














                                  SURVEY CONTROL DATA
                                
                             STATE=SC
                             [OCTOBER  7, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5090 ***********************************************************************
 AI5090  DESIGNATION -  0005
 AI5090  PID         -  AI5090
 AI5090  STATE/COUNTY-  SC/HORRY
 AI5090  USGS QUAD   -  MYRTLE BEACH (1994)
 AI5090
 AI5090                         *CURRENT SURVEY CONTROL
 AI5090  ___________________________________________________________________
 AI5090* NAD 83(1986)-  33 40 39.     (N)    078 57 26.     (W)     SCALED    
 AI5090* NAVD 88     -         5.119  (meters)      16.79   (feet)  ADJUSTED  
 AI5090  ___________________________________________________________________
 AI5090  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 AI5090  DYNAMIC HT  -           5.114 (meters)      16.78  (feet)  COMP
 AI5090  MODELED GRAV-     979,613.0   (mgal)                       NAVD 88
 AI5090
 AI5090  VERT ORDER  -  FIRST     CLASS II
 AI5090
 AI5090.The horizontal coordinates were scaled from a topographic map and have
 AI5090.an estimated accuracy of +/- 6 seconds.
 AI5090
 AI5090.The orthometric height was determined by differential leveling
 AI5090.and adjusted by the National Geodetic Survey in September 2000..
 AI5090.No vertical observational check was made to the station.
 AI5090
 AI5090.The geoid height was determined by GEOID03.
 AI5090
 AI5090.The dynamic height is computed by dividing the NAVD 88
 AI5090.geopotential number by the normal gravity value computed on the
 AI5090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5090.degrees latitude (g = 980.6199 gals.).
 AI5090
 AI5090.The modeled gravity was interpolated from observed gravity values.
 AI5090
 AI5090;                    North         East    Units  Estimated Accuracy
 AI5090;SPC SC       -   206,380.      798,980.      MT  (+/- 180 meters Scaled)
 AI5090
 AI5090                          SUPERSEDED SURVEY CONTROL
 AI5090
 AI5090.No superseded survey control is available for this station.
 AI5090
 AI5090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT893282(NAD 83)
 AI5090_MARKER: P = PIPE CAP
 AI5090_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5090_STAMPING: 0005
 AI5090_MARK LOGO: NONE  
 AI5090_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5090+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1996
 AI5090
 AI5090  HISTORY     - Date     Condition        Report By
 AI5090  HISTORY     - 1996     MONUMENTED       LOCSUR
 AI5090  HISTORY     - 19961009 GOOD             SCGS
 AI5090
 AI5090                          STATION DESCRIPTION
 AI5090
 AI5090'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5090'STATION IS LOCATED 4.1 MILES (6.6 KM) WEST SOUTHWEST OF MYRTLE BEACH,
 AI5090'12.9 MILES (20.8 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 AI5090'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AI5090'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AI5090'17 BYPASS, STATE HIGHWAY 707 (SOCASTEE BOULEVARD) AND A PAVED ROAD
 AI5090'(PHILLIS BOULEVARD), 4.5 MILES (7.2 KM) WEST SOUTHWEST OF MYRTLE
 AI5090'BEACH, GO SOUTH SOUTHEAST ON PHILLIS BOULEVARD FOR 0.5 MILE (0.8 KM)
 AI5090'TO THE STATION ON THE LEFT NEAR A GATED GRAVEL ROAD LEFT. STATION IS A
 AI5090'PIPE MARK WITH CAP SURROUNDED BY CONCRETE RECESSED 0.4 FOOT (12.2 CM)
 AI5090'AND 1.0 FOOT (0.3 M) BELOW THE ROAD, 70.3 FEET (21.4 M) EAST OF A
 AI5090'3.0-FOOT CONCRETE POST (MV), 22.6 FEET (6.9 M) WEST SOUTHWEST OF THE
 AI5090'SOUTHEAST END OF A 1.2-FOOT METAL PIPE CULVERT BENEATH THE GRAVEL
 AI5090'ROAD, 5.5 FEET (1.7 M) SOUTH SOUTHEAST OF THE CENTER OF THE GRAVEL
 AI5090'ROAD, 3.5 FEET (1.1 M) WEST SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5091 ***********************************************************************
 AI5091  DESIGNATION -  0006
 AI5091  PID         -  AI5091
 AI5091  STATE/COUNTY-  SC/HORRY
 AI5091  USGS QUAD   -  MYRTLE BEACH (1994)
 AI5091
 AI5091                         *CURRENT SURVEY CONTROL
 AI5091  ___________________________________________________________________
 AI5091* NAD 83(1986)-  33 40 13.     (N)    078 57 17.     (W)     SCALED    
 AI5091* NAVD 88     -         5.596  (meters)      18.36   (feet)  ADJUSTED  
 AI5091  ___________________________________________________________________
 AI5091  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AI5091  DYNAMIC HT  -           5.590 (meters)      18.34  (feet)  COMP
 AI5091  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 AI5091
 AI5091  VERT ORDER  -  FIRST     CLASS II
 AI5091
 AI5091.The horizontal coordinates were scaled from a topographic map and have
 AI5091.an estimated accuracy of +/- 6 seconds.
 AI5091
 AI5091.The orthometric height was determined by differential leveling
 AI5091.and adjusted by the National Geodetic Survey in September 2000..
 AI5091.No vertical observational check was made to the station.
 AI5091
 AI5091.The geoid height was determined by GEOID03.
 AI5091
 AI5091.The dynamic height is computed by dividing the NAVD 88
 AI5091.geopotential number by the normal gravity value computed on the
 AI5091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5091.degrees latitude (g = 980.6199 gals.).
 AI5091
 AI5091.The modeled gravity was interpolated from observed gravity values.
 AI5091
 AI5091;                    North         East    Units  Estimated Accuracy
 AI5091;SPC SC       -   205,590.      799,230.      MT  (+/- 180 meters Scaled)
 AI5091
 AI5091                          SUPERSEDED SURVEY CONTROL
 AI5091
 AI5091.No superseded survey control is available for this station.
 AI5091
 AI5091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT896274(NAD 83)
 AI5091_MARKER: P = PIPE CAP
 AI5091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5091_STAMPING: 0006
 AI5091_MARK LOGO: NONE  
 AI5091_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5091+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1996
 AI5091
 AI5091  HISTORY     - Date     Condition        Report By
 AI5091  HISTORY     - 1996     MONUMENTED       LOCSUR
 AI5091  HISTORY     - 19961009 GOOD             SCGS
 AI5091
 AI5091                          STATION DESCRIPTION
 AI5091
 AI5091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5091'STATION IS LOCATED 4.1 MILES (6.6 KM) WEST SOUTHWEST OF MYRTLE BEACH,
 AI5091'12.7 MILES (20.4 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 AI5091'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AI5091'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AI5091'17 BYPASS, STATE HIGHWAY 707 (SOCASTEE BOULEVARD) AND A PAVED ROAD
 AI5091'(PHILLIS BOULEVARD), 4.5 MILES (7.2 KM) WEST SOUTHWEST OF MYRTLE
 AI5091'BEACH, GO SOUTH SOUTHEAST ON PHILLIS BOULEVARD FOR 0.9 MILE (1.4 KM)
 AI5091'TO THE STATION ON THE LEFT.  STATION IS A PIPE MARK WITH CAP
 AI5091'SURROUNDED BY CONCRETE RECESSED 0.3 FOOT (9.1 CM) AND 1.0 FOOT (0.3 M)
 AI5091'BELOW THE ROAD, 15.5 FEET (4.7 M) EAST NORTHEAST OF THE CENTER OF THE
 AI5091'ROAD, 49.6 FEET (15.1 M) WEST NORTHWEST OF A 1.2-FOOT PINE TREE WITH A
 AI5091'SCGS REFERENCE WASHER ATTACHED, 4.0 FEET (1.2 M) WEST SOUTHWEST OF A
 AI5091'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1334 ***********************************************************************
 DD1334  DESIGNATION -  008 001 BLACK
 DD1334  PID         -  DD1334
 DD1334  STATE/COUNTY-  SC/BERKELEY
 DD1334  USGS QUAD   -  CORDESVILLE (1979)
 DD1334
 DD1334                         *CURRENT SURVEY CONTROL
 DD1334  ___________________________________________________________________
 DD1334* NAD 83(2001)-  33 11 54.33880(N)    079 58 45.15359(W)     ADJUSTED  
 DD1334* NAVD 88     -        13.570  (meters)      44.52   (feet)  ADJUSTED  
 DD1334  ___________________________________________________________________
 DD1334  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DD1334  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DD1334  DYNAMIC HT  -          13.556 (meters)      44.48  (feet)  COMP
 DD1334  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 DD1334
 DD1334  HORZ ORDER  -  THIRD
 DD1334  VERT ORDER  -  FIRST     CLASS II
 DD1334
 DD1334.The horizontal coordinates were established by classical geodetic methods
 DD1334.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1334
 DD1334.The orthometric height was determined by differential leveling
 DD1334.and adjusted by the National Geodetic Survey in June 1991..
 DD1334
 DD1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1334
 DD1334.The geoid height was determined by GEOID03.
 DD1334
 DD1334.The dynamic height is computed by dividing the NAVD 88
 DD1334.geopotential number by the normal gravity value computed on the
 DD1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1334.degrees latitude (g = 980.6199 gals.).
 DD1334
 DD1334.The modeled gravity was interpolated from observed gravity values.
 DD1334
 DD1334;                    North         East     Units Scale Factor Converg.
 DD1334;SPC SC       -   151,856.001   704,764.066   MT  0.99982721   +0 33 57.3
 DD1334;SPC SC       -   498,215.23  2,312,218.06   iFT  0.99982721   +0 33 57.3
 DD1334;UTM  17      - 3,673,749.087   595,146.019   MT  0.99971161   +0 33 32.3
 DD1334
 DD1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1334!SPC SC       -   1.00000299  x   0.99982721  =   0.99983020
 DD1334!UTM  17      -   1.00000299  x   0.99971161  =   0.99971460
 DD1334
 DD1334|---------------------------------------------------------------------|
 DD1334| PID    Reference Object                     Distance      Geod. Az  |
 DD1334|                                                           dddmmss.s |
 DD1334| DD3645 008 001 BLACK RM 1                   30.111 METERS 04322     |
 DD1334| DD1333 008 001 BLACK AZ MK                 396.631 METERS 27942     |
 DD1334|---------------------------------------------------------------------|
 DD1334
 DD1334                          SUPERSEDED SURVEY CONTROL
 DD1334
 DD1334  NAD 83(2001)-  33 11 54.33924(N)    079 58 45.15238(W) AD(       ) 2
 DD1334  NAD 83(1986)-  33 11 54.35032(N)    079 58 45.15410(W) AD(       ) 2
 DD1334  NAD 27      -  33 11 53.74172(N)    079 58 45.86406(W) AD(       ) 2
 DD1334  NAVD 88 (10/01/04)   13.57   (m)           44.5    (f) LEVELING    3  
 DD1334  NGVD 29 (03/21/89)   13.870  (m)           45.51   (f) ADJUSTED    1 2
 DD1334
 DD1334.Superseded values are not recommended for survey control.
 DD1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1334.See file dsdata.txt to determine how the superseded data were derived.
 DD1334
 DD1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9514673749(NAD 83)
 DD1334_MARKER: DD = SURVEY DISK
 DD1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1334_SP_SET: CONCRETE POST
 DD1334_STAMPING: HORZ 008 001 BLACK 1982
 DD1334_MARK LOGO: SCGS  
 DD1334_PROJECTION: RECESSED 15 CENTIMETERS
 DD1334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1334+STABILITY: SURFACE MOTION
 DD1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1334+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 DD1334
 DD1334  HISTORY     - Date     Condition        Report By
 DD1334  HISTORY     - 1982     MONUMENTED       SCGS
 DD1334  HISTORY     - 1983     GOOD             SCGS
 DD1334  HISTORY     - 19970623 GOOD             USPSQD
 DD1334  HISTORY     - 20031112 GOOD             SCGS
 DD1334  HISTORY     - 20050419 GOOD             FRELAN
 DD1334
 DD1334                          STATION DESCRIPTION
 DD1334
 DD1334'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1334'THE STATION IS LOCATED IN THE SOUTHEAST PART OF MONCKS CORNER, AT THE
 DD1334'NEW OFFICE COMPLEX OF SANTEE COOPER POWER COMAPNY.
 DD1334'
 DD1334'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 17A IN
 DD1334'MONCKS CORNER, GO NORTHEASTERLY ON U.S. HIGHWAYS 52 AND 17A FOR 1.1
 DD1334'KM (0.7 MI) TO A REVERSE FORK, TURN SHARP RIGHT, GO SOUTHEAST ON A
 DD1334'NEW PAVED BYPASS ROAD FOR 1.1 KM (0.7 MI) TO DRIVEWAY INTO THE SANTEE
 DD1334'COOPER OFFICE BUILDING AND THE AZIMUTH MARK ON LEFT.  TURN LEFT GO
 DD1334'EASTERLY ON PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON LEFT
 DD1334'JUST BEFORE REACHING A GATE.
 DD1334'
 DD1334'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1334'---008 001 BLACK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DD1334'MONUMENT 30 CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND LOCATED
 DD1334'31.2 METERS SW FROM THE FENCE CORNER,  7.2 METERS SW FROM THE SW END
 DD1334'OF CONCRETE CULVERT ABUTMENT,  4.7 METERS NW FROM THE CENTER OF PAVED
 DD1334'ROAD, 31.8 METERS SW FROM THE CENTER OF GATE, AND 16.2 METERS NW FROM
 DD1334'THE CENTER ROAD INTERSECTION.
 DD1334'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1334'DISK STAMPED---008 001 BLACK 1982---SET INTO AN IRREGULAR MASS OF
 DD1334'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD1334'
 DD1334'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1334'DISK STAMPED---008 001 BLACK RM 1 1982---SET INTO THE TOP OF A ROUND
 DD1334'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1334'6.0 METERS W FROM THE CENTER OF GATE AND ROAD, 17.8 METERS NE FROM
 DD1334'THE NORTHEAST END OF CONCRETE CULVERT ABUTMENT,  1.1 METERS SW FROM
 DD1334'THE FENCE CORNER,  0.9 METERS SW FROM THE WITNESS POST, AND IS LEVEL
 DD1334'WITH THE STATION.
 DD1334'
 DD1334'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1334'CONCRETE STAMPED---008 001 BLACK 1981 AZ MK---SET INTO THE TOP OF A
 DD1334'ROUND MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND
 DD1334'LOCATED 35.7 METERS E FROM THE CENTER OF NEW HIGHWAY 52, 10.8 METERS
 DD1334'S FROM THE CENTER ROAD LEADING SANTEE COOPER OFFICE BUILDING,  1.2
 DD1334'METERS SSE FROM THE POWER POLE TRANSFORMER, AND  1.2 METERS SE FROM
 DD1334'THE WITNESS POST.
 DD1334'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED ROAD FOR
 DD1334'0.4 KM (0.25 MI) TO AZIMUTH MARK ON LEFT.
 DD1334
 DD1334                          STATION RECOVERY (1983)
 DD1334
 DD1334'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DD1334'3.2 KM (2.0 MI) NE FROM MONCKS CORNER.
 DD1334'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DD1334'POST OFFICE IN MONCKS CORNER, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1334'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 0.55 KILOMETER (0.35
 DD1334'MILES) SOUTHWEST ALONG U.S. HIGHWAY 52, THENCE 2.15 KILOMETERS (1.35
 DD1334'MILES) NORTHERLY ALONG COUNTY ROAD P-0801, THENCE 0.4 KILOMETER (0.25
 DD1334'MILE) NORTHEAST ALONG THE SOUTH ENTRANCE ROAD TO THE SANTEE COOPER
 DD1334'CORPORATION, SET NEAR A CONCRETE ABUTMENT BEFORE A CHAIN LINK FENCE
 DD1334'THAT SURROUNDS THE MAINTENANCE AREA, 31.1 METERS (102.0 FEET)
 DD1334'SOUTHWEST OF THE FENCE CORNER ON THE NORTHWEST SIDE OF THE ROAD,
 DD1334'9.9 METERS (32.4 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 DD1334'THE ABUTMENT, 5.0 METERS (16.3 FEET) NORTH-NORTHWEST OF THE CENTERLINE
 DD1334'OF THE ROAD LEADING TO THE MAINTENANCE SHOP.
 DD1334'THE MARK IS 0.43 METERS  S FROM A WITNESS POST.
 DD1334'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1334
 DD1334                          STATION RECOVERY (1997)
 DD1334
 DD1334'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD1334'RECOVERED IN GOOD CONDITION.
 DD1334
 DD1334                          STATION RECOVERY (2003)
 DD1334
 DD1334'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1334'STATION IS LOCATED 2.0 MILES EAST OF MONCKS CORNER. OWNERSHIP--SANTEE
 DD1334'COOPER SURVEY  DEPARTMENT, ROUTE 1 RIVERWOOD DRIVE, MONCKS CORNER, SC
 DD1334'29461, PHONE 843-761-4029. TO REACH THE STATION FROM THE JUNCTION OF
 DD1334'STATE HIGHWAY 6 (MAIN STREET), U.S. HIGHWAY 52   AND STATE ROAD 1072
 DD1334'(MAIN STREET EXTENSION) IN MONCKS CORNER, GO EAST SOUTHEAST ON  ROAD
 DD1334'1072 FOR 0.35 MILE TO THE JUNCTION OF STATE ROAD 1094 (R.C. DENNIS
 DD1334'BOULEVARD), TURN  LEFT ON ROAD 1094 FOR 0.75 MILE TO RECEIVING
 DD1334'ENTRANCE TO SANTEE COOPER, TURN RIGHT ONTO  THE RECEIVING ENTRANCE
 DD1334'DRIVE FOR 0.25 MILE TO THE STATION ON THE LEFT NEAR THE CONCRETE  CURB
 DD1334'OVERLOOKING A SMALL POND. STATION IS A CONCRETE POST RECESSED 0.5 FOOT
 DD1334'AND 1.0 FOOT BELOW THE ROAD, 14.8 FEET  EAST NORTHEAST OF A 0.5-FOOT
 DD1334'BRADFORD PEAR TREE WITH A SCGS REFERENCE WASHER  ATTACHED, 2.2 FEET
 DD1334'NORTH NORTHWEST OF THE NORTH EDGE OF THE CONCRETE CURB OF THE
 DD1334'CONCRETE DRIVE LEADING NORTHEAST, 13.8 FEET SOUTHWEST OF THE SOUTHWEST
 DD1334'EDGE OF A  CONCRETE DRAIN PATH LEADING INTO THE POND, 1.4 FEET SOUTH
 DD1334'OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY
 DD1334'STATION 008 001 BLACK AZ MK. NOTE-STATION IS CONSIDERED MARGINAL FOR
 DD1334'GPS OBSERVATIONS. RECOVERED BY T. HALL.
 DD1334
 DD1334                          STATION RECOVERY (2005)
 DD1334
 DD1334'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 DD1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1333 ***********************************************************************
 DD1333  DESIGNATION -  008 001 BLACK AZ MK
 DD1333  PID         -  DD1333
 DD1333  STATE/COUNTY-  SC/BERKELEY
 DD1333  USGS QUAD   -  CORDESVILLE (1979)
 DD1333
 DD1333                         *CURRENT SURVEY CONTROL
 DD1333  ___________________________________________________________________
 DD1333* NAD 83(2001)-  33 11 56.50730(N)    079 59 00.24821(W)     ADJUSTED  
 DD1333* NAVD 88     -        14.676  (meters)      48.15   (feet)  ADJUSTED  
 DD1333  ___________________________________________________________________
 DD1333  X           -     929,223.036 (meters)                     COMP
 DD1333  Y           -  -5,260,973.356 (meters)                     COMP
 DD1333  Z           -   3,472,440.406 (meters)                     COMP
 DD1333  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DD1333  ELLIP HEIGHT-         -17.96  (meters)          (10/01/04) GPS OBS
 DD1333  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DD1333  DYNAMIC HT  -          14.661 (meters)      48.10  (feet)  COMP
 DD1333  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 DD1333
 DD1333  HORZ ORDER  -  FIRST
 DD1333  VERT ORDER  -  FIRST     CLASS II
 DD1333  ELLP ORDER  -  FOURTH    CLASS I
 DD1333
 DD1333.The horizontal coordinates were established by GPS observations
 DD1333.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1333
 DD1333.The orthometric height was determined by differential leveling
 DD1333.and adjusted by the National Geodetic Survey in June 1991..
 DD1333
 DD1333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1333
 DD1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1333
 DD1333.The ellipsoidal height was determined by GPS observations
 DD1333.and is referenced to NAD 83.
 DD1333
 DD1333.The geoid height was determined by GEOID03.
 DD1333
 DD1333.The dynamic height is computed by dividing the NAVD 88
 DD1333.geopotential number by the normal gravity value computed on the
 DD1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1333.degrees latitude (g = 980.6199 gals.).
 DD1333
 DD1333.The modeled gravity was interpolated from observed gravity values.
 DD1333
 DD1333;                    North         East     Units Scale Factor Converg.
 DD1333;SPC SC       -   151,918.940   704,372.530   MT  0.99982712   +0 33 49.0
 DD1333;SPC SC       -   498,421.72  2,310,933.50   iFT  0.99982712   +0 33 49.0
 DD1333;UTM  17      - 3,673,812.066   594,754.537   MT  0.99971070   +0 33 24.0
 DD1333
 DD1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1333!SPC SC       -   1.00000282  x   0.99982712  =   0.99982994
 DD1333!UTM  17      -   1.00000282  x   0.99971070  =   0.99971352
 DD1333
 DD1333:                Primary Azimuth Mark                     Grid Az
 DD1333:SPC SC       -  008 041                                  300 42 01.1
 DD1333:UTM  17      -  008 041                                  300 42 26.1
 DD1333
 DD1333|---------------------------------------------------------------------|
 DD1333| PID    Reference Object                     Distance      Geod. Az  |
 DD1333|                                                           dddmmss.s |
 DD1333| DD3205 008 041                             APPROX. 0.7 KM 3011550.1 |
 DD1333|---------------------------------------------------------------------|
 DD1333
 DD1333                          SUPERSEDED SURVEY CONTROL
 DD1333
 DD1333  NAD 83(2001)-  33 11 56.50753(N)    079 59 00.24703(W) AD(       ) 2
 DD1333  NAD 83(1986)-  33 11 56.51859(N)    079 59 00.24876(W) AD(       ) 2
 DD1333  NAD 27      -  33 11 55.91048(N)    079 59 00.95820(W) AD(       ) 2
 DD1333  NAVD 88 (10/01/04)   14.68   (m)           48.2    (f) LEVELING    3  
 DD1333  NGVD 29 (03/21/89)   14.976  (m)           49.13   (f) ADJUSTED    1 2
 DD1333
 DD1333.Superseded values are not recommended for survey control.
 DD1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1333.See file dsdata.txt to determine how the superseded data were derived.
 DD1333
 DD1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9475573812(NAD 83)
 DD1333_MARKER: DD = SURVEY DISK
 DD1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1333_SP_SET: CONCRETE POST
 DD1333_STAMPING: AZ MK 008 001 BLACK 1982
 DD1333_MARK LOGO: SCGS  
 DD1333_PROJECTION: RECESSED 15 CENTIMETERS
 DD1333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1333+STABILITY: SURFACE MOTION
 DD1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1333+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 DD1333
 DD1333  HISTORY     - Date     Condition        Report By
 DD1333  HISTORY     - 1981     MONUMENTED       SCGS
 DD1333  HISTORY     - 1983     GOOD             SCGS
 DD1333  HISTORY     - 19970623 GOOD             USPSQD
 DD1333  HISTORY     - 20031112 GOOD             SCGS
 DD1333
 DD1333                          STATION DESCRIPTION
 DD1333
 DD1333'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DD1333'3.2 KM (2.0 MI) NE FROM MONCKS CORNER.
 DD1333'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DD1333'POST OFFICE IN MONCKS CORNER, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1333'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 0.55 KILOMETER (0.35 MILE)
 DD1333'SOUTHWEST ALONG U.S. HIGHWAY 52, THENCE 2.15 KILOMETERS (1.35 MILES)
 DD1333'NORTHERLY ALONG COUNTY ROAD P-0801, SET NEAR A POWER POLE IN THE
 DD1333'SOUTHEAST ANGLE OF THE SOUTH ENTRANCE ROAD TO THE SANTEE COOPER
 DD1333'CORPORATION, 34.9 METERS (114.5 FEET) EAST-SOUTHEAST OF THE CENTERLINE
 DD1333'OF THE COUNTY ROAD, 10.0 METERS (35.7 FEET) SOUTH-SOUTHWEST OF THE
 DD1333'CENTERLINE OF THE ENTRANCE ROAD, 12.3 METERS (40.5 FEET)
 DD1333'WEST-NORTHWEST OF A LONE 26-INCH PINE TREE, 0.9 METER (3.0 FEET) SOUTH
 DD1333'OF THE POWER POLE.
 DD1333'THE MARK IS 0.80 METERS  SSE FROM A WITNESS POST.
 DD1333
 DD1333                          STATION RECOVERY (1997)
 DD1333
 DD1333'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD1333'RECOVERED IN GOOD CONDITION.
 DD1333
 DD1333                          STATION RECOVERY (2003)
 DD1333
 DD1333'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1333'STATION IS LOCATED 1.75 MILES EAST OF MONCKS CORNER. OWNERSHIP--SANTEE
 DD1333'COOPER SURVEY  DEPARTMENT, ROUTE 1 RIVERWOOD DRIVE, MONCKS CORNER, SC
 DD1333'29461, PHONE 843-761-4029. TO REACH THE STATION FROM THE JUNCTION OF
 DD1333'STATE HIGHWAY 6 (MAIN STREET), U.S. HIGHWAY 52   AND STATE ROAD 1072
 DD1333'(MAIN STREET EXTENSION) IN MONCKS CORNER, GO EAST SOUTHEAST ON  ROAD
 DD1333'1072 FOR 0.35 MILE TO THE JUNCTION OF STATE ROAD 1094 (R.C. DENNIS
 DD1333'BOULEVARD), TURN  LEFT ON ROAD 1094 FOR 0.75 MILE TO THE STATION ON
 DD1333'THE RIGHT IN THE SOUTHEAST ANGLE OF THE  RECEIVING  ENTRANCE TO SANTEE
 DD1333'COOPER. STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND 1.0 FOOT
 DD1333'BELOW THE ROAD, 115.2  FEET EAST OF THE CENTER OF ROAD 1094, 15.3 FEET
 DD1333'SOUTH OF THE SOUTH EDGE OF A  CONCRETE CURB OF THE ENTRANCE ROAD, 13.4
 DD1333'FEET WEST OF THE SOUTHWEST CORNER OF A  CONCRETE DRAIN TROUGH, 68.3
 DD1333'FEET EAST OF THE EAST LEG OF A METAL DIRECTIONAL SIGN  (SANTEE COOPER
 DD1333'RECEIVING), 27.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A PVC
 DD1333'WATER METER COVER SET INTO THE GRASS, 55.0 FEET NORTHWEST OF A
 DD1333'1.0-FOOT BRADFORD  PEAR TREE WITH A SCGS REFERENCE WASHER ATTACHED,
 DD1333'60.2 FEET NORTH OF A WITNESS  POST AT THE BRUSH LINE. NOTE-STATION IS
 DD1333'NOT INTERVISIBLE WITH SURVEY STATION 008 001 BLACK. RECOVERED BY T.
 DD1333'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3090 ***********************************************************************
 DD3090  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3090  DESIGNATION -  008 002
 DD3090  PID         -  DD3090
 DD3090  STATE/COUNTY-  SC/BERKELEY
 DD3090  USGS QUAD   -  HONEY HILL (1973)
 DD3090
 DD3090                         *CURRENT SURVEY CONTROL
 DD3090  ___________________________________________________________________
 DD3090* NAD 83(2001)-  33 13 25.59136(N)    079 30 34.46183(W)     ADJUSTED  
 DD3090* NAVD 88     -        12.89   (meters)      42.3    (feet)  GPS OBS   
 DD3090  ___________________________________________________________________
 DD3090  X           -     972,424.284 (meters)                     COMP
 DD3090  Y           -  -5,251,628.523 (meters)                     COMP
 DD3090  Z           -   3,474,735.028 (meters)                     COMP
 DD3090  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DD3090  ELLIP HEIGHT-         -20.81  (meters)          (10/01/04) GPS OBS
 DD3090  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD3090
 DD3090  HORZ ORDER  -  FIRST
 DD3090  ELLP ORDER  -  FOURTH    CLASS I
 DD3090
 DD3090.The horizontal coordinates were established by GPS observations
 DD3090.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3090
 DD3090.The orthometric height was determined by GPS observations and a
 DD3090.high-resolution geoid model using precise GPS observation and
 DD3090.processing techniques.
 DD3090
 DD3090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3090
 DD3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3090
 DD3090.The ellipsoidal height was determined by GPS observations
 DD3090.and is referenced to NAD 83.
 DD3090
 DD3090.The geoid height was determined by GEOID03.
 DD3090
 DD3090;                    North         East     Units Scale Factor Converg.
 DD3090;SPC SC       -   155,198.435   748,503.240   MT  0.99982370   +0 49 34.7
 DD3090;SPC SC       -   509,181.22  2,455,719.29   iFT  0.99982370   +0 49 34.7
 DD3090;UTM  17      - 3,677,085.017   638,883.286   MT  0.99983782   +0 49 00.3
 DD3090
 DD3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3090!SPC SC       -   1.00000327  x   0.99982370  =   0.99982697
 DD3090!UTM  17      -   1.00000327  x   0.99983782  =   0.99984109
 DD3090
 DD3090|---------------------------------------------------------------------|
 DD3090| PID    Reference Object                     Distance      Geod. Az  |
 DD3090|                                                           dddmmss.s |
 DD3090| DD3089 008 002 RM 2                         68.839 METERS 06249     |
 DD3090| DD3646 008 002 RM 1                         10.922 METERS 27232     |
 DD3090|---------------------------------------------------------------------|
 DD3090
 DD3090                          SUPERSEDED SURVEY CONTROL
 DD3090
 DD3090  NAD 83(2001)-  33 13 25.58779(N)    079 30 34.46257(W) AD(       ) 2
 DD3090  NAD 83(1986)-  33 13 25.59961(N)    079 30 34.46655(W) AD(       ) 2
 DD3090  NAD 27      -  33 13 24.99624(N)    079 30 35.23252(W) AD(       ) 2
 DD3090  NGVD 29 (07/19/86)   11.8    (m)           39.     (f) VERT ANG       
 DD3090
 DD3090.Superseded values are not recommended for survey control.
 DD3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3090.See file dsdata.txt to determine how the superseded data were derived.
 DD3090
 DD3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3888377085(NAD 83)
 DD3090_MARKER: DD = SURVEY DISK
 DD3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3090_STAMPING: HORZ 008 002 1981
 DD3090_MARK LOGO: SCGS  
 DD3090_PROJECTION: PROJECTING 13 CENTIMETERS
 DD3090_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3090+STABILITY: SURFACE MOTION
 DD3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3090+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 DD3090
 DD3090  HISTORY     - Date     Condition        Report By
 DD3090  HISTORY     - 1982     MONUMENTED       SCGS
 DD3090  HISTORY     - 19971007 GOOD             SCGS
 DD3090  HISTORY     - 20031216 GOOD             SCGS
 DD3090
 DD3090                          STATION DESCRIPTION
 DD3090
 DD3090'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3090'THE STATION IS LOCATED ABOUT 26.8 KM (16.2 MI) SOUTHWEST OF
 DD3090'GEORGETOWN, ABOUT 16.6 KM (10 MI) NORTH OF MCCLELLANVILLE.  THE
 DD3090'STATION IS IN THE FRANCIS MARION NATIONAL FOREST.
 DD3090'
 DD3090'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE SOUTH
 DD3090'SANTEE RIVER (GEORGETOWN CHARLESTON COUNTY LINE), GO SOUTHWEST ON U.S.
 DD3090'HIGHWAY 17 FOR 1.6 KM (1.0 MI) TO A SLANTED CROSSROAD.  TURN RIGHT
 DD3090'AND GO NORTHWEST ON COUNTY ROAD S-10 857 FOR 5.5 KM (3.4 MI) TO THE
 DD3090'END OF PAVEMENT.  CONTINUE AHEAD ON ROAD S-10-857 FOR 1.4 KM (0.85
 DD3090'MI) TO A SIDE ROAD LEFT AT THE NATIONAL FOREST BOUNDARY LINE.
 DD3090'CONTINUE AHEAD ON FOREST SERVICE ROAD 204 FOR 0.4 KM (0.25 MI) TO A
 DD3090'BRIDGE OVER WAMBAW CREEK.  CONTINUE AHEAD ON THE MAIN ROAD FOR 4.32
 DD3090'KM (2.7 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 DD3090'FOREST SERVICE ROAD 204D FOR 0.24 KM (0.15 MI) TO THE STATION ON THE
 DD3090'LEFT, OPPOSITE A DIRT ROAD RIGHT.
 DD3090'
 DD3090'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3090'---008 002 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3090'CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND LOCATED 31.7 METERS
 DD3090'SW FROM CENTER LINE OF FS ROAD 204D, 23.3 METERS S FROM 18 INCH LIVE
 DD3090'OAK TREE, 12.1 METERS NE FROM 12 INCH PINE TREE, AND 11.5 METERS E
 DD3090'FROM METAL WITNESS POST.
 DD3090'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3090'DISK STAMPED---008 002 1981---SET INTO AN IRREGULAR MASS OF
 DD3090'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3090'
 DD3090'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3090'DISK STAMPED---008 002 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3090'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND
 DD3090'LOCATED 42.5 METERS SW FROM CENTER LINE OF FS ROAD 204D, 24.2 METERS
 DD3090'SSW FROM 18 INCH LIVE OAK TREE, .9 METERS NE FROM METAL WITNESS
 DD3090'POST,  8.3 METERS S FROM 12 INCH PINE TREE, AND IS LEVEL WITH THE
 DD3090'STATION.
 DD3090'
 DD3090'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3090'DISK STAMPED---RM 2 008 002 1981---SET INTO THE TOP OF A ROUND
 DD3090'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND
 DD3090'LOCATED  7.5 METERS W FROM 10 INCH OAK TREE, .5 METERS NW FROM
 DD3090'METAL WITNESS POST,  5.5 METERS SE FROM CENTER OF ROAD, 36.3 METERS
 DD3090'NE FROM CENTER OF FS ROAD 2040, AND IS LEVEL WITH THE STATION.
 DD3090
 DD3090                          STATION RECOVERY (1997)
 DD3090
 DD3090'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3090'STATION IS LOCATED 9.7 MILES NORTH NORTHWEST OF MCCLELLANVILLE, 29.2
 DD3090'MILES EAST OF
 DD3090'MONCKS CORNER.  OWNERSHIP--U.S. DEPARTMENT OF AGRICULTURE.
 DD3090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD3090'HIGHWAY 45
 DD3090'(PINCKNEY STREET), 1.0 MILE NORTHWEST OF MCCLELLANVILLE, GO NORTHEAST
 DD3090'ON HIGHWAY
 DD3090'17 FOR 6.65 MILES TO THE JUNCTION OF STATE ROAD 857 (RUTLEDGE
 DD3090'ROAD/SOUTH SANTEE ROAD),
 DD3090'TURN LEFT ON ROAD 857 FOR 3.4 MILES TO THE END OF PAVEMENT, CONTINUE
 DD3090'ON DIRT ROAD
 DD3090'(204) FOR 3.85 MILES TO THE JUNCTION OF A DIRT ROAD (204D), TURN RIGHT
 DD3090'ON 204D FOR 0.75
 DD3090'MILE TO THE STATION ON THE LEFT NEAR THE EXTENDED CENTER OF A DIRT
 DD3090'ROAD (204H).
 DD3090'STATION IS A CONCRETE POST PROJECTING 0.3 FOOT AND 0.5 FOOT ABOVE THE
 DD3090'ROAD, 66.5
 DD3090'FEET NORTHWEST OF THE EXTENDED CENTER OF THE ROAD 204H, 105.2 FEET
 DD3090'WEST
 DD3090'SOUTHWEST OF THE CENTER OF ROAD 204D, 36.0 FEET EAST OF SURVEY STATION
 DD3090'008 002 RM
 DD3090'1, 2.0 FEET NORTHEAST OF A WITNESS POST.
 DD3090'RECOVERED BY R.W. ROBERTS.
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090' 
 DD3090'
 DD3090
 DD3090                          STATION RECOVERY (2003)
 DD3090
 DD3090'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3090'STATION IS LOCATED 9.75 MILES NORTH NORTHWEST OF MCCLELLANVILLE, 29.25
 DD3090'MILES EAST OF  MONCKS CORNER. OWNERSHIP--FRANCIS MARION NATIONAL
 DD3090'FOREST, USDA FOREST SERVICE, 4931  BROAD RIVER ROAD, COLUMBIA, SC
 DD3090'29212-3530, PHONE 803 561-4000. TO REACH THE STATION FROM THE JUNCTION
 DD3090'OF U.S. HIGHWAY 17 AND STATE HIGHWAY 45  (PINCKNEY STREET), 0.95 MILE
 DD3090'WEST NORTHWEST OF MCCLELLANVILLE, GO NORTHEAST ON  HIGHWAY 17 FOR 6.45
 DD3090'MILES TO THE JUNCTION OF STATE ROAD 857 (RUTLEDGE ROAD) LEFT  AND
 DD3090'(SOUTH SANTEE ROAD) RIGHT, TURN LEFT ON ROAD 857 FOR 3.35 MILES TO THE
 DD3090'END OF  PAVEMENT, CONTINUE AHEAD ON A FORESTRY SERVICE SAND ROAD FOR
 DD3090'3.35 MILES TO THE  JUNCTION OF FORESTRY SERVICE ROAD (204D ECHAW)
 DD3090'RIGHT, TURN RIGHT ON THE FOREST  SERVICE ROAD FOR 0.25 MILE TO THE
 DD3090'STATION ON THE LEFT IN A WOODED AREA NEAR THE  EXTENDED CENTER OF
 DD3090'FOREST SERVICE ROAD (204H). STATION IS A CONCRETE POST PROJECTING 0.4
 DD3090'FOOT, 109.0 FEET SOUTHWEST OF THE  CENTER OF ROAD 204D, 69.0 FEET
 DD3090'NORTHWEST OF THE EXTENDED CENTER OF ROAD 204H,  38.8 FEET EAST
 DD3090'SOUTHEAST OF A 1.2-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 DD3090'ATTACHED, 36.0 FEET EAST OF SURVEY STATION 008 002 RM 1, 226.0 FEET
 DD3090'WEST  SOUTHWEST OF SURVEY STATION 008 002 RM 2, 2.1 FEET EAST
 DD3090'NORTHEAST OF A WITNESS  POST. NOTE-STATION IS CONSIDERED MARGINAL FOR
 DD3090'GPS OBSERVATIONS. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008
 DD3090'002 RM 2. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3089 ***********************************************************************
 DD3089  DESIGNATION -  008 002 RM 2
 DD3089  PID         -  DD3089
 DD3089  STATE/COUNTY-  SC/BERKELEY
 DD3089  USGS QUAD   -  HONEY HILL (1973)
 DD3089
 DD3089                         *CURRENT SURVEY CONTROL
 DD3089  ___________________________________________________________________
 DD3089* NAD 83(2001)-  33 13 26.61224(N)    079 30 32.09698(W)     ADJUSTED  
 DD3089* NAVD 88     -        13.1    (meters)      43.     (feet)  VERT ANG  
 DD3089  ___________________________________________________________________
 DD3089  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 DD3089  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD3089
 DD3089  HORZ ORDER  -  THIRD
 DD3089
 DD3089.The horizontal coordinates were established by classical geodetic methods
 DD3089.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3089
 DD3089.The orthometric height was determined by vertical angle observations.
 DD3089
 DD3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3089
 DD3089.The geoid height was determined by GEOID03.
 DD3089
 DD3089;                    North         East     Units Scale Factor Converg.
 DD3089;SPC SC       -   155,230.760   748,564.004   MT  0.99982366   +0 49 36.0
 DD3089;SPC SC       -   509,287.27  2,455,918.65   iFT  0.99982366   +0 49 36.0
 DD3089;UTM  17      - 3,677,117.333   638,944.055   MT  0.99983802   +0 49 01.6
 DD3089
 DD3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3089!SPC SC       -   1.00000323  x   0.99982366  =   0.99982689
 DD3089!UTM  17      -   1.00000323  x   0.99983802  =   0.99984125
 DD3089
 DD3089                          SUPERSEDED SURVEY CONTROL
 DD3089
 DD3089  NAD 83(2001)-  33 13 26.60844(N)    079 30 32.09837(W) AD(       ) 2
 DD3089  NAD 83(1986)-  33 13 26.62027(N)    079 30 32.10236(W) AD(       ) 2
 DD3089  NAD 27      -  33 13 26.01684(N)    079 30 32.86834(W) AD(       ) 2
 DD3089  NGVD 29 (07/19/86)   13.4    (m)           44.     (f) VERT ANG       
 DD3089
 DD3089.Superseded values are not recommended for survey control.
 DD3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3089.See file dsdata.txt to determine how the superseded data were derived.
 DD3089
 DD3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3894477117(NAD 83)
 DD3089_MARKER: DD = SURVEY DISK
 DD3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3089_SP_SET: CONCRETE POST
 DD3089_STAMPING: RM 2 008 002 1981
 DD3089_MARK LOGO: SCGS  
 DD3089_PROJECTION: PROJECTING 15 CENTIMETERS
 DD3089_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3089+STABILITY: SURFACE MOTION
 DD3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3089+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 DD3089
 DD3089  HISTORY     - Date     Condition        Report By
 DD3089  HISTORY     - 1981     MONUMENTED       SCGS
 DD3089  HISTORY     - 19930920 GOOD             SCGS
 DD3089  HISTORY     - 19971006 GOOD             SCGS
 DD3089  HISTORY     - 20031216 GOOD             SCGS
 DD3089
 DD3089                          STATION DESCRIPTION
 DD3089
 DD3089'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3089'STATION IS LOCATED 16.2 MILES (26.1 KM) SOUTHWEST OF GEORGETOWN, 10.0
 DD3089'MILES (16.1 KM) NORTH OF MCCLELLANVILLE. OWNERHSIP--FRANCIS MARION
 DD3089'NATIONAL FOREST. TO REACH THE STATION FROM THE SOUTH END OF THE
 DD3089'BRIDGE OVER THE SOUTH SANTEE RIVER (GEORGETOWN/CHARLESTON COUNTY
 DD3089'LINE), GO SOUTHWEST ON HIGHWAY 17 FOR 1.0 MILE (1.6 KM) TO THE
 DD3089'JUNCTION OF STATE ROAD 857, TURN RIGHT ON ROAD 857 FOR 3.4 MILES
 DD3089'(5.5 KM) TO THE END OF PAVEMENT, CONTINUE AHEAD ON ROAD 857 FOR 0.85
 DD3089'MILE (1.37 KM) TO A SIDE ROAD LEFT AT THE NATIONAL FOREST BOUNDARY
 DD3089'LINE, CONTINUE AHEAD ON FOREST SERVICE ROAD 204 FOR 0.25 MILE
 DD3089'(0.40 KM) TO A BRIDGE OVER WAMBAW CREEK, CONTINUE ON THE MAIN ROAD
 DD3089'FOR 2.7 MILES (4.3 KM) TO A SIDE ROAD RIGHT (FOREST SERVICE ROAD
 DD3089'204D), TURN RIGHT ON ROAD 204D FOR 0.15 MILE (0.24 KM) TO THE STATION
 DD3089'IN THE EAST ANGLE OF A DIRT ROAD RIGHT. STATION IS A CONCRETE POST
 DD3089'PROJECTING 0.2 FOOT, 7.5 METERS (24.6 FT) WEST OF A 0.8-FOOT OAK
 DD3089'TREE, 0.5 METER (1.6 FT) NORTHWEST OF A WITNESS POST, 5.5 METERS
 DD3089'(18.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 36.3 METERS
 DD3089'(119.1 FT) NORTHEAST OF THE CENTER OF ROAD 204D.
 DD3089
 DD3089                          STATION RECOVERY (1997)
 DD3089
 DD3089'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3089'STATION IS LOCATED 9.6 MILES NORTH NORTHWEST OF MCCLELLANVILLE, 29.0
 DD3089'MILES EAST OF
 DD3089'MONCKS CORNER.  OWNERSHIP--U.S. DEPARTMENT OF AGRICULTURE.
 DD3089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD3089'HIGHWAY 45
 DD3089'(PINCKNEY STREET), 1.0 MILE NORTHWEST OF MCCLELLANVILLE, GO NORTHEAST
 DD3089'ON HIGHWAY
 DD3089'17 FOR 6.65 MILES TO THE JUNCTION OF STATE ROAD 857 (RUTLEDGE
 DD3089'ROAD/SOUTH SANTEE ROAD),
 DD3089'TURN LEFT ON ROAD 857 FOR 3.4 MILES TO THE END OF PAVEMENT, CONTINUE
 DD3089'ON DIRT ROAD
 DD3089'(204) FOR 3.85 MILES TO THE JUNCTION OF A DIRT ROAD (204D), TURN RIGHT
 DD3089'ON 204D FOR 0.75
 DD3089'MILE TO JUNCTION OF A DIRT ROAD (204H), TURN RIGHT ON ROAD 204H FOR
 DD3089'125 FEET TO THE
 DD3089'STATION ON THE RIGHT IN THE WOODS.
 DD3089'STATION IS A CONCRETE POST PROJECTING 0.3 FOOT AND 0.5 FOOT ABOVE THE
 DD3089'ROAD, 124.0 FEET
 DD3089'NORTHEAST OF THE CENTER OF ROAD 204D, 98.0 FEET NORTH NORTHEAST OF A
 DD3089'FIBERGLASS
 DD3089'SIGN (204H), 19.5 FEET SOUTHEAST OF THE CENTER OF ROAD 204H, 1.6 FEET
 DD3089'WEST NORTHWEST
 DD3089'OF A WITNESS POST.
 DD3089'RECOVERED BY R.W. ROBERTS.
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089' 
 DD3089'
 DD3089
 DD3089                          STATION RECOVERY (2003)
 DD3089
 DD3089'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3089'STATION IS LOCATED 9.75 MILES NORTH NORTHWEST OF MCCLELLANVILLE, 29.25
 DD3089'MILES EAST OF  MONCKS CORNER. OWNERSHIP--FRANCIS MARION NATIONAL
 DD3089'FOREST, USDA FOREST SERVICE, 4931  BROAD RIVER ROAD, COLUMBIA, SC
 DD3089'29212-3530, PHONE 803 561-4000. TO REACH THE STATION FROM THE JUNCTION
 DD3089'OF U.S. HIGHWAY 17 AND STATE HIGHWAY 45  (PINCKNEY STREET), 0.95 MILE
 DD3089'WEST NORTHWEST OF MCCLELLANVILLE, GO NORTHEAST ON  HIGHWAY 17 FOR 6.45
 DD3089'MILES TO THE JUNCTION OF STATE ROAD 857 (RUTLEDGE ROAD) LEFT  AND
 DD3089'(SOUTH SANTEE ROAD) RIGHT, TURN LEFT ON ROAD 857 FOR 3.35 MILES TO THE
 DD3089'END OF  PAVEMENT, CONTINUE AHEAD ON A FORESTRY SERVICE SAND ROAD FOR
 DD3089'3.75 MILES TO THE  JUNCTION OF FORESTRY SERVICE ROAD (204D ECHAW)
 DD3089'RIGHT, TURN RIGHT ON THE FOREST  SERVICE ROAD FOR 0.25 MILE TO THE
 DD3089'JUNCTION OF FOREST SERVICE ROAD (204H), TURN RIGHT ON  ROAD 204H FOR
 DD3089'0.05 MILE TO THE STATION ON THE RIGHT AT THE EDGE OF A WOODED AREA.
 DD3089'STATION IS A CONCRETE POST PROJECTING 0.5 FOOT AND 0.5 FOOT ABOVE THE
 DD3089'ROAD, 226.0 FEET  EAST NORTHEAST OF SURVEY STATION 008 002, 18.6 FEET
 DD3089'SOUTHEAST OF THE CENTER OF ROAD  204H, 120.5 FEET NORTHEAST OF THE
 DD3089'CENTER OF ROAD 204D, 1.6 FEET WEST NORTHWEST OF A  WITNESS POST.
 DD3089'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008 002. RECOVERED BY
 DD3089'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3120 ***********************************************************************
 DD3120  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3120  DESIGNATION -  008 003
 DD3120  PID         -  DD3120
 DD3120  STATE/COUNTY-  SC/BERKELEY
 DD3120  USGS QUAD   -  SHULERVILLE (1973)
 DD3120
 DD3120                         *CURRENT SURVEY CONTROL
 DD3120  ___________________________________________________________________
 DD3120* NAD 83(2001)-  33 08 37.41148(N)    079 37 44.79805(W)     ADJUSTED  
 DD3120* NAVD 88     -        13.98   (meters)      45.9    (feet)  GPS OBS   
 DD3120  ___________________________________________________________________
 DD3120  X           -     962,340.518 (meters)                     COMP
 DD3120  Y           -  -5,258,426.887 (meters)                     COMP
 DD3120  Z           -   3,467,305.512 (meters)                     COMP
 DD3120  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DD3120  ELLIP HEIGHT-         -19.41  (meters)          (12/20/99) GPS OBS
 DD3120  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DD3120
 DD3120  HORZ ORDER  -  FIRST
 DD3120  ELLP ORDER  -  FOURTH    CLASS I
 DD3120
 DD3120.The horizontal coordinates were established by GPS observations
 DD3120.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3120
 DD3120.The orthometric height was determined by GPS observations and a
 DD3120.high-resolution geoid model using precise GPS observation and
 DD3120.processing techniques.
 DD3120
 DD3120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3120
 DD3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3120
 DD3120.The ellipsoidal height was determined by GPS observations
 DD3120.and is referenced to NAD 83.
 DD3120
 DD3120.The geoid height was determined by GEOID03.
 DD3120
 DD3120;                    North         East     Units Scale Factor Converg.
 DD3120;SPC SC       -   146,168.349   737,481.107   MT  0.99983545   +0 45 36.1
 DD3120;SPC SC       -   479,554.95  2,419,557.44   iFT  0.99983545   +0 45 36.1
 DD3120;UTM  17      - 3,668,056.943   627,859.688   MT  0.99980156   +0 44 58.6
 DD3120
 DD3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3120!SPC SC       -   1.00000305  x   0.99983545  =   0.99983850
 DD3120!UTM  17      -   1.00000305  x   0.99980156  =   0.99980461
 DD3120
 DD3120|---------------------------------------------------------------------|
 DD3120| PID    Reference Object                     Distance      Geod. Az  |
 DD3120|                                                           dddmmss.s |
 DD3120| DD3119 008 003 AZ MK                       394.170 METERS 04128     |
 DD3120| DD3647 008 003 RM 1                         10.740 METERS 09134     |
 DD3120|---------------------------------------------------------------------|
 DD3120
 DD3120                          SUPERSEDED SURVEY CONTROL
 DD3120
 DD3120  NAD 83(2001)-  33 08 37.41040(N)    079 37 44.79678(W) AD(       ) 2
 DD3120  NAD 83(1995)-  33 08 37.41062(N)    079 37 44.79715(W) AD(       ) 2
 DD3120  NAD 83(1986)-  33 08 37.41991(N)    079 37 44.79976(W) AD(       ) 2
 DD3120  NAD 27      -  33 08 36.81261(N)    079 37 45.53767(W) AD(       ) 2
 DD3120  NGVD 29 (06/10/92)   14.3    (m)           47.     (f) GPS OBS        
 DD3120
 DD3120.Superseded values are not recommended for survey control.
 DD3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3120.See file dsdata.txt to determine how the superseded data were derived.
 DD3120
 DD3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2786068057(NAD 83)
 DD3120_MARKER: DD = SURVEY DISK
 DD3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3120_SP_SET: CONCRETE POST
 DD3120_STAMPING: HORZ 008 003 1981
 DD3120_MARK LOGO: SCGS  
 DD3120_PROJECTION: PROJECTING 10 CENTIMETERS
 DD3120_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3120+STABILITY: SURFACE MOTION
 DD3120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3120+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 DD3120
 DD3120  HISTORY     - Date     Condition        Report By
 DD3120  HISTORY     - 1981     MONUMENTED       SCGS
 DD3120  HISTORY     - 1981     GOOD             SCGS
 DD3120  HISTORY     - 19910401 GOOD             SCGS
 DD3120  HISTORY     - 19970221 GOOD             USPSQD
 DD3120  HISTORY     - 20031216 GOOD             SCGS
 DD3120
 DD3120                          STATION DESCRIPTION
 DD3120
 DD3120'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3120'THE STATION IS LOCATED STATION IS LOCATED ABOUT 12 MILES
 DD3120'SOUTH-SOUTHEAST OF THE VILLAGE OF JAMESTOWN, ON STATE FOREST PROPERTY.
 DD3120'
 DD3120'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS U.S. 17A,
 DD3120'STATE 41 AND 45, GO EASTERLY ON HIGHWAY 45 FOR 10.4 MILES TO THE
 DD3120'SMALL COMMUNITY OF HONEY HILL.  TURN RIGHT AND GO SOUTHERLY ON ROAD
 DD3120'S-8-654 FOR 4.7 MILES TO STATION ON RIGHT.
 DD3120'
 DD3120'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3120'---008 003 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUEMNT
 DD3120'PROJECTING 4 INCHES ABOVE THE GROUND LOCATED 30.0 METERS W FROM THE
 DD3120'CENTER OF ROAD S8-654, 10.9 METERS W FROM A METAL WITNESS POST,  7.6
 DD3120'METERS W FROM THE THE CENTER OF TRACK ROAD,  8.7 METERS NW FROM A 18
 DD3120'INCH PINE TREE, AND 26.8 METERS W FROM THE WEST EDGE OF PAVEMENT.
 DD3120'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3120'DISK STAMPED---008 003 1981---SET INTO AN IRREGULAR MASS OF
 DD3120'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3120'
 DD3120'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3120'DISK STAMPED---008 003 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3120'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND LOCATED 19.5
 DD3120'METERS W FROM THE CENTER OF PAVED ROAD NO 58-654,  0.3 METERS W FROM
 DD3120'A METAL WITNESS POST,  2.4 METERS E FROM THE CENTER OF TRACK ROAD,
 DD3120'6.3 METERS NE FROM A 18 INCH PINE TREE, AND IS LEVEL WITH THE STATION.
 DD3120'
 DD3120'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3120'STAMPED---008 003 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3120'MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND LOCATED 10.1 METERS SE
 DD3120'FROM THE CENTER OF ROAD NO S-8-654,  7.0 METERS SE FROM THE THE EAST
 DD3120'EDGE OF PAVEMENT, AND  0.3 METERS NW FROM A METAL WITNESS POST.
 DD3120'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHERLY ON ROAD S-8-654
 DD3120'FOR 0.15 MILE TO MARK ON RIGHT.
 DD3120
 DD3120                          STATION RECOVERY (1981)
 DD3120
 DD3120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 DD3120'RECOVERED IN GOOD CONDITION.
 DD3120
 DD3120                          STATION RECOVERY (1991)
 DD3120
 DD3120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DD3120'STATION IS LOCATED 10.3 MILES (16.6 KM) EAST OF HUGER, 7.6 MILES
 DD3120'(12.2 KM) NORTH NORTHWEST OF AWENDAW. OWNERSHIP--SCDHPT, DIRECTOR OF
 DD3120'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3120'803-737-1350.
 DD3120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 701, STATE
 DD3120'HIGHWAY 45 AND STATE ROAD 1189 (SOUTH PINCKNEY STREET) IN
 DD3120'MCCLELLANVILLE, GO NORTH NORTHWEST ON HIGHWAY 45 FOR 6.15 MILES
 DD3120'(9.90 KM) TO THE BRIDGE OVER WAMBAW CREEK (CHARLESTON/BERKELEY COUNTY
 DD3120'LINE), CONTINUE ON HIGHWAY 45 FOR 3.8 MILES (6.1 KM) TO THE JUNCTION
 DD3120'OF STATE ROAD 654, TURN LEFT ON ROAD 654 FOR 4.1 MILES (6.6 KM) TO
 DD3120'THE JUNCTION OF STATE ROAD 172, CONTINUE ON ROAD 654 FOR 0.5 MILE
 DD3120'(0.8 KM) TO THE STATION ON THE RIGHT, 0.05 MILE (0.08 KM) NORTHEAST
 DD3120'OF THE JUNCTION OF A SAND ROAD RIGHT.
 DD3120'STATION IS A CONCRETE POST PROJECTING 3-INCHES AND LEVEL WITH THE
 DD3120'ROAD, 35.0 FEET (10.7 M) WEST OF SURVEY STATION 008 003 RM 1, 86.0
 DD3120'FEET (26.2 M) NORTHWEST OF THE CENTER OF THE ROAD, 1.3 FEET (0.4 M)
 DD3120'SOUTHEAST OF A WITNESS POST.
 DD3120'RECOVERED BY T. HALL.
 DD3120
 DD3120                          STATION RECOVERY (1997)
 DD3120
 DD3120'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD3120'RECOVERED IN GOOD CONDITION.
 DD3120
 DD3120                          STATION RECOVERY (2003)
 DD3120
 DD3120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3120'STATION IS LOCATED 7.35 MILES NORTH OF AWENDAW, 23.55 MILES EAST OF
 DD3120'MONCKS CORNER.  OWNERSHIP--FRANCIS MARION NATIONAL FOREST, USDA FOREST
 DD3120'SERVICE, 4931 BROAD RIVER ROAD,  COLUMBIA, SC 29212-3530, PHONE 803
 DD3120'561-4000. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17
 DD3120'ALTERNATE AND STATE  HIGHWAYS 41 AND 45 (FRENCH SANTEE ROAD) IN
 DD3120'JAMESTOWN, GO SOUTHEAST ON HIGHWAY 45  FOR 9.25 MILES TO THE JUNCTION
 DD3120'OF STATE ROAD 49 (SCHULERVILLE ROAD), TURN LEFT ON ROAD  49 FOR 2.85
 DD3120'MILES TO THE JUNCTION OF STATE ROAD 172 AHEAD (SCHULERVILLE ROAD) AND
 DD3120'ROAD 49 BENDS LEFT AS A SAND ROAD (SCHOOL BUS ROAD), CONTINUE ON ROAD
 DD3120'172 FOR 2.45  MILES TO THE JUNCTION OF STATE ROAD 654 (HALFWAY CREEK
 DD3120'ROAD), TURN RIGHT ON ROAD 654  FOR 0.45 MILE TO THE STATION ON THE
 DD3120'RIGHT IN A WOODED AREA. STATION IS A CONCRETE POST PROJECTING 0.3 FOOT
 DD3120'AND LEVEL WITH THE ROAD, 86.6 FEET  NORTHWEST OF THE CENTER OF THE
 DD3120'ROAD, 35.0 FEET WEST OF SURVEY STATION 008 003 RM 1, 49.2  FEET WEST
 DD3120'NORTHWEST OF A 1.6-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 DD3120'ATTACHED,  1.4 FEET SOUTHEAST OF A WITNESS POST. NOTE-STATION IS NOT
 DD3120'INTERVISIBLE WITH SURVEY STATION 008 003 AZ MK. NOTE-STATION IS
 DD3120'CONSIDERED MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3119 ***********************************************************************
 DD3119  DESIGNATION -  008 003 AZ MK
 DD3119  PID         -  DD3119
 DD3119  STATE/COUNTY-  SC/BERKELEY
 DD3119  USGS QUAD   -  SHULERVILLE (1973)
 DD3119
 DD3119                         *CURRENT SURVEY CONTROL
 DD3119  ___________________________________________________________________
 DD3119* NAD 83(2001)-  33 08 47.00007(N)    079 37 34.72822(W)     ADJUSTED  
 DD3119* NAVD 88     -        15.2    (meters)      50.     (feet)  VERT ANG  
 DD3119  ___________________________________________________________________
 DD3119  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DD3119  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DD3119
 DD3119  HORZ ORDER  -  THIRD
 DD3119
 DD3119.The horizontal coordinates were established by classical geodetic methods
 DD3119.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3119
 DD3119.The orthometric height was determined by vertical angle observations.
 DD3119
 DD3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3119
 DD3119.The geoid height was determined by GEOID03.
 DD3119
 DD3119;                    North         East     Units Scale Factor Converg.
 DD3119;SPC SC       -   146,467.139   737,738.096   MT  0.99983503   +0 45 41.7
 DD3119;SPC SC       -   480,535.23  2,420,400.58   iFT  0.99983503   +0 45 41.7
 DD3119;UTM  17      - 3,668,355.677   628,116.722   MT  0.99980238   +0 45 04.3
 DD3119
 DD3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3119!SPC SC       -   1.00000286  x   0.99983503  =   0.99983788
 DD3119!UTM  17      -   1.00000286  x   0.99980238  =   0.99980523
 DD3119
 DD3119                          SUPERSEDED SURVEY CONTROL
 DD3119
 DD3119  NAD 83(2001)-  33 08 46.99911(N)    079 37 34.72710(W) AD(       ) 2
 DD3119  NAD 83(1986)-  33 08 47.00869(N)    079 37 34.73010(W) AD(       ) 2
 DD3119  NAD 27      -  33 08 46.40132(N)    079 37 35.46788(W) AD(       ) 2
 DD3119  NGVD 29 (07/19/86)   15.5    (m)           51.     (f) VERT ANG       
 DD3119
 DD3119.Superseded values are not recommended for survey control.
 DD3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3119.See file dsdata.txt to determine how the superseded data were derived.
 DD3119
 DD3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2811768356(NAD 83)
 DD3119_MARKER: DD = SURVEY DISK
 DD3119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3119_SP_SET: CONCRETE POST
 DD3119_STAMPING: AZ MK 008 003 1981
 DD3119_MARK LOGO: SCGS  
 DD3119_PROJECTION: PROJECTING 5 CENTIMETERS
 DD3119_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3119+STABILITY: SURFACE MOTION
 DD3119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3119+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 DD3119
 DD3119  HISTORY     - Date     Condition        Report By
 DD3119  HISTORY     - 1981     MONUMENTED       SCGS
 DD3119  HISTORY     - 19910401 GOOD             SCGS
 DD3119  HISTORY     - 19970221 GOOD             USPSQD
 DD3119  HISTORY     - 20031216 GOOD             SCGS
 DD3119
 DD3119                          STATION DESCRIPTION
 DD3119
 DD3119'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DD3119'STATION IS LOCATED 10.3 MILES (16.6 KM) EAST OF HUGER, 7.6 MILES
 DD3119'(12.2 KM) NORTH NORTHWEST OF AWENDAW. OWNERSHIP--SCDHPT, DIRECTOR OF
 DD3119'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3119'803-737-1350.
 DD3119'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 701, STATE
 DD3119'HIGHWAY 45 AND STATE ROAD 1189 (SOUTH PINCKNEY STREET) IN
 DD3119'MCCLELLANVILLE, GO NORTH NORTHWEST ON HIGHWAY 45 FOR 6.15 MILES
 DD3119'(9.90 KM) TO THE BRIDGE OVER WAMBAW CREEK (CHARLESTON/BERKELEY COUNTY
 DD3119'LINE), CONTINUE ON HIGHWAY 45 FOR 3.8 MILES (6.1 KM) TO THE JUNCTION
 DD3119'OF STATE ROAD 654, TURN LEFT ON ROAD 654 FOR 4.1 MILES (6.6 KM) TO
 DD3119'THE JUNCTION OF STATE ROAD 172, CONTINUE ON ROAD 654 FOR 0.25 MILE
 DD3119'(0.40 KM) TO THE STATION ON THE LEFT NEAR A DIM FIELD ACCESS ROAD.
 DD3119'STATION IS A CONCRETE POST PROJECTING 1-INCHES AND 0.5 FOOT (0.2 M)
 DD3119'BELOW ROAD 654, 33.3 FEET (10.1 M) SOUTHEAST OF THE CENTER OF ROAD
 DD3119'654, 5.7 FEET (1.7 M) SOUTHWEST OF THE CENTER OF THE ACCESS ROAD, 9.7
 DD3119'FEET (3.0 M) NORTH OF A 9-INCH PINE TREE WITH A SCGS REFERENCE WASHER
 DD3119'ATTACHED, 11.6 FEET (3.5 M) WEST OF A 4-INCH PIN OAK TREE WITH A SCGS
 DD3119'REFERENCE WASHER ATTACHED, 1.4 FEET (0.4 M) NORTHWEST OF A WITNESS
 DD3119'POST.
 DD3119'RECOVERED BY T. HALL.
 DD3119
 DD3119                          STATION RECOVERY (1997)
 DD3119
 DD3119'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD3119'RECOVERED IN GOOD CONDITION.
 DD3119
 DD3119                          STATION RECOVERY (2003)
 DD3119
 DD3119'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3119'STATION IS LOCATED 7.55 MILES NORTH OF AWENDAW, 29.3 MILES EAST OF
 DD3119'MONCKS CORNER.  OWNERSHIP--FRANCIS MARION NATIONAL FOREST, USDA FOREST
 DD3119'SERVICE, 4931 BROAD RIVER ROAD,  COLUMBIA, SC 29212-3530, PHONE 803
 DD3119'561-4000. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17
 DD3119'ALTERNATE AND STATE  HIGHWAYS 41 AND 45 (FRENCH SANTEE ROAD) IN
 DD3119'JAMESTOWN, GO SOUTHEAST ON HIGHWAY 45  FOR 9.25 MILES TO THE JUNCTION
 DD3119'OF STATE ROAD 49 (SCHULERVILLE ROAD), TURN LEFT ON ROAD  49 FOR 2.85
 DD3119'MILES TO THE JUNCTION OF STATE ROAD 172 AHEAD (SCHULERVILLE ROAD) AND
 DD3119'ROAD 49 BENDS LEFT AS A SAND ROAD (SCHOOL BUS ROAD), CONTINUE ON ROAD
 DD3119'172 FOR 2.45  MILES TO THE JUNCTION OF STATE ROAD 654 (HALFWAY CREEK
 DD3119'ROAD), TURN RIGHT ON ROAD 654  FOR 0.2 MILE TO THE STATION ON THE LEFT
 DD3119'IN A WOODED AREA. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND
 DD3119'0.5 FOOT ABOVE THE ROAD, 33.0 FEET  SOUTHEAST OF THE CENTER OF THE
 DD3119'ROAD, 9.7 FEET NORTH OF A 1.0-FOOT PINE TREE WITH A  SCGS REFERENCE
 DD3119'WASHER ATTACHED, 1.4 FEET NORTHWEST OF A WITNESS POST. NOTE-STATION IS
 DD3119'NOT INTERVISIBLE WITH SURVEY STATION 008 003. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3093 ***********************************************************************
 DD3093  DESIGNATION -  008 004 RM 2
 DD3093  PID         -  DD3093
 DD3093  STATE/COUNTY-  SC/BERKELEY
 DD3093  USGS QUAD   -  HONEY HILL (1973)
 DD3093
 DD3093                         *CURRENT SURVEY CONTROL
 DD3093  ___________________________________________________________________
 DD3093* NAD 83(2001)-  33 14 11.19316(N)    079 36 26.49069(W)     ADJUSTED  
 DD3093* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 DD3093  ___________________________________________________________________
 DD3093  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DD3093  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DD3093
 DD3093  HORZ ORDER  -  SECOND
 DD3093
 DD3093.The horizontal coordinates were established by classical geodetic methods
 DD3093.and adjusted by the National Geodetic Survey in March 2004..
 DD3093
 DD3093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3093
 DD3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3093
 DD3093.The geoid height was determined by GEOID03.
 DD3093
 DD3093;                    North         East     Units Scale Factor Converg.
 DD3093;SPC SC       -   156,475.839   739,371.548   MT  0.99982202   +0 46 19.5
 DD3093;SPC SC       -   513,372.18  2,425,759.67   iFT  0.99982202   +0 46 19.5
 DD3093;UTM  17      - 3,678,363.871   629,751.800   MT  0.99980757   +0 45 48.3
 DD3093
 DD3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3093!SPC SC       -   1.00000392  x   0.99982202  =   0.99982594
 DD3093!UTM  17      -   1.00000392  x   0.99980757  =   0.99981149
 DD3093
 DD3093                          SUPERSEDED SURVEY CONTROL
 DD3093
 DD3093  NAD 83(1986)-  33 14 11.20412(N)    079 36 26.49465(W) AD(       ) 2
 DD3093  NAD 27      -  33 14 10.59968(N)    079 36 27.24368(W) AD(       ) 2
 DD3093  NGVD 29 (07/19/86)    8.8    (m)           29.     (f) VERT ANG       
 DD3093
 DD3093.Superseded values are not recommended for survey control.
 DD3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3093.See file dsdata.txt to determine how the superseded data were derived.
 DD3093
 DD3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2975278364(NAD 83)
 DD3093_MARKER: DD = SURVEY DISK
 DD3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3093_SP_SET: CONCRETE POST
 DD3093_STAMPING: RM 2 008 004 1981
 DD3093_MARK LOGO: SCGS  
 DD3093_PROJECTION: FLUSH
 DD3093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3093+STABILITY: SURFACE MOTION
 DD3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3093+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 DD3093
 DD3093  HISTORY     - Date     Condition        Report By
 DD3093  HISTORY     - 1981     MONUMENTED       SCGS
 DD3093  HISTORY     - 19930920 GOOD             SCGS
 DD3093  HISTORY     - 20031216 GOOD             SCGS
 DD3093
 DD3093                          STATION DESCRIPTION
 DD3093
 DD3093'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3093'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTHEAST OF JAMESTOWN.
 DD3093'OWNERSHIP--STATE FOREST PROPERTY. TO REACH THE STATION FROM THE
 DD3093'JUNTION OF STATE HIGHWAYS 41, 45 AND U.S. HIGHWAY 17 ALTERNATE IN
 DD3093'JAMESTOWN, GO EAST ON HIGHWAY 45 FOR 6.45 MILES (10.38 KM) TO A SIDE
 DD3093'ROAD LEFT (FOREST ROAD 151), TURN LEFT ON ROAD 151 FOR 1.4 MILES
 DD3093'(2.3 KM) TO THE JUNCTION OF FOREST ROAD 269, GO NORTHWEST ON FOREST
 DD3093'ROAD 269 FOR 0.1 MILE (0.2 KM) TO THE STATION. STATION IS A CONCRETE
 DD3093'POST PROJECTING 0.4 FOOT, 5.8 METERS (19.0 FT) NORTH NORTHEAST OF THE
 DD3093'CENTER OF THE GRAVEL ROAD, 6.8 METERS (22.3 FT) SOUTH OF A 1.8-FOOT
 DD3093'PINE TREE, 0.3 METER (1.0 FT) SOUTHWEST OF A WITNESS POST.
 DD3093
 DD3093                          STATION RECOVERY (2003)
 DD3093
 DD3093'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3093'STATION IS LOCATED 6.0 MILES SOUTHEAST OF JAMESTOWN, 23.7 MILES EAST
 DD3093'OF MONCKS CORNER.  OWNERSHIP--FRANCIS MARION NATIONAL FOREST, USDA
 DD3093'FOREST SERVICE, 4931 BROAD RIVER ROAD,  COLUMBIA, SC 29212-3530, PHONE
 DD3093'803 561-4000. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3093'17 ALTERNATE AND STATE  HIGHWAYS 41 AND 45 (FRENCH SANTEE ROAD) IN
 DD3093'JAMESTOWN, GO SOUTHEAST ON HIGHWAY 45  FOR 6.4 MILES TO THE JUNCTION
 DD3093'OF FOREST SERVICE ROAD 151 (PRICE LANDING), TURN LEFT ON  THE SAND
 DD3093'ROAD FOR 1.4 MILES TO THE JUNCTION OF FOREST SERVICE ROAD 269-S (MEAD
 DD3093'SOUTH), TURN LEFT ON THE FOREST SERVICE SAND ROAD FOR 0.1 MILE TO THE
 DD3093'STATION ON THE  RIGHT AT THE EDGE OF A WOODED AREA. STATION IS A
 DD3093'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE  SAND ROAD,
 DD3093'18.0 FEET NORTHEAST OF THE CENTER OF THE SAND ROAD, 9.4 FEET  SOUTH
 DD3093'SOUTHEAST OF A 0.8-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 DD3093'ATTACHED, 1.5 FEET SOUTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1161 ***********************************************************************
 DD1161  DESIGNATION -  008 005
 DD1161  PID         -  DD1161
 DD1161  STATE/COUNTY-  SC/BERKELEY
 DD1161  USGS QUAD   -  BETHERA (1948)
 DD1161
 DD1161                         *CURRENT SURVEY CONTROL
 DD1161  ___________________________________________________________________
 DD1161* NAD 83(2001)-  33 13 21.80459(N)    079 45 45.86877(W)     ADJUSTED  
 DD1161* NAVD 88     -        16.648  (meters)      54.62   (feet)  ADJUSTED  
 DD1161  ___________________________________________________________________
 DD1161  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DD1161  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DD1161  DYNAMIC HT  -          16.630 (meters)      54.56  (feet)  COMP
 DD1161  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 DD1161
 DD1161  HORZ ORDER  -  SECOND
 DD1161  VERT ORDER  -  FIRST     CLASS II
 DD1161
 DD1161.The horizontal coordinates were established by classical geodetic methods
 DD1161.and adjusted by the National Geodetic Survey in March 2004..
 DD1161
 DD1161.The orthometric height was determined by differential leveling
 DD1161.and adjusted by the National Geodetic Survey in June 1991..
 DD1161
 DD1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1161
 DD1161.The geoid height was determined by GEOID03.
 DD1161
 DD1161.The dynamic height is computed by dividing the NAVD 88
 DD1161.geopotential number by the normal gravity value computed on the
 DD1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1161.degrees latitude (g = 980.6199 gals.).
 DD1161
 DD1161.The modeled gravity was interpolated from observed gravity values.
 DD1161
 DD1161;                    North         East     Units Scale Factor Converg.
 DD1161;SPC SC       -   154,770.430   724,911.344   MT  0.99982384   +0 41 09.4
 DD1161;SPC SC       -   507,777.00  2,378,318.06   iFT  0.99982384   +0 41 09.4
 DD1161;UTM  17      - 3,676,660.629   615,291.892   MT  0.99976388   +0 40 40.7
 DD1161
 DD1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1161!SPC SC       -   1.00000258  x   0.99982384  =   0.99982642
 DD1161!UTM  17      -   1.00000258  x   0.99976388  =   0.99976646
 DD1161
 DD1161|---------------------------------------------------------------------|
 DD1161| PID    Reference Object                     Distance      Geod. Az  |
 DD1161|                                                           dddmmss.s |
 DD1161| DD1163 008 005 RM 2                        211.717 METERS 19619     |
 DD1161| DD1162 008 005 RM 1                         20.871 METERS 26544     |
 DD1161|---------------------------------------------------------------------|
 DD1161
 DD1161                          SUPERSEDED SURVEY CONTROL
 DD1161
 DD1161  NAD 83(1986)-  33 13 21.81476(N)    079 45 45.87091(W) AD(       ) 2
 DD1161  NAD 27      -  33 13 21.21046(N)    079 45 46.59914(W) AD(       ) 2
 DD1161  NGVD 29 (03/21/89)   16.949  (m)           55.61   (f) ADJUSTED    1 2
 DD1161
 DD1161.Superseded values are not recommended for survey control.
 DD1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1161.See file dsdata.txt to determine how the superseded data were derived.
 DD1161
 DD1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1529276661(NAD 83)
 DD1161_MARKER: DD = SURVEY DISK
 DD1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1161_SP_SET: CONCRETE POST
 DD1161_STAMPING: HORZ 008 005 1981
 DD1161_MARK LOGO: SCGS  
 DD1161_PROJECTION: PROJECTING 5 CENTIMETERS
 DD1161_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1161+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2003
 DD1161
 DD1161  HISTORY     - Date     Condition        Report By
 DD1161  HISTORY     - 1981     MONUMENTED       SCGS
 DD1161  HISTORY     - 1983     GOOD             SCGS
 DD1161  HISTORY     - 20031211 GOOD             SCGS
 DD1161
 DD1161                          STATION DESCRIPTION
 DD1161
 DD1161'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1161'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF JAMESTOWN, ABOUT
 DD1161'0.15 MILE NORTHEAST OF THE SEABOARD COAST RAILROAD CROSSING AND IN A
 DD1161'CLEARING ON THE EAST SIDE OF HIGHWAY 41.
 DD1161'
 DD1161'TO REACH THE STATION FROM JAMESTOWN, AT THE INTERSECTION OF U.S.
 DD1161'HIGHWAY 17A, STATE HIGHWAYS 41 AND 45, GO SOUTHERLY ON HIGHWAY 41 FOR
 DD1161'6.1 MILES TO THE STATION ON THE LEFT IN A CLEARING ABOUT 0.2 MILE
 DD1161'BEFORE REACHING A RAILROAD CROSSING.
 DD1161'
 DD1161'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1161'---008-005 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DD1161'PROJECTING 4 INCHES ABOVE THE GROUND LOCATED 30.8 METERS E FROM THE
 DD1161'THE CENTER OF HIGHWAY 41, 27.3 METERS E FROM THE THE EAST EDGE OF THE
 DD1161'HIGHWAY, AND FROM A METAL WITNESS POST.
 DD1161'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1161'DISK STAMPED---008 005 1981---SET INTO AN IRREGULAR MASS OF
 DD1161'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD1161'
 DD1161'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1161'DISK STAMPED---008 005 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD1161'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 6 INCHES ABOVE THE
 DD1161'GROUND LOCATED 10.2 METERS E FROM THE CENTER OF HIGHWAY 41, 6.7
 DD1161'METERS E FROM THE EAST EDGE OF THE HIGHWAY
 DD1161'AND IS LEVEL WITH THE STATION.
 DD1161'
 DD1161'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1161'DISK STAMPED---008 005 RM 2 1981---SET INTO THE TOP OF A ROUND
 DD1161'CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE THE GROUND LOCATED 28.3
 DD1161'METERS N FROM THE THE CENTER OF A GRAVELED ENTRANCE, 96.6 METERS N
 DD1161'FROM THE NORTH RAIL OF RAILROAD TRACKS, 20.7 METERS N FROM THE NORTH
 DD1161'END OF A METAL CULVERT, AND 10.8 METERS W FROM THE CENTER OF HIGHWAY.
 DD1161'
 DD1161'TO REACH RM 2 FROM THE STATION, GO SOUTH ON HIGHWAY 41 FOR 0.1 MILE TO
 DD1161'MARK ON THE RIGHT.
 DD1161
 DD1161                          STATION RECOVERY (1983)
 DD1161
 DD1161'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DD1161'9.6 KM (6.0 MI) SW FROM JAMESTOWN.
 DD1161'9.6 KILOMETERS (6.0 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1161'POST OFFICE IN JAMESTOWN, SET IN A CLEARING, 0.25 KILOMETER (0.15
 DD1161'MILE) NORTH OF A RAILROAD CROSSING, 30.78 METERS (101.0 FEET)
 DD1161'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.73 METERS (87.7
 DD1161'FEET) EAST-NORTHEAST OF THE APPROXIMATE TIMBER EDGE, 20.79 METERS
 DD1161'(68.2 FEET) EAST OF 008 005 RM 1 SCGS.
 DD1161'THE MARK IS 0.24 METERS  WNW FROM A WITNESS POST.
 DD1161'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1161
 DD1161                          STATION RECOVERY (2003)
 DD1161
 DD1161'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1161'STATION IS LOCATED 5.9 MILES SOUTHWEST OF JAMESTOWN, 14.65 MILES EAST
 DD1161'OF MONCKS CORNER.  OWNERSHIP--MEAD WESTVACO, 4060 HIGHWAY 17
 DD1161'ALTERNATE, RIDGEVILLE, SC 29472, PHONE  843-873-3911. TO REACH THE
 DD1161'STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD1161'HIGHWAYS 41 AND 45 (FRENCH SANTEE ROAD) IN JAMESTOWN, GO SOUTHWEST ON
 DD1161'HIGHWAY 41  FOR 6.0 MILES TO THE STATION ON THE LEFT IN A WOODED AREA,
 DD1161'0.15 MILE NORTH OF A  RAILROAD CROSSING. STATION IS A CONCRETE POST
 DD1161'PROJECTING 0.2 FOOT AND LEVEL WITH THE HIGHWAY, 101.0  FEET EAST
 DD1161'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 68.4 FEET EAST OF SURVEY
 DD1161'STATION 008 005 RM 1, 1.3 FEET WEST OF A WITNESS POST. NOTE-STATION IS
 DD1161'NOT INTERVISIBLE WITH SURVEY STATION 008 005 RM 2. RECOVERED BY T.
 DD1161'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1162 ***********************************************************************
 DD1162  DESIGNATION -  008 005 RM 1
 DD1162  PID         -  DD1162
 DD1162  STATE/COUNTY-  SC/BERKELEY
 DD1162  USGS QUAD   -  BETHERA (1948)
 DD1162
 DD1162                         *CURRENT SURVEY CONTROL
 DD1162  ___________________________________________________________________
 DD1162* NAD 83(1986)-  33 13 20.     (N)    079 45 45.     (W)     SCALED    
 DD1162* NAVD 88     -        16.734  (meters)      54.90   (feet)  ADJUSTED  
 DD1162  ___________________________________________________________________
 DD1162  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DD1162  DYNAMIC HT  -          16.716 (meters)      54.84  (feet)  COMP
 DD1162  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 DD1162
 DD1162  VERT ORDER  -  FIRST     CLASS II
 DD1162
 DD1162.The horizontal coordinates were scaled from a topographic map and have
 DD1162.an estimated accuracy of +/- 6 seconds.
 DD1162
 DD1162.The orthometric height was determined by differential leveling
 DD1162.and adjusted by the National Geodetic Survey in June 1991..
 DD1162
 DD1162.The geoid height was determined by GEOID03.
 DD1162
 DD1162.The dynamic height is computed by dividing the NAVD 88
 DD1162.geopotential number by the normal gravity value computed on the
 DD1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1162.degrees latitude (g = 980.6199 gals.).
 DD1162
 DD1162.The modeled gravity was interpolated from observed gravity values.
 DD1162
 DD1162;                    North         East    Units  Estimated Accuracy
 DD1162;SPC SC       -   154,720.      724,930.      MT  (+/- 180 meters Scaled)
 DD1162
 DD1162                          SUPERSEDED SURVEY CONTROL
 DD1162
 DD1162  NGVD 29 (03/21/89)   17.035  (m)           55.89   (f) ADJUSTED    1 2
 DD1162
 DD1162.Superseded values are not recommended for survey control.
 DD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1162.See file dsdata.txt to determine how the superseded data were derived.
 DD1162
 DD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS153766(NAD 83)
 DD1162_MARKER: DD = SURVEY DISK
 DD1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1162_SP_SET: CONCRETE POST
 DD1162_STAMPING: RM 1 008 005 1981
 DD1162_MARK LOGO: SCGS  
 DD1162_PROJECTION: PROJECTING 10 CENTIMETERS
 DD1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1162
 DD1162  HISTORY     - Date     Condition        Report By
 DD1162  HISTORY     - 1981     MONUMENTED       SCGS
 DD1162  HISTORY     - 1983     GOOD             SCGS
 DD1162
 DD1162                          STATION DESCRIPTION
 DD1162
 DD1162'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DD1162'9.6 KM (6.0 MI) SW FROM JAMESTOWN.
 DD1162'9.6 KILOMETERS (6.0 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1162'POST OFFICE IN JAMESTOWN, SET IN A CLEARING 0.25 KILOMETER (0.15 MILE)
 DD1162'NORTH OF A RAILROAD CROSSING, 10.24 METERS (33.6 FEET) EAST-SOUTHEAST
 DD1162'OF THE CENTERLINE OF THE HIGHWAY, 12.01 METERS (39.4 FEET) NORTH OF
 DD1162'THE APPROXIMATE EDGE OF TIMBER, 20.79 METERS (68.2 FEET) WEST OF
 DD1162'STATION 008 005 SCGS.
 DD1162'THE MARK IS 0.31 METERS  SSW FROM A WITNESS POST.
 DD1162'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1163 ***********************************************************************
 DD1163  DESIGNATION -  008 005 RM 2
 DD1163  PID         -  DD1163
 DD1163  STATE/COUNTY-  SC/BERKELEY
 DD1163  USGS QUAD   -  BETHERA (1948)
 DD1163
 DD1163                         *CURRENT SURVEY CONTROL
 DD1163  ___________________________________________________________________
 DD1163* NAD 83(2001)-  33 13 15.20925(N)    079 45 48.16609(W)     ADJUSTED  
 DD1163* NAVD 88     -        16.820  (meters)      55.18   (feet)  ADJUSTED  
 DD1163  ___________________________________________________________________
 DD1163  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DD1163  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DD1163  DYNAMIC HT  -          16.802 (meters)      55.12  (feet)  COMP
 DD1163  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 DD1163
 DD1163  HORZ ORDER  -  SECOND
 DD1163  VERT ORDER  -  FIRST     CLASS II
 DD1163
 DD1163.The horizontal coordinates were established by classical geodetic methods
 DD1163.and adjusted by the National Geodetic Survey in March 2004..
 DD1163
 DD1163.The orthometric height was determined by differential leveling
 DD1163.and adjusted by the National Geodetic Survey in June 1991..
 DD1163
 DD1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1163
 DD1163.The geoid height was determined by GEOID03.
 DD1163
 DD1163.The dynamic height is computed by dividing the NAVD 88
 DD1163.geopotential number by the normal gravity value computed on the
 DD1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1163.degrees latitude (g = 980.6199 gals.).
 DD1163
 DD1163.The modeled gravity was interpolated from observed gravity values.
 DD1163
 DD1163;                    North         East     Units Scale Factor Converg.
 DD1163;SPC SC       -   154,566.580   724,854.304   MT  0.99982409   +0 41 08.1
 DD1163;SPC SC       -   507,108.20  2,378,130.92   iFT  0.99982409   +0 41 08.1
 DD1163;UTM  17      - 3,676,456.799   615,234.827   MT  0.99976372   +0 40 39.3
 DD1163
 DD1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1163!SPC SC       -   1.00000255  x   0.99982409  =   0.99982664
 DD1163!UTM  17      -   1.00000255  x   0.99976372  =   0.99976627
 DD1163
 DD1163                          SUPERSEDED SURVEY CONTROL
 DD1163
 DD1163  NAD 83(1986)-  33 13 15.21941(N)    079 45 48.16819(W) AD(       ) 2
 DD1163  NAD 27      -  33 13 14.61502(N)    079 45 48.89666(W) AD(       ) 2
 DD1163  NGVD 29 (03/21/89)   17.121  (m)           56.17   (f) ADJUSTED    1 2
 DD1163
 DD1163.Superseded values are not recommended for survey control.
 DD1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1163.See file dsdata.txt to determine how the superseded data were derived.
 DD1163
 DD1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1523576457(NAD 83)
 DD1163_MARKER: DD = SURVEY DISK
 DD1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1163_SP_SET: CONCRETE POST
 DD1163_STAMPING: RM 2 008 005 1981
 DD1163_MARK LOGO: SCGS  
 DD1163_PROJECTION: FLUSH
 DD1163_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1163+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2003
 DD1163
 DD1163  HISTORY     - Date     Condition        Report By
 DD1163  HISTORY     - 1981     MONUMENTED       SCGS
 DD1163  HISTORY     - 1984     GOOD             SCGS
 DD1163  HISTORY     - 20031211 GOOD             SCGS
 DD1163
 DD1163                          STATION DESCRIPTION
 DD1163
 DD1163'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1163'9.9 KM (6.15 MI) SW FROM JAMESTOWN.
 DD1163'9.9 KILOMETERS (6.15 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1163'JAMESTOWN POST OFFICE, SET ALONG THE WOODS EDGE IN THE NORTH ANGLE OF
 DD1163'A GRAVEL ROAD AND THE HIGHWAY, 103.48 METERS (339.5 FEET) NORTH OF THE
 DD1163'NORTH RAIL OF A SET OF RAILROAD TRACKS, 10.82 METERS (35.5 FEET)
 DD1163'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.3 METER (1.0 FOOT)
 DD1163'WEST-NORTHWEST OF THE APPROXIMATE EDGE OF THE TIMBER LINE,
 DD1163'28.04 METERS (92.0 FEET) NORTH OF THE APPROXIMATE CENTER OF THE GRAVEL
 DD1163'DRIVE.
 DD1163'THE MARK IS 0.24 METERS  ESE FROM A WITNESS POST.
 DD1163'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1163
 DD1163                          STATION RECOVERY (2003)
 DD1163
 DD1163'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1163'STATION IS LOCATED 6.15 MILES SOUTHWEST OF JAMESTOWN, 14.45 MILES EAST
 DD1163'OF MONCKS  CORNER.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DD1163'P.O. BOX 191, COLUMBIA, SC 29202,  PHONE 803-737-1350. TO REACH THE
 DD1163'STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD1163'HIGHWAYS 41 AND 45 (FRENCH SANTEE ROAD) IN JAMESTOWN, GO SOUTHWEST ON
 DD1163'HIGHWAY 41  FOR 6.15 MILES TO THE STATION ON THE RIGHT AT THE EDGE OF
 DD1163'A WOODED AREA AND IN THE  NORTHWEST ANGLE OF A DIM FIELD ACCESS ROAD
 DD1163'LEADING WEST, 0.05 MILE NORTH OF A RAILROAD  CROSSING. STATION IS A
 DD1163'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE HIGHWAY,
 DD1163'36.0  FEET WEST OF THE CENTER OF THE HIGHWAY, 69.0 FEET NORTH OF THE
 DD1163'NORTH END OF A 1.5-FOOT  METAL PIPE CULVERT BENEATH THE DIM FIELD
 DD1163'ROAD, 0.7 FOOT EAST OF A WITNESS POST. NOTE-STATION IS NOT
 DD1163'INTERVISIBLE WITH SURVEY STATION 008 005. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1266 ***********************************************************************
 DD1266  DESIGNATION -  008 006
 DD1266  PID         -  DD1266
 DD1266  STATE/COUNTY-  SC/BERKELEY
 DD1266  USGS QUAD   -  ALVIN (1990)
 DD1266
 DD1266                         *CURRENT SURVEY CONTROL
 DD1266  ___________________________________________________________________
 DD1266* NAD 83(2001)-  33 17 06.73836(N)    079 45 28.89010(W)     ADJUSTED  
 DD1266* NAVD 88     -         8.672  (meters)      28.45   (feet)  ADJUSTED  
 DD1266  ___________________________________________________________________
 DD1266  X           -     948,977.703 (meters)                     COMP
 DD1266  Y           -  -5,252,116.439 (meters)                     COMP
 DD1266  Z           -   3,480,430.460 (meters)                     COMP
 DD1266  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 DD1266  ELLIP HEIGHT-         -24.39  (meters)          (10/01/04) GPS OBS
 DD1266  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DD1266  DYNAMIC HT  -           8.663 (meters)      28.42  (feet)  COMP
 DD1266  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 DD1266
 DD1266  HORZ ORDER  -  FIRST
 DD1266  VERT ORDER  -  FIRST     CLASS II
 DD1266  ELLP ORDER  -  FOURTH    CLASS I
 DD1266
 DD1266.The horizontal coordinates were established by GPS observations
 DD1266.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1266
 DD1266.The orthometric height was determined by differential leveling
 DD1266.and adjusted by the National Geodetic Survey in June 1991..
 DD1266
 DD1266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1266
 DD1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1266
 DD1266.The ellipsoidal height was determined by GPS observations
 DD1266.and is referenced to NAD 83.
 DD1266
 DD1266.The geoid height was determined by GEOID03.
 DD1266
 DD1266.The dynamic height is computed by dividing the NAVD 88
 DD1266.geopotential number by the normal gravity value computed on the
 DD1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1266.degrees latitude (g = 980.6199 gals.).
 DD1266
 DD1266.The modeled gravity was interpolated from observed gravity values.
 DD1266
 DD1266;                    North         East     Units Scale Factor Converg.
 DD1266;SPC SC       -   161,703.725   725,267.616   MT  0.99981599   +0 41 18.8
 DD1266;SPC SC       -   530,524.03  2,379,486.93   iFT  0.99981599   +0 41 18.8
 DD1266;UTM  17      - 3,683,593.493   615,649.043   MT  0.99976490   +0 40 54.0
 DD1266
 DD1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1266!SPC SC       -   1.00000383  x   0.99981599  =   0.99981982
 DD1266!UTM  17      -   1.00000383  x   0.99976490  =   0.99976873
 DD1266
 DD1266|---------------------------------------------------------------------|
 DD1266| PID    Reference Object                     Distance      Geod. Az  |
 DD1266|                                                           dddmmss.s |
 DD1266| DD1267 008 006 RM 1                         14.431 METERS 03616     |
 DD1266| DD1268 008 006 AZ MK                       APPROX. 1.1 KM 2813458.4 |
 DD1266|---------------------------------------------------------------------|
 DD1266
 DD1266                          SUPERSEDED SURVEY CONTROL
 DD1266
 DD1266  NAD 83(2001)-  33 17 06.73799(N)    079 45 28.88858(W) AD(       ) 2
 DD1266  NAD 83(1986)-  33 17 06.74851(N)    079 45 28.89075(W) AD(       ) 2
 DD1266  NAD 27      -  33 17 06.14320(N)    079 45 29.62488(W) AD(       ) 2
 DD1266  NAVD 88 (10/01/04)    8.67   (m)           28.4    (f) LEVELING    3  
 DD1266  NGVD 29 (03/21/89)    8.973  (m)           29.44   (f) ADJUSTED    1 2
 DD1266
 DD1266.Superseded values are not recommended for survey control.
 DD1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1266.See file dsdata.txt to determine how the superseded data were derived.
 DD1266
 DD1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1564983593(NAD 83)
 DD1266_MARKER: DD = SURVEY DISK
 DD1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1266_SP_SET: CONCRETE POST
 DD1266_STAMPING: HORZ 008 006 1981
 DD1266_MARK LOGO: SCGS  
 DD1266_PROJECTION: FLUSH
 DD1266_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1266+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003
 DD1266
 DD1266  HISTORY     - Date     Condition        Report By
 DD1266  HISTORY     - 1981     MONUMENTED       SCGS
 DD1266  HISTORY     - 1984     GOOD             SCGS
 DD1266  HISTORY     - 20031203 GOOD             SCGS
 DD1266
 DD1266                          STATION DESCRIPTION
 DD1266
 DD1266'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1266'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST-SOUTHWEST FROM
 DD1266'JAMESTOWN, ABOUT 0.2 KM (0.1 MI) SOUTHEAST OF U.S. HIGHWAY 17A, ABOUT
 DD1266'0.3 KM (0.2 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 17A
 DD1266'AND STATE HIGHWAY 45, ON THE PROPERTY OF STATE FOREST.
 DD1266'
 DD1266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17A AND STATE
 DD1266'HIGHWAYS 41 AND 45 IN JAMESTOWN, GO WESTERLY ON U.S.  HIGHWAY 17A AND
 DD1266'STATE HIGHWAY 45 FOR 6.1 KM (3.8 MI) TO FORKS, HIGHWAY 45 BEARS
 DD1266'RIGHT, CONTINUE AHEAD ON U.S. HIGHWAY 17A FOR 0.2 KM (0.1 MI) TO SIDE
 DD1266'ROAD LEFT, TURN LEFT, GO SOUTH FOR 0.2 KM (0.1 MI) TO STATION.
 DD1266'
 DD1266'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1266'---008 006 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1266'CM IN DIAMETER PROJECTING 5.1 CM ABOVE THE GROUND LOCATED  7.6 METERS
 DD1266'S FROM APPROXIMATE CENTER OF DIRT ROAD,  3.9 METERS NE FROM
 DD1266'TRANSMISSION LINE POLE 187,  0.7 METERS SW FROM METAL WITNESS
 DD1266'POST, AND  0.8 METERS SE FROM TRANSMISSION LINE POLE NO NUMBER.
 DD1266'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1266'DISK STAMPED---008 006 1981---SET INTO AN IRREGULAR MASS OF
 DD1266'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD1266'
 DD1266'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1266'DISK STAMPED---008 006 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD1266'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1266'7.2 METERS NE FROM APPROXIMATE CENTER OF DIRT ROAD,  0.6 METERS
 DD1266'W FROM METAL WITNESS POST, 18.2 METERS NE FROM
 DD1266'TRANSMISSTION LINE POLE NO 187, AND IS LEVEL WITH THE STATION.
 DD1266'
 DD1266'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1266'STAMPED---008 006 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD1266'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 52.2 METERS
 DD1266'SE FROM APPROXIMATE CENTER OF DIRT ROAD,  0.6 METERS SE FROM
 DD1266'FROM METAL WITNESS POST, AND  0.8 METERS SE FROM TRANSMISSION
 DD1266'LINE POLE 78.
 DD1266'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHERLY ON DIRT ROAD FOR
 DD1266'(1 TENTH OF A MILE) 0.2 KM TO U.S. ALTERNATE 17A TURN LEFT (WESTERLY
 DD1266'FOR 65 HUNDREDS OF A MILE) 1.0 KM TO A DIRT CROSSROAD, TURN LEFT AND
 DD1266'GO (1 TENTH OF A MILE) 0.2 KM TO MARK ON LEFT IN FIELD.
 DD1266
 DD1266                          STATION RECOVERY (1984)
 DD1266
 DD1266'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1266'6.05 KM (3.75 MI) WEST FROM JAMESTOWN.
 DD1266'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1266'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 0.2
 DD1266'KILOMETER (0.1 MILE) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, THENCE
 DD1266'0.2 KILOMETER (0.1 MILE) SOUTH ALONG A GRAVEL ROAD TO A POWER LINE
 DD1266'CROSSING, SET NEAR THE NORTH POWER POLE ON THE RIGHT SIDE OF THE ROAD,
 DD1266'14.4 METERS (47.5 FEET) SOUTHWEST OF 008 006 RM 1 SCGS, 7.6 METERS
 DD1266'(25.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD,
 DD1266'4.0 METERS (13.4 FEET) NORTHEAST OF THE SOUTH POWER POLE, 0.9 METER
 DD1266'(3.0 FEET) SOUTHEAST OF THE NORTH POWER POLE.
 DD1266'THE MARK IS 0.70 METERS  SSE FROM A WITNESS POST.
 DD1266'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 DD1266
 DD1266                          STATION RECOVERY (2003)
 DD1266
 DD1266'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1266'STATION IS LOCATED 3.75 MILES WEST OF JAMESTOWN, 16.05 MILES EAST
 DD1266'NORTHEAST OF  MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1266'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 DD1266'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1266'17 ALTERNATE AND STATE  HIGHWAY 45 (SANTEE RIVER ROAD), 3.7 MILES WEST
 DD1266'OF JAMESTOWN, GO WEST NORTHWEST ON  HIGHWAY 17 ALTERNATE FOR 0.05 MILE
 DD1266'TO THE JUNCTION OF A SAND ROAD LEFT JUST TO THE SIDE  OF A WATER TANK
 DD1266'MUNICIPAL AREA, TURN LEFT ON THE SAND ROAD FOR 0.15 MILE TO THE
 DD1266'STATION  ON THE RIGHT NEAR A LARGE POWER POLE. STATION IS A CONCRETE
 DD1266'POST FLUSH WITH THE GROUND AND LEVEL WITH THE SAND  ROAD, 24.5 FEET
 DD1266'SOUTHWEST OF THE CENTER OF THE SAND ROAD, 3.3 FEET SOUTHEAST  OF THE
 DD1266'POWER POLE NUMBER 187, 3.3 FEET SOUTHEAST OF A WITNESS POST. RECOVERED
 DD1266'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1267 ***********************************************************************
 DD1267  DESIGNATION -  008 006 RM 1
 DD1267  PID         -  DD1267
 DD1267  STATE/COUNTY-  SC/BERKELEY
 DD1267  USGS QUAD   -  ALVIN (1990)
 DD1267
 DD1267                         *CURRENT SURVEY CONTROL
 DD1267  ___________________________________________________________________
 DD1267* NAD 83(1986)-  33 17 08.     (N)    079 45 29.     (W)     SCALED    
 DD1267* NAVD 88     -         8.664  (meters)      28.43   (feet)  ADJUSTED  
 DD1267  ___________________________________________________________________
 DD1267  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DD1267  DYNAMIC HT  -           8.655 (meters)      28.40  (feet)  COMP
 DD1267  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 DD1267
 DD1267  VERT ORDER  -  FIRST     CLASS II
 DD1267
 DD1267.The horizontal coordinates were scaled from a topographic map and have
 DD1267.an estimated accuracy of +/- 6 seconds.
 DD1267
 DD1267.The orthometric height was determined by differential leveling
 DD1267.and adjusted by the National Geodetic Survey in June 1991..
 DD1267
 DD1267.The geoid height was determined by GEOID03.
 DD1267
 DD1267.The dynamic height is computed by dividing the NAVD 88
 DD1267.geopotential number by the normal gravity value computed on the
 DD1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1267.degrees latitude (g = 980.6199 gals.).
 DD1267
 DD1267.The modeled gravity was interpolated from observed gravity values.
 DD1267
 DD1267;                    North         East    Units  Estimated Accuracy
 DD1267;SPC SC       -   161,740.      725,260.      MT  (+/- 180 meters Scaled)
 DD1267
 DD1267                          SUPERSEDED SURVEY CONTROL
 DD1267
 DD1267  NGVD 29 (03/21/89)    8.965  (m)           29.41   (f) ADJUSTED    1 2
 DD1267
 DD1267.Superseded values are not recommended for survey control.
 DD1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1267.See file dsdata.txt to determine how the superseded data were derived.
 DD1267
 DD1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS156836(NAD 83)
 DD1267_MARKER: DD = SURVEY DISK
 DD1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1267_SP_SET: CONCRETE POST
 DD1267_STAMPING: RM 1 008 006 1981
 DD1267_MARK LOGO: SCGS  
 DD1267_PROJECTION: PROJECTING 3 CENTIMETERS
 DD1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1267
 DD1267  HISTORY     - Date     Condition        Report By
 DD1267  HISTORY     - 1981     MONUMENTED       SCGS
 DD1267  HISTORY     - 1984     GOOD             SCGS
 DD1267
 DD1267                          STATION DESCRIPTION
 DD1267
 DD1267'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1267'6.05 KM (3.75 MI) WEST FROM JAMESTOWN.
 DD1267'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1267'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 0.2
 DD1267'KILOMETER (0.1 MILE) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, THENCE
 DD1267'0.2 KILOMETER (0.1 MILE) SOUTH ALONG A GRAVEL ROAD TO A POWER LINE
 DD1267'CROSSING, SET ALONG THE TIMBER EDGE NORTH OF THE POWER LINE CROSSING,
 DD1267'14.4 METERS (47.5 FEET) NORTHEAST OF 008 006 SCGS, 18.3 METERS (60.0
 DD1267'FEET) NORTH-NORTHEAST OF THE SOUTH POWER POLE, 7.1 METERS (23.4 FEET)
 DD1267'NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 0.3 METER (1.0
 DD1267'FOOT) SOUTH OF THE APPROXIMATE EDGE OF THE TIMBER.
 DD1267'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 DD1267'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1242 ***********************************************************************
 DD1242  DESIGNATION -  008 007
 DD1242  PID         -  DD1242
 DD1242  STATE/COUNTY-  SC/BERKELEY
 DD1242  USGS QUAD   -  JAMESTOWN (1973)
 DD1242
 DD1242                         *CURRENT SURVEY CONTROL
 DD1242  ___________________________________________________________________
 DD1242* NAD 83(2001)-  33 16 48.84826(N)    079 43 46.68215(W)     ADJUSTED  
 DD1242* NAVD 88     -        10.678  (meters)      35.03   (feet)  ADJUSTED  
 DD1242  ___________________________________________________________________
 DD1242  X           -     951,634.317 (meters)                     COMP
 DD1242  Y           -  -5,251,944.744 (meters)                     COMP
 DD1242  Z           -   3,479,970.753 (meters)                     COMP
 DD1242  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 DD1242  ELLIP HEIGHT-         -22.48  (meters)          (10/01/04) GPS OBS
 DD1242  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DD1242  DYNAMIC HT  -          10.667 (meters)      35.00  (feet)  COMP
 DD1242  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DD1242
 DD1242  HORZ ORDER  -  FIRST
 DD1242  VERT ORDER  -  FIRST     CLASS II
 DD1242  ELLP ORDER  -  FOURTH    CLASS I
 DD1242
 DD1242.The horizontal coordinates were established by GPS observations
 DD1242.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1242
 DD1242.The orthometric height was determined by differential leveling
 DD1242.and adjusted by the National Geodetic Survey in June 1991..
 DD1242
 DD1242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1242
 DD1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1242
 DD1242.The ellipsoidal height was determined by GPS observations
 DD1242.and is referenced to NAD 83.
 DD1242
 DD1242.The geoid height was determined by GEOID03.
 DD1242
 DD1242.The dynamic height is computed by dividing the NAVD 88
 DD1242.geopotential number by the normal gravity value computed on the
 DD1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1242.degrees latitude (g = 980.6199 gals.).
 DD1242
 DD1242.The modeled gravity was interpolated from observed gravity values.
 DD1242
 DD1242;                    North         East     Units Scale Factor Converg.
 DD1242;SPC SC       -   161,184.845   727,918.378   MT  0.99981657   +0 42 15.4
 DD1242;SPC SC       -   528,821.67  2,388,183.65   iFT  0.99981657   +0 42 15.4
 DD1242;UTM  17      - 3,683,074.314   618,299.615   MT  0.99977254   +0 41 49.8
 DD1242
 DD1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1242!SPC SC       -   1.00000353  x   0.99981657  =   0.99982010
 DD1242!UTM  17      -   1.00000353  x   0.99977254  =   0.99977607
 DD1242
 DD1242|---------------------------------------------------------------------|
 DD1242| PID    Reference Object                     Distance      Geod. Az  |
 DD1242|                                                           dddmmss.s |
 DD1242| DD1241 008 007 RM 2 AZ                     278.502 METERS 05050     |
 DD1242| DD1270 EVANS                               APPROX. 5.3 KM 2820315.5 |
 DD1242| DD1243 008 007 RM 1                         12.588 METERS 35209     |
 DD1242|---------------------------------------------------------------------|
 DD1242
 DD1242                          SUPERSEDED SURVEY CONTROL
 DD1242
 DD1242  NAD 83(2001)-  33 16 48.84618(N)    079 43 46.67320(W) AD(       ) 2
 DD1242  NAD 83(1986)-  33 16 48.85677(N)    079 43 46.67538(W) AD(       ) 2
 DD1242  NAD 27      -  33 16 48.25157(N)    079 43 47.41232(W) AD(       ) 2
 DD1242  NAVD 88 (10/01/04)   10.68   (m)           35.0    (f) LEVELING    3  
 DD1242  NGVD 29 (03/21/89)   10.980  (m)           36.02   (f) ADJUSTED    1 2
 DD1242
 DD1242.Superseded values are not recommended for survey control.
 DD1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1242.See file dsdata.txt to determine how the superseded data were derived.
 DD1242
 DD1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1830083074(NAD 83)
 DD1242_MARKER: DD = SURVEY DISK
 DD1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1242_SP_SET: CONCRETE POST
 DD1242_STAMPING: HORZ 008 007 1981
 DD1242_MARK LOGO: SCGS  
 DD1242_PROJECTION: RECESSED 3 CENTIMETERS
 DD1242_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1242+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2003
 DD1242
 DD1242  HISTORY     - Date     Condition        Report By
 DD1242  HISTORY     - 1981     MONUMENTED       SCGS
 DD1242  HISTORY     - 1984     GOOD             SCGS
 DD1242  HISTORY     - 20031211 GOOD             SCGS
 DD1242
 DD1242                          STATION DESCRIPTION
 DD1242
 DD1242'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1242'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF JAMESTOWN, ABOUT
 DD1242'4.0 KM (2.5 MI) SOUTH OF THE SANTEE RIVER, ABOUT 0.15 KM (0.1 MI)
 DD1242'SOUTH OF U.S. HIGHWAY 17A ON FOREST PROPERTY.
 DD1242'
 DD1242'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17A, STATE
 DD1242'HIGHWAYS 45 AND 41 IN JAMESTOWN, GO WESTERLY ON U.S. HIGHWAY 17A AND
 DD1242'STATE HIGHWAY 45 FOR 3.5 KM (2.2 MI) TO A SIDE ROAD LEFT, TURN LEFT,
 DD1242'GO SOUTH ON DIRT ROAD FOR 0.15 KM (0.1 MI) TO POWER POLE NO 209 AND
 DD1242'STATION ON LEFT.
 DD1242'
 DD1242'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1242'---008 007 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1242'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.4 METERS E FROM
 DD1242'APPROXIMATE CENTER OF DIRT ROAD,  0.9 METERS NW FROM POWER POLE
 DD1242'NO 209,  0.6 METERS NW FROM METAL WITNESS POST, AND 14.0 METERS
 DD1242'S FROM POWER POLE.
 DD1242'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1242'DISK STAMPED---008 007 1981---SET INTO AN IRREGULAR MASS OF
 DD1242'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD1242'
 DD1242'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1242'DISK STAMPED---008 007 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD1242'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1242'9.1 METERS SE FROM APPROXIMATE CENTER OF DIRT ROAD,  0.6 METERS
 DD1242'SE FROM METAL WITNESS POST,  1.6 METERS SE FROM POWER POLE,
 DD1242'13.2 METERS N FROM TRANSMISSION LINE POLE NO 209, AND IS LEVEL
 DD1242'WITH THE STATION.
 DD1242'
 DD1242'REFERENCE MARK NO. 2 IS A STANDARD SCGS DISK STAMPED---
 DD1242'008 007 1981 RM 2---SET INTO THE TOP OF A ROUND CONCRETE
 DD1242'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.4 METERS
 DD1242'NE FROM CENTER OF U.S. ALTERNATE 17,  0.7 METERS S FROM
 DD1242'METAL WITNESS POST, 19.9 METERS E FROM POWER POLE, 13.7 METERS
 DD1242'NE FROM APPROXIMATE CENTER OF DRIVEWAY, AND IS LEVEL WITH THE
 DD1242'STATION.
 DD1242
 DD1242                          STATION RECOVERY (1984)
 DD1242
 DD1242'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1242'3.4 KM (2.1 MI) WEST FROM JAMESTOWN.
 DD1242'3.4 KILOMETERS (2.1 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1242'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, THENCE 0.2
 DD1242'KILOMETER (0.1 MILE) SOUTHERLY ALONG A GRAVEL ROAD, SET NEAR THE SOUTH
 DD1242'POWER POLE OF A MAJOR POWER LINE CROSSING, 16.86 METERS (55.3 FEET)
 DD1242'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD,
 DD1242'4.05 METERS (13.3 FEET) SOUTH-SOUTHWEST OF THE NORTH POWER POLE OF THE
 DD1242'MAJOR POWER LINE, 0.91 METER (3.0 FEET) NORTHWEST OF SOUTH POWER POLE
 DD1242'NUMBER 209 OF THE MAJOR POWER LINE, 12.5 METERS (41.0 FEET) SOUTH OF
 DD1242'008 007 RM 1 SCGS.
 DD1242'THE MARK IS 0.60 METERS  NW FROM A WITNESS POST.
 DD1242'THE MARK IS 0.30 M BELOW ROAD.
 DD1242
 DD1242                          STATION RECOVERY (2003)
 DD1242
 DD1242'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1242'STATION IS LOCATED 2.15 MILES WEST OF JAMESTOWN, 17.45 MILES EAST
 DD1242'NORTHEAST OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1242'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 DD1242'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1242'17 ALTERNATE AND STATE  HIGHWAYS 41 AND 45  (SANTEE RIVER ROAD) IN
 DD1242'JAMESTOWN, GO WEST NORTHWEST ON HIGHWAYS  17 ALTERNATE AND 45 FOR 2.05
 DD1242'MILES TO THE JUNCTION OF A GRAVEL ROAD LEFT (GUMVILLE ROAD),  TURN
 DD1242'LEFT ON THE GRAVEL ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT NEAR A
 DD1242'POWER POLE  OF A HIGH TENSION POWER LINE AND RIGHT OF WAY. STATION IS
 DD1242'A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE GRAVEL ROAD, 57.0
 DD1242'FEET SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 5.0 FEET WEST
 DD1242'NORTHWEST OF THE  POWER POLE NUMBER 209, 13.5 FEET SOUTHWEST OF A
 DD1242'POWER POLE NUMBER 116871, 2.0  FEET NORTHWEST OF A WITNESS POST.
 DD1242'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1243 ***********************************************************************
 DD1243  DESIGNATION -  008 007 RM 1
 DD1243  PID         -  DD1243
 DD1243  STATE/COUNTY-  SC/BERKELEY
 DD1243  USGS QUAD   -  JAMESTOWN (1973)
 DD1243
 DD1243                         *CURRENT SURVEY CONTROL
 DD1243  ___________________________________________________________________
 DD1243* NAD 83(1986)-  33 16 49.     (N)    079 43 47.     (W)     SCALED    
 DD1243* NAVD 88     -        10.744  (meters)      35.25   (feet)  ADJUSTED  
 DD1243  ___________________________________________________________________
 DD1243  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DD1243  DYNAMIC HT  -          10.733 (meters)      35.21  (feet)  COMP
 DD1243  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 DD1243
 DD1243  VERT ORDER  -  FIRST     CLASS II
 DD1243
 DD1243.The horizontal coordinates were scaled from a topographic map and have
 DD1243.an estimated accuracy of +/- 6 seconds.
 DD1243
 DD1243.The orthometric height was determined by differential leveling
 DD1243.and adjusted by the National Geodetic Survey in June 1991..
 DD1243
 DD1243.The geoid height was determined by GEOID03.
 DD1243
 DD1243.The dynamic height is computed by dividing the NAVD 88
 DD1243.geopotential number by the normal gravity value computed on the
 DD1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1243.degrees latitude (g = 980.6199 gals.).
 DD1243
 DD1243.The modeled gravity was interpolated from observed gravity values.
 DD1243
 DD1243;                    North         East    Units  Estimated Accuracy
 DD1243;SPC SC       -   161,190.      727,910.      MT  (+/- 180 meters Scaled)
 DD1243
 DD1243                          SUPERSEDED SURVEY CONTROL
 DD1243
 DD1243  NGVD 29 (03/21/89)   11.046  (m)           36.24   (f) ADJUSTED    1 2
 DD1243
 DD1243.Superseded values are not recommended for survey control.
 DD1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1243.See file dsdata.txt to determine how the superseded data were derived.
 DD1243
 DD1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS182830(NAD 83)
 DD1243_MARKER: DD = SURVEY DISK
 DD1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1243_SP_SET: CONCRETE POST
 DD1243_STAMPING: RM 1 008 007 1981
 DD1243_MARK LOGO: SCGS  
 DD1243_PROJECTION: FLUSH
 DD1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1243
 DD1243  HISTORY     - Date     Condition        Report By
 DD1243  HISTORY     - 1981     MONUMENTED       SCGS
 DD1243  HISTORY     - 1984     GOOD             SCGS
 DD1243
 DD1243                          STATION DESCRIPTION
 DD1243
 DD1243'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1243'3.4 KM (2.1 MI) WEST FROM JAMESTOWN.
 DD1243'3.4 KILOMETERS (2.1 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1243'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, THENCE 0.2
 DD1243'KILOMETER (0.1 MILE) SOUTHERLY ALONG A GRAVEL ROAD, SET BY A POWER
 DD1243'POLE ALONG THE NORTH EDGE OF A LARGE POWER LINE RIGHT OF WAY,
 DD1243'8.84 METERS (29.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 DD1243'THE GRAVEL ROAD, 9.3 METERS (30.5 FEET) NORTH-NORTHWEST OF THE NORTH
 DD1243'POWER POLE OF THE MAJOR POWER LINE, 1.83 METERS (6.0 FEET) SOUTHEAST
 DD1243'OF A SINGLE POWER POLE, 12.5 METERS (41.0 FEET) NORTH OF STATION 008
 DD1243'007 SCGS.
 DD1243'THE MARK IS 0.60 METERS  SSW FROM A WITNESS POST.
 DD1243'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1241 ***********************************************************************
 DD1241  DESIGNATION -  008 007 RM 2 AZ
 DD1241  PID         -  DD1241
 DD1241  STATE/COUNTY-  SC/BERKELEY
 DD1241  USGS QUAD   -  JAMESTOWN (1973)
 DD1241
 DD1241                         *CURRENT SURVEY CONTROL
 DD1241  ___________________________________________________________________
 DD1241* NAD 83(2001)-  33 16 54.55720(N)    079 43 38.33725(W)     ADJUSTED  
 DD1241* NAVD 88     -        12.562  (meters)      41.21   (feet)  ADJUSTED  
 DD1241  ___________________________________________________________________
 DD1241  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 DD1241  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DD1241  DYNAMIC HT  -          12.549 (meters)      41.17  (feet)  COMP
 DD1241  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 DD1241
 DD1241  HORZ ORDER  -  SECOND
 DD1241  VERT ORDER  -  FIRST     CLASS II
 DD1241
 DD1241.The horizontal coordinates were established by classical geodetic methods
 DD1241.and adjusted by the National Geodetic Survey in March 2004..
 DD1241
 DD1241.The orthometric height was determined by differential leveling
 DD1241.and adjusted by the National Geodetic Survey in June 1991..
 DD1241
 DD1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1241
 DD1241.The geoid height was determined by GEOID03.
 DD1241
 DD1241.The dynamic height is computed by dividing the NAVD 88
 DD1241.geopotential number by the normal gravity value computed on the
 DD1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1241.degrees latitude (g = 980.6199 gals.).
 DD1241
 DD1241.The modeled gravity was interpolated from observed gravity values.
 DD1241
 DD1241;                    North         East     Units Scale Factor Converg.
 DD1241;SPC SC       -   161,363.338   728,132.096   MT  0.99981639   +0 42 20.1
 DD1241;SPC SC       -   529,407.28  2,388,884.83   iFT  0.99981639   +0 42 20.1
 DD1241;UTM  17      - 3,683,252.772   618,513.346   MT  0.99977317   +0 41 54.5
 DD1241
 DD1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1241!SPC SC       -   1.00000323  x   0.99981639  =   0.99981962
 DD1241!UTM  17      -   1.00000323  x   0.99977317  =   0.99977640
 DD1241
 DD1241                          SUPERSEDED SURVEY CONTROL
 DD1241
 DD1241  NAD 83(1986)-  33 16 54.56779(N)    079 43 38.33944(W) AD(       ) 2
 DD1241  NAD 27      -  33 16 53.96278(N)    079 43 39.07666(W) AD(       ) 2
 DD1241  NGVD 29 (03/21/89)   12.863  (m)           42.20   (f) ADJUSTED    1 2
 DD1241
 DD1241.Superseded values are not recommended for survey control.
 DD1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1241.See file dsdata.txt to determine how the superseded data were derived.
 DD1241
 DD1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1851383253(NAD 83)
 DD1241_MARKER: DD = SURVEY DISK
 DD1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1241_SP_SET: CONCRETE POST
 DD1241_STAMPING: RM 2 008 007 1981
 DD1241_MARK LOGO: SCGS  
 DD1241_PROJECTION: FLUSH
 DD1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1241
 DD1241  HISTORY     - Date     Condition        Report By
 DD1241  HISTORY     - 1981     MONUMENTED       SCGS
 DD1241  HISTORY     - 1984     GOOD             SCGS
 DD1241  HISTORY     - 20031211 MARK NOT FOUND   SCGS
 DD1241
 DD1241                          STATION DESCRIPTION
 DD1241
 DD1241'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1241'3.2 KM (2.0 MI) WEST FROM JAMESTOWN.
 DD1241'3.2 KILOMETERS (2.0 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1241'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, SET AT THE
 DD1241'EDGE OF THE HIGHWAY ACROSS FROM A ONE-STORY BRICK HOUSE WITH A ONE CAR
 DD1241'GARAGE, 46.06 METERS (151.5 FEET) WEST OF THE EXTENDED CENTER OF THE
 DD1241'DRIVEWAY LEADING TO THE GARDEN AND A SHED BEHIND THE HOUSE,
 DD1241'6.37 METERS (20.9 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DD1241'19.99 METERS (65.6 FEET) SOUTHWEST OF A POWER POLE, 1.71 METERS (5.6
 DD1241'FEET) EAST OF THE EXTENDED CENTER OF THE DRIVEWAY LEADING TO THE
 DD1241'HOUSE.  NOTE--008 007 RM 2 SCGS IS USED AS AZIMUTH FOR 008 007 SCGS.
 DD1241'THE MARK IS 0.70 METERS  E FROM A WITNESS POST.
 DD1241'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1241
 DD1241                          STATION RECOVERY (2003)
 DD1241
 DD1241'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1241'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD1241'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD1241'LOCATE THIS STATION WITH NO  RESULTS, AREA CHANGED DUE TO HIGHWAY
 DD1241'SHOULDER MAINTENANCE, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1547 ***********************************************************************
 DE1547  DESIGNATION -  008 008
 DE1547  PID         -  DE1547
 DE1547  STATE/COUNTY-  SC/BERKELEY
 DE1547  USGS QUAD   -  PINEVILLE (1987)
 DE1547
 DE1547                         *CURRENT SURVEY CONTROL
 DE1547  ___________________________________________________________________
 DE1547* NAD 83(2001)-  33 25 55.07271(N)    080 02 34.59567(W)     ADJUSTED  
 DE1547* NAVD 88     -        25.610  (meters)      84.02   (feet)  ADJUSTED  
 DE1547  ___________________________________________________________________
 DE1547  X           -     921,303.507 (meters)                     COMP
 DE1547  Y           -  -5,247,969.537 (meters)                     COMP
 DE1547  Z           -   3,494,035.697 (meters)                     COMP
 DE1547  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 DE1547  ELLIP HEIGHT-          -6.58  (meters)          (10/01/04) GPS OBS
 DE1547  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DE1547  DYNAMIC HT  -          25.583 (meters)      83.93  (feet)  COMP
 DE1547  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 DE1547
 DE1547  HORZ ORDER  -  FIRST
 DE1547  VERT ORDER  -  FIRST     CLASS II
 DE1547  ELLP ORDER  -  FOURTH    CLASS I
 DE1547
 DE1547.The horizontal coordinates were established by GPS observations
 DE1547.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1547
 DE1547.The orthometric height was determined by differential leveling
 DE1547.and adjusted by the National Geodetic Survey in June 1991..
 DE1547
 DE1547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1547
 DE1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1547
 DE1547.The ellipsoidal height was determined by GPS observations
 DE1547.and is referenced to NAD 83.
 DE1547
 DE1547.The geoid height was determined by GEOID03.
 DE1547
 DE1547.The dynamic height is computed by dividing the NAVD 88
 DE1547.geopotential number by the normal gravity value computed on the
 DE1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1547.degrees latitude (g = 980.6199 gals.).
 DE1547
 DE1547.The modeled gravity was interpolated from observed gravity values.
 DE1547
 DE1547;                    North         East     Units Scale Factor Converg.
 DE1547;SPC SC       -   177,694.829   698,582.779   MT  0.99980219   +0 31 50.1
 DE1547;SPC SC       -   582,988.28  2,291,938.25   iFT  0.99980219   +0 31 50.1
 DE1547;UTM  17      - 3,699,585.651   588,967.694   MT  0.99969758   +0 31 38.4
 DE1547
 DE1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1547!SPC SC       -   1.00000103  x   0.99980219  =   0.99980322
 DE1547!UTM  17      -   1.00000103  x   0.99969758  =   0.99969861
 DE1547
 DE1547|---------------------------------------------------------------------|
 DE1547| PID    Reference Object                     Distance      Geod. Az  |
 DE1547|                                                           dddmmss.s |
 DE1547| DE1546 008 008 AZ MK                       357.271 METERS 00518     |
 DE1547| DE1548 008 008 RM 1                         12.305 METERS 21443     |
 DE1547|---------------------------------------------------------------------|
 DE1547
 DE1547                          SUPERSEDED SURVEY CONTROL
 DE1547
 DE1547  NAD 83(2001)-  33 25 55.07197(N)    080 02 34.59704(W) AD(       ) 2
 DE1547  NAD 83(1986)-  33 25 55.08147(N)    080 02 34.59863(W) AD(       ) 2
 DE1547  NAD 27      -  33 25 54.47896(N)    080 02 35.30471(W) AD(       ) 2
 DE1547  NAVD 88 (10/01/04)   25.61   (m)           84.0    (f) LEVELING    3  
 DE1547  NGVD 29 (03/21/89)   25.909  (m)           85.00   (f) ADJUSTED    1 2
 DE1547
 DE1547.Superseded values are not recommended for survey control.
 DE1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1547.See file dsdata.txt to determine how the superseded data were derived.
 DE1547
 DE1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8896899586(NAD 83)
 DE1547_MARKER: DD = SURVEY DISK
 DE1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1547_SP_SET: CONCRETE POST
 DE1547_STAMPING: HORZ 008 008 1981
 DE1547_MARK LOGO: SCGS  
 DE1547_PROJECTION: FLUSH
 DE1547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1547+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 DE1547
 DE1547  HISTORY     - Date     Condition        Report By
 DE1547  HISTORY     - 1982     MONUMENTED       SCGS
 DE1547  HISTORY     - 1985     GOOD             SCGS
 DE1547  HISTORY     - 20031120 GOOD             SCGS
 DE1547
 DE1547                          STATION DESCRIPTION
 DE1547
 DE1547'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1547'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTH OF GREELEYVILLE,
 DE1547'ABOUT 11.3 KM (7.0 MI) WEST OF ST. STEPHEN, ABOUT 4.8 KM (3.0 MI)
 DE1547'SOUTHWEST OF PINEVILLE, ON THE RIGHT-OF-WAY OF COUNTY S-8-773.  FOR
 DE1547'INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER,
 DE1547'P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DE1547'
 DE1547'TO REACH THE STATION FROM THE PINEVILLE POST OFFICE, GO WESTERLY ON
 DE1547'STATE HIGHWAY 45 FOR 1.6 KM (1.0 MI) TO A SIDE ROAD LEFT, AND AZIMUTH
 DE1547'MARK.  TURN LEFT, GO SOUTH ON COUNTY ROAD S-8-773 FOR 0.4 KM (0.25
 DE1547'MI) TO THE STATION ON LEFT.
 DE1547'
 DE1547'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1547'---008 008 1981--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1547'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.0 METERS ESE FROM
 DE1547'FROM CENTER OF,  3.7 METERS ESE FROM WEST EDGE,  0.6 METERS N
 DE1547'FROM METAL WITNESS POST, AND 12.7 METERS NE FROM METAL
 DE1547'WITNESS POST NEAR RM 1.
 DE1547'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1547'DISK STAMPED---008 008 1981---SET INTO AN IRREGULAR MASS OF
 DE1547'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1547'
 DE1547'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1547'DISK STAMPED---008 008 1981 RM 1---SET INTO THE TOP OF A ROUND
 DE1547'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE
 DE1547'GROUND LOCATED  8.0 METERS ESE FROM CENTER OF,  4.7 METERS ESE
 DE1547'FROM EDGE OF,  0.4 METERS N FROM METAL WITNESS POST, 11.8
 DE1547'METERS SW FROM METAL WITNESS POST NEAR STATION, AND IS LEVEL
 DE1547'WITH THE STATION.
 DE1547'
 DE1547'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1547'STAMPED---008 008 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DE1547'MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND
 DE1547'LOCATED 11.6 METERS NNE FROM CENTER OF S.C. 45,  0.7 METERS NW
 DE1547'FROM METAL WITNESS POST,  0.8 METERS NW FROM POWER POLE NO
 DE1547'666 16-1, AND 18.6 METERS N FROM INTERSECTION OF S.C. 45 AND
 DE1547'S-8-773.
 DE1547'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHERLY ON HIGHWAY
 DE1547'S-8-773 FOR 0.3 KM (0.2 MI) TO THE MARK AT JUNCTION OF STATE HIGHWAY
 DE1547'45 AND HIGHWAY S-8-773.
 DE1547
 DE1547                          STATION RECOVERY (1985)
 DE1547
 DE1547'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1547'2.0 KM (1.25 MI) WEST FROM PINEVILLE.
 DE1547'2.0 KILOMETERS (1.25 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1547'PINEVILLE POST OFFICE, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG
 DE1547'COUNTY ROAD S-8-773, SET AT THE EDGE OF A FIELD ON THE OUTSIDE OF A
 DE1547'CURVE, 7.0 METERS (23.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 DE1547'COUNTY ROAD.
 DE1547'THE MARK IS 0.25 METERS  SW FROM A WITNESS POST.
 DE1547'THE MARK IS 0.30 M BELOW COUNTY ROAD.
 DE1547
 DE1547                          STATION RECOVERY (2003)
 DE1547
 DE1547'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1547'STATION IS LOCATED 7.25 MILES WEST NORTHWEST OF SAINT STEPHEN, 16.4
 DE1547'MILES NORTH OF  MONCKS CORNER.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1547'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 DE1547'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1547'52 (BYRNES DRIVE) AND STATE  HIGHWAY 45 (CHURCH ROAD AND RAVENELL
 DE1547'DRIVE) IN SAINT STEPHEN, GO WEST ON HIGHWAY 45  FOR 5.9 MILES TO THE
 DE1547'JUNCTION OF STATE ROAD 6 (COLONEL MAHAM DRIVE) RIGHT, CONTINUE ON
 DE1547'HIGHWAY 45 FOR 1.5 MILES TO THE JUNCTION OF STATE ROAD 773 (MURRELL
 DE1547'BLOCK DRIVE), TURN  LEFT ON ROAD 773 FOR 0.2 MILE TO THE STATION ON
 DE1547'THE LEFT IN AN OPEN AREA. STATION IS A CONCRETE POST FLUSH WITH THE
 DE1547'GROUND AND 0.5 FOOT BELOW THE ROAD,  23.2 FEET SOUTHEAST OF THE CENTER
 DE1547'OF THE ROAD, 29.7 FEET WEST NORTHWEST OF  THE WEST CORNER OF A METAL
 DE1547'HIGH VOLTAGE POWER BOX, 1.8 FEET NORTHWEST OF A  WITNESS POST.
 DE1547'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008 008 AZ MK.
 DE1547'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1546 ***********************************************************************
 DE1546  DESIGNATION -  008 008 AZ MK
 DE1546  PID         -  DE1546
 DE1546  STATE/COUNTY-  SC/BERKELEY
 DE1546  USGS QUAD   -  PINEVILLE (1987)
 DE1546
 DE1546                         *CURRENT SURVEY CONTROL
 DE1546  ___________________________________________________________________
 DE1546* NAD 83(2001)-  33 26 06.61951(N)    080 02 33.31861(W)     ADJUSTED  
 DE1546* NAVD 88     -        24.877  (meters)      81.62   (feet)  ADJUSTED  
 DE1546  ___________________________________________________________________
 DE1546  X           -     921,302.003 (meters)                     COMP
 DE1546  Y           -  -5,247,770.189 (meters)                     COMP
 DE1546  Z           -   3,494,332.178 (meters)                     COMP
 DE1546  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 DE1546  ELLIP HEIGHT-          -7.30  (meters)          (10/01/04) GPS OBS
 DE1546  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DE1546  DYNAMIC HT  -          24.852 (meters)      81.54  (feet)  COMP
 DE1546  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 DE1546
 DE1546  HORZ ORDER  -  FIRST
 DE1546  VERT ORDER  -  FIRST     CLASS II
 DE1546  ELLP ORDER  -  FOURTH    CLASS I
 DE1546
 DE1546.The horizontal coordinates were established by GPS observations
 DE1546.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1546
 DE1546.The orthometric height was determined by differential leveling
 DE1546.and adjusted by the National Geodetic Survey in June 1991..
 DE1546
 DE1546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1546
 DE1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1546
 DE1546.The ellipsoidal height was determined by GPS observations
 DE1546.and is referenced to NAD 83.
 DE1546
 DE1546.The geoid height was determined by GEOID03.
 DE1546
 DE1546.The dynamic height is computed by dividing the NAVD 88
 DE1546.geopotential number by the normal gravity value computed on the
 DE1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1546.degrees latitude (g = 980.6199 gals.).
 DE1546
 DE1546.The modeled gravity was interpolated from observed gravity values.
 DE1546
 DE1546;                    North         East     Units Scale Factor Converg.
 DE1546;SPC SC       -   178,050.794   698,612.465   MT  0.99980196   +0 31 50.8
 DE1546;SPC SC       -   584,156.15  2,292,035.65   iFT  0.99980196   +0 31 50.8
 DE1546;UTM  17      - 3,699,941.577   588,997.397   MT  0.99969765   +0 31 39.2
 DE1546
 DE1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1546!SPC SC       -   1.00000115  x   0.99980196  =   0.99980311
 DE1546!UTM  17      -   1.00000115  x   0.99969765  =   0.99969880
 DE1546
 DE1546|---------------------------------------------------------------------|
 DE1546| PID    Reference Object                     Distance      Geod. Az  |
 DE1546|                                                           dddmmss.s |
 DE1546| DE1547 008 008                             357.271 METERS 18518     |
 DE1546|---------------------------------------------------------------------|
 DE1546
 DE1546                          SUPERSEDED SURVEY CONTROL
 DE1546
 DE1546  NAD 83(2001)-  33 26 06.61851(N)    080 02 33.32010(W) AD(       ) 2
 DE1546  NAD 83(1986)-  33 26 06.62801(N)    080 02 33.32169(W) AD(       ) 2
 DE1546  NAD 27      -  33 26 06.02579(N)    080 02 34.02783(W) AD(       ) 2
 DE1546  NAVD 88 (10/01/04)   24.88   (m)           81.6    (f) LEVELING    3  
 DE1546  NGVD 29 (03/21/89)   25.177  (m)           82.60   (f) ADJUSTED    1 2
 DE1546
 DE1546.Superseded values are not recommended for survey control.
 DE1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1546.See file dsdata.txt to determine how the superseded data were derived.
 DE1546
 DE1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8899799942(NAD 83)
 DE1546_MARKER: DD = SURVEY DISK
 DE1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1546_SP_SET: CONCRETE POST
 DE1546_STAMPING: AZ MK 008 008 1981
 DE1546_MARK LOGO: SCGS  
 DE1546_PROJECTION: FLUSH
 DE1546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1546+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003
 DE1546
 DE1546  HISTORY     - Date     Condition        Report By
 DE1546  HISTORY     - 1981     MONUMENTED       SCGS
 DE1546  HISTORY     - 1985     GOOD             SCGS
 DE1546  HISTORY     - 20031119 GOOD             SCGS
 DE1546
 DE1546                          STATION DESCRIPTION
 DE1546
 DE1546'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1546'2.0 KM (1.25 MI) WEST FROM PINEVILLE.
 DE1546'2.0 KILOMETERS (1.25 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1546'PINEVILLE POST OFFICE, SET NEAR A POWER POLE IN FRONT OF A ONE-STORY
 DE1546'WOOD HOUSE WITH A BRICK FOUNDATION AT THE JUNCTION OF COUNTY ROAD
 DE1546'S-8-773, 0.9 METER (3.0 FEET) NORTH-NORTHWEST OF POWER POLE NUMBER
 DE1546'A54L1, 41.0 METERS (134.5 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST
 DE1546'CORNER OF THE HOUSE, 11.43 METERS (37.5 FEET) NORTHEAST OF THE
 DE1546'CENTERLINE OF THE HIGHWAY, 8.8 METERS (28.9 FEET) SOUTHEAST OF THE
 DE1546'EXTENDED CENTERLINE OF THE COUNTY ROAD, 8.8 METERS (28.9 FEET)
 DE1546'SOUTH-SOUTHWEST OF A TWIN TRUNK ARKANSAS OAK TREE, 8.32 METERS (27.3
 DE1546'FEET) SOUTH-SOUTHWEST OF BENCH MARK BK 881.
 DE1546'THE MARK IS 0.70 METERS  NNW FROM A WITNESS POST.
 DE1546'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1546
 DE1546                          STATION RECOVERY (2003)
 DE1546
 DE1546'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1546'STATION IS LOCATED 7.3 MILES WEST NORTHWEST OF SAINT STEPHEN, 16.6
 DE1546'MILES NORTH OF  MONCKS CORNER.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1546'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 DE1546'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1546'52 (BYRNES DRIVE) AND STATE  HIGHWAY 45 (CHURCH ROAD AND RAVENELL
 DE1546'DRIVE) IN SAINT STEPHEN, GO WEST ON HIGHWAY 45  FOR 5.9 MILES TO THE
 DE1546'JUNCTION OF STATE ROAD 6 (COLONEL MAHAM DRIVE) RIGHT, CONTINUE ON
 DE1546'HIGHWAY 45 FOR 1.5 MILES THE STATION ON THE RIGHT NEAR A POWER POLE IN
 DE1546'FRONT OF A  WOOD-SIDED HOUSE NUMBER 2336 AND NEAR THE EXTENDED CENTER
 DE1546'OF STATE ROAD 773  (MURRELL BLOCK DRIVE). STATION IS A CONCRETE POST
 DE1546'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 2.7  FEET NORTH
 DE1546'NORTHWEST OF THE POWER POLE WITH TWO GUY WIRES, 38.6 FEET NORTH
 DE1546'NORTHEAST OF THE CENTER OF THE HIGHWAY, 4.2 FEET NORTH OF TELEPHONE
 DE1546'JUNCTION BOX  A/57, 109.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 DE1546'BRICK PATIO OF THE HOUSE, 24.0  FEET EAST SOUTHEAST OF THE CENTER OF
 DE1546'THE DRIVEWAY TO THE HOUSE. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DE1546'STATION 008 008. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1548 ***********************************************************************
 DE1548  DESIGNATION -  008 008 RM 1
 DE1548  PID         -  DE1548
 DE1548  STATE/COUNTY-  SC/BERKELEY
 DE1548  USGS QUAD   -  PINEVILLE (1987)
 DE1548
 DE1548                         *CURRENT SURVEY CONTROL
 DE1548  ___________________________________________________________________
 DE1548* NAD 83(1986)-  33 25 55.     (N)    080 02 34.     (W)     SCALED    
 DE1548* NAVD 88     -        25.714  (meters)      84.36   (feet)  ADJUSTED  
 DE1548  ___________________________________________________________________
 DE1548  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DE1548  DYNAMIC HT  -          25.688 (meters)      84.28  (feet)  COMP
 DE1548  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 DE1548
 DE1548  VERT ORDER  -  FIRST     CLASS II
 DE1548
 DE1548.The horizontal coordinates were scaled from a topographic map and have
 DE1548.an estimated accuracy of +/- 6 seconds.
 DE1548
 DE1548.The orthometric height was determined by differential leveling
 DE1548.and adjusted by the National Geodetic Survey in June 1991..
 DE1548
 DE1548.The geoid height was determined by GEOID03.
 DE1548
 DE1548.The dynamic height is computed by dividing the NAVD 88
 DE1548.geopotential number by the normal gravity value computed on the
 DE1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1548.degrees latitude (g = 980.6199 gals.).
 DE1548
 DE1548.The modeled gravity was interpolated from observed gravity values.
 DE1548
 DE1548;                    North         East    Units  Estimated Accuracy
 DE1548;SPC SC       -   177,690.      698,600.      MT  (+/- 180 meters Scaled)
 DE1548
 DE1548                          SUPERSEDED SURVEY CONTROL
 DE1548
 DE1548  NGVD 29 (03/21/89)   26.014  (m)           85.35   (f) ADJUSTED    1 2
 DE1548
 DE1548.Superseded values are not recommended for survey control.
 DE1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1548.See file dsdata.txt to determine how the superseded data were derived.
 DE1548
 DE1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS889995(NAD 83)
 DE1548_MARKER: DD = SURVEY DISK
 DE1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1548_SP_SET: CONCRETE POST
 DE1548_STAMPING: RM 1 008 008 1981
 DE1548_MARK LOGO: SCGS  
 DE1548_PROJECTION: FLUSH
 DE1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1548
 DE1548  HISTORY     - Date     Condition        Report By
 DE1548  HISTORY     - 1981     MONUMENTED       SCGS
 DE1548  HISTORY     - 1985     GOOD             SCGS
 DE1548
 DE1548                          STATION DESCRIPTION
 DE1548
 DE1548'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1548'2.0 KM (1.25 MI) WEST FROM PINEVILLE.
 DE1548'2.0 KILOMETERS (1.25 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1548'PINEVILLE POST OFFICE, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG
 DE1548'COUNTY ROAD S-8-773, SET AT THE EDGE OF A FIELD ON THE OUTSIDE OF A
 DE1548'CURVE, 8.14 METERS (26.7 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 DE1548'COUNTY ROAD, 12.32 METERS (40.4 FEET) NORTHEAST OF 008 008 SCGS.
 DE1548'THE MARK IS 0.48 METERS  N FROM A WITNESS POST.
 DE1548'THE MARK IS 0.30 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3250 ***********************************************************************
 DD3250  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3250  DESIGNATION -  008 009
 DD3250  PID         -  DD3250
 DD3250  STATE/COUNTY-  SC/BERKELEY
 DD3250  USGS QUAD   -  ST STEPHENS (1990)
 DD3250
 DD3250                         *CURRENT SURVEY CONTROL
 DD3250  ___________________________________________________________________
 DD3250* NAD 83(2001)-  33 24 26.51144(N)    079 59 48.01546(W)     ADJUSTED  
 DD3250* NAVD 88     -        29.30   (meters)      96.1    (feet)  GPS OBS   
 DD3250  ___________________________________________________________________
 DD3250  X           -     925,803.040 (meters)                     COMP
 DD3250  Y           -  -5,248,706.619 (meters)                     COMP
 DD3250  Z           -   3,491,760.321 (meters)                     COMP
 DD3250  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 DD3250  ELLIP HEIGHT-          -3.01  (meters)          (10/01/04) GPS OBS
 DD3250  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DD3250
 DD3250  HORZ ORDER  -  FIRST
 DD3250  ELLP ORDER  -  FOURTH    CLASS I
 DD3250
 DD3250.The horizontal coordinates were established by GPS observations
 DD3250.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3250
 DD3250.The orthometric height was determined by GPS observations and a
 DD3250.high-resolution geoid model using precise GPS observation and
 DD3250.processing techniques.
 DD3250
 DD3250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3250
 DD3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3250
 DD3250.The ellipsoidal height was determined by GPS observations
 DD3250.and is referenced to NAD 83.
 DD3250
 DD3250.The geoid height was determined by GEOID03.
 DD3250
 DD3250;                    North         East     Units Scale Factor Converg.
 DD3250;SPC SC       -   175,007.826   702,911.316   MT  0.99980405   +0 33 22.5
 DD3250;SPC SC       -   574,172.66  2,306,139.49   iFT  0.99980405   +0 33 22.5
 DD3250;UTM  17      - 3,696,898.652   593,295.630   MT  0.99970731   +0 33 08.9
 DD3250
 DD3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3250!SPC SC       -   1.00000047  x   0.99980405  =   0.99980452
 DD3250!UTM  17      -   1.00000047  x   0.99970731  =   0.99970778
 DD3250
 DD3250:                Primary Azimuth Mark                     Grid Az
 DD3250:SPC SC       -  13                                       130 07 07.8
 DD3250:UTM  17      -  13                                       130 07 21.4
 DD3250
 DD3250|---------------------------------------------------------------------|
 DD3250| PID    Reference Object                     Distance      Geod. Az  |
 DD3250|                                                           dddmmss.s |
 DD3250| DD3249 13                                  APPROX. 0.8 KM 1304030.3 |
 DD3250| DD3652 008 009 RM 1                         21.863 METERS 31646     |
 DD3250|---------------------------------------------------------------------|
 DD3250
 DD3250                          SUPERSEDED SURVEY CONTROL
 DD3250
 DD3250  NAD 83(2001)-  33 24 26.51165(N)    079 59 48.01594(W) AD(       ) 2
 DD3250  NAD 83(1986)-  33 24 26.52120(N)    079 59 48.01765(W) AD(       ) 2
 DD3250  NAD 27      -  33 24 25.91664(N)    079 59 48.72823(W) AD(       ) 2
 DD3250  NGVD 29 (07/19/86)   30.9    (m)          101.     (f) VERT ANG       
 DD3250
 DD3250.Superseded values are not recommended for survey control.
 DD3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3250.See file dsdata.txt to determine how the superseded data were derived.
 DD3250
 DD3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9329696899(NAD 83)
 DD3250_MARKER: DD = SURVEY DISK
 DD3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3250_STAMPING: HORZ 008 009 1981
 DD3250_MARK LOGO: SCGS  
 DD3250_PROJECTION: FLUSH
 DD3250_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3250+STABILITY: SURFACE MOTION
 DD3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3250+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 DD3250
 DD3250  HISTORY     - Date     Condition        Report By
 DD3250  HISTORY     - 1982     MONUMENTED       SCGS
 DD3250  HISTORY     - 20031120 GOOD             SCGS
 DD3250
 DD3250                          STATION DESCRIPTION
 DD3250
 DD3250'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3250'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH-NORTHWEST OF THE
 DD3250'TOWN OF BONNEAU, 6.4 KM (4.0 MI) WEST OF THE TOWN OF ST. STEPHEN AND
 DD3250'3.2 KM (2.0 MI) SOUTH OF PINEVILLE.  FOR INFORMATION CONTACT-- GEORGE
 DD3250'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD3250'29202.
 DD3250'
 DD3250'TO REACH THE STATION FROM THE POST OFFICE IN PINEVILLE, GO WESTERLY
 DD3250'ON STATE HIGHWAY 45 FOR .24 KM (0.15 MI) TO HIGHWAY S-8-204 ON THE
 DD3250'LEFT.  TURN LEFT, SOUTHERLY ON HIGHWAY S-8-204 FOR 1.7 KM (1.05 MI)
 DD3250'MILES TO A DIRT ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.45 KM (0.90
 DD3250'MI) TO RAILROAD TRACKS.  CONTINUE FOR .17 KM (0.1 MI) TO A FORK.
 DD3250'KEEP LEFT FORK EASTERLY FOR 1.8 KM (1.1 MI) TO A DIRT ROAD LEFT.
 DD3250'TURN LEFT AND GO NORTHERLY FOR .24 KM (0.15 MI) TO RAILROAD TRACKS
 DD3250'AND STATION ON THE RIGHT.
 DD3250'
 DD3250'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3250'---008 009 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3250'CM IN DIAMETER PROJECTING 12. CM ABOVE THE GROUND LOCATED  4.4 METERS
 DD3250'NE FROM APPROXIMATE CENTER OF DIRT ROAD,  1.0 METERS E FROM
 DD3250'METAL WITNESS POST,  5.4 METERS SE FROM SOUTH RAIL OF RAILROAD
 DD3250'TRACKS, .9 METERS E FROM RAILROAD CROSSING SIGN POST, AND  5.3
 DD3250'METERS NW FROM 6X6X5 GATE POST.
 DD3250'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3250'DISK STAMPED---008 009 1981---SET INTO AN IRREGULAR MASS OF
 DD3250'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3250'
 DD3250'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3250'DISK STAMPED---008 009 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3250'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 10 CM ABOVE THE GROUND
 DD3250'LOCATED  4.9 METERS SW FROM APPROXIMATE CENTER OF DIRT ROAD,
 DD3250'4.0 METERS NW FROM NORTH RAIL OF RAILROAD TRACKS,  1.6 METERS
 DD3250'NNE FROM METAL WITNESS POST,  1.4 METERS NNE FROM RAILROAD
 DD3250'CROSSING SIGN POST, AND 2 FT (0.61 M) LOWER THAN THE STATION.
 DD3250'
 DD3250'AZIMUTH MARK IS A STANDARD COE DISK STAMPED---13 1971---
 DD3250'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD3250'RECESSED 15. CM BELOW THE GROUND LOCATED  8.1 METERS ENE FROM
 DD3250'CENTER OF S-8-803, .4 METERS WSW FROM METAL WITNESS POST,  1.3
 DD3250'METERS SSE FROM POWER LINE POLE NO 188, AND 11.1 METERS W FROM
 DD3250'FROM WEST CORNER POST OF SUBSTATION.
 DD3250'TO REACH THE CORP OF ENGINEERS MARK 13
 DD3250'(AZ MK) FROM THE STATION, GO SOUTH FOR .24 KM (0.15 MI) TO A T ROAD.
 DD3250'TURN LEFT AND GO EASTERLY FOR .56 KM (0.35 MI) TO A PAVED ROAD.  TURN
 DD3250'LEFT FOR APPROXIMATELY 150 FEET TO STATION ON RIGHT.
 DD3250
 DD3250                          STATION RECOVERY (2003)
 DD3250
 DD3250'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3250'STATION IS LOCATED 4.35 MILES WEST OF SAINT STEPHEN, 14.65 MILES NORTH
 DD3250'OF MONCKS CORNER.   OWNERSHIP--RAILROAD RIGHT OF WAY. TO REACH THE
 DD3250'STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 (BYRNES DRIVE) AND STATE
 DD3250'HIGHWAY 45 (CHURCH ROAD AND RAVENELL DRIVE) IN SAINT STEPHEN, GO SOUTH
 DD3250'ON  HIGHWAY 52 FOR 0.4 MILE TO THE JUNCTION OF STATE ROAD 18
 DD3250'(RUSSELLVILLE ROAD), TURN  RIGHT ON ROAD 18 FOR 1.7 MILES TO THE
 DD3250'JUNCTION OF STATE ROAD 965 (OLD MILL ROAD) LEFT,  BEAR RIGHT ON ROAD
 DD3250'18 FOR 1.3 MILES TO THE JUNCTION OF STATE ROAD 35 (HIGHWAY 35),  TURN
 DD3250'RIGHT ON ROAD 35 FOR 1.35 MILES TO A CANAL SIDE ACCESS ROAD LEFT, ON
 DD3250'THE WEST  SIDE OF THE J.H. JEFFERSON BRIDGE OVER A DIVERSION CANAL,
 DD3250'TURN LEFT ON THE ACCESS  ROAD FOR 0.1 MILE TO A LOCKED GATE AT THE
 DD3250'CANAL W.M.A. PUBLIC DOVE FIELD SIGN, KEY TO  GATE THROUGH SANTEE
 DD3250'COOPER SURVEY OFFICE, CONTINUE THROUGH GATE FOR 1.05 MILES  TO ANOTHER
 DD3250'LOCKED GATE, CONTINUE THROUGH GATE AND TURN RIGHT ON A DIM FIELD
 DD3250'ACCESS  ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT IN THE
 DD3250'SOUTHEAST ANGLE OF A RAILROAD  CROSSING. STATION IS A CONCRETE POST
 DD3250'FLUSH WITH THE GROUND AND 1.0 FOOT BELOW THE TRACKS, 17.5  FEET SOUTH
 DD3250'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 14.5 FEET EAST OF THE
 DD3250'CENTER OF THE DIM FIELD ROAD, 22.7 FEET WEST NORTHWEST OF AN ARMY
 DD3250'CORPS OF  ENGINEERS BOUNDARY MARKER POST, 3.4 FEET WEST OF A WITNESS
 DD3250'POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 13.
 DD3250'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1880 ***********************************************************************
 DE1880  DESIGNATION -  008 010
 DE1880  PID         -  DE1880
 DE1880  STATE/COUNTY-  SC/BERKELEY
 DE1880  USGS QUAD   -  PINEVILLE (1987)
 DE1880
 DE1880                         *CURRENT SURVEY CONTROL
 DE1880  ___________________________________________________________________
 DE1880* NAD 83(2001)-  33 24 58.74250(N)    080 01 32.74621(W)     ADJUSTED  
 DE1880* NAVD 88     -        23.5    (meters)      77.     (feet)  VERTCON   
 DE1880  ___________________________________________________________________
 DE1880  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 DE1880  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DE1880
 DE1880  HORZ ORDER  -  SECOND
 DE1880
 DE1880.The horizontal coordinates were established by classical geodetic methods
 DE1880.and adjusted by the National Geodetic Survey in March 2004..
 DE1880
 DE1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1880
 DE1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1880
 DE1880.The geoid height was determined by GEOID03.
 DE1880
 DE1880;                    North         East     Units Scale Factor Converg.
 DE1880;SPC SC       -   175,974.702   700,196.444   MT  0.99980335   +0 32 24.4
 DE1880;SPC SC       -   577,344.82  2,297,232.43   iFT  0.99980335   +0 32 24.4
 DE1880;UTM  17      - 3,697,865.606   590,581.090   MT  0.99970116   +0 32 11.6
 DE1880
 DE1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1880!SPC SC       -   1.00000137  x   0.99980335  =   0.99980472
 DE1880!UTM  17      -   1.00000137  x   0.99970116  =   0.99970253
 DE1880
 DE1880:                Primary Azimuth Mark                     Grid Az
 DE1880:SPC SC       -  008 010 AZ MK                            151 23 27.2
 DE1880:UTM  17      -  008 010 AZ MK                            151 23 40.0
 DE1880
 DE1880|---------------------------------------------------------------------|
 DE1880| PID    Reference Object                     Distance      Geod. Az  |
 DE1880|                                                           dddmmss.s |
 DE1880| DE1879 008 010 AZ MK                       413.239 METERS 1515551.6 |
 DE1880| DE2564 008 010 RM 1                          7.887 METERS 16304     |
 DE1880|---------------------------------------------------------------------|
 DE1880
 DE1880                          SUPERSEDED SURVEY CONTROL
 DE1880
 DE1880  NAD 83(1986)-  33 24 58.75201(N)    080 01 32.74789(W) AD(       ) 2
 DE1880  NAD 27      -  33 24 58.14819(N)    080 01 33.45557(W) AD(       ) 2
 DE1880  NGVD 29 (07/19/86)   23.8    (m)           78.     (f) VERT ANG       
 DE1880
 DE1880.Superseded values are not recommended for survey control.
 DE1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1880.See file dsdata.txt to determine how the superseded data were derived.
 DE1880
 DE1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9058197866(NAD 83)
 DE1880_MARKER: DD = SURVEY DISK
 DE1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1880_STAMPING: HORZ 008 010 1981
 DE1880_MARK LOGO: SCGS  
 DE1880_PROJECTION: FLUSH
 DE1880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1880+STABILITY: SURFACE MOTION
 DE1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1880+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 DE1880
 DE1880  HISTORY     - Date     Condition        Report By
 DE1880  HISTORY     - 1982     MONUMENTED       SCGS
 DE1880  HISTORY     - 20031120 GOOD             SCGS
 DE1880
 DE1880                          STATION DESCRIPTION
 DE1880
 DE1880'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1880'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) NORTHWEST OF THE TOWN OF
 DE1880'BONNEAU, 9.7 KM (6 MI) WEST-SOUTHWEST OF THE TOWN OF ST. STEPHEN AND
 DE1880'3.2 KM (2 MI) SOUTHWEST OF THE TOWN OF PINEVILLE.
 DE1880'
 DE1880'TO REACH THE STATION FROM THE PINEVILLE POST OFFICE, GO WESTERLY ON
 DE1880'HIGHWAY 45 FOR 0.24 KM (0.15 MI) TO COUNTY HIGHWAY S-8-204 FOR 1.4
 DE1880'KM (0.85 MI) TO THE STATION ON THE RIGHT.
 DE1880'
 DE1880'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1880'---008 010 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1880'CM IN DIAMETER PROJECTING 13 CM ABOVE THE GROUND LOCATED 10.8 METERS
 DE1880'W FROM CENTER OF S-8-204,  3.2 METERS E FROM METAL WITNESS
 DE1880'POST, AND 10.0 METERS N FROM METAL WITNESS POST NEAR RM 1.
 DE1880'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1880'DISK STAMPED---008 010 1981---SET INTO AN IRREGULAR MASS OF
 DE1880'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DE1880'
 DE1880'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1880'DISK STAMPED---008 010 1981 RM 1---SET INTO THE TOP OF A ROUND
 DE1880'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE THE GROUND
 DE1880'LOCATED 10.7 METERS W FROM CENTER OF S-8-204,  0.7 METERS E FROM
 DE1880'FROM METAL WITNESS POST,  7.8 METERS S FROM METAL WITNESS POST
 DE1880'NEAR STATION, AND IS LEVEL WITH THE STATION.
 DE1880'
 DE1880'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1880'STAMPED---008 010 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DE1880'MONUMENT 30 CM IN DIAMETER PROJECTING 10 CM ABOVE THE GROUND LOCATED
 DE1880'16.5 METERS E FROM CENTER OF S-8-204,  6.1 METERS S FROM
 DE1880'APPROXIMATE CENTER OF DIRT ROAD, AND  0.7 METERS NW FROM METAL
 DE1880'WITNESS POST.
 DE1880'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH FOR 0.3 KM (.2 MI)
 DE1880'TO DIRT ROAD LEFT AND MARK ON LEFT.
 DE1880
 DE1880                          STATION RECOVERY (2003)
 DE1880
 DE1880'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1880'STATION IS LOCATED 6.05 MILES WEST OF SAINT STEPHEN, 15.2 MILES NORTH
 DE1880'OF MONCKS CORNER.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DE1880'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE
 DE1880'STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 (BYRNES DRIVE) AND STATE
 DE1880'HIGHWAY 45 (CHURCH ROAD AND RAVENELL DRIVE) IN SAINT STEPHEN, GO WEST
 DE1880'ON  HIGHWAY 45 FOR 5.9 MILES TO THE JUNCTION OF STATE ROAD 6 (COLONEL
 DE1880'MAHAM DRIVE) RIGHT,  CONTINUE ON HIGHWAY 45 FOR 0.6 MILE TO THE
 DE1880'JUNCTION OF STATE ROAD 204 (MATILDA CIRCLE),  TURN LEFT ON ROAD 204
 DE1880'FOR 0.85 MILE TO THE STATION ON THE RIGHT. STATION IS A CONCRETE POST
 DE1880'FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE THE ROAD, 34.0 FEET  WEST OF
 DE1880'THE CENTER OF THE ROAD, 27.2 FEET NORTH OF SURVEY STATION 008 010 RM
 DE1880'1, 28.8 FEET  SOUTHEAST OF A 1.0-FOOT DOUBLE TRUNKED GUM TREE WITH A
 DE1880'SCGS REFERENCE WASHER  ATTACHED, 1.1 FEET SOUTH OF A WITNESS POST.
 DE1880'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 010 AZ MK.
 DE1880'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1879 ***********************************************************************
 DE1879  DESIGNATION -  008 010 AZ MK
 DE1879  PID         -  DE1879
 DE1879  STATE/COUNTY-  SC/BERKELEY
 DE1879  USGS QUAD   -  PINEVILLE (1987)
 DE1879
 DE1879                         *CURRENT SURVEY CONTROL
 DE1879  ___________________________________________________________________
 DE1879* NAD 83(2001)-  33 24 46.90706(N)    080 01 25.22062(W)     ADJUSTED  
 DE1879* NAVD 88     -        24.7    (meters)      81.     (feet)  VERTCON   
 DE1879  ___________________________________________________________________
 DE1879  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 DE1879  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DE1879
 DE1879  HORZ ORDER  -  SECOND
 DE1879
 DE1879.The horizontal coordinates were established by classical geodetic methods
 DE1879.and adjusted by the National Geodetic Survey in March 2004..
 DE1879
 DE1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1879
 DE1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1879
 DE1879.The geoid height was determined by GEOID03.
 DE1879
 DE1879;                    North         East     Units Scale Factor Converg.
 DE1879;SPC SC       -   175,611.988   700,394.277   MT  0.99980361   +0 32 28.6
 DE1879;SPC SC       -   576,154.82  2,297,881.49   iFT  0.99980361   +0 32 28.6
 DE1879;UTM  17      - 3,697,502.917   590,778.881   MT  0.99970160   +0 32 15.6
 DE1879
 DE1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1879!SPC SC       -   1.00000118  x   0.99980361  =   0.99980479
 DE1879!UTM  17      -   1.00000118  x   0.99970160  =   0.99970278
 DE1879
 DE1879                          SUPERSEDED SURVEY CONTROL
 DE1879
 DE1879  NAD 83(1986)-  33 24 46.91658(N)    080 01 25.22230(W) AD(       ) 2
 DE1879  NAD 27      -  33 24 46.31247(N)    080 01 25.93016(W) AD(       ) 2
 DE1879  NGVD 29 (07/19/86)   25.0    (m)           82.     (f) VERT ANG       
 DE1879
 DE1879.Superseded values are not recommended for survey control.
 DE1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1879.See file dsdata.txt to determine how the superseded data were derived.
 DE1879
 DE1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9077997503(NAD 83)
 DE1879_MARKER: DD = SURVEY DISK
 DE1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1879_SP_SET: CONCRETE POST
 DE1879_STAMPING: 008 010 1981 AZ MK
 DE1879_MARK LOGO: SCGS  
 DE1879_PROJECTION: FLUSH
 DE1879_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1879+STABILITY: SURFACE MOTION
 DE1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1879+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 DE1879
 DE1879  HISTORY     - Date     Condition        Report By
 DE1879  HISTORY     - 1981     MONUMENTED       SCGS
 DE1879  HISTORY     - 19930920 GOOD             SCGS
 DE1879  HISTORY     - 20031120 GOOD             SCGS
 DE1879
 DE1879                          STATION DESCRIPTION
 DE1879
 DE1879'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1879'STATION IS LOCATED 8.0 MILES (12.9 KM) NORTHWEST OF BONNEAU, 2.0 MILES
 DE1879'(3.2 KM) SOUTHWEST OF PINEVILLE, 6.0 MILES (9.7 KM) WEST SOUTHWEST OF
 DE1879'SAINT STEPHEN. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE1879'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION
 DE1879'FROM THE PINEVILLE POST OFFICE, GO WEST ON HIGHWAY 45 FOR 0.15 MILE
 DE1879'(0.24 KM) TO THE JUNCTION OF STATE ROAD 204, TURN LEFT ON ROAD 204
 DE1879'FOR 1.05 MILES (1.69 KM) TO THE STATION IN THE SOUTHEAST ANGLE OF A
 DE1879'DIRT ROAD LEFT. STATION IS A CONCRETE POST PROJECTING 0.3 FOOT, 16.5
 DE1879'METERS (54.1 FT) EAST OF THE CENTER OF ROAD 204, 6.1 METERS
 DE1879'(20.0 FT) SOUTH OF THE CENTER OF THE DIRT ROAD, 0.7 METER (2.3 FT)
 DE1879'NORTHWEST OF A WITNESS POST.
 DE1879
 DE1879                          STATION RECOVERY (2003)
 DE1879
 DE1879'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1879'STATION IS LOCATED 5.9 MILES WEST OF SAINT STEPHEN, 15.0 MILES NORTH
 DE1879'OF MONCKS CORNER.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DE1879'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE
 DE1879'STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 (BYRNES DRIVE) AND STATE
 DE1879'HIGHWAY 45 (CHURCH ROAD AND RAVENELL DRIVE) IN SAINT STEPHEN, GO WEST
 DE1879'ON  HIGHWAY 45 FOR 5.9 MILES TO THE JUNCTION OF STATE ROAD 6 (COLONEL
 DE1879'MAHAM DRIVE) RIGHT,  CONTINUE ON HIGHWAY 45 FOR 0.6 MILE TO THE
 DE1879'JUNCTION OF STATE ROAD 204 (MATILDA CIRCLE),  TURN LEFT ON ROAD 204
 DE1879'FOR 1.1 MILES TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE  OF A
 DE1879'SAND FIELD ACCESS ROAD LEFT (WOODLAWN LANE). STATION IS A CONCRETE
 DE1879'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 53.3 FEET  EAST OF
 DE1879'THE CENTER OF ROAD 204, 21.3 FEET SOUTH OF THE CENTER OF WOODLAWN
 DE1879'LANE, 6.8  FEET WEST OF A 2.0-FOOT PINE TREE, 2.2 FEET NORTHWEST OF A
 DE1879'WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008
 DE1879'010. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1283 ***********************************************************************
 DD1283  DESIGNATION -  008 011
 DD1283  PID         -  DD1283
 DD1283  STATE/COUNTY-  SC/BERKELEY
 DD1283  USGS QUAD   -  BONNEAU (1990)
 DD1283
 DD1283                         *CURRENT SURVEY CONTROL
 DD1283  ___________________________________________________________________
 DD1283* NAD 83(2001)-  33 16 54.58813(N)    079 52 38.12695(W)     ADJUSTED  
 DD1283* NAVD 88     -        13.514  (meters)      44.34   (feet)  ADJUSTED  
 DD1283  ___________________________________________________________________
 DD1283  X           -     938,082.870 (meters)                     COMP
 DD1283  Y           -  -5,254,286.359 (meters)                     COMP
 DD1283  Z           -   3,480,120.368 (meters)                     COMP
 DD1283  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DD1283  ELLIP HEIGHT-         -19.23  (meters)          (10/01/04) GPS OBS
 DD1283  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DD1283  DYNAMIC HT  -          13.500 (meters)      44.29  (feet)  COMP
 DD1283  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 DD1283
 DD1283  HORZ ORDER  -  FIRST
 DD1283  VERT ORDER  -  FIRST     CLASS II
 DD1283  ELLP ORDER  -  FOURTH    CLASS I
 DD1283
 DD1283.The horizontal coordinates were established by GPS observations
 DD1283.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1283
 DD1283.The orthometric height was determined by differential leveling
 DD1283.and adjusted by the National Geodetic Survey in June 1991..
 DD1283
 DD1283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1283
 DD1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1283
 DD1283.The ellipsoidal height was determined by GPS observations
 DD1283.and is referenced to NAD 83.
 DD1283
 DD1283.The geoid height was determined by GEOID03.
 DD1283
 DD1283.The dynamic height is computed by dividing the NAVD 88
 DD1283.geopotential number by the normal gravity value computed on the
 DD1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1283.degrees latitude (g = 980.6199 gals.).
 DD1283
 DD1283.The modeled gravity was interpolated from observed gravity values.
 DD1283
 DD1283;                    North         East     Units Scale Factor Converg.
 DD1283;SPC SC       -   161,202.448   714,167.785   MT  0.99981638   +0 37 20.8
 DD1283;SPC SC       -   528,879.42  2,343,070.16   iFT  0.99981638   +0 37 20.8
 DD1283;UTM  17      - 3,683,093.523   604,549.893   MT  0.99973476   +0 36 58.2
 DD1283
 DD1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1283!SPC SC       -   1.00000302  x   0.99981638  =   0.99981940
 DD1283!UTM  17      -   1.00000302  x   0.99973476  =   0.99973778
 DD1283
 DD1283:                Primary Azimuth Mark                     Grid Az
 DD1283:SPC SC       -  008 011 AZ MK                            063 40 57.4
 DD1283:UTM  17      -  008 011 AZ MK                            063 41 20.0
 DD1283
 DD1283|---------------------------------------------------------------------|
 DD1283| PID    Reference Object                     Distance      Geod. Az  |
 DD1283|                                                           dddmmss.s |
 DD1283| DD1282 008 011 AZ MK                       453.671 METERS 0641818.2 |
 DD1283| DD1284 008 011 RM 1                         25.012 METERS 25308     |
 DD1283|---------------------------------------------------------------------|
 DD1283
 DD1283                          SUPERSEDED SURVEY CONTROL
 DD1283
 DD1283  NAD 83(2001)-  33 16 54.58865(N)    079 52 38.12474(W) AD(       ) 2
 DD1283  NAD 83(1986)-  33 16 54.59898(N)    079 52 38.12664(W) AD(       ) 2
 DD1283  NAD 27      -  33 16 53.99388(N)    079 52 38.84790(W) AD(       ) 2
 DD1283  NAVD 88 (10/01/04)   13.51   (m)           44.3    (f) LEVELING    3  
 DD1283  NGVD 29 (03/21/89)   13.815  (m)           45.32   (f) ADJUSTED    1 2
 DD1283
 DD1283.Superseded values are not recommended for survey control.
 DD1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1283.See file dsdata.txt to determine how the superseded data were derived.
 DD1283
 DD1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0455083094(NAD 83)
 DD1283_MARKER: DD = SURVEY DISK
 DD1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1283_SP_SET: CONCRETE POST
 DD1283_STAMPING: HORZ 008 011 1981
 DD1283_MARK LOGO: SCGS  
 DD1283_PROJECTION: FLUSH
 DD1283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1283+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DD1283
 DD1283  HISTORY     - Date     Condition        Report By
 DD1283  HISTORY     - 1981     MONUMENTED       SCGS
 DD1283  HISTORY     - 1984     GOOD             SCGS
 DD1283  HISTORY     - 20031215 GOOD             SCGS
 DD1283
 DD1283                          STATION DESCRIPTION
 DD1283
 DD1283'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1283'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) WEST OF JAMESTOWN,
 DD1283'ABOUT 14.5 KM (9.0 MI) NORTHEAST OF MONCKS CORNER, ON THE PROPERTY OF
 DD1283'HOME TELEPHONE COMPANY.
 DD1283'
 DD1283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 17A
 DD1283'AND STATE HIGHWAY 402 ABOUT 2 MILES NORTHEAST OF MONCKS CORNER, GO
 DD1283'NORTHEASTERLY ON U.S. HIGHWAY 17A FOR 11.4 KM (7.1 MI) TO THE HOME
 DD1283'TELEPHONE BUILDING ON RIGHT AND THE STATION AT THE SOUTHWEST CORNER
 DD1283'OF TELEPHONE BUILDING.
 DD1283'
 DD1283'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1283'---008 011 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1283'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 55.8 METERS S FROM THE
 DD1283'CENTER OF U.S. HIGHWAY 17A, 45.6 METERS W FROM THE CENTER OF HIGHWAY
 DD1283'S-8-374, 12.0 METERS SW FROM THE SOUTH CORNER OF HOME TELEPHONE
 DD1283'BUILDING, 25.3 METERS E FROM THE FENCE, AND 25.2 METERS E FROM THE
 DD1283'WITNESS POST.
 DD1283'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1283'DISK STAMPED---008 011 1981---SET INTO AN IRREGULAR MASS OF
 DD1283'CONCRETE 3.8 FEET BELOW THE SURFACE.
 DD1283'
 DD1283'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1283'DISK STAMPED---008 011 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD1283'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1283'12.5 METERS WSW FROM THE SOUTHWEST CORNER OF HOME TELEPHONE BUILDING,
 DD1283'36.6 METERS N FROM THE FENCE CORNER,  0.3 METERS E FROM THE FENCE,
 DD1283'0.4 METERS NNE FROM THE WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD1283'
 DD1283'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1283'STAMPED---008 011 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD1283'MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND
 DD1283'LOCATED 15.9 METERS N FROM THE CENTER OF U.S. HIGHWAY 17A,  4.7
 DD1283'METERS WSW FROM THE POWER LINE POLE WITH TRANSFORMER,  0.6 METERS S
 DD1283'FROM THE FENCE, AND  0.3 METERS S FROM THE WITNESS POST.
 DD1283'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST ON U.S. HIGHWAY 17A
 DD1283'FOR 0.5 KM (0.3 MI) TO MARK ON LEFT.
 DD1283
 DD1283                          STATION RECOVERY (1984)
 DD1283
 DD1283'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1283'17.0 KM (10.6 MI) WEST FROM JAMESTOWN.
 DD1283'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1283'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 11.0
 DD1283'KILOMETERS (6.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 DD1283'AT THE SOUTHWEST CORNER OF THE HOME TELEPHONE COMPANY BUILDING,
 DD1283'55.96 METERS (183.6 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DD1283'45.42 METERS (149.0 FEET) WEST OF THE CENTERLINE OF COUNTY ROAD
 DD1283'S-8-374, 13.7 METERS (45.0 FEET) NORTH OF A TREE LINE, 12.07 METERS
 DD1283'(39.6 FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE TELEPHONE
 DD1283'BUILDING.
 DD1283'THE MARK IS 0.50 M BELOW HIGHWAY.
 DD1283
 DD1283                          STATION RECOVERY (2003)
 DD1283
 DD1283'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1283'STATION IS LOCATED 4.95 MILES EAST SOUTHEAST OF BONNEAU, 9.85 MILES
 DD1283'NORTHEAST OF  MONCKS CORNER. OWNERSHIP--HOME TELEPHONE COMPANY, 2341
 DD1283'NORTH HIGHWAY 17  ALTERNATE, MACEDONIA, SC , PHONE 843-761-9107. TO
 DD1283'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 DD1283'STATE  HIGHWAY 45 (SANTEE RIVER ROAD), 3.7 MILES WEST OF JAMESTOWN, GO
 DD1283'WEST NORTHWEST ON  HIGHWAY 17 ALTERNATE FOR 7.05 MILES TO THE JUNCTION
 DD1283'OF STATE ROAD 374 (CHURCH OF GOD  ROAD), TURN LEFT ON ROAD 374 FOR
 DD1283'0.05 MILE TO THE STATION ON THE RIGHT IN AN OPEN AREA  NEAR THE
 DD1283'SOUTHWEST CORNER OF A BRICK BUILDING (HOME TELEPHONE COMPANY). STATION
 DD1283'IS A CONCRETE POST FLUSH WITH THE GROUND, 39.6 FEET WEST SOUTHWEST OF
 DD1283'THE  SOUTHWEST CORNER OF THE BUILDING, 33.3 FEET WEST OF THE SOUTHWEST
 DD1283'CORNER OF A  CONCRETE CARPORT PARKING PAD, 149.4 FEET WEST OF THE
 DD1283'CENTER OF THE ROAD, 111.3 FEET  NORTHEAST OF THE SOUTHEAST CHAIN LINK
 DD1283'FENCE CORNER POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1282 ***********************************************************************
 DD1282  DESIGNATION -  008 011 AZ MK
 DD1282  PID         -  DD1282
 DD1282  STATE/COUNTY-  SC/BERKELEY
 DD1282  USGS QUAD   -  ALVIN (1990)
 DD1282
 DD1282                         *CURRENT SURVEY CONTROL
 DD1282  ___________________________________________________________________
 DD1282* NAD 83(2001)-  33 17 00.97259(N)    079 52 22.32807(W)     ADJUSTED  
 DD1282* NAVD 88     -        13.142  (meters)      43.12   (feet)  ADJUSTED  
 DD1282  ___________________________________________________________________
 DD1282  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DD1282  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DD1282  DYNAMIC HT  -          13.128 (meters)      43.07  (feet)  COMP
 DD1282  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 DD1282
 DD1282  HORZ ORDER  -  SECOND
 DD1282  VERT ORDER  -  FIRST     CLASS II
 DD1282
 DD1282.The horizontal coordinates were established by classical geodetic methods
 DD1282.and adjusted by the National Geodetic Survey in March 2004..
 DD1282
 DD1282.The orthometric height was determined by differential leveling
 DD1282.and adjusted by the National Geodetic Survey in June 1991..
 DD1282
 DD1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1282
 DD1282.The geoid height was determined by GEOID03.
 DD1282
 DD1282.The dynamic height is computed by dividing the NAVD 88
 DD1282.geopotential number by the normal gravity value computed on the
 DD1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1282.degrees latitude (g = 980.6199 gals.).
 DD1282
 DD1282.The modeled gravity was interpolated from observed gravity values.
 DD1282
 DD1282;                    North         East     Units Scale Factor Converg.
 DD1282;SPC SC       -   161,403.543   714,574.358   MT  0.99981618   +0 37 29.6
 DD1282;SPC SC       -   529,539.18  2,344,404.06   iFT  0.99981618   +0 37 29.6
 DD1282;UTM  17      - 3,683,294.557   604,956.456   MT  0.99973582   +0 37 07.0
 DD1282
 DD1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1282!SPC SC       -   1.00000308  x   0.99981618  =   0.99981926
 DD1282!UTM  17      -   1.00000308  x   0.99973582  =   0.99973890
 DD1282
 DD1282                          SUPERSEDED SURVEY CONTROL
 DD1282
 DD1282  NAD 83(1986)-  33 17 00.98297(N)    079 52 22.33000(W) AD(       ) 2
 DD1282  NAD 27      -  33 17 00.37750(N)    079 52 23.05142(W) AD(       ) 2
 DD1282  NGVD 29 (03/21/89)   13.443  (m)           44.10   (f) ADJUSTED    1 2
 DD1282
 DD1282.Superseded values are not recommended for survey control.
 DD1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1282.See file dsdata.txt to determine how the superseded data were derived.
 DD1282
 DD1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0495683295(NAD 83)
 DD1282_MARKER: DD = SURVEY DISK
 DD1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1282_SP_SET: CONCRETE POST
 DD1282_STAMPING: AZ MK 008 011 1981
 DD1282_MARK LOGO: SCGS  
 DD1282_PROJECTION: PROJECTING 3 CENTIMETERS
 DD1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1282
 DD1282  HISTORY     - Date     Condition        Report By
 DD1282  HISTORY     - 1981     MONUMENTED       SCGS
 DD1282  HISTORY     - 1984     GOOD             SCGS
 DD1282  HISTORY     - 20031215 MARK NOT FOUND   SCGS
 DD1282
 DD1282                          STATION DESCRIPTION
 DD1282
 DD1282'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1282'16.65 KM (10.35 MI) WES FROM JAMESTOWN.
 DD1282'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1282'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE FOR
 DD1282'10.6 KILOMETERS (6.6 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE,
 DD1282'SET NEAR A POWER POLE ACROSS FROM A TWO-STORY WOOD BUILDING,
 DD1282'14.87 METERS (48.8 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DD1282'HIGHWAY, 4.57 METERS (15.0 FEET) WEST-SOUTHWEST OF THE POWER POLE,
 DD1282'0.61 METER (2.0 FEET) SOUTH-SOUTHEAST OF A WIRE FENCE.
 DD1282'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 DD1282'THE MARK IS 1.00 M BELOW HIGHWAY.
 DD1282
 DD1282                          STATION RECOVERY (2003)
 DD1282
 DD1282'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1282'NOT RECOVERED, CONCRETE POST FOUND WITH DISK MISSING, PRESUMED
 DD1282'DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1284 ***********************************************************************
 DD1284  DESIGNATION -  008 011 RM 1
 DD1284  PID         -  DD1284
 DD1284  STATE/COUNTY-  SC/BERKELEY
 DD1284  USGS QUAD   -  BONNEAU (1990)
 DD1284
 DD1284                         *CURRENT SURVEY CONTROL
 DD1284  ___________________________________________________________________
 DD1284* NAD 83(1986)-  33 16 55.     (N)    079 52 38.     (W)     SCALED    
 DD1284* NAVD 88     -        13.288  (meters)      43.60   (feet)  ADJUSTED  
 DD1284  ___________________________________________________________________
 DD1284  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DD1284  DYNAMIC HT  -          13.274 (meters)      43.55  (feet)  COMP
 DD1284  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 DD1284
 DD1284  VERT ORDER  -  FIRST     CLASS II
 DD1284
 DD1284.The horizontal coordinates were scaled from a topographic map and have
 DD1284.an estimated accuracy of +/- 6 seconds.
 DD1284
 DD1284.The orthometric height was determined by differential leveling
 DD1284.and adjusted by the National Geodetic Survey in June 1991..
 DD1284
 DD1284.The geoid height was determined by GEOID03.
 DD1284
 DD1284.The dynamic height is computed by dividing the NAVD 88
 DD1284.geopotential number by the normal gravity value computed on the
 DD1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1284.degrees latitude (g = 980.6199 gals.).
 DD1284
 DD1284.The modeled gravity was interpolated from observed gravity values.
 DD1284
 DD1284;                    North         East    Units  Estimated Accuracy
 DD1284;SPC SC       -   161,220.      714,170.      MT  (+/- 180 meters Scaled)
 DD1284
 DD1284                          SUPERSEDED SURVEY CONTROL
 DD1284
 DD1284  NGVD 29 (03/21/89)   13.589  (m)           44.58   (f) ADJUSTED    1 2
 DD1284
 DD1284.Superseded values are not recommended for survey control.
 DD1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1284.See file dsdata.txt to determine how the superseded data were derived.
 DD1284
 DD1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS045831(NAD 83)
 DD1284_MARKER: DD = SURVEY DISK
 DD1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1284_SP_SET: CONCRETE POST
 DD1284_STAMPING: RM 1 008 011 1981
 DD1284_MARK LOGO: SCGS  
 DD1284_PROJECTION: FLUSH
 DD1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1284
 DD1284  HISTORY     - Date     Condition        Report By
 DD1284  HISTORY     - 1981     MONUMENTED       SCGS
 DD1284  HISTORY     - 1984     GOOD             SCGS
 DD1284
 DD1284                          STATION DESCRIPTION
 DD1284
 DD1284'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1284'17.0 KM (10.6 MI) WEST FROM JAMESTOWN.
 DD1284'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1284'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 11.0
 DD1284'KILOMETERS (6.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 DD1284'NEAR FENCE IN THE YARD OF THE HOME TELEPHONE COMPANY, 24.99 METERS
 DD1284'(82.0 FEET) WEST-SOUTHWEST OF STATION 008 011 SCGS, 56.88 METERS
 DD1284'(186.6 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 70.41 METERS
 DD1284'(231.0 FEET) WEST OF THE CENTERLINE OF COUNTY ROAD S-8-374,
 DD1284'37.58 METERS (123.3 FEET) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DD1284'TELEPHONE BUILDING, 14.02 METERS (46.0 FEET) NORTH OF A TREE LINE.
 DD1284'THE MARK IS 0.40 METERS  NNE FROM A WITNESS POST.
 DD1284'THE MARK IS 0.50 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1274 ***********************************************************************
 DD1274  DESIGNATION -  008 012
 DD1274  PID         -  DD1274
 DD1274  STATE/COUNTY-  SC/BERKELEY
 DD1274  USGS QUAD   -  ALVIN (1990)
 DD1274
 DD1274                         *CURRENT SURVEY CONTROL
 DD1274  ___________________________________________________________________
 DD1274* NAD 83(2001)-  33 17 23.77943(N)    079 47 58.72159(W)     ADJUSTED  
 DD1274* NAVD 88     -        12.813  (meters)      42.04   (feet)  ADJUSTED  
 DD1274  ___________________________________________________________________
 DD1274  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 DD1274  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DD1274  DYNAMIC HT  -          12.799 (meters)      41.99  (feet)  COMP
 DD1274  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 DD1274
 DD1274  HORZ ORDER  -  SECOND
 DD1274  VERT ORDER  -  FIRST     CLASS II
 DD1274
 DD1274.The horizontal coordinates were established by classical geodetic methods
 DD1274.and adjusted by the National Geodetic Survey in March 2004..
 DD1274
 DD1274.The orthometric height was determined by differential leveling
 DD1274.and adjusted by the National Geodetic Survey in June 1991..
 DD1274
 DD1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1274
 DD1274.The geoid height was determined by GEOID03.
 DD1274
 DD1274.The dynamic height is computed by dividing the NAVD 88
 DD1274.geopotential number by the normal gravity value computed on the
 DD1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1274.degrees latitude (g = 980.6199 gals.).
 DD1274
 DD1274.The modeled gravity was interpolated from observed gravity values.
 DD1274
 DD1274;                    North         East     Units Scale Factor Converg.
 DD1274;SPC SC       -   162,182.797   721,385.556   MT  0.99981544   +0 39 55.7
 DD1274;SPC SC       -   532,095.79  2,366,750.51   iFT  0.99981544   +0 39 55.7
 DD1274;UTM  17      - 3,684,072.993   611,767.258   MT  0.99975401   +0 39 32.1
 DD1274
 DD1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1274!SPC SC       -   1.00000316  x   0.99981544  =   0.99981860
 DD1274!UTM  17      -   1.00000316  x   0.99975401  =   0.99975717
 DD1274
 DD1274:                Primary Azimuth Mark                     Grid Az
 DD1274:SPC SC       -  008 012 AZ MK                            263 11 26.4
 DD1274:UTM  17      -  008 012 AZ MK                            263 11 50.0
 DD1274
 DD1274|---------------------------------------------------------------------|
 DD1274| PID    Reference Object                     Distance      Geod. Az  |
 DD1274|                                                           dddmmss.s |
 DD1274| DD1276 008 012 AZ MK                       APPROX. 0.6 KM 2635122.1 |
 DD1274| DD1275 008 012 RM 1                          6.992 METERS 27401     |
 DD1274|---------------------------------------------------------------------|
 DD1274
 DD1274                          SUPERSEDED SURVEY CONTROL
 DD1274
 DD1274  NAD 83(1986)-  33 17 23.78986(N)    079 47 58.72377(W) AD(       ) 2
 DD1274  NAD 27      -  33 17 23.18414(N)    079 47 59.45371(W) AD(       ) 2
 DD1274  NGVD 29 (03/21/89)   13.114  (m)           43.02   (f) ADJUSTED    1 2
 DD1274
 DD1274.Superseded values are not recommended for survey control.
 DD1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1274.See file dsdata.txt to determine how the superseded data were derived.
 DD1274
 DD1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1176784073(NAD 83)
 DD1274_MARKER: DD = SURVEY DISK
 DD1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1274_SP_SET: CONCRETE POST
 DD1274_STAMPING: HORZ 008 012 1981
 DD1274_MARK LOGO: SCGS  
 DD1274_PROJECTION: FLUSH
 DD1274_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1274
 DD1274  HISTORY     - Date     Condition        Report By
 DD1274  HISTORY     - 1981     MONUMENTED       SCGS
 DD1274  HISTORY     - 1984     GOOD             SCGS
 DD1274  HISTORY     - 20031203 MARK NOT FOUND   SCGS
 DD1274
 DD1274                          STATION DESCRIPTION
 DD1274
 DD1274'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1274'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) WEST
 DD1274'OF JAMESTOWN, ABOUT 3.8 KM (2.4 MI) WEST OF JUNCTION OF U.S. HIGHWAY
 DD1274'17A AND STATE HIGHWAY 45 ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 17A.
 DD1274'FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION
 DD1274'ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202 TELEPHONE (803)
 DD1274'758-3414.
 DD1274'
 DD1274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17A AND STATE
 DD1274'HIGHWAYS 41 AND 45 IN JAMESTOWN, GO WEST ON U.S. HIGHWAY 17A AND
 DD1274'STATE HIGHWAY 45 FOR 6.1 KM (3.8 MI) TO FORK, STATE HIGHWAY 45 BEARS
 DD1274'RIGHT.  CONTINUE AHEAD ON U.S. HIGHWAY 17A FOR 2.8 KM (1.75 MI) TO
 DD1274'TRIANGULATION STATION EVANS ON LEFT, CONTINUE AHEAD ON U.S. HIGHWAY
 DD1274'17A FOR 0.6 KM (0.35 MI) TO THE STATION ON RIGHT.
 DD1274'
 DD1274'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1274'---008 012 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1274'CM IN DIAMETER PROJECTING 5.1 CM ABOVE THE GROUND LOCATED  9.0 METERS
 DD1274'N FROM CENTER OF HIGHWAY 17A,  0.9 METERS S FROM METAL WITNESS POST,
 DD1274'7.5 METERS E FROM METAL WITNESS POST AT RM 1,  5.5 METERS N FROM EDGE
 DD1274'OF HIGHWAY 17A, AND  7.9 METERS SE FROM 26 INCH PINE TREE.
 DD1274'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1274'DISK STAMPED---008 012 1981---SET INTO AN IRREGULAR MASS OF
 DD1274'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD1274'
 DD1274'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1274'STAMPED---RM 1 008 012 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1274'MONUMENT 30 CM IN DIAMETER PROJECTING 15. CM ABOVE THE GROUND LOCATED
 DD1274'0.4 METERS S FROM METAL WITNESS POST, 10.1 METERS N FROM CENTER OF
 DD1274'HIGHWAY 17A,  7.3 METERS W FROM METAL WITNESS POST AT THE STATION,
 DD1274'AND  4.1 METERS S FROM 26 INCH PINE TREE.
 DD1274'
 DD1274'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1274'STAMPED---008 012 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD1274'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.3 METERS
 DD1274'NE FROM METAL WITNESS POST,  0.7 METERS NE FROM POWER LINE POLE,  8.2
 DD1274'METERS E FROM CENTER OF COUNTY ROAD S-8-134, AND 11.1 METERS S FROM
 DD1274'CENTER OF HIGHWAY 17A.
 DD1274'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 DD1274'17A FOR 0.6 KM (0.35 MI) TO THE MARK ON THE LEFT IN THE SOUTHEAST
 DD1274'QUADRANGLE OF A CROSSROADS.
 DD1274
 DD1274                          STATION RECOVERY (1984)
 DD1274
 DD1274'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1274'10.0 KM (6.2 MI) WEST FROM JAMESTOWN.
 DD1274'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1274'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 3.95
 DD1274'KILOMETERS (2.45 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 DD1274'AT THE EDGE OF THE WOODS, 8.96 METERS (29.4 FEET) NORTH OF THE
 DD1274'CENTERLINE OF THE HIGHWAY, 7.86 METERS (25.8 FEET) SOUTHEAST OF A LONE
 DD1274'60-INCH PINE TREE, 6.83 METERS (22.4 FEET) EAST OF 008 012 RM 1 SCGS.
 DD1274'THE MARK IS 0.90 METERS  S FROM A WITNESS POST.
 DD1274'THE MARK IS 0.50 M BELOW HIGHWAY.
 DD1274
 DD1274                          STATION RECOVERY (2003)
 DD1274
 DD1274'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1274'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD1274'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD1274'LOCATED THIS STATION WITH NO  RESULTS, POSITION LED TO A BROKEN
 DD1274'CONCRETE POST, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1276 ***********************************************************************
 DD1276  HT_MOD      -  This is a Height Modernization Survey Station.
 DD1276  DESIGNATION -  008 012 AZ MK
 DD1276  PID         -  DD1276
 DD1276  STATE/COUNTY-  SC/BERKELEY
 DD1276  USGS QUAD   -  ALVIN (1990)
 DD1276
 DD1276                         *CURRENT SURVEY CONTROL
 DD1276  ___________________________________________________________________
 DD1276* NAD 83(2001)-  33 17 21.72677(N)    079 48 21.42065(W)     ADJUSTED  
 DD1276* NAVD 88     -        12.64   (meters)      41.5    (feet)  GPS OBS   
 DD1276  ___________________________________________________________________
 DD1276  X           -     944,539.984 (meters)                     COMP
 DD1276  Y           -  -5,252,662.324 (meters)                     COMP
 DD1276  Z           -   3,480,818.718 (meters)                     COMP
 DD1276  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 DD1276  ELLIP HEIGHT-         -20.28  (meters)          (10/01/04) GPS OBS
 DD1276  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DD1276  DYNAMIC HT  -          12.62  (meters)      41.4   (feet)  COMP
 DD1276  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 DD1276
 DD1276  HORZ ORDER  -  FIRST
 DD1276  VERT ORDER  -  FIRST     CLASS II (See Below)
 DD1276  ELLP ORDER  -  FOURTH    CLASS I
 DD1276
 DD1276.The horizontal coordinates were established by GPS observations
 DD1276.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1276
 DD1276.The orthometric height was determined by GPS observations and a
 DD1276.high-resolution geoid model using precise GPS observation and
 DD1276.processing techniques. It supersedes the leveled height previously
 DD1276.determined for this station.
 DD1276.The vertical order pertains to the first NAVD 88 superseded value.
 DD1276
 DD1276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1276
 DD1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1276
 DD1276.The ellipsoidal height was determined by GPS observations
 DD1276.and is referenced to NAD 83.
 DD1276
 DD1276.The geoid height was determined by GEOID03.
 DD1276
 DD1276.The dynamic height is computed by dividing the NAVD 88
 DD1276.geopotential number by the normal gravity value computed on the
 DD1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1276.degrees latitude (g = 980.6199 gals.).
 DD1276
 DD1276.The modeled gravity was interpolated from observed gravity values.
 DD1276
 DD1276;                    North         East     Units Scale Factor Converg.
 DD1276;SPC SC       -   162,112.772   720,799.120   MT  0.99981551   +0 39 43.1
 DD1276;SPC SC       -   531,866.05  2,364,826.51   iFT  0.99981551   +0 39 43.1
 DD1276;UTM  17      - 3,684,003.039   611,180.849   MT  0.99975240   +0 39 19.6
 DD1276
 DD1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1276!SPC SC       -   1.00000318  x   0.99981551  =   0.99981869
 DD1276!UTM  17      -   1.00000318  x   0.99975240  =   0.99975558
 DD1276
 DD1276                          SUPERSEDED SURVEY CONTROL
 DD1276
 DD1276  NAD 83(2001)-  33 17 21.72841(N)    079 48 21.42817(W) AD(       ) 2
 DD1276  NAD 83(1986)-  33 17 21.73883(N)    079 48 21.43034(W) AD(       ) 2
 DD1276  NAD 27      -  33 17 21.13293(N)    079 48 22.15960(W) AD(       ) 2
 DD1276  NAVD 88 (06/15/91)   12.667  (m)           41.56   (f) ADJUSTED    1 2
 DD1276  NGVD 29 (03/21/89)   12.968  (m)           42.55   (f) ADJUSTED    1 2
 DD1276
 DD1276.Superseded values are not recommended for survey control.
 DD1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1276.See file dsdata.txt to determine how the superseded data were derived.
 DD1276
 DD1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1118184003(NAD 83)
 DD1276_MARKER: DD = SURVEY DISK
 DD1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1276_SP_SET: CONCRETE POST
 DD1276_STAMPING: AZ MK 008 012 1981
 DD1276_MARK LOGO: SCGS  
 DD1276_PROJECTION: RECESSED 3 CENTIMETERS
 DD1276_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1276+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DD1276
 DD1276  HISTORY     - Date     Condition        Report By
 DD1276  HISTORY     - 1981     MONUMENTED       SCGS
 DD1276  HISTORY     - 1984     GOOD             SCGS
 DD1276  HISTORY     - 20031215 GOOD             SCGS
 DD1276
 DD1276                          STATION DESCRIPTION
 DD1276
 DD1276'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1276'10.5 KM (6.5 MI) WEST FROM JAMESTOWN.
 DD1276'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1276'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 4.4
 DD1276'KILOMETERS (2.75 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 DD1276'NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY
 DD1276'ROAD S-8-134, 11.22 METERS (36.8 FEET) SOUTH OF THE CENTERLINE OF THE
 DD1276'HIGHWAY, 8.41 METERS (27.6 FEET) EAST OF THE CENTERLINE OF THE COUNTY
 DD1276'ROAD, 41.91 METERS (137.5 FEET) WEST OF THE APPROXIMATE CENTER OF A
 DD1276'DRIVEWAY LEADING TO A SMALL ONE-STORY HOUSE, 0.73 METER (2.4 FEET)
 DD1276'NORTHWEST OF THE POWER POLE.
 DD1276'THE MARK IS 0.50 METERS  NW FROM A WITNESS POST.
 DD1276'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1276
 DD1276                          STATION RECOVERY (2003)
 DD1276
 DD1276'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1276'STATION IS LOCATED 6.5 MILES WEST OF JAMESTOWN, 13.65 MILES EAST
 DD1276'NORTHEAST OF MONCKS  CORNER.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1276'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DD1276'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1276'17 ALTERNATE AND STATE  HIGHWAY 45 (SANTEE RIVER ROAD), 3.7 MILES WEST
 DD1276'OF JAMESTOWN, GO WEST NORTHWEST ON  HIGHWAY 17 ALTERNATE FOR 2.9 MILES
 DD1276'TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE  OF THE JUNCTION OF
 DD1276'STATE ROAD 134 (BEAVER DAM ROAD LEFT AND WREN ROAD RIGHT). STATION IS
 DD1276'A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROAD, 36.6 FEET
 DD1276'SOUTH OF THE CENTER OF THE HIGHWAY, 26.7 FEET EAST OF THE CENTER OF
 DD1276'THE ROAD, 2.8  FEET NORTHWEST OF A POWER POLE 7-63-G, 11.6 FEET WEST
 DD1276'SOUTHWEST OF A SMALL METAL  WATER METER COVER WITH A CONCRETE COLLAR,
 DD1276'2.0 FEET NORTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1275 ***********************************************************************
 DD1275  DESIGNATION -  008 012 RM 1
 DD1275  PID         -  DD1275
 DD1275  STATE/COUNTY-  SC/BERKELEY
 DD1275  USGS QUAD   -  ALVIN (1990)
 DD1275
 DD1275                         *CURRENT SURVEY CONTROL
 DD1275  ___________________________________________________________________
 DD1275* NAD 83(1986)-  33 17 24.     (N)    079 47 58.     (W)     SCALED    
 DD1275* NAVD 88     -        12.902  (meters)      42.33   (feet)  ADJUSTED  
 DD1275  ___________________________________________________________________
 DD1275  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DD1275  DYNAMIC HT  -          12.888 (meters)      42.28  (feet)  COMP
 DD1275  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 DD1275
 DD1275  VERT ORDER  -  FIRST     CLASS II
 DD1275
 DD1275.The horizontal coordinates were scaled from a topographic map and have
 DD1275.an estimated accuracy of +/- 6 seconds.
 DD1275
 DD1275.The orthometric height was determined by differential leveling
 DD1275.and adjusted by the National Geodetic Survey in June 1991..
 DD1275
 DD1275.The geoid height was determined by GEOID03.
 DD1275
 DD1275.The dynamic height is computed by dividing the NAVD 88
 DD1275.geopotential number by the normal gravity value computed on the
 DD1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1275.degrees latitude (g = 980.6199 gals.).
 DD1275
 DD1275.The modeled gravity was interpolated from observed gravity values.
 DD1275
 DD1275;                    North         East    Units  Estimated Accuracy
 DD1275;SPC SC       -   162,190.      721,400.      MT  (+/- 180 meters Scaled)
 DD1275
 DD1275                          SUPERSEDED SURVEY CONTROL
 DD1275
 DD1275  NGVD 29 (03/21/89)   13.203  (m)           43.32   (f) ADJUSTED    1 2
 DD1275
 DD1275.Superseded values are not recommended for survey control.
 DD1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1275.See file dsdata.txt to determine how the superseded data were derived.
 DD1275
 DD1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS117840(NAD 83)
 DD1275_MARKER: DD = SURVEY DISK
 DD1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1275_SP_SET: CONCRETE POST
 DD1275_STAMPING: RM 1 008 012 1981
 DD1275_MARK LOGO: SCGS  
 DD1275_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1275
 DD1275  HISTORY     - Date     Condition        Report By
 DD1275  HISTORY     - 1981     MONUMENTED       SCGS
 DD1275  HISTORY     - 1984     GOOD             SCGS
 DD1275
 DD1275                          STATION DESCRIPTION
 DD1275
 DD1275'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1275'10.0 KM (6.2 MI) WEST FROM JAMESTOWN.
 DD1275'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1275'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 3.95
 DD1275'KILOMETERS (2.45 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 DD1275'AT THE EDGE OF THE WOODS, 10.06 METERS (33.0 FEET) NORTH OF THE
 DD1275'CENTERLINE OF THE HIGHWAY, 6.83 METERS (22.4 FEET) WEST OF STATION 008
 DD1275'012 SCGS, 4.18 METERS (13.7 FEET) SOUTH-SOUTHWEST OF A LONE 60-INCH
 DD1275'PINE TREE.
 DD1275'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 DD1275'THE MARK IS 1.50 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1249 ***********************************************************************
 DD1249  DESIGNATION -  008 013
 DD1249  PID         -  DD1249
 DD1249  STATE/COUNTY-  SC/BERKELEY
 DD1249  USGS QUAD   -  ALVIN (1990)
 DD1249
 DD1249                         *CURRENT SURVEY CONTROL
 DD1249  ___________________________________________________________________
 DD1249* NAD 83(2001)-  33 19 44.31584(N)    079 47 53.50334(W)     ADJUSTED  
 DD1249* NAVD 88     -        12.543  (meters)      41.15   (feet)  ADJUSTED  
 DD1249  ___________________________________________________________________
 DD1249  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 DD1249  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DD1249  DYNAMIC HT  -          12.530 (meters)      41.11  (feet)  COMP
 DD1249  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 DD1249
 DD1249  HORZ ORDER  -  SECOND
 DD1249  VERT ORDER  -  FIRST     CLASS II
 DD1249
 DD1249.The horizontal coordinates were established by classical geodetic methods
 DD1249.and adjusted by the National Geodetic Survey in March 2004..
 DD1249
 DD1249.The orthometric height was determined by differential leveling
 DD1249.and adjusted by the National Geodetic Survey in June 1991..
 DD1249
 DD1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1249
 DD1249.The geoid height was determined by GEOID03.
 DD1249
 DD1249.The dynamic height is computed by dividing the NAVD 88
 DD1249.geopotential number by the normal gravity value computed on the
 DD1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1249.degrees latitude (g = 980.6199 gals.).
 DD1249
 DD1249.The modeled gravity was interpolated from observed gravity values.
 DD1249
 DD1249;                    North         East     Units Scale Factor Converg.
 DD1249;SPC SC       -   166,512.956   721,470.201   MT  0.99981119   +0 39 58.6
 DD1249;SPC SC       -   546,302.35  2,367,028.22   iFT  0.99981119   +0 39 58.6
 DD1249;UTM  17      - 3,688,402.886   611,852.367   MT  0.99975425   +0 39 37.4
 DD1249
 DD1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1249!SPC SC       -   1.00000320  x   0.99981119  =   0.99981439
 DD1249!UTM  17      -   1.00000320  x   0.99975425  =   0.99975745
 DD1249
 DD1249|---------------------------------------------------------------------|
 DD1249| PID    Reference Object                     Distance      Geod. Az  |
 DD1249|                                                           dddmmss.s |
 DD1249| DD1251 008 013 RM 2                        161.803 METERS 29333     |
 DD1249| DD1250 008 013 RM 1                          8.454 METERS 35855     |
 DD1249|---------------------------------------------------------------------|
 DD1249
 DD1249                          SUPERSEDED SURVEY CONTROL
 DD1249
 DD1249  NAD 83(1986)-  33 19 44.32612(N)    079 47 53.50557(W) AD(       ) 2
 DD1249  NAD 27      -  33 19 43.72305(N)    079 47 54.23663(W) AD(       ) 2
 DD1249  NGVD 29 (03/21/89)   12.843  (m)           42.14   (f) ADJUSTED    1 2
 DD1249
 DD1249.Superseded values are not recommended for survey control.
 DD1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1249.See file dsdata.txt to determine how the superseded data were derived.
 DD1249
 DD1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1185288403(NAD 83)
 DD1249_MARKER: DD = SURVEY DISK
 DD1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1249_SP_SET: CONCRETE POST
 DD1249_STAMPING: HORZ 008 013 1981
 DD1249_MARK LOGO: SCGS  
 DD1249_PROJECTION: PROJECTING 5 CENTIMETERS
 DD1249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1249+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003
 DD1249
 DD1249  HISTORY     - Date     Condition        Report By
 DD1249  HISTORY     - 1981     MONUMENTED       SCGS
 DD1249  HISTORY     - 1984     GOOD             SCGS
 DD1249  HISTORY     - 20031203 GOOD             SCGS
 DD1249
 DD1249                          STATION DESCRIPTION
 DD1249
 DD1249'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1249'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTHEAST OF MONCKS
 DD1249'CORNER, ABOUT 11.3 KM (7.0 MI) WEST OF JAMESTOWN, ABOUT 5.6 KM (3.5
 DD1249'MI) WEST-NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 17A AND STATE
 DD1249'HIGHWAY 45 ON THE PROPERTY OF THE FRANCIS MARION NATIONAL FOREST.
 DD1249'
 DD1249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17A AND STATE
 DD1249'HIGHWAYS 45 AND 41 IN JAMESTOWN, GO WESTERLY ON U.S. HIGHWAY 17A AND
 DD1249'STATE HIGHWAY 45 FOR 6.1 KM (3.8 MI) TO POINT WHERE STATE HIGHWAY 45
 DD1249'BEARS RIGHT, KEEP RIGHT, GO WEST-NORTHWEST ON STATE HIGHWAY 45 FOR
 DD1249'6.1 KM (3.8 MI) TO A WHITE CONCRETE BLOCK CHURCH ON RIGHT, CONTINUE
 DD1249'AHEAD FOR 0.3 KM (0.2 MI) TO A WOODS DRIVE AND STATION ON RIGHT.
 DD1249'
 DD1249'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1249'---008 013 1981---SET INTO A ROUND CONCRETE MONUMENT 30
 DD1249'CM IN DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND LOCATED 32.3
 DD1249'METERS NE FROM THE CENTER OF STATE HIGHWAY 43, 36.0 METERS E FROM THE
 DD1249'CENTER OF DRIVEWAY,  8.8 METERS S FROM THE WITNESS POST, AND 26.0
 DD1249'METERS NE FROM THE POWER LINE POLE.
 DD1249'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1249'DISK STAMPED---008 013 1981---SET INTO AN IRREGULAR MASS OF
 DD1249'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD1249'
 DD1249'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1249'DISK STAMPED---008 013 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD1249'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1249'39.9 METERS NE FROM THE CENTER OF STATE HIGHWAY 43, 36.9 METERS E
 DD1249'FROM THE CENTER OF DRIVEWAY,  0.7 METERS SW FROM THE WITNESS POST,
 DD1249'29.5 METERS NE FROM THE POWER LINE POLE, AND IS LEVEL WITH THE
 DD1249'STATION.
 DD1249'
 DD1249'REFERENCE MARK IS A STANDARD SCGS DISK STAMPED---008 013
 DD1249'RM 2 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 DD1249'DIAMETER PROJECTING 8 INCHES ABOVE THE GROUND LOCATED 12.3 METERS SW
 DD1249'FROM THE CENTER OF STATE HIGHWAY 43, 19.2 METERS NNW FROM THE CENTER
 DD1249'OF DRIVEWAY, 11.9 METERS NW FROM THE NW CORNER OF OLD HOUSE, AND  0.5
 DD1249'METERS NE FROM THE WITNESS POST.
 DD1249'TO REACH RM 2 FROM THE STATION, GO
 DD1249'WEST ON STATE HIGHWAY 45 FOR 0.2 KM (0.1 MI) TO MARK ON LEFT.
 DD1249
 DD1249                          STATION RECOVERY (1984)
 DD1249
 DD1249'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1249'12.2 KM (7.6 MI) NW FROM JAMESTOWN.
 DD1249'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1249'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, THENCE 6.35
 DD1249'KILOMETERS (3.95 MILES) NORTHWEST ALONG STATE HIGHWAY 45, SET IN THE
 DD1249'EAST ANGLE OF THE INTERSECTION OF A WOODED ROAD ACROSS FROM A
 DD1249'TWO-STORY WOOD AND BRICK HOUSE, 32.3 METERS (105.97 FEET)
 DD1249'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 36.0 METERS (118.11
 DD1249'FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE WOODED ROAD,
 DD1249'26.0 METERS (85.3 FEET) EAST-NORTHEAST OF POWER POLE NUMBER 78,
 DD1249'8.95 METERS (29.36 FEET) SOUTHWEST OF A BLAZED 36-INCH PINE TREE.
 DD1249'THE MARK IS 0.60 METERS  NNW FROM A WITNESS POST.
 DD1249'THE MARK IS 1.50 M ABOVE HIGHWAY.
 DD1249
 DD1249                          STATION RECOVERY (2003)
 DD1249
 DD1249'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1249'STATION IS LOCATED 8.8 MILES SOUTHEAST OF SAINT STEPHEN, 15.5 MILES
 DD1249'NORTHEAST OF  MONCKS CORNER. OWNERSHIP--RONNIE MIMS, 1845 SANTEE RIVER
 DD1249'ROAD, SAINT STEPHEN, SC  29479. TO REACH THE STATION FROM THE JUNCTION
 DD1249'OF U.S. HIGHWAY 17 ALTERNATE AND STATE  HIGHWAYS 45 (SANTEE RIVER
 DD1249'ROAD), 3.7 MILES WEST OF JAMESTOWN, GO NORTHWEST ON  HIGHWAY 45 FOR
 DD1249'4.0 MILES TO THE STATION ON THE RIGHT IN THE EAST ANGLE OF A GATED
 DD1249'FIELD  ACCESS ROAD RIGHT (SHUG LANE). STATION IS A CONCRETE POST
 DD1249'PROJECTING 0.2 FOOT, 27.6 FEET SOUTH OF SURVEY STATION  008 013 RM 1,
 DD1249'92.2 FEET SOUTH SOUTHEAST OF THE CENTER OF THE FIELD ROAD, 118.6 FEET
 DD1249'EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 1.1 FEET NORTHWEST OF A
 DD1249'WITNESS  POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION
 DD1249'008 013 RM 2. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1250 ***********************************************************************
 DD1250  DESIGNATION -  008 013 RM 1
 DD1250  PID         -  DD1250
 DD1250  STATE/COUNTY-  SC/BERKELEY
 DD1250  USGS QUAD   -  ALVIN (1990)
 DD1250
 DD1250                         *CURRENT SURVEY CONTROL
 DD1250  ___________________________________________________________________
 DD1250* NAD 83(1986)-  33 19 45.     (N)    079 47 53.     (W)     SCALED    
 DD1250* NAVD 88     -        12.437  (meters)      40.80   (feet)  ADJUSTED  
 DD1250  ___________________________________________________________________
 DD1250  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DD1250  DYNAMIC HT  -          12.424 (meters)      40.76  (feet)  COMP
 DD1250  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 DD1250
 DD1250  VERT ORDER  -  FIRST     CLASS II
 DD1250
 DD1250.The horizontal coordinates were scaled from a topographic map and have
 DD1250.an estimated accuracy of +/- 6 seconds.
 DD1250
 DD1250.The orthometric height was determined by differential leveling
 DD1250.and adjusted by the National Geodetic Survey in June 1991..
 DD1250
 DD1250.The geoid height was determined by GEOID03.
 DD1250
 DD1250.The dynamic height is computed by dividing the NAVD 88
 DD1250.geopotential number by the normal gravity value computed on the
 DD1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1250.degrees latitude (g = 980.6199 gals.).
 DD1250
 DD1250.The modeled gravity was interpolated from observed gravity values.
 DD1250
 DD1250;                    North         East    Units  Estimated Accuracy
 DD1250;SPC SC       -   166,530.      721,480.      MT  (+/- 180 meters Scaled)
 DD1250
 DD1250                          SUPERSEDED SURVEY CONTROL
 DD1250
 DD1250  NGVD 29 (03/21/89)   12.738  (m)           41.79   (f) ADJUSTED    1 2
 DD1250
 DD1250.Superseded values are not recommended for survey control.
 DD1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1250.See file dsdata.txt to determine how the superseded data were derived.
 DD1250
 DD1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS118884(NAD 83)
 DD1250_MARKER: DR = REFERENCE MARK DISK
 DD1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1250_SP_SET: CONCRETE POST
 DD1250_STAMPING: RM 1 008 013 1981
 DD1250_MARK LOGO: SCGS  
 DD1250_PROJECTION: PROJECTING 10 CENTIMETERS
 DD1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1250
 DD1250  HISTORY     - Date     Condition        Report By
 DD1250  HISTORY     - 1981     MONUMENTED       SCGS
 DD1250  HISTORY     - 1984     GOOD             SCGS
 DD1250
 DD1250                          STATION DESCRIPTION
 DD1250
 DD1250'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1250'12.2 KM (7.6 MI) NW FROM JAMESTOWN.
 DD1250'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1250'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, THENCE 6.35
 DD1250'KILOMETERS (3.95 MILES) NORTHWEST ALONG STATE HIGHWAY 45, SET IN THE
 DD1250'EAST ANGLE OF THE INTERSECTION OF A WOODED ROAD ACROSS FROM A
 DD1250'TWO-STORY WOOD AND BRICK HOUSE, 39.9 METERS (130.91 FEET)
 DD1250'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 36.9 METERS (121.06
 DD1250'FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE WOODED ROAD,
 DD1250'29.5 METERS (96.78 FEET) EAST-NORTHEAST OF POWER POLE NUMBER 78.
 DD1250'THE MARK IS 0.70 METERS  SW FROM A WITNESS POST.
 DD1250'THE MARK IS 1.50 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1251 ***********************************************************************
 DD1251  DESIGNATION -  008 013 RM 2
 DD1251  PID         -  DD1251
 DD1251  STATE/COUNTY-  SC/BERKELEY
 DD1251  USGS QUAD   -  ALVIN (1990)
 DD1251
 DD1251                         *CURRENT SURVEY CONTROL
 DD1251  ___________________________________________________________________
 DD1251* NAD 83(2001)-  33 19 46.41489(N)    079 47 59.23823(W)     ADJUSTED  
 DD1251* NAVD 88     -        10.091  (meters)      33.11   (feet)  ADJUSTED  
 DD1251  ___________________________________________________________________
 DD1251  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 DD1251  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DD1251  DYNAMIC HT  -          10.081 (meters)      33.07  (feet)  COMP
 DD1251  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 DD1251
 DD1251  HORZ ORDER  -  SECOND
 DD1251  VERT ORDER  -  FIRST     CLASS II
 DD1251
 DD1251.The horizontal coordinates were established by classical geodetic methods
 DD1251.and adjusted by the National Geodetic Survey in March 2004..
 DD1251
 DD1251.The orthometric height was determined by differential leveling
 DD1251.and adjusted by the National Geodetic Survey in June 1991..
 DD1251
 DD1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1251
 DD1251.The geoid height was determined by GEOID03.
 DD1251
 DD1251.The dynamic height is computed by dividing the NAVD 88
 DD1251.geopotential number by the normal gravity value computed on the
 DD1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1251.degrees latitude (g = 980.6199 gals.).
 DD1251
 DD1251.The modeled gravity was interpolated from observed gravity values.
 DD1251
 DD1251;                    North         East     Units Scale Factor Converg.
 DD1251;SPC SC       -   166,575.885   721,321.170   MT  0.99981113   +0 39 55.4
 DD1251;SPC SC       -   546,508.81  2,366,539.27   iFT  0.99981113   +0 39 55.4
 DD1251;UTM  17      - 3,688,465.827   611,703.351   MT  0.99975384   +0 39 34.3
 DD1251
 DD1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1251!SPC SC       -   1.00000358  x   0.99981113  =   0.99981471
 DD1251!UTM  17      -   1.00000358  x   0.99975384  =   0.99975742
 DD1251
 DD1251                          SUPERSEDED SURVEY CONTROL
 DD1251
 DD1251  NAD 83(1986)-  33 19 46.42514(N)    079 47 59.24044(W) AD(       ) 2
 DD1251  NAD 27      -  33 19 45.82187(N)    079 47 59.97147(W) AD(       ) 2
 DD1251  NGVD 29 (03/21/89)   10.392  (m)           34.09   (f) ADJUSTED    1 2
 DD1251
 DD1251.Superseded values are not recommended for survey control.
 DD1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1251.See file dsdata.txt to determine how the superseded data were derived.
 DD1251
 DD1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1170388466(NAD 83)
 DD1251_MARKER: DD = SURVEY DISK
 DD1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1251_SP_SET: CONCRETE POST
 DD1251_STAMPING: RM 2 008 013 1981
 DD1251_MARK LOGO: SCGS  
 DD1251_PROJECTION: PROJECTING 15 CENTIMETERS
 DD1251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1251+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003
 DD1251
 DD1251  HISTORY     - Date     Condition        Report By
 DD1251  HISTORY     - 1981     MONUMENTED       SCGS
 DD1251  HISTORY     - 1984     GOOD             SCGS
 DD1251  HISTORY     - 20031203 GOOD             SCGS
 DD1251
 DD1251                          STATION DESCRIPTION
 DD1251
 DD1251'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1251'12.2 KM (7.6 MI) NW FROM JAMESTOWN.
 DD1251'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1251'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, THENCE 6.5
 DD1251'KILOMETERS (4.05 MILES) NORTHWEST ALONG STATE HIGHWAY 45, SET IN THE
 DD1251'NORTH CORNER OF A YARD WITH A SMALL WOODEN HOUSE, 12.13 METERS (39.8
 DD1251'FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.98 METERS
 DD1251'(39.3 FEET) NORTH OF THE NORTHEAST CORNER OF THE WOOD HOUSE,
 DD1251'5.0 METERS (16.4 FEET) NORTHWEST OF A POWER POLE.  NOTE--008 013 RM 2
 DD1251'SCGS IS USED AS AN AZIMUTH FOR 008 013 SCGS.
 DD1251'THE MARK IS 0.50 METERS  NE FROM A WITNESS POST.
 DD1251'THE MARK IS 1.00 M BELOW HIGHWAY.
 DD1251
 DD1251                          STATION RECOVERY (2003)
 DD1251
 DD1251'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1251'STATION IS LOCATED 8.7 MILES SOUTHEAST OF SAINT STEPHEN, 15.4 MILES
 DD1251'NORTHEAST OF  MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1251'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 DD1251'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1251'17 ALTERNATE AND STATE  HIGHWAYS 45 (SANTEE RIVER ROAD), 3.7 MILES
 DD1251'WEST OF JAMESTOWN, GO NORTHWEST ON  HIGHWAY 45 FOR 4.15 MILES TO THE
 DD1251'STATION ON THE LEFT NEAR A LARGE PINE TREE AND AN OLD  WOODEN HOUSE
 DD1251'NUMBER 1861. STATION IS A CONCRETE POST PROJECTING 0.5 FOOT AND 0.5
 DD1251'FOOT BELOW THE HIGHWAY, 35.8 FEET  SOUTHWEST OF THE CENTER OF THE
 DD1251'HIGHWAY, 39.5 FEET NORTH OF THE NORTH CORNER OF THE  HOUSE, 6.6 FEET
 DD1251'NORTH OF A BLAZED 2.5-FOOT PINE TREE, 1.7 FEET NORTHEAST OF A WITNESS
 DD1251'POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 013.
 DD1251'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3232 ***********************************************************************
 DD3232  DESIGNATION -  008 014
 DD3232  PID         -  DD3232
 DD3232  STATE/COUNTY-  SC/BERKELEY
 DD3232  USGS QUAD   -  BONNEAU (1990)
 DD3232
 DD3232                         *CURRENT SURVEY CONTROL
 DD3232  ___________________________________________________________________
 DD3232* NAD 83(2001)-  33 20 59.26935(N)    079 52 59.42392(W)     ADJUSTED  
 DD3232* NAVD 88     -        19.6    (meters)      64.     (feet)  VERT ANG  
 DD3232  ___________________________________________________________________
 DD3232  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 DD3232  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DD3232
 DD3232  HORZ ORDER  -  THIRD
 DD3232
 DD3232.The horizontal coordinates were established by classical geodetic methods
 DD3232.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3232
 DD3232.The orthometric height was determined by vertical angle observations.
 DD3232
 DD3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3232
 DD3232.The geoid height was determined by GEOID03.
 DD3232
 DD3232;                    North         East     Units Scale Factor Converg.
 DD3232;SPC SC       -   168,732.852   713,535.385   MT  0.99980912   +0 37 09.0
 DD3232;SPC SC       -   553,585.47  2,340,995.36   iFT  0.99980912   +0 37 09.0
 DD3232;UTM  17      - 3,690,623.398   603,918.293   MT  0.99973314   +0 36 50.5
 DD3232
 DD3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3232!SPC SC       -   1.00000205  x   0.99980912  =   0.99981117
 DD3232!UTM  17      -   1.00000205  x   0.99973314  =   0.99973519
 DD3232
 DD3232|---------------------------------------------------------------------|
 DD3232| PID    Reference Object                     Distance      Geod. Az  |
 DD3232|                                                           dddmmss.s |
 DD3232| DD3656 008 014 RM 1                         14.196 METERS 11711     |
 DD3232| DD3233 008 014 RM 2                        324.985 METERS 21435     |
 DD3232|---------------------------------------------------------------------|
 DD3232
 DD3232                          SUPERSEDED SURVEY CONTROL
 DD3232
 DD3232  NAD 83(2001)-  33 20 59.27050(N)    079 52 59.42667(W) AD(       ) 2
 DD3232  NAD 83(1986)-  33 20 59.28060(N)    079 52 59.42873(W) AD(       ) 2
 DD3232  NAD 27      -  33 20 58.67726(N)    079 53 00.15272(W) AD(       ) 2
 DD3232  NGVD 29 (07/19/86)   19.9    (m)           65.     (f) VERT ANG       
 DD3232
 DD3232.Superseded values are not recommended for survey control.
 DD3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3232.See file dsdata.txt to determine how the superseded data were derived.
 DD3232
 DD3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0391890623(NAD 83)
 DD3232_MARKER: DD = SURVEY DISK
 DD3232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3232_STAMPING: HORZ 008 014 1981
 DD3232_MARK LOGO: SCGS  
 DD3232_PROJECTION: PROJECTING 5 CENTIMETERS
 DD3232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3232+STABILITY: SURFACE MOTION
 DD3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3232+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2003
 DD3232
 DD3232  HISTORY     - Date     Condition        Report By
 DD3232  HISTORY     - 1981     MONUMENTED       SCGS
 DD3232  HISTORY     - 20031202 GOOD             SCGS
 DD3232
 DD3232                          STATION DESCRIPTION
 DD3232
 DD3232'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3232'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHEAST OF ST.
 DD3232'STEPHEN, 11.3 KM (7 MI) NORTHEAST OF BONNEAU, 7.8 KM (4.5 MI)
 DD3232'SOUTHWEST OF THE SANTEE RIVER, ON HIGHWAY ROW.  CONTACT--  GEORGE
 DD3232'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD3232'29202.
 DD3232'
 DD3232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 DD3232'HIGHWAY 45 IN ST. STEPHEN, GO SOUTH ON HIGHWAY 52 FOR 0.3 KM (0.2 MI)
 DD3232'TO A PAVED ROAD LEFT, TURN LEFT, SOUTHEAST, ON S-8-40 FOR 0.24 KM
 DD3232'(0.15 MI) TO A CROSS STREET.  TURN RIGHT, SOUTHEAST, ON S-8-40 (HOOD
 DD3232'STREET) FOR 1.1 KM (0.7 MI) TO A CROSSROAD (S-8-351).  CONTINUE AHEAD
 DD3232'FOR 5.2 KM (3.2 MI) TO A PAVED ROAD LEFT (S-8-310).  CONTINUE AHEAD
 DD3232'FOR 4.1 KM (2.55 MI) TO THE STATION ON THE RIGHT.  DESCRIBED BY J. D.
 DD3232'RIGNEY.
 DD3232'
 DD3232'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3232'---008 014 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 DD3232'IN DIAMETER PROJECTING 10. CM ABOVE THE GROUND LOCATED 11.0 METERS
 DD3232'E FROM CENTER OF COUNTY ROAD 40,  0.4 METERS SW FROM A
 DD3232'METAL WITNESS POST, 22.3 METERS W FROM A POWER LINE POLE,  4.7
 DD3232'METERS WSW FROM AN 18 INCH PINE TREE, AND  6.7 METERS S FROM
 DD3232'FROM CENTER OF A DIM WOODS ROAD.
 DD3232'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3232'DISK STAMPED---008 014 1981---SET INTO AN IRREGULAR MASS OF
 DD3232'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD3232'
 DD3232'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3232'DISK STAMPED---RM 1 008 014 1981---SET INTO THE TOP OF A ROUND
 DD3232'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 10. CM ABOVE THE
 DD3232'GROUND LOCATED  0.3 METERS NNW FROM A METAL WITNESS POST, 24.8
 DD3232'METERS SE FROM A CENTER OF COUNTY ROAD 40,  9.1 METERS NW FROM
 DD3232'FROM A POWER LINE POLE, 14.0 METERS SE FROM A METAL WITNESS POST
 DD3232'AT THE STATION, AND IS LEVEL WITH THE STATION.
 DD3232'
 DD3232'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3232'DISK STAMPED---RM 2 008 014 1981---SET INTO THE TOP OF A ROUND
 DD3232'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 7.6 CM ABOVE THE
 DD3232'GROUND USED AS AN AZIMUTH MARK.  TO REACH RM 2 FROM THE STATION, GO
 DD3232'SOUTHWESTERLY ON COUNTY ROAD FOR 0.3 KM (0.2 MI) TO THE MARK ON THE
 DD3232'LEFT. LOCATED  0.9 METERS NW FROM A METAL WITNESS POST,  7.9
 DD3232'METERS SE FROM THE CENTER OF COUNTY ROAD 40,  5.2 METERS SE FROM
 DD3232'FROM THE EDGE OF CONTY ROAD 40,  2.0 METERS NW FROM 12 INCH OAK TREE,
 DD3232'AND IS LEVEL WITH THE STATION.
 DD3232
 DD3232                          STATION RECOVERY (2003)
 DD3232
 DD3232'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3232'STATION IS LOCATED 4.35 MILES SOUTH SOUTHEAST OF SAINT STEPHEN, 13.05
 DD3232'MILES NORTHEAST OF  MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3232'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 DD3232'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3232'52 (BYRNES DRIVE) AND STATE  HIGHWAY 45 (CHURCH ROAD AND RAVENELL
 DD3232'DRIVE) IN SAINT STEPHEN, GO SOUTH ON  HIGHWAY 52 FOR 0.25 MILE TO THE
 DD3232'JUNCTION OF STATE ROAD 40 (ELM STREET), TURN LEFT ON  ROAD 40 FOR 0.15
 DD3232'MILE TO THE JUNCTION OF STATE ROAD 270 (HOOD STREET) AND ROAD 40 TURNS
 DD3232'RIGHT (HOOD STREET), TURN RIGHT ON ROAD 40 FOR 0.7 MILE TO THE
 DD3232'JUNCTION OF STATE ROAD 351  (MENDEL RIVERS ROAD), CONTINUE ON ROAD 40
 DD3232'(NOW HARRISTOWN ROAD) FOR 3.75 MILES TO THE  STATION ON THE LEFT IN
 DD3232'THE SOUTHEAST ANGLE OF A DIM FIELD ROAD LEFT. STATION IS A CONCRETE
 DD3232'POST PROJECTING 0.2 FOOT AND LEVEL WITH THE ROAD, 35.4 FEET EAST
 DD3232'SOUTHEAST OF THE CENTER OF THE ROAD, 57.0 FEET SOUTH SOUTHWEST OF THE
 DD3232'CENTER OF THE  DIM FIELD ROAD LEADING SOUTHEAST, 46.8 FEET NORTHWEST
 DD3232'OF SURVEY STATION 008 014 RM 1,  136.3 FEET SOUTH SOUTHWEST OF A POWER
 DD3232'POLE WITH EIGHT GUY WIRES, 1.2 FEET SOUTHWEST  OF A WITNESS POST.
 DD3232'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 014 AZ MK.
 DD3232'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3233 ***********************************************************************
 DD3233  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3233  DESIGNATION -  008 014 RM 2
 DD3233  PID         -  DD3233
 DD3233  STATE/COUNTY-  SC/BERKELEY
 DD3233  USGS QUAD   -  BONNEAU (1990)
 DD3233
 DD3233                         *CURRENT SURVEY CONTROL
 DD3233  ___________________________________________________________________
 DD3233* NAD 83(2001)-  33 20 50.58416(N)    079 53 06.55704(W)     ADJUSTED  
 DD3233* NAVD 88     -        16.87   (meters)      55.3    (feet)  GPS OBS   
 DD3233  ___________________________________________________________________
 DD3233  X           -     936,657.843 (meters)                     COMP
 DD3233  Y           -  -5,250,487.213 (meters)                     COMP
 DD3233  Z           -   3,486,198.085 (meters)                     COMP
 DD3233  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 DD3233  ELLIP HEIGHT-         -15.79  (meters)          (10/01/04) GPS OBS
 DD3233  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DD3233
 DD3233  HORZ ORDER  -  FIRST
 DD3233  ELLP ORDER  -  FOURTH    CLASS I
 DD3233
 DD3233.The horizontal coordinates were established by GPS observations
 DD3233.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3233
 DD3233.The orthometric height was determined by GPS observations and a
 DD3233.high-resolution geoid model using precise GPS observation and
 DD3233.processing techniques.
 DD3233
 DD3233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3233
 DD3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3233
 DD3233.The ellipsoidal height was determined by GPS observations
 DD3233.and is referenced to NAD 83.
 DD3233
 DD3233.The geoid height was determined by GEOID03.
 DD3233
 DD3233;                    North         East     Units Scale Factor Converg.
 DD3233;SPC SC       -   168,463.350   713,353.880   MT  0.99980935   +0 37 05.1
 DD3233;SPC SC       -   552,701.28  2,340,399.87   iFT  0.99980935   +0 37 05.1
 DD3233;UTM  17      - 3,690,353.932   603,736.778   MT  0.99973268   +0 36 46.4
 DD3233
 DD3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3233!SPC SC       -   1.00000248  x   0.99980935  =   0.99981183
 DD3233!UTM  17      -   1.00000248  x   0.99973268  =   0.99973516
 DD3233
 DD3233                          SUPERSEDED SURVEY CONTROL
 DD3233
 DD3233  NAD 83(2001)-  33 20 50.58504(N)    079 53 06.56008(W) AD(       ) 2
 DD3233  NAD 83(1986)-  33 20 50.59514(N)    079 53 06.56213(W) AD(       ) 2
 DD3233  NAD 27      -  33 20 49.99154(N)    079 53 07.28584(W) AD(       ) 2
 DD3233  NGVD 29 (07/19/86)   20.2    (m)           66.     (f) VERT ANG       
 DD3233
 DD3233.Superseded values are not recommended for survey control.
 DD3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3233.See file dsdata.txt to determine how the superseded data were derived.
 DD3233
 DD3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0373790354(NAD 83)
 DD3233_MARKER: DD = SURVEY DISK
 DD3233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3233_SP_SET: CONCRETE POST
 DD3233_STAMPING: RM 2 008 014 1981
 DD3233_MARK LOGO: SCGS  
 DD3233_PROJECTION: PROJECTING 5 CENTIMETERS
 DD3233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3233+STABILITY: SURFACE MOTION
 DD3233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3233+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2003
 DD3233
 DD3233  HISTORY     - Date     Condition        Report By
 DD3233  HISTORY     - 1981     MONUMENTED       SCGS
 DD3233  HISTORY     - 19930920 GOOD             SCGS
 DD3233  HISTORY     - 20031202 GOOD             SCGS
 DD3233
 DD3233                          STATION DESCRIPTION
 DD3233
 DD3233'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3233'STATION IS LOCATED 4.5 MILES (7.2 KM) SOUTHEAST OF SAINT STEPHEN, 7.0
 DD3233'MILES (11.3 KM) NORTHEAST ON BONNEAU. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3233'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3233'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3233'52 AND STATE HIGHWAY 45 IN SAINT STEPHEN, GO SOUTH ON HIGHWAY 52 FOR
 DD3233'0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 40, TURN LEFT ON ROAD
 DD3233'40 FOR 0.15 MILE (0.24 KM) TO A CROSS STREET, TURN RIGHT ON ROAD 40
 DD3233'(HOOD STREET)FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 351,
 DD3233'CONTINUE ON ROAD 40 FOR 3.2 MILES (5.1 KM) TO THE JUNCTION OF STATE
 DD3233'ROAD 310, CONTINUE ON ROAD 40 FOR 2.75 MILES (4.43 KM) TO THE STATION
 DD3233'ON THE LEFT. STATION IS A CONCRETE POST PROJECTING 0.3 FOOT, 0.9
 DD3233'METER (3.0 FT) NORTHWEST OF A WITNESS POST, 7.9 METERS (25.9 FT)
 DD3233'SOUTHEAST OF THE CENTER OF ROAD 40, 5.2 METERS (17.1 FT) SOUTHEAST OF
 DD3233'THE EDGE OF ROAD 40, 2.0 METERS (6.6 FT) NORTHWEST OF A 1.0-FOOT OAK
 DD3233'TREE.
 DD3233
 DD3233                          STATION RECOVERY (2003)
 DD3233
 DD3233'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3233'STATION IS LOCATED 4.45 MILES SOUTH SOUTHEAST OF SAINT STEPHEN, 12.85
 DD3233'MILES NORTHEAST  OF MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3233'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 DD3233'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3233'52 (BYRNES DRIVE) AND STATE  HIGHWAY 45 (CHURCH ROAD AND RAVENELL
 DD3233'DRIVE) IN SAINT STEPHEN, GO SOUTH ON  HIGHWAY 52 FOR 0.25 MILE TO THE
 DD3233'JUNCTION OF STATE ROAD 40 (ELM STREET), TURN LEFT ON  ROAD 40 FOR 0.7
 DD3233'MILE TO THE JUNCTION OF STATE ROAD 351 (MENDEL RIVERS ROAD), CONTINUE
 DD3233'ON ROAD 40 (NOW HARRISTOWN ROAD) FOR 3.95 MILES TO THE STATION ON THE
 DD3233'LEFT. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND 0.5 FOOT
 DD3233'ABOVE THE ROAD, 26.0  FEET SOUTHEAST OF THE CENTER OF THE ROAD, 27.6
 DD3233'FEET SOUTHWEST OF A 0.9-FOOT PINE  TREE WITH A SCGS REFERENCE WASHER
 DD3233'ATTACHED, 3.1 FEET WEST OF A FIBERGLASS  WITNESS POST, 3.0 FEET NORTH
 DD3233'OF A METAL WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY
 DD3233'STATION 008 014. NOTE-STATION IS CONSIDERED MARGINAL FOR GPS
 DD3233'OBSERVATIONS. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1538 ***********************************************************************
 DE1538  DESIGNATION -  008 015
 DE1538  PID         -  DE1538
 DE1538  STATE/COUNTY-  SC/BERKELEY
 DE1538  USGS QUAD   -  PINEVILLE (1987)
 DE1538
 DE1538                         *CURRENT SURVEY CONTROL
 DE1538  ___________________________________________________________________
 DE1538* NAD 83(2001)-  33 25 33.88045(N)    080 07 17.85053(W)     ADJUSTED  
 DE1538* NAVD 88     -        25.355  (meters)      83.19   (feet)  ADJUSTED  
 DE1538  ___________________________________________________________________
 DE1538  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DE1538  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DE1538  DYNAMIC HT  -          25.329 (meters)      83.10  (feet)  COMP
 DE1538  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 DE1538
 DE1538  HORZ ORDER  -  SECOND
 DE1538  VERT ORDER  -  FIRST     CLASS II
 DE1538
 DE1538.The horizontal coordinates were established by classical geodetic methods
 DE1538.and adjusted by the National Geodetic Survey in March 2004..
 DE1538
 DE1538.The orthometric height was determined by differential leveling
 DE1538.and adjusted by the National Geodetic Survey in June 1991..
 DE1538
 DE1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1538
 DE1538.The geoid height was determined by GEOID03.
 DE1538
 DE1538.The dynamic height is computed by dividing the NAVD 88
 DE1538.geopotential number by the normal gravity value computed on the
 DE1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1538.degrees latitude (g = 980.6199 gals.).
 DE1538
 DE1538.The modeled gravity was interpolated from observed gravity values.
 DE1538
 DE1538;                    North         East     Units Scale Factor Converg.
 DE1538;SPC SC       -   176,977.110   691,273.026   MT  0.99980262   +0 29 13.1
 DE1538;SPC SC       -   580,633.56  2,267,956.12   iFT  0.99980262   +0 29 13.1
 DE1538;UTM  17      - 3,698,868.419   581,658.725   MT  0.99968221   +0 29 02.0
 DE1538
 DE1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1538!SPC SC       -   1.00000105  x   0.99980262  =   0.99980367
 DE1538!UTM  17      -   1.00000105  x   0.99968221  =   0.99968326
 DE1538
 DE1538|---------------------------------------------------------------------|
 DE1538| PID    Reference Object                     Distance      Geod. Az  |
 DE1538|                                                           dddmmss.s |
 DE1538| DE1537 008 015 RM 2                        290.492 METERS 23915     |
 DE1538| DE1539 008 015 RM 1                         12.161 METERS 33347     |
 DE1538|---------------------------------------------------------------------|
 DE1538
 DE1538                          SUPERSEDED SURVEY CONTROL
 DE1538
 DE1538  NAD 83(1986)-  33 25 33.88998(N)    080 07 17.85215(W) AD(       ) 2
 DE1538  NAD 27      -  33 25 33.28651(N)    080 07 18.54991(W) AD(       ) 2
 DE1538  NGVD 29 (03/21/89)   25.654  (m)           84.17   (f) ADJUSTED    1 2
 DE1538
 DE1538.Superseded values are not recommended for survey control.
 DE1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1538.See file dsdata.txt to determine how the superseded data were derived.
 DE1538
 DE1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8165998868(NAD 83)
 DE1538_MARKER: DD = SURVEY DISK
 DE1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1538_SP_SET: CONCRETE POST
 DE1538_STAMPING: HORZ 008 015 1981
 DE1538_MARK LOGO: SCGS  
 DE1538_PROJECTION: FLUSH
 DE1538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1538+STABILITY: SURFACE MOTION
 DE1538
 DE1538  HISTORY     - Date     Condition        Report By
 DE1538  HISTORY     - 1981     MONUMENTED       SCGS
 DE1538  HISTORY     - 1985     GOOD             SCGS
 DE1538  HISTORY     - 20031118 MARK NOT FOUND   SCGS
 DE1538
 DE1538                          STATION DESCRIPTION
 DE1538
 DE1538'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DE1538'THE STATION IS LOCATED STATION IS LOCATED ABOUT 25.8 KM (16.0 MI)
 DE1538'NORTH OF MONCKS CORNER, 19.3 KM (12.0 MI) SOUTH-SOUTHWEST OF
 DE1538'GREELYVILLE 7.2 KM (4.5 MI) WEST OF THE VILLAGE OF PINEVILLE, AT THE
 DE1538'JUNCTION OF STATE HIGHWAY 45 AND HIGHWAY S-8-31, ON THE PROPERTY OF
 DE1538'THE PRESBYTERIAN CHURCH (BELL ISLE).
 DE1538'
 DE1538'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 DE1538'PINEVILLE, GO WESTERLY ON STATE HIGHWAY 45 FOR 9.7 KM (6.0 MI) TO THE
 DE1538'JUNCTION OF STATE HIGHWAY 45 AND HIGHWAY S-8-31, A PRESBYTERIAN
 DE1538'CHURCH AND THE STATION ON LEFT.
 DE1538'
 DE1538'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1538'---008 015 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1538'CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 48.5
 DE1538'METERS SSE FROM THE THE INTERSECTION OF U.S. HIGHWAY 45 AND STATE
 DE1538'HIGHWAY S-8-31, 26.8 METERS NE FROM THE NORTH CORNER OF CHURCH,
 DE1538'12.8 METERS SSE FROM THE WITNESS POST, 36.3 METERS S FROM THE
 DE1538'TELEPHONE JUNCTION BOX, AND 27.1 METERS E FROM THE CENTER OF U.S.
 DE1538'HIGHWAY 45.
 DE1538'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1538'DISK STAMPED---008 015 1981---SET INTO AN IRREGULAR MASS OF
 DE1538'CONCRETE 3.9 FEET BELOW THE SURFACE.
 DE1538'
 DE1538'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1538'DISK STAMPED---008 015 1981 RM 1---SET INTO THE TOP OF A ROUND
 DE1538'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1538'17.7 METERS SE FROM THE CENTER OF U.S. HIGHWAY 45, 27.1 METERS SSW
 DE1538'FROM THE TELEPHONE JUNCTION BOX, 11.9 METERS E FROM THE CENTER OF
 DE1538'DRIVEWAY TO CHURCH,  0.8 METERS SSE FROM THE WITNESS POST, AND IS
 DE1538'LEVEL WITH THE STATION.
 DE1538'
 DE1538'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1538'DISK STAMPED---008 015 1981 RM 2---SET INTO THE TOP OF A ROUND
 DE1538'MONUMENT 30 CM IN DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND
 DE1538'LOCATED  9.8 METERS N FROM THE CENTER OF HIGHWAY S-8-31,  1.6 METERS
 DE1538'E FROM THE TELEPHONE POLE A JUNCTION BOX,  0.5 METERS ESE FROM THE
 DE1538'WITNESS POST, AND IS LEVEL WITH THE STATION.
 DE1538'
 DE1538'TO REACH RM 2 FROM THE STATION GO WESTERLY ON HIGHWAY S-8-31 FOR
 DE1538'0.1 MI TO MARK ON RIGHT.
 DE1538
 DE1538                          STATION RECOVERY (1985)
 DE1538
 DE1538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1538'3.1 KM (1.95 MI) NE FROM EADYTOWN.
 DE1538'10.1 KILOMETERS (6.3 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1538'PINEVILLE POST OFFICE, SET NEAR A LONE TWIN TRUNK PINE TREE IN A
 DE1538'CLEARED AREA AT THE JUNCTION OF COUNTY ROAD S-8-31, 4.96 METERS (16.27
 DE1538'FEET) SOUTHWEST OF THE LONE TWIN TRUNK PINE TREE, 13.95 METERS (45.77
 DE1538'FEET) SOUTH-SOUTHEAST OF A BLAZED PINE TREE, 27.26 METERS (89.44 FEET)
 DE1538'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 40.43 METERS (132.64
 DE1538'FEET) EAST-NORTHEAST OF TELEPHONE JUNCTION BOX AB1, 12.2 METERS (40.03
 DE1538'FEET) SOUTH-SOUTHEAST OF 008 015 RM 1 SCGS.
 DE1538'THE MARK IS 0.26 METERS  NW FROM A WITNESS POST.
 DE1538'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1538
 DE1538                          STATION RECOVERY (2003)
 DE1538
 DE1538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1538'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1538'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1538'LOCATED THIS STATION WITH NO  RESULTS, POSITION LED TO A BROKEN
 DE1538'CONCRETE POST AND A WITNESS POST, NO DISK FOUND,  PRESUMED DESTROYED.
 DE1538'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1539 ***********************************************************************
 DE1539  DESIGNATION -  008 015 RM 1
 DE1539  PID         -  DE1539
 DE1539  STATE/COUNTY-  SC/BERKELEY
 DE1539  USGS QUAD   -  PINEVILLE (1987)
 DE1539
 DE1539                         *CURRENT SURVEY CONTROL
 DE1539  ___________________________________________________________________
 DE1539* NAD 83(1986)-  33 25 34.     (N)    080 07 18.     (W)     SCALED    
 DE1539* NAVD 88     -        25.419  (meters)      83.40   (feet)  ADJUSTED  
 DE1539  ___________________________________________________________________
 DE1539  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DE1539  DYNAMIC HT  -          25.393 (meters)      83.31  (feet)  COMP
 DE1539  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 DE1539
 DE1539  VERT ORDER  -  FIRST     CLASS II
 DE1539
 DE1539.The horizontal coordinates were scaled from a topographic map and have
 DE1539.an estimated accuracy of +/- 6 seconds.
 DE1539
 DE1539.The orthometric height was determined by differential leveling
 DE1539.and adjusted by the National Geodetic Survey in June 1991..
 DE1539
 DE1539.The geoid height was determined by GEOID03.
 DE1539
 DE1539.The dynamic height is computed by dividing the NAVD 88
 DE1539.geopotential number by the normal gravity value computed on the
 DE1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1539.degrees latitude (g = 980.6199 gals.).
 DE1539
 DE1539.The modeled gravity was interpolated from observed gravity values.
 DE1539
 DE1539;                    North         East    Units  Estimated Accuracy
 DE1539;SPC SC       -   176,980.      691,270.      MT  (+/- 180 meters Scaled)
 DE1539
 DE1539                          SUPERSEDED SURVEY CONTROL
 DE1539
 DE1539  NGVD 29 (03/21/89)   25.718  (m)           84.38   (f) ADJUSTED    1 2
 DE1539
 DE1539.Superseded values are not recommended for survey control.
 DE1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1539.See file dsdata.txt to determine how the superseded data were derived.
 DE1539
 DE1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS816988(NAD 83)
 DE1539_MARKER: DD = SURVEY DISK
 DE1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1539_SP_SET: CONCRETE POST
 DE1539_STAMPING: RM 1 008 015 1981
 DE1539_MARK LOGO: SCGS  
 DE1539_PROJECTION: FLUSH
 DE1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1539+STABILITY: SURFACE MOTION
 DE1539
 DE1539  HISTORY     - Date     Condition        Report By
 DE1539  HISTORY     - 1981     MONUMENTED       SCGS
 DE1539  HISTORY     - 1985     GOOD             SCGS
 DE1539
 DE1539                          STATION DESCRIPTION
 DE1539
 DE1539'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1539'3.1 KM (1.95 MI) NE FROM EADYTOWN.
 DE1539'10.1 KILOMETERS (6.3 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1539'PINEVILLE POST OFFICE, SET NEAR A LONE BLAZED 16-INCH PINE TREE AT THE
 DE1539'JUNCTION OF COUNTY ROAD S-8-31, 1.8 METERS (5.91 FEET) SOUTH-SOUTHEAST
 DE1539'OF THE BLAZED PINE TREE, 16.85 METERS (55.28 FEET) EAST-SOUTHEAST OF
 DE1539'THE CENTERLINE OF THE HIGHWAY, 44.44 METERS (145.8 FEET) NORTHEAST OF
 DE1539'TELEPHONE JUNCTION BOX AB1, 11.27 METERS (36.98 FEET) WEST-NORTHWEST
 DE1539'OF A LONE TWIN TRUNK PINE TREE.
 DE1539'THE MARK IS 0.72 METERS  SSE FROM A WITNESS POST.
 DE1539'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1537 ***********************************************************************
 DE1537  DESIGNATION -  008 015 RM 2
 DE1537  PID         -  DE1537
 DE1537  STATE/COUNTY-  SC/BERKELEY
 DE1537  USGS QUAD   -  PINEVILLE (1987)
 DE1537
 DE1537                         *CURRENT SURVEY CONTROL
 DE1537  ___________________________________________________________________
 DE1537* NAD 83(2001)-  33 25 29.05838(N)    080 07 27.51339(W)     ADJUSTED  
 DE1537* NAVD 88     -        26.812  (meters)      87.97   (feet)  ADJUSTED  
 DE1537  ___________________________________________________________________
 DE1537  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DE1537  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DE1537  DYNAMIC HT  -          26.784 (meters)      87.87  (feet)  COMP
 DE1537  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DE1537
 DE1537  HORZ ORDER  -  SECOND
 DE1537  VERT ORDER  -  FIRST     CLASS II
 DE1537
 DE1537.The horizontal coordinates were established by classical geodetic methods
 DE1537.and adjusted by the National Geodetic Survey in March 2004..
 DE1537
 DE1537.The orthometric height was determined by differential leveling
 DE1537.and adjusted by the National Geodetic Survey in June 1991..
 DE1537
 DE1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1537
 DE1537.The geoid height was determined by GEOID03.
 DE1537
 DE1537.The dynamic height is computed by dividing the NAVD 88
 DE1537.geopotential number by the normal gravity value computed on the
 DE1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1537.degrees latitude (g = 980.6199 gals.).
 DE1537
 DE1537.The modeled gravity was interpolated from observed gravity values.
 DE1537
 DE1537;                    North         East     Units Scale Factor Converg.
 DE1537;SPC SC       -   176,826.464   691,024.715   MT  0.99980272   +0 29 07.7
 DE1537;SPC SC       -   580,139.32  2,267,141.45   iFT  0.99980272   +0 29 07.7
 DE1537;UTM  17      - 3,698,717.804   581,410.436   MT  0.99968171   +0 28 56.6
 DE1537
 DE1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1537!SPC SC       -   1.00000082  x   0.99980272  =   0.99980354
 DE1537!UTM  17      -   1.00000082  x   0.99968171  =   0.99968253
 DE1537
 DE1537                          SUPERSEDED SURVEY CONTROL
 DE1537
 DE1537  NAD 83(1986)-  33 25 29.06790(N)    080 07 27.51493(W) AD(       ) 2
 DE1537  NAD 27      -  33 25 28.46453(N)    080 07 28.21264(W) AD(       ) 2
 DE1537  NGVD 29 (03/21/89)   27.111  (m)           88.95   (f) ADJUSTED    1 2
 DE1537
 DE1537.Superseded values are not recommended for survey control.
 DE1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1537.See file dsdata.txt to determine how the superseded data were derived.
 DE1537
 DE1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8141098718(NAD 83)
 DE1537_MARKER: DD = SURVEY DISK
 DE1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1537_SP_SET: CONCRETE POST
 DE1537_STAMPING: RM 2 008 015 1981
 DE1537_MARK LOGO: SCGS  
 DE1537_PROJECTION: FLUSH
 DE1537_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1537+STABILITY: SURFACE MOTION
 DE1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1537+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DE1537
 DE1537  HISTORY     - Date     Condition        Report By
 DE1537  HISTORY     - 1981     MONUMENTED       SCGS
 DE1537  HISTORY     - 1985     GOOD             SCGS
 DE1537  HISTORY     - 20031118 GOOD             SCGS
 DE1537
 DE1537                          STATION DESCRIPTION
 DE1537
 DE1537'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1537'2.8 KM (1.75 MI) NE FROM EADYTOWN.
 DE1537'10.1 KILOMETERS (6.3 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1537'PINEVILLE POST OFFICE, THENCE 0.3 KILOMETER (0.2 MILE) WESTERLY ALONG
 DE1537'COUNTY ROAD S-8-31, SET NEAR A TELEPHONE POLE ACROSS THE ROAD FROM A
 DE1537'ONE-STORY BRICK HOUSE AT A SAND ROAD LEADING SOUTHEASTERLY, 1.6 METERS
 DE1537'(5.25 FEET) EAST-NORTHEAST OF THE TELEPHONE POLE C11, 9.8 METERS
 DE1537'(32.15 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 DE1537'11.5 METERS (37.73 FEET) EAST-NORTHEAST OF THE APPROXIMATE EXTENDED
 DE1537'CENTER OF THE SAND ROAD, 48.1 METERS (157.81 FEET) WEST-NORTHWEST OF
 DE1537'THE NORTH CORNER OF THE HOUSE.
 DE1537'THE MARK IS 0.55 METERS  E FROM A WITNESS POST.
 DE1537'THE MARK IS 0.50 M ABOVE COUNTY ROAD.
 DE1537
 DE1537                          STATION RECOVERY (2003)
 DE1537
 DE1537'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1537'STATION IS LOCATED 11.8  MILES WEST OF SAINT STEPHEN, 17.05 MILES
 DE1537'NORTH NORTHWEST OF  MONKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1537'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 DE1537'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE1537'6, 45 (TROJAN ROAD) AND  STATE ROAD 717 (SPRING PLAINS ROAD), 10.7
 DE1537'MILES EAST SOUTHEAST OF EUTAWVILLE, GO EAST  SOUTHEAST ON HIGHWAY 45
 DE1537'FOR 5.95 MILES TO THE JUNCTION OF STATE ROAD 31 (EDGEWATER  ROAD)
 DE1537'LEFT, TURN LEFT ON ROAD 31 FOR 0.15 MILE TO THE STATION ON THE RIGHT
 DE1537'NEAR THE  EXTENDED CENTER OF A SAND ROAD ACROSS THE ROAD (JOSEPHINE
 DE1537'DRIVE). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 DE1537'ABOVE THE ROAD, 32.0  FEET NORTHWEST OF THE CENTER OF THE ROAD, 64.0
 DE1537'FEET NORTHEAST OF THE EXTENDED  CENTER OF JOSEPHINE ROAD (SAND ROAD
 DE1537'LEADING SOUTHEAST), 68.4 FEET NORTHWEST OF A  CHAIN LINK FENCE
 DE1537'NORTHWEST CORNER POST, ACROSS THE ROAD AROUND BRICK HOUSE  NUMBER
 DE1537'1029, 1.8 FEET EAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1882 ***********************************************************************
 DE1882  DESIGNATION -  008 016
 DE1882  PID         -  DE1882
 DE1882  STATE/COUNTY-  SC/BERKELEY
 DE1882  USGS QUAD   -  PINEVILLE (1987)
 DE1882
 DE1882                         *CURRENT SURVEY CONTROL
 DE1882  ___________________________________________________________________
 DE1882* NAD 83(2001)-  33 26 51.53891(N)    080 01 43.82609(W)     ADJUSTED  
 DE1882* NAVD 88     -        24.0    (meters)      79.     (feet)  VERT ANG  
 DE1882  ___________________________________________________________________
 DE1882  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 DE1882  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DE1882
 DE1882  HORZ ORDER  -  THIRD
 DE1882
 DE1882.The horizontal coordinates were established by classical geodetic methods
 DE1882.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1882
 DE1882.The orthometric height was determined by vertical angle observations.
 DE1882
 DE1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1882
 DE1882.The geoid height was determined by GEOID03.
 DE1882
 DE1882;                    North         East     Units Scale Factor Converg.
 DE1882;SPC SC       -   179,446.305   699,877.597   MT  0.99980110   +0 32 18.3
 DE1882;SPC SC       -   588,734.60  2,296,186.34   iFT  0.99980110   +0 32 18.3
 DE1882;UTM  17      - 3,701,336.875   590,262.477   MT  0.99970044   +0 32 07.1
 DE1882
 DE1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1882!SPC SC       -   1.00000129  x   0.99980110  =   0.99980239
 DE1882!UTM  17      -   1.00000129  x   0.99970044  =   0.99970173
 DE1882
 DE1882|---------------------------------------------------------------------|
 DE1882| PID    Reference Object                     Distance      Geod. Az  |
 DE1882|                                                           dddmmss.s |
 DE1882| DE2565 008 016 RM 1                          7.729 METERS 02054     |
 DE1882| DE1881 008 016 AZ MK                       389.501 METERS 15555     |
 DE1882|---------------------------------------------------------------------|
 DE1882
 DE1882                          SUPERSEDED SURVEY CONTROL
 DE1882
 DE1882  NAD 83(2001)-  33 26 51.54017(N)    080 01 43.82680(W) AD(       ) 2
 DE1882  NAD 83(1986)-  33 26 51.54969(N)    080 01 43.82848(W) AD(       ) 2
 DE1882  NAD 27      -  33 26 50.94864(N)    080 01 44.53606(W) AD(       ) 2
 DE1882  NGVD 29 (07/19/86)   24.3    (m)           80.     (f) VERT ANG       
 DE1882
 DE1882.Superseded values are not recommended for survey control.
 DE1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1882.See file dsdata.txt to determine how the superseded data were derived.
 DE1882
 DE1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9026201337(NAD 83)
 DE1882_MARKER: DD = SURVEY DISK
 DE1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1882_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1882_STAMPING: HORZ 008 016 1981
 DE1882_MARK LOGO: SCGS  
 DE1882_PROJECTION: RECESSED 5 CENTIMETERS
 DE1882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1882+STABILITY: SURFACE MOTION
 DE1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1882+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 DE1882
 DE1882  HISTORY     - Date     Condition        Report By
 DE1882  HISTORY     - 1982     MONUMENTED       SCGS
 DE1882  HISTORY     - 20031120 GOOD             SCGS
 DE1882
 DE1882                          STATION DESCRIPTION
 DE1882
 DE1882'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1882'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) NORTHWEST OF THE TOWN OF
 DE1882'BONNEAU, 9.7 KM  (6 MI) WEST OF THE TOWN OF ST. STEPHEN AND 5.6 KM
 DE1882'(3.5 MI) EAST OF THE PINEVILLE LOOKOUT TOWER.
 DE1882'
 DE1882'TO REACH THE STATION FROM THE PINEVILLE POST OFFICE, GO EASTERLY ON
 DE1882'HIGHWAY 45 FOR 0.24 KM (0.15 MI) TO A FIELD ROAD LEFT.  TURN LEFT AND
 DE1882'GO NORTHERLY ON FIELD ROAD FOR .64 KM (0.4 MI) TO AN IRON GATE (THIS
 DE1882'GATE IS OPEN IN THE DAY TIME).  PASS THROUGH GATE AND CONTINUE ON
 DE1882'NORTHERLY AND THEN WESTERLY FOR 1.05 KM (0.65 MI) TO A FORK.  TAKE
 DE1882'RIGHT FORK NORTHEAST FOR .24 KM (0.15 MI) TO A SIDE ROAD LEFT.  TURN
 DE1882'LEFT AND GO NORTHWEST FOR 0.72 KM (0.45 MI) TO WOODS ON RIGHT.  THE
 DE1882'STATION IS ON THE RIGHT.
 DE1882'
 DE1882'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1882'---008 016 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1882'CM IN DIAMETER PROJECTING 7.6 CM ABOVE THE GROUND LOCATED 11.7 METERS
 DE1882'E FROM APPROXIMATE CENTER OF FIELD ROAD, .85 METERS S FROM
 DE1882'FROM METAL WITNESS POST NO SIGN,  3.2 METERS S FROM 8 INCH PINE
 DE1882'TREE, AND  8.5 METERS SSW FROM WITNESS POST.
 DE1882'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1882'DISK STAMPED---008 016 1981---SET INTO AN IRREGULAR MASS OF
 DE1882'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DE1882'
 DE1882'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1882'DISK STAMPED---008 016 1981 RM 1---SET INTO THE TOP OF A ROUND
 DE1882'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 18 CM ABOVE THE GROUND
 DE1882'LOCATED 15.0 METERS E FROM APPROXIMATE CENTER OF FIELD ROAD,
 DE1882'.94 METERS S FROM METAL WITNESS POST NO SIGN,  5.2 METERS NNE
 DE1882'FROM INCH PINE TREE,  7.3 METERS FROM , AND IS LEVEL WITH THE
 DE1882'STATION.
 DE1882'
 DE1882'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1882'STAMPED---008 016 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DE1882'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  4.0 METERS
 DE1882'ENE FROM CENTER OF FIELD ROAD,  1.2 METERS SSW FROM METAL
 DE1882'WITNESS POST NO SIGN, AND  1.5 METERS SSW FROM WEST EDGE OF
 DE1882'DRAINAGE DITCH.
 DE1882'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHERLY FOR .25 TO MARK
 DE1882'LEFT.
 DE1882
 DE1882                          STATION RECOVERY (2003)
 DE1882
 DE1882'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1882'STATION IS LOCATED IN PINEVILLE, 6.85 MILES WEST NORTHWEST OF SAINT
 DE1882'STEPHEN, 17.4 MILES  NORTH OF MONCKS CORNER. OWNERSHIP--SANTEE COOPER
 DE1882'SURVEY, ROUTE 1 RIVERWOOD  DRIVE, MONCKS CORNER, SC 29461, PHONE
 DE1882'843-761-4029. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1882'52 (BYRNES DRIVE) AND STATE  HIGHWAY 45 (CHURCH ROAD AND RAVENELL
 DE1882'DRIVE) IN SAINT STEPHEN, GO WEST ON HIGHWAY 45  FOR 5.9 MILES TO THE
 DE1882'JUNCTION OF STATE ROAD 6 (COLONEL MAHAM DRIVE), CONTINUE ON HIGHWAY
 DE1882'45 FOR 0.25 MILE TO A GRASSY FIELD ACCESS ROAD RIGHT ON THE WEST SIDE
 DE1882'OF THE PINEVILLE, SC  POST OFFICE, TURN RIGHT ON THE FIELD ROAD FOR
 DE1882'0.4 MILE TO A LOCKED GATE, KEY OBTAINED  THROUGH THE SANTEE COOPER
 DE1882'SURVEY DEPARTMENT, CONTINUE THROUGH THE GATE KEEPING  LEFT FOR 0.15
 DE1882'MILE TO A DIM WOODS ROAD LEFT AND A FIELD ROAD RIGHT LEADING BETWEEN
 DE1882'TWO  STANDS OF LOBLOLLY PINE TREES, TURN RIGHT ON THE FIELD ROAD FOR
 DE1882'0.4 MILE TO A T-JUNCTION  OF FIELD ROADS, TURN RIGHT ON THE FIELD ROAD
 DE1882'FOR 0.15 MILE TO A FIELD ROAD LEFT, TURN LEFT  ON THE FIELD ROAD FOR
 DE1882'0.55 MILE TO THE STATION ON THE RIGHT IN A WOODED AREA NEAR A  LARGE
 DE1882'PINE TREE WITH A PROPERTY BOUNDARY STRIPE. STATION IS A CONCRETE POST
 DE1882'RECESSED 0.2 FOOT AND LEVEL WITH THE FIELD ROAD, 36.0  FEET EAST OF
 DE1882'THE CENTER OF THE FIELD ROAD, 18.0 FEET NORTHEAST OF A 2.0-FOOT PINE
 DE1882'TREE, 5.2 FEET NORTHWEST OF A PIN OAK TREE. NOTE-STATION IS NOT
 DE1882'INTERVISIBLE WITH SURVEY STATION 008 016 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1881 ***********************************************************************
 DE1881  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1881  DESIGNATION -  008 016 AZ MK
 DE1881  PID         -  DE1881
 DE1881  STATE/COUNTY-  SC/BERKELEY
 DE1881  USGS QUAD   -  PINEVILLE (1987)
 DE1881
 DE1881                         *CURRENT SURVEY CONTROL
 DE1881  ___________________________________________________________________
 DE1881* NAD 83(2001)-  33 26 39.99712(N)    080 01 37.67178(W)     ADJUSTED  
 DE1881* NAVD 88     -        22.56   (meters)      74.0    (feet)  GPS OBS   
 DE1881  ___________________________________________________________________
 DE1881  X           -     922,619.255 (meters)                     COMP
 DE1881  Y           -  -5,246,961.406 (meters)                     COMP
 DE1881  Z           -   3,495,188.987 (meters)                     COMP
 DE1881  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 DE1881  ELLIP HEIGHT-          -9.65  (meters)          (10/01/04) GPS OBS
 DE1881  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DE1881
 DE1881  HORZ ORDER  -  FIRST
 DE1881  ELLP ORDER  -  FOURTH    CLASS I
 DE1881
 DE1881.The horizontal coordinates were established by GPS observations
 DE1881.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1881
 DE1881.The orthometric height was determined by GPS observations and a
 DE1881.high-resolution geoid model using precise GPS observation and
 DE1881.processing techniques.
 DE1881
 DE1881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1881
 DE1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1881
 DE1881.The ellipsoidal height was determined by GPS observations
 DE1881.and is referenced to NAD 83.
 DE1881
 DE1881.The geoid height was determined by GEOID03.
 DE1881
 DE1881;                    North         East     Units Scale Factor Converg.
 DE1881;SPC SC       -   179,092.295   700,039.855   MT  0.99980132   +0 32 21.7
 DE1881;SPC SC       -   587,573.15  2,296,718.68   iFT  0.99980132   +0 32 21.7
 DE1881;UTM  17      - 3,700,982.892   590,424.699   MT  0.99970081   +0 32 10.4
 DE1881
 DE1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1881!SPC SC       -   1.00000151  x   0.99980132  =   0.99980283
 DE1881!UTM  17      -   1.00000151  x   0.99970081  =   0.99970232
 DE1881
 DE1881                          SUPERSEDED SURVEY CONTROL
 DE1881
 DE1881  NAD 83(2001)-  33 26 39.99837(N)    080 01 37.67229(W) AD(       ) 2
 DE1881  NAD 83(1986)-  33 26 40.00788(N)    080 01 37.67397(W) AD(       ) 2
 DE1881  NAD 27      -  33 26 39.40656(N)    080 01 38.38171(W) AD(       ) 2
 DE1881  NGVD 29 (07/19/86)   23.9    (m)           78.     (f) VERT ANG       
 DE1881
 DE1881.Superseded values are not recommended for survey control.
 DE1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1881.See file dsdata.txt to determine how the superseded data were derived.
 DE1881
 DE1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9042500983(NAD 83)
 DE1881_MARKER: DD = SURVEY DISK
 DE1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1881_SP_SET: CONCRETE POST
 DE1881_STAMPING: 008 016 1981 AZ MK
 DE1881_MARK LOGO: SCGS  
 DE1881_PROJECTION: FLUSH
 DE1881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1881+STABILITY: SURFACE MOTION
 DE1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1881+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 DE1881
 DE1881  HISTORY     - Date     Condition        Report By
 DE1881  HISTORY     - 1981     MONUMENTED       SCGS
 DE1881  HISTORY     - 19930920 GOOD             SCGS
 DE1881  HISTORY     - 20031120 GOOD             SCGS
 DE1881
 DE1881                          STATION DESCRIPTION
 DE1881
 DE1881'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1881'STATION IS LOCATED 8.0 MILES (12.9 KM) NORTHWEST OF BONNEAU, 6.0 MILES
 DE1881'(9.7 KM) WEST OF SAINT STEPHEN, 3.5 MILES (5.6 KM) EAST OF THE
 DE1881'PINEVILLE LOOKOUT TOWER. OWNERSHIP--UNKNOWN. TO REACH THE STATION
 DE1881'FROM THE PINEVILLE POST OFFICE, GO EAST ON STATE HIGHWAY 45 FOR 0.15
 DE1881'MILE (0.24 KM) TO A FIELD ROAD LEFT, TURN LEFT ON THE FIELD ROAD FOR
 DE1881'0.4 MILE (0.6 KM) TO AN IRON GATE (GATE OPEN IN DAYTIME ONLY), PASS
 DE1881'THROUGH GATE AND CONTINUE ON FIELD ROAD FOR 0.6 MILE (1.0 KM) TO A
 DE1881'FORK, BEAR RIGHT FOR 0.15 MILE (0.24 KM) TO A SIDE ROAD LEFT, TURN
 DE1881'LEFT FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT. STATION IS A
 DE1881'CONCRETE POST FLUSH WITH THE GROUND, 0.4 METERS (1.3 FT) EAST
 DE1881'NORTHEAST OF THE CENTER OF THE FIELD ROAD, 1.2 METERS (3.9 FT) SOUTH
 DE1881'SOUTHWEST OF A METAL POST, 1.5 METERS (4.9 FT) SOUTH SOUTHWEST OF THE
 DE1881'WEST EDGE OF A DRAINAGE DITCH.
 DE1881
 DE1881                          STATION RECOVERY (2003)
 DE1881
 DE1881'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1881'STATION IS LOCATED IN PINEVILLE, 6.7 MILES WEST NORTHWEST OF SAINT
 DE1881'STEPHEN, 17.2 MILES  NORTH OF MONCKS CORNER. OWNERSHIP--SANTEE COOPER
 DE1881'SURVEY, ROUTE 1 RIVERWOOD  DRIVE, MONCKS CORNER, SC 29461, PHONE
 DE1881'843-761-4029. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1881'52 (BYRNES DRIVE) AND STATE  HIGHWAY 45 (CHURCH ROAD AND RAVENELL
 DE1881'DRIVE) IN SAINT STEPHEN, GO WEST ON HIGHWAY 45  FOR 5.9 MILES TO THE
 DE1881'JUNCTION OF STATE ROAD 6 (COLONEL MAHAM DRIVE), CONTINUE ON HIGHWAY
 DE1881'45 FOR 0.25 MILE TO A GRASSY FIELD ACCESS ROAD RIGHT ON THE WEST SIDE
 DE1881'OF THE PINEVILLE, SC  POST OFFICE, TURN RIGHT ON THE FIELD ROAD FOR
 DE1881'0.4 MILE TO A LOCKED GATE, KEY OBTAINED  THROUGH THE SANTEE COOPER
 DE1881'SURVEY DEPARTMENT, CONTINUE THROUGH THE GATE KEEPING  LEFT FOR 0.15
 DE1881'MILE TO A DIM WOODS ROAD LEFT AND A FIELD ROAD RIGHT LEADING BETWEEN
 DE1881'TWO  STANDS OF LOBLOLLY PINE TREES, TURN RIGHT ON THE FIELD ROAD FOR
 DE1881'0.4 MILE TO A T-JUNCTION  OF FIELD ROADS, TURN RIGHT ON THE FIELD ROAD
 DE1881'FOR 0.15 MILE TO A FIELD ROAD LEFT, TURN LEFT  ON THE FIELD ROAD FOR
 DE1881'0.3 MILE TO THE STATION ON THE RIGHT. STATION IS A CONCRETE POST FLUSH
 DE1881'WITH THE GROUND AND 0.5 FOOT BELOW THE FIELD ROAD,  12.0 FEET EAST
 DE1881'NORTHEAST OF THE CENTER OF THE FIELD ROAD, 3.3 FEET WEST SOUTHWEST OF
 DE1881'A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION
 DE1881'008 016. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3247 ***********************************************************************
 DD3247  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3247  DESIGNATION -  008 017
 DD3247  PID         -  DD3247
 DD3247  STATE/COUNTY-  SC/BERKELEY
 DD3247  USGS QUAD   -  ST STEPHENS (1990)
 DD3247
 DD3247                         *CURRENT SURVEY CONTROL
 DD3247  ___________________________________________________________________
 DD3247* NAD 83(2001)-  33 24 24.54573(N)    079 55 58.24278(W)     ADJUSTED  
 DD3247* NAVD 88     -        21.59   (meters)      70.8    (feet)  GPS OBS   
 DD3247  ___________________________________________________________________
 DD3247  X           -     931,654.041 (meters)                     COMP
 DD3247  Y           -  -5,247,698.401 (meters)                     COMP
 DD3247  Z           -   3,491,705.427 (meters)                     COMP
 DD3247  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 DD3247  ELLIP HEIGHT-         -10.89  (meters)          (10/01/04) GPS OBS
 DD3247  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DD3247
 DD3247  HORZ ORDER  -  FIRST
 DD3247  ELLP ORDER  -  FOURTH    CLASS I
 DD3247
 DD3247.The horizontal coordinates were established by GPS observations
 DD3247.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3247
 DD3247.The orthometric height was determined by GPS observations and a
 DD3247.high-resolution geoid model using precise GPS observation and
 DD3247.processing techniques.
 DD3247
 DD3247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3247
 DD3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3247
 DD3247.The ellipsoidal height was determined by GPS observations
 DD3247.and is referenced to NAD 83.
 DD3247
 DD3247.The geoid height was determined by GEOID03.
 DD3247
 DD3247;                    North         East     Units Scale Factor Converg.
 DD3247;SPC SC       -   175,006.740   708,847.640   MT  0.99980409   +0 35 29.9
 DD3247;SPC SC       -   574,169.09  2,325,615.62   iFT  0.99980409   +0 35 29.9
 DD3247;UTM  17      - 3,696,897.162   599,231.421   MT  0.99972140   +0 35 15.4
 DD3247
 DD3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3247!SPC SC       -   1.00000171  x   0.99980409  =   0.99980580
 DD3247!UTM  17      -   1.00000171  x   0.99972140  =   0.99972311
 DD3247
 DD3247|---------------------------------------------------------------------|
 DD3247| PID    Reference Object                     Distance      Geod. Az  |
 DD3247|                                                           dddmmss.s |
 DD3247| DD3657 008 017 RM 1                         11.550 METERS 02840     |
 DD3247| DG7381 YVETTE                              274.285 METERS 20855     |
 DD3247| DD3248 008 017 RM 2                        304.600 METERS 25644     |
 DD3247|---------------------------------------------------------------------|
 DD3247
 DD3247                          SUPERSEDED SURVEY CONTROL
 DD3247
 DD3247  NAD 83(2001)-  33 24 24.54497(N)    079 55 58.24364(W) AD(       ) 2
 DD3247  NAD 83(1986)-  33 24 24.55449(N)    079 55 58.24534(W) AD(       ) 2
 DD3247  NAD 27      -  33 24 23.95028(N)    079 55 58.96264(W) AD(       ) 2
 DD3247  NGVD 29 (07/19/86)   23.8    (m)           78.     (f) VERT ANG       
 DD3247
 DD3247.Superseded values are not recommended for survey control.
 DD3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3247.See file dsdata.txt to determine how the superseded data were derived.
 DD3247
 DD3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9923196897(NAD 83)
 DD3247_MARKER: DD = SURVEY DISK
 DD3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3247_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3247_STAMPING: HORZ 008 017 1981
 DD3247_MARK LOGO: SCGS  
 DD3247_PROJECTION: FLUSH
 DD3247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3247+STABILITY: SURFACE MOTION
 DD3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3247+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DD3247
 DD3247  HISTORY     - Date     Condition        Report By
 DD3247  HISTORY     - 1981     MONUMENTED       SCGS
 DD3247  HISTORY     - 20031118 GOOD             SCGS
 DD3247
 DD3247                          STATION DESCRIPTION
 DD3247
 DD3247'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3247'THE STATION IS LOCATED ABOUT 1.2 KM (0.45 MI) WEST OF THE CENTER OF
 DD3247'ST. STEPHENS, IS ON THE GROUND OF THE ST. STEPHENS MIDDLE SCHOOL NEAR
 DD3247'THE ST. STEPHENS MUNICIPAL WATER TANK.
 DD3247'
 DD3247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 DD3247'HIGHWAY 45, GO WESTERLY ON STATE HIGHWAY 45 FOR 1.2 KM (0.45 MI) TO
 DD3247'CONCRETE
 DD3247'HIGHWAY S-8-290 AND THE STATION ON LEFT, NEAR THE WATER TANK.
 DD3247'
 DD3247'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3247'---008 017 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3247'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 30.8 METERS S FROM THE
 DD3247'CENTER OF HIGHWAY S-8-290, 12.3 METERS SW FROM THE FENCE CORNER, 11.9
 DD3247'METERS SW FROM THE WITNESS POST, AND 14.3 METERS NW FROM THE 18 INCH
 DD3247'OAK TREE.
 DD3247'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3247'DISK STAMPED---008 017 1981---SET INTO AN IRREGULAR MASS OF
 DD3247'CONCRETE 3.8 FEET BELOW THE SURFACE.
 DD3247'
 DD3247'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3247'DISK STAMPED---008 017 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3247'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3247'29.8 METERS SSE FROM THE CENTER OF HIGHWAY S-8-290,  0.7 METERS SW
 DD3247'FROM THE FENCE CORNER,  0.5 METERS W FROM THE WITNESS POST, AND IS
 DD3247'LEVEL WITH THE STATION.
 DD3247'
 DD3247'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3247'DISK STAMPED---008 017 1981 RM 2---SET INTO THE TOP OF A ROUND
 DD3247'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3247'15.2 METERS SE FROM THE CENTER OF HIGHWAY S-8-290,  6.5 METERS SE
 DD3247'FROM THE FENCE CORNER,  0.4 METERS SW FROM THE FENCE,  0.4 METERS W
 DD3247'FROM THE WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD3247
 DD3247                          STATION RECOVERY (2003)
 DD3247
 DD3247'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3247'STATION IS LOCATED 0.65 MILE WEST NORTHWEST OF SAINT STEPHEN, 15.3
 DD3247'MILES NORTH  NORTHEAST OF MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3247'PRECONSTRUCTION, P.O. BOX  191, COLUMBIA, SC 29202, PHONE
 DD3247'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3247'52 (BYRNES DRIVE) AND STATE  HIGHWAY 45 (CHURCH ROAD AND RAVENELL
 DD3247'DRIVE) IN SAINT STEPHEN, GO WEST ON  HIGHWAY 45 FOR 0.45 MILE TO THE
 DD3247'STATION ON THE LEFT IN AN OPEN GRASSY AREA BEHIND A  CHAIN LINK FENCE
 DD3247'ENCLOSED WATER TANK IN THE SOUTH ANGLE OF THE JUNCTION OF STATE  ROAD
 DD3247'290 (CANARY STREET). STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 DD3247'37.8 FEET SOUTHWEST OF SURVEY  STATION 008 017 RM 1, 103.3 FEET SOUTH
 DD3247'SOUTHEAST OF THE CENTER OF ROAD 290, 40.2 FEET  SOUTHWEST OF THE WEST
 DD3247'CHAIN LINK FENCE CORNER POST, 162.1 FEET SOUTH SOUTHWEST OF THE
 DD3247'CENTER OF THE HIGHWAY, 42.1 FEET SOUTHWEST OF A WITNESS POST.
 DD3247'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008 017 RM 2.
 DD3247'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3248 ***********************************************************************
 DD3248  DESIGNATION -  008 017 RM 2
 DD3248  PID         -  DD3248
 DD3248  STATE/COUNTY-  SC/BERKELEY
 DD3248  USGS QUAD   -  ST STEPHENS (1990)
 DD3248
 DD3248                         *CURRENT SURVEY CONTROL
 DD3248  ___________________________________________________________________
 DD3248* NAD 83(2001)-  33 24 22.27730(N)    079 56 09.71644(W)     ADJUSTED  
 DD3248* NAVD 88     -        24.0    (meters)      79.     (feet)  VERT ANG  
 DD3248  ___________________________________________________________________
 DD3248  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 DD3248  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DD3248
 DD3248  HORZ ORDER  -  THIRD
 DD3248
 DD3248.The horizontal coordinates were established by classical geodetic methods
 DD3248.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3248
 DD3248.The orthometric height was determined by vertical angle observations.
 DD3248
 DD3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3248
 DD3248.The geoid height was determined by GEOID03.
 DD3248
 DD3248;                    North         East     Units Scale Factor Converg.
 DD3248;SPC SC       -   174,933.814   708,551.960   MT  0.99980414   +0 35 23.5
 DD3248;SPC SC       -   573,929.84  2,324,645.54   iFT  0.99980414   +0 35 23.5
 DD3248;UTM  17      - 3,696,824.263   598,935.760   MT  0.99972068   +0 35 09.0
 DD3248
 DD3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3248!SPC SC       -   1.00000133  x   0.99980414  =   0.99980547
 DD3248!UTM  17      -   1.00000133  x   0.99972068  =   0.99972201
 DD3248
 DD3248                          SUPERSEDED SURVEY CONTROL
 DD3248
 DD3248  NAD 83(2001)-  33 24 22.27627(N)    079 56 09.71758(W) AD(       ) 2
 DD3248  NAD 83(1986)-  33 24 22.28577(N)    079 56 09.71928(W) AD(       ) 2
 DD3248  NAD 27      -  33 24 21.68194(N)    079 56 10.43637(W) AD(       ) 2
 DD3248  NGVD 29 (07/19/86)   24.3    (m)           80.     (f) VERT ANG       
 DD3248
 DD3248.Superseded values are not recommended for survey control.
 DD3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3248.See file dsdata.txt to determine how the superseded data were derived.
 DD3248
 DD3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9893696824(NAD 83)
 DD3248_MARKER: DD = SURVEY DISK
 DD3248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3248_SP_SET: CONCRETE POST
 DD3248_STAMPING: 008 017 1981 RM 2
 DD3248_MARK LOGO: SCGS  
 DD3248_PROJECTION: FLUSH
 DD3248_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3248+STABILITY: SURFACE MOTION
 DD3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3248+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DD3248
 DD3248  HISTORY     - Date     Condition        Report By
 DD3248  HISTORY     - 1981     MONUMENTED       SCGS
 DD3248  HISTORY     - 19930920 GOOD             SCGS
 DD3248  HISTORY     - 20031118 GOOD             SCGS
 DD3248
 DD3248                          STATION DESCRIPTION
 DD3248
 DD3248'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3248'STATION IS LOCATED 0.45 MILE (0.72 KM) WEST OF SAINT STEPHENS.
 DD3248'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3248'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3248'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 45 IN SAINT STEPHEN, GO
 DD3248'WEST ON HIGHWAY 45 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE
 DD3248'ROAD 290, TURN LEFT ON ROAD 290 FOR 0.2 MILE (0.3 KM) TO THE STATION
 DD3248'ON THE LEFT NEAR A FENCE CORNER. STATION IS A CONCRETE POST FLUSH
 DD3248'WITH THE GROUND, 15.2 METERS (49.9 FT) SOUTHEAST OF THE CENTER OF THE
 DD3248'ROAD, 6.5 METERS (21.3 FT) SOUTHEAST OF THE FENCE CORNER, 0.4 METER
 DD3248'(1.3 FT) SOUTHWEST OF THE FENCE, 0.4 METER (1.3 FT) WEST OF THE
 DD3248'WITNESS POST.
 DD3248
 DD3248                          STATION RECOVERY (2003)
 DD3248
 DD3248'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3248'STATION IS LOCATED 0.85 MILE WEST NORTHWEST OF SAINT STEPHEN, 15.2
 DD3248'MILES NORTH  NORTHEAST OF MONCKS CORNER. OWNERSHIP--ST. STEPHEN MIDDLE
 DD3248'SCHOOL, 225 CAROLINA  AVENUE, ST. STEPHEN, SC 29479, PHONE
 DD3248'843-567-3128. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3248'52 (BYRNES DRIVE) AND STATE  HIGHWAY 45 (CHURCH ROAD AND RAVENELL
 DD3248'DRIVE) IN SAINT STEPHEN, GO WEST ON  HIGHWAY 45 FOR 0.45 MILE TO THE
 DD3248'JUNCTION OF STATE ROAD 290 (CANARY STREET), TURN LEFT ON  ROAD 290 FOR
 DD3248'0.2 MILE TO THE STATION ON THE LEFT NEAR THE WEST CHAIN LINK FENCE
 DD3248'CORNER  POST AROUND THE FOOTBALL FIELD. STATION IS A CONCRETE POST
 DD3248'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 46.7 FEET  SOUTH
 DD3248'SOUTHEAST OF THE CENTER OF THE ROAD, 21.4 FEET SOUTHEAST OF THE WEST
 DD3248'CHAIN LINK  FENCE CORNER POST, 1.4 FEET SOUTHWEST OF THE FENCE LINE.
 DD3248'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008 017. RECOVERED BY
 DD3248'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3200 ***********************************************************************
 DD3200  DESIGNATION -  008 018 AZ MK
 DD3200  PID         -  DD3200
 DD3200  STATE/COUNTY-  SC/BERKELEY
 DD3200  USGS QUAD   -  CORDESVILLE (1979)
 DD3200
 DD3200                         *CURRENT SURVEY CONTROL
 DD3200  ___________________________________________________________________
 DD3200* NAD 83(2001)-  33 13 32.18920(N)    079 54 13.50544(W)     ADJUSTED  
 DD3200* NAVD 88     -        10.9    (meters)      36.     (feet)  VERTCON   
 DD3200  ___________________________________________________________________
 DD3200  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DD3200  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DD3200
 DD3200  HORZ ORDER  -  SECOND
 DD3200
 DD3200.The horizontal coordinates were established by classical geodetic methods
 DD3200.and adjusted by the National Geodetic Survey in March 2004..
 DD3200
 DD3200.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3200
 DD3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3200
 DD3200.The geoid height was determined by GEOID03.
 DD3200
 DD3200;                    North         East     Units Scale Factor Converg.
 DD3200;SPC SC       -   154,941.915   711,766.459   MT  0.99982345   +0 36 27.9
 DD3200;SPC SC       -   508,339.62  2,335,191.79   iFT  0.99982345   +0 36 27.9
 DD3200;UTM  17      - 3,676,833.821   602,148.052   MT  0.99972865   +0 36 02.6
 DD3200
 DD3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3200!SPC SC       -   1.00000343  x   0.99982345  =   0.99982688
 DD3200!UTM  17      -   1.00000343  x   0.99972865  =   0.99973208
 DD3200
 DD3200                          SUPERSEDED SURVEY CONTROL
 DD3200
 DD3200  NAD 83(1986)-  33 13 32.19965(N)    079 54 13.50736(W) AD(       ) 2
 DD3200  NAD 27      -  33 13 31.59146(N)    079 54 14.22369(W) AD(       ) 2
 DD3200  NGVD 29 (07/19/86)   11.2    (m)           37.     (f) VERT ANG       
 DD3200
 DD3200.Superseded values are not recommended for survey control.
 DD3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3200.See file dsdata.txt to determine how the superseded data were derived.
 DD3200
 DD3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0214876834(NAD 83)
 DD3200_MARKER: DD = SURVEY DISK
 DD3200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3200_SP_SET: CONCRETE POST
 DD3200_STAMPING: AZ MK 008 018 1981
 DD3200_MARK LOGO: SCGS  
 DD3200_PROJECTION: PROJECTING 5 CENTIMETERS
 DD3200_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3200+STABILITY: SURFACE MOTION
 DD3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3200+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DD3200
 DD3200  HISTORY     - Date     Condition        Report By
 DD3200  HISTORY     - 1981     MONUMENTED       SCGS
 DD3200  HISTORY     - 19930920 GOOD             SCGS
 DD3200  HISTORY     - 20031215 GOOD             SCGS
 DD3200
 DD3200                          STATION DESCRIPTION
 DD3200
 DD3200'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3200'STATION IS LOCATED 12.0 MILES (19.3 KM) SOUTHWEST OF JAMESTOWN, 7.0
 DD3200'MILES (11.3 KM) NORTHEAST OF MONCKS CORNER, 6.0 MILES (9.7 KM)
 DD3200'SOUTHEAST OF BONNEAU. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DD3200'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE
 DD3200'STATION FROM THE FORK JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE,
 DD3200'3.3 MILES (5.3 KM) NORTHEAST OF MONCKS CORNER, GO SOUTHWEST ON
 DD3200'HIGHWAYS 52 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF
 DD3200'STATE HIGHWAY 402, TURN LEFT ON HIGHWAY 402 FOR 0.25 MILE (0.40 KM)
 DD3200'TO A PAVED ROAD LEFT (DEAD END) AND HIGHWAY 402 RIGHT, TURN RIGHT ON
 DD3200'HIGHWAY 402 FOR 1.8 MILES (2.9 KM) TO THE BRIDGE OVER THE WADBOO
 DD3200'CREEK, CONTINUE ON HIGHWAY 402 FOR 1.15 MILES (1.85 KM) TO THE
 DD3200'JUNCTION OF STATE ROAD 97, TURN LEFT ON ROAD 97 FOR 2.5 MILES
 DD3200'(4.0 KM) TO A SMALL CONCRETE BRIDGE, CONTINUE ON ROAD 97 FOR 0.65
 DD3200'MILE (1.05 KM) TO THE STATION ON THE RIGHT. STATION IS A CONCRETE
 DD3200'POST PROJECTING 0.3 FOOT, 0.6 METER (2.0 FT) NORTH OF A WITNESS POST,
 DD3200'8.8 METERS (28.9 FT) SOUTH OF THE CENTER OF ROAD, 5.8 METERS
 DD3200'(19.0 FT) SOUTH OF THE EDGE OF THE ROAD, 5.6 METERS (18.4 FT) WEST OF
 DD3200'A 1.0-FOOT PINE TREE.
 DD3200
 DD3200                          STATION RECOVERY (2003)
 DD3200
 DD3200'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3200'STATION IS LOCATED 6.3 MILES SOUTH SOUTHEAST OF BONNEAU, 6.7 MILES
 DD3200'EAST NORTHEAST OF  MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3200'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 DD3200'803-737-1350. TO REACH THE STATION FROM THE FORKED JUNCTION OF U.S.
 DD3200'HIGHWAYS 52 AND 17 ALTERNATE, 3.25  MILES NORTHEAST OF MONCKS CORNER,
 DD3200'GO EAST ON HIGHWAY 17 ALTERNATE FOR 5.5  MILES TO THE JUNCTION OF
 DD3200'STATE ROAD 48 (BETHERA ROAD), TURN RIGHT ON ROAD 48  FOR 0.3 MILE TO
 DD3200'THE JUNCTION OF STATE ROAD 97 (CANE GULLY ROAD), TURN RIGHT ON  ROAD
 DD3200'97 FOR 3.3 MILES TO THE STATION ON THE LEFT AT THE EDGE OF A WOODED
 DD3200'AREA. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND LEVEL WITH
 DD3200'THE ROAD, 29.4 FEET  SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 2.2
 DD3200'FEET NORTH OF A 0.25-FOOT PINE  TREE WITH A SCGS REFERENCE WASHER
 DD3200'ATTACHED, 1.0 FOOT NORTH NORTHWEST OF A  WITNESS POST. RECOVERED BY T.
 DD3200'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1171 ***********************************************************************
 DD1171  DESIGNATION -  008 019
 DD1171  PID         -  DD1171
 DD1171  STATE/COUNTY-  SC/BERKELEY
 DD1171  USGS QUAD   -  BETHERA (1948)
 DD1171
 DD1171                         *CURRENT SURVEY CONTROL
 DD1171  ___________________________________________________________________
 DD1171* NAD 83(2001)-  33 10 35.80224(N)    079 48 36.25638(W)     ADJUSTED  
 DD1171* NAVD 88     -        16.605  (meters)      54.48   (feet)  ADJUSTED  
 DD1171  ___________________________________________________________________
 DD1171  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DD1171  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DD1171  DYNAMIC HT  -          16.587 (meters)      54.42  (feet)  COMP
 DD1171  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 DD1171
 DD1171  HORZ ORDER  -  SECOND
 DD1171  VERT ORDER  -  FIRST     CLASS II
 DD1171
 DD1171.The horizontal coordinates were established by classical geodetic methods
 DD1171.and adjusted by the National Geodetic Survey in March 2004..
 DD1171
 DD1171.The orthometric height was determined by differential leveling
 DD1171.and adjusted by the National Geodetic Survey in June 1991..
 DD1171
 DD1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1171
 DD1171.The geoid height was determined by GEOID03.
 DD1171
 DD1171.The dynamic height is computed by dividing the NAVD 88
 DD1171.geopotential number by the normal gravity value computed on the
 DD1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1171.degrees latitude (g = 980.6199 gals.).
 DD1171
 DD1171.The modeled gravity was interpolated from observed gravity values.
 DD1171
 DD1171;                    North         East     Units Scale Factor Converg.
 DD1171;SPC SC       -   149,605.691   720,559.314   MT  0.99983039   +0 39 34.9
 DD1171;SPC SC       -   490,832.32  2,364,039.74   iFT  0.99983039   +0 39 34.9
 DD1171;UTM  17      - 3,671,496.872   610,939.422   MT  0.99975174   +0 39 04.4
 DD1171
 DD1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1171!SPC SC       -   1.00000258  x   0.99983039  =   0.99983296
 DD1171!UTM  17      -   1.00000258  x   0.99975174  =   0.99975431
 DD1171
 DD1171:                Primary Azimuth Mark                     Grid Az
 DD1171:SPC SC       -  008 019 AZ MK                            222 13 23.9
 DD1171:UTM  17      -  008 019 AZ MK                            222 13 54.4
 DD1171
 DD1171|---------------------------------------------------------------------|
 DD1171| PID    Reference Object                     Distance      Geod. Az  |
 DD1171|                                                           dddmmss.s |
 DD1171| DD1172 008 019 AZ MK                       APPROX. 0.8 KM 2225258.8 |
 DD1171| DD3659 008 019 RM 1                          9.746 METERS 22533     |
 DD1171|---------------------------------------------------------------------|
 DD1171
 DD1171                          SUPERSEDED SURVEY CONTROL
 DD1171
 DD1171  NAD 83(1986)-  33 10 35.81251(N)    079 48 36.25839(W) AD(       ) 2
 DD1171  NAD 27      -  33 10 35.20422(N)    079 48 36.98148(W) AD(       ) 2
 DD1171  NGVD 29 (03/21/89)   16.906  (m)           55.47   (f) ADJUSTED    1 2
 DD1171
 DD1171.Superseded values are not recommended for survey control.
 DD1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1171.See file dsdata.txt to determine how the superseded data were derived.
 DD1171
 DD1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1093971497(NAD 83)
 DD1171_MARKER: DD = SURVEY DISK
 DD1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1171_SP_SET: CONCRETE POST
 DD1171_STAMPING: HORZ 008 019 1981
 DD1171_MARK LOGO: SCGS  
 DD1171_PROJECTION: FLUSH
 DD1171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1171+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2003
 DD1171
 DD1171  HISTORY     - Date     Condition        Report By
 DD1171  HISTORY     - 1982     MONUMENTED       SCGS
 DD1171  HISTORY     - 1984     GOOD             SCGS
 DD1171  HISTORY     - 20031211 GOOD             SCGS
 DD1171
 DD1171                          STATION DESCRIPTION
 DD1171
 DD1171'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1171'THE STATION IS LOCATED ABOUT 16.1 KM EAST OF MONCKS CORNER, ABOUT 8.0
 DD1171'KM (5.0 MI) NORTH OF HUGER, ABOUT 17.8 KM (11 MI) EAST-SOUTHEAST OF
 DD1171'LAKE MOULTRIE, IS ON THE WEST SIDE OF HIGHWAY S-008-125.  FOR
 DD1171'INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER,
 DD1171'P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DD1171'
 DD1171'TO REACH THE STATION FROM THE CORDESVILLE POST OFFICE, A SMALL
 DD1171'COMMUNITY ABOUT 8 MILES EAST OF MONCKS CORNER, GO EASTERLY ON STATE
 DD1171'HIGHWAY 402 FOR 7.9 KM (4.9 MI) TO PAVED ROAD LEFT, JUST AFTER
 DD1171'PASSING SANTEE EXPERIMENTAL FOREST STATION.  TURN LEFT, GO NORTH ON
 DD1171'HIGHWAY S-8-125 FOR 3.5 KM (2.2 MI) TO A T ROAD, TURN RIGHT, GO
 DD1171'NORTHEAST ON HIGHWAY S-8-125 FOR 3.0 KM (1.9 MI) TO THE STATION ON
 DD1171'LEFT.  (0.5 MILE SOUTHWEST OF STATION BERTHERA).
 DD1171'
 DD1171'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1171'---008 019 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1171'CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND LOCATED 0.9
 DD1171'METERS SE FROM THE METAL WITNESS POST, 10.6 METERS SSW FROM THE 12
 DD1171'INCH HICKORY TREE WITH A U.S. FOREST SERVICE, FROM SIGN,  7.8 METERS
 DD1171'NW FROM THE CENTER OF COUNTY ROAD S-8-376, 27.9 METERS ENE FROM THE
 DD1171'UNDERGROUND CABLE JUNCTION BOX 140, AND  9.7 METERS ENE FROM THE
 DD1171'METAL WITNESS POST AT RM 1.
 DD1171'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1171'DISK STAMPED---008 019 1981---SET INTO AN IRREGULAR MASS OF
 DD1171'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD1171'
 DD1171'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1171'DISK STAMPED---RM 1 008 019 1981---SET INTO THE TOP OF A ROUND
 DD1171'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE
 DD1171'GROUND LOCATED  0.8 METERS SE FROM A METAL WITNESS POST,  7.9 METERS
 DD1171'NW FROM THE CENTER OF COUNTY ROAD S-8-376, 18.0 METERS NE FROM AN
 DD1171'UNDERGROUND CABLE JUNCTION BOX 140, 19.6 METERS SSW FROM A 12 INCH
 DD1171'HICKORY TREE WITH A U.S. FOREST SERVICE, FROM SIGN, AND IS LEVEL WITH
 DD1171'THE STATION.
 DD1171'
 DD1171'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1171'STAMPED---AZ MK 008 019 1981---SET INTO THE TOP OF A ROUND
 DD1171'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE
 DD1171'GROUND LOCATED 10.6 METERS NE FROM THE CENTER OF A DIRT ROAD FORESTRY
 DD1171'NO 251-B, 12.2 METERS SE FROM THE CENTER OF COUNTY ROAD S-8-376,  0.7
 DD1171'METERS W FROM THE METAL WITNESS POST, AND  3.1 METERS E FROM A HELL
 DD1171'HOLE HUNT UNIT SIGN.
 DD1171'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON
 DD1171'COUNTY ROAD FOR 0.8 KM (0.5 MI) TO THE MARK ON THE LEFT BY FOREST
 DD1171'SERVICE ROAD 251-B.
 DD1171
 DD1171                          STATION RECOVERY (1984)
 DD1171
 DD1171'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1171'3.7 KM (2.3 MI) SW FROM BETHERA.
 DD1171'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1171'POST OFFICE IN CORDESVILLE, THENCE 6.4 KILOMETERS (4.0 MILES)
 DD1171'NORTHEAST ALONG COUNTY ROAD S-8-376, CONTINUE 3.0 KILOMETERS (1.9
 DD1171'MILES) NORTHEAST ALONG COUNTY ROAD S-8-125, SET ON THE LEFT JUST
 DD1171'BEFORE A REVERSE RIGHT TURN, 42.06 METERS (138.0 FEET) WEST OF A POWER
 DD1171'POLE, 7.62 METERS (25.0 FEET) NORTHWEST OF THE CENTERLINE OF THE
 DD1171'COUNTY ROAD, 10.52 METERS (34.5 FEET) SOUTH-SOUTHWEST OF A LONE
 DD1171'48-INCH OAK TREE.
 DD1171'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 DD1171'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DD1171
 DD1171                          STATION RECOVERY (2003)
 DD1171
 DD1171'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1171'STATION IS LOCATED 10.1 MILES SOUTHWEST OF JAMESTOWN, 11.85 MILES EAST
 DD1171'OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DD1171'BOX 191, COLUMBIA, SC 29202,  PHONE 803-737-1350. TO REACH THE STATION
 DD1171'FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE  HIGHWAYS 41
 DD1171'AND 45  (SANTEE RIVER ROAD) IN JAMESTOWN, GO SOUTHWEST ON HIGHWAY 41
 DD1171'FOR 6.65 MILES TO THE JUNCTION OF STATE ROAD 48 (BETHERA ROAD) RIGHT
 DD1171'AND THE  ENTRANCE LEFT TO THE FRANCIS MARION NATIONAL FOREST RIFLE
 DD1171'RANGE, BOGGY HEAD,  TURN RIGHT ON ROAD 48 FOR 1.9 MILES TO THE
 DD1171'JUNCTION OF STATE ROAD 125 (PICKIN PARLOR  ROAD) RIGHT AND (WITHERBEE
 DD1171'ROAD) LEFT, TURN LEFT ON ROAD 125 FOR 2.25 MILES TO THE  STATION ON
 DD1171'THE RIGHT IN A WOODED AREA AT THE TREE LINE, 0.05 MILE SOUTHWEST OF A
 DD1171'SAND  ROAD LEADING SOUTH. STATION IS A CONCRETE POST FLUSH WITH THE
 DD1171'GROUND AND LEVEL WITH THE ROAD, 25.2  FEET NORTHWEST OF THE CENTER OF
 DD1171'THE ROAD, 15.4 FEET SOUTH SOUTHWEST OF A  1.2-FOOT PINE TREE,  3.0
 DD1171'FEET SOUTHEAST OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE
 DD1171'WITH SURVEY STATION 008 019 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3122 ***********************************************************************
 DD3122  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3122  DESIGNATION -  008 020
 DD3122  PID         -  DD3122
 DD3122  STATE/COUNTY-  SC/BERKELEY
 DD3122  USGS QUAD   -  SHULERVILLE (1973)
 DD3122
 DD3122                         *CURRENT SURVEY CONTROL
 DD3122  ___________________________________________________________________
 DD3122* NAD 83(2001)-  33 07 46.59815(N)    079 40 24.22793(W)     ADJUSTED  
 DD3122* NAVD 88     -        11.35   (meters)      37.2    (feet)  GPS OBS   
 DD3122  ___________________________________________________________________
 DD3122  X           -     958,428.806 (meters)                     COMP
 DD3122  Y           -  -5,260,008.905 (meters)                     COMP
 DD3122  Z           -   3,465,993.280 (meters)                     COMP
 DD3122  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 DD3122  ELLIP HEIGHT-         -21.96  (meters)          (10/01/04) GPS OBS
 DD3122  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DD3122
 DD3122  HORZ ORDER  -  FIRST
 DD3122  ELLP ORDER  -  FOURTH    CLASS I
 DD3122
 DD3122.The horizontal coordinates were established by GPS observations
 DD3122.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3122
 DD3122.The orthometric height was determined by GPS observations and a
 DD3122.high-resolution geoid model using precise GPS observation and
 DD3122.processing techniques.
 DD3122
 DD3122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3122
 DD3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3122
 DD3122.The ellipsoidal height was determined by GPS observations
 DD3122.and is referenced to NAD 83.
 DD3122
 DD3122.The geoid height was determined by GEOID03.
 DD3122
 DD3122;                    North         East     Units Scale Factor Converg.
 DD3122;SPC SC       -   144,549.389   733,370.276   MT  0.99983772   +0 44 07.7
 DD3122;SPC SC       -   474,243.40  2,406,070.46   iFT  0.99983772   +0 44 07.7
 DD3122;UTM  17      - 3,666,438.795   623,748.734   MT  0.99978881   +0 43 30.5
 DD3122
 DD3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3122!SPC SC       -   1.00000345  x   0.99983772  =   0.99984117
 DD3122!UTM  17      -   1.00000345  x   0.99978881  =   0.99979226
 DD3122
 DD3122|---------------------------------------------------------------------|
 DD3122| PID    Reference Object                     Distance      Geod. Az  |
 DD3122|                                                           dddmmss.s |
 DD3122| DD3660 008 020 RM 1                         10.766 METERS 11513     |
 DD3122| DD3123 008 020 AZ MK                       APPROX. 0.6 KM 2982411.2 |
 DD3122|---------------------------------------------------------------------|
 DD3122
 DD3122                          SUPERSEDED SURVEY CONTROL
 DD3122
 DD3122  NAD 83(2001)-  33 07 46.59301(N)    079 40 24.22946(W) AD(       ) 2
 DD3122  NAD 83(1986)-  33 07 46.60336(N)    079 40 24.23211(W) AD(       ) 2
 DD3122  NAD 27      -  33 07 45.99373(N)    079 40 24.96418(W) AD(       ) 2
 DD3122  NGVD 29 (07/19/86)   12.6    (m)           41.     (f) VERT ANG       
 DD3122
 DD3122.Superseded values are not recommended for survey control.
 DD3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3122.See file dsdata.txt to determine how the superseded data were derived.
 DD3122
 DD3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2374966439(NAD 83)
 DD3122_MARKER: DD = SURVEY DISK
 DD3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3122_STAMPING: HORZ 008 020 1981
 DD3122_MARK LOGO: SCGS  
 DD3122_PROJECTION: PROJECTING 5 CENTIMETERS
 DD3122_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3122+STABILITY: SURFACE MOTION
 DD3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3122+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 DD3122
 DD3122  HISTORY     - Date     Condition        Report By
 DD3122  HISTORY     - 1981     MONUMENTED       SCGS
 DD3122  HISTORY     - 19970221 GOOD             USPSQD
 DD3122  HISTORY     - 20031217 GOOD             SCGS
 DD3122
 DD3122                          STATION DESCRIPTION
 DD3122
 DD3122'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3122'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) NORTH-NORTHWEST OF THE
 DD3122'TOWN OF JAMESTOWN, 18.5 KM (11.5 MI) WEST OF THE TOWN OF
 DD3122'MCCLELLANVILLE AND 14.5 KM (9.0 MI) EAST-NORTHEAST OF THE TOWN OF
 DD3122'HUGER.
 DD3122'
 DD3122'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 45 AND
 DD3122'S-8-654 IN HONEY HILL, GO SOUTH ON S-8-654 FOR 10.6 KM (6.6 MI) TO A
 DD3122'DIRT CROSSROAD.  TURN RIGHT, WEST, ON FS 166 FOR 1.4 KM (1.2 MI) TO A
 DD3122'SHARP ROAD CURVE RIGHT PASSING STATION SCHULER 1932 RM 4 ON LEFT.
 DD3122'CONTINUE NORTHWESTERLY ON GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO A SIDE
 DD3122'ROAD RIGHT, CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, FOR 2.5 KM (1.55
 DD3122'MI) TO A SIDE ROAD LEFT.  TURN LEFT ON FOREST ROAD 171 AND GO 1.3 KM
 DD3122'(0.8 MI) TO SIDE ROAD LEFT.  TURN LEFT AND GO 1.0 KM (0.6 MI) TO
 DD3122'STATION ON LEFT, JUST BEFORE REACHING CURVE IN THE ROAD.
 DD3122'
 DD3122'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3122'---008 020 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3122'CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND LOCATED  5.5 METERS
 DD3122'N FROM THE CENTER LINE OF DIRT ROAD, 23.5 METERS NW FROM THE POINT
 DD3122'WHERE ROAD CURVES TO LEFT, 10.8 METERS W FROM THE WITNESS POST, AND
 DD3122'0.6 METERS S FROM THE WITNESS POST.
 DD3122'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3122'DISK STAMPED---008 020 1981---SET INTO AN IRREGULAR MASS OF
 DD3122'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3122'
 DD3122'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3122'DISK STAMPED---008 020 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3122'CONCRETE MONUMENT 30 CM IN DIAMETER AND PROJECTING 5 INCHES ABOVE THE
 DD3122'GROUND LOCATED 5.4 METERS N FROM THE CENTER OF DIRT ROAD, 13.4 METERS
 DD3122'NW FROM THE POINT WHERE DIRT ROAD CURVES LEFT, 10.8 METERS E FROM THE
 DD3122'WITNESS POST,  0.5 METERS S FROM THE WITNESS POST, AND IS LEVEL WITH
 DD3122'THE STATION.
 DD3122'
 DD3122'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3122'STAMPED---008 020 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3122'MONUMENT 30 CM IN DIAMETER PROJECTING 13 CM ABOVE THE GROUND LOCATED
 DD3122'6.7 METERS N FROM THE CENTER OF GRAVEL ROAD, 38.1 METERS WNW FROM THE
 DD3122'CENTER OF CULVERT,  0.6 METERS S FROM THE WITNESS POST, AND  2.8
 DD3122'METERS SE FROM AN 8 INCH PINE TREE.  TO REACH THE AZIMUTH MARK FROM
 DD3122'STATION GO NORTHWEST ON GRADED ROAD FOR (0.4 MI) TO MARK RIGHT.
 DD3122
 DD3122                          STATION RECOVERY (1997)
 DD3122
 DD3122'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD3122'RECOVERED IN GOOD CONDITION.
 DD3122
 DD3122                          STATION RECOVERY (2003)
 DD3122
 DD3122'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3122'STATION IS LOCATED 7.8 MILES EAST NORTHEAST OF HUGER, 20.2 MILES EAST
 DD3122'SOUTHEAST OF  MONCKS CORNER. OWNERSHIP--FRANCIS MARION NATIONAL
 DD3122'FOREST, USDA FOREST SERVICE, 4931  BROAD RIVER ROAD, COLUMBIA, SC
 DD3122'29212-3530, PHONE 803 561-4000. TO REACH THE STATION FROM THE JUNCTION
 DD3122'OF STATE HIGHWAYS 402, 41 AND STATE ROAD 133  (STEED CREEK ROAD) IN
 DD3122'HUGER, GO SOUTHEAST ON ROAD 133 FOR 0.05 MILE TO THE JUNCTION  OF
 DD3122'STATE ROAD 599 (ECCLES CHURCH ROAD), TURN LEFT ON ROAD 599 FOR 3.75
 DD3122'MILES TO THE  END OF PAVEMENT, CONTINUE AHEAD ON A SAND FOREST SERVICE
 DD3122'ROAD FOR 2.35 MILES TO A  SAND CROSSROAD (FOREST SERVICE ROAD 161
 DD3122'CONIFER), CONTINUE AHEAD ON FOREST SERVICE  ROAD 161 CONIFER FOR 1.85
 DD3122'MILES TO THE JUNCTION OF A SAND ROAD RIGHT (171 BUCKLE  ISLAND), TURN
 DD3122'RIGHT ON ROAD 171 FOR 0.8 MILE TO THE JUNCTION OF A SAND ROAD LEFT
 DD3122'(171D  BUCKLE ISLAND), TURN LEFT ON ROAD 171D FOR 0.6 MILE TO THE
 DD3122'STATION ON THE LEFT AT THE  EDGE OF A WOODED AREA. STATION IS A
 DD3122'CONCRETE POST PROJECTING 0.2 FOOT AND 0.5 FOOT BELOW THE ROAD, 20.4
 DD3122'FEET  NORTHEAST OF THE CENTER OF THE ROAD, 36.0 FEET NORTHWEST OF
 DD3122'SURVEY STATION 008 020 RM  1, 1.2 FEET SOUTH OF A WITNESS POST.
 DD3122'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY
 DD3122'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1507 ***********************************************************************
 DE1507  DESIGNATION -  008 021
 DE1507  PID         -  DE1507
 DE1507  STATE/COUNTY-  SC/BERKELEY
 DE1507  USGS QUAD   -  EADYTOWN (1987)
 DE1507
 DE1507                         *CURRENT SURVEY CONTROL
 DE1507  ___________________________________________________________________
 DE1507* NAD 83(2001)-  33 23 01.32300(N)    080 08 23.86755(W)     ADJUSTED  
 DE1507* NAVD 88     -        37.243  (meters)     122.19   (feet)  ADJUSTED  
 DE1507  ___________________________________________________________________
 DE1507  X           -     912,922.104 (meters)                     COMP
 DE1507  Y           -  -5,252,435.572 (meters)                     COMP
 DE1507  Z           -   3,489,573.627 (meters)                     COMP
 DE1507  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 DE1507  ELLIP HEIGHT-           5.20  (meters)          (10/01/04) GPS OBS
 DE1507  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DE1507  DYNAMIC HT  -          37.205 (meters)     122.06  (feet)  COMP
 DE1507  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 DE1507
 DE1507  HORZ ORDER  -  FIRST
 DE1507  VERT ORDER  -  FIRST     CLASS II
 DE1507  ELLP ORDER  -  FOURTH    CLASS I
 DE1507
 DE1507.The horizontal coordinates were established by GPS observations
 DE1507.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1507
 DE1507.The orthometric height was determined by differential leveling
 DE1507.and adjusted by the National Geodetic Survey in June 1991..
 DE1507
 DE1507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1507
 DE1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1507
 DE1507.The ellipsoidal height was determined by GPS observations
 DE1507.and is referenced to NAD 83.
 DE1507
 DE1507.The geoid height was determined by GEOID03.
 DE1507
 DE1507.The dynamic height is computed by dividing the NAVD 88
 DE1507.geopotential number by the normal gravity value computed on the
 DE1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1507.degrees latitude (g = 980.6199 gals.).
 DE1507
 DE1507.The modeled gravity was interpolated from observed gravity values.
 DE1507
 DE1507;                    North         East     Units Scale Factor Converg.
 DE1507;SPC SC       -   172,263.740   689,607.061   MT  0.99980601   +0 28 36.5
 DE1507;SPC SC       -   565,169.75  2,262,490.36   iFT  0.99980601   +0 28 36.5
 DE1507;UTM  17      - 3,694,155.728   579,992.694   MT  0.99967889   +0 28 23.7
 DE1507
 DE1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1507!SPC SC       -   0.99999918  x   0.99980601  =   0.99980519
 DE1507!UTM  17      -   0.99999918  x   0.99967889  =   0.99967807
 DE1507
 DE1507|---------------------------------------------------------------------|
 DE1507| PID    Reference Object                     Distance      Geod. Az  |
 DE1507|                                                           dddmmss.s |
 DE1507| DE1508 008 021 RM 1                         10.759 METERS 22919     |
 DE1507| DE1506 008 021 AZ MK                       APPROX. 0.5 KM 2354034.1 |
 DE1507|---------------------------------------------------------------------|
 DE1507
 DE1507                          SUPERSEDED SURVEY CONTROL
 DE1507
 DE1507  NAD 83(2001)-  33 23 01.32332(N)    080 08 23.86655(W) AD(       ) 2
 DE1507  NAD 83(1986)-  33 23 01.33362(N)    080 08 23.86814(W) AD(       ) 2
 DE1507  NAD 27      -  33 23 00.73926(N)    080 08 24.55751(W) AD(       ) 2
 DE1507  NAVD 88 (10/01/04)   37.24   (m)          122.2    (f) LEVELING    3  
 DE1507  NGVD 29 (03/21/89)   37.542  (m)          123.17   (f) ADJUSTED    1 2
 DE1507
 DE1507.Superseded values are not recommended for survey control.
 DE1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1507.See file dsdata.txt to determine how the superseded data were derived.
 DE1507
 DE1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7999394156(NAD 83)
 DE1507_MARKER: DD = SURVEY DISK
 DE1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1507_SP_SET: CONCRETE POST
 DE1507_STAMPING: HORZ 008 021 1981
 DE1507_MARK LOGO: SCGS  
 DE1507_PROJECTION: FLUSH
 DE1507_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1507+STABILITY: SURFACE MOTION
 DE1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1507+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 DE1507
 DE1507  HISTORY     - Date     Condition        Report By
 DE1507  HISTORY     - 1981     MONUMENTED       SCGS
 DE1507  HISTORY     - 1985     GOOD             SCGS
 DE1507  HISTORY     - 20031201 GOOD             SCGS
 DE1507
 DE1507                          STATION DESCRIPTION
 DE1507
 DE1507'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DE1507'THE STATION IS LOCATED ABOUT 15 KM (9.3 MI) WEST OF THE PINEVILLE
 DE1507'POST OFFICE ALONG HIGHWAY 45 AND AT THE SOUTHWEST END OF THE BRIDGE
 DE1507'OVER THE DIVERSON CANAL.
 DE1507'
 DE1507'TO REACH THE STATION FROM THE CROSS POST OFFICE, GO NORTHERLY ON
 DE1507'STATE HIGHWAY 6 AND ROUTE S-8-132 FOR 1.7 KM (1.05 MI) TO WHERE
 DE1507'HIGHWAY 6 TURNS LEFT.  CONTINUE NORTHERLY ON ROUTE S-8-132 FOR 3.62
 DE1507'KM (2.25 MI) TO AZ MK ON LEFT.  CONTINUE NORTH FOR .40 KM (0.25 MI)
 DE1507'TO A DIRT ROAD ON RIGHT, PASS STATION SANTEE 1970 ON RIGHT.  CONTINUE
 DE1507'AROUND CURVE FOR 0.6 KM (0.4 MI) TO INTERSECTION OF STATE HIGHWAY 45.
 DE1507'TURN RIGHT AND GO 0.2 KM (0.1 MI) TO STATION ON RIGHT AT END OF
 DE1507'BRIDGE.
 DE1507'
 DE1507'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1507'---008 021 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1507'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.73 METERS W FROM A
 DE1507'METAL WITNESS POST, 11.3 METERS NE FROM A METAL WITNESS POST AT RM 1,
 DE1507'4.9 METERS SE FROM THE THE CENTER OF HIGHWAY 45,  6.0 METERS SW FROM
 DE1507'THE THE SOUTHWEST BRIDGE ABUTTMENT, AND 10.0 METERS S FROM THE THE
 DE1507'NORTHWEST BRIDGE ABUTTMENT.
 DE1507'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1507'DISK STAMPED---008 021 1981---SET INTO AN IRREGULAR MASS OF
 DE1507'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DE1507'
 DE1507'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1507'DISK STAMPED---RM 1 008 021 1981---SET INTO THE TOP OF A ROUND
 DE1507'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1507'.30 METERS N FROM A METAL WITNESS POST,  5.9 METERS S FROM THE THE
 DE1507'CENTER OF HIGHWAY 45, 11.3 METERS WSW FROM A METAL WITNESS POST AT
 DE1507'THE STATION, AND 13.4 METERS SW FROM THE THE SOUTHWEST BRIDGE
 DE1507'ABUTTMENT.
 DE1507'
 DE1507'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1507'STAMPED---AZ MK 008 021 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1507'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.5 METERS
 DE1507'S FROM A POWER LINE POLE WITH A JUNCTION BOX AT ITS BASE, .64
 DE1507'METERS E FROM A METAL WITNESS POST, 10.7 METERS W FROM THE THE CENTER
 DE1507'OF HIGHWAY 45, AND 21.0 METERS N FROM THE THE CENTER OF A DIRT ROAD.
 DE1507'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON HIGHWAY
 DE1507'45 FOR 0.35 MI TO THE MARK ON THE RIGHT.
 DE1507
 DE1507                          STATION RECOVERY (1985)
 DE1507
 DE1507'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1507'3.4 KM (2.1 MI) SSE FROM EADYTOWN.
 DE1507'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1507'CROSS POST OFFICE, THENCE 4.6 KILOMETERS (2.85 MILES) NORTHERLY ALONG
 DE1507'COUNTY ROAD S-8-132, THENCE 0.25 KILOMETER (0.15 MILE) NORTHEAST ALONG
 DE1507'STATE HIGHWAY 45, SET NEAR THE SOUTHWEST CORNER OF A BRIDGE OVER THE
 DE1507'DIVERSION CANAL, 11.1 METERS (36.42 FEET) SOUTH-SOUTHEAST OF THE
 DE1507'NORTHWEST CORNER OF THE BRIDGE, 6.72 METERS (22.05 FEET) SOUTHWEST OF
 DE1507'THE SOUTHWEST CORNER OF THE BRIDGE, 5.0 METERS (16.4 FEET)
 DE1507'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.76 METERS (35.3
 DE1507'FEET) NORTH-NORTHEAST OF 008 021 RM 1 SCGS.
 DE1507'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 DE1507'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1507
 DE1507                          STATION RECOVERY (2003)
 DE1507
 DE1507'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1507'STATION IS LOCATED 12.0 MILES EAST OF EUTAWVILLE, 14.9 MILES NORTH
 DE1507'NORTHWEST OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1507'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 DE1507'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE1507'6, 45 (TROJAN ROAD) AND  STATE ROAD 717 (SPRING PLAINS ROAD), 10.7
 DE1507'MILES EAST SOUTHEAST OF EUTAWVILLE, GO EAST  SOUTHEAST ON HIGHWAY 45
 DE1507'FOR 2.5 MILES TO THE JUNCTION OF STATE ROAD 132 (ENGLISH  ROAD) LEFT
 DE1507'AND (RANGER ROAD) RIGHT, CONTINUE ON HIGHWAY 45 FOR 0.15 MILE TO THE
 DE1507'STATION ON THE RIGHT BEHIND A GUARD RAIL NEAR THE SOUTHWEST CORNER OF
 DE1507'THE BRIDGE  OVER SANTEE COOPER DIVERSION CANAL. STATION IS A CONCRETE
 DE1507'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 16.9 FEET
 DE1507'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 21.8 FEET WEST SOUTHWEST OF
 DE1507'THE SOUTHWEST  CORNER OF THE CONCRETE WINGWALL AT THE SOUTHWEST CORNER
 DE1507'OF THE BRIDGE, 5.5 FEET  WEST SOUTHWEST OF THE SOUTHWEST EDGE OF A
 DE1507'CONCRETE DRAIN TROUGH, 2.4 FEET  SOUTHEAST OF THE METAL GUARD RAIL,
 DE1507'2.6 FEET SOUTH OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE
 DE1507'WITH SURVEY STATION 008 021 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1506 ***********************************************************************
 DE1506  DESIGNATION -  008 021 AZ MK
 DE1506  PID         -  DE1506
 DE1506  STATE/COUNTY-  SC/BERKELEY
 DE1506  USGS QUAD   -  EADYTOWN (1987)
 DE1506
 DE1506                         *CURRENT SURVEY CONTROL
 DE1506  ___________________________________________________________________
 DE1506* NAD 83(2001)-  33 22 51.46121(N)    080 08 41.08354(W)     ADJUSTED  
 DE1506* NAVD 88     -        24.074  (meters)      78.98   (feet)  ADJUSTED  
 DE1506  ___________________________________________________________________
 DE1506  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DE1506  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DE1506  DYNAMIC HT  -          24.049 (meters)      78.90  (feet)  COMP
 DE1506  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 DE1506
 DE1506  HORZ ORDER  -  THIRD
 DE1506  VERT ORDER  -  FIRST     CLASS II
 DE1506
 DE1506.The horizontal coordinates were established by classical geodetic methods
 DE1506.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1506
 DE1506.The orthometric height was determined by differential leveling
 DE1506.and adjusted by the National Geodetic Survey in June 1991..
 DE1506
 DE1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1506
 DE1506.The geoid height was determined by GEOID03.
 DE1506
 DE1506.The dynamic height is computed by dividing the NAVD 88
 DE1506.geopotential number by the normal gravity value computed on the
 DE1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1506.degrees latitude (g = 980.6199 gals.).
 DE1506
 DE1506.The modeled gravity was interpolated from observed gravity values.
 DE1506
 DE1506;                    North         East     Units Scale Factor Converg.
 DE1506;SPC SC       -   171,956.288   689,164.708   MT  0.99980625   +0 28 26.9
 DE1506;SPC SC       -   564,161.05  2,261,039.07   iFT  0.99980625   +0 28 26.9
 DE1506;UTM  17      - 3,693,848.343   579,550.378   MT  0.99967802   +0 28 14.1
 DE1506
 DE1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1506!SPC SC       -   1.00000125  x   0.99980625  =   0.99980750
 DE1506!UTM  17      -   1.00000125  x   0.99967802  =   0.99967927
 DE1506
 DE1506                          SUPERSEDED SURVEY CONTROL
 DE1506
 DE1506  NAD 83(2001)-  33 22 51.46206(N)    080 08 41.08295(W) AD(       ) 2
 DE1506  NAD 83(1986)-  33 22 51.47239(N)    080 08 41.08452(W) AD(       ) 2
 DE1506  NAD 27      -  33 22 50.87800(N)    080 08 41.77357(W) AD(       ) 2
 DE1506  NAVD 88 (10/01/04)   24.07   (m)           79.0    (f) LEVELING    3  
 DE1506  NGVD 29 (03/21/89)   24.372  (m)           79.96   (f) ADJUSTED    1 2
 DE1506
 DE1506.Superseded values are not recommended for survey control.
 DE1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1506.See file dsdata.txt to determine how the superseded data were derived.
 DE1506
 DE1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7955093848(NAD 83)
 DE1506_MARKER: DD = SURVEY DISK
 DE1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1506_SP_SET: CONCRETE POST
 DE1506_STAMPING: AZ MK 008 021 1981
 DE1506_MARK LOGO: SCGS  
 DE1506_PROJECTION: FLUSH
 DE1506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1506+STABILITY: SURFACE MOTION
 DE1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1506+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 DE1506
 DE1506  HISTORY     - Date     Condition        Report By
 DE1506  HISTORY     - 1981     MONUMENTED       SCGS
 DE1506  HISTORY     - 1985     GOOD             SCGS
 DE1506  HISTORY     - 20031201 GOOD             SCGS
 DE1506
 DE1506                          STATION DESCRIPTION
 DE1506
 DE1506'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1506'3.9 KM (2.4 MI) SSE FROM EADYTOWN.
 DE1506'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1506'CROSS POST OFFICE, THENCE 4.6 KILOMETERS (2.85 MILES) NORTHERLY ALONG
 DE1506'COUNTY ROAD S-8-132, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG
 DE1506'STATE HIGHWAY 45, SET NEAR A SMALL BRICK WATER PUMP SHED IN THE FRONT
 DE1506'YARD OF A ONE-STORY BRICK HOUSE IN THE NORTH ANGLE OF A SAND ROAD,
 DE1506'5.57 METERS (18.27 FEET) WEST-NORTHWEST OF POWER POLE AAAA21,
 DE1506'8.53 METERS (27.99 FEET) SOUTH OF THE SOUTH CORNER OF THE WATER PUMP
 DE1506'SHED, 10.7 METERS (35.1 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DE1506'HIGHWAY, 21.0 METERS (68.9 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 DE1506'CENTER OF THE SAND ROAD, 35.2 METERS (115.49 FEET) SOUTH-SOUTHWEST OF
 DE1506'THE EAST CORNER OF THE HOUSE.
 DE1506'THE MARK IS 0.66 METERS  SE FROM A WITNESS POST.
 DE1506'THE MARK IS 1.00 M BELOW HIGHWAY.
 DE1506
 DE1506                          STATION RECOVERY (2003)
 DE1506
 DE1506'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1506'STATION IS LOCATED 11.75 MILES EAST OF EUTAWVILLE, 14.85 MILES NORTH
 DE1506'NORTHWEST OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1506'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 DE1506'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE1506'6, 45 (TROJAN ROAD) AND  STATE ROAD 717 (SPRING PLAINS ROAD), 10.7
 DE1506'MILES EAST SOUTHEAST OF EUTAWVILLE, GO EAST  SOUTHEAST ON HIGHWAY 45
 DE1506'FOR 2.3 MILES TO THE STATION ON THE LEFT NEAR A BRICK PUMP  SHED IN
 DE1506'THE WEST ANGLE OF A PAVED DRIVEWAY LEFT LEADING TO A BRICK HOUSE
 DE1506'NUMBER 1502. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5
 DE1506'FEET BELOW THE HIGHWAY, 36.0  FEET NORTHWEST OF THE CENTER OF THE
 DE1506'HIGHWAY, 27.6 FEET SOUTH OF THE SOUTH CORNER OF  THE BRICK PUMP SHED,
 DE1506'18.2 FEET SOUTHWEST OF A POWER POLE AAAA/21 WITH FOUR GUY WIRES  AND A
 DE1506'TRANSFORMER, 52.0 FEET WEST SOUTHWEST OF THE SOUTHWEST END OF A
 DE1506'1.5-FOOT  CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY. NOTE-STATION IS
 DE1506'NOT INTERVISIBLE WITH SURVEY STATION 008 021. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1508 ***********************************************************************
 DE1508  DESIGNATION -  008 021 RM 1
 DE1508  PID         -  DE1508
 DE1508  STATE/COUNTY-  SC/BERKELEY
 DE1508  USGS QUAD   -  EADYTOWN (1987)
 DE1508
 DE1508                         *CURRENT SURVEY CONTROL
 DE1508  ___________________________________________________________________
 DE1508* NAD 83(1986)-  33 23 01.     (N)    080 08 24.     (W)     SCALED    
 DE1508* NAVD 88     -        36.631  (meters)     120.18   (feet)  ADJUSTED  
 DE1508  ___________________________________________________________________
 DE1508  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DE1508  DYNAMIC HT  -          36.593 (meters)     120.06  (feet)  COMP
 DE1508  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 DE1508
 DE1508  VERT ORDER  -  FIRST     CLASS II
 DE1508
 DE1508.The horizontal coordinates were scaled from a topographic map and have
 DE1508.an estimated accuracy of +/- 6 seconds.
 DE1508
 DE1508.The orthometric height was determined by differential leveling
 DE1508.and adjusted by the National Geodetic Survey in June 1991..
 DE1508
 DE1508.The geoid height was determined by GEOID03.
 DE1508
 DE1508.The dynamic height is computed by dividing the NAVD 88
 DE1508.geopotential number by the normal gravity value computed on the
 DE1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1508.degrees latitude (g = 980.6199 gals.).
 DE1508
 DE1508.The modeled gravity was interpolated from observed gravity values.
 DE1508
 DE1508;                    North         East    Units  Estimated Accuracy
 DE1508;SPC SC       -   172,250.      689,600.      MT  (+/- 180 meters Scaled)
 DE1508
 DE1508                          SUPERSEDED SURVEY CONTROL
 DE1508
 DE1508  NGVD 29 (03/21/89)   36.929  (m)          121.16   (f) ADJUSTED    1 2
 DE1508
 DE1508.Superseded values are not recommended for survey control.
 DE1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1508.See file dsdata.txt to determine how the superseded data were derived.
 DE1508
 DE1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS799941(NAD 83)
 DE1508_MARKER: DD = SURVEY DISK
 DE1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1508_SP_SET: CONCRETE POST
 DE1508_STAMPING: RM 1 008 021 1981
 DE1508_MARK LOGO: SCGS  
 DE1508_PROJECTION: FLUSH
 DE1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1508+STABILITY: SURFACE MOTION
 DE1508
 DE1508  HISTORY     - Date     Condition        Report By
 DE1508  HISTORY     - 1981     MONUMENTED       SCGS
 DE1508  HISTORY     - 1985     GOOD             SCGS
 DE1508
 DE1508                          STATION DESCRIPTION
 DE1508
 DE1508'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1508'3.4 KM (2.1 MI) SSE FROM EADYTOWN.
 DE1508'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1508'CROSS POST OFFICE, THENCE 4.6 KILOMETERS (2.85 MILES) NORTHERLY ALONG
 DE1508'COUNTY ROAD S-8-132, THENCE 0.25 KILOMETER (0.15 MILE) NORTHEAST ALONG
 DE1508'STATE HIGHWAY 45, SET NEAR THE SOUTHWEST CORNER OF A BRIDGE OVER THE
 DE1508'DIVERSION CANAL, 19.92 METERS (65.35 FEET) SOUTH-SOUTHWEST OF THE
 DE1508'NORTHWEST CORNER OF THE BRIDGE, 17.55 METERS (57.58 FEET) SOUTHWEST OF
 DE1508'THE SOUTHWEST CORNER OF THE BRIDGE, 5.85 METERS (19.19 FEET)
 DE1508'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DE1508'THE MARK IS 0.28 METERS  NW FROM A WITNESS POST.
 DE1508'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3196 ***********************************************************************
 DD3196  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3196  DESIGNATION -  008 022
 DD3196  PID         -  DD3196
 DD3196  STATE/COUNTY-  SC/BERKELEY
 DD3196  USGS QUAD   -  CORDESVILLE (1979)
 DD3196
 DD3196                         *CURRENT SURVEY CONTROL
 DD3196  ___________________________________________________________________
 DD3196* NAD 83(2001)-  33 10 53.87815(N)    079 53 24.51481(W)     ADJUSTED  
 DD3196* NAVD 88     -        12.76   (meters)      41.9    (feet)  GPS OBS   
 DD3196  ___________________________________________________________________
 DD3196  X           -     937,970.083 (meters)                     COMP
 DD3196  Y           -  -5,260,491.980 (meters)                     COMP
 DD3196  Z           -   3,470,824.561 (meters)                     COMP
 DD3196  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DD3196  ELLIP HEIGHT-         -20.09  (meters)          (10/01/04) GPS OBS
 DD3196  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DD3196
 DD3196  HORZ ORDER  -  FIRST
 DD3196  ELLP ORDER  -  FOURTH    CLASS I
 DD3196
 DD3196.The horizontal coordinates were established by GPS observations
 DD3196.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3196
 DD3196.The orthometric height was determined by GPS observations and a
 DD3196.high-resolution geoid model using precise GPS observation and
 DD3196.processing techniques.
 DD3196
 DD3196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3196
 DD3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3196
 DD3196.The ellipsoidal height was determined by GPS observations
 DD3196.and is referenced to NAD 83.
 DD3196
 DD3196.The geoid height was determined by GEOID03.
 DD3196
 DD3196;                    North         East     Units Scale Factor Converg.
 DD3196;SPC SC       -   150,079.364   713,087.042   MT  0.99982964   +0 36 55.1
 DD3196;SPC SC       -   492,386.36  2,339,524.42   iFT  0.99982964   +0 36 55.1
 DD3196;UTM  17      - 3,671,971.566   603,467.877   MT  0.99973199   +0 36 26.9
 DD3196
 DD3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3196!SPC SC       -   1.00000315  x   0.99982964  =   0.99983279
 DD3196!UTM  17      -   1.00000315  x   0.99973199  =   0.99973514
 DD3196
 DD3196:                Primary Azimuth Mark                     Grid Az
 DD3196:SPC SC       -  008 022 AZ MK                            109 31 26.9
 DD3196:UTM  17      -  008 022 AZ MK                            109 31 55.1
 DD3196
 DD3196|---------------------------------------------------------------------|
 DD3196| PID    Reference Object                     Distance      Geod. Az  |
 DD3196|                                                           dddmmss.s |
 DD3196| DD3193 008 022 AZ MK                       APPROX. 0.6 KM 1100822.0 |
 DD3196| DD3661 008 022 RM 1                         10.240 METERS 12921     |
 DD3196|---------------------------------------------------------------------|
 DD3196
 DD3196                          SUPERSEDED SURVEY CONTROL
 DD3196
 DD3196  NAD 83(2001)-  33 10 53.88325(N)    079 53 24.51290(W) AD(       ) 2
 DD3196  NAD 83(1986)-  33 10 53.89421(N)    079 53 24.51466(W) AD(       ) 2
 DD3196  NAD 27      -  33 10 53.28659(N)    079 53 25.22938(W) AD(       ) 2
 DD3196  NGVD 29 (07/19/86)   13.3    (m)           44.     (f) VERT ANG       
 DD3196
 DD3196.Superseded values are not recommended for survey control.
 DD3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3196.See file dsdata.txt to determine how the superseded data were derived.
 DD3196
 DD3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0346871972(NAD 83)
 DD3196_MARKER: DD = SURVEY DISK
 DD3196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3196_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3196_STAMPING: HORZ 008 022 1981
 DD3196_MARK LOGO: SCGS  
 DD3196_PROJECTION: FLUSH
 DD3196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3196+STABILITY: SURFACE MOTION
 DD3196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3196+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DD3196
 DD3196  HISTORY     - Date     Condition        Report By
 DD3196  HISTORY     - 1982     MONUMENTED       SCGS
 DD3196  HISTORY     - 20031215 GOOD             SCGS
 DD3196
 DD3196                          STATION DESCRIPTION
 DD3196
 DD3196'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3196'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) EAST OF MONCKS CORNER,
 DD3196'ABOUT 12.1 KM (7.5 MI) NORTHWEST OF HUGER.  ON THE RIGHT-OF-WAY OF
 DD3196'COUNTY HIGHWAY 171.  FOR INFORMATION CONTACT--  GEORGE WEATHERS,
 DD3196'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DD3196'(803) 758-3414.
 DD3196'
 DD3196'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52, 17A, AND
 DD3196'STATE HIGHWAY 402, ABOUT 1.5 MILES NORTHEAST OF MONCKS CORNER, GO
 DD3196'SOUTHEAST ON HIGHWAY 402 FOR 5.4 KM (3.4 MI) TO A SIDE ROAD LEFT,
 DD3196'TURN LEFT EASTERLY ON HIGHWAY S-8-171 FOR 3.9 KM (2.40 MI) TO A SIGN
 DD3196'ON RIGHT FRANCIS MARION FOREST.  CONTINUE AHEAD ON HIGHWAY 171 FOR
 DD3196'0.5 KM (0.30 MI) TO A WOODS ROAD ON LEFT AND STATION.
 DD3196'
 DD3196'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3196'---008 022 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3196'INCHES IN DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND LOCATED 34.8
 DD3196'METERS N FROM THE CENTER OF S-8-171,  4.6 METERS W FROM THE
 DD3196'APPROXIMATE CENTER OF WOODS ROAD, 10.0 METERS S FROM THE METAL
 DD3196'WITNESS POST, AND 10.8 METERS NW FROM THE METAL WITNESS POST NEAR RM
 DD3196'1.
 DD3196'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3196'DISK STAMPED---008 022 1981---SET INTO AN IRREGULAR MASS OF
 DD3196'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3196'
 DD3196'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3196'DISK STAMPED---008 022 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3196'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 8 INCHES ABOVE THE
 DD3196'GROUND LOCATED 29.7 METERS N FROM THE CENTER OF S-8-171, 18.6 METERS
 DD3196'SSE FROM THE METAL WITNESS POST NEAR STATION,  3.5 METERS E FROM THE
 DD3196'APPROXIMATE CENTER OF WOODS ROAD,  0.5 METERS NW FROM THE METAL
 DD3196'WITNESS POST, AND 1 FOOT HIGHER THAN THE STATION.
 DD3196'
 DD3196'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3196'STAMPED---008 022 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3196'MONUMENT 12 INCHES IN DIAMETER PROJECTING 8 INCHES ABOVE THE GROUND
 DD3196'LOCATED  9.5 METERS NNE FROM THE CENTER OF CENTER OF S-8-171,  5.2
 DD3196'METERS SE FROM THE 12 INCH PINE TREE, AND  0.7 METERS SSW FROM THE
 DD3196'METAL WITNESS POST.
 DD3196'TO REACH THE AZIMUTH MARK FROM STATION, GO EASTERLY ON S-8-171 FOR
 DD3196'(0.35 MI) 0.6 KM TO MARK ON LEFT.
 DD3196
 DD3196                          STATION RECOVERY (2003)
 DD3196
 DD3196'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3196'STATION IS LOCATED 7.2 MILES NORTHWEST OF HUGER, 7.2 MILES EAST OF
 DD3196'MONCKS CORNER.  OWNERSHIP--FRANCIS MARION NATIONAL FOREST, USDA FOREST
 DD3196'SERVICE, 4931 BROAD RIVER ROAD,  COLUMBIA, SC 29212-3530, PHONE 803
 DD3196'561-4000. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52
 DD3196'AND 17 ALTERNATE, 3.25  MILES NORTHEAST OF MONCKS CORNER, GO SOUTH
 DD3196'SOUTHWEST ON HIGHWAYS 52 AND 17  ALTERNATE FOR 0.25 MILE TO THE
 DD3196'JUNCTION OF STATE HIGHWAY 402, TURN LEFT ON HIGHWAY  402 FOR 3.3 MILES
 DD3196'TO THE JUNCTION OF STATE ROAD 171 (WITHERBEE ROAD), TURN LEFT ON  ROAD
 DD3196'171 FOR 2.65 MILES TO THE STATION ON THE LEFT IN THE NORTH ANGLE OF A
 DD3196'FOREST  SERVICE DIM FIELD ACCESS ROAD LEFT. STATION IS A CONCRETE POST
 DD3196'FLUSH WITH THE GROUND AND LEVEL WITH THE DIM  FIELD ACCESS ROAD, 10.0
 DD3196'FEET WEST OF THE CENTER OF THE FIELD ACCESS ROAD, 114.0  FEET NORTH
 DD3196'NORTHEAST OF THE CENTER OF ROAD 171, 1.6 FEET SOUTH OF A WITNESS
 DD3196'POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 022 AZ
 DD3196'MK. NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 DD3196'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3193 ***********************************************************************
 DD3193  DESIGNATION -  008 022 AZ MK
 DD3193  PID         -  DD3193
 DD3193  STATE/COUNTY-  SC/BERKELEY
 DD3193  USGS QUAD   -  CORDESVILLE (1979)
 DD3193
 DD3193                         *CURRENT SURVEY CONTROL
 DD3193  ___________________________________________________________________
 DD3193* NAD 83(2001)-  33 10 47.24498(N)    079 53 03.00712(W)     ADJUSTED  
 DD3193* NAVD 88     -        14.5    (meters)      48.     (feet)  VERT ANG  
 DD3193  ___________________________________________________________________
 DD3193  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DD3193  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DD3193
 DD3193  HORZ ORDER  -  THIRD
 DD3193
 DD3193.The horizontal coordinates were established by classical geodetic methods
 DD3193.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3193
 DD3193.The orthometric height was determined by vertical angle observations.
 DD3193
 DD3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3193
 DD3193.The geoid height was determined by GEOID03.
 DD3193
 DD3193;                    North         East     Units Scale Factor Converg.
 DD3193;SPC SC       -   149,881.056   713,646.297   MT  0.99982992   +0 37 07.0
 DD3193;SPC SC       -   491,735.75  2,341,359.24   iFT  0.99982992   +0 37 07.0
 DD3193;UTM  17      - 3,671,773.201   604,027.051   MT  0.99973342   +0 36 38.6
 DD3193
 DD3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3193!SPC SC       -   1.00000288  x   0.99982992  =   0.99983280
 DD3193!UTM  17      -   1.00000288  x   0.99973342  =   0.99973630
 DD3193
 DD3193                          SUPERSEDED SURVEY CONTROL
 DD3193
 DD3193  NAD 83(2001)-  33 10 47.25033(N)    079 53 03.00509(W) AD(       ) 2
 DD3193  NAD 83(1986)-  33 10 47.26135(N)    079 53 03.00682(W) AD(       ) 2
 DD3193  NAD 27      -  33 10 46.65295(N)    079 53 03.72243(W) AD(       ) 2
 DD3193  NGVD 29 (07/19/86)   14.8    (m)           49.     (f) VERT ANG       
 DD3193
 DD3193.Superseded values are not recommended for survey control.
 DD3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3193.See file dsdata.txt to determine how the superseded data were derived.
 DD3193
 DD3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0402771773(NAD 83)
 DD3193_MARKER: DD = SURVEY DISK
 DD3193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3193_SP_SET: CONCRETE POST
 DD3193_STAMPING: 008 022 1981 AZ MK
 DD3193_MARK LOGO: SCGS  
 DD3193_PROJECTION: PROJECTING 8 CENTIMETERS
 DD3193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3193+STABILITY: SURFACE MOTION
 DD3193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3193+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DD3193
 DD3193  HISTORY     - Date     Condition        Report By
 DD3193  HISTORY     - 1981     MONUMENTED       SCGS
 DD3193  HISTORY     - 19930920 GOOD             SCGS
 DD3193  HISTORY     - 20031215 GOOD             SCGS
 DD3193
 DD3193                          STATION DESCRIPTION
 DD3193
 DD3193'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3193'STATION IS LOCATED 6.5 MILES (10.5 KM) EAST OF MONCKS CORNER, 7.5
 DD3193'MILES (12.1 KM) NORTHWEST OF HUGER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3193'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3193'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD3193'HIGHWAYS 52 AND 17 ALTERNATE, 3.3 MILES (5.3 KM) NORTHEAST OF MONCKS
 DD3193'CORNER, GO SOUTHWEST ON HIGHWAYS 52 AND 17 ALTERNATE FOR 0.2 MILE
 DD3193'(0.3 KM) TO THE JUNCTION OF STATE HIGHWAY 402, TURN LEFT ON HIGHWAY
 DD3193'402 FOR 0.25 MILE (0.40 KM) TO A PAVED ROAD LEFT (DEAD END) AND
 DD3193'HIGHWAY 402 RIGHT, TURN RIGHT ON HIGHWAY 402 FOR 1.8 MILES (2.9 KM)
 DD3193'TO THE BRIDGE OVER THE WADBOO CREEK, CONTINUE ON HIGHWAY 402 FOR 1.55
 DD3193'MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD 171, TURN LEFT ON ROAD
 DD3193'171 FOR 2.4 MILES (3.9 KM) TO A SIGN ON THE RIGHT (FRANCIS MARION
 DD3193'FOREST), CONTINUE ON ROAD 171 FOR 0.3 MILE (0.5 KM) TO A WOODS ROAD
 DD3193'LEFT, CONTINUE ON ROAD 171 FOR 0.35 MILE (0.56 KM) TO THE STATION ON
 DD3193'THE LEFT. STATION IS A CONCRETE POST PROJECTING 0.8 FOOT, 9.5 METERS
 DD3193'(31.2 FT) NORTH NORTHEAST OF THE CENTER OF THE ROAD, 5.2 SOUTHEAST OF
 DD3193'A 1.0-FOOT PINE TREE, 0.7 METER (2.3 FT) SOUTH SOUTHWEST OF A WITNESS
 DD3193'POST.
 DD3193
 DD3193                          STATION RECOVERY (2003)
 DD3193
 DD3193'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3193'STATION IS LOCATED 6.9 MILES NORTHWEST OF HUGER, 7.6 MILES EAST OF
 DD3193'MONCKS CORNER.   OWNERSHIP--FRANCIS MARION NATIONAL FOREST, USDA
 DD3193'FOREST SERVICE, 4931 BROAD RIVER ROAD,  COLUMBIA, SC 29212-3530, PHONE
 DD3193'803 561-4000. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3193'52 AND 17 ALTERNATE, 3.25  MILES NORTHEAST OF MONCKS CORNER, GO SOUTH
 DD3193'SOUTHWEST ON HIGHWAYS 52 AND 17  ALTERNATE FOR 0.25 MILE TO THE
 DD3193'JUNCTION OF STATE HIGHWAY 402, TURN LEFT ON HIGHWAY  402 FOR 3.3 MILES
 DD3193'TO THE JUNCTION OF STATE ROAD 171 (WITHERBEE ROAD), TURN LEFT ON  ROAD
 DD3193'171 FOR 3.0 MILES TO THE STATION ON THE LEFT IN A WOODED AREA. STATION
 DD3193'IS A CONCRETE POST PROJECTING 0.3 FOOT AND 0.5 FOOT ABOVE THE ROAD,
 DD3193'30.8  FEET NORTHEAST OF THE CENTER OF THE ROAD, 60.0 FEET SOUTHEAST OF
 DD3193'A 2.0-FOOT PINE  TREE WITH A SCGS REFERENCE WASHER ATTACHED, 1.0 FOOT
 DD3193'SOUTHWEST OF A WITNESS  POST. NOTE-STATION IS NOT INTERVISIBLE WITH
 DD3193'SURVEY STATION 008 022. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1477 ***********************************************************************
 DE1477  DESIGNATION -  008 023
 DE1477  PID         -  DE1477
 DE1477  STATE/COUNTY-  SC/BERKELEY
 DE1477  USGS QUAD   -  CROSS (1987)
 DE1477
 DE1477                         *CURRENT SURVEY CONTROL
 DE1477  ___________________________________________________________________
 DE1477* NAD 83(2001)-  33 16 40.41210(N)    080 08 16.39387(W)     ADJUSTED  
 DE1477* NAVD 88     -        20.278  (meters)      66.53   (feet)  ADJUSTED  
 DE1477  ___________________________________________________________________
 DE1477  X           -     914,214.400 (meters)                     COMP
 DE1477  Y           -  -5,258,741.316 (meters)                     COMP
 DE1477  Z           -   3,479,759.273 (meters)                     COMP
 DE1477  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DE1477  ELLIP HEIGHT-         -11.91  (meters)          (10/01/04) GPS OBS
 DE1477  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DE1477  DYNAMIC HT  -          20.257 (meters)      66.46  (feet)  COMP
 DE1477  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 DE1477
 DE1477  HORZ ORDER  -  FIRST
 DE1477  VERT ORDER  -  FIRST     CLASS II
 DE1477  ELLP ORDER  -  FOURTH    CLASS I
 DE1477
 DE1477.The horizontal coordinates were established by GPS observations
 DE1477.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1477
 DE1477.The orthometric height was determined by differential leveling
 DE1477.and adjusted by the National Geodetic Survey in June 1991..
 DE1477
 DE1477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1477
 DE1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1477
 DE1477.The ellipsoidal height was determined by GPS observations
 DE1477.and is referenced to NAD 83.
 DE1477
 DE1477.The geoid height was determined by GEOID03.
 DE1477
 DE1477.The dynamic height is computed by dividing the NAVD 88
 DE1477.geopotential number by the normal gravity value computed on the
 DE1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1477.degrees latitude (g = 980.6199 gals.).
 DE1477
 DE1477.The modeled gravity was interpolated from observed gravity values.
 DE1477
 DE1477;                    North         East     Units Scale Factor Converg.
 DE1477;SPC SC       -   160,532.706   689,898.059   MT  0.99981685   +0 28 40.6
 DE1477;SPC SC       -   526,682.11  2,263,445.08   iFT  0.99981685   +0 28 40.6
 DE1477;UTM  17      - 3,682,426.221   580,282.789   MT  0.99967946   +0 28 23.0
 DE1477
 DE1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1477!SPC SC       -   1.00000187  x   0.99981685  =   0.99981872
 DE1477!UTM  17      -   1.00000187  x   0.99967946  =   0.99968133
 DE1477
 DE1477:                Primary Azimuth Mark                     Grid Az
 DE1477:SPC SC       -  008 023 AZ MK                            109 24 06.3
 DE1477:UTM  17      -  008 023 AZ MK                            109 24 23.9
 DE1477
 DE1477|---------------------------------------------------------------------|
 DE1477| PID    Reference Object                     Distance      Geod. Az  |
 DE1477|                                                           dddmmss.s |
 DE1477| DE1476 008 023 AZ MK                       APPROX. 1.1 KM 1095246.9 |
 DE1477| DE1478 7                                     7.876 METERS 25229     |
 DE1477| DE1892 008 026                             APPROX. 0.7 KM 3463509.0 |
 DE1477|---------------------------------------------------------------------|
 DE1477
 DE1477                          SUPERSEDED SURVEY CONTROL
 DE1477
 DE1477  NAD 83(2001)-  33 16 40.41194(N)    080 08 16.39328(W) AD(       ) 2
 DE1477  NAD 83(1986)-  33 16 40.42161(N)    080 08 16.39562(W) AD(       ) 2
 DE1477  NAD 27      -  33 16 39.82441(N)    080 08 17.08021(W) AD(       ) 2
 DE1477  NAVD 88 (10/01/04)   20.28   (m)           66.5    (f) LEVELING    3  
 DE1477  NGVD 29 (03/21/89)   20.576  (m)           67.51   (f) ADJUSTED    1 2
 DE1477
 DE1477.Superseded values are not recommended for survey control.
 DE1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1477.See file dsdata.txt to determine how the superseded data were derived.
 DE1477
 DE1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8028382426(NAD 83)
 DE1477_MARKER: DD = SURVEY DISK
 DE1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1477_SP_SET: CONCRETE POST
 DE1477_STAMPING: HORZ 008 023 1981
 DE1477_MARK LOGO: SCGS  
 DE1477_PROJECTION: FLUSH
 DE1477_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1477+STABILITY: SURFACE MOTION
 DE1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1477+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 DE1477
 DE1477  HISTORY     - Date     Condition        Report By
 DE1477  HISTORY     - 1982     MONUMENTED       SCGS
 DE1477  HISTORY     - 1985     GOOD             SCGS
 DE1477  HISTORY     - 20040107 GOOD             SCGS
 DE1477
 DE1477                          STATION DESCRIPTION
 DE1477
 DE1477'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1477'THE STATION IS LOCATED ABOUT 14.5 KM (8.0 MI) FROM MONCKS CORNER,
 DE1477'ABOUT 3.2 KM (2.0 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 6 AND
 DE1477'STATE HIGHWAY 311 AT THE CROSS LOOKOUT TOWER ABOUT 1.2 KM (.75 MI)
 DE1477'SOUTHWEST OF EDGE OF LAKE MOULTRIE.  IT IS ON NORTH RIGHT-OF-WAY OF
 DE1477'STATE HIGHWAY 6.  FOR INFORMATION CONTACT--  GEORGE WEATHERS,
 DE1477'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DE1477'(803) 758-3414.
 DE1477'
 DE1477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17A AND 52 IN
 DE1477'MONCKS CORNER, GO SOUTHWEST ON HIGHWAY 17A FOR 2.4 KM (1.5 MI) TO ITS
 DE1477'JUNCTION WITH STATE HIGHWAY 6.  TURN RIGHT, WEST, ON HIGHWAY 6 FOR
 DE1477'16.3 KM (10.1 MI) TO STATION ON RIGHT.
 DE1477'
 DE1477'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1477'---008-023 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1477'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.6 METERS NE FROM A
 DE1477'POWER LINE POLE,  7.1 METERS SE FROM A METAL WITNESS POST AT THE
 DE1477'SANTEE COOPER MARK, 17.0 METERS NE FROM THE THE CENTER OF HIGHWAY 6,
 DE1477'2.7 METERS S FROM A 15 INCH OAK TREE, AND  1.4 METERS S FROM A GUY
 DE1477'CABLE ANCHOR.
 DE1477'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1477'DISK STAMPED---008 023 1981---SET INTO AN IRREGULAR MASS OF
 DE1477'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1477'
 DE1477'REFERENCE MARK IS A STANDARD SANTEE DISK STAMPED---1977
 DE1477'NO 7---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25.4 CM ON
 DE1477'SIDE FLUSH WITH THE GROUND LOCATED 13.1 METERS NE FROM THE THE CENTER
 DE1477'OF HIGHWAY 6,  6.2 METERS SSW FROM A METAL WITNESS POST,  8.7 METERS
 DE1477'SW FROM A 15 INCH OAK TREE,  6.7 METERS W FROM A POWER LINE POLE, AND
 DE1477'IS LEVEL WITH THE STATION.
 DE1477'
 DE1477'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1477'STAMPED---AZ MK 008 023 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1477'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 13.2 METERS
 DE1477'NE FROM THE THE CENTER OF HIGHWAY 6,  2.0 METERS SW FROM THE THE
 DE1477'FENCE LINE, 11.2 METERS NW FROM THE THE CENTER OF A DIRT DRIVEWAY,
 DE1477'AND 14.9 METERS W FROM A POWER LINE POLE.
 DE1477'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON HIGHWAY 6
 DE1477'FOR 1.1 KM (0.7 MI) TO THE MARK ON THE LEFT.
 DE1477
 DE1477                          STATION RECOVERY (1985)
 DE1477
 DE1477'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1477'6.0 KM (3.7 MI) SSE FROM CROSS.
 DE1477'6.4 KILOMETERS (4.0 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1477'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, THENCE 3.0
 DE1477'KILOMETERS (1.9 MILES) EASTERLY ALONG STATE HIGHWAY 6, SET NEAR A GUY
 DE1477'WIRE ANCHOR THAT SUPPORTS A POWER POLE WITH TELEPHONE JUNCTION BOX
 DE1477'CCCCCCB, 8.6 METERS (28.22 FEET) SOUTH-SOUTHEAST OF A BLAZED 15-INCH
 DE1477'PINE TREE, 16.95 METERS (55.61 FEET) NORTH-NORTHEAST OF THE CENTERLINE
 DE1477'OF THE HIGHWAY, 7.93 METERS (26.02 FEET) EAST-NORTHEAST OF BENCH MARK
 DE1477'7 SCSC, 1.55 METERS (5.09 FEET) NORTHEAST OF THE POWER P0LE,
 DE1477'2.55 METERS (8.37 FEET) SOUTH OF A 20-INCH OAK TREE.
 DE1477'THE MARK IS 0.28 METERS  SSW FROM A WITNESS POST.
 DE1477'THE MARK IS 0.60 M BELOW HIGHWAY.
 DE1477
 DE1477                          STATION RECOVERY (2004)
 DE1477
 DE1477'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1477'STATION IS LOCATED 9.15 MILES NORTHWEST OF MONCKS CORNER, 10.55 MILES
 DE1477'WEST OF BONNEAU.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE1477'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE1477'FROM THE JUNCTION OF STATE HIGHWAYS 311, 6 (RANGER DRIVE) AND  STATE
 DE1477'ROAD 135 (MUDVILLE ROAD) IN CROSS, 10.8 MILES WEST NORTHWEST OF MONCKS
 DE1477'CORNER,  GO EAST ON HIGHWAY 6 FOR 1.9 MILES TO THE STATION ON THE LEFT
 DE1477'NEAR A TELEPHONE  JUNCTION BOX AT THE TREE LINE.  STATION IS A
 DE1477'CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET BELOW THE HIGHWAY,
 DE1477'56.7 FEET NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 26.0 FEET EAST
 DE1477'OF SURVEY  STATION 7, 6.3 FEET NORTHEAST OF TELEPHONE JUNCTION BOX
 DE1477'22000/X/9, 39.0 FEET EAST  SOUTHEAST OF A POWER POLE WITH GUY WIRE AND
 DE1477'A SCGS REFERENCE WASHER ATTACHED,  5.9 FEET SOUTH SOUTHWEST OF A
 DE1477'WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008 023
 DE1477'AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1476 ***********************************************************************
 DE1476  DESIGNATION -  008 023 AZ MK
 DE1476  PID         -  DE1476
 DE1476  STATE/COUNTY-  SC/BERKELEY
 DE1476  USGS QUAD   -  CROSS (1987)
 DE1476
 DE1476                         *CURRENT SURVEY CONTROL
 DE1476  ___________________________________________________________________
 DE1476* NAD 83(2001)-  33 16 28.00997(N)    080 07 35.56802(W)     ADJUSTED  
 DE1476* NAVD 88     -        21.684  (meters)      71.14   (feet)  ADJUSTED  
 DE1476  ___________________________________________________________________
 DE1476  X           -     915,291.383 (meters)                     COMP
 DE1476  Y           -  -5,258,767.912 (meters)                     COMP
 DE1476  Z           -   3,479,440.576 (meters)                     COMP
 DE1476  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DE1476  ELLIP HEIGHT-         -10.56  (meters)          (10/01/04) GPS OBS
 DE1476  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DE1476  DYNAMIC HT  -          21.661 (meters)      71.07  (feet)  COMP
 DE1476  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 DE1476
 DE1476  HORZ ORDER  -  FIRST
 DE1476  VERT ORDER  -  FIRST     CLASS II
 DE1476  ELLP ORDER  -  FOURTH    CLASS I
 DE1476
 DE1476.The horizontal coordinates were established by GPS observations
 DE1476.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1476
 DE1476.The orthometric height was determined by differential leveling
 DE1476.and adjusted by the National Geodetic Survey in June 1991..
 DE1476
 DE1476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1476
 DE1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1476
 DE1476.The ellipsoidal height was determined by GPS observations
 DE1476.and is referenced to NAD 83.
 DE1476
 DE1476.The geoid height was determined by GEOID03.
 DE1476
 DE1476.The dynamic height is computed by dividing the NAVD 88
 DE1476.geopotential number by the normal gravity value computed on the
 DE1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1476.degrees latitude (g = 980.6199 gals.).
 DE1476
 DE1476.The modeled gravity was interpolated from observed gravity values.
 DE1476
 DE1476;                    North         East     Units Scale Factor Converg.
 DE1476;SPC SC       -   160,159.572   690,957.529   MT  0.99981726   +0 29 03.3
 DE1476;SPC SC       -   525,457.91  2,266,921.03   iFT  0.99981726   +0 29 03.3
 DE1476;UTM  17      - 3,682,053.046   581,342.083   MT  0.99968158   +0 28 45.3
 DE1476
 DE1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1476!SPC SC       -   1.00000166  x   0.99981726  =   0.99981892
 DE1476!UTM  17      -   1.00000166  x   0.99968158  =   0.99968324
 DE1476
 DE1476:                Primary Azimuth Mark                     Grid Az
 DE1476:SPC SC       -  008 023                                  289 24 06.0
 DE1476:UTM  17      -  008 023                                  289 24 24.0
 DE1476
 DE1476|---------------------------------------------------------------------|
 DE1476| PID    Reference Object                     Distance      Geod. Az  |
 DE1476|                                                           dddmmss.s |
 DE1476| DE1477 008 023                             APPROX. 1.1 KM 2895309.3 |
 DE1476|---------------------------------------------------------------------|
 DE1476
 DE1476                          SUPERSEDED SURVEY CONTROL
 DE1476
 DE1476  NAD 83(2001)-  33 16 28.00862(N)    080 07 35.56786(W) AD(       ) 2
 DE1476  NAD 83(1986)-  33 16 28.01829(N)    080 07 35.57021(W) AD(       ) 2
 DE1476  NAD 27      -  33 16 27.42057(N)    080 07 36.25607(W) AD(       ) 2
 DE1476  NAVD 88 (10/01/04)   21.68   (m)           71.1    (f) LEVELING    3  
 DE1476  NGVD 29 (03/21/89)   21.982  (m)           72.12   (f) ADJUSTED    1 2
 DE1476
 DE1476.Superseded values are not recommended for survey control.
 DE1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1476.See file dsdata.txt to determine how the superseded data were derived.
 DE1476
 DE1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8134282053(NAD 83)
 DE1476_MARKER: DD = SURVEY DISK
 DE1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1476_SP_SET: CONCRETE POST
 DE1476_STAMPING: AZ MK 008 023 1981
 DE1476_MARK LOGO: SCGS  
 DE1476_PROJECTION: FLUSH
 DE1476_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1476+STABILITY: SURFACE MOTION
 DE1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1476+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 DE1476
 DE1476  HISTORY     - Date     Condition        Report By
 DE1476  HISTORY     - 1981     MONUMENTED       SCGS
 DE1476  HISTORY     - 1985     GOOD             SCGS
 DE1476  HISTORY     - 20040107 GOOD             SCGS
 DE1476
 DE1476                          STATION DESCRIPTION
 DE1476
 DE1476'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1476'6.9 KM (4.3 MI) SSE FROM CROSS.
 DE1476'6.4 KILOMETERS (4.0 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1476'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, THENCE 4.2
 DE1476'KILOMETERS (2.6 MILES) EASTERLY ALONG STATE HIGHWAY 6, SET IN THE
 DE1476'NORTHWEST ANGLE OF A SAND DRIVE LEADING TO A LARGE TWO-STORY A-FRAMED
 DE1476'HOUSE, 37.9 METERS (124.34 FEET) SOUTHEAST OF POWER POLE 5-73-A THAT
 DE1476'SERVICES A MOBILE HOME AND A ONE-STORY WOOD HOUSE ON THE SOUTH SIDE OF
 DE1476'THE HIGHWAY, 11.0 METERS (36.09 FEET) WEST-NORTHWEST OF THE
 DE1476'APPROXIMATE CENTER OF THE SAND DRIVE, 13.1 METERS (42.98 FEET)
 DE1476'NORTH-NORTHEST OF THE CENTERLINE OF THE HIGHWAY, 2.1 METERS (6.89
 DE1476'FEET) SOUTH-SOUTHWEST OF A WIRE FENCE, 42.0 METERS (137.8 FEET)
 DE1476'NORTH-NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY THAT
 DE1476'SERVICES A SMALL BRICK HOUSE.
 DE1476'THE MARK IS 1.85 METERS  SSW FROM A WITNESS POST.
 DE1476'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DE1476
 DE1476                          STATION RECOVERY (2004)
 DE1476
 DE1476'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1476'STATION IS LOCATED 8.5 MILES NORTHWEST OF MONCKS CORNER, 9.55 MILES
 DE1476'WEST SOUTHWEST OF  BONNEAU.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1476'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE1476'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE1476'311, 6 (RANGER DRIVE) AND  STATE ROAD 135 (MUDVILLE ROAD) IN CROSS,
 DE1476'10.8 MILES WEST NORTHWEST OF MONCKS CORNER,  GO EAST ON HIGHWAY 6 FOR
 DE1476'2.6 MILES TO THE STATION ON THE LEFT IN THE NORTHWEST ANGLE  OF A
 DE1476'PAVED AND GRAVEL DRIVEWAY LEADING TO A MOBILE HOME NUMBER 2174 AND A
 DE1476'WOODEN  A-FRAME HOUSE NUMBER 2174. STATION IS A CONCRETE POST FLUSH
 DE1476'WITH THE GROUND AND 0.5 FOOT ABOVE THE HIGHWAY, 42.5  FEET NORTH
 DE1476'NORTHEAST OF THE CENTER OF THE HIGHWAY, 29.3 FEET NORTHWEST OF THE
 DE1476'WEST  END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY,
 DE1476'30.4 FEET WEST OF A  SEVEN FOOT TALL WOODEN GATE POST, 6.5 FEET SOUTH
 DE1476'SOUTHWEST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DE1476'STATION 008 023. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1454 ***********************************************************************
 DE1454  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1454  DESIGNATION -  008 024
 DE1454  PID         -  DE1454
 DE1454  STATE/COUNTY-  SC/BERKELEY
 DE1454  USGS QUAD   -  MONCKS CORNER (1979)
 DE1454
 DE1454                         *CURRENT SURVEY CONTROL
 DE1454  ___________________________________________________________________
 DE1454* NAD 83(2001)-  33 12 39.22592(N)    080 03 22.87747(W)     ADJUSTED  
 DE1454* NAVD 88     -        27.01   (meters)      88.6    (feet)  GPS OBS   
 DE1454  ___________________________________________________________________
 DE1454  X           -     922,401.037 (meters)                     COMP
 DE1454  Y           -  -5,261,452.648 (meters)                     COMP
 DE1454  Z           -   3,473,548.430 (meters)                     COMP
 DE1454  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 DE1454  ELLIP HEIGHT-          -5.45  (meters)          (10/01/04) GPS OBS
 DE1454  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DE1454  DYNAMIC HT  -          26.98  (meters)      88.5   (feet)  COMP
 DE1454  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 DE1454
 DE1454  HORZ ORDER  -  FIRST
 DE1454  VERT ORDER  -  FIRST     CLASS II (See Below)
 DE1454  ELLP ORDER  -  FOURTH    CLASS I
 DE1454
 DE1454.The horizontal coordinates were established by GPS observations
 DE1454.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1454
 DE1454.The orthometric height was determined by GPS observations and a
 DE1454.high-resolution geoid model using precise GPS observation and
 DE1454.processing techniques. It supersedes the leveled height previously
 DE1454.determined for this station.
 DE1454.The vertical order pertains to the first NAVD 88 superseded value.
 DE1454
 DE1454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1454
 DE1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1454
 DE1454.The ellipsoidal height was determined by GPS observations
 DE1454.and is referenced to NAD 83.
 DE1454
 DE1454.The geoid height was determined by GEOID03.
 DE1454
 DE1454.The dynamic height is computed by dividing the NAVD 88
 DE1454.geopotential number by the normal gravity value computed on the
 DE1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1454.degrees latitude (g = 980.6199 gals.).
 DE1454
 DE1454.The modeled gravity was interpolated from observed gravity values.
 DE1454
 DE1454;                    North         East     Units Scale Factor Converg.
 DE1454;SPC SC       -   153,170.224   697,559.694   MT  0.99982546   +0 31 23.4
 DE1454;SPC SC       -   502,526.98  2,288,581.67   iFT  0.99982546   +0 31 23.4
 DE1454;UTM  17      - 3,675,063.980   587,942.684   MT  0.99969535   +0 31 00.8
 DE1454
 DE1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1454!SPC SC       -   1.00000086  x   0.99982546  =   0.99982632
 DE1454!UTM  17      -   1.00000086  x   0.99969535  =   0.99969621
 DE1454
 DE1454:                Primary Azimuth Mark                     Grid Az
 DE1454:SPC SC       -  008 024 AZ MK                            094 32 26.2
 DE1454:UTM  17      -  008 024 AZ MK                            094 32 48.8
 DE1454
 DE1454|---------------------------------------------------------------------|
 DE1454| PID    Reference Object                     Distance      Geod. Az  |
 DE1454|                                                           dddmmss.s |
 DE1454| DE1453 008 024 AZ MK                       APPROX. 0.6 KM 0950349.6 |
 DE1454| DE1455 008 024 RM 1                          9.338 METERS 09604     |
 DE1454|---------------------------------------------------------------------|
 DE1454
 DE1454                          SUPERSEDED SURVEY CONTROL
 DE1454
 DE1454  NAD 83(2001)-  33 12 39.22611(N)    080 03 22.87880(W) AD(       ) 2
 DE1454  NAD 83(1986)-  33 12 39.23648(N)    080 03 22.88051(W) AD(       ) 2
 DE1454  NAD 27      -  33 12 38.62450(N)    080 03 23.58555(W) AD(       ) 2
 DE1454  NAVD 88 (06/15/91)   26.987  (m)           88.54   (f) ADJUSTED    1 2
 DE1454  NGVD 29 (03/21/89)   27.285  (m)           89.52   (f) ADJUSTED    1 2
 DE1454
 DE1454.Superseded values are not recommended for survey control.
 DE1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1454.See file dsdata.txt to determine how the superseded data were derived.
 DE1454
 DE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8794375064(NAD 83)
 DE1454_MARKER: DD = SURVEY DISK
 DE1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1454_SP_SET: CONCRETE POST
 DE1454_STAMPING: HORZ 008 024 1981
 DE1454_MARK LOGO: SCGS  
 DE1454_PROJECTION: RECESSED 15 CENTIMETERS
 DE1454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1454+STABILITY: SURFACE MOTION
 DE1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1454+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 DE1454
 DE1454  HISTORY     - Date     Condition        Report By
 DE1454  HISTORY     - 1982     MONUMENTED       SCGS
 DE1454  HISTORY     - 1985     GOOD             SCGS
 DE1454  HISTORY     - 19970624 MARK NOT FOUND   USPSQD
 DE1454  HISTORY     - 20031028 GOOD             SCGS
 DE1454
 DE1454                          STATION DESCRIPTION
 DE1454
 DE1454'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1454'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) WEST OF THE TOWN OF
 DE1454'MONCKS CORNER, 2.4 KM (1.5 MI) SOUTHWEST OF THE TOWN OF PINOPOLIS.
 DE1454'IS ON THE DYKE OF THE LAKE MOULTRIE, IS ON THE PROPERTY OF SANTEE
 DE1454'COOPER.
 DE1454'
 DE1454'THE KEY TO THE DYKE CAN BE OBTAINED FROM
 DE1454'THE SURVEY OFFICE OF SANTEE.
 DE1454'
 DE1454'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17A AND STATE
 DE1454'HIGHWAY 6 IN MONCKS CORNER, GO WEST ON HIGHWAY 6 FOR 1.6 KM (1.0 MI)
 DE1454'TO FORK JUST BEYOND BERKELEY HIGHSCHOOL.  TAKE RIGHT FORK AND GO 1.5
 DE1454'KM (0.95 MI) TO SIDE ROAD LEFT.  TURN LEFT AND GO .08 KM (.05 MI) TO
 DE1454'STOP SIGN AT T INTERSECTION.  TURN LEFT AND GO APPROXIMATELY 15
 DE1454'METERS (50 FEET) THEN TURN RIGHT ON S-8-1078 AND GO .6 KM (0.4 MI) TO
 DE1454'A LOCKED GATE.  PASS THROUGH GATE AND GO APPROXIMATELY 30.5 METERS
 DE1454'(100 FEET) THEN TURN RIGHT ON DYKE AND GO .6 KM (0.4 MI) TO STATION
 DE1454'ON THE RIGHT.
 DE1454'
 DE1454'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1454'---008 024 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1454'CM IN DIAMETER RECESSED 8 CM BELOW THE GROUND LOCATED  1.1 METERS SSE
 DE1454'FROM A METAL WITNESS POST,  3.8 METERS NNE FROM THE THE CENTER OF THE
 DE1454'DYKE, AND  9.4 METERS W FROM A METAL WITNESS POST AT RM 1.
 DE1454'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1454'DISK STAMPED---008 024 1981---SET INTO AN IRREGULAR MASS OF
 DE1454'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DE1454'
 DE1454'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1454'DISK STAMPED---RM 1 008 024 1981---SET INTO THE TOP OF A ROUND
 DE1454'CONCRETE MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND.
 DE1454'LOCATED  0.9 METERS S FROM A METAL WITNESS POST, 10.3 METERS
 DE1454'ESE FROM A METAL WITNESS POST AT THE STATION,  3.6 METERS N FROM THE
 DE1454'THE CENTER OF THE DYKE, AND IS LEVEL WITH THE STATION.
 DE1454'
 DE1454'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1454'STAMPED---AZ MK 008 024 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1454'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.5 METERS
 DE1454'SE FROM A METAL WITNESS POST, 11.1 METERS S FROM THE THE FENCE LINE,
 DE1454'19.4 METERS WNW FROM THE THE FENCE LINE, AND 14.7 METERS SW FROM THE
 DE1454'THE CENTER OF A GATE.
 DE1454'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DYKE FOR
 DE1454'0.6 KM (0.40 MI) TO THE MARK JUST BEFORE REACHING THE GATE.
 DE1454
 DE1454                          STATION RECOVERY (1985)
 DE1454
 DE1454'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1454'5.55 KM (3.45 MI) WEST FROM MONCKS CORNER.
 DE1454'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1454'MONCKS CORNER POST OFFICE, THENCE 3.95 KILOMETERS (2.45 MILES)
 DE1454'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 0.9 KILOMETER (0.55 MILE)
 DE1454'NORTHEAST ALONG COUNTY ROAD S-8-315, THENCE 0.6 KILOMETER (0.4 MILE)
 DE1454'WESTERLY ALONG COUNTY ROAD S-8-78 TO END OF PAVEMENT AND A LOCKED GATE
 DE1454'(KEY MAY BE OBTAINED FROM SANTEE COOPER SURVEY DEPARTMENT), CONTINUE
 DE1454'0.7 KILOMETER (0.45 MILE) WESTERLY THROUGH GATE AND ON THE RETAINING
 DE1454'WALL (DYKE), SET ALONG THE RIPRAP ALONG THE NORTH SIDE OF THE DYKE,
 DE1454'1.1 METERS (3.61 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE EDGE OF THE
 DE1454'RIPRAP, 3.8 METERS (12.47 FEET) NORTH-NORTHEAST OF THE APPROXIMATE
 DE1454'CENTER OF THE DYKE, 9.38 METERS (30.77 FEET) WEST-NORTHWEST OF 008 024
 DE1454'RM 1 SCGS.
 DE1454'THE MARK IS 1.30 METERS  SSE FROM A WITNESS POST.
 DE1454'THE MARK IS ABOVE LEVEL WITH TOP OF DYKE.
 DE1454
 DE1454                          STATION RECOVERY (1997)
 DE1454
 DE1454'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1454'MARK NOT FOUND.
 DE1454
 DE1454                          STATION RECOVERY (2003)
 DE1454
 DE1454'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1454'STATION IS LOCATED 2.7 MILES WEST NORTHWEST OF MONCKS CORNER.
 DE1454'OWNERSHIP--SANTEE  COOPER SURVEY DEPARTMENT, ROUTE 1 RIVERWOOD DRIVE,
 DE1454'MONCKS CORNER, SC 29461, PHONE  843-761-4029. TO REACH THE STATION
 DE1454'FROM THE JUNCTION OF STATE HIGHWAY 6 (MAIN STREET) AND U.S.  HIGHWAY
 DE1454'17 ALTERNATE (LIVE OAK STREET) IN MONCKS CORNER, GO NORTHWEST ON
 DE1454'HIGHWAY 6  FOR 1.05 MILES TO THE JUNCTION OF STATE ROAD 5 (PINOPOLIS
 DE1454'ROAD), BEAR RIGHT ON ROAD 5 FOR  1.0 MILE TO THE REVERSE FORK JUNCTION
 DE1454'OF STATE ROAD 315 (SUGAR HILL DRIVE), TURN LEFT ON  ROAD 315 FOR 0.1
 DE1454'MILE TO THE JUNCTION OF STATE ROAD 1078 (WEST DIKE ROAD), TURN RIGHT
 DE1454'ON  ROAD 1078 FOR 0.35 MILE TO A DIRT LANE LEFT LEADING TO A LOCKED
 DE1454'GATE, BEAR LEFT ON THE DIRT  ROAD FOR 0.05 MILE TO A GATE (KEY CAN BE
 DE1454'OBTAINED AT THE SANTEE COOPER SURVEY  DEPARTMENT), PROCEED AHEAD
 DE1454'THROUGH THE GATE FOR 0.4 MILE TO THE STATION ON THE RIGHT. STATION IS
 DE1454'A CONCRETE POST RECESSED 0.5 FOOT AND 0.5 FOOT BELOW THE ROAD, 14.7
 DE1454'FEET  NORTH NORTHEAST OF THE CENTER OF THE DIKE ROAD, 33.2 FEET WEST
 DE1454'OF SANTEE COOPER  WITNESS POST NUMBER 20, 1.3 FEET SOUTHWEST OF A
 DE1454'WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008 024
 DE1454'AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1453 ***********************************************************************
 DE1453  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1453  DESIGNATION -  008 024 AZ MK
 DE1453  PID         -  DE1453
 DE1453  STATE/COUNTY-  SC/BERKELEY
 DE1453  USGS QUAD   -  MONCKS CORNER (1979)
 DE1453
 DE1453                         *CURRENT SURVEY CONTROL
 DE1453  ___________________________________________________________________
 DE1453* NAD 83(2001)-  33 12 37.38772(N)    080 02 58.20847(W)     ADJUSTED  
 DE1453* NAVD 88     -        25.71   (meters)      84.4    (feet)  GPS OBS   
 DE1453  ___________________________________________________________________
 DE1453  X           -     923,035.462 (meters)                     COMP
 DE1453  Y           -  -5,261,371.756 (meters)                     COMP
 DE1453  Z           -   3,473,500.326 (meters)                     COMP
 DE1453  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DE1453  ELLIP HEIGHT-          -6.77  (meters)          (10/01/04) GPS OBS
 DE1453  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DE1453  DYNAMIC HT  -          25.69  (meters)      84.3   (feet)  COMP
 DE1453  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DE1453
 DE1453  HORZ ORDER  -  FIRST
 DE1453  VERT ORDER  -  FIRST     CLASS II (See Below)
 DE1453  ELLP ORDER  -  FOURTH    CLASS I
 DE1453
 DE1453.The horizontal coordinates were established by GPS observations
 DE1453.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1453
 DE1453.The orthometric height was determined by GPS observations and a
 DE1453.high-resolution geoid model using precise GPS observation and
 DE1453.processing techniques. It supersedes the leveled height previously
 DE1453.determined for this station.
 DE1453.The vertical order pertains to the first NAVD 88 superseded value.
 DE1453
 DE1453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1453
 DE1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1453
 DE1453.The ellipsoidal height was determined by GPS observations
 DE1453.and is referenced to NAD 83.
 DE1453
 DE1453.The geoid height was determined by GEOID03.
 DE1453
 DE1453.The dynamic height is computed by dividing the NAVD 88
 DE1453.geopotential number by the normal gravity value computed on the
 DE1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1453.degrees latitude (g = 980.6199 gals.).
 DE1453
 DE1453.The modeled gravity was interpolated from observed gravity values.
 DE1453
 DE1453;                    North         East     Units Scale Factor Converg.
 DE1453;SPC SC       -   153,119.459   698,198.936   MT  0.99982553   +0 31 37.0
 DE1453;SPC SC       -   502,360.43  2,290,678.92   iFT  0.99982553   +0 31 37.0
 DE1453;UTM  17      - 3,675,013.151   588,581.839   MT  0.99969674   +0 31 14.3
 DE1453
 DE1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1453!SPC SC       -   1.00000106  x   0.99982553  =   0.99982659
 DE1453!UTM  17      -   1.00000106  x   0.99969674  =   0.99969780
 DE1453
 DE1453:                Primary Azimuth Mark                     Grid Az
 DE1453:SPC SC       -  008 024                                  274 32 26.1
 DE1453:UTM  17      -  008 024                                  274 32 48.8
 DE1453
 DE1453|---------------------------------------------------------------------|
 DE1453| PID    Reference Object                     Distance      Geod. Az  |
 DE1453|                                                           dddmmss.s |
 DE1453| DE1454 008 024                             APPROX. 0.6 KM 2750403.1 |
 DE1453|---------------------------------------------------------------------|
 DE1453
 DE1453                          SUPERSEDED SURVEY CONTROL
 DE1453
 DE1453  NAD 83(2001)-  33 12 37.38808(N)    080 02 58.21091(W) AD(       ) 2
 DE1453  NAD 83(1986)-  33 12 37.39845(N)    080 02 58.21262(W) AD(       ) 2
 DE1453  NAD 27      -  33 12 36.78643(N)    080 02 58.91837(W) AD(       ) 2
 DE1453  NAVD 88 (06/15/91)   25.691  (m)           84.29   (f) ADJUSTED    1 2
 DE1453  NGVD 29 (03/21/89)   25.990  (m)           85.27   (f) ADJUSTED    1 2
 DE1453
 DE1453.Superseded values are not recommended for survey control.
 DE1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1453.See file dsdata.txt to determine how the superseded data were derived.
 DE1453
 DE1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8858275013(NAD 83)
 DE1453_MARKER: DD = SURVEY DISK
 DE1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1453_SP_SET: CONCRETE POST
 DE1453_STAMPING: AZ MK 008 024 1981
 DE1453_MARK LOGO: SCGS  
 DE1453_PROJECTION: RECESSED 8 CENTIMETERS
 DE1453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1453+STABILITY: SURFACE MOTION
 DE1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1453+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 DE1453
 DE1453  HISTORY     - Date     Condition        Report By
 DE1453  HISTORY     - 1981     MONUMENTED       SCGS
 DE1453  HISTORY     - 1985     GOOD             SCGS
 DE1453  HISTORY     - 19970624 MARK NOT FOUND   USPSQD
 DE1453  HISTORY     - 20031028 GOOD             SCGS
 DE1453
 DE1453                          STATION DESCRIPTION
 DE1453
 DE1453'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1453'4.8 KM (3.0 MI) WEST FROM MONCKS CORNER.
 DE1453'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1453'MONCKS CORNER POST OFFICE, THENCE 3.95 KILOMETERS (2.45 MILES)
 DE1453'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 0.9 KILOMETER (0.55 MILE)
 DE1453'NORTHEAST ALONG COUNTY ROAD S-8-315, THENCE 0.6 KILOMETER (0.4 MILE)
 DE1453'WESTERLY ALONG COUNTY ROAD S-8-78 TO END OF PAVEMENT AND A LOCKED GATE
 DE1453'(KEY MAY BE OBTAINED FROM THE SANTEE COOPER SURVEY DEPARTMENT), SET IN
 DE1453'THE NORTHWEST ANGLE OF AN INTERSECTION INSIDE THE GATE, 10.45 METERS
 DE1453'(34.28 FEET) NORTH OF THE APPROXIMATE CENTER OF THE DYKE, 19.0 METERS
 DE1453'(62.34 FEET) WEST OF A CHAIN LINK FENCE LEADING NORTH AND SOUTH,
 DE1453'11.05 METERS (36.25 FEET) SOUTH OF A CHAIN LINK FENCE LEADING EAST AND
 DE1453'WEST, 22.6 METERS (74.15 FEET) WEST-SOUTHWEST OF THE CORNER OF THE TWO
 DE1453'FENCES.
 DE1453'THE MARK IS ABOVE LEVEL WITH ROAD.
 DE1453
 DE1453                          STATION RECOVERY (1997)
 DE1453
 DE1453'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1453'MARK NOT FOUND.
 DE1453
 DE1453                          STATION RECOVERY (2003)
 DE1453
 DE1453'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1453'STATION IS LOCATED 2.35 MILES WEST NORTHWEST OF MONCKS CORNER.
 DE1453'OWNERSHIP--SANTEE  COOPER SURVEY DEPARTMENT, ROUTE 1 RIVERWOOD DRIVE,
 DE1453'MONCKS CORNER, SC 29461, PHONE  843-761-4029. TO REACH THE STATION
 DE1453'FROM THE JUNCTION OF STATE HIGHWAY 6 (MAIN STREET) AND U.S.  HIGHWAY
 DE1453'17 ALTERNATE (LIVE OAK STREET) IN MONCKS CORNER, GO NORTHWEST ON
 DE1453'HIGHWAY 6  FOR 1.05 MILES TO THE JUNCTION OF STATE ROAD 5 (PINOPOLIS
 DE1453'ROAD), BEAR RIGHT ON ROAD 5 FOR  1.0 MILE TO THE REVERSE FORK JUNCTION
 DE1453'OF STATE ROAD 315 (SUGAR HILL DRIVE), TURN LEFT ON  ROAD 315 FOR 0.1
 DE1453'MILE TO THE JUNCTION OF STATE ROAD 1078 (WEST DIKE ROAD), TURN RIGHT
 DE1453'ON  ROAD 1078 FOR 0.35 MILE TO A DIRT LANE LEFT LEADING TO A LOCKED
 DE1453'GATE, BEAR LEFT ON THE DIRT  ROAD FOR 0.05 MILE TO A GATE (KEY CAN BE
 DE1453'OBTAINED AT THE SANTEE COOPER SURVEY  DEPARTMENT), PROCEED AHEAD
 DE1453'THROUGH THE GATE TO THE STATION ON THE RIGHT. STATION IS A CONCRETE
 DE1453'POST RECESSED 0.3 FOOT AND 0.5 FOOT BELOW THE GRAVEL DIKE  ROAD, 15.8
 DE1453'FEET SOUTH OF A 1.1-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 DE1453'ATTACHED, 41.5 FEET SOUTHWEST OF THE NORTHWEST METAL GATE POST, 17.3
 DE1453'FEET  NORTHWEST OF THE CENTER OF THE ROAD, 12.3 FEET SOUTHEAST OF A
 DE1453'1.2-FOOT TRIANGULAR  BLAZED PINE TREE, 10.4 FEET SOUTH SOUTHEAST OF A
 DE1453'WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008
 DE1453'024. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1455 ***********************************************************************
 DE1455  DESIGNATION -  008 024 RM 1
 DE1455  PID         -  DE1455
 DE1455  STATE/COUNTY-  SC/BERKELEY
 DE1455  USGS QUAD   -  MONCKS CORNER (1979)
 DE1455
 DE1455                         *CURRENT SURVEY CONTROL
 DE1455  ___________________________________________________________________
 DE1455* NAD 83(1986)-  33 12 40.     (N)    080 03 23.     (W)     SCALED    
 DE1455* NAVD 88     -        27.113  (meters)      88.95   (feet)  ADJUSTED  
 DE1455  ___________________________________________________________________
 DE1455  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DE1455  DYNAMIC HT  -          27.085 (meters)      88.86  (feet)  COMP
 DE1455  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 DE1455
 DE1455  VERT ORDER  -  FIRST     CLASS II
 DE1455
 DE1455.The horizontal coordinates were scaled from a topographic map and have
 DE1455.an estimated accuracy of +/- 6 seconds.
 DE1455
 DE1455.The orthometric height was determined by differential leveling
 DE1455.and adjusted by the National Geodetic Survey in June 1991..
 DE1455
 DE1455.The geoid height was determined by GEOID03.
 DE1455
 DE1455.The dynamic height is computed by dividing the NAVD 88
 DE1455.geopotential number by the normal gravity value computed on the
 DE1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1455.degrees latitude (g = 980.6199 gals.).
 DE1455
 DE1455.The modeled gravity was interpolated from observed gravity values.
 DE1455
 DE1455;                    North         East    Units  Estimated Accuracy
 DE1455;SPC SC       -   153,190.      697,560.      MT  (+/- 180 meters Scaled)
 DE1455
 DE1455                          SUPERSEDED SURVEY CONTROL
 DE1455
 DE1455  NGVD 29 (03/21/89)   27.412  (m)           89.93   (f) ADJUSTED    1 2
 DE1455
 DE1455.Superseded values are not recommended for survey control.
 DE1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1455.See file dsdata.txt to determine how the superseded data were derived.
 DE1455
 DE1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS879750(NAD 83)
 DE1455_MARKER: DD = SURVEY DISK
 DE1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1455_SP_SET: CONCRETE POST
 DE1455_STAMPING: RM 1 008 024 1981
 DE1455_MARK LOGO: SCGS  
 DE1455_PROJECTION: FLUSH
 DE1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1455+STABILITY: SURFACE MOTION
 DE1455
 DE1455  HISTORY     - Date     Condition        Report By
 DE1455  HISTORY     - 1981     MONUMENTED       SCGS
 DE1455  HISTORY     - 1985     GOOD             SCGS
 DE1455  HISTORY     - 19970624 MARK NOT FOUND   USPSQD
 DE1455
 DE1455                          STATION DESCRIPTION
 DE1455
 DE1455'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1455'5.55 KM (3.45 MI) WEST FROM MONCKS CORNER.
 DE1455'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1455'MONCKS CORNER POST OFFICE, THENCE 3.95 KILOMETERS (2.45 MILES)
 DE1455'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 0.9 KILOMETER (0.55 MILE)
 DE1455'NORTHEAST ALONG COUNTY ROAD S-8-315, THENCE 0.6 KILOMETER (0.4 MILE)
 DE1455'WESTERLY ALONG COUNTY ROAD S-8-78 TO END OF PAVEMENT AND A LOCKED GATE
 DE1455'(KEY MAY BE OBTAINED FROM SANTEE COOPER SURVEY DEPARTMENT), CONTINUE
 DE1455'0.7 KILOMETER (0.45 MILE) WESTERLY THROUGH THE GATE AND ON THE
 DE1455'RETAINING WALL (DYKE), SET ALONG THE RIPRAP ALONG THE NORTH SIDE OF
 DE1455'THE DYKE, 1.1 METERS (3.61 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DE1455'EDGE OF THE RIPRAP, 3.2 METERS (10.5 FEET) NORTH-NORTHEAST OF THE
 DE1455'APPROXIMATE CENTER OF THE DYKE, 9.6 METERS (31.5 FEET) EAST-SOUTHEAST
 DE1455'OF STATION 008 024 SCGS.
 DE1455'THE MARK IS ABOVE LEVEL WITH TOP OF DYKE.
 DE1455
 DE1455                          STATION RECOVERY (1997)
 DE1455
 DE1455'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1917 ***********************************************************************
 DE1917  DESIGNATION -  008 025
 DE1917  PID         -  DE1917
 DE1917  STATE/COUNTY-  SC/BERKELEY
 DE1917  USGS QUAD   -  MONCKS CORNER (1979)
 DE1917
 DE1917                         *CURRENT SURVEY CONTROL
 DE1917  ___________________________________________________________________
 DE1917* NAD 83(2001)-  33 14 14.50097(N)    080 05 16.05142(W)     ADJUSTED  
 DE1917* NAVD 88     -        28.5    (meters)      94.     (feet)  VERTCON   
 DE1917  ___________________________________________________________________
 DE1917  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DE1917  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DE1917
 DE1917  HORZ ORDER  -  SECOND
 DE1917
 DE1917.The horizontal coordinates were established by classical geodetic methods
 DE1917.and adjusted by the National Geodetic Survey in March 2004..
 DE1917
 DE1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1917
 DE1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1917
 DE1917.The geoid height was determined by GEOID03.
 DE1917
 DE1917;                    North         East     Units Scale Factor Converg.
 DE1917;SPC SC       -   156,078.506   694,603.522   MT  0.99982190   +0 30 20.6
 DE1917;SPC SC       -   512,068.59  2,278,882.95   iFT  0.99982190   +0 30 20.6
 DE1917;UTM  17      - 3,677,972.188   584,987.205   MT  0.99968905   +0 30 00.1
 DE1917
 DE1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1917!SPC SC       -   1.00000061  x   0.99982190  =   0.99982251
 DE1917!UTM  17      -   1.00000061  x   0.99968905  =   0.99968966
 DE1917
 DE1917:                Primary Azimuth Mark                     Grid Az
 DE1917:SPC SC       -  008 024                                  134 31 56.0
 DE1917:UTM  17      -  008 024                                  134 32 16.5
 DE1917
 DE1917|---------------------------------------------------------------------|
 DE1917| PID    Reference Object                     Distance      Geod. Az  |
 DE1917|                                                           dddmmss.s |
 DE1917| DE1454 008 024                             APPROX. 4.1 KM 1350216.6 |
 DE1917|---------------------------------------------------------------------|
 DE1917
 DE1917                          SUPERSEDED SURVEY CONTROL
 DE1917
 DE1917  NAD 83(1986)-  33 14 14.51134(N)    080 05 16.05308(W) AD(       ) 2
 DE1917  NAD 27      -  33 14 13.90176(N)    080 05 16.75490(W) AD(       ) 2
 DE1917  NGVD 29 (07/19/86)   28.8    (m)           94.     (f) VERT ANG       
 DE1917
 DE1917.Superseded values are not recommended for survey control.
 DE1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1917.See file dsdata.txt to determine how the superseded data were derived.
 DE1917
 DE1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8498777972(NAD 83)
 DE1917_MARKER: DD = SURVEY DISK
 DE1917_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DE1917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1917
 DE1917  HISTORY     - Date     Condition        Report By
 DE1917  HISTORY     - 1981     MONUMENTED       SCGS
 DE1917  HISTORY     - 20031029 MARK NOT FOUND   SCGS
 DE1917
 DE1917                          STATION DESCRIPTION
 DE1917
 DE1917'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DE1917'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHWEST OF MONCKS
 DE1917'CORNER, ABOUT 4.0 KM (2.5 MI) WEST OF PINOPOLIS, ON TOP OF THE DYKE
 DE1917'AROUND LAKE MOULTRIE, ON THE PROPERTY OF SANTEE COOPER, THE KEY TO
 DE1917'GATE TO THE DYKE MAY BE OBTAINED FROM THE SANTEE COOPER SURVEY OFFICE
 DE1917'IN MONCKS CORNER.
 DE1917'
 DE1917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17A AND STATE
 DE1917'HIGHWAY 6 IN MONCKS CORNER, GO WEST ON HIGHWAY 6 FOR 1.6 KM (1.0 MI)
 DE1917'TO FORKS, JUST AFTER PASSING THE BERKELEY HIGHSCHOOL ON RIGHT.  KEEP
 DE1917'RIGHT ON S-8-5 FOR 1.5 KM (0.95 MI) TO A SIDE ROAD LEFT, TURN LEFT,
 DE1917'GO 0.1 KM (0.05 MI) TO A T JUNCTION.  TURN LEFT, THEN RIGHT ON
 DE1917'S-8-1078, GO 0.6 KM (0.4 MI) TO A LOCKED GATE, PASS THROUGH GATE,
 DE1917'THEN BEAR RIGHT, GO WESTERLY ON TOP OF DYKE FOR 0.6 KM (0.4 MI) TO
 DE1917'STATION 008 024 ON RIGHT.  CONTINUE WEST AND NORTH ON TOP OF DYKE FOR
 DE1917'5 KM (3.1 MI) TO THE STATION ON RIGHT.
 DE1917'
 DE1917'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1917'---008 025 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1917'CM IN DIAMETER RECESSED 10 CM BELOW THE GROUND LOCATED  1.1 METERS S
 DE1917'FROM A METAL WITNESS POST,  9.0 METERS NNW FROM A METAL WITNESS POST
 DE1917'AT RM 1, AND  2.6 METERS NE FROM THE THE CENTER OF THE DYKE.
 DE1917'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1917'DISK STAMPED---008 025 1981---SET INTO AN IRREGULAR MASS OF
 DE1917'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DE1917'
 DE1917'REFERENCE MARK NO 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1917'STAMPED---RM 1 008 025 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1917'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.9 METERS
 DE1917'NW FROM A METAL WITNESS POST,  9.1 METERS SSE FROM A METAL WITNESS
 DE1917'POST AT THE STATION,  2.6 METERS NE FROM THE THE CENTER OF THE DYKE,
 DE1917'AND IS LEVEL WITH THE STATION.
 DE1917'
 DE1917'STATION 008 024 SCGS WAS USED FOR AN AZIMUTH MARK.
 DE1917
 DE1917                          STATION RECOVERY (2003)
 DE1917
 DE1917'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1917'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1917'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1917'LOCATED THIS STATION WITH NO  RESULTS,  PRESUMED DESTROYED. RECOVERY
 DE1917'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1892 ***********************************************************************
 DE1892  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1892  DESIGNATION -  008 026
 DE1892  PID         -  DE1892
 DE1892  STATE/COUNTY-  SC/BERKELEY
 DE1892  USGS QUAD   -  CROSS (1987)
 DE1892
 DE1892                         *CURRENT SURVEY CONTROL
 DE1892  ___________________________________________________________________
 DE1892* NAD 83(2001)-  33 17 02.37235(N)    080 08 22.62965(W)     ADJUSTED  
 DE1892* NAVD 88     -        26.45   (meters)      86.8    (feet)  GPS OBS   
 DE1892  ___________________________________________________________________
 DE1892  X           -     913,992.726 (meters)                     COMP
 DE1892  Y           -  -5,258,408.271 (meters)                     COMP
 DE1892  Z           -   3,480,328.257 (meters)                     COMP
 DE1892  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DE1892  ELLIP HEIGHT-          -5.73  (meters)          (10/01/04) GPS OBS
 DE1892  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DE1892
 DE1892  HORZ ORDER  -  FIRST
 DE1892  ELLP ORDER  -  FOURTH    CLASS I
 DE1892
 DE1892.The horizontal coordinates were established by GPS observations
 DE1892.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1892
 DE1892.The orthometric height was determined by GPS observations and a
 DE1892.high-resolution geoid model using precise GPS observation and
 DE1892.processing techniques.
 DE1892
 DE1892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1892
 DE1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1892
 DE1892.The ellipsoidal height was determined by GPS observations
 DE1892.and is referenced to NAD 83.
 DE1892
 DE1892.The geoid height was determined by GEOID03.
 DE1892
 DE1892;                    North         East     Units Scale Factor Converg.
 DE1892;SPC SC       -   161,207.769   689,731.096   MT  0.99981613   +0 28 37.2
 DE1892;SPC SC       -   528,896.88  2,262,897.30   iFT  0.99981613   +0 28 37.2
 DE1892;UTM  17      - 3,683,101.206   580,115.907   MT  0.99967913   +0 28 19.9
 DE1892
 DE1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1892!SPC SC       -   1.00000090  x   0.99981613  =   0.99981703
 DE1892!UTM  17      -   1.00000090  x   0.99967913  =   0.99968003
 DE1892
 DE1892|---------------------------------------------------------------------|
 DE1892| PID    Reference Object                     Distance      Geod. Az  |
 DE1892|                                                           dddmmss.s |
 DE1892| DE2567 008 026 RM 1                          8.799 METERS 09608     |
 DE1892| DE1477 008 023                             APPROX. 0.7 KM 1663505.6 |
 DE1892| DE1893 008 026 AZ MK                       APPROX. 0.8 KM 2410926.7 |
 DE1892|---------------------------------------------------------------------|
 DE1892
 DE1892                          SUPERSEDED SURVEY CONTROL
 DE1892
 DE1892  NAD 83(2001)-  33 17 02.37341(N)    080 08 22.62948(W) AD(       ) 2
 DE1892  NAD 83(1986)-  33 17 02.38308(N)    080 08 22.63188(W) AD(       ) 2
 DE1892  NAD 27      -  33 17 01.78647(N)    080 08 23.31607(W) AD(       ) 2
 DE1892  NGVD 29 (07/19/86)   28.0    (m)           92.     (f) VERT ANG       
 DE1892
 DE1892.Superseded values are not recommended for survey control.
 DE1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1892.See file dsdata.txt to determine how the superseded data were derived.
 DE1892
 DE1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8011683101(NAD 83)
 DE1892_MARKER: DD = SURVEY DISK
 DE1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1892_SP_SET: CONCRETE POST
 DE1892_STAMPING: HORZ 008 026 1981
 DE1892_MARK LOGO: SCGS  
 DE1892_PROJECTION: RECESSED 8 CENTIMETERS
 DE1892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1892+STABILITY: SURFACE MOTION
 DE1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1892+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 DE1892
 DE1892  HISTORY     - Date     Condition        Report By
 DE1892  HISTORY     - 1981     MONUMENTED       SCGS
 DE1892  HISTORY     - 1982     GOOD             SCGS
 DE1892  HISTORY     - 19930920 GOOD             SCGS
 DE1892  HISTORY     - 20031028 GOOD             SCGS
 DE1892
 DE1892                          STATION DESCRIPTION
 DE1892
 DE1892'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1892'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) SOUTHWEST OF THE TOWN OF
 DE1892'BONNEAU, 15.3 KM (9.5 MI) WEST OF THE TOWN OF MONCKS CORNER, AND 14.5
 DE1892'KM (9 MI) SOUTHEAST OF EADYTOWN.
 DE1892'
 DE1892'TO REACH THE STATION FROM THE JUNCTIONS OF ALT. 17 AND STATE HIGHWAY
 DE1892'JUST BEYOND BERKELEY HIGHSCHOOL, TAKE RIGHT FORK AND GO 1.5 KM IN
 DE1892'MONCKS CORNER, GO WEST ON HIGHWAY 6 FOR 1.6 KM (1.0 MI) TO FORK (0.95
 DE1892'MI) TO AIDE ROAD LEFT.  TURN LEFT AND GO 0.08 KM (0.05 MI) TO A T
 DE1892'INTERSECTION.  TURN LEFT AND GO APPROXIMATELY 15.2 METERS (50 FEET)
 DE1892'THEN RIGHT ON S-8-1078 FOR 0.6 KM (0.4 MI) TO A LOCKED GATE.  PASS
 DE1892'THROUGH GATE AND TURN RIGHT ON DYKE AND GO 9.4 KM (5.85 MI) TO TWO
 DE1892'GATES.  PASS THROUGH BOTH GATES AND GO 3.4 KM (2.4 MI) TO STATION.
 DE1892'
 DE1892'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1892'---008 026 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DE1892'30 CM IN DIAMETER RECESSED 3 INCHES BELOW THE GROUND LOCATED  3.2
 DE1892'METERS N FROM THE THE CENTER OF THE DYKE,  1.0 METERS SW FROM A METAL
 DE1892'WITNESS POST,  1.1 METERS S FROM THE THE NORTH CONCRETE EDGE OF DYKE,
 DE1892'AND  9.6 METERS W FROM A METAL WITNESS POST AT RM 1.
 DE1892'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1892'DISK STAMPED---008 026 1981---SET INTO AN IRREGULAR MASS OF
 DE1892'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DE1892'
 DE1892'REFERENCE MARK NO.  IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1892'STAMPED---RM 1 008 026 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1892'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.3 METERS
 DE1892'S FROM THE NORTH CONCRETE EDGE OF THE DYKE,  0.8 METERS SW FROM A
 DE1892'METAL WITNESS POST,  2.9 METERS N FROM THE THE CENTER OF THE DYKE,
 DE1892'8.1 METERS E FROM A METAL WITNESS POST AT THE STATION, AND IS LEVEL
 DE1892'WITH THE STATION.
 DE1892'
 DE1892'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1892'STAMPED---AZ MK 008 026 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1892'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.8 METERS
 DE1892'S FROM THE THE NORTH CONCRETE EDGE OF THE DYKE,  1.1 METERS SE FROM A
 DE1892'METAL WITNESS POST, AND  2.4 METERS N FROM THE THE CENTER OF THE DYKE.
 DE1892
 DE1892                          STATION RECOVERY (1993)
 DE1892
 DE1892'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1892'STATION IS LOCATED 11.0 MILES (17.7 KM) SOUTHWEST OF BONNEAU, 9.5
 DE1892'MILES (15.3 KM) WEST OF MONCKS CORNER, 9.0 MILES (14.5 KM) SOUTHEAST
 DE1892'OF EADYTOWN. OWNERSHIP--SANTEE COOPER. TO REACH THE STATION FROM THE
 DE1892'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 6 IN MONCKS
 DE1892'CORNER, GO WEST ON HIGHWAY 6 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION
 DE1892'OF STATE ROAD 315, TURN RIGHT ON ROAD 315 FOR 0.5 MILE (0.8 KM) TO
 DE1892'THE JUNCTION OF STATE ROAD 1078, TURN LEFT ON ROAD 1078 FOR 0.4 MILE
 DE1892'(0.6 KM) TO THE END OF PAVEMENT AND A LOCKED GATE, PASS THROUGH GATE
 DE1892'AND TURN RIGHT ON THE LAKE MOULTRIE DIKE FOR 5.85 MILES (9.41 KM) TO
 DE1892'TWO GATES, PASS THROUGH BOTH GATES FOR 2.4 MILES (3.9 KM) TO A SHARP
 DE1892'CURVE LEFT IN THE DIKE AND THE STATION ON THE RIGHT. STATION IS A
 DE1892'CONCRETE POST RECESSED 0.3 FOOT, 3.2 METERS (10.5 FT) NORTH OF THE
 DE1892'CENTER OF THE DIKE, 1.0 METER (3.3 FT) SOUTHWEST OF A WITNESS POST,
 DE1892'1.1 METERS (3.6 FT) SOUTH OF THE NORTH CONCRETE EDGE OF THE DIKE.
 DE1892
 DE1892                          STATION RECOVERY (2003)
 DE1892
 DE1892'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1892'STATION IS LOCATED 9.55 MILES NORTHWEST OF MONCKS CORNER, 10.85 MILES
 DE1892'WEST OF  BONNEAU. OWNERSHIP--SANTEE COOPER SURVEY DEPARTMENT, ROUTE 1
 DE1892'RIVERWOOD DRIVE,  MONCKS CORNER, SC 29461, PHONE 843-761-4029. TO
 DE1892'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 311, 6 (RANGER
 DE1892'DRIVE) AND  STATE ROAD 135 (MUDVILLE ROAD) IN CROSS, 10.8 MILES WEST
 DE1892'NORTHWEST OF MONCKS CORNER,  GO EAST ON HIGHWAY 6 FOR 0.15 MILE TO A
 DE1892'FIELD ACCESS ROAD LEFT, AT THE CROSSOVER LANE  OF HIGHWAY 6, TURN LEFT
 DE1892'ON THE FIELD ACCESS ROAD FOR 0.05 MILE TO A LOCKED GATE (KEY  OBTAINED
 DE1892'THROUGH THE SANTEE COOPER SURVEY DEPARTMENT), CONTINUE AHEAD THROUGH
 DE1892'GATE FOR 1.75 MILES TO THE STATION ON THE LEFT BETWEEN THE DIKE ROAD
 DE1892'AND THE MASONRY  DIKE WALL. STATION IS A CONCRETE POST RECESSED 0.3
 DE1892'FOOT AND 0.5 FOOT BELOW THE DIKE ROAD, 12.3  FEET NORTH OF THE CENTER
 DE1892'OF THE DIKE ROAD, 3.0 FEET SOUTH OF THE NORTH EDGE OF  THE MASONRY
 DE1892'WAVE WALL OF THE DIKE, 34.2 FEET EAST OF A SANTEE COOPER SURVEY
 DE1892'STATION P.I. 421+25.86 SET INTO THE DIKE WALL, 69.3 FEET WEST OF A
 DE1892'SANTEE COOPER  WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DE1892'STATION 008 026 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1893 ***********************************************************************
 DE1893  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1893  DESIGNATION -  008 026 AZ MK
 DE1893  PID         -  DE1893
 DE1893  STATE/COUNTY-  SC/BERKELEY
 DE1893  USGS QUAD   -  CROSS (1987)
 DE1893
 DE1893                         *CURRENT SURVEY CONTROL
 DE1893  ___________________________________________________________________
 DE1893* NAD 83(2001)-  33 16 49.11121(N)    080 08 51.29603(W)     ADJUSTED  
 DE1893* NAVD 88     -        26.52   (meters)      87.0    (feet)  GPS OBS   
 DE1893  ___________________________________________________________________
 DE1893  X           -     913,300.285 (meters)                     COMP
 DE1893  Y           -  -5,258,756.202 (meters)                     COMP
 DE1893  Z           -   3,479,986.761 (meters)                     COMP
 DE1893  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DE1893  ELLIP HEIGHT-          -5.65  (meters)          (10/01/04) GPS OBS
 DE1893  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DE1893
 DE1893  HORZ ORDER  -  FIRST
 DE1893  ELLP ORDER  -  FOURTH    CLASS I
 DE1893
 DE1893.The horizontal coordinates were established by GPS observations
 DE1893.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1893
 DE1893.The orthometric height was determined by GPS observations and a
 DE1893.high-resolution geoid model using precise GPS observation and
 DE1893.processing techniques.
 DE1893
 DE1893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1893
 DE1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1893
 DE1893.The ellipsoidal height was determined by GPS observations
 DE1893.and is referenced to NAD 83.
 DE1893
 DE1893.The geoid height was determined by GEOID03.
 DE1893
 DE1893;                    North         East     Units Scale Factor Converg.
 DE1893;SPC SC       -   160,793.161   688,992.863   MT  0.99981656   +0 28 21.3
 DE1893;SPC SC       -   527,536.62  2,260,475.27   iFT  0.99981656   +0 28 21.3
 DE1893;UTM  17      - 3,682,686.716   579,377.741   MT  0.99967768   +0 28 04.0
 DE1893
 DE1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1893!SPC SC       -   1.00000089  x   0.99981656  =   0.99981745
 DE1893!UTM  17      -   1.00000089  x   0.99967768  =   0.99967857
 DE1893
 DE1893:                Primary Azimuth Mark                     Grid Az
 DE1893:SPC SC       -  008 023                                  106 03 08.3
 DE1893:UTM  17      -  008 023                                  106 03 25.6
 DE1893
 DE1893|---------------------------------------------------------------------|
 DE1893| PID    Reference Object                     Distance      Geod. Az  |
 DE1893|                                                           dddmmss.s |
 DE1893| DE1477 008 023                             APPROX. 0.9 KM 1063129.6 |
 DE1893|---------------------------------------------------------------------|
 DE1893
 DE1893                          SUPERSEDED SURVEY CONTROL
 DE1893
 DE1893  NAD 83(2001)-  33 16 49.11050(N)    080 08 51.29437(W) AD(       ) 2
 DE1893  NAD 83(1986)-  33 16 49.12017(N)    080 08 51.29676(W) AD(       ) 2
 DE1893  NAD 27      -  33 16 48.52336(N)    080 08 51.98023(W) AD(       ) 2
 DE1893  NGVD 29 (07/19/86)   28.1    (m)           92.     (f) VERT ANG       
 DE1893
 DE1893.Superseded values are not recommended for survey control.
 DE1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1893.See file dsdata.txt to determine how the superseded data were derived.
 DE1893
 DE1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7937882687(NAD 83)
 DE1893_MARKER: DD = SURVEY DISK
 DE1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1893_SP_SET: CONCRETE POST
 DE1893_STAMPING: AZ MK 008 026 1981
 DE1893_MARK LOGO: SCGS  
 DE1893_PROJECTION: RECESSED 5 CENTIMETERS
 DE1893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1893+STABILITY: SURFACE MOTION
 DE1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1893+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 DE1893
 DE1893  HISTORY     - Date     Condition        Report By
 DE1893  HISTORY     - 1981     MONUMENTED       SCGS
 DE1893  HISTORY     - 19930920 GOOD             SCGS
 DE1893  HISTORY     - 20031029 GOOD             SCGS
 DE1893
 DE1893                          STATION DESCRIPTION
 DE1893
 DE1893'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1893'STATION IS LOCATED 11.0 MILES (17.7 KM) SOUTHWEST OF BONNEAU, 9.5
 DE1893'MILES (15.3 KM) WEST OF MONCKS CORNER, 9.0 MILES (14.5 KM) SOUTHEAST
 DE1893'OF EADYTOWN. OWNERSHIP--SANTEE COOPER. TO REACH THE STATION FROM THE
 DE1893'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 6 IN MONCKS
 DE1893'CORNER, GO WEST ON HIGHWAY 6 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION
 DE1893'OF STATE ROAD 315, TURN RIGHT ON ROAD 315 FOR 0.5 MILE (0.8 KM) TO
 DE1893'THE JUNCTION OF STATE ROAD 1078, TURN LEFT ON ROAD 1078 FOR 0.4 MILE
 DE1893'(0.6 KM) TO THE END OF PAVEMENT AND A LOCKED GATE, PASS THROUGH GATE
 DE1893'AND TURN RIGHT ON THE LAKE MOULTRIE DIKE FOR 5.85 MILES (9.41 KM) TO
 DE1893'TWO GATES, PASS THROUGH BOTH GATES FOR 2.4 MILES (3.9 KM) TO A SHARP
 DE1893'CURVE LEFT IN THE DIKE, CONTINUE ON THE DIKE FOR 0.55 MILE (0.89 KM)
 DE1893'TO THE STATION ON THE RIGHT AT THE EDGE OF THE DIKE. STATION IS A
 DE1893'CONCRETE POST FLUSH WITH THE GROUND, 0.8 METER (2.6 FT) SOUTH OF THE
 DE1893'NORTH CONCERETE EDGE OF THE DIKE, 1.1 METERS (3.6 FT) SOUTHEAST OF A
 DE1893'WITNESS POST, 2.4 METERS (7.9 FT) NORTH OF THE CENTER OF THE DIKE.
 DE1893
 DE1893                          STATION RECOVERY (2003)
 DE1893
 DE1893'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1893'STATION IS LOCATED 9.75 MILES NORTHWEST OF MONCKS CORNER, 11.05 MILES
 DE1893'WEST OF  BONNEAU. OWNERSHIP--SANTEE COOPER SURVEY DEPARTMENT, ROUTE 1
 DE1893'RIVERWOOD DRIVE,  MONCKS CORNER, SC 29461, PHONE 843-761-4029. TO
 DE1893'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 311, 6 (RANGER
 DE1893'DRIVE) AND  STATE ROAD 135 (MUDVILLE ROAD) IN CROSS, 10.8 MILES WEST
 DE1893'NORTHWEST OF MONCKS CORNER,  GO EAST ON HIGHWAY 6 FOR 0.15 MILE TO A
 DE1893'FIELD ACCESS ROAD LEFT, AT THE CROSSOVER LANE  OF HIGHWAY 6, TURN LEFT
 DE1893'ON THE FIELD ACCESS ROAD FOR 0.05 MILE TO A LOCKED GATE (KEY  OBTAINED
 DE1893'THROUGH THE SANTEE COOPER SURVEY DEPARTMENT), CONTINUE AHEAD THROUGH
 DE1893'GATE FOR 1.25 MILE TO THE STATION ON THE LEFT BETWEEN THE DIKE ROAD
 DE1893'AND THE DIKE WALL. STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND
 DE1893'LEVEL WITH THE DIKE WALL, 4.8 FEET  SOUTHWEST OF A SANTEE COOPER
 DE1893'SURVEY STATION P.T. 448+50.81 SET INTO THE DIKE WAVE  WALL, 3.0 FEET
 DE1893'SOUTH OF THE NORTH EDGE OF THE DIKE MASONRY WAVE WALL, 7.4 FEET NORTH
 DE1893'OF THE CENTER OF THE DIKE ROAD. NOTE-STATION IS INTERVISIBLE WITH
 DE1893'SURVEY STATION 008 026. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1482 ***********************************************************************
 DE1482  DESIGNATION -  008 027
 DE1482  PID         -  DE1482
 DE1482  STATE/COUNTY-  SC/BERKELEY
 DE1482  USGS QUAD   -  CROSS (1987)
 DE1482
 DE1482                         *CURRENT SURVEY CONTROL
 DE1482  ___________________________________________________________________
 DE1482* NAD 83(2001)-  33 17 30.57985(N)    080 09 41.19857(W)     ADJUSTED  
 DE1482* NAVD 88     -        24.336  (meters)      79.84   (feet)  ADJUSTED  
 DE1482  ___________________________________________________________________
 DE1482  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DE1482  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DE1482  DYNAMIC HT  -          24.311 (meters)      79.76  (feet)  COMP
 DE1482  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 DE1482
 DE1482  HORZ ORDER  -  SECOND
 DE1482  VERT ORDER  -  FIRST     CLASS II
 DE1482
 DE1482.The horizontal coordinates were established by classical geodetic methods
 DE1482.and adjusted by the National Geodetic Survey in March 2004..
 DE1482
 DE1482.The orthometric height was determined by differential leveling
 DE1482.and adjusted by the National Geodetic Survey in June 1991..
 DE1482
 DE1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1482
 DE1482.The geoid height was determined by GEOID03.
 DE1482
 DE1482.The dynamic height is computed by dividing the NAVD 88
 DE1482.geopotential number by the normal gravity value computed on the
 DE1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1482.degrees latitude (g = 980.6199 gals.).
 DE1482
 DE1482.The modeled gravity was interpolated from observed gravity values.
 DE1482
 DE1482;                    North         East     Units Scale Factor Converg.
 DE1482;SPC SC       -   162,059.896   687,691.459   MT  0.99981523   +0 27 53.6
 DE1482;SPC SC       -   531,692.57  2,256,205.57   iFT  0.99981523   +0 27 53.6
 DE1482;UTM  17      - 3,683,953.381   578,076.622   MT  0.99967516   +0 27 37.1
 DE1482
 DE1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1482!SPC SC       -   1.00000122  x   0.99981523  =   0.99981645
 DE1482!UTM  17      -   1.00000122  x   0.99967516  =   0.99967638
 DE1482
 DE1482|---------------------------------------------------------------------|
 DE1482| PID    Reference Object                     Distance      Geod. Az  |
 DE1482|                                                           dddmmss.s |
 DE1482| DE1485 008 027 AZ MK                       362.531 METERS 35231     |
 DE1482| DE1483 008 027 RM 1                          8.354 METERS 35241     |
 DE1482|---------------------------------------------------------------------|
 DE1482
 DE1482                          SUPERSEDED SURVEY CONTROL
 DE1482
 DE1482  NAD 83(1986)-  33 17 30.58954(N)    080 09 41.20095(W) AD(       ) 2
 DE1482  NAD 27      -  33 17 29.99401(N)    080 09 41.88271(W) AD(       ) 2
 DE1482  NGVD 29 (03/21/89)   24.634  (m)           80.82   (f) ADJUSTED    1 2
 DE1482
 DE1482.Superseded values are not recommended for survey control.
 DE1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1482.See file dsdata.txt to determine how the superseded data were derived.
 DE1482
 DE1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7807783953(NAD 83)
 DE1482_MARKER: DD = SURVEY DISK
 DE1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1482_SP_SET: CONCRETE POST
 DE1482_STAMPING: HORZ 008 027 1981
 DE1482_MARK LOGO: SCGS  
 DE1482_PROJECTION: RECESSED 5 CENTIMETERS
 DE1482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1482+STABILITY: SURFACE MOTION
 DE1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1482+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 DE1482
 DE1482  HISTORY     - Date     Condition        Report By
 DE1482  HISTORY     - 1982     MONUMENTED       SCGS
 DE1482  HISTORY     - 1983     GOOD             SCGS
 DE1482  HISTORY     - 19950228 GOOD             SCGS
 DE1482  HISTORY     - 20031028 GOOD             SCGS
 DE1482
 DE1482                          STATION DESCRIPTION
 DE1482
 DE1482'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1482'THE STATION IS LOCATED ABOUT 8.0 KM (11 MI) NORTHWEST OF MONCKS
 DE1482'CORNER 4.8 KM (3 MI) SOUTH OF THE CROSS POST OFFICE, .8 KM (.5 MI)
 DE1482'WEST OF THE WESTERN SHORE OF LAKE MOULTRIE.  FOR INFORMATION CONTACT--
 DE1482'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DE1482'S.C.  29202, STATION LOCATED ON RIGHT-OF-WAY OF STATE HIGHWAY 6.
 DE1482'
 DE1482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17A AND 52 IN
 DE1482'MONCKS CORNER, GO SOUTHWEST ON HIGHWAY 17A FOR 2.4 KM (1.5 MI) TO ITS
 DE1482'JUNCTION WITH STATE HIGHWAY 6.  TURN RIGHT, WEST, ON HIGHWAY 6 FOR
 DE1482'19.3 KM (12 MI) TO ITS JUNCTION WITH STATE HIGHWAY 311.  CONTINUE ON
 DE1482'HIGHWAY 6 NORTHERLY FOR 1.4 KM (0.85 MI) TO A WOODS ROAD RIGHT, JUST
 DE1482'AFTER PASSING HOUSE TRAILER ON THE RIGHT.  TURN SHARP RIGHT AND GO
 DE1482'.08 KM (0.05 MI) TO THE STATION ON LEFT.
 DE1482'
 DE1482'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1482'---008 027 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1482'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.9 METERS ESE FROM A
 DE1482'POWER LINE POLE,  0.4 METERS W FROM A METAL WITNESS POST, 27.6 METERS
 DE1482'E FROM THE THE CENTER OF HIGHWAY 6, 14.0 METERS NE FROM A 12 INCH
 DE1482'PINE TREE WITH RED BOUNDARY MARKINGS, AND  3.9 METERS W FROM THE THE
 DE1482'CENTER OF A DRAINAGE DITCH.
 DE1482'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1482'DISK STAMPED---008 027 1981---SET INTO AN IRREGULAR MASS OF
 DE1482'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DE1482'
 DE1482'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1482'DISK STAMPED---RM 1 008 027 1981---SET INTO THE TOP OF A ROUND
 DE1482'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 8 CM ABOVE THE GROUND
 DE1482'LOCATED  8.4 METERS S FROM A METAL WITNESS POST AT THE STATION, 16.8
 DE1482'METERS E FROM A POWER LINE POLE, 25.0 METERS E FROM THE THE CENTER OF
 DE1482'HIGHWAY 6,  5.5 METERS NNE FROM A 18 INCH PINE TREE, AND IS LEVEL
 DE1482'WITH THE STATION.
 DE1482'
 DE1482'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1482'STAMPED---AZ MK 008 027 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1482'MONUMENT 30 CM IN DIAMETER PROJECTING 8 CM ABOVE THE GROUND LOCATED
 DE1482'0.8 METERS S FROM A METAL WITNESS POST, 10.0 METERS E FROM THE THE
 DE1482'CENTER OF HIGHWAY 6,  2.4 METERS S FROM AN 18 INCH PINE TREE, AND
 DE1482'10.5 METERS N FROM A 25 INCH PINE TREE.
 DE1482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE DIM ROAD
 DE1482'FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.
 DE1482
 DE1482                          STATION RECOVERY (1983)
 DE1482
 DE1482'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1482'5.0 KM (3.1 MI) SOUTH FROM CROSS.
 DE1482'5.0 KILOMETERS (3.1 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1482'POST OFFICE IN CROSS, THENCE 0.1 KILOMETER (0.05 MILE) SOUTHERLY ALONG
 DE1482'A GRASSY ROAD, SET NEAR A 28-INCH PINE TREE, 27.7 METERS (90.9 FEET)
 DE1482'EAST OF THE CENTERLINE OF THE HIGHWAY, 18.9 METERS (61.9 FEET)
 DE1482'EAST-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND THREE GUY WIRES,
 DE1482'7.0 METERS (23.0 FEET) WEST OF THE 28-INCH PINE TREE.
 DE1482'THE MARK IS 0.30 METERS  WSW FROM  STEEL POST
 DE1482'THE MARK IS ABOVE LEVEL WITH GRASSY ROAD.
 DE1482
 DE1482                          STATION RECOVERY (1995)
 DE1482
 DE1482'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DE1482'STATION IS LOCATED 10.8 MILES (17.4 KM) NORTHWEST OF MONCKS CORNER,
 DE1482'15.8 MILES (25.4 KM) SOUTHWEST OF ST.  STEPHEN.  OWNERSHIP--UNKNOWN.
 DE1482'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6, 311 AND
 DE1482'STATE ROAD 135 (MUDVILLE ROAD) , 10.45 MILES (16.82 KM) NORTHWEST OF
 DE1482'MONCKS CORNER, GO NORTHEAST ON HIGHWAY 6 (RANGER DRIVE) FOR 0.9 MILE
 DE1482'(1.4 KM) TO A REVERSE FORK RIGHT (FOREST ACCESS ROAD) , TURN RIGHT FOR
 DE1482'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT.  STATION IS A CONCRETE
 DE1482'POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE
 DE1482'GRASSY ROAD, 90.5 FEET (27.6 M) EAST SOUTHEAST OF THE CENTER OF THE
 DE1482'HIGHWAY, 61.5 FEET (18.7 M) EAST SOUTHEAST OF A POWER POLE WITH THREE
 DE1482'GUY WIRES, 42.5 FEET (13.0 M) SOUTH OF A 1.4-FOOT PINE TREE WITH A
 DE1482'SCGS REFERENCE WASHER ATTACHED, 9.0 FEET (2.7 M) EAST OF THE CENTER OF
 DE1482'THE ACCESS ROAD, 1.3 FEET (0.4 M) WEST OF A WITNESS POST BESIDE A
 DE1482'STEEL ROD.  RECOVERED BY R.W.  ROBERTS.
 DE1482
 DE1482                          STATION RECOVERY (2003)
 DE1482
 DE1482'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1482'STATION IS LOCATED 10.85 MILES NORTHWEST OF MONCKS CORNER, 11.8  MILES
 DE1482'WEST OF BONNEAU.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE1482'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE1482'FROM THE JUNCTION OF STATE HIGHWAYS 311, 6 (RANGER DRIVE) AND  STATE
 DE1482'ROAD 135 (MUDVILLE ROAD) IN CROSS, 10.8 MILES WEST NORTHWEST OF MONCKS
 DE1482'CORNER,  GO EAST NORTHEAST ON HIGHWAY 6 FOR 0.85 MILE TO THE STATION
 DE1482'ON THE RIGHT NEAR THE  TREE LINE AT THE NORTH END OF A YARD OF A
 DE1482'VINYL-SIDED HOUSE NUMBER 1170. STATION IS A CONCRETE POST RECESSED 0.2
 DE1482'FOOT, 91.0 FEET EAST SOUTHEAST OF THE  CENTER OF THE HIGHWAY, 61.7
 DE1482'FEET EAST SOUTHEAST OF A POWER POLE WITH THREE GUY  WIRES, 239.6 FEET
 DE1482'NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE FRONT PORCH  OF THE
 DE1482'HOUSE, 1.5 FEET WEST OF A WITNESS POST. NOTE-STATION IS NOT
 DE1482'INTERVISIBLE WITH SURVEY STATION 008 027 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1485 ***********************************************************************
 DE1485  DESIGNATION -  008 027 AZ MK
 DE1485  PID         -  DE1485
 DE1485  STATE/COUNTY-  SC/BERKELEY
 DE1485  USGS QUAD   -  CROSS (1987)
 DE1485
 DE1485                         *CURRENT SURVEY CONTROL
 DE1485  ___________________________________________________________________
 DE1485* NAD 83(2001)-  33 17 42.24690(N)    080 09 43.02413(W)     ADJUSTED  
 DE1485* NAVD 88     -        24.001  (meters)      78.74   (feet)  ADJUSTED  
 DE1485  ___________________________________________________________________
 DE1485  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DE1485  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DE1485  DYNAMIC HT  -          23.976 (meters)      78.66  (feet)  COMP
 DE1485  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 DE1485
 DE1485  HORZ ORDER  -  SECOND
 DE1485  VERT ORDER  -  FIRST     CLASS II
 DE1485
 DE1485.The horizontal coordinates were established by classical geodetic methods
 DE1485.and adjusted by the National Geodetic Survey in March 2004..
 DE1485
 DE1485.The orthometric height was determined by differential leveling
 DE1485.and adjusted by the National Geodetic Survey in June 1991..
 DE1485
 DE1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1485
 DE1485.The geoid height was determined by GEOID03.
 DE1485
 DE1485.The dynamic height is computed by dividing the NAVD 88
 DE1485.geopotential number by the normal gravity value computed on the
 DE1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1485.degrees latitude (g = 980.6199 gals.).
 DE1485
 DE1485.The modeled gravity was interpolated from observed gravity values.
 DE1485
 DE1485;                    North         East     Units Scale Factor Converg.
 DE1485;SPC SC       -   162,418.876   687,641.322   MT  0.99981486   +0 27 52.6
 DE1485;SPC SC       -   532,870.33  2,256,041.08   iFT  0.99981486   +0 27 52.6
 DE1485;UTM  17      - 3,684,312.315   578,026.521   MT  0.99967506   +0 27 36.3
 DE1485
 DE1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1485!SPC SC       -   1.00000127  x   0.99981486  =   0.99981613
 DE1485!UTM  17      -   1.00000127  x   0.99967506  =   0.99967633
 DE1485
 DE1485                          SUPERSEDED SURVEY CONTROL
 DE1485
 DE1485  NAD 83(1986)-  33 17 42.25658(N)    080 09 43.02651(W) AD(       ) 2
 DE1485  NAD 27      -  33 17 41.66135(N)    080 09 43.70813(W) AD(       ) 2
 DE1485  NGVD 29 (03/21/89)   24.299  (m)           79.72   (f) ADJUSTED    1 2
 DE1485
 DE1485.Superseded values are not recommended for survey control.
 DE1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1485.See file dsdata.txt to determine how the superseded data were derived.
 DE1485
 DE1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7802784312(NAD 83)
 DE1485_MARKER: DD = SURVEY DISK
 DE1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1485_SP_SET: CONCRETE POST
 DE1485_STAMPING: AZ MK 008 027 1981
 DE1485_MARK LOGO: SCGS  
 DE1485_PROJECTION: FLUSH
 DE1485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1485+STABILITY: SURFACE MOTION
 DE1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1485+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 DE1485
 DE1485  HISTORY     - Date     Condition        Report By
 DE1485  HISTORY     - 1981     MONUMENTED       SCGS
 DE1485  HISTORY     - 1983     GOOD             SCGS
 DE1485  HISTORY     - 20031028 GOOD             SCGS
 DE1485
 DE1485                          STATION DESCRIPTION
 DE1485
 DE1485'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1485'4.7 KM (2.9 MI) SOUTH FROM CROSS.
 DE1485'4.75 KILOMETERS (2.95 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1485'POST OFFICE IN CROSS, SET ON THE OUTSIDE OF A CURVE BEFORE AN EXXON
 DE1485'STATION, 34.8 METERS (114.5 FEET) SOUTH-SOUTHEAST OF A POWER POLE,
 DE1485'9.8 METERS (32.3 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DE1485'HIGHWAY, 10.1 METERS (33.0 FEET) NORTH-NORTHWEST OF A 48-INCH PINE
 DE1485'TREE.
 DE1485'THE MARK IS 0.90 METERS  S FROM  STEEL POST
 DE1485'THE MARK IS 0.30 M BELOW HIGHWAY.
 DE1485
 DE1485                          STATION RECOVERY (2003)
 DE1485
 DE1485'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1485'STATION IS LOCATED 11.0  MILES NORTHWEST OF MONCKS CORNER, 11.8  MILES
 DE1485'WEST OF BONNEAU.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE1485'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE1485'FROM THE JUNCTION OF STATE HIGHWAYS 311, 6 (RANGER DRIVE) AND  STATE
 DE1485'ROAD 135 (MUDVILLE ROAD) IN CROSS, 10.8 MILES WEST NORTHWEST OF MONCKS
 DE1485'CORNER,  GO EAST NORTHEAST ON HIGHWAY 6 FOR 1.0 MILES TO A SAND ROAD
 DE1485'RIGHT (BOAT LANDING  WAY), CONTINUE ON HIGHWAY 6 FOR 0.05 MILE TO THE
 DE1485'STATION ON THE RIGHT NEAR THE TREE  LINE.' STATION IS A CONCRETE POST
 DE1485'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 33.6 FEET  EAST
 DE1485'NORTHEAST OF THE CENTER OF THE HIGHWAY, 33.6 FEET NORTH OF A 3.0-FOOT
 DE1485'PINE TREE,  115.0 FEET SOUTH SOUTHEAST OF A POWER POLE WITH THREE GUY
 DE1485'WIRES, 1.2 FEET WEST  SOUTHWEST OF A WITNESS POST. NOTE-STATION IS NOT
 DE1485'INTERVISIBLE WITH SURVEY STATION 008 027. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1495 ***********************************************************************
 DE1495  DESIGNATION -  008 028
 DE1495  PID         -  DE1495
 DE1495  STATE/COUNTY-  SC/BERKELEY
 DE1495  USGS QUAD   -  CROSS (1987)
 DE1495
 DE1495                         *CURRENT SURVEY CONTROL
 DE1495  ___________________________________________________________________
 DE1495* NAD 83(2001)-  33 19 49.50608(N)    080 08 44.10776(W)     ADJUSTED  
 DE1495* NAVD 88     -        24.221  (meters)      79.47   (feet)  ADJUSTED  
 DE1495  ___________________________________________________________________
 DE1495  X           -     912,960.944 (meters)                     COMP
 DE1495  Y           -  -5,255,715.838 (meters)                     COMP
 DE1495  Z           -   3,484,630.374 (meters)                     COMP
 DE1495  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DE1495  ELLIP HEIGHT-          -7.89  (meters)          (10/01/04) GPS OBS
 DE1495  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1495  DYNAMIC HT  -          24.196 (meters)      79.38  (feet)  COMP
 DE1495  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 DE1495
 DE1495  HORZ ORDER  -  FIRST
 DE1495  VERT ORDER  -  FIRST     CLASS II
 DE1495  ELLP ORDER  -  FOURTH    CLASS I
 DE1495
 DE1495.The horizontal coordinates were established by GPS observations
 DE1495.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1495
 DE1495.The orthometric height was determined by differential leveling
 DE1495.and adjusted by the National Geodetic Survey in June 1991..
 DE1495
 DE1495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1495
 DE1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1495
 DE1495.The ellipsoidal height was determined by GPS observations
 DE1495.and is referenced to NAD 83.
 DE1495
 DE1495.The geoid height was determined by GEOID03.
 DE1495
 DE1495.The dynamic height is computed by dividing the NAVD 88
 DE1495.geopotential number by the normal gravity value computed on the
 DE1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1495.degrees latitude (g = 980.6199 gals.).
 DE1495
 DE1495.The modeled gravity was interpolated from observed gravity values.
 DE1495
 DE1495;                    North         East     Units Scale Factor Converg.
 DE1495;SPC SC       -   166,351.132   689,132.894   MT  0.99981105   +0 28 25.3
 DE1495;SPC SC       -   545,771.43  2,260,934.69   iFT  0.99981105   +0 28 25.3
 DE1495;UTM  17      - 3,688,243.921   579,518.189   MT  0.99967796   +0 28 10.2
 DE1495
 DE1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1495!SPC SC       -   1.00000124  x   0.99981105  =   0.99981229
 DE1495!UTM  17      -   1.00000124  x   0.99967796  =   0.99967920
 DE1495
 DE1495|---------------------------------------------------------------------|
 DE1495| PID    Reference Object                     Distance      Geod. Az  |
 DE1495|                                                           dddmmss.s |
 DE1495| DE1496 1                                     7.249 METERS 00251     |
 DE1495| DE1888 BONNEAU 3                           APPROX.13.7 KM 0975203.4 |
 DE1495| DE1494 008 028 RM 2                        214.645 METERS 29738     |
 DE1495|---------------------------------------------------------------------|
 DE1495
 DE1495                          SUPERSEDED SURVEY CONTROL
 DE1495
 DE1495  NAD 83(2001)-  33 19 49.50622(N)    080 08 44.11179(W) AD(       ) 2
 DE1495  NAD 83(1986)-  33 19 49.51638(N)    080 08 44.11319(W) AD(       ) 2
 DE1495  NAD 27      -  33 19 48.91459(N)    080 08 44.80834(W) AD(       ) 2
 DE1495  NAVD 88 (10/01/04)   24.22   (m)           79.5    (f) LEVELING    3  
 DE1495  NGVD 29 (03/21/89)   24.519  (m)           80.44   (f) ADJUSTED    1 2
 DE1495
 DE1495.Superseded values are not recommended for survey control.
 DE1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1495.See file dsdata.txt to determine how the superseded data were derived.
 DE1495
 DE1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7951888244(NAD 83)
 DE1495_MARKER: DD = SURVEY DISK
 DE1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1495_SP_SET: CONCRETE POST
 DE1495_STAMPING: HORZ 008 028 1981
 DE1495_MARK LOGO: SCGS  
 DE1495_PROJECTION: PROJECTING 5 CENTIMETERS
 DE1495_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1495+STABILITY: SURFACE MOTION
 DE1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1495+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 DE1495
 DE1495  HISTORY     - Date     Condition        Report By
 DE1495  HISTORY     - 1982     MONUMENTED       SCGS
 DE1495  HISTORY     - 1983     GOOD             SCGS
 DE1495  HISTORY     - 20031028 GOOD             SCGS
 DE1495
 DE1495                          STATION DESCRIPTION
 DE1495
 DE1495'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1495'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) NORTHWEST OF MONCKS
 DE1495'CORNER, 16.9 KM (10.5 MI) WEST OF THE TOWN OF BONNEAU, 10.5 KM (6.5
 DE1495'MI) SOUTH-SOUTHEAST OF EADYTOWN.
 DE1495'
 DE1495'TO REACH THE STATION FROM CROSS POST OFFICE, TURN RIGHT ON HIGHWAY
 DE1495'S-8-971 AND GO EAST FOR .2 KM (0.1 MI) TO GRADED ROAD ON THE LEFT.
 DE1495'TURN LEFT AND GO .08 KM (0.05 MI) TO A Y FORK.  KEEP LEFT AND GO .40
 DE1495'KM (0.25 MI) ENTERING A TRAILER PARK TO A RED SIGN ON LEFT (SUNRISE
 DE1495'CAMPGROUND).  FROM HERE CONTINUE EASTERLY FOR .2 KM (0.1 MI) TO A
 DE1495'SMALL TRAILER AND STATION.
 DE1495'
 DE1495'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1495'---008 028 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1495'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.7 METERS E FROM A
 DE1495'METAL WITNESS POST,  7.5 METERS S FROM A METAL WITNESS POST AT THE
 DE1495'SANTEE COOPER MARK,  3.3 METERS SW FROM A 12 INCH HICKORY TREE, 11.0
 DE1495'METERS SSW FROM A 14 INCH HICKORY TREE, AND  6.1 METERS W FROM
 DE1495'THE CAKE BANK.
 DE1495'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1495'DISK STAMPED---008 028 1981---SET INTO AN IRREGULAR MASS OF
 DE1495'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DE1495'
 DE1495'REFERENCE MARK NO.1 IS A STANDARD SANTEE DISK STAMPED---1977 NO 1---
 DE1495'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DE1495'FLUSH WITH THE GROUND LOCATED  0.3 METERS S FROM A METAL WITNESS
 DE1495'POST,  4.5 METERS W FROM A 14 INCH HICKORY TREE,  7.6 METERS NNE FROM
 DE1495'A METAL WITNES  POST AT THE STATION,  5.8 METERS NW FROM A 12 INCH
 DE1495'HICKORY TREE, AND IS LEVEL WITH THE STATION.
 DE1495'
 DE1495'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1495'DISK STAMPED---RM 2 008 028 1981---SET INTO THE TOP OF A ROUND
 DE1495'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND RM 2 USED
 DE1495'AS AN AZIMUTH MARK. LOCATED  0.7 METERS SE FROM A POWER POST WITH A
 DE1495'METER,  5.2 METERS SE FROM A METAL WITNESS POST, 14.6 METERS W FROM
 DE1495'THE THE NORTHWEST CORNER OF A MOBILE HOME,  5.6 METERS WSW FROM A
 DE1495'DOUBLE TRUNKED PINE TREE, AND IS LEVEL WITH THE STATION.
 DE1495'
 DE1495'TO REACH RM 2 FROM STATION GO NW FROM STATION FOR 0.24 K (0.15 MI) TO
 DE1495'THE MARK BETWEEN TWO TRAILER LOTS.
 DE1495
 DE1495                          STATION RECOVERY (1983)
 DE1495
 DE1495'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1495'IN CROSS.
 DE1495'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1495'CROSS POST OFFICE, THENCE 0.2 KILOMETER (0.1 MILE) EASTERLY ALONG
 DE1495'COUNTY ROAD S-8-971 TO A SAND ROAD LEFT LEADING TO THE SANTEE COOPER
 DE1495'BOAT ACCESS AND THE S AND S CAMPGROUND, THENCE 0.5 KILOMETER (0.3
 DE1495'MILE) SOUTHEAST ALONG THE SAND ROAD TO A CHAIN LINK FENCE AND GATE,
 DE1495'CONTINUE THROUGH GATE 0.1 KILOMETER (0.05 MILE) SOUTHEAST ALONG THE
 DE1495'SAND ROAD, SET NEAR A 24-INCH LONE PINE TREE WHERE AN INLET IS USED
 DE1495'FOR BOAT DOCKING, 15.15 METERS (49.7 FEET) SOUTH-SOUTHEAST OF THE PINE
 DE1495'TREE, 23.8 METERS (78.08 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 DE1495'CENTER OF THE SAND ROAD, 5.8 METERS (19.0 FEET) WEST-NORTHWEST OF THE
 DE1495'WATERS EDGE.
 DE1495'THE MARK IS 0.70 METERS  ENE FROM A WITNESS POST.
 DE1495'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DE1495
 DE1495                          STATION RECOVERY (2003)
 DE1495
 DE1495'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1495'STATION IS LOCATED 10.95 MILES WEST OF BONNEAU, 12.05 MILES NORTHWEST
 DE1495'OF MONCKS  CORNER. OWNERSHIP--SANTEE COOPER SURVEY DEPARTMENT, ROUTE 1
 DE1495'RIVERWOOD DRIVE,  MONCKS CORNER, SC 29461, PHONE 843-761-4029. TO
 DE1495'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 311, 6 (RANGER
 DE1495'DRIVE) AND  STATE ROAD 135 (MUDVILLE ROAD) IN CROSS, 10.8 MILES WEST
 DE1495'NORTHWEST OF MONCKS CORNER,  GO EAST ON HIGHWAY 6 FOR 4.05 MILES TO
 DE1495'THE JUNCTION OF STATE ROAD 971, TURN RIGHT ON  ROAD 971 FOR 0.05 MILE
 DE1495'TO AN ENTRANCE ROAD LEFT TO THE (S AND S CAMPGROUND LANE),  TURN LEFT
 DE1495'ON THE CAMPGROUND LANE FOR 0.3 MILE TO A GATED AREA AT THE CAMPGROUNDS
 DE1495'AREA OVERLOOKING THE LAKE, PROCEED AHEAD THROUGH THE GATE FOR 0.1 MILE
 DE1495'TO THE  STATION NEAR THE WATERS EDGE ON THE RIGHT SIDE OF AN INLET
 DE1495'USED AS A BOAT LAUNCH. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT,
 DE1495'36.5 FEET SOUTH SOUTHWEST OF A 1.5-FOOT  SCRUB OAK TREE, 17.8 FEET
 DE1495'EAST OF THE NORTHEAST CORNER OF A WOODEN PATIO OF A CAMPER  SITE, 26.3
 DE1495'FEET EAST SOUTHEAST OF A 1.6-FOOT PIN OAK TREE. NOTE-STATION IS NOT
 DE1495'INTERVISIBLE WITH SURVEY STATION 008 028 RM 2. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1494 ***********************************************************************
 DE1494  DESIGNATION -  008 028 RM 2
 DE1494  PID         -  DE1494
 DE1494  STATE/COUNTY-  SC/BERKELEY
 DE1494  USGS QUAD   -  CROSS (1987)
 DE1494
 DE1494                         *CURRENT SURVEY CONTROL
 DE1494  ___________________________________________________________________
 DE1494* NAD 83(2001)-  33 19 52.73658(N)    080 08 51.46127(W)     ADJUSTED  
 DE1494* NAVD 88     -        25.593  (meters)      83.97   (feet)  ADJUSTED  
 DE1494  ___________________________________________________________________
 DE1494  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DE1494  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1494  DYNAMIC HT  -          25.566 (meters)      83.88  (feet)  COMP
 DE1494  MODELED GRAV-     979,598.9   (mgal)                       NAVD 88
 DE1494
 DE1494  HORZ ORDER  -  THIRD
 DE1494  VERT ORDER  -  FIRST     CLASS II
 DE1494
 DE1494.The horizontal coordinates were established by classical geodetic methods
 DE1494.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1494
 DE1494.The orthometric height was determined by differential leveling
 DE1494.and adjusted by the National Geodetic Survey in June 1991..
 DE1494
 DE1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1494
 DE1494.The geoid height was determined by GEOID03.
 DE1494
 DE1494.The dynamic height is computed by dividing the NAVD 88
 DE1494.geopotential number by the normal gravity value computed on the
 DE1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1494.degrees latitude (g = 980.6199 gals.).
 DE1494
 DE1494.The modeled gravity was interpolated from observed gravity values.
 DE1494
 DE1494;                    North         East     Units Scale Factor Converg.
 DE1494;SPC SC       -   166,449.066   688,941.939   MT  0.99981095   +0 28 21.2
 DE1494;SPC SC       -   546,092.74  2,260,308.20   iFT  0.99981095   +0 28 21.2
 DE1494;UTM  17      - 3,688,341.856   579,327.266   MT  0.99967758   +0 28 06.2
 DE1494
 DE1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1494!SPC SC       -   1.00000102  x   0.99981095  =   0.99981197
 DE1494!UTM  17      -   1.00000102  x   0.99967758  =   0.99967860
 DE1494
 DE1494                          SUPERSEDED SURVEY CONTROL
 DE1494
 DE1494  NAD 83(2001)-  33 19 52.73667(N)    080 08 51.46533(W) AD(       ) 2
 DE1494  NAD 83(1986)-  33 19 52.74684(N)    080 08 51.46672(W) AD(       ) 2
 DE1494  NAD 27      -  33 19 52.14513(N)    080 08 52.16166(W) AD(       ) 2
 DE1494  NAVD 88 (10/01/04)   25.59   (m)           84.0    (f) LEVELING    3  
 DE1494  NGVD 29 (03/21/89)   25.891  (m)           84.94   (f) ADJUSTED    1 2
 DE1494
 DE1494.Superseded values are not recommended for survey control.
 DE1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1494.See file dsdata.txt to determine how the superseded data were derived.
 DE1494
 DE1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7932788342(NAD 83)
 DE1494_MARKER: DD = SURVEY DISK
 DE1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1494_SP_SET: CONCRETE POST
 DE1494_STAMPING: RM 2 008 028 1981
 DE1494_MARK LOGO: SCGS  
 DE1494_PROJECTION: FLUSH
 DE1494_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1494+STABILITY: SURFACE MOTION
 DE1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1494+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 DE1494
 DE1494  HISTORY     - Date     Condition        Report By
 DE1494  HISTORY     - 1981     MONUMENTED       SCGS
 DE1494  HISTORY     - 1983     GOOD             SCGS
 DE1494  HISTORY     - 20031028 GOOD             SCGS
 DE1494
 DE1494                          STATION DESCRIPTION
 DE1494
 DE1494'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1494'IN CROSS.
 DE1494'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1494'CROSS POST OFFICE, THENCE 0.2 KILOMETER (0.1 MILE) EASTERLY ALONG
 DE1494'COUNTY ROAD S-8-971 TO A SAND ROAD LEFT LEADING TO SANTEE COOPER BOAT
 DE1494'ACCESS AND THE S AND S CAMPGROUND, THENCE 0.3 KILOMETER (0.2 MILE)
 DE1494'SOUTHEAST ALONG THE SAND ROAD, SET NEAR A POWER POLE NEAR A WIRE FENCE
 DE1494'ON THE NORTH SIDE OF A MOBILE HOME COURT, 52.2 METERS (171.26 FEET)
 DE1494'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE EASTERN MOST DUPLEX OF
 DE1494'THREE IN A ROW, 5.6 METERS (18.5 FEET) SOUTH-SOUTHEAST OF A WIRE FENCE
 DE1494'LINE, 5.2 METERS (17.0 FEET) SOUTH-SOUTHEAST OF THE POWER POLE,
 DE1494'5.5 METERS (18.0 FEET) WEST-SOUTHWEST OF A DOUBLE TRUNK PINE TREE,
 DE1494'37.37 METERS (122.6 FEET) NORTH OF THE APPROXIMATE CENTER OF THE SAND
 DE1494'ROAD.
 DE1494'THE MARK IS 0.70 METERS  SSE FROM A WITNESS POST.
 DE1494
 DE1494                          STATION RECOVERY (2003)
 DE1494
 DE1494'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1494'STATION IS LOCATED 11.1 MILES WEST OF BONNEAU, 12.15 MILES NORTHWEST
 DE1494'OF MONCKS CORNER.   OWNERSHIP--SANTEE COOPER SURVEY DEPARTMENT, ROUTE
 DE1494'1 RIVERWOOD DRIVE, MONCKS  CORNER, SC 29461, PHONE 843-761-4029. TO
 DE1494'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 311, 6 (RANGER
 DE1494'DRIVE) AND  STATE ROAD 135 (MUDVILLE ROAD) IN CROSS, 10.8 MILES WEST
 DE1494'NORTHWEST OF MONCKS CORNER,  GO EAST ON HIGHWAY 6 FOR 4.05 MILES TO
 DE1494'THE JUNCTION OF STATE ROAD 971, TURN RIGHT ON  ROAD 971 FOR 0.05 MILE
 DE1494'TO AN ENTRANCE ROAD LEFT TO THE (S AND S CAMPGROUND LANE),  TURN LEFT
 DE1494'ON THE CAMPGROUND LANE FOR 0.25 MILE TO THE STATION ON THE LEFT NEAR
 DE1494'THE  REAR STEPS TO THE BACK PORCH OF A MOBILE HOME NUMBER 848. STATION
 DE1494'IS A CONCRETE POST FLUSH WITH THE GROUND, 1.8 FEET NORTH OF THE  NORTH
 DE1494'CORNER OF THE NORTHWEST HANDRAIL AT THE BACK PORCH STEPS, 9.8 FEET
 DE1494'SOUTHEAST OF THE EAST CORNER OF A SMALL WOODEN SHED, 1.8 FEET SOUTH OF
 DE1494'THE  SOUTH CORNER OF THE WEST CORNER POST AT THE BACK PORCH.
 DE1494'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 028.
 DE1494'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1889 ***********************************************************************
 DE1889  DESIGNATION -  008 029
 DE1889  PID         -  DE1889
 DE1889  STATE/COUNTY-  SC/BERKELEY
 DE1889  USGS QUAD   -  CHICORA (1987)
 DE1889
 DE1889                         *CURRENT SURVEY CONTROL
 DE1889  ___________________________________________________________________
 DE1889* NAD 83(2001)-  33 22 17.48217(N)    080 07 05.76441(W)     ADJUSTED  
 DE1889* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 DE1889  ___________________________________________________________________
 DE1889  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DE1889  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1889
 DE1889  HORZ ORDER  -  SECOND
 DE1889
 DE1889.The horizontal coordinates were established by classical geodetic methods
 DE1889.and adjusted by the National Geodetic Survey in March 2004..
 DE1889
 DE1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1889
 DE1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1889
 DE1889.The geoid height was determined by GEOID03.
 DE1889
 DE1889;                    North         East     Units Scale Factor Converg.
 DE1889;SPC SC       -   170,930.380   691,636.795   MT  0.99980709   +0 29 19.8
 DE1889;SPC SC       -   560,795.21  2,269,149.59   iFT  0.99980709   +0 29 19.8
 DE1889;UTM  17      - 3,692,822.406   582,022.087   MT  0.99968294   +0 29 06.1
 DE1889
 DE1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1889!SPC SC       -   1.00000103  x   0.99980709  =   0.99980812
 DE1889!UTM  17      -   1.00000103  x   0.99968294  =   0.99968397
 DE1889
 DE1889:                Primary Azimuth Mark                     Grid Az
 DE1889:SPC SC       -  008 029 AZ MK                            027 34 29.8
 DE1889:UTM  17      -  008 029 AZ MK                            027 34 43.5
 DE1889
 DE1889|---------------------------------------------------------------------|
 DE1889| PID    Reference Object                     Distance      Geod. Az  |
 DE1889|                                                           dddmmss.s |
 DE1889| DE1885 008 029 AZ MK                       APPROX. 1.6 KM 0280349.6 |
 DE1889| DE2568 008 029 RM 1                         20.158 METERS 10016     |
 DE1889|---------------------------------------------------------------------|
 DE1889
 DE1889                          SUPERSEDED SURVEY CONTROL
 DE1889
 DE1889  NAD 83(1986)-  33 22 17.49241(N)    080 07 05.76603(W) AD(       ) 2
 DE1889  NAD 27      -  33 22 16.89632(N)    080 07 06.45832(W) AD(       ) 2
 DE1889  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG       
 DE1889
 DE1889.Superseded values are not recommended for survey control.
 DE1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1889.See file dsdata.txt to determine how the superseded data were derived.
 DE1889
 DE1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8202292822(NAD 83)
 DE1889_MARKER: DD = SURVEY DISK
 DE1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1889
 DE1889  HISTORY     - Date     Condition        Report By
 DE1889  HISTORY     - 1982     MONUMENTED       SCGS
 DE1889  HISTORY     - 20031201 MARK NOT FOUND   SCGS
 DE1889
 DE1889                          STATION DESCRIPTION
 DE1889
 DE1889'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1889'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF PINEVILLE,
 DE1889'ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF STATE HIGHWAY 45, ABOUT 2.8 KM
 DE1889'(1.75 MI) WEST-SOUTHWEST OF LAKE MOULTRIE, ABOUT 1000 FEET WEST OF A
 DE1889'POWER PLANT.
 DE1889'
 DE1889'TO REACH THE STATION FROM THE PINEVILLE POST OFFICE, GO SOUTHWESTERLY
 DE1889'ON STATE HIGHWAY 45 FOR 9.5 KM (5.9 MI) TO A Y FORK, JUNCTION OF
 DE1889'HIGHWAY 31, KEEP LEFT, CONTINUE ON STATE HIGHWAY 45 FOR 3.7 KM (2.3
 DE1889'MI) TO A SIDE ROAD LEFT, GO EASTERLY ON PAVED ROAD FOR 2.5 KM (1.55
 DE1889'MI) TO A SIDE ROAD RIGHT, JUST BEFORE REACHING RAILROAD CROSSING A
 DE1889'GRAVEL AND SAND PLANT AND THE AZIMUTH MARK BETWEEN SIDE ROAD RIGHT
 DE1889'AND ROALROAD TRACKS.  TURN RIGHT, GO SOUTHWESTERLY ON PAVED ROAD
 DE1889'TOWARD A POWER PLANT FOR 1.6 KM (1.0 MI) TO THE STATION ON RIGHT.
 DE1889'
 DE1889'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1889'---008 029 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1889'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 36.9 METERS NW FROM THE
 DE1889'CENTER OF ROAD, 19.3 METERS NW FROM THE WITNESS POST,  6.6 METERS N
 DE1889'FROM THE POINT WHERE ROAD CURVES, AND 51.8 METERS NW FROM THE FENCE
 DE1889'AROUND POWER PLANT.
 DE1889'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1889'DISK STAMPED---008 029 1981---SET INTO AN IRREGULAR MASS OF
 DE1889'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DE1889'
 DE1889'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1889'DISK STAMPED---008 029 RM 1 1981---SET INTO THE TOP OF A ROUND
 DE1889'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1889'17.7 METERS NW FROM THE CENTER OF ROAD, 64.0 METERS NE FROM THE POINT
 DE1889'WHERE ROAD CURVES LEFT, 32.6 METERS NW FROM THE FENCE AROUND POWER
 DE1889'PLANT,  0.6 METERS N FROM THE WITNESS POST, AND IS LEVEL WITH THE
 DE1889'STATION.
 DE1889'
 DE1889'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1889'STAMPED---008 029 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1889'MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND SURFACE, 34.0
 DE1889'FT SSW OF CENTER OF PAVED ROAD.  SSW OF WNW OF WITNESS POST. LOCATED
 DE1889'25.0 METERS SE FROM THE CENTER OF PAVED ROAD, 21.6 METERS NW FROM THE
 DE1889'CENTER OF RAILROAD TRACKS, 11.6 METERS SE FROM THE TELEPHONE JUNCTION
 DE1889'BOX, AND  2.1 METERS WNW FROM THE POWER LINE POLE.
 DE1889'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON PAVED
 DE1889'ROAD FOR 1.6 KM (1.0 MI) TO A T ROAD,  TURN RIGHT FOR ABOUT 100 FEET
 DE1889'TO MARK ON RIGHT, JUST BEFORE REACHING RAILROAD CROSSING.
 DE1889
 DE1889                          STATION RECOVERY (2003)
 DE1889
 DE1889'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1889'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1889'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1889'LOCATED THIS STATION WITH NO  RESULTS,  POSITIONS LED TO AN AREA
 DE1889'RECENTLY REGRADED FOR A PARKING LOT, PRESUMED  DESTROYED. RECOVERY BY
 DE1889'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1885 ***********************************************************************
 DE1885  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1885  DESIGNATION -  008 029 AZ MK
 DE1885  PID         -  DE1885
 DE1885  STATE/COUNTY-  SC/BERKELEY
 DE1885  USGS QUAD   -  PINEVILLE (1987)
 DE1885
 DE1885                         *CURRENT SURVEY CONTROL
 DE1885  ___________________________________________________________________
 DE1885* NAD 83(2001)-  33 23 02.68060(N)    080 06 37.04017(W)     ADJUSTED  
 DE1885* NAVD 88     -        24.38   (meters)      80.0    (feet)  GPS OBS   
 DE1885  ___________________________________________________________________
 DE1885  X           -     915,636.484 (meters)                     COMP
 DE1885  Y           -  -5,251,928.752 (meters)                     COMP
 DE1885  Z           -   3,489,601.442 (meters)                     COMP
 DE1885  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DE1885  ELLIP HEIGHT-          -7.72  (meters)          (10/01/04) GPS OBS
 DE1885  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE1885
 DE1885  HORZ ORDER  -  FIRST
 DE1885  ELLP ORDER  -  FOURTH    CLASS I
 DE1885
 DE1885.The horizontal coordinates were established by GPS observations
 DE1885.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1885
 DE1885.The orthometric height was determined by GPS observations and a
 DE1885.high-resolution geoid model using precise GPS observation and
 DE1885.processing techniques.
 DE1885
 DE1885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1885
 DE1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1885
 DE1885.The ellipsoidal height was determined by GPS observations
 DE1885.and is referenced to NAD 83.
 DE1885
 DE1885.The geoid height was determined by GEOID03.
 DE1885
 DE1885;                    North         East     Units Scale Factor Converg.
 DE1885;SPC SC       -   172,328.925   692,367.157   MT  0.99980598   +0 29 35.7
 DE1885;SPC SC       -   565,383.61  2,271,545.79   iFT  0.99980598   +0 29 35.7
 DE1885;UTM  17      - 3,694,220.731   582,752.451   MT  0.99968443   +0 29 22.5
 DE1885
 DE1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1885!SPC SC       -   1.00000121  x   0.99980598  =   0.99980719
 DE1885!UTM  17      -   1.00000121  x   0.99968443  =   0.99968564
 DE1885
 DE1885                          SUPERSEDED SURVEY CONTROL
 DE1885
 DE1885  NAD 83(2001)-  33 23 02.67994(N)    080 06 37.03841(W) AD(       ) 2
 DE1885  NAD 83(1986)-  33 23 02.69025(N)    080 06 37.04021(W) AD(       ) 2
 DE1885  NAD 27      -  33 23 02.09453(N)    080 06 37.73159(W) AD(       ) 2
 DE1885  NGVD 29 (07/19/86)   24.8    (m)           81.     (f) VERT ANG       
 DE1885
 DE1885.Superseded values are not recommended for survey control.
 DE1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1885.See file dsdata.txt to determine how the superseded data were derived.
 DE1885
 DE1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8275294221(NAD 83)
 DE1885_MARKER: DD = SURVEY DISK
 DE1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1885_SP_SET: CONCRETE POST
 DE1885_STAMPING: 008 029 AZ MK 1981
 DE1885_MARK LOGO: SCGS  
 DE1885_PROJECTION: FLUSH
 DE1885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1885+STABILITY: SURFACE MOTION
 DE1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1885+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 DE1885
 DE1885  HISTORY     - Date     Condition        Report By
 DE1885  HISTORY     - 1981     MONUMENTED       SCGS
 DE1885  HISTORY     - 19930920 GOOD             SCGS
 DE1885  HISTORY     - 20031201 GOOD             SCGS
 DE1885
 DE1885                          STATION DESCRIPTION
 DE1885
 DE1885'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1885'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTHWEST OF PINEVILLE.
 DE1885'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1885'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1885'PINEVILLE POST OFFICE, GO SOUTHWEST ON STATE HIGHWAY 45 FOR 5.9 MILES
 DE1885'(9.5 KM) TO THE JUNCTION OF STATE ROAD 31, BEAR LEFT ON HIGHWAY 45
 DE1885'FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF STATE ROAD 708, TURN LEFT
 DE1885'ON ROAD 708 FOR 1.55 MILES (2.49 KM) TO A SIDE ROAD RIGHT AND THE
 DE1885'STATION NEAR A POWER POLE BETWEEN THE SIDE ROAD RIGHT AND A SET OF
 DE1885'RAILROAD TRACKS. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 DE1885'10.4 METERS (34.1 FT) SOUTH SOUTHWEST OF THE CENTER OF THE PAVED
 DE1885'ROAD, 25.0 METERS (82.0 FT) SOUTHEAST OF THE CENTER OF THE PAVED
 DE1885'ROAD, 21.6 METERS (70.9 FT) NORTHWEST OF THE CENTER OF THE TRACKS,
 DE1885'11.6 METERS (38.1 FT) SOUTHEAST OF THE TELEPHONE JUNCTION BOX, 2.1
 DE1885'METERS (6.9 FT) WEST NORTHWEST OF THE POWER POLE, 1.7 METERS
 DE1885'(5.6 FT) WEST NORTHWEST OF A WITNESS POST.
 DE1885
 DE1885                          STATION RECOVERY (2003)
 DE1885
 DE1885'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1885'STATION IS LOCATED 10.95 MILES WEST OF SAINT STEPHEN, 14.15 MILES
 DE1885'NORTH NORTHWEST OF  MONCKS CORNER.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1885'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 DE1885'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE1885'6, 45 (TROJAN ROAD) AND  STATE ROAD 717 (SPRING PLAINS ROAD), 10.7
 DE1885'MILES EAST SOUTHEAST OF EUTAWVILLE, GO EAST  SOUTHEAST ON HIGHWAY 45
 DE1885'FOR 3.85 MILES TO THE JUNCTION OF STATE ROAD 708 (VIPER ROAD),  TURN
 DE1885'RIGHT ON ROAD 708 FOR 1.45 MILES TO THE STATION ON THE RIGHT NEAR A
 DE1885'POWER POLE IN  THE SOUTH ANGLE OF THE JUNCTION OF A PAVED ROAD RIGHT
 DE1885'(CROSS STATION ROAD) LEADING  TO THE SANTEE COOPER CROSS GENERATING
 DE1885'STATION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 DE1885'WITH THE ROADS, 6.6  FEET NORTHWEST OF A POWER POLE WITH FOUR GUY
 DE1885'WIRES AND A SCGS REFERENCE  WASHER ATTACHED, 69.6 FEET NORTHWEST OF
 DE1885'THE NORTHWEST RAIL OF A SET OF  RAILROAD TRACKS, 35.4 FEET SOUTHWEST
 DE1885'OF THE CENTER OF ROAD 708, 78.5 FEET SOUTHEAST OF  THE CENTER OF CROSS
 DE1885'STATION ROAD, 46.6 FEET NORTH OF THE EAST LEG OF A METAL  SIGN (SANTEE
 DE1885'COOPER CROSS GENERATING STATION), 6.1 FEET NORTHWEST OF A  WITNESS
 DE1885'POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1883 ***********************************************************************
 DE1883  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1883  DESIGNATION -  008 030
 DE1883  PID         -  DE1883
 DE1883  STATE/COUNTY-  SC/BERKELEY
 DE1883  USGS QUAD   -  PINEVILLE (1987)
 DE1883
 DE1883                         *CURRENT SURVEY CONTROL
 DE1883  ___________________________________________________________________
 DE1883* NAD 83(2001)-  33 24 59.33524(N)    080 05 25.56557(W)     ADJUSTED  
 DE1883* NAVD 88     -        24.47   (meters)      80.3    (feet)  GPS OBS   
 DE1883  ___________________________________________________________________
 DE1883  X           -     917,115.856 (meters)                     COMP
 DE1883  Y           -  -5,249,662.302 (meters)                     COMP
 DE1883  Z           -   3,492,601.905 (meters)                     COMP
 DE1883  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DE1883  ELLIP HEIGHT-          -7.64  (meters)          (10/01/04) GPS OBS
 DE1883  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1883
 DE1883  HORZ ORDER  -  FIRST
 DE1883  ELLP ORDER  -  FOURTH    CLASS I
 DE1883
 DE1883.The horizontal coordinates were established by GPS observations
 DE1883.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1883
 DE1883.The orthometric height was determined by GPS observations and a
 DE1883.high-resolution geoid model using precise GPS observation and
 DE1883.processing techniques.
 DE1883
 DE1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1883
 DE1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1883
 DE1883.The ellipsoidal height was determined by GPS observations
 DE1883.and is referenced to NAD 83.
 DE1883
 DE1883.The geoid height was determined by GEOID03.
 DE1883
 DE1883;                    North         East     Units Scale Factor Converg.
 DE1883;SPC SC       -   175,938.148   694,182.449   MT  0.99980334   +0 30 15.3
 DE1883;SPC SC       -   577,224.90  2,277,501.47   iFT  0.99980334   +0 30 15.3
 DE1883;UTM  17      - 3,697,829.417   584,567.748   MT  0.99968817   +0 30 03.4
 DE1883
 DE1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1883!SPC SC       -   1.00000120  x   0.99980334  =   0.99980454
 DE1883!UTM  17      -   1.00000120  x   0.99968817  =   0.99968937
 DE1883
 DE1883|---------------------------------------------------------------------|
 DE1883| PID    Reference Object                     Distance      Geod. Az  |
 DE1883|                                                           dddmmss.s |
 DE1883| DE2569 008 030 RM 1                         12.346 METERS 12349     |
 DE1883| DE1884 008 030 AZ MK                       189.859 METERS 34312     |
 DE1883|---------------------------------------------------------------------|
 DE1883
 DE1883                          SUPERSEDED SURVEY CONTROL
 DE1883
 DE1883  NAD 83(2001)-  33 24 59.31063(N)    080 05 25.57179(W) AD(       ) 2
 DE1883  NAD 83(1986)-  33 24 59.32078(N)    080 05 25.57325(W) AD(       ) 2
 DE1883  NAD 27      -  33 24 58.72805(N)    080 05 26.26673(W) AD(       ) 2
 DE1883  NGVD 29 (07/19/86)   24.6    (m)           81.     (f) VERT ANG       
 DE1883
 DE1883.Superseded values are not recommended for survey control.
 DE1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1883.See file dsdata.txt to determine how the superseded data were derived.
 DE1883
 DE1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8456897829(NAD 83)
 DE1883_MARKER: DD = SURVEY DISK
 DE1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1883_STAMPING: HORZ 008 030 1981
 DE1883_MARK LOGO: SCGS  
 DE1883_PROJECTION: PROJECTING 15 CENTIMETERS
 DE1883_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1883+STABILITY: SURFACE MOTION
 DE1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1883+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003
 DE1883
 DE1883  HISTORY     - Date     Condition        Report By
 DE1883  HISTORY     - 1982     MONUMENTED       SCGS
 DE1883  HISTORY     - 20031119 GOOD             SCGS
 DE1883
 DE1883                          STATION DESCRIPTION
 DE1883
 DE1883'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1883'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF PINEVILLE,
 DE1883'ABOUT 3.2 KM (2.0 MI) NORTHWEST OF LAKE MOULTRIE, ABOUT 3.7 KM (2.3
 DE1883'MI) EAST-SOUTHEAST OF STATE HIGHWAY 45, ABOUT 700 FEET WEST OF POINT
 DE1883'WHERE A RAILROAD CROSSES OVER A SMALL CANAL, IN A AREA THAT HAS BEEN
 DE1883'CLEARED OF TREE BRUSH.  FOR INFORMATION CONTACT--  MR. GEORGE
 DE1883'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DE1883'29202, PHONE (803) 758-3414.
 DE1883'
 DE1883'TO REACH THE STATION FROM THE PINEVILLE POST OFFICE, GO SOUTHWESTERLY
 DE1883'ON STATE HIGHWAY 45 FOR 9.2 KM (5.7 MI) TO A SIDE ROAD LEFT AND
 DE1883'GARBAGE DISPOSAL DUMPSTERS ON LEFT.  TURN SHARP LEFT AND FOLLOW
 DE1883'GRADED EAST-SOUTHEAST FOR 2.2 KM (1.35 MI) TO FORKS, KEEP RIGHT,
 DE1883'CONTINUE SOUTHEASTERLY ON A GRADED ROAD FOR 1.2 KM (0.75 MI) TO THE
 DE1883'AZIMUTH MARK ON RIGHT, CONTINUE AHEAD FOR 0.1 KM (0.05 MI) TO DIM
 DE1883'FORK (ABOUT 0.1 MI BEFORE REACHING RAILROAD TRACKS), KEEP RIGHT, GO
 DE1883'SOUTHEAST ACROSS A CLEARED FOR ABOUT 400 FEET STATION.
 DE1883'
 DE1883'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1883'---008 030 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1883'CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND LOCATED 62.2 METERS
 DE1883'WNW FROM THE CENTER OF RAILROAD TRACKS, 13.4 METERS SW FROM THE
 DE1883'CENTER OF POWER LINE, 12.8 METERS W FROM THE WITNESS POST,  7.7
 DE1883'METERS NE FROM THE WITNESS POST, AND 78.0 METERS WNW FROM THE SOUTH
 DE1883'ONE OF  2 POWER LINE POLES.
 DE1883'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1883'DISK STAMPED---008 030 1981---SET INTO AN IRREGULAR MASS OF
 DE1883'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DE1883'
 DE1883'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1883'DISK STAMPED---008 030 RM 1 1981---SET INTO THE TOP OF A ROUND
 DE1883'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND
 DE1883'LOCATED 50.0 METERS NW FROM THE CENTER OF RAILROAD, 43.9 METERS S
 DE1883'FROM THE CENTER OF POWER LINE, 73.2 METERS SSW FROM THE SOUTH ONE OF
 DE1883'2 POWER LINE POLES, 16.4 METERS ESE FROM THE WITNESS POST, AND  0.8
 DE1883'METERS NE FROM THE WITNESS POST.
 DE1883'
 DE1883'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1883'STAMPED---008 030 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1883'MONUMENT 30 CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND LOCATED
 DE1883'4.0 METERS SW FROM THE CENTER OF DIRT ROAD, 10.0 METERS SW FROM THE
 DE1883'EDGE OF RIVER BANK, AND  0.5 METERS W FROM THE WITNESS POST.
 DE1883'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON TRACK ROAD
 DE1883'FOR 0.1 KM (0.05 MI) TO DIRT ROAD, TURN LEFT, GO NORTHWEST ON DIRT
 DE1883'ROAD FOR 0.1 KM (0.05 MI) TO MARK ON LEFT.
 DE1883
 DE1883                          STATION RECOVERY (2003)
 DE1883
 DE1883'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1883'STATION IS LOCATED 9.75 MILES WEST OF SAINT STEPHEN, 15.85 MILES NORTH
 DE1883'NORTHWEST OF  MONKS CORNER.  OWNERSHIP--SANTEE COOPER SURVEY
 DE1883'DEPARTMENT, ROUTE 1 RIVERWOOD  DRIVE, MONCKS CORNER, SC 29461, PHONE
 DE1883'843-761-4029. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE1883'6, 45 (TROJAN ROAD) AND  STATE ROAD 717 (SPRING PLAINS ROAD), 10.7
 DE1883'MILES EAST SOUTHEAST OF EUTAWVILLE, GO EAST  SOUTHEAST ON HIGHWAY 45
 DE1883'FOR 5.95 MILES TO THE JUNCTION OF STATE ROAD 31 (EDGEWATER  ROAD)
 DE1883'LEFT, CONTINUE ON HIGHWAY 45 FOR 0.8 MILE TO THE JUNCTION OF A SAND
 DE1883'ROAD RIGHT  (OLD CANAL ROAD), TURN RIGHT ON THE SAND ROAD FOR 0.05
 DE1883'MILE TO A LOCKED GATE (KEY  OBTAINED FROM THE SANTEE COOPER SURVEY
 DE1883'DEPARTMENT), CONTINUE THROUGH GATE FOR  1.3 MILES TO A Y-JUNCTION OF
 DE1883'SAND ROADS, BEAR RIGHT ON THE SAND ROAD FOR 0.4 MILE TO  THE STATION
 DE1883'ON THE RIGHT IN AN OPEN AREA OFF THE ROAD. STATION IS A CONCRETE POST
 DE1883'PROJECTING 0.5 FOOT, 40.3 FEET NORTHWEST OF SURVEY  STATION 008 030 RM
 DE1883'1, 25.2 FEET EAST NORTHEAST OF A METAL NGS WITNESS POST, 41.7 FEET
 DE1883'NORTHWEST OF A METAL NGS WITNESS POST BESIDE STATION 008 030 RM 1,
 DE1883'52.0 FEET  SOUTHWEST OF A 0.8-FOOT PINE TREE WITH A SCGS REFERENCE
 DE1883'WASHER ATTACHED, 410.0  FEET SOUTH SOUTHWEST OF THE CENTER OF CANAL
 DE1883'SIDE ROAD, 1.8 FEET EAST NORTHEAST  OF A FIBERGLASS WITNESS POST.
 DE1883'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1884 ***********************************************************************
 DE1884  DESIGNATION -  008 030 AZ MK
 DE1884  PID         -  DE1884
 DE1884  STATE/COUNTY-  SC/BERKELEY
 DE1884  USGS QUAD   -  PINEVILLE (1987)
 DE1884
 DE1884                         *CURRENT SURVEY CONTROL
 DE1884  ___________________________________________________________________
 DE1884* NAD 83(2001)-  33 25 05.23447(N)    080 05 27.69049(W)     ADJUSTED  
 DE1884* NAVD 88     -        25.7    (meters)      84.     (feet)  VERTCON   
 DE1884  ___________________________________________________________________
 DE1884  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DE1884  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1884
 DE1884  HORZ ORDER  -  SECOND
 DE1884
 DE1884.The horizontal coordinates were established by classical geodetic methods
 DE1884.and adjusted by the National Geodetic Survey in March 2004..
 DE1884
 DE1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1884
 DE1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1884
 DE1884.The geoid height was determined by GEOID03.
 DE1884
 DE1884;                    North         East     Units Scale Factor Converg.
 DE1884;SPC SC       -   176,119.371   694,125.963   MT  0.99980321   +0 30 14.2
 DE1884;SPC SC       -   577,819.46  2,277,316.15   iFT  0.99980321   +0 30 14.2
 DE1884;UTM  17      - 3,698,010.622   584,511.279   MT  0.99968805   +0 30 02.3
 DE1884
 DE1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1884!SPC SC       -   1.00000100  x   0.99980321  =   0.99980421
 DE1884!UTM  17      -   1.00000100  x   0.99968805  =   0.99968905
 DE1884
 DE1884                          SUPERSEDED SURVEY CONTROL
 DE1884
 DE1884  NAD 83(1986)-  33 25 05.24462(N)    080 05 27.69197(W) AD(       ) 2
 DE1884  NAD 27      -  33 25 04.65209(N)    080 05 28.38516(W) AD(       ) 2
 DE1884  NGVD 29 (07/19/86)   26.0    (m)           85.     (f) VERT ANG       
 DE1884
 DE1884.Superseded values are not recommended for survey control.
 DE1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1884.See file dsdata.txt to determine how the superseded data were derived.
 DE1884
 DE1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8451198011(NAD 83)
 DE1884_MARKER: DD = SURVEY DISK
 DE1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1884_SP_SET: CONCRETE POST
 DE1884_STAMPING: 008 030 AZ MK 1981
 DE1884_MARK LOGO: SCGS  
 DE1884_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1884+STABILITY: SURFACE MOTION
 DE1884
 DE1884  HISTORY     - Date     Condition        Report By
 DE1884  HISTORY     - 1981     MONUMENTED       SCGS
 DE1884  HISTORY     - 19930920 GOOD             SCGS
 DE1884  HISTORY     - 20031201 MARK NOT FOUND   SCGS
 DE1884
 DE1884                          STATION DESCRIPTION
 DE1884
 DE1884'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1884'STATION IS LOCATED 3.5 MILES (5.6 KM) SOUTHWEST OF PINEVILLE, 2.0
 DE1884'MILES (3.2 KM) NORTHWEST OF LAKE MOULTRIE. OWNERSHIP--SCDOT, DIRECTOR
 DE1884'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1884'803-737-1350. TO REACH THE STATION FROM THE PINEVILLE POST OFFICE, GO
 DE1884'SOUTHWEST ON HIGHWAY 45 FOR 5.7 MILES (9.2 KM) TO A SIDE ROAD LEFT
 DE1884'AND GARBAGE DISPOSAL DUMPSTERS ON THE LEFT, TURN SHARP LEFT ON A
 DE1884'GRADED ROAD FOR 1.35 MILES (2.17 KM) TO A FORK, KEEP RIGHT ON A
 DE1884'GRADED ROAD FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE RIGHT.
 DE1884'STATION IS A CONCRETE POST PROJECTING 0.5 FOOT, 0.4 METER (1.3 FT)
 DE1884'SOUTHWEST OF THE CENTER OF THE ROAD, 10.0 METERS (32.8 FT) SOUTHWEST
 DE1884'OF THE EDGE OF RIVER BANK, 0.5 METER (1.6 FT) WEST OF A WITNESS POST.
 DE1884
 DE1884                          STATION RECOVERY (2003)
 DE1884
 DE1884'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1884'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1884'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1884'LOCATED THIS STATION WITH NO  RESULTS,  POSITIONS LED TO AN AREA
 DE1884'REGRADED TO REPAIR A MUD HOLE, PRESUMED  DESTROYED. RECOVERY BY T.
 DE1884'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3206 ***********************************************************************
 DD3206  DESIGNATION -  008 031
 DD3206  PID         -  DD3206
 DD3206  STATE/COUNTY-  SC/BERKELEY
 DD3206  USGS QUAD   -  CORDESVILLE (1979)
 DD3206
 DD3206                         *CURRENT SURVEY CONTROL
 DD3206  ___________________________________________________________________
 DD3206* NAD 83(2001)-  33 14 44.03779(N)    079 59 24.33029(W)     ADJUSTED  
 DD3206* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 DD3206  ___________________________________________________________________
 DD3206  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 DD3206  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DD3206
 DD3206  HORZ ORDER  -  SECOND
 DD3206
 DD3206.The horizontal coordinates were established by classical geodetic methods
 DD3206.and adjusted by the National Geodetic Survey in March 2004..
 DD3206
 DD3206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3206
 DD3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3206
 DD3206.The geoid height was determined by GEOID03.
 DD3206
 DD3206;                    North         East     Units Scale Factor Converg.
 DD3206;SPC SC       -   157,072.932   703,698.497   MT  0.99982083   +0 33 35.6
 DD3206;SPC SC       -   515,331.14  2,308,722.10   iFT  0.99982083   +0 33 35.6
 DD3206;UTM  17      - 3,678,965.548   594,081.170   MT  0.99970913   +0 33 13.3
 DD3206
 DD3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3206!SPC SC       -   1.00000078  x   0.99982083  =   0.99982161
 DD3206!UTM  17      -   1.00000078  x   0.99970913  =   0.99970991
 DD3206
 DD3206:                Primary Azimuth Mark                     Grid Az
 DD3206:SPC SC       -  MONCKS CORNER HOME TEL MAST              181 42 21.5
 DD3206:UTM  17      -  MONCKS CORNER HOME TEL MAST              181 42 43.8
 DD3206
 DD3206|---------------------------------------------------------------------|
 DD3206| PID    Reference Object                     Distance      Geod. Az  |
 DD3206|                                                           dddmmss.s |
 DD3206| DD3207 MONCKS CORNER HOME TEL MAST         APPROX. 4.4 KM 1821557.1 |
 DD3206| DE1908 MONCKS CORNER MICRO TWR             APPROX. 5.4 KM 1964923.6 |
 DD3206| DE1912 MONCKS CORNER S BELL MICRO TWR      APPROX. 4.7 KM 2104348.7 |
 DD3206|---------------------------------------------------------------------|
 DD3206
 DD3206                          SUPERSEDED SURVEY CONTROL
 DD3206
 DD3206  NAD 83(1986)-  33 14 44.04808(N)    079 59 24.33199(W) AD(       ) 2
 DD3206  NAD 27      -  33 14 43.43940(N)    079 59 25.04384(W) AD(       ) 2
 DD3206  NGVD 29 (07/19/86)   27.9    (m)           92.     (f) VERT ANG       
 DD3206
 DD3206.Superseded values are not recommended for survey control.
 DD3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3206.See file dsdata.txt to determine how the superseded data were derived.
 DD3206
 DD3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9408178966(NAD 83)
 DD3206_MARKER: DD = SURVEY DISK
 DD3206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD3206_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3206+STABILITY: SURFACE MOTION
 DD3206
 DD3206  HISTORY     - Date     Condition        Report By
 DD3206  HISTORY     - 1982     MONUMENTED       SCGS
 DD3206  HISTORY     - 20031117 MARK NOT FOUND   SCGS
 DD3206
 DD3206                          STATION DESCRIPTION
 DD3206
 DD3206'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3206'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) WEST OF BETHERA, 5.6 KM
 DD3206'(3.5 MI) NORTH OF THE TOWN OF MONCKS CORNER, 8.05 KM (5 MI) SOUTH OF
 DD3206'BONNEAU.
 DD3206'
 DD3206'TO REACH THE STATION FROM THE JUNCTIONS OF HIGHWAYS 402, ALT 17, AND
 DD3206'52 IN SOUTHEAST EDGE OF MONCKS CORNER, GO WEST ON HIGHWAY 52 FOR 2.6
 DD3206'KM (1.6 MI) TO PAVED ROAD LEFT.  TURN LEFT ON HIGHWAY S-8-20 AND GO
 DD3206'.4 KM (0.25 MI) TO PAVED ROAD RIGHT.  TURN RIGHT AND GO 2.2 KM (1.4
 DD3206'MI) TO THE CENTER OF THE DYKE.  TURN LEFT AND GO 0.08 KM (0.05 MI) TO
 DD3206'A LOCKED GATE.  PASS THROUGH GATE AND GO SOUTHWEST FOR 1.5 KM (0.95
 DD3206'MI) TO STATION JUST BEFORE REACHING FENCE AT DAM.
 DD3206'
 DD3206'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3206'---08 031 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3206'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.5 METERS SE FROM A
 DD3206'METAL WITNESS POST, 16.1 METERS SE FROM THE THE NORTH EDGE OF THE
 DD3206'DYKE,  1.8 METERS NW FROM THE THE CENTER OF THE DYKE, 13.0 METERS E
 DD3206'FROM A FENCE CORNER, AND  4.3 METERS SW FROM THE THE SOUTHWEST CORNER
 DD3206'OF A WOODEN PLATFORM.
 DD3206'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3206'DISK STAMPED---008 031 1981---SET INTO AN IRREGULAR MASS OF
 DD3206'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD3206'
 DD3206'REFERENCE MARK IS A STANDARD SANTEE COOPER DISK STAMPED---
 DD3206'1977 NO 17---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25
 DD3206'CM ON SIDE RECESSED 15 CM BELOW THE GROUND SANTEE COOPER MARK NO 17
 DD3206'WAS USED FOR AZIMUTH MARK. LOCATED  1.6 METERS SE FROM THE THE NORTH
 DD3206'EDGE OF THE DYKE,  7.5 METERS SW FROM A METAL WITNESS POST AT THE
 DD3206'STATION,  1.9 METERS NW FROM THE THE CENTER OF THE DYKE, AND  5.7
 DD3206'METERS NE FROM THE THE CORNER OF A FENCE.
 DD3206
 DD3206                          STATION RECOVERY (2003)
 DD3206
 DD3206'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3206'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3206'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3206'LOCATED THIS STATION WITH NO  RESULTS,   PRESUMED DESTROYED BY
 DD3206'ROAD/DIKE MAINTENANCE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3240 ***********************************************************************
 DD3240  DESIGNATION -  008 032
 DD3240  PID         -  DD3240
 DD3240  STATE/COUNTY-  SC/BERKELEY
 DD3240  USGS QUAD   -  BONNEAU (1990)
 DD3240
 DD3240                         *CURRENT SURVEY CONTROL
 DD3240  ___________________________________________________________________
 DD3240* NAD 83(2001)-  33 15 12.26031(N)    079 59 39.25586(W)     ADJUSTED  
 DD3240* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 DD3240  ___________________________________________________________________
 DD3240  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 DD3240  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DD3240
 DD3240  HORZ ORDER  -  SECOND
 DD3240
 DD3240.The horizontal coordinates were established by classical geodetic methods
 DD3240.and adjusted by the National Geodetic Survey in March 2004..
 DD3240
 DD3240.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3240
 DD3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3240
 DD3240.The geoid height was determined by GEOID03.
 DD3240
 DD3240;                    North         East     Units Scale Factor Converg.
 DD3240;SPC SC       -   157,938.447   703,303.746   MT  0.99981984   +0 33 27.3
 DD3240;SPC SC       -   518,170.76  2,307,426.99   iFT  0.99981984   +0 33 27.3
 DD3240;UTM  17      - 3,679,831.009   593,686.555   MT  0.99970821   +0 33 05.6
 DD3240
 DD3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3240!SPC SC       -   1.00000120  x   0.99981984  =   0.99982104
 DD3240!UTM  17      -   1.00000120  x   0.99970821  =   0.99970941
 DD3240
 DD3240:                Primary Azimuth Mark                     Grid Az
 DD3240:SPC SC       -  008 031                                  155 28 58.2
 DD3240:UTM  17      -  008 031                                  155 29 19.9
 DD3240
 DD3240|---------------------------------------------------------------------|
 DD3240| PID    Reference Object                     Distance      Geod. Az  |
 DD3240|                                                           dddmmss.s |
 DD3240| DD3206 008 031                             APPROX. 1.0 KM 1560225.5 |
 DD3240| DD3662 008 032 RM 1                         12.830 METERS 34840     |
 DD3240|---------------------------------------------------------------------|
 DD3240
 DD3240                          SUPERSEDED SURVEY CONTROL
 DD3240
 DD3240  NAD 83(1986)-  33 15 12.27060(N)    079 59 39.25754(W) AD(       ) 2
 DD3240  NAD 27      -  33 15 11.66263(N)    079 59 39.96899(W) AD(       ) 2
 DD3240  NGVD 29 (07/19/86)   25.2    (m)           83.     (f) VERT ANG       
 DD3240
 DD3240.Superseded values are not recommended for survey control.
 DD3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3240.See file dsdata.txt to determine how the superseded data were derived.
 DD3240
 DD3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9368779831(NAD 83)
 DD3240_MARKER: DD = SURVEY DISK
 DD3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3240_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3240_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3240
 DD3240  HISTORY     - Date     Condition        Report By
 DD3240  HISTORY     - 1982     MONUMENTED       SCGS
 DD3240  HISTORY     - 20031117 MARK NOT FOUND   SCGS
 DD3240
 DD3240                          STATION DESCRIPTION
 DD3240
 DD3240'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3240'THE STATION IS LOCATED ABOUT 16.9 KM (10.5 MI) EAST OF THE VILLAGE OF
 DD3240'CROSS, ABOUT 6.4 KM (4.0 MI) SOUTH-SOUTHWEST OF BONNEAU, ABOUT 6.4 KM
 DD3240'(4.0 MI) NORTH OF MONCKS CORNER, ON THE EAST SIDE OF LAKE MOULTRIE.
 DD3240'
 DD3240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52, 17A, AND
 DD3240'STATE HIGHWAY 402, ABOUT 2 MILES NORTHEAST OF MONCKS CORNER, GO
 DD3240'NORTHERLY ON U.S. HIGHWAY 52 FOR 2.6 KM (1.6 MI) TO A PAVED ROAD
 DD3240'LEFT, TURN LEFT, GO NORTHWEST ON HIGHWAY S-8-20 FOR 0.4 KM (0.25 MI)
 DD3240'TO A SIDE ROAD RIGHT, TURN RIGHT, GO 1.6 KM (1.0 MI) TO A T
 DD3240'INTERSECTION, TURN LEFT, GO 0.6 KM (0.35 MI) TO A BOOTH AT STOP SIGN,
 DD3240'CONTINUE WEST FOR 0.2 KM (0.1 MI) TO A T ROAD NEAR WATER, TURN LEFT,
 DD3240'GO SOUTH AND WEST FOR 0.4 KM (0.25 MI) TO A SIDE ROAD LEFT, JUST
 DD3240'BEFORE REACHING A YELLOW CONCRETE BUILDING, MAINTENANCE SHOP.  TURN
 DD3240'LEFT, GO ABOUT 100 FEET TO FIRST PAVED ROAD LEFT, TURN LEFT, GO SOUTH
 DD3240'FOR 0.1 KM (.05 MI) TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.1
 DD3240'KM (0.05 MI) TO A TRAILER WITH SIGN WISCONSIN AND THE STATION AROUND
 DD3240'THE OTHER SIDE OF TRAILER.
 DD3240'
 DD3240'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3240'---008 032 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3240'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.5 METERS E FROM THE
 DD3240'THE FENCE CORNER,  3.0 METERS N FROM THE THE FENCE LINE,  7.3 METERS
 DD3240'NW FROM THE THE SOUTHWEST CORNER OF THE MOBILE HOME,  7.0 METERS SSW
 DD3240'FROM A 20 INCH PINE TREE, AND  6.9 METERS E FROM THE THE FENCE LINE.
 DD3240'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3240'DISK STAMPED---008 032 1981---SET INTO AN IRREGULAR MASS OF
 DD3240'CONCRETE 7.2 METERS BELOW THE SURFACE.
 DD3240'
 DD3240'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3240'DISK STAMPED---RM 1 008 032 1981---SET INTO THE TOP OF A ROUND
 DD3240'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3240'15.3 METERS N FROM THE THE FENCE LINE,  8.2 METERS NW FROM A 20 INCH
 DD3240'PINE TREE, 3.2 METERS E FROM A METAL WITNESS POST, AND 15.5 METERS
 DD3240'NNE FROM THE FENCE CORNER.
 DD3240
 DD3240                          STATION RECOVERY (2003)
 DD3240
 DD3240'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3240'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3240'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3240'LOCATED THIS STATION WITH NO  RESULTS,   PRESUMED DESTROYED. RECOVERY
 DD3240'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3235 ***********************************************************************
 DD3235  DESIGNATION -  008 033
 DD3235  PID         -  DD3235
 DD3235  STATE/COUNTY-  SC/BERKELEY
 DD3235  USGS QUAD   -  BONNEAU (1990)
 DD3235
 DD3235                         *CURRENT SURVEY CONTROL
 DD3235  ___________________________________________________________________
 DD3235* NAD 83(2001)-  33 16 52.57003(N)    079 58 10.61766(W)     ADJUSTED  
 DD3235* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 DD3235  ___________________________________________________________________
 DD3235  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 DD3235  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DD3235
 DD3235  HORZ ORDER  -  SECOND
 DD3235
 DD3235.The horizontal coordinates were established by classical geodetic methods
 DD3235.and adjusted by the National Geodetic Survey in March 2004..
 DD3235
 DD3235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3235
 DD3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3235
 DD3235.The geoid height was determined by GEOID03.
 DD3235
 DD3235;                    North         East     Units Scale Factor Converg.
 DD3235;SPC SC       -   161,050.683   705,566.795   MT  0.99981645   +0 34 16.5
 DD3235;SPC SC       -   528,381.51  2,314,851.69   iFT  0.99981645   +0 34 16.5
 DD3235;UTM  17      - 3,682,942.677   595,949.683   MT  0.99971351   +0 33 55.7
 DD3235
 DD3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3235!SPC SC       -   1.00000098  x   0.99981645  =   0.99981743
 DD3235!UTM  17      -   1.00000098  x   0.99971351  =   0.99971449
 DD3235
 DD3235|---------------------------------------------------------------------|
 DD3235| PID    Reference Object                     Distance      Geod. Az  |
 DD3235|                                                           dddmmss.s |
 DD3235| DD3663 008 033 RM 1                         10.412 METERS 01337     |
 DD3235| DD3234 008 033 AZ MK                       APPROX. 1.0 KM 0135330.5 |
 DD3235|---------------------------------------------------------------------|
 DD3235
 DD3235                          SUPERSEDED SURVEY CONTROL
 DD3235
 DD3235  NAD 83(1986)-  33 16 52.58022(N)    079 58 10.61945(W) AD(       ) 2
 DD3235  NAD 27      -  33 16 51.97482(N)    079 58 11.33263(W) AD(       ) 2
 DD3235  NGVD 29 (07/19/86)   26.6    (m)           87.     (f) VERT ANG       
 DD3235
 DD3235.Superseded values are not recommended for survey control.
 DD3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3235.See file dsdata.txt to determine how the superseded data were derived.
 DD3235
 DD3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9595082943(NAD 83)
 DD3235_MARKER: DD = SURVEY DISK
 DD3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3235
 DD3235  HISTORY     - Date     Condition        Report By
 DD3235  HISTORY     - 1982     MONUMENTED       SCGS
 DD3235  HISTORY     - 20031117 MARK NOT FOUND   SCGS
 DD3235
 DD3235                          STATION DESCRIPTION
 DD3235
 DD3235'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3235'THE STATION IS LOCATED ABOUT 9.2 KM (6 MI) NORTH OF MONCKS CORNER,
 DD3235'ABOUT 1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF BONNEAU, ABOUT 0.8 KM (0.5
 DD3235'MI) SOUTHWEST OF U.S. HIGHWAY 52, ON TOP OF THE DYKE AT THE EAST EDGE
 DD3235'OF LAKE MOULTRIE.  THE KEY FOR THE GATE TO GET ON THE DYKE MAY BE
 DD3235'OBTAINED FROM THE SURVEY OFFICE AT SANTEE COOPER IN MONCKS CORNER.
 DD3235'
 DD3235'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52, 17A, AND
 DD3235'STATE HIGHWAY 402 AT THE NORTHEAST EDGE OF MONCKS CORNER, GO
 DD3235'NORTHERLY ON U.S. HIGHWAY 52 FOR 2.6 KM (1.6 MI) TO A SIDE ROAD LEFT,
 DD3235'TURN LEFT, GO WEST ON PAVED ROAD, S-8-20 FOR 0.4 KM (0.25 MI) TO A
 DD3235'SIDE ROAD RIGHT, GO NORTH ON PAVED ROAD FOR 2.2 KM (1.4 MI) TO CENTER
 DD3235'OF DYKE, TURN RIGHT, PASS THROUGH LOCKED GATE, GO NORTHERLY ON TOP OF
 DD3235'DYKE FOR 2.9 KM (1.8 MI) TO A WIDE SOOT ON DYKE AND STATION ON LEFT.
 DD3235'
 DD3235'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3235'--008 033 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3235'CM IN DIAMETER RECESSED 4 INCHES BELOW THE GROUND LOCATED  1.6 METERS
 DD3235'E FROM THE THE CONCRETE EDGE OF THE DYKE,  0.7 METERS S FROM A METAL
 DD3235'WITNESS POST, 11.2 METERS S FROM A METAL WITNESS POST AT RM 1, AND
 DD3235'2.6 METERS W FROM THE THE CENTER OF THE DYKE.
 DD3235'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3235'DISK STAMPED---008 033 1981---SET INTO AN IRREGULAR MASS OF
 DD3235'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3235'
 DD3235'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3235'DISK STAMPED---RM 1 008 033 1981---SET INTO THE TOP OF A ROUND
 DD3235'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3235'0.9 METERS SE FROM A METAL WITNESS POST,  9.9 METERS N FROM A METAL
 DD3235'WITNESS POST AT THE STATION,  1.5 METERS E FROM THE THE CONCRETE EDGE
 DD3235'OF THE DYKE,  2.3 METERS W FROM THE THE CENTER OF THE DYKE, AND IS
 DD3235'LEVEL WITH THE STATION.
 DD3235'
 DD3235'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3235'STAMPED---008 033 AZ MK 1981---SET INTO THE TOP OF A ROUND
 DD3235'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 3 INCHES BELOW THE
 DD3235'GROUND LOCATED  0.5 METERS SSE FROM A METAL WITNESS POST,  1.4 METERS
 DD3235'E FROM THE THE CONCRETE EDGE OF THE DYKE, AND  2.4 METERS W FROM THE
 DD3235'THE CENTER OF THE DYKE.
 DD3235'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE DYKE
 DD3235'FOR 1.0 KM (0.65 MI) TO THE MARK ON THE LEFT.
 DD3235
 DD3235                          STATION RECOVERY (2003)
 DD3235
 DD3235'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3235'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3235'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3235'LOCATED THIS STATION WITH NO  RESULTS,   PRESUMED DESTROYED BY DIKE
 DD3235'ROAD MAINTENANCE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3234 ***********************************************************************
 DD3234  DESIGNATION -  008 033 AZ MK
 DD3234  PID         -  DD3234
 DD3234  STATE/COUNTY-  SC/BERKELEY
 DD3234  USGS QUAD   -  BONNEAU (1990)
 DD3234
 DD3234                         *CURRENT SURVEY CONTROL
 DD3234  ___________________________________________________________________
 DD3234* NAD 83(2001)-  33 17 24.97746(N)    079 58 01.07399(W)     ADJUSTED  
 DD3234* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 DD3234  ___________________________________________________________________
 DD3234  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 DD3234  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DD3234
 DD3234  HORZ ORDER  -  SECOND
 DD3234
 DD3234.The horizontal coordinates were established by classical geodetic methods
 DD3234.and adjusted by the National Geodetic Survey in March 2004..
 DD3234
 DD3234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3234
 DD3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3234
 DD3234.The geoid height was determined by GEOID03.
 DD3234
 DD3234;                    North         East     Units Scale Factor Converg.
 DD3234;SPC SC       -   162,051.329   705,803.717   MT  0.99981541   +0 34 21.8
 DD3234;SPC SC       -   531,664.47  2,315,628.99   iFT  0.99981541   +0 34 21.8
 DD3234;UTM  17      - 3,683,943.197   596,186.680   MT  0.99971407   +0 34 01.4
 DD3234
 DD3234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3234!SPC SC       -   1.00000098  x   0.99981541  =   0.99981639
 DD3234!UTM  17      -   1.00000098  x   0.99971407  =   0.99971505
 DD3234
 DD3234                          SUPERSEDED SURVEY CONTROL
 DD3234
 DD3234  NAD 83(1986)-  33 17 24.98765(N)    079 58 01.07577(W) AD(       ) 2
 DD3234  NAD 27      -  33 17 24.38310(N)    079 58 01.78938(W) AD(       ) 2
 DD3234  NGVD 29 (07/19/86)   26.6    (m)           87.     (f) VERT ANG       
 DD3234
 DD3234.Superseded values are not recommended for survey control.
 DD3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3234.See file dsdata.txt to determine how the superseded data were derived.
 DD3234
 DD3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9618783943(NAD 83)
 DD3234_MARKER: DD = SURVEY DISK
 DD3234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3234_SP_SET: CONCRETE POST
 DD3234_STAMPING: 008 033 AZ MK 1981
 DD3234_MARK LOGO: SCGS  
 DD3234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3234+STABILITY: SURFACE MOTION
 DD3234
 DD3234  HISTORY     - Date     Condition        Report By
 DD3234  HISTORY     - 1981     MONUMENTED       SCGS
 DD3234  HISTORY     - 19930920 GOOD             SCGS
 DD3234  HISTORY     - 20031117 MARK NOT FOUND   SCGS
 DD3234
 DD3234                          STATION DESCRIPTION
 DD3234
 DD3234'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3234'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTH OF MONCKS CORNER, 1.0 MILE
 DD3234'(1.6 KM) SOUTH SOUTHWEST OF BONNEAU. OWNERSHIP--SANTEE COOPER. TO
 DD3234'REACH THE STATION FROM THE FORK JUNCTION OF U.S. HIGHWAYS 52 AND 17
 DD3234'ALTERNATE, 3.3 MILES (5.3 KM) NORTHEAST OF MONCKS CORNER, GO NORTH ON
 DD3234'HIGHWAY 52 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 20,
 DD3234'TURN LEFT ON ROAD 20 FOR 0.25 MILE (0.40 KM) TO A PAVED ROAD RIGHT,
 DD3234'TURN RIGHT ON THE PAVED ROAD FOR 1.4 MILES (2.3 KM) TO THE CENTER OF
 DD3234'A DIKE, TURN RIGHT AND PASS THROUGH LOCKED GATE ALONG THE LAKE
 DD3234'MOULTRIE DIKE FOR 2.45 MILES (3.94 KM) TO THE STATION ON THE LEFT.
 DD3234'STATION IS A CONCRETE POST RECESSED 0.3 FOOT, 0.5 METER (1.6 FT)
 DD3234'SOUTH SOUTHEAST OF A WITNESS POST, 1.4 METERS (4.6 FT) EAST OF THE
 DD3234'CONCRETE EDGE OF THE DIKE, 2.4 METERS (7.9 FT) WEST OF THE CENTER OF
 DD3234'THE DIKE.
 DD3234
 DD3234                          STATION RECOVERY (2003)
 DD3234
 DD3234'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3234'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3234'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3234'LOCATED THIS STATION WITH NO  RESULTS,   PRESUMED DESTROYED BY DIKE
 DD3234'ROAD MAINTENANCE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3237 ***********************************************************************
 DD3237  DESIGNATION -  008 034
 DD3237  PID         -  DD3237
 DD3237  STATE/COUNTY-  SC/BERKELEY
 DD3237  USGS QUAD   -  BONNEAU (1990)
 DD3237
 DD3237                         *CURRENT SURVEY CONTROL
 DD3237  ___________________________________________________________________
 DD3237* NAD 83(2001)-  33 18 42.26982(N)    079 58 53.15447(W)     ADJUSTED  
 DD3237* NAVD 88     -        25.9    (meters)      85.     (feet)  VERTCON   
 DD3237  ___________________________________________________________________
 DD3237  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DD3237  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DD3237
 DD3237  HORZ ORDER  -  SECOND
 DD3237
 DD3237.The horizontal coordinates were established by classical geodetic methods
 DD3237.and adjusted by the National Geodetic Survey in March 2004..
 DD3237
 DD3237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3237
 DD3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3237
 DD3237.The geoid height was determined by GEOID03.
 DD3237
 DD3237;                    North         East     Units Scale Factor Converg.
 DD3237;SPC SC       -   164,418.643   704,433.043   MT  0.99981301   +0 33 52.9
 DD3237;SPC SC       -   539,431.24  2,311,132.03   iFT  0.99981301   +0 33 52.9
 DD3237;UTM  17      - 3,686,310.401   594,816.371   MT  0.99971084   +0 33 34.0
 DD3237
 DD3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3237!SPC SC       -   1.00000103  x   0.99981301  =   0.99981404
 DD3237!UTM  17      -   1.00000103  x   0.99971084  =   0.99971187
 DD3237
 DD3237|---------------------------------------------------------------------|
 DD3237| PID    Reference Object                     Distance      Geod. Az  |
 DD3237|                                                           dddmmss.s |
 DD3237| DD3664 008 034 RM 1                          9.428 METERS 11436     |
 DD3237| DD3239 008 034 AZ MK                       APPROX. 0.8 KM 2775716.8 |
 DD3237|---------------------------------------------------------------------|
 DD3237
 DD3237                          SUPERSEDED SURVEY CONTROL
 DD3237
 DD3237  NAD 83(1986)-  33 18 42.27999(N)    079 58 53.15623(W) AD(       ) 2
 DD3237  NAD 27      -  33 18 41.67582(N)    079 58 53.86906(W) AD(       ) 2
 DD3237  NGVD 29 (07/19/86)   26.2    (m)           86.     (f) VERT ANG       
 DD3237
 DD3237.Superseded values are not recommended for survey control.
 DD3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3237.See file dsdata.txt to determine how the superseded data were derived.
 DD3237
 DD3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9481686310(NAD 83)
 DD3237_MARKER: DD = SURVEY DISK
 DD3237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3237
 DD3237  HISTORY     - Date     Condition        Report By
 DD3237  HISTORY     - 1982     MONUMENTED       SCGS
 DD3237  HISTORY     - 20031117 MARK NOT FOUND   SCGS
 DD3237
 DD3237                          STATION DESCRIPTION
 DD3237
 DD3237'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3237'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) NORTH MONCKS CORNER,
 DD3237'ABOUT 2.8 KM (1.75 MI) WEST OF BONNEAU, ON THE EAST EDGE OF LAKE
 DD3237'MOULTRIE, IS LOCATED ON TOP OF DYKE AROUND LAKE MOULTRIE, ON THE
 DD3237'PROPERTY OF SANTEE COOPER, THE KEY MAY BE OBTAINED FROM THE SURVEY
 DD3237'OFFICE OF SANTEE COOPER, IN MONCKS CORNER.
 DD3237'
 DD3237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 17A
 DD3237'AND STATE HIGHWAY 402 IN THE NORTHEAST EDGE OF MONCKS CORNER, GO WEST
 DD3237'ON U.S. HIGHWAY 52 FOR 2.6 KM (1.6 MI) TO SIDE ROAD LEFT, TURN LEFT,
 DD3237'GO WESTERLY ON ROAD S-8-20 FOR 0.4 KM (0.25 MI) TO A PAVED ROAD
 DD3237'RIGHT, TURN RIGHT, GO 2.2 KM (1.4 MI) TO CENTER OF DYKE, TURN RIGHT,
 DD3237'GO 0.1 KM (0.05 MI) TO GATE (LOCKED), PASS THROUGH GATE, GO NORTHERLY
 DD3237'FOR 2.9 KM (1.8 MI) TO STATION 008 033, CONTINUE AHEAD ON DYKE FOR
 DD3237'3.9 KM (2.45 MI) TO THE STATION ON RIGHT.
 DD3237'
 DD3237'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3237'---008 034 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3237'INCHES IN DIAMETER RECESSED 3 INCHES BELOW THE GROUND LOCATED  3.4
 DD3237'METERS NE FROM APPROXIMATE CENTER OF DYKE,  0.5 METERS SW FROM
 DD3237'FROM METAL WITNESS POST, AND  5.8 METERS NE FROM CEMENT WALL.
 DD3237'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3237'DISK STAMPED---008 034 1981---SET INTO AN IRREGULAR MASS OF
 DD3237'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3237'
 DD3237'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3237'DISK STAMPED---008 034 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3237'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3237'3.8 METERS NE FROM APPROXIMATE CENTER OF DYKE,  9.6 METERS SE
 DD3237'FROM METAL WITNESS POST NEAR STATION,  6.3 METERS NE FROM
 DD3237'CEMENT WALL, AND 1 FOOT HIGHER THAN THE STATION.
 DD3237'
 DD3237'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3237'STAMPED---008 034 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3237'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  3.1
 DD3237'METERS S FROM APPROXIMATE CENTER OF DYKE,  1.2 METERS N FROM
 DD3237'FROM CEMENT WALL, AND  6.4 METERS S FROM NORTH EDGE OF DYKE.
 DD3237'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST ON DYKE FOR 0.8 KM
 DD3237'(0.5 MI) TO MARK ON LEFT.
 DD3237
 DD3237                          STATION RECOVERY (2003)
 DD3237
 DD3237'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3237'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3237'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3237'LOCATED THIS STATION WITH NO  RESULTS,   PRESUMED DESTROYED BY DIKE
 DD3237'ROAD MAINTENANCE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3239 ***********************************************************************
 DD3239  DESIGNATION -  008 034 AZ MK
 DD3239  PID         -  DD3239
 DD3239  STATE/COUNTY-  SC/BERKELEY
 DD3239  USGS QUAD   -  BONNEAU (1990)
 DD3239
 DD3239                         *CURRENT SURVEY CONTROL
 DD3239  ___________________________________________________________________
 DD3239* NAD 83(2001)-  33 18 45.85888(N)    079 59 23.75459(W)     ADJUSTED  
 DD3239* NAVD 88     -        26.2    (meters)      86.     (feet)  VERTCON   
 DD3239  ___________________________________________________________________
 DD3239  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 DD3239  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DD3239
 DD3239  HORZ ORDER  -  SECOND
 DD3239
 DD3239.The horizontal coordinates were established by classical geodetic methods
 DD3239.and adjusted by the National Geodetic Survey in March 2004..
 DD3239
 DD3239.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3239
 DD3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3239
 DD3239.The geoid height was determined by GEOID03.
 DD3239
 DD3239;                    North         East     Units Scale Factor Converg.
 DD3239;SPC SC       -   164,521.423   703,640.598   MT  0.99981291   +0 33 35.9
 DD3239;SPC SC       -   539,768.45  2,308,532.15   iFT  0.99981291   +0 33 35.9
 DD3239;UTM  17      - 3,686,413.243   594,024.018   MT  0.99970899   +0 33 17.2
 DD3239
 DD3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3239!SPC SC       -   1.00000098  x   0.99981291  =   0.99981389
 DD3239!UTM  17      -   1.00000098  x   0.99970899  =   0.99970997
 DD3239
 DD3239                          SUPERSEDED SURVEY CONTROL
 DD3239
 DD3239  NAD 83(1986)-  33 18 45.86906(N)    079 59 23.75635(W) AD(       ) 2
 DD3239  NAD 27      -  33 18 45.26424(N)    079 59 24.46842(W) AD(       ) 2
 DD3239  NGVD 29 (07/19/86)   26.5    (m)           87.     (f) VERT ANG       
 DD3239
 DD3239.Superseded values are not recommended for survey control.
 DD3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3239.See file dsdata.txt to determine how the superseded data were derived.
 DD3239
 DD3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9402486413(NAD 83)
 DD3239_MARKER: DD = SURVEY DISK
 DD3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3239_SP_SET: CONCRETE POST
 DD3239_STAMPING: 008 034 1981 AZ MK
 DD3239_MARK LOGO: SCGS  
 DD3239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3239+STABILITY: SURFACE MOTION
 DD3239
 DD3239  HISTORY     - Date     Condition        Report By
 DD3239  HISTORY     - 1981     MONUMENTED       SCGS
 DD3239  HISTORY     - 19930920 GOOD             SCGS
 DD3239  HISTORY     - 20031117 MARK NOT FOUND   SCGS
 DD3239
 DD3239                          STATION DESCRIPTION
 DD3239
 DD3239'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3239'STATION IS LOCATED 7.5 MILES (12.1 KM) NORTH OF MONCKS CORNER, 1.75
 DD3239'MILES (2.82 KM) WEST OF BONNEAU, ON THE EAST EDGE OF LAKE MOULTRIE.
 DD3239'OWNERSHIP--SANTEE COOPER. TO REACH THE STATION FROM THE FORK JUNCTION
 DD3239'OF U.S. HIGHWAYS 52 AND 17 ALTERNATE, 3.3 MILES (5.3 KM) NORTHEAST OF
 DD3239'MONCKS CORNER, GO NORTH ON HIGHWAY 52 FOR 1.2 MILES (1.9 KM) TO THE
 DD3239'JUNCTION OF STATE ROAD 20, TURN LEFT ON ROAD 20 FOR 0.25 MILE
 DD3239'(0.40 KM) TO A PAVED ROAD RIGHT, TURN RIGHT ON THE PAVED ROAD FOR 1.4
 DD3239'MILES (2.3 KM) TO THE CENTER OF A DIKE, TURN RIGHT AND PASS THROUGH
 DD3239'LOCKED GATE ALONG THE LAKE MOULTRIE DIKE FOR 4.75 MILES (7.64 KM) TO
 DD3239'THE STATION ON THE LEFT. STATION IS A CONCRETE POST FLUSH WITH THE
 DD3239'GROUND, 3.1 METERS (10.2 FT) SOUTH OF THE CENTER OF THE DIKE, 1.2
 DD3239'METERS (3.9 FT) NORTH OF A CEMENT WALL, 6.4 METERS (21.0 FT) SOUTH OF
 DD3239'THE NORTH EDGE OF THE DIKE.
 DD3239
 DD3239                          STATION RECOVERY (2003)
 DD3239
 DD3239'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3239'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3239'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3239'LOCATED THIS STATION WITH NO  RESULTS,   PRESUMED DESTROYED BY DIKE
 DD3239'ROAD MAINTENANCE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1448 ***********************************************************************
 DE1448  DESIGNATION -  008 035
 DE1448  PID         -  DE1448
 DE1448  STATE/COUNTY-  SC/BERKELEY
 DE1448  USGS QUAD   -  MONCKS CORNER (1979)
 DE1448
 DE1448                         *CURRENT SURVEY CONTROL
 DE1448  ___________________________________________________________________
 DE1448* NAD 83(2001)-  33 12 02.88463(N)    080 01 35.14209(W)     ADJUSTED  
 DE1448* NAVD 88     -        20.194  (meters)      66.25   (feet)  ADJUSTED  
 DE1448  ___________________________________________________________________
 DE1448  X           -     925,254.244 (meters)                     COMP
 DE1448  Y           -  -5,261,568.338 (meters)                     COMP
 DE1448  Z           -   3,472,607.877 (meters)                     COMP
 DE1448  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 DE1448  ELLIP HEIGHT-         -12.35  (meters)          (02/10/03) GPS OBS
 DE1448  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DE1448  DYNAMIC HT  -          20.172 (meters)      66.18  (feet)  COMP
 DE1448  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 DE1448
 DE1448  HORZ ORDER  -  FIRST
 DE1448  VERT ORDER  -  FIRST     CLASS II
 DE1448  ELLP ORDER  -  FOURTH    CLASS II
 DE1448
 DE1448.The horizontal coordinates were established by GPS observations
 DE1448.and adjusted by the National Geodetic Survey in February 2003..
 DE1448
 DE1448.The orthometric height was determined by differential leveling
 DE1448.and adjusted by the National Geodetic Survey in June 1991..
 DE1448
 DE1448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1448
 DE1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1448
 DE1448.The ellipsoidal height was determined by GPS observations
 DE1448.and is referenced to NAD 83.
 DE1448
 DE1448.The geoid height was determined by GEOID03.
 DE1448
 DE1448.The dynamic height is computed by dividing the NAVD 88
 DE1448.geopotential number by the normal gravity value computed on the
 DE1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1448.degrees latitude (g = 980.6199 gals.).
 DE1448
 DE1448.The modeled gravity was interpolated from observed gravity values.
 DE1448
 DE1448;                    North         East     Units Scale Factor Converg.
 DE1448;SPC SC       -   152,076.747   700,359.686   MT  0.99982687   +0 32 23.1
 DE1448;SPC SC       -   498,939.46  2,297,768.00   iFT  0.99982687   +0 32 23.1
 DE1448;UTM  17      - 3,673,970.328   590,742.196   MT  0.99970152   +0 31 59.3
 DE1448
 DE1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1448!SPC SC       -   1.00000194  x   0.99982687  =   0.99982881
 DE1448!UTM  17      -   1.00000194  x   0.99970152  =   0.99970346
 DE1448
 DE1448|---------------------------------------------------------------------|
 DE1448| PID    Reference Object                     Distance      Geod. Az  |
 DE1448|                                                           dddmmss.s |
 DE1448| DE1449 008 035 RM 1                         22.812 METERS 11052     |
 DE1448| DE1450 008 035 AZ MK                       439.373 METERS 2821343.5 |
 DE1448|---------------------------------------------------------------------|
 DE1448
 DE1448                          SUPERSEDED SURVEY CONTROL
 DE1448
 DE1448  NAD 83(1995)-  33 12 02.88468(N)    080 01 35.14260(W) AD(       ) 1
 DE1448  ELLIP H (09/29/97)  -12.34   (m)                       GP(       ) 4 2
 DE1448  NAD 83(1986)-  33 12 02.89574(N)    080 01 35.14421(W) AD(       ) 2
 DE1448  NAD 27      -  33 12 02.28647(N)    080 01 35.85147(W) AD(       ) 2
 DE1448  NAVD 88 (09/29/97)   20.19   (m)           66.2    (f) LEVELING    3  
 DE1448  NGVD 29 (03/21/89)   20.493  (m)           67.23   (f) ADJUSTED    1 2
 DE1448
 DE1448.Superseded values are not recommended for survey control.
 DE1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1448.See file dsdata.txt to determine how the superseded data were derived.
 DE1448
 DE1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9074273970(NAD 83)
 DE1448_MARKER: DD = SURVEY DISK
 DE1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1448_SP_SET: CONCRETE POST
 DE1448_STAMPING: HORZ 008 035 1982
 DE1448_MARK LOGO: SCGS  
 DE1448_PROJECTION: FLUSH
 DE1448_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1448+STABILITY: SURFACE MOTION
 DE1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1448+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1996
 DE1448
 DE1448  HISTORY     - Date     Condition        Report By
 DE1448  HISTORY     - 1982     MONUMENTED       SCGS
 DE1448  HISTORY     - 1983     GOOD             SCGS
 DE1448  HISTORY     - 19960325 GOOD             SCGS
 DE1448  HISTORY     - 19970623 GOOD             USPSQD
 DE1448  HISTORY     - 20031029 MARK NOT FOUND   SCGS
 DE1448
 DE1448                          STATION DESCRIPTION
 DE1448
 DE1448'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1448'THE STATION IS LOCATED IN MONCKS CORNER ON THE GROUNDS OF THE
 DE1448'BERKELEY HIGHSCHOOL, AT THE SOUTHEAST CORNER OF LAWN IN FRONT OF THE
 DE1448'SCHOOL.
 DE1448'
 DE1448'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17A AND STATE
 DE1448'HIGHWAY 6 FOR 1.3 KM (0.8 MI) TO THE BERKELEY HIGHSCHOOL AND THE
 DE1448'STATION IN SOUTHEAST CORNER OF LAWN.
 DE1448'
 DE1448'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1448'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 DE1448'WITH THE GROUND LOCATED 29.6 METERS N FROM THE CENTER OF STATE
 DE1448'HIGHWAY 6, 34.1 METERS W FROM THE CENTER OF NORTH WILLIAMS DRIVE,
 DE1448'69.5 METERS SSE FROM THE SOUTHEAST CORNER OF SCHOOL BUILDING, 22.7
 DE1448'METERS S FROM THE THE EAST END OF SIGN BERKELEY HIGHSCHOOL STAGS,
 DE1448'AND 28.3 METERS NW FROM THE 28 INCH PINE TREE.
 DE1448'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1448'DISK STAMPED---008 035 1982---SET INTO AN IRREGULAR MASS OF
 DE1448'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1448'
 DE1448'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1448'DISK STAMPED---008 035 RM 1 1982---SET INTO THE TOP OF A ROUND
 DE1448'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1448'31.7 METERS SE FROM THE EAST END OF SIGN BERKELEY HIGHSCHOOL
 DE1448'STAGS, 28.3 METERS N FROM THE CENTER OF STATE HIGHWAY 6, 11.0
 DE1448'METERS NNW FROM THE 28 INCH PINE TREE, 11.3 METERS W FROM THE CENTER
 DE1448'OF NORTH WILLIMAS DRIVE, AND IS LEVEL WITH THE STATION.
 DE1448'
 DE1448'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1448'STAMPED---008 035 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1448'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 13.4 METERS
 DE1448'S FROM THE CENTER OF STATE HIGHWAY 6, 14.0 METERS W FROM THE CENTER
 DE1448'OF A PAVED ROAD,  4.3 METERS SW FROM THE POWER LINE POLE WITH A
 DE1448'TELEPHONE JUNCTION BOX AT, FROM BOTTOM, AND  1.1 METERS SSE FROM THE
 DE1448'WITNESS POST.
 DE1448'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY 6
 DE1448'FOR 0.5 KM (0.3 MI) TO FORK, AND SIDE ROAD LEFT AND MARK ON LEFT.
 DE1448
 DE1448                          STATION RECOVERY (1983)
 DE1448
 DE1448'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1448'IN MONCKS CORNER.
 DE1448'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1448'POST OFFICE IN MONCKS CORNER, THENCE 1.85 KILOMETERS (1.15 MILES)
 DE1448'NORTHWEST ALONG STATE HIGHWAY 6, SET IN THE NORTHWEST ANGLE OF THE
 DE1448'INTERSECTION OF NORTH WILLIAMS STREET, 29.5 METERS (96.8 FEET)
 DE1448'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY 6, 33.9 METERS (111.7
 DE1448'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF NORTH WILLIAMS
 DE1448'STREET, 22.8 METERS (74.9 FEET) SOUTH-SOUTHWEST OF A FIVE FOOT HIGH
 DE1448'SIGN (BERKELEY HIGH SCHOOL), 28.3 METERS (93.0 FEET) NORTHWEST OF A
 DE1448'LONE 33-INCH PINE TREE STUMP.
 DE1448
 DE1448                          STATION RECOVERY (1996)
 DE1448
 DE1448'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DE1448'STATION IS LOCATED 0.85 MILE (1.37 KM) WEST NORTHWEST OF MONCKS
 DE1448'CORNER.  OWNERSHIP--BERKELEY COUNTY SCHOOLS.  TO REACH THE STATION
 DE1448'FROM THE JUNCTION OF STATE HIGHWAY 6 (MAIN STREET) AND U.S.  HIGHWAY
 DE1448'17 ALTERNATE (LIVE OAK DRIVE) IN MONCKS CORNER, GO NORTHWEST ON
 DE1448'HIGHWAY 6 FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE RIGHT NEAR A
 DE1448'BRICK SIGN FOR BERKELEY HIGH SCHOOL IN THE NORTHWEST ANGLE OF STATE
 DE1448'ROAD 511 (NORTH WILLIAMS DRIVE) .  STATION IS A CONCRETE POST RECESSED
 DE1448'0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROADS, 111.2 FEET
 DE1448'(33.9 M) WEST NORTHWEST OF THE CENTER OF ROAD 511, 77.0 FEET (23.5 M)
 DE1448'NORTH NORTHEAST OF THE NORTH EDGE OF THE HIGHWAY 6 CURB, 68.3 FEET
 DE1448'(20.8 M) NORTHEAST OF THE NORTH END OF A 1.2-FOOT CONCRETE PIPE
 DE1448'CULVERT BENEATH HIGHWAY 6, 72.5 FEET (22.1 M) SOUTH SOUTHWEST OF THE
 DE1448'WEST CORNER OF A BRICK BASE FOR A SIGN (BERKELEY HIGH SCHOOL) , 74.8
 DE1448'FEET (22.8 M) WEST NORTHWEST OF SURVEY STATION 008 035 RM 1.
 DE1448'RECOVERED BY R.W.  ROBERTS.
 DE1448
 DE1448                          STATION RECOVERY (1997)
 DE1448
 DE1448'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1448'RECOVERED IN GOOD CONDITION.
 DE1448
 DE1448                          STATION RECOVERY (2003)
 DE1448
 DE1448'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1448'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1448'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1448'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED TO AN AREA THAT
 DE1448'HAS BEEN EXCAVATED AND IS NOW A  RUN-OFF DITCH, PRESUMED DESTROYED.
 DE1448'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1450 ***********************************************************************
 DE1450  DESIGNATION -  008 035 AZ MK
 DE1450  PID         -  DE1450
 DE1450  STATE/COUNTY-  SC/BERKELEY
 DE1450  USGS QUAD   -  MONCKS CORNER (1979)
 DE1450
 DE1450                         *CURRENT SURVEY CONTROL
 DE1450  ___________________________________________________________________
 DE1450* NAD 83(2001)-  33 12 05.90518(N)    080 01 51.72138(W)     ADJUSTED  
 DE1450* NAVD 88     -        21.217  (meters)      69.61   (feet)  ADJUSTED  
 DE1450  ___________________________________________________________________
 DE1450  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DE1450  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DE1450  DYNAMIC HT  -          21.195 (meters)      69.54  (feet)  COMP
 DE1450  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 DE1450
 DE1450  HORZ ORDER  -  SECOND
 DE1450  VERT ORDER  -  FIRST     CLASS II
 DE1450
 DE1450.The horizontal coordinates were established by classical geodetic methods
 DE1450.and adjusted by the National Geodetic Survey in March 2004..
 DE1450
 DE1450.The orthometric height was determined by differential leveling
 DE1450.and adjusted by the National Geodetic Survey in June 1991..
 DE1450
 DE1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1450
 DE1450.The geoid height was determined by GEOID03.
 DE1450
 DE1450.The dynamic height is computed by dividing the NAVD 88
 DE1450.geopotential number by the normal gravity value computed on the
 DE1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1450.degrees latitude (g = 980.6199 gals.).
 DE1450
 DE1450.The modeled gravity was interpolated from observed gravity values.
 DE1450
 DE1450;                    North         East     Units Scale Factor Converg.
 DE1450;SPC SC       -   152,165.749   699,929.499   MT  0.99982675   +0 32 13.9
 DE1450;SPC SC       -   499,231.46  2,296,356.62   iFT  0.99982675   +0 32 13.9
 DE1450;UTM  17      - 3,674,059.368   590,312.074   MT  0.99970056   +0 31 50.3
 DE1450
 DE1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1450!SPC SC       -   1.00000178  x   0.99982675  =   0.99982853
 DE1450!UTM  17      -   1.00000178  x   0.99970056  =   0.99970234
 DE1450
 DE1450                          SUPERSEDED SURVEY CONTROL
 DE1450
 DE1450  NAD 83(1986)-  33 12 05.91625(N)    080 01 51.72350(W) AD(       ) 2
 DE1450  NAD 27      -  33 12 05.30752(N)    080 01 52.43016(W) AD(       ) 2
 DE1450  NGVD 29 (03/21/89)   21.516  (m)           70.59   (f) ADJUSTED    1 2
 DE1450
 DE1450.Superseded values are not recommended for survey control.
 DE1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1450.See file dsdata.txt to determine how the superseded data were derived.
 DE1450
 DE1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9031274059(NAD 83)
 DE1450_MARKER: DD = SURVEY DISK
 DE1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1450_SP_SET: CONCRETE POST
 DE1450_STAMPING: AZ MK 008 035 1982
 DE1450_MARK LOGO: SCGS  
 DE1450_PROJECTION: RECESSED 5 CENTIMETERS
 DE1450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1450+STABILITY: SURFACE MOTION
 DE1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1450+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 DE1450
 DE1450  HISTORY     - Date     Condition        Report By
 DE1450  HISTORY     - 1982     MONUMENTED       SCGS
 DE1450  HISTORY     - 1983     GOOD             SCGS
 DE1450  HISTORY     - 19970623 GOOD             USPSQD
 DE1450  HISTORY     - 20031028 GOOD             SCGS
 DE1450
 DE1450                          STATION DESCRIPTION
 DE1450
 DE1450'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1450'IN MONCKS CORNER.
 DE1450'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1450'POST OFFICE IN MONCKS CORNER, THENCE 2.2 KILOMETERS (1.4 MILES)
 DE1450'NORTHWEST ALONG STATE HIGHWAY 6, SET NEAR A POWER POLE WITH A
 DE1450'TELEPHONE JUNCTION BOX AT A VEE IN THE ROAD, 13.4 METERS (44.0 FEET)
 DE1450'SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 6, 14.3 METERS (47.0
 DE1450'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED ROAD LEADING
 DE1450'SOUTH TO A DEAD END, 3.2 METERS (10.5 FEET) NORTH-NORTHWEST OF A
 DE1450'12-INCH PINE TREE USED AS A FENCE CORNER, 4.2 METERS (13.8 FEET) WEST
 DE1450'OF THE POWER POLE.
 DE1450'THE MARK IS 1.00 METERS  SSE FROM A WITNESS POST.
 DE1450'THE MARK IS 0.60 M ABOVE HIGHWAY 6.
 DE1450
 DE1450                          STATION RECOVERY (1997)
 DE1450
 DE1450'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1450'RECOVERED IN GOOD CONDITION.
 DE1450
 DE1450                          STATION RECOVERY (2003)
 DE1450
 DE1450'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1450'STATION IS LOCATED IN MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1450'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE1450'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 (MAIN
 DE1450'STREET) AND U.S.  HIGHWAY 17 ALTERNATE (LIVE OAK STREET) IN MONCKS
 DE1450'CORNER, GO NORTHWEST ON  HIGHWAY 6 FOR 1.1 MILES TO THE STATION ON THE
 DE1450'LEFT IN THE NORTHEAST ANGLE OF THE  JUNCTION OF STATE ROAD 805040
 DE1450'(LION LANE). STATION IS A CONCRETE POST RECESSED 0.2 FOOT, 44.0 FEET
 DE1450'SOUTH SOUTHWEST OF THE CENTER  OF THE HIGHWAY, 45.8 FEET WEST
 DE1450'NORTHWEST OF THE CENTER OF THE ROAD, 13.0 FEET WEST OF  THE POWER POLE
 DE1450'95594/65AKS WITH THREE GUY WIRES, 3.7 FEET SOUTH OF A WITNESS POST.
 DE1450'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1449 ***********************************************************************
 DE1449  DESIGNATION -  008 035 RM 1
 DE1449  PID         -  DE1449
 DE1449  STATE/COUNTY-  SC/BERKELEY
 DE1449  USGS QUAD   -  MONCKS CORNER (1979)
 DE1449
 DE1449                         *CURRENT SURVEY CONTROL
 DE1449  ___________________________________________________________________
 DE1449* NAD 83(1986)-  33 12 03.     (N)    080 01 34.     (W)     SCALED    
 DE1449* NAVD 88     -        20.236  (meters)      66.39   (feet)  ADJUSTED  
 DE1449  ___________________________________________________________________
 DE1449  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DE1449  DYNAMIC HT  -          20.215 (meters)      66.32  (feet)  COMP
 DE1449  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 DE1449
 DE1449  VERT ORDER  -  FIRST     CLASS II
 DE1449
 DE1449.The horizontal coordinates were scaled from a topographic map and have
 DE1449.an estimated accuracy of +/- 6 seconds.
 DE1449
 DE1449.The orthometric height was determined by differential leveling
 DE1449.and adjusted by the National Geodetic Survey in June 1991..
 DE1449
 DE1449.The geoid height was determined by GEOID03.
 DE1449
 DE1449.The dynamic height is computed by dividing the NAVD 88
 DE1449.geopotential number by the normal gravity value computed on the
 DE1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1449.degrees latitude (g = 980.6199 gals.).
 DE1449
 DE1449.The modeled gravity was interpolated from observed gravity values.
 DE1449
 DE1449;                    North         East    Units  Estimated Accuracy
 DE1449;SPC SC       -   152,080.      700,390.      MT  (+/- 180 meters Scaled)
 DE1449
 DE1449                          SUPERSEDED SURVEY CONTROL
 DE1449
 DE1449  NGVD 29 (03/21/89)   20.535  (m)           67.37   (f) ADJUSTED    1 2
 DE1449
 DE1449.Superseded values are not recommended for survey control.
 DE1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1449.See file dsdata.txt to determine how the superseded data were derived.
 DE1449
 DE1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS907739(NAD 83)
 DE1449_MARKER: DD = SURVEY DISK
 DE1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1449_SP_SET: CONCRETE POST
 DE1449_STAMPING: RM 1 008 035 1982
 DE1449_MARK LOGO: SCGS  
 DE1449_PROJECTION: FLUSH
 DE1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1449+STABILITY: SURFACE MOTION
 DE1449
 DE1449  HISTORY     - Date     Condition        Report By
 DE1449  HISTORY     - 1982     MONUMENTED       SCGS
 DE1449  HISTORY     - 1983     GOOD             SCGS
 DE1449  HISTORY     - 19970623 GOOD             USPSQD
 DE1449
 DE1449                          STATION DESCRIPTION
 DE1449
 DE1449'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1449'IN MONCKS CORNER.
 DE1449'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1449'POST OFFICE IN MONCKS CORNER, THENCE 1.85 KILOMETERS (1.15 MILES)
 DE1449'NORTHWEST ALONG STATE HIGHWAY 6, SET NEAR A 33-INCH LONE PINE TREE
 DE1449'STUMP IN THE NORTHWEST ANGLE OF THE INTERSECTION OF NORTH WILLIAMS
 DE1449'STREET, 28.2 METERS (92.5 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF
 DE1449'HIGHWAY 6, 10.9 METERS (36.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE
 DE1449'CENTER OF NORTH WILLIAMS STREET, 32.9 METERS (108.0 FEET)
 DE1449'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A FIVE FOOT HIGH SIGN
 DE1449'(BERKELEY HIGH SCHOOL), 10.8 METERS (35.6 FEET) NORTH OF THE 33-INCH
 DE1449'PINE TREE STUMP.
 DE1449
 DE1449                          STATION RECOVERY (1997)
 DE1449
 DE1449'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1909 ***********************************************************************
 DE1909  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1909  DESIGNATION -  008 036
 DE1909  PID         -  DE1909
 DE1909  STATE/COUNTY-  SC/BERKELEY
 DE1909  USGS QUAD   -  MONCKS CORNER (1979)
 DE1909
 DE1909                         *CURRENT SURVEY CONTROL
 DE1909  ___________________________________________________________________
 DE1909* NAD 83(2001)-  33 11 08.22878(N)    080 00 29.93701(W)     ADJUSTED  
 DE1909* NAVD 88     -        24.75   (meters)      81.2    (feet)  GPS OBS   
 DE1909  ___________________________________________________________________
 DE1909  X           -     927,078.096 (meters)                     COMP
 DE1909  Y           -  -5,262,187.131 (meters)                     COMP
 DE1909  Z           -   3,471,201.265 (meters)                     COMP
 DE1909  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 DE1909  ELLIP HEIGHT-          -7.86  (meters)          (10/01/04) GPS OBS
 DE1909  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DE1909
 DE1909  HORZ ORDER  -  FIRST
 DE1909  ELLP ORDER  -  FOURTH    CLASS I
 DE1909
 DE1909.The horizontal coordinates were established by GPS observations
 DE1909.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1909
 DE1909.The orthometric height was determined by GPS observations and a
 DE1909.high-resolution geoid model using precise GPS observation and
 DE1909.processing techniques.
 DE1909
 DE1909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1909
 DE1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1909
 DE1909.The ellipsoidal height was determined by GPS observations
 DE1909.and is referenced to NAD 83.
 DE1909
 DE1909.The geoid height was determined by GEOID03.
 DE1909
 DE1909;                    North         East     Units Scale Factor Converg.
 DE1909;SPC SC       -   150,409.345   702,064.301   MT  0.99982906   +0 32 59.2
 DE1909;SPC SC       -   493,468.98  2,303,360.57   iFT  0.99982906   +0 32 59.2
 DE1909;UTM  17      - 3,672,302.932   592,446.401   MT  0.99970537   +0 32 34.2
 DE1909
 DE1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1909!SPC SC       -   1.00000123  x   0.99982906  =   0.99983029
 DE1909!UTM  17      -   1.00000123  x   0.99970537  =   0.99970660
 DE1909
 DE1909:                Primary Azimuth Mark                     Grid Az
 DE1909:SPC SC       -  008 040                                  189 45 03.8
 DE1909:UTM  17      -  008 040                                  189 45 28.8
 DE1909
 DE1909|---------------------------------------------------------------------|
 DE1909| PID    Reference Object                     Distance      Geod. Az  |
 DE1909|                                                           dddmmss.s |
 DE1909| DE1910 008 040                             APPROX. 1.5 KM 1901803.0 |
 DE1909| DE1913 008 036 AZ MK                       APPROX. 0.9 KM 2481844.7 |
 DE1909| DE2570 008 036 RM 1                         11.800 METERS 25647     |
 DE1909| DE1914 MONCKS CORNER SW MUN TK             APPROX. 1.1 KM 3095235.6 |
 DE1909|---------------------------------------------------------------------|
 DE1909
 DE1909                          SUPERSEDED SURVEY CONTROL
 DE1909
 DE1909  NAD 83(2001)-  33 11 08.22508(N)    080 00 29.94611(W) AD(       ) 2
 DE1909  NAD 83(1986)-  33 11 08.23614(N)    080 00 29.94838(W) AD(       ) 2
 DE1909  NAD 27      -  33 11 07.62583(N)    080 00 30.65513(W) AD(       ) 2
 DE1909  NGVD 29 (07/19/86)   26.3    (m)           86.     (f) VERT ANG       
 DE1909
 DE1909.Superseded values are not recommended for survey control.
 DE1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1909.See file dsdata.txt to determine how the superseded data were derived.
 DE1909
 DE1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9244672303(NAD 83)
 DE1909_MARKER: DD = SURVEY DISK
 DE1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1909_STAMPING: HORZ 008 036 1981
 DE1909_MARK LOGO: SCGS  
 DE1909_PROJECTION: FLUSH
 DE1909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1909+STABILITY: SURFACE MOTION
 DE1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1909+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 DE1909
 DE1909  HISTORY     - Date     Condition        Report By
 DE1909  HISTORY     - 1982     MONUMENTED       SCGS
 DE1909  HISTORY     - 19970623 GOOD             USPSQD
 DE1909  HISTORY     - 20031112 GOOD             SCGS
 DE1909
 DE1909                          STATION DESCRIPTION
 DE1909
 DE1909'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1909'THE STATION IS LOCATED 1.6 KM (1.0 MI) WEST OF MONCKS CORNER, ON THE
 DE1909'TOP OF THE U.S. HIGHWAY 52 BRIDGE OVER THE RAILROAD TRACKS, AND IS ON
 DE1909'HIGHWAY RIGHT-OF-WAY.  FOR INFORMATION CONTACT--  GEORGE WEATHERS,
 DE1909'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DE1909'(803) 758-3414.
 DE1909'
 DE1909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 17A IN
 DE1909'MONCKS CORNER, GO SOUTHEAST ON U.S. HIGHWAY 52 FOR 2.1 KM (1.3 MI) TO
 DE1909'A CROSSROAD, AND U.S. HIGHWAY 52 TURN RIGHT, TURN RIGHT, GO WEST ON
 DE1909'U.S. HIGHWAY 52 FOR 1.0 KM (0.7 MI) TO OVERPASS OVER RAILROAD AND THE
 DE1909'STATION ON TOP OF OVERPASS ON RIGHT.
 DE1909'
 DE1909'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1909'---008 036 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1909'CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND LOCATED  8.0
 DE1909'METERS N FROM THE CENTER OF WEST BOUND LANE OF HIGHWAY 52,  1.0
 DE1909'METERS NE FROM THE OVERPASS ABUTTMENT,  0.97 METERS N FROM THE
 DE1909'HIGHWAY GUARD RAIL, AND 28.8 METERS E FROM THE WESTMOST RAIL OF
 DE1909'RAILROAD TRACK.
 DE1909'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1909'DISK STAMPED---008 036 1982---SET INTO AN IRREGULAR MASS OF
 DE1909'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DE1909'
 DE1909'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1909'STAMPED---RM 1 008 036 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1909'MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND
 DE1909'LOCATED  7.9 METERS NW FROM THE CENTER OF WEST BOUND LANE OF HIGHWAY
 DE1909'52,  0.9 METERS NW FROM THE HIGHWAY GUARD RAIL, 12.7 METERS W FROM
 DE1909'THE OVERPASS ABUTTMENT, AND 40.5 METERS E FROM THE WEST MOST RAIL OF
 DE1909'RAILROAD TRACK.
 DE1909'
 DE1909'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1909'STAMPED---008 036 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1909'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 22.5 METERS
 DE1909'NW FROM THE CENTER OF WEST BOUND LANE OF HIGHWAY 52,  0.9 METERS E
 DE1909'FROM A METAL WITNESS POST, 10.4 METERS S FROM THE CENTER OF COUNTY
 DE1909'ROAD S-8-541, AND 22.2 METERS SW FROM AN UNDERGROUND CABLE JUNCTION
 DE1909'BOX.
 DE1909'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 DE1909'FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF COUNTY ROAD S-8-541 AND THE
 DE1909'AZIMUTH MARK ON THE RIGHT.
 DE1909
 DE1909                          STATION RECOVERY (1997)
 DE1909
 DE1909'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1909'RECOVERED IN GOOD CONDITION.
 DE1909
 DE1909                          STATION RECOVERY (2003)
 DE1909
 DE1909'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1909'STATION IS LOCATED 0.75 MILE SOUTH SOUTHEAST OF MONCKS CORNER.
 DE1909'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1909'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1909'JUNCTION OF STATE HIGHWAY 6 (MAIN STREET), U.S. HIGHWAY  52 AND STATE
 DE1909'ROAD 1072 (MAIN STREET EXTENSION) IN MONCKS CORNER, GO SOUTH ON
 DE1909'HIGHWAY  52 FOR 0.35 MILE TO THE JUNCTION OF STATE ROADS 791 (OLD U.S.
 DE1909'HIGHWAY 52) AND 1094 (R.C.  DENNIS BOULEVARD), TURN RIGHT ON HIGHWAY
 DE1909'52 FOR 0.5 MILE TO THE STATION ON THE RIGHT  BEHIND A GUARD RAIL AT
 DE1909'THE NORTHWEST CORNER OF A RAILROAD OVERPASS BRIDGE. STATION IS A
 DE1909'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 8.8
 DE1909'FEET  WEST SOUTHWEST OF THE NORTH CORNER OF THE WINGWALL OF THE
 DE1909'BRIDGE, 2.8 FEET NORTH OF  THE NORTH EDGE OF THE CONCRETE CURB OF THE
 DE1909'HIGHWAY, 3.3 FEET WEST NORTHWEST OF THE   NORTHWEST CORNER OF THE
 DE1909'CONCRETE GUARDRAIL AT THE CORNER OF THE BRIDGE, 2.0 FEET  NORTH
 DE1909'NORTHWEST OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH
 DE1909'SURVEY STATION 008 036 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1913 ***********************************************************************
 DE1913  DESIGNATION -  008 036 AZ MK
 DE1913  PID         -  DE1913
 DE1913  STATE/COUNTY-  SC/BERKELEY
 DE1913  USGS QUAD   -  MONCKS CORNER (1979)
 DE1913
 DE1913                         *CURRENT SURVEY CONTROL
 DE1913  ___________________________________________________________________
 DE1913* NAD 83(2001)-  33 10 57.99815(N)    080 01 00.52647(W)     ADJUSTED  
 DE1913* NAVD 88     -        19.3    (meters)      63.     (feet)  VERT ANG  
 DE1913  ___________________________________________________________________
 DE1913  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 DE1913  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DE1913
 DE1913  HORZ ORDER  -  THIRD
 DE1913
 DE1913.The horizontal coordinates were established by classical geodetic methods
 DE1913.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1913
 DE1913.The orthometric height was determined by vertical angle observations.
 DE1913
 DE1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1913
 DE1913.The geoid height was determined by GEOID03.
 DE1913
 DE1913;                    North         East     Units Scale Factor Converg.
 DE1913;SPC SC       -   150,086.661   701,275.058   MT  0.99982947   +0 32 42.3
 DE1913;SPC SC       -   492,410.31  2,300,771.19   iFT  0.99982947   +0 32 42.3
 DE1913;UTM  17      - 3,671,980.384   591,657.218   MT  0.99970358   +0 32 17.3
 DE1913
 DE1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1913!SPC SC       -   1.00000209  x   0.99982947  =   0.99983156
 DE1913!UTM  17      -   1.00000209  x   0.99970358  =   0.99970567
 DE1913
 DE1913                          SUPERSEDED SURVEY CONTROL
 DE1913
 DE1913  NAD 83(2001)-  33 10 57.99217(N)    080 01 00.53411(W) AD(       ) 2
 DE1913  NAD 83(1986)-  33 10 58.00324(N)    080 01 00.53638(W) AD(       ) 2
 DE1913  NAD 27      -  33 10 57.39227(N)    080 01 01.24205(W) AD(       ) 2
 DE1913  NGVD 29 (07/19/86)   19.6    (m)           64.     (f) VERT ANG       
 DE1913
 DE1913.Superseded values are not recommended for survey control.
 DE1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1913.See file dsdata.txt to determine how the superseded data were derived.
 DE1913
 DE1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9165771980(NAD 83)
 DE1913_MARKER: DD = SURVEY DISK
 DE1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1913_SP_SET: CONCRETE POST
 DE1913_STAMPING: AZ MK 008 036 1981
 DE1913_MARK LOGO: SCGS  
 DE1913_PROJECTION: FLUSH
 DE1913_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1913+STABILITY: SURFACE MOTION
 DE1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1913+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 DE1913
 DE1913  HISTORY     - Date     Condition        Report By
 DE1913  HISTORY     - 1982     MONUMENTED       SCGS
 DE1913  HISTORY     - 19930920 GOOD             SCGS
 DE1913  HISTORY     - 20031112 GOOD             SCGS
 DE1913
 DE1913                          STATION DESCRIPTION
 DE1913
 DE1913'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1913'STATION IS LOCATED 1.0 MILE (1.6 KM) WEST OF MONCKS CORNER.
 DE1913'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1913'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1913'JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE IN MONCKS CORNER, GO
 DE1913'SOUTHEAST ON HIGHWAY 52 FOR 1.3 MILES (2.1 KM) TO A CROSSROAD AND
 DE1913'U.S. HIGHWAY 52 TURNS RIGHT, TURN RIGHT ON HIGHWAY 52 FOR 0.7 MILE
 DE1913'(1.1 KM) TO THE OVERPASS OVER A RAILROAD, CONTINUE ON HIGHWAY 52 FOR
 DE1913'0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 541 AND THE STATION
 DE1913'ON THE RIGHT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 22.5
 DE1913'METERS (73.8 FT) NORTHWEST OF THE CENTER OF THE WESTBOUND LANES OF
 DE1913'THE HIGHWAY, 0.9 METER (3.0 FT) EAST OF A WITNESS POST, 10.4 METERS
 DE1913'(34.1 FT) SOUTH OF THE CENTER OF ROAD 541, 22.2 METERS (72.8 FT)
 DE1913'SOUTHWEST OF AN UNDERGROUND JUNCTION CABLE BOX.
 DE1913
 DE1913                          STATION RECOVERY (2003)
 DE1913
 DE1913'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1913'STATION IS LOCATED 0.85 MILE SOUTH SOUTHWEST OF MONCKS CORNER.
 DE1913'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1913'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1913'JUNCTION OF STATE HIGHWAY 6 (MAIN STREET), U.S. HIGHWAY  52 AND STATE
 DE1913'ROAD 1072 (MAIN STREET EXTENSION) IN MONCKS CORNER, GO SOUTH ON
 DE1913'HIGHWAY  52 FOR 0.35 MILE TO THE JUNCTION OF STATE ROADS 791 (OLD U.S.
 DE1913'HIGHWAY 52) AND 1094 (R.C.  DENNIS BOULEVARD), TURN RIGHT ON HIGHWAY
 DE1913'52 FOR 1.0 MILE TO THE STATION ON THE LEFT IN  THE WEST ANGLE OF THE
 DE1913'JUNCTION OF STATE ROAD 541 (WIGFALL STREET). STATION IS A CONCRETE
 DE1913'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 25.0  FEET SOUTH
 DE1913'OF THE CENTER OF ROAD 541, 73.7 FEET NORTHWEST OF THE CENTER OF THE
 DE1913'WEST BOUND LANES OF THE HIGHWAY, 35.2 FEET EAST OF A 2.0-FOOT LIVE OAK
 DE1913'TREE. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 036.
 DE1913'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1178 ***********************************************************************
 DD1178  DESIGNATION -  008 037
 DD1178  PID         -  DD1178
 DD1178  STATE/COUNTY-  SC/BERKELEY
 DD1178  USGS QUAD   -  BETHERA (1948)
 DD1178
 DD1178                         *CURRENT SURVEY CONTROL
 DD1178  ___________________________________________________________________
 DD1178* NAD 83(2001)-  33 08 46.73124(N)    079 52 24.63986(W)     ADJUSTED  
 DD1178* NAVD 88     -        17.215  (meters)      56.48   (feet)  ADJUSTED  
 DD1178  ___________________________________________________________________
 DD1178  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DD1178  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DD1178  DYNAMIC HT  -          17.197 (meters)      56.42  (feet)  COMP
 DD1178  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 DD1178
 DD1178  HORZ ORDER  -  SECOND
 DD1178  VERT ORDER  -  FIRST     CLASS II
 DD1178
 DD1178.The horizontal coordinates were established by classical geodetic methods
 DD1178.and adjusted by the National Geodetic Survey in March 2004..
 DD1178
 DD1178.The orthometric height was determined by differential leveling
 DD1178.and adjusted by the National Geodetic Survey in June 1991..
 DD1178
 DD1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1178
 DD1178.The geoid height was determined by GEOID03.
 DD1178
 DD1178.The dynamic height is computed by dividing the NAVD 88
 DD1178.geopotential number by the normal gravity value computed on the
 DD1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1178.degrees latitude (g = 980.6199 gals.).
 DD1178
 DD1178.The modeled gravity was interpolated from observed gravity values.
 DD1178
 DD1178;                    North         East     Units Scale Factor Converg.
 DD1178;SPC SC       -   146,179.941   714,680.490   MT  0.99983504   +0 37 28.3
 DD1178;SPC SC       -   479,592.98  2,344,752.26   iFT  0.99983504   +0 37 28.3
 DD1178;UTM  17      - 3,668,072.299   605,060.612   MT  0.99973609   +0 36 57.6
 DD1178
 DD1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1178!SPC SC       -   1.00000247  x   0.99983504  =   0.99983751
 DD1178!UTM  17      -   1.00000247  x   0.99973609  =   0.99973856
 DD1178
 DD1178|---------------------------------------------------------------------|
 DD1178| PID    Reference Object                     Distance      Geod. Az  |
 DD1178|                                                           dddmmss.s |
 DD1178| DD1179 008 037 RM 1                         14.718 METERS 07704     |
 DD1178| DD1177 008 037 RM 2                        203.097 METERS 18633     |
 DD1178| DD1182 MASON                               APPROX. 1.9 KM 2354447.2 |
 DD1178|---------------------------------------------------------------------|
 DD1178
 DD1178                          SUPERSEDED SURVEY CONTROL
 DD1178
 DD1178  NAD 83(1986)-  33 08 46.74188(N)    079 52 24.64149(W) AD(       ) 2
 DD1178  NAD 27      -  33 08 46.13146(N)    079 52 25.35601(W) AD(       ) 2
 DD1178  NGVD 29 (03/21/89)   17.516  (m)           57.47   (f) ADJUSTED    1 2
 DD1178
 DD1178.Superseded values are not recommended for survey control.
 DD1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1178.See file dsdata.txt to determine how the superseded data were derived.
 DD1178
 DD1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0506168072(NAD 83)
 DD1178_MARKER: DD = SURVEY DISK
 DD1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1178_SP_SET: CONCRETE POST
 DD1178_STAMPING: HORZ 008 037 1981
 DD1178_MARK LOGO: SCGS  
 DD1178_PROJECTION: FLUSH
 DD1178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1178+STABILITY: SURFACE MOTION
 DD1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1178+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 DD1178
 DD1178  HISTORY     - Date     Condition        Report By
 DD1178  HISTORY     - 1982     MONUMENTED       SCGS
 DD1178  HISTORY     - 1984     GOOD             SCGS
 DD1178  HISTORY     - 19931109 GOOD             SCGS
 DD1178  HISTORY     - 20040106 GOOD             SCGS
 DD1178
 DD1178                          STATION DESCRIPTION
 DD1178
 DD1178'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1178'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST-NORTHEAST OF
 DD1178'MONCKS CORNER, ABOUT 8.8 KM (5.5 MI) SOUTHEAST OF HUGER, STATION IS
 DD1178'ON THE RIGHT-OF-WAY OF COUNTY ROAD S-8-376.  FOR INFORMATION CONTACT--
 DD1178'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD1178'S.C.  29202, PHONE (803) 758-3414.
 DD1178'
 DD1178'TO REACH THE STATION FROM THE POST OFFICE IN CORDESVILLE, GO
 DD1178'NORTHWEST ON STATE HIGHWAY 402 FOR 0.6 KM (0.35 MI) TO SIDE ROAD,
 DD1178'RIGHT, TURN RIGHT, GO NORTHEAST ON COUNTY ROAD S-8-376 FOR 1.8 KM
 DD1178'(1.1 MI) TO THE STATION ON LEFT.
 DD1178'
 DD1178'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1178'---008 037 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1178'CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND LOCATED 11.3
 DD1178'METERS NNW FROM CENTER OF S-8-376,  0.3 METERS SSE FROM
 DD1178'METAL WITNESS POST NO SIGN,  2.9 METERS NE FROM PROPERTY
 DD1178'BOUNDARY POST FOR NATIONAL FOREST, AND  3.1 METERS W FROM 18
 DD1178'INCH OAK TREE USED FOR BOUNDARY LINE ON FOREST.
 DD1178'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1178'DISK STAMPED---008 037 1981---SET INTO AN IRREGULAR MASS OF
 DD1178'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD1178'
 DD1178'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1178'DISK STAMPED---008 037 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD1178'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1178'9.5 METERS NNW FROM CENTER OF S-8-376,  0.3 METERS S FROM
 DD1178'METAL WITNESS POST NO SIGN, 18.2 METERS WSW FROM PROPERTY
 DD1178'BOUNDARY POST FOR NATIONAL FOREST, 10.5 METERS FROM YOU GUESS WHAT,
 DD1178'AND 1 FOOT LOWER THAN THE STATION.
 DD1178'
 DD1178'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1178'DISK STAMPED---008 037 1981 RM 2---SET INTO THE TOP OF A ROUND
 DD1178'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE
 DD1178'GROUND LOCATED  7.8 METERS NNE FROM CENTER OF S-8-376,  9.9
 DD1178'METERS SW FROM DOUBLE TRUNK LIVE OAK TREE, 12.6 METERS W FROM
 DD1178'FROM TELEPHONE JUNCTION BOX, AND  7.0 METERS W FROM APPROXIMATE
 DD1178'CENTER OF DRIVEWAY.
 DD1178
 DD1178                          STATION RECOVERY (1984)
 DD1178
 DD1178'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1178'2.1 KM (1.3 MI) NE FROM CORDESVILLE.
 DD1178'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1178'POST OFFICE IN CORDESVILLE, THENCE 1.85 KILOMETERS (1.15 MILES)
 DD1178'NORTHEAST ALONG COUNTY ROAD S-8-376, SET ON THE OUTSIDE OF A CURVE
 DD1178'NEAR THE EAST CORNER OF A YARD, 38.1 METERS (125.0 FEET)
 DD1178'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A
 DD1178'ONE-STORY HOUSE, 11.13 METERS (36.5 FEET) NORTH-NORTHWEST OF THE
 DD1178'CENTERLINE OF THE COUNTY ROAD, 9.75 METERS (32.0 FEET) WEST-SOUTHWEST
 DD1178'OF THE APPROXIMATE CENTER OF A FIELD ACCESS ROAD, 2.59 METERS (8.5
 DD1178'FEET) SOUTHWEST OF A PAIR OF 24-INCH PINE TREES.
 DD1178'THE MARK IS 0.32 METERS  SSE FROM A WITNESS POST.
 DD1178'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DD1178
 DD1178                          STATION RECOVERY (1993)
 DD1178
 DD1178'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 DD1178'STATION IS LOCATED 8.9 MILES (14.3 KM) EAST SOUTHEAST OF MONCKS
 DD1178'CORNER, 5.2 MILES (8.4 KM) NORTHWEST OF HUGER. OWNERSHIP--NATIONAL
 DD1178'FOREST PROPERTY. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD1178'HIGHWAYS 52 AND 17 ALTERNATE, 3.3 MILES (5.3 KM) NORTHEAST OF MONCKS
 DD1178'CORNER, GO SOUTHWEST ON HIGHWAYS 52 AND 17 FOR 0.2 MILE (0.3 KM) TO
 DD1178'THE JUNCTION OF STATE HIGHWAY 402, TURN LEFT ON HIGHWAY 402 FOR 0.25
 DD1178'MILE (0.40 KM) TO A PAVED ROAD LEFT (DEAD END) AND HIGHWAY 402 RIGHT,
 DD1178'TURN RIGHT ON HIGHWAY 402 FOR 7.5 MILES (12.1 KM) TO THE JUNCTION OF
 DD1178'STATE ROAD 376 (ALLIGATOR ROAD), TURN LEFT ON ROAD 376 FOR 1.15 MILES
 DD1178'(1.85 KM) TO THE STATION ON THE LEFT NEAR A NATIONAL FOREST PROPERTY
 DD1178'BOUNDARY SIGN IN THE NORTHWEST ANGLE OF A WOODS ROAD LEADING NORTH.
 DD1178'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 0.5 FOOT
 DD1178'(15.2 CM) BELOW THE ROAD, 240.0 FEET (73.2 M) EAST NORTHEAST OF SURVEY
 DD1178'STATION 8 101, 36.6 FEET (11.2 M) NORTH NORTHWEST OF THE CENTER OF
 DD1178'ROAD 376, 32.3 FEET (9.8 M) WEST OF THE CENTER OF THE WOODS ROAD, 10.4
 DD1178'FEET (3.2 M) NORTHEAST OF THE SIGN POST, 150.8 FEET (46.0 M) SOUTHEAST
 DD1178'OF THE SOUTHEAST CORNER OF A BRICK WELL HOUSE, 193.6 FEET (59.0 M)
 DD1178'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK FOUNDATION FOR A MOBILE
 DD1178'HOME, 1.0 FOOT (0.3 M) SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED BY
 DD1178'C.E. GEOGHEGAN.
 DD1178
 DD1178                          STATION RECOVERY (2004)
 DD1178
 DD1178'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD1178'STATION IS LOCATED 4.85 MILES NORTHWEST OF HUGER, 8.8 MILES EAST
 DD1178'SOUTHEAST OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1178'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DD1178'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DD1178'402, 41 AND STATE ROAD 133  (STEED CREEK ROAD) IN HUGER, GO NORTHWEST
 DD1178'ON HIGHWAY 402 FOR 7.9 MILES TO THE  JUNCTION OF STATE ROAD 376
 DD1178'(ALLIGATOR ROAD), TURN RIGHT ON ROAD 376 FOR 1.15 MILES  TO THE
 DD1178'STATION ON THE LEFT IN THE NORTHWEST ANGLE OF A WOODS ROAD LEFT
 DD1178'LEADING  NORTH AND NEAR THE SOUTHWEST CORNER OF A WOOD FENCED PROPERTY
 DD1178'OF A WOODEN  HOUSE NUMBER 1238. STATION IS A CONCRETE POST FLUSH WITH
 DD1178'THE GROUND AND LEVEL WITH THE ROAD,  35.8 FEET NORTH NORTHWEST OF THE
 DD1178'CENTER OF THE ROAD, 48.3 FEET WEST OF  SURVEY STATION 008 037 RM 1,
 DD1178'11.2 FEET NORTH NORTHEAST OF A TELEPHONE  JUNCTION BOX 10000/X/6, 10.2
 DD1178'FEET NORTHEAST OF A WOODEN POST WITH A NATIONAL  FOREST PROPERTY
 DD1178'BOUNDARY SIGN ATTACHED, 32.6 FEET WEST OF THE CENTER OF  THE WOODS
 DD1178'ROAD, 1.0 FOOT SOUTH OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1179 ***********************************************************************
 DD1179  DESIGNATION -  008 037 RM 1
 DD1179  PID         -  DD1179
 DD1179  STATE/COUNTY-  SC/BERKELEY
 DD1179  USGS QUAD   -  BETHERA (1948)
 DD1179
 DD1179                         *CURRENT SURVEY CONTROL
 DD1179  ___________________________________________________________________
 DD1179* NAD 83(1986)-  33 08 46.     (N)    079 52 24.     (W)     SCALED    
 DD1179* NAVD 88     -        17.029  (meters)      55.87   (feet)  ADJUSTED  
 DD1179  ___________________________________________________________________
 DD1179  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DD1179  DYNAMIC HT  -          17.011 (meters)      55.81  (feet)  COMP
 DD1179  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 DD1179
 DD1179  VERT ORDER  -  FIRST     CLASS II
 DD1179
 DD1179.The horizontal coordinates were scaled from a topographic map and have
 DD1179.an estimated accuracy of +/- 6 seconds.
 DD1179
 DD1179.The orthometric height was determined by differential leveling
 DD1179.and adjusted by the National Geodetic Survey in June 1991..
 DD1179
 DD1179.The geoid height was determined by GEOID03.
 DD1179
 DD1179.The dynamic height is computed by dividing the NAVD 88
 DD1179.geopotential number by the normal gravity value computed on the
 DD1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1179.degrees latitude (g = 980.6199 gals.).
 DD1179
 DD1179.The modeled gravity was interpolated from observed gravity values.
 DD1179
 DD1179;                    North         East    Units  Estimated Accuracy
 DD1179;SPC SC       -   146,160.      714,700.      MT  (+/- 180 meters Scaled)
 DD1179
 DD1179                          SUPERSEDED SURVEY CONTROL
 DD1179
 DD1179  NGVD 29 (03/21/89)   17.330  (m)           56.86   (f) ADJUSTED    1 2
 DD1179
 DD1179.Superseded values are not recommended for survey control.
 DD1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1179.See file dsdata.txt to determine how the superseded data were derived.
 DD1179
 DD1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS050680(NAD 83)
 DD1179_MARKER: DD = SURVEY DISK
 DD1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1179_SP_SET: CONCRETE POST
 DD1179_STAMPING: RM 1 008 037 1981
 DD1179_MARK LOGO: SCGS  
 DD1179_PROJECTION: FLUSH
 DD1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1179
 DD1179  HISTORY     - Date     Condition        Report By
 DD1179  HISTORY     - 1981     MONUMENTED       SCGS
 DD1179  HISTORY     - 1984     GOOD             SCGS
 DD1179
 DD1179                          STATION DESCRIPTION
 DD1179
 DD1179'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1179'2.1 KM (1.3 MI) NE FROM CORDESVILLE.
 DD1179'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1179'POST OFFICE IN CORDESVILLE, THENCE 1.85 KILOMETERS (1.15 MILES)
 DD1179'NORTHEAST ALONG COUNTY ROAD S-8-376, SET IN THE NORTHEAST ANGLE OF THE
 DD1179'INTERSECTION OF A FIELD ACCESS ROAD, 51.66 METERS (169.5 FEET)
 DD1179'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A
 DD1179'ONE-STORY HOUSE, 14.72 METERS (48.3 FEET) EAST OF STATION 008 037
 DD1179'SCGS, 4.57 METERS (15.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER
 DD1179'OF A FIELD ACCESS ROAD, 9.3 METERS (30.5 FEET) NORTH OF THE CENTERLINE
 DD1179'OF THE COUNTY ROAD, 1.98 METERS (6.5 FEET) WEST-NORTHWEST OF A 10-INCH
 DD1179'OAK TREE.
 DD1179'THE MARK IS 0.30 METERS  S FROM  STEEL POST
 DD1179'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1177 ***********************************************************************
 DD1177  DESIGNATION -  008 037 RM 2
 DD1177  PID         -  DD1177
 DD1177  STATE/COUNTY-  SC/BERKELEY
 DD1177  USGS QUAD   -  BETHERA (1948)
 DD1177
 DD1177                         *CURRENT SURVEY CONTROL
 DD1177  ___________________________________________________________________
 DD1177* NAD 83(2001)-  33 08 40.18191(N)    079 52 25.53470(W)     ADJUSTED  
 DD1177* NAVD 88     -        16.421  (meters)      53.87   (feet)  ADJUSTED  
 DD1177  ___________________________________________________________________
 DD1177  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DD1177  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DD1177  DYNAMIC HT  -          16.403 (meters)      53.82  (feet)  COMP
 DD1177  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 DD1177
 DD1177  HORZ ORDER  -  SECOND
 DD1177  VERT ORDER  -  FIRST     CLASS II
 DD1177
 DD1177.The horizontal coordinates were established by classical geodetic methods
 DD1177.and adjusted by the National Geodetic Survey in March 2004..
 DD1177
 DD1177.The orthometric height was determined by differential leveling
 DD1177.and adjusted by the National Geodetic Survey in June 1991..
 DD1177
 DD1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1177
 DD1177.The geoid height was determined by GEOID03.
 DD1177
 DD1177.The dynamic height is computed by dividing the NAVD 88
 DD1177.geopotential number by the normal gravity value computed on the
 DD1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1177.degrees latitude (g = 980.6199 gals.).
 DD1177
 DD1177.The modeled gravity was interpolated from observed gravity values.
 DD1177
 DD1177;                    North         East     Units Scale Factor Converg.
 DD1177;SPC SC       -   145,977.965   714,659.503   MT  0.99983533   +0 37 27.8
 DD1177;SPC SC       -   478,930.33  2,344,683.41   iFT  0.99983533   +0 37 27.8
 DD1177;UTM  17      - 3,667,870.346   605,039.597   MT  0.99973603   +0 36 57.0
 DD1177
 DD1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1177!SPC SC       -   1.00000259  x   0.99983533  =   0.99983792
 DD1177!UTM  17      -   1.00000259  x   0.99973603  =   0.99973862
 DD1177
 DD1177                          SUPERSEDED SURVEY CONTROL
 DD1177
 DD1177  NAD 83(1986)-  33 08 40.19256(N)    079 52 25.53632(W) AD(       ) 2
 DD1177  NAD 27      -  33 08 39.58196(N)    079 52 26.25076(W) AD(       ) 2
 DD1177  NGVD 29 (03/21/89)   16.722  (m)           54.86   (f) ADJUSTED    1 2
 DD1177
 DD1177.Superseded values are not recommended for survey control.
 DD1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1177.See file dsdata.txt to determine how the superseded data were derived.
 DD1177
 DD1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0504067870(NAD 83)
 DD1177_MARKER: DD = SURVEY DISK
 DD1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1177_SP_SET: CONCRETE POST
 DD1177_STAMPING: RM 2 008 037 1981
 DD1177_MARK LOGO: SCGS  
 DD1177_PROJECTION: FLUSH
 DD1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1177
 DD1177  HISTORY     - Date     Condition        Report By
 DD1177  HISTORY     - 1981     MONUMENTED       SCGS
 DD1177  HISTORY     - 1985     GOOD             SCGS
 DD1177  HISTORY     - 20040106 MARK NOT FOUND   SCGS
 DD1177
 DD1177                          STATION DESCRIPTION
 DD1177
 DD1177'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1177'2.1 KM (1.3 MI) NE FROM CORDESVILLE.
 DD1177'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1177'CORDESVILLE POST OFFICE, THENCE 2.1 KILOMETERS (1.3 MILES) NORTHEAST
 DD1177'ALONG COUNTY ROAD S-8-376, SET IN A SMALL MEDIAN NEAR A 48-INCH TWIN
 DD1177'TRUNK OAK TREE AT THE INTERSECTION OF A SAND DRIVE LEADING TO TWO
 DD1177'ONE-STORY HOUSES THAT ARE NEXT TO EACH OTHER, 23.45 METERS (76.94
 DD1177'FEET) EAST-NORTHEAST OF A 12-INCH Y-SHAPED OAK TREE, 7.8 METERS (25.59
 DD1177'FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 7.7 METERS
 DD1177'(25.26 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND
 DD1177'DRIVE, 10.5 METERS (34.45 FEET) SOUTHWEST OF THE 48-INCH TWIN TRUNK
 DD1177'OAK TREE.
 DD1177'THE MARK IS 0.80 M BELOW COUNTY ROAD.
 DD1177
 DD1177                          STATION RECOVERY (2004)
 DD1177
 DD1177'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD1177'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD1177'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD1177'LOCATE THIS STATION WITH NO  RESULTS, AREA CHANGED DUE 1989 HURRICANE
 DD1177'HUGO, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3140 ***********************************************************************
 DD3140  DESIGNATION -  008 038
 DD3140  PID         -  DD3140
 DD3140  STATE/COUNTY-  SC/BERKELEY
 DD3140  USGS QUAD   -  HUGER (1971)
 DD3140
 DD3140                         *CURRENT SURVEY CONTROL
 DD3140  ___________________________________________________________________
 DD3140* NAD 83(2001)-  33 05 00.49246(N)    079 46 31.50863(W)     ADJUSTED  
 DD3140* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 DD3140  ___________________________________________________________________
 DD3140  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 DD3140  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DD3140
 DD3140  HORZ ORDER  -  SECOND
 DD3140
 DD3140.The horizontal coordinates were established by classical geodetic methods
 DD3140.and adjusted by the National Geodetic Survey in March 2004..
 DD3140
 DD3140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3140
 DD3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3140
 DD3140.The geoid height was determined by GEOID03.
 DD3140
 DD3140;                    North         East     Units Scale Factor Converg.
 DD3140;SPC SC       -   139,315.803   723,912.813   MT  0.99984557   +0 40 44.1
 DD3140;SPC SC       -   457,072.84  2,375,042.04   iFT  0.99984557   +0 40 44.1
 DD3140;UTM  17      - 3,661,207.270   614,290.956   MT  0.99976105   +0 40 06.7
 DD3140
 DD3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3140!SPC SC       -   1.00000361  x   0.99984557  =   0.99984918
 DD3140!UTM  17      -   1.00000361  x   0.99976105  =   0.99976466
 DD3140
 DD3140|---------------------------------------------------------------------|
 DD3140| PID    Reference Object                     Distance      Geod. Az  |
 DD3140|                                                           dddmmss.s |
 DD3140| DD3666 008 038 RM 1                         10.382 METERS 04403     |
 DD3140| DD3141 008 038 RM 2                        339.534 METERS 27223     |
 DD3140|---------------------------------------------------------------------|
 DD3140
 DD3140                          SUPERSEDED SURVEY CONTROL
 DD3140
 DD3140  NAD 83(1986)-  33 05 00.50289(N)    079 46 31.51166(W) AD(       ) 2
 DD3140  NAD 27      -  33 04 59.89050(N)    079 46 32.22631(W) AD(       ) 2
 DD3140  NGVD 29 (07/19/86)   10.5    (m)           34.     (f) VERT ANG       
 DD3140
 DD3140.Superseded values are not recommended for survey control.
 DD3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3140.See file dsdata.txt to determine how the superseded data were derived.
 DD3140
 DD3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1429161207(NAD 83)
 DD3140_MARKER: DD = SURVEY DISK
 DD3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3140
 DD3140  HISTORY     - Date     Condition        Report By
 DD3140  HISTORY     - 1982     MONUMENTED       SCGS
 DD3140  HISTORY     - 20031217 MARK NOT FOUND   SCGS
 DD3140
 DD3140                          STATION DESCRIPTION
 DD3140
 DD3140'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3140'THE STATION IS LOCATED ABOUT 5.6 KM (2.5 MI) SOUTHEAST OF HUGER, IS
 DD3140'ON THE RIGHT-OF-WAY OF HIGHWAY S-8-133.  FOR INFORMATION CONTACT--
 DD3140'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3140'S.C. 29202, PHONE (803) 758-3414.
 DD3140'
 DD3140'TO REACH THE STATION FROM
 DD3140'THE JUNCTION OF STATE HIGHWAYS 41 AND
 DD3140'402 AND COUNTY HIGHWAY 133 IN THE VILLAGE OF HUGER, GO EASTERLY ON
 DD3140'HIGHWAY 133 FOR 3.4 KM (2.1 MI) TO A SIDE ROAD LEFT AND THE STATION
 DD3140'ON LEFT.
 DD3140'
 DD3140'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3140'---008 038 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3140'INCHES IN DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND LOCATED 27.0
 DD3140'METERS NNE FROM THE CENTER OF HIGHWAY 133, 10.9 METERS SW FROM THE
 DD3140'METAL WITNESS POST, 19.6 METERS NNW FROM THE TELEPHONE JUNCTION BOX,
 DD3140'37.0 METERS WNW FROM THE APPROXIMATE CENTER OF DIRT ROAD, 19.7 METERS
 DD3140'NNW FROM THE FOREST SURVEY MARK 403H2 IN TOP OF 3 POST, AND FROM
 DD3140'PROJECTING 13.
 DD3140'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3140'DISK STAMPED---008 038 1981---SET INTO AN IRREGULAR MASS OF
 DD3140'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3140'
 DD3140'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3140'DISK STAMPED---008 038 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3140'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 16 CM ABOVE THE
 DD3140'GROUND LOCATED 36.8 METERS NNE FROM THE CENTER OF HIGHWAY 133,  0.5
 DD3140'METERS SW FROM THE METAL WITNESS POST, 24.0 METERS N FROM THE FOREST
 DD3140'SURVEY BEARING TREE PINE 23 INCH,  3.2 METERS W FROM THE INCH LIVE
 DD3140'OAK, AND IS LEVEL WITH THE STATION.
 DD3140'
 DD3140'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3140'DISK STAMPED---008 038 1981 RM 2---SET INTO THE TOP OF A ROUND
 DD3140'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND NOTE--
 DD3140'RM 2 IS USED AS AZIMUTH MARK. LOCATED 11.5 METERS S FROM THE CENTER
 DD3140'OF HIGHWAY 133,  0.4 METERS N FROM THE METAL WITNESS POST, 15.6
 DD3140'METERS W FROM THE POWER POLE, AND IS LEVEL WITH THE STATION.
 DD3140'
 DD3140'TO REACH RM 2 FROM THE STATION GO WESTERLY ON HIGHWAY 133 FOR 0.3
 DD3140'KM (0.2 MI) TO MARK ON LEFT.
 DD3140
 DD3140                          STATION RECOVERY (2003)
 DD3140
 DD3140'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3140'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3140'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3140'LOCATE THIS STATION, A POST WAS  FOUND WITH DISK MISSING, PRESUMED
 DD3140'DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3141 ***********************************************************************
 DD3141  DESIGNATION -  008 038 RM 2
 DD3141  PID         -  DD3141
 DD3141  STATE/COUNTY-  SC/BERKELEY
 DD3141  USGS QUAD   -  HUGER (1971)
 DD3141
 DD3141                         *CURRENT SURVEY CONTROL
 DD3141  ___________________________________________________________________
 DD3141* NAD 83(2001)-  33 05 00.95168(N)    079 46 44.58914(W)     ADJUSTED  
 DD3141* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 DD3141  ___________________________________________________________________
 DD3141  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 DD3141  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DD3141
 DD3141  HORZ ORDER  -  SECOND
 DD3141
 DD3141.The horizontal coordinates were established by classical geodetic methods
 DD3141.and adjusted by the National Geodetic Survey in March 2004..
 DD3141
 DD3141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3141
 DD3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3141
 DD3141.The geoid height was determined by GEOID03.
 DD3141
 DD3141;                    North         East     Units Scale Factor Converg.
 DD3141;SPC SC       -   139,325.934   723,573.482   MT  0.99984554   +0 40 36.8
 DD3141;SPC SC       -   457,106.08  2,373,928.75   iFT  0.99984554   +0 40 36.8
 DD3141;UTM  17      - 3,661,217.462   613,951.656   MT  0.99976010   +0 39 59.5
 DD3141
 DD3141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3141!SPC SC       -   1.00000397  x   0.99984554  =   0.99984951
 DD3141!UTM  17      -   1.00000397  x   0.99976010  =   0.99976407
 DD3141
 DD3141                          SUPERSEDED SURVEY CONTROL
 DD3141
 DD3141  NAD 83(1986)-  33 05 00.96202(N)    079 46 44.59218(W) AD(       ) 2
 DD3141  NAD 27      -  33 05 00.34989(N)    079 46 45.30644(W) AD(       ) 2
 DD3141  NGVD 29 (07/19/86)    8.2    (m)           27.     (f) VERT ANG       
 DD3141
 DD3141.Superseded values are not recommended for survey control.
 DD3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3141.See file dsdata.txt to determine how the superseded data were derived.
 DD3141
 DD3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1395261217(NAD 83)
 DD3141_MARKER: DD = SURVEY DISK
 DD3141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3141_SP_SET: CONCRETE POST
 DD3141_STAMPING: 008 038 1981 RM 2
 DD3141_MARK LOGO: SCGS  
 DD3141_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3141+STABILITY: SURFACE MOTION
 DD3141
 DD3141  HISTORY     - Date     Condition        Report By
 DD3141  HISTORY     - 1981     MONUMENTED       SCGS
 DD3141  HISTORY     - 19930920 GOOD             SCGS
 DD3141  HISTORY     - 20031217 MARK NOT FOUND   SCGS
 DD3141
 DD3141                          STATION DESCRIPTION
 DD3141
 DD3141'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3141'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTHEAST OF HUGER.
 DD3141'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3141'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3141'JUNCTION OF STATE HIGHWAYS 41, 402 AND STATE ROAD 133 IN HUGER, GO
 DD3141'SOUTH ON ROAD 133 FOR 1.9 MILES (3.1 KM) TO THE STATION ON THE RIGHT
 DD3141'NEAR A POWER POLE, 0.2 MILE (0.3 KM) WEST OF A SIDE ROAD LEFT.
 DD3141'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 11.5 METERS
 DD3141'(37.7 FT) SOUTH OF THE CENTER OF THE ROAD, 0.4 METER (1.3 FT) NORTH
 DD3141'OF A WITNESS POST, 15.6 METERS (51.2 FT) WEST OF THE POWER POLE.
 DD3141
 DD3141                          STATION RECOVERY (2003)
 DD3141
 DD3141'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3141'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3141'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3141'LOCATE THIS STATION WITH NO  RESULTS, AREA CHANGED DUE TO RIGHT OF WAY
 DD3141'MAINTENANCE, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1910 ***********************************************************************
 DE1910  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1910  DESIGNATION -  008 040
 DE1910  PID         -  DE1910
 DE1910  STATE/COUNTY-  SC/BERKELEY
 DE1910  USGS QUAD   -  MONCKS CORNER (1979)
 DE1910
 DE1910                         *CURRENT SURVEY CONTROL
 DE1910  ___________________________________________________________________
 DE1910* NAD 83(2001)-  33 10 21.84215(N)    080 00 39.96174(W)     ADJUSTED  
 DE1910* NAVD 88     -        14.67   (meters)      48.1    (feet)  GPS OBS   
 DE1910  ___________________________________________________________________
 DE1910  X           -     926,956.536 (meters)                     COMP
 DE1910  Y           -  -5,262,994.077 (meters)                     COMP
 DE1910  Z           -   3,469,999.671 (meters)                     COMP
 DE1910  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DE1910  ELLIP HEIGHT-         -17.95  (meters)          (10/01/04) GPS OBS
 DE1910  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DE1910
 DE1910  HORZ ORDER  -  FIRST
 DE1910  ELLP ORDER  -  FOURTH    CLASS I
 DE1910
 DE1910.The horizontal coordinates were established by GPS observations
 DE1910.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1910
 DE1910.The orthometric height was determined by GPS observations and a
 DE1910.high-resolution geoid model using precise GPS observation and
 DE1910.processing techniques.
 DE1910
 DE1910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1910
 DE1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1910
 DE1910.The ellipsoidal height was determined by GPS observations
 DE1910.and is referenced to NAD 83.
 DE1910
 DE1910.The geoid height was determined by GEOID03.
 DE1910
 DE1910;                    North         East     Units Scale Factor Converg.
 DE1910;SPC SC       -   148,978.101   701,818.341   MT  0.99983097   +0 32 53.7
 DE1910;SPC SC       -   488,773.30  2,302,553.61   iFT  0.99983097   +0 32 53.7
 DE1910;UTM  17      - 3,670,871.897   592,200.296   MT  0.99970481   +0 32 28.1
 DE1910
 DE1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1910!SPC SC       -   1.00000282  x   0.99983097  =   0.99983379
 DE1910!UTM  17      -   1.00000282  x   0.99970481  =   0.99970763
 DE1910
 DE1910|---------------------------------------------------------------------|
 DE1910| PID    Reference Object                     Distance      Geod. Az  |
 DE1910|                                                           dddmmss.s |
 DE1910| DE2571 008 040 RM 1                          8.542 METERS 02852     |
 DE1910| DE1911 008 040 AZ MK                       APPROX. 0.5 KM 2105553.6 |
 DE1910|---------------------------------------------------------------------|
 DE1910
 DE1910                          SUPERSEDED SURVEY CONTROL
 DE1910
 DE1910  NAD 83(2001)-  33 10 21.84189(N)    080 00 39.96039(W) AD(       ) 2
 DE1910  NAD 83(1986)-  33 10 21.85302(N)    080 00 39.96210(W) AD(       ) 2
 DE1910  NAD 27      -  33 10 21.24139(N)    080 00 40.66772(W) AD(       ) 2
 DE1910  NGVD 29 (07/19/86)   16.1    (m)           53.     (f) VERT ANG       
 DE1910
 DE1910.Superseded values are not recommended for survey control.
 DE1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1910.See file dsdata.txt to determine how the superseded data were derived.
 DE1910
 DE1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9220070872(NAD 83)
 DE1910_MARKER: DD = SURVEY DISK
 DE1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1910_STAMPING: HORZ 008 040 1982
 DE1910_MARK LOGO: SCGS  
 DE1910_PROJECTION: RECESSED 15 CENTIMETERS
 DE1910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1910+STABILITY: SURFACE MOTION
 DE1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1910+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 DE1910
 DE1910  HISTORY     - Date     Condition        Report By
 DE1910  HISTORY     - 1982     MONUMENTED       SCGS
 DE1910  HISTORY     - 19970623 MARK NOT FOUND   USPSQD
 DE1910  HISTORY     - 20031112 GOOD             SCGS
 DE1910
 DE1910                          STATION DESCRIPTION
 DE1910
 DE1910'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1910'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF MONCKS
 DE1910'CORNER, IS ON THE RIGHT-OF-WAY OF HIGHWAY S-8-791.  FOR INFORMATION
 DE1910'CONTACT--  GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DE1910'COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DE1910'
 DE1910'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 17A IN
 DE1910'MONCKS CORNER, GO SOUTHEAST ON U.S. HIGHWAY 54 FOR 2.1 KM (1.3 MI) TO
 DE1910'CROSSROADS, WHERE U.S. HIGHWAY 52 TURNS RIGHT, CONTINUE SOUTHERLY ON
 DE1910'HIGHWAY S-8-791 FOR 1.9 KM (1.2 MI) TO THE STATION ON RIGHT.
 DE1910'
 DE1910'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1910'---008 040 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1910'CM IN DIAMETER RECESSED 4 INCHES BELOW THE GROUND LOCATED  1.8 METERS
 DE1910'SE FROM A METAL WITNESS POST,  2.3 METERS E FROM THE FENCE CORNER,
 DE1910'11.9 METERS NW FROM THE CENTER OF COUNTY ROAD S-8-791,  8.5 METERS NE
 DE1910'FROM THE CENTER OF ROAD DRIVEWAY, AND 18.7 METERS ENE FROM A POWER
 DE1910'LINE POLE.
 DE1910'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1910'DISK STAMPED---008 040 1982---SET INTO AN IRREGULAR MASS OF
 DE1910'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DE1910'
 DE1910'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1910'DISK STAMPED---RM 1 008 040 1982---SET INTO THE TOP OF A ROUND
 DE1910'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1910'1.1 METERS SE FROM THE METAL WITNESS POST,  9.97 METERS NE FROM THE
 DE1910'FENCE CORNER, 17.4 METERS NNE FROM A ROCK DRIVEWAY, AND 12.8 METERS
 DE1910'NW FROM THE CENTER OF COUNTY ROAD S-8-791.
 DE1910'
 DE1910'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1910'STAMPED---AZ MK 008 040 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1910'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  4.0 METERS
 DE1910'NW FROM A METAL WITNESS POST,  1.7 METERS W FROM A FENCE CORNER POST,
 DE1910'10.7 METERS SE FROM THE CENTER OF COUNTY ROAD S-8-791, AND  7.9
 DE1910'METERS S FROM THE CENTER OF HEAVY EQUIPMENT DEALERS ENTRANCE.
 DE1910'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON COUNTY
 DE1910'ROAD S-8-791 FOR 0.6 KM (0.35 MI) TO THE MARK ON THE LEFT.
 DE1910
 DE1910                          STATION RECOVERY (1997)
 DE1910
 DE1910'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1910'MARK NOT FOUND.
 DE1910
 DE1910                          STATION RECOVERY (2003)
 DE1910
 DE1910'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1910'STATION IS LOCATED 1.55 MILES SOUTH OF MONCKS CORNER.
 DE1910'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1910'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1910'JUNCTION OF STATE HIGHWAY 6 (MAIN STREET), U.S. HIGHWAY  52 AND STATE
 DE1910'ROAD 1072 (MAIN STREET EXTENSION) IN MONCKS CORNER, GO SOUTH ON
 DE1910'HIGHWAY  52 FOR 0.35 MILE TO THE JUNCTION OF STATE ROADS 791 (OLD U.S.
 DE1910'HIGHWAY 52) AND 1094 (R.C.  DENNIS BOULEVARD), TURN RIGHT ON ROAD 791
 DE1910'FOR 1.2 MILES TO THE STATION ON THE  RIGHT IN A GRASSY AREA IN THE
 DE1910'YARD OF SEASIDE UTILITIES INCORPORATED (1363 OLD  HIGHWAY 52). STATION
 DE1910'IS A CONCRETE POST RECESSED 0.5 FOOT AND 0.5 FOOT BELOW THE ROAD, 39.1
 DE1910'FEET  NORTHWEST OF THE CENTER OF THE ROAD, 9.0 FEET WEST NORTHWEST OF
 DE1910'THE NORTH  CORNER OF A METAL DRAIN GRATE, 79.9 FEET SOUTH SOUTHEAST OF
 DE1910'THE SOUTH CORNER OF  THE BUILDING, 36.0 FEET SOUTHWEST OF THE
 DE1910'SOUTHEAST LEG OF THE SIGN FOR THE  BUSINESS, 27.8 FEET SOUTH SOUTHWEST
 DE1910'OF SURVEY STATION 008 040 RM 1, 5.9 FEET  SOUTHEAST OF A WITNESS POST.
 DE1910'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008 040 AZ MK.
 DE1910'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1911 ***********************************************************************
 DE1911  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1911  DESIGNATION -  008 040 AZ MK
 DE1911  PID         -  DE1911
 DE1911  STATE/COUNTY-  SC/BERKELEY
 DE1911  USGS QUAD   -  MONCKS CORNER (1979)
 DE1911
 DE1911                         *CURRENT SURVEY CONTROL
 DE1911  ___________________________________________________________________
 DE1911* NAD 83(2001)-  33 10 07.37500(N)    080 00 50.26971(W)     ADJUSTED  
 DE1911* NAVD 88     -        14.43   (meters)      47.3    (feet)  GPS OBS   
 DE1911  ___________________________________________________________________
 DE1911  X           -     926,735.772 (meters)                     COMP
 DE1911  Y           -  -5,263,280.360 (meters)                     COMP
 DE1911  Z           -   3,469,626.471 (meters)                     COMP
 DE1911  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DE1911  ELLIP HEIGHT-         -18.19  (meters)          (10/01/04) GPS OBS
 DE1911  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DE1911
 DE1911  HORZ ORDER  -  FIRST
 DE1911  ELLP ORDER  -  FOURTH    CLASS I
 DE1911
 DE1911.The horizontal coordinates were established by GPS observations
 DE1911.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1911
 DE1911.The orthometric height was determined by GPS observations and a
 DE1911.high-resolution geoid model using precise GPS observation and
 DE1911.processing techniques.
 DE1911
 DE1911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1911
 DE1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1911
 DE1911.The ellipsoidal height was determined by GPS observations
 DE1911.and is referenced to NAD 83.
 DE1911
 DE1911.The geoid height was determined by GEOID03.
 DE1911
 DE1911;                    North         East     Units Scale Factor Converg.
 DE1911;SPC SC       -   148,529.946   701,555.585   MT  0.99983157   +0 32 48.0
 DE1911;SPC SC       -   487,302.97  2,301,691.55   iFT  0.99983157   +0 32 48.0
 DE1911;UTM  17      - 3,670,423.832   591,937.519   MT  0.99970421   +0 32 22.2
 DE1911
 DE1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1911!SPC SC       -   1.00000286  x   0.99983157  =   0.99983443
 DE1911!UTM  17      -   1.00000286  x   0.99970421  =   0.99970706
 DE1911
 DE1911:                Primary Azimuth Mark                     Grid Az
 DE1911:SPC SC       -  008 040                                  030 23 00.0
 DE1911:UTM  17      -  008 040                                  030 23 25.8
 DE1911
 DE1911|---------------------------------------------------------------------|
 DE1911| PID    Reference Object                     Distance      Geod. Az  |
 DE1911|                                                           dddmmss.s |
 DE1911| DE1910 008 040                             APPROX. 0.5 KM 0305548.0 |
 DE1911|---------------------------------------------------------------------|
 DE1911
 DE1911                          SUPERSEDED SURVEY CONTROL
 DE1911
 DE1911  NAD 83(2001)-  33 10 07.37546(N)    080 00 50.26715(W) AD(       ) 2
 DE1911  NAD 83(1986)-  33 10 07.38658(N)    080 00 50.26886(W) AD(       ) 2
 DE1911  NAD 27      -  33 10 06.77445(N)    080 00 50.97391(W) AD(       ) 2
 DE1911  NGVD 29 (07/19/86)   15.8    (m)           52.     (f) VERT ANG       
 DE1911
 DE1911.Superseded values are not recommended for survey control.
 DE1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1911.See file dsdata.txt to determine how the superseded data were derived.
 DE1911
 DE1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9193870424(NAD 83)
 DE1911_MARKER: DD = SURVEY DISK
 DE1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1911_SP_SET: CONCRETE POST
 DE1911_STAMPING: AZ MK 008 040 1982
 DE1911_MARK LOGO: SCGS  
 DE1911_PROJECTION: RECESSED 5 CENTIMETERS
 DE1911_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1911+STABILITY: SURFACE MOTION
 DE1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1911+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DE1911
 DE1911  HISTORY     - Date     Condition        Report By
 DE1911  HISTORY     - 1982     MONUMENTED       SCGS
 DE1911  HISTORY     - 19930920 GOOD             SCGS
 DE1911  HISTORY     - 20021112 GOOD             SCGS
 DE1911
 DE1911                          STATION DESCRIPTION
 DE1911
 DE1911'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1911'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTHWEST OF MONCKS CORNER.
 DE1911'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1911'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1911'JUNCTION OF U.S. HIGHWAY 52 AND 17 ALTERNATE IN MONCKS CORNER, GO
 DE1911'SOUTHEAST ON HIGHWAY 52 FOR 1.3 MILES (2.1 KM) TO A CROSSROAD AND
 DE1911'U.S. HGIHWAY 52 TURNS RIGHT, CONTINUE SOUTH ON STATE ROAD 791 FOR
 DE1911'1.55 MILES (2.49 KM) TO THE STATION ON THE LEFT NEAR A FENCE CORNER
 DE1911'POST. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 4.0 METERS
 DE1911'(13.1 FT) NORTHWEST OF A WITNESS POST, 1.7 METERS (5.6 FT) WEST OF
 DE1911'THE FENCE CORNER POST, 10.7 METERS (35.1 FT) SOUTHEAST OF THE CENTER
 DE1911'OF THE ROAD, 7.9 METERS (25.9 FT) SOUTH OF THE CENTER OF A HEAVY
 DE1911'EQUIPMENT DEALERS ENTRANCE.
 DE1911
 DE1911                          STATION RECOVERY (2002)
 DE1911
 DE1911'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1911'STATION IS LOCATED 1.85 MILES SOUTH OF MONCKS CORNER.
 DE1911'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1911'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1911'JUNCTION OF STATE HIGHWAY 6 (MAIN STREET), U.S. HIGHWAY  52 AND STATE
 DE1911'ROAD 1072 (MAIN STREET EXTENSION) IN MONCKS CORNER, GO SOUTH ON
 DE1911'HIGHWAY  52 FOR 0.35 MILE TO THE JUNCTION OF STATE ROADS 791 (OLD U.S.
 DE1911'HIGHWAY 52) AND 1094 (R.C.  DENNIS BOULEVARD), TURN RIGHT ON ROAD 791
 DE1911'FOR 1.5 MILES TO THE STATION ON THE LEFT  NEAR THE SOUTH GATE POST AT
 DE1911'THE ENTRANCE DRIVE TO (W AND W TRUCK AND TRACTOR, 1418  OLD HIGHWAY
 DE1911'52). STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT BELOW
 DE1911'THE ROAD, 35.2 FEET  SOUTHEAST OF THE CENTER OF THE ROAD, 26.6 FEET
 DE1911'SOUTHWEST OF THE CENTER OF THE DRIVE,  12.1 FEET NORTHEAST OF A
 DE1911'TELEPHONE JUNCTION BOX 10000/X/13, 9.7 FEET EAST OF THE  SOUTHWEST END
 DE1911'OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVE, 5.8 FEET WEST
 DE1911'SOUTHWEST OF A CHAIN LINK FENCE CORNER POST. NOTE-STATION IS
 DE1911'INTERVISIBLE WITH SURVEY STATION 008 040. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3205 ***********************************************************************
 DD3205  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3205  DESIGNATION -  008 041
 DD3205  PID         -  DD3205
 DD3205  STATE/COUNTY-  SC/BERKELEY
 DD3205  USGS QUAD   -  CORDESVILLE (1979)
 DD3205
 DD3205                         *CURRENT SURVEY CONTROL
 DD3205  ___________________________________________________________________
 DD3205* NAD 83(2001)-  33 12 08.32646(N)    079 59 23.40499(W)     ADJUSTED  
 DD3205* NAVD 88     -        16.87   (meters)      55.3    (feet)  GPS OBS   
 DD3205  ___________________________________________________________________
 DD3205  X           -     928,598.059 (meters)                     COMP
 DD3205  Y           -  -5,260,883.117 (meters)                     COMP
 DD3205  Z           -   3,472,746.297 (meters)                     COMP
 DD3205  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 DD3205  ELLIP HEIGHT-         -15.75  (meters)          (10/01/04) GPS OBS
 DD3205  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DD3205
 DD3205  HORZ ORDER  -  FIRST
 DD3205  ELLP ORDER  -  FOURTH    CLASS I
 DD3205
 DD3205.The horizontal coordinates were established by GPS observations
 DD3205.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3205
 DD3205.The orthometric height was determined by GPS observations and a
 DD3205.high-resolution geoid model using precise GPS observation and
 DD3205.processing techniques.
 DD3205
 DD3205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3205
 DD3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3205
 DD3205.The ellipsoidal height was determined by GPS observations
 DD3205.and is referenced to NAD 83.
 DD3205
 DD3205.The geoid height was determined by GEOID03.
 DD3205
 DD3205;                    North         East     Units Scale Factor Converg.
 DD3205;SPC SC       -   152,277.101   703,769.326   MT  0.99982666   +0 33 36.1
 DD3205;SPC SC       -   499,596.79  2,308,954.48   iFT  0.99982666   +0 33 36.1
 DD3205;UTM  17      - 3,674,170.258   594,151.445   MT  0.99970929   +0 33 11.5
 DD3205
 DD3205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3205!SPC SC       -   1.00000247  x   0.99982666  =   0.99982913
 DD3205!UTM  17      -   1.00000247  x   0.99970929  =   0.99971176
 DD3205
 DD3205:                Primary Azimuth Mark                     Grid Az
 DD3205:SPC SC       -  008 041 AZ MK                            044 22 16.4
 DD3205:UTM  17      -  008 041 AZ MK                            044 22 41.0
 DD3205
 DD3205|---------------------------------------------------------------------|
 DD3205| PID    Reference Object                     Distance      Geod. Az  |
 DD3205|                                                           dddmmss.s |
 DD3205| DD3203 008 041 AZ MK                       484.237 METERS 0445552.5 |
 DD3205| DD1333 008 001 BLACK AZ MK                 APPROX. 0.7 KM 1211537.5 |
 DD3205| DD3668 008 041 RM 1                          8.626 METERS 26623     |
 DD3205|---------------------------------------------------------------------|
 DD3205
 DD3205                          SUPERSEDED SURVEY CONTROL
 DD3205
 DD3205  NAD 83(2001)-  33 12 08.32580(N)    079 59 23.40524(W) AD(       ) 2
 DD3205  NAD 83(1986)-  33 12 08.33696(N)    079 59 23.40696(W) AD(       ) 2
 DD3205  NAD 27      -  33 12 07.72904(N)    079 59 24.11669(W) AD(       ) 2
 DD3205  NGVD 29 (07/19/86)   18.3    (m)           60.     (f) VERT ANG       
 DD3205
 DD3205.Superseded values are not recommended for survey control.
 DD3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3205.See file dsdata.txt to determine how the superseded data were derived.
 DD3205
 DD3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9415174170(NAD 83)
 DD3205_MARKER: DD = SURVEY DISK
 DD3205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3205_STAMPING: HORZ 008 041 1982
 DD3205_MARK LOGO: SCGS  
 DD3205_PROJECTION: FLUSH
 DD3205_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3205+STABILITY: SURFACE MOTION
 DD3205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3205+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 DD3205
 DD3205  HISTORY     - Date     Condition        Report By
 DD3205  HISTORY     - 1982     MONUMENTED       SCGS
 DD3205  HISTORY     - 19970623 MARK NOT FOUND   USPSQD
 DD3205  HISTORY     - 20031112 GOOD             SCGS
 DD3205  HISTORY     - 20050419 GOOD             FRELAN
 DD3205
 DD3205                          STATION DESCRIPTION
 DD3205
 DD3205'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3205'THE STATION IS LOCATED IN MONCKS CORNER AT THE JUNCTION OF U.S.
 DD3205'HIGHWAY 17A AND 52, IN FRONT OF THE BERKELEY MOTEL.  FOR INFORMATION
 DD3205'CONTACT--  GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DD3205'COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DD3205'
 DD3205'NO TO REACH NEEDED FOR THIS STATION.
 DD3205'
 DD3205'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3205'---008 041 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3205'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.1 METERS S FROM
 DD3205'CENTER OF HIGHWAY 17A ON RAMP,  8.8 METERS N FROM CENTER OF HIGHWAY
 DD3205'17A OFF RAMP,  1.5 METERS N FROM DO NOT ENTER SIGN,  3.6 METERS W
 DD3205'FROM ROADWAY ISLAND SIGN, AND 12.2 METERS S FROM YIELD SIGN.
 DD3205'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3205'DISK STAMPED---008 041 1982---SET INTO AN IRREGULAR MASS OF
 DD3205'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3205'
 DD3205'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3205'DISK STAMPED---RM 1 008 041 1982---SET INTO THE TOP OF A ROUND
 DD3205'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3205'8.2 METERS S FROM CENTER OF HIGHWAY 17A ON RAMP,  7.9 METERS N FROM
 DD3205'CENTER OF HIGHWAY 17A OFF RAMP,  8.8 METERS WNW FROM DO NOT ENTER
 DD3205'SIGN, 12.2 METERS W FROM ROADWAY ISLAND SIGN, AND IS LEVEL WITH THE
 DD3205'STATION.
 DD3205'
 DD3205'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3205'STAMPED---AZ MK 008 041 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DD3205'MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND
 DD3205'LOCATED 12.4 METERS SE FROM THE CENTER OF HIGHWAY 52,  3.0 METERS SW
 DD3205'FROM THE CENTER OF A MANHOLE COVER,  1.3 METERS SW FROM A POWER LINE
 DD3205'POLE, AND  9.4 METERS NE FROM THE CENTER OF DRIVEWAY TO THE LICENCE
 DD3205'SALES BUILDING.
 DD3205'
 DD3205'TO REACH AZIMUTH FROM THE STATION GO SOUTH ON HIGHWAY 52 FOR 0.3 MILE
 DD3205'TO THE AZIMUTH MARK ON THE LEFT.
 DD3205
 DD3205                          STATION RECOVERY (1997)
 DD3205
 DD3205'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD3205'MARK NOT FOUND.
 DD3205
 DD3205                          STATION RECOVERY (2003)
 DD3205
 DD3205'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3205'STATION IS LOCATED NEAR A HISTORICAL MARKER IN A GRASSY TRAFFIC ISLAND
 DD3205'AT THE JUNCTION OF  U.S. HIGHWAYS 52 AND 17 ALTERNATE IN MONCKS
 DD3205'CORNER. OWNERSHIP--SCDOT, DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191,
 DD3205'COLUMBIA, THAT SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE
 DD3205'POST FLUSH WITH THE GROUND AND LEVEL WITH THE CURB, 22.1  FEET EAST OF
 DD3205'THE SUPPORT POST OF THE HISTORICAL MARKER, 1.9 FEET SOUTH  SOUTHWEST
 DD3205'OF THE SOUTHWEST EDGE OF THE CONCRETE CURB OF THE WEST HIGHWAY 52  ON
 DD3205'TO SOUTH HIGHWAY 17 ALTERNATE, 4.7 FEET NORTHEAST OF A WITNESS POST.
 DD3205'RECOVERED BY T. HALL.
 DD3205
 DD3205                          STATION RECOVERY (2005)
 DD3205
 DD3205'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 DD3205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3203 ***********************************************************************
 DD3203  DESIGNATION -  008 041 AZ MK
 DD3203  PID         -  DD3203
 DD3203  STATE/COUNTY-  SC/BERKELEY
 DD3203  USGS QUAD   -  CORDESVILLE (1979)
 DD3203
 DD3203                         *CURRENT SURVEY CONTROL
 DD3203  ___________________________________________________________________
 DD3203* NAD 83(2001)-  33 12 19.45389(N)    079 59 10.19995(W)     ADJUSTED  
 DD3203* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 DD3203  ___________________________________________________________________
 DD3203  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DD3203  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DD3203
 DD3203  HORZ ORDER  -  SECOND
 DD3203
 DD3203.The horizontal coordinates were established by classical geodetic methods
 DD3203.and adjusted by the National Geodetic Survey in March 2004..
 DD3203
 DD3203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3203
 DD3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3203
 DD3203.The geoid height was determined by GEOID03.
 DD3203
 DD3203;                    North         East     Units Scale Factor Converg.
 DD3203;SPC SC       -   152,623.185   704,107.896   MT  0.99982622   +0 33 43.4
 DD3203;SPC SC       -   500,732.23  2,310,065.28   iFT  0.99982622   +0 33 43.4
 DD3203;UTM  17      - 3,674,516.262   594,490.017   MT  0.99971008   +0 33 18.9
 DD3203
 DD3203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3203!SPC SC       -   1.00000212  x   0.99982622  =   0.99982834
 DD3203!UTM  17      -   1.00000212  x   0.99971008  =   0.99971220
 DD3203
 DD3203                          SUPERSEDED SURVEY CONTROL
 DD3203
 DD3203  NAD 83(1986)-  33 12 19.46505(N)    079 59 10.20167(W) AD(       ) 2
 DD3203  NAD 27      -  33 12 18.85758(N)    079 59 10.91198(W) AD(       ) 2
 DD3203  NGVD 29 (07/19/86)   19.4    (m)           64.     (f) VERT ANG       
 DD3203
 DD3203.Superseded values are not recommended for survey control.
 DD3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3203.See file dsdata.txt to determine how the superseded data were derived.
 DD3203
 DD3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9449074516(NAD 83)
 DD3203_MARKER: DD = SURVEY DISK
 DD3203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3203_SP_SET: CONCRETE POST
 DD3203_STAMPING: AZ MK 008 041 1982
 DD3203_MARK LOGO: SCGS  
 DD3203_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3203+STABILITY: SURFACE MOTION
 DD3203
 DD3203  HISTORY     - Date     Condition        Report By
 DD3203  HISTORY     - 1981     MONUMENTED       SCGS
 DD3203  HISTORY     - 19930920 GOOD             SCGS
 DD3203  HISTORY     - 20031112 MARK NOT FOUND   SCGS
 DD3203
 DD3203                          STATION DESCRIPTION
 DD3203
 DD3203'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3203'STATION IS LOCATED IN MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3203'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3203'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3203'52 AND 17 ALTERNATE IN MONCKS CORNER, GO SOUTHEAST ON HIGHWAY 52 FOR
 DD3203'0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE.
 DD3203'STATION IS A CONCRETE POST PROJECTING 0.2 FOOT, 12.4 METERS
 DD3203'(40.7 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.0 METERS
 DD3203'(9.8 FT) SOUTHWEST OF THE CENTER OF A MANHOLE COVER, 1.3 METERS
 DD3203'(4.3 FT) SOUTHWEST OF THE POWER POLE, 9.4 METERS (30.8 FT) NORTHEAST
 DD3203'OF THE CENTER OF A DRIVEWAY TO A LICENCE SALES BUILDING.
 DD3203
 DD3203                          STATION RECOVERY (2003)
 DD3203
 DD3203'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3203'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3203'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3203'LOCATED THIS STATION WITH NO  RESULTS,   PRESUMED DESTROYED BY
 DD3203'UNDERGROUND UTILITIES. RECOVERY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1595 ***********************************************************************
 DE1595  DESIGNATION -  008 042
 DE1595  PID         -  DE1595
 DE1595  STATE/COUNTY-  SC/BERKELEY
 DE1595  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1595
 DE1595                         *CURRENT SURVEY CONTROL
 DE1595  ___________________________________________________________________
 DE1595* NAD 83(2001)-  33 08 47.58596(N)    080 07 54.72786(W)     ADJUSTED  
 DE1595* NAVD 88     -        25.215  (meters)      82.73   (feet)  ADJUSTED  
 DE1595  ___________________________________________________________________
 DE1595  X           -     916,134.863 (meters)                     COMP
 DE1595  Y           -  -5,266,509.890 (meters)                     COMP
 DE1595  Z           -   3,467,574.630 (meters)                     COMP
 DE1595  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DE1595  ELLIP HEIGHT-          -7.21  (meters)          (10/01/04) GPS OBS
 DE1595  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DE1595  DYNAMIC HT  -          25.189 (meters)      82.64  (feet)  COMP
 DE1595  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DE1595
 DE1595  HORZ ORDER  -  FIRST
 DE1595  VERT ORDER  -  FIRST     CLASS II
 DE1595  ELLP ORDER  -  FOURTH    CLASS I
 DE1595
 DE1595.The horizontal coordinates were established by GPS observations
 DE1595.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1595
 DE1595.The orthometric height was determined by differential leveling
 DE1595.and adjusted by the National Geodetic Survey in June 1991..
 DE1595
 DE1595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1595
 DE1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1595
 DE1595.The ellipsoidal height was determined by GPS observations
 DE1595.and is referenced to NAD 83.
 DE1595
 DE1595.The geoid height was determined by GEOID03.
 DE1595
 DE1595.The dynamic height is computed by dividing the NAVD 88
 DE1595.geopotential number by the normal gravity value computed on the
 DE1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1595.degrees latitude (g = 980.6199 gals.).
 DE1595
 DE1595.The modeled gravity was interpolated from observed gravity values.
 DE1595
 DE1595;                    North         East     Units Scale Factor Converg.
 DE1595;SPC SC       -   145,973.700   690,580.939   MT  0.99983500   +0 28 52.6
 DE1595;SPC SC       -   478,916.34  2,265,685.50   iFT  0.99983500   +0 28 52.6
 DE1595;UTM  17      - 3,667,869.263   580,964.113   MT  0.99968082   +0 28 28.9
 DE1595
 DE1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1595!SPC SC       -   1.00000113  x   0.99983500  =   0.99983613
 DE1595!UTM  17      -   1.00000113  x   0.99968082  =   0.99968195
 DE1595
 DE1595|---------------------------------------------------------------------|
 DE1595| PID    Reference Object                     Distance      Geod. Az  |
 DE1595|                                                           dddmmss.s |
 DE1595| DE1596 008 042 RM 1                          9.914 METERS 07145     |
 DE1595| DE1597 008 042 AZ MK                       APPROX. 0.7 KM 2502852.1 |
 DE1595|---------------------------------------------------------------------|
 DE1595
 DE1595                          SUPERSEDED SURVEY CONTROL
 DE1595
 DE1595  NAD 83(2001)-  33 08 47.58499(N)    080 07 54.73501(W) AD(       ) 2
 DE1595  NAD 83(1986)-  33 08 47.59522(N)    080 07 54.73793(W) AD(       ) 2
 DE1595  NAD 27      -  33 08 46.99168(N)    080 07 55.42143(W) AD(       ) 2
 DE1595  NAVD 88 (10/01/04)   25.22   (m)           82.7    (f) LEVELING    3  
 DE1595  NGVD 29 (03/21/89)   25.512  (m)           83.70   (f) ADJUSTED    1 2
 DE1595
 DE1595.Superseded values are not recommended for survey control.
 DE1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1595.See file dsdata.txt to determine how the superseded data were derived.
 DE1595
 DE1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8096467869(NAD 83)
 DE1595_MARKER: DD = SURVEY DISK
 DE1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1595_SP_SET: CONCRETE POST
 DE1595_STAMPING: HORZ 008 042 1982
 DE1595_MARK LOGO: SCGS  
 DE1595_PROJECTION: RECESSED 8 CENTIMETERS
 DE1595_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1595+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 DE1595
 DE1595  HISTORY     - Date     Condition        Report By
 DE1595  HISTORY     - 1982     MONUMENTED       SCGS
 DE1595  HISTORY     - 1985     GOOD             SCGS
 DE1595  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 DE1595  HISTORY     - 20031027 GOOD             SCGS
 DE1595
 DE1595                          STATION DESCRIPTION
 DE1595
 DE1595'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1595'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTHWEST OF MONCKS
 DE1595'CORNER, ABOUT 5.2 KM (3.25 MI) WEST OF U.S. HIGHWAY 17A, ABOUT 4.8 KM
 DE1595'(3.0 MI) SOUTHWEST OF THE JUNCTION OF HIGHWAY S-8-413 AND S-8-467, ON
 DE1595'HIGHWAY RIGHT-OF-WAY.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DE1595'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DE1595'(803) 758-3414.
 DE1595'
 DE1595'TO REACH THE STATION FROM MONCKS CORNER AT THE JUNCTION OF U.S.
 DE1595'HIGHWAY 52 AND 17A, GO SOUTHWESTERLY ON U.S. HIGHWAY 17A FOR 2.4 KM
 DE1595'(1.5 MI) TO THE JUNCTION OF STATE HIGHWAY 6.  CONTINUE SOUTHWEST ON
 DE1595'U.S. HIGHWAY 17A FOR 6.1 KM (3.8 MI) TO A REVERSE FORK, CONTINUE
 DE1595'AHEAD ON HIGHWAY 17A FOR 0.4 KM (0.25 MI) TO SIDE ROAD RIGHT AT THE
 DE1595'CALVARY BAPTIST CHURCH ON RIGHT, TURN RIGHT, GO WESTERLY ON HIGHWAY
 DE1595'S-8-413 FOR 3.0 KM (1.8 MI) TO FORK, KEEP LEFT, CONTINUE WESTERLY ON
 DE1595'HIGHWAY S-8-467 FOR 2.3 KM (1.4 MI) TO STATION SAMMY ON LEFT,
 DE1595'CONTINUE AHEAD ON HIGHWAY S-8-467 FOR 2.2 KM (1.35 MI) TO STATION ON.
 DE1595'
 DE1595'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1595'---008 042 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1595'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.7 METERS NE FROM
 DE1595'METAL WITNESS POST,  0.9 METERS NE FROM POWER LINE POLE NO 10 83 C,
 DE1595'9.0 METERS ESE FROM UNDERGROUND CABLE JUNCTION BOX A 4A 7,  7.9
 DE1595'METERS N FROM CENTER OF COUNTY ROAD S-8-467, AND 13.1 METERS E FROM A
 DE1595'PAVED DRIVEWAY.
 DE1595'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1595'DISK STAMPED---008 042 1982---SET INTO AN IRREGULAR MASS OF
 DE1595'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1595'
 DE1595'REFERENCE MARK NO.  IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1595'STAMPED---RM 1 008 042 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1595'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.9 METERS
 DE1595'N FROM THE CENTER OF COUNTY ROAD S-8-467, 10.6 METERS ENE FROM THE
 DE1595'POWER LINE POLE NO 10 83 C, 23.2 METERS E FROM THE PAVED DRIVEWAY,
 DE1595'21.0 METERS E FROM THE UNDERGROUND CABLE JUNCTION BOX NO A 4 A, AND
 DE1595'IS LEVEL WITH THE STATION.
 DE1595'
 DE1595'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1595'STAMPED---AZ MK 008 042 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1595'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.2 METERS
 DE1595'S FROM THE CENTER OF COUNTY ROAD S-8-467,  2.1 METERS NW FROM THE
 DE1595'METAL WITNESS POST, 11.6 METERS SE FROM A POWER POLE WITH
 DE1595'TRANSFORMER, AND 27.9 METERS SSW FROM A POWER LINE POLE.
 DE1595'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON COUNTY
 DE1595'ROAD S-8-467 FOR 0.7 KM (0.45 MI) TO THE MARK ON THE LEFT.
 DE1595
 DE1595                          STATION RECOVERY (1985)
 DE1595
 DE1595'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1595'12.9 KM (8.0 MI) SW FROM MONCKS CORNER.
 DE1595'10.3 KILOMETERS (6.4 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1595'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE
 DE1595'2.5 KILOMETERS (1.55 MILES) NORTHEAST ALONG COUNTY ROAD S-8-467, SET
 DE1595'NEAR A POWER POLE WITH A TRANSFORMER ACROSS FROM A SAND ROAD LEADING
 DE1595'SOUTH-SOUTHEAST, 7.44 METERS (24.41 FEET) NORTH-NORTHWEST OF THE
 DE1595'CENTERLINE OF THE COUNTY ROAD, 14.6 METERS (47.9 FEET) WEST-SOUTHWEST
 DE1595'OF THE APPROXIMATE EXTENDED CENTER OF THE SAND ROAD, 46.1 METERS
 DE1595'(151.25 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD HOUSE, 1.06
 DE1595'METERS (3.48 FEET) NORTHEAST OF THE POWER POLE, 13.0 METERS (42.65
 DE1595'FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A CONCRETE DRIVE
 DE1595'LEADING TO THE HOUSE, 8.95 METERS (29.36 FEET) EAST-SOUTHEAST OF
 DE1595'TELEPHONE JUNCTION BOX A4A7.
 DE1595'THE MARK IS 0.65 METERS  N FROM A WITNESS POST.
 DE1595'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1595
 DE1595                          STATION RECOVERY (1997)
 DE1595
 DE1595'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1595'MARK NOT FOUND.
 DE1595
 DE1595                          STATION RECOVERY (2003)
 DE1595
 DE1595'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1595'STATION IS LOCATED 7.65 MILES WEST SOUTHWEST OF MONCKS CORNER, 9.2
 DE1595'MILES NORTH  NORTHEAST OF SUMMERVILLE. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1595'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, THAT SC 29202, PHONE
 DE1595'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE1595'6 (MAIN STREET) AND U.S.  HIGHWAY 17 ALTERNATE (LIVE OAK STREET) IN
 DE1595'MONCKS CORNER, GO SOUTH SOUTHWEST ON  HIGHWAY 17 ALTERNATE FOR 4.1
 DE1595'MILES TO THE JUNCTION OF STATE ROAD 413 (BLACK TOM ROAD),  TURN RIGHT
 DE1595'ON ROAD 413 FOR 1.7 MILES TO THE Y-JUNCTION OF STATE ROAD 467 (BLACK
 DE1595'TOM  ROAD), BEAR LEFT ON ROAD 467 FOR 2.75 MILES TO THE STATION ON THE
 DE1595'RIGHT NEAR A POWER  POLE AND ACROSS THE ROAD FROM A GATED DIRT FIELD
 DE1595'ACCESS ROAD. STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL
 DE1595'WITH THE ROAD, 24.8 FEET  NORTH NORTHWEST OF THE CENTER OF THE ROAD,
 DE1595'3.7 FEET NORTHEAST OF A POWER POLE  WITH TRANSFORMER AND THREE METAL
 DE1595'BOXES ATTACHED, 32.5 FEET EAST NORTHEAST OF  THE EAST END OF A
 DE1595'1.5-FOOT CONCRETE PIPE CULVERT BENEATH A GRASSY FIELD ACCESS APRON,
 DE1595'33.0 FEET WEST SOUTHWEST OF THE EXTENDED CENTER OF THE GATED FIELD
 DE1595'ACCESS ROAD, 2.6  FEET NORTHEAST OF A WITNESS POST. NOTE-STATION IS
 DE1595'INTERVISIBLE WITH SURVEY STATION 008 042 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1597 ***********************************************************************
 DE1597  DESIGNATION -  008 042 AZ MK
 DE1597  PID         -  DE1597
 DE1597  STATE/COUNTY-  SC/BERKELEY
 DE1597  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1597
 DE1597                         *CURRENT SURVEY CONTROL
 DE1597  ___________________________________________________________________
 DE1597* NAD 83(2001)-  33 08 39.57042(N)    080 08 21.60359(W)     ADJUSTED  
 DE1597* NAVD 88     -        24.439  (meters)      80.18   (feet)  ADJUSTED  
 DE1597  ___________________________________________________________________
 DE1597  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DE1597  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DE1597  DYNAMIC HT  -          24.413 (meters)      80.09  (feet)  COMP
 DE1597  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DE1597
 DE1597  HORZ ORDER  -  THIRD
 DE1597  VERT ORDER  -  FIRST     CLASS II
 DE1597
 DE1597.The horizontal coordinates were established by classical geodetic methods
 DE1597.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1597
 DE1597.The orthometric height was determined by differential leveling
 DE1597.and adjusted by the National Geodetic Survey in June 1991..
 DE1597
 DE1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1597
 DE1597.The geoid height was determined by GEOID03.
 DE1597
 DE1597.The dynamic height is computed by dividing the NAVD 88
 DE1597.geopotential number by the normal gravity value computed on the
 DE1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1597.degrees latitude (g = 980.6199 gals.).
 DE1597
 DE1597.The modeled gravity was interpolated from observed gravity values.
 DE1597
 DE1597;                    North         East     Units Scale Factor Converg.
 DE1597;SPC SC       -   145,720.986   689,886.617   MT  0.99983535   +0 28 37.7
 DE1597;SPC SC       -   478,087.22  2,263,407.54   iFT  0.99983535   +0 28 37.7
 DE1597;UTM  17      - 3,667,616.668   580,269.870   MT  0.99967944   +0 28 14.1
 DE1597
 DE1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1597!SPC SC       -   1.00000125  x   0.99983535  =   0.99983660
 DE1597!UTM  17      -   1.00000125  x   0.99967944  =   0.99968069
 DE1597
 DE1597                          SUPERSEDED SURVEY CONTROL
 DE1597
 DE1597  NAD 83(2001)-  33 08 39.56973(N)    080 08 21.61085(W) AD(       ) 2
 DE1597  NAD 83(1986)-  33 08 39.57996(N)    080 08 21.61377(W) AD(       ) 2
 DE1597  NAD 27      -  33 08 38.97664(N)    080 08 22.29667(W) AD(       ) 2
 DE1597  NAVD 88 (10/01/04)   24.44   (m)           80.2    (f) LEVELING    3  
 DE1597  NGVD 29 (03/21/89)   24.736  (m)           81.15   (f) ADJUSTED    1 2
 DE1597
 DE1597.Superseded values are not recommended for survey control.
 DE1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1597.See file dsdata.txt to determine how the superseded data were derived.
 DE1597
 DE1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8027067617(NAD 83)
 DE1597_MARKER: DD = SURVEY DISK
 DE1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1597_SP_SET: CONCRETE POST
 DE1597_STAMPING: AZ MK 008 042 1982
 DE1597_MARK LOGO: SCGS  
 DE1597_PROJECTION: FLUSH
 DE1597_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1597+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 DE1597
 DE1597  HISTORY     - Date     Condition        Report By
 DE1597  HISTORY     - 1982     MONUMENTED       SCGS
 DE1597  HISTORY     - 1985     GOOD             SCGS
 DE1597  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 DE1597  HISTORY     - 20031027 GOOD             SCGS
 DE1597
 DE1597                          STATION DESCRIPTION
 DE1597
 DE1597'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1597'13.6 KM (8.45 MI) SW FROM MONCKS CORNER.
 DE1597'10.3 KILOMETERS (6.4 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1597'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE
 DE1597'1.8 KILOMETERS (1.1 MILES) NORTHEAST ALONG COUNTY ROAD S-8-467, SET
 DE1597'NEAR A BLAZED 12-INCH SWEET GUM TREE, 5.13 METERS (16.83 FEET)
 DE1597'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 9.95 METERS
 DE1597'(32.64 FEET) NORTHEAST OF THE BLAZED SWEET GUM TREE, 28.08 METERS
 DE1597'(92.13 FEET) EAST-SOUTHEAST OF POWER POLE NUMBER 1083A WITH A
 DE1597'TRANSFORMER, 31.6 METERS (103.67 FEET) SOUTHWEST OF A LONE CEDAR IN
 DE1597'THE FRONT YARD OF A ONE-STORY WOOD HOUSE.
 DE1597'THE MARK IS 1.93 METERS  NW FROM A WITNESS POST.
 DE1597'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1597
 DE1597                          STATION RECOVERY (1997)
 DE1597
 DE1597'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1597'MARK NOT FOUND.
 DE1597
 DE1597                          STATION RECOVERY (2003)
 DE1597
 DE1597'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1597'STATION IS LOCATED 8.1 MILES WEST SOUTHWEST OF MONCKS CORNER, 8.95
 DE1597'MILES NORTH  NORTHEAST OF SUMMERVILLE. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1597'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, THAT SC 29202, PHONE
 DE1597'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE1597'6 (MAIN STREET) AND U.S.  HIGHWAY 17 ALTERNATE (LIVE OAK STREET) IN
 DE1597'MONCKS CORNER, GO SOUTH SOUTHWEST ON  HIGHWAY 17 ALTERNATE FOR 4.1
 DE1597'MILES TO THE JUNCTION OF STATE ROAD 413 (BLACK TOM ROAD),  TURN RIGHT
 DE1597'ON ROAD 413 FOR 1.7 MILES TO THE Y-JUNCTION OF STATE ROAD 467 (BLACK
 DE1597'TOM  ROAD), BEAR LEFT ON ROAD 467 FOR 3.2 MILES TO THE STATION ON THE
 DE1597'LEFT IN THE ROAD  SHOULDER. STATION IS A CONCRETE POST FLUSH WITH THE
 DE1597'GROUND AND 0.5 FOOT BELOW THE ROAD,  16.4 FEET SOUTH SOUTHEAST OF THE
 DE1597'CENTER OF THE ROAD, 13.2 FEET NORTH OF A  0.7-FOOT PIN OAK TREE WITH A
 DE1597'SCGS REFERENCE WASHER ATTACHED, 187.0 FEET WEST  OF THE EXTENDED
 DE1597'CENTER OF OZZIE LANE. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION
 DE1597'008 042. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1596 ***********************************************************************
 DE1596  DESIGNATION -  008 042 RM 1
 DE1596  PID         -  DE1596
 DE1596  STATE/COUNTY-  SC/BERKELEY
 DE1596  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1596
 DE1596                         *CURRENT SURVEY CONTROL
 DE1596  ___________________________________________________________________
 DE1596* NAD 83(1986)-  33 08 48.     (N)    080 07 55.     (W)     SCALED    
 DE1596* NAVD 88     -        25.143  (meters)      82.49   (feet)  ADJUSTED  
 DE1596  ___________________________________________________________________
 DE1596  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DE1596  DYNAMIC HT  -          25.116 (meters)      82.40  (feet)  COMP
 DE1596  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DE1596
 DE1596  VERT ORDER  -  FIRST     CLASS II
 DE1596
 DE1596.The horizontal coordinates were scaled from a topographic map and have
 DE1596.an estimated accuracy of +/- 6 seconds.
 DE1596
 DE1596.The orthometric height was determined by differential leveling
 DE1596.and adjusted by the National Geodetic Survey in June 1991..
 DE1596
 DE1596.The geoid height was determined by GEOID03.
 DE1596
 DE1596.The dynamic height is computed by dividing the NAVD 88
 DE1596.geopotential number by the normal gravity value computed on the
 DE1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1596.degrees latitude (g = 980.6199 gals.).
 DE1596
 DE1596.The modeled gravity was interpolated from observed gravity values.
 DE1596
 DE1596;                    North         East    Units  Estimated Accuracy
 DE1596;SPC SC       -   145,990.      690,570.      MT  (+/- 180 meters Scaled)
 DE1596
 DE1596                          SUPERSEDED SURVEY CONTROL
 DE1596
 DE1596  NGVD 29 (03/21/89)   25.439  (m)           83.46   (f) ADJUSTED    1 2
 DE1596
 DE1596.Superseded values are not recommended for survey control.
 DE1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1596.See file dsdata.txt to determine how the superseded data were derived.
 DE1596
 DE1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS809678(NAD 83)
 DE1596_MARKER: DD = SURVEY DISK
 DE1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1596_SP_SET: CONCRETE POST
 DE1596_STAMPING: RM 1 008 042 1982
 DE1596_MARK LOGO: SCGS  
 DE1596_PROJECTION: FLUSH
 DE1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1596
 DE1596  HISTORY     - Date     Condition        Report By
 DE1596  HISTORY     - 1982     MONUMENTED       SCGS
 DE1596  HISTORY     - 1985     GOOD             SCGS
 DE1596  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 DE1596
 DE1596                          STATION DESCRIPTION
 DE1596
 DE1596'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1596'12.9 KM (8.0 MI) SW FROM MONCKS CORNER.
 DE1596'10.3 KILOMETERS (6.4 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1596'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE
 DE1596'2.5 KILOMETERS (1.55 MILES) NORTHEAST ALONG COUNTY ROAD S-8-467, SET
 DE1596'NEAR A POWER POLE WITH A TRANSFORMER ACROSS FROM A SAND ROAD LEADING
 DE1596'SOUTH-SOUTHEAST, 7.44 METERS (24.41 FEET) NORTH-NORTHWEST OF THE
 DE1596'CENTERLINE OF THE COUNTY ROAD, 51.61 METERS (169.36 FEET) SOUTHEAST OF
 DE1596'THE SOUTHEAST CORNER OF A HOUSE, 10.7 METERS (35.1 FEET)
 DE1596'EAST-NORTHEAST OF THE POWER POLE, 23.1 METERS (75.79 FEET)
 DE1596'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A CONCRETE DRIVE LEADING
 DE1596'TO THE HOUSE, 18.47 METERS (60.6 FEET) EAST OF TELEPHONE JUNCTION BOX
 DE1596'A4A7, 9.9 METERS (32.48 FEET) EAST-NORTHEAST OF 008 042 SCGS.
 DE1596'THE MARK IS 0.25 METERS  SSE FROM A WITNESS POST.
 DE1596'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1596
 DE1596                          STATION RECOVERY (1997)
 DE1596
 DE1596'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1590 ***********************************************************************
 DE1590  DESIGNATION -  008 043
 DE1590  PID         -  DE1590
 DE1590  STATE/COUNTY-  SC/BERKELEY
 DE1590  USGS QUAD   -  MONCKS CORNER (1979)
 DE1590
 DE1590                         *CURRENT SURVEY CONTROL
 DE1590  ___________________________________________________________________
 DE1590* NAD 83(2001)-  33 09 28.47210(N)    080 05 23.57752(W)     ADJUSTED  
 DE1590* NAVD 88     -        25.753  (meters)      84.49   (feet)  ADJUSTED  
 DE1590  ___________________________________________________________________
 DE1590  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 DE1590  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DE1590  DYNAMIC HT  -          25.725 (meters)      84.40  (feet)  COMP
 DE1590  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 DE1590
 DE1590  HORZ ORDER  -  SECOND
 DE1590  VERT ORDER  -  FIRST     CLASS II
 DE1590
 DE1590.The horizontal coordinates were established by classical geodetic methods
 DE1590.and adjusted by the National Geodetic Survey in March 2004..
 DE1590
 DE1590.The orthometric height was determined by differential leveling
 DE1590.and adjusted by the National Geodetic Survey in June 1991..
 DE1590
 DE1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1590
 DE1590.The geoid height was determined by GEOID03.
 DE1590
 DE1590.The dynamic height is computed by dividing the NAVD 88
 DE1590.geopotential number by the normal gravity value computed on the
 DE1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1590.degrees latitude (g = 980.6199 gals.).
 DE1590
 DE1590.The modeled gravity was interpolated from observed gravity values.
 DE1590
 DE1590;                    North         East     Units Scale Factor Converg.
 DE1590;SPC SC       -   147,266.739   694,486.304   MT  0.99983323   +0 30 16.4
 DE1590;SPC SC       -   483,158.59  2,278,498.37   iFT  0.99983323   +0 30 16.4
 DE1590;UTM  17      - 3,669,161.654   584,869.045   MT  0.99968880   +0 29 52.1
 DE1590
 DE1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1590!SPC SC       -   1.00000106  x   0.99983323  =   0.99983429
 DE1590!UTM  17      -   1.00000106  x   0.99968880  =   0.99968986
 DE1590
 DE1590:                Primary Azimuth Mark                     Grid Az
 DE1590:SPC SC       -  008 043 AZ MK                            087 59 51.4
 DE1590:UTM  17      -  008 043 AZ MK                            088 00 15.7
 DE1590
 DE1590|---------------------------------------------------------------------|
 DE1590| PID    Reference Object                     Distance      Geod. Az  |
 DE1590|                                                           dddmmss.s |
 DE1590| DE1589 008 043 AZ MK                       APPROX. 0.6 KM 0883007.8 |
 DE1590| DE1591 008 043 RM 1                          8.460 METERS 26711     |
 DE1590|---------------------------------------------------------------------|
 DE1590
 DE1590                          SUPERSEDED SURVEY CONTROL
 DE1590
 DE1590  NAD 83(1986)-  33 09 28.48231(N)    080 05 23.58046(W) AD(       ) 2
 DE1590  NAD 27      -  33 09 27.87827(N)    080 05 24.26771(W) AD(       ) 2
 DE1590  NGVD 29 (03/21/89)   26.050  (m)           85.47   (f) ADJUSTED    1 2
 DE1590
 DE1590.Superseded values are not recommended for survey control.
 DE1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1590.See file dsdata.txt to determine how the superseded data were derived.
 DE1590
 DE1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8486969162(NAD 83)
 DE1590_MARKER: DD = SURVEY DISK
 DE1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1590_SP_SET: CONCRETE POST
 DE1590_STAMPING: HORZ 008 043 1982
 DE1590_MARK LOGO: SCGS  
 DE1590_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1590_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1590
 DE1590  HISTORY     - Date     Condition        Report By
 DE1590  HISTORY     - 1982     MONUMENTED       SCGS
 DE1590  HISTORY     - 1985     GOOD             SCGS
 DE1590  HISTORY     - 19970624 GOOD             USPSQD
 DE1590  HISTORY     - 20031124 MARK NOT FOUND   SCGS
 DE1590
 DE1590                          STATION DESCRIPTION
 DE1590
 DE1590'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1590'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHWEST OF MONCKS
 DE1590'CORNER, ABOUT 2.8 KM (1.75 MI) WEST OF U.S. HIGHWAY 17A, ABOUT 0.1 KM
 DE1590'(0.05 MI) WEST OF THE JUNCTION OF HIGHWAYS S-8-413 AND S-8-467 ON THE
 DE1590'HIGHWAY RIGHT-OF-WAY.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DE1590'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C,  29202, PHONE
 DE1590'(803) 758-3414.
 DE1590'
 DE1590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 17A IN
 DE1590'MONCKS CORNER, GO SOUTHWEST ON 17A FOR 2.4 KM (1.5 MI) TO THE
 DE1590'JUNCTION OF STATE HIGHWAY 6, CONTINUE AHEAD ON U.S. HIGHWAY 17A FOR
 DE1590'6.1 KM (3.8 MI) TO A REVERSE FORK RIGHT, CONTINUE AHEAD FOR 0.4 KM
 DE1590'(0.25 MI) TO A PAVED ROAD RIGHT AT THE CALVARY BAPTIST CHURCH, TURN
 DE1590'RIGHT, GO SOUTHWEST ON HIGHWAY S-8-413 FOR 3.0 KM (1.8 MI) TO FORK,
 DE1590'KEEP LEFT, CONTINUE SOUTHWESTERLY ON HIGHWAY S-8-467 FOR 0.3 KM (0.2
 DE1590'MI) TO STATION ON RIGHT.
 DE1590'
 DE1590'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1590'---008 043 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1590'CM IN DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND LOCATED  0.8
 DE1590'METERS S FROM THE METAL WITNESS POST,  8.1 METERS N FROM THE CENTER
 DE1590'OF COUNTY ROAD S-8-467,  6.0 METERS SW FROM THE POWER LINE POLE,  5.0
 DE1590'METERS N FROM THE EDGE OF COUNTY ROAD S-8-467, AND  9.8 METERS SE
 DE1590'FROM THE 16 INCH PINE TREE.
 DE1590'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1590'DISK STAMPED---008 043 1982---SET INTO AN IRREGULAR MASS OF
 DE1590'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DE1590'
 DE1590'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1590'DISK STAMPED---RM 1 008 043 1982---SET INTO THE TOP OF A ROUND
 DE1590'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 6 INCHES ABOVE THE
 DE1590'GROUND LOCATED  9.1 METERS N FROM THE CENTER OF COUNTY ROAD S-8-467,
 DE1590'5.3 METERS W FROM THE METAL WITNESS POST AT THE STATION, 11.3 METERS
 DE1590'WSW FROM THE POWER LINE POLE,  8.2 METERS S FROM THE 16 INCH PINE
 DE1590'TREE, AND IS LEVEL WITH THE STATION.
 DE1590'
 DE1590'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1590'STAMPED---AZ MK 008 043 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1590'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.3 METERS
 DE1590'N FROM CENTER OF COUNTY ROAD,  1.3 METERS S FROM METAL WITNESS POST,
 DE1590'8.5 METERS W FROM CENTER OF A WOODS ROAD, AND  5.1 METERS SE FROM 12
 DE1590'INCH PINE TREE.
 DE1590'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON COUNTY
 DE1590'ROAD S-8-467 FOR 0.6 KM (0.35 MI) TO THE MARK ON THE LEFT.
 DE1590
 DE1590                          STATION RECOVERY (1985)
 DE1590
 DE1590'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1590'8.7 KM (5.4 MI) SW FROM MONCKS CORNER.
 DE1590'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1590'MONCKS CORNER POST OFFICE, THENCE 4.1 KILOMETERS (2.55 MILES)
 DE1590'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 5.4 KILOMETERS (3.35 MILES)
 DE1590'SOUTHWEST ALONG COUNTY ROAD S-8-16, THENCE 0.25 KILOMETER (0.15 MILE)
 DE1590'SOUTHERLY ALONG A SAND ROAD (COUNTY ROAD S-8-774) TO THE BEGINNING OF
 DE1590'PAVEMENT, CONTINUE 0.9 KILOMETER (0.55 MILE) SOUTHERLY ALONG COUNTY
 DE1590'ROAD S-8-774, THENCE 2.15 KILOMETERS (1.35 MILES) SOUTHEASTERLY ALONG
 DE1590'COUNTY ROAD S-8-413, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHWEST ALONG
 DE1590'COUNTY ROAD S-8-467, SET NEAR A POWER POLE AND A BLAZED PINE TREE ON
 DE1590'THE OUTSIDE OF A CURVE, ALSO MAY BE REACHED BY GOING 10.3 KILOMETERS
 DE1590'(6.4 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE INTERSECTION OF
 DE1590'U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE 6.6 KILOMETERS
 DE1590'(4.1 MILES) NORTHEAST ALONG COUNTY ROAD S-8-467, 7.9 METERS (25.92
 DE1590'FEET) NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 8.6 METERS (28.22
 DE1590'FEET) EAST OF 008 043 RM 1 SCGS, 5.8 METERS (19.03 FEET) SOUTHWEST OF
 DE1590'THE POWER POLE, 11.8 METERS (38.71 FEET) SOUTH-SOUTHEAST OF THE BLAZED
 DE1590'PINE TREE.
 DE1590'THE MARK IS 0.79 METERS  S FROM A WITNESS POST.
 DE1590'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1590
 DE1590                          STATION RECOVERY (1997)
 DE1590
 DE1590'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1590'RECOVERED IN GOOD CONDITION.
 DE1590
 DE1590                          STATION RECOVERY (2003)
 DE1590
 DE1590'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1590'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1590'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1590'LOCATED THIS STATION WITH NO  RESULTS,   PRESUMED DESTROYED BY LAYING
 DE1590'BURIED CABLE, BROKEN CONCRETE POST FOUND  WITH DISK MISSING. RECOVERY
 DE1590'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1589 ***********************************************************************
 DE1589  DESIGNATION -  008 043 AZ MK
 DE1589  PID         -  DE1589
 DE1589  STATE/COUNTY-  SC/BERKELEY
 DE1589  USGS QUAD   -  MONCKS CORNER (1979)
 DE1589
 DE1589                         *CURRENT SURVEY CONTROL
 DE1589  ___________________________________________________________________
 DE1589* NAD 83(2001)-  33 09 29.00512(N)    080 04 59.31270(W)     ADJUSTED  
 DE1589* NAVD 88     -        25.660  (meters)      84.19   (feet)  ADJUSTED  
 DE1589  ___________________________________________________________________
 DE1589  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 DE1589  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DE1589  DYNAMIC HT  -          25.633 (meters)      84.10  (feet)  COMP
 DE1589  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 DE1589
 DE1589  HORZ ORDER  -  SECOND
 DE1589  VERT ORDER  -  FIRST     CLASS II
 DE1589
 DE1589.The horizontal coordinates were established by classical geodetic methods
 DE1589.and adjusted by the National Geodetic Survey in March 2004..
 DE1589
 DE1589.The orthometric height was determined by differential leveling
 DE1589.and adjusted by the National Geodetic Survey in June 1991..
 DE1589
 DE1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1589
 DE1589.The geoid height was determined by GEOID03.
 DE1589
 DE1589.The dynamic height is computed by dividing the NAVD 88
 DE1589.geopotential number by the normal gravity value computed on the
 DE1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1589.degrees latitude (g = 980.6199 gals.).
 DE1589
 DE1589.The modeled gravity was interpolated from observed gravity values.
 DE1589
 DE1589;                    North         East     Units Scale Factor Converg.
 DE1589;SPC SC       -   147,288.713   695,114.800   MT  0.99983320   +0 30 29.9
 DE1589;SPC SC       -   483,230.69  2,280,560.37   iFT  0.99983320   +0 30 29.9
 DE1589;UTM  17      - 3,669,183.551   585,497.454   MT  0.99969012   +0 30 05.4
 DE1589
 DE1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1589!SPC SC       -   1.00000107  x   0.99983320  =   0.99983427
 DE1589!UTM  17      -   1.00000107  x   0.99969012  =   0.99969119
 DE1589
 DE1589                          SUPERSEDED SURVEY CONTROL
 DE1589
 DE1589  NAD 83(1986)-  33 09 29.01532(N)    080 04 59.31563(W) AD(       ) 2
 DE1589  NAD 27      -  33 09 28.41119(N)    080 05 00.00358(W) AD(       ) 2
 DE1589  NGVD 29 (03/21/89)   25.958  (m)           85.16   (f) ADJUSTED    1 2
 DE1589
 DE1589.Superseded values are not recommended for survey control.
 DE1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1589.See file dsdata.txt to determine how the superseded data were derived.
 DE1589
 DE1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8549769184(NAD 83)
 DE1589_MARKER: DD = SURVEY DISK
 DE1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1589_SP_SET: CONCRETE POST
 DE1589_STAMPING: AZ MK 008 043 1982
 DE1589_MARK LOGO: SCGS  
 DE1589_PROJECTION: FLUSH
 DE1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1589
 DE1589  HISTORY     - Date     Condition        Report By
 DE1589  HISTORY     - 1982     MONUMENTED       SCGS
 DE1589  HISTORY     - 1985     GOOD             SCGS
 DE1589  HISTORY     - 19970624 MARK NOT FOUND   USPSQD
 DE1589  HISTORY     - 20031124 MARK NOT FOUND   SCGS
 DE1589
 DE1589                          STATION DESCRIPTION
 DE1589
 DE1589'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1589'8.1 KM (5.05 MI) SW FROM MONCKS CORNER.
 DE1589'10.3 KILOMETERS (6.4 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1589'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE AT CARNES CROSSROAD, THENCE
 DE1589'7.15 KILOMTERS (4.45 MILES) NORTHEAST ALONG COUNTY ROAD S-8-467, SET
 DE1589'NEAR A BLAZED PINE TREE AND A TWIN TRUNK PINE TREE IN THE NORTHWEST
 DE1589'ANGLE OF A SAND ROAD LEADING NORTH TO A ONE-STORY WOOD HOUSE,
 DE1589'9.1 METERS (29.86 FEET) NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 DE1589'8.55 METERS (28.05 FEET) WEST OF THE APPROXIMATE CENTER OF THE SAND
 DE1589'ROAD, 4.8 METERS (15.75 FEET) EAST-SOUTHEAST OF THE BLAZED PINE TREE,
 DE1589'3.73 METERS (12.24 FEET) SOUTH-SOUTHEAST OF THE TWIN TRUNK PINE TREE.
 DE1589'THE MARK IS 1.28 METERS  S FROM A WITNESS POST.
 DE1589'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
 DE1589
 DE1589                          STATION RECOVERY (1997)
 DE1589
 DE1589'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1589'MARK NOT FOUND.
 DE1589
 DE1589                          STATION RECOVERY (2003)
 DE1589
 DE1589'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1589'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1589'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1589'LOCATED THIS STATION WITH NO  RESULTS,   PRESUMED DESTROYED BY BURIED
 DE1589'CABLE INSTALLATION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1591 ***********************************************************************
 DE1591  DESIGNATION -  008 043 RM 1
 DE1591  PID         -  DE1591
 DE1591  STATE/COUNTY-  SC/BERKELEY
 DE1591  USGS QUAD   -  MONCKS CORNER (1979)
 DE1591
 DE1591                         *CURRENT SURVEY CONTROL
 DE1591  ___________________________________________________________________
 DE1591* NAD 83(1986)-  33 09 28.     (N)    080 05 23.     (W)     SCALED    
 DE1591* NAVD 88     -        25.509  (meters)      83.69   (feet)  ADJUSTED  
 DE1591  ___________________________________________________________________
 DE1591  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DE1591  DYNAMIC HT  -          25.481 (meters)      83.60  (feet)  COMP
 DE1591  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 DE1591
 DE1591  VERT ORDER  -  FIRST     CLASS II
 DE1591
 DE1591.The horizontal coordinates were scaled from a topographic map and have
 DE1591.an estimated accuracy of +/- 6 seconds.
 DE1591
 DE1591.The orthometric height was determined by differential leveling
 DE1591.and adjusted by the National Geodetic Survey in June 1991..
 DE1591
 DE1591.The geoid height was determined by GEOID03.
 DE1591
 DE1591.The dynamic height is computed by dividing the NAVD 88
 DE1591.geopotential number by the normal gravity value computed on the
 DE1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1591.degrees latitude (g = 980.6199 gals.).
 DE1591
 DE1591.The modeled gravity was interpolated from observed gravity values.
 DE1591
 DE1591;                    North         East    Units  Estimated Accuracy
 DE1591;SPC SC       -   147,250.      694,500.      MT  (+/- 180 meters Scaled)
 DE1591
 DE1591                          SUPERSEDED SURVEY CONTROL
 DE1591
 DE1591  NGVD 29 (03/21/89)   25.806  (m)           84.67   (f) ADJUSTED    1 2
 DE1591
 DE1591.Superseded values are not recommended for survey control.
 DE1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1591.See file dsdata.txt to determine how the superseded data were derived.
 DE1591
 DE1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS848691(NAD 83)
 DE1591_MARKER: DD = SURVEY DISK
 DE1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1591_SP_SET: CONCRETE POST
 DE1591_STAMPING: RM 1 008 043 1982
 DE1591_MARK LOGO: SCGS  
 DE1591_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1591
 DE1591  HISTORY     - Date     Condition        Report By
 DE1591  HISTORY     - 1982     MONUMENTED       SCGS
 DE1591  HISTORY     - 1985     GOOD             SCGS
 DE1591  HISTORY     - 19970624 GOOD             USPSQD
 DE1591
 DE1591                          STATION DESCRIPTION
 DE1591
 DE1591'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1591'8.7 KM (5.4 MI) SW FROM MONCKS CORNER.
 DE1591'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1591'MONCKS CORNER POST OFFICE, THENCE 4.1 KILOMETERS (2.55 MILES)
 DE1591'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 5.4 KILOMETERS (3.35 MILE)
 DE1591'SOUTHWEST ALONG COUNTY ROAD S-8-16, THENCE 0.25 KILOMETER (0.15 MILE)
 DE1591'SOUTHERLY ALONG A SAND ROAD (COUNTY ROAD S-8-774) TO THE BEGINNING OF
 DE1591'PAVEMENT, CONTINUE 0.9 KILOMETER (0.55 MILE) SOUTHERLY ALONG COUNTY
 DE1591'ROAD S-8-774, THENCE 2.15 KILOMETERS (1.35 MILES) SOUTHEASTERLY ALONG
 DE1591'COUNTY ROAD S-8-413, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHWEST ALONG
 DE1591'COUNTY ROAD S-8-467, SET NEAR A POWER POLE AND BLAZED PINE TREE ON THE
 DE1591'OUTSIDE OF A CURVE, ALSO MAY BE REACHED BY GOING 10.3 KILOMETERS (6.4
 DE1591'MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE INTERSECTION OF U.S.
 DE1591'HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE 6.6 KILOMETERS (4.1
 DE1591'MILES) NORTHEAST ALONG COUNTY ROAD S-8-467, 9.1 METERS (29.86 FEET)
 DE1591'NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 13.35 METERS (43.8 FEET)
 DE1591'WEST-SOUTHWEST OF THE POWER POLE, 8.45 METERS (27.72 FEET)
 DE1591'SOUTH-SOUTHWEST OF THE BLAZED PINE TREE.
 DE1591'THE MARK IS 0.35 METERS  E FROM A WITNESS POST.
 DE1591'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1591
 DE1591                          STATION RECOVERY (1997)
 DE1591
 DE1591'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0822 ***********************************************************************
 CJ0822  DESIGNATION -  008 044
 CJ0822  PID         -  CJ0822
 CJ0822  STATE/COUNTY-  SC/BERKELEY
 CJ0822  USGS QUAD   -  CAINHOY (1971)
 CJ0822
 CJ0822                         *CURRENT SURVEY CONTROL
 CJ0822  ___________________________________________________________________
 CJ0822* NAD 83(2001)-  32 59 26.91332(N)    079 45 39.05976(W)     ADJUSTED  
 CJ0822* NAVD 88     -        13.2    (meters)      43.     (feet)  VERTCON   
 CJ0822  ___________________________________________________________________
 CJ0822  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CJ0822  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 CJ0822
 CJ0822  HORZ ORDER  -  SECOND
 CJ0822
 CJ0822.The horizontal coordinates were established by classical geodetic methods
 CJ0822.and adjusted by the National Geodetic Survey in March 2004..
 CJ0822
 CJ0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0822
 CJ0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0822
 CJ0822.The geoid height was determined by GEOID03.
 CJ0822
 CJ0822;                    North         East     Units Scale Factor Converg.
 CJ0822;SPC SC       -   129,057.685   725,395.951   MT  0.99986326   +0 41 13.1
 CJ0822;SPC SC       -   423,417.60  2,379,907.98   iFT  0.99986326   +0 41 13.1
 CJ0822;UTM  17      - 3,650,949.795   615,771.940   MT  0.99976526   +0 40 29.3
 CJ0822
 CJ0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0822!SPC SC       -   1.00000316  x   0.99986326  =   0.99986642
 CJ0822!UTM  17      -   1.00000316  x   0.99976526  =   0.99976842
 CJ0822
 CJ0822|---------------------------------------------------------------------|
 CJ0822| PID    Reference Object                     Distance      Geod. Az  |
 CJ0822|                                                           dddmmss.s |
 CJ0822| CJ1059 008 044 RM 1                         12.174 METERS 06251     |
 CJ0822| CJ0823 008 044 AZ MK                       323.961 METERS 21119     |
 CJ0822|---------------------------------------------------------------------|
 CJ0822
 CJ0822                          SUPERSEDED SURVEY CONTROL
 CJ0822
 CJ0822  NAD 83(1986)-  32 59 26.92303(N)    079 45 39.06270(W) AD(       ) 2
 CJ0822  NAD 27      -  32 59 26.30504(N)    079 45 39.77488(W) AD(       ) 2
 CJ0822  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG       
 CJ0822
 CJ0822.Superseded values are not recommended for survey control.
 CJ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0822.See file dsdata.txt to determine how the superseded data were derived.
 CJ0822
 CJ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1577250950(NAD 83)
 CJ0822_MARKER: DD = SURVEY DISK
 CJ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CJ0822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0822
 CJ0822  HISTORY     - Date     Condition        Report By
 CJ0822  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0822  HISTORY     - 19910402 MARK NOT FOUND   SCGS
 CJ0822
 CJ0822                          STATION DESCRIPTION
 CJ0822
 CJ0822'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CJ0822'THE STATION IS LOCATED ABOUT 12.1 KM (12.0 MI) SOUTHEAST OF HUGER,
 CJ0822'ABOUT 8.0 KM (5.0 MI) WEST-NORTHWEST OF HIGHWAY 17, ABOUT 6.4 KM (4.0
 CJ0822'MI) NORTHEAST OF STATE HIGHWAY 402, ABOUT 0.8 KM (0.5 MI) SOUTHWEST
 CJ0822'OF BERKELEY CHARLESTON COUNTY LINE.  FOR INFORMATION CONTACT--  GEORGE
 CJ0822'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 CJ0822'29202, PHONE (803) 758-3414.
 CJ0822'
 CJ0822'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 402, 41, AND
 CJ0822'HIGHWAY S-8-133, GO SOUTH ON STATE HIGHWAY 410 FOR 1.8 KM (1.1 MI) TO
 CJ0822'SIDE ROAD LEFT, TURN LEFT, GO EAST-SOUTHEASTERLY ON HIGHWAY S-8-598
 CJ0822'FOR 12.2 KM (7.6 MI) FORK, BEAR RIGHT ON HIGHWAY S-10-98 FOR (0.05
 CJ0822'MI) TO THE STATION ON RIGHT.
 CJ0822'
 CJ0822'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CJ0822'---008 044 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CJ0822'CM IN DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND LOCATED 31.0
 CJ0822'METERS NW FROM THE CENTER OF HIGHWAY S-8-598,  7.3 METERS NW FROM THE
 CJ0822'CENTER OF TRACK ROAD, 67.0 METERS SW FROM THE TELEPHONE POLE, AND
 CJ0822'12.0 METERS WSW FROM THE WITNESS POST.
 CJ0822'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0822'DISK STAMPED---008 044 1982---SET INTO AN IRREGULAR MASS OF
 CJ0822'CONCRETE 1.3 METERS BELOW THE SURFACE.
 CJ0822'
 CJ0822'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0822'DISK STAMPED---008 044 RM 1 1982---SET INTO THE TOP OF A ROUND
 CJ0822'CONCRETE MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND SURFACE
 CJ0822'LOCATED 30.8 METERS NW FROM THE CENTER OF HIGHWAY S-8-598, 54.9
 CJ0822'METERS W FROM THE TELEPHONE POLE,  8.8 METERS NW FROM THE CENTER OF
 CJ0822'TRACK ROAD,  0.7 METERS SSW FROM THE WITNESS POST, AND IS LEVEL WITH
 CJ0822'THE STATION.
 CJ0822'
 CJ0822'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED---008 044 AZ MK
 CJ0822'1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CJ0822'DIAMETER THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED
 CJ0822'11.6 M (38.0 FT) WEST FROM THE CENTER OF HIGHWAY S-8-598,
 CJ0822'3.0 M (10.0 FT) NNW FROM THE POWER LINE POLE,
 CJ0822'9.0 M (27.4 FT) WEST FROM THE EDGE OF DITCH, AND
 CJ0822'1.2 M (3.8 FT) ESE FROM THE WITNESS POST.
 CJ0822'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON HIGHWAY
 CJ0822'S-8-598 FOR 0.3 KM (0.2 MI) TO AZIMUTH MARK ON RIGHT.
 CJ0822
 CJ0822                          STATION RECOVERY (1991)
 CJ0822
 CJ0822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0822'NOT RECOVERED, AREA CHANGED DUE TO HOUSE CONSTRUCTION, SEARCHED FOR
 CJ0822'BUT NOT FOUND.
 CJ0822'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0823 ***********************************************************************
 CJ0823  DESIGNATION -  008 044 AZ MK
 CJ0823  PID         -  CJ0823
 CJ0823  STATE/COUNTY-  SC/CHARLESTON
 CJ0823  USGS QUAD   -  CAINHOY (1971)
 CJ0823
 CJ0823                         *CURRENT SURVEY CONTROL
 CJ0823  ___________________________________________________________________
 CJ0823* NAD 83(2001)-  32 59 17.92970(N)    079 45 45.54590(W)     ADJUSTED  
 CJ0823* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 CJ0823  ___________________________________________________________________
 CJ0823  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 CJ0823  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 CJ0823
 CJ0823  HORZ ORDER  -  SECOND
 CJ0823
 CJ0823.The horizontal coordinates were established by classical geodetic methods
 CJ0823.and adjusted by the National Geodetic Survey in March 2004..
 CJ0823
 CJ0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0823
 CJ0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0823
 CJ0823.The geoid height was determined by GEOID03.
 CJ0823
 CJ0823;                    North         East     Units Scale Factor Converg.
 CJ0823;SPC SC       -   128,778.970   725,230.907   MT  0.99986377   +0 41 09.5
 CJ0823;SPC SC       -   422,503.18  2,379,366.49   iFT  0.99986377   +0 41 09.5
 CJ0823;UTM  17      - 3,650,671.142   615,606.852   MT  0.99976479   +0 40 25.6
 CJ0823
 CJ0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0823!SPC SC       -   1.00000354  x   0.99986377  =   0.99986731
 CJ0823!UTM  17      -   1.00000354  x   0.99976479  =   0.99976833
 CJ0823
 CJ0823                          SUPERSEDED SURVEY CONTROL
 CJ0823
 CJ0823  NAD 83(1986)-  32 59 17.93939(N)    079 45 45.54880(W) AD(       ) 2
 CJ0823  NAD 27      -  32 59 17.32132(N)    079 45 46.26109(W) AD(       ) 2
 CJ0823  NGVD 29 (07/19/86)   11.1    (m)           36.     (f) VERT ANG       
 CJ0823
 CJ0823.Superseded values are not recommended for survey control.
 CJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0823.See file dsdata.txt to determine how the superseded data were derived.
 CJ0823
 CJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1560750671(NAD 83)
 CJ0823_MARKER: DD = SURVEY DISK
 CJ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CJ0823_STAMPING: 008 044 AZ MK 1982
 CJ0823_MARK LOGO: SCGS  
 CJ0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0823+STABILITY: SURFACE MOTION
 CJ0823
 CJ0823  HISTORY     - Date     Condition        Report By
 CJ0823  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0823  HISTORY     - 19910402 MARK NOT FOUND   SCGS
 CJ0823  HISTORY     - 19930920 GOOD             SCGS
 CJ0823
 CJ0823                          STATION DESCRIPTION
 CJ0823
 CJ0823'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0823'NOT RECOVERED, AREA CHANGED DUE TO HOUSE CONSTRUCTION, SEARCHED FOR
 CJ0823'BUT NOT FOUND.
 CJ0823'RECOVERY BY T. HALL.
 CJ0823
 CJ0823                          STATION RECOVERY (1993)
 CJ0823
 CJ0823'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ0823'STATION IS LOCATED 8.0 MILES (12.9 KM) SOUTHEAST OF HUGER.
 CJ0823'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CJ0823'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CJ0823'JUNCTION OF STATE HIGHWAYS 41, 402 AND STATE ROAD 133 IN HUGER, GO
 CJ0823'SOUTH ON ROAD 41 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD
 CJ0823'598, TURN LEFT ON ROAD 598 FOR 7.6 MILES (12.2 KM) TO A FORK
 CJ0823'(JUNCTION OF STATE ROAD 98), BEAR RIGHT ON ROAD 98 FOR 0.25 MILE
 CJ0823'(0.40 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A
 CJ0823'CONCRETE POST FLUSH WITH THE GROUND, 11.6 METERS (38.1 FT) WEST OF
 CJ0823'THE CENTER OF THE ROAD, 3.0 METERS (9.8 FT) NORTH NORTHWEST OF THE
 CJ0823'POWER POLE, 9.0 METERS (29.5 FT) WEST OF THE EDGE OF A DITCH, 1.2
 CJ0823'METERS (3.9 FT) EAST SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0833 ***********************************************************************
 CJ0833  DESIGNATION -  008 045
 CJ0833  PID         -  CJ0833
 CJ0833  STATE/COUNTY-  SC/BERKELEY
 CJ0833  USGS QUAD   -  CAINHOY (1971)
 CJ0833
 CJ0833                         *CURRENT SURVEY CONTROL
 CJ0833  ___________________________________________________________________
 CJ0833* NAD 83(2001)-  32 57 54.49503(N)    079 51 24.19383(W)     ADJUSTED  
 CJ0833* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 CJ0833  ___________________________________________________________________
 CJ0833  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CJ0833  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0833
 CJ0833  HORZ ORDER  -  SECOND
 CJ0833
 CJ0833.The horizontal coordinates were established by classical geodetic methods
 CJ0833.and adjusted by the National Geodetic Survey in March 2004..
 CJ0833
 CJ0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0833
 CJ0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0833
 CJ0833.The geoid height was determined by GEOID03.
 CJ0833
 CJ0833;                    North         East     Units Scale Factor Converg.
 CJ0833;SPC SC       -   126,107.877   716,468.921   MT  0.99986862   +0 38 01.8
 CJ0833;SPC SC       -   413,739.75  2,350,619.82   iFT  0.99986862   +0 38 01.8
 CJ0833;UTM  17      - 3,648,002.181   606,845.304   MT  0.99974076   +0 37 19.7
 CJ0833
 CJ0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0833!SPC SC       -   1.00000342  x   0.99986862  =   0.99987204
 CJ0833!UTM  17      -   1.00000342  x   0.99974076  =   0.99974418
 CJ0833
 CJ0833:                Primary Azimuth Mark                     Grid Az
 CJ0833:SPC SC       -  008 045 AZ MK                            013 15 07.6
 CJ0833:UTM  17      -  008 045 AZ MK                            013 15 49.7
 CJ0833
 CJ0833|---------------------------------------------------------------------|
 CJ0833| PID    Reference Object                     Distance      Geod. Az  |
 CJ0833|                                                           dddmmss.s |
 CJ0833| CJ0832 008 045 AZ MK                       APPROX. 0.7 KM 0135309.4 |
 CJ0833| CJ1060 008 045 RM 1                          7.379 METERS 24729     |
 CJ0833|---------------------------------------------------------------------|
 CJ0833
 CJ0833                          SUPERSEDED SURVEY CONTROL
 CJ0833
 CJ0833  NAD 83(1986)-  32 57 54.50613(N)    079 51 24.19712(W) AD(       ) 2
 CJ0833  NAD 27      -  32 57 53.87796(N)    079 51 24.89709(W) AD(       ) 2
 CJ0833  NGVD 29 (07/19/86)   11.7    (m)           38.     (f) VERT ANG       
 CJ0833
 CJ0833.Superseded values are not recommended for survey control.
 CJ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0833.See file dsdata.txt to determine how the superseded data were derived.
 CJ0833
 CJ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0684548002(NAD 83)
 CJ0833_MARKER: DD = SURVEY DISK
 CJ0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CJ0833_STAMPING: HORZ 008 045 1982
 CJ0833_MARK LOGO: SCGS  
 CJ0833_PROJECTION: FLUSH
 CJ0833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0833+STABILITY: SURFACE MOTION
 CJ0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0833+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 CJ0833
 CJ0833  HISTORY     - Date     Condition        Report By
 CJ0833  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0833  HISTORY     - 20031106 GOOD             SCGS
 CJ0833
 CJ0833                          STATION DESCRIPTION
 CJ0833
 CJ0833'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CJ0833'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) NORTH OF MT.
 CJ0833'PLEASANT, ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF HUGER, ABOUT 4.8 KM
 CJ0833'(3.0 MI) WEST-NORTHWEST OF THE WANDO RIVER, ON THE SIDE OF HIGHWAY
 CJ0833'98.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION
 CJ0833'ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 CJ0833'
 CJ0833'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY AND 402 AND
 CJ0833'41 AND HIGHWAY S-8-98, GO SOUTHERLY ON HIGHWAY S-8-98 FOR 16.3 KM
 CJ0833'(10.1 MI) TO RAILROAD TRACKS, CONTINUE SOUTHERLY ON HIGHWAY S-8-98
 CJ0833'FOR 1.2 KM (0.8 MI) TO A FIELD ENTRANCE ON LEFT AND THE STATION ON
 CJ0833'LEFT IN BETWEEN ENTRANCE GATE 1 AND GATE 2 OF AMOCO CHEM CO. COOPER
 CJ0833'RIVER PLANT.
 CJ0833'
 CJ0833'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CJ0833'---008 045 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CJ0833'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 30.2 METERS E FROM THE
 CJ0833'CENTER OF HIGHWAY S-8-98, 19.5 METERS N FROM THE EDGE OF WOODS,  9.0
 CJ0833'METERS ENE FROM THE WITNESS POST, AND 24.1 METERS ESE FROM THE DIM
 CJ0833'FIELD ENTRANCE.
 CJ0833'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0833'DISK STAMPED---008 045 1982---SET INTO AN IRREGULAR MASS OF
 CJ0833'CONCRETE 1.2 METERS BELOW THE SURFACE.
 CJ0833'
 CJ0833'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0833'DISK STAMPED---008 045 RM 1 1982---SET INTO THE TOP OF A ROUND
 CJ0833'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE
 CJ0833'GROUND LOCATED 23.9 METERS E FROM THE CENTER OF HIGHWAY S-8-98, 16.8
 CJ0833'METERS N FROM THE EDGE OF WOODS, 19.8 METERS SE FROM THE CENTER OF
 CJ0833'DIM FIELD ENTRANCE,  1.6 METERS E FROM THE WITNESS POST, AND IS LEVEL
 CJ0833'WITH THE STATION.
 CJ0833'
 CJ0833'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 CJ0833'STAMPED---008 045 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 CJ0833'MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND
 CJ0833'LOCATED  9.1 METERS E FROM THE CENTER OF HIGHWAY S-8-98,  3.8 METERS
 CJ0833'N FROM THE 24 INCH PINE TREE,  6.0 METERS S FROM THE SMALL DRAINAGE
 CJ0833'DITCH, AND  0.8 METERS S FROM THE WITNESS POST.
 CJ0833'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ON
 CJ0833'HIGHWAY S-8-98 FOR 0.7 KM (0.45 MI) TO MARK ON RIGHT.
 CJ0833
 CJ0833                          STATION RECOVERY (2003)
 CJ0833
 CJ0833'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CJ0833'STATION IS LOCATED 3.35 MILES NORTHWEST OF CAINHOY, 18.3 MILES SOUTH
 CJ0833'SOUTHEAST OF  MONCKS CORNER. OWNERSHIP--FRANCIS MARION NATIONAL
 CJ0833'FOREST, USDA FOREST SERVICE, 4931  BROAD RIVER ROAD, COLUMBIA, SC
 CJ0833'29212-3530, PHONE 803 561-4000. TO REACH THE STATION FROM THE JUNCTION
 CJ0833'OF U.S. HIGHWAY 17 AND STATE HIGHWAY 41,  6.25 MILES NORTHEAST OF
 CJ0833'MOUNT PLEASANT, GO NORTH NORTHEAST ON HIGHWAY 41 FOR 5.5 MILES  TO THE
 CJ0833'JUNCTION OF STATE ROAD 33 (CLEMENTS FERRY ROAD) LEFT, BEAR LEFT ON
 CJ0833'ROAD 33 FOR  0.95 MILE TO THE JUNCTION OF STATE ROAD 98 (CAINHOY ROAD)
 CJ0833'RIGHT, TURN RIGHT ON ROAD 98 FOR  2.65 MILES TO AN ENTRANCE ROAD LEFT
 CJ0833'TO BRITISH PETROLEUM (GATE 2), CONTINUE ON ROAD 98  FOR 0.05 MILE TO
 CJ0833'THE STATION ON THE RIGHT IN A WOODED AREA. STATION IS A CONCRETE POST
 CJ0833'FLUSH WITH THE GROUND, 101.6 FEET EAST SOUTHEAST OF THE  CENTER OF THE
 CJ0833'ROAD, 24.2 FEET EAST NORTHEAST OF SURVEY STATION 008 051 RM 1, 8.4
 CJ0833'FEET  SOUTH SOUTHEAST OF A 0.9-FOOT PINE TREE WITH A SCGS REFERENCE
 CJ0833'WASHER ATTACHED, 7.7  FEET NORTHWEST OF A 0.8-FOOT PINE TREE WITH A
 CJ0833'SCGS REFERENCE WASHER ATTACHED, 29.5  FEET EAST NORTHEAST OF A WITNESS
 CJ0833'POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 045 AZ
 CJ0833'MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0832 ***********************************************************************
 CJ0832  DESIGNATION -  008 045 AZ MK
 CJ0832  PID         -  CJ0832
 CJ0832  STATE/COUNTY-  SC/BERKELEY
 CJ0832  USGS QUAD   -  CAINHOY (1971)
 CJ0832
 CJ0832                         *CURRENT SURVEY CONTROL
 CJ0832  ___________________________________________________________________
 CJ0832* NAD 83(2001)-  32 58 16.87657(N)    079 51 17.62969(W)     ADJUSTED  
 CJ0832* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 CJ0832  ___________________________________________________________________
 CJ0832  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 CJ0832  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0832
 CJ0832  HORZ ORDER  -  SECOND
 CJ0832
 CJ0832.The horizontal coordinates were established by classical geodetic methods
 CJ0832.and adjusted by the National Geodetic Survey in March 2004..
 CJ0832
 CJ0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0832
 CJ0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0832
 CJ0832.The geoid height was determined by GEOID03.
 CJ0832
 CJ0832;                    North         East     Units Scale Factor Converg.
 CJ0832;SPC SC       -   126,799.131   716,631.716   MT  0.99986730   +0 38 05.4
 CJ0832;SPC SC       -   416,007.65  2,351,153.92   iFT  0.99986730   +0 38 05.4
 CJ0832;UTM  17      - 3,648,693.314   607,008.219   MT  0.99974119   +0 37 23.7
 CJ0832
 CJ0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0832!SPC SC       -   1.00000361  x   0.99986730  =   0.99987091
 CJ0832!UTM  17      -   1.00000361  x   0.99974119  =   0.99974480
 CJ0832
 CJ0832                          SUPERSEDED SURVEY CONTROL
 CJ0832
 CJ0832  NAD 83(1986)-  32 58 16.88768(N)    079 51 17.63305(W) AD(       ) 2
 CJ0832  NAD 27      -  32 58 16.25989(N)    079 51 18.33229(W) AD(       ) 2
 CJ0832  NGVD 29 (07/19/86)   10.5    (m)           34.     (f) VERT ANG       
 CJ0832
 CJ0832.Superseded values are not recommended for survey control.
 CJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0832.See file dsdata.txt to determine how the superseded data were derived.
 CJ0832
 CJ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0700848693(NAD 83)
 CJ0832_MARKER: DD = SURVEY DISK
 CJ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0832_SP_SET: CONCRETE POST
 CJ0832_STAMPING: 008 045 AZ MK 1982
 CJ0832_MARK LOGO: SCGS  
 CJ0832_PROJECTION: FLUSH
 CJ0832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0832+STABILITY: SURFACE MOTION
 CJ0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0832+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 CJ0832
 CJ0832  HISTORY     - Date     Condition        Report By
 CJ0832  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0832  HISTORY     - 19930920 GOOD             SCGS
 CJ0832  HISTORY     - 20031106 GOOD             SCGS
 CJ0832
 CJ0832                          STATION DESCRIPTION
 CJ0832
 CJ0832'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ0832'STATION IS LOCATED 11.0 MILES (17.7 KM) NORTH OF MOUNT PLEASANT, 9.0
 CJ0832'MILES (14.5 KM) SOUTHWEST OF HUGER. OWNERSHIP--SCDOT, DIRECTOR OF
 CJ0832'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0832'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 CJ0832'HIGHWAYS 41, 402 AND STATE ROAD 98 IN HUGER, GO SOUTHWEST ON ROAD 98
 CJ0832'FOR 10.1 MILES (16.3 KM) TO A RAILROAD CROSSING, CONTINUE ON ROAD 98
 CJ0832'FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE LEFT, 0.45 MILE
 CJ0832'(0.72 KM) NORTHWEST OF ENTRANCE GATE 1 AND 2 TO AMOCO CHEMICAL
 CJ0832'COMPANY COOPER RIVER PLANT. STATION IS A CONCRETE POST PROJECTING 0.2
 CJ0832'FOOT, 9.1 METERS (29.9 FT) EAST OF THE CENTER OF THE ROAD, 3.8 METERS
 CJ0832'(12.5 FT) NORTH OF A 2.0-FOOT PINE TREE, 6.0 METERS (19.7 FT) SOUTH
 CJ0832'OF A SMALL DRAINAGE DITCH, 0.8 METER (2.6 FT) SOUTH OF A WITNESS
 CJ0832'POST.
 CJ0832
 CJ0832                          STATION RECOVERY (2003)
 CJ0832
 CJ0832'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CJ0832'STATION IS LOCATED 3.65 MILES NORTH NORTHWEST OF CAINHOY, 18.0 MILES
 CJ0832'SOUTH SOUTHEAST OF  MONCKS CORNER. OWNERSHIP--FRANCIS MARION NATIONAL
 CJ0832'FOREST, USDA FOREST SERVICE, 4931  BROAD RIVER ROAD, COLUMBIA, SC
 CJ0832'29212-3530, PHONE 803 561-4000. TO REACH THE STATION FROM THE JUNCTION
 CJ0832'OF U.S. HIGHWAY 17 AND STATE HIGHWAY 41,  6.25 MILES NORTHEAST OF
 CJ0832'MOUNT PLEASANT, GO NORTH NORTHEAST ON HIGHWAY 41 FOR 5.5 MILES  TO THE
 CJ0832'JUNCTION OF STATE ROAD 33 (CLEMENTS FERRY ROAD) LEFT, BEAR LEFT ON
 CJ0832'ROAD 33 FOR  0.95 MILE TO THE JUNCTION OF STATE ROAD 98 (CAINHOY ROAD)
 CJ0832'RIGHT, TURN RIGHT ON ROAD 98 FOR  2.65 MILES TO AN ENTRANCE ROAD LEFT
 CJ0832'TO BRITISH PETROLEUM (GATE 2), CONTINUE ON ROAD 98  FOR 0.45 MILE TO
 CJ0832'THE STATION ON THE RIGHT AT THE RIGHT OF WAY TREE LINE NEAR A CLEARED
 CJ0832'A FIRE PLOW LANE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 CJ0832'LEVEL WITH THE ROAD, 31.8 FEET  EAST SOUTHEAST OF THE CENTER OF THE
 CJ0832'ROAD, 11.0 FEET SOUTH SOUTHWEST OF THE CENTER OF  THE CLEARED FIRE
 CJ0832'PLOW LINE, 1.8 FEET WEST NORTHWEST OF A WITNESS POST. NOTE-STATION IS
 CJ0832'NOT INTERVISIBLE WITH SURVEY STATION 008 045. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3143 ***********************************************************************
 DD3143  DESIGNATION -  008 046
 DD3143  PID         -  DD3143
 DD3143  STATE/COUNTY-  SC/BERKELEY
 DD3143  USGS QUAD   -  HUGER (1971)
 DD3143
 DD3143                         *CURRENT SURVEY CONTROL
 DD3143  ___________________________________________________________________
 DD3143* NAD 83(2001)-  33 00 51.81811(N)    079 48 40.80480(W)     ADJUSTED  
 DD3143* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 DD3143  ___________________________________________________________________
 DD3143  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DD3143  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DD3143
 DD3143  HORZ ORDER  -  SECOND
 DD3143
 DD3143.The horizontal coordinates were established by classical geodetic methods
 DD3143.and adjusted by the National Geodetic Survey in March 2004..
 DD3143
 DD3143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3143
 DD3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3143
 DD3143.The geoid height was determined by GEOID03.
 DD3143
 DD3143;                    North         East     Units Scale Factor Converg.
 DD3143;SPC SC       -   131,617.380   720,648.393   MT  0.99985851   +0 39 32.4
 DD3143;SPC SC       -   431,815.55  2,364,332.00   iFT  0.99985851   +0 39 32.4
 DD3143;UTM  17      - 3,653,510.201   611,025.391   MT  0.99975198   +0 38 51.8
 DD3143
 DD3143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3143!SPC SC       -   1.00000343  x   0.99985851  =   0.99986193
 DD3143!UTM  17      -   1.00000343  x   0.99975198  =   0.99975540
 DD3143
 DD3143|---------------------------------------------------------------------|
 DD3143| PID    Reference Object                     Distance      Geod. Az  |
 DD3143|                                                           dddmmss.s |
 DD3143| DD3144 008 046 AZ MK                       395.762 METERS 18940     |
 DD3143| DD3669 008 046 RM 1                         15.886 METERS 28319     |
 DD3143|---------------------------------------------------------------------|
 DD3143
 DD3143                          SUPERSEDED SURVEY CONTROL
 DD3143
 DD3143  NAD 83(1986)-  33 00 51.82848(N)    079 48 40.80799(W) AD(       ) 2
 DD3143  NAD 27      -  33 00 51.21137(N)    079 48 41.51307(W) AD(       ) 2
 DD3143  NGVD 29 (07/19/86)   11.7    (m)           38.     (f) VERT ANG       
 DD3143
 DD3143.Superseded values are not recommended for survey control.
 DD3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3143.See file dsdata.txt to determine how the superseded data were derived.
 DD3143
 DD3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1102553510(NAD 83)
 DD3143_MARKER: DD = SURVEY DISK
 DD3143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3143_STAMPING: HORZ 008 046 1982
 DD3143_MARK LOGO: SCGS  
 DD3143_PROJECTION: FLUSH
 DD3143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3143+STABILITY: SURFACE MOTION
 DD3143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3143+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 DD3143
 DD3143  HISTORY     - Date     Condition        Report By
 DD3143  HISTORY     - 1982     MONUMENTED       SCGS
 DD3143  HISTORY     - 20031105 GOOD             SCGS
 DD3143
 DD3143                          STATION DESCRIPTION
 DD3143
 DD3143'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3143'THE STATION IS LOCATED ABOUT 24.21 KM (15 MI) NORTH-NORTHWEST OF MT.
 DD3143'PLEASANT 17.7 KM (11 MI) WEST-SOUTHWEST OF AWENDAW, ABOUT 8.8 KM (5.5
 DD3143'MI) NORTH OF WANDO RIVER BRIDGE OVER STATE HIGHWAY 41, ON THE EAST
 DD3143'SIDE OF STATE HIGHWAY 41.  FOR INFORMATION CONTACT--  MR. GEORGE
 DD3143'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD3143'29202, PHONE (803) 758-3414.
 DD3143'
 DD3143'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 402 AND 41
 DD3143'IN HUGER, GO SOUTHERLY ON STATE HIGHWAY 41 FOR 9.3 KM (5.8 MI) TO THE
 DD3143'STATION ON LEFT.
 DD3143'
 DD3143'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3143'---008 046 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3143'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 25.75 METERS E FROM THE
 DD3143'CENTER OF STATE HIGHWAY 41, 11.12 METERS N FROM THE 24 INCH PINE
 DD3143'TREE,  3.81 METERS SSW FROM THE CENTER OF SMALL DRAINAGE DITCH, 15.63
 DD3143'METERS E FROM THE WITNESS POST, AND 16.15 METERS NW FROM THE 24 INCH
 DD3143'PINE TREE.
 DD3143'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3143'DISK STAMPED---008 046 1981------SET INTO AN IRREGULAR MASS OF
 DD3143'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3143'
 DD3143'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3143'DISK STAMPED---008 046 RM 1 1982---SET INTO THE TOP OF A ROUND
 DD3143'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE
 DD3143'GROUND LOCATED 11.12 METERS NNW FROM THE 24 INCH PINE TREE,  9.75
 DD3143'METERS E FROM THE CENTER OF STATE HIGHWAY 41,  8.23 METERS SSE FROM
 DD3143'THE CENTER OF SMALL DRAINAGE DITCH, 0.76 METERS N FROM THE WITNESS
 DD3143'POST, AND IS LEVEL WITH THE STATION.
 DD3143'
 DD3143'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3143'STAMPED---008 046 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DD3143'MONUMENT 30 CM IN DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND
 DD3143'LOCATED 12.50 METERS W FROM THE CENTER OF STATE HIGHWAY 41, 14.63
 DD3143'METERS S FROM THE POWER LINE POLE, 14.33 METERS NE FROM A PIECE
 DD3143'RAILROAD IN GROUND PROJECTING 3.5 FOOT, FROM PAINTED RED, AND  1.28
 DD3143'METERS NE FROM THE WITNESS POST.
 DD3143'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE HIGHWAY
 DD3143'41 FOR 0.4 KM (0.25 MI) TO THE MARK ON RIGHT 0.2 MILE BEFORE
 DD3143'REACHING S-8-99.
 DD3143
 DD3143                          STATION RECOVERY (2003)
 DD3143
 DD3143'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3143'STATION IS LOCATED 6.25 MILES SOUTH OF HUGER, 17.1 MILES SOUTHEAST OF
 DD3143'MONCKS CORNER.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DD3143'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DD3143'FROM THE JUNCTION OF STATE HIGHWAYS 402, 41 AND STATE ROAD 133  (STEED
 DD3143'CREEK ROAD) IN HUGER, GO SOUTH SOUTHWEST ON HIGHWAY 41 FOR 5.85 MILES
 DD3143'TO THE  STATION ON THE LEFT NEAR THE NORTH CORNER OF A CHAIN LINK
 DD3143'FENCE AROUND A TELEPHONE  SUBSTATION. STATION IS A CONCRETE POST FLUSH
 DD3143'WITH THE GROUND AND LEVEL WITH THE  HIGHWAYS, 2.7 FEET NORTHEAST OF
 DD3143'THE CHAIN LINK FENCE, 83.2 FEET EAST SOUTHEAST  OF THE CENTER OF THE
 DD3143'HIGHWAY, 4.5 FEET EAST OF THE NORTH CORNER OF THE CHAIN  LINK FENCE,
 DD3143'57.0 FEET EAST NORTHEAST OF THE NORTH END OF A 1.7-FOOT CONCRETE  PIPE
 DD3143'CULVERT BENEATH THE ACCESS ROAD TO THE SUBSTATION, 18.5 FEET EAST OF A
 DD3143'POWER LINE STUB POLE, 13.0 FEET SOUTHWEST OF A SMALL DITCH LINE ON THE
 DD3143'NORTH  EDGE OF THE SUBSTATION PROPERTY. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3144 ***********************************************************************
 DD3144  DESIGNATION -  008 046 AZ MK
 DD3144  PID         -  DD3144
 DD3144  STATE/COUNTY-  SC/BERKELEY
 DD3144  USGS QUAD   -  HUGER (1971)
 DD3144
 DD3144                         *CURRENT SURVEY CONTROL
 DD3144  ___________________________________________________________________
 DD3144* NAD 83(2001)-  33 00 39.15422(N)    079 48 43.36698(W)     ADJUSTED  
 DD3144* NAVD 88     -        11.5    (meters)      38.     (feet)  VERTCON   
 DD3144  ___________________________________________________________________
 DD3144  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DD3144  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DD3144
 DD3144  HORZ ORDER  -  SECOND
 DD3144
 DD3144.The horizontal coordinates were established by classical geodetic methods
 DD3144.and adjusted by the National Geodetic Survey in March 2004..
 DD3144
 DD3144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3144
 DD3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3144
 DD3144.The geoid height was determined by GEOID03.
 DD3144
 DD3144;                    North         East     Units Scale Factor Converg.
 DD3144;SPC SC       -   131,226.562   720,586.389   MT  0.99985921   +0 39 31.0
 DD3144;SPC SC       -   430,533.34  2,364,128.57   iFT  0.99985921   +0 39 31.0
 DD3144;UTM  17      - 3,653,119.436   610,963.317   MT  0.99975182   +0 38 50.1
 DD3144
 DD3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3144!SPC SC       -   1.00000341  x   0.99985921  =   0.99986262
 DD3144!UTM  17      -   1.00000341  x   0.99975182  =   0.99975523
 DD3144
 DD3144                          SUPERSEDED SURVEY CONTROL
 DD3144
 DD3144  NAD 83(1986)-  33 00 39.16458(N)    079 48 43.37012(W) AD(       ) 2
 DD3144  NAD 27      -  33 00 38.54721(N)    079 48 44.07561(W) AD(       ) 2
 DD3144  NGVD 29 (07/19/86)   11.8    (m)           39.     (f) VERT ANG       
 DD3144
 DD3144.Superseded values are not recommended for survey control.
 DD3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3144.See file dsdata.txt to determine how the superseded data were derived.
 DD3144
 DD3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1096353119(NAD 83)
 DD3144_MARKER: DD = SURVEY DISK
 DD3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3144_SP_SET: CONCRETE POST
 DD3144_STAMPING: 008 046 AZ MK 1982
 DD3144_MARK LOGO: SCGS  
 DD3144_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3144+STABILITY: SURFACE MOTION
 DD3144
 DD3144  HISTORY     - Date     Condition        Report By
 DD3144  HISTORY     - 1981     MONUMENTED       SCGS
 DD3144  HISTORY     - 19930920 GOOD             SCGS
 DD3144  HISTORY     - 20031105 MARK NOT FOUND   SCGS
 DD3144
 DD3144                          STATION DESCRIPTION
 DD3144
 DD3144'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3144'STATION IS LOCATED 15.0 MILES (24.1 KM) NORTH NORTHWEST OF MOUNT
 DD3144'PLEASANT, 11.0 MILES (17.7 KM) WEST SOUTHWEST OF AWENDAW, 5.5 MILES
 DD3144'(8.9 KM) NORTH OF WANDO. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3144'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3144'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3144'HIGHWAYS 41 AND 402 IN HUGER, GO SOUTH ON HIGHWAY 41 FOR 6.05 MILES
 DD3144'(9.74 KM) TO THE STATION ON THE RIGHT, 0.2 MILE (0.3 KM) NORTH OF THE
 DD3144'JUNCTION OF STATE ROAD 99. STATION IS A CONCRETE POST PROJECTING 0.4
 DD3144'FOOT, 12.5 METERS (41.0 FT) WEST OF THE CENTER OF THE HIGHWAY, 14.63
 DD3144'METERS (48.00 FT) SOUTH OF A POWER POLE, 14.33 METERS (47.01 FT)
 DD3144'NORTHEAST OF A RAILROAD RAIL (PAINTED RED) PROJECTING 3.5 FEET, 1.28
 DD3144'METERS (4.20 FT) NORTHEAST OF A WITNESS POST.
 DD3144
 DD3144                          STATION RECOVERY (2003)
 DD3144
 DD3144'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3144'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3144'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3144'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED TO A CONCRETE
 DD3144'POST AT DESCRIBED SITE, HOME OWNER HAS  DESTROYED THE DISK AND
 DD3144'DISCARDED, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0826 ***********************************************************************
 CJ0826  DESIGNATION -  008 047 AZ MK
 CJ0826  PID         -  CJ0826
 CJ0826  STATE/COUNTY-  SC/BERKELEY
 CJ0826  USGS QUAD   -  CAINHOY (1971)
 CJ0826
 CJ0826                         *CURRENT SURVEY CONTROL
 CJ0826  ___________________________________________________________________
 CJ0826* NAD 83(2001)-  32 59 54.25763(N)    079 48 03.55228(W)     ADJUSTED  
 CJ0826* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 CJ0826  ___________________________________________________________________
 CJ0826  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CJ0826  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 CJ0826
 CJ0826  HORZ ORDER  -  SECOND
 CJ0826
 CJ0826.The horizontal coordinates were established by classical geodetic methods
 CJ0826.and adjusted by the National Geodetic Survey in March 2004..
 CJ0826
 CJ0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0826
 CJ0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0826
 CJ0826.The geoid height was determined by GEOID03.
 CJ0826
 CJ0826;                    North         East     Units Scale Factor Converg.
 CJ0826;SPC SC       -   129,855.660   721,635.651   MT  0.99986171   +0 39 53.0
 CJ0826;SPC SC       -   426,035.63  2,367,571.03   iFT  0.99986171   +0 39 53.0
 CJ0826;UTM  17      - 3,651,748.470   612,012.191   MT  0.99975470   +0 39 11.0
 CJ0826
 CJ0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0826!SPC SC       -   1.00000326  x   0.99986171  =   0.99986497
 CJ0826!UTM  17      -   1.00000326  x   0.99975470  =   0.99975796
 CJ0826
 CJ0826                          SUPERSEDED SURVEY CONTROL
 CJ0826
 CJ0826  NAD 83(1986)-  32 59 54.26804(N)    079 48 03.55558(W) AD(       ) 2
 CJ0826  NAD 27      -  32 59 53.64951(N)    079 48 04.26100(W) AD(       ) 2
 CJ0826  NGVD 29 (07/19/86)   12.8    (m)           42.     (f) VERT ANG       
 CJ0826
 CJ0826.Superseded values are not recommended for survey control.
 CJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0826.See file dsdata.txt to determine how the superseded data were derived.
 CJ0826
 CJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1201251748(NAD 83)
 CJ0826_MARKER: DD = SURVEY DISK
 CJ0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0826_SP_SET: CONCRETE POST
 CJ0826_STAMPING: AZ MK 008 047 1982
 CJ0826_MARK LOGO: SCGS  
 CJ0826_PROJECTION: RECESSED 3 CENTIMETERS
 CJ0826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0826+STABILITY: SURFACE MOTION
 CJ0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0826+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 CJ0826
 CJ0826  HISTORY     - Date     Condition        Report By
 CJ0826  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0826  HISTORY     - 19930920 GOOD             SCGS
 CJ0826  HISTORY     - 20031105 GOOD             SCGS
 CJ0826
 CJ0826                          STATION DESCRIPTION
 CJ0826
 CJ0826'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ0826'STATION IS LOCATED 12.0 MILES (19.3 KM) NORTH NORTHEAST OF MOUNT
 CJ0826'PLEASANT. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CJ0826'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION
 CJ0826'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 402 IN HUGER, GO SOUTH ON
 CJ0826'HIGHWAY 41 FOR 5.9 MILES (9.5 KM) TO THE JUNCTION OF STATE ROAD 99,
 CJ0826'CONTINUE ON HIGHWAY 41 FOR 1.0 MILE (1.6 KM) TO A SIDE ROAD LEFT
 CJ0826'(FOREST SERVICE ROAD 1229), TURN LEFT ON ROAD 1229 FOR 0.75 MILE
 CJ0826'(1.21 KM) TO THE STATION ON THE RIGHT. STATION IS A CONCRETE POST
 CJ0826'PROJECTING 0.6 FOOT, 9.7 METERS (31.8 FT) SOUTH OF THE CENTER OF THE
 CJ0826'ROAD, 1.3 METERS (4.3 FT) NORTHEAST OF A WITNESS POST, 7.7 METERS
 CJ0826'(25.3 FT) EAST OF A 1.0-FOOT PINE TREE, 6.6 METERS (21.7 FT)
 CJ0826'NORTHWEST OF A 1.2-FOOT PINE TREE.
 CJ0826
 CJ0826                          STATION RECOVERY (2003)
 CJ0826
 CJ0826'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CJ0826'STATION IS LOCATED 7.35 MILES SOUTH OF HUGER, 18.3 MILES SOUTHEAST OF
 CJ0826'MONCKS CORNER.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 CJ0826'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CJ0826'FROM THE JUNCTION OF STATE HIGHWAYS 402, 41 AND STATE ROAD 133  (STEED
 CJ0826'CREEK ROAD) IN HUGER, GO SOUTH SOUTHWEST ON HIGHWAY 41 FOR 6.9 MILES
 CJ0826'TO THE  JUNCTION OF A SAND ROAD LEFT (FOREST SERVICE ROAD NUMBER
 CJ0826'1229), TURN LEFT ON THE  SAND ROAD FOR 0.7 MILE TO THE STATION ON THE
 CJ0826'RIGHT NEAR THE OUTSIDE OF A CURVE OF THE  ROAD. STATION IS A CONCRETE
 CJ0826'POST RECESSED 0.1 FOOT AND LEVEL WITH THE SAND ROAD, 33.3 FEET  SOUTH
 CJ0826'OF THE CENTER OF THE ROAD, 23.2 FEET WEST OF A 1.0-FOOT PINE TREE WITH
 CJ0826'A SCGS  REFERENCE WASHER ATTACHED, 4.2 FEET NORTHEAST OF A WITNESS
 CJ0826'POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0829 ***********************************************************************
 CJ0829  HT_MOD      -  This is a Height Modernization Survey Station.
 CJ0829  DESIGNATION -  008 048
 CJ0829  PID         -  CJ0829
 CJ0829  STATE/COUNTY-  SC/BERKELEY
 CJ0829  USGS QUAD   -  CAINHOY (1971)
 CJ0829
 CJ0829                         *CURRENT SURVEY CONTROL
 CJ0829  ___________________________________________________________________
 CJ0829* NAD 83(2001)-  32 58 04.17761(N)    079 48 57.68830(W)     ADJUSTED  
 CJ0829* NAVD 88     -        14.06   (meters)      46.1    (feet)  GPS OBS   
 CJ0829  ___________________________________________________________________
 CJ0829  X           -     947,062.465 (meters)                     COMP
 CJ0829  Y           -  -5,272,011.578 (meters)                     COMP
 CJ0829  Z           -   3,450,955.176 (meters)                     COMP
 CJ0829  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CJ0829  ELLIP HEIGHT-         -19.21  (meters)          (10/01/04) GPS OBS
 CJ0829  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0829
 CJ0829  HORZ ORDER  -  FIRST
 CJ0829  ELLP ORDER  -  FOURTH    CLASS I
 CJ0829
 CJ0829.The horizontal coordinates were established by GPS observations
 CJ0829.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 CJ0829
 CJ0829.The orthometric height was determined by GPS observations and a
 CJ0829.high-resolution geoid model using precise GPS observation and
 CJ0829.processing techniques.
 CJ0829
 CJ0829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0829
 CJ0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0829
 CJ0829.The ellipsoidal height was determined by GPS observations
 CJ0829.and is referenced to NAD 83.
 CJ0829
 CJ0829.The geoid height was determined by GEOID03.
 CJ0829
 CJ0829;                    North         East     Units Scale Factor Converg.
 CJ0829;SPC SC       -   126,448.937   720,269.428   MT  0.99986805   +0 39 23.0
 CJ0829;SPC SC       -   414,858.72  2,363,088.67   iFT  0.99986805   +0 39 23.0
 CJ0829;UTM  17      - 3,648,342.412   610,645.417   MT  0.99975095   +0 38 39.6
 CJ0829
 CJ0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0829!SPC SC       -   1.00000302  x   0.99986805  =   0.99987107
 CJ0829!UTM  17      -   1.00000302  x   0.99975095  =   0.99975397
 CJ0829
 CJ0829|---------------------------------------------------------------------|
 CJ0829| PID    Reference Object                     Distance      Geod. Az  |
 CJ0829|                                                           dddmmss.s |
 CJ0829| CJ0827 008 048 AZ MK                       190.994 METERS 01649     |
 CJ0829| CJ1062 008 048 RM 1                         10.494 METERS 15902     |
 CJ0829|---------------------------------------------------------------------|
 CJ0829
 CJ0829                          SUPERSEDED SURVEY CONTROL
 CJ0829
 CJ0829  NAD 83(2001)-  32 58 04.17748(N)    079 48 57.68605(W) AD(       ) 2
 CJ0829  NAD 83(1986)-  32 58 04.18843(N)    079 48 57.68935(W) AD(       ) 2
 CJ0829  NAD 27      -  32 58 03.56598(N)    079 48 58.39191(W) AD(       ) 2
 CJ0829  NGVD 29 (07/19/86)   14.1    (m)           46.     (f) VERT ANG       
 CJ0829
 CJ0829.Superseded values are not recommended for survey control.
 CJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0829.See file dsdata.txt to determine how the superseded data were derived.
 CJ0829
 CJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1064548342(NAD 83)
 CJ0829_MARKER: DD = SURVEY DISK
 CJ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CJ0829_STAMPING: HORZ 008 048 1982
 CJ0829_MARK LOGO: SCGS  
 CJ0829_PROJECTION: FLUSH
 CJ0829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0829+STABILITY: SURFACE MOTION
 CJ0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0829+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 CJ0829
 CJ0829  HISTORY     - Date     Condition        Report By
 CJ0829  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0829  HISTORY     - 20031106 GOOD             SCGS
 CJ0829
 CJ0829                          STATION DESCRIPTION
 CJ0829
 CJ0829'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CJ0829'THE STATION IS LOCATED ABOUT 19.2 KM (11 MI) NORTH OF MT. PLEASANT,
 CJ0829'ABOUT 9.6 KM (6.0 MI) NORTHWEST OF U.S. HIGHWAY 17, ABOUT 3.2 KM (2
 CJ0829'MI) NORTH OF THE BRIDGE OVER STATE HIGHWAY 41, ALONG THE WEST SIDE OF
 CJ0829'STATE HIGHWAY 41.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 CJ0829'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 CJ0829'(803) 758-3414.
 CJ0829'
 CJ0829'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 402 AND 41
 CJ0829'IN HUGER, GO SOUTHERLY ON STATE HIGHWAY 41 FOR 9.5 KM (5.9 MI) TO THE
 CJ0829'JUNCTION OF HIGHWAY S-8-99, CONTINUE SOUTHERLY ON STATE HIGHWAY 41
 CJ0829'FOR 5.0 KM (3.1 MI) TO OFFSET CROSSROAD, FS ROAD 183 ON LEFT AND FS
 CJ0829'ROAD 188 ON RIGHT, TURN RIGHT, THEN LEFT TO STATION ABOUT 200 FEET
 CJ0829'SOUTH OF ROAD FS 188.
 CJ0829'
 CJ0829'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CJ0829'---008 048 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CJ0829'CM IN DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND LOCATED 65.2
 CJ0829'METERS S FROM THE CENTER OF FOREST SERVICE NO 188, 27.6 METERS W FROM
 CJ0829'THE CENTER OF STATE HIGHWAY 41, 10.90 METERS NNW FROM THE WITNESS
 CJ0829'POST, 10.0 METERS W FROM A DOUBLE TRUNK 14 INCH TREE, AND 10.4 METERS
 CJ0829'E FROM THE SMALL DRAINAGE DITCH.
 CJ0829'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0829'DISK STAMPED---008 048 1982---SET INTO AN IRREGULAR MASS OF
 CJ0829'CONCRETE 1.2 METERS BELOW THE SURFACE.
 CJ0829'
 CJ0829'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0829'DISK STAMPED---008 048 RM 1 1982---SET INTO THE TOP OF A ROUND
 CJ0829'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE
 CJ0829'GROUND LOCATED 175.0 METERS S FROM THE CENTER OF FOREST SERVICE ROAD
 CJ0829'NO 188,  30.96 METERS W FROM THE CENTER OF STATE HIGHWAY 41,  10.42
 CJ0829'METERS SW FROM A 141 INCH DOUBLE TRUNK TREE, 0.65 METERS NE FROM
 CJ0829'THE WITNESS POST, AND IS LEVEL WITH THE STATION.
 CJ0829'
 CJ0829'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 CJ0829'STAMPED---008 048 1982 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 CJ0829'MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND
 CJ0829'LOCATED 10.75 METERS E FROM THE CENTER OF STATE HIGHWAY 41, 35.5
 CJ0829'METERS NW FROM THE 14 INCH PINE TREE,  2.5 METERS E FROM THE CENTER
 CJ0829'DITCH, AND  0.3 METERS NW FROM THE WITNESS POST.
 CJ0829'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST ON
 CJ0829'STATE HIGHWAY 41 FOR 0.2 KM (0.15 MI) TO THE MARK ON RIGHT.
 CJ0829
 CJ0829                          STATION RECOVERY (2003)
 CJ0829
 CJ0829'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CJ0829'STATION IS LOCATED 3.05 MILES NORTH OF CAINHOY, 19.4 MILES SOUTHEAST
 CJ0829'OF MONCKS  CORNER. OWNERSHIP--FRANCIS MARION NATIONAL FOREST, USDA
 CJ0829'FOREST SERVICE, 4931  BROAD RIVER ROAD, COLUMBIA, SC 29212-3530, PHONE
 CJ0829'803 561-4000. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CJ0829'402, 41 AND STATE ROAD 133  (STEED CREEK ROAD) IN HUGER, GO SOUTH
 CJ0829'SOUTHWEST ON HIGHWAY 41 FOR 8.95 MILES TO THE  JUNCTION OF FOREST
 CJ0829'SERVICE ROAD 183 LEFT AND FOREST SERVICE ROAD 188 RIGHT, CONTINUE  ON
 CJ0829'HIGHWAY 41 FOR 0.05 MILE TO THE STATION ON THE RIGHT IN A WOODED AREA.
 CJ0829'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CJ0829'HIGHWAY, 34.6 FEET NORTH NORTHWEST OF SURVEY STATION 008 048 RM 1,
 CJ0829'102.0 FEET  WEST OF THE CENTER OF THE HIGHWAY, 23.0 FEET EAST
 CJ0829'NORTHEAST OF A 1.0-FOOT  PINE TREE WITH A SCGS REFERENCE WASHER
 CJ0829'ATTACHED, 12.8 FEET SOUTHEAST OF A  0.4-FOOT PINE TREE WITH A SCGS
 CJ0829'REFERENCE WASHER ATTACHED, 2.0 FEET EAST OF A  WITNESS POST.
 CJ0829'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS. NOTE-STATION
 CJ0829'IS NOT INTERVISIBLE WITH SURVEY STATION 008 048 AZ MK. RECOVERED BY T.
 CJ0829'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0827 ***********************************************************************
 CJ0827  DESIGNATION -  008 048 AZ MK
 CJ0827  PID         -  CJ0827
 CJ0827  STATE/COUNTY-  SC/BERKELEY
 CJ0827  USGS QUAD   -  CAINHOY (1971)
 CJ0827
 CJ0827                         *CURRENT SURVEY CONTROL
 CJ0827  ___________________________________________________________________
 CJ0827* NAD 83(2001)-  32 58 10.11226(N)    079 48 55.56055(W)     ADJUSTED  
 CJ0827* NAVD 88     -        13.5    (meters)      44.     (feet)  VERT ANG  
 CJ0827  ___________________________________________________________________
 CJ0827  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 CJ0827  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0827
 CJ0827  HORZ ORDER  -  THIRD
 CJ0827
 CJ0827.The horizontal coordinates were established by classical geodetic methods
 CJ0827.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 CJ0827
 CJ0827.The orthometric height was determined by vertical angle observations.
 CJ0827
 CJ0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0827
 CJ0827.The geoid height was determined by GEOID03.
 CJ0827
 CJ0827;                    North         East     Units Scale Factor Converg.
 CJ0827;SPC SC       -   126,632.361   720,322.577   MT  0.99986770   +0 39 24.2
 CJ0827;SPC SC       -   415,460.50  2,363,263.05   iFT  0.99986770   +0 39 24.2
 CJ0827;UTM  17      - 3,648,525.803   610,698.597   MT  0.99975109   +0 38 40.9
 CJ0827
 CJ0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0827!SPC SC       -   1.00000310  x   0.99986770  =   0.99987080
 CJ0827!UTM  17      -   1.00000310  x   0.99975109  =   0.99975419
 CJ0827
 CJ0827                          SUPERSEDED SURVEY CONTROL
 CJ0827
 CJ0827  NAD 83(2001)-  32 58 10.11217(N)    079 48 55.55838(W) AD(       ) 2
 CJ0827  NAD 83(1986)-  32 58 10.12313(N)    079 48 55.56169(W) AD(       ) 2
 CJ0827  NAD 27      -  32 58 09.50077(N)    079 48 56.26410(W) AD(       ) 2
 CJ0827  NGVD 29 (07/19/86)   13.8    (m)           45.     (f) VERT ANG       
 CJ0827
 CJ0827.Superseded values are not recommended for survey control.
 CJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0827.See file dsdata.txt to determine how the superseded data were derived.
 CJ0827
 CJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1069948526(NAD 83)
 CJ0827_MARKER: DD = SURVEY DISK
 CJ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0827_SP_SET: CONCRETE POST
 CJ0827_STAMPING: 008 048 1982 AZ MK
 CJ0827_MARK LOGO: SCGS  
 CJ0827_PROJECTION: FLUSH
 CJ0827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0827+STABILITY: SURFACE MOTION
 CJ0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0827+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 CJ0827
 CJ0827  HISTORY     - Date     Condition        Report By
 CJ0827  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0827  HISTORY     - 19930920 GOOD             SCGS
 CJ0827  HISTORY     - 20031105 GOOD             SCGS
 CJ0827
 CJ0827                          STATION DESCRIPTION
 CJ0827
 CJ0827'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ0827'STATION IS LOCATED 11.0 MILES (17.7 KM) NORTH OF MOUNT PLEASANT.
 CJ0827'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CJ0827'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CJ0827'JUNCTION OF STATE HIGHWAYS 41 AND 402 IN HUGER, GO SOUTH ON HIGHWAY
 CJ0827'41 FOR 5.9 MILES (9.5 KM) TO THE JUNCTION OF STATE ROAD 99, CONTINUE
 CJ0827'ON HIGHWAY 41 FOR 2.95 MILES (4.75 KM) TO THE STATION ON THE LEFT,
 CJ0827'0.15 MILE (0.24 KM) NORTH OF AN OFFSET JUNCTION OF FOREST SERVICE
 CJ0827'ROADS 183 AND 188. STATION IS A CONCRETE POST PROJECTING 0.3 FOOT,
 CJ0827'10.75 METERS (35.27 FT) EAST OF THE CENTER OF THE HIGHWAY, 35.5
 CJ0827'METERS (116.5 FT) NORTHWEST OF A 1.2-FOOT PINE TREE, 2.5 METERS
 CJ0827'(8.2 FT) EAST OF A DITCH, 0.3 METER (1.0 FT) NORTHWEST OF A WITNESS
 CJ0827'POST.
 CJ0827
 CJ0827                          STATION RECOVERY (2003)
 CJ0827
 CJ0827'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CJ0827'STATION IS LOCATED 3.15 MILES NORTH OF CAINHOY, 19.35 MILES SOUTHEAST
 CJ0827'OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 CJ0827'BOX 191, COLUMBIA,  SC 29202, PHONE 803-737-1350. TO REACH THE STATION
 CJ0827'FROM THE JUNCTION OF STATE HIGHWAYS 402, 41 AND STATE ROAD 133  (STEED
 CJ0827'CREEK ROAD) IN HUGER, GO SOUTH SOUTHWEST ON HIGHWAY 41 FOR 8.9 MILES
 CJ0827'TO THE  STATION ON THE LEFT NEAR THE TREE LINE, 0.05 MILE NORTH OF THE
 CJ0827'JUNCTION OF FOREST SERVICE  ROAD 183 LEFT AND FOREST SERVICE ROAD 188
 CJ0827'RIGHT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 CJ0827'THE  HIGHWAY, 36.0 FEET EAST OF THE CENTER OF THE HIGHWAY, 13.9 FEET
 CJ0827'SOUTHWEST OF A  1.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 CJ0827'ATTACHED, 3.7 FEET NORTH  NORTHWEST OF A WITNESS POST. NOTE-STATION IS
 CJ0827'NOT INTERVISIBLE WITH SURVEY STATION 008 048. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1915 ***********************************************************************
 DE1915  DESIGNATION -  008 049
 DE1915  PID         -  DE1915
 DE1915  STATE/COUNTY-  SC/BERKELEY
 DE1915  USGS QUAD   -  MONCKS CORNER (1979)
 DE1915
 DE1915                         *CURRENT SURVEY CONTROL
 DE1915  ___________________________________________________________________
 DE1915* NAD 83(2001)-  33 07 33.19348(N)    080 01 07.86734(W)     ADJUSTED  
 DE1915* NAVD 88     -        10.5    (meters)      34.     (feet)  VERTCON   
 DE1915  ___________________________________________________________________
 DE1915  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 DE1915  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DE1915
 DE1915  HORZ ORDER  -  SECOND
 DE1915
 DE1915.The horizontal coordinates were established by classical geodetic methods
 DE1915.and adjusted by the National Geodetic Survey in March 2004..
 DE1915
 DE1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1915
 DE1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1915
 DE1915.The geoid height was determined by GEOID03.
 DE1915
 DE1915;                    North         East     Units Scale Factor Converg.
 DE1915;SPC SC       -   143,776.655   701,144.820   MT  0.99983833   +0 32 38.2
 DE1915;SPC SC       -   471,708.19  2,300,343.90   iFT  0.99983833   +0 32 38.2
 DE1915;UTM  17      - 3,665,671.218   591,526.189   MT  0.99970328   +0 32 10.4
 DE1915
 DE1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1915!SPC SC       -   1.00000348  x   0.99983833  =   0.99984181
 DE1915!UTM  17      -   1.00000348  x   0.99970328  =   0.99970676
 DE1915
 DE1915|---------------------------------------------------------------------|
 DE1915| PID    Reference Object                     Distance      Geod. Az  |
 DE1915|                                                           dddmmss.s |
 DE1915| DE2572 008 049 RM 1                         11.461 METERS 02050     |
 DE1915| DE1916 008 049 AZ MK                       APPROX. 1.1 KM 3585520.9 |
 DE1915|---------------------------------------------------------------------|
 DE1915
 DE1915                          SUPERSEDED SURVEY CONTROL
 DE1915
 DE1915  NAD 83(1986)-  33 07 33.20440(N)    080 01 07.86953(W) AD(       ) 2
 DE1915  NAD 27      -  33 07 32.59335(N)    080 01 08.56892(W) AD(       ) 2
 DE1915  NGVD 29 (07/19/86)   10.8    (m)           35.     (f) VERT ANG       
 DE1915
 DE1915.Superseded values are not recommended for survey control.
 DE1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1915.See file dsdata.txt to determine how the superseded data were derived.
 DE1915
 DE1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9152665671(NAD 83)
 DE1915_MARKER: DD = SURVEY DISK
 DE1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1915_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1915
 DE1915  HISTORY     - Date     Condition        Report By
 DE1915  HISTORY     - 1982     MONUMENTED       SCGS
 DE1915  HISTORY     - 19970624 POOR             USPSQD
 DE1915  HISTORY     - 20031030 MARK NOT FOUND   SCGS
 DE1915
 DE1915                          STATION DESCRIPTION
 DE1915
 DE1915'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1915'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH OF MONCKS CORNER,
 DE1915'ABOUT 3.2 KM (2.0 MI) NORTH OF THE OAKLEY FIRE TOWER, IS ON THE
 DE1915'RIGHT-OF-WAY OF HIGHWAY S-8-791.  FOR INFORMATION CONTACT--  GEORGE
 DE1915'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DE1915'29202, PHONE (803) 758-3414.
 DE1915'
 DE1915'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 17A IN
 DE1915'MONCKS CORNER, GO SOUTH ON U.S. HIGHWAY 52 FOR 2.1 KM (1.3 MI) TO
 DE1915'CROSSROADS, HIGHWAY 52, TURN RIGHT, CONTINUE AHEAD, SOUTH ON HIGHWAY
 DE1915'S-8-791 FOR 4.2 KM (2.6 MI) TO THE BERKELEY COUNTRY CLUB ENTRANCE ON
 DE1915'LEFT, CONTINUE SOUTH ON HIGHWAY S-8-791 FOR 2.9 KM (1.8 MI) TO POINT
 DE1915'ON LEFT.  STATION 0.1 MILE NORTH OF A CHURCH AND CROSSROADS, HIGHWAY
 DE1915'S-8-50.
 DE1915'
 DE1915'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1915'---008 049 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1915'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.0 METERS E FROM
 DE1915'CENTER OF S-8-791, 11.9 METERS SW FROM METAL WITNESS POST NEAR
 DE1915'RM 1, 24.4 METERS SE FROM POWER POLE, AND  4.7 METERS S FROM
 DE1915'FROM APPROXIMATE CENTER OF FIELD ENTRANCE.
 DE1915'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1915'DISK STAMPED---008 049 1982---SET INTO AN IRREGULAR MASS OF
 DE1915'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DE1915'
 DE1915'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1915'DISK STAMPED---008 049 1982 RM 1---SET INTO THE TOP OF A ROUND
 DE1915'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1915'11.3 METERS E FROM CENTER OF S-8-791,  0.67 METERS SW FROM
 DE1915'METAL WITNESS POST, 23.0 METERS SE FROM POWER POLE,  6.1 METERS
 DE1915'N FROM APPROXIMATE CENTER OF FIELD ENTRANCE, AND IS LEVEL WITH
 DE1915'THE STATION.
 DE1915'
 DE1915'AZIMUTH MARK IS A STANDARD SCGS DISK STAMPED---008 049 1982
 DE1915'AZ MK---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 DE1915'DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND LOCATED  7.9 METERS W
 DE1915'FROM CENTER OF S-8-791,  3.4 METERS E FROM METAL WITNESS
 DE1915'POST,  3.4 METERS E FROM POWER POLE, AND 29.0 METERS S FROM
 DE1915'FIELD ENTRANCE.
 DE1915'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH ON S-8-791 FOR 7/10
 DE1915'OF A MILE TO MARK ON LEFT.
 DE1915
 DE1915                          STATION RECOVERY (1997)
 DE1915
 DE1915'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1915'MARK RECOVERED IN POOR CONDITION.
 DE1915
 DE1915                          STATION RECOVERY (2003)
 DE1915
 DE1915'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1915'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1915'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1915'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED TO A CONCRETE
 DE1915'POST WITH DISK MISSING, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3146 ***********************************************************************
 DD3146  DESIGNATION -  008 050
 DD3146  PID         -  DD3146
 DD3146  STATE/COUNTY-  SC/BERKELEY
 DD3146  USGS QUAD   -  HUGER (1971)
 DD3146
 DD3146                         *CURRENT SURVEY CONTROL
 DD3146  ___________________________________________________________________
 DD3146* NAD 83(2001)-  33 04 54.74345(N)    079 49 58.78352(W)     ADJUSTED  
 DD3146* NAVD 88     -         9.6    (meters)      31.     (feet)  VERTCON   
 DD3146  ___________________________________________________________________
 DD3146  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 DD3146  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DD3146
 DD3146  HORZ ORDER  -  SECOND
 DD3146
 DD3146.The horizontal coordinates were established by classical geodetic methods
 DD3146.and adjusted by the National Geodetic Survey in March 2004..
 DD3146
 DD3146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3146
 DD3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3146
 DD3146.The geoid height was determined by GEOID03.
 DD3146
 DD3146;                    North         East     Units Scale Factor Converg.
 DD3146;SPC SC       -   139,076.542   718,540.379   MT  0.99984585   +0 38 49.2
 DD3146;SPC SC       -   456,287.87  2,357,415.94   iFT  0.99984585   +0 38 49.2
 DD3146;UTM  17      - 3,660,968.984   608,918.975   MT  0.99974627   +0 38 13.4
 DD3146
 DD3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3146!SPC SC       -   1.00000369  x   0.99984585  =   0.99984954
 DD3146!UTM  17      -   1.00000369  x   0.99974627  =   0.99974996
 DD3146
 DD3146:                Primary Azimuth Mark                     Grid Az
 DD3146:SPC SC       -  008 050 AZ MK                            057 33 58.0
 DD3146:UTM  17      -  008 050 AZ MK                            057 34 33.8
 DD3146
 DD3146|---------------------------------------------------------------------|
 DD3146| PID    Reference Object                     Distance      Geod. Az  |
 DD3146|                                                           dddmmss.s |
 DD3146| DD1201 008 050 AZ MK                       470.007 METERS 0581247.2 |
 DD3146| DD1199 008 050 RM 1                          7.769 METERS 32017     |
 DD3146|---------------------------------------------------------------------|
 DD3146
 DD3146                          SUPERSEDED SURVEY CONTROL
 DD3146
 DD3146  NAD 83(1986)-  33 04 54.75411(N)    079 49 58.78527(W) AD(       ) 2
 DD3146  NAD 27      -  33 04 54.13867(N)    079 49 59.50027(W) AD(       ) 2
 DD3146  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG       
 DD3146
 DD3146.Superseded values are not recommended for survey control.
 DD3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3146.See file dsdata.txt to determine how the superseded data were derived.
 DD3146
 DD3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0891960969(NAD 83)
 DD3146_MARKER: DD = SURVEY DISK
 DD3146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3146
 DD3146  HISTORY     - Date     Condition        Report By
 DD3146  HISTORY     - 1982     MONUMENTED       SCGS
 DD3146  HISTORY     - 19850611 MARK NOT FOUND   SCGS
 DD3146
 DD3146                          STATION DESCRIPTION
 DD3146
 DD3146'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3146'THE STATION IS LOCATED ABOUT 19 KM EAST-SOUTHEAST OF MONCKS CORNER,
 DD3146'ABOUT 3.2 KM (2.0 MI) WEST OF HUGER, ON THE SOUTHEAST SIDE OF STATE
 DD3146'HIGHWAY 98.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DD3146'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DD3146'(803) 758-3414.
 DD3146'
 DD3146'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 41 AND 402
 DD3146'AND HIGHWAY 98 AT THE SOUTHEAST EDGE OF HUGER, GO SOUTHWEST ON
 DD3146'HIGHWAY 98 FOR 3.2 KM (2.0 MI) TO A FIELD ROAD LEFT AND THE STATION.
 DD3146'
 DD3146'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3146'---008 050 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3146'CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND LOCATED  5.2
 DD3146'METERS W FROM THE CENTER OF HIGHWAY S-8-98, 21.3 METERS E FROM THE
 DD3146'CENTER OF HIGHWAY S-8-98,  7.6 METERS ESE FROM THE WITNESS POST, 23.2
 DD3146'METERS SE FROM THE POWER LINE POLE 7-81/5-35, AND 19.5 METERS SE FROM
 DD3146'THE CENTER DRIVEWAY TO OLD SAWMILL SITE.
 DD3146'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3146'DISK STAMPED---008 050 1982---SET INTO AN IRREGULAR MASS OF
 DD3146'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3146'
 DD3146'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3146'DISK STAMPED---008 050 RM 1 1982---SET INTO THE TOP OF A ROUND
 DD3146'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 6 INCHES ABOVE THE
 DD3146'GROUND LOCATED 13.6 METERS ESE FROM THE CENTER HIGHWAY S-8-98,  0.9
 DD3146'METERS SSW FROM THE WITNESS POST, 18.1 METERS NE FROM THE POWER LINE
 DD3146'POLE 7-81/5-35, 14.6 METERS NE FROM THE CENTER OF DRIVEWAY TO OLD
 DD3146'SAWMILL SITE, AND IS LEVEL WITH THE STATION.
 DD3146'
 DD3146'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3146'STAMPED---008 050 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DD3146'MONUMENT 30 CM IN DIAMETER RECESSED 2 INCHES BELOW THE GROUND LOCATED
 DD3146'20.1 METERS NE FROM THE POWER LINE POLE 6-35,  2.7 METERS ENE FROM
 DD3146'THE FENCE, AND  3.0 METERS NE FROM THE WITNESS POST.
 DD3146'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON HIGHWAY
 DD3146'S-8-98 FOR 0.5 KM (0.3 MI) TO AZIMUTH MARK ON LEFT.
 DD3146
 DD3146                          STATION RECOVERY (1985)
 DD3146
 DD3146'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD3146'NOT RECOVERED, SURFACE MARK FOUND UPROOTED, UNDERGROUND MARK WAS
 DD3146'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1201 ***********************************************************************
 DD1201  DESIGNATION -  008 050 AZ MK
 DD1201  PID         -  DD1201
 DD1201  STATE/COUNTY-  SC/BERKELEY
 DD1201  USGS QUAD   -  HUGER (1971)
 DD1201
 DD1201                         *CURRENT SURVEY CONTROL
 DD1201  ___________________________________________________________________
 DD1201* NAD 83(2001)-  33 05 02.77966(N)    079 49 43.37891(W)     ADJUSTED  
 DD1201* NAVD 88     -         5.372  (meters)      17.62   (feet)  ADJUSTED  
 DD1201  ___________________________________________________________________
 DD1201  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DD1201  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DD1201  DYNAMIC HT  -           5.366 (meters)      17.61  (feet)  COMP
 DD1201  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 DD1201
 DD1201  HORZ ORDER  -  SECOND
 DD1201  VERT ORDER  -  FIRST     CLASS II
 DD1201
 DD1201.The horizontal coordinates were established by classical geodetic methods
 DD1201.and adjusted by the National Geodetic Survey in March 2004..
 DD1201
 DD1201.The orthometric height was determined by differential leveling
 DD1201.and adjusted by the National Geodetic Survey in June 1991..
 DD1201
 DD1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1201
 DD1201.The geoid height was determined by GEOID03.
 DD1201
 DD1201.The dynamic height is computed by dividing the NAVD 88
 DD1201.geopotential number by the normal gravity value computed on the
 DD1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1201.degrees latitude (g = 980.6199 gals.).
 DD1201
 DD1201.The modeled gravity was interpolated from observed gravity values.
 DD1201
 DD1201;                    North         East     Units Scale Factor Converg.
 DD1201;SPC SC       -   139,328.580   718,937.008   MT  0.99984545   +0 38 57.7
 DD1201;SPC SC       -   457,114.76  2,358,717.22   iFT  0.99984545   +0 38 57.7
 DD1201;UTM  17      - 3,661,220.929   609,315.609   MT  0.99974734   +0 38 22.0
 DD1201
 DD1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1201!SPC SC       -   1.00000435  x   0.99984545  =   0.99984980
 DD1201!UTM  17      -   1.00000435  x   0.99974734  =   0.99975169
 DD1201
 DD1201                          SUPERSEDED SURVEY CONTROL
 DD1201
 DD1201  NAD 83(1986)-  33 05 02.79034(N)    079 49 43.38074(W) AD(       ) 2
 DD1201  NAD 27      -  33 05 02.17469(N)    079 49 44.09587(W) AD(       ) 2
 DD1201  NGVD 29 (03/21/89)    5.672  (m)           18.61   (f) ADJUSTED    1 2
 DD1201
 DD1201.Superseded values are not recommended for survey control.
 DD1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1201.See file dsdata.txt to determine how the superseded data were derived.
 DD1201
 DD1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0931661221(NAD 83)
 DD1201_MARKER: DD = SURVEY DISK
 DD1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1201_SP_SET: CONCRETE POST
 DD1201_STAMPING: AZ MK 008 050 1982
 DD1201_MARK LOGO: SCGS  
 DD1201_PROJECTION: RECESSED 8 CENTIMETERS
 DD1201_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1201+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 DD1201
 DD1201  HISTORY     - Date     Condition        Report By
 DD1201  HISTORY     - 1981     MONUMENTED       SCGS
 DD1201  HISTORY     - 1984     GOOD             SCGS
 DD1201  HISTORY     - 20040105 GOOD             SCGS
 DD1201
 DD1201                          STATION DESCRIPTION
 DD1201
 DD1201'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1201'2.7 KM (1.7 MI) SW FROM HUGER.
 DD1201'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG COUNTY ROAD S-8-133 FROM THE
 DD1201'POST OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG
 DD1201'STATE HIGHWAY 41, THENCE 2.7 KILOMETERS (1.7 MILES) SOUTHWEST ALONG
 DD1201'COUNTY ROAD S-8-98, SET NEAR A BLAZED 12-INCH PINE TREE, 5.06 METERS
 DD1201'(16.6 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 DD1201'2.44 METERS (8.0 FEET) SOUTH-SOUTHEAST OF A WIRE FENCE, 6.25 METERS
 DD1201'(20.5 FEET) EAST-SOUTHEAST OF THE BLAZED PINE TREE.
 DD1201'THE MARK IS 2.80 METERS  SE FROM A WITNESS POST.
 DD1201'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DD1201
 DD1201                          STATION RECOVERY (2004)
 DD1201
 DD1201'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD1201'STATION IS LOCATED 2.0 MILES SOUTHWEST OF HUGER, 13.15 MILES SOUTHEAST
 DD1201'OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DD1201'BOX 191, COLUMBIA, SC 29202,  PHONE 803-737-1350. TO REACH THE STATION
 DD1201'FROM THE JUNCTION OF STATE HIGHWAYS 402, 41 AND STATE ROAD 133  (STEED
 DD1201'CREEK ROAD) IN HUGER, GO SOUTH SOUTHWEST ON HIGHWAY 41 FOR 0.15 MILE
 DD1201'TO THE  JUNCTION OF STATE ROAD 98 (CAINHOY ROAD), TURN RIGHT ON ROAD
 DD1201'98 FOR 1.65 MILES TO THE  STATION ON THE RIGHT IN THE SHOULDER OF THE
 DD1201'ROAD. STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND 0.5 FOOT BELOW
 DD1201'THE ROAD, 15.5 FEET  NORTH NORTHWEST OF THE CENTER OF THE ROAD, 10.5
 DD1201'FEET SOUTH OF A 1.0-FOOT PINE  TREE, 9.8 FEET SOUTH SOUTHEAST OF A
 DD1201'WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008
 DD1201'050. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1199 ***********************************************************************
 DD1199  DESIGNATION -  008 050 RM 1
 DD1199  PID         -  DD1199
 DD1199  STATE/COUNTY-  SC/BERKELEY
 DD1199  USGS QUAD   -  HUGER (1971)
 DD1199
 DD1199                         *CURRENT SURVEY CONTROL
 DD1199  ___________________________________________________________________
 DD1199* NAD 83(1986)-  33 04 55.     (N)    079 49 59.     (W)     SCALED    
 DD1199* NAVD 88     -         9.298  (meters)      30.51   (feet)  ADJUSTED  
 DD1199  ___________________________________________________________________
 DD1199  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DD1199  DYNAMIC HT  -           9.288 (meters)      30.47  (feet)  COMP
 DD1199  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 DD1199
 DD1199  VERT ORDER  -  FIRST     CLASS II
 DD1199
 DD1199.The horizontal coordinates were scaled from a topographic map and have
 DD1199.an estimated accuracy of +/- 6 seconds.
 DD1199
 DD1199.The orthometric height was determined by differential leveling
 DD1199.and adjusted by the National Geodetic Survey in June 1991..
 DD1199
 DD1199.The geoid height was determined by GEOID03.
 DD1199
 DD1199.The dynamic height is computed by dividing the NAVD 88
 DD1199.geopotential number by the normal gravity value computed on the
 DD1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1199.degrees latitude (g = 980.6199 gals.).
 DD1199
 DD1199.The modeled gravity was interpolated from observed gravity values.
 DD1199
 DD1199;                    North         East    Units  Estimated Accuracy
 DD1199;SPC SC       -   139,080.      718,540.      MT  (+/- 180 meters Scaled)
 DD1199
 DD1199                          SUPERSEDED SURVEY CONTROL
 DD1199
 DD1199  NGVD 29 (03/21/89)    9.598  (m)           31.49   (f) ADJUSTED    1 2
 DD1199
 DD1199.Superseded values are not recommended for survey control.
 DD1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1199.See file dsdata.txt to determine how the superseded data were derived.
 DD1199
 DD1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS089609(NAD 83)
 DD1199_MARKER: DD = SURVEY DISK
 DD1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1199_SP_SET: CONCRETE POST
 DD1199_STAMPING: RM 1 008 050 1982
 DD1199_MARK LOGO: SCGS  
 DD1199_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1199
 DD1199  HISTORY     - Date     Condition        Report By
 DD1199  HISTORY     - 1982     MONUMENTED       SCGS
 DD1199  HISTORY     - 1984     GOOD             SCGS
 DD1199
 DD1199                          STATION DESCRIPTION
 DD1199
 DD1199'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1199'3.7 KM (2.3 MI) SW FROM HUGER.
 DD1199'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG COUNTY ROAD S-8-133 FROM THE
 DD1199'POST OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG
 DD1199'STATE HIGHWAY 41, THENCE 3.2 KILOMETERS (2.0 MILES) SOUTHWEST ALONG
 DD1199'COUNTY ROAD S-8-98, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 DD1199'A FIELD ACCESS ROAD, 13.59 METERS (44.6 FEET) SOUTH-SOUTHEAST OF THE
 DD1199'CENTERLINE OF THE COUNTY ROAD, 10.36 METERS (34.0 FEET) EAST-NORTHEAST
 DD1199'OF THE APPROXIMATE CENTER OF THE FIELD ACCESS ROAD, 18.2 METERS (59.7
 DD1199'FEET) EAST OF A POWER POLE.
 DD1199'THE MARK IS 1.00 METERS  WSW FROM A WITNESS POST.
 DD1199'THE MARK IS 1.00 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0825 ***********************************************************************
 CJ0825  DESIGNATION -  008 051
 CJ0825  PID         -  CJ0825
 CJ0825  STATE/COUNTY-  SC/BERKELEY
 CJ0825  USGS QUAD   -  CAINHOY (1971)
 CJ0825
 CJ0825                         *CURRENT SURVEY CONTROL
 CJ0825  ___________________________________________________________________
 CJ0825* NAD 83(2001)-  32 58 06.47966(N)    079 46 52.04801(W)     ADJUSTED  
 CJ0825* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 CJ0825  ___________________________________________________________________
 CJ0825  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 CJ0825  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 CJ0825
 CJ0825  HORZ ORDER  -  SECOND
 CJ0825
 CJ0825.The horizontal coordinates were established by classical geodetic methods
 CJ0825.and adjusted by the National Geodetic Survey in March 2004..
 CJ0825
 CJ0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0825
 CJ0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0825
 CJ0825.The geoid height was determined by GEOID03.
 CJ0825
 CJ0825;                    North         East     Units Scale Factor Converg.
 CJ0825;SPC SC       -   126,557.765   723,530.649   MT  0.99986791   +0 40 32.7
 CJ0825;SPC SC       -   415,215.76  2,373,788.22   iFT  0.99986791   +0 40 32.7
 CJ0825;UTM  17      - 3,648,450.532   613,906.293   MT  0.99975998   +0 39 48.1
 CJ0825
 CJ0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0825!SPC SC       -   1.00000380  x   0.99986791  =   0.99987171
 CJ0825!UTM  17      -   1.00000380  x   0.99975998  =   0.99976378
 CJ0825
 CJ0825:                Primary Azimuth Mark                     Grid Az
 CJ0825:SPC SC       -  008 051 AZ MK                            045 48 07.2
 CJ0825:UTM  17      -  008 051 AZ MK                            045 48 51.8
 CJ0825
 CJ0825|---------------------------------------------------------------------|
 CJ0825| PID    Reference Object                     Distance      Geod. Az  |
 CJ0825|                                                           dddmmss.s |
 CJ0825| CJ0824 008 051 AZ MK                       APPROX. 0.6 KM 0462839.9 |
 CJ0825| CJ1063 008 051 RM 1                         12.608 METERS 33311     |
 CJ0825|---------------------------------------------------------------------|
 CJ0825
 CJ0825                          SUPERSEDED SURVEY CONTROL
 CJ0825
 CJ0825  NAD 83(1986)-  32 58 06.49159(N)    079 46 52.05056(W) AD(       ) 2
 CJ0825  NAD 27      -  32 58 05.87226(N)    079 46 52.76209(W) AD(       ) 2
 CJ0825  NGVD 29 (07/19/86)    9.4    (m)           31.     (f) VERT ANG       
 CJ0825
 CJ0825.Superseded values are not recommended for survey control.
 CJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0825.See file dsdata.txt to determine how the superseded data were derived.
 CJ0825
 CJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1390648451(NAD 83)
 CJ0825_MARKER: DD = SURVEY DISK
 CJ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CJ0825_STAMPING: HORZ 008 051 1982
 CJ0825_MARK LOGO: SCGS  
 CJ0825_PROJECTION: RECESSED 5 CENTIMETERS
 CJ0825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0825+STABILITY: SURFACE MOTION
 CJ0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0825+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 CJ0825
 CJ0825  HISTORY     - Date     Condition        Report By
 CJ0825  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0825  HISTORY     - 20031106 GOOD             SCGS
 CJ0825
 CJ0825                          STATION DESCRIPTION
 CJ0825
 CJ0825'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CJ0825'THE STATION IS LOCATED ABOUT 19.2 KM (12.0 MI) NORTH-NORTHEAST OF MT.
 CJ0825'PLEASANT, ABOUT 4.0 KM (2.5 MI) NORTHEAST OF THE JUNCTION OF BRIDGE
 CJ0825'OVER THE WANDO RIVER AND STATE HIGHWAY 402, STATION IS JUST EAST OF
 CJ0825'HIGHWAY 100 IN A CLEAR STRIP ALONG ROAD, ABOUT 4.8 KM (3.0 MI)
 CJ0825'NORTHEAST OF WANDO.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 CJ0825'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 CJ0825'(803) 758-3414.
 CJ0825'
 CJ0825'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 41 AND
 CJ0825'HIGHWAY S-8-100 AT THE NORTH EDGE OF WANDO, GO NORTHEASTERLY ON
 CJ0825'HIGHWAY S-8-100 FOR 4.8 KM (3.0 MI) TO A FIELD ENTRANCE OVER A SMALL
 CJ0825'CONCRETE CULVERT AND THE STATION ON RIGHT.
 CJ0825'
 CJ0825'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CJ0825'---008 051 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CJ0825'CM IN DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND LOCATED 27.3
 CJ0825'METERS SE FROM THE CENTER OF HIGHWAY S-8-100, 12.3 METERS SE FROM THE
 CJ0825'WITNESS POST, 11.9 METERS NW FROM THE EDGE OF WOODS, AND 21.6 METERS
 CJ0825'SE FROM THE CENTER OF CENTER OF FIELD ROAD.
 CJ0825'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0825'DISK STAMPED---008 051 1982---SET INTO AN IRREGULAR MASS OF
 CJ0825'CONCRETE 1.2 METERS BELOW THE SURFACE.
 CJ0825'
 CJ0825'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0825'DISK STAMPED---008 051 RM 1 1982---SET INTO THE TOP OF A ROUND
 CJ0825'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE
 CJ0825'GROUND LOCATED 14.9 METERS SE FROM THE CENTER OF HIGHWAY S-8-100,
 CJ0825'24.7 METERS NW FROM THE EDGE OF WOODS,  0.7 METERS NE FROM THE
 CJ0825'WITNESS POST,  8.5 METERS SW FROM THE CENTER OF FIELD DRIVE 12.2
 CJ0825'METERS NE OF THE NE END OF CONCRETE CULVERT AND IS
 CJ0825'LEVEL WITH THE STATION.
 CJ0825'
 CJ0825'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 CJ0825'STAMPED---008 051 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 CJ0825'MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.
 CJ0825'LOCATED 11.6 METERS NW FROM THE CENTER OF HIGHWAY S-8-100,  5.8
 CJ0825'METERS SW FROM THE 24 INCH OAK TREE,  1.4 METERS SSE FROM THE WITNESS
 CJ0825'POST, AND  4.9 METERS ESE FROM THE 20 INCH PINE TREE.
 CJ0825'TO REACH THE AZIMUTH MARK FROM TO THE AZIMUTH MARK FROM THE STATION,
 CJ0825'GO NORTHEAST ON HIGHWAY S-8-100 FOR 0.6 KM (0.4 MI) TO MARK ON LEFT.
 CJ0825
 CJ0825                          STATION RECOVERY (2003)
 CJ0825
 CJ0825'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CJ0825'STATION IS LOCATED 3.95 MILES NORTHEAST OF CAINHOY, 20.65 MILES
 CJ0825'SOUTHEAST OF MONCKS  CORNER. OWNERSHIP--FRANCIS MARION NATIONAL
 CJ0825'FOREST, USDA FOREST SERVICE, 4931  BROAD RIVER ROAD, COLUMBIA, SC
 CJ0825'29212-3530, PHONE 803 561-4000. TO REACH THE STATION FROM THE JUNCTION
 CJ0825'OF U.S. HIGHWAY 17 AND STATE HIGHWAY 41,  6.25 MILES NORTHEAST OF
 CJ0825'MOUNT PLEASANT, GO NORTH NORTHEAST ON HIGHWAY 41 FOR 5.85  MILES TO
 CJ0825'THE JUNCTION OF STATE ROAD 100 (HALFWAY CREEK ROAD) RIGHT AND
 CJ0825'REFLECTANCE  DRIVE LEFT, TURN RIGHT ON ROAD 100 FOR 3.0 MILES TO THE
 CJ0825'STATION ON THE RIGHT NEAR A DIM  FIELD ACCESS ROAD RIGHT. STATION IS A
 CJ0825'CONCRETE POST RECESSED 0.2 FOOT, 43.3 FEET SOUTH SOUTHEAST OF SURVEY
 CJ0825'STATION 008 051 RM 1, 94.0 FEET SOUTH SOUTHEAST OF THE CENTER OF THE
 CJ0825'ROAD, 15.0 FEET WEST  SOUTHWEST OF THE CENTER OF THE DIM FIELD ROAD,
 CJ0825'13.0 FEET NORTHWEST OF A 1.3-FOOT PINE  TREE WITH A SCGS REFERENCE
 CJ0825'WASHER ATTACHED, 2.0 FEET NORTHEAST OF A WITNESS POST. NOTE-STATION IS
 CJ0825'NOT INTERVISIBLE WITH SURVEY STATION 008 051 AZ MK. RECOVERED BY T.
 CJ0825'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0824 ***********************************************************************
 CJ0824  DESIGNATION -  008 051 AZ MK
 CJ0824  PID         -  CJ0824
 CJ0824  STATE/COUNTY-  SC/BERKELEY
 CJ0824  USGS QUAD   -  CAINHOY (1971)
 CJ0824
 CJ0824                         *CURRENT SURVEY CONTROL
 CJ0824  ___________________________________________________________________
 CJ0824* NAD 83(2001)-  32 58 19.81656(N)    079 46 35.38729(W)     ADJUSTED  
 CJ0824* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 CJ0824  ___________________________________________________________________
 CJ0824  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CJ0824  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 CJ0824
 CJ0824  HORZ ORDER  -  SECOND
 CJ0824
 CJ0824.The horizontal coordinates were established by classical geodetic methods
 CJ0824.and adjusted by the National Geodetic Survey in March 2004..
 CJ0824
 CJ0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0824
 CJ0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0824
 CJ0824.The geoid height was determined by GEOID03.
 CJ0824
 CJ0824;                    North         East     Units Scale Factor Converg.
 CJ0824;SPC SC       -   126,973.658   723,958.351   MT  0.99986713   +0 40 41.9
 CJ0824;SPC SC       -   416,580.24  2,375,191.44   iFT  0.99986713   +0 40 41.9
 CJ0824;UTM  17      - 3,648,866.289   614,334.040   MT  0.99976118   +0 39 57.4
 CJ0824
 CJ0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0824!SPC SC       -   1.00000399  x   0.99986713  =   0.99987112
 CJ0824!UTM  17      -   1.00000399  x   0.99976118  =   0.99976517
 CJ0824
 CJ0824                          SUPERSEDED SURVEY CONTROL
 CJ0824
 CJ0824  NAD 83(1986)-  32 58 19.82854(N)    079 46 35.38991(W) AD(       ) 2
 CJ0824  NAD 27      -  32 58 19.20915(N)    079 46 36.10144(W) AD(       ) 2
 CJ0824  NGVD 29 (07/19/86)    8.2    (m)           27.     (f) VERT ANG       
 CJ0824
 CJ0824.Superseded values are not recommended for survey control.
 CJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0824.See file dsdata.txt to determine how the superseded data were derived.
 CJ0824
 CJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1433448866(NAD 83)
 CJ0824_MARKER: DD = SURVEY DISK
 CJ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0824_SP_SET: CONCRETE POST
 CJ0824_STAMPING: 008 051 AZ MK 1982
 CJ0824_MARK LOGO: SCGS  
 CJ0824_PROJECTION: RECESSED 3 CENTIMETERS
 CJ0824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0824+STABILITY: SURFACE MOTION
 CJ0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0824+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 CJ0824
 CJ0824  HISTORY     - Date     Condition        Report By
 CJ0824  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0824  HISTORY     - 19930920 GOOD             SCGS
 CJ0824  HISTORY     - 20031106 GOOD             SCGS
 CJ0824
 CJ0824                          STATION DESCRIPTION
 CJ0824
 CJ0824'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ0824'STATION IS LOCATED 12.0 MILES (19.3 KM) NORTH NORTHEAST OF MOUNT
 CJ0824'PLEASANT, 2.5 MILES (4.0 KM) NORTHEAST OF WANDO. OWNERSHIP--SCDOT,
 CJ0824'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0824'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CJ0824'41 AND STATE ROAD 100 IN WANDO, GO NORTHEAST ON ROAD 100 FOR 3.0
 CJ0824'MILES (4.8 KM) TO A FIELD ENTRANCE OVER A SMALL CONCRETE CULVERT,
 CJ0824'CONTINUE ON ROAD 100 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE
 CJ0824'LEFT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 11.6 METERS
 CJ0824'(38.1 FT) NORTHWEST OF THE CENTER OF THE ROAD, 5.8 METERS (19.0 FT)
 CJ0824'SOUTHWEST OF A 2.0-FOOT OAK TREE, 1.4 METERS (4.6 FT) SOUTH SOUTHEAST
 CJ0824'OF A WITNESS POST, 4.9 METERS (16.1 FT) EAST SOUTHEAST OF A 1.6-FOOT
 CJ0824'PINE TREE.
 CJ0824
 CJ0824                          STATION RECOVERY (2003)
 CJ0824
 CJ0824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CJ0824'STATION IS LOCATED 4.35 MILES NORTHEAST OF CAINHOY, 20.6 MILES
 CJ0824'SOUTHEAST OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 CJ0824'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 CJ0824'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CJ0824'17 AND STATE HIGHWAY 41,  6.25 MILES NORTHEAST OF MOUNT PLEASANT, GO
 CJ0824'NORTH NORTHEAST ON HIGHWAY 41 FOR 5.85  MILES TO THE JUNCTION OF STATE
 CJ0824'ROAD 100 (HALFWAY CREEK ROAD) RIGHT AND REFLECTANCE  DRIVE LEFT, TURN
 CJ0824'RIGHT ON ROAD 100 FOR 3.4 MILES TO THE STATION ON THE LEFT NEAR A
 CJ0824'NATIONAL FOREST PROPERTY BOUNDARY SIGN POST. STATION IS A CONCRETE
 CJ0824'POST RECESSED 0.1 FOOT AND 0.5 FOOT ABOVE THE ROAD, 39.0 FEET  NORTH
 CJ0824'NORTHWEST OF THE CENTER OF THE ROAD, 19.0 FEET WEST SOUTHWEST OF A
 CJ0824'1.5-FOOT  OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 8.4 FEET
 CJ0824'WEST NORTHWEST OF A METAL  POST WITH A NATIONAL FORESTRY PROPERTY
 CJ0824'BOUNDARY SIGN ATTACHED, 4.6 FEET SOUTHWEST OF  A WITNESS POST.
 CJ0824'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 051.
 CJ0824'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1440 ***********************************************************************
 DE1440  DESIGNATION -  008 052
 DE1440  PID         -  DE1440
 DE1440  STATE/COUNTY-  SC/BERKELEY
 DE1440  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1440
 DE1440                         *CURRENT SURVEY CONTROL
 DE1440  ___________________________________________________________________
 DE1440* NAD 83(2001)-  33 02 27.69077(N)    080 01 59.30069(W)     ADJUSTED  
 DE1440* NAVD 88     -        12.647  (meters)      41.49   (feet)  ADJUSTED  
 DE1440  ___________________________________________________________________
 DE1440  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 DE1440  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DE1440  DYNAMIC HT  -          12.633 (meters)      41.45  (feet)  COMP
 DE1440  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DE1440
 DE1440  HORZ ORDER  -  SECOND
 DE1440  VERT ORDER  -  FIRST     CLASS II
 DE1440
 DE1440.The horizontal coordinates were established by classical geodetic methods
 DE1440.and adjusted by the National Geodetic Survey in March 2004..
 DE1440
 DE1440.The orthometric height was determined by differential leveling
 DE1440.and adjusted by the National Geodetic Survey in June 1991..
 DE1440
 DE1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1440
 DE1440.The geoid height was determined by GEOID03.
 DE1440
 DE1440.The dynamic height is computed by dividing the NAVD 88
 DE1440.geopotential number by the normal gravity value computed on the
 DE1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1440.degrees latitude (g = 980.6199 gals.).
 DE1440
 DE1440.The modeled gravity was interpolated from observed gravity values.
 DE1440
 DE1440;                    North         East     Units Scale Factor Converg.
 DE1440;SPC SC       -   134,354.271   699,899.860   MT  0.99985335   +0 32 09.7
 DE1440;SPC SC       -   440,794.85  2,296,259.38   iFT  0.99985335   +0 32 09.7
 DE1440;UTM  17      - 3,656,250.369   590,280.047   MT  0.99970049   +0 31 37.9
 DE1440
 DE1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1440!SPC SC       -   1.00000315  x   0.99985335  =   0.99985650
 DE1440!UTM  17      -   1.00000315  x   0.99970049  =   0.99970364
 DE1440
 DE1440|---------------------------------------------------------------------|
 DE1440| PID    Reference Object                     Distance      Geod. Az  |
 DE1440|                                                           dddmmss.s |
 DE1440| DE2573 008 052 RM 1                         12.542 METERS 18713     |
 DE1440| DE1923 008 052 AZ MK                       APPROX. 1.3 KM 3563934.2 |
 DE1440|---------------------------------------------------------------------|
 DE1440
 DE1440                          SUPERSEDED SURVEY CONTROL
 DE1440
 DE1440  NAD 83(1986)-  33 02 27.70163(N)    080 01 59.30349(W) AD(       ) 2
 DE1440  NAD 27      -  33 02 27.08380(N)    080 02 00.00012(W) AD(       ) 2
 DE1440  NGVD 29 (03/21/89)   12.944  (m)           42.47   (f) ADJUSTED    1 2
 DE1440
 DE1440.Superseded values are not recommended for survey control.
 DE1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1440.See file dsdata.txt to determine how the superseded data were derived.
 DE1440
 DE1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9028056250(NAD 83)
 DE1440_MARKER: DD = SURVEY DISK
 DE1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1440_SP_SET: CONCRETE POST
 DE1440_STAMPING: HORZ 008 052 1982
 DE1440_MARK LOGO: SCGS  
 DE1440_PROJECTION: FLUSH
 DE1440_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1440
 DE1440  HISTORY     - Date     Condition        Report By
 DE1440  HISTORY     - 1982     MONUMENTED       SCGS
 DE1440  HISTORY     - 1983     GOOD             SCGS
 DE1440  HISTORY     - 19910507 MARK NOT FOUND   SCGS
 DE1440  HISTORY     - 19970624 MARK NOT FOUND   USPSQD
 DE1440  HISTORY     - 20031103 MARK NOT FOUND   SCGS
 DE1440
 DE1440                          STATION DESCRIPTION
 DE1440
 DE1440'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1440'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF GOOSE CREEK, ON
 DE1440'THE RIGHT-OF-WAY OF U.S. HIGHWAY 52.  FOR INFORMATION CONTACT--
 DE1440'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DE1440'S.C.  29202, PHONE (803) 758-3414.
 DE1440'
 DE1440'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 176,
 DE1440'GO NORTH ON U.S. HIGHWAY 52 FOR 6.0 KM (3.2 MI) TO THE STATION ON
 DE1440'RIGHT.
 DE1440'
 DE1440'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1440'---008 052 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1440'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.3 METERS ESE FROM
 DE1440'FROM CENTER OF NORTH BOUND LANE OF U.S. 52, 13.9 METERS WNW FROM
 DE1440'WEST RAIL OF RAIL ROAD TRACKS, AND 14.7 METERS S FROM TELEPHONE
 DE1440'BOX.
 DE1440'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1440'DISK STAMPED---008 052 1982---SET INTO AN IRREGULAR MASS OF
 DE1440'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1440'
 DE1440'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1440'DISK STAMPED---008 052 RM 1 1982---SET INTO THE TOP OF A ROUND
 DE1440'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1440'10.3 METERS ESE FROM CENTER OF CENTER OF NORTH BOUND LANE OF
 DE1440'U.S. 52, 13.6 METERS WNW FROM WEST RAIL OF RAIL ROAD TRACKS,
 DE1440'13.4 METERS S FROM TELEPHONE JUNCTION BOX, AND 1 FOOT LOWER
 DE1440'THAN THE STATION.
 DE1440'
 DE1440'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1440'STAMPED---008 052 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1440'MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND
 DE1440'LOCATED 16.3 METERS E FROM CENTER OF NORTH BOUND LANE OF U.S.
 DE1440'52, 16.7 METERS N FROM TELEPHONE JUNCTION BOX, AND 27.2 METERS
 DE1440'SSW FROM POWER POLE.
 DE1440'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHERLY ON U.S. 52 FOR
 DE1440'1.3 KM (0.8 MI) TO MARK ON RIGHT.
 DE1440
 DE1440                          STATION RECOVERY (1983)
 DE1440
 DE1440'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1440'1.35 KM (0.85 MI) NORTH FROM MOUNT HOLLY.
 DE1440'THE MARK IS 0.30 M BELOW HIGHWAY.
 DE1440'1.85 KILOMETERS (1.15 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29
 DE1440'(REDBANK ROAD) FROM THE POST OFFICE IN GOOSE CREEK, THENCE 5.3
 DE1440'KILOMETERS (3.3 MILES) NORTH ALONG U.S. HIGHWAY 52, SET NEAR A
 DE1440'TELEPHONE JUNCTION BOX, 0.3 KILOMETER (0.2 MILE) NORTH OF THE ENTRANCE
 DE1440'TO THE ALUMAX OF SOUTH CAROLINA PLANT, 13.9 METERS (45.8 FEET)
 DE1440'WEST-NORTHWEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 14.7 METERS
 DE1440'(48.3 FEET) SOUTH OF THE TELEPHONE JUNCTION BOX, 10.3 METERS (33.9
 DE1440'FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 DE1440'HIGHWAY 52.
 DE1440
 DE1440                          STATION RECOVERY (1991)
 DE1440
 DE1440'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DE1440'NOT RECOVERED, DESCRIPTION WAS NOT HELPFUL IN LOCATING THE STATION.
 DE1440'RECOVERY BY J.R. WERNER.
 DE1440
 DE1440                          STATION RECOVERY (1997)
 DE1440
 DE1440'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1440'MARK NOT FOUND.
 DE1440
 DE1440                          STATION RECOVERY (2003)
 DE1440
 DE1440'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1440'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1440'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1440'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED TO A CONCRETE
 DE1440'POST WITH STEM HOLE FOUND BUT DISK REMOVED,  PRESUMED DESTROYED.
 DE1440'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1923 ***********************************************************************
 DE1923  DESIGNATION -  008 052 AZ MK
 DE1923  PID         -  DE1923
 DE1923  STATE/COUNTY-  SC/BERKELEY
 DE1923  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1923
 DE1923                         *CURRENT SURVEY CONTROL
 DE1923  ___________________________________________________________________
 DE1923* NAD 83(2001)-  33 03 10.68117(N)    080 02 02.28038(W)     ADJUSTED  
 DE1923* NAVD 88     -         7.1    (meters)      23.     (feet)  VERTCON   
 DE1923  ___________________________________________________________________
 DE1923  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DE1923  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DE1923
 DE1923  HORZ ORDER  -  SECOND
 DE1923
 DE1923.The horizontal coordinates were established by classical geodetic methods
 DE1923.and adjusted by the National Geodetic Survey in March 2004..
 DE1923
 DE1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1923
 DE1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1923
 DE1923.The geoid height was determined by GEOID03.
 DE1923
 DE1923;                    North         East     Units Scale Factor Converg.
 DE1923;SPC SC       -   135,677.701   699,810.182   MT  0.99985111   +0 32 08.0
 DE1923;SPC SC       -   445,136.81  2,295,965.16   iFT  0.99985111   +0 32 08.0
 DE1923;UTM  17      - 3,657,573.612   590,190.584   MT  0.99970029   +0 31 36.9
 DE1923
 DE1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1923!SPC SC       -   1.00000402  x   0.99985111  =   0.99985513
 DE1923!UTM  17      -   1.00000402  x   0.99970029  =   0.99970431
 DE1923
 DE1923                          SUPERSEDED SURVEY CONTROL
 DE1923
 DE1923  NAD 83(1986)-  33 03 10.69192(N)    080 02 02.28313(W) AD(       ) 2
 DE1923  NAD 27      -  33 03 10.07516(N)    080 02 02.98043(W) AD(       ) 2
 DE1923  NGVD 29 (07/19/86)    7.4    (m)           24.     (f) VERT ANG       
 DE1923
 DE1923.Superseded values are not recommended for survey control.
 DE1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1923.See file dsdata.txt to determine how the superseded data were derived.
 DE1923
 DE1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9019157574(NAD 83)
 DE1923_MARKER: DD = SURVEY DISK
 DE1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE1923_STAMPING: 008 052 AZ MK 1982
 DE1923_MARK LOGO: SCGS  
 DE1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1923+STABILITY: SURFACE MOTION
 DE1923
 DE1923  HISTORY     - Date     Condition        Report By
 DE1923  HISTORY     - 1982     MONUMENTED       SCGS
 DE1923  HISTORY     - 19850920 MARK NOT FOUND   SCGS
 DE1923  HISTORY     - 19910507 MARK NOT FOUND   SCGS
 DE1923  HISTORY     - 19930920 GOOD             SCGS
 DE1923  HISTORY     - 19970624 MARK NOT FOUND   USPSQD
 DE1923  HISTORY     - 20031103 MARK NOT FOUND   SCGS
 DE1923
 DE1923                          STATION DESCRIPTION
 DE1923
 DE1923'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1923'NOT RECOVERED.
 DE1923
 DE1923                          STATION RECOVERY (1991)
 DE1923
 DE1923'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DE1923'NOT RECOVERED, PRESUMED DESTROYED, MEASUREMENTS LEAD TO A BROKEN
 DE1923'CONCRETE POST.
 DE1923'RECOVERY BY J.R. WERNER.
 DE1923
 DE1923                          STATION RECOVERY (1993)
 DE1923
 DE1923'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1923'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH OF GOOSE CREEK.
 DE1923'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1923'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1923'JUNCTION OF U.S. HIGHWAYS 52 AND 176 IN GOOSE CREEK, GO NORTH ON
 DE1923'HIGHWAY 52 FOR 4.0 MILES (6.4 KM) TO THE STATION ON THE RIGHT.
 DE1923'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT, 16.3 METERS
 DE1923'(53.5 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DE1923'16.7 METERS (54.8 FT) NORTH OF A TELEPHONE JUNCTION BOX, 27.2 METERS
 DE1923'(89.2 FT) SOUTH SOUTHWEST OF A POWER POLE.
 DE1923
 DE1923                          STATION RECOVERY (1997)
 DE1923
 DE1923'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1923'MARK NOT FOUND.
 DE1923
 DE1923                          STATION RECOVERY (2003)
 DE1923
 DE1923'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1923'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1923'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1923'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED TO A CONCRETE
 DE1923'POST WITH STEM HOLE FOUND BUT DISK REMOVED,  PRESUMED DESTROYED.
 DE1923'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1321 ***********************************************************************
 DD1321  HT_MOD      -  This is a Height Modernization Survey Station.
 DD1321  DESIGNATION -  008 053
 DD1321  PID         -  DD1321
 DD1321  STATE/COUNTY-  SC/BERKELEY
 DD1321  USGS QUAD   -  KITTREDGE (1979)
 DD1321
 DD1321                         *CURRENT SURVEY CONTROL
 DD1321  ___________________________________________________________________
 DD1321* NAD 83(2001)-  33 05 34.85880(N)    079 57 26.11696(W)     ADJUSTED  
 DD1321* NAVD 88     -         1.73   (meters)       5.7    (feet)  GPS OBS   
 DD1321  ___________________________________________________________________
 DD1321  X           -     932,742.990 (meters)                     COMP
 DD1321  Y           -  -5,266,868.175 (meters)                     COMP
 DD1321  Z           -   3,462,588.830 (meters)                     COMP
 DD1321  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DD1321  ELLIP HEIGHT-         -31.09  (meters)          (10/01/04) GPS OBS
 DD1321  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DD1321  DYNAMIC HT  -           1.72  (meters)       5.6   (feet)  COMP
 DD1321  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 DD1321
 DD1321  HORZ ORDER  -  FIRST
 DD1321  VERT ORDER  -  FIRST     CLASS II (See Below)
 DD1321  ELLP ORDER  -  FOURTH    CLASS I
 DD1321
 DD1321.The horizontal coordinates were established by GPS observations
 DD1321.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1321
 DD1321.The orthometric height was determined by GPS observations and a
 DD1321.high-resolution geoid model using precise GPS observation and
 DD1321.processing techniques. It supersedes the leveled height previously
 DD1321.determined for this station.
 DD1321.The vertical order pertains to the first NAVD 88 superseded value.
 DD1321
 DD1321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1321
 DD1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1321
 DD1321.The ellipsoidal height was determined by GPS observations
 DD1321.and is referenced to NAD 83.
 DD1321
 DD1321.The geoid height was determined by GEOID03.
 DD1321
 DD1321.The dynamic height is computed by dividing the NAVD 88
 DD1321.geopotential number by the normal gravity value computed on the
 DD1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1321.degrees latitude (g = 980.6199 gals.).
 DD1321
 DD1321.The modeled gravity was interpolated from observed gravity values.
 DD1321
 DD1321;                    North         East     Units Scale Factor Converg.
 DD1321;SPC SC       -   140,188.119   706,928.671   MT  0.99984389   +0 34 41.2
 DD1321;SPC SC       -   459,934.77  2,319,319.79   iFT  0.99984389   +0 34 41.2
 DD1321;UTM  17      - 3,662,082.323   597,308.767   MT  0.99971675   +0 34 09.8
 DD1321
 DD1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1321!SPC SC       -   1.00000488  x   0.99984389  =   0.99984877
 DD1321!UTM  17      -   1.00000488  x   0.99971675  =   0.99972163
 DD1321
 DD1321|---------------------------------------------------------------------|
 DD1321| PID    Reference Object                     Distance      Geod. Az  |
 DD1321|                                                           dddmmss.s |
 DD1321| DD1322 008 053 RM 1                          7.528 METERS 19723     |
 DD1321| DD1320 008 053 RM 2                        266.528 METERS 25909     |
 DD1321|---------------------------------------------------------------------|
 DD1321
 DD1321                          SUPERSEDED SURVEY CONTROL
 DD1321
 DD1321  NAD 83(2001)-  33 05 34.85810(N)    079 57 26.12190(W) AD(       ) 2
 DD1321  NAD 83(1986)-  33 05 34.86879(N)    079 57 26.12416(W) AD(       ) 2
 DD1321  NAD 27      -  33 05 34.25482(N)    079 57 26.82437(W) AD(       ) 2
 DD1321  NAVD 88 (06/15/91)    1.704  (m)            5.59   (f) ADJUSTED    1 2
 DD1321  NGVD 29 (03/21/89)    2.010  (m)            6.59   (f) ADJUSTED    1 2
 DD1321
 DD1321.Superseded values are not recommended for survey control.
 DD1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1321.See file dsdata.txt to determine how the superseded data were derived.
 DD1321
 DD1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9730962082(NAD 83)
 DD1321_MARKER: DD = SURVEY DISK
 DD1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1321_SP_SET: CONCRETE POST
 DD1321_STAMPING: HORZ 008 053 1982
 DD1321_MARK LOGO: SCGS  
 DD1321_PROJECTION: RECESSED 3 CENTIMETERS
 DD1321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1321+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2003
 DD1321
 DD1321  HISTORY     - Date     Condition        Report By
 DD1321  HISTORY     - 1982     MONUMENTED       SCGS
 DD1321  HISTORY     - 1985     GOOD             SCGS
 DD1321  HISTORY     - 19910515 GOOD             SCGS
 DD1321  HISTORY     - 20031125 GOOD             SCGS
 DD1321
 DD1321                          STATION DESCRIPTION
 DD1321
 DD1321'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1321'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) OF MONCKS CORNER, 11.3
 DD1321'KM (7.0 MI) NORTHEAST OF GOOSE CREEK, ABOUT 0.8 KM (0.5 MI) SOUTH
 DD1321'WEST OF THE WEST BRANCH OF THE COOPER RIVER, AT THE VILLAGE OF
 DD1321'PIMLICO, AT A BASKETBALL AND TENNIS COURT.  ON CITY PROPERTY.
 DD1321'
 DD1321'TO REACH THE STATION FROM TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS
 DD1321'52 AND ALTERNATE 17 IN MONCKS CORNER, GO SOUTH ON U.S. HIGHWAY 52 FOR
 DD1321'2.0 KM (1.2 MI) TO CROSSROAD, AT POINT WHERE HIGHWAY 52 TURNS RIGHT.
 DD1321'CONTINUE SOUTHERLY ON HIGHWAY S-8-791 FOR 4.2 KM (2.6 MI) TO BERKELEY
 DD1321'COUNTRY CLUB ON LEFT.  CONTINUE SOUTHERLY ON HIGHWAY S-8-791 FOR 5.8
 DD1321'KM (3.6 MI) TO THE BERKELEY LOOKOUT TOWER ON RIGHT, CONTINUE
 DD1321'SOUTHERLY ON HIGHWAY S-8-791 FOR 2.1 KM (1.3 MI) TO CROSSROAD, TURN
 DD1321'LEFT, GO EASTERLY ON HIGHWAY S-8-9 FOR 2.1 KM (1.3 MI) TO FORK.  KEEP
 DD1321'LEFT, GO NORTHEASTERLY ON HIGHWAY S-8-260 FOR 3.7 KM (2.3 MI) TO
 DD1321'HIGHWAY S-8-395D ON LEFT, GO NORTH ON S-8-395 FOR ABOUT 50 YARDS TO
 DD1321'TENNIS COURT AND BASKETBALL ON LEFT AND THE STATION BETWEEN DYKE ON
 DD1321'LAKE AND BASKETBALL COURT.
 DD1321'
 DD1321'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1321'---008 053 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1321'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 44.5 METERS W FROM THE
 DD1321'CENTER LINE OF HIGHWAY S-8-395, 20.5 METERS SW FROM THE NORTHWEST
 DD1321'CORNER OF BASKETBALL TENNIS COURT, 14.6 METERS NW FROM THE SOUTHWEST
 DD1321'CORNER OF BASKETBALL TENNIS COURT,  5.5 METERS E FROM THE CENTER OF
 DD1321'CANAL BANK, AND  1.8 METERS E FROM THE WITNESS POST.
 DD1321'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1321'DISK STAMPED---008 053 1982---SET INTO AN IRREGULAR MASS OF
 DD1321'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD1321'
 DD1321'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1321'DISK STAMPED---008 053 RM 1 1982---SET INTO THE TOP OF A ROUND
 DD1321'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1321'44.2 METERS W FROM THE CENTER OF HIGHWAY S-8-395, 10.8 METERS W FROM
 DD1321'THE SOUTHWEST CORNER OF BASKETBALL TENNIS COURT,  7.3 METERS SSE FROM
 DD1321'THE WITNESS POST,  6.8 METERS E FROM THE CENTER OF CANAL BANK, AND IS
 DD1321'LEVEL WITH THE STATION.
 DD1321'
 DD1321'REFERENCE MARK NO 2 IS A STANDARD SCGS DISK STAMPED---008 053 RM 2
 DD1321'1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 DD1321'DIAMETER FLUSH WITH THE GROUND LOCATED  7.9 METERS N FROM THE CENTER
 DD1321'LINE OF HIGHWAY S-8-260,  2.4 METERS SSE FROM THE POWER LINE POLE,
 DD1321'2.2 METERS SSE FROM THE WITNESS POST, AND  9.4 METERS WNW FROM THE
 DD1321'THE JUNCTION OF TWO DITCHES.
 DD1321'
 DD1321'TO REACH THE AZIMUTH MARK (RM 2) FROM THE STATION, GO
 DD1321'SOUTH FOR ABOUT 50 YARDS.  TURN RIGHT, GO WESTERLY ON HIGHWAY S-8-260
 DD1321'FOR 0.2 KM (0.15 MI) TO THE MARK ON RIGHT.
 DD1321
 DD1321                          STATION RECOVERY (1985)
 DD1321
 DD1321'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1321'8.4 KM (5.2 MI) SW FROM CORDESVILLE.
 DD1321'THE MARK IS ABOVE LEVEL WITH TENNIS COURT.
 DD1321'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1321'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1321'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 4.3
 DD1321'KILOMETERS (2.7 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, THENCE
 DD1321'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG COUNTY ROAD S-8-260, SET AT
 DD1321'THE BOTTOM OF A FIVE-FOOT HIGH DIRT RIDGE ON THE WEST SIDE OF A
 DD1321'CONCRETE SLAB USED FOR A TENNIS COURT IN THE NORTHWEST ANGLE OF THE
 DD1321'INTERSECTION OF COUNTY ROAD S-8-395 (ALBERT STORM), 67.1 METERS
 DD1321'(220.14 FEET) NORTH OF THE CENTERLINE OF COUNTY ROAD S-8-260,
 DD1321'44.14 METERS (144.81 FEET) WEST OF THE CENTERLINE OF COUNTY ROAD
 DD1321'S-8-395, 41.88 METERS (137.4 FEET) WEST-SOUTHWEST OF A POWER POLE
 DD1321'NUMBER B171, 12.31 METERS (40.38 FEET) NORTHWEST OF THE SOUTHWEST
 DD1321'CORNER OF THE TENNIS COURT.
 DD1321'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 DD1321
 DD1321                          STATION RECOVERY (1991)
 DD1321
 DD1321'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DD1321'STATION IS LOCATED 8.2 MILES (13.2 KM) NORTHEAST OF GOOSE CREEK, 7.8
 DD1321'MILES (12.6 KM) SOUTHEAST OF MONKS CORNER.  OWNERSHIP--BERKELEY
 DD1321'COUNTY.
 DD1321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE
 DD1321'AND 176 (5.0 MILES NORTHWEST OF GOOSE CREEK), GO NORTHEAST ON HIGHWAY
 DD1321'17 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 9, TURN RIGHT
 DD1321'ON ROAD 9 FOR 3.25 MILES (5.23 KM) TO THE JUNCTION OF U.S. HIGHWAY
 DD1321'52, CONTINUE ON ROAD 9 FOR 1.25 MILES (2.01 KM) TO THE JUNCTION OF
 DD1321'STATE ROAD 791, CONTINUE ON ROAD 9 FOR 1.3 MILES (2.1 KM) TO THE
 DD1321'JUNCTION OF STATE ROAD 260, TURN LEFT ON ROAD 260 FOR 2.3 MILES
 DD1321'(3.7 KM) TO THE JUNCTION OF STATE ROAD 395 (ALBERT STORM AVENUE)LEFT,
 DD1321'TURN LEFT ON ROAD 395 FOR 0.05 MILE (0.08 KM) TO AN ABANDONED
 DD1321'BASKETBALL COURT SURFACE ON THE LEFT AND THE STATION NEAR THE
 DD1321'SOUTHWEST CORNER.
 DD1321'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD1321'ROADS, 24.7 FEET (7.5 M) NORTH NORTHEAST OF SURVEY STATION 008 053 RM
 DD1321'1, 40.1 FEET (12.2 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 DD1321'CONCRETE COURT, 74.3 FEET (22.6 M) SOUTH SOUTHWEST OF THE SOUTH END
 DD1321'OF A 20-INCH CONCRETE PIPE CULVERT BENEATH A GRASSY ACCESS ROAD TO
 DD1321'THE DIKE OF A LAKE, 144.9 FEET (44.2 M) WEST NORTHWEST OF THE CENTER
 DD1321'OF ROAD 395, 116.0 FEET (35.4 M) NORTHWEST OF A POWER POLE WITH
 DD1321'TRANSFORMER AND METER BOX ATTACHED.
 DD1321'RECOVERED BY T. HALL.
 DD1321
 DD1321                          STATION RECOVERY (2003)
 DD1321
 DD1321'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1321'STATION IS LOCATED 7.75 MILES SOUTH SOUTHEAST OF MONKS CORNER, 8.9
 DD1321'MILES NORTH OF GOOSE  CREEK. OWNERSHIP--CITY OF PIMLICO. TO REACH THE
 DD1321'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE AND 176, 6.7
 DD1321'MILES NORTH NORTHWEST OF GOOSE CREEK, GO NORTH NORTHEAST ON HIGHWAY 17
 DD1321'ALTERNATE FOR 2.05 MILES TO THE JUNCTION OF STATE ROAD 9, TURN RIGHT
 DD1321'ON ROAD 9 FOR  3.25 MILES TO THE JUNCTION OF U.S. HIGHWAY 52, CONTINUE
 DD1321'ON ROAD 9 FOR 2.45 MILES TO  THE JUNCTION OF STATE ROAD 260 (CYPRESS
 DD1321'GARDENS ROAD), TURN LEFT ON ROAD 260 FOR  2.3MILES TO THE JUNCTION OF
 DD1321'STATE ROAD 395 (ALBERT STORM AVENUE) LEFT, TURN LEFT ON  ROAD 395 FOR
 DD1321'0.05 MILE TO THE STATION ON THE LEFT IN A GRASSY AREA AT THE BASE OF
 DD1321'AN  EARTHEN DIKE ON THE WEST SIDE OF A BASKETBALL COURT. STATION IS A
 DD1321'CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROADS, 24.8 FEET
 DD1321'NORTH NORTHEAST OF SURVEY STATION 008 053 RM 1, 40.1 FEET NORTHWEST OF
 DD1321'THE  SOUTHWEST CORNER OF THE CONCRETE COURT, 74.3 FEET SOUTH SOUTHWEST
 DD1321'OF THE  SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A GRASSY
 DD1321'ACCESS ROAD TO  THE DIKE OF A SMALL LAKE, 145.0 FEET WEST NORTHWEST OF
 DD1321'THE CENTER OF ROAD 395, 115.5  FEET NORTHWEST OF A POWER POLE WITH A
 DD1321'TRANSFORMER AND AN ELECTRIC METER. NOTE-STATION IS NOT INTERVISIBLE
 DD1321'WITH SURVEY STATION 008 053 RM 2. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1322 ***********************************************************************
 DD1322  DESIGNATION -  008 053 RM 1
 DD1322  PID         -  DD1322
 DD1322  STATE/COUNTY-  SC/BERKELEY
 DD1322  USGS QUAD   -  KITTREDGE (1979)
 DD1322
 DD1322                         *CURRENT SURVEY CONTROL
 DD1322  ___________________________________________________________________
 DD1322* NAD 83(1986)-  33 05 36.     (N)    079 57 27.     (W)     SCALED    
 DD1322* NAVD 88     -         1.602  (meters)       5.26   (feet)  ADJUSTED  
 DD1322  ___________________________________________________________________
 DD1322  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DD1322  DYNAMIC HT  -           1.601 (meters)       5.25  (feet)  COMP
 DD1322  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DD1322
 DD1322  VERT ORDER  -  FIRST     CLASS II
 DD1322
 DD1322.The horizontal coordinates were scaled from a topographic map and have
 DD1322.an estimated accuracy of +/- 6 seconds.
 DD1322
 DD1322.The orthometric height was determined by differential leveling
 DD1322.and adjusted by the National Geodetic Survey in June 1991..
 DD1322
 DD1322.The geoid height was determined by GEOID03.
 DD1322
 DD1322.The dynamic height is computed by dividing the NAVD 88
 DD1322.geopotential number by the normal gravity value computed on the
 DD1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1322.degrees latitude (g = 980.6199 gals.).
 DD1322
 DD1322.The modeled gravity was interpolated from observed gravity values.
 DD1322
 DD1322;                    North         East    Units  Estimated Accuracy
 DD1322;SPC SC       -   140,220.      706,910.      MT  (+/- 180 meters Scaled)
 DD1322
 DD1322                          SUPERSEDED SURVEY CONTROL
 DD1322
 DD1322  NGVD 29 (03/21/89)    1.909  (m)            6.26   (f) ADJUSTED    1 2
 DD1322
 DD1322.Superseded values are not recommended for survey control.
 DD1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1322.See file dsdata.txt to determine how the superseded data were derived.
 DD1322
 DD1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS972621(NAD 83)
 DD1322_MARKER: DD = SURVEY DISK
 DD1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1322_SP_SET: CONCRETE POST
 DD1322_STAMPING: RM 1 008 053 1982
 DD1322_MARK LOGO: SCGS  
 DD1322_PROJECTION: FLUSH
 DD1322_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1322
 DD1322  HISTORY     - Date     Condition        Report By
 DD1322  HISTORY     - 1982     MONUMENTED       SCGS
 DD1322  HISTORY     - 1985     GOOD             SCGS
 DD1322  HISTORY     - 19910513 GOOD             SCGS
 DD1322
 DD1322                          STATION DESCRIPTION
 DD1322
 DD1322'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1322'8.4 KM (5.2 MI) SW FROM CORDESVILLE.
 DD1322'THE MARK IS ABOVE LEVEL WITH TENNIS COURT.
 DD1322'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1322'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1322'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 4.3
 DD1322'KILOMETERS (2.7 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, THENCE
 DD1322'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG COUNTY ROAD S-8-260, SET AT
 DD1322'THE BOTTOM OF A FIVE-FOOT HIGH DIRT RIDGE ON THE WEST SIDE OF A
 DD1322'CONCRETE SLAB USED FOR A TENNIS COURT IN THE NORTHWEST ANGLE OF THE
 DD1322'INTERSECTION OF COUNTY ROAD S-8-395 (ALBERT STORM), 59.5 METERS
 DD1322'(195.21 FEET) NORTH OF THE CENTERLINE OF COUNTY ROAD S-8-260,
 DD1322'44.25 METERS (145.17 FEET) WEST OF THE CENTERLINE OF COUNTY ROAD
 DD1322'S-8-395, 47.0 METERS (154.2 FEET) WEST-SOUTHWEST OF POWER POLE NUMBER
 DD1322'B171, 7.62 METERS (25.0 FEET) SOUTH-SOUTHWEST OF STATION 008 053 SCGS,
 DD1322'27.4 METERS (89.9 FEET) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DD1322'TENNIS COURT.
 DD1322'THE MARK IS 0.40 METERS  E FROM A WITNESS POST.
 DD1322
 DD1322                          STATION RECOVERY (1991)
 DD1322
 DD1322'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DD1322'STATION IS LOCATED 8.2 MILES (13.2 KM) NORTHEAST OF GOOSE CREEK, 7.8
 DD1322'MILES (12.6 KM) SOUTHEAST OF MONKS CORNER.  OWNERSHIP--BERKELEY
 DD1322'COUNTY.
 DD1322'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE
 DD1322'AND 176 (5.0 MILES NORTHWEST OF GOOSE CREEK), GO NORTHEAST ON HIGHWAY
 DD1322'17 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 9, TURN RIGHT
 DD1322'ON ROAD 9 FOR 3.25 MILES (5.23 KM) TO THE JUNCTION OF U.S. HIGHWAY
 DD1322'52, CONTINUE ON ROAD 9 FOR 1.25 MILES (2.01 KM) TO THE JUNCTION OF
 DD1322'STATE ROAD 791, CONTINUE ON ROAD 9 FOR 1.3 MILES (2.1 KM) TO THE
 DD1322'JUNCTION OF STATE ROAD 260, TURN LEFT ON ROAD 260 FOR 2.3 MILES
 DD1322'(3.7 KM) TO THE JUNCTION OF STATE ROAD 395 (ALBERT STORM AVENUE)LEFT,
 DD1322'TURN LEFT ON ROAD 395 FOR 0.05 MILE (0.08 KM) TO AN ABANDONED
 DD1322'BASKETBALL COURT SURFACE ON THE LEFT AND THE STATION NEAR THE
 DD1322'SOUTHWEST CORNER.
 DD1322'STATION IS A CONCRETE POST RECESSED 2-INCHES AND LEVEL WITH THE ROADS,
 DD1322'24.7 FEET (7.5 M) SOUTH SOUTHWEST OF SURVEY STATION 008 053, 35.8
 DD1322'FEET (10.9 M) WEST OF THE SOUTHWEST CORNER OF THE CONCRETE COURT,
 DD1322'144.9 FEET (44.2 M) WEST NORTHWEST OF THE CENTER OF ROAD 395, 110.2
 DD1322'FEET (33.6 M) WEST NORTHWEST OF A POWER POLE WITH TRANSFORMER AND
 DD1322'METER BOX ATTACHED, 34.9 FEET (10.6 M) EAST SOUTHEAST OF A 16-INCH
 DD1322'Y-SHAPED SWEET GUM TREE.
 DD1322'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1320 ***********************************************************************
 DD1320  DESIGNATION -  008 053 RM 2
 DD1320  PID         -  DD1320
 DD1320  STATE/COUNTY-  SC/BERKELEY
 DD1320  USGS QUAD   -  KITTREDGE (1979)
 DD1320
 DD1320                         *CURRENT SURVEY CONTROL
 DD1320  ___________________________________________________________________
 DD1320* NAD 83(2001)-  33 05 33.22948(N)    079 57 36.21099(W)     ADJUSTED  
 DD1320* NAVD 88     -         1.609  (meters)       5.28   (feet)  ADJUSTED  
 DD1320  ___________________________________________________________________
 DD1320  X           -     932,490.005 (meters)                     COMP
 DD1320  Y           -  -5,266,940.710 (meters)                     COMP
 DD1320  Z           -   3,462,546.717 (meters)                     COMP
 DD1320  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 DD1320  ELLIP HEIGHT-         -31.20  (meters)          (10/01/04) GPS OBS
 DD1320  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DD1320  DYNAMIC HT  -           1.607 (meters)       5.27  (feet)  COMP
 DD1320  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 DD1320
 DD1320  HORZ ORDER  -  FIRST
 DD1320  VERT ORDER  -  FIRST     CLASS II
 DD1320  ELLP ORDER  -  FOURTH    CLASS I
 DD1320
 DD1320.The horizontal coordinates were established by GPS observations
 DD1320.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1320
 DD1320.The orthometric height was determined by differential leveling
 DD1320.and adjusted by the National Geodetic Survey in June 1991..
 DD1320
 DD1320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1320
 DD1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1320
 DD1320.The ellipsoidal height was determined by GPS observations
 DD1320.and is referenced to NAD 83.
 DD1320
 DD1320.The geoid height was determined by GEOID03.
 DD1320
 DD1320.The dynamic height is computed by dividing the NAVD 88
 DD1320.geopotential number by the normal gravity value computed on the
 DD1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1320.degrees latitude (g = 980.6199 gals.).
 DD1320
 DD1320.The modeled gravity was interpolated from observed gravity values.
 DD1320
 DD1320;                    North         East     Units Scale Factor Converg.
 DD1320;SPC SC       -   140,135.298   706,667.472   MT  0.99984397   +0 34 35.6
 DD1320;SPC SC       -   459,761.48  2,318,462.83   iFT  0.99984397   +0 34 35.6
 DD1320;UTM  17      - 3,662,029.548   597,047.594   MT  0.99971612   +0 34 04.2
 DD1320
 DD1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1320!SPC SC       -   1.00000490  x   0.99984397  =   0.99984887
 DD1320!UTM  17      -   1.00000490  x   0.99971612  =   0.99972102
 DD1320
 DD1320|---------------------------------------------------------------------|
 DD1320| PID    Reference Object                     Distance      Geod. Az  |
 DD1320|                                                           dddmmss.s |
 DD1320| DD1321 008 053                             266.528 METERS 07909     |
 DD1320|---------------------------------------------------------------------|
 DD1320
 DD1320                          SUPERSEDED SURVEY CONTROL
 DD1320
 DD1320  NAD 83(2001)-  33 05 33.22883(N)    079 57 36.21537(W) AD(       ) 2
 DD1320  NAD 83(1986)-  33 05 33.23949(N)    079 57 36.21762(W) AD(       ) 2
 DD1320  NAD 27      -  33 05 32.62579(N)    079 57 36.91761(W) AD(       ) 2
 DD1320  NAVD 88 (10/01/04)    1.61   (m)            5.3    (f) LEVELING    3  
 DD1320  NGVD 29 (03/21/89)    1.915  (m)            6.28   (f) ADJUSTED    1 2
 DD1320
 DD1320.Superseded values are not recommended for survey control.
 DD1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1320.See file dsdata.txt to determine how the superseded data were derived.
 DD1320
 DD1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9704862030(NAD 83)
 DD1320_MARKER: DD = SURVEY DISK
 DD1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1320_SP_SET: CONCRETE POST
 DD1320_STAMPING: RM 2 008 053 1982
 DD1320_MARK LOGO: SCGS  
 DD1320_PROJECTION: RECESSED 15 CENTIMETERS
 DD1320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1320+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2003
 DD1320
 DD1320  HISTORY     - Date     Condition        Report By
 DD1320  HISTORY     - 1982     MONUMENTED       SCGS
 DD1320  HISTORY     - 1985     GOOD             SCGS
 DD1320  HISTORY     - 19910513 GOOD             SCGS
 DD1320  HISTORY     - 20031125 GOOD             SCGS
 DD1320
 DD1320                          STATION DESCRIPTION
 DD1320
 DD1320'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1320'8.7 KM (5.4 MI) SW FROM CORDESVILLE.
 DD1320'THE MARK IS 0.30 M BELOW COUNTY ROAD.
 DD1320'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1320'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1320'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 4.3
 DD1320'KILOMETERS (2.7 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, THENCE
 DD1320'3.4 KILOMETERS (2.1 MILES) NORTHEAST ALONG COUNTY ROAD S-8-260, SET
 DD1320'NEAR A POWER POLE JUST BEFORE A CURVE IN THE ROAD, 56.6 METERS (185.7
 DD1320'FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD
 DD1320'(CHURCHILL ROAD), 8.1 METERS (26.57 FEET) NORTH-NORTHWEST OF THE
 DD1320'CENTERLINE OF THE COUNTY ROAD, 22.7 METERS (74.48 FEET) WEST-NORTHWEST
 DD1320'OF A 28-INCH OAK TREE, 2.42 METERS (7.94 FEET) SOUTH-SOUTHEAST OF THE
 DD1320'POWER POLE.
 DD1320'THE MARK IS 2.17 METERS  SSE FROM A WITNESS POST.
 DD1320
 DD1320                          STATION RECOVERY (1991)
 DD1320
 DD1320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DD1320'STATION IS LOCATED 8.1 MILES (13.0 KM) NORTHEAST OF GOOSE CREEK, 7.8
 DD1320'MILES (12.6 KM) SOUTHEAST OF MONKS CORNER.  OWNERSHIP--BERKELEY
 DD1320'COUNTY.
 DD1320'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE
 DD1320'AND 176 (5.0 MILES NORTHWEST OF GOOSE CREEK), GO NORTHEAST ON HIGHWAY
 DD1320'17 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 9, TURN RIGHT
 DD1320'ON ROAD 9 FOR 3.25 MILES (5.23 KM) TO THE JUNCTION OF U.S. HIGHWAY
 DD1320'52, CONTINUE ON ROAD 9 FOR 1.25 MILES (2.01 KM) TO THE JUNCTION OF
 DD1320'STATE ROAD 791, CONTINUE ON ROAD 9 FOR 1.3 MILES (2.1 KM) TO THE
 DD1320'JUNCTION OF STATE ROAD 260, TURN LEFT ON ROAD 260 FOR 2.1 MILES
 DD1320'(3.4 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE WITH THREE GUY
 DD1320'WIRES, 0.2 MILE (0.3 KM) WEST NORTHWEST OF THE JUNCTION OF STATE ROAD
 DD1320'395 (ALBERT STORM AVENUE).
 DD1320'STATION IS A CONCRETE POST RECESSED 1-INCH AND 0.5 FOOT (0.2 M) BELOW
 DD1320'THE ROAD, 7.7 FEET (2.3 M) SOUTH SOUTHEAST OF THE POWER POLE, 26.4
 DD1320'FEET (8.0 M) NORTH NORTHWEST OF THE CENTER OF ROAD 260, 30.0 FEET
 DD1320'(9.1 M) WEST OF THE JUNCTION OF TWO DITCHES, 169.8 FEET (51.8 M) EAST
 DD1320'OF THE EAST CORNER OF A BRICK ENTRANCE PILLAR (CHURCHILL ROAD LEADING
 DD1320'TO PIMLICO PLANTATION), 6.8 FEET (2.1 M) SOUTH SOUTHEAST OF A WITNESS
 DD1320'POST.
 DD1320'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008 053.
 DD1320'RECOVERED BY T. HALL.
 DD1320
 DD1320                          STATION RECOVERY (2003)
 DD1320
 DD1320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1320'STATION IS LOCATED 7.7 MILES SOUTH SOUTHEAST OF MONKS CORNER, 8.8
 DD1320'MILES NORTH  NORTHEAST OF GOOSE CREEK. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1320'PRECONSTRUCTION, P.O. BOX  191, COLUMBIA, SC 29202, PHONE
 DD1320'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD1320'17 ALTERNATE AND 176, 6.7  MILES NORTH NORTHWEST OF GOOSE CREEK, GO
 DD1320'NORTH NORTHEAST ON HIGHWAY 17  ALTERNATE FOR 2.05 MILES TO THE
 DD1320'JUNCTION OF STATE ROAD 9, TURN RIGHT ON ROAD 9 FOR  3.25 MILES TO THE
 DD1320'JUNCTION OF U.S. HIGHWAY 52, CONTINUE ON ROAD 9 FOR 2.45 MILES TO  THE
 DD1320'JUNCTION OF STATE ROAD 260 (CYPRESS GARDENS ROAD), TURN LEFT ON ROAD
 DD1320'260 FOR  2.15 MILES TO THE STATION ON THE LEFT NEAR A POWER POLE IN
 DD1320'THE SOUTHWEST CORNER  OF THE FRONT YARD OF A TWO STORY BRICK HOUSE.
 DD1320'STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND 1.0 FOOT BELOW THE
 DD1320'ROAD, 26.5 FEET  NORTH NORTHWEST OF THE CENTER OF THE ROAD, 42.0 FEET
 DD1320'SOUTH OF THE SOUTHWEST CORNER  OF THE HOUSE, 7.7 FEET SOUTH SOUTHEAST
 DD1320'OF THE POWER POLE WITH A TRANSFORMER AND  THREE GUY WIRES, 170.0 FEET
 DD1320'EAST OF THE EAST CORNER OF A BRICK ENTRANCE PILLAR  (CHURCHILL ROAD
 DD1320'LEADING TO PIMLICO PLANTATION). NOTE-STATION IS NOT INTERVISIBLE WITH
 DD1320'SURVEY STATION 008 053. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1924 ***********************************************************************
 DE1924  DESIGNATION -  008 054
 DE1924  PID         -  DE1924
 DE1924  STATE/COUNTY-  SC/BERKELEY
 DE1924  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1924
 DE1924                         *CURRENT SURVEY CONTROL
 DE1924  ___________________________________________________________________
 DE1924* NAD 83(2001)-  33 00 41.19299(N)    080 02 11.64791(W)     ADJUSTED  
 DE1924* NAVD 88     -         8.9    (meters)      29.     (feet)  VERTCON   
 DE1924  ___________________________________________________________________
 DE1924  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DE1924  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DE1924
 DE1924  HORZ ORDER  -  SECOND
 DE1924
 DE1924.The horizontal coordinates were established by classical geodetic methods
 DE1924.and adjusted by the National Geodetic Survey in March 2004..
 DE1924
 DE1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1924
 DE1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1924
 DE1924.The geoid height was determined by GEOID03.
 DE1924
 DE1924;                    North         East     Units Scale Factor Converg.
 DE1924;SPC SC       -   131,071.025   699,610.125   MT  0.99985910   +0 32 02.9
 DE1924;SPC SC       -   430,023.05  2,295,308.81   iFT  0.99985910   +0 32 02.9
 DE1924;UTM  17      - 3,652,967.681   589,989.841   MT  0.99969985   +0 31 29.7
 DE1924
 DE1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1924!SPC SC       -   1.00000374  x   0.99985910  =   0.99986284
 DE1924!UTM  17      -   1.00000374  x   0.99969985  =   0.99970359
 DE1924
 DE1924:                Primary Azimuth Mark                     Grid Az
 DE1924:SPC SC       -  008 054 AZ MK                            094 38 21.1
 DE1924:UTM  17      -  008 054 AZ MK                            094 38 54.3
 DE1924
 DE1924|---------------------------------------------------------------------|
 DE1924| PID    Reference Object                     Distance      Geod. Az  |
 DE1924|                                                           dddmmss.s |
 DE1924| DE1443 008 054 AZ MK                       APPROX. 0.7 KM 0951024.0 |
 DE1924| DE1442 008 054 RM 1                         10.192 METERS 18335     |
 DE1924|---------------------------------------------------------------------|
 DE1924
 DE1924                          SUPERSEDED SURVEY CONTROL
 DE1924
 DE1924  NAD 83(1986)-  33 00 41.20388(N)    080 02 11.65080(W) AD(       ) 2
 DE1924  NAD 27      -  33 00 40.58314(N)    080 02 12.34518(W) AD(       ) 2
 DE1924  NGVD 29 (07/19/86)    9.2    (m)           30.     (f) VERT ANG       
 DE1924
 DE1924.Superseded values are not recommended for survey control.
 DE1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1924.See file dsdata.txt to determine how the superseded data were derived.
 DE1924
 DE1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8999052968(NAD 83)
 DE1924_MARKER: DD = SURVEY DISK
 DE1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1924
 DE1924  HISTORY     - Date     Condition        Report By
 DE1924  HISTORY     - 1982     MONUMENTED       SCGS
 DE1924  HISTORY     - 19910507 MARK NOT FOUND   SCGS
 DE1924  HISTORY     - 20031103 MARK NOT FOUND   SCGS
 DE1924
 DE1924                          STATION DESCRIPTION
 DE1924
 DE1924'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1924'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF GOOSE CREEK, ON
 DE1924'THE RIGHT-OF-WAY OF U.S. HIGHWAY 52, BETWEEN THE HIGHWAY AND RAIL
 DE1924'ROAD TRACKS.  FOR INFORMATION CONTACT--  GEORGE WEATHERS,
 DE1924'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DE1924'(803) 758-3414.
 DE1924'
 DE1924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND 176 IN
 DE1924'GOOSE CREEK, GO NORTH ON U.S. HIGHWAY 52 FOR 1.8 KM (1.1 MI) TO A
 DE1924'SIDE ROAD RIGHT, COUNTY ROAD S-8-281, AND THE STATION ON RIGHT.
 DE1924'
 DE1924'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1924'---008 054 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1924'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 20.1 METERS E FROM
 DE1924'FROM CENTER OF THE NORTH BOUND LANE OF U.S. 52,  5.5 METERS S FROM
 DE1924'FROM CENTER OF S-8-281,  4.0 METERS WNW FROM RAIL ROAD SIGNAL
 DE1924'BASE,  7.9 METERS W FROM WEST RAIL OF RAIL ROAD, 14.8 METERS SE
 DE1924'FROM S.C. ELECTRIC GAS 4 FOOT 4X4 CEMENT POST FOR GAS, AND FROM
 DE1924'LINE.
 DE1924'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1924'DISK STAMPED---008 054 1982---SET INTO AN IRREGULAR MASS OF
 DE1924'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1924'
 DE1924'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1924'DISK STAMPED---008 054 1982 RM 1---SET INTO THE TOP OF A ROUND
 DE1924'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1924'20.5 METERS E FROM CENTER OF THE NORTH BOUND LANE OF U.S. 52,
 DE1924'15.6 METERS S FROM CENTER OF S-8-281,  7.1 METERS W FROM
 DE1924'WEST RAIL OF RAIL ROAD TRACKS, 10.2 METERS SSW FROM RAIL ROAD
 DE1924'SIGNAL BADE, AND 0.6 M (2 FT) LOWER THAN THE STATION.
 DE1924'
 DE1924'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1924'STAMPED---008 054 1982 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DE1924'MONUMENT 12 INCHES IN DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND
 DE1924'LOCATED 16.4 METERS E FROM CENTER OF S-8-281,  9.6 METERS NE
 DE1924'FROM POWER POLE, AND  7.9 METERS SW FROM CLUSTER OF LIVE
 DE1924'OAK TREES.
 DE1924'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON S-8-281 FOR
 DE1924'4/10 OF A MILE TO CURVE AND MARK ON RIGHT.
 DE1924
 DE1924                          STATION RECOVERY (1991)
 DE1924
 DE1924'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DE1924'NOT RECOVERED, PRESUMED DESTROYED BY ROAD CONSTRUCTION.
 DE1924'RECOVERY BY J.R. WERNER.
 DE1924
 DE1924                          STATION RECOVERY (2003)
 DE1924
 DE1924'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1924'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1924'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1924'LOCATED THIS STATION WITH NO  RESULTS,   AREA DESCRIBED IS NOW UNDER
 DE1924'ASPHALT,  PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1443 ***********************************************************************
 DE1443  DESIGNATION -  008 054 AZ MK
 DE1443  PID         -  DE1443
 DE1443  STATE/COUNTY-  SC/BERKELEY
 DE1443  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1443
 DE1443                         *CURRENT SURVEY CONTROL
 DE1443  ___________________________________________________________________
 DE1443* NAD 83(2001)-  33 00 39.24162(N)    080 01 46.07646(W)     ADJUSTED  
 DE1443* NAVD 88     -         5.805  (meters)      19.05   (feet)  ADJUSTED  
 DE1443  ___________________________________________________________________
 DE1443  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 DE1443  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DE1443  DYNAMIC HT  -           5.799 (meters)      19.03  (feet)  COMP
 DE1443  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 DE1443
 DE1443  HORZ ORDER  -  SECOND
 DE1443  VERT ORDER  -  FIRST     CLASS II
 DE1443
 DE1443.The horizontal coordinates were established by classical geodetic methods
 DE1443.and adjusted by the National Geodetic Survey in March 2004..
 DE1443
 DE1443.The orthometric height was determined by differential leveling
 DE1443.and adjusted by the National Geodetic Survey in June 1991..
 DE1443
 DE1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1443
 DE1443.The geoid height was determined by GEOID03.
 DE1443
 DE1443.The dynamic height is computed by dividing the NAVD 88
 DE1443.geopotential number by the normal gravity value computed on the
 DE1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1443.degrees latitude (g = 980.6199 gals.).
 DE1443
 DE1443.The modeled gravity was interpolated from observed gravity values.
 DE1443
 DE1443;                    North         East     Units Scale Factor Converg.
 DE1443;SPC SC       -   131,017.130   700,274.296   MT  0.99985921   +0 32 17.0
 DE1443;SPC SC       -   429,846.23  2,297,487.85   iFT  0.99985921   +0 32 17.0
 DE1443;UTM  17      - 3,652,913.687   590,653.898   MT  0.99970133   +0 31 43.6
 DE1443
 DE1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1443!SPC SC       -   1.00000423  x   0.99985921  =   0.99986344
 DE1443!UTM  17      -   1.00000423  x   0.99970133  =   0.99970556
 DE1443
 DE1443                          SUPERSEDED SURVEY CONTROL
 DE1443
 DE1443  NAD 83(1986)-  33 00 39.25250(N)    080 01 46.07932(W) AD(       ) 2
 DE1443  NAD 27      -  33 00 38.63202(N)    080 01 46.77439(W) AD(       ) 2
 DE1443  NGVD 29 (03/21/89)    6.101  (m)           20.02   (f) ADJUSTED    1 2
 DE1443
 DE1443.Superseded values are not recommended for survey control.
 DE1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1443.See file dsdata.txt to determine how the superseded data were derived.
 DE1443
 DE1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9065452914(NAD 83)
 DE1443_MARKER: DD = SURVEY DISK
 DE1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1443_SP_SET: CONCRETE POST
 DE1443_STAMPING: AZ MK 008 054 1982
 DE1443_MARK LOGO: SCGS  
 DE1443_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1443
 DE1443  HISTORY     - Date     Condition        Report By
 DE1443  HISTORY     - 1982     MONUMENTED       SCGS
 DE1443  HISTORY     - 1983     GOOD             SCGS
 DE1443  HISTORY     - 19910507 MARK NOT FOUND   SCGS
 DE1443
 DE1443                          STATION DESCRIPTION
 DE1443
 DE1443'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1443'4.2 KM (2.6 MI) NORTH FROM GOOSE CREEK.
 DE1443'THE MARK IS 0.90 M BELOW COUNTY ROAD.
 DE1443'1.85 KILOMETERS (1.15 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 DE1443'BANK ROAD) FROM THE POST OFFICE IN GOOSE CREEK, THENCE 1.8 KILOMETERS
 DE1443'(1.1 MILES) NORTH ALONG U.S. HIGHWAY 52, THENCE 0.55 KILOMETER (0.35
 DE1443'MILE) EAST ALONG COUNTY ROAD S-8-281, SET NEAR A POWER POLE ON THE
 DE1443'OUTSIDE OF A CURVE IN THE ROAD, 16.5 METERS (54.0 FEET) EAST OF THE
 DE1443'APPROXIMATE CENTER OF THE ROAD, 7.9 METERS (26.0 FEET) SOUTHWEST OF A
 DE1443'CLUSTER OF 14-INCH LIVE OAK TREES, 9.8 METERS (32.0 FEET) NORTHEAST OF
 DE1443'THE POWER POLE.
 DE1443'THE MARK IS 0.30 METERS  WNW FROM A WITNESS POST.
 DE1443
 DE1443                          STATION RECOVERY (1991)
 DE1443
 DE1443'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DE1443'NOT RECOVERED, MEASUREMENTS LEAD TO A BROKEN CONCRETE POST, PRESUMED
 DE1443'DESTROYED.
 DE1443'RECOVERY BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1442 ***********************************************************************
 DE1442  DESIGNATION -  008 054 RM 1
 DE1442  PID         -  DE1442
 DE1442  STATE/COUNTY-  SC/BERKELEY
 DE1442  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1442
 DE1442                         *CURRENT SURVEY CONTROL
 DE1442  ___________________________________________________________________
 DE1442* NAD 83(1986)-  33 00 42.     (N)    080 02 11.     (W)     SCALED    
 DE1442* NAVD 88     -         8.210  (meters)      26.94   (feet)  ADJUSTED  
 DE1442  ___________________________________________________________________
 DE1442  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DE1442  DYNAMIC HT  -           8.201 (meters)      26.91  (feet)  COMP
 DE1442  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 DE1442
 DE1442  VERT ORDER  -  FIRST     CLASS II
 DE1442
 DE1442.The horizontal coordinates were scaled from a topographic map and have
 DE1442.an estimated accuracy of +/- 6 seconds.
 DE1442
 DE1442.The orthometric height was determined by differential leveling
 DE1442.and adjusted by the National Geodetic Survey in June 1991..
 DE1442
 DE1442.The geoid height was determined by GEOID03.
 DE1442
 DE1442.The dynamic height is computed by dividing the NAVD 88
 DE1442.geopotential number by the normal gravity value computed on the
 DE1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1442.degrees latitude (g = 980.6199 gals.).
 DE1442
 DE1442.The modeled gravity was interpolated from observed gravity values.
 DE1442
 DE1442;                    North         East    Units  Estimated Accuracy
 DE1442;SPC SC       -   131,100.      699,630.      MT  (+/- 180 meters Scaled)
 DE1442
 DE1442                          SUPERSEDED SURVEY CONTROL
 DE1442
 DE1442  NGVD 29 (03/21/89)    8.506  (m)           27.91   (f) ADJUSTED    1 2
 DE1442
 DE1442.Superseded values are not recommended for survey control.
 DE1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1442.See file dsdata.txt to determine how the superseded data were derived.
 DE1442
 DE1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS900529(NAD 83)
 DE1442_MARKER: DD = SURVEY DISK
 DE1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1442_SP_SET: CONCRETE POST
 DE1442_STAMPING: RM 1 008 054 1982
 DE1442_MARK LOGO: SCGS  
 DE1442_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1442_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1442+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 DE1442
 DE1442  HISTORY     - Date     Condition        Report By
 DE1442  HISTORY     - 1982     MONUMENTED       SCGS
 DE1442  HISTORY     - 1983     GOOD             SCGS
 DE1442  HISTORY     - 19910507 GOOD             SCGS
 DE1442  HISTORY     - 20040307 GOOD             USPSQD
 DE1442
 DE1442                          STATION DESCRIPTION
 DE1442
 DE1442'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1442'3.6 KM (2.2 MI) NORTH FROM GOOSE CREEK.
 DE1442'THE MARK IS 0.60 M BELOW TRACKS.
 DE1442'1.85 KILOMETERS (1.15 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 DE1442'BANK ROAD) FROM THE POST OFFICE IN GOOSE CREEK, THENCE 1.8 KILOMETERS
 DE1442'(1.1 MILES) NORTH ALONG U.S. HIGHWAY 52, SET BETWEEN THE RAILROAD
 DE1442'TRACKS AND U.S. HIGHWAY 52 IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 DE1442'OF COUNTY ROAD S-8-281, 20.3 METERS (66.5 FEET) EAST OF THE CENTERLINE
 DE1442'OF THE NORTHBOUND LANE OF U.S. HIGHWAY 52, 15.8 METERS (51.8 FEET)
 DE1442'SOUTH OF THE CENTERLINE OF COUNTY ROAD S-8-281, 7.3 METERS (24.0 FEET)
 DE1442'WEST OF THE WEST RAIL OF THE TRACKS.
 DE1442
 DE1442                          STATION RECOVERY (1991)
 DE1442
 DE1442'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DE1442'STATION IS LOCATED 1.1 MILES (1.8 KM) NORTH NORTHEAST OF GOOSE CREEK.
 DE1442'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1442'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE1442'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 (RIVERS
 DE1442'AVENUE), 176 AND STATE ROAD 37 (RED BANK ROAD) IN GOOSE CREEK, GO
 DE1442'NORTH NORTHEAST ON HIGHWAY 52 FOR 1.1 MILES (1.8 KM) TO THE STATION
 DE1442'ON THE RIGHT NEAR A RAILROAD SIGNAL LIGHT IN THE SOUTHEAST ANGLE OF
 DE1442'THE JUNCTION OF STATE ROAD 281.
 DE1442'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 DE1442'BELOW THE RAILROAD TRACKS, 66.5 FEET (20.3 M) EAST SOUTHEAST OF THE
 DE1442'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 45.7 FEET (13.9 M)
 DE1442'SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 24.1 FEET (7.3 M) WEST
 DE1442'NORTHWEST OF THE WEST RAIL OF THE TRACKS, 24.2 FEET (7.4 M) SOUTHWEST
 DE1442'OF THE SIGNAL LIGHT POST, 30.8 FEET (9.4 M) SOUTHEAST OF THE SOUTH
 DE1442'END OF A 20-INCH CONCRETE PIPE CULVERT BENEATH THE ROAD, 21.5 FEET
 DE1442'(6.6 M) SOUTHEAST OF A POWER POLE WITH A GUY WIRE SUPPORTING A
 DE1442'TRAFFIC LIGHT.
 DE1442'RECOVERED BY J.R. WERNER.
 DE1442
 DE1442                          STATION RECOVERY (2004)
 DE1442
 DE1442'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 DE1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1009 ***********************************************************************
 CJ1009  DESIGNATION -  008 055
 CJ1009  PID         -  CJ1009
 CJ1009  STATE/COUNTY-  SC/BERKELEY
 CJ1009  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ1009
 CJ1009                         *CURRENT SURVEY CONTROL
 CJ1009  ___________________________________________________________________
 CJ1009* NAD 83(2001)-  32 57 36.67872(N)    079 56 32.25918(W)     ADJUSTED  
 CJ1009* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 CJ1009  ___________________________________________________________________
 CJ1009  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 CJ1009  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CJ1009
 CJ1009  HORZ ORDER  -  SECOND
 CJ1009
 CJ1009.The horizontal coordinates were established by classical geodetic methods
 CJ1009.and adjusted by the National Geodetic Survey in March 2004..
 CJ1009
 CJ1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ1009
 CJ1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1009
 CJ1009.The geoid height was determined by GEOID03.
 CJ1009
 CJ1009;                    North         East     Units Scale Factor Converg.
 CJ1009;SPC SC       -   125,473.939   708,475.760   MT  0.99986968   +0 35 11.0
 CJ1009;SPC SC       -   411,659.90  2,324,395.54   iFT  0.99986968   +0 35 11.0
 CJ1009;UTM  17      - 3,647,369.906   598,853.127   MT  0.99972049   +0 34 31.8
 CJ1009
 CJ1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1009!SPC SC       -   1.00000408  x   0.99986968  =   0.99987376
 CJ1009!UTM  17      -   1.00000408  x   0.99972049  =   0.99972457
 CJ1009
 CJ1009|---------------------------------------------------------------------|
 CJ1009| PID    Reference Object                     Distance      Geod. Az  |
 CJ1009|                                                           dddmmss.s |
 CJ1009| CJ1064 008 055 RM 1                          9.886 METERS 26402     |
 CJ1009| CJ1010 008 055 AZ MK                       APPROX. 0.6 KM 2733543.2 |
 CJ1009|---------------------------------------------------------------------|
 CJ1009
 CJ1009                          SUPERSEDED SURVEY CONTROL
 CJ1009
 CJ1009  NAD 83(1986)-  32 57 36.68976(N)    079 56 32.26232(W) AD(       ) 2
 CJ1009  NAD 27      -  32 57 36.06120(N)    079 56 32.95603(W) AD(       ) 2
 CJ1009  NGVD 29 (07/19/86)    7.3    (m)           24.     (f) VERT ANG       
 CJ1009
 CJ1009.Superseded values are not recommended for survey control.
 CJ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1009.See file dsdata.txt to determine how the superseded data were derived.
 CJ1009
 CJ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9885347370(NAD 83)
 CJ1009_MARKER: DD = SURVEY DISK
 CJ1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1009_SP_SET: CONCRETE POST
 CJ1009_STAMPING: HORZ 008 - 055 1982
 CJ1009_MARK LOGO: SCGS  
 CJ1009_PROJECTION: RECESSED 3 CENTIMETERS
 CJ1009_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1009+STABILITY: SURFACE MOTION
 CJ1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ1009+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2003
 CJ1009
 CJ1009  HISTORY     - Date     Condition        Report By
 CJ1009  HISTORY     - 1982     MONUMENTED       SCGS
 CJ1009  HISTORY     - 1982     GOOD             SCGS
 CJ1009  HISTORY     - 19910508 GOOD             SCGS
 CJ1009  HISTORY     - 20031125 GOOD             SCGS
 CJ1009
 CJ1009                          STATION DESCRIPTION
 CJ1009
 CJ1009'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CJ1009'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) EAST-SOUTHEAST OF GOOSE
 CJ1009'CREEK, ABOUT 9.7 KM (6.0 MI) NORTHEAST OF NORTH CHARLESTON, AT THE
 CJ1009'JUNCTION OF HIGHWAYS 503 AND 29, ON THE NORTH RIGHT-OF-WAY OF HIGHWAY
 CJ1009'29.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION
 CJ1009'ENGINEER, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 CJ1009'
 CJ1009'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 176
 CJ1009'AND HIGHWAY 37, IN GOOSE CREEK, GO SOUTHERLY ON HIGHWAY S-8-37 FOR
 CJ1009'3.0 KM (1.9 MI) TO JUNCTION OF HIGHWAY S-8-29.  KEEP LEFT, GO
 CJ1009'EASTERLY ON HIGHWAY S-8-29 FOR 6.0 KM (3.7 MI) TO STATION ON LEFT,
 CJ1009'JUST AS YOU REACH THE JUNCTION OF HIGHWAY 503.
 CJ1009'
 CJ1009'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CJ1009'---008 055 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CJ1009'CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND LOCATED 28.6
 CJ1009'METERS N FROM THE CENTER OF THE JUNCTION OF HIGHWAYS S-8-29 AND, FROM
 CJ1009'S-8-503, 12.8 METERS NE FROM THE HIGHWAY RIGHT-OF-WAY POST,  5.2
 CJ1009'METERS S FROM THE EDGE OF CUT BANK, 70.1 METERS ENE FROM THE THE
 CJ1009'SOUTH ONE OF 3 POWER LINE POLES, AND 20.7 METERS N FROM THE EDGE OF
 CJ1009'PAVEMENT.
 CJ1009'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ1009'DISK STAMPED---008 055 1982---SET INTO AN IRREGULAR MASS OF
 CJ1009'CONCRETE 1.3 METERS BELOW THE SURFACE.
 CJ1009'
 CJ1009'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ1009'DISK STAMPED---008 055 RM 1 1982---SET INTO THE TOP OF A ROUND
 CJ1009'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE
 CJ1009'GROUND LOCATED 26.2 METERS N FROM THE THE INTERSECTION OF HIGHWAYS
 CJ1009'S-8-29 AND S-8-503, 60.4 METERS ENE FROM THE SOUTH ONE OF 3 POWER
 CJ1009'LINE POLES,  9.1 METERS NNW FROM THE HIGHWAY RIGHT-OF-WAY POST,  4.2
 CJ1009'METERS S FROM THE EDGE OF CUT BANK, AND IS LEVEL WITH THE STATION.
 CJ1009'
 CJ1009'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 CJ1009'STAMPED---008 055 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 CJ1009'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 14.0 METERS
 CJ1009'S FROM THE CENTER OF HIGHWAY S-8-29, 29.9 METERS W FROM THE TELEPHONE
 CJ1009'JUNCTION BOX,  1.9 METERS N FROM THE FENCE, AND  1.2 METERS ENE FROM
 CJ1009'THE POWER LINE POLE.
 CJ1009
 CJ1009                          STATION RECOVERY (1982)
 CJ1009
 CJ1009'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CJ1009'RECOVERED IN GOOD CONDITION.
 CJ1009
 CJ1009                          STATION RECOVERY (1991)
 CJ1009
 CJ1009'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1009'STATION IS LOCATED 6.7 MILES (10.8 KM) EAST SOUTHEAST OF GOOSE CREEK,
 CJ1009'0.25 MILE (0.40 KM) WEST OF THE GUARD HOUSE TO THE NAVAL WEAPONS
 CJ1009'STATION ENTRANCE. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 CJ1009'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CJ1009'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 (RIVERS
 CJ1009'AVENUE), 176 AND STATE ROAD 37 (RED BANK ROAD) IN GOOSE CREEK, GO
 CJ1009'SOUTHEAST ON ROAD 37 FOR 6.7 MILES (10.8 KM) TO THE STATION ON THE
 CJ1009'LEFT NEAR A BLAZED PINE TREE AT THE JUNCTION OF STATE ROAD 503 (BUSH
 CJ1009'PARK ROAD).
 CJ1009'STATION IS A CONCRETE POST PROJECTING 3-INCHES AND LEVEL WITH THE
 CJ1009'ROAD, 112.0 FEET (34.1 M) EAST OF THE SOUTHEAST CORNER OF A CHAIN
 CJ1009'LINK FENCE SURROUNDING A NATURAL GAS STATION, 41.5 FEET (12.6 M)
 CJ1009'NORTHEAST OF THE NORTHEAST CORNER OF A 4-INCH BY 4-INCH CONCRETE POST
 CJ1009'(MARKER FOR GAS LINE), 66.7 FEET (20.3 M) NORTH OF THE NORTH EDGE OF
 CJ1009'THE ROAD, 26.3 FEET (8.0 M) WEST SOUTHWEST OF THE BLAZED PINE TREE,
 CJ1009'32.4 FEET (9.9 M) EAST OF REFERENCE MARK 008 055 RM 1, 2.8 FEET
 CJ1009'(0.9 M) SOUTH OF A WITNESS POST.
 CJ1009'RECOVERED BY J.R. WERNER.
 CJ1009
 CJ1009                          STATION RECOVERY (2003)
 CJ1009
 CJ1009'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CJ1009'STATION IS LOCATED 5.45 MILES EAST SOUTHEAST OF GOOSE CREEK, 16.75
 CJ1009'MILES SOUTH  SOUTHEAST OF MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 CJ1009'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1009'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CJ1009'176 (SAINT JAMES AVENUE), 52  (RIVERS AVENUE) AND STATE ROAD 37 (RED
 CJ1009'BANK ROAD) IN GOOSE CREEK, GO SOUTHEAST ON  ROAD 37 FOR 2.95 MILES TO
 CJ1009'THE JUNCTION OF STATE ROAD 136 (HENRY E. BROWN JR.  BOULEVARD),
 CJ1009'CONTINUE ON ROAD 37 FOR 3.8 MILES TO THE STATION ON THE LEFT NEAR THE
 CJ1009'TREE LINE AND AN ASPHALT WALKING PATH IN THE NORTHWEST ANGLE OF THE
 CJ1009'JUNCTION OF STATE  ROAD 503 (BUSHY PARK ROAD) LEFT. STATION IS A
 CJ1009'CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROADS, 32.4 FEET
 CJ1009'EAST OF SURVEY STATION 008 055 RM 1, 19.0 FEET NORTH OF THE CENTER OF
 CJ1009'THE WALKING  PATH, 26.6 FEET WEST OF A METAL POST FOR A SIGN (U.S.
 CJ1009'GOVERNMENT PROPERTY NO  TRESPASSING), 3.0 FEET SOUTH OF A WITNESS
 CJ1009'POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1010 ***********************************************************************
 CJ1010  DESIGNATION -  008 055 AZ MK
 CJ1010  PID         -  CJ1010
 CJ1010  STATE/COUNTY-  SC/BERKELEY
 CJ1010  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ1010
 CJ1010                         *CURRENT SURVEY CONTROL
 CJ1010  ___________________________________________________________________
 CJ1010* NAD 83(2001)-  32 57 37.82988(N)    079 56 54.00143(W)     ADJUSTED  
 CJ1010* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 CJ1010  ___________________________________________________________________
 CJ1010  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 CJ1010  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 CJ1010
 CJ1010  HORZ ORDER  -  SECOND
 CJ1010
 CJ1010.The horizontal coordinates were established by classical geodetic methods
 CJ1010.and adjusted by the National Geodetic Survey in March 2004..
 CJ1010
 CJ1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ1010
 CJ1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1010
 CJ1010.The geoid height was determined by GEOID03.
 CJ1010
 CJ1010;                    North         East     Units Scale Factor Converg.
 CJ1010;SPC SC       -   125,503.635   707,910.837   MT  0.99986961   +0 34 59.0
 CJ1010;SPC SC       -   411,757.33  2,322,542.12   iFT  0.99986961   +0 34 59.0
 CJ1010;UTM  17      - 3,647,399.704   598,288.295   MT  0.99971911   +0 34 20.0
 CJ1010
 CJ1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1010!SPC SC       -   1.00000419  x   0.99986961  =   0.99987380
 CJ1010!UTM  17      -   1.00000419  x   0.99971911  =   0.99972330
 CJ1010
 CJ1010                          SUPERSEDED SURVEY CONTROL
 CJ1010
 CJ1010  NAD 83(1986)-  32 57 37.84088(N)    079 56 54.00456(W) AD(       ) 2
 CJ1010  NAD 27      -  32 57 37.21301(N)    079 56 54.69760(W) AD(       ) 2
 CJ1010  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG       
 CJ1010
 CJ1010.Superseded values are not recommended for survey control.
 CJ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1010.See file dsdata.txt to determine how the superseded data were derived.
 CJ1010
 CJ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9828847400(NAD 83)
 CJ1010_MARKER: DD = SURVEY DISK
 CJ1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CJ1010_STAMPING: 008 055 AZ MK 1982
 CJ1010_MARK LOGO: SCGS  
 CJ1010_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1010+STABILITY: SURFACE MOTION
 CJ1010
 CJ1010  HISTORY     - Date     Condition        Report By
 CJ1010  HISTORY     - 1982     MONUMENTED       SCGS
 CJ1010  HISTORY     - 19910508 MARK NOT FOUND   SCGS
 CJ1010  HISTORY     - 19930920 GOOD             SCGS
 CJ1010  HISTORY     - 20031125 MARK NOT FOUND   SCGS
 CJ1010
 CJ1010                          STATION DESCRIPTION
 CJ1010
 CJ1010'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1010'NOT RECOVERED, UNABLE TO GAIN ACCESS TO A RESTRICTED AREA.
 CJ1010'RECOVERY BY J.R. WERNER.
 CJ1010
 CJ1010                          STATION RECOVERY (1993)
 CJ1010
 CJ1010'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ1010'STATION IS LOCATED 6.5 MILES (10.5 KM) EAST SOUTHEAST OF GOOSE CREEK,
 CJ1010'6.0 MILES (9.7 KM) NORTHEAST OF NORTH CHARLESTON. OWNERSHIP--SCDOT,
 CJ1010'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1010'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CJ1010'52, 176 AND STATE ROAD 37 IN GOOSE CREEK, GO SOUTHEAST ON ROAD 37 FOR
 CJ1010'1.9 MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 29, BEAR LEFT ON
 CJ1010'ROAD 29 FOR 3.35 MILES (5.39 KM) TO THE STATION ON THE RIGHT NEAR A
 CJ1010'POWER POLE, 0.35 MILE (0.56 KM) WEST OF THE JUNCTION OF STATE ROAD
 CJ1010'503. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 14.0 METERS
 CJ1010'(45.9 FT) SOUTH OF THE CENTER OF THE ROAD, 29.9 METERS (98.1 FT) WEST
 CJ1010'OF THE TELEPHONE JUNCTION BOX, 1.9 METERS (6.2 FT) NORTH OF THE CHAIN
 CJ1010'LINK FENCE, 1.2 METERS (3.9 FT) EAST NORTHEAST OF THE POWER POLE.
 CJ1010
 CJ1010                          STATION RECOVERY (2003)
 CJ1010
 CJ1010'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CJ1010'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CJ1010'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CJ1010'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED TO BROKEN
 CJ1010'CONCRETE, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3201 ***********************************************************************
 DD3201  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3201  DESIGNATION -  008 056
 DD3201  PID         -  DD3201
 DD3201  STATE/COUNTY-  SC/BERKELEY
 DD3201  USGS QUAD   -  CORDESVILLE (1979)
 DD3201
 DD3201                         *CURRENT SURVEY CONTROL
 DD3201  ___________________________________________________________________
 DD3201* NAD 83(2001)-  33 09 02.31273(N)    079 57 25.75023(W)     ADJUSTED  
 DD3201* NAVD 88     -        10.54   (meters)      34.6    (feet)  GPS OBS   
 DD3201  ___________________________________________________________________
 DD3201  X           -     932,144.661 (meters)                     COMP
 DD3201  Y           -  -5,263,435.124 (meters)                     COMP
 DD3201  Z           -   3,467,946.286 (meters)                     COMP
 DD3201  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DD3201  ELLIP HEIGHT-         -22.21  (meters)          (10/01/04) GPS OBS
 DD3201  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DD3201
 DD3201  HORZ ORDER  -  FIRST
 DD3201  ELLP ORDER  -  FOURTH    CLASS I
 DD3201
 DD3201.The horizontal coordinates were established by GPS observations
 DD3201.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3201
 DD3201.The orthometric height was determined by GPS observations and a
 DD3201.high-resolution geoid model using precise GPS observation and
 DD3201.processing techniques.
 DD3201
 DD3201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3201
 DD3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3201
 DD3201.The ellipsoidal height was determined by GPS observations
 DD3201.and is referenced to NAD 83.
 DD3201
 DD3201.The geoid height was determined by GEOID03.
 DD3201
 DD3201;                    North         East     Units Scale Factor Converg.
 DD3201;SPC SC       -   146,577.977   706,873.700   MT  0.99983436   +0 34 41.4
 DD3201;SPC SC       -   480,898.87  2,319,139.44   iFT  0.99983436   +0 34 41.4
 DD3201;UTM  17      - 3,668,471.407   597,254.725   MT  0.99971662   +0 34 13.1
 DD3201
 DD3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3201!SPC SC       -   1.00000349  x   0.99983436  =   0.99983785
 DD3201!UTM  17      -   1.00000349  x   0.99971662  =   0.99972011
 DD3201
 DD3201|---------------------------------------------------------------------|
 DD3201| PID    Reference Object                     Distance      Geod. Az  |
 DD3201|                                                           dddmmss.s |
 DD3201| DD3672 008 056 RM 1                         21.234 METERS 27901     |
 DD3201| DD3202 008 056 RM 2                        129.831 METERS 34216     |
 DD3201|---------------------------------------------------------------------|
 DD3201
 DD3201                          SUPERSEDED SURVEY CONTROL
 DD3201
 DD3201  NAD 83(2001)-  33 09 02.31379(N)    079 57 25.74842(W) AD(       ) 2
 DD3201  NAD 83(1986)-  33 09 02.32464(N)    079 57 25.75002(W) AD(       ) 2
 DD3201  NAD 27      -  33 09 01.71374(N)    079 57 26.46238(W) AD(       ) 2
 DD3201  NGVD 29 (07/19/86)   11.4    (m)           37.     (f) VERT ANG       
 DD3201
 DD3201.Superseded values are not recommended for survey control.
 DD3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3201.See file dsdata.txt to determine how the superseded data were derived.
 DD3201
 DD3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9725568471(NAD 83)
 DD3201_MARKER: DD = SURVEY DISK
 DD3201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3201_STAMPING: HORZ 008 056 1982
 DD3201_MARK LOGO: SCGS  
 DD3201_PROJECTION: RECESSED 3 CENTIMETERS
 DD3201_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3201+STABILITY: SURFACE MOTION
 DD3201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3201+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 DD3201
 DD3201  HISTORY     - Date     Condition        Report By
 DD3201  HISTORY     - 1982     MONUMENTED       SCGS
 DD3201  HISTORY     - 20040105 GOOD             SCGS
 DD3201
 DD3201                          STATION DESCRIPTION
 DD3201
 DD3201'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3201'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF MONCKS
 DD3201'CORNER, ABOUT 4.8 KM (3.0 MI) SOUTH OF THE POINT WHERE STATE HIGHWAY
 DD3201'402 CROSSES THE WADBO CREEK, ABOUT 3.2 KM (2.0 MI) EAST OF THE WEST
 DD3201'BRANCH OF COOPER RIVER.
 DD3201'
 DD3201'TO REACH THE STATION FROM STATE HIGHWAY 402 AND HIGHWAY 44, ABOUT 4.0
 DD3201'KM (2.5 MI) EAST OF MONCKS CORNER, GO SOUTHERLY IN HIGHWAY 44 FOR 5.0
 DD3201'KM (3.1 MI) TO THE STATION ON LEFT IN A VACANT LOT.
 DD3201'
 DD3201'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3201'---008 056 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3201'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 33.4 METERS E FROM THE
 DD3201'CENTER OF HIGHWAY S-8-44, 24.1 METERS E FROM WITNESS POST, 27.1
 DD3201'METERS ESE FROM THE CENTER OF A FIELD ENTRANCE, AND 26.8 METERS ESE
 DD3201'FROM THE SOUTH OF A SMALL ROUND CEMENT CULVERT.
 DD3201'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3201'DISK STAMPED---008 056 1982---SET INTO AN IRREGULAR MASS OF
 DD3201'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3201'
 DD3201'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3201'DISK STAMPED---008 056 RM 1 1982---SET INTO THE TOP OF A ROUND
 DD3201'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE
 DD3201'GROUND LOCATED  9.4 METERS E FROM THE CENTER LINE OF HIGHWAY S-8-448,
 DD3201'9.0 METERS SE FROM THE CENTER OF A FIELD ENTRANCE,  3.6 METERS SE
 DD3201'FROM THE SOUTH END OF A SMALL ROUND CONCRETE CULVERT,  0.7 METERS N
 DD3201'FROM THE WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD3201'
 DD3201'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3201'DISK STAMPED---008 056 RM 2 1982---SET INTO THE TOP OF A ROUND
 DD3201'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3201'8.5 METERS W FROM THE CENTER OF HIGHWAY S-8-44,  1.5 METERS NE FROM
 DD3201'THE WITNESS POST,  0.7 METERS E FROM THE FENCE,  1.4 METERS W FROM
 DD3201'THE EDGE OF DITCH, AND IS LEVEL WITH THE STATION.
 DD3201'
 DD3201'TO REACH RM 2 FROM THE STATION, GO NORTHERLY ON HIGHWAY S-8-44 FOR
 DD3201'0.2 K (0.1 MI) TO RM 2 ON LEFT.
 DD3201
 DD3201                          STATION RECOVERY (2004)
 DD3201
 DD3201'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3201'STATION IS LOCATED 4.5 MILES SOUTHEAST OF MONCKS CORNER.
 DD3201'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 DD3201'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3201'JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE, 3.25  MILES NORTHEAST
 DD3201'OF MONCKS CORNER, GO SOUTH SOUTHWEST ON HIGHWAYS 52 AND 17  ALTERNATE
 DD3201'FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 402, TURN LEFT ON
 DD3201'HIGHWAY  402 FOR 2.0 MILES TO THE JUNCTION OF STATE ROAD 44 (DOCTOR
 DD3201'EVANS ROAD), TURN RIGHT ON  ROAD 44 FOR 3.05 MILES TO THE STATION ON
 DD3201'THE LEFT IN AN OPEN GRASSY AREA IN THE YARD OF  A MOBILE HOME NUMBER
 DD3201'1668. STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 DD3201'ROAD, 95.6 FEET  EAST OF THE CENTER OF THE ROAD, 54.7 FEET EAST OF A
 DD3201'POWER POLE WITH TRANSFORMER,  77.5 FEET EAST SOUTHEAST OF THE SOUTH
 DD3201'END OF A 1.5-FOOT CONCRETE PIPE CULVERT  BENEATH A YARD ACCESS
 DD3201'ENTRANCE, 50.3 FEET NORTHWEST OF THE NORTHWEST CORNER  OF THE MOBILE
 DD3201'HOME, 23.6 FEET SOUTHEAST OF A 0.8-FOOT QUAD TRUNKED PIN OAK TREE.
 DD3201'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008 056 RM 2.
 DD3201'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3202 ***********************************************************************
 DD3202  DESIGNATION -  008 056 RM 2
 DD3202  PID         -  DD3202
 DD3202  STATE/COUNTY-  SC/BERKELEY
 DD3202  USGS QUAD   -  CORDESVILLE (1979)
 DD3202
 DD3202                         *CURRENT SURVEY CONTROL
 DD3202  ___________________________________________________________________
 DD3202* NAD 83(2001)-  33 09 06.32659(N)    079 57 27.27682(W)     ADJUSTED  
 DD3202* NAVD 88     -        11.1    (meters)      36.     (feet)  VERT ANG  
 DD3202  ___________________________________________________________________
 DD3202  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DD3202  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DD3202
 DD3202  HORZ ORDER  -  THIRD
 DD3202
 DD3202.The horizontal coordinates were established by classical geodetic methods
 DD3202.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3202
 DD3202.The orthometric height was determined by vertical angle observations.
 DD3202
 DD3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3202
 DD3202.The geoid height was determined by GEOID03.
 DD3202
 DD3202;                    North         East     Units Scale Factor Converg.
 DD3202;SPC SC       -   146,701.208   706,832.899   MT  0.99983418   +0 34 40.5
 DD3202;SPC SC       -   481,303.18  2,319,005.57   iFT  0.99983418   +0 34 40.5
 DD3202;UTM  17      - 3,668,594.629   597,213.947   MT  0.99971652   +0 34 12.4
 DD3202
 DD3202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3202!SPC SC       -   1.00000340  x   0.99983418  =   0.99983758
 DD3202!UTM  17      -   1.00000340  x   0.99971652  =   0.99971992
 DD3202
 DD3202                          SUPERSEDED SURVEY CONTROL
 DD3202
 DD3202  NAD 83(2001)-  33 09 06.32766(N)    079 57 27.27510(W) AD(       ) 2
 DD3202  NAD 83(1986)-  33 09 06.33850(N)    079 57 27.27671(W) AD(       ) 2
 DD3202  NAD 27      -  33 09 05.72775(N)    079 57 27.98886(W) AD(       ) 2
 DD3202  NGVD 29 (07/19/86)   11.4    (m)           37.     (f) VERT ANG       
 DD3202
 DD3202.Superseded values are not recommended for survey control.
 DD3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3202.See file dsdata.txt to determine how the superseded data were derived.
 DD3202
 DD3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9721468595(NAD 83)
 DD3202_MARKER: DD = SURVEY DISK
 DD3202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3202_SP_SET: CONCRETE POST
 DD3202_STAMPING: 008 056 RM 2 1982
 DD3202_MARK LOGO: SCGS  
 DD3202_PROJECTION: PROJECTING 3 CENTIMETERS
 DD3202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3202+STABILITY: SURFACE MOTION
 DD3202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3202+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 DD3202
 DD3202  HISTORY     - Date     Condition        Report By
 DD3202  HISTORY     - 1981     MONUMENTED       SCGS
 DD3202  HISTORY     - 19930920 GOOD             SCGS
 DD3202  HISTORY     - 20040105 GOOD             SCGS
 DD3202
 DD3202                          STATION DESCRIPTION
 DD3202
 DD3202'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3202'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTHEAST OF MONCKS CORNER.
 DD3202'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3202'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3202'JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE, 3.3 MILES (5.3 KM)
 DD3202'NORTHEAST OF MONCKS CORNER, GO SOUTHWEST ON HIGHWAYS 52 AND 17
 DD3202'ALTERNATE FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE HIGHWAY 402,
 DD3202'TURN LEFT ON HIGHWAY 402 FOR 0.25 MILE (0.40 KM) TO A PAVED ROAD LEFT
 DD3202'(DEAD END)AND HIGHWAY 402 RIGHT, TURN RIGHT ON HIGHWAY 402 FOR 1.8
 DD3202'MILES (2.9 KM) TO THE BRIDGE OVER THE WADBOO CREEK, CONTINUE ON
 DD3202'HIGHWAY 402 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 44,
 DD3202'TURN RIGHT ON ROAD 44 FOR 3.0 MILES (4.8 KM) TO THE STATION ON THE
 DD3202'RIGHT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 8.5 METERS
 DD3202'(27.9 FT) WEST OF THE CENTER OF THE ROAD, 1.5 METERS (4.9 FT)
 DD3202'NORTHEAST OF THE WITNESS POST, 0.7 METER (2.3 FT) EAST OF A FENCE, 1.4
 DD3202'METERS (4.6 FT) WEST OF THE EDGE OF A DITCH.
 DD3202
 DD3202                          STATION RECOVERY (2004)
 DD3202
 DD3202'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3202'STATION IS LOCATED 4.4 MILES SOUTHEAST OF MONCKS CORNER.
 DD3202'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 DD3202'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3202'JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE, 3.25  MILES NORTHEAST
 DD3202'OF MONCKS CORNER, GO SOUTH SOUTHWEST ON HIGHWAYS 52 AND 17  ALTERNATE
 DD3202'FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 402, TURN LEFT ON
 DD3202'HIGHWAY  402 FOR 2.0 MILES TO THE JUNCTION OF STATE ROAD 44 (DOCTOR
 DD3202'EVANS ROAD), TURN RIGHT ON  ROAD 44 FOR 2.95 MILES TO THE STATION ON
 DD3202'THE RIGHT AT THE EDGE OF A WOODED AREA. STATION IS A CONCRETE POST
 DD3202'PROJECTING 0.1 FOOT AND LEVEL WITH THE ROAD, 24.8  FEET WEST OF THE
 DD3202'CENTER OF THE ROAD, 1.1 FEET EAST OF A WITNESS POST. NOTE-STATION IS
 DD3202'INTERVISIBLE WITH SURVEY STATION 008 056. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1938 ***********************************************************************
 DE1938  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1938  DESIGNATION -  008 057
 DE1938  PID         -  DE1938
 DE1938  STATE/COUNTY-  SC/BERKELEY
 DE1938  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1938
 DE1938                         *CURRENT SURVEY CONTROL
 DE1938  ___________________________________________________________________
 DE1938* NAD 83(2001)-  33 07 31.91021(N)    080 13 20.61887(W)     ADJUSTED  
 DE1938* NAVD 88     -        22.56   (meters)      74.0    (feet)  GPS OBS   
 DE1938  ___________________________________________________________________
 DE1938  X           -     908,028.892 (meters)                     COMP
 DE1938  Y           -  -5,269,204.590 (meters)                     COMP
 DE1938  Z           -   3,465,621.023 (meters)                     COMP
 DE1938  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DE1938  ELLIP HEIGHT-          -9.72  (meters)          (10/16/03) GPS OBS
 DE1938  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DE1938
 DE1938  HORZ ORDER  -  FIRST
 DE1938  ELLP ORDER  -  FOURTH    CLASS II
 DE1938
 DE1938.The horizontal coordinates were established by GPS observations
 DE1938.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DE1938
 DE1938.The orthometric height was determined by GPS observations and a
 DE1938.high-resolution geoid model using precise GPS observation and
 DE1938.processing techniques.
 DE1938
 DE1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1938
 DE1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1938
 DE1938.The ellipsoidal height was determined by GPS observations
 DE1938.and is referenced to NAD 83.
 DE1938
 DE1938.The geoid height was determined by GEOID03.
 DE1938
 DE1938;                    North         East     Units Scale Factor Converg.
 DE1938;SPC SC       -   143,575.533   682,154.275   MT  0.99983839   +0 25 52.0
 DE1938;SPC SC       -   471,048.34  2,238,038.96   iFT  0.99983839   +0 25 52.0
 DE1938;UTM  17      - 3,665,472.426   572,538.564   MT  0.99966488   +0 25 29.9
 DE1938
 DE1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1938!SPC SC       -   1.00000153  x   0.99983839  =   0.99983992
 DE1938!UTM  17      -   1.00000153  x   0.99966488  =   0.99966641
 DE1938
 DE1938:                Primary Azimuth Mark                     Grid Az
 DE1938:SPC SC       -  008 057 AZ MK                            061 29 43.8
 DE1938:UTM  17      -  008 057 AZ MK                            061 30 05.9
 DE1938
 DE1938|---------------------------------------------------------------------|
 DE1938| PID    Reference Object                     Distance      Geod. Az  |
 DE1938|                                                           dddmmss.s |
 DE1938| DE1937 008 057 AZ MK                       APPROX. 0.6 KM 0615535.8 |
 DE1938| DE2575 008 057 RM 1                         14.167 METERS 33831     |
 DE1938|---------------------------------------------------------------------|
 DE1938
 DE1938                          SUPERSEDED SURVEY CONTROL
 DE1938
 DE1938  NAD 83(1986)-  33 07 31.92056(N)    080 13 20.62180(W) AD(       ) 1
 DE1938  NAD 83(1986)-  33 07 31.91834(N)    080 13 20.61957(W) AD(       ) 2
 DE1938  NAD 27      -  33 07 31.31985(N)    080 13 21.27600(W) AD(       ) 2
 DE1938  NGVD 29 (07/19/86)   23.0    (m)           75.     (f) VERT ANG       
 DE1938
 DE1938.Superseded values are not recommended for survey control.
 DE1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1938.See file dsdata.txt to determine how the superseded data were derived.
 DE1938
 DE1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7253965472(NAD 83)
 DE1938_MARKER: DD = SURVEY DISK
 DE1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1938_STAMPING: HORZ 008 057 1982
 DE1938_MARK LOGO: SCGS  
 DE1938_PROJECTION: FLUSH
 DE1938_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1938+STABILITY: SURFACE MOTION
 DE1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1938+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 DE1938
 DE1938  HISTORY     - Date     Condition        Report By
 DE1938  HISTORY     - 1982     MONUMENTED       SCGS
 DE1938  HISTORY     - 19970618 GOOD             USPSQD
 DE1938  HISTORY     - 20020910 GOOD             SCGS
 DE1938  HISTORY     - 20040105 GOOD             SCGS
 DE1938
 DE1938                          STATION DESCRIPTION
 DE1938
 DE1938'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1938'THE STATION IS LOCATED ABOUT 20.1 KM (12.0 MI) WEST-SOUTHWEST OF
 DE1938'GOOSE CREEK, ABOUT 0.8 KM (0.5 MI) NORTH OF INTERSTATE HIGHWAY 26, ON
 DE1938'THE RIGHT-OF-WAY OF COUNTY ROAD 47.  FOR INFORMATION CONTACT--  GEORGE
 DE1938'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DE1938'29202, PHONE (803) 758-3414.
 DE1938'
 DE1938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 176 AND 17A,
 DE1938'ABOUT 4.8 KM (3.0 MI) NORTHEAST OF SUMMERVILLE, GO NORTHWEST ON U.S.
 DE1938'HIGHWAY 176 FOR 11.6 KM (7.2 MI) TO SIDE ROAD RIGHT, S-8-467.
 DE1938'CONTINUE AHEAD ON U.S. HIGHWAY 176 FOR 1.8 KM (1.15 MI) TO A SIDE
 DE1938'ROAD LEFT, GO SOUTHWEST ON HIGHWAY S-8-32 FOR 4.6 KM (2.85 MI) TO
 DE1938'REVERSE FORK ON RIGHT AND HIGHWAY S-8-47 0.6 KM (0.4 MI) TO STATION.
 DE1938'
 DE1938'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1938'---008 057 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1938'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.5 METERS SSE FROM
 DE1938'FROM CENTER OF S-8-47,  6.6 METERS ESE FROM TELEPHONE JUNCTION
 DE1938'BOX NO BBBB-10,  5.5 METERS SSW FROM POWER POLE, 22.4 METERS ENE
 DE1938'FROM FIELD ENTRANCE WAY, AND 24.5 METERS FROM POWER POLE NO
 DE1938'9-97-C.
 DE1938'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1938'DISK STAMPED---008 057 1982---SET INTO AN IRREGULAR MASS OF
 DE1938'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1938'
 DE1938'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1938'DISK STAMPED---008 059 RM 1 1982---SET INTO THE TOP OF A ROUND
 DE1938'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1938'8.7 METERS NNW FROM CENTER OF S-8-47, 19.5 METERS ENE FROM
 DE1938'POWER POLE NO 9-97-C,  0.8 METERS SSE FROM WIRE FENCE, 18.3
 DE1938'METERS NW FROM TELEPHONE JUNCTION BOX NO BBBB-10, AND IS LEVEL
 DE1938'WITH THE STATION.
 DE1938'
 DE1938'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1938'STAMPED---008 057 1982 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DE1938'MONUMENT FLUSH WITH THE GROUND LOCATED  8.7 METERS SSE FROM
 DE1938'CENTER OF S-8-47, 12.2 METERS S FROM INTERSECTION OF S-8-32 AND
 DE1938'S-8-47,  1.6 METERS NNW FROM WIRE FENCE, AND 21.3 METERS ENE
 DE1938'FROM POWER POLE NO BBBB-8.
 DE1938'TO REACH THE AZIMUTH MARK FROM STATION, GO EASTERLY FOR 0.6 KM (0.4
 DE1938'MI) TO A FORK IN ROAD AND MARK ON RIGHT.
 DE1938
 DE1938                          STATION RECOVERY (1997)
 DE1938
 DE1938'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1938'RECOVERED IN GOOD CONDITION.
 DE1938
 DE1938                          STATION RECOVERY (2002)
 DE1938
 DE1938'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1938'STATION IS LOCATED 5.75 MILES EAST NORTHEAST OF RIDGEVILLE, 13.05
 DE1938'MILES WEST SOUTHWEST
 DE1938'OF MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE1938'BOX 191,
 DE1938'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE1938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 176 (SOUTH
 DE1938'LIVE OAK DRIVE) AND 17
 DE1938'ALTERNATE (STATE ROAD), 5.45 MILES NORTH OF LADSON, GO NORTHWEST ON
 DE1938'HIGHWAY 176 FOR 8.2
 DE1938'MILES TO THE JUNCTION OF STATE ROAD 32 (CYPRESS CAMPGROUND ROAD), TURN
 DE1938'LEFT ON ROAD 32
 DE1938'FOR 3.2 MILES TO THE STATION ON THE LEFT NEAR A TELEPHONE JUNCTION BOX
 DE1938'IN THE YARD OF A
 DE1938'TWO STORY WOODEN HOUSE NUMBER 1691.
 DE1938'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1938'ROAD, 17.4 FEET
 DE1938'SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 17.3 FEET NORTH NORTHEAST
 DE1938'OF A POWER LINE
 DE1938'STUB POLE, 21.5 FEET WEST OF A TELEPHONE JUNCTION BOX NUMBER 50140/52,
 DE1938'168.0 FEET WEST
 DE1938'SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO THE HOUSE,
 DE1938'53.5 FEET
 DE1938'NORTHEAST OF A 1.5-FOOT PECAN TREE.
 DE1938'RECOVERED BY T. HALL.
 DE1938' 
 DE1938' 
 DE1938'
 DE1938
 DE1938                          STATION RECOVERY (2004)
 DE1938
 DE1938'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1938'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1937 ***********************************************************************
 DE1937  DESIGNATION -  008 057 AZ MK
 DE1937  PID         -  DE1937
 DE1937  STATE/COUNTY-  SC/BERKELEY
 DE1937  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1937
 DE1937                         *CURRENT SURVEY CONTROL
 DE1937  ___________________________________________________________________
 DE1937* NAD 83(2001)-  33 07 41.24909(N)    080 12 59.80777(W)     ADJUSTED  
 DE1937* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 DE1937  ___________________________________________________________________
 DE1937  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 DE1937  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DE1937
 DE1937  HORZ ORDER  -  SECOND
 DE1937
 DE1937.The horizontal coordinates were established by classical geodetic methods
 DE1937.and adjusted by the National Geodetic Survey in March 2004..
 DE1937
 DE1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1937
 DE1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1937
 DE1937.The geoid height was determined by GEOID03.
 DE1937
 DE1937;                    North         East     Units Scale Factor Converg.
 DE1937;SPC SC       -   143,867.258   682,691.465   MT  0.99983796   +0 26 03.5
 DE1937;SPC SC       -   472,005.44  2,239,801.39   iFT  0.99983796   +0 26 03.5
 DE1937;UTM  17      - 3,665,764.044   573,075.694   MT  0.99966584   +0 25 41.3
 DE1937
 DE1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1937!SPC SC       -   1.00000161  x   0.99983796  =   0.99983957
 DE1937!UTM  17      -   1.00000161  x   0.99966584  =   0.99966745
 DE1937
 DE1937                          SUPERSEDED SURVEY CONTROL
 DE1937
 DE1937  NAD 83(1986)-  33 07 41.25659(N)    080 12 59.80809(W) AD(       ) 2
 DE1937  NAD 27      -  33 07 40.65832(N)    080 13 00.46510(W) AD(       ) 2
 DE1937  NGVD 29 (07/19/86)   22.3    (m)           73.     (f) VERT ANG       
 DE1937
 DE1937.Superseded values are not recommended for survey control.
 DE1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1937.See file dsdata.txt to determine how the superseded data were derived.
 DE1937
 DE1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7307665764(NAD 83)
 DE1937_MARKER: DD = SURVEY DISK
 DE1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1937_SP_SET: CONCRETE POST
 DE1937_STAMPING: 008 057 1982 AZ MK
 DE1937_MARK LOGO: SCGS  
 DE1937_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1937+STABILITY: SURFACE MOTION
 DE1937
 DE1937  HISTORY     - Date     Condition        Report By
 DE1937  HISTORY     - 1982     MONUMENTED       SCGS
 DE1937  HISTORY     - 19930920 GOOD             SCGS
 DE1937  HISTORY     - 20020910 MARK NOT FOUND   SCGS
 DE1937
 DE1937                          STATION DESCRIPTION
 DE1937
 DE1937'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1937'STATION IS LOCATED 12.0 MILES (19.3 KM) WEST SOUTHWEST OF GOOSE CREEK.
 DE1937'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1937'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1937'JUNCTION OF U.S. HIGHWAYS 176 AND 17 ALTERNATE, 5.0 MILES (8.0 KM)
 DE1937'NORTHEAST OF SUMMERVILLE, GO NORTHWEST ON HIGHWAY 176 FOR 7.2 MILES
 DE1937'(11.6 KM) TO THE JUNCTION OF STATE ROAD 467, CONTINUE ON HIGHWAY 176
 DE1937'FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 32, TURN LEFT
 DE1937'ON ROAD 32 FOR 2.8 MILES (4.5 KM) TO THE JUNCTION OF STATE ROAD 47
 DE1937'AND THE STATION ON THE LEFT NEAR A WIRE FENCE. STATION IS A CONCRETE
 DE1937'POST FLUSH WITH THE GROUND, 8.7 METERS (28.5 FT) SOUTH SOUTHEAST OF
 DE1937'THE CENTER OF ROAD 47, 12.2 METERS (40.0 FT) SOUTH OF THE
 DE1937'INTERSECTION OF ROAD 32 AND 47, 1.6 METERS (5.2 FT) NORTH NORTHWEST
 DE1937'OF THE FENCE LINE, 21.3 METERS (69.9 FT) EAST NORTHEAST OF A POWER
 DE1937'POLE BBBB-8.
 DE1937
 DE1937                          STATION RECOVERY (2002)
 DE1937
 DE1937'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1937'NOT RECOVERED, DISTANCES PULLED, A BROKEN CONCRETE POST WAS FOUND TWO
 DE1937'FEET DEEP AT
 DE1937'THE SITE, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME
 DE1937'GPS CORRECTIONS
 DE1937'FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO RESULTS,
 DE1937'PRESUMED DESTROYED.
 DE1937'RECOVERY BY T. HALL.
 DE1937' 
 DE1937' 
 DE1937'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1656 ***********************************************************************
 DE1656  DESIGNATION -  008 058
 DE1656  PID         -  DE1656
 DE1656  STATE/COUNTY-  SC/DORCHESTER
 DE1656  USGS QUAD   -  PRINGLETOWN (1987)
 DE1656
 DE1656                         *CURRENT SURVEY CONTROL
 DE1656  ___________________________________________________________________
 DE1656* NAD 83(2001)-  33 08 16.88530(N)    080 18 39.46039(W)     ADJUSTED  
 DE1656* NAVD 88     -        18.184  (meters)      59.66   (feet)  ADJUSTED  
 DE1656  ___________________________________________________________________
 DE1656  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 DE1656  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DE1656  DYNAMIC HT  -          18.165 (meters)      59.60  (feet)  COMP
 DE1656  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DE1656
 DE1656  HORZ ORDER  -  SECOND
 DE1656  VERT ORDER  -  FIRST     CLASS II
 DE1656
 DE1656.The horizontal coordinates were established by classical geodetic methods
 DE1656.and adjusted by the National Geodetic Survey in March 2004..
 DE1656
 DE1656.The orthometric height was determined by differential leveling
 DE1656.and adjusted by the National Geodetic Survey in June 1991..
 DE1656
 DE1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1656
 DE1656.The geoid height was determined by GEOID03.
 DE1656
 DE1656.The dynamic height is computed by dividing the NAVD 88
 DE1656.geopotential number by the normal gravity value computed on the
 DE1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1656.degrees latitude (g = 980.6199 gals.).
 DE1656
 DE1656.The modeled gravity was interpolated from observed gravity values.
 DE1656
 DE1656;                    North         East     Units Scale Factor Converg.
 DE1656;SPC SC       -   144,902.207   673,881.444   MT  0.99983636   +0 22 55.2
 DE1656;SPC SC       -   475,400.94  2,210,897.13   iFT  0.99983636   +0 22 55.2
 DE1656;UTM  17      - 3,666,799.690   564,267.352   MT  0.99965092   +0 22 36.1
 DE1656
 DE1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1656!SPC SC       -   1.00000219  x   0.99983636  =   0.99983855
 DE1656!UTM  17      -   1.00000219  x   0.99965092  =   0.99965311
 DE1656
 DE1656|---------------------------------------------------------------------|
 DE1656| PID    Reference Object                     Distance      Geod. Az  |
 DE1656|                                                           dddmmss.s |
 DE1656| DE1658 008 058 RM 1                          9.923 METERS 04121     |
 DE1656| DE1657 008 058 AZ MK                       494.556 METERS 2925244.4 |
 DE1656|---------------------------------------------------------------------|
 DE1656
 DE1656                          SUPERSEDED SURVEY CONTROL
 DE1656
 DE1656  NAD 83(1986)-  33 08 16.89623(N)    080 18 39.46242(W) AD(       ) 2
 DE1656  NAD 27      -  33 08 16.30055(N)    080 18 40.11377(W) AD(       ) 2
 DE1656  NGVD 29 (03/21/89)   18.481  (m)           60.63   (f) ADJUSTED    1 2
 DE1656
 DE1656.Superseded values are not recommended for survey control.
 DE1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1656.See file dsdata.txt to determine how the superseded data were derived.
 DE1656
 DE1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6426766800(NAD 83)
 DE1656_MARKER: DD = SURVEY DISK
 DE1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1656_SP_SET: CONCRETE POST
 DE1656_STAMPING: HORZ 008 058 1982
 DE1656_MARK LOGO: SCGS  
 DE1656_PROJECTION: FLUSH
 DE1656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1656+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 DE1656
 DE1656  HISTORY     - Date     Condition        Report By
 DE1656  HISTORY     - 1982     MONUMENTED       SCGS
 DE1656  HISTORY     - 1985     GOOD             SCGS
 DE1656  HISTORY     - 1987     GOOD             USPSQD
 DE1656  HISTORY     - 19930619 GOOD             USPSQD
 DE1656  HISTORY     - 20020911 GOOD             SCGS
 DE1656  HISTORY     - 20030621 GOOD             USPSQD
 DE1656
 DE1656                          STATION DESCRIPTION
 DE1656
 DE1656'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1656'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) NORTHWEST OF GOOSE
 DE1656'CREEK, ABOUT 32.2 KM (20 MI) WEST-SOUTHWEST OF MONCKS CORNER.  IN THE
 DE1656'NORTHWEST ANGLE OF THE JUNCTION OF INTERSTATE HIGHWAY 26 AND STATE
 DE1656'HIGHWAY 27.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DE1656'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DE1656'(803) 758-3414.
 DE1656'
 DE1656'NO TO REACH IS NEEDED FOR THIS STATION.
 DE1656'
 DE1656'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1656'---008 058 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1656'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 16.4 METERS WSW FROM THE
 DE1656'THE JUNCTION OF HIGHWAY S-8-27 AND WEST BOUND, FROM RAMP OF I-26,
 DE1656'58.5 METERS SW FROM THE POWER LINE POLE, 39.0 METERS NNE FROM THE
 DE1656'WEST BOUND LANE OF INTERSTATE HIGHWAY 26, AND 27.7 METERS S FROM THE
 DE1656'CENTER OF WEST BOUND ON RAMP TO I-26.
 DE1656'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1656'DISK STAMPED---008 058 1982---SET INTO AN IRREGULAR MASS OF
 DE1656'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DE1656'
 DE1656'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1656'DISK STAMPED---008 058 RM 1 1982---SET INTO THE TOP OF A ROUND
 DE1656'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1656'51.2 METERS W FROM THE POWER LINE POLE, 49.0 METERS NNE FROM THE
 DE1656'CENTER LINE OF WEST BOUND LANE OF INTERSTATE, FROM HIGHWAY 26, 19.5
 DE1656'METERS SW FROM THE CENTER OF ON RAMP TO INTERSTATE HIGHWAY 26, AND IS
 DE1656'LEVEL WITH THE STATION.
 DE1656'
 DE1656'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1656'STAMPED---008 058 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1656'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 20.4 METERS
 DE1656'SW FROM THE WEST BOUND LANE OF INTERSTATE HIGHWAY 26, 17.4 METERS SSE
 DE1656'FROM AN 18 INCH PINE TREE, 15.5 METERS ESE FROM AN 16 INCH PINE TREE,
 DE1656'14.2 METERS NE FROM THE CENTER OF EAST BOUND LANE OF INTERSTATE
 DE1656'HIGHWAY 26, AND 13.4 METERS ESE FROM THE END OF A 24 INCH ROUND
 DE1656'CONCRETE CULVERT.
 DE1656'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON
 DE1656'INTERSTATE 26 FOR 0.5 KM (0.3 MI) TO AZIMUTH MARK ON LEFT IN THE
 DE1656'MEDIAN STRIP OF INTERSTATE 26, JUST BEFORE REACHING A BUNCH OF TREES
 DE1656'IN THE MEDIAN.
 DE1656
 DE1656                          STATION RECOVERY (1985)
 DE1656
 DE1656'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1656'4.8 KM (3.0 MI) NORTH FROM RIDGEVILLE.
 DE1656'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1656'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1656'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 2.1 KILOMETERS (1.3
 DE1656'MILES) NORTHERLY ALONG STATE HIGHWAY 27, THENCE 0.1 KILOMETER (0.05
 DE1656'MILE) NORTHWEST ALONG THE INTERSTATE 26 WEST BOUND ON RAMP, SET NEAR
 DE1656'TWO BLAZED 10-INCH PINE TREES IN THE MEDIAN BETWEEN INTERSTATE 26 AND
 DE1656'THE ON RAMP, 58.8 METERS (192.91 FEET) WEST-SOUTHWEST OF POWER POLE
 DE1656'NUMBER 144224, 39.15 METERS (128.44 FEET) NORTH-NORTHEAST OF THE
 DE1656'CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE, 29.3 METERS (96.13
 DE1656'FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE WEST BOUND ON
 DE1656'RAMP, 10.36 METERS (33.99 FEET) SOUTH-SOUTHEAST OF THE WESTERN MOST
 DE1656'BLAZED 10-INCH PINE TREE, 10.15 METERS (33.3 FEET) WEST OF THE EASTERN
 DE1656'MOST BLAZED 10-INCH PINE TREE.
 DE1656'THE MARK IS 0.85 METERS  WNW FROM A WITNESS POST.
 DE1656'THE MARK IS 2.00 M BELOW ON RAMP.
 DE1656
 DE1656                          STATION RECOVERY (1987)
 DE1656
 DE1656'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 DE1656'RECOVERED IN GOOD CONDITION.
 DE1656
 DE1656                          STATION RECOVERY (1993)
 DE1656
 DE1656'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1656'RECOVERED IN GOOD CONDITION.
 DE1656
 DE1656                          STATION RECOVERY (2002)
 DE1656
 DE1656'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1656'STATION IS LOCATED 2.95 MILES NORTH OF RIDGEVILLE, 15.65 MILES EAST OF
 DE1656'SAINT GEORGE.
 DE1656'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DE1656'SC 29202, PHONE
 DE1656'803-737-1350.
 DE1656'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1656'187) AND STATE
 DE1656'HIGHWAY 27, 2.9 MILES NORTH OF RIDGEVILLE, GO NORTH NORTHEAST ON
 DE1656'HIGHWAY 27 FOR 0.05
 DE1656'MILE TO THE INTERSTATE 26 WESTBOUND ON-RAMP (R7871), TURN LEFT ON THE
 DE1656'ON-RAMP FOR 0.05
 DE1656'MILE TO THE STATION ON THE LEFT.
 DE1656'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW
 DE1656'THE RAMP, 96.3
 DE1656'FEET SOUTH SOUTHWEST OF THE CENTER OF THE ON-RAMP, 47.5 FEET SOUTHEAST
 DE1656'OF A
 DE1656'1.3-FOOT PINE TREE, 32.7 FEET SOUTHWEST OF SURVEY STATION 008 058 RM
 DE1656'1, 2.5 FEET
 DE1656'NORTHWEST OF A WITNESS POST.
 DE1656'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 058 AZ MK.
 DE1656'RECOVERED BY T. HALL.
 DE1656' 
 DE1656'
 DE1656
 DE1656                          STATION RECOVERY (2003)
 DE1656
 DE1656'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1657 ***********************************************************************
 DE1657  DESIGNATION -  008 058 AZ MK
 DE1657  PID         -  DE1657
 DE1657  STATE/COUNTY-  SC/DORCHESTER
 DE1657  USGS QUAD   -  PRINGLETOWN (1987)
 DE1657
 DE1657                         *CURRENT SURVEY CONTROL
 DE1657  ___________________________________________________________________
 DE1657* NAD 83(2001)-  33 08 23.12619(N)    080 18 57.04063(W)     ADJUSTED  
 DE1657* NAVD 88     -        19.415  (meters)      63.70   (feet)  ADJUSTED  
 DE1657  ___________________________________________________________________
 DE1657  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DE1657  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DE1657  DYNAMIC HT  -          19.394 (meters)      63.63  (feet)  COMP
 DE1657  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 DE1657
 DE1657  HORZ ORDER  -  SECOND
 DE1657  VERT ORDER  -  FIRST     CLASS II
 DE1657
 DE1657.The horizontal coordinates were established by classical geodetic methods
 DE1657.and adjusted by the National Geodetic Survey in March 2004..
 DE1657
 DE1657.The orthometric height was determined by differential leveling
 DE1657.and adjusted by the National Geodetic Survey in June 1991..
 DE1657
 DE1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1657
 DE1657.The geoid height was determined by GEOID03.
 DE1657
 DE1657.The dynamic height is computed by dividing the NAVD 88
 DE1657.geopotential number by the normal gravity value computed on the
 DE1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1657.degrees latitude (g = 980.6199 gals.).
 DE1657
 DE1657.The modeled gravity was interpolated from observed gravity values.
 DE1657
 DE1657;                    North         East     Units Scale Factor Converg.
 DE1657;SPC SC       -   145,091.411   673,424.598   MT  0.99983608   +0 22 45.5
 DE1657;SPC SC       -   476,021.69  2,209,398.29   iFT  0.99983608   +0 22 45.5
 DE1657;UTM  17      - 3,666,988.900   563,810.609   MT  0.99965020   +0 22 26.5
 DE1657
 DE1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1657!SPC SC       -   1.00000199  x   0.99983608  =   0.99983807
 DE1657!UTM  17      -   1.00000199  x   0.99965020  =   0.99965219
 DE1657
 DE1657                          SUPERSEDED SURVEY CONTROL
 DE1657
 DE1657  NAD 83(1986)-  33 08 23.13706(N)    080 18 57.04270(W) AD(       ) 2
 DE1657  NAD 27      -  33 08 22.54196(N)    080 18 57.69334(W) AD(       ) 2
 DE1657  NGVD 29 (03/21/89)   19.711  (m)           64.67   (f) ADJUSTED    1 2
 DE1657
 DE1657.Superseded values are not recommended for survey control.
 DE1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1657.See file dsdata.txt to determine how the superseded data were derived.
 DE1657
 DE1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6381166989(NAD 83)
 DE1657_MARKER: DD = SURVEY DISK
 DE1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1657_SP_SET: CONCRETE POST
 DE1657_STAMPING: AZ MK 008 058 1982
 DE1657_MARK LOGO: SCGS  
 DE1657_PROJECTION: RECESSED 3 CENTIMETERS
 DE1657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1657+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 DE1657
 DE1657  HISTORY     - Date     Condition        Report By
 DE1657  HISTORY     - 1982     MONUMENTED       SCGS
 DE1657  HISTORY     - 1985     GOOD             SCGS
 DE1657  HISTORY     - 19930612 GOOD             USPSQD
 DE1657  HISTORY     - 20020916 GOOD             SCGS
 DE1657  HISTORY     - 20030621 GOOD             USPSQD
 DE1657
 DE1657                          STATION DESCRIPTION
 DE1657
 DE1657'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1657'5.3 KM (3.3 MI) NORTH FROM RIDGEVILLE.
 DE1657'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1657'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1657'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 2.1 KILOMETERS (1.3
 DE1657'MILES) NORTHERLY ALONG STATE HIGHWAY 27, THENCE 0.6 KILOMETER (0.4
 DE1657'MILE) NORTHWEST ALONG INTERSTATE ON RAMP AND INTERSTATE 26, SET NEAR A
 DE1657'BLAZED 20-INCH PINE TREE IN THE MEDIAN, 20.5 METERS (67.26 FEET)
 DE1657'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANE OF
 DE1657'INTERSTATE, 14.17 METERS (46.49 FEET) NORTH-NORTHEAST OF THE
 DE1657'CENTERLINE OF THE EAST BOUND LANE OF THE INTERSTATE, 17.5 METERS
 DE1657'(57.41 FEET) SOUTH-SOUTHEAST OF THE BLAZED PINE TREE, 13.5 METERS
 DE1657'(44.29 FEET) EAST-SOUTHEAST OF THE NORTHEAST END OF A PIPE CULVERT.
 DE1657'THE MARK IS 0.48 METERS  SSW FROM A WITNESS POST.
 DE1657'THE MARK IS 0.60 M BELOW INTERSTATE.
 DE1657
 DE1657                          STATION RECOVERY (1993)
 DE1657
 DE1657'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1657'RECOVERED IN GOOD CONDITION.
 DE1657
 DE1657                          STATION RECOVERY (2002)
 DE1657
 DE1657'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1657'STATION IS LOCATED 2.95 MILES NORTH OF RIDGEVILLE, 15.65 MILES EAST OF
 DE1657'SAINT GEORGE.
 DE1657'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DE1657'SC 29202, PHONE
 DE1657'803-737-1350.
 DE1657'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1657'187) AND STATE
 DE1657'HIGHWAY 27, 2.9 MILES NORTH OF RIDGEVILLE, GO NORTH NORTHEAST ON
 DE1657'HIGHWAY 27 FOR 0.05
 DE1657'MILE TO THE INTERSTATE 26 WESTBOUND ON-RAMP (R7871), TURN LEFT ON THE
 DE1657'ON-RAMP FOR 0.4
 DE1657'MILE TO THE STATION ON THE LEFT SET NEAR A TRIPLE-TRUNKED SWEET GUM
 DE1657'TREE IN THE
 DE1657'WOODED MEDIAN.
 DE1657'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 1.5 FEET BELOW
 DE1657'INTERSTATE
 DE1657'HIGHWAY, 4.0 FEET SOUTH SOUTHEAST OF THE 2.0-FOOT TRIPLE TRUNKED SWEET
 DE1657'GUM TREE,
 DE1657'11.4 FEET NORTHWEST OF A 1.2-FOOT PINE TREE, 43.0 FEET NORTHWEST OF A
 DE1657'GRASSY TURN
 DE1657'AROUND PATH BETWEEN THE EAST AND WEST BOUND LANES OF THE INTERSTATE,
 DE1657'30.9 FEET
 DE1657'NORTH NORTHEAST OF THE NORTHEAST EDGE OF EASTBOUND INTERSTATE, 57.7
 DE1657'FEET SOUTH
 DE1657'SOUTHWEST OF THE SOUTHWEST EDGE OF THE WESTBOUND INTERSTATE, 1.5 FEET
 DE1657'SOUTH
 DE1657'SOUTHWEST OF A WITNESS POST.
 DE1657'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 058.
 DE1657'RECOVERED BY T. HALL.
 DE1657' 
 DE1657' 
 DE1657' 
 DE1657'
 DE1657
 DE1657                          STATION RECOVERY (2003)
 DE1657
 DE1657'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1658 ***********************************************************************
 DE1658  DESIGNATION -  008 058 RM 1
 DE1658  PID         -  DE1658
 DE1658  STATE/COUNTY-  SC/DORCHESTER
 DE1658  USGS QUAD   -  PRINGLETOWN (1987)
 DE1658
 DE1658                         *CURRENT SURVEY CONTROL
 DE1658  ___________________________________________________________________
 DE1658* NAD 83(1986)-  33 08 17.     (N)    080 18 39.     (W)     SCALED    
 DE1658* NAVD 88     -        18.584  (meters)      60.97   (feet)  ADJUSTED  
 DE1658  ___________________________________________________________________
 DE1658  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DE1658  DYNAMIC HT  -          18.564 (meters)      60.91  (feet)  COMP
 DE1658  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DE1658
 DE1658  VERT ORDER  -  FIRST     CLASS II
 DE1658
 DE1658.The horizontal coordinates were scaled from a topographic map and have
 DE1658.an estimated accuracy of +/- 6 seconds.
 DE1658
 DE1658.The orthometric height was determined by differential leveling
 DE1658.and adjusted by the National Geodetic Survey in June 1991..
 DE1658
 DE1658.The geoid height was determined by GEOID03.
 DE1658
 DE1658.The dynamic height is computed by dividing the NAVD 88
 DE1658.geopotential number by the normal gravity value computed on the
 DE1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1658.degrees latitude (g = 980.6199 gals.).
 DE1658
 DE1658.The modeled gravity was interpolated from observed gravity values.
 DE1658
 DE1658;                    North         East    Units  Estimated Accuracy
 DE1658;SPC SC       -   144,910.      673,890.      MT  (+/- 180 meters Scaled)
 DE1658
 DE1658                          SUPERSEDED SURVEY CONTROL
 DE1658
 DE1658  NGVD 29 (03/21/89)   18.881  (m)           61.95   (f) ADJUSTED    1 2
 DE1658
 DE1658.Superseded values are not recommended for survey control.
 DE1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1658.See file dsdata.txt to determine how the superseded data were derived.
 DE1658
 DE1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS642668(NAD 83)
 DE1658_MARKER: DD = SURVEY DISK
 DE1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1658_SP_SET: CONCRETE POST
 DE1658_STAMPING: RM 1 008 058 1982
 DE1658_MARK LOGO: SCGS  
 DE1658_PROJECTION: RECESSED 3 CENTIMETERS
 DE1658_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1658+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 DE1658
 DE1658  HISTORY     - Date     Condition        Report By
 DE1658  HISTORY     - 1982     MONUMENTED       SCGS
 DE1658  HISTORY     - 1985     GOOD             SCGS
 DE1658  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 DE1658  HISTORY     - 20020916 GOOD             SCGS
 DE1658  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 DE1658
 DE1658                          STATION DESCRIPTION
 DE1658
 DE1658'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1658'4.8 KM (3.0 MI) NORTH FROM RIDGEVILLE.
 DE1658'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1658'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1658'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 2.1 KILOMETERS (1.3
 DE1658'MILES) NORTHERLY ALONG STATE HIGHWAY 27, THENCE 0.1 KILOMETER (0.05
 DE1658'MILE) NORTHWEST ALONG THE INTERSTATE 26 WEST BOUND ON RAMP, SET NEAR
 DE1658'TWO BLAZED 10-INCH PINE TREES IN THE MEDIAN BETWEEN INTERSTATE 26 AND
 DE1658'THE ON RAMP, 51.54 METERS (169.09 FEET) WEST-SOUTHWEST OF POWER POLE
 DE1658'NUMBER 144224, 48.6 METERS (159.45 FEET) NORTH-NORTHEAST OF THE
 DE1658'CENTERLINE OF THE WEST BOUND LANE OF THE INTERSTATE, 20.58 METERS
 DE1658'(67.52 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE WEST
 DE1658'BOUND ON RAMP, 13.1 METERS (42.98 FEET) EAST OF THE WESTERN MOST
 DE1658'BLAZED 10-INCH PINE TREE, 11.52 METERS (37.8 FEET) NORTH-NORTHWEST OF
 DE1658'THE EASTERN MOST BLAZED 10-INCH PINE TREE, 9.99 METERS (32.78 FEET)
 DE1658'NORTHEAST OF STATION 008 058 SCGS.
 DE1658'THE MARK IS 9.80 METERS  NE FROM A WITNESS POST.
 DE1658'THE MARK IS 2.00 M BELOW ON RAMP.
 DE1658
 DE1658                          STATION RECOVERY (1993)
 DE1658
 DE1658'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1658'MARK NOT FOUND.
 DE1658
 DE1658                          STATION RECOVERY (2002)
 DE1658
 DE1658'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1658'STATION IS LOCATED 2.95 MILES NORTH OF RIDGEVILLE, 15.65 MILES EAST OF
 DE1658'SAINT GEORGE.
 DE1658'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DE1658'SC 29202, PHONE
 DE1658'803-737-1350.
 DE1658'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1658'187) AND STATE
 DE1658'HIGHWAY 27, 2.9 MILES NORTH OF RIDGEVILLE, GO NORTH NORTHEAST ON
 DE1658'HIGHWAY 27 FOR 0.05
 DE1658'MILE TO THE INTERSTATE 26 WESTBOUND ON-RAMP (R7871), TURN LEFT ON THE
 DE1658'ON-RAMP FOR 0.05
 DE1658'MILE TO THE STATION ON THE LEFT.
 DE1658'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 2.0 FEET BELOW THE
 DE1658'ON-RAMP, 32.7
 DE1658'FEET NORTHWEST OF SURVEY STATION 008 058, 65.5 FEET SOUTH SOUTHWEST OF
 DE1658'THE CENTER
 DE1658'OF THE ON-RAMP, 17.4 FEET WEST OF A 1.0-FOOT PINE TREE, 32.2 FEET
 DE1658'NORTHEAST OF A
 DE1658'WITNESS POST.
 DE1658'RECOVERED BY T. HALL.
 DE1658' 
 DE1658' 
 DE1658' 
 DE1658'
 DE1658
 DE1658                          STATION RECOVERY (2003)
 DE1658
 DE1658'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1658'SEARCHED NE OF 008 058 WITH MICRONTA 4001 METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3241 ***********************************************************************
 CK3241  DESIGNATION -  008 059
 CK3241  PID         -  CK3241
 CK3241  STATE/COUNTY-  SC/BERKELEY
 CK3241  USGS QUAD   -  LADSON (1979)
 CK3241
 CK3241                         *CURRENT SURVEY CONTROL
 CK3241  ___________________________________________________________________
 CK3241* NAD 83(2001)-  32 59 40.04446(N)    080 06 26.27106(W)     ADJUSTED  
 CK3241* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 CK3241  ___________________________________________________________________
 CK3241  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 CK3241  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CK3241
 CK3241  HORZ ORDER  -  SECOND
 CK3241
 CK3241.The horizontal coordinates were established by classical geodetic methods
 CK3241.and adjusted by the National Geodetic Survey in March 2004..
 CK3241
 CK3241.The orthometric height was scaled from a topographic map.
 CK3241
 CK3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3241
 CK3241.The geoid height was determined by GEOID03.
 CK3241
 CK3241;                    North         East     Units Scale Factor Converg.
 CK3241;SPC SC       -   129,128.227   693,018.625   MT  0.99986252   +0 29 41.7
 CK3241;SPC SC       -   423,649.04  2,273,683.15   iFT  0.99986252   +0 29 41.7
 CK3241;UTM  17      - 3,651,026.243   583,399.145   MT  0.99968576   +0 29 10.2
 CK3241
 CK3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3241!SPC SC       -   1.00000289  x   0.99986252  =   0.99986541
 CK3241!UTM  17      -   1.00000289  x   0.99968576  =   0.99968865
 CK3241
 CK3241|---------------------------------------------------------------------|
 CK3241| PID    Reference Object                     Distance      Geod. Az  |
 CK3241|                                                           dddmmss.s |
 CK3241| CK4409 008 059 RM 1                         22.260 METERS 22443     |
 CK3241| CK3242 008 059 AZ MK                       465.117 METERS 3055032.1 |
 CK3241|---------------------------------------------------------------------|
 CK3241
 CK3241                          SUPERSEDED SURVEY CONTROL
 CK3241
 CK3241  NAD 83(1986)-  32 59 40.05369(N)    080 06 26.27521(W) AD(       ) 2
 CK3241  NAD 83(1986)-  32 59 40.05540(N)    080 06 26.27334(W) AD(       ) 2
 CK3241  NAD 27      -  32 59 39.43283(N)    080 06 26.96210(W) AD(       ) 2
 CK3241  NGVD 29 (07/19/86)   14.5    (m)           48.     (f) VERT ANG       
 CK3241
 CK3241.Superseded values are not recommended for survey control.
 CK3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3241.See file dsdata.txt to determine how the superseded data were derived.
 CK3241
 CK3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8339951026(NAD 83)
 CK3241_MARKER: DD = SURVEY DISK
 CK3241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3241_SP_SET: CONCRETE POST
 CK3241_STAMPING: HORZ 008 059 1982
 CK3241_MARK LOGO: SCGS  
 CK3241_PROJECTION: RECESSED 30 CENTIMETERS
 CK3241_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3241+STABILITY: SURFACE MOTION
 CK3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3241+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 CK3241
 CK3241  HISTORY     - Date     Condition        Report By
 CK3241  HISTORY     - 1982     MONUMENTED       SCGS
 CK3241  HISTORY     - 1982     GOOD             SCGS
 CK3241  HISTORY     - 19910508 GOOD             SCGS
 CK3241  HISTORY     - 20020828 GOOD             SCGS
 CK3241
 CK3241                          STATION DESCRIPTION
 CK3241
 CK3241'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CK3241'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF GOOSE CREEK.
 CK3241'ABOUT 0.8 KM (0.5 MI) SOUTHWEST OF INTERSTATE HIGHWAY 26, ON THE
 CK3241'GROUNDS OF THE EXCHANGE PARK.
 CK3241'
 CK3241'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND 176 IN
 CK3241'GOOSE CREEK, GO SOUTHERLY ON U.S. HIGHWAY 52 FOR 3.4 KM (2.1 MI) TO
 CK3241'JUNCTION OF U.S. HIGHWAY 78, TURN RIGHT, GO WESTERLY ON U.S.  HIGHWAY
 CK3241'78 FOR 3.8 KM (2.4 MI) TO INTERSTATE HIGHWAY 26.  CONTINUE WESTERLY
 CK3241'ON U.S. HIGHWAY 78 FOR 1.6 KM (1.1 MI) TO JUNCTION OF HIGHWAY S-8-62.
 CK3241'CONTINUE AHEAD ON U.S. HIGHWAY 78 FOR 0.7 KM (0.45 MI) TO STATION ON
 CK3241'RIGHT, NEAR A ROUND SILO AT THE EXCHANGE PARK.
 CK3241'
 CK3241'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CK3241'---008 059 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CK3241'CM IN DIAMETER RECESSED 4 INCHES BELOW THE GROUND LOCATED 39.9 METERS
 CK3241'NNE FROM THE CENTER OF STATE HIGHWAY 78, 38.1 METERS WNW FROM THE
 CK3241'SOUTHWEST CORNER OF A PARKING LOT, 29.9 METERS N FROM THE POWER LINE
 CK3241'POLE NO 173 070,  6.1 METERS NNW FROM THE CENTER OF GRAVEL ROAD, AND
 CK3241'1.2 METERS SW FROM THE EDGE OF A ROUND SILO.
 CK3241'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CK3241'DISK STAMPED---008 059 1982---SET INTO AN IRREGULAR MASS OF
 CK3241'CONCRETE 1.2 METERS BELOW THE SURFACE.
 CK3241'
 CK3241'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CK3241'DISK STAMPED---008 059 RM 1 1982---SET INTO THE TOP OF A ROUND
 CK3241'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 CK3241'23.0 METERS SW FROM THE EDGE OF ROUND SILO, 17.7 METERS NNW FROM THE
 CK3241'CENTER OF STATE HIGHWAY 78, 14.0 METERS NW FROM THE POWER LIME POLE
 CK3241'NO 173 090,  1.7 METERS SW FROM THE CENTER OF GRAVEL ROAD, AND IS
 CK3241'LEVEL WITH THE STATION.
 CK3241'
 CK3241'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 CK3241'STAMPED---008 059 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 CK3241'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.7 METERS
 CK3241'NE FROM THE CENTER OF STATE HIGHWAY 78,  9.0 METERS ESE FROM THE
 CK3241'CENTER OF GRAVEL ROAD,  4.8 METERS NE FROM THE GATE POST, AND  8.6
 CK3241'METERS N FROM THE WITNESS POST.
 CK3241'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON GRAVEL
 CK3241'ROAD FOR 0.16 KM (0.1 MI) TO PAVED ROAD, BEAR LEFT ONTO STATE HIGHWAY
 CK3241'78 FOR 0.2 KM (0.15 MI) TO A SIDE ROAD RIGHT AND GATE AND AZIMUTH
 CK3241'MARK ON RIGHT.
 CK3241
 CK3241                          STATION RECOVERY (1982)
 CK3241
 CK3241'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK3241'RECOVERED IN GOOD CONDITION.
 CK3241
 CK3241                          STATION RECOVERY (1991)
 CK3241
 CK3241'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3241'STATION IS LOCATED IN LADSON AT THE FAIRGROUNDS.  OWNERSHIP--EXCHANGE
 CK3241'CLUB FAIR, P.O. BOX 762, LADSON, SC 29456, PHONE 803-572-3161.
 CK3241'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 78
 CK3241'(EXIT 205) AND INTERSTATE 26 (1.4 MILES SOUTHEAST OF LADSON), GO WEST
 CK3241'NORTHWEST ON HIGHWAY 78 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION OF
 CK3241'STATE ROAD 62 (COLLEGE PARK ROAD) IN LADSON, CONTINUE ON HIGHWAY 78
 CK3241'FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE RIGHT NEAR AN OLD GRAIN
 CK3241'SILO AT THE LADSON EXCHANGE PARK.
 CK3241'STATION IS A CONCRETE POST RECESSED 7-INCHES AND LEVEL WITH THE
 CK3241'HIGHWAY, 98.3 FEET (30.0 M) NORTHEAST OF THE CENTER OF THE NORTHBOUND
 CK3241'LANES OF THE HIGHWAY, 102.5 FEET (31.2 M) EAST SOUTHEAST OF A 20-INCH
 CK3241'LEANING PINE TREE, 45.1 FEET (13.7 M) NORTH NORTHEAST OF A 28-INCH
 CK3241'LONE OAK TREE, 82.9 FEET (25.3 M) NORTH NORTHEAST OF A POWER POLE
 CK3241'C-35866, 3.6 FEET (1.1 M) WEST OF THE WESTERN MOST EDGE OF THE SILO.
 CK3241'STATION IS INTERVISIBLE WITH STATION 008 059 AZ MK.
 CK3241'RECOVERED BY J.R. WERNER.
 CK3241
 CK3241                          STATION RECOVERY (2002)
 CK3241
 CK3241'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3241'STATION IS LOCATED 4.3 MILES EAST OF SUMMERVILLE. 14.85 MILES SOUTH
 CK3241'SOUTHWEST OF
 CK3241'MONCKS CORNER. OWNERSHIP--EXCHANGE CLUB FAIR, P.O. BOX 762, LADSON, SC
 CK3241'29456, PHONE
 CK3241'843-572-3161.
 CK3241'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 CK3241'203) AND
 CK3241'STATE ROAD 62 (COLLEGE PARK ROAD), 1.3 MILES NORTHEAST OF LADSON, GO
 CK3241'SOUTHWEST ON
 CK3241'ROAD 62 FOR 0.75 MILE TO THE JUNCTION OF U.S. HIGHWAY 78, TURN RIGHT
 CK3241'ON HIGHWAY 78 FOR
 CK3241'0.5 MILE TO THE STATION ON THE RIGHT NEAR THE EDGE OF A LARGE TERRA
 CK3241'COTTA TILED SILO
 CK3241'INSIDE THE FENCE AND THE EXCHANGE PARK/FAIR GROUNDS.
 CK3241'STATION IS A CONCRETE POST RECESSED 1.0 FOOT, 3.8 FEET WEST OF THE
 CK3241'WEST FACE OF THE
 CK3241'SILO, 68.5 FEET NORTHEAST OF THE WOODEN FENCE LINE ON THE NORTHEAST
 CK3241'SIDE OF THE
 CK3241'HIGHWAY, 45.3 FEET NORTH NORTHEAST OF A 2.0-FOOT OAK TREE.
 CK3241'NOTE-STATION IS  INTERVISIBLE WITH SURVEY STATION 008 059 AZ MK.
 CK3241'RECOVERED BY T. HALL.
 CK3241' 
 CK3241' 
 CK3241' 
 CK3241' 
 CK3241'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3242 ***********************************************************************
 CK3242  HT_MOD      -  This is a Height Modernization Survey Station.
 CK3242  DESIGNATION -  008 059 AZ MK
 CK3242  PID         -  CK3242
 CK3242  STATE/COUNTY-  SC/BERKELEY
 CK3242  USGS QUAD   -  LADSON (1979)
 CK3242
 CK3242                         *CURRENT SURVEY CONTROL
 CK3242  ___________________________________________________________________
 CK3242* NAD 83(2001)-  32 59 48.88488(N)    080 06 40.79484(W)     ADJUSTED  
 CK3242* NAVD 88     -        13.35   (meters)      43.8    (feet)  GPS OBS   
 CK3242  ___________________________________________________________________
 CK3242  X           -     919,576.038 (meters)                     COMP
 CK3242  Y           -  -5,275,092.848 (meters)                     COMP
 CK3242  Z           -   3,453,660.985 (meters)                     COMP
 CK3242  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CK3242  ELLIP HEIGHT-         -19.23  (meters)          (10/16/03) GPS OBS
 CK3242  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 CK3242
 CK3242  HORZ ORDER  -  FIRST
 CK3242  ELLP ORDER  -  FOURTH    CLASS II
 CK3242
 CK3242.The horizontal coordinates were established by GPS observations
 CK3242.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 CK3242
 CK3242.The orthometric height was determined by GPS observations and a
 CK3242.high-resolution geoid model using precise GPS observation and
 CK3242.processing techniques.
 CK3242
 CK3242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3242
 CK3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3242
 CK3242.The ellipsoidal height was determined by GPS observations
 CK3242.and is referenced to NAD 83.
 CK3242
 CK3242.The geoid height was determined by GEOID03.
 CK3242
 CK3242;                    North         East     Units Scale Factor Converg.
 CK3242;SPC SC       -   129,397.275   692,639.300   MT  0.99986202   +0 29 33.6
 CK3242;SPC SC       -   424,531.74  2,272,438.65   iFT  0.99986202   +0 29 33.6
 CK3242;UTM  17      - 3,651,295.301   583,019.928   MT  0.99968498   +0 29 02.4
 CK3242
 CK3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3242!SPC SC       -   1.00000302  x   0.99986202  =   0.99986504
 CK3242!UTM  17      -   1.00000302  x   0.99968498  =   0.99968800
 CK3242
 CK3242                          SUPERSEDED SURVEY CONTROL
 CK3242
 CK3242  NAD 83(1986)-  32 59 48.89428(N)    080 06 40.79881(W) AD(       ) 1
 CK3242  NAD 83(1986)-  32 59 48.89579(N)    080 06 40.79710(W) AD(       ) 2
 CK3242  NAD 27      -  32 59 48.27388(N)    080 06 41.48508(W) AD(       ) 2
 CK3242  NGVD 29 (07/19/86)   13.8    (m)           45.     (f) VERT ANG       
 CK3242
 CK3242.Superseded values are not recommended for survey control.
 CK3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3242.See file dsdata.txt to determine how the superseded data were derived.
 CK3242
 CK3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8302051295(NAD 83)
 CK3242_MARKER: DD = SURVEY DISK
 CK3242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3242_SP_SET: CONCRETE POST
 CK3242_STAMPING: AZ MK 008 059 1982
 CK3242_MARK LOGO: SCGS  
 CK3242_PROJECTION: FLUSH
 CK3242_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3242+STABILITY: SURFACE MOTION
 CK3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3242+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 CK3242
 CK3242  HISTORY     - Date     Condition        Report By
 CK3242  HISTORY     - 1982     MONUMENTED       SCGS
 CK3242  HISTORY     - 19910508 GOOD             SCGS
 CK3242  HISTORY     - 20020828 GOOD             SCGS
 CK3242  HISTORY     - 20040105 GOOD             SCGS
 CK3242
 CK3242                          STATION DESCRIPTION
 CK3242
 CK3242'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3242'STATION IS LOCATED AT THE NORTH ENTRANCE GATE OF THE FAIRGROUNDS IN
 CK3242'LADSON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK3242'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3242'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 78
 CK3242'(EXIT 205) AND INTERSTATE 26 (1.4 MILES SOUTHEAST OF LADSON), GO WEST
 CK3242'NORTHWEST ON HIGHWAY 78 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION OF
 CK3242'STATE ROAD 62 (COLLEGE PARK ROAD) IN LADSON, CONTINUE ON HIGHWAY 78
 CK3242'FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE
 CK3242'WITH SECURITY LIGHT AND AN ELECTRICAL METER IN THE EAST ANGLE OF THE
 CK3242'NORTH ENTRANCE DRIVE TO THE LADSON EXCHANGE PARK.
 CK3242'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3242'HIGHWAY, 57.7 FEET (17.6 M) NORTHEAST OF THE CENTER OF THE HIGHWAY,
 CK3242'6.2 FEET (1.9 M) NORTHWEST OF THE POWER POLE, 116.8 FEET (35.6 M)
 CK3242'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD PARALLEL TO THE HIGHWAY, 32.3
 CK3242'FEET (9.8 M) SOUTHEAST OF THE CENTER OF THE ENTRANCE DRIVE, 15.5 FEET
 CK3242'(4.7 M) EAST SOUTHEAST OF THE GATE POST WHERE THE GATE IS ATTACHED,
 CK3242'1.8 FEET (0.5 M) NORTH OF A WITNESS POST.
 CK3242'STATION IS INTERVISIBLE WITH STATION 008 059.
 CK3242'RECOVERED BY J.R. WERNER.
 CK3242
 CK3242                          STATION RECOVERY (2002)
 CK3242
 CK3242'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3242'STATION IS LOCATED 4.05 MILES EAST SOUTHEAST OF SUMMERVILLE, 14.8
 CK3242'MILES SOUTH SOUTHWEST
 CK3242'OF MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 CK3242'BOX 191,
 CK3242'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3242' 
 CK3242'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 CK3242'203) AND STATE
 CK3242'ROAD 62 (COLLEGE PARK ROAD), 1.3 MILES NORTHEAST OF LADSON, GO
 CK3242'SOUTHWEST ON ROAD 62 FOR
 CK3242'0.75 MILE TO THE JUNCTION OF U.S. HIGHWAY 78, TURN RIGHT ON HIGHWAY 78
 CK3242'FOR 0.75 MILE TO THE
 CK3242'STATION NEAR A SECURITY LIGHT POLE IN THE EAST ANGLE OF A PAVED ROAD
 CK3242'RIGHT ON THE
 CK3242'NORTHWEST SIDE OF THE EXCHANGE PARK/FAIRGROUNDS.
 CK3242' 
 CK3242'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3242'HIGHWAY, 6.1
 CK3242'FEET NORTHWEST OF THE SECURITY LIGHT POLE, 15.3 FEET EAST OF THE
 CK3242'SOUTHEAST METAL
 CK3242'GATE POST, 38.0 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE DRIVE,
 CK3242'17.8 FEET
 CK3242'NORTHEAST OF A WOODEN FENCE LINE ON THE NORTHEAST SIDE OF THE HIGHWAY,
 CK3242'2.2 FEET
 CK3242'NORTH OF A WITNESS POST.
 CK3242'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 008 059.
 CK3242'RECOVERED BY T. HALL.
 CK3242' 
 CK3242' 
 CK3242'
 CK3242
 CK3242                          STATION RECOVERY (2004)
 CK3242
 CK3242'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK3242'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1645 ***********************************************************************
 DE1645  DESIGNATION -  008 060
 DE1645  PID         -  DE1645
 DE1645  STATE/COUNTY-  SC/BERKELEY
 DE1645  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1645
 DE1645                         *CURRENT SURVEY CONTROL
 DE1645  ___________________________________________________________________
 DE1645* NAD 83(2001)-  33 13 04.49569(N)    080 14 33.91791(W)     ADJUSTED  
 DE1645* NAVD 88     -        24.921  (meters)      81.76   (feet)  ADJUSTED  
 DE1645  ___________________________________________________________________
 DE1645  X           -     905,206.606 (meters)                     COMP
 DE1645  Y           -  -5,264,003.932 (meters)                     COMP
 DE1645  Z           -   3,474,198.796 (meters)                     COMP
 DE1645  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DE1645  ELLIP HEIGHT-          -7.19  (meters)          (10/01/04) GPS OBS
 DE1645  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DE1645  DYNAMIC HT  -          24.895 (meters)      81.68  (feet)  COMP
 DE1645  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DE1645
 DE1645  HORZ ORDER  -  FIRST
 DE1645  VERT ORDER  -  FIRST     CLASS II
 DE1645  ELLP ORDER  -  FOURTH    CLASS I
 DE1645
 DE1645.The horizontal coordinates were established by GPS observations
 DE1645.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1645
 DE1645.The orthometric height was determined by differential leveling
 DE1645.and adjusted by the National Geodetic Survey in June 1991..
 DE1645
 DE1645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1645
 DE1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1645
 DE1645.The ellipsoidal height was determined by GPS observations
 DE1645.and is referenced to NAD 83.
 DE1645
 DE1645.The geoid height was determined by GEOID03.
 DE1645
 DE1645.The dynamic height is computed by dividing the NAVD 88
 DE1645.geopotential number by the normal gravity value computed on the
 DE1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1645.degrees latitude (g = 980.6199 gals.).
 DE1645
 DE1645.The modeled gravity was interpolated from observed gravity values.
 DE1645
 DE1645;                    North         East     Units Scale Factor Converg.
 DE1645;SPC SC       -   153,805.596   680,179.485   MT  0.99982449   +0 25 11.3
 DE1645;SPC SC       -   504,611.54  2,231,559.99   iFT  0.99982449   +0 25 11.3
 DE1645;UTM  17      - 3,675,700.961   570,565.097   MT  0.99966139   +0 24 53.5
 DE1645
 DE1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1645!SPC SC       -   1.00000113  x   0.99982449  =   0.99982562
 DE1645!UTM  17      -   1.00000113  x   0.99966139  =   0.99966252
 DE1645
 DE1645|---------------------------------------------------------------------|
 DE1645| PID    Reference Object                     Distance      Geod. Az  |
 DE1645|                                                           dddmmss.s |
 DE1645| DE1644 008 060 AZ MK                       386.724 METERS 06626     |
 DE1645| DE1646 008 060 RM 1                         18.020 METERS 25428     |
 DE1645|---------------------------------------------------------------------|
 DE1645
 DE1645                          SUPERSEDED SURVEY CONTROL
 DE1645
 DE1645  NAD 83(2001)-  33 13 04.49599(N)    080 14 33.91763(W) AD(       ) 2
 DE1645  NAD 83(1986)-  33 13 04.50571(N)    080 14 33.91994(W) AD(       ) 2
 DE1645  NAD 27      -  33 13 03.91425(N)    080 14 34.58753(W) AD(       ) 2
 DE1645  NAVD 88 (10/01/04)   24.92   (m)           81.8    (f) LEVELING    3  
 DE1645  NGVD 29 (03/21/89)   25.219  (m)           82.74   (f) ADJUSTED    1 2
 DE1645
 DE1645.Superseded values are not recommended for survey control.
 DE1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1645.See file dsdata.txt to determine how the superseded data were derived.
 DE1645
 DE1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7056575701(NAD 83)
 DE1645_MARKER: DD = SURVEY DISK
 DE1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1645_SP_SET: CONCRETE POST
 DE1645_STAMPING: HORZ 008-060 1982
 DE1645_MARK LOGO: SCGS  
 DE1645_PROJECTION: RECESSED 15 CENTIMETERS
 DE1645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1645+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 DE1645
 DE1645  HISTORY     - Date     Condition        Report By
 DE1645  HISTORY     - 1982     MONUMENTED       SCGS
 DE1645  HISTORY     - 1985     GOOD             SCGS
 DE1645  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 DE1645  HISTORY     - 20031124 GOOD             SCGS
 DE1645
 DE1645                          STATION DESCRIPTION
 DE1645
 DE1645'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1645'THE STATION IS LOCATED ABOUT 31.4 KM (19.5 MI) NORTHWEST OF GOOSE
 DE1645'CREEK, (13.0 MI) WEST OF MONCKS CORNER, AND ON HIGHWAY ROW.  CONTACT--
 DE1645'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DE1645'S.C.  29202, PHONE (803) 758-3414.
 DE1645'
 DE1645'TO REACH THE STATION FROM THE JUNCTION OF 17 ALT AND U.S. HIGHWAY 52
 DE1645'IN MONCKS CORNER, GO SOUTHWEST ON HIGHWAY 17ALT  FOR 2.4 KM (1.5 MI)
 DE1645'TO ITS JUNCTION WITH STATE HIGHWAY 6.  TURN RIGHT, WEST, ON HIGHWAY 6
 DE1645'FOR 19.3 KM (12.0 MI) TO ITS JUNCTION WITH STATE HIGHWAY 311 AT THE
 DE1645'CROSS LOOKOUT TOWER.  TAKE LEFT FORK (HIGHWAY 311) AND TAKE IMMEDIATE
 DE1645'LEFT ON S-8-135.  GO SOUTHWEST OF S-8-135 FOR 10.3 KM (6.4 MI) TO
 DE1645'STATION ON THE RIGHT AT ENTRANCE TO MOBILE HOME.  DESCRIBED BY  V.
 DE1645'WILSON.
 DE1645'
 DE1645'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1645'---008 060 SCGS 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DE1645'30 CM IN DIAMETER RECESSED 23 CM BELOW THE GROUND LOCATED  8.8 METERS
 DE1645'NW FROM THE CENTER OF ROUTE S-8 135,  7.3 METERS WSW FROM THE DIRT
 DE1645'DRIVEWAY, 17.8 METERS SW FROM THE POWER LINE POLE, AND 20.0 METERS SE
 DE1645'FROM THE POWER LINE POLE.
 DE1645'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1645'DISK STAMPED---008 060 SCGS 1982---SET INTO AN IRREGULAR MASS OF
 DE1645'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1645'
 DE1645'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1645'DISK STAMPED---008 060 1982 RM 1---SET INTO THE TOP OF A ROUND
 DE1645'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1645'13.2 METERS NW FROM THE CENTER OF ROUTE S-8-135,  3.9 METERS SSE FROM
 DE1645'THE POWER LINE POLE,  6.2 METERS SW FROM THE CENTER OF DIRT FIELD
 DE1645'ROAD, AND IS LEVEL WITH THE STATION.
 DE1645'
 DE1645'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1645'STAMPED---008 060 1982 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DE1645'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 13.0 METERS
 DE1645'SE FROM THE CENTER OF S-8-135, 38.9 METERS SW FROM THE POWER LINE
 DE1645'POLE, AND  6.7 METERS NE FROM THE 12 INCH LIVE OAK TREE.
 DE1645'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON
 DE1645'S-8-135 FOR 0.3 KM (0.2 MI) TO MARK ON THE RIGHT.
 DE1645
 DE1645                          STATION RECOVERY (1985)
 DE1645
 DE1645'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1645'16.6 KM (10.3 MI) SW FROM CROSS.
 DE1645'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1645'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1645'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 8.6 KILOMETERS
 DE1645'(5.35 MILES) NORTHERLY ALONG STATE HIGHWAY 27, THENCE 3.8 KILOMETERS
 DE1645'(2.35 MILES) NORTHEAST ALONG COUNTY ROAD S-8-135 TO THE JUNCTION OF
 DE1645'U.S. HIGHWAY 176, CONTINUE 1.8 KILOMETERS (1.1 MILES) NORTHEAST ALONG
 DE1645'COUNTY ROAD S-8-135, SET IN THE NORTHWEST ANGLE OF A DRIVEWAY LEADING
 DE1645'TO A EMPTY LOT BEFORE A SAND DRIVE LEADING NORTH-NORTHWEST TO A LARGE
 DE1645'TWO-STORY HOUSE, ALSO MAY BE REACHED BY GOING 6.5 KILOMETERS (4.05
 DE1645'MILES) SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CROSS POST OFFICE TO
 DE1645'THE JUNCTION OF STATE HIGHWAY 311, CONTINUE 10.2 KILOMETERS (6.35
 DE1645'MILES) SOUTHWEST ALONG COUNTY ROAD S-8-135, 17.95 METERS (58.89 FEET)
 DE1645'SOUTH-SOUTHWEST OF A POWER POLE THAT SERVICED THE EMPTY LOT,
 DE1645'20.35 METERS (66.77 FEET) EAST-SOUTHEAST OF A POWER POLE WITH POWER
 DE1645'LINES LEADING NORTH-NORTHWEST THROUGH A FIELD, 38.11 METERS (125.03
 DE1645'FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND DRIVE,
 DE1645'9.0 METERS (29.53 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DE1645'COUNTY ROAD.
 DE1645'THE MARK IS 0.59 METERS  ENE FROM A WITNESS POST.
 DE1645'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
 DE1645
 DE1645                          STATION RECOVERY (1997)
 DE1645
 DE1645'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1645'MARK NOT FOUND.
 DE1645
 DE1645                          STATION RECOVERY (2003)
 DE1645
 DE1645'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1645'STATION IS LOCATED 9.45 MILES NORTH NORTHEAST OF RIDGEVILLE, 13.35
 DE1645'MILES WEST OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1645'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 DE1645'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1645'176 (STATE ROAD) AND STATE  HIGHWAY 311, 7.85 MILES EAST NORTHEAST OF
 DE1645'HARLEYVILLE, GO SOUTHEAST ON HIGHWAY  176 FOR 5.0 MILES TO THE
 DE1645'JUNCTION OF STATE ROAD 135 (MUDVILLE ROAD), TURN LEFT ON  ROAD 135 FOR
 DE1645'1.05 MILES TO THE STATION ON THE LEFT IN THE NORTHWEST ANGLE OF A
 DE1645'GATED FIELD ACCESS ROAD LEFT LEADING TO AN OPEN FIELD IN FRONT OF A
 DE1645'TWO STORY  WOODEN HOUSE NUMBER 1710. STATION IS A CONCRETE POST
 DE1645'RECESSED 1.0 FOOT AND LEVEL WITH THE ROAD, 29.5 FEET NORTH  NORTHWEST
 DE1645'OF THE CENTER OF THE ROAD, 12.6 FEET WEST OF THE WEST END OF A
 DE1645'1.5-FOOT  CONCRETE PIPE CULVERT BENEATH THE FIELD ACCESS ROAD, 60.0
 DE1645'FEET SOUTH SOUTHWEST OF A  POWER POLE WITH GUY WIRE, 1.8 FEET SOUTH
 DE1645'SOUTHEAST OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH
 DE1645'SURVEY STATION 008 060 AZ MK. NOTE-STATION IS CONSIDERED MARGINAL FOR
 DE1645'GPS OBSERVATIONS. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1644 ***********************************************************************
 DE1644  DESIGNATION -  008 060 AZ MK
 DE1644  PID         -  DE1644
 DE1644  STATE/COUNTY-  SC/BERKELEY
 DE1644  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1644
 DE1644                         *CURRENT SURVEY CONTROL
 DE1644  ___________________________________________________________________
 DE1644* NAD 83(2001)-  33 13 09.51540(N)    080 14 20.22966(W)     ADJUSTED  
 DE1644* NAVD 88     -        24.615  (meters)      80.76   (feet)  ADJUSTED  
 DE1644  ___________________________________________________________________
 DE1644  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DE1644  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DE1644  DYNAMIC HT  -          24.589 (meters)      80.67  (feet)  COMP
 DE1644  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 DE1644
 DE1644  HORZ ORDER  -  THIRD
 DE1644  VERT ORDER  -  FIRST     CLASS II
 DE1644
 DE1644.The horizontal coordinates were established by classical geodetic methods
 DE1644.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1644
 DE1644.The orthometric height was determined by differential leveling
 DE1644.and adjusted by the National Geodetic Survey in June 1991..
 DE1644
 DE1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1644
 DE1644.The geoid height was determined by GEOID03.
 DE1644
 DE1644.The dynamic height is computed by dividing the NAVD 88
 DE1644.geopotential number by the normal gravity value computed on the
 DE1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1644.degrees latitude (g = 980.6199 gals.).
 DE1644
 DE1644.The modeled gravity was interpolated from observed gravity values.
 DE1644
 DE1644;                    North         East     Units Scale Factor Converg.
 DE1644;SPC SC       -   153,962.815   680,532.735   MT  0.99982430   +0 25 18.9
 DE1644;SPC SC       -   505,127.35  2,232,718.95   iFT  0.99982430   +0 25 18.9
 DE1644;UTM  17      - 3,675,858.123   570,918.303   MT  0.99966201   +0 25 01.0
 DE1644
 DE1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1644!SPC SC       -   1.00000118  x   0.99982430  =   0.99982548
 DE1644!UTM  17      -   1.00000118  x   0.99966201  =   0.99966319
 DE1644
 DE1644                          SUPERSEDED SURVEY CONTROL
 DE1644
 DE1644  NAD 83(2001)-  33 13 09.51572(N)    080 14 20.22939(W) AD(       ) 2
 DE1644  NAD 83(1986)-  33 13 09.52543(N)    080 14 20.23170(W) AD(       ) 2
 DE1644  NAD 27      -  33 13 08.93420(N)    080 14 20.89974(W) AD(       ) 2
 DE1644  NAVD 88 (10/01/04)   24.61   (m)           80.7    (f) LEVELING    3  
 DE1644  NGVD 29 (03/21/89)   24.913  (m)           81.74   (f) ADJUSTED    1 2
 DE1644
 DE1644.Superseded values are not recommended for survey control.
 DE1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1644.See file dsdata.txt to determine how the superseded data were derived.
 DE1644
 DE1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7091875858(NAD 83)
 DE1644_MARKER: DD = SURVEY DISK
 DE1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1644_SP_SET: CONCRETE POST
 DE1644_STAMPING: AZ MK 008 060 1982
 DE1644_MARK LOGO: SCGS  
 DE1644_PROJECTION: FLUSH
 DE1644_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1644+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 DE1644
 DE1644  HISTORY     - Date     Condition        Report By
 DE1644  HISTORY     - 1982     MONUMENTED       SCGS
 DE1644  HISTORY     - 1985     GOOD             SCGS
 DE1644  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 DE1644  HISTORY     - 20031124 GOOD             SCGS
 DE1644
 DE1644                          STATION DESCRIPTION
 DE1644
 DE1644'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1644'16.1 KM (10.0 MI) SW FROM CROSS.
 DE1644'6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE
 DE1644'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, CONTINUE 9.8
 DE1644'KILOMETERS (6.1 MILES) SOUTHWEST ALONG COUNTY ROAD S-8-135, SET NEAR A
 DE1644'BLAZED 14-INCH OAK TREE BEFORE A CURVE, 39.1 METERS (128.28 FEET)
 DE1644'WEST-SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE, 12.66 METERS (41.54
 DE1644'FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD,
 DE1644'6.68 METERS (21.92 FEET) NORTHEAST OF THE BLAZED 14-INCH OAK TREE.
 DE1644'THE MARK IS 0.29 METERS  NNW FROM A WITNESS POST.
 DE1644'THE MARK IS 0.30 M BELOW COUNTY ROAD.
 DE1644
 DE1644                          STATION RECOVERY (1997)
 DE1644
 DE1644'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1644'MARK NOT FOUND.
 DE1644
 DE1644                          STATION RECOVERY (2003)
 DE1644
 DE1644'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1644'STATION IS LOCATED 9.6 MILES NORTH NORTHEAST OF RIDGEVILLE, 13.15
 DE1644'MILES WEST OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1644'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 DE1644'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1644'176 (STATE ROAD) AND STATE  HIGHWAY 311, 7.85 MILES EAST NORTHEAST OF
 DE1644'HARLEYVILLE, GO SOUTHEAST ON HIGHWAY  176 FOR 5.0 MILES TO THE
 DE1644'JUNCTION OF STATE ROAD 135 (MUDVILLE ROAD), TURN LEFT ON  ROAD 135 FOR
 DE1644'1.3 MILES TO THE STATION ON THE RIGHT NEAR THE TREE LINE. STATION IS A
 DE1644'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE ROAD, 42.0
 DE1644'FEET  SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 128.6 FEET WEST
 DE1644'SOUTHWEST OF A POWER  POLE WITH GUY WIRE, 1.8 FEET NORTH NORTHWEST OF
 DE1644'A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION
 DE1644'008 060. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1646 ***********************************************************************
 DE1646  DESIGNATION -  008 060 RM 1
 DE1646  PID         -  DE1646
 DE1646  STATE/COUNTY-  SC/BERKELEY
 DE1646  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1646
 DE1646                         *CURRENT SURVEY CONTROL
 DE1646  ___________________________________________________________________
 DE1646* NAD 83(1986)-  33 13 05.     (N)    080 14 34.     (W)     SCALED    
 DE1646* NAVD 88     -        25.235  (meters)      82.79   (feet)  ADJUSTED  
 DE1646  ___________________________________________________________________
 DE1646  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DE1646  DYNAMIC HT  -          25.208 (meters)      82.70  (feet)  COMP
 DE1646  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DE1646
 DE1646  VERT ORDER  -  FIRST     CLASS II
 DE1646
 DE1646.The horizontal coordinates were scaled from a topographic map and have
 DE1646.an estimated accuracy of +/- 6 seconds.
 DE1646
 DE1646.The orthometric height was determined by differential leveling
 DE1646.and adjusted by the National Geodetic Survey in June 1991..
 DE1646
 DE1646.The geoid height was determined by GEOID03.
 DE1646
 DE1646.The dynamic height is computed by dividing the NAVD 88
 DE1646.geopotential number by the normal gravity value computed on the
 DE1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1646.degrees latitude (g = 980.6199 gals.).
 DE1646
 DE1646.The modeled gravity was interpolated from observed gravity values.
 DE1646
 DE1646;                    North         East    Units  Estimated Accuracy
 DE1646;SPC SC       -   153,820.      680,180.      MT  (+/- 180 meters Scaled)
 DE1646
 DE1646                          SUPERSEDED SURVEY CONTROL
 DE1646
 DE1646  NGVD 29 (03/21/89)   25.532  (m)           83.77   (f) ADJUSTED    1 2
 DE1646
 DE1646.Superseded values are not recommended for survey control.
 DE1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1646.See file dsdata.txt to determine how the superseded data were derived.
 DE1646
 DE1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS705757(NAD 83)
 DE1646_MARKER: DD = SURVEY DISK
 DE1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1646_SP_SET: CONCRETE POST
 DE1646_STAMPING: RM 1 008 060 1982
 DE1646_MARK LOGO: SCGS  
 DE1646_PROJECTION: FLUSH
 DE1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1646
 DE1646  HISTORY     - Date     Condition        Report By
 DE1646  HISTORY     - 1982     MONUMENTED       SCGS
 DE1646  HISTORY     - 1985     GOOD             SCGS
 DE1646  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 DE1646
 DE1646                          STATION DESCRIPTION
 DE1646
 DE1646'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1646'16.6 KM (10.3 MI) SW FROM CROSS.
 DE1646'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1646'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1646'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 8.6 KILOMETERS
 DE1646'(5.35 MILES) NORTHERLY ALONG STATE HIGHWAY 27, THENCE 3.8 KILOMETERS
 DE1646'(2.35 MILES) NORTHEAST ALONG COUNTY ROAD S-8-135 TO THE JUNCTION OF
 DE1646'U.S. HIGHWAY 176, CONTINUE 1.8 KILOMETERS (1.1 MILES) NORTHEAST ALONG
 DE1646'COUNTY ROAD S-8-135, SET BETWEEN A GUY WIRE AND A POWER POLE WITH
 DE1646'LINES LEADING NORTH-NORTHWEST THROUGH A FIELD, 32.61 METERS (106.99
 DE1646'FEET) SOUTHWEST OF A POWER POLE THAT SERVICES AN EMPTY LOT,
 DE1646'18.0 METERS (59.06 FEET) WEST-SOUTHWEST OF STATION 008 060 SCGS,
 DE1646'13.2 METERS (43.31 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DE1646'COUNTY ROAD, 3.7 METERS (12.14 FEET) SOUTHEAST OF THE POWER POLE
 DE1646'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
 DE1646
 DE1646                          STATION RECOVERY (1997)
 DE1646
 DE1646'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1980 ***********************************************************************
 DE1980  DESIGNATION -  008 061
 DE1980  PID         -  DE1980
 DE1980  STATE/COUNTY-  SC/BERKELEY
 DE1980  USGS QUAD   -  SANDRIDGE (1979)
 DE1980
 DE1980                         *CURRENT SURVEY CONTROL
 DE1980  ___________________________________________________________________
 DE1980* NAD 83(2001)-  33 15 27.98528(N)    080 19 31.17535(W)     ADJUSTED  
 DE1980* NAVD 88     -        23.5    (meters)      77.     (feet)  VERTCON   
 DE1980  ___________________________________________________________________
 DE1980  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DE1980  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DE1980
 DE1980  HORZ ORDER  -  SECOND
 DE1980
 DE1980.The horizontal coordinates were established by classical geodetic methods
 DE1980.and adjusted by the National Geodetic Survey in March 2004..
 DE1980
 DE1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1980
 DE1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1980
 DE1980.The geoid height was determined by GEOID03.
 DE1980
 DE1980;                    North         East     Units Scale Factor Converg.
 DE1980;SPC SC       -   158,172.022   672,454.619   MT  0.99981929   +0 22 26.5
 DE1980;SPC SC       -   518,937.08  2,206,215.94   iFT  0.99981929   +0 22 26.5
 DE1980;UTM  17      - 3,680,067.262   562,841.863   MT  0.99964869   +0 22 12.0
 DE1980
 DE1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1980!SPC SC       -   1.00000132  x   0.99981929  =   0.99982061
 DE1980!UTM  17      -   1.00000132  x   0.99964869  =   0.99965001
 DE1980
 DE1980|---------------------------------------------------------------------|
 DE1980| PID    Reference Object                     Distance      Geod. Az  |
 DE1980|                                                           dddmmss.s |
 DE1980| DE1979 008 061 RM 2                        178.747 METERS 14606     |
 DE1980| DE2576 008 061 RM 1                         15.720 METERS 28346     |
 DE1980|---------------------------------------------------------------------|
 DE1980
 DE1980                          SUPERSEDED SURVEY CONTROL
 DE1980
 DE1980  NAD 83(1986)-  33 15 27.99804(N)    080 19 31.17421(W) AD(       ) 2
 DE1980  NAD 27      -  33 15 27.40997(N)    080 19 31.83296(W) AD(       ) 2
 DE1980  NGVD 29 (07/19/86)   23.8    (m)           78.     (f) VERT ANG       
 DE1980
 DE1980.Superseded values are not recommended for survey control.
 DE1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1980.See file dsdata.txt to determine how the superseded data were derived.
 DE1980
 DE1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6284280067(NAD 83)
 DE1980_MARKER: DD = SURVEY DISK
 DE1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE1980
 DE1980  HISTORY     - Date     Condition        Report By
 DE1980  HISTORY     - 1982     MONUMENTED       SCGS
 DE1980  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 DE1980  HISTORY     - 20020910 MARK NOT FOUND   SCGS
 DE1980
 DE1980                          STATION DESCRIPTION
 DE1980
 DE1980'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1980'THE STATION IS LOCATED ABOUT 28.9 KM (18.0 MI) WEST OF MONCKS CORNER,
 DE1980'9.6 KM (6.0 MI) SOUTHEAST OF HOLLY HILL, IN THE NORTHWEST LAWN OF THE
 DE1980'EBENEZER ZION AME CHURCH.
 DE1980'
 DE1980'TO REACH THE STATION FROM THE JUNCTION OF S-8-135 AND U.S. HIGHWAY
 DE1980'176 (ABOUT 24.1 KM, 15.0 MI, WEST OF MONCKS CORNER), GO NORTHWEST ON
 DE1980'U.S. HIGHWAY 176 FOR 7.9 KM (4.9 MI) TO THE JUNCTION OF U.S. HIGHWAY
 DE1980'176 AND S-8-311.  CONTINUE AHEAD NORTHWEST ON U.S.  HIGHWAY 176 FOR
 DE1980'0.6 KM (0.4 MI) TO THE STATION ON THE RIGHT IN THE NORTHWEST YARD OF
 DE1980'THE EBENEZER ZION AME CHURCH.
 DE1980'
 DE1980'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1980'---008 061 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1980'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 35.0 METERS NE FROM THE
 DE1980'THE CENTER LINE OF THE HIGHWAY, 26.5 METERS W FROM A POWER POLE WITH
 DE1980'A TRANSFORMER, 34.2 METERS NW FROM THE THE WEST CORNER OF THE
 DE1980'NORTHWEST WING OF THE CHURC, 15.3 METERS SE FROM A BARBED WIRE FENCE,
 DE1980'AND 30.5 METERS ENE FROM THE THE SOUTHEAST END OF A 16 INCH PIPE
 DE1980'CULVERT.
 DE1980'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1980'DISK STAMPED---008 061 1982---SET INTO AN IRREGULAR MASS OF CONCRETE
 DE1980'3.8 FEET BELOW THE SURFACE.
 DE1980'
 DE1980'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1980'DISK STAMPED---008 061 RM 1 1982---SET INTO THE TOP OF A ROUND
 DE1980'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1980'1.3 METERS SE FROM A BARB WIRE FENCE, 28.0 METERS NE FROM THE THE
 DE1980'CENTER LINE OF THE HIGHWAY, 42.0 METERS W FROM A POWER POLE WITH A
 DE1980'TRANSFORMER, 49.4 METERS NW FROM THE THE WEST CORNER OF THE NORTHWEST
 DE1980'WING OF THE CHURCH, AND IS LEVEL WITH THE STATION.
 DE1980'
 DE1980'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1980'DISK STAMPED---008 061 RM 2 1982---SET INTO THE TOP OF A ROUND
 DE1980'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1980'13.2 METERS SW FROM THE THE CENTER LINE OF THE HIGHWAY,  2.7 METERS W
 DE1980'FROM THE THE NORTHWEST END OF A CONCRETE CULVERT,  5.0 METERS NW FROM
 DE1980'THE CENTER OF A WOODS ROAD,  0.8 METERS NE FROM A METAL WITNESS POST,
 DE1980'AND IS LEVEL WITH THE STATION.
 DE1980'
 DE1980'TO REACH RM 2 FROM THE STATION GO SOUTHEAST ALONG US HIGHWAY 176 FOR
 DE1980'0.6 KM (0.1 MI) TO THE MARK ON THE RIGHT.
 DE1980
 DE1980                          STATION RECOVERY (1997)
 DE1980
 DE1980'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1980'MARK NOT FOUND.
 DE1980
 DE1980                          STATION RECOVERY (2002)
 DE1980
 DE1980'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1980'NOT RECOVERED, DISTANCES PULLED, AREA IS NOW UNDER A CONCRETE PARKING
 DE1980'LOT, A RESOURCE
 DE1980'GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS CORRECTIONS FROM
 DE1980'A BEACON WAS
 DE1980'USED TO LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
 DE1980'RECOVERY BY T. HALL.
 DE1980' 
 DE1980' 
 DE1980' 
 DE1980'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1979 ***********************************************************************
 DE1979  DESIGNATION -  008 061 RM 2
 DE1979  PID         -  DE1979
 DE1979  STATE/COUNTY-  SC/BERKELEY
 DE1979  USGS QUAD   -  SANDRIDGE (1979)
 DE1979
 DE1979                         *CURRENT SURVEY CONTROL
 DE1979  ___________________________________________________________________
 DE1979* NAD 83(2001)-  33 15 23.16995(N)    080 19 27.32304(W)     ADJUSTED  
 DE1979* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 DE1979  ___________________________________________________________________
 DE1979  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DE1979  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DE1979
 DE1979  HORZ ORDER  -  SECOND
 DE1979
 DE1979.The horizontal coordinates were established by classical geodetic methods
 DE1979.and adjusted by the National Geodetic Survey in March 2004..
 DE1979
 DE1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1979
 DE1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1979
 DE1979.The geoid height was determined by GEOID03.
 DE1979
 DE1979;                    North         East     Units Scale Factor Converg.
 DE1979;SPC SC       -   158,024.352   672,555.280   MT  0.99981946   +0 22 28.7
 DE1979;SPC SC       -   518,452.60  2,206,546.19   iFT  0.99981946   +0 22 28.7
 DE1979;UTM  17      - 3,679,919.610   562,942.496   MT  0.99964884   +0 22 14.1
 DE1979
 DE1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1979!SPC SC       -   1.00000134  x   0.99981946  =   0.99982080
 DE1979!UTM  17      -   1.00000134  x   0.99964884  =   0.99965018
 DE1979
 DE1979                          SUPERSEDED SURVEY CONTROL
 DE1979
 DE1979  NAD 83(1986)-  33 15 23.18261(N)    080 19 27.32207(W) AD(       ) 2
 DE1979  NAD 27      -  33 15 22.59442(N)    080 19 27.98091(W) AD(       ) 2
 DE1979  NGVD 29 (07/19/86)   23.7    (m)           78.     (f) VERT ANG       
 DE1979
 DE1979.Superseded values are not recommended for survey control.
 DE1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1979.See file dsdata.txt to determine how the superseded data were derived.
 DE1979
 DE1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6294279920(NAD 83)
 DE1979_MARKER: DD = SURVEY DISK
 DE1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1979_SP_SET: CONCRETE POST
 DE1979_STAMPING: 008 061 RM 2 1982
 DE1979_MARK LOGO: SCGS  
 DE1979_PROJECTION: RECESSED 5 CENTIMETERS
 DE1979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1979+STABILITY: SURFACE MOTION
 DE1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1979+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 DE1979
 DE1979  HISTORY     - Date     Condition        Report By
 DE1979  HISTORY     - 1982     MONUMENTED       SCGS
 DE1979  HISTORY     - 19930920 GOOD             SCGS
 DE1979  HISTORY     - 20020910 GOOD             SCGS
 DE1979
 DE1979                          STATION DESCRIPTION
 DE1979
 DE1979'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1979'STATION IS LOCATED 18.0 MILES (29.0 KM) WEST OF MONCKS CORNER, 18.1
 DE1979'MILES (29.1 KM) NORTH NORTHWEST OF SUMMERVILLE. OWNERSHIP--SCDOT,
 DE1979'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1979'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE1979'176 AND STATE HIGHWAY 311, 17.9 MILES (28.8 KM) NORTH NORTHWEST OF
 DE1979'SUMMERVILLE, GO NORTHWEST ON HIGHWAY 176 FOR 0.3 MILE (0.5 KM) TO THE
 DE1979'STATION ON THE LEFT IN THE WEST ANGLE OF A WOODS ROAD LEFT. STATION
 DE1979'IS A CONCRETE POST FLUSH WITH THE GROUND, 13.2 METERS (43.3 FT)
 DE1979'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.7 METERS (8.9 FT) WEST OF
 DE1979'THE NORTHWEST END OF A CONCRETE CULVERT BENEATH THE WOODS ROAD, 5.0
 DE1979'METERS (16.4 FT) NORTHWEST OF THE CENTER OF THE WOODS ROAD, 0.8 METER
 DE1979'(2.6 FT) NORTHEAST OF A WITNESS POST.
 DE1979
 DE1979                          STATION RECOVERY (2002)
 DE1979
 DE1979'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1979'STATION IS LOCATED 11.1 MILES NORTH OF RIDGEVILLE, 18.5 MILES WEST
 DE1979'NORTHWEST OF
 DE1979'MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE1979'191,
 DE1979'COLUMBIA, SC 29212, PHONE 803-737-1350.
 DE1979'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (STATE
 DE1979'ROAD) AND STATE
 DE1979'HIGHWAY 311, 10.95 MILES NORTH OF RIDGEVILLE, GO NORTHWEST ON HIGHWAY
 DE1979'176 FOR 0.25 MILE
 DE1979'TO THE STATION ON THE LEFT AT THE TREE LINE NEAR A WOODS ACCESS ROAD.
 DE1979'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 1.5 FEET ABOVE THE
 DE1979'HIGHWAY, 43.2 FEET
 DE1979'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 9.1 FEET WEST SOUTHWEST OF THE
 DE1979'NORTHWEST
 DE1979'END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ACCESS ROAD.
 DE1979'RECOVERED BY T. HALL.
 DE1979' 
 DE1979' 
 DE1979' 
 DE1979' 
 DE1979' 
 DE1979' 
 DE1979'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1896 ***********************************************************************
 DE1896  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1896  DESIGNATION -  008 062
 DE1896  PID         -  DE1896
 DE1896  STATE/COUNTY-  SC/BERKELEY
 DE1896  USGS QUAD   -  EADYTOWN (1987)
 DE1896
 DE1896                         *CURRENT SURVEY CONTROL
 DE1896  ___________________________________________________________________
 DE1896* NAD 83(2001)-  33 22 36.48030(N)    080 13 19.70986(W)     ADJUSTED  
 DE1896* NAVD 88     -        26.86   (meters)      88.1    (feet)  GPS OBS   
 DE1896  ___________________________________________________________________
 DE1896  X           -     905,457.744 (meters)                     COMP
 DE1896  Y           -  -5,254,146.108 (meters)                     COMP
 DE1896  Z           -   3,488,928.874 (meters)                     COMP
 DE1896  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DE1896  ELLIP HEIGHT-          -5.05  (meters)          (10/01/04) GPS OBS
 DE1896  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DE1896
 DE1896  HORZ ORDER  -  FIRST
 DE1896  ELLP ORDER  -  FOURTH    CLASS I
 DE1896
 DE1896.The horizontal coordinates were established by GPS observations
 DE1896.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1896
 DE1896.The orthometric height was determined by GPS observations and a
 DE1896.high-resolution geoid model using precise GPS observation and
 DE1896.processing techniques.
 DE1896
 DE1896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1896
 DE1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1896
 DE1896.The ellipsoidal height was determined by GPS observations
 DE1896.and is referenced to NAD 83.
 DE1896
 DE1896.The geoid height was determined by GEOID03.
 DE1896
 DE1896;                    North         East     Units Scale Factor Converg.
 DE1896;SPC SC       -   171,437.960   681,968.121   MT  0.99980661   +0 25 52.5
 DE1896;SPC SC       -   562,460.50  2,237,428.22   iFT  0.99980661   +0 25 52.5
 DE1896;UTM  17      - 3,693,330.515   572,354.734   MT  0.99966454   +0 25 40.6
 DE1896
 DE1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1896!SPC SC       -   1.00000079  x   0.99980661  =   0.99980740
 DE1896!UTM  17      -   1.00000079  x   0.99966454  =   0.99966533
 DE1896
 DE1896|---------------------------------------------------------------------|
 DE1896| PID    Reference Object                     Distance      Geod. Az  |
 DE1896|                                                           dddmmss.s |
 DE1896| DE2577 008 062 RM 1                         11.834 METERS 02139     |
 DE1896| DE1895 008 062 AZ MK                       APPROX. 0.5 KM 1135132.5 |
 DE1896|---------------------------------------------------------------------|
 DE1896
 DE1896                          SUPERSEDED SURVEY CONTROL
 DE1896
 DE1896  NAD 83(2001)-  33 22 36.47835(N)    080 13 19.70876(W) AD(       ) 2
 DE1896  NAD 83(1986)-  33 22 36.48875(N)    080 13 19.71143(W) AD(       ) 2
 DE1896  NAD 27      -  33 22 35.89829(N)    080 13 20.38320(W) AD(       ) 2
 DE1896  NGVD 29 (07/19/86)   27.2    (m)           89.     (f) VERT ANG       
 DE1896
 DE1896.Superseded values are not recommended for survey control.
 DE1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1896.See file dsdata.txt to determine how the superseded data were derived.
 DE1896
 DE1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7235593331(NAD 83)
 DE1896_MARKER: DD = SURVEY DISK
 DE1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1896_STAMPING: HORZ 008 062 1982
 DE1896_MARK LOGO: SCGS  
 DE1896_PROJECTION: FLUSH
 DE1896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1896+STABILITY: SURFACE MOTION
 DE1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1896+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 DE1896
 DE1896  HISTORY     - Date     Condition        Report By
 DE1896  HISTORY     - 1982     MONUMENTED       SCGS
 DE1896  HISTORY     - 20031126 GOOD             SCGS
 DE1896
 DE1896                          STATION DESCRIPTION
 DE1896
 DE1896'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1896'THE STATION IS LOCATED ABOUT 27.4 KM (17 MI) WEST OF MONCKS CORNER
 DE1896'ABOUT 9.7 KM (6 MI) WEST-SOUTHWEST OF LAKE MOULTRIE, ABOUT 4.8 KM
 DE1896'(3.0 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 45 AND 6 ON THE
 DE1896'PROPERTY OF THE ST. MATHEWS CHURCH.
 DE1896'
 DE1896'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 6,
 DE1896'ABOUT 28.0 KM (18.0 MI) WEST OF MONCKS CORNER, GO WESTERLY ON STATE
 DE1896'HIGHWAYS 45 AND 6 FOR 5.0 KM (3.1 MI) TO ST. MATHEWS CHURCH AND THE
 DE1896'STATION ON LEFT IN CHURCH YARD.
 DE1896'
 DE1896'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1896'---008 062 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1896'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 25.3 METERS S FROM THE
 DE1896'CENTER OF STATE HIGHWAY 6, 25.6 METERS NW FROM THE NORTHWEST CORNER
 DE1896'OF CHURCH, 36.9 METERS SW FROM THE CENTER OF DRIVEWAY, 14.2 METERS
 DE1896'WSW FROM A 24 INCH PINE TREE, AND 30.8 METERS NNW FROM THE NORTHWEST
 DE1896'CORNER OF OLD SHED.
 DE1896'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1896'DISK STAMPED---008 062 1982---SET INTO AN IRREGULAR MASS OF
 DE1896'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1896'
 DE1896'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1896'DISK STAMPED---008 062 RM 1 1982---SET INTO THE TOP OF A ROUND
 DE1896'CONCRETE MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND
 DE1896'LOCATED 30.9 METERS NW FROM THE NORTHWEST CORNER OF CHURCH,
 DE1896'3.2 METERS W FROM THE CENTER OF DRIVEWAY, 13.4 METERS S FROM THE
 DE1896'CENTER OF STATE HIGHWAY 6, 15.0 METERS NW FROM A 24 INCH PINE TREE,
 DE1896'AND IS LEVEL WITH THE STATION.
 DE1896'
 DE1896'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1896'STAMPED---008 062 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1896'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.8 METERS
 DE1896'N FROM THE STATE HIGHWAY 6,  9.6 METERS SW FROM THE POWER LINE POLE
 DE1896'NO 20649, 23.5 METERS ENE FROM THE TELEPHONE CABLE JUNCTION BOX, AND
 DE1896'3.5 METERS N FROM THE DITCH.
 DE1896'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 DE1896'6 FOR 0.6 KM (0.35 MI) TO MARK ON LEFT.
 DE1896
 DE1896                          STATION RECOVERY (2003)
 DE1896
 DE1896'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1896'STATION IS LOCATED 7.35 MILES EAST OF EUTAWVILLE, 17.35 MILES
 DE1896'NORTHWEST OF MONCKS  CORNER. OWNERSHIP--SAINT MATTHEWS A.M.E. CHURCH,
 DE1896'2105 OLD HIGHWAY 6, CROSS, SC  29436, MICHAEL BURGESS, PASTOR. TO
 DE1896'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6, 45 (TROJAN
 DE1896'ROAD) AND  STATE ROAD 717 (SPRING PLAINS ROAD), 10.7 MILES EAST
 DE1896'SOUTHEAST OF EUTAWVILLE, GO WEST  NORTHWEST ON HIGHWAYS 6 AND 45 FOR
 DE1896'3.55 MILES TO THE STATION ON THE LEFT IN AN OPEN  GRASSY AREA IN THE
 DE1896'YARD OF THE SAINT MATTHEWS A.M.E. CHURCH. STATION IS A CONCRETE POST
 DE1896'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 83.3  FEET SOUTH
 DE1896'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 39.2 FEET SOUTH SOUTHWEST OF
 DE1896'SURVEY STATION 008 062 RM 1, 83.7 FEET NORTHWEST OF THE NORTHWEST
 DE1896'CORNER OF THE  CHURCH, 60.8 FEET WEST SOUTHWEST OF THE SOUTHWEST
 DE1896'CORNER OF THE BRICK CHURCH SIGN  BASE, 39.8 FEET SOUTH OF A SECURITY
 DE1896'LIGHT POLE NUMBER 527340. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY
 DE1896'STATION 008 062 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1895 ***********************************************************************
 DE1895  DESIGNATION -  008 062 AZ MK
 DE1895  PID         -  DE1895
 DE1895  STATE/COUNTY-  SC/BERKELEY
 DE1895  USGS QUAD   -  CROSS (1987)
 DE1895
 DE1895                         *CURRENT SURVEY CONTROL
 DE1895  ___________________________________________________________________
 DE1895* NAD 83(2001)-  33 22 29.85791(N)    080 13 01.86464(W)     ADJUSTED  
 DE1895* NAVD 88     -        26.3    (meters)      86.     (feet)  VERT ANG  
 DE1895  ___________________________________________________________________
 DE1895  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DE1895  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DE1895
 DE1895  HORZ ORDER  -  THIRD
 DE1895
 DE1895.The horizontal coordinates were established by classical geodetic methods
 DE1895.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1895
 DE1895.The orthometric height was determined by vertical angle observations.
 DE1895
 DE1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1895
 DE1895.The geoid height was determined by GEOID03.
 DE1895
 DE1895;                    North         East     Units Scale Factor Converg.
 DE1895;SPC SC       -   171,237.460   682,430.833   MT  0.99980678   +0 26 02.4
 DE1895;SPC SC       -   561,802.69  2,238,946.30   iFT  0.99980678   +0 26 02.4
 DE1895;UTM  17      - 3,693,130.017   572,817.368   MT  0.99966537   +0 25 50.4
 DE1895
 DE1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1895!SPC SC       -   1.00000088  x   0.99980678  =   0.99980766
 DE1895!UTM  17      -   1.00000088  x   0.99966537  =   0.99966625
 DE1895
 DE1895                          SUPERSEDED SURVEY CONTROL
 DE1895
 DE1895  NAD 83(2001)-  33 22 29.85613(N)    080 13 01.86347(W) AD(       ) 2
 DE1895  NAD 83(1986)-  33 22 29.86658(N)    080 13 01.86611(W) AD(       ) 2
 DE1895  NAD 27      -  33 22 29.27555(N)    080 13 02.53861(W) AD(       ) 2
 DE1895  NGVD 29 (07/19/86)   26.6    (m)           87.     (f) VERT ANG       
 DE1895
 DE1895.Superseded values are not recommended for survey control.
 DE1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1895.See file dsdata.txt to determine how the superseded data were derived.
 DE1895
 DE1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7281793130(NAD 83)
 DE1895_MARKER: DD = SURVEY DISK
 DE1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1895_SP_SET: CONCRETE POST
 DE1895_STAMPING: 008 062 AZ MK 1982
 DE1895_MARK LOGO: SCGS  
 DE1895_PROJECTION: FLUSH
 DE1895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1895+STABILITY: SURFACE MOTION
 DE1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1895+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 DE1895
 DE1895  HISTORY     - Date     Condition        Report By
 DE1895  HISTORY     - 1982     MONUMENTED       SCGS
 DE1895  HISTORY     - 19930920 GOOD             SCGS
 DE1895  HISTORY     - 20031126 GOOD             SCGS
 DE1895
 DE1895                          STATION DESCRIPTION
 DE1895
 DE1895'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1895'STATION IS LOCATED 17.0 MILES (27.4 KM) NORTHWEST OF MONCKS CORNER,
 DE1895'5.0 MILES (8.0 KM) SOUTHWEST OF EADYTOWN. OWNERSHIP--SCDOT, DIRECTOR
 DE1895'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1895'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE1895'HIGHWAYS 45 AND 6, 14.1 MILES (22.7 KM) NORTHWEST OF MONCKS CORNER,
 DE1895'GO WEST NORTHWEST ON HIGHWAYS 45 AND 6 FOR 2.75 MILES (4.43 KM) TO
 DE1895'THE STATION ON THE RIGHT NEAR A POWER POLE NUMBER 20649, 0.35 MILE
 DE1895'(0.56 KM) EAST SOUTHEAST OF THE SAINT MATHEWS CHURCH. STATION IS A
 DE1895'CONCRETE POST FLUSH WITH THE GROUND, 9.8 METERS (32.2 FT) NORTH OF
 DE1895'THE CENTER OF THE HIGHWAY, 9.6 METERS (31.5 FT) SOUTHWEST OF THE
 DE1895'POWER POLE, 23.5 METERS (77.1 FT) EAST NORTHEAST OF A TELEPHONE
 DE1895'JUNCTION BOX, 3.5 METERS (11.5 FT) NORTH OF A DITCH.
 DE1895
 DE1895                          STATION RECOVERY (2003)
 DE1895
 DE1895'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1895'STATION IS LOCATED 7.65 MILES EAST OF EUTAWVILLE, 17.1 MILES NORTHWEST
 DE1895'OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE1895'BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE STATION
 DE1895'FROM THE JUNCTION OF STATE HIGHWAYS 6, 45 (TROJAN ROAD) AND  STATE
 DE1895'ROAD 717 (SPRING PLAINS ROAD), 10.7 MILES EAST SOUTHEAST OF
 DE1895'EUTAWVILLE, GO WEST  NORTHWEST ON HIGHWAYS 6 AND 45 FOR 3.2 MILES TO
 DE1895'THE STATION ON THE RIGHT AT THE  TREE LINE AND ACROSS THE HIGHWAY FROM
 DE1895'A GATED FIELD ACCESS ROAD AT THE EAST END OF  A GRASSY RUNWAY. STATION
 DE1895'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET ABOVE THE
 DE1895'HIGHWAY,  32.6 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 30.0 FEET
 DE1895'WEST OF A POWER POLE  NUMBER 532908, 1.8 FEET SOUTHWEST OF A WITNESS
 DE1895'POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008 062.
 DE1895'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1976 ***********************************************************************
 DE1976  DESIGNATION -  008 063
 DE1976  PID         -  DE1976
 DE1976  STATE/COUNTY-  SC/BERKELEY
 DE1976  USGS QUAD   -  SANDRIDGE (1979)
 DE1976
 DE1976                         *CURRENT SURVEY CONTROL
 DE1976  ___________________________________________________________________
 DE1976* NAD 83(2001)-  33 19 20.44433(N)    080 15 03.31049(W)     ADJUSTED  
 DE1976* NAVD 88     -        28.8    (meters)      94.     (feet)  VERTCON   
 DE1976  ___________________________________________________________________
 DE1976  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 DE1976  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DE1976
 DE1976  HORZ ORDER  -  SECOND
 DE1976
 DE1976.The horizontal coordinates were established by classical geodetic methods
 DE1976.and adjusted by the National Geodetic Survey in March 2004..
 DE1976
 DE1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1976
 DE1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1976
 DE1976.The geoid height was determined by GEOID03.
 DE1976
 DE1976;                    North         East     Units Scale Factor Converg.
 DE1976;SPC SC       -   165,379.913   679,334.577   MT  0.99981188   +0 24 55.0
 DE1976;SPC SC       -   542,585.02  2,228,787.98   iFT  0.99981188   +0 24 55.0
 DE1976;UTM  17      - 3,687,273.521   569,721.203   MT  0.99965993   +0 24 41.5
 DE1976
 DE1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1976!SPC SC       -   1.00000049  x   0.99981188  =   0.99981237
 DE1976!UTM  17      -   1.00000049  x   0.99965993  =   0.99966042
 DE1976
 DE1976|---------------------------------------------------------------------|
 DE1976| PID    Reference Object                     Distance      Geod. Az  |
 DE1976|                                                           dddmmss.s |
 DE1976| DE2578 008 063 RM 1                          9.811 METERS 12602     |
 DE1976| DE1977 008 063 RM 2                        358.940 METERS 32726     |
 DE1976|---------------------------------------------------------------------|
 DE1976
 DE1976                          SUPERSEDED SURVEY CONTROL
 DE1976
 DE1976  NAD 83(1986)-  33 19 20.45427(N)    080 15 03.31326(W) AD(       ) 2
 DE1976  NAD 27      -  33 19 19.86246(N)    080 15 03.98391(W) AD(       ) 2
 DE1976  NGVD 29 (07/19/86)   29.1    (m)           95.     (f) VERT ANG       
 DE1976
 DE1976.Superseded values are not recommended for survey control.
 DE1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1976.See file dsdata.txt to determine how the superseded data were derived.
 DE1976
 DE1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6972187274(NAD 83)
 DE1976_MARKER: DD = SURVEY DISK
 DE1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1976
 DE1976  HISTORY     - Date     Condition        Report By
 DE1976  HISTORY     - 1982     MONUMENTED       SCGS
 DE1976  HISTORY     - 20031126 MARK NOT FOUND   SCGS
 DE1976
 DE1976                          STATION DESCRIPTION
 DE1976
 DE1976'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1976'THE STATION IS LOCATED ABOUT 24 KM (15 MI) WEST OF MONCKS CORNER,
 DE1976'ABOUT 9.7 KM (6 MI) WEST OF THE WEST SIDE OF LAKE MOULTRIE, ABOUT 8.8
 DE1976'KM (5.5 MI) WEST OF CROSS, ABOUT 5 KM (3.2 MI) NORTH OF THE JUNCTION
 DE1976'OF STATE HIGHWAYS 59 AND 311 ON THE PROPERTY OF THE PRESSLEY MEMORIAL
 DE1976'PENTECOSTAL HOLINESS CHURCH.
 DE1976'
 DE1976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 DE1976'HIGHWAYS 311 AND 135, ABOUT (14 MI) WEST OF MONCKS CORNER, GO
 DE1976'WESTERLY ON HIGHWAY 311 FOR 8.4 KM (5.2 MI) TO CROSSROAD, TURN RIGHT,
 DE1976'GO NORTHERLY ON STATE HIGHWAY 59 FOR 5.2 KM (3.2 MI) TO THE STATION
 DE1976'ON RIGHT IN THE SOUTHEAST CORNER CHURCH PROPERTY.
 DE1976'
 DE1976'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1976'---008 063 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1976'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 31.1 METERS SW FROM THE
 DE1976'SOUTHEAST CORNER OF CHURCH, 34.1 METERS SE FROM THE CENTER OF HIGHWAY
 DE1976'S-8-59, 14.0 METERS W FROM THE UTILITY POLE NO 253511,  1.2 METERS NE
 DE1976'FROM THE EDGE OF CULTIVATED FIELD, AND 25.0 METERS ESE FROM THE SOUTH
 DE1976'END OF GUARD RAIL.
 DE1976'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1976'DISK STAMPED---008 063 1982---SET INTO AN IRREGULAR MASS OF
 DE1976'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1976'
 DE1976'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1976'DISK STAMPED---008 063 RM 1 1982---SET INTO THE TOP OF A ROUND
 DE1976'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1976'43.9 METERS SE FROM THE CENTER LINE OF HIGHWAY S-8-89, 31.8 METERS S
 DE1976'FROM THE SOUTH CORNER OF CHURCH,  6.4 METERS SW FROM THE UTILITY POLE
 DE1976'NO 253511,  0.9 METERS NE FROM THE EDGE OF CULTIVATED FIELD, AND IS
 DE1976'LEVEL WITH THE STATION.
 DE1976'
 DE1976'REFERENCE MARK NO. 2 IS A STANDARD USGS DISK STAMPED---13
 DE1976'HLZ 1972---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN
 DE1976'DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND LOCATED 10.2 METERS NW
 DE1976'FROM THE CENTER OF HIGHWAY S-8-59, 18.0 METERS SW FROM THE CENTER OF
 DE1976'HIGHWAY S-8-136, 10.0 METERS NE FROM THE TELEPHONE JUNCTION BOX AND
 DE1976'POLE NO CC18 15,  1.2 METERS ESE FROM THE FENCE,  0.2 METERS ESE FROM
 DE1976'WITNESS POST, AND IS LEVEL WITH THE STATION.
 DE1976'
 DE1976'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1976'STAMPED---008 063 AZMK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1976'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.2 METERS
 DE1976'W FROM THE CENTER OF HIGHWAY S-8-136,  8.5 METERS N FROM THE CENTER
 DE1976'OF DRIVE TO MOBILE HOME,  6.1 METERS NNW FROM THE END OF CULVERT, AND
 DE1976'1.8 METERS W FROM THE SMALL DITCH.
 DE1976'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH
 DE1976'ON HIGHWAY S-8-136 FOR 0.3 KM (0.2 MI) TO AZIMUTH MARK ON LEFT.
 DE1976
 DE1976                          STATION RECOVERY (2003)
 DE1976
 DE1976'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1976'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1976'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1976'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED TO A PAVED OVER
 DE1976'PARKING LOT, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1977 ***********************************************************************
 DE1977  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1977  DESIGNATION -  008 063 RM 2
 DE1977  PID         -  DE1977
 DE1977  STATE/COUNTY-  SC/ORANGEBURG
 DE1977  USGS QUAD   -  SANDRIDGE (1979)
 DE1977
 DE1977                         *CURRENT SURVEY CONTROL
 DE1977  ___________________________________________________________________
 DE1977* NAD 83(2001)-  33 19 30.26243(N)    080 15 10.78207(W)     ADJUSTED  
 DE1977* NAVD 88     -        26.86   (meters)      88.1    (feet)  GPS OBS   
 DE1977  ___________________________________________________________________
 DE1977  X           -     903,162.265 (meters)                     COMP
 DE1977  Y           -  -5,257,741.450 (meters)                     COMP
 DE1977  Z           -   3,484,136.565 (meters)                     COMP
 DE1977  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DE1977  ELLIP HEIGHT-          -5.06  (meters)          (10/01/04) GPS OBS
 DE1977  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DE1977
 DE1977  HORZ ORDER  -  FIRST
 DE1977  ELLP ORDER  -  FOURTH    CLASS I
 DE1977
 DE1977.The horizontal coordinates were established by GPS observations
 DE1977.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1977
 DE1977.The orthometric height was determined by GPS observations and a
 DE1977.high-resolution geoid model using precise GPS observation and
 DE1977.processing techniques.
 DE1977
 DE1977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1977
 DE1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1977
 DE1977.The ellipsoidal height was determined by GPS observations
 DE1977.and is referenced to NAD 83.
 DE1977
 DE1977.The geoid height was determined by GEOID03.
 DE1977
 DE1977;                    North         East     Units Scale Factor Converg.
 DE1977;SPC SC       -   165,680.929   679,139.184   MT  0.99981160   +0 24 50.9
 DE1977;SPC SC       -   543,572.60  2,228,146.93   iFT  0.99981160   +0 24 50.9
 DE1977;UTM  17      - 3,687,574.505   569,525.860   MT  0.99965960   +0 24 37.5
 DE1977
 DE1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1977!SPC SC       -   1.00000079  x   0.99981160  =   0.99981239
 DE1977!UTM  17      -   1.00000079  x   0.99965960  =   0.99966039
 DE1977
 DE1977                          SUPERSEDED SURVEY CONTROL
 DE1977
 DE1977  NAD 83(2001)-  33 19 30.26017(N)    080 15 10.78342(W) AD(       ) 2
 DE1977  NAD 83(1986)-  33 19 30.27009(N)    080 15 10.78623(W) AD(       ) 2
 DE1977  NAD 27      -  33 19 29.67870(N)    080 15 11.45633(W) AD(       ) 2
 DE1977  NGVD 29 (07/19/86)   28.7    (m)           94.     (f) VERT ANG       
 DE1977
 DE1977.Superseded values are not recommended for survey control.
 DE1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1977.See file dsdata.txt to determine how the superseded data were derived.
 DE1977
 DE1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6952687575(NAD 83)
 DE1977_MARKER: DD = SURVEY DISK
 DE1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1977_SP_SET: CONCRETE POST
 DE1977_STAMPING: RM 2 008-063 1982
 DE1977_MARK LOGO: SCGS  
 DE1977_PROJECTION: RECESSED 5 CENTIMETERS
 DE1977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1977+STABILITY: SURFACE MOTION
 DE1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1977+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 DE1977
 DE1977  HISTORY     - Date     Condition        Report By
 DE1977  HISTORY     - 1982     MONUMENTED       SCGS
 DE1977  HISTORY     - 19930920 GOOD             SCGS
 DE1977  HISTORY     - 20031126 GOOD             SCGS
 DE1977
 DE1977                          STATION DESCRIPTION
 DE1977
 DE1977'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1977'STATION IS LOCATED 16.3 MILES (26.2 KM) NORTHWEST OF MONCKS CORNER,
 DE1977'21.0 NORTH NORTHWEST OF SUMMERVILLE, 8.5 MILES (13.7 KM) SOUTHWEST OF
 DE1977'EADYTOWN. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE1977'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION
 DE1977'FROM THE JUNCTION OF STATE HIGHWAYS 311, 6 AND STATE ROAD 135, 10.7
 DE1977'MILES (17.2 KM) NORTHWEST OF MONCKS CORNER, GO WEST ON HIGHWAY 311
 DE1977'FOR 5.2 MILES (8.4 KM) TO THE JUNCTION OF STATE ROAD 59, TURN RIGHT
 DE1977'ON ROAD 59 FOR 3.2 MILES (5.1 KM) TO THE JUNCTION OF STATE ROAD 136,
 DE1977'TURN LEFT ON ROAD 136 FOR 0.2 MILE (0.3 KM) TO THE STATION IN THE
 DE1977'NORTHWEST ANGLE OF A DRIVEWAY TO A MOBILE HOME. STATION IS A CONCRETE
 DE1977'POST FLUSH WITH THE GROUND, 7.2 METERS (23.6 FT) WEST OF THE CENTER
 DE1977'OF THE ROAD, 8.5 METERS (27.9 FT) NORTH OF THE CENTER OF THE
 DE1977'DRIVEWAY, 6.1 METERS (20.0 FT) NORTH NORTHWEST OF THE NORTH END OF A
 DE1977'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 1.8 METERS (5.9 FT) WEST
 DE1977'OF A SMALL DITCH.
 DE1977
 DE1977                          STATION RECOVERY (2003)
 DE1977
 DE1977'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1977'STATION IS LOCATED 7.25 MILES SOUTHEAST OF EUTAWVILLE, 16.5 MILES WEST
 DE1977'NORTHWEST OF  MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1977'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 DE1977'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE1977'6, 45 (TROJAN ROAD) AND  STATE ROAD 717 (SPRING PLAINS ROAD), 10.7
 DE1977'MILES EAST SOUTHEAST OF EUTAWVILLE, GO WEST  NORTHWEST ON HIGHWAYS 6
 DE1977'AND 45 FOR 4.65 MILES TO THE JUNCTION OF STATE ROAD 59  (COUNTY LINE
 DE1977'ROAD) LEFT AT THE ORANGEBURG COUNTY LINE, TURN LEFT ON ROAD 59 FOR 4.4
 DE1977'MILES TO THE JUNCTION OF STATE ROAD 136 (ADDIDAS ROAD), TURN RIGHT ON
 DE1977'ROAD 136  FOR 0.2  MILE TO THE STATION ON THE LEFT IN THE NORTHWEST
 DE1977'ANGLE OF A DRIVEWAY LEADING TO A  RANCH HOUSE NUMBER 348 AND AT THE
 DE1977'BASE OF A LARGE PAMPAS GRASS. STATION IS A CONCRETE POST RECESSED 0.2
 DE1977'FOOT AND 0.5 FOOT BELOW THE ROAD, 25.5 FEET  WEST SOUTHWEST OF THE
 DE1977'CENTER OF THE ROAD, 19.8 FEET NORTH NORTHWEST OF THE  NORTH END OF A
 DE1977'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 35.0 FEET EAST
 DE1977'OF A WOODEN POST PROJECTING 5-FOOT WITH A BIRDHOUSE ATTACHED, 88.2
 DE1977'FEET  NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE. NOTE-STATION IS
 DE1977'CONSIDERED MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3238 ***********************************************************************
 DD3238  DESIGNATION -  008 065
 DD3238  PID         -  DD3238
 DD3238  STATE/COUNTY-  SC/BERKELEY
 DD3238  USGS QUAD   -  BONNEAU (1990)
 DD3238
 DD3238                         *CURRENT SURVEY CONTROL
 DD3238  ___________________________________________________________________
 DD3238* NAD 83(2001)-  33 19 49.10421(N)    079 59 04.31221(W)     ADJUSTED  
 DD3238* NAVD 88     -        24.7    (meters)      81.     (feet)  VERT ANG  
 DD3238  ___________________________________________________________________
 DD3238  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DD3238  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DD3238
 DD3238  HORZ ORDER  -  THIRD
 DD3238
 DD3238.The horizontal coordinates were established by classical geodetic methods
 DD3238.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3238
 DD3238.The orthometric height was determined by vertical angle observations.
 DD3238
 DD3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3238
 DD3238.The geoid height was determined by GEOID03.
 DD3238
 DD3238;                    North         East     Units Scale Factor Converg.
 DD3238;SPC SC       -   166,474.377   704,124.260   MT  0.99981106   +0 33 46.7
 DD3238;SPC SC       -   546,175.78  2,310,118.96   iFT  0.99981106   +0 33 46.7
 DD3238;UTM  17      - 3,688,365.953   594,507.803   MT  0.99971012   +0 33 28.8
 DD3238
 DD3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3238!SPC SC       -   1.00000121  x   0.99981106  =   0.99981227
 DD3238!UTM  17      -   1.00000121  x   0.99971012  =   0.99971133
 DD3238
 DD3238:                Primary Azimuth Mark                     Grid Az
 DD3238:SPC SC       -  29                                       045 49 01.2
 DD3238:UTM  17      -  29                                       045 49 19.1
 DD3238
 DD3238|---------------------------------------------------------------------|
 DD3238| PID    Reference Object                     Distance      Geod. Az  |
 DD3238|                                                           dddmmss.s |
 DD3238| DD3236 29                                  436.476 METERS 0462247.9 |
 DD3238| DD3674 008 065 RM 1                          7.244 METERS 16450     |
 DD3238|---------------------------------------------------------------------|
 DD3238
 DD3238                          SUPERSEDED SURVEY CONTROL
 DD3238
 DD3238  NAD 83(2001)-  33 19 49.10355(N)    079 59 04.31350(W) AD(       ) 2
 DD3238  NAD 83(1986)-  33 19 49.11373(N)    079 59 04.31525(W) AD(       ) 2
 DD3238  NAD 27      -  33 19 48.51167(N)    079 59 05.02596(W) AD(       ) 2
 DD3238  NGVD 29 (07/19/86)   25.0    (m)           82.     (f) VERT ANG       
 DD3238
 DD3238.Superseded values are not recommended for survey control.
 DD3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3238.See file dsdata.txt to determine how the superseded data were derived.
 DD3238
 DD3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9450888366(NAD 83)
 DD3238_MARKER: DD = SURVEY DISK
 DD3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3238_STAMPING: HORZ 008 065 1982
 DD3238_MARK LOGO: SCGS  
 DD3238_PROJECTION: FLUSH
 DD3238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3238+STABILITY: SURFACE MOTION
 DD3238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3238+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DD3238
 DD3238  HISTORY     - Date     Condition        Report By
 DD3238  HISTORY     - 1982     MONUMENTED       SCGS
 DD3238  HISTORY     - 20031118 GOOD             SCGS
 DD3238
 DD3238                          STATION DESCRIPTION
 DD3238
 DD3238'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3238'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTH OF MONCKS CORNER,
 DD3238'ABOUT 4.8 KM (3.0 MI) NORTH OF BONNEAU, ON THE EDGE OF THE DYKE
 DD3238'AROUND LAKE MOULTRIE.
 DD3238'
 DD3238'TO REACH THE STATION FROM THE POST OFFICE IN BONNEAU, GO NORTHERLY ON
 DD3238'U.S. HIGHWAY 52 FOR 0.6 KM (0.35 MI) TO SIDE ROAD LEFT, TURN LEFT, GO
 DD3238'WEST-NORTHWEST ON HIGHWAY S-8-42 FOR 4.3 KM (2.7 MI) TO A SIDE ROAD
 DD3238'RIGHT, TURN RIGHT, GO NORTHEASTERLY ON HIGHWAY S-8-470 FOR 2.9 KM
 DD3238'(1.8 MI) TO POINT WHERE ROAD CURVES LEFT, KEEP STRAIGHT AHEAD FOR 0.8
 DD3238'KM (0.05 MI) TO LOCKED GATE, PASS THROUGH GATE, GO 0.2 KM (0.1 MI) TO
 DD3238'CROSSROAD, TURN LEFT, GO 0.08 KM (0.05 MI) TO STATION ON LEFT.
 DD3238'
 DD3238'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3238'---008 065 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3238'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 21.8 METERS SE FROM THE
 DD3238'CENTER OF ROAD ON DYKE,  2.7 METERS NW FROM THE CENTER OF A SAND
 DD3238'ROAD,  7.2 METERS WNW FROM THE WITNESS POST,  7.0 METERS ENE FROM THE
 DD3238'18 INCH CROCKED PINE TREE, AND  0.4 METERS SE FROM THE EDGE OF ROAD.
 DD3238'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3238'DISK STAMPED---008 065 1982---SET INTO AN IRREGULAR MASS OF
 DD3238'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3238'
 DD3238'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3238'DISK STAMPED---008 065 RM 1 1982---SET INTO THE TOP OF A ROUND
 DD3238'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE
 DD3238'GROUND LOCATED  4.3 METERS SE FROM THE CENTER OF A SAND ROAD, 16.2
 DD3238'METERS NE FROM AN 18 INCH CROCKED PINE TREE,  0.6 METERS NE FROM THE
 DD3238'WITNESS POST,  1.8 METERS SE FROM THE THE EDGE OF ROAD, AND IS LEVEL
 DD3238'WITH THE STATION.
 DD3238'
 DD3238'THE AZIMUTH MARK IS A STANDARD SANTEE DISK STAMPED---1977
 DD3238'NO 29 SANTEE COOPER---SET INTO THE TOP OF A ROUND CONCRETE
 DD3238'MONUMENT 30 CM IN DIAMETER RECESSED 4 INCHES BELOW THE GROUND LOCATED
 DD3238'3.0 METERS SE FROM THE CENTER OF DYKE ROAD,  1.2 METERS NW FROM THE
 DD3238'WITNESS POST,  2.1 METERS NW FROM THE EDGE OF DYKE, AND  5.6 METERS
 DD3238'SE FROM THE EDGE OF DYKE.
 DD3238'TO REACH THE AZIMUTH MARK (SANTEE COOPER)
 DD3238'FROM THE STATION, WALK NORTHEAST ON TOP OF DYKE
 DD3238'FOR 0.5 KM (0.3 MI) TO THE MARK ON RIGHT.  A KEY CAN BE OBTAINED FROM
 DD3238'SANTEE COOPER SURVEY DIVISION FOR GATE ON DYKE AND CAN DRIVE TO AZ MK.
 DD3238
 DD3238                          STATION RECOVERY (2003)
 DD3238
 DD3238'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3238'STATION IS LOCATED 2.3 MILES NORTHWEST OF BONNEAU, 9.45 MILES NORTH OF
 DD3238'MONCKS  CORNER. OWNERSHIP--SANTEE COOPER SURVEY DEPARTMENT, ROUTE 1
 DD3238'RIVERWOOD DRIVE,  MONCKS CORNER, SC 29461, PHONE 843-761-4029. TO
 DD3238'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 17
 DD3238'ALTERNATE, 3.25 MILES  NORTHEAST OF MONCKS CORNER, GO EAST NORTHEAST
 DD3238'ON HIGHWAY 52 FOR 5.85 MILES TO THE  JUNCTION OF STATE ROAD 35 (MURRAY
 DD3238'FERRY ROAD), TURN LEFT ON ROAD 35 FOR 0.65 MILE TO THE  JUNCTION OF
 DD3238'STATE ROAD 42 (BLACK OAK ROAD), TURN LEFT ON ROAD 42 FOR 2.8 MILES TO
 DD3238'THE  JUNCTION OF STATE ROAD 470 (BUFFER ROAD), TURN RIGHT ON ROAD 470
 DD3238'FOR 1.25 MILES TO A DEAD  END SAND ROAD AHEAD AND STATE ROAD 706
 DD3238'(GENERAL MOULTRIE DRIVE) RIGHT, BEAR RIGHT ON  ON ROAD 706 FOR 0.65
 DD3238'MILE TO A SAND ROAD AHEAD (MARTIN LANE), CONTINUE AHEAD ON MARTIN
 DD3238'LANE FOR 0.05 MILE TO A PRIVATE GATE AHEAD, BEAR LEFT ON THE SAND ROAD
 DD3238'FOR 0.05 MILE TO A  SANTEE COOPER LOCKED GATE AT A DIKE ROAD ACCESS,
 DD3238'CONTINUE THROUGH THE GATE FOR 0.15  MILE TO THE STATION ON THE RIGHT
 DD3238'BELOW, NEAR THE NORTH EDGE OF A LOWER SAND ROAD  LEADING TO PRIVATE
 DD3238'PROPERTY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 DD3238'FOOT ABOVE THE  LOWER PRIVATE SAND ROAD, 10.0 FEET NORTH OF THE CENTER
 DD3238'OF THE LOWER PRIVATE  SAND ROAD, 9.8 FEET WEST OF A 0.7-FOOT PINE TREE
 DD3238'WITH A SCGS REFERENCE WASHER  ATTACHED, 40.3 FEET EAST OF A 0.8-FOOT
 DD3238'OAK TREE WITH A SCGS REFERENCE WASHER  ATTACHED, 2.5 FEET SOUTH OF A
 DD3238'WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 29.
 DD3238'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1948 ***********************************************************************
 DE1948  DESIGNATION -  008 066
 DE1948  PID         -  DE1948
 DE1948  STATE/COUNTY-  SC/BERKELEY
 DE1948  USGS QUAD   -  PRINGLETOWN (1987)
 DE1948
 DE1948                         *CURRENT SURVEY CONTROL
 DE1948  ___________________________________________________________________
 DE1948* NAD 83(2001)-  33 13 06.22786(N)    080 16 44.39449(W)     ADJUSTED  
 DE1948* NAVD 88     -        28.2    (meters)      93.     (feet)  VERTCON   
 DE1948  ___________________________________________________________________
 DE1948  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DE1948  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DE1948
 DE1948  HORZ ORDER  -  SECOND
 DE1948
 DE1948.The horizontal coordinates were established by classical geodetic methods
 DE1948.and adjusted by the National Geodetic Survey in March 2004..
 DE1948
 DE1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1948
 DE1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1948
 DE1948.The geoid height was determined by GEOID03.
 DE1948
 DE1948;                    North         East     Units Scale Factor Converg.
 DE1948;SPC SC       -   153,834.791   676,801.072   MT  0.99982443   +0 23 59.0
 DE1948;SPC SC       -   504,707.32  2,220,475.96   iFT  0.99982443   +0 23 59.0
 DE1948;UTM  17      - 3,675,730.436   567,187.247   MT  0.99965565   +0 23 42.0
 DE1948
 DE1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1948!SPC SC       -   1.00000060  x   0.99982443  =   0.99982503
 DE1948!UTM  17      -   1.00000060  x   0.99965565  =   0.99965625
 DE1948
 DE1948|---------------------------------------------------------------------|
 DE1948| PID    Reference Object                     Distance      Geod. Az  |
 DE1948|                                                           dddmmss.s |
 DE1948| DE2579 008 066 RM 1                         13.381 METERS 11804     |
 DE1948| DE1949 008 066 AZ MK                       343.396 METERS 29913     |
 DE1948|---------------------------------------------------------------------|
 DE1948
 DE1948                          SUPERSEDED SURVEY CONTROL
 DE1948
 DE1948  NAD 83(1986)-  33 13 06.23811(N)    080 16 44.39645(W) AD(       ) 2
 DE1948  NAD 27      -  33 13 05.64644(N)    080 16 45.05992(W) AD(       ) 2
 DE1948  NGVD 29 (07/19/86)   28.5    (m)           94.     (f) VERT ANG       
 DE1948
 DE1948.Superseded values are not recommended for survey control.
 DE1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1948.See file dsdata.txt to determine how the superseded data were derived.
 DE1948
 DE1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6718775730(NAD 83)
 DE1948_MARKER: DD = SURVEY DISK
 DE1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE1948
 DE1948  HISTORY     - Date     Condition        Report By
 DE1948  HISTORY     - 1982     MONUMENTED       SCGS
 DE1948  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 DE1948  HISTORY     - 20020910 MARK NOT FOUND   SCGS
 DE1948
 DE1948                          STATION DESCRIPTION
 DE1948
 DE1948'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1948'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) WEST OF MONCKS CORNER,
 DE1948'ABOUT 12.0 KM (7.5 MI) SOUTHWEST OF THE CROSS LOOKOUT TOWER AND
 DE1948'JUNCTION OF STATE HIGHWAYS 6, 311, AND 135 AT THE JUNCTION OF U.S.
 DE1948'HIGHWAY 176 AND HIGHWAY 59.  IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 DE1948'176.  FOR INFORMATION CONTACT--  GEORGE WEATHERS, PRECONSTRUCTION
 DE1948'ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DE1948'
 DE1948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND
 DE1948'S-8-135 (ABOUT 24.2 KM, 15.0 MI, WEST OF MONCKS CORNER), GO NORTHWEST
 DE1948'ALONG U.S. HIGHWAY 176 FOR 2.3 KM (1.45 MI) TO THE STATION ON THE
 DE1948'RIGHT, 0.3 KM (0.2 MI) SOUTHEAST OF THE JUNCTION OF S-8-59.
 DE1948'
 DE1948'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1948'---008 066 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1948'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  4.5 METERS SW FROM A
 DE1948'METAL WITNESS POST,  5.2 METERS NE FROM THE THE CENTER OF HIGHWAY
 DE1948'176,  8.4 METERS W FROM A 10 INCH OAK TREE, AND  9.8 METERS S FROM A
 DE1948'10 INCH PINE TREE.
 DE1948'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1948'DISK STAMPED---008 066 1982---SET INTO AN IRREGULAR MASS OF
 DE1948'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DE1948'
 DE1948'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1948'DISK STAMPED---RM 1 008 066 1982---SET INTO THE TOP OF A ROUND
 DE1948'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1948'14.0 METERS SE FROM A METAL WITNESS POST,  5.9 METERS NE FROM THE THE
 DE1948'CENTER OF HIGHWAY,  5.5 METERS SSW FROM AN 8 INCH HARDWOOD TREE, 28.5
 DE1948'METERS N FROM A POWER LINE POLE, AND IS LEVEL WITH THE STATION.
 DE1948'
 DE1948'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1948'STAMPED---008 066 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DE1948'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.5 METERS
 DE1948'SW FROM THE THE CENTER LINE OF THE HIGHWAY, 33.8 METERS SE FROM THE
 DE1948'THE CENTER OF A DIRT SIDE ROAD,  9.1 METERS NW FROM A 2 INCH PIPE
 DE1948'SUPPORTING A PENTACOSTAL CHURCH SIGN, AND  5.7 METERS E FROM A POWER
 DE1948'LINE POLE 45.0 FEET WEST OF THE WEST END OF A CONCRETE MEDIAN.
 DE1948'
 DE1948'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHWEST
 DE1948'ON U.S. HIGHWAY 176 FOR 0. KM (0.2 MI) TO THE JUNCTION OF S-8-59 ON
 DE1948'THE RIGHT AND THE MARK ON THE LEFT.
 DE1948
 DE1948                          STATION RECOVERY (1997)
 DE1948
 DE1948'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1948'MARK NOT FOUND.
 DE1948
 DE1948                          STATION RECOVERY (2002)
 DE1948
 DE1948'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1948'NOT RECOVERED, DISTANCES PULLED, AREA HAS BEEN RE-SLOPED AND GRADED,
 DE1948'A RESOURCE
 DE1948'GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS CORRECTIONS FROM
 DE1948'A BEACON WAS
 DE1948'USED TO LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
 DE1948'RECOVERY BY T. HALL.
 DE1948' 
 DE1948' 
 DE1948' 
 DE1948' 
 DE1948'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1949 ***********************************************************************
 DE1949  DESIGNATION -  008 066 AZ MK
 DE1949  PID         -  DE1949
 DE1949  STATE/COUNTY-  SC/BERKELEY
 DE1949  USGS QUAD   -  PRINGLETOWN (1987)
 DE1949
 DE1949                         *CURRENT SURVEY CONTROL
 DE1949  ___________________________________________________________________
 DE1949* NAD 83(2001)-  33 13 11.66780(N)    080 16 55.96908(W)     ADJUSTED  
 DE1949* NAVD 88     -        29.3    (meters)      96.     (feet)  VERTCON   
 DE1949  ___________________________________________________________________
 DE1949  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 DE1949  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DE1949
 DE1949  HORZ ORDER  -  SECOND
 DE1949
 DE1949.The horizontal coordinates were established by classical geodetic methods
 DE1949.and adjusted by the National Geodetic Survey in March 2004..
 DE1949
 DE1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1949
 DE1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1949
 DE1949.The geoid height was determined by GEOID03.
 DE1949
 DE1949;                    North         East     Units Scale Factor Converg.
 DE1949;SPC SC       -   154,000.264   676,500.243   MT  0.99982422   +0 23 52.6
 DE1949;SPC SC       -   505,250.21  2,219,488.99   iFT  0.99982422   +0 23 52.6
 DE1949;UTM  17      - 3,675,895.906   566,886.483   MT  0.99965516   +0 23 35.7
 DE1949
 DE1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1949!SPC SC       -   1.00000043  x   0.99982422  =   0.99982465
 DE1949!UTM  17      -   1.00000043  x   0.99965516  =   0.99965559
 DE1949
 DE1949                          SUPERSEDED SURVEY CONTROL
 DE1949
 DE1949  NAD 83(1986)-  33 13 11.67814(N)    080 16 55.97098(W) AD(       ) 2
 DE1949  NAD 27      -  33 13 11.08663(N)    080 16 56.63412(W) AD(       ) 2
 DE1949  NGVD 29 (07/19/86)   29.6    (m)           97.     (f) VERT ANG       
 DE1949
 DE1949.Superseded values are not recommended for survey control.
 DE1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1949.See file dsdata.txt to determine how the superseded data were derived.
 DE1949
 DE1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6688675896(NAD 83)
 DE1949_MARKER: DD = SURVEY DISK
 DE1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1949_SP_SET: CONCRETE POST
 DE1949_STAMPING: 008 066 AZ MK 1982
 DE1949_MARK LOGO: SCGS  
 DE1949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1949+STABILITY: SURFACE MOTION
 DE1949
 DE1949  HISTORY     - Date     Condition        Report By
 DE1949  HISTORY     - 1982     MONUMENTED       SCGS
 DE1949  HISTORY     - 19930920 GOOD             SCGS
 DE1949  HISTORY     - 20020910 MARK NOT FOUND   SCGS
 DE1949
 DE1949                          STATION DESCRIPTION
 DE1949
 DE1949'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1949'STATION IS LOCATED 15.5 MILES (24.9 KM) WEST OF MONCKS CORNER, 14.8
 DE1949'MILES (23.8 KM) NORTH NORTHWEST OF SUMMERVILLE. OWNERSHIP--SCDOT,
 DE1949'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1949'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE1949'176 AND STATE HIGHWAY 311, 17.9 MILES (28.8 KM) NORTH NORTHWEST OF
 DE1949'SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 176 FOR 3.2 MILES (5.1 KM) TO
 DE1949'THE STATION ON THE RIGHT NEAR A POWER POLE AT THE JUNCTION OF STATE
 DE1949'ROAD 59. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 12.5
 DE1949'METERS (41.0 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 33.8 METERS
 DE1949'(110.9 FT) SOUTHEAST OF THE CENTER OF A DIRT SIDE ROAD, 9.1 METERS
 DE1949'(29.9 FT) NORTHWEST OF A 0.2-FOOT PIPE SUPPORTING A SIGN (PENTACOSTAL
 DE1949'CHURCH), 5.7 METERS (18.7 FT) EAST OF THE POWER POLE, 45.0 METERS
 DE1949'(147.6 FT) WEST OF THE WEST END OF A CONCRETE MEDIAN.
 DE1949
 DE1949                          STATION RECOVERY (2002)
 DE1949
 DE1949'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1949'NOT RECOVERED, DISTANCES PULLED, AREA HAS BEEN RE-SLOPED AND GRADED,
 DE1949'A RESOURCE
 DE1949'GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS CORRECTIONS FROM
 DE1949'A BEACON WAS
 DE1949'USED TO LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
 DE1949'RECOVERY BY T. HALL.
 DE1949' 
 DE1949' 
 DE1949' 
 DE1949' 
 DE1949' 
 DE1949'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1901 ***********************************************************************
 DE1901  DESIGNATION -  008 067
 DE1901  PID         -  DE1901
 DE1901  STATE/COUNTY-  SC/BERKELEY
 DE1901  USGS QUAD   -  EADYTOWN (1987)
 DE1901
 DE1901                         *CURRENT SURVEY CONTROL
 DE1901  ___________________________________________________________________
 DE1901* NAD 83(2001)-  33 26 51.47701(N)    080 09 50.15266(W)     ADJUSTED  
 DE1901* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 DE1901  ___________________________________________________________________
 DE1901  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DE1901  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DE1901
 DE1901  HORZ ORDER  -  SECOND
 DE1901
 DE1901.The horizontal coordinates were established by classical geodetic methods
 DE1901.and adjusted by the National Geodetic Survey in March 2004..
 DE1901
 DE1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1901
 DE1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1901
 DE1901.The geoid height was determined by GEOID03.
 DE1901
 DE1901;                    North         East     Units Scale Factor Converg.
 DE1901;SPC SC       -   179,334.599   687,320.068   MT  0.99980110   +0 27 48.7
 DE1901;SPC SC       -   588,368.11  2,254,987.10   iFT  0.99980110   +0 27 48.7
 DE1901;UTM  17      - 3,701,225.814   577,706.374   MT  0.99967444   +0 27 39.0
 DE1901
 DE1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1901!SPC SC       -   1.00000084  x   0.99980110  =   0.99980194
 DE1901!UTM  17      -   1.00000084  x   0.99967444  =   0.99967528
 DE1901
 DE1901:                Primary Azimuth Mark                     Grid Az
 DE1901:SPC SC       -  008 067 AZ MK                            167 58 41.1
 DE1901:UTM  17      -  008 067 AZ MK                            167 58 50.8
 DE1901
 DE1901|---------------------------------------------------------------------|
 DE1901| PID    Reference Object                     Distance      Geod. Az  |
 DE1901|                                                           dddmmss.s |
 DE1901| DE1900 008 067 AZ MK                       APPROX. 0.6 KM 1682629.8 |
 DE1901| DE1519 104                                  16.181 METERS 18137     |
 DE1901|---------------------------------------------------------------------|
 DE1901
 DE1901                          SUPERSEDED SURVEY CONTROL
 DE1901
 DE1901  NAD 83(1986)-  33 26 51.48737(N)    080 09 50.15239(W) AD(       ) 2
 DE1901  NAD 27      -  33 26 50.89782(N)    080 09 50.84379(W) AD(       ) 2
 DE1901  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG       
 DE1901
 DE1901.Superseded values are not recommended for survey control.
 DE1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1901.See file dsdata.txt to determine how the superseded data were derived.
 DE1901
 DE1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7770601226(NAD 83)
 DE1901_MARKER: DD = SURVEY DISK
 DE1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE1901
 DE1901  HISTORY     - Date     Condition        Report By
 DE1901  HISTORY     - 1982     MONUMENTED       SCGS
 DE1901  HISTORY     - 20031201 MARK NOT FOUND   SCGS
 DE1901
 DE1901                          STATION DESCRIPTION
 DE1901
 DE1901'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1901'THE STATION IS LOCATED ABOUT (3 MI) NORTHWEST OF EADYTOWN ON DYKE
 DE1901'NEXT TO SANTEE COOPER SPILLWAY ON LAKE MARION OWNERSHIP---SANTEE
 DE1901'COOPER POWER AUTHORITY FOR INFORMATION CONTACT SANTEE COOPER SURVEY
 DE1901'SECTION MONCKS CORNER SOUTH CAROLINA 803-899-2121.
 DE1901'
 DE1901'TO REACH THE STATION FROM STATION RANDOLPH (JUST NORTH OF SPILLWAY
 DE1901'AND DYKE) GO SOUTH ON STATE ROUTE 260 FOR (0.2 M) TO GATE ON DYKE
 DE1901'PASS THROUGH GATE AND GO (5.0 MI) TO GUARD HOUSE ON LEFT CONTINUE FOR
 DE1901'(0.1 MI) TO APPROACH ROAD ON LEFT AND STATION.
 DE1901'
 DE1901'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1901'---008 067 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1901'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 5.029 METERS ENE
 DE1901'FROM APPROX CENTER OF DYKE, 10.119 METERS ENE FROM WEST SOUTHWEST
 DE1901'EDGE OF DYKE, AND 0.518 METERS WSW FROM METAL WITNESS POST.
 DE1901'
 DE1901'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1901'DISK STAMPED ---008 067 1982--- SET INTO AN IRREGULAR MASS OF
 DE1901'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1901'
 DE1901'REFERENCE MARK NO. 1 IS A STANDARD SCGS DISK STAMPED ---1977
 DE1901'NO 104--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 DE1901'DIAMETER RECESSED 6 INCHES BELOW THE GROUND LOCATED 3.688 METERS NE
 DE1901'FROM FROM APPROX CENTER OF DYKE, 5.943 METERS SW FROM FROM APPROX
 DE1901'CENTER OF ACCESS ROAD, 0.305 METERS SW FROM FROM METAL WITNESS POST,
 DE1901'AND 2 FEET LOWER THAN THE STATION.
 DE1901'
 DE1901'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1901'STAMPED ---008 067 AZMK 1982--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1901'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 2.591
 DE1901'METERS NE FROM APPROX CENTER OF DYKE, 6.645 METERS NE FROM SOUTHWEST
 DE1901'EDGE OF DYKE, AND 0.701 METERS SW FROM METAL WITNESS POST.
 DE1901'
 DE1901'TO REACH THE AZIMUTH MARK FROM STATION GO NORTHERLY ON DYKE FOR (0.3
 DE1901'MI) TO MARK ON LEFT.
 DE1901
 DE1901                          STATION RECOVERY (2003)
 DE1901
 DE1901'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1901'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1901'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1901'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED TO AN AREA
 DE1901'CHANGED DUE TO DIKE ROAD MAINTENANCE, PRESUMED  DESTROYED. RECOVERY BY
 DE1901'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1900 ***********************************************************************
 DE1900  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1900  DESIGNATION -  008 067 AZ MK
 DE1900  PID         -  DE1900
 DE1900  STATE/COUNTY-  SC/BERKELEY
 DE1900  USGS QUAD   -  EADYTOWN (1987)
 DE1900
 DE1900                         *CURRENT SURVEY CONTROL
 DE1900  ___________________________________________________________________
 DE1900* NAD 83(2001)-  33 26 32.69702(N)    080 09 45.57135(W)     ADJUSTED  
 DE1900* NAVD 88     -        26.43   (meters)      86.7    (feet)  GPS OBS   
 DE1900  ___________________________________________________________________
 DE1900  X           -     910,227.265 (meters)                     COMP
 DE1900  Y           -  -5,249,254.599 (meters)                     COMP
 DE1900  Z           -   3,495,003.582 (meters)                     COMP
 DE1900  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 DE1900  ELLIP HEIGHT-          -5.54  (meters)          (10/01/04) GPS OBS
 DE1900  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DE1900
 DE1900  HORZ ORDER  -  FIRST
 DE1900  ELLP ORDER  -  FOURTH    CLASS I
 DE1900
 DE1900.The horizontal coordinates were established by GPS observations
 DE1900.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1900
 DE1900.The orthometric height was determined by GPS observations and a
 DE1900.high-resolution geoid model using precise GPS observation and
 DE1900.processing techniques.
 DE1900
 DE1900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1900
 DE1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1900
 DE1900.The ellipsoidal height was determined by GPS observations
 DE1900.and is referenced to NAD 83.
 DE1900
 DE1900.The geoid height was determined by GEOID03.
 DE1900
 DE1900;                    North         East     Units Scale Factor Converg.
 DE1900;SPC SC       -   178,757.098   687,443.051   MT  0.99980146   +0 27 51.2
 DE1900;SPC SC       -   586,473.42  2,255,390.59   iFT  0.99980146   +0 27 51.2
 DE1900;UTM  17      - 3,700,648.381   577,829.314   MT  0.99967468   +0 27 41.3
 DE1900
 DE1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1900!SPC SC       -   1.00000087  x   0.99980146  =   0.99980233
 DE1900!UTM  17      -   1.00000087  x   0.99967468  =   0.99967555
 DE1900
 DE1900:                Primary Azimuth Mark                     Grid Az
 DE1900:SPC SC       -  008 068 RM 2                             161 47 19.3
 DE1900:UTM  17      -  008 068 RM 2                             161 47 29.2
 DE1900
 DE1900|---------------------------------------------------------------------|
 DE1900| PID    Reference Object                     Distance      Geod. Az  |
 DE1900|                                                           dddmmss.s |
 DE1900| DE1898 008 068 RM 2                        APPROX. 3.5 KM 1621510.5 |
 DE1900| DE1901 008 067                             APPROX. 0.6 KM 3482632.3 |
 DE1900|---------------------------------------------------------------------|
 DE1900
 DE1900                          SUPERSEDED SURVEY CONTROL
 DE1900
 DE1900  NAD 83(2001)-  33 26 32.69542(N)    080 09 45.57365(W) AD(       ) 2
 DE1900  NAD 83(1986)-  33 26 32.70577(N)    080 09 45.57341(W) AD(       ) 2
 DE1900  NAD 27      -  33 26 32.11580(N)    080 09 46.26463(W) AD(       ) 2
 DE1900  NGVD 29 (07/19/86)   27.0    (m)           89.     (f) VERT ANG       
 DE1900
 DE1900.Superseded values are not recommended for survey control.
 DE1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1900.See file dsdata.txt to determine how the superseded data were derived.
 DE1900
 DE1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7782900648(NAD 83)
 DE1900_MARKER: DD = SURVEY DISK
 DE1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1900_SP_SET: CONCRETE POST
 DE1900_STAMPING: 008 067 AZ MK 1982
 DE1900_MARK LOGO: SCGS  
 DE1900_PROJECTION: RECESSED 15 CENTIMETERS
 DE1900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1900+STABILITY: SURFACE MOTION
 DE1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1900+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 DE1900
 DE1900  HISTORY     - Date     Condition        Report By
 DE1900  HISTORY     - 1982     MONUMENTED       SCGS
 DE1900  HISTORY     - 19930920 GOOD             SCGS
 DE1900  HISTORY     - 20031201 GOOD             SCGS
 DE1900
 DE1900                          STATION DESCRIPTION
 DE1900
 DE1900'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1900'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTHWEST OF EADYTOWN, ON THE
 DE1900'LAKE MARION DIKE. OWNERHSHIP--SANTEE COOPER. TO REACH THE STATION
 DE1900'FROM THE JUNCTION OF STATE HIGHWAY 260 AND STATE ROAD 25 IN JORDAN,
 DE1900'GO SOUTHEAST ON HIGHWAY 260 FOR 6.4 MILES (10.3 KM) TO THE END OF
 DE1900'PAVEMENT, CONTINUE AHEAD FOR 0.05 MILE (0.08 KM) ALONG A GRAVEL ROAD
 DE1900'TO A CHAIN LINK FENCE AND GATE, CONTINUE THROUGH GATE ALONG THE
 DE1900'SANTEE COOPER DAM FOR 5.2 MILES (8.4 KM) TO THE SOUTH END OF THE
 DE1900'SPILLWAY, CONTINUE ALONG THE DIKE ACCESS ROAD FOR 0.4 MILE (0.6 KM)
 DE1900'TO THE STATION ON THE LEFT. STATION IS A CONCRETE POST FLUSH WITH THE
 DE1900'GROUND, 2.6 METERS (8.5 FT) NORTHEAST OF THE CENTER OF THE DIKE, 6.6
 DE1900'METERS (21.7 FT) NORTHEAST OF THE SOUTHWEST EDGE OF DIKE, 0.7 METER
 DE1900'(2.3 FT) SOUTHWEST OF A WITNESS POST.
 DE1900
 DE1900                          STATION RECOVERY (2003)
 DE1900
 DE1900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1900'STATION IS LOCATED 11.2 MILES EAST NORTHEAST OF EUTAWVILLE, 19.1 MILES
 DE1900'NORTH  NORTHWEST OF MONCKS CORNER. OWNERSHIP--SANTEE COOPER SURVEY
 DE1900'DEPARTMENT, ROUTE 1 RIVERWOOD DRIVE, MONCKS CORNER, SC 29461, PHONE
 DE1900'843-761-4029. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE1900'6, 45 (TROJAN ROAD) AND STATE  ROAD 717 (SPRING PLAINS ROAD), 10.7
 DE1900'MILES EAST SOUTHEAST OF EUTAWVILLE, GO EAST  SOUTHEAST ON HIGHWAY 45
 DE1900'FOR 5.95 MILES TO THE JUNCTION OF STATE ROAD 31 (EDGEWATER  ROAD)
 DE1900'LEFT, TURN LEFT ON ROAD 31 FOR 1.85 MILES TO THE JUNCTION OF WILSON
 DE1900'LANDING ROAD  RIGHT AND HARRYS FISH CAMP (ALSO DEAD END) AHEAD AND
 DE1900'BEARS RIGHT AND SANTEE COOPER  CAMP II MAINTENANCE AHEAD AND BEARS
 DE1900'LEFT, TURN RIGHT ON WILSON LANDING ROAD FOR 2.5  MILES TO THE SPLIT
 DE1900'JUNCTION OF A GRAVEL ROAD AHEAD AND MAIN ROAD BEARS LEFT, BEAR LEFT
 DE1900'ON THE MAIN ROAD FOR 0.15 MILE TO A LOCKED GATE AT THE SANTEE COOPER
 DE1900'SPILLWAY, CONTINUE  THROUGH GATE FOR 0.65 MILE TO THE TOP OF A DIKE
 DE1900'AND A GRAVEL DIKE ROAD, TURN LEFT ATOP  THE  DIKE FOR 0.35 MILE TO THE
 DE1900'STATION ON THE LEFT. STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND
 DE1900'0.5 FOOT BELOW THE GRAVEL DIKE  ROAD, 10.0 FEET NORTHEAST OF THE
 DE1900'CENTER OF THE DIKE ROAD, 44.5 FEET NORTH OF A  SANTEE COOPER SURVEY
 DE1900'STATION P.T. R 65+94.08 SET ON THE DIKE WALL, 68.9 FEET  SOUTHEAST OF
 DE1900'SANTEE COOPER SURVEY STATION STA. R 65+00 SET ON THE TOP OF THE DIKE
 DE1900'WALL, 22.2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE DIKE WALL, 2.2
 DE1900'FEET WEST  SOUTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1897 ***********************************************************************
 DE1897  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1897  DESIGNATION -  008 068
 DE1897  PID         -  DE1897
 DE1897  STATE/COUNTY-  SC/BERKELEY
 DE1897  USGS QUAD   -  EADYTOWN (1987)
 DE1897
 DE1897                         *CURRENT SURVEY CONTROL
 DE1897  ___________________________________________________________________
 DE1897* NAD 83(2001)-  33 24 36.55504(N)    080 09 02.18685(W)     ADJUSTED  
 DE1897* NAVD 88     -        23.49   (meters)      77.1    (feet)  GPS OBS   
 DE1897  ___________________________________________________________________
 DE1897  X           -     911,668.092 (meters)                     COMP
 DE1897  Y           -  -5,251,002.639 (meters)                     COMP
 DE1897  Z           -   3,492,015.594 (meters)                     COMP
 DE1897  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 DE1897  ELLIP HEIGHT-          -8.51  (meters)          (10/01/04) GPS OBS
 DE1897  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DE1897
 DE1897  HORZ ORDER  -  FIRST
 DE1897  ELLP ORDER  -  FOURTH    CLASS I
 DE1897
 DE1897.The horizontal coordinates were established by GPS observations
 DE1897.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1897
 DE1897.The orthometric height was determined by GPS observations and a
 DE1897.high-resolution geoid model using precise GPS observation and
 DE1897.processing techniques.
 DE1897
 DE1897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1897
 DE1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1897
 DE1897.The ellipsoidal height was determined by GPS observations
 DE1897.and is referenced to NAD 83.
 DE1897
 DE1897.The geoid height was determined by GEOID03.
 DE1897
 DE1897;                    North         East     Units Scale Factor Converg.
 DE1897;SPC SC       -   175,188.860   688,592.767   MT  0.99980383   +0 28 15.2
 DE1897;SPC SC       -   574,766.60  2,259,162.62   iFT  0.99980383   +0 28 15.2
 DE1897;UTM  17      - 3,697,080.536   578,978.700   MT  0.99967690   +0 28 03.8
 DE1897
 DE1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1897!SPC SC       -   1.00000134  x   0.99980383  =   0.99980517
 DE1897!UTM  17      -   1.00000134  x   0.99967690  =   0.99967824
 DE1897
 DE1897:                Primary Azimuth Mark                     Grid Az
 DE1897:SPC SC       -  REC                                      250 32 32.8
 DE1897:UTM  17      -  REC                                      250 32 44.2
 DE1897
 DE1897|---------------------------------------------------------------------|
 DE1897| PID    Reference Object                     Distance      Geod. Az  |
 DE1897|                                                           dddmmss.s |
 DE1897| DE1904 REC                                 APPROX. 4.9 KM 2510048.0 |
 DE1897| DE2581 008 068 RM 1                          6.684 METERS 26554     |
 DE1897| DE1898 008 068 RM 2                        248.562 METERS 34735     |
 DE1897|---------------------------------------------------------------------|
 DE1897
 DE1897                          SUPERSEDED SURVEY CONTROL
 DE1897
 DE1897  NAD 83(2001)-  33 24 36.55325(N)    080 09 02.18896(W) AD(       ) 2
 DE1897  NAD 83(1986)-  33 24 36.56360(N)    080 09 02.18894(W) AD(       ) 2
 DE1897  NAD 27      -  33 24 35.97109(N)    080 09 02.87936(W) AD(       ) 2
 DE1897  NGVD 29 (07/19/86)   23.9    (m)           78.     (f) VERT ANG       
 DE1897
 DE1897.Superseded values are not recommended for survey control.
 DE1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1897.See file dsdata.txt to determine how the superseded data were derived.
 DE1897
 DE1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7897997081(NAD 83)
 DE1897_MARKER: DD = SURVEY DISK
 DE1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1897_SP_SET: CONCRETE POST
 DE1897_STAMPING: HORZ 008 068 1982
 DE1897_MARK LOGO: SCGS  
 DE1897_PROJECTION: FLUSH
 DE1897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1897+STABILITY: SURFACE MOTION
 DE1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1897+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DE1897
 DE1897  HISTORY     - Date     Condition        Report By
 DE1897  HISTORY     - 1982     MONUMENTED       SCGS
 DE1897  HISTORY     - 1982     GOOD             SCGS
 DE1897  HISTORY     - 19930920 GOOD             SCGS
 DE1897  HISTORY     - 20031118 GOOD             SCGS
 DE1897
 DE1897                          STATION DESCRIPTION
 DE1897
 DE1897'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1897'THE STATION IS LOCATED ABOUT (.7 MI) NORTHWEST OF EADYTOWN ABOUT (.6
 DE1897'MI) NORTHWEST OF THE JUNCTION OF S-8-31 AND S-8-23 FOR INFORMATION
 DE1897'CONTACT---MR. GEORGE WEATHERS OWNERSHIP---SCPA LEASED BY HARRYS FISH
 DE1897'CAMP FOR INFORMATION CONTACT SANTEE COOPER SURVEY SECTION MONCKS
 DE1897'CORNER, SOUTH CAROLINA.
 DE1897'
 DE1897'TO REACH THE STATION FROM POST OFFICE IN PINEVILLE GO WESTERLY ON
 DE1897'STATE ROUTE 45 FOR (.6 MI) TO A FORK CONTINUE FOWARD ON S-8-31 FOR
 DE1897'(1.9 MI) TO WHERE S-8-31 MAKE SHARP RIGHT TURN RIGHT THEN A LEFT ON A
 DE1897'DIRT ROAD FOR (0.1 MI) TO A STOP SIGN CONTINUE ON THROUGH AN ABANDON
 DE1897'CAMP FOR (0.05 MI) TO STATION BY WATERS EDGE.
 DE1897'
 DE1897'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1897'---008 068 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1897'INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND LOCATED
 DE1897'19.569 METERS WNW FROM WEST EDGE OF BOAT LANDING, 24.841 METERS SE
 DE1897'FROM LIGHT POLE, 12.253 METERS NE FROM 24 INCH PINE TREE, AND 11.308
 DE1897'METERS E FROM APPROX EDGE OF LAKE MARION.
 DE1897'
 DE1897'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1897'DISK STAMPED ---008 068 1982--- SET INTO AN IRREGULAR MASS OF
 DE1897'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1897'
 DE1897'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1897'DISK STAMPED ---008 068 1982 RM1--- SET INTO THE TOP OF A ROUND
 DE1897'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1897'25.024 METERS WNW FROM WEST EDGE OF BOAT LANDING, 25.518 METERS S
 DE1897'FROM LIGHT POLE, 5.212 METERS ESE FROM APPROX EDGE OF LAKE MARION,
 DE1897'7.468 METERS N FROM 24 INCH PINE TREE, AND IS LEVEL WITH THE STATION.
 DE1897'
 DE1897'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1897'DISK STAMPED ---008 068 1982 RM2--- SET INTO THE TOP OF A ROUND
 DE1897'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1897'4.755 METERS SW FROM FLAG POLE, 1.036 METERS NNE FROM METAL WITNESS
 DE1897'POST, 2.164 METERS NE FROM SOUTH POLE OF LARGE BIRDHOUSE, 7.376
 DE1897'METERS N FROM CONCRETE LAKE WALL, AND IS LEVEL WITH THE STATION.
 DE1897'
 DE1897'TO REACH THE AZIMUTH MARK FROM STATION GO EASTERLY ON DIRT ROAD FOR
 DE1897'(0.15 MI) TO A PAVED ROAD TURN LEFT TO HARRYS FISH CAMP TO A LARGE
 DE1897'BIRD HOUSE AND FLAG POLE IN FRONT OF RESTURANT AND STATION (RM 2).
 DE1897
 DE1897                          STATION RECOVERY (1982)
 DE1897
 DE1897'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DE1897'RECOVERED IN GOOD CONDITION.
 DE1897
 DE1897                          STATION RECOVERY (1993)
 DE1897
 DE1897'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1897'STATION IS LOCATED IN EADYTOWN, 16.7 MILES (26.9 KM) NORTHWEST OF
 DE1897'MONCKS CORNER, AT THE EDGE OF LAKE MARION. OWNERSHIP--SANTEE COOPER.
 DE1897'TO REACH THE STATION FROM THE POST OFFICE IN PINEVILLE, GO WEST ON
 DE1897'STATE HIGHWAY 45 FOR 5.9 MILES (9.5 KM) TO THE JUNCTION OF STATE ROAD
 DE1897'31, BEAR LEFT ON ROAD 31 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF
 DE1897'STATE ROAD 23, CONTINUE ON ROAD 31 FOR 0.2 MILE (0.3 KM) TO WHERE
 DE1897'ROAD 31 TURNS SHARP RIGHT, TURN RIGHT THEN LEFT ON A DIRT ROAD FOR
 DE1897'0.1 MILE (0.2 KM) TO A STOP SIGN, CONTINUE THROUGH AN ABANDONED CAMP
 DE1897'FOR 0.05 MILE (0.08 KM) TO THE STATION AT THE WATERS EDGE. STATION IS
 DE1897'A CONCRETE POST PROJECTING 0.1 FOOT, 19.6 METERS (64.3 FT) WEST
 DE1897'NORTHWEST OF THE WEST EDGE OF A BOAT LANDING, 24.8 METERS (81.4 FT)
 DE1897'SOUTHEAST OF A LIGHT POLE, 12.2 METERS (40.0 FT) NORTHEAST OF 2.0-FOOT
 DE1897'PINE TREE, 11.3 METERS (37.1 FT) EAST OF THE EDGE OF LAKE MARION.
 DE1897
 DE1897                          STATION RECOVERY (2003)
 DE1897
 DE1897'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1897'STATION IS LOCATED 11.45 MILES EAST OF EUTAWVILLE, 16.8 MILES NORTH
 DE1897'NORTHWEST OF  MONCKS CORNER. OWNERSHIP--MRS. WILMA J. MARTIN, 1401
 DE1897'EDGEWATER ROAD, PINEVILLE, SC  29468, PHONE 843-351-4741 (REQUIRES A
 DE1897'CALL PRIOR TO OBSERVATIONS). TO REACH THE STATION FROM THE JUNCTION OF
 DE1897'STATE HIGHWAYS 6, 45 (TROJAN ROAD) AND STATE  ROAD 717 (SPRING PLAINS
 DE1897'ROAD), 10.7 MILES EAST SOUTHEAST OF EUTAWVILLE, GO EAST  SOUTHEAST ON
 DE1897'HIGHWAY 45 FOR 5.95 MILES TO THE JUNCTION OF STATE ROAD 31 (EDGEWATER
 DE1897'ROAD) LEFT, TURN LEFT ON ROAD 31 FOR 1.85 MILES TO THE JUNCTION OF
 DE1897'WILSON LANDING ROAD  RIGHT AND HARRYS FISH CAMP (ALSO DEAD END) AHEAD
 DE1897'AND BEARS RIGHT AND SANTEE COOPER  CAMP II MAINTENANCE AHEAD AND BEARS
 DE1897'LEFT, CONTINUE AHEAD AND LEFT TOWARD THE  SANTEE COOPER CAMP II FOR
 DE1897'0.05 MILE TO A GRASSY DRIVEWAY LEFT LEADING TO A SMALL  WOODEN HOUSE
 DE1897'NUMBER 1401, TURN LEFT ON THE DRIVEWAY FOR 0.1 MILE TO THE  RESIDENCE
 DE1897'(AFTER OBTAINING PERMISSION), PROCEED FOR 0.1 MILE TO THE STATION NEAR
 DE1897'AN  UNUSED BOAT RAMP AND CANAL AT THE SOUTHWEST CORNER OF THE LOT.
 DE1897'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 26.7 FEET NORTHWEST
 DE1897'OF A  1.3-FOOT PIN OAK TREE ON THE WEST EDGE OF AN ABANDONED BOAT
 DE1897'LAUNCH/CANAL, 30.0  FEET WEST OF A 1.0-FOOT CYPRESS TREE ON THE WEST
 DE1897'EDGE OF AN ABANDONED BOAT  LAUNCH/CANAL, 147.8 FEET WEST SOUTHWEST OF
 DE1897'THE SOUTHWEST CORNER OF AN  ABANDONED BRICK CHIMNEY, 33.0 FEET EAST OF
 DE1897'A WOOD SECURITY LIGHT POST, 60.7  FEET SOUTH SOUTHEAST OF A 1.5-FOOT
 DE1897'PINE TREE WITH A SCGS REFERENCE WASHER  ATTACHED NEAR THE WATERS EDGE.
 DE1897'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1898 ***********************************************************************
 DE1898  DESIGNATION -  008 068 RM 2
 DE1898  PID         -  DE1898
 DE1898  STATE/COUNTY-  SC/BERKELEY
 DE1898  USGS QUAD   -  EADYTOWN (1987)
 DE1898
 DE1898                         *CURRENT SURVEY CONTROL
 DE1898  ___________________________________________________________________
 DE1898* NAD 83(2001)-  33 24 44.43400(N)    080 09 04.25649(W)     ADJUSTED  
 DE1898* NAVD 88     -        23.5    (meters)      77.     (feet)  VERTCON   
 DE1898  ___________________________________________________________________
 DE1898  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DE1898  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DE1898
 DE1898  HORZ ORDER  -  SECOND
 DE1898
 DE1898.The horizontal coordinates were established by classical geodetic methods
 DE1898.and adjusted by the National Geodetic Survey in March 2004..
 DE1898
 DE1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1898
 DE1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1898
 DE1898.The geoid height was determined by GEOID03.
 DE1898
 DE1898;                    North         East     Units Scale Factor Converg.
 DE1898;SPC SC       -   175,431.107   688,537.310   MT  0.99980366   +0 28 14.1
 DE1898;SPC SC       -   575,561.37  2,258,980.68   iFT  0.99980366   +0 28 14.1
 DE1898;UTM  17      - 3,697,322.755   578,923.263   MT  0.99967679   +0 28 02.8
 DE1898
 DE1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1898!SPC SC       -   1.00000133  x   0.99980366  =   0.99980499
 DE1898!UTM  17      -   1.00000133  x   0.99967679  =   0.99967812
 DE1898
 DE1898                          SUPERSEDED SURVEY CONTROL
 DE1898
 DE1898  NAD 83(1986)-  33 24 44.44436(N)    080 09 04.25646(W) AD(       ) 2
 DE1898  NAD 27      -  33 24 43.85202(N)    080 09 04.94698(W) AD(       ) 2
 DE1898  NGVD 29 (07/19/86)   23.8    (m)           78.     (f) VERT ANG       
 DE1898
 DE1898.Superseded values are not recommended for survey control.
 DE1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1898.See file dsdata.txt to determine how the superseded data were derived.
 DE1898
 DE1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7892397323(NAD 83)
 DE1898_MARKER: DD = SURVEY DISK
 DE1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1898_SP_SET: CONCRETE POST
 DE1898_STAMPING: 008 068 1982 RM 2
 DE1898_MARK LOGO: SCGS  
 DE1898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1898+STABILITY: SURFACE MOTION
 DE1898
 DE1898  HISTORY     - Date     Condition        Report By
 DE1898  HISTORY     - 1982     MONUMENTED       SCGS
 DE1898  HISTORY     - 19930920 GOOD             SCGS
 DE1898  HISTORY     - 20031119 MARK NOT FOUND   SCGS
 DE1898
 DE1898                          STATION DESCRIPTION
 DE1898
 DE1898'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1898'STATION IS LOCATED IN EADYTOWN, 16.7 MILES (26.9 KM) NORTHWEST OF
 DE1898'MONCKS CORNER, AT THE EDGE OF LAKE MARION. OWNERSHIP--SANTEE COOPER.
 DE1898'TO REACH THE STATION FROM THE POST OFFICE IN PINEVILLE, GO WEST ON
 DE1898'STATE HIGHWAY 45 FOR 5.9 MILES (9.5 KM) TO THE JUNCTION OF STATE ROAD
 DE1898'31, BEAR LEFT ON ROAD 31 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF
 DE1898'STATE ROAD 23, CONTINUE ON ROAD 31 FOR 0.2 MILE (0.3 KM) TO WHERE
 DE1898'ROAD 31 TURNS SHARP RIGHT, TURN RIGHT TO HARRYS FISH CAMP AND THE
 DE1898'STATION NEAR A LARGE BIRD HOUSE AND FLAG POLE IN FRONT OF THE
 DE1898'RESTAURANT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 4.7
 DE1898'METERS (15.4 FT) SOUTHWEST OF THE FLAG POLE, 1.0 METER (3.3 FT) NORTH
 DE1898'NORTHEAST OF A WITNESS POST, 2.2 METERS (7.2 FT) NORTHEAST OF THE
 DE1898'SOUTH POLE OF THE BIRD HOUSE, 7.4 METERS (24.3 FT) NORTH OF A
 DE1898'CONCRETE LAKE WALL.
 DE1898
 DE1898                          STATION RECOVERY (2003)
 DE1898
 DE1898'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1898'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1898'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1898'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED DUE TO
 DE1898'PARKING LOT SCRAPING AND MAINTENANCE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE2056 ***********************************************************************
 DE2056  HT_MOD      -  This is a Height Modernization Survey Station.
 DE2056  DESIGNATION -  009 001
 DE2056  PID         -  DE2056
 DE2056  STATE/COUNTY-  SC/CALHOUN
 DE2056  USGS QUAD   -  FORT MOTTE (1987)
 DE2056
 DE2056                         *CURRENT SURVEY CONTROL
 DE2056  ___________________________________________________________________
 DE2056* NAD 83(2001)-  33 42 01.15152(N)    080 37 47.57285(W)     ADJUSTED  
 DE2056* NAVD 88     -        61.58   (meters)     202.0    (feet)  GPS OBS   
 DE2056  ___________________________________________________________________
 DE2056  X           -     864,821.525 (meters)                     COMP
 DE2056  Y           -  -5,240,924.838 (meters)                     COMP
 DE2056  Z           -   3,518,857.246 (meters)                     COMP
 DE2056  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DE2056  ELLIP HEIGHT-          30.15  (meters)          (05/06/05) GPS OBS
 DE2056  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DE2056
 DE2056  HORZ ORDER  -  FIRST
 DE2056  ELLP ORDER  -  FOURTH    CLASS II
 DE2056
 DE2056.The horizontal coordinates were established by GPS observations
 DE2056.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DE2056
 DE2056.The orthometric height was determined by GPS observations and a
 DE2056.high-resolution geoid model using precise GPS observation and
 DE2056.processing techniques.
 DE2056
 DE2056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2056
 DE2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2056
 DE2056.The ellipsoidal height was determined by GPS observations
 DE2056.and is referenced to NAD 83.
 DE2056
 DE2056.The geoid height was determined by GEOID03.
 DE2056
 DE2056;                    North         East     Units Scale Factor Converg.
 DE2056;SPC SC       -   207,102.679   643,905.791   MT  0.99979380   +0 12 18.7
 DE2056;SPC SC       -   679,470.73  2,112,551.81   iFT  0.99979380   +0 12 18.7
 DE2056;UTM  17      - 3,728,990.317   534,299.307   MT  0.99961450   +0 12 19.3
 DE2056
 DE2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2056!SPC SC       -   0.99999527  x   0.99979380  =   0.99978907
 DE2056!UTM  17      -   0.99999527  x   0.99961450  =   0.99960977
 DE2056
 DE2056:                Primary Azimuth Mark                     Grid Az
 DE2056:SPC SC       -  009 001 AZ MK                            323 07 23.5
 DE2056:UTM  17      -  009 001 AZ MK                            323 07 22.9
 DE2056
 DE2056|---------------------------------------------------------------------|
 DE2056| PID    Reference Object                     Distance      Geod. Az  |
 DE2056|                                                           dddmmss.s |
 DE2056| DE2057 009 001 AZ MK                       418.521 METERS 3231942.2 |
 DE2056| DE2582 009 001 RM 1                         10.350 METERS 32459     |
 DE2056|---------------------------------------------------------------------|
 DE2056
 DE2056                          SUPERSEDED SURVEY CONTROL
 DE2056
 DE2056  NAD 83(2001)-  33 42 01.15285(N)    080 37 47.57459(W) AD(       ) 2
 DE2056  NAD 83(1986)-  33 42 01.16349(N)    080 37 47.57341(W) AD(       ) 2
 DE2056  NAD 27      -  33 42 00.59862(N)    080 37 48.25840(W) AD(       ) 2
 DE2056  NGVD 29 (07/19/86)   62.4    (m)          205.     (f) VERT ANG       
 DE2056
 DE2056.Superseded values are not recommended for survey control.
 DE2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2056.See file dsdata.txt to determine how the superseded data were derived.
 DE2056
 DE2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3429928990(NAD 83)
 DE2056_MARKER: DD = SURVEY DISK
 DE2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2056_SP_SET: CONCRETE POST
 DE2056_STAMPING: HORZ 009 001 1982
 DE2056_MARK LOGO: SCGS  
 DE2056_PROJECTION: RECESSED 15 CENTIMETERS
 DE2056_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2056+STABILITY: SURFACE MOTION
 DE2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2056+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DE2056
 DE2056  HISTORY     - Date     Condition        Report By
 DE2056  HISTORY     - 1982     MONUMENTED       SCGS
 DE2056  HISTORY     - 1982     GOOD             SCGS
 DE2056  HISTORY     - 19890329 GOOD             SCGS
 DE2056  HISTORY     - 19960209 GOOD             GEOMET
 DE2056  HISTORY     - 20031118 GOOD             SCGS
 DE2056
 DE2056                          STATION DESCRIPTION
 DE2056
 DE2056'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE2056'THE STATION IS LOCATED ABOUT (1 MI) FROM THE JUNCTION OF U.S. HIGHWAY
 DE2056'601 AND STATE ROUTE 267 (4 MI) FROM THE JUNCTION OF STATE ROUTES 267
 DE2056'AND 419 OWNERSHIP THE STATE OF SOUTH CAROLINA, CONTACT MR. GEORGE
 DE2056'WEATHERS PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA, S.C. 29202.
 DE2056'
 DE2056'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 267 AND 6 1
 DE2056'MILE WEST OF ELLOREE) GO NORTHWEST ON 267 FOR (10.2 MI) TO JUNCTION
 DE2056'OF STATE ROUTE 419 ON THE LEFT CONTINUE ON 267 FOR (2.15 MI) TO
 DE2056'STATION ON THE LEFT.
 DE2056'
 DE2056'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE2056'---009 001 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE2056'INCHES IN DIAMETER RECESSED 4 INCHES BELOW THE GROUND LOCATED 17.5
 DE2056'FEET ENE FROM CENTERLINE OF, 6.9 FEET WSW FROM METAL WITNESS POST,
 DE2056'153.2 FEET S FROM LARGE TREE AT FIELD ENTRANCE ROAD, AND 168.1 FEET
 DE2056'SSW FROM APPROX CENTER OF FIELD ROAD AT ENTRANCE.
 DE2056'
 DE2056'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE2056'DISK STAMPED ---009 001 1982--- SET INTO AN IRREGULAR MASS OF
 DE2056'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE2056'
 DE2056'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE2056'DISK STAMPED ---009 001 1982 RM1--- SET INTO THE TOP OF A ROUND
 DE2056'CONCRETE MONUMENT 12 INCHES IN DIAMETER RECESSED BELOW THE GROUND
 DE2056'LOCATED 16.5 FEET ENE FROM CENTERLINE OF, 8.6 FEET WSW FROM METAL
 DE2056'WITNESS POST, 135.0 FEET SSW FROM APPROX CENTER OF FIELD ROAD, 121.1
 DE2056'FEET S FROM LARGE TREE AT FIELD ROAD ENTRANCE, AND IS LEVEL WITH THE
 DE2056'STATION.
 DE2056'
 DE2056'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE2056'STAMPED ---009 001 1982 AZMK--- SET INTO THE TOP OF A ROUND CONCRETE
 DE2056'MONUMENT 12 INCHES IN DIAMETER RECESSED 5 INCHES BELOW THE GROUND
 DE2056'LOCATED 17.5 FEET WSW FROM CENTERLINE OF, 4.9 FEET ENE FROM METAL
 DE2056'WITNESS POST, 37.0 FEET N FROM WEST END OF METAL CULVERT, AND 36.5
 DE2056'FEET N FROM 6 INCH BLUE POST 3 FEET HIGH.
 DE2056'
 DE2056'TO REACH THE AZIMUTH MARK FROM STATION GO NORTHWESTERLY ON S.C. 267
 DE2056'FOR (0.25 MI) TO MARK ON LEFT.
 DE2056
 DE2056                          STATION RECOVERY (1982)
 DE2056
 DE2056'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DE2056'RECOVERED IN GOOD CONDITION.
 DE2056
 DE2056                          STATION RECOVERY (1989)
 DE2056
 DE2056'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 DE2056'STATION IS LOCATED 4.4 MILES SOUTHEAST OF FORT MOTTE, 5.6 MILES NORTH
 DE2056'NORTHWEST OF LONE STAR.  OWNERSHIP--SCDHPT, DIRECTOR OF
 DE2056'PRECONSTRUCTION, P.O. BOX 191 COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE2056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 601 AND STATE
 DE2056'HIGHWAY 267 (2.5 MILES SOUTHEAST OF FORT MOTTE), GO SOUTHEAST ON
 DE2056'HIGHWAY 267 FOR 2.15 MILES TO THE STATION ON THE RIGHT IN THE
 DE2056'SHOULDER OF THE HIGHWAY, 1.0 MILE NORTH NORTHWEST OF THE BRIDGE OVER
 DE2056'SQUIRREL CREEK.
 DE2056'STATION IS A CONCRETE POST RECESSED 6-INCHES AND 0.5 FOOT BELOW THE
 DE2056'HIGHWAY, 17.7 FEET WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 33.8
 DE2056'FEET SOUTH SOUTHEAST OF SURVEY STATION 009 001 RM 1, 185.3 FEET SOUTH
 DE2056'SOUTHEAST OF THE NORTH END OF A 24-INCH CONCRETE PIPE CULVERT BENEATH
 DE2056'A SAND FIELD ACCESS ROAD LEADING NORTHEAST, 7.7 FEET EAST NORTHEAST
 DE2056'OF A WITNESS POST.
 DE2056'RECOVERED BY T. HALL.
 DE2056
 DE2056                          STATION RECOVERY (1996)
 DE2056
 DE2056'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (JL)
 DE2056'*STA IS 6 INCHES BELOW TARGET.  8 FT (2.4 M) LEGS.
 DE2056
 DE2056                          STATION RECOVERY (2003)
 DE2056
 DE2056'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE2056'STATION IS LOCATED 8.8 MILES EAST NORTHEAST OF SAINT MATTHEWS, 11.0
 DE2056'MILES NORTH  NORTHEAST OF CAMERON. OWNERSHIP--SCDOT, DIRECTOR OF
 DE2056'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 DE2056'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE2056'601 (COLONEL THOMSON HIGHWAY),  STATE HIGHWAY 267 (LONE STAR ROAD) AND
 DE2056'STATE ROAD 80 (ADAMS ROAD), 8.3 MILES EAST  NORTHEAST OF SAINT
 DE2056'MATTHEWS, GO SOUTHEAST ON HIGHWAY 267 FOR 2.15 MILES TO THE STATION
 DE2056'ON THE RIGHT IN THE SHOULDER OF THE HIGHWAY. STATION IS A CONCRETE
 DE2056'POST RECESSED 0.5 FOOT AND 1.0 FOOT BELOW THE HIGHWAY, 18.0 FEET  WEST
 DE2056'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 64.3 FEET WEST OF A WOOD FENCE
 DE2056'POST WITH A  SCGS REFERENCE WASHER ATTACHED, 150.0 FEET SOUTH OF A
 DE2056'TELEPHONE JUNCTION BOX NUMBER  1110/089, 163.0 FEET SOUTH OF THE
 DE2056'SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT  BENEATH A PAVED
 DE2056'APRON FIELD ACCESS, 162.3 FEET NORTHWEST OF THE NORTHWEST END OF A
 DE2056'1.5-FOOT CONCRETE PIPE CULVERT BENEATH A GATED SAND ROAD. NOTE-STATION
 DE2056'IS INTERVISIBLE WITH SURVEY STATION 009 001 AZ MK. RECOVERED BY R.P.
 DE2056'MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE2057 ***********************************************************************
 DE2057  HT_MOD      -  This is a Height Modernization Survey Station.
 DE2057  DESIGNATION -  009 001 AZ MK
 DE2057  PID         -  DE2057
 DE2057  STATE/COUNTY-  SC/CALHOUN
 DE2057  USGS QUAD   -  FORT MOTTE (1987)
 DE2057
 DE2057                         *CURRENT SURVEY CONTROL
 DE2057  ___________________________________________________________________
 DE2057* NAD 83(2001)-  33 42 12.04659(N)    080 37 57.27924(W)     ADJUSTED  
 DE2057* NAVD 88     -        66.64   (meters)     218.6    (feet)  GPS OBS   
 DE2057  ___________________________________________________________________
 DE2057  X           -     864,545.264 (meters)                     COMP
 DE2057  Y           -  -5,240,785.897 (meters)                     COMP
 DE2057  Z           -   3,519,139.314 (meters)                     COMP
 DE2057  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DE2057  ELLIP HEIGHT-          35.20  (meters)          (05/06/05) GPS OBS
 DE2057  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DE2057
 DE2057  HORZ ORDER  -  FIRST
 DE2057  ELLP ORDER  -  FOURTH    CLASS II
 DE2057
 DE2057.The horizontal coordinates were established by GPS observations
 DE2057.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DE2057
 DE2057.The orthometric height was determined by GPS observations and a
 DE2057.high-resolution geoid model using precise GPS observation and
 DE2057.processing techniques.
 DE2057
 DE2057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2057
 DE2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2057
 DE2057.The ellipsoidal height was determined by GPS observations
 DE2057.and is referenced to NAD 83.
 DE2057
 DE2057.The geoid height was determined by GEOID03.
 DE2057
 DE2057;                    North         East     Units Scale Factor Converg.
 DE2057;SPC SC       -   207,437.397   643,654.690   MT  0.99979383   +0 12 13.3
 DE2057;SPC SC       -   680,568.89  2,111,727.99   iFT  0.99979383   +0 12 13.3
 DE2057;UTM  17      - 3,729,324.973   534,048.250   MT  0.99961429   +0 12 14.0
 DE2057
 DE2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2057!SPC SC       -   0.99999447  x   0.99979383  =   0.99978831
 DE2057!UTM  17      -   0.99999447  x   0.99961429  =   0.99960877
 DE2057
 DE2057:                Primary Azimuth Mark                     Grid Az
 DE2057:SPC SC       -  009 001                                  143 07 23.5
 DE2057:UTM  17      -  009 001                                  143 07 22.8
 DE2057
 DE2057|---------------------------------------------------------------------|
 DE2057| PID    Reference Object                     Distance      Geod. Az  |
 DE2057|                                                           dddmmss.s |
 DE2057| DE2056 009 001                             418.521 METERS 1431936.8 |
 DE2057|---------------------------------------------------------------------|
 DE2057
 DE2057                          SUPERSEDED SURVEY CONTROL
 DE2057
 DE2057  NAD 83(2001)-  33 42 12.04809(N)    080 37 57.28105(W) AD(       ) 2
 DE2057  NAD 83(1986)-  33 42 12.05871(N)    080 37 57.27988(W) AD(       ) 2
 DE2057  NAD 27      -  33 42 11.49436(N)    080 37 57.96420(W) AD(       ) 2
 DE2057  NGVD 29 (07/19/86)   67.5    (m)          221.     (f) VERT ANG       
 DE2057
 DE2057.Superseded values are not recommended for survey control.
 DE2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2057.See file dsdata.txt to determine how the superseded data were derived.
 DE2057
 DE2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3404829325(NAD 83)
 DE2057_MARKER: DD = SURVEY DISK
 DE2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2057_SP_SET: CONCRETE POST
 DE2057_STAMPING: AZ MK 009 001 1982
 DE2057_MARK LOGO: SCGS  
 DE2057_PROJECTION: RECESSED 15 CENTIMETERS
 DE2057_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2057+STABILITY: SURFACE MOTION
 DE2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2057+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DE2057
 DE2057  HISTORY     - Date     Condition        Report By
 DE2057  HISTORY     - 1982     MONUMENTED       SCGS
 DE2057  HISTORY     - 19890329 GOOD             SCGS
 DE2057  HISTORY     - 20031118 GOOD             SCGS
 DE2057
 DE2057                          STATION DESCRIPTION
 DE2057
 DE2057'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 DE2057'STATION IS LOCATED 4.2 MILES SOUTHEAST OF FORT MOTTE, 5.8 MILES NORTH
 DE2057'NORTHWEST OF LONE STAR.  OWNERSHIP--SCDHPT, DIRECTOR OF
 DE2057'PRECONSTRUCTION, P.O. BOX 191 COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE2057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 601 AND STATE
 DE2057'HIGHWAY 267 (2.5 MILES SOUTHEAST OF FORT MOTTE), GO SOUTHEAST ON
 DE2057'HIGHWAY 267 FOR 1.9 MILES TO THE STATION ON THE RIGHT IN THE NORTH
 DE2057'ANGLE OF A PRIVATE SAND ROAD RIGHT.
 DE2057'STATION IS A CONCRETE POST RECESSED 8-INCHES AND 1.0 FOOT BELOW THE
 DE2057'HIGHWAY, 17.7 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 35.3 FEET
 DE2057'NORTHWEST OF THE CENTER OF THE SAND DRIVEWAY, 13.5 FEET NORTHEAST OF
 DE2057'A WITNESS POST.
 DE2057'RECOVERED BY T. HALL.
 DE2057
 DE2057                          STATION RECOVERY (2003)
 DE2057
 DE2057'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE2057'STATION IS LOCATED 8.8 MILES EAST NORTHEAST OF SAINT MATTHEWS, 11.1
 DE2057'MILES NORTH  NORTHEAST OF CAMERON. OWNERSHIP--SCDOT, DIRECTOR OF
 DE2057'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 DE2057'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE2057'601 (COLONEL THOMSON HIGHWAY),  STATE HIGHWAY 267 (LONE STAR ROAD) AND
 DE2057'STATE ROAD 80 (ADAMS ROAD), 8.3 MILES EAST  NORTHEAST OF SAINT
 DE2057'MATTHEWS, GO SOUTHEAST ON HIGHWAY 267 FOR 1.9 MILES TO THE  STATION ON
 DE2057'THE RIGHT IN THE NORTHWEST ANGLE OF A PAVED APRON FOR A FIELD ACCESS
 DE2057'ROAD. STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND 1.0 FOOT BELOW
 DE2057'THE HIGHWAY, 18.0 FEET  WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 DE2057'38.8 FEET NORTH NORTHWEST OF THE  CENTER OF THE APRON, 55.6 FEET
 DE2057'SOUTHWEST OF A POWER POLE NUMBER 426275 WITH GUY  WIRE, 63.5 FEET WEST
 DE2057'NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 1110/076, 13.5  FEET EAST
 DE2057'NORTHEAST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DE2057'STATION 009 001. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE2043 ***********************************************************************
 DE2043  DESIGNATION -  009 004
 DE2043  PID         -  DE2043
 DE2043  STATE/COUNTY-  SC/CALHOUN
 DE2043  USGS QUAD   -  ELLOREE (1988)
 DE2043
 DE2043                         *CURRENT SURVEY CONTROL
 DE2043  ___________________________________________________________________
 DE2043* NAD 83(2001)-  33 33 36.51391(N)    080 30 43.97038(W)     ADJUSTED  
 DE2043* NAVD 88     -        27.8    (meters)      91.     (feet)  VERTCON   
 DE2043  ___________________________________________________________________
 DE2043  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DE2043  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DE2043
 DE2043  HORZ ORDER  -  SECOND
 DE2043
 DE2043.The horizontal coordinates were established by classical geodetic methods
 DE2043.and adjusted by the National Geodetic Survey in March 2004..
 DE2043
 DE2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2043
 DE2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2043
 DE2043.The geoid height was determined by GEOID03.
 DE2043
 DE2043;                    North         East     Units Scale Factor Converg.
 DE2043;SPC SC       -   191,603.475   654,885.514   MT  0.99979546   +0 16 13.5
 DE2043;SPC SC       -   628,620.32  2,148,574.52   iFT  0.99979546   +0 16 13.5
 DE2043;UTM  17      - 3,713,493.767   545,277.043   MT  0.99962527   +0 16 10.8
 DE2043
 DE2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2043!SPC SC       -   1.00000057  x   0.99979546  =   0.99979603
 DE2043!UTM  17      -   1.00000057  x   0.99962527  =   0.99962584
 DE2043
 DE2043:                Primary Azimuth Mark                     Grid Az
 DE2043:SPC SC       -  DUVALLE                                  036 36 56.1
 DE2043:UTM  17      -  DUVALLE                                  036 36 58.8
 DE2043
 DE2043|---------------------------------------------------------------------|
 DE2043| PID    Reference Object                     Distance      Geod. Az  |
 DE2043|                                                           dddmmss.s |
 DE2043| DE1850 DUVALLE                             APPROX. 5.2 KM 0365309.6 |
 DE2043| DE2585 009 004 RM 1                          9.444 METERS 14002     |
 DE2043| DE2042 009 004 RM 2                        277.273 METERS 14253     |
 DE2043|---------------------------------------------------------------------|
 DE2043
 DE2043                          SUPERSEDED SURVEY CONTROL
 DE2043
 DE2043  NAD 83(1986)-  33 33 36.52412(N)    080 30 43.96926(W) AD(       ) 2
 DE2043  NAD 27      -  33 33 35.93600(N)    080 30 44.66525(W) AD(       ) 2
 DE2043  NGVD 29 (07/19/86)   28.1    (m)           92.     (f) VERT ANG       
 DE2043
 DE2043.Superseded values are not recommended for survey control.
 DE2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2043.See file dsdata.txt to determine how the superseded data were derived.
 DE2043
 DE2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4527713494(NAD 83)
 DE2043_MARKER: DD = SURVEY DISK
 DE2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2043_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE2043_STAMPING: HORZ 009 004 1982
 DE2043_MARK LOGO: SCGS  
 DE2043_PROJECTION: RECESSED 8 CENTIMETERS
 DE2043_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2043+STABILITY: SURFACE MOTION
 DE2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE2043+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 DE2043
 DE2043  HISTORY     - Date     Condition        Report By
 DE2043  HISTORY     - 1982     MONUMENTED       SCGS
 DE2043  HISTORY     - 20031113 GOOD             SCGS
 DE2043
 DE2043                          STATION DESCRIPTION
 DE2043
 DE2043'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE2043'THE STATION IS LOCATED ABOUT (3.5 MI) NORTH NORTHEAST OF ELLOREE, BY
 DE2043'CAMP DANIELS 4H CAMP OWNERSHIP--STATE OF SOUTH CAROLINA, MR GEORGE
 DE2043'WEATHERS PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA S.C. 29202.
 DE2043'
 DE2043'TO REACH THE STATION FROM JUNCTIONS OF US HIGHWAYS 15, 301 AND STATE
 DE2043'ROUTE 6 GO WEST ON STATE ROUTE 6 FOR (1.0 MI) TO SIDE ROAD RIGHT
 DE2043'S-38-105 TURN RIGHT NORTHERLY FOR (2.2 MI) TO CROSS ROAD TURN LEFT ON
 DE2043'S-38-105 FOR (2.2 MI) TO A SIDE ROAD RIGHT S-38-563 FOR (0.7 MI) TO
 DE2043'CROSS ROAD CONTINUE FOWARD ON S-9-233 FOR (0.75 MI) TO A DIRT ROAD
 DE2043'RIGHT BEAR RIGHT FOR (0.3 MI) TO A T ROAD TURN LEFT FOR (0.25 MI) TO
 DE2043'STATION ON RIGHT.
 DE2043'
 DE2043'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE2043'---009 004 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE2043'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 4.298 METERS E FROM
 DE2043'APPROX CENTER OF DIRT ROAD, 0.427 METERS E FROM METAL WITNESS POST,
 DE2043'27.676 METERS SSE FROM TELEPHONE JUNCTION BOX, AND 28.804 METERS SSE
 DE2043'FROM ELECTRICAL TRANSFORMER BOX.
 DE2043'
 DE2043'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE2043'DISK STAMPED ---009 004 1982--- SET INTO AN IRREGULAR MASS OF
 DE2043'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE2043'
 DE2043'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE2043'DISK STAMPED ---009 004 1982 RM1--- SET INTO THE TOP OF A ROUND
 DE2043'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE2043'3.810 METERS W FROM APPROX CENTER OF DIRT ROAD, 0.427 METERS ESE FROM
 DE2043'CONCREAT POST 14 INCHES HIGH, 9.449 METERS S FROM METAL WITNESS POST
 DE2043'NEAR STATION, AND IS LEVEL WITH THE STATION.
 DE2043'
 DE2043'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE2043'STAMPED ---009 004 1982 RM2--- SET INTO THE TOP OF A ROUND CONCRETE
 DE2043'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 3.170
 DE2043'METERS E FROM APPROX CENTER OF DIRT ROAD, 0.427 METERS W FROM METAL
 DE2043'WITNESS POST, 2.408 METERS S FROM TELEPHONE JUNCTION BOX NO 846, AND
 DE2043'3.139 METERS S FROM ELECTRICAL TRANSFORMER SET ON GROUND.
 DE2043'
 DE2043'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTH ON DIRT ROAD FOR (0.2
 DE2043'MI) TO MARK ON LEFT.
 DE2043
 DE2043                          STATION RECOVERY (2003)
 DE2043
 DE2043'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE2043'STATION IS LOCATED 4.0 MILES EAST NORTHEAST OF ELLOREE, 16.9 MILES
 DE2043'EAST SOUTHEAST OF  SAINT MATTHEWS. OWNERSHIP--SANTEE COOPER SURVEY
 DE2043'DEPARTMENT, ROUTE 1 RIVERWOOD  DRIVE, MONCKS CORNER, SC 29461, PHONE
 DE2043'843-761-4029.  T0 REACH THE STATION FROM THE JUNCTION OF STATE
 DE2043'HIGHWAYS 6 (MAIN STREET), 47 (WEST  CLEVELAND STREET) AND STATE ROAD
 DE2043'105 (EAST CLEVELAND STREET) IN ELLOREE, GO EAST  NORTHEAST ON ROAD 105
 DE2043'FOR 1.65 MILES TO THE JUNCTION OF STATE ROAD 199 (TEEVEE ROAD),
 DE2043'CONTINUE ON ROAD 105 FOR 1.1 MILES TO THE JUNCTION OF STATE ROAD 563
 DE2043'(CAMP DANIELS  ROAD), TURN LEFT ON ROAD 563 FOR 0.7 MILE TO THE
 DE2043'JUNCTION OF STATE ROADS 203 (OLD RIVER  ROAD) AND 233 (CAMP DANIELS
 DE2043'ROAD) AHEAD, CONTINUE ON ROAD 233 FOR 0.6 MILE TO THE END  OF STATE
 DE2043'ROAD MAINTENANCE, CONTINUE AHEAD ON A PAVED PRIVATE ROAD FOR 0.1 MILE
 DE2043'TO A  SAND ROAD RIGHT (MARSHALL ROAD), TURN RIGHT ON THE SAND ROAD FOR
 DE2043'0.2 MILE TO THE  T-JUNCTION OF A SAND ROAD (NANCE ROAD) AT WASHINGTON
 DE2043'POINT SUBDIVISION, TURN LEFT ON  NANCE ROAD FOR 0.15 MILE TO THE
 DE2043'STATION ON THE RIGHT. STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND
 DE2043'LEVEL WITH THE ROAD, 122.7 FEET WEST  OF THE SOUTHWEST CORNER OF A
 DE2043'MOBILE HOME NUMBER 29, 33.5 FEET NORTHEAST OF THE  CENTER OF THE ROAD,
 DE2043'29.7 FEET NORTHWEST OF A 0.4-FOOT SQUARE POST MARKED (4)  PROJECTING
 DE2043'1.5-FOOT, 11.0 FEET WEST OF A 1.0-FOOT OAK TREE WITH A SCGS REFERENCE
 DE2043'WASHER ATTACHED, 93.6 FEET SOUTHEAST OF THE SOUTH CORNER OF AN
 DE2043'ELECTRICAL  TRANSFORMER, 90.7 FEET SOUTHEAST OF A TELEPHONE JUNCTION
 DE2043'BOX 84/10, 34.3 FEET SOUTH  OF A 1.0-FOOT OAK TREE WITH A WOOD SIGN
 DE2043'(EVANS). NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 009 004 RM
 DE2043'2. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE2042 ***********************************************************************
 DE2042  HT_MOD      -  This is a Height Modernization Survey Station.
 DE2042  DESIGNATION -  009 004 RM 2
 DE2042  PID         -  DE2042
 DE2042  STATE/COUNTY-  SC/CALHOUN
 DE2042  USGS QUAD   -  ELLOREE (1988)
 DE2042
 DE2042                         *CURRENT SURVEY CONTROL
 DE2042  ___________________________________________________________________
 DE2042* NAD 83(2001)-  33 33 29.33685(N)    080 30 37.48493(W)     ADJUSTED  
 DE2042* NAVD 88     -        30.31   (meters)      99.4    (feet)  GPS OBS   
 DE2042  ___________________________________________________________________
 DE2042  X           -     877,183.141 (meters)                     COMP
 DE2042  Y           -  -5,247,698.104 (meters)                     COMP
 DE2042  Z           -   3,505,710.031 (meters)                     COMP
 DE2042  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DE2042  ELLIP HEIGHT-          -1.15  (meters)          (05/06/05) GPS OBS
 DE2042  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DE2042
 DE2042  HORZ ORDER  -  FIRST
 DE2042  ELLP ORDER  -  FOURTH    CLASS II
 DE2042
 DE2042.The horizontal coordinates were established by GPS observations
 DE2042.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DE2042
 DE2042.The orthometric height was determined by GPS observations and a
 DE2042.high-resolution geoid model using precise GPS observation and
 DE2042.processing techniques.
 DE2042
 DE2042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2042
 DE2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2042
 DE2042.The ellipsoidal height was determined by GPS observations
 DE2042.and is referenced to NAD 83.
 DE2042
 DE2042.The geoid height was determined by GEOID03.
 DE2042
 DE2042;                    North         East     Units Scale Factor Converg.
 DE2042;SPC SC       -   191,383.191   655,053.811   MT  0.99979553   +0 16 17.1
 DE2042;SPC SC       -   627,897.61  2,149,126.68   iFT  0.99979553   +0 16 17.1
 DE2042;UTM  17      - 3,713,273.519   545,445.308   MT  0.99962546   +0 16 14.3
 DE2042
 DE2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2042!SPC SC       -   1.00000018  x   0.99979553  =   0.99979571
 DE2042!UTM  17      -   1.00000018  x   0.99962546  =   0.99962564
 DE2042
 DE2042                          SUPERSEDED SURVEY CONTROL
 DE2042
 DE2042  NAD 83(2001)-  33 33 29.33489(N)    080 30 37.48349(W) AD(       ) 2
 DE2042  NAD 83(1986)-  33 33 29.34510(N)    080 30 37.48239(W) AD(       ) 2
 DE2042  NAD 27      -  33 33 28.75682(N)    080 30 38.17853(W) AD(       ) 2
 DE2042  NGVD 29 (07/19/86)   30.8    (m)          101.     (f) VERT ANG       
 DE2042
 DE2042.Superseded values are not recommended for survey control.
 DE2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2042.See file dsdata.txt to determine how the superseded data were derived.
 DE2042
 DE2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4544513274(NAD 83)
 DE2042_MARKER: DD = SURVEY DISK
 DE2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2042_SP_SET: CONCRETE POST
 DE2042_STAMPING: 009 004 1982 RM 2
 DE2042_MARK LOGO: SCGS  
 DE2042_PROJECTION: RECESSED 5 CENTIMETERS
 DE2042_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2042+STABILITY: SURFACE MOTION
 DE2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2042+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 DE2042
 DE2042  HISTORY     - Date     Condition        Report By
 DE2042  HISTORY     - 1982     MONUMENTED       SCGS
 DE2042  HISTORY     - 19930920 GOOD             SCGS
 DE2042  HISTORY     - 20031113 GOOD             SCGS
 DE2042
 DE2042                          STATION DESCRIPTION
 DE2042
 DE2042'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE2042'STATION IS LOCATED 4.0 MILES (6.4 KM) EAST NORTHEAST OF ELLOREE, 5.5
 DE2042'MILES (8.9 KM) NORTH NORTHWEST OF SANTEE. OWNERSHIP--SCDOT, DIRECTOR
 DE2042'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE2042'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE2042'STATE HIGHWAY 6 AND INTERSTATE 95 IN SANTEE, GO WEST NORTHWEST ON
 DE2042'HIGHWAY 6 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 105,
 DE2042'TURN RIGHT ON ROAD 105 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF
 DE2042'STATE ROAD 82, TURN LEFT ON ROAD 105 FOR 2.2 MILES (3.5 KM) TO THE
 DE2042'JUNCTION OF STATE ROAD 563, TURN RIGHT ON ROAD 563 FOR 0.7 MILE
 DE2042'(1.1 KM) TO THE JUNCTION OF STATE ROAD 203, TURN LEFT ON ROAD 203 FOR
 DE2042'0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 233, TURN RIGHT ON
 DE2042'ROAD 233 FOR 0.75 MILE (1.21 KM) TO A DIRT ROAD RIGHT, BEAR RIGHT FOR
 DE2042'0.3 MILE (0.5 KM) TO A T-ROAD, TURN LEFT FOR 0.5 MILE (0.8 KM) TO THE
 DE2042'STATION ON THE RIGHT NEAR AN ELECTRICAL TRANSFORMER. STATION IS A
 DE2042'CONCRETE POST FLUSH WITH THE GROUND, 3.1 METERS (10.2 FT) EAST OF THE
 DE2042'CENTER OF THE DIRT ROAD, 0.4 METER (1.3 FT) WEST OF A WITNESS POST,
 DE2042'2.4 METERS (7.9 FT) SOUTH OF A TELEPHONE JUNCTION BOX NUMBER 846, 3.1
 DE2042'METERS (10.2 FT) SOUTH OF THE ELECTRICAL TRANSFORMER.
 DE2042
 DE2042                          STATION RECOVERY (2003)
 DE2042
 DE2042'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE2042'STATION IS LOCATED 4.2 MILES EAST NORTHEAST OF ELLOREE, 17.0 MILES
 DE2042'EAST SOUTHEAST OF  SAINT MATTHEWS. OWNERSHIP--SANTEE COOPER SURVEY
 DE2042'DEPARTMENT, ROUTE 1 RIVERWOOD  DRIVE, MONCKS CORNER, SC 29461, PHONE
 DE2042'843-761-4029.  T0 REACH THE STATION FROM THE JUNCTION OF STATE
 DE2042'HIGHWAYS 6 (MAIN STREET), 47 (WEST  CLEVELAND STREET) AND STATE ROAD
 DE2042'105 (EAST CLEVELAND STREET) IN ELLOREE, GO EAST  NORTHEAST ON ROAD 105
 DE2042'FOR 1.65 MILES TO THE JUNCTION OF STATE ROAD 199 (TEEVEE ROAD),
 DE2042'CONTINUE ON ROAD 105 FOR 1.1 MILES TO THE JUNCTION OF STATE ROAD 563
 DE2042'(CAMP DANIELS  ROAD), TURN LEFT ON ROAD 563 FOR 0.7 MILE TO THE
 DE2042'JUNCTION OF STATE ROADS 203 (OLD RIVER  ROAD) AND 233 (CAMP DANIELS
 DE2042'ROAD) AHEAD, CONTINUE ON ROAD 233 FOR 0.6 MILE TO THE END  OF STATE
 DE2042'ROAD MAINTENANCE, CONTINUE AHEAD ON A PAVED PRIVATE ROAD FOR 0.1 MILE
 DE2042'TO A  SAND ROAD RIGHT (MARSHALL ROAD), TURN RIGHT ON THE SAND ROAD FOR
 DE2042'0.2 MILE TO THE  T-JUNCTION OF A SAND ROAD (NANCE ROAD) AT WASHINGTON
 DE2042'POINT SUBDIVISION, TURN LEFT ON  NANCE ROAD FOR 0.1 MILE TO THE
 DE2042'STATION ON THE RIGHT IN THE CENTER OF A DRIVEWAY LEADING  TO A
 DE2042'WOOD-SIDED HOUSE NUMBER 71 (LONGVIEW, THE SEABROOKS). STATION IS A
 DE2042'CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD, 29.0 FEET
 DE2042'EAST  NORTHEAST OF THE CENTER OF THE ROAD, 8.4 FEET SOUTH SOUTHEAST OF
 DE2042'A TELEPHONE  JUNCTION BOX NUMBER 84/6, 10.8 FEET SOUTHEAST OF THE
 DE2042'SOUTHWEST CORNER OF THE BASE  OF AN ELECTRICAL TRANSFORMER, 29.5 FEET
 DE2042'NORTHWEST OF A 2.0-FOOT OAK TREE WITH A WOOD  SIGN (SEABROOKS), 129.7
 DE2042'FEET WEST OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF  HOUSE
 DE2042'NUMBER 71. NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS
 DE2042'ONLY WHEN LEAVES ARE OFF. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DE2042'STATION 009 004. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3287 ***********************************************************************
 DE3287  DESIGNATION -  01 NW 1
 DE3287  PID         -  DE3287
 DE3287  STATE/COUNTY-  SC/AIKEN
 DE3287  USGS QUAD   -  AIKEN (1980)
 DE3287
 DE3287                         *CURRENT SURVEY CONTROL
 DE3287  ___________________________________________________________________
 DE3287* NAD 83(1986)-  33 34 53.     (N)    081 43 11.     (W)     SCALED    
 DE3287* NAVD 88     -       160.244  (meters)     525.73   (feet)  ADJUSTED  
 DE3287  ___________________________________________________________________
 DE3287  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DE3287  DYNAMIC HT  -         160.071 (meters)     525.17  (feet)  COMP
 DE3287  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DE3287
 DE3287  VERT ORDER  -  FIRST     CLASS II
 DE3287
 DE3287.The horizontal coordinates were scaled from a topographic map and have
 DE3287.an estimated accuracy of +/- 6 seconds.
 DE3287
 DE3287.The orthometric height was determined by differential leveling
 DE3287.and adjusted by the National Geodetic Survey in April 1994..
 DE3287
 DE3287.The geoid height was determined by GEOID03.
 DE3287
 DE3287.The dynamic height is computed by dividing the NAVD 88
 DE3287.geopotential number by the normal gravity value computed on the
 DE3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3287.degrees latitude (g = 980.6199 gals.).
 DE3287
 DE3287.The modeled gravity was interpolated from observed gravity values.
 DE3287
 DE3287;                    North         East    Units  Estimated Accuracy
 DE3287;SPC SC       -   194,090.      542,800.      MT  (+/- 180 meters Scaled)
 DE3287
 DE3287                          SUPERSEDED SURVEY CONTROL
 DE3287
 DE3287.No superseded survey control is available for this station.
 DE3287
 DE3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT332159(NAD 83)
 DE3287_MARKER: P = PIPE CAP
 DE3287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3287_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3287_STAMPING: 01 NW 1
 DE3287_MARK LOGO: SC0020
 DE3287_PROJECTION: RECESSED 5 CENTIMETERS
 DE3287_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3287+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 DE3287_ROD/PIPE-DEPTH: 0.76 meters
 DE3287
 DE3287  HISTORY     - Date     Condition        Report By
 DE3287  HISTORY     - UNK      MONUMENTED       SC0020
 DE3287  HISTORY     - 19920908 GOOD             SCGS
 DE3287  HISTORY     - 20000724 GOOD             SCGS
 DE3287  HISTORY     - 20021025 GOOD             USPSQD
 DE3287
 DE3287                          STATION DESCRIPTION
 DE3287
 DE3287'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3287'THE STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH OF AIKEN,
 DE3287'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3287'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (LAUREN
 DE3287'STREET NORTHWEST) AND 118 (RUTLAND DRIVE NORTHWEST) AND U.S. HIGHWAYS
 DE3287'TRUCK 1 AND 78 (RUTLAND DRIVE), 1.4 MILES (2.3 KM) NORTH OF AIKEN, GO
 DE3287'NORTH ON HIGHWAY 19 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 DE3287'RIGHT.
 DE3287'THE STATION IS A PIPE MARK WITH CAP RECESSED 0.2 FOOT (6.1 CM) AND
 DE3287'LEVEL WITH THE HIGHWAY, 35.8 FEET (10.9 M) EAST OF THE CENTER OF THE
 DE3287'HIGHWAY, 15.5 FEET (4.7 M) SOUTHEAST OF THE CENTER OF METAL MAN HOLE
 DE3287'COVER, 65.2 FEET (19.9 M) NORTH OF A POWER POLE NUMBER C-19912/3/5
 DE3287'WITH TWO TRANSFORMERS ATTACHED, 63.1 FEET (19.2 M) NORTH OF TELEPHONE
 DE3287'JUNCTION BOX NUMBER 35, 0.9 FOOT (27.4 CM) WEST OF A WITNESS POST.
 DE3287'DESCRIBED BY T. HALL.
 DE3287
 DE3287                          STATION RECOVERY (2000)
 DE3287
 DE3287'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3287'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTH OF AIKEN.
 DE3287'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3287'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3287'JUNCTION OF STATE HIGHWAYS 19 (LAUREN STREET NORTHWEST) , 118 (RUTLAND
 DE3287'DRIVE NORTHWEST) AND U.S.  HIGHWAYS TRUCK ROUTE 1 AND 78 (RUTLAND
 DE3287'DRIVE) AND TRUCK ROUTE STATE HIGHWAY 19, 1.4 MILES (2.3 KM) NORTH OF
 DE3287'AIKEN, GO NORTH ON HIGHWAY 19 FOR 0.1 MILE (0.2 KM) TO THE STATION ON
 DE3287'THE RIGHT NEAR THE EDGE OF A PLOWED FIELD BY A STEEL MANHOLE COVER.
 DE3287'STATION IS AN ALUMINUM PIPE MARK WITH CAP RECESSED 0.2 FOOT (6.1 CM)
 DE3287'AND LEVEL WITH THE HIGHWAY, 18.0 FEET (5.5 M) EAST OF THE EAST EDGE OF
 DE3287'HIGHWAY 19, 36.8 FEET (11.2 M) EAST OF THE CENTER OF THE HIGHWAY, 15.6
 DE3287'FEET (4.8 M) NORTH NORTHWEST OF THE CENTER OF THE SOUTH ONE OF TWO
 DE3287'METAL MANHOLE COVERS, 65.4 FEET (19.9 M) NORTH OF A POWER POLE
 DE3287'C-19912/35 WITH TWO TRANSFORMERS, 96.6 FEET (29.4 M) SOUTH OF A POWER
 DE3287'POLE C-20238/34 WITH TWO GUY WIRES, 37.4 FEET (11.4 M) SOUTH OF A
 DE3287'TELEPHONE JUNCTION BOX AOB, 2.2 FEET (0.7 M) EAST OF A WITNESS POST.
 DE3287'RECOVERED BY M.J.  UGGIANO.
 DE3287
 DE3287                          STATION RECOVERY (2002)
 DE3287
 DE3287'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DE3287'THE GROUND HAS BEEN BUILT UP AND THE MARKER IS 2FT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2965 ***********************************************************************
 DD2965  DESIGNATION -  010 002
 DD2965  PID         -  DD2965
 DD2965  STATE/COUNTY-  SC/CHARLESTON
 DD2965  USGS QUAD   -  MC CLELLANVILLE (1992)
 DD2965
 DD2965                         *CURRENT SURVEY CONTROL
 DD2965  ___________________________________________________________________
 DD2965* NAD 83(2001)-  33 04 55.32394(N)    079 29 54.87035(W)     ADJUSTED  
 DD2965* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 DD2965  ___________________________________________________________________
 DD2965  X           -     974,997.791 (meters)                     COMP
 DD2965  Y           -  -5,259,887.295 (meters)                     COMP
 DD2965  Z           -   3,461,569.103 (meters)                     COMP
 DD2965  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DD2965  ELLIP HEIGHT-         -29.77  (meters)          (12/20/99) GPS OBS
 DD2965  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD2965
 DD2965  HORZ ORDER  -  FIRST
 DD2965  ELLP ORDER  -  FOURTH    CLASS I
 DD2965
 DD2965.The horizontal coordinates were established by GPS observations
 DD2965.and adjusted by the National Geodetic Survey in March 2004..
 DD2965
 DD2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2965
 DD2965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2965
 DD2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2965
 DD2965.The ellipsoidal height was determined by GPS observations
 DD2965.and is referenced to NAD 83.
 DD2965
 DD2965.The geoid height was determined by GEOID03.
 DD2965
 DD2965;                    North         East     Units Scale Factor Converg.
 DD2965;SPC SC       -   139,497.446   749,756.448   MT  0.99984582   +0 49 56.6
 DD2965;SPC SC       -   457,668.79  2,459,830.87   iFT  0.99984582   +0 49 56.6
 DD2965;UTM  17      - 3,661,383.695   640,133.452   MT  0.99984213   +0 49 10.8
 DD2965
 DD2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2965!SPC SC       -   1.00000467  x   0.99984582  =   0.99985049
 DD2965!UTM  17      -   1.00000467  x   0.99984213  =   0.99984680
 DD2965
 DD2965|---------------------------------------------------------------------|
 DD2965| PID    Reference Object                     Distance      Geod. Az  |
 DD2965|                                                           dddmmss.s |
 DD2965| DD3675 010 002 RM 1                          5.212 METERS 23411     |
 DD2965| DD3104 010 002 AZ MK                       APPROX. 0.7 KM 2393217.1 |
 DD2965|---------------------------------------------------------------------|
 DD2965
 DD2965                          SUPERSEDED SURVEY CONTROL
 DD2965
 DD2965  NAD 83(1995)-  33 04 55.32422(N)    079 29 54.87076(W) AD(       ) 1
 DD2965  NAD 83(1986)-  33 04 55.33473(N)    079 29 54.87314(W) AD(       ) 1
 DD2965  NAD 83(1986)-  33 04 55.33555(N)    079 29 54.87451(W) AD(       ) 2
 DD2965  NAD 27      -  33 04 54.72482(N)    079 29 55.63275(W) AD(       ) 2
 DD2965  NGVD 29 (06/10/92)    4.2    (m)           14.     (f) GPS OBS        
 DD2965
 DD2965.Superseded values are not recommended for survey control.
 DD2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2965.See file dsdata.txt to determine how the superseded data were derived.
 DD2965
 DD2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4013361384(NAD 83)
 DD2965_MARKER: DD = SURVEY DISK
 DD2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2965_SP_SET: CONCRETE POST
 DD2965_STAMPING: HORZ 010 002 1981
 DD2965_MARK LOGO: SCGS  
 DD2965_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2965+STABILITY: SURFACE MOTION
 DD2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2965+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1991
 DD2965
 DD2965  HISTORY     - Date     Condition        Report By
 DD2965  HISTORY     - 1981     MONUMENTED       SCGS
 DD2965  HISTORY     - 1982     GOOD             SCGS
 DD2965  HISTORY     - 19910408 GOOD             SCGS
 DD2965  HISTORY     - 19910602 GOOD             USPSQD
 DD2965  HISTORY     - 19970619 GOOD             USPSQD
 DD2965
 DD2965                          STATION DESCRIPTION
 DD2965
 DD2965'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2965'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST-NORTHEAST OF
 DD2965'AWENDAW, 2.6 KM (1.6 MI) SOUTHWEST OF MCCLELLANVILLE, ON U.S. HIGHWAY
 DD2965'17 ROW.  CONTACT--  GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O.
 DD2965'BOX 191, COLUMBIA, S.C. 29202, PHONE (803) 758-3414.
 DD2965'
 DD2965'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD2965'HIGHWAY 45 IN MCCLELLANVILLE, GO SOUTHERLY ON U.S. HIGHWAY 17 FOR 2.6
 DD2965'KM (1.6 MI) TURN LEFT TO THE SOUTHEAST SIDE OF THE ROAD AND STATION
 DD2965'SITE.
 DD2965'
 DD2965'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2965'---010 002 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2965'CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND LOCATED 16.3 METERS
 DD2965'SSE FROM CENTER LINE OF NORTHERLY BOUND LANE OF U.S. 701,  0.6
 DD2965'METERS NNW FROM METAL WITNESS POST, 13.6 METERS NE FROM
 DD2965'APPROXIMATE CENTER OF PRIVATE ROAD, 12.6 METERS NNE FROM 8 X 8
 DD2965'POST PROJECTING 4.6 FEET, AND 21.5 METERS NE FROM POWER POLE.
 DD2965'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2965'DISK STAMPED---010 002 1981---SET INTO AN IRREGULAR MASS OF
 DD2965'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2965'
 DD2965'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2965'DISK STAMPED---010 002 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD2965'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND
 DD2965'LOCATED 16.2 METERS SSE FROM CENTER LINE OF NORTHERLY BOUND LANE
 DD2965'OF U.S. 7018,  0.5 METERS NNW FROM METAL WITNESS POST,  8.5
 DD2965'METERS NE FROM APPROXIMATE CENTER OF PRIVATE ROAD, 16.2 METERS
 DD2965'NE FROM POWER POLE, AND 0.3 METER HIGHER THAN THE STATION.
 DD2965'
 DD2965'Q124 RESET IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 DD2965'STAMPED---Q124 RESET 1977---SET INTO THE TOP OF A ROUND CONCRETE
 DD2965'MONUMENT 30 CM IN DIAMETER PROJECTING 8 CM ABOVE THE GROUND LOCATED
 DD2965'16.8 METERS SE FROM THE CENTER OF NORTH BOUND LANE OF U.S. HIGHWAY
 DD2965'17,  9.8 METERS NE FROM THE METAL WITNES  POST, 23.3 METERS NE FROM
 DD2965'THE CENTER OF DIRT ROAD, 0.4 METERS SW FROM A WOODEN POST WITH
 DD2965'WITNESS SIGN, AND IS LEVEL WITH THE STATION.
 DD2965'
 DD2965'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2965'STAMPED---010 002 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD2965'MONUMENT 12 INCHES IN DIAMETER PROJECTING 8 CM ABOVE THE GROUND
 DD2965'LOCATED 15.1 METERS SSE FROM CENTER LINE OF NORTHERLY BOUND LANE
 DD2965'OF U.S. 701,  4.9 METERS W FROM POWER POLE NO 4-35,  0.4 METERS
 DD2965'NNW FROM METAL WITNESS POST, AND  5.5 METERS E FROM
 DD2965'APPROXIMATE CENTER OF A PAVED OLD DRIVEWAY.
 DD2965'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHERLY ON U.S. 701 17
 DD2965'FOR 0.9 KM (0.6 MI) TO A U TURN MAKE U TURN AND GO 0.2 KM (0.1 MI) TO
 DD2965'MARK ON RIGHT.
 DD2965
 DD2965                          STATION RECOVERY (1991)
 DD2965
 DD2965'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DD2965'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST-NORTHEAST OF
 DD2965'AWENDAW, 2.6 KM (1.6 MI) SOUTHWEST OF MCCLELLANVILLE, ON U.S. HIGHWAY
 DD2965'17 ROW.  CONTACT--  GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O.
 DD2965'BOX 191, COLUMBIA, S.C. 29202, PHONE (803) 758-3414.
 DD2965'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD2965'HIGHWAY 45 IN MCCLELLANVILLE, GO SOUTHERLY ON U.S. HIGHWAY 17 FOR 2.6
 DD2965'KM (1.6 MI) TURN LEFT TO THE SOUTHEAST SIDE OF THE ROAD AND STATION
 DD2965'SITE.
 DD2965'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2965'---010 002 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2965'CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND LOCATED 16.3 METERS
 DD2965'SSE FROM CENTER LINE OF NORTHERLY BOUND LANE OF U.S. 701,  0.6
 DD2965'METERS NNW FROM METAL WITNESS POST, 13.6 METERS NE FROM
 DD2965'APPROXIMATE CENTER OF PRIVATE ROAD, 12.6 METERS NNE FROM 8 X 8
 DD2965'POST PROJECTING 4.6 FEET, AND 21.5 METERS NE FROM POWER POLE.
 DD2965'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2965'DISK STAMPED---010 002 1981---SET INTO AN IRREGULAR MASS OF
 DD2965'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2965
 DD2965                          STATION RECOVERY (1991)
 DD2965
 DD2965'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DD2965'RECOVERED IN GOOD CONDITION.
 DD2965
 DD2965                          STATION RECOVERY (1997)
 DD2965
 DD2965'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD2965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3104 ***********************************************************************
 DD3104  DESIGNATION -  010 002 AZ MK
 DD3104  PID         -  DD3104
 DD3104  STATE/COUNTY-  SC/CHARLESTON
 DD3104  USGS QUAD   -  AWENDAW (1992)
 DD3104
 DD3104                         *CURRENT SURVEY CONTROL
 DD3104  ___________________________________________________________________
 DD3104* NAD 83(2001)-  33 04 43.92245(N)    079 30 17.89528(W)     ADJUSTED  
 DD3104* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 DD3104  ___________________________________________________________________
 DD3104  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 DD3104  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DD3104
 DD3104  HORZ ORDER  -  SECOND
 DD3104
 DD3104.The horizontal coordinates were established by classical geodetic methods
 DD3104.and adjusted by the National Geodetic Survey in March 2004..
 DD3104
 DD3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3104
 DD3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3104
 DD3104.The geoid height was determined by GEOID03.
 DD3104
 DD3104;                    North         East     Units Scale Factor Converg.
 DD3104;SPC SC       -   139,137.633   749,164.528   MT  0.99984639   +0 49 43.8
 DD3104;SPC SC       -   456,488.30  2,457,888.87   iFT  0.99984639   +0 49 43.8
 DD3104;UTM  17      - 3,661,024.016   639,541.455   MT  0.99984008   +0 48 58.0
 DD3104
 DD3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3104!SPC SC       -   1.00000472  x   0.99984639  =   0.99985111
 DD3104!UTM  17      -   1.00000472  x   0.99984008  =   0.99984480
 DD3104
 DD3104                          SUPERSEDED SURVEY CONTROL
 DD3104
 DD3104  NAD 83(1986)-  33 04 43.93312(N)    079 30 17.89800(W) AD(       ) 2
 DD3104  NAD 83(1986)-  33 04 43.93388(N)    079 30 17.89931(W) AD(       ) 2
 DD3104  NAD 27      -  33 04 43.32152(N)    079 30 18.65595(W) AD(       ) 2
 DD3104  NGVD 29 (07/19/86)    3.9    (m)           13.     (f) VERT ANG       
 DD3104
 DD3104.Superseded values are not recommended for survey control.
 DD3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3104.See file dsdata.txt to determine how the superseded data were derived.
 DD3104
 DD3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3954161024(NAD 83)
 DD3104_MARKER: DD = SURVEY DISK
 DD3104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3104_SP_SET: CONCRETE POST
 DD3104_STAMPING: 010 002 1981 AZ MK
 DD3104_MARK LOGO: SCGS  
 DD3104_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3104+STABILITY: SURFACE MOTION
 DD3104
 DD3104  HISTORY     - Date     Condition        Report By
 DD3104  HISTORY     - 1981     MONUMENTED       SCGS
 DD3104  HISTORY     - 19930920 GOOD             SCGS
 DD3104
 DD3104                          STATION DESCRIPTION
 DD3104
 DD3104'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3104'STATION IS LOCATED 1.6 MILES (2.6 KM) SOUTHWEST OF MCCLELLANVILLE.
 DD3104'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3104'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3104'JUNCTION OF U.S. HIGHWAYS 17, 701 AND STATE HIGHWAY 45 IN
 DD3104'MCCLELLANVILLE, GO SOUTHWEST ON HIGHWAYS 17 AND 701 FOR 2.2 MILES
 DD3104'(3.5 KM) TO A MEDIAN U-TURN IN THE HIGHWAY AND THE STATION ON THE
 DD3104'LEFT NEAR A POWER POLE ON THE SOUTH SIDE OF THE NORTHBOUND LANES OF
 DD3104'THE HIGHWAY. STATION IS A CONCRETE POST PROJECTING 0.3 FOOT, 15.1
 DD3104'METERS (49.5 FT) SOUTH SOUTHEAST OF THE CENTER OF THE NORTHBOUND
 DD3104'LANES OF THE HIGHWAY, 4.9 METERS (16.1 FT) WEST OF POWER POLE NUMBER
 DD3104'4-35, 0.4 METER (1.3 FT) NORTH NORTHWEST OF A WITNESS POST, 5.5
 DD3104'METERS (18.0 FT) EAST OF THE CENTER OF AN OLD PAVED DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2972 ***********************************************************************
 DD2972  DESIGNATION -  010 003
 DD2972  PID         -  DD2972
 DD2972  STATE/COUNTY-  SC/CHARLESTON
 DD2972  USGS QUAD   -  SANTEE (1973)
 DD2972
 DD2972                         *CURRENT SURVEY CONTROL
 DD2972  ___________________________________________________________________
 DD2972* NAD 83(2001)-  33 09 29.04775(N)    079 28 35.15334(W)     ADJUSTED  
 DD2972* NAVD 88     -         8.0    (meters)      26.     (feet)  VERTCON   
 DD2972  ___________________________________________________________________
 DD2972  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DD2972  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DD2972
 DD2972  HORZ ORDER  -  SECOND
 DD2972
 DD2972.The horizontal coordinates were established by classical geodetic methods
 DD2972.and adjusted by the National Geodetic Survey in March 2004..
 DD2972
 DD2972.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2972
 DD2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2972
 DD2972.The geoid height was determined by GEOID03.
 DD2972
 DD2972;                    North         East     Units Scale Factor Converg.
 DD2972;SPC SC       -   147,958.142   751,699.091   MT  0.99983320   +0 50 40.8
 DD2972;SPC SC       -   485,426.98  2,466,204.37   iFT  0.99983320   +0 50 40.8
 DD2972;UTM  17      - 3,669,844.037   642,077.874   MT  0.99984889   +0 50 00.4
 DD2972
 DD2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2972!SPC SC       -   1.00000404  x   0.99983320  =   0.99983724
 DD2972!UTM  17      -   1.00000404  x   0.99984889  =   0.99985293
 DD2972
 DD2972|---------------------------------------------------------------------|
 DD2972| PID    Reference Object                     Distance      Geod. Az  |
 DD2972|                                                           dddmmss.s |
 DD2972| DD2971 010 003 RM 2                        199.557 METERS 04116     |
 DD2972| DD3676 010 003 RM 1                          8.989 METERS 10554     |
 DD2972|---------------------------------------------------------------------|
 DD2972
 DD2972                          SUPERSEDED SURVEY CONTROL
 DD2972
 DD2972  NAD 83(1986)-  33 09 29.05964(N)    079 28 35.15753(W) AD(       ) 2
 DD2972  NAD 27      -  33 09 28.45551(N)    079 28 35.92407(W) AD(       ) 2
 DD2972  NGVD 29 (07/19/86)    8.3    (m)           27.     (f) VERT ANG       
 DD2972
 DD2972.Superseded values are not recommended for survey control.
 DD2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2972.See file dsdata.txt to determine how the superseded data were derived.
 DD2972
 DD2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4207869844(NAD 83)
 DD2972_MARKER: DD = SURVEY DISK
 DD2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2972_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2972
 DD2972  HISTORY     - Date     Condition        Report By
 DD2972  HISTORY     - 1982     MONUMENTED       SCGS
 DD2972  HISTORY     - 19910602 GOOD             USPSQD
 DD2972  HISTORY     - 19970619 GOOD             USPSQD
 DD2972
 DD2972                          STATION DESCRIPTION
 DD2972
 DD2972'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2972'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) EAST-SOUTHEAST OF
 DD2972'VILLAGE OF HLNEY HILL, ABOUT 6.4 KM (4.0 MI) NORTH OF MCCLELLANVILLE,
 DD2972'ABOUT 8.0 KM (5.0 MI) SOUTHWEST OF THE SANTEE RIVER, ABOUT 4.8 KM
 DD2972'(3.0 MI) NORTHWEST OF U.S. HIGHWAY 17 AND 701.  IN THE FRANCIS MARION
 DD2972'NATIONAL FOREST.
 DD2972'
 DD2972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, 701, AND
 DD2972'STATE HIGHWAY 45 IN MCCLELLANVILLE, GO NORTHWESTERLY ON STATE HIGHWAY
 DD2972'45 FOR 3.5 KM (2.2 MI) TO CROSSROADS, PAVED ROAD LEFT AND GRADED ROAD
 DD2972'RIGHT, TURN RIGHT, GO NORTHEASTERLY ON GRADED FOR 4.0 KM (2.5 MI) TO
 DD2972'WOODS ROAD ON RIGHT, CONTINUE AHEAD FOR 0.7 KM (0.1 MI) TO THE
 DD2972'STATION ON LEFT.
 DD2972'
 DD2972'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2972'---010 003 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2972'CM IN DIAMETER RECESSED 6 INCHES BELOW THE GROUND LOCATED 22.2 METERS
 DD2972'W FROM THE THE CENTER OF A DIRT ROAD AND  8.8 METERS W FROM THE THE
 DD2972'METAL WITNESS POST.
 DD2972'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2972'DISK STAMPED---010 003 1981---SET INTO AN IRREGULAR MASS OF
 DD2972'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD2972'
 DD2972'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2972'DISK STAMPED---RM 1 010 003 1981---SET INTO THE TOP OF A ROUND
 DD2972'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE
 DD2972'GROUND LOCATED 14.0 METERS W FROM THE THE CENTER OF THE SAND ROAD,
 DD2972'0.8 METERS S FROM A METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD2972'
 DD2972'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2972'DISK STAMPED---RM 2 010 003 1981---SET INTO THE TOP OF A ROUND
 DD2972'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 6 INCHES ABOVE THE
 DD2972'GROUND LOCATED  0.8 METERS NW FROM A METAL WITNESS POST,  6.0 METERS
 DD2972'SE FROM THE THE CENTER OF A SAND ROAD,  4.6 METERS SW FROM AN 8 INCH
 DD2972'PINE TREE, AND IS LEVEL WITH THE STATION.  RM 2 USED AS AZIMUTH MARK.
 DD2972
 DD2972                          STATION RECOVERY (1991)
 DD2972
 DD2972'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DD2972'RECOVERED IN GOOD CONDITION.
 DD2972
 DD2972                          STATION RECOVERY (1997)
 DD2972
 DD2972'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD2972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2971 ***********************************************************************
 DD2971  DESIGNATION -  010 003 RM 2
 DD2971  PID         -  DD2971
 DD2971  STATE/COUNTY-  SC/CHARLESTON
 DD2971  USGS QUAD   -  SANTEE (1973)
 DD2971
 DD2971                         *CURRENT SURVEY CONTROL
 DD2971  ___________________________________________________________________
 DD2971* NAD 83(2001)-  33 09 33.91659(N)    079 28 30.07398(W)     ADJUSTED  
 DD2971* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 DD2971  ___________________________________________________________________
 DD2971  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 DD2971  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DD2971
 DD2971  HORZ ORDER  -  SECOND
 DD2971
 DD2971.The horizontal coordinates were established by classical geodetic methods
 DD2971.and adjusted by the National Geodetic Survey in March 2004..
 DD2971
 DD2971.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2971
 DD2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2971
 DD2971.The geoid height was determined by GEOID03.
 DD2971
 DD2971;                    North         East     Units Scale Factor Converg.
 DD2971;SPC SC       -   148,110.039   751,828.462   MT  0.99983299   +0 50 43.6
 DD2971;SPC SC       -   485,925.32  2,466,628.81   iFT  0.99983299   +0 50 43.6
 DD2971;UTM  17      - 3,669,995.911   642,207.277   MT  0.99984934   +0 50 03.3
 DD2971
 DD2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2971!SPC SC       -   1.00000402  x   0.99983299  =   0.99983701
 DD2971!UTM  17      -   1.00000402  x   0.99984934  =   0.99985336
 DD2971
 DD2971                          SUPERSEDED SURVEY CONTROL
 DD2971
 DD2971  NAD 83(1986)-  33 09 33.92849(N)    079 28 30.07818(W) AD(       ) 2
 DD2971  NAD 27      -  33 09 33.32432(N)    079 28 30.84465(W) AD(       ) 2
 DD2971  NGVD 29 (07/19/86)    8.4    (m)           28.     (f) VERT ANG       
 DD2971
 DD2971.Superseded values are not recommended for survey control.
 DD2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2971.See file dsdata.txt to determine how the superseded data were derived.
 DD2971
 DD2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4220769996(NAD 83)
 DD2971_MARKER: DD = SURVEY DISK
 DD2971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2971_SP_SET: CONCRETE POST
 DD2971_STAMPING: RM 2 010 003 1981
 DD2971_MARK LOGO: SCGS  
 DD2971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2971+STABILITY: SURFACE MOTION
 DD2971
 DD2971  HISTORY     - Date     Condition        Report By
 DD2971  HISTORY     - 1981     MONUMENTED       SCGS
 DD2971  HISTORY     - 19930920 GOOD             SCGS
 DD2971
 DD2971                          STATION DESCRIPTION
 DD2971
 DD2971'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2971'STATION IS LOCATED 6.0 MILES (9.7 KM) EAST SOUTHEAST OF HONEY HILL,
 DD2971'4.0 MILES (6.4 KM) NORTH OF MCCLELLANVILLE. OWNERSHIP--FRANCIS MARION
 DD2971'NATIONAL FOREST. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD2971'HIGHWAYS 17, 701 AND STATE HIGHWAY 45 IN MCCLELLANVILLE, GO NORTHWEST
 DD2971'ON HIGHWAY 45 FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF STATE ROAD
 DD2971'1335 AND A SAND ROAD RIGHT, TURN RIGHT ON THE SAND ROAD FOR 1.9 MILES
 DD2971'(3.1 KM) TO A WOODS ROAD LEFT, CONTINUE AHEAD ON THE MAIN ROAD FOR
 DD2971'0.45 MILE (0.72 KM) TO A WOODS ROAD RIGHT, CONTINUE AHEAD ON THE MAIN
 DD2971'ROAD FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT. STATION IS A
 DD2971'CONCRETE POST PROJECTING 0.6 FOOT, 0.8 METER (2.6 FT) NORTHWEST OF A
 DD2971'WITNESS POST, 6.0 METERS (19.7 FT) SOUTHEAST OF THE CENTER OF THE
 DD2971'ROAD, 4.6 METERS (15.1 FT) SOUTHWEST OF A 0.8-FOOT PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0737 ***********************************************************************
 CJ0737  DESIGNATION -  010 004
 CJ0737  PID         -  CJ0737
 CJ0737  STATE/COUNTY-  SC/CHARLESTON
 CJ0737  USGS QUAD   -  SEWEE BAY (1992)
 CJ0737
 CJ0737                         *CURRENT SURVEY CONTROL
 CJ0737  ___________________________________________________________________
 CJ0737* NAD 83(2001)-  32 58 18.66884(N)    079 40 29.48165(W)     ADJUSTED  
 CJ0737* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 CJ0737  ___________________________________________________________________
 CJ0737  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CJ0737  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 CJ0737
 CJ0737  HORZ ORDER  -  SECOND
 CJ0737
 CJ0737.The horizontal coordinates were established by classical geodetic methods
 CJ0737.and adjusted by the National Geodetic Survey in March 2004..
 CJ0737
 CJ0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0737
 CJ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0737
 CJ0737.The geoid height was determined by GEOID03.
 CJ0737
 CJ0737;                    North         East     Units Scale Factor Converg.
 CJ0737;SPC SC       -   127,055.449   733,458.428   MT  0.99986720   +0 44 04.8
 CJ0737;SPC SC       -   416,848.59  2,406,359.67   iFT  0.99986720   +0 44 04.8
 CJ0737;UTM  17      - 3,648,945.937   623,833.258   MT  0.99978908   +0 43 16.6
 CJ0737
 CJ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0737!SPC SC       -   1.00000452  x   0.99986720  =   0.99987172
 CJ0737!UTM  17      -   1.00000452  x   0.99978908  =   0.99979359
 CJ0737
 CJ0737:                Primary Azimuth Mark                     Grid Az
 CJ0737:SPC SC       -  010 004 AZ MK                            221 54 01.5
 CJ0737:UTM  17      -  010 004 AZ MK                            221 54 49.7
 CJ0737
 CJ0737|---------------------------------------------------------------------|
 CJ0737| PID    Reference Object                     Distance      Geod. Az  |
 CJ0737|                                                           dddmmss.s |
 CJ0737| CJ0738 010 004 AZ MK                       APPROX. 1.2 KM 2223806.3 |
 CJ0737| CJ1065 010 004 RM 1                          9.277 METERS 22858     |
 CJ0737|---------------------------------------------------------------------|
 CJ0737
 CJ0737                          SUPERSEDED SURVEY CONTROL
 CJ0737
 CJ0737  NAD 83(1986)-  32 58 18.67764(N)    079 40 29.48297(W) AD(       ) 2
 CJ0737  NAD 27      -  32 58 18.06347(N)    079 40 30.20907(W) AD(       ) 2
 CJ0737  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 CJ0737
 CJ0737.Superseded values are not recommended for survey control.
 CJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0737.See file dsdata.txt to determine how the superseded data were derived.
 CJ0737
 CJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2383348946(NAD 83)
 CJ0737_MARKER: DD = SURVEY DISK
 CJ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CJ0737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0737
 CJ0737  HISTORY     - Date     Condition        Report By
 CJ0737  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0737  HISTORY     - 19910603 MARK NOT FOUND   USPSQD
 CJ0737  HISTORY     - 19970620 MARK NOT FOUND   USPSQD
 CJ0737
 CJ0737                          STATION DESCRIPTION
 CJ0737
 CJ0737'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CJ0737'THE STATION IS LOCATED ABOUT 27.4 KM (17 MI) NORTHEAST OF MOUNT
 CJ0737'PLEASANT, ABOUT 19.3 KM (12.0 MI) EAST-SOUTHEAST OF HUGER, ABOUT 5.6
 CJ0737'KM (3.5 MI) SOUTHWEST OF AWENDAW, IS ON THE RIGHT-OF-WAY OF U.S.
 CJ0737'HIGHWAY 17.  FOR INFORMATION CONTACT--  GEORGE WEATHERS,
 CJ0737'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 CJ0737'(803) 758-3414.
 CJ0737'
 CJ0737'TO REACH THE STATION FROM THE POST OFFICE IN AWENDAW, GO
 CJ0737'SOUTHWESTERLY ON U.S. HIGHWAY 17 AND 701 FOR 7.9 KM (4.9 MI) TO
 CJ0737'TRIANGULATION STATION MITCHEL 2 ON LEFT, CONTINUE SOUTHWESTERLY ON
 CJ0737'U.S. HIGHWAY 17 FOR 1.6 KM (1.0 MI) TO THE STATION ON RIGHT.
 CJ0737'
 CJ0737'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CJ0737'---010 004 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CJ0737'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.6 METERS SE FROM A
 CJ0737'METAL WITNESS POST, 16.0 METERS NW FROM THE CENTER OF THE SOUTHBOUND
 CJ0737'LANE OF HIGHWAY 17,  7.3 METERS SE FROM A 14 INCH HARDWOOD TREE, 14.9
 CJ0737'METERS SW FROM A 16 INCH HARDWOOD TREE, AND 12.8 METERS NW FROM THE
 CJ0737'EDGE OF SOUTH BOUND LANE OF HIGHWAY 17.
 CJ0737'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0737'DISK STAMPED---010 004 1982---SET INTO AN IRREGULAR MASS OF
 CJ0737'CONCRETE 1.4 METERS BELOW THE SURFACE.
 CJ0737'
 CJ0737'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0737'DISK STAMPED---RM 1 010 004 1982---SET INTO THE TOP OF A ROUND
 CJ0737'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 CJ0737'16.8 METERS NW FROM THE CENTER OF SOUTH BOUND LANE OF HIGHWAY 17,
 CJ0737'9.3 METERS SW FROM A METAL WITNESS POST, 16.4 METERS NE FROM AN 8
 CJ0737'INCH SCRUP TREE, 13.9 METERS NW FROM THE EDGE OF SOUTH BOUND LANE OF
 CJ0737'HIGHWAY 17, AND IS LEVEL WITH THE STATION.
 CJ0737'
 CJ0737'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 CJ0737'STAMPED---AZ MK 010 004 1982---SET INTO THE TOP OF A ROUND CONCRETE
 CJ0737'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.6 METERS
 CJ0737'NE FROM METAL WITNESS POST, 12.1 METERS SE FROM CENTER OF SOUTH BOUND
 CJ0737'LANE OF HIGHWAY 17, 10.2 METERS NW FROM CENTER OF NORTH BOUND LANE OF
 CJ0737'HIGHWAY 17, AND 11.6 METERS NE FROM CENTER OF HIGHWAY CROSSOVER.
 CJ0737'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON
 CJ0737'HIGHWAY 17 FOR 1.2 KM (0.75 MI) TO A CROSSOVER AND THE AZIMUTH IN THE
 CJ0737'MEDIAN.
 CJ0737
 CJ0737                          STATION RECOVERY (1991)
 CJ0737
 CJ0737'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0737'MARK NOT FOUND.
 CJ0737
 CJ0737                          STATION RECOVERY (1997)
 CJ0737
 CJ0737'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0738 ***********************************************************************
 CJ0738  DESIGNATION -  010 004 AZ MK
 CJ0738  PID         -  CJ0738
 CJ0738  STATE/COUNTY-  SC/CHARLESTON
 CJ0738  USGS QUAD   -  SEWEE BAY (1992)
 CJ0738
 CJ0738                         *CURRENT SURVEY CONTROL
 CJ0738  ___________________________________________________________________
 CJ0738* NAD 83(2001)-  32 57 49.13474(N)    079 41 01.73605(W)     ADJUSTED  
 CJ0738* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 CJ0738  ___________________________________________________________________
 CJ0738  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CJ0738  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 CJ0738
 CJ0738  HORZ ORDER  -  SECOND
 CJ0738
 CJ0738.The horizontal coordinates were established by classical geodetic methods
 CJ0738.and adjusted by the National Geodetic Survey in March 2004..
 CJ0738
 CJ0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0738
 CJ0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0738
 CJ0738.The geoid height was determined by GEOID03.
 CJ0738
 CJ0738;                    North         East     Units Scale Factor Converg.
 CJ0738;SPC SC       -   126,135.096   732,632.628   MT  0.99986894   +0 43 46.9
 CJ0738;SPC SC       -   413,829.06  2,403,650.35   iFT  0.99986894   +0 43 46.9
 CJ0738;UTM  17      - 3,648,025.851   623,007.309   MT  0.99978656   +0 42 58.4
 CJ0738
 CJ0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0738!SPC SC       -   1.00000428  x   0.99986894  =   0.99987322
 CJ0738!UTM  17      -   1.00000428  x   0.99978656  =   0.99979084
 CJ0738
 CJ0738                          SUPERSEDED SURVEY CONTROL
 CJ0738
 CJ0738  NAD 83(1986)-  32 57 49.14351(N)    079 41 01.73732(W) AD(       ) 2
 CJ0738  NAD 27      -  32 57 48.52822(N)    079 41 02.46205(W) AD(       ) 2
 CJ0738  NGVD 29 (07/19/86)    6.5    (m)           21.     (f) VERT ANG       
 CJ0738
 CJ0738.Superseded values are not recommended for survey control.
 CJ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0738.See file dsdata.txt to determine how the superseded data were derived.
 CJ0738
 CJ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2300748026(NAD 83)
 CJ0738_MARKER: DD = SURVEY DISK
 CJ0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0738_SP_SET: CONCRETE POST
 CJ0738_STAMPING: AZ MK 010 004 1982
 CJ0738_MARK LOGO: SCGS  
 CJ0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0738+STABILITY: SURFACE MOTION
 CJ0738
 CJ0738  HISTORY     - Date     Condition        Report By
 CJ0738  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0738  HISTORY     - 19930920 GOOD             SCGS
 CJ0738
 CJ0738                          STATION DESCRIPTION
 CJ0738
 CJ0738'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ0738'STATION IS LOCATED 16.0 MILES (25.7 KM) NORTHEAST OF MOUNT PLEASANT,
 CJ0738'6.2 MILES (10.0 KM) SOUTHWEST OF AWENDAW. OWNERSHIP--SCDOT, DIRECTOR
 CJ0738'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0738'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CJ0738'17, 701 AND STATE HIGHWAY 41, 6.0 MILES (9.7 KM) NORTHEAST OF MOUNT
 CJ0738'PLEASANT, GO EAST NORTHEAST ON HIGHWAYS 17 AND 701 FOR 7.9 MILES
 CJ0738'(12.7 KM) TO THE JUNCTION OF STATE ROAD 98 (GUERINS BRIDGE ROAD),
 CJ0738'CONTINUE ON HIGHWAYS 17 AND 701 FOR 1.95 MILES (3.14 KM) TO THE NEBO
 CJ0738'CHURCH ON THE LEFT, CONTINUE ON HIGHWAYS 17 AND 701 FOR 0.35 MILE
 CJ0738'(0.56 KM) TO THE STATION ON THE LEFT IN THE MEDIAN AT A CROSSOVER
 CJ0738'ROAD FOR THE HIGHWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 CJ0738'GROUND, 1.6 METERS (5.2 FT) NORTHEAST OF A WITNESS POST, 12.1 METERS
 CJ0738'(39.7 FT) SOUTHEAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 CJ0738'HIGHWAY, 10.2 METERS (33.5 FT) NORTHWEST OF THE CENTER OF THE
 CJ0738'NORTHBOUND LANES OF THE HIGHWAY, 11.6 METERS (38.1 FT) NORTHEAST OF
 CJ0738'THE CENTER OF THE CROSSOVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0734 ***********************************************************************
 CJ0734  DESIGNATION -  010 005
 CJ0734  PID         -  CJ0734
 CJ0734  STATE/COUNTY-  SC/CHARLESTON
 CJ0734  USGS QUAD   -  SEWEE BAY (1992)
 CJ0734
 CJ0734                         *CURRENT SURVEY CONTROL
 CJ0734  ___________________________________________________________________
 CJ0734* NAD 83(2001)-  32 59 18.21625(N)    079 38 49.72207(W)     ADJUSTED  
 CJ0734* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 CJ0734  ___________________________________________________________________
 CJ0734  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CJ0734  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 CJ0734
 CJ0734  HORZ ORDER  -  SECOND
 CJ0734
 CJ0734.The horizontal coordinates were established by classical geodetic methods
 CJ0734.and adjusted by the National Geodetic Survey in March 2004..
 CJ0734
 CJ0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0734
 CJ0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0734
 CJ0734.The geoid height was determined by GEOID03.
 CJ0734
 CJ0734;                    North         East     Units Scale Factor Converg.
 CJ0734;SPC SC       -   128,923.062   736,024.360   MT  0.99986376   +0 45 00.1
 CJ0734;SPC SC       -   422,975.93  2,414,778.08   iFT  0.99986376   +0 45 00.1
 CJ0734;UTM  17      - 3,650,812.817   626,399.440   MT  0.99979699   +0 44 12.1
 CJ0734
 CJ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0734!SPC SC       -   1.00000417  x   0.99986376  =   0.99986793
 CJ0734!UTM  17      -   1.00000417  x   0.99979699  =   0.99980116
 CJ0734
 CJ0734:                Primary Azimuth Mark                     Grid Az
 CJ0734:SPC SC       -  010 005 AZ MK                            017 33 45.2
 CJ0734:UTM  17      -  010 005 AZ MK                            017 34 33.2
 CJ0734
 CJ0734|---------------------------------------------------------------------|
 CJ0734| PID    Reference Object                     Distance      Geod. Az  |
 CJ0734|                                                           dddmmss.s |
 CJ0734| CJ0733 010 005 AZ MK                       453.261 METERS 0181845.3 |
 CJ0734| CJ1066 010 005 RM 1                          9.928 METERS 04326     |
 CJ0734|---------------------------------------------------------------------|
 CJ0734
 CJ0734                          SUPERSEDED SURVEY CONTROL
 CJ0734
 CJ0734  NAD 83(1986)-  32 59 18.22514(N)    079 38 49.72348(W) AD(       ) 2
 CJ0734  NAD 27      -  32 59 17.61358(N)    079 38 50.45336(W) AD(       ) 2
 CJ0734  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) VERT ANG       
 CJ0734
 CJ0734.Superseded values are not recommended for survey control.
 CJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0734.See file dsdata.txt to determine how the superseded data were derived.
 CJ0734
 CJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2639950813(NAD 83)
 CJ0734_MARKER: DD = SURVEY DISK
 CJ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0734_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CJ0734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0734
 CJ0734  HISTORY     - Date     Condition        Report By
 CJ0734  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0734  HISTORY     - 19910603 MARK NOT FOUND   USPSQD
 CJ0734  HISTORY     - 19970620 GOOD             USPSQD
 CJ0734
 CJ0734                          STATION DESCRIPTION
 CJ0734
 CJ0734'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CJ0734'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) NORTHWEST OF MOUNT
 CJ0734'PLEASANT, ABOUT 18.5 KM (11.5 MI) SOUTHEAST OF HUGER, ABOUT 9.7 KM
 CJ0734'(6.0 MI) SOUTHWEST OF AWENDAW.  THE STATION IS ON THE RIGHT- OF-WAY
 CJ0734'OF U.S. HIGHWAY 17 AND 701.  FOR INFORMATION CONTACT--  GEORGE
 CJ0734'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 CJ0734'29202, PHONE (803) 758-3414.
 CJ0734'
 CJ0734'TO REACH THE STATION FROM POST OFFICE IN AWENDAW, GO SOUTHEASTERLY ON
 CJ0734'U.S. HIGHWAY 17, 701 FOR 6.4 KM (3.95 MI) TO THE STATION LEFT.
 CJ0734'
 CJ0734'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CJ0734'---010 005 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CJ0734'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  4.9 METERS W FROM THE
 CJ0734'METAL WITNESS POST,  3.6 METERS W FROM A POWER LINE POLE,  7.0 METERS
 CJ0734'E FROM THE THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 17,  6.1
 CJ0734'METERS SE FROM A POWER LINE POLE GUY CABLE ANCHOR, AND  3.4 METERS E
 CJ0734'FROM THE THE EDGE OF THE NORTH BOUND LANE OF HIGHWAY 17.
 CJ0734'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0734'DISK STAMPED---010 005 1982---SET INTO AN IRREGULAR MASS OF
 CJ0734'CONCRETE 1.3 METERS BELOW THE SURFACE.
 CJ0734'
 CJ0734'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0734'DISK STAMPED---RM 1 010 005 1982---SET INTO THE TOP OF A ROUND
 CJ0734'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 CJ0734'8.2 METERS E FROM THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 17,
 CJ0734'10.2 METERS N FROM THE POWER LINE POLE, 10.0 METERS N FROM A METAL
 CJ0734'WITNESS POST AT THE STATION,  6.2 METERS N FROM A POWER LINE POLE GUY
 CJ0734'CABLE ANCHOR, AND IS LEVEL WITH THE STATION.
 CJ0734'
 CJ0734'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 CJ0734'STAMPED---AZ MK 010 005 1982---SET INTO THE TOP OF A ROUND CONCRETE
 CJ0734'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.0 METERS
 CJ0734'NE FROM A METAL WITNESS POST, 10.5 METERS W FROM THE THE NORTH BOUND
 CJ0734'LANE OF HIGHWAY 17, 11.8 METERS E FROM THE THE SOUTH BOUND LANE OF
 CJ0734'HIGHWAY 17, AND 10.4 METERS N FROM THE THE HIGHWAY CROSSOVER.
 CJ0734'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON HIGHWAY
 CJ0734'17 FOR 0.4 KM (0.25 MI) TO A CROSSOVER AND THE AZIMUTH MARK IN THE
 CJ0734'MEDIAN.
 CJ0734
 CJ0734                          STATION RECOVERY (1991)
 CJ0734
 CJ0734'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0734'MARK NOT FOUND.
 CJ0734
 CJ0734                          STATION RECOVERY (1997)
 CJ0734
 CJ0734'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0733 ***********************************************************************
 CJ0733  DESIGNATION -  010 005 AZ MK
 CJ0733  PID         -  CJ0733
 CJ0733  STATE/COUNTY-  SC/CHARLESTON
 CJ0733  USGS QUAD   -  SEWEE BAY (1992)
 CJ0733
 CJ0733                         *CURRENT SURVEY CONTROL
 CJ0733  ___________________________________________________________________
 CJ0733* NAD 83(2001)-  32 59 32.18414(N)    079 38 44.23644(W)     ADJUSTED  
 CJ0733* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 CJ0733  ___________________________________________________________________
 CJ0733  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CJ0733  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 CJ0733
 CJ0733  HORZ ORDER  -  SECOND
 CJ0733
 CJ0733.The horizontal coordinates were established by classical geodetic methods
 CJ0733.and adjusted by the National Geodetic Survey in March 2004..
 CJ0733
 CJ0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0733
 CJ0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0733
 CJ0733.The geoid height was determined by GEOID03.
 CJ0733
 CJ0733;                    North         East     Units Scale Factor Converg.
 CJ0733;SPC SC       -   129,355.137   736,161.112   MT  0.99986296   +0 45 03.1
 CJ0733;SPC SC       -   424,393.49  2,415,226.75   iFT  0.99986296   +0 45 03.1
 CJ0733;UTM  17      - 3,651,244.831   626,536.283   MT  0.99979742   +0 44 15.3
 CJ0733
 CJ0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0733!SPC SC       -   1.00000438  x   0.99986296  =   0.99986734
 CJ0733!UTM  17      -   1.00000438  x   0.99979742  =   0.99980180
 CJ0733
 CJ0733                          SUPERSEDED SURVEY CONTROL
 CJ0733
 CJ0733  NAD 83(1986)-  32 59 32.19303(N)    079 38 44.23788(W) AD(       ) 2
 CJ0733  NAD 27      -  32 59 31.58190(N)    079 38 44.96812(W) AD(       ) 2
 CJ0733  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG       
 CJ0733
 CJ0733.Superseded values are not recommended for survey control.
 CJ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0733.See file dsdata.txt to determine how the superseded data were derived.
 CJ0733
 CJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2653651245(NAD 83)
 CJ0733_MARKER: DD = SURVEY DISK
 CJ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0733_SP_SET: CONCRETE POST
 CJ0733_STAMPING: AZ MK 010 005 1982
 CJ0733_MARK LOGO: SCGS  
 CJ0733_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0733+STABILITY: SURFACE MOTION
 CJ0733
 CJ0733  HISTORY     - Date     Condition        Report By
 CJ0733  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0733  HISTORY     - 19930920 GOOD             SCGS
 CJ0733
 CJ0733                          STATION DESCRIPTION
 CJ0733
 CJ0733'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ0733'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTHWEST OF AWENDAW, 19.2 MILES
 CJ0733'(30.9 KM) NORTHEAST OF MOUNT PLEASANT. OWNERSHIP--SCDOT, DIRECTOR OF
 CJ0733'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0733'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CJ0733'17, 701 AND STATE HIGHWAY 41, 6.0 MILES (9.7 KM) NORTHEAST OF MOUNT
 CJ0733'PLEASANT, GO EAST NORTHEAST ON HIGHWAYS 17 AND 701 FOR 7.9 MILES
 CJ0733'(12.7 KM) TO THE JUNCTION OF STATE ROAD 98 (GUERINS BRIDGE ROAD),
 CJ0733'CONTINUE ON HIGHWAYS 17 AND 701 FOR 5.3 MILES (8.5 KM) TO THE
 CJ0733'JUNCTION OF STATE ROAD 584, CONTINUE ON HIGHWAYS 17 AND 701 FOR 0.15
 CJ0733'MILE (0.24 KM) TO THE STATION IN THE MEDIAN AT A CROSSOVER ROAD FOR
 CJ0733'THE HIGHWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 1.0
 CJ0733'METER (3.3 FT) NORTHEAST OF A WITNESS POST, 10.5 METERS (34.4 FT)
 CJ0733'WEST OF THE NORTHBOUND LANES OF THE HIGHWAY, 11.8 METERS (38.7 FT)
 CJ0733'EAST OF THE SOUTHBOUND LANES OF THE HIGHWAY, 10.4 METERS (34.1 FT)
 CJ0733'NORTH OF THE CENTER OF THE CROSSOVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3106 ***********************************************************************
 DD3106  DESIGNATION -  010 006
 DD3106  PID         -  DD3106
 DD3106  STATE/COUNTY-  SC/CHARLESTON
 DD3106  USGS QUAD   -  AWENDAW (1992)
 DD3106
 DD3106                         *CURRENT SURVEY CONTROL
 DD3106  ___________________________________________________________________
 DD3106* NAD 83(2001)-  33 02 49.69418(N)    079 34 02.19352(W)     ADJUSTED  
 DD3106* NAVD 88     -         6.7    (meters)      22.     (feet)  VERTCON   
 DD3106  ___________________________________________________________________
 DD3106  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DD3106  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DD3106
 DD3106  HORZ ORDER  -  SECOND
 DD3106
 DD3106.The horizontal coordinates were established by classical geodetic methods
 DD3106.and adjusted by the National Geodetic Survey in March 2004..
 DD3106
 DD3106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3106
 DD3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3106
 DD3106.The geoid height was determined by GEOID03.
 DD3106
 DD3106;                    North         East     Units Scale Factor Converg.
 DD3106;SPC SC       -   135,537.073   743,397.358   MT  0.99985220   +0 47 39.5
 DD3106;SPC SC       -   444,675.44  2,438,967.71   iFT  0.99985220   +0 47 39.5
 DD3106;UTM  17      - 3,657,424.814   633,773.590   MT  0.99982065   +0 46 53.1
 DD3106
 DD3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3106!SPC SC       -   1.00000422  x   0.99985220  =   0.99985642
 DD3106!UTM  17      -   1.00000422  x   0.99982065  =   0.99982487
 DD3106
 DD3106|---------------------------------------------------------------------|
 DD3106| PID    Reference Object                     Distance      Geod. Az  |
 DD3106|                                                           dddmmss.s |
 DD3106| DD3677 010 006 RM 1                         15.032 METERS 00424     |
 DD3106| DD3105 010 006 AZ MK                       440.027 METERS 0764600.4 |
 DD3106|---------------------------------------------------------------------|
 DD3106
 DD3106                          SUPERSEDED SURVEY CONTROL
 DD3106
 DD3106  NAD 83(1986)-  33 02 49.70558(N)    079 34 02.19600(W) AD(       ) 2
 DD3106  NAD 27      -  33 02 49.09662(N)    079 34 02.94064(W) AD(       ) 2
 DD3106  NGVD 29 (07/19/86)    7.0    (m)           23.     (f) VERT ANG       
 DD3106
 DD3106.Superseded values are not recommended for survey control.
 DD3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3106.See file dsdata.txt to determine how the superseded data were derived.
 DD3106
 DD3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3377457425(NAD 83)
 DD3106_MARKER: DD = SURVEY DISK
 DD3106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3106_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3106_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3106
 DD3106  HISTORY     - Date     Condition        Report By
 DD3106  HISTORY     - 1982     MONUMENTED       SCGS
 DD3106  HISTORY     - 19910602 GOOD             USPSQD
 DD3106  HISTORY     - 19970619 GOOD             USPSQD
 DD3106
 DD3106                          STATION DESCRIPTION
 DD3106
 DD3106'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3106'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) SOUTHWEST OF
 DD3106'MCCLELLANVILLE, ABOUT 2.4 KM (1.5 MI) NORTHEAST OF AWENDAW ON THE
 DD3106'WEST SIDE OF U.S. HIGHWAY 17, AT THE SITE OF THE REMAINS OF AN OLD
 DD3106'LOOKOUT TOWER.
 DD3106'
 DD3106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND 701
 DD3106'AND COUNTY
 DD3106'ROAD S-10-1032 AT THE AWENDAW POST OFFICE, GO NORTHEASTERLY ON U.S.
 DD3106'HIGHWAY 17 AND 701 FOR 4.7 KM (2.9 MI) TO A SIDE ROAD LEFT, COUNTY
 DD3106'ROAD S-10-913, TURN LEFT, ON S-10-917, GO 0.1 KM (0.05 MI) TURN RIGHT
 DD3106'CROSSING DITCH, BEAR RIGHT TO OPEN AREA, NEAR THE REMAINS OF OLD
 DD3106'LOOKOUT TOWER.
 DD3106'
 DD3106'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3106'---010 006 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3106'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.3 METERS NW FROM A
 DD3106'METAL WITNESS POST, 37.0 METERS NW FROM THE THE CENTER OF THE NORTH
 DD3106'BOUND LANE OF HIGHWAY 17, 17.4 METERS SW FROM A 12 INCH SCRUB OAK
 DD3106'TREE, AND 16.5 METERS W FROM A 12 INCH PINE TREE.
 DD3106'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3106'DISK STAMPED---010 006 1982---SET INTO AN IRREGULAR MASS OF
 DD3106'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3106'
 DD3106'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3106'DISK STAMPED---010 006 1982 RM 1---SET INTO A DRILL HOLE IN
 DD3106'CONCRETE FOR OLD FIRE TOWER BASE 12 INCHES HIGH AND 14 INCHES WIDE.
 DD3106'LOCATED  51.0 METERS  NW FROM  FROM CENTER OF NORTHEASTERLY
 DD3106'BOUND LANE OF 17-701,  24.9 METERS  NN FROM WOF METAL WITNESS POST,
 DD3106'9.2 METERS  S FROM  OF 11 INCH PINE TREE, AND 1 FOOT HIGHER THAN
 DD3106'THE STATION.
 DD3106'
 DD3106'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3106'STAMPED---010 006 1982 AZ MK------SET INTO THE TOP OF A ROUND
 DD3106'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3106'9.5 METERS SSE FROM THE CENTER OF NORTHEASTERLY BOUND LANE OF 17-701,
 DD3106'7.9 METERS ENE FROM THE APPROXIMATE CENTER OF DIRT ROAD,  0.5 METERS
 DD3106'NNW FROM THE METAL WITNESS POST, AND 15.5 METERS NE FROM THE POWER
 DD3106'LINE POLE.
 DD3106'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH ON 701-17 FOR
 DD3106'0.25 MI TO MARK ON RIGHT.
 DD3106
 DD3106                          STATION RECOVERY (1991)
 DD3106
 DD3106'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DD3106'RECOVERED IN GOOD CONDITION.
 DD3106
 DD3106                          STATION RECOVERY (1997)
 DD3106
 DD3106'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD3106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3105 ***********************************************************************
 DD3105  DESIGNATION -  010 006 AZ MK
 DD3105  PID         -  DD3105
 DD3105  STATE/COUNTY-  SC/CHARLESTON
 DD3105  USGS QUAD   -  AWENDAW (1992)
 DD3105
 DD3105                         *CURRENT SURVEY CONTROL
 DD3105  ___________________________________________________________________
 DD3105* NAD 83(2001)-  33 02 52.96355(N)    079 33 45.68398(W)     ADJUSTED  
 DD3105* NAVD 88     -         6.7    (meters)      22.     (feet)  VERTCON   
 DD3105  ___________________________________________________________________
 DD3105  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DD3105  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DD3105
 DD3105  HORZ ORDER  -  SECOND
 DD3105
 DD3105.The horizontal coordinates were established by classical geodetic methods
 DD3105.and adjusted by the National Geodetic Survey in March 2004..
 DD3105
 DD3105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3105
 DD3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3105
 DD3105.The geoid height was determined by GEOID03.
 DD3105
 DD3105;                    North         East     Units Scale Factor Converg.
 DD3105;SPC SC       -   135,643.715   743,824.200   MT  0.99985203   +0 47 48.6
 DD3105;SPC SC       -   445,025.31  2,440,368.11   iFT  0.99985203   +0 47 48.6
 DD3105;UTM  17      - 3,657,531.356   634,200.442   MT  0.99982206   +0 47 02.2
 DD3105
 DD3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3105!SPC SC       -   1.00000422  x   0.99985203  =   0.99985625
 DD3105!UTM  17      -   1.00000422  x   0.99982206  =   0.99982628
 DD3105
 DD3105                          SUPERSEDED SURVEY CONTROL
 DD3105
 DD3105  NAD 83(1986)-  33 02 52.97502(N)    079 33 45.68649(W) AD(       ) 2
 DD3105  NAD 27      -  33 02 52.36566(N)    079 33 46.43146(W) AD(       ) 2
 DD3105  NGVD 29 (07/19/86)    7.0    (m)           23.     (f) VERT ANG       
 DD3105
 DD3105.Superseded values are not recommended for survey control.
 DD3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3105.See file dsdata.txt to determine how the superseded data were derived.
 DD3105
 DD3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3420057531(NAD 83)
 DD3105_MARKER: DD = SURVEY DISK
 DD3105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3105_SP_SET: CONCRETE POST
 DD3105_STAMPING: 010 006 1982 AZ MK
 DD3105_MARK LOGO: SCGS  
 DD3105_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3105+STABILITY: SURFACE MOTION
 DD3105
 DD3105  HISTORY     - Date     Condition        Report By
 DD3105  HISTORY     - 1981     MONUMENTED       SCGS
 DD3105  HISTORY     - 19930920 GOOD             SCGS
 DD3105
 DD3105                          STATION DESCRIPTION
 DD3105
 DD3105'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3105'STATION IS LOCATED 6.5 MILES (10.5 KM) SOUTHWEST OF MCCLELLANVILLE,
 DD3105'3.5 MILES (5.6 KM) EAST NORTHEAST OF AWENDAW. OWNERSHIP--SCDOT,
 DD3105'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3105'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3105'17, 701, STATE HIGHWAY 45 AND STATE ROAD 1189 (SOUTH PINCKNEY STREET)
 DD3105'IN MCCLELLANVILLE, GO SOUTHWEST ON HIGHWAYS 17 AND 701 FOR 6.1 MILES
 DD3105'(9.8 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE ON THE SOUTH
 DD3105'SIDE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.3 MILE (0.5 KM)
 DD3105'NORTHEAST OF THE JUNCTION OF STATE ROAD 913. STATION IS A CONCRETE
 DD3105'POST FLUSH WITH THE GROUND, 9.5 METERS (31.2 FT) SOUTH SOUTHEAST OF
 DD3105'THE NORTHBOUND LANES OF THE HIGHWAY, 7.9 METERS (25.9 FT) EAST
 DD3105'NORTHEAST OF THE CENTER OF A DIRT ROAD, 0.5 METER (1.6 FT) NORTH
 DD3105'NORTHWEST OF A WITNESS POST, 15.5 METERS (50.9 FT) NORTHEAST OF THE
 DD3105'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0745 ***********************************************************************
 CJ0745  DESIGNATION -  010 007
 CJ0745  PID         -  CJ0745
 CJ0745  STATE/COUNTY-  SC/CHARLESTON
 CJ0745  USGS QUAD   -  SEWEE BAY (1992)
 CJ0745
 CJ0745                         *CURRENT SURVEY CONTROL
 CJ0745  ___________________________________________________________________
 CJ0745* NAD 83(2001)-  32 53 34.20860(N)    079 44 15.88410(W)     ADJUSTED  
 CJ0745* NAVD 88     -         6.3    (meters)      21.     (feet)  GPS OBS   
 CJ0745  ___________________________________________________________________
 CJ0745  X           -     955,068.603 (meters)                     COMP
 CJ0745  Y           -  -5,275,154.994 (meters)                     COMP
 CJ0745  Z           -   3,443,970.322 (meters)                     COMP
 CJ0745  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CJ0745  ELLIP HEIGHT-         -27.18  (meters)          (03/13/03) GPS OBS
 CJ0745  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 CJ0745
 CJ0745  HORZ ORDER  -  FIRST
 CJ0745  ELLP ORDER  -  FOURTH    CLASS II
 CJ0745
 CJ0745.The horizontal coordinates were established by GPS observations
 CJ0745.and adjusted by the National Geodetic Survey in March 2003..
 CJ0745
 CJ0745.The orthometric height was determined by GPS observations and a
 CJ0745.high-resolution geoid model.
 CJ0745
 CJ0745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0745
 CJ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0745
 CJ0745.The ellipsoidal height was determined by GPS observations
 CJ0745.and is referenced to NAD 83.
 CJ0745
 CJ0745.The geoid height was determined by GEOID03.
 CJ0745
 CJ0745;                    North         East     Units Scale Factor Converg.
 CJ0745;SPC SC       -   118,220.396   727,687.586   MT  0.99988478   +0 41 59.3
 CJ0745;SPC SC       -   387,862.19  2,387,426.46   iFT  0.99988478   +0 41 59.3
 CJ0745;UTM  17      - 3,640,113.119   618,060.837   MT  0.99977186   +0 41 08.1
 CJ0745
 CJ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0745!SPC SC       -   1.00000427  x   0.99988478  =   0.99988905
 CJ0745!UTM  17      -   1.00000427  x   0.99977186  =   0.99977613
 CJ0745
 CJ0745|---------------------------------------------------------------------|
 CJ0745| PID    Reference Object                     Distance      Geod. Az  |
 CJ0745|                                                           dddmmss.s |
 CJ0745| CJ1067 010 007 RM 1                         10.854 METERS 22133     |
 CJ0745| CJ0746 010 007 AZ MK                       APPROX. 0.9 KM 2243512.4 |
 CJ0745|---------------------------------------------------------------------|
 CJ0745
 CJ0745                          SUPERSEDED SURVEY CONTROL
 CJ0745
 CJ0745  NAD 83(1995)-  32 53 34.20868(N)    079 44 15.88444(W) AD(       ) 1
 CJ0745  ELLIP H (12/20/99)  -27.16   (m)                       GP(       ) 4 1
 CJ0745  NAD 83(1986)-  32 53 34.22083(N)    079 44 15.88722(W) AD(       ) 1
 CJ0745  NAD 83(1986)-  32 53 34.22083(N)    079 44 15.88722(W) AD(       ) 2
 CJ0745  NAD 27      -  32 53 33.59519(N)    079 44 16.60133(W) AD(       ) 2
 CJ0745  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG       
 CJ0745
 CJ0745.Superseded values are not recommended for survey control.
 CJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0745.See file dsdata.txt to determine how the superseded data were derived.
 CJ0745
 CJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1806140113(NAD 83)
 CJ0745_MARKER: DD = SURVEY DISK
 CJ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CJ0745_STAMPING: HORZ 010 007 1982
 CJ0745_MARK LOGO: SCGS  
 CJ0745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0745+STABILITY: SURFACE MOTION
 CJ0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0745+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1995
 CJ0745
 CJ0745  HISTORY     - Date     Condition        Report By
 CJ0745  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0745  HISTORY     - 19910604 MARK NOT FOUND   USPSQD
 CJ0745  HISTORY     - 19931110 GOOD             SCGS
 CJ0745  HISTORY     - 19950803 GOOD             SCGS
 CJ0745  HISTORY     - 19970620 MARK NOT FOUND   USPSQD
 CJ0745
 CJ0745                          STATION DESCRIPTION
 CJ0745
 CJ0745'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CJ0745'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHEAST OF MOUNT
 CJ0745'PLEASANT, ABOUT 6.4 KM (4.0 MI) NORTHEAST OF THE JUNCTION OF U.S.
 CJ0745'HIGHWAY 17-701 AND STATE HIGHWAY 41.  IS ON THE RIGHT-OF-WAY OF U.S.
 CJ0745'HIGHWAY 17 AND 701.  FOR INFORMATION CONTACT--  GEORGE WEATHERS,
 CJ0745'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 CJ0745'(803) 758-3414.
 CJ0745'
 CJ0745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, 701, AND
 CJ0745'STATE HIGHWAY 41, ABOUT 6 MILES NORTHWEST OF MOUNT PLEASANT, GO
 CJ0745'NORTHEAST ON U.S. HIGHWAY 17 AND 701 FOR 7.1 KM (4.40 MI) TO
 CJ0745'CROSSROAD AND THE STATION RIGHT.
 CJ0745'
 CJ0745'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CJ0745'---010 007 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 CJ0745'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 15.1 METERS ESE FROM
 CJ0745'FROM CENTER OF NORTH BOUND LANE OF U.S. 701-17,  0.8 METERS W FROM
 CJ0745'FROM METAL WITNESS POST, 14.4 METERS NE FROM DRIVEWAY
 CJ0745'APPROXIMATE CENTER OF, AND 28.2 METERS NE FROM POWER POLE.
 CJ0745'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0745'DISK STAMPED---010 007 1982---SET INTO AN IRREGULAR MASS OF
 CJ0745'CONCRETE 1.2 METERS BELOW THE SURFACE.
 CJ0745'
 CJ0745'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0745'DISK STAMPED---010 007 1982 RM 1---SET INTO THE TOP OF A ROUND
 CJ0745'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 CJ0745'15.0 METERS SE FROM CENTER OF NORTH BOUND LANE OF U.S. 701-17,
 CJ0745'3.6 METERS NE FROM APPROXIMATE CENTER OF DRIVEWAY, 11.4 METERS
 CJ0745'SW FROM METAL WITNESS POST, 17.4 METERS NE FROM POWER POLE,
 CJ0745'AND IS LEVEL WITH THE STATION.
 CJ0745'
 CJ0745'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 CJ0745'STAMPED---010 007 1982 AZ MK------SET INTO THE TOP OF A ROUND
 CJ0745'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 CJ0745'13.4 METERS SE FROM SOUTH BOUND LANE OF U.S. 701-17, 20.0 METERS
 CJ0745'NW FROM NORTH BOUND LANE OF U.S. 701-17,  8.5 METERS SW FROM
 CJ0745'FROM INTERSECTION OF ROAD BEE HIVE, AND  1.8 METERS N FROM METAL
 CJ0745'WITNESS POST.
 CJ0745'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON U.S.
 CJ0745'HIGHWAY 17 FOR 0.8 KM (0.5 MI) TO A CROSSOVER AND THE STATION ON LEFT
 CJ0745'IN THE MEDIAN STRIP BETWEEN NORTN BOUND LANE AND SOUTH BOUND LANE OF
 CJ0745'U.S. HIGHWAY 17.
 CJ0745
 CJ0745                          STATION RECOVERY (1991)
 CJ0745
 CJ0745'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0745'MARK NOT FOUND.
 CJ0745
 CJ0745                          STATION RECOVERY (1993)
 CJ0745
 CJ0745'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 CJ0745'STATION IS LOCATED 10.7 MILES (17.2 KM) NORTHEAST OF MOUNT PLEASANT,
 CJ0745'1.2 MILES (1.9 KM) NORTHEAST OF WHITEHALL TERRACE.  OWNERSHIP--SCDOT,
 CJ0745'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0745'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CJ0745'17, 701 AND STATE HIGHWAY 41, 6.25 MILES (10.06 KM) NORTHEAST OF MOUNT
 CJ0745'PLEASANT, GO NORTHEAST ON HIGHWAYS 17 AND 701 FOR 3.85 MILES (6.20 KM)
 CJ0745'TO THE JUNCTION OF STATE ROAD 858 (BEEHIVE ROAD) , CONTINUE ON
 CJ0745'HIGHWAYS 17 AND 701 FOR 0.5 MILE (0.8 KM) TO THE STATION IN THE EAST
 CJ0745'ANGLE OF A SAND ROAD RIGHT (FRED RAVENEL ROAD) . STATION IS A CONCRETE
 CJ0745'POST PROJECTING 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 50.7
 CJ0745'FEET (15.5 M) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 CJ0745'HIGHWAY, 46.0 FEET (14.0 M) NORTHEAST OF THE CENTER OF THE ROAD, 93.2
 CJ0745'FEET (28.4 M) NORTHEAST OF A POWER POLE WITH FOUR GUY WIRES AND A
 CJ0745'TRANSFORMER, 29.8 FEET (9.1 M) EAST NORTHEAST OF THE NORTHEAST END OF
 CJ0745'A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 36.8 FEET (11.2 M)
 CJ0745'EAST NORTHEAST OF A WITNESS POST AT A ROAD NAME SIGN POST.  RECOVERED
 CJ0745'BY C.E.  GEOGHEGAN.
 CJ0745
 CJ0745                          STATION RECOVERY (1995)
 CJ0745
 CJ0745'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ0745'RECOVERED AS DESCRIBED.
 CJ0745
 CJ0745                          STATION RECOVERY (1997)
 CJ0745
 CJ0745'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0746 ***********************************************************************
 CJ0746  DESIGNATION -  010 007 AZ MK
 CJ0746  PID         -  CJ0746
 CJ0746  STATE/COUNTY-  SC/CHARLESTON
 CJ0746  USGS QUAD   -  SEWEE BAY (1992)
 CJ0746
 CJ0746                         *CURRENT SURVEY CONTROL
 CJ0746  ___________________________________________________________________
 CJ0746* NAD 83(2001)-  32 53 14.47626(N)    079 44 38.93551(W)     ADJUSTED  
 CJ0746* NAVD 88     -         6.51   (meters)      21.4    (feet)  LEVELING  
 CJ0746  ___________________________________________________________________
 CJ0746  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CJ0746  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 CJ0746
 CJ0746  HORZ ORDER  -  SECOND
 CJ0746  VERT ORDER  -  THIRD
 CJ0746
 CJ0746.The horizontal coordinates were established by classical geodetic methods
 CJ0746.and adjusted by the National Geodetic Survey in March 2004..
 CJ0746
 CJ0746.The orthometric height was determined by differential leveling.
 CJ0746.The vertical network tie was performed by a horz. field party for horz.
 CJ0746.obs reductions. Reset procedures were used to establish the elevation.
 CJ0746
 CJ0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0746
 CJ0746.The geoid height was determined by GEOID03.
 CJ0746
 CJ0746;                    North         East     Units Scale Factor Converg.
 CJ0746;SPC SC       -   117,605.333   727,095.967   MT  0.99988607   +0 41 46.5
 CJ0746;SPC SC       -   385,844.27  2,385,485.46   iFT  0.99988607   +0 41 46.5
 CJ0746;UTM  17      - 3,639,498.273   617,469.132   MT  0.99977014   +0 40 55.2
 CJ0746
 CJ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0746!SPC SC       -   1.00000423  x   0.99988607  =   0.99989030
 CJ0746!UTM  17      -   1.00000423  x   0.99977014  =   0.99977437
 CJ0746
 CJ0746:                Primary Azimuth Mark                     Grid Az
 CJ0746:SPC SC       -  010 007                                  043 53 13.4
 CJ0746:UTM  17      -  010 007                                  043 54 04.7
 CJ0746
 CJ0746|---------------------------------------------------------------------|
 CJ0746| PID    Reference Object                     Distance      Geod. Az  |
 CJ0746|                                                           dddmmss.s |
 CJ0746| CJ0745 010 007                             APPROX. 0.9 KM 0443459.9 |
 CJ0746| CJ0262 C 124 RESET                          27.723 METERS 11636     |
 CJ0746|---------------------------------------------------------------------|
 CJ0746
 CJ0746                          SUPERSEDED SURVEY CONTROL
 CJ0746
 CJ0746  NAD 83(1986)-  32 53 14.48862(N)    079 44 38.93879(W) AD(       ) 2
 CJ0746  NAD 27      -  32 53 13.86236(N)    079 44 39.65211(W) AD(       ) 2
 CJ0746  NGVD 29 (07/19/86)    6.9    (m)           23.     (f) VERT ANG       
 CJ0746
 CJ0746.Superseded values are not recommended for survey control.
 CJ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0746.See file dsdata.txt to determine how the superseded data were derived.
 CJ0746
 CJ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1746939498(NAD 83)
 CJ0746_MARKER: DD = SURVEY DISK
 CJ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0746_SP_SET: CONCRETE POST
 CJ0746_STAMPING: 010 007 1982 AZ MK
 CJ0746_MARK LOGO: SCGS  
 CJ0746_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0746+STABILITY: SURFACE MOTION
 CJ0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0746+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1993
 CJ0746
 CJ0746  HISTORY     - Date     Condition        Report By
 CJ0746  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0746  HISTORY     - 19930920 GOOD             SCGS
 CJ0746  HISTORY     - 19931110 GOOD             SCGS
 CJ0746
 CJ0746                          STATION DESCRIPTION
 CJ0746
 CJ0746'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ0746'STATION IS LOCATED 10.1 MILES (16.3 KM) NORTHEAST OF MOUNT PLEASANT,
 CJ0746'13.1 MILES (21.1 KM) SOUTHWEST OF AWENDAW. OWNERSHIP--SCDOT, DIRECTOR
 CJ0746'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0746'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CJ0746'17, 701 AND STATE HIGHWAY 41, 6.0 MILES (9.7 KM) NORTHEAST OF MOUNT
 CJ0746'PLEASANT, GO EAST NORTHEAST ON HIGHWAYS 17 AND 701 FOR 3.9 MILES
 CJ0746'(6.3 KM) TO THE STATION ON THE LEFT IN THE MEDIAN OF THE HIGHWAY AT A
 CJ0746'CROSSOVER ROAD, 0.8 MILE (1.3 KM) SOUTHWEST OF THE JUNCTION OF STATE
 CJ0746'ROAD 1453. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 13.4
 CJ0746'METERS (44.0 FT) SOUTHEAST OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 CJ0746'20.0 METERS (65.6 FT) NORTHWEST OF THE NORTHBOUND LANES OF THE
 CJ0746'HIGHWAY, 8.5 METERS (27.9 FT) SOUTHWEST OF THE INTERSECTION OF BEE
 CJ0746'HIVE ROAD, 1.8 METERS (5.9 FT) NORTH OF A WITNESS POST.
 CJ0746
 CJ0746                          STATION RECOVERY (1993)
 CJ0746
 CJ0746'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 CJ0746'STATION IS LOCATED 10.2 MILES (16.4 KM) NORTHEAST OF MOUNT PLEASANT,
 CJ0746'0.7 MILE (1.1 KM) EAST NORTHEAST OF WHITEHALL TERRACE.
 CJ0746'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CJ0746'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CJ0746'JUNCTION OF U.S.  HIGHWAYS 17, 701 AND STATE HIGHWAY 41, 6.25 MILES
 CJ0746'(10.06 KM) NORTHEAST OF MOUNT PLEASANT, GO NORTHEAST ON HIGHWAYS 17
 CJ0746'AND 701 FOR 3.9 MILES (6.3 KM) TO THE STATION ON THE LEFT NEAR A METAL
 CJ0746'SIGN POST (DO NOT ENTER) IN THE MEDIAN OF THE HIGHWAY AT A CROSSOVER
 CJ0746'ROAD, 0.8 MILE (1.3 KM) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY
 CJ0746'1453.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5
 CJ0746'FOOT (15.2 CM) BELOW THE NORTHBOUND LANES OF THE HIGHWAY, 79.7 FEET
 CJ0746'(24.3 M) WEST NORTHWEST OF A POWER POLE WITH TWO SMALL TRANSFORMERS,
 CJ0746'28.4 FEET (8.7 M) NORTH NORTHWEST OF THE CENTER OF THE NORTHBOUND
 CJ0746'LANES OF THE HIGHWAY, 44.0 FEET (13.4 M) SOUTH SOUTHEAST OF THE CENTER
 CJ0746'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 91.0 FEET (27.7 M) WEST
 CJ0746'NORTHWEST OF BENCH MARK C 124 RESET, 63.0 FEET (19.2 M) WEST SOUTHWEST
 CJ0746'OF THE CENTER OF THE CROSSOVER ROAD, 6.8 FEET (2.1 M) NORTH OF THE
 CJ0746'METAL SIGN POST, 6.8 FEET (2.1 M) NORTH OF A WITNESS POST.  RECOVERED
 CJ0746'BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0739 ***********************************************************************
 CJ0739  DESIGNATION -  010 008
 CJ0739  PID         -  CJ0739
 CJ0739  STATE/COUNTY-  SC/CHARLESTON
 CJ0739  USGS QUAD   -  SEWEE BAY (1992)
 CJ0739
 CJ0739                         *CURRENT SURVEY CONTROL
 CJ0739  ___________________________________________________________________
 CJ0739* NAD 83(2001)-  32 54 28.58632(N)    079 41 47.96457(W)     ADJUSTED  
 CJ0739* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 CJ0739  ___________________________________________________________________
 CJ0739  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CJ0739  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 CJ0739
 CJ0739  HORZ ORDER  -  SECOND
 CJ0739
 CJ0739.The horizontal coordinates were established by classical geodetic methods
 CJ0739.and adjusted by the National Geodetic Survey in March 2004..
 CJ0739
 CJ0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0739
 CJ0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0739
 CJ0739.The geoid height was determined by GEOID03.
 CJ0739
 CJ0739;                    North         East     Units Scale Factor Converg.
 CJ0739;SPC SC       -   119,942.956   731,510.236   MT  0.99988127   +0 43 21.3
 CJ0739;SPC SC       -   393,513.64  2,399,967.97   iFT  0.99988127   +0 43 21.3
 CJ0739;UTM  17      - 3,641,834.543   621,883.514   MT  0.99978317   +0 42 29.5
 CJ0739
 CJ0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0739!SPC SC       -   1.00000497  x   0.99988127  =   0.99988624
 CJ0739!UTM  17      -   1.00000497  x   0.99978317  =   0.99978814
 CJ0739
 CJ0739|---------------------------------------------------------------------|
 CJ0739| PID    Reference Object                     Distance      Geod. Az  |
 CJ0739|                                                           dddmmss.s |
 CJ0739| CJ1068 010 008 RM 1                         12.764 METERS 10058     |
 CJ0739| CJ0740 010 008 AZ MK                       398.966 METERS 22533     |
 CJ0739|---------------------------------------------------------------------|
 CJ0739
 CJ0739                          SUPERSEDED SURVEY CONTROL
 CJ0739
 CJ0739  NAD 83(1986)-  32 54 28.59908(N)    079 41 47.96639(W) AD(       ) 2
 CJ0739  NAD 27      -  32 54 27.97559(N)    079 41 48.68511(W) AD(       ) 2
 CJ0739  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 CJ0739
 CJ0739.Superseded values are not recommended for survey control.
 CJ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0739.See file dsdata.txt to determine how the superseded data were derived.
 CJ0739
 CJ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2188441835(NAD 83)
 CJ0739_MARKER: DD = SURVEY DISK
 CJ0739_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CJ0739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0739
 CJ0739  HISTORY     - Date     Condition        Report By
 CJ0739  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0739  HISTORY     - 19910604 MARK NOT FOUND   USPSQD
 CJ0739
 CJ0739                          STATION DESCRIPTION
 CJ0739
 CJ0739'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CJ0739'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTHEAST OF MOUNT
 CJ0739'PLEASANT, ABOUT 10.5 KM (6.5 MI) NORTHEAST OF THE JUNCTION OF U.S.
 CJ0739'HIGHWAY 17, 701 AND STATE HIGHWAY 41, ABOUT 2.4 KM (1.5 MI) SOUTHEAST
 CJ0739'OF U.S. HIGHWAY 17 AND 701.  THE STATION IS ON THE RIGHT-OF-WAY OF A
 CJ0739'COUNTY ROAD.  FOR INFORMATION CONTACT--  GEORGE WEATHERS,
 CJ0739'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 CJ0739'(803) 758-3414.
 CJ0739'
 CJ0739'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, 701, AND
 CJ0739'STATE HIGHWAY 41, ABOUT 3.7 KM (6.0 MI) NORTHWEST OF MOUNT PLEASANT,
 CJ0739'GO NORTHEAST ON U.S. HIGHWAY 17 AND 701 FOR 7.6 KM (4.75 MI) TO THE
 CJ0739'GREATER ZION AME CHURCH ON LEFT, CONTINUE AHEAD ON U.S. HIGHWAY 17
 CJ0739'FOR 2.3 KM (1.45 MI) TO TRIANGULATION STATION ON THE RIGHT,  TURN
 CJ0739'RIGHT ON FIELD ROAD, GO NORTHERLY ON DIRT ROAD TOWARD STEEL BINS FOR
 CJ0739'0.2 KM (0.1 MI) TO FORKS, TAKE RIGHT FORK, GO EASTERLY ON FIELD ROAD
 CJ0739'FOR 2.1 KM (1.3 MI) TO POINT WHERE ROAD CURVES LEFT AND AZIMUTH MARK
 CJ0739'ON THE RIGHT CONTINUE ON
 CJ0739'DIRT ROAD, GO NORTHERLY FOR 0.4 KM (0.25 MI) TO THE STATION ON LEFT.
 CJ0739'
 CJ0739'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CJ0739'---010 008 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CJ0739'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  8.0 METERS SW FROM
 CJ0739'APPROXIMATE CENTER OF FIELD ROAD,  3.3 METERS WNW FROM
 CJ0739'APPROXIMATE CENTER OF FIELD ROAD,  1.3 METERS NNE FROM METAL
 CJ0739'WITNESS POST, AND  0.7 METERS NW FROM WEST END OF CEMENT CULVERT.
 CJ0739'THE UNDERGROUND MARK IS A STANDARD SCGS DISK STAMPED---010 008
 CJ0739'1982---SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW
 CJ0739'THE SURFACE.
 CJ0739'
 CJ0739'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0739'DISK STAMPED---010 008 RM 1  1982---SET INTO THE TOP OF A ROUND
 CJ0739'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 CJ0739'5.9 METERS E FROM APPROXIMATE CENTER OF FIELD ROAD AT CURVE,  7.9
 CJ0739'METERS NNE FROM EAST END OF CEMENT CULVERT, 13.6 METERS ESE FROM
 CJ0739'METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 CJ0739'
 CJ0739'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 CJ0739'STAMPED---010 008 1982 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 CJ0739'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  3.7
 CJ0739'METERS SE FROM APPROXIMATE CENTER OF FIELD ROAD,  0.8 METERS NW
 CJ0739'FROM METAL WITNESS POST, 10.5 METERS WNW FROM CLUSTER OF
 CJ0739'LIVE OAK TREES, AND  7.0 METERS SW FROM FENCE POST ENDING FENCE.
 CJ0739'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON FIELD ROAD FOR
 CJ0739'0.4 KM (0.25 MI) TO MARK ON THE LEFT AT THE SHARP CURVE BY DITCH.
 CJ0739
 CJ0739                          STATION RECOVERY (1991)
 CJ0739
 CJ0739'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0740 ***********************************************************************
 CJ0740  DESIGNATION -  010 008 AZ MK
 CJ0740  PID         -  CJ0740
 CJ0740  STATE/COUNTY-  SC/CHARLESTON
 CJ0740  USGS QUAD   -  SEWEE BAY (1992)
 CJ0740
 CJ0740                         *CURRENT SURVEY CONTROL
 CJ0740  ___________________________________________________________________
 CJ0740* NAD 83(2001)-  32 54 19.51746(N)    079 41 58.92481(W)     ADJUSTED  
 CJ0740* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 CJ0740  ___________________________________________________________________
 CJ0740  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CJ0740  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 CJ0740
 CJ0740  HORZ ORDER  -  SECOND
 CJ0740
 CJ0740.The horizontal coordinates were established by classical geodetic methods
 CJ0740.and adjusted by the National Geodetic Survey in March 2004..
 CJ0740
 CJ0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0740
 CJ0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0740
 CJ0740.The geoid height was determined by GEOID03.
 CJ0740
 CJ0740;                    North         East     Units Scale Factor Converg.
 CJ0740;SPC SC       -   119,660.046   731,228.993   MT  0.99988185   +0 43 15.2
 CJ0740;SPC SC       -   392,585.45  2,399,045.25   iFT  0.99988185   +0 43 15.2
 CJ0740;UTM  17      - 3,641,551.731   621,602.227   MT  0.99978233   +0 42 23.3
 CJ0740
 CJ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0740!SPC SC       -   1.00000497  x   0.99988185  =   0.99988682
 CJ0740!UTM  17      -   1.00000497  x   0.99978233  =   0.99978730
 CJ0740
 CJ0740                          SUPERSEDED SURVEY CONTROL
 CJ0740
 CJ0740  NAD 83(1986)-  32 54 19.53020(N)    079 41 58.92659(W) AD(       ) 2
 CJ0740  NAD 27      -  32 54 18.90641(N)    079 41 59.64494(W) AD(       ) 2
 CJ0740  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 CJ0740
 CJ0740.Superseded values are not recommended for survey control.
 CJ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0740.See file dsdata.txt to determine how the superseded data were derived.
 CJ0740
 CJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2160241552(NAD 83)
 CJ0740_MARKER: DD = SURVEY DISK
 CJ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0740_SP_SET: CONCRETE POST
 CJ0740_STAMPING: 010 008 1982 AZ MK
 CJ0740_MARK LOGO: SCGS  
 CJ0740_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0740+STABILITY: SURFACE MOTION
 CJ0740
 CJ0740  HISTORY     - Date     Condition        Report By
 CJ0740  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0740  HISTORY     - 19930920 GOOD             SCGS
 CJ0740
 CJ0740                          STATION DESCRIPTION
 CJ0740
 CJ0740'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ0740'STATION IS LOCATED 12.7 MILES (20.4 KM) NORTHEAST OF MOUNT PLEASANT,
 CJ0740'10.4 MILES (16.7 KM) SOUTH SOUTHWEST OF AWENDAW. OWNERSHIP--UNKNOWN.
 CJ0740'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 701 AND
 CJ0740'STATE HIGHWAY 41, 6.0 MILES (9.7 KM) NORTHEAST OF MOUNT PLEASANT, GO
 CJ0740'EAST NORTHEAST ON HIGHWAYS 17 AND 701 FOR 4.75 MILES (7.64 KM) TO THE
 CJ0740'GREATER ZION CHURCH ON THE LEFT, CONTINUE ON HIGHWAYS 17 AND 701 FOR
 CJ0740'1.45 MILES (2.33 KM) TO A FIELD ROAD RIGHT, TURN RIGHT ON THE FIELD
 CJ0740'ROAD TOWARD STEEL BINS FOR 0.1 MILE (0.2 KM) TO A FORK, BEAR RIGHT ON
 CJ0740'FIELD ROAD FOR 1.3 MILES (2.1 KM) TO A POINT WHERE ROAD CURVES LEFT
 CJ0740'AND THE STATION NEAR A END FENCE POST. STATION IS A CONCRETE POST
 CJ0740'FLUSH WITH THE GROUND, 3.7 METERS (12.1 FT) SOUTHEAST OF THE CENTER
 CJ0740'OF THE ROAD, 0.8 METER (2.6 FT) NORTHWEST OF A WITNESS POST, 10.5
 CJ0740'METERS (34.4 FT) WEST NORTHWEST OF THE CLUSTER OF LIVE OAK TREES, 7.0
 CJ0740'METERS (23.0 FT) SOUTHWEST OF THE END FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0742 ***********************************************************************
 CJ0742  DESIGNATION -  010 009
 CJ0742  PID         -  CJ0742
 CJ0742  STATE/COUNTY-  SC/CHARLESTON
 CJ0742  USGS QUAD   -  SEWEE BAY (1992)
 CJ0742
 CJ0742                         *CURRENT SURVEY CONTROL
 CJ0742  ___________________________________________________________________
 CJ0742* NAD 83(2001)-  32 55 34.11882(N)    079 42 50.67754(W)     ADJUSTED  
 CJ0742* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 CJ0742  ___________________________________________________________________
 CJ0742  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CJ0742  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 CJ0742
 CJ0742  HORZ ORDER  -  SECOND
 CJ0742
 CJ0742.The horizontal coordinates were established by classical geodetic methods
 CJ0742.and adjusted by the National Geodetic Survey in March 2004..
 CJ0742
 CJ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0742
 CJ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0742
 CJ0742.The geoid height was determined by GEOID03.
 CJ0742
 CJ0742;                    North         East     Units Scale Factor Converg.
 CJ0742;SPC SC       -   121,940.963   729,855.773   MT  0.99987714   +0 42 46.5
 CJ0742;SPC SC       -   400,068.78  2,394,539.94   iFT  0.99987714   +0 42 46.5
 CJ0742;UTM  17      - 3,643,832.761   620,229.706   MT  0.99977823   +0 41 56.6
 CJ0742
 CJ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0742!SPC SC       -   1.00000451  x   0.99987714  =   0.99988165
 CJ0742!UTM  17      -   1.00000451  x   0.99977823  =   0.99978274
 CJ0742
 CJ0742|---------------------------------------------------------------------|
 CJ0742| PID    Reference Object                     Distance      Geod. Az  |
 CJ0742|                                                           dddmmss.s |
 CJ0742| CJ1069 010 009 RM 1                          6.440 METERS 10740     |
 CJ0742| CJ0741 010 009 RM 2                        264.179 METERS 11406     |
 CJ0742|---------------------------------------------------------------------|
 CJ0742
 CJ0742                          SUPERSEDED SURVEY CONTROL
 CJ0742
 CJ0742  NAD 83(1986)-  32 55 34.13140(N)    079 42 50.67958(W) AD(       ) 2
 CJ0742  NAD 27      -  32 55 33.50931(N)    079 42 51.39697(W) AD(       ) 2
 CJ0742  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 CJ0742
 CJ0742.Superseded values are not recommended for survey control.
 CJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0742.See file dsdata.txt to determine how the superseded data were derived.
 CJ0742
 CJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2023043833(NAD 83)
 CJ0742_MARKER: DD = SURVEY DISK
 CJ0742_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CJ0742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0742
 CJ0742  HISTORY     - Date     Condition        Report By
 CJ0742  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0742  HISTORY     - 19910604 MARK NOT FOUND   USPSQD
 CJ0742  HISTORY     - 19970620 MARK NOT FOUND   USPSQD
 CJ0742
 CJ0742                          STATION DESCRIPTION
 CJ0742
 CJ0742'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CJ0742'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTHEAST OF MOUNT
 CJ0742'PLEASANT, ABOUT 9.7 KM (6.0 MI) NORTHEAST OF THE JUNCTION OF U.S.
 CJ0742'HIGHWAY 17, 701, AND STATE HIGHWAY 41, IS ON THE RIGHT-OF-WAY OF U.S.
 CJ0742'HIGHWAY 17 AND 701.  FOR INFORMATION CONTACT--  GEORGE WEATHERS,
 CJ0742'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 CJ0742'(803) 758-3414.
 CJ0742'
 CJ0742'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 701, AND
 CJ0742'STATE HIGHWAY 41, ABOUT 9.7 KM (6.0 MI) NORTHEAST OF MOUNT PLEASANT,
 CJ0742'GO NORTHEAST ON U.S. HIGHWAY 17 AND 701 FOR 7.6 KM (4.75 MI) TO THE
 CJ0742'GREATER ZION AME CHURCH ON LEFT, CONTINUE AHEAD ON U.S. HIGHWAY 17
 CJ0742'FOR 2.3 KM (1.45 MI) TO TRIANGULATION STATION SEE WEE 3 ON RIGHT.
 CJ0742'CONTINUE AHEAD ON U.S. HIGHWAY 17 FOR 1.6 KM (1.0 MI) CROSSROADS
 CJ0742'HIGHWAY S-10-584 AND THE STATION ON RIGHT.
 CJ0742'
 CJ0742'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CJ0742'---010 009 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 CJ0742'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.1 METERS E FROM
 CJ0742'FROM CENTER OF NORTH BOUND LANE OF U.S. 701-17, 30.0 METERS N FROM
 CJ0742'FROM CENTER OF S-8-584,  7.6 METERS ESE FROM TELEPHONE JUCNTION
 CJ0742'BOX,  1.2 METERS SE FROM METAL WITNESS POST, AND  2.7 METERS SE
 CJ0742'FROM POWER POLE.
 CJ0742'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0742'DISK STAMPED---010 009 1982---SET INTO AN IRREGULAR MASS OF
 CJ0742'CONCRETE 1.2 METERS BELOW THE SURFACE.
 CJ0742'
 CJ0742'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CJ0742'DISK STAMPED---010 009 1982 RM 1---SET INTO THE TOP OF A ROUND
 CJ0742'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE
 CJ0742'GROUND LOCATED  9.4 METERS N FROM CENTER OF S-8-584,  7.5 METERS
 CJ0742'E FROM METAL WITNESS POST,  8.9 METERS ESE FROM TELEPHONE
 CJ0742'JUNCTION BOX, 13.9 METERS ESE FROM POWER POLE, AND IS LEVEL WITH
 CJ0742'THE STATION.
 CJ0742'
 CJ0742'AZIMUTH MARK IS A STANDARD SCGS DISK STAMPED---010 009 1982
 CJ0742'RM 2---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 CJ0742'DIAMETER FLUSH WITH THE GROUND LOCATED 10.2 METERS S FROM CENTER
 CJ0742'OF S-8-584,  0.7 METERS NW FROM METAL WITNESS POST, AND  8.3
 CJ0742'METERS E FROM POWER LINE POLE.
 CJ0742'TO REACH THE AZIMUTH MARK FROM
 CJ0742'STATION, GO EAST ON S-8-584 FOR 0.24 KM (15 MI) TO MARK ON RIGHT.
 CJ0742
 CJ0742                          STATION RECOVERY (1991)
 CJ0742
 CJ0742'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0742'MARK NOT FOUND.
 CJ0742
 CJ0742                          STATION RECOVERY (1997)
 CJ0742
 CJ0742'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0741 ***********************************************************************
 CJ0741  DESIGNATION -  010 009 RM 2
 CJ0741  PID         -  CJ0741
 CJ0741  STATE/COUNTY-  SC/CHARLESTON
 CJ0741  USGS QUAD   -  SEWEE BAY (1992)
 CJ0741
 CJ0741                         *CURRENT SURVEY CONTROL
 CJ0741  ___________________________________________________________________
 CJ0741* NAD 83(2001)-  32 55 30.61791(N)    079 42 41.39531(W)     ADJUSTED  
 CJ0741* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 CJ0741  ___________________________________________________________________
 CJ0741  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CJ0741  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 CJ0741
 CJ0741  HORZ ORDER  -  SECOND
 CJ0741
 CJ0741.The horizontal coordinates were established by classical geodetic methods
 CJ0741.and adjusted by the National Geodetic Survey in March 2004..
 CJ0741
 CJ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0741
 CJ0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0741
 CJ0741.The geoid height was determined by GEOID03.
 CJ0741
 CJ0741;                    North         East     Units Scale Factor Converg.
 CJ0741;SPC SC       -   121,836.138   730,098.229   MT  0.99987736   +0 42 51.6
 CJ0741;SPC SC       -   399,724.86  2,395,335.40   iFT  0.99987736   +0 42 51.6
 CJ0741;UTM  17      - 3,643,727.887   620,472.113   MT  0.99977895   +0 42 01.6
 CJ0741
 CJ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0741!SPC SC       -   1.00000456  x   0.99987736  =   0.99988192
 CJ0741!UTM  17      -   1.00000456  x   0.99977895  =   0.99978351
 CJ0741
 CJ0741                          SUPERSEDED SURVEY CONTROL
 CJ0741
 CJ0741  NAD 83(1986)-  32 55 30.63051(N)    079 42 41.39734(W) AD(       ) 2
 CJ0741  NAD 27      -  32 55 30.00838(N)    079 42 42.11497(W) AD(       ) 2
 CJ0741  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 CJ0741
 CJ0741.Superseded values are not recommended for survey control.
 CJ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0741.See file dsdata.txt to determine how the superseded data were derived.
 CJ0741
 CJ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2047243728(NAD 83)
 CJ0741_MARKER: DD = SURVEY DISK
 CJ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0741_SP_SET: CONCRETE POST
 CJ0741_STAMPING: 010 009 1982 RM 2
 CJ0741_MARK LOGO: SCGS  
 CJ0741_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0741+STABILITY: SURFACE MOTION
 CJ0741
 CJ0741  HISTORY     - Date     Condition        Report By
 CJ0741  HISTORY     - 1982     MONUMENTED       SCGS
 CJ0741  HISTORY     - 19930920 GOOD             SCGS
 CJ0741
 CJ0741                          STATION DESCRIPTION
 CJ0741
 CJ0741'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CJ0741'STATION IS LOCATED 13.3 MILES (21.4 KM) NORTHEAST OF MOUNT PLEASANT,
 CJ0741'9.4 MILES (15.1 KM) SOUTH SOUTHWEST OF AWENDAW. OWNERSHIP--SCDOT,
 CJ0741'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0741'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CJ0741'17, 701 AND STATE HIGHWAY 41, 6.0 MILES (9.7 KM) NORTHEAST OF MOUNT
 CJ0741'PLEASANT, GO EAST NORTHEAST ON HIGHWAYS 17 AND 701 FOR 7.2 MILES
 CJ0741'(11.6 KM) TO THE JUNCTION OF STATE ROAD 584, TURN RIGHT ON ROAD 584
 CJ0741'FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 CJ0741'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 10.2 METERS
 CJ0741'(33.5 FT) SOUTH OF THE CENTER OF THE ROAD, 0.7 METER (2.3 FT)
 CJ0741'NORTHWEST OF A WITNESS POST, 8.3 METERS (27.2 FT) EAST OF THE POWER
 CJ0741'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3147 ***********************************************************************
 CK3147  DESIGNATION -  010 010
 CK3147  PID         -  CK3147
 CK3147  STATE/COUNTY-  SC/CHARLESTON
 CK3147  USGS QUAD   -  LADSON (1979)
 CK3147
 CK3147                         *CURRENT SURVEY CONTROL
 CK3147  ___________________________________________________________________
 CK3147* NAD 83(2001)-  32 58 22.40129(N)    080 02 43.12511(W)     ADJUSTED  
 CK3147* NAVD 88     -         6.634  (meters)      21.77   (feet)  ADJUSTED  
 CK3147  ___________________________________________________________________
 CK3147  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CK3147  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 CK3147  DYNAMIC HT  -           6.627 (meters)      21.74  (feet)  COMP
 CK3147  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 CK3147
 CK3147  HORZ ORDER  -  SECOND
 CK3147  VERT ORDER  -  FIRST     CLASS II
 CK3147
 CK3147.The horizontal coordinates were established by classical geodetic methods
 CK3147.and adjusted by the National Geodetic Survey in March 2004..
 CK3147
 CK3147.The orthometric height was determined by differential leveling
 CK3147.and adjusted by the National Geodetic Survey in June 1991..
 CK3147
 CK3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3147
 CK3147.The geoid height was determined by GEOID03.
 CK3147
 CK3147.The dynamic height is computed by dividing the NAVD 88
 CK3147.geopotential number by the normal gravity value computed on the
 CK3147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3147.degrees latitude (g = 980.6199 gals.).
 CK3147
 CK3147.The modeled gravity was interpolated from observed gravity values.
 CK3147
 CK3147;                    North         East     Units Scale Factor Converg.
 CK3147;SPC SC       -   126,788.491   698,832.748   MT  0.99986698   +0 31 45.4
 CK3147;SPC SC       -   415,972.74  2,292,758.36   iFT  0.99986698   +0 31 45.4
 CK3147;UTM  17      - 3,648,685.977   589,211.887   MT  0.99969813   +0 31 10.6
 CK3147
 CK3147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3147!SPC SC       -   1.00000410  x   0.99986698  =   0.99987108
 CK3147!UTM  17      -   1.00000410  x   0.99969813  =   0.99970223
 CK3147
 CK3147:                Primary Azimuth Mark                     Grid Az
 CK3147:SPC SC       -  010 010 AZ MK                            172 46 12.2
 CK3147:UTM  17      -  010 010 AZ MK                            172 46 47.0
 CK3147
 CK3147|---------------------------------------------------------------------|
 CK3147| PID    Reference Object                     Distance      Geod. Az  |
 CK3147|                                                           dddmmss.s |
 CK3147| CK3149 010 010 AZ MK                       APPROX. 0.8 KM 1731757.6 |
 CK3147| CK3148 010 010 RM 1                         10.819 METERS 22045     |
 CK3147|---------------------------------------------------------------------|
 CK3147
 CK3147                          SUPERSEDED SURVEY CONTROL
 CK3147
 CK3147  NAD 83(1986)-  32 58 22.41221(N)    080 02 43.12814(W) AD(       ) 2
 CK3147  NAD 27      -  32 58 21.78761(N)    080 02 43.81985(W) AD(       ) 2
 CK3147  NGVD 29 (03/21/89)    6.930  (m)           22.74   (f) ADJUSTED    1 2
 CK3147
 CK3147.Superseded values are not recommended for survey control.
 CK3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3147.See file dsdata.txt to determine how the superseded data were derived.
 CK3147
 CK3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8921248686(NAD 83)
 CK3147_MARKER: DD = SURVEY DISK
 CK3147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3147_SP_SET: CONCRETE POST
 CK3147_STAMPING: HORZ 010 010 1982
 CK3147_MARK LOGO: SCGS  
 CK3147_PROJECTION: FLUSH
 CK3147_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK3147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3147+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 CK3147
 CK3147  HISTORY     - Date     Condition        Report By
 CK3147  HISTORY     - 1982     MONUMENTED       SCGS
 CK3147  HISTORY     - 1985     GOOD             SCGS
 CK3147  HISTORY     - 1985     GOOD             SCGS
 CK3147  HISTORY     - 19910506 GOOD             SCGS
 CK3147  HISTORY     - 19910601 GOOD             USPSQD
 CK3147
 CK3147                          STATION DESCRIPTION
 CK3147
 CK3147'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 CK3147'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF GOOSE CREEK,
 CK3147'ABOUT 11.3 KM (7.0 MI) NORTH OF NORTH CHARLESTON, AT THE JUNCTION OF
 CK3147'U.S. HIGHWAY 78 AND ROAD 29.  ON THE HIGHWAY RIGHT-OF-WAY.  FOR
 CK3147'INFORMATION CONTACT--  MR. GEORGE WEATHERS, BOX 191, COLUMBIA, S.C.
 CK3147'29202, PHONE (803) 758-3414.
 CK3147'
 CK3147'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 176 AND 52 IN
 CK3147'GOOSE CREEK, GO SOUTH ON U.S. HIGHWAY 52 FOR 2.3 KM (1.45 MI) TO
 CK3147'CROSSROADS AND THE STATION ON LEFT IN MEDIAN OF HIGHWAY JUST SOUTH OF
 CK3147'CROSSROAD.
 CK3147'
 CK3147'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 CK3147'---010 010 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CK3147'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.8 METERS W FROM THE
 CK3147'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 52, 18.6 METERS E FROM THE
 CK3147'CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 52,  3.0 METERS WNW FROM A
 CK3147'POWER LINE POLE,  1.1 METERS N FROM A METAL WITNESS POST, AND 20.7
 CK3147'METERS NE FROM A POWER LINE POLE.
 CK3147'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CK3147'DISK STAMPED---010 010 1982---SET INTO AN IRREGULAR MASS OF
 CK3147'CONCRETE 1.4 METERS BELOW THE SURFACE.
 CK3147'
 CK3147'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 CK3147'DISK STAMPED---RM 1 010 010 1982---SET INTO THE TOP OF A ROUND
 CK3147'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 CK3147'13.1 METERS E FROM THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 52,
 CK3147'17.4 METERS W FROM THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 52,
 CK3147'9.4 METERS SSW FROM THE POWER LINE POLE, 10.1 METERS NNE FROM THE
 CK3147'POWER LINE POLE, AND IS LEVEL WITH THE STATION.
 CK3147'
 CK3147'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 CK3147'STAMPED---AZ MK 010 010 1982---SET INTO THE TOP OF A ROUND CONCRETE
 CK3147'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.1 METERS
 CK3147'N FROM METAL WITNESS POST, 10.8 METERS W FROM CENTER OF THE NORTH
 CK3147'BOUND LANE OF HIGHWAY 52, 13.3 METERS E FROM CENTER OF THE SOUTH
 CK3147'BOUND LANE OF HIGHWAY 52, AND  0.9 METERS NW FROM EAST LEG OF HIGHWAY
 CK3147'SIGN.
 CK3147'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON HIGHWAY
 CK3147'52 FOR 0.8 KM (0.5 MI) TO THE MARK ON THE LEFT.
 CK3147
 CK3147                          STATION RECOVERY (1985)
 CK3147
 CK3147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3147'2.9 KM (1.8 MI) SOUTH FROM GOOSE CREEK.
 CK3147'THE MARK IS ABOVE LEVEL WITH HIGHWAY 52.
 CK3147'1.85 KILOMETERS (1.15 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 CK3147'BANK ROAD) FROM THE POST OFFICE IN GOOSE CREEK, THENCE 2.65 KILOMETERS
 CK3147'(1.65 MILES) SOUTHERLY ALONG U.S. HIGHWAY 52, SET IN THE VEE ON THE
 CK3147'SOUTH SIDE OF THE CROSSOVER AT THE INTERSECTION OF U.S. HIGHWAY 78
 CK3147'WEST, 10.8 METERS (35.5 FEET) WEST OF THE APPROXIMATE CENTER OF THE
 CK3147'NORTH BOUND LANE OF HIGHWAY 52, 22.6 METERS (74.0 FEET) SOUTH OF THE
 CK3147'APPROXIMATE CENTER OF THE CROSSOVER ROAD, 17.4 METERS (57.5 FEET) EAST
 CK3147'OF THE CENTERLINE OF THE SOUTH BOUND LANE OF HIGHWAY 52, 3.2 METERS
 CK3147'(10.9 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A TRAFFIC
 CK3147'LIGHT CONTROL BOX.
 CK3147'THE MARK IS 1.30 METERS  NNE FROM A WITNESS POST.
 CK3147
 CK3147                          STATION RECOVERY (1985)
 CK3147
 CK3147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3147'RECOVERED IN GOOD CONDITION.
 CK3147
 CK3147                          STATION RECOVERY (1991)
 CK3147
 CK3147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3147'STATION IS LOCATED 1.65 MILES (2.66 KM) SOUTHWEST OF GOOSE CREEK.
 CK3147'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK3147'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3147'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 (RIVERS
 CK3147'AVENUE), 176 AND STATE ROAD 37 (RED BANK ROAD) IN GOOSE CREEK, GO
 CK3147'SOUTH SOUTHWEST ON HIGHWAY 52 FOR 1.65 MILES (2.66 KM) TO THE
 CK3147'JUNCTION OF STATE ROAD 1184 AND THE STATION NEAR A TRAFFIC LIGHT
 CK3147'CONTROL BOX IN THE MEDIAN SOUTH OF THE JUNCTION.
 CK3147'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3147'HIGHWAY, 11.5 WEST OF THE WEST EDGE OF THE NORTHBOUND LANES OF THE
 CK3147'HIGHWAY, 56.4 FEET (17.2 M) EAST OF THE CENTER OF THE SOUTHBOUND
 CK3147'LANES OF THE HIGHWAY, 25.3 FEET (7.7 M) SOUTH OF THE SOUTH END OF A
 CK3147'16-INCH CONCRETE PIPE CULVERT BENEATH THE ROAD, 11.7 FEET (3.6 M)
 CK3147'EAST OF THE NORTH CORNER OF THE CONCRETE BASE OF THE CONTROL BOX, 68.3
 CK3147'FEET (20.8 M) NORTHEAST OF A POWER POLE NUMBER 54620 WITH GUY WIRE
 CK3147'AND STREET LIGHT, 35.3 FEET (10.8 M) NORTHEAST OF SURVEY STATION 010
 CK3147'010 RM 1, 6.3 FEET (1.9 M) NORTH NORTHWEST OF A WITNESS POST.
 CK3147'STATION IS INTERVISIBLE WITH STATION 010 010 AZ MK.
 CK3147'RECOVERED BY J.R. WERNER.
 CK3147
 CK3147                          STATION RECOVERY (1991)
 CK3147
 CK3147'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3149 ***********************************************************************
 CK3149  DESIGNATION -  010 010 AZ MK
 CK3149  PID         -  CK3149
 CK3149  STATE/COUNTY-  SC/CHARLESTON
 CK3149  USGS QUAD   -  LADSON (1979)
 CK3149
 CK3149                         *CURRENT SURVEY CONTROL
 CK3149  ___________________________________________________________________
 CK3149* NAD 83(2001)-  32 57 57.17967(N)    080 02 39.60999(W)     ADJUSTED  
 CK3149* NAVD 88     -         6.513  (meters)      21.37   (feet)  ADJUSTED  
 CK3149  ___________________________________________________________________
 CK3149  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 CK3149  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK3149  DYNAMIC HT  -           6.506 (meters)      21.35  (feet)  COMP
 CK3149  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 CK3149
 CK3149  HORZ ORDER  -  SECOND
 CK3149  VERT ORDER  -  FIRST     CLASS II
 CK3149
 CK3149.The horizontal coordinates were established by classical geodetic methods
 CK3149.and adjusted by the National Geodetic Survey in March 2004..
 CK3149
 CK3149.The orthometric height was determined by differential leveling
 CK3149.and adjusted by the National Geodetic Survey in June 1991..
 CK3149
 CK3149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3149
 CK3149.The geoid height was determined by GEOID03.
 CK3149
 CK3149.The dynamic height is computed by dividing the NAVD 88
 CK3149.geopotential number by the normal gravity value computed on the
 CK3149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3149.degrees latitude (g = 980.6199 gals.).
 CK3149
 CK3149.The modeled gravity was interpolated from observed gravity values.
 CK3149
 CK3149;                    North         East     Units Scale Factor Converg.
 CK3149;SPC SC       -   126,012.477   698,931.194   MT  0.99986846   +0 31 47.3
 CK3149;SPC SC       -   413,426.76  2,293,081.35   iFT  0.99986846   +0 31 47.3
 CK3149;UTM  17      - 3,647,910.078   589,310.184   MT  0.99969835   +0 31 12.2
 CK3149
 CK3149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3149!SPC SC       -   1.00000412  x   0.99986846  =   0.99987258
 CK3149!UTM  17      -   1.00000412  x   0.99969835  =   0.99970247
 CK3149
 CK3149                          SUPERSEDED SURVEY CONTROL
 CK3149
 CK3149  NAD 83(1986)-  32 57 57.19059(N)    080 02 39.61304(W) AD(       ) 2
 CK3149  NAD 27      -  32 57 56.56535(N)    080 02 40.30471(W) AD(       ) 2
 CK3149  NGVD 29 (03/21/89)    6.810  (m)           22.34   (f) ADJUSTED    1 2
 CK3149
 CK3149.Superseded values are not recommended for survey control.
 CK3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3149.See file dsdata.txt to determine how the superseded data were derived.
 CK3149
 CK3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8931047910(NAD 83)
 CK3149_MARKER: DD = SURVEY DISK
 CK3149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3149_SP_SET: CONCRETE POST
 CK3149_STAMPING: AZ MK 010 010 1982
 CK3149_MARK LOGO: SCGS  
 CK3149_PROJECTION: FLUSH
 CK3149_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK3149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3149+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 CK3149
 CK3149  HISTORY     - Date     Condition        Report By
 CK3149  HISTORY     - 1982     MONUMENTED       SCGS
 CK3149  HISTORY     - 1983     GOOD             SCGS
 CK3149  HISTORY     - 19910506 GOOD             SCGS
 CK3149  HISTORY     - 19910601 GOOD             USPSQD
 CK3149
 CK3149                          STATION DESCRIPTION
 CK3149
 CK3149'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3149'3.7 KM (2.3 MI) SOUTH FROM GOOSE CREEK.
 CK3149'THE MARK IS 0.30 M BELOW HIGHWAY 52.
 CK3149'1.85 KILOMETERS (1.15 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 CK3149'BANK ROAD) FROM THE POST OFFICE IN GOOSE CREEK, THENCE 3.45 KILOMETERS
 CK3149'(2.15 MILES) SOUTHERLY ALONG U.S. HIGHWAY 52, SET IN A GRASSY MEDIAN
 CK3149'JUST BEFORE AN INTERSECTION (STOP LIGHT), 54.9 METERS (180.0 FEET)
 CK3149'NORTH OF THE NORTH END OF A CONCRETE MEDIAN, 10.5 METERS (34.6 FEET)
 CK3149'WEST OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 52,
 CK3149'13.5 METERS (44.5 FEET) EAST OF THE APPROXIMATE CENTER OF THE SOUTH
 CK3149'BOUND LANE OF HIGHWAY 52.
 CK3149'THE MARK IS 0.80 METERS  N FROM A WITNESS POST.
 CK3149
 CK3149                          STATION RECOVERY (1991)
 CK3149
 CK3149'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3149'STATION IS LOCATED 2.1 MILES (3.4 KM) SOUTHWEST OF GOOSE CREEK.
 CK3149'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK3149'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 (RIVERS
 CK3149'AVENUE), 176 AND STATE ROAD 37 (RED BANK ROAD) IN GOOSE CREEK, GO
 CK3149'SOUTH SOUTHWEST ON HIGHWAY 52 FOR 2.15 MILES (3.46 KM) TO THE STATION
 CK3149'ON THE LEFT NEAR A 2-LEGGED HIGHWAY SIGN IN THE MEDIAN, 0.05 MILE
 CK3149'(0.08 KM) NORTH OF THE JUNCTION OF OTRANTO ROAD.
 CK3149'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE HIGHWAY,
 CK3149'8.8 FEET (2.7 M) WEST OF THE WEST EDGE OF THE NORTHBOUND LANES OF THE
 CK3149'HIGHWAY, 12.6 FEET (3.8 M) EAST OF THE EAST EDGE OF THE SOUTHBOUND
 CK3149'LANES OF THE HIGHWAY, 3.4 FEET (1.0 M) NORTHWEST OF THE EAST LEG OF
 CK3149'THE SIGN, 3.7 FEET (1.1 M) NORTHEAST OF THE WEST LEG OF THE SIGN, 3.7
 CK3149'FEET (1.1 M) NORTHEAST OF A WITNESS POST.
 CK3149'STATION IS INTERVISIBLE WITH STATION 010 010.
 CK3149'RECOVERED BY J.R. WERNER.
 CK3149
 CK3149                          STATION RECOVERY (1991)
 CK3149
 CK3149'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3148 ***********************************************************************
 CK3148  DESIGNATION -  010 010 RM 1
 CK3148  PID         -  CK3148
 CK3148  STATE/COUNTY-  SC/CHARLESTON
 CK3148  USGS QUAD   -  LADSON (1979)
 CK3148
 CK3148                         *CURRENT SURVEY CONTROL
 CK3148  ___________________________________________________________________
 CK3148* NAD 83(1986)-  32 58 23.     (N)    080 02 43.     (W)     SCALED    
 CK3148* NAVD 88     -         6.580  (meters)      21.59   (feet)  ADJUSTED  
 CK3148  ___________________________________________________________________
 CK3148  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 CK3148  DYNAMIC HT  -           6.573 (meters)      21.56  (feet)  COMP
 CK3148  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 CK3148
 CK3148  VERT ORDER  -  FIRST     CLASS II
 CK3148
 CK3148.The horizontal coordinates were scaled from a topographic map and have
 CK3148.an estimated accuracy of +/- 6 seconds.
 CK3148
 CK3148.The orthometric height was determined by differential leveling
 CK3148.and adjusted by the National Geodetic Survey in June 1991..
 CK3148
 CK3148.The geoid height was determined by GEOID03.
 CK3148
 CK3148.The dynamic height is computed by dividing the NAVD 88
 CK3148.geopotential number by the normal gravity value computed on the
 CK3148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3148.degrees latitude (g = 980.6199 gals.).
 CK3148
 CK3148.The modeled gravity was interpolated from observed gravity values.
 CK3148
 CK3148;                    North         East    Units  Estimated Accuracy
 CK3148;SPC SC       -   126,810.      698,840.      MT  (+/- 180 meters Scaled)
 CK3148
 CK3148                          SUPERSEDED SURVEY CONTROL
 CK3148
 CK3148  NGVD 29 (03/21/89)    6.876  (m)           22.56   (f) ADJUSTED    1 2
 CK3148
 CK3148.Superseded values are not recommended for survey control.
 CK3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3148.See file dsdata.txt to determine how the superseded data were derived.
 CK3148
 CK3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS892487(NAD 83)
 CK3148_MARKER: DD = SURVEY DISK
 CK3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3148_SP_SET: CONCRETE POST
 CK3148_STAMPING: RM 1 010 010 1982
 CK3148_MARK LOGO: SCGS  
 CK3148_PROJECTION: FLUSH
 CK3148_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK3148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3148+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 CK3148
 CK3148  HISTORY     - Date     Condition        Report By
 CK3148  HISTORY     - 1982     MONUMENTED       SCGS
 CK3148  HISTORY     - 1985     GOOD             SCGS
 CK3148  HISTORY     - 19910506 GOOD             SCGS
 CK3148  HISTORY     - 19910607 GOOD             USPSQD
 CK3148
 CK3148                          STATION DESCRIPTION
 CK3148
 CK3148'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3148'2.9 KM (1.8 MI) SOUTH FROM GOOSE CREEK.
 CK3148'THE MARK IS ABOVE LEVEL WITH HIGHWAY 52.
 CK3148'1.85 KILOMETERS (1.15 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 CK3148'BANK ROAD) FROM THE POST OFFICE IN GOOSE CREEK, THENCE 2.65 KILOMETERS
 CK3148'(1.65 MILES) SOUTHERLY ALONG U.S. HIGHWAY 52, SET IN THE VEE ON THE
 CK3148'SOUTH SIDE OF A CROSSOVER AT THE INTERSECTION OF U.S. HIGHWAY 78 WEST,
 CK3148'12.6 METERS (41.4 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE SOUTH
 CK3148'BOUND LANE OF HIGHWAY 52, 17.8 METERS (58.8 FEET) WEST-NORTHWEST OF
 CK3148'THE APPROXIMATE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 52,
 CK3148'10.1 METERS (33.0 FEET) NORTH-NORTHEAST OF A POWER POLE, 8.4 METERS
 CK3148'(27.5 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A TRAFFIC
 CK3148'LIGHT CONTROL BOX.
 CK3148'THE MARK IS 9.60 METERS  SW FROM A WITNESS POST.
 CK3148
 CK3148                          STATION RECOVERY (1991)
 CK3148
 CK3148'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3148'STATION IS LOCATED 1.65 MILES (2.66 KM) SOUTHWEST OF GOOSE CREEK.
 CK3148'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK3148'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3148'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 (RIVERS
 CK3148'AVENUE), 176 AND STATE ROAD 37 (RED BANK ROAD) IN GOOSE CREEK, GO
 CK3148'SOUTH SOUTHWEST ON HIGHWAY 52 FOR 1.65 MILES (2.66 KM) TO THE
 CK3148'JUNCTION OF STATE ROAD 1184 AND THE STATION NEAR A TRAFFIC LIGHT
 CK3148'CONTROL BOX IN THE MEDIAN SOUTH OF THE JUNCTION.
 CK3148'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3148'HIGHWAY, 32.7 FEET (10.0 M) WEST OF THE WEST EDGE OF THE NORTHBOUND
 CK3148'LANES OF THE HIGHWAY, 54.3 FEET (16.6 M) SOUTH SOUTHWEST OF THE SOUTH
 CK3148'END OF A 16-INCH CONCRETE PIPE CULVERT BENEATH THE ROAD, 25.9 FEET
 CK3148'(7.9 M) SOUTHWEST OF THE SOUTH CORNER OF THE BASE FOR THE CONTROL
 CK3148'BOX, 41.5 FEET (12.6 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF
 CK3148'THE HIGHWAY, 32.9 FEET (10.0 M) NORTHEAST OF A POWER POLE NUMBER
 CK3148'54620 WITH GUY WIRE AND A STREET LIGHT, 35.3 FEET (10.8 M) SOUTHWEST
 CK3148'OF SURVEY STATION 010 010, 34.7 FEET (10.6 M) WEST SOUTHWEST OF A
 CK3148'WITNESS POST.
 CK3148'RECOVERED BY J.R. WERNER.
 CK3148
 CK3148                          STATION RECOVERY (1991)
 CK3148
 CK3148'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3427 ***********************************************************************
 DD3427  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3427  DESIGNATION -  014 001 AZ MK
 DD3427  PID         -  DD3427
 DD3427  STATE/COUNTY-  SC/CLARENDON
 DD3427  USGS QUAD   -  HEBRON CROSSROADS (1990)
 DD3427
 DD3427                         *CURRENT SURVEY CONTROL
 DD3427  ___________________________________________________________________
 DD3427* NAD 83(2001)-  33 49 30.35241(N)    079 56 56.40046(W)     ADJUSTED  
 DD3427* NAVD 88     -        29.35   (meters)      96.3    (feet)  GPS OBS   
 DD3427  ___________________________________________________________________
 DD3427  X           -     925,692.946 (meters)                     COMP
 DD3427  Y           -  -5,222,677.016 (meters)                     COMP
 DD3427  Z           -   3,530,344.819 (meters)                     COMP
 DD3427  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 DD3427  ELLIP HEIGHT-          -2.96  (meters)          (06/10/05) GPS OBS
 DD3427  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DD3427
 DD3427  HORZ ORDER  -  FIRST
 DD3427  ELLP ORDER  -  FOURTH    CLASS II
 DD3427
 DD3427.The horizontal coordinates were established by GPS observations
 DD3427.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3427
 DD3427.The orthometric height was determined by GPS observations and a
 DD3427.high-resolution geoid model using precise GPS observation and
 DD3427.processing techniques.
 DD3427
 DD3427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3427
 DD3427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3427
 DD3427.The ellipsoidal height was determined by GPS observations
 DD3427.and is referenced to NAD 83.
 DD3427
 DD3427.The geoid height was determined by GEOID03.
 DD3427
 DD3427;                    North         East     Units Scale Factor Converg.
 DD3427;SPC SC       -   221,373.177   706,873.551   MT  0.99979734   +0 34 57.6
 DD3427;SPC SC       -   726,289.95  2,319,138.95   iFT  0.99979734   +0 34 57.6
 DD3427;UTM  17      - 3,743,260.041   597,258.120   MT  0.99971661   +0 35 06.3
 DD3427
 DD3427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3427!SPC SC       -   1.00000046  x   0.99979734  =   0.99979780
 DD3427!UTM  17      -   1.00000046  x   0.99971661  =   0.99971707
 DD3427
 DD3427                          SUPERSEDED SURVEY CONTROL
 DD3427
 DD3427  NAD 83(2001)-  33 49 30.35211(N)    079 56 56.39904(W) AD(       ) 2
 DD3427  NAD 83(1986)-  33 49 30.36067(N)    079 56 56.40310(W) AD(       ) 2
 DD3427  NAD 27      -  33 49 29.78035(N)    079 56 57.13169(W) AD(       ) 2
 DD3427  NGVD 29 (07/19/86)   30.1    (m)           99.     (f) VERT ANG       
 DD3427
 DD3427.Superseded values are not recommended for survey control.
 DD3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3427.See file dsdata.txt to determine how the superseded data were derived.
 DD3427
 DD3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9725843260(NAD 83)
 DD3427_MARKER: DD = SURVEY DISK
 DD3427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3427_SP_SET: CONCRETE POST
 DD3427_STAMPING: AZ MK 014 001 1981
 DD3427_MARK LOGO: SCGS  
 DD3427_PROJECTION: RECESSED 5 CENTIMETERS
 DD3427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3427+STABILITY: SURFACE MOTION
 DD3427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3427+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 DD3427
 DD3427  HISTORY     - Date     Condition        Report By
 DD3427  HISTORY     - 1981     MONUMENTED       SCGS
 DD3427  HISTORY     - 19930920 GOOD             SCGS
 DD3427  HISTORY     - 19930920 GOOD             SCGS
 DD3427  HISTORY     - 20041025 GOOD             SCGS
 DD3427
 DD3427                          STATION DESCRIPTION
 DD3427
 DD3427'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3427'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTHEAST OF TURBEVILLE.
 DD3427'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3427'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3427'JUNCTION OF U.S. HIGHWAYS 378 AND 301 IN TURBEVILLE, GO SOUTHWEST ON
 DD3427'HIGHWAY 301 FOR 3.3 MILES (5.3 KM) TO THE JUNCTION OF STATE ROAD 37,
 DD3427'TURN LEFT ON ROAD 37 FOR 6.4 MILES (10.3 KM) TO THE JUNCTION OF STATE
 DD3427'ROAD 53 AND THE STATION IN THE EAST ANGLE OF THE JUNCTION. STATION IS
 DD3427'A CONCRETE POST FLUSH WITH THE GROUND, 8.7 METERS (28.5 FT) NORTHEAST
 DD3427'OF THE CENTER OF ROAD 37, 15.5 METERS (50.9 FT) SOUTHEAST OF THE
 DD3427'CENTER ROAD 53, 0.7 METER (2.3 FT) SOUTHWEST OF A WITNESS POST, 9.2
 DD3427'METERS (30.2 FT) NORTHEAST OF A STOP SIGN POST.
 DD3427
 DD3427                          STATION RECOVERY (1993)
 DD3427
 DD3427'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3427'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTHEAST OF TURBEVILLE.
 DD3427'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3427'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3427'JUNCTION OF STATE HIGHWAY 527 AND U.S. HIGHWAY 301, 5.8 MILES
 DD3427'(9.3 KM) SOUTHWEST OF TURBEVILLE, GO EAST NORTHEAST ON HIGHWAY 301
 DD3427'FOR 2.6 MILES (4.2 KM) TO THE JUNCTION OF STATE ROAD 37, TURN RIGHT
 DD3427'ON ROAD 37 FOR 6.4 MILES (10.3 KM) TO THE STATION AT THE JUNCTION OF
 DD3427'STATE ROAD 53. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 8.7
 DD3427'METERS (28.5 FT) NORTHEAST OF THE CENTER OF ROAD 37, 15.5 METERS
 DD3427'(50.9 FT) SOUTHEAST OF THE CENTER OF ROAD 53, 0.7 METER (2.3 FT)
 DD3427'SOUTHWEST OF A WITNESS POST, 9.2 METERS (30.2 FT) NORTHEAST OF A STOP
 DD3427'SIGN POST.
 DD3427
 DD3427                          STATION RECOVERY (2004)
 DD3427
 DD3427'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3427'STATION IS LOCATED 6.05 MILES SOUTHEAST OF TURBEVILLE, 17.55 MILES
 DD3427'EAST NORTHEAST OF  MANNING. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3427'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 DD3427'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3427'301 AND STATE HIGHWAY 527 (BLACK  RIVER ROAD) IN SARDINIA,  5.8 MILES
 DD3427'SOUTHWEST OF TURBEVILLE, GO NORTHEAST ON HIGHWAY 301  FOR 2.5 MILES TO
 DD3427'THE JUNCTION OF STATE ROAD 37 (SALEM ROAD), TURN RIGHT ON ROAD 37 FOR
 DD3427'5.5  MILES TO THE JUNCTION OF STATE ROAD 19, CONTINUE ON ROAD 37 FOR
 DD3427'0.9 MILE TO THE STATION  ON THE LEFT IN AN OPEN GRASSY AREA IN THE
 DD3427'SOUTHEAST ANGLE OF THE JUNCTION OF STATE  ROAD 53. STATION IS A
 DD3427'CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT BELOW THE ROADS, 28.3
 DD3427'FEET  SOUTH SOUTHEAST OF THE CENTER OF ROAD 37, 47.6 FEET EAST
 DD3427'NORTHEAST OF THE CENTER OF  ROAD 53, 27.2 FEET NORTH OF THE NORTHWEST
 DD3427'CORNER POST OF A WIRE FENCE LINE, 35.8 FEET  NORTH NORTHEAST OF A
 DD3427'5.5-FOOT TALL ORANGE FIBERGLASS BURIED CABLE WARNING POST, 65.4  FEET
 DD3427'WEST OF A POWER POLE NUMBER 47/154758, 25.5 FEET NORTH OF A WITNESS
 DD3427'POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1857 ***********************************************************************
 DE1857  DESIGNATION -  014 002 AZ MK
 DE1857  PID         -  DE1857
 DE1857  STATE/COUNTY-  SC/CLARENDON
 DE1857  USGS QUAD   -  PINEWOOD (1987)
 DE1857
 DE1857                         *CURRENT SURVEY CONTROL
 DE1857  ___________________________________________________________________
 DE1857* NAD 83(2001)-  33 39 33.31935(N)    080 29 46.87622(W)     ADJUSTED  
 DE1857* NAVD 88     -        34.2    (meters)     112.     (feet)  VERTCON   
 DE1857  ___________________________________________________________________
 DE1857  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DE1857  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DE1857
 DE1857  HORZ ORDER  -  SECOND
 DE1857
 DE1857.The horizontal coordinates were established by classical geodetic methods
 DE1857.and adjusted by the National Geodetic Survey in March 2004..
 DE1857
 DE1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1857
 DE1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1857
 DE1857.The geoid height was determined by GEOID03.
 DE1857
 DE1857;                    North         East     Units Scale Factor Converg.
 DE1857;SPC SC       -   202,601.258   656,304.318   MT  0.99979367   +0 16 45.2
 DE1857;SPC SC       -   664,702.29  2,153,229.39   iFT  0.99979367   +0 16 45.2
 DE1857;UTM  17      - 3,724,489.689   546,695.690   MT  0.99962688   +0 16 44.9
 DE1857
 DE1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1857!SPC SC       -   0.99999957  x   0.99979367  =   0.99979324
 DE1857!UTM  17      -   0.99999957  x   0.99962688  =   0.99962645
 DE1857
 DE1857                          SUPERSEDED SURVEY CONTROL
 DE1857
 DE1857  NAD 83(1986)-  33 39 33.32938(N)    080 29 46.87468(W) AD(       ) 2
 DE1857  NAD 27      -  33 39 32.75352(N)    080 29 47.57413(W) AD(       ) 2
 DE1857  NGVD 29 (07/19/86)   34.5    (m)          113.     (f) VERT ANG       
 DE1857
 DE1857.Superseded values are not recommended for survey control.
 DE1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1857.See file dsdata.txt to determine how the superseded data were derived.
 DE1857
 DE1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4669624490(NAD 83)
 DE1857_MARKER: DD = SURVEY DISK
 DE1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1857_SP_SET: CONCRETE POST
 DE1857_STAMPING: 014 002 1982 AZ MK
 DE1857_MARK LOGO: SCGS  
 DE1857_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1857+STABILITY: SURFACE MOTION
 DE1857
 DE1857  HISTORY     - Date     Condition        Report By
 DE1857  HISTORY     - 1982     MONUMENTED       SCGS
 DE1857  HISTORY     - 19930920 GOOD             SCGS
 DE1857  HISTORY     - 20041006 MARK NOT FOUND   SCGS
 DE1857
 DE1857                          STATION DESCRIPTION
 DE1857
 DE1857'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1857'STATION IS LOCATED 0.5 MILE (0.8 KM) SOUTH SOUTHEAST OF RIMINI, 9.5
 DE1857'MILES (15.3 KM) NORTHWEST OF SUMMERTON. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1857'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1857'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE1857'15, 301 AND STATE ROAD 26, GO WEST ON ROAD 26 FOR 10.3 MILES
 DE1857'(16.6 KM) TO THE JUNCTION OF STATE ROAD 76 NEAR RIMINI, TURN LEFT ON
 DE1857'ROAD 76 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT NEAR A GRAVE
 DE1857'YARD JUST BEFORE A WHITE CHURCH, 0.3 MILE (0.5 KM) NORTH OF THE SAINT
 DE1857'MARKS CHURCH. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 5.2
 DE1857'METERS (17.1 FT) EAST OF THE CENTER OF THE ROAD, 3.3 METERS
 DE1857'(10.8 FT) WEST OF A WITNESS POST, 5.2 METERS (17.1 FT) NORTH OF THE
 DE1857'NORTH EDGE OF THE CHURCH ENTRANCE WAY, 8.3 METERS (27.2 FT) SOUTHWEST
 DE1857'OF A HEADSTONE (VIOLU G. ADAMS).
 DE1857
 DE1857                          STATION RECOVERY (2004)
 DE1857
 DE1857'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1857'NOT RECOVERED, A 10 MINUTE SEARCH WAS CONDUCTED AND A BROKEN CONCRETE
 DE1857'MONUMENT  WAS FOUND AT THE DESCRIBED SITE, PRESUMED DESTROYED.
 DE1857'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1842 ***********************************************************************
 DE1842  DESIGNATION -  014 003
 DE1842  PID         -  DE1842
 DE1842  STATE/COUNTY-  SC/CLARENDON
 DE1842  USGS QUAD   -  SAINT PAUL (1987)
 DE1842
 DE1842                         *CURRENT SURVEY CONTROL
 DE1842  ___________________________________________________________________
 DE1842* NAD 83(2001)-  33 30 56.44802(N)    080 26 19.15913(W)     ADJUSTED  
 DE1842* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 DE1842  ___________________________________________________________________
 DE1842  X           -     884,186.473 (meters)                     COMP
 DE1842  Y           -  -5,249,158.943 (meters)                     COMP
 DE1842  Z           -   3,501,781.942 (meters)                     COMP
 DE1842  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DE1842  ELLIP HEIGHT-          -4.43  (meters)          (03/27/03) GPS OBS
 DE1842  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DE1842
 DE1842  HORZ ORDER  -  SECOND
 DE1842  ELLP ORDER  -  FOURTH    CLASS II
 DE1842
 DE1842.The horizontal coordinates were established by classical geodetic methods
 DE1842.and adjusted by the National Geodetic Survey in March 2003..
 DE1842
 DE1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1842
 DE1842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1842
 DE1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1842
 DE1842.The ellipsoidal height was determined by GPS observations
 DE1842.and is referenced to NAD 83.
 DE1842
 DE1842.The geoid height was determined by GEOID03.
 DE1842
 DE1842;                    North         East     Units Scale Factor Converg.
 DE1842;SPC SC       -   186,707.671   661,741.339   MT  0.99979723   +0 18 40.4
 DE1842;SPC SC       -   612,557.98  2,171,067.39   iFT  0.99979723   +0 18 40.4
 DE1842;UTM  17      - 3,708,598.661   552,131.637   MT  0.99963350   +0 18 35.9
 DE1842
 DE1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1842!SPC SC       -   1.00000070  x   0.99979723  =   0.99979793
 DE1842!UTM  17      -   1.00000070  x   0.99963350  =   0.99963420
 DE1842
 DE1842|---------------------------------------------------------------------|
 DE1842| PID    Reference Object                     Distance      Geod. Az  |
 DE1842|                                                           dddmmss.s |
 DE1842| DE2587 014 003 RM 1                          9.793 METERS 22731     |
 DE1842| DE1846 014 003 AZ MK                       APPROX. 0.8 KM 2273507.8 |
 DE1842|---------------------------------------------------------------------|
 DE1842
 DE1842                          SUPERSEDED SURVEY CONTROL
 DE1842
 DE1842  NAD 83(1995)-  33 30 56.44798(N)    080 26 19.15926(W) AD(       ) 2
 DE1842  ELLIP H (12/20/99)   -4.42   (m)                       GP(       ) 4 1
 DE1842  NAD 83(1986)-  33 30 56.45691(N)    080 26 19.15705(W) AD(       ) 2
 DE1842  NAD 27      -  33 30 55.85873(N)    080 26 19.85353(W) AD(       ) 2
 DE1842  NGVD 29 (07/19/86)   27.6    (m)           91.     (f) VERT ANG       
 DE1842
 DE1842.Superseded values are not recommended for survey control.
 DE1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1842.See file dsdata.txt to determine how the superseded data were derived.
 DE1842
 DE1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT5213208599(NAD 83)
 DE1842_MARKER: DD = SURVEY DISK
 DE1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1842_SP_SET: CONCRETE POST
 DE1842_STAMPING: HORZ 014 003 1982
 DE1842_MARK LOGO: SCGS  
 DE1842_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1842+STABILITY: SURFACE MOTION
 DE1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1842+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1990
 DE1842
 DE1842  HISTORY     - Date     Condition        Report By
 DE1842  HISTORY     - 1982     MONUMENTED       SCGS
 DE1842  HISTORY     - 1982     GOOD             SCGS
 DE1842  HISTORY     - 19900730 GOOD             SCGS
 DE1842  HISTORY     - 20040108 MARK NOT FOUND   SCGS
 DE1842
 DE1842                          STATION DESCRIPTION
 DE1842
 DE1842'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1842'THE STATION IS LOCATED ABOUT (2.8 MI) NORTH NORTHEAST OF THE
 DE1842'JUNCTIONS OF INTERSTATE 95 AND STATE HIGHWAY 6 IN SANTEE
 DE1842'OWNERSHIP-STATE OF SOUTH CAROLINA MR GEORGE WEATHERS PRE CONSTRUCTION
 DE1842'ENGINEER P.O. BOX 191 COLUMBIA S.C. 29202.
 DE1842'
 DE1842'TO REACH THE STATION FROM HIGHWAY 6 AND INTERSTATE 95 IN SANTEE GO
 DE1842'NORTH ON INTERSTATE 95 FOR (2.8 MI) TO STATION ON RIGHT.
 DE1842'
 DE1842'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1842'---014 003 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1842'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.62 METERS SE FROM
 DE1842'CENTERLINE OF INTERSTATE 95 NORTHBOUND LANE, 0.82 METERS SE FROM
 DE1842'GUARD RAIL, 0.99 METERS S FROM METAL WITNESS POST, 8.30 METERS ENE
 DE1842'FROM EXIT 102 GAS SIGN WESTERLY POST, AND 6.28 METERS NW FROM
 DE1842'CHAINLINK FENCE.
 DE1842'
 DE1842'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1842'DISK STAMPED ---014 003 1982--- SET INTO AN IRREGULAR MASS OF
 DE1842'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1842'
 DE1842'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1842'DISK STAMPED ---014 003 1982 RM 1--- SET INTO THE TOP OF A ROUND
 DE1842'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1842'7.52 METERS SE FROM CENTERLINE OF INTERSTATE 95 NORTHBOUND LANE, 0.83
 DE1842'METERS SE FROM GUARD RAIL, 10.38 METERS SW FROM METAL WITNESS POST
 DE1842'NEAR STATION, 6.24 METERS NW FROM CHAINLINK FENCE, AND IS LEVEL WITH
 DE1842'THE STATION.
 DE1842'
 DE1842'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1842'STAMPED ---014 003 1982 AZMK--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1842'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.742
 DE1842'METERS SE FROM CENTERLINE OF INTERSTATE 95 NORTHBOUND, 0.975 METERS
 DE1842'SE FROM GUARDRAIL OF INTERSTATE 95, 6.096 METERS NW FROM CHAINLINK
 DE1842'FENCE, AND 1.554 METERS FROM METAL WITNESS POST.
 DE1842'
 DE1842'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTH ON INTERSTATE 95 FOR
 DE1842'(0.45 MI) TO MARK ON LEFT.
 DE1842
 DE1842                          STATION RECOVERY (1982)
 DE1842
 DE1842'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DE1842'RECOVERED IN GOOD CONDITION.
 DE1842
 DE1842                          STATION RECOVERY (1990)
 DE1842
 DE1842'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 DE1842'STATION IS LOCATED 2.9 MILES NORTHEAST OF SANTEE. OWNERSHIP--SCDHPT,
 DE1842'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1842'803-737-1350.
 DE1842'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 6 AND
 DE1842'INTERSTATE 95 IN SANTEE, GO NORTH NORTHEAST OF HIGHWAY 95 FOR 2.85
 DE1842'MILES TO THE STATION ON THE RIGHT BEHIND A GUARD RAIL.
 DE1842'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1842'HIGHWAY, 13.2 FEET SOUTHEAST OF THE SOUTHEAST CONCRETE EDGE OF THE
 DE1842'NORTHBOUND LANES OF THE HIGHWAY, 32.0 FEET EAST NORTHEAST OF SURVEY
 DE1842'STATION 014 003 RM 1, 20.1 FEET NORTHWEST OF A CHAIN LINK FENCE, 27.0
 DE1842'FEET WEST SOUTHWEST OF THE NORTHWEST LEG OF A HIGHWAY SIGN, 3.6 FEET
 DE1842'EAST OF A GUARD RAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 2.6
 DE1842'FEET SOUTH OF A WITNESS POST.
 DE1842
 DE1842                          STATION RECOVERY (2004)
 DE1842
 DE1842'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1842'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1842'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1842'LOCATE THE STATION WITH NO  RESULTS, MEASUREMENTS LED TO AN AREA NOW
 DE1842'COVERED WITH ASPHALT, PRESUMED DESTROYED.  RECOVERY BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1846 ***********************************************************************
 DE1846  DESIGNATION -  014 003 AZ MK
 DE1846  PID         -  DE1846
 DE1846  STATE/COUNTY-  SC/CLARENDON
 DE1846  USGS QUAD   -  SAINT PAUL (1987)
 DE1846
 DE1846                         *CURRENT SURVEY CONTROL
 DE1846  ___________________________________________________________________
 DE1846* NAD 83(2001)-  33 30 39.03512(N)    080 26 41.91133(W)     ADJUSTED  
 DE1846* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 DE1846  ___________________________________________________________________
 DE1846  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DE1846  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DE1846
 DE1846  HORZ ORDER  -  SECOND
 DE1846
 DE1846.The horizontal coordinates were established by classical geodetic methods
 DE1846.and adjusted by the National Geodetic Survey in March 2004..
 DE1846
 DE1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1846
 DE1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1846
 DE1846.The geoid height was determined by GEOID03.
 DE1846
 DE1846;                    North         East     Units Scale Factor Converg.
 DE1846;SPC SC       -   186,168.137   661,157.177   MT  0.99979746   +0 18 27.7
 DE1846;SPC SC       -   610,787.85  2,169,150.84   iFT  0.99979746   +0 18 27.7
 DE1846;UTM  17      - 3,708,059.229   551,547.560   MT  0.99963276   +0 18 23.2
 DE1846
 DE1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1846!SPC SC       -   1.00000065  x   0.99979746  =   0.99979811
 DE1846!UTM  17      -   1.00000065  x   0.99963276  =   0.99963341
 DE1846
 DE1846                          SUPERSEDED SURVEY CONTROL
 DE1846
 DE1846  NAD 83(1986)-  33 30 39.04408(N)    080 26 41.90932(W) AD(       ) 2
 DE1846  NAD 27      -  33 30 38.44517(N)    080 26 42.60482(W) AD(       ) 2
 DE1846  NGVD 29 (07/19/86)   27.7    (m)           91.     (f) VERT ANG       
 DE1846
 DE1846.Superseded values are not recommended for survey control.
 DE1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1846.See file dsdata.txt to determine how the superseded data were derived.
 DE1846
 DE1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT5154808059(NAD 83)
 DE1846_MARKER: DD = SURVEY DISK
 DE1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1846_SP_SET: CONCRETE POST
 DE1846_STAMPING: AZ MK 014 003 1982
 DE1846_MARK LOGO: SCGS  
 DE1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1846+STABILITY: SURFACE MOTION
 DE1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1846+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1990
 DE1846
 DE1846  HISTORY     - Date     Condition        Report By
 DE1846  HISTORY     - 1982     MONUMENTED       SCGS
 DE1846  HISTORY     - 19900730 GOOD             SCGS
 DE1846  HISTORY     - 20040108 MARK NOT FOUND   SCGS
 DE1846
 DE1846                          STATION DESCRIPTION
 DE1846
 DE1846'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 DE1846'STATION IS LOCATED 2.35 MILES NORTHEAST OF SANTEE. OWNERSHIP--SCDHPT,
 DE1846'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1846'803-737-1350.
 DE1846'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 6 AND
 DE1846'INTERSTATE 95 IN SANTEE, GO NORTH NORTHEAST OF HIGHWAY 95 FOR 2.35
 DE1846'MILES TO THE STATION ON THE RIGHT BEHIND A GUARD RAIL.
 DE1846'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1846'HIGHWAY, 13.8 FEET SOUTHEAST OF THE SOUTHEAST CONCRETE EDGE OF THE
 DE1846'NORTHBOUND LANES OF THE HIGHWAY, 7.5 FEET EAST NORTHEAST OF A
 DE1846'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 19.7 FEET
 DE1846'NORTHWEST OF A CHAIN LINK FENCE, 5.6 FEET SOUTH SOUTHWEST OF A
 DE1846'WITNESS POST.
 DE1846
 DE1846                          STATION RECOVERY (2004)
 DE1846
 DE1846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1846'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1846'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1846'LOCATE THE STATION WITH NO  RESULTS, MEASUREMENTS LED TO AN AREA NOW
 DE1846'COVERED WITH ASPHALT, PRESUMED DESTROYED.  RECOVERY BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1840 ***********************************************************************
 DE1840  DESIGNATION -  014 004
 DE1840  PID         -  DE1840
 DE1840  STATE/COUNTY-  SC/CLARENDON
 DE1840  USGS QUAD   -  SAINT PAUL (1987)
 DE1840
 DE1840                         *CURRENT SURVEY CONTROL
 DE1840  ___________________________________________________________________
 DE1840* NAD 83(2001)-  33 32 24.99596(N)    080 25 27.15911(W)     ADJUSTED  
 DE1840* NAVD 88     -        24.4    (meters)      80.     (feet)  VERTCON   
 DE1840  ___________________________________________________________________
 DE1840  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DE1840  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DE1840
 DE1840  HORZ ORDER  -  SECOND
 DE1840
 DE1840.The horizontal coordinates were established by classical geodetic methods
 DE1840.and adjusted by the National Geodetic Survey in March 2004..
 DE1840
 DE1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1840
 DE1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1840
 DE1840.The geoid height was determined by GEOID03.
 DE1840
 DE1840;                    North         East     Units Scale Factor Converg.
 DE1840;SPC SC       -   189,442.565   663,067.823   MT  0.99979618   +0 19 09.2
 DE1840;SPC SC       -   621,530.73  2,175,419.37   iFT  0.99979618   +0 19 09.2
 DE1840;UTM  17      - 3,711,333.085   553,457.962   MT  0.99963523   +0 19 05.3
 DE1840
 DE1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1840!SPC SC       -   1.00000112  x   0.99979618  =   0.99979730
 DE1840!UTM  17      -   1.00000112  x   0.99963523  =   0.99963635
 DE1840
 DE1840|---------------------------------------------------------------------|
 DE1840| PID    Reference Object                     Distance      Geod. Az  |
 DE1840|                                                           dddmmss.s |
 DE1840| DE2588 014 004 RM 1                         16.673 METERS 10605     |
 DE1840| DE1839 014 004 AZ MK                       356.429 METERS 14143     |
 DE1840|---------------------------------------------------------------------|
 DE1840
 DE1840                          SUPERSEDED SURVEY CONTROL
 DE1840
 DE1840  NAD 83(1986)-  33 32 25.00586(N)    080 25 27.15785(W) AD(       ) 2
 DE1840  NAD 27      -  33 32 24.41640(N)    080 25 27.85765(W) AD(       ) 2
 DE1840  NGVD 29 (07/19/86)   24.7    (m)           81.     (f) VERT ANG       
 DE1840
 DE1840.Superseded values are not recommended for survey control.
 DE1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1840.See file dsdata.txt to determine how the superseded data were derived.
 DE1840
 DE1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT5345811333(NAD 83)
 DE1840_MARKER: DD = SURVEY DISK
 DE1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1840_MAGNETIC: I = MARKER IS A STEEL ROD
 DE1840
 DE1840  HISTORY     - Date     Condition        Report By
 DE1840  HISTORY     - 1982     MONUMENTED       SCGS
 DE1840
 DE1840                          STATION DESCRIPTION
 DE1840
 DE1840'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1840'THE STATION IS LOCATED ABOUT (4.8 MI) NORTH OF SANTEE AND AT THE
 DE1840'INTERSECTION OF US HIGHWAYS 15 AND 301 AND COUNTY ROUTE S-14-257
 DE1840'OWNERSHIP--STATE OF SOUTH CAROLINA MR GEORGE WEATHERS
 DE1840'PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA S.C. 29202.
 DE1840'
 DE1840'TO REACH THE STATION FROM JUNCTIONS US HIGHWAYS 15, 301 AND STATE
 DE1840'ROUTE 6 IN SANTEE GO NORTHERLY ON STATE ROUTE 6 FOR (4.7 MI) TO SIDE
 DE1840'ROAD LEFT S-14-257 TURN LEFT NORTHWEST FOR (0.2 MI) TO STATION ON
 DE1840'LEFT.
 DE1840'
 DE1840'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1840'---014 004 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1840'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 23.317 METERS W FROM
 DE1840'APPROX CENTER OF S-14-247, 1.311 METERS S FROM METAL WITNESS POST,
 DE1840'1.615 METERS S FROM 20 INCH PINE TREE, AND 14.691 METERS W FROM 4X4 6
 DE1840'FOOT HIGH POST WITH WILDLIFE REFUGE SIGN.
 DE1840'
 DE1840'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1840'DISK STAMPED ---0014 004 1982--- SET INTO AN IRREGULAR MASS OF
 DE1840'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1840'
 DE1840'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1840'DISK STAMPED ---014 004 1982 RM1--- SET INTO THE TOP OF A ROUND
 DE1840'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1840'7.650 METERS W FROM APPROX CENTER OF S-14-257, 3.078 METERS SE FROM
 DE1840'4X4 6 FOOT POST WITH WILDLIFE REFUGE SIGN, 18.532 METERS N FROM NORTH
 DE1840'END OF CEMENT CULVERT, 21.976 METERS N FROM APPROX CENTER OF
 DE1840'DRIVEWAY, AND IS LEVEL WITH THE STATION.
 DE1840'
 DE1840'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1840'STAMPED ---014 004 1982 AZMK--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1840'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.559
 DE1840'METERS NW FROM CENTERLINE OF US 301 AND STATE HIGHWAY 15, 10.089
 DE1840'METERS NE FROM APPROX CENTER OF S-14-257, 1.615 METERS SW FROM METAL
 DE1840'WITNESS POST, AND 2.164 METERS SW FROM POWERPOLE.
 DE1840'
 DE1840'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTHERLY ON S-14-257 FOR
 DE1840'(0.2 MI) TO INTERSECTION OF S-14-257 AND US HIGHWAYS 15, 301 TO MARK
 DE1840'ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1839 ***********************************************************************
 DE1839  DESIGNATION -  014 004 AZ MK
 DE1839  PID         -  DE1839
 DE1839  STATE/COUNTY-  SC/CLARENDON
 DE1839  USGS QUAD   -  SAINT PAUL (1987)
 DE1839
 DE1839                         *CURRENT SURVEY CONTROL
 DE1839  ___________________________________________________________________
 DE1839* NAD 83(2001)-  33 32 15.91424(N)    080 25 18.60108(W)     ADJUSTED  
 DE1839* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 DE1839  ___________________________________________________________________
 DE1839  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 DE1839  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DE1839
 DE1839  HORZ ORDER  -  SECOND
 DE1839
 DE1839.The horizontal coordinates were established by classical geodetic methods
 DE1839.and adjusted by the National Geodetic Survey in March 2004..
 DE1839
 DE1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1839
 DE1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1839
 DE1839.The geoid height was determined by GEOID03.
 DE1839
 DE1839;                    North         East     Units Scale Factor Converg.
 DE1839;SPC SC       -   189,164.056   663,290.136   MT  0.99979628   +0 19 13.9
 DE1839;SPC SC       -   620,616.98  2,176,148.74   iFT  0.99979628   +0 19 13.9
 DE1839;UTM  17      - 3,711,054.616   553,680.233   MT  0.99963552   +0 19 10.0
 DE1839
 DE1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1839!SPC SC       -   1.00000077  x   0.99979628  =   0.99979705
 DE1839!UTM  17      -   1.00000077  x   0.99963552  =   0.99963629
 DE1839
 DE1839                          SUPERSEDED SURVEY CONTROL
 DE1839
 DE1839  NAD 83(1986)-  33 32 15.92414(N)    080 25 18.59983(W) AD(       ) 2
 DE1839  NAD 27      -  33 32 15.33455(N)    080 25 19.29972(W) AD(       ) 2
 DE1839  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG       
 DE1839
 DE1839.Superseded values are not recommended for survey control.
 DE1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1839.See file dsdata.txt to determine how the superseded data were derived.
 DE1839
 DE1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT5368011055(NAD 83)
 DE1839_MARKER: DD = SURVEY DISK
 DE1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1839_SP_SET: CONCRETE POST
 DE1839_STAMPING: 014 004 1982 AZ MK
 DE1839_MARK LOGO: SCGS  
 DE1839_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1839+STABILITY: SURFACE MOTION
 DE1839
 DE1839  HISTORY     - Date     Condition        Report By
 DE1839  HISTORY     - 1982     MONUMENTED       SCGS
 DE1839  HISTORY     - 19930920 GOOD             SCGS
 DE1839
 DE1839                          STATION DESCRIPTION
 DE1839
 DE1839'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1839'STATION IS LOCATED 6.3 MILES (10.1 KM) SOUTHWEST OF SUMMERTON.
 DE1839'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1839'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1839'JUNCTION OF U.S. HIGHWAYS 301, 15 AND STATE ROAD 26 IN SUMMERTON, GO
 DE1839'SOUTH ON HIGHWAYS 15 AND 301 FOR 3.4 MILES (5.5 KM) TO THE JUNCTION
 DE1839'OF STATE ROAD 373, CONTINUE ON HIGHWAYS 301 AND 15 FOR 3.2 MILES
 DE1839'(5.1 KM) TO THE JUNCTION OF STATE ROAD 257 AND THE STATION NEAR A
 DE1839'POWER POLE IN THE NORTH ANGLE OF THE JUNCTION. STATION IS A CONCRETE
 DE1839'POST FLUSH WITH THE GROUND, 7.5 METERS (24.6 FT) NORTHWEST OF THE
 DE1839'CENTER OF THE HIGHWAY, 10.1 METERS (33.1 FT) NORTHEAST OF THE CENTER
 DE1839'OF THE ROAD, 1.6 METERS (5.2 FT) SOUTHWEST OF A WITNESS POST, 2.2
 DE1839'METERS (7.2 FT) SOUTHWEST OF THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1690 ***********************************************************************
 DE1690  DESIGNATION -  014 005
 DE1690  PID         -  DE1690
 DE1690  STATE/COUNTY-  SC/CLARENDON
 DE1690  USGS QUAD   -  JORDAN (1987)
 DE1690
 DE1690                         *CURRENT SURVEY CONTROL
 DE1690  ___________________________________________________________________
 DE1690* NAD 83(2001)-  33 32 47.44943(N)    080 12 05.18944(W)     ADJUSTED  
 DE1690* NAVD 88     -        32.393  (meters)     106.28   (feet)  ADJUSTED  
 DE1690  ___________________________________________________________________
 DE1690  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DE1690  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DE1690  DYNAMIC HT  -          32.360 (meters)     106.17  (feet)  COMP
 DE1690  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DE1690
 DE1690  HORZ ORDER  -  SECOND
 DE1690  VERT ORDER  -  FIRST     CLASS II
 DE1690
 DE1690.The horizontal coordinates were established by classical geodetic methods
 DE1690.and adjusted by the National Geodetic Survey in March 2004..
 DE1690
 DE1690.The orthometric height was determined by differential leveling
 DE1690.and adjusted by the National Geodetic Survey in June 1991..
 DE1690
 DE1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1690
 DE1690.The geoid height was determined by GEOID03.
 DE1690
 DE1690.The dynamic height is computed by dividing the NAVD 88
 DE1690.geopotential number by the normal gravity value computed on the
 DE1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1690.degrees latitude (g = 980.6199 gals.).
 DE1690
 DE1690.The modeled gravity was interpolated from observed gravity values.
 DE1690
 DE1690;                    North         East     Units Scale Factor Converg.
 DE1690;SPC SC       -   190,271.730   683,748.504   MT  0.99979594   +0 26 33.8
 DE1690;SPC SC       -   624,251.08  2,243,269.37   iFT  0.99979594   +0 26 33.8
 DE1690;UTM  17      - 3,712,161.681   574,135.652   MT  0.99966776   +0 26 28.7
 DE1690
 DE1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1690!SPC SC       -   0.99999992  x   0.99979594  =   0.99979586
 DE1690!UTM  17      -   0.99999992  x   0.99966776  =   0.99966768
 DE1690
 DE1690|---------------------------------------------------------------------|
 DE1690| PID    Reference Object                     Distance      Geod. Az  |
 DE1690|                                                           dddmmss.s |
 DE1690| DE1691 014 005 RM 1                          8.327 METERS 16444     |
 DE1690| DE1689 014 005 AZ MK                       APPROX. 0.7 KM 3482705.1 |
 DE1690|---------------------------------------------------------------------|
 DE1690
 DE1690                          SUPERSEDED SURVEY CONTROL
 DE1690
 DE1690  NAD 83(1986)-  33 32 47.46044(N)    080 12 05.18886(W) AD(       ) 2
 DE1690  NAD 27      -  33 32 46.88006(N)    080 12 05.88303(W) AD(       ) 2
 DE1690  NGVD 29 (03/21/89)   32.689  (m)          107.25   (f) ADJUSTED    1 2
 DE1690
 DE1690.Superseded values are not recommended for survey control.
 DE1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1690.See file dsdata.txt to determine how the superseded data were derived.
 DE1690
 DE1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7413612162(NAD 83)
 DE1690_MARKER: DD = SURVEY DISK
 DE1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1690_SP_SET: CONCRETE POST
 DE1690_STAMPING: HORZ 014 005 1982
 DE1690_MARK LOGO: SCGS  
 DE1690_PROJECTION: FLUSH
 DE1690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1690+STABILITY: SURFACE MOTION
 DE1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1690+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 DE1690
 DE1690  HISTORY     - Date     Condition        Report By
 DE1690  HISTORY     - 1982     MONUMENTED       SCGS
 DE1690  HISTORY     - 1984     GOOD             SCGS
 DE1690  HISTORY     - 19960222 GOOD             SCGS
 DE1690  HISTORY     - 20041012 GOOD             SCGS
 DE1690
 DE1690                          STATION DESCRIPTION
 DE1690
 DE1690'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1690'THE STATION IS LOCATED ABOUT (4.1 MI) SOUTH OF JORDEN AND ABOUT (1.95
 DE1690'MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 260 AND COUNTY ROUTE
 DE1690'S-14-323 OWNERSHIP---STATE OF SOUTH CAROLINA MR GEORGE WEATHERS
 DE1690'PRE-CONSTRUCTION ENGINEER PO BOX 191 COLUMBIA SC 29202.
 DE1690'
 DE1690'TO REACH THE STATION FROM STATION RANDOLPH AND THE JUNCTION OF STATE
 DE1690'HIGHWAY 260 AND S-14-323 GO NORTHERLY ON STATE HIGHWAY 260 FOR (1.95
 DE1690'MI) TO STATION ON LEFT.
 DE1690'
 DE1690'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1690'---014 005 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1690'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.148 METERS SW
 DE1690'FROM CENTERLINE OF STATE HIGHWAY 260, 18.958 METERS SE FROM THE
 DE1690'APPROXIMATE OF A DRIVEWAY, 12.389 METERS NW FROM A POWERLINE POLE,
 DE1690'AND 0.488 METERS E FROM A METAL WITNESS POST.
 DE1690'
 DE1690'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1690'DISK STAMPED ---014 005 1982--- SET INTO AN IRREGULAR MASS OF
 DE1690'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1690'
 DE1690'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1690'DISK STAMPED ---014 005 1982 RM1--- SET INTO THE TOP OF A ROUND
 DE1690'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1690'11.338 METERS SW FROM CENTERLINE OF STATE HIGHWAY 260, 0.823 METERS
 DE1690'NE FROM METAL WITNESS POST, 2.621 METERS NW FROM POWERPOLE, 27.158
 DE1690'METERS SE FROM APPROX CENTER OF DRIVEWAY, AND IS LEVEL WITH THE
 DE1690'STATION.
 DE1690'
 DE1690'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1690'STAMPED ---014 005 1982 AZMK--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1690'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.516
 DE1690'METERS E FROM CENTERLINE OF, 4.298 METERS S FROM APPROX CENTER OF
 DE1690'DRIVEWAY, 0.792 METERS NW FROM METAL WITNESS POST, AND 0.973 METERS N
 DE1690'FROM POWER POLE.
 DE1690'
 DE1690'TO REACH THE AZIMUTH MARK FROM STATION GO NORTHERLY ON STATE HIGHWAY
 DE1690'FOR .4 MI) TO MARK ON LEFT.
 DE1690
 DE1690                          STATION RECOVERY (1984)
 DE1690
 DE1690'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1690'6.7 KM (4.15 MI) SOUTH FROM JORDAN.
 DE1690'6.7 KILOMETERS (4.15 MILES) SOUTH ALONG STATE HIGHWAY 260 FROM THE
 DE1690'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN, SET NEAR A POWER POLE,
 DE1690'15.76 METERS (51.7 FEET) SOUTH-SOUTHEAST OF A 70-INCH PINE TREE,
 DE1690'20.12 METERS (66.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF A SAND
 DE1690'DRIVE, 10.97 METERS (36.0 FEET) NORTH OF THE POWER POLE, 11.34 METERS
 DE1690'(37.2 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY.
 DE1690'THE MARK IS 0.40 METERS  ESE FROM A WITNESS POST.
 DE1690'THE MARK IS 1.00 M ABOVE HIGHWAY.
 DE1690
 DE1690                          STATION RECOVERY (1996)
 DE1690
 DE1690'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DE1690'STATION IS LOCATED 10.3 MILES (16.6 KM) SOUTH OF MANNING, 4.1 MILES
 DE1690'(6.6 KM) SOUTH OF JORDAN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1690'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE1690'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1690'301 (SUNSET DRIVE) AND STATE HIGHWAY 260 (MILL STREET) IN MANNING, GO
 DE1690'SOUTH ON HIGHWAY 260 FOR 9.8 MILES (15.8 KM) TO THE JUNCTION OF STATE
 DE1690'ROAD 378 (CHARLES ROAD) , CONTINUE ON HIGHWAY 260 FOR 0.2 MILE (0.3
 DE1690'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE SOUTHWEST
 DE1690'ANGLE OF A SAND ROAD RIGHT.  STATION IS A CONCRETE POST RECESSED 0.1
 DE1690'FOOT (3.0 CM) AND 3.5 FEET (1.1 M) ABOVE THE HIGHWAY, 37.0 FEET (11.3
 DE1690'M) NORTH NORTHWEST OF THE POWER POLE WITH TWO GUY WIRES, 37.2 FEET
 DE1690'(11.3 M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 55.1 FEET (16.8
 DE1690'M) SOUTH OF THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH
 DE1690'A SAND ROAD LEADING WEST, 27.4 FEET (8.4 M) NORTH NORTHWEST OF SURVEY
 DE1690'STATION 014 005 RM 1, 1.5 FEET (0.5 M) EAST OF A WITNESS POST.
 DE1690'RECOVERED BY R.W.  ROBERTS.
 DE1690
 DE1690                          STATION RECOVERY (2004)
 DE1690
 DE1690'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1690'STATION IS LOCATED 10.25 MILES SOUTH OF MANNING, 9.65 MILES EAST
 DE1690'SOUTHEAST OF SUMMERTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1690'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1690'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1690'301 (WINFIELD DRIVE) AND STATE  HIGHWAY 260 (MILL STREET) IN MANNING,
 DE1690'GO SOUTH ON HIGHWAY 260 FOR 6.0 MILES TO THE  JUNCTION OF STATE ROAD
 DE1690'25 (OAK GROVE CHURCH ROAD) IN JORDAN, CONTINUE ON HIGHWAY 260  FOR 4.1
 DE1690'MILES TO THE STATION ON THE RIGHT NEAR A BILLBOARD IN THE SOUTHWEST
 DE1690'ANGLE OF A  SAND ROAD RIGHT. STATION IS A CONCRETE POST FLUSH WITH THE
 DE1690'GROUND AND 3.5 FEET ABOVE THE  HIGHWAY, 37.1 FEET WEST SOUTHWEST OF
 DE1690'THE CENTER OF THE HIGHWAY, 27.2 FEET  NORTH OF SURVEY STATION 014 005
 DE1690'RM 1, 16.9 FEET NORTHEAST OF A 1.0-FOOT PINE  TREE, 37.4 FEET NORTH OF
 DE1690'A POWER POLE NUMBER 16861 WITH TWO GUY WIRES, 44.3  FEET SOUTH
 DE1690'SOUTHEAST OF THE EAST LEG OF THE BILLBOARD. NOTE-STATION IS
 DE1690'INTERVISIBLE WITH SURVEY STATION 014 005 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1689 ***********************************************************************
 DE1689  DESIGNATION -  014 005 AZ MK
 DE1689  PID         -  DE1689
 DE1689  STATE/COUNTY-  SC/CLARENDON
 DE1689  USGS QUAD   -  JORDAN (1987)
 DE1689
 DE1689                         *CURRENT SURVEY CONTROL
 DE1689  ___________________________________________________________________
 DE1689* NAD 83(2001)-  33 33 10.38948(N)    080 12 10.78792(W)     ADJUSTED  
 DE1689* NAVD 88     -        30.238  (meters)      99.21   (feet)  ADJUSTED  
 DE1689  ___________________________________________________________________
 DE1689  X           -     905,381.315 (meters)                     COMP
 DE1689  Y           -  -5,243,233.716 (meters)                     COMP
 DE1689  Z           -   3,505,223.294 (meters)                     COMP
 DE1689  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DE1689  ELLIP HEIGHT-          -1.62  (meters)          (02/10/03) GPS OBS
 DE1689  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DE1689  DYNAMIC HT  -          30.206 (meters)      99.10  (feet)  COMP
 DE1689  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 DE1689
 DE1689  HORZ ORDER  -  FIRST
 DE1689  VERT ORDER  -  FIRST     CLASS II
 DE1689  ELLP ORDER  -  FOURTH    CLASS II
 DE1689
 DE1689.The horizontal coordinates were established by GPS observations
 DE1689.and adjusted by the National Geodetic Survey in February 2003..
 DE1689
 DE1689.The orthometric height was determined by differential leveling
 DE1689.and adjusted by the National Geodetic Survey in June 1991..
 DE1689
 DE1689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1689
 DE1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1689
 DE1689.The ellipsoidal height was determined by GPS observations
 DE1689.and is referenced to NAD 83.
 DE1689
 DE1689.The geoid height was determined by GEOID03.
 DE1689
 DE1689.The dynamic height is computed by dividing the NAVD 88
 DE1689.geopotential number by the normal gravity value computed on the
 DE1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1689.degrees latitude (g = 980.6199 gals.).
 DE1689
 DE1689.The modeled gravity was interpolated from observed gravity values.
 DE1689
 DE1689;                    North         East     Units Scale Factor Converg.
 DE1689;SPC SC       -   190,977.222   683,598.659   MT  0.99979571   +0 26 30.7
 DE1689;SPC SC       -   626,565.69  2,242,777.75   iFT  0.99979571   +0 26 30.7
 DE1689;UTM  17      - 3,712,867.086   573,985.843   MT  0.99966748   +0 26 25.9
 DE1689
 DE1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1689!SPC SC       -   1.00000025  x   0.99979571  =   0.99979596
 DE1689!UTM  17      -   1.00000025  x   0.99966748  =   0.99966773
 DE1689
 DE1689                          SUPERSEDED SURVEY CONTROL
 DE1689
 DE1689  NAD 83(1995)-  33 33 10.38953(N)    080 12 10.78812(W) AD(       ) 1
 DE1689  ELLIP H (09/29/97)   -1.61   (m)                       GP(       ) 4 2
 DE1689  NAD 83(1986)-  33 33 10.40055(N)    080 12 10.78725(W) AD(       ) 2
 DE1689  NAD 27      -  33 33 09.82067(N)    080 12 11.48171(W) AD(       ) 2
 DE1689  NAVD 88 (09/29/97)   30.24   (m)           99.2    (f) LEVELING    3  
 DE1689  NGVD 29 (03/21/89)   30.533  (m)          100.17   (f) ADJUSTED    1 2
 DE1689
 DE1689.Superseded values are not recommended for survey control.
 DE1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1689.See file dsdata.txt to determine how the superseded data were derived.
 DE1689
 DE1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7398612867(NAD 83)
 DE1689_MARKER: DD = SURVEY DISK
 DE1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1689_SP_SET: CONCRETE POST
 DE1689_STAMPING: AZ MK 014 005 1982
 DE1689_MARK LOGO: SCGS  
 DE1689_PROJECTION: FLUSH
 DE1689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1689+STABILITY: SURFACE MOTION
 DE1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1689+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 DE1689
 DE1689  HISTORY     - Date     Condition        Report By
 DE1689  HISTORY     - 1982     MONUMENTED       SCGS
 DE1689  HISTORY     - 1984     GOOD             SCGS
 DE1689  HISTORY     - 19960221 GOOD             SCGS
 DE1689  HISTORY     - 20041012 GOOD             SCGS
 DE1689
 DE1689                          STATION DESCRIPTION
 DE1689
 DE1689'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1689'6.0 KM (3.7 MI) SOUTH FROM JORDAN.
 DE1689'6.0 KILOMETERS (3.7 MILES) SOUTH ALONG STATE HIGHWAY 260 FROM THE
 DE1689'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN, SET NEAR A POWER POLE
 DE1689'WITH A GUY WIRE, 10.61 METERS (34.8 FEET) WEST OF THE CENTERLINE OF
 DE1689'THE HIGHWAY, 11.25 METERS (36.9 FEET) NORTH-NORTHEAST OF TELEPHONE
 DE1689'JUNCTION BOX NUMBER 340000C-31, 5.03 METERS (16.5 FEET) SOUTH OF THE
 DE1689'APPROXIMATE CENTER OF A SAND DRIVE, 1.22 METERS (4.0 FEET)
 DE1689'NORTH-NORTHEAST OF THE POWER POLE.
 DE1689'THE MARK IS 0.90 METERS  NNE FROM A WITNESS POST.
 DE1689'THE MARK IS 0.90 M ABOVE HIGHWAY.
 DE1689
 DE1689                          STATION RECOVERY (1996)
 DE1689
 DE1689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DE1689'STATION IS LOCATED 9.8 MILES (15.8 KM) SOUTH OF MANNING, 3.6 MILES
 DE1689'(5.8 KM) SOUTH OF JORDAN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1689'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE1689'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1689'301 (SUNSET DRIVE) AND STATE HIGHWAY 260 (MILL STREET) IN MANNING, GO
 DE1689'SOUTH ON HIGHWAY 260 FOR 9.1 MILES (14.6 KM) TO THE JUNCTION OF STATE
 DE1689'ROAD 624 (DURANT LANE) , CONTINUE ON HIGHWAY 260 FOR 0.5 MILE (0.8 KM)
 DE1689'TO THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A GRASSY
 DE1689'DRIVEWAY LEADING TO VINYL-SIDED HOUSE (NUMBER 907) .  STATION IS A
 DE1689'CONCRETE POST FLUSH WITH THE GROUND 1.5 FEET (0.5 M) ABOVE THE
 DE1689'HIGHWAY, 14.0 FEET (4.3 M) SOUTH OF THE CENTER OF A GRASS DRIVE
 DE1689'LEADING TO THE VINYL-SIDED HOUSE, 9.5 FEET (2.9 M) WEST SOUTHWEST OF
 DE1689'THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DE1689'DRIVEWAY, 33.9 FEET (10.3 M) WEST OF THE CENTER OF THE HIGHWAY, 4.0
 DE1689'FEET (1.2 M) NORTH NORTHEAST OF THE POWER POLE WITH A SCGS REFERENCE
 DE1689'WASHER ATTACHED, 2.8 FEET (0.9 M) NORTH OF A WITNESS POST.  RECOVERED
 DE1689'BY R.W.  ROBERTS.
 DE1689
 DE1689                          STATION RECOVERY (2004)
 DE1689
 DE1689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1689'STATION IS LOCATED 9.4 MILES EAST SOUTHEAST OF SUMMERTON, 9.8 MILES
 DE1689'SOUTH OF MANNING.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE1689'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE1689'FROM THE JUNCTION OF U.S. HIGHWAY 301 (WINFIELD DRIVE) AND STATE
 DE1689'HIGHWAY 260 (MILL STREET) IN MANNING, GO SOUTH ON HIGHWAY 260 FOR 6.0
 DE1689'MILES TO THE  JUNCTION OF STATE ROAD 25 (OAK GROVE CHURCH ROAD) IN
 DE1689'JORDAN, CONTINUE ON HIGHWAY 260  FOR 3.65 MILES TO THE STATION ON THE
 DE1689'RIGHT NEAR A POWER POLE IN THE SOUTHWEST ANGLE  OF A GRASSY DRIVEWAY
 DE1689'LEADING TO A VINYL-SIDED HOUSE NUMBER 11022. STATION IS A CONCRETE
 DE1689'POST FLUSH WITH THE GROUND AND 1.5 FEET ABOVE THE HIGHWAY, 34.0  FEET
 DE1689'WEST OF THE CENTER OF THE HIGHWAY, 3.9 FEET NORTH NORTHEAST OF THE
 DE1689'POWER POLE  WITH A SCGS REFERENCE WASHER ATTACHED, 5.1 FEET EAST
 DE1689'NORTHEAST OF A NEARBY CHAIN  LINK FENCE CORNER POST, 9.2 FEET WEST
 DE1689'SOUTHWEST OF THE SOUTH END OF A 1.2-FOOT METAL  CONCRETE PIPE CULVERT
 DE1689'BENEATH THE DRIVEWAY, 3.0 FEET NORTH OF A WITNESS POST. NOTE-STATION
 DE1689'IS INTERVISIBLE WITH SURVEY STATION 014 005. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1691 ***********************************************************************
 DE1691  DESIGNATION -  014 005 RM 1
 DE1691  PID         -  DE1691
 DE1691  STATE/COUNTY-  SC/CLARENDON
 DE1691  USGS QUAD   -  JORDAN (1987)
 DE1691
 DE1691                         *CURRENT SURVEY CONTROL
 DE1691  ___________________________________________________________________
 DE1691* NAD 83(1986)-  33 32 49.     (N)    080 12 06.     (W)     SCALED    
 DE1691* NAVD 88     -        32.359  (meters)     106.16   (feet)  ADJUSTED  
 DE1691  ___________________________________________________________________
 DE1691  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DE1691  DYNAMIC HT  -          32.326 (meters)     106.06  (feet)  COMP
 DE1691  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DE1691
 DE1691  VERT ORDER  -  FIRST     CLASS II
 DE1691
 DE1691.The horizontal coordinates were scaled from a topographic map and have
 DE1691.an estimated accuracy of +/- 6 seconds.
 DE1691
 DE1691.The orthometric height was determined by differential leveling
 DE1691.and adjusted by the National Geodetic Survey in June 1991..
 DE1691
 DE1691.The geoid height was determined by GEOID03.
 DE1691
 DE1691.The dynamic height is computed by dividing the NAVD 88
 DE1691.geopotential number by the normal gravity value computed on the
 DE1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1691.degrees latitude (g = 980.6199 gals.).
 DE1691
 DE1691.The modeled gravity was interpolated from observed gravity values.
 DE1691
 DE1691;                    North         East    Units  Estimated Accuracy
 DE1691;SPC SC       -   190,320.      683,730.      MT  (+/- 180 meters Scaled)
 DE1691
 DE1691                          SUPERSEDED SURVEY CONTROL
 DE1691
 DE1691  NGVD 29 (03/21/89)   32.655  (m)          107.14   (f) ADJUSTED    1 2
 DE1691
 DE1691.Superseded values are not recommended for survey control.
 DE1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1691.See file dsdata.txt to determine how the superseded data were derived.
 DE1691
 DE1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT741122(NAD 83)
 DE1691_MARKER: DD = SURVEY DISK
 DE1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1691_SP_SET: CONCRETE POST
 DE1691_STAMPING: RM 1 014 005 1982
 DE1691_MARK LOGO: SCGS  
 DE1691_PROJECTION: FLUSH
 DE1691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1691+STABILITY: SURFACE MOTION
 DE1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1691+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 DE1691
 DE1691  HISTORY     - Date     Condition        Report By
 DE1691  HISTORY     - 1982     MONUMENTED       SCGS
 DE1691  HISTORY     - 1984     GOOD             SCGS
 DE1691  HISTORY     - 20041012 GOOD             SCGS
 DE1691
 DE1691                          STATION DESCRIPTION
 DE1691
 DE1691'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1691'6.7 KM (4.15 MI) SOUTH FROM JORDAN.
 DE1691'6.7 KILOMETERS (4.15 MILES) SOUTH ALONG STATE HIGHWAY 260 FROM THE
 DE1691'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN, SET NEAR A POWER POLE,
 DE1691'22.71 METERS (74.5 FEET) SOUTH-SOUTHEAST OF A 70-INCH PINE TREE,
 DE1691'8.32 METERS (27.3 FEET) SOUTH OF 014 005 SCGS, 11.64 METERS (38.2
 DE1691'FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.65 METERS (8.7 FEET)
 DE1691'NORTH-NORTHWEST OF THE POWER POLE.
 DE1691'THE MARK IS 0.80 METERS  ESE FROM A WITNESS POST.
 DE1691'THE MARK IS 1.00 M ABOVE HIGHWAY.
 DE1691
 DE1691                          STATION RECOVERY (2004)
 DE1691
 DE1691'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1691'STATION IS LOCATED 10.2 MILES SOUTH OF MANNING, 9.65 MILES EAST
 DE1691'SOUTHEAST OF SUMMERTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1691'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1691'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1691'301 (WINFIELD DRIVE) AND STATE  HIGHWAY 260 (MILL STREET) IN MANNING,
 DE1691'GO SOUTH ON HIGHWAY 260 FOR 6.0 MILES TO THE  JUNCTION OF STATE ROAD
 DE1691'25 (OAK GROVE CHURCH ROAD) IN JORDAN, CONTINUE ON HIGHWAY 260  FOR 4.1
 DE1691'MILES TO THE STATION ON THE RIGHT NEAR A BILLBOARD IN THE SOUTHWEST
 DE1691'ANGLE OF A  SAND  ROAD RIGHT. STATION IS A CONCRETE POST FLUSH WITH
 DE1691'THE GROUND AND 3.5 FEET ABOVE THE  HIGHWAY, 38.4 FEET WEST SOUTHWEST
 DE1691'OF THE CENTER OF THE HIGHWAY, 27.2 FEET SOUTH OF  SURVEY STATION 014
 DE1691'005, 10.0 FEET NORTH NORTHWEST OF A POWER POLE NUMBER 16861 WITH  TWO
 DE1691'GUY WIRES, 24.6 FEET SOUTHEAST OF A 1.5-FOOT PINE TREE. RECOVERED BY
 DE1691'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1825 ***********************************************************************
 DE1825  DESIGNATION -  014 006
 DE1825  PID         -  DE1825
 DE1825  STATE/COUNTY-  SC/CLARENDON
 DE1825  USGS QUAD   -  JORDAN (1987)
 DE1825
 DE1825                         *CURRENT SURVEY CONTROL
 DE1825  ___________________________________________________________________
 DE1825* NAD 83(2001)-  33 31 21.84268(N)    080 13 49.66893(W)     ADJUSTED  
 DE1825* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 DE1825  ___________________________________________________________________
 DE1825  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DE1825  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DE1825
 DE1825  HORZ ORDER  -  SECOND
 DE1825
 DE1825.The horizontal coordinates were established by classical geodetic methods
 DE1825.and adjusted by the National Geodetic Survey in March 2004..
 DE1825
 DE1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1825
 DE1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1825
 DE1825.The geoid height was determined by GEOID03.
 DE1825
 DE1825;                    North         East     Units Scale Factor Converg.
 DE1825;SPC SC       -   187,614.400   681,073.404   MT  0.99979691   +0 25 35.9
 DE1825;SPC SC       -   615,532.81  2,234,492.80   iFT  0.99979691   +0 25 35.9
 DE1825;UTM  17      - 3,709,504.769   571,460.832   MT  0.99966296   +0 25 30.0
 DE1825
 DE1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1825!SPC SC       -   1.00000129  x   0.99979691  =   0.99979820
 DE1825!UTM  17      -   1.00000129  x   0.99966296  =   0.99966425
 DE1825
 DE1825|---------------------------------------------------------------------|
 DE1825| PID    Reference Object                     Distance      Geod. Az  |
 DE1825|                                                           dddmmss.s |
 DE1825| DE1824 117                                  70.568 METERS 10448     |
 DE1825| DE1826 014 006 AZ MK                       382.879 METERS 29845     |
 DE1825|---------------------------------------------------------------------|
 DE1825
 DE1825                          SUPERSEDED SURVEY CONTROL
 DE1825
 DE1825  NAD 83(1986)-  33 31 21.85316(N)    080 13 49.66833(W) AD(       ) 2
 DE1825  NAD 27      -  33 31 21.26921(N)    080 13 50.35782(W) AD(       ) 2
 DE1825  NGVD 29 (07/19/86)   23.9    (m)           78.     (f) VERT ANG       
 DE1825
 DE1825.Superseded values are not recommended for survey control.
 DE1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1825.See file dsdata.txt to determine how the superseded data were derived.
 DE1825
 DE1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7146109505(NAD 83)
 DE1825_MARKER: DD = SURVEY DISK
 DE1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE1825_STAMPING: HORZ 014 006 1982
 DE1825_MARK LOGO: SCGS  
 DE1825_PROJECTION: RECESSED 30 CENTIMETERS
 DE1825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1825+STABILITY: SURFACE MOTION
 DE1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1825+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 DE1825
 DE1825  HISTORY     - Date     Condition        Report By
 DE1825  HISTORY     - 1982     MONUMENTED       SCGS
 DE1825  HISTORY     - 20041027 GOOD             SCGS
 DE1825
 DE1825                          STATION DESCRIPTION
 DE1825
 DE1825'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1825'THE STATION IS LOCATED ABOUT (7.1 MI) SOUTHEAST OF DAVIS STATION
 DE1825'ABOUT (1.5 MI) EASTERLY OF THE JUNCTIONS OF S-14-396 AND S-14-469
 DE1825'OWNERSHIP---STATE OF SOUTH CAROLINA MR GEORGE WEATHERS
 DE1825'PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA S.C. 29202.
 DE1825'
 DE1825'TO REACH THE STATION FROM DAVIS STATION AT JUNCTION STATE ROAD 25 AND
 DE1825'STATE ROAD 64 GO SOUTH ON 64 FOR (5.5 M) TO SIDE RD RIGHT CHURCH ON
 DE1825'LEFT TURN RIGHT SOUTHERLY FOR (0.65 M) TO SIDE ROAD LEFT TURN LEFT ON
 DE1825'S-14-469 AND FOLLOW MAIN WINDING ROAD FOR (0.55 M) TO SIDE ROAD LEFT
 DE1825'S-14-512 (AND AZIMUTH MARK) TURN LEFT AND GO (0.2 M) TO MARK ON RIGHT.
 DE1825'
 DE1825'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1825'---014 006 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1825'INCHES IN DIAMETER RECESSED 2 INCHES BELOW THE GROUND LOCATED 5.334
 DE1825'METERS SSW FROM APPROX CENTER OF S-14-512, 0.975 METERS NNE FROM
 DE1825'METAL WITNESS POST, 15.606 METERS SW FROM POWER LINE POLE, AND 16.490
 DE1825'METERS ESE FROM CURVE ROAD SIGN.
 DE1825'
 DE1825'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1825'DISK STAMPED ---014 006 1982--- SET INTO AN IRREGULAR MASS OF
 DE1825'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1825'
 DE1825'REFERENCE MARK NO.  IS A STANDARD SOUTH CAROLINA POWER AUTHORITY DISK
 DE1825'STAMPED ---1977 NO 117--- SET INTO THE TOP OF A SQUARE CONCRETE
 DE1825'MONUMENT 9 INCHES ON SIDE RECESSED 2 INCHES BELOW THE GROUND LOCATED
 DE1825'14.874 METERS E FROM APPROX CENTER OF S-14-512 AT CURVE, 0.396 METERS
 DE1825'N FROM POWER LINE POLE, AND 4.420 METERS NNE FROM APPROX CENTER OF
 DE1825'GRAVEL DRIVE.
 DE1825'
 DE1825'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1825'STAMPED ---014 006 AZMK 1982--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1825'MONUMENT 12 INCHES IN DIAMETER RECESSED 1 INCHES BELOW THE GROUND
 DE1825'LOCATED 5.821 METERS SE FROM APPROX CENTER OF S-14-469, 7.468 METERS
 DE1825'SW FROM APPROX CENTER OF S-14-512, 0.975 METERS W FROM POWERLINE
 DE1825'POLE, AND 5.029 METERS W FROM SOUTHWEST END OF CEMENT CULVERT.
 DE1825'
 DE1825'TO REACH THE AZIMUTH MARK FROM STATION GO NORTH WESTERLY ON S-14-512
 DE1825'FOR (0.2 M) TO T INTERSECTION AND MARK ON LEFT.
 DE1825
 DE1825                          STATION RECOVERY (2004)
 DE1825
 DE1825'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1825'STATION IS LOCATED 9.15 MILES SOUTHEAST OF SUMMERTON, 11.9 MILES SOUTH
 DE1825'OF MANNING.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE1825'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE1825'FROM THE JUNCTION OVERPASS OF INTERSTATE 95 (EXIT 108) AND STATE  ROAD
 DE1825'102 (BLUFF BOULEVARD),  1.3 MILES SOUTH OF SUMMERTON, GO SOUTH ON ROAD
 DE1825'102 FOR  1.65 MILES TO THE JUNCTION OF STATE ROAD 127 (BILL DAVIS
 DE1825'ROAD), TURN LEFT ON ROAD 127 FOR  1.45 MILES TO THE JUNCTION OF STATE
 DE1825'ROAD 38 (WASH DAVIS ROAD), CONTINUE ON ROAD 127 FOR  5.0 MILES TO THE
 DE1825'JUNCTION OF STATE ROAD 64 (M.W. RICKENBAKER ROAD) AT DAVIS STATION,
 DE1825'TURN RIGHT ON ROAD 64 FOR 5.5 MILES TO THE MOUNT ZION A.M.E. CHURCH ON
 DE1825'THE LEFT AND  THE JUNCTION OF STATE ROAD 396 RIGHT, TURN RIGHT ON ROAD
 DE1825'396 FOR 0.65 MILE TO THE  JUNCTION OF STATE ROAD 469 (QUACKENBUSH
 DE1825'LANE), TURN RIGHT ON ROAD 469 FOR 0.25 MILE TO  THE JUNCTION OF STATE
 DE1825'ROAD 512 (BLACKBERRY BUSH ROAD), TURN LEFT ON ROAD 512 FOR 0.25  MILE
 DE1825'TO THE STATION ON THE RIGHT NEAR A DITCH LINE AND ACROSS THE ROAD FROM
 DE1825'A  VINYL-SIDED HOUSE NUMBER 1241. STATION IS A CONCRETE POST RECESSED
 DE1825'1.0 FOOT AND 2.5 FEET BELOW THE ROAD, 20.0  FEET SOUTH SOUTHWEST OF
 DE1825'THE CENTER OF THE ROAD, 20.0 FEET NORTHEAST OF A 2.4-FOOT  TRIPLE
 DE1825'TRUNKED MAPLE TREE ON THE SOUTH SIDE OF THE DITCH, 24.6 FEET SOUTHEAST
 DE1825'OF A  METAL SIGN (15 M.P.H. AND CURVE AHEAD SIGNS) POST, 51.8 FEET
 DE1825'WEST SOUTHWEST OF A POWER  POLE 018463/2187L/2187L WITH TRANSFORMER,
 DE1825'52.8 FEET WEST SOUTHWEST OF A TELEPHONE  JUNCTION BOX 41087/2C/9.
 DE1825'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 014 006 RECOVERED BY
 DE1825'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1826 ***********************************************************************
 DE1826  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1826  DESIGNATION -  014 006 AZ MK
 DE1826  PID         -  DE1826
 DE1826  STATE/COUNTY-  SC/CLARENDON
 DE1826  USGS QUAD   -  JORDAN (1987)
 DE1826
 DE1826                         *CURRENT SURVEY CONTROL
 DE1826  ___________________________________________________________________
 DE1826* NAD 83(2001)-  33 31 27.82054(N)    080 14 02.67707(W)     ADJUSTED  
 DE1826* NAVD 88     -        23.58   (meters)      77.4    (feet)  GPS OBS   
 DE1826  ___________________________________________________________________
 DE1826  X           -     902,832.184 (meters)                     COMP
 DE1826  Y           -  -5,245,439.266 (meters)                     COMP
 DE1826  Z           -   3,502,585.647 (meters)                     COMP
 DE1826  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DE1826  ELLIP HEIGHT-          -8.26  (meters)          (06/10/05) GPS OBS
 DE1826  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DE1826
 DE1826  HORZ ORDER  -  FIRST
 DE1826  ELLP ORDER  -  FOURTH    CLASS II
 DE1826
 DE1826.The horizontal coordinates were established by GPS observations
 DE1826.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DE1826
 DE1826.The orthometric height was determined by GPS observations and a
 DE1826.high-resolution geoid model using precise GPS observation and
 DE1826.processing techniques.
 DE1826
 DE1826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1826
 DE1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1826
 DE1826.The ellipsoidal height was determined by GPS observations
 DE1826.and is referenced to NAD 83.
 DE1826
 DE1826.The geoid height was determined by GEOID03.
 DE1826
 DE1826;                    North         East     Units Scale Factor Converg.
 DE1826;SPC SC       -   187,796.038   680,736.441   MT  0.99979684   +0 25 28.7
 DE1826;SPC SC       -   616,128.73  2,233,387.27   iFT  0.99979684   +0 25 28.7
 DE1826;UTM  17      - 3,709,686.393   571,123.919   MT  0.99966236   +0 25 22.9
 DE1826
 DE1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1826!SPC SC       -   1.00000130  x   0.99979684  =   0.99979814
 DE1826!UTM  17      -   1.00000130  x   0.99966236  =   0.99966366
 DE1826
 DE1826                          SUPERSEDED SURVEY CONTROL
 DE1826
 DE1826  NAD 83(2001)-  33 31 27.82080(N)    080 14 02.67832(W) AD(       ) 2
 DE1826  NAD 83(1986)-  33 31 27.83128(N)    080 14 02.67771(W) AD(       ) 2
 DE1826  NAD 27      -  33 31 27.24730(N)    080 14 03.36694(W) AD(       ) 2
 DE1826  NGVD 29 (07/19/86)   24.4    (m)           80.     (f) VERT ANG       
 DE1826
 DE1826.Superseded values are not recommended for survey control.
 DE1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1826.See file dsdata.txt to determine how the superseded data were derived.
 DE1826
 DE1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7112409686(NAD 83)
 DE1826_MARKER: DD = SURVEY DISK
 DE1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1826_SP_SET: CONCRETE POST
 DE1826_STAMPING: 014 006 AZ MK 1982
 DE1826_MARK LOGO: SCGS  
 DE1826_PROJECTION: RECESSED 15 CENTIMETERS
 DE1826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1826+STABILITY: SURFACE MOTION
 DE1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1826+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 DE1826
 DE1826  HISTORY     - Date     Condition        Report By
 DE1826  HISTORY     - 1982     MONUMENTED       SCGS
 DE1826  HISTORY     - 19930920 GOOD             SCGS
 DE1826  HISTORY     - 20041011 GOOD             SCGS
 DE1826
 DE1826                          STATION DESCRIPTION
 DE1826
 DE1826'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1826'STATION IS LOCATED 8.9 MILES (14.3 KM) SOUTHEAST OF SUMMERTON, 11.6
 DE1826'MILES (18.7 KM) SOUTH OF MANNING. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1826'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1826'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1826'301 AND STATE HIGHWAY 260 IN MANNING, GO SOUTH ON HIGHWAY 260 FOR 6.2
 DE1826'MILES (10.0 KM) TO THE JUNCTION OF STATE ROAD 25 IN JORDAN, TURN
 DE1826'RIGHT ON ROAD 25 FOR 3.3 MILES (5.3 KM) TO THE JUNCTION OF STATE ROAD
 DE1826'64, TURN LEFT ON ROAD 64 FOR 5.5 MILES (8.9 KM) TO THE MOUNT ZION
 DE1826'CHURCH ON THE LEFT AND A PAVED ROAD RIGHT (LAKE MARION SHORES), TURN
 DE1826'RIGHT ON THE PAVED ROAD FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF
 DE1826'STATE ROAD 469, TURN LEFT ON ROAD 469 FOR 0.55 MILE (0.89 KM) TO THE
 DE1826'JUNCTION OF STATE ROAD 512 AND THE STATION NEAR A POWER POLE IN THE
 DE1826'SOUTHEAST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST RECESSED
 DE1826'0.1 FOOT, 5.8 METERS (19.0 FT) SOUTHEAST OF THE CENTER OF ROAD 469,
 DE1826'7.5 METERS (24.6 FT) SOUTHWEST OF THE CENTER OF ROAD 512, 1.0 METER
 DE1826'(3.3 FT) WEST OF THE POWER POLE, 5.0 METERS (16.4 FT) WEST OF THE
 DE1826'SOUTHWEST END OF A CONCRETE CULVERT.
 DE1826
 DE1826                          STATION RECOVERY (2004)
 DE1826
 DE1826'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1826'STATION IS LOCATED 8.9 MILES SOUTHEAST OF SUMMERTON, 11.8 MILES SOUTH
 DE1826'OF MANNING.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE1826'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE1826'FROM THE JUNCTION OVERPASS OF INTERSTATE 95 (EXIT 108) AND STATE  ROAD
 DE1826'102 (BLUFF BOULEVARD),  1.3 MILES SOUTH OF SUMMERTON, GO SOUTH ON ROAD
 DE1826'102 FOR  1.65 MILES TO THE JUNCTION OF STATE ROAD 127 (BILL DAVIS
 DE1826'ROAD), TURN LEFT ON ROAD 127 FOR  1.45 MILES TO THE JUNCTION OF STATE
 DE1826'ROAD 38 (WASH DAVIS ROAD), CONTINUE ON ROAD 127 FOR  5.0 MILES TO THE
 DE1826'JUNCTION OF STATE ROAD 64 (M.W. RICKENBAKER ROAD) AT DAVIS STATION,
 DE1826'TURN RIGHT ON ROAD 64 FOR 5.5 MILES TO THE MOUNT ZION A.M.E. CHURCH ON
 DE1826'THE LEFT AND  THE JUNCTION OF STATE ROAD 396 RIGHT, TURN RIGHT ON ROAD
 DE1826'396 FOR 0.65 MILE TO THE  JUNCTION OF STATE ROAD 469 (QUACKENBUSH
 DE1826'LANE), TURN RIGHT ON ROAD 469 FOR 0.25 MILE TO  THE STATION ON THE
 DE1826'LEFT NEAR A POWER POLE IN THE SOUTH ANGLE OF THE JUNCTION OF STATE
 DE1826'ROAD 512 (BLACKBERRY BUSH ROAD). STATION IS A CONCRETE POST RECESSED
 DE1826'0.5 FOOT AND LEVEL WITH THE ROADS, 52.0 FEET WEST  SOUTHWEST OF SURVEY
 DE1826'MARKER 116, 22.5 FEET SOUTH SOUTHWEST OF THE CENTER OF ROAD 512,  18.1
 DE1826'FEET EAST SOUTHEAST OF THE CENTER OF ROAD 469, 3.8 FEET WEST OF THE
 DE1826'POWER POLE  WITH TWO GUY WIRES, 40.4 FEET NORTHWEST OF A LARGE
 DE1826'2.3-FOOT MAPLE TREE IN THE FRONT  YARD OF A VINYL-SIDED HOUSE NUMBER
 DE1826'1573, 16.6 FEET WEST NORTHWEST OF THE WEST END OF A  1.2-FOOT CONCRETE
 DE1826'PIPE CULVERT BENEATH ROAD 469, 3.4 FEET WEST OF A WITNESS POST.
 DE1826'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 014 006. RECOVERED BY
 DE1826'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1834 ***********************************************************************
 DE1834  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1834  DESIGNATION -  014 007
 DE1834  PID         -  DE1834
 DE1834  STATE/COUNTY-  SC/CLARENDON
 DE1834  USGS QUAD   -  SUMMERTON (1979)
 DE1834
 DE1834                         *CURRENT SURVEY CONTROL
 DE1834  ___________________________________________________________________
 DE1834* NAD 83(2001)-  33 31 44.87377(N)    080 19 20.33639(W)     ADJUSTED  
 DE1834* NAVD 88     -        24.37   (meters)      80.0    (feet)  GPS OBS   
 DE1834  ___________________________________________________________________
 DE1834  X           -     894,704.193 (meters)                     COMP
 DE1834  Y           -  -5,246,538.150 (meters)                     COMP
 DE1834  Z           -   3,503,024.142 (meters)                     COMP
 DE1834  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DE1834  ELLIP HEIGHT-          -7.34  (meters)          (06/10/05) GPS OBS
 DE1834  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DE1834
 DE1834  HORZ ORDER  -  FIRST
 DE1834  ELLP ORDER  -  FOURTH    CLASS II
 DE1834
 DE1834.The horizontal coordinates were established by GPS observations
 DE1834.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DE1834
 DE1834.The orthometric height was determined by GPS observations and a
 DE1834.high-resolution geoid model using precise GPS observation and
 DE1834.processing techniques.
 DE1834
 DE1834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1834
 DE1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1834
 DE1834.The ellipsoidal height was determined by GPS observations
 DE1834.and is referenced to NAD 83.
 DE1834
 DE1834.The geoid height was determined by GEOID03.
 DE1834
 DE1834;                    North         East     Units Scale Factor Converg.
 DE1834;SPC SC       -   188,264.082   672,537.798   MT  0.99979664   +0 22 32.5
 DE1834;SPC SC       -   617,664.31  2,206,488.84   iFT  0.99979664   +0 22 32.5
 DE1834;UTM  17      - 3,710,154.583   562,926.447   MT  0.99964882   +0 22 27.6
 DE1834
 DE1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1834!SPC SC       -   1.00000115  x   0.99979664  =   0.99979779
 DE1834!UTM  17      -   1.00000115  x   0.99964882  =   0.99964997
 DE1834
 DE1834|---------------------------------------------------------------------|
 DE1834| PID    Reference Object                     Distance      Geod. Az  |
 DE1834|                                                           dddmmss.s |
 DE1834| DE2589 014 007 RM 1                         19.058 METERS 04851     |
 DE1834| DE1835 014 007 AZ MK                       APPROX. 0.5 KM 2113405.1 |
 DE1834|---------------------------------------------------------------------|
 DE1834
 DE1834                          SUPERSEDED SURVEY CONTROL
 DE1834
 DE1834  NAD 83(2001)-  33 31 44.87420(N)    080 19 20.33834(W) AD(       ) 2
 DE1834  NAD 83(1986)-  33 31 44.88434(N)    080 19 20.33760(W) AD(       ) 2
 DE1834  NAD 27      -  33 31 44.29493(N)    080 19 21.03021(W) AD(       ) 2
 DE1834  NGVD 29 (07/19/86)   25.1    (m)           82.     (f) VERT ANG       
 DE1834
 DE1834.Superseded values are not recommended for survey control.
 DE1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1834.See file dsdata.txt to determine how the superseded data were derived.
 DE1834
 DE1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT6292610155(NAD 83)
 DE1834_MARKER: DD = SURVEY DISK
 DE1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1834_STAMPING: HORZ 014 007 1982
 DE1834_MARK LOGO: SCGS  
 DE1834_PROJECTION: FLUSH
 DE1834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1834+STABILITY: SURFACE MOTION
 DE1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1834+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 DE1834
 DE1834  HISTORY     - Date     Condition        Report By
 DE1834  HISTORY     - 1982     MONUMENTED       SCGS
 DE1834  HISTORY     - 20041007 GOOD             SCGS
 DE1834
 DE1834                          STATION DESCRIPTION
 DE1834
 DE1834'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1834'THE STATION IS LOCATED ABOUT (1.7 MI) NORTHWEST OF GOAT ISLAND AT THE
 DE1834'JUNCTIONS OF S-14-375 AND S-14-376 OWNERSHIP---STATE OF SOUTH
 DE1834'CAROLINA MR GEORGE WEATHERS PRE-CONSTRUCTION ENGINEER PO BOX 191
 DE1834'COLUMBIA SC 29202.
 DE1834'
 DE1834'TO REACH THE STATION FROM JUNCTIONS OF US HIGHWAY 301 STATE ROUTE 15
 DE1834'AND COUNTY ROUTE S-14-373 (APPROXIMATELY (3.0 MI) SOUTH OF SUMMERTON)
 DE1834'GO SOUTHEAST ON S-14-373 FOR (7.0 MI) TO COUNTY ROUTE S-14-38 TURN
 DE1834'RIGHT AND GO SOUTHEAST ON S-14-38 FOR (0.25 MI) TO A SIDE ROAD LEFT
 DE1834'TURN LEFT AND GO NORTHEAST ON S-8-375 FOR (0.5 MI) TO CROSSROAD
 DE1834'S-14-376 AND STATION ON LEFT.
 DE1834'
 DE1834'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1834'---014 007 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1834'INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND LOCATED
 DE1834'10.393 METERS W FROM APPROX CENTER OF S-14-375, 9.174 METERS S FROM
 DE1834'APPROX CENTER OF S-8-376, 1.036 METERS W FROM METAL WITNESS POST,
 DE1834'4.389 METERS NNE FROM POWER POLE, AND 8.595 METERS ENE FROM EAST
 DE1834'CORNER OF WHITE BLOCK BUILDING.
 DE1834'
 DE1834'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1834'DISK STAMPED ---014 007 1982--- SET INTO AN IRREGULAR MASS OF
 DE1834'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1834'
 DE1834'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1834'DISK STAMPED ---014 007 1982 RM1--- SET INTO THE TOP OF A ROUND
 DE1834'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1834'5.517 METERS N FROM APPROX CENTER OF S-8-376, 8.595 METERS NNW FROM
 DE1834'INTERSECTION OF S-14-375 - S-8-376, 4.023 METERS W FROM METAL WITNESS
 DE1834'POST, 14.966 METERS E FROM APPROX CENTER OF CEMENT DRIVEWAY, AND 1
 DE1834'FEET HIGHER THAN THE STATION.
 DE1834'
 DE1834'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1834'STAMPED ---014 007 1982 AZMK--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1834'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.163
 DE1834'METERS WNW FROM APPROX CENTER OF S-14-375, 0.732 METERS E FROM POWER
 DE1834'POLE, 0.579 METERS E FROM METAL WITNESS POST, AND 6.004 METERS SW
 DE1834'FROM FENCE CORNER POST.
 DE1834'
 DE1834'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTHWEST ON S-14-375 FOR
 DE1834'(0.3 MI) TO MARK ON RIGHT.
 DE1834
 DE1834                          STATION RECOVERY (2004)
 DE1834
 DE1834'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1834'STATION IS LOCATED 5.7 MILES SOUTH SOUTHEAST OF SUMMERTON, 13.1 MILES
 DE1834'SOUTH SOUTHWEST  OF MANNING. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1834'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE1834'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE1834'INTERSTATE 95 (EXIT 108) AND STATE  ROAD 102 (BLUFF BOULEVARD),  1.3
 DE1834'MILES SOUTH OF SUMMERTON, GO SOUTH ON ROAD 102 FOR  1.65 MILES TO THE
 DE1834'JUNCTION OF STATE ROAD 127 (BILL DAVIS ROAD), TURN LEFT ON ROAD 127
 DE1834'FOR  1.45 MILES TO THE JUNCTION OF STATE ROAD 38 (WASH DAVIS ROAD),
 DE1834'TURN RIGHT ON  ROAD 38 FOR 3.45 MILES TO THE JUNCTION OF STATE ROAD
 DE1834'375 (BENBOW DRIVE), TURN  LEFT ON ROAD 375 FOR 0.5 MILE TO THE STATION
 DE1834'ON THE LEFT NEAR A POWER POLE IN  THE SOUTHWEST ANGLE OF THE JUNCTION
 DE1834'OF STATE ROAD 376 (WATERS EDGE DRIVE). STATION IS A CONCRETE POST
 DE1834'FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS,  31.5 FEET WEST
 DE1834'NORTHWEST OF THE CENTER OF ROAD 375, 29.6 FEET SOUTH OF THE  CENTER OF
 DE1834'ROAD 376, 15.5 FEET NORTH NORTHEAST OF THE POWER POLE WITH FOUR  GUY
 DE1834'WIRES, 20.5 FEET EAST NORTHEAST OF A POWER LINE STUB POLE, 62.5 FEET
 DE1834'SOUTHWEST OF SURVEY STATION 014 007 RM 1, 3.8 FEET WEST OF A WITNESS
 DE1834'POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 014 007 AZ
 DE1834'MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1835 ***********************************************************************
 DE1835  DESIGNATION -  014 007 AZ MK
 DE1835  PID         -  DE1835
 DE1835  STATE/COUNTY-  SC/CLARENDON
 DE1835  USGS QUAD   -  SUMMERTON (1979)
 DE1835
 DE1835                         *CURRENT SURVEY CONTROL
 DE1835  ___________________________________________________________________
 DE1835* NAD 83(2001)-  33 31 30.60632(N)    080 19 30.80310(W)     ADJUSTED  
 DE1835* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 DE1835  ___________________________________________________________________
 DE1835  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DE1835  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 DE1835
 DE1835  HORZ ORDER  -  SECOND
 DE1835
 DE1835.The horizontal coordinates were established by classical geodetic methods
 DE1835.and adjusted by the National Geodetic Survey in March 2004..
 DE1835
 DE1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1835
 DE1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1835
 DE1835.The geoid height was determined by GEOID03.
 DE1835
 DE1835;                    North         East     Units Scale Factor Converg.
 DE1835;SPC SC       -   187,822.842   672,270.654   MT  0.99979681   +0 22 26.7
 DE1835;SPC SC       -   616,216.67  2,205,612.38   iFT  0.99979681   +0 22 26.7
 DE1835;UTM  17      - 3,709,713.415   562,659.332   MT  0.99964840   +0 22 21.7
 DE1835
 DE1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1835!SPC SC       -   1.00000100  x   0.99979681  =   0.99979781
 DE1835!UTM  17      -   1.00000100  x   0.99964840  =   0.99964940
 DE1835
 DE1835                          SUPERSEDED SURVEY CONTROL
 DE1835
 DE1835  NAD 83(1986)-  33 31 30.61646(N)    080 19 30.80233(W) AD(       ) 2
 DE1835  NAD 27      -  33 31 30.02648(N)    080 19 31.49424(W) AD(       ) 2
 DE1835  NGVD 29 (07/19/86)   25.6    (m)           84.     (f) VERT ANG       
 DE1835
 DE1835.Superseded values are not recommended for survey control.
 DE1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1835.See file dsdata.txt to determine how the superseded data were derived.
 DE1835
 DE1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT6265909713(NAD 83)
 DE1835_MARKER: DD = SURVEY DISK
 DE1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1835_SP_SET: CONCRETE POST
 DE1835_STAMPING: 014 007 1982 AZ MK
 DE1835_MARK LOGO: SCGS  
 DE1835_PROJECTION: FLUSH
 DE1835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1835+STABILITY: SURFACE MOTION
 DE1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1835+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 DE1835
 DE1835  HISTORY     - Date     Condition        Report By
 DE1835  HISTORY     - 1982     MONUMENTED       SCGS
 DE1835  HISTORY     - 19930920 GOOD             SCGS
 DE1835  HISTORY     - 20041007 GOOD             SCGS
 DE1835
 DE1835                          STATION DESCRIPTION
 DE1835
 DE1835'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1835'STATION IS LOCATED 5.9 MILES (9.5 KM) SOUTH SOUTHEAST OF SUMMERTON.
 DE1835'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1835'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1835'JUNCTION OF U.S. HIGHWAYS 301, 15 AND STATE ROAD 26 IN SUMMERTON, GO
 DE1835'SOUTH ON HIGHWAYS 15 AND 301 FOR 3.4 MILES (5.5 KM) TO THE JUNCTION
 DE1835'OF STATE ROAD 373, TURN LEFT ON ROAD 373 FOR 7.0 MILES (11.3 KM) TO
 DE1835'THE JUNCTION OF STATE ROAD 38, TURN RIGHT ON ROAD 38 FOR 0.25 MILE
 DE1835'(0.40 KM) TO THE JUNCTION OF STATE ROAD 375, TURN LEFT ON ROAD 375
 DE1835'FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE.
 DE1835'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 7.2 METERS
 DE1835'(23.6 FT) WEST NORTHWEST OF THE CENTER OF THE ROAD, 0.7 METER
 DE1835'(2.3 FT) EAST OF THE POWER POLE, 0.6 METER (2.0 FT) EAST OF A WITNESS
 DE1835'POST, 6.0 METERS (19.7 FT) SOUTHWEST OF A FENCE CORNER POST.
 DE1835
 DE1835                          STATION RECOVERY (2004)
 DE1835
 DE1835'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1835'STATION IS LOCATED 5.9 MILES SOUTH SOUTHEAST OF SUMMERTON, 13.4 MILES
 DE1835'SOUTH SOUTHWEST  OF MANNING. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1835'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE1835'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE1835'INTERSTATE 95 (EXIT 108) AND STATE  ROAD 102 (BLUFF BOULEVARD),  1.3
 DE1835'MILES SOUTH OF SUMMERTON, GO SOUTH ON ROAD 102 FOR 1.65  MILES TO THE
 DE1835'JUNCTION OF STATE ROAD 127 (BILL DAVIS ROAD), TURN LEFT ON ROAD 127
 DE1835'FOR 1.45  MILES TO THE JUNCTION OF STATE ROAD 38 (WASH DAVIS ROAD),
 DE1835'TURN RIGHT ON ROAD 38 FOR 3.45  MILES TO THE JUNCTION OF STATE ROAD
 DE1835'375 (BENBOW DRIVE), TURN LEFT ON ROAD 375 FOR 0.15  MILE TO THE
 DE1835'STATION ON THE LEFT NEAR A POWER POLE AND A LARGE SQUARE ELECTRICAL
 DE1835'BOX. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 DE1835'THE ROAD,  28.6 FEET WEST NORTHWEST OF THE CENTER OF THE ROAD, 2.7
 DE1835'FEET EAST OF THE POWER POLE  NUMBER 009865/822, 5.4 FEET NORTHEAST OF
 DE1835'THE EAST CORNER OF THE ELECTRICAL UNIT, 46.4  FEET SOUTH SOUTHEAST OF
 DE1835'A SECURITY LIGHT POLE, 69.2 FEET SOUTHWEST OF THE SOUTHWEST  END OF A
 DE1835'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A CONCRETE DRIVEWAY TO A
 DE1835'WOODEN HOUSE NUMBER 1183, 2.2 FEET EAST OF A WITNESS POST.
 DE1835'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 014 007. RECOVERED BY
 DE1835'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1974 ***********************************************************************
 DE1974  DESIGNATION -  014 008
 DE1974  PID         -  DE1974
 DE1974  STATE/COUNTY-  SC/CLARENDON
 DE1974  USGS QUAD   -  EUTAWVILLE (1979)
 DE1974
 DE1974                         *CURRENT SURVEY CONTROL
 DE1974  ___________________________________________________________________
 DE1974* NAD 83(2001)-  33 28 59.18877(N)    080 20 55.13328(W)     ADJUSTED  
 DE1974* NAVD 88     -        23.7    (meters)      78.     (feet)  VERTCON   
 DE1974  ___________________________________________________________________
 DE1974  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DE1974  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 DE1974
 DE1974  HORZ ORDER  -  SECOND
 DE1974
 DE1974.The horizontal coordinates were established by classical geodetic methods
 DE1974.and adjusted by the National Geodetic Survey in March 2004..
 DE1974
 DE1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1974
 DE1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1974
 DE1974.The geoid height was determined by GEOID03.
 DE1974
 DE1974;                    North         East     Units Scale Factor Converg.
 DE1974;SPC SC       -   183,144.852   670,124.451   MT  0.99979891   +0 21 40.0
 DE1974;SPC SC       -   600,868.94  2,198,571.03   iFT  0.99979891   +0 21 40.0
 DE1974;UTM  17      - 3,705,036.190   560,513.325   MT  0.99964514   +0 21 33.7
 DE1974
 DE1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1974!SPC SC       -   1.00000125  x   0.99979891  =   0.99980016
 DE1974!UTM  17      -   1.00000125  x   0.99964514  =   0.99964639
 DE1974
 DE1974:                Primary Azimuth Mark                     Grid Az
 DE1974:SPC SC       -  014 008 AZ MK                            049 23 57.4
 DE1974:UTM  17      -  014 008 AZ MK                            049 24 03.7
 DE1974
 DE1974|---------------------------------------------------------------------|
 DE1974| PID    Reference Object                     Distance      Geod. Az  |
 DE1974|                                                           dddmmss.s |
 DE1974| DE1972 014 008 AZ MK                       APPROX. 0.5 KM 0494537.4 |
 DE1974| DE2590 014 008 RM 1                         15.328 METERS 33643     |
 DE1974|---------------------------------------------------------------------|
 DE1974
 DE1974                          SUPERSEDED SURVEY CONTROL
 DE1974
 DE1974  NAD 83(1986)-  33 28 59.19918(N)    080 20 55.13231(W) AD(       ) 2
 DE1974  NAD 27      -  33 28 58.59593(N)    080 20 55.81950(W) AD(       ) 2
 DE1974  NGVD 29 (07/19/86)   24.0    (m)           79.     (f) VERT ANG       
 DE1974
 DE1974.Superseded values are not recommended for survey control.
 DE1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1974.See file dsdata.txt to determine how the superseded data were derived.
 DE1974
 DE1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT6051305036(NAD 83)
 DE1974_MARKER: DD = SURVEY DISK
 DE1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE1974
 DE1974  HISTORY     - Date     Condition        Report By
 DE1974  HISTORY     - 1982     MONUMENTED       SCGS
 DE1974  HISTORY     - 20041004 MARK NOT FOUND   SCGS
 DE1974
 DE1974                          STATION DESCRIPTION
 DE1974
 DE1974'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1974'THE STATION IS LOCATED ABOUT (3.0 MI) SOUTH SOUTHEAST OF GOAT ISLAND
 DE1974'AND ON THE NEW EARTHEN DYKE OWNERSHIP---SANTE COOPER POWER AUTHORITY
 DE1974'FOR INFORMATION CONTACT SANTEE COOPER SURVEY SECTION MONCKS CORNER
 DE1974'SOUTH CAROLINA 803-899-2121.
 DE1974'
 DE1974'TO REACH THE STATION FROM JUCNTIONS OF US HIGHWAY 301 STATE ROUTE 15
 DE1974'AND COUNTY ROUTE S-14-373 (APPROX 3.0 MI SOUTH OF SUMMERTON) GO
 DE1974'SOUTHEAST ON S-14-373 FOR (2.2 MI) TO A GRAVELED RD RIGHT JUST BEFOR
 DE1974'REACHING CURVE IN ROAD TURN RIGHT ON GRAVEL ROAD FOR (2.8 MI) TO
 DE1974'PAVED ROAD S-14-400 BEAR LEFT SOUTH EAST FOR (2.0 MI) TO END OF PAVED
 DE1974'ROAD AND ROAD BEARING RIGHT KEEP FORWARD AND GO (1.1 MI) TO ROAD
 DE1974'BEARING RIGHT KEEP STRAIGHT AHEAD FOR (0.35 MI) TO LOCKED GATE PASS
 DE1974'THROUGH GATE FOR (0.5 MI) TO MAIN ROAD GOING LEFT AND FIELD ROAD
 DE1974'GOING STRAIGHT GO STRAIGHT FOR (0.15 MI) TO NEW EARTHEN DYKE AND
 DE1974'STATION.
 DE1974'
 DE1974'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1974'---014 008 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1974'INCHES IN DIAMETER RECESSED 7 INCHES BELOW THE GROUND LOCATED 2.164
 DE1974'METERS NNW FROM APPROX CENTER OF DYKE, 5.029 METERS NNW FROM SOUTH
 DE1974'EDGE OF DYKE, 1.707 METERS SSE FROM METAL WITNESS POST, AND 10.211
 DE1974'METERS WSW FROM APPROX CENTER OF SIDE ROAD.
 DE1974'
 DE1974'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1974'DISK STAMPED ---014 008 1982--- SET INTO AN IRREGULAR MASS OF
 DE1974'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1974'
 DE1974'REFERENCE MARK NO.  IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1974'STAMPED ---014 008 RM1 1982--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1974'MONUMENT 12 INCHES IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND
 DE1974'LOCATED 5.212 METERS SW FROM APPROX CENTER OF SIDE ROAD, 17.404
 DE1974'METERS NW FROM APPROX CENTER OF DYKE, 0.823 METERS SW FROM METAL
 DE1974'WITNESS POST, AND 2 FEET LOWER THAN THE STATION.
 DE1974'
 DE1974'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1974'STAMPED ---014 008 AZMK 1982--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1974'MONUMENT 12 INCHES IN DIAMETER RECESSED 6 INCHES BELOW THE GROUND
 DE1974'LOCATED 7.5 FEET N FROM APPROX CENTER OF DYKE, 5.6 FEET S FROM METAL
 DE1974'WITNESS POST, AND 16.4 FEET N FROM SOUTH EDGE OF DYKE.
 DE1974'
 DE1974'TO REACH THE AZIMUTH MARK FROM STATION GO EAST ON DYKE FOR (0.25 MI)
 DE1974'TO MARK ON LEFT.
 DE1974
 DE1974                          STATION RECOVERY (2004)
 DE1974
 DE1974'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1974'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1974'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1974'LOCATE THIS STATION WITH NO  RESULTS, AREA NEWLY BUILT UP AS A NEW
 DE1974'DIKE, STATION POSSIBLY BENEATH 4 TO 5 FEET OF CLAY.  RECOVERY BY T.
 DE1974'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1972 ***********************************************************************
 DE1972  DESIGNATION -  014 008 AZ MK
 DE1972  PID         -  DE1972
 DE1972  STATE/COUNTY-  SC/CLARENDON
 DE1972  USGS QUAD   -  EUTAWVILLE (1979)
 DE1972
 DE1972                         *CURRENT SURVEY CONTROL
 DE1972  ___________________________________________________________________
 DE1972* NAD 83(2001)-  33 29 10.07506(N)    080 20 39.78062(W)     ADJUSTED  
 DE1972* NAVD 88     -        24.5    (meters)      80.     (feet)  VERTCON   
 DE1972  ___________________________________________________________________
 DE1972  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DE1972  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 DE1972
 DE1972  HORZ ORDER  -  SECOND
 DE1972
 DE1972.The horizontal coordinates were established by classical geodetic methods
 DE1972.and adjusted by the National Geodetic Survey in March 2004..
 DE1972
 DE1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1972
 DE1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1972
 DE1972.The geoid height was determined by GEOID03.
 DE1972
 DE1972;                    North         East     Units Scale Factor Converg.
 DE1972;SPC SC       -   183,482.681   670,518.593   MT  0.99979874   +0 21 48.5
 DE1972;SPC SC       -   601,977.30  2,199,864.15   iFT  0.99979874   +0 21 48.5
 DE1972;UTM  17      - 3,705,373.955   560,907.417   MT  0.99964573   +0 21 42.3
 DE1972
 DE1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1972!SPC SC       -   1.00000113  x   0.99979874  =   0.99979987
 DE1972!UTM  17      -   1.00000113  x   0.99964573  =   0.99964686
 DE1972
 DE1972                          SUPERSEDED SURVEY CONTROL
 DE1972
 DE1972  NAD 83(1986)-  33 29 10.08549(N)    080 20 39.77967(W) AD(       ) 2
 DE1972  NAD 27      -  33 29 09.48286(N)    080 20 40.46766(W) AD(       ) 2
 DE1972  NGVD 29 (07/19/86)   24.8    (m)           81.     (f) VERT ANG       
 DE1972
 DE1972.Superseded values are not recommended for survey control.
 DE1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1972.See file dsdata.txt to determine how the superseded data were derived.
 DE1972
 DE1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT6090705374(NAD 83)
 DE1972_MARKER: DD = SURVEY DISK
 DE1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1972_SP_SET: CONCRETE POST
 DE1972_STAMPING: 014 008 AZ MK 1982
 DE1972_MARK LOGO: SCGS  
 DE1972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1972+STABILITY: SURFACE MOTION
 DE1972
 DE1972  HISTORY     - Date     Condition        Report By
 DE1972  HISTORY     - 1982     MONUMENTED       SCGS
 DE1972  HISTORY     - 19930920 GOOD             SCGS
 DE1972  HISTORY     - 20041004 MARK NOT FOUND   SCGS
 DE1972
 DE1972                          STATION DESCRIPTION
 DE1972
 DE1972'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1972'STATION IS LOCATED 8.5 MILES (13.7 KM) SOUTH OF SUMMERTON, AT THE EDGE
 DE1972'OF LAKE MARION. OWNERSHIP--SANTEE COOPER. TO REACH THE STATION FROM
 DE1972'THE JUNCTION OF U.S. HIGHWAYS 301, 15 AND STATE ROAD 26 IN SUMMERTON,
 DE1972'GO SOUTH ON HIGHWAYS 15 AND 301 FOR 3.4 MILES (5.5 KM) TO THE
 DE1972'JUNCTION OF STATE ROAD 373, TURN LEFT ON ROAD 373 FOR 2.2 MILES
 DE1972'(3.5 KM) TO A GRAVEL ROAD RIGHT JUST BEFORE REACHING A CURVE, TURN
 DE1972'RIGHT ON THE GRAVEL ROAD FOR 2.8 MILES (4.5 KM) TO A PAVED ROAD
 DE1972'(STATE ROAD 400), BEAR LEFT ON ROAD 400 FOR 2.0 MILES (3.2 KM) TO THE
 DE1972'END OF PAVEMENT AND A ROAD BEARING RIGHT, CONTINUE AHEAD FOR 1.1
 DE1972'MILES (1.8 KM) TO A ROAD BEARING RIGHT, CONTINUE AHEAD FOR 0.35 MILE
 DE1972'(0.56 KM) TO A LOCKED GATE, PASS THROUGH GATE FOR 0.5 MILE (0.8 KM)
 DE1972'TO A MAIN ROAD GOING LEFT AND A FIELD ROAD GOING STRAIGHT, GO STRAIGHT
 DE1972'FOR 0.15 MILE (0.24 KM) TO A DIKE, CONTINUE EAST ON THE DIKE FOR 0.25
 DE1972'MILE (0.40 KM) TO THE STATION ON THE LEFT. STATION IS A CONCRETE POST
 DE1972'RECESSED 0.6 FOOT, 7.5 FEET (2.3 M) NORTH OF THE CENTER OF THE DIKE,
 DE1972'5.6 FEET (1.7 M) SOUTH OF A WITNESS POST, 16.4 FEET (5.0 M) NORTH OF
 DE1972'THE SOUTH EDGE OF THE DIKE.
 DE1972
 DE1972                          STATION RECOVERY (2004)
 DE1972
 DE1972'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1972'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1972'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1972'LOCATE THIS STATION WITH NO  RESULTS, AREA NEWLY BUILT UP AS A NEW
 DE1972'DIKE, STATION POSSIBLY BENEATH 4 TO 5 FEET OF CLAY.  RECOVERY BY T.
 DE1972'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1831 ***********************************************************************
 DE1831  DESIGNATION -  014 009
 DE1831  PID         -  DE1831
 DE1831  STATE/COUNTY-  SC/CLARENDON
 DE1831  USGS QUAD   -  SUMMERTON (1979)
 DE1831
 DE1831                         *CURRENT SURVEY CONTROL
 DE1831  ___________________________________________________________________
 DE1831* NAD 83(2001)-  33 31 17.89551(N)    080 18 20.04967(W)     ADJUSTED  
 DE1831* NAVD 88     -        23.5    (meters)      77.     (feet)  VERTCON   
 DE1831  ___________________________________________________________________
 DE1831  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 DE1831  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DE1831
 DE1831  HORZ ORDER  -  SECOND
 DE1831
 DE1831.The horizontal coordinates were established by classical geodetic methods
 DE1831.and adjusted by the National Geodetic Survey in March 2004..
 DE1831
 DE1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1831
 DE1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1831
 DE1831.The geoid height was determined by GEOID03.
 DE1831
 DE1831;                    North         East     Units Scale Factor Converg.
 DE1831;SPC SC       -   187,443.410   674,098.620   MT  0.99979696   +0 23 06.0
 DE1831;SPC SC       -   614,971.82  2,211,609.65   iFT  0.99979696   +0 23 06.0
 DE1831;UTM  17      - 3,709,333.992   564,487.019   MT  0.99965127   +0 23 00.6
 DE1831
 DE1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1831!SPC SC       -   1.00000129  x   0.99979696  =   0.99979825
 DE1831!UTM  17      -   1.00000129  x   0.99965127  =   0.99965256
 DE1831
 DE1831:                Primary Azimuth Mark                     Grid Az
 DE1831:SPC SC       -  014 009 AZ MK                            071 41 12.7
 DE1831:UTM  17      -  014 009 AZ MK                            071 41 18.1
 DE1831
 DE1831|---------------------------------------------------------------------|
 DE1831| PID    Reference Object                     Distance      Geod. Az  |
 DE1831|                                                           dddmmss.s |
 DE1831| DE1830 014 009 AZ MK                       APPROX. 0.7 KM 0720418.7 |
 DE1831| DE2591 014 009 RM 1                          8.635 METERS 23712     |
 DE1831|---------------------------------------------------------------------|
 DE1831
 DE1831                          SUPERSEDED SURVEY CONTROL
 DE1831
 DE1831  NAD 83(1986)-  33 31 17.90573(N)    080 18 20.04890(W) AD(       ) 2
 DE1831  NAD 27      -  33 31 17.31685(N)    080 18 20.74248(W) AD(       ) 2
 DE1831  NGVD 29 (07/19/86)   23.8    (m)           78.     (f) VERT ANG       
 DE1831
 DE1831.Superseded values are not recommended for survey control.
 DE1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1831.See file dsdata.txt to determine how the superseded data were derived.
 DE1831
 DE1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT6448709334(NAD 83)
 DE1831_MARKER: DD = SURVEY DISK
 DE1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE1831
 DE1831  HISTORY     - Date     Condition        Report By
 DE1831  HISTORY     - 1982     MONUMENTED       SCGS
 DE1831  HISTORY     - 20041007 MARK NOT FOUND   SCGS
 DE1831
 DE1831                          STATION DESCRIPTION
 DE1831
 DE1831'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1831'THE STATION IS LOCATED ABOUT (7.8 M) SOUTHWEST OF DAVIS STATION ABOUT
 DE1831'(3.1 M) WESTERLY OF THE JUNCTIONS OF S-14-64 AND S-14-260
 DE1831'OWNERSHIP--SANTEE COOPER POWER AUTHORITY FOR INFORMATION CONTACT
 DE1831'SANTEE COOPER SURVEY SECTION MONCKS CORNER S.C. 803-899-2121.
 DE1831'
 DE1831'TO REACH THE STATION FROM DAVIS STATION AT THE JUNCTIONS OF S-14-25
 DE1831'AND S-14-64 GO SOUTHERLY ON S-14-64 FOR (4.9 M) TO SIDE ROAD RIGHT
 DE1831'S-14-260 TURN RIGHT WESTERLY FOR (3.1 M) TO LOG JAM LANDING AND
 DE1831'STATION ON LEFT.
 DE1831'
 DE1831'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1831'---014 009 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1831'INCHES IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 6.126
 DE1831'METERS SSE FROM APPROX CENTER OF DIRT DRIVE, 1.646 METERS WNW FROM
 DE1831'METAL WITNESS POST, 20.177 METERS S FROM POWER POLE, 24.475 METERS E
 DE1831'FROM EAST END OF BOAT RAMP, AND 20.147 METERS NE FROM LIGHT POLE.
 DE1831'
 DE1831'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1831'DISK STAMPED ---014 009-1982--- SET INTO AN IRREGULAR MASS OF
 DE1831'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1831'
 DE1831'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1831'DISK STAMPED ---014 009 1982 RM1--- LOCATED 10.161 METERS SSE FROM
 DE1831'APPROX CENTER OF DIRT DRIVE, 2.164 METERS N FROM METAL WITNESS POST,
 DE1831'15.880 METERS ENE FROM EAST EDGE OF BOAT RAMP, 11.704 METERS NE FROM
 DE1831'LIGHT POLE, AND IS LEVEL WITH THE STATION.
 DE1831'
 DE1831'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1831'STAMPED ---014 009 1982 AZMK--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1831'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 5.486
 DE1831'METERS NNW FROM APPROX CENTER OF S-14-260, 1.310 METERS S FROM METAL
 DE1831'WITNESS POST, AND 13.563 METERS N FROM POWER POLE.
 DE1831'
 DE1831'TO REACH THE AZIMUTH MARK FROM STATION GO EASTERLY ON S-14-260 FOR
 DE1831'(0.45 M) TO MARK ON LEFT.
 DE1831
 DE1831                          STATION RECOVERY (2004)
 DE1831
 DE1831'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1831'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1831'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1831'LOCATE THIS STATION WITH NO  RESULTS, AREA NOW CHANGED DUE TO
 DE1831'ABANDONED BOAT LANDING AND RE-GRADING. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1830 ***********************************************************************
 DE1830  DESIGNATION -  014 009 AZ MK
 DE1830  PID         -  DE1830
 DE1830  STATE/COUNTY-  SC/CLARENDON
 DE1830  USGS QUAD   -  SUMMERTON (1979)
 DE1830
 DE1830                         *CURRENT SURVEY CONTROL
 DE1830  ___________________________________________________________________
 DE1830* NAD 83(2001)-  33 31 25.37119(N)    080 17 52.45892(W)     ADJUSTED  
 DE1830* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 DE1830  ___________________________________________________________________
 DE1830  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 DE1830  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 DE1830
 DE1830  HORZ ORDER  -  SECOND
 DE1830
 DE1830.The horizontal coordinates were established by classical geodetic methods
 DE1830.and adjusted by the National Geodetic Survey in March 2004..
 DE1830
 DE1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1830
 DE1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1830
 DE1830.The geoid height was determined by GEOID03.
 DE1830
 DE1830;                    North         East     Units Scale Factor Converg.
 DE1830;SPC SC       -   187,678.489   674,808.885   MT  0.99979687   +0 23 21.3
 DE1830;SPC SC       -   615,743.07  2,213,939.91   iFT  0.99979687   +0 23 21.3
 DE1830;UTM  17      - 3,709,569.018   565,197.187   MT  0.99965240   +0 23 16.0
 DE1830
 DE1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1830!SPC SC       -   1.00000116  x   0.99979687  =   0.99979803
 DE1830!UTM  17      -   1.00000116  x   0.99965240  =   0.99965356
 DE1830
 DE1830                          SUPERSEDED SURVEY CONTROL
 DE1830
 DE1830  NAD 83(1986)-  33 31 25.38145(N)    080 17 52.45817(W) AD(       ) 2
 DE1830  NAD 27      -  33 31 24.79329(N)    080 17 53.15276(W) AD(       ) 2
 DE1830  NGVD 29 (07/19/86)   24.6    (m)           81.     (f) VERT ANG       
 DE1830
 DE1830.Superseded values are not recommended for survey control.
 DE1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1830.See file dsdata.txt to determine how the superseded data were derived.
 DE1830
 DE1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT6519709569(NAD 83)
 DE1830_MARKER: DD = SURVEY DISK
 DE1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE1830_MAGNETIC: I = MARKER IS A STEEL ROD
 DE1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1830+STABILITY: SURFACE MOTION
 DE1830
 DE1830  HISTORY     - Date     Condition        Report By
 DE1830  HISTORY     - 1982     MONUMENTED       SCGS
 DE1830  HISTORY     - 20041011 MARK NOT FOUND   SCGS
 DE1830
 DE1830                          STATION DESCRIPTION
 DE1830
 DE1830'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1830'THE STATION IS LOCATED ABOUT (2.4 M) NORTHWEST OF SANTEE AND (1.5 MI)
 DE1830'EAST OF THE JUNCTION OF S-38 105 AND S-38-82 OWNERSHIP-STATE OF SOUTH
 DE1830'CAROLINA DEPT OF STATE PARKS FOR INFORMATION CONTACT SANTEE COOPER
 DE1830'POWER AUTHORITY SURVEY SECTION MONCKS CORNER S.C. 803-899-2121.
 DE1830'
 DE1830'TO REACH THE STATION FROM THE JUNCTIONS OF US 301 STATE ROUTE 15 AND
 DE1830'STATE ROUTE 6 IN SANTEE GO WEST ON STATE ROUTE 6 FOR (1.0 MI) TO SIDE
 DE1830'ROAD RIGHT S-38-105 TURN RIGHT NORTHERLY FOR (2.3 MI) TO CROSS ROAD
 DE1830'TURN RIGHT AND GO EASTERLY FOR (0.3 MI) TO GUARD HOUSE CONTINUE
 DE1830'NORTHERLY FOR (0.5 MI) TO FORK AT GATE PASS THROUGH GATE AND CONTINUE
 DE1830'FOR (0.7 MI) TO END OF PAVED ROAD AT A CIRCLE TURN AROUND AND STATION.
 DE1830'
 DE1830'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1830'---038 001 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1830'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.649 METERS ESE
 DE1830'FROM APPROX CENTER OF PAVED CIRCLE TURN AROUND, 0.884 METERS WNW FROM
 DE1830'ROW OF GUARD POSTS, 16.490 METERS NE FROM EXIT ONLY SIGN, AND 11.735
 DE1830'METERS S FROM METAL POST SUPPORTING GARBAGE CANS.
 DE1830'
 DE1830'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1830'DISK STAMPED ---038 001 1982--- SET INTO AN IRREGULAR MASS OF
 DE1830'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1830'
 DE1830'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1830'DISK STAMPED ---038 001 1982 RM1--- SET INTO THE TOP OF A ROUND
 DE1830'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1830'14.966 METERS ESE FROM APPROX CENTER OF PAVED TURN AROUND CIRCLE,
 DE1830'0.427 METERS WNW FROM ROW OF GUARD POSTS, 4.420 METERS SE FROM METAL
 DE1830'POST SUPPORTING GARBAGE CANS, AND IS LEVEL WITH THE STATION.
 DE1830'
 DE1830'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1830'STAMPED ---038 001 1982 AZMK--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1830'MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND
 DE1830'LOCATED 7.346 METERS SW FROM CENTERLINE OF PAVED ROAD, 1.371 METERS
 DE1830'NE FROM METAL WITNESS POST, AND 4.176 METERS SSE FROM 15 INCH PINE
 DE1830'TREE.
 DE1830'
 DE1830'TO REACH THE AZIMUTH MARK FROM STATION GO WEST NORTH WEST ON PAVED
 DE1830'ROAD FOR (0.2 MI) TO MARK ON LEFT.
 DE1830
 DE1830                          STATION RECOVERY (2004)
 DE1830
 DE1830'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1830'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1830'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1830'LOCATE THIS STATION WITH NO  RESULTS, AREA NOW CHANGED DUE TO A
 DE1830'WIDENED DITCH, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1985 ***********************************************************************
 DE1985  DESIGNATION -  014 010
 DE1985  PID         -  DE1985
 DE1985  STATE/COUNTY-  SC/CLARENDON
 DE1985  USGS QUAD   -  VANCE (1979)
 DE1985
 DE1985                         *CURRENT SURVEY CONTROL
 DE1985  ___________________________________________________________________
 DE1985* NAD 83(2001)-  33 29 36.07555(N)    080 24 24.01852(W)     ADJUSTED  
 DE1985* NAVD 88     -        27.1    (meters)      89.     (feet)  VERTCON   
 DE1985  ___________________________________________________________________
 DE1985  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DE1985  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DE1985
 DE1985  HORZ ORDER  -  SECOND
 DE1985
 DE1985.The horizontal coordinates were established by classical geodetic methods
 DE1985.and adjusted by the National Geodetic Survey in March 2004..
 DE1985
 DE1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1985
 DE1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1985
 DE1985.The geoid height was determined by GEOID03.
 DE1985
 DE1985;                    North         East     Units Scale Factor Converg.
 DE1985;SPC SC       -   184,248.589   664,726.356   MT  0.99979835   +0 19 44.2
 DE1985;SPC SC       -   604,490.12  2,180,860.75   iFT  0.99979835   +0 19 44.2
 DE1985;UTM  17      - 3,706,139.907   555,116.110   MT  0.99963745   +0 19 38.8
 DE1985
 DE1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1985!SPC SC       -   1.00000070  x   0.99979835  =   0.99979905
 DE1985!UTM  17      -   1.00000070  x   0.99963745  =   0.99963815
 DE1985
 DE1985|---------------------------------------------------------------------|
 DE1985| PID    Reference Object                     Distance      Geod. Az  |
 DE1985|                                                           dddmmss.s |
 DE1985| DE1986 014 010 AZ MK                       335.684 METERS 29648     |
 DE1985| DE2592 014 010 RM 1                          8.458 METERS 30242     |
 DE1985|---------------------------------------------------------------------|
 DE1985
 DE1985                          SUPERSEDED SURVEY CONTROL
 DE1985
 DE1985  NAD 83(1986)-  33 29 36.08527(N)    080 24 24.01725(W) AD(       ) 2
 DE1985  NAD 27      -  33 29 35.48127(N)    080 24 24.70912(W) AD(       ) 2
 DE1985  NGVD 29 (07/19/86)   27.4    (m)           90.     (f) VERT ANG       
 DE1985
 DE1985.Superseded values are not recommended for survey control.
 DE1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1985.See file dsdata.txt to determine how the superseded data were derived.
 DE1985
 DE1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT5511606140(NAD 83)
 DE1985_MARKER: DD = SURVEY DISK
 DE1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1985_STAMPING: 014 010 1982
 DE1985_MARK LOGO: SCGS  
 DE1985_PROJECTION: RECESSED 46 CENTIMETERS
 DE1985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1985+STABILITY: SURFACE MOTION
 DE1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1985+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 DE1985
 DE1985  HISTORY     - Date     Condition        Report By
 DE1985  HISTORY     - 1982     MONUMENTED       SCGS
 DE1985  HISTORY     - 20041004 GOOD             SCGS
 DE1985
 DE1985                          STATION DESCRIPTION
 DE1985
 DE1985'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1985'THE STATION IS LOCATED ABOUT (4.7 MI) SOUTHEAST OF NORTH SANTEE AND
 DE1985'(2.5 MI) SOUTHEAST OF THE JUNCTIONS OF S-14-400 AND S-14-556
 DE1985'OWNERSHIP--THE STATE OF SOUTH CAROLINA, MR GEORGE WEATHERS
 DE1985'PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA 29202 S.C.
 DE1985'
 DE1985'TO REACH THE STATION FROM INTERSTATE 95 AT EXIT 102 AND S-14-400 GO
 DE1985'EASTERLY ON S-14-400 FOR (2.2 MI) TO SIDE ROAD RIGHT S-14-556 TURN
 DE1985'RIGHT AND GO SOUTH FOR (2.55 MI) TO STATION ON LEFT.
 DE1985'
 DE1985'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1985'---014 010 1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DE1985'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 5.913 METERS NE FROM
 DE1985'FROM APPROX CENTER OF S-14-556, 0.300 METERS SSW FROM FROM METAL
 DE1985'WITNESS POST, 19.751 METERS NNW FROM FROM POWER POLE, AND 21.275
 DE1985'METERS NNW FROM FROM TELEPHONE JUNCTION BOX.
 DE1985'
 DE1985'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1985'DISK STAMPED ---014 010 1982--- SET INTO AN IRREGULAR MASS OF
 DE1985'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DE1985'
 DE1985'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1985'DISK STAMPED ---014 010 1982 RM1--- SET INTO THE TOP OF A ROUND
 DE1985'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1985'6.126 METERS NW FROM FROM APPROX CENTER OF S-14-556, 0.549 METERS SW
 DE1985'FROM FROM METAL WITNESS POST, 27.097 METERS NW FROM FROM POWER POLE,
 DE1985'28.682 METERS NW FROM FROM TELEPHONE JUNCTION BOX, AND IS LEVEL WITH
 DE1985'THE STATION.
 DE1985'
 DE1985'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1985'STAMPED ---014 010 1982 AZMK--- SET INTO THE TOP OF A ROUND CONCRETE
 DE1985'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 6.736
 DE1985'METERS W FROM FROM APROX CENTER OF S-14-556, 3.810 METERS NNW FROM
 DE1985'FROM APROX CENTER OF PAVED DRIVE, 2.256 METERS N FROM FROM NORTH GATE
 DE1985'POST, AND 0.610 METERS E FROM FROM WIRE FENCE.
 DE1985'
 DE1985'TO REACH THE AZIMUTH MARK FROM STATION GO NORTHWEST ON S-14-556 FOR
 DE1985'(0.2 MI) TO MARK ON LEFT.
 DE1985
 DE1985                          STATION RECOVERY (2004)
 DE1985
 DE1985'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1985'STATION IS LOCATED 8.5 MILES SOUTH SOUTHWEST OF SUMMERTON, 17.9 MILES
 DE1985'SOUTHWEST OF  MANNING. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DE1985'P.O. BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE
 DE1985'STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 (EXIT 102) AND
 DE1985'STATE  ROAD 400 (DINGLE POND ROAD), 7.25 MILES SOUTHWEST OF SUMMERTON,
 DE1985'GO SOUTH ON ROAD  400 FOR 0.15 MILE TO A PAVED ROAD LEFT (STATE ROAD
 DE1985'400 ALSO), TURN LEFT ON ROAD 400 FOR  0.15 MILE TO THE T-JUNCTION OF
 DE1985'400, TURN LEFT ON ROAD 400 FOR 2.2 MILES TO THE JUNCTION  OF STATE
 DE1985'ROAD 664 (OAKS ROAD 3450) LEFT AND A SAND ROAD AHEAD (HUMPHREYS WAY),
 DE1985'TURN  RIGHT ON ROAD 664 FOR 0.85 MILE TO A SAND ROAD RIGHT, TURN RIGHT
 DE1985'ON THE SAND ROAD FOR  0.4 MILE TO A PAVED ROAD (KEENAN ROAD), CONTINUE
 DE1985'AHEAD ON THE PAVED ROAD FOR 0.1 MILE  TO THE JUNCTION OF A PAVED ROAD
 DE1985'(PRINCESS POND ROAD), TURN RIGHT ON PRINCESS POND  ROAD FOR 0.1 MILE
 DE1985'TO THE STATION ON THE RIGHT IN A WOODED AREA IN THE EAST ANGLE OF A
 DE1985'DRIVE TO A METAL BUILDING NUMBER 3524. STATION IS A CONCRETE POST
 DE1985'RECESSED 1.5 FEET AND 0.5 FOOT BELOW THE ROAD, 19.0 FEET  NORTHEAST OF
 DE1985'THE CENTER OF THE ROAD, 37.5 FEET SOUTHEAST OF THE CENTER OF THE
 DE1985'DRIVE, 15.6 FEET WEST OF A 2.6-FOOT PINE TREE WITH A SCGS REFERENCE
 DE1985'WASHER  ATTACHED, 1.0 FOOT SOUTHWEST OF A WITNESS POST. NOTE-STATION
 DE1985'IS INTERVISIBLE WITH SURVEY STATION 014 010 AZ MK. RECOVERED BY T.
 DE1985'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1986 ***********************************************************************
 DE1986  DESIGNATION -  014 010 AZ MK
 DE1986  PID         -  DE1986
 DE1986  STATE/COUNTY-  SC/CLARENDON
 DE1986  USGS QUAD   -  VANCE (1979)
 DE1986
 DE1986                         *CURRENT SURVEY CONTROL
 DE1986  ___________________________________________________________________
 DE1986* NAD 83(2001)-  33 29 40.98768(N)    080 24 35.62613(W)     ADJUSTED  
 DE1986* NAVD 88     -        26.4    (meters)      87.     (feet)  VERTCON   
 DE1986  ___________________________________________________________________
 DE1986  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DE1986  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DE1986
 DE1986  HORZ ORDER  -  SECOND
 DE1986
 DE1986.The horizontal coordinates were established by classical geodetic methods
 DE1986.and adjusted by the National Geodetic Survey in March 2004..
 DE1986
 DE1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1986
 DE1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1986
 DE1986.The geoid height was determined by GEOID03.
 DE1986
 DE1986;                    North         East     Units Scale Factor Converg.
 DE1986;SPC SC       -   184,398.180   664,425.921   MT  0.99979828   +0 19 37.8
 DE1986;SPC SC       -   604,980.91  2,179,875.07   iFT  0.99979828   +0 19 37.8
 DE1986;UTM  17      - 3,706,289.482   554,815.728   MT  0.99963704   +0 19 32.4
 DE1986
 DE1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1986!SPC SC       -   1.00000081  x   0.99979828  =   0.99979909
 DE1986!UTM  17      -   1.00000081  x   0.99963704  =   0.99963785
 DE1986
 DE1986                          SUPERSEDED SURVEY CONTROL
 DE1986
 DE1986  NAD 83(1986)-  33 29 40.99738(N)    080 24 35.62487(W) AD(       ) 2
 DE1986  NAD 27      -  33 29 40.39325(N)    080 24 36.31655(W) AD(       ) 2
 DE1986  NGVD 29 (07/19/86)   26.7    (m)           88.     (f) VERT ANG       
 DE1986
 DE1986.Superseded values are not recommended for survey control.
 DE1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1986.See file dsdata.txt to determine how the superseded data were derived.
 DE1986
 DE1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT5481606289(NAD 83)
 DE1986_MARKER: DD = SURVEY DISK
 DE1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1986_SP_SET: CONCRETE POST
 DE1986_STAMPING: 014 010 1982 AZ MK
 DE1986_MARK LOGO: SCGS  
 DE1986_PROJECTION: FLUSH
 DE1986_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1986+STABILITY: SURFACE MOTION
 DE1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1986+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 DE1986
 DE1986  HISTORY     - Date     Condition        Report By
 DE1986  HISTORY     - 1982     MONUMENTED       SCGS
 DE1986  HISTORY     - 19930920 GOOD             SCGS
 DE1986  HISTORY     - 20041004 GOOD             SCGS
 DE1986
 DE1986                          STATION DESCRIPTION
 DE1986
 DE1986'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1986'STATION IS LOCATED 8.6 MILES (13.8 KM) SOUTHWEST OF SUMMERTON.
 DE1986'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1986'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1986'JUNCTION OF U.S. HIGHWAYS 301, 15 AND STATE ROAD 26 IN SUMMERTON, GO
 DE1986'SOUTH ON HIGHWAYS 15 AND 301 FOR 3.4 MILES (5.5 KM) TO THE JUNCTION
 DE1986'OF STATE ROAD 373, TURN LEFT ON ROAD 373 FOR 2.3 MILES (3.7 KM) TO A
 DE1986'GRADED ROAD RIGHT, TURN RIGHT ON THE GRADED ROAD FOR 1.9 MILES
 DE1986'(3.1 KM) TO THE OAK A.M.E. CHURCH ON THE LEFT, CONTINUE AHEAD ON
 DE1986'STATE ROAD 664 FOR 0.8 MILE (1.3 KM) TO THE JUNCTION OF STATE ROAD
 DE1986'400, TURN RIGHT ON ROAD 400 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF
 DE1986'STATE ROAD 556, TURN LEFT ON ROAD 556 FOR 2.35 MILE (3.78 KM) TO THE
 DE1986'STATION ON THE RIGHT NEAR THE NORTH GATE POST. STATION IS A CONCRETE
 DE1986'POST FLUSH WITH THE GROUND, 6.7 METERS (22.0 FT) WEST OF THE CENTER
 DE1986'OF THE ROAD, 3.8 METERS (12.5 FT) NORTH NORTHWEST OF THE CENTER OF A
 DE1986'PAVED DRIVE, 2.3 METERS (7.5 FT) NORTH OF THE NORTH GATE POST, 0.6
 DE1986'METER (2.0 FT) EAST OF A WIRE FENCE LINE.
 DE1986
 DE1986                          STATION RECOVERY (2004)
 DE1986
 DE1986'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1986'STATION IS LOCATED 3.6 MILES EAST OF SANTEE, 8.5 MILES SOUTH SOUTHWEST
 DE1986'OF SUMMERTON, 17.9  MILES SOUTHWEST OF MANNING. OWNERSHIP--SCDOT,
 DE1986'DIRECTOR OF PRECONSTRUCTION, P.O. BOX  191, COLUMBIA, SC 29202, PHONE
 DE1986'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE1986'INTERSTATE 95 (EXIT 102) AND STATE  ROAD 400 (DINGLE POND ROAD), 7.25
 DE1986'MILES SOUTHWEST OF SUMMERTON, GO SOUTH ON ROAD  400 FOR 0.15 MILE TO A
 DE1986'PAVED ROAD LEFT (STATE ROAD 400 ALSO), TURN LEFT ON ROAD 400 FOR  0.15
 DE1986'MILE TO THE T-JUNCTION OF 400, TURN LEFT ON ROAD 400 FOR 2.2 MILES TO
 DE1986'THE JUNCTION  OF STATE ROAD 664 (OAKS ROAD 3450) LEFT AND A SAND ROAD
 DE1986'AHEAD (HUMPHREYS WAY), TURN  RIGHT ON ROAD 664 FOR 0.85 MILE TO A SAND
 DE1986'ROAD RIGHT, TURN RIGHT ON THE SAND ROAD FOR  0.4 MILE TO A PAVED ROAD
 DE1986'(KEENAN ROAD), CONTINUE AHEAD ON THE PAVED ROAD FOR 0.1 MILE  TO THE
 DE1986'JUNCTION OF A PAVED ROAD (PRINCESS POND ROAD), TURN RIGHT ON PRINCESS
 DE1986'POND  ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT IN THE WEST ANGLE
 DE1986'OF A SAND DRIVEWAY TO A  WOODEN HOUSE NUMBER 3296. STATION IS A
 DE1986'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 20.9
 DE1986'FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD, 12.4 FEET NORTH
 DE1986'NORTHWEST OF  THE CENTER OF THE DRIVEWAY, 2.4 FEET EAST NORTHEAST OF A
 DE1986'WOODEN FENCE POST  WITH A SCGS REFERENCE WASHER ATTACHED, 41.6 FEET
 DE1986'NORTH NORTHWEST OF A  POWER POLE 28I6H/13594/2816H WITH THREE GUY
 DE1986'WIRES AND A TRANSFORMER, 38.8  FEET NORTH NORTHWEST OF A TELEPHONE
 DE1986'JUNCTION BOX 62032/3C/2 WITH A WOODEN  SUPPORT POST, 77.5 FEET SOUTH
 DE1986'SOUTHEAST OF A POWER POLE 13593/28I62B WITH A  TRANSFORMER.
 DE1986'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 014 010. RECOVERED BY
 DE1986'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2688 ***********************************************************************
 EB2688  DESIGNATION -  017 001
 EB2688  PID         -  EB2688
 EB2688  STATE/COUNTY-  SC/DILLON
 EB2688  USGS QUAD   -  LAKE VIEW (1962)
 EB2688
 EB2688                         *CURRENT SURVEY CONTROL
 EB2688  ___________________________________________________________________
 EB2688* NAD 83(2001)-  34 17 58.12764(N)    079 09 23.85318(W)     ADJUSTED  
 EB2688* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 EB2688  ___________________________________________________________________
 EB2688  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 EB2688  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EB2688
 EB2688  HORZ ORDER  -  SECOND
 EB2688
 EB2688.The horizontal coordinates were established by classical geodetic methods
 EB2688.and adjusted by the National Geodetic Survey in March 2004..
 EB2688
 EB2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2688
 EB2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2688
 EB2688.The geoid height was determined by GEOID03.
 EB2688
 EB2688;                    North         East     Units Scale Factor Converg.
 EB2688;SPC SC       -   275,002.380   779,265.982   MT  0.99985399   +1 01 19.1
 EB2688;SPC SC       -   902,238.78  2,556,646.92   iFT  0.99985399   +1 01 19.1
 EB2688;UTM  17      - 3,796,900.658   669,642.644   MT  0.99995475   +1 02 20.5
 EB2688
 EB2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2688!SPC SC       -   1.00000051  x   0.99985399  =   0.99985450
 EB2688!UTM  17      -   1.00000051  x   0.99995475  =   0.99995526
 EB2688
 EB2688|---------------------------------------------------------------------|
 EB2688| PID    Reference Object                     Distance      Geod. Az  |
 EB2688|                                                           dddmmss.s |
 EB2688| EB2689 017 001 AZ MK                       361.750 METERS 29428     |
 EB2688| EB3113 017 001 RM 1                                       30134     |
 EB2688|---------------------------------------------------------------------|
 EB2688
 EB2688                          SUPERSEDED SURVEY CONTROL
 EB2688
 EB2688  NAD 83(1986)-  34 17 58.13655(N)    079 09 23.85624(W) AD(       ) 2
 EB2688  NAD 27      -  34 17 57.55996(N)    079 09 24.69344(W) AD(       ) 2
 EB2688  NGVD 29 (07/19/86)   30.6    (m)          100.     (f) VERT ANG       
 EB2688
 EB2688.Superseded values are not recommended for survey control.
 EB2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2688.See file dsdata.txt to determine how the superseded data were derived.
 EB2688
 EB2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6964396901(NAD 83)
 EB2688_MARKER: DD = SURVEY DISK
 EB2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2688
 EB2688  HISTORY     - Date     Condition        Report By
 EB2688  HISTORY     - 1981     MONUMENTED       SCGS
 EB2688  HISTORY     - 20010905 MARK NOT FOUND   SCGS
 EB2688
 EB2688                          STATION DESCRIPTION
 EB2688
 EB2688'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB2688'THE STATION IS LOCATED STATION IS ABOUT 4.4 MILES (5.10 K MI) NORTH
 EB2688'OF NICHOLS, AND 3.5 MILES (4.06 K MI) EAST-SOUTHEAST OF KEMPER.
 EB2688'
 EB2688'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB2688'76 AND STATE HIGHWAY 9 IN NICHOLS, GO NORTHERLY ON HIGHWAY 9 FOR 4.6
 EB2688'MILES (5.34 K MI) TO PAVED ROAD LEFT, COUNTY ROUTE S-17-436.  TURN
 EB2688'LEFT, WESTERLY, FOR .75 MILE (.87 K MI) TO STATION ON RIGHT IN ROAD
 EB2688'RIGHT-OF-WAY.
 EB2688'
 EB2688'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2688'---017-001 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT   30
 EB2688'CM IN DIAMETER RECESSED BELOW THE GROUND LOCATED  7.6 METERS NE FROM
 EB2688'CENTER OF COUNTY ROAD,  3.0 METERS SSE FROM METAL WITNESS POST, 18.4
 EB2688'METERS NNE FROM DUAL UNDERGROUND PHONE CABLE JUNCTION BOXES,  7.3
 EB2688'METERS NNE FROM EXTENDED CENTER OF SAND DRIVEWAY, AND  8.1 METERS S
 EB2688'FROM 24 INCH PINE TREE.
 EB2688'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2688'DISK STAMPED---033-001 1981---SET INTO AN IRREGULAR MASS OF
 EB2688'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB2688'
 EB2688'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2688'DISK STAMPED---017-001 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB2688'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 3 INCHES BELOW THE
 EB2688'GROUND LOCATED  5.5 METERS SE FROM 22 INCH PINE TREE,  9.6 METERS NE
 EB2688'FROM CENTER OF COUNTY ROAD,  5.8 METERS E FROM CENTER OF SAND ROAD,
 EB2688'AND 25.8 METERS NW FROM DUAL UNDERGROUND PHONE CABLE JUNCTION BOXES.
 EB2688'
 EB2688'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2688'STAMPED---017-001 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 EB2688'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.1
 EB2688'METERS N FROM METAL WITNESS POST,  1.2 METERS NE FROM POWER LINE
 EB2688'POLE,  8.8 METERS S FROM CENTER OF COUNTY ROAD, AND  3.2 METERS W
 EB2688'FROM POWER LINE POLE GUY CABLE.
 EB2688'TO REACH THE AZIMUTH MARK FROM STATION GO WESTERLY ON
 EB2688'S-17-436 FOR .20 MILE (0.23 K MI) TO AZIMUTH MARK.
 EB2688
 EB2688                          STATION RECOVERY (2001)
 EB2688
 EB2688'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2688'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 EB2688'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 EB2688'LOCATED THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2689 ***********************************************************************
 EB2689  DESIGNATION -  017 001 AZ MK
 EB2689  PID         -  EB2689
 EB2689  STATE/COUNTY-  SC/DILLON
 EB2689  USGS QUAD   -  LAKE VIEW (1962)
 EB2689
 EB2689                         *CURRENT SURVEY CONTROL
 EB2689  ___________________________________________________________________
 EB2689* NAD 83(2001)-  34 18 02.98834(N)    079 09 36.73019(W)     ADJUSTED  
 EB2689* NAVD 88     -        31.4    (meters)     103.     (feet)  VERTCON   
 EB2689  ___________________________________________________________________
 EB2689  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 EB2689  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 EB2689
 EB2689  HORZ ORDER  -  SECOND
 EB2689
 EB2689.The horizontal coordinates were established by classical geodetic methods
 EB2689.and adjusted by the National Geodetic Survey in March 2004..
 EB2689
 EB2689.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2689
 EB2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2689
 EB2689.The geoid height was determined by GEOID03.
 EB2689
 EB2689;                    North         East     Units Scale Factor Converg.
 EB2689;SPC SC       -   275,146.242   778,934.125   MT  0.99985425   +1 01 11.9
 EB2689;SPC SC       -   902,710.77  2,555,558.15   iFT  0.99985425   +1 01 11.9
 EB2689;UTM  17      - 3,797,044.435   669,310.712   MT  0.99995336   +1 02 13.4
 EB2689
 EB2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2689!SPC SC       -   1.00000034  x   0.99985425  =   0.99985459
 EB2689!UTM  17      -   1.00000034  x   0.99995336  =   0.99995370
 EB2689
 EB2689                          SUPERSEDED SURVEY CONTROL
 EB2689
 EB2689  NAD 83(1986)-  34 18 02.99725(N)    079 09 36.73324(W) AD(       ) 2
 EB2689  NAD 27      -  34 18 02.42098(N)    079 09 37.56996(W) AD(       ) 2
 EB2689  NGVD 29 (07/19/86)   31.7    (m)          104.     (f) VERT ANG       
 EB2689
 EB2689.Superseded values are not recommended for survey control.
 EB2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2689.See file dsdata.txt to determine how the superseded data were derived.
 EB2689
 EB2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6931197044(NAD 83)
 EB2689_MARKER: DD = SURVEY DISK
 EB2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2689_SP_SET: CONCRETE POST
 EB2689_STAMPING: 017-001 1981 AZ MK
 EB2689_MARK LOGO: SCGS  
 EB2689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2689+STABILITY: SURFACE MOTION
 EB2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2689+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 EB2689
 EB2689  HISTORY     - Date     Condition        Report By
 EB2689  HISTORY     - 1981     MONUMENTED       SCGS
 EB2689  HISTORY     - 19930920 GOOD             SCGS
 EB2689  HISTORY     - 20010905 GOOD             SCGS
 EB2689
 EB2689                          STATION DESCRIPTION
 EB2689
 EB2689'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2689'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTH OF NICHOLS, 3.5 MILES
 EB2689'(5.6 KM) EAST SOUTHEAST OF KEMPER. OWNERSHIP--SCDOT, DIRECTOR OF
 EB2689'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB2689'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB2689'76 AND STATE HIGHWAY 9 IN NICHOLS, GO NORTH ON HIGHWAY 9 FOR 4.6
 EB2689'MILES (7.4 KM) TO THE JUNCTION OF STATE ROAD 436, TURN LEFT ON ROAD
 EB2689'436 FOR 0.95 MILE (1.53 KM) TO THE STATION ON THE LEFT NEAR A POWER
 EB2689'POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 1.1 METERS
 EB2689'(3.6 FT) NORTH OF A WITNESS POST, 1.2 METERS (3.9 FT) NORTHEAST OF
 EB2689'THE POWER POLE, 8.8 METERS (28.9 FT) SOUTH OF THE CENTER OF THE ROAD,
 EB2689'3.2 METERS (10.5 FT) WEST OF THE GUY WIRE ANCHOR.
 EB2689
 EB2689                          STATION RECOVERY (2001)
 EB2689
 EB2689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2689'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTH OF LAKE VIEW, 14.4 MILES
 EB2689'(23.2 KM) SOUTHEAST OF DILLON.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB2689'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB2689'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB2689'HIGHWAYS 41 (RICHARD TEMPLE BOULEVARD) , 9 (WEST THIRD STREET) AND
 EB2689'STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, GO EAST ON HIGHWAY 9 FOR
 EB2689'0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 75 (WEST JESSE FORD
 EB2689'HIGHWAY) AND A PAVED ROAD LEFT (SOUTH MAIN STREET) , TURN RIGHT ON
 EB2689'HIGHWAY 9 (NICHOLS HIGHWAY) FOR 3.6 MILES (5.8 KM) TO THE JUNCTION OF
 EB2689'STATE ROAD 436 (RACETRACK ROAD) , TURN RIGHT ON ROAD 436 FOR 1.0 MILE
 EB2689'(1.6 KM) TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF A DIRT
 EB2689'DRIVEWAY LEADING TO A WOODEN HOUSE NUMBER 709.  STATION IS A CONCRETE
 EB2689'POST RECESSED 0.3 FOOT (9.1 CM) AND 1.0 FOOT (0.3 M) BELOW THE ROAD,
 EB2689'28.8 FEET (8.8 M) SOUTHWEST OF THE CENTER OF THE ROAD, 6.6 FEET (2.0
 EB2689'M) SOUTHWEST OF THE EAST END OF A 1.5-FOOT METAL PIPE CULVERT BENEATH
 EB2689'THE DRIVEWAY, 33.5 FEET (10.2 M) NORTHWEST OF A POWER POLE D/18 WITH A
 EB2689'TRANSFORMER AND TWO GUY WIRES, 11.7 FEET (3.6 M) EAST SOUTHEAST OF THE
 EB2689'CENTER OF THE DRIVEWAY, 33.5 FEET (10.2 M) NORTHWEST OF A WITNESS
 EB2689'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2757 ***********************************************************************
 EB2757  DESIGNATION -  017 002
 EB2757  PID         -  EB2757
 EB2757  STATE/COUNTY-  SC/DILLON
 EB2757  USGS QUAD   -  FORK (1959)
 EB2757
 EB2757                         *CURRENT SURVEY CONTROL
 EB2757  ___________________________________________________________________
 EB2757* NAD 83(2001)-  34 17 17.60813(N)    079 16 19.32874(W)     ADJUSTED  
 EB2757* NAVD 88     -        32.5    (meters)     107.     (feet)  VERTCON   
 EB2757  ___________________________________________________________________
 EB2757  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 EB2757  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 EB2757
 EB2757  HORZ ORDER  -  SECOND
 EB2757
 EB2757.The horizontal coordinates were established by classical geodetic methods
 EB2757.and adjusted by the National Geodetic Survey in March 2004..
 EB2757
 EB2757.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2757
 EB2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2757
 EB2757.The geoid height was determined by GEOID03.
 EB2757
 EB2757;                    North         East     Units Scale Factor Converg.
 EB2757;SPC SC       -   273,570.662   768,665.437   MT  0.99985185   +0 57 28.7
 EB2757;SPC SC       -   897,541.54  2,521,868.23   iFT  0.99985185   +0 57 28.7
 EB2757;UTM  17      - 3,795,465.797   659,041.659   MT  0.99991180   +0 58 25.2
 EB2757
 EB2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2757!SPC SC       -   1.00000012  x   0.99985185  =   0.99985197
 EB2757!UTM  17      -   1.00000012  x   0.99991180  =   0.99991192
 EB2757
 EB2757|---------------------------------------------------------------------|
 EB2757| PID    Reference Object                     Distance      Geod. Az  |
 EB2757|                                                           dddmmss.s |
 EB2757| EB3114 017 002 RM 1                         19.035 METERS 14436     |
 EB2757| EB2759 PT 5 G                              149.856 METERS 31138     |
 EB2757| EB2758 017 002 RM 2                        170.595 METERS 33849     |
 EB2757|---------------------------------------------------------------------|
 EB2757
 EB2757                          SUPERSEDED SURVEY CONTROL
 EB2757
 EB2757  NAD 83(1986)-  34 17 17.61688(N)    079 16 19.33230(W) AD(       ) 2
 EB2757  NAD 27      -  34 17 17.04518(N)    079 16 20.15723(W) AD(       ) 2
 EB2757  NGVD 29 (07/19/86)   32.8    (m)          108.     (f) VERT ANG       
 EB2757
 EB2757.Superseded values are not recommended for survey control.
 EB2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2757.See file dsdata.txt to determine how the superseded data were derived.
 EB2757
 EB2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5904295466(NAD 83)
 EB2757_MARKER: DD = SURVEY DISK
 EB2757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2757
 EB2757  HISTORY     - Date     Condition        Report By
 EB2757  HISTORY     - 1982     MONUMENTED       SCGS
 EB2757
 EB2757                          STATION DESCRIPTION
 EB2757
 EB2757'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB2757'TO REACH THE STATION FROM U.S. 76, COUNTY 41, AND STATE 917 IN
 EB2757'MULLINS, GO NORTHWESTERLY ON COUNTY ROAD 41 FOR 7.7 KM (4.8 MI) TO
 EB2757'THE BUCK SWAMP.  CONTINUE ON 41 FOR 4.2 KM (2.6 MI) TO FORK
 EB2757'41-41A-57.  TURN RIGHT, NORTH, ON COUNTY ROAD 41 FOR 0.3 KM (0.2 MI)
 EB2757'TO S-17-73.  TURN RIGHT, EAST, FOR 0.2 KM (0.1 MI) TO STATION ON
 EB2757'RIGHT.
 EB2757'
 EB2757'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2757'---017 002 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2757'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 26.5 METERS SW FROM THE
 EB2757'CENTER OF PAVED ROAD, 20.4 METERS NW FROM THE METAL WITNESS POST, AND
 EB2757'31.9 METERS E FROM THE EAST CORNER OF BRICK BUILDING.
 EB2757'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2757'DISK STAMPED---017 002 1981---SET INTO AN IRREGULAR MASS OF
 EB2757'CONCRETE 1.3 METERS BELOW THE SURFACE.
 EB2757'
 EB2757'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2757'DISK STAMPED---017 002 1981 RM 1---LOCATED 25.4 METERS WSW FROM THE
 EB2757'CENTER OF PAVED ROAD,  1.7 METERS N FROM THE METAL WITNESS POST, AND
 EB2757'3.6 METERS NNE FROM THE LIVE OAK TREE.
 EB2757'
 EB2757'REFERENCE NO 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2757'STAMPED---017 002 1981 RM 2---SET INTO THE TOP OF A ROUND CONCRETE
 EB2757'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.4 METERS
 EB2757'NW FROM THE CENTER OF PAVED ROAD,  1.9 METERS NE FROM THE METAL
 EB2757'WITNESS POST,  1.9 METERS NE FROM THE POWER POLE, AND  9.3 METERS NE
 EB2757'FROM THE CENTER OF S-17-73.
 EB2757'TO REACH THE AZIMUTH MARK (RM 2)
 EB2757'FROM THE STATION, GO WEST ON S-17-73 FOR
 EB2757'0.2 KM (0.1 MI) TO COUNTY ROAD 41 AND S-17-73 AND AZIMUTH ON THE
 EB2757'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2758 ***********************************************************************
 EB2758  DESIGNATION -  017 002 RM 2
 EB2758  PID         -  EB2758
 EB2758  STATE/COUNTY-  SC/DILLON
 EB2758  USGS QUAD   -  FORK (1959)
 EB2758
 EB2758                         *CURRENT SURVEY CONTROL
 EB2758  ___________________________________________________________________
 EB2758* NAD 83(2001)-  34 17 22.77056(N)    079 16 21.73874(W)     ADJUSTED  
 EB2758* NAVD 88     -        31.1    (meters)     102.     (feet)  VERTCON   
 EB2758  ___________________________________________________________________
 EB2758  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 EB2758  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 EB2758
 EB2758  HORZ ORDER  -  SECOND
 EB2758
 EB2758.The horizontal coordinates were established by classical geodetic methods
 EB2758.and adjusted by the National Geodetic Survey in March 2004..
 EB2758
 EB2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2758
 EB2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2758
 EB2758.The geoid height was determined by GEOID03.
 EB2758
 EB2758;                    North         East     Units Scale Factor Converg.
 EB2758;SPC SC       -   273,728.657   768,601.160   MT  0.99985212   +0 57 27.4
 EB2758;SPC SC       -   898,059.90  2,521,657.35   iFT  0.99985212   +0 57 27.4
 EB2758;UTM  17      - 3,795,623.784   658,977.335   MT  0.99991154   +0 58 24.0
 EB2758
 EB2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2758!SPC SC       -   1.00000034  x   0.99985212  =   0.99985246
 EB2758!UTM  17      -   1.00000034  x   0.99991154  =   0.99991188
 EB2758
 EB2758                          SUPERSEDED SURVEY CONTROL
 EB2758
 EB2758  NAD 83(1986)-  34 17 22.77933(N)    079 16 21.74227(W) AD(       ) 2
 EB2758  NAD 27      -  34 17 22.20783(N)    079 16 22.56690(W) AD(       ) 2
 EB2758  NGVD 29 (07/19/86)   31.4    (m)          103.     (f) VERT ANG       
 EB2758
 EB2758.Superseded values are not recommended for survey control.
 EB2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2758.See file dsdata.txt to determine how the superseded data were derived.
 EB2758
 EB2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5897795624(NAD 83)
 EB2758_MARKER: DD = SURVEY DISK
 EB2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2758_SP_SET: CONCRETE POST
 EB2758_STAMPING: 017 002 1981 RM 2
 EB2758_MARK LOGO: SCGS  
 EB2758_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2758+STABILITY: SURFACE MOTION
 EB2758
 EB2758  HISTORY     - Date     Condition        Report By
 EB2758  HISTORY     - 1981     MONUMENTED       SCGS
 EB2758  HISTORY     - 19930920 GOOD             SCGS
 EB2758
 EB2758                          STATION DESCRIPTION
 EB2758
 EB2758'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2758'STATION IS LOCATED IN FORK, 7.4 MILES (11.9 KM) SOUTHWEST OF LAKE
 EB2758'VIEW. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB2758'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB2758'JUNCTION OF STATE HIGHWAYS 57, 41 AND 41 ALTERNATE IN FORK, GO
 EB2758'NORTHEAST ON HIGHWAY 41 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF
 EB2758'STATE ROAD 73 AND THE STATION NEAR A POWER POLE AT THE JUNCTION.
 EB2758'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 17.4 METERS
 EB2758'(57.1 FT) NORTHWEST OF THE CENTER OF THE PAVED ROAD, 1.9 METERS
 EB2758'(6.2 FT) NORTHEAST OF A WITNESS POST, 1.9 METERS (6.2 FT) NORTHEAST
 EB2758'OF THE POWER POLE, 9.3 METERS (30.5 FT) NORTHEAST OF THE CENTER OF
 EB2758'ROAD 73.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3290 ***********************************************************************
 DD3290  DESIGNATION -  021 050
 DD3290  PID         -  DD3290
 DD3290  STATE/COUNTY-  SC/FLORENCE
 DD3290  USGS QUAD   -  SCRANTON (1990)
 DD3290
 DD3290                         *CURRENT SURVEY CONTROL
 DD3290  ___________________________________________________________________
 DD3290* NAD 83(2001)-  33 58 59.66903(N)    079 40 19.11838(W)     ADJUSTED  
 DD3290* NAVD 88     -        26.796  (meters)      87.91   (feet)  ADJUSTED  
 DD3290  ___________________________________________________________________
 DD3290  X           -     949,178.796 (meters)                     COMP
 DD3290  Y           -  -5,208,511.767 (meters)                     COMP
 DD3290  Z           -   3,544,902.015 (meters)                     COMP
 DD3290  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 DD3290  ELLIP HEIGHT-          -5.90  (meters)          (03/13/03) GPS OBS
 DD3290  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DD3290  DYNAMIC HT  -          26.769 (meters)      87.82  (feet)  COMP
 DD3290  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 DD3290
 DD3290  HORZ ORDER  -  FIRST
 DD3290  VERT ORDER  -  FIRST     CLASS II
 DD3290  ELLP ORDER  -  FOURTH    CLASS II
 DD3290
 DD3290.The horizontal coordinates were established by GPS observations
 DD3290.and adjusted by the National Geodetic Survey in March 2003..
 DD3290
 DD3290.The orthometric height was determined by differential leveling
 DD3290.and adjusted by the National Geodetic Survey in June 1994..
 DD3290
 DD3290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3290
 DD3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3290
 DD3290.The ellipsoidal height was determined by GPS observations
 DD3290.and is referenced to NAD 83.
 DD3290
 DD3290.The geoid height was determined by GEOID03.
 DD3290
 DD3290.The dynamic height is computed by dividing the NAVD 88
 DD3290.geopotential number by the normal gravity value computed on the
 DD3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3290.degrees latitude (g = 980.6199 gals.).
 DD3290
 DD3290.The modeled gravity was interpolated from observed gravity values.
 DD3290
 DD3290;                    North         East     Units Scale Factor Converg.
 DD3290;SPC SC       -   239,204.746   732,286.316   MT  0.99980861   +0 44 10.5
 DD3290;SPC SC       -   784,792.47  2,402,514.16   iFT  0.99980861   +0 44 10.5
 DD3290;UTM  17      - 3,761,092.523   622,668.249   MT  0.99978549   +0 44 32.6
 DD3290
 DD3290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3290!SPC SC       -   1.00000093  x   0.99980861  =   0.99980954
 DD3290!UTM  17      -   1.00000093  x   0.99978549  =   0.99978642
 DD3290
 DD3290:                Primary Azimuth Mark                     Grid Az
 DD3290:SPC SC       -  021 050 AZ MK                            219 47 46.3
 DD3290:UTM  17      -  021 050 AZ MK                            219 47 24.2
 DD3290
 DD3290|---------------------------------------------------------------------|
 DD3290| PID    Reference Object                     Distance      Geod. Az  |
 DD3290|                                                           dddmmss.s |
 DD3290| DD3291 021 050 AZ MK                       APPROX. 0.5 KM 2203156.8 |
 DD3290| DD3679 021 050 RM 1                         25.380 METERS 22827     |
 DD3290|---------------------------------------------------------------------|
 DD3290
 DD3290                          SUPERSEDED SURVEY CONTROL
 DD3290
 DD3290  NAD 83(1995)-  33 58 59.66910(N)    079 40 19.11836(W) AD(       ) 1
 DD3290  ELLIP H (12/20/99)   -5.90   (m)                       GP(       ) 4 1
 DD3290  NAD 83(1986)-  33 58 59.67977(N)    079 40 19.11963(W) AD(       ) 1
 DD3290  NAD 83(1986)-  33 58 59.67717(N)    079 40 19.12092(W) AD(       ) 2
 DD3290  NAD 27      -  33 58 59.09571(N)    079 40 19.89777(W) AD(       ) 2
 DD3290  NGVD 29 (07/19/86)   26.8    (m)           88.     (f) VERT ANG       
 DD3290
 DD3290.Superseded values are not recommended for survey control.
 DD3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3290.See file dsdata.txt to determine how the superseded data were derived.
 DD3290
 DD3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2266861093(NAD 83)
 DD3290_MARKER: DD = SURVEY DISK
 DD3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3290_SP_SET: CONCRETE POST
 DD3290_STAMPING: HORZ 021 - 050 1981
 DD3290_MARK LOGO: SCGS  
 DD3290_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3290+STABILITY: SURFACE MOTION
 DD3290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3290+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 DD3290
 DD3290  HISTORY     - Date     Condition        Report By
 DD3290  HISTORY     - 1981     MONUMENTED       SCGS
 DD3290  HISTORY     - 1982     GOOD             SCGS
 DD3290  HISTORY     - 19930602 GOOD             SCGS
 DD3290  HISTORY     - 19960930 GOOD             SCGS
 DD3290
 DD3290                          STATION DESCRIPTION
 DD3290
 DD3290'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3290'THE STATION IS LOCATED ABOUT 14.49 KM (9 MI) NORTH-NORTHEAST OF LAKE
 DD3290'CITY, ABOUT 9.66 KM (6 MI) WEST OF PAMPLICO ON COUNTY PROPERTY, ON
 DD3290'THE NORTHEAST SIDE OF A BASEBALL PARK.
 DD3290'
 DD3290'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 DD3290'HIGHWAY 51 IN PAMPLICO, GO WESTERLY FOR 1.8 MILES TO A LEFT FORK,
 DD3290'BEAR LEFT AND GO SOUTHWEST ON COUNTY ROAD 360 FOR 6.76 KM (4.2 MI) TO
 DD3290'A T JUNCTION.  TURN RIGHT AND GO NORTHWEST ON COUNTY ROAD S-21-34 FOR
 DD3290'0.80  KM (0.50 MI) TO CROSS ROAD, TURN RIGHT ON COUNTY ROAD S-21-46
 DD3290'TO THE STATION ON THE LEFT.
 DD3290'
 DD3290'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3290'---021 050 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3290'CM IN DIAMETER FLUSH WITH THE GROUND SET LOCATED
 DD3290'17.4 METERS SE FROM A 40 INCH OAK TREE, 47.5 METERS NW FROM THE
 DD3290'CENTER OF ROAD S-21-46, 26.0 METERS NE FROM A LIGHT POLE FOR BALL
 DD3290'PARK (BY RM 1), 66.5 METERS SW FROM THE SOUTHEAST CORNER OF A
 DD3290'HOUSE, AND 40.5 METERS E FROM A BALL PARK LIGHT POLE.
 DD3290'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3290'DISK STAMPED---021 050 1981---SET INTO AN IRREGULAR MASS OF
 DD3290'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD3290'
 DD3290'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3290'DISK STAMPED---021 050 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3290'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 DD3290'LOCATED  0.45 METERS NE FROM A LIGHT POLE FOR BALL PARK
 DD3290'(SOUTHWEST), 57.0 METERS NE FROM THE THE CENTER OF ROAD, 26.0 METERS
 DD3290'S FROM A 40 INCH OAK TREE, 28.8 METERS SE FROM A LIGHT POLE FOR BALL
 DD3290'PARK (NORTHWEST), AND IS LEVEL WITH THE STATION.
 DD3290'
 DD3290'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3290'STAMPED---021 050 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3290'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 DD3290'LOCATED  7.0 METERS SE FROM THE CENTER LINE OF ROAD,  2.2
 DD3290'METERS SW FROM THE UTILITY POLE, 24.4 METERS SSW FROM THE THE EAST
 DD3290'CORNER OF CEMETERY FENCE, AND  0.4 METERS NE FROM A METAL WITNESS
 DD3290'POST.
 DD3290'TO REACH THE AZIMUTH MARK FROM THE STATION GO
 DD3290'SOUTHWEST ALONG COUNTY ROAD S-21-46 FROM THE STATION FOR 0.6 KM (0.35
 DD3290'MI) TO THE MARK ON THE LEFT.
 DD3290
 DD3290                          STATION RECOVERY (1993)
 DD3290
 DD3290'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3290'STATION IS LOCATED 4.5 MILES (7.2 KM) EAST NORTHEAST OF COWARD, 4.4
 DD3290'MILES (7.1 KM) WEST SOUTHWEST OF HYMAN. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3290'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3290'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3290'52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD
 DD3290'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.9 MILES (7.9 KM) TO THE
 DD3290'JUNCTION OF STATE ROAD 34 AND THE STATION IN AN OPEN GRASSY AREA
 DD3290'BEHIND THE RIGHT FIELD FENCE OF A SOFTBALL FIELD IN THE NORTH ANGLE
 DD3290'OF THE JUNCTION. STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 DD3290'(6.1 CM) AND LEVEL WITH THE ROAD, 83.3 FEET (25.4 M) NORTHEAST OF
 DD3290'SURVEY MARK 021 050 RM 1, 57.3 FEET (17.5 M) EAST SOUTHEAST OF A
 DD3290'4.0-FOOT OAK TREE, 155.3 FEET (47.3 M) WEST NORTHWEST OF THE CENTER
 DD3290'OF THE ROAD, 85.6 FEET (26.1 M) NORTHEAST OF A LARGE POWER POLE WITH
 DD3290'FIVE BALLPARK LIGHTS AND A SCGS REFERENCE WASHER ATTACHED, 117.5 FEET
 DD3290'(35.8 M) NORTH NORTHEAST OF A POWER POLE WITH A GUY WIRE, 118.9 FEET
 DD3290'(36.2 M) NORTH OF A POWER POLE WITH THREE GUY WIRES, 141.0 FEET
 DD3290'(43.0 M) NORTH OF THE RIGHT FIELD FENCE CORNER OF THE BALLFIELD, 1.1
 DD3290'FEET (0.3 M) SOUTHEAST OF A WITNESS POST. NOTE-STATION IS
 DD3290'INTERVISIBLE WITH SURVEY STATION 021 050 AZ MK WITH A TALL SETUP.
 DD3290'RECOVERED BY T. HALL.
 DD3290
 DD3290                          STATION RECOVERY (1996)
 DD3290
 DD3290'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3290'STATION IS LOCATED 4.5 MILES (7.2 KM) EAST NORTHEAST OF COWARD, 4.4
 DD3290'MILES (7.1 KM) WEST SOUTHWEST OF HYMAN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3290'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3290'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3290'52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD
 DD3290'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.9 MILES (7.9 KM) TO THE
 DD3290'JUNCTION OF STATE ROAD 34 AND THE STATION IN AN OPEN GRASSY AREA
 DD3290'BEHIND THE RIGHT FIELD FENCE OF A SOFTBALL FIELD IN THE NORTH ANGLE OF
 DD3290'THE JUNCTION.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM)
 DD3290'AND LEVEL WITH THE ROAD, 83.3 FEET (25.4 M) NORTHEAST OF SURVEY MARK
 DD3290'021 050 RM 1, 57.3 FEET (17.5 M) EAST SOUTHEAST OF A 4.0-FOOT OAK
 DD3290'TREE, 155.3 FEET (47.3 M) WEST NORTHWEST OF THE CENTER OF THE ROAD,
 DD3290'85.6 FEET (26.1 M) NORTHEAST OF A LARGE POWER POLE WITH FIVE BALLPARK
 DD3290'LIGHTS AND A SCGS REFERENCE WASHER ATTACHED, 117.5 FEET (35.8 M) NORTH
 DD3290'NORTHEAST OF A POWER POLE WITH A GUY WIRE, 118.9 FEET (36.2 M) NORTH
 DD3290'OF A POWER POLE WITH THREE GUY WIRES, 141.0 FEET (43.0 M) NORTH OF THE
 DD3290'RIGHT FIELD FENCE CORNER OF THE BALLFIELD, 57.0 FEET (17.4 M) SOUTH OF
 DD3290'A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021
 DD3290'050 AZ MK WITH A TALL SETUP.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3291 ***********************************************************************
 DD3291  DESIGNATION -  021 050 AZ MK
 DD3291  PID         -  DD3291
 DD3291  STATE/COUNTY-  SC/FLORENCE
 DD3291  USGS QUAD   -  SCRANTON (1990)
 DD3291
 DD3291                         *CURRENT SURVEY CONTROL
 DD3291  ___________________________________________________________________
 DD3291* NAD 83(2001)-  33 58 46.86703(N)    079 40 32.25798(W)     ADJUSTED  
 DD3291* NAVD 88     -        26.400  (meters)      86.61   (feet)  ADJUSTED  
 DD3291  ___________________________________________________________________
 DD3291  X           -     948,886.455 (meters)                     COMP
 DD3291  Y           -  -5,208,788.810 (meters)                     COMP
 DD3291  Z           -   3,544,574.716 (meters)                     COMP
 DD3291  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DD3291  ELLIP HEIGHT-          -6.28  (meters)          (03/13/03) GPS OBS
 DD3291  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DD3291  DYNAMIC HT  -          26.373 (meters)      86.53  (feet)  COMP
 DD3291  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 DD3291
 DD3291  HORZ ORDER  -  FIRST
 DD3291  VERT ORDER  -  FIRST     CLASS II
 DD3291  ELLP ORDER  -  FOURTH    CLASS II
 DD3291
 DD3291.The horizontal coordinates were established by GPS observations
 DD3291.and adjusted by the National Geodetic Survey in March 2003..
 DD3291
 DD3291.The orthometric height was determined by differential leveling
 DD3291.and adjusted by the National Geodetic Survey in June 1994..
 DD3291
 DD3291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3291
 DD3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3291
 DD3291.The ellipsoidal height was determined by GPS observations
 DD3291.and is referenced to NAD 83.
 DD3291
 DD3291.The geoid height was determined by GEOID03.
 DD3291
 DD3291.The dynamic height is computed by dividing the NAVD 88
 DD3291.geopotential number by the normal gravity value computed on the
 DD3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3291.degrees latitude (g = 980.6199 gals.).
 DD3291
 DD3291.The modeled gravity was interpolated from observed gravity values.
 DD3291
 DD3291;                    North         East     Units Scale Factor Converg.
 DD3291;SPC SC       -   238,806.076   731,954.202   MT  0.99980827   +0 44 03.2
 DD3291;SPC SC       -   783,484.50  2,401,424.55   iFT  0.99980827   +0 44 03.2
 DD3291;UTM  17      - 3,760,693.826   622,336.184   MT  0.99978449   +0 44 25.0
 DD3291
 DD3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3291!SPC SC       -   1.00000099  x   0.99980827  =   0.99980926
 DD3291!UTM  17      -   1.00000099  x   0.99978449  =   0.99978548
 DD3291
 DD3291:                Primary Azimuth Mark                     Grid Az
 DD3291:SPC SC       -  021 050                                  039 47 46.3
 DD3291:UTM  17      -  021 050                                  039 47 24.5
 DD3291
 DD3291|---------------------------------------------------------------------|
 DD3291| PID    Reference Object                     Distance      Geod. Az  |
 DD3291|                                                           dddmmss.s |
 DD3291| DD3290 021 050                             APPROX. 0.5 KM 0403149.5 |
 DD3291|---------------------------------------------------------------------|
 DD3291
 DD3291                          SUPERSEDED SURVEY CONTROL
 DD3291
 DD3291  NAD 83(1995)-  33 58 46.86711(N)    079 40 32.25796(W) AD(       ) 1
 DD3291  ELLIP H (12/20/99)   -6.29   (m)                       GP(       ) 4 1
 DD3291  NAD 83(1986)-  33 58 46.87784(N)    079 40 32.25911(W) AD(       ) 1
 DD3291  NAD 83(1986)-  33 58 46.87606(N)    079 40 32.25993(W) AD(       ) 2
 DD3291  NAD 27      -  33 58 46.29469(N)    079 40 33.03696(W) AD(       ) 2
 DD3291  NGVD 29 (07/19/86)   26.4    (m)           87.     (f) VERT ANG       
 DD3291
 DD3291.Superseded values are not recommended for survey control.
 DD3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3291.See file dsdata.txt to determine how the superseded data were derived.
 DD3291
 DD3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2233660694(NAD 83)
 DD3291_MARKER: DD = SURVEY DISK
 DD3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3291_SP_SET: CONCRETE POST
 DD3291_STAMPING: AZ MK 021 050 1981
 DD3291_MARK LOGO: SCGS  
 DD3291_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3291+STABILITY: SURFACE MOTION
 DD3291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3291+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 DD3291
 DD3291  HISTORY     - Date     Condition        Report By
 DD3291  HISTORY     - 1981     MONUMENTED       SCGS
 DD3291  HISTORY     - 19930602 GOOD             SCGS
 DD3291  HISTORY     - 19960930 GOOD             SCGS
 DD3291
 DD3291                          STATION DESCRIPTION
 DD3291
 DD3291'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3291'STATION IS LOCATED 4.3 MILES (6.9 KM) EAST NORTHEAST OF COWARD, 4.7
 DD3291'MILES (7.6 KM) WEST SOUTHWEST OF HYMAN. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3291'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3291'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3291'52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD
 DD3291'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.7 MILES (7.6 KM) TO THE
 DD3291'STATION ON THE RIGHT NEAR A POWER POLE WITH A SCGS REFERENCE WASHER
 DD3291'ATTACHED ACROSS THE ROAD FROM THE HEBRON BAPTIST CHURCH, 0.2 MILE
 DD3291'(0.3 KM) SOUTHWEST OF THE JUNCTION OF STATE ROAD 34. STATION IS A
 DD3291'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 DD3291'ROAD, 23.1 FEET (7.0 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD,
 DD3291'7.2 FEET (2.2 M) SOUTHWEST OF THE POWER POLE, 80.2 FEET (24.4 M)
 DD3291'SOUTH SOUTHWEST OF THE EAST CORNER OF A CHAIN LINK FENCE AROUND THE
 DD3291'CEMETERY, 132.8 FEET (40.5 M) EAST NORTHEAST OF THE SOUTH CORNER OF
 DD3291'THE CHAIN LINK FENCE AROUND THE CEMETERY, 7.2 FEET (2.2 M) SOUTHWEST
 DD3291'OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION
 DD3291'021 050 WITH A TALL SETUP. RECOVERED BY T. HALL.
 DD3291
 DD3291                          STATION RECOVERY (1996)
 DD3291
 DD3291'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3291'STATION IS LOCATED 4.3 MILES (6.9 KM) EAST NORTHEAST OF COWARD, 4.7
 DD3291'MILES (7.6 KM) WEST SOUTHWEST OF HYMAN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3291'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3291'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3291'52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD
 DD3291'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.7 MILES (7.6 KM) TO THE
 DD3291'STATION ON THE RIGHT NEAR A POWER POLE WITH A SCGS REFERENCE WASHER
 DD3291'ATTACHED ACROSS THE ROAD FROM THE HEBRON BAPTIST CHURCH, 0.2 MILE (0.3
 DD3291'KM) SOUTHWEST OF THE JUNCTION OF STATE ROAD 34.  STATION IS A CONCRETE
 DD3291'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 23.1
 DD3291'FEET (7.0 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 7.2 FEET (2.2
 DD3291'M) SOUTHWEST OF THE POWER POLE, 58.5 FEET (17.8 M) EAST SOUTHEAST OF
 DD3291'THE SOUTHEAST CORNER OF A HEAD STONE (RUTH M.  MATHEW) , 54.5 FEET
 DD3291'(16.6 M) SOUTH OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE
 DD3291'CULVERT BENEATH PAVED PARKING APRON FOR THE CHURCH, 7.2 FEET (2.2 M)
 DD3291'SOUTHWEST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DD3291'STATION 021 050 WITH A TALL SETUP.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3679 ***********************************************************************
 DD3679  DESIGNATION -  021 050 RM 1
 DD3679  PID         -  DD3679
 DD3679  STATE/COUNTY-  SC/FLORENCE
 DD3679  USGS QUAD   -  SCRANTON (1990)
 DD3679
 DD3679                         *CURRENT SURVEY CONTROL
 DD3679  ___________________________________________________________________
 DD3679* NAD 83(1986)-  33 59 00.     (N)    079 40 18.     (W)     SCALED    
 DD3679* NAVD 88     -        26.872  (meters)      88.16   (feet)  ADJUSTED  
 DD3679  ___________________________________________________________________
 DD3679  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DD3679  DYNAMIC HT  -          26.846 (meters)      88.08  (feet)  COMP
 DD3679  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 DD3679
 DD3679  VERT ORDER  -  FIRST     CLASS II
 DD3679
 DD3679.The horizontal coordinates were scaled from a topographic map and have
 DD3679.an estimated accuracy of +/- 6 seconds.
 DD3679
 DD3679.The orthometric height was determined by differential leveling
 DD3679.and adjusted by the National Geodetic Survey in June 1994..
 DD3679
 DD3679.The geoid height was determined by GEOID03.
 DD3679
 DD3679.The dynamic height is computed by dividing the NAVD 88
 DD3679.geopotential number by the normal gravity value computed on the
 DD3679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3679.degrees latitude (g = 980.6199 gals.).
 DD3679
 DD3679.The modeled gravity was interpolated from observed gravity values.
 DD3679
 DD3679;                    North         East    Units  Estimated Accuracy
 DD3679;SPC SC       -   239,220.      732,320.      MT  (+/- 180 meters Scaled)
 DD3679
 DD3679                          SUPERSEDED SURVEY CONTROL
 DD3679
 DD3679.No superseded survey control is available for this station.
 DD3679
 DD3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT226611(NAD 83)
 DD3679_MARKER: DD = SURVEY DISK
 DD3679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3679_SP_SET: CONCRETE POST
 DD3679_STAMPING: RM 1 021-050 1981
 DD3679_MARK LOGO: SCGS  
 DD3679_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3679+STABILITY: SURFACE MOTION
 DD3679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3679+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1993
 DD3679
 DD3679  HISTORY     - Date     Condition        Report By
 DD3679  HISTORY     - 1981     MONUMENTED       SCGS
 DD3679  HISTORY     - 19930602 GOOD             SCGS
 DD3679
 DD3679                          STATION DESCRIPTION
 DD3679
 DD3679'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3679'STATION IS LOCATED 4.5 MILES (7.2 KM) EAST NORTHEAST OF COWARD, 4.4
 DD3679'MILES (7.1 KM) WEST SOUTHWEST OF HYMAN. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3679'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3679'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3679'52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD
 DD3679'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.9 MILES (7.9 KM) TO THE
 DD3679'JUNCTION OF STATE ROAD 34 AND THE STATION NEAR A POWER POLE WITH FIVE
 DD3679'BALLPARK LIGHTS IN AN OPEN GRASSY AREA BEHIND THE RIGHT FIELD FENCE
 DD3679'OF A SOFTBALL FIELD IN THE NORTH ANGLE OF THE JUNCTION. STATION IS A
 DD3679'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 86.1
 DD3679'FEET (26.2 M) SOUTH OF A 4.0-FOOT OAK TREE, 83.3 FEET (25.4 M)
 DD3679'SOUTHWEST OF SURVEY STATION 021 050, 183.0 FEET (55.8 M) NORTHWEST OF
 DD3679'THE CENTER OF THE ROAD, 2.4 FEET (0.7 M) NORTHEAST OF A POWER POLE
 DD3679'WITH FIVE BALLPARK LIGHTS AND A SCGS REFERENCE WASHER ATTACHED, 66.9
 DD3679'FEET (20.4 M) NORTH NORTHWEST OF A POWER POLE WITH A GUY WIRE, 86.9
 DD3679'FEET (26.5 M) NORTHWEST OF A POWER POLE WITH THREE GUY WIRES, 2.6
 DD3679'FEET (0.8 M) NORTH NORTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3257 ***********************************************************************
 DD3257  DESIGNATION -  021 051 AZ MK
 DD3257  PID         -  DD3257
 DD3257  STATE/COUNTY-  SC/FLORENCE
 DD3257  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD3257
 DD3257                         *CURRENT SURVEY CONTROL
 DD3257  ___________________________________________________________________
 DD3257* NAD 83(2001)-  33 57 45.29445(N)    079 31 14.15884(W)     ADJUSTED  
 DD3257* NAVD 88     -        23.232  (meters)      76.22   (feet)  ADJUSTED  
 DD3257  ___________________________________________________________________
 DD3257  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DD3257  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DD3257  DYNAMIC HT  -          23.209 (meters)      76.14  (feet)  COMP
 DD3257  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 DD3257
 DD3257  HORZ ORDER  -  SECOND
 DD3257  VERT ORDER  -  FIRST     CLASS II
 DD3257
 DD3257.The horizontal coordinates were established by classical geodetic methods
 DD3257.and adjusted by the National Geodetic Survey in March 2004..
 DD3257
 DD3257.The orthometric height was determined by differential leveling
 DD3257.and adjusted by the National Geodetic Survey in June 1994..
 DD3257
 DD3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3257
 DD3257.The geoid height was determined by GEOID03.
 DD3257
 DD3257.The dynamic height is computed by dividing the NAVD 88
 DD3257.geopotential number by the normal gravity value computed on the
 DD3257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3257.degrees latitude (g = 980.6199 gals.).
 DD3257
 DD3257.The modeled gravity was interpolated from observed gravity values.
 DD3257
 DD3257;                    North         East     Units Scale Factor Converg.
 DD3257;SPC SC       -   237,103.765   746,302.882   MT  0.99980670   +0 49 12.6
 DD3257;SPC SC       -   777,899.49  2,448,500.27   iFT  0.99980670   +0 49 12.6
 DD3257;UTM  17      - 3,758,993.079   636,685.042   MT  0.99983031   +0 49 35.7
 DD3257
 DD3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3257!SPC SC       -   1.00000153  x   0.99980670  =   0.99980823
 DD3257!UTM  17      -   1.00000153  x   0.99983031  =   0.99983184
 DD3257
 DD3257                          SUPERSEDED SURVEY CONTROL
 DD3257
 DD3257  NAD 83(1986)-  33 57 45.30194(N)    079 31 14.16317(W) AD(       ) 2
 DD3257  NAD 27      -  33 57 44.71714(N)    079 31 14.95362(W) AD(       ) 2
 DD3257  NGVD 29 (07/19/86)   23.9    (m)           78.     (f) VERT ANG       
 DD3257
 DD3257.Superseded values are not recommended for survey control.
 DD3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3257.See file dsdata.txt to determine how the superseded data were derived.
 DD3257
 DD3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3668558993(NAD 83)
 DD3257_MARKER: DD = SURVEY DISK
 DD3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3257_SP_SET: CONCRETE POST
 DD3257_STAMPING: AZ MK 021-051 1981
 DD3257_MARK LOGO: SCGS  
 DD3257_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3257+STABILITY: SURFACE MOTION
 DD3257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3257+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 DD3257
 DD3257  HISTORY     - Date     Condition        Report By
 DD3257  HISTORY     - 1981     MONUMENTED       SCGS
 DD3257  HISTORY     - 19930713 GOOD             SCGS
 DD3257  HISTORY     - 19960717 GOOD             SCGS
 DD3257
 DD3257                          STATION DESCRIPTION
 DD3257
 DD3257'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3257'STATION IS LOCATED 3.6 MILES (5.8 KM) SOUTHEAST OF PAMPLICO, 5.2 MILES
 DD3257'(8.4 KM) NORTH OF SALEM. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3257'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3257'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD3257'HIGHWAY 378 AND STATE HIGHWAY 51 IN THE COMMUNITY OF SALEM, 5.85
 DD3257'MILES (9.41 KM) NORTH NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON
 DD3257'HIGHWAY 51 FOR 5.3 MILES (8.5 KM) TO THE JUNCTION OF STATE ROAD 86,
 DD3257'TURN RIGHT ON ROAD 86 FOR 2.15 MILES (3.46 KM) TO THE STATION ON THE
 DD3257'LEFT, 0.3 MILE (0.5 KM) EAST SOUTHEAST OF THE JUNCTION OF STATE ROAD
 DD3257'57. STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0
 DD3257'FOOT (0.3 M) BELOW THE ROAD, 25.1 FEET (7.7 M) NORTH NORTHWEST OF THE
 DD3257'CENTER OF THE ROAD, 10.2 FEET (3.1 M) NORTHEAST OF THE EAST END OF A
 DD3257'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE WOODS ROAD, 29.1 FEET
 DD3257'(8.9 M) NORTHEAST OF THE WEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 DD3257'BENEATH THE WOODS ROAD, 15.2 FEET (4.6 M) NORTH NORTHWEST OF THE
 DD3257'NORTH EDGE OF THE ROAD, 1.5 FEET (0.5 M) EAST NORTHEAST OF A WITNESS
 DD3257'POST. RECOVERED BY C.E. GEOGHEGAN.
 DD3257
 DD3257                          STATION RECOVERY (1996)
 DD3257
 DD3257'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3257'STATION IS LOCATED 3.6 MILES (5.8 KM) SOUTHEAST OF PAMPLICO, 5.2 MILES
 DD3257'(8.4 KM) NORTH OF SALEM, 21.2 MILES (34.1 KM) SOUTHEAST OF FLORENCE.
 DD3257'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD3257'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD3257'FORK JUNCTION OF U.S.  HIGHWAY 378 AND STATE HIGHWAY 51 IN THE
 DD3257'COMMUNITY OF SALEM, 5.85 MILES (9.41 KM) NORTH NORTHWEST OF
 DD3257'JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 5.3 MILES (8.5 KM) TO THE
 DD3257'JUNCTION OF STATE ROAD 86 (MOUNT ZION ROAD) , TURN RIGHT ON ROAD 86
 DD3257'FOR 2.1 MILES (3.4 KM) TO THE STATION ON THE LEFT, 0.4 MILE (0.6 KM)
 DD3257'EAST SOUTHEAST OF THE JUNCTION OF STATE ROAD 57 (OLD RIVER ROAD) .
 DD3257'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT
 DD3257'(0.3 M) BELOW THE ROAD, 25.1 FEET (7.7 M) NORTH NORTHWEST OF THE
 DD3257'CENTER OF THE ROAD, 10.2 FEET (3.1 M) NORTHEAST OF THE EAST END OF A
 DD3257'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE WOODS ROAD, 29.1 FEET (8.9
 DD3257'M) NORTHEAST OF THE WEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 DD3257'BENEATH THE WOODS ROAD, 15.2 FEET (4.6 M) NORTH NORTHWEST OF THE NORTH
 DD3257'EDGE OF THE ROAD, 1.5 FEET (0.5 M) EAST NORTHEAST OF A WITNESS POST.
 DD3257'RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4732 ***********************************************************************
 DD4732  DESIGNATION -  021 051 RESET
 DD4732  PID         -  DD4732
 DD4732  STATE/COUNTY-  SC/FLORENCE
 DD4732  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4732
 DD4732                         *CURRENT SURVEY CONTROL
 DD4732  ___________________________________________________________________
 DD4732* NAD 83(2001)-  33 57 49.24542(N)    079 30 57.09830(W)     ADJUSTED  
 DD4732* NAVD 88     -        23.012  (meters)      75.50   (feet)  ADJUSTED  
 DD4732  ___________________________________________________________________
 DD4732  X           -     963,587.169 (meters)                     COMP
 DD4732  Y           -  -5,207,095.122 (meters)                     COMP
 DD4732  Z           -   3,543,100.268 (meters)                     COMP
 DD4732  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DD4732  ELLIP HEIGHT-          -9.99  (meters)          (03/13/03) GPS OBS
 DD4732  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DD4732  DYNAMIC HT  -          22.989 (meters)      75.42  (feet)  COMP
 DD4732  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 DD4732
 DD4732  HORZ ORDER  -  FIRST
 DD4732  VERT ORDER  -  FIRST     CLASS II
 DD4732  ELLP ORDER  -  FOURTH    CLASS II
 DD4732
 DD4732.The horizontal coordinates were established by GPS observations
 DD4732.and adjusted by the National Geodetic Survey in March 2003..
 DD4732
 DD4732.The orthometric height was determined by differential leveling
 DD4732.and adjusted by the National Geodetic Survey in June 1994..
 DD4732
 DD4732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4732
 DD4732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4732
 DD4732.The ellipsoidal height was determined by GPS observations
 DD4732.and is referenced to NAD 83.
 DD4732
 DD4732.The geoid height was determined by GEOID03.
 DD4732
 DD4732.The dynamic height is computed by dividing the NAVD 88
 DD4732.geopotential number by the normal gravity value computed on the
 DD4732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4732.degrees latitude (g = 980.6199 gals.).
 DD4732
 DD4732.The modeled gravity was interpolated from observed gravity values.
 DD4732
 DD4732;                    North         East     Units Scale Factor Converg.
 DD4732;SPC SC       -   237,231.743   746,739.011   MT  0.99980680   +0 49 22.1
 DD4732;SPC SC       -   778,319.37  2,449,931.14   iFT  0.99980680   +0 49 22.1
 DD4732;UTM  17      - 3,759,121.109   637,121.168   MT  0.99983178   +0 49 45.4
 DD4732
 DD4732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4732!SPC SC       -   1.00000157  x   0.99980680  =   0.99980837
 DD4732!UTM  17      -   1.00000157  x   0.99983178  =   0.99983335
 DD4732
 DD4732|---------------------------------------------------------------------|
 DD4732| PID    Reference Object                     Distance      Geod. Az  |
 DD4732|                                                           dddmmss.s |
 DD4732| DD3680 021 051 RM 1                          9.678 METERS 15222     |
 DD4732| DD3257 021 051 AZ MK                       454.607 METERS 2542808.3 |
 DD4732|---------------------------------------------------------------------|
 DD4732
 DD4732                          SUPERSEDED SURVEY CONTROL
 DD4732
 DD4732  NAD 83(1995)-  33 57 49.24547(N)    079 30 57.09823(W) AD(       ) 1
 DD4732  ELLIP H (12/20/99)  -10.00   (m)                       GP(       ) 4 1
 DD4732  NAD 83(1986)-  33 57 49.25528(N)    079 30 57.10164(W) AD(       ) 1
 DD4732  NAD 83(1986)-  33 57 49.25270(N)    079 30 57.10256(W) AD(       ) 2
 DD4732  NAD 27      -  33 57 48.66811(N)    079 30 57.89356(W) AD(       ) 2
 DD4732
 DD4732.Superseded values are not recommended for survey control.
 DD4732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4732.See file dsdata.txt to determine how the superseded data were derived.
 DD4732
 DD4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3712159121(NAD 83)
 DD4732_MARKER: DD = SURVEY DISK
 DD4732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4732_SP_SET: CONCRETE POST
 DD4732_STAMPING: HORZ 021-051 1981 1993
 DD4732_MARK LOGO: SCGS  
 DD4732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4732+STABILITY: SURFACE MOTION
 DD4732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4732+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2001
 DD4732
 DD4732  HISTORY     - Date     Condition        Report By
 DD4732  HISTORY     - 1993     MONUMENTED       SCGS
 DD4732  HISTORY     - 19960717 GOOD             SCGS
 DD4732  HISTORY     - 20011024 GOOD             SCGS
 DD4732
 DD4732                          STATION DESCRIPTION
 DD4732
 DD4732'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4732'STATION IS LOCATED 3.8 MILES (6.1 KM) SOUTHEAST OF PAMPLICO, 5.3 MILES
 DD4732'(8.5 KM) NORTH OF SALEM. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4732'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4732'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD4732'HIGHWAY 378 AND STATE HIGHWAY 51 IN THE COMMUNITY OF SALEM, 5.85
 DD4732'MILES (9.41 KM) NORTH NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON
 DD4732'HIGHWAY 51 FOR 5.3 MILES (8.5 KM) TO THE JUNCTION OF STATE ROAD 86,
 DD4732'TURN RIGHT ON ROAD 86 FOR 2.4 MILES (3.9 KM) TO THE STATION ON THE
 DD4732'LEFT, 0.05 MILE (0.08 KM) EAST SOUTHEAST OF THE JUNCTION OF STATE
 DD4732'ROAD 57. STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND
 DD4732'0.5 FOOT (15.2 CM) BELOW THE ROAD, 16.0 FEET (4.9 M) NORTH OF THE
 DD4732'CENTER OF THE ROAD, 63.0 FEET (19.2 M) NORTH OF A POWER POLE PN03,
 DD4732'122.7 FEET (37.4 M) EAST NORTHEAST OF THE EAST END OF A 1.2-FOOT
 DD4732'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO AN OLD FRAME
 DD4732'HOUSE, 31.9 FEET (9.7 M) NORTH NORTHWEST OF SURVEY STATION 021 051 RM
 DD4732'1, 112.1 FEET (34.2 M) NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK
 DD4732'CHIMNEY OF THE FRAME HOUSE, 6.9 FEET (2.1 M) SOUTH OF A WITNESS POST.
 DD4732'NOTE-STATION WAS SET DIRECTLY ABOVE THE UNDERGROUND MARK OF SURVEY
 DD4732'STATION 021 051 (PID NUMBER DD3256). DESCRIBED BY C.E. GEOGHEGAN.
 DD4732
 DD4732                          STATION RECOVERY (1996)
 DD4732
 DD4732'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD4732'STATION IS LOCATED 3.8 MILES (6.1 KM) SOUTHEAST OF PAMPLICO, 5.3 MILES
 DD4732'(8.5 KM) NORTH OF SALEM, 21.5 MILES (34.6 KM) SOUTHEAST OF FLORENCE.
 DD4732'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD4732'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD4732'FORK JUNCTION OF U.S.  HIGHWAY 378 AND STATE HIGHWAY 51 IN THE
 DD4732'COMMUNITY OF SALEM, 5.85 MILES (9.41 KM) NORTH NORTHWEST OF
 DD4732'JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 5.3 MILES (8.5 KM) TO THE
 DD4732'JUNCTION OF STATE ROAD 86, TURN RIGHT ON ROAD 86 FOR 2.4 MILES (3.9
 DD4732'KM) TO THE STATION ON THE LEFT, 0.05 MILE (0.08 KM) SOUTHWEST OF THE
 DD4732'JUNCTION OF STATE ROAD 57.  STATION IS A CONCRETE POST RECESSED 0.2
 DD4732'FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 15.5 FEET (4.7 M)
 DD4732'NORTH OF THE CENTER OF THE ROAD, 63.0 FEET (19.2 M) NORTH OF A POWER
 DD4732'POLE PN03, 122.7 FEET (37.4 M) EAST NORTHEAST OF THE EAST END OF A
 DD4732'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO AN OLD
 DD4732'FRAME HOUSE, 31.9 FEET (9.7 M) NORTH NORTHWEST OF SURVEY STATION 021
 DD4732'051 RM 1, 112.1 FEET (34.2 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 DD4732'BRICK CHIMNEY OF THE FRAME HOUSE, 6.9 FEET (2.1 M) SOUTH OF A WITNESS
 DD4732'POST.  RECOVERED BY R.W.  ROBERTS.
 DD4732
 DD4732                          STATION RECOVERY (2001)
 DD4732
 DD4732'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4732'STATION IS LOCATED 3.8 MILES (6.1 KM) SOUTHEAST OF PAMPLICO, 21.3
 DD4732'MILES (34.3 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD4732'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4732'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS
 DD4732'41, 51, U.S.  HIGHWAY 378 (EAST/WEST MYRTLE BEACH HIGHWAY) AND STATE
 DD4732'ROAD 57 (OLD RIVER ROAD) , 4.5 MILES (7.2 KM) NORTH OF JOHNSONVILLE,
 DD4732'GO NORTH NORTHWEST ON ROAD 57 FOR 3.95 MILES (6.36 KM) TO THE JUNCTION
 DD4732'OF STATE ROAD 66 (EAST BRAZEN ROAD) , CONTINUE ON ROAD 47 FOR 2.7
 DD4732'MILES (4.3 KM) TO THE JUNCTION OF STATE ROAD 86 (MOUNT ZION ROAD) LEFT
 DD4732'AND A SAND ROAD RIGHT (EVANS FARM ROAD) , TURN LEFT ON ROAD 86 FOR 0.1
 DD4732'MILE (0.2 KM) TO THE STATION ON THE RIGHT OPPOSITE A POWER POLE.
 DD4732'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT
 DD4732'(15.2 CM) BELOW THE ROAD, 63.3 FEET (19.3 M) NORTH OF THE POWER POLE
 DD4732'PN03/BM, 122.5 FEET (37.3 M) EAST NORTHEAST OF THE EAST END OF A
 DD4732'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY TO A MOBILE HOME
 DD4732'NUMBER 1044, 16.1 FEET (4.9 M) NORTH OF THE CENTER OF THE ROAD, 31.8
 DD4732'FEET (9.7 M) NORTH NORTHWEST OF SURVEY STATION 021 051 RM 1, 7.0 FEET
 DD4732'(2.1 M) SOUTH OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH
 DD4732'SURVEY STATION 021 051 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3680 ***********************************************************************
 DD3680  DESIGNATION -  021 051 RM 1
 DD3680  PID         -  DD3680
 DD3680  STATE/COUNTY-  SC/FLORENCE
 DD3680  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD3680
 DD3680                         *CURRENT SURVEY CONTROL
 DD3680  ___________________________________________________________________
 DD3680* NAD 83(1986)-  33 57 49.     (N)    079 30 57.     (W)     SCALED    
 DD3680* NAVD 88     -        23.044  (meters)      75.60   (feet)  ADJUSTED  
 DD3680  ___________________________________________________________________
 DD3680  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DD3680  DYNAMIC HT  -          23.021 (meters)      75.53  (feet)  COMP
 DD3680  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 DD3680
 DD3680  VERT ORDER  -  FIRST     CLASS II
 DD3680
 DD3680.The horizontal coordinates were scaled from a topographic map and have
 DD3680.an estimated accuracy of +/- 6 seconds.
 DD3680
 DD3680.The orthometric height was determined by differential leveling
 DD3680.and adjusted by the National Geodetic Survey in June 1994..
 DD3680
 DD3680.The geoid height was determined by GEOID03.
 DD3680
 DD3680.The dynamic height is computed by dividing the NAVD 88
 DD3680.geopotential number by the normal gravity value computed on the
 DD3680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3680.degrees latitude (g = 980.6199 gals.).
 DD3680
 DD3680.The modeled gravity was interpolated from observed gravity values.
 DD3680
 DD3680;                    North         East    Units  Estimated Accuracy
 DD3680;SPC SC       -   237,220.      746,740.      MT  (+/- 180 meters Scaled)
 DD3680
 DD3680                          SUPERSEDED SURVEY CONTROL
 DD3680
 DD3680.No superseded survey control is available for this station.
 DD3680
 DD3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT371591(NAD 83)
 DD3680_MARKER: DD = SURVEY DISK
 DD3680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3680_SP_SET: CONCRETE POST
 DD3680_STAMPING: RM 1 021-051 1981
 DD3680_MARK LOGO: SCGS  
 DD3680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3680+STABILITY: SURFACE MOTION
 DD3680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3680+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2001
 DD3680
 DD3680  HISTORY     - Date     Condition        Report By
 DD3680  HISTORY     - 1981     MONUMENTED       SCGS
 DD3680  HISTORY     - 19930602 GOOD             SCGS
 DD3680  HISTORY     - 19960717 GOOD             SCGS
 DD3680  HISTORY     - 20011024 GOOD             SCGS
 DD3680
 DD3680                          STATION DESCRIPTION
 DD3680
 DD3680'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3680'STATION IS LOCATED 3.8 MILES (6.1 KM) SOUTHEAST OF PAMPLICO, 5.3 MILES
 DD3680'(8.5 KM) NORTH OF SALEM. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3680'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3680'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD3680'HIGHWAY 378 AND STATE HIGHWAY 51 IN THE COMMUNITY OF SALEM, 5.85
 DD3680'MILES (9.41 KM) NORTH NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON
 DD3680'HIGHWAY 51 FOR 5.3 MILES (8.5 KM) TO THE JUNCTION OF STATE ROAD 86,
 DD3680'TURN RIGHT ON ROAD 86 FOR 2.4 MILES (3.9 KM) TO THE STATION ON THE
 DD3680'RIGHT, 0.05 MILE (0.08 KM) EAST SOUTHEAST OF THE JUNCTION OF STATE
 DD3680'ROAD 57. STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND
 DD3680'0.5 FOOT (15.2 CM) BELOW THE ROAD, 16.2 FEET (4.9 M) SOUTH OF THE
 DD3680'CENTER OF THE ROAD, 32.0 FEET (9.8 M) SOUTH SOUTHEAST OF SURVEY
 DD3680'STATION 021 051 RESET, 38.0 FEET (11.6 M) NORTH NORTHEAST OF A POWER
 DD3680'POLE PN03, 97.9 FEET (29.8 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 DD3680'BRICK CHIMNEY OF A SMALL WOODEN HOUSE, 8.3 FEET (2.5 M) NORTH OF A
 DD3680'WITNESS POST. RECOVERED BY T. HALL.
 DD3680
 DD3680                          STATION RECOVERY (1996)
 DD3680
 DD3680'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3680'STATION IS LOCATED 3.8 MILES (6.1 KM) SOUTHEAST OF PAMPLICO, 5.3 MILES
 DD3680'(8.5 KM) NORTH OF SALEM, 21.5 MILES (34.6 KM) SOUTHEAST OF FLORENCE.
 DD3680'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD3680'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD3680'FORK JUNCTION OF U.S.  HIGHWAY 378 AND STATE HIGHWAY 51 IN THE
 DD3680'COMMUNITY OF SALEM, 5.85 MILES (9.41 KM) NORTH NORTHWEST OF
 DD3680'JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 5.3 MILES (8.5 KM) TO THE
 DD3680'JUNCTION OF STATE ROAD 86, TURN RIGHT ON ROAD 86 FOR 2.4 MILES (3.9
 DD3680'KM) TO THE STATION ON THE RIGHT, 0.05 MILE (0.08 KM) EAST SOUTHEAST OF
 DD3680'THE JUNCTION OF STATE ROAD 57.  STATION IS A CONCRETE POST RECESSED
 DD3680'0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 16.2 FEET
 DD3680'(4.9 M) SOUTH OF THE CENTER OF THE ROAD, 32.0 FEET (9.8 M) SOUTH
 DD3680'SOUTHEAST OF SURVEY STATION 021 051 RESET, 38.0 FEET (11.6 M) NORTH
 DD3680'NORTHEAST OF A POWER POLE PN03, 97.9 FEET (29.8 M) NORTHEAST OF THE
 DD3680'NORTHEAST CORNER OF A BRICK CHIMNEY OF A SMALL WOODEN HOUSE, 124.6
 DD3680'FEET (38.0 M) EAST NORTHEAST OF THE EAST END OF A 1.2-FOOT CONCRETE
 DD3680'PIPE CULVERT BENEATH A DRIVEWAY LEADING TO AN OLD FRAME HOUSE, 8.3
 DD3680'FEET (2.5 M) NORTH OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
 DD3680
 DD3680                          STATION RECOVERY (2001)
 DD3680
 DD3680'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD3680'STATION IS LOCATED 10.8 MILES (17.4 KM) NORTH NORTHWEST OF PAMPLICO,
 DD3680'21.3 MILES (34.3 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT,
 DD3680'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3680'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS
 DD3680'41, 51, U.S.  HIGHWAY 378 (EAST/WEST MYRTLE BEACH HIGHWAY) AND STATE
 DD3680'ROAD 57 (OLD RIVER ROAD) , 4.5 MILES (7.2 KM) NORTH OF JOHNSONVILLE,
 DD3680'GO NORTH NORTHWEST ON ROAD 57 FOR 3.95 MILES (6.36 KM) TO THE JUNCTION
 DD3680'OF STATE ROAD 66 (EAST BRAZEN ROAD) , CONTINUE ON ROAD 47 FOR 2.7
 DD3680'MILES (4.3 KM) TO THE JUNCTION OF STATE ROAD 86 (MOUNT ZION ROAD) LEFT
 DD3680'AND A SAND ROAD RIGHT (EVANS FARM ROAD) , TURN LEFT ON ROAD 86 FOR 0.1
 DD3680'MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR POWER POLE.  STATION IS
 DD3680'A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM)
 DD3680'BELOW THE ROAD, 31.8 FEET (9.7 M) SOUTH SOUTHEAST OF SURVEY STATION
 DD3680'021 051 RESET, 124.4 FEET (37.9 M) EAST OF THE EAST END OF A 1.5-FOOT
 DD3680'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO A MOBILE HOME
 DD3680'NUMBER 1044, 15.3 FEET (4.7 M) SOUTH OF THE CENTER OF THE ROAD, 38.3
 DD3680'FEET (11.7 M) NORTH NORTHEAST OF THE POWER POLE PN03/BM, 37.8 FEET
 DD3680'(11.5 M) NORTH NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2780 ***********************************************************************
 EB2780  DESIGNATION -  021 052
 EB2780  PID         -  EB2780
 EB2780  STATE/COUNTY-  SC/FLORENCE
 EB2780  USGS QUAD   -  EVERGREEN (1986)
 EB2780
 EB2780                         *CURRENT SURVEY CONTROL
 EB2780  ___________________________________________________________________
 EB2780* NAD 83(2001)-  34 04 50.61811(N)    079 38 35.38848(W)     ADJUSTED  
 EB2780* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 EB2780  ___________________________________________________________________
 EB2780  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 EB2780  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 EB2780
 EB2780  HORZ ORDER  -  SECOND
 EB2780
 EB2780.The horizontal coordinates were established by classical geodetic methods
 EB2780.and adjusted by the National Geodetic Survey in March 2004..
 EB2780
 EB2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2780
 EB2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2780
 EB2780.The geoid height was determined by GEOID03.
 EB2780
 EB2780;                    North         East     Units Scale Factor Converg.
 EB2780;SPC SC       -   250,049.797   734,806.130   MT  0.99981935   +0 45 08.0
 EB2780;SPC SC       -   820,373.35  2,410,781.27   iFT  0.99981935   +0 45 08.0
 EB2780;UTM  17      - 3,771,937.623   625,186.646   MT  0.99979319   +0 45 37.5
 EB2780
 EB2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2780!SPC SC       -   1.00000212  x   0.99981935  =   0.99982147
 EB2780!UTM  17      -   1.00000212  x   0.99979319  =   0.99979531
 EB2780
 EB2780|---------------------------------------------------------------------|
 EB2780| PID    Reference Object                     Distance      Geod. Az  |
 EB2780|                                                           dddmmss.s |
 EB2780| EB3115 021 052 RM 1                         14.164 METERS 07116     |
 EB2780| EB2779 021 052 AZ MK                       APPROX. 1.0 KM 1701938.1 |
 EB2780|---------------------------------------------------------------------|
 EB2780
 EB2780                          SUPERSEDED SURVEY CONTROL
 EB2780
 EB2780  NAD 83(1986)-  34 04 50.62886(N)    079 38 35.39016(W) AD(       ) 2
 EB2780  NAD 83(1986)-  34 04 50.62728(N)    079 38 35.39116(W) AD(       ) 2
 EB2780  NAD 27      -  34 04 50.05702(N)    079 38 36.17137(W) AD(       ) 2
 EB2780  NGVD 29 (07/19/86)   19.4    (m)           64.     (f) VERT ANG       
 EB2780
 EB2780.Superseded values are not recommended for survey control.
 EB2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2780.See file dsdata.txt to determine how the superseded data were derived.
 EB2780
 EB2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2518771938(NAD 83)
 EB2780_MARKER: DD = SURVEY DISK
 EB2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2780_STAMPING: HORZ 021-052 1981
 EB2780_MARK LOGO: SCGS  
 EB2780_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2780+STABILITY: SURFACE MOTION
 EB2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB2780+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 EB2780
 EB2780  HISTORY     - Date     Condition        Report By
 EB2780  HISTORY     - 1981     MONUMENTED       SCGS
 EB2780  HISTORY     - 19960925 GOOD             SCGS
 EB2780
 EB2780                          STATION DESCRIPTION
 EB2780
 EB2780'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB2780'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF FLORENCE
 EB2780'ABOUT 2.0 MILES NORTH OF EVERGREEN ON STATE HIGHWAY RIGHT-OF-WAY.
 EB2780'CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX
 EB2780'191, COLUMBIA, S.C. 29202, TELEPHONE (803) 758-3414.
 EB2780'
 EB2780'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND
 EB2780'S-21-46 APPROXIMATELY 2 1/2 MILE WSW OF STATION LEACH 1935, GO
 EB2780'NORTHERLY ON S-21-46 FOR 2.0 MILES TO JUNCTION OF S-21-575, KEEP LEFT
 EB2780'STRAIGHT AHEAD ON S-21-575 FOR 0.3 MILE TO POINT SELECTED FOR AZ MK,
 EB2780'CONTINUE AHEAD FOR 0.6 MILE TO STATION ON LEFT.
 EB2780'
 EB2780'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2780'---021 052 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2780'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  4.4 METERS W FROM
 EB2780'APPROXIMATE CENTER OF HIGHWAY S-21-575,  1.1 METERS W FROM WEST
 EB2780'EDGE OF HIGHWAY S-21-575,  0.9 METERS E FROM A METAL WITNESS POST,
 EB2780'AND 19.8 METERS SW FROM A 12 INCH PINE TREE WITH RED FLAGGING.
 EB2780'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2780'DISK STAMPED---021 052 1981---SET INTO AN IRREGULAR MASS OF
 EB2780'CONCRETE 1.1 METERS BELOW THE SURFACE.
 EB2780'
 EB2780'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2780'DISK STAMPED---RM 1 021 052 1981---SET INTO THE TOP OF A ROUND
 EB2780'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2780'14.9 METERS NE FROM A METAL WITNESS POST,  5.8 METERS E FROM THE EAST
 EB2780'EDGE OF HIGHWAY S-21-575,  9.3 METERS E FROM APPROXIMATE CENTER
 EB2780'OF HIGHWAY S-21-575,  9.4 METERS S FROM A 12 INCH PINE TREE WITH RED
 EB2780'FLAGGING, AND IS LEVEL WITH THE STATION.
 EB2780'
 EB2780'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2780'STAMPED---AZ MK 021 052 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB2780'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.4 METERS
 EB2780'E FROM APPROXIMATE CENTER OF HIGHWAY S-21-575,  1.3 METERS NW
 EB2780'FROM IRON PIPE PROJECTING 10 INCHES ABOVE GROUND,  1.0 METERS W
 EB2780'FROM A POWER POLE WITH TRANSFORMER, 20.7 METERS N FROM THE
 EB2780'APPROXIMATE CENTER OF A DRIVEWAY TO WHITE FRAME, AND FROM HOUSE.
 EB2780'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON S-21-575 FOR
 EB2780'1.0 KM (0.6 MI) TO POWER LINE POLE ON LEFT AND AZIMUTH MARK ON LEFT.
 EB2780
 EB2780                          STATION RECOVERY (1996)
 EB2780
 EB2780'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB2780'STATION IS LOCATED 9.5 MILES (15.3 KM) NORTHEAST OF COWARD, 10.5 MILES
 EB2780'(16.9 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB2780'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB2780'803-737-1350.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE
 EB2780'HIGHWAYS 51 (PAMPLICO HIGHWAY) , 327 (PLANER ROAD) AND STATE ROAD 149
 EB2780'(ARMFIELD ROAD) IN EVERGREEN, GO EAST SOUTHEAST ON ROAD 149 FOR 2.0
 EB2780'MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 575 (FRANCIS MARION ROAD)
 EB2780', TURN LEFT ON ROAD 575 FOR 1.0 MILE (1.6 KM) TO THE BRIDGE OVER
 EB2780'WILLOW CREEK, CONTINUE ON ROAD 575 FOR 0.1 MILE (0.2 KM) TO THE
 EB2780'STATION ON THE LEFT IN THE SHOULDER OF THE ROAD.  STATION IS A
 EB2780'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 14.8 FEET
 EB2780'(4.5 M) WEST OF THE CENTER OF THE ROAD, 15.5 FEET (4.7 M) SOUTHEAST OF
 EB2780'A 1.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 79.6 FEET
 EB2780'(24.3 M) SOUTH SOUTHEAST OF THE EXTENDED CENTER OF A FIELD ACCESS ROAD
 EB2780'LEADING EAST, 46.5 FEET (14.2 M) WEST SOUTHWEST OF SURVEY STATION 021
 EB2780'052 RM 1, 13.0 FEET (4.0 M) EAST NORTHEAST OF A WITNESS POST.
 EB2780'RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2779 ***********************************************************************
 EB2779  DESIGNATION -  021 052 AZ MK
 EB2779  PID         -  EB2779
 EB2779  STATE/COUNTY-  SC/FLORENCE
 EB2779  USGS QUAD   -  EVERGREEN (1986)
 EB2779
 EB2779                         *CURRENT SURVEY CONTROL
 EB2779  ___________________________________________________________________
 EB2779* NAD 83(2001)-  34 04 19.36027(N)    079 38 28.98626(W)     ADJUSTED  
 EB2779* NAVD 88     -        28.2    (meters)      93.     (feet)  GPS OBS   
 EB2779  ___________________________________________________________________
 EB2779  X           -     950,968.782 (meters)                     COMP
 EB2779  Y           -  -5,202,583.249 (meters)                     COMP
 EB2779  Z           -   3,553,066.534 (meters)                     COMP
 EB2779  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 EB2779  ELLIP HEIGHT-          -4.26  (meters)          (03/13/03) GPS OBS
 EB2779  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 EB2779
 EB2779  HORZ ORDER  -  FIRST
 EB2779  ELLP ORDER  -  FOURTH    CLASS II
 EB2779
 EB2779.The horizontal coordinates were established by GPS observations
 EB2779.and adjusted by the National Geodetic Survey in March 2003..
 EB2779
 EB2779.The orthometric height was determined by GPS observations and a
 EB2779.high-resolution geoid model.
 EB2779
 EB2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB2779
 EB2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2779
 EB2779.The ellipsoidal height was determined by GPS observations
 EB2779.and is referenced to NAD 83.
 EB2779
 EB2779.The geoid height was determined by GEOID03.
 EB2779
 EB2779;                    North         East     Units Scale Factor Converg.
 EB2779;SPC SC       -   249,089.089   734,982.885   MT  0.99981828   +0 45 11.6
 EB2779;SPC SC       -   817,221.42  2,411,361.17   iFT  0.99981828   +0 45 11.6
 EB2779;UTM  17      - 3,770,976.965   625,363.533   MT  0.99979373   +0 45 40.5
 EB2779
 EB2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2779!SPC SC       -   1.00000067  x   0.99981828  =   0.99981895
 EB2779!UTM  17      -   1.00000067  x   0.99979373  =   0.99979440
 EB2779
 EB2779                          SUPERSEDED SURVEY CONTROL
 EB2779
 EB2779  NAD 83(1995)-  34 04 19.36032(N)    079 38 28.98624(W) AD(       ) 1
 EB2779  ELLIP H (12/20/99)   -4.27   (m)                       GP(       ) 4 1
 EB2779  NAD 83(1986)-  34 04 19.37097(N)    079 38 28.98786(W) AD(       ) 1
 EB2779  NAD 83(1986)-  34 04 19.36890(N)    079 38 28.98904(W) AD(       ) 2
 EB2779  NAD 27      -  34 04 18.79791(N)    079 38 29.76936(W) AD(       ) 2
 EB2779  NGVD 29 (07/19/86)   28.2    (m)           93.     (f) VERT ANG       
 EB2779
 EB2779.Superseded values are not recommended for survey control.
 EB2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2779.See file dsdata.txt to determine how the superseded data were derived.
 EB2779
 EB2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2536470977(NAD 83)
 EB2779_MARKER: DD = SURVEY DISK
 EB2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2779_SP_SET: CONCRETE POST
 EB2779_STAMPING: AZ MK 021 052 1981
 EB2779_MARK LOGO: SCGS  
 EB2779_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2779+STABILITY: SURFACE MOTION
 EB2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2779+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 EB2779
 EB2779  HISTORY     - Date     Condition        Report By
 EB2779  HISTORY     - 1981     MONUMENTED       SCGS
 EB2779  HISTORY     - 19930920 GOOD             SCGS
 EB2779  HISTORY     - 19960925 GOOD             SCGS
 EB2779
 EB2779                          STATION DESCRIPTION
 EB2779
 EB2779'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2779'STATION IS LOCATED 11.1 MILES (17.9 KM) SOUTHEAST OF FLORENCE, 9.2
 EB2779'MILES (14.8 KM) NORTHEAST OF COWARD. OWNERSHIP--SCDOT, DIRECTOR OF
 EB2779'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB2779'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB2779'HIGHWAYS 327, 51 AND STATE ROAD 149 IN EVERGREEN, 10.0 MILES
 EB2779'(16.1 KM) SOUTHEAST OF FLORENCE, GO EAST ON ROAD 149 FOR 2.1 MILES
 EB2779'(3.4 KM) TO THE JUNCTION OF STATE ROAD 46, TURN LEFT ON ROAD 46 FOR
 EB2779'0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 575, CONTINUE ON ROAD
 EB2779'575 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 EB2779'POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 9.4 METERS
 EB2779'(30.8 FT) EAST OF THE CENTER OF THE ROAD, 1.3 METERS (4.3 FT)
 EB2779'NORTHWEST OF AN IRON PIPE PROJECTING 0.8 FOOT, 1.0 METER (3.3 FT) WEST
 EB2779'OF THE POWER POLE WITH A TRANSFORMER, 20.7 METERS (67.9 FT) NORTH OF
 EB2779'THE CENTER OF A DRIVEWAY TO A WHITE FRAME HOUSE.
 EB2779
 EB2779                          STATION RECOVERY (1996)
 EB2779
 EB2779'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB2779'STATION IS LOCATED 9.2 MILES (14.8 KM) NORTHEAST OF COWARD, 10.95
 EB2779'MILES (17.62 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB2779'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB2779'803-737-1350.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE
 EB2779'HIGHWAYS 51 (PAMPLICO HIGHWAY) , 327 (PLANER ROAD) AND STATE ROAD 149
 EB2779'(ARMFIELD ROAD) IN EVERGREEN, GO EAST SOUTHEAST ON ROAD 149 FOR 2.0
 EB2779'MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 575 (FRANCIS MARION ROAD)
 EB2779', TURN LEFT ON ROAD 575 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE
 EB2779'RIGHT NEAR A POWER POLE IN FRONT OF A WOOD FRAME HOUSE.  STATION IS A
 EB2779'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE
 EB2779'ROAD, 31.0 FEET (9.4 M) EAST OF THE CENTER OF THE ROAD, 10.0 FEET (3.0
 EB2779'M) EAST NORTHEAST OF THE NORTHEAST END OF A 1.0-FOOT METAL PIPE
 EB2779'CULVERT BENEATH A GRASSY DRIVE LEADING TO THE HOUSE, 20.7 FEET (6.3 M)
 EB2779'SOUTH OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 3.3 FEET (1.0 M)
 EB2779'WEST OF THE POWER POLE WITH A TRANSFORMER AND GUY WIRE, 2.6 FEET (0.8
 EB2779'M) WEST OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2841 ***********************************************************************
 DD2841  DESIGNATION -  021 053
 DD2841  PID         -  DD2841
 DD2841  STATE/COUNTY-  SC/FLORENCE
 DD2841  USGS QUAD   -  GRESHAM (1990)
 DD2841
 DD2841                         *CURRENT SURVEY CONTROL
 DD2841  ___________________________________________________________________
 DD2841* NAD 83(2001)-  33 53 01.96890(N)    079 29 36.49649(W)     ADJUSTED  
 DD2841* NAVD 88     -        21.1    (meters)      69.     (feet)  GPS OBS   
 DD2841  ___________________________________________________________________
 DD2841  X           -     966,522.338 (meters)                     COMP
 DD2841  Y           -  -5,211,573.615 (meters)                     COMP
 DD2841  Z           -   3,535,754.470 (meters)                     COMP
 DD2841  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DD2841  ELLIP HEIGHT-         -11.96  (meters)          (03/13/03) GPS OBS
 DD2841  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DD2841
 DD2841  HORZ ORDER  -  FIRST
 DD2841  ELLP ORDER  -  FOURTH    CLASS II
 DD2841
 DD2841.The horizontal coordinates were established by GPS observations
 DD2841.and adjusted by the National Geodetic Survey in March 2003..
 DD2841
 DD2841.The orthometric height was determined by GPS observations and a
 DD2841.high-resolution geoid model.
 DD2841
 DD2841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2841
 DD2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2841
 DD2841.The ellipsoidal height was determined by GPS observations
 DD2841.and is referenced to NAD 83.
 DD2841
 DD2841.The geoid height was determined by GEOID03.
 DD2841
 DD2841;                    North         East     Units Scale Factor Converg.
 DD2841;SPC SC       -   228,412.967   748,936.714   MT  0.99980064   +0 50 06.8
 DD2841;SPC SC       -   749,386.37  2,457,141.45   iFT  0.99980064   +0 50 06.8
 DD2841;UTM  17      - 3,750,302.268   639,319.810   MT  0.99983928   +0 50 24.2
 DD2841
 DD2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2841!SPC SC       -   1.00000188  x   0.99980064  =   0.99980252
 DD2841!UTM  17      -   1.00000188  x   0.99983928  =   0.99984116
 DD2841
 DD2841:                Primary Azimuth Mark                     Grid Az
 DD2841:SPC SC       -  021 053 AZ MK                            274 46 00.4
 DD2841:UTM  17      -  021 053 AZ MK                            274 45 43.0
 DD2841
 DD2841|---------------------------------------------------------------------|
 DD2841| PID    Reference Object                     Distance      Geod. Az  |
 DD2841|                                                           dddmmss.s |
 DD2841| DD3255 021 053 AZ MK                       APPROX. 1.0 KM 2753607.2 |
 DD2841| DD3681 021 053 RM 1                          8.657 METERS 27729     |
 DD2841|---------------------------------------------------------------------|
 DD2841
 DD2841                          SUPERSEDED SURVEY CONTROL
 DD2841
 DD2841  NAD 83(1995)-  33 53 01.96897(N)    079 29 36.49642(W) AD(       ) 1
 DD2841  ELLIP H (12/20/99)  -11.97   (m)                       GP(       ) 4 1
 DD2841  NAD 83(1986)-  33 53 01.97751(N)    079 29 36.50026(W) AD(       ) 1
 DD2841  NAD 83(1986)-  33 53 01.97774(N)    079 29 36.51395(W) AD(       ) 2
 DD2841  NAD 27      -  33 53 01.38424(N)    079 29 37.30657(W) AD(       ) 2
 DD2841  NGVD 29 (07/19/86)   21.3    (m)           70.     (f) VERT ANG       
 DD2841
 DD2841.Superseded values are not recommended for survey control.
 DD2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2841.See file dsdata.txt to determine how the superseded data were derived.
 DD2841
 DD2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3932050302(NAD 83)
 DD2841_MARKER: DD = SURVEY DISK
 DD2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2841_STAMPING: HORZ 021 053 1981
 DD2841_MARK LOGO: SCGS  
 DD2841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2841+STABILITY: SURFACE MOTION
 DD2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2841+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 DD2841
 DD2841  HISTORY     - Date     Condition        Report By
 DD2841  HISTORY     - 1981     MONUMENTED       SCGS
 DD2841  HISTORY     - 19960717 GOOD             SCGS
 DD2841  HISTORY     - 20011017 GOOD             SCGS
 DD2841
 DD2841                          STATION DESCRIPTION
 DD2841
 DD2841'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2841'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTH-NORTHWEST OF
 DD2841'JOHNSVILLE, ABOUT 14.5 KM (9.0 MI) SOUTH-SOUTHEAST OF PAMPLICO, IS ON
 DD2841'THE RIGHT-OF-WAY OF U.S. HIGHWAY 378.  FOR INFORMATION CONTACT--  MR.
 DD2841'GEROGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD2841'S.C. 29202, TELEPHONE (803) 758-3414.
 DD2841'
 DD2841'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND U.S.
 DD2841'HIGHWAY 378 IN KINGSBURG, GO WESTERLY ON U.S. HIGHWAY 378 FOR 2.4 KM
 DD2841'(1.05 MI) TO STATION FL 190 ECC ON RIGHT, CONTINUE AHEAD ON U.S.
 DD2841'HIGHWAY 378 FOR 1.8 KM (1.15 MI) TO THE STATION ON LEFT.
 DD2841'
 DD2841'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2841'---021 053 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35.6
 DD2841'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.3 METERS S FROM
 DD2841'APPROXIMATE CENTER OF SC STATE HIGHWAY 378,  2.3 METERS W FROM A
 DD2841'TELEPHONE POLE LP 98, AND  1.4 METERS W FROM A METAL WITNESS POST.
 DD2841'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2841'DISK STAMPED---021 053 1981---SET INTO AN IRREGULAR MASS OF
 DD2841'CONCRETE 3  1 FEET BELOW THE SURFACE.
 DD2841'
 DD2841'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2841'DISK STAMPED---RM 1 021 053 1981---SET INTO THE TOP OF A ROUND
 DD2841'CONCRETE MONUMENT 35.6 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2841'9.8 METERS S FROM APPROXIMATE CENTER OF SC STATE HIGHWAY 378,
 DD2841'11.0 METERS W FROM A TELEPHONE POLE LP 9B, 10.1 METERS W FROM A METAL
 DD2841'WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD2841'
 DD2841'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2841'STAMPED---AZ MK 021 053 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2841'MONUMENT  35 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.2 METERS
 DD2841'N FROM THE APPROXIMATE CENTER OF SC STATE HIGHWAY 378,  4.6 METERS S
 DD2841'FROM THE APPROXIMATE CENTER OF DIRT ROAD, 14.6 METERS SE FROM A POWER
 DD2841'POLE WITH TRANSFORMER, AND  1.1 METERS E FROM A METAL WITNESS POST.
 DD2841'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST ON HIGHWAY 378 FOR
 DD2841'0.89 KM (0.55 MI) TO ANGLED DIRT ROAD ON RIGHT AND MARK ON RIGHT.
 DD2841
 DD2841                          STATION RECOVERY (1996)
 DD2841
 DD2841'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD2841'STATION IS LOCATED 5.2 MILES (8.4 KM) NORTHWEST OF JOHNSONVILLE, 26.6
 DD2841'MILES (42.8 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD2841'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD2841'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD2841'378 (HANNAH) AND STATE HIGHWAY 51 (PAMPLICO HIGHWAY) , 6.6 MILES (10.6
 DD2841'KM) NORTHWEST OF JOHNSONVILLE, GO EAST NORTHEAST ON HIGHWAY 378 FOR
 DD2841'0.95 MILE (1.53 KM) TO THE STATION ON THE RIGHT IN FRONT OF A MOBILE
 DD2841'HOME, 0.1 MILE (0.2 KM) EAST OF THE JUNCTION OF STATE ROAD 1329 (SHADY
 DD2841'ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.6 FOOT
 DD2841'(18.3 CM) BELOW THE HIGHWAY, 33.5 FEET (10.2 M) SOUTH OF THE CENTER OF
 DD2841'THE HIGHWAY, 45.5 FEET (13.9 M) WEST NORTHWEST OF A POWER POLE XJM37
 DD2841'WITH GUY WIRE, 69.5 FEET (21.2 M) WEST OF THE WEST END OF A 1.4-FOOT
 DD2841'CONCRETE PIPE CULVERT BENEATH A GRAVEL DRIVEWAY LEADING TO DOUBLE-WIDE
 DD2841'MOBILE HOME NUMBER 532, 28.1 FEET (8.6 M) EAST SOUTHEAST OF SURVEY
 DD2841'STATION 021 053 RM 1, 74.8 FEET (22.8 M) EAST SOUTHEAST OF THE EAST
 DD2841'END OF A 1.4-FOOT CONCRETE PIPE CULVERT BENEATH A GRAVEL DRIVEWAY
 DD2841'LEADING TO A MOBILE HOME, 45.2 FEET (13.8 M) WEST NORTHWEST OF A
 DD2841'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021
 DD2841'053 AZ MK.  RECOVERED BY R.W. ROBERTS.
 DD2841
 DD2841                          STATION RECOVERY (2001)
 DD2841
 DD2841'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD2841'STATION IS LOCATED 5.25 MILES (8.45 KM) NORTH NORTHWEST OF
 DD2841'JOHNSONVILLE, 26.45 MILES (42.57 KM) SOUTHEAST OF FLORENCE.
 DD2841'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD2841'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD2841'JUNCTION STATE HIGHWAY 51 (PAMPLICO HIGHWAY) AND U.S.  HIGHWAY 378
 DD2841'(SALEM CROSSROADS) IN THE COMMUNITY OF SALEM, 5.85 MILES (9.41 KM)
 DD2841'NORTH OF JOHNSONVILLE, GO EAST ON HIGHWAY 378 FOR 0.9 MILE (1.4 KM) TO
 DD2841'THE STATION ON THE RIGHT IN FRONT OF A MOBILE HOME NUMBER 524.
 DD2841'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M)
 DD2841'BELOW THE HIGHWAY, 28.4 FEET (8.7 M) EAST SOUTHEAST OF SURVEY STATION
 DD2841'021 053 RM 1, 69.3 FEET (21.1 M) WEST OF THE WEST END OF A 2.0-FOOT
 DD2841'CONCRETE PIPE CULVERT BENEATH THE PAVED DRIVEWAY TO A MOBILE HOME
 DD2841'NUMBER 532, 74.9 FEET (22.8 M) EAST SOUTHEAST OF THE EAST END OF A
 DD2841'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY TO HOME NUMBER
 DD2841'524, 45.4 FEET (13.8 M) WEST NORTHWEST OF A POWER LINE STUB POLE XJM37
 DD2841'WITH GUY WIRE, 33.2 FEET (10.1 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 DD2841'HIGHWAY, 45.1 FEET (13.7 M) WEST NORTHWEST OF A WITNESS POST.
 DD2841'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 053 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3255 ***********************************************************************
 DD3255  DESIGNATION -  021 053 AZ MK
 DD3255  PID         -  DD3255
 DD3255  STATE/COUNTY-  SC/FLORENCE
 DD3255  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD3255
 DD3255                         *CURRENT SURVEY CONTROL
 DD3255  ___________________________________________________________________
 DD3255* NAD 83(2001)-  33 53 05.17553(N)    079 30 15.71602(W)     ADJUSTED  
 DD3255* NAVD 88     -        21.5    (meters)      71.     (feet)  GPS OBS   
 DD3255  ___________________________________________________________________
 DD3255  X           -     965,521.416 (meters)                     COMP
 DD3255  Y           -  -5,211,703.495 (meters)                     COMP
 DD3255  Z           -   3,535,836.735 (meters)                     COMP
 DD3255  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 DD3255  ELLIP HEIGHT-         -11.52  (meters)          (03/13/03) GPS OBS
 DD3255  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DD3255
 DD3255  HORZ ORDER  -  FIRST
 DD3255  ELLP ORDER  -  FOURTH    CLASS II
 DD3255
 DD3255.The horizontal coordinates were established by GPS observations
 DD3255.and adjusted by the National Geodetic Survey in March 2003..
 DD3255
 DD3255.The orthometric height was determined by GPS observations and a
 DD3255.high-resolution geoid model.
 DD3255
 DD3255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3255
 DD3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3255
 DD3255.The ellipsoidal height was determined by GPS observations
 DD3255.and is referenced to NAD 83.
 DD3255
 DD3255.The geoid height was determined by GEOID03.
 DD3255
 DD3255;                    North         East     Units Scale Factor Converg.
 DD3255;SPC SC       -   228,497.102   747,927.755   MT  0.99980070   +0 49 45.0
 DD3255;SPC SC       -   749,662.41  2,453,831.22   iFT  0.99980070   +0 49 45.0
 DD3255;UTM  17      - 3,750,386.321   638,310.807   MT  0.99983583   +0 50 02.3
 DD3255
 DD3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3255!SPC SC       -   1.00000181  x   0.99980070  =   0.99980251
 DD3255!UTM  17      -   1.00000181  x   0.99983583  =   0.99983764
 DD3255
 DD3255:                Primary Azimuth Mark                     Grid Az
 DD3255:SPC SC       -  021 053                                  094 46 00.3
 DD3255:UTM  17      -  021 053                                  094 45 43.0
 DD3255
 DD3255|---------------------------------------------------------------------|
 DD3255| PID    Reference Object                     Distance      Geod. Az  |
 DD3255|                                                           dddmmss.s |
 DD3255| DD2841 021 053                             APPROX. 1.0 KM 0953545.3 |
 DD3255|---------------------------------------------------------------------|
 DD3255
 DD3255                          SUPERSEDED SURVEY CONTROL
 DD3255
 DD3255  NAD 83(1995)-  33 53 05.17560(N)    079 30 15.71596(W) AD(       ) 1
 DD3255  ELLIP H (12/20/99)  -11.53   (m)                       GP(       ) 4 1
 DD3255  NAD 83(1986)-  33 53 05.18416(N)    079 30 15.71980(W) AD(       ) 1
 DD3255  NAD 83(1986)-  33 53 05.18289(N)    079 30 15.73303(W) AD(       ) 2
 DD3255  NAD 27      -  33 53 04.58938(N)    079 30 16.52452(W) AD(       ) 2
 DD3255  NGVD 29 (07/19/86)   21.7    (m)           71.     (f) VERT ANG       
 DD3255
 DD3255.Superseded values are not recommended for survey control.
 DD3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3255.See file dsdata.txt to determine how the superseded data were derived.
 DD3255
 DD3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3831150386(NAD 83)
 DD3255_MARKER: DD = SURVEY DISK
 DD3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3255_SP_SET: CONCRETE POST
 DD3255_STAMPING: AZ MK 021 053 1981
 DD3255_MARK LOGO: SCGS  
 DD3255_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3255+STABILITY: SURFACE MOTION
 DD3255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3255+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 DD3255
 DD3255  HISTORY     - Date     Condition        Report By
 DD3255  HISTORY     - 1981     MONUMENTED       SCGS
 DD3255  HISTORY     - 19930920 GOOD             SCGS
 DD3255  HISTORY     - 19960717 GOOD             SCGS
 DD3255  HISTORY     - 20011017 GOOD             SCGS
 DD3255
 DD3255                          STATION DESCRIPTION
 DD3255
 DD3255'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3255'STATION IS LOCATED 0.7 MILE (1.1 KM) SOUTHEAST OF SALEM, 5.6 MILES
 DD3255'(9.0 KM) NORTHWEST OF JOHNSONVILLE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3255'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3255'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3255'HIGHWAYS 41, 51 (GEORGETOWN ROAD), 341 AND STATE ROAD 120 (EAST
 DD3255'BROADWAY STREET) IN JOHNSONVILLE, GO NORTH NORTHWEST ON HIGHWAYS 41
 DD3255'AND 51 FOR 4.2 MILES (6.8 KM) TO THE JUNCTION OF U.S. HIGHWAY 378 IN
 DD3255'KINGSBURG, BEAR LEFT ON HIGHWAYS 378 AND 51 FOR 1.3 MILES (2.1 KM) TO
 DD3255'A SAND ROAD RIGHT, CONTINUE ON HIGHWAYS 378 AND 51 FOR 1.7 MILES
 DD3255'(2.7 KM) TO AN ANGLED DIRT ROAD ON THE RIGHT AND THE STATION ON THE
 DD3255'RIGHT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 10.2 METERS
 DD3255'(33.5 FT) NORTH OF THE CENTER OF THE HIGHWAY, 4.6 METERS (15.1 FT)
 DD3255'SOUTH OF THE CENTER OF THE DIRT ROAD, 14.6 METERS (47.9 FT) SOUTHEAST
 DD3255'OF A POWER POLE WITH A TRANSFORMER, 1.1 METERS (3.6 FT) EAST OF A
 DD3255'WITNESS POST.
 DD3255
 DD3255                          STATION RECOVERY (1996)
 DD3255
 DD3255'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3255'STATION IS LOCATED 5.6 MILES (9.0 KM) NORTHWEST OF JOHNSONVILLE, 26.2
 DD3255'MILES (42.2 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3255'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3255'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3255'378 (HANNAH) AND STATE HIGHWAY 51 (PAMPLICO HIGHWAY) , 6.6 MILES (10.6
 DD3255'KM) NORTHWEST OF JOHNSONVILLE, GO EAST NORTHEAST ON HIGHWAY 378 FOR
 DD3255'0.3 MILE (0.5 KM) TO THE STATION IN THE NORTHWEST ANGLE OF THE
 DD3255'JUNCTION OF A SAND ROAD (SALEM ROAD) .  STATION IS A CONCRETE POST
 DD3255'RECESSED 0.5 FOOT (15.2 CM) AND LEVEL WITH THE HIGHWAY, 33.5 FEET
 DD3255'(10.2 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 68.2 FEET (20.8
 DD3255'M) SOUTHWEST OF THE WEST CORNER OF A HOUSE WITH FRONT PORCH, 48.2 FEET
 DD3255'(14.7 M) SOUTH SOUTHEAST OF A POWER POLE FH22/BQ WITH A TRANSFORMER
 DD3255'AND TWO GUY WIRES, 12.0 FEET (3.7 M) SOUTH SOUTHWEST OF THE CENTER OF
 DD3255'THE SAND ROAD, 4.3 FEET (1.3 M) NORTHWEST OF A WITNESS POST BESIDE A
 DD3255'STOP SIGN.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 053.
 DD3255'RECOVERED BY R.W.  ROBERTS.
 DD3255
 DD3255                          STATION RECOVERY (2001)
 DD3255
 DD3255'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD3255'STATION IS LOCATED 5.65 MILES (9.09 KM) NORTHWEST OF JOHNSONVILLE,
 DD3255'26.05 MILES (41.92 KM) SOUTH SOUTHEAST OF FLORENCE. OWNERSHIP--SCDOT,
 DD3255'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3255'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 51
 DD3255'(PAMPLICO HIGHWAY) AND U.S.  HIGHWAY 378 (SALEM CROSSROADS) IN THE
 DD3255'COMMUNITY OF SALEM, 5.85 MILES (9.41 KM) NORTH OF JOHNSONVILLE, GO
 DD3255'EAST ON HIGHWAY 378 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT
 DD3255'IN THE NORTHWEST ANGLE OF A SAND ROAD LEFT (EAST SALEM ROAD) .
 DD3255'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD3255'HIGHWAY, 34.0 FEET (10.4 M) NORTH OF THE CENTER OF THE HIGHWAY, 9.0
 DD3255'FEET (2.7 M) NORTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE
 DD3255'CULVERT BENEATH THE SAND ROAD, 13.0 FEET (4.0 M) SOUTHWEST OF THE
 DD3255'CENTER OF THE SAND ROAD, 48.4 FEET (14.8 M) SOUTH OF A POWER POLE
 DD3255'FB22/BQ, 4.4 FEET (1.3 M) NORTH NORTHWEST OF A WITNESS POST.
 DD3255'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 053.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3262 ***********************************************************************
 DD3262  DESIGNATION -  021 054
 DD3262  PID         -  DD3262
 DD3262  STATE/COUNTY-  SC/FLORENCE
 DD3262  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD3262
 DD3262                         *CURRENT SURVEY CONTROL
 DD3262  ___________________________________________________________________
 DD3262* NAD 83(2001)-  33 59 33.64572(N)    079 36 10.53862(W)     ADJUSTED  
 DD3262* NAVD 88     -        26.7    (meters)      88.     (feet)  GPS OBS   
 DD3262  ___________________________________________________________________
 DD3262  X           -     955,349.495 (meters)                     COMP
 DD3262  Y           -  -5,206,788.321 (meters)                     COMP
 DD3262  Z           -   3,545,769.939 (meters)                     COMP
 DD3262  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DD3262  ELLIP HEIGHT-          -6.08  (meters)          (03/13/03) GPS OBS
 DD3262  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DD3262
 DD3262  HORZ ORDER  -  FIRST
 DD3262  ELLP ORDER  -  FOURTH    CLASS II
 DD3262
 DD3262.The horizontal coordinates were established by GPS observations
 DD3262.and adjusted by the National Geodetic Survey in March 2003..
 DD3262
 DD3262.The orthometric height was determined by GPS observations and a
 DD3262.high-resolution geoid model.
 DD3262
 DD3262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3262
 DD3262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3262
 DD3262.The ellipsoidal height was determined by GPS observations
 DD3262.and is referenced to NAD 83.
 DD3262
 DD3262.The geoid height was determined by GEOID03.
 DD3262
 DD3262;                    North         East     Units Scale Factor Converg.
 DD3262;SPC SC       -   240,335.433   738,650.807   MT  0.99980952   +0 46 28.3
 DD3262;SPC SC       -   788,502.08  2,423,395.04   iFT  0.99980952   +0 46 28.3
 DD3262;UTM  17      - 3,762,223.904   629,032.526   MT  0.99980524   +0 46 52.3
 DD3262
 DD3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3262!SPC SC       -   1.00000095  x   0.99980952  =   0.99981047
 DD3262!UTM  17      -   1.00000095  x   0.99980524  =   0.99980619
 DD3262
 DD3262|---------------------------------------------------------------------|
 DD3262| PID    Reference Object                     Distance      Geod. Az  |
 DD3262|                                                           dddmmss.s |
 DD3262| DD3682 021 054 RM 1                         21.434 METERS 31011     |
 DD3262| DD3263 021 054 AZ MK                       492.204 METERS 3503913.8 |
 DD3262|---------------------------------------------------------------------|
 DD3262
 DD3262                          SUPERSEDED SURVEY CONTROL
 DD3262
 DD3262  NAD 83(1995)-  33 59 33.64577(N)    079 36 10.53856(W) AD(       ) 1
 DD3262  ELLIP H (12/20/99)   -6.09   (m)                       GP(       ) 4 1
 DD3262  NAD 83(1986)-  33 59 33.65609(N)    079 36 10.54089(W) AD(       ) 1
 DD3262  NAD 83(1986)-  33 59 33.65220(N)    079 36 10.54013(W) AD(       ) 2
 DD3262  NAD 27      -  33 59 33.07240(N)    079 36 11.32348(W) AD(       ) 2
 DD3262  NGVD 29 (07/19/86)   26.7    (m)           88.     (f) VERT ANG       
 DD3262
 DD3262.Superseded values are not recommended for survey control.
 DD3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3262.See file dsdata.txt to determine how the superseded data were derived.
 DD3262
 DD3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2903362224(NAD 83)
 DD3262_MARKER: DD = SURVEY DISK
 DD3262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3262_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3262_STAMPING: HORZ 021 054 1981
 DD3262_MARK LOGO: SCGS  
 DD3262_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3262+STABILITY: SURFACE MOTION
 DD3262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3262+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1996
 DD3262
 DD3262  HISTORY     - Date     Condition        Report By
 DD3262  HISTORY     - 1982     MONUMENTED       SCGS
 DD3262  HISTORY     - 19960819 GOOD             SCGS
 DD3262
 DD3262                          STATION DESCRIPTION
 DD3262
 DD3262'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3262'THE STATION IS LOCATED ABOUT 3.22 KM (2 MI) WEST OF PAMPLICO, ABOUT
 DD3262'19.32 KM (12 MI) NORTHEAST OF LAKECITY,  ON THE PROPERTY OF TRINITY
 DD3262'A.M. CHURCH.
 DD3262'
 DD3262'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 DD3262'HIGHWAY 51 IN PAMPLICO, GO WESTERLY ON HIGHWAY 51 FOR 2.90 KM (1.8
 DD3262'MI) TO A LEFT FORK.  BEAR LEFT AND GO SOUTHWEST ON COUNTY FOAD 360
 DD3262'FOR 0.241 KM (0.15 MI) TO TRINITY CHURCH AND THE STATION ON THE LEFT.
 DD3262'
 DD3262'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3262'---021 054 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3262'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3262'9.3 METERS SSW FROM THE SOUTHWEST CORNER OF THE CHURCH, 22.75
 DD3262'METERS W FROM THE NORTHWEST CORNER OF THE CHURCH, 21.75 METERS SE
 DD3262'FROM A METAL WITNESS POST, 32.3 METERS NE FROM THE SOUTHEAST ONE
 DD3262'ON A LINE OF THREE PINE TREES, AND 27.6 METERS SSE FROM THE
 DD3262'CENTER LINE OF THE DIRT ROAD.
 DD3262'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3262'DISK STAMPED---021 054 1981---SET INTO AN IRREGULAR MASS OF
 DD3262'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD3262'
 DD3262'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3262'DISK STAMPED---021 054 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3262'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3262'0.60 METERS E FROM A METAL WITNESS POST, 0.85 METERS E
 DD3262'FROM A UTILITY POLE NUMBER, 24.75 METERS W FROM THE NORTHWEST
 DD3262'CORNER OF THE CUURCH, 27.7 METERS NW FROM THE SOUTHWEST CORNER OF
 DD3262'THE CHURCH,  6.5 METERS SE OF THE CENTER LINE OF THE DIRT
 DD3262'ROAD, AND IS LEVEL WITH THE STATION.
 DD3262'
 DD3262'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3262'STAMPED---021 054 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3262'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.3 METERS
 DD3262'E FROM A METAL WITNESS POST,  6.4 METERS WSW FROM THE THE CENTER OF
 DD3262'HIGHWAY 51, 33.1 METERS E FROM THE THE EAST CORNER OF A BRICK HOUSE,
 DD3262'23.7 METERS SE FROM A GUIDED UTILITY POLE (NUMBER 1001), AND 30.3
 DD3262'METERS SE FROM CENTER LINE OF PAVED SIDE ROAD.
 DD3262'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MAIN STREET AND STATE
 DD3262'HIGHWAY 51 IN PAMPLICO, GO WESTERLY ON HIGHWAY 51 FOR 2.9 KM (1.8 MI)
 DD3262'TO A LEFT FORK.  CONTINUE AHEAD NORTHWEST AND NORTH ON STATE HIGHWAY
 DD3262'51 FOR 0.48 KM (0.3 MI) TO THE MARK ON THE LEFT.
 DD3262
 DD3262                          STATION RECOVERY (1996)
 DD3262
 DD3262'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3262'STATION IS LOCATED 1.8 MILES (2.9 KM) WEST OF PAMPLICO, 16.8 MILES
 DD3262'(27.0 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--TRINITY A.M.E.  CHURCH,
 DD3262'HYMAN, SC.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 DD3262'HIGHWAYS 327 (PLANER ROAD) , 51 (PAMPLICO HIGHWAY) AND STATE ROAD 149
 DD3262'(ARMFIELD ROAD/LEBANON ROAD) IN EVERGREEN, GO SOUTH SOUTHEAST ON
 DD3262'HIGHWAY 51 FOR 7.0 MILES (11.3 KM) TO THE JUNCTION OF STATE ROAD 360
 DD3262'(HYMAN ROAD) , TURN RIGHT ON ROAD 360 FOR 0.15 MILE (0.24 KM) TO THE
 DD3262'STATION ON THE LEFT NEAR THE TRINITY A.M.E CHURCH.  STATION IS A
 DD3262'CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH THE SAND ROAD,
 DD3262'24.0 FEET (7.3 M) WEST NORTHWEST OF THE SOUTHWEST CORNER OF THE WEST
 DD3262'BRICK BUILDING EXTENSION OF THE MAIN BRICK CHURCH, 40.8 FEET (12.4 M)
 DD3262'NORTH OF A POWER POLE S8-84 SPA-HEPO WITH SECURITY LIGHT, 91.4 FEET
 DD3262'(27.9 M) SOUTH SOUTHWEST OF SURVEY STATION 21 028, 70.1 FEET (21.4 M)
 DD3262'SOUTHEAST OF SURVEY STATION 021 054 RM 1, 93.0 FEET (28.3 M) SOUTH
 DD3262'SOUTHEAST OF THE CENTER OF THE SAND ROAD. NOTE-STATION IS INTERVISIBLE
 DD3262'WITH SURVEY STATION 021 054 AZ MK. RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3263 ***********************************************************************
 DD3263  DESIGNATION -  021 054 AZ MK
 DD3263  PID         -  DD3263
 DD3263  STATE/COUNTY-  SC/FLORENCE
 DD3263  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD3263
 DD3263                         *CURRENT SURVEY CONTROL
 DD3263  ___________________________________________________________________
 DD3263* NAD 83(2001)-  33 59 49.40821(N)    079 36 13.65332(W)     ADJUSTED  
 DD3263* NAVD 88     -        26.0    (meters)      85.     (feet)  GPS OBS   
 DD3263  ___________________________________________________________________
 DD3263  X           -     955,221.763 (meters)                     COMP
 DD3263  Y           -  -5,206,535.087 (meters)                     COMP
 DD3263  Z           -   3,546,172.210 (meters)                     COMP
 DD3263  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DD3263  ELLIP HEIGHT-          -6.78  (meters)          (03/13/03) GPS OBS
 DD3263  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DD3263
 DD3263  HORZ ORDER  -  FIRST
 DD3263  ELLP ORDER  -  FOURTH    CLASS II
 DD3263
 DD3263.The horizontal coordinates were established by GPS observations
 DD3263.and adjusted by the National Geodetic Survey in March 2003..
 DD3263
 DD3263.The orthometric height was determined by GPS observations and a
 DD3263.high-resolution geoid model.
 DD3263
 DD3263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3263
 DD3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3263
 DD3263.The ellipsoidal height was determined by GPS observations
 DD3263.and is referenced to NAD 83.
 DD3263
 DD3263.The geoid height was determined by GEOID03.
 DD3263
 DD3263;                    North         East     Units Scale Factor Converg.
 DD3263;SPC SC       -   240,819.886   738,564.332   MT  0.99980996   +0 46 26.6
 DD3263;SPC SC       -   790,091.49  2,423,111.33   iFT  0.99980996   +0 46 26.6
 DD3263;UTM  17      - 3,762,708.344   628,945.995   MT  0.99980497   +0 46 50.9
 DD3263
 DD3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3263!SPC SC       -   1.00000106  x   0.99980996  =   0.99981102
 DD3263!UTM  17      -   1.00000106  x   0.99980497  =   0.99980603
 DD3263
 DD3263:                Primary Azimuth Mark                     Grid Az
 DD3263:SPC SC       -  021 054                                  169 52 45.4
 DD3263:UTM  17      -  021 054                                  169 52 21.1
 DD3263
 DD3263|---------------------------------------------------------------------|
 DD3263| PID    Reference Object                     Distance      Geod. Az  |
 DD3263|                                                           dddmmss.s |
 DD3263| DD3262 021 054                             492.204 METERS 1703912.0 |
 DD3263|---------------------------------------------------------------------|
 DD3263
 DD3263                          SUPERSEDED SURVEY CONTROL
 DD3263
 DD3263  NAD 83(1995)-  33 59 49.40826(N)    079 36 13.65327(W) AD(       ) 1
 DD3263  ELLIP H (12/20/99)   -6.78   (m)                       GP(       ) 4 1
 DD3263  NAD 83(1986)-  33 59 49.41855(N)    079 36 13.65571(W) AD(       ) 1
 DD3263  NAD 83(1986)-  33 59 49.41384(N)    079 36 13.65477(W) AD(       ) 2
 DD3263  NAD 27      -  33 59 48.83453(N)    079 36 14.43726(W) AD(       ) 2
 DD3263  NGVD 29 (07/19/86)   26.1    (m)           86.     (f) VERT ANG       
 DD3263
 DD3263.Superseded values are not recommended for survey control.
 DD3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3263.See file dsdata.txt to determine how the superseded data were derived.
 DD3263
 DD3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2894662708(NAD 83)
 DD3263_MARKER: DD = SURVEY DISK
 DD3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3263_SP_SET: CONCRETE POST
 DD3263_STAMPING: 021 054 AZ MK 1981
 DD3263_MARK LOGO: SCGS  
 DD3263_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3263+STABILITY: SURFACE MOTION
 DD3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3263+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1996
 DD3263
 DD3263  HISTORY     - Date     Condition        Report By
 DD3263  HISTORY     - 1981     MONUMENTED       SCGS
 DD3263  HISTORY     - 19930920 GOOD             SCGS
 DD3263  HISTORY     - 19960819 GOOD             SCGS
 DD3263
 DD3263                          STATION DESCRIPTION
 DD3263
 DD3263'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3263'STATION IS LOCATED 2.0 MILES (3.2 KM) WEST OF PAMPLICO, IN HYMAN.
 DD3263'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3263'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3263'JUNCTION OF MAIN STREET AND STATE HIGHWAY 51 IN PAMPLICO, GO WEST ON
 DD3263'HIGHWAY 51 FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 360,
 DD3263'BEAR RIGHT ON HIGHWAY 51 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE
 DD3263'LEFT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 1.3 METERS
 DD3263'(4.3 FT) EAST OF A WITNESS POST, 6.4 METERS (21.0 FT) WEST SOUTHWEST
 DD3263'OF THE CENTER OF THE HIGHWAY, 33.1 METERS (108.6 FT) EAST OF THE EAST
 DD3263'CORNER OF A BRICK HOUSE, 23.7 METERS (77.8 FT) SOUTHEAST OF A POWER
 DD3263'POLE NUMBER 1001, 30.3 METERS (99.4 FT) SOUTHEAST OF THE CENTER OF A
 DD3263'PAVED SIDE ROAD.
 DD3263
 DD3263                          STATION RECOVERY (1996)
 DD3263
 DD3263'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3263'STATION IS LOCATED 1.9 MILES (3.1 KM) WEST OF PAMPLICO, 16.5 MILES
 DD3263'(26.6 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3263'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3263'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 DD3263'HIGHWAYS 327 (PLANER ROAD) , 51 (PAMPLICO HIGHWAY) AND STATE ROAD 149
 DD3263'(ARMFIELD ROAD/LEBANON ROAD) IN EVERGREEN, GO SOUTH SOUTHEAST ON
 DD3263'HIGHWAY 51 FOR 6.7 MILES (10.8 KM) TO THE STATION ON THE RIGHT.
 DD3263'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DD3263'THE HIGHWAY, 108.4 FEET (33.0 M) EAST OF THE EAST CORNER OF A BRICK
 DD3263'HOUSE, 21.5 FEET (6.6 M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 DD3263'77.7 FEET (23.7 M) SOUTH SOUTHEAST OF A POWER POLE 1001 CPL NO.
 DD3263'PZ29BM, 99.5 FEET (30.3 M) SOUTH SOUTHEAST OF THE CENTER OF A PAVED
 DD3263'SIDE ROAD (VILLAGE CIRCLE) .  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DD3263'STATION 021 054.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3261 ***********************************************************************
 DD3261  DESIGNATION -  021 055
 DD3261  PID         -  DD3261
 DD3261  STATE/COUNTY-  SC/FLORENCE
 DD3261  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD3261
 DD3261                         *CURRENT SURVEY CONTROL
 DD3261  ___________________________________________________________________
 DD3261* NAD 83(2001)-  33 59 34.67438(N)    079 33 16.95443(W)     ADJUSTED  
 DD3261* NAVD 88     -        24.931  (meters)      81.79   (feet)  ADJUSTED  
 DD3261  ___________________________________________________________________
 DD3261  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DD3261  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DD3261  DYNAMIC HT  -          24.906 (meters)      81.71  (feet)  COMP
 DD3261  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 DD3261
 DD3261  HORZ ORDER  -  SECOND
 DD3261  VERT ORDER  -  FIRST     CLASS II
 DD3261
 DD3261.The horizontal coordinates were established by classical geodetic methods
 DD3261.and adjusted by the National Geodetic Survey in March 2004..
 DD3261
 DD3261.The orthometric height was determined by differential leveling
 DD3261.and adjusted by the National Geodetic Survey in June 1994..
 DD3261
 DD3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3261
 DD3261.The geoid height was determined by GEOID03.
 DD3261
 DD3261.The dynamic height is computed by dividing the NAVD 88
 DD3261.geopotential number by the normal gravity value computed on the
 DD3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3261.degrees latitude (g = 980.6199 gals.).
 DD3261
 DD3261.The modeled gravity was interpolated from observed gravity values.
 DD3261
 DD3261;                    North         East     Units Scale Factor Converg.
 DD3261;SPC SC       -   240,428.367   743,104.071   MT  0.99980955   +0 48 04.6
 DD3261;SPC SC       -   788,806.98  2,438,005.48   iFT  0.99980955   +0 48 04.6
 DD3261;UTM  17      - 3,762,317.365   633,485.791   MT  0.99981965   +0 48 29.4
 DD3261
 DD3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3261!SPC SC       -   1.00000125  x   0.99980955  =   0.99981080
 DD3261!UTM  17      -   1.00000125  x   0.99981965  =   0.99982090
 DD3261
 DD3261|---------------------------------------------------------------------|
 DD3261| PID    Reference Object                     Distance      Geod. Az  |
 DD3261|                                                           dddmmss.s |
 DD3261| DD3683 021 055 RM 1                         11.028 METERS 04059     |
 DD3261| DD3252 KEEFE                               APPROX. 2.4 KM 1063800.6 |
 DD3261| DD3259 021 055 RM 2                        263.888 METERS 11839     |
 DD3261|---------------------------------------------------------------------|
 DD3261
 DD3261                          SUPERSEDED SURVEY CONTROL
 DD3261
 DD3261  NAD 83(1986)-  33 59 34.68349(N)    079 33 16.95667(W) AD(       ) 2
 DD3261  NAD 27      -  33 59 34.10048(N)    079 33 17.74462(W) AD(       ) 2
 DD3261  NAVD 88 (12/09/96)   24.93   (m)           81.8    (f) LEVELING    3  
 DD3261  NGVD 29 (07/19/86)   25.4    (m)           83.     (f) VERT ANG       
 DD3261
 DD3261.Superseded values are not recommended for survey control.
 DD3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3261.See file dsdata.txt to determine how the superseded data were derived.
 DD3261
 DD3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3348662317(NAD 83)
 DD3261_MARKER: DD = SURVEY DISK
 DD3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3261_SP_SET: CONCRETE POST
 DD3261_STAMPING: HORZ 021 055 1981
 DD3261_MARK LOGO: SCGS  
 DD3261_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3261+STABILITY: SURFACE MOTION
 DD3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3261+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 DD3261
 DD3261  HISTORY     - Date     Condition        Report By
 DD3261  HISTORY     - 1981     MONUMENTED       SCGS
 DD3261  HISTORY     - 1981     GOOD             SCGS
 DD3261  HISTORY     - 19930602 GOOD             SCGS
 DD3261  HISTORY     - 19941231 GOOD             SCGS
 DD3261  HISTORY     - 19960819 GOOD             SCGS
 DD3261  HISTORY     - 20011008 GOOD             SCGS
 DD3261
 DD3261                          STATION DESCRIPTION
 DD3261
 DD3261'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3261'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) EAST OF TOWN OF
 DD3261'COWARD, ABOUT 16.1 KM (10 MI) NORTHWEST OF KINGSBURG, AND 2.4 KM (1.5
 DD3261'MI) EAST-SOUTHEAST OF PAMPLICO ON THE PROPERTY OF THE NATIONAL FIBER
 DD3261'PLANT.
 DD3261'
 DD3261'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 AND STATE
 DD3261'HIGHWAYS 41 AND 51 AND HIGHWAY S-21-57 IN KINGSBURG (ABOUT 4.5 MI OR
 DD3261'7.2 KM NORTH OF JOHNSONVILLE), GO NORTHWEST ON HIGHWAY S-21-57 FOR
 DD3261'14.1 KM (8.75 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 DD3261'S-21-40 FOR 2.6 KM (1.6 MI) TO RM 2 ON THE RIGHT.  CONTINUE AHEAD FOR
 DD3261'0.2 KM (0.15 MI) TO PLANT ENTRANCE ON RIGHT.  TUNN RIGHT AND GO
 DD3261'NORTHEAST ALONG DITCH FOR 0.05 KM (0.08 MI) TO STATION ON THE RIGHT
 DD3261'DESCRIBED BY J. D. RIGNEY.
 DD3261'
 DD3261'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3261'---HORZ 021 055 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DD3261'30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.5 METERS E FROM
 DD3261'FROM WEST EDGE OF DRAINAGE DITCH,  0.9 METERS NW FROM A METAL WITNESS
 DD3261'POST, 70.2 METERS NE FROM THE NORTHEAST CORNER OF PLANT OFFICE
 DD3261'BUILDING (BRICK), AND 47.0 METERS NE FROM THE APPROXIMATE CENTER OF
 DD3261'GRAVEL ENTRANCE ROAD.
 DD3261'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3261'DISK STAMPED---021 055 1981---SET INTO AN IRREGULAR MASS OF
 DD3261'CONCRETE .2 METERS BELOW THE SURFACE.
 DD3261'
 DD3261'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3261'STAMPED---RM 1 021 055 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3261'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.7 METERS
 DD3261'NE FROM A METAL WITNESS POST,  3.4 METERS W FROM A DRAINAGE DITCH
 DD3261'WEST EDGE, 11.9 METERS S FROM A CULTIVATED FIELD, 17.7 METERS NE FROM
 DD3261'THE APPROXIMATE CENTER OF GRAVEL ENTRANCE ROAD, AND IS LEVEL WITH THE
 DD3261'STATION.
 DD3261'
 DD3261'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3261'STAMPED---RM 2 021 055 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3261'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND RM 2 CAN BE USED FOR
 DD3261'AZIMUTH MARK. LOCATED  4.9 METERS N FROM APRROXIMATE CENTER OF
 DD3261'HIGHWAY S-21-40,  1.1 METERS SW FROM A METAL WITNESS POST,  7.0
 DD3261'METERS SW FROM A POWER LINE POLE, AND  1.8 METERS N FROM EDGE OF
 DD3261'HIGHWAY S-21-40.
 DD3261'
 DD3261'TO REACH FROM THE JUNCTION OF S-21-57 AND S-21-40 APPROXIMATELY 0.2
 DD3261'MILE NORTH OF STATION KEEFE 1933. GO WEST S-21-40 FOR 2.6 KM (1.6
 DD3261'MI) TO POINT SELECTED FOR RM 2 ON THE RIGHT.
 DD3261
 DD3261                          STATION RECOVERY (1981)
 DD3261
 DD3261'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 DD3261'RECOVERED IN GOOD CONDITION.
 DD3261
 DD3261                          STATION RECOVERY (1993)
 DD3261
 DD3261'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3261'STATION IS LOCATED 0.8 MILE (1.3 KM) SOUTHEAST OF PAMPLICO.
 DD3261'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE FORK JUNCTION OF
 DD3261'U.S. HIGHWAY 378 AND STATE HIGHWAY 51 IN THE COMMUNITY OF SALEM, 5.85
 DD3261'MILES (9.41 KM) NORTH NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON
 DD3261'HIGHWAY 51 FOR 8.6 MILES (13.8 KM) TO THE JUNCTION OF STATE ROAD 21
 DD3261'(3RD AVENUE), TURN RIGHT ON ROAD 21 FOR 0.1 MILE (0.2 KM) TO THE
 DD3261'JUNCTION OF STATE ROADS 40 (RIVER ROAD) AND 118, TURN RIGHT ON ROAD
 DD3261'40 FOR 0.7 MILE (1.1 KM) TO A DIRT DRIVEWAY LEFT LEADING TO AN
 DD3261'ABANDONED COMPANY BRICK BUILDING AND WAREHOUSE, TURN LEFT ON THE
 DD3261'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 DD3261'DITCH LINE. STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND
 DD3261'LEVEL WITH THE SAND FIELD ACCESS ROAD, 13.3 FEET (4.1 M) SOUTHEAST OF
 DD3261'THE CENTER OF THE ACCESS ROAD, 230.5 FEET (70.3 M) EAST NORTHEAST OF
 DD3261'THE NORTHEAST CORNER OF THE UNUSED BRICK OFFICE BUILDING, 87.0 FEET
 DD3261'(26.5 M) EAST OF THE EAST CORNER OF A CONCRETE PARKING AREA AT THE
 DD3261'ABANDONED LOADING DOCK, 180.4 FEET (55.0 M) SOUTHEAST OF THE EAST
 DD3261'CORNER OF THE CONCRETE BLOCK FOUNDATION OF A METAL BUILDING AT THE
 DD3261'LOADING DOCKS, 36.2 FEET (11.0 M) SOUTHWEST OF SURVEY STATION 021 055
 DD3261'RM 1, 1.7 FEET (0.5 M) SOUTHWEST OF A WITNESS POST. NOTE-STATION IS
 DD3261'INTERVISIBLE WITH HORIZONTAL STATION PAMPLICO AND IS NOT INTERVISIBLE
 DD3261'WITH SURVEY STATION 021 055 RM 2. RECOVERED BY T. HALL.
 DD3261
 DD3261                          STATION RECOVERY (1994)
 DD3261
 DD3261'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 DD3261'RECOVERED AS DESCRIBED.
 DD3261
 DD3261                          STATION RECOVERY (1996)
 DD3261
 DD3261'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3261'STATION IS LOCATED IN PAMPLICO.  OWNERSHIP--STEPPING STONE DAYCARE,
 DD3261'539 RIVER ROAD, PAMPLICO, SC, PHONE 803-493-3050.  TO REACH THE
 DD3261'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 378 (HANNAH) AND STATE
 DD3261'HIGHWAY 51 (PAMPLICO HIGHWAY) , 6.0 MILES (9.7 KM) NORTHWEST OF
 DD3261'JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 8.5 MILES (13.7 KM) TO
 DD3261'THE JUNCTION OF STATE ROAD 135 (1ST AVENUE) , TURN RIGHT ON ROAD 135
 DD3261'FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 40 (RIVER ROAD) ,
 DD3261'TURN RIGHT ON ROAD 40 FOR 0.5 MILE (0.8 KM) TO A FIELD ACCESS ROAD
 DD3261'ALONG SIDE OF A BRICK BUILDING FOR A DAYCARE CENTER, TURN LEFT ON
 DD3261'FIELD ACCESS ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT.
 DD3261'STATION IS A CONCRETE POST RECESSED 0.3 FOOT, (9.1 CM) 40.3 FEET (12.3
 DD3261'M) NORTHEAST OF A 1.2-FOOT PINE TREE WITH A REFERENCE WASHER ATTACHED,
 DD3261'14.5 FEET (4.4 M) SOUTH SOUTHEAST OF THE CENTER OF THE FIELD ACCESS
 DD3261'ROAD, 86.5 FEET (26.4 M) EAST OF THE EAST CORNER OF A CONCRETE PARKING
 DD3261'AREA AT THE ABANDONED LOADING DOCK, 36.2 FEET (11.0 M) SOUTHWEST OF
 DD3261'SURVEY STATION 021 055 RM 1, 230.5 FEET (70.3 M) EAST NORTHEAST OF THE
 DD3261'NORTHEAST CORNER OF THE BRICK BUILDING (DAYCARE) , 1.7 FEET (0.5 M)
 DD3261'SOUTHWEST OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
 DD3261
 DD3261                          STATION RECOVERY (2001)
 DD3261
 DD3261'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD3261'STATION IS LOCATED 0.9 MILE (1.4 KM) EAST OF PAMPLICO, 18.35 MILES
 DD3261'(29.53 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--DR.  EDWARD FLOYD, 518
 DD3261'ROSEWOOD DRIVE, FLORENCE, SC 29501, PHONE 843-662-8744.  TO REACH THE
 DD3261'STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND U.S.  HIGHWAY 378
 DD3261'(SALEM CROSSROADS) , 5.85 MILES (9.41 KM) NORTHWEST OF JOHNSONVILLE,
 DD3261'GO NORTHWEST ON HIGHWAY 51 FOR 8.35 MILES (13.44 KM) TO THE JUNCTION
 DD3261'OF STATE ROAD 135 (EAST 1ST STREET) , TURN RIGHT ON ROAD 135 FOR 0.3
 DD3261'MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 40 (RIVER ROAD) , TURN
 DD3261'RIGHT ON ROAD 40 FOR 0.5 MILE (0.8 KM) TO A GRAVEL ROAD RIGHT LEADING
 DD3261'TO A WAREHOUSE BEHIND A BRICK BUILDING NUMBER 539, TURN RIGHT ON THE
 DD3261'GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT ALONG
 DD3261'A HEDGEROW AND DITCH BANK ON THE EAST SIDE OF A CONCRETE LOADING AREA.
 DD3261'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DD3261'THE GRAVEL ROAD, 12.0 FEET (3.7 M) NORTH NORTHWEST OF THE CENTER OF
 DD3261'8-FOOT DEEP DITCH, 40.0 FEET (12.2 M) SOUTHWEST OF A 1.4-FOOT PINE
 DD3261'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 36.0 FEET (11.0 M)
 DD3261'SOUTHWEST OF SURVEY STATION 021 055 RM 1, 230.2 FEET (70.2 M) EAST OF
 DD3261'THE EAST CORNER OF THE BRICK BUILDING, 36.1 FEET (11.0 M) SOUTHWEST OF
 DD3261'A WITNESS POST, 1.9 FEET (0.6 M) SOUTHWEST OF A WITNESS POST.
 DD3261'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 021 055 RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3683 ***********************************************************************
 DD3683  DESIGNATION -  021 055 RM 1
 DD3683  PID         -  DD3683
 DD3683  STATE/COUNTY-  SC/FLORENCE
 DD3683  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD3683
 DD3683                         *CURRENT SURVEY CONTROL
 DD3683  ___________________________________________________________________
 DD3683* NAD 83(2001)-  33 59 34.94455(N)    079 33 16.67257(W)     ADJUSTED  
 DD3683* NAVD 88     -        24.971  (meters)      81.93   (feet)  ADJUSTED  
 DD3683  ___________________________________________________________________
 DD3683  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DD3683  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DD3683  DYNAMIC HT  -          24.946 (meters)      81.84  (feet)  COMP
 DD3683  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 DD3683
 DD3683  HORZ ORDER  -  THIRD
 DD3683  VERT ORDER  -  FIRST     CLASS II
 DD3683
 DD3683.The horizontal coordinates were established by classical geodetic methods
 DD3683.and adjusted by the National Geodetic Survey in March 2004..
 DD3683
 DD3683.The orthometric height was determined by differential leveling
 DD3683.and adjusted by the National Geodetic Survey in June 1994..
 DD3683
 DD3683.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3683
 DD3683.The geoid height was determined by GEOID03.
 DD3683
 DD3683.The dynamic height is computed by dividing the NAVD 88
 DD3683.geopotential number by the normal gravity value computed on the
 DD3683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3683.degrees latitude (g = 980.6199 gals.).
 DD3683
 DD3683.The modeled gravity was interpolated from observed gravity values.
 DD3683
 DD3683;                    North         East     Units Scale Factor Converg.
 DD3683;SPC SC       -   240,436.790   743,111.186   MT  0.99980956   +0 48 04.7
 DD3683;SPC SC       -   788,834.61  2,438,028.83   iFT  0.99980956   +0 48 04.7
 DD3683;UTM  17      - 3,762,325.789   633,492.905   MT  0.99981968   +0 48 29.6
 DD3683
 DD3683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3683!SPC SC       -   1.00000124  x   0.99980956  =   0.99981080
 DD3683!UTM  17      -   1.00000124  x   0.99981968  =   0.99982092
 DD3683
 DD3683                          SUPERSEDED SURVEY CONTROL
 DD3683
 DD3683  NAD 83(1986)-  33 59 34.95348(N)    079 33 16.67464(W) AD(       ) 4
 DD3683  NAVD 88 (12/09/96)   24.97   (m)           81.9    (f) LEVELING    3  
 DD3683
 DD3683.Superseded values are not recommended for survey control.
 DD3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3683.See file dsdata.txt to determine how the superseded data were derived.
 DD3683
 DD3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3349362326(NAD 83)
 DD3683_MARKER: DD = SURVEY DISK
 DD3683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3683_SP_SET: CONCRETE POST
 DD3683_STAMPING: RM 1 021 055 1981
 DD3683_MARK LOGO: SCGS  
 DD3683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3683+STABILITY: SURFACE MOTION
 DD3683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3683+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 DD3683
 DD3683  HISTORY     - Date     Condition        Report By
 DD3683  HISTORY     - 1981     MONUMENTED       SCGS
 DD3683  HISTORY     - 19930602 GOOD             SCGS
 DD3683  HISTORY     - 19941231 GOOD             SCGS
 DD3683  HISTORY     - 19960819 GOOD             SCGS
 DD3683  HISTORY     - 20011008 GOOD             SCGS
 DD3683
 DD3683                          STATION DESCRIPTION
 DD3683
 DD3683'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3683'STATION IS LOCATED 0.8 MILE (1.3 KM) SOUTHEAST OF PAMPLICO.
 DD3683'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE FORK JUNCTION OF
 DD3683'U.S. HIGHWAY 378 AND STATE HIGHWAY 51 IN THE COMMUNITY OF SALEM, 5.85
 DD3683'MILES (9.41 KM) NORTH NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON
 DD3683'HIGHWAY 51 FOR 8.6 MILES (13.8 KM) TO THE JUNCTION OF STATE ROAD 21
 DD3683'(3RD AVENUE), TURN RIGHT ON ROAD 21 FOR 0.1 MILE (0.2 KM) TO THE
 DD3683'JUNCTION OF STATE ROADS 40 (RIVER ROAD) AND 118, TURN RIGHT ON ROAD
 DD3683'40 FOR 0.7 MILE (1.1 KM) TO A DIRT DRIVEWAY LEFT LEADING TO AN
 DD3683'ABANDONED COMPANY BRICK BUILDING AND WAREHOUSE, TURN LEFT ON THE
 DD3683'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 DD3683'PINE TREE. STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 DD3683'LEVEL WITH THE ROAD, 13.0 FEET (4.0 M) SOUTHEAST OF THE CENTER OF THE
 DD3683'ACCESS ROAD, 36.2 FEET (11.0 M) NORTHEAST OF SURVEY STATION 021 055,
 DD3683'4.3 FEET (1.3 M) SOUTHWEST OF THE 1.0-FOOT PINE TREE WITH A SCGS
 DD3683'REFERENCE WASHER ATTACHED, 187.7 FEET (57.2 M) EAST SOUTHEAST OF THE
 DD3683'EAST CORNER OF THE CONCRETE BLOCK FOUNDATION OF A CONCRETE BLOCK AND
 DD3683'METAL WAREHOUSE, 34.4 FEET (10.5 M) NORTHEAST OF A WITNESS POST.
 DD3683'RECOVERED BY C.E. GEOGHEGAN.
 DD3683
 DD3683                          STATION RECOVERY (1994)
 DD3683
 DD3683'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 DD3683'RECOVERED AS DESCRIBED.
 DD3683
 DD3683                          STATION RECOVERY (1996)
 DD3683
 DD3683'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3683'STATION IS LOCATED IN PAMPLICO.  OWNERSHIP--STEPPING STONE DAYCARE,
 DD3683'539 RIVER ROAD, PAMPLICO, SC, PHONE 803-493-3050.  TO REACH THE
 DD3683'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 378 (HANNAH) AND STATE
 DD3683'HIGHWAY 51 (PAMPLICO HIGHWAY) , 6.0 MILES (9.7 KM) NORTHWEST OF
 DD3683'JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 8.5 MILES (13.7 KM) TO
 DD3683'THE JUNCTION OF STATE ROAD 135 (1ST AVENUE) , TURN RIGHT ON ROAD 135
 DD3683'FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 40 (RIVER ROAD) ,
 DD3683'TURN RIGHT ON ROAD 40 FOR 0.5 MILE (0.8 KM) TO A FIELD ACCESS ROAD
 DD3683'ALONG SIDE OF A BRICK BUILDING FOR A DAYCARE CENTER, TURN LEFT ON
 DD3683'FIELD ACCESS ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT.
 DD3683'STATION IS A CONCRETE POST RECESSED 0.2 FOOT, (6.1 CM) 4.5 FEET (1.4
 DD3683'M) SOUTHWEST OF A 1.2-FOOT PINE TREE WITH A REFERENCE WASHER ATTACHED,
 DD3683'188.0 FEET (57.3 M) EAST SOUTHEAST OF THE EAST CORNER OF THE CONCRETE
 DD3683'BLOCK FOUNDATION OF A METAL BUILDING, 13.5 FEET (4.1 M) SOUTHEAST OF
 DD3683'THE CENTER OF THE FIELD ACCESS ROAD, 36.2 FEET (11.0 M) NORTHEAST OF
 DD3683'SURVEY STATION 021 055, 1.5 FEET (0.5 M) NORTH NORTHWEST OF A WITNESS
 DD3683'POST.  RECOVERED BY R.W.  ROBERTS.
 DD3683
 DD3683                          STATION RECOVERY (2001)
 DD3683
 DD3683'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD3683'STATION IS LOCATED 0.9 MILE (1.4 KM) EAST OF PAMPLICO, 18.35 MILES
 DD3683'(29.53 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--DR.  EDWARD FLOYD, 518
 DD3683'ROSEWOOD DRIVE, FLORENCE, SC 29501, PHONE 843-662-8744.  TO REACH THE
 DD3683'STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND U.S.  HIGHWAY 378
 DD3683'(SALEM CROSSROADS) , 5.85 MILES (9.41 KM) NORTHWEST OF JOHNSONVILLE,
 DD3683'GO NORTHWEST ON HIGHWAY 51 FOR 8.35 MILES (13.44 KM) TO THE JUNCTION
 DD3683'OF STATE ROAD 135 (EAST 1ST STREET) , TURN RIGHT ON ROAD 135 FOR 0.3
 DD3683'MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 40 (RIVER ROAD) , TURN
 DD3683'RIGHT ON ROAD 40 FOR 0.5 MILE (0.8 KM) TO A GRAVEL ROAD RIGHT LEADING
 DD3683'TO A WAREHOUSE BEHIND A BRICK BUILDING NUMBER 539, TURN RIGHT ON THE
 DD3683'GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT ALONG
 DD3683'A HEDGEROW AND DITCH BANK ON THE EAST SIDE OF A CONCRETE LOADING AREA.
 DD3683'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DD3683'THE GRAVEL ROAD, 4.4 FEET (1.3 M) SOUTHWEST OF A 1.4-FOOT PINE TREE
 DD3683'WITH A SCGS REFERENCE WASHER ATTACHED, 261.0 FEET (79.6 M) EAST OF THE
 DD3683'EAST CORNER OF THE BRICK BUILDING, 36.0 FEET (11.0 M) NORTHEAST OF
 DD3683'SURVEY STATION 021 055, 18.0 FEET (5.5 M) NORTHWEST OF THE CENTER OF
 DD3683'THE 8-FOOT DEEP DITCH, 34.0 FEET (10.4 M) NORTHEAST OF A WITNESS POST,
 DD3683'1.5 FEET (0.5 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3259 ***********************************************************************
 DD3259  DESIGNATION -  021 055 RM 2
 DD3259  PID         -  DD3259
 DD3259  STATE/COUNTY-  SC/FLORENCE
 DD3259  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD3259
 DD3259                         *CURRENT SURVEY CONTROL
 DD3259  ___________________________________________________________________
 DD3259* NAD 83(2001)-  33 59 30.56811(N)    079 33 07.93114(W)     ADJUSTED  
 DD3259* NAVD 88     -        25.076  (meters)      82.27   (feet)  ADJUSTED  
 DD3259  ___________________________________________________________________
 DD3259  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DD3259  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD3259  DYNAMIC HT  -          25.051 (meters)      82.19  (feet)  COMP
 DD3259  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 DD3259
 DD3259  HORZ ORDER  -  SECOND
 DD3259  VERT ORDER  -  FIRST     CLASS II
 DD3259
 DD3259.The horizontal coordinates were established by classical geodetic methods
 DD3259.and adjusted by the National Geodetic Survey in March 2004..
 DD3259
 DD3259.The orthometric height was determined by differential leveling
 DD3259.and adjusted by the National Geodetic Survey in June 1994..
 DD3259
 DD3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3259
 DD3259.The geoid height was determined by GEOID03.
 DD3259
 DD3259.The dynamic height is computed by dividing the NAVD 88
 DD3259.geopotential number by the normal gravity value computed on the
 DD3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3259.degrees latitude (g = 980.6199 gals.).
 DD3259
 DD3259.The modeled gravity was interpolated from observed gravity values.
 DD3259
 DD3259;                    North         East     Units Scale Factor Converg.
 DD3259;SPC SC       -   240,305.123   743,337.355   MT  0.99980944   +0 48 09.6
 DD3259;SPC SC       -   788,402.63  2,438,770.85   iFT  0.99980944   +0 48 09.6
 DD3259;UTM  17      - 3,762,194.148   633,719.092   MT  0.99982042   +0 48 34.4
 DD3259
 DD3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3259!SPC SC       -   1.00000123  x   0.99980944  =   0.99981067
 DD3259!UTM  17      -   1.00000123  x   0.99982042  =   0.99982165
 DD3259
 DD3259                          SUPERSEDED SURVEY CONTROL
 DD3259
 DD3259  NAD 83(1986)-  33 59 30.57736(N)    079 33 07.93378(W) AD(       ) 2
 DD3259  NAD 27      -  33 59 29.99432(N)    079 33 08.72196(W) AD(       ) 2
 DD3259  NAVD 88 (12/09/96)   25.08   (m)           82.3    (f) LEVELING    3  
 DD3259  NGVD 29 (07/19/86)   25.5    (m)           84.     (f) VERT ANG       
 DD3259
 DD3259.Superseded values are not recommended for survey control.
 DD3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3259.See file dsdata.txt to determine how the superseded data were derived.
 DD3259
 DD3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3371962194(NAD 83)
 DD3259_MARKER: DD = SURVEY DISK
 DD3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3259_SP_SET: CONCRETE POST
 DD3259_STAMPING: RM 2 021 055 1981
 DD3259_MARK LOGO: SCGS  
 DD3259_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3259+STABILITY: SURFACE MOTION
 DD3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3259+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 DD3259
 DD3259  HISTORY     - Date     Condition        Report By
 DD3259  HISTORY     - 1981     MONUMENTED       SCGS
 DD3259  HISTORY     - 19930602 GOOD             SCGS
 DD3259  HISTORY     - 19941231 GOOD             SCGS
 DD3259  HISTORY     - 19960819 GOOD             SCGS
 DD3259  HISTORY     - 20011008 GOOD             SCGS
 DD3259
 DD3259                          STATION DESCRIPTION
 DD3259
 DD3259'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3259'STATION IS LOCATED 1.0 MILE (1.6 KM) EAST OF PAMPLICO.
 DD3259'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3259'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3259'FORK JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 51 IN THE
 DD3259'COMMUNITY OF SALEM, 5.85 MILES (9.41 KM) NORTH NORTHWEST OF
 DD3259'JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 8.6 MILES (13.8 KM) TO
 DD3259'THE JUNCTION OF STATE ROAD 21 (3RD AVENUE), TURN RIGHT ON ROAD 21 FOR
 DD3259'0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROADS 40 (RIVER ROAD) AND
 DD3259'118, TURN RIGHT ON ROAD 40 FOR 0.9 MILE (1.4 KM) TO THE STATION ON
 DD3259'THE LEFT IN THE SHOULDER OF THE HIGHWAY. STATION IS A CONCRETE POST
 DD3259'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 16.5 FEET
 DD3259'(5.0 M) NORTH OF THE CENTER OF THE ROAD, 26.5 FEET (8.1 M) SOUTH OF A
 DD3259'POWER POLE PL41, 311.6 FEET (95.0 M) EAST OF HORIZONTAL STATION
 DD3259'PAMPLICO, 8.7 FEET (2.7 M) SOUTHWEST OF A WITNESS POST. NOTE-STATION
 DD3259'IS NOT INTERVISIBLE WITH SURVEY STATION 021 055. RECOVERED BY T.
 DD3259'HALL.
 DD3259
 DD3259                          STATION RECOVERY (1994)
 DD3259
 DD3259'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 DD3259'RECOVERED AS DESCRIBED.
 DD3259
 DD3259                          STATION RECOVERY (1996)
 DD3259
 DD3259'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3259'STATION IS LOCATED IN PAMPLICO.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3259'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3259'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3259'378 (HANNAH) AND STATE HIGHWAY 51 (PAMPLICO HIGHWAY) , 6.0 MILES (9.7
 DD3259'KM) NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 8.5
 DD3259'MILES (13.7 KM) TO THE JUNCTION OF STATE ROAD 135 (1ST AVENUE) , TURN
 DD3259'RIGHT ON ROAD 135 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD
 DD3259'40 (RIVER ROAD) , TURN RIGHT ON ROAD 40 FOR 0.7 MILE (1.1 KM) TO THE
 DD3259'STATION ON THE LEFT.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 DD3259'(6.1 CM) AND LEVEL WITH THE ROAD, 16.5 FEET (5.0 M) NORTH OF THE
 DD3259'CENTER OF THE ROAD, 26.5 FEET (8.1 M) SOUTH OF A POWER POLE PL41,
 DD3259'311.6 FEET (95.0 M) EAST OF HORIZONTAL STATION PAMPLICO, 8.7 FEET (2.7
 DD3259'M) SOUTHWEST OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE WITH
 DD3259'SURVEY STATION 021 055.  RECOVERED BY R.W. ROBERTS.
 DD3259
 DD3259                          STATION RECOVERY (2001)
 DD3259
 DD3259'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD3259'STATION IS LOCATED 1.05 MILES (1.69 KM) EAST SOUTHEAST OF PAMPLICO,
 DD3259'18.5 MILES (29.8 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT,
 DD3259'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3259'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3259'HIGHWAYS 51 AND U.S.  HIGHWAY 378 (SALEM CROSSROADS) , 5.85 MILES
 DD3259'(9.41 KM) NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR
 DD3259'8.35 MILES (13.44 KM) TO THE JUNCTION OF STATE ROAD 135 (EAST 1ST
 DD3259'STREET) , TURN RIGHT ON ROAD 135 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION
 DD3259'OF STATE ROAD 40 (RIVER ROAD) , TURN RIGHT ON ROAD 40 FOR 0.7 MILE
 DD3259'(1.1 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A
 DD3259'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW
 DD3259'THE ROAD, 24.6 FEET (7.5 M) SOUTH SOUTHWEST OF THE POWER POLE
 DD3259'2/PL/41/BM, 16.6 FEET (5.1 M) NORTH NORTHEAST OF THE CENTER OF THE
 DD3259'ROAD, 5.7 FEET (1.7 M) NORTH NORTHEAST OF A SCGS REFERENCE WASHER SET
 DD3259'ALONG THE NORTHEAST EDGE OF THE ROAD, 37.5 FEET (11.4 M) NORTH OF A
 DD3259'FIBERGLASS GENERAL TELEPHONE AND ELECTRIC UNDERGROUND CABLE WARNING
 DD3259'POST, 8.0 FEET (2.4 M) SOUTHWEST OF A WITNESS POST.  NOTE-STATION IS
 DD3259'NOT INTERVISIBLE WITH SURVEY STATION 021 055.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2129 ***********************************************************************
 DD2129  DESIGNATION -  021 056
 DD2129  PID         -  DD2129
 DD2129  STATE/COUNTY-  SC/FLORENCE
 DD2129  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2129
 DD2129                         *CURRENT SURVEY CONTROL
 DD2129  ___________________________________________________________________
 DD2129* NAD 83(2001)-  33 47 08.18311(N)    079 26 39.18985(W)     ADJUSTED  
 DD2129* NAVD 88     -        14.945  (meters)      49.03   (feet)  ADJUSTED  
 DD2129  ___________________________________________________________________
 DD2129  X           -     972,112.791 (meters)                     COMP
 DD2129  Y           -  -5,216,702.375 (meters)                     COMP
 DD2129  Z           -   3,526,696.544 (meters)                     COMP
 DD2129  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 DD2129  ELLIP HEIGHT-         -18.25  (meters)          (03/13/03) GPS OBS
 DD2129  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DD2129  DYNAMIC HT  -          14.930 (meters)      48.98  (feet)  COMP
 DD2129  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 DD2129
 DD2129  HORZ ORDER  -  FIRST
 DD2129  VERT ORDER  -  FIRST     CLASS II
 DD2129  ELLP ORDER  -  FOURTH    CLASS II
 DD2129
 DD2129.The horizontal coordinates were established by GPS observations
 DD2129.and adjusted by the National Geodetic Survey in March 2003..
 DD2129
 DD2129.The orthometric height was determined by differential leveling
 DD2129.and adjusted by the National Geodetic Survey in June 1991..
 DD2129
 DD2129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2129
 DD2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2129
 DD2129.The ellipsoidal height was determined by GPS observations
 DD2129.and is referenced to NAD 83.
 DD2129
 DD2129.The geoid height was determined by GEOID03.
 DD2129
 DD2129.The dynamic height is computed by dividing the NAVD 88
 DD2129.geopotential number by the normal gravity value computed on the
 DD2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2129.degrees latitude (g = 980.6199 gals.).
 DD2129
 DD2129.The modeled gravity was interpolated from observed gravity values.
 DD2129
 DD2129;                    North         East     Units Scale Factor Converg.
 DD2129;SPC SC       -   217,583.418   753,655.664   MT  0.99979571   +0 51 45.1
 DD2129;SPC SC       -   713,856.36  2,472,623.57   iFT  0.99979571   +0 51 45.1
 DD2129;UTM  17      - 3,739,472.496   644,039.714   MT  0.99985577   +0 51 55.1
 DD2129
 DD2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2129!SPC SC       -   1.00000287  x   0.99979571  =   0.99979857
 DD2129!UTM  17      -   1.00000287  x   0.99985577  =   0.99985863
 DD2129
 DD2129|---------------------------------------------------------------------|
 DD2129| PID    Reference Object                     Distance      Geod. Az  |
 DD2129|                                                           dddmmss.s |
 DD2129| DD2130 021 056 RM 1                          9.463 METERS 00206     |
 DD2129| DD2131 021 056 AZ MK                       APPROX. 1.7 KM 1851828.0 |
 DD2129|---------------------------------------------------------------------|
 DD2129
 DD2129                          SUPERSEDED SURVEY CONTROL
 DD2129
 DD2129  NAD 83(1995)-  33 47 08.18318(N)    079 26 39.18978(W) AD(       ) 1
 DD2129  ELLIP H (12/20/99)  -18.26   (m)                       GP(       ) 4 1
 DD2129  NAD 83(1986)-  33 47 08.19121(N)    079 26 39.19247(W) AD(       ) 1
 DD2129  NAD 83(1986)-  33 47 08.18205(N)    079 26 39.19431(W) AD(       ) 2
 DD2129  NAD 27      -  33 47 07.58146(N)    079 26 39.99094(W) AD(       ) 2
 DD2129  NGVD 29 (03/21/89)   15.253  (m)           50.04   (f) ADJUSTED    1 2
 DD2129
 DD2129.Superseded values are not recommended for survey control.
 DD2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2129.See file dsdata.txt to determine how the superseded data were derived.
 DD2129
 DD2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4404039472(NAD 83)
 DD2129_MARKER: DD = SURVEY DISK
 DD2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2129_SP_SET: CONCRETE POST
 DD2129_STAMPING: HORZ 021 056 1981
 DD2129_MARK LOGO: SCGS  
 DD2129_PROJECTION: RECESSED 2 CENTIMETERS
 DD2129_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2129+STABILITY: SURFACE MOTION
 DD2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2129+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 DD2129
 DD2129  HISTORY     - Date     Condition        Report By
 DD2129  HISTORY     - 1981     MONUMENTED       SCGS
 DD2129  HISTORY     - 1987     GOOD             SCGS
 DD2129  HISTORY     - 19960701 GOOD             SCGS
 DD2129
 DD2129                          STATION DESCRIPTION
 DD2129
 DD2129'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2129'THE STATION IS LOCATED ABOUT 3.0 KM (1.8 MI) SOUTH OF JOHNSONVILLE,
 DD2129'IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 51 AND 41.  FOR INFORMATION
 DD2129'CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX
 DD2129'191, COLUMBIA, S.C. 29202, TELEPHONE (803) 758-3414.
 DD2129'
 DD2129'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51, 41, AND
 DD2129'341 IN JOHNSONVILLE, GO SOUTHERLY ON STATE HIGHWAY 41 AND 51 FOR 3.7
 DD2129'KM (2.3 MI) TO POWER LINE POLE NO 565 AND THE STATION ON LEFT.
 DD2129'
 DD2129'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2129'---021 056 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2129'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  8.5 METERS E FROM
 DD2129'APPROXIMATE CENTER OF SC STATE HIGHWAY 41 AND 51, FROM NORTHBOUND
 DD2129'LANE,  1.8 METERS NE FROM A POWER POLE NUMBER 565,  4.9 METERS NE
 DD2129'FROM A HIGHWAY SIGN SC 41 AND 51, AND  1.3 METERS SE FROM A GUY WIRE.
 DD2129'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2129'DISK STAMPED---021 056 1981---SET INTO AN IRREGULAR MASS OF
 DD2129'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2129'
 DD2129'REFERENCE MARK NO.  IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2129'STAMPED---RM 1 021 056 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2129'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  8.3 METERS
 DD2129'E FROM APPROXIMATE CENTER OF SC STATE HIGHWAY 41 AND 51, FROM
 DD2129'NORTHBOUND LANE, 11.1 METERS N FROM A POWER POLE NUMBER 565,  8.3
 DD2129'METERS N FROM A GUY WIRE, 14.2 METERS NE FROM A HIGHWAY SIGN SC 41
 DD2129'AND 51, AND IS LEVEL WITH THE STATION.
 DD2129'
 DD2129'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2129'STAMPED---AZ MK 021 056 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2129'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 30.5 METERS
 DD2129'SSW FROM A STOP SIGN,  7.4 METERS W FROM APPROXIMATE CENTER OF
 DD2129'SC STATE HIGHWAY 41 AND 51, FROM SOUTHBOUND LANE, 10.5 METERS NE FROM
 DD2129'FROM APPROXIMATE CENTER OF SC STATE HIGHWAY S-45-318, AND 25.1 METERS
 DD2129'NE FROM A POWER POLE.
 DD2129'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON HIGHWYYS 41 AND
 DD2129'51 FOR 1.6 KM (1.0 MI) TO THE MARK ON RIGHT AT INTERSECTION OF
 DD2129'S-45-318.
 DD2129
 DD2129                          STATION RECOVERY (1987)
 DD2129
 DD2129'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2129'3.6 KM (2.25 MI) SOUTH FROM JOHNSONVILLE.
 DD2129'3.8 KM (2.35 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (GEORGETOWN
 DD2129'ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE ROAD 120 (EAST
 DD2129'BROADWAY STREET) IN JOHNSONVILLE, ADD-MAY ALSO BE REACHED BY GOING
 DD2129'3.55 KM (2.2 MI) NORTH ALONG STATE HIGHWAYS 41 AND 51 (NORTH MAIN
 DD2129'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2129'HEMINGWAY, SET NEAR A POWER POLE NUMBER 565, 0.1 KM (0.05 MI) NORTH
 DD2129'OF THE JUNCTION OF STATE ROAD 40, 0.3 KM (0.2 MI) SOUTH OF THE OLD
 DD2129'JOHNSONVILLE UNITED METHODIST CHURCH, 8.25 METERS (27.1 FT) EAST OF
 DD2129'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.8 METERS (5.9
 DD2129'FT) NORTHEAST OF THE POWER POLE, 9.49 METERS (31.1 FT) SOUTH OF
 DD2129'SURVEY MARK 021 056 RM 1 SCGS.
 DD2129'THE MARK IS 1.82 METERS  NE FROM  A WITNESS POST
 DD2129'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 DD2129
 DD2129                          STATION RECOVERY (1996)
 DD2129
 DD2129'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD2129'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTH OF HEMINGWAY.
 DD2129'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD2129'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD2129'JUNCTION OF STATE HIGHWAYS 41, 51 (MAIN STREET) AND 261 (BROAD STREET)
 DD2129'IN HEMINGWAY, GO NORTH ON HIGHWAYS 41 AND 51 FOR 2.15 MILES (3.46 KM)
 DD2129'TO THE JUNCTION OF STATE ROAD 40 (COUNTY LINE ROAD) , CONTINUE ON
 DD2129'HIGHWAYS 41 AND 51 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT
 DD2129'NEAR A POWER POLE.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 DD2129'CM) AND 2.5 FEET (0.8 M) ABOVE THE HIGHWAY, 5.5 FEET (1.7 M) NORTHEAST
 DD2129'OF A POWER POLE EP30BQ565, 27.5 FEET (8.4 M) EAST OF THE CENTER OF THE
 DD2129'NORTHBOUND LANES OF THE HIGHWAY, 15.8 FEET (4.8 M) NORTH OF CORNER OF
 DD2129'THE EAST METAL LEG OF A SIGN (FLORENCE COUNTY 4-H) , 31.0 FEET (9.4 M)
 DD2129'SOUTH OF SURVEY STATION 021 056, 5.8 FEET (1.8 M) NORTHEAST OF A
 DD2129'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021
 DD2129'056 AZ MK.  RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2131 ***********************************************************************
 DD2131  DESIGNATION -  021 056 AZ MK
 DD2131  PID         -  DD2131
 DD2131  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2131  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2131
 DD2131                         *CURRENT SURVEY CONTROL
 DD2131  ___________________________________________________________________
 DD2131* NAD 83(2001)-  33 46 14.80732(N)    079 26 45.12757(W)     ADJUSTED  
 DD2131* NAVD 88     -        16.485  (meters)      54.08   (feet)  ADJUSTED  
 DD2131  ___________________________________________________________________
 DD2131  X           -     972,130.325 (meters)                     COMP
 DD2131  Y           -  -5,217,630.477 (meters)                     COMP
 DD2131  Z           -   3,525,330.465 (meters)                     COMP
 DD2131  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 DD2131  ELLIP HEIGHT-         -16.71  (meters)          (03/13/03) GPS OBS
 DD2131  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DD2131  DYNAMIC HT  -          16.468 (meters)      54.03  (feet)  COMP
 DD2131  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 DD2131
 DD2131  HORZ ORDER  -  FIRST
 DD2131  VERT ORDER  -  FIRST     CLASS II
 DD2131  ELLP ORDER  -  FOURTH    CLASS II
 DD2131
 DD2131.The horizontal coordinates were established by GPS observations
 DD2131.and adjusted by the National Geodetic Survey in March 2003..
 DD2131
 DD2131.The orthometric height was determined by differential leveling
 DD2131.and adjusted by the National Geodetic Survey in June 1991..
 DD2131
 DD2131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2131
 DD2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2131
 DD2131.The ellipsoidal height was determined by GPS observations
 DD2131.and is referenced to NAD 83.
 DD2131
 DD2131.The geoid height was determined by GEOID03.
 DD2131
 DD2131.The dynamic height is computed by dividing the NAVD 88
 DD2131.geopotential number by the normal gravity value computed on the
 DD2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2131.degrees latitude (g = 980.6199 gals.).
 DD2131
 DD2131.The modeled gravity was interpolated from observed gravity values.
 DD2131
 DD2131;                    North         East     Units Scale Factor Converg.
 DD2131;SPC SC       -   215,937.099   753,527.678   MT  0.99979522   +0 51 41.8
 DD2131;SPC SC       -   708,455.05  2,472,203.67   iFT  0.99979522   +0 51 41.8
 DD2131;UTM  17      - 3,737,826.072   643,911.796   MT  0.99985532   +0 51 50.6
 DD2131
 DD2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2131!SPC SC       -   1.00000262  x   0.99979522  =   0.99979784
 DD2131!UTM  17      -   1.00000262  x   0.99985532  =   0.99985794
 DD2131
 DD2131:                Primary Azimuth Mark                     Grid Az
 DD2131:SPC SC       -  021 056                                  004 26 42.9
 DD2131:UTM  17      -  021 056                                  004 26 34.1
 DD2131
 DD2131|---------------------------------------------------------------------|
 DD2131| PID    Reference Object                     Distance      Geod. Az  |
 DD2131|                                                           dddmmss.s |
 DD2131| DD2129 021 056                             APPROX. 1.7 KM 0051824.7 |
 DD2131|---------------------------------------------------------------------|
 DD2131
 DD2131                          SUPERSEDED SURVEY CONTROL
 DD2131
 DD2131  NAD 83(1995)-  33 46 14.80739(N)    079 26 45.12750(W) AD(       ) 1
 DD2131  ELLIP H (12/20/99)  -16.71   (m)                       GP(       ) 4 1
 DD2131  NAD 83(1986)-  33 46 14.81545(N)    079 26 45.13024(W) AD(       ) 1
 DD2131  NAD 83(1986)-  33 46 14.80656(N)    079 26 45.13206(W) AD(       ) 2
 DD2131  NAD 27      -  33 46 14.20464(N)    079 26 45.92836(W) AD(       ) 2
 DD2131  NGVD 29 (03/21/89)   16.793  (m)           55.09   (f) ADJUSTED    1 2
 DD2131
 DD2131.Superseded values are not recommended for survey control.
 DD2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2131.See file dsdata.txt to determine how the superseded data were derived.
 DD2131
 DD2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4391237826(NAD 83)
 DD2131_MARKER: DD = SURVEY DISK
 DD2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2131_SP_SET: CONCRETE POST
 DD2131_STAMPING: AZ MK 021 056 1981
 DD2131_MARK LOGO: SCGS  
 DD2131_PROJECTION: FLUSH
 DD2131_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2131+STABILITY: SURFACE MOTION
 DD2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2131+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 DD2131
 DD2131  HISTORY     - Date     Condition        Report By
 DD2131  HISTORY     - 1981     MONUMENTED       MJH
 DD2131  HISTORY     - 1987     GOOD             SCGS
 DD2131  HISTORY     - 19960701 GOOD             SCGS
 DD2131  HISTORY     - 20011201 GOOD             USPSQD
 DD2131  HISTORY     - 20021201 GOOD             USPSQD
 DD2131  HISTORY     - 20040905 GOOD             USPSQD
 DD2131
 DD2131                          STATION DESCRIPTION
 DD2131
 DD2131'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2131'1.9 KM (1.2 MI) NORTH FROM HEMINGWAY.
 DD2131'1.95 KM (1.2 MI) NORTH ALONG STATE HIGHWAYS 41 AND 51 (NORTH MAIN
 DD2131'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2131'HEMINGWAY, SET INSIDE OF A GRASS TRIANGLE FORMED BY THE JUNCTION OF
 DD2131'STATE ROAD 318, 13.35 METERS (43.8 FT) WEST OF THE CENTER OF THE
 DD2131'HIGHWAY MEDIAN, 8.2 METERS (26.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF
 DD2131'THE NORTH ROAD OF THE FORK, 7.5 METERS (24.6 FT) EAST-NORTHEAST OF
 DD2131'THE CENTER OF THE SOUTH ROAD OF THE FORK, 22.5 METERS (73.8 FT) EAST
 DD2131'OF THE EAST CORNER OF A TOBACCO-CURING BARN, 25.0 METERS (82.0 FT)
 DD2131'NORTH-NORTHEAST OF A POWER POLE WITH A GUY WIRE AND A TELEPHONE
 DD2131'JUNCTION BOX AT THE BASE.
 DD2131'THE MARK IS 0.25 METERS  W FROM  A WITNESS POST
 DD2131'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2131
 DD2131                          STATION RECOVERY (1996)
 DD2131
 DD2131'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD2131'STATION IS LOCATED 1.2 MILES (1.9 KM) NORTH OF HEMINGWAY, 23.5 MILES
 DD2131'(37.8 KM) EAST NORTHEAST OF KINGSTREE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD2131'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD2131'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD2131'HIGHWAYS 41, 51 (MAIN STREET) AND 261 (BROAD STREET) IN HEMINGWAY, GO
 DD2131'NORTH ON HIGHWAYS 41 AND 51 FOR 1.2 MILES (1.9 KM) TO THE STATION ON
 DD2131'THE LEFT IN THE MIDDLE OF A TRIANGLE MEDIAN.  STATION IS A CONCRETE
 DD2131'POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 71.0 FEET
 DD2131'(21.6 M) EAST SOUTHEAST OF THE SOUTHEAST END OF A 1.2-FOOT CONCRETE
 DD2131'CULVERT BENEATH A FIELD ACCESS ROAD, 25.5 FEET (7.8 M) EAST NORTHEAST
 DD2131'OF THE CENTER OF STATE ROAD 318, 24.5 FEET (7.5 M) WEST NORTHWEST OF
 DD2131'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 84.5 FEET (25.8 M)
 DD2131'EAST OF THE NORTH CORNER OF A GREEN BARN WITH A RUSTY TIN ROOF, 81.8
 DD2131'FEET (24.9 M) NORTH NORTHEAST OF A POWER POLE WITH A GUY WIRE, 28.5
 DD2131'FEET (8.7 M) SOUTH OF THE CENTER OF A ACCESS ROAD BETWEEN ROAD 318 AND
 DD2131'THE HIGHWAY, 10.0 FEET (3.0 M) SOUTH SOUTHWEST OF A WITNESS POST
 DD2131'BESIDE A STOP SIGN.  RECOVERED BY R.W.  ROBERTS.
 DD2131
 DD2131                          STATION RECOVERY (2001)
 DD2131
 DD2131'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2131'RECOVERED IN GOOD CONDITION.
 DD2131
 DD2131                          STATION RECOVERY (2002)
 DD2131
 DD2131'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2131'RECOVERED IN GOOD CONDITION.
 DD2131
 DD2131                          STATION RECOVERY (2004)
 DD2131
 DD2131'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2130 ***********************************************************************
 DD2130  DESIGNATION -  021 056 RM 1
 DD2130  PID         -  DD2130
 DD2130  STATE/COUNTY-  SC/FLORENCE
 DD2130  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2130
 DD2130                         *CURRENT SURVEY CONTROL
 DD2130  ___________________________________________________________________
 DD2130* NAD 83(1986)-  33 47 08.     (N)    079 26 38.     (W)     SCALED    
 DD2130* NAVD 88     -        14.849  (meters)      48.72   (feet)  ADJUSTED  
 DD2130  ___________________________________________________________________
 DD2130  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DD2130  DYNAMIC HT  -          14.834 (meters)      48.67  (feet)  COMP
 DD2130  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 DD2130
 DD2130  VERT ORDER  -  FIRST     CLASS II
 DD2130
 DD2130.The horizontal coordinates were scaled from a topographic map and have
 DD2130.an estimated accuracy of +/- 6 seconds.
 DD2130
 DD2130.The orthometric height was determined by differential leveling
 DD2130.and adjusted by the National Geodetic Survey in June 1991..
 DD2130
 DD2130.The geoid height was determined by GEOID03.
 DD2130
 DD2130.The dynamic height is computed by dividing the NAVD 88
 DD2130.geopotential number by the normal gravity value computed on the
 DD2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2130.degrees latitude (g = 980.6199 gals.).
 DD2130
 DD2130.The modeled gravity was interpolated from observed gravity values.
 DD2130
 DD2130;                    North         East    Units  Estimated Accuracy
 DD2130;SPC SC       -   217,580.      753,690.      MT  (+/- 180 meters Scaled)
 DD2130
 DD2130                          SUPERSEDED SURVEY CONTROL
 DD2130
 DD2130  NGVD 29 (03/21/89)   15.157  (m)           49.73   (f) ADJUSTED    1 2
 DD2130
 DD2130.Superseded values are not recommended for survey control.
 DD2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2130.See file dsdata.txt to determine how the superseded data were derived.
 DD2130
 DD2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT440394(NAD 83)
 DD2130_MARKER: DD = SURVEY DISK
 DD2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2130_SP_SET: CONCRETE POST
 DD2130_STAMPING: RM 1 021 056 1981
 DD2130_MARK LOGO: SCGS  
 DD2130_PROJECTION: RECESSED 2 CENTIMETERS
 DD2130_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2130+STABILITY: SURFACE MOTION
 DD2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2130+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 DD2130
 DD2130  HISTORY     - Date     Condition        Report By
 DD2130  HISTORY     - 1981     MONUMENTED       SCGS
 DD2130  HISTORY     - 1987     GOOD             SCGS
 DD2130  HISTORY     - 19960701 GOOD             SCGS
 DD2130
 DD2130                          STATION DESCRIPTION
 DD2130
 DD2130'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2130'3.6 KM (2.25 MI) SOUTH FROM JOHNSONVILLE.
 DD2130'3.8 KM (2.35 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (GEORGETOWN
 DD2130'ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE ROAD 120 (EAST
 DD2130'BROADWAY STREET) IN JOHNSONVILLE, ADD-MAY ALSO BE REACHED BY GOING
 DD2130'3.55 KM (2.2 MI) NORTH ALONG STATE HIGHWAYS 41 AND 51 (NORTH MAIN
 DD2130'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2130'HEMINGWAY, SET NEAR A POWER POLE NUMBER 565, 0.1 KM (0.05 MI) NORTH
 DD2130'OF THE JUNCTION OF STATE ROAD 40, 0.3 KM (0.2 MI) SOUTH OF THE OLD
 DD2130'JOHNSONVILLE UNITED METHODIST CHURCH, 8.0 METERS (26.2 FT) EAST OF
 DD2130'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 11.02 METERS (36.2
 DD2130'FT) NORTH OF THE POWER POLE, 9.49 METERS (31.1 FT) NORTH OF SURVEY
 DD2130'MARK 021 056 SCGS.
 DD2130'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 DD2130'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 DD2130
 DD2130                          STATION RECOVERY (1996)
 DD2130
 DD2130'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD2130'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTH OF HEMINGWAY.
 DD2130'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD2130'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD2130'JUNCTION OF STATE HIGHWAYS 41, 51 (MAIN STREET) AND 261 (BROAD STREET)
 DD2130'IN HEMINGWAY, GO NORTH ON HIGHWAYS 41 AND 51 FOR 2.15 MILES (3.46 KM)
 DD2130'TO THE JUNCTION OF STATE ROAD 40 (COUNTY LINE ROAD0, CONTINUE ON
 DD2130'HIGHWAYS 41 AND 51 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT
 DD2130'NEAR A POWER POLE.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 DD2130'CM) AND 2.5 FEET (0.8 M) ABOVE THE HIGHWAY, 36.0 FEET (11.0 M) NORTH
 DD2130'NORTHEAST OF A POWER POLE EP30BQ565, 26.5 FEET (8.1 M) EAST OF THE
 DD2130'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 31.0 FEET (9.4 M) NORTH
 DD2130'OF SURVEY STATION 021 056, 36.0 FEET (11.0 M) NORTH NORTHEAST OF A
 DD2130'WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2120 ***********************************************************************
 DD2120  DESIGNATION -  021 057
 DD2120  PID         -  DD2120
 DD2120  STATE/COUNTY-  SC/FLORENCE
 DD2120  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2120
 DD2120                         *CURRENT SURVEY CONTROL
 DD2120  ___________________________________________________________________
 DD2120* NAD 83(2001)-  33 51 37.58185(N)    079 26 48.30031(W)     ADJUSTED  
 DD2120* NAVD 88     -        15.046  (meters)      49.36   (feet)  ADJUSTED  
 DD2120  ___________________________________________________________________
 DD2120  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 DD2120  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DD2120  DYNAMIC HT  -          15.031 (meters)      49.31  (feet)  COMP
 DD2120  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 DD2120
 DD2120  HORZ ORDER  -  SECOND
 DD2120  VERT ORDER  -  FIRST     CLASS II
 DD2120
 DD2120.The horizontal coordinates were established by classical geodetic methods
 DD2120.and adjusted by the National Geodetic Survey in March 2004..
 DD2120
 DD2120.The orthometric height was determined by differential leveling
 DD2120.and adjusted by the National Geodetic Survey in June 1991..
 DD2120
 DD2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2120
 DD2120.The geoid height was determined by GEOID03.
 DD2120
 DD2120.The dynamic height is computed by dividing the NAVD 88
 DD2120.geopotential number by the normal gravity value computed on the
 DD2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2120.degrees latitude (g = 980.6199 gals.).
 DD2120
 DD2120.The modeled gravity was interpolated from observed gravity values.
 DD2120
 DD2120;                    North         East     Units Scale Factor Converg.
 DD2120;SPC SC       -   225,877.688   753,296.635   MT  0.99979920   +0 51 40.0
 DD2120;SPC SC       -   741,068.53  2,471,445.65   iFT  0.99979920   +0 51 40.0
 DD2120;UTM  17      - 3,747,767.223   643,680.142   MT  0.99985449   +0 51 56.1
 DD2120
 DD2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2120!SPC SC       -   1.00000285  x   0.99979920  =   0.99980205
 DD2120!UTM  17      -   1.00000285  x   0.99985449  =   0.99985734
 DD2120
 DD2120|---------------------------------------------------------------------|
 DD2120| PID    Reference Object                     Distance      Geod. Az  |
 DD2120|                                                           dddmmss.s |
 DD2120| DD2121 021 057 RM 1                         24.134 METERS 05430     |
 DD2120| DD2119 021 057 AZ MK                       403.685 METERS 3484217.4 |
 DD2120|---------------------------------------------------------------------|
 DD2120
 DD2120                          SUPERSEDED SURVEY CONTROL
 DD2120
 DD2120  NAD 83(1986)-  33 51 37.59023(N)    079 26 48.30391(W) AD(       ) 2
 DD2120  NAD 83(1986)-  33 51 37.59313(N)    079 26 48.30663(W) AD(       ) 2
 DD2120  NAD 27      -  33 51 36.99810(N)    079 26 49.10352(W) AD(       ) 2
 DD2120  NAVD 88 (06/01/98)   15.05   (m)           49.4    (f) LEVELING    3  
 DD2120  NGVD 29 (03/21/89)   15.355  (m)           50.38   (f) ADJUSTED    1 2
 DD2120
 DD2120.Superseded values are not recommended for survey control.
 DD2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2120.See file dsdata.txt to determine how the superseded data were derived.
 DD2120
 DD2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4368047767(NAD 83)
 DD2120_MARKER: DD = SURVEY DISK
 DD2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2120_SP_SET: CONCRETE POST
 DD2120_STAMPING: HORZ 021 057 1981
 DD2120_MARK LOGO: SCGS  
 DD2120_PROJECTION: RECESSED 1 CENTIMETERS
 DD2120_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2120+STABILITY: SURFACE MOTION
 DD2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2120+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 DD2120
 DD2120  HISTORY     - Date     Condition        Report By
 DD2120  HISTORY     - 1982     MONUMENTED       SCGS
 DD2120  HISTORY     - 1987     GOOD             SCGS
 DD2120  HISTORY     - 19960701 GOOD             SCGS
 DD2120  HISTORY     - 20011023 GOOD             SCGS
 DD2120  HISTORY     - 20040905 GOOD             USPSQD
 DD2120  HISTORY     - 20051230 GOOD             USPSQD
 DD2120
 DD2120                          STATION DESCRIPTION
 DD2120
 DD2120'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2120'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF JOHNSONVILLE, ABOUT
 DD2120'2.5 MILES SOUTH OF GREAT PEEDEE RIVER, ON THE SOUTH LAWN OF THE
 DD2120'TRINITY METHODIST CHURCH.
 DD2120'
 DD2120'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSONVILLE, GO EAST ON
 DD2120'STATE HIGHWAY 341 FOR 0.563 KM (0.35 MI) TO THE JUNCTION OF STATE
 DD2120'HIGHWAYS 41 AND 51.  TURN LEFT AND GO NORTH ON STATE HIGHWAYS 41 AND
 DD2120'51 FOR 4.83 (3.0 MI) TO THE TRINITY METHODIST CHURCH AND THE STATION
 DD2120'ON THE RIGHT.
 DD2120'
 DD2120'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2120'---021 057 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2120'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2120'24.3 METERS SW FROM THE THE METAL WITNESS POST, 11.2 METERS ESE FROM
 DD2120'THE THE CLOSEST 24 INCH PINE TREE, 23.2 METERS S FROM THE THE CENTER
 DD2120'OF THE ROAD BESIDE CHURCH, 35.0 METERS E FROM THE THE CENTER OF
 DD2120'HIGHWAY 41 AND 51, AND 42.1 METERS SW FROM THE THE EAST CORNER OF THE
 DD2120'CHURCH.
 DD2120'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2120'DISK STAMPED---021 057 1981---SET INTO AN IRREGULAR MASS OF
 DD2120'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD2120'
 DD2120'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2120'DISK STAMPED---021 057 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2120'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 DD2120'LOCATED 0.5 METERS S FROM A METAL WITNESS POST, 20.8
 DD2120'METERS NE FROM A 24 INCH PINE TREE (WEST ONE OF TWO),  0.65 METERS S
 DD2120'FROM A GUIDED POLE, 51.0 METERS SE FROM THE THE SOUTHWEST CORNER OF
 DD2120'THE CHURCH, AND IS LEVEL WITH THE STATION.
 DD2120'
 DD2120'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2120'STAMPED---021 057 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2120'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 DD2120'LOCATED  0.55 METERS E FROM A POLE (UTILITY) 4OT,  3.29
 DD2120'METERS W FROM A METAL WITNESS POST, 13.04 METERS W FROM THE HIGHWAY
 DD2120'41 AND 51, AND  5.18 METERS N FROM THE THE DRIVEWAY.
 DD2120'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD2120'GO NORTH ON STATE HIGHWAY 41 AND 51 FOR 0.402 KM (0.25 MI) TO THE
 DD2120'MARK ON THE LEFT.
 DD2120
 DD2120                          STATION RECOVERY (1987)
 DD2120
 DD2120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2120'4.7 KM (2.9 MI) NORTH FROM JOHNSONVILLE.
 DD2120'4.65 KM (2.9 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51 (GEORGETOWN
 DD2120'ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE ROAD 120 (EAST
 DD2120'BROADWAY STREET) IN JOHNSONVILLE, SET IN A TRIANGLE FORMED BY STATE
 DD2120'ROAD 99 AND A PAVED ROAD ON THE SOUTH SIDE OF THE TRINITY METHODIST
 DD2120'CHURCH, 35.1 METERS (115.2 FT) EAST OF THE CENTER OF THE HIGHWAY,
 DD2120'50.3 METERS (165.0 FT) NORTH-NORTHWEST OF THE CENTER OF ROAD 99,
 DD2120'23.05 METERS (75.6 FT) SOUTH OF THE CENTER OF THE PAVED ROAD, 40.24
 DD2120'METERS (132.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH, 24.55
 DD2120'METERS (80.5 FT) WEST-SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES,
 DD2120'TRANSFORMER AND A SECURITY LIGHT, 24.13 METERS (79.2 FT)
 DD2120'WEST-SOUTHWEST OF SURVEY MARK 021 057 RM 1 SCGS.
 DD2120'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 DD2120
 DD2120                          STATION RECOVERY (1996)
 DD2120
 DD2120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD2120'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH OF JOHNSONVILLE, 29.5
 DD2120'MILES (47.5 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--TRINITY UNITED
 DD2120'METHODIST CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD2120'HIGHWAYS 41, 51 (GEORGETOWN HIGHWAY) , 341 AND STATE ROAD 120
 DD2120'(BROADWAY STREET) IN JOHNSONVILLE, GO NORTH ON HIGHWAYS 41 AND 51 FOR
 DD2120'2.85 MILES (4.59 KM) TO THE JUNCTION OF STATE ROAD 99 (TRINITY ROAD) ,
 DD2120'CONTINUE ON HIGHWAYS 41 AND 51 FOR 0.05 MILE (0.08 KM) TO THE STATION
 DD2120'ON THE RIGHT IN A GRASSY AREA NEXT TO A CHURCH.  STATION IS A CONCRETE
 DD2120'POST RECESSED 0.1 FOOT (3.0 CM) AND 5.0 FEET (1.5 M) ABOVE THE
 DD2120'HIGHWAY, 79.0 FEET (24.1 M) WEST SOUTHWEST OF SURVEY STATION 021 057
 DD2120'RM 1, 131.8 FEET (40.2 M) SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH,
 DD2120'155.0 FEET (47.2 M) NORTH OF THE CENTER OF ROAD 99, 80.5 FEET (24.5 M)
 DD2120'WEST SOUTHWEST OF A POWER POLE EY36BQ, 75.0 FEET (22.9 M) SOUTH OF AN
 DD2120'ACCESS ROAD NEXT TO THE CHURCH, 115.0 FEET (35.1 M) EAST OF THE CENTER
 DD2120'OF THE HIGHWAY, 162.3 FEET (49.5 M) NORTH NORTHEAST OF A FIRE HYDRANT,
 DD2120'80.0 FEET (24.4 M) WEST SOUTHWEST OF A WITNESS POST. NOTE-STATION IS
 DD2120'NOT INTERVISIBLE WITH SURVEY STATION 021 057 AZ MK. RECOVERED BY R.W.
 DD2120'ROBERTS.
 DD2120
 DD2120                          STATION RECOVERY (2001)
 DD2120
 DD2120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD2120'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH OF JOHNSONVILLE, 29.3
 DD2120'MILES (47.2 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--TRINITY UNITED
 DD2120'METHODIST CHURCH, REVEREND L.  FREDRICH YOUNG, P.O.  BOX 337,
 DD2120'JOHNSONVILLE, SC 29555, PHONE 888-206-6140.  TO REACH THE STATION FROM
 DD2120'THE JUNCTION STATE HIGHWAYS 41/51 (NORTH AND SOUTH GEORGETOWN HIGHWAY)
 DD2120', 341 AND STATE ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE, GO
 DD2120'NORTH NORTHWEST ON HIGHWAYS 41 AND 51 FOR 2.85 MILES (4.59 KM) TO THE
 DD2120'STATION ON THE RIGHT IN THE SOUTH LAWN OF THE TRINITY UNITED METHODIST
 DD2120'CHURCH IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 99 (EAST
 DD2120'TRINITY CHURCH ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE
 DD2120'GROUND AND 5.0 FEET (1.5 M) ABOVE THE HIGHWAY, 79.2 FEET (24.1 M) WEST
 DD2120'SOUTHWEST OF SURVEY STATION 021 057 RM 1, 132.0 FEET (40.2 M) SOUTH OF
 DD2120'THE SOUTHWEST CORNER OF THE MAIN PORTION OF THE VINYL-SIDED CHURCH,
 DD2120'80.4 FEET (24.5 M) WEST SOUTHWEST OF A POWER POLE EY36/BQ WITH A
 DD2120'TRANSFORMER, SECURITY LIGHT AND GUY WIRE, 116.0 FEET (35.4 M) EAST OF
 DD2120'THE CENTER OF THE HIGHWAY, 165.5 FEET (50.4 M) NORTH OF THE CENTER OF
 DD2120'ROAD 99, 79.8 FEET (24.3 M) WEST SOUTHWEST OF A WITNESS POST.
 DD2120'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 057 AZ MK.
 DD2120
 DD2120                          STATION RECOVERY (2004)
 DD2120
 DD2120'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2120'RECOVERED IN GOOD CONDITION.
 DD2120
 DD2120                          STATION RECOVERY (2005)
 DD2120
 DD2120'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2119 ***********************************************************************
 DD2119  DESIGNATION -  021 057 AZ MK
 DD2119  PID         -  DD2119
 DD2119  STATE/COUNTY-  SC/FLORENCE
 DD2119  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2119
 DD2119                         *CURRENT SURVEY CONTROL
 DD2119  ___________________________________________________________________
 DD2119* NAD 83(2001)-  33 51 50.43000(N)    079 26 51.37646(W)     ADJUSTED  
 DD2119* NAVD 88     -        12.874  (meters)      42.24   (feet)  ADJUSTED  
 DD2119  ___________________________________________________________________
 DD2119  X           -     970,917.743 (meters)                     COMP
 DD2119  Y           -  -5,211,999.188 (meters)                     COMP
 DD2119  Z           -   3,533,919.763 (meters)                     COMP
 DD2119  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 DD2119  ELLIP HEIGHT-         -20.29  (meters)          (03/13/03) GPS OBS
 DD2119  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DD2119  DYNAMIC HT  -          12.861 (meters)      42.19  (feet)  COMP
 DD2119  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 DD2119
 DD2119  HORZ ORDER  -  FIRST
 DD2119  VERT ORDER  -  FIRST     CLASS II
 DD2119  ELLP ORDER  -  FOURTH    CLASS II
 DD2119
 DD2119.The horizontal coordinates were established by GPS observations
 DD2119.and adjusted by the National Geodetic Survey in March 2003..
 DD2119
 DD2119.The orthometric height was determined by differential leveling
 DD2119.and adjusted by the National Geodetic Survey in June 1991..
 DD2119
 DD2119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2119
 DD2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2119
 DD2119.The ellipsoidal height was determined by GPS observations
 DD2119.and is referenced to NAD 83.
 DD2119
 DD2119.The geoid height was determined by GEOID03.
 DD2119
 DD2119.The dynamic height is computed by dividing the NAVD 88
 DD2119.geopotential number by the normal gravity value computed on the
 DD2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2119.degrees latitude (g = 980.6199 gals.).
 DD2119
 DD2119.The modeled gravity was interpolated from observed gravity values.
 DD2119
 DD2119;                    North         East     Units Scale Factor Converg.
 DD2119;SPC SC       -   226,272.241   753,211.645   MT  0.99979940   +0 51 38.3
 DD2119;SPC SC       -   742,363.00  2,471,166.81   iFT  0.99979940   +0 51 38.3
 DD2119;UTM  17      - 3,748,161.791   643,595.116   MT  0.99985419   +0 51 54.6
 DD2119
 DD2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2119!SPC SC       -   1.00000319  x   0.99979940  =   0.99980258
 DD2119!UTM  17      -   1.00000319  x   0.99985419  =   0.99985737
 DD2119
 DD2119                          SUPERSEDED SURVEY CONTROL
 DD2119
 DD2119  NAD 83(1995)-  33 51 50.43006(N)    079 26 51.37640(W) AD(       ) 1
 DD2119  ELLIP H (12/20/99)  -20.30   (m)                       GP(       ) 4 1
 DD2119  NAD 83(1986)-  33 51 50.43844(N)    079 26 51.37981(W) AD(       ) 1
 DD2119  NAD 83(1986)-  33 51 50.44137(N)    079 26 51.38286(W) AD(       ) 2
 DD2119  NAD 27      -  33 51 49.84674(N)    079 26 52.17908(W) AD(       ) 2
 DD2119  NGVD 29 (03/21/89)   13.182  (m)           43.25   (f) ADJUSTED    1 2
 DD2119
 DD2119.Superseded values are not recommended for survey control.
 DD2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2119.See file dsdata.txt to determine how the superseded data were derived.
 DD2119
 DD2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4359548162(NAD 83)
 DD2119_MARKER: DD = SURVEY DISK
 DD2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2119_SP_SET: CONCRETE POST
 DD2119_STAMPING: AZ MK 021 057 1981
 DD2119_MARK LOGO: SCGS  
 DD2119_PROJECTION: RECESSED 1 CENTIMETERS
 DD2119_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2119+STABILITY: SURFACE MOTION
 DD2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2119+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 DD2119
 DD2119  HISTORY     - Date     Condition        Report By
 DD2119  HISTORY     - 1981     MONUMENTED       MJH
 DD2119  HISTORY     - 1987     GOOD             SCGS
 DD2119  HISTORY     - 19960701 GOOD             SCGS
 DD2119  HISTORY     - 20011023 GOOD             SCGS
 DD2119  HISTORY     - 20040905 GOOD             USPSQD
 DD2119  HISTORY     - 20051230 GOOD             USPSQD
 DD2119
 DD2119                          STATION DESCRIPTION
 DD2119
 DD2119'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2119'5.1 KM (3.15 MI) NORTH FROM JOHNSONVILLE.
 DD2119'5.0 KM (3.1 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51 (GEORGETOWN
 DD2119'ROAD) FROM THE JUNCTION OF STATE HIGHWAYS 341 AND STATE ROAD 120
 DD2119'(EAST BROADWAY STREET) IN JOHNSONVILLE, SET NEAR A POWER POLE NUMBER
 DD2119'40-1 WITH A TRANSFORMER, IN THE NORTHWEST ANGLE OF A DRIVEWAY TO A
 DD2119'BRICK HOUSE, 13.15 METERS (43.1 FT) WEST OF THE CENTER OF THE
 DD2119'HIGHWAY, 0.28 METERS (0.9 FT) EAST OF THE POWER POLE, 5.0 METERS
 DD2119'(16.4 FT) NORTH OF THE CENTER OF THE DRIVEWAY, 34.08 METERS (111.8
 DD2119'FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE, 7.39 METERS
 DD2119'(24.2 FT) SOUTH OF A CORNER POST AT THE SOUTHEAST CORNER OF A
 DD2119'BARBED-WIRE FENCE.
 DD2119'THE MARK IS 2.28 METERS  W FROM  A WITNESS POST
 DD2119'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DD2119
 DD2119                          STATION RECOVERY (1996)
 DD2119
 DD2119'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD2119'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTH OF JOHNSONVILLE, 29.2
 DD2119'MILES (47.0 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD2119'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD2119'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD2119'HIGHWAYS 41, 51 (GEORGETOWN HIGHWAY) , 341 AND STATE ROAD 120
 DD2119'(BROADWAY STREET) IN JOHNSONVILLE, GO NORTH ON HIGHWAYS 41 AND 51 FOR
 DD2119'2.85 MILES (4.59 KM) TO THE JUNCTION OF STATE ROAD 99 (TRINITY ROAD) ,
 DD2119'CONTINUE ON HIGHWAYS 41 AND 51 FOR 0.3 MILE (0.5 KM) TO THE STATION ON
 DD2119'THE LEFT NEAR A POWER POLE IN FRONT OF A BRICK HOUSE (MARTIN
 DD2119'RESIDENCE, 1315 KINGSBURG HIGHWAY) .  STATION IS A CONCRETE POST
 DD2119'RECESSED 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 DD2119'1.6 FEET (0.5 M) EAST OF THE POWER POLE EY44BQ, 42.8 FEET (13.0 M)
 DD2119'WEST OF THE CENTER OF THE HIGHWAY, 18.0 FEET (5.5 M) NORTH OF THE
 DD2119'CENTER OF THE DRIVEWAY LEADING TO THE BRICK HOUSE, 111.7 FEET (34.0 M)
 DD2119'EAST NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 1.2 FEET (0.4 M)
 DD2119'EAST NORTHEAST OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE
 DD2119'WITH SURVEY STATION 021 057.  RECOVERED BY R.W. ROBERTS.
 DD2119
 DD2119                          STATION RECOVERY (2001)
 DD2119
 DD2119'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD2119'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTH OF JOHNSONVILLE, 29.1
 DD2119'MILES (46.8 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD2119'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD2119'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS
 DD2119'41/51 (NORTH AND SOUTH GEORGETOWN HIGHWAY) , 341 AND STATE ROAD 120
 DD2119'(EAST BROADWAY STREET) IN JOHNSONVILLE, GO NORTH NORTHWEST ON HIGHWAYS
 DD2119'41 AND 51 FOR 2.85 MILES (4.59 KM) TO THE JUNCTION OF STATE ROAD 99
 DD2119'(EAST TRINITY CHURCH ROAD) , CONTINUE ON HIGHWAYS 41 AND 51 FOR 0.3
 DD2119'MILE (0.5 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN FRONT OF
 DD2119'A BRICK HOUSE NUMBER 1315.  STATION IS A CONCRETE POST RECESSED 0.1
 DD2119'FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 42.8 FEET (13.0 M) WEST OF
 DD2119'THE CENTER OF THE HIGHWAY, 1.6 FEET (0.5 M) EAST OF THE POWER POLE
 DD2119'EY44/BQ WITH A TRANSFORMER, 3.2 FEET (1.0 M) SOUTH SOUTHEAST OF A
 DD2119'TELEPHONE JUNCTION BOX P78/L-200, 17.4 FEET (5.3 M) NORTH OF THE
 DD2119'CENTER OF THE PAVED DRIVE LEADING TO THE HOUSE, 17.0 FEET (5.2 M)
 DD2119'NORTHWEST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 DD2119'THE DRIVEWAY, 1.2 FEET (0.4 M) EAST OF A WITNESS POST.  NOTE-STATION
 DD2119'IS INTERVISIBLE WITH SURVEY STATION 021 057.
 DD2119
 DD2119                          STATION RECOVERY (2004)
 DD2119
 DD2119'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2119'RECOVERED IN GOOD CONDITION.
 DD2119
 DD2119                          STATION RECOVERY (2005)
 DD2119
 DD2119'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2121 ***********************************************************************
 DD2121  DESIGNATION -  021 057 RM 1
 DD2121  PID         -  DD2121
 DD2121  STATE/COUNTY-  SC/FLORENCE
 DD2121  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2121
 DD2121                         *CURRENT SURVEY CONTROL
 DD2121  ___________________________________________________________________
 DD2121* NAD 83(1986)-  33 51 37.     (N)    079 26 48.     (W)     SCALED    
 DD2121* NAVD 88     -        14.838  (meters)      48.68   (feet)  ADJUSTED  
 DD2121  ___________________________________________________________________
 DD2121  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DD2121  DYNAMIC HT  -          14.823 (meters)      48.63  (feet)  COMP
 DD2121  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 DD2121
 DD2121  VERT ORDER  -  FIRST     CLASS II
 DD2121
 DD2121.The horizontal coordinates were scaled from a topographic map and have
 DD2121.an estimated accuracy of +/- 6 seconds.
 DD2121
 DD2121.The orthometric height was determined by differential leveling
 DD2121.and adjusted by the National Geodetic Survey in June 1991..
 DD2121
 DD2121.The geoid height was determined by GEOID03.
 DD2121
 DD2121.The dynamic height is computed by dividing the NAVD 88
 DD2121.geopotential number by the normal gravity value computed on the
 DD2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2121.degrees latitude (g = 980.6199 gals.).
 DD2121
 DD2121.The modeled gravity was interpolated from observed gravity values.
 DD2121
 DD2121;                    North         East    Units  Estimated Accuracy
 DD2121;SPC SC       -   225,860.      753,310.      MT  (+/- 180 meters Scaled)
 DD2121
 DD2121                          SUPERSEDED SURVEY CONTROL
 DD2121
 DD2121  NGVD 29 (03/21/89)   15.146  (m)           49.69   (f) ADJUSTED    1 2
 DD2121
 DD2121.Superseded values are not recommended for survey control.
 DD2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2121.See file dsdata.txt to determine how the superseded data were derived.
 DD2121
 DD2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT436477(NAD 83)
 DD2121_MARKER: DD = SURVEY DISK
 DD2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2121_SP_SET: CONCRETE POST
 DD2121_STAMPING: RM 1 021 057 1981
 DD2121_MARK LOGO: SCGS  
 DD2121_PROJECTION: FLUSH
 DD2121_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2121+STABILITY: SURFACE MOTION
 DD2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2121+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 DD2121
 DD2121  HISTORY     - Date     Condition        Report By
 DD2121  HISTORY     - 1981     MONUMENTED       SCGS
 DD2121  HISTORY     - 1987     GOOD             SCGS
 DD2121  HISTORY     - 19960701 GOOD             SCGS
 DD2121  HISTORY     - 20011023 GOOD             SCGS
 DD2121  HISTORY     - 20040905 GOOD             USPSQD
 DD2121  HISTORY     - 20051230 GOOD             USPSQD
 DD2121
 DD2121                          STATION DESCRIPTION
 DD2121
 DD2121'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2121'4.7 KM (2.95 MI) NORTH FROM JOHNSONVILLE.
 DD2121'4.65 KM (2.9 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51 (GEORGETOWN
 DD2121'ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE ROAD 120 (EAST
 DD2121'BROADWAY STREET) IN JOHNSONVILLE, SET NEAR A POWER POLE WITH TWO GUY
 DD2121'WIRES, A TRANSFORMER AND A SECURITY LIGHT IN A TRIANGLE FORMED BY
 DD2121'STATE ROAD 99 AND A PAVED ROAD ON THE SOUTH SIDE OF THE TRINITY
 DD2121'METHODIST CHURCH, 55.55 METERS (182.3 FT) EAST OF THE CENTER OF THE
 DD2121'HIGHWAY, 0.68 METER (2.2 FT) SOUTH OF THE POWER POLE, 57.95 METERS
 DD2121'(190.1 FT) NORTH OF THE CENTER OF ROAD 99, 6.4 METERS (21.0 FT)
 DD2121'SOUTH-SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 32.52 METERS (106.7
 DD2121'FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH.
 DD2121'THE MARK IS 0.52 METERS  S FROM  A WITNESS POST
 DD2121'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 DD2121
 DD2121                          STATION RECOVERY (1996)
 DD2121
 DD2121'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD2121'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH OF JOHNSONVILLE, 29.5
 DD2121'MILES (47.5 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--TRINITY UNITED
 DD2121'METHODIST CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD2121'HIGHWAYS 41, 51 (GEORGETOWN HIGHWAY) , 341 AND STATE ROAD 120
 DD2121'(BROADWAY STREET) IN JOHNSONVILLE, GO NORTH ON HIGHWAYS 41 AND 51 FOR
 DD2121'2.85 MILES (4.59 KM) TO THE JUNCTION OF STATE ROAD 99 (TRINITY ROAD) ,
 DD2121'CONTINUE ON HIGHWAYS 41 AND 51 FOR 0.05 MILE (0.08 KM) TO THE STATION
 DD2121'ON THE RIGHT NEAR A POWER POLE IN A GRASSY AREA NEXT TO A CHURCH.
 DD2121'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET (1.5 M)
 DD2121'ABOVE THE HIGHWAY, 185.0 FEET (56.4 M) EAST OF THE CENTER OF THE
 DD2121'HIGHWAY, 20.0 FEET (6.1 M) SOUTH OF THE CENTER OF AN ACCESS ROAD
 DD2121'BESIDE THE CHURCH, 53.7 FEET (16.4 M) SOUTHWEST OF THE SOUTHWEST
 DD2121'CORNER OF THE GRANITE BASE OF ORTMAN HEADSTONE, 106.5 FEET (32.5 M)
 DD2121'SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF THE FRONT OF CHURCH, 2.3
 DD2121'FEET (0.7 M) SOUTH OF THE POWER POLE EY36BQ, 2.6 FEET (0.8 M) SOUTH OF
 DD2121'A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
 DD2121
 DD2121                          STATION RECOVERY (2001)
 DD2121
 DD2121'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD2121'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH OF JOHNSONVILLE, 29.3
 DD2121'MILES (47.2 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--TRINITY UNITED
 DD2121'METHODIST CHURCH, REVEREND L.  FREDRICH YOUNG, P.O.  BOX 337,
 DD2121'JOHNSONVILLE, SC 29555, PHONE 888-206-6140.  TO REACH THE STATION FROM
 DD2121'THE JUNCTION STATE HIGHWAYS 41/51 (NORTH AND SOUTH GEORGETOWN HIGHWAY)
 DD2121', 341 AND STATE ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE, GO
 DD2121'NORTH NORTHWEST ON HIGHWAYS 41 AND 51 FOR 2.85 MILES (4.59 KM) TO THE
 DD2121'STATION ON THE RIGHT NEAR A POWER POLE IN THE SOUTH LAWN OF THE
 DD2121'TRINITY UNITED METHODIST CHURCH IN THE NORTHEAST ANGLE OF THE JUNCTION
 DD2121'OF STATE ROAD 99 (EAST TRINITY CHURCH ROAD) .  STATION IS A CONCRETE
 DD2121'POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY, 2.3
 DD2121'FEET (0.7 M) SOUTH OF THE POWER POLE EY36/BQ WITH A TRANSFORMER,
 DD2121'SECURITY LIGHT AND GUY WIRE, 183.4 FEET (55.9 M) EAST SOUTHEAST OF THE
 DD2121'CENTER OF THE HIGHWAY, 54.7 FEET (16.7 M) NORTHWEST OF A 2.7-FOOT PINE
 DD2121'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 79.2 FEET (24.1 M) EAST
 DD2121'NORTHEAST OF SURVEY STATION 021 057, 53.6 FEET (16.3 M) SOUTHWEST OF
 DD2121'THE SOUTHWEST CORNER OF THE GRANITE ORTMAN TOMBSTONE, 1.5 FEET (0.5 M)
 DD2121'SOUTH OF A WITNESS POST.
 DD2121
 DD2121                          STATION RECOVERY (2004)
 DD2121
 DD2121'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2121'RECOVERED IN GOOD CONDITION.
 DD2121
 DD2121                          STATION RECOVERY (2005)
 DD2121
 DD2121'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3269 ***********************************************************************
 DD3269  DESIGNATION -  021 058
 DD3269  PID         -  DD3269
 DD3269  STATE/COUNTY-  SC/FLORENCE
 DD3269  USGS QUAD   -  PROSPECT CROSSROADS (1990)
 DD3269
 DD3269                         *CURRENT SURVEY CONTROL
 DD3269  ___________________________________________________________________
 DD3269* NAD 83(2001)-  33 47 58.46476(N)    079 33 39.95417(W)     ADJUSTED  
 DD3269* NAVD 88     -        26.7    (meters)      88.     (feet)  GPS OBS   
 DD3269  ___________________________________________________________________
 DD3269  X           -     961,314.797 (meters)                     COMP
 DD3269  Y           -  -5,217,837.004 (meters)                     COMP
 DD3269  Z           -   3,527,990.722 (meters)                     COMP
 DD3269  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 DD3269  ELLIP HEIGHT-          -6.21  (meters)          (03/13/03) GPS OBS
 DD3269  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DD3269
 DD3269  HORZ ORDER  -  FIRST
 DD3269  ELLP ORDER  -  FOURTH    CLASS II
 DD3269
 DD3269.The horizontal coordinates were established by GPS observations
 DD3269.and adjusted by the National Geodetic Survey in March 2003..
 DD3269
 DD3269.The orthometric height was determined by GPS observations and a
 DD3269.high-resolution geoid model.
 DD3269
 DD3269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3269
 DD3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3269
 DD3269.The ellipsoidal height was determined by GPS observations
 DD3269.and is referenced to NAD 83.
 DD3269
 DD3269.The geoid height was determined by GEOID03.
 DD3269
 DD3269;                    North         East     Units Scale Factor Converg.
 DD3269;SPC SC       -   218,975.368   742,812.556   MT  0.99979623   +0 47 51.8
 DD3269;SPC SC       -   718,423.12  2,437,049.07   iFT  0.99979623   +0 47 51.8
 DD3269;UTM  17      - 3,740,863.972   633,196.093   MT  0.99981871   +0 48 02.0
 DD3269
 DD3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3269!SPC SC       -   1.00000097  x   0.99979623  =   0.99979720
 DD3269!UTM  17      -   1.00000097  x   0.99981871  =   0.99981968
 DD3269
 DD3269:                Primary Azimuth Mark                     Grid Az
 DD3269:SPC SC       -  021 058 AZ MK                            011 04 05.7
 DD3269:UTM  17      -  021 058 AZ MK                            011 03 55.5
 DD3269
 DD3269|---------------------------------------------------------------------|
 DD3269| PID    Reference Object                     Distance      Geod. Az  |
 DD3269|                                                           dddmmss.s |
 DD3269| DD3268 021 058 AZ MK                       APPROX. 0.6 KM 0115157.5 |
 DD3269| DD3684 021 058 RM 1                         18.347 METERS 19319     |
 DD3269|---------------------------------------------------------------------|
 DD3269
 DD3269                          SUPERSEDED SURVEY CONTROL
 DD3269
 DD3269  NAD 83(1995)-  33 47 58.46483(N)    079 33 39.95412(W) AD(       ) 1
 DD3269  ELLIP H (12/20/99)   -6.21   (m)                       GP(       ) 4 1
 DD3269  NAD 83(1986)-  33 47 58.47331(N)    079 33 39.95740(W) AD(       ) 1
 DD3269  NAD 83(1986)-  33 47 58.47395(N)    079 33 39.95879(W) AD(       ) 2
 DD3269  NAD 27      -  33 47 57.87570(N)    079 33 40.73794(W) AD(       ) 2
 DD3269  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG       
 DD3269
 DD3269.Superseded values are not recommended for survey control.
 DD3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3269.See file dsdata.txt to determine how the superseded data were derived.
 DD3269
 DD3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3319640864(NAD 83)
 DD3269_MARKER: DD = SURVEY DISK
 DD3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3269_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3269_STAMPING: HORZ 021 058 1981
 DD3269_MARK LOGO: SCGS  
 DD3269_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3269+STABILITY: SURFACE MOTION
 DD3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3269+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 DD3269
 DD3269  HISTORY     - Date     Condition        Report By
 DD3269  HISTORY     - 1982     MONUMENTED       SCGS
 DD3269  HISTORY     - 19960716 GOOD             SCGS
 DD3269
 DD3269                          STATION DESCRIPTION
 DD3269
 DD3269'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3269'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) WEST OF JOHNSONVILLE,
 DD3269'ABOUT 8.8 KM (5.5 MI) NORTHWEST OF STUCKEY, ABOUT 19.3 KM (12.0 MI)
 DD3269'EAST-SOUTHEAST OF LAKE CITY.
 DD3269'
 DD3269'TO REACH THE STATION FROM THE JOHNSONVILLE POST OFFICE,
 DD3269'GO WEST ON STATE HIGHWAY 341 FOR 2.1 KM (1.3 MI) TO A THREE-WAY FORK.
 DD3269'TAKE THE CENTER ROAD AND GO SOUTHWEST ON S-21-58 FOR 7.3 KM (4.55 MI)
 DD3269'TO THE COMMUNITY CENTER ON THE RIGHT AND STATION VOX.  CONTINUE WEST
 DD3269'FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF HIGHWAYS S-21-58 AND S-21-49.
 DD3269'TURN LEFT AND GO 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 DD3269'
 DD3269'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3269'---021 058 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3269'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.4 METERS W FROM
 DD3269'FROM APPROXIMATE CENTER OF HIGHWAY S-21-49, 16.2 METERS N FROM
 DD3269'APPROXIMATE CENTER OF DIRT ROAD, 18.3 METERS N FROM A POWER LINE POLE
 DD3269'NUMBER 25, AND 25.3 METERS W FROM A 40 INCH SYCAMORE.
 DD3269'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3269'DISK STAMPED---021 058 1981---SET INTO AN IRREGULAR MASS OF
 DD3269'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3269'
 DD3269'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3269'DISK STAMPED---RM 1 021 058 1981---SET INTO THE TOP OF A ROUND
 DD3269'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3269'8.2 METERS W FROM APPROXIMATE CENTER OF HIGHWAY S-21-49,  6.7
 DD3269'METERS N FROM APPROXIMATE CENTER OF DIRT ROAD,  0.7 METERS N
 DD3269'FROM A POWER LINE POLE NUMBER 25, 24.7 METERS NW FROM A 40 INCH
 DD3269'SYCAMORE TREE, AND IS LEVEL WITH THE STATION.
 DD3269'
 DD3269'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3269'STAMPED---AZ MK 021 058 1981---*---SET INTO THE TOP OF A ROUND
 DD3269'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3269'6.9 METERS FROM APPROXIMATE CENTER OF HIGHWAY S-21-49,  2.1
 DD3269'METERS FROM A POWER LINE POLE NUMBER WITH A TRANSFORMER,  0.4 METERS
 DD3269'W FROM A METAL WITNESS POST, AND 15.2 METERS FROM A POWER LINE POLE.
 DD3269'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 DD3269'S-21-49 FOR 0.3 MILE TO THE JUNCTION OF HIGHWAYS S-21-49 AND S-21-58.
 DD3269'CONTINUE ON HIGHWAY S-21-49 FOR 0.05 MILE TO STATION ON RIGHT NEAR
 DD3269'POWER LINE POLE NUMBER 10 57 DD WITH TRANSFORMER.
 DD3269
 DD3269                          STATION RECOVERY (1996)
 DD3269
 DD3269'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3269'STATION IS LOCATED 6.6 MILES (10.6 KM) WEST SOUTHWEST OF JOHNSONVILLE,
 DD3269'29.8 MILES (48.0 KM) SOUTH SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT,
 DD3269'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3269'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3269'HIGHWAYS 41, 51 (GEORGETOWN HIGHWAY) , 341 AND STATE ROAD 120
 DD3269'(BROADWAY STREET) IN JOHNSONVILLE, GO WEST SOUTHWEST ON HIGHWAY 341
 DD3269'FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF STATE ROAD 111 (MIDWAY
 DD3269'HIGHWAY) , TURN LEFT ON ROAD 111 FOR 0.05 MILE (0.08 KM) TO THE
 DD3269'JUNCTION OF STATE ROAD 58 (VOX HIGHWAY) , TURN RIGHT ON ROAD 58 FOR
 DD3269'5.75 MILES (9.25 KM) TO THE JUNCTION OF STATE ROAD 49 (BLACKBERRY
 DD3269'ROAD) , TURN LEFT ON ROAD 49 FOR 0.35 MILE (0.56 KM) TO THE STATION ON
 DD3269'THE RIGHT NEAR A FENCE LINE.  STATION IS A CONCRETE POST FLUSH WITH
 DD3269'THE GROUND AND LEVEL WITH THE ROAD, 24.0 FEET (7.3 M) WEST NORTHWEST
 DD3269'OF THE CENTER OF THE ROAD, 60.5 FEET (18.4 M) NORTH NORTHEAST OF A
 DD3269'POWER POLE NUMBER 40, 130.1 FEET (39.7 M) SOUTH SOUTHEAST OF THE SOUTH
 DD3269'CORNER OF A BRICK RANCH STYLE HOUSE, 60.3 FEET (18.4 M) NORTH
 DD3269'NORTHEAST OF SURVEY STATION 021 058 RM 1, 4.8 FEET (1.5 M) EAST
 DD3269'SOUTHEAST OF THE FENCE LINE, 6.1 FEET (1.9 M) NORTHEAST OF A WITNESS
 DD3269'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 058 AZ MK.
 DD3269'RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3268 ***********************************************************************
 DD3268  DESIGNATION -  021 058 AZ MK
 DD3268  PID         -  DD3268
 DD3268  STATE/COUNTY-  SC/FLORENCE
 DD3268  USGS QUAD   -  PROSPECT CROSSROADS (1990)
 DD3268
 DD3268                         *CURRENT SURVEY CONTROL
 DD3268  ___________________________________________________________________
 DD3268* NAD 83(2001)-  33 48 17.72930(N)    079 33 35.10544(W)     ADJUSTED  
 DD3268* NAVD 88     -        25.3    (meters)      83.     (feet)  GPS OBS   
 DD3268  ___________________________________________________________________
 DD3268  X           -     961,377.404 (meters)                     COMP
 DD3268  Y           -  -5,217,488.508 (meters)                     COMP
 DD3268  Z           -   3,528,483.160 (meters)                     COMP
 DD3268  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DD3268  ELLIP HEIGHT-          -7.62  (meters)          (03/13/03) GPS OBS
 DD3268  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DD3268
 DD3268  HORZ ORDER  -  FIRST
 DD3268  ELLP ORDER  -  FOURTH    CLASS II
 DD3268
 DD3268.The horizontal coordinates were established by GPS observations
 DD3268.and adjusted by the National Geodetic Survey in March 2003..
 DD3268
 DD3268.The orthometric height was determined by GPS observations and a
 DD3268.high-resolution geoid model.
 DD3268
 DD3268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3268
 DD3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3268
 DD3268.The ellipsoidal height was determined by GPS observations
 DD3268.and is referenced to NAD 83.
 DD3268
 DD3268.The geoid height was determined by GEOID03.
 DD3268
 DD3268;                    North         East     Units Scale Factor Converg.
 DD3268;SPC SC       -   219,570.482   742,928.970   MT  0.99979644   +0 47 54.5
 DD3268;SPC SC       -   720,375.60  2,437,431.00   iFT  0.99979644   +0 47 54.5
 DD3268;UTM  17      - 3,741,459.105   633,312.480   MT  0.99981909   +0 48 05.1
 DD3268
 DD3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3268!SPC SC       -   1.00000120  x   0.99979644  =   0.99979764
 DD3268!UTM  17      -   1.00000120  x   0.99981909  =   0.99982029
 DD3268
 DD3268:                Primary Azimuth Mark                     Grid Az
 DD3268:SPC SC       -  021 058                                  191 04 05.7
 DD3268:UTM  17      -  021 058                                  191 03 55.1
 DD3268
 DD3268|---------------------------------------------------------------------|
 DD3268| PID    Reference Object                     Distance      Geod. Az  |
 DD3268|                                                           dddmmss.s |
 DD3268| DD3269 021 058                             APPROX. 0.6 KM 1915200.2 |
 DD3268|---------------------------------------------------------------------|
 DD3268
 DD3268                          SUPERSEDED SURVEY CONTROL
 DD3268
 DD3268  NAD 83(1995)-  33 48 17.72937(N)    079 33 35.10539(W) AD(       ) 1
 DD3268  ELLIP H (12/20/99)   -7.63   (m)                       GP(       ) 4 1
 DD3268  NAD 83(1986)-  33 48 17.73788(N)    079 33 35.10876(W) AD(       ) 1
 DD3268  NAD 83(1986)-  33 48 17.73927(N)    079 33 35.10998(W) AD(       ) 2
 DD3268  NAD 27      -  33 48 17.14149(N)    079 33 35.88927(W) AD(       ) 2
 DD3268  NGVD 29 (07/19/86)   25.4    (m)           83.     (f) VERT ANG       
 DD3268
 DD3268.Superseded values are not recommended for survey control.
 DD3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3268.See file dsdata.txt to determine how the superseded data were derived.
 DD3268
 DD3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3331241459(NAD 83)
 DD3268_MARKER: DD = SURVEY DISK
 DD3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3268_SP_SET: CONCRETE POST
 DD3268_STAMPING: AZ MK 021 058 1981
 DD3268_MARK LOGO: SCGS  
 DD3268_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3268+STABILITY: SURFACE MOTION
 DD3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3268+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 DD3268
 DD3268  HISTORY     - Date     Condition        Report By
 DD3268  HISTORY     - 1981     MONUMENTED       SCGS
 DD3268  HISTORY     - 19930920 GOOD             SCGS
 DD3268  HISTORY     - 19960716 GOOD             SCGS
 DD3268
 DD3268                          STATION DESCRIPTION
 DD3268
 DD3268'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3268'STATION IS LOCATED 6.5 MILES (10.5 KM) WEST SOUTHWEST OF JOHNSONVILLE.
 DD3268'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3268'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3268'JOHNSONVILLE POST OFFICE, GO WEST ON HIGHWAY 341 FOR 1.3 MILES
 DD3268'(2.1 KM) TO A THREE-WAY FORK, BEAR LEFT ON THE CENTER ROAD (STATE
 DD3268'ROAD 58)FOR 5.75 MILES (9.25 KM) TO THE JUNCTION OF STATE ROAD 49,
 DD3268'TURN RIGHT ON ROAD 49 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 DD3268'RIGHT NEAR A POWER POLE 1057DD WITH A TRANSFORMER. STATION IS A
 DD3268'CONCRETE POST FLUSH WITH THE GROUND, 6.9 METERS (22.6 FT) EAST OF THE
 DD3268'CENTER OF THE ROAD, 2.1 METERS (6.9 FT) OF THE POWER POLE, 0.4 METER
 DD3268'(1.3 FT) WEST OF A WITNESS POST, 15.2 METERS (49.9 FT) SOUTH OF THE
 DD3268'POWER POLE.
 DD3268
 DD3268                          STATION RECOVERY (1996)
 DD3268
 DD3268'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3268'STATION IS LOCATED 6.45 MILES (10.38 KM) WEST SOUTHWEST OF
 DD3268'JOHNSONVILLE, 29.4 MILES (47.3 KM) SOUTH SOUTHEAST OF FLORENCE.
 DD3268'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD3268'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD3268'JUNCTION OF STATE HIGHWAYS 41, 51 (GEORGETOWN HIGHWAY) , 341 AND STATE
 DD3268'ROAD 120 (BROADWAY STREET) IN JOHNSONVILLE, GO WEST SOUTHWEST ON
 DD3268'HIGHWAY 341 FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF STATE ROAD 111
 DD3268'(MIDWAY HIGHWAY) , TURN LEFT ON ROAD 111 FOR 0.05 MILE (0.08 KM) TO
 DD3268'THE JUNCTION OF STATE ROAD 58 (VOX HIGHWAY) , TURN RIGHT ON ROAD 58
 DD3268'FOR 5.75 MILES (9.25 KM) TO THE JUNCTION OF STATE ROAD 49 (FIRE
 DD3268'STATION ROAD) , TURN RIGHT ON ROAD 49 FOR 0.05 MILE (0.08 KM) TO THE
 DD3268'STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 DD3268'PROJECTING 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 8.5 FEET (2.6 M)
 DD3268'WEST SOUTHWEST OF THE POWER POLE 1057DD, 9.0 FEET (2.7 M) SOUTH
 DD3268'SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 2, 23.5 FEET (7.2 M) EAST
 DD3268'SOUTHEAST OF THE CENTER OF THE ROAD, 88.8 FEET (27.1 M) EAST OF THE
 DD3268'NORTHEAST CORNER OF A BRICK PUMP SHED ACROSS ROAD AND BESIDE A BLUE
 DD3268'HOUSE, 7.7 FEET (2.3 M) SOUTHWEST OF A WITNESS POST. NOTE-STATION IS
 DD3268'INTERVISIBLE WITH SURVEY STATION 021 058.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3270 ***********************************************************************
 DD3270  DESIGNATION -  021 059
 DD3270  PID         -  DD3270
 DD3270  STATE/COUNTY-  SC/FLORENCE
 DD3270  USGS QUAD   -  PROSPECT CROSSROADS (1990)
 DD3270
 DD3270                         *CURRENT SURVEY CONTROL
 DD3270  ___________________________________________________________________
 DD3270* NAD 83(2001)-  33 52 04.44309(N)    079 34 32.54979(W)     ADJUSTED  
 DD3270* NAVD 88     -        22.4    (meters)      73.     (feet)  VERTCON   
 DD3270  ___________________________________________________________________
 DD3270  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DD3270  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DD3270
 DD3270  HORZ ORDER  -  SECOND
 DD3270
 DD3270.The horizontal coordinates were established by classical geodetic methods
 DD3270.and adjusted by the National Geodetic Survey in March 2004..
 DD3270
 DD3270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3270
 DD3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3270
 DD3270.The geoid height was determined by GEOID03.
 DD3270
 DD3270;                    North         East     Units Scale Factor Converg.
 DD3270;SPC SC       -   226,533.204   741,355.644   MT  0.99979964   +0 47 22.7
 DD3270;SPC SC       -   743,219.17  2,432,269.17   iFT  0.99979964   +0 47 22.7
 DD3270;UTM  17      - 3,748,421.857   631,738.689   MT  0.99981395   +0 47 37.8
 DD3270
 DD3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3270!SPC SC       -   1.00000165  x   0.99979964  =   0.99980129
 DD3270!UTM  17      -   1.00000165  x   0.99981395  =   0.99981560
 DD3270
 DD3270|---------------------------------------------------------------------|
 DD3270| PID    Reference Object                     Distance      Geod. Az  |
 DD3270|                                                           dddmmss.s |
 DD3270| DD3685 021 059 RM 1                         10.373 METERS 20925     |
 DD3270| DD3271 021 059 AZ MK                       APPROX. 0.5 KM 2940250.3 |
 DD3270|---------------------------------------------------------------------|
 DD3270
 DD3270                          SUPERSEDED SURVEY CONTROL
 DD3270
 DD3270  NAD 83(1986)-  33 52 04.45207(N)    079 34 32.55400(W) AD(       ) 2
 DD3270  NAD 83(1986)-  33 52 04.45496(N)    079 34 32.55300(W) AD(       ) 2
 DD3270  NAD 27      -  33 52 03.86311(N)    079 34 33.33530(W) AD(       ) 2
 DD3270  NGVD 29 (07/19/86)   22.7    (m)           74.     (f) VERT ANG       
 DD3270
 DD3270.Superseded values are not recommended for survey control.
 DD3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3270.See file dsdata.txt to determine how the superseded data were derived.
 DD3270
 DD3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3173948422(NAD 83)
 DD3270_MARKER: DD = SURVEY DISK
 DD3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3270_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3270_STAMPING: HORZ 021 059 1981
 DD3270_MARK LOGO: SCGS  
 DD3270_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3270+STABILITY: SURFACE MOTION
 DD3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3270+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 DD3270
 DD3270  HISTORY     - Date     Condition        Report By
 DD3270  HISTORY     - 1982     MONUMENTED       SCGS
 DD3270  HISTORY     - 19960716 GOOD             SCGS
 DD3270
 DD3270                          STATION DESCRIPTION
 DD3270
 DD3270'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3270'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) WEST-NORTHWEST OF
 DD3270'JOHNSONVILLE, ABOUT 16.1 KM (10 MI) EAST OF LAKE CITY, ABOUT 0.2 KM
 DD3270'(1.0 MI) SOUTH OF HANNAH, NEAR THE NORTHEAST CORNER OF CEMETERY.
 DD3270'
 DD3270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 AND COUNTY
 DD3270'HIGHWAY S-21-597, GO SOUTHERLY ON COUNTY HIGHWAY S-21-597 FOR 1.9 KM
 DD3270'(1.2 MI) TO CEMETERY AND STATION ON RIGHT.
 DD3270'
 DD3270'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3270'---021 059 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3270'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.2 METERS S FROM A
 DD3270'FENCE CORNER,  8.2 METERS W FROM A DOUBLE TRUNK OAK TREE, 28.7 METERS
 DD3270'NE FROM THE FENCE CORNER, 10.7 METERS NE FROM THE METAL WITNESS POST,
 DD3270'AND 41.4 METERS N FROM THE COUNTY ROAD S-21-597.
 DD3270'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3270'DISK STAMPED---021 059 1981---SET INTO AN IRREGULAR MASS OF
 DD3270'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD3270'
 DD3270'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3270'DISK STAMPED---021 059 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3270'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.7 METERS
 DD3270'E FROM THE METAL WITNESS POST, 16.0 METERS SSW FROM THE FENCE CORNER,
 DD3270'31.7 METERS N FROM THE CENTER OF COUNTY ROAD S-21-597, 16.8 METERS SW
 DD3270'FROM THE DOUBLE TRUNK OAK TREE, AND IS LEVEL WITH THE STATION.
 DD3270'
 DD3270'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3270'STAMPED---AZ MK 021 059 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3270'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.7 METERS
 DD3270'SSW FROM THE METAL WITNESS POST,  1.0 METERS SSW FROM THE POWER LINE
 DD3270'POLE 1013, AND  3.8 METERS W FROM THE CENTER OF SAND ROAD.
 DD3270'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD3270'GO WESTERLY ON HIGHWAY S-21-597 FOR 0.6 KM (0.35 MI) TO A SIDE ROAD
 DD3270'RIGHT.  TURN RIGHT AND GO NORTH ON  A DIRT ROAD FOR 0.2 KM (0.1 MI)
 DD3270'TO THE MARK ON LEFT.
 DD3270
 DD3270                          STATION RECOVERY (1996)
 DD3270
 DD3270'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3270'STATION IS LOCATED 8.1 MILES (13.0 KM) WEST NORTHWEST OF JOHNSONVILLE,
 DD3270'25.0 MILES (40.2 KM) SOUTH SOUTHEAST OF FLORENCE. OWNERSHIP--UNKNOWN.
 DD3270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 (HANNAH
 DD3270'HIGHWAY) AND STATE HIGHWAY 51 (PAMPLICO HIGHWAY) , 6.0 MILES (9.7 KM)
 DD3270'NORTHEAST OF JOHNSONVILLE, GO WEST NORTHWEST ON HIGHWAY 378 FOR 4.25
 DD3270'MILES (6.84 KM) TO THE JUNCTION OF STATE ROAD 597 (CAIN BRANCH CIRCLE)
 DD3270', TURN LEFT ON ROAD 597 FOR 1.2 MILES (1.9 KM) TO THE STATION ON THE
 DD3270'RIGHT NEXT TO A CEMETERY.  STATION IS A CONCRETE POST FLUSH WITH THE
 DD3270'GROUND AND 3.0 FEET (0.9 M) ABOVE THE ROAD, 23.9 FEET (7.3 M) SOUTH
 DD3270'SOUTHEAST OF THE NORTH CORNER OF THE FENCE LINE, 101.0 FEET (30.8 M)
 DD3270'NORTH OF THE CENTER OF THE ROAD, 48.3 FEET (14.7 M) EAST OF THE NORTH
 DD3270'CORNER OF A TILE CRYPT FOR GASKINS. RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3271 ***********************************************************************
 DD3271  DESIGNATION -  021 059 AZ MK
 DD3271  PID         -  DD3271
 DD3271  STATE/COUNTY-  SC/FLORENCE
 DD3271  USGS QUAD   -  PROSPECT CROSSROADS (1990)
 DD3271
 DD3271                         *CURRENT SURVEY CONTROL
 DD3271  ___________________________________________________________________
 DD3271* NAD 83(2001)-  33 52 11.52496(N)    079 34 51.57697(W)     ADJUSTED  
 DD3271* NAVD 88     -        19.7    (meters)      65.     (feet)  GPS OBS   
 DD3271  ___________________________________________________________________
 DD3271  X           -     958,716.758 (meters)                     COMP
 DD3271  Y           -  -5,213,895.062 (meters)                     COMP
 DD3271  Z           -   3,534,463.441 (meters)                     COMP
 DD3271  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DD3271  ELLIP HEIGHT-         -13.12  (meters)          (03/13/03) GPS OBS
 DD3271  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DD3271
 DD3271  HORZ ORDER  -  FIRST
 DD3271  ELLP ORDER  -  FOURTH    CLASS II
 DD3271
 DD3271.The horizontal coordinates were established by GPS observations
 DD3271.and adjusted by the National Geodetic Survey in March 2003..
 DD3271
 DD3271.The orthometric height was determined by GPS observations and a
 DD3271.high-resolution geoid model.
 DD3271
 DD3271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3271
 DD3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3271
 DD3271.The ellipsoidal height was determined by GPS observations
 DD3271.and is referenced to NAD 83.
 DD3271
 DD3271.The geoid height was determined by GEOID03.
 DD3271
 DD3271;                    North         East     Units Scale Factor Converg.
 DD3271;SPC SC       -   226,744.614   740,863.755   MT  0.99979976   +0 47 12.1
 DD3271;SPC SC       -   743,912.78  2,430,655.36   iFT  0.99979976   +0 47 12.1
 DD3271;UTM  17      - 3,748,633.234   631,246.777   MT  0.99981235   +0 47 27.4
 DD3271
 DD3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3271!SPC SC       -   1.00000206  x   0.99979976  =   0.99980182
 DD3271!UTM  17      -   1.00000206  x   0.99981235  =   0.99981441
 DD3271
 DD3271                          SUPERSEDED SURVEY CONTROL
 DD3271
 DD3271  NAD 83(1995)-  33 52 11.52503(N)    079 34 51.57693(W) AD(       ) 1
 DD3271  ELLIP H (12/20/99)  -13.13   (m)                       GP(       ) 4 1
 DD3271  NAD 83(1986)-  33 52 11.53421(N)    079 34 51.58103(W) AD(       ) 1
 DD3271  NAD 83(1986)-  33 52 11.53684(N)    079 34 51.58045(W) AD(       ) 2
 DD3271  NAD 27      -  33 52 10.94580(N)    079 34 52.36185(W) AD(       ) 2
 DD3271  NGVD 29 (07/19/86)   22.0    (m)           72.     (f) VERT ANG       
 DD3271
 DD3271.Superseded values are not recommended for survey control.
 DD3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3271.See file dsdata.txt to determine how the superseded data were derived.
 DD3271
 DD3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3124748633(NAD 83)
 DD3271_MARKER: DD = SURVEY DISK
 DD3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3271_SP_SET: CONCRETE POST
 DD3271_STAMPING: AZ MK 021 059 1981
 DD3271_MARK LOGO: SCGS  
 DD3271_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3271+STABILITY: SURFACE MOTION
 DD3271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3271+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 DD3271
 DD3271  HISTORY     - Date     Condition        Report By
 DD3271  HISTORY     - 1981     MONUMENTED       SCGS
 DD3271  HISTORY     - 19930920 GOOD             SCGS
 DD3271  HISTORY     - 19960716 GOOD             SCGS
 DD3271
 DD3271                          STATION DESCRIPTION
 DD3271
 DD3271'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3271'STATION IS LOCATED 8.0 MILES (12.9 KM) WEST NORTHWEST OF JOHNSONVILLE,
 DD3271'10.0 MILES (16.1 KM) EAST OF LAKE CITY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3271'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3271'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD3271'HIGHWAY 378 AND STATE HIGHWAY 51 IN SALEM, 5.7 MILES (9.2 KM)
 DD3271'NORTHWEST OF JOHNSONVILLE, GO WEST ON HIGHWAY 378 FOR 4.3 MILES
 DD3271'(6.9 KM) TO THE JUNCTION OF STATE ROAD 597 IN HANNAH, TURN LEFT ON
 DD3271'ROAD 597 FOR 1.2 MILES (1.9 KM) TO A CEMETARY ON THE RIGHT, CONTINUE
 DD3271'ON ROAD 597 FOR 0.35 MILE (0.56 KM) TO A SAND ROAD RIGHT, TURN RIGHT
 DD3271'ON THE SAND ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT
 DD3271'NEAR A POWER POLE NUMBER 1013. STATION IS A CONCRETE POST FLUSH WITH
 DD3271'THE GROUND, 0.7 METERS (2.3 FT) SOUTH SOUTHWEST OF THE WITNESS POST,
 DD3271'1.0 METER (3.3 FT) SOUTH SOUTHWEST THE POWER POLE, 3.8 METERS
 DD3271'(12.5 FT) WEST OF THE CENTER OF THE ROAD.
 DD3271
 DD3271                          STATION RECOVERY (1996)
 DD3271
 DD3271'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3271'STATION IS LOCATED 8.4 MILES (13.5 KM) WEST NORTHWEST OF JOHNSONVILLE,
 DD3271'24.85 MILES (39.99 KM) SOUTH SOUTHEAST OF FLORENCE.
 DD3271'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD3271'HIGHWAY 378 (HANNAH HIGHWAY) AND STATE HIGHWAY 51 (PAMPLICO HIGHWAY) ,
 DD3271'6.0 MILES (9.7 KM) NORTHEAST OF JOHNSONVILLE, GO WEST NORTHWEST ON
 DD3271'HIGHWAY 378 FOR 4.25 MILES (6.84 KM) TO THE JUNCTION OF STATE ROAD 597
 DD3271'(CAIN BRANCH CIRCLE) , TURN LEFT ON ROAD 597 FOR 0.55 MILE (0.89 KM)
 DD3271'TO A SAND ROAD RIGHT (GASKINS LANE) , TURN RIGHT ON THE SAND ROAD FOR
 DD3271'0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE,
 DD3271'0.05 MILE (0.08 KM) NORTH OF THE JUNCTION OF STATE ROAD 597 (CAIN
 DD3271'BRANCH CIRCLE) .  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1
 DD3271'CM) AND LEVEL WITH THE SAND ROAD, 3.6 FEET (1.1 M) SOUTH OF THE POWER
 DD3271'POLE 1013/FV18/BQ, 13.4 FEET (4.1 M) WEST NORTHWEST OF THE CENTER OF
 DD3271'THE SAND ROAD, 3.8 FEET (1.2 M) SOUTH SOUTHWEST OF A WITNESS POST.
 DD3271'RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3390 ***********************************************************************
 DD3390  DESIGNATION -  021 060
 DD3390  PID         -  DD3390
 DD3390  STATE/COUNTY-  SC/FLORENCE
 DD3390  USGS QUAD   -  MILL BAY (1990)
 DD3390
 DD3390                         *CURRENT SURVEY CONTROL
 DD3390  ___________________________________________________________________
 DD3390* NAD 83(2001)-  33 59 46.29425(N)    079 44 59.33415(W)     ADJUSTED  
 DD3390* NAVD 88     -        24.043  (meters)      78.88   (feet)  ADJUSTED  
 DD3390  ___________________________________________________________________
 DD3390  X           -     941,958.735 (meters)                     COMP
 DD3390  Y           -  -5,209,004.016 (meters)                     COMP
 DD3390  Z           -   3,546,091.702 (meters)                     COMP
 DD3390  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DD3390  ELLIP HEIGHT-          -8.50  (meters)          (03/13/03) GPS OBS
 DD3390  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DD3390  DYNAMIC HT  -          24.019 (meters)      78.80  (feet)  COMP
 DD3390  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 DD3390
 DD3390  HORZ ORDER  -  FIRST
 DD3390  VERT ORDER  -  FIRST     CLASS II
 DD3390  ELLP ORDER  -  FOURTH    CLASS II
 DD3390
 DD3390.The horizontal coordinates were established by GPS observations
 DD3390.and adjusted by the National Geodetic Survey in March 2003..
 DD3390
 DD3390.The orthometric height was determined by differential leveling
 DD3390.and adjusted by the National Geodetic Survey in June 1994..
 DD3390
 DD3390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3390
 DD3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3390
 DD3390.The ellipsoidal height was determined by GPS observations
 DD3390.and is referenced to NAD 83.
 DD3390
 DD3390.The geoid height was determined by GEOID03.
 DD3390
 DD3390.The dynamic height is computed by dividing the NAVD 88
 DD3390.geopotential number by the normal gravity value computed on the
 DD3390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3390.degrees latitude (g = 980.6199 gals.).
 DD3390
 DD3390.The modeled gravity was interpolated from observed gravity values.
 DD3390
 DD3390;                    North         East     Units Scale Factor Converg.
 DD3390;SPC SC       -   240,551.275   725,078.445   MT  0.99980987   +0 41 35.2
 DD3390;SPC SC       -   789,210.22  2,378,866.29   iFT  0.99980987   +0 41 35.2
 DD3390;UTM  17      - 3,762,438.241   615,460.483   MT  0.99976434   +0 41 56.8
 DD3390
 DD3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3390!SPC SC       -   1.00000133  x   0.99980987  =   0.99981120
 DD3390!UTM  17      -   1.00000133  x   0.99976434  =   0.99976567
 DD3390
 DD3390|---------------------------------------------------------------------|
 DD3390| PID    Reference Object                     Distance      Geod. Az  |
 DD3390|                                                           dddmmss.s |
 DD3390| DD3686 021 060 RM 1                          9.923 METERS 33950     |
 DD3390| EB2808 021 060 AZ MK                       APPROX. 0.8 KM 3551903.9 |
 DD3390|---------------------------------------------------------------------|
 DD3390
 DD3390                          SUPERSEDED SURVEY CONTROL
 DD3390
 DD3390  NAD 83(1995)-  33 59 46.29434(N)    079 44 59.33412(W) AD(       ) 1
 DD3390  ELLIP H (12/20/99)   -8.50   (m)                       GP(       ) 4 1
 DD3390  NAD 83(1986)-  33 59 46.30612(N)    079 44 59.33431(W) AD(       ) 1
 DD3390  NAD 83(1986)-  33 59 46.30370(N)    079 44 59.33717(W) AD(       ) 2
 DD3390  NAD 27      -  33 59 45.72350(N)    079 45 00.09736(W) AD(       ) 2
 DD3390  NGVD 29 (07/19/86)   25.0    (m)           82.     (f) VERT ANG       
 DD3390
 DD3390.Superseded values are not recommended for survey control.
 DD3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3390.See file dsdata.txt to determine how the superseded data were derived.
 DD3390
 DD3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1546062438(NAD 83)
 DD3390_MARKER: DD = SURVEY DISK
 DD3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3390_SP_SET: CONCRETE POST
 DD3390_STAMPING: HORZ 021 060 1981
 DD3390_MARK LOGO: SCGS  
 DD3390_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3390+STABILITY: SURFACE MOTION
 DD3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3390+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 DD3390
 DD3390  HISTORY     - Date     Condition        Report By
 DD3390  HISTORY     - 1981     MONUMENTED       SCGS
 DD3390  HISTORY     - 1981     GOOD             SCGS
 DD3390  HISTORY     - 19930518 GOOD             SCGS
 DD3390  HISTORY     - 19960925 GOOD             SCGS
 DD3390
 DD3390                          STATION DESCRIPTION
 DD3390
 DD3390'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3390'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH OF LAKE CITY,
 DD3390'ABOUT 2.4 KM (1.5 MI) NORTH OF COWARD, IS THE CENTER MEDIAN OF U.S.
 DD3390'HIGHWAY 52.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS, P.O. BOX
 DD3390'191, COLUMBIA, S.C. 29202, TELEPHONE (803) 758-3414.
 DD3390'
 DD3390'TO REACH THE STATION FROM POST OFFICE IN COWARD, GO NORTHERLY ON U.S.
 DD3390'HIGHWAY 52 FOR 3.0 KM (1.85 MI) TO THE STATION ON RIGHT.
 DD3390'
 DD3390'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3390'---021 060 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3390'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.1 METERS W FROM
 DD3390'CENTER AISLE BETWEEN DUAL RAILROAD TRACKS, 15.1 METERS E FROM CENTER
 DD3390'OF NORTHBOUND LANE OF U.S. HIGHWAY 52, 11.6 METERS NNE FROM POWER
 DD3390'POLE NO 49-E, 10.3 METERS SSW FROM METAL WITNESS POST, AND 28.8
 DD3390'METERS S FROM POWER LINE POLE.
 DD3390'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3390'DISK STAMPED---021 060 1981---SET INTO AN IRREGULAR MASS OF
 DD3390'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3390'
 DD3390'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3390'DISK STAMPED---RM 1 021 060 1981---SET INTO THE TOP OF A ROUND
 DD3390'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3390'0.5 METERS S FROM METAL WITNESS POST, 12.2 METERS E FROM CENTER OF
 DD3390'NORTHBOUND LANE OF U.S. HIGHWAY 52, 19.4 METERS N FROM POWER LINE
 DD3390'POLE NO 49-E, 14.3 METERS W FROM CENTER AISLE BETWEEN DUAL RAILROAD
 DD3390'TRACKS, AND IS LEVEL WITH THE STATION.
 DD3390'
 DD3390'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3390'STAMPED---AZ MK 021 060 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3390'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.5 METERS
 DD3390'N FROM METAL WITNESS POST, 12.2 METERS N FROM CENTER OF TURN-AROUND
 DD3390'DRIVE IN ROADWAY,  9.6 METERS W FROM CENTER OF NORTHBOUND LANE OF
 DD3390'U.S. HIGHWAY 52, AND  8.8 METERS E FROM CENTER OF SOUTHBOUND LANE OF
 DD3390'U.S. HIGHWAY 52.
 DD3390'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DD3390'U.S. HIGHWAY 52 FOR 0.8 KM (0.5 MI) TO THE AZIMUTH IN THE CENTER OF
 DD3390'MEDIAN.
 DD3390
 DD3390                          STATION RECOVERY (1981)
 DD3390
 DD3390'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 DD3390'RECOVERED IN GOOD CONDITION.
 DD3390
 DD3390                          STATION RECOVERY (1993)
 DD3390
 DD3390'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3390'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTH OF COWARD.
 DD3390'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3390'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3390'JUNCTION OF U.S. HIGHWAYS 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 DD3390'COWARD, GO NORTH ON HIGHWAY 52 FOR 0.75 MILE (1.21 KM) TO THE
 DD3390'JUNCTION OF STATE ROAD 793 (FACTORY STREET LEFT AND SAINT PAUL ROAD
 DD3390'RIGHT), CONTINUE ON HIGHWAY 52 FOR 1.05 MILES (1.69 KM) TO THE
 DD3390'STATION ON THE RIGHT NEAR A POWER POLE NUMBER 564, ACROSS THE HIGHWAY
 DD3390'FROM A BRICK HOUSE. STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 DD3390'(6.1 CM) AND LEVEL WITH THE HIGHWAY, 38.7 FEET (11.8 M) NORTH OF THE
 DD3390'POWER POLE, 27.0 FEET (8.2 M) WEST OF THE WEST RAIL OF THE WEST SET
 DD3390'OF RAILROAD TRACKS, 48.8 FEET (14.9 M) EAST OF THE CENTER OF THE
 DD3390'NORTHBOUND LANES OF THE HIGHWAY, 32.2 FEET (9.8 M) SOUTH SOUTHEAST OF
 DD3390'SURVEY STATION 021 060 RM 1, 94.9 FEET (28.9 M) SOUTH OF A POWER POLE
 DD3390'WITH A SCGS REFERENCE WASHER ATTACHED, 2.4 FEET (0.7 M) EAST OF A
 DD3390'WITNESS POST. RECOVERED BY T. HALL.
 DD3390
 DD3390                          STATION RECOVERY (1996)
 DD3390
 DD3390'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3390'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTH OF COWARD.
 DD3390'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD3390'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD3390'JUNCTION OF U.S.  HIGHWAYS 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 DD3390'COWARD, GO NORTH ON HIGHWAY 52 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION
 DD3390'OF STATE ROAD 793 (FACTORY STREET LEFT AND SAINT PAUL ROAD RIGHT) ,
 DD3390'CONTINUE ON HIGHWAY 52 FOR 1.05 MILES (1.69 KM) TO THE STATION ON THE
 DD3390'RIGHT NEAR A POWER POLE NUMBER 564, ACROSS THE HIGHWAY FROM A BRICK
 DD3390'HOUSE.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND
 DD3390'LEVEL WITH THE HIGHWAY, 38.7 FEET (11.8 M) NORTH OF THE POWER POLE,
 DD3390'27.0 FEET (8.2 M) WEST OF THE WEST RAIL OF THE WEST SET OF RAILROAD
 DD3390'TRACKS, 48.8 FEET (14.9 M) EAST OF THE CENTER OF THE NORTHBOUND LANES
 DD3390'OF THE HIGHWAY, 32.2 FEET (9.8 M) SOUTH SOUTHEAST OF SURVEY STATION
 DD3390'021 060 RM 1, 94.9 FEET (28.9 M) SOUTH OF A POWER POLE WITH A SCGS
 DD3390'REFERENCE WASHER ATTACHED, 2.4 FEET (0.7 M) EAST OF A WITNESS POST.
 DD3390'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 060 AZ MK.
 DD3390'RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2808 ***********************************************************************
 EB2808  DESIGNATION -  021 060 AZ MK
 EB2808  PID         -  EB2808
 EB2808  STATE/COUNTY-  SC/FLORENCE
 EB2808  USGS QUAD   -  EFFINGHAM (1986)
 EB2808
 EB2808                         *CURRENT SURVEY CONTROL
 EB2808  ___________________________________________________________________
 EB2808* NAD 83(2001)-  34 00 13.76580(N)    079 45 02.03576(W)     ADJUSTED  
 EB2808* NAVD 88     -        24.263  (meters)      79.60   (feet)  ADJUSTED  
 EB2808  ___________________________________________________________________
 EB2808  X           -     941,806.322 (meters)                     COMP
 EB2808  Y           -  -5,208,550.767 (meters)                     COMP
 EB2808  Z           -   3,546,793.566 (meters)                     COMP
 EB2808  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 EB2808  ELLIP HEIGHT-          -8.27  (meters)          (03/13/03) GPS OBS
 EB2808  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 EB2808  DYNAMIC HT  -          24.239 (meters)      79.52  (feet)  COMP
 EB2808  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 EB2808
 EB2808  HORZ ORDER  -  FIRST
 EB2808  VERT ORDER  -  FIRST     CLASS II
 EB2808  ELLP ORDER  -  FOURTH    CLASS II
 EB2808
 EB2808.The horizontal coordinates were established by GPS observations
 EB2808.and adjusted by the National Geodetic Survey in March 2003..
 EB2808
 EB2808.The orthometric height was determined by differential leveling
 EB2808.and adjusted by the National Geodetic Survey in June 1994..
 EB2808
 EB2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB2808
 EB2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2808
 EB2808.The ellipsoidal height was determined by GPS observations
 EB2808.and is referenced to NAD 83.
 EB2808
 EB2808.The geoid height was determined by GEOID03.
 EB2808
 EB2808.The dynamic height is computed by dividing the NAVD 88
 EB2808.geopotential number by the normal gravity value computed on the
 EB2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB2808.degrees latitude (g = 980.6199 gals.).
 EB2808
 EB2808.The modeled gravity was interpolated from observed gravity values.
 EB2808
 EB2808;                    North         East     Units Scale Factor Converg.
 EB2808;SPC SC       -   241,396.662   724,998.899   MT  0.99981064   +0 41 33.7
 EB2808;SPC SC       -   791,983.80  2,378,605.31   iFT  0.99981064   +0 41 33.7
 EB2808;UTM  17      - 3,763,283.580   615,380.851   MT  0.99976411   +0 41 55.8
 EB2808
 EB2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2808!SPC SC       -   1.00000130  x   0.99981064  =   0.99981194
 EB2808!UTM  17      -   1.00000130  x   0.99976411  =   0.99976541
 EB2808
 EB2808:                Primary Azimuth Mark                     Grid Az
 EB2808:SPC SC       -  021 060                                  174 37 28.6
 EB2808:UTM  17      -  021 060                                  174 37 06.5
 EB2808
 EB2808|---------------------------------------------------------------------|
 EB2808| PID    Reference Object                     Distance      Geod. Az  |
 EB2808|                                                           dddmmss.s |
 EB2808| DD3390 021 060                             APPROX. 0.8 KM 1751902.3 |
 EB2808|---------------------------------------------------------------------|
 EB2808
 EB2808                          SUPERSEDED SURVEY CONTROL
 EB2808
 EB2808  NAD 83(1995)-  34 00 13.76589(N)    079 45 02.03574(W) AD(       ) 1
 EB2808  ELLIP H (12/20/99)   -8.27   (m)                       GP(       ) 4 1
 EB2808  NAD 83(1986)-  34 00 13.77770(N)    079 45 02.03590(W) AD(       ) 1
 EB2808  NAD 83(1986)-  34 00 13.77529(N)    079 45 02.03722(W) AD(       ) 2
 EB2808  NAD 27      -  34 00 13.19575(N)    079 45 02.79741(W) AD(       ) 2
 EB2808  NGVD 29 (07/19/86)   25.0    (m)           82.     (f) VERT ANG       
 EB2808
 EB2808.Superseded values are not recommended for survey control.
 EB2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2808.See file dsdata.txt to determine how the superseded data were derived.
 EB2808
 EB2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1538163284(NAD 83)
 EB2808_MARKER: DD = SURVEY DISK
 EB2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2808_SP_SET: CONCRETE POST
 EB2808_STAMPING: AZ MK 021 060 1981
 EB2808_MARK LOGO: SCGS  
 EB2808_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2808+STABILITY: SURFACE MOTION
 EB2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2808+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1996
 EB2808
 EB2808  HISTORY     - Date     Condition        Report By
 EB2808  HISTORY     - 1981     MONUMENTED       SCGS
 EB2808  HISTORY     - 19930518 GOOD             SCGS
 EB2808  HISTORY     - 19960926 GOOD             SCGS
 EB2808
 EB2808                          STATION DESCRIPTION
 EB2808
 EB2808'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2808'STATION IS LOCATED 2.5 MILES (4.0 KM) NORTH OF COWARD.
 EB2808'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB2808'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB2808'JUNCTION OF U.S. HIGHWAYS 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 EB2808'COWARD, GO NORTH ON HIGHWAY 52 FOR 0.75 MILE (1.21 KM) TO THE
 EB2808'JUNCTION OF STATE ROAD 793 (FACTORY STREET LEFT AND SAINT PAUL ROAD
 EB2808'RIGHT), CONTINUE ON HIGHWAY 52 FOR 1.55 MILES (2.49 KM) TO A SAND
 EB2808'ROAD LEFT AND THE STATION IN THE MEDIAN OF THE HIGHWAY. STATION IS A
 EB2808'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW
 EB2808'THE HIGHWAY, 312.7 FEET (95.3 M) NORTH NORTHWEST OF RAILROAD MILE
 EB2808'POST NUMBER 307, 104.9 FEET (32.0 M) WEST OF THE WEST RAIL OF THE
 EB2808'WEST SET OF RAILROAD TRACKS, 122.8 FEET (37.4 M) EAST NORTHEAST OF A
 EB2808'TELEPHONE JUNCTION BOX SUPPORT POST NUMBER 1300/8/2, 30.8 FEET
 EB2808'(9.4 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 EB2808'29.0 FEET (8.8 M) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 EB2808'HIGHWAY, 43.0 FEET (13.1 M) NORTH OF THE EXTENDED CENTER OF THE SAND
 EB2808'ROAD, 89.2 FEET (27.2 M) SOUTHWEST OF A POWER POLE WITH A SCGS
 EB2808'REFERENCE WASHER ATTACHED, 123.0 FEET (37.5 M) EAST NORTHEAST OF A
 EB2808'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED AND A GUY WIRE, 10.6
 EB2808'FEET (3.2 M) NORTH OF A WITNESS POST. RECOVERED BY T. HALL.
 EB2808
 EB2808                          STATION RECOVERY (1996)
 EB2808
 EB2808'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB2808'STATION IS LOCATED 2.5 MILES (4.0 KM) NORTH OF COWARD.
 EB2808'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EB2808'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EB2808'JUNCTION OF U.S.  HIGHWAYS 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 EB2808'COWARD, GO NORTH ON HIGHWAY 52 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION
 EB2808'OF STATE ROAD 793 (FACTORY STREET LEFT AND SAINT PAUL ROAD RIGHT) ,
 EB2808'CONTINUE ON HIGHWAY 52 FOR 1.55 MILES (2.49 KM) TO A SAND ROAD (CW
 EB2808'ROBINSON ROAD) LEFT AND THE STATION IN THE MEDIAN OF THE HIGHWAY.
 EB2808'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT
 EB2808'(15.2 CM) BELOW THE HIGHWAY, 312.7 FEET (95.3 M) NORTH NORTHWEST OF
 EB2808'RAILROAD MILE POST NUMBER 307, 104.9 FEET (32.0 M) WEST OF THE WEST
 EB2808'RAIL OF THE WEST SET OF RAILROAD TRACKS, 122.8 FEET (37.4 M) EAST
 EB2808'NORTHEAST OF A TELEPHONE JUNCTION BOX SUPPORT POST NUMBER 1300/8/2,
 EB2808'30.8 FEET (9.4 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 EB2808'HIGHWAY, 29.0 FEET (8.8 M) WEST OF THE CENTER OF THE NORTHBOUND LANES
 EB2808'OF THE HIGHWAY, 43.0 FEET (13.1 M) NORTH OF THE EXTENDED CENTER OF THE
 EB2808'SAND ROAD, 89.2 FEET (27.2 M) SOUTHWEST OF A POWER POLE WITH A SCGS
 EB2808'REFERENCE WASHER ATTACHED, 123.0 FEET (37.5 M) EAST NORTHEAST OF A
 EB2808'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED AND A GUY WIRE, 10.6
 EB2808'FEET (3.2 M) NORTH OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE
 EB2808'WITH SURVEY STATION 021 060.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3686 ***********************************************************************
 DD3686  DESIGNATION -  021 060 RM 1
 DD3686  PID         -  DD3686
 DD3686  STATE/COUNTY-  SC/FLORENCE
 DD3686  USGS QUAD   -  MILL BAY (1990)
 DD3686
 DD3686                         *CURRENT SURVEY CONTROL
 DD3686  ___________________________________________________________________
 DD3686* NAD 83(1986)-  33 59 46.     (N)    079 44 59.     (W)     SCALED    
 DD3686* NAVD 88     -        23.581  (meters)      77.37   (feet)  ADJUSTED  
 DD3686  ___________________________________________________________________
 DD3686  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DD3686  DYNAMIC HT  -          23.558 (meters)      77.29  (feet)  COMP
 DD3686  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 DD3686
 DD3686  VERT ORDER  -  FIRST     CLASS II
 DD3686
 DD3686.The horizontal coordinates were scaled from a topographic map and have
 DD3686.an estimated accuracy of +/- 6 seconds.
 DD3686
 DD3686.The orthometric height was determined by differential leveling
 DD3686.and adjusted by the National Geodetic Survey in June 1994..
 DD3686
 DD3686.The geoid height was determined by GEOID03.
 DD3686
 DD3686.The dynamic height is computed by dividing the NAVD 88
 DD3686.geopotential number by the normal gravity value computed on the
 DD3686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3686.degrees latitude (g = 980.6199 gals.).
 DD3686
 DD3686.The modeled gravity was interpolated from observed gravity values.
 DD3686
 DD3686;                    North         East    Units  Estimated Accuracy
 DD3686;SPC SC       -   240,540.      725,090.      MT  (+/- 180 meters Scaled)
 DD3686
 DD3686                          SUPERSEDED SURVEY CONTROL
 DD3686
 DD3686.No superseded survey control is available for this station.
 DD3686
 DD3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT154624(NAD 83)
 DD3686_MARKER: DD = SURVEY DISK
 DD3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3686_SP_SET: CONCRETE POST
 DD3686_STAMPING: RM 1 021 060 1981
 DD3686_MARK LOGO: SCGS  
 DD3686_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3686+STABILITY: SURFACE MOTION
 DD3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3686+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 DD3686
 DD3686  HISTORY     - Date     Condition        Report By
 DD3686  HISTORY     - 1981     MONUMENTED       SCGS
 DD3686  HISTORY     - 19930518 GOOD             SCGS
 DD3686
 DD3686                          STATION DESCRIPTION
 DD3686
 DD3686'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3686'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTH OF COWARD.
 DD3686'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3686'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3686'JUNCTION OF U.S. HIGHWAYS 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 DD3686'COWARD, GO NORTH ON HIGHWAY 52 FOR 0.75 MILE (1.21 KM) TO THE
 DD3686'JUNCTION OF STATE ROAD 793 (FACTORY STREET LEFT AND SAINT PAUL ROAD
 DD3686'RIGHT), CONTINUE ON HIGHWAY 52 FOR 1.05 MILES (1.69 KM) TO THE
 DD3686'STATION ON THE RIGHT NEAR THE DITCH LINE, ACROSS THE HIGHWAY FROM A
 DD3686'BRICK HOUSE. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM)
 DD3686'AND 3.0 FEET (0.9 M) BELOW THE HIGHWAY, 32.2 FEET (9.8 M) NORTH
 DD3686'NORTHWEST OF SURVEY STATION 021 060, 39.3 FEET (12.0 M) EAST OF THE
 DD3686'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 36.5 FEET (11.1 M)
 DD3686'WEST OF THE WEST RAIL OF THE WEST SET OF RAILROAD TRACKS, 68.8 FEET
 DD3686'(21.0 M) NORTH OF A POWER POLE NUMBER 564, 63.7 FEET (19.4 M) SOUTH
 DD3686'OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED. RECOVERED BY
 DD3686'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3289 ***********************************************************************
 DD3289  DESIGNATION -  021 061
 DD3289  PID         -  DD3289
 DD3289  STATE/COUNTY-  SC/FLORENCE
 DD3289  USGS QUAD   -  SCRANTON (1990)
 DD3289
 DD3289                         *CURRENT SURVEY CONTROL
 DD3289  ___________________________________________________________________
 DD3289* NAD 83(2001)-  33 55 05.66308(N)    079 38 37.75847(W)     ADJUSTED  
 DD3289* NAVD 88     -        23.2    (meters)      76.     (feet)  GPS OBS   
 DD3289  ___________________________________________________________________
 DD3289  X           -     952,461.495 (meters)                     COMP
 DD3289  Y           -  -5,212,002.793 (meters)                     COMP
 DD3289  Z           -   3,538,919.081 (meters)                     COMP
 DD3289  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DD3289  ELLIP HEIGHT-          -9.57  (meters)          (03/13/03) GPS OBS
 DD3289  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DD3289
 DD3289  HORZ ORDER  -  FIRST
 DD3289  ELLP ORDER  -  FOURTH    CLASS II
 DD3289
 DD3289.The horizontal coordinates were established by GPS observations
 DD3289.and adjusted by the National Geodetic Survey in March 2003..
 DD3289
 DD3289.The orthometric height was determined by GPS observations and a
 DD3289.high-resolution geoid model.
 DD3289
 DD3289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3289
 DD3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3289
 DD3289.The ellipsoidal height was determined by GPS observations
 DD3289.and is referenced to NAD 83.
 DD3289
 DD3289.The geoid height was determined by GEOID03.
 DD3289
 DD3289;                    North         East     Units Scale Factor Converg.
 DD3289;SPC SC       -   232,030.466   734,981.846   MT  0.99980306   +0 45 06.7
 DD3289;SPC SC       -   761,254.81  2,411,357.76   iFT  0.99980306   +0 45 06.7
 DD3289;UTM  17      - 3,753,918.619   625,364.432   MT  0.99979374   +0 45 24.7
 DD3289
 DD3289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3289!SPC SC       -   1.00000150  x   0.99980306  =   0.99980456
 DD3289!UTM  17      -   1.00000150  x   0.99979374  =   0.99979524
 DD3289
 DD3289:                Primary Azimuth Mark                     Grid Az
 DD3289:SPC SC       -  021 061 AZ MK                            136 44 14.3
 DD3289:UTM  17      -  021 061 AZ MK                            136 43 56.3
 DD3289
 DD3289|---------------------------------------------------------------------|
 DD3289| PID    Reference Object                     Distance      Geod. Az  |
 DD3289|                                                           dddmmss.s |
 DD3289| DD3288 021 061 AZ MK                       APPROX. 0.6 KM 1372921.0 |
 DD3289| DD3687 021 061 RM 1                         10.353 METERS 32849     |
 DD3289|---------------------------------------------------------------------|
 DD3289
 DD3289                          SUPERSEDED SURVEY CONTROL
 DD3289
 DD3289  NAD 83(1995)-  33 55 05.66317(N)    079 38 37.75845(W) AD(       ) 1
 DD3289  ELLIP H (12/20/99)   -9.57   (m)                       GP(       ) 4 1
 DD3289  NAD 83(1986)-  33 55 05.67316(N)    079 38 37.76221(W) AD(       ) 1
 DD3289  NAD 83(1986)-  33 55 05.67216(N)    079 38 37.76338(W) AD(       ) 2
 DD3289  NAD 27      -  33 55 05.08302(N)    079 38 38.54070(W) AD(       ) 2
 DD3289  NGVD 29 (07/19/86)   21.4    (m)           70.     (f) VERT ANG       
 DD3289
 DD3289.Superseded values are not recommended for survey control.
 DD3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3289.See file dsdata.txt to determine how the superseded data were derived.
 DD3289
 DD3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2536453919(NAD 83)
 DD3289_MARKER: DD = SURVEY DISK
 DD3289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3289_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3289_STAMPING: HORZ 021 061 1981
 DD3289_MARK LOGO: SCGS  
 DD3289_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3289+STABILITY: SURFACE MOTION
 DD3289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3289+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1996
 DD3289
 DD3289  HISTORY     - Date     Condition        Report By
 DD3289  HISTORY     - 1981     MONUMENTED       SCGS
 DD3289  HISTORY     - 19960821 GOOD             SCGS
 DD3289
 DD3289                          STATION DESCRIPTION
 DD3289
 DD3289'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3289'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHEAST OF LAKE CITY,
 DD3289'ABOUT 11.3 KM (7.0 MI) SOUTH-SOUTHWEST OF PAMPLICO, ABOUT 11.3 KM
 DD3289'(7.0 MI) EAST-NORTHEAST OF COWARD.  IS ON THE RIGHT-OF-WAY OF U.S.
 DD3289'HIGHWAY 378.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DD3289'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C. 29202,
 DD3289'TELEPHONE (803) 758-3414.
 DD3289'
 DD3289'TO REACH THE STATION FROM THEE POST OFFICE IN
 DD3289'LAKE CITY, GO NORTHEASTERLY ON U.S. HIGHWAY 378 FOR 11.4 KM (7.1 MI)
 DD3289'TO THE BRIDGE OVER THE LYNCHES RIVER, CONTINUE EASTERLY ON U.S.
 DD3289'HIGHWAY 37, FOR 1.4 KM (0.9 MI) TO THE STATION ON RIGHT.
 DD3289'
 DD3289'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3289'---021 061 1981**---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3289'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 13.2 METERS W FROM
 DD3289'APPROXIMATE CENTER OF HIGHWYY 378,  6.7 METERS SE FROM
 DD3289'APPROXIMATE CENTER OF DIRT DRIVEWAY,  2.2 METERS N FROM A TELEPHONE
 DD3289'POLE NUMBER 5, AND  2.0 METERS N FROM A METAL WITNESS POST.
 DD3289'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3289'DISK STAMPED---021 061 1981---SET INTO AN IRREGULAR MASS OF
 DD3289'CONCRETE 1.0 METERS BELOW THE SURFACE.
 DD3289'
 DD3289'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3289'DISK STAMPED---RM 1 021 061 1981---SET INTO THE TOP OF A ROUND
 DD3289'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3289'11.9 METERS W FROM APPROXIMATE CENTER OF HIGHWAY 378,  3.6
 DD3289'METERS NNW FROM APPROXIMATE CENTER OF DIRT DRIVEWAY, 12.5 METERS
 DD3289'NW FROM A TELEPHONE POLE NUMBER 5, AND 12.3 METERS NW FROM A METAL
 DD3289'WITNESS POST.
 DD3289'
 DD3289'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3289'STAMPED---AZ MK 021 061 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3289'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.9 METERS
 DD3289'ENE FROM APPROXIMATE CENTER OF HIGHWAY 378,  9.3 METERS ENE FROM
 DD3289'FROM EDGE (NORTH) OF HIGHWAY 378,  3.0 METERS SSW FROM A POWER LINE
 DD3289'POLE WITH TRANSFORMER NUMBER 563B, AND  2.6 METERS SSW FROM A METAL
 DD3289'WITNESS POST.
 DD3289'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE
 DD3289'EASTERLY ON HIGHWAY 378 FOR 0.6 KM (0.35 MI) TO STATION ON LEFT SSW
 DD3289'OF A POWER POLE WITH TRANSFORMER NUMBER 563B.
 DD3289
 DD3289                          STATION RECOVERY (1996)
 DD3289
 DD3289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3289'STATION IS LOCATED 7.2 MILES (11.6 KM) NORTHEAST OF LAKE CITY, 20.3
 DD3289'MILES (32.7 KM) SOUTH SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT,
 DD3289'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3289'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3289'378 BUSINESS (MYRTLE BEACH HIGHWAY) AND U.S.  HIGHWAY 378 (BYPASS) ,
 DD3289'1.9 MILES (3.1 KM) NORTHEAST OF LAKE CITY, GO NORTHEAST ON HIGHWAY 378
 DD3289'FOR 5.5 MILES (8.9 KM) TO THE JUNCTION OF STATE ROAD 34 (FRIENDFIELD
 DD3289'ROAD) , CONTINUE ON HIGHWAY 378 FOR 0.4 MILE (0.6 KM) TO THE STATION
 DD3289'NEAR A TELEPHONE JUNCTION BOX IN THE SOUTHWEST ANGLE OF ABANDONED DIRT
 DD3289'ROAD LEADING WEST.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 DD3289'CM) AND LEVEL WITH THE HIGHWAY, 43.4 FEET (13.2 M) WEST SOUTHWEST OF
 DD3289'THE CENTER OF THE HIGHWAY, 7.4 FEET (2.3 M) NORTH NORTHWEST OF THE
 DD3289'TELEPHONE JUNCTION BOX SUPPORT POST NUMBER 152, 23.4 FEET (7.1 M)
 DD3289'SOUTHEAST OF THE DIRT ROAD, 104.5 FEET (31.9 M) WEST OF A POWER POLE
 DD3289'563A WITH TWO GUY WIRES, 33.6 FEET (10.2 M) SOUTH SOUTHEAST OF SURVEY
 DD3289'STATION 021 061 RM 1, 6.7 FEET (2.0 M) NORTH NORTHWEST OF A WITNESS
 DD3289'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 061 AZ MK.
 DD3289'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3288 ***********************************************************************
 DD3288  DESIGNATION -  021 061 AZ MK
 DD3288  PID         -  DD3288
 DD3288  STATE/COUNTY-  SC/FLORENCE
 DD3288  USGS QUAD   -  SCRANTON (1990)
 DD3288
 DD3288                         *CURRENT SURVEY CONTROL
 DD3288  ___________________________________________________________________
 DD3288* NAD 83(2001)-  33 54 51.41310(N)    079 38 22.09094(W)     ADJUSTED  
 DD3288* NAVD 88     -        23.3    (meters)      76.     (feet)  GPS OBS   
 DD3288  ___________________________________________________________________
 DD3288  X           -     952,901.464 (meters)                     COMP
 DD3288  Y           -  -5,212,171.522 (meters)                     COMP
 DD3288  Z           -   3,538,554.792 (meters)                     COMP
 DD3288  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DD3288  ELLIP HEIGHT-          -9.45  (meters)          (03/13/03) GPS OBS
 DD3288  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DD3288
 DD3288  HORZ ORDER  -  FIRST
 DD3288  ELLP ORDER  -  FOURTH    CLASS II
 DD3288
 DD3288.The horizontal coordinates were established by GPS observations
 DD3288.and adjusted by the National Geodetic Survey in March 2003..
 DD3288
 DD3288.The orthometric height was determined by GPS observations and a
 DD3288.high-resolution geoid model.
 DD3288
 DD3288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3288
 DD3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3288
 DD3288.The ellipsoidal height was determined by GPS observations
 DD3288.and is referenced to NAD 83.
 DD3288
 DD3288.The geoid height was determined by GEOID03.
 DD3288
 DD3288;                    North         East     Units Scale Factor Converg.
 DD3288;SPC SC       -   231,596.817   735,389.962   MT  0.99980276   +0 45 15.4
 DD3288;SPC SC       -   759,832.08  2,412,696.73   iFT  0.99980276   +0 45 15.4
 DD3288;UTM  17      - 3,753,485.010   625,772.583   MT  0.99979501   +0 45 33.2
 DD3288
 DD3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3288!SPC SC       -   1.00000148  x   0.99980276  =   0.99980424
 DD3288!UTM  17      -   1.00000148  x   0.99979501  =   0.99979649
 DD3288
 DD3288:                Primary Azimuth Mark                     Grid Az
 DD3288:SPC SC       -  021 061                                  316 44 14.3
 DD3288:UTM  17      -  021 061                                  316 43 56.5
 DD3288
 DD3288|---------------------------------------------------------------------|
 DD3288| PID    Reference Object                     Distance      Geod. Az  |
 DD3288|                                                           dddmmss.s |
 DD3288| DD3289 021 061                             APPROX. 0.6 KM 3172929.7 |
 DD3288|---------------------------------------------------------------------|
 DD3288
 DD3288                          SUPERSEDED SURVEY CONTROL
 DD3288
 DD3288  NAD 83(1995)-  33 54 51.41318(N)    079 38 22.09091(W) AD(       ) 1
 DD3288  ELLIP H (12/20/99)   -9.45   (m)                       GP(       ) 4 1
 DD3288  NAD 83(1986)-  33 54 51.42315(N)    079 38 22.09488(W) AD(       ) 1
 DD3288  NAD 83(1986)-  33 54 51.42206(N)    079 38 22.09605(W) AD(       ) 2
 DD3288  NAD 27      -  33 54 50.83259(N)    079 38 22.87380(W) AD(       ) 2
 DD3288  NGVD 29 (07/19/86)   21.5    (m)           71.     (f) VERT ANG       
 DD3288
 DD3288.Superseded values are not recommended for survey control.
 DD3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3288.See file dsdata.txt to determine how the superseded data were derived.
 DD3288
 DD3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2577353485(NAD 83)
 DD3288_MARKER: DD = SURVEY DISK
 DD3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3288_SP_SET: CONCRETE POST
 DD3288_STAMPING: AZ MK 021 061 1981
 DD3288_MARK LOGO: SCGS  
 DD3288_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3288+STABILITY: SURFACE MOTION
 DD3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3288+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1996
 DD3288
 DD3288  HISTORY     - Date     Condition        Report By
 DD3288  HISTORY     - 1981     MONUMENTED       SCGS
 DD3288  HISTORY     - 19930920 GOOD             SCGS
 DD3288  HISTORY     - 19960821 GOOD             SCGS
 DD3288
 DD3288                          STATION DESCRIPTION
 DD3288
 DD3288'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3288'STATION IS LOCATED 7.0 MILES (11.3 KM) SOUTHWEST OF PAMPLICO, 7.2
 DD3288'MILES (11.6 KM) EAST NORTHEAST OF LAKE CITY. OWNERSHIP--SCDOT,
 DD3288'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3288'803-737-1350. TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY,
 DD3288'GO NORTHEAST ON U.S. HIGHWAY 378 FOR 7.1 MILES (11.4 KM) TO THE
 DD3288'BRIDGE OVER THE LYNCHES RIVER, CONTINUE ON HIGHWAY 378 FOR 1.25 MILES
 DD3288'(2.01 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE 536B WITH A
 DD3288'TRANSFORMER, 1.35 MILES (2.17 KM) NORTHWEST OF THE JUNCTION OF STATE
 DD3288'ROAD 561. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 12.9
 DD3288'METERS (42.3 FT) EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 9.3
 DD3288'METERS (30.5 FT) EAST NORTHEAST OF THE EDGE OF THE HIGHWAY, 3.0
 DD3288'METERS (9.8 FT) SOUTH SOUTHWEST OF THE POWER POLE, 2.6 METERS
 DD3288'(8.5 FT) SOUTH SOUTHWEST OF A WITNESS POST.
 DD3288
 DD3288                          STATION RECOVERY (1996)
 DD3288
 DD3288'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3288'STATION IS LOCATED 7.3 MILES (11.7 KM) NORTHEAST OF LAKE CITY, 20.7
 DD3288'MILES (33.3 KM) SOUTH SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT,
 DD3288'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3288'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3288'378 BUSINESS (MYRTLE BEACH HIGHWAY) AND U.S.  HIGHWAY 378 (BYPASS) ,
 DD3288'1.9 MILES (3.1 KM) NORTHEAST OF LAKE CITY, GO NORTHEAST ON HIGHWAY 378
 DD3288'FOR 5.5 MILES (8.9 KM) TO THE JUNCTION OF STATE ROAD 34 (FRIENDFIELD
 DD3288'ROAD) , CONTINUE ON HIGHWAY 378 FOR 0.4 MILE (0.6 KM) TO AN ABANDONED
 DD3288'DIRT ROAD LEADING WEST, CONTINUE ON HIGHWAY 378 FOR 0.35 MILE (0.56
 DD3288'KM) TO THE STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A
 DD3288'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE
 DD3288'THE HIGHWAY, 42.8 FEET (13.0 M) NORTHEAST OF THE CENTER OF THE
 DD3288'HIGHWAY, 11.9 FEET (3.6 M) SOUTH SOUTHWEST OF THE POWER POLE 563B WITH
 DD3288'A TRANSFORMER, 243.0 FEET (74.1 M) NORTHWEST OF THE WEST CORNER OF A
 DD3288'WHITE VINYL-SIDED HOUSE NUMBER 2363, 11.5 FEET (3.5 M) SOUTH SOUTHWEST
 DD3288'OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION
 DD3288'021 061.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3265 ***********************************************************************
 DD3265  DESIGNATION -  021 062
 DD3265  PID         -  DD3265
 DD3265  STATE/COUNTY-  SC/FLORENCE
 DD3265  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD3265
 DD3265                         *CURRENT SURVEY CONTROL
 DD3265  ___________________________________________________________________
 DD3265* NAD 83(2001)-  33 53 32.32086(N)    079 37 02.42899(W)     ADJUSTED  
 DD3265* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 DD3265  ___________________________________________________________________
 DD3265  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DD3265  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DD3265
 DD3265  HORZ ORDER  -  SECOND
 DD3265
 DD3265.The horizontal coordinates were established by classical geodetic methods
 DD3265.and adjusted by the National Geodetic Survey in March 2004..
 DD3265
 DD3265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3265
 DD3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3265
 DD3265.The geoid height was determined by GEOID03.
 DD3265
 DD3265;                    North         East     Units Scale Factor Converg.
 DD3265;SPC SC       -   229,187.737   737,468.345   MT  0.99980120   +0 45 59.6
 DD3265;SPC SC       -   751,928.27  2,419,515.57   iFT  0.99980120   +0 45 59.6
 DD3265;UTM  17      - 3,751,076.111   627,851.158   MT  0.99980151   +0 46 16.0
 DD3265
 DD3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3265!SPC SC       -   1.00000186  x   0.99980120  =   0.99980306
 DD3265!UTM  17      -   1.00000186  x   0.99980151  =   0.99980337
 DD3265
 DD3265:                Primary Azimuth Mark                     Grid Az
 DD3265:SPC SC       -  021 062 AZ MK                            133 48 32.2
 DD3265:UTM  17      -  021 062 AZ MK                            133 48 15.8
 DD3265
 DD3265|---------------------------------------------------------------------|
 DD3265| PID    Reference Object                     Distance      Geod. Az  |
 DD3265|                                                           dddmmss.s |
 DD3265| DD3264 021 062 AZ MK                       493.480 METERS 1343431.8 |
 DD3265| DD3688 021 062 RM 1                          8.370 METERS 31656     |
 DD3265|---------------------------------------------------------------------|
 DD3265
 DD3265                          SUPERSEDED SURVEY CONTROL
 DD3265
 DD3265  NAD 83(1986)-  33 53 32.33057(N)    079 37 02.43344(W) AD(       ) 2
 DD3265  NAD 83(1986)-  33 53 32.33283(N)    079 37 02.43442(W) AD(       ) 2
 DD3265  NAD 27      -  33 53 31.74153(N)    079 37 03.21436(W) AD(       ) 2
 DD3265  NGVD 29 (07/19/86)   21.3    (m)           70.     (f) VERT ANG       
 DD3265
 DD3265.Superseded values are not recommended for survey control.
 DD3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3265.See file dsdata.txt to determine how the superseded data were derived.
 DD3265
 DD3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2785151076(NAD 83)
 DD3265_MARKER: DD = SURVEY DISK
 DD3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3265_STAMPING: HORZ 021 062 1981
 DD3265_MARK LOGO: SCGS  
 DD3265_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3265+STABILITY: SURFACE MOTION
 DD3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3265+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996
 DD3265
 DD3265  HISTORY     - Date     Condition        Report By
 DD3265  HISTORY     - 1981     MONUMENTED       SCGS
 DD3265  HISTORY     - 19960820 GOOD             SCGS
 DD3265
 DD3265                          STATION DESCRIPTION
 DD3265
 DD3265'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3265'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHEAST OF LAKE CITY,
 DD3265'ABOUT 14.5 KM (9.0 MI) EAST-SOUTHESAT OF COWARD, ON THE RIGHT-OF-WAY
 DD3265'OF U.S. HIGHWAY 378.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DD3265'P.O. BOX 191, COLUMBIA, S.C. 29202, TELEPHONE (803) 758-3414.
 DD3265'
 DD3265'TO REACH THE STATION FROM THE POST OFFICE IN
 DD3265'LAKE CITY GO EASTERLY ON U.S.  HIGHWAY 378 FOR 11.4 KM (7.1 MI) TO
 DD3265'THE BRIDGE OVER THE LYNCHES RIVER, CONTINUE AHEAD ON U.S. HIGHWAY 378
 DD3265'FOR 3.7 KM (2.3 MI) TO A CHURCH, CEMETERY AND STATION FL 520 SCGS
 DD3265'1934 ON RIGHT, CONTINUE AHEAD ON U.S.  HIGHWAY 378 FOR 1.5 KM (0.95
 DD3265'MI) TO STATION ON RIGHT.
 DD3265'
 DD3265'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3265'---021 062 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3265'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.0 METERS W FROM
 DD3265'FROM APPROXIMATE CENTER OF HIGHWAY 378, 17.9 METERS SE FROM A POWER
 DD3265'POLE NUMBER 805,  2.3 METERS E FROM A 16 INCH PINE TREE WITH RED
 DD3265'FLAGGING, AND  1.5 METERS E FROM A METAL WITNESS POST.
 DD3265'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3265'DISK STAMPED---021 062 1981---SET IN THE TOP OF AN IRREGULAR MASS OF
 DD3265'CONCRETE 1.2 M (4.0 FT) BELOW THE GROUND SURFACE.
 DD3265'
 DD3265'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3265'DISK STAMPED---RM 1 021 062 1981---SET INTO THE TOP OF A
 DD3265'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 DD3265'LOCATED 17.1 METERS W FROM APPROXIMATE CENTER OF HIGHWAY 378,
 DD3265'10.1 METERS SE FROM A POWER POLE NUMBER 805,  8.3 METERS NW FROM A
 DD3265'METAL WITNESS POST,  7.9 METERS NW FROM A 16 INCH PINE TREE WITH RED
 DD3265'FLAGGING, AND IS LEVEL WITH THE STATION.
 DD3265'
 DD3265'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3265'STAMPED---AZ MK 021 062 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3265'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.8 METERS
 DD3265'W FROM APPROXIMATE CENTER OF HIGHWAY 378,  4.2 METERS SW FROM A
 DD3265'FENCE,  1.0 METERS SW FROM A METAL WITNESS POST, AND  1.1 METERS ENE
 DD3265'FROM A POWER LINE POLE NUMBER 800.
 DD3265'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY FOR
 DD3265'0.25 MILE FROM STATION MARK TO POINT ON RIGHT SSE OF POWER LINE POLE
 DD3265'WITH TRANSFORMER NUMBER 800.
 DD3265
 DD3265                          STATION RECOVERY (1996)
 DD3265
 DD3265'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3265'STATION IS LOCATED 10.9 MILES (17.5 KM) NORTHWEST OF JOHNSONVILLE,
 DD3265'22.7 MILES (36.5 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT,
 DD3265'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3265'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3265'378 (HANNAH) AND STATE HIGHWAY 51 (PAMPLICO HIGHWAY) , 6.0 MILES (9.7
 DD3265'KM) NORTHWEST OF JOHNSONVILLE, GO WEST ON HIGHWAY 378 FOR 4.3 MILES
 DD3265'(6.9 KM) TO THE JUNCTION OF STATE ROAD 636 (CAIN BRANCH CIRCLE) IN
 DD3265'HANNAH, CONTINUE ON HIGHWAY 378 FOR 2.3 MILES (3.7 KM) TO THE STATION
 DD3265'ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST RECESSED
 DD3265'0.1 FOOT (3.0 CM) AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 58.7 FEET (17.9
 DD3265'M) SOUTH SOUTHEAST OF THE POWER POLE 805FU22BQ, 55.5 FEET (16.9 M)
 DD3265'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 81.0 FEET (24.7 M) SOUTHEAST
 DD3265'OF THE EXTENDED CENTER OF A FIELD ACCESS ROAD LEADING NORTHEAST, 27.1
 DD3265'FEET (8.3 M) SOUTHEAST OF SURVEY STATION 021 062 RM 1, 3.6 FEET (1.1
 DD3265'M) NORTH NORTHEAST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE
 DD3265'WITH SURVEY STATION 021 062 AZ MK. RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3264 ***********************************************************************
 DD3264  DESIGNATION -  021 062 AZ MK
 DD3264  PID         -  DD3264
 DD3264  STATE/COUNTY-  SC/FLORENCE
 DD3264  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD3264
 DD3264                         *CURRENT SURVEY CONTROL
 DD3264  ___________________________________________________________________
 DD3264* NAD 83(2001)-  33 53 21.07968(N)    079 36 48.74894(W)     ADJUSTED  
 DD3264* NAVD 88     -        20.4    (meters)      67.     (feet)  GPS OBS   
 DD3264  ___________________________________________________________________
 DD3264  X           -     955,539.511 (meters)                     COMP
 DD3264  Y           -  -5,213,264.427 (meters)                     COMP
 DD3264  Z           -   3,536,243.084 (meters)                     COMP
 DD3264  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DD3264  ELLIP HEIGHT-         -12.31  (meters)          (03/13/03) GPS OBS
 DD3264  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DD3264
 DD3264  HORZ ORDER  -  FIRST
 DD3264  ELLP ORDER  -  FOURTH    CLASS II
 DD3264
 DD3264.The horizontal coordinates were established by GPS observations
 DD3264.and adjusted by the National Geodetic Survey in March 2003..
 DD3264
 DD3264.The orthometric height was determined by GPS observations and a
 DD3264.high-resolution geoid model.
 DD3264
 DD3264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3264
 DD3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3264
 DD3264.The ellipsoidal height was determined by GPS observations
 DD3264.and is referenced to NAD 83.
 DD3264
 DD3264.The geoid height was determined by GEOID03.
 DD3264
 DD3264;                    North         East     Units Scale Factor Converg.
 DD3264;SPC SC       -   228,846.190   737,824.395   MT  0.99980099   +0 46 07.1
 DD3264;SPC SC       -   750,807.71  2,420,683.71   iFT  0.99980099   +0 46 07.1
 DD3264;UTM  17      - 3,750,734.593   628,207.235   MT  0.99980263   +0 46 23.4
 DD3264
 DD3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3264!SPC SC       -   1.00000193  x   0.99980099  =   0.99980292
 DD3264!UTM  17      -   1.00000193  x   0.99980263  =   0.99980456
 DD3264
 DD3264                          SUPERSEDED SURVEY CONTROL
 DD3264
 DD3264  NAD 83(1995)-  33 53 21.07976(N)    079 36 48.74890(W) AD(       ) 1
 DD3264  ELLIP H (12/20/99)  -12.32   (m)                       GP(       ) 4 1
 DD3264  NAD 83(1986)-  33 53 21.08947(N)    079 36 48.75350(W) AD(       ) 1
 DD3264  NAD 83(1986)-  33 53 21.09101(N)    079 36 48.75271(W) AD(       ) 2
 DD3264  NAD 27      -  33 53 20.49945(N)    079 36 49.53304(W) AD(       ) 2
 DD3264  NGVD 29 (07/19/86)   20.4    (m)           67.     (f) VERT ANG       
 DD3264
 DD3264.Superseded values are not recommended for survey control.
 DD3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3264.See file dsdata.txt to determine how the superseded data were derived.
 DD3264
 DD3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2820750735(NAD 83)
 DD3264_MARKER: DD = SURVEY DISK
 DD3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3264_SP_SET: CONCRETE POST
 DD3264_STAMPING: AZ MK 021 062 1981
 DD3264_MARK LOGO: SCGS  
 DD3264_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3264+STABILITY: SURFACE MOTION
 DD3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3264+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996
 DD3264
 DD3264  HISTORY     - Date     Condition        Report By
 DD3264  HISTORY     - 1981     MONUMENTED       SCGS
 DD3264  HISTORY     - 19930920 GOOD             SCGS
 DD3264  HISTORY     - 19960820 GOOD             SCGS
 DD3264
 DD3264                          STATION DESCRIPTION
 DD3264
 DD3264'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3264'STATION IS LOCATED 7.7 MILES (12.4 KM) SOUTHWEST OF PAMPLICO, 8.0
 DD3264'MILES (12.9 KM) EAST OF LAKE CITY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3264'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3264'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD3264'HIGHWAY 378 AND STATE HIGHWAY 51 IN SALEM, 5.7 MILES (9.2 KM)
 DD3264'NORTHWEST OF JOHNSONVILLE, GO WEST ON HIGHWAY 378 FOR 4.3 MILES
 DD3264'(6.9 KM) TO THE JUNCTION OF STATE ROAD 597 IN HANNAH, CONTINUE ON
 DD3264'HIGHWAY 378 FOR 2.0 MILES (3.2 KM) TO THE STATION ON THE LEFT NEAR
 DD3264'POWER POLE NUMBER 800, 0.9 MILE (1.4 KM) SOUTHEAST OF THE JUNCTION OF
 DD3264'STATE ROAD 561. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 DD3264'11.8 METERS (38.7 FT) WEST OF THE CENTER OF THE HIGHWAY, 4.2 METERS
 DD3264'(13.8 FT) SOUTHWEST OF A FENCE, 1.0 METER (3.3 FT) SOUTHWEST OF A
 DD3264'WITNESS POST, 1.1 METERS (3.6 FT) EAST NORTHEAST OF THE POWER POLE.
 DD3264
 DD3264                          STATION RECOVERY (1996)
 DD3264
 DD3264'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3264'STATION IS LOCATED 7.7 MILES (12.4 KM) SOUTHWEST OF PAMPLICO, 22.8
 DD3264'MILES (36.7 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3264'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3264'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3264'378 (HANNAH) AND STATE HIGHWAY 51 (PAMPLICO HIGHWAY) , 6.0 MILES (9.7
 DD3264'KM) NORTHWEST OF JOHNSONVILLE, GO WEST ON HIGHWAY 378 FOR 4.3 MILES
 DD3264'(6.9 KM) TO THE JUNCTION OF STATE ROAD 636 (CAIN BRANCH CIRCLE) IN
 DD3264'HANNAH, CONTINUE ON HIGHWAY 378 FOR 1.95 MILES (3.14 KM) TO THE
 DD3264'STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 DD3264'RECESSED 0.3 FOOT (9.1 CM) AND 3.5 FEET (1.1 M) BELOW THE HIGHWAY,
 DD3264'38.5 FEET (11.7 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.6 FEET
 DD3264'(1.1 M) SOUTH OF THE POWER POLE 800FU09BQ, 174.8 FEET (53.3 M) SOUTH
 DD3264'SOUTHWEST OF THE SOUTH CORNER OF THE FRONT STEPS TO A VINYL-SIDED
 DD3264'HOUSE, 13.8 FEET (4.2 M) NORTHEAST OF THE FENCE LINE, 14.2 FEET (4.3
 DD3264'M) NORTH NORTHEAST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE
 DD3264'WITH SURVEY STATION 021 062.  RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3295 ***********************************************************************
 DD3295  DESIGNATION -  021 063
 DD3295  PID         -  DD3295
 DD3295  STATE/COUNTY-  SC/FLORENCE
 DD3295  USGS QUAD   -  SCRANTON (1990)
 DD3295
 DD3295                         *CURRENT SURVEY CONTROL
 DD3295  ___________________________________________________________________
 DD3295* NAD 83(2001)-  33 57 48.08311(N)    079 43 21.71737(W)     ADJUSTED  
 DD3295* NAVD 88     -        23.506  (meters)      77.12   (feet)  ADJUSTED  
 DD3295  ___________________________________________________________________
 DD3295  X           -     944,786.939 (meters)                     COMP
 DD3295  Y           -  -5,210,560.153 (meters)                     COMP
 DD3295  Z           -   3,543,071.057 (meters)                     COMP
 DD3295  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 DD3295  ELLIP HEIGHT-          -9.11  (meters)          (03/13/03) GPS OBS
 DD3295  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DD3295  DYNAMIC HT  -          23.483 (meters)      77.04  (feet)  COMP
 DD3295  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 DD3295
 DD3295  HORZ ORDER  -  FIRST
 DD3295  VERT ORDER  -  FIRST     CLASS II
 DD3295  ELLP ORDER  -  FOURTH    CLASS II
 DD3295
 DD3295.The horizontal coordinates were established by GPS observations
 DD3295.and adjusted by the National Geodetic Survey in March 2003..
 DD3295
 DD3295.The orthometric height was determined by differential leveling
 DD3295.and adjusted by the National Geodetic Survey in June 1994..
 DD3295
 DD3295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3295
 DD3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3295
 DD3295.The ellipsoidal height was determined by GPS observations
 DD3295.and is referenced to NAD 83.
 DD3295
 DD3295.The geoid height was determined by GEOID03.
 DD3295
 DD3295.The dynamic height is computed by dividing the NAVD 88
 DD3295.geopotential number by the normal gravity value computed on the
 DD3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3295.degrees latitude (g = 980.6199 gals.).
 DD3295
 DD3295.The modeled gravity was interpolated from observed gravity values.
 DD3295
 DD3295;                    North         East     Units Scale Factor Converg.
 DD3295;SPC SC       -   236,940.596   727,627.984   MT  0.99980677   +0 42 29.3
 DD3295;SPC SC       -   777,364.16  2,387,230.92   iFT  0.99980677   +0 42 29.3
 DD3295;UTM  17      - 3,758,827.964   618,010.283   MT  0.99977168   +0 42 49.2
 DD3295
 DD3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3295!SPC SC       -   1.00000143  x   0.99980677  =   0.99980820
 DD3295!UTM  17      -   1.00000143  x   0.99977168  =   0.99977311
 DD3295
 DD3295:                Primary Azimuth Mark                     Grid Az
 DD3295:SPC SC       -  021 063 AZ MK                            158 17 19.1
 DD3295:UTM  17      -  021 063 AZ MK                            158 16 59.2
 DD3295
 DD3295|---------------------------------------------------------------------|
 DD3295| PID    Reference Object                     Distance      Geod. Az  |
 DD3295|                                                           dddmmss.s |
 DD3295| DD3294 021 063 AZ MK                       APPROX. 0.5 KM 1585948.4 |
 DD3295| DD3689 021 063 RM 1                          9.515 METERS 16117     |
 DD3295|---------------------------------------------------------------------|
 DD3295
 DD3295                          SUPERSEDED SURVEY CONTROL
 DD3295
 DD3295  NAD 83(1995)-  33 57 48.08319(N)    079 43 21.71736(W) AD(       ) 1
 DD3295  ELLIP H (12/20/99)   -9.11   (m)                       GP(       ) 4 1
 DD3295  NAD 83(1986)-  33 57 48.09395(N)    079 43 21.71866(W) AD(       ) 1
 DD3295  NAD 83(1986)-  33 57 48.09139(N)    079 43 21.72270(W) AD(       ) 2
 DD3295  NAD 27      -  33 57 47.50852(N)    079 43 22.48540(W) AD(       ) 2
 DD3295  NGVD 29 (07/19/86)   24.5    (m)           80.     (f) VERT ANG       
 DD3295
 DD3295.Superseded values are not recommended for survey control.
 DD3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3295.See file dsdata.txt to determine how the superseded data were derived.
 DD3295
 DD3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1801058828(NAD 83)
 DD3295_MARKER: DD = SURVEY DISK
 DD3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3295_SP_SET: CONCRETE POST
 DD3295_STAMPING: HORZ 021 063 1981
 DD3295_MARK LOGO: SCGS  
 DD3295_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3295+STABILITY: SURFACE MOTION
 DD3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3295+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1993
 DD3295
 DD3295  HISTORY     - Date     Condition        Report By
 DD3295  HISTORY     - 1981     MONUMENTED       SCGS
 DD3295  HISTORY     - 1981     GOOD             SCGS
 DD3295  HISTORY     - 19931007 GOOD             SCGS
 DD3295  HISTORY     - 19960925 GOOD             SCGS
 DD3295
 DD3295                          STATION DESCRIPTION
 DD3295
 DD3295'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3295'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTH OF LAKE CITY,
 DD3295'ABOUT 2.4 KM (1.5 MI) EAST-SOUTHEAST OF COWARD, IS ON THE
 DD3295'RIGHT-OF-WAY OF HIGHWAY S-21-802.  FOR INFORMATION CONTACT--  MR.
 DD3295'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3295'S.C. 29202, TELEPHONE (803) 758-3414.
 DD3295'
 DD3295'TO REACH THE STATION FROM THE POST OFFICE IN COWARD, GO EAST
 DD3295'ON HIGHWAY S-21-46 FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF HIGHWAY
 DD3295'S-21-802, TURN RIGHT, GO SOUTH ON HIGHWAY S-21-802 FOR 0.2 KM (0.1
 DD3295'MI) TO STATION ON RIGHT.
 DD3295'
 DD3295'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3295'---021 063 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3295'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.9 METERS N FROM METAL
 DD3295'WITNESS POST,  7.6 METERS W FROM CENTER OF COUNTY ROAD S-21-802, AND
 DD3295'22.1 METERS NNE FROM POWER LINE POLE.
 DD3295'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3295'DISK STAMPED---021 063 1981---SET INTO AN IRREGULAR MASS OF
 DD3295'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3295'
 DD3295'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3295'DISK STAMPED---RM 1 021 063 1981---SET INTO THE TOP OF A ROUND
 DD3295'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3295'12.5 METERS NNE FROM POWER LINE POLE,  8.7 METERS S FROM METAL
 DD3295'WITNESS POST,  7.8 METERS W FROM CENTER OF COUNTY ROAD S-21-802, AND
 DD3295'IS LEVEL WITH THE STATION.
 DD3295'
 DD3295'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3295'STAMPED---AZ MK 021 063 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3295'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.6 METERS
 DD3295'WNW FROM METAL WITNESS POST,  6.7 METERS E FROM CENTER OF COUNTY ROAD
 DD3295'S-21-802, AND  3.6 METERS S FROM CENTER OF A DRIVEWAY.
 DD3295'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD3295'GO 0.6 KM (0.35 MI) ON S-21-802 IN A SOUTHERLY DIRECTION TO THE
 DD3295'AZIMUTH ON THE LEFT.
 DD3295
 DD3295                          STATION RECOVERY (1981)
 DD3295
 DD3295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 DD3295'RECOVERED IN GOOD CONDITION.
 DD3295
 DD3295                          STATION RECOVERY (1993)
 DD3295
 DD3295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3295'STATION IS LOCATED 1.6 MILES (2.6 KM) EAST OF COWARD.
 DD3295'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3295'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3295'JUNCTION OF U.S. HIGHWAY 52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE
 DD3295'ROAD 46 (FRIENDFIELD ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 0.65
 DD3295'MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 646 (NEW-COWARD ROAD),
 DD3295'CONTINUE ON ROAD 46 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE
 DD3295'ROAD 802 (UNION-SCHOOL ROAD), TURN RIGHT ON ROAD 802 FOR 0.15 MILE
 DD3295'(0.24 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A
 DD3295'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE
 DD3295'THE ROAD, 24.2 FEET (7.4 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 DD3295'31.0 FEET (9.4 M) NORTH NORTHWEST OF SURVEY STATION 021 063 RM 1,
 DD3295'72.1 FEET (22.0 M) NORTH NORTHWEST OF THE POWER POLE WITH A SCGS
 DD3295'REFERENCE WASHER ATTACHED, 1.7 FEET (0.5 M) SOUTH SOUTHEAST OF A
 DD3295'WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021
 DD3295'063 AZ MK. RECOVERED BY T. HALL.
 DD3295
 DD3295                          STATION RECOVERY (1996)
 DD3295
 DD3295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3295'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3294 ***********************************************************************
 DD3294  DESIGNATION -  021 063 AZ MK
 DD3294  PID         -  DD3294
 DD3294  STATE/COUNTY-  SC/FLORENCE
 DD3294  USGS QUAD   -  SCRANTON (1990)
 DD3294
 DD3294                         *CURRENT SURVEY CONTROL
 DD3294  ___________________________________________________________________
 DD3294* NAD 83(2001)-  33 57 31.57160(N)    079 43 14.10987(W)     ADJUSTED  
 DD3294* NAVD 88     -        22.713  (meters)      74.52   (feet)  ADJUSTED  
 DD3294  ___________________________________________________________________
 DD3294  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DD3294  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DD3294  DYNAMIC HT  -          22.691 (meters)      74.45  (feet)  COMP
 DD3294  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 DD3294
 DD3294  HORZ ORDER  -  SECOND
 DD3294  VERT ORDER  -  FIRST     CLASS II
 DD3294
 DD3294.The horizontal coordinates were established by classical geodetic methods
 DD3294.and adjusted by the National Geodetic Survey in March 2004..
 DD3294
 DD3294.The orthometric height was determined by differential leveling
 DD3294.and adjusted by the National Geodetic Survey in June 1994..
 DD3294
 DD3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3294
 DD3294.The geoid height was determined by GEOID03.
 DD3294
 DD3294.The dynamic height is computed by dividing the NAVD 88
 DD3294.geopotential number by the normal gravity value computed on the
 DD3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3294.degrees latitude (g = 980.6199 gals.).
 DD3294
 DD3294.The modeled gravity was interpolated from observed gravity values.
 DD3294
 DD3294;                    North         East     Units Scale Factor Converg.
 DD3294;SPC SC       -   236,434.403   727,829.539   MT  0.99980637   +0 42 33.5
 DD3294;SPC SC       -   775,703.42  2,387,892.19   iFT  0.99980637   +0 42 33.5
 DD3294;UTM  17      - 3,758,321.808   618,211.879   MT  0.99977226   +0 42 53.1
 DD3294
 DD3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3294!SPC SC       -   1.00000155  x   0.99980637  =   0.99980792
 DD3294!UTM  17      -   1.00000155  x   0.99977226  =   0.99977381
 DD3294
 DD3294                          SUPERSEDED SURVEY CONTROL
 DD3294
 DD3294  NAD 83(1986)-  33 57 31.58240(N)    079 43 14.11124(W) AD(       ) 2
 DD3294  NAD 83(1986)-  33 57 31.57982(N)    079 43 14.11542(W) AD(       ) 2
 DD3294  NAD 27      -  33 57 30.99657(N)    079 43 14.87829(W) AD(       ) 2
 DD3294  NAVD 88 (06/01/98)   22.71   (m)           74.5    (f) LEVELING    3  
 DD3294  NGVD 29 (07/19/86)   23.5    (m)           77.     (f) VERT ANG       
 DD3294
 DD3294.Superseded values are not recommended for survey control.
 DD3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3294.See file dsdata.txt to determine how the superseded data were derived.
 DD3294
 DD3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1821258322(NAD 83)
 DD3294_MARKER: DD = SURVEY DISK
 DD3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3294_SP_SET: CONCRETE POST
 DD3294_STAMPING: AZ MK 021 063 1981
 DD3294_MARK LOGO: SCGS  
 DD3294_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3294+STABILITY: SURFACE MOTION
 DD3294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3294+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1993
 DD3294
 DD3294  HISTORY     - Date     Condition        Report By
 DD3294  HISTORY     - 1981     MONUMENTED       SCGS
 DD3294  HISTORY     - 19931007 GOOD             SCGS
 DD3294  HISTORY     - 19960905 GOOD             SCGS
 DD3294
 DD3294                          STATION DESCRIPTION
 DD3294
 DD3294'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3294'STATION IS LOCATED 1.85 MILES (2.98 KM) EAST OF COWARD.
 DD3294'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3294'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3294'JUNCTION OF U.S. HIGHWAY 52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE
 DD3294'ROAD 46 (FRIENDFIELD ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 0.65
 DD3294'MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 646 (NEW-COWARD ROAD),
 DD3294'CONTINUE ON ROAD 46 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE
 DD3294'ROAD 802 (UNION-SCHOOL ROAD), TURN RIGHT ON ROAD 802 FOR 0.5 MILE
 DD3294'(0.8 KM) TO THE STATION IN THE SOUTHEAST ANGLE OF A DRIVEWAY LEFT
 DD3294'LEADING TO AN OLD WOODEN HOUSE. STATION IS A CONCRETE POST RECESSED
 DD3294'0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 20.2 FEET (6.2 M) EAST
 DD3294'NORTHEAST OF THE CENTER OF THE ROAD, 11.8 FEET (3.6 M) WEST OF THE
 DD3294'SOUTH END OF A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY,
 DD3294'110.5 FEET (33.7 M) WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DD3294'FRONT PORCH OF THE HOUSE, 87.5 FEET (26.7 M) WEST OF A SECURITY LIGHT
 DD3294'POLE, 9.9 FEET (3.0 M) SOUTH OF THE CENTER OF THE DRIVEWAY.
 DD3294'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 063. RECOVERED
 DD3294'BY T. HALL.
 DD3294
 DD3294                          STATION RECOVERY (1996)
 DD3294
 DD3294'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3294'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3689 ***********************************************************************
 DD3689  DESIGNATION -  021 063 RM 1
 DD3689  PID         -  DD3689
 DD3689  STATE/COUNTY-  SC/FLORENCE
 DD3689  USGS QUAD   -  SCRANTON (1990)
 DD3689
 DD3689                         *CURRENT SURVEY CONTROL
 DD3689  ___________________________________________________________________
 DD3689* NAD 83(1986)-  33 57 48.     (N)    079 43 21.     (W)     SCALED    
 DD3689* NAVD 88     -        23.579  (meters)      77.36   (feet)  ADJUSTED  
 DD3689  ___________________________________________________________________
 DD3689  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DD3689  DYNAMIC HT  -          23.556 (meters)      77.28  (feet)  COMP
 DD3689  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 DD3689
 DD3689  VERT ORDER  -  FIRST     CLASS II
 DD3689
 DD3689.The horizontal coordinates were scaled from a topographic map and have
 DD3689.an estimated accuracy of +/- 6 seconds.
 DD3689
 DD3689.The orthometric height was determined by differential leveling
 DD3689.and adjusted by the National Geodetic Survey in June 1994..
 DD3689
 DD3689.The geoid height was determined by GEOID03.
 DD3689
 DD3689.The dynamic height is computed by dividing the NAVD 88
 DD3689.geopotential number by the normal gravity value computed on the
 DD3689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3689.degrees latitude (g = 980.6199 gals.).
 DD3689
 DD3689.The modeled gravity was interpolated from observed gravity values.
 DD3689
 DD3689;                    North         East    Units  Estimated Accuracy
 DD3689;SPC SC       -   236,940.      727,650.      MT  (+/- 180 meters Scaled)
 DD3689
 DD3689                          SUPERSEDED SURVEY CONTROL
 DD3689
 DD3689.No superseded survey control is available for this station.
 DD3689
 DD3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT180588(NAD 83)
 DD3689_MARKER: DD = SURVEY DISK
 DD3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3689_SP_SET: CONCRETE POST
 DD3689_STAMPING: RM 1 021 063 1981
 DD3689_MARK LOGO: SCGS  
 DD3689_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3689+STABILITY: SURFACE MOTION
 DD3689
 DD3689  HISTORY     - Date     Condition        Report By
 DD3689  HISTORY     - 1981     MONUMENTED       SCGS
 DD3689  HISTORY     - 19931007 GOOD             SCGS
 DD3689
 DD3689                          STATION DESCRIPTION
 DD3689
 DD3689'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3689'STATION IS LOCATED 1.6 MILES (2.6 KM) EAST OF COWARD.
 DD3689'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3689'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3689'JUNCTION OF U.S. HIGHWAY 52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE
 DD3689'ROAD 46 (FRIENDFIELD ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 0.65
 DD3689'MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 646 (NEW-COWARD ROAD),
 DD3689'CONTINUE ON ROAD 46 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE
 DD3689'ROAD 802 (UNION-SCHOOL ROAD), TURN RIGHT ON ROAD 802 FOR 0.15 MILE
 DD3689'(0.24 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A
 DD3689'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE
 DD3689'THE ROAD, 24.7 FEET (7.5 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 DD3689'31.0 FEET (9.4 M) SOUTH SOUTHEAST OF SURVEY STATION 021 063, 40.9
 DD3689'FEET (12.5 M) NORTH NORTHWEST OF THE POWER POLE WITH A SCGS REFERENCE
 DD3689'WASHER ATTACHED, 1.7 FEET (0.5 M) SOUTH SOUTHEAST OF A WITNESS POST.
 DD3689'NOTE-CONCRETE POST IS CHIPPED BUT SOLID. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3274 ***********************************************************************
 DD3274  DESIGNATION -  021 064
 DD3274  PID         -  DD3274
 DD3274  STATE/COUNTY-  SC/FLORENCE
 DD3274  USGS QUAD   -  LAKE CITY EAST (1990)
 DD3274
 DD3274                         *CURRENT SURVEY CONTROL
 DD3274  ___________________________________________________________________
 DD3274* NAD 83(2001)-  33 50 26.16173(N)    079 39 34.75736(W)     ADJUSTED  
 DD3274* NAVD 88     -        21.1    (meters)      69.     (feet)  GPS OBS   
 DD3274  ___________________________________________________________________
 DD3274  X           -     951,882.558 (meters)                     COMP
 DD3274  Y           -  -5,216,986.739 (meters)                     COMP
 DD3274  Z           -   3,531,768.351 (meters)                     COMP
 DD3274  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 DD3274  ELLIP HEIGHT-         -11.63  (meters)          (03/13/03) GPS OBS
 DD3274  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DD3274
 DD3274  HORZ ORDER  -  FIRST
 DD3274  ELLP ORDER  -  FOURTH    CLASS II
 DD3274
 DD3274.The horizontal coordinates were established by GPS observations
 DD3274.and adjusted by the National Geodetic Survey in March 2003..
 DD3274
 DD3274.The orthometric height was determined by GPS observations and a
 DD3274.high-resolution geoid model.
 DD3274
 DD3274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3274
 DD3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3274
 DD3274.The ellipsoidal height was determined by GPS observations
 DD3274.and is referenced to NAD 83.
 DD3274
 DD3274.The geoid height was determined by GEOID03.
 DD3274
 DD3274;                    North         East     Units Scale Factor Converg.
 DD3274;SPC SC       -   223,402.048   733,629.791   MT  0.99979810   +0 44 35.1
 DD3274;SPC SC       -   732,946.35  2,406,921.89   iFT  0.99979810   +0 44 35.1
 DD3274;UTM  17      - 3,745,290.179   624,013.023   MT  0.99978959   +0 44 47.4
 DD3274
 DD3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3274!SPC SC       -   1.00000183  x   0.99979810  =   0.99979993
 DD3274!UTM  17      -   1.00000183  x   0.99978959  =   0.99979142
 DD3274
 DD3274|---------------------------------------------------------------------|
 DD3274| PID    Reference Object                     Distance      Geod. Az  |
 DD3274|                                                           dddmmss.s |
 DD3274| DD3690 021 064 RM 1                         14.409 METERS 05916     |
 DD3274| DD3275 021 064 RM 2                        162.046 METERS 21002     |
 DD3274|---------------------------------------------------------------------|
 DD3274
 DD3274                          SUPERSEDED SURVEY CONTROL
 DD3274
 DD3274  NAD 83(1995)-  33 50 26.16181(N)    079 39 34.75735(W) AD(       ) 1
 DD3274  ELLIP H (12/20/99)  -11.64   (m)                       GP(       ) 4 1
 DD3274  NAD 83(1986)-  33 50 26.17089(N)    079 39 34.76102(W) AD(       ) 1
 DD3274  NAD 83(1986)-  33 50 26.17146(N)    079 39 34.76280(W) AD(       ) 2
 DD3274  NAD 27      -  33 50 25.58293(N)    079 39 35.52988(W) AD(       ) 2
 DD3274  NGVD 29 (07/19/86)   21.9    (m)           72.     (f) VERT ANG       
 DD3274
 DD3274.Superseded values are not recommended for survey control.
 DD3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3274.See file dsdata.txt to determine how the superseded data were derived.
 DD3274
 DD3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2401345290(NAD 83)
 DD3274_MARKER: DD = SURVEY DISK
 DD3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3274_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3274_STAMPING: HORZ 021 064 1981
 DD3274_MARK LOGO: SCGS  
 DD3274_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3274+STABILITY: SURFACE MOTION
 DD3274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3274+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 DD3274
 DD3274  HISTORY     - Date     Condition        Report By
 DD3274  HISTORY     - 1981     MONUMENTED       SCGS
 DD3274  HISTORY     - 19960924 GOOD             SCGS
 DD3274
 DD3274                          STATION DESCRIPTION
 DD3274
 DD3274'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3274'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTHWEST OF
 DD3274'JOHNSONVILLE, 18.8 KM (11.7 MI) SOUTH OF PAMPLICO, AND 9.2 KM (5.7
 DD3274'MI) EAST OF LAKE CITY.  STATION IS IN THE YARD OF THE BETHEL CHURCH.
 DD3274'
 DD3274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 AND STATE
 DD3274'HIGHWAY 341 IN LAKE CITY, GO EASTERLY ON STATE HIGHWAY 341 FOR 10.8
 DD3274'KM (6.7 MI) TO A CROSSROAD, TURN LEFT AND GO 0.2 KM (0.1 MI) TO THE
 DD3274'STATION IN CHURCH YARD.
 DD3274'
 DD3274'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3274'---021 064 1981**---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3274'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 15.7 METERS S FROM THE
 DD3274'THE SOUTHEAST OF THE CHURCH ANEX, 14.2 METERS W FROM THE THE METAL
 DD3274'WITNESS POST, 30.5 METERS E FROM THE THE CENTER OF THE PAVED ROAD,
 DD3274'26.2 METERS SW FROM THE THE CENTER OF A DIRT ROAD, AND 20.4 METERS SE
 DD3274'FROM THE THE SOUTHWEST CORNER OF THE CHURCH.
 DD3274'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3274'DISK STAMPED---021 064 1981---SET INTO AN IRREGULAR MASS OF
 DD3274'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD3274'
 DD3274'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3274'DISK STAMPED---021 064 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3274'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3274'1.5 METERS N FROM THE METAL WITNESS POST, 18.1 METERS SE FROM THE THE
 DD3274'SOUTHEAST CORNER OF THE CHURCH ANEX, 32.9 METERS SE FROM THE THE
 DD3274'SOUTHWEST CORNER OF THE CHURCH, 43.8 METERS WNW FROM THE THE PAVED
 DD3274'ROAD, AND IS LEVEL WITH THE STATION.
 DD3274'
 DD3274'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3274'DISK STAMPED---021 064 RM 2 1981**---SET INTO THE TOP OF A ROUND
 DD3274'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3274'0.7 METERS WNW FROM METAL WITNESS OOST,  5.8 METERS NW FROM THE POWER
 DD3274'LINE POLE, 11.7 METERS NE FROM THE THE CENTER OF STATE HIGHWAY 41,
 DD3274'AND 35.4 METERS NW FROM THE THE CENTER OF A DIRT ROAD.
 DD3274'
 DD3274'TO REACH THE AZIMUTH MARK (RM 2) GO TO CROSS ROADS, GO SOUTHERLY
 DD3274'ON DIRT ROAD FOR 0.2 KM
 DD3274'(0.1 MI) TO HIGHWAY 341 TURN RIGHT MARK ON RIGHT APPROX. 100 FT.
 DD3274
 DD3274                          STATION RECOVERY (1996)
 DD3274
 DD3274'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3274'STATION IS LOCATED 5.9 MILES (9.5 KM) SOUTHEAST OF LAKE CITY, 25.2
 DD3274'MILES (40.6 KM) SOUTH SOUTHEAST OF FLORENCE.  OWNERSHIP--BETHEL A.M.E.
 DD3274'METHODIST CHURCH.  TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 DD3274'U.S.  HIGHWAY 378 (CHURCH STREET) AND STATE HIGHWAY 341 (MAIN STREET)
 DD3274'IN LAKE CITY, GO SOUTHEAST ON HIGHWAY 341 FOR 6.85 MILES (11.02 KM) TO
 DD3274'THE JUNCTION OF A SAND ROAD (BETHEA ROAD) , TURN LEFT ON THE SAND ROAD
 DD3274'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN
 DD3274'THE YARD OF THE BETHEL A.M.E.  METHODIST CHURCH IN THE NORTH ANGLE OF
 DD3274'A PAVED ROAD (CAMMERONTOWN ROAD) . STATION IS A CONCRETE POST FLUSH
 DD3274'WITH THE GROUND AND LEVEL WITH THE ROAD, 101.1 FEET (30.8 M) NORTHEAST
 DD3274'OF THE CENTER OF CAMERONTOWN ROAD, 19.8 FEET (6.0 M) WEST OF THE POWER
 DD3274'POLE WITH A SECURITY LIGHT, 11.4 FEET (3.5 M) SOUTH SOUTHEAST OF THE
 DD3274'SOUTH CORNER OF THE SOUTHEAST WING OF THE CONCRETE BLOCK CHURCH, 47.5
 DD3274'FEET (14.5 M) WEST SOUTHWEST OF SURVEY STATION 021 064 RM 1.
 DD3274'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 064 RM 2.
 DD3274'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3275 ***********************************************************************
 DD3275  DESIGNATION -  021 064 RM 2
 DD3275  PID         -  DD3275
 DD3275  STATE/COUNTY-  SC/FLORENCE
 DD3275  USGS QUAD   -  LAKE CITY EAST (1990)
 DD3275
 DD3275                         *CURRENT SURVEY CONTROL
 DD3275  ___________________________________________________________________
 DD3275* NAD 83(2001)-  33 50 21.60815(N)    079 39 37.91115(W)     ADJUSTED  
 DD3275* NAVD 88     -        21.1    (meters)      69.     (feet)  VERTCON   
 DD3275  ___________________________________________________________________
 DD3275  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DD3275  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DD3275
 DD3275  HORZ ORDER  -  SECOND
 DD3275
 DD3275.The horizontal coordinates were established by classical geodetic methods
 DD3275.and adjusted by the National Geodetic Survey in March 2004..
 DD3275
 DD3275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3275
 DD3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3275
 DD3275.The geoid height was determined by GEOID03.
 DD3275
 DD3275;                    North         East     Units Scale Factor Converg.
 DD3275;SPC SC       -   223,260.737   733,550.547   MT  0.99979804   +0 44 33.4
 DD3275;SPC SC       -   732,482.73  2,406,661.90   iFT  0.99979804   +0 44 33.4
 DD3275;UTM  17      - 3,745,148.864   623,933.788   MT  0.99978935   +0 44 45.6
 DD3275
 DD3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3275!SPC SC       -   1.00000183  x   0.99979804  =   0.99979987
 DD3275!UTM  17      -   1.00000183  x   0.99978935  =   0.99979118
 DD3275
 DD3275                          SUPERSEDED SURVEY CONTROL
 DD3275
 DD3275  NAD 83(1986)-  33 50 21.61735(N)    079 39 37.91488(W) AD(       ) 2
 DD3275  NAD 83(1986)-  33 50 21.61789(N)    079 39 37.91655(W) AD(       ) 2
 DD3275  NAD 27      -  33 50 21.02934(N)    079 39 38.68373(W) AD(       ) 2
 DD3275  NGVD 29 (07/19/86)   21.4    (m)           70.     (f) VERT ANG       
 DD3275
 DD3275.Superseded values are not recommended for survey control.
 DD3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3275.See file dsdata.txt to determine how the superseded data were derived.
 DD3275
 DD3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2393445149(NAD 83)
 DD3275_MARKER: DD = SURVEY DISK
 DD3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3275_SP_SET: CONCRETE POST
 DD3275_STAMPING: 021 064 RM 2 1981
 DD3275_MARK LOGO: SCGS  
 DD3275_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3275+STABILITY: SURFACE MOTION
 DD3275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3275+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 DD3275
 DD3275  HISTORY     - Date     Condition        Report By
 DD3275  HISTORY     - 1981     MONUMENTED       SCGS
 DD3275  HISTORY     - 19930920 GOOD             SCGS
 DD3275  HISTORY     - 19960925 GOOD             SCGS
 DD3275
 DD3275                          STATION DESCRIPTION
 DD3275
 DD3275'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3275'STATION IS LOCATED 5.8 MILES (9.3 KM) EAST SOUTHEAST OF LAKE CITY,
 DD3275'12.2 MILES (19.6 KM) WEST OF JOHNSONVILLE. OWNERSHIP--SCDOT, DIRECTOR
 DD3275'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3275'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3275'52, 378 BUSINESS AND STATE HIGHWAY 341 IN LAKE CITY, GO EAST
 DD3275'SOUTHEAST ON HIGHWAY 341 FOR 7.25 MILES (11.67 KM) TO THE STATION ON
 DD3275'THE LEFT NEAR A POWER POLE, 0.35 MILE (0.56 KM) WEST NORTHWEST OF THE
 DD3275'JUNCTION OF STATE ROAD 887. STATION IS A CONCRETE POST FLUSH WITH THE
 DD3275'GROUND, 0.7 METER (2.3 FT) WEST NORTHWEST OF A WITNESS POST, 5.8
 DD3275'METERS (19.0 FT) NORTHWEST OF THE POWER POLE, 11.7 METERS (38.4 FT)
 DD3275'NORTHEAST OF THE CENTER OF THE HIGHWAY, 35.4 METERS (116.1 FT)
 DD3275'NORTHWEST OF THE CENTER OF A DIRT ROAD.
 DD3275
 DD3275                          STATION RECOVERY (1996)
 DD3275
 DD3275'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3275'STATION IS LOCATED 5.9 MILES (9.5 KM) SOUTHEAST OF LAKE CITY, 25.4
 DD3275'MILES (40.9 KM) SOUTH SOUTHEAST OF FLORENCE.  OWNERSHIP--BETHEL A.M.E.
 DD3275'METHODIST CHURCH.  TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 DD3275'U.S.  HIGHWAY 378 (CHURCH STREET) AND STATE HIGHWAY 341 (MAIN STREET)
 DD3275'IN LAKE CITY, GO SOUTHEAST ON HIGHWAY 341 FOR 6.85 MILES (11.02 KM) TO
 DD3275'THE STATION ON THE LEFT NEAR A POWER POLE, 0.35 MILE (0.56 KM) WEST
 DD3275'NORTHWEST OF THE JUNCTION OF STATE ROAD 887 (CAMERONTOWN ROAD) .
 DD3275'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT
 DD3275'(15.2 CM) BELOW THE HIGHWAY, 114.5 FEET (34.9 M) NORTHWEST OF THE
 DD3275'CENTER OF A DIRT ROAD (BETHEA ROAD) , 37.5 FEET (11.4 M) NORTHEAST OF
 DD3275'THE CENTER OF THE HIGHWAY, 19.0 FEET (5.8 M) NORTHWEST OF THE POWER
 DD3275'POLE NUMBER 15, 2.5 FEET (0.8 M) SOUTH OF A WITNESS POST.
 DD3275'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 064.  RECOVERED
 DD3275'BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3299 ***********************************************************************
 DD3299  DESIGNATION -  021 065
 DD3299  PID         -  DD3299
 DD3299  STATE/COUNTY-  SC/FLORENCE
 DD3299  USGS QUAD   -  SCRANTON (1990)
 DD3299
 DD3299                         *CURRENT SURVEY CONTROL
 DD3299  ___________________________________________________________________
 DD3299* NAD 83(2001)-  33 57 15.35360(N)    079 44 52.04715(W)     ADJUSTED  
 DD3299* NAVD 88     -        26.384  (meters)      86.56   (feet)  ADJUSTED  
 DD3299  ___________________________________________________________________
 DD3299  X           -     942,605.672 (meters)                     COMP
 DD3299  Y           -  -5,211,530.109 (meters)                     COMP
 DD3299  Z           -   3,542,236.243 (meters)                     COMP
 DD3299  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 DD3299  ELLIP HEIGHT-          -6.19  (meters)          (03/13/03) GPS OBS
 DD3299  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DD3299  DYNAMIC HT  -          26.358 (meters)      86.48  (feet)  COMP
 DD3299  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 DD3299
 DD3299  HORZ ORDER  -  FIRST
 DD3299  VERT ORDER  -  FIRST     CLASS II
 DD3299  ELLP ORDER  -  FOURTH    CLASS II
 DD3299
 DD3299.The horizontal coordinates were established by GPS observations
 DD3299.and adjusted by the National Geodetic Survey in March 2003..
 DD3299
 DD3299.The orthometric height was determined by differential leveling
 DD3299.and adjusted by the National Geodetic Survey in June 1994..
 DD3299
 DD3299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3299
 DD3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3299
 DD3299.The ellipsoidal height was determined by GPS observations
 DD3299.and is referenced to NAD 83.
 DD3299
 DD3299.The geoid height was determined by GEOID03.
 DD3299
 DD3299.The dynamic height is computed by dividing the NAVD 88
 DD3299.geopotential number by the normal gravity value computed on the
 DD3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3299.degrees latitude (g = 980.6199 gals.).
 DD3299
 DD3299.The modeled gravity was interpolated from observed gravity values.
 DD3299
 DD3299;                    North         East     Units Scale Factor Converg.
 DD3299;SPC SC       -   235,904.043   725,321.745   MT  0.99980597   +0 41 39.2
 DD3299;SPC SC       -   773,963.40  2,379,664.52   iFT  0.99980597   +0 41 39.2
 DD3299;UTM  17      - 3,757,791.234   615,704.229   MT  0.99976503   +0 41 58.1
 DD3299
 DD3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3299!SPC SC       -   1.00000097  x   0.99980597  =   0.99980694
 DD3299!UTM  17      -   1.00000097  x   0.99976503  =   0.99976600
 DD3299
 DD3299|---------------------------------------------------------------------|
 DD3299| PID    Reference Object                     Distance      Geod. Az  |
 DD3299|                                                           dddmmss.s |
 DD3299| DD3691 021 065 RM 1                         12.216 METERS 16808     |
 DD3299| DD3297 021 065 AZ MK                       APPROX. 0.5 KM 1802657.8 |
 DD3299|---------------------------------------------------------------------|
 DD3299
 DD3299                          SUPERSEDED SURVEY CONTROL
 DD3299
 DD3299  NAD 83(1995)-  33 57 15.35369(N)    079 44 52.04714(W) AD(       ) 1
 DD3299  ELLIP H (12/20/99)   -6.20   (m)                       GP(       ) 4 1
 DD3299  NAD 83(1986)-  33 57 15.36427(N)    079 44 52.04898(W) AD(       ) 1
 DD3299  NAD 83(1986)-  33 57 15.36289(N)    079 44 52.05156(W) AD(       ) 2
 DD3299  NAD 27      -  33 57 14.77915(N)    079 44 52.81073(W) AD(       ) 2
 DD3299  NGVD 29 (07/19/86)   27.2    (m)           89.     (f) VERT ANG       
 DD3299
 DD3299.Superseded values are not recommended for survey control.
 DD3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3299.See file dsdata.txt to determine how the superseded data were derived.
 DD3299
 DD3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1570457791(NAD 83)
 DD3299_MARKER: DD = SURVEY DISK
 DD3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3299_SP_SET: CONCRETE POST
 DD3299_STAMPING: HORZ 021 065 1981
 DD3299_MARK LOGO: SCGS  
 DD3299_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3299+STABILITY: SURFACE MOTION
 DD3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3299+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 DD3299
 DD3299  HISTORY     - Date     Condition        Report By
 DD3299  HISTORY     - 1981     MONUMENTED       SCGS
 DD3299  HISTORY     - 1981     GOOD             SCGS
 DD3299  HISTORY     - 19930524 GOOD             SCGS
 DD3299  HISTORY     - 19960925 GOOD             SCGS
 DD3299
 DD3299                          STATION DESCRIPTION
 DD3299
 DD3299'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3299'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTH OF LAKE CITY,
 DD3299'ABOUT 1.6 KM (1.0 MI) SOUTH OF COWARD, IS ON THE RIGHT-OF-WAY OF U.S.
 DD3299'HIGHWAY 52 FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DD3299'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C. 29202
 DD3299'TELEPHONE (803) 758-3414.
 DD3299'
 DD3299'TO REACH THE STATION FROM THE POST OFFICE IN COWARD, GO SOUTH ON U.S.
 DD3299'HIGHWAY 52 FOR 1.7 KM (1.10 MI) TO THE STATION ON LEFT.
 DD3299'
 DD3299'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3299'---021 065 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3299'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.9 METERS S FROM METAL
 DD3299'WITNES  POST, 23.2 METERS E FROM CENTER OF NORTHBOUND LANE OF U.S.
 DD3299'HIGHWAY 52, AND  4.9 METERS N FROM CENTER OF SHORT PAVED DRIVEWAY.
 DD3299'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3299'DISK STAMPED---021 065 1981---SET INTO AN IRREGULAR MASS OF
 DD3299'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3299'
 DD3299'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3299'DISK STAMPED---021 065 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3299'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3299'13.0 METERS SSE FROM METAL WITNESS POST, 25.0 METERS E FROM CENTER OF
 DD3299'NORTHBOUND LANE OF U.S. HIGHWAY 52,  8.1 METERS S FROM EXTENDED
 DD3299'CENTER OF SHORT PAVED DRIVEWAY, AND IS LEVEL WITH THE STATION.
 DD3299'
 DD3299'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3299'STAMPED---AZ MK 021 065 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3299'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  4.0 METERS
 DD3299'S FROM METAL WITNESS POST,  9.0 METERS E FROM CENTER OF SOUTHBOUND
 DD3299'LANE OF U.S. HIGHWAY 52,  9.6 METERS W FROM CENTER OF NORTHBOUND LANE
 DD3299'OF U.S. HIGHWAY 52, AND 11.7 METERS S FROM CENTER OF TURN-AROUND IN
 DD3299'ROADWAY.
 DD3299'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD3299'GO SOUTH ON HIGHWAY 52 FOR 0.9 KM (0.55 MI) TO A CROSSOVER AND
 DD3299'AZIMUTH MARK IN MEDIAN.
 DD3299
 DD3299                          STATION RECOVERY (1981)
 DD3299
 DD3299'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 DD3299'RECOVERED IN GOOD CONDITION.
 DD3299
 DD3299                          STATION RECOVERY (1993)
 DD3299
 DD3299'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3299'STATION IS LOCATED 1.1 MILES (1.8 KM) SOUTH OF COWARD.
 DD3299'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3299'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3299'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 DD3299'COWARD, GO SOUTH ON HIGHWAY 52 FOR 1.05 MILES (1.69 KM) TO A PAVED
 DD3299'CROSSOVER LANE AND A FIELD ACCESS ROAD LEFT AND THE STATION IN THE
 DD3299'NORTHEAST ANGLE OF THE ACCESS ROAD AND ACROSS THE HIGHWAY FROM A
 DD3299'CONOCO CONVENIENCE STORE. STATION IS A CONCRETE POST RECESSED 0.1
 DD3299'FOOT (3.0 CM) AND LEVEL OF THE HIGHWAY, 75.8 FEET (23.1 M) EAST OF
 DD3299'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 39.9 FEET
 DD3299'(12.2 M) NORTH OF SURVEY STATION 021 065 RM 1, 12.1 FEET (3.7 M) EAST
 DD3299'NORTHEAST OF THE NORTH END OF A 2.5-FOOT CONCRETE PIPE CULVERT
 DD3299'BENEATH THE FIELD ACCESS ROAD, 123.9 FEET (37.8 M) SOUTH OF A POWER
 DD3299'LINE STUB POLE NUMBER 5/32 WITH A GUY WIRE, 14.7 FEET (4.5 M) EAST OF
 DD3299'A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021
 DD3299'065 AZ MK. RECOVERED BY T. HALL.
 DD3299
 DD3299                          STATION RECOVERY (1996)
 DD3299
 DD3299'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3299'STATION IS LOCATED 1.1 MILES (1.8 KM) SOUTH OF COWARD.
 DD3299'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD3299'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD3299'JUNCTION OF U.S.  HIGHWAY 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 DD3299'COWARD, GO SOUTH ON HIGHWAY 52 FOR 1.05 MILES (1.69 KM) TO A PAVED
 DD3299'CROSSOVER LANE AND A FIELD ACCESS ROAD LEFT AND THE STATION IN THE
 DD3299'NORTHEAST ANGLE OF THE ACCESS ROAD AND ACROSS THE HIGHWAY FROM A
 DD3299'CONOCO CONVENIENCE STORE.  STATION IS A CONCRETE POST RECESSED 0.1
 DD3299'FOOT (3.0 CM) AND LEVEL OF THE HIGHWAY, 75.8 FEET (23.1 M) EAST OF THE
 DD3299'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 39.9 FEET (12.2 M)
 DD3299'NORTH OF SURVEY STATION 021 065 RM 1, 12.1 FEET (3.7 M) EAST NORTHEAST
 DD3299'OF THE NORTH END OF A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH THE FIELD
 DD3299'ACCESS ROAD, 123.9 FEET (37.8 M) SOUTH OF A POWER LINE STUB POLE
 DD3299'NUMBER 5/32 WITH A GUY WIRE, 1.5 FEET (0.5 M) SOUTH OF A WITNESS POST.
 DD3299'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 065 AZ MK.
 DD3299'RECOVERED BY L.A.  OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3297 ***********************************************************************
 DD3297  DESIGNATION -  021 065 AZ MK
 DD3297  PID         -  DD3297
 DD3297  STATE/COUNTY-  SC/FLORENCE
 DD3297  USGS QUAD   -  SCRANTON (1990)
 DD3297
 DD3297                         *CURRENT SURVEY CONTROL
 DD3297  ___________________________________________________________________
 DD3297* NAD 83(2001)-  33 56 57.81236(N)    079 44 52.21224(W)     ADJUSTED  
 DD3297* NAVD 88     -        26.433  (meters)      86.72   (feet)  ADJUSTED  
 DD3297  ___________________________________________________________________
 DD3297  X           -     942,655.232 (meters)                     COMP
 DD3297  Y           -  -5,211,827.936 (meters)                     COMP
 DD3297  Z           -   3,541,787.946 (meters)                     COMP
 DD3297  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 DD3297  ELLIP HEIGHT-          -6.14  (meters)          (03/13/03) GPS OBS
 DD3297  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DD3297  DYNAMIC HT  -          26.407 (meters)      86.64  (feet)  COMP
 DD3297  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 DD3297
 DD3297  HORZ ORDER  -  FIRST
 DD3297  VERT ORDER  -  FIRST     CLASS II
 DD3297  ELLP ORDER  -  FOURTH    CLASS II
 DD3297
 DD3297.The horizontal coordinates were established by GPS observations
 DD3297.and adjusted by the National Geodetic Survey in March 2003..
 DD3297
 DD3297.The orthometric height was determined by differential leveling
 DD3297.and adjusted by the National Geodetic Survey in June 1994..
 DD3297
 DD3297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3297
 DD3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3297
 DD3297.The ellipsoidal height was determined by GPS observations
 DD3297.and is referenced to NAD 83.
 DD3297
 DD3297.The geoid height was determined by GEOID03.
 DD3297
 DD3297.The dynamic height is computed by dividing the NAVD 88
 DD3297.geopotential number by the normal gravity value computed on the
 DD3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3297.degrees latitude (g = 980.6199 gals.).
 DD3297
 DD3297.The modeled gravity was interpolated from observed gravity values.
 DD3297
 DD3297;                    North         East     Units Scale Factor Converg.
 DD3297;SPC SC       -   235,363.664   725,324.054   MT  0.99980556   +0 41 39.1
 DD3297;SPC SC       -   772,190.50  2,379,672.09   iFT  0.99980556   +0 41 39.1
 DD3297;UTM  17      - 3,757,250.877   615,706.587   MT  0.99976504   +0 41 57.7
 DD3297
 DD3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3297!SPC SC       -   1.00000096  x   0.99980556  =   0.99980652
 DD3297!UTM  17      -   1.00000096  x   0.99976504  =   0.99976600
 DD3297
 DD3297:                Primary Azimuth Mark                     Grid Az
 DD3297:SPC SC       -  021 065                                  359 45 18.6
 DD3297:UTM  17      -  021 065                                  359 45 00.0
 DD3297
 DD3297|---------------------------------------------------------------------|
 DD3297| PID    Reference Object                     Distance      Geod. Az  |
 DD3297|                                                           dddmmss.s |
 DD3297| DD3299 021 065                             APPROX. 0.5 KM 0002657.7 |
 DD3297|---------------------------------------------------------------------|
 DD3297
 DD3297                          SUPERSEDED SURVEY CONTROL
 DD3297
 DD3297  NAD 83(1995)-  33 56 57.81246(N)    079 44 52.21223(W) AD(       ) 1
 DD3297  ELLIP H (12/20/99)   -6.15   (m)                       GP(       ) 4 1
 DD3297  NAD 83(1986)-  33 56 57.82300(N)    079 44 52.21414(W) AD(       ) 1
 DD3297  NAD 83(1986)-  33 56 57.82184(N)    079 44 52.22065(W) AD(       ) 2
 DD3297  NAD 27      -  33 56 57.23766(N)    079 44 52.97952(W) AD(       ) 2
 DD3297  NGVD 29 (07/19/86)   27.2    (m)           89.     (f) VERT ANG       
 DD3297
 DD3297.Superseded values are not recommended for survey control.
 DD3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3297.See file dsdata.txt to determine how the superseded data were derived.
 DD3297
 DD3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1570757251(NAD 83)
 DD3297_MARKER: DD = SURVEY DISK
 DD3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3297_SP_SET: CONCRETE POST
 DD3297_STAMPING: AZ MK 021 065 1981
 DD3297_MARK LOGO: SCGS  
 DD3297_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3297+STABILITY: SURFACE MOTION
 DD3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3297+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 DD3297
 DD3297  HISTORY     - Date     Condition        Report By
 DD3297  HISTORY     - 1981     MONUMENTED       SCGS
 DD3297  HISTORY     - 19930518 GOOD             SCGS
 DD3297  HISTORY     - 19960925 GOOD             SCGS
 DD3297
 DD3297                          STATION DESCRIPTION
 DD3297
 DD3297'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3297'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTH OF COWARD, 2.2 MILES
 DD3297'(3.5 KM) NORTH OF SCRANTON. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3297'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3297'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3297'52 AND STATE HIGHWAY 541 (SALEM ROAD) IN COWARD, GO SOUTH ON HIGHWAY
 DD3297'52 FOR 1.35 MILES (2.17 KM) TO THE ENTRANCE DRIVEWAY RIGHT TO A
 DD3297'CONCRETE BLOCK BUILDING AND A CROSSOVER LANE LEFT AND THE STATION IN
 DD3297'THE MEDIAN OF THE HIGHWAY, 0.75 MILE (1.21 KM) NORTH OF THE JUNCTION
 DD3297'OF SAND ROAD RIGHT (SPARROW ROAD). STATION IS A CONCRETE POST
 DD3297'RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH THE HIGHWAY, 30.4 FEET
 DD3297'(9.3 M) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD3297'29.3 FEET (8.9 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DD3297'HIGHWAY, 39.0 FEET (11.9 M) SOUTH OF THE CENTER OF THE CROSSOVER
 DD3297'ROAD, 99.2 FEET (30.2 M) SOUTHEAST OF A POWER POLE NUMBER 521/38 WITH
 DD3297'A TRANSFORMER, 134.3 FEET (40.9 M) EAST OF THE SOUTHEAST CORNER OF
 DD3297'THE CONCRETE BLOCK BUILDING, 12.3 FEET (3.7 M) SOUTH OF A WITNESS
 DD3297'POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 065.
 DD3297'RECOVERED BY T. HALL.
 DD3297
 DD3297                          STATION RECOVERY (1996)
 DD3297
 DD3297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3297'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3691 ***********************************************************************
 DD3691  DESIGNATION -  021 065 RM 1
 DD3691  PID         -  DD3691
 DD3691  STATE/COUNTY-  SC/FLORENCE
 DD3691  USGS QUAD   -  SCRANTON (1990)
 DD3691
 DD3691                         *CURRENT SURVEY CONTROL
 DD3691  ___________________________________________________________________
 DD3691* NAD 83(1986)-  33 57 15.     (N)    079 44 51.     (W)     SCALED    
 DD3691* NAVD 88     -        26.354  (meters)      86.46   (feet)  ADJUSTED  
 DD3691  ___________________________________________________________________
 DD3691  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DD3691  DYNAMIC HT  -          26.328 (meters)      86.38  (feet)  COMP
 DD3691  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 DD3691
 DD3691  VERT ORDER  -  FIRST     CLASS II
 DD3691
 DD3691.The horizontal coordinates were scaled from a topographic map and have
 DD3691.an estimated accuracy of +/- 6 seconds.
 DD3691
 DD3691.The orthometric height was determined by differential leveling
 DD3691.and adjusted by the National Geodetic Survey in June 1994..
 DD3691
 DD3691.The geoid height was determined by GEOID03.
 DD3691
 DD3691.The dynamic height is computed by dividing the NAVD 88
 DD3691.geopotential number by the normal gravity value computed on the
 DD3691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3691.degrees latitude (g = 980.6199 gals.).
 DD3691
 DD3691.The modeled gravity was interpolated from observed gravity values.
 DD3691
 DD3691;                    North         East    Units  Estimated Accuracy
 DD3691;SPC SC       -   235,890.      725,350.      MT  (+/- 180 meters Scaled)
 DD3691
 DD3691                          SUPERSEDED SURVEY CONTROL
 DD3691
 DD3691.No superseded survey control is available for this station.
 DD3691
 DD3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT157577(NAD 83)
 DD3691_MARKER: DD = SURVEY DISK
 DD3691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3691_SP_SET: CONCRETE POST
 DD3691_STAMPING: RM 1 021 065 1981
 DD3691_MARK LOGO: SCGS  
 DD3691_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3691+STABILITY: SURFACE MOTION
 DD3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3691+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1993
 DD3691
 DD3691  HISTORY     - Date     Condition        Report By
 DD3691  HISTORY     - 1981     MONUMENTED       SCGS
 DD3691  HISTORY     - 19930524 GOOD             SCGS
 DD3691
 DD3691                          STATION DESCRIPTION
 DD3691
 DD3691'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3691'STATION IS LOCATED 1.1 MILES (1.8 KM) SOUTH OF COWARD.
 DD3691'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3691'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3691'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 DD3691'COWARD, GO SOUTH ON HIGHWAY 52 FOR 1.05 MILES (1.69 KM) TO A PAVED
 DD3691'CROSSOVER LANE AND A FIELD ACCESS ROAD LEFT AND THE STATION IN THE
 DD3691'SOUTHEAST ANGLE OF THE ACCESS ROAD AND ACROSS THE HIGHWAY FROM A
 DD3691'CONOCO CONVENIENCE STORE. STATION IS A CONCRETE POST PROJECTING 0.1
 DD3691'FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 82.0 FEET (25.0 M) EAST OF
 DD3691'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 39.9 FEET
 DD3691'(12.2 M) SOUTH OF SURVEY STATION 021 065, 20.4 FEET (6.2 M) SOUTHEAST
 DD3691'OF THE SOUTH END OF A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DD3691'ACCESS ROAD, 11.0 FEET (3.4 M) EAST OF A WITNESS POST. RECOVERED BY
 DD3691'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3298 ***********************************************************************
 DD3298  DESIGNATION -  021 066
 DD3298  PID         -  DD3298
 DD3298  STATE/COUNTY-  SC/FLORENCE
 DD3298  USGS QUAD   -  SCRANTON (1990)
 DD3298
 DD3298                         *CURRENT SURVEY CONTROL
 DD3298  ___________________________________________________________________
 DD3298* NAD 83(2001)-  33 54 41.86530(N)    079 44 49.78564(W)     ADJUSTED  
 DD3298* NAVD 88     -        26.251  (meters)      86.13   (feet)  ADJUSTED  
 DD3298  ___________________________________________________________________
 DD3298  X           -     943,132.674 (meters)                     COMP
 DD3298  Y           -  -5,214,117.411 (meters)                     COMP
 DD3298  Z           -   3,538,312.374 (meters)                     COMP
 DD3298  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DD3298  ELLIP HEIGHT-          -6.37  (meters)          (06/10/05) GPS OBS
 DD3298  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DD3298  DYNAMIC HT  -          26.225 (meters)      86.04  (feet)  COMP
 DD3298  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 DD3298
 DD3298  HORZ ORDER  -  FIRST
 DD3298  VERT ORDER  -  FIRST     CLASS II
 DD3298  ELLP ORDER  -  FOURTH    CLASS II
 DD3298
 DD3298.The horizontal coordinates were established by GPS observations
 DD3298.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3298
 DD3298.The orthometric height was determined by differential leveling
 DD3298.and adjusted by the National Geodetic Survey in June 1994..
 DD3298
 DD3298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3298
 DD3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3298
 DD3298.The ellipsoidal height was determined by GPS observations
 DD3298.and is referenced to NAD 83.
 DD3298
 DD3298.The geoid height was determined by GEOID03.
 DD3298
 DD3298.The dynamic height is computed by dividing the NAVD 88
 DD3298.geopotential number by the normal gravity value computed on the
 DD3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3298.degrees latitude (g = 980.6199 gals.).
 DD3298
 DD3298.The modeled gravity was interpolated from observed gravity values.
 DD3298
 DD3298;                    North         East     Units Scale Factor Converg.
 DD3298;SPC SC       -   231,176.825   725,437.114   MT  0.99980256   +0 41 40.5
 DD3298;SPC SC       -   758,454.15  2,380,043.02   iFT  0.99980256   +0 41 40.5
 DD3298;UTM  17      - 3,753,064.210   615,819.994   MT  0.99976536   +0 41 56.6
 DD3298
 DD3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3298!SPC SC       -   1.00000100  x   0.99980256  =   0.99980356
 DD3298!UTM  17      -   1.00000100  x   0.99976536  =   0.99976636
 DD3298
 DD3298|---------------------------------------------------------------------|
 DD3298| PID    Reference Object                     Distance      Geod. Az  |
 DD3298|                                                           dddmmss.s |
 DD3298| DD3692 021 066 RM 1                         12.390 METERS 10924     |
 DD3298| DD3392 021 066 AZ MK                       APPROX. 1.0 KM 2031324.8 |
 DD3298|---------------------------------------------------------------------|
 DD3298
 DD3298                          SUPERSEDED SURVEY CONTROL
 DD3298
 DD3298  NAD 83(2001)-  33 54 41.86536(N)    079 44 49.78579(W) AD(       ) 1
 DD3298  ELLIP H (03/13/03)   -6.36   (m)                       GP(       ) 4 2
 DD3298  NAD 83(1995)-  33 54 41.86545(N)    079 44 49.78577(W) AD(       ) 1
 DD3298  ELLIP H (12/20/99)   -6.36   (m)                       GP(       ) 4 1
 DD3298  NAD 83(1986)-  33 54 41.87582(N)    079 44 49.78819(W) AD(       ) 1
 DD3298  NAD 83(1986)-  33 54 41.87787(N)    079 44 49.79050(W) AD(       ) 2
 DD3298  NAD 27      -  33 54 41.29518(N)    079 44 50.54726(W) AD(       ) 2
 DD3298  NAVD 88 (06/10/05)   26.25   (m)           86.1    (f) LEVELING    3  
 DD3298  NGVD 29 (07/19/86)   26.4    (m)           87.     (f) VERT ANG       
 DD3298
 DD3298.Superseded values are not recommended for survey control.
 DD3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3298.See file dsdata.txt to determine how the superseded data were derived.
 DD3298
 DD3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1582053064(NAD 83)
 DD3298_MARKER: DD = SURVEY DISK
 DD3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3298_SP_SET: CONCRETE POST
 DD3298_STAMPING: HORZ 021 066 1981
 DD3298_MARK LOGO: SCGS  
 DD3298_PROJECTION: RECESSED 8 CENTIMETERS
 DD3298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3298+STABILITY: SURFACE MOTION
 DD3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3298+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 DD3298
 DD3298  HISTORY     - Date     Condition        Report By
 DD3298  HISTORY     - 1981     MONUMENTED       SCGS
 DD3298  HISTORY     - 1982     GOOD             SCGS
 DD3298  HISTORY     - 19930518 GOOD             SCGS
 DD3298  HISTORY     - 19960925 GOOD             SCGS
 DD3298  HISTORY     - 20050329 GOOD             SCGS
 DD3298
 DD3298                          STATION DESCRIPTION
 DD3298
 DD3298'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3298'THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI) NORTH OF LAKE CITY,
 DD3298'ABOUT 5.6 KM (3.5 MI) SOUTH OF COWARD, IS ON THE SOUTHEAST CORNER OF
 DD3298'THE SCHOOL GROUNDS IN SCRANTON.
 DD3298'
 DD3298'NO TO REACH NEEDED AS THE STATION IS IN THE
 DD3298'SMALL COMMUNITY OF SCRANTON.
 DD3298'
 DD3298'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3298'---021 068 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3298'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3298'32.3 METERS NW FROM THE CENTER LINE OF THE WEST BOUND LANE OF,
 DD3298'FROM HIGHWAY 52, 12.6 METERS NW FROM THE METAL WITNESS POST, 42.7
 DD3298'METERS SW FROM THE THE GUIDED POWER LINE POLE, 47.7 METERS NNE FROM A
 DD3298'JUNCTION BOX, AND 43.3 METERS S FROM A 24 INCH OAK TREE.
 DD3298'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3298'DISK STAMPED---021 068 1981---SET INTO AN IRREGULAR MASS OF
 DD3298'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3298'
 DD3298'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3298'DISK STAMPED---RM 1 021 068 1981---SET INTO THE TOP OF A ROUND
 DD3298'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 DD3298'LOCATED  0.6 METERS N FROM A METAL WITNESS POST, 20.4
 DD3298'METERS SE FROM THE CENTER LANE OF HIGHWAY 52, 79.9 METERS SSE
 DD3298'FROM THE MAIN ENTRANCE OF THE SCHOOL, 35.0 METERS NE FROM A
 DD3298'GUIDED POWER POLE, AND IS LEVEL WITH THE STATION.
 DD3298'
 DD3298'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3298'STAMPED---021 066 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3298'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.4 METERS
 DD3298'SW FROM THE METAL WITNESS POST,  9.1 METERS SW FROM THE CENTER OF
 DD3298'CROSS OVER,  9.9 METERS SE FROM THE THE CENTER OF WEST BOUND LANE OF
 DD3298'HIGHWAY 52, AND  8.8 METERS NW FROM THE THE CENTER OF THE WEST BOUND
 DD3298'LANE OF HIGHWAY 52.
 DD3298'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 DD3298'52 FOR 1.04 KM (0.65 MI) TO CROSSROADS AND THE STATION IN MEDIAN
 DD3298'STRIP.
 DD3298
 DD3298                          STATION RECOVERY (1993)
 DD3298
 DD3298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3298'STATION IS LOCATED IN SCRANTON. OWNERSHIP--SCRANTON ELEMENTARY SCHOOL.
 DD3298'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 378
 DD3298'BYPASS AND 52, 1.5 MILES (2.4 KM) NORTH OF LAKE CITY, GO NORTH
 DD3298'NORTHEAST ON HIGHWAY 52 FOR 1.35 MILES (2.17 KM) TO AN ENTRANCE
 DD3298'DRIVEWAY LEFT LEADING TO THE SCRANTON ELEMENTARY SCHOOL, TURN LEFT ON
 DD3298'THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR
 DD3298'THE EAST EDGE OF A CONCRETE BASKETBALL COURT. STATION IS A CONCRETE
 DD3298'POST RECESSED 0.4 FOOT (12.2 CM) AND LEVEL WITH THE HIGHWAY, 106.9
 DD3298'FEET (32.6 M) NORTHWEST OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.0
 DD3298'FOOT (0.3 M) EAST OF THE EAST EDGE OF THE COURT, 40.7 FEET (12.4 M)
 DD3298'WEST NORTHWEST OF SURVEY STATION 021 066 RM 1, 18.5 FEET (5.6 M) SOUTH
 DD3298'OF THE NORTHEAST CORNER OF THE COURT, 168.7 FEET (51.4 M) SOUTHEAST
 DD3298'OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 41.5 FEET (12.6 M)
 DD3298'WEST NORTHWEST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH
 DD3298'SURVEY STATION 021 066 AZ MK. RECOVERED BY T. HALL.
 DD3298
 DD3298                          STATION RECOVERY (1996)
 DD3298
 DD3298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3298'RECOVERED AS DESCRIBED.
 DD3298
 DD3298                          STATION RECOVERY (2005)
 DD3298
 DD3298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DD3298'STATION IS LOCATED IN SCRANTON, 19.6 MILES SOUTH OF FLORENCE.
 DD3298'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 DD3298'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3298'JUNCTION OVERPASS OF U.S. HIGHWAYS 378 BYPASS AND 52 (RON  C. MCNAIR
 DD3298'BOULEVARD), 1.6 MILES NORTH OF LAKE CITY, GO NORTH NORTHEAST ON
 DD3298'HIGHWAY 52 FOR  1.35 MILES TO AN ENTRANCE DRIVE LEFT LEADING TO THE
 DD3298'SCRANTON ELEMENTARY SCHOOL, TURN  LEFT ON THE ENTRANCE DRIVE FOR 0.05
 DD3298'MILE TO THE STATION ON THE LEFT IN AN OPEN AREA AT  THE EDGE OF AN
 DD3298'UNUSED CONCRETE BASKETBALL COURT. STATION IS A CONCRETE POST RECESSED
 DD3298'0.3 FOOT, 1.0 FOOT EAST OF THE EAST EDGE OF THE  CONCRETE COURT, 18.4
 DD3298'FEET SOUTH OF THE NORTHEAST CORNER OF THE CONCRETE COURT, 185.2  FEET
 DD3298'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF A GRANITE WAR
 DD3298'VETERANS  MONUMENT, 41.6 FEET WEST NORTHWEST OF A WITNESS POST.
 DD3298'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 066 AZ MK.
 DD3298'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3392 ***********************************************************************
 DD3392  DESIGNATION -  021 066 AZ MK
 DD3392  PID         -  DD3392
 DD3392  STATE/COUNTY-  SC/FLORENCE
 DD3392  USGS QUAD   -  MILL BAY (1990)
 DD3392
 DD3392                         *CURRENT SURVEY CONTROL
 DD3392  ___________________________________________________________________
 DD3392* NAD 83(2001)-  33 54 11.70084(N)    079 45 05.30801(W)     ADJUSTED  
 DD3392* NAVD 88     -        24.743  (meters)      81.18   (feet)  ADJUSTED  
 DD3392  ___________________________________________________________________
 DD3392  X           -     942,832.308 (meters)                     COMP
 DD3392  Y           -  -5,214,697.338 (meters)                     COMP
 DD3392  Z           -   3,537,540.181 (meters)                     COMP
 DD3392  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DD3392  ELLIP HEIGHT-          -7.88  (meters)          (06/10/05) GPS OBS
 DD3392  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DD3392  DYNAMIC HT  -          24.718 (meters)      81.10  (feet)  COMP
 DD3392  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 DD3392
 DD3392  HORZ ORDER  -  FIRST
 DD3392  VERT ORDER  -  FIRST     CLASS II
 DD3392  ELLP ORDER  -  FOURTH    CLASS II
 DD3392
 DD3392.The horizontal coordinates were established by GPS observations
 DD3392.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3392
 DD3392.The orthometric height was determined by differential leveling
 DD3392.and adjusted by the National Geodetic Survey in June 1994..
 DD3392
 DD3392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3392
 DD3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3392
 DD3392.The ellipsoidal height was determined by GPS observations
 DD3392.and is referenced to NAD 83.
 DD3392
 DD3392.The geoid height was determined by GEOID03.
 DD3392
 DD3392.The dynamic height is computed by dividing the NAVD 88
 DD3392.geopotential number by the normal gravity value computed on the
 DD3392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3392.degrees latitude (g = 980.6199 gals.).
 DD3392
 DD3392.The modeled gravity was interpolated from observed gravity values.
 DD3392
 DD3392;                    North         East     Units Scale Factor Converg.
 DD3392;SPC SC       -   230,242.845   725,049.693   MT  0.99980196   +0 41 31.9
 DD3392;SPC SC       -   755,389.91  2,378,771.96   iFT  0.99980196   +0 41 31.9
 DD3392;UTM  17      - 3,752,130.236   615,432.660   MT  0.99976426   +0 41 47.4
 DD3392
 DD3392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3392!SPC SC       -   1.00000124  x   0.99980196  =   0.99980320
 DD3392!UTM  17      -   1.00000124  x   0.99976426  =   0.99976550
 DD3392
 DD3392:                Primary Azimuth Mark                     Grid Az
 DD3392:SPC SC       -  021 066                                  022 31 44.2
 DD3392:UTM  17      -  021 066                                  022 31 28.7
 DD3392
 DD3392|---------------------------------------------------------------------|
 DD3392| PID    Reference Object                     Distance      Geod. Az  |
 DD3392|                                                           dddmmss.s |
 DD3392| DD3298 021 066                             APPROX. 1.0 KM 0231316.1 |
 DD3392|---------------------------------------------------------------------|
 DD3392
 DD3392                          SUPERSEDED SURVEY CONTROL
 DD3392
 DD3392  NAD 83(2001)-  33 54 11.70065(N)    079 45 05.30778(W) AD(       ) 1
 DD3392  ELLIP H (03/13/03)   -7.86   (m)                       GP(       ) 4 2
 DD3392  NAD 83(1995)-  33 54 11.70074(N)    079 45 05.30777(W) AD(       ) 1
 DD3392  ELLIP H (12/20/99)   -7.87   (m)                       GP(       ) 4 1
 DD3392  NAD 83(1986)-  33 54 11.71108(N)    079 45 05.31018(W) AD(       ) 1
 DD3392  NAD 83(1986)-  33 54 11.71415(N)    079 45 05.31225(W) AD(       ) 2
 DD3392  NAD 27      -  33 54 11.13115(N)    079 45 06.06972(W) AD(       ) 2
 DD3392  NAVD 88 (06/10/05)   24.74   (m)           81.2    (f) LEVELING    3  
 DD3392  NGVD 29 (07/19/86)   25.0    (m)           82.     (f) VERT ANG       
 DD3392
 DD3392.Superseded values are not recommended for survey control.
 DD3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3392.See file dsdata.txt to determine how the superseded data were derived.
 DD3392
 DD3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1543352130(NAD 83)
 DD3392_MARKER: DD = SURVEY DISK
 DD3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3392_SP_SET: CONCRETE POST
 DD3392_STAMPING: AZ MK 021 066 1981
 DD3392_MARK LOGO: SCGS  
 DD3392_PROJECTION: RECESSED 5 CENTIMETERS
 DD3392_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3392+STABILITY: SURFACE MOTION
 DD3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3392+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 DD3392
 DD3392  HISTORY     - Date     Condition        Report By
 DD3392  HISTORY     - 1981     MONUMENTED       SCGS
 DD3392  HISTORY     - 19930518 GOOD             SCGS
 DD3392  HISTORY     - 19960925 GOOD             SCGS
 DD3392  HISTORY     - 20050329 GOOD             SCGS
 DD3392
 DD3392                          STATION DESCRIPTION
 DD3392
 DD3392'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3392'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTH SOUTHWEST OF SCRANTON, 2.1
 DD3392'MILES (3.4 KM) NORTH OF LAKE CITY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3392'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3392'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD3392'HIGHWAYS 378 BYPASS AND 52, 1.5 MILES (2.4 KM) NORTH OF LAKE CITY, GO
 DD3392'NORTH NORTHEAST ON HIGHWAY 52 FOR 0.6 MILE (1.0 KM) TO A SAND ROAD
 DD3392'LEFT, CONTINUE ON HIGHWAY 52 FOR 0.1 MILE (0.2 KM) TO AN ENTRANCE
 DD3392'DRIVEWAY RIGHT LEADING TO A CONCRETE BLOCK BUILDING AND A CROSSOVER
 DD3392'LANE LEFT AND THE STATION IN THE MEDIAN OF THE HIGHWAY. STATION IS A
 DD3392'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY,
 DD3392'126.0 FEET (38.4 M) WEST SOUTHWEST OF THE NORTHWEST CHAIN LINK FENCE
 DD3392'CORNER POST OF THE FENCE AROUND THE BUILDING, 28.2 FEET (8.6 M) EAST
 DD3392'SOUTHEAST OF THE SOUTHBOUND LANES OF THE HIGHWAY, 31.8 FEET (9.7 M)
 DD3392'WEST NORTHWEST OF THE NORTHBOUND LANES OF THE HIGHWAY, 93.2 FEET
 DD3392'(28.4 M) WEST OF A POWER POLE L57 WITH A SECURITY LIGHT, 25.8 FEET
 DD3392'(7.9 M) SOUTH SOUTHWEST OF THE CENTER OF THE CROSSOVER LANE, 121.2
 DD3392'FEET (36.9 M) WEST SOUTHWEST OF A POWER POLE 105/L56 WITH A
 DD3392'TRANSFORMER, 5.4 FEET (1.6 M) SOUTH SOUTHWEST OF A WITNESS POST.
 DD3392'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 066. RECOVERED
 DD3392'BY T. HALL.
 DD3392
 DD3392                          STATION RECOVERY (1996)
 DD3392
 DD3392'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3392'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTH SOUTHWEST OF SCRANTON, 2.1
 DD3392'MILES (3.4 KM) NORTH OF LAKE CITY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3392'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3392'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD3392'HIGHWAYS 378 BYPASS AND 52, 1.5 MILES (2.4 KM) NORTH OF LAKE CITY, GO
 DD3392'NORTH NORTHEAST ON HIGHWAY 52 FOR 0.6 MILE (1.0 KM) TO A SAND ROAD
 DD3392'(OSHAY ROAD) LEFT, CONTINUE ON HIGHWAY 52 FOR 0.1 MILE (0.2 KM) TO AN
 DD3392'ENTRANCE DRIVEWAY RIGHT LEADING TO A CONCRETE BLOCK BUILDING AND A
 DD3392'CROSSOVER LANE LEFT AND THE STATION IN THE MEDIAN OF THE HIGHWAY.
 DD3392'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DD3392'THE HIGHWAY, 126.0 FEET (38.4 M) WEST SOUTHWEST OF THE NORTHWEST CHAIN
 DD3392'LINK FENCE CORNER POST OF THE FENCE AROUND THE BUILDING, 28.2 FEET
 DD3392'(8.6 M) EAST SOUTHEAST OF THE SOUTHBOUND LANES OF THE HIGHWAY, 31.8
 DD3392'FEET (9.7 M) WEST NORTHWEST OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD3392'93.2 FEET (28.4 M) WEST OF A POWER POLE L57 WITH A SECURITY LIGHT,
 DD3392'25.8 FEET (7.9 M) SOUTH SOUTHWEST OF THE CENTER OF THE CROSSOVER LANE,
 DD3392'121.2 FEET (36.9 M) WEST SOUTHWEST OF A POWER POLE 105/L56 WITH A
 DD3392'TRANSFORMER, 5.4 FEET (1.6 M) SOUTH SOUTHWEST OF A WITNESS POST.
 DD3392'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 021 066.  RECOVERED
 DD3392'BY R.W.  ROBERTS.
 DD3392
 DD3392                          STATION RECOVERY (2005)
 DD3392
 DD3392'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DD3392'STATION IS LOCATED 3.4 MILES NORTH OF LAKE CITY, 19.0 MILES SOUTH OF
 DD3392'FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DD3392'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DD3392'FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 378 BYPASS AND 52 (RON  C.
 DD3392'MCNAIR BOULEVARD), 1.6 MILES NORTH OF LAKE CITY, GO NORTH NORTHEAST ON
 DD3392'HIGHWAY 52 FOR  0.7 MILE TO THE STATION ON THE LEFT IN A GRASSY MEDIAN
 DD3392'NEAR AN ASPHALT TURN AROUND  LANE. STATION IS A CONCRETE POST RECESSED
 DD3392'0.2 FOOT AND LEVEL WITH THE HIGHWAY, 32.5 FEET WEST  NORTHWEST OF THE
 DD3392'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 28.7 FEET EAST
 DD3392'SOUTHEAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 7.9
 DD3392'FEET SOUTH  SOUTHWEST OF THE SOUTH EDGE OF THE ASPHALT TURN AROUND
 DD3392'LANE, 5.2 FEET SOUTH  SOUTHWEST OF A WITNESS POST. NOTE-STATION IS
 DD3392'INTERVISIBLE WITH SURVEY STATION 021 066. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3692 ***********************************************************************
 DD3692  DESIGNATION -  021 066 RM 1
 DD3692  PID         -  DD3692
 DD3692  STATE/COUNTY-  SC/FLORENCE
 DD3692  USGS QUAD   -  SCRANTON (1990)
 DD3692
 DD3692                         *CURRENT SURVEY CONTROL
 DD3692  ___________________________________________________________________
 DD3692* NAD 83(1986)-  33 54 42.     (N)    079 44 49.     (W)     SCALED    
 DD3692* NAVD 88     -        26.328  (meters)      86.38   (feet)  ADJUSTED  
 DD3692  ___________________________________________________________________
 DD3692  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DD3692  DYNAMIC HT  -          26.302 (meters)      86.29  (feet)  COMP
 DD3692  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 DD3692
 DD3692  VERT ORDER  -  FIRST     CLASS II
 DD3692
 DD3692.The horizontal coordinates were scaled from a topographic map and have
 DD3692.an estimated accuracy of +/- 6 seconds.
 DD3692
 DD3692.The orthometric height was determined by differential leveling
 DD3692.and adjusted by the National Geodetic Survey in June 1994..
 DD3692
 DD3692.The geoid height was determined by GEOID03.
 DD3692
 DD3692.The dynamic height is computed by dividing the NAVD 88
 DD3692.geopotential number by the normal gravity value computed on the
 DD3692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3692.degrees latitude (g = 980.6199 gals.).
 DD3692
 DD3692.The modeled gravity was interpolated from observed gravity values.
 DD3692
 DD3692;                    North         East    Units  Estimated Accuracy
 DD3692;SPC SC       -   231,180.      725,460.      MT  (+/- 180 meters Scaled)
 DD3692
 DD3692                          SUPERSEDED SURVEY CONTROL
 DD3692
 DD3692.No superseded survey control is available for this station.
 DD3692
 DD3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT158530(NAD 83)
 DD3692_MARKER: DD = SURVEY DISK
 DD3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3692_SP_SET: CONCRETE POST
 DD3692_STAMPING: RM 1 021 066 1981
 DD3692_MARK LOGO: SCGS  
 DD3692_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3692+STABILITY: SURFACE MOTION
 DD3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3692+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 DD3692
 DD3692  HISTORY     - Date     Condition        Report By
 DD3692  HISTORY     - 1981     MONUMENTED       SCGS
 DD3692  HISTORY     - 19930518 GOOD             SCGS
 DD3692
 DD3692                          STATION DESCRIPTION
 DD3692
 DD3692'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3692'STATION IS LOCATED IN SCRANTON. OWNERSHIP--SCRANTON ELEMENTARY SCHOOL.
 DD3692'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 378
 DD3692'BYPASS AND 52, 1.5 MILES (2.4 KM) NORTH OF LAKE CITY, GO NORTH
 DD3692'NORTHEAST ON HIGHWAY 52 FOR 1.35 MILES (2.17 KM) TO AN ENTRANCE
 DD3692'DRIVEWAY LEFT LEADING TO THE SCRANTON ELEMENTARY SCHOOL, TURN LEFT ON
 DD3692'THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR
 DD3692'A DITCH LINE NEAR A CONCRETE BASKETBALL COURT. STATION IS A CONCRETE
 DD3692'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 66.4 FEET
 DD3692'(20.2 M) NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DD3692'HIGHWAY, 209.0 FEET (63.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DD3692'SCHOOL, 42.2 FEET (12.9 M) EAST OF THE SOUTHEAST CORNER OF THE
 DD3692'BASKETBALL COURT, 6.2 FEET (1.9 M) SOUTHWEST OF A 0.3-FOOT METAL PIPE
 DD3692'PROJECTING 4.0 FEET, 40.7 FEET (12.4 M) EAST SOUTHEAST OF SURVEY
 DD3692'STATION 021 066, 0.9 FOOT (27.4 CM) NORTHWEST OF A WITNESS POST,
 DD3692'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3395 ***********************************************************************
 DD3395  DESIGNATION -  021 067
 DD3395  PID         -  DD3395
 DD3395  STATE/COUNTY-  SC/FLORENCE
 DD3395  USGS QUAD   -  MILL BAY (1990)
 DD3395
 DD3395                         *CURRENT SURVEY CONTROL
 DD3395  ___________________________________________________________________
 DD3395* NAD 83(2001)-  33 53 19.71900(N)    079 47 53.83262(W)     ADJUSTED  
 DD3395* NAVD 88     -        26.7    (meters)      88.     (feet)  GPS OBS   
 DD3395  ___________________________________________________________________
 DD3395  X           -     938,729.927 (meters)                     COMP
 DD3395  Y           -  -5,216,346.671 (meters)                     COMP
 DD3395  Z           -   3,536,211.889 (meters)                     COMP
 DD3395  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DD3395  ELLIP HEIGHT-          -5.84  (meters)          (03/13/03) GPS OBS
 DD3395  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DD3395
 DD3395  HORZ ORDER  -  FIRST
 DD3395  ELLP ORDER  -  FOURTH    CLASS II
 DD3395
 DD3395.The horizontal coordinates were established by GPS observations
 DD3395.and adjusted by the National Geodetic Survey in March 2003..
 DD3395
 DD3395.The orthometric height was determined by GPS observations and a
 DD3395.high-resolution geoid model.
 DD3395
 DD3395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3395
 DD3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3395
 DD3395.The ellipsoidal height was determined by GPS observations
 DD3395.and is referenced to NAD 83.
 DD3395
 DD3395.The geoid height was determined by GEOID03.
 DD3395
 DD3395;                    North         East     Units Scale Factor Converg.
 DD3395;SPC SC       -   228,590.332   720,739.825   MT  0.99980096   +0 39 58.4
 DD3395;SPC SC       -   749,968.28  2,364,631.97   iFT  0.99980096   +0 39 58.4
 DD3395;UTM  17      - 3,750,477.486   611,123.096   MT  0.99975222   +0 40 12.4
 DD3395
 DD3395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3395!SPC SC       -   1.00000092  x   0.99980096  =   0.99980188
 DD3395!UTM  17      -   1.00000092  x   0.99975222  =   0.99975314
 DD3395
 DD3395|---------------------------------------------------------------------|
 DD3395| PID    Reference Object                     Distance      Geod. Az  |
 DD3395|                                                           dddmmss.s |
 DD3395| DD3693 021 067 RM 1                         13.341 METERS 17327     |
 DD3395| DD3396 021 067 AZ MK                       APPROX. 1.0 KM 3250702.8 |
 DD3395|---------------------------------------------------------------------|
 DD3395
 DD3395                          SUPERSEDED SURVEY CONTROL
 DD3395
 DD3395  NAD 83(1995)-  33 53 19.71911(N)    079 47 53.83261(W) AD(       ) 1
 DD3395  ELLIP H (12/20/99)   -5.85   (m)                       GP(       ) 4 1
 DD3395  NAD 83(1986)-  33 53 19.72952(N)    079 47 53.83465(W) AD(       ) 1
 DD3395  NAD 83(1986)-  33 53 19.72932(N)    079 47 53.83767(W) AD(       ) 2
 DD3395  NAD 27      -  33 53 19.14467(N)    079 47 54.58821(W) AD(       ) 2
 DD3395  NGVD 29 (07/19/86)   27.1    (m)           89.     (f) VERT ANG       
 DD3395
 DD3395.Superseded values are not recommended for survey control.
 DD3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3395.See file dsdata.txt to determine how the superseded data were derived.
 DD3395
 DD3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1112350477(NAD 83)
 DD3395_MARKER: DD = SURVEY DISK
 DD3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3395_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3395_STAMPING: HORZ 021 067 1981
 DD3395_MARK LOGO: SCGS  
 DD3395_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3395+STABILITY: SURFACE MOTION
 DD3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3395+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1996
 DD3395
 DD3395  HISTORY     - Date     Condition        Report By
 DD3395  HISTORY     - 1981     MONUMENTED       SCGS
 DD3395  HISTORY     - 19960821 GOOD             SCGS
 DD3395  HISTORY     - 20041207 MARK NOT FOUND   SCGS
 DD3395
 DD3395                          STATION DESCRIPTION
 DD3395
 DD3395'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3395'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF LAKE CITY, AT
 DD3395'THE JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 341.  FOR
 DD3395'INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER,
 DD3395'POST OFFICE BOX 191, COLUMBIA, S.C.  29202, TELEPHONE (803) 758-3454.
 DD3395'
 DD3395'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAYS 52 AND 378 AND
 DD3395'STATE HIGHWAY 341, GO WESTERLY ON U.S. HIGHWAY 378 AND STATE HIGHWAY
 DD3395'341 FOR 3.2 KM (2.0 MI) TO POINT WHERE HIGHWAY 341 CURVES RIGHT, KEEP
 DD3395'RIGHT ON HIGHWAY 341 FOR 0.2 KM (0.1 MI) TO STATION ON LEFT.
 DD3395'
 DD3395'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3395'---021 067 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3395'CM IN DIAMETER AND FLUSH WITH THE GROUND SURFACE  LOCATED 22.6
 DD3395'METERS W FROM THE SOUTH BOUND LANE OF U.S. HIGHWAY 341, 22.2 METERS
 DD3395'NNE FROM THE UTILITY POLE, 13.8 METERS NNE FROM A 36 INCH TREE STUMP,
 DD3395'15.7 METERS NNE FROM THE WITNESS POST, AND  2.0 METERS E FROM THE
 DD3395'CENTER OF A SANDY ROAD.
 DD3395'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3395'DISK STAMPED---021 067 1981---SET INTO AN IRREGULAR MASS OF
 DD3395'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3395'
 DD3395'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3395'DISK STAMPED---021 067 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3395'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3395'21.6 METERS NE FROM THE NORTHEAST CORNER OF HOUSE, 10.5 METERS W FROM
 DD3395'A 36 INCH TREE STUMP,  3.4 METERS W FROM THE CENTER OF DIRT DRIVEWAY,
 DD3395'0.9 METERS N FROM THE WITNESS AND 12 INCH OAK TREE, 17.2 METERS WNW
 DD3395'FROM THE UTILITY POLE, AND IS LEVEL WITH THE STATION.
 DD3395'
 DD3395'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3395'STAMPED---021 067 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3395'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.8 METERS
 DD3395'W FROM THE CENTER U.S. HIGHWAY 341, 26.6 METERS S FROM THE CENTER OF
 DD3395'DIRT ROAD,  1.8 METERS E FROM THE POWER LINE POLE NO 61, AND  0.9
 DD3395'METERS NE FROM THE WITNESS POST.
 DD3395'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON HIGHWAY
 DD3395'341 FOR 0.9 KM (0.55 MI) TO AZIMUTH MARK ON LEFT.
 DD3395
 DD3395                          STATION RECOVERY (1996)
 DD3395
 DD3395'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3395'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTHWEST OF LAKE CITY, 21.2
 DD3395'MILES (34.1 KM) SOUTH OF FLORENCE.  OWNERSHIP--UNKNOWN.  TO REACH THE
 DD3395'STATION FROM THE NORTHWEST JUNCTION OF U.S.  HIGHWAY 378 (TURBEVILLE
 DD3395'HIGHWAY) AND STATE HIGHWAY 341 (OLANTA HIGHWAY) , 2.6 MILES (4.2 KM)
 DD3395'NORTHWEST OF LAKE CITY, GO NORTHWEST ON HIGHWAY 341 FOR 0.1 MILE (0.2
 DD3395'KM) TO THE STATION ON THE LEFT IN AN OPEN FIELD.  STATION IS A
 DD3395'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 73.2
 DD3395'FEET (22.3 M) NORTHWEST OF A POWER POLE 2A52BR WITH THREE GUY WIRES,
 DD3395'43.6 FEET (13.3 M) NORTH OF SURVEY STATION 021 067 RM 1, 77.0 FEET
 DD3395'(23.5 M) SOUTHWEST OF THE SOUTHBOUND LANES OF THE HIGHWAY, 188.4 FEET
 DD3395'(57.4 M) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK CONVENIENCE
 DD3395'STORE (ALLISONS FOOD MART) , 113.7 FEET (34.7 M) NORTH OF THE
 DD3395'NORTHEAST CORNER OF A WOOD-SIDED HOUSE, 62.3 FEET (19.0 M) NORTHWEST
 DD3395'OF A WITNESS POST BESIDE A POWER POLE WITH THREE GUY WIRES. RECOVERED
 DD3395'BY R.W.  ROBERTS.
 DD3395
 DD3395                          STATION RECOVERY (2004)
 DD3395
 DD3395'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3395'CONCRETE POST AND DISK STEM WAS FOUND AT THE DESCRIBED SITE, PRESUMED
 DD3395'DESTROYED.  RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3396 ***********************************************************************
 DD3396  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3396  DESIGNATION -  021 067 AZ MK
 DD3396  PID         -  DD3396
 DD3396  STATE/COUNTY-  SC/FLORENCE
 DD3396  USGS QUAD   -  MILL BAY (1990)
 DD3396
 DD3396                         *CURRENT SURVEY CONTROL
 DD3396  ___________________________________________________________________
 DD3396* NAD 83(2001)-  33 53 45.32802(N)    079 48 15.24253(W)     ADJUSTED  
 DD3396* NAVD 88     -        25.57   (meters)      83.9    (feet)  GPS OBS   
 DD3396  ___________________________________________________________________
 DD3396  X           -     938,110.424 (meters)                     COMP
 DD3396  Y           -  -5,216,010.108 (meters)                     COMP
 DD3396  Z           -   3,536,866.235 (meters)                     COMP
 DD3396  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DD3396  ELLIP HEIGHT-          -6.97  (meters)          (06/10/05) GPS OBS
 DD3396  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DD3396
 DD3396  HORZ ORDER  -  FIRST
 DD3396  ELLP ORDER  -  FOURTH    CLASS II
 DD3396
 DD3396.The horizontal coordinates were established by GPS observations
 DD3396.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3396
 DD3396.The orthometric height was determined by GPS observations and a
 DD3396.high-resolution geoid model using precise GPS observation and
 DD3396.processing techniques.
 DD3396
 DD3396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3396
 DD3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3396
 DD3396.The ellipsoidal height was determined by GPS observations
 DD3396.and is referenced to NAD 83.
 DD3396
 DD3396.The geoid height was determined by GEOID03.
 DD3396
 DD3396;                    North         East     Units Scale Factor Converg.
 DD3396;SPC SC       -   229,372.788   720,180.698   MT  0.99980144   +0 39 46.6
 DD3396;SPC SC       -   752,535.39  2,362,797.57   iFT  0.99980144   +0 39 46.6
 DD3396;UTM  17      - 3,751,259.864   610,563.944   MT  0.99975070   +0 40 00.9
 DD3396
 DD3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3396!SPC SC       -   1.00000109  x   0.99980144  =   0.99980253
 DD3396!UTM  17      -   1.00000109  x   0.99975070  =   0.99975179
 DD3396
 DD3396:                Primary Azimuth Mark                     Grid Az
 DD3396:SPC SC       -  021 067                                  144 27 04.3
 DD3396:UTM  17      -  021 067                                  144 26 50.0
 DD3396
 DD3396|---------------------------------------------------------------------|
 DD3396| PID    Reference Object                     Distance      Geod. Az  |
 DD3396|                                                           dddmmss.s |
 DD3396| DD3395 021 067                             APPROX. 1.0 KM 1450650.9 |
 DD3396|---------------------------------------------------------------------|
 DD3396
 DD3396                          SUPERSEDED SURVEY CONTROL
 DD3396
 DD3396  NAD 83(2001)-  33 53 45.32800(N)    079 48 15.24253(W) AD(       ) 1
 DD3396  ELLIP H (03/13/03)   -6.95   (m)                       GP(       ) 4 2
 DD3396  NAD 83(1995)-  33 53 45.32811(N)    079 48 15.24252(W) AD(       ) 1
 DD3396  ELLIP H (12/20/99)   -6.95   (m)                       GP(       ) 4 1
 DD3396  NAD 83(1986)-  33 53 45.33861(N)    079 48 15.24440(W) AD(       ) 1
 DD3396  NAD 83(1986)-  33 53 45.33865(N)    079 48 15.24755(W) AD(       ) 2
 DD3396  NAD 27      -  33 53 44.75520(N)    079 48 15.99646(W) AD(       ) 2
 DD3396  NGVD 29 (07/19/86)   26.0    (m)           85.     (f) VERT ANG       
 DD3396
 DD3396.Superseded values are not recommended for survey control.
 DD3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3396.See file dsdata.txt to determine how the superseded data were derived.
 DD3396
 DD3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1056451260(NAD 83)
 DD3396_MARKER: DD = SURVEY DISK
 DD3396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3396_SP_SET: CONCRETE POST
 DD3396_STAMPING: 021 067 AZ MK 1981
 DD3396_MARK LOGO: SCGS  
 DD3396_PROJECTION: RECESSED 3 CENTIMETERS
 DD3396_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3396+STABILITY: SURFACE MOTION
 DD3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3396+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 DD3396
 DD3396  HISTORY     - Date     Condition        Report By
 DD3396  HISTORY     - 1981     MONUMENTED       SCGS
 DD3396  HISTORY     - 19930920 GOOD             SCGS
 DD3396  HISTORY     - 19960924 GOOD             SCGS
 DD3396  HISTORY     - 20041207 GOOD             SCGS
 DD3396
 DD3396                          STATION DESCRIPTION
 DD3396
 DD3396'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3396'STATION IS LOCATED 3.4 MILES (5.5 KM) NORTHWEST OF LAKE CITY.
 DD3396'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3396'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3396'JUNCTION OF U.S. HIGHWAYS 52, 378 BUSINESS AND STATE HIGHWAY 341 IN
 DD3396'LAKE CITY, GO WEST NORTHWEST ON HIGHWAYS 341 AND 378 BUSINESS FOR 2.1
 DD3396'MILES (3.4 KM) TO THE JUNCTION OF U.S. HIGHWAY 378, CONTINUE ON
 DD3396'HIGHWAYS 378 AND 341 FOR 0.05 MILE (0.08 KM) TO A FORK (HIGHWAY 341
 DD3396'BEARS RIGHT), BEAR RIGHT ON HIGHWAY 341 FOR 0.65 MILE (1.05 KM) TO
 DD3396'THE STATION ON THE LEFT NEAR A POWER POLE NUMBER 61. STATION IS A
 DD3396'CONCRETE POST FLUSH WITH THE GROUND, 11.8 METERS (38.7 FT) WEST OF
 DD3396'THE CENTER OF THE HIGHWAY, 26.6 METERS (87.3 FT) SOUTH OF THE CENTER
 DD3396'OF A DIRT ROAD, 1.8 METERS (5.9 FT) EAST OF THE POWER POLE, 0.9 METER
 DD3396'(3.0 FT) NORTHEAST OF A WITNESS POST.
 DD3396
 DD3396                          STATION RECOVERY (1996)
 DD3396
 DD3396'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3396'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTHWEST OF LAKE CITY, 20.85
 DD3396'MILES (33.55 KM) SOUTH OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3396'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3396'803-737-1350.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 DD3396'U.S.  HIGHWAY 378 (TURBEVILLE HIGHWAY) AND STATE HIGHWAY 341 (OLANTA
 DD3396'HIGHWAY) , 2.6 MILES (4.2 KM) NORTHWEST OF LAKE CITY, GO NORTHWEST ON
 DD3396'HIGHWAY 341 FOR 0.7 MILE (1.1 KM) TO THE STATION NEAR A POWER POLE IN
 DD3396'THE SOUTH ANGLE OF A SAND ROAD (CHATWOOD ROAD) LEFT.  STATION IS A
 DD3396'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 2.0 FEET (0.6 M) BELOW
 DD3396'THE HIGHWAY, 38.9 FEET (11.9 M) WEST SOUTHWEST OF THE CENTER OF THE
 DD3396'HIGHWAY, 6.5 FEET (2.0 M) EAST NORTHEAST OF THE POWER POLE 61/B07BR
 DD3396'WITH GUY WIRE AND A TRANSFORMER, 74.7 FEET (22.8 M) SOUTH SOUTHEAST OF
 DD3396'THE SOUTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH CHATWOOD
 DD3396'ROAD, 2.5 FEET (0.8 M) NORTHWEST OF A WITNESS POST. RECOVERED BY R.W.
 DD3396'ROBERTS.
 DD3396
 DD3396                          STATION RECOVERY (2004)
 DD3396
 DD3396'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3396'STATION IS LOCATED 3.3 MILES WEST NORTHWEST OF LAKE CITY, 20.8 MILES
 DD3396'SOUTH OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DD3396'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE
 DD3396'STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 (TURBEVILLE  HIGHWAY)
 DD3396'AND STATE HIGHWAY 341 (OLANTA HIGHWAY), 2.65 MILES WEST NORTHWEST OF
 DD3396'LAKE CITY, GO NORTHWEST ON HIGHWAY 341 FOR 0.7 MILE TO THE STATION ON
 DD3396'THE LEFT  NEAR A POWER POLE IN THE SOUTH ANGLE OF THE JUNCTION OF A
 DD3396'SAND ROAD LEFT  (SOUTH CHATWOOD ROAD). STATION IS A CONCRETE POST
 DD3396'RECESSED 0.1 FOOT AND 0.5 FOOT BELOW THE HIGHWAY, 5.9  FEET EAST OF
 DD3396'THE POWER POLE 61/B07BR WITH TWO GUY WIRES AND A TRANSFORMER, 39.1
 DD3396'FEET WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.3 FEET NORTH
 DD3396'NORTHWEST OF  A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH
 DD3396'SURVEY STATION 021 067. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3292 ***********************************************************************
 DD3292  DESIGNATION -  021 068
 DD3292  PID         -  DD3292
 DD3292  STATE/COUNTY-  SC/FLORENCE
 DD3292  USGS QUAD   -  SCRANTON (1990)
 DD3292
 DD3292                         *CURRENT SURVEY CONTROL
 DD3292  ___________________________________________________________________
 DD3292* NAD 83(2001)-  33 54 49.67418(N)    079 41 52.75425(W)     ADJUSTED  
 DD3292* NAVD 88     -        22.4    (meters)      73.     (feet)  GPS OBS   
 DD3292  ___________________________________________________________________
 DD3292  X           -     947,582.874 (meters)                     COMP
 DD3292  Y           -  -5,213,170.767 (meters)                     COMP
 DD3292  Z           -   3,538,509.871 (meters)                     COMP
 DD3292  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 DD3292  ELLIP HEIGHT-         -10.27  (meters)          (03/13/03) GPS OBS
 DD3292  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DD3292
 DD3292  HORZ ORDER  -  FIRST
 DD3292  ELLP ORDER  -  FOURTH    CLASS II
 DD3292
 DD3292.The horizontal coordinates were established by GPS observations
 DD3292.and adjusted by the National Geodetic Survey in March 2003..
 DD3292
 DD3292.The orthometric height was determined by GPS observations and a
 DD3292.high-resolution geoid model.
 DD3292
 DD3292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3292
 DD3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3292
 DD3292.The ellipsoidal height was determined by GPS observations
 DD3292.and is referenced to NAD 83.
 DD3292
 DD3292.The geoid height was determined by GEOID03.
 DD3292
 DD3292;                    North         East     Units Scale Factor Converg.
 DD3292;SPC SC       -   231,473.560   729,980.594   MT  0.99980272   +0 43 18.6
 DD3292;SPC SC       -   759,427.69  2,394,949.46   iFT  0.99980272   +0 43 18.6
 DD3292;UTM  17      - 3,753,361.300   620,363.312   MT  0.99977859   +0 43 35.5
 DD3292
 DD3292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3292!SPC SC       -   1.00000161  x   0.99980272  =   0.99980433
 DD3292!UTM  17      -   1.00000161  x   0.99977859  =   0.99978020
 DD3292
 DD3292|---------------------------------------------------------------------|
 DD3292| PID    Reference Object                     Distance      Geod. Az  |
 DD3292|                                                           dddmmss.s |
 DD3292| DD3694 021 068 RM 1                         10.068 METERS 04534     |
 DD3292| DD3293 021 068 AZ MK                       451.026 METERS 2364209.2 |
 DD3292|---------------------------------------------------------------------|
 DD3292
 DD3292                          SUPERSEDED SURVEY CONTROL
 DD3292
 DD3292  NAD 83(1995)-  33 54 49.67428(N)    079 41 52.75423(W) AD(       ) 1
 DD3292  ELLIP H (12/20/99)  -10.27   (m)                       GP(       ) 4 1
 DD3292  NAD 83(1986)-  33 54 49.68457(N)    079 41 52.75698(W) AD(       ) 1
 DD3292  NAD 83(1986)-  33 54 49.68678(N)    079 41 52.77286(W) AD(       ) 2
 DD3292  NAD 27      -  33 54 49.09590(N)    079 41 53.54096(W) AD(       ) 2
 DD3292  NGVD 29 (07/19/86)   22.6    (m)           74.     (f) VERT ANG       
 DD3292
 DD3292.Superseded values are not recommended for survey control.
 DD3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3292.See file dsdata.txt to determine how the superseded data were derived.
 DD3292
 DD3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2036353361(NAD 83)
 DD3292_MARKER: DD = SURVEY DISK
 DD3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3292_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3292_STAMPING: HORZ 021 068 1981
 DD3292_MARK LOGO: SCGS  
 DD3292_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3292+STABILITY: SURFACE MOTION
 DD3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3292+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1996
 DD3292
 DD3292  HISTORY     - Date     Condition        Report By
 DD3292  HISTORY     - 1982     MONUMENTED       SCGS
 DD3292  HISTORY     - 19960821 GOOD             SCGS
 DD3292
 DD3292                          STATION DESCRIPTION
 DD3292
 DD3292'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3292'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHEAST OF COWARD,
 DD3292'ABOUT 6.4 KM (4.0 MI) NORTHEAST OF LAKE CITY, IS ON THE GROUNDS OF AN
 DD3292'OLD SCHOOL.
 DD3292'
 DD3292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 AND STATE
 DD3292'HIGHWAYS 341 AND 52 IN LAKE CITY, GO EASTERLY ON U.S. HIGHWAY 378 FOR
 DD3292'1.0 KM (0.6 MI) , TURN LEFT, GO NORTHEAST ON U.S. HIGHWAY 378 FOR 7.4
 DD3292'KM (4.6 MI) TO THE OLD SCHOOL HOUSE AND STATION ON LEFT.
 DD3292'
 DD3292'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3292'---021 068 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3292'CM IN DIAMETER RECESSED 4 INCHES BELOW THE GROUND
 DD3292'LOCATED  2.1 METERS W FROM THE THE WEST CORNER OF SCHOOL
 DD3292'HOUSE,  2.0 METERS W FROM THE METAL WITNESS POST, 59.3 METERS SE FROM
 DD3292'THE CENTER OF HIGHWAY 378, 48.8 METERS SE FROM A POWER LINE POLE THAT
 DD3292'IS GUIDE, AND 10.4 METERS SW FROM THE THE SOUTHWEST CORNER OF THE
 DD3292'STAIRCASE.
 DD3292'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3292'DISK STAMPED---021 068 1981---SET INTO AN IRREGULAR MASS OF
 DD3292'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3292'
 DD3292'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3292'DISK STAMPED---RM 1 021 068 1981---SET INTO THE TOP OF A ROUND
 DD3292'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3292'0.5 METERS S FROM THE THE SOUTHWEST CORNER OF THE STAIRCASE,  8.5
 DD3292'METERS NNE FROM THE THE METAL WITNESS POST, 58.5 METERS SE FROM THE
 DD3292'THE CENTER OF HIGHWAY 378, 54.7 METERS ESE FROM A GUIDE POWER LINE
 DD3292'POLE, AND IS LEVEL WITH THE STATION.
 DD3292'
 DD3292'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3292'STAMPED---AZ MK 021 068 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3292'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.9 METERS
 DD3292'E FROM THE METAL WITNESS POST, 11.7 METERS SE FROM THE CENTER OF
 DD3292'HIGHWAY 378, 60.0 METERS WSW FROM THE CENTER OF DRIVEWAY, AND 20.4
 DD3292'METERS W FROM THE RIGHT TURN SIGN.
 DD3292'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 DD3292'HIGHWAY 378 FOR 0.5 KM (0.3 MI) TO THE MARK ON LEFT.
 DD3292
 DD3292                          STATION RECOVERY (1996)
 DD3292
 DD3292'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3292'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTHEAST OF LAKE CITY, 19.7
 DD3292'MILES (31.7 KM) SOUTH SOUTHEAST OF FLORENCE.  OWNERSHIP--1098 MYRTLE
 DD3292'BEACH HIGHWAY.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3292'378 BUSINESS (MYRTLE BEACH HIGHWAY) AND U.S.  HIGHWAY 378 BYPASS, 1.9
 DD3292'MILES (3.1 KM) NORTHEAST OF LAKE CITY, GO NORTHEAST ON HIGHWAY 378 FOR
 DD3292'2.35 MILES (3.78 KM) TO THE JUNCTION OF STATE ROAD 555 (MCKNIGHT ROAD)
 DD3292', CONTINUE ON HIGHWAY 378 FOR 0.2 MILE (0.3 KM) TO A SAND DRIVEWAY
 DD3292'RIGHT LEADING TO A BRICK HOUSE, TURN RIGHT ON THE DRIVEWAY FOR 0.05
 DD3292'MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A COLLAPSED BRICK
 DD3292'SCHOOL BUILDING.  STATION IS A CONCRETE POST RECESSED 0.4 FOOT (12.2
 DD3292'CM) AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 111.8 FEET (34.1 M) SOUTH
 DD3292'SOUTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 31.0
 DD3292'FEET (9.4 M) NORTH OF THE NORTH CORNER OF A CONCRETE SLAB (FOUNDATION
 DD3292'FOR HALF-BUILT GARAGE, 194.2 FEET (59.2 M) SOUTH SOUTHEAST OF THE
 DD3292'CENTER OF THE HIGHWAY, 15.5 FEET (4.7 M) NORTHEAST OF THE CENTER OF A
 DD3292'DIRT GRASSY ROAD LEADING EAST SOUTHEAST TO AN ABANDONED BARN, 160.0
 DD3292'FEET (48.8 M) EAST SOUTHEAST OF A POWER POLE WITH THREE GUY WIRES,
 DD3292'125.5 FEET (38.3 M) SOUTHWEST OF THE CENTER OF A SAND DRIVEWAY LEADING
 DD3292'SOUTHEAST TO THE BRICK HOUSE BY ABANDONED CARS, 1.0 FOOT (0.3 M) WEST
 DD3292'OF A WITNESS POST.  RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3293 ***********************************************************************
 DD3293  DESIGNATION -  021 068 AZ MK
 DD3293  PID         -  DD3293
 DD3293  STATE/COUNTY-  SC/FLORENCE
 DD3293  USGS QUAD   -  SCRANTON (1990)
 DD3293
 DD3293                         *CURRENT SURVEY CONTROL
 DD3293  ___________________________________________________________________
 DD3293* NAD 83(2001)-  33 54 41.63772(N)    079 42 07.42907(W)     ADJUSTED  
 DD3293* NAVD 88     -        22.2    (meters)      73.     (feet)  VERTCON   
 DD3293  ___________________________________________________________________
 DD3293  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DD3293  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DD3293
 DD3293  HORZ ORDER  -  SECOND
 DD3293
 DD3293.The horizontal coordinates were established by classical geodetic methods
 DD3293.and adjusted by the National Geodetic Survey in March 2004..
 DD3293
 DD3293.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3293
 DD3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3293
 DD3293.The geoid height was determined by GEOID03.
 DD3293
 DD3293;                    North         East     Units Scale Factor Converg.
 DD3293;SPC SC       -   231,221.274   729,606.836   MT  0.99980256   +0 43 10.5
 DD3293;SPC SC       -   758,599.98  2,393,723.22   iFT  0.99980256   +0 43 10.5
 DD3293;UTM  17      - 3,753,108.990   619,989.583   MT  0.99977748   +0 43 27.2
 DD3293
 DD3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3293!SPC SC       -   1.00000164  x   0.99980256  =   0.99980420
 DD3293!UTM  17      -   1.00000164  x   0.99977748  =   0.99977912
 DD3293
 DD3293                          SUPERSEDED SURVEY CONTROL
 DD3293
 DD3293  NAD 83(1986)-  33 54 41.64827(N)    079 42 07.43193(W) AD(       ) 2
 DD3293  NAD 83(1986)-  33 54 41.65026(N)    079 42 07.44763(W) AD(       ) 2
 DD3293  NAD 27      -  33 54 41.05960(N)    079 42 08.21563(W) AD(       ) 2
 DD3293  NGVD 29 (07/19/86)   22.5    (m)           74.     (f) VERT ANG       
 DD3293
 DD3293.Superseded values are not recommended for survey control.
 DD3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3293.See file dsdata.txt to determine how the superseded data were derived.
 DD3293
 DD3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1999053109(NAD 83)
 DD3293_MARKER: DD = SURVEY DISK
 DD3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3293_SP_SET: CONCRETE POST
 DD3293_STAMPING: AZ MK 021 068 1981
 DD3293_MARK LOGO: SCGS  
 DD3293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3293+STABILITY: SURFACE MOTION
 DD3293
 DD3293  HISTORY     - Date     Condition        Report By
 DD3293  HISTORY     - 1981     MONUMENTED       SCGS
 DD3293  HISTORY     - 19930920 GOOD             SCGS
 DD3293
 DD3293                          STATION DESCRIPTION
 DD3293
 DD3293'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3293'STATION IS LOCATED 2.5 MILES (4.0 KM) EAST OF SCRANTON, 4.0 MILES
 DD3293'(6.4 KM) NORTHEAST OF LAKE CITY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3293'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3293'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3293'378 AND 378 BUSINESS, 1.9 MILES (3.1 KM) NORTHEAST OF LAKE CITY, GO
 DD3293'NORTHEAST ON HIGHWAY 378 FOR 2.15 MILES (3.46 KM) TO THE JUNCTION OF
 DD3293'STATE ROAD 47, CONTINUE ON HIGHWAY 378 FOR 0.2 MILE (0.3 KM) TO THE
 DD3293'STATION ON THE RIGHT NEAR A RIGHT TURN SIGN, 0.1 MILE (0.2 KM)
 DD3293'SOUTHWEST OF THE JUNCTION OF STATE ROAD 555. STATION IS A CONCRETE
 DD3293'POST FLUSH WITH THE GROUND, 0.9 METER (3.0 FT) EAST OF A WITNESS
 DD3293'POST, 11.7 METERS (38.4 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 DD3293'60.0 METERS (196.8 FT) WEST SOUTHWEST OF THE CENTER OF THE DRIVEWAY,
 DD3293'20.4 METERS (66.9 FT) WEST OF THE RIGHT TURN SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3398 ***********************************************************************
 DD3398  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3398  DESIGNATION -  021 070
 DD3398  PID         -  DD3398
 DD3398  STATE/COUNTY-  SC/FLORENCE
 DD3398  USGS QUAD   -  MILL BAY (1990)
 DD3398
 DD3398                         *CURRENT SURVEY CONTROL
 DD3398  ___________________________________________________________________
 DD3398* NAD 83(2001)-  33 54 45.15028(N)    079 51 02.97901(W)     ADJUSTED  
 DD3398* NAVD 88     -        29.48   (meters)      96.7    (feet)  GPS OBS   
 DD3398  ___________________________________________________________________
 DD3398  X           -     933,687.823 (meters)                     COMP
 DD3398  Y           -  -5,215,762.495 (meters)                     COMP
 DD3398  Z           -   3,538,398.285 (meters)                     COMP
 DD3398  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DD3398  ELLIP HEIGHT-          -2.94  (meters)          (06/10/05) GPS OBS
 DD3398  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DD3398
 DD3398  HORZ ORDER  -  FIRST
 DD3398  ELLP ORDER  -  FOURTH    CLASS II
 DD3398
 DD3398.The horizontal coordinates were established by GPS observations
 DD3398.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3398
 DD3398.The orthometric height was determined by GPS observations and a
 DD3398.high-resolution geoid model using precise GPS observation and
 DD3398.processing techniques.
 DD3398
 DD3398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3398
 DD3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3398
 DD3398.The ellipsoidal height was determined by GPS observations
 DD3398.and is referenced to NAD 83.
 DD3398
 DD3398.The geoid height was determined by GEOID03.
 DD3398
 DD3398;                    North         East     Units Scale Factor Converg.
 DD3398;SPC SC       -   231,166.627   715,851.570   MT  0.99980263   +0 38 13.6
 DD3398;SPC SC       -   758,420.69  2,348,594.39   iFT  0.99980263   +0 38 13.6
 DD3398;UTM  17      - 3,753,053.294   606,234.936   MT  0.99973913   +0 38 28.4
 DD3398
 DD3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3398!SPC SC       -   1.00000046  x   0.99980263  =   0.99980309
 DD3398!UTM  17      -   1.00000046  x   0.99973913  =   0.99973959
 DD3398
 DD3398|---------------------------------------------------------------------|
 DD3398| PID    Reference Object                     Distance      Geod. Az  |
 DD3398|                                                           dddmmss.s |
 DD3398| DD3695 021 070 RM 1                          8.273 METERS 07858     |
 DD3398| DD3400 021 070 AZ MK                       480.334 METERS 2783250.0 |
 DD3398|---------------------------------------------------------------------|
 DD3398
 DD3398                          SUPERSEDED SURVEY CONTROL
 DD3398
 DD3398  NAD 83(2001)-  33 54 45.15069(N)    079 51 02.97938(W) AD(       ) 1
 DD3398  ELLIP H (03/13/03)   -2.93   (m)                       GP(       ) 4 2
 DD3398  NAD 83(1995)-  33 54 45.15081(N)    079 51 02.97936(W) AD(       ) 1
 DD3398  ELLIP H (12/20/99)   -2.93   (m)                       GP(       ) 4 1
 DD3398  NAD 83(1986)-  33 54 45.16142(N)    079 51 02.98110(W) AD(       ) 1
 DD3398  NAD 83(1986)-  33 54 45.16464(N)    079 51 02.98016(W) AD(       ) 2
 DD3398  NAD 27      -  33 54 44.58244(N)    079 51 03.72212(W) AD(       ) 2
 DD3398  NGVD 29 (07/19/86)   28.1    (m)           92.     (f) VERT ANG       
 DD3398
 DD3398.Superseded values are not recommended for survey control.
 DD3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3398.See file dsdata.txt to determine how the superseded data were derived.
 DD3398
 DD3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0623553053(NAD 83)
 DD3398_MARKER: DD = SURVEY DISK
 DD3398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3398_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3398_STAMPING: HORZ 021 070 1981
 DD3398_MARK LOGO: SCGS  
 DD3398_PROJECTION: RECESSED 3 CENTIMETERS
 DD3398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3398+STABILITY: SURFACE MOTION
 DD3398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3398+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 DD3398
 DD3398  HISTORY     - Date     Condition        Report By
 DD3398  HISTORY     - 1981     MONUMENTED       SCGS
 DD3398  HISTORY     - 19960924 GOOD             SCGS
 DD3398  HISTORY     - 20041207 GOOD             SCGS
 DD3398
 DD3398                          STATION DESCRIPTION
 DD3398
 DD3398'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3398'THE STATION IS LOCATED ABOUT 13.7 KM (8.0 MI) NORTH-NORTHWEST OF
 DD3398'CADES, ABOUT 8.0 KM (5.0 MI) WEST OF LAKE CITY, IS ON THE
 DD3398'RIGHT-OF-WAY OF COUNTY ROAD 341.  FOR INFORMATION CONTACT--  GEORGE
 DD3398'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD3398'29202, PHONE (803) 758-3414.
 DD3398'
 DD3398'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 378,
 DD3398'AND STATE HIGHWAY 341 IN LAKE CITY, GO WEST ON HIGHWAYS 341 AND 378
 DD3398'FOR 3.5 KM (2.2 MI) TO A FORK.  KEEP RIGHT, EASTERLY, ON STATE
 DD3398'HIGHWAY 341 FOR 3.7 KM (2.3 MI) TO STATION ON RIGHT, ABOUT 492 MI
 DD3398'(150 FEET) BEFORE REACHING A MOBILE HOME.
 DD3398'
 DD3398'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3398'---021 070 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5
 DD3398'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 13.2 METERS S FROM THE
 DD3398'CENTER LINE HIGHWAY 341, 11.1 METERS E FROM THE CENTER OF DRIVEWAY,
 DD3398'7.9 METERS W FROM THE CONCRETE CULVERT, 18.0 METERS NW FROM THE POWER
 DD3398'POLE, AND  0.8 METERS ESE FROM THE METAL WITNESS POST.
 DD3398'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3398'DISK STAMPED---021 070 1981---SET INTO AN IRREGULAR MASS OF
 DD3398'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3398'
 DD3398'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3398'DISK STAMPED---020 070 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3398'CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3398'11.3 METERS S FROM THE CENTER LINE HIGHWAY 341,  2.7 METERS W FROM
 DD3398'THE CENTER OF DRIVEWAY, 16.2 METERS N FROM THE POWER POLE,  8.8
 DD3398'METERS E FROM THE METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD3398'
 DD3398'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3398'STAMPED---021 070 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3398'MONUMENT 30.5 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.8
 DD3398'METERS SE FROM THE SOUTHEAST CORNER OF TOBACCO BARN, 11.4 METERS N
 DD3398'FROM THE CENTER LINE HIGHWAY 341,  1.1 METERS S FROM THE METAL
 DD3398'WITNESS POST, AND 14.6 METERS E FROM THE POWER LINE POLE NO 165.
 DD3398'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 341
 DD3398'FOR 0.30 MILE TO CURVE IN ROAD AND MARK ON RIGHT.
 DD3398
 DD3398                          STATION RECOVERY (1996)
 DD3398
 DD3398'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3398'STATION IS LOCATED 6.1 MILES (9.8 KM) NORTHWEST OF LAKE CITY, 20.2
 DD3398'MILES (32.5 KM) SOUTH SOUTHWEST OF FLORENCE.  OWNERSHIP--UNKNOWN.  TO
 DD3398'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 341 (OLANTA
 DD3398'HIGHWAY) AND 403 (BETHEL ROAD) , 4.1 MILES (6.6 KM) NORTHWEST OF LAKE
 DD3398'CITY, GO WEST NORTHWEST ON HIGHWAY 341 FOR 2.4 MILES (3.9 KM) TO THE
 DD3398'STATION NEAR A METAL POLE AT THE WESTERN MOST DRIVEWAY LEADING TO A
 DD3398'MOBILE HOME NUMBER 2233.  STATION IS A CONCRETE POST FLUSH WITH THE
 DD3398'GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 42.8 FEET (13.0 M)
 DD3398'SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.8 FEET (0.9 M) SOUTH
 DD3398'SOUTHEAST OF THE 3.5-FOOT TALL METAL POLE, 26.9 FEET (8.2 M) WEST OF
 DD3398'SURVEY STATION 021 070 RM 1, 25.9 FEET (7.9 M) WEST OF THE WEST END OF
 DD3398'A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE WESTERN MOST DRIVEWAY,
 DD3398'70.2 FEET (21.4 M) NORTH OF A POWER POLE XHD80/4 WITH A TRANSFORMER.
 DD3398'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 021 070 AZ MK.
 DD3398'RECOVERED BY R.W.  ROBERTS.
 DD3398
 DD3398                          STATION RECOVERY (2004)
 DD3398
 DD3398'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3398'STATION IS LOCATED 4.95 MILES EAST SOUTHEAST OF OLANTA, 20.15 MILES
 DD3398'SOUTH SOUTHWEST OF  FLORENCE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3398'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DD3398'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DD3398'403 (NORTH BETHEL ROAD)  AND 341 (OLANTA HIGHWAY), 3.95 MILES
 DD3398'NORTHWEST OF LAKE CITY, GO NORTHWEST ON  HIGHWAY 341 FOR 2.35 MILES TO
 DD3398'THE STATION ON THE LEFT IN THE SOUTHWEST ANGLE OF THE  SECOND DRIVEWAY
 DD3398'LEFT TO A MOBILE HOME NUMBER 2328. STATION IS A CONCRETE POST RECESSED
 DD3398'0.1 FOOT AND LEVEL WITH THE HIGHWAY, 43.8 FEET  SOUTH OF THE CENTER OF
 DD3398'THE HIGHWAY, 26.8 FEET WEST OF SURVEY STATION 021 070 RM 1, 25.9  FEET
 DD3398'WEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DD3398'WEST  ASPHALT DRIVEWAY SKIRT, 2.4 FEET SOUTHEAST OF A METAL POST
 DD3398'PROJECTING 4.0 FEET, 70.1  FEET NORTH OF A POWER POLE XH080/4 WITH A
 DD3398'TRANSFORMER. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 021
 DD3398'070 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3400 ***********************************************************************
 DD3400  DESIGNATION -  021 070 AZ MK
 DD3400  PID         -  DD3400
 DD3400  STATE/COUNTY-  SC/FLORENCE
 DD3400  USGS QUAD   -  MILL BAY (1990)
 DD3400
 DD3400                         *CURRENT SURVEY CONTROL
 DD3400  ___________________________________________________________________
 DD3400* NAD 83(2001)-  33 54 47.46688(N)    079 51 21.46972(W)     ADJUSTED  
 DD3400* NAVD 88     -        29.7    (meters)      97.     (feet)  GPS OBS   
 DD3400  ___________________________________________________________________
 DD3400  X           -     933,213.270 (meters)                     COMP
 DD3400  Y           -  -5,215,807.162 (meters)                     COMP
 DD3400  Z           -   3,538,457.649 (meters)                     COMP
 DD3400  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DD3400  ELLIP HEIGHT-          -2.71  (meters)          (03/13/03) GPS OBS
 DD3400  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DD3400
 DD3400  HORZ ORDER  -  FIRST
 DD3400  ELLP ORDER  -  FOURTH    CLASS II
 DD3400
 DD3400.The horizontal coordinates were established by GPS observations
 DD3400.and adjusted by the National Geodetic Survey in March 2003..
 DD3400
 DD3400.The orthometric height was determined by GPS observations and a
 DD3400.high-resolution geoid model.
 DD3400
 DD3400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3400
 DD3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3400
 DD3400.The ellipsoidal height was determined by GPS observations
 DD3400.and is referenced to NAD 83.
 DD3400
 DD3400.The geoid height was determined by GEOID03.
 DD3400
 DD3400;                    North         East     Units Scale Factor Converg.
 DD3400;SPC SC       -   231,232.718   715,375.901   MT  0.99980268   +0 38 03.3
 DD3400;SPC SC       -   758,637.53  2,347,033.80   iFT  0.99980268   +0 38 03.3
 DD3400;UTM  17      - 3,753,119.346   605,759.293   MT  0.99973788   +0 38 18.1
 DD3400
 DD3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3400!SPC SC       -   1.00000043  x   0.99980268  =   0.99980311
 DD3400!UTM  17      -   1.00000043  x   0.99973788  =   0.99973831
 DD3400
 DD3400:                Primary Azimuth Mark                     Grid Az
 DD3400:SPC SC       -  021 070                                  097 54 36.4
 DD3400:UTM  17      -  021 070                                  097 54 21.6
 DD3400
 DD3400|---------------------------------------------------------------------|
 DD3400| PID    Reference Object                     Distance      Geod. Az  |
 DD3400|                                                           dddmmss.s |
 DD3400| DD3398 021 070                             480.334 METERS 0983239.7 |
 DD3400|---------------------------------------------------------------------|
 DD3400
 DD3400                          SUPERSEDED SURVEY CONTROL
 DD3400
 DD3400  NAD 83(1995)-  33 54 47.46702(N)    079 51 21.46970(W) AD(       ) 1
 DD3400  ELLIP H (12/20/99)   -2.72   (m)                       GP(       ) 4 1
 DD3400  NAD 83(1986)-  33 54 47.47778(N)    079 51 21.47121(W) AD(       ) 1
 DD3400  NAD 83(1986)-  33 54 47.48143(N)    079 51 21.47231(W) AD(       ) 2
 DD3400  NAD 27      -  33 54 46.89932(N)    079 51 22.21373(W) AD(       ) 2
 DD3400  NGVD 29 (07/19/86)   28.3    (m)           93.     (f) VERT ANG       
 DD3400
 DD3400.Superseded values are not recommended for survey control.
 DD3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3400.See file dsdata.txt to determine how the superseded data were derived.
 DD3400
 DD3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0575953119(NAD 83)
 DD3400_MARKER: DD = SURVEY DISK
 DD3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3400_SP_SET: CONCRETE POST
 DD3400_STAMPING: 021 070 AZ MK 1981
 DD3400_MARK LOGO: SCGS  
 DD3400_PROJECTION: RECESSED 3 CENTIMETERS
 DD3400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3400+STABILITY: SURFACE MOTION
 DD3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3400+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 DD3400
 DD3400  HISTORY     - Date     Condition        Report By
 DD3400  HISTORY     - 1981     MONUMENTED       SCGS
 DD3400  HISTORY     - 19930920 GOOD             SCGS
 DD3400  HISTORY     - 19960924 GOOD             SCGS
 DD3400  HISTORY     - 20041207 GOOD             SCGS
 DD3400
 DD3400                          STATION DESCRIPTION
 DD3400
 DD3400'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3400'STATION IS LOCATED 8.0 MILES (12.9 KM) NORTH NORTHWEST OF CADES, 5.0
 DD3400'MILES (8.0 KM) WEST OF LAKE CITY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3400'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3400'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3400'378, 378 BUSINESS AND STATE HIGHWAY 341, 2.6 MILES (4.2 KM) NORTHWEST
 DD3400'OF LAKE CITY, GO WEST NORTHWEST ON HIGHWAY 341 FOR 2.6 MILES
 DD3400'(4.2 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE NUMBER 165.
 DD3400'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 17.8 METERS
 DD3400'(58.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE TOBACCO BARN, 11.4
 DD3400'METERS (37.4 FT) NORTH OF THE CENTER OF THE HIGHWAY, 1.1 METERS
 DD3400'(3.6 FT) SOUTH OF A WITNESS POST, 14.6 METERS (47.9 FT) EAST OF THE
 DD3400'POWER POLE.
 DD3400
 DD3400                          STATION RECOVERY (1996)
 DD3400
 DD3400'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3400'STATION IS LOCATED 6.5 MILES (10.5 KM) WEST NORTHWEST OF LAKE CITY,
 DD3400'20.3 MILES (32.7 KM) SOUTH SOUTHWEST OF FLORENCE.  OWNERSHIP--SCDOT,
 DD3400'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3400'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3400'HIGHWAYS 341 (OLANTA HIGHWAY) AND 403 (BETHEL ROAD) , 4.1 MILES (6.6
 DD3400'KM) NORTHWEST OF LAKE CITY, GO WEST NORTHWEST ON HIGHWAY 341 FOR 2.7
 DD3400'MILES (4.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION
 DD3400'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M)
 DD3400'BELOW THE HIGHWAY, 37.2 FEET (11.3 M) NORTH NORTHEAST OF THE CENTER OF
 DD3400'THE HIGHWAY, 11.2 FEET (3.4 M) SOUTH SOUTHEAST OF THE SOUTHEAST END OF
 DD3400'A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A GRASSY FIELD ACCESS ROAD,
 DD3400'47.5 FEET (14.5 M) SOUTHEAST OF THE POWER POLE 165/CB42BR WITH THREE
 DD3400'GUY WIRES, 108.2 FEET (33.0 M) EAST SOUTHEAST OF THE EXTENDED CENTER
 DD3400'OF A SAND ROAD (LOCKLAIR ROAD) , 20.1 FEET (6.1 M) SOUTH OF A WITNESS
 DD3400'POST.  NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 021 070.
 DD3400'RECOVERED BY R.W.  ROBERTS.
 DD3400
 DD3400                          STATION RECOVERY (2004)
 DD3400
 DD3400'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3400'STATION IS LOCATED 4.65 MILES EAST SOUTHEAST OF OLANTA, 20.2 MILES
 DD3400'SOUTH SOUTHWEST OF  FLORENCE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3400'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DD3400'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DD3400'403 (NORTH BETHEL ROAD)  AND 341 (OLANTA HIGHWAY), 3.95 MILES
 DD3400'NORTHWEST OF LAKE CITY, GO NORTHWEST ON  HIGHWAY 341 FOR 2.65 MILES TO
 DD3400'THE STATION ON THE RIGHT NEAR A GROUP OF LARGE PINE  TREES IN THE
 DD3400'SOUTHEAST ANGLE OF A GRASSY FIELD ACCESS ROAD RIGHT. STATION IS A
 DD3400'CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE HIGHWAY, 37.4 FEET
 DD3400'NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 11.1 FEET SOUTH OF THE
 DD3400'EAST END OF A  1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE FIELD ACCESS
 DD3400'ROAD, 46.8 FEET SOUTHEAST OF  A POWER POLE 165/CB42BR WITH THREE GUY
 DD3400'WIRES, 18.4 FEET SOUTH OF A WITNESS POST. NOTE-STATION IS NOT
 DD3400'INTERVISIBLE WITH SURVEY STATION 021 070. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3279 ***********************************************************************
 DD3279  DESIGNATION -  021 071
 DD3279  PID         -  DD3279
 DD3279  STATE/COUNTY-  SC/FLORENCE
 DD3279  USGS QUAD   -  LAKE CITY EAST (1990)
 DD3279
 DD3279                         *CURRENT SURVEY CONTROL
 DD3279  ___________________________________________________________________
 DD3279* NAD 83(2001)-  33 51 08.17701(N)    079 43 42.11841(W)     ADJUSTED  
 DD3279* NAVD 88     -        21.6    (meters)      71.     (feet)  VERTCON   
 DD3279  ___________________________________________________________________
 DD3279  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DD3279  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DD3279
 DD3279  HORZ ORDER  -  SECOND
 DD3279
 DD3279.The horizontal coordinates were established by classical geodetic methods
 DD3279.and adjusted by the National Geodetic Survey in March 2004..
 DD3279
 DD3279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3279
 DD3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3279
 DD3279.The geoid height was determined by GEOID03.
 DD3279
 DD3279;                    North         East     Units Scale Factor Converg.
 DD3279;SPC SC       -   224,615.874   727,255.937   MT  0.99979873   +0 42 18.0
 DD3279;SPC SC       -   736,928.72  2,386,010.29   iFT  0.99979873   +0 42 18.0
 DD3279;UTM  17      - 3,746,503.599   617,639.214   MT  0.99977060   +0 42 30.4
 DD3279
 DD3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3279!SPC SC       -   1.00000173  x   0.99979873  =   0.99980046
 DD3279!UTM  17      -   1.00000173  x   0.99977060  =   0.99977233
 DD3279
 DD3279|---------------------------------------------------------------------|
 DD3279| PID    Reference Object                     Distance      Geod. Az  |
 DD3279|                                                           dddmmss.s |
 DD3279| DD3696 021 071 RM 1                         13.938 METERS 02959     |
 DD3279| DD3278 021 071 AZ MK                       APPROX. 0.9 KM 1304721.2 |
 DD3279|---------------------------------------------------------------------|
 DD3279
 DD3279                          SUPERSEDED SURVEY CONTROL
 DD3279
 DD3279  NAD 83(1986)-  33 51 08.18751(N)    079 43 42.12142(W) AD(       ) 2
 DD3279  NAD 83(1986)-  33 51 08.18494(N)    079 43 42.12374(W) AD(       ) 2
 DD3279  NAD 27      -  33 51 07.59695(N)    079 43 42.88350(W) AD(       ) 2
 DD3279  NGVD 29 (07/19/86)   21.9    (m)           72.     (f) VERT ANG       
 DD3279
 DD3279.Superseded values are not recommended for survey control.
 DD3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3279.See file dsdata.txt to determine how the superseded data were derived.
 DD3279
 DD3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1763946504(NAD 83)
 DD3279_MARKER: DD = SURVEY DISK
 DD3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3279_STAMPING: HORZ 021 071 1981
 DD3279_MARK LOGO: SCGS  
 DD3279_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3279+STABILITY: SURFACE MOTION
 DD3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3279+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 DD3279
 DD3279  HISTORY     - Date     Condition        Report By
 DD3279  HISTORY     - 1981     MONUMENTED       SCGS
 DD3279  HISTORY     - 19960924 GOOD             SCGS
 DD3279
 DD3279                          STATION DESCRIPTION
 DD3279
 DD3279'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3279'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF LAKE CITY, ON
 DD3279'THE SOUTH SIDE OF STATE HIGHWAY 341 IN THE FRONT LAWN OF THE BROWN
 DD3279'ANIMAL HOSPITAL.
 DD3279'
 DD3279'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 341 AND 378,
 DD3279'GO EASTERLY ON STATE HIGHWAY 341 FOR 3.2 KM (2.0 MI) TO THE BROWN
 DD3279'ANIMAL HOSPITAL AND THE STATION ON RIGHT.
 DD3279'
 DD3279'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3279'---021 071 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3279'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 31.5 METERS SSW FROM THE
 DD3279'CENTER OF U.S. HIGHWAY 341, 23.0 METERS WNW FROM THE NORTHWEST CORNER
 DD3279'BUILDING (BROWN ANIMAL HOSPITAL),  3.0 METERS E FROM THE WOODEN FENCE
 DD3279'AND WITNESS POST,  1.1 METERS NNE FROM THE WOODEN FENCE, AND 22.2
 DD3279'METERS W FROM THE CENTER OF DRIVEWAY.
 DD3279'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3279'DISK STAMPED---021 071 1981---SET INTO AN IRREGULAR MASS OF
 DD3279'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3279'
 DD3279'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3279'DISK STAMPED---021 071 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3279'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3279'7.0 METERS S FROM THE FENCE CORNER, 18.2 METERS SSE FROM THE CENTER
 DD3279'OF U.S. HIGHWAY 341, 23.3 METERS W FROM THE CENTER OF DRIVEWAY, 13.2
 DD3279'METERS NNE FROM THE WITNESS POST,  0.5 METERS E FROM THE WOODEN
 DD3279'FENCE, AND IS LEVEL WITH THE STATION.
 DD3279'
 DD3279'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3279'STAMPED---021 071 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3279'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.7 METERS
 DD3279'N FROM THE CENTER OF U.S. HIGHWAY 341,  7.6 METERS E FROM THE
 DD3279'TELEPHONE JUNCTION BOX,  1.2 METERS W FROM THE POWER LINE POLE, AND
 DD3279'0.6 METERS W FROM THE WITNESS POST.
 DD3279
 DD3279                          STATION RECOVERY (1996)
 DD3279
 DD3279'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3279'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTHEAST OF LAKE CITY, 23.8
 DD3279'MILES (38.3 KM) SOUTH OF FLORENCE.  OWNERSHIP--BROWN ANIMAL HOSPITAL.
 DD3279'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 378 (CHURCH
 DD3279'STREET) AND STATE HIGHWAY 341 (MAIN STREET) IN LAKE CITY, GO SOUTHEAST
 DD3279'ON HIGHWAY 341 FOR 2.1 MILES (3.4 KM) TO THE STATION ON THE RIGHT IN
 DD3279'FRONT OF A MOBILE HOME AND ANIMAL HOSPITAL.  STATION IS A CONCRETE
 DD3279'POST RECESSED 0.2 FOOT (6.1 CM) AND 1.5 FEET (0.5 M) BELOW THE
 DD3279'HIGHWAY, 102.6 FEET (31.3 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 DD3279'75.8 FEET (23.1 M) NORTH OF THE NORTH CORNER OF THE BRICK ANIMAL
 DD3279'HOSPITAL BUILDING, 34.4 FEET (10.5 M) NORTHEAST OF THE NORTHEAST
 DD3279'CORNER OF THE METAL MOBILE HOME, 83.0 FEET (25.3 M) WEST OF THE WEST
 DD3279'CORNER OF A CONCRETE BLOCK HEADWALL FOR THE NORTHWEST END OF A
 DD3279'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A GRAVEL DRIVE, 45.7 FEET (13.9
 DD3279'M) SOUTH SOUTHWEST OF SURVEY STATION 021 071 RM 1, 26.3 FEET (8.0 M)
 DD3279'NORTH NORTHEAST OF A WITNESS POST AT THE TRAILER STEPS. NOTE-STATION
 DD3279'IS INTERVISIBLE WITH SURVEY STATION 021 071 AZ MK. RECOVERED BY R.W.
 DD3279'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3278 ***********************************************************************
 DD3278  DESIGNATION -  021 071 AZ MK
 DD3278  PID         -  DD3278
 DD3278  STATE/COUNTY-  SC/FLORENCE
 DD3278  USGS QUAD   -  LAKE CITY EAST (1990)
 DD3278
 DD3278                         *CURRENT SURVEY CONTROL
 DD3278  ___________________________________________________________________
 DD3278* NAD 83(2001)-  33 50 48.22959(N)    079 43 14.41307(W)     ADJUSTED  
 DD3278* NAVD 88     -        21.4    (meters)      70.     (feet)  GPS OBS   
 DD3278  ___________________________________________________________________
 DD3278  X           -     946,258.828 (meters)                     COMP
 DD3278  Y           -  -5,217,625.200 (meters)                     COMP
 DD3278  Z           -   3,532,333.303 (meters)                     COMP
 DD3278  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 DD3278  ELLIP HEIGHT-         -11.22  (meters)          (03/13/03) GPS OBS
 DD3278  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DD3278
 DD3278  HORZ ORDER  -  FIRST
 DD3278  ELLP ORDER  -  FOURTH    CLASS II
 DD3278
 DD3278.The horizontal coordinates were established by GPS observations
 DD3278.and adjusted by the National Geodetic Survey in March 2003..
 DD3278
 DD3278.The orthometric height was determined by GPS observations and a
 DD3278.high-resolution geoid model.
 DD3278
 DD3278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3278
 DD3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3278
 DD3278.The ellipsoidal height was determined by GPS observations
 DD3278.and is referenced to NAD 83.
 DD3278
 DD3278.The geoid height was determined by GEOID03.
 DD3278
 DD3278;                    North         East     Units Scale Factor Converg.
 DD3278;SPC SC       -   224,010.232   727,975.561   MT  0.99979843   +0 42 33.3
 DD3278;SPC SC       -   734,941.71  2,388,371.26   iFT  0.99979843   +0 42 33.3
 DD3278;UTM  17      - 3,745,898.016   618,358.854   MT  0.99977270   +0 42 45.5
 DD3278
 DD3278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3278!SPC SC       -   1.00000176  x   0.99979843  =   0.99980019
 DD3278!UTM  17      -   1.00000176  x   0.99977270  =   0.99977446
 DD3278
 DD3278                          SUPERSEDED SURVEY CONTROL
 DD3278
 DD3278  NAD 83(1995)-  33 50 48.22968(N)    079 43 14.41307(W) AD(       ) 1
 DD3278  ELLIP H (12/20/99)  -11.23   (m)                       GP(       ) 4 1
 DD3278  NAD 83(1986)-  33 50 48.23959(N)    079 43 14.41640(W) AD(       ) 1
 DD3278  NAD 83(1986)-  33 50 48.23741(N)    079 43 14.41833(W) AD(       ) 2
 DD3278  NAD 27      -  33 50 47.64818(N)    079 43 15.17968(W) AD(       ) 2
 DD3278  NGVD 29 (07/19/86)   21.3    (m)           70.     (f) VERT ANG       
 DD3278
 DD3278.Superseded values are not recommended for survey control.
 DD3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3278.See file dsdata.txt to determine how the superseded data were derived.
 DD3278
 DD3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1835945898(NAD 83)
 DD3278_MARKER: DD = SURVEY DISK
 DD3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3278_SP_SET: CONCRETE POST
 DD3278_STAMPING: 021 071 1981 AZ MK
 DD3278_MARK LOGO: SCGS  
 DD3278_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3278+STABILITY: SURFACE MOTION
 DD3278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3278+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 DD3278
 DD3278  HISTORY     - Date     Condition        Report By
 DD3278  HISTORY     - 1981     MONUMENTED       SCGS
 DD3278  HISTORY     - 19930920 GOOD             SCGS
 DD3278  HISTORY     - 19960924 GOOD             SCGS
 DD3278
 DD3278                          STATION DESCRIPTION
 DD3278
 DD3278'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3278'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTHEAST OF LAKE CITY.
 DD3278'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3278'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3278'JUNCTION OF U.S. HIGHWAY 378 BUSINESS (SOUTH CHURCH STREET) AND STATE
 DD3278'HIGHWAY 341 (EAST MAIN STREET) IN LAKE CITY, GO SOUTHEAST ON HIGHWAY
 DD3278'341 FOR 2.45 MILES (3.94 KM) TO THE JUNCTION OF STATE ROAD 1159,
 DD3278'CONTINUE ON HIGHWAY 341 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE
 DD3278'LEFT NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE
 DD3278'GROUND, 11.7 METERS (38.4 FT) NORTH OF THE CENTER OF THE HIGHWAY, 7.6
 DD3278'METERS (24.9 FT) EAST OF THE TELEPHONE JUNCTION BOX, 1.2 METERS
 DD3278'(3.9 FT) WEST OF THE POWER POLE, 0.6 METER (2.0 FT) WEST OF A WITNESS
 DD3278'POST.
 DD3278
 DD3278                          STATION RECOVERY (1996)
 DD3278
 DD3278'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3278'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTHEAST OF LAKE CITY.
 DD3278'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD3278'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD3278'JUNCTION OF U.S.  HIGHWAY 378 BUSINESS (SOUTH CHURCH STREET) AND STATE
 DD3278'HIGHWAY 341 (EAST MAIN STREET) IN LAKE CITY, GO SOUTHEAST ON HIGHWAY
 DD3278'341 FOR 2.45 MILES (3.94 KM) TO THE JUNCTION OF STATE ROAD 1159
 DD3278'(BRAGDON ROAD) , CONTINUE ON HIGHWAY 341 FOR 0.15 MILE (0.24 KM) TO
 DD3278'THE STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 DD3278'FLUSH WITH THE GROUND, 11.7 METERS (38.4 FT) NORTH OF THE CENTER OF
 DD3278'THE HIGHWAY, 1.2 METERS (3.9 FT) WEST OF THE POWER POLE WITH A SCGS
 DD3278'REFERENCE WASHER ATTACHED, 184.5 FEET (56.2 M) NORTH NORTHWEST OF THE
 DD3278'NORTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE GRAVEL
 DD3278'DRIVEWAY LEADING TO A MASONITE-SIDED HOUSE NUMBER 1336, 3.8 FEET (1.2
 DD3278'M) WEST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DD3278'STATION 021 071.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2260 ***********************************************************************
 DD2260  DESIGNATION -  022 001
 DD2260  PID         -  DD2260
 DD2260  STATE/COUNTY-  SC/GEORGETOWN
 DD2260  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2260
 DD2260                         *CURRENT SURVEY CONTROL
 DD2260  ___________________________________________________________________
 DD2260* NAD 83(2001)-  33 33 23.60518(N)    079 12 57.10238(W)     ADJUSTED  
 DD2260* NAVD 88     -         6.024  (meters)      19.76   (feet)  ADJUSTED  
 DD2260  ___________________________________________________________________
 DD2260  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 DD2260  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DD2260  DYNAMIC HT  -           6.017 (meters)      19.74  (feet)  COMP
 DD2260  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 DD2260
 DD2260  HORZ ORDER  -  SECOND
 DD2260  VERT ORDER  -  FIRST     CLASS II
 DD2260
 DD2260.The horizontal coordinates were established by classical geodetic methods
 DD2260.and adjusted by the National Geodetic Survey in March 2004..
 DD2260
 DD2260.The orthometric height was determined by differential leveling
 DD2260.and adjusted by the National Geodetic Survey in June 1991..
 DD2260
 DD2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2260
 DD2260.The geoid height was determined by GEOID03.
 DD2260
 DD2260.The dynamic height is computed by dividing the NAVD 88
 DD2260.geopotential number by the normal gravity value computed on the
 DD2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2260.degrees latitude (g = 980.6199 gals.).
 DD2260
 DD2260.The modeled gravity was interpolated from observed gravity values.
 DD2260
 DD2260;                    North         East     Units Scale Factor Converg.
 DD2260;SPC SC       -   192,528.742   775,236.675   MT  0.99979558   +0 59 20.9
 DD2260;SPC SC       -   631,655.98  2,543,427.41   iFT  0.99979558   +0 59 20.9
 DD2260;UTM  17      - 3,714,415.333   665,622.993   MT  0.99993819   +0 59 11.1
 DD2260
 DD2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2260!SPC SC       -   1.00000446  x   0.99979558  =   0.99980004
 DD2260!UTM  17      -   1.00000446  x   0.99993819  =   0.99994265
 DD2260
 DD2260:                Primary Azimuth Mark                     Grid Az
 DD2260:SPC SC       -  022 001 AZ MK                            014 37 26.4
 DD2260:UTM  17      -  022 001 AZ MK                            014 37 36.2
 DD2260
 DD2260|---------------------------------------------------------------------|
 DD2260| PID    Reference Object                     Distance      Geod. Az  |
 DD2260|                                                           dddmmss.s |
 DD2260| DD2262 022 001 AZ MK                       APPROX. 1.2 KM 0153647.3 |
 DD2260| DD2261 022 001 RM 1                         23.600 METERS 23249     |
 DD2260|---------------------------------------------------------------------|
 DD2260
 DD2260                          SUPERSEDED SURVEY CONTROL
 DD2260
 DD2260  NAD 83(1986)-  33 33 23.61455(N)    079 12 57.10619(W) AD(       ) 2
 DD2260  NAD 27      -  33 33 23.00354(N)    079 12 57.93903(W) AD(       ) 2
 DD2260  NGVD 29 (03/21/89)    6.330  (m)           20.77   (f) ADJUSTED    1 2
 DD2260
 DD2260.Superseded values are not recommended for survey control.
 DD2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2260.See file dsdata.txt to determine how the superseded data were derived.
 DD2260
 DD2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6562314415(NAD 83)
 DD2260_MARKER: DD = SURVEY DISK
 DD2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2260_SP_SET: CONCRETE POST
 DD2260_STAMPING: HORZ 022 - 001 1981
 DD2260_MARK LOGO: SCGS  
 DD2260_PROJECTION: RECESSED 2 CENTIMETERS
 DD2260_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2260+STABILITY: SURFACE MOTION
 DD2260
 DD2260  HISTORY     - Date     Condition        Report By
 DD2260  HISTORY     - 1981     MONUMENTED       SCGS
 DD2260  HISTORY     - 1987     GOOD             SCGS
 DD2260  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 DD2260
 DD2260                          STATION DESCRIPTION
 DD2260
 DD2260'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2260'THE STATION IS LOCATED AT PLANTERVILLE, ON U.S.
 DD2260'HIGHWAY 701 RIGHT-OF-WAY, IS ON THE EAST SIDE OF U.S. HIGHWAY 701,
 DD2260'ABOUT 115 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF MARGRETS
 DD2260'FABRIC SHOP, ABOUT 4.0 K (2.5 MI) SOUTH-SOUTHEAST OF STATION PLANTER
 DD2260'1932.
 DD2260'
 DD2260'TO REACH THE STATION FROM PLANTERVILLE POST OFFICE GO NORTH ON 701
 DD2260'400 FEET TO STATION ON THE RIGHT.
 DD2260'
 DD2260'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2260'---022-001 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT  30
 DD2260'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  35.1 METERS  SW FROM
 DD2260'OF SOUTHWEST CORNER OF BLOCK BUILDING, 6.8 METERS  E FROM  OF
 DD2260'CENTER OF HIGHWAY 701, 1.0 METERS  N OF A METAL WITNESS
 DD2260'POST, 1.7 METERS  N FROM  OF NORTH ONE OF A ROW OF WHITE POSTS, AND
 DD2260'25.1 METERS  NE OF A POWER LINE POLE.
 DD2260'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2260'DISK STAMPED---022-001 1981---SET INTO AN IRREGULAR MASS OF
 DD2260'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2260'
 DD2260'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2260'DISK STAMPED---022-001 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2260'CONCRETE MONUMENT  30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2260'22.7 METERS SW FROM A METAL WITNESS POST,  7.0 METERS W FROM THE
 DD2260'CENTER OF HIGHWAY,  2.3 METERS E FROM A POWER LINE POLE, AND 29.9
 DD2260'METERS N FROM THE CENTER OF DRIVEWAY.
 DD2260'
 DD2260'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED---022-001
 DD2260'AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT  30 CM IN
 DD2260'DIAMETER FLUSH WITH THE GROUND LOCATED  5.3 METERS W FROM THE CENTER
 DD2260'OF HIGHWAY 701,  0.8 METERS S FROM A METAL WITNESS POST,  5.4 METERS
 DD2260'N FROM A 55 MILES PER HOUR SIGN POST, AND  1.8 METERS W FROM THE WEST
 DD2260'EDGE OF PAVEMENT.
 DD2260'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST ON
 DD2260'U.S.  HIGHWAY 701 FOR 1.1 K (0.7 MI) TO THE MARK ON LEFT.
 DD2260
 DD2260                          STATION RECOVERY (1987)
 DD2260
 DD2260'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2260'21.2 KM (13.2 MI) NNE FROM GEORGETOWN.
 DD2260'21.75 KM (13.5 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2260'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2260'(CHURCH STREET) IN GEORGETOWN TO THE JUNCTION OF STATE ROAD 52 IN
 DD2260'PLANTERSVILLE, CONTINUE 0.1 KM (0.05 MI) NORTH-NORTHEAST ALONG
 DD2260'HIGHWAY 701, SET NEAR A DITCH LINE, 6.8 METERS (22.3 FT)
 DD2260'EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 38.2 METERS (125.3 FT)
 DD2260'WEST OF A POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES, 25.13
 DD2260'METERS (82.4 FT) EAST-NORTHEAST OF A POWER POLE, 40.92 METERS (134.3
 DD2260'FT) SOUTHWEST OF THE SOUTHEAST CORNER OF WOODEN BUILDING WITH A
 DD2260'CONCRETE BLOCK FRONT (MARGARETS FABRIC SHOPPE).
 DD2260'THE MARK IS 0.48 METERS  WNW FROM  A WITNESS POST
 DD2260'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2260
 DD2260                          STATION RECOVERY (1994)
 DD2260
 DD2260'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2262 ***********************************************************************
 DD2262  DESIGNATION -  022 001 AZ MK
 DD2262  PID         -  DD2262
 DD2262  STATE/COUNTY-  SC/GEORGETOWN
 DD2262  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2262
 DD2262                         *CURRENT SURVEY CONTROL
 DD2262  ___________________________________________________________________
 DD2262* NAD 83(2001)-  33 34 00.04676(N)    079 12 44.93751(W)     ADJUSTED  
 DD2262* NAVD 88     -         6.334  (meters)      20.78   (feet)  ADJUSTED  
 DD2262  ___________________________________________________________________
 DD2262  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 DD2262  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DD2262  DYNAMIC HT  -           6.327 (meters)      20.76  (feet)  COMP
 DD2262  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DD2262
 DD2262  HORZ ORDER  -  SECOND
 DD2262  VERT ORDER  -  FIRST     CLASS II
 DD2262
 DD2262.The horizontal coordinates were established by classical geodetic methods
 DD2262.and adjusted by the National Geodetic Survey in March 2004..
 DD2262
 DD2262.The orthometric height was determined by differential leveling
 DD2262.and adjusted by the National Geodetic Survey in June 1991..
 DD2262
 DD2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2262
 DD2262.The geoid height was determined by GEOID03.
 DD2262
 DD2262.The dynamic height is computed by dividing the NAVD 88
 DD2262.geopotential number by the normal gravity value computed on the
 DD2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2262.degrees latitude (g = 980.6199 gals.).
 DD2262
 DD2262.The modeled gravity was interpolated from observed gravity values.
 DD2262
 DD2262;                    North         East     Units Scale Factor Converg.
 DD2262;SPC SC       -   193,656.515   775,530.943   MT  0.99979525   +0 59 27.6
 DD2262;SPC SC       -   635,356.02  2,544,392.86   iFT  0.99979525   +0 59 27.6
 DD2262;UTM  17      - 3,715,543.255   665,917.353   MT  0.99993939   +0 59 18.8
 DD2262
 DD2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2262!SPC SC       -   1.00000441  x   0.99979525  =   0.99979966
 DD2262!UTM  17      -   1.00000441  x   0.99993939  =   0.99994380
 DD2262
 DD2262                          SUPERSEDED SURVEY CONTROL
 DD2262
 DD2262  NAD 83(1986)-  33 34 00.05614(N)    079 12 44.94137(W) AD(       ) 2
 DD2262  NAD 27      -  33 33 59.44598(N)    079 12 45.77438(W) AD(       ) 2
 DD2262  NGVD 29 (03/21/89)    6.640  (m)           21.78   (f) ADJUSTED    1 2
 DD2262
 DD2262.Superseded values are not recommended for survey control.
 DD2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2262.See file dsdata.txt to determine how the superseded data were derived.
 DD2262
 DD2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6591715543(NAD 83)
 DD2262_MARKER: DD = SURVEY DISK
 DD2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2262_SP_SET: CONCRETE POST
 DD2262_STAMPING: AZ.MK 022 - 001 1981
 DD2262_MARK LOGO: SCGS  
 DD2262_PROJECTION: RECESSED 6 CENTIMETERS
 DD2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2262+STABILITY: SURFACE MOTION
 DD2262
 DD2262  HISTORY     - Date     Condition        Report By
 DD2262  HISTORY     - 1981     MONUMENTED       SCGS
 DD2262  HISTORY     - 1987     GOOD             SCGS
 DD2262  HISTORY     - 19940616 GOOD             USPSQD
 DD2262
 DD2262                          STATION DESCRIPTION
 DD2262
 DD2262'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2262'22.4 KM (13.9 MI) NNE FROM GEORGETOWN.
 DD2262'21.75 KM (13.5 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2262'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2262'(CHURCH STREET) IN GEORGETOWN TO THE JUNCTION OF STATE ROAD 52 IN
 DD2262'PLANTERSVILLE, CONTINUE 1.2 KM (0.75 MI) NORTH-NORTHEAST ALONG
 DD2262'HIGHWAY 701, SET IN THE SHOULDER OF THE HIGHWAY, 5.37 METERS (17.6
 DD2262'FT) WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 98.6 METERS (323.5
 DD2262'FT) SOUTH-SOUTHWEST OF THE EXTENDED CENTER OF STATE ROAD 330, 5.19
 DD2262'METERS (17.0 FT) NORTH-NORTHEAST OF A STEEL SIGN POST (55).
 DD2262'THE MARK IS 5.16 METERS  NNE FROM  A WITNESS POST
 DD2262'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2262
 DD2262                          STATION RECOVERY (1994)
 DD2262
 DD2262'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2261 ***********************************************************************
 DD2261  DESIGNATION -  022 001 RM 1
 DD2261  PID         -  DD2261
 DD2261  STATE/COUNTY-  SC/GEORGETOWN
 DD2261  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2261
 DD2261                         *CURRENT SURVEY CONTROL
 DD2261  ___________________________________________________________________
 DD2261* NAD 83(1986)-  33 33 24.     (N)    079 12 57.     (W)     SCALED    
 DD2261* NAVD 88     -         5.754  (meters)      18.88   (feet)  ADJUSTED  
 DD2261  ___________________________________________________________________
 DD2261  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DD2261  DYNAMIC HT  -           5.748 (meters)      18.86  (feet)  COMP
 DD2261  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 DD2261
 DD2261  VERT ORDER  -  FIRST     CLASS II
 DD2261
 DD2261.The horizontal coordinates were scaled from a topographic map and have
 DD2261.an estimated accuracy of +/- 6 seconds.
 DD2261
 DD2261.The orthometric height was determined by differential leveling
 DD2261.and adjusted by the National Geodetic Survey in June 1991..
 DD2261
 DD2261.The geoid height was determined by GEOID03.
 DD2261
 DD2261.The dynamic height is computed by dividing the NAVD 88
 DD2261.geopotential number by the normal gravity value computed on the
 DD2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2261.degrees latitude (g = 980.6199 gals.).
 DD2261
 DD2261.The modeled gravity was interpolated from observed gravity values.
 DD2261
 DD2261;                    North         East    Units  Estimated Accuracy
 DD2261;SPC SC       -   192,540.      775,240.      MT  (+/- 180 meters Scaled)
 DD2261
 DD2261                          SUPERSEDED SURVEY CONTROL
 DD2261
 DD2261  NGVD 29 (03/21/89)    6.061  (m)           19.89   (f) ADJUSTED    1 2
 DD2261
 DD2261.Superseded values are not recommended for survey control.
 DD2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2261.See file dsdata.txt to determine how the superseded data were derived.
 DD2261
 DD2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT656144(NAD 83)
 DD2261_MARKER: DD = SURVEY DISK
 DD2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2261_SP_SET: CONCRETE POST
 DD2261_STAMPING: RM 1 022 - 001 1981
 DD2261_MARK LOGO: SCGS  
 DD2261_PROJECTION: RECESSED 10 CENTIMETERS
 DD2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2261+STABILITY: SURFACE MOTION
 DD2261
 DD2261  HISTORY     - Date     Condition        Report By
 DD2261  HISTORY     - 1981     MONUMENTED       SCGS
 DD2261  HISTORY     - 1987     GOOD             SCGS
 DD2261  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 DD2261
 DD2261                          STATION DESCRIPTION
 DD2261
 DD2261'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2261'21.2 KM (13.2 MI) NNE FROM GEORGETOWN.
 DD2261'21.75 KM (13.5 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2261'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2261'(CHURCH STREET) IN GEORGETOWN TO THE JUNCTION OF STATE ROAD 52 IN
 DD2261'PLANTERSVILLE, CONTINUE 0.1 KM (0.05 MI) NORTH-NORTHEAST ALONG
 DD2261'HIGHWAY 701, SET NEAR A POWER POLE IN THE YARD OF A SHINGLE-SIDED
 DD2261'HOUSE, 2.23 METERS (7.3 FT) EAST-SOUTHEAST OF THE POWER POLE, 7.33
 DD2261'METERS (24.0 FT) WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 23.56
 DD2261'METERS (77.3 FT) WEST-SOUTHWEST OF SURVEY MARK 022 001 SCGS, 37.83
 DD2261'METERS (124.1 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DD2261'HOUSE, 14.1 METERS (46.3 FT) NORTH-NORTHEAST OF A 36-INCH LIVE OAK
 DD2261'TREE.
 DD2261'THE MARK IS 2.11 METERS  ESE FROM  A WITNESS POST
 DD2261'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2261
 DD2261                          STATION RECOVERY (1994)
 DD2261
 DD2261'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2300 ***********************************************************************
 DD2300  DESIGNATION -  022 002
 DD2300  PID         -  DD2300
 DD2300  STATE/COUNTY-  SC/GEORGETOWN
 DD2300  USGS QUAD   -  OUTLAND (1973)
 DD2300
 DD2300                         *CURRENT SURVEY CONTROL
 DD2300  ___________________________________________________________________
 DD2300* NAD 83(2001)-  33 41 35.59398(N)    079 18 36.27392(W)     ADJUSTED  
 DD2300* NAVD 88     -        11.377  (meters)      37.33   (feet)  ADJUSTED  
 DD2300  ___________________________________________________________________
 DD2300  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 DD2300  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DD2300  DYNAMIC HT  -          11.365 (meters)      37.29  (feet)  COMP
 DD2300  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 DD2300
 DD2300  HORZ ORDER  -  SECOND
 DD2300  VERT ORDER  -  FIRST     CLASS II
 DD2300
 DD2300.The horizontal coordinates were established by classical geodetic methods
 DD2300.and adjusted by the National Geodetic Survey in March 2004..
 DD2300
 DD2300.The orthometric height was determined by differential leveling
 DD2300.and adjusted by the National Geodetic Survey in June 1991..
 DD2300
 DD2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2300
 DD2300.The geoid height was determined by GEOID03.
 DD2300
 DD2300.The dynamic height is computed by dividing the NAVD 88
 DD2300.geopotential number by the normal gravity value computed on the
 DD2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2300.degrees latitude (g = 980.6199 gals.).
 DD2300
 DD2300.The modeled gravity was interpolated from observed gravity values.
 DD2300
 DD2300;                    North         East     Units Scale Factor Converg.
 DD2300;SPC SC       -   207,534.708   766,242.961   MT  0.99979374   +0 56 12.8
 DD2300;SPC SC       -   680,888.15  2,513,920.48   iFT  0.99979374   +0 56 12.8
 DD2300;UTM  17      - 3,729,423.336   656,628.389   MT  0.99990244   +0 56 15.6
 DD2300
 DD2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2300!SPC SC       -   1.00000352  x   0.99979374  =   0.99979726
 DD2300!UTM  17      -   1.00000352  x   0.99990244  =   0.99990596
 DD2300
 DD2300                          SUPERSEDED SURVEY CONTROL
 DD2300
 DD2300  NAD 83(1986)-  33 41 35.60345(N)    079 18 36.27811(W) AD(       ) 2
 DD2300  NAD 27      -  33 41 35.00081(N)    079 18 37.09329(W) AD(       ) 2
 DD2300  NGVD 29 (03/21/89)   11.681  (m)           38.32   (f) ADJUSTED    1 2
 DD2300
 DD2300.Superseded values are not recommended for survey control.
 DD2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2300.See file dsdata.txt to determine how the superseded data were derived.
 DD2300
 DD2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5662829423(NAD 83)
 DD2300_MARKER: DD = SURVEY DISK
 DD2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2300_SP_SET: CONCRETE POST
 DD2300_STAMPING: HORZ 022 - 002 1981
 DD2300_MARK LOGO: SCGS  
 DD2300_PROJECTION: RECESSED 1 CENTIMETERS
 DD2300_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2300+STABILITY: SURFACE MOTION
 DD2300
 DD2300  HISTORY     - Date     Condition        Report By
 DD2300  HISTORY     - 1982     MONUMENTED       SCGS
 DD2300  HISTORY     - 1987     GOOD             SCGS
 DD2300
 DD2300                          STATION DESCRIPTION
 DD2300
 DD2300'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2300'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHEAST OF HEMINGWAY,
 DD2300'ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF THE PEE DEE RIVER, ABOUT 0.5 KM
 DD2300'(0.3 MI) EAST OF THE 5-WAY JUNCTION OF HIGHWAYS 35, 36, AND 14.  THE
 DD2300'STATION IS LOCATED ON THE PROPERTY OF MRS. VIOLA CRIBB, WHO LIVES IN
 DD2300'HOUSE ACROSS ROAD FROM THE STATION.  PERMISSION GRANTED BY HER SON,
 DD2300'MR. JAMES C. CRIBB (803) 558-2975.
 DD2300'
 DD2300'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 701 AND STATE
 DD2300'HIGHWAY 261 IN THE SMALL COMMUNITY OF YUAHANNA, ABOUT 30.6 KM (19 MI)
 DD2300'SOUTHEAST OF CONWAY, GO WESTERLY ON STATE HIGHWAY 261 FOR 13.9 KM
 DD2300'(8.65 MI) TO THE JUNCTION OF HIGHWAY 14.  TURN RIGHT AND GO NORTHERLY
 DD2300'ON HIGHWAY 14 FOR 2.7 KM (1.7 MI) TO A 5-WAY INTERSECTION, HIGHWAYS
 DD2300'14, 35, 36, AND TEXACO GAS STATION AND STORE IN THE NORTHEAST ANGLE
 DD2300'OF HIGHWAYS 14 AND 35.  TURN SHARP RIGHT AND GO EASTERLY ON HIGHWAY
 DD2300'36 FOR 0.6 KM (0.35 MI) TO STATION ON LEFT.
 DD2300'
 DD2300'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2300'---022 002 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2300'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 28.5 METERS N FROM THE
 DD2300'CENTER OF HIGHWAY S-22-36, 26.4 METERS NW FROM THE TELEPHONE POLE
 DD2300'WITH CABLE JUNCIION BOX NO 12, 24.5 METERS N FROM THE MAILBOX, 14.6
 DD2300'METERS E FROM THE EDGE OF CULTIVATED FIELD, AND  9.2 METERS NW FROM A
 DD2300'30 INCH PEACON TREE.
 DD2300'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2300'DISK STAMPED---022 002 1981---SET INTO AN IRREGULAR MASS OF
 DD2300'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD2300'
 DD2300'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2300'DISK STAMPED---022 002 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2300'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2300'17.7 METERS S FROM A 30 INCH PEACON TREE, 13.2 METERS SW FROM THE
 DD2300'TELEPHONE POLE WITH JUNCTION BOX NO 12,  4.3 METERS N FROM THE CENTER
 DD2300'OF HIGHWAY S-22-36,  2.1 METERS E FROM THE MAILBOX, AND 1 FEET LOWER
 DD2300'THAN THE STATION.
 DD2300'
 DD2300'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2300'STAMPED---022 002 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 DD2300'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 27.9 METERS
 DD2300'ENE FROM THE NORTHEAST CORNER OF BARN,  6.2 METERS NW FROM THE 36
 DD2300'ROUND CONCRETE CULVERT, 10.2 METERS NW FROM THE CENTER OF ROAD
 DD2300'S-22-35, AND  1.0 METERS SW FROM THE POWER LINE POLE E/B7 SP 64.
 DD2300'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 DD2300'S-22-36 FOR 0.5 KM (0.3 MI) TO THE 5-WAY JUNCTION OF HIGHWAY 36, 35,
 DD2300'AND 14.  TURN SHARP RIGHT, GO NORTHEAST ON HIGHWAY 35 FOR 0.1 KM
 DD2300'(0.05 MI) TO A FIELD ENTRANCE, POWER LINE POLE NO E/B7 SP 64 AND MARK
 DD2300'ON LEFT.
 DD2300
 DD2300                          STATION RECOVERY (1987)
 DD2300
 DD2300'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2300'14.3 KM (8.9 MI) ESE FROM HEMINGWAY.
 DD2300'14.1 KM (8.75 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2300'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2300'HEMINGWAY, THENCE 1.95 KM (1.2 MI) EAST-NORTHEAST ALONG STATE ROAD 35
 DD2300'TO THE JUNCTION OF STATE ROADS 14 AND 36 (CENTER CROSSROADS), THENCE
 DD2300'0.65 KM (0.4 MI) EASTERLY ALONG ROAD 36, SET ON THE NORTHWEST SIDE OF
 DD2300'A SMALL PECAN GROVE (SIX TREES), ACROSS THE ROAD FROM A
 DD2300'MASONITE-SIDED HOUSE, 28.5 METERS (93.5 FT) NORTH-NORTHEAST OF THE
 DD2300'CENTER OF THE ROAD, 24.83 METERS (81.5 FT) NORTH OF SURVEY MARK 022
 DD2300'002 RM 1 SCGS, 25.25 METERS (82.8 FT) SOUTH-SOUTHEAST OF THE
 DD2300'SOUTHEAST CORNER OF A CONCRETE BLOCK PUMP SHED, 9.1 METERS (29.9 FT)
 DD2300'NORTH-NORTHWEST OF THE WEST ONE OF A ROW OF FOUR PECAN TREES, 26.5
 DD2300'METERS (86.9 FT) NORTH-NORTHWEST OF A TELEPHONE POLE WITH JUNCTION
 DD2300'BOX NUMBER 12 AT THE BASE.
 DD2300'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2299 ***********************************************************************
 DD2299  DESIGNATION -  022 002 AZ MK
 DD2299  PID         -  DD2299
 DD2299  STATE/COUNTY-  SC/GEORGETOWN
 DD2299  USGS QUAD   -  OUTLAND (1973)
 DD2299
 DD2299                         *CURRENT SURVEY CONTROL
 DD2299  ___________________________________________________________________
 DD2299* NAD 83(2001)-  33 41 38.43317(N)    079 18 57.76130(W)     ADJUSTED  
 DD2299* NAVD 88     -        11.891  (meters)      39.01   (feet)  ADJUSTED  
 DD2299  ___________________________________________________________________
 DD2299  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 DD2299  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DD2299  DYNAMIC HT  -          11.879 (meters)      38.97  (feet)  COMP
 DD2299  MODELED GRAV-     979,615.1   (mgal)                       NAVD 88
 DD2299
 DD2299  HORZ ORDER  -  SECOND
 DD2299  VERT ORDER  -  FIRST     CLASS II
 DD2299
 DD2299.The horizontal coordinates were established by classical geodetic methods
 DD2299.and adjusted by the National Geodetic Survey in March 2004..
 DD2299
 DD2299.The orthometric height was determined by differential leveling
 DD2299.and adjusted by the National Geodetic Survey in June 1991..
 DD2299
 DD2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2299
 DD2299.The geoid height was determined by GEOID03.
 DD2299
 DD2299.The dynamic height is computed by dividing the NAVD 88
 DD2299.geopotential number by the normal gravity value computed on the
 DD2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2299.degrees latitude (g = 980.6199 gals.).
 DD2299
 DD2299.The modeled gravity was interpolated from observed gravity values.
 DD2299
 DD2299;                    North         East     Units Scale Factor Converg.
 DD2299;SPC SC       -   207,613.124   765,688.331   MT  0.99979375   +0 56 00.9
 DD2299;SPC SC       -   681,145.42  2,512,100.82   iFT  0.99979375   +0 56 00.9
 DD2299;UTM  17      - 3,729,501.753   656,073.699   MT  0.99990030   +0 56 03.8
 DD2299
 DD2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2299!SPC SC       -   1.00000344  x   0.99979375  =   0.99979719
 DD2299!UTM  17      -   1.00000344  x   0.99990030  =   0.99990374
 DD2299
 DD2299                          SUPERSEDED SURVEY CONTROL
 DD2299
 DD2299  NAD 83(1986)-  33 41 38.44263(N)    079 18 57.76548(W) AD(       ) 2
 DD2299  NAD 27      -  33 41 37.84091(N)    079 18 58.57988(W) AD(       ) 2
 DD2299  NGVD 29 (03/21/89)   12.196  (m)           40.01   (f) ADJUSTED    1 2
 DD2299
 DD2299.Superseded values are not recommended for survey control.
 DD2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2299.See file dsdata.txt to determine how the superseded data were derived.
 DD2299
 DD2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5607429502(NAD 83)
 DD2299_MARKER: DD = SURVEY DISK
 DD2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2299_SP_SET: CONCRETE POST
 DD2299_STAMPING: AZ. MK. 022 - 002 1981
 DD2299_MARK LOGO: SCGS  
 DD2299_PROJECTION: RECESSED 7 CENTIMETERS
 DD2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2299+STABILITY: SURFACE MOTION
 DD2299
 DD2299  HISTORY     - Date     Condition        Report By
 DD2299  HISTORY     - 1982     MONUMENTED       MJH
 DD2299  HISTORY     - 1987     GOOD             SCGS
 DD2299  HISTORY     - 20010331 GOOD             NGS
 DD2299
 DD2299                          STATION DESCRIPTION
 DD2299
 DD2299'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2299'13.8 KM (8.6 MI) ESE FROM HEMINGWAY.
 DD2299'14.1 KM (8.75 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2299'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2299'HEMINGWAY, THENCE 1.95 KM (1.2 MI) EAST-NORTHEAST ALONG STATE ROAD 35
 DD2299'TO THE JUNCTION OF STATE ROADS 14 AND 36 (CENTER CROSSROADS),
 DD2299'CONTINUE 0.1 KM (0.05 MI) NORTHEAST ALONG ROAD 35, SET NEAR A POWER
 DD2299'POLE, 27.95 METERS (91.7 FT) EAST-NORTHEAST OF THE EAST CORNER OF A
 DD2299'BARN, 10.3 METERS (33.8 FT) NORTHWEST OF THE CENTER OF THE ROAD,
 DD2299'18.25 METERS (59.9 FT) EAST-SOUTHEAST OF A LONE PINE TREE, 0.97 METER
 DD2299'(3.2 FT) WEST-SOUTHWEST OF THE POWER POLE.
 DD2299'THE MARK IS 0.97 METERS  WSW FROM  A WITNESS POST
 DD2299'THE MARK IS 0.6 M BELOW THE ROAD.
 DD2299
 DD2299                          STATION RECOVERY (2001)
 DD2299
 DD2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD2299'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2301 ***********************************************************************
 DD2301  DESIGNATION -  022 002 RM 1
 DD2301  PID         -  DD2301
 DD2301  STATE/COUNTY-  SC/GEORGETOWN
 DD2301  USGS QUAD   -  OUTLAND (1973)
 DD2301
 DD2301                         *CURRENT SURVEY CONTROL
 DD2301  ___________________________________________________________________
 DD2301* NAD 83(1986)-  33 41 36.     (N)    079 18 36.     (W)     SCALED    
 DD2301* NAVD 88     -        10.437  (meters)      34.24   (feet)  ADJUSTED  
 DD2301  ___________________________________________________________________
 DD2301  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DD2301  DYNAMIC HT  -          10.426 (meters)      34.21  (feet)  COMP
 DD2301  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 DD2301
 DD2301  VERT ORDER  -  FIRST     CLASS II
 DD2301
 DD2301.The horizontal coordinates were scaled from a topographic map and have
 DD2301.an estimated accuracy of +/- 6 seconds.
 DD2301
 DD2301.The orthometric height was determined by differential leveling
 DD2301.and adjusted by the National Geodetic Survey in June 1991..
 DD2301
 DD2301.The geoid height was determined by GEOID03.
 DD2301
 DD2301.The dynamic height is computed by dividing the NAVD 88
 DD2301.geopotential number by the normal gravity value computed on the
 DD2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2301.degrees latitude (g = 980.6199 gals.).
 DD2301
 DD2301.The modeled gravity was interpolated from observed gravity values.
 DD2301
 DD2301;                    North         East    Units  Estimated Accuracy
 DD2301;SPC SC       -   207,550.      766,250.      MT  (+/- 180 meters Scaled)
 DD2301
 DD2301                          SUPERSEDED SURVEY CONTROL
 DD2301
 DD2301  NGVD 29 (03/21/89)   10.742  (m)           35.24   (f) ADJUSTED    1 2
 DD2301
 DD2301.Superseded values are not recommended for survey control.
 DD2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2301.See file dsdata.txt to determine how the superseded data were derived.
 DD2301
 DD2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT566294(NAD 83)
 DD2301_MARKER: DD = SURVEY DISK
 DD2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2301_SP_SET: CONCRETE POST
 DD2301_STAMPING: RM 1 022 - 002 1981
 DD2301_MARK LOGO: SCGS  
 DD2301_PROJECTION: RECESSED 1 CENTIMETERS
 DD2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2301+STABILITY: SURFACE MOTION
 DD2301
 DD2301  HISTORY     - Date     Condition        Report By
 DD2301  HISTORY     - 1981     MONUMENTED       MJH
 DD2301  HISTORY     - 1987     GOOD             SCGS
 DD2301  HISTORY     - 20010331 MARK NOT FOUND   NGS
 DD2301
 DD2301                          STATION DESCRIPTION
 DD2301
 DD2301'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2301'14.3 KM (8.9 MI) ESE FROM HEMINGWAY.
 DD2301'14.1 KM (8.75 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2301'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2301'HEMINGWAY, THENCE 1.95 KM (1.2 MI) EAST-NORTHEAST ALONG STATE ROAD 35
 DD2301'TO THE JUNCTION OF STATE ROADS 14 AND 36 (CENTER CROSSROADS), THENCE
 DD2301'0.65 KM (0.4 MI) EASTERLY ALONG ROAD 36, SET NEAR A MAIL BOX AT THE
 DD2301'SOUTHWEST CORNER OF A SMALL PECAN GROVE (SIX TREES) ACROSS THE ROAD
 DD2301'FROM A MASONITE-SIDED HOUSE, 4.2 METERS (13.8 FT) NORTH-NORTHEAST OF
 DD2301'THE CENTER OF THE ROAD, 13.2 METERS (43.3 FT) WEST OF A TELEPHONE
 DD2301'JUNCTION BOX NUMBER 12 AT THE BASE, 31.2 METERS (102.4 FT) NORTH OF
 DD2301'THE NORTHEAST CORNER OF THE HOUSE, 34.1 METERS (111.9 FT) EAST OF
 DD2301'POWER POLE 1943B WITH A TRANSFORMER AND A GUY WIRE, 17.55 METERS
 DD2301'(57.6 FT) SOUTH-SOUTHWEST OF THE WEST ONE OF A ROW OF FOUR PECAN
 DD2301'TREES.
 DD2301'THE MARK IS 13.1 METERS  W FROM  A WITNESS POST
 DD2301'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2301
 DD2301                          STATION RECOVERY (2001)
 DD2301
 DD2301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD2301'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2316 ***********************************************************************
 DD2316  DESIGNATION -  022 003
 DD2316  PID         -  DD2316
 DD2316  STATE/COUNTY-  SC/GEORGETOWN
 DD2316  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2316
 DD2316                         *CURRENT SURVEY CONTROL
 DD2316  ___________________________________________________________________
 DD2316* NAD 83(2001)-  33 36 42.03158(N)    079 11 48.17018(W)     ADJUSTED  
 DD2316* NAVD 88     -         5.580  (meters)      18.31   (feet)  ADJUSTED  
 DD2316  ___________________________________________________________________
 DD2316  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DD2316  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DD2316  DYNAMIC HT  -           5.574 (meters)      18.29  (feet)  COMP
 DD2316  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 DD2316
 DD2316  HORZ ORDER  -  SECOND
 DD2316  VERT ORDER  -  FIRST     CLASS II
 DD2316
 DD2316.The horizontal coordinates were established by classical geodetic methods
 DD2316.and adjusted by the National Geodetic Survey in March 2004..
 DD2316
 DD2316.The orthometric height was determined by differential leveling
 DD2316.and adjusted by the National Geodetic Survey in June 1991..
 DD2316
 DD2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2316
 DD2316.The geoid height was determined by GEOID03.
 DD2316
 DD2316.The dynamic height is computed by dividing the NAVD 88
 DD2316.geopotential number by the normal gravity value computed on the
 DD2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2316.degrees latitude (g = 980.6199 gals.).
 DD2316
 DD2316.The modeled gravity was interpolated from observed gravity values.
 DD2316
 DD2316;                    North         East     Units Scale Factor Converg.
 DD2316;SPC SC       -   198,670.867   776,907.506   MT  0.99979416   +0 59 59.1
 DD2316;SPC SC       -   651,807.31  2,548,909.14   iFT  0.99979416   +0 59 59.1
 DD2316;UTM  17      - 3,720,558.302   667,294.283   MT  0.99994505   +0 59 54.5
 DD2316
 DD2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2316!SPC SC       -   1.00000452  x   0.99979416  =   0.99979867
 DD2316!UTM  17      -   1.00000452  x   0.99994505  =   0.99994957
 DD2316
 DD2316:                Primary Azimuth Mark                     Grid Az
 DD2316:SPC SC       -  022 003 AZ MK                            009 16 43.7
 DD2316:UTM  17      -  022 003 AZ MK                            009 16 48.3
 DD2316
 DD2316|---------------------------------------------------------------------|
 DD2316| PID    Reference Object                     Distance      Geod. Az  |
 DD2316|                                                           dddmmss.s |
 DD2316| DD2315 022 003 AZ MK                       APPROX. 0.5 KM 0101642.8 |
 DD2316| DD2317 022 003 RM 1                         25.085 METERS 19730     |
 DD2316|---------------------------------------------------------------------|
 DD2316
 DD2316                          SUPERSEDED SURVEY CONTROL
 DD2316
 DD2316  NAD 83(1986)-  33 36 42.04099(N)    079 11 48.17430(W) AD(       ) 2
 DD2316  NAD 27      -  33 36 41.43463(N)    079 11 49.00814(W) AD(       ) 2
 DD2316  NGVD 29 (03/21/89)    5.881  (m)           19.29   (f) ADJUSTED    1 2
 DD2316
 DD2316.Superseded values are not recommended for survey control.
 DD2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2316.See file dsdata.txt to determine how the superseded data were derived.
 DD2316
 DD2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6729420558(NAD 83)
 DD2316_MARKER: DD = SURVEY DISK
 DD2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2316_SP_SET: CONCRETE POST
 DD2316_STAMPING: HORZ 022 - 003 1981
 DD2316_MARK LOGO: SCGS  
 DD2316_PROJECTION: FLUSH
 DD2316_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2316+STABILITY: SURFACE MOTION
 DD2316
 DD2316  HISTORY     - Date     Condition        Report By
 DD2316  HISTORY     - 1981     MONUMENTED       SCGS
 DD2316  HISTORY     - 1987     GOOD             USPSQD
 DD2316  HISTORY     - 1987     GOOD             SCGS
 DD2316  HISTORY     - 19940617 GOOD             USPSQD
 DD2316
 DD2316                          STATION DESCRIPTION
 DD2316
 DD2316'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2316'THE STATION IS LOCATED ABOUT 6.4 K (4.0 MI) NORTH OF PLANTERSVILLE,
 DD2316'ON HIGHWAY RIGHT-OF-WAY ON THE EAST SIDE OF U.S. HIGHWAY 701.
 DD2316'
 DD2316'TO REACH THE STATION FROM THE POST OFFICE IN PLANTERSVILLE, GO
 DD2316'NORTHERLY ON U.S. HIGHWAY 701 FOR 4.2 K (2.7 MI) TO STATION PLANTER
 DD2316'ON LEFT , CONTINUE AHEAD U.S. HIGHWAY 701 FOR 2.3 K (1.4 MI) TO
 DD2316'STATION ON RIGHT-AT INTERSECTION OF US 701 AND S-22-268
 DD2316'
 DD2316'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2316'---022-003 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT  30
 DD2316'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.1 METERS S FROM THE
 DD2316'CENTER OF COUNTY ROAD S-22-264,  7.0 METERS E FROM THE CENTER OF U.S.
 DD2316'HIGHWAY 701,  1.1 METERS W FROM A METAL WITNESS POST, 25.4 METERS N
 DD2316'FROM A METAL WITNESS POST, AND  7.9 METERS W FROM A POWER LINE POLE.
 DD2316'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2316'DISK STAMPED---022-003 1981---SET INTO AN IRREGULAR MASS OF
 DD2316'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2316'
 DD2316'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2316'DISK STAMPED---022-003 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2316'CONCRETE MONUMENT  30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2316'31.1 METERS S FROM THE CENTER OF COUNTY ROAD S-22-264, 25.4 METERS S
 DD2316'FROM A METAL WITNESS POST,  6.6 METERS E FROM THE CENTER OF HIGHWAY
 DD2316'701, AND  0.6 METERS W FROM A METAL WITNESS POST.
 DD2316'
 DD2316'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2316'STAMPED---022-003 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2316'MONUMENT  30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.8 METERS
 DD2316'NW FROM THE CENTER OF U.S. HIGHWAY 701,  0.9 METERS SE FROM THE POWER
 DD2316'LINE POLE,  0.8 METERS E FROM THE METAL WITNESS POST, AND  5.2 METERS
 DD2316'NW FROM THE WEST DITCH OF HIGHWAY.
 DD2316'TO REACH THE AZIMUTH MARK FROM STATION GO 0.3 MILE NORTHEAST TO
 DD2316'AZIMUTH MARK ON LEFT, NORTHWEST SIDE OF HIGHWAY 701.
 DD2316
 DD2316                          STATION RECOVERY (1987)
 DD2316
 DD2316'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD2316'RECOVERED IN GOOD CONDITION.
 DD2316
 DD2316                          STATION RECOVERY (1987)
 DD2316
 DD2316'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2316'28.1 KM (17.45 MI) SE FROM HEMINGWAY.
 DD2316'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2316'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2316'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2316'CONTINUE 14.3 KM (8.9 MI) SOUTHEASTERLY ALONG HIGHWAY 261 TO THE
 DD2316'JUNCTION OF U.S. HIGHWAY 701 IN YAUHANNAH, THENCE 2.35 KM (1.45 MI)
 DD2316'SOUTHWESTERLY ALONG HIGHWAY 701, SET NEAR A POWER POLE WITH TWO GUY
 DD2316'WIRES IN THE SOUTHEAST ANGLE OF STATE ROAD 264, 6.97 METERS (22.9 FT)
 DD2316'EAST OF THE CENTER OF THE HIGHWAY, 9.0 METERS (29.5 FT) SOUTH OF THE
 DD2316'CENTER OF THE ROAD, 8.0 METERS (26.2 FT) WEST OF THE POWER POLE,
 DD2316'18.34 METERS (60.2 FT) SOUTHEAST OF A SIGN POST (MOUNT TABOR BAPTIST
 DD2316'CHURCH), 25.08 METERS (82.3 FT) NORTH OF SURVEY MARK 022 003 RM 1
 DD2316'SCGS.
 DD2316'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST
 DD2316'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2316
 DD2316                          STATION RECOVERY (1994)
 DD2316
 DD2316'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2315 ***********************************************************************
 DD2315  DESIGNATION -  022 003 AZ MK
 DD2315  PID         -  DD2315
 DD2315  STATE/COUNTY-  SC/GEORGETOWN
 DD2315  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2315
 DD2315                         *CURRENT SURVEY CONTROL
 DD2315  ___________________________________________________________________
 DD2315* NAD 83(2001)-  33 36 58.84463(N)    079 11 44.52597(W)     ADJUSTED  
 DD2315* NAVD 88     -         4.636  (meters)      15.21   (feet)  ADJUSTED  
 DD2315  ___________________________________________________________________
 DD2315  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 DD2315  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD2315  DYNAMIC HT  -           4.631 (meters)      15.19  (feet)  COMP
 DD2315  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 DD2315
 DD2315  HORZ ORDER  -  SECOND
 DD2315  VERT ORDER  -  FIRST     CLASS II
 DD2315
 DD2315.The horizontal coordinates were established by classical geodetic methods
 DD2315.and adjusted by the National Geodetic Survey in March 2004..
 DD2315
 DD2315.The orthometric height was determined by differential leveling
 DD2315.and adjusted by the National Geodetic Survey in June 1991..
 DD2315
 DD2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2315
 DD2315.The geoid height was determined by GEOID03.
 DD2315
 DD2315.The dynamic height is computed by dividing the NAVD 88
 DD2315.geopotential number by the normal gravity value computed on the
 DD2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2315.degrees latitude (g = 980.6199 gals.).
 DD2315
 DD2315.The modeled gravity was interpolated from observed gravity values.
 DD2315
 DD2315;                    North         East     Units Scale Factor Converg.
 DD2315;SPC SC       -   199,190.328   776,992.374   MT  0.99979408   +1 00 01.1
 DD2315;SPC SC       -   653,511.57  2,549,187.58   iFT  0.99979408   +1 00 01.1
 DD2315;UTM  17      - 3,721,077.840   667,379.174   MT  0.99994540   +0 59 56.9
 DD2315
 DD2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2315!SPC SC       -   1.00000466  x   0.99979408  =   0.99979874
 DD2315!UTM  17      -   1.00000466  x   0.99994540  =   0.99995006
 DD2315
 DD2315                          SUPERSEDED SURVEY CONTROL
 DD2315
 DD2315  NAD 83(1986)-  33 36 58.85405(N)    079 11 44.53011(W) AD(       ) 2
 DD2315  NAD 27      -  33 36 58.24809(N)    079 11 45.36397(W) AD(       ) 2
 DD2315  NGVD 29 (03/21/89)    4.938  (m)           16.20   (f) ADJUSTED    1 2
 DD2315
 DD2315.Superseded values are not recommended for survey control.
 DD2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2315.See file dsdata.txt to determine how the superseded data were derived.
 DD2315
 DD2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6737921078(NAD 83)
 DD2315_MARKER: DD = SURVEY DISK
 DD2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2315_SP_SET: CONCRETE POST
 DD2315_STAMPING: AZ MK 022 - 003 1981
 DD2315_MARK LOGO: SCGS  
 DD2315_PROJECTION: FLUSH
 DD2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2315+STABILITY: SURFACE MOTION
 DD2315
 DD2315  HISTORY     - Date     Condition        Report By
 DD2315  HISTORY     - 1981     MONUMENTED       MJH
 DD2315  HISTORY     - 1987     GOOD             SCGS
 DD2315  HISTORY     - 19940617 GOOD             USPSQD
 DD2315
 DD2315                          STATION DESCRIPTION
 DD2315
 DD2315'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2315'27.8 KM (17.3 MI) ESE FROM HEMINGWAY.
 DD2315'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2315'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2315'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2315'CONTINUE 14.3 KM (8.9 MI) SOUTHEASTERLY ALONG HIGHWAY 261 TO THE
 DD2315'JUNCTION OF U.S. HIGHWAY 701 IN YAUHANNAH, THENCE 1.85 KM (1.15 MI)
 DD2315'SOUTHWESTERLY ALONG HIGHWAY 701, SET NEAR A POWER POLE WITH A GUY
 DD2315'WIRE WHERE POWER LINES CROSS THE HIGHWAY, 0.1 KM (0.05 MI)
 DD2315'NORTH-NORTHEAST OF THE JUNCTION OF STATE ROAD 33, 12.5 METERS (41.0
 DD2315'FT) WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 1.03 METERS (3.4 FT)
 DD2315'SOUTHEAST OF THE POWER POLE, 12.3 METERS (40.4 FT) NORTH-NORTHEAST OF
 DD2315'THE EXTENDED CENTER OF A WOODS ROAD (GROWN OVER), 8.85 METERS (29.0
 DD2315'FT) EAST-SOUTHEAST OF THE GUY WIRE ANCHOR.
 DD2315'THE MARK IS 0.86 METERS  SE FROM  A WITNESS POST
 DD2315'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 DD2315
 DD2315                          STATION RECOVERY (1994)
 DD2315
 DD2315'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2317 ***********************************************************************
 DD2317  DESIGNATION -  022 003 RM 1
 DD2317  PID         -  DD2317
 DD2317  STATE/COUNTY-  SC/GEORGETOWN
 DD2317  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2317
 DD2317                         *CURRENT SURVEY CONTROL
 DD2317  ___________________________________________________________________
 DD2317* NAD 83(1986)-  33 36 42.     (N)    079 11 48.     (W)     SCALED    
 DD2317* NAVD 88     -         5.231  (meters)      17.16   (feet)  ADJUSTED  
 DD2317  ___________________________________________________________________
 DD2317  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DD2317  DYNAMIC HT  -           5.225 (meters)      17.14  (feet)  COMP
 DD2317  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 DD2317
 DD2317  VERT ORDER  -  FIRST     CLASS II
 DD2317
 DD2317.The horizontal coordinates were scaled from a topographic map and have
 DD2317.an estimated accuracy of +/- 6 seconds.
 DD2317
 DD2317.The orthometric height was determined by differential leveling
 DD2317.and adjusted by the National Geodetic Survey in June 1991..
 DD2317
 DD2317.The geoid height was determined by GEOID03.
 DD2317
 DD2317.The dynamic height is computed by dividing the NAVD 88
 DD2317.geopotential number by the normal gravity value computed on the
 DD2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2317.degrees latitude (g = 980.6199 gals.).
 DD2317
 DD2317.The modeled gravity was interpolated from observed gravity values.
 DD2317
 DD2317;                    North         East    Units  Estimated Accuracy
 DD2317;SPC SC       -   198,670.      776,910.      MT  (+/- 180 meters Scaled)
 DD2317
 DD2317                          SUPERSEDED SURVEY CONTROL
 DD2317
 DD2317  NGVD 29 (03/21/89)    5.533  (m)           18.15   (f) ADJUSTED    1 2
 DD2317
 DD2317.Superseded values are not recommended for survey control.
 DD2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2317.See file dsdata.txt to determine how the superseded data were derived.
 DD2317
 DD2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT672205(NAD 83)
 DD2317_MARKER: DD = SURVEY DISK
 DD2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2317_SP_SET: CONCRETE POST
 DD2317_STAMPING: RM 1 022 - 003 1981
 DD2317_MARK LOGO: SCGS  
 DD2317_PROJECTION: RECESSED 4 CENTIMETERS
 DD2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2317+STABILITY: SURFACE MOTION
 DD2317
 DD2317  HISTORY     - Date     Condition        Report By
 DD2317  HISTORY     - 1981     MONUMENTED       SCGS
 DD2317  HISTORY     - 1987     GOOD             SCGS
 DD2317  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 DD2317
 DD2317                          STATION DESCRIPTION
 DD2317
 DD2317'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2317'28.1 KM (17.45 MI) SE FROM HEMINGWAY.
 DD2317'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2317'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2317'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2317'CONTINUE 14.3 KM (8.9 MI) SOUTHEASTERLY ALONG HIGHWAY 261 TO THE
 DD2317'JUNCTION OF U.S. HIGHWAY 701 IN YAUHANNAH, THENCE 2.35 KM (1.45 MI)
 DD2317'SOUTHWESTERLY ALONG HIGHWAY 701, SET AT THE TOP OF THE EAST BANK OF
 DD2317'THE HIGHWAY, 6.35 METERS (20.8 FT) EAST OF THE CENTER OF THE HIGHWAY,
 DD2317'34.15 METERS (112.0 FT) SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES
 DD2317'IN THE SOUTHEAST ANGLE OF STATE ROAD 264, 25.08 METERS (82.3 FT)
 DD2317'SOUTH OF SURVEY MARK 022 003 SCGS, 25.8 METERS (84.6 FT) SOUTH OF THE
 DD2317'CENTER OF ROAD 264.
 DD2317'THE MARK IS 0.72 METERS  W FROM  A WITNESS POST
 DD2317'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2317
 DD2317                          STATION RECOVERY (1994)
 DD2317
 DD2317'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2236 ***********************************************************************
 DD2236  DESIGNATION -  022 004
 DD2236  PID         -  DD2236
 DD2236  STATE/COUNTY-  SC/GEORGETOWN
 DD2236  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2236
 DD2236                         *CURRENT SURVEY CONTROL
 DD2236  ___________________________________________________________________
 DD2236* NAD 83(2001)-  33 28 27.08701(N)    079 11 13.49371(W)     ADJUSTED  
 DD2236* NAVD 88     -         3.014  (meters)       9.89   (feet)  ADJUSTED  
 DD2236  ___________________________________________________________________
 DD2236  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DD2236  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DD2236  DYNAMIC HT  -           3.011 (meters)       9.88  (feet)  COMP
 DD2236  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DD2236
 DD2236  HORZ ORDER  -  SECOND
 DD2236  VERT ORDER  -  FIRST     CLASS II
 DD2236
 DD2236.The horizontal coordinates were established by classical geodetic methods
 DD2236.and adjusted by the National Geodetic Survey in March 2004..
 DD2236
 DD2236.The orthometric height was determined by differential leveling
 DD2236.and adjusted by the National Geodetic Survey in June 1991..
 DD2236
 DD2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2236
 DD2236.The geoid height was determined by GEOID03.
 DD2236
 DD2236.The dynamic height is computed by dividing the NAVD 88
 DD2236.geopotential number by the normal gravity value computed on the
 DD2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2236.degrees latitude (g = 980.6199 gals.).
 DD2236
 DD2236.The modeled gravity was interpolated from observed gravity values.
 DD2236
 DD2236;                    North         East     Units Scale Factor Converg.
 DD2236;SPC SC       -   183,442.965   778,068.526   MT  0.99979943   +1 00 18.3
 DD2236;SPC SC       -   601,847.00  2,552,718.26   iFT  0.99979943   +1 00 18.3
 DD2236;UTM  17      - 3,705,328.035   668,454.657   MT  0.99994986   +1 00 00.6
 DD2236
 DD2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2236!SPC SC       -   1.00000496  x   0.99979943  =   0.99980439
 DD2236!UTM  17      -   1.00000496  x   0.99994986  =   0.99995482
 DD2236
 DD2236|---------------------------------------------------------------------|
 DD2236| PID    Reference Object                     Distance      Geod. Az  |
 DD2236|                                                           dddmmss.s |
 DD2236| DD2237 022 004 RM 1                         19.864 METERS 13236     |
 DD2236| DD2235 022 004 RM 2                        387.970 METERS 32115     |
 DD2236|---------------------------------------------------------------------|
 DD2236
 DD2236                          SUPERSEDED SURVEY CONTROL
 DD2236
 DD2236  NAD 83(1986)-  33 28 27.09701(N)    079 11 13.49775(W) AD(       ) 2
 DD2236  NAD 27      -  33 28 26.49173(N)    079 11 14.33537(W) AD(       ) 2
 DD2236  NGVD 29 (03/21/89)    3.321  (m)           10.90   (f) ADJUSTED    1 2
 DD2236
 DD2236.Superseded values are not recommended for survey control.
 DD2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2236.See file dsdata.txt to determine how the superseded data were derived.
 DD2236
 DD2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6845505328(NAD 83)
 DD2236_MARKER: DD = SURVEY DISK
 DD2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2236_SP_SET: CONCRETE POST
 DD2236_STAMPING: HORZ 022 004 1981
 DD2236_MARK LOGO: SCGS  
 DD2236_PROJECTION: FLUSH
 DD2236_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2236+STABILITY: SURFACE MOTION
 DD2236
 DD2236  HISTORY     - Date     Condition        Report By
 DD2236  HISTORY     - 1982     MONUMENTED       SCGS
 DD2236  HISTORY     - 1987     GOOD             SCGS
 DD2236  HISTORY     - 19940616 GOOD             USPSQD
 DD2236
 DD2236                          STATION DESCRIPTION
 DD2236
 DD2236'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2236'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTH OF GEORGETOWN,
 DD2236'ABOUT 6.4 KM (4.0 MI) WEST-NORTHWEST OF PAWLEYS ISLAND, ABOUT 7.2 KM
 DD2236'(4.5 MI) EAST OF U.S. HIGHWAY 731, ABOUT 7.2 KM (4.0 MI) WEST-NORTH
 DD2236'WEST OF U.S. HIGHWAY 17.  IS ON THE PROPERTY OF THE PEE DEE GAME
 DD2236'MANAGEMENT AREA.
 DD2236'
 DD2236'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 DD2236'PLANTERSVILLE, GO SOUTHEAST ON COUNTY HIGHWAY S-22-52 FOR 10.6 KM
 DD2236'(6.6 MI) TO SIDE ROAD LEFT AND SIGN SAMWORTH GAME MANAGEMENT AREA.
 DD2236'TURN LEFT, GO EASTERLY ON GRADED ROAD FOR 0.6 KM (0.45 MI) TO A T
 DD2236'INTERSECTION.  TURN LEFT, GO 0.2 KM (0.1 MI) TO A SIDE ROAD RIGHT,
 DD2236'TURN RIGHT AS PER SIGN GAME MANAGEMENT AREA AND GO 0.6 KM (0.4 MI) TO
 DD2236'CROSSROADS, TRAILER ON RIGHT AND OPEN AREA AND THE STATION ON LEFT.
 DD2236'
 DD2236'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2236'---022 004 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2236'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 16.6 METERS S FROM THE
 DD2236'THE CENTER OF A SAND ROAD, 16.3 METERS E FROM THE THE CENTER OF A
 DD2236'SAND ROAD, 11.2 METERS NW FROM AN 8 INCH CEDAR TREE, 21.2 METERS NNW
 DD2236'FROM A METAL WITNESS POST AT RM 1, AND 22.4 METERS NNE FROM A 50 INCH
 DD2236'LIVE OAK TREE.
 DD2236'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2236'DISK STAMPED---022 004 1981---SET INTO AN IRREGULAR MASS OF
 DD2236'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD2236'
 DD2236'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2236'DISK STAMPED---RM 1 022 004 1981---SET INTO THE TOP OF A ROUND
 DD2236'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2236'10.4 METERS E FROM A 50 INCH LIVE OAK TRE,  2.1 METERS W FROM A METAL
 DD2236'WITNESS POST, 12.0 METERS S FROM AN 8 INCH CEDAR TREE, 23.5 METERS E
 DD2236'FROM THE THE CENTER OF A DIRT ROAD, AND IS LEVEL WITH THE STATION.
 DD2236'
 DD2236'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2236'DISK STAMPED---RM 2 022 004 1981---SET INTO THE TOP OF A ROUND
 DD2236'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.
 DD2236'IT IS  LOCATED  1.3 METERS E FROM A METAL WITNESS POST,
 DD2236'9.9 METERS W FROM THE THE CENTER OF A SAND ROAD,  3.8 METERS SE FROM
 DD2236'AN 8 INCH PINE TREE, AND 28.9 METERS NW FROM A SIGN ON A 4 BY 4 POST
 DD2236'THAT READS 15 MPH.
 DD2236'
 DD2236'TO REACH THE AZIMUTH MARK (RM 2) FROM THE STATION, GO NORTHERLY ON
 DD2236'THE SAND ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT.
 DD2236
 DD2236                          STATION RECOVERY (1987)
 DD2236
 DD2236'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2236'14.5 KM (9.0 MI) NE FROM GEORGETOWN.
 DD2236'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2236'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2236'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2236'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2236'STATE ROAD 52, THENCE 5.05 KM (3.15 MI) NORTHEAST ALONG ROAD 52,
 DD2236'THENCE 0.7 KM (0.45 MI) EAST-SOUTHEAST ALONG THE ENTRANCE ROAD TO THE
 DD2236'SAMWORTH GAME MANAGEMENT AREA (DARLINGTON PLANTATION), THENCE 0.15 KM
 DD2236'(0.1 MI) NORTHEAST ALONG THE ENTRANCE ROAD, THENCE 0.7 KM (0.45 MI)
 DD2236'EASTERLY ALONG THE ENTRANCE ROAD, SET NEAR A POWER POLE IN THE EAST
 DD2236'ANGLE OF A SAND CROSSROAD AT THE PLANTATIONS MAIN HOUSE, 17.5 METERS
 DD2236'(57.4 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 7.84 METERS
 DD2236'(25.7 FT) NORTH-NORTHWEST OF THE POWER POLE WITH A GUY WIRE, 11.23
 DD2236'METERS (36.8 FT) EAST-SOUTHEAST OF A 17-INCH CEDAR TREE, 18.1 METERS
 DD2236'(59.4 FT) EAST OF A 22-INCH MAGNOLIA TREE, 22.9 METERS (75.1 FT)
 DD2236'NORTH OF A 76-INCH LIVE OAK TREE, 16.0 METERS (52.5 FT)
 DD2236'EAST-NORTHEAST OF THE CENTER OF A CIRCULAR DRIVEWAY LEADING TO THE
 DD2236'MAIN HOUSE.
 DD2236'THE MARK IS 7.75 METERS  NNW FROM  A WITNESS POST
 DD2236
 DD2236                          STATION RECOVERY (1994)
 DD2236
 DD2236'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2237 ***********************************************************************
 DD2237  DESIGNATION -  022 004 RM 1
 DD2237  PID         -  DD2237
 DD2237  STATE/COUNTY-  SC/GEORGETOWN
 DD2237  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2237
 DD2237                         *CURRENT SURVEY CONTROL
 DD2237  ___________________________________________________________________
 DD2237* NAD 83(1986)-  33 28 27.     (N)    079 11 13.     (W)     SCALED    
 DD2237* NAVD 88     -         2.928  (meters)       9.61   (feet)  ADJUSTED  
 DD2237  ___________________________________________________________________
 DD2237  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DD2237  DYNAMIC HT  -           2.925 (meters)       9.60  (feet)  COMP
 DD2237  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DD2237
 DD2237  VERT ORDER  -  FIRST     CLASS II
 DD2237
 DD2237.The horizontal coordinates were scaled from a topographic map and have
 DD2237.an estimated accuracy of +/- 6 seconds.
 DD2237
 DD2237.The orthometric height was determined by differential leveling
 DD2237.and adjusted by the National Geodetic Survey in June 1991..
 DD2237
 DD2237.The geoid height was determined by GEOID03.
 DD2237
 DD2237.The dynamic height is computed by dividing the NAVD 88
 DD2237.geopotential number by the normal gravity value computed on the
 DD2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2237.degrees latitude (g = 980.6199 gals.).
 DD2237
 DD2237.The modeled gravity was interpolated from observed gravity values.
 DD2237
 DD2237;                    North         East    Units  Estimated Accuracy
 DD2237;SPC SC       -   183,440.      778,080.      MT  (+/- 180 meters Scaled)
 DD2237
 DD2237                          SUPERSEDED SURVEY CONTROL
 DD2237
 DD2237  NGVD 29 (03/21/89)    3.235  (m)           10.61   (f) ADJUSTED    1 2
 DD2237
 DD2237.Superseded values are not recommended for survey control.
 DD2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2237.See file dsdata.txt to determine how the superseded data were derived.
 DD2237
 DD2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT684053(NAD 83)
 DD2237_MARKER: DD = SURVEY DISK
 DD2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2237_SP_SET: CONCRETE POST
 DD2237_STAMPING: RM 1 022 004 1981
 DD2237_MARK LOGO: SCGS  
 DD2237_PROJECTION: FLUSH
 DD2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2237+STABILITY: SURFACE MOTION
 DD2237
 DD2237  HISTORY     - Date     Condition        Report By
 DD2237  HISTORY     - 1981     MONUMENTED       SCGS
 DD2237  HISTORY     - 1987     GOOD             SCGS
 DD2237  HISTORY     - 19940616 GOOD             USPSQD
 DD2237
 DD2237                          STATION DESCRIPTION
 DD2237
 DD2237'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2237'14.5 KM (9.0 MI) NE FROM GEORGETOWN.
 DD2237'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2237'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2237'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2237'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2237'STATE ROAD 52, THENCE 5.05 KM (3.15 MI) NORTHEAST ALONG ROAD 52,
 DD2237'THENCE 0.7 KM (0.45 MI) EAST-SOUTHEAST ALONG THE ENTRANCE ROAD TO THE
 DD2237'SAMWORTH GAME MANAGEMENT AREA (DARLINGTON PLANTATION), THENCE 0.15 KM
 DD2237'(0.1 MI) NORTHEAST ALONG THE ENTRANCE ROAD, THENCE 0.7 KM (0.45 MI)
 DD2237'EASTERLY ALONG THE ENTRANCE ROAD, SET NEAR A POWER POLE IN THE EAST
 DD2237'ANGLE OF A CROSSROAD AT THE PLANTATIONS MAIN HOUSE, 35.7 METERS
 DD2237'(117.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 23.2 METERS
 DD2237'(76.1 FT) EAST-NORTHEAST OF THE CENTER OF A CIRCULAR DRIVEWAY LEADING
 DD2237'TO THE MAIN HOUSE, 12.18 METERS (40.0 FT) SOUTHEAST OF THE POWER POLE
 DD2237'WITH A GUY WIRE, 11.75 METERS (38.5 FT) SOUTH OF A 17-INCH CEDAR
 DD2237'TREE, 32.65 METERS (107.1 FT) SOUTH-SOUTHWEST OF A 22-INCH MAGNOLIA
 DD2237'TREE, 10.75 METERS (35.3 FT) NORTHEAST OF A 76-INCH LIVE OAK TREE.
 DD2237'THE MARK IS 2.1 METERS  W FROM  A WITNESS POST
 DD2237
 DD2237                          STATION RECOVERY (1994)
 DD2237
 DD2237'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2235 ***********************************************************************
 DD2235  DESIGNATION -  022 004 RM 2
 DD2235  PID         -  DD2235
 DD2235  STATE/COUNTY-  SC/GEORGETOWN
 DD2235  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2235
 DD2235                         *CURRENT SURVEY CONTROL
 DD2235  ___________________________________________________________________
 DD2235* NAD 83(2001)-  33 28 36.90703(N)    079 11 22.90035(W)     ADJUSTED  
 DD2235* NAVD 88     -         3.819  (meters)      12.53   (feet)  ADJUSTED  
 DD2235  ___________________________________________________________________
 DD2235  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 DD2235  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD2235  DYNAMIC HT  -           3.815 (meters)      12.52  (feet)  COMP
 DD2235  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DD2235
 DD2235  HORZ ORDER  -  SECOND
 DD2235  VERT ORDER  -  FIRST     CLASS II
 DD2235
 DD2235.The horizontal coordinates were established by classical geodetic methods
 DD2235.and adjusted by the National Geodetic Survey in March 2004..
 DD2235
 DD2235.The orthometric height was determined by differential leveling
 DD2235.and adjusted by the National Geodetic Survey in June 1991..
 DD2235
 DD2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2235
 DD2235.The geoid height was determined by GEOID03.
 DD2235
 DD2235.The dynamic height is computed by dividing the NAVD 88
 DD2235.geopotential number by the normal gravity value computed on the
 DD2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2235.degrees latitude (g = 980.6199 gals.).
 DD2235
 DD2235.The modeled gravity was interpolated from observed gravity values.
 DD2235
 DD2235;                    North         East     Units Scale Factor Converg.
 DD2235;SPC SC       -   183,741.148   777,820.439   MT  0.99979927   +1 00 13.1
 DD2235;SPC SC       -   602,825.29  2,551,904.33   iFT  0.99979927   +1 00 13.1
 DD2235;UTM  17      - 3,705,626.284   668,206.558   MT  0.99994883   +0 59 55.7
 DD2235
 DD2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2235!SPC SC       -   1.00000483  x   0.99979927  =   0.99980410
 DD2235!UTM  17      -   1.00000483  x   0.99994883  =   0.99995366
 DD2235
 DD2235                          SUPERSEDED SURVEY CONTROL
 DD2235
 DD2235  NAD 83(1986)-  33 28 36.91700(N)    079 11 22.90444(W) AD(       ) 2
 DD2235  NAD 27      -  33 28 36.31227(N)    079 11 23.74134(W) AD(       ) 2
 DD2235  NGVD 29 (03/21/89)    4.125  (m)           13.53   (f) ADJUSTED    1 2
 DD2235
 DD2235.Superseded values are not recommended for survey control.
 DD2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2235.See file dsdata.txt to determine how the superseded data were derived.
 DD2235
 DD2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6820705626(NAD 83)
 DD2235_MARKER: DD = SURVEY DISK
 DD2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2235_SP_SET: CONCRETE POST
 DD2235_STAMPING: RM 2 022 004 1981
 DD2235_MARK LOGO: SCGS  
 DD2235_PROJECTION: FLUSH
 DD2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2235+STABILITY: SURFACE MOTION
 DD2235
 DD2235  HISTORY     - Date     Condition        Report By
 DD2235  HISTORY     - 1981     MONUMENTED       MJH
 DD2235  HISTORY     - 1987     GOOD             SCGS
 DD2235  HISTORY     - 19940616 GOOD             USPSQD
 DD2235
 DD2235                          STATION DESCRIPTION
 DD2235
 DD2235'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2235'14.5 KM (9.0 MI) NE FROM GEORGETOWN.
 DD2235'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2235'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2235'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2235'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2235'STATE ROAD 52, THENCE 5.05 KM (3.15 MI) NORTHEAST ALONG ROAD 52,
 DD2235'THENCE 0.7 KM (0.45 MI) EAST-SOUTHEAST ALONG THE ENTRANCE ROAD TO THE
 DD2235'SAMWORTH GAME MANAGEMENT AREA (DARLINGTON PLANTATION), THENCE 0.15 KM
 DD2235'(0.1 MI) NORTHEAST ALONG THE ENTRANCE ROAD, THENCE 0.3 KM (0.2 MI)
 DD2235'EASTERLY ALONG THE ENTRANCE ROAD, SET ALONG A TREE LINE, 20.52 METERS
 DD2235'(67.3 FT) WEST-SOUTHWEST OF A 37-INCH LIVE OAK TREE, 9.32 METERS
 DD2235'(30.6 FT) WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 29.05 METERS
 DD2235'(95.3 FT) WEST-NORTHWEST OF A WOODEN SIGN POST (15 M.P.H.), 39.94
 DD2235'METERS (131.0 FT) SOUTH OF THE SOUTHEAST ONE OF TWO WOODEN POSTS
 DD2235'SUPPORTING A SIGN (SAMWORTH GAME MANAGEMENT AREA).
 DD2235'THE MARK IS 0.38 METERS  ENE FROM  A WITNESS POST
 DD2235'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2235
 DD2235                          STATION RECOVERY (1994)
 DD2235
 DD2235'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2810 ***********************************************************************
 DD2810  DESIGNATION -  022 007
 DD2810  PID         -  DD2810
 DD2810  STATE/COUNTY-  SC/GEORGETOWN
 DD2810  USGS QUAD   -  CARVERS BAY (1973)
 DD2810
 DD2810                         *CURRENT SURVEY CONTROL
 DD2810  ___________________________________________________________________
 DD2810* NAD 83(2001)-  33 32 56.76620(N)    079 20 03.05399(W)     ADJUSTED  
 DD2810* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 DD2810  ___________________________________________________________________
 DD2810  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 DD2810  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DD2810
 DD2810  HORZ ORDER  -  SECOND
 DD2810
 DD2810.The horizontal coordinates were established by classical geodetic methods
 DD2810.and adjusted by the National Geodetic Survey in March 2004..
 DD2810
 DD2810.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2810
 DD2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2810
 DD2810.The geoid height was determined by GEOID03.
 DD2810
 DD2810;                    North         East     Units Scale Factor Converg.
 DD2810;SPC SC       -   191,518.776   764,266.347   MT  0.99979585   +0 55 24.7
 DD2810;SPC SC       -   628,342.44  2,507,435.52   iFT  0.99979585   +0 55 24.7
 DD2810;UTM  17      - 3,713,405.766   654,651.294   MT  0.99989487   +0 55 14.9
 DD2810
 DD2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2810!SPC SC       -   1.00000460  x   0.99979585  =   0.99980045
 DD2810!UTM  17      -   1.00000460  x   0.99989487  =   0.99989947
 DD2810
 DD2810|---------------------------------------------------------------------|
 DD2810| PID    Reference Object                     Distance      Geod. Az  |
 DD2810|                                                           dddmmss.s |
 DD2810| DD3697 022 007 RM 1                         21.458 METERS 05432     |
 DD2810| DD2271 022 007 AZ MK                       465.671 METERS 1363349.2 |
 DD2810|---------------------------------------------------------------------|
 DD2810
 DD2810                          SUPERSEDED SURVEY CONTROL
 DD2810
 DD2810  NAD 83(1986)-  33 32 56.77559(N)    079 20 03.05810(W) AD(       ) 2
 DD2810  NAD 27      -  33 32 56.17083(N)    079 20 03.86564(W) AD(       ) 2
 DD2810  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG       
 DD2810
 DD2810.Superseded values are not recommended for survey control.
 DD2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2810.See file dsdata.txt to determine how the superseded data were derived.
 DD2810
 DD2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5465113406(NAD 83)
 DD2810_MARKER: DD = SURVEY DISK
 DD2810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2810
 DD2810  HISTORY     - Date     Condition        Report By
 DD2810  HISTORY     - 1981     MONUMENTED       SCGS
 DD2810  HISTORY     - 19870729 MARK NOT FOUND   SCGS
 DD2810  HISTORY     - 19940615 MARK NOT FOUND   USPSQD
 DD2810
 DD2810                          STATION DESCRIPTION
 DD2810
 DD2810'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2810'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE CHOPPEE SCHOOL
 DD2810'AND IN THE PLAYGROUND OF THE SCHOOL.
 DD2810'
 DD2810'TO REACH THE STATION FROM OUTLAND AT THE JUNCTION OF STATE HIGHWAYS
 DD2810'179 AND 51, GO NORTHERLY ON HIGHWAY 179 FOR 4.3 MILES TO A T
 DD2810'INTERSECTION.  TURN RIGHT ON HIGHWAY S-22-6 AND GO 1.0 MILE TO
 DD2810'JUNCTION OF HIGHWAY S-22-4, TURN RIGHT AND GO SOUTHERLY ON S-22-4 FOR
 DD2810'0.6 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DD2810'
 DD2810'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2810'---022 007 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2810'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 35.8 METERS W FROM THE
 DD2810'THE CENTER OF HIGHWAY S-22-4, 19.2 METERS N FROM THE THE CENTER OF
 DD2810'DRIVEWAY TO SCHOOL AT NORTH ENTRANCE, 24.5 METERS W FROM THE POWER
 DD2810'LINE POLE WITH TRANSFORMER, 21.9 METERS W FROM A METAL WITNESS POST,
 DD2810'AND 25.2 METERS N FROM POWER POLE WITH A MERCURY LAMP A TOP.
 DD2810'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2810'DISK STAMPED---022 007 1981---SET INTO AN IRREGULAR MASS OF
 DD2810'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2810'
 DD2810'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2810'DISK STAMPED---022 007 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2810'CONCRETE MONUMENT 12 INCHES IN DIAMETER RECESSED 1 INCHES BELOW THE
 DD2810'GROUND LOCATED 14.3 METERS W FROM THE CENTER OF ROAD, 18.0 METERS N
 DD2810'FROM THE CENTER OF DRIVEWAY TO SCHOOL,  3.0 METERS W FROM THE POWER
 DD2810'LINE POLE WITH TRANSFORMER,  0.8 METERS SW FROM A METAL WITNESS POST,
 DD2810'AND IS LEVEL WITH THE STATION.
 DD2810'
 DD2810'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2810'STAMPED---022 007 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2810'MONUMENT 30 CM IN DIAMETER PROJECTING 1 INCHE ABOVE THE GROUND
 DD2810'LOCATED 11.4 METERS E FROM THE CENTER OF HIGHWAY S-22-4,  8.1 METERS
 DD2810'E FROM THE EAST EDGE OF HIGHWAY,  0.3 METERS W FROM THE FENCE LINE,
 DD2810'AND 0.3 METERS S FROM A METAL WITNESS POST.
 DD2810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 DD2810'S-22-4 FOR 0.30 MILE TO THE MARK ON THE LEFT.
 DD2810
 DD2810                          STATION RECOVERY (1987)
 DD2810
 DD2810'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987 (DDW)
 DD2810'MARK NOT FOUND.
 DD2810
 DD2810                          STATION RECOVERY (1994)
 DD2810
 DD2810'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2271 ***********************************************************************
 DD2271  DESIGNATION -  022 007 AZ MK
 DD2271  PID         -  DD2271
 DD2271  STATE/COUNTY-  SC/GEORGETOWN
 DD2271  USGS QUAD   -  CARVERS BAY (1973)
 DD2271
 DD2271                         *CURRENT SURVEY CONTROL
 DD2271  ___________________________________________________________________
 DD2271* NAD 83(2001)-  33 32 45.79080(N)    079 19 50.64337(W)     ADJUSTED  
 DD2271* NAVD 88     -         5.983  (meters)      19.63   (feet)  ADJUSTED  
 DD2271  ___________________________________________________________________
 DD2271  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 DD2271  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD2271  DYNAMIC HT  -           5.977 (meters)      19.61  (feet)  COMP
 DD2271  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 DD2271
 DD2271  HORZ ORDER  -  SECOND
 DD2271  VERT ORDER  -  FIRST     CLASS II
 DD2271
 DD2271.The horizontal coordinates were established by classical geodetic methods
 DD2271.and adjusted by the National Geodetic Survey in March 2004..
 DD2271
 DD2271.The orthometric height was determined by differential leveling
 DD2271.and adjusted by the National Geodetic Survey in June 1991..
 DD2271
 DD2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2271
 DD2271.The geoid height was determined by GEOID03.
 DD2271
 DD2271.The dynamic height is computed by dividing the NAVD 88
 DD2271.geopotential number by the normal gravity value computed on the
 DD2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2271.degrees latitude (g = 980.6199 gals.).
 DD2271
 DD2271.The modeled gravity was interpolated from observed gravity values.
 DD2271
 DD2271;                    North         East     Units Scale Factor Converg.
 DD2271;SPC SC       -   191,185.907   764,591.860   MT  0.99979596   +0 55 31.6
 DD2271;SPC SC       -   627,250.35  2,508,503.48   iFT  0.99979596   +0 55 31.6
 DD2271;UTM  17      - 3,713,072.848   654,976.823   MT  0.99989611   +0 55 21.5
 DD2271
 DD2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2271!SPC SC       -   1.00000442  x   0.99979596  =   0.99980038
 DD2271!UTM  17      -   1.00000442  x   0.99989611  =   0.99990053
 DD2271
 DD2271                          SUPERSEDED SURVEY CONTROL
 DD2271
 DD2271  NAD 83(1986)-  33 32 45.80022(N)    079 19 50.64749(W) AD(       ) 2
 DD2271  NAD 27      -  33 32 45.19473(N)    079 19 51.45595(W) AD(       ) 2
 DD2271  NGVD 29 (03/21/89)    6.289  (m)           20.63   (f) ADJUSTED    1 2
 DD2271
 DD2271.Superseded values are not recommended for survey control.
 DD2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2271.See file dsdata.txt to determine how the superseded data were derived.
 DD2271
 DD2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5497713073(NAD 83)
 DD2271_MARKER: DD = SURVEY DISK
 DD2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2271_SP_SET: CONCRETE POST
 DD2271_STAMPING: AZ MK 022 007 1981
 DD2271_MARK LOGO: SCGS  
 DD2271_PROJECTION: FLUSH
 DD2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2271+STABILITY: SURFACE MOTION
 DD2271
 DD2271  HISTORY     - Date     Condition        Report By
 DD2271  HISTORY     - 1981     MONUMENTED       MJH
 DD2271  HISTORY     - 1987     GOOD             SCGS
 DD2271  HISTORY     - 19940615 GOOD             USPSQD
 DD2271
 DD2271                          STATION DESCRIPTION
 DD2271
 DD2271'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2271'19.3 KM (12.0 MI) NNW FROM GEORGETOWN.
 DD2271'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2271'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2271'(CHURCH STREET) IN GEORGETOWN, THENCE 9.25 KM (5.75 MI) NORTHWEST
 DD2271'ALONG STATE ROAD 4, SET ALONG A FENCE LINE, 0.15 KM (0.1 MI)
 DD2271'SOUTHEAST OF THE MAIN ENTRANCE TO THE CHOPPEE HIGH SCHOOL, 11.35
 DD2271'METERS (37.2 FT) EAST-NORTHEAST OF THE CENTER OF THE ROAD, 23.68
 DD2271'METERS (77.7 FT) SOUTHEAST OF THE EXTENDED CENTER OF A PRIVATE SAND
 DD2271'ROAD LEADING WEST-SOUTHWEST, 0.35 METER (1.1 FT) WEST-SOUTHWEST OF
 DD2271'THE FENCE.
 DD2271'THE MARK IS 1.1 METERS  NW FROM  A WITNESS POST
 DD2271'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2271
 DD2271                          STATION RECOVERY (1994)
 DD2271
 DD2271'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2277 ***********************************************************************
 DD2277  DESIGNATION -  022 008
 DD2277  PID         -  DD2277
 DD2277  STATE/COUNTY-  SC/GEORGETOWN
 DD2277  USGS QUAD   -  CARVERS BAY (1973)
 DD2277
 DD2277                         *CURRENT SURVEY CONTROL
 DD2277  ___________________________________________________________________
 DD2277* NAD 83(2001)-  33 31 36.47399(N)    079 21 15.00799(W)     ADJUSTED  
 DD2277* NAVD 88     -         5.413  (meters)      17.76   (feet)  ADJUSTED  
 DD2277  ___________________________________________________________________
 DD2277  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 DD2277  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD2277  DYNAMIC HT  -           5.407 (meters)      17.74  (feet)  COMP
 DD2277  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 DD2277
 DD2277  HORZ ORDER  -  SECOND
 DD2277  VERT ORDER  -  FIRST     CLASS II
 DD2277
 DD2277.The horizontal coordinates were established by classical geodetic methods
 DD2277.and adjusted by the National Geodetic Survey in March 2004..
 DD2277
 DD2277.The orthometric height was determined by differential leveling
 DD2277.and adjusted by the National Geodetic Survey in June 1991..
 DD2277
 DD2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2277
 DD2277.The geoid height was determined by GEOID03.
 DD2277
 DD2277.The dynamic height is computed by dividing the NAVD 88
 DD2277.geopotential number by the normal gravity value computed on the
 DD2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2277.degrees latitude (g = 980.6199 gals.).
 DD2277
 DD2277.The modeled gravity was interpolated from observed gravity values.
 DD2277
 DD2277;                    North         East     Units Scale Factor Converg.
 DD2277;SPC SC       -   189,016.101   762,450.135   MT  0.99979674   +0 54 44.8
 DD2277;SPC SC       -   620,131.56  2,501,476.82   iFT  0.99979674   +0 54 44.8
 DD2277;UTM  17      - 3,710,902.947   652,834.779   MT  0.99988798   +0 54 33.2
 DD2277
 DD2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2277!SPC SC       -   1.00000450  x   0.99979674  =   0.99980124
 DD2277!UTM  17      -   1.00000450  x   0.99988798  =   0.99989248
 DD2277
 DD2277|---------------------------------------------------------------------|
 DD2277| PID    Reference Object                     Distance      Geod. Az  |
 DD2277|                                                           dddmmss.s |
 DD2277| DD2811 022 008 RM 2 AZ                     229.028 METERS 01732     |
 DD2277| DD2278 022 008 RM 1                          7.260 METERS 02004     |
 DD2277|---------------------------------------------------------------------|
 DD2277
 DD2277                          SUPERSEDED SURVEY CONTROL
 DD2277
 DD2277  NAD 83(1986)-  33 31 36.48376(N)    079 21 15.01196(W) AD(       ) 2
 DD2277  NAD 27      -  33 31 35.88152(N)    079 21 15.81553(W) AD(       ) 2
 DD2277  NGVD 29 (03/21/89)    5.718  (m)           18.76   (f) ADJUSTED    1 2
 DD2277
 DD2277.Superseded values are not recommended for survey control.
 DD2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2277.See file dsdata.txt to determine how the superseded data were derived.
 DD2277
 DD2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5283510903(NAD 83)
 DD2277_MARKER: DD = SURVEY DISK
 DD2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2277_SP_SET: CONCRETE POST
 DD2277_STAMPING: HORZ 022 008 1981
 DD2277_MARK LOGO: SCGS  
 DD2277_PROJECTION: RECESSED 4 CENTIMETERS
 DD2277_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2277+STABILITY: SURFACE MOTION
 DD2277
 DD2277  HISTORY     - Date     Condition        Report By
 DD2277  HISTORY     - 1981     MONUMENTED       SCGS
 DD2277  HISTORY     - 1987     GOOD             SCGS
 DD2277  HISTORY     - 19940615 GOOD             USPSQD
 DD2277
 DD2277                          STATION DESCRIPTION
 DD2277
 DD2277'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2277'THE STATION IS LOCATED ABOUT 17.8 KM (11.0 MI) NORTH-NORTHWEST OF
 DD2277'GEORGETOWN, ABOUT 4.0 KM (2.5 MI) NORTH OF THE COMMUNITY OF OUTLAND.
 DD2277'ON THE RIGHT-OF-WAY OF HIGHWAY S-22-179.  FOR INFORMATION CONTACT--
 DD2277'MR. GEORGE WEATHERS, P.O. BOX 191, COLUMBIA, S.C.  29202, TELEPHONE
 DD2277'(803) 758-3414.
 DD2277'
 DD2277'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD2277'701 AND STATE HIGHWAY 51 ABOUT 5.6 KM (3.5 MI) NORTH OF GEORGETOWN,
 DD2277'GO NORTHWEST ON STATE HIGHWAY 51 FOR 11.3 KM (7.0 MI) TO SIDE ROAD
 DD2277'RIGHT AND THE BROWNS FERRY ELEMENTARY SCHOOL ON RIGHT.  TURN RIGHT,
 DD2277'GO NORTHERLY ON HIGHWAY S-22-179 FOR ABOUT 0.05 MI TO TRIANGULATION
 DD2277'STATION ON RIGHT.  CONTINUE NORTHERLY ON HIGHWAY S-22-179 FOR 0.3 KM
 DD2277'(2.0 MI) TO THE STATION ON LEFT.
 DD2277'
 DD2277'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2277'---022 008 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2277'CM IN DIAMETER PROJECTING  2. CM ABOVE THE GROUND LOCATED  9.1 METERS
 DD2277'NW FROM THE CENTER OF HIGHWAY S-22-179,  1.2 METERS SE FROM THE POWER
 DD2277'POLE,  1.2 METERS SE FROM THE METAL WITNESS POST, AND  2.6 METERS E
 DD2277'FROM THE TELEPHONE JUNCTION BOX NO P53.
 DD2277'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2277'DISK STAMPED---022 008 1981---SET INTO AN IRREGULAR MASS OF
 DD2277'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2277'
 DD2277'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2277'DISK STAMPED---022 008 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2277'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2277'8.7 METERS NW FROM THE CENTER OF HIGHWAY S-22-179,  8.4 METERS E FROM
 DD2277'THE POWER POLE,  8.4 METERS E FROM THE METAL WITNESS POST,  9.9
 DD2277'METERS FROM THE TELEPHONE JUNCTION BOX NO P53, AND IS LEVEL WITH THE
 DD2277'STATION.
 DD2277'
 DD2277'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2277'DISK STAMPED---022 008 RM 2 1981---SET INTO THE TOP OF A ROUND
 DD2277'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING  2. CM ABOVE THE
 DD2277'GROUND RM 2 WAS USED AS AZIMUTH MARK.  TO REACH RM 2 FROM THE
 DD2277'STATION, GO NORTH ON HIGHWAY S-22-179 FOR 0.3 KM (0.2 MI) TO A SIDE
 DD2277'ROAD RIGHT AND STATION ON RIGHT. LOCATED  6.4 METERS W FROM THE
 DD2277'CENTER OF S-22-804, 11.6 METERS SE FROM THE CENTER OF S-22-318,  3.5
 DD2277'METERS N FROM THE CONCRETE POST MARKED M V MWP,  2.1 METERS S FROM
 DD2277'THE TELEPHONE JUNCTION BOX NO 58, AND IS LEVEL WITH THE STATION.
 DD2277
 DD2277                          STATION RECOVERY (1987)
 DD2277
 DD2277'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2277'17.9 KM (11.1 MI) NNW FROM GEORGETOWN.
 DD2277'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2277'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2277'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2277'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2277'6, THENCE 3.95 KM (2.45 MI) SOUTHERLY ALONG STATE ROAD 179, SET NEAR
 DD2277'A POWER POLE WITH A SECURITY LIGHT, TRANSFORMER AND A GUY WIRE, 0.1
 DD2277'KM (0.05 MI) SOUTH-SOUTHWEST OF THE MOUNT OLIVE BAPTIST CHURCH, 4.45
 DD2277'METERS (14.6 FT) WEST-SOUTHWEST OF THE NORTH END OF A 12-INCH PIPE
 DD2277'CULVERT, 1.2 METERS (3.9 FT) NORTHEAST OF THE POWER POLE, 9.35 METERS
 DD2277'(30.7 FT) WEST-NORTHWEST OF THE CENTER OF THE ROAD, 53.7 METERS
 DD2277'(176.2 FT) NORTH OF THE NORTH CORNER OF THE GEORGETOWN COUNTY FIRE
 DD2277'DEPARTMENT STATION NUMBER 3, 7.25 METERS (23.8 FT) SOUTH-SOUTHWEST OF
 DD2277'SURVEY MARK 022 008 RM 1 SCGS, 2.9 METERS (9.5 FT) NORTHEAST OF
 DD2277'TELEPHONE JUNCTION BOX NUMBER 53.
 DD2277'THE MARK IS 1.2 METERS  NE FROM  A WITNESS POST
 DD2277'THE MARK IS 0.1 M BELOW THE ROAD.
 DD2277
 DD2277                          STATION RECOVERY (1994)
 DD2277
 DD2277'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2278 ***********************************************************************
 DD2278  DESIGNATION -  022 008 RM 1
 DD2278  PID         -  DD2278
 DD2278  STATE/COUNTY-  SC/GEORGETOWN
 DD2278  USGS QUAD   -  CARVERS BAY (1973)
 DD2278
 DD2278                         *CURRENT SURVEY CONTROL
 DD2278  ___________________________________________________________________
 DD2278* NAD 83(1986)-  33 31 37.     (N)    079 21 15.     (W)     SCALED    
 DD2278* NAVD 88     -         5.240  (meters)      17.19   (feet)  ADJUSTED  
 DD2278  ___________________________________________________________________
 DD2278  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD2278  DYNAMIC HT  -           5.234 (meters)      17.17  (feet)  COMP
 DD2278  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 DD2278
 DD2278  VERT ORDER  -  FIRST     CLASS II
 DD2278
 DD2278.The horizontal coordinates were scaled from a topographic map and have
 DD2278.an estimated accuracy of +/- 6 seconds.
 DD2278
 DD2278.The orthometric height was determined by differential leveling
 DD2278.and adjusted by the National Geodetic Survey in June 1991..
 DD2278
 DD2278.The geoid height was determined by GEOID03.
 DD2278
 DD2278.The dynamic height is computed by dividing the NAVD 88
 DD2278.geopotential number by the normal gravity value computed on the
 DD2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2278.degrees latitude (g = 980.6199 gals.).
 DD2278
 DD2278.The modeled gravity was interpolated from observed gravity values.
 DD2278
 DD2278;                    North         East    Units  Estimated Accuracy
 DD2278;SPC SC       -   189,030.      762,450.      MT  (+/- 180 meters Scaled)
 DD2278
 DD2278                          SUPERSEDED SURVEY CONTROL
 DD2278
 DD2278  NGVD 29 (03/21/89)    5.545  (m)           18.19   (f) ADJUSTED    1 2
 DD2278
 DD2278.Superseded values are not recommended for survey control.
 DD2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2278.See file dsdata.txt to determine how the superseded data were derived.
 DD2278
 DD2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT528109(NAD 83)
 DD2278_MARKER: DD = SURVEY DISK
 DD2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2278_SP_SET: CONCRETE POST
 DD2278_STAMPING: RM 1 022 008 1981
 DD2278_MARK LOGO: SCGS  
 DD2278_PROJECTION: FLUSH
 DD2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2278+STABILITY: SURFACE MOTION
 DD2278
 DD2278  HISTORY     - Date     Condition        Report By
 DD2278  HISTORY     - 1981     MONUMENTED       SCGS
 DD2278  HISTORY     - 1987     GOOD             SCGS
 DD2278  HISTORY     - 19940615 GOOD             USPSQD
 DD2278
 DD2278                          STATION DESCRIPTION
 DD2278
 DD2278'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2278'17.9 KM (11.1 MI) NNW FROM GEORGETOWN.
 DD2278'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2278'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2278'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2278'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2278'6, THENCE 3.95 KM (2.45 MI) SOUTHERLY ALONG STATE ROAD 179, SET NEAR
 DD2278'A DITCH AND THE NORTH END OF A 12-INCH PIPE CULVERT, 0.1 KM (0.05 MI)
 DD2278'SOUTH-SOUTHWEST OF THE MOUNT OLIVE MISSIONARY BAPTIST CHURCH, 8.5
 DD2278'METERS (27.9 FT) WEST-NORTHWEST OF THE CENTER OF THE ROAD, 8.55
 DD2278'METERS (28.1 FT) NORTH-NORTHEAST OF A POWER POLE WITH SECURITY LIGHT,
 DD2278'TRANSFORMER AND A GUY WIRE, 10.2 METERS (33.5 FT) NORTH-NORTHEAST OF
 DD2278'A TELEPHONE JUNCTION BOX NUMBER 53, 4.45 METERS (14.6 FT) NORTH OF
 DD2278'THE NORTH END OF THE PIPE CULVERT, 59.7 METERS (195.9 FT) NORTH OF
 DD2278'THE NORTH CORNER OF THE GEORGETOWN FIRE DEPARTMENT STATION NUMBER 3.
 DD2278'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DD2278'THE MARK IS 0.15 M BELOW THE ROAD.
 DD2278
 DD2278                          STATION RECOVERY (1994)
 DD2278
 DD2278'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2811 ***********************************************************************
 DD2811  DESIGNATION -  022 008 RM 2 AZ
 DD2811  PID         -  DD2811
 DD2811  STATE/COUNTY-  SC/GEORGETOWN
 DD2811  USGS QUAD   -  CARVERS BAY (1973)
 DD2811
 DD2811                         *CURRENT SURVEY CONTROL
 DD2811  ___________________________________________________________________
 DD2811* NAD 83(2001)-  33 31 43.56216(N)    079 21 12.33343(W)     ADJUSTED  
 DD2811* NAVD 88     -         5.629  (meters)      18.47   (feet)  ADJUSTED  
 DD2811  ___________________________________________________________________
 DD2811  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 DD2811  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD2811  DYNAMIC HT  -           5.623 (meters)      18.45  (feet)  COMP
 DD2811  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 DD2811
 DD2811  HORZ ORDER  -  SECOND
 DD2811  VERT ORDER  -  FIRST     CLASS II
 DD2811
 DD2811.The horizontal coordinates were established by classical geodetic methods
 DD2811.and adjusted by the National Geodetic Survey in March 2004..
 DD2811
 DD2811.The orthometric height was determined by differential leveling
 DD2811.and adjusted by the National Geodetic Survey in June 1991..
 DD2811
 DD2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2811
 DD2811.The geoid height was determined by GEOID03.
 DD2811
 DD2811.The dynamic height is computed by dividing the NAVD 88
 DD2811.geopotential number by the normal gravity value computed on the
 DD2811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2811.degrees latitude (g = 980.6199 gals.).
 DD2811
 DD2811.The modeled gravity was interpolated from observed gravity values.
 DD2811
 DD2811;                    North         East     Units Scale Factor Converg.
 DD2811;SPC SC       -   189,235.510   762,515.648   MT  0.99979665   +0 54 46.3
 DD2811;SPC SC       -   620,851.41  2,501,691.76   iFT  0.99979665   +0 54 46.3
 DD2811;UTM  17      - 3,711,122.373   652,900.310   MT  0.99988823   +0 54 34.8
 DD2811
 DD2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2811!SPC SC       -   1.00000447  x   0.99979665  =   0.99980112
 DD2811!UTM  17      -   1.00000447  x   0.99988823  =   0.99989270
 DD2811
 DD2811                          SUPERSEDED SURVEY CONTROL
 DD2811
 DD2811  NAD 83(1986)-  33 31 43.57193(N)    079 21 12.33740(W) AD(       ) 2
 DD2811  NAD 27      -  33 31 42.96987(N)    079 21 13.14103(W) AD(       ) 2
 DD2811  NGVD 29 (03/21/89)    5.934  (m)           19.47   (f) ADJUSTED    1 2
 DD2811
 DD2811.Superseded values are not recommended for survey control.
 DD2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2811.See file dsdata.txt to determine how the superseded data were derived.
 DD2811
 DD2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5290011122(NAD 83)
 DD2811_MARKER: DD = SURVEY DISK
 DD2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2811_SP_SET: CONCRETE POST
 DD2811_MARK LOGO: SCGS  
 DD2811_PROJECTION: PROJECTING 4 CENTIMETERS
 DD2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2811+STABILITY: SURFACE MOTION
 DD2811
 DD2811  HISTORY     - Date     Condition        Report By
 DD2811  HISTORY     - 1981     MONUMENTED       SCGS
 DD2811  HISTORY     - 1987     GOOD             SCGS
 DD2811
 DD2811                          STATION DESCRIPTION
 DD2811
 DD2811'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2811'18.0 KM (11.2 MI) NNW FROM GEORGETOWN.
 DD2811'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2811'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2811'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2811'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2811'6, THENCE 3.7 KM (2.3 MI) SOUTHERLY ALONG STATE ROAD 179, SET NEAR A
 DD2811'POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES IN THE
 DD2811'NORTH-NORTHEAST ANGLE OF STATE ROAD 804, 2.1 METERS (6.9 FT)
 DD2811'SOUTHEAST OF THE POWER POLE, 11.1 METERS (36.4 FT) EAST-NORTHEAST OF
 DD2811'THE CENTER OF ROAD 179, 6.3 METERS (20.7 FT) NORTH-NORTHWEST OF THE
 DD2811'CENTER OF ROAD 804, 34.8 METERS (114.2 FT) NORTHWEST OF THE NORTHWEST
 DD2811'CORNER OF A SHINGLE-SIDED HOUSE.  NOTE--RM 2 WAS USED AS AN AZIMUTH
 DD2811'MARK FOR THE STATION.
 DD2811'THE MARK IS 0.8 METERS  ENE FROM  A WITNESS POST
 DD2811'THE MARK IS 0.1 M ABOVE ROAD 179.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2215 ***********************************************************************
 DD2215  DESIGNATION -  022 009
 DD2215  PID         -  DD2215
 DD2215  STATE/COUNTY-  SC/GEORGETOWN
 DD2215  USGS QUAD   -  RHEMS (1973)
 DD2215
 DD2215                         *CURRENT SURVEY CONTROL
 DD2215  ___________________________________________________________________
 DD2215* NAD 83(2001)-  33 33 11.25437(N)    079 24 36.15470(W)     ADJUSTED  
 DD2215* NAVD 88     -        15.214  (meters)      49.91   (feet)  ADJUSTED  
 DD2215  ___________________________________________________________________
 DD2215  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 DD2215  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DD2215  DYNAMIC HT  -          15.198 (meters)      49.86  (feet)  COMP
 DD2215  MODELED GRAV-     979,593.6   (mgal)                       NAVD 88
 DD2215
 DD2215  HORZ ORDER  -  SECOND
 DD2215  VERT ORDER  -  FIRST     CLASS II
 DD2215
 DD2215.The horizontal coordinates were established by classical geodetic methods
 DD2215.and adjusted by the National Geodetic Survey in March 2004..
 DD2215
 DD2215.The orthometric height was determined by differential leveling
 DD2215.and adjusted by the National Geodetic Survey in June 1991..
 DD2215
 DD2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2215
 DD2215.The geoid height was determined by GEOID03.
 DD2215
 DD2215.The dynamic height is computed by dividing the NAVD 88
 DD2215.geopotential number by the normal gravity value computed on the
 DD2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2215.degrees latitude (g = 980.6199 gals.).
 DD2215
 DD2215.The modeled gravity was interpolated from observed gravity values.
 DD2215
 DD2215;                    North         East     Units Scale Factor Converg.
 DD2215;SPC SC       -   191,854.059   757,216.550   MT  0.99979570   +0 52 53.3
 DD2215;SPC SC       -   629,442.45  2,484,306.27   iFT  0.99979570   +0 52 53.3
 DD2215;UTM  17      - 3,713,741.401   647,600.907   MT  0.99986859   +0 52 44.2
 DD2215
 DD2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2215!SPC SC       -   1.00000293  x   0.99979570  =   0.99979863
 DD2215!UTM  17      -   1.00000293  x   0.99986859  =   0.99987152
 DD2215
 DD2215|---------------------------------------------------------------------|
 DD2215| PID    Reference Object                     Distance      Geod. Az  |
 DD2215|                                                           dddmmss.s |
 DD2215| DD2216 022 009 RM 1                         14.342 METERS 15126     |
 DD2215| DD2217 022 009 RM 2                        115.386 METERS 30403     |
 DD2215|---------------------------------------------------------------------|
 DD2215
 DD2215                          SUPERSEDED SURVEY CONTROL
 DD2215
 DD2215  NAD 83(1986)-  33 33 11.26404(N)    079 24 36.15856(W) AD(       ) 2
 DD2215  NAD 27      -  33 33 10.66242(N)    079 24 36.95416(W) AD(       ) 2
 DD2215  NGVD 29 (03/21/89)   15.520  (m)           50.92   (f) ADJUSTED    1 2
 DD2215
 DD2215.Superseded values are not recommended for survey control.
 DD2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2215.See file dsdata.txt to determine how the superseded data were derived.
 DD2215
 DD2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4760113741(NAD 83)
 DD2215_MARKER: DD = SURVEY DISK
 DD2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2215_SP_SET: CONCRETE POST
 DD2215_STAMPING: HORZ 022 009 1981
 DD2215_MARK LOGO: SCGS  
 DD2215_PROJECTION: FLUSH
 DD2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2215+STABILITY: SURFACE MOTION
 DD2215
 DD2215  HISTORY     - Date     Condition        Report By
 DD2215  HISTORY     - 1981     MONUMENTED       SCGS
 DD2215  HISTORY     - 1987     GOOD             SCGS
 DD2215  HISTORY     - 19940615 GOOD             USPSQD
 DD2215
 DD2215                          STATION DESCRIPTION
 DD2215
 DD2215'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2215'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF OUTLAND, IN A CLEARING
 DD2215'AT THE NORTH EDGE OF A LARGE PALE GREEN PAINTED TANK AT A GAS
 DD2215'PUMPING STATION.
 DD2215'
 DD2215'TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD2215'HIGHWAY 51 AND 179 AT THE SCHOOL AT OUTLAND, GO NORTHWEST ON HIGHWAY
 DD2215'51 FOR 5.0 MILES TO A LARGE PALE GREEN  GAS TANK AT PUMP HOUSE AND
 DD2215'STATION ON RIGHT AS DESCRIBED.
 DD2215'
 DD2215'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2215'---022 009 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD2215'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 37.5 METERS NE FROM
 DD2215'THE CENTER OF HIGHWAY 51, 16.8 METERS NW FROM THE NORTHEAST CORNER OF
 DD2215'FENCE AROUND PUMPING STATION, 14.6 METERS NNW FROM THE POWER LINE
 DD2215'POLE AND METAL WITNESS POST, 32.9 METERS NE FROM THE POWER LINE POLE
 DD2215'WITH 2 TRANSFORMERS, AND 31.2 METERS N FROM THE SOUTHWEST CORNER OF
 DD2215'FENCE AROUND PUMPING STATION.
 DD2215'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2215'DISK STAMPED---022 009 1981---SET INTO AN IRREGULAR MASS OF
 DD2215'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2215'
 DD2215'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2215'DISK STAMPED---022 009 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2215'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2215'9.0 METERS W FROM THE NORTHEAST CORNER OF FENCE,  0.6 METERS NW FROM
 DD2215'THE FENCE,  0.6 METERS W FROM THE POWER LINE POLE,  0.6 METERS W FROM
 DD2215'A METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD2215'
 DD2215'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2215'DISK STAMPED---022 009 RM 2 1981---SET INTO THE TOP OF A ROUND
 DD2215'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND TO
 DD2215'REACH RM 2 FROM STATION, GO SOUTHWEST TO HIGHWAY.  TURN RIGHT AND GO
 DD2215'NORTHWEST FOR 0.1 MILE TO MARK ON LEFT AS DESCRIBED. LOCATED  8.5
 DD2215'METERS SW FROM THE CENTER OF HIGHWAY 51, 27.3 METERS W FROM THE POWER
 DD2215'LINE POLE,  0.3 METERS NE FROM A METAL WITNESS POST,  5.5 METERS SW
 DD2215'FROM THE SOUTH EDGE OF PAVEMENT OF HIGHWAY, AND IS LEVEL WITH THE
 DD2215'STATION.
 DD2215
 DD2215                          STATION RECOVERY (1987)
 DD2215
 DD2215'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2215'22.7 KM (14.1 MI) NNW FROM GEORGETOWN.
 DD2215'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2215'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2215'(CHURCH STREET) IN GEORGETOWN, THENCE 20.1 KM (12.5 MI) NORTHWESTERLY
 DD2215'ALONG STATE HIGHWAY 51, SET IN AN OPEN AREA NORTH OF A LARGE
 DD2215'HORIZONTAL TANK SURROUNDED BY A CHAIN LINK FENCE, 16.91 METERS (55.5
 DD2215'FT) NORTHWEST OF THE NORTHEAST CORNER OF THE FENCE, 14.68 METERS
 DD2215'(48.2 FT) NORTH-NORTHWEST OF A POWER POLE WITH A METER, SECURITY
 DD2215'LIGHT AND A GUY WIRE, 38.3 METERS (125.7 FT) EAST-NORTHEAST OF THE
 DD2215'CENTER OF THE HIGHWAY, 28.9 METERS (94.8 FT) EAST OF A POWER POLE
 DD2215'WITH TWO TRANSFORMERS, 15.15 METERS (49.7 FT) NORTH-NORTHWEST OF THE
 DD2215'FENCE.
 DD2215
 DD2215                          STATION RECOVERY (1994)
 DD2215
 DD2215'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2216 ***********************************************************************
 DD2216  DESIGNATION -  022 009 RM 1
 DD2216  PID         -  DD2216
 DD2216  STATE/COUNTY-  SC/GEORGETOWN
 DD2216  USGS QUAD   -  RHEMS (1973)
 DD2216
 DD2216                         *CURRENT SURVEY CONTROL
 DD2216  ___________________________________________________________________
 DD2216* NAD 83(1986)-  33 33 12.     (N)    079 24 36.     (W)     SCALED    
 DD2216* NAVD 88     -        15.190  (meters)      49.84   (feet)  ADJUSTED  
 DD2216  ___________________________________________________________________
 DD2216  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DD2216  DYNAMIC HT  -          15.174 (meters)      49.78  (feet)  COMP
 DD2216  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 DD2216
 DD2216  VERT ORDER  -  FIRST     CLASS II
 DD2216
 DD2216.The horizontal coordinates were scaled from a topographic map and have
 DD2216.an estimated accuracy of +/- 6 seconds.
 DD2216
 DD2216.The orthometric height was determined by differential leveling
 DD2216.and adjusted by the National Geodetic Survey in June 1991..
 DD2216
 DD2216.The geoid height was determined by GEOID03.
 DD2216
 DD2216.The dynamic height is computed by dividing the NAVD 88
 DD2216.geopotential number by the normal gravity value computed on the
 DD2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2216.degrees latitude (g = 980.6199 gals.).
 DD2216
 DD2216.The modeled gravity was interpolated from observed gravity values.
 DD2216
 DD2216;                    North         East    Units  Estimated Accuracy
 DD2216;SPC SC       -   191,880.      757,220.      MT  (+/- 180 meters Scaled)
 DD2216
 DD2216                          SUPERSEDED SURVEY CONTROL
 DD2216
 DD2216  NGVD 29 (03/21/89)   15.495  (m)           50.84   (f) ADJUSTED    1 2
 DD2216
 DD2216.Superseded values are not recommended for survey control.
 DD2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2216.See file dsdata.txt to determine how the superseded data were derived.
 DD2216
 DD2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT476137(NAD 83)
 DD2216_MARKER: DD = SURVEY DISK
 DD2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2216_SP_SET: CONCRETE POST
 DD2216_STAMPING: RM 1 022 009 1981
 DD2216_MARK LOGO: SCGS  
 DD2216_PROJECTION: PROJECTING 4 CENTIMETERS
 DD2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2216+STABILITY: SURFACE MOTION
 DD2216
 DD2216  HISTORY     - Date     Condition        Report By
 DD2216  HISTORY     - 1981     MONUMENTED       SCGS
 DD2216  HISTORY     - 1987     GOOD             SCGS
 DD2216  HISTORY     - 19940615 GOOD             USPSQD
 DD2216
 DD2216                          STATION DESCRIPTION
 DD2216
 DD2216'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2216'22.7 KM (14.1 MI) NNW FROM GEORGETOWN.
 DD2216'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2216'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2216'(CHURCH STREET) IN GEORGETOWN, THENCE 20.1 KM (12.5 MI) NORTHWESTERLY
 DD2216'ALONG STATE HIGHWAY 51, SET NEAR A POWER POLE ON THE NORTH SIDE OF A
 DD2216'CHAIN LINK FENCE SURROUNDING A LARGE HORIZONTAL TANK, 14.36 METERS
 DD2216'(47.1 FT) SOUTH-SOUTHEAST OF SURVEY MARK 022 009 SCGS, 0.73 METER
 DD2216'(2.4 FT) WEST OF A POWER POLE WITH A METER, SECURITY LIGHT AND A GUY
 DD2216'WIRE, 37.6 METERS (123.4 FT) EAST-NORTHEAST OF THE CENTER OF THE
 DD2216'HIGHWAY, 34.91 METERS (114.5 FT) EAST-SOUTHEAST OF A POWER POLE WITH
 DD2216'TWO TRANSFORMERS, 8.95 METERS (29.4 FT) WEST OF THE NORTHEAST CORNER
 DD2216'OF THE FENCE.
 DD2216'THE MARK IS 0.63 METERS  W FROM  A WITNESS POST
 DD2216'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2216
 DD2216                          STATION RECOVERY (1994)
 DD2216
 DD2216'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2217 ***********************************************************************
 DD2217  DESIGNATION -  022 009 RM 2
 DD2217  PID         -  DD2217
 DD2217  STATE/COUNTY-  SC/GEORGETOWN
 DD2217  USGS QUAD   -  RHEMS (1973)
 DD2217
 DD2217                         *CURRENT SURVEY CONTROL
 DD2217  ___________________________________________________________________
 DD2217* NAD 83(2001)-  33 33 13.35141(N)    079 24 39.86077(W)     ADJUSTED  
 DD2217* NAVD 88     -        15.051  (meters)      49.38   (feet)  ADJUSTED  
 DD2217  ___________________________________________________________________
 DD2217  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 DD2217  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DD2217  DYNAMIC HT  -          15.036 (meters)      49.33  (feet)  COMP
 DD2217  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 DD2217
 DD2217  HORZ ORDER  -  SECOND
 DD2217  VERT ORDER  -  FIRST     CLASS II
 DD2217
 DD2217.The horizontal coordinates were established by classical geodetic methods
 DD2217.and adjusted by the National Geodetic Survey in March 2004..
 DD2217
 DD2217.The orthometric height was determined by differential leveling
 DD2217.and adjusted by the National Geodetic Survey in June 1991..
 DD2217
 DD2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2217
 DD2217.The geoid height was determined by GEOID03.
 DD2217
 DD2217.The dynamic height is computed by dividing the NAVD 88
 DD2217.geopotential number by the normal gravity value computed on the
 DD2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2217.degrees latitude (g = 980.6199 gals.).
 DD2217
 DD2217.The modeled gravity was interpolated from observed gravity values.
 DD2217
 DD2217;                    North         East     Units Scale Factor Converg.
 DD2217;SPC SC       -   191,917.177   757,119.986   MT  0.99979568   +0 52 51.2
 DD2217;SPC SC       -   629,649.53  2,483,989.46   iFT  0.99979568   +0 52 51.2
 DD2217;UTM  17      - 3,713,804.528   647,504.339   MT  0.99986824   +0 52 42.2
 DD2217
 DD2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2217!SPC SC       -   1.00000295  x   0.99979568  =   0.99979863
 DD2217!UTM  17      -   1.00000295  x   0.99986824  =   0.99987119
 DD2217
 DD2217                          SUPERSEDED SURVEY CONTROL
 DD2217
 DD2217  NAD 83(1986)-  33 33 13.36108(N)    079 24 39.86462(W) AD(       ) 2
 DD2217  NAD 27      -  33 33 12.75966(N)    079 24 40.66000(W) AD(       ) 2
 DD2217  NGVD 29 (03/21/89)   15.356  (m)           50.38   (f) ADJUSTED    1 2
 DD2217
 DD2217.Superseded values are not recommended for survey control.
 DD2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2217.See file dsdata.txt to determine how the superseded data were derived.
 DD2217
 DD2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4750413805(NAD 83)
 DD2217_MARKER: DD = SURVEY DISK
 DD2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2217_SP_SET: CONCRETE POST
 DD2217_STAMPING: RM 2 022 009 1981
 DD2217_MARK LOGO: SCGS  
 DD2217_PROJECTION: FLUSH
 DD2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2217+STABILITY: SURFACE MOTION
 DD2217
 DD2217  HISTORY     - Date     Condition        Report By
 DD2217  HISTORY     - 1981     MONUMENTED       MJH
 DD2217  HISTORY     - 1987     GOOD             SCGS
 DD2217  HISTORY     - 19940615 MARK NOT FOUND   USPSQD
 DD2217  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2217
 DD2217                          STATION DESCRIPTION
 DD2217
 DD2217'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2217'22.7 KM (14.1 MI) NNW FROM GEORGETOWN.
 DD2217'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2217'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2217'(CHURCH STREET) IN GEORGETOWN, THENCE 20.2 KM (12.55 MI)
 DD2217'NORTHWESTERLY ALONG STATE HIGHWAY 51, SET NEAR A DITCH LINE, 9.35
 DD2217'METERS (30.7 FT) WEST-SOUTHWEST OF THE CENTER HIGHWAY, 1.14 METERS
 DD2217'(3.7 FT) EAST OF A 3-INCH WILLOW OAK TREE, 31.3 METERS (102.7 FT)
 DD2217'WEST-NORTHWEST OF A POWER POLE, 69.2 METERS (227.0 FT)
 DD2217'SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF A PRIVATE PAVED ROAD
 DD2217'LEADING EAST-NORTHEAST.
 DD2217'THE MARK IS 0.35 METERS  NNW FROM  A WITNESS POST
 DD2217'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2217
 DD2217                          STATION RECOVERY (1994)
 DD2217
 DD2217'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2217'MARK NOT FOUND.
 DD2217
 DD2217                          STATION RECOVERY (2006)
 DD2217
 DD2217'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2217'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD2217'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD2217'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2169 ***********************************************************************
 DD2169  DESIGNATION -  022 010
 DD2169  PID         -  DD2169
 DD2169  STATE/COUNTY-  SC/GEORGETOWN
 DD2169  USGS QUAD   -  OLIN (1973)
 DD2169
 DD2169                         *CURRENT SURVEY CONTROL
 DD2169  ___________________________________________________________________
 DD2169* NAD 83(2001)-  33 29 23.05381(N)    079 28 21.10771(W)     ADJUSTED  
 DD2169* NAVD 88     -        10.171  (meters)      33.37   (feet)  ADJUSTED  
 DD2169  ___________________________________________________________________
 DD2169  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 DD2169  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DD2169  DYNAMIC HT  -          10.160 (meters)      33.33  (feet)  COMP
 DD2169  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DD2169
 DD2169  HORZ ORDER  -  SECOND
 DD2169  VERT ORDER  -  FIRST     CLASS II
 DD2169
 DD2169.The horizontal coordinates were established by classical geodetic methods
 DD2169.and adjusted by the National Geodetic Survey in March 2004..
 DD2169
 DD2169.The orthometric height was determined by differential leveling
 DD2169.and adjusted by the National Geodetic Survey in June 1991..
 DD2169
 DD2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2169
 DD2169.The geoid height was determined by GEOID03.
 DD2169
 DD2169.The dynamic height is computed by dividing the NAVD 88
 DD2169.geopotential number by the normal gravity value computed on the
 DD2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2169.degrees latitude (g = 980.6199 gals.).
 DD2169
 DD2169.The modeled gravity was interpolated from observed gravity values.
 DD2169
 DD2169;                    North         East     Units Scale Factor Converg.
 DD2169;SPC SC       -   184,738.036   751,519.388   MT  0.99979854   +0 50 48.6
 DD2169;SPC SC       -   606,095.92  2,465,614.79   iFT  0.99979854   +0 50 48.6
 DD2169;UTM  17      - 3,706,625.260   641,902.998   MT  0.99984826   +0 50 34.7
 DD2169
 DD2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2169!SPC SC       -   1.00000371  x   0.99979854  =   0.99980225
 DD2169!UTM  17      -   1.00000371  x   0.99984826  =   0.99985197
 DD2169
 DD2169|---------------------------------------------------------------------|
 DD2169| PID    Reference Object                     Distance      Geod. Az  |
 DD2169|                                                           dddmmss.s |
 DD2169| DD2170 022 010 RM 1                         12.850 METERS 04422     |
 DD2169| DD2168 022 010 RM 2                        335.219 METERS 22955     |
 DD2169|---------------------------------------------------------------------|
 DD2169
 DD2169                          SUPERSEDED SURVEY CONTROL
 DD2169
 DD2169  NAD 83(1986)-  33 29 23.06376(N)    079 28 21.11154(W) AD(       ) 2
 DD2169  NAD 27      -  33 29 22.46133(N)    079 28 21.89675(W) AD(       ) 2
 DD2169  NGVD 29 (03/21/89)   10.474  (m)           34.36   (f) ADJUSTED    1 2
 DD2169
 DD2169.Superseded values are not recommended for survey control.
 DD2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2169.See file dsdata.txt to determine how the superseded data were derived.
 DD2169
 DD2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4190306625(NAD 83)
 DD2169_MARKER: DD = SURVEY DISK
 DD2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2169_SP_SET: CONCRETE POST
 DD2169_STAMPING: HORZ 022 010 1981
 DD2169_MARK LOGO: SCGS  
 DD2169_PROJECTION: FLUSH
 DD2169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2169+STABILITY: SURFACE MOTION
 DD2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2169+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2001
 DD2169
 DD2169  HISTORY     - Date     Condition        Report By
 DD2169  HISTORY     - 1981     MONUMENTED       SCGS
 DD2169  HISTORY     - 1987     GOOD             SCGS
 DD2169  HISTORY     - 19940613 GOOD             USPSQD
 DD2169  HISTORY     - 20010614 GOOD             USPSQD
 DD2169
 DD2169                          STATION DESCRIPTION
 DD2169
 DD2169'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2169'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTHEAST OF ANDREWS, 4.0
 DD2169'KM (2.5 MI) SOUTHEAST OF THE WILLIAMSBURG COUNTY LINE, 1.2 KM (0.75
 DD2169'MI) EAST OF THE BLACK RIVER, ON THE MOUNT PLEASANT PLANTATION.
 DD2169'PROPERTY OWNED BY JEAN YAWKEY, 990 WASHINGTON ST. DEDHAM, MASS.
 DD2169'02026.
 DD2169'
 DD2169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 521 AND STATE
 DD2169'HIGHWAY 41 IN ANDREWS, GO NORTH ON HIGHWAY 41 FOR 7.4 KM (4.6 MI) TO
 DD2169'A PAVED ROAD RIGHT (S-22-38).  TURN RIGHT, EAST, FOR 5.1 KM (3.2 MI)
 DD2169'TO A DIRT ROAD LEFT AT THE PLANTATION SIGN.  TURN LEFT, NORTHEAST,
 DD2169'FOR 0.2 KM (0.15 MI) TO THE STATION ON THE RIGHT.  DESCRIBED BY M. W.
 DD2169'LAYTON.
 DD2169'
 DD2169'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2169'---022 010 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2169'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  3.8 METERS SE FROM
 DD2169'CENTER OF DIRT DRIVEWAY,  3.2 METERS NW FROM METAL WITNESS POST,  1.2
 DD2169'METERS N FROM METAL PIPE JUTTING FROM GROUND 5 INCHES, AND  3.8
 DD2169'METERS NNW FROM 10 INCH GUM TREE.
 DD2169'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2169'DISK STAMPED---022 010 1981---SET INTO AN IRREGULAR MASS OF
 DD2169'CONCRETE .2 METERS BELOW THE SURFACE.
 DD2169'
 DD2169'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2169'DISK STAMPED---RM 1 022 010 1981---SET INTO THE TOP OF A ROUND
 DD2169'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2169'4.3 METERS SE FROM CENTER OF DIRT DRIVEWAY, 14.1 METERS NE FROM THE
 DD2169'METAL WITNESS POST NEAR STATION,  3.5 METERS N FROM 18 INCH PINE
 DD2169'TREE, AND IS LEVEL WITH THE STATION.
 DD2169'
 DD2169'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2169'DISK STAMPED---RM 2 022 010 1981---SET INTO THE TOP OF A ROUND
 DD2169'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2169'1.6 METERS ESE FROM WOODEN FENCE POST,  6.7 METERS WNW FROM CENTER OF
 DD2169'COUNTY ROAD S-22-38, 24.8 METERS SW FROM CENTER OF SIGN THAT READS
 DD2169'MT. PLEASANT PLANTATION, 19.8 METERS E FROM CENTER OF GATE IN FENCE
 DD2169'LINE, AND IS LEVEL WITH THE STATION.
 DD2169
 DD2169                          STATION RECOVERY (1987)
 DD2169
 DD2169'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2169'9.3 KM (5.8 MI) ENE FROM ANDREWS.
 DD2169'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2169'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2169'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 1.85 KM (1.15 MI)
 DD2169'NORTHEAST ALONG HIGHWAY 41, THENCE 5.15 KM (3.2 MI) EASTERLY ALONG
 DD2169'STATE ROAD 38, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG THE ENTRANCE
 DD2169'ROAD TO THE MOUNT PLEASANT PLANTATION, SET NEAR A DOUBLE-TRUNKED PINE
 DD2169'TREE IN THE EAST ANGLE OF A CUT IN THE ROAD BANK (ALLOWS ROAD TO
 DD2169'DRAIN), 4.0 METERS (13.1 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 3.8
 DD2169'METERS (12.5 FT) NORTH-NORTHWEST OF THE PINE TREE, 1.27 METERS (4.2
 DD2169'FT) NORTH-NORTHEAST OF A 2-INCH PIPE PROJECTING 5-INCHES, 59.0 METERS
 DD2169'(193.6 FT) SOUTH-SOUTHEAST OF A POWER POLE.
 DD2169'THE MARK IS 3.39 METERS  NW FROM  A WITNESS POST
 DD2169'THE MARK IS 0.1 M ABOVE THE ROAD.
 DD2169
 DD2169                          STATION RECOVERY (1994)
 DD2169
 DD2169'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2169'RECOVERED IN GOOD CONDITION.
 DD2169
 DD2169                          STATION RECOVERY (2001)
 DD2169
 DD2169'RECOVERY NOTE BY US POWER SQUADRON 2001 (WCB)
 DD2169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2170 ***********************************************************************
 DD2170  DESIGNATION -  022 010 RM 1
 DD2170  PID         -  DD2170
 DD2170  STATE/COUNTY-  SC/GEORGETOWN
 DD2170  USGS QUAD   -  OLIN (1973)
 DD2170
 DD2170                         *CURRENT SURVEY CONTROL
 DD2170  ___________________________________________________________________
 DD2170* NAD 83(1986)-  33 29 23.     (N)    079 28 21.     (W)     SCALED    
 DD2170* NAVD 88     -        10.194  (meters)      33.44   (feet)  ADJUSTED  
 DD2170  ___________________________________________________________________
 DD2170  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DD2170  DYNAMIC HT  -          10.183 (meters)      33.41  (feet)  COMP
 DD2170  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DD2170
 DD2170  VERT ORDER  -  FIRST     CLASS II
 DD2170
 DD2170.The horizontal coordinates were scaled from a topographic map and have
 DD2170.an estimated accuracy of +/- 6 seconds.
 DD2170
 DD2170.The orthometric height was determined by differential leveling
 DD2170.and adjusted by the National Geodetic Survey in June 1991..
 DD2170
 DD2170.The geoid height was determined by GEOID03.
 DD2170
 DD2170.The dynamic height is computed by dividing the NAVD 88
 DD2170.geopotential number by the normal gravity value computed on the
 DD2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2170.degrees latitude (g = 980.6199 gals.).
 DD2170
 DD2170.The modeled gravity was interpolated from observed gravity values.
 DD2170
 DD2170;                    North         East    Units  Estimated Accuracy
 DD2170;SPC SC       -   184,740.      751,520.      MT  (+/- 180 meters Scaled)
 DD2170
 DD2170                          SUPERSEDED SURVEY CONTROL
 DD2170
 DD2170  NGVD 29 (03/21/89)   10.497  (m)           34.44   (f) ADJUSTED    1 2
 DD2170
 DD2170.Superseded values are not recommended for survey control.
 DD2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2170.See file dsdata.txt to determine how the superseded data were derived.
 DD2170
 DD2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT419066(NAD 83)
 DD2170_MARKER: DD = SURVEY DISK
 DD2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2170_SP_SET: CONCRETE POST
 DD2170_STAMPING: RM 1 022 010 1981
 DD2170_MARK LOGO: SCGS  
 DD2170_PROJECTION: FLUSH
 DD2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2170+STABILITY: SURFACE MOTION
 DD2170
 DD2170  HISTORY     - Date     Condition        Report By
 DD2170  HISTORY     - 1981     MONUMENTED       SCGS
 DD2170  HISTORY     - 1987     GOOD             SCGS
 DD2170  HISTORY     - 19940613 GOOD             USPSQD
 DD2170
 DD2170                          STATION DESCRIPTION
 DD2170
 DD2170'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2170'9.3 KM (5.8 MI) NE FROM ANDREWS.
 DD2170'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2170'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2170'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 1.85 KM (1.15 MI)
 DD2170'NORTHEAST ALONG HIGHWAY 41, THENCE 5.15 KM (3.2 MI) EASTERLY ALONG
 DD2170'STATE ROAD 38, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG THE ENTRANCE
 DD2170'ROAD TO THE MOUNT PLEASANT PLANTATION, SET ON TOP OF THE ROAD BANK,
 DD2170'4.05 METERS (13.3 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 56.55
 DD2170'METERS (185.5 FT) SOUTHEAST OF A POWER POLE, 12.85 METERS (42.2 FT)
 DD2170'NORTHEAST OF SURVEY MARK 022 010 SCGS.
 DD2170'THE MARK IS 1.74 METERS  NW FROM  A WITNESS POST
 DD2170'THE MARK IS 0.1 M ABOVE THE ROAD.
 DD2170
 DD2170                          STATION RECOVERY (1994)
 DD2170
 DD2170'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2168 ***********************************************************************
 DD2168  DESIGNATION -  022 010 RM 2
 DD2168  PID         -  DD2168
 DD2168  STATE/COUNTY-  SC/GEORGETOWN
 DD2168  USGS QUAD   -  OLIN (1973)
 DD2168
 DD2168                         *CURRENT SURVEY CONTROL
 DD2168  ___________________________________________________________________
 DD2168* NAD 83(2001)-  33 29 16.04820(N)    079 28 31.04326(W)     ADJUSTED  
 DD2168* NAVD 88     -        11.056  (meters)      36.27   (feet)  ADJUSTED  
 DD2168  ___________________________________________________________________
 DD2168  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 DD2168  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DD2168  DYNAMIC HT  -          11.044 (meters)      36.23  (feet)  COMP
 DD2168  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 DD2168
 DD2168  HORZ ORDER  -  SECOND
 DD2168  VERT ORDER  -  FIRST     CLASS II
 DD2168
 DD2168.The horizontal coordinates were established by classical geodetic methods
 DD2168.and adjusted by the National Geodetic Survey in March 2004..
 DD2168
 DD2168.The orthometric height was determined by differential leveling
 DD2168.and adjusted by the National Geodetic Survey in June 1991..
 DD2168
 DD2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2168
 DD2168.The geoid height was determined by GEOID03.
 DD2168
 DD2168.The dynamic height is computed by dividing the NAVD 88
 DD2168.geopotential number by the normal gravity value computed on the
 DD2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2168.degrees latitude (g = 980.6199 gals.).
 DD2168
 DD2168.The modeled gravity was interpolated from observed gravity values.
 DD2168
 DD2168;                    North         East     Units Scale Factor Converg.
 DD2168;SPC SC       -   184,518.480   751,266.166   MT  0.99979865   +0 50 43.1
 DD2168;SPC SC       -   605,375.59  2,464,784.01   iFT  0.99979865   +0 50 43.1
 DD2168;UTM  17      - 3,706,405.709   641,649.749   MT  0.99984737   +0 50 29.1
 DD2168
 DD2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2168!SPC SC       -   1.00000357  x   0.99979865  =   0.99980222
 DD2168!UTM  17      -   1.00000357  x   0.99984737  =   0.99985094
 DD2168
 DD2168                          SUPERSEDED SURVEY CONTROL
 DD2168
 DD2168  NAD 83(1986)-  33 29 16.05815(N)    079 28 31.04711(W) AD(       ) 2
 DD2168  NAD 27      -  33 29 15.45547(N)    079 28 31.83196(W) AD(       ) 2
 DD2168  NGVD 29 (03/21/89)   11.359  (m)           37.27   (f) ADJUSTED    1 2
 DD2168
 DD2168.Superseded values are not recommended for survey control.
 DD2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2168.See file dsdata.txt to determine how the superseded data were derived.
 DD2168
 DD2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4165006406(NAD 83)
 DD2168_MARKER: DD = SURVEY DISK
 DD2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2168_SP_SET: CONCRETE POST
 DD2168_STAMPING: RM 2 022 010 1981
 DD2168_MARK LOGO: SCGS  
 DD2168_PROJECTION: FLUSH
 DD2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2168+STABILITY: SURFACE MOTION
 DD2168
 DD2168  HISTORY     - Date     Condition        Report By
 DD2168  HISTORY     - 1981     MONUMENTED       MJH
 DD2168  HISTORY     - 1987     GOOD             SCGS
 DD2168  HISTORY     - 19940613 GOOD             USPSQD
 DD2168
 DD2168                          STATION DESCRIPTION
 DD2168
 DD2168'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2168'8.9 KM (5.55 MI) ENE FROM ANDREWS.
 DD2168'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2168'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2168'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 1.85 KM (1.15 MI)
 DD2168'NORTHEAST ALONG HIGHWAY 41, THENCE 5.15 KM (3.2 MI) EASTERLY ALONG
 DD2168'STATE ROAD 38 TO THE ENTRANCE ROAD TO THE MOUNT PLEASANT PLANTATION,
 DD2168'SET NEAR A BARBED-WIRE FENCE CORNER POST IN THE NORTH-NORTHWEST ANGLE
 DD2168'OF THE SAND ROAD, 6.6 METERS (21.7 FT) NORTH-NORTHEAST OF THE CENTER
 DD2168'OF THE ROAD, 9.1 METERS (29.9 FT) NORTHWEST OF THE EXTENDED CENTER OF
 DD2168'THE ENTRANCE ROAD, 0.52 METER (1.7 FT) EAST-SOUTHEAST OF THE CORNER
 DD2168'POST, 15.0 METERS (49.2 FT) EAST-SOUTHEAST OF THE EAST-SOUTHEAST GATE
 DD2168'POST OF A METAL DOUBLE GATE, 26.42 METERS (86.7 FT) WEST OF A
 DD2168'TELPHONE JUNCTION BOX BEHIND THE PLANTATION SIGN.
 DD2168'THE MARK IS 0.52 METERS  ESE FROM  A WITNESS POST
 DD2168'THE MARK IS 0.2 M BELOW ROAD 38.
 DD2168
 DD2168                          STATION RECOVERY (1994)
 DD2168
 DD2168'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2816 ***********************************************************************
 DD2816  DESIGNATION -  022 011
 DD2816  PID         -  DD2816
 DD2816  STATE/COUNTY-  SC/GEORGETOWN
 DD2816  USGS QUAD   -  RHEMS (1973)
 DD2816
 DD2816                         *CURRENT SURVEY CONTROL
 DD2816  ___________________________________________________________________
 DD2816* NAD 83(2001)-  33 31 27.02602(N)    079 27 17.04032(W)     ADJUSTED  
 DD2816* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 DD2816  ___________________________________________________________________
 DD2816  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 DD2816  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DD2816
 DD2816  HORZ ORDER  -  SECOND
 DD2816
 DD2816.The horizontal coordinates were established by classical geodetic methods
 DD2816.and adjusted by the National Geodetic Survey in March 2004..
 DD2816
 DD2816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2816
 DD2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2816
 DD2816.The geoid height was determined by GEOID03.
 DD2816
 DD2816;                    North         East     Units Scale Factor Converg.
 DD2816;SPC SC       -   188,580.916   753,115.667   MT  0.99979685   +0 51 24.1
 DD2816;SPC SC       -   618,703.79  2,470,851.93   iFT  0.99979685   +0 51 24.1
 DD2816;UTM  17      - 3,710,468.247   643,499.596   MT  0.99985387   +0 51 12.9
 DD2816
 DD2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2816!SPC SC       -   1.00000362  x   0.99979685  =   0.99980047
 DD2816!UTM  17      -   1.00000362  x   0.99985387  =   0.99985749
 DD2816
 DD2816:                Primary Azimuth Mark                     Grid Az
 DD2816:SPC SC       -  022 011 AZ MK                            201 19 02.7
 DD2816:UTM  17      -  022 011 AZ MK                            201 19 13.9
 DD2816
 DD2816|---------------------------------------------------------------------|
 DD2816| PID    Reference Object                     Distance      Geod. Az  |
 DD2816|                                                           dddmmss.s |
 DD2816| DD2815 022 011 AZ MK                       APPROX. 0.8 KM 2021026.8 |
 DD2816| DD3698 022 011 RM 1                         10.384 METERS 27417     |
 DD2816|---------------------------------------------------------------------|
 DD2816
 DD2816                          SUPERSEDED SURVEY CONTROL
 DD2816
 DD2816  NAD 83(1986)-  33 31 27.03601(N)    079 27 17.04397(W) AD(       ) 2
 DD2816  NAD 27      -  33 31 26.43717(N)    079 27 17.83241(W) AD(       ) 2
 DD2816  NGVD 29 (07/19/86)   11.0    (m)           36.     (f) VERT ANG       
 DD2816
 DD2816.Superseded values are not recommended for survey control.
 DD2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2816.See file dsdata.txt to determine how the superseded data were derived.
 DD2816
 DD2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4350010468(NAD 83)
 DD2816_MARKER: DD = SURVEY DISK
 DD2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2816
 DD2816  HISTORY     - Date     Condition        Report By
 DD2816  HISTORY     - 1981     MONUMENTED       SCGS
 DD2816  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2816
 DD2816                          STATION DESCRIPTION
 DD2816
 DD2816'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2816'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTHEAST OF ANDREWS, 8.1
 DD2816'KM (5 MI) EAST OF THE JUNCTION OF STATE HIGHWAYS 527 AND 41, 1.6 KM
 DD2816'(1 MI) NORTHEAST OF THE MOUNT PLEASANT PLANTATION, ON PROPERTY OF
 DD2816'INTERNATIONAL PAPER COMPANY.
 DD2816'
 DD2816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 521 AND STATE
 DD2816'HIGHWAY 41 IN ANDREWS, GO NORTH ON HIGHWAY 41 FOR 7.4 KM (4.6 MI) TO
 DD2816'A PAVED ROAD RIGHT (S-22-38).  TURN RIGHT, EAST, FOR 5.1 KM (3.2 MI)
 DD2816'TO A DIRT ROAD LEFT AT THE PLANTATION SIGN.  TURN LEFT, NORTHEAST,
 DD2816'FOR 2.4 KM (1.50 MI) Y IN ROAD
 DD2816'KEEP LEFT, UPPER ROAD, FOR 0.2
 DD2816'KM (0.15 MI) TO A T-ROAD.  TURN SHARP LEFT, WEST, FOR 0.4 KM (0.25
 DD2816'MI) .  TURN RIGHT, NORTHERLY, ON GRASSY ROAD FOR 0.5 KM (0.3 MI) TO A
 DD2816'GATE, WHICH IS OPEN.  CONTINUE AHEAD, ENTERING WOODS, FOR 1.3 KM (0.8
 DD2816'MI) TO A GATE, WHICH IS LOCKED.  (THE KEY TO STATION PLEASANT FITS
 DD2816'BOTH LOCKS.)  CONTINUE AHEAD, NORTHERLY, (THIS IS INTERNATIONAL PAPER
 DD2816'CO. LAND) FOR 1.3 KM (0.8 MI) TO STATION ON RIGHT AT END OF PINE
 DD2816'TREES, ALONG EDGE OF ROAD, WHERE ROAD CURVES TO THE LEFT.  DESCRIBED
 DD2816'BY M. W. LAYTON.
 DD2816'
 DD2816'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2816'---022 011 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2816'CM IN DIAMETER PROJECTING 3.5 CM ABOVE THE GROUND LOCATED  0.7 METERS
 DD2816'ENE FROM METAL WITNESS POST AND 23.3 METERS ESE FROM CENTER OF DIRT
 DD2816'ROAD.
 DD2816'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2816'DISK STAMPED---022 011 1981---SET INTO AN IRREGULAR MASS OF
 DD2816'CONCRETE .2 METERS BELOW THE SURFACE.
 DD2816'
 DD2816'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2816'DISK STAMPED---RM 1 022 011 1981---SET INTO THE TOP OF A ROUND
 DD2816'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING  1. CM ABOVE THE
 DD2816'GROUND LOCATED 13.1 METERS ESE FROM CENTER OF DIRT ROAD AND  9.8
 DD2816'METERS W FROM METAL WITNESS POST.
 DD2816'
 DD2816'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2816'STAMPED---AZ MK 022 011 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2816'MONUMENT 30 CM IN DIAMETER PROJECTING  15 CM ABOVE THE GROUND LOCATED
 DD2816'8.5 METERS ENE FROM CENTER OF DIRT ROAD,  0.4 METERS ES FROM METAL
 DD2816'WITNESS POST, 12.0 METERS N FROM EXTENDED CENTER OF DIRT ROAD, AND IS
 DD2816'LEVEL WITH THE STATION.
 DD2816'
 DD2816'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON DIRT ROAD FOR
 DD2816'0.8 KM (0.5 MI) TO SIDE ROAD RIGHT AND AZIMUTH ON THE LEFT.
 DD2816
 DD2816                          STATION RECOVERY (2006)
 DD2816
 DD2816'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2816'SEARCHED 20 MINUTES, MEASUREMENTS LED TO BROKEN CONCRETE POST,
 DD2816'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2815 ***********************************************************************
 DD2815  DESIGNATION -  022 011 AZ MK
 DD2815  PID         -  DD2815
 DD2815  STATE/COUNTY-  SC/GEORGETOWN
 DD2815  USGS QUAD   -  RHEMS (1973)
 DD2815
 DD2815                         *CURRENT SURVEY CONTROL
 DD2815  ___________________________________________________________________
 DD2815* NAD 83(2001)-  33 31 03.14879(N)    079 27 28.65829(W)     ADJUSTED  
 DD2815* NAVD 88     -        13.1    (meters)      43.     (feet)  VERTCON   
 DD2815  ___________________________________________________________________
 DD2815  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 DD2815  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DD2815
 DD2815  HORZ ORDER  -  SECOND
 DD2815
 DD2815.The horizontal coordinates were established by classical geodetic methods
 DD2815.and adjusted by the National Geodetic Survey in March 2004..
 DD2815
 DD2815.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2815
 DD2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2815
 DD2815.The geoid height was determined by GEOID03.
 DD2815
 DD2815;                    North         East     Units Scale Factor Converg.
 DD2815;SPC SC       -   187,841.028   752,826.937   MT  0.99979715   +0 51 17.7
 DD2815;SPC SC       -   616,276.34  2,469,904.65   iFT  0.99979715   +0 51 17.7
 DD2815;UTM  17      - 3,709,728.333   643,210.809   MT  0.99985285   +0 51 05.9
 DD2815
 DD2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2815!SPC SC       -   1.00000325  x   0.99979715  =   0.99980040
 DD2815!UTM  17      -   1.00000325  x   0.99985285  =   0.99985610
 DD2815
 DD2815                          SUPERSEDED SURVEY CONTROL
 DD2815
 DD2815  NAD 83(1986)-  33 31 03.15880(N)    079 27 28.66197(W) AD(       ) 2
 DD2815  NAD 27      -  33 31 02.55927(N)    079 27 29.44981(W) AD(       ) 2
 DD2815  NGVD 29 (07/19/86)   13.4    (m)           44.     (f) VERT ANG       
 DD2815
 DD2815.Superseded values are not recommended for survey control.
 DD2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2815.See file dsdata.txt to determine how the superseded data were derived.
 DD2815
 DD2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4321109728(NAD 83)
 DD2815_MARKER: DD = SURVEY DISK
 DD2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2815_SP_SET: CONCRETE POST
 DD2815_STAMPING: AZ MK 022 011 1981
 DD2815_MARK LOGO: SCGS  
 DD2815_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2815+STABILITY: SURFACE MOTION
 DD2815
 DD2815  HISTORY     - Date     Condition        Report By
 DD2815  HISTORY     - 1981     MONUMENTED       SCGS
 DD2815  HISTORY     - 19930920 GOOD             SCGS
 DD2815
 DD2815                          STATION DESCRIPTION
 DD2815
 DD2815'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2815'STATION IS LOCATED 7.0 MILES (11.3 KM) NORTHEAST OF ANDREWS.
 DD2815'OWNERSHIP--INTERNATIONAL PAPER COMPANY. TO REACH THE STATION FROM THE
 DD2815'JUNCTION OF U.S. HIGHWAY 521 AND STATE HIGHWAY 41 BUSINESS IN
 DD2815'ANDREWS, GO NORTH ON HIGHWAY 41 FOR 4.6 MILES (7.4 KM) TO THE
 DD2815'JUNCTION OF STATE ROAD 38, TURN RIGHT ON ROAD 38 FOR 3.2 MILES
 DD2815'(5.1 KM) TO A DIRT ROAD LEFT (MOUNT PLEASANT PLANTATION SIGN), TURN
 DD2815'LEFT ON DIRT ROAD FOR 1.5 MILES (2.4 KM) TO A FORK, BEAR LEFT (UPPER
 DD2815'ROAD) FOR 0.15 MILE (0.24 KM) TO A T-ROAD, TURN SHARP LEFT FOR 0.25
 DD2815'MILE (0.40 KM) TO A GRASSY ROAD ON RIGHT, TURN RIGHT ON THE GRASSY
 DD2815'ROAD FOR 0.3 MILE (0.5 KM) TO A GATE (WHICH IS OPEN), CONTINUE AHEAD
 DD2815'ENTERING WOODS FOR 0.8 MILE (1.3 KM) TO A GATE WHICH IS LOCKED,
 DD2815'CONTINUE THROUGH GATE FOR 0.3 MILE (0.5 KM) TO A SIDE ROAD LEFT AND
 DD2815'THE STATION ON THE RIGHT.
 DD2815'STATION IS A CONCRETE POST PROJECTING 0.3 FOOT, 8.5 METERS (27.9 FT)
 DD2815'EAST NORTHEAST OF THE CENTER OF A DIRT ROAD, 0.4 METER (1.3 FT) EAST
 DD2815'OF A WITNESS POST, 12.0 METERS (39.4 FT) NORTH OF THE EXTENDED CENTER
 DD2815'OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2981 ***********************************************************************
 DD2981  DESIGNATION -  022 012
 DD2981  PID         -  DD2981
 DD2981  STATE/COUNTY-  SC/GEORGETOWN
 DD2981  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2981
 DD2981                         *CURRENT SURVEY CONTROL
 DD2981  ___________________________________________________________________
 DD2981* NAD 83(2001)-  33 23 28.40551(N)    079 20 03.56761(W)     ADJUSTED  
 DD2981* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 DD2981  ___________________________________________________________________
 DD2981  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DD2981  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DD2981
 DD2981  HORZ ORDER  -  SECOND
 DD2981
 DD2981.The horizontal coordinates were established by classical geodetic methods
 DD2981.and adjusted by the National Geodetic Survey in March 2004..
 DD2981
 DD2981.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2981
 DD2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2981
 DD2981.The geoid height was determined by GEOID03.
 DD2981
 DD2981;                    North         East     Units Scale Factor Converg.
 DD2981;SPC SC       -   174,013.643   764,535.257   MT  0.99980537   +0 55 24.4
 DD2981;SPC SC       -   570,910.90  2,508,317.77   iFT  0.99980537   +0 55 24.4
 DD2981;UTM  17      - 3,695,898.940   654,918.810   MT  0.99989590   +0 55 00.8
 DD2981
 DD2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2981!SPC SC       -   1.00000451  x   0.99980537  =   0.99980988
 DD2981!UTM  17      -   1.00000451  x   0.99989590  =   0.99990041
 DD2981
 DD2981|---------------------------------------------------------------------|
 DD2981| PID    Reference Object                     Distance      Geod. Az  |
 DD2981|                                                           dddmmss.s |
 DD2981| DD3699 022 012 RM 1                          8.418 METERS 09450     |
 DD2981| DD2980 022 012 AZ MK                       APPROX. 0.7 KM 0951402.2 |
 DD2981| DD1123 022 012 2                            30.602 METERS 28657     |
 DD2981| DD1122 022 012 2 RM 1                        9.448 METERS 30247     |
 DD2981|---------------------------------------------------------------------|
 DD2981
 DD2981                          SUPERSEDED SURVEY CONTROL
 DD2981
 DD2981  NAD 83(1986)-  33 23 28.41601(N)    079 20 03.57113(W) AD(       ) 2
 DD2981  NAD 27      -  33 23 27.80934(N)    079 20 04.37396(W) AD(       ) 2
 DD2981  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG       
 DD2981
 DD2981.Superseded values are not recommended for survey control.
 DD2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2981.See file dsdata.txt to determine how the superseded data were derived.
 DD2981
 DD2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5491995899(NAD 83)
 DD2981_MARKER: DD = SURVEY DISK
 DD2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2981
 DD2981  HISTORY     - Date     Condition        Report By
 DD2981  HISTORY     - 1981     MONUMENTED       SCGS
 DD2981
 DD2981                          STATION DESCRIPTION
 DD2981
 DD2981'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2981'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF GEORGETOWN,
 DD2981'ABOUT 20.1 KM (12.MI) EAST OF ANDREWS, STATION IS ON THE RIGHT-OF-WAY
 DD2981'OF U.S. HIGHWAY 17A.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DD2981'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C. 29202,
 DD2981'TELEPHONE (803) 758-3414.
 DD2981'
 DD2981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 701, 521, 17,
 DD2981'AND 17A IN GEORGETOWN, GO WESTERLY ON U.S. HIGHWAYS 521 AND 17A FOR
 DD2981'5.8 KM (4 MI) TO THE AZIMUTH MARK ON LEFT AT THE JUNCTION OF HIGHWAY
 DD2981'S-22-626, CONTINUE AHEAD ON HIGHWAY 17A FOR 0.6 KM (0.4 MI) TO THE
 DD2981'STATION ON RIGHT AT THE JUNCTION OF HIGHWAY S-22-577.
 DD2981'
 DD2981'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2981'---022 012 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2981'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.8 METERS N FROM
 DD2981'CENTER OF HIGHWAY 17A, 21.8 METERS E FROM CENTER OF COUNTY ROAD
 DD2981'S-22-577,  0.5 METERS SW FROM METAL WITNESS POST, 19.8 METERS NW FROM
 DD2981'POWER LINE POLE, AND 27.4 METERS NE FROM POWER LINE POLE.
 DD2981'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2981'DISK STAMPED---022 012 1981---SET INTO AN IRREGULAR MASS OF
 DD2981'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD2981'
 DD2981'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2981'DISK STAMPED---RM 1 022 012 1981---SET INTO THE TOP OF A ROUND
 DD2981'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2981'7.9 METERS N FROM CENTER OF HIGHWAY 17A,  8.1 METERS E FROM METAL
 DD2981'WITNESS POST AT THE STATION, 30.3 METERS E FROM CENTER OF COUNTY ROAD
 DD2981'S-22-577, 19.2 METERS N FROM POWER LINE POLE, AND IS LEVEL WITH THE
 DD2981'STATION.
 DD2981'
 DD2981'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2981'STAMPED---022 012 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2981'MONUMENT 30 CM IN DIAMETER PROJECTING 7.6 CM ABOVE THE GROUND LOCATED
 DD2981'0.4 METERS W FROM METAL WITNESS POST,  5.6 METERS E FROM CENTER OF
 DD2981'COUNTY ROAD S-22-626, 10.8 METERS S FROM CENTER OF HIGHWAY 17A, AND
 DD2981'2.1 METERS W FROM POWER LINE POLE.
 DD2981'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD2981'GO EASTERLY ON HIGHWAY 17A FOR 0.6 KM (0.40 MI) TO THE AZIMUTH MARK
 DD2981'ON THE RIGHT, AT THE JUNCTION OF HIGHWAY S-22-626.
 DD2981'THIS STATION IS NOW DESTROYED.
 DD2981'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1123 ***********************************************************************
 DD1123  DESIGNATION -  022 012 2
 DD1123  PID         -  DD1123
 DD1123  STATE/COUNTY-  SC/GEORGETOWN
 DD1123  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1123
 DD1123                         *CURRENT SURVEY CONTROL
 DD1123  ___________________________________________________________________
 DD1123* NAD 83(2001)-  33 23 28.69507(N)    079 20 04.70028(W)     ADJUSTED  
 DD1123* NAVD 88     -         5.498  (meters)      18.04   (feet)  ADJUSTED  
 DD1123  ___________________________________________________________________
 DD1123  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DD1123  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DD1123  DYNAMIC HT  -           5.492 (meters)      18.02  (feet)  COMP
 DD1123  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DD1123
 DD1123  HORZ ORDER  -  SECOND
 DD1123  VERT ORDER  -  FIRST     CLASS II
 DD1123
 DD1123.The horizontal coordinates were established by classical geodetic methods
 DD1123.and adjusted by the National Geodetic Survey in March 2004..
 DD1123
 DD1123.The orthometric height was determined by differential leveling
 DD1123.and adjusted by the National Geodetic Survey in June 1991..
 DD1123
 DD1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1123
 DD1123.The geoid height was determined by GEOID03.
 DD1123
 DD1123.The dynamic height is computed by dividing the NAVD 88
 DD1123.geopotential number by the normal gravity value computed on the
 DD1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1123.degrees latitude (g = 980.6199 gals.).
 DD1123
 DD1123.The modeled gravity was interpolated from observed gravity values.
 DD1123
 DD1123;                    North         East     Units Scale Factor Converg.
 DD1123;SPC SC       -   174,022.089   764,505.849   MT  0.99980536   +0 55 23.8
 DD1123;SPC SC       -   570,938.61  2,508,221.29   iFT  0.99980536   +0 55 23.8
 DD1123;UTM  17      - 3,695,907.391   654,889.402   MT  0.99989578   +0 55 00.2
 DD1123
 DD1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1123!SPC SC       -   1.00000453  x   0.99980536  =   0.99980989
 DD1123!UTM  17      -   1.00000453  x   0.99989578  =   0.99990031
 DD1123
 DD1123                          SUPERSEDED SURVEY CONTROL
 DD1123
 DD1123  NAD 83(1986)-  33 23 28.70557(N)    079 20 04.70381(W) AD(       ) 2
 DD1123  NAD 27      -  33 23 28.09892(N)    079 20 05.50660(W) AD(       ) 2
 DD1123  NGVD 29 (03/21/89)    5.803  (m)           19.04   (f) ADJUSTED    1 2
 DD1123
 DD1123.Superseded values are not recommended for survey control.
 DD1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1123.See file dsdata.txt to determine how the superseded data were derived.
 DD1123
 DD1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5488995907(NAD 83)
 DD1123_MARKER: DD = SURVEY DISK
 DD1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1123_SP_SET: CONCRETE POST
 DD1123_STAMPING: HORZ 022 012 2 1982
 DD1123_MARK LOGO: SCGS  
 DD1123_PROJECTION: FLUSH
 DD1123_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1123+STABILITY: SURFACE MOTION
 DD1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1123+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD1123
 DD1123  HISTORY     - Date     Condition        Report By
 DD1123  HISTORY     - 1982     MONUMENTED       SCGS
 DD1123  HISTORY     - 1982     GOOD             SCGS
 DD1123  HISTORY     - 1987     GOOD             SCGS
 DD1123  HISTORY     - 1989     GOOD             USPSQD
 DD1123  HISTORY     - 20010331 GOOD             NGS
 DD1123  HISTORY     - 20040705 GOOD             USPSQD
 DD1123  HISTORY     - 20051028 GOOD             USPSQD
 DD1123  HISTORY     - 20051119 GOOD             USPSQD
 DD1123
 DD1123                          STATION DESCRIPTION
 DD1123
 DD1123'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1123'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST-NORTHWEST OF
 DD1123'GEORGETOWN, ABOUT 19.3 KM (12.0 MI) EAST-NORTHEAST OF ANDREWS.
 DD1123'
 DD1123'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, 17A, 521,
 DD1123'AND 201 IN GEORGETOWN, GO WESTERLY ON U.S. HIGHWAY 521 FOR 4.9 KM
 DD1123'(3.05 MI) TO A SIDE ROAD RIGHT (S-22-577), AND THE STATION ON RIGHT.
 DD1123'
 DD1123'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1123'---022 012 2 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1123'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 14.6 METERS N FROM THE
 DD1123'CENTER LINE OF U.S. HIGHWAY 17A,  8.2 METERS W FROM THE CENTER LINE
 DD1123'OF COUNTY ROAD S-22-577,  2.3 METERS ESE FROM A 26 INCH PINE TREE,
 DD1123'0.68 METERS NE FROM THE WITNESS POST, AND FROM IS ON THE ROAD
 DD1123'RIGHT-OF-WAY.
 DD1123'THE UNDERGROUND MARK IS NO UNDERGROUND MARK.
 DD1123'
 DD1123'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1123'DISK STAMPED---022 012 2 RM 1 1982---SET INTO THE TOP OF A ROUND
 DD1123'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1123'24.1 METERS N FROM THE THE CENTER LINE OF U.S. HIGHWAY 17A,  8.1
 DD1123'METERS W FROM THE CENTER LINE OF COUNTY ROAD S-22-577,  1.3 METERS
 DD1123'SSW FROM A 20 INCH PINE TREE,  0.6 METERS W FROM THE WITNESS POST,
 DD1123'AND IS LEVEL WITH THE STATION.
 DD1123'
 DD1123'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1123'DISK STAMPED---022 012 2 RM 2 1982---SET INTO THE TOP OF A ROUND
 DD1123'CONCRETE MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND.
 DD1123'RM 2 IS USED FOR AZIMUTH.   LOCATED  7.7 METERS E FROM THE CENTER
 DD1123'LINE OF COUNTY ROAD S-22-577,  5.5 METERS S FROM THE CENTER OF
 DD1123'DRIVEWAY,  3.7 METERS ESE FROM THE MAILBOX NO 312,  0.5 METERS SE
 DD1123'FROM THE WITNESS POST,  1.1 METERS WSW FROM THE POWER LINE POLE,  1.5
 DD1123'METERS WSW FROM THE 4 FOOT CHAIN LENGTH FENCE CORNER,  1.4 METERS ENE
 DD1123'FROM THE WATER METER, AND IS LEVEL WITH THE STATION.
 DD1123'
 DD1123'TO REACH THE AZIMUTH MARK (RM 2)FROM THE STATION GO NORTHERLY ON
 DD1123'S-22-577  FOR 0.15 MILE TO MARK ON RIGHT.
 DD1123
 DD1123                          STATION RECOVERY (1982)
 DD1123
 DD1123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1123'5.1 KM (3.2 MI) NW FROM GEORGETOWN.
 DD1123'4.9 KILOMETERS (3.05 MILES) NORTH ALONG U.S. HIGHWAY 521 FROM
 DD1123'THE JUNCTION OF U.S. HIGHWAY 17 IN GEORGETOWN, SET IN THE NORTHWEST
 DD1123'ANGLE OF THE INTERSECTION OF COUNTY ROAD S-22-577, 25.0 METERS
 DD1123'(82.0 FEET) EAST OF THE APPROXIMATE CENTER OF A DIRT DRIVE, 14.6
 DD1123'METERS (48.0 FEET) NORTH OF THE CENTER LINE OF U.S. HIGHWAY 521,
 DD1123'7.9 METERS (26.0 FEET) WEST OF THE APPROXIMATE CENTER OF COUNTY
 DD1123'ROAD S-22-577, 9.4 METERS (31.0 FEET) SOUTH OF 022 012 2 RM 1 SCGS.
 DD1123'THE MARK IS 0.70 METERS  ENE FROM A WITNESS POST.
 DD1123'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 521.
 DD1123
 DD1123                          STATION RECOVERY (1987)
 DD1123
 DD1123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1123'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 0.15 KM
 DD1123'(0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET STREET)
 DD1123'FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER STREET)
 DD1123'IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1123'STREET), CONTINUE 4.6 KM (2.85 MI) WESTERLY ALONG HIGHWAYS 521 AND 17
 DD1123'ALTERNATE (HIGHMARKET STREET), SET NEAR A 21-INCH PINE TREE IN THE
 DD1123'NORTHWEST ANGLE OF STATE ROAD 577, 8.85 METERS (29.0 FT) NORTH OF THE
 DD1123'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 8.3 METERS (27.2 FT)
 DD1123'WEST OF THE CENTER OF THE ROAD, 9.42 METERS (30.9 FT) SOUTH OF SURVEY
 DD1123'MARK 022 012 2 RM 1 SCGS, 2.31 METERS (7.6 FT) EAST-SOUTHEAST OF THE
 DD1123'TREE.
 DD1123'THE MARK IS 0.77 METERS  NE FROM  A WITNESS POST
 DD1123'THE MARK IS ABOVE LEVEL WITH THE STATE ROAD.
 DD1123
 DD1123                          STATION RECOVERY (1989)
 DD1123
 DD1123'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1123'RECOVERED IN GOOD CONDITION.
 DD1123
 DD1123                          STATION RECOVERY (2001)
 DD1123
 DD1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1123'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DD1123
 DD1123                          STATION RECOVERY (2004)
 DD1123
 DD1123'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1123'RECOVERED IN GOOD CONDITION.
 DD1123
 DD1123                          STATION RECOVERY (2005)
 DD1123
 DD1123'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1123'RECOVERED IN GOOD CONDITION.
 DD1123
 DD1123                          STATION RECOVERY (2005)
 DD1123
 DD1123'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1122 ***********************************************************************
 DD1122  DESIGNATION -  022 012 2 RM 1
 DD1122  PID         -  DD1122
 DD1122  STATE/COUNTY-  SC/GEORGETOWN
 DD1122  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1122
 DD1122                         *CURRENT SURVEY CONTROL
 DD1122  ___________________________________________________________________
 DD1122* NAD 83(1986)-  33 23 29.     (N)    079 20 05.     (W)     SCALED    
 DD1122* NAVD 88     -         5.476  (meters)      17.97   (feet)  ADJUSTED  
 DD1122  ___________________________________________________________________
 DD1122  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DD1122  DYNAMIC HT  -           5.470 (meters)      17.95  (feet)  COMP
 DD1122  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DD1122
 DD1122  VERT ORDER  -  FIRST     CLASS II
 DD1122
 DD1122.The horizontal coordinates were scaled from a topographic map and have
 DD1122.an estimated accuracy of +/- 6 seconds.
 DD1122
 DD1122.The orthometric height was determined by differential leveling
 DD1122.and adjusted by the National Geodetic Survey in June 1991..
 DD1122
 DD1122.The geoid height was determined by GEOID03.
 DD1122
 DD1122.The dynamic height is computed by dividing the NAVD 88
 DD1122.geopotential number by the normal gravity value computed on the
 DD1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1122.degrees latitude (g = 980.6199 gals.).
 DD1122
 DD1122.The modeled gravity was interpolated from observed gravity values.
 DD1122
 DD1122;                    North         East    Units  Estimated Accuracy
 DD1122;SPC SC       -   174,030.      764,500.      MT  (+/- 180 meters Scaled)
 DD1122
 DD1122                          SUPERSEDED SURVEY CONTROL
 DD1122
 DD1122  NGVD 29 (03/21/89)    5.780  (m)           18.96   (f) ADJUSTED    1 2
 DD1122
 DD1122.Superseded values are not recommended for survey control.
 DD1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1122.See file dsdata.txt to determine how the superseded data were derived.
 DD1122
 DD1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS548959(NAD 83)
 DD1122_MARKER: DD = SURVEY DISK
 DD1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1122_SP_SET: CONCRETE POST
 DD1122_STAMPING: RM 1 022 012 2 1982
 DD1122_MARK LOGO: SCGS  
 DD1122_PROJECTION: FLUSH
 DD1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1122+STABILITY: SURFACE MOTION
 DD1122
 DD1122  HISTORY     - Date     Condition        Report By
 DD1122  HISTORY     - 1982     MONUMENTED       SCGS
 DD1122  HISTORY     - 1982     GOOD             SCGS
 DD1122  HISTORY     - 1987     GOOD             SCGS
 DD1122  HISTORY     - 1989     GOOD             USPSQD
 DD1122
 DD1122                          STATION DESCRIPTION
 DD1122
 DD1122'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1122'5.1 KM (3.2 MI) NW FROM GEORGETOWN.
 DD1122'4.9 KILOMETERS (3.05 MILES) NORTH ALONG U.S. HIGHWAY 521 FROM
 DD1122'THE JUNCTION OF U.S. HIGHWAY 17 IN GEORGETOWN, SET IN THE NORTHWEST
 DD1122'ANGLE OF THE INTERSECTION OF COUNTY ROAD S-22-577, 25.3 METERS
 DD1122'(83.2 FEET) EAST OF THE APPROXIMATE CENTER OF A DIRT DRIVE,
 DD1122'24.2 METERS (79.5 FEET) NORTH OF THE CENTER LINE OF U.S.
 DD1122'HIGHWAY 521, 7.7 METERS (25.4 FEET) WEST OF THE APPROXIMATE
 DD1122'CENTER OF COUNTY ROAD S-22-577, 9.4 METERS (31.0 FEET) NORTH OF
 DD1122'022 012 2 SCGS.
 DD1122'THE MARK IS 0.50 METERS  W FROM A WITNESS POST.
 DD1122'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-22-577.
 DD1122
 DD1122                          STATION RECOVERY (1987)
 DD1122
 DD1122'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1122'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 0.15 KM
 DD1122'(0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET STREET)
 DD1122'FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER STREET)
 DD1122'IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1122'STREET), CONTINUE 4.6 KM (2.85 MI) WESTERLY ALONG HIGHWAYS 521 AND 17
 DD1122'ALTERNATE (HIGHMARKET STREET), SET NEAR A 21-INCH PINE TREE IN THE
 DD1122'NORTHWEST ANGLE OF STATE ROAD 577, 20.68 METERS (67.8 FT) NORTHWEST
 DD1122'OF A FIRE HYDRANT, 18.3 METERS (60.0 FT) NORTH OF THE CENTER OF THE
 DD1122'SOUTHBOUND LANES OF THE HIGHWAY, 8.1 METERS (26.6 FT) WEST OF THE
 DD1122'CENTER OF THE ROAD, 9.33 METERS (30.6 FT) NORTH-NORTHEAST OF THE
 DD1122'TREE.
 DD1122'THE MARK IS 10.1 METERS  N FROM  A WITNESS POST
 DD1122'THE MARK IS ABOVE LEVEL WITH THE STATE ROAD.
 DD1122
 DD1122                          STATION RECOVERY (1989)
 DD1122
 DD1122'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1124 ***********************************************************************
 DD1124  DESIGNATION -  022 012 2 RM 2
 DD1124  PID         -  DD1124
 DD1124  STATE/COUNTY-  SC/GEORGETOWN
 DD1124  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1124
 DD1124                         *CURRENT SURVEY CONTROL
 DD1124  ___________________________________________________________________
 DD1124* NAD 83(2001)-  33 23 34.76772(N)    079 20 03.62568(W)     ADJUSTED  
 DD1124* NAVD 88     -         5.443  (meters)      17.86   (feet)  ADJUSTED  
 DD1124  ___________________________________________________________________
 DD1124  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DD1124  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DD1124  DYNAMIC HT  -           5.437 (meters)      17.84  (feet)  COMP
 DD1124  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 DD1124
 DD1124  HORZ ORDER  -  SECOND
 DD1124  VERT ORDER  -  FIRST     CLASS II
 DD1124
 DD1124.The horizontal coordinates were established by classical geodetic methods
 DD1124.and adjusted by the National Geodetic Survey in March 2004..
 DD1124
 DD1124.The orthometric height was determined by differential leveling
 DD1124.and adjusted by the National Geodetic Survey in June 1991..
 DD1124
 DD1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1124
 DD1124.The geoid height was determined by GEOID03.
 DD1124
 DD1124.The dynamic height is computed by dividing the NAVD 88
 DD1124.geopotential number by the normal gravity value computed on the
 DD1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1124.degrees latitude (g = 980.6199 gals.).
 DD1124
 DD1124.The modeled gravity was interpolated from observed gravity values.
 DD1124
 DD1124;                    North         East     Units Scale Factor Converg.
 DD1124;SPC SC       -   174,209.567   764,530.598   MT  0.99980522   +0 55 24.4
 DD1124;SPC SC       -   571,553.70  2,508,302.49   iFT  0.99980522   +0 55 24.4
 DD1124;UTM  17      - 3,696,094.883   654,914.174   MT  0.99989588   +0 55 00.9
 DD1124
 DD1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1124!SPC SC       -   1.00000454  x   0.99980522  =   0.99980976
 DD1124!UTM  17      -   1.00000454  x   0.99989588  =   0.99990042
 DD1124
 DD1124                          SUPERSEDED SURVEY CONTROL
 DD1124
 DD1124  NAD 83(1986)-  33 23 34.77822(N)    079 20 03.62920(W) AD(       ) 2
 DD1124  NAD 27      -  33 23 34.17171(N)    079 20 04.43196(W) AD(       ) 2
 DD1124  NGVD 29 (03/21/89)    5.747  (m)           18.85   (f) ADJUSTED    1 2
 DD1124
 DD1124.Superseded values are not recommended for survey control.
 DD1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1124.See file dsdata.txt to determine how the superseded data were derived.
 DD1124
 DD1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5491496095(NAD 83)
 DD1124_MARKER: DR = REFERENCE MARK DISK
 DD1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1124_SP_SET: CONCRETE POST
 DD1124_STAMPING: RM 2 022 012 2 1982
 DD1124_MARK LOGO: SCGS  
 DD1124_PROJECTION: FLUSH
 DD1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1124+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD1124
 DD1124  HISTORY     - Date     Condition        Report By
 DD1124  HISTORY     - 1982     MONUMENTED       SCGS
 DD1124  HISTORY     - 1982     GOOD             SCGS
 DD1124  HISTORY     - 1989     GOOD             USPSQD
 DD1124  HISTORY     - 20010331 GOOD             NGS
 DD1124  HISTORY     - 20040705 GOOD             USPSQD
 DD1124  HISTORY     - 20051028 GOOD             USPSQD
 DD1124  HISTORY     - 20051119 GOOD             USPSQD
 DD1124
 DD1124                          STATION DESCRIPTION
 DD1124
 DD1124'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1124'5.1 KM (3.2 MI) NW FROM GEORGETOWN.
 DD1124'5.1 KILOMETERS (3.2 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1124'JUNCTION OF U.S. HIGHWAY 17 IN GEORGETOWN, THENCE 0.25 KILOMETER
 DD1124'(0.15 MILE) EAST ALONG COUNTY ROAD S-22-577, SET NEAR THE L OF
 DD1124'A DITCH, 24.1 METERS (79.0 FEET) NORTH OF THE APPROXIMATE CENTER OF
 DD1124'A CONCRETE DRIVE, 7.7 METERS (25.3 FEET) EAST OF THE APPROXIMATE
 DD1124'CENTER OF COUNTY ROAD S-22-577, 5.5 METERS (18.0 FEET) SOUTH OF
 DD1124'THE APPROXIMATE CENTER OF A PAVED DRIVE LEADING TO A ONE STORY WOOD
 DD1124'HOUSE AND 1.4 METERS (4.9 FEET) WEST OF THE SOUTHWEST CORNER OF
 DD1124'A CHAINLINK FENCE.
 DD1124'THE MARK IS 0.50 METERS  SE FROM A WITNESS POST.
 DD1124'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-22-577.
 DD1124
 DD1124                          STATION RECOVERY (1989)
 DD1124
 DD1124'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1124'RECOVERED IN GOOD CONDITION.
 DD1124
 DD1124                          STATION RECOVERY (2001)
 DD1124
 DD1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1124'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DD1124
 DD1124                          STATION RECOVERY (2004)
 DD1124
 DD1124'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1124'RECOVERED IN GOOD CONDITION.
 DD1124
 DD1124                          STATION RECOVERY (2005)
 DD1124
 DD1124'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1124'RECOVERED IN GOOD CONDITION.
 DD1124
 DD1124                          STATION RECOVERY (2005)
 DD1124
 DD1124'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1117 ***********************************************************************
 DD1117  DESIGNATION -  022 013
 DD1117  PID         -  DD1117
 DD1117  STATE/COUNTY-  SC/GEORGETOWN
 DD1117  USGS QUAD   -  OLIN (1973)
 DD1117
 DD1117                         *CURRENT SURVEY CONTROL
 DD1117  ___________________________________________________________________
 DD1117* NAD 83(2001)-  33 23 35.60910(N)    079 22 37.48229(W)     ADJUSTED  
 DD1117* NAVD 88     -         3.628  (meters)      11.90   (feet)  ADJUSTED  
 DD1117  ___________________________________________________________________
 DD1117  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 DD1117  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DD1117  DYNAMIC HT  -           3.624 (meters)      11.89  (feet)  COMP
 DD1117  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DD1117
 DD1117  HORZ ORDER  -  SECOND
 DD1117  VERT ORDER  -  FIRST     CLASS II
 DD1117
 DD1117.The horizontal coordinates were established by classical geodetic methods
 DD1117.and adjusted by the National Geodetic Survey in March 2004..
 DD1117
 DD1117.The orthometric height was determined by differential leveling
 DD1117.and adjusted by the National Geodetic Survey in June 1991..
 DD1117
 DD1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1117
 DD1117.The geoid height was determined by GEOID03.
 DD1117
 DD1117.The dynamic height is computed by dividing the NAVD 88
 DD1117.geopotential number by the normal gravity value computed on the
 DD1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1117.degrees latitude (g = 980.6199 gals.).
 DD1117
 DD1117.The modeled gravity was interpolated from observed gravity values.
 DD1117
 DD1117;                    North         East     Units Scale Factor Converg.
 DD1117;SPC SC       -   174,172.233   760,555.270   MT  0.99980520   +0 53 59.1
 DD1117;SPC SC       -   571,431.21  2,495,260.07   iFT  0.99980520   +0 53 59.1
 DD1117;UTM  17      - 3,696,057.992   650,938.511   MT  0.99988089   +0 53 36.2
 DD1117
 DD1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1117!SPC SC       -   1.00000480  x   0.99980520  =   0.99981000
 DD1117!UTM  17      -   1.00000480  x   0.99988089  =   0.99988569
 DD1117
 DD1117:                Primary Azimuth Mark                     Grid Az
 DD1117:SPC SC       -  022 013 AZ MK                            269 28 55.9
 DD1117:UTM  17      -  022 013 AZ MK                            269 29 18.8
 DD1117
 DD1117|---------------------------------------------------------------------|
 DD1117| PID    Reference Object                     Distance      Geod. Az  |
 DD1117|                                                           dddmmss.s |
 DD1117| DD1115 022 013 AZ MK                       APPROX. 0.6 KM 2702255.0 |
 DD1117| DD1116 022 013 RM 1                         14.095 METERS 27722     |
 DD1117| DD1981 022 013 2                            48.271 METERS 31914     |
 DD1117|---------------------------------------------------------------------|
 DD1117
 DD1117                          SUPERSEDED SURVEY CONTROL
 DD1117
 DD1117  NAD 83(1986)-  33 23 35.61958(N)    079 22 37.48579(W) AD(       ) 2
 DD1117  NAD 27      -  33 23 35.01429(N)    079 22 38.28406(W) AD(       ) 2
 DD1117  NGVD 29 (03/21/89)    3.932  (m)           12.90   (f) ADJUSTED    1 2
 DD1117
 DD1117.Superseded values are not recommended for survey control.
 DD1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1117.See file dsdata.txt to determine how the superseded data were derived.
 DD1117
 DD1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5093996058(NAD 83)
 DD1117_MARKER: DS = TRIANGULATION STATION DISK
 DD1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1117_SP_SET: CONCRETE POST
 DD1117_STAMPING: HORZ 022 013 1981
 DD1117_MARK LOGO: SCGS  
 DD1117_PROJECTION: FLUSH
 DD1117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1117
 DD1117  HISTORY     - Date     Condition        Report By
 DD1117  HISTORY     - 1981     MONUMENTED       SCGS
 DD1117  HISTORY     - 1982     GOOD             SCGS
 DD1117  HISTORY     - 1987     MARK NOT FOUND   SCGS
 DD1117  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 DD1117  HISTORY     - 20040706 MARK NOT FOUND   USPSQD
 DD1117  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1117
 DD1117                          STATION DESCRIPTION
 DD1117
 DD1117'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1117'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHWEST OF GEORGETOWN
 DD1117'ABOUT 16.9 KM (10.5 MI) NORTHEAST OF ANDREWS, MARK IS ON THE
 DD1117'RIGHT-OF-WAY OF U.S. HIGHWAY 17A.  FOR INFORMATION CONTACT--  MR.
 DD1117'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD1117'S.C. 29202, TELEPHONE (803) 758-3414.
 DD1117'
 DD1117'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 701, 521, AND
 DD1117'17 IN GEORGETOWN, GO WESTERLY ON U.S. HIGHWAY 17A AND 521 FOR 5.2 KM
 DD1117'(3.2 MI) TO RAILROAD CROSSING, CONTINUE AHEAD ON HIGHWAY 17A FOR 3.6
 DD1117'KM (2.2 MI) TO THE TRIANGULATION STATION ON RIGHT, CONTINUE AHEAD ON
 DD1117'HIGHWAY 17A FOR 2.1 KM (1.30 MI) TO A SIDE ROAD RIGHT AND THE AZ MK
 DD1117'ON RIGHT.
 DD1117'
 DD1117'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1117'---022 013 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1117'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.9 METERS N FROM
 DD1117'CENTER OF HIGHWAY 17A,  1.2 METERS N FROM METAL WITNESS POST, 12.5
 DD1117'METERS WSW FROM 30 INCH LIVE OAK TREE, 19.7 METERS E FROM CENTER OF
 DD1117'GRAVEL DRIVEWAY, AND 24.1 METERS E FROM POWER LINE POLE.
 DD1117'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1117'DISK STAMPED---022 013 1981---SET INTO AN IRREGULAR MASS OF
 DD1117'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD1117'
 DD1117'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1117'DISK STAMPED---RM 1 022 013 1981---SET INTO THE TOP OF A ROUND
 DD1117'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2.5 CM ABOVE THE
 DD1117'GROUND LOCATED  6.1 METERS E FROM CENTER OF A GRAVEL DRIVEWAY, 12.3
 DD1117'METERS N FROM CENTER OF HIGHWYY 17A, 16.9 METERS S FROM POWER LINE
 DD1117'POLE, 10.2 METERS E FROM POWER LINE POLE, AND IS LEVEL WITH THE
 DD1117'STATION.
 DD1117'
 DD1117'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1117'STAMPED---022 013 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1117'MONUMENT 30 CM IN DIAMETER PROJECTING 15. CM ABOVE THE GROUND LOCATED
 DD1117'4.6 METERS W FROM CENTER OF A DIRT ROAD, 11.5 METERS N FROM CENTER OF
 DD1117'HIGHWAY 17A,  3.5 METERS NE FROM POWER LINE POLE, AND  1.2 METERS W
 DD1117'FROM WATER METER.
 DD1117'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD1117'GO WESTERLY ON HIGHWAY 17A FOR 0.56 KM (0.35 MI) TO THE MARK ON THE
 DD1117'RIGHT.
 DD1117
 DD1117                          STATION RECOVERY (1982)
 DD1117
 DD1117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1117'8.8 KM (5.55 MI) NW FROM GEORGETOWN.
 DD1117'8.8 KILOMETERS (5.55 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1117'JUNCTION OF U.S. HIGHWAY 17 IN GEORGETOWN, SET NEAR A SEVENTY INCH
 DD1117'LIVE OAK TREE, AT THE JUNCTION OF A SAND ROAD, 11.1 METERS (36.5 FEET)
 DD1117'NORTH NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 521, 20.0 METERS
 DD1117'(65.8 FEET) EAST OF THE APPROXIMATE CENTER OF A SAND ROAD, 12.7
 DD1117'METERS (41.5 FEET) WEST-SOUTHWEST OF A SEVENTY INCH LONE LIVE OAK
 DD1117'TREE AND 25.5 METERS (83.8 FEET) SOUTHEAST OF A POWER POLE WITH A
 DD1117'TRANSFORMER.
 DD1117'THE MARK IS 1.10 METERS  NNW FROM A WITNESS POST.
 DD1117'THE MARK IS 1.20 M ABOVE HIGHWAY 521.
 DD1117
 DD1117                          STATION RECOVERY (1987)
 DD1117
 DD1117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1117'NOT RECOVERED, PRESUMED DESTROYED BY CONSTUCTION.
 DD1117
 DD1117                          STATION RECOVERY (1994)
 DD1117
 DD1117'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1117'MARK NOT FOUND.
 DD1117
 DD1117                          STATION RECOVERY (2004)
 DD1117
 DD1117'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1117'MARK NOT FOUND.
 DD1117
 DD1117                          STATION RECOVERY (2006)
 DD1117
 DD1117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1117'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD1117'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD1117'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1981 ***********************************************************************
 DD1981  DESIGNATION -  022 013 2
 DD1981  PID         -  DD1981
 DD1981  STATE/COUNTY-  SC/GEORGETOWN
 DD1981  USGS QUAD   -  OLIN (1973)
 DD1981
 DD1981                         *CURRENT SURVEY CONTROL
 DD1981  ___________________________________________________________________
 DD1981* NAD 83(2001)-  33 23 36.79580(N)    079 22 38.70188(W)     ADJUSTED  
 DD1981* NAVD 88     -         3.509  (meters)      11.51   (feet)  ADJUSTED  
 DD1981  ___________________________________________________________________
 DD1981  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 DD1981  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DD1981  DYNAMIC HT  -           3.505 (meters)      11.50  (feet)  COMP
 DD1981  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DD1981
 DD1981  HORZ ORDER  -  THIRD
 DD1981  VERT ORDER  -  FIRST     CLASS II
 DD1981
 DD1981.The horizontal coordinates were established by classical geodetic methods
 DD1981.and adjusted by the National Geodetic Survey in March 2004..
 DD1981.No horizontal observational check was made to the station.
 DD1981
 DD1981.The orthometric height was determined by differential leveling
 DD1981.and adjusted by the National Geodetic Survey in June 1991..
 DD1981
 DD1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1981
 DD1981.The geoid height was determined by GEOID03.
 DD1981
 DD1981.The dynamic height is computed by dividing the NAVD 88
 DD1981.geopotential number by the normal gravity value computed on the
 DD1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1981.degrees latitude (g = 980.6199 gals.).
 DD1981
 DD1981.The modeled gravity was interpolated from observed gravity values.
 DD1981
 DD1981;                    North         East     Units Scale Factor Converg.
 DD1981;SPC SC       -   174,208.287   760,523.188   MT  0.99980517   +0 53 58.4
 DD1981;SPC SC       -   571,549.50  2,495,154.82   iFT  0.99980517   +0 53 58.4
 DD1981;UTM  17      - 3,696,094.053   650,906.431   MT  0.99988077   +0 53 35.6
 DD1981
 DD1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1981!SPC SC       -   1.00000482  x   0.99980517  =   0.99980999
 DD1981!UTM  17      -   1.00000482  x   0.99988077  =   0.99988559
 DD1981
 DD1981|---------------------------------------------------------------------|
 DD1981| PID    Reference Object                     Distance      Geod. Az  |
 DD1981|                                                           dddmmss.s |
 DD1981| DD1117 022 013                              48.271 METERS 13914     |
 DD1981| DD1982 022 013 2 RM 2                       28.170 METERS 32750     |
 DD1981| DD1983 022 013 2 AZ MK                     383.790 METERS 34751     |
 DD1981|---------------------------------------------------------------------|
 DD1981
 DD1981                          SUPERSEDED SURVEY CONTROL
 DD1981
 DD1981  NAD 83(1986)-  33 23 36.80629(N)    079 22 38.70536(W) AD(       ) 3
 DD1981  NGVD 29 (03/21/89)    3.812  (m)           12.51   (f) ADJUSTED    1 2
 DD1981
 DD1981.Superseded values are not recommended for survey control.
 DD1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1981.See file dsdata.txt to determine how the superseded data were derived.
 DD1981
 DD1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5090696094(NAD 83)
 DD1981_MARKER: DD = SURVEY DISK
 DD1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1981_SP_SET: CONCRETE POST
 DD1981_STAMPING: HORZ 022 013 2 1985
 DD1981_MARK LOGO: SCGS  
 DD1981_PROJECTION: FLUSH
 DD1981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1981+STABILITY: SURFACE MOTION
 DD1981
 DD1981  HISTORY     - Date     Condition        Report By
 DD1981  HISTORY     - 1985     MONUMENTED       SCGS
 DD1981  HISTORY     - 1987     GOOD             SCGS
 DD1981  HISTORY     - 19880725 GOOD             SCGS
 DD1981  HISTORY     - 1989     GOOD             USPSQD
 DD1981  HISTORY     - 19940614 GOOD             USPSQD
 DD1981
 DD1981                          STATION DESCRIPTION
 DD1981
 DD1981'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1981'8.5 KM (5.3 MI) WNW FROM GEORGETOWN.
 DD1981'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1981'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1981'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1981'(CHURCH STREET), CONTINUE 8.6 KM (5.35 MI) WESTERLY ALONG HIGHWAYS
 DD1981'521 AND 17 ALTERNATE (HIGHMARKET STREET), THENCE 0.1 KM (0.05 MI)
 DD1981'NORTH ALONG THE ENTRANCE ROAD TO THE INTERNATIONAL PAPER CORPORATION,
 DD1981'SET AT THE EDGE OF THE ROAD, 46.3 METERS (151.9 FT) NORTH OF THE
 DD1981'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 22.8 METERS (74.8 FT)
 DD1981'NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 28.17 METERS
 DD1981'(92.4 FT) SOUTH-SOUTHEAST OF SURVEY MARK 022 013 2 RM 1 SCGS, 33.26
 DD1981'METERS (109.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN
 DD1981'OFFICE BUILDING, 5.65 METERS (18.5 FT) WEST OF THE CENTER OF THE
 DD1981'ROAD.
 DD1981'THE MARK IS 10.8 METERS  SE FROM  A WITNESS POST
 DD1981'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1981
 DD1981                          STATION RECOVERY (1988)
 DD1981
 DD1981'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 DD1981'RECOVERED IN GOOD CONDITION.
 DD1981
 DD1981                          STATION RECOVERY (1989)
 DD1981
 DD1981'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1981'RECOVERED IN GOOD CONDITION.
 DD1981
 DD1981                          STATION RECOVERY (1994)
 DD1981
 DD1981'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1983 ***********************************************************************
 DD1983  DESIGNATION -  022 013 2 AZ MK
 DD1983  PID         -  DD1983
 DD1983  STATE/COUNTY-  SC/GEORGETOWN
 DD1983  USGS QUAD   -  OLIN (1973)
 DD1983
 DD1983                         *CURRENT SURVEY CONTROL
 DD1983  ___________________________________________________________________
 DD1983* NAD 83(2001)-  33 23 48.97357(N)    079 22 41.82955(W)     ADJUSTED  
 DD1983* NAVD 88     -         5.267  (meters)      17.28   (feet)  ADJUSTED  
 DD1983  ___________________________________________________________________
 DD1983  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 DD1983  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DD1983  DYNAMIC HT  -           5.261 (meters)      17.26  (feet)  COMP
 DD1983  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DD1983
 DD1983  HORZ ORDER  -  THIRD
 DD1983  VERT ORDER  -  FIRST     CLASS II
 DD1983
 DD1983.The horizontal coordinates were established by classical geodetic methods
 DD1983.and adjusted by the National Geodetic Survey in March 2004..
 DD1983.No horizontal observational check was made to the station.
 DD1983
 DD1983.The orthometric height was determined by differential leveling
 DD1983.and adjusted by the National Geodetic Survey in June 1991..
 DD1983
 DD1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1983
 DD1983.The geoid height was determined by GEOID03.
 DD1983
 DD1983.The dynamic height is computed by dividing the NAVD 88
 DD1983.geopotential number by the normal gravity value computed on the
 DD1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1983.degrees latitude (g = 980.6199 gals.).
 DD1983
 DD1983.The modeled gravity was interpolated from observed gravity values.
 DD1983
 DD1983;                    North         East     Units Scale Factor Converg.
 DD1983;SPC SC       -   174,582.081   760,436.498   MT  0.99980489   +0 53 56.7
 DD1983;SPC SC       -   572,775.86  2,494,870.40   iFT  0.99980489   +0 53 56.7
 DD1983;UTM  17      - 3,696,467.885   650,819.776   MT  0.99988044   +0 53 34.1
 DD1983
 DD1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1983!SPC SC       -   1.00000455  x   0.99980489  =   0.99980943
 DD1983!UTM  17      -   1.00000455  x   0.99988044  =   0.99988499
 DD1983
 DD1983                          SUPERSEDED SURVEY CONTROL
 DD1983
 DD1983  NAD 83(1986)-  33 23 48.98409(N)    079 22 41.83276(W) AD(       ) 3
 DD1983  NGVD 29 (03/21/89)    5.571  (m)           18.28   (f) ADJUSTED    1 2
 DD1983
 DD1983.Superseded values are not recommended for survey control.
 DD1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1983.See file dsdata.txt to determine how the superseded data were derived.
 DD1983
 DD1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5082096468(NAD 83)
 DD1983_MARKER: DD = SURVEY DISK
 DD1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1983_SP_SET: CONCRETE POST
 DD1983_STAMPING: AZ MK 022 013 2 1985
 DD1983_MARK LOGO: SCGS  
 DD1983_PROJECTION: FLUSH
 DD1983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1983+STABILITY: SURFACE MOTION
 DD1983
 DD1983  HISTORY     - Date     Condition        Report By
 DD1983  HISTORY     - 1985     MONUMENTED       SCGS
 DD1983  HISTORY     - 1987     GOOD             SCGS
 DD1983  HISTORY     - 19880725 GOOD             SCGS
 DD1983  HISTORY     - 1989     GOOD             USPSQD
 DD1983  HISTORY     - 19940614 GOOD             USPSQD
 DD1983
 DD1983                          STATION DESCRIPTION
 DD1983
 DD1983'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1983'8.6 KM (5.35 MI) WNW FROM GEORGETOWN.
 DD1983'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1983'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1983'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1983'(CHURCH STREET), CONTINUE 8.6 KM (5.35 MI) WESTERLY ALONG HIGHWAYS
 DD1983'521 AND 17 ALTERNATE (HIGHMARKET STREET), THENCE 0.25 KM (0.15 MI)
 DD1983'NORTH ALONG THE ENTRANCE ROAD TO THE INTERNATIONAL PAPER CORPORATION
 DD1983'TO A V-JUNCTION, CONTINUE 0.2 KM (0.1 MI) NORTH ALONG A GRASSY ROAD,
 DD1983'SET NEAR A 25-INCH PINE TREE WITH AN ENLARGED TRUNK, 6.85 METERS
 DD1983'(22.5 FT) NORTH-NORTHEAST OF THE TREE, 11.85 METERS (38.9 FT) EAST OF
 DD1983'THE CENTER OF THE ROAD, 24.83 METERS (81.5 FT) SOUTH-SOUTHEAST OF A
 DD1983'WOODEN POST NUMBERS 10/9/16/17, 8.5 METERS (27.9 FT) WEST OF A
 DD1983'22-INCH PINE TREE.
 DD1983'THE MARK IS 0.35 METERS  SSW FROM  A WITNESS POST
 DD1983'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1983
 DD1983                          STATION RECOVERY (1988)
 DD1983
 DD1983'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 DD1983'RECOVERED IN GOOD CONDITION.
 DD1983
 DD1983                          STATION RECOVERY (1989)
 DD1983
 DD1983'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1983'RECOVERED IN GOOD CONDITION.
 DD1983
 DD1983                          STATION RECOVERY (1994)
 DD1983
 DD1983'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1982 ***********************************************************************
 DD1982  DESIGNATION -  022 013 2 RM 2
 DD1982  PID         -  DD1982
 DD1982  STATE/COUNTY-  SC/GEORGETOWN
 DD1982  USGS QUAD   -  OLIN (1973)
 DD1982
 DD1982                         *CURRENT SURVEY CONTROL
 DD1982  ___________________________________________________________________
 DD1982* NAD 83(2001)-  33 23 37.56977(N)    079 22 39.28226(W)     ADJUSTED  
 DD1982* NAVD 88     -         3.089  (meters)      10.13   (feet)  ADJUSTED  
 DD1982  ___________________________________________________________________
 DD1982  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 DD1982  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DD1982  DYNAMIC HT  -           3.085 (meters)      10.12  (feet)  COMP
 DD1982  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DD1982
 DD1982  HORZ ORDER  -  THIRD
 DD1982  VERT ORDER  -  FIRST     CLASS II
 DD1982
 DD1982.The horizontal coordinates were established by classical geodetic methods
 DD1982.and adjusted by the National Geodetic Survey in March 2004..
 DD1982.No horizontal observational check was made to the station.
 DD1982
 DD1982.The orthometric height was determined by differential leveling
 DD1982.and adjusted by the National Geodetic Survey in June 1991..
 DD1982
 DD1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1982
 DD1982.The geoid height was determined by GEOID03.
 DD1982
 DD1982.The dynamic height is computed by dividing the NAVD 88
 DD1982.geopotential number by the normal gravity value computed on the
 DD1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1982.degrees latitude (g = 980.6199 gals.).
 DD1982
 DD1982.The modeled gravity was interpolated from observed gravity values.
 DD1982
 DD1982;                    North         East     Units Scale Factor Converg.
 DD1982;SPC SC       -   174,231.889   760,507.820   MT  0.99980516   +0 53 58.1
 DD1982;SPC SC       -   571,626.93  2,495,104.40   iFT  0.99980516   +0 53 58.1
 DD1982;UTM  17      - 3,696,117.658   650,891.064   MT  0.99988071   +0 53 35.3
 DD1982
 DD1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1982!SPC SC       -   1.00000489  x   0.99980516  =   0.99981005
 DD1982!UTM  17      -   1.00000489  x   0.99988071  =   0.99988560
 DD1982
 DD1982                          SUPERSEDED SURVEY CONTROL
 DD1982
 DD1982  NAD 83(1986)-  33 23 37.58027(N)    079 22 39.28573(W) AD(       ) 3
 DD1982  NGVD 29 (03/21/89)    3.393  (m)           11.13   (f) ADJUSTED    1 2
 DD1982
 DD1982.Superseded values are not recommended for survey control.
 DD1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1982.See file dsdata.txt to determine how the superseded data were derived.
 DD1982
 DD1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5089196118(NAD 83)
 DD1982_MARKER: DD = SURVEY DISK
 DD1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1982_SP_SET: CONCRETE POST
 DD1982_STAMPING: RM 2 022 013 2 1985
 DD1982_MARK LOGO: SCGS  
 DD1982_PROJECTION: RECESSED 8 CENTIMETERS
 DD1982_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1982+STABILITY: SURFACE MOTION
 DD1982
 DD1982  HISTORY     - Date     Condition        Report By
 DD1982  HISTORY     - 1985     MONUMENTED       SCGS
 DD1982  HISTORY     - 1987     GOOD             SCGS
 DD1982  HISTORY     - 19880725 GOOD             SCGS
 DD1982  HISTORY     - 1989     GOOD             USPSQD
 DD1982  HISTORY     - 19940614 GOOD             USPSQD
 DD1982
 DD1982                          STATION DESCRIPTION
 DD1982
 DD1982'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1982'8.5 KM (5.3 MI) WNW FROM GEORGETOWN.
 DD1982'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1982'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1982'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S.HIGHWAY 17 ALTERNATE
 DD1982'(CHURCH STREET), CONTINUE 8.6 KM (5.35 MI) WESTERLY ALONG HIGHWAYS
 DD1982'521 AND 17 (HIGHMARKET STREET), THENCE 0.1 KM (0.05 MI) NORTH ALONG
 DD1982'THE ENTRANCE ROAD TO THE INTERNATIONAL PAPER CORPORATION, SET NEAR A
 DD1982'DOUBLE-TRUNKED PINE TREE, 69.3 METERS (227.4 FT) NORTH OF THE CENTER
 DD1982'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 50.9 METERS (167.0 FT)
 DD1982'NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 33.4 METERS
 DD1982'(109.6 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A WOODEN OFFICE
 DD1982'BUILDING, 15.9 METERS (52.2 FT) WEST OF THE CENTER OF THE ROAD, 7.9
 DD1982'METERS (25.9 FT) SOUTHEAST OF THE TREE.
 DD1982'THE MARK IS 7.18 METERS  SE FROM  A WITNESS POST
 DD1982'THE MARK IS 0.5 M BELOW THE ROAD.
 DD1982
 DD1982                          STATION RECOVERY (1988)
 DD1982
 DD1982'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 DD1982'RECOVERED IN GOOD CONDITION.
 DD1982
 DD1982                          STATION RECOVERY (1989)
 DD1982
 DD1982'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1982'RECOVERED IN GOOD CONDITION.
 DD1982
 DD1982                          STATION RECOVERY (1994)
 DD1982
 DD1982'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1115 ***********************************************************************
 DD1115  DESIGNATION -  022 013 AZ MK
 DD1115  PID         -  DD1115
 DD1115  STATE/COUNTY-  SC/GEORGETOWN
 DD1115  USGS QUAD   -  OLIN (1973)
 DD1115
 DD1115                         *CURRENT SURVEY CONTROL
 DD1115  ___________________________________________________________________
 DD1115* NAD 83(2001)-  33 23 35.73581(N)    079 23 00.24488(W)     ADJUSTED  
 DD1115* NAVD 88     -         5.049  (meters)      16.56   (feet)  ADJUSTED  
 DD1115  ___________________________________________________________________
 DD1115  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 DD1115  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DD1115  DYNAMIC HT  -           5.044 (meters)      16.55  (feet)  COMP
 DD1115  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DD1115
 DD1115  HORZ ORDER  -  SECOND
 DD1115  VERT ORDER  -  FIRST     CLASS II
 DD1115
 DD1115.The horizontal coordinates were established by classical geodetic methods
 DD1115.and adjusted by the National Geodetic Survey in March 2004..
 DD1115
 DD1115.The orthometric height was determined by differential leveling
 DD1115.and adjusted by the National Geodetic Survey in June 1991..
 DD1115
 DD1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1115
 DD1115.The geoid height was determined by GEOID03.
 DD1115
 DD1115.The dynamic height is computed by dividing the NAVD 88
 DD1115.geopotential number by the normal gravity value computed on the
 DD1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1115.degrees latitude (g = 980.6199 gals.).
 DD1115
 DD1115.The modeled gravity was interpolated from observed gravity values.
 DD1115
 DD1115;                    North         East     Units Scale Factor Converg.
 DD1115;SPC SC       -   174,166.918   759,967.132   MT  0.99980520   +0 53 46.5
 DD1115;SPC SC       -   571,413.77  2,493,330.49   iFT  0.99980520   +0 53 46.5
 DD1115;UTM  17      - 3,696,052.741   650,350.329   MT  0.99987870   +0 53 23.7
 DD1115
 DD1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1115!SPC SC       -   1.00000458  x   0.99980520  =   0.99980978
 DD1115!UTM  17      -   1.00000458  x   0.99987870  =   0.99988328
 DD1115
 DD1115                          SUPERSEDED SURVEY CONTROL
 DD1115
 DD1115  NAD 83(1986)-  33 23 35.74627(N)    079 23 00.24837(W) AD(       ) 2
 DD1115  NAD 27      -  33 23 35.14116(N)    079 23 01.04598(W) AD(       ) 2
 DD1115  NGVD 29 (03/21/89)    5.353  (m)           17.56   (f) ADJUSTED    1 2
 DD1115
 DD1115.Superseded values are not recommended for survey control.
 DD1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1115.See file dsdata.txt to determine how the superseded data were derived.
 DD1115
 DD1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5035096053(NAD 83)
 DD1115_MARKER: DD = SURVEY DISK
 DD1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1115_SP_SET: CONCRETE POST
 DD1115_STAMPING: AZ MK 022 013 1981
 DD1115_MARK LOGO: SCGS  
 DD1115_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1115
 DD1115  HISTORY     - Date     Condition        Report By
 DD1115  HISTORY     - 1981     MONUMENTED       SCGS
 DD1115  HISTORY     - 1982     GOOD             SCGS
 DD1115  HISTORY     - 19851122 MARK NOT FOUND   NGS
 DD1115  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 DD1115  HISTORY     - 20040706 MARK NOT FOUND   USPSQD
 DD1115  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1115
 DD1115                          STATION DESCRIPTION
 DD1115
 DD1115'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1115'9.5 KM (5.9 MI) NW FROM GEORGETOWN.
 DD1115'9.5 KILOMETERS (5.9 MILES) NORTH ALONG U.S. HIGHWAY 521 FROM
 DD1115'THE JUNCTION OF U.S. HIGHWAY 17 IN GEORGETOWN, SET IN THE
 DD1115'NORTHWEST ANGLE OF A SAND DRIVE, 11.6 METERS (38.0 FEET) NORTH
 DD1115'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 521, 4.7 METERS
 DD1115'(15.5 FEET) WEST OF THE APPROXIMATE CENTER OF THE SAND DRIVE,
 DD1115'3.2 METERS (10.7 FEET) NORTH-NORTHEAST OF A TELEPHONE POLE.
 DD1115'THE MARK IS 0.50 METERS  SSW FROM A WITNESS POST.
 DD1115'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 521.
 DD1115
 DD1115                          STATION RECOVERY (1985)
 DD1115
 DD1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DD1115'NOT RECOVERED, PRESUMED DESTROYED BY ROAD CONSTRUCTION.
 DD1115'RECOVERY BY H.D. MCKINNEY.
 DD1115
 DD1115                          STATION RECOVERY (1994)
 DD1115
 DD1115'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1115'MARK NOT FOUND.
 DD1115
 DD1115                          STATION RECOVERY (2004)
 DD1115
 DD1115'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1115'MARK NOT FOUND.
 DD1115
 DD1115                          STATION RECOVERY (2006)
 DD1115
 DD1115'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1115'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD1115'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD1115'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1116 ***********************************************************************
 DD1116  DESIGNATION -  022 013 RM 1
 DD1116  PID         -  DD1116
 DD1116  STATE/COUNTY-  SC/GEORGETOWN
 DD1116  USGS QUAD   -  OLIN (1973)
 DD1116
 DD1116                         *CURRENT SURVEY CONTROL
 DD1116  ___________________________________________________________________
 DD1116* NAD 83(1986)-  33 23 36.     (N)    079 22 38.     (W)     SCALED    
 DD1116* NAVD 88     -         3.514  (meters)      11.53   (feet)  ADJUSTED  
 DD1116  ___________________________________________________________________
 DD1116  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DD1116  DYNAMIC HT  -           3.510 (meters)      11.52  (feet)  COMP
 DD1116  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DD1116
 DD1116  VERT ORDER  -  FIRST     CLASS II
 DD1116
 DD1116.The horizontal coordinates were scaled from a topographic map and have
 DD1116.an estimated accuracy of +/- 6 seconds.
 DD1116
 DD1116.The orthometric height was determined by differential leveling
 DD1116.and adjusted by the National Geodetic Survey in June 1991..
 DD1116
 DD1116.The geoid height was determined by GEOID03.
 DD1116
 DD1116.The dynamic height is computed by dividing the NAVD 88
 DD1116.geopotential number by the normal gravity value computed on the
 DD1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1116.degrees latitude (g = 980.6199 gals.).
 DD1116
 DD1116.The modeled gravity was interpolated from observed gravity values.
 DD1116
 DD1116;                    North         East    Units  Estimated Accuracy
 DD1116;SPC SC       -   174,180.      760,540.      MT  (+/- 180 meters Scaled)
 DD1116
 DD1116                          SUPERSEDED SURVEY CONTROL
 DD1116
 DD1116  NGVD 29 (03/21/89)    3.818  (m)           12.53   (f) ADJUSTED    1 2
 DD1116
 DD1116.Superseded values are not recommended for survey control.
 DD1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1116.See file dsdata.txt to determine how the superseded data were derived.
 DD1116
 DD1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS509960(NAD 83)
 DD1116_MARKER: DR = REFERENCE MARK DISK
 DD1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1116_SP_SET: CONCRETE POST
 DD1116_STAMPING: RM 1 022 013 1981
 DD1116_MARK LOGO: SCGS  
 DD1116_PROJECTION: FLUSH
 DD1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1116
 DD1116  HISTORY     - Date     Condition        Report By
 DD1116  HISTORY     - 1981     MONUMENTED       SCGS
 DD1116  HISTORY     - 1982     GOOD             SCGS
 DD1116  HISTORY     - 1987     MARK NOT FOUND   SCGS
 DD1116  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 DD1116  HISTORY     - 20040706 MARK NOT FOUND   USPSQD
 DD1116  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1116
 DD1116                          STATION DESCRIPTION
 DD1116
 DD1116'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1116'8.8 KM (5.55 MI) NW FROM GEORGETOWN.
 DD1116'8.8 KILOMETERS (5.55 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1116'JUNCTION OF U.S. HIGHWAY 17 IN GEORGETOWN, SET NEAR A SEVENTY INCH
 DD1116'LIVE OAK TREE, AT THE JUNCTION OF A SAND ROAD, 16.9 METERS
 DD1116'(55.7 FEET) SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER,
 DD1116'26.1 METERS (85.9 FEET) WEST OF A SEVENTY INCH LONE LIVE OAK TREE,
 DD1116'12.3 METERS (40.9 FEET) NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 DD1116'521 AND 5.6 METERS (18.7 FEET) EAST OF THE APPROXIMATE CENTER OF A
 DD1116'SAND ROAD.
 DD1116'THE MARK IS 1.20 M ABOVE HIGHWAY 521.
 DD1116
 DD1116                          STATION RECOVERY (1987)
 DD1116
 DD1116'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1116'NOT RECOVERED, PRESUMED DESTROYED BY CONSTRUCTION.
 DD1116
 DD1116                          STATION RECOVERY (1994)
 DD1116
 DD1116'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1116'MARK NOT FOUND.
 DD1116
 DD1116                          STATION RECOVERY (2004)
 DD1116
 DD1116'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1116'MARK NOT FOUND.
 DD1116
 DD1116                          STATION RECOVERY (2006)
 DD1116
 DD1116'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1116'SEARCHED 15 MINUTES, MEASUREMENTS LED TO CULTIVATED FIELD, PRESUMED
 DD1116'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2977 ***********************************************************************
 DD2977  DESIGNATION -  022 014
 DD2977  PID         -  DD2977
 DD2977  STATE/COUNTY-  SC/GEORGETOWN
 DD2977  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2977
 DD2977                         *CURRENT SURVEY CONTROL
 DD2977  ___________________________________________________________________
 DD2977* NAD 83(2001)-  33 28 10.48951(N)    079 16 27.21647(W)     ADJUSTED  
 DD2977* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 DD2977  ___________________________________________________________________
 DD2977  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DD2977  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DD2977
 DD2977  HORZ ORDER  -  SECOND
 DD2977
 DD2977.The horizontal coordinates were established by classical geodetic methods
 DD2977.and adjusted by the National Geodetic Survey in March 2004..
 DD2977
 DD2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2977
 DD2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2977
 DD2977.The geoid height was determined by GEOID03.
 DD2977
 DD2977;                    North         East     Units Scale Factor Converg.
 DD2977;SPC SC       -   182,793.141   769,979.718   MT  0.99979970   +0 57 24.4
 DD2977;SPC SC       -   599,715.03  2,526,180.18   iFT  0.99979970   +0 57 24.4
 DD2977;UTM  17      - 3,704,678.811   660,364.711   MT  0.99991706   +0 57 07.0
 DD2977
 DD2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2977!SPC SC       -   1.00000514  x   0.99979970  =   0.99980484
 DD2977!UTM  17      -   1.00000514  x   0.99991706  =   0.99992220
 DD2977
 DD2977:                Primary Azimuth Mark                     Grid Az
 DD2977:SPC SC       -  CAMPFIELD 2                              359 53 11.4
 DD2977:UTM  17      -  CAMPFIELD 2                              359 53 28.8
 DD2977
 DD2977|---------------------------------------------------------------------|
 DD2977| PID    Reference Object                     Distance      Geod. Az  |
 DD2977|                                                           dddmmss.s |
 DD2977| DD0915 CAMPFIELD 2                         APPROX. 1.9 KM 0005035.8 |
 DD2977| DD2976 022 014 RM 2                        114.191 METERS 00201     |
 DD2977| DD3700 022 014 RM 1                                       00232     |
 DD2977|---------------------------------------------------------------------|
 DD2977
 DD2977                          SUPERSEDED SURVEY CONTROL
 DD2977
 DD2977  NAD 83(1986)-  33 28 10.49931(N)    079 16 27.22133(W) AD(       ) 2
 DD2977  NAD 27      -  33 28 09.89120(N)    079 16 28.03920(W) AD(       ) 2
 DD2977  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 DD2977
 DD2977.Superseded values are not recommended for survey control.
 DD2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2977.See file dsdata.txt to determine how the superseded data were derived.
 DD2977
 DD2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6036504679(NAD 83)
 DD2977_MARKER: DD = SURVEY DISK
 DD2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2977
 DD2977  HISTORY     - Date     Condition        Report By
 DD2977  HISTORY     - 1981     MONUMENTED       SCGS
 DD2977  HISTORY     - 19940616 GOOD             USPSQD
 DD2977
 DD2977                          STATION DESCRIPTION
 DD2977
 DD2977'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2977'THE STATION IS LOCATED ABOUT 11.2 KM (7 MI) NORTH OF GEORGETOWN,
 DD2977'ABOUT 1.0 KM (0.05 MI) NORTHEAST OF U.S. HIGHWAY 701.  MARKS ARE
 DD2977'HIGHWAY RIGHT-OF-WAY.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DD2977'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C. 29202,
 DD2977'TELEPHONE (803) 758-3414.
 DD2977'
 DD2977'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 701 AND 17 IN
 DD2977'GEORGETOWN, GO NORTHERLY ON U.S. HIGHWAY 701 FOR 11.3 KM (7.0 MI) TO
 DD2977'A SIDE ROAD RIGHT, TURN RIGHT, GO EAST ON HIGHWAY S-22-681 FOR 0.1 KM
 DD2977'(0.05 MI) TO STOP SIGN, TURN RIGHT, THEN LEFT, GO EAST ON HIGHWAY
 DD2977'S-22-681 FOR 0.3 KM (0.2 MI) TO STOP SIGN AND STATION.
 DD2977'
 DD2977'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2977'---022 014 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2977'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  2.8 METERS WSW FROM
 DD2977'METAL WITNESS POST,  3.0 METERS WSW FROM POWER LINE POLE WITH
 DD2977'TRANSFORMER,  3.6 METERS E FROM CENTER OF DIRT DRIVEWAY,  8.5 METERS
 DD2977'SE FROM CENTER OF T INTERSECTION, AND 13.7 METERS SE FROM STOP SIGN.
 DD2977'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2977'DISK STAMPED---022 014 1981---SET INTO AN IRREGULAR MASS OF
 DD2977'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2977'
 DD2977'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2977'DISK STAMPED---RM 1 022 014 1981---SET INTO THE TOP OF A ROUND
 DD2977'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2977'4.6 METERS E FROM CENTER OF PAVED ROAD AT T INTERSECTION, 13.0 METERS
 DD2977'N FROM POWER LINE POLE WITH TRANSFORMER, 18.0 METERS S FROM POWER
 DD2977'LINE POLE, 15.2 METERS E FROM STOP SIGN, AND IS LEVEL WITH THE
 DD2977'STATION.
 DD2977'
 DD2977'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2977'DISK STAMPED---RM 2 022 014 1981---SET INTO THE TOP OF A ROUND
 DD2977'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2977'0.3 METERS W FROM POWER LINE POLE WITH A TRANSFORMER,  3.0 METERS S
 DD2977'FROM CENTER OF A DIRT DRIVEWAY,  7.6 METERS E FROM CENTER OF CURVE IN
 DD2977'PAVED ROAD,  9.0 METERS N FROM 24 INCH LIVE OAK TREE, AND IS LEVEL
 DD2977'WITH THE STATION.
 DD2977
 DD2977                          STATION RECOVERY (1994)
 DD2977
 DD2977'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2976 ***********************************************************************
 DD2976  DESIGNATION -  022 014 RM 2
 DD2976  PID         -  DD2976
 DD2976  STATE/COUNTY-  SC/GEORGETOWN
 DD2976  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2976
 DD2976                         *CURRENT SURVEY CONTROL
 DD2976  ___________________________________________________________________
 DD2976* NAD 83(2001)-  33 28 14.19360(N)    079 16 27.06078(W)     ADJUSTED  
 DD2976* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 DD2976  ___________________________________________________________________
 DD2976  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DD2976  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DD2976
 DD2976  HORZ ORDER  -  SECOND
 DD2976
 DD2976.The horizontal coordinates were established by classical geodetic methods
 DD2976.and adjusted by the National Geodetic Survey in March 2004..
 DD2976
 DD2976.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2976
 DD2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2976
 DD2976.The geoid height was determined by GEOID03.
 DD2976
 DD2976;                    North         East     Units Scale Factor Converg.
 DD2976;SPC SC       -   182,907.289   769,981.831   MT  0.99979964   +0 57 24.4
 DD2976;SPC SC       -   600,089.53  2,526,187.11   iFT  0.99979964   +0 57 24.4
 DD2976;UTM  17      - 3,704,792.972   660,366.834   MT  0.99991707   +0 57 07.2
 DD2976
 DD2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2976!SPC SC       -   1.00000510  x   0.99979964  =   0.99980474
 DD2976!UTM  17      -   1.00000510  x   0.99991707  =   0.99992217
 DD2976
 DD2976                          SUPERSEDED SURVEY CONTROL
 DD2976
 DD2976  NAD 83(1986)-  33 28 14.20340(N)    079 16 27.06564(W) AD(       ) 2
 DD2976  NAD 27      -  33 28 13.59538(N)    079 16 27.88351(W) AD(       ) 2
 DD2976  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 DD2976
 DD2976.Superseded values are not recommended for survey control.
 DD2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2976.See file dsdata.txt to determine how the superseded data were derived.
 DD2976
 DD2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6036704793(NAD 83)
 DD2976_MARKER: DD = SURVEY DISK
 DD2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2976_SP_SET: CONCRETE POST
 DD2976_STAMPING: RM 2 022 014 1981
 DD2976_MARK LOGO: SCGS  
 DD2976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2976+STABILITY: SURFACE MOTION
 DD2976
 DD2976  HISTORY     - Date     Condition        Report By
 DD2976  HISTORY     - 1981     MONUMENTED       SCGS
 DD2976  HISTORY     - 19930920 GOOD             SCGS
 DD2976  HISTORY     - 19940616 GOOD             USPSQD
 DD2976
 DD2976                          STATION DESCRIPTION
 DD2976
 DD2976'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2976'STATION IS LOCATED 7.0 MILES (11.3 KM) NORTH OF GEORGETOWN.
 DD2976'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD2976'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD2976'JUNCTION OF U.S. HIGHWAYS 701 AND 17 IN GEORGETOWN, GO NORTH ON
 DD2976'HIGHWAY 701 FOR 7.0 MILES (11.3 KM) TO THE JUNCTION OF STATE ROAD
 DD2976'681, TURN RIGHT ON ROAD 681 FOR 0.05 MILE (0.08 KM) TO A STOP SIGN,
 DD2976'TURN RIGHT THEN LEFT ON ROAD 681 FOR 0.2 MILE (0.3 KM) TO A STOP
 DD2976'SIGN, TURN LEFT FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT
 DD2976'NEAR A POWER POLE WITH A TRANSFORMER. STATION IS A CONCRETE POST
 DD2976'FLUSH WITH THE GROUND, 0.3 METER (1.0 FT) WEST OF THE POWER POLE, 3.0
 DD2976'METERS (9.8 FT) SOUTH OF THE CENTER OF A DIRT DRIVEWAY, 7.6 METERS
 DD2976'(24.9 FT) EAST OF THE CENTER OF A CURVE IN THE PAVED ROAD, 9.0 METERS
 DD2976'(29.5 FT) NORTH OF A 24-INCH LIVE OAK TREE.
 DD2976
 DD2976                          STATION RECOVERY (1994)
 DD2976
 DD2976'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2199 ***********************************************************************
 DD2199  DESIGNATION -  022 015 RM 1
 DD2199  PID         -  DD2199
 DD2199  STATE/COUNTY-  SC/GEORGETOWN
 DD2199  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2199
 DD2199                         *CURRENT SURVEY CONTROL
 DD2199  ___________________________________________________________________
 DD2199* NAD 83(1986)-  33 26 36.     (N)    079 18 10.     (W)     SCALED    
 DD2199* NAVD 88     -         5.049  (meters)      16.56   (feet)  ADJUSTED  
 DD2199  ___________________________________________________________________
 DD2199  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DD2199  DYNAMIC HT  -           5.044 (meters)      16.55  (feet)  COMP
 DD2199  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 DD2199
 DD2199  VERT ORDER  -  FIRST     CLASS II
 DD2199
 DD2199.The horizontal coordinates were scaled from a topographic map and have
 DD2199.an estimated accuracy of +/- 6 seconds.
 DD2199
 DD2199.The orthometric height was determined by differential leveling
 DD2199.and adjusted by the National Geodetic Survey in June 1991..
 DD2199
 DD2199.The geoid height was determined by GEOID03.
 DD2199
 DD2199.The dynamic height is computed by dividing the NAVD 88
 DD2199.geopotential number by the normal gravity value computed on the
 DD2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2199.degrees latitude (g = 980.6199 gals.).
 DD2199
 DD2199.The modeled gravity was interpolated from observed gravity values.
 DD2199
 DD2199;                    North         East    Units  Estimated Accuracy
 DD2199;SPC SC       -   179,840.      767,370.      MT  (+/- 180 meters Scaled)
 DD2199
 DD2199                          SUPERSEDED SURVEY CONTROL
 DD2199
 DD2199  NGVD 29 (03/21/89)    5.355  (m)           17.57   (f) ADJUSTED    1 2
 DD2199
 DD2199.Superseded values are not recommended for survey control.
 DD2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2199.See file dsdata.txt to determine how the superseded data were derived.
 DD2199
 DD2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT577017(NAD 83)
 DD2199_MARKER: DD = SURVEY DISK
 DD2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2199_SP_SET: CONCRETE POST
 DD2199_STAMPING: RM 1 022 015 1981
 DD2199_MARK LOGO: SCGS  
 DD2199_PROJECTION: PROJECTING 14 CENTIMETERS
 DD2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2199+STABILITY: SURFACE MOTION
 DD2199
 DD2199  HISTORY     - Date     Condition        Report By
 DD2199  HISTORY     - 1981     MONUMENTED       SCGS
 DD2199  HISTORY     - 1987     GOOD             SCGS
 DD2199  HISTORY     - 1989     GOOD             USPSQD
 DD2199  HISTORY     - 19940614 GOOD             USPSQD
 DD2199
 DD2199                          STATION DESCRIPTION
 DD2199
 DD2199'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2199'7.7 KM (4.8 MI) NORTH FROM GEORGETOWN.
 DD2199'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2199'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2199'(CHURCH STREET) IN GEORGETOWN, THENCE 3.55 KM (2.2 MI) NORTHWEST
 DD2199'ALONG STATE HIGHWAY 51, SET IN THE NORTH ANGLE OF A SAND ROAD LEADING
 DD2199'EAST-NORTHEAST TO A RADIO TOWER, 10.0 METERS (32.8 FT) EAST-NORTHEAST
 DD2199'OF THE CENTER OF THE HIGHWAY, 21.8 METERS (71.5 FT) NORTH-NORTHWEST
 DD2199'OF A TELEPHONE JUNCTION BOX NUMBER 57, 15.5 METERS (50.8 FT)
 DD2199'NORTH-NORTHWEST OF THE CENTER OF THE SAND ROAD.
 DD2199'THE MARK IS 0.4 METERS  SSE FROM  A WITNESS POST
 DD2199'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 DD2199
 DD2199                          STATION RECOVERY (1989)
 DD2199
 DD2199'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2199'RECOVERED IN GOOD CONDITION.
 DD2199
 DD2199                          STATION RECOVERY (1994)
 DD2199
 DD2199'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2979 ***********************************************************************
 DD2979  DESIGNATION -  022 015 RM 2
 DD2979  PID         -  DD2979
 DD2979  STATE/COUNTY-  SC/GEORGETOWN
 DD2979  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2979
 DD2979                         *CURRENT SURVEY CONTROL
 DD2979  ___________________________________________________________________
 DD2979* NAD 83(2001)-  33 26 39.94000(N)    079 18 14.88803(W)     ADJUSTED  
 DD2979* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 DD2979  ___________________________________________________________________
 DD2979  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DD2979  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DD2979
 DD2979  HORZ ORDER  -  SECOND
 DD2979
 DD2979.The horizontal coordinates were established by classical geodetic methods
 DD2979.and adjusted by the National Geodetic Survey in March 2004..
 DD2979
 DD2979.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2979
 DD2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2979
 DD2979.The geoid height was determined by GEOID03.
 DD2979
 DD2979;                    North         East     Units Scale Factor Converg.
 DD2979;SPC SC       -   179,958.316   767,246.252   MT  0.99980132   +0 56 24.7
 DD2979;SPC SC       -   590,414.42  2,517,212.11   iFT  0.99980132   +0 56 24.7
 DD2979;UTM  17      - 3,701,843.913   657,630.690   MT  0.99990634   +0 56 05.4
 DD2979
 DD2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2979!SPC SC       -   1.00000469  x   0.99980132  =   0.99980601
 DD2979!UTM  17      -   1.00000469  x   0.99990634  =   0.99991103
 DD2979
 DD2979                          SUPERSEDED SURVEY CONTROL
 DD2979
 DD2979  NAD 83(1986)-  33 26 39.95040(N)    079 18 14.89153(W) AD(       ) 2
 DD2979  NAD 27      -  33 26 39.34743(N)    079 18 15.69486(W) AD(       ) 2
 DD2979  NGVD 29 (07/19/86)    4.8    (m)           16.     (f) VERT ANG       
 DD2979
 DD2979.Superseded values are not recommended for survey control.
 DD2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2979.See file dsdata.txt to determine how the superseded data were derived.
 DD2979
 DD2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5763101844(NAD 83)
 DD2979_MARKER: DD = SURVEY DISK
 DD2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2979_SP_SET: CONCRETE POST
 DD2979_STAMPING: RM 2 022 015 1981
 DD2979_MARK LOGO: SCGS  
 DD2979_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2979+STABILITY: SURFACE MOTION
 DD2979
 DD2979  HISTORY     - Date     Condition        Report By
 DD2979  HISTORY     - 1981     MONUMENTED       SCGS
 DD2979  HISTORY     - 19810920 GOOD             SCGS
 DD2979  HISTORY     - 19850920 MARK NOT FOUND   SCGS
 DD2979  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 DD2979  HISTORY     - 20040706 MARK NOT FOUND   USPSQD
 DD2979
 DD2979                          STATION DESCRIPTION
 DD2979
 DD2979'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 DD2979'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTH OF GEORGETOWN.
 DD2979'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD2979'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD2979'JUNCTION OF U.S. HIGHWAYS 701 AND STATE HIGHWAY 51, 2.0 MILES
 DD2979'(3.2 KM) NORTH OF GEORGETOWN, GO NORTHWEST ON HIGHWAY 51 FOR 2.25
 DD2979'MILES (3.62 KM) TO THE STATION ON THE LEFT NEAR A TELEPHONE JUNCTION
 DD2979'BOX P59.01 ACROSS THE ROAD FROM A PRISON FARM. STATION IS A CONCRETE
 DD2979'POST FLUSH WITH THE GROUND, 0.8 METER (2.6 FT) EAST NORTHEAST OF A
 DD2979'WITNESS POST, 6.1 METERS (20.0 FT) WEST OF THE CENTER OF THE HIGHWAY,
 DD2979'9.6 METERS (31.5 FT) NORTHEAST OF THE TELEPHONE JUNCTION BOX, 25.4
 DD2979'METERS (83.3 FT) SOUTH SOUTHEAST OF A POWER POLE.
 DD2979
 DD2979                          STATION RECOVERY (1985)
 DD2979
 DD2979'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD2979'NOT RECOVERED.
 DD2979
 DD2979                          STATION RECOVERY (1994)
 DD2979
 DD2979'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2979'MARK NOT FOUND.
 DD2979
 DD2979                          STATION RECOVERY (2004)
 DD2979
 DD2979'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1957 ***********************************************************************
 DD1957  DESIGNATION -  022 016
 DD1957  PID         -  DD1957
 DD1957  STATE/COUNTY-  SC/GEORGETOWN
 DD1957  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1957
 DD1957                         *CURRENT SURVEY CONTROL
 DD1957  ___________________________________________________________________
 DD1957* NAD 83(2001)-  33 20 14.88182(N)    079 21 03.98227(W)     ADJUSTED  
 DD1957* NAVD 88     -         7.542  (meters)      24.74   (feet)  ADJUSTED  
 DD1957  ___________________________________________________________________
 DD1957  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 DD1957  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DD1957  DYNAMIC HT  -           7.534 (meters)      24.72  (feet)  COMP
 DD1957  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 DD1957
 DD1957  HORZ ORDER  -  SECOND
 DD1957  VERT ORDER  -  FIRST     CLASS II
 DD1957
 DD1957.The horizontal coordinates were established by classical geodetic methods
 DD1957.and adjusted by the National Geodetic Survey in March 2004..
 DD1957
 DD1957.The orthometric height was determined by differential leveling
 DD1957.and adjusted by the National Geodetic Survey in June 1991..
 DD1957
 DD1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1957
 DD1957.The geoid height was determined by GEOID03.
 DD1957
 DD1957.The dynamic height is computed by dividing the NAVD 88
 DD1957.geopotential number by the normal gravity value computed on the
 DD1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1957.degrees latitude (g = 980.6199 gals.).
 DD1957
 DD1957.The modeled gravity was interpolated from observed gravity values.
 DD1957
 DD1957;                    North         East     Units Scale Factor Converg.
 DD1957;SPC SC       -   168,028.322   763,069.505   MT  0.99981033   +0 54 50.9
 DD1957;SPC SC       -   551,274.02  2,503,508.87   iFT  0.99981033   +0 54 50.9
 DD1957;UTM  17      - 3,689,913.292   653,452.184   MT  0.99989032   +0 54 22.9
 DD1957
 DD1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1957!SPC SC       -   1.00000420  x   0.99981033  =   0.99981453
 DD1957!UTM  17      -   1.00000420  x   0.99989032  =   0.99989452
 DD1957
 DD1957|---------------------------------------------------------------------|
 DD1957| PID    Reference Object                     Distance      Geod. Az  |
 DD1957|                                                           dddmmss.s |
 DD1957| DD1958 022 016 RM 1                         11.685 METERS 10448     |
 DD1957| DD1959 022 016 AZ MK                       398.986 METERS 20434     |
 DD1957|---------------------------------------------------------------------|
 DD1957
 DD1957                          SUPERSEDED SURVEY CONTROL
 DD1957
 DD1957  NAD 83(1986)-  33 20 14.89230(N)    079 21 03.98577(W) AD(       ) 2
 DD1957  NAD 27      -  33 20 14.28455(N)    079 21 04.78900(W) AD(       ) 2
 DD1957  NGVD 29 (03/21/89)    7.846  (m)           25.74   (f) ADJUSTED    1 2
 DD1957
 DD1957.Superseded values are not recommended for survey control.
 DD1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1957.See file dsdata.txt to determine how the superseded data were derived.
 DD1957
 DD1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5345289913(NAD 83)
 DD1957_MARKER: DD = SURVEY DISK
 DD1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1957_SP_SET: CONCRETE POST
 DD1957_STAMPING: HORZ 022 016 1981
 DD1957_MARK LOGO: SCGS  
 DD1957_PROJECTION: FLUSH
 DD1957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1957+STABILITY: SURFACE MOTION
 DD1957
 DD1957  HISTORY     - Date     Condition        Report By
 DD1957  HISTORY     - 1982     MONUMENTED       SCGS
 DD1957  HISTORY     - 1987     GOOD             SCGS
 DD1957  HISTORY     - 1989     POOR             USPSQD
 DD1957
 DD1957                          STATION DESCRIPTION
 DD1957
 DD1957'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1957'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHWEST OF GEORGETOWN,
 DD1957'ABOUT 3.2 KM (2.0 MI) WEST OF U.S. HIGHWAY 17, ABOUT 6.4 KM (4.0 MI)
 DD1957'WEST OF WINYAH BAY, ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY S-22-42.
 DD1957'FOR INFORMATION CONTACT--  GEORGE WEATHERS  PRECONSTRUCTION ENGINEER,
 DD1957'P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DD1957'
 DD1957'TO REACH THE STATION FROM THE MIDDLE OF THE SAMPIT RIVER BRIDGE IN
 DD1957'THE SOUTHERN END OF GEORGETOWN, GO SOUTH ON HIGHWAYS 17 AND 701 FOR
 DD1957'0.9 KM (0.55 MI) TO A FORK.  CONTINUE ON HIGHWAY 17 AND 701 FOR 1.5
 DD1957'KM (0.95 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT ON S-22-42 AND GO 4.8
 DD1957'KM (3.0 MI) TO THE STATION ON THE LEFT AND SOUTHEAST OF THE PAVED
 DD1957'ROAD ENTRANCE TO THE WINYAH STEAM GENERATING PLANT.
 DD1957'
 DD1957'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1957'---022 016 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1957'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.0 METERS NW FROM A
 DD1957'METAL WITNESS POST, 25.1 METERS SE FROM THE THE CENTER OF A PAVED
 DD1957'ROAD,  9.3 METERS SW FROM THE THE CENTER OF A WINYAH GENERATING PLANT
 DD1957'SIGN, AND 29.6 METERS SW FROM THE THE CENTER OF COUNTY ROAD S-22-42.
 DD1957'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1957'DISK STAMPED---022 016 1981---SET INTO AN IRREGULAR MASS OF
 DD1957'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD1957'
 DD1957'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1957'DISK STAMPED---RM 1 022 016 1981---SET INTO THE TOP OF A ROUND
 DD1957'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 1 INCHES ABOVE THE
 DD1957'GROUND LOCATED  0.6 METERS NW FROM A METAL WITNESS POST, 28.0 METERS
 DD1957'SW FROM THE THE CENTER OF COUNTY ROAD S-22-42, 42.7 METERS SE FROM
 DD1957'THE THE CENTER OF A PAVED ROAD, 16 METERS S FROM THE THE CENTER OF A
 DD1957'WINYAH GENERATING PLANT SIGN, AND IS LEVEL WITH THE STATION.
 DD1957'
 DD1957'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1957'STAMPED---AZ MK 022 016 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1957'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  8.6 METERS
 DD1957'SE FROM THE THE CENTER OF A PAVED ROAD,  0.6 METERS NW FROM A METAL
 DD1957'WITNESS POST, AND 11.0 METERS NE FROM THE THE EXTENDED CENTER OF A
 DD1957'BREAK IN THE LEVEE.
 DD1957'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE PAVED
 DD1957'ROAD TO ENTRANCE TO THE WINYAH GENERATING PLANT FOR 0.4 KM (0.25 MI)
 DD1957'TO THE MARK ON THE LEFT.
 DD1957
 DD1957                          STATION RECOVERY (1987)
 DD1957
 DD1957'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1957'7.2 KM (4.5 MI) WSW FROM GEORGETOWN.
 DD1957'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1957'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1957'STREET) IN GEORGETOWN, THENCE 4.85 KM (3.0 MI) WESTERLY ALONG STATE
 DD1957'ROAD 42, SET NEAR A 8-FOOT HIGH SIGN IN THE SOUTH ANGLE OF THE
 DD1957'ENTRANCE ROAD TO THE WINYAH ELECTRIC GENERATING STATION, 29.9 METERS
 DD1957'(98.1 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 25.5 METERS
 DD1957'(83.7 FT) EAST-SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD, 9.8
 DD1957'METERS (32.2 FT) SOUTH OF THE SOUTH CORNER OF THE NORTHWEST LEG OF
 DD1957'THE SIGN, 40.2 METERS (131.9 FT) WEST OF A POWER POLE 3739M.
 DD1957'THE MARK IS 12.1 METERS  WNW FROM  A WITNESS POST
 DD1957'THE MARK IS 0.3 M ABOVE ROAD 42.
 DD1957
 DD1957                          STATION RECOVERY (1989)
 DD1957
 DD1957'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1957'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1959 ***********************************************************************
 DD1959  DESIGNATION -  022 016 AZ MK
 DD1959  PID         -  DD1959
 DD1959  STATE/COUNTY-  SC/GEORGETOWN
 DD1959  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1959
 DD1959                         *CURRENT SURVEY CONTROL
 DD1959  ___________________________________________________________________
 DD1959* NAD 83(2001)-  33 20 03.10339(N)    079 21 10.39612(W)     ADJUSTED  
 DD1959* NAVD 88     -         7.403  (meters)      24.29   (feet)  ADJUSTED  
 DD1959  ___________________________________________________________________
 DD1959  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 DD1959  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DD1959  DYNAMIC HT  -           7.395 (meters)      24.26  (feet)  COMP
 DD1959  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 DD1959
 DD1959  HORZ ORDER  -  SECOND
 DD1959  VERT ORDER  -  FIRST     CLASS II
 DD1959
 DD1959.The horizontal coordinates were established by classical geodetic methods
 DD1959.and adjusted by the National Geodetic Survey in March 2004..
 DD1959
 DD1959.The orthometric height was determined by differential leveling
 DD1959.and adjusted by the National Geodetic Survey in June 1991..
 DD1959
 DD1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1959
 DD1959.The geoid height was determined by GEOID03.
 DD1959
 DD1959.The dynamic height is computed by dividing the NAVD 88
 DD1959.geopotential number by the normal gravity value computed on the
 DD1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1959.degrees latitude (g = 980.6199 gals.).
 DD1959
 DD1959.The modeled gravity was interpolated from observed gravity values.
 DD1959
 DD1959;                    North         East     Units Scale Factor Converg.
 DD1959;SPC SC       -   167,662.917   762,909.478   MT  0.99981066   +0 54 47.4
 DD1959;SPC SC       -   550,075.19  2,502,983.85   iFT  0.99981066   +0 54 47.4
 DD1959;UTM  17      - 3,689,547.880   653,292.094   MT  0.99988972   +0 54 19.1
 DD1959
 DD1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1959!SPC SC       -   1.00000422  x   0.99981066  =   0.99981488
 DD1959!UTM  17      -   1.00000422  x   0.99988972  =   0.99989394
 DD1959
 DD1959                          SUPERSEDED SURVEY CONTROL
 DD1959
 DD1959  NAD 83(1986)-  33 20 03.11387(N)    079 21 10.39959(W) AD(       ) 2
 DD1959  NAD 27      -  33 20 02.50605(N)    079 21 11.20323(W) AD(       ) 2
 DD1959  NGVD 29 (03/21/89)    7.707  (m)           25.29   (f) ADJUSTED    1 2
 DD1959
 DD1959.Superseded values are not recommended for survey control.
 DD1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1959.See file dsdata.txt to determine how the superseded data were derived.
 DD1959
 DD1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5329289548(NAD 83)
 DD1959_MARKER: DD = SURVEY DISK
 DD1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1959_SP_SET: CONCRETE POST
 DD1959_STAMPING: AZ MK 022 016 1981
 DD1959_MARK LOGO: SCGS  
 DD1959_PROJECTION: RECESSED 12 CENTIMETERS
 DD1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1959+STABILITY: SURFACE MOTION
 DD1959
 DD1959  HISTORY     - Date     Condition        Report By
 DD1959  HISTORY     - 1981     MONUMENTED       MJH
 DD1959  HISTORY     - 1987     GOOD             SCGS
 DD1959  HISTORY     - 1989     GOOD             USPSQD
 DD1959
 DD1959                          STATION DESCRIPTION
 DD1959
 DD1959'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1959'7.6 KM (4.7 MI) WSW FROM GEORGETOWN.
 DD1959'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1959'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1959'STREET) IN GEORGETOWN, THENCE 4.85 KM (3.0 MI) WESTERLY ALONG STATE
 DD1959'ROAD 42, THENCE 0.4 KM (0.25 MI) SOUTH-SOUTHWEST ALONG A PAVED ROAD
 DD1959'(ENTRANCE TO THE WINYAH ELECTRIC GENERATING STATION), SET IN THE
 DD1959'SHOULDER OF THE ROAD, 0.25 KM (0.15 MI) NORTHEAST OF THE STATIONS
 DD1959'GUARD HOUSE, 8.7 METERS (28.5 FT) SOUTHEAST OF THE CENTER OF THE
 DD1959'ROAD, 11.35 METERS (37.2 FT) NORTHWEST OF THE NORTHWEST EDGE OF A
 DD1959'DIRT DIKE, 11.6 METERS (38.1 FT) NORTHEAST OF THE CENTER OF A DITCH
 DD1959'SEPARATING THE DIKE AND THE ROAD.
 DD1959'THE MARK IS 0.35 METERS  NW FROM  A WITNESS POST
 DD1959'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1959
 DD1959                          STATION RECOVERY (1989)
 DD1959
 DD1959'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1958 ***********************************************************************
 DD1958  DESIGNATION -  022 016 RM 1
 DD1958  PID         -  DD1958
 DD1958  STATE/COUNTY-  SC/GEORGETOWN
 DD1958  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1958
 DD1958                         *CURRENT SURVEY CONTROL
 DD1958  ___________________________________________________________________
 DD1958* NAD 83(1986)-  33 20 15.     (N)    079 21 03.     (W)     SCALED    
 DD1958* NAVD 88     -         7.178  (meters)      23.55   (feet)  ADJUSTED  
 DD1958  ___________________________________________________________________
 DD1958  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DD1958  DYNAMIC HT  -           7.171 (meters)      23.53  (feet)  COMP
 DD1958  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 DD1958
 DD1958  VERT ORDER  -  FIRST     CLASS II
 DD1958
 DD1958.The horizontal coordinates were scaled from a topographic map and have
 DD1958.an estimated accuracy of +/- 6 seconds.
 DD1958
 DD1958.The orthometric height was determined by differential leveling
 DD1958.and adjusted by the National Geodetic Survey in June 1991..
 DD1958
 DD1958.The geoid height was determined by GEOID03.
 DD1958
 DD1958.The dynamic height is computed by dividing the NAVD 88
 DD1958.geopotential number by the normal gravity value computed on the
 DD1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1958.degrees latitude (g = 980.6199 gals.).
 DD1958
 DD1958.The modeled gravity was interpolated from observed gravity values.
 DD1958
 DD1958;                    North         East    Units  Estimated Accuracy
 DD1958;SPC SC       -   168,030.      763,100.      MT  (+/- 180 meters Scaled)
 DD1958
 DD1958                          SUPERSEDED SURVEY CONTROL
 DD1958
 DD1958  NGVD 29 (03/21/89)    7.483  (m)           24.55   (f) ADJUSTED    1 2
 DD1958
 DD1958.Superseded values are not recommended for survey control.
 DD1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1958.See file dsdata.txt to determine how the superseded data were derived.
 DD1958
 DD1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS534899(NAD 83)
 DD1958_MARKER: DD = SURVEY DISK
 DD1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1958_SP_SET: CONCRETE POST
 DD1958_STAMPING: 022 106 RM 1 1981
 DD1958_MARK LOGO: SCGS  
 DD1958_PROJECTION: FLUSH
 DD1958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1958+STABILITY: SURFACE MOTION
 DD1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1958+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1992
 DD1958
 DD1958  HISTORY     - Date     Condition        Report By
 DD1958  HISTORY     - 1981     MONUMENTED       SCGS
 DD1958  HISTORY     - 1987     GOOD             SCGS
 DD1958  HISTORY     - 1989     GOOD             USPSQD
 DD1958  HISTORY     - 19920816 GOOD             NGS
 DD1958
 DD1958                          STATION DESCRIPTION
 DD1958
 DD1958'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1958'7.2 KM (4.5 MI) WSW FROM GEORGETOWN.
 DD1958'THE MARK IS 0.3 M ABOVE ROAD 42.
 DD1958'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1958'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1958'STREET) IN GEORGETOWN, THENCE 4.85 KM (3.0 MI) WESTERLY ALONG STATE
 DD1958'ROAD 42, SET AT THE NORTH CORNER OF A TREE LINE IN THE SOUTH ANGLE OF
 DD1958'THE ENTRANCE ROAD TO THE WINYAH ELECTRIC GENERATING STATION, 28.05
 DD1958'METERS (92.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 37.2
 DD1958'METERS (122.0 FT) EAST-SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD,
 DD1958'14.9 METERS (48.9 FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A SIGN
 DD1958'FOR THE ELECTRIC STATION, 29.8 METERS (97.8 FT) WEST-SOUTHWEST OF A
 DD1958'POWER POLE 3739M, 11.7 METERS (38.4 FT) EAST-SOUTHEAST OF SURVEY MARK
 DD1958'022 016 SCGS.
 DD1958'THE MARK IS 0.45 METERS  NW FROM  A WITNESS POST
 DD1958
 DD1958                          STATION RECOVERY (1989)
 DD1958
 DD1958'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1958'RECOVERED IN GOOD CONDITION.
 DD1958
 DD1958                          STATION RECOVERY (1992)
 DD1958
 DD1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1958'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 70 (FRASER
 DD1958'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET)
 DD1958'IN GEORGETOWN, THENCE 3.6 KM (2.25 MI) WESTERLY ALONG STATE HIGHWAY
 DD1958'S2249, 39.3 M (128.9 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING
 DD1958'SOUTH TO THE WINYAH GENERATING STATION, 29.6 M (97.1 FT) WEST OF A
 DD1958'UTILITY POLE WITH A TRANSFORMER AND METER, 28.1 M (92.2 FT) SOUTHWEST
 DD1958'OF AND LEVEL WITH THE ROAD CENTERLINE, 15.1 M (49.5 FT) 15.1 M (49.5
 DD1958'FT) SOUTHEAST OF THE EAST LEG OF A SIGN, 0.4 M (1.3 FT) NORTHWEST OF
 DD1958'A WITNESS POST, AND THE MONUMENT PROJECTS 0.01 M (0.03 FT) ABOVE THE
 DD1958'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2033 ***********************************************************************
 DD2033  DESIGNATION -  022 017
 DD2033  PID         -  DD2033
 DD2033  STATE/COUNTY-  SC/GEORGETOWN
 DD2033  USGS QUAD   -  KILSOCK BAY (1973)
 DD2033
 DD2033                         *CURRENT SURVEY CONTROL
 DD2033  ___________________________________________________________________
 DD2033* NAD 83(2001)-  33 21 45.14342(N)    079 27 42.29947(W)     ADJUSTED  
 DD2033* NAVD 88     -        13.959  (meters)      45.80   (feet)  ADJUSTED  
 DD2033  ___________________________________________________________________
 DD2033  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 DD2033  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DD2033  DYNAMIC HT  -          13.944 (meters)      45.75  (feet)  COMP
 DD2033  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DD2033
 DD2033  HORZ ORDER  -  SECOND
 DD2033  VERT ORDER  -  FIRST     CLASS II
 DD2033
 DD2033.The horizontal coordinates were established by classical geodetic methods
 DD2033.and adjusted by the National Geodetic Survey in March 2004..
 DD2033
 DD2033.The orthometric height was determined by differential leveling
 DD2033.and adjusted by the National Geodetic Survey in June 1991..
 DD2033
 DD2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2033
 DD2033.The geoid height was determined by GEOID03.
 DD2033
 DD2033.The dynamic height is computed by dividing the NAVD 88
 DD2033.geopotential number by the normal gravity value computed on the
 DD2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2033.degrees latitude (g = 980.6199 gals.).
 DD2033
 DD2033.The modeled gravity was interpolated from observed gravity values.
 DD2033
 DD2033;                    North         East     Units Scale Factor Converg.
 DD2033;SPC SC       -   170,649.518   752,730.839   MT  0.99980791   +0 51 10.1
 DD2033;SPC SC       -   559,873.75  2,469,589.37   iFT  0.99980791   +0 51 10.1
 DD2033;UTM  17      - 3,692,535.959   643,113.208   MT  0.99985252   +0 50 45.9
 DD2033
 DD2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2033!SPC SC       -   1.00000315  x   0.99980791  =   0.99981106
 DD2033!UTM  17      -   1.00000315  x   0.99985252  =   0.99985567
 DD2033
 DD2033:                Primary Azimuth Mark                     Grid Az
 DD2033:SPC SC       -  022 017 AZ MK                            056 45 08.6
 DD2033:UTM  17      -  022 017 AZ MK                            056 45 32.8
 DD2033
 DD2033|---------------------------------------------------------------------|
 DD2033| PID    Reference Object                     Distance      Geod. Az  |
 DD2033|                                                           dddmmss.s |
 DD2033| DD2035 022 017 AZ MK                       APPROX. 1.0 KM 0573618.7 |
 DD2033| DD2034 022 017 RM 1                          8.894 METERS 26914     |
 DD2033|---------------------------------------------------------------------|
 DD2033
 DD2033                          SUPERSEDED SURVEY CONTROL
 DD2033
 DD2033  NAD 83(1986)-  33 21 45.15399(N)    079 27 42.30337(W) AD(       ) 2
 DD2033  NAD 27      -  33 21 44.55479(N)    079 27 43.08184(W) AD(       ) 2
 DD2033  NGVD 29 (03/21/89)   14.262  (m)           46.79   (f) ADJUSTED    1 2
 DD2033
 DD2033.Superseded values are not recommended for survey control.
 DD2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2033.See file dsdata.txt to determine how the superseded data were derived.
 DD2033
 DD2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4311392536(NAD 83)
 DD2033_MARKER: DD = SURVEY DISK
 DD2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2033_SP_SET: CONCRETE POST
 DD2033_STAMPING: HORZ 022 017 1981
 DD2033_MARK LOGO: SCGS  
 DD2033_PROJECTION: FLUSH
 DD2033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2033+STABILITY: SURFACE MOTION
 DD2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2033+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2033
 DD2033  HISTORY     - Date     Condition        Report By
 DD2033  HISTORY     - 1981     MONUMENTED       SCGS
 DD2033  HISTORY     - 1987     GOOD             SCGS
 DD2033  HISTORY     - 1989     GOOD             USPSQD
 DD2033  HISTORY     - 19940614 GOOD             USPSQD
 DD2033  HISTORY     - 20040605 GOOD             USPSQD
 DD2033
 DD2033                          STATION DESCRIPTION
 DD2033
 DD2033'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2033'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) WEST OF GEORGETOWN
 DD2033'ABOUT 12.8 KM (8.0 MI) SOUTHEAST OF ANDREWS, IS AT THE JUNCTION OF
 DD2033'U.S. HIGHWAY 17A AND HIGHWAY S-22-24.  FOR INFORMATION CONTACT--  MR.
 DD2033'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUBMIA,
 DD2033'S.C.  29202, PHONE (803) 758-3414.
 DD2033'
 DD2033'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17A AND 521,
 DD2033'ABOUT 8 MILES SOUTHWEST OF ANDREWS AND ABOUT 9 MILES WEST OF
 DD2033'GEORGETOWN, GO SOUTHWEST ON U.S. HIGHWAY 17A FOR 2.25 KM (1.4 MI) TO
 DD2033'FORKS (HIGHWAY 42), KEEP RIGHT, CONTINUE ON U.S. HIGHWAY 17A FOR 1.4
 DD2033'KM (0.9 MI) TO FORKS JUNCTION WITH HIGHWAY S-22-24 AND THE STATION
 DD2033'MARK ON LEFT AND IN THE CENTER OF A V-SHAVEP AREA IN THE MIDDLE OF
 DD2033'TWO DITCHES
 DD2033'
 DD2033'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2033'---022 017 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2033'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.3 METERS S FROM
 DD2033'CENTER OF HIGHWAY 17A,  9.8 METERS N FROM CENTER OF COUNTY ROAD
 DD2033'S-22-24,  5.3 METERS E FROM THE CENTER TOP OF SIGN THAT READS SAMPIT
 DD2033'MONUMENTS,  4.0 METERS W FROM UNDERGROUND CABLE JUNCTION BOX, AND
 DD2033'21.3 METERS NE FROM 45 MPH SPEED SIGN.
 DD2033'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2033'DISK STAMPED---022 017 1981---SET INTO AN IRREGULAR MASS OF
 DD2033'CONCRETE 1.7 METERS BELOW THE SURFACE.
 DD2033'
 DD2033'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2033'DISK STAMPED---RM 1 022 017 1981---SET INTO THE TOP OF A ROUND
 DD2033'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE
 DD2033'GROUND LOCATED  9.4 METERS S FROM CENTER OF HIGHWAY 17A, 15.2 METERS
 DD2033'N FROM CENTER OF COUNTY ROAD S-22-241, 12.7 METERS W FROM UNDERGROUND
 DD2033'CABLE JUNCTION BOX,  4.6 METERS NW FROM CENTER TOP OF SIGN THAT READS
 DD2033'SAMPIT MONUMENT, AND IS LEVEL WITH THE STATION.
 DD2033'
 DD2033'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2033'STAMPED---022 017---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DD2033'30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND LOCATED 10.8
 DD2033'METERS SE FROM CENTER OF HIGHWAY 17A, 12.2 METERS E FROM POWER LINE
 DD2033'POLE,  4.7 METERS NW FROM 5 FOOT HIGH WATER TANK, AND 10.0 METERS NE
 DD2033'FROM 20 INCH LIVE OAK TREE.
 DD2033'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON U.S.
 DD2033'HIGHWAY 17A FOR 1.0 KM (0.6 MI) TO THE MARK ON RIGHT.
 DD2033
 DD2033                          STATION RECOVERY (1987)
 DD2033
 DD2033'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2033'13.4 KM (8.35 MI) SE FROM ANDREWS.
 DD2033'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2033'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2033'THE JUNCTION OF U.S. HIGHWAY 17 ALTERANATE (HALF-WAY BEND), THENCE
 DD2033'2.1 KM (1.3 MI) SOUTHWEST ALONG HIGHWAY 17 ALTERNATE TO A FORK (STATE
 DD2033'ROAD 24), SET NEAR A WIDE TELEPHONE JUNCTION BOX IN THE ROAD FORK,
 DD2033'12.2 METERS (40.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 DD2033'9.7 METERS (31.8 FT) NORTHWEST OF THE CENTER OF THE ROAD, 3.86 METERS
 DD2033'(12.7 FT) WEST-SOUTHWEST OF THE WEST CORNER OF THE JUNCTION BOX, 8.9
 DD2033'METERS (29.2 FT) EAST OF SURVEY MARK 022 017 RM 1 SCGS, 6.15 METERS
 DD2033'(20.2 FT) EAST-NORTHEAST OF THE SOUTH LEG OF A SIGN (SAMPIT
 DD2033'MONUMENT).
 DD2033'THE MARK IS 5.7 METERS  ENE FROM  A WITNESS POST
 DD2033'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DD2033
 DD2033                          STATION RECOVERY (1989)
 DD2033
 DD2033'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2033'RECOVERED IN GOOD CONDITION.
 DD2033
 DD2033                          STATION RECOVERY (1994)
 DD2033
 DD2033'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2033'RECOVERED IN GOOD CONDITION.
 DD2033
 DD2033                          STATION RECOVERY (2004)
 DD2033
 DD2033'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2035 ***********************************************************************
 DD2035  DESIGNATION -  022 017 AZ MK
 DD2035  PID         -  DD2035
 DD2035  STATE/COUNTY-  SC/GEORGETOWN
 DD2035  USGS QUAD   -  KILSOCK BAY (1973)
 DD2035
 DD2035                         *CURRENT SURVEY CONTROL
 DD2035  ___________________________________________________________________
 DD2035* NAD 83(2001)-  33 22 02.76896(N)    079 27 09.19097(W)     ADJUSTED  
 DD2035* NAVD 88     -         5.554  (meters)      18.22   (feet)  ADJUSTED  
 DD2035  ___________________________________________________________________
 DD2035  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 DD2035  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DD2035  DYNAMIC HT  -           5.548 (meters)      18.20  (feet)  COMP
 DD2035  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DD2035
 DD2035  HORZ ORDER  -  SECOND
 DD2035  VERT ORDER  -  FIRST     CLASS II
 DD2035
 DD2035.The horizontal coordinates were established by classical geodetic methods
 DD2035.and adjusted by the National Geodetic Survey in March 2004..
 DD2035
 DD2035.The orthometric height was determined by differential leveling
 DD2035.and adjusted by the National Geodetic Survey in June 1991..
 DD2035
 DD2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2035
 DD2035.The geoid height was determined by GEOID03.
 DD2035
 DD2035.The dynamic height is computed by dividing the NAVD 88
 DD2035.geopotential number by the normal gravity value computed on the
 DD2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2035.degrees latitude (g = 980.6199 gals.).
 DD2035
 DD2035.The modeled gravity was interpolated from observed gravity values.
 DD2035
 DD2035;                    North         East     Units Scale Factor Converg.
 DD2035;SPC SC       -   171,205.146   753,578.389   MT  0.99980746   +0 51 28.5
 DD2035;SPC SC       -   561,696.67  2,472,370.04   iFT  0.99980746   +0 51 28.5
 DD2035;UTM  17      - 3,693,091.514   643,960.862   MT  0.99985552   +0 51 04.5
 DD2035
 DD2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2035!SPC SC       -   1.00000447  x   0.99980746  =   0.99981193
 DD2035!UTM  17      -   1.00000447  x   0.99985552  =   0.99985999
 DD2035
 DD2035                          SUPERSEDED SURVEY CONTROL
 DD2035
 DD2035  NAD 83(1986)-  33 22 02.77954(N)    079 27 09.19487(W) AD(       ) 2
 DD2035  NAD 27      -  33 22 02.18085(N)    079 27 09.97434(W) AD(       ) 2
 DD2035  NGVD 29 (03/21/89)    5.857  (m)           19.22   (f) ADJUSTED    1 2
 DD2035
 DD2035.Superseded values are not recommended for survey control.
 DD2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2035.See file dsdata.txt to determine how the superseded data were derived.
 DD2035
 DD2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4396193092(NAD 83)
 DD2035_MARKER: DD = SURVEY DISK
 DD2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2035_SP_SET: CONCRETE POST
 DD2035_STAMPING: AZ MK 022 017 1981
 DD2035_MARK LOGO: SCGS  
 DD2035_PROJECTION: PROJECTING 3 CENTIMETERS
 DD2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2035+STABILITY: SURFACE MOTION
 DD2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2035+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2035
 DD2035  HISTORY     - Date     Condition        Report By
 DD2035  HISTORY     - 1981     MONUMENTED       MJH
 DD2035  HISTORY     - 1987     GOOD             SCGS
 DD2035  HISTORY     - 1989     GOOD             USPSQD
 DD2035  HISTORY     - 19940614 GOOD             USPSQD
 DD2035  HISTORY     - 20010331 GOOD             NGS
 DD2035  HISTORY     - 20040605 GOOD             USPSQD
 DD2035
 DD2035                          STATION DESCRIPTION
 DD2035
 DD2035'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2035'13.7 KM (8.5 MI) SE FROM ANDREWS.
 DD2035'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2035'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2035'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2035'1.15 KM (0.7 MI) SOUTHWEST ALONG HIGHWAY 17 ALTERNATE, SET NEAR A
 DD2035'5-FOOT TALL WELL PUMP TANK IN THE EAST ANGLE OF A SAND DRIVEWAY
 DD2035'LEADING TO A BRICK HOUSE AND A SMALL TRAILER PARK, 10.7 METERS (35.1
 DD2035'FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 4.65 METERS (15.3 FT)
 DD2035'NORTH-NORTHWEST OF THE NORTH-NORTHWEST FACE OF THE TANK, 10.1 METERS
 DD2035'(33.1 FT) NORTH OF A 26-INCH WATER OAK TREE BURNT AT THE BASE, 12.15
 DD2035'METERS (39.9 FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER, TWO
 DD2035'GUY WIRES AND A TELEPHONE JUNCTION BOX P1 AT THE BASE, 5.8 METERS
 DD2035'(19.0 FT) NORTHEAST OF THE NORTHEAST FACE OF A UNUSED BRICK WELL.
 DD2035'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 DD2035'THE MARK IS 0.5 M ABOVE THE ROAD.
 DD2035
 DD2035                          STATION RECOVERY (1989)
 DD2035
 DD2035'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2035'RECOVERED IN GOOD CONDITION.
 DD2035
 DD2035                          STATION RECOVERY (1994)
 DD2035
 DD2035'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2035'RECOVERED IN GOOD CONDITION.
 DD2035
 DD2035                          STATION RECOVERY (2001)
 DD2035
 DD2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD2035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DD2035
 DD2035                          STATION RECOVERY (2004)
 DD2035
 DD2035'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2034 ***********************************************************************
 DD2034  DESIGNATION -  022 017 RM 1
 DD2034  PID         -  DD2034
 DD2034  STATE/COUNTY-  SC/GEORGETOWN
 DD2034  USGS QUAD   -  KILSOCK BAY (1973)
 DD2034
 DD2034                         *CURRENT SURVEY CONTROL
 DD2034  ___________________________________________________________________
 DD2034* NAD 83(1986)-  33 21 46.     (N)    079 27 42.     (W)     SCALED    
 DD2034* NAVD 88     -        13.985  (meters)      45.88   (feet)  ADJUSTED  
 DD2034  ___________________________________________________________________
 DD2034  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DD2034  DYNAMIC HT  -          13.970 (meters)      45.83  (feet)  COMP
 DD2034  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DD2034
 DD2034  VERT ORDER  -  FIRST     CLASS II
 DD2034
 DD2034.The horizontal coordinates were scaled from a topographic map and have
 DD2034.an estimated accuracy of +/- 6 seconds.
 DD2034
 DD2034.The orthometric height was determined by differential leveling
 DD2034.and adjusted by the National Geodetic Survey in June 1991..
 DD2034
 DD2034.The geoid height was determined by GEOID03.
 DD2034
 DD2034.The dynamic height is computed by dividing the NAVD 88
 DD2034.geopotential number by the normal gravity value computed on the
 DD2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2034.degrees latitude (g = 980.6199 gals.).
 DD2034
 DD2034.The modeled gravity was interpolated from observed gravity values.
 DD2034
 DD2034;                    North         East    Units  Estimated Accuracy
 DD2034;SPC SC       -   170,680.      752,740.      MT  (+/- 180 meters Scaled)
 DD2034
 DD2034                          SUPERSEDED SURVEY CONTROL
 DD2034
 DD2034  NGVD 29 (03/21/89)   14.288  (m)           46.88   (f) ADJUSTED    1 2
 DD2034
 DD2034.Superseded values are not recommended for survey control.
 DD2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2034.See file dsdata.txt to determine how the superseded data were derived.
 DD2034
 DD2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS431925(NAD 83)
 DD2034_MARKER: DD = SURVEY DISK
 DD2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2034_SP_SET: CONCRETE POST
 DD2034_STAMPING: RM 1 022 017 1981
 DD2034_MARK LOGO: SCGS  
 DD2034_PROJECTION: PROJECTING 2 CENTIMETERS
 DD2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2034+STABILITY: SURFACE MOTION
 DD2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2034+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2034
 DD2034  HISTORY     - Date     Condition        Report By
 DD2034  HISTORY     - 1981     MONUMENTED       SCGS
 DD2034  HISTORY     - 1987     GOOD             SCGS
 DD2034  HISTORY     - 1989     GOOD             USPSQD
 DD2034  HISTORY     - 19940614 GOOD             USPSQD
 DD2034  HISTORY     - 20010331 GOOD             NGS
 DD2034  HISTORY     - 20040605 GOOD             USPSQD
 DD2034
 DD2034                          STATION DESCRIPTION
 DD2034
 DD2034'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2034'13.4 KM (8.35 MI) SE FROM ANDREWS.
 DD2034'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2034'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2034'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2034'2.1 KM (1.3 MI) SOUTHWEST ALONG HIGHWAY 17 ALTERNATE TO A FORK (STATE
 DD2034'ROAD 24), SET NEAR A SIGN (SAMPIT MONUMENT) WITH TWO LEGS MADE OF
 DD2034'LANDSCAPE TIMBERS IN THE ROAD FORK, 9.45 METERS (31.0 FT)
 DD2034'SOUTH-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 15.2 METERS (49.9 FT)
 DD2034'NORTHWEST OF THE CENTER OF THE ROAD, 12.55 METERS (41.2 FT) WEST OF
 DD2034'THE WEST CORNER OF A TELEPHONE JUNCTION BOX NUMBER 1, 27.65 METERS
 DD2034'(90.7 FT) EAST-NORTHEAST OF THE SOUTH LEG OF A PEPSI SIGN (MILLERS
 DD2034'STORE), 4.39 METERS (14.4 FT) NORTHWEST OF THE NORTH LEG OF THE SIGN
 DD2034'(SAMPIT MONUMENT).
 DD2034'THE MARK IS 4.37 METERS  NW FROM  A WITNESS POST
 DD2034'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DD2034
 DD2034                          STATION RECOVERY (1989)
 DD2034
 DD2034'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2034'RECOVERED IN GOOD CONDITION.
 DD2034
 DD2034                          STATION RECOVERY (1994)
 DD2034
 DD2034'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2034'RECOVERED IN GOOD CONDITION.
 DD2034
 DD2034                          STATION RECOVERY (2001)
 DD2034
 DD2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD2034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DD2034
 DD2034                          STATION RECOVERY (2004)
 DD2034
 DD2034'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3062 ***********************************************************************
 DD3062  DESIGNATION -  022 018
 DD3062  PID         -  DD3062
 DD3062  STATE/COUNTY-  SC/GEORGETOWN
 DD3062  USGS QUAD   -  OLIN (1973)
 DD3062
 DD3062                         *CURRENT SURVEY CONTROL
 DD3062  ___________________________________________________________________
 DD3062* NAD 83(2001)-  33 25 16.28023(N)    079 26 55.57184(W)     ADJUSTED  
 DD3062* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 DD3062  ___________________________________________________________________
 DD3062  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DD3062  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DD3062
 DD3062  HORZ ORDER  -  SECOND
 DD3062
 DD3062.The horizontal coordinates were established by classical geodetic methods
 DD3062.and adjusted by the National Geodetic Survey in March 2004..
 DD3062
 DD3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3062
 DD3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3062
 DD3062.The geoid height was determined by GEOID03.
 DD3062
 DD3062;                    North         East     Units Scale Factor Converg.
 DD3062;SPC SC       -   177,170.430   753,840.885   MT  0.99980298   +0 51 36.0
 DD3062;SPC SC       -   581,267.81  2,473,231.25   iFT  0.99980298   +0 51 36.0
 DD3062;UTM  17      - 3,699,057.073   644,224.002   MT  0.99985645   +0 51 16.4
 DD3062
 DD3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3062!SPC SC       -   1.00000313  x   0.99980298  =   0.99980611
 DD3062!UTM  17      -   1.00000313  x   0.99985645  =   0.99985958
 DD3062
 DD3062|---------------------------------------------------------------------|
 DD3062| PID    Reference Object                     Distance      Geod. Az  |
 DD3062|                                                           dddmmss.s |
 DD3062| DD3701 022 018 RM 1                          9.003 METERS 11006     |
 DD3062| DD3063 022 018 AZ MK                       APPROX. 1.2 KM 2871707.9 |
 DD3062|---------------------------------------------------------------------|
 DD3062
 DD3062                          SUPERSEDED SURVEY CONTROL
 DD3062
 DD3062  NAD 83(1986)-  33 25 16.29067(N)    079 26 55.57553(W) AD(       ) 2
 DD3062  NAD 27      -  33 25 15.68646(N)    079 26 56.36298(W) AD(       ) 2
 DD3062  NGVD 29 (07/19/86)   14.4    (m)           47.     (f) VERT ANG       
 DD3062
 DD3062.Superseded values are not recommended for survey control.
 DD3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3062.See file dsdata.txt to determine how the superseded data were derived.
 DD3062
 DD3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4422499057(NAD 83)
 DD3062_MARKER: DD = SURVEY DISK
 DD3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3062+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD3062
 DD3062  HISTORY     - Date     Condition        Report By
 DD3062  HISTORY     - 1981     MONUMENTED       SCGS
 DD3062  HISTORY     - 19940613 GOOD             USPSQD
 DD3062  HISTORY     - 20040605 GOOD             USPSQD
 DD3062
 DD3062                          STATION DESCRIPTION
 DD3062
 DD3062'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3062'THE STATION IS LOCATED ABOUT 11 KM (7 MI) EAST OF ANDREWS, 4.8 KM (3
 DD3062'MI) NORTH OF THE JUNCTION OF U.S. HIGHWAYS 521 AND 17 ALT, NEXT TO
 DD3062'THE RAILROAD TRACKS ON STATE ROAD ROW.  GEORGE WEATHERS,
 DD3062'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DD3062'(803) 758-3414.
 DD3062'
 DD3062'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 521 AND 17
 DD3062'ALT (NEAR THE SAMPIT COMMUNITY), GO NORTHWEST ON HIGHWAY 521 FOR 1.8
 DD3062'KM (1.1 MI) TO A SLANTED CROSSROAD.  BEAR RIGHT, NORTHWEST, ON
 DD3062'S-22-613 FOR 4.8 KM (2.7 MI) TO END OF PAVEMENT AND S-22-308.  TURN
 DD3062'LEFT, WEST ON S-22-308 FOR 0.1 KM (0.25 MI) TO STATION ON THE LEFT.
 DD3062'DESCRIBED BY M. W. LAYTON.
 DD3062'
 DD3062'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3062'---022 018 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3062'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 13.4 METERS SSW FROM
 DD3062'CENTER OF COUNTY ROAD,  9.1 METERS NNE FROM CENTER OF RAILROAD
 DD3062'TRACKS, 25.8 METERS SE FROM RAILROAD MILEPOST SIGN THAT READS 10, AND
 DD3062'32.0 METERS S FROM CENTER OF PLANT ENTRANCE.
 DD3062'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3062'DISK STAMPED---022 018 1981---SET INTO AN IRREGULAR MASS OF
 DD3062'CONCRETE 2 METERS BELOW THE SURFACE.
 DD3062'
 DD3062'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3062'DISK STAMPED---RM 1 022 018 1981---SET INTO THE TOP OF A ROUND
 DD3062'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3062'14.0 METERS SSW FROM CENTER OF COUNTY ROAD,  8.6 METERS NNE FROM
 DD3062'CENTER OF RAILROAD TRACKS, 34.4 METERS E FROM RAILROAD MILEPOST SIGN
 DD3062'THAT READS 10, AND IS LEVEL WITH THE STATION.
 DD3062'
 DD3062'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3062'STAMPED---AZ MK 022 018 1981---SET INTO THE TOP OF A METAL PIPE 30
 DD3062'CM IN DIAMETER PROJECTING 7.6 CM ABOVE THE GROUND LOCATED  0.9 METERS
 DD3062'SW FROM POWER LINE POLE AND  9.1 METERS NNW FROM CENTER OF COUNTY
 DD3062'ROAD.
 DD3062'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD3062'GO WESTERLY ON S-22-308 FOR 1.2 KM (0.75 MI) TO AZIMUTH ON THE RIGHT
 DD3062'NEAR A POWER LINE POLE.
 DD3062
 DD3062                          STATION RECOVERY (1994)
 DD3062
 DD3062'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD3062'RECOVERED IN GOOD CONDITION.
 DD3062
 DD3062                          STATION RECOVERY (2004)
 DD3062
 DD3062'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD3062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3063 ***********************************************************************
 DD3063  DESIGNATION -  022 018 AZ MK
 DD3063  PID         -  DD3063
 DD3063  STATE/COUNTY-  SC/GEORGETOWN
 DD3063  USGS QUAD   -  OLIN (1973)
 DD3063
 DD3063                         *CURRENT SURVEY CONTROL
 DD3063  ___________________________________________________________________
 DD3063* NAD 83(2001)-  33 25 27.64273(N)    079 27 39.12420(W)     ADJUSTED  
 DD3063* NAVD 88     -        10.9    (meters)      36.     (feet)  VERTCON   
 DD3063  ___________________________________________________________________
 DD3063  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 DD3063  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DD3063
 DD3063  HORZ ORDER  -  SECOND
 DD3063
 DD3063.The horizontal coordinates were established by classical geodetic methods
 DD3063.and adjusted by the National Geodetic Survey in March 2004..
 DD3063
 DD3063.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3063
 DD3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3063
 DD3063.The geoid height was determined by GEOID03.
 DD3063
 DD3063;                    North         East     Units Scale Factor Converg.
 DD3063;SPC SC       -   177,503.569   752,710.837   MT  0.99980275   +0 51 11.9
 DD3063;SPC SC       -   582,360.79  2,469,523.74   iFT  0.99980275   +0 51 11.9
 DD3063;UTM  17      - 3,699,390.336   643,093.927   MT  0.99985245   +0 50 52.6
 DD3063
 DD3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3063!SPC SC       -   1.00000362  x   0.99980275  =   0.99980637
 DD3063!UTM  17      -   1.00000362  x   0.99985245  =   0.99985607
 DD3063
 DD3063                          SUPERSEDED SURVEY CONTROL
 DD3063
 DD3063  NAD 83(1986)-  33 25 27.65315(N)    079 27 39.12789(W) AD(       ) 2
 DD3063  NAD 27      -  33 25 27.04946(N)    079 27 39.91399(W) AD(       ) 2
 DD3063  NGVD 29 (07/19/86)   11.2    (m)           37.     (f) VERT ANG       
 DD3063
 DD3063.Superseded values are not recommended for survey control.
 DD3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3063.See file dsdata.txt to determine how the superseded data were derived.
 DD3063
 DD3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4309499390(NAD 83)
 DD3063_MARKER: DD = SURVEY DISK
 DD3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3063_SP_SET: CONCRETE POST
 DD3063_STAMPING: AZ MK 022 018 1981
 DD3063_MARK LOGO: SCGS  
 DD3063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3063+STABILITY: SURFACE MOTION
 DD3063
 DD3063  HISTORY     - Date     Condition        Report By
 DD3063  HISTORY     - 1981     MONUMENTED       SCGS
 DD3063  HISTORY     - 19930920 GOOD             SCGS
 DD3063  HISTORY     - 19940613 MARK NOT FOUND   USPSQD
 DD3063  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 DD3063
 DD3063                          STATION DESCRIPTION
 DD3063
 DD3063'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3063'STATION IS LOCATED 5.9 MILES (9.5 KM) EAST SOUTHEAST OF ANDREWS.
 DD3063'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3063'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3063'JUNCTION OF U.S. HIGHWAYS 521 AND 17 ALTERNATE, 9.5 MILES (15.3 KM)
 DD3063'WEST OF GEORGETOWN IN THE SAMPIT COMMUNITY, GO NORTHWEST ON HIGHWAY
 DD3063'521 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 613, BEAR
 DD3063'RIGHT ON ROAD 613 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION OF STATE
 DD3063'ROAD 308, TURN LEFT ON ROAD 308 FOR 1.0 MILE (1.6 KM) TO THE STATION
 DD3063'ON THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST PROJECTING
 DD3063'0.3 FOOT, 0.9 METER (3.0 FT) SOUTHWEST OF THE POWER POLE, 9.1 METERS
 DD3063'(29.9 FT) NORTH NORTHWEST OF THE CENTER OF THE ROAD.
 DD3063
 DD3063                          STATION RECOVERY (1994)
 DD3063
 DD3063'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD3063'MARK NOT FOUND.
 DD3063
 DD3063                          STATION RECOVERY (2004)
 DD3063
 DD3063'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD3063'SEARCHED N OF SR 22-308 WITH MICRONTA 4001. NO WP HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3052 ***********************************************************************
 DD3052  DESIGNATION -  022 019
 DD3052  PID         -  DD3052
 DD3052  STATE/COUNTY-  SC/GEORGETOWN
 DD3052  USGS QUAD   -  KILSOCK BAY (1973)
 DD3052
 DD3052                         *CURRENT SURVEY CONTROL
 DD3052  ___________________________________________________________________
 DD3052* NAD 83(2001)-  33 21 14.74604(N)    079 25 16.34650(W)     ADJUSTED  
 DD3052* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 DD3052  ___________________________________________________________________
 DD3052  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 DD3052  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD3052
 DD3052  HORZ ORDER  -  SECOND
 DD3052
 DD3052.The horizontal coordinates were established by classical geodetic methods
 DD3052.and adjusted by the National Geodetic Survey in March 2004..
 DD3052
 DD3052.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3052
 DD3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3052
 DD3052.The geoid height was determined by GEOID03.
 DD3052
 DD3052;                    North         East     Units Scale Factor Converg.
 DD3052;SPC SC       -   169,770.196   756,517.243   MT  0.99980870   +0 52 31.0
 DD3052;SPC SC       -   556,988.83  2,482,011.95   iFT  0.99980870   +0 52 31.0
 DD3052;UTM  17      - 3,691,656.136   646,899.699   MT  0.99986606   +0 52 05.5
 DD3052
 DD3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3052!SPC SC       -   1.00000432  x   0.99980870  =   0.99981302
 DD3052!UTM  17      -   1.00000432  x   0.99986606  =   0.99987038
 DD3052
 DD3052|---------------------------------------------------------------------|
 DD3052| PID    Reference Object                     Distance      Geod. Az  |
 DD3052|                                                           dddmmss.s |
 DD3052| DD3702 022 019 RM 1                         19.510 METERS 08029     |
 DD3052| DD3051 022 019 AZ MK                       442.020 METERS 1513039.8 |
 DD3052|---------------------------------------------------------------------|
 DD3052
 DD3052                          SUPERSEDED SURVEY CONTROL
 DD3052
 DD3052  NAD 83(1986)-  33 21 14.75653(N)    079 25 16.35032(W) AD(       ) 2
 DD3052  NAD 27      -  33 21 14.14598(N)    079 25 17.14111(W) AD(       ) 2
 DD3052  NGVD 29 (07/19/86)    6.9    (m)           23.     (f) VERT ANG       
 DD3052
 DD3052.Superseded values are not recommended for survey control.
 DD3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3052.See file dsdata.txt to determine how the superseded data were derived.
 DD3052
 DD3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4690091656(NAD 83)
 DD3052_MARKER: DD = SURVEY DISK
 DD3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3052_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3052
 DD3052  HISTORY     - Date     Condition        Report By
 DD3052  HISTORY     - 1981     MONUMENTED       SCGS
 DD3052
 DD3052                          STATION DESCRIPTION
 DD3052
 DD3052'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3052'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) NORTHWEST OF ANDREWS,
 DD3052'12.1 KM (7.5 MI) WEST OF GEORGETOWN, 3.2 KM (2 MI) EAST-SOUTHEAST OF
 DD3052'SAMPIT ON PROPERTY OF SANTEE COOPER POWER CO.
 DD3052'
 DD3052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 521 AND 17
 DD3052'ALT IN SAMPIT, GO SOUTH ON HIGHWAY 17A FOR 0.8 KM (0.5 MI) TO
 DD3052'JUNCTION OF HIGHWAY S-22-42 ON LEFT.  TURN LEFT ON S-22-42 AND GO
 DD3052'EASTERLY FOR 5.0 KM (3.1 MI) TO RAILROAD TRACKS.  TURN LEFT AND GO
 DD3052'NORTHERLY ON ROAD NEXT TO RAILROAD TRACKS FOR 1.3 KM (0.8 MI) .  TURN
 DD3052'RIGHT FOR 15 METERS (50 FEET) THEN LEFT AND GO 0.1 KM (0.25 MI) TO
 DD3052'STATION ON THE RIGHT.
 DD3052'
 DD3052'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3052'---022 019 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3052'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 16.2 METERS W FROM
 DD3052'CENTER OF AN IRON POWER LINE POLE,  4.3 METERS W FROM CENTER OF A DIM
 DD3052'TRACK ROAD, 14.0 METERS E FROM CENTER OF RAILROAD TRACKS, AND  1.1
 DD3052'METERS SE FROM METAL WITNESS POST.
 DD3052'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3052'DISK STAMPED---022 019 1981---SET INTO AN IRREGULAR MASS OF
 DD3052'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3052'
 DD3052'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3052'DISK STAMPED---RM 1 022 019 1981---SET INTO THE TOP OF A ROUND
 DD3052'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3052'5.5 METERS SE FROM CENTER OF AN IRON POWER LINE POLE, 14.9 METERS E
 DD3052'FROM CENTER OF A DIM TRACK ROAD, 20.4 METERS E FROM METAL WITNESS
 DD3052'POST AT STATION, 33.2 METERS FROM , AND IS LEVEL WITH THE STATION.
 DD3052'
 DD3052'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3052'STAMPED---AZ MK 022 019 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3052'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 15.0 METERS
 DD3052'E FROM CENTER OF RAILROAD TRACKS,  9.1 METERS W FROM DIRECTLY UNDER
 DD3052'WESTERN MOST OF OVERHEAD POWER LINES,  2.1 METERS W FROM CENTER OF
 DD3052'DIM TRACK ROAD, AND 11.9 METERS E FROM CENTER OF DIM TRACK ROAD.
 DD3052'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST FOR
 DD3052'0.4 KM (0.25 MI) TO THE MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3051 ***********************************************************************
 DD3051  DESIGNATION -  022 019 AZ MK
 DD3051  PID         -  DD3051
 DD3051  STATE/COUNTY-  SC/GEORGETOWN
 DD3051  USGS QUAD   -  KILSOCK BAY (1973)
 DD3051
 DD3051                         *CURRENT SURVEY CONTROL
 DD3051  ___________________________________________________________________
 DD3051* NAD 83(2001)-  33 21 02.13598(N)    079 25 08.19218(W)     ADJUSTED  
 DD3051* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 DD3051  ___________________________________________________________________
 DD3051  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 DD3051  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD3051
 DD3051  HORZ ORDER  -  SECOND
 DD3051
 DD3051.The horizontal coordinates were established by classical geodetic methods
 DD3051.and adjusted by the National Geodetic Survey in March 2004..
 DD3051
 DD3051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3051
 DD3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3051
 DD3051.The geoid height was determined by GEOID03.
 DD3051
 DD3051;                    North         East     Units Scale Factor Converg.
 DD3051;SPC SC       -   169,385.040   756,733.950   MT  0.99980904   +0 52 35.5
 DD3051;SPC SC       -   555,725.20  2,482,722.93   iFT  0.99980904   +0 52 35.5
 DD3051;UTM  17      - 3,691,270.931   647,116.371   MT  0.99986684   +0 52 09.7
 DD3051
 DD3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3051!SPC SC       -   1.00000418  x   0.99980904  =   0.99981322
 DD3051!UTM  17      -   1.00000418  x   0.99986684  =   0.99987102
 DD3051
 DD3051                          SUPERSEDED SURVEY CONTROL
 DD3051
 DD3051  NAD 83(1986)-  33 21 02.14647(N)    079 25 08.19600(W) AD(       ) 2
 DD3051  NAD 27      -  33 21 01.53559(N)    079 25 08.98707(W) AD(       ) 2
 DD3051  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG       
 DD3051
 DD3051.Superseded values are not recommended for survey control.
 DD3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3051.See file dsdata.txt to determine how the superseded data were derived.
 DD3051
 DD3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4711691271(NAD 83)
 DD3051_MARKER: DD = SURVEY DISK
 DD3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3051_SP_SET: CONCRETE POST
 DD3051_STAMPING: AZ MK 022 019 1981
 DD3051_MARK LOGO: SCGS  
 DD3051_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3051+STABILITY: SURFACE MOTION
 DD3051
 DD3051  HISTORY     - Date     Condition        Report By
 DD3051  HISTORY     - 1981     MONUMENTED       SCGS
 DD3051  HISTORY     - 19930920 GOOD             SCGS
 DD3051
 DD3051                          STATION DESCRIPTION
 DD3051
 DD3051'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3051'STATION IS LOCATED 10.0 MILES (16.1 KM) NORTHWEST OF ANDREWS, 7.5
 DD3051'MILES (12.1 KM) WEST OF GEORGETOWN. OWNERSHIP--SANTEE COOPER. TO
 DD3051'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 521 AND 17
 DD3051'ALTERNATE IN THE COMMUNITY OF SAMPIT, 9.5 MILES (15.3 KM) WEST OF
 DD3051'GEORGETOWN, GO SOUTHWEST ON HIGHWAY 17 ALTERNATE FOR 0.5 MILE
 DD3051'(0.8 KM) TO THE JUNCTION OF STATE ROAD 42, TURN LEFT ON ROAD 42 FOR
 DD3051'3.1 MILES (5.0 KM) TO A RAILROAD CROSSING, TURN LEFT ON ROAD PARALLEL
 DD3051'TO THE TRACKS FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE LEFT AT
 DD3051'OVERHEAD POWER LINES. STATION IS A CONCRETE POST FLUSH WITH THE
 DD3051'GROUND, 15.0 METERS (49.2 FT) EAST OF THE CENTER OF THE RAILROAD
 DD3051'TRACKS, 9.1 METERS (29.9 FT) WEST OF THE WESTERN MOST OVERHEAD POWER
 DD3051'LINES, 2.1 METERS (6.9 FT) WEST OF THE CENTER OF A DIM TRACK ROAD,
 DD3051'11.9 METERS (39.0 FT) EAST OF THE CENTER OF A DIM TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2061 ***********************************************************************
 DD2061  DESIGNATION -  022 020
 DD2061  PID         -  DD2061
 DD2061  STATE/COUNTY-  SC/GEORGETOWN
 DD2061  USGS QUAD   -  ANDREWS (1973)
 DD2061
 DD2061                         *CURRENT SURVEY CONTROL
 DD2061  ___________________________________________________________________
 DD2061* NAD 83(1986)-  33 26 55.     (N)    079 32 59.     (W)     SCALED    
 DD2061* NAVD 88     -         9.017  (meters)      29.58   (feet)  ADJUSTED  
 DD2061  ___________________________________________________________________
 DD2061  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DD2061  DYNAMIC HT  -           9.007 (meters)      29.55  (feet)  COMP
 DD2061  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 DD2061
 DD2061  VERT ORDER  -  FIRST     CLASS II
 DD2061
 DD2061.The horizontal coordinates were scaled from a topographic map and have
 DD2061.an estimated accuracy of +/- 6 seconds.
 DD2061
 DD2061.The orthometric height was determined by differential leveling
 DD2061.and adjusted by the National Geodetic Survey in June 1991..
 DD2061
 DD2061.The geoid height was determined by GEOID03.
 DD2061
 DD2061.The dynamic height is computed by dividing the NAVD 88
 DD2061.geopotential number by the normal gravity value computed on the
 DD2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2061.degrees latitude (g = 980.6199 gals.).
 DD2061
 DD2061.The modeled gravity was interpolated from observed gravity values.
 DD2061
 DD2061;                    North         East    Units  Estimated Accuracy
 DD2061;SPC SC       -   180,080.      744,410.      MT  (+/- 180 meters Scaled)
 DD2061
 DD2061                          SUPERSEDED SURVEY CONTROL
 DD2061
 DD2061  NGVD 29 (03/21/89)    9.318  (m)           30.57   (f) ADJUSTED    1 2
 DD2061
 DD2061.Superseded values are not recommended for survey control.
 DD2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2061.See file dsdata.txt to determine how the superseded data were derived.
 DD2061
 DD2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT347019(NAD 83)
 DD2061_MARKER: DD = SURVEY DISK
 DD2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2061_SP_SET: CONCRETE POST
 DD2061_STAMPING: HORZ 022 020 1981
 DD2061_MARK LOGO: SCGS  
 DD2061_PROJECTION: PROJECTING 4 CENTIMETERS
 DD2061_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2061+STABILITY: SURFACE MOTION
 DD2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2061+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 DD2061
 DD2061  HISTORY     - Date     Condition        Report By
 DD2061  HISTORY     - 1981     MONUMENTED       SCGS
 DD2061  HISTORY     - 1987     GOOD             SCGS
 DD2061  HISTORY     - 19940611 GOOD             USPSQD
 DD2061  HISTORY     - 20040604 GOOD             USPSQD
 DD2061
 DD2061                          STATION DESCRIPTION
 DD2061
 DD2061'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2061'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) IS ON ROAD RIGHT-OF-WAY.
 DD2061'FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION
 DD2061'ENGINEER, P.O. BOX 191, COLUMBIA, S.C. 29202, TELEPHONE (803)
 DD2061'758-3414.
 DD2061'
 DD2061'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 521 AND STATE
 DD2061'HIGHWAY 41 IN ANDREWS, GO EASTERLY ON U.S. HIGHWAY 521 FOR 0.4 KM
 DD2061'(0.25 MI) TO Y FORK, HIGHWAY 521 BEARS RIGHT.  CONTINUE AHEAD ON 521
 DD2061'FOR 0.4 KM (0.25 MI) TO POINT WHERE THE MAIN ROAD BEARS
 DD2061'LEFT CONTINUE STRAIGHT AHEAD S-22-86 FOR 0.1 KM (0.05 MI) TO THE
 DD2061'STATION ON LEFT AT POINT WHERE ROAD CURVES.
 DD2061'
 DD2061'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2061'---022 020 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2061'CM IN DIAMETER PROJECTING 2.5 CM ABOVE THE GROUND LOCATED  8.2 METERS
 DD2061'N FROM THE CENTER OF S-22-86,  4.9 METERS W FROM THE LARGE ROAD SIGN,
 DD2061'22.4 METERS NW FROM THE POWER POLE,  2.7 METERS S FROM THE FENCE, AND
 DD2061'0.9 METERS W FROM THE METAL WITNESS POST.
 DD2061'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2061'DISK STAMPED---022 020 1981---SET INTO AN IRREGULAR MASS OF
 DD2061'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD2061'
 DD2061'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2061'DISK STAMPED---022 020 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2061'CONCRETE MONUMENT 30 CM IN DIAMETER AND PROJECTING 3 CM ABOVE GROUND.
 DD2061'LOCATED  6.4 METERS E FROM THE CENTER OF S-22-86,  2.1 METERS N
 DD2061'FROM THE POWER POLE,  2.9 METERS W FROM THE FENCE, 19.4 METERS SE
 DD2061'FROM THE METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD2061'
 DD2061'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2061'STAMPED---022 020 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2061'MONUMENT 30 CM IN DIAMETER PROJECTING 2.5 CM ABOVE THE GROUND LOCATED
 DD2061'6.7 METERS E FROM THE CENTER OF ROAD,  0.9 METERS SW FROM THE METAL
 DD2061'WITNESS POST,  2.0 METERS N FROM THE POWER POLE NO 8, AND 21.9 METERS
 DD2061'S FROM THE FENCE GATE POST.
 DD2061'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PAVED ROAD
 DD2061'FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON LEFT.
 DD2061'
 DD2061'REFERENCE MARK NO 1 IS NOW DESTOYED DEC 1, 1982.
 DD2061
 DD2061                          STATION RECOVERY (1987)
 DD2061
 DD2061'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2061'IN ANDREWS.
 DD2061'0.65 KM (0.4 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2061'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO A
 DD2061'FORK (HIGHWAY 521 GOES SOUTHEAST), CONTINUE 0.4 KM (0.25 MI) EAST
 DD2061'SOUTHEAST ALONG STATE ROAD 20 (MAIN STREET) TO A FIVE-WAY JUNCTION
 DD2061'(STATE ROAD 20 GOES EAST), CONTINUE 0.1 KM (0.05 MI) EAST-SOUTHEAST
 DD2061'ALONG STATE ROAD 86 (MAIN STREET), SET IN THE ROAD SHOULDER ON THE
 DD2061'OUTSIDE OF A CURVE AND IN LINE WITH THE WEST SIDE OF THE DITCH ON THE
 DD2061'WEST SIDE OF THE ROAD, 7.8 METERS (25.6 FT) NORTHEAST OF THE CENTER
 DD2061'OF THE ROAD, 2.75 METERS (9.0 FT) SOUTHWEST OF A BARBED WIRE FENCE
 DD2061'LINE, 39.25 METERS (128.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 DD2061'BRICK AND STONE HOUSE, 22.5 METERS (73.8 FT) NORTH-NORTHWEST OF A
 DD2061'POWER POLE AP30 WITH 10 GUY WIRES, 9.9 METERS (32.5 FT)
 DD2061'NORTH-NORTHWEST OF A METAL ROAD SIGN POST (NO SIGN).
 DD2061'THE MARK IS 0.23 METERS  SW FROM  A WITNESS POST
 DD2061'THE MARK IS 0.2 M BELOW THE ROAD.
 DD2061
 DD2061                          STATION RECOVERY (1994)
 DD2061
 DD2061'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2061'RECOVERED IN GOOD CONDITION.
 DD2061
 DD2061                          STATION RECOVERY (2004)
 DD2061
 DD2061'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2062 ***********************************************************************
 DD2062  DESIGNATION -  022 020 AZ MK
 DD2062  PID         -  DD2062
 DD2062  STATE/COUNTY-  SC/GEORGETOWN
 DD2062  USGS QUAD   -  ANDREWS (1973)
 DD2062
 DD2062                         *CURRENT SURVEY CONTROL
 DD2062  ___________________________________________________________________
 DD2062* NAD 83(1986)-  33 26 27.     (N)    079 33 08.     (W)     SCALED    
 DD2062* NAVD 88     -        11.266  (meters)      36.96   (feet)  ADJUSTED  
 DD2062  ___________________________________________________________________
 DD2062  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD2062  DYNAMIC HT  -          11.254 (meters)      36.92  (feet)  COMP
 DD2062  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 DD2062
 DD2062  VERT ORDER  -  FIRST     CLASS II
 DD2062
 DD2062.The horizontal coordinates were scaled from a topographic map and have
 DD2062.an estimated accuracy of +/- 6 seconds.
 DD2062
 DD2062.The orthometric height was determined by differential leveling
 DD2062.and adjusted by the National Geodetic Survey in June 1991..
 DD2062
 DD2062.The geoid height was determined by GEOID03.
 DD2062
 DD2062.The dynamic height is computed by dividing the NAVD 88
 DD2062.geopotential number by the normal gravity value computed on the
 DD2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2062.degrees latitude (g = 980.6199 gals.).
 DD2062
 DD2062.The modeled gravity was interpolated from observed gravity values.
 DD2062
 DD2062;                    North         East    Units  Estimated Accuracy
 DD2062;SPC SC       -   179,210.      744,190.      MT  (+/- 180 meters Scaled)
 DD2062
 DD2062                          SUPERSEDED SURVEY CONTROL
 DD2062
 DD2062  NGVD 29 (03/21/89)   11.567  (m)           37.95   (f) ADJUSTED    1 2
 DD2062
 DD2062.Superseded values are not recommended for survey control.
 DD2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2062.See file dsdata.txt to determine how the superseded data were derived.
 DD2062
 DD2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT345010(NAD 83)
 DD2062_MARKER: DD = SURVEY DISK
 DD2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2062_SP_SET: CONCRETE POST
 DD2062_STAMPING: AZ MK 022 020 1981
 DD2062_MARK LOGO: SCGS  
 DD2062_PROJECTION: PROJECTING 3 CENTIMETERS
 DD2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2062+STABILITY: SURFACE MOTION
 DD2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2062+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 DD2062
 DD2062  HISTORY     - Date     Condition        Report By
 DD2062  HISTORY     - 1981     MONUMENTED       MJH
 DD2062  HISTORY     - 1987     GOOD             SCGS
 DD2062  HISTORY     - 19940611 GOOD             USPSQD
 DD2062  HISTORY     - 20040604 GOOD             USPSQD
 DD2062
 DD2062                          STATION DESCRIPTION
 DD2062
 DD2062'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2062'IN ANDREWS.
 DD2062'1.2 KM (0.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2062'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2062'THE SEABOARD COAST LINE RAILROAD CROSSING, THENCE 0.55 KM (0.35 MI)
 DD2062'SOUTH-SOUTHWEST ALONG STATE ROAD 86, SET NEAR A POWER POLE 8/AN50,
 DD2062'6.55 METERS (21.5 FT) EAST-SOUTHEAST OF THE CENTER OF THE ROAD, 2.04
 DD2062'METERS (6.7 FT) NORTH-NORTHEAST OF THE POWER POLE, 0.63 METER (2.1
 DD2062'FT) WEST-NORTHWEST OF A FENCE LINE, 58.05 METERS (190.5 FT)
 DD2062'SOUTH-SOUTHWEST OF THE CENTER OF STATE ROAD 383.
 DD2062'THE MARK IS 0.27 METERS  WNW FROM  A WITNESS POST
 DD2062'THE MARK IS 0.2 M ABOVE THE ROAD.
 DD2062
 DD2062                          STATION RECOVERY (1994)
 DD2062
 DD2062'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2062'RECOVERED IN GOOD CONDITION.
 DD2062
 DD2062                          STATION RECOVERY (2004)
 DD2062
 DD2062'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3043 ***********************************************************************
 DD3043  DESIGNATION -  022 021
 DD3043  PID         -  DD3043
 DD3043  STATE/COUNTY-  SC/GEORGETOWN
 DD3043  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD3043
 DD3043                         *CURRENT SURVEY CONTROL
 DD3043  ___________________________________________________________________
 DD3043* NAD 83(2001)-  33 21 38.19235(N)    079 17 43.92434(W)     ADJUSTED  
 DD3043* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 DD3043  ___________________________________________________________________
 DD3043  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 DD3043  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD3043
 DD3043  HORZ ORDER  -  SECOND
 DD3043
 DD3043.The horizontal coordinates were established by classical geodetic methods
 DD3043.and adjusted by the National Geodetic Survey in March 2004..
 DD3043
 DD3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3043
 DD3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3043
 DD3043.The geoid height was determined by GEOID03.
 DD3043
 DD3043;                    North         East     Units Scale Factor Converg.
 DD3043;SPC SC       -   170,678.071   768,199.010   MT  0.99980809   +0 56 41.8
 DD3043;SPC SC       -   559,967.42  2,520,337.96   iFT  0.99980809   +0 56 41.8
 DD3043;UTM  17      - 3,692,562.599   658,582.509   MT  0.99991006   +0 56 15.0
 DD3043
 DD3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3043!SPC SC       -   1.00000522  x   0.99980809  =   0.99981331
 DD3043!UTM  17      -   1.00000522  x   0.99991006  =   0.99991528
 DD3043
 DD3043|---------------------------------------------------------------------|
 DD3043| PID    Reference Object                     Distance      Geod. Az  |
 DD3043|                                                           dddmmss.s |
 DD3043| DD3704 022 021 RM 1                          9.140 METERS 16602     |
 DD3043| DD3044 022 021 AZ MK                       269.753 METERS 31314     |
 DD3043|---------------------------------------------------------------------|
 DD3043
 DD3043                          SUPERSEDED SURVEY CONTROL
 DD3043
 DD3043  NAD 83(1986)-  33 21 38.20298(N)    079 17 43.92799(W) AD(       ) 2
 DD3043  NAD 27      -  33 21 37.60194(N)    079 17 44.75068(W) AD(       ) 2
 DD3043  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 DD3043
 DD3043.Superseded values are not recommended for survey control.
 DD3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3043.See file dsdata.txt to determine how the superseded data were derived.
 DD3043
 DD3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5858392563(NAD 83)
 DD3043_MARKER: DD = SURVEY DISK
 DD3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3043_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DD3043
 DD3043  HISTORY     - Date     Condition        Report By
 DD3043  HISTORY     - 1982     MONUMENTED       SCGS
 DD3043
 DD3043                          STATION DESCRIPTION
 DD3043
 DD3043'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3043'THE STATION IS LOCATED AT THE NORTHEAST END OF THE U.S. HIGHWAY 17
 DD3043'BRIDGE OVER THE SAMPIT RIVER ON THE SOUTH EDGE OF GEORGETOWN.  FOR
 DD3043'INFORMATION CONTACT--  GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O.
 DD3043'BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DD3043'
 DD3043'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 701 AND U.S.
 DD3043'HIGHWAY 17, GO SOUTHWEST ON U.S. HIGHWAY 17 FOR 1.85 KM (1.15 MI) TO
 DD3043'THE NORTHEAST END OF THE SAMPIT RIVER BRIDGE AND THE STATION ON THE
 DD3043'RIGHT.
 DD3043'
 DD3043'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3043'---022 021 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3043'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.2 METERS NNW FROM A
 DD3043'METAL WITNESS POST, 23.5 METERS SW FROM A GUY CABLE ANCHOR,  9.7
 DD3043'METERS NNW FROM A GUY CABLE ANCHOR, AND 32.3 METERS N FROM THE THE
 DD3043'NORTHEAST CORNER OF A SMALL BUILDING.
 DD3043'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3043'DISK STAMPED---022 021 1981---SET INTO AN IRREGULAR MASS OF
 DD3043'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD3043'
 DD3043'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3043'DISK STAMPED---RM 1 022 021 1981---SET INTO THE TOP OF A ROUND
 DD3043'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE
 DD3043'GROUND LOCATED  1.6 METERS NNW FROM A METAL WITNESS POST,  1.3 METERS
 DD3043'W FROM A GUY CABLE ANCHOR, 30.48 METERS SW FROM A GUY CABLE ANCHOR,
 DD3043'24.4 METERS NNE FROM THE THE NORTHEAST CORNER OF A SMALL BUILDING,
 DD3043'AND IS LEVEL WITH THE STATION.
 DD3043'
 DD3043'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3043'DISK STAMPED---022 021 1982 AZ MK---SET INTO THE TOP OF A ROUND
 DD3043'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3043'7.3 METERS S FROM THE CENTER OF PAVED ROAD,  5.3 METERS W FROM THE 15
 DD3043'INCH LIVE OAK TREE, 10.5 METERS N FROM THE 4X4 4 POST WITH LIQUID
 DD3043'PET PIPELINE WARNING SIGN, 25.9 METERS ENE FROM THE CONCRETE CULVERT
 DD3043'(NE END), AND IS LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3044 ***********************************************************************
 DD3044  DESIGNATION -  022 021 AZ MK
 DD3044  PID         -  DD3044
 DD3044  STATE/COUNTY-  SC/GEORGETOWN
 DD3044  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD3044
 DD3044                         *CURRENT SURVEY CONTROL
 DD3044  ___________________________________________________________________
 DD3044* NAD 83(2001)-  33 21 44.18968(N)    079 17 51.52649(W)     ADJUSTED  
 DD3044* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 DD3044  ___________________________________________________________________
 DD3044  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 DD3044  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD3044
 DD3044  HORZ ORDER  -  SECOND
 DD3044
 DD3044.The horizontal coordinates were established by classical geodetic methods
 DD3044.and adjusted by the National Geodetic Survey in March 2004..
 DD3044
 DD3044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3044
 DD3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3044
 DD3044.The geoid height was determined by GEOID03.
 DD3044
 DD3044;                    North         East     Units Scale Factor Converg.
 DD3044;SPC SC       -   170,859.541   767,999.493   MT  0.99980793   +0 56 37.6
 DD3044;SPC SC       -   560,562.80  2,519,683.38   iFT  0.99980793   +0 56 37.6
 DD3044;UTM  17      - 3,692,744.114   658,382.994   MT  0.99990928   +0 56 10.9
 DD3044
 DD3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3044!SPC SC       -   1.00000513  x   0.99980793  =   0.99981306
 DD3044!UTM  17      -   1.00000513  x   0.99990928  =   0.99991441
 DD3044
 DD3044                          SUPERSEDED SURVEY CONTROL
 DD3044
 DD3044  NAD 83(1986)-  33 21 44.20029(N)    079 17 51.53016(W) AD(       ) 2
 DD3044  NAD 27      -  33 21 43.59964(N)    079 17 52.35234(W) AD(       ) 2
 DD3044  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 DD3044
 DD3044.Superseded values are not recommended for survey control.
 DD3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3044.See file dsdata.txt to determine how the superseded data were derived.
 DD3044
 DD3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5838392744(NAD 83)
 DD3044_MARKER: DD = SURVEY DISK
 DD3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3044_SP_SET: CONCRETE POST
 DD3044_STAMPING: 022 021 1982 AZ MK
 DD3044_MARK LOGO: SCGS  
 DD3044_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3044+STABILITY: SURFACE MOTION
 DD3044
 DD3044  HISTORY     - Date     Condition        Report By
 DD3044  HISTORY     - 1981     MONUMENTED       SCGS
 DD3044  HISTORY     - 19930920 GOOD             SCGS
 DD3044
 DD3044                          STATION DESCRIPTION
 DD3044
 DD3044'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3044'STATION IS LOCATED AT THE SOUTH EDGE OF GEORGETOWN. OWNERSHIP--SCDOT,
 DD3044'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3044'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3044'17 AND 701 IN GEORGETOWN, GO SOUTHWEST ON HIGHWAYS 17 AND 701 FOR
 DD3044'0.95 MILE (1.53 KM) TO A FORK RIGHT, BEAR RIGHT ON A PAVED ROAD FOR
 DD3044'0.2 MILE (0.3 KM) TO THE STATION NEAR A 1.5-FOOT LIVE OAK TREE.
 DD3044'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 7.3 METERS
 DD3044'(24.0 FT) SOUTH OF THE CENTER OF THE PAVED ROAD, 5.3 METERS
 DD3044'(17.4 FT) WEST OF THE 1.5-FOOT LIVE OAK TREE, 10.5 METERS (34.4 FT)
 DD3044'NORTH OF A SQUARE 0.4-FOOT POST WITH A WARNING SIGN (LIQUID PET
 DD3044'PIPELINE), 25.9 METERS (85.0 FT) EAST NORTHEAST OF THE NORTHEAST END
 DD3044'OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3058 ***********************************************************************
 DD3058  DESIGNATION -  022 022
 DD3058  PID         -  DD3058
 DD3058  STATE/COUNTY-  SC/GEORGETOWN
 DD3058  USGS QUAD   -  OLIN (1973)
 DD3058
 DD3058                         *CURRENT SURVEY CONTROL
 DD3058  ___________________________________________________________________
 DD3058* NAD 83(2001)-  33 28 32.91383(N)    079 25 51.04734(W)     ADJUSTED  
 DD3058* NAVD 88     -        17.1    (meters)      56.     (feet)  VERTCON   
 DD3058  ___________________________________________________________________
 DD3058  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 DD3058  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DD3058
 DD3058  HORZ ORDER  -  SECOND
 DD3058
 DD3058.The horizontal coordinates were established by classical geodetic methods
 DD3058.and adjusted by the National Geodetic Survey in March 2004..
 DD3058
 DD3058.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3058
 DD3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3058
 DD3058.The geoid height was determined by GEOID03.
 DD3058
 DD3058;                    North         East     Units Scale Factor Converg.
 DD3058;SPC SC       -   183,251.775   755,415.410   MT  0.99979933   +0 52 11.8
 DD3058;SPC SC       -   601,219.73  2,478,397.01   iFT  0.99979933   +0 52 11.8
 DD3058;UTM  17      - 3,705,138.639   645,799.134   MT  0.99986208   +0 51 56.4
 DD3058
 DD3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3058!SPC SC       -   1.00000265  x   0.99979933  =   0.99980198
 DD3058!UTM  17      -   1.00000265  x   0.99986208  =   0.99986473
 DD3058
 DD3058|---------------------------------------------------------------------|
 DD3058| PID    Reference Object                     Distance      Geod. Az  |
 DD3058|                                                           dddmmss.s |
 DD3058| DD3059 022 022 RM 2                        112.873 METERS 22424     |
 DD3058| DD3705 022 022 RM 1                          9.497 METERS 34348     |
 DD3058|---------------------------------------------------------------------|
 DD3058
 DD3058                          SUPERSEDED SURVEY CONTROL
 DD3058
 DD3058  NAD 83(1986)-  33 28 32.92390(N)    079 25 51.05119(W) AD(       ) 2
 DD3058  NAD 27      -  33 28 32.32073(N)    079 25 51.84041(W) AD(       ) 2
 DD3058  NGVD 29 (07/19/86)   17.4    (m)           57.     (f) VERT ANG       
 DD3058
 DD3058.Superseded values are not recommended for survey control.
 DD3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3058.See file dsdata.txt to determine how the superseded data were derived.
 DD3058
 DD3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4579905139(NAD 83)
 DD3058_MARKER: DD = SURVEY DISK
 DD3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3058_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3058
 DD3058  HISTORY     - Date     Condition        Report By
 DD3058  HISTORY     - 1981     MONUMENTED       SCGS
 DD3058
 DD3058                          STATION DESCRIPTION
 DD3058
 DD3058'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3058'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF GEORGETOWN, 3
 DD3058'MILES WEST OF OUTLAND AND ALONG THE EAST SIDE OF A SAND ROAD.
 DD3058'
 DD3058'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 521 AND 17
 DD3058'ALTERNATE, AT THE NORTH EDGE OF THE SAMPIT COMMUNITY, GO
 DD3058'NORTHEASTERLY ON HIGHWAY 521 FOR 1.1 MILE TO AN ANGLED CROSSROAD,
 DD3058'BEAR RIGHT AND GO NORTHERLY ON ROAD S-22-613 FOR 3.0 MILES TO END OF
 DD3058'PAVEMENT AT THE SAMPIT LUMBER COMPANY ON THE LEFT.  CONTINUE NORTH ON
 DD3058'SAND ROAD FOR 1.1 MILE TO A CROSSROAD.  CONTINUE AHEAD FOR 1.60 MILE
 DD3058'TO AN ANGLED CROSSROAD.  KEEP RIGHT AND GO NORTHEAST FOR 1.0 MILE TO
 DD3058'THE STATION ON THE RIGHT AS DESCRIBED.
 DD3058'
 DD3058'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3058'---022 022 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5
 DD3058'CM IN DIAMETER PROJECTING 15. CM ABOVE THE GROUND LOCATED 22.9 METERS
 DD3058'E FROM THE POWER LINE POLE, 26.8 METERS E FROM THE INTERSECTION OF
 DD3058'SAND ROADS, 18.7 METERS SE FROM THE CENTER OF SAND ROAD,  9.9 METERS
 DD3058'S FROM A METAL WITNESS POST, AND 14.9 METERS SE FROM THE THE OVERHEAD
 DD3058'POWER LINES.
 DD3058'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3058'DISK STAMPED---022 022 1981---SET INTO AN IRREGULAR MASS OF
 DD3058'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3058'
 DD3058'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3058'DISK STAMPED---022 022 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3058'CONCRETE MONUMENT 30.5 CM IN DIAMETER PROJECTING 10. CM ABOVE THE
 DD3058'GROUND LOCATED 11.3 METERS SE FROM THE CENTER OF ROAD, 25.1 METERS
 DD3058'NNE FROM THE POWER LINE POLE,  0.5 METERS NW FROM A METAL WITNESS
 DD3058'POST, 25.9 METERS E FROM AN ANGLED SAND ROAD INTERSECTION, AND IS
 DD3058'LEVEL WITH THE STATION.
 DD3058'
 DD3058'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3058'DISK STAMPED---022 022 RM 2 1981---SET INTO THE TOP OF A ROUND
 DD3058'CONCRETE MONUMENT 30.5 CM IN DIAMETER PROJECTING ABOVE THE GROUND
 DD3058'LOCATED  5.94 METERS NW FROM THE CENTER OF ROAD AND  2.5 METERS NW
 DD3058'FROM THE THE NORTH WEST EDGE OF ROAD.
 DD3058'
 DD3058'TO REACH THE AZIMUTH MARK (RM 2) FROM STATION, GO SOUTHWEST ON SAND
 DD3058'ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3059 ***********************************************************************
 DD3059  DESIGNATION -  022 022 RM 2
 DD3059  PID         -  DD3059
 DD3059  STATE/COUNTY-  SC/GEORGETOWN
 DD3059  USGS QUAD   -  OLIN (1973)
 DD3059
 DD3059                         *CURRENT SURVEY CONTROL
 DD3059  ___________________________________________________________________
 DD3059* NAD 83(2001)-  33 28 30.29649(N)    079 25 54.10632(W)     ADJUSTED  
 DD3059* NAVD 88     -        16.9    (meters)      55.     (feet)  VERTCON   
 DD3059  ___________________________________________________________________
 DD3059  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 DD3059  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DD3059
 DD3059  HORZ ORDER  -  SECOND
 DD3059
 DD3059.The horizontal coordinates were established by classical geodetic methods
 DD3059.and adjusted by the National Geodetic Survey in March 2004..
 DD3059
 DD3059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3059
 DD3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3059
 DD3059.The geoid height was determined by GEOID03.
 DD3059
 DD3059;                    North         East     Units Scale Factor Converg.
 DD3059;SPC SC       -   183,169.964   755,337.678   MT  0.99979937   +0 52 10.1
 DD3059;SPC SC       -   600,951.33  2,478,141.99   iFT  0.99979937   +0 52 10.1
 DD3059;UTM  17      - 3,705,056.828   645,721.391   MT  0.99986180   +0 51 54.7
 DD3059
 DD3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3059!SPC SC       -   1.00000268  x   0.99979937  =   0.99980205
 DD3059!UTM  17      -   1.00000268  x   0.99986180  =   0.99986448
 DD3059
 DD3059                          SUPERSEDED SURVEY CONTROL
 DD3059
 DD3059  NAD 83(1986)-  33 28 30.30655(N)    079 25 54.11016(W) AD(       ) 2
 DD3059  NAD 27      -  33 28 29.70343(N)    079 25 54.89943(W) AD(       ) 2
 DD3059  NGVD 29 (07/19/86)   17.2    (m)           56.     (f) VERT ANG       
 DD3059
 DD3059.Superseded values are not recommended for survey control.
 DD3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3059.See file dsdata.txt to determine how the superseded data were derived.
 DD3059
 DD3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4572105057(NAD 83)
 DD3059_MARKER: DD = SURVEY DISK
 DD3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3059_SP_SET: CONCRETE POST
 DD3059_STAMPING: 022 022 RM 2 1981
 DD3059_MARK LOGO: SCGS  
 DD3059_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3059+STABILITY: SURFACE MOTION
 DD3059
 DD3059  HISTORY     - Date     Condition        Report By
 DD3059  HISTORY     - 1981     MONUMENTED       SCGS
 DD3059  HISTORY     - 19930920 GOOD             SCGS
 DD3059  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD3059
 DD3059                          STATION DESCRIPTION
 DD3059
 DD3059'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3059'STATION IS LOCATED 7.8 MILES (12.6 KM) EAST NORTHEAST OF ANDREWS, 11.5
 DD3059'MILES (18.5 KM) NORTHWEST OF GEORGETOWN. OWNERSHIP--SCDOT, DIRECTOR
 DD3059'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3059'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3059'17 ALTERNATE AND 521 IN THE SAMPIT COMMUNITY, 9.5 MILES (15.3 KM)
 DD3059'WEST OF GEORGETOWN, GO NORTHEAST ON HIGHWAY 521 FOR 1.1 MILES
 DD3059'(1.8 KM) TO THE JUNCTION OF STATE ROAD 613, BEAR RIGHT ON ROAD 613
 DD3059'FOR 3.0 MILES (4.8 KM) TO THE END OF THE PAVEMENT AT THE SAMPIT
 DD3059'LUMBER COMPANY ON THE LEFT, CONTINUE AHEAD ON A SAND ROAD FOR 1.1
 DD3059'MILES (1.8 KM) TO A CROSSROAD, CONTINUE AHEAD FOR 1.6 MILES (2.6 KM)
 DD3059'TO AN ANGLED CROSSROAD, BEAR RIGHT FOR 0.95 MILE (1.53 KM) TO THE
 DD3059'STATION ON THE LEFT. STATION IS A CONCRETE POST PROJECTING 0.3 FOOT,
 DD3059'5.94 METERS (19.49 FT) NORTHWEST OF THE CENTER OF THE ROAD, 2.5
 DD3059'METERS (8.2 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE ROAD.
 DD3059
 DD3059                          STATION RECOVERY (2006)
 DD3059
 DD3059'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD3059'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3059'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3059'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3056 ***********************************************************************
 DD3056  DESIGNATION -  022 023
 DD3056  PID         -  DD3056
 DD3056  STATE/COUNTY-  SC/GEORGETOWN
 DD3056  USGS QUAD   -  OLIN (1973)
 DD3056
 DD3056                         *CURRENT SURVEY CONTROL
 DD3056  ___________________________________________________________________
 DD3056* NAD 83(2001)-  33 25 52.09799(N)    079 24 05.31613(W)     ADJUSTED  
 DD3056* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 DD3056  ___________________________________________________________________
 DD3056  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 DD3056  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD3056
 DD3056  HORZ ORDER  -  SECOND
 DD3056
 DD3056.The horizontal coordinates were established by classical geodetic methods
 DD3056.and adjusted by the National Geodetic Survey in March 2004..
 DD3056
 DD3056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3056
 DD3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3056
 DD3056.The geoid height was determined by GEOID03.
 DD3056
 DD3056;                    North         East     Units Scale Factor Converg.
 DD3056;SPC SC       -   178,340.599   758,221.031   MT  0.99980225   +0 53 10.4
 DD3056;SPC SC       -   585,106.95  2,487,601.81   iFT  0.99980225   +0 53 10.4
 DD3056;UTM  17      - 3,700,226.900   648,604.529   MT  0.99987226   +0 52 51.0
 DD3056
 DD3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3056!SPC SC       -   1.00000439  x   0.99980225  =   0.99980663
 DD3056!UTM  17      -   1.00000439  x   0.99987226  =   0.99987665
 DD3056
 DD3056|---------------------------------------------------------------------|
 DD3056| PID    Reference Object                     Distance      Geod. Az  |
 DD3056|                                                           dddmmss.s |
 DD3056| DD3706 022 023 RM 1                         12.385 METERS 13605     |
 DD3056| DD3057 022 023 AZ MK                       APPROX. 0.5 KM 2062940.2 |
 DD3056|---------------------------------------------------------------------|
 DD3056
 DD3056                          SUPERSEDED SURVEY CONTROL
 DD3056
 DD3056  NAD 83(1986)-  33 25 52.10846(N)    079 24 05.31988(W) AD(       ) 2
 DD3056  NAD 27      -  33 25 51.50439(N)    079 24 06.11258(W) AD(       ) 2
 DD3056  NGVD 29 (07/19/86)    6.5    (m)           21.     (f) VERT ANG       
 DD3056
 DD3056.Superseded values are not recommended for survey control.
 DD3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3056.See file dsdata.txt to determine how the superseded data were derived.
 DD3056
 DD3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4860500227(NAD 83)
 DD3056_MARKER: DD = SURVEY DISK
 DD3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3056
 DD3056  HISTORY     - Date     Condition        Report By
 DD3056  HISTORY     - 1981     MONUMENTED       SCGS
 DD3056  HISTORY     - 19940613 MARK NOT FOUND   USPSQD
 DD3056  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD3056
 DD3056                          STATION DESCRIPTION
 DD3056
 DD3056'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3056'THE STATION IS LOCATED ABOUT 7 MILES WEST OF GEORGETOWN, ABOUT 4
 DD3056'MILES SOUTHWEST OF OUTLAND, AND ABOUT 0.1 MILE SOUTH OF COUNTY ROAD
 DD3056'022 020.
 DD3056'
 DD3056'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 521 AND 17
 DD3056'ALTERNATE AT THE NORTH EDGE OF THE SAMPIT COMMUNITY, GO NORTHWESTERLY
 DD3056'ON HIGHWAY 521 FOR 1.1 MILE TO AN ANGLED CROSSROAD, BEAR RIGHT AND GO
 DD3056'NORTHERLY ON ROAD S-22-613 FOR 3.0 MILES TO END OF PAVEMENT AT THE
 DD3056'SAMPIT LUMBER COMPANY ON THE LEFT.  CONTINUE NORTH ON SAND ROAD FOR
 DD3056'1.1 MILE TO A CROSSROAD.  TURN RIGHT AND GO EASTERLY ON SAND ROAD FOR
 DD3056'2.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.10 MILE TO THE
 DD3056'STATION ON THE RIGHT.
 DD3056'
 DD3056'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3056'---022 023 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3056'CM IN DIAMETER PROJECTING 5 INCHES ABOVE THE GROUND LOCATED 18.0
 DD3056'METERS W FROM THE THE CENTER OF A SAND ROAD, 15.1 METERS W FROM THE
 DD3056'THE WEST EDGE OF THE ROAD, 12.3 METERS WNW FROM A METAL WITNESS POST,
 DD3056'AND  0.8 METERS NNE FROM A METAL WITNESS POST.
 DD3056'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3056'DISK STAMPED---022 023 1981---SET INTO AN IRREGULAR MASS OF
 DD3056'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3056'
 DD3056'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3056'DISK STAMPED---022 023 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3056'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 4 INCHES ABOVE THE
 DD3056'GROUND LOCATED  5.6 METERS W FROM THE THE CENTER OF SAND ROAD, 12.2
 DD3056'METERS ESE FROM A METAL WITNESS POST,  2.7 METERS W FROM THE WEST
 DD3056'EDGE OF THE ROAD,  0.3 METERS N FROM A METAL WITNESS POST, AND IS
 DD3056'LEVEL WITH THE STATION.
 DD3056'
 DD3056'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3056'STAMPED---022 023 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3056'MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND
 DD3056'LOCATED  6.5 METERS W FROM THE THE CENTER OF THE SAND ROAD,  3.8
 DD3056'METERS W FROM THE THE WEST EDGE OF THE ROAD, AND  0.9 METERS W FROM A
 DD3056'METAL WITNESS POST.
 DD3056'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE SAND ROAD
 DD3056'FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 DD3056
 DD3056                          STATION RECOVERY (1994)
 DD3056
 DD3056'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD3056'MARK NOT FOUND.
 DD3056
 DD3056                          STATION RECOVERY (2006)
 DD3056
 DD3056'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD3056'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3056'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3056'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3057 ***********************************************************************
 DD3057  DESIGNATION -  022 023 AZ MK
 DD3057  PID         -  DD3057
 DD3057  STATE/COUNTY-  SC/GEORGETOWN
 DD3057  USGS QUAD   -  OLIN (1973)
 DD3057
 DD3057                         *CURRENT SURVEY CONTROL
 DD3057  ___________________________________________________________________
 DD3057* NAD 83(2001)-  33 25 36.32086(N)    079 24 14.69498(W)     ADJUSTED  
 DD3057* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 DD3057  ___________________________________________________________________
 DD3057  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 DD3057  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD3057
 DD3057  HORZ ORDER  -  SECOND
 DD3057
 DD3057.The horizontal coordinates were established by classical geodetic methods
 DD3057.and adjusted by the National Geodetic Survey in March 2004..
 DD3057
 DD3057.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3057
 DD3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3057
 DD3057.The geoid height was determined by GEOID03.
 DD3057
 DD3057;                    North         East     Units Scale Factor Converg.
 DD3057;SPC SC       -   177,850.933   757,986.336   MT  0.99980257   +0 53 05.2
 DD3057;SPC SC       -   583,500.44  2,486,831.81   iFT  0.99980257   +0 53 05.2
 DD3057;UTM  17      - 3,699,737.223   648,369.771   MT  0.99987140   +0 52 45.5
 DD3057
 DD3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3057!SPC SC       -   1.00000456  x   0.99980257  =   0.99980713
 DD3057!UTM  17      -   1.00000456  x   0.99987140  =   0.99987596
 DD3057
 DD3057                          SUPERSEDED SURVEY CONTROL
 DD3057
 DD3057  NAD 83(1986)-  33 25 36.33133(N)    079 24 14.69868(W) AD(       ) 2
 DD3057  NAD 27      -  33 25 35.72719(N)    079 24 15.49190(W) AD(       ) 2
 DD3057  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 DD3057
 DD3057.Superseded values are not recommended for survey control.
 DD3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3057.See file dsdata.txt to determine how the superseded data were derived.
 DD3057
 DD3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4837099737(NAD 83)
 DD3057_MARKER: DD = SURVEY DISK
 DD3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3057_SP_SET: CONCRETE POST
 DD3057_STAMPING: 022 023 AZ MK 1981
 DD3057_MARK LOGO: SCGS  
 DD3057_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3057+STABILITY: SURFACE MOTION
 DD3057
 DD3057  HISTORY     - Date     Condition        Report By
 DD3057  HISTORY     - 1981     MONUMENTED       SCGS
 DD3057  HISTORY     - 19930920 GOOD             SCGS
 DD3057  HISTORY     - 19940613 GOOD             USPSQD
 DD3057  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD3057
 DD3057                          STATION DESCRIPTION
 DD3057
 DD3057'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3057'STATION IS LOCATED 7.0 MILES (11.3 KM) WEST OF GEORGETOWN.
 DD3057'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3057'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3057'JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE AND 521 IN THE SAMPIT
 DD3057'COMMUNITY, 9.5 MILES (15.3 KM) WEST OF GEORGETOWN, GO NORTHEAST ON
 DD3057'HIGHWAY 521 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 613,
 DD3057'BEAR RIGHT ON ROAD 613 FOR 3.0 MILES (4.8 KM) TO THE END OF THE
 DD3057'PAVEMENT AT THE SAMPIT LUMBER COMPANY ON THE LEFT, CONTINUE AHEAD ON
 DD3057'A SAND ROAD FOR 1.1 MILES (1.8 KM) TO A CROSSROAD, TURN RIGHT ON THE
 DD3057'SAND ROAD FOR 2.6 MILES (4.2 KM) TO A SIDE ROAD RIGHT, TURN RIGHT ON
 DD3057'THE SAND ROAD FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT.
 DD3057'STATION IS A CONCRETE POST PROJECTING 0.3 FOOT, 6.5 METERS (21.3 FT)
 DD3057'WEST OF THE CENTER OF THE ROAD, 0.9 METER (3.0 FT) WEST OF A WITNESS
 DD3057'POST.
 DD3057
 DD3057                          STATION RECOVERY (1994)
 DD3057
 DD3057'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD3057'RECOVERED IN GOOD CONDITION.
 DD3057
 DD3057                          STATION RECOVERY (2006)
 DD3057
 DD3057'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD3057'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3057'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3057'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2906 ***********************************************************************
 DD2906  DESIGNATION -  022 024
 DD2906  PID         -  DD2906
 DD2906  STATE/COUNTY-  SC/GEORGETOWN
 DD2906  USGS QUAD   -  SANTEE POINT (1973)
 DD2906
 DD2906                         *CURRENT SURVEY CONTROL
 DD2906  ___________________________________________________________________
 DD2906* NAD 83(2001)-  33 13 46.38517(N)    079 12 55.65568(W)     ADJUSTED  
 DD2906* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 DD2906  ___________________________________________________________________
 DD2906  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DD2906  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DD2906
 DD2906  HORZ ORDER  -  SECOND
 DD2906
 DD2906.The horizontal coordinates were established by classical geodetic methods
 DD2906.and adjusted by the National Geodetic Survey in March 2004..
 DD2906
 DD2906.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2906
 DD2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2906
 DD2906.The geoid height was determined by GEOID03.
 DD2906
 DD2906;                    North         East     Units Scale Factor Converg.
 DD2906;SPC SC       -   156,273.140   775,900.092   MT  0.99982292   +0 59 21.7
 DD2906;SPC SC       -   512,707.15  2,545,603.98   iFT  0.99982292   +0 59 21.7
 DD2906;UTM  17      - 3,678,154.828   666,282.100   MT  0.99994091   +0 58 41.3
 DD2906
 DD2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2906!SPC SC       -   1.00000514  x   0.99982292  =   0.99982806
 DD2906!UTM  17      -   1.00000514  x   0.99994091  =   0.99994605
 DD2906
 DD2906|---------------------------------------------------------------------|
 DD2906| PID    Reference Object                     Distance      Geod. Az  |
 DD2906|                                                           dddmmss.s |
 DD2906| DD3707 022 024 RM 1                         15.880 METERS 07030     |
 DD2906| DD2905 022 024 AZ MK                       APPROX. 1.0 KM 0950123.0 |
 DD2906|---------------------------------------------------------------------|
 DD2906
 DD2906                          SUPERSEDED SURVEY CONTROL
 DD2906
 DD2906  NAD 83(1986)-  33 13 46.39577(N)    079 12 55.66000(W) AD(       ) 2
 DD2906  NAD 27      -  33 13 45.79657(N)    079 12 56.48500(W) AD(       ) 2
 DD2906  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 DD2906
 DD2906.Superseded values are not recommended for survey control.
 DD2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2906.See file dsdata.txt to determine how the superseded data were derived.
 DD2906
 DD2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS6628278155(NAD 83)
 DD2906_MARKER: DD = SURVEY DISK
 DD2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2906
 DD2906  HISTORY     - Date     Condition        Report By
 DD2906  HISTORY     - 1982     MONUMENTED       SCGS
 DD2906
 DD2906                          STATION DESCRIPTION
 DD2906
 DD2906'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2906'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) SOUTH OF GEORGETOWN,
 DD2906'ABOUT 13.7 KM (8.5 MI) SOUTHEAST OF U.S. HIGHWAY 17, ABOUT 1.2 KM
 DD2906'(0.75 MI) SOUTHWEST OF WINYAH BAY STATION IS ON STATE GAME REFUGE.
 DD2906'
 DD2906'TO REACH THE STATION FROM THE CENTER OF THE SAMPIT RIVER BRIDGE ON
 DD2906'U.S. HIGHWAY 17 AT THE SOUTH EDGE OF GEORGETOWN, GO SOUTH ON U.S.
 DD2906'HIGHWAY 17 FOR 0.8 KM (0.55 MI) TO FORK, KEEP LEFT, GO SOUTH ON
 DD2906'HIGHWAY S-22-18, FOLLOWING BELL ISLE SIGN, FOR 6.1 KM (3.8 MI) TO END
 DD2906'OF ROAD AT THE SOUTH ISLAND FERRY.  CROSS ON FERRY AND GO EAST ON A
 DD2906'SANDY ROAD FOR 0.7 KM (0.45 MI) TO CROSSROAD.  CONTINUE EAST AND
 DD2906'SOUTHERLY FOR 3.0 KM (1.9 MI) TO A WOODS RIGHT AND TRIANGULATION
 DD2906'STATION ON LEFT.  CONTINUE AHEAD ON A SANDY ROAD FOR 2.6 KM (1.65 MI)
 DD2906'TO THE STATION LEFT.
 DD2906'
 DD2906'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2906'---022 024 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD2906'INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE, LOCATED 21.6
 DD2906'METERS NE FROM A POWER LINE POLE, 15.8 METERS WSW FROM A
 DD2906'METAL WITNESS POST NEAR REFERENCE MARK NO 1, 11.3 METERS N FROM
 DD2906'THE APPROXIMATE CENTER OF A DIRT ROAD, AND  1.2 METERS SE FROM A
 DD2906'METAL WITNESS POST NEAR THE STATION.
 DD2906'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2906'DISK STAMPED---022 024 1981---SET INTO AN IRREGULAR MASS OF
 DD2906'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD2906'
 DD2906'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2906'DISK STAMPED---RM 1 022 024 1981---SET INTO THE TOP OF A ROUND
 DD2906'CONCRETE MONUMENT 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 DD2906'IT IS LOCATED 16.0 METERS ENE FROM THE METAL WITNESS POST
 DD2906'NEAR STATION, 17.5 METERS N FROM THE APPROXIMATE CENTER OF DIRT
 DD2906'ROAD,  0.4 METERS SE FROM THE  METAL WITNESS POST NEAR THE
 DD2906'REFERENCE MARK, AND IS LEVEL WITH THE STATION.
 DD2906'
 DD2906'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2906'STAMPED---AZ MK 022 024 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2906'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 16.6
 DD2906'METERS NW FROM TOM YAWKEY MONUMENT,  9.4 METERS W FROM A
 DD2906'DIRT ROAD,  1.6 METERS NE FROM A METAL WITNESS POST, AND  1.4
 DD2906'METERS NE FROM A POWER LINE POLE.
 DD2906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT ROAD FOR
 DD2906'1.0 KM (0.6 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2905 ***********************************************************************
 DD2905  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2905  DESIGNATION -  022 024 AZ MK
 DD2905  PID         -  DD2905
 DD2905  STATE/COUNTY-  SC/GEORGETOWN
 DD2905  USGS QUAD   -  SANTEE POINT (1973)
 DD2905
 DD2905                         *CURRENT SURVEY CONTROL
 DD2905  ___________________________________________________________________
 DD2905* NAD 83(2001)-  33 13 43.59383(N)    079 12 17.88969(W)     ADJUSTED  
 DD2905* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 DD2905  ___________________________________________________________________
 DD2905  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 DD2905  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DD2905
 DD2905  HORZ ORDER  -  SECOND
 DD2905
 DD2905.The horizontal coordinates were established by classical geodetic methods
 DD2905.and adjusted by the National Geodetic Survey in March 2004..
 DD2905
 DD2905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2905
 DD2905.This Tidal Bench Mark is designated as VM 594
 DD2905.by the Center for Operational Oceanographic Products and Services.
 DD2905
 DD2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2905
 DD2905.The geoid height was determined by GEOID03.
 DD2905
 DD2905;                    North         East     Units Scale Factor Converg.
 DD2905;SPC SC       -   156,204.103   776,879.095   MT  0.99982303   +0 59 42.6
 DD2905;SPC SC       -   512,480.65  2,548,815.93   iFT  0.99982303   +0 59 42.6
 DD2905;UTM  17      - 3,678,085.591   667,261.206   MT  0.99994494   +0 59 02.0
 DD2905
 DD2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2905!SPC SC       -   1.00000520  x   0.99982303  =   0.99982823
 DD2905!UTM  17      -   1.00000520  x   0.99994494  =   0.99995014
 DD2905
 DD2905                          SUPERSEDED SURVEY CONTROL
 DD2905
 DD2905  NAD 83(1986)-  33 13 43.60439(N)    079 12 17.89402(W) AD(       ) 2
 DD2905  NAD 27      -  33 13 43.00531(N)    079 12 18.72010(W) AD(       ) 2
 DD2905  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 DD2905
 DD2905.Superseded values are not recommended for survey control.
 DD2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2905.See file dsdata.txt to determine how the superseded data were derived.
 DD2905
 DD2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS6726178086(NAD 83)
 DD2905_MARKER: DD = SURVEY DISK
 DD2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2905_SP_SET: CONCRETE POST
 DD2905_STAMPING: AZ MK 022 024 1981
 DD2905_MARK LOGO: SCGS  
 DD2905_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2905+STABILITY: SURFACE MOTION
 DD2905
 DD2905  HISTORY     - Date     Condition        Report By
 DD2905  HISTORY     - 1981     MONUMENTED       SCGS
 DD2905  HISTORY     - 19930920 GOOD             SCGS
 DD2905
 DD2905                          STATION DESCRIPTION
 DD2905
 DD2905'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2905'STATION IS LOCATED 11.0 MILES (17.7 KM) SOUTHEAST OF GEORGETOWN.
 DD2905'OWNERSHIP--SOUTH CAROLINA WILDLIFE AND RESOURCES DEPARTMENT. TO REACH
 DD2905'THE STATION FROM THE CENTER OF THE U.S. HIGHWAYS 17 AND 701 BRIDGE
 DD2905'OVER THE SAMPIT RIVER AT THE SOUTH EDGE OF GEORGETOWN, GO SOUTH ON
 DD2905'HIGHWAYS 17 AND 701 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE
 DD2905'ROAD 18, BEAR LEFT ON ROAD 18 FOR 3.8 MILES (6.1 KM) TO THE
 DD2905'INTRA-COASTAL WATERWAY AND FERRY, CROSS FERRY TO CAT ISLAND AND
 DD2905'PROCEED EAST ON A SAND ROAD FOR 0.45 MILE (0.72 KM) TO A CROSSROAD,
 DD2905'CONTINUE AHEAD ON THE SAND ROAD FOR 1.9 MILES (3.1 KM) TO A WOODS
 DD2905'ROAD RIGHT, CONTINUE AHEAD ON THE SAND ROAD FOR 2.25 MILES (3.62 KM)
 DD2905'TO THE STATION NEAR A POWER POLE AT THE TOM YAWKEY MONUMENT. STATION
 DD2905'IS A CONCRETE POST FLUSH WITH THE GROUND, 16.6 METERS (54.5 FT)
 DD2905'NORTHWEST OF THE MONUMENT, 9.4 METERS (30.8 FT) WEST OF THE CENTER OF
 DD2905'THE SAND ROAD, 1.6 METERS (5.2 FT) NORTHEAST OF A WITNESS POST, 1.4
 DD2905'METERS (4.6 FT) NORTHEAST OF THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2047 ***********************************************************************
 DD2047  DESIGNATION -  022 025
 DD2047  PID         -  DD2047
 DD2047  STATE/COUNTY-  SC/GEORGETOWN
 DD2047  USGS QUAD   -  CEDAR CREEK (1973)
 DD2047
 DD2047                         *CURRENT SURVEY CONTROL
 DD2047  ___________________________________________________________________
 DD2047* NAD 83(2001)-  33 21 24.00026(N)    079 34 09.62038(W)     ADJUSTED  
 DD2047* NAVD 88     -         9.688  (meters)      31.78   (feet)  ADJUSTED  
 DD2047  ___________________________________________________________________
 DD2047  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 DD2047  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD2047  DYNAMIC HT  -           9.678 (meters)      31.75  (feet)  COMP
 DD2047  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DD2047
 DD2047  HORZ ORDER  -  SECOND
 DD2047  VERT ORDER  -  FIRST     CLASS II
 DD2047
 DD2047.The horizontal coordinates were established by classical geodetic methods
 DD2047.and adjusted by the National Geodetic Survey in March 2004..
 DD2047
 DD2047.The orthometric height was determined by differential leveling
 DD2047.and adjusted by the National Geodetic Survey in June 1991..
 DD2047
 DD2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2047
 DD2047.The geoid height was determined by GEOID03.
 DD2047
 DD2047.The dynamic height is computed by dividing the NAVD 88
 DD2047.geopotential number by the normal gravity value computed on the
 DD2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2047.degrees latitude (g = 980.6199 gals.).
 DD2047
 DD2047.The modeled gravity was interpolated from observed gravity values.
 DD2047
 DD2047;                    North         East     Units Scale Factor Converg.
 DD2047;SPC SC       -   169,854.520   742,729.581   MT  0.99980846   +0 47 35.4
 DD2047;SPC SC       -   557,265.49  2,436,776.84   iFT  0.99980846   +0 47 35.4
 DD2047;UTM  17      - 3,691,742.085   633,111.588   MT  0.99981845   +0 47 12.3
 DD2047
 DD2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2047!SPC SC       -   1.00000377  x   0.99980846  =   0.99981223
 DD2047!UTM  17      -   1.00000377  x   0.99981845  =   0.99982222
 DD2047
 DD2047|---------------------------------------------------------------------|
 DD2047| PID    Reference Object                     Distance      Geod. Az  |
 DD2047|                                                           dddmmss.s |
 DD2047| DD2046 022 025 RM 2                        169.033 METERS 18309     |
 DD2047| DD2048 022 025 RM 1                         13.617 METERS 28915     |
 DD2047|---------------------------------------------------------------------|
 DD2047
 DD2047                          SUPERSEDED SURVEY CONTROL
 DD2047
 DD2047  NAD 83(1986)-  33 21 24.01092(N)    079 34 09.62446(W) AD(       ) 2
 DD2047  NAD 27      -  33 21 23.41099(N)    079 34 10.38720(W) AD(       ) 2
 DD2047  NGVD 29 (03/21/89)    9.991  (m)           32.78   (f) ADJUSTED    1 2
 DD2047
 DD2047.Superseded values are not recommended for survey control.
 DD2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2047.See file dsdata.txt to determine how the superseded data were derived.
 DD2047
 DD2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3311291742(NAD 83)
 DD2047_MARKER: DD = SURVEY DISK
 DD2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2047_SP_SET: CONCRETE POST
 DD2047_STAMPING: HORZ 022 025 1981
 DD2047_MARK LOGO: SCGS  
 DD2047_PROJECTION: FLUSH
 DD2047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2047+STABILITY: SURFACE MOTION
 DD2047
 DD2047  HISTORY     - Date     Condition        Report By
 DD2047  HISTORY     - 1982     MONUMENTED       SCGS
 DD2047  HISTORY     - 1987     GOOD             SCGS
 DD2047  HISTORY     - 19940612 GOOD             USPSQD
 DD2047
 DD2047                          STATION DESCRIPTION
 DD2047
 DD2047'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2047'THE STATION IS LOCATED ABOUT 10.4 KM (6.0 MI) SOUTH OF ANDREWS, ABOUT
 DD2047'25.8 KM (16.0 MI) SOUTH OF GEORGETOWN, ABOUT 9.6 KM (6.0 MI)
 DD2047'NORTHEAST OF THE SANTEE RIVER, IS ON THE RIGHT-OF-WAY OF COUNTY ROAD
 DD2047'296.  FOR INFORMATION CONTACT--  GEORGE WEATHERS, PRECONSTRUCTION
 DD2047'ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DD2047'
 DD2047'TO REACH THE STATION FROM THE SAMPIT METHODIST CHURCH IN SAMPIT, GO
 DD2047'SOUTHEASTERLY ON HIGHWAY 17A FOR 6.4 KM (4.0 MI) TO A FORK WITH
 DD2047'S-22-545 AND CONTINUE ON 17A FOR 1.3 KM (1.8 MI) TO A SIDE ROAD
 DD2047'RIGHT.  TURN RIGHT ON S-22-296 AND GO FOR 2.6 KM (1.6 MI) TO THE
 DD2047'STATION ON THE RIGHT.
 DD2047'
 DD2047'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2047'---022 025 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2047'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  3.2 METERS NE FROM A
 DD2047'METAL WITNESS POST, 22.3 METERS E FROM THE THE CENTER OF COUNTY ROAD
 DD2047'S-22-296, 11.2 METERS E FROM A 10 INCH PINE TREE, AND 21.3 METERS SE
 DD2047'FROM THE THE CENTER OF A DIM FIELD ACCESS ROAD.
 DD2047'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2047'DISK STAMPED---022 025 1981---SET INTO AN IRREGULAR MASS OF
 DD2047'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD2047'
 DD2047'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2047'DISK STAMPED---RM 1 022 025 1981---SET INTO THE TOP OF A ROUND
 DD2047'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2047'16.6 METERS W FROM A METAL WITNESS POST, 10.1 METERS E FROM THE THE
 DD2047'CENTER OF COUNTY ROAD S-22-296,  3.8 METERS NW FROM A 10 INCH PINE
 DD2047'TREE,  9.1 METERS S FROM THE THE CENTER OF A DIM FIELD ACCESS ROAD,
 DD2047'AND IS LEVEL WITH THE STATION.
 DD2047'
 DD2047'REFERENCE MARK NO.  IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2047'STAMPED---RM 2 022 025 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2047'MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND
 DD2047'LOCATED 19.4 METERS SE FROM THE THE WEST GATE POST OF A FIELD ROAD
 DD2047'GATE, 12.7 METERS W FROM THE THE CENTER OF COUNT  ROAD S-22-296,  7.9
 DD2047'METERS SE FROM THE THE EAST END OF A 14 INCH CONCRETE CULVERT,  2.1
 DD2047'METERS NE FROM A METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD2047
 DD2047                          STATION RECOVERY (1987)
 DD2047
 DD2047'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2047'10.5 KM (6.5 MI) SOUTH FROM ANDREWS.
 DD2047'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2047'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2047'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2047'11.2 KM (6.95 MI) SOUTHWESTERLY AND WESTERLY ALONG HIGHWAY 17
 DD2047'ALTERNATE, THENCE 2.5 KM (1.55 MI) NORTHWESTERLY ALONG STATE ROAD
 DD2047'296, SET NEAR A BLAZED 12-INCH PINE TREE IN A PINE FOREST AT THE
 DD2047'BEGINNING OF A RIGHT HAND CURVE IN THE ROAD, 22.3 METERS (73.2 FT)
 DD2047'EAST OF THE CENTER OF THE THE ROAD, 4.21 METERS (13.8 FT) NORTHWEST
 DD2047'OF THE TREE, 11.19 METERS (36.7 FT) EAST-SOUTHEAST OF A 15-INCH
 DD2047'BLAZED PINE TREE NEAR THE ROAD, 13.62 (44.7 FT) EAST-SOUTHEAST OF
 DD2047'SURVEY MARK 022 025 RM 1 SCGS.
 DD2047'THE MARK IS 0.35 METERS  W FROM  A WITNESS POST
 DD2047
 DD2047                          STATION RECOVERY (1994)
 DD2047
 DD2047'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2048 ***********************************************************************
 DD2048  DESIGNATION -  022 025 RM 1
 DD2048  PID         -  DD2048
 DD2048  STATE/COUNTY-  SC/GEORGETOWN
 DD2048  USGS QUAD   -  CEDAR CREEK (1973)
 DD2048
 DD2048                         *CURRENT SURVEY CONTROL
 DD2048  ___________________________________________________________________
 DD2048* NAD 83(1986)-  33 21 24.     (N)    079 34 09.     (W)     SCALED    
 DD2048* NAVD 88     -         9.800  (meters)      32.15   (feet)  ADJUSTED  
 DD2048  ___________________________________________________________________
 DD2048  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD2048  DYNAMIC HT  -           9.789 (meters)      32.12  (feet)  COMP
 DD2048  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DD2048
 DD2048  VERT ORDER  -  FIRST     CLASS II
 DD2048
 DD2048.The horizontal coordinates were scaled from a topographic map and have
 DD2048.an estimated accuracy of +/- 6 seconds.
 DD2048
 DD2048.The orthometric height was determined by differential leveling
 DD2048.and adjusted by the National Geodetic Survey in June 1991..
 DD2048
 DD2048.The geoid height was determined by GEOID03.
 DD2048
 DD2048.The dynamic height is computed by dividing the NAVD 88
 DD2048.geopotential number by the normal gravity value computed on the
 DD2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2048.degrees latitude (g = 980.6199 gals.).
 DD2048
 DD2048.The modeled gravity was interpolated from observed gravity values.
 DD2048
 DD2048;                    North         East    Units  Estimated Accuracy
 DD2048;SPC SC       -   169,860.      742,750.      MT  (+/- 180 meters Scaled)
 DD2048
 DD2048                          SUPERSEDED SURVEY CONTROL
 DD2048
 DD2048  NGVD 29 (03/21/89)   10.102  (m)           33.14   (f) ADJUSTED    1 2
 DD2048
 DD2048.Superseded values are not recommended for survey control.
 DD2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2048.See file dsdata.txt to determine how the superseded data were derived.
 DD2048
 DD2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS331917(NAD 83)
 DD2048_MARKER: DD = SURVEY DISK
 DD2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2048_SP_SET: CONCRETE POST
 DD2048_STAMPING: RM 1 022 025 1981
 DD2048_MARK LOGO: SCGS  
 DD2048_PROJECTION: FLUSH
 DD2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2048+STABILITY: SURFACE MOTION
 DD2048
 DD2048  HISTORY     - Date     Condition        Report By
 DD2048  HISTORY     - 1981     MONUMENTED       SCGS
 DD2048  HISTORY     - 1987     GOOD             SCGS
 DD2048  HISTORY     - 19940612 GOOD             USPSQD
 DD2048
 DD2048                          STATION DESCRIPTION
 DD2048
 DD2048'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2048'10.5 KM (6.5 MI) SOUTH FROM ANDREWS.
 DD2048'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2048'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2048'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2048'11.2 KM (6.95 MI) SOUTHWESTERLY AND WESTERLY ALONG HIGHWAY 17
 DD2048'ALTERNATE, THENCE 2.5 KM (1.55 MI) NORTHWESTERLY ALONG STATE ROAD
 DD2048'296, SET NEAR A 15-INCH BLAZED PINE TREE IN A PINE FOREST AT THE
 DD2048'BEGINNING OF A RIGHT HAND CURVE IN THE ROAD, 9.85 METERS (32.3 FT)
 DD2048'EAST OF THE CENTER OF THE ROAD, 3.96 METERS (13.0 FT) NORTH-NORTHWEST
 DD2048'OF THE TREE, 17.6 METERS (57.7 FT) WEST-NORTHWEST OF A 12-INCH BLAZED
 DD2048'PINE TREE (ABOUT 75 FEET EAST OF THE ROAD).
 DD2048'THE MARK IS 0.34 METERS  SSW FROM  A WITNESS POST
 DD2048'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2048
 DD2048                          STATION RECOVERY (1994)
 DD2048
 DD2048'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2046 ***********************************************************************
 DD2046  DESIGNATION -  022 025 RM 2
 DD2046  PID         -  DD2046
 DD2046  STATE/COUNTY-  SC/GEORGETOWN
 DD2046  USGS QUAD   -  CEDAR CREEK (1973)
 DD2046
 DD2046                         *CURRENT SURVEY CONTROL
 DD2046  ___________________________________________________________________
 DD2046* NAD 83(2001)-  33 21 18.52201(N)    079 34 09.97979(W)     ADJUSTED  
 DD2046* NAVD 88     -         9.646  (meters)      31.65   (feet)  ADJUSTED  
 DD2046  ___________________________________________________________________
 DD2046  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 DD2046  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD2046  DYNAMIC HT  -           9.636 (meters)      31.61  (feet)  COMP
 DD2046  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DD2046
 DD2046  HORZ ORDER  -  SECOND
 DD2046  VERT ORDER  -  FIRST     CLASS II
 DD2046
 DD2046.The horizontal coordinates were established by classical geodetic methods
 DD2046.and adjusted by the National Geodetic Survey in March 2004..
 DD2046
 DD2046.The orthometric height was determined by differential leveling
 DD2046.and adjusted by the National Geodetic Survey in June 1991..
 DD2046
 DD2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2046
 DD2046.The geoid height was determined by GEOID03.
 DD2046
 DD2046.The dynamic height is computed by dividing the NAVD 88
 DD2046.geopotential number by the normal gravity value computed on the
 DD2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2046.degrees latitude (g = 980.6199 gals.).
 DD2046
 DD2046.The modeled gravity was interpolated from observed gravity values.
 DD2046
 DD2046;                    North         East     Units Scale Factor Converg.
 DD2046;SPC SC       -   169,685.663   742,722.628   MT  0.99980860   +0 47 35.2
 DD2046;SPC SC       -   556,711.49  2,436,754.03   iFT  0.99980860   +0 47 35.2
 DD2046;UTM  17      - 3,691,573.227   633,104.615   MT  0.99981843   +0 47 12.0
 DD2046
 DD2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2046!SPC SC       -   1.00000378  x   0.99980860  =   0.99981237
 DD2046!UTM  17      -   1.00000378  x   0.99981843  =   0.99982220
 DD2046
 DD2046                          SUPERSEDED SURVEY CONTROL
 DD2046
 DD2046  NAD 83(1986)-  33 21 18.53267(N)    079 34 09.98383(W) AD(       ) 2
 DD2046  NAD 27      -  33 21 17.93262(N)    079 34 10.74690(W) AD(       ) 2
 DD2046  NGVD 29 (03/21/89)    9.949  (m)           32.64   (f) ADJUSTED    1 2
 DD2046
 DD2046.Superseded values are not recommended for survey control.
 DD2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2046.See file dsdata.txt to determine how the superseded data were derived.
 DD2046
 DD2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3310591573(NAD 83)
 DD2046_MARKER: DD = SURVEY DISK
 DD2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2046_SP_SET: CONCRETE POST
 DD2046_STAMPING: RM 2 022 025 1981
 DD2046_MARK LOGO: SCGS  
 DD2046_PROJECTION: PROJECTING 3 CENTIMETERS
 DD2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2046+STABILITY: SURFACE MOTION
 DD2046
 DD2046  HISTORY     - Date     Condition        Report By
 DD2046  HISTORY     - 1981     MONUMENTED       MJH
 DD2046  HISTORY     - 1987     GOOD             SCGS
 DD2046  HISTORY     - 19940612 GOOD             USPSQD
 DD2046
 DD2046                          STATION DESCRIPTION
 DD2046
 DD2046'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2046'10.6 KM (6.6 MI) SOUTH FROM ANDREWS.
 DD2046'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2046'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2046'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2046'11.2 KM (6.95 MI) SOUTHWESTERLY AND WESTERLY ALONG HIGHWAY 17
 DD2046'ALTERNATE, THENCE 2.35 KM (1.45 MI) NORTHWESTERLY ALONG STATE ROAD
 DD2046'296, SET NEAR A 17-INCH BLAZED PINE TREE IN THE SOUTHWEST ANGLE OF A
 DD2046'SAND ROAD LEADING WEST-NORTHWEST, 12.5 METERS (41.0 FT) WEST OF THE
 DD2046'CENTER OF ROAD 296, 10.3 METERS (33.8 FT) SOUTH OF THE CENTER OF THE
 DD2046'SAND ROAD, 2.76 METERS (9.1 FT) NORTH-NORTHEAST OF THE TREE, 8.23
 DD2046'METERS (27.0 FT) SOUTHWEST OF THE CENTER OF THE SOUTH END OF A
 DD2046'CONCRETE PIPE CULVERT UNDER THE SAND ROAD, 29.0 METERS (95.1 FT)
 DD2046'NORTHWEST OF TELEPHONE JUNCTION BOX NUMBER 141.
 DD2046'THE MARK IS 0.36 METERS  NNW FROM  A WITNESS POST
 DD2046'THE MARK IS 0.1 M BELOW ROAD 296.
 DD2046
 DD2046                          STATION RECOVERY (1994)
 DD2046
 DD2046'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1133 ***********************************************************************
 DD1133  DESIGNATION -  022 026
 DD1133  PID         -  DD1133
 DD1133  STATE/COUNTY-  SC/GEORGETOWN
 DD1133  USGS QUAD   -  ANDREWS (1973)
 DD1133
 DD1133                         *CURRENT SURVEY CONTROL
 DD1133  ___________________________________________________________________
 DD1133* NAD 83(2001)-  33 25 07.44794(N)    079 35 01.02828(W)     ADJUSTED  
 DD1133* NAVD 88     -         9.556  (meters)      31.35   (feet)  ADJUSTED  
 DD1133  ___________________________________________________________________
 DD1133  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 DD1133  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DD1133  DYNAMIC HT  -           9.546 (meters)      31.32  (feet)  COMP
 DD1133  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DD1133
 DD1133  HORZ ORDER  -  SECOND
 DD1133  VERT ORDER  -  FIRST     CLASS II
 DD1133
 DD1133.The horizontal coordinates were established by classical geodetic methods
 DD1133.and adjusted by the National Geodetic Survey in March 2004..
 DD1133
 DD1133.The orthometric height was determined by differential leveling
 DD1133.and adjusted by the National Geodetic Survey in June 1991..
 DD1133
 DD1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1133
 DD1133.The geoid height was determined by GEOID03.
 DD1133
 DD1133.The dynamic height is computed by dividing the NAVD 88
 DD1133.geopotential number by the normal gravity value computed on the
 DD1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1133.degrees latitude (g = 980.6199 gals.).
 DD1133
 DD1133.The modeled gravity was interpolated from observed gravity values.
 DD1133
 DD1133;                    North         East     Units Scale Factor Converg.
 DD1133;SPC SC       -   176,718.369   741,306.522   MT  0.99980317   +0 47 06.9
 DD1133;SPC SC       -   579,784.68  2,432,108.01   iFT  0.99980317   +0 47 06.9
 DD1133;UTM  17      - 3,698,606.147   631,689.199   MT  0.99981381   +0 46 48.7
 DD1133
 DD1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1133!SPC SC       -   1.00000378  x   0.99980317  =   0.99980695
 DD1133!UTM  17      -   1.00000378  x   0.99981381  =   0.99981759
 DD1133
 DD1133|---------------------------------------------------------------------|
 DD1133| PID    Reference Object                     Distance      Geod. Az  |
 DD1133|                                                           dddmmss.s |
 DD1133| DD1134 022 026 RM 1                          9.558 METERS 15510     |
 DD1133| DD1132 022 026 AZ MK                       APPROX. 0.8 KM 3475115.1 |
 DD1133|---------------------------------------------------------------------|
 DD1133
 DD1133                          SUPERSEDED SURVEY CONTROL
 DD1133
 DD1133  NAD 83(1986)-  33 25 07.45846(N)    079 35 01.03255(W) AD(       ) 2
 DD1133  NAD 27      -  33 25 06.86102(N)    079 35 01.79443(W) AD(       ) 2
 DD1133  NGVD 29 (03/21/89)    9.858  (m)           32.34   (f) ADJUSTED    1 2
 DD1133
 DD1133.Superseded values are not recommended for survey control.
 DD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1133.See file dsdata.txt to determine how the superseded data were derived.
 DD1133
 DD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3168998606(NAD 83)
 DD1133_MARKER: DD = SURVEY DISK
 DD1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1133_SP_SET: CONCRETE POST
 DD1133_STAMPING: HORZ 022 026 1981
 DD1133_MARK LOGO: SCGS  
 DD1133_PROJECTION: PROJECTING 3 CENTIMETERS
 DD1133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1133
 DD1133  HISTORY     - Date     Condition        Report By
 DD1133  HISTORY     - 1981     MONUMENTED       SCGS
 DD1133  HISTORY     - 1985     GOOD             SCGS
 DD1133  HISTORY     - 19940612 GOOD             USPSQD
 DD1133  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 DD1133  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1133
 DD1133                          STATION DESCRIPTION
 DD1133
 DD1133'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1133'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTHWEST OF ANDREWS,
 DD1133'ABOUT 10.5 KM (6.5 MI) EAST-NORTHEAST OF TRIO, ABOUT 0.8 KM (0.5 MI)
 DD1133'SOUTHEAST OF STATE HIGHWAY 41.
 DD1133'
 DD1133'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 521 AND 41
 DD1133'GO ON STATE HIGHWAY 41
 DD1133'FOR 14.9 KM (2.45 MI) TO A SIDE ROAD LEFT, TURN LEFT, PASSING THROUGH
 DD1133'GATE,ENTRANCE TO WESTVACO WOOD CHIP MILL GO SOUTHEASTERLY FOR 0.7
 DD1133'KM (0.55 MI) TO THE STATION ON THE RIGHT.
 DD1133'
 DD1133'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1133'---022 026 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1133'CM IN DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND LOCATED 12.8
 DD1133'METERS W FROM CENTER OF DIRT ROAD,  8.5 METERS W FROM EDGE OF DIRT
 DD1133'ROAD, 10.2 METERS N FROM METAL WITNESS POST AT RM 1, AND 10.5 METERS
 DD1133'N FROM POWER LINE POLE NO 75.
 DD1133'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1133'DISK STAMPED---022 026 1981---SET INTO AN IRREGULAR MASS OF
 DD1133'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD1133'
 DD1133'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1133'DISK STAMPED---RM 1 022 026 1981---SET INTO THE TOP OF A ROUND
 DD1133'CONCRETE MONUMENT 30 CM IN DIAMETER AND PROJECTING 6 INCHES.
 DD1133'LOCATED  0.6 METERS NW FROM METAL WITNESS POST,  1.0 METERS N
 DD1133'FROM POWER LINE POLE NO 75, 11.0 METERS W FROM CENTER OF DIRT ROAD,
 DD1133'6.4 METERS W FROM EDGE OF DIRT ROAD, AND IS LEVEL WITH THE STATION.
 DD1133'
 DD1133'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1133'STAMPED---022 026 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1133'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.8 METERS
 DD1133'N FROM CENTER OF HIGHWAY 41,  1.8 METERS S FROM METAL WITNESS POST,
 DD1133'33.8 METERS NE FROM CENTER OF WESTWARD SIGN, AND 10.6 METERS E FROM
 DD1133'12 INCH PINE TREE.
 DD1133'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON DIRT ROAD
 DD1133'FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF HIGHWAY 41 AND MARK ON LEFT.
 DD1133
 DD1133                          STATION RECOVERY (1985)
 DD1133
 DD1133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1133'4.3 KM (2.7 MI) SW FROM ANDREWS.
 DD1133'4.2 KILOMETERS (2.6 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 41 FROM
 DD1133'THE ANDREWS POST OFFICE, THENCE 0.8 KILOMETER (0.5 MILE)
 DD1133'SOUTH-SOUTHEAST ALONG A GRAVEL ROAD (ENTRANCE TO THE WESTVACO WOOD
 DD1133'PROCUREMENT DEPARTMENT), SET NEAR A POWER POLE ON THE RIGHT SIDE OF
 DD1133'THE ROAD IN THE SOUTHEAST CORNER OF A CLEARED AREA BEFORE A CURVE IN
 DD1133'THE ROAD, 10.55 METERS (34.61 FEET) NORTH-NORTHWEST OF THE POWER POLE,
 DD1133'13.2 METERS (43.31 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF
 DD1133'THE GRAVEL ROAD, 70.9 METERS (232.61 FEET) SOUTH-SOUTHEAST OF THE
 DD1133'APPROXIMATE CENTER OF A GRAVEL ENTRANCE ROAD TO THE CLEARED AREA,
 DD1133'9.6 METERS (31.5 FEET) NORTH-NORTHWEST OF 022 026 RM 1 SCGS.
 DD1133'THE MARK IS 10.2 METERS  NNW FROM A WITNESS POST.
 DD1133'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 DD1133
 DD1133                          STATION RECOVERY (1994)
 DD1133
 DD1133'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1133'RECOVERED IN GOOD CONDITION.
 DD1133
 DD1133                          STATION RECOVERY (2004)
 DD1133
 DD1133'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1133'ROAD TO CHIP MILL HAS A LOCKED GATE.  NO ACCESS POSSIBLE.
 DD1133
 DD1133                          STATION RECOVERY (2006)
 DD1133
 DD1133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1133'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD1133'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD1133'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1132 ***********************************************************************
 DD1132  DESIGNATION -  022 026 AZ MK
 DD1132  PID         -  DD1132
 DD1132  STATE/COUNTY-  SC/GEORGETOWN
 DD1132  USGS QUAD   -  ANDREWS (1973)
 DD1132
 DD1132                         *CURRENT SURVEY CONTROL
 DD1132  ___________________________________________________________________
 DD1132* NAD 83(2001)-  33 25 33.50642(N)    079 35 07.71659(W)     ADJUSTED  
 DD1132* NAVD 88     -         8.281  (meters)      27.17   (feet)  ADJUSTED  
 DD1132  ___________________________________________________________________
 DD1132  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 DD1132  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DD1132  DYNAMIC HT  -           8.273 (meters)      27.14  (feet)  COMP
 DD1132  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DD1132
 DD1132  HORZ ORDER  -  SECOND
 DD1132  VERT ORDER  -  FIRST     CLASS II
 DD1132
 DD1132.The horizontal coordinates were established by classical geodetic methods
 DD1132.and adjusted by the National Geodetic Survey in March 2004..
 DD1132
 DD1132.The orthometric height was determined by differential leveling
 DD1132.and adjusted by the National Geodetic Survey in June 1991..
 DD1132
 DD1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1132
 DD1132.The geoid height was determined by GEOID03.
 DD1132
 DD1132.The dynamic height is computed by dividing the NAVD 88
 DD1132.geopotential number by the normal gravity value computed on the
 DD1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1132.degrees latitude (g = 980.6199 gals.).
 DD1132
 DD1132.The modeled gravity was interpolated from observed gravity values.
 DD1132
 DD1132;                    North         East     Units Scale Factor Converg.
 DD1132;SPC SC       -   177,518.602   741,122.788   MT  0.99980263   +0 47 03.2
 DD1132;SPC SC       -   582,410.11  2,431,505.21   iFT  0.99980263   +0 47 03.2
 DD1132;UTM  17      - 3,699,406.405   631,505.533   MT  0.99981321   +0 46 45.5
 DD1132
 DD1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1132!SPC SC       -   1.00000398  x   0.99980263  =   0.99980661
 DD1132!UTM  17      -   1.00000398  x   0.99981321  =   0.99981719
 DD1132
 DD1132                          SUPERSEDED SURVEY CONTROL
 DD1132
 DD1132  NAD 83(1986)-  33 25 33.51694(N)    079 35 07.72089(W) AD(       ) 2
 DD1132  NAD 27      -  33 25 32.92010(N)    079 35 08.48283(W) AD(       ) 2
 DD1132  NGVD 29 (03/21/89)    8.583  (m)           28.16   (f) ADJUSTED    1 2
 DD1132
 DD1132.Superseded values are not recommended for survey control.
 DD1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1132.See file dsdata.txt to determine how the superseded data were derived.
 DD1132
 DD1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3150699406(NAD 83)
 DD1132_MARKER: DD = SURVEY DISK
 DD1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1132_SP_SET: CONCRETE POST
 DD1132_STAMPING: AZ MK 022 026 1981
 DD1132_MARK LOGO: SCGS  
 DD1132_PROJECTION: FLUSH
 DD1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1132
 DD1132  HISTORY     - Date     Condition        Report By
 DD1132  HISTORY     - 1981     MONUMENTED       SCGS
 DD1132  HISTORY     - 1985     GOOD             SCGS
 DD1132  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 DD1132  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 DD1132  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 DD1132
 DD1132                          STATION DESCRIPTION
 DD1132
 DD1132'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1132'4.2 KM (2.6 MI) SW FROM ANDREWS.
 DD1132'4.2 KILOMETERS (2.6 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 41 FROM
 DD1132'THE ANDREWS POST OFFICE, SET IN THE SHOULDER OF THE HIGHWAY ACROSS
 DD1132'FROM A GRAVEL ENTRANCE ROAD TO THE WESTVACO WOOD PROCUREMENT
 DD1132'DEPARTMENT, 48.2 METERS (158.1 FEET) NORTH-NORTHEAST OF POWER POLE
 DD1132'NUMBER 13, 9.0 METERS (29.5 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 DD1132'EXTENDED CENTER OF THE GRAVEL ENTRANCE ROAD, 5.55 METERS (18.2 FEET)
 DD1132'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.9 METERS (9.5
 DD1132'FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A DITCH LINE.
 DD1132'THE MARK IS 1.85 METERS  SSE FROM A WITNESS POST.
 DD1132'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1132
 DD1132                          STATION RECOVERY (1994)
 DD1132
 DD1132'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1132'MARK NOT FOUND.
 DD1132
 DD1132                          STATION RECOVERY (2004)
 DD1132
 DD1132'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1132'SEARCHED WOODS N OF CHIP MILL ROAD WITH MICRONTA 4001.  NO WP HERE.
 DD1132
 DD1132                          STATION RECOVERY (2004)
 DD1132
 DD1132'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1132'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 DD1132'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1134 ***********************************************************************
 DD1134  DESIGNATION -  022 026 RM 1
 DD1134  PID         -  DD1134
 DD1134  STATE/COUNTY-  SC/GEORGETOWN
 DD1134  USGS QUAD   -  ANDREWS (1973)
 DD1134
 DD1134                         *CURRENT SURVEY CONTROL
 DD1134  ___________________________________________________________________
 DD1134* NAD 83(1986)-  33 25 07.     (N)    079 35 01.     (W)     SCALED    
 DD1134* NAVD 88     -         9.590  (meters)      31.46   (feet)  ADJUSTED  
 DD1134  ___________________________________________________________________
 DD1134  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DD1134  DYNAMIC HT  -           9.580 (meters)      31.43  (feet)  COMP
 DD1134  MODELED GRAV-     979,570.0   (mgal)                       NAVD 88
 DD1134
 DD1134  VERT ORDER  -  FIRST     CLASS II
 DD1134
 DD1134.The horizontal coordinates were scaled from a topographic map and have
 DD1134.an estimated accuracy of +/- 6 seconds.
 DD1134
 DD1134.The orthometric height was determined by differential leveling
 DD1134.and adjusted by the National Geodetic Survey in June 1991..
 DD1134
 DD1134.The geoid height was determined by GEOID03.
 DD1134
 DD1134.The dynamic height is computed by dividing the NAVD 88
 DD1134.geopotential number by the normal gravity value computed on the
 DD1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1134.degrees latitude (g = 980.6199 gals.).
 DD1134
 DD1134.The modeled gravity was interpolated from observed gravity values.
 DD1134
 DD1134;                    North         East    Units  Estimated Accuracy
 DD1134;SPC SC       -   176,710.      741,310.      MT  (+/- 180 meters Scaled)
 DD1134
 DD1134                          SUPERSEDED SURVEY CONTROL
 DD1134
 DD1134  NGVD 29 (03/21/89)    9.892  (m)           32.45   (f) ADJUSTED    1 2
 DD1134
 DD1134.Superseded values are not recommended for survey control.
 DD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1134.See file dsdata.txt to determine how the superseded data were derived.
 DD1134
 DD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS316985(NAD 83)
 DD1134_MARKER: DD = SURVEY DISK
 DD1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1134_SP_SET: CONCRETE POST
 DD1134_STAMPING: RM 1 022 026 1981
 DD1134_MARK LOGO: SCGS  
 DD1134_PROJECTION: PROJECTING 3 CENTIMETERS
 DD1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1134
 DD1134  HISTORY     - Date     Condition        Report By
 DD1134  HISTORY     - 1981     MONUMENTED       SCGS
 DD1134  HISTORY     - 1985     GOOD             SCGS
 DD1134  HISTORY     - 19940612 GOOD             USPSQD
 DD1134  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 DD1134
 DD1134                          STATION DESCRIPTION
 DD1134
 DD1134'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1134'4.3 KM (2.7 MI) SW FROM ANDREWS.
 DD1134'4.2 KILOMETERS (2.6 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 41 FROM
 DD1134'THE ANDREWS POST OFFICE, THENCE 0.8 KILOMETER (0.5 MILE)
 DD1134'SOUTH-SOUTHEAST ALONG A GRAVEL ROAD (ENTRANCE TO THE WESTVACO WOOD
 DD1134'PROCUREMENT DEPARTMENT), SET NEAR A POWER POLE ON THE RIGHT SIDE OF
 DD1134'THE ROAD IN THE SOUTHEAST CORNER OF A CLEARED AREA BEFORE A CURVE IN
 DD1134'THE ROAD, 1.1 METERS (3.61 FEET) NORTH OF THE POWER POLE, 11.1 METERS
 DD1134'(36.42 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVEL
 DD1134'ROAD, 80.5 METERS (264.11 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 DD1134'CENTER OF A GRAVEL ENTRANCE ROAD TO THE CLEARED AREA.
 DD1134'THE MARK IS 0.65 METERS  NNW FROM A WITNESS POST.
 DD1134'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 DD1134
 DD1134                          STATION RECOVERY (1994)
 DD1134
 DD1134'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1134'RECOVERED IN GOOD CONDITION.
 DD1134
 DD1134                          STATION RECOVERY (2004)
 DD1134
 DD1134'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1134'ROAD TO CHIP MILL HAS A LOCKED GATE.  NO ACCESS POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1138 ***********************************************************************
 DD1138  DESIGNATION -  022 027
 DD1138  PID         -  DD1138
 DD1138  STATE/COUNTY-  SC/GEORGETOWN
 DD1138  USGS QUAD   -  ANDREWS (1973)
 DD1138
 DD1138                         *CURRENT SURVEY CONTROL
 DD1138  ___________________________________________________________________
 DD1138* NAD 83(2001)-  33 23 46.57804(N)    079 37 10.74295(W)     ADJUSTED  
 DD1138* NAVD 88     -        10.749  (meters)      35.27   (feet)  ADJUSTED  
 DD1138  ___________________________________________________________________
 DD1138  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 DD1138  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DD1138  DYNAMIC HT  -          10.738 (meters)      35.23  (feet)  COMP
 DD1138  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DD1138
 DD1138  HORZ ORDER  -  SECOND
 DD1138  VERT ORDER  -  FIRST     CLASS II
 DD1138
 DD1138.The horizontal coordinates were established by classical geodetic methods
 DD1138.and adjusted by the National Geodetic Survey in March 2004..
 DD1138
 DD1138.The orthometric height was determined by differential leveling
 DD1138.and adjusted by the National Geodetic Survey in June 1991..
 DD1138
 DD1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1138
 DD1138.The geoid height was determined by GEOID03.
 DD1138
 DD1138.The dynamic height is computed by dividing the NAVD 88
 DD1138.geopotential number by the normal gravity value computed on the
 DD1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1138.degrees latitude (g = 980.6199 gals.).
 DD1138
 DD1138.The modeled gravity was interpolated from observed gravity values.
 DD1138
 DD1138;                    North         East     Units Scale Factor Converg.
 DD1138;SPC SC       -   174,182.238   737,989.462   MT  0.99980495   +0 45 55.0
 DD1138;SPC SC       -   571,464.04  2,421,225.27   iFT  0.99980495   +0 45 55.0
 DD1138;UTM  17      - 3,696,070.308   628,371.893   MT  0.99980317   +0 45 35.6
 DD1138
 DD1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1138!SPC SC       -   1.00000358  x   0.99980495  =   0.99980853
 DD1138!UTM  17      -   1.00000358  x   0.99980317  =   0.99980675
 DD1138
 DD1138:                Primary Azimuth Mark                     Grid Az
 DD1138:SPC SC       -  BORROW RM 4                              033 49 47.9
 DD1138:UTM  17      -  BORROW RM 4                              033 50 07.3
 DD1138
 DD1138|---------------------------------------------------------------------|
 DD1138| PID    Reference Object                     Distance      Geod. Az  |
 DD1138|                                                           dddmmss.s |
 DD1138| DD1137 BORROW RM 4                         APPROX. 1.7 KM 0343542.9 |
 DD1138| DD1139 022 027 RM 1                          8.362 METERS 03832     |
 DD1138| DD1140 022 027 AZ MK                       298.234 METERS 22117     |
 DD1138|---------------------------------------------------------------------|
 DD1138
 DD1138                          SUPERSEDED SURVEY CONTROL
 DD1138
 DD1138  NAD 83(1986)-  33 23 46.58849(N)    079 37 10.74712(W) AD(       ) 2
 DD1138  NAD 27      -  33 23 45.98813(N)    079 37 11.50446(W) AD(       ) 2
 DD1138  NGVD 29 (03/21/89)   11.051  (m)           36.26   (f) ADJUSTED    1 2
 DD1138
 DD1138.Superseded values are not recommended for survey control.
 DD1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1138.See file dsdata.txt to determine how the superseded data were derived.
 DD1138
 DD1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2837296070(NAD 83)
 DD1138_MARKER: DD = SURVEY DISK
 DD1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1138_SP_SET: CONCRETE POST
 DD1138_STAMPING: HORZ 022 027 1981
 DD1138_MARK LOGO: SCGS  
 DD1138_PROJECTION: FLUSH
 DD1138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1138+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD1138
 DD1138  HISTORY     - Date     Condition        Report By
 DD1138  HISTORY     - 1981     MONUMENTED       SCGS
 DD1138  HISTORY     - 1985     GOOD             SCGS
 DD1138  HISTORY     - 19940612 GOOD             USPSQD
 DD1138  HISTORY     - 20040605 GOOD             USPSQD
 DD1138
 DD1138                          STATION DESCRIPTION
 DD1138
 DD1138'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1138'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 DD1138'SOUTHWEST OF ANDREWS, IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 41.
 DD1138'FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION
 DD1138'ENGINEER, P.O. BOX 191, COLUMBIA, S.C. 29202, TELEPHONE (803)
 DD1138'758-3414.
 DD1138'
 DD1138'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 521 AND 41
 DD1138'IN ANDREWS, GO SOUTHERLY ON STATE HIGHWAY 41 FOR 6.9 KM (4.3 MI) TO
 DD1138'TRIANGULATION STATION BORROW 1934 ON RIGHT, CONTINUE AHEAD ON
 DD1138'HIGHWAY 41 FOR 1.7KM (1.05 MI) TO THE STATION ON LEFT.
 DD1138'
 DD1138'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1138'---022 027 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1138'CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 10.5
 DD1138'METERS SE FROM CENTER OF HIGHWAY 41,  1.1 METERS NW FROM METAL
 DD1138'WITNESS POST, 31.4 METERS S FROM POWER LINE POLE NO,  4.8 METERS NE
 DD1138'FROM UNDERGROUND CABLE CAUTION SIGN, AND 16.4 METERS SE FROM T
 DD1138'INTERSECTION SIGN.
 DD1138'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1138'DISK STAMPED---022 027 SCGS---SET INTO AN IRREGULAR MASS OF
 DD1138'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD1138'
 DD1138'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1138'DISK STAMPED---RM 1 022 027 1981---SET INTO THE TOP OF A ROUND
 DD1138'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 6 INCHES ABOVE THE
 DD1138'GROUND LOCATED 26.8 METERS S FROM POWER LINE POLE NO, 11.1 METERS SSE
 DD1138'FROM CENTER OF HIGHWAY 41,  9.1 METERS NE FROM METAL WITNESS POST AT
 DD1138'STATION, 14.0 METERS NE FROM UNDERGROUND CABLE CAUTION SIGN, AND IS
 DD1138'LEVEL WITH THE STATION.
 DD1138'
 DD1138'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1138'STAMPED---022 027 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1138'MONUMENT 30 CM IN DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND
 DD1138'LOCATED  0.8 METERS E FROM POWER LINE POLE,  0.9 METERS W FROM METAL
 DD1138'WINNESS POST, 11.4 METERS NW FROM CENTER OF HIGHWAY 41, AND  7.8
 DD1138'METERS NW FROM EDGE OF HIGHWAY 41.
 DD1138'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 DD1138'HIGHWAY 41 FOR 0.3 KM (0.2 MI) TO AZIMUTH ON RIGHT.
 DD1138
 DD1138                          STATION RECOVERY (1985)
 DD1138
 DD1138'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1138'9.0 KM (5.6 MI) SW FROM ANDREWS.
 DD1138'9.0 KILOMETERS (5.6 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 41 FROM
 DD1138'THE ANDREWS POST OFFICE, SET NEAR A BLAZED 12-INCH PINE TREE, 0.2
 DD1138'KILOMETER (0.1 MILE) NORTHEAST OF THE INTERSECTION OF COUNTY ROAD
 DD1138'S-45-122, 10.7 METERS (35.1 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 DD1138'HIGHWAY, 31.9 METERS (104.66 FEET) SOUTH OF POWER POLE NUMBER 65,
 DD1138'4.25 METERS (13.94 FEET) WEST-SOUTHWEST OF THE BLAZED 12-INCH PINE
 DD1138'TREE.
 DD1138'THE MARK IS 1.13 METERS  N FROM A WITNESS POST.
 DD1138'THE MARK IS 0.60 M BELOW HIGHWAY.
 DD1138
 DD1138                          STATION RECOVERY (1994)
 DD1138
 DD1138'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1138'RECOVERED IN GOOD CONDITION.
 DD1138
 DD1138                          STATION RECOVERY (2004)
 DD1138
 DD1138'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1140 ***********************************************************************
 DD1140  DESIGNATION -  022 027 AZ MK
 DD1140  PID         -  DD1140
 DD1140  STATE/COUNTY-  SC/GEORGETOWN
 DD1140  USGS QUAD   -  ANDREWS (1973)
 DD1140
 DD1140                         *CURRENT SURVEY CONTROL
 DD1140  ___________________________________________________________________
 DD1140* NAD 83(2001)-  33 23 39.30353(N)    079 37 18.35662(W)     ADJUSTED  
 DD1140* NAVD 88     -        11.938  (meters)      39.17   (feet)  ADJUSTED  
 DD1140  ___________________________________________________________________
 DD1140  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 DD1140  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DD1140  DYNAMIC HT  -          11.925 (meters)      39.12  (feet)  COMP
 DD1140  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DD1140
 DD1140  HORZ ORDER  -  SECOND
 DD1140  VERT ORDER  -  FIRST     CLASS II
 DD1140
 DD1140.The horizontal coordinates were established by classical geodetic methods
 DD1140.and adjusted by the National Geodetic Survey in March 2004..
 DD1140
 DD1140.The orthometric height was determined by differential leveling
 DD1140.and adjusted by the National Geodetic Survey in June 1991..
 DD1140
 DD1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1140
 DD1140.The geoid height was determined by GEOID03.
 DD1140
 DD1140.The dynamic height is computed by dividing the NAVD 88
 DD1140.geopotential number by the normal gravity value computed on the
 DD1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1140.degrees latitude (g = 980.6199 gals.).
 DD1140
 DD1140.The modeled gravity was interpolated from observed gravity values.
 DD1140
 DD1140;                    North         East     Units Scale Factor Converg.
 DD1140;SPC SC       -   173,955.558   737,795.749   MT  0.99980512   +0 45 50.7
 DD1140;SPC SC       -   570,720.33  2,420,589.73   iFT  0.99980512   +0 45 50.7
 DD1140;UTM  17      - 3,695,843.646   628,178.160   MT  0.99980256   +0 45 31.2
 DD1140
 DD1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1140!SPC SC       -   1.00000339  x   0.99980512  =   0.99980851
 DD1140!UTM  17      -   1.00000339  x   0.99980256  =   0.99980595
 DD1140
 DD1140                          SUPERSEDED SURVEY CONTROL
 DD1140
 DD1140  NAD 83(1986)-  33 23 39.31398(N)    079 37 18.36079(W) AD(       ) 2
 DD1140  NAD 27      -  33 23 38.71338(N)    079 37 19.11784(W) AD(       ) 2
 DD1140  NGVD 29 (03/21/89)   12.239  (m)           40.15   (f) ADJUSTED    1 2
 DD1140
 DD1140.Superseded values are not recommended for survey control.
 DD1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1140.See file dsdata.txt to determine how the superseded data were derived.
 DD1140
 DD1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2817895844(NAD 83)
 DD1140_MARKER: DD = SURVEY DISK
 DD1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1140_SP_SET: CONCRETE POST
 DD1140_STAMPING: AZ MK 022 027 1981
 DD1140_MARK LOGO: SCGS  
 DD1140_PROJECTION: PROJECTING 5 CENTIMETERS
 DD1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1140+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD1140
 DD1140  HISTORY     - Date     Condition        Report By
 DD1140  HISTORY     - 1981     MONUMENTED       SCGS
 DD1140  HISTORY     - 1985     GOOD             SCGS
 DD1140  HISTORY     - 19940612 GOOD             USPSQD
 DD1140  HISTORY     - 20040605 GOOD             USPSQD
 DD1140
 DD1140                          STATION DESCRIPTION
 DD1140
 DD1140'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1140'9.3 KM (5.8 MI) SW FROM ANDREWS.
 DD1140'9.3 KILOMETERS (5.8 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 41 FROM
 DD1140'THE ANDREWS POST OFFICE, SET NEAR A POWER POLE IN THE NORTHWEST ANGLE
 DD1140'OF THE INTERSECTION OF COUNTY ROAD S-45-122, 0.8 METER (1.70 FEET)
 DD1140'EAST OF THE POWER POLE, 11.4 METERS (37.4 FEET) NORTHWEST OF THE
 DD1140'CENTERLINE OF THE HIGHWAY, 81.1 METERS (266.08 FEET) SOUTHWEST OF THE
 DD1140'APPROXIMATE CENTER OF COUNTY ROAD S-45-122.
 DD1140'THE MARK IS 0.90 METERS  W FROM A WITNESS POST.
 DD1140'THE MARK IS 0.60 M BELOW HIGHWAY.
 DD1140
 DD1140                          STATION RECOVERY (1994)
 DD1140
 DD1140'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1140'RECOVERED IN GOOD CONDITION.
 DD1140
 DD1140                          STATION RECOVERY (2004)
 DD1140
 DD1140'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1139 ***********************************************************************
 DD1139  DESIGNATION -  022 027 RM 1
 DD1139  PID         -  DD1139
 DD1139  STATE/COUNTY-  SC/GEORGETOWN
 DD1139  USGS QUAD   -  ANDREWS (1973)
 DD1139
 DD1139                         *CURRENT SURVEY CONTROL
 DD1139  ___________________________________________________________________
 DD1139* NAD 83(1986)-  33 23 47.     (N)    079 37 11.     (W)     SCALED    
 DD1139* NAVD 88     -        10.884  (meters)      35.71   (feet)  ADJUSTED  
 DD1139  ___________________________________________________________________
 DD1139  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DD1139  DYNAMIC HT  -          10.873 (meters)      35.67  (feet)  COMP
 DD1139  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DD1139
 DD1139  VERT ORDER  -  FIRST     CLASS II
 DD1139
 DD1139.The horizontal coordinates were scaled from a topographic map and have
 DD1139.an estimated accuracy of +/- 6 seconds.
 DD1139
 DD1139.The orthometric height was determined by differential leveling
 DD1139.and adjusted by the National Geodetic Survey in June 1991..
 DD1139
 DD1139.The geoid height was determined by GEOID03.
 DD1139
 DD1139.The dynamic height is computed by dividing the NAVD 88
 DD1139.geopotential number by the normal gravity value computed on the
 DD1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1139.degrees latitude (g = 980.6199 gals.).
 DD1139
 DD1139.The modeled gravity was interpolated from observed gravity values.
 DD1139
 DD1139;                    North         East    Units  Estimated Accuracy
 DD1139;SPC SC       -   174,200.      737,980.      MT  (+/- 180 meters Scaled)
 DD1139
 DD1139                          SUPERSEDED SURVEY CONTROL
 DD1139
 DD1139  NGVD 29 (03/21/89)   11.186  (m)           36.70   (f) ADJUSTED    1 2
 DD1139
 DD1139.Superseded values are not recommended for survey control.
 DD1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1139.See file dsdata.txt to determine how the superseded data were derived.
 DD1139
 DD1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS283960(NAD 83)
 DD1139_MARKER: DD = SURVEY DISK
 DD1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1139_SP_SET: CONCRETE POST
 DD1139_STAMPING: RM 1 022 027 1981
 DD1139_MARK LOGO: SCGS  
 DD1139_PROJECTION: FLUSH
 DD1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1139+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD1139
 DD1139  HISTORY     - Date     Condition        Report By
 DD1139  HISTORY     - 1981     MONUMENTED       SCGS
 DD1139  HISTORY     - 1985     GOOD             SCGS
 DD1139  HISTORY     - 19940612 GOOD             USPSQD
 DD1139  HISTORY     - 20040605 GOOD             USPSQD
 DD1139
 DD1139                          STATION DESCRIPTION
 DD1139
 DD1139'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1139'9.0 KM (5.6 MI) SW FROM ANDREWS.
 DD1139'9.0 KILOMETERS (5.6 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 41 FROM
 DD1139'THE ANDREWS POST OFFICE, SET NEAR A BLAZED 12-INCH PINE TREE, 0.2
 DD1139'KILOMETER (0.1 MILE) NORTHEAST OF THE INTERSECTION OF COUNTY ROAD
 DD1139'S-45-122, 26.78 METERS (87.86 FEET) SOUTH-SOUTHEAST OF POWER POLE
 DD1139'NUMBER 65, 10.79 METERS (35.4 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 DD1139'HIGHWAY, 8.32 METERS (27.3 FEET) NORTHEAST OF STATION 022 027 SCGS,
 DD1139'4.3 METERS (14.11 FEET) NORTH-NORTHEAST OF THE BLAZED 12-INCH PINE
 DD1139'TREE.
 DD1139'THE MARK IS 0.40 METERS  WNW FROM A WITNESS POST.
 DD1139'THE MARK IS 0.60 M BELOW HIGHWAY.
 DD1139
 DD1139                          STATION RECOVERY (1994)
 DD1139
 DD1139'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1139'RECOVERED IN GOOD CONDITION.
 DD1139
 DD1139                          STATION RECOVERY (2004)
 DD1139
 DD1139'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2058 ***********************************************************************
 DD2058  DESIGNATION -  022 028 AZ MK
 DD2058  PID         -  DD2058
 DD2058  STATE/COUNTY-  SC/GEORGETOWN
 DD2058  USGS QUAD   -  JAMESTOWN (1973)
 DD2058
 DD2058                         *CURRENT SURVEY CONTROL
 DD2058  ___________________________________________________________________
 DD2058* NAD 83(2001)-  33 19 12.85939(N)    079 39 53.49384(W)     ADJUSTED  
 DD2058* NAVD 88     -        11.202  (meters)      36.75   (feet)  ADJUSTED  
 DD2058  ___________________________________________________________________
 DD2058  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 DD2058  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DD2058  DYNAMIC HT  -          11.190 (meters)      36.71  (feet)  COMP
 DD2058  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 DD2058
 DD2058  HORZ ORDER  -  SECOND
 DD2058  VERT ORDER  -  FIRST     CLASS II
 DD2058
 DD2058.The horizontal coordinates were established by classical geodetic methods
 DD2058.and adjusted by the National Geodetic Survey in March 2004..
 DD2058
 DD2058.The orthometric height was determined by differential leveling
 DD2058.and adjusted by the National Geodetic Survey in June 1991..
 DD2058
 DD2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2058
 DD2058.The geoid height was determined by GEOID03.
 DD2058
 DD2058.The dynamic height is computed by dividing the NAVD 88
 DD2058.geopotential number by the normal gravity value computed on the
 DD2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2058.degrees latitude (g = 980.6199 gals.).
 DD2058
 DD2058.The modeled gravity was interpolated from observed gravity values.
 DD2058
 DD2058;                    North         East     Units Scale Factor Converg.
 DD2058;SPC SC       -   165,696.434   733,893.665   MT  0.99981211   +0 44 24.7
 DD2058;SPC SC       -   543,623.47  2,407,787.61   iFT  0.99981211   +0 44 24.7
 DD2058;UTM  17      - 3,687,585.034   624,275.250   MT  0.99979041   +0 44 00.6
 DD2058
 DD2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2058!SPC SC       -   1.00000348  x   0.99981211  =   0.99981559
 DD2058!UTM  17      -   1.00000348  x   0.99979041  =   0.99979389
 DD2058
 DD2058                          SUPERSEDED SURVEY CONTROL
 DD2058
 DD2058  NAD 83(1986)-  33 19 12.87010(N)    079 39 53.49715(W) AD(       ) 2
 DD2058  NAD 27      -  33 19 12.26638(N)    079 39 54.24269(W) AD(       ) 2
 DD2058  NGVD 29 (03/21/89)   11.504  (m)           37.74   (f) ADJUSTED    1 2
 DD2058
 DD2058.Superseded values are not recommended for survey control.
 DD2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2058.See file dsdata.txt to determine how the superseded data were derived.
 DD2058
 DD2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2427587585(NAD 83)
 DD2058_MARKER: DD = SURVEY DISK
 DD2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2058_SP_SET: CONCRETE POST
 DD2058_STAMPING: AZ MK 022 028 1981
 DD2058_MARK LOGO: SCGS  
 DD2058_PROJECTION: PROJECTING 4 CENTIMETERS
 DD2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2058+STABILITY: SURFACE MOTION
 DD2058
 DD2058  HISTORY     - Date     Condition        Report By
 DD2058  HISTORY     - 1981     MONUMENTED       MJH
 DD2058  HISTORY     - 1987     GOOD             SCGS
 DD2058  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 DD2058  HISTORY     - 20031210 MARK NOT FOUND   SCGS
 DD2058  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 DD2058
 DD2058                          STATION DESCRIPTION
 DD2058
 DD2058'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2058'4.6 KM (2.85 MI) NE FROM JAMESTOWN.
 DD2058'4.65 KM (2.9 MI) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD2058'HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD2058'HIGHWAY 45 IN JAMESTOWN, SET NEAR A POWER POLE AY94/161 WITH FOUR GUY
 DD2058'WIRES, A TRANSFORMER AND A STREET LIGHT IN THE EAST ANGLE OF STATE
 DD2058'ROAD 466, 12.0 METERS (39.4 FT) SOUTHEAST OF THE CENTER OF THE
 DD2058'HIGHWAY, 6.4 METERS (21.0 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 DD2058'1.12 METERS (3.7 FT) SOUTHWEST OF THE POWER POLE, 15.72 METERS (51.6
 DD2058'FT) WEST-NORTHWEST OF A 14-INCH PINE TREE.
 DD2058'THE MARK IS 1.12 METERS  SW FROM  A WITNESS POST
 DD2058'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2058
 DD2058                          STATION RECOVERY (1994)
 DD2058
 DD2058'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2058'MARK NOT FOUND.
 DD2058
 DD2058                          STATION RECOVERY (2003)
 DD2058
 DD2058'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD2058'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD2058'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD2058'LOCATE THIS STATION WITH NO  RESULTS, AREA CHANGED DUE TO HIGHWAY
 DD2058'WIDENING MAINTENANCE, PRESUMED DESTROYED. RECOVERY BY T. HALL.
 DD2058
 DD2058                          STATION RECOVERY (2004)
 DD2058
 DD2058'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2058'SEARCHED NE QUADRANT OF SC 41 AND SR 22-466 WITH MICRONTA 4001.  NO WP
 DD2058'HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2059 ***********************************************************************
 DD2059  DESIGNATION -  022 028 RESET
 DD2059  PID         -  DD2059
 DD2059  STATE/COUNTY-  SC/GEORGETOWN
 DD2059  USGS QUAD   -  JAMESTOWN (1973)
 DD2059
 DD2059                         *CURRENT SURVEY CONTROL
 DD2059  ___________________________________________________________________
 DD2059* NAD 83(2001)-  33 19 03.49725(N)    079 39 40.13174(W)     ADJUSTED  
 DD2059* NAVD 88     -         8.679  (meters)      28.47   (feet)  ADJUSTED  
 DD2059  ___________________________________________________________________
 DD2059  X           -     957,502.273 (meters)                     COMP
 DD2059  Y           -  -5,248,561.198 (meters)                     COMP
 DD2059  Z           -   3,483,436.740 (meters)                     COMP
 DD2059  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 DD2059  ELLIP HEIGHT-         -24.71  (meters)          (10/01/04) GPS OBS
 DD2059  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DD2059  DYNAMIC HT  -           8.670 (meters)      28.44  (feet)  COMP
 DD2059  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 DD2059
 DD2059  HORZ ORDER  -  FIRST
 DD2059  VERT ORDER  -  FIRST     CLASS II
 DD2059  ELLP ORDER  -  FOURTH    CLASS I
 DD2059
 DD2059.The horizontal coordinates were established by GPS observations
 DD2059.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD2059
 DD2059.The orthometric height was determined by differential leveling
 DD2059.and adjusted by the National Geodetic Survey in June 1991..
 DD2059
 DD2059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2059
 DD2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2059
 DD2059.The ellipsoidal height was determined by GPS observations
 DD2059.and is referenced to NAD 83.
 DD2059
 DD2059.The geoid height was determined by GEOID03.
 DD2059
 DD2059.The dynamic height is computed by dividing the NAVD 88
 DD2059.geopotential number by the normal gravity value computed on the
 DD2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2059.degrees latitude (g = 980.6199 gals.).
 DD2059
 DD2059.The modeled gravity was interpolated from observed gravity values.
 DD2059
 DD2059;                    North         East     Units Scale Factor Converg.
 DD2059;SPC SC       -   165,412.551   734,242.918   MT  0.99981238   +0 44 32.1
 DD2059;SPC SC       -   542,692.10  2,408,933.46   iFT  0.99981238   +0 44 32.1
 DD2059;UTM  17      - 3,687,301.116   624,624.462   MT  0.99979149   +0 44 07.8
 DD2059
 DD2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2059!SPC SC       -   1.00000388  x   0.99981238  =   0.99981626
 DD2059!UTM  17      -   1.00000388  x   0.99979149  =   0.99979537
 DD2059
 DD2059:                Primary Azimuth Mark                     Grid Az
 DD2059:SPC SC       -  022 028 AZ MK                            309 06 19.0
 DD2059:UTM  17      -  022 028 AZ MK                            309 06 43.3
 DD2059
 DD2059|---------------------------------------------------------------------|
 DD2059| PID    Reference Object                     Distance      Geod. Az  |
 DD2059|                                                           dddmmss.s |
 DD2059| DD2058 022 028 AZ MK                       450.160 METERS 3095051.1 |
 DD2059| DD2060 022 028 RM 1                         27.676 METERS 31721     |
 DD2059|---------------------------------------------------------------------|
 DD2059
 DD2059                          SUPERSEDED SURVEY CONTROL
 DD2059
 DD2059  NAD 83(2001)-  33 19 03.49885(N)    079 39 40.13072(W) AD(       ) 2
 DD2059  NAD 83(1986)-  33 19 03.50961(N)    079 39 40.13396(W) AD(       ) 2
 DD2059  NAD 27      -  33 19 02.90506(N)    079 39 40.88048(W) AD(       ) 2
 DD2059  NAVD 88 (10/01/04)    8.68   (m)           28.5    (f) LEVELING    3  
 DD2059  NGVD 29 (03/21/89)    8.981  (m)           29.47   (f) ADJUSTED    1 2
 DD2059
 DD2059.Superseded values are not recommended for survey control.
 DD2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2059.See file dsdata.txt to determine how the superseded data were derived.
 DD2059
 DD2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2462487301(NAD 83)
 DD2059_MARKER: DD = SURVEY DISK
 DD2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2059_SP_SET: CONCRETE POST
 DD2059_STAMPING: HORZ 022 028 1981 1987
 DD2059_MARK LOGO: SCGS  
 DD2059_PROJECTION: FLUSH
 DD2059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2059+STABILITY: SURFACE MOTION
 DD2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2059+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2059
 DD2059  HISTORY     - Date     Condition        Report By
 DD2059  HISTORY     - 1987     MONUMENTED       SCGS
 DD2059  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 DD2059  HISTORY     - 20031210 GOOD             SCGS
 DD2059  HISTORY     - 20040605 GOOD             USPSQD
 DD2059
 DD2059                          STATION DESCRIPTION
 DD2059
 DD2059'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2059'4.7 KM (2.9 MI) NE FROM JAMESTOWN.
 DD2059'4.65 KM (2.9 MI) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD2059'HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD2059'HIGHWAY 45 IN JAMESTOWN, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG STATE
 DD2059'ROAD 466, SET IN AN OPEN AREA BETWEEN ROAD 466 AND A LARGE METAL
 DD2059'BUILDING (GEORGETOWN TEXTILE MANUFACTURING COMPANY), 26.1 METERS
 DD2059'(85.6 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 44.32 METERS (145.4
 DD2059'FT) NORTH OF THE EAST CORNER OF THE BUILDING, 28.65 METERS (94.0 FT)
 DD2059'SOUTHEAST OF A SECURITY LIGHT POLE AZ3/3 WITH A GUY WIRE, 35.9 METERS
 DD2059'(117.8 FT) SOUTHEAST OF THE CENTER OF A CONCRETE DRIVEWAY TO A
 DD2059'LOADING DOCK, 28.24 METERS (92.6 FT) EAST OF A FIRE HYDRANT WITH TWO
 DD2059'OUTLET VALVES.
 DD2059'THE MARK IS 28.7 METERS  SE FROM  A WITNESS POST
 DD2059'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2059
 DD2059                          STATION RECOVERY (1994)
 DD2059
 DD2059'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2059'MARK NOT FOUND.
 DD2059
 DD2059                          STATION RECOVERY (2003)
 DD2059
 DD2059'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD2059'STATION IS LOCATED 2.9 MILES NORTHEAST OF JAMESTOWN, 21.55 MILES WEST
 DD2059'OF KINGSTREE.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DD2059'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DD2059'FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (SAINT DELIGHT  ROAD)
 DD2059'AND STATE HIGHWAY 41 (COUNTY LINE ROAD), 5.65 MILES NORTH NORTHEAST OF
 DD2059'JAMESTOWN, GO WEST SOUTHWEST ON HIGHWAYS 17 ALTERNATE AND 41 FOR 2.95
 DD2059'MILES TO  THE JUNCTION OF STATE ROAD 466 (DORIEN DRIVE), TURN LEFT ON
 DD2059'ROAD 466 FOR 0.3 MILE TO  THE STATION ON THE RIGHT IN AN OPEN AREA
 DD2059'NEAR THE REMAINING METAL PORTION OF A  BURNT TEXTILE MANUFACTURING
 DD2059'PLANT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 83.2 FEET
 DD2059'SOUTHWEST OF THE CENTER OF  ROAD 466, 94.2 FEET SOUTHEAST OF A
 DD2059'SECURITY LIGHT POLE AZ3BQ/3 WITH TWO SECURITY LIGHTS  AND TWO GUY
 DD2059'WIRES, 77.7 FEET EAST NORTHEAST OF THE SMALLER ONE OF TWO NEARBY FIRE
 DD2059'HYDRANTS, 145.6 FEET NORTH OF THE EAST CORNER OF THE METAL BUILDING,
 DD2059'1.8 FEET NORTHWEST  OF A WITNESS POST. NOTE-STATION IS NOT
 DD2059'INTERVISIBLE WITH SURVEY STATION 022 028 AZ MK. RECOVERED BY T. HALL.
 DD2059
 DD2059                          STATION RECOVERY (2004)
 DD2059
 DD2059'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2059'MARKER IS STAMPED 1981/1987.  ORANGE WP.  REPORTED NOT FOUND BY USPSQ
 DD2059'IN 1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2060 ***********************************************************************
 DD2060  DESIGNATION -  022 028 RM 1
 DD2060  PID         -  DD2060
 DD2060  STATE/COUNTY-  SC/GEORGETOWN
 DD2060  USGS QUAD   -  JAMESTOWN (1973)
 DD2060
 DD2060                         *CURRENT SURVEY CONTROL
 DD2060  ___________________________________________________________________
 DD2060* NAD 83(1986)-  33 19 04.     (N)    079 39 40.     (W)     SCALED    
 DD2060* NAVD 88     -         8.688  (meters)      28.50   (feet)  ADJUSTED  
 DD2060  ___________________________________________________________________
 DD2060  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DD2060  DYNAMIC HT  -           8.679 (meters)      28.47  (feet)  COMP
 DD2060  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 DD2060
 DD2060  VERT ORDER  -  FIRST     CLASS II
 DD2060
 DD2060.The horizontal coordinates were scaled from a topographic map and have
 DD2060.an estimated accuracy of +/- 6 seconds.
 DD2060
 DD2060.The orthometric height was determined by differential leveling
 DD2060.and adjusted by the National Geodetic Survey in June 1991..
 DD2060
 DD2060.The geoid height was determined by GEOID03.
 DD2060
 DD2060.The dynamic height is computed by dividing the NAVD 88
 DD2060.geopotential number by the normal gravity value computed on the
 DD2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2060.degrees latitude (g = 980.6199 gals.).
 DD2060
 DD2060.The modeled gravity was interpolated from observed gravity values.
 DD2060
 DD2060;                    North         East    Units  Estimated Accuracy
 DD2060;SPC SC       -   165,430.      734,250.      MT  (+/- 180 meters Scaled)
 DD2060
 DD2060                          SUPERSEDED SURVEY CONTROL
 DD2060
 DD2060  NGVD 29 (03/21/89)    8.990  (m)           29.49   (f) ADJUSTED    1 2
 DD2060
 DD2060.Superseded values are not recommended for survey control.
 DD2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2060.See file dsdata.txt to determine how the superseded data were derived.
 DD2060
 DD2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS246873(NAD 83)
 DD2060_MARKER: DD = SURVEY DISK
 DD2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2060_SP_SET: CONCRETE POST
 DD2060_STAMPING: RM 1 022 028 1981
 DD2060_MARK LOGO: SCGS  
 DD2060_PROJECTION: FLUSH
 DD2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2060+STABILITY: SURFACE MOTION
 DD2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2060+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2060
 DD2060  HISTORY     - Date     Condition        Report By
 DD2060  HISTORY     - 1981     MONUMENTED       SCGS
 DD2060  HISTORY     - 1987     GOOD             SCGS
 DD2060  HISTORY     - 19940612 GOOD             USPSQD
 DD2060  HISTORY     - 20040605 GOOD             USPSQD
 DD2060
 DD2060                          STATION DESCRIPTION
 DD2060
 DD2060'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2060'4.7 KM (2.9 MI) NE FROM JAMESTOWN.
 DD2060'4.65 KM (2.9 MI) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD2060'HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD2060'HIGHWAY 45 IN JAMESTOWN, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG STATE
 DD2060'ROAD 466, SET NEAR A SECURITY LIGHT POLE AZ3/3 WITH A GUY WIRE, 19.9
 DD2060'METERS (65.3 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 1.0 METER (3.3
 DD2060'FT) SOUTH-SOUTHWEST OF THE POLE, 27.7 METERS (90.9 FT) NORTHWEST OF
 DD2060'SURVEY MARK 022 028 1981 1987 SCGS, 35.16 METERS (115.4 FT)
 DD2060'NORTH-NORTHEAST OF THE WEST ONE OF TWO PINE TREES BY A LARGE METAL
 DD2060'BUILDING (GEORGETOWN TEXTILE MANUFACTURING COMPANY), 8.8 METERS (28.9
 DD2060'FT) SOUTHEAST OF THE CENTER OF A CONCRETE DRIVEWAY TO A LOADING DOCK,
 DD2060'27.0 METERS (88.6 FT) NORTH-NORTHEAST OF A FIRE HYDRANT WITH TWO
 DD2060'OUTLET VALVES.
 DD2060'THE MARK IS 1.05 METERS  SSE FROM  A WITNESS POST
 DD2060'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2060
 DD2060                          STATION RECOVERY (1994)
 DD2060
 DD2060'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2060'RECOVERED IN GOOD CONDITION.
 DD2060
 DD2060                          STATION RECOVERY (2004)
 DD2060
 DD2060'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2051 ***********************************************************************
 DD2051  HT_MOD      -  This is a Height Modernization Survey Station.
 DD2051  DESIGNATION -  022 029
 DD2051  PID         -  DD2051
 DD2051  STATE/COUNTY-  SC/GEORGETOWN
 DD2051  USGS QUAD   -  CEDAR CREEK (1973)
 DD2051
 DD2051                         *CURRENT SURVEY CONTROL
 DD2051  ___________________________________________________________________
 DD2051* NAD 83(2001)-  33 19 32.86829(N)    079 34 14.50342(W)     ADJUSTED  
 DD2051* NAVD 88     -         9.93   (meters)      32.6    (feet)  GPS OBS   
 DD2051  ___________________________________________________________________
 DD2051  X           -     965,697.090 (meters)                     COMP
 DD2051  Y           -  -5,246,554.962 (meters)                     COMP
 DD2051  Z           -   3,484,193.366 (meters)                     COMP
 DD2051  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 DD2051  ELLIP HEIGHT-         -23.77  (meters)          (10/01/04) GPS OBS
 DD2051  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DD2051  DYNAMIC HT  -           9.92  (meters)      32.5   (feet)  COMP
 DD2051  MODELED GRAV-     979,569.6   (mgal)                       NAVD 88
 DD2051
 DD2051  HORZ ORDER  -  FIRST
 DD2051  VERT ORDER  -  FIRST     CLASS II (See Below)
 DD2051  ELLP ORDER  -  FOURTH    CLASS I
 DD2051
 DD2051.The horizontal coordinates were established by GPS observations
 DD2051.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD2051
 DD2051.The orthometric height was determined by GPS observations and a
 DD2051.high-resolution geoid model using precise GPS observation and
 DD2051.processing techniques. It supersedes the leveled height previously
 DD2051.determined for this station.
 DD2051.The vertical order pertains to the first NAVD 88 superseded value.
 DD2051
 DD2051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2051
 DD2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2051
 DD2051.The ellipsoidal height was determined by GPS observations
 DD2051.and is referenced to NAD 83.
 DD2051
 DD2051.The geoid height was determined by GEOID03.
 DD2051
 DD2051.The dynamic height is computed by dividing the NAVD 88
 DD2051.geopotential number by the normal gravity value computed on the
 DD2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2051.degrees latitude (g = 980.6199 gals.).
 DD2051
 DD2051.The modeled gravity was interpolated from observed gravity values.
 DD2051
 DD2051;                    North         East     Units Scale Factor Converg.
 DD2051;SPC SC       -   166,429.944   742,650.711   MT  0.99981152   +0 47 32.7
 DD2051;SPC SC       -   546,030.00  2,436,518.08   iFT  0.99981152   +0 47 32.7
 DD2051;UTM  17      - 3,688,317.489   633,032.316   MT  0.99981820   +0 47 07.3
 DD2051
 DD2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2051!SPC SC       -   1.00000373  x   0.99981152  =   0.99981525
 DD2051!UTM  17      -   1.00000373  x   0.99981820  =   0.99982193
 DD2051
 DD2051:                Primary Azimuth Mark                     Grid Az
 DD2051:SPC SC       -  022 029 AZ MK                            050 50 36.1
 DD2051:UTM  17      -  022 029 AZ MK                            050 51 01.5
 DD2051
 DD2051|---------------------------------------------------------------------|
 DD2051| PID    Reference Object                     Distance      Geod. Az  |
 DD2051|                                                           dddmmss.s |
 DD2051| DD2050 022 029 AZ MK                       469.049 METERS 0513808.8 |
 DD2051| DD2052 022 029 RM 1                         14.554 METERS 21452     |
 DD2051|---------------------------------------------------------------------|
 DD2051
 DD2051                          SUPERSEDED SURVEY CONTROL
 DD2051
 DD2051  NAD 83(2001)-  33 19 32.86729(N)    079 34 14.49851(W) AD(       ) 2
 DD2051  NAD 83(1986)-  33 19 32.87810(N)    079 34 14.50196(W) AD(       ) 2
 DD2051  NAD 27      -  33 19 32.27576(N)    079 34 15.26568(W) AD(       ) 2
 DD2051  NAVD 88 (06/15/91)    9.958  (m)           32.67   (f) ADJUSTED    1 2
 DD2051  NGVD 29 (03/21/89)   10.260  (m)           33.66   (f) ADJUSTED    1 2
 DD2051
 DD2051.Superseded values are not recommended for survey control.
 DD2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2051.See file dsdata.txt to determine how the superseded data were derived.
 DD2051
 DD2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3303288317(NAD 83)
 DD2051_MARKER: DD = SURVEY DISK
 DD2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2051_SP_SET: CONCRETE POST
 DD2051_STAMPING: HORZ 022 029 1981
 DD2051_MARK LOGO: SCGS  
 DD2051_PROJECTION: FLUSH
 DD2051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2051+STABILITY: SURFACE MOTION
 DD2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2051+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2051
 DD2051  HISTORY     - Date     Condition        Report By
 DD2051  HISTORY     - 1981     MONUMENTED       SCGS
 DD2051  HISTORY     - 1987     GOOD             SCGS
 DD2051  HISTORY     - 19940612 GOOD             USPSQD
 DD2051  HISTORY     - 20031209 GOOD             SCGS
 DD2051  HISTORY     - 20040605 GOOD             USPSQD
 DD2051
 DD2051                          STATION DESCRIPTION
 DD2051
 DD2051'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2051'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF JAMESTOWN AND ALONG
 DD2051'THE NORTH SIDE OF COUNTY ROAD S-22-387.
 DD2051'
 DD2051'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD2051'521 AND 17A AT SAMPIT, GO SOUTH ON HIGHWAY 17A FOR 7.8 MILES TO STATE
 DD2051'ROAD S-22-387 ON THE LEFT AT A CURVE IN ROAD.  TURN LEFT ON ROAD
 DD2051'S-22-387 GO EAST FOR 0.3 MILE TO STATION ON LEFT AS DESCRIBED.
 DD2051'(0.1 MI) PAST S-22-389, BY A STEEL SUPPORTED TRANSMISSION LINES.
 DD2051'
 DD2051'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2051'---022 029 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD2051'INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND LOCATED 25.9
 DD2051'METERS N FROM THE CENTER OF ROAD 387, 15.3 METERS NNE FROM A METAL
 DD2051'WITNESS POST, 19.2 METERS S FROM THE THE MOST SOUTHERLY TRANSMISSION
 DD2051'LINE, 15.2 METERS NNE FROM A POWER LINE POLE, AND 16.6 METERS N FROM
 DD2051'THE THE EAST ONE OF FIVE PINE TREES.
 DD2051'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2051'DISK STAMPED---022 029 1981---SET INTO AN IRREGULAR MASS OF
 DD2051'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD2051'
 DD2051'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2051'DISK STAMPED---022 029 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2051'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 2 INCHES ABOVE THE
 DD2051'GROUND LOCATED 12.8 METERS N FROM THE CENTER OF ROAD 387,  0.7 METERS
 DD2051'NE FROM THE POWER LINE POLE,  0.7 METERS NE FROM A METAL WITNESS
 DD2051'POST,  6.2 METERS NW FROM THE THE EAST 1 OF 5 PINE TREES, AND IS
 DD2051'LEVEL WITH THE STATION.
 DD2051'
 DD2051'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED---022
 DD2051'029 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD2051'INCHES IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED  4.9
 DD2051'METERS SE FROM THE CENTER OF TRACK ROAD,  0.7 METERS W FROM THE POWER
 DD2051'LINE POLE NO 112,  0.6 METERS W FROM METAL WITNESS POST, AND  6.2
 DD2051'METERS NNW FROM THE POWER LINE POLE.
 DD2051'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON ROAD 387 FOR
 DD2051'0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTHWEST FOR 0.2 MILE TO
 DD2051'WHERE TRANSMISSION LINES CROSS ROAD.  TURN RIGHT FOLLOWING THE
 DD2051'TRANSMISSION LINES FOR 0.1 MILE TO MARK AS DESCRIBED.
 DD2051
 DD2051                          STATION RECOVERY (1987)
 DD2051
 DD2051'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2051'12.2 KM (7.6 MI) ENE FROM JAMESTOWN.
 DD2051'9.4 KM (5.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD2051'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 DD2051'STATE ROAD 45 IN JAMESTOWN TO THE JUNCTION OF U.S. HIGHWAY 17
 DD2051'ALTERNATE, THENCE 8.3 KM (5.15 MI) EASTERLY ALONG HIGHWAY 17
 DD2051'ALTERNATE TO A FORK (STATE ROAD 387), KEEP RIGHT 0.5 KM (0.3 MI) EAST
 DD2051'ALONG ROAD 387, SET NEAR THE EAST EDGE OF A CLEARING FOR A
 DD2051'HIGH-TENSION POWER LINE, 0.15 KM (0.1 MI) EAST OF THE JUNCTION OF
 DD2051'STATE ROAD 388, 26.2 METERS (86.0 FT) NORTH-NORTHEAST OF THE CENTER
 DD2051'OF THE ROAD, 12.05 METERS (39.5 FT) NORTHWEST OF A BLAZED 11-INCH
 DD2051'PINE TREE, 14.56 METERS (47.8 FT) NORTHEAST OF SURVEY MARK 022 029 RM
 DD2051'1 SCGS, 15.33 METERS (50.3 FT) NORTHEAST OF A POWER POLE.
 DD2051'THE MARK IS 0.29 METERS  SSW FROM  A WITNESS POST
 DD2051'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2051
 DD2051                          STATION RECOVERY (1994)
 DD2051
 DD2051'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2051'RECOVERED IN GOOD CONDITION.
 DD2051
 DD2051                          STATION RECOVERY (2003)
 DD2051
 DD2051'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD2051'STATION IS LOCATED 7.6 MILES EAST NORTHEAST OF JAMESTOWN, 16.3 MILES
 DD2051'WEST SOUTHWEST OF  GEORGETOWN. OWNERSHIP--SANTEE COOPER SURVEY
 DD2051'DEPARTMENT, ROUTE 1 RIVERWOOD DRIVE,  MONCKS CORNER, SC 29461, PHONE
 DD2051'843-761-4029. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD2051'17 ALTERNATE (SAINT DELIGHT  ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD2051'ROAD), 5.65 MILES NORTH NORTHEAST OF  JAMESTOWN, GO SOUTHEAST ON
 DD2051'HIGHWAY 17 ALTERNATE FOR 5.15 MILES TO THE JUNCTION  OF STATE ROAD 387
 DD2051'(WALKER ROAD), BEAR RIGHT ON ROAD 387 FOR 0.3 MILE TO THE JUNCTION  OF
 DD2051'STATE ROAD 388 (DAWHOO LAKE ROAD) AND A HIGH TENSION POWER LINE RIGHT
 DD2051'OF WAY  LEFT, BEAR LEFT HEADING EAST ALONG THE POWER LINE RIGHT OF WAY
 DD2051'FOR 0.05 MILE TO THE  STATION ON THE RIGHT IN A WOODED AREA. STATION
 DD2051'IS A CONCRETE POST FLUSH WITH THE GROUND, 47.8 FEET NORTHEAST OF
 DD2051'SURVEY  STATION 022 029 RM 1, 53.8 FEET NORTH NORTHWEST OF A POWER
 DD2051'POLE 029126/SP375A/SP375B  WITH TWO TRANSFORMERS, 45.4 FEET NORTH
 DD2051'NORTHEAST OF A POWER POLE WITH A SCGS  REFERENCE WASHER ATTACHED, 17.4
 DD2051'FEET SOUTH OF A 0.25-FOOT PINE TREE WITH A SCGS  REFERENCE WASHER
 DD2051'ATTACHED, 2.6 FEET NORTHWEST OF A WITNESS POST. NOTE-STATION IS
 DD2051'INTERVISIBLE WITH SURVEY STATION 022 029 AZ MK. NOTE-STATION IS
 DD2051'CONSIDERED MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY T. HALL.
 DD2051
 DD2051                          STATION RECOVERY (2004)
 DD2051
 DD2051'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2051'METAL WP IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2050 ***********************************************************************
 DD2050  DESIGNATION -  022 029 AZ MK
 DD2050  PID         -  DD2050
 DD2050  STATE/COUNTY-  SC/GEORGETOWN
 DD2050  USGS QUAD   -  CEDAR CREEK (1973)
 DD2050
 DD2050                         *CURRENT SURVEY CONTROL
 DD2050  ___________________________________________________________________
 DD2050* NAD 83(2001)-  33 19 42.31740(N)    079 34 00.28319(W)     ADJUSTED  
 DD2050* NAVD 88     -         9.786  (meters)      32.11   (feet)  ADJUSTED  
 DD2050  ___________________________________________________________________
 DD2050  X           -     966,029.806 (meters)                     COMP
 DD2050  Y           -  -5,246,330.944 (meters)                     COMP
 DD2050  Z           -   3,484,436.515 (meters)                     COMP
 DD2050  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 DD2050  ELLIP HEIGHT-         -23.93  (meters)          (10/01/04) GPS OBS
 DD2050  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DD2050  DYNAMIC HT  -           9.776 (meters)      32.07  (feet)  COMP
 DD2050  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DD2050
 DD2050  HORZ ORDER  -  FIRST
 DD2050  VERT ORDER  -  FIRST     CLASS II
 DD2050  ELLP ORDER  -  FOURTH    CLASS I
 DD2050
 DD2050.The horizontal coordinates were established by GPS observations
 DD2050.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD2050
 DD2050.The orthometric height was determined by differential leveling
 DD2050.and adjusted by the National Geodetic Survey in June 1991..
 DD2050
 DD2050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2050
 DD2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2050
 DD2050.The ellipsoidal height was determined by GPS observations
 DD2050.and is referenced to NAD 83.
 DD2050
 DD2050.The geoid height was determined by GEOID03.
 DD2050
 DD2050.The dynamic height is computed by dividing the NAVD 88
 DD2050.geopotential number by the normal gravity value computed on the
 DD2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2050.degrees latitude (g = 980.6199 gals.).
 DD2050
 DD2050.The modeled gravity was interpolated from observed gravity values.
 DD2050
 DD2050;                    North         East     Units Scale Factor Converg.
 DD2050;SPC SC       -   166,726.065   743,014.354   MT  0.99981125   +0 47 40.5
 DD2050;SPC SC       -   547,001.53  2,437,711.14   iFT  0.99981125   +0 47 40.5
 DD2050;UTM  17      - 3,688,613.569   633,395.998   MT  0.99981939   +0 47 15.4
 DD2050
 DD2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2050!SPC SC       -   1.00000376  x   0.99981125  =   0.99981501
 DD2050!UTM  17      -   1.00000376  x   0.99981939  =   0.99982315
 DD2050
 DD2050:                Primary Azimuth Mark                     Grid Az
 DD2050:SPC SC       -  022 029                                  230 50 36.1
 DD2050:UTM  17      -  022 029                                  230 51 01.2
 DD2050
 DD2050|---------------------------------------------------------------------|
 DD2050| PID    Reference Object                     Distance      Geod. Az  |
 DD2050|                                                           dddmmss.s |
 DD2050| DD2051 022 029                             469.049 METERS 2313816.6 |
 DD2050|---------------------------------------------------------------------|
 DD2050
 DD2050                          SUPERSEDED SURVEY CONTROL
 DD2050
 DD2050  NAD 83(2001)-  33 19 42.31763(N)    079 34 00.27788(W) AD(       ) 2
 DD2050  NAD 83(1986)-  33 19 42.32851(N)    079 34 00.28139(W) AD(       ) 2
 DD2050  NAD 27      -  33 19 41.72580(N)    079 34 01.04495(W) AD(       ) 2
 DD2050  NAVD 88 (10/01/04)    9.79   (m)           32.1    (f) LEVELING    3  
 DD2050  NGVD 29 (03/21/89)   10.088  (m)           33.10   (f) ADJUSTED    1 2
 DD2050
 DD2050.Superseded values are not recommended for survey control.
 DD2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2050.See file dsdata.txt to determine how the superseded data were derived.
 DD2050
 DD2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS3339688614(NAD 83)
 DD2050_MARKER: DD = SURVEY DISK
 DD2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2050_SP_SET: CONCRETE POST
 DD2050_STAMPING: AZ MK 022 029 1981
 DD2050_MARK LOGO: SCGS  
 DD2050_PROJECTION: FLUSH
 DD2050_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2050+STABILITY: SURFACE MOTION
 DD2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2050+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2050
 DD2050  HISTORY     - Date     Condition        Report By
 DD2050  HISTORY     - 1981     MONUMENTED       MJH
 DD2050  HISTORY     - 1987     GOOD             SCGS
 DD2050  HISTORY     - 19940612 GOOD             USPSQD
 DD2050  HISTORY     - 20031209 GOOD             SCGS
 DD2050  HISTORY     - 20040605 GOOD             USPSQD
 DD2050
 DD2050                          STATION DESCRIPTION
 DD2050
 DD2050'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2050'12.7 KM (7.9 MI) ENE FROM JAMESTOWN.
 DD2050'9.4 KM (5.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD2050'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 DD2050'STATE HIGHWAY 45 IN JAMESTOWN TO THE JUNCTION OF U.S. HIGHWAY 17
 DD2050'ALTERNATE, THENCE 8.3 KM (5.15 MI) EASTERLY ALONG HIGHWAY 17
 DD2050'ALTERNATE TO A FORK (STATE ROAD 387), KEEP LEFT 0.7 KM (0.45 MI)
 DD2050'NORTHEAST ALONG HIGHWAY 17 ALTERNATE, THENCE 0.25 KM (0.15 MI)
 DD2050'SOUTHEAST ALONG STATE ROAD 389, THENCE 0.25 KM (0.15 MI) NORTHEAST
 DD2050'ALONG A HIGH-TENSION POWER LINE, SET NEAR POWER POLE NUMBER 112 IN
 DD2050'THE SOUTHEAST SET OF POWER LINES, 5.0 METERS (16.4 FT)
 DD2050'SOUTH-SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 0.94 METER (3.1 FT)
 DD2050'WEST OF THE POWER POLE, 155.0 METERS (508.5 FT) EAST-NORTHEAST OF THE
 DD2050'CENTER OF ROAD 389.
 DD2050'THE MARK IS 0.75 METERS  W FROM  A WITNESS POST
 DD2050
 DD2050                          STATION RECOVERY (1994)
 DD2050
 DD2050'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2050'RECOVERED IN GOOD CONDITION.
 DD2050
 DD2050                          STATION RECOVERY (2003)
 DD2050
 DD2050'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD2050'STATION IS LOCATED 7.9 MILES NORTHEAST OF JAMESTOWN, 16.05 MILES WEST
 DD2050'OF GEORGETOWN.  OWNERSHIP--SANTEE COOPER SURVEY DEPARTMENT, ROUTE 1
 DD2050'RIVERWOOD DRIVE, MONCKS  CORNER, SC 29461, PHONE 843-761-4029. TO
 DD2050'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD2050'(SAINT DELIGHT  ROAD) AND STATE HIGHWAY 41 (COUNTY LINE ROAD), 5.65
 DD2050'MILES NORTH NORTHEAST OF  JAMESTOWN, GO SOUTHEAST ON HIGHWAY 17
 DD2050'ALTERNATE FOR 5.15 MILES TO THE JUNCTION  OF STATE ROAD 387 (WALKER
 DD2050'ROAD), BEAR LEFT ON HIGHWAY 17 ALTERNATE FOR 0.4 MILE TO  THE JUNCTION
 DD2050'OF STATE ROAD 389 (WINDUM DRIVE), TURN RIGHT ON ROAD 389 FOR 0.15 MILE
 DD2050'TO THE JUNCTION OF AN OVERHEAD HIGH TENSION POWER LINE AND RIGHT OF
 DD2050'WAY, TURN  LEFT ON THE POWER LINE RIGHT OF WAY FOR 0.1 MILE TO THE
 DD2050'STATION ON THE RIGHT AT THE  BASE OF A LARGE DOUBLE POWER POLE NUMBER
 DD2050'112. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 3.3 FEET WEST
 DD2050'OF THE LARGE POWER  POLE, 20.4 FEET NORTHWEST OF THE SOUTHEAST LEG OF
 DD2050'THE DOUBLE POWER POLE, 2.0 FEET  WEST SOUTHWEST OF A WITNESS POST.
 DD2050'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 022 029. RECOVERED BY
 DD2050'T. HALL.
 DD2050
 DD2050                          STATION RECOVERY (2004)
 DD2050
 DD2050'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2052 ***********************************************************************
 DD2052  DESIGNATION -  022 029 RM 1
 DD2052  PID         -  DD2052
 DD2052  STATE/COUNTY-  SC/GEORGETOWN
 DD2052  USGS QUAD   -  CEDAR CREEK (1973)
 DD2052
 DD2052                         *CURRENT SURVEY CONTROL
 DD2052  ___________________________________________________________________
 DD2052* NAD 83(1986)-  33 19 33.     (N)    079 34 14.     (W)     SCALED    
 DD2052* NAVD 88     -        10.274  (meters)      33.71   (feet)  ADJUSTED  
 DD2052  ___________________________________________________________________
 DD2052  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DD2052  DYNAMIC HT  -          10.263 (meters)      33.67  (feet)  COMP
 DD2052  MODELED GRAV-     979,569.6   (mgal)                       NAVD 88
 DD2052
 DD2052  VERT ORDER  -  FIRST     CLASS II
 DD2052
 DD2052.The horizontal coordinates were scaled from a topographic map and have
 DD2052.an estimated accuracy of +/- 6 seconds.
 DD2052
 DD2052.The orthometric height was determined by differential leveling
 DD2052.and adjusted by the National Geodetic Survey in June 1991..
 DD2052
 DD2052.The geoid height was determined by GEOID03.
 DD2052
 DD2052.The dynamic height is computed by dividing the NAVD 88
 DD2052.geopotential number by the normal gravity value computed on the
 DD2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2052.degrees latitude (g = 980.6199 gals.).
 DD2052
 DD2052.The modeled gravity was interpolated from observed gravity values.
 DD2052
 DD2052;                    North         East    Units  Estimated Accuracy
 DD2052;SPC SC       -   166,430.      742,660.      MT  (+/- 180 meters Scaled)
 DD2052
 DD2052                          SUPERSEDED SURVEY CONTROL
 DD2052
 DD2052  NGVD 29 (03/21/89)   10.576  (m)           34.70   (f) ADJUSTED    1 2
 DD2052
 DD2052.Superseded values are not recommended for survey control.
 DD2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2052.See file dsdata.txt to determine how the superseded data were derived.
 DD2052
 DD2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS330883(NAD 83)
 DD2052_MARKER: DD = SURVEY DISK
 DD2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2052_SP_SET: CONCRETE POST
 DD2052_STAMPING: RM 1 022 029 1981
 DD2052_MARK LOGO: SCGS  
 DD2052_PROJECTION: PROJECTING 5 CENTIMETERS
 DD2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2052+STABILITY: SURFACE MOTION
 DD2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2052+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2052
 DD2052  HISTORY     - Date     Condition        Report By
 DD2052  HISTORY     - 1981     MONUMENTED       SCGS
 DD2052  HISTORY     - 1987     GOOD             SCGS
 DD2052  HISTORY     - 19940612 GOOD             USPSQD
 DD2052  HISTORY     - 20040605 GOOD             USPSQD
 DD2052
 DD2052                          STATION DESCRIPTION
 DD2052
 DD2052'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2052'12.2 KM (7.6 MI) ENE FROM JAMESTOWN.
 DD2052'9.4 KM (5.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD2052'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 DD2052'STATE HIGHWAY 45 IN JAMESTOWN TO THE JUNCTION OF U.S. HIGHWAY 17
 DD2052'ALTERNATE, THENCE 8.3 KM (5.15 MI) EASTERLY ALONG HIGHWAY 17
 DD2052'ALTERNATE TO A FORK (STATE ROAD 387), KEEP RIGHT 0.5 KM (0.3 MI) EAST
 DD2052'ALONG ROAD 387, SET NEAR A POWER POLE, 0.15 KM (0.1 MI) EAST OF THE
 DD2052'JUNCTION OF STATE ROAD 388, 12.9 METERS (42.3 FT) NORTH-NORTHEAST OF
 DD2052'THE CENTER OF THE ROAD, 0.76 METER (2.5 FT) NORTHEAST OF THE POWER
 DD2052'POLE, 6.45 METERS (21.2 FT) NORTHWEST OF A 22-INCH PINE TREE, 22.95
 DD2052'METERS (75.3 FT) EAST-SOUTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY
 DD2052'TO A SHINGLE-SIDED HOUSE.
 DD2052'THE MARK IS 0.86 METERS  NE FROM  A WITNESS POST
 DD2052'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2052
 DD2052                          STATION RECOVERY (1994)
 DD2052
 DD2052'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2052'RECOVERED IN GOOD CONDITION.
 DD2052
 DD2052                          STATION RECOVERY (2004)
 DD2052
 DD2052'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2027 ***********************************************************************
 DD2027  DESIGNATION -  022 030
 DD2027  PID         -  DD2027
 DD2027  STATE/COUNTY-  SC/GEORGETOWN
 DD2027  USGS QUAD   -  KILSOCK BAY (1973)
 DD2027
 DD2027                         *CURRENT SURVEY CONTROL
 DD2027  ___________________________________________________________________
 DD2027* NAD 83(2001)-  33 19 03.63045(N)    079 28 09.04000(W)     ADJUSTED  
 DD2027* NAVD 88     -        16.320  (meters)      53.54   (feet)  ADJUSTED  
 DD2027  ___________________________________________________________________
 DD2027  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 DD2027  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2027  DYNAMIC HT  -          16.303 (meters)      53.49  (feet)  COMP
 DD2027  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DD2027
 DD2027  HORZ ORDER  -  SECOND
 DD2027  VERT ORDER  -  FIRST     CLASS II
 DD2027
 DD2027.The horizontal coordinates were established by classical geodetic methods
 DD2027.and adjusted by the National Geodetic Survey in March 2004..
 DD2027
 DD2027.The orthometric height was determined by differential leveling
 DD2027.and adjusted by the National Geodetic Survey in June 1991..
 DD2027
 DD2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2027
 DD2027.The geoid height was determined by GEOID03.
 DD2027
 DD2027.The dynamic height is computed by dividing the NAVD 88
 DD2027.geopotential number by the normal gravity value computed on the
 DD2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2027.degrees latitude (g = 980.6199 gals.).
 DD2027
 DD2027.The modeled gravity was interpolated from observed gravity values.
 DD2027
 DD2027;                    North         East     Units Scale Factor Converg.
 DD2027;SPC SC       -   165,664.777   752,113.426   MT  0.99981238   +0 50 55.3
 DD2027;SPC SC       -   543,519.61  2,467,563.73   iFT  0.99981238   +0 50 55.3
 DD2027;UTM  17      - 3,687,551.090   642,495.142   MT  0.99985034   +0 50 27.6
 DD2027
 DD2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2027!SPC SC       -   1.00000277  x   0.99981238  =   0.99981515
 DD2027!UTM  17      -   1.00000277  x   0.99985034  =   0.99985311
 DD2027
 DD2027|---------------------------------------------------------------------|
 DD2027| PID    Reference Object                     Distance      Geod. Az  |
 DD2027|                                                           dddmmss.s |
 DD2027| DD2028 022 030 RM 1                         11.058 METERS 08354     |
 DD2027| DD2029 022 030 AZ MK                       252.497 METERS 35517     |
 DD2027|---------------------------------------------------------------------|
 DD2027
 DD2027                          SUPERSEDED SURVEY CONTROL
 DD2027
 DD2027  NAD 83(1986)-  33 19 03.64146(N)    079 28 09.04388(W) AD(       ) 2
 DD2027  NAD 27      -  33 19 03.04154(N)    079 28 09.82055(W) AD(       ) 2
 DD2027  NGVD 29 (03/21/89)   16.623  (m)           54.54   (f) ADJUSTED    1 2
 DD2027
 DD2027.Superseded values are not recommended for survey control.
 DD2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2027.See file dsdata.txt to determine how the superseded data were derived.
 DD2027
 DD2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4249587551(NAD 83)
 DD2027_MARKER: DD = SURVEY DISK
 DD2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2027_SP_SET: CONCRETE POST
 DD2027_STAMPING: HORZ 022 030 1981
 DD2027_MARK LOGO: SCGS  
 DD2027_PROJECTION: PROJECTING 4 CENTIMETERS
 DD2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2027+STABILITY: SURFACE MOTION
 DD2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2027+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2027
 DD2027  HISTORY     - Date     Condition        Report By
 DD2027  HISTORY     - 1981     MONUMENTED       SCGS
 DD2027  HISTORY     - 1987     GOOD             SCGS
 DD2027  HISTORY     - 1989     GOOD             USPSQD
 DD2027  HISTORY     - 20010331 MARK NOT FOUND   NGS
 DD2027  HISTORY     - 20040606 GOOD             USPSQD
 DD2027
 DD2027                          STATION DESCRIPTION
 DD2027
 DD2027'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2027'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF
 DD2027'COUNTY ROAD S-22-024 AND ABOUT 3 MILES SOUTH OF THE JUNCTION OF U.S.
 DD2027'HIGHWAYS 17A, 521 AND STATE HIGHWAY S-22- 024 AT THE SAMPIT COMMUNITY.
 DD2027'
 DD2027'TO REACH THE STATION FROM JUNCTION OF U.S.
 DD2027'HIGHWAY 17A AND STATE S-22-024.   TAKE
 DD2027'HIGHWAY S-22-024 AT SAMPIT, GO SOUTHERLY ON HIGHWAY S-22-024 FOR
 DD2027'2.25 MILES TO A ROAD RIGHT.  CONTINUE AHEAD FOR
 DD2027'1.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DD2027'
 DD2027'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2027'---022 030 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2027'CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND LOCATED 37.6
 DD2027'METERS NW FROM THE POWER LINE POLE NO 27 53, 25.4 METERS W FROM THE
 DD2027'CENTER OF HIGHWAY, 11.0 METERS W FROM A METAL WITNESS POST,  4.7
 DD2027'METERS N FROM THE CENTER OF TRACK ROAD, AND 22.2 METERS W FROM THE
 DD2027'WEST EDGE OF HIGHWAY.
 DD2027'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2027'DISK STAMPED---022 030 1981---SET INTO AN IRREGULAR MASS OF
 DD2027'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2027'
 DD2027'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2027'DISK STAMPED---022 030 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2027'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 3 INCHES ABOVE THE
 DD2027'GROUND LOCATED 14.4 METERS W FROM THE CENTER OF HIGHWAY, 35.3 METERS
 DD2027'NW FROM THE POWER LINE POLE NO 27 53,  3.4 METERS N FROM THE TRACK
 DD2027'ROAD,  0.3 METERS S FROM A METAL WITNESS POST, AND IS LEVEL WITH THE
 DD2027'STATION.
 DD2027'
 DD2027'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2027'STAMPED---022 030 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2027'MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND
 DD2027'LOCATED  7.9 METERS W FROM THE CENTER OF ROAD, 34.3 METERS N FROM THE
 DD2027'POWER LINE POLE,  0.8 METERS WNW FROM A METAL WITNESS POST, AND  5.8
 DD2027'METERS W FROM A WOODS ROAD.
 DD2027'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH ON HIGHWAY FOR 0.15
 DD2027'MILE TO WHERE ROAD CURVES TO LEFT AND MARK ON RIGHT AS DESCRIBED.
 DD2027
 DD2027                          STATION RECOVERY (1987)
 DD2027
 DD2027'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2027'17.0 KM (10.55 MI) SE FROM ANDREWS.
 DD2027'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2027'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2027'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2027'2.1 KM (1.3 MI) SOUTHWESTERLY ALONG HIGHWAY 17 ALTERNATE TO A FORK
 DD2027'(STATE ROAD 24), KEEP LEFT 5.45 KM (3.4 MI) SOUTHWEST AND SOUTHERLY
 DD2027'ALONG ROAD 24, SET IN A FIELD OF SAPLINGS (MOSTLY OAK), 0.55 KM (0.35
 DD2027'MI) NORTH OF THE JUNCTION OF STATE ROAD 608, 25.68 METERS (84.3 FT)
 DD2027'WEST OF THE CENTER OF THE ROAD, 11.05 METERS (36.3 FT) WEST OF SURVEY
 DD2027'MARK 022 030 RM 1 SCGS, 44.47 METERS (145.9 FT) WEST-NORTHWEST OF
 DD2027'POWER POLE NUMBER 27-53.
 DD2027'THE MARK IS 0.43 METERS  N FROM  A WITNESS POST
 DD2027'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2027
 DD2027                          STATION RECOVERY (1989)
 DD2027
 DD2027'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2027'RECOVERED IN GOOD CONDITION.
 DD2027
 DD2027                          STATION RECOVERY (2001)
 DD2027
 DD2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD2027'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DD2027
 DD2027                          STATION RECOVERY (2004)
 DD2027
 DD2027'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2029 ***********************************************************************
 DD2029  DESIGNATION -  022 030 AZ MK
 DD2029  PID         -  DD2029
 DD2029  STATE/COUNTY-  SC/GEORGETOWN
 DD2029  USGS QUAD   -  KILSOCK BAY (1973)
 DD2029
 DD2029                         *CURRENT SURVEY CONTROL
 DD2029  ___________________________________________________________________
 DD2029* NAD 83(2001)-  33 19 11.79839(N)    079 28 09.84302(W)     ADJUSTED  
 DD2029* NAVD 88     -        16.145  (meters)      52.97   (feet)  ADJUSTED  
 DD2029  ___________________________________________________________________
 DD2029  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 DD2029  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2029  DYNAMIC HT  -          16.127 (meters)      52.91  (feet)  COMP
 DD2029  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 DD2029
 DD2029  HORZ ORDER  -  SECOND
 DD2029  VERT ORDER  -  FIRST     CLASS II
 DD2029
 DD2029.The horizontal coordinates were established by classical geodetic methods
 DD2029.and adjusted by the National Geodetic Survey in March 2004..
 DD2029
 DD2029.The orthometric height was determined by differential leveling
 DD2029.and adjusted by the National Geodetic Survey in June 1991..
 DD2029
 DD2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2029
 DD2029.The geoid height was determined by GEOID03.
 DD2029
 DD2029.The dynamic height is computed by dividing the NAVD 88
 DD2029.geopotential number by the normal gravity value computed on the
 DD2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2029.degrees latitude (g = 980.6199 gals.).
 DD2029
 DD2029.The modeled gravity was interpolated from observed gravity values.
 DD2029
 DD2029;                    North         East     Units Scale Factor Converg.
 DD2029;SPC SC       -   165,916.036   752,088.936   MT  0.99981214   +0 50 54.8
 DD2029;SPC SC       -   544,343.95  2,467,483.39   iFT  0.99981214   +0 50 54.8
 DD2029;UTM  17      - 3,687,802.361   642,470.685   MT  0.99985026   +0 50 27.3
 DD2029
 DD2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2029!SPC SC       -   1.00000280  x   0.99981214  =   0.99981494
 DD2029!UTM  17      -   1.00000280  x   0.99985026  =   0.99985306
 DD2029
 DD2029                          SUPERSEDED SURVEY CONTROL
 DD2029
 DD2029  NAD 83(1986)-  33 19 11.80940(N)    079 28 09.84693(W) AD(       ) 2
 DD2029  NAD 27      -  33 19 11.20971(N)    079 28 10.62315(W) AD(       ) 2
 DD2029  NGVD 29 (03/21/89)   16.448  (m)           53.96   (f) ADJUSTED    1 2
 DD2029
 DD2029.Superseded values are not recommended for survey control.
 DD2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2029.See file dsdata.txt to determine how the superseded data were derived.
 DD2029
 DD2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4247187802(NAD 83)
 DD2029_MARKER: DD = SURVEY DISK
 DD2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2029_SP_SET: CONCRETE POST
 DD2029_STAMPING: AZ MK 022 030 1981
 DD2029_MARK LOGO: SCGS  
 DD2029_PROJECTION: PROJECTING 1 CENTIMETERS
 DD2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2029+STABILITY: SURFACE MOTION
 DD2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2029+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2029
 DD2029  HISTORY     - Date     Condition        Report By
 DD2029  HISTORY     - 1981     MONUMENTED       MJH
 DD2029  HISTORY     - 1987     GOOD             SCGS
 DD2029  HISTORY     - 1989     GOOD             USPSQD
 DD2029  HISTORY     - 20040606 GOOD             USPSQD
 DD2029
 DD2029                          STATION DESCRIPTION
 DD2029
 DD2029'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2029'16.7 KM (10.4 MI) SE FROM ANDREWS.
 DD2029'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2029'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2029'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2029'2.1 KM (1.3 MI) SOUTHWESTERLY ALONG HIGHWAY 17 ALTERNATE TO A FORK
 DD2029'(STATE ROAD 24), KEEP LEFT 5.25 KM (3.25 MI) SOUTHWEST AND SOUTHERLY
 DD2029'ALONG ROAD 24, SET AT THE TOP OF A DITCH BANK AT THE EDGE OF THE
 DD2029'WOODS, 0.8 KM (0.5 MI) NORTH OF THE JUNCTION OF STATE ROAD 608, 8.05
 DD2029'METERS (26.4 FT) EAST OF THE CENTER OF THE ROAD, 34.85 METERS (114.3
 DD2029'FT) NORTH-NORTHWEST OF A POWER POLE, 10.25 METERS (33.6 FT) SOUTH OF
 DD2029'A 12-INCH BLAZED PINE TREE, 64.0 METERS (210.0 FT) NORTH OF A ROAD
 DD2029'CURVE SIGN.
 DD2029'THE MARK IS 0.39 METERS  W FROM  A WITNESS POST
 DD2029'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2029
 DD2029                          STATION RECOVERY (1989)
 DD2029
 DD2029'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2029'RECOVERED IN GOOD CONDITION.
 DD2029
 DD2029                          STATION RECOVERY (2004)
 DD2029
 DD2029'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2028 ***********************************************************************
 DD2028  DESIGNATION -  022 030 RM 1
 DD2028  PID         -  DD2028
 DD2028  STATE/COUNTY-  SC/GEORGETOWN
 DD2028  USGS QUAD   -  KILSOCK BAY (1973)
 DD2028
 DD2028                         *CURRENT SURVEY CONTROL
 DD2028  ___________________________________________________________________
 DD2028* NAD 83(1986)-  33 19 04.     (N)    079 28 09.     (W)     SCALED    
 DD2028* NAVD 88     -        16.038  (meters)      52.62   (feet)  ADJUSTED  
 DD2028  ___________________________________________________________________
 DD2028  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2028  DYNAMIC HT  -          16.021 (meters)      52.56  (feet)  COMP
 DD2028  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DD2028
 DD2028  VERT ORDER  -  FIRST     CLASS II
 DD2028
 DD2028.The horizontal coordinates were scaled from a topographic map and have
 DD2028.an estimated accuracy of +/- 6 seconds.
 DD2028
 DD2028.The orthometric height was determined by differential leveling
 DD2028.and adjusted by the National Geodetic Survey in June 1991..
 DD2028
 DD2028.The geoid height was determined by GEOID03.
 DD2028
 DD2028.The dynamic height is computed by dividing the NAVD 88
 DD2028.geopotential number by the normal gravity value computed on the
 DD2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2028.degrees latitude (g = 980.6199 gals.).
 DD2028
 DD2028.The modeled gravity was interpolated from observed gravity values.
 DD2028
 DD2028;                    North         East    Units  Estimated Accuracy
 DD2028;SPC SC       -   165,680.      752,110.      MT  (+/- 180 meters Scaled)
 DD2028
 DD2028                          SUPERSEDED SURVEY CONTROL
 DD2028
 DD2028  NGVD 29 (03/21/89)   16.341  (m)           53.61   (f) ADJUSTED    1 2
 DD2028
 DD2028.Superseded values are not recommended for survey control.
 DD2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2028.See file dsdata.txt to determine how the superseded data were derived.
 DD2028
 DD2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS424875(NAD 83)
 DD2028_MARKER: DD = SURVEY DISK
 DD2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2028_SP_SET: CONCRETE POST
 DD2028_STAMPING: RM 1 022 030 1981
 DD2028_MARK LOGO: SCGS  
 DD2028_PROJECTION: FLUSH
 DD2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2028+STABILITY: SURFACE MOTION
 DD2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2028+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2028
 DD2028  HISTORY     - Date     Condition        Report By
 DD2028  HISTORY     - 1981     MONUMENTED       SCGS
 DD2028  HISTORY     - 1987     GOOD             SCGS
 DD2028  HISTORY     - 1989     GOOD             USPSQD
 DD2028  HISTORY     - 20040606 GOOD             USPSQD
 DD2028
 DD2028                          STATION DESCRIPTION
 DD2028
 DD2028'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2028'17.0 KM (10.55 MI) SE FROM ANDREWS.
 DD2028'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2028'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2028'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2028'2.1 KM (1.3 MI) SOUTHWESTERLY ALONG HIGHWAY 17 ALTERNATE TO A FORK
 DD2028'(STATE ROAD 24), KEEP LEFT 5.45 KM (3.4 MI) SOUTHWEST AND SOUTHERLY
 DD2028'ALONG ROAD 24, SET NEAR A FIRE DITCH IN A FIELD OF SAPLINGS (MOSTLY
 DD2028'OAK), 0.55 KM (0.35 MI) NORTH OF THE JUNCTION OF STATE ROAD 608,
 DD2028'14.63 METERS (48.0 FT) WEST OF THE CENTER OF THE ROAD, 35.35 METERS
 DD2028'(116.0 FT) NORTHWEST OF A POWER POLE NUMBER 27-53, 11.05 METERS (36.3
 DD2028'FT) EAST OF SURVEY MARK 022 030 SCGS.
 DD2028'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 DD2028'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2028
 DD2028                          STATION RECOVERY (1989)
 DD2028
 DD2028'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2028'RECOVERED IN GOOD CONDITION.
 DD2028
 DD2028                          STATION RECOVERY (2004)
 DD2028
 DD2028'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3047 ***********************************************************************
 DD3047  DESIGNATION -  022 031
 DD3047  PID         -  DD3047
 DD3047  STATE/COUNTY-  SC/GEORGETOWN
 DD3047  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD3047
 DD3047                         *CURRENT SURVEY CONTROL
 DD3047  ___________________________________________________________________
 DD3047* NAD 83(2001)-  33 16 32.52370(N)    079 21 06.93160(W)     ADJUSTED  
 DD3047* NAVD 88     -         9.4    (meters)      31.     (feet)  VERTCON   
 DD3047  ___________________________________________________________________
 DD3047  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 DD3047  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DD3047
 DD3047  HORZ ORDER  -  SECOND
 DD3047
 DD3047.The horizontal coordinates were established by classical geodetic methods
 DD3047.and adjusted by the National Geodetic Survey in March 2004..
 DD3047
 DD3047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3047
 DD3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3047
 DD3047.The geoid height was determined by GEOID03.
 DD3047
 DD3047;                    North         East     Units Scale Factor Converg.
 DD3047;SPC SC       -   161,178.775   763,102.479   MT  0.99981711   +0 54 49.3
 DD3047;SPC SC       -   528,801.76  2,503,617.06   iFT  0.99981711   +0 54 49.3
 DD3047;UTM  17      - 3,683,063.214   653,484.141   MT  0.99989045   +0 54 15.9
 DD3047
 DD3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3047!SPC SC       -   1.00000390  x   0.99981711  =   0.99982101
 DD3047!UTM  17      -   1.00000390  x   0.99989045  =   0.99989435
 DD3047
 DD3047:                Primary Azimuth Mark                     Grid Az
 DD3047:SPC SC       -  022 031 AZ MK                            013 11 31.8
 DD3047:UTM  17      -  022 031 AZ MK                            013 12 05.2
 DD3047
 DD3047|---------------------------------------------------------------------|
 DD3047| PID    Reference Object                     Distance      Geod. Az  |
 DD3047|                                                           dddmmss.s |
 DD3047| DD3046 022 031 AZ MK                       APPROX. 1.1 KM 0140621.1 |
 DD3047| DD3710 022 031 RM 1                          6.275 METERS 02128     |
 DD3047|---------------------------------------------------------------------|
 DD3047
 DD3047                          SUPERSEDED SURVEY CONTROL
 DD3047
 DD3047  NAD 83(1986)-  33 16 32.53472(N)    079 21 06.93554(W) AD(       ) 2
 DD3047  NAD 27      -  33 16 31.93418(N)    079 21 07.73254(W) AD(       ) 2
 DD3047  NGVD 29 (07/19/86)    9.7    (m)           32.     (f) VERT ANG       
 DD3047
 DD3047.Superseded values are not recommended for survey control.
 DD3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3047.See file dsdata.txt to determine how the superseded data were derived.
 DD3047
 DD3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5348483063(NAD 83)
 DD3047_MARKER: DD = SURVEY DISK
 DD3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3047+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD3047
 DD3047  HISTORY     - Date     Condition        Report By
 DD3047  HISTORY     - 1981     MONUMENTED       SCGS
 DD3047  HISTORY     - 20040606 GOOD             USPSQD
 DD3047
 DD3047                          STATION DESCRIPTION
 DD3047
 DD3047'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3047'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTHWEST OF
 DD3047'GEORGETOWN, IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 17.  FOR
 DD3047'INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER,
 DD3047'P.O. BOX 191, COLUMBIA, S.C. 29202, TELEPHONE (803) 758-3414.
 DD3047'
 DD3047'TO REACH THE STATION FROM THE SAMPIT RIVER BRIDGE AT THE SOUTH EDGE
 DD3047'OF GEORGETOWN, GO SOUTHERLY ON U.S. HIGHWAY 17 FOR 9.8 KM (6.1 MI) TO
 DD3047'THE WINYAH LOOKOUT TOWER ON LEFT, CONTINUE AHEAD ON U.S. HIGHWAY 17
 DD3047'FOR 0.8 KM (0.5 MI) TO THE STATION ON LEFT.
 DD3047'
 DD3047'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3047'---022 031 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3047'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.3 METERS ESE FROM
 DD3047'METAL WITNESS POST,  2.4 METERS NE FROM THE 14 INCH OAK TREE, 15.7
 DD3047'METERS SE FROM CENTER OF NORTHBOUND LANE OF HIGHWAY 17,  6.2 METERS
 DD3047'SW FROM METAL WITNESS POST AT RM 1, AND  4.2 METERS NW FROM 16 INCH
 DD3047'PINE TREE.
 DD3047'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3047'DISK STAMPED---022 031 1981---SET INTO AN IRREGULAR MASS OF
 DD3047'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3047'
 DD3047'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3047'DISK STAMPED---RM 1 022 021 1981---SET INTO THE TOP OF A ROUND
 DD3047'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3047'0.3 METERS NW FROM METAL WITNESS POST, 15.8 METERS E FROM CENTER OF
 DD3047'NORTHBOUND LANE OF HIGHWAY 17,  6.4 METERS NE FROM METAL WITNESS POST
 DD3047'AT STATION,  1.5 METERS SW FROM 12 INCH OAK TREE, AND IS LEVEL WITH
 DD3047'THE STATION.
 DD3047'
 DD3047'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3047'STAMPED---022 031 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3047'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  IT IS LOCATED
 DD3047'0.9 M (3.0 FT) NE FROM A METAL WITNESS POST,
 DD3047'0.9 M (3.0 FT) NORTH FROM THE CENTER OF BELL ISLE SIGN,
 DD3047'6.8 M (22.5 FT) EAST FROM THE CENTER OF N-BOUND LANE OF HIGHWAY 17,
 DD3047'25.4 M (83.5 FT) NORTH FROM A CONCRETE CULVERT.
 DD3047'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD3047'GO NORTHERLY ON U.S. HIGHWAY 17 FOR 1.0 KM (0.65 MI) TO THE MARK ON
 DD3047'THE RIGHT.
 DD3047
 DD3047                          STATION RECOVERY (2004)
 DD3047
 DD3047'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD3047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3046 ***********************************************************************
 DD3046  DESIGNATION -  022 031 AZ MK
 DD3046  PID         -  DD3046
 DD3046  STATE/COUNTY-  SC/GEORGETOWN
 DD3046  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD3046
 DD3046                         *CURRENT SURVEY CONTROL
 DD3046  ___________________________________________________________________
 DD3046* NAD 83(2001)-  33 17 06.71011(N)    079 20 56.70311(W)     ADJUSTED  
 DD3046* NAVD 88     -        10.0    (meters)      33.     (feet)  VERTCON   
 DD3046  ___________________________________________________________________
 DD3046  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 DD3046  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DD3046
 DD3046  HORZ ORDER  -  SECOND
 DD3046
 DD3046.The horizontal coordinates were established by classical geodetic methods
 DD3046.and adjusted by the National Geodetic Survey in March 2004..
 DD3046
 DD3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3046
 DD3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3046
 DD3046.The geoid height was determined by GEOID03.
 DD3046
 DD3046;                    North         East     Units Scale Factor Converg.
 DD3046;SPC SC       -   162,235.892   763,350.271   MT  0.99981599   +0 54 55.0
 DD3046;SPC SC       -   532,269.99  2,504,430.02   iFT  0.99981599   +0 54 55.0
 DD3046;UTM  17      - 3,684,120.371   653,732.120   MT  0.99989139   +0 54 22.4
 DD3046
 DD3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3046!SPC SC       -   1.00000381  x   0.99981599  =   0.99981980
 DD3046!UTM  17      -   1.00000381  x   0.99989139  =   0.99989520
 DD3046
 DD3046                          SUPERSEDED SURVEY CONTROL
 DD3046
 DD3046  NAD 83(1986)-  33 17 06.72112(N)    079 20 56.70704(W) AD(       ) 2
 DD3046  NAD 27      -  33 17 06.12152(N)    079 20 57.50470(W) AD(       ) 2
 DD3046  NGVD 29 (07/19/86)   10.3    (m)           34.     (f) VERT ANG       
 DD3046
 DD3046.Superseded values are not recommended for survey control.
 DD3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3046.See file dsdata.txt to determine how the superseded data were derived.
 DD3046
 DD3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5373284120(NAD 83)
 DD3046_MARKER: DD = SURVEY DISK
 DD3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3046_SP_SET: CONCRETE POST
 DD3046_STAMPING: AZ MK 022 031 1981
 DD3046_MARK LOGO: SCGS  
 DD3046_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3046+STABILITY: SURFACE MOTION
 DD3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3046+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD3046
 DD3046  HISTORY     - Date     Condition        Report By
 DD3046  HISTORY     - 1981     MONUMENTED       SCGS
 DD3046  HISTORY     - 19930920 GOOD             SCGS
 DD3046  HISTORY     - 20040606 GOOD             USPSQD
 DD3046
 DD3046                          STATION DESCRIPTION
 DD3046
 DD3046'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3046'STATION IS LOCATED 7.0 MILES (11.3 KM) SOUTHWEST OF GEORGETOWN.
 DD3046'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3046'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3046'CENTER OF THE U.S. HIGHWAYS 17 AND 701 BRIDGE OVER THE SAMPIT RIVER
 DD3046'AT THE SOUTH EDGE OF GEORGETOWN, GO SOUTH ON HIGHWAYS 17 AND 701 FOR
 DD3046'0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 18, CONTINUE ON
 DD3046'HIGHWAYS 17 AND 701 FOR 5.4 MILES (8.7 KM) TO THE STATION ON THE LEFT
 DD3046'NEAR A SIGN (BELL ISLE), 0.15 MILE (0.24 KM) NORTH NORTHEAST OF THE
 DD3046'WINYAH FIRE TOWER. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 DD3046'0.9 METER (3.0 FT) NORTHEAST OF A WITNESS POST, 0.9 METER (3.0 FT)
 DD3046'NORTH OF THE CENTER OF THE BELL ISLE SIGN, 6.8 METERS (22.3 FT) EAST
 DD3046'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 25.4 METERS
 DD3046'(83.3 FT) NORTH OF A CONCRETE CULVERT.
 DD3046
 DD3046                          STATION RECOVERY (2004)
 DD3046
 DD3046'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD3046'ALSO FOUND 022 031 RM 1 AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3050 ***********************************************************************
 DD3050  DESIGNATION -  022 032
 DD3050  PID         -  DD3050
 DD3050  STATE/COUNTY-  SC/GEORGETOWN
 DD3050  USGS QUAD   -  KILSOCK BAY (1973)
 DD3050
 DD3050                         *CURRENT SURVEY CONTROL
 DD3050  ___________________________________________________________________
 DD3050* NAD 83(2001)-  33 15 03.93329(N)    079 22 30.25316(W)     ADJUSTED  
 DD3050* NAVD 88     -         8.6    (meters)      28.     (feet)  VERTCON   
 DD3050  ___________________________________________________________________
 DD3050  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 DD3050  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD3050
 DD3050  HORZ ORDER  -  SECOND
 DD3050
 DD3050.The horizontal coordinates were established by classical geodetic methods
 DD3050.and adjusted by the National Geodetic Survey in March 2004..
 DD3050
 DD3050.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3050
 DD3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3050
 DD3050.The geoid height was determined by GEOID03.
 DD3050
 DD3050;                    North         East     Units Scale Factor Converg.
 DD3050;SPC SC       -   158,416.169   760,989.835   MT  0.99982013   +0 54 03.1
 DD3050;SPC SC       -   519,738.09  2,496,685.81   iFT  0.99982013   +0 54 03.1
 DD3050;UTM  17      - 3,680,300.772   651,370.896   MT  0.99988251   +0 53 28.1
 DD3050
 DD3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3050!SPC SC       -   1.00000401  x   0.99982013  =   0.99982414
 DD3050!UTM  17      -   1.00000401  x   0.99988251  =   0.99988652
 DD3050
 DD3050:                Primary Azimuth Mark                     Grid Az
 DD3050:SPC SC       -  022 032 AZ MK                            183 22 32.3
 DD3050:UTM  17      -  022 032 AZ MK                            183 23 07.3
 DD3050
 DD3050|---------------------------------------------------------------------|
 DD3050| PID    Reference Object                     Distance      Geod. Az  |
 DD3050|                                                           dddmmss.s |
 DD3050| DD2970 022 032 AZ MK                       APPROX. 1.0 KM 1841635.4 |
 DD3050| DD3711 022 032 RM 1                          8.158 METERS 18908     |
 DD3050|---------------------------------------------------------------------|
 DD3050
 DD3050                          SUPERSEDED SURVEY CONTROL
 DD3050
 DD3050  NAD 83(1986)-  33 15 03.94434(N)    079 22 30.25710(W) AD(       ) 2
 DD3050  NAD 27      -  33 15 03.34096(N)    079 22 31.05080(W) AD(       ) 2
 DD3050  NGVD 29 (07/19/86)    8.9    (m)           29.     (f) VERT ANG       
 DD3050
 DD3050.Superseded values are not recommended for survey control.
 DD3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3050.See file dsdata.txt to determine how the superseded data were derived.
 DD3050
 DD3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5137180301(NAD 83)
 DD3050_MARKER: DD = SURVEY DISK
 DD3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3050_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3050
 DD3050  HISTORY     - Date     Condition        Report By
 DD3050  HISTORY     - 1981     MONUMENTED       SCGS
 DD3050
 DD3050                          STATION DESCRIPTION
 DD3050
 DD3050'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3050'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTH-SOUTHWEST OF
 DD3050'GEORGETOWN, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 17.  FOR
 DD3050'INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER,
 DD3050'P.O. BOX 191, COLUMBIA, S.C. 29202, TELEPHONE (803) 758-3414.
 DD3050'
 DD3050'TO REACH THE STATION FROM THE SAMPIT RIVER BRIDGE IN THE SOUTH EDGE
 DD3050'OF GEORGETOWN, GO SOUTHERLY ON U.S. HIGHWAY 17 FOR 9.8 KM (6.1 MI)TO
 DD3050'WINYAH LOOKOUT TOWER ON LEFT, CONTINUE 0.6 KM (1.4 MI) TO
 DD3050'TRIANGULATION STATION ON RIGHT, CONTINUE AHEAD ON U.S. HIGHWAY 17 FOR
 DD3050'0.6 KM (1.4 MI) TO THE STATION ON RIGHT.
 DD3050'
 DD3050'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3050'---022 032 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3050'CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND LOCATED  1.6
 DD3050'METERS SSE FROM POWER LINE POLE,  0.5 METERS SE FROM METAL WITNESS
 DD3050'POST,  8.8 METERS N FROM METAL WITNESS POST AT RM 1, 14.5 METERS W
 DD3050'FROM CENTER OF SOUTHBOUND LANE OF HIGHWAY 17, AND  5.6 METERS E FROM
 DD3050'PINE TREE WITH A WHITE PROPERTY BLAZE.
 DD3050'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3050'DISK STAMPED---022 032 1981---SET INTO AN IRREGULAR MASS OF
 DD3050'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3050'
 DD3050'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3050'DISK STAMPED---RM 1 022 032 1981---SET INTO THE TOP OF A ROUND
 DD3050'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3050'0.6 METERS E FROM METAL WITNESS POST, 15.2 METERS W FROM CENTER OF
 DD3050'SOUTHBOUND LANE OF HIGHWAY 17,  8.8 METERS S FROM METAL WITNESS POST
 DD3050'AT STATION, 11.8 METERS S FROM POWER LINE POLE, AND IS LEVEL WITH THE
 DD3050'STATION.
 DD3050'
 DD3050'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3050'STAMPED---022 032 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3050'MONUMENT 30 CM IN DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND
 DD3050'LOCATED  0.9 METERS E FROM METAL WITNESS POST,  1.0 METERS E FROM
 DD3050'POWER LINE POLE, 12.1 METERS NNW FROM SIGN THAT READS UNLAWFUL TO
 DD3050'PASS STOPPED SCHOOL BUS, AND 14.3 METERS W FROM CENTER OF SOUTHBOUND
 DD3050'LANE OF HIGHWAY 17.
 DD3050'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD3050'GO NORTHERLY ON HIGHWAY 17 FOR 1.0 KM (0.6 MI) TO THE MARK ON THE
 DD3050'LEFT .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2970 ***********************************************************************
 DD2970  DESIGNATION -  022 032 AZ MK
 DD2970  PID         -  DD2970
 DD2970  STATE/COUNTY-  SC/GEORGETOWN
 DD2970  USGS QUAD   -  SANTEE (1973)
 DD2970
 DD2970                         *CURRENT SURVEY CONTROL
 DD2970  ___________________________________________________________________
 DD2970* NAD 83(2001)-  33 14 32.59185(N)    079 22 33.04222(W)     ADJUSTED  
 DD2970* NAVD 88     -         9.5    (meters)      31.     (feet)  VERTCON   
 DD2970  ___________________________________________________________________
 DD2970  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 DD2970  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DD2970
 DD2970  HORZ ORDER  -  SECOND
 DD2970
 DD2970.The horizontal coordinates were established by classical geodetic methods
 DD2970.and adjusted by the National Geodetic Survey in March 2004..
 DD2970
 DD2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2970
 DD2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2970
 DD2970.The geoid height was determined by GEOID03.
 DD2970
 DD2970;                    North         East     Units Scale Factor Converg.
 DD2970;SPC SC       -   157,449.759   760,932.832   MT  0.99982124   +0 54 01.5
 DD2970;SPC SC       -   516,567.45  2,496,498.79   iFT  0.99982124   +0 54 01.5
 DD2970;UTM  17      - 3,679,334.312   651,313.724   MT  0.99988229   +0 53 25.8
 DD2970
 DD2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2970!SPC SC       -   1.00000386  x   0.99982124  =   0.99982510
 DD2970!UTM  17      -   1.00000386  x   0.99988229  =   0.99988615
 DD2970
 DD2970                          SUPERSEDED SURVEY CONTROL
 DD2970
 DD2970  NAD 83(1986)-  33 14 32.60291(N)    079 22 33.04617(W) AD(       ) 2
 DD2970  NAD 27      -  33 14 31.99871(N)    079 22 33.83948(W) AD(       ) 2
 DD2970  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG       
 DD2970
 DD2970.Superseded values are not recommended for survey control.
 DD2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2970.See file dsdata.txt to determine how the superseded data were derived.
 DD2970
 DD2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5131479334(NAD 83)
 DD2970_MARKER: DD = SURVEY DISK
 DD2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2970_SP_SET: CONCRETE POST
 DD2970_STAMPING: AZ MK 022 032 1981
 DD2970_MARK LOGO: SCGS  
 DD2970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2970+STABILITY: SURFACE MOTION
 DD2970
 DD2970  HISTORY     - Date     Condition        Report By
 DD2970  HISTORY     - 1981     MONUMENTED       SCGS
 DD2970  HISTORY     - 19930920 GOOD             SCGS
 DD2970
 DD2970                          STATION DESCRIPTION
 DD2970
 DD2970'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2970'STATION IS LOCATED 9.5 MILES (15.3 KM) SOUTH SOUTHWEST OF GEORGETOWN.
 DD2970'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD2970'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD2970'CENTER OF THE U.S. HIGHWAYS 17 AND 701 BRIDGE OVER THE SAMPIT RIVER
 DD2970'AT THE SOUTH EDGE OF GEORGETOWN, GO SOUTH ON HIGHWAYS 17 AND 701 FOR
 DD2970'0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 18, CONTINUE ON
 DD2970'HIGHWAYS 17 AND 701 FOR 5.55 MILES (8.93 KM) TO THE WINYAH FIRE TOWER
 DD2970'ON THE LEFT, CONTINUE ON HIGHWAYS 17 AND 701 FOR 2.2 MILES (3.5 KM)
 DD2970'TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE
 DD2970'POST PROJECTING 0.3 FOOT, 0.9 METER (3.0 FT) EAST OF A WITNESS POST,
 DD2970'1.0 METER (3.3 FT) EAST OF THE POWER POLE, 12.1 METERS (39.7 FT)
 DD2970'NORTH NORTHWEST OF A METAL POST WITH SIGN (UNLAWFUL TO PASS STOPPED
 DD2970'SCHOOL BUS), 14.3 METERS (46.9 FT) WEST OF THE CENTER OF THE
 DD2970'SOUTHBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2400 ***********************************************************************
 DD2400  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2400  DESIGNATION -  022 033
 DD2400  PID         -  DD2400
 DD2400  STATE/COUNTY-  SC/GEORGETOWN
 DD2400  USGS QUAD   -  SANTEE (1973)
 DD2400
 DD2400                         *CURRENT SURVEY CONTROL
 DD2400  ___________________________________________________________________
 DD2400* NAD 83(2001)-  33 11 16.32957(N)    079 24 08.90096(W)     ADJUSTED  
 DD2400* NAVD 88     -         4.217  (meters)      13.84   (feet)  ADJUSTED  
 DD2400  ___________________________________________________________________
 DD2400  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 DD2400  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DD2400  DYNAMIC HT  -           4.212 (meters)      13.82  (feet)  COMP
 DD2400  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DD2400
 DD2400  HORZ ORDER  -  SECOND
 DD2400  VERT ORDER  -  FIRST     CLASS II
 DD2400
 DD2400.The horizontal coordinates were established by classical geodetic methods
 DD2400.and adjusted by the National Geodetic Survey in March 2004..
 DD2400
 DD2400.The orthometric height was determined by differential leveling
 DD2400.and adjusted by the National Geodetic Survey in June 1991..
 DD2400
 DD2400.This Tidal Bench Mark is designated as VM 604
 DD2400.by the Center for Operational Oceanographic Products and Services.
 DD2400
 DD2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2400
 DD2400.The geoid height was determined by GEOID03.
 DD2400
 DD2400.The dynamic height is computed by dividing the NAVD 88
 DD2400.geopotential number by the normal gravity value computed on the
 DD2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2400.degrees latitude (g = 980.6199 gals.).
 DD2400
 DD2400.The modeled gravity was interpolated from observed gravity values.
 DD2400
 DD2400;                    North         East     Units Scale Factor Converg.
 DD2400;SPC SC       -   151,366.448   758,545.429   MT  0.99982873   +0 53 08.4
 DD2400;SPC SC       -   496,609.08  2,488,666.11   iFT  0.99982873   +0 53 08.4
 DD2400;UTM  17      - 3,673,251.116   648,925.081   MT  0.99987345   +0 52 28.7
 DD2400
 DD2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2400!SPC SC       -   1.00000467  x   0.99982873  =   0.99983340
 DD2400!UTM  17      -   1.00000467  x   0.99987345  =   0.99987812
 DD2400
 DD2400:                Primary Azimuth Mark                     Grid Az
 DD2400:SPC SC       -  022 033 AZ MK                            215 06 48.6
 DD2400:UTM  17      -  022 033 AZ MK                            215 07 28.3
 DD2400
 DD2400|---------------------------------------------------------------------|
 DD2400| PID    Reference Object                     Distance      Geod. Az  |
 DD2400|                                                           dddmmss.s |
 DD2400| DD2402 022 033 AZ MK                       APPROX. 0.8 KM 2155957.0 |
 DD2400| DD2401 022 033 RM 1                          7.836 METERS 21604     |
 DD2400|---------------------------------------------------------------------|
 DD2400
 DD2400                          SUPERSEDED SURVEY CONTROL
 DD2400
 DD2400  NAD 83(1986)-  33 11 16.34144(N)    079 24 08.90514(W) AD(       ) 2
 DD2400  NAD 27      -  33 11 15.74320(N)    079 24 09.69343(W) AD(       ) 2
 DD2400  NGVD 29 (03/21/89)    4.520  (m)           14.83   (f) ADJUSTED    1 2
 DD2400
 DD2400.Superseded values are not recommended for survey control.
 DD2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2400.See file dsdata.txt to determine how the superseded data were derived.
 DD2400
 DD2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4892573251(NAD 83)
 DD2400_MARKER: DD = SURVEY DISK
 DD2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2400_SP_SET: CONCRETE POST
 DD2400_STAMPING: HORZ 022 033 1981
 DD2400_MARK LOGO: SCGS  
 DD2400_PROJECTION: PROJECTING 14 CENTIMETERS
 DD2400_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2400+STABILITY: SURFACE MOTION
 DD2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2400+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 DD2400
 DD2400  HISTORY     - Date     Condition        Report By
 DD2400  HISTORY     - 1981     MONUMENTED       SCGS
 DD2400  HISTORY     - 1987     GOOD             SCGS
 DD2400  HISTORY     - 1989     GOOD             USPSQD
 DD2400  HISTORY     - 19920817 GOOD             NGS
 DD2400  HISTORY     - 20031009 GOOD             GREOMA
 DD2400
 DD2400                          STATION DESCRIPTION
 DD2400
 DD2400'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2400'THE STATION IS LOCATED 22.5 KM (14.0 MI) SOUTHEAST OF GEORGETOWN,
 DD2400'ABOUT 12.0 KM (7.5 MI) NORTHEAST OF MCCLELLANVILLE, JUST NORTH OF THE
 DD2400'SANTEE RIVER, IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 17.  FOR
 DD2400'INFORMATION CONTACT--  GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O.
 DD2400'BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DD2400'
 DD2400'TO REACH THE STATION FROM NORTH END OF THE BRIDGE OVER THE SOUTH
 DD2400'SANTEE RIVER, ABOUT 14 MILES SOUTHEAST OF GEORGETOWN, GO NORTH ABOUT
 DD2400'110 FEET TO THE STATION ON LEFT BETWEEN LANES OF U.S. HIGHWAY 17.
 DD2400'
 DD2400'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2400'---022 033 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2400'CM IN DIAMETER PROJECTING 12. CM ABOVE THE GROUND LOCATED  9.36
 DD2400'METERS SE FROM CENTER LINE OF U.S. 17-701 SOUTH BOUND LANE,  9.0
 DD2400'METERS NW FROM CENTER LINE OF U.S. 17-701 NORTH BOUND LANE,  8.0
 DD2400'METERS S FROM METAL WITNESS POST,  1.5 METERS SE FROM WEST
 DD2400'GUARD RAIL, AND 45.1 METERS SW FROM APPROXIMATE CENTER OF U TURN
 DD2400'ACROSS ROAD.
 DD2400'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2400'DISK STAMPED---022 033 1981---SET INTO AN IRREGULAR MASS OF
 DD2400'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2400'
 DD2400'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2400'DISK STAMPED---022 033 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD2400'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 15. CM ABOVE THE
 DD2400'GROUND LOCATED  9.3 METERS SE FROM CENTER LINE OF U.S. 17-701
 DD2400'SOUTH BOUND LANE,  9.4 METERS NW FROM CENTER LINE OF U.S. 17-701
 DD2400'NORTH BOUND LANE,  0.4 METERS SE FROM METAL WITNESS POST, 21.4
 DD2400'METERS SW FROM APPROXIMATE CENTER OF U TURN, AND IS LEVEL WITH
 DD2400'THE STATION.
 DD2400'
 DD2400'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2400'STAMPED---022 033 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD2400'MONUMENT 30 CM IN DIAMETER PROJECTING 15. CM ABOVE THE GROUND LOCATED
 DD2400'14.6 METERS SSE FROM CENTER LINE OF U.S. 17-701 NORTH BOUND
 DD2400'LANE,  8.8 METERS S FROM 55 MILE AN HOUR ROAD SIGN,  4.1 METERS
 DD2400'WSW FROM 16 INCH LIVE OAK TREE, AND  0.4 METERS NW FROM
 DD2400'METAL WITNESS POST.
 DD2400'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON U.S.
 DD2400'HIGHWAY 17 FOR 0.8 KM (0.5 MI) TO MARK ON LEFT.
 DD2400
 DD2400                          STATION RECOVERY (1987)
 DD2400
 DD2400'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2400'23.1 KM (14.35 MI) SSW FROM GEORGETOWN.
 DD2400'THE MARK IS 0.3 M BELOW THE HIGHWAYS.
 DD2400'24.0 KM (14.9 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2400'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2400'STREET) IN GEORGETOWN, SET IN THE MEDIAN AT THE NORTHEAST ENDS OF THE
 DD2400'BRIDGES OVER THE SOUTH SANTEE RIVER, 9.27 METERS (30.4 FT) SOUTHEAST
 DD2400'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 9.0 METERS
 DD2400'(29.5 FT) NORTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD2400'HIGHWAY, 39.5 METERS (129.6 FT) NORTHEAST OF THE NORTH CORNER OF THE
 DD2400'OLD BRIDGE, 40.75 METERS (133.7 FT) NORTH OF THE EAST CORNER OF THE
 DD2400'NEW BRIDGE.
 DD2400'THE MARK IS 8.02 METERS  NE FROM  A WITNESS POST
 DD2400
 DD2400                          STATION RECOVERY (1989)
 DD2400
 DD2400'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2400'RECOVERED IN GOOD CONDITION.
 DD2400
 DD2400                          STATION RECOVERY (1992)
 DD2400
 DD2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2400'24.0 KM (14.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER
 DD2400'STREET)FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD2400'GEORGETOWN, 40.8 M (133.9 FT) NORTH OF THE NORTHWEST CORNER OF A
 DD2400'NORTHBOUND HIGHWAY BRIDGE, 39.5 M (129.6 FT) NORTHEAST OF THE
 DD2400'NORTHEAST CORNER OF A SOUTHBOUND HIGHWAY BRIDGE, 9.3 M (30.5 FT)
 DD2400'SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 DD2400'9.0 M (29.5 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES
 DD2400'OF THE HIGHWAY, 8.0 M (26.2 FT) NORTHEAST OF A WITNESS POST, 7.9 M
 DD2400'(25.9 FT) NORTHEAST OF REFERENCE MARK 1, 0.3 M (1.0 FT) BELOW THE
 DD2400'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 DD2400'THE GROUND SURFACE.
 DD2400
 DD2400                          STATION RECOVERY (2003)
 DD2400
 DD2400'RECOVERY NOTE BY GREENHORNE-OMARA 2003 (TDT)
 DD2400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2402 ***********************************************************************
 DD2402  DESIGNATION -  022 033 AZ MK
 DD2402  PID         -  DD2402
 DD2402  STATE/COUNTY-  SC/CHARLESTON
 DD2402  USGS QUAD   -  SANTEE (1973)
 DD2402
 DD2402                         *CURRENT SURVEY CONTROL
 DD2402  ___________________________________________________________________
 DD2402* NAD 83(2001)-  33 10 55.91909(N)    079 24 26.53521(W)     ADJUSTED  
 DD2402* NAVD 88     -         7.486  (meters)      24.56   (feet)  ADJUSTED  
 DD2402  ___________________________________________________________________
 DD2402  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 DD2402  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 DD2402  DYNAMIC HT  -           7.478 (meters)      24.53  (feet)  COMP
 DD2402  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 DD2402
 DD2402  HORZ ORDER  -  SECOND
 DD2402  VERT ORDER  -  FIRST     CLASS II
 DD2402
 DD2402.The horizontal coordinates were established by classical geodetic methods
 DD2402.and adjusted by the National Geodetic Survey in March 2004..
 DD2402
 DD2402.The orthometric height was determined by differential leveling
 DD2402.and adjusted by the National Geodetic Survey in June 1991..
 DD2402
 DD2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2402
 DD2402.The geoid height was determined by GEOID03.
 DD2402
 DD2402.The dynamic height is computed by dividing the NAVD 88
 DD2402.geopotential number by the normal gravity value computed on the
 DD2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2402.degrees latitude (g = 980.6199 gals.).
 DD2402
 DD2402.The modeled gravity was interpolated from observed gravity values.
 DD2402
 DD2402;                    North         East     Units Scale Factor Converg.
 DD2402;SPC SC       -   150,730.781   758,098.451   MT  0.99982956   +0 52 58.6
 DD2402;SPC SC       -   494,523.56  2,487,199.64   iFT  0.99982956   +0 52 58.6
 DD2402;UTM  17      - 3,672,615.508   648,477.960   MT  0.99987181   +0 52 18.5
 DD2402
 DD2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2402!SPC SC       -   1.00000415  x   0.99982956  =   0.99983371
 DD2402!UTM  17      -   1.00000415  x   0.99987181  =   0.99987596
 DD2402
 DD2402                          SUPERSEDED SURVEY CONTROL
 DD2402
 DD2402  NAD 83(1986)-  33 10 55.93106(N)    079 24 26.53934(W) AD(       ) 2
 DD2402  NAD 27      -  33 10 55.33222(N)    079 24 27.32698(W) AD(       ) 2
 DD2402  NGVD 29 (03/21/89)    7.788  (m)           25.55   (f) ADJUSTED    1 2
 DD2402
 DD2402.Superseded values are not recommended for survey control.
 DD2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2402.See file dsdata.txt to determine how the superseded data were derived.
 DD2402
 DD2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4847872616(NAD 83)
 DD2402_MARKER: DD = SURVEY DISK
 DD2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2402_SP_SET: CONCRETE POST
 DD2402_STAMPING: AZ MK 022 033 1981
 DD2402_MARK LOGO: SCGS  
 DD2402_PROJECTION: PROJECTING 15 CENTIMETERS
 DD2402_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2402+STABILITY: SURFACE MOTION
 DD2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2402+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1997
 DD2402
 DD2402  HISTORY     - Date     Condition        Report By
 DD2402  HISTORY     - 1981     MONUMENTED       MJH
 DD2402  HISTORY     - 1987     GOOD             SCGS
 DD2402  HISTORY     - 19970619 GOOD             USPSQD
 DD2402  HISTORY     - 19971007 GOOD             SCGS
 DD2402
 DD2402                          STATION DESCRIPTION
 DD2402
 DD2402'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2402'23.9 KM (14.85 MI) SSW FROM GEORGETOWN.
 DD2402'24.85 KM (15.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2402'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2402'STREET) IN GEORGETOWN, SET NEAR A BLAZED OAK TREE, 0.25 KM (0.15 MI)
 DD2402'SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGES OVER THE SOUTH SANTEE
 DD2402'RIVER, 14.6 METERS (47.9 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE
 DD2402'NORTHBOUND LANES OF THE HIGHWAY, 8.35 METERS (27.4 FT)
 DD2402'NORTH-NORTHWEST OF A DOUBLE-TRUNKED MAGNOLIA TREE, 1.53 METERS (5.0
 DD2402'FT) NORTHWEST OF THE TREE, 4.35 METERS (14.3 FT) WEST-SOUTHWEST OF A
 DD2402'20-INCH OAK TREE.
 DD2402'THE MARK IS 0.43 METERS  NNW FROM  A WITNESS POST
 DD2402'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 DD2402
 DD2402                          STATION RECOVERY (1997)
 DD2402
 DD2402'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD2402'RECOVERED IN GOOD CONDITION.
 DD2402
 DD2402                          STATION RECOVERY (1997)
 DD2402
 DD2402'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD2402'STATION IS LOCATED 7.2 MILES NORTH NORTHEAST OF MCCLELLANVILLE, 41.3
 DD2402'MILES NORTHEAST OF
 DD2402'CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DD2402'191, COLUMBIA,
 DD2402'SC 29202, PHONE 803-737-1350.
 DD2402'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD2402'HIGHWAY 45, 1.0
 DD2402'MILE NORTHWEST OF MCCLELLANVILLE, GO NORTHEAST ON HIGHWAY 17 FOR 6.65
 DD2402'MILES
 DD2402'TO THE JUNCTION OF STATE ROAD 857 (RUTLEDGE/SOUTH SANTEE ROAD),
 DD2402'CONTINUE ON HIGHWAY
 DD2402'17 FOR 0.9 MILE TO THE STATION ON THE RIGHT IN THE WOODS, 0.15 MILES
 DD2402'WEST SOUTHWEST
 DD2402'OF THE SOUTH END OF THE BRIDGE OVER SOUTH SANTEE RIVER.
 DD2402'STATION IS A CONCRETE POST PROJECTING 0.5 FOOT AND 3.5 FEET BELOW THE
 DD2402'HIGHWAY, 4.7
 DD2402'FEET NORTHWEST OF A 0.8-FOOT BLAZED OAK TREE, 14.5 FEET WEST SOUTHWEST
 DD2402'OF A
 DD2402'2.5-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 37.0 FEET
 DD2402'EAST OF A METAL
 DD2402'HIGHWAY SIGN POST (BRIDGE ICES BEFORE ROAD), 49.0 FEET SOUTHEAST OF
 DD2402'THE CENTER OF
 DD2402'THE NORTH BOUND LANES OF THE HIGHWAY, 1.6 FEET NORTH NORTHWEST OF A
 DD2402'WITNESS
 DD2402'POST.
 DD2402'RECOVERED BY R.W. ROBERTS.
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402' 
 DD2402'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2401 ***********************************************************************
 DD2401  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2401  DESIGNATION -  022 033 RM 1
 DD2401  PID         -  DD2401
 DD2401  STATE/COUNTY-  SC/GEORGETOWN
 DD2401  USGS QUAD   -  SANTEE (1973)
 DD2401
 DD2401                         *CURRENT SURVEY CONTROL
 DD2401  ___________________________________________________________________
 DD2401* NAD 83(1986)-  33 11 17.     (N)    079 24 09.     (W)     SCALED    
 DD2401* NAVD 88     -         4.376  (meters)      14.36   (feet)  ADJUSTED  
 DD2401  ___________________________________________________________________
 DD2401  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DD2401  DYNAMIC HT  -           4.371 (meters)      14.34  (feet)  COMP
 DD2401  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 DD2401
 DD2401  VERT ORDER  -  FIRST     CLASS II
 DD2401
 DD2401.The horizontal coordinates were scaled from a topographic map and have
 DD2401.an estimated accuracy of +/- 6 seconds.
 DD2401
 DD2401.The orthometric height was determined by differential leveling
 DD2401.and adjusted by the National Geodetic Survey in June 1991..
 DD2401
 DD2401.This Tidal Bench Mark is designated as VM 605
 DD2401.by the Center for Operational Oceanographic Products and Services.
 DD2401
 DD2401.The geoid height was determined by GEOID03.
 DD2401
 DD2401.The dynamic height is computed by dividing the NAVD 88
 DD2401.geopotential number by the normal gravity value computed on the
 DD2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2401.degrees latitude (g = 980.6199 gals.).
 DD2401
 DD2401.The modeled gravity was interpolated from observed gravity values.
 DD2401
 DD2401;                    North         East    Units  Estimated Accuracy
 DD2401;SPC SC       -   151,390.      758,540.      MT  (+/- 180 meters Scaled)
 DD2401
 DD2401                          SUPERSEDED SURVEY CONTROL
 DD2401
 DD2401  NGVD 29 (03/21/89)    4.679  (m)           15.35   (f) ADJUSTED    1 2
 DD2401
 DD2401.Superseded values are not recommended for survey control.
 DD2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2401.See file dsdata.txt to determine how the superseded data were derived.
 DD2401
 DD2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS489732(NAD 83)
 DD2401_MARKER: DD = SURVEY DISK
 DD2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2401_SP_SET: CONCRETE POST
 DD2401_STAMPING: 022 033 RM 1 1981
 DD2401_MARK LOGO: SCGS  
 DD2401_PROJECTION: PROJECTING 15 CENTIMETERS
 DD2401_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2401+STABILITY: SURFACE MOTION
 DD2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2401+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2401
 DD2401  HISTORY     - Date     Condition        Report By
 DD2401  HISTORY     - 1981     MONUMENTED       SCGS
 DD2401  HISTORY     - 1987     GOOD             SCGS
 DD2401  HISTORY     - 1989     GOOD             USPSQD
 DD2401  HISTORY     - 19920817 GOOD             NGS
 DD2401  HISTORY     - 20040606 GOOD             USPSQD
 DD2401
 DD2401                          STATION DESCRIPTION
 DD2401
 DD2401'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2401'23.1 KM (14.35 MI) SSW FROM GEORGETOWN.
 DD2401'THE MARK IS 0.3 M BELOW THE HIGHWAYS.
 DD2401'24.0 KM (14.9 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2401'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2401'STREET) IN GEORGETOWN, SET IN THE MEDIAN AT THE NORTHEAST END OF THE
 DD2401'BRIDGES OVER THE SOUTH SANTEE RIVER, 9.23 METERS (30.3 FT) SOUTHEAST
 DD2401'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 9.03 METERS
 DD2401'(29.6 FT) NORTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD2401'HIGHWAY, 32.3 METERS (106.0 FT) EAST-NORTHEAST OF THE NORTH CORNER OF
 DD2401'THE OLD BRIDGE, 33.7 METERS (110.6 FT) NORTH OF THE EAST CORNER OF
 DD2401'THE NEW BRIDGE, 7.86 METERS (25.8 FT) SOUTHWEST OF SURVEY MARK 022
 DD2401'033 SCGS.
 DD2401'THE MARK IS 0.4 METERS  ESE FROM  A WITNESS POST
 DD2401
 DD2401                          STATION RECOVERY (1989)
 DD2401
 DD2401'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2401'RECOVERED IN GOOD CONDITION.
 DD2401
 DD2401                          STATION RECOVERY (1992)
 DD2401
 DD2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2401'24.0 KM (14.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD2401'OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN GEORGETOWN, 33.7 M
 DD2401'(110.6 FT) NORTH OF THE EAST CORNER OF THE NORTHBOUND HIGHWAY BRIDGE,
 DD2401'32.3 M (106.0 FT) NORTHEAST OF THE NORTH CORNER OF THE SOUTHBOUND
 DD2401'HIGHWAY BRIDGE, 9.2 M (30.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DD2401'SOUTHBOUND LANES OF THE HIGHWAY, 9.0 M (29.5 FT) NORTHWEST OF THE
 DD2401'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.9 M (25.9 FT)
 DD2401'SOUTHWEST OF THE STATION MARK, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS
 DD2401'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 DD2401'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DD2401
 DD2401                          STATION RECOVERY (2004)
 DD2401
 DD2401'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2016 ***********************************************************************
 DD2016  DESIGNATION -  022 035
 DD2016  PID         -  DD2016
 DD2016  STATE/COUNTY-  SC/GEORGETOWN
 DD2016  USGS QUAD   -  SANTEE (1973)
 DD2016
 DD2016                         *CURRENT SURVEY CONTROL
 DD2016  ___________________________________________________________________
 DD2016* NAD 83(2001)-  33 12 09.47144(N)    079 23 22.57952(W)     ADJUSTED  
 DD2016* NAVD 88     -         3.617  (meters)      11.87   (feet)  ADJUSTED  
 DD2016  ___________________________________________________________________
 DD2016  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 DD2016  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DD2016  DYNAMIC HT  -           3.613 (meters)      11.85  (feet)  COMP
 DD2016  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 DD2016
 DD2016  HORZ ORDER  -  SECOND
 DD2016  VERT ORDER  -  FIRST     CLASS II
 DD2016
 DD2016.The horizontal coordinates were established by classical geodetic methods
 DD2016.and adjusted by the National Geodetic Survey in March 2004..
 DD2016
 DD2016.The orthometric height was determined by differential leveling
 DD2016.and adjusted by the National Geodetic Survey in June 1991..
 DD2016
 DD2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2016
 DD2016.The geoid height was determined by GEOID03.
 DD2016
 DD2016.The dynamic height is computed by dividing the NAVD 88
 DD2016.geopotential number by the normal gravity value computed on the
 DD2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2016.degrees latitude (g = 980.6199 gals.).
 DD2016
 DD2016.The modeled gravity was interpolated from observed gravity values.
 DD2016
 DD2016;                    North         East     Units Scale Factor Converg.
 DD2016;SPC SC       -   153,021.768   759,719.488   MT  0.99982661   +0 53 34.1
 DD2016;SPC SC       -   502,039.92  2,492,518.01   iFT  0.99982661   +0 53 34.1
 DD2016;UTM  17      - 3,674,906.292   650,099.511   MT  0.99987778   +0 52 55.3
 DD2016
 DD2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2016!SPC SC       -   1.00000477  x   0.99982661  =   0.99983138
 DD2016!UTM  17      -   1.00000477  x   0.99987778  =   0.99988255
 DD2016
 DD2016|---------------------------------------------------------------------|
 DD2016| PID    Reference Object                     Distance      Geod. Az  |
 DD2016|                                                           dddmmss.s |
 DD2016| DD2015 022 035 AZ MK                       313.754 METERS 03551     |
 DD2016| DD2017 022 035 RM 1                          7.595 METERS 03612     |
 DD2016|---------------------------------------------------------------------|
 DD2016
 DD2016                          SUPERSEDED SURVEY CONTROL
 DD2016
 DD2016  NAD 83(1986)-  33 12 09.48324(N)    079 23 22.58363(W) AD(       ) 2
 DD2016  NAD 27      -  33 12 08.88659(N)    079 23 23.37364(W) AD(       ) 2
 DD2016  NGVD 29 (03/21/89)    3.920  (m)           12.86   (f) ADJUSTED    1 2
 DD2016
 DD2016.Superseded values are not recommended for survey control.
 DD2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2016.See file dsdata.txt to determine how the superseded data were derived.
 DD2016
 DD2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5010074906(NAD 83)
 DD2016_MARKER: DD = SURVEY DISK
 DD2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2016_SP_SET: CONCRETE POST
 DD2016_STAMPING: HORZ 022 035 1981
 DD2016_MARK LOGO: SCGS  
 DD2016_PROJECTION: FLUSH
 DD2016_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2016+STABILITY: SURFACE MOTION
 DD2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2016+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2016
 DD2016  HISTORY     - Date     Condition        Report By
 DD2016  HISTORY     - 1981     MONUMENTED       SCGS
 DD2016  HISTORY     - 1987     GOOD             SCGS
 DD2016  HISTORY     - 1989     GOOD             USPSQD
 DD2016  HISTORY     - 20020531 POOR             LOCSUR
 DD2016  HISTORY     - 20040606 GOOD             USPSQD
 DD2016
 DD2016                          STATION DESCRIPTION
 DD2016
 DD2016'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2016'THE STATION IS LOCATED ABOUT 20.1 KM (12.5 MI) SOUTHWEST OF
 DD2016'GEORGETOWN, ABOUT 12.9 KM (8.5 MI) NORTHEAST OF MCCLELLANVILLE, ABOUT
 DD2016'2.4 KM (1.5 MI) NORTHEAST OF THE SOUTH SANTEE RIVER, ABOUT 0.3 KM
 DD2016'(0.2 MI) SOUTHWEST OF THE NORTH SANTEE RIVER, IS ON THE RIGHT-OF-WAY
 DD2016'OF U.S. HIGHWAY 17.  FOR INFORMATION CONTACT--  GEORGE WEATHERS,
 DD2016'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DD2016'(803) 758-3414.
 DD2016'
 DD2016'TO REACH THE STATION FROM THE SOUTH END OF
 DD2016'BRIDGE OVER THE NORTH SANTEE RIVER, ABOUT 20.9 KM (13 MI) SOUTHWEST
 DD2016'OF GEORGETOWN, GO SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.3 KM (0.2 MI) TO
 DD2016'THE STATION ON LEFT.  CONTINUE AHEAD ON U.S. HIGHWAY 17 FOR 0.4 KM
 DD2016'(0.2 MI) TO CROSSOVER, CROSS OVER, GO NORTHEAST ON U.S. HIGHWAY 17
 DD2016'FOR 0.4 KM (0.2 MI) TO THE STATION ON RIGHT.
 DD2016'
 DD2016'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2016'---022 035 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2016'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.8 METERS SE FROM
 DD2016'CENTER LINE OF U.S. 17-701 NORTH BOUND LANE,  0.2 METERS NW FROM
 DD2016'GUARD RAIL, 24.7 METERS NE FROM APPROXIMATE CENTER OF FIELD
 DD2016'ROAD,  0.4 METERS NW FROM METAL WITNESS POST, AND  2.1 METERS SE
 DD2016'FROM EDGE OF U.S. 17 AND 701.
 DD2016'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2016'DISK STAMPED---022 035 1981---SET INTO AN IRREGULAR MASS OF
 DD2016'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2016'
 DD2016'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2016'DISK STAMPED---022 035 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD2016'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2016'5.8 METERS SE FROM CENTER LINE OF U.S. 17-701 NORTH BOUND LANE,
 DD2016'0.4 METERS NW FROM METAL WITNESS POST,  0.2 METERS NW FROM
 DD2016'GUARD RAIL, 32.3 METERS NE FROM APPROXIMATE CENTER OF FIELD
 DD2016'ROAD, AND IS LEVEL WITH THE STATION.
 DD2016'
 DD2016'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2016'STAMPED---022 035 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD2016'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.9 METERS
 DD2016'SE FROM CENTER LINE OF U.S. 17-701 NORTH BOUND LANE,  0.4 METERS
 DD2016'NW FROM METAL WITNESS POST, 27.5 METERS NE FROM APPROXIMATE
 DD2016'CENTER OF FIELD DRIVE, AND  0.3 METERS NW FROM GUARD RAIL.
 DD2016'TO REACH THE AZIMUTH MARK FROM STATION GO 0.3 KM (.2 MI)
 DD2016'NORTHEASTERLY ON 17-701 TO MARK ON RIGHT.
 DD2016
 DD2016                          STATION RECOVERY (1987)
 DD2016
 DD2016'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2016'21.1 KM (13.1 MI) SSW FROM GEORGETOWN.
 DD2016'21.95 KM (13.65 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2016'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2016'521 (HIGHMARKET STREET) IN GEORGETOWN, SET NEAR A LONE PINE TREE IN
 DD2016'THE EAST ANGLE OF A GRASSY ROAD LEADING SOUTHEAST INTO THE MARSH, 0.3
 DD2016'KM (0.2 MI) SOUTHWEST OF THE BRIDGE OVER THE NORTH SANTEE RIVER, 24.3
 DD2016'METERS (79.7 FT) NORTHEAST OF THE CENTER OF THE ROAD, 5.95 METERS
 DD2016'(19.5 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD2016'HIGHWAY, 6.05 METERS (19.8 FT) WEST-SOUTHWEST OF THE TREE, 7.61
 DD2016'METERS (25.0 FT) SOUTHWEST OF SURVEY MARK 022 035 RM 1 SCGS.
 DD2016'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 DD2016'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2016
 DD2016                          STATION RECOVERY (1989)
 DD2016
 DD2016'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2016'RECOVERED IN GOOD CONDITION.
 DD2016
 DD2016                          STATION RECOVERY (2002)
 DD2016
 DD2016'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MRM)
 DD2016'DISK HAS BEEN DAMAGED BY HEAVY EQUIPMENT THAT HAS RUBBED THE MARKINGS
 DD2016'OFF THE DISK.
 DD2016' 
 DD2016' 
 DD2016
 DD2016                          STATION RECOVERY (2004)
 DD2016
 DD2016'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2015 ***********************************************************************
 DD2015  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2015  DESIGNATION -  022 035 AZ MK
 DD2015  PID         -  DD2015
 DD2015  STATE/COUNTY-  SC/GEORGETOWN
 DD2015  USGS QUAD   -  SANTEE (1973)
 DD2015
 DD2015                         *CURRENT SURVEY CONTROL
 DD2015  ___________________________________________________________________
 DD2015* NAD 83(2001)-  33 12 17.72702(N)    079 23 15.48573(W)     ADJUSTED  
 DD2015* NAVD 88     -         3.793  (meters)      12.44   (feet)  ADJUSTED  
 DD2015  ___________________________________________________________________
 DD2015  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 DD2015  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DD2015  DYNAMIC HT  -           3.789 (meters)      12.43  (feet)  COMP
 DD2015  MODELED GRAV-     979,580.8   (mgal)                       NAVD 88
 DD2015
 DD2015  HORZ ORDER  -  SECOND
 DD2015  VERT ORDER  -  FIRST     CLASS II
 DD2015
 DD2015.The horizontal coordinates were established by classical geodetic methods
 DD2015.and adjusted by the National Geodetic Survey in March 2004..
 DD2015
 DD2015.The orthometric height was determined by differential leveling
 DD2015.and adjusted by the National Geodetic Survey in June 1991..
 DD2015
 DD2015.This Tidal Bench Mark is designated as VM 12081
 DD2015.by the Center for Operational Oceanographic Products and Services.
 DD2015
 DD2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2015
 DD2015.The geoid height was determined by GEOID03.
 DD2015
 DD2015.The dynamic height is computed by dividing the NAVD 88
 DD2015.geopotential number by the normal gravity value computed on the
 DD2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2015.degrees latitude (g = 980.6199 gals.).
 DD2015
 DD2015.The modeled gravity was interpolated from observed gravity values.
 DD2015
 DD2015;                    North         East     Units Scale Factor Converg.
 DD2015;SPC SC       -   153,278.894   759,899.193   MT  0.99982629   +0 53 38.0
 DD2015;SPC SC       -   502,883.51  2,493,107.59   iFT  0.99982629   +0 53 38.0
 DD2015;UTM  17      - 3,675,163.396   650,279.274   MT  0.99987845   +0 52 59.4
 DD2015
 DD2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2015!SPC SC       -   1.00000474  x   0.99982629  =   0.99983103
 DD2015!UTM  17      -   1.00000474  x   0.99987845  =   0.99988319
 DD2015
 DD2015                          SUPERSEDED SURVEY CONTROL
 DD2015
 DD2015  NAD 83(1986)-  33 12 17.73881(N)    079 23 15.48983(W) AD(       ) 2
 DD2015  NAD 27      -  33 12 17.14241(N)    079 23 16.28010(W) AD(       ) 2
 DD2015  NGVD 29 (03/21/89)    4.096  (m)           13.44   (f) ADJUSTED    1 2
 DD2015
 DD2015.Superseded values are not recommended for survey control.
 DD2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2015.See file dsdata.txt to determine how the superseded data were derived.
 DD2015
 DD2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5027975163(NAD 83)
 DD2015_MARKER: DD = SURVEY DISK
 DD2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2015_SP_SET: CONCRETE POST
 DD2015_STAMPING: AZ MK 022 035 1981
 DD2015_MARK LOGO: SCGS  
 DD2015_PROJECTION: FLUSH
 DD2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2015+STABILITY: SURFACE MOTION
 DD2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2015+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2015
 DD2015  HISTORY     - Date     Condition        Report By
 DD2015  HISTORY     - 1981     MONUMENTED       MJH
 DD2015  HISTORY     - 1987     GOOD             SCGS
 DD2015  HISTORY     - 1989     GOOD             USPSQD
 DD2015  HISTORY     - 20020531 GOOD             LOCSUR
 DD2015  HISTORY     - 20040606 GOOD             USPSQD
 DD2015
 DD2015                          STATION DESCRIPTION
 DD2015
 DD2015'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2015'20.8 KM (12.9 MI) SSW FROM GEORGETOWN.
 DD2015'21.65 KM (13.45 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2015'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2015'521 (HIGHMARKET STREET) IN GEORGETOWN, SET IN THE SHOULDER OF THE
 DD2015'NORTHBOUND LANES AT THE SOUTHWEST END OF THE NEW BRIDGE OVER THE
 DD2015'NORTH SANTEE RIVER, 40.15 METERS (131.7 FT) SOUTH OF BENCH MARK X
 DD2015'124, 35.62 METERS (116.9 FT) SOUTHWEST OF THE SOUTH CORNER OF THE NEW
 DD2015'BRIDGE, 6.0 METERS (19.7 FT) SOUTHEAST OF THE CENTER OF THE
 DD2015'NORTHBOUND LANES OF THE HIGHWAY, 27.9 METERS (91.5 FT) NORTHEAST OF
 DD2015'THE CENTER OF A ROAD LEADING TO THE SANTEE DELTA GAME MANAGEMENT AREA
 DD2015'(EAST SIDE).
 DD2015'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 DD2015'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2015
 DD2015                          STATION RECOVERY (1989)
 DD2015
 DD2015'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2015'RECOVERED IN GOOD CONDITION.
 DD2015
 DD2015                          STATION RECOVERY (2002)
 DD2015
 DD2015'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MRM)
 DD2015'FAIR TO POOR GPS SITE DUE TO OVERHANGING TREE LIMBS.
 DD2015
 DD2015                          STATION RECOVERY (2004)
 DD2015
 DD2015'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2017 ***********************************************************************
 DD2017  DESIGNATION -  022 035 RM 1
 DD2017  PID         -  DD2017
 DD2017  STATE/COUNTY-  SC/GEORGETOWN
 DD2017  USGS QUAD   -  SANTEE (1973)
 DD2017
 DD2017                         *CURRENT SURVEY CONTROL
 DD2017  ___________________________________________________________________
 DD2017* NAD 83(1986)-  33 12 10.     (N)    079 23 22.     (W)     SCALED    
 DD2017* NAVD 88     -         3.587  (meters)      11.77   (feet)  ADJUSTED  
 DD2017  ___________________________________________________________________
 DD2017  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DD2017  DYNAMIC HT  -           3.583 (meters)      11.76  (feet)  COMP
 DD2017  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 DD2017
 DD2017  VERT ORDER  -  FIRST     CLASS II
 DD2017
 DD2017.The horizontal coordinates were scaled from a topographic map and have
 DD2017.an estimated accuracy of +/- 6 seconds.
 DD2017
 DD2017.The orthometric height was determined by differential leveling
 DD2017.and adjusted by the National Geodetic Survey in June 1991..
 DD2017
 DD2017.The geoid height was determined by GEOID03.
 DD2017
 DD2017.The dynamic height is computed by dividing the NAVD 88
 DD2017.geopotential number by the normal gravity value computed on the
 DD2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2017.degrees latitude (g = 980.6199 gals.).
 DD2017
 DD2017.The modeled gravity was interpolated from observed gravity values.
 DD2017
 DD2017;                    North         East    Units  Estimated Accuracy
 DD2017;SPC SC       -   153,040.      759,730.      MT  (+/- 180 meters Scaled)
 DD2017
 DD2017                          SUPERSEDED SURVEY CONTROL
 DD2017
 DD2017  NGVD 29 (03/21/89)    3.890  (m)           12.76   (f) ADJUSTED    1 2
 DD2017
 DD2017.Superseded values are not recommended for survey control.
 DD2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2017.See file dsdata.txt to determine how the superseded data were derived.
 DD2017
 DD2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS501749(NAD 83)
 DD2017_MARKER: DD = SURVEY DISK
 DD2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2017_SP_SET: CONCRETE POST
 DD2017_STAMPING: RM 1 022 035 1981
 DD2017_MARK LOGO: SCGS  
 DD2017_PROJECTION: FLUSH
 DD2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2017+STABILITY: SURFACE MOTION
 DD2017
 DD2017  HISTORY     - Date     Condition        Report By
 DD2017  HISTORY     - 1981     MONUMENTED       SCGS
 DD2017  HISTORY     - 1987     GOOD             SCGS
 DD2017  HISTORY     - 1989     GOOD             USPSQD
 DD2017  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DD2017
 DD2017                          STATION DESCRIPTION
 DD2017
 DD2017'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2017'21.1 KM (13.1 MI) SSW FROM GEORGETOWN.
 DD2017'21.95 KM (13.65 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2017'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2017'521 (HIGHMARKET STREET) IN GEORGETOWN, SET NEAR A LONE PINE TREE IN
 DD2017'THE EAST ANGLE OF A GRASSY ROAD LEADING SOUTHEAST INTO THE MARSH, 0.3
 DD2017'KM (0.2 MI) SOUTHWEST OF THE BRIDGE OVER THE NORTH SANTEE RIVER,
 DD2017'31.91 METERS (104.7 FT) NORTHEAST OF THE CENTER OF THE ROAD, 5.9
 DD2017'METERS (19.4 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 DD2017'THE HIGHWAY, 3.77 METERS (12.4 FT) NORTH-NORTHWEST OF THE TREE.
 DD2017'THE MARK IS 0.49 METERS  NW FROM  A WITNESS POST
 DD2017'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2017
 DD2017                          STATION RECOVERY (1989)
 DD2017
 DD2017'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2017'RECOVERED IN GOOD CONDITION.
 DD2017
 DD2017                          STATION RECOVERY (2004)
 DD2017
 DD2017'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2017'SEARCHED NEAR MARSH ROAD WITH MICRONTA 4001.  NO WP HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1873 ***********************************************************************
 DD1873  DESIGNATION -  026 052
 DD1873  PID         -  DD1873
 DD1873  STATE/COUNTY-  SC/HORRY
 DD1873  USGS QUAD   -  HAMMOND (1984)
 DD1873
 DD1873                         *CURRENT SURVEY CONTROL
 DD1873  ___________________________________________________________________
 DD1873* NAD 83(2001)-  33 56 51.54920(N)    078 46 58.02528(W)     ADJUSTED  
 DD1873* NAVD 88     -        11.518  (meters)      37.79   (feet)  ADJUSTED  
 DD1873  ___________________________________________________________________
 DD1873  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 DD1873  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DD1873  DYNAMIC HT  -          11.506 (meters)      37.75  (feet)  COMP
 DD1873  MODELED GRAV-     979,643.4   (mgal)                       NAVD 88
 DD1873
 DD1873  HORZ ORDER  -  SECOND
 DD1873  VERT ORDER  -  FIRST     CLASS II
 DD1873
 DD1873.The horizontal coordinates were established by classical geodetic methods
 DD1873.and adjusted by the National Geodetic Survey in March 2004..
 DD1873
 DD1873.The orthometric height was determined by differential leveling
 DD1873.and adjusted by the National Geodetic Survey in June 1991..
 DD1873
 DD1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1873
 DD1873.The geoid height was determined by GEOID03.
 DD1873
 DD1873.The dynamic height is computed by dividing the NAVD 88
 DD1873.geopotential number by the normal gravity value computed on the
 DD1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1873.degrees latitude (g = 980.6199 gals.).
 DD1873
 DD1873.The modeled gravity was interpolated from observed gravity values.
 DD1873
 DD1873;                    North         East     Units Scale Factor Converg.
 DD1873;SPC SC       -   236,667.775   814,506.913   MT  0.99980541   +1 13 45.2
 DD1873;SPC SC       -   776,469.08  2,672,266.77   iFT  0.99980541   +1 13 45.2
 DD1873;UTM  17      - 3,758,566.445   704,899.931   MT  1.00011758   +1 14 19.0
 DD1873
 DD1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1873!SPC SC       -   1.00000363  x   0.99980541  =   0.99980904
 DD1873!UTM  17      -   1.00000363  x   1.00011758  =   1.00012121
 DD1873
 DD1873|---------------------------------------------------------------------|
 DD1873| PID    Reference Object                     Distance      Geod. Az  |
 DD1873|                                                           dddmmss.s |
 DD1873| DD1874 026 052 RM 1                         25.473 METERS 31430     |
 DD1873| CE5741 026 052 ECC                          25.473 METERS 31432     |
 DD1873| DD1875 026 052 AZ MK 2                     451.044 METERS 3143251.7 |
 DD1873| DD2722 026 052 AZ MK                       451.082 METERS 3144814.5 |
 DD1873|---------------------------------------------------------------------|
 DD1873
 DD1873                          SUPERSEDED SURVEY CONTROL
 DD1873
 DD1873  NAD 83(1986)-  33 56 51.55770(N)    078 46 58.03087(W) AD(       ) 2
 DD1873  NAD 27      -  33 56 50.94022(N)    078 46 58.95971(W) AD(       ) 2
 DD1873  NGVD 29 (03/21/89)   11.835  (m)           38.83   (f) ADJUSTED    1 2
 DD1873
 DD1873.Superseded values are not recommended for survey control.
 DD1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1873.See file dsdata.txt to determine how the superseded data were derived.
 DD1873
 DD1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0490058566(NAD 83)
 DD1873_MARKER: DD = SURVEY DISK
 DD1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1873_SP_SET: CONCRETE POST
 DD1873_STAMPING: HORZ 026 - 052 1981
 DD1873_MARK LOGO: SCGS  
 DD1873_PROJECTION: FLUSH
 DD1873_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1873+STABILITY: SURFACE MOTION
 DD1873
 DD1873  HISTORY     - Date     Condition        Report By
 DD1873  HISTORY     - 1981     MONUMENTED       SCGS
 DD1873  HISTORY     - 1986     GOOD             SCGS
 DD1873  HISTORY     - 19870609 GOOD             SCGS
 DD1873
 DD1873                          STATION DESCRIPTION
 DD1873
 DD1873'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1873'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF LONGS,
 DD1873'ABOUT 3.2 KM (2.0 MI) WEST-SOUTHWEST OF STATE HIGHWAY 905, ON HIGHWAY
 DD1873'RIGHT-OF-WAY, AT THE JUNCTION OF COUNTY ROADS S-26-347 AND S-26-856.
 DD1873'
 DD1873'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 905 AND
 DD1873'COUNTY ROAD S-26-347, ABOUT 2.5 MILES SOUTHWEST OF LONGS, GO
 DD1873'SOUTHWESTERLY ON S-26-347 FOR 3.4 KM (2.1 MI) TO A SIDE ROAD RIGHT,
 DD1873'S-26-856, AND STATION ON RIGHT.
 DD1873'
 DD1873'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1873'---026 052 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DD1873'30 CM IN
 DD1873'DIAMETER FLUSH WITH THE GROUND LOCATED  7.9 METERS NE FROM THE CENTER
 DD1873'OF ROAD 026-347,  8.5 METERS NW FROM THE CENTER OF ROAD 026-856,  2.1
 DD1873'METERS W FROM THE STOP SIGNS,  1.6 METERS S FROM A METAL WITNESS
 DD1873'POST, AND  7.2 METERS SE FROM THE TELEPHONE CABLE UNDERGROUND
 DD1873'JUNCTION BOX.
 DD1873'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1873'DISK STAMPED---026 052 1981---SET INTO AN IRREGULAR MASS OF
 DD1873'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD1873'
 DD1873'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1873'DISK STAMPED---026 052 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD1873'CONCRETE MONUMENT 31 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1873'18.9 METERS NW FROM THE TELEPHONE UNDERGROUND CABLE JUNCTION BOX,
 DD1873'32.9 METERS NW FROM THE CENTER OF ROAD S-26-856,  4.3 METERS NE FROM
 DD1873'THE CENTER OF ROAD S-26-247, AND  1.1 METERS SW FROM THE METAL
 DD1873'WITNESS POST.
 DD1873'
 DD1873'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1873'STAMPED---026 052 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1873'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.6 METERS
 DD1873'SW FROM THE CENTER OF PAVED ROAD,  6.6 METERS NE FROM THE POWER LINE
 DD1873'POLE,  1.0 METERS NE FROM THE EAST EDGE OF WOODS, AND  0.9 METERS SE
 DD1873'FROM A METAL WITNESS POST.
 DD1873'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON COUNTY
 DD1873'ROAD S-26-347 FOR 0.5 KM (0.3 MI) TO MARK ON LEFT.
 DD1873
 DD1873                          STATION RECOVERY (1986)
 DD1873
 DD1873'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1873'4.7 KM (2.9 MI) WNW FROM LONGS.
 DD1873'3.6 KILOMETERS (2.25 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905 FROM
 DD1873'THE JUNCTION OF STATE HIGHWAY 9 IN LONGS, THENCE 3.3 KILOMETERS (2.05
 DD1873'MILES) NORTHWEST ALONG STATE ROAD S-26-347, SET NEAR A TELEPHONE
 DD1873'JUNCTION BOX IN THE NORTH ANGLE OF STATE ROAD S-26-856, 8.7 METERS
 DD1873'(28.54 FEET) NORTH NORTHWEST OF THE APPROXIMATE CENTER OF ROAD
 DD1873'S-26-856, 7.7 METERS (25.3 FEET) EAST NORTHEAST OF THE APPROXIMATE
 DD1873'CENTER OF ROAD S-26-347, 7.02 METERS (23.0 FEET) SOUTH SOUTHEAST OF
 DD1873'THE JUNCTION BOX.
 DD1873'THE MARK IS 1.53 METERS  SSW FROM  A WITNESS POST
 DD1873'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1873
 DD1873                          STATION RECOVERY (1987)
 DD1873
 DD1873'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1875 ***********************************************************************
 DD1875  DESIGNATION -  026 052 AZ MK 2
 DD1875  PID         -  DD1875
 DD1875  STATE/COUNTY-  SC/HORRY
 DD1875  USGS QUAD   -  HAMMOND (1984)
 DD1875
 DD1875                         *CURRENT SURVEY CONTROL
 DD1875  ___________________________________________________________________
 DD1875* NAD 83(2001)-  33 57 01.81818(N)    078 47 10.54387(W)     ADJUSTED  
 DD1875* NAVD 88     -        11.511  (meters)      37.77   (feet)  ADJUSTED  
 DD1875  ___________________________________________________________________
 DD1875  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 DD1875  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DD1875  DYNAMIC HT  -          11.499 (meters)      37.73  (feet)  COMP
 DD1875  MODELED GRAV-     979,643.5   (mgal)                       NAVD 88
 DD1875
 DD1875  HORZ ORDER  -  THIRD
 DD1875  VERT ORDER  -  FIRST     CLASS II
 DD1875
 DD1875.The horizontal coordinates were established by classical geodetic methods
 DD1875.and adjusted by the National Geodetic Survey in March 2004..
 DD1875.No horizontal observational check was made to the station.
 DD1875
 DD1875.The orthometric height was determined by differential leveling
 DD1875.and adjusted by the National Geodetic Survey in June 1991..
 DD1875
 DD1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1875
 DD1875.The geoid height was determined by GEOID03.
 DD1875
 DD1875.The dynamic height is computed by dividing the NAVD 88
 DD1875.geopotential number by the normal gravity value computed on the
 DD1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1875.degrees latitude (g = 980.6199 gals.).
 DD1875
 DD1875.The modeled gravity was interpolated from observed gravity values.
 DD1875
 DD1875;                    North         East     Units Scale Factor Converg.
 DD1875;SPC SC       -   236,977.155   814,178.819   MT  0.99980565   +1 13 38.3
 DD1875;SPC SC       -   777,484.10  2,671,190.35   iFT  0.99980565   +1 13 38.3
 DD1875;UTM  17      - 3,758,875.867   704,571.684   MT  1.00011592   +1 14 12.3
 DD1875
 DD1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1875!SPC SC       -   1.00000363  x   0.99980565  =   0.99980928
 DD1875!UTM  17      -   1.00000363  x   1.00011592  =   1.00011955
 DD1875
 DD1875                          SUPERSEDED SURVEY CONTROL
 DD1875
 DD1875  NAD 83(1986)-  33 57 01.82694(N)    078 47 10.54917(W) AD(       ) 3
 DD1875  NGVD 29 (03/21/89)   11.828  (m)           38.81   (f) ADJUSTED    1 2
 DD1875
 DD1875.Superseded values are not recommended for survey control.
 DD1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1875.See file dsdata.txt to determine how the superseded data were derived.
 DD1875
 DD1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0457258876(NAD 83)
 DD1875_MARKER: DD = SURVEY DISK
 DD1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1875_SP_SET: CONCRETE POST
 DD1875_STAMPING: AZ MK 026 052 NO 2 1986
 DD1875_MARK LOGO: SCGS  
 DD1875_PROJECTION: FLUSH
 DD1875_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1875
 DD1875  HISTORY     - Date     Condition        Report By
 DD1875  HISTORY     - 1986     MONUMENTED       SCGS
 DD1875  HISTORY     - 19870609 GOOD             SCGS
 DD1875
 DD1875                          STATION DESCRIPTION
 DD1875
 DD1875'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1875'4.7 KM (2.95 MI) WNW FROM LONGS.
 DD1875'3.6 KILOMETERS (2.25 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905 FROM
 DD1875'THE JUNCTION OF STATE HIGHWAY 9 IN LONGS, THENCE 3.8 KILOMETERS (2.35
 DD1875'MILES) NORTHWEST ALONG STATE ROAD S-26-347, SET NEAR A POWER POLE,
 DD1875'1.64 METERS (5.4 FEET) SOUTHWEST OF THE POWER POLE, 12.1 METERS (39.7
 DD1875'FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF THE ROAD, 12.95 METERS
 DD1875'(42.5 FEET) EAST SOUTHEAST OF A BLAZED 18 INCH PINE TREE, 12.63 METERS
 DD1875'(41.4 FEET) NORTH OF A BLAZED 22 INCH PINE TREE.
 DD1875'THE MARK IS 1.75 METERS  SW FROM  A WITNESS POST
 DD1875'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1875
 DD1875                          STATION RECOVERY (1987)
 DD1875
 DD1875'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1874 ***********************************************************************
 DD1874  DESIGNATION -  026 052 RM 1
 DD1874  PID         -  DD1874
 DD1874  STATE/COUNTY-  SC/HORRY
 DD1874  USGS QUAD   -  HAMMOND (1984)
 DD1874
 DD1874                         *CURRENT SURVEY CONTROL
 DD1874  ___________________________________________________________________
 DD1874* NAD 83(2001)-  33 56 52.12876(N)    078 46 58.73275(W)     ADJUSTED  
 DD1874* NAVD 88     -        11.346  (meters)      37.22   (feet)  ADJUSTED  
 DD1874  ___________________________________________________________________
 DD1874  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 DD1874  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DD1874  DYNAMIC HT  -          11.335 (meters)      37.19  (feet)  COMP
 DD1874  MODELED GRAV-     979,643.4   (mgal)                       NAVD 88
 DD1874
 DD1874  HORZ ORDER  -  THIRD
 DD1874  VERT ORDER  -  FIRST     CLASS II
 DD1874
 DD1874.The horizontal coordinates were established by classical geodetic methods
 DD1874.and adjusted by the National Geodetic Survey in March 2004..
 DD1874.No horizontal observational check was made to the station.
 DD1874
 DD1874.The orthometric height was determined by differential leveling
 DD1874.and adjusted by the National Geodetic Survey in June 1991..
 DD1874
 DD1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1874
 DD1874.The geoid height was determined by GEOID03.
 DD1874
 DD1874.The dynamic height is computed by dividing the NAVD 88
 DD1874.geopotential number by the normal gravity value computed on the
 DD1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1874.degrees latitude (g = 980.6199 gals.).
 DD1874
 DD1874.The modeled gravity was interpolated from observed gravity values.
 DD1874
 DD1874;                    North         East     Units Scale Factor Converg.
 DD1874;SPC SC       -   236,685.235   814,488.371   MT  0.99980542   +1 13 44.8
 DD1874;SPC SC       -   776,526.36  2,672,205.94   iFT  0.99980542   +1 13 44.8
 DD1874;UTM  17      - 3,758,583.907   704,881.381   MT  1.00011749   +1 14 18.6
 DD1874
 DD1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1874!SPC SC       -   1.00000366  x   0.99980542  =   0.99980908
 DD1874!UTM  17      -   1.00000366  x   1.00011749  =   1.00012115
 DD1874
 DD1874                          SUPERSEDED SURVEY CONTROL
 DD1874
 DD1874  NAD 83(1986)-  33 56 52.13726(N)    078 46 58.73831(W) AD(       ) 3
 DD1874  NGVD 29 (03/21/89)   11.664  (m)           38.27   (f) ADJUSTED    1 2
 DD1874
 DD1874.Superseded values are not recommended for survey control.
 DD1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1874.See file dsdata.txt to determine how the superseded data were derived.
 DD1874
 DD1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0488158584(NAD 83)
 DD1874_MARKER: DD = SURVEY DISK
 DD1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1874_SP_SET: CONCRETE POST
 DD1874_STAMPING: RM 1 026 - 052 1981
 DD1874_MARK LOGO: SCGS  
 DD1874_PROJECTION: FLUSH
 DD1874_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1874+STABILITY: SURFACE MOTION
 DD1874
 DD1874  HISTORY     - Date     Condition        Report By
 DD1874  HISTORY     - 1981     MONUMENTED       SCGS
 DD1874  HISTORY     - 1986     GOOD             SCGS
 DD1874  HISTORY     - 19870609 GOOD             SCGS
 DD1874
 DD1874                          STATION DESCRIPTION
 DD1874
 DD1874'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1874'4.7 KM (2.9 MI) WNW FROM LONGS.
 DD1874'3.6 KILOMETERS (2.25 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905 FROM
 DD1874'THE JUNCTION OF STATE HIGHWAY 9 IN LONGS, THENCE 3.3 KILOMETERS (2.05
 DD1874'MILES) NORTHWEST ALONG STATE ROAD S-26-347, SET NEAR A TELEPHONE
 DD1874'JUNCTION BOX IN THE NORTH ANGLE OF STATE ROAD S-26-856, 34.1 METERS
 DD1874'(111.9 FEET) NORTH NORTHWEST OF THE APPROXIMATE CENTER OF ROAD
 DD1874'S-26-856, 18.65 METERS (61.2 FEET) WEST NORTHWEST OF THE JUNCTION BOX,
 DD1874'4.43 METERS (14.5 FEET) EAST NORTHEAST OF THE APPROXIMATE CENTER OF
 DD1874'ROAD S-26-347, 25.4 METERS (83.3 FEET) NORTHWEST OF SURVEY MARK 026
 DD1874'052 SCGS.
 DD1874'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1874
 DD1874                          STATION RECOVERY (1987)
 DD1874
 DD1874'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1672 ***********************************************************************
 DD1672  DESIGNATION -  026 053
 DD1672  PID         -  DD1672
 DD1672  STATE/COUNTY-  SC/HORRY
 DD1672  USGS QUAD   -  OCEAN FOREST (1984)
 DD1672
 DD1672                         *CURRENT SURVEY CONTROL
 DD1672  ___________________________________________________________________
 DD1672* NAD 83(2001)-  33 44 57.70396(N)    078 48 57.84117(W)     ADJUSTED  
 DD1672* NAVD 88     -         9.513  (meters)      31.21   (feet)  ADJUSTED  
 DD1672  ___________________________________________________________________
 DD1672  X           -   1,029,677.911 (meters)                     COMP
 DD1672  Y           -  -5,207,917.824 (meters)                     COMP
 DD1672  Z           -   3,523,350.714 (meters)                     COMP
 DD1672  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DD1672  ELLIP HEIGHT-         -25.26  (meters)          (03/13/03) GPS OBS
 DD1672  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1672  DYNAMIC HT  -           9.503 (meters)      31.18  (feet)  COMP
 DD1672  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 DD1672
 DD1672  HORZ ORDER  -  FIRST
 DD1672  VERT ORDER  -  FIRST     CLASS II
 DD1672  ELLP ORDER  -  FOURTH    CLASS II
 DD1672
 DD1672.The horizontal coordinates were established by GPS observations
 DD1672.and adjusted by the National Geodetic Survey in March 2003..
 DD1672
 DD1672.The orthometric height was determined by differential leveling
 DD1672.and adjusted by the National Geodetic Survey in June 1991..
 DD1672
 DD1672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1672
 DD1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1672
 DD1672.The ellipsoidal height was determined by GPS observations
 DD1672.and is referenced to NAD 83.
 DD1672
 DD1672.The geoid height was determined by GEOID03.
 DD1672
 DD1672.The dynamic height is computed by dividing the NAVD 88
 DD1672.geopotential number by the normal gravity value computed on the
 DD1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1672.degrees latitude (g = 980.6199 gals.).
 DD1672
 DD1672.The modeled gravity was interpolated from observed gravity values.
 DD1672
 DD1672;                    North         East     Units Scale Factor Converg.
 DD1672;SPC SC       -   214,617.316   811,896.210   MT  0.99979463   +1 12 38.8
 DD1672;SPC SC       -   704,125.05  2,663,701.48   iFT  0.99979463   +1 12 38.8
 DD1672;UTM  17      - 3,736,508.824   702,290.781   MT  1.00010450   +1 12 49.4
 DD1672
 DD1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1672!SPC SC       -   1.00000397  x   0.99979463  =   0.99979859
 DD1672!UTM  17      -   1.00000397  x   1.00010450  =   1.00010847
 DD1672
 DD1672:                Primary Azimuth Mark                     Grid Az
 DD1672:SPC SC       -  026 053 AZ MK                            044 15 34.2
 DD1672:UTM  17      -  026 053 AZ MK                            044 15 23.6
 DD1672
 DD1672|---------------------------------------------------------------------|
 DD1672| PID    Reference Object                     Distance      Geod. Az  |
 DD1672|                                                           dddmmss.s |
 DD1672| DD1674 026 053 AZ MK                       APPROX. 1.2 KM 0452813.0 |
 DD1672| DD4569 5475 B                              APPROX. 0.6 KM 1602222.2 |
 DD1672| DD3712 026 053 RM 1                         34.000 METERS 33621     |
 DD1672|---------------------------------------------------------------------|
 DD1672
 DD1672                          SUPERSEDED SURVEY CONTROL
 DD1672
 DD1672  NAD 83(1995)-  33 44 57.70414(N)    078 48 57.84076(W) AD(       ) 1
 DD1672  ELLIP H (12/20/99)  -25.27   (m)                       GP(       ) 4 1
 DD1672  NAD 83(1986)-  33 44 57.71277(N)    078 48 57.84674(W) AD(       ) 1
 DD1672  NAD 83(1986)-  33 44 57.71243(N)    078 48 57.84633(W) AD(       ) 2
 DD1672  NAD 83(1986)-  33 44 57.71249(N)    078 48 57.84679(W) AD(       ) 2
 DD1672  NAD 27      -  33 44 57.09170(N)    078 48 58.76901(W) AD(       ) 2
 DD1672  NAVD 88 (04/10/98)    9.51   (m)           31.2    (f) LEVELING    3  
 DD1672  NGVD 29 (05/09/91)    9.824  (m)           32.23   (f) ADJUSTED    1 2
 DD1672
 DD1672.Superseded values are not recommended for survey control.
 DD1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1672.See file dsdata.txt to determine how the superseded data were derived.
 DD1672
 DD1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0229136509(NAD 83)
 DD1672_MARKER: DD = SURVEY DISK
 DD1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1672_SP_SET: CONCRETE POST
 DD1672_STAMPING: HORZ 026-053 1981
 DD1672_MARK LOGO: SCGS  
 DD1672_PROJECTION: FLUSH
 DD1672_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1672+STABILITY: SURFACE MOTION
 DD1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1672+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD1672
 DD1672  HISTORY     - Date     Condition        Report By
 DD1672  HISTORY     - 1981     MONUMENTED       SCGS
 DD1672  HISTORY     - 1986     GOOD             SCGS
 DD1672  HISTORY     - 19871120 GOOD             SCCC
 DD1672  HISTORY     - 19900424 GOOD             NGS
 DD1672  HISTORY     - 19900924 GOOD             NGS
 DD1672  HISTORY     - 19970715 GOOD             SCGS
 DD1672  HISTORY     - 20010331 GOOD             NGS
 DD1672  HISTORY     - 20060822 GOOD             USPSQD
 DD1672
 DD1672                          STATION DESCRIPTION
 DD1672
 DD1672'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1672'THE STATION IS LOCATED IN MYRTLE BEACH AT THE JUNCTION OF 79TH AVE.
 DD1672'AND KINGS HIGHWAY (U.S. 17) AT THE ANCHOR BANK.
 DD1672'
 DD1672'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 501
 DD1672'AND 17, GO NORTHERLY ON HIGHWAY 17 FOR 7.9 MILES.  TURN RIGHT,
 DD1672'EASTERLY, ON 79TH STREET, GO 0.7 MILES TO KINGS HIGHWAY AND STATION
 DD1672'ON THE LEFT.
 DD1672'
 DD1672'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1672'---026 053 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1672'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 14.9 METERS SW FROM THE
 DD1672'CENTER OF KINGS HIGHWAY (U.S. BUSINESS 17), 35.4 METERS SSE FROM THE
 DD1672'SOUTH CORNER OF BANK BUILDING,  9.0 METERS E FROM THE SOUTHEAST
 DD1672'CORNER OF BANK SIGN,  1.4 METERS E FROM THE WITNESS POST, AND  0.9
 DD1672'METERS WNW FROM THE CONCRETE CURB.
 DD1672'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1672'DISK STAMPED---026 053 1981---SET INTO AN IRREGULAR MASS OF
 DD1672'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD1672'
 DD1672'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1672'DISK STAMPED---026 053 RM1 1981---SET IN DRILL HOLE IN CONCRETE
 DD1672'SIDEWALK. LOCATED  5.2 METERS ESE FROM THE CENTER OF SIDE ENTRANCE TO
 DD1672'BANK BUILDING,  1.6 METERS SE FROM THE SOUTH CORNER OF BANK BUILDING,
 DD1672'AND  0.4 METERS WNW FROM THE CONCRETE CURB.
 DD1672'
 DD1672'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1672'STAMPED---026 053 AZMK 1981---IS SET IN DRILL HOLE IN CONCRETE
 DD1672'DIVIDER. LOCATED 36.2 METERS SW FROM THE JUNCTION OF CLUB DRIVE
 DD1672'AND PAVED ROAD,  5.5 METERS SE FROM THE CENTER OF PAVED STREET (WEST
 DD1672'BOUND),  3.4 METERS NE FROM THE CENTER OF PAVED STREET (EAST BOUND
 DD1672'LANE), AND 13.1 METERS SW FROM THE END OF CONCRETE DIVIDER.
 DD1672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON KINGS
 DD1672'HIGHWAY FOR 0.7 MILES TO THE INTERSECTIONS OF U.S. HIGHWAY 17, S.C.
 DD1672'73, AND CLUB DRIVE AND THE MARK ON THE SOUTHWEST CORNER OF THE
 DD1672'CONCRETE TRAFFIC ISLAND.
 DD1672
 DD1672                          STATION RECOVERY (1986)
 DD1672
 DD1672'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1672'8.9 KM (5.55 MI) NE FROM MYRTLE BEACH.
 DD1672'THE MARK IS 0.20 M ABOVE HIGHWAY.
 DD1672'8.8 KM (5.5 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1672'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1672'MYRTLE BEACH, SET IN FRONT OF THE ANCHOR BANK IN THE NORTH ANGLE OF
 DD1672'79TH AVENUE NORTH, 12.5 METERS (41.01 FT) SOUTHEAST OF THE CENTER OF
 DD1672'THE BANKS ENTRANCE DRIVE, 10.4 METERS (34.12 FT) EAST OF A STUCCO
 DD1672'POST SIGN (THE ANCHOR BANK), 35.5 METERS (116.47 FT) SOUTH SOUTHEAST
 DD1672'OF THE EAST CORNER OF THE BANK, 15.3 METERS (50.2 FT) NORTH NORTHWEST
 DD1672'OF A CEMENT MEDIAN OF HIGHWAY 17, 28.0 METERS (91.86 FT) NORTHEAST OF
 DD1672'THE CENTER OF THE AVENUE.
 DD1672
 DD1672                          STATION RECOVERY (1987)
 DD1672
 DD1672'RECOVERY NOTE BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD1672'THE STATION IS LOCATED (5.5 MI) NORTHEAST ALONG U.S. HIGHWAY 17
 DD1672'BUSINESS (KINGS HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN
 DD1672'STREET) IN MYRTLE BEACH, SET IN FRONT OF THE ANCHOR BANK IN THE NORTH
 DD1672'ANGLE OF 79TH AVENUE NORTH.
 DD1672'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1672'STAMPED---026 053 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DD1672'30-CM IN DIAMETER FLUSH WITH THE GROUND, (41.01 FT) SOUTHEAST FROM THE
 DD1672'CENTER OF THE BANKS ENTRANCE DRIVE, (34.12 FT) EAST FROM A STUCCO POST
 DD1672'SIGN (THE ANCHOR BANK), (116.47 FT) SOUTH SOUTHEAST FROM THE EAST
 DD1672'CORNER OF THE BANK, (50.2 FT) NORTH NORTHWEST FROM A CEMENT MEDIAN OF
 DD1672'HIGHWAY 17, (91.86 FT) NORTHEAST FROM THE CENTER OF THE AVENUE.
 DD1672
 DD1672                          STATION RECOVERY (1990)
 DD1672
 DD1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1672'RECOVERED IN GOOD CONDITION.
 DD1672
 DD1672                          STATION RECOVERY (1990)
 DD1672
 DD1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1672'THE STATION IS LOCATED IN MYRTLE BEACH AT THE JUNCTION OF 79TH AVENUE
 DD1672'AND U.S. HIGHWAY 17 (KINGS HIGHWAY) ON ROAD RIGHT-OF-WAY.
 DD1672'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD1672'SC 29202, PHONE 803-737-1314.
 DD1672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 501 AND 17,
 DD1672'JUST NORTHWEST OF MYRTLE BEACH, GO NORTHERLY ON U.S. HIGHWAY 17
 DD1672'BYPASS FOR 12.7 KM (7.9 MI) TO 79TH AVENUE NORTH.  TURN RIGHT AND GO
 DD1672'EASTERLY FOR 1.13 KM (0.70 MI) TO HIGHWAY 17 BUSINESS (KINGS HIGHWAY)
 DD1672'AND THE STATION ON THE LEFT.
 DD1672'THE STATION IS LOCATED 35.4 M (116.1 FT) SOUTH-SOUTHEAST FROM THE
 DD1672'SOUTH CORNER OF A BANK, 14.9 M (48.9 FT) SOUTHWEST FROM CENTER OF
 DD1672'KINGS HIGHWAY, 9.0 M (29.5 FT) EAST FROM THE SOUTHEAST CORNER OF A
 DD1672'BANK SIGN, 1.4 M (4.6 FT) EAST FROM A WITNESS POST AND 0.9 M
 DD1672'(3.0 FT) WEST-NORTHWEST FROM THE CURB.
 DD1672
 DD1672                          STATION RECOVERY (1997)
 DD1672
 DD1672'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1672'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTHEAST OF MYRTLE BEACH, 14.65
 DD1672'MILES (23.58 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR
 DD1672'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1672'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1672'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (KINGS HIGHWAY) ,
 DD1672'7.15 MILES (11.51 KM) NORTHEAST OF MYRTLE BEACH, GO SOUTHWEST ON
 DD1672'HIGHWAY 17 BUSINESS FOR 1.5 MILES (2.4 KM) TO THE STATION ON THE RIGHT
 DD1672'NEAR A BANK SIGN IN THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD 374
 DD1672'(79TH AVENUE NORTH) .  STATION IS A CONCRETE POST FLUSH WITH THE
 DD1672'GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 92.4 FEET (28.2 M)
 DD1672'NORTHEAST OF THE CENTER OF ROAD 374, 2.9 FEET (0.9 M) NORTHWEST OF THE
 DD1672'SOUTHEAST EDGE OF THE CURB OF HIGHWAY, 108.4 FEET (33.0 M) SOUTHEAST
 DD1672'OF THE SOUTH CORNER OF THE BANK, 49.7 FEET (15.1 M) NORTHEAST OF A
 DD1672'POWER POLE NUMBER 61228 WITH THREE GUY WIRES, 33.0 FEET (10.1 M) EAST
 DD1672'OF THE EAST CORNER OF A STUCCO SUPPORT POST FOR THE ANCHOR BANK SIGN,
 DD1672'69.2 FEET (21.1 M) SOUTHWEST OF APPLEBEES SIGN SUPPORT POST, 42.2 FEET
 DD1672'(12.9 M) NORTHEAST OF A WITNESS POST.  NOTE-STATION IS NOT
 DD1672'INTERVISIBLE WITH SURVEY STATION 026 053 AZ MK.  RECOVERED BY C.E.
 DD1672'GEOGHEGAN.
 DD1672
 DD1672                          STATION RECOVERY (2001)
 DD1672
 DD1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1672'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DD1672
 DD1672                          STATION RECOVERY (2006)
 DD1672
 DD1672'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1674 ***********************************************************************
 DD1674  DESIGNATION -  026 053 AZ MK
 DD1674  PID         -  DD1674
 DD1674  STATE/COUNTY-  SC/HORRY
 DD1674  USGS QUAD   -  HAND (1984)
 DD1674
 DD1674                         *CURRENT SURVEY CONTROL
 DD1674  ___________________________________________________________________
 DD1674* NAD 83(2001)-  33 45 24.43117(N)    078 48 25.31209(W)     ADJUSTED  
 DD1674* NAVD 88     -         7.070  (meters)      23.20   (feet)  ADJUSTED  
 DD1674  ___________________________________________________________________
 DD1674  X           -   1,030,410.005 (meters)                     COMP
 DD1674  Y           -  -5,207,304.542 (meters)                     COMP
 DD1674  Z           -   3,524,034.024 (meters)                     COMP
 DD1674  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DD1674  ELLIP HEIGHT-         -27.71  (meters)          (03/13/03) GPS OBS
 DD1674  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1674  DYNAMIC HT  -           7.063 (meters)      23.17  (feet)  COMP
 DD1674  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 DD1674
 DD1674  HORZ ORDER  -  FIRST
 DD1674  VERT ORDER  -  FIRST     CLASS II
 DD1674  ELLP ORDER  -  FOURTH    CLASS II
 DD1674
 DD1674.The horizontal coordinates were established by GPS observations
 DD1674.and adjusted by the National Geodetic Survey in March 2003..
 DD1674
 DD1674.The orthometric height was determined by differential leveling
 DD1674.and adjusted by the National Geodetic Survey in June 1991..
 DD1674
 DD1674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1674
 DD1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1674
 DD1674.The ellipsoidal height was determined by GPS observations
 DD1674.and is referenced to NAD 83.
 DD1674
 DD1674.The geoid height was determined by GEOID03.
 DD1674
 DD1674.The dynamic height is computed by dividing the NAVD 88
 DD1674.geopotential number by the normal gravity value computed on the
 DD1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1674.degrees latitude (g = 980.6199 gals.).
 DD1674
 DD1674.The modeled gravity was interpolated from observed gravity values.
 DD1674
 DD1674;                    North         East     Units Scale Factor Converg.
 DD1674;SPC SC       -   215,458.165   812,715.601   MT  0.99979482   +1 12 56.8
 DD1674;SPC SC       -   706,883.74  2,666,389.77   iFT  0.99979482   +1 12 56.8
 DD1674;UTM  17      - 3,737,349.979   703,110.382   MT  1.00010860   +1 13 08.3
 DD1674
 DD1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1674!SPC SC       -   1.00000435  x   0.99979482  =   0.99979917
 DD1674!UTM  17      -   1.00000435  x   1.00010860  =   1.00011295
 DD1674
 DD1674:                Primary Azimuth Mark                     Grid Az
 DD1674:SPC SC       -  026 078                                  005 29 43.5
 DD1674:UTM  17      -  026 078                                  005 29 32.0
 DD1674
 DD1674|---------------------------------------------------------------------|
 DD1674| PID    Reference Object                     Distance      Geod. Az  |
 DD1674|                                                           dddmmss.s |
 DD1674| DD1595 026 078                             APPROX. 1.2 KM 0064240.3 |
 DD1674| DD1672 026 053                             APPROX. 1.2 KM 2252831.1 |
 DD1674|---------------------------------------------------------------------|
 DD1674
 DD1674                          SUPERSEDED SURVEY CONTROL
 DD1674
 DD1674  NAD 83(1995)-  33 45 24.43140(N)    078 48 25.31166(W) AD(       ) 1
 DD1674  ELLIP H (12/20/99)  -27.72   (m)                       GP(       ) 4 1
 DD1674  NAD 83(1986)-  33 45 24.44000(N)    078 48 25.31787(W) AD(       ) 1
 DD1674  NAD 83(1986)-  33 45 24.43945(N)    078 48 25.31668(W) AD(       ) 2
 DD1674  NAD 83(1986)-  33 45 24.43979(N)    078 48 25.31756(W) AD(       ) 2
 DD1674  NAD 27      -  33 45 23.81906(N)    078 48 26.24019(W) AD(       ) 2
 DD1674  NAVD 88 (04/10/98)    7.07   (m)           23.2    (f) LEVELING    3  
 DD1674  NGVD 29 (05/09/91)    7.380  (m)           24.21   (f) ADJUSTED    1 2
 DD1674
 DD1674.Superseded values are not recommended for survey control.
 DD1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1674.See file dsdata.txt to determine how the superseded data were derived.
 DD1674
 DD1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0311037350(NAD 83)
 DD1674_MARKER: DD = SURVEY DISK
 DD1674_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD1674_SP_SET: MEDIAN
 DD1674_STAMPING: AZ MK 026-053 1981
 DD1674_MARK LOGO: SCGS  
 DD1674_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1674+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 DD1674
 DD1674  HISTORY     - Date     Condition        Report By
 DD1674  HISTORY     - 1981     MONUMENTED       MJH
 DD1674  HISTORY     - 1986     GOOD             SCGS
 DD1674  HISTORY     - 19871120 GOOD             SCCC
 DD1674  HISTORY     - 19900424 GOOD             NGS
 DD1674  HISTORY     - 19970617 GOOD             SCGS
 DD1674
 DD1674                          STATION DESCRIPTION
 DD1674
 DD1674'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1674'10.1 KM (6.3 MI) NE FROM MYRTLE BEACH.
 DD1674'9.9 KM (6.15 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1674'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1674'MYRTLE BEACH TO A FORK, THENCE 0.2 KM (0.1 MI) EAST NORTHEAST ALONG A
 DD1674'PAVED ROAD, SET IN THE SOUTHWEST ANGLE OF A VEE SHAPED CONCRETE
 DD1674'DIVIDER AT THE INTERSECTION OF CLUB DRIVE.
 DD1674'THE MARK IS 1.85 METERS  ESE FROM A WITNESS POST.
 DD1674'THE MARK IS 0.20 M ABOVE PAVED ROAD.
 DD1674
 DD1674                          STATION RECOVERY (1987)
 DD1674
 DD1674'RECOVERY NOTE BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD1674'THE STATION IS LOCATED (6.15 MI) NORTHEAST ALONG U.S. HIGHWAY 17
 DD1674'BUSINESS (KINGS HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN
 DD1674'STREET) IN MYRTLE BEACH TO A FORK, (0.1 MI) EAST NORTHEAST ALONG A
 DD1674'PAVED ROAD, SET IN THE SOUTHWEST ANGLE OF A VEE SHAPED CONCRETE
 DD1674'DIVIDER AT THE INTERSECTION OF CLUB DRIVE.
 DD1674'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1674'STAMPED---026 053 AZ MK 1981---SET IN A DRILL HOLE IN CONCRETE
 DD1674'DIVIDER.
 DD1674
 DD1674                          STATION RECOVERY (1990)
 DD1674
 DD1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1674'RECOVERED IN GOOD CONDITION.
 DD1674
 DD1674                          STATION RECOVERY (1997)
 DD1674
 DD1674'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1674'STATION IS LOCATED 6.55 MILES (10.54 KM) NORTHEAST OF MYRTLE BEACH,
 DD1674'14.9 MILES (24.0 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD1674'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1674'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1674'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (KINGS HIGHWAY) ,
 DD1674'7.15 MILES (11.51 KM) NORTHEAST OF MYRTLE BEACH, GO SOUTHWEST ON
 DD1674'HIGHWAY 17 BUSINESS FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE
 DD1674'HIGHWAY 73 (OCEAN BOULEVARD) , TURN LEFT ON HIGHWAY 73 FOR 0.05 MILE
 DD1674'(0.08 KM) TO A CROSSROAD (CONNECTOR TO HIGHWAY 17 BUSINESS) , TURN
 DD1674'RIGHT ON CONNECTOR FOR 0.05 MILE (0.08 KM) TO THE STATION IN THE SOUTH
 DD1674'CORNER OF A CONCRETE ISLAND SEPARATING THE EXIT RAMP FOR HIGHWAY 17
 DD1674'BUSINESS NORTH AND THE ENTRANCE RAMP TO HIGHWAY 17 BUSINESS SOUTH.
 DD1674'STATION IS A DISK IN DRILL HOLE IN A CONCRETE MEDIAN AND 0.5 FOOT
 DD1674'(15.2 CM) ABOVE THE EXIT RAMP, 11.9 FEET (3.6 M) NORTHWEST OF THE
 DD1674'CENTER OF THE EXIT RAMP, 16.4 FEET (5.0 M) SOUTH SOUTHEAST OF THE
 DD1674'CENTER OF THE ENTRANCE RAMP, 107.7 FEET (32.8 M) SOUTHEAST OF THE
 DD1674'CENTER OF THE NORTHBOUND LANES OF HIGHWAY 17, 110.1 FEET (33.6 M) WEST
 DD1674'SOUTHWEST OF THE CENTER OF HIGHWAY 73, 94.8 FEET (28.9 M) NORTHEAST OF
 DD1674'A POWER POLE NUMBER 18267, 28.7 FEET (8.7 M) NORTHEAST OF A WITNESS
 DD1674'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 026 078.
 DD1674'RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1663 ***********************************************************************
 DD1663  DESIGNATION -  026 055
 DD1663  PID         -  DD1663
 DD1663  STATE/COUNTY-  SC/HORRY
 DD1663  USGS QUAD   -  OCEAN FOREST (1984)
 DD1663
 DD1663                         *CURRENT SURVEY CONTROL
 DD1663  ___________________________________________________________________
 DD1663* NAD 83(2001)-  33 42 30.69964(N)    078 51 35.29986(W)     ADJUSTED  
 DD1663* NAVD 88     -         2.775  (meters)       9.10   (feet)  ADJUSTED  
 DD1663  ___________________________________________________________________
 DD1663  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 DD1663  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1663  DYNAMIC HT  -           2.773 (meters)       9.10  (feet)  COMP
 DD1663  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 DD1663
 DD1663  HORZ ORDER  -  SECOND
 DD1663  VERT ORDER  -  FIRST     CLASS II
 DD1663
 DD1663.The horizontal coordinates were established by classical geodetic methods
 DD1663.and adjusted by the National Geodetic Survey in March 2004..
 DD1663
 DD1663.The orthometric height was determined by differential leveling
 DD1663.and adjusted by the National Geodetic Survey in June 1991..
 DD1663
 DD1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1663
 DD1663.The geoid height was determined by GEOID03.
 DD1663
 DD1663.The dynamic height is computed by dividing the NAVD 88
 DD1663.geopotential number by the normal gravity value computed on the
 DD1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1663.degrees latitude (g = 980.6199 gals.).
 DD1663
 DD1663.The modeled gravity was interpolated from observed gravity values.
 DD1663
 DD1663;                    North         East     Units Scale Factor Converg.
 DD1663;SPC SC       -   210,005.196   807,939.095   MT  0.99979389   +1 11 11.5
 DD1663;SPC SC       -   688,993.43  2,650,718.82   iFT  0.99979389   +1 11 11.5
 DD1663;UTM  17      - 3,731,895.161   698,332.660   MT  1.00008496   +1 11 17.3
 DD1663
 DD1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1663!SPC SC       -   1.00000502  x   0.99979389  =   0.99979891
 DD1663!UTM  17      -   1.00000502  x   1.00008496  =   1.00008998
 DD1663
 DD1663:                Primary Azimuth Mark                     Grid Az
 DD1663:SPC SC       -  SHERATON                                 046 13 50.7
 DD1663:UTM  17      -  SHERATON                                 046 13 44.9
 DD1663
 DD1663|---------------------------------------------------------------------|
 DD1663| PID    Reference Object                     Distance      Geod. Az  |
 DD1663|                                                           dddmmss.s |
 DD1663| DD2679 SHERATON                            APPROX. 5.2 KM 0472502.2 |
 DD1663| DD1664 026 055 RM 1                         28.354 METERS 27928     |
 DD1663| DD1662 026 055 AZ MK                       318.743 METERS 31048     |
 DD1663|---------------------------------------------------------------------|
 DD1663
 DD1663                          SUPERSEDED SURVEY CONTROL
 DD1663
 DD1663  NAD 83(1986)-  33 42 30.70721(N)    078 51 35.30692(W) AD(       ) 2
 DD1663  NAD 27      -  33 42 30.09105(N)    078 51 36.23552(W) AD(       ) 2
 DD1663  NGVD 29 (03/21/89)    3.081  (m)           10.11   (f) ADJUSTED    1 2
 DD1663
 DD1663.Superseded values are not recommended for survey control.
 DD1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1663.See file dsdata.txt to determine how the superseded data were derived.
 DD1663
 DD1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9833331895(NAD 83)
 DD1663_MARKER: DD = SURVEY DISK
 DD1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1663_SP_SET: CONCRETE POST
 DD1663_STAMPING: HORZ 026 - 055 1981
 DD1663_MARK LOGO: SCGS  
 DD1663_PROJECTION: RECESSED 25 CENTIMETERS
 DD1663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1663+STABILITY: SURFACE MOTION
 DD1663
 DD1663  HISTORY     - Date     Condition        Report By
 DD1663  HISTORY     - 1981     MONUMENTED       SCGS
 DD1663  HISTORY     - 1985     GOOD             SCGS
 DD1663  HISTORY     - 19970618 MARK NOT FOUND   SCGS
 DD1663  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD1663  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD1663
 DD1663                          STATION DESCRIPTION
 DD1663
 DD1663'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1663'THE STATION IS LOCATED IN MYRTLE BEACH AT THE END
 DD1663'OF 31RST AVE. NORTH, ABOUT ONE BLOCK EAST OF OCEAN BLVD. AND TWO
 DD1663'BLOCKS EAST OF U.S.  HIGHWAY (KINGS HIGHWAY) ON 31RST AVE. NORTH.
 DD1663'
 DD1663'TO REACH THE STATION FROM THE POST OFFICE IN MYRTLE BEACH GO NORTH
 DD1663'ON KINGS HIGHWAY TO 31RST AVE NORTH, TURN RIGHT GO TWO BLOCKS TO
 DD1663'STATION ON RIGHT.
 DD1663'
 DD1663'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1663'---026-055 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT  30
 DD1663'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 58.5 METERS FROM ,  6.2
 DD1663'METERS ENE FROM THE NE CORNER OF THE JAMACIA HOTEL,  4.3 METERS NW
 DD1663'FROM THE EDGE OF SANDY BEACH,  1.2 METERS SW FROM THE BOARD FENCE,
 DD1663'0.9 METERS FROM NORTH OF WITNESS POST, AND  0.6 METERS WNW FROM THE
 DD1663'LIGHT POLE.   THE UNDERGROUND MARK IS STANDARD SCGS DISK THAT IS
 DD1663'STAMPED---026-053 1981---SET INTO THE TOP OF AN IRREGULAR MASS OF
 DD1663'CONCRETE 1.1 M (3.8 FT) BELOW THE GROUND SURFACE.
 DD1663'
 DD1663'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1663'DISK STAMPED---026-055 1981---RM 1 IS SET IN DRILL HOLE IN CONCRETE
 DD1663'SIDEWALK AT THE REAR ENTRANCE TO THE JAMACIA HOTEL.
 DD1663'
 DD1663'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1663'STAMPED---026-055 1981 AZ MK---LOCATED 16.0 METERS FROM THE CENTER OF
 DD1663'KINGS HIGHWAY (U.S. 17) AND 31ST AVE SOUTH,
 DD1663'9.5 METERS SW FROM THE NE END OF CONCRETE DIVIDER,  9.1 METERS NE
 DD1663'FROM THE CENTER OF KINGS HIGHWAY, AND  6.0 METERS SE FROM THE END OF
 DD1663'CONCRETE DIVIDER.
 DD1663'
 DD1663'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST ON
 DD1663'31-ST AVENUE NORTH FOR 0.2 MILE TO AZIMUTH MARK IN CENTER DIVIDER OF
 DD1663'KINGS HIGHWAY (U.S. 17).
 DD1663
 DD1663                          STATION RECOVERY (1985)
 DD1663
 DD1663'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1663'2.7 KM (1.7 MI) NE FROM MYRTLE BEACH.
 DD1663'2.7 KM (1.7 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1663'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1663'MYRTLE BEACH, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG 31ST AVENUE
 DD1663'NORTH, SET NEAR A LIGHT POLE IN THE EAST CORNER OF THE JAMACIAN MOTOR
 DD1663'INN PARKING LOT, 0.7 METER (2.3 FT) NORTHWEST OF THE LIGHT POLE, 37.4
 DD1663'METERS (122.7 FT) SOUTH OF THE SOUTH CORNER OF A TWO STORY WHITE
 DD1663'BRICK HOUSE, 6.75 METERS (22.15 FT) NORTHEAST OF THE CENTER OF 31ST
 DD1663'AVENUE, 25.5 METERS (83.66 FT) EAST OF THE EAST CORNER OF THE INN,
 DD1663'58.4 METERS (191.6 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 73
 DD1663'(OCEAN BOULEVARD).
 DD1663'THE MARK IS ABOVE LEVEL WITH AVENUE.
 DD1663
 DD1663                          STATION RECOVERY (1997)
 DD1663
 DD1663'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1663'NOT RECOVERED, PRESUMED DESTROYED DURING RECONSTRUCTION AFTER
 DD1663'HURRICANE HUGO, 20 MINUTE SEARCH, NOTE-DISTANCES FROM REFERENCES DID
 DD1663'NOT CONVERGE.  RECOVERY BY C.E.  GEOGHEGAN.
 DD1663
 DD1663                          STATION RECOVERY (2004)
 DD1663
 DD1663'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1663'MARK NOT FOUND.
 DD1663
 DD1663                          STATION RECOVERY (2005)
 DD1663
 DD1663'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1662 ***********************************************************************
 DD1662  DESIGNATION -  026 055 AZ MK
 DD1662  PID         -  DD1662
 DD1662  STATE/COUNTY-  SC/HORRY
 DD1662  USGS QUAD   -  OCEAN FOREST (1984)
 DD1662
 DD1662                         *CURRENT SURVEY CONTROL
 DD1662  ___________________________________________________________________
 DD1662* NAD 83(2001)-  33 42 37.45942(N)    078 51 44.67051(W)     ADJUSTED  
 DD1662* NAVD 88     -        10.168  (meters)      33.36   (feet)  ADJUSTED  
 DD1662  ___________________________________________________________________
 DD1662  X           -   1,025,928.933 (meters)                     COMP
 DD1662  Y           -  -5,211,103.654 (meters)                     COMP
 DD1662  Z           -   3,519,757.494 (meters)                     COMP
 DD1662  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DD1662  ELLIP HEIGHT-         -24.57  (meters)          (03/13/03) GPS OBS
 DD1662  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1662  DYNAMIC HT  -          10.158 (meters)      33.33  (feet)  COMP
 DD1662  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 DD1662
 DD1662  HORZ ORDER  -  FIRST
 DD1662  VERT ORDER  -  FIRST     CLASS II
 DD1662  ELLP ORDER  -  FOURTH    CLASS II
 DD1662
 DD1662.The horizontal coordinates were established by GPS observations
 DD1662.and adjusted by the National Geodetic Survey in March 2003..
 DD1662
 DD1662.The orthometric height was determined by differential leveling
 DD1662.and adjusted by the National Geodetic Survey in June 1991..
 DD1662
 DD1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1662
 DD1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1662
 DD1662.The ellipsoidal height was determined by GPS observations
 DD1662.and is referenced to NAD 83.
 DD1662
 DD1662.The geoid height was determined by GEOID03.
 DD1662
 DD1662.The dynamic height is computed by dividing the NAVD 88
 DD1662.geopotential number by the normal gravity value computed on the
 DD1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1662.degrees latitude (g = 980.6199 gals.).
 DD1662
 DD1662.The modeled gravity was interpolated from observed gravity values.
 DD1662
 DD1662;                    North         East     Units Scale Factor Converg.
 DD1662;SPC SC       -   210,208.387   807,693.598   MT  0.99979391   +1 11 06.3
 DD1662;SPC SC       -   689,660.06  2,649,913.38   iFT  0.99979391   +1 11 06.3
 DD1662;UTM  17      - 3,732,098.404   698,087.085   MT  1.00008376   +1 11 12.3
 DD1662
 DD1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1662!SPC SC       -   1.00000386  x   0.99979391  =   0.99979777
 DD1662!UTM  17      -   1.00000386  x   1.00008376  =   1.00008762
 DD1662
 DD1662                          SUPERSEDED SURVEY CONTROL
 DD1662
 DD1662  NAD 83(1995)-  33 42 37.45957(N)    078 51 44.67023(W) AD(       ) 1
 DD1662  ELLIP H (12/20/99)  -24.59   (m)                       GP(       ) 4 1
 DD1662  NAD 83(1986)-  33 42 37.46811(N)    078 51 44.67588(W) AD(       ) 1
 DD1662  NAD 83(1986)-  33 42 37.46701(N)    078 51 44.67755(W) AD(       ) 2
 DD1662  NAD 27      -  33 42 36.85155(N)    078 51 45.60532(W) AD(       ) 2
 DD1662  NAVD 88 (04/10/98)   10.17   (m)           33.4    (f) LEVELING    3  
 DD1662  NGVD 29 (05/09/91)   10.475  (m)           34.37   (f) ADJUSTED    1 2
 DD1662
 DD1662.Superseded values are not recommended for survey control.
 DD1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1662.See file dsdata.txt to determine how the superseded data were derived.
 DD1662
 DD1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9808732098(NAD 83)
 DD1662_MARKER: DD = SURVEY DISK
 DD1662_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD1662_SP_SET: MEDIAN
 DD1662_STAMPING: AZ MK 026-055 1981
 DD1662_MARK LOGO: SCGS  
 DD1662_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1662+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 DD1662
 DD1662  HISTORY     - Date     Condition        Report By
 DD1662  HISTORY     - 1981     MONUMENTED       MJH
 DD1662  HISTORY     - 1985     GOOD             SCGS
 DD1662  HISTORY     - 19900424 GOOD             NGS
 DD1662  HISTORY     - 19970618 GOOD             SCGS
 DD1662
 DD1662                          STATION DESCRIPTION
 DD1662
 DD1662'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1662'2.7 KM (1.7 MI) NE FROM MYRTLE BEACH.
 DD1662'2.7 KM (1.7 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1662'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1662'MYRTLE BEACH, SET IN THE NORTHEAST END OF A CONCRETE MEDIAN SOUTHWEST
 DD1662'OF THE INTERSECTION OF 31ST AVENUE NORTH.
 DD1662'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD1662
 DD1662                          STATION RECOVERY (1990)
 DD1662
 DD1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1662'RECOVERED IN GOOD CONDITION.
 DD1662
 DD1662                          STATION RECOVERY (1997)
 DD1662
 DD1662'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1662'STATION IS LOCATED IN MYRTLE BEACH, 13.75 MILES (22.13 KM) EAST
 DD1662'SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DD1662'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 DD1662'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 17 BUSINESS (KINGS
 DD1662'HIGHWAY) AND 501 (MAIN STREET) IN MYRTLE BEACH, GO EAST NORTHEAST ON
 DD1662'HIGHWAY 17 BUSINESS FOR 1.7 MILES (2.7 KM) TO THE STATION IN THE
 DD1662'CONCRETE MEDIAN SOUTHWEST OF THE JUNCTION OF STATE ROAD 352 (31ST
 DD1662'AVENUE NORTH) .  STATION IS A DISK IN A DRILL HOLE IN THE CONCRETE
 DD1662'MEDIAN AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 13.2 FEET (4.0 M)
 DD1662'SOUTHWEST OF THE NORTHEAST END OF THE MEDIAN, 20.7 FEET (6.3 M)
 DD1662'SOUTHEAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 52.6
 DD1662'FEET (16.0 M) SOUTHWEST OF THE CENTER OF THE ROAD, 127.3 FEET (38.8 M)
 DD1662'NORTH OF THE NORTH CORNER OF THE MAIN PART OF THE TRINITY EPISCOPAL
 DD1662'CHURCH, 39.8 FEET (12.1 M) SOUTH OF A POWER POLE NUMBER 49018 WITH GUY
 DD1662'WIRE AND STREET LIGHT, 5.4 FEET (1.6 M) SOUTHWEST OF A REFLECTOR POST
 DD1662'IN THE MEDIAN.  NOTE-SANDBAGS REQUIRED FOR GPS OBSERVATIONS.  RECOVERY
 DD1662'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1664 ***********************************************************************
 DD1664  DESIGNATION -  026 055 RM 1
 DD1664  PID         -  DD1664
 DD1664  STATE/COUNTY-  SC/HORRY
 DD1664  USGS QUAD   -  OCEAN FOREST (1984)
 DD1664
 DD1664                         *CURRENT SURVEY CONTROL
 DD1664  ___________________________________________________________________
 DD1664* NAD 83(1986)-  33 42 29.     (N)    078 51 35.     (W)     SCALED    
 DD1664* NAVD 88     -         4.004  (meters)      13.14   (feet)  ADJUSTED  
 DD1664  ___________________________________________________________________
 DD1664  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1664  DYNAMIC HT  -           4.000 (meters)      13.12  (feet)  COMP
 DD1664  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 DD1664
 DD1664  VERT ORDER  -  FIRST     CLASS II
 DD1664
 DD1664.The horizontal coordinates were scaled from a topographic map and have
 DD1664.an estimated accuracy of +/- 6 seconds.
 DD1664
 DD1664.The orthometric height was determined by differential leveling
 DD1664.and adjusted by the National Geodetic Survey in June 1991..
 DD1664
 DD1664.The geoid height was determined by GEOID03.
 DD1664
 DD1664.The dynamic height is computed by dividing the NAVD 88
 DD1664.geopotential number by the normal gravity value computed on the
 DD1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1664.degrees latitude (g = 980.6199 gals.).
 DD1664
 DD1664.The modeled gravity was interpolated from observed gravity values.
 DD1664
 DD1664;                    North         East    Units  Estimated Accuracy
 DD1664;SPC SC       -   209,950.      807,950.      MT  (+/- 180 meters Scaled)
 DD1664
 DD1664                          SUPERSEDED SURVEY CONTROL
 DD1664
 DD1664  NGVD 29 (05/09/91)    4.310  (m)           14.14   (f) ADJUSTED    1 2
 DD1664
 DD1664.Superseded values are not recommended for survey control.
 DD1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1664.See file dsdata.txt to determine how the superseded data were derived.
 DD1664
 DD1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT983318(NAD 83)
 DD1664_MARKER: DD = SURVEY DISK
 DD1664_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD1664_SP_SET: SIDEWALK
 DD1664_STAMPING: RM 1 026 - 055 1981
 DD1664_MARK LOGO: SCGS  
 DD1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1664+STABILITY: SURFACE MOTION
 DD1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1664+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 DD1664
 DD1664  HISTORY     - Date     Condition        Report By
 DD1664  HISTORY     - 1981     MONUMENTED       SCGS
 DD1664  HISTORY     - 1986     GOOD             SCGS
 DD1664  HISTORY     - 19900918 GOOD             NGS
 DD1664  HISTORY     - 19970618 GOOD             SCGS
 DD1664  HISTORY     - 20060223 GOOD             USPSQD
 DD1664
 DD1664                          STATION DESCRIPTION
 DD1664
 DD1664'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1664'2.7 KM (1.7 MI) NE FROM MYRTLE BEACH.
 DD1664'2.7 KM (1.7 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1664'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1664'MYRTLE BEACH, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG 31ST AVENUE
 DD1664'NORTH, SET IN THE SIDEWALK AT THE BOTTOM STEP OF THE EAST ENTRANCE
 DD1664'DOOR OF THE JAMACIAN MOTOR INN, 25.4 METERS (83.33 FT) SOUTHEAST OF
 DD1664'THE NORTH CORNER OF THE INN, 9.3 METERS (30.51 FT) SOUTHWEST OF THE
 DD1664'CENTER OF 31ST AVENUE, 11.7 METERS (38.39 FT) NORTH NORTHWEST OF THE
 DD1664'EAST CORNER OF THE INN, 28.4 METERS (93.18 FT) WEST NORTHWEST OF
 DD1664'SURVEY MARK 026 055 SCGS.
 DD1664'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 DD1664
 DD1664                          STATION RECOVERY (1990)
 DD1664
 DD1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1664'RECOVERED IN GOOD CONDITION.
 DD1664
 DD1664                          STATION RECOVERY (1997)
 DD1664
 DD1664'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1664'STATION IS LOCATED 2.05 MILES (3.30 KM) NORTHEAST OF MYRTLE BEACH,
 DD1664'13.95 MILES (22.45 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--THE
 DD1664'JAMAICAN MOTOR INN, D.A.  WILLIAMS, MANAGER, 3006 NORTH OCEAN
 DD1664'BOULEVARD, P.O.  BOX 1267, MYRTLE BEACH, SC 29578-1267, PHONE
 DD1664'803-448-4321 OR 800-258-1164.  TO REACH THE STATION FROM THE JUNCTION
 DD1664'OF U.S.  HIGHWAYS 17 BUSINESS (KINGS HIGHWAY) AND 501 (MAIN STREET) IN
 DD1664'MYRTLE BEACH, GO EAST NORTHEAST ON HIGHWAY 17 BUSINESS FOR 1.7 MILES
 DD1664'(2.7 KM) TO THE JUNCTION OF STATE ROAD 352 (31ST AVENUE NORTH) , TURN
 DD1664'RIGHT ON ROAD 352 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE
 DD1664'HIGHWAY 73 (OCEAN BOULEVARD) AND A PARKING LOT BESIDE THE JAMAICAN
 DD1664'MOTOR INN, CONTINUE AHEAD INTO THE PARKING LOT FOR 0.05 MILE (0.08 KM)
 DD1664'TO THE STATION ON THE RIGHT IN THE SIDEWALK OF THE INN. STATION IS A
 DD1664'DISK IN A DRILL IN THE CONCRETE MEDIAN AND LEVEL WITH THE PARKING LOT,
 DD1664'0.7 FOOT (21.3 CM) NORTH NORTHEAST OF THE EAST CORNER OF A CONCRETE
 DD1664'BLOCK RETAINING WALL FOR ROOM PATIOS, 5.3 FEET (1.6 M) NORTHWEST OF
 DD1664'THE EAST CORNER OF THE BOTTOM STEP LEADING UP TO A SIDE ENTRANCE, 86.9
 DD1664'FEET (26.5 M) NORTH NORTHWEST OF SURVEY STATION 5430.  NOTE-STATION IS
 DD1664'INTERVISIBLE WITH SURVEY STATION 5430. RECOVERY BY C.E.  GEOGHEGAN.
 DD1664
 DD1664                          STATION RECOVERY (2006)
 DD1664
 DD1664'RECOVERY NOTE BY US POWER SQUADRON 2006 (OD)
 DD1664'GPS READINGS 33.70795, 078.86223
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1546 ***********************************************************************
 DD1546  DESIGNATION -  026 056
 DD1546  PID         -  DD1546
 DD1546  STATE/COUNTY-  SC/HORRY
 DD1546  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1546
 DD1546                         *CURRENT SURVEY CONTROL
 DD1546  ___________________________________________________________________
 DD1546* NAD 83(2001)-  33 40 41.13658(N)    078 53 46.50311(W)     ADJUSTED  
 DD1546* NAVD 88     -         6.346  (meters)      20.82   (feet)  ADJUSTED  
 DD1546  ___________________________________________________________________
 DD1546  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 DD1546  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1546  DYNAMIC HT  -           6.339 (meters)      20.80  (feet)  COMP
 DD1546  MODELED GRAV-     979,614.0   (mgal)                       NAVD 88
 DD1546
 DD1546  HORZ ORDER  -  SECOND
 DD1546  VERT ORDER  -  FIRST     CLASS II
 DD1546
 DD1546.The horizontal coordinates were established by classical geodetic methods
 DD1546.and adjusted by the National Geodetic Survey in March 2004..
 DD1546
 DD1546.The orthometric height was determined by differential leveling
 DD1546.and adjusted by the National Geodetic Survey in June 1991..
 DD1546.WARNING-Repeat measurements at this control monument indicate possible
 DD1546.vertical movement.
 DD1546
 DD1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1546
 DD1546.The geoid height was determined by GEOID03.
 DD1546
 DD1546.The dynamic height is computed by dividing the NAVD 88
 DD1546.geopotential number by the normal gravity value computed on the
 DD1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1546.degrees latitude (g = 980.6199 gals.).
 DD1546
 DD1546.The modeled gravity was interpolated from observed gravity values.
 DD1546
 DD1546;                    North         East     Units Scale Factor Converg.
 DD1546;SPC SC       -   206,561.579   804,630.747   MT  0.99979367   +1 09 58.7
 DD1546;SPC SC       -   677,695.47  2,639,864.66   iFT  0.99979367   +1 09 58.7
 DD1546;UTM  17      - 3,728,450.504   695,023.443   MT  1.00006891   +1 10 01.0
 DD1546
 DD1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1546!SPC SC       -   1.00000446  x   0.99979367  =   0.99979812
 DD1546!UTM  17      -   1.00000446  x   1.00006891  =   1.00007337
 DD1546
 DD1546|---------------------------------------------------------------------|
 DD1546| PID    Reference Object                     Distance      Geod. Az  |
 DD1546|                                                           dddmmss.s |
 DD1546| DD3714 026 056 RM 1                         24.047 METERS 04627     |
 DD1546| DD2716 REGENCY                             APPROX. 2.1 KM 2223115.3 |
 DD1546| DD1547 026 056 AZ MK                       277.952 METERS 32359     |
 DD1546|---------------------------------------------------------------------|
 DD1546
 DD1546                          SUPERSEDED SURVEY CONTROL
 DD1546
 DD1546  NAD 83(1986)-  33 40 41.14605(N)    078 53 46.50935(W) AD(       ) 2
 DD1546  NAD 83(1986)-  33 40 41.14458(N)    078 53 46.51029(W) AD(       ) 2
 DD1546  NAD 27      -  33 40 40.53196(N)    078 53 47.41237(W) AD(       ) 2
 DD1546  NGVD 29 (05/09/91)    6.648  (m)           21.81   (f) ADJUSTED    1 2
 DD1546
 DD1546.Superseded values are not recommended for survey control.
 DD1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1546.See file dsdata.txt to determine how the superseded data were derived.
 DD1546
 DD1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9502328451(NAD 83)
 DD1546_MARKER: DD = SURVEY DISK
 DD1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1546_SP_SET: CONCRETE POST
 DD1546_STAMPING: HORZ 026-056 1981
 DD1546_MARK LOGO: SCGS  
 DD1546_PROJECTION: FLUSH
 DD1546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1546+STABILITY: SURFACE MOTION
 DD1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1546+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 DD1546
 DD1546  HISTORY     - Date     Condition        Report By
 DD1546  HISTORY     - 1981     MONUMENTED       SCGS
 DD1546  HISTORY     - 1985     GOOD             SCGS
 DD1546  HISTORY     - 19871120 GOOD             SCCC
 DD1546  HISTORY     - 19900427 GOOD             NGS
 DD1546  HISTORY     - 19970702 MARK NOT FOUND   SCGS
 DD1546  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 DD1546  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD1546  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD1546
 DD1546                          STATION DESCRIPTION
 DD1546
 DD1546'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1546'THE STATION IS LOCATED IN MYRTLE BEACH AT THE INTERSECTION OF OCEAN
 DD1546'BLVD. AND 9TH AVENUE SOUTH IN NORTHWEST ANGLE OF INTERSECTION.
 DD1546'
 DD1546'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1546'---026-056 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1546'CM IN DIAMETER FLUSH WITH THE GROUND SET IN 2-FOOT STRIP OF GRASS
 DD1546'BETWEEN STREET CURB AND SIDEWALK. LOCATED 12.4 METERS SW FROM CENTER
 DD1546'OF 9TH AVENUE SOUTH,  7.3 METERS NW FROM CENTER LINE OF OCEAN BLVD,
 DD1546'4.3 METERS SSW FROM 9TH AVENUE SOUTH AND OCEAN BLVD. STREET SIGN, AND
 DD1546'0.3 METERS SE FROM SOUTHEAST EDGE OF SIDEWALK.
 DD1546'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1546'DISK STAMPED---026-056 1981---SET INTO AN IRREGULAR MASS OF
 DD1546'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD1546'
 DD1546'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1546'DISK STAMPED---026-056 RM 1 1981---A STANDARD DISK SET IN DRILL
 DD1546'HOLE IN CONCRETE CURB ON NORTHWEST SIDE OF OCEAN BLVD. LOCATED 12.0
 DD1546'METERS NE FROM THE CENTER OF 9TH AVENUE SOUTH,  9.1 METERS S FROM THE
 DD1546'SOUTH CORNER OF TROPICAL OASIS MOTEL,  7.1 METERS NW FROM THE CENTER
 DD1546'OF OCEAN BLVD, AND  0.3 METERS S  OF  THE POWER LINE POLE.
 DD1546'(MARK DESTROYED 1982 BY CONSTRUCTION)
 DD1546'
 DD1546'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1546'STAMPED---026-056 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1546'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.9
 DD1546'METERS NW FROM THE CENTER OF KINGS HIGHWAY, (U.S. 17), 11.5 METERS NE
 DD1546'FROM THE CENTER OF 9TH AVENUE SOUTH,  4.2 METERS NE FROM THE GUY POLE
 DD1546'FOR POWER LINE, AND  9.1 METERS SE FROM THE CENTER OF SIDEWALK.
 DD1546'TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 DD1546'NORTHWEST ON 9TH AVENUE FOR 0.15 MILE TO KINGS HIGHWAY (U.S. 17) AND
 DD1546'THE AZIMUTH MARK IN NORTHWEST ANGLE OF INTERSECTION.
 DD1546
 DD1546                          STATION RECOVERY (1985)
 DD1546
 DD1546'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1546'IN MYRTLE BEACH.
 DD1546'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 DD1546'1.9 KM (1.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1546'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE
 DD1546'BEACH, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG STATE ROAD 317 (9TH
 DD1546'AVENUE SOUTH), SET IN A TWO FOOT WIDE GRASS STRIP IN THE NORTHWEST
 DD1546'ANGLE OF THE JUNCTION OF STATE HIGHWAY 73 (OCEAN BOULEVARD),
 DD1546'29.05 METERS (95.31 FT) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF
 DD1546'ROOM 110 OF THE FREDRICK MOTEL, 14.45 METERS (47.41 FT) EAST NORTHEAST
 DD1546'OF A POWER POLE NUMBER 21560, 12.3 METERS (40.35 FT) SOUTHWEST OF THE
 DD1546'CENTER OF STATE ROAD 317, 7.37 METERS (24.18 FT) NORTHWEST OF THE
 DD1546'CENTER OF THE HIGHWAY.
 DD1546'THE MARK IS 0.28 METERS  SE FROM A WITNESS POST.
 DD1546
 DD1546                          STATION RECOVERY (1987)
 DD1546
 DD1546'RECOVERY NOTE BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD1546'THE STATION IS LOCATED (1.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 17
 DD1546'BUSINESS (KINGS HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN
 DD1546'STREET) IN MYRTLE BEACH, CONTINUE (0.2 MI) SOUTHEAST ALONG STATE ROAD
 DD1546'317 (9TH AVENUE SOUTH) SET IN A TWO FOOT WIDE GRASS STRIP IN THE
 DD1546'NORTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAY 73 (OCEAN BOULEVARD).
 DD1546'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1546'STAMPED---026-056 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DD1546'30-CM IN DIAMETER FLUSH WITH THE GROUND, (95.31 FT) SOUTH SOUTHEAST
 DD1546'FROM THE SOUTHEAST CORNER OF ROOM 110 OF THE FREDRICK MOTEL,
 DD1546'(47.41 FT) EAST NORTHEAST FROM A POWER POLE NUMBER 21560, (40.35 FT)
 DD1546'SOUTHWEST FROM THE CENTER OF STATE ROAD 317, (24.18 FT) NORTHWEST FROM
 DD1546'THE CENTER OF THE HIGHWAY.
 DD1546
 DD1546                          STATION RECOVERY (1990)
 DD1546
 DD1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1546'2.0 KM (1.24 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1546'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1546'MYRTLE BEACH, THENCE 0.3 KM (0.19 MI) SOUTHEAST ALONG 9TH AVENUE
 DD1546'SOUTH, 29.0 M (95.14 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DD1546'ROOM 110 OF THE FREDRICK MOTEL, 14.4 M (47.24 FT) EAST-NORTHEAST OF
 DD1546'UTILITY POLE NUMBER 21560, 11.7 M (38.39 FT) SOUTHWEST OF THE AVENUE
 DD1546'CENTERLINE, 7.3 M (23.95 FT) NORTHWEST OF AND LEVEL WITH THE
 DD1546'CENTERLINE OF STATE HIGHWAY 73 (OCEAN BOULEVARD), AND IN A CONCRETE
 DD1546'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 DD1546
 DD1546                          STATION RECOVERY (1997)
 DD1546
 DD1546'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1546'NOT RECOVERED, PRESUMED DESTROYED BY CONSTRUCTION OF A NEW SIDEWALK,
 DD1546'SEARCHED 20 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
 DD1546
 DD1546                          STATION RECOVERY (1999)
 DD1546
 DD1546'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1546'MARK NOT FOUND.
 DD1546
 DD1546                          STATION RECOVERY (2004)
 DD1546
 DD1546'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1546'MARK NOT FOUND.
 DD1546
 DD1546                          STATION RECOVERY (2005)
 DD1546
 DD1546'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1547 ***********************************************************************
 DD1547  DESIGNATION -  026 056 AZ MK
 DD1547  PID         -  DD1547
 DD1547  STATE/COUNTY-  SC/HORRY
 DD1547  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1547
 DD1547                         *CURRENT SURVEY CONTROL
 DD1547  ___________________________________________________________________
 DD1547* NAD 83(2001)-  33 40 48.43327(N)    078 53 52.84867(W)     ADJUSTED  
 DD1547* NAVD 88     -         5.827  (meters)      19.12   (feet)  ADJUSTED  
 DD1547  ___________________________________________________________________
 DD1547  X           -   1,023,048.571 (meters)                     COMP
 DD1547  Y           -  -5,213,565.345 (meters)                     COMP
 DD1547  Z           -   3,516,960.325 (meters)                     COMP
 DD1547  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DD1547  ELLIP HEIGHT-         -28.88  (meters)          (03/13/03) GPS OBS
 DD1547  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1547  DYNAMIC HT  -           5.821 (meters)      19.10  (feet)  COMP
 DD1547  MODELED GRAV-     979,614.3   (mgal)                       NAVD 88
 DD1547
 DD1547  HORZ ORDER  -  FIRST
 DD1547  VERT ORDER  -  FIRST     CLASS II
 DD1547  ELLP ORDER  -  FOURTH    CLASS II
 DD1547
 DD1547.The horizontal coordinates were established by GPS observations
 DD1547.and adjusted by the National Geodetic Survey in March 2003..
 DD1547
 DD1547.The orthometric height was determined by differential leveling
 DD1547.and adjusted by the National Geodetic Survey in June 1991..
 DD1547
 DD1547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1547
 DD1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1547
 DD1547.The ellipsoidal height was determined by GPS observations
 DD1547.and is referenced to NAD 83.
 DD1547
 DD1547.The geoid height was determined by GEOID03.
 DD1547
 DD1547.The dynamic height is computed by dividing the NAVD 88
 DD1547.geopotential number by the normal gravity value computed on the
 DD1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1547.degrees latitude (g = 980.6199 gals.).
 DD1547
 DD1547.The modeled gravity was interpolated from observed gravity values.
 DD1547
 DD1547;                    North         East     Units Scale Factor Converg.
 DD1547;SPC SC       -   206,782.974   804,462.790   MT  0.99979367   +1 09 55.2
 DD1547;SPC SC       -   678,421.83  2,639,313.62   iFT  0.99979367   +1 09 55.2
 DD1547;UTM  17      - 3,728,671.957   694,855.436   MT  1.00006810   +1 09 57.7
 DD1547
 DD1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1547!SPC SC       -   1.00000453  x   0.99979367  =   0.99979820
 DD1547!UTM  17      -   1.00000453  x   1.00006810  =   1.00007263
 DD1547
 DD1547                          SUPERSEDED SURVEY CONTROL
 DD1547
 DD1547  NAD 83(1995)-  33 40 48.43330(N)    078 53 52.84876(W) AD(       ) 1
 DD1547  ELLIP H (12/20/99)  -28.90   (m)                       GP(       ) 4 1
 DD1547  NAD 83(1986)-  33 40 48.44196(N)    078 53 52.85442(W) AD(       ) 1
 DD1547  NAD 83(1986)-  33 40 48.44272(N)    078 53 52.85483(W) AD(       ) 2
 DD1547  NAD 83(1986)-  33 40 48.44115(N)    078 53 52.85563(W) AD(       ) 2
 DD1547  NAD 27      -  33 40 47.82878(N)    078 53 53.75740(W) AD(       ) 2
 DD1547  NAVD 88 (04/10/98)    5.83   (m)           19.1    (f) LEVELING    3  
 DD1547  NGVD 29 (03/21/89)    6.132  (m)           20.12   (f) ADJUSTED    1 2
 DD1547
 DD1547.Superseded values are not recommended for survey control.
 DD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1547.See file dsdata.txt to determine how the superseded data were derived.
 DD1547
 DD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9485528672(NAD 83)
 DD1547_MARKER: DD = SURVEY DISK
 DD1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1547_SP_SET: CONCRETE POST
 DD1547_STAMPING: AZ MK 026 - 056 1981
 DD1547_MARK LOGO: SCGS  
 DD1547_PROJECTION: FLUSH
 DD1547_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1547+STABILITY: SURFACE MOTION
 DD1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1547+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD1547
 DD1547  HISTORY     - Date     Condition        Report By
 DD1547  HISTORY     - 1981     MONUMENTED       MJH
 DD1547  HISTORY     - 1985     GOOD             SCGS
 DD1547  HISTORY     - 19871120 GOOD             SCCC
 DD1547  HISTORY     - 19970702 GOOD             SCGS
 DD1547  HISTORY     - 19991029 GOOD             USPSQD
 DD1547  HISTORY     - 20040410 GOOD             USPSQD
 DD1547  HISTORY     - 20050416 GOOD             USPSQD
 DD1547  HISTORY     - 20060415 GOOD             USPSQD
 DD1547
 DD1547                          STATION DESCRIPTION
 DD1547
 DD1547'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1547'IN MYRTLE BEACH.
 DD1547'1.9 KM (1.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1547'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE
 DD1547'BEACH, SET NEAR A STEEL LIGHT POLE IN THE NORTHEAST ANGLE OF THE
 DD1547'INTERSECTION OF STATE ROAD 317 (9TH AVENUE SOUTH), 11.75 METERS
 DD1547'(38.55 FT) NORTHEAST OF THE CENTER OF THE STATE ROAD, 7.25 METERS
 DD1547'(23.79 FT) SOUTH SOUTHWEST OF A LONE MULTI-TRUNK BLACK LOCUST TREE,
 DD1547'5.3 METERS (17.39 FT) NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANE
 DD1547'OF THE HIGHWAY, 1.2 METERS (3.94 FT) NORTHEAST OF THE LIGHT POLE,
 DD1547'1.03 METERS (3.38 FT) SOUTHEAST OF THE CENTER OF A FIVE FOOT WIDE
 DD1547'SIDEWALK.
 DD1547'THE MARK IS 0.28 METERS  SW FROM A WITNESS POST.
 DD1547'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 DD1547
 DD1547                          STATION RECOVERY (1987)
 DD1547
 DD1547'RECOVERY NOTE BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD1547'THE STATION IS LOCATED (1.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 17
 DD1547'BUSINESS (KINGS HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN
 DD1547'STREET) IN MYRTLE BEACH, SET NEAR A STEEL LIGHT POLE IN THE NORTHEAST
 DD1547'ANGLE OF THE INTERSECTION OF STATE ROAD 317 (9TH AVENUE SOUTH).
 DD1547'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1547'STAMPED---026 056 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1547'MONUMENT 30-CM IN DIAMETER FLUSH WITH THE GROUND, (38.55 FT) NORTHEAST
 DD1547'FROM THE CENTER OF THE STATE ROAD, (23.79 FT) SOUTH SOUTHWEST FROM A
 DD1547'LONE MULTI-TRUNK BLACK LOCUST TREE, (17.39 FT) NORTHWEST FROM THE
 DD1547'CENTER OF THE SOUTHBOUND LANE OF THE HIGHWAY, (3.94 FT) NORTHEAST FROM
 DD1547'THE LIGHT POLE, (3.38 FT) SOUTHEAST FROM THE CENTER OF A FIVE FOOT
 DD1547'WIDE SIDEWALK.
 DD1547
 DD1547                          STATION RECOVERY (1997)
 DD1547
 DD1547'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1547'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTHWEST OF MYRTLE BEACH, 13.8
 DD1547'MILES (22.2 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1547'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1547'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD1547'17 BUSINESS (SOUTH KINGS HIGHWAY) AND 501 (MAIN STREET) IN MYRTLE
 DD1547'BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 1.25 MILES (2.01 KM) TO
 DD1547'STATION ON THE RIGHT NEAR A LIGHT POLE IN THE NORTH ANGLE OF THE
 DD1547'JUNCTION OF STATE ROAD 317 (9TH AVENUE SOUTH) .  STATION IS A CONCRETE
 DD1547'POST FLUSH WITH THE GROUND AND 0.2 FOOT (6.1 CM) ABOVE A SIDEWALK,
 DD1547'37.8 FEET (11.5 M) NORTHEAST OF THE CENTER OF THE AVENUE, 1.6 FEET
 DD1547'(0.5 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE HIGHWAY CURB, 14.6 FEET
 DD1547'(4.5 M) EAST NORTHEAST OF A POWER POLE NUMBER 68877 WITH THREE GUY
 DD1547'WIRES, 57.2 FEET (17.4 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF
 DD1547'SCHLOTZSKYS DELI, 0.9 FOOT (27.4 CM) SOUTHWEST OF THE SOUTHEAST EDGE
 DD1547'OF THE SIDEWALK, 3.7 FEET (1.1 M) NORTHEAST OF A STREET LIGHT, 0.9
 DD1547'FOOT (27.4 CM) SOUTHWEST OF A WITNESS POST. NOTE-SANDBAGS REQUIRED FOR
 DD1547'GPS OBSERVATIONS.  RECOVERED BY C.E. GEOGHEGAN.
 DD1547
 DD1547                          STATION RECOVERY (1999)
 DD1547
 DD1547'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1547'RECOVERED IN GOOD CONDITION.
 DD1547
 DD1547                          STATION RECOVERY (2004)
 DD1547
 DD1547'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1547'RECOVERED IN GOOD CONDITION.
 DD1547
 DD1547                          STATION RECOVERY (2005)
 DD1547
 DD1547'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1547'RECOVERED IN GOOD CONDITION.
 DD1547
 DD1547                          STATION RECOVERY (2006)
 DD1547
 DD1547'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1641 ***********************************************************************
 DD1641  DESIGNATION -  026 057
 DD1641  PID         -  DD1641
 DD1641  STATE/COUNTY-  SC/HORRY
 DD1641  USGS QUAD   -  CONWAY (1980)
 DD1641
 DD1641                         *CURRENT SURVEY CONTROL
 DD1641  ___________________________________________________________________
 DD1641* NAD 83(2001)-  33 48 02.13905(N)    079 00 11.61724(W)     ADJUSTED  
 DD1641* NAVD 88     -        12.790  (meters)      41.96   (feet)  ADJUSTED  
 DD1641  ___________________________________________________________________
 DD1641  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 DD1641  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DD1641  DYNAMIC HT  -          12.777 (meters)      41.92  (feet)  COMP
 DD1641  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 DD1641
 DD1641  HORZ ORDER  -  SECOND
 DD1641  VERT ORDER  -  FIRST     CLASS II
 DD1641
 DD1641.The horizontal coordinates were established by classical geodetic methods
 DD1641.and adjusted by the National Geodetic Survey in March 2004..
 DD1641
 DD1641.The orthometric height was determined by differential leveling
 DD1641.and adjusted by the National Geodetic Survey in June 1991..
 DD1641
 DD1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1641
 DD1641.The geoid height was determined by GEOID03.
 DD1641
 DD1641.The dynamic height is computed by dividing the NAVD 88
 DD1641.geopotential number by the normal gravity value computed on the
 DD1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1641.degrees latitude (g = 980.6199 gals.).
 DD1641
 DD1641.The modeled gravity was interpolated from observed gravity values.
 DD1641
 DD1641;                    North         East     Units Scale Factor Converg.
 DD1641;SPC SC       -   219,946.999   794,452.201   MT  0.99979627   +1 06 25.2
 DD1641;SPC SC       -   721,610.89  2,606,470.48   iFT  0.99979627   +1 06 25.2
 DD1641;UTM  17      - 3,741,838.846   684,841.786   MT  1.00002121   +1 06 40.1
 DD1641
 DD1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1641!SPC SC       -   1.00000336  x   0.99979627  =   0.99979963
 DD1641!UTM  17      -   1.00000336  x   1.00002121  =   1.00002457
 DD1641
 DD1641:                Primary Azimuth Mark                     Grid Az
 DD1641:SPC SC       -  026 057 AZ MK                            135 50 20.3
 DD1641:UTM  17      -  026 057 AZ MK                            135 50 05.4
 DD1641
 DD1641|---------------------------------------------------------------------|
 DD1641| PID    Reference Object                     Distance      Geod. Az  |
 DD1641|                                                           dddmmss.s |
 DD1641| DD1640 026 057 AZ MK                       APPROX. 1.2 KM 1365645.5 |
 DD1641| DD1659 026 057 RM 1                         33.650 METERS 35601     |
 DD1641|---------------------------------------------------------------------|
 DD1641
 DD1641                          SUPERSEDED SURVEY CONTROL
 DD1641
 DD1641  NAD 83(1986)-  33 48 02.14746(N)    079 00 11.62261(W) AD(       ) 2
 DD1641  NAD 27      -  33 48 01.53366(N)    079 00 12.49726(W) AD(       ) 2
 DD1641  NGVD 29 (03/21/89)   13.101  (m)           42.98   (f) ADJUSTED    1 2
 DD1641
 DD1641.Superseded values are not recommended for survey control.
 DD1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1641.See file dsdata.txt to determine how the superseded data were derived.
 DD1641
 DD1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8484241839(NAD 83)
 DD1641_MARKER: DD = SURVEY DISK
 DD1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1641_SP_SET: CONCRETE POST
 DD1641_STAMPING: HORZ 026 - 057 1981
 DD1641_MARK LOGO: SCGS  
 DD1641_PROJECTION: FLUSH
 DD1641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1641+STABILITY: SURFACE MOTION
 DD1641
 DD1641  HISTORY     - Date     Condition        Report By
 DD1641  HISTORY     - 1982     MONUMENTED       SCGS
 DD1641  HISTORY     - 1986     GOOD             SCGS
 DD1641
 DD1641                          STATION DESCRIPTION
 DD1641
 DD1641'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1641'THE STATION IS LOCATED ABOUT 4 MILES EAST SOUTHEAST OF CONWAY,
 DD1641'ABOUT 10 MILES WEST OF MYRTLE BEACH, IN THE NORTH WEST CORNER
 DD1641'OF THE FRONT LAWN OF GROVE MANUUFACTURING COMPANY.
 DD1641'
 DD1641'TO REACH THE STATION FROM SC HIGHWAY S-26-544 OVERPASS
 DD1641'ON US 501 ABOUT 3 MILES SOUTHEAST OF CONWAY GO SOUTHEAST ON US
 DD1641'501 FOR 0.8 MI TO ENTRANCE TO GROVE MANUFACTURING COMPANY
 DD1641'ON THE LEFT, TURN LEFT AND GO 0.15 MILES TO THE STATION ON THE
 DD1641'RIGHT. TO REACH THE AZIMUTH CONTINUE AHEAD ON 501 0.8 MI
 DD1641'TO PAVED ROAD LEFT, TURN LEFT AND GO EAST NORTHEAST FOR 0.2
 DD1641'MI TO AZIMITH ON THE LEFT AT THE FENCE CORNER OF GROVE
 DD1641'MANUFACTURING.
 DD1641'
 DD1641'THE STATION IS A STANDARD SCGS DISK
 DD1641'STAMPED---026 057 1981---,
 DD1641'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1641'FLUSH WITH GROUND.  IT IS LOCATED
 DD1641'39.81 METERS (130.6 FT) SOUTH FROM CENTER LINE OF ROAD,
 DD1641'37.6 METERS (123.4 FT) NORTHEAST FROM THE NORTHEAST RAIL OF THE
 DD1641'RAILROAD TRACTS,
 DD1641'34.6 METERS (113.7 FT) EAST FROM THE EAST CORNER OF A 6 FT CHAIN
 DD1641'LINK FENCE, AND
 DD1641'5.4 METERS (17.90 FT) SOUTH FROM A 4 INCH SPRUCE TREE.
 DD1641'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 DD1641'STAMPED---026 057 1981---,
 DD1641'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD1641'
 DD1641'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1641'STAMPED---026 057 RM 1 1981---,
 DD1641'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1641'FLUSH WITH GROUND.  IT IS LOCATED
 DD1641'46.7 METERS (153.3 FT) EAST FROM A FIRE HYDRANT,
 DD1641'40.8 METERS (134.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A 6
 DD1641'FOOT CHAIN LINK FENCE,
 DD1641'28.8 METERS (94.60 FT) SOUTHEAST FROM A TELEPHONE JUCTION BOX, AND
 DD1641'6.2 METERS (20.40 FT) SOUTH FROM CENTER OF ROAD.
 DD1641'MARK IS LEVEL WITH STATION.
 DD1641'
 DD1641'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1641'STAMPED---026 057 AZ MK 1981---,
 DD1641'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1641'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 DD1641'15.8 METERS (51.7 FT) NORTHEAST FROM THE NORTHEAST RAIL OF THE
 DD1641'RAILROAD TRACTS,
 DD1641'6.3 METERS (20.30 FT) NORTHWEST FROM CENTER LINE OF ROAD,
 DD1641'1.4 METERS (4.70 FT) SOUTHWEST FROM 4 INCH METAL LIGHT POST, AND
 DD1641'0.8 METERS (2.7 FT) EAST FROM A 8 FOOT CHAIN LINK FENCE.
 DD1641'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEASTERLY
 DD1641'ON US HIGHWAY 501 FOR 1.3 KM (0.8 MI) TO A PAVED ROAD
 DD1641'LEFT, TURN LEFT, GO NORTHEAST FOR 0.3 KM (0.2 MI) TO THE MARK
 DD1641'ON THE LEFT.
 DD1641'
 DD1641'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE ONLY ONE RM.
 DD1641'
 DD1641'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 DD1641
 DD1641                          STATION RECOVERY (1986)
 DD1641
 DD1641'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1641'6.4 KM (4.0 MI) SE FROM CONWAY.
 DD1641'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1641'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1641'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1641'HIGHWAY 501, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 501
 DD1641'TO THE ENTRANCE ROAD TO GROVE MANUFACTURING COMPANY, THENCE 0.2 KM
 DD1641'(0.1 MI) NORTHEAST ALONG THE ENTRANCE ROAD, SET NEAR A SMALL LONE PINE
 DD1641'TREE IN THE SOUTHEAST ANGLE OF A RAILROAD CROSSING, 39.8 METERS
 DD1641'(130.58 FT) SOUTH OF THE CENTER OF THE ENTRANCE ROAD, 37.68 METERS
 DD1641'(123.62 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS,
 DD1641'34.83 METERS (114.27 FT) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DD1641'SIX FOOT CHAIN LINK FENCE, 5.4 METERS (17.72 FT) SOUTH SOUTHEAST OF
 DD1641'THE 9 INCH PINE TREE.
 DD1641'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1640 ***********************************************************************
 DD1640  DESIGNATION -  026 057 AZ MK
 DD1640  PID         -  DD1640
 DD1640  STATE/COUNTY-  SC/HORRY
 DD1640  USGS QUAD   -  NIXONVILLE (1984)
 DD1640
 DD1640                         *CURRENT SURVEY CONTROL
 DD1640  ___________________________________________________________________
 DD1640* NAD 83(2001)-  33 47 33.02315(N)    078 59 39.03793(W)     ADJUSTED  
 DD1640* NAVD 88     -        13.125  (meters)      43.06   (feet)  ADJUSTED  
 DD1640  ___________________________________________________________________
 DD1640  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DD1640  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DD1640  DYNAMIC HT  -          13.112 (meters)      43.02  (feet)  COMP
 DD1640  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 DD1640
 DD1640  HORZ ORDER  -  SECOND
 DD1640  VERT ORDER  -  FIRST     CLASS II
 DD1640
 DD1640.The horizontal coordinates were established by classical geodetic methods
 DD1640.and adjusted by the National Geodetic Survey in March 2004..
 DD1640
 DD1640.The orthometric height was determined by differential leveling
 DD1640.and adjusted by the National Geodetic Survey in June 1991..
 DD1640
 DD1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1640
 DD1640.The geoid height was determined by GEOID03.
 DD1640
 DD1640.The dynamic height is computed by dividing the NAVD 88
 DD1640.geopotential number by the normal gravity value computed on the
 DD1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1640.degrees latitude (g = 980.6199 gals.).
 DD1640
 DD1640.The modeled gravity was interpolated from observed gravity values.
 DD1640
 DD1640;                    North         East     Units Scale Factor Converg.
 DD1640;SPC SC       -   219,066.492   795,307.293   MT  0.99979596   +1 06 43.3
 DD1640;SPC SC       -   718,722.09  2,609,275.90   iFT  0.99979596   +1 06 43.3
 DD1640;UTM  17      - 3,740,958.199   685,697.133   MT  1.00002512   +1 06 57.4
 DD1640
 DD1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1640!SPC SC       -   1.00000332  x   0.99979596  =   0.99979927
 DD1640!UTM  17      -   1.00000332  x   1.00002512  =   1.00002844
 DD1640
 DD1640                          SUPERSEDED SURVEY CONTROL
 DD1640
 DD1640  NAD 83(1986)-  33 47 33.03174(N)    078 59 39.04307(W) AD(       ) 2
 DD1640  NAD 27      -  33 47 32.41620(N)    078 59 39.92003(W) AD(       ) 2
 DD1640  NGVD 29 (03/21/89)   13.438  (m)           44.09   (f) ADJUSTED    1 2
 DD1640
 DD1640.Superseded values are not recommended for survey control.
 DD1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1640.See file dsdata.txt to determine how the superseded data were derived.
 DD1640
 DD1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8569740958(NAD 83)
 DD1640_MARKER: DD = SURVEY DISK
 DD1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1640_SP_SET: CONCRETE POST
 DD1640_STAMPING: AZ MK 026 - 057 1981
 DD1640_MARK LOGO: SCGS  
 DD1640_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1640_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1640+STABILITY: SURFACE MOTION
 DD1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1640+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DD1640
 DD1640  HISTORY     - Date     Condition        Report By
 DD1640  HISTORY     - 1981     MONUMENTED       MJH
 DD1640  HISTORY     - 1986     GOOD             SCGS
 DD1640  HISTORY     - 19970709 GOOD             SCGS
 DD1640
 DD1640                          STATION DESCRIPTION
 DD1640
 DD1640'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1640'7.7 KM (4.8 MI) SE FROM CONWAY.
 DD1640'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1640'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1640'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1640'HIGHWAY 501, THENCE 2.9 KM (1.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 501,
 DD1640'THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG A PAVED ROAD, SET NEAR A FIVE
 DD1640'FOOT HIGH CAUTION LIGHT IN THE NORTHWEST ANGLE OF A RAILROAD CROSSING,
 DD1640'1.18 METERS (3.87 FT) NORTH NORTHWEST OF THE CAUTION LIGHT,
 DD1640'31.93 METERS (104.76 FT) SOUTHWEST OF A LIGHT POLE, 15.8 METERS
 DD1640'(51.84 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 6.3 METERS
 DD1640'(20.67 FT) NORTHWEST OF THE CENTER OF THE PAVED ROAD, 1.16 METERS
 DD1640'(3.81 FT) EAST OF THE SOUTH CORNER OF A EIGHT FOOT CHAIN LINK FENCE
 DD1640'SURROUNDING THE GROVE MANUFACTURING COMPANY.
 DD1640'THE MARK IS 1.17 METERS  SE FROM A WITNESS POST.
 DD1640'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1640
 DD1640                          STATION RECOVERY (1997)
 DD1640
 DD1640'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1640'STATION IS LOCATED 4.3 MILES (6.9 KM) SOUTHEAST OF CONWAY, 9.35 MILES
 DD1640'(15.05 KM) NORTHWEST OF MYRTLE BEACH.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1640'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1640'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1640'HIGHWAY 501 AND STATE HIGHWAY 544, 2.25 MILES (3.62 KM) SOUTHEAST OF
 DD1640'CONWAY, GO EAST SOUTHEAST ON HIGHWAY 501 FOR 1.6 MILES (2.6 KM) TO A
 DD1640'CROSSROAD (CENTURY CIRCLE) , TURN LEFT ON CENTURY CIRCLE FOR 0.2 MILE
 DD1640'(0.3 KM) TO THE STATION ON THE LEFT NEAR A GUARD RAIL IN THE NORTH
 DD1640'ANGLE OF A RAILROAD CROSSING.  STATION IS A CONCRETE POST PROJECTING
 DD1640'0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 72.0 FEET (21.9 M) SOUTH
 DD1640'SOUTHWEST OF A FIRE HYDRANT, 22.6 FEET (6.9 M) NORTHWEST OF THE CENTER
 DD1640'OF THE ROAD, 27.4 FEET (8.4 M) WEST SOUTHWEST OF THE EXTENDED CENTER
 DD1640'OF A ROAD LEADING TO SHIPPING AND RECEIVING, 51.2 FEET (15.6 M)
 DD1640'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 9.6 FEET (2.9 M) SOUTH
 DD1640'OF THE SOUTHEAST END OF A GUARDRAIL POST WITH A SCGS REFERENCE WASHER
 DD1640'ATTACHED, 41.1 FEET (12.5 M) NORTH NORTHEAST OF A CROSSING SIGN POST,
 DD1640'2.4 FEET (0.7 M) EAST SOUTHEAST OF A WITNESS POST.  RECOVERED BY C.E.
 DD1640'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1659 ***********************************************************************
 DD1659  DESIGNATION -  026 057 RM 1
 DD1659  PID         -  DD1659
 DD1659  STATE/COUNTY-  SC/HORRY
 DD1659  USGS QUAD   -  CONWAY (1980)
 DD1659
 DD1659                         *CURRENT SURVEY CONTROL
 DD1659  ___________________________________________________________________
 DD1659* NAD 83(1986)-  33 48 04.     (N)    079 00 11.     (W)     SCALED    
 DD1659* NAVD 88     -        12.998  (meters)      42.64   (feet)  ADJUSTED  
 DD1659  ___________________________________________________________________
 DD1659  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DD1659  DYNAMIC HT  -          12.985 (meters)      42.60  (feet)  COMP
 DD1659  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 DD1659
 DD1659  VERT ORDER  -  FIRST     CLASS II
 DD1659
 DD1659.The horizontal coordinates were scaled from a topographic map and have
 DD1659.an estimated accuracy of +/- 6 seconds.
 DD1659
 DD1659.The orthometric height was determined by differential leveling
 DD1659.and adjusted by the National Geodetic Survey in June 1991..
 DD1659
 DD1659.The geoid height was determined by GEOID03.
 DD1659
 DD1659.The dynamic height is computed by dividing the NAVD 88
 DD1659.geopotential number by the normal gravity value computed on the
 DD1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1659.degrees latitude (g = 980.6199 gals.).
 DD1659
 DD1659.The modeled gravity was interpolated from observed gravity values.
 DD1659
 DD1659;                    North         East    Units  Estimated Accuracy
 DD1659;SPC SC       -   220,010.      794,470.      MT  (+/- 180 meters Scaled)
 DD1659
 DD1659                          SUPERSEDED SURVEY CONTROL
 DD1659
 DD1659  NGVD 29 (03/21/89)   13.310  (m)           43.67   (f) ADJUSTED    1 2
 DD1659
 DD1659.Superseded values are not recommended for survey control.
 DD1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1659.See file dsdata.txt to determine how the superseded data were derived.
 DD1659
 DD1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT848418(NAD 83)
 DD1659_MARKER: DD = SURVEY DISK
 DD1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1659_SP_SET: CONCRETE POST
 DD1659_STAMPING: RM 1 026 - 057 1981
 DD1659_MARK LOGO: SCGS  
 DD1659_PROJECTION: FLUSH
 DD1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1659+STABILITY: SURFACE MOTION
 DD1659
 DD1659  HISTORY     - Date     Condition        Report By
 DD1659  HISTORY     - 1981     MONUMENTED       SCGS
 DD1659  HISTORY     - 1986     GOOD             SCGS
 DD1659
 DD1659                          STATION DESCRIPTION
 DD1659
 DD1659'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1659'6.4 KM (4.0 MI) SE FROM CONWAY.
 DD1659'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1659'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1659'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1659'HIGHWAY 501, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 501
 DD1659'TO THE ENTRANCE ROAD TO GROVE MANUFACTURING COMPANY, THENCE 0.2 KM
 DD1659'(0.1 MI) NORTHEAST ALONG THE ENTRANCE ROAD, SET NEAR A SMALL LONE PINE
 DD1659'TREE IN THE SOUTHEAST ANGLE OF A RAILROAD CROSSING, 28.5 METERS
 DD1659'(93.5 FT) NORTH NORTHEAST OF THE 9 INCH PINE TREE, 59.45 METERS
 DD1659'(195.05 FT) EAST NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS,
 DD1659'33.9 METERS (111.22 FT) NORTH OF SURVEY MARK 026 057 SCGS,
 DD1659'46.75 METERS (153.38 FT) EAST NORTHEAST OF A FIRE HYDRANT, 6.15 METERS
 DD1659'(20.18 FT) SOUTH OF THE CENTER OF THE ENTRANCE ROAD.
 DD1659'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1636 ***********************************************************************
 DD1636  DESIGNATION -  026 058
 DD1636  PID         -  DD1636
 DD1636  STATE/COUNTY-  SC/HORRY
 DD1636  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1636
 DD1636                         *CURRENT SURVEY CONTROL
 DD1636  ___________________________________________________________________
 DD1636* NAD 83(2001)-  33 44 38.81030(N)    078 57 15.37947(W)     ADJUSTED  
 DD1636* NAVD 88     -         8.513  (meters)      27.93   (feet)  ADJUSTED  
 DD1636  ___________________________________________________________________
 DD1636  X           -   1,017,174.584 (meters)                     COMP
 DD1636  Y           -  -5,210,703.236 (meters)                     COMP
 DD1636  Z           -   3,522,866.308 (meters)                     COMP
 DD1636  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 DD1636  ELLIP HEIGHT-         -25.93  (meters)          (03/13/03) GPS OBS
 DD1636  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD1636  DYNAMIC HT  -           8.504 (meters)      27.90  (feet)  COMP
 DD1636  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 DD1636
 DD1636  HORZ ORDER  -  FIRST
 DD1636  VERT ORDER  -  FIRST     CLASS II
 DD1636  ELLP ORDER  -  FOURTH    CLASS II
 DD1636
 DD1636.The horizontal coordinates were established by GPS observations
 DD1636.and adjusted by the National Geodetic Survey in March 2003..
 DD1636
 DD1636.The orthometric height was determined by differential leveling
 DD1636.and adjusted by the National Geodetic Survey in June 1991..
 DD1636
 DD1636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1636
 DD1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1636
 DD1636.The ellipsoidal height was determined by GPS observations
 DD1636.and is referenced to NAD 83.
 DD1636
 DD1636.The geoid height was determined by GEOID03.
 DD1636
 DD1636.The dynamic height is computed by dividing the NAVD 88
 DD1636.geopotential number by the normal gravity value computed on the
 DD1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1636.degrees latitude (g = 980.6199 gals.).
 DD1636
 DD1636.The modeled gravity was interpolated from observed gravity values.
 DD1636
 DD1636;                    North         East     Units Scale Factor Converg.
 DD1636;SPC SC       -   213,773.457   799,107.616   MT  0.99979450   +1 08 02.9
 DD1636;SPC SC       -   701,356.49  2,621,744.15   iFT  0.99979450   +1 08 02.9
 DD1636;UTM  17      - 3,735,664.115   689,498.663   MT  1.00004271   +1 08 12.2
 DD1636
 DD1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1636!SPC SC       -   1.00000407  x   0.99979450  =   0.99979857
 DD1636!UTM  17      -   1.00000407  x   1.00004271  =   1.00004678
 DD1636
 DD1636|---------------------------------------------------------------------|
 DD1636| PID    Reference Object                     Distance      Geod. Az  |
 DD1636|                                                           dddmmss.s |
 DD1636| DD1637 026 058 RM 1                         28.163 METERS 08547     |
 DD1636| DD1638 026 058 AZ MK                       APPROX. 0.6 KM 3133852.4 |
 DD1636|---------------------------------------------------------------------|
 DD1636
 DD1636                          SUPERSEDED SURVEY CONTROL
 DD1636
 DD1636  NAD 83(1995)-  33 44 38.81033(N)    078 57 15.37934(W) AD(       ) 1
 DD1636  ELLIP H (12/20/99)  -25.94   (m)                       GP(       ) 4 1
 DD1636  NAD 83(1986)-  33 44 38.81855(N)    078 57 15.38475(W) AD(       ) 1
 DD1636  NAD 83(1986)-  33 44 38.82452(N)    078 57 15.38468(W) AD(       ) 2
 DD1636  NAD 27      -  33 44 38.20401(N)    078 57 16.26951(W) AD(       ) 2
 DD1636  NAVD 88 (04/10/98)    8.51   (m)           27.9    (f) LEVELING    3  
 DD1636  NGVD 29 (03/21/89)    8.824  (m)           28.95   (f) ADJUSTED    1 2
 DD1636
 DD1636.Superseded values are not recommended for survey control.
 DD1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1636.See file dsdata.txt to determine how the superseded data were derived.
 DD1636
 DD1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8949935664(NAD 83)
 DD1636_MARKER: DD = SURVEY DISK
 DD1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1636_SP_SET: CONCRETE POST
 DD1636_STAMPING: HORZ 026 - 058 1981
 DD1636_MARK LOGO: SCGS  
 DD1636_PROJECTION: FLUSH
 DD1636_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1636+STABILITY: SURFACE MOTION
 DD1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1636+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DD1636
 DD1636  HISTORY     - Date     Condition        Report By
 DD1636  HISTORY     - 1982     MONUMENTED       SCGS
 DD1636  HISTORY     - 1986     GOOD             SCGS
 DD1636  HISTORY     - 19970708 GOOD             SCGS
 DD1636
 DD1636                          STATION DESCRIPTION
 DD1636
 DD1636'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1636'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) SOUTHEAST OF
 DD1636'CONWAY AND 9.7 KM (6.0 MI) NORTHWEST OF MYRTLE BEACH ALONG U.S.
 DD1636'HIGHWAY 501 AT THE ENTRANCE TO THE MYRTLE BEACH SPEED WAY.
 DD1636'
 DD1636'TO REACH THE STATION FROM THE S.R. 544 OVERPASS OVER HIGHWAY
 DD1636'501, ABOUT 3.0 MILES SOUTHEAST OF CONWAY, GO SOUTHEAST ON U.S.
 DD1636'HIGHWAY 501 FOR 9.0 KM (5.6 MI) TO THE ENTRANCE TO THE MYRTLE
 DD1636'BEACH SPEED WAY ON THE LEFT AND THE STATION BEHIND THE SIGN.
 DD1636'
 DD1636'THE STATION IS A STANDARD SCGS DISK
 DD1636'STAMPED---026 058 1981---,
 DD1636'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1636'FLUSH WITH GROUND.  IT IS LOCATED
 DD1636'31.38 METERS (103.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 DD1636'SAND ENTRANCE TO THE SPEED WAY,
 DD1636'28.96 METERS (95.0 FT) NORTHWEST FROM A METAL WITNESS POST,
 DD1636'19.86 METERS (65.5 FT) EAST-SOUTHEAST FROM A BILL BOARD POST WITH
 DD1636'AN ELECTRIC METER,
 DD1636'42.4 METERS (139.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE
 DD1636'NORTH BOUND LANE OF HIGHWAY 501 AND 0.7 METERS (2.0 FEET)
 DD1636'NORTHEAST OF A METAL WITNESS POST.
 DD1636'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 DD1636'STAMPED---026 058 1981---,
 DD1636'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD1636'
 DD1636'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1636'STAMPED---RM 1 026 058 1981---,
 DD1636'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1636'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 DD1636'66.29 METERS (217.5 FT) NORTHEAST FROM THE CENTER OF THE NORTH
 DD1636'BOUND LANE OF HIGHWAY 501,
 DD1636'47.77 METERS (156.0 FT) SOUTHEAST FROM THE CENTER OF THE SAND
 DD1636'ENTRANCE TO THE SPEED WAY,
 DD1636'38.25 METERS (125.5 FT) SOUTHEAST FROM THE EAST MOST POST OF THE
 DD1636'BILL BOARD,
 DD1636'28.35 METERS (93.0 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST,
 DD1636'AND 0.61 METERS (2.0 FEET) NORTH NORTHWEST OF A METAL WITNESS
 DD1636'POST.
 DD1636'MARK IS LEVEL WITH STATION.
 DD1636'
 DD1636'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1636'STAMPED---AZ MK 026 058 1981---,
 DD1636'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1636'FLUSH WITH GROUND.  IT IS LOCATED
 DD1636'36.58 METERS (120.0 FT) NORTHWEST FROM THE CENTER OF THE ENTRANCE
 DD1636'DRIVE TO WESTWOOD ESTATES,
 DD1636'25.15 METERS (82.5 FT) SOUTHWEST FROM THE CENTER OF THE SOUTH
 DD1636'BOUND LANE OF HIGHWAY 501,
 DD1636'17.76 METERS (65.5 FT) NORTH-NORTHWEST FROM THE NORTH END OF THE
 DD1636'WESTWOOD ESTATES SIGN AND 4.08
 DD1636'4.08 METERS (13.4 FT) SOUTHEAST FROM A POWER POLE NO 134.
 DD1636'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWEST
 DD1636'ON U.S. HIGHWAY 501 FOR 0.6 KM (0.35 MI) TO THE ENTRANCE.
 DD1636
 DD1636                          STATION RECOVERY (1986)
 DD1636
 DD1636'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1636'8.7 KM (5.4 MI) NW FROM MYRTLE BEACH.
 DD1636'8.8 KM (5.5 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1636'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1636'BEACH, SET NEAR A BILLBOARD SIGN IN THE SOUTHEAST ANGLE OF A SAND
 DD1636'DRIVE LEADING TO THE MYRTLE BEACH SPEEDWAY, 19.87 METERS (65.19 FT)
 DD1636'SOUTHEAST OF THE WEST LEG OF THE BILLBOARD SIGN, 29.8 METERS
 DD1636'(97.77 FT) SOUTH SOUTHEAST OF THE CENTER OF THE SAND DRIVE,
 DD1636'42.27 METERS (138.68 FT) EAST NORTHEAST OF THE CENTER OF THE
 DD1636'NORTHBOUND LANES OF THE HIGHWAY, 69.63 METERS (228.44 FT) SOUTH
 DD1636'SOUTHWEST OF A POWER POLE ZA2, 33.4 METERS (109.58 FT) EAST SOUTHEAST
 DD1636'OF BENCH MARK U 145.
 DD1636'THE MARK IS 0.13 METERS  WSW FROM A WITNESS POST.
 DD1636'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 DD1636
 DD1636                          STATION RECOVERY (1997)
 DD1636
 DD1636'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1636'STATION IS LOCATED 5.4 MILES (8.7 KM) NORTHWEST OF MYRTLE BEACH, 8.35
 DD1636'MILES (13.44 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--BURRIS COLLINS.  TO
 DD1636'REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 17
 DD1636'(MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE
 DD1636'BEACH, GO NORTHWEST ON HIGHWAY 501 FOR 3.4 MILES (5.5 KM) TO THE 1ST
 DD1636'JUNCTION OF STATE ROAD 1014 (GREENLEAF CIRCLE) AND THE STATION ON THE
 DD1636'RIGHT NEAR A SIGN FOR THE MYRTLE BEACH SPEEDWAY IN THE EAST ANGLE OF
 DD1636'THE ENTRANCE TO MYRTLE BEACH SPEEDWAY.  STATION IS A CONCRETE POST
 DD1636'RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 DD1636'105.8 FEET (32.2 M) EAST OF VERTICAL CONTROL STATION U 145, 139.2 FEET
 DD1636'(42.4 M) EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD1636'HIGHWAY, 83.9 FEET (25.6 M) SOUTH SOUTHEAST OF THE ENTRANCE LANES TO
 DD1636'THE SPEEDWAY, 103.7 FEET (31.6 M) EAST OF POWER POLE I/43, 58.7 FEET
 DD1636'(17.9 M) SOUTH SOUTHEAST OF THE EAST CORNER OF THE NORTHEAST LEG OF
 DD1636'THE SIGN, 116.9 FEET (35.6 M) EAST OF THE SOUTHEAST END OF A 3.0-FOOT
 DD1636'CONCRETE PIPE CULVERT BENEATH THE ENTRANCE DRIVE, 92.3 FEET (28.1 M)
 DD1636'WEST OF SURVEY STATION 026 058 RM 1.  NOTE-STATION IS INTERVISIBLE
 DD1636'WITH SURVEY STATION 026 058 AZ MK.  RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1638 ***********************************************************************
 DD1638  DESIGNATION -  026 058 AZ MK
 DD1638  PID         -  DD1638
 DD1638  STATE/COUNTY-  SC/HORRY
 DD1638  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1638
 DD1638                         *CURRENT SURVEY CONTROL
 DD1638  ___________________________________________________________________
 DD1638* NAD 83(2001)-  33 44 51.41244(N)    078 57 31.19493(W)     ADJUSTED  
 DD1638* NAVD 88     -         9.405  (meters)      30.86   (feet)  ADJUSTED  
 DD1638  ___________________________________________________________________
 DD1638  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DD1638  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD1638  DYNAMIC HT  -           9.395 (meters)      30.82  (feet)  COMP
 DD1638  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 DD1638
 DD1638  HORZ ORDER  -  SECOND
 DD1638  VERT ORDER  -  FIRST     CLASS II
 DD1638
 DD1638.The horizontal coordinates were established by classical geodetic methods
 DD1638.and adjusted by the National Geodetic Survey in June 2003..
 DD1638
 DD1638.The orthometric height was determined by differential leveling
 DD1638.and adjusted by the National Geodetic Survey in June 1991..
 DD1638
 DD1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1638
 DD1638.The geoid height was determined by GEOID03.
 DD1638
 DD1638.The dynamic height is computed by dividing the NAVD 88
 DD1638.geopotential number by the normal gravity value computed on the
 DD1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1638.degrees latitude (g = 980.6199 gals.).
 DD1638
 DD1638.The modeled gravity was interpolated from observed gravity values.
 DD1638
 DD1638;                    North         East     Units Scale Factor Converg.
 DD1638;SPC SC       -   214,153.533   798,693.036   MT  0.99979459   +1 07 54.2
 DD1638;SPC SC       -   702,603.45  2,620,383.98   iFT  0.99979459   +1 07 54.2
 DD1638;UTM  17      - 3,736,044.266   689,083.963   MT  1.00004078   +1 08 03.7
 DD1638
 DD1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1638!SPC SC       -   1.00000393  x   0.99979459  =   0.99979852
 DD1638!UTM  17      -   1.00000393  x   1.00004078  =   1.00004471
 DD1638
 DD1638                          SUPERSEDED SURVEY CONTROL
 DD1638
 DD1638  NAD 83(1986)-  33 44 51.42069(N)    078 57 31.20021(W) AD(       ) 2
 DD1638  NAD 83(1986)-  33 44 51.42635(N)    078 57 31.20048(W) AD(       ) 2
 DD1638  NAD 27      -  33 44 50.80675(N)    078 57 32.08416(W) AD(       ) 2
 DD1638  NAVD 88 (06/10/03)    9.40   (m)           30.8    (f) LEVELING    3  
 DD1638  NGVD 29 (03/21/89)    9.716  (m)           31.88   (f) ADJUSTED    1 2
 DD1638
 DD1638.Superseded values are not recommended for survey control.
 DD1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1638.See file dsdata.txt to determine how the superseded data were derived.
 DD1638
 DD1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8908436044(NAD 83)
 DD1638_MARKER: DD = SURVEY DISK
 DD1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1638_SP_SET: CONCRETE POST
 DD1638_STAMPING: AZ MK 026 - 058 1981
 DD1638_MARK LOGO: SCGS  
 DD1638_PROJECTION: FLUSH
 DD1638_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1638+STABILITY: SURFACE MOTION
 DD1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1638+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DD1638
 DD1638  HISTORY     - Date     Condition        Report By
 DD1638  HISTORY     - 1981     MONUMENTED       MJH
 DD1638  HISTORY     - 1986     GOOD             SCGS
 DD1638  HISTORY     - 19970709 GOOD             SCGS
 DD1638
 DD1638                          STATION DESCRIPTION
 DD1638
 DD1638'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1638'9.3 KM (5.8 MI) NW FROM MYRTLE BEACH.
 DD1638'9.3 KM (5.8 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1638'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1638'BEACH, SET NEAR A POWER POLE IN THE NORTHWEST ANGLE OF STATE ROAD 1014
 DD1638'(GREENLEAF CIRCLE), 4.05 METERS (13.29 FT) SOUTH SOUTHEAST OF THE
 DD1638'POWER POLE NUMBER 134, 25.4 METERS (83.33 FT) WEST SOUTHWEST OF THE
 DD1638'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 36.83 METERS
 DD1638'(120.83 FT) NORTH NORTHWEST OF THE CENTER OF THE STATE ROAD,
 DD1638'40.9 METERS (134.19 FT) EAST NORTHEAST OF THE NORTHEAST CORNER OF A
 DD1638'BUILDING (CYCLE WORLD).
 DD1638'THE MARK IS 5.50 METERS  W FROM A WITNESS POST.
 DD1638'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1638
 DD1638                          STATION RECOVERY (1997)
 DD1638
 DD1638'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1638'STATION IS LOCATED 5.7 MILES (9.2 KM) NORTHWEST OF MYRTLE BEACH, 8.0
 DD1638'MILES (12.9 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--MIKE FRIEDMAN, 4405
 DD1638'HIGHWAY 501, MYRTLE BEACH, SC 29577, PHONE 803-236-3079.  TO REACH THE
 DD1638'STATION FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 17 (MARK GARNER
 DD1638'HIGHWAY) AND 501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE BEACH, GO
 DD1638'NORTHWEST ON HIGHWAY 501 FOR 3.7 MILES (6.0 KM) TO THE STATION NEAR A
 DD1638'SIGN FOR GOLFEX IN THE NORTHWEST ANGLE OF THE 2ND JUNCTION OF STATE
 DD1638'ROAD 1014 (GREENLEAF CIRCLE) .  STATION IS A CONCRETE POST RECESSED
 DD1638'0.3 FOOT (9.1 CM) AND 2.0 FEET (0.6 M) BELOW THE HIGHWAY, 83.4 FEET
 DD1638'(25.4 M) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DD1638'HIGHWAY, 120.9 FEET (36.9 M) NORTH NORTHWEST OF THE CENTER OF THE
 DD1638'ROAD, 28.9 FEET (8.8 M) SOUTH OF THE SOUTHWEST LEG OF THE SIGN, 45.2
 DD1638'FEET (13.8 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER 84215, 152.6 FEET
 DD1638'(46.5 M) NORTHEAST OF THE SOUTHEAST CORNER OF A BUILDING (GOLFEX) ,
 DD1638'77.4 FEET (23.6 M) NORTH NORTHWEST OF A MANHOLE COVER.  NOTE-STATION
 DD1638'IS INTERVISIBLE WITH SURVEY STATION 026 058.  RECOVERED BY C.E.
 DD1638'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1637 ***********************************************************************
 DD1637  DESIGNATION -  026 058 RM 1
 DD1637  PID         -  DD1637
 DD1637  STATE/COUNTY-  SC/HORRY
 DD1637  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1637
 DD1637                         *CURRENT SURVEY CONTROL
 DD1637  ___________________________________________________________________
 DD1637* NAD 83(2001)-  33 44 38.87759(N)    078 57 14.28827(W)     ADJUSTED  
 DD1637* NAVD 88     -         8.384  (meters)      27.51   (feet)  ADJUSTED  
 DD1637  ___________________________________________________________________
 DD1637  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 DD1637  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD1637  DYNAMIC HT  -           8.376 (meters)      27.48  (feet)  COMP
 DD1637  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 DD1637
 DD1637  HORZ ORDER  -  SECOND
 DD1637  VERT ORDER  -  FIRST     CLASS II
 DD1637
 DD1637.The horizontal coordinates were established by classical geodetic methods
 DD1637.and adjusted by the National Geodetic Survey in June 2003..
 DD1637
 DD1637.The orthometric height was determined by differential leveling
 DD1637.and adjusted by the National Geodetic Survey in June 1991..
 DD1637
 DD1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1637
 DD1637.The geoid height was determined by GEOID03.
 DD1637
 DD1637.The dynamic height is computed by dividing the NAVD 88
 DD1637.geopotential number by the normal gravity value computed on the
 DD1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1637.degrees latitude (g = 980.6199 gals.).
 DD1637
 DD1637.The modeled gravity was interpolated from observed gravity values.
 DD1637
 DD1637;                    North         East     Units Scale Factor Converg.
 DD1637;SPC SC       -   213,776.085   799,135.651   MT  0.99979450   +1 08 03.5
 DD1637;SPC SC       -   701,365.11  2,621,836.13   iFT  0.99979450   +1 08 03.5
 DD1637;UTM  17      - 3,735,666.746   689,526.704   MT  1.00004284   +1 08 12.8
 DD1637
 DD1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1637!SPC SC       -   1.00000409  x   0.99979450  =   0.99979859
 DD1637!UTM  17      -   1.00000409  x   1.00004284  =   1.00004693
 DD1637
 DD1637                          SUPERSEDED SURVEY CONTROL
 DD1637
 DD1637  NAD 83(1986)-  33 44 38.88584(N)    078 57 14.29355(W) AD(       ) 2
 DD1637  NAVD 88 (06/10/03)    8.38   (m)           27.5    (f) LEVELING    3  
 DD1637  NGVD 29 (03/21/89)    8.695  (m)           28.53   (f) ADJUSTED    1 2
 DD1637
 DD1637.Superseded values are not recommended for survey control.
 DD1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1637.See file dsdata.txt to determine how the superseded data were derived.
 DD1637
 DD1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8952735667(NAD 83)
 DD1637_MARKER: DD = SURVEY DISK
 DD1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1637_SP_SET: CONCRETE POST
 DD1637_STAMPING: RM 1 026 - 058 1981
 DD1637_MARK LOGO: SCGS  
 DD1637_PROJECTION: RECESSED 7 CENTIMETERS
 DD1637_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1637+STABILITY: SURFACE MOTION
 DD1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1637+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DD1637
 DD1637  HISTORY     - Date     Condition        Report By
 DD1637  HISTORY     - 1981     MONUMENTED       SCGS
 DD1637  HISTORY     - 1986     GOOD             SCGS
 DD1637  HISTORY     - 19970708 GOOD             SCGS
 DD1637
 DD1637                          STATION DESCRIPTION
 DD1637
 DD1637'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1637'8.7 KM (5.4 MI) NW FROM MYRTLE BEACH.
 DD1637'8.8 KM (5.5 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1637'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1637'BEACH, SET NEAR A BLAZED PINE TREE IN THE SOUTHEAST ANGLE OF A SAND
 DD1637'DRIVE LEADING TO THE MYRTLE BEACH SPEEDWAY, 28.15 METERS (92.36 FT)
 DD1637'EAST SOUTHEAST OF SURVEY MARK 026 058 SCGS, 8.35 METERS (27.4 FT) WEST
 DD1637'SOUTHWEST OF THE BLAZED PINE TREE, 46.5 METERS (152.56 FT) SOUTH
 DD1637'SOUTHEAST OF THE CENTER OF THE SAND DRIVE, 65.15 METERS (213.75 FT)
 DD1637'EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY.
 DD1637'THE MARK IS 0.57 METERS  N FROM A WITNESS POST.
 DD1637'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 DD1637
 DD1637                          STATION RECOVERY (1997)
 DD1637
 DD1637'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1637'STATION IS LOCATED 5.4 MILES (8.7 KM) NORTHWEST OF MYRTLE BEACH, 8.35
 DD1637'MILES (13.44 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--BURRIS COLLINS.  TO
 DD1637'REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 17
 DD1637'(MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE
 DD1637'BEACH, GO NORTHWEST ON HIGHWAY 501 FOR 3.4 MILES (5.5 KM) TO THE 1ST
 DD1637'JUNCTION OF STATE ROAD 1014 (GREENLEAF CIRCLE) AND ENTRANCE TO MYRTLE
 DD1637'BEACH SPEEDWAY, TURN RIGHT ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08
 DD1637'KM) TO THE STATION ON THE RIGHT NEAR THE TREE LINE.  STATION IS A
 DD1637'CONCRETE POST RECESSED 0.4 FOOT (12.2 CM) , 216.7 FEET (66.1 M) EAST
 DD1637'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 131.8
 DD1637'FEET (40.2 M) SOUTH SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD,
 DD1637'126.0 FEET (38.4 M) EAST SOUTHEAST OF THE EAST CORNER OF THE NORTHEAST
 DD1637'LEG OF THE SIGN FOR THE MYRTLE BEACH SPEEDWAY, 92.3 FEET (28.1 M) EAST
 DD1637'OF SURVEY STATION 028 058, 1.7 FEET (0.5 M) WEST OF A WITNESS POST.
 DD1637'RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1603 ***********************************************************************
 DD1603  DESIGNATION -  026 060
 DD1603  PID         -  DD1603
 DD1603  STATE/COUNTY-  SC/HORRY
 DD1603  USGS QUAD   -  BUCKSVILLE (1973)
 DD1603
 DD1603                         *CURRENT SURVEY CONTROL
 DD1603  ___________________________________________________________________
 DD1603* NAD 83(2001)-  33 38 26.30564(N)    079 01 53.47432(W)     ADJUSTED  
 DD1603* NAVD 88     -         6.062  (meters)      19.89   (feet)  ADJUSTED  
 DD1603  ___________________________________________________________________
 DD1603  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DD1603  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD1603  DYNAMIC HT  -           6.055 (meters)      19.87  (feet)  COMP
 DD1603  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 DD1603
 DD1603  HORZ ORDER  -  SECOND
 DD1603  VERT ORDER  -  FIRST     CLASS II
 DD1603
 DD1603.The horizontal coordinates were established by classical geodetic methods
 DD1603.and adjusted by the National Geodetic Survey in March 2004..
 DD1603
 DD1603.The orthometric height was determined by differential leveling
 DD1603.and adjusted by the National Geodetic Survey in June 1991..
 DD1603
 DD1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1603
 DD1603.The geoid height was determined by GEOID03.
 DD1603
 DD1603.The dynamic height is computed by dividing the NAVD 88
 DD1603.geopotential number by the normal gravity value computed on the
 DD1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1603.degrees latitude (g = 980.6199 gals.).
 DD1603
 DD1603.The modeled gravity was interpolated from observed gravity values.
 DD1603
 DD1603;                    North         East     Units Scale Factor Converg.
 DD1603;SPC SC       -   202,161.972   792,171.062   MT  0.99979378   +1 05 28.8
 DD1603;SPC SC       -   663,261.06  2,598,986.42   iFT  0.99979378   +1 05 28.8
 DD1603;UTM  17      - 3,724,049.805   682,560.697   MT  1.00001089   +1 05 26.9
 DD1603
 DD1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1603!SPC SC       -   1.00000448  x   0.99979378  =   0.99979826
 DD1603!UTM  17      -   1.00000448  x   1.00001089  =   1.00001537
 DD1603
 DD1603|---------------------------------------------------------------------|
 DD1603| PID    Reference Object                     Distance      Geod. Az  |
 DD1603|                                                           dddmmss.s |
 DD1603| DD1613 026 060 RM 1                         27.869 METERS 07914     |
 DD1603| DD1602 026 060 AZ MK                       485.264 METERS 1984431.3 |
 DD1603|---------------------------------------------------------------------|
 DD1603
 DD1603                          SUPERSEDED SURVEY CONTROL
 DD1603
 DD1603  NAD 83(1986)-  33 38 26.31528(N)    079 01 53.47953(W) AD(       ) 2
 DD1603  NAD 27      -  33 38 25.70599(N)    079 01 54.34808(W) AD(       ) 2
 DD1603  NGVD 29 (03/21/89)    6.377  (m)           20.92   (f) ADJUSTED    1 2
 DD1603
 DD1603.Superseded values are not recommended for survey control.
 DD1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1603.See file dsdata.txt to determine how the superseded data were derived.
 DD1603
 DD1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8256124050(NAD 83)
 DD1603_MARKER: DD = SURVEY DISK
 DD1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1603_SP_SET: CONCRETE POST
 DD1603_STAMPING: HORZ 026 - 060 1981
 DD1603_MARK LOGO: SCGS  
 DD1603_PROJECTION: FLUSH
 DD1603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1603+STABILITY: SURFACE MOTION
 DD1603
 DD1603  HISTORY     - Date     Condition        Report By
 DD1603  HISTORY     - 1982     MONUMENTED       SCGS
 DD1603  HISTORY     - 1986     GOOD             SCGS
 DD1603  HISTORY     - 1987     GOOD             USPSQD
 DD1603
 DD1603                          STATION DESCRIPTION
 DD1603
 DD1603'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1603'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH OF SOCASTEE,
 DD1603'6.4 KM (4.0 MI) NORTHWEST OF SURFSIDE BEACH ON THE
 DD1603'PROPERTY OF RACOON RUN GOLF CLUB.
 DD1603'
 DD1603'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 707
 DD1603'AND 544 IN SOCASTEE, GO SOUTHERLY ON HIGHWAY 707
 DD1603'FOR 5.6 KM (3.5 MI) TO THE RACOON RUN GOLF CLUB ON THE
 DD1603'RIGHT. TURN RIGHT AND ENTER THE CLUB GROUNDS. THE STATION
 DD1603'IS ON THE RIGHT IN THE LAWN ADJACENT TO THE TENNIS
 DD1603'COURTS.
 DD1603'
 DD1603'THE STATION IS A STANDARD SCGS DISK
 DD1603'STAMPED---026 060 1981---,
 DD1603'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1603'FLUSH WITH GROUND.  IT IS LOCATED
 DD1603'39.0 METERS (128 FT) EAST FROM THE SOUTHWEST CORNER OF THE TENNIS
 DD1603'COURT FENCE,
 DD1603'32.31 METERS (106.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER
 DD1603'OF THE TENNIS COURT FENCE,
 DD1603'30.48 METERS (100.0 FT) NORTHEAST FROM A SEVEN FOOT SHRUB
 DD1603'22.5 METERS (74.0 FT) SOUTHWEST FROM A FENCE LINE AND 15.54
 DD1603'METERS (51.0 FT) NORTHEAST OF A SHALLOW DRAINAGE FURROUGH IN THE
 DD1603'LAWN.
 DD1603'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 DD1603'STAMPED---026 060 1981---,
 DD1603'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD1603'
 DD1603'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1603'STAMPED---RM 1 026 060 1981---,
 DD1603'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1603'FLUSH WITH GROUND.  IT IS LOCATED
 DD1603'66.45 METERS (218.0 FT) EAST FROM THE SOUTHWEST CORNER OF THE
 DD1603'TENNIS COURT FENCE,
 DD1603'50.29 METERS (165.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER
 DD1603'OF THE TENNIS COURT FENCE,
 DD1603'2.13 METERS (7.0 FT) SOUTH-SOUTHWEST FROM A 12 INCH PINE TREE AND
 DD1603'1.83 METERS (6.0 FT) SOUTHWEST OF A METAL WITNESS POST.
 DD1603'MARK IS LEVEL WITH STATION.
 DD1603'
 DD1603'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1603'STAMPED---AZ MK 026 060 1981---,
 DD1603'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1603'FLUSH WITH GROUND.  IT IS LOCATED
 DD1603'33.5 METERS (102.1 FT) WEST FROM THE CENTER OF HIGHWAY 707,
 DD1603'25.14 METERS (82.5 FT) SOUTH FROM THE SOUTH END OF A 14 INCH
 DD1603'14.63 METERS (48.0 FT) NORTH FROM THE NORTH END OF A CONCRETE
 DD1603'CULVERT AND 0.76 METERS (2.5 FEET) EAST FROM A POWER LINE POLE NO
 DD1603'51-42.
 DD1603'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ON
 DD1603'HIGHWAY 707 FOR 0.48 KM (0.30 MI) TO THE MARK ON THE RIGHT
 DD1603'NEAR A POWER LINE POLE.
 DD1603
 DD1603                          STATION RECOVERY (1986)
 DD1603
 DD1603'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1603'7.4 KM (4.6 MI) WNW FROM SURFSIDE BEACH.
 DD1603'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1603'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 5.6 KM
 DD1603'(3.5 MI) SOUTHERLY ALONG STATE HIGHWAY 707, THENCE 0.1 KM (0.05 MI)
 DD1603'WEST NORTHWEST ALONG A PAVED DRIVE (ENTRANCE TO RACCOON RUN GOLF
 DD1603'CLUB), SET IN THE LAWN ON THE SOUTHEAST SIDE OF A TENNIS COURT,
 DD1603'48.75 METERS (159.94 FT) NORTHEAST OF THE CENTER OF THE PAVED DRIVE,
 DD1603'38.95 METERS (127.79 FT) EAST OF THE SOUTH CORNER OF A CHAIN LINK
 DD1603'FENCE SURROUNDING THE TENNIS COURT, 32.29 METERS (105.94 FT) SOUTH
 DD1603'SOUTHEAST OF THE EAST CORNER OF THE CHAIN LINK FENCE SURROUNDING THE
 DD1603'TENNIS COURT, 23.5 METERS (77.1 FT) SOUTH SOUTHWEST OF A 24 INCH PINE
 DD1603'TREE.
 DD1603'THE MARK IS 28.2 METERS  W FROM A WITNESS POST.
 DD1603'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1603
 DD1603                          STATION RECOVERY (1987)
 DD1603
 DD1603'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1602 ***********************************************************************
 DD1602  DESIGNATION -  026 060 AZ MK
 DD1602  PID         -  DD1602
 DD1602  STATE/COUNTY-  SC/HORRY
 DD1602  USGS QUAD   -  BUCKSVILLE (1973)
 DD1602
 DD1602                         *CURRENT SURVEY CONTROL
 DD1602  ___________________________________________________________________
 DD1602* NAD 83(2001)-  33 38 11.39053(N)    079 01 59.52444(W)     ADJUSTED  
 DD1602* NAVD 88     -         5.966  (meters)      19.57   (feet)  ADJUSTED  
 DD1602  ___________________________________________________________________
 DD1602  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 DD1602  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD1602  DYNAMIC HT  -           5.960 (meters)      19.55  (feet)  COMP
 DD1602  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 DD1602
 DD1602  HORZ ORDER  -  SECOND
 DD1602  VERT ORDER  -  FIRST     CLASS II
 DD1602
 DD1602.The horizontal coordinates were established by classical geodetic methods
 DD1602.and adjusted by the National Geodetic Survey in March 2004..
 DD1602
 DD1602.The orthometric height was determined by differential leveling
 DD1602.and adjusted by the National Geodetic Survey in June 1991..
 DD1602
 DD1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1602
 DD1602.The geoid height was determined by GEOID03.
 DD1602
 DD1602.The dynamic height is computed by dividing the NAVD 88
 DD1602.geopotential number by the normal gravity value computed on the
 DD1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1602.degrees latitude (g = 980.6199 gals.).
 DD1602
 DD1602.The modeled gravity was interpolated from observed gravity values.
 DD1602
 DD1602;                    North         East     Units Scale Factor Converg.
 DD1602;SPC SC       -   201,699.649   792,023.954   MT  0.99979382   +1 05 25.4
 DD1602;SPC SC       -   661,744.26  2,598,503.79   iFT  0.99979382   +1 05 25.4
 DD1602;UTM  17      - 3,723,587.383   682,413.552   MT  1.00001023   +1 05 23.1
 DD1602
 DD1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1602!SPC SC       -   1.00000450  x   0.99979382  =   0.99979831
 DD1602!UTM  17      -   1.00000450  x   1.00001023  =   1.00001473
 DD1602
 DD1602                          SUPERSEDED SURVEY CONTROL
 DD1602
 DD1602  NAD 83(1986)-  33 38 11.40015(N)    079 01 59.52957(W) AD(       ) 2
 DD1602  NAD 27      -  33 38 10.79066(N)    079 02 00.39851(W) AD(       ) 2
 DD1602  NGVD 29 (03/21/89)    6.282  (m)           20.61   (f) ADJUSTED    1 2
 DD1602
 DD1602.Superseded values are not recommended for survey control.
 DD1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1602.See file dsdata.txt to determine how the superseded data were derived.
 DD1602
 DD1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8241423587(NAD 83)
 DD1602_MARKER: DD = SURVEY DISK
 DD1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1602_SP_SET: CONCRETE POST
 DD1602_STAMPING: AZ MK 026 - 060 1981
 DD1602_MARK LOGO: SCGS  
 DD1602_PROJECTION: FLUSH
 DD1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1602+STABILITY: SURFACE MOTION
 DD1602
 DD1602  HISTORY     - Date     Condition        Report By
 DD1602  HISTORY     - 1981     MONUMENTED       MJH
 DD1602  HISTORY     - 1986     GOOD             SCGS
 DD1602
 DD1602                          STATION DESCRIPTION
 DD1602
 DD1602'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1602'6.6 KM (4.1 MI) WEST FROM SURFSIDE BEACH.
 DD1602'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1602'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 6.1 KM
 DD1602'(3.8 MI) SOUTHERLY ALONG STATE HIGHWAY 707, SET NEAR A POWER POLE,
 DD1602'ADD-MAY ALSO BE REACHED BY GOING 9.8 KM (6.1 MI) NORTHERLY ALONG STATE
 DD1602'HIGHWAY 707 FROM THE INTERSECTION OF U.S. HIGHWAY 17 IN MURRELLS
 DD1602'INLET, 29.5 METERS (96.78 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 DD1602'WOODEN HOUSE, 0.9 METER (2.95 FT) EAST OF THE POWER POLE NUMBER 5142,
 DD1602'9.9 METERS (32.48 FT) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY,
 DD1602'14.6 METERS (47.9 FT) NORTH NORTHEAST OF THE CENTER OF A SAND DRIVE
 DD1602'LEADING TO A WOODEN HOUSE, 4.2 METERS (13.78 FT) SOUTHEAST OF A THREE
 DD1602'LIMBED PINE TREE.
 DD1602'THE MARK IS 0.90 METERS  ESE FROM A WITNESS POST.
 DD1602'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1613 ***********************************************************************
 DD1613  DESIGNATION -  026 060 RM 1
 DD1613  PID         -  DD1613
 DD1613  STATE/COUNTY-  SC/HORRY
 DD1613  USGS QUAD   -  BUCKSVILLE (1973)
 DD1613
 DD1613                         *CURRENT SURVEY CONTROL
 DD1613  ___________________________________________________________________
 DD1613* NAD 83(1986)-  33 38 27.     (N)    079 01 52.     (W)     SCALED    
 DD1613* NAVD 88     -         6.312  (meters)      20.71   (feet)  ADJUSTED  
 DD1613  ___________________________________________________________________
 DD1613  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD1613  DYNAMIC HT  -           6.306 (meters)      20.69  (feet)  COMP
 DD1613  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 DD1613
 DD1613  VERT ORDER  -  FIRST     CLASS II
 DD1613
 DD1613.The horizontal coordinates were scaled from a topographic map and have
 DD1613.an estimated accuracy of +/- 6 seconds.
 DD1613
 DD1613.The orthometric height was determined by differential leveling
 DD1613.and adjusted by the National Geodetic Survey in June 1991..
 DD1613
 DD1613.The geoid height was determined by GEOID03.
 DD1613
 DD1613.The dynamic height is computed by dividing the NAVD 88
 DD1613.geopotential number by the normal gravity value computed on the
 DD1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1613.degrees latitude (g = 980.6199 gals.).
 DD1613
 DD1613.The modeled gravity was interpolated from observed gravity values.
 DD1613
 DD1613;                    North         East    Units  Estimated Accuracy
 DD1613;SPC SC       -   202,180.      792,210.      MT  (+/- 180 meters Scaled)
 DD1613
 DD1613                          SUPERSEDED SURVEY CONTROL
 DD1613
 DD1613  NGVD 29 (03/21/89)    6.627  (m)           21.74   (f) ADJUSTED    1 2
 DD1613
 DD1613.Superseded values are not recommended for survey control.
 DD1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1613.See file dsdata.txt to determine how the superseded data were derived.
 DD1613
 DD1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT825240(NAD 83)
 DD1613_MARKER: DD = SURVEY DISK
 DD1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1613_SP_SET: CONCRETE POST
 DD1613_STAMPING: RM 1 026 - 060 1981
 DD1613_MARK LOGO: SCGS  
 DD1613_PROJECTION: RECESSED 7 CENTIMETERS
 DD1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1613+STABILITY: SURFACE MOTION
 DD1613
 DD1613  HISTORY     - Date     Condition        Report By
 DD1613  HISTORY     - 1981     MONUMENTED       SCGS
 DD1613  HISTORY     - 1986     GOOD             SCGS
 DD1613
 DD1613                          STATION DESCRIPTION
 DD1613
 DD1613'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1613'7.4 KM (4.6 MI) WNW FROM SURFSIDE BEACH.
 DD1613'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1613'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 5.6 KM
 DD1613'(3.5 MI) SOUTHERLY ALONG STATE HIGHWAY 707, THENCE 0.1 KM (0.05 MI)
 DD1613'WEST NORTHWEST ALONG A PAVED DRIVE (ENTRANCE TO RACCOON RUN GOLF
 DD1613'CLUB), SET NEAR A ROW OF PINE TREES ON THE SOUTHEAST SIDE OF A TENNIS
 DD1613'COURT, 27.85 METERS (91.37 FT) EAST OF SURVEY MARK 026 060 SCGS,
 DD1613'68.95 METERS (226.21 FT) NORTHEAST OF THE CENTER OF THE PAVED DRIVE,
 DD1613'50.4 METERS (165.35 FT) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DD1613'CHAIN LINK FENCE SURROUNDING THE TENNIS COURT, 21.15 METERS (69.39 FT)
 DD1613'SOUTH SOUTHWEST OF THE SOUTH CORNER OF A WOODEN HOUSE, 6.45 METERS
 DD1613'(21.16 FT) WEST NORTHWEST OF A 22 INCH PINE TREE.
 DD1613'THE MARK IS 0.30 METERS  WNW FROM A WITNESS POST.
 DD1613'THE MARK IS ABOVE LEVEL WITH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2659 ***********************************************************************
 DD2659  DESIGNATION -  026 061
 DD2659  PID         -  DD2659
 DD2659  STATE/COUNTY-  SC/HORRY
 DD2659  USGS QUAD   -  WAMPEE (1990)
 DD2659
 DD2659                         *CURRENT SURVEY CONTROL
 DD2659  ___________________________________________________________________
 DD2659* NAD 83(2001)-  33 47 28.26024(N)    078 44 05.35205(W)     ADJUSTED  
 DD2659* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 DD2659  ___________________________________________________________________
 DD2659  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DD2659  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DD2659
 DD2659  HORZ ORDER  -  SECOND
 DD2659
 DD2659.The horizontal coordinates were established by classical geodetic methods
 DD2659.and adjusted by the National Geodetic Survey in March 2004..
 DD2659
 DD2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2659
 DD2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2659
 DD2659.The geoid height was determined by GEOID03.
 DD2659
 DD2659;                    North         East     Units Scale Factor Converg.
 DD2659;SPC SC       -   219,415.978   819,319.235   MT  0.99979591   +1 15 20.9
 DD2659;SPC SC       -   719,868.69  2,688,055.23   iFT  0.99979591   +1 15 20.9
 DD2659;UTM  17      - 3,741,309.540   709,715.931   MT  1.00014222   +1 15 37.0
 DD2659
 DD2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2659!SPC SC       -   1.00000497  x   0.99979591  =   0.99980088
 DD2659!UTM  17      -   1.00000497  x   1.00014222  =   1.00014719
 DD2659
 DD2659|---------------------------------------------------------------------|
 DD2659| PID    Reference Object                     Distance      Geod. Az  |
 DD2659|                                                           dddmmss.s |
 DD2659| DD3715 026 061 RM 1                         25.963 METERS 07217     |
 DD2659| DD2660 026 061 AZ MK                       411.793 METERS 3191020.4 |
 DD2659|---------------------------------------------------------------------|
 DD2659
 DD2659                          SUPERSEDED SURVEY CONTROL
 DD2659
 DD2659  NAD 83(1986)-  33 47 28.26825(N)    078 44 05.35499(W) AD(       ) 2
 DD2659  NAD 27      -  33 47 27.65175(N)    078 44 06.28498(W) AD(       ) 2
 DD2659  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 DD2659
 DD2659.Superseded values are not recommended for survey control.
 DD2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2659.See file dsdata.txt to determine how the superseded data were derived.
 DD2659
 DD2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0971641310(NAD 83)
 DD2659_MARKER: DH = HORIZONTAL CONTROL DISK
 DD2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2659
 DD2659  HISTORY     - Date     Condition        Report By
 DD2659  HISTORY     - 1981     MONUMENTED       SCGS
 DD2659  HISTORY     - 19970730 MARK NOT FOUND   SCGS
 DD2659  HISTORY     - 20010331 GOOD             NGS
 DD2659  HISTORY     - 20040412 GOOD             USPSQD
 DD2659  HISTORY     - 20050412 GOOD             USPSQD
 DD2659
 DD2659                          STATION DESCRIPTION
 DD2659
 DD2659'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2659'THE STATION IS LOCATED IN NORTH MYRTLE BEACH, AT THE
 DD2659'SOUTH END OF WINDY HILL BEACH, ACROSS THE ROAD FROM KITS FISHING PIER
 DD2659'AND RESTAURANT, AT THE END OF 48TH AVENUE SOUTH, AND THE NORTHEAST
 DD2659'END OF OCEAN BLVD.
 DD2659'
 DD2659'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 17
 DD2659'AND 48TH AVE SOUTH, GO EAST ON 48TH AVE TO THE
 DD2659'STATION ON THE RIGHT.
 DD2659'
 DD2659'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2659'---026-061 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT  30
 DD2659'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.5 METERS SW FROM
 DD2659'CENTER LINE OF 48TH AVENUE SOUTH, 14.5 METERS NW FROM EXTENDED
 DD2659'CENTERLINE OF OCEAN BLVD,  2.5 METERS NNW FROM FENCE CORNER,  1.71
 DD2659'METERS NE FROM FENCE LINE, AND  1.34 METERS E FROM METAL WITNESS POST.
 DD2659'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2659'DISK STAMPED---026-061 1981---SET INTO AN IRREGULAR MASS OF
 DD2659'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD2659'
 DD2659'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2659'DISK STAMPED---026-061 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2659'CONCRETE MONUMENT  30 CM IN DIAMETER RECESSED 4 CM BELOW THE GROUND
 DD2659'LOCATED 16.3 METERS NE FROM CENTER LINE OF 48TH AVENUE SOUTH,  7.9
 DD2659'METERS NW FROM CENTER LINE OF OCEAN BLVD, AND  8.8 METERS E FROM
 DD2659'STREET SIGN.
 DD2659'
 DD2659'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED
 DD2659'---026-061 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD2659'MONUMENT  30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  2.1 METERS
 DD2659'S FROM SOUTH OF POWER LINE POLE NUMBER 5957,  1.1 METERS SE FROM THE
 DD2659'MAILBOX POST PAT LEWIS,  5.5 METERS SE FROM THE CENTER OF DRIVE, AND
 DD2659'7.2 METERS NE FROM THE CENTERLINE OF 48TH AVENUE SOUTH.
 DD2659
 DD2659                          STATION RECOVERY (1997)
 DD2659
 DD2659'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD2659'NOT RECOVERED, MEASUREMENTS LEAD TO THICK SHRUBBERY IN A LANDSCAPED
 DD2659'AREA, STATION POSSIBLY INTACT UNDER A MOUND, UNDERGROUND IS PROBABLY
 DD2659'INTACT, SEARCHED 20 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
 DD2659
 DD2659                          STATION RECOVERY (2001)
 DD2659
 DD2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD2659'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DD2659
 DD2659                          STATION RECOVERY (2004)
 DD2659
 DD2659'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2659'RECOVERED IN GOOD CONDITION.
 DD2659
 DD2659                          STATION RECOVERY (2005)
 DD2659
 DD2659'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2660 ***********************************************************************
 DD2660  DESIGNATION -  026 061 AZ MK
 DD2660  PID         -  DD2660
 DD2660  STATE/COUNTY-  SC/HORRY
 DD2660  USGS QUAD   -  WAMPEE (1990)
 DD2660
 DD2660                         *CURRENT SURVEY CONTROL
 DD2660  ___________________________________________________________________
 DD2660* NAD 83(2001)-  33 47 38.37331(N)    078 44 15.81784(W)     ADJUSTED  
 DD2660* NAVD 88     -         4.1    (meters)      13.     (feet)  GPS OBS   
 DD2660  ___________________________________________________________________
 DD2660  X           -   1,036,259.349 (meters)                     COMP
 DD2660  Y           -  -5,203,801.807 (meters)                     COMP
 DD2660  Z           -   3,527,462.647 (meters)                     COMP
 DD2660  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 DD2660  ELLIP HEIGHT-         -30.75  (meters)          (03/13/03) GPS OBS
 DD2660  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DD2660
 DD2660  HORZ ORDER  -  FIRST
 DD2660  ELLP ORDER  -  FOURTH    CLASS II
 DD2660
 DD2660.The horizontal coordinates were established by GPS observations
 DD2660.and adjusted by the National Geodetic Survey in March 2003..
 DD2660
 DD2660.The orthometric height was determined by GPS observations and a
 DD2660.high-resolution geoid model.
 DD2660
 DD2660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2660
 DD2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2660
 DD2660.The ellipsoidal height was determined by GPS observations
 DD2660.and is referenced to NAD 83.
 DD2660
 DD2660.The geoid height was determined by GEOID03.
 DD2660
 DD2660;                    North         East     Units Scale Factor Converg.
 DD2660;SPC SC       -   219,721.536   819,043.302   MT  0.99979601   +1 15 15.1
 DD2660;SPC SC       -   720,871.18  2,687,149.94   iFT  0.99979601   +1 15 15.1
 DD2660;UTM  17      - 3,741,615.181   709,439.879   MT  1.00014079   +1 15 31.5
 DD2660
 DD2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2660!SPC SC       -   1.00000483  x   0.99979601  =   0.99980084
 DD2660!UTM  17      -   1.00000483  x   1.00014079  =   1.00014562
 DD2660
 DD2660                          SUPERSEDED SURVEY CONTROL
 DD2660
 DD2660  NAD 83(1995)-  33 47 38.37352(N)    078 44 15.81743(W) AD(       ) 1
 DD2660  ELLIP H (12/20/99)  -30.77   (m)                       GP(       ) 4 1
 DD2660  NAD 83(1986)-  33 47 38.38205(N)    078 44 15.82383(W) AD(       ) 1
 DD2660  NAD 83(1986)-  33 47 38.38125(N)    078 44 15.82049(W) AD(       ) 2
 DD2660  NAD 27      -  33 47 37.76499(N)    078 44 16.75017(W) AD(       ) 2
 DD2660  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 DD2660
 DD2660.Superseded values are not recommended for survey control.
 DD2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2660.See file dsdata.txt to determine how the superseded data were derived.
 DD2660
 DD2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0944041615(NAD 83)
 DD2660_MARKER: DD = SURVEY DISK
 DD2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2660_SP_SET: CONCRETE POST
 DD2660_STAMPING: AZ MK 026-061 1981
 DD2660_MARK LOGO: SCGS  
 DD2660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2660+STABILITY: SURFACE MOTION
 DD2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2660+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 DD2660
 DD2660  HISTORY     - Date     Condition        Report By
 DD2660  HISTORY     - 1981     MONUMENTED       SCGS
 DD2660  HISTORY     - 19930920 GOOD             SCGS
 DD2660  HISTORY     - 19970730 GOOD             SCGS
 DD2660
 DD2660                          STATION DESCRIPTION
 DD2660
 DD2660'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2660'STATION IS LOCATED IN THE WINDY HILL SECTION OF NORTH MYRTLE BEACH.
 DD2660'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD2660'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD2660'JUNCTION OF U.S. HIGHWAY 17 AND MAIN STREET IN NORTH MYRTLE BEACH, GO
 DD2660'SOUTHWEST ON HIGHWAY 17 FOR 4.2 MILES (6.8 KM) TO THE JUNCTION OF
 DD2660'48TH AVENUE SOUTH, TURN LEFT ON 48TH AVENUE SOUTH FOR 0.3 MILE
 DD2660'(0.5 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE NUMBER 5957.
 DD2660'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 2.1 METERS
 DD2660'(6.9 FT) SOUTH OF THE POWER POLE, 1.1 METERS (3.6 FT) SOUTHEAST OF
 DD2660'THE PAT LEWIS MAIL BOX POST, 5.5 METERS (18.0 FT) SOUTHWEST OF THE
 DD2660'CENTER OF THE DRIVE, 7.2 METERS (23.6 FT) NORTHEAST OF THE CENTER OF
 DD2660'THE AVENUE.
 DD2660
 DD2660                          STATION RECOVERY (1997)
 DD2660
 DD2660'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD2660'STATION IS LOCATED 5.1 MILES (8.2 KM) SOUTHWEST OF NORTH MYRTLE BEACH,
 DD2660'18.1 MILES (29.1 KM) EAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD2660'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD2660'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD2660'17 (HIGHWAY 17 SOUTH) AND STATE HIGHWAY 65 (27TH AVENUE SOUTH) , 3.5
 DD2660'MILES (5.6 KM) SOUTHWEST OF NORTH MYRTLE BEACH, GO WEST SOUTHWEST ON
 DD2660'HIGHWAY 17 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF STATE ROAD 227
 DD2660'(48TH AVENUE SOUTH) , TURN LEFT ON ROAD 227 FOR 0.35 MILES (0.56 KM)
 DD2660'TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE EAST ANGLE OF A 8
 DD2660'FOOT (2.4 M) WOODEN WALL SURROUNDING A RESIDENCE AT MORGAN LEWIS AND
 DD2660'COMPANY.  STATION IS A CONCRETE POST RECESSED 0.1 FEET (3.0 CM) AND
 DD2660'LEVEL WITH THE ROAD, 23.0 FEET (7.0 M) NORTHEAST OF THE CENTER OF THE
 DD2660'ROAD, 6.9 FEET (2.1 M) SOUTH SOUTHWEST OF THE POWER POLE NUMBER 45335
 DD2660'WITH A STREET LIGHT, 3.6 FEET (1.1 M) SOUTHEAST OF A SQUARE WOODEN
 DD2660'POST (WAS FOR MAILBOX) , 54.2 FEET (16.5 M) NORTH NORTHEAST OF A FIRE
 DD2660'HYDRANT, 17.5 FEET (5.3 M) SOUTHEAST OF THE CENTER OF THE DRIVEWAY,
 DD2660'30.0 FEET (9.1 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE WALL IN
 DD2660'THE NORTH ANGLE OF THE DRIVEWAY, 2.4 FEET (0.7 M) SOUTHWEST OF A
 DD2660'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 026
 DD2660'061.  DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1728 ***********************************************************************
 DD1728  DESIGNATION -  026 062
 DD1728  PID         -  DD1728
 DD1728  STATE/COUNTY-  SC/HORRY
 DD1728  USGS QUAD   -  LITTLE RIVER (1990)
 DD1728
 DD1728                         *CURRENT SURVEY CONTROL
 DD1728  ___________________________________________________________________
 DD1728* NAD 83(2001)-  33 51 02.28206(N)    078 36 37.01080(W)     ADJUSTED  
 DD1728* NAVD 88     -         8.082  (meters)      26.52   (feet)  ADJUSTED  
 DD1728  ___________________________________________________________________
 DD1728  X           -   1,047,141.912 (meters)                     COMP
 DD1728  Y           -  -5,198,058.783 (meters)                     COMP
 DD1728  Z           -   3,532,684.061 (meters)                     COMP
 DD1728  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 DD1728  ELLIP HEIGHT-         -27.07  (meters)          (03/27/03) GPS OBS
 DD1728  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 DD1728  DYNAMIC HT  -           8.074 (meters)      26.49  (feet)  COMP
 DD1728  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 DD1728
 DD1728  HORZ ORDER  -  SECOND
 DD1728  VERT ORDER  -  FIRST     CLASS II
 DD1728  ELLP ORDER  -  FOURTH    CLASS II
 DD1728
 DD1728.The horizontal coordinates were established by classical geodetic methods
 DD1728.and adjusted by the National Geodetic Survey in March 2003..
 DD1728
 DD1728.The orthometric height was determined by differential leveling
 DD1728.and adjusted by the National Geodetic Survey in June 1991..
 DD1728
 DD1728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1728
 DD1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1728
 DD1728.The ellipsoidal height was determined by GPS observations
 DD1728.and is referenced to NAD 83.
 DD1728
 DD1728.The geoid height was determined by GEOID03.
 DD1728
 DD1728.The dynamic height is computed by dividing the NAVD 88
 DD1728.geopotential number by the normal gravity value computed on the
 DD1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1728.degrees latitude (g = 980.6199 gals.).
 DD1728
 DD1728.The modeled gravity was interpolated from observed gravity values.
 DD1728
 DD1728;                    North         East     Units Scale Factor Converg.
 DD1728;SPC SC       -   226,266.747   830,695.129   MT  0.99979864   +1 19 29.5
 DD1728;SPC SC       -   742,344.97  2,725,377.72   iFT  0.99979864   +1 19 29.5
 DD1728;SPC NC       -    11,235.123   645,674.229   MT  1.00016857   +0 13 29.8
 DD1728;SPC NC       -    36,860.57  2,118,349.53   sFT  1.00016857   +0 13 29.8
 DD1728;UTM  17      - 3,748,163.996   721,095.419   MT  1.00020266   +1 19 54.1
 DD1728
 DD1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1728!SPC SC       -   1.00000425  x   0.99979864  =   0.99980289
 DD1728!SPC NC       -   1.00000425  x   1.00016857  =   1.00017282
 DD1728!UTM  17      -   1.00000425  x   1.00020266  =   1.00020691
 DD1728
 DD1728|---------------------------------------------------------------------|
 DD1728| PID    Reference Object                     Distance      Geod. Az  |
 DD1728|                                                           dddmmss.s |
 DD1728| DD1733 026 062 AZ MK                       286.266 METERS 14949     |
 DD1728| DD1734 026 062 RM 1                                       34152     |
 DD1728|---------------------------------------------------------------------|
 DD1728
 DD1728                          SUPERSEDED SURVEY CONTROL
 DD1728
 DD1728  NAD 83(1995)-  33 51 02.28214(N)    078 36 37.01057(W) AD(       ) 2
 DD1728  ELLIP H (12/20/99)  -27.08   (m)                       GP(       ) 4 1
 DD1728  NAD 83(1986)-  33 51 02.29132(N)    078 36 37.01817(W) AD(       ) 2
 DD1728  NAD 27      -  33 51 01.67236(N)    078 36 37.97107(W) AD(       ) 2
 DD1728  NGVD 29 (05/09/91)    8.399  (m)           27.56   (f) ADJUSTED    1 2
 DD1728
 DD1728.Superseded values are not recommended for survey control.
 DD1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1728.See file dsdata.txt to determine how the superseded data were derived.
 DD1728
 DD1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2109548164(NAD 83)
 DD1728_MARKER: DD = SURVEY DISK
 DD1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1728_SP_SET: CONCRETE POST
 DD1728_STAMPING: 026 062 1981
 DD1728_MARK LOGO: SCGS  
 DD1728_PROJECTION: FLUSH
 DD1728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1728+STABILITY: SURFACE MOTION
 DD1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1728+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD1728
 DD1728  HISTORY     - Date     Condition        Report By
 DD1728  HISTORY     - 1982     MONUMENTED       SCGS
 DD1728  HISTORY     - 1986     GOOD             SCGS
 DD1728  HISTORY     - 19871120 GOOD             SCCC
 DD1728  HISTORY     - 19900507 GOOD             NGS
 DD1728  HISTORY     - 19900924 GOOD             NGS
 DD1728  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1728  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 DD1728
 DD1728                          STATION DESCRIPTION
 DD1728
 DD1728'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1728'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTHEAST OF CHERRY
 DD1728'GROVE POST OFFICE, 3.2 KM (2.0 MI) SOUTH OF LITTLE RIVER, AND 15.3 KM
 DD1728'(9.5 MI) WEST OF LONGS.  ON THE PROPERTY OF THE CHERRY GROVE FFA.
 DD1728'CONTACT ROGER STRICKLAND, PHONE 249-1574 OR 249-1983.
 DD1728'
 DD1728'TO REACH THE STATION FROM THE CHERRY GROVE POST OFFICE, GO NORTHWEST
 DD1728'ALONG STATE HIGHWAY 65 FOR 2.6 KM (1.65 MI) TO THE JUNCTION OF
 DD1728'S-26-236.  TURN RIGHT AND GO NORTHEAST ON S-26-236 FOR 4.2 KM (2.6
 DD1728'MI) TO THE CHERRY GROVE FFA ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 DD1728'SOUTH FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT.
 DD1728'
 DD1728'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1728'---026 062 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1728'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 24.7 METERS NE FROM THE
 DD1728'THE CENTER LINE OF THE ROAD, 38.1 METERS NNE FROM A POWER POLE, 33.7
 DD1728'METERS ENE FROM THE POWER POLE C22, AND 27.1 METERS S FROM A METAL
 DD1728'WITNESS POST.
 DD1728'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1728'DISK STAMPED---026 062 1981---SET INTO AN IRREGULAR MASS OF
 DD1728'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD1728'
 DD1728'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1728'DISK STAMPED---026 062 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD1728'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 2.5 CM BELOW THE GROUND
 DD1728'LOCATED 34.3 METERS ENE FROM THE CENTER OF THE ROAD,  4.0 METERS
 DD1728'ESE FROM A 16 INCH HICKORY TREE,  3.5 METERS WNW FROM A 20 INCH WATER
 DD1728'OAK, AND  0.8 METERS SE FROM A METAL WITNESS POST.
 DD1728'
 DD1728'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1728'STAMPED---026 062 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1728'MONUMENT 30 CM IN DIAMETER RECESSED 10. CM BELOW THE GROUND LOCATED
 DD1728'8.4 METERS SW FROM THE CENTER OF PAVED ROAD, 22.1 METERS WSW FROM
 DD1728'THE SOUTHWEST CORNER OF THE STAFF BUILDING,  6.5 METERS NNW FROM
 DD1728'THE NORTHWEST CORNER OF THE CAFETERIA BUILDING, AND 28.7 METERS
 DD1728'NE FROM THE NORTHEAST CORNER OF A BUILDING.
 DD1728'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG THE
 DD1728'ROAD FOR 0.3 KM (0.2 MI) TO THE NORTHWEST CORNER OF THE CAFETERIA
 DD1728'BUILDING.
 DD1728
 DD1728                          STATION RECOVERY (1986)
 DD1728
 DD1728'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1728'2.9 KM (1.8 MI) SSE FROM LITTLE RIVER.
 DD1728'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 DD1728'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1728'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1728'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1728'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1728'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1728'ROAD 20, THENCE 4.25 KM (2.65 MI) EASTERLY ALONG STATE ROAD 236
 DD1728'(LITTLE RIVER NECK ROAD) TO THE ENTRANCE GATE OF THE CHERRY GROVE FFA
 DD1728'CAMP, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG THE PAVED ENTRANCE ROAD,
 DD1728'SET NEAR A BASEBALL CATCHERS BACKSTOP, 8.08 METERS (26.51 FT) NORTH
 DD1728'NORTHWEST OF THE NORTHEAST END OF THE BACKSTOP, 24.7 METERS (81.04
 DD1728'FT) EAST NORTHEAST OF THE CENTER OF THE ENTRANCE ROAD, 34.0 METERS
 DD1728'(111.55 FT) EAST NORTHEAST OF A POWER POLE NUMBER 022 WITH A GUY
 DD1728'WIRE, 38.35 METERS (125.82 FT) NORTHEAST OF A POWER POLE, 47.4 METERS
 DD1728'(155.51 FT) EAST NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL WOODEN
 DD1728'BUILDING.
 DD1728
 DD1728                          STATION RECOVERY (1987)
 DD1728
 DD1728'RECOVERY NOTE BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD1728'THE STATION IS LOCATED (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM
 DD1728'THE JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1728'CONTINUE (1.1 MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF
 DD1728'STATE ROAD 20 (NIXONS CROSSROADS), CONTINUE (0.6 MI) SOUTHEAST ALONG
 DD1728'STATE ROAD 20 TO A FORK, CONTINUE (0.05 MI) SOUTHEAST ALONG STATE ROAD
 DD1728'20, CONTINUE (2.65 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER
 DD1728'NECK ROAD) TO THE ENTRANCE GATE OF THE CHERRY GROVE FFA CAMP, CONTINUE
 DD1728'(0.3 MI) SOUTHEAST ALONG THE PAVED ENTRANCE ROAD, SET NEAR A BASEBALL
 DD1728'CATCHERS BACKSTOP.
 DD1728'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1728'STAMPED---026 062 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DD1728'30-CM IN DIAMETER FLUSH WITH THE GROUND, (26.51 FT) NORTH NORTHWEST
 DD1728'FROM THE NORTHEAST END OF THE BACKSTOP, (81.04 FT) EAST NORTHEAST FROM
 DD1728'THE CENTER OF THE ENTRANCE ROAD, (111.55 FT) EAST NORTHEAST FROM  A
 DD1728'POWER POLE NUMBER 022 WITH A GUY WIRE, (125.82 FT) NORTHEAST FROM A
 DD1728'POWER POLE, (155.51 FT) EAST NORTHEAST FROM THE SOUTHEAST CORNER OF A
 DD1728'SMALL WOODEN BUIDLING.
 DD1728
 DD1728                          STATION RECOVERY (1990)
 DD1728
 DD1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1728'RECOVERED IN GOOD CONDITION.
 DD1728
 DD1728                          STATION RECOVERY (1990)
 DD1728
 DD1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1728'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) WEST OF LONGS, 4.0 KM
 DD1728'(2.5 MI) NORTHEAST OF CHERRY GROVE POST OFFICE, 3.2 KM (2.0 MI) SOUTH
 DD1728'OF LITTLE RIVER AND ON PROPERTY OF CHERRY GROVE FFA.
 DD1728'OWNERSHIP--CHERRY GROVE FFA, CONTACT DAVID WATSON AT 803-249-1983.
 DD1728'TO REACH THE STATION FROM THE POST OFFICE IN CHERRY GROVE, GO
 DD1728'NORTHWEST ON STATE HIGHWAY 65 (OCEAN BOULEVARD) FOR 2.6 KM (1.6 MI)
 DD1728'TO THE JUNCTION OF STATE ROAD S-26-236.  TURN RIGHT AND GO NORTHEAST
 DD1728'FOR 4.2 KM (2.6 MI) TO THE CHERRY GROVE FFA ENTRANCE ON THE RIGHT.
 DD1728'TURN RIGHT AND GO SOUTH FOR 0.40 KM (0.25 MI) TO THE STATION ON THE
 DD1728'LEFT.  NOTE--CALL MR WATSON AFTER 5 PM AND HE WILL MEET YOU AT GATE
 DD1728'TO LET YOU INTO CHERRY GROVE FFA PROPERTY
 DD1728'THE STATION IS LOCATED 33.7 M (110.6 FT) EAST-NORTHEAST FROM POWER
 DD1728'POLE C22, 27.1 M (88.9 FT) SOUTH FROM A WITNESS POST AND 24.7 M
 DD1728'(81.0 FT) NORTHEAST FROM THE CENTER OF ROAD.
 DD1728
 DD1728                          STATION RECOVERY (1999)
 DD1728
 DD1728'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1728'MARK NOT FOUND.
 DD1728
 DD1728                          STATION RECOVERY (2004)
 DD1728
 DD1728'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1733 ***********************************************************************
 DD1733  DESIGNATION -  026 062 AZ MK
 DD1733  PID         -  DD1733
 DD1733  STATE/COUNTY-  SC/HORRY
 DD1733  USGS QUAD   -  LITTLE RIVER (1990)
 DD1733
 DD1733                         *CURRENT SURVEY CONTROL
 DD1733  ___________________________________________________________________
 DD1733* NAD 83(2001)-  33 50 54.25054(N)    078 36 31.41255(W)     ADJUSTED  
 DD1733* NAVD 88     -         4.747  (meters)      15.57   (feet)  ADJUSTED  
 DD1733  ___________________________________________________________________
 DD1733  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 DD1733  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 DD1733  DYNAMIC HT  -           4.742 (meters)      15.56  (feet)  COMP
 DD1733  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DD1733
 DD1733  HORZ ORDER  -  SECOND
 DD1733  VERT ORDER  -  FIRST     CLASS II
 DD1733
 DD1733.The horizontal coordinates were established by classical geodetic methods
 DD1733.and adjusted by the National Geodetic Survey in March 2004..
 DD1733
 DD1733.The orthometric height was determined by differential leveling
 DD1733.and adjusted by the National Geodetic Survey in June 1991..
 DD1733
 DD1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1733
 DD1733.The geoid height was determined by GEOID03.
 DD1733
 DD1733.The dynamic height is computed by dividing the NAVD 88
 DD1733.geopotential number by the normal gravity value computed on the
 DD1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1733.degrees latitude (g = 980.6199 gals.).
 DD1733
 DD1733.The modeled gravity was interpolated from observed gravity values.
 DD1733
 DD1733;                    North         East     Units Scale Factor Converg.
 DD1733;SPC SC       -   226,022.732   830,844.701   MT  0.99979852   +1 19 32.6
 DD1733;SPC SC       -   741,544.40  2,725,868.44   iFT  0.99979852   +1 19 32.6
 DD1733;SPC NC       -    10,988.190   645,819.144   MT  1.00016951   +0 13 33.0
 DD1733;SPC NC       -    36,050.42  2,118,824.97   sFT  1.00016951   +0 13 33.0
 DD1733;UTM  17      - 3,747,919.900   721,245.081   MT  1.00020347   +1 19 56.9
 DD1733
 DD1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1733!SPC SC       -   1.00000478  x   0.99979852  =   0.99980330
 DD1733!SPC NC       -   1.00000478  x   1.00016951  =   1.00017429
 DD1733!UTM  17      -   1.00000478  x   1.00020347  =   1.00020825
 DD1733
 DD1733                          SUPERSEDED SURVEY CONTROL
 DD1733
 DD1733  NAD 83(1986)-  33 50 54.25878(N)    078 36 31.41929(W) AD(       ) 2
 DD1733  NAD 83(1986)-  33 50 54.26027(N)    078 36 31.42037(W) AD(       ) 2
 DD1733  NAD 27      -  33 50 53.64092(N)    078 36 32.37384(W) AD(       ) 2
 DD1733  NGVD 29 (03/21/89)    5.069  (m)           16.63   (f) ADJUSTED    1 2
 DD1733
 DD1733.Superseded values are not recommended for survey control.
 DD1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1733.See file dsdata.txt to determine how the superseded data were derived.
 DD1733
 DD1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2124547920(NAD 83)
 DD1733_MARKER: DD = SURVEY DISK
 DD1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1733_SP_SET: CONCRETE POST
 DD1733_STAMPING: AZ MK 026 - 062 1981
 DD1733_MARK LOGO: SCGS  
 DD1733_PROJECTION: RECESSED 7 CENTIMETERS
 DD1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1733+STABILITY: SURFACE MOTION
 DD1733
 DD1733  HISTORY     - Date     Condition        Report By
 DD1733  HISTORY     - 1981     MONUMENTED       MJH
 DD1733  HISTORY     - 1986     GOOD             SCGS
 DD1733  HISTORY     - 19871120 GOOD             SCCC
 DD1733  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1733  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 DD1733
 DD1733                          STATION DESCRIPTION
 DD1733
 DD1733'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1733'3.2 KM (2.0 MI) SSE FROM LITTLE RIVER.
 DD1733'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1733'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1733'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1733'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1733'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1733'ROAD 20, THENCE 4.25 KM (2.65 MI) EASTERLY ALONG STATE ROAD 236
 DD1733'(LITTLE RIVER NECK ROAD) TO THE ENTRANCE GATE TO THE CHERRY GROVE FFA
 DD1733'CAMP, THENCE 0.8 KM (0.5 MI) SOUTHEAST ALONG A PAVED ENTRANCE ROAD,
 DD1733'SET AT THE NORTHWEST CORNER OF A BRICK BUILDING (CAFETERIA), 2.08
 DD1733'METERS (6.82 FT) WEST NORTHWEST OF A THREE FOOT HIGH WOOD POST AT THE
 DD1733'NORTHWEST CORNER OF THE BUILDING, 8.03 METERS (26.35 FT) NORTH
 DD1733'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 5.97 METERS (19.59
 DD1733'FT) EAST SOUTHEAST OF THE CENTER OF A SAND DRIVE LEADING SOUTHWEST,
 DD1733'22.3 METERS (73.16 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE STAFF
 DD1733'BUILDING.
 DD1733'THE MARK IS 1.90 METERS  WNW FROM A WITNESS POST.
 DD1733'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 DD1733
 DD1733                          STATION RECOVERY (1987)
 DD1733
 DD1733'RECOVERY NOTE BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD1733'THE STATION IS LOCATED (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM
 DD1733'THE JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1733'CONTINUE (1.1 MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF
 DD1733'STATE ROAD 20 (NIXONS CROSSROADS), CONTINUE (0.6 MI) SOUTHEAST ALONG
 DD1733'STATE ROAD 20 TO A FORK, CONTINUE (0.05 MI) SOUTHEAST ALONG STATE ROAD
 DD1733'20, CONTINUE (2.65 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER
 DD1733'NECK ROAD) TO THE ENTRANCE GATE TO THE CHERRY GROVE FFA CAMP, CONTINUE
 DD1733'(0.5 MI) SOUTHEAST ALONG A PAVED ENTRANCE ROAD, SET AT THE NORTHWEST
 DD1733'CORNER OF A BRICK BUILDING (CAFETERIA).
 DD1733'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1733'STAMPED---026 062 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1733'MONUMENT 30-CM IN DIAMETER RECESSED 10-CM BELOW THE GROUND, (6.82 FT)
 DD1733'WEST NORTHWEST FROM A THREE FOOT HIGH WOODEN POST AT THE NORTHWEST
 DD1733'CORNER OF THE BUILDING, (26.35 FT) NORTH NORTHWEST FROM THE NORTHWEST
 DD1733'CORNER OF THE BUILDING, (19.59 FT) EAST SOUTHEAST FROM THE CENTER OF A
 DD1733'SAND DRIVE LEADING SOUTHWEST, (73.16 FT) SOUTHWEST FROM THE SOUTHWEST
 DD1733'CORNER OF THE STAFF BUILDING.
 DD1733
 DD1733                          STATION RECOVERY (1999)
 DD1733
 DD1733'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1733'MARK NOT FOUND.
 DD1733
 DD1733                          STATION RECOVERY (2004)
 DD1733
 DD1733'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1734 ***********************************************************************
 DD1734  DESIGNATION -  026 062 RM 1
 DD1734  PID         -  DD1734
 DD1734  STATE/COUNTY-  SC/HORRY
 DD1734  USGS QUAD   -  LITTLE RIVER (1990)
 DD1734
 DD1734                         *CURRENT SURVEY CONTROL
 DD1734  ___________________________________________________________________
 DD1734* NAD 83(1986)-  33 51 03.     (N)    078 36 36.     (W)     SCALED    
 DD1734* NAVD 88     -         8.342  (meters)      27.37   (feet)  ADJUSTED  
 DD1734  ___________________________________________________________________
 DD1734  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 DD1734  DYNAMIC HT  -           8.333 (meters)      27.34  (feet)  COMP
 DD1734  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 DD1734
 DD1734  VERT ORDER  -  FIRST     CLASS II
 DD1734
 DD1734.The horizontal coordinates were scaled from a topographic map and have
 DD1734.an estimated accuracy of +/- 6 seconds.
 DD1734
 DD1734.The orthometric height was determined by differential leveling
 DD1734.and adjusted by the National Geodetic Survey in June 1991..
 DD1734
 DD1734.The geoid height was determined by GEOID03.
 DD1734
 DD1734.The dynamic height is computed by dividing the NAVD 88
 DD1734.geopotential number by the normal gravity value computed on the
 DD1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1734.degrees latitude (g = 980.6199 gals.).
 DD1734
 DD1734.The modeled gravity was interpolated from observed gravity values.
 DD1734
 DD1734;                    North         East    Units  Estimated Accuracy
 DD1734;SPC SC       -   226,290.      830,720.      MT  (+/- 180 meters Scaled)
 DD1734
 DD1734                          SUPERSEDED SURVEY CONTROL
 DD1734
 DD1734  NGVD 29 (03/21/89)    8.664  (m)           28.43   (f) ADJUSTED    1 2
 DD1734
 DD1734.Superseded values are not recommended for survey control.
 DD1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1734.See file dsdata.txt to determine how the superseded data were derived.
 DD1734
 DD1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT211481(NAD 83)
 DD1734_MARKER: DD = SURVEY DISK
 DD1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1734_SP_SET: CONCRETE POST
 DD1734_STAMPING: RM 1 026 062 1981
 DD1734_MARK LOGO: SCGS  
 DD1734_PROJECTION: RECESSED 3 CENTIMETERS
 DD1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1734+STABILITY: SURFACE MOTION
 DD1734
 DD1734  HISTORY     - Date     Condition        Report By
 DD1734  HISTORY     - 1981     MONUMENTED       SCGS
 DD1734  HISTORY     - 1986     GOOD             SCGS
 DD1734  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1734  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 DD1734
 DD1734                          STATION DESCRIPTION
 DD1734
 DD1734'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1734'2.9 KM (1.8 MI) SSE FROM LITTLE RIVER.
 DD1734'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1734'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1734'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1734'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1734'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1734'ROAD 20, THENCE 4.25 KM (2.65 MI) EASTERLY ALONG STATE ROAD 236
 DD1734'(LITTLE RIVER NECK ROAD) TO THE ENTRANCE GATE OF THE CHERRY GROVE FFA
 DD1734'CAMP, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG THE PAVED ENTRANCE ROAD,
 DD1734'SET AT THE TIMBERLINE IN THE NORTHWEST CORNER OF AN OPEN AREA, 4.2
 DD1734'METERS (13.8 FT) EAST SOUTHEAST OF A 18 INCH OAK TREE, 6.05 METERS
 DD1734'(19.85 FT) NORTHEAST OF A 4 INCH CEDAR TREE, 44.25 METERS (145.18 FT)
 DD1734'NORTHEAST OF POWER POLE NUMBER 022 WITH ONE GUY WIRE, 34.3 METERS
 DD1734'(112.53 FT) EAST NORTHEAST OF THE CENTER OF THE ENTRANCE ROAD, 26.3
 DD1734'METERS (86.29 FT) NORTH NORTHWEST OF SURVEY MARK 026 062 SCGS.
 DD1734'THE MARK IS 0.78 METERS  SE FROM A WITNESS POST.
 DD1734'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 DD1734
 DD1734                          STATION RECOVERY (1999)
 DD1734
 DD1734'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1734'MARK NOT FOUND.
 DD1734
 DD1734                          STATION RECOVERY (2004)
 DD1734
 DD1734'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2667 ***********************************************************************
 DD2667  DESIGNATION -  026 063
 DD2667  PID         -  DD2667
 DD2667  STATE/COUNTY-  SC/HORRY
 DD2667  USGS QUAD   -  LONGS (1990)
 DD2667
 DD2667                         *CURRENT SURVEY CONTROL
 DD2667  ___________________________________________________________________
 DD2667* NAD 83(2001)-  33 54 23.88609(N)    078 39 29.90017(W)     ADJUSTED  
 DD2667* NAVD 88     -        10.3    (meters)      34.     (feet)  VERTCON   
 DD2667  ___________________________________________________________________
 DD2667  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 DD2667  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 DD2667
 DD2667  HORZ ORDER  -  SECOND
 DD2667
 DD2667.The horizontal coordinates were established by classical geodetic methods
 DD2667.and adjusted by the National Geodetic Survey in March 2004..
 DD2667
 DD2667.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2667
 DD2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2667
 DD2667.The geoid height was determined by GEOID03.
 DD2667
 DD2667;                    North         East     Units Scale Factor Converg.
 DD2667;SPC SC       -   232,373.859   826,111.968   MT  0.99980220   +1 17 53.6
 DD2667;SPC SC       -   762,381.43  2,710,341.10   iFT  0.99980220   +1 17 53.6
 DD2667;UTM  17      - 3,754,272.873   716,509.650   MT  1.00017791   +1 18 24.5
 DD2667
 DD2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2667!SPC SC       -   1.00000388  x   0.99980220  =   0.99980608
 DD2667!UTM  17      -   1.00000388  x   1.00017791  =   1.00018180
 DD2667
 DD2667|---------------------------------------------------------------------|
 DD2667| PID    Reference Object                     Distance      Geod. Az  |
 DD2667|                                                           dddmmss.s |
 DD2667| DD3716 026 063 RM 1                         47.403 METERS 11344     |
 DD2667| DD2669 026 063 AZ MK                       APPROX. 0.5 KM 3235935.2 |
 DD2667|---------------------------------------------------------------------|
 DD2667
 DD2667                          SUPERSEDED SURVEY CONTROL
 DD2667
 DD2667  NAD 83(1986)-  33 54 23.89472(N)    078 39 29.90583(W) AD(       ) 2
 DD2667  NAD 27      -  33 54 23.27721(N)    078 39 30.85358(W) AD(       ) 2
 DD2667  NGVD 29 (07/19/86)   10.6    (m)           35.     (f) VERT ANG       
 DD2667
 DD2667.Superseded values are not recommended for survey control.
 DD2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2667.See file dsdata.txt to determine how the superseded data were derived.
 DD2667
 DD2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1651054273(NAD 83)
 DD2667_MARKER: DD = SURVEY DISK
 DD2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2667
 DD2667  HISTORY     - Date     Condition        Report By
 DD2667  HISTORY     - 1982     MONUMENTED       SCGS
 DD2667  HISTORY     - 20050703 MARK NOT FOUND   USPSQD
 DD2667
 DD2667                          STATION DESCRIPTION
 DD2667
 DD2667'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2667'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTH OF NORTH MYRTLE
 DD2667'BEACH, ABOUT 3.7 KM (2.3 MI) SOUTHWEST OF THE NORTH CAROLINA STATE
 DD2667'LINE, IN THE SMALL COMMUNITY OF BROOKSVILLE, IN THE NORTHEAST CORNER
 DD2667'OF THE JUNCTION OF S-26-57 AND S-26-111.  FOR INFORMATION CONTACT-
 DD2667'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD2667'S.C.  29202, PHONE (803) 758-3414.
 DD2667'
 DD2667'TO REACH THE STATION FROM THE JUNCTION OF S-26-57 AND STATE HIGHWAY 9
 DD2667'IN THE SMALL COMMUNITY OF STEPHENS CROSSROADS (ABOUT 5.6 KM 3.5 MI
 DD2667'NORTH OF NORTH MYRTLE BEACH), GO NORTHEAST ON S-26-57 FOR 3.7 KM (2.3
 DD2667'MI) TO THE JUNCTION OF S-26-111 AND THE STATION ON THE LEFT IN THE
 DD2667'NORTHEAST CORNER OF THE CROSSROADS.
 DD2667'
 DD2667'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2667'---026 063---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 DD2667'DIAMETER FLUSH WITH THE GROUND LOCATED 26.4 METERS N FROM THE
 DD2667'CENTER OF S-26-57, 33.7 METERS E FROM THE CENTER OF S-26-111,
 DD2667'16.2 METERS E FROM THE NORTHEAST CORNER OF A WOOD BUILDING, AND
 DD2667'31.8 METERS ESE FROM THE SOUTH END OF A CONCRETE CULVERT.
 DD2667'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2667'DISK STAMPED---026 063---SET INTO AN IRREGULAR MASS OF CONCRETE 1.1
 DD2667'METERS BELOW THE SURFACE.
 DD2667'
 DD2667'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2667'DISK STAMPED---026 063 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2667'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2667'8.7 METERS S FROM THE CENTER OF S-26-57,  0.6 METERS N FROM A
 DD2667'POWER POLE NUMBER 18 273 AND ONE HALF,  0.8 METERS ENE FROM A
 DD2667'TELEPHONE CABLE JUNCTION BOX, AND 18.3 METERS NE FROM THE
 DD2667'NORTHEAST CORNER OF A SMALL BLOCK BUILDING.
 DD2667'
 DD2667'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2667'STAMPED---026 063 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2667'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 15.8 METERS
 DD2667'W FROM THE CENTER OF S-26-111,  1.8 METERS W FROM THE POWER POLE 18 N
 DD2667'4,  5.8 METERS N FROM THE CENTER OF THE DIRT ROAD, AND  0.7
 DD2667'METERS E FROM A METAL WITNESS POST.
 DD2667'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST ON
 DD2667'S-26-111 FOR 0.5 KM (0.3 MI) TO A DIRT DRIVE AND THE MARK ON THE LEFT.
 DD2667
 DD2667                          STATION RECOVERY (2005)
 DD2667
 DD2667'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWP)
 DD2667'NORTHEAST CORNER OF THIS INTERSECTION HAS UNDERGONE CHANGES SINCE  THE
 DD2667'MOST RECENT DESCRIPTION DATE OF 1982, WHICH IS ALSO THE INSTALLATION
 DD2667'DATE. NO WOOD BUILDING EXISTS , THIS LOCATION IS NOW THE SITE OF AN
 DD2667'ALL METAL BUILDING IDENTIFIED AS GRACE CHRISTIAN FELLOWSHIP CHURCH. A
 DD2667'SMALL POND, ABOUT 30 X 20 COVERS THE AREA WHERE THE MARKER WOULD HAVE
 DD2667'BEEN POSITIONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2669 ***********************************************************************
 DD2669  DESIGNATION -  026 063 AZ MK
 DD2669  PID         -  DD2669
 DD2669  STATE/COUNTY-  SC/HORRY
 DD2669  USGS QUAD   -  LONGS (1990)
 DD2669
 DD2669                         *CURRENT SURVEY CONTROL
 DD2669  ___________________________________________________________________
 DD2669* NAD 83(2001)-  33 54 37.47994(N)    078 39 41.74900(W)     ADJUSTED  
 DD2669* NAVD 88     -         9.5    (meters)      31.     (feet)  VERTCON   
 DD2669  ___________________________________________________________________
 DD2669  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 DD2669  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DD2669
 DD2669  HORZ ORDER  -  SECOND
 DD2669
 DD2669.The horizontal coordinates were established by classical geodetic methods
 DD2669.and adjusted by the National Geodetic Survey in March 2004..
 DD2669
 DD2669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2669
 DD2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2669
 DD2669.The geoid height was determined by GEOID03.
 DD2669
 DD2669;                    North         East     Units Scale Factor Converg.
 DD2669;SPC SC       -   232,785.623   825,798.230   MT  0.99980247   +1 17 47.1
 DD2669;SPC SC       -   763,732.36  2,709,311.78   iFT  0.99980247   +1 17 47.1
 DD2669;UTM  17      - 3,754,684.744   716,195.732   MT  1.00017623   +1 18 18.3
 DD2669
 DD2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2669!SPC SC       -   1.00000401  x   0.99980247  =   0.99980648
 DD2669!UTM  17      -   1.00000401  x   1.00017623  =   1.00018024
 DD2669
 DD2669                          SUPERSEDED SURVEY CONTROL
 DD2669
 DD2669  NAD 83(1986)-  33 54 37.48856(N)    078 39 41.75468(W) AD(       ) 2
 DD2669  NAD 27      -  33 54 36.87179(N)    078 39 42.70138(W) AD(       ) 2
 DD2669  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG       
 DD2669
 DD2669.Superseded values are not recommended for survey control.
 DD2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2669.See file dsdata.txt to determine how the superseded data were derived.
 DD2669
 DD2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1619654685(NAD 83)
 DD2669_MARKER: DD = SURVEY DISK
 DD2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2669_SP_SET: CONCRETE POST
 DD2669_STAMPING: 026 063 AZ MK 1981
 DD2669_MARK LOGO: SCGS  
 DD2669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2669+STABILITY: SURFACE MOTION
 DD2669
 DD2669  HISTORY     - Date     Condition        Report By
 DD2669  HISTORY     - 1981     MONUMENTED       SCGS
 DD2669  HISTORY     - 19930920 GOOD             SCGS
 DD2669
 DD2669                          STATION DESCRIPTION
 DD2669
 DD2669'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2669'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTH OF NORTH MYRTLE BEACH.
 DD2669'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD2669'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD2669'JUNCTION OF STATE HIGHWAYS 905 AND 9 IN LONGS, GO SOUTHEAST ON
 DD2669'HIGHWAY 9 FOR 4.7 MILES (7.6 KM) TO THE JUNCTION OF STATE ROAD 57
 DD2669'(STEPHENS CROSSROADS), TURN LEFT ON ROAD 57 FOR 2.3 MILES (3.7 KM) TO
 DD2669'THE JUNCTION OF STATE ROAD 111, CONTINUE ON ROAD 57 FOR 0.3 MILE
 DD2669'(0.5 KM) TO A DIRT DRIVE AND THE STATION NEAR A POWER POLE 18N4 ON
 DD2669'THE LEFT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 15.8
 DD2669'METERS (51.8 FT) WEST OF THE CENTER OF THE ROAD, 1.8 METERS (5.9 FT)
 DD2669'WEST OF THE POWER POLE, 5.8 METERS (19.0 FT) NORTH OF THE CENTER OF
 DD2669'THE DIRT DRIVE, 0.7 METER (2.3 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1533 ***********************************************************************
 DD1533  DESIGNATION -  026 064
 DD1533  PID         -  DD1533
 DD1533  STATE/COUNTY-  SC/HORRY
 DD1533  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1533
 DD1533                         *CURRENT SURVEY CONTROL
 DD1533  ___________________________________________________________________
 DD1533* NAD 83(2001)-  33 37 58.48358(N)    078 56 45.77085(W)     ADJUSTED  
 DD1533* NAVD 88     -         1.663  (meters)       5.46   (feet)  ADJUSTED  
 DD1533  ___________________________________________________________________
 DD1533  X           -   1,019,233.146 (meters)                     COMP
 DD1533  Y           -  -5,217,265.856 (meters)                     COMP
 DD1533  Z           -   3,512,599.576 (meters)                     COMP
 DD1533  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 DD1533  ELLIP HEIGHT-         -33.07  (meters)          (03/13/03) GPS OBS
 DD1533  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1533  DYNAMIC HT  -           1.662 (meters)       5.45  (feet)  COMP
 DD1533  MODELED GRAV-     979,604.8   (mgal)                       NAVD 88
 DD1533
 DD1533  HORZ ORDER  -  FIRST
 DD1533  VERT ORDER  -  FIRST     CLASS II
 DD1533  ELLP ORDER  -  FOURTH    CLASS II
 DD1533
 DD1533.The horizontal coordinates were established by GPS observations
 DD1533.and adjusted by the National Geodetic Survey in March 2003..
 DD1533
 DD1533.The orthometric height was determined by differential leveling
 DD1533.and adjusted by the National Geodetic Survey in June 1991..
 DD1533
 DD1533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1533
 DD1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1533
 DD1533.The ellipsoidal height was determined by GPS observations
 DD1533.and is referenced to NAD 83.
 DD1533
 DD1533.The geoid height was determined by GEOID03.
 DD1533
 DD1533.The dynamic height is computed by dividing the NAVD 88
 DD1533.geopotential number by the normal gravity value computed on the
 DD1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1533.degrees latitude (g = 980.6199 gals.).
 DD1533
 DD1533.The modeled gravity was interpolated from observed gravity values.
 DD1533
 DD1533;                    North         East     Units Scale Factor Converg.
 DD1533;SPC SC       -   201,459.395   800,114.475   MT  0.99979386   +1 08 19.4
 DD1533;SPC SC       -   660,956.02  2,625,047.49   iFT  0.99979386   +1 08 19.4
 DD1533;UTM  17      - 3,723,346.975   690,505.971   MT  1.00004744   +1 08 16.7
 DD1533
 DD1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1533!SPC SC       -   1.00000519  x   0.99979386  =   0.99979905
 DD1533!UTM  17      -   1.00000519  x   1.00004744  =   1.00005263
 DD1533
 DD1533|---------------------------------------------------------------------|
 DD1533| PID    Reference Object                     Distance      Geod. Az  |
 DD1533|                                                           dddmmss.s |
 DD1533| DD1534 026 064 RM 1                         30.467 METERS 19430     |
 DD1533| DD3514 5220                                395.003 METERS 21821     |
 DD1533| DD1535 026 064 AZ MK                       APPROX. 0.8 KM 3245652.1 |
 DD1533|---------------------------------------------------------------------|
 DD1533
 DD1533                          SUPERSEDED SURVEY CONTROL
 DD1533
 DD1533  NAD 83(1995)-  33 37 58.48368(N)    078 56 45.77143(W) AD(       ) 1
 DD1533  ELLIP H (12/20/99)  -33.11   (m)                       GP(       ) 4 1
 DD1533  NAD 83(1986)-  33 37 58.49270(N)    078 56 45.77636(W) AD(       ) 1
 DD1533  NAD 83(1986)-  33 37 58.48960(N)    078 56 45.77665(W) AD(       ) 2
 DD1533  NAD 27      -  33 37 57.87523(N)    078 56 46.67638(W) AD(       ) 2
 DD1533  NAVD 88 (04/10/98)    1.66   (m)            5.4    (f) LEVELING    3  
 DD1533  NGVD 29 (05/09/91)    1.975  (m)            6.48   (f) ADJUSTED    1 2
 DD1533
 DD1533.Superseded values are not recommended for survey control.
 DD1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1533.See file dsdata.txt to determine how the superseded data were derived.
 DD1533
 DD1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9050623347(NAD 83)
 DD1533_MARKER: DD = SURVEY DISK
 DD1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1533_SP_SET: CONCRETE POST
 DD1533_STAMPING: HORZ 026-064 1981
 DD1533_MARK LOGO: SCGS  
 DD1533_PROJECTION: RECESSED 7 CENTIMETERS
 DD1533_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1533+STABILITY: SURFACE MOTION
 DD1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1533+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1997
 DD1533
 DD1533  HISTORY     - Date     Condition        Report By
 DD1533  HISTORY     - 1981     MONUMENTED       SCGS
 DD1533  HISTORY     - 1985     GOOD             SCGS
 DD1533  HISTORY     - 19871120 GOOD             SCCC
 DD1533  HISTORY     - 19900430 GOOD             NGS
 DD1533  HISTORY     - 19900920 GOOD             NGS
 DD1533  HISTORY     - 19970610 GOOD             SCGS
 DD1533
 DD1533                          STATION DESCRIPTION
 DD1533
 DD1533'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1533'THE STATION IS LOCATED ABOUT 0.5 K (3.0 MI)
 DD1533'SOUTHWEST OF MYRTLE BEACH, AT THE LAKEWOOD CAMPGROUNDS.
 DD1533'
 DD1533'TO REACH THE STATION FROM THE ENTRANCE TO MYRTLE BEACH AIR FORCE
 DD1533'BASE, GO SOUTHWEST ON U.S. HIGHWAY 17 FOR 3.0 K (1.9 MI) TO
 DD1533'LIGHTHOUSE, CONTINUE AHEAD FOR 0.2 K (0.1 MI) TO THE AZIMUTH MARK ON
 DD1533'LEFT, CONTINU SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.64 K (0.4 MI) TO
 DD1533'LAKEWOOD CAMPGROUN ON LEFT, TURN LEFT INTO CAMPGROUNDS, GO EASTERLY
 DD1533'ON THE MAIN ROAD THROUGH CAMPGROUNDS FOR 0.8 K (0.5 MI) TO ROAD LEFT
 DD1533'JUST BEFORE REACHING THE BEACH, TURN LEFT, FOLLOW ROAD NORTHEAST
 DD1533'ALONG BEACH FOR 0.6 K (0.4 MI) TO STATION ON LEFT, AT CAMPING SPACE
 DD1533'XR1.
 DD1533'
 DD1533'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1533'---026-064 1981 HORZ---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DD1533'30 CM IN DIAMETER FLUSH WITH THE GROUND ABOUT 100 FEET NORTHWEST OF
 DD1533'HIGH WATER LINE OF ATLANTIC OCEAN AND AT SOUTHEAST CORNER OF CAMPER
 DD1533'SPOT XR1. LOCATED  7.0 METERS NW FROM CENTER OF PAVED STREET,  7.5
 DD1533'METERS SW FROM CENTER OF PAVED STREET, 15.8 METERS W FROM POWER POLE
 DD1533'NO 6108, 31.51 METERS N FROM POWER POLE UDGC, AND  0.85 METERS SE
 DD1533'FROM METAL WITNESS POST.
 DD1533'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1533'DISK STAMPED---026-064 1981 HORZ---SET INTO AN IRREGULAR MASS OF
 DD1533'CONCRETE 1.0 METERS BELOW THE SURFACE.
 DD1533'
 DD1533'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1533'DISK STAMPED---026-064 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD1533'CONCRETE MONUMENT  30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1533'1.8 METERS NE FROM POWER POLE NO UDGC,  6.7 METERS SE FROM CENTER OF
 DD1533'PAVED STREET,  0.7 METERS NW FROM METAL WITNESS POST AND SIGN, AND
 DD1533'22.9 METERS NW FROM HIGH TIDE LINE OF ATLANTIC OCEAN.
 DD1533'
 DD1533'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1533'STAMPED---026-064 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD1533'MONUMENT  30 CM IN DIAMETER FLUSH WITH THE GROUND ON SOUTHEAST
 DD1533'SHOULDER OF U.S. HIGHWAY 17, 9.0 FEET NORTHWEST OF CENTER OF DITCH
 DD1533'AND ABOUT 3 FEET HIGHER THAN DITCH. LOCATED  6.5 METERS SE FROM
 DD1533'CENTER LINE OF NORTHEAST BOUND TRAFFIC LANE OF U.S HIGHWAY 17,
 DD1533'34.9 METERS SW FROM POWER LINE POLE, 21.8 METERS NE
 DD1533'FROM POWER LINE POLE NO 701I2C, AND  0.9 METERS SW FROM METAL WITNESS
 DD1533'POST.
 DD1533'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON ROAD
 DD1533'FOR 0.6 K (0.4 MI) TURN LEFT, GO WESTERLY THROUGH CAMPGROUND FOR 0.8
 DD1533'K (0.5 MI) TO U.S. HIGHWAY 17, TURN RIGHT, GO NORTHEASTERLY ON U.S.
 DD1533'HIGHWAY 17 FOR 0.6 K (0.4 MI) TO AZIMUTH MARK ON RIGHT.
 DD1533
 DD1533                          STATION RECOVERY (1985)
 DD1533
 DD1533'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1533'1.5 KM (0.95 MI) ENE FROM SURFSIDE BEACH.
 DD1533'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 DD1533'0.8 KM (0.5 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1533'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH TO THE ENTRANCE TO
 DD1533'LAKEWOOD CAMPGROUND, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG THE
 DD1533'ENTRANCE ROAD TO A SMALL GUARD HOUSE, CONTINUE 0.8 KM (0.5 MI)
 DD1533'SOUTHEAST ALONG THE ENTRANCE ROAD, THENCE 0.5 KM (0.3 MI) NORTHEAST
 DD1533'ALONG A PAVED ROAD FOLLOWING ALONG THE BEACH, SET IN THE WEST ANGLE OF
 DD1533'THE JUNCTION OF A PAVED ROAD AT LOTS XR AND XS, 0.2 KM (0.1 MI)
 DD1533'NORTHEAST OF A LEATHER AND JEAN SHOP ROW C, 35.6 METERS (116.8 FT)
 DD1533'NORTHEAST OF THE CENTER OF A PAVED ROAD AT LOTS XP AND XQ, 32.0 METERS
 DD1533'(104.99 FT) SOUTH SOUTHEAST OF POWER POLE NUMBER 20535, 16.0 METERS
 DD1533'(52.49 FT) EAST SOUTHEAST OF POWER POLE NUMBER 67508, 7.5 METERS
 DD1533'(24.61 FT) NORTHWEST OF THE CENTER OF THE PAVED ROAD THAT FOLLOWS
 DD1533'ALONG THE BEACH, 7.2 METERS (23.62 FT) SOUTHWEST OF THE CENTER OF THE
 DD1533'PAVED ROAD AT LOTS XR AND XS.
 DD1533'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 DD1533
 DD1533                          STATION RECOVERY (1987)
 DD1533
 DD1533'RECOVERY NOTE BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD1533'THE STATION IS LOCATED (0.5 MI) NORTHEAST ALONG U.S. HIGHWAY 17
 DD1533'BUSINESS FROM THE JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH TO
 DD1533'THE ENTRANCE TO LAKEWOOD CAMPGROUND, CONTINUE (0.05 MI) SOUTHEAST
 DD1533'ALONG THE ENTRANCE ROAD TO A SMALL GUARD HOUSE, CONTINUE (0.5 MI)
 DD1533'SOUTHEAST ALONG THE ENTRANCE ROAD, CONTINUE (0.3 MI) NORTHEAST ALONG A
 DD1533'PAVED ROAD FOLLOWING ALONG THE BEACH, SET IN THE WEST ANGLE OF THE
 DD1533'JUNCTION OF A PAVED ROAD AT LOTS XR AND XS, (0.1 MI) NORTHEAST OF A
 DD1533'LEATHER AND JEAN SHOP ROW C.
 DD1533'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1533'STAMPED---026-064 1981 HORZ---SET INTO THE TOP OF A ROUND CONCRETE
 DD1533'MONUMENT 30-CM IN DIAMETER FLUSH WITH THE GROUND, (116.8 FT) NORTHEAST
 DD1533'FROM THE CENTER OF A PAVED ROAD AT LOTS XP AND XQ, (104.99 FT) SOUTH
 DD1533'SOUTHEAST FROM POWER POLE NUMBER 20535, (52.49 FT) EAST SOUTHEAST FROM
 DD1533'POWER POLE NUMBER 67508, (24.61 FT) NORTHWEST FROM THE CENTER OF THE
 DD1533'PAVED ROAD THAT FOLLOWS ALONG THE BEACH, (23.62 FT) SOUTHWEST FROM THE
 DD1533'CENTER OF THE PAVED ROAD AT LOTS XR AND XS.
 DD1533
 DD1533                          STATION RECOVERY (1990)
 DD1533
 DD1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1533'RECOVERED IN GOOD CONDITION.
 DD1533
 DD1533                          STATION RECOVERY (1990)
 DD1533
 DD1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1533'OWNERSHIP--LAKEWOOD CAMPING RESORT, INC., 5901 BUSINESS HIGHWAY 17
 DD1533'SOUTH, MYRTLE BEACH, SC 29577, PHONE 803-238-5161.
 DD1533'TO REACH THE STATION FROM THE SOUTHGATE ENTRANCE TO MYRTLE BEACH AIR
 DD1533'FORCE BASE, WHICH IS ON U.S. HIGHWAY 17 BUSINESS SOUTH, GO SOUTHEAST
 DD1533'ON THE HIGHWAY FOR 4.02 KM (2.50 MI) TO THE ENTRANCE TO LAKEWOOD
 DD1533'CAMPGROUND ON THE LEFT.  TURN LEFT AND ENTER CAMPGROUNDS FOR 0.08 KM
 DD1533'(0.05 MI) TO A GUARD GATE, PASS THRU GUARD GATE AND FOLLOW ROAD THRU
 DD1533'CAMPGROUND FOR 0.56 KM (0.35 MI) TO ROAD RUNNING ALONG THE BEACH.
 DD1533'TURN LEFT FOR 0.56 KM (0.35 MI) TO THE MARK ON THE LEFT NEAR CAMPING
 DD1533'SPACE NUMBER 6501.  NOTE--THE MARK IS RECESSED 4 CM.
 DD1533'THE STATION IS LOCATED 32.1 M (105.3 FT) NORTH-NORTHEAST FROM POWER
 DD1533'POLE 20535, 8.0 M (26.2 FT) NORTHWEST FROM CENTER OF PAVED ROAD, 7.0
 DD1533'M (23.0 FT) SOUTHWEST FROM CENTER OF PAVED ROAD AND 0.3 M (1.0 FT)
 DD1533'SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 DD1533
 DD1533                          STATION RECOVERY (1997)
 DD1533
 DD1533'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1533'STATION IS LOCATED 2.45 MILES (3.94 KM) NORTHEAST OF SURFSIDE BEACH,
 DD1533'15.25 MILES (24.54 KM) SOUTH SOUTHEAST OF CONWAY. OWNERSHIP--LAKEWOOD
 DD1533'CAMPING RESORT, 5901 SOUTH KINGS HIGHWAY, MYRTLE BEACH, SC 29575-4997,
 DD1533'PHONE 800-258-8309.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD1533'HIGHWAY 17 BUSINESS (HIGHWAY 17) AND STATE HIGHWAY 544 (DICK POND
 DD1533'ROAD) , 1.7 MILES (2.7 KM) NORTHEAST OF SURFSIDE, GO NORTHEAST ON
 DD1533'HIGHWAY 17 BUSINESS FOR 0.5 MILE (0.8 KM) TO THE ENTRANCE TO LAKEWOOD
 DD1533'FAMILY CAMPGROUND, TURN RIGHT ON ENTRANCE ROAD FOR 0.05 MILE (0.08 KM)
 DD1533'TO CHECK-IN GATE, CONTINUE ON ENTRANCE ROAD FOR 0.05 MILE (0.08 KM) TO
 DD1533'A GUARD BOOTH AND MAIN STREET, BEAR RIGHT ON MAIN STREET FOR 0.35 MILE
 DD1533'(0.56 KM) TO A PAVILION NEAR THE BEACH, TURN LEFT ON OCEAN BOULEVARD
 DD1533'FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE LEFT NEAR A SQUARE POST
 DD1533'IN THE EAST CORNER OF CAMPSITE NUMBER 6501 IN THE WEST ANGLE OF 18TH
 DD1533'STREET.  STATION IS A CONCRETE POST RECESSED 0.6 FOOT (18.3 CM) AND
 DD1533'LEVEL WITH OCEAN BOULEVARD, 23.1 FEET (7.0 M) NORTHWEST OF THE CENTER
 DD1533'OF OCEAN BOULEVARD, 2.2 FEET (0.7 M) SOUTH SOUTHWEST OF THE SQUARE
 DD1533'POST, 47.7 FEET (14.5 M) WEST NORTHWEST OF LAMP POST NUMBER 15, 41.4
 DD1533'FEET (12.6 M) NORTHEAST OF A ROUND POST AT THE SOUTH CORNER OF SITE
 DD1533'6501 WITH A SCGS REFERENCE WASHER ATTACHED, 23.8 FEET (7.3 M) WEST
 DD1533'SOUTHWEST OF THE CENTER OF 18TH STREET, 0.9 FOOT (27.4 CM) SOUTHEAST
 DD1533'OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY
 DD1533'STATION 026 064 AZ MK, BUT IS INTERVISIBLE WITH SURVEY STATION 5230.
 DD1533'RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1535 ***********************************************************************
 DD1535  DESIGNATION -  026 064 AZ MK
 DD1535  PID         -  DD1535
 DD1535  STATE/COUNTY-  SC/HORRY
 DD1535  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1535
 DD1535                         *CURRENT SURVEY CONTROL
 DD1535  ___________________________________________________________________
 DD1535* NAD 83(2001)-  33 38 19.78043(N)    078 57 03.63402(W)     ADJUSTED  
 DD1535* NAVD 88     -         6.715  (meters)      22.03   (feet)  ADJUSTED  
 DD1535  ___________________________________________________________________
 DD1535  X           -   1,018,712.465 (meters)                     COMP
 DD1535  Y           -  -5,217,001.534 (meters)                     COMP
 DD1535  Z           -   3,513,148.680 (meters)                     COMP
 DD1535  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DD1535  ELLIP HEIGHT-         -28.00  (meters)          (03/13/03) GPS OBS
 DD1535  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1535  DYNAMIC HT  -           6.708 (meters)      22.01  (feet)  COMP
 DD1535  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 DD1535
 DD1535  HORZ ORDER  -  FIRST
 DD1535  VERT ORDER  -  FIRST     CLASS II
 DD1535  ELLP ORDER  -  FOURTH    CLASS II
 DD1535
 DD1535.The horizontal coordinates were established by GPS observations
 DD1535.and adjusted by the National Geodetic Survey in March 2003..
 DD1535
 DD1535.The orthometric height was determined by differential leveling
 DD1535.and adjusted by the National Geodetic Survey in June 1991..
 DD1535
 DD1535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1535
 DD1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1535
 DD1535.The ellipsoidal height was determined by GPS observations
 DD1535.and is referenced to NAD 83.
 DD1535
 DD1535.The geoid height was determined by GEOID03.
 DD1535
 DD1535.The dynamic height is computed by dividing the NAVD 88
 DD1535.geopotential number by the normal gravity value computed on the
 DD1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1535.degrees latitude (g = 980.6199 gals.).
 DD1535
 DD1535.The modeled gravity was interpolated from observed gravity values.
 DD1535
 DD1535;                    North         East     Units Scale Factor Converg.
 DD1535;SPC SC       -   202,106.149   799,641.280   MT  0.99979380   +1 08 09.5
 DD1535;SPC SC       -   663,077.92  2,623,495.01   iFT  0.99979380   +1 08 09.5
 DD1535;UTM  17      - 3,723,993.898   690,032.664   MT  1.00004522   +1 08 07.4
 DD1535
 DD1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1535!SPC SC       -   1.00000440  x   0.99979380  =   0.99979819
 DD1535!UTM  17      -   1.00000440  x   1.00004522  =   1.00004962
 DD1535
 DD1535:                Primary Azimuth Mark                     Grid Az
 DD1535:SPC SC       -  026 064                                  143 48 32.7
 DD1535:UTM  17      -  026 064                                  143 48 34.8
 DD1535
 DD1535|---------------------------------------------------------------------|
 DD1535| PID    Reference Object                     Distance      Geod. Az  |
 DD1535|                                                           dddmmss.s |
 DD1535| DD1533 026 064                             APPROX. 0.8 KM 1445642.2 |
 DD1535|---------------------------------------------------------------------|
 DD1535
 DD1535                          SUPERSEDED SURVEY CONTROL
 DD1535
 DD1535  NAD 83(1995)-  33 38 19.78052(N)    078 57 03.63458(W) AD(       ) 1
 DD1535  ELLIP H (12/20/99)  -28.04   (m)                       GP(       ) 4 1
 DD1535  NAD 83(1986)-  33 38 19.78956(N)    078 57 03.63952(W) AD(       ) 1
 DD1535  NAD 83(1986)-  33 38 19.78918(N)    078 57 03.64002(W) AD(       ) 2
 DD1535  NAD 83(1986)-  33 38 19.78582(N)    078 57 03.64076(W) AD(       ) 2
 DD1535  NAD 27      -  33 38 19.17220(N)    078 57 04.53958(W) AD(       ) 2
 DD1535  NGVD 29 (05/09/91)    7.024  (m)           23.04   (f) ADJUSTED    1 2
 DD1535
 DD1535.Superseded values are not recommended for survey control.
 DD1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1535.See file dsdata.txt to determine how the superseded data were derived.
 DD1535
 DD1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9003323994(NAD 83)
 DD1535_MARKER: DD = SURVEY DISK
 DD1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1535_SP_SET: CONCRETE POST
 DD1535_STAMPING: AZ. 026-064 1981
 DD1535_MARK LOGO: SCGS  
 DD1535_PROJECTION: FLUSH
 DD1535_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1535+STABILITY: SURFACE MOTION
 DD1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1535+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1997
 DD1535
 DD1535  HISTORY     - Date     Condition        Report By
 DD1535  HISTORY     - 1981     MONUMENTED       MJH
 DD1535  HISTORY     - 1985     GOOD             SCGS
 DD1535  HISTORY     - 19900430 GOOD             NGS
 DD1535  HISTORY     - 19970610 GOOD             SCGS
 DD1535
 DD1535                          STATION DESCRIPTION
 DD1535
 DD1535'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1535'1.4 KM (0.9 MI) NE FROM SURFSIDE BEACH.
 DD1535'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1535'1.4 KM (0.9 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1535'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, SET IN THE EAST
 DD1535'SHOULDER OF THE NORTHBOUND LANES, 0.2 KM (0.1 MI) SOUTH OF THE MAGIC
 DD1535'HARBOR LIGHT HOUSE, 34.8 METERS (114.17 FT) WEST SOUTHWEST OF A POWER
 DD1535'POLE NUMBER 67436, 30.5 METERS (100.07 FT) NORTHWEST OF A 34 INCH
 DD1535'BLACK OAK TREE IN THE CENTER OF A PAVED PARKING LOT FOR MAGIC HARBOR,
 DD1535'21.8 METERS (71.52 FT) NORTHEAST OF A POWER POLE NUMBER 67437,
 DD1535'6.5 METERS (21.33 FT) SOUTH SOUTHEAST OF THE CENTER OF THE NORTHBOUND
 DD1535'LANES.
 DD1535'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 DD1535
 DD1535                          STATION RECOVERY (1990)
 DD1535
 DD1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1535'1.4 KM (0.87 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1535'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH,
 DD1535'34.6 M (113.52 FT) WEST-SOUTHWEST OF UTILITY POLE NUMBER 67436, 21.7
 DD1535'M (71.19 FT) NORTHEAST OF UTILITY POLE NUMBER 67437, 6.6 M (21.65 FT)
 DD1535'SOUTH-SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 4.3 M
 DD1535'(14.11 FT) NORTH-NORTHWEST OF A WITNESS POST, AND IN A CONCRETE
 DD1535'MONUMENT THAT IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 DD1535
 DD1535                          STATION RECOVERY (1997)
 DD1535
 DD1535'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1535'STATION IS LOCATED 2.6 MILES (4.2 KM) NORTHEAST OF SURFSIDE BEACH,
 DD1535'14.8 MILES (23.8 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD1535'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1535'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1535'17 BUSINESS (HIGHWAY 17) AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.7
 DD1535'MILES (2.7 KM) NORTHEAST OF SURFSIDE, GO NORTHEAST ON HIGHWAY 17
 DD1535'BUSINESS FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE RIGHT.  STATION
 DD1535'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM)
 DD1535'BELOW THE HIGHWAY, 21.5 FEET (6.6 M) SOUTHEAST OF THE CENTER OF THE
 DD1535'NORTHBOUND LANES OF THE HIGHWAY, 71.5 FEET (21.8 M) NORTHEAST OF A
 DD1535'POWER POLE 67437/80AKS/70/1/2/C, 113.7 FEET (34.7 M) WEST SOUTHWEST OF
 DD1535'A POWER POLE 71C/67436 WITH A GUY WIRE, 113.4 FEET (34.6 M) SOUTH
 DD1535'SOUTHWEST OF THE SOUTHWEST END OF A 2.0-FOOT CONCRETE PIPE CULVERT
 DD1535'BENEATH A HIGHWAY CROSSOVER, 99.3 FEET (30.3 M) NORTH NORTHWEST OF A
 DD1535'2.7-FOOT OAK TREE IN THE MIDDLE OF AN ABANDONED PAVED PARKING LOT,
 DD1535'19.4 FEET (5.9 M) NORTHWEST OF A WITNESS POST. NOTE-STATION IS NOT
 DD1535'INTERVISIBLE WITH SURVEY STATION 026 064. RECOVERED BY C.E.
 DD1535'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1534 ***********************************************************************
 DD1534  DESIGNATION -  026 064 RM 1
 DD1534  PID         -  DD1534
 DD1534  STATE/COUNTY-  SC/HORRY
 DD1534  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1534
 DD1534                         *CURRENT SURVEY CONTROL
 DD1534  ___________________________________________________________________
 DD1534* NAD 83(1986)-  33 37 58.     (N)    078 56 45.     (W)     SCALED    
 DD1534* NAVD 88     -         1.666  (meters)       5.47   (feet)  ADJUSTED  
 DD1534  ___________________________________________________________________
 DD1534  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1534  DYNAMIC HT  -           1.664 (meters)       5.46  (feet)  COMP
 DD1534  MODELED GRAV-     979,604.8   (mgal)                       NAVD 88
 DD1534
 DD1534  VERT ORDER  -  FIRST     CLASS II
 DD1534
 DD1534.The horizontal coordinates were scaled from a topographic map and have
 DD1534.an estimated accuracy of +/- 6 seconds.
 DD1534
 DD1534.The orthometric height was determined by differential leveling
 DD1534.and adjusted by the National Geodetic Survey in June 1991..
 DD1534
 DD1534.The geoid height was determined by GEOID03.
 DD1534
 DD1534.The dynamic height is computed by dividing the NAVD 88
 DD1534.geopotential number by the normal gravity value computed on the
 DD1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1534.degrees latitude (g = 980.6199 gals.).
 DD1534
 DD1534.The modeled gravity was interpolated from observed gravity values.
 DD1534
 DD1534;                    North         East    Units  Estimated Accuracy
 DD1534;SPC SC       -   201,450.      800,140.      MT  (+/- 180 meters Scaled)
 DD1534
 DD1534                          SUPERSEDED SURVEY CONTROL
 DD1534
 DD1534  NGVD 29 (03/21/89)    1.980  (m)            6.50   (f) ADJUSTED    1 2
 DD1534
 DD1534.Superseded values are not recommended for survey control.
 DD1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1534.See file dsdata.txt to determine how the superseded data were derived.
 DD1534
 DD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT905233(NAD 83)
 DD1534_MARKER: DD = SURVEY DISK
 DD1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1534_SP_SET: CONCRETE POST
 DD1534_STAMPING: RM 1 026 064 1981
 DD1534_MARK LOGO: SCGS  
 DD1534_PROJECTION: FLUSH
 DD1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1534+STABILITY: SURFACE MOTION
 DD1534
 DD1534  HISTORY     - Date     Condition        Report By
 DD1534  HISTORY     - 1981     MONUMENTED       SCGS
 DD1534  HISTORY     - 1985     GOOD             SCGS
 DD1534  HISTORY     - 19970610 MARK NOT FOUND   SCGS
 DD1534
 DD1534                          STATION DESCRIPTION
 DD1534
 DD1534'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1534'1.5 KM (0.95 MI) ENE FROM SURFSIDE BEACH.
 DD1534'0.8 KM (0.5 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1534'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH TO THE ENTRANCE TO
 DD1534'LAKEWOOD CAMPGROUND, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG THE
 DD1534'ENTRANCE ROAD TO A SMALL GUARD HOUSE, CONTINUE 0.8 KM (0.5 MI)
 DD1534'SOUTHEAST ALONG THE ENTRANCE ROAD, THENCE 0.5 KM (0.3 MI) NORTHEAST
 DD1534'ALONG A PAVED ROAD FOLLOWING ALONG THE BEACH, SET NEAR A POWER POLE AT
 DD1534'THE JUNCTION OF A PAVED ROAD AT LOTS XP AND XQ, 0.1 KM (0.05 MI)
 DD1534'NORTHEAST OF A LEATHER AND JEAN SHOP ROW C, 32.55 METERS (106.79 FT)
 DD1534'SOUTHWEST OF THE EXTENDED CENTER OF A PAVED ROAD AT LOTS XR AND XS,
 DD1534'9.9 METERS (32.48 FT) NORTHEAST OF THE EXTENDED CENTER OF THE PAVED
 DD1534'ROAD AT LOTS XP AND XQ, 6.6 METERS (21.65 FT) SOUTHEAST OF THE CENTER
 DD1534'OF THE PAVED ROAD THAT FOLLOWS ALONG THE BEACH, 2.0 METERS (6.56 FT)
 DD1534'EAST NORTHEAST OF THE POWER POLE 20535.
 DD1534'THE MARK IS 0.28 METERS  NW FROM A WITNESS POST.
 DD1534'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 DD1534
 DD1534                          STATION RECOVERY (1997)
 DD1534
 DD1534'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1534'NOT RECOVERED, MEASUREMENTS LED TO A BURIED SURVEY MONUMENT LYING ON
 DD1534'ITS SIDE WITH THE TOP MISSING, NO DISK FOUND, 30 MINUTE SEARCH.
 DD1534'RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1910 ***********************************************************************
 DD1910  DESIGNATION -  026 065
 DD1910  PID         -  DD1910
 DD1910  STATE/COUNTY-  SC/HORRY
 DD1910  USGS QUAD   -  NIXONVILLE (1984)
 DD1910
 DD1910                         *CURRENT SURVEY CONTROL
 DD1910  ___________________________________________________________________
 DD1910* NAD 83(2001)-  33 49 27.91113(N)    078 57 38.32539(W)     ADJUSTED  
 DD1910* NAVD 88     -         8.943  (meters)      29.34   (feet)  ADJUSTED  
 DD1910  ___________________________________________________________________
 DD1910  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DD1910  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DD1910  DYNAMIC HT  -           8.934 (meters)      29.31  (feet)  COMP
 DD1910  MODELED GRAV-     979,643.9   (mgal)                       NAVD 88
 DD1910
 DD1910  HORZ ORDER  -  SECOND
 DD1910  VERT ORDER  -  FIRST     CLASS II
 DD1910
 DD1910.The horizontal coordinates were established by classical geodetic methods
 DD1910.and adjusted by the National Geodetic Survey in March 2004..
 DD1910
 DD1910.The orthometric height was determined by differential leveling
 DD1910.and adjusted by the National Geodetic Survey in June 1991..
 DD1910
 DD1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1910
 DD1910.The geoid height was determined by GEOID03.
 DD1910
 DD1910.The dynamic height is computed by dividing the NAVD 88
 DD1910.geopotential number by the normal gravity value computed on the
 DD1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1910.degrees latitude (g = 980.6199 gals.).
 DD1910
 DD1910.The modeled gravity was interpolated from observed gravity values.
 DD1910
 DD1910;                    North         East     Units Scale Factor Converg.
 DD1910;SPC SC       -   222,665.631   798,341.523   MT  0.99979730   +1 07 50.2
 DD1910;SPC SC       -   730,530.29  2,619,230.72   iFT  0.99979730   +1 07 50.2
 DD1910;UTM  17      - 3,744,558.420   688,731.801   MT  1.00003913   +1 08 07.9
 DD1910
 DD1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1910!SPC SC       -   1.00000397  x   0.99979730  =   0.99980127
 DD1910!UTM  17      -   1.00000397  x   1.00003913  =   1.00004310
 DD1910
 DD1910|---------------------------------------------------------------------|
 DD1910| PID    Reference Object                     Distance      Geod. Az  |
 DD1910|                                                           dddmmss.s |
 DD1910| DD3717 026 065 RM 1                         27.416 METERS 01609     |
 DD1910| DD1909 026 065 AZ MK                       288.836 METERS 21534     |
 DD1910|---------------------------------------------------------------------|
 DD1910
 DD1910                          SUPERSEDED SURVEY CONTROL
 DD1910
 DD1910  NAD 83(1986)-  33 49 27.91852(N)    078 57 38.33064(W) AD(       ) 2
 DD1910  NAD 27      -  33 49 27.29984(N)    078 57 39.22009(W) AD(       ) 2
 DD1910  NGVD 29 (03/21/89)    9.256  (m)           30.37   (f) ADJUSTED    1 2
 DD1910
 DD1910.Superseded values are not recommended for survey control.
 DD1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1910.See file dsdata.txt to determine how the superseded data were derived.
 DD1910
 DD1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8873244558(NAD 83)
 DD1910_MARKER: DD = SURVEY DISK
 DD1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1910_SP_SET: CONCRETE POST
 DD1910_STAMPING: HORZ 026 - 065 1981
 DD1910_MARK LOGO: SCGS  
 DD1910_PROJECTION: RECESSED 27 CENTIMETERS
 DD1910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1910+STABILITY: SURFACE MOTION
 DD1910
 DD1910  HISTORY     - Date     Condition        Report By
 DD1910  HISTORY     - 1982     MONUMENTED       SCGS
 DD1910  HISTORY     - 1986     GOOD             SCGS
 DD1910
 DD1910                          STATION DESCRIPTION
 DD1910
 DD1910'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1910'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) NORTH-NORTHWEST OF THE
 DD1910'MYRTLE BEACH AIR FORCE BASE, 8.8 KM (5.5 MI) EAST OF THE TOWN OF
 DD1910'CONWAY AND 7.2 KM (4.5 MI) SOUTH-SOUTHWEST OF NIXONVILLE.  FOR
 DD1910'INFORMATION CONTACT-  HORRY COUNTY PARKS DEPARTMENT - DANNY KNIGHT.
 DD1910'
 DD1910'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 90 AND U.S.
 DD1910'HIGHWAY 501 ABOUT 1.6 KM (1.0 MI) SOUTH F CONWAY, GO NE ON HIGHWAY 90
 DD1910'FOR 6.0 KM (3.75 MI) TO A SIDE ROAD LEFT.  TURN LEFT ON S-26-901 FOR
 DD1910'0.3 KM (0.2 MI) TO COUNTY BALL PARK ON THE RIGHT.  ENTER THE PARK AT
 DD1910'THE ENTRANCE NEAR THE CONCESSION STAND AND GO APPROXIMATELY 150 FEET
 DD1910'TO THE STATION ON THE LEFT NEAR THE BALL FIELD FENCE.
 DD1910'
 DD1910'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1910'---026 065 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1910'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 49.8 METERS N FROM THE
 DD1910'THE FENCE CORNER, 24.5 METERS E FROM THE NE CORNER OF THE PORCH
 DD1910'OF THE CONCESSION STAND, 59.7 METERS SSE FROM THE POWER LINE
 DD1910'POLE,  5.8 METERS SSW FROM THE FENCE CORNER, AND 62.5 METERS W
 DD1910'FROM CENTER LINE OF DIRT ROAD.
 DD1910'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1910'DISK STAMPED---026 065 1981---SET INTO AN IRREGULAR MASS OF
 DD1910'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD1910'
 DD1910'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1910'DISK STAMPED---RM 1 026 065 1981---SET INTO THE TOP OF A ROUND
 DD1910'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1910'34.7 METERS ENE FROM THE NE CORNER OF THE PORCH OF THE CONCESSION
 DD1910'STAND, 41.1 METERS SSE FROM POWER POLE, 34.4 METERS SSW FROM CENTER
 DD1910'LINE OF DIRT ROAD, AND 22.4 METERS SSW FROM FENCE CORNER.
 DD1910'
 DD1910'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1910'STAMPED---AZ MK 026 065 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1910'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED .9 METERS
 DD1910'ENE FROM METAL WITNESS POST,  3.4 METERS E FROM THE UNDERGROUND
 DD1910'CABLE JUNCTION BOX, 13.4 METERS NE FROM CENTER LINE OF HIGHWAY 90,
 DD1910'AND  8.5 METERS W FROM CENTER LINE OF COUNTY ROAD S-26-901.
 DD1910'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 90 AND
 DD1910'U.S. HIGHWAY 501 ABOUT 1.6 KM (1.0 MI) SOUTH OF CONWAY, GO NORTHEAST
 DD1910'ON HIGHWAY 90 FOR (3.75 MI) 6.0 KM TO SIDE ROAD LEFT S-26-901 AND THE
 DD1910'AZIMUTH IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 DD1910
 DD1910                          STATION RECOVERY (1986)
 DD1910
 DD1910'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1910'8.8 KM (5.45 MI) ESE FROM CONWAY.
 DD1910'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1910'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1910'THENCE 6.2 KILOMETERS (3.85 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1910'THENCE 0.3 KILOMETERS (0.2 MILES) NORTH NORTHEAST ALONG STATE ROAD
 DD1910'S-26-901, THENCE 0.1 KILOMETER (0.05 MILE) EAST ALONG A SAND ROAD TO
 DD1910'THE ENTRANCE OF THREE BASEBALL FIELDS, THENCE 0.1 KILOMETER (0.05
 DD1910'MILE) SOUTH SOUTHWEST ALONG THE ENTRANCE ROAD, SET AT THE ENTRANCE TO
 DD1910'A DUGOUT IN THE EAST FIELD OF THREE, 31.59 METERS (103.6 FEET)
 DD1910'SOUTHEAST OF THE SOUTH CORNER OF A CONCESSION STAND, 1.14 METERS (3.7
 DD1910'FEET) SOUTHEAST OF THE FENCE CORNER AT THE ENTRANCE TO THE DUGOUT,
 DD1910'9.66 METERS (31.7 FEET) EAST NORTHEAST OF A POWER POLE WITH THREE
 DD1910'FIELD LIGHTS, 22.63 METERS (74.2 FEET) SOUTH SOUTHWEST OF A POWER POLE
 DD1910'WITH A METER ATTACHED AND FOUR FIELD LIGHTS, 9.17 METERS (30.1 FEET)
 DD1910'SOUTH SOUTHWEST OF THE EAST FENCE CORNER OF THE DUGOUT.
 DD1910'THE MARK IS 1.22 METERS  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1909 ***********************************************************************
 DD1909  DESIGNATION -  026 065 AZ MK
 DD1909  PID         -  DD1909
 DD1909  STATE/COUNTY-  SC/HORRY
 DD1909  USGS QUAD   -  NIXONVILLE (1984)
 DD1909
 DD1909                         *CURRENT SURVEY CONTROL
 DD1909  ___________________________________________________________________
 DD1909* NAD 83(2001)-  33 49 20.28496(N)    078 57 44.85745(W)     ADJUSTED  
 DD1909* NAVD 88     -         4.289  (meters)      14.07   (feet)  ADJUSTED  
 DD1909  ___________________________________________________________________
 DD1909  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 DD1909  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DD1909  DYNAMIC HT  -           4.285 (meters)      14.06  (feet)  COMP
 DD1909  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 DD1909
 DD1909  HORZ ORDER  -  SECOND
 DD1909  VERT ORDER  -  FIRST     CLASS II
 DD1909
 DD1909.The horizontal coordinates were established by classical geodetic methods
 DD1909.and adjusted by the National Geodetic Survey in March 2004..
 DD1909
 DD1909.The orthometric height was determined by differential leveling
 DD1909.and adjusted by the National Geodetic Survey in June 1991..
 DD1909
 DD1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1909
 DD1909.The geoid height was determined by GEOID03.
 DD1909
 DD1909.The dynamic height is computed by dividing the NAVD 88
 DD1909.geopotential number by the normal gravity value computed on the
 DD1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1909.degrees latitude (g = 980.6199 gals.).
 DD1909
 DD1909.The modeled gravity was interpolated from observed gravity values.
 DD1909
 DD1909;                    North         East     Units Scale Factor Converg.
 DD1909;SPC SC       -   222,427.443   798,178.248   MT  0.99979720   +1 07 46.6
 DD1909;SPC SC       -   729,748.83  2,618,695.04   iFT  0.99979720   +1 07 46.6
 DD1909;UTM  17      - 3,744,320.161   688,568.507   MT  1.00003837   +1 08 04.1
 DD1909
 DD1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1909!SPC SC       -   1.00000470  x   0.99979720  =   0.99980190
 DD1909!UTM  17      -   1.00000470  x   1.00003837  =   1.00004307
 DD1909
 DD1909                          SUPERSEDED SURVEY CONTROL
 DD1909
 DD1909  NAD 83(1986)-  33 49 20.29235(N)    078 57 44.86265(W) AD(       ) 2
 DD1909  NAD 27      -  33 49 19.67369(N)    078 57 45.75225(W) AD(       ) 2
 DD1909  NGVD 29 (03/21/89)    4.603  (m)           15.10   (f) ADJUSTED    1 2
 DD1909
 DD1909.Superseded values are not recommended for survey control.
 DD1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1909.See file dsdata.txt to determine how the superseded data were derived.
 DD1909
 DD1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8856944320(NAD 83)
 DD1909_MARKER: DD = SURVEY DISK
 DD1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1909_SP_SET: CONCRETE POST
 DD1909_STAMPING: AZ MK 026 - 065 1981
 DD1909_MARK LOGO: SCGS  
 DD1909_PROJECTION: RECESSED 3 CENTIMETERS
 DD1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1909+STABILITY: SURFACE MOTION
 DD1909
 DD1909  HISTORY     - Date     Condition        Report By
 DD1909  HISTORY     - 1981     MONUMENTED       MJH
 DD1909  HISTORY     - 1986     GOOD             SCGS
 DD1909
 DD1909                          STATION DESCRIPTION
 DD1909
 DD1909'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1909'8.6 KM (5.35 MI) ESE FROM CONWAY.
 DD1909'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1909'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1909'THENCE 6.2 KILOMETERS (3.85 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1909'SET NEAR TELEPHONE JUNCTION BOX IN THE NORTHWEST ANGLE OF STATE ROAD
 DD1909'S-26-901, 13.15 METERS (43.1 FEET) NORTH OF THE CENTER LINE OF THE
 DD1909'HIGHWAY, 7.42 METERS (24.3 FEET) WEST NORTHWEST OF THE CENTER LINE OF
 DD1909'THE ROAD, 3.4 METERS (11.2 FEET) EAST OF THE JUNCTION BOX.
 DD1909'THE MARK IS 0.25 METERS  S FROM  A WITNESS POST
 DD1909'THE MARK IS 0.9 M BELOW THE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1929 ***********************************************************************
 DD1929  DESIGNATION -  026 066
 DD1929  PID         -  DD1929
 DD1929  STATE/COUNTY-  SC/HORRY
 DD1929  USGS QUAD   -  HAND (1984)
 DD1929
 DD1929                         *CURRENT SURVEY CONTROL
 DD1929  ___________________________________________________________________
 DD1929* NAD 83(2001)-  33 51 15.23224(N)    078 48 51.71801(W)     ADJUSTED  
 DD1929* NAVD 88     -        10.143  (meters)      33.28   (feet)  ADJUSTED  
 DD1929  ___________________________________________________________________
 DD1929  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 DD1929  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD1929  DYNAMIC HT  -          10.133 (meters)      33.24  (feet)  COMP
 DD1929  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 DD1929
 DD1929  HORZ ORDER  -  SECOND
 DD1929  VERT ORDER  -  FIRST     CLASS II
 DD1929
 DD1929.The horizontal coordinates were established by classical geodetic methods
 DD1929.and adjusted by the National Geodetic Survey in March 2004..
 DD1929
 DD1929.The orthometric height was determined by differential leveling
 DD1929.and adjusted by the National Geodetic Survey in June 1991..
 DD1929
 DD1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1929
 DD1929.The geoid height was determined by GEOID03.
 DD1929
 DD1929.The dynamic height is computed by dividing the NAVD 88
 DD1929.geopotential number by the normal gravity value computed on the
 DD1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1929.degrees latitude (g = 980.6199 gals.).
 DD1929
 DD1929.The modeled gravity was interpolated from observed gravity values.
 DD1929
 DD1929;                    North         East     Units Scale Factor Converg.
 DD1929;SPC SC       -   226,247.619   811,807.809   MT  0.99979884   +1 12 42.2
 DD1929;SPC SC       -   742,282.21  2,663,411.45   iFT  0.99979884   +1 12 42.2
 DD1929;UTM  17      - 3,748,142.701   702,201.416   MT  1.00010405   +1 13 04.8
 DD1929
 DD1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1929!SPC SC       -   1.00000384  x   0.99979884  =   0.99980268
 DD1929!UTM  17      -   1.00000384  x   1.00010405  =   1.00010789
 DD1929
 DD1929|---------------------------------------------------------------------|
 DD1929| PID    Reference Object                     Distance      Geod. Az  |
 DD1929|                                                           dddmmss.s |
 DD1929| DD1930 026 066 RM 1                         26.430 METERS 30123     |
 DD1929| DD1931 026 066 AZ MK                       APPROX. 0.5 KM 3482952.1 |
 DD1929|---------------------------------------------------------------------|
 DD1929
 DD1929                          SUPERSEDED SURVEY CONTROL
 DD1929
 DD1929  NAD 83(1986)-  33 51 15.23905(N)    078 48 51.72428(W) AD(       ) 2
 DD1929  NAD 27      -  33 51 14.61802(N)    078 48 52.63907(W) AD(       ) 2
 DD1929  NGVD 29 (03/21/89)   10.460  (m)           34.32   (f) ADJUSTED    1 2
 DD1929
 DD1929.Superseded values are not recommended for survey control.
 DD1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1929.See file dsdata.txt to determine how the superseded data were derived.
 DD1929
 DD1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0220148143(NAD 83)
 DD1929_MARKER: DD = SURVEY DISK
 DD1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1929_SP_SET: CONCRETE POST
 DD1929_STAMPING: HORZ 026 - 066 1981
 DD1929_MARK LOGO: SCGS  
 DD1929_PROJECTION: FLUSH
 DD1929_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1929+STABILITY: SURFACE MOTION
 DD1929
 DD1929  HISTORY     - Date     Condition        Report By
 DD1929  HISTORY     - 1982     MONUMENTED       SCGS
 DD1929  HISTORY     - 1986     GOOD             SCGS
 DD1929
 DD1929                          STATION DESCRIPTION
 DD1929
 DD1929'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1929'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI) SOUTHEAST OF LORIS,
 DD1929'21.7 KM (13.5 MI) EAST OF CONWAY, AND 9.7 KM (6.0 MI) WEST
 DD1929'WINDY HILL BEACH. THE STATION IS LOCATED AT THE UNITED
 DD1929'MISSIONARY BAPTIST CHURCH.
 DD1929'
 DD1929'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DD1929'90 AND BUISNESS U.S. HIGHWAY 501 (ABOUT 2.6 KM
 DD1929'(1.6 MI) SOUTHEAST OF CONWAY.) GO EAST ON STATE HIGHWAY
 DD1929'90 FOR 20 KM (12.4 MI) TO THE JUNCTION OF S-26-31, CONTINUE
 DD1929'STRAIGHT AHEAD FOR 0.4 KM (0.25 MI) TO THE STATION AND
 DD1929'THE UNITED MISSIONARY BAPTIST CHURCH ON THE RIGHT.
 DD1929'
 DD1929'THE STATION IS A STANDARD SCGS DISK
 DD1929'STAMPED---026 066 1981---,
 DD1929'FLUSH WITH GROUND.  IT IS LOCATED
 DD1929'24.4 METERS (80.0 FT) NORTH-NORTHEAST FROM THE CENTER OF A DIRT
 DD1929'ROAD.
 DD1929'22.5 METERS (74.0 FT) SOUTH FROM STATE HIGHWAY 90.
 DD1929'20.8 METERS (68.3 FT) WEST FROM THE NORTHWEST CORNER OF THE
 DD1929'CHURCH.
 DD1929'6.2 METERS (20.3 FT) NORTHWEST FROM THE CHURCH POWER POLE.
 DD1929'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 DD1929'STAMPED---026 066 1981---,
 DD1929'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD1929'
 DD1929'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1929'STAMPED---026 066 RM 1 1981---,
 DD1929'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1929'FLUSH WITH GROUND.  IT IS LOCATED
 DD1929'24.3 METERS (78.6 FT) EAST FROM THE EAST END OF THE CHURCH.
 DD1929'23.6 METERS (77.5 FT) WEST FROM THE CENTER OF THE CHURCH ENTRANCE.
 DD1929'21.4 METERS (70.3 FT) EAST FROM A TELEPHONE JUNCTION BOX AND 6.0
 DD1929'METERS (19.6 FEET) SOUTH FROM THE CENTER OF STATE HIGHWAY 90.
 DD1929'MARK IS LEVEL WITH STATION.
 DD1929'
 DD1929'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1929'STAMPED---026 066 AZ MK 1981---,
 DD1929'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1929'FLUSH WITH GROUND.  IT IS LOCATED
 DD1929'5.0 METERS (16.5 FT) WEST FROM THE CENTER OF THE ROAD.
 DD1929'1.5 METERS (5.0 FT) NORTHWEST FROM A TELEPHONE JUNCTION BOX.
 DD1929'0.9 METER (3.0 FT) SOUTHWEST FROM THE POWER POLE.
 DD1929'O.4 METER (1.4 FT) WEST FROM A METAL WITNESS POST.
 DD1929'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH
 DD1929'ALONG A DIRT ROAD FROM THE STATION FOR 0.5 KM (0.3 MI)
 DD1929'TO THE MARK AT THE POWER POLE ON THE LEFT.
 DD1929
 DD1929                          STATION RECOVERY (1986)
 DD1929
 DD1929'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1929'19.2 KM (11.95 MI) WSW FROM LITTLE RIVER.
 DD1929'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1929'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1929'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1929'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 14.9
 DD1929'KILOMETERS (9.25 MILES) WESTERLY ALONG STATE HIGHWAY 90, SET NEAR A
 DD1929'POWER POLE ON THE WEST SIDE OF THE UNITED MISSIONARY BAPTIST CHURCH,
 DD1929'0.5 KILOMETER (0.3 MILE) EAST OF THE JUNCTION OF STATE ROAD S-26-31,
 DD1929'22.73 METERS (74.6 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF THE
 DD1929'HIGHWAY, 23.25 METERS (76.3 FEET) NORTH NORTHEAST OF THE APPROXIMATE
 DD1929'CENTER OF A SAND ROAD (MONCA DRIVE) LEADING EAST, 20.75 METERS (68.1
 DD1929'FEET) WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 DD1929'6.18 METERS (20.3 FEET) NORTH NORTHWEST OF THE POWER POLE.
 DD1929'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1931 ***********************************************************************
 DD1931  DESIGNATION -  026 066 AZ MK
 DD1931  PID         -  DD1931
 DD1931  STATE/COUNTY-  SC/HORRY
 DD1931  USGS QUAD   -  HAND (1984)
 DD1931
 DD1931                         *CURRENT SURVEY CONTROL
 DD1931  ___________________________________________________________________
 DD1931* NAD 83(2001)-  33 51 31.26012(N)    078 48 55.62746(W)     ADJUSTED  
 DD1931* NAVD 88     -         9.358  (meters)      30.70   (feet)  ADJUSTED  
 DD1931  ___________________________________________________________________
 DD1931  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 DD1931  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD1931  DYNAMIC HT  -           9.349 (meters)      30.67  (feet)  COMP
 DD1931  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 DD1931
 DD1931  HORZ ORDER  -  SECOND
 DD1931  VERT ORDER  -  FIRST     CLASS II
 DD1931
 DD1931.The horizontal coordinates were established by classical geodetic methods
 DD1931.and adjusted by the National Geodetic Survey in March 2004..
 DD1931
 DD1931.The orthometric height was determined by differential leveling
 DD1931.and adjusted by the National Geodetic Survey in June 1991..
 DD1931
 DD1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1931
 DD1931.The geoid height was determined by GEOID03.
 DD1931
 DD1931.The dynamic height is computed by dividing the NAVD 88
 DD1931.geopotential number by the normal gravity value computed on the
 DD1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1931.degrees latitude (g = 980.6199 gals.).
 DD1931
 DD1931.The modeled gravity was interpolated from observed gravity values.
 DD1931
 DD1931;                    North         East     Units Scale Factor Converg.
 DD1931;SPC SC       -   226,739.122   811,696.919   MT  0.99979909   +1 12 40.0
 DD1931;SPC SC       -   743,894.76  2,663,047.63   iFT  0.99979909   +1 12 40.0
 DD1931;UTM  17      - 3,748,634.341   702,090.438   MT  1.00010349   +1 13 03.1
 DD1931
 DD1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1931!SPC SC       -   1.00000396  x   0.99979909  =   0.99980305
 DD1931!UTM  17      -   1.00000396  x   1.00010349  =   1.00010745
 DD1931
 DD1931                          SUPERSEDED SURVEY CONTROL
 DD1931
 DD1931  NAD 83(1986)-  33 51 31.26692(N)    078 48 55.63377(W) AD(       ) 2
 DD1931  NAD 27      -  33 51 30.64644(N)    078 48 56.54745(W) AD(       ) 2
 DD1931  NGVD 29 (03/21/89)    9.675  (m)           31.74   (f) ADJUSTED    1 2
 DD1931
 DD1931.Superseded values are not recommended for survey control.
 DD1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1931.See file dsdata.txt to determine how the superseded data were derived.
 DD1931
 DD1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0209048634(NAD 83)
 DD1931_MARKER: DD = SURVEY DISK
 DD1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1931_SP_SET: CONCRETE POST
 DD1931_STAMPING: AZ MK 026 - 066 1981
 DD1931_MARK LOGO: SCGS  
 DD1931_PROJECTION: FLUSH
 DD1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1931+STABILITY: SURFACE MOTION
 DD1931
 DD1931  HISTORY     - Date     Condition        Report By
 DD1931  HISTORY     - 1981     MONUMENTED       MJH
 DD1931  HISTORY     - 1986     GOOD             SCGS
 DD1931
 DD1931                          STATION DESCRIPTION
 DD1931
 DD1931'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1931'19.2 KM (11.95 MI) WSW FROM LITTLE RIVER.
 DD1931'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1931'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1931'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1931'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 14.9
 DD1931'KILOMETERS (9.25 MILES) WESTERLY ALONG STATE HIGHWAY 90, THENCE 0.3
 DD1931'KILOMETER (0.2 MILE) NORTH ALONG A SAND DRIVE TO A WOODEN BUILDING AND
 DD1931'A RIGHT TURN, CONTINUE BY FOOT ACROSS A FIELD FOR APPROXIMATELY 590
 DD1931'FEET, SET NEAR A TELEPHONE JUNCTION BOX IN THE MIDDLE OF A FIELD,
 DD1931'38.9 METERS (127.6 FEET) NORTH OF A POWER POLE 18Q4 (4TH POWER POLE
 DD1931'NORTH OF THE HIGHWAY), 1.49 METERS (4.9 FEET) NORTH NORTHWEST OF THE
 DD1931'JUNCTION BOX, 0.46 METER (1.5 FEET) WEST NORTHWEST OF A STEEL POST.
 DD1931'THE MARK IS 0.23 METERS  ESE FROM  A WITNESS POST
 DD1931'THE MARK IS ABOVE LEVEL WITH FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1930 ***********************************************************************
 DD1930  DESIGNATION -  026 066 RM 1
 DD1930  PID         -  DD1930
 DD1930  STATE/COUNTY-  SC/HORRY
 DD1930  USGS QUAD   -  HAND (1984)
 DD1930
 DD1930                         *CURRENT SURVEY CONTROL
 DD1930  ___________________________________________________________________
 DD1930* NAD 83(1986)-  33 51 16.     (N)    078 48 52.     (W)     SCALED    
 DD1930* NAVD 88     -         9.976  (meters)      32.73   (feet)  ADJUSTED  
 DD1930  ___________________________________________________________________
 DD1930  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD1930  DYNAMIC HT  -           9.966 (meters)      32.70  (feet)  COMP
 DD1930  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 DD1930
 DD1930  VERT ORDER  -  FIRST     CLASS II
 DD1930
 DD1930.The horizontal coordinates were scaled from a topographic map and have
 DD1930.an estimated accuracy of +/- 6 seconds.
 DD1930
 DD1930.The orthometric height was determined by differential leveling
 DD1930.and adjusted by the National Geodetic Survey in June 1991..
 DD1930
 DD1930.The geoid height was determined by GEOID03.
 DD1930
 DD1930.The dynamic height is computed by dividing the NAVD 88
 DD1930.geopotential number by the normal gravity value computed on the
 DD1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1930.degrees latitude (g = 980.6199 gals.).
 DD1930
 DD1930.The modeled gravity was interpolated from observed gravity values.
 DD1930
 DD1930;                    North         East    Units  Estimated Accuracy
 DD1930;SPC SC       -   226,270.      811,800.      MT  (+/- 180 meters Scaled)
 DD1930
 DD1930                          SUPERSEDED SURVEY CONTROL
 DD1930
 DD1930  NGVD 29 (03/21/89)   10.293  (m)           33.77   (f) ADJUSTED    1 2
 DD1930
 DD1930.Superseded values are not recommended for survey control.
 DD1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1930.See file dsdata.txt to determine how the superseded data were derived.
 DD1930
 DD1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT021481(NAD 83)
 DD1930_MARKER: DD = SURVEY DISK
 DD1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1930_SP_SET: CONCRETE POST
 DD1930_STAMPING: RM 1 026 - 066 1981
 DD1930_MARK LOGO: SCGS  
 DD1930_PROJECTION: FLUSH
 DD1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1930+STABILITY: SURFACE MOTION
 DD1930
 DD1930  HISTORY     - Date     Condition        Report By
 DD1930  HISTORY     - 1981     MONUMENTED       SCGS
 DD1930  HISTORY     - 1986     GOOD             SCGS
 DD1930
 DD1930                          STATION DESCRIPTION
 DD1930
 DD1930'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1930'19.2 KM (11.95 MI) WSW FROM LITTLE RIVER.
 DD1930'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1930'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1930'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1930'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 14.9
 DD1930'KILOMETERS (9.25 MILES) WESTERLY ALONG STATE HIGHWAY 90, SET IN THE
 DD1930'SHOULDER OF THE HIGHWAY IN THE SOUTHEAST ANGLE OF A SAND ROAD (MONCA
 DD1930'DRIVE) LEADING EAST, 0.5 KILOMETER (0.3 MILE) EAST OF THE JUNCTION OF
 DD1930'STATE ROAD S-26-31, 44.2 METERS (145.0 FEET) WEST NORTHWEST OF THE
 DD1930'NORTHWEST CORNER OF THE UNITED MISSIONARY BAPTIST CHURCH, 32.65 METERS
 DD1930'(107.1 FEET) NORTHWEST OF A POWER POLE ON THE WEST SIDE OF THE CHURCH,
 DD1930'23.5 METERS (77.1 FEET) NORTH NORTHEAST OF THE APPROXIMATE CENTER OF
 DD1930'THE ROAD, 6.0 METERS (19.7 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF
 DD1930'THE HIGHWAY.
 DD1930'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1899 ***********************************************************************
 DD1899  DESIGNATION -  026 067
 DD1899  PID         -  DD1899
 DD1899  STATE/COUNTY-  SC/HORRY
 DD1899  USGS QUAD   -  HAMMOND (1984)
 DD1899
 DD1899                         *CURRENT SURVEY CONTROL
 DD1899  ___________________________________________________________________
 DD1899* NAD 83(2001)-  33 57 22.80646(N)    078 50 40.37422(W)     ADJUSTED  
 DD1899* NAVD 88     -        13.298  (meters)      43.63   (feet)  ADJUSTED  
 DD1899  ___________________________________________________________________
 DD1899  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 DD1899  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD1899  DYNAMIC HT  -          13.285 (meters)      43.59  (feet)  COMP
 DD1899  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 DD1899
 DD1899  HORZ ORDER  -  SECOND
 DD1899  VERT ORDER  -  FIRST     CLASS II
 DD1899
 DD1899.The horizontal coordinates were established by classical geodetic methods
 DD1899.and adjusted by the National Geodetic Survey in March 2004..
 DD1899
 DD1899.The orthometric height was determined by differential leveling
 DD1899.and adjusted by the National Geodetic Survey in June 1991..
 DD1899
 DD1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1899
 DD1899.The geoid height was determined by GEOID03.
 DD1899
 DD1899.The dynamic height is computed by dividing the NAVD 88
 DD1899.geopotential number by the normal gravity value computed on the
 DD1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1899.degrees latitude (g = 980.6199 gals.).
 DD1899
 DD1899.The modeled gravity was interpolated from observed gravity values.
 DD1899
 DD1899;                    North         East     Units Scale Factor Converg.
 DD1899;SPC SC       -   237,509.710   808,779.706   MT  0.99980615   +1 11 41.9
 DD1899;SPC SC       -   779,231.33  2,653,476.73   iFT  0.99980615   +1 11 41.9
 DD1899;UTM  17      - 3,759,407.692   699,170.882   MT  1.00008904   +1 12 15.7
 DD1899
 DD1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1899!SPC SC       -   1.00000332  x   0.99980615  =   0.99980947
 DD1899!UTM  17      -   1.00000332  x   1.00008904  =   1.00009236
 DD1899
 DD1899:                Primary Azimuth Mark                     Grid Az
 DD1899:SPC SC       -  026 067 AZ MK                            140 46 41.4
 DD1899:UTM  17      -  026 067 AZ MK                            140 46 07.6
 DD1899
 DD1899|---------------------------------------------------------------------|
 DD1899| PID    Reference Object                     Distance      Geod. Az  |
 DD1899|                                                           dddmmss.s |
 DD1899| DD1898 026 067 AZ MK                       467.340 METERS 1415823.3 |
 DD1899| DD1900 026 067 RM 1                         30.968 METERS 27407     |
 DD1899|---------------------------------------------------------------------|
 DD1899
 DD1899                          SUPERSEDED SURVEY CONTROL
 DD1899
 DD1899  NAD 83(1986)-  33 57 22.81439(N)    078 50 40.37937(W) AD(       ) 2
 DD1899  NAD 27      -  33 57 22.19514(N)    078 50 41.29890(W) AD(       ) 2
 DD1899  NGVD 29 (03/21/89)   13.614  (m)           44.67   (f) ADJUSTED    1 2
 DD1899
 DD1899.Superseded values are not recommended for survey control.
 DD1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1899.See file dsdata.txt to determine how the superseded data were derived.
 DD1899
 DD1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9917159408(NAD 83)
 DD1899_MARKER: DD = SURVEY DISK
 DD1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1899_SP_SET: CONCRETE POST
 DD1899_STAMPING: HORZ 026 - 067 1981
 DD1899_MARK LOGO: SCGS  
 DD1899_PROJECTION: FLUSH
 DD1899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1899+STABILITY: SURFACE MOTION
 DD1899
 DD1899  HISTORY     - Date     Condition        Report By
 DD1899  HISTORY     - 1982     MONUMENTED       SCGS
 DD1899  HISTORY     - 1986     GOOD             SCGS
 DD1899
 DD1899                          STATION DESCRIPTION
 DD1899
 DD1899'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1899'THE STATION IS LOCATED ABOUT 22.5 K (14.0 MI) NORTHEAST OF
 DD1899'CONWAY, ABOUT 11.3 K (7.0 MI) SOUTH OF LORIS, ABOUT 11.3 K
 DD1899'(7.0 MI) SOUTH WEST OF THE NORTH SOUTH CAROLINA STATE LINE
 DD1899'ON THE PROPERTY OF  THE MOUNT VERNON COMMUNITY CENTER.
 DD1899'
 DD1899'TO REACH THE STATION FROM RED BLUFF CROSS ROADS (THE
 DD1899'JUNCTION OF STATE HIGHWAY 905 AND S-26-31, 21.3 KM
 DD1899'(13.25 MI) EAST NORTHEAST OF CONWAY GO NORTH NORTHEST
 DD1899'ON S-26-31 FOR 5.9 KM (3.65 MI) TO THE JUNCTION OF S-26-366 ,
 DD1899'TURN RIGHT AND GO 0.1 KM (0.05 MI) TO THE MOUNT VERNON COMMUNITY
 DD1899'CENTER AND THE STATION ON THE RIGHT IN FRONT OF BUILDING.
 DD1899'
 DD1899'THE STATION IS A STANDARD SCGS DISK
 DD1899'STAMPED---026 067 1981---,
 DD1899'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1899'FLUSH WITH GROUND.  IT IS LOCATED
 DD1899'32.1 METERS (105.3 FT) EAST-SOUTHEAST FROM A METAL WITTNESS POST
 DD1899'28.6 METERS (94.0 FT) NORTH FROM THE CENTER OF S-26-366,
 DD1899'27.4 METERS (90.0 FT) WEST-NORTHWEST FROM A LONE DOUBLE TRUNK
 DD1899'PINE TREE,
 DD1899'20.2 METERS (66.3 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 DD1899'BUILDING AND
 DD1899'17.3 METERS (56.9 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 DD1899'BUILDING.
 DD1899'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 DD1899'STAMPED---026 067 1981---,
 DD1899'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 DD1899'
 DD1899'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1899'STAMPED---026 067 RM 1 1981---,
 DD1899'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1899'FLUSH WITH GROUND.  IT IS LOCATED
 DD1899'22.8 METERS (74.9 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE
 DD1899'BUILDING,
 DD1899'20.7 METERS (68.0 FT) SOUTH-SOUTHWEST FROM A 30 INCH PINE,
 DD1899'16.9 METERS (55.6 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 DD1899'BUILDING AND
 DD1899'1.0 METER (3.5 FT) EAST FROM A METAL WITNESS POST.
 DD1899'MARK IS LEVEL WITH STATION.
 DD1899'
 DD1899'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1899'STAMPED---026 067 AZ MK 1981---,
 DD1899'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1899'FLUSH WITH GROUND.  IT IS LOCATED
 DD1899'37.5 METERS (123.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST END OF
 DD1899'A BOX CULVERT,
 DD1899'19.5 METERS (64.0 FT) EAST FROM A POWER LINE POLE WITH A
 DD1899'TRANSFORMER,
 DD1899'5.2 METERS (17.0 FT) NORTHEAST FROM THE CENTER OF S-26-31 AND
 DD1899'0.8 METER (2.6 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 DD1899'TO REACH AZIMUTH MARK FROM THE STATION PROCEED FROM THE
 DD1899'JUNCTION OF S-26-31 AND S-26-366 , GO SOUTH SOUTHEAST FOR 0.4 KM
 DD1899'(0.25 MI) TO THE MARK ON THE LEFT OPPOSITE THE LEONA TODD HOME.
 DD1899'
 DD1899'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 DD1899
 DD1899                          STATION RECOVERY (1986)
 DD1899
 DD1899'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1899'11.7 KM (7.3 MI) SE FROM LORIS.
 DD1899'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1899'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1899'THENCE 11.8 KM (7.35 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT
 DD1899'STREET), SET ON THE SOUTH SIDE OF THE MOUNT VERNON COMMUNITY CENTER IN
 DD1899'THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 366, 85.5 METERS
 DD1899'(280.5 FT) WEST SOUTHWEST OF THE CENTER OF ROAD 31, 29.1 METERS
 DD1899'(95.5 FT) NORTH NORTHWEST OF THE CENTER OF ROAD 366, 20.23 METERS
 DD1899'(66.4 FT) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF THE CENTER,
 DD1899'27.7 METERS (90.9 FT) WEST NORTHWEST OF A LONE DOUBLE TRUNKED PINE
 DD1899'TREE.
 DD1899'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1898 ***********************************************************************
 DD1898  DESIGNATION -  026 067 AZ MK
 DD1898  PID         -  DD1898
 DD1898  STATE/COUNTY-  SC/HORRY
 DD1898  USGS QUAD   -  HAMMOND (1984)
 DD1898
 DD1898                         *CURRENT SURVEY CONTROL
 DD1898  ___________________________________________________________________
 DD1898* NAD 83(2001)-  33 57 10.85839(N)    078 50 29.16182(W)     ADJUSTED  
 DD1898* NAVD 88     -        11.027  (meters)      36.18   (feet)  ADJUSTED  
 DD1898  ___________________________________________________________________
 DD1898  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 DD1898  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD1898  DYNAMIC HT  -          11.016 (meters)      36.14  (feet)  COMP
 DD1898  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 DD1898
 DD1898  HORZ ORDER  -  SECOND
 DD1898  VERT ORDER  -  FIRST     CLASS II
 DD1898
 DD1898.The horizontal coordinates were established by classical geodetic methods
 DD1898.and adjusted by the National Geodetic Survey in March 2004..
 DD1898
 DD1898.The orthometric height was determined by differential leveling
 DD1898.and adjusted by the National Geodetic Survey in June 1991..
 DD1898
 DD1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1898
 DD1898.The geoid height was determined by GEOID03.
 DD1898
 DD1898.The dynamic height is computed by dividing the NAVD 88
 DD1898.geopotential number by the normal gravity value computed on the
 DD1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1898.degrees latitude (g = 980.6199 gals.).
 DD1898
 DD1898.The modeled gravity was interpolated from observed gravity values.
 DD1898
 DD1898;                    North         East     Units Scale Factor Converg.
 DD1898;SPC SC       -   237,147.730   809,075.159   MT  0.99980587   +1 11 48.1
 DD1898;SPC SC       -   778,043.73  2,654,446.06   iFT  0.99980587   +1 11 48.1
 DD1898;UTM  17      - 3,759,045.658   699,466.478   MT  1.00009049   +1 12 21.5
 DD1898
 DD1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1898!SPC SC       -   1.00000368  x   0.99980587  =   0.99980955
 DD1898!UTM  17      -   1.00000368  x   1.00009049  =   1.00009417
 DD1898
 DD1898                          SUPERSEDED SURVEY CONTROL
 DD1898
 DD1898  NAD 83(1986)-  33 57 10.86634(N)    078 50 29.16693(W) AD(       ) 2
 DD1898  NAD 27      -  33 57 10.24634(N)    078 50 30.08749(W) AD(       ) 2
 DD1898  NGVD 29 (03/21/89)   11.342  (m)           37.21   (f) ADJUSTED    1 2
 DD1898
 DD1898.Superseded values are not recommended for survey control.
 DD1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1898.See file dsdata.txt to determine how the superseded data were derived.
 DD1898
 DD1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9946659046(NAD 83)
 DD1898_MARKER: DD = SURVEY DISK
 DD1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1898_SP_SET: CONCRETE POST
 DD1898_STAMPING: AZ MK 026 - 067 1981
 DD1898_MARK LOGO: SCGS  
 DD1898_PROJECTION: FLUSH
 DD1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1898+STABILITY: SURFACE MOTION
 DD1898
 DD1898  HISTORY     - Date     Condition        Report By
 DD1898  HISTORY     - 1981     MONUMENTED       MJH
 DD1898  HISTORY     - 1986     GOOD             SCGS
 DD1898
 DD1898                          STATION DESCRIPTION
 DD1898
 DD1898'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1898'12.2 KM (7.6 MI) SE FROM LORIS.
 DD1898'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1898'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS
 DD1898'THENCE 12.2 KM (7.6 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT STREET),
 DD1898'SET IN THE SHOULDER ACROSS THE ROAD FROM A TWO STORY BRICK HOUSE AND A
 DD1898'ONE STORY WOODEN HOUSE, 0.4 KM (0.25 MI) SOUTH OF STATE ROAD 366,
 DD1898'43.0 METERS (141.1 FT) EAST OF THE SOUTHEAST CORNER OF THE BRICK
 DD1898'HOUSE, 34.2 METERS (112.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 DD1898'WOODEN HOUSE, 19.52 METERS (64.0 FT) EAST SOUTHEAST OF A POWER POLE
 DD1898'WITH A TRANSFORMER, 5.18 METERS (17.0 FT) EAST OF THE CENTER OF THE
 DD1898'ROAD.
 DD1898'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1900 ***********************************************************************
 DD1900  DESIGNATION -  026 067 RM 1
 DD1900  PID         -  DD1900
 DD1900  STATE/COUNTY-  SC/HORRY
 DD1900  USGS QUAD   -  HAMMOND (1984)
 DD1900
 DD1900                         *CURRENT SURVEY CONTROL
 DD1900  ___________________________________________________________________
 DD1900* NAD 83(1986)-  33 57 24.     (N)    078 50 40.     (W)     SCALED    
 DD1900* NAVD 88     -        12.942  (meters)      42.46   (feet)  ADJUSTED  
 DD1900  ___________________________________________________________________
 DD1900  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD1900  DYNAMIC HT  -          12.929 (meters)      42.42  (feet)  COMP
 DD1900  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 DD1900
 DD1900  VERT ORDER  -  FIRST     CLASS II
 DD1900
 DD1900.The horizontal coordinates were scaled from a topographic map and have
 DD1900.an estimated accuracy of +/- 6 seconds.
 DD1900
 DD1900.The orthometric height was determined by differential leveling
 DD1900.and adjusted by the National Geodetic Survey in June 1991..
 DD1900
 DD1900.The geoid height was determined by GEOID03.
 DD1900
 DD1900.The dynamic height is computed by dividing the NAVD 88
 DD1900.geopotential number by the normal gravity value computed on the
 DD1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1900.degrees latitude (g = 980.6199 gals.).
 DD1900
 DD1900.The modeled gravity was interpolated from observed gravity values.
 DD1900
 DD1900;                    North         East    Units  Estimated Accuracy
 DD1900;SPC SC       -   237,550.      808,790.      MT  (+/- 180 meters Scaled)
 DD1900
 DD1900                          SUPERSEDED SURVEY CONTROL
 DD1900
 DD1900  NGVD 29 (03/21/89)   13.257  (m)           43.49   (f) ADJUSTED    1 2
 DD1900
 DD1900.Superseded values are not recommended for survey control.
 DD1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1900.See file dsdata.txt to determine how the superseded data were derived.
 DD1900
 DD1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT991594(NAD 83)
 DD1900_MARKER: DD = SURVEY DISK
 DD1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1900_SP_SET: CONCRETE POST
 DD1900_STAMPING: RM 1 026 - 067 1981
 DD1900_MARK LOGO: SCGS  
 DD1900_PROJECTION: FLUSH
 DD1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1900+STABILITY: SURFACE MOTION
 DD1900
 DD1900  HISTORY     - Date     Condition        Report By
 DD1900  HISTORY     - 1981     MONUMENTED       SCGS
 DD1900  HISTORY     - 1986     GOOD             SCGS
 DD1900
 DD1900                          STATION DESCRIPTION
 DD1900
 DD1900'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1900'11.7 KM (7.3 MI) SE FROM LORIS.
 DD1900'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1900'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1900'THENCE 11.8 KM (7.35 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT
 DD1900'STREET), SET ON THE WEST SIDE OF THE MOUNT VERNON COMMUNITY CENTER IN
 DD1900'THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 366, 45.5 METERS
 DD1900'(14 FT) NORTH NORTHWEST OF THE CENTER OF ROAD 366, 58.6 METERS (192.3
 DD1900'WEST NORTHWEST OF A LONE DOUBLE TRUNKED PINE TREE, 16.88 METERS
 DD1900'(55.4 FT) WEST SOUTHWEST OF THE WEST FACE OF THE CENTER, 22.8 METERS
 DD1900'(74.8 FT) SOUTH SOUTHWEST OF THE NORTHWEST CORNER OF THE CENTER,
 DD1900'30.99 METERS (101.7 FT) WEST OF SURVEY MARK 026 067 SCGS.
 DD1900'THE MARK IS 1.1 METERS  E FROM  A WITNESS POST
 DD1900'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2743 ***********************************************************************
 DD2743  DESIGNATION -  026 068
 DD2743  PID         -  DD2743
 DD2743  STATE/COUNTY-  SC/HORRY
 DD2743  USGS QUAD   -  SHELL (1984)
 DD2743
 DD2743                         *CURRENT SURVEY CONTROL
 DD2743  ___________________________________________________________________
 DD2743* NAD 83(2001)-  33 55 42.79191(N)    078 54 12.59649(W)     ADJUSTED  
 DD2743* NAVD 88     -        11.5    (meters)      38.     (feet)  VERTCON   
 DD2743  ___________________________________________________________________
 DD2743  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DD2743  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DD2743
 DD2743  HORZ ORDER  -  SECOND
 DD2743
 DD2743.The horizontal coordinates were established by classical geodetic methods
 DD2743.and adjusted by the National Geodetic Survey in March 2004..
 DD2743
 DD2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2743
 DD2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2743
 DD2743.The geoid height was determined by GEOID03.
 DD2743
 DD2743;                    North         East     Units Scale Factor Converg.
 DD2743;SPC SC       -   234,317.287   803,395.485   MT  0.99980385   +1 09 44.3
 DD2743;SPC SC       -   768,757.50  2,635,811.96   iFT  0.99980385   +1 09 44.3
 DD2743;UTM  17      - 3,756,213.577   693,785.693   MT  1.00006295   +1 10 14.0
 DD2743
 DD2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2743!SPC SC       -   1.00000358  x   0.99980385  =   0.99980743
 DD2743!UTM  17      -   1.00000358  x   1.00006295  =   1.00006653
 DD2743
 DD2743|---------------------------------------------------------------------|
 DD2743| PID    Reference Object                     Distance      Geod. Az  |
 DD2743|                                                           dddmmss.s |
 DD2743| DD2742 026 068 AZ MK                       353.035 METERS 03821     |
 DD2743| DD3718 026 068 RM 1                         16.865 METERS 30632     |
 DD2743|---------------------------------------------------------------------|
 DD2743
 DD2743                          SUPERSEDED SURVEY CONTROL
 DD2743
 DD2743  NAD 83(1986)-  33 55 42.79962(N)    078 54 12.60158(W) AD(       ) 2
 DD2743  NAD 27      -  33 55 42.18435(N)    078 54 13.49923(W) AD(       ) 2
 DD2743  NGVD 29 (07/19/86)   11.8    (m)           39.     (f) VERT ANG       
 DD2743
 DD2743.Superseded values are not recommended for survey control.
 DD2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2743.See file dsdata.txt to determine how the superseded data were derived.
 DD2743
 DD2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9378656214(NAD 83)
 DD2743_MARKER: DD = SURVEY DISK
 DD2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2743
 DD2743  HISTORY     - Date     Condition        Report By
 DD2743  HISTORY     - 1982     MONUMENTED       SCGS
 DD2743
 DD2743                          STATION DESCRIPTION
 DD2743
 DD2743'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2743'THE STATION IS LOCATED IS ABOUT 13.7 KM (8.5 MI) SOUTH OF LORIS.
 DD2743'IT IS IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 DD2743'COUNTY ROADS S-26-66 AND S-26-139.  FOR PERMISSION CONTACT
 DD2743'TERRY HUGHES - OWNER - 357-3187.
 DD2743'
 DD2743'TO REACH THE STATION FROM THE INTERSECTION OF S-26-66 AND
 DD2743'S-26-31 IN THE SMALL COMMUNITY OF DAISY, GO SOUTHWEST
 DD2743'ON S-26-66 FOR 8.5 KM (5.3 MI) TO A SIDE ROAD RIGHT, S-26-139,
 DD2743'AND THE STATION IN THE NORTHWEST CORNER OF THE INTERSECTION.
 DD2743'
 DD2743'THE STATION IS A STANDARD SCGS DISK
 DD2743'STAMPED---026 068---,
 DD2743'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 CM IN DIAMETER
 DD2743'FLUSH WITH GROUND.  IT IS LOCATED
 DD2743'13.7 METERS (45.0 FT) NORTHWEST FROM CENTER LINE OF S-26-66,
 DD2743'13.0 METERS (42.8 FT) NORTHEAST FROM UNDERGROUND CABLE JUNCTION
 DD2743'BOX,
 DD2743'6.5 METERS (21.5 FT) NORTHWEST FROM CENTERLINE OF S-26-139 AND
 DD2743'0.9 METER (2.9 FT) SOUTHWEST FROM METAL WITNESS POST.
 DD2743'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 DD2743'STAMPED---026 068 1981---,
 DD2743'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD2743'
 DD2743'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD2743'STAMPED---026 068 RM 1 1981---,
 DD2743'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD2743'FLUSH WITH GROUND.  IT IS LOCATED
 DD2743'30.3 METERS (99.5 FT) NORTHWEST FROM CENTERLINE OF S-26-66,
 DD2743'19.8 METERS (65.0 FT) WEST FROM UNDERGROUND CABLE JUNCTION BOX,
 DD2743'17.0 METERS (55.8 FT) NORTHWEST FROM METAL WITNESS POST AND
 DD2743'5.8 METERS (19.0 FT) NORTHEAST FROM CENTERLINE OF S-26-139.
 DD2743'MARK IS LEVEL WITH STATION.
 DD2743'
 DD2743'AZIMUTH MARK IS A STANDARD SCGS DISK STAMPED---026 068 AZ MK 1981---,
 DD2743'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 DD2743'WITH THE GROUND.
 DD2743'LOCATED 27.3 METERS (89.7 FT) WEST FROM A 12-INCH HARD WOOD TREE,
 DD2743'8.2 METERS (27.0 FT) NORTHWEST FROM THE CENTERLINE OF S-26-66 AND
 DD2743'2.3 METERS (7.5 FT) SOUTHEAST FROM A POWERLINE POLE.
 DD2743'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON S-26-66
 DD2743'FOR 0.40 KM (0.25 MI) TO THE MARK ON THE LEFT NEAR A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2742 ***********************************************************************
 DD2742  DESIGNATION -  026 068 AZ MK
 DD2742  PID         -  DD2742
 DD2742  STATE/COUNTY-  SC/HORRY
 DD2742  USGS QUAD   -  SHELL (1984)
 DD2742
 DD2742                         *CURRENT SURVEY CONTROL
 DD2742  ___________________________________________________________________
 DD2742* NAD 83(2001)-  33 55 51.77758(N)    078 54 04.06778(W)     ADJUSTED  
 DD2742* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 DD2742  ___________________________________________________________________
 DD2742  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 DD2742  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DD2742
 DD2742  HORZ ORDER  -  SECOND
 DD2742
 DD2742.The horizontal coordinates were established by classical geodetic methods
 DD2742.and adjusted by the National Geodetic Survey in March 2004..
 DD2742
 DD2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2742
 DD2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2742
 DD2742.The geoid height was determined by GEOID03.
 DD2742
 DD2742;                    North         East     Units Scale Factor Converg.
 DD2742;SPC SC       -   234,598.482   803,608.826   MT  0.99980405   +1 09 49.0
 DD2742;SPC SC       -   769,680.06  2,636,511.90   iFT  0.99980405   +1 09 49.0
 DD2742;UTM  17      - 3,756,494.876   693,999.049   MT  1.00006397   +1 10 19.0
 DD2742
 DD2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2742!SPC SC       -   1.00000371  x   0.99980405  =   0.99980776
 DD2742!UTM  17      -   1.00000371  x   1.00006397  =   1.00006768
 DD2742
 DD2742                          SUPERSEDED SURVEY CONTROL
 DD2742
 DD2742  NAD 83(1986)-  33 55 51.78531(N)    078 54 04.07291(W) AD(       ) 2
 DD2742  NAD 27      -  33 55 51.16995(N)    078 54 04.97035(W) AD(       ) 2
 DD2742  NGVD 29 (07/19/86)   11.0    (m)           36.     (f) VERT ANG       
 DD2742
 DD2742.Superseded values are not recommended for survey control.
 DD2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2742.See file dsdata.txt to determine how the superseded data were derived.
 DD2742
 DD2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9399956495(NAD 83)
 DD2742_MARKER: DD = SURVEY DISK
 DD2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2742_SP_SET: CONCRETE POST
 DD2742_STAMPING: 026 068 AZ MK 1981
 DD2742_MARK LOGO: SCGS  
 DD2742_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2742+STABILITY: SURFACE MOTION
 DD2742
 DD2742  HISTORY     - Date     Condition        Report By
 DD2742  HISTORY     - 1981     MONUMENTED       SCGS
 DD2742  HISTORY     - 19930920 GOOD             SCGS
 DD2742
 DD2742                          STATION DESCRIPTION
 DD2742
 DD2742'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2742'STATION IS LOCATED 8.5 MILES (13.7 KM) SOUTH OF LORIS.
 DD2742'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD2742'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD2742'JUNCTION OF STATE HIGHWAYS 905 AND 9 IN LONGS, GO SOUTHWEST ON
 DD2742'HIGHWAY 905 FOR 10.4 MILES (16.7 KM) TO THE JUNCTION OF STATE ROAD
 DD2742'873, TURN RIGHT ON ROAD 873 FOR 1.9 MILES (3.1 KM) TO THE JUNCTION OF
 DD2742'STATE ROAD 66, TURN RIGHT ON ROAD 66 FOR 0.2 MILE (0.3 KM) TO THE
 DD2742'JUNCTION OF STATE ROAD 139, CONTINUE ON ROAD 66 FOR 0.25 MILE
 DD2742'(0.40 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A
 DD2742'CONCRETE POST FLUSH WITH THE GROUND, 27.3 METERS (89.6 FT) WEST OF A
 DD2742'1.0-FOOT HARDWOOD TREE, 8.2 METERS (26.9 FT) NORTHWEST OF THE CENTER
 DD2742'OF THE ROAD, 2.3 METERS (7.5 FT) SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1882 ***********************************************************************
 DD1882  DESIGNATION -  026 069
 DD1882  PID         -  DD1882
 DD1882  STATE/COUNTY-  SC/HORRY
 DD1882  USGS QUAD   -  HAMMOND (1984)
 DD1882
 DD1882                         *CURRENT SURVEY CONTROL
 DD1882  ___________________________________________________________________
 DD1882* NAD 83(2001)-  33 54 09.95960(N)    078 50 33.42161(W)     ADJUSTED  
 DD1882* NAVD 88     -        10.725  (meters)      35.19   (feet)  ADJUSTED  
 DD1882  ___________________________________________________________________
 DD1882  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 DD1882  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD1882  DYNAMIC HT  -          10.714 (meters)      35.15  (feet)  COMP
 DD1882  MODELED GRAV-     979,649.5   (mgal)                       NAVD 88
 DD1882
 DD1882  HORZ ORDER  -  SECOND
 DD1882  VERT ORDER  -  FIRST     CLASS II
 DD1882
 DD1882.The horizontal coordinates were established by classical geodetic methods
 DD1882.and adjusted by the National Geodetic Survey in March 2004..
 DD1882
 DD1882.The orthometric height was determined by differential leveling
 DD1882.and adjusted by the National Geodetic Survey in June 1991..
 DD1882
 DD1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1882
 DD1882.The geoid height was determined by GEOID03.
 DD1882
 DD1882.The dynamic height is computed by dividing the NAVD 88
 DD1882.geopotential number by the normal gravity value computed on the
 DD1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1882.degrees latitude (g = 980.6199 gals.).
 DD1882
 DD1882.The modeled gravity was interpolated from observed gravity values.
 DD1882
 DD1882;                    North         East     Units Scale Factor Converg.
 DD1882;SPC SC       -   231,574.007   809,082.148   MT  0.99980192   +1 11 45.8
 DD1882;SPC SC       -   759,757.24  2,654,468.99   iFT  0.99980192   +1 11 45.8
 DD1882;UTM  17      - 3,753,470.338   699,474.296   MT  1.00009054   +1 12 13.5
 DD1882
 DD1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1882!SPC SC       -   1.00000373  x   0.99980192  =   0.99980565
 DD1882!UTM  17      -   1.00000373  x   1.00009054  =   1.00009427
 DD1882
 DD1882|---------------------------------------------------------------------|
 DD1882| PID    Reference Object                     Distance      Geod. Az  |
 DD1882|                                                           dddmmss.s |
 DD1882| DD1883 026 069 RM 1                         28.705 METERS 03313     |
 DD1882| DD1884 026 069 AZ MK                       347.140 METERS 31522     |
 DD1882|---------------------------------------------------------------------|
 DD1882
 DD1882                          SUPERSEDED SURVEY CONTROL
 DD1882
 DD1882  NAD 83(1986)-  33 54 09.96662(N)    078 50 33.42670(W) AD(       ) 2
 DD1882  NAD 27      -  33 54 09.35100(N)    078 50 34.33357(W) AD(       ) 2
 DD1882  NGVD 29 (03/21/89)   11.040  (m)           36.22   (f) ADJUSTED    1 2
 DD1882
 DD1882.Superseded values are not recommended for survey control.
 DD1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1882.See file dsdata.txt to determine how the superseded data were derived.
 DD1882
 DD1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9947453470(NAD 83)
 DD1882_MARKER: DD = SURVEY DISK
 DD1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1882_SP_SET: CONCRETE POST
 DD1882_STAMPING: HORZ 026 - 069 1981
 DD1882_MARK LOGO: SCGS  
 DD1882_PROJECTION: FLUSH
 DD1882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1882+STABILITY: SURFACE MOTION
 DD1882
 DD1882  HISTORY     - Date     Condition        Report By
 DD1882  HISTORY     - 1982     MONUMENTED       SCGS
 DD1882  HISTORY     - 1986     GOOD             SCGS
 DD1882
 DD1882                          STATION DESCRIPTION
 DD1882
 DD1882'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1882'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTH
 DD1882'NORTHEAST OF CONWAY, 17.7 KM (11.0 MI) SOUTHEAST OF LORIS
 DD1882'AND 16.9 KM (10.5 MI) WEST OF THE TOWN OCEAN DRIVE.
 DD1882'
 DD1882'TO REACH THE STATION FROM THE JUNCTION OF S.R. 905 AND
 DD1882'S-26-31, (RED BLUFF CROSS ROADS WHICH IS ABOUT 22.5 KM
 DD1882'(14.0 MI) EAST NORTHEAST OF CONWAY) GO WEST ON S.R. 905
 DD1882'FOR 0.2 KM (0.1 MI) TO A DIRT ROAD LEFT LEADING SOUTH
 DD1882'TO A CEMETARY, TURN RIGHT AND GO SOUTH ON DIRT ROAD
 DD1882'FOR .24 KM (0.15 MI) TO THE CEMETARY AND THE STATION.
 DD1882'
 DD1882'THE STATION IS A STANDARD SCGS DISK
 DD1882'STAMPED---026 069 1981---,
 DD1882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1882'FLUSH WITH GROUND.  IT IS LOCATED
 DD1882'24.1 METERS (79 FT) SOUTH FROM THE CENTER OF THE DIRT DRIVE,
 DD1882'18.3 METERS (60 FT) WEST FROM A 3 FOOT WIRE FENCE,
 DD1882'15.4 METERS (50.5 FT) WEST FROM THE CENTER OF THE CEMETARY ROAD,
 DD1882'3.6 METERS (11.9 FT) EAST-SOUTHEAST FROM THE JOSEPH H. FAULK
 DD1882'HEAD STONE (SOUTHEAST CORNER) AND 1.8 METERS (6.0 FEET) NORTH OF
 DD1882'A CEDAR BUSH.
 DD1882'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 DD1882'STAMPED---026 069 1981---,
 DD1882'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD1882'
 DD1882'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1882'STAMPED---RM 1 026 069 1981---,
 DD1882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1882'FLUSH WITH GROUND.  IT IS LOCATED
 DD1882'10.1 METERS (33.0 FT) EAST FROM THE NORTHEAST CORNER OF THE
 DD1882'NETTIE STALVEY, TODD CARROL, HEADSTONE,
 DD1882'7.9 METERS (26 FT) SOUTHEAST FROM THE CENTER OF THE DIRT DRIVE,
 DD1882'2.6 METERS (8.5 FT) EAST FROM THE CENTER OF THE CEMETARY ROAD AND
 DD1882'1.1 METERS (3.5 FEET) WEST OF A 3 FOOT WIRE FENCE.
 DD1882'MARK IS LEVEL WITH STATION.
 DD1882'
 DD1882'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1882'STAMPED---AZ MK 026 069 1981---,
 DD1882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1882'FLUSH WITH GROUND.  IT IS LOCATED
 DD1882'39.2 METERS (128.8 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 DD1882'HOUSE,
 DD1882'11.1 METERS (36.3 FT) SOUTH FROM THE CENTERLINE OF S.R. 905,
 DD1882'3.8 METERS (12.4 FT) EAST FROM THE CENTER OF A DIRT DRIVE,
 DD1882'0.7 METER (2.3 FT) WEST FROM A POWER POLE,
 DD1882'0.4 METER (1.2 FT) EAST FROM A WITNESS POST.
 DD1882'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ON S.R. 905
 DD1882'FROM ITS JUNCTION WITH S-26-31 FOR 0.4 KM (0.25 MI) TO THE
 DD1882'MARK ON THE LEFT AT A POWER POLE.
 DD1882
 DD1882                          STATION RECOVERY (1986)
 DD1882
 DD1882'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1882'17.7 KM (11.0 MI) SE FROM LORIS.
 DD1882'0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS
 DD1882'(MAIN STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN
 DD1882'LORIS, THENCE 17.8 KILOMETERS (11.05 MILES) SOUTHERLY ALONG STATE ROAD
 DD1882'S-26-31 (BRYANT STREET), THENCE 0.2 KILOMETER (0.1 MILE) WESTERLY
 DD1882'ALONG STATE HIGHWAY 905, THENCE 0.25 KILOMETER (0.15 MILE) SOUTH ALONG
 DD1882'A SAND ROAD LEADING TO A CEMETARY, SET NEAR A HEADSTONE (JOSEPH H.
 DD1882'FAULK), 18.62 METERS (61.1 FEET) WEST OF A NORTH-SOUTH WIRE FENCE,
 DD1882'9.75 METERS (32.0 FEET) SOUTH SOUTHWEST OF THE APPROXIMATE CENTER OF A
 DD1882'HEADSTONE (WILLIAMSON), 1.87 METERS (6.1 FEET) NORTH OF A LONE CEDAR
 DD1882'BUSH IN THE CENTER OF THE CEMETARY, 3.3 METERS (10.8 FEET) EAST
 DD1882'SOUTHEAST OF THE APPROXIMATE CENTER OF THE HEADSTONE (FAULK).
 DD1882'THE MARK IS 29.8 METERS  SW FROM  A WITNESS POST
 DD1882'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1884 ***********************************************************************
 DD1884  DESIGNATION -  026 069 AZ MK
 DD1884  PID         -  DD1884
 DD1884  STATE/COUNTY-  SC/HORRY
 DD1884  USGS QUAD   -  HAMMOND (1984)
 DD1884
 DD1884                         *CURRENT SURVEY CONTROL
 DD1884  ___________________________________________________________________
 DD1884* NAD 83(2001)-  33 54 17.97649(N)    078 50 42.91547(W)     ADJUSTED  
 DD1884* NAVD 88     -         9.225  (meters)      30.27   (feet)  ADJUSTED  
 DD1884  ___________________________________________________________________
 DD1884  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 DD1884  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD1884  DYNAMIC HT  -           9.216 (meters)      30.24  (feet)  COMP
 DD1884  MODELED GRAV-     979,650.1   (mgal)                       NAVD 88
 DD1884
 DD1884  HORZ ORDER  -  SECOND
 DD1884  VERT ORDER  -  FIRST     CLASS II
 DD1884
 DD1884.The horizontal coordinates were established by classical geodetic methods
 DD1884.and adjusted by the National Geodetic Survey in March 2004..
 DD1884
 DD1884.The orthometric height was determined by differential leveling
 DD1884.and adjusted by the National Geodetic Survey in June 1991..
 DD1884
 DD1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1884
 DD1884.The geoid height was determined by GEOID03.
 DD1884
 DD1884.The dynamic height is computed by dividing the NAVD 88
 DD1884.geopotential number by the normal gravity value computed on the
 DD1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1884.degrees latitude (g = 980.6199 gals.).
 DD1884
 DD1884.The modeled gravity was interpolated from observed gravity values.
 DD1884
 DD1884;                    North         East     Units Scale Factor Converg.
 DD1884;SPC SC       -   231,815.828   808,833.188   MT  0.99980208   +1 11 40.5
 DD1884;SPC SC       -   760,550.62  2,653,652.19   iFT  0.99980208   +1 11 40.5
 DD1884;UTM  17      - 3,753,712.195   699,225.231   MT  1.00008931   +1 12 08.5
 DD1884
 DD1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1884!SPC SC       -   1.00000396  x   0.99980208  =   0.99980604
 DD1884!UTM  17      -   1.00000396  x   1.00008931  =   1.00009327
 DD1884
 DD1884                          SUPERSEDED SURVEY CONTROL
 DD1884
 DD1884  NAD 83(1986)-  33 54 17.98349(N)    078 50 42.92058(W) AD(       ) 2
 DD1884  NAD 27      -  33 54 17.36846(N)    078 50 43.82669(W) AD(       ) 2
 DD1884  NGVD 29 (03/21/89)    9.540  (m)           31.30   (f) ADJUSTED    1 2
 DD1884
 DD1884.Superseded values are not recommended for survey control.
 DD1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1884.See file dsdata.txt to determine how the superseded data were derived.
 DD1884
 DD1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9922553712(NAD 83)
 DD1884_MARKER: DD = SURVEY DISK
 DD1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1884_SP_SET: CONCRETE POST
 DD1884_STAMPING: AZ MK 026 - 069 1981
 DD1884_MARK LOGO: SCGS  
 DD1884_PROJECTION: FLUSH
 DD1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1884+STABILITY: SURFACE MOTION
 DD1884
 DD1884  HISTORY     - Date     Condition        Report By
 DD1884  HISTORY     - 1981     MONUMENTED       MJH
 DD1884  HISTORY     - 1986     GOOD             SCGS
 DD1884
 DD1884                          STATION DESCRIPTION
 DD1884
 DD1884'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1884'17.5 KM (10.9 MI) SE FROM LORIS.
 DD1884'0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS
 DD1884'(MAIN STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN
 DD1884'LORIS, THENCE 17.8 KILOMETERS (11.05 MILE) SOUTHERLY ALONG STATE ROAD
 DD1884'S-26-31 (BRYANT STREET), THENCE 0.4 KILOMETER (0.25 MILE) WESTERLY
 DD1884'ALONG STATE HIGHWAY 905, SET NEAR A POWER POLE WITH A CEDAR TREE
 DD1884'GROWING NEXT TO IT IN THE NORTHEAST CORNER OF THE YARD OF A ONE STORY
 DD1884'HOUSE, 39.3 METERS (128.9 FEET) NORTHEAST OF THE NORTHEAST CORNER OF
 DD1884'THE HOUSE, 8.3 METERS (27.2 FEET) EAST OF THE APPROXIMATE CENTER OF A
 DD1884'SAND DRIVE LEADING SOUTH ALONG THE EAST SIDE OF THE HOUSE, 11.0 METERS
 DD1884'(36.1 FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.75 METER (2.5
 DD1884'FEET) WEST OF THE POWER POLE.
 DD1884'THE MARK IS 0.31 METERS  E FROM  A WITNESS POST
 DD1884'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1883 ***********************************************************************
 DD1883  DESIGNATION -  026 069 RM 1
 DD1883  PID         -  DD1883
 DD1883  STATE/COUNTY-  SC/HORRY
 DD1883  USGS QUAD   -  HAMMOND (1984)
 DD1883
 DD1883                         *CURRENT SURVEY CONTROL
 DD1883  ___________________________________________________________________
 DD1883* NAD 83(1986)-  33 54 12.     (N)    078 50 32.     (W)     SCALED    
 DD1883* NAVD 88     -        10.805  (meters)      35.45   (feet)  ADJUSTED  
 DD1883  ___________________________________________________________________
 DD1883  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD1883  DYNAMIC HT  -          10.795 (meters)      35.42  (feet)  COMP
 DD1883  MODELED GRAV-     979,649.5   (mgal)                       NAVD 88
 DD1883
 DD1883  VERT ORDER  -  FIRST     CLASS II
 DD1883
 DD1883.The horizontal coordinates were scaled from a topographic map and have
 DD1883.an estimated accuracy of +/- 6 seconds.
 DD1883
 DD1883.The orthometric height was determined by differential leveling
 DD1883.and adjusted by the National Geodetic Survey in June 1991..
 DD1883
 DD1883.The geoid height was determined by GEOID03.
 DD1883
 DD1883.The dynamic height is computed by dividing the NAVD 88
 DD1883.geopotential number by the normal gravity value computed on the
 DD1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1883.degrees latitude (g = 980.6199 gals.).
 DD1883
 DD1883.The modeled gravity was interpolated from observed gravity values.
 DD1883
 DD1883;                    North         East    Units  Estimated Accuracy
 DD1883;SPC SC       -   231,640.      809,120.      MT  (+/- 180 meters Scaled)
 DD1883
 DD1883                          SUPERSEDED SURVEY CONTROL
 DD1883
 DD1883  NGVD 29 (03/21/89)   11.120  (m)           36.48   (f) ADJUSTED    1 2
 DD1883
 DD1883.Superseded values are not recommended for survey control.
 DD1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1883.See file dsdata.txt to determine how the superseded data were derived.
 DD1883
 DD1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT995535(NAD 83)
 DD1883_MARKER: DD = SURVEY DISK
 DD1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1883_SP_SET: CONCRETE POST
 DD1883_STAMPING: RM 1 026 - 069 1981
 DD1883_MARK LOGO: SCGS  
 DD1883_PROJECTION: FLUSH
 DD1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1883+STABILITY: SURFACE MOTION
 DD1883
 DD1883  HISTORY     - Date     Condition        Report By
 DD1883  HISTORY     - 1981     MONUMENTED       SCGS
 DD1883  HISTORY     - 1986     GOOD             SCGS
 DD1883
 DD1883                          STATION DESCRIPTION
 DD1883
 DD1883'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1883'17.7 KM (11.0 MI) SE FROM LORIS.
 DD1883'0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS
 DD1883'(MAIN STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN
 DD1883'LORIS, THENCE 17.8 KILOMETERS (11.05 MILES) SOUTHERLY ALONG STATE ROAD
 DD1883'S-26-31 (BRYANT STREET), THENCE 0.2 KILOMETER (0.1 MILE) WESTERLY
 DD1883'ALONG STATE HIGHWAY 905, THENCE 0.25 KILOMETER (0.15 MILE) SOUTH ALONG
 DD1883'A SAND ROAD LEADING TO A CEMETARY, SET NEAR A LONE LIVE OAK TREE IN A
 DD1883'NORTH-SOUTH FENCE LINE, 20.05 METERS (65.8 FEET) NORTHEAST OF THE
 DD1883'APPROXIMATE CENTER OF A HEADSTONE (JOSEPH H. FAULK), 3.0 METERS (9.8
 DD1883'FEET) EAST OF THE APPROXIMATE CENTER OF THE ROAD, 3.95 METERS (13.0
 DD1883'FEET) NORTH NORTHWEST OF THE OAK TREE, 1.2 METERS (3.9 FEET) WEST OF
 DD1883'THE FENCE.
 DD1883'THE MARK IS 1.02 METERS  SW FROM  A WITNESS POST
 DD1883'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1787 ***********************************************************************
 DD1787  DESIGNATION -  026 070
 DD1787  PID         -  DD1787
 DD1787  STATE/COUNTY-  SC/HORRY
 DD1787  USGS QUAD   -  LONGS (1990)
 DD1787
 DD1787                         *CURRENT SURVEY CONTROL
 DD1787  ___________________________________________________________________
 DD1787* NAD 83(2001)-  33 58 32.39672(N)    078 44 45.24400(W)     ADJUSTED  
 DD1787* NAVD 88     -        11.696  (meters)      38.37   (feet)  ADJUSTED  
 DD1787  ___________________________________________________________________
 DD1787  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 DD1787  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1787  DYNAMIC HT  -          11.685 (meters)      38.34  (feet)  COMP
 DD1787  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 DD1787
 DD1787  HORZ ORDER  -  SECOND
 DD1787  VERT ORDER  -  FIRST     CLASS II
 DD1787
 DD1787.The horizontal coordinates were established by classical geodetic methods
 DD1787.and adjusted by the National Geodetic Survey in March 2004..
 DD1787
 DD1787.The orthometric height was determined by differential leveling
 DD1787.and adjusted by the National Geodetic Survey in June 1991..
 DD1787
 DD1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1787
 DD1787.The geoid height was determined by GEOID03.
 DD1787
 DD1787.The dynamic height is computed by dividing the NAVD 88
 DD1787.geopotential number by the normal gravity value computed on the
 DD1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1787.degrees latitude (g = 980.6199 gals.).
 DD1787
 DD1787.The modeled gravity was interpolated from observed gravity values.
 DD1787
 DD1787;                    North         East     Units Scale Factor Converg.
 DD1787;SPC SC       -   239,847.445   817,847.278   MT  0.99980790   +1 14 58.8
 DD1787;SPC SC       -   786,901.07  2,683,225.98   iFT  0.99980790   +1 14 58.8
 DD1787;UTM  17      - 3,761,747.708   708,240.813   MT  1.00013459   +1 15 36.5
 DD1787
 DD1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1787!SPC SC       -   1.00000362  x   0.99980790  =   0.99981152
 DD1787!UTM  17      -   1.00000362  x   1.00013459  =   1.00013821
 DD1787
 DD1787:                Primary Azimuth Mark                     Grid Az
 DD1787:SPC SC       -  026 070 AZ MK 2                          006 05 34.4
 DD1787:UTM  17      -  026 070 AZ MK 2                          006 04 56.7
 DD1787
 DD1787|---------------------------------------------------------------------|
 DD1787| PID    Reference Object                     Distance      Geod. Az  |
 DD1787|                                                           dddmmss.s |
 DD1787| DD1789 026 070 AZ MK 2                     APPROX. 0.6 KM 0072033.2 |
 DD1787| DD2670 026 070 AZ MK                       APPROX. 0.6 KM 0091634.6 |
 DD1787| DD1788 026 070 RM 1                         30.684 METERS 10148     |
 DD1787|---------------------------------------------------------------------|
 DD1787
 DD1787                          SUPERSEDED SURVEY CONTROL
 DD1787
 DD1787  NAD 83(1986)-  33 58 32.40506(N)    078 44 45.24996(W) AD(       ) 2
 DD1787  NAD 27      -  33 58 31.78725(N)    078 44 46.18401(W) AD(       ) 2
 DD1787  NGVD 29 (03/21/89)   12.015  (m)           39.42   (f) ADJUSTED    1 2
 DD1787
 DD1787.Superseded values are not recommended for survey control.
 DD1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1787.See file dsdata.txt to determine how the superseded data were derived.
 DD1787
 DD1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0824161748(NAD 83)
 DD1787_MARKER: DD = SURVEY DISK
 DD1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1787_SP_SET: CONCRETE POST
 DD1787_STAMPING: HORZ 026 - 070 1981
 DD1787_MARK LOGO: SCGS  
 DD1787_PROJECTION: RECESSED 4 CENTIMETERS
 DD1787_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1787+STABILITY: SURFACE MOTION
 DD1787
 DD1787  HISTORY     - Date     Condition        Report By
 DD1787  HISTORY     - 1982     MONUMENTED       SCGS
 DD1787  HISTORY     - 1986     GOOD             SCGS
 DD1787  HISTORY     - 19870609 GOOD             SCGS
 DD1787
 DD1787                          STATION DESCRIPTION
 DD1787
 DD1787'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1787'THE STATION IS LOCATED 19.3 K (12 MI) NORTH NORTHWEST
 DD1787'OF THE TOWN OF NORTH MYRTLE BEACH, 16.1 KM (10 MI) EAST
 DD1787'OF LORIS, AND 12.9 KM (8.0 MI) NORTHEAST OF RED
 DD1787'BLUFF CROSSROADS, LOCATED ON PROPERTY OWNED BY DAVID MARLOWE,
 DD1787'RT 2, LORIS, SC 29569.
 DD1787'
 DD1787'TO REACH THE STATION FROM THE POST OFFICE IN LORIS AT
 DD1787'THE JUNCTION OF S.R. 905 AND STATE HIGHWAY 9, GO NORTHERLY ON
 DD1787'STATE HIGHWAY 9 FOR 4.5 KM (2.8 MI) TO A DIRT DRIVEWAY
 DD1787'AT A FARM HOUSE ON THE LEFT, TURN LEFT, AND GO SOUTH
 DD1787'ON A FARM ROAD FOR 0.24 KM (0.15 MI) TO A METAL SHED AND
 DD1787'THE STATION ON THE LEFT.
 DD1787'
 DD1787'THE STATION IS A STANDARD SCGS DISK
 DD1787'STAMPED---026 070 1981---,
 DD1787'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1787'FLUSH WITH GROUND.  IT IS LOCATED
 DD1787'30.5 METERS (100 FT) WEST-NORTHWEST FROM A METAL WITNESS POST,
 DD1787'29.6 METERS (97.0 FT) SOUTHWEST FROM THE WEST END OF A CONCRETE
 DD1787'CULVERT,
 DD1787'29.1 METERS (95.5 FT) WEST FROM THE NORTHWEST CORNER OF A BARN,
 DD1787'27.4 METERS (90.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF A DIRT
 DD1787'DRIVE, AND 17.1 METERS (56.0 FEET) EAST FROM A 19 INCH TREE.
 DD1787'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 DD1787'STAMPED---026 070 1981---,
 DD1787'SET INTO AN IRREGULAR MASS OF CONCRETE 3.7 METERS BELOW THE SURFACE.
 DD1787'
 DD1787'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1787'STAMPED---RM 1 026 070 1981---,
 DD1787'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1787'FLUSH WITH GROUND.  IT IS LOCATED
 DD1787'39.0 METERS (128.0 FT) SOUTH FROM THE CENTERLINE OF THE DIRT
 DD1787'DRIVE,
 DD1787'.91 METER (3.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 DD1787'METAL BARN AND .61 METERS (2.0 FEET) SOUTH SOUTHWEST OF A METAL
 DD1787'WITNESS POST,
 DD1787'MARK IS LEVEL WITH STATION.
 DD1787'
 DD1787'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD1787'STAMPED---026 070 1981---,
 DD1787'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD1787'FLUSH WITH GROUND.  IT IS LOCATED
 DD1787'26.4 METERS (86.7 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 DD1787'BRICK HOUSE,
 DD1787'12.5 METERS (41.1 FT) WEST FROM THE CENTERLINE OF HIGHWAY 9, AND
 DD1787'0.5 METERS (1.8 FEET) NORTHWEST OF A METAL WITNESS POST.
 DD1787'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON STATE
 DD1787'HIGHWAY 9 FOR O.4 KM (0.25 MI) TO THE MARK ON THE LEFT.
 DD1787
 DD1787                          STATION RECOVERY (1986)
 DD1787
 DD1787'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1787'16.0 KM (9.95 MI) SE FROM LORIS.
 DD1787'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1787'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1787'CONTINUE 6.85 KM (4.25 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, THENCE
 DD1787'0.25 KM (0.15 MI) WEST ALONG A SAND FARM ROAD, SET NEAR THE NORTH EDGE
 DD1787'OF A POND, WEST OF A TIN SHED, 11.45 METERS (37.57 FT) NORTH OF THE
 DD1787'EDGE OF THE POND, 28.9 METERS (94.82 FT) SOUTH OF THE CENTER OF THE
 DD1787'ROAD, 30.55 METERS (100.23 FT) WEST NORTHWEST OF THE SOUTHWEST CORNER
 DD1787'OF THE TIN SHED, 17.1 METERS (56.1 FT) EAST SOUTHEAST OF A 20 INCH
 DD1787'HICKORY TREE.
 DD1787'THE MARK IS 17.2 METERS  ENE FROM A WITNESS POST.
 DD1787'THE MARK IS 0.30 M ABOVE ROAD.
 DD1787
 DD1787                          STATION RECOVERY (1987)
 DD1787
 DD1787'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1789 ***********************************************************************
 DD1789  DESIGNATION -  026 070 AZ MK 2
 DD1789  PID         -  DD1789
 DD1789  STATE/COUNTY-  SC/HORRY
 DD1789  USGS QUAD   -  LONGS (1990)
 DD1789
 DD1789                         *CURRENT SURVEY CONTROL
 DD1789  ___________________________________________________________________
 DD1789* NAD 83(2001)-  33 58 51.10899(N)    078 44 42.34960(W)     ADJUSTED  
 DD1789* NAVD 88     -         9.590  (meters)      31.46   (feet)  ADJUSTED  
 DD1789  ___________________________________________________________________
 DD1789  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 DD1789  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1789  DYNAMIC HT  -           9.581 (meters)      31.43  (feet)  COMP
 DD1789  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 DD1789
 DD1789  HORZ ORDER  -  THIRD
 DD1789  VERT ORDER  -  FIRST     CLASS II
 DD1789
 DD1789.The horizontal coordinates were established by classical geodetic methods
 DD1789.and adjusted by the National Geodetic Survey in March 2004..
 DD1789.No horizontal observational check was made to the station.
 DD1789
 DD1789.The orthometric height was determined by differential leveling
 DD1789.and adjusted by the National Geodetic Survey in June 1991..
 DD1789
 DD1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1789
 DD1789.The geoid height was determined by GEOID03.
 DD1789
 DD1789.The dynamic height is computed by dividing the NAVD 88
 DD1789.geopotential number by the normal gravity value computed on the
 DD1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1789.degrees latitude (g = 980.6199 gals.).
 DD1789
 DD1789.The modeled gravity was interpolated from observed gravity values.
 DD1789
 DD1789;                    North         East     Units Scale Factor Converg.
 DD1789;SPC SC       -   240,425.373   817,908.968   MT  0.99980838   +1 15 00.4
 DD1789;SPC SC       -   788,797.16  2,683,428.37   iFT  0.99980838   +1 15 00.4
 DD1789;UTM  17      - 3,762,325.837   708,302.417   MT  1.00013491   +1 15 38.7
 DD1789
 DD1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1789!SPC SC       -   1.00000395  x   0.99980838  =   0.99981233
 DD1789!UTM  17      -   1.00000395  x   1.00013491  =   1.00013886
 DD1789
 DD1789                          SUPERSEDED SURVEY CONTROL
 DD1789
 DD1789  NAD 83(1986)-  33 58 51.11728(N)    078 44 42.35506(W) AD(       ) 3
 DD1789  NGVD 29 (03/21/89)    9.909  (m)           32.51   (f) ADJUSTED    1 2
 DD1789
 DD1789.Superseded values are not recommended for survey control.
 DD1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1789.See file dsdata.txt to determine how the superseded data were derived.
 DD1789
 DD1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0830262326(NAD 83)
 DD1789_MARKER: DD = SURVEY DISK
 DD1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1789_SP_SET: CONCRETE POST
 DD1789_STAMPING: AZ MK 026 070 1981 NO 2 1986
 DD1789_MARK LOGO: SCGS  
 DD1789_PROJECTION: RECESSED 3 CENTIMETERS
 DD1789_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1789
 DD1789  HISTORY     - Date     Condition        Report By
 DD1789  HISTORY     - 1986     MONUMENTED       SCGS
 DD1789  HISTORY     - 19870609 GOOD             SCGS
 DD1789
 DD1789                          STATION DESCRIPTION
 DD1789
 DD1789'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1789'15.8 KM (9.8 MI) SE FROM LORIS.
 DD1789'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1789'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1789'CONTINUE 6.35 KM (3.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, SET
 DD1789'NEAR THE SOUTHEAST CORNER OF A BRICK HOUSE, 6.95 METERS (22.8 FT)
 DD1789'NORTHWEST OF A 25 INCH PINE TREE, 10.0 METERS (32.81 FT) WEST
 DD1789'SOUTHWEST OF A 22 INCH POST OAK TREE, 5.89 METERS (19.32 FT) SOUTH
 DD1789'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 12.15 METERS
 DD1789'(39.86 FT) NORTH OF THE CENTER OF A SAND FARM ROAD LEADING WEST,
 DD1789'26.25 METERS (86.12 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 DD1789'THE HIGHWAY.
 DD1789'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1789
 DD1789                          STATION RECOVERY (1987)
 DD1789
 DD1789'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1788 ***********************************************************************
 DD1788  DESIGNATION -  026 070 RM 1
 DD1788  PID         -  DD1788
 DD1788  STATE/COUNTY-  SC/HORRY
 DD1788  USGS QUAD   -  LONGS (1990)
 DD1788
 DD1788                         *CURRENT SURVEY CONTROL
 DD1788  ___________________________________________________________________
 DD1788* NAD 83(2001)-  33 58 32.19296(N)    078 44 44.07396(W)     ADJUSTED  
 DD1788* NAVD 88     -        11.832  (meters)      38.82   (feet)  ADJUSTED  
 DD1788  ___________________________________________________________________
 DD1788  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 DD1788  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1788  DYNAMIC HT  -          11.820 (meters)      38.78  (feet)  COMP
 DD1788  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 DD1788
 DD1788  HORZ ORDER  -  THIRD
 DD1788  VERT ORDER  -  FIRST     CLASS II
 DD1788
 DD1788.The horizontal coordinates were established by classical geodetic methods
 DD1788.and adjusted by the National Geodetic Survey in March 2004..
 DD1788.No horizontal observational check was made to the station.
 DD1788
 DD1788.The orthometric height was determined by differential leveling
 DD1788.and adjusted by the National Geodetic Survey in June 1991..
 DD1788
 DD1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1788
 DD1788.The geoid height was determined by GEOID03.
 DD1788
 DD1788.The dynamic height is computed by dividing the NAVD 88
 DD1788.geopotential number by the normal gravity value computed on the
 DD1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1788.degrees latitude (g = 980.6199 gals.).
 DD1788
 DD1788.The modeled gravity was interpolated from observed gravity values.
 DD1788
 DD1788;                    North         East     Units Scale Factor Converg.
 DD1788;SPC SC       -   239,841.824   817,877.437   MT  0.99980789   +1 14 59.5
 DD1788;SPC SC       -   786,882.62  2,683,324.92   iFT  0.99980789   +1 14 59.5
 DD1788;UTM  17      - 3,761,742.091   708,270.983   MT  1.00013475   +1 15 37.1
 DD1788
 DD1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1788!SPC SC       -   1.00000360  x   0.99980789  =   0.99981149
 DD1788!UTM  17      -   1.00000360  x   1.00013475  =   1.00013835
 DD1788
 DD1788                          SUPERSEDED SURVEY CONTROL
 DD1788
 DD1788  NAD 83(1986)-  33 58 32.20128(N)    078 44 44.07991(W) AD(       ) 3
 DD1788  NGVD 29 (03/21/89)   12.150  (m)           39.86   (f) ADJUSTED    1 2
 DD1788
 DD1788.Superseded values are not recommended for survey control.
 DD1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1788.See file dsdata.txt to determine how the superseded data were derived.
 DD1788
 DD1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0827161742(NAD 83)
 DD1788_MARKER: DD = SURVEY DISK
 DD1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1788_SP_SET: CONCRETE POST
 DD1788_STAMPING: RM 1 026 - 070 1981
 DD1788_MARK LOGO: SCGS  
 DD1788_PROJECTION: FLUSH
 DD1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1788+STABILITY: SURFACE MOTION
 DD1788
 DD1788  HISTORY     - Date     Condition        Report By
 DD1788  HISTORY     - 1981     MONUMENTED       SCGS
 DD1788  HISTORY     - 1986     GOOD             SCGS
 DD1788  HISTORY     - 19870609 GOOD             SCGS
 DD1788
 DD1788                          STATION DESCRIPTION
 DD1788
 DD1788'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1788'16.0 KM (9.95 MI) SE FROM LORIS.
 DD1788'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1788'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1788'CONTINUE 6.85 KM (4.25 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, THENCE
 DD1788'0.25 KM (0.15 MI) WEST ALONG A SAND FARM ROAD, SET AT THE SOUTHWEST
 DD1788'CORNER OF A TIN SHED, 0.95 METER (3.12 FT) SOUTH SOUTHWEST OF THE
 DD1788'SOUTHWEST CORNER OF THE SHED, 14.18 METERS (46.52 FT) NORTH NORTHWEST
 DD1788'OF A 20 INCH HICKORY TREE, 25.0 METERS (82.02 FT) EAST NORTHEAST OF
 DD1788'THE EDGE OF THE NORTHEAST CORNER OF A POND, 39.4 METERS (129.27 FT)
 DD1788'SOUTH OF THE CENTER OF THE SAND FARM ROAD, 30.68 METERS (100.66 FT)
 DD1788'EAST SOUTHEAST OF SURVEY MARK 026 070 SCGS.
 DD1788'THE MARK IS 0.63 METERS  S FROM A WITNESS POST.
 DD1788'THE MARK IS 0.20 M ABOVE ROAD.
 DD1788
 DD1788                          STATION RECOVERY (1987)
 DD1788
 DD1788'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1759 ***********************************************************************
 EB1759  DESIGNATION -  026 071
 EB1759  PID         -  EB1759
 EB1759  STATE/COUNTY-  SC/HORRY
 EB1759  USGS QUAD   -  GORETOWN (1975)
 EB1759
 EB1759                         *CURRENT SURVEY CONTROL
 EB1759  ___________________________________________________________________
 EB1759* NAD 83(2001)-  34 01 21.78841(N)    078 48 17.18187(W)     ADJUSTED  
 EB1759* NAVD 88     -        23.809  (meters)      78.11   (feet)  ADJUSTED  
 EB1759  ___________________________________________________________________
 EB1759  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 EB1759  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EB1759  DYNAMIC HT  -          23.785 (meters)      78.03  (feet)  COMP
 EB1759  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 EB1759
 EB1759  HORZ ORDER  -  SECOND
 EB1759  VERT ORDER  -  FIRST     CLASS II
 EB1759
 EB1759.The horizontal coordinates were established by classical geodetic methods
 EB1759.and adjusted by the National Geodetic Survey in March 2004..
 EB1759
 EB1759.The orthometric height was determined by differential leveling
 EB1759.and adjusted by the National Geodetic Survey in June 1991..
 EB1759
 EB1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1759
 EB1759.The geoid height was determined by GEOID03.
 EB1759
 EB1759.The dynamic height is computed by dividing the NAVD 88
 EB1759.geopotential number by the normal gravity value computed on the
 EB1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1759.degrees latitude (g = 980.6199 gals.).
 EB1759
 EB1759.The modeled gravity was interpolated from observed gravity values.
 EB1759
 EB1759;                    North         East     Units Scale Factor Converg.
 EB1759;SPC SC       -   244,947.456   812,298.356   MT  0.99981261   +1 13 01.3
 EB1759;SPC SC       -   803,633.39  2,665,020.85   iFT  0.99981261   +1 13 01.3
 EB1759;UTM  17      - 3,766,848.230   702,689.183   MT  1.00010646   +1 13 43.3
 EB1759
 EB1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1759!SPC SC       -   1.00000169  x   0.99981261  =   0.99981430
 EB1759!UTM  17      -   1.00000169  x   1.00010646  =   1.00010815
 EB1759
 EB1759:                Primary Azimuth Mark                     Grid Az
 EB1759:SPC SC       -  026 071 AZ MK                            061 43 51.8
 EB1759:UTM  17      -  026 071 AZ MK                            061 43 09.8
 EB1759
 EB1759|---------------------------------------------------------------------|
 EB1759| PID    Reference Object                     Distance      Geod. Az  |
 EB1759|                                                           dddmmss.s |
 EB1759| EB1760 026 071 AZ MK                       413.143 METERS 0625653.1 |
 EB1759| EB1761 026 071 RM 1                         24.520 METERS 25951     |
 EB1759|---------------------------------------------------------------------|
 EB1759
 EB1759                          SUPERSEDED SURVEY CONTROL
 EB1759
 EB1759  NAD 83(1986)-  34 01 21.79605(N)    078 48 17.18744(W) AD(       ) 2
 EB1759  NAD 27      -  34 01 21.17757(N)    078 48 18.10997(W) AD(       ) 2
 EB1759  NGVD 29 (03/21/89)   24.126  (m)           79.15   (f) ADJUSTED    1 2
 EB1759
 EB1759.Superseded values are not recommended for survey control.
 EB1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1759.See file dsdata.txt to determine how the superseded data were derived.
 EB1759
 EB1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0268966848(NAD 83)
 EB1759_MARKER: DD = SURVEY DISK
 EB1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1759_SP_SET: CONCRETE POST
 EB1759_STAMPING: HORZ 026 - 071 1981
 EB1759_MARK LOGO: SCGS  
 EB1759_PROJECTION: RECESSED 3 CENTIMETERS
 EB1759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1759+STABILITY: SURFACE MOTION
 EB1759
 EB1759  HISTORY     - Date     Condition        Report By
 EB1759  HISTORY     - 1982     MONUMENTED       SCGS
 EB1759  HISTORY     - 1986     GOOD             SCGS
 EB1759
 EB1759                          STATION DESCRIPTION
 EB1759
 EB1759'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB1759'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) NORTH OF RED
 EB1759'BLUFF CROSS ROADS (JUNCTION OF HIGHWAY 31 AND STATE
 EB1759'HIGHWAY 905, 11.3 KM (7.0 MI) NORTHWEST OF LONGS
 EB1759'CROSS ROADS (JUNCTION OF STATE HIGHWAY 9 AND STATE
 EB1759'HIGHWAY 905) AND 8.8 KM (5.5 MI) EAST OF LORIS. THE STATION
 EB1759'IS LOCATED BEHIND SWEET HOME SCHOOL.
 EB1759'
 EB1759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB1759'701 AND STATE HIGHWAY 9 IN LORIS, GO EAST ON HIGHWAY
 EB1759'9 FOR 8.8 KM (5.65 MI) TO SWEET HOME SCHOOL ON THE LEFT
 EB1759'AND THE STATION BEHIND THE SCHOOL.
 EB1759'
 EB1759'THE STATION IS A STANDARD SCGS DISK
 EB1759'STAMPED---026 071 1981---,
 EB1759'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EB1759'FLUSH WITH GROUND.  IT IS LOCATED
 EB1759'42.4 METERS (139.0 FT) NORTH-NORTHWEST FROM A POWER POLE WITH A
 EB1759'TRANSFORMER,
 EB1759'38.5 METERS (126.5 FT) NORTHEAST FROM THE NORTH CORNER OF THE
 EB1759'SCHOOL BUILDING, 34.9
 EB1759'34.9 METERS (114.5 FT) NORTH FROM THE NORTH CORNER OF A CONCRETE
 EB1759'PUMP HOUSE, AND 24.2 METERS (79.5 FEET) EAST FROM THE EAST CORNER
 EB1759'OF A CONCRETE SLAB AT RM 1.
 EB1759'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EB1759'STAMPED---026 071 1981---,
 EB1759'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EB1759'
 EB1759'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 EB1759'STAMPED---RM 1 026 071 1981---,
 EB1759'SET IN THE TOP OF THE EAST CORNER OF THE NORTHEAST END OF
 EB1759'A CONCRETE SIDEWALK ADJACENT TO A CONCRETE SLAB AND THE
 EB1759'SCHOOL BUILDING.
 EB1759'IT IS LOCATED
 EB1759'19.3 METERS (63.5 FT) NORTH-NORTHEAST FROM THE NORTH CORNER OF
 EB1759'THE SCHOOL HOUSE.
 EB1759'MARK IS LEVEL WITH STATION.
 EB1759'
 EB1759'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 EB1759'STAMPED---AZ MK 026 071 1981---,
 EB1759'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EB1759'FLUSH WITH GROUND.  IT IS LOCATED
 EB1759'22.9 METERS (75.1 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER
 EB1759'THE SPRINGFIELD BAPTIST CHURCH,
 EB1759'12.2 METERS (40.0 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 EB1759'ROAD,
 EB1759'0.5 METER (1.8 FT) NORTH-NORTHWEST FROM A POWER POLE AND 0.5
 EB1759'METER (1.8 FT) SOUTHWEST FROM A METAL WITNESS POST.
 EB1759'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ON
 EB1759'COUNTY ROAD 450 FOR 0.5 KM (0.3 MI) TO THE MARK ON RIGHT AT THE
 EB1759'SPRINGFIELD BAPTIST CHURCH.
 EB1759
 EB1759                          STATION RECOVERY (1986)
 EB1759
 EB1759'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1759'8.7 KM (5.4 MI) SE FROM LORIS.
 EB1759'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1759'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1759'SET BEHIND THE SWEET HOME SCHOOL (ABANDONED BRICK BUILDING),
 EB1759'32.97 METERS (108.17 FT) NORTHEAST OF THE BACK FACE OF THE BUILDING,
 EB1759'38.48 METERS (126.25 FT) EAST NORTHEAST OF THE NORTH CORNER OF THE
 EB1759'SCHOOL, 34.87 METERS (114.40 FT) NORTH NORTHWEST OF THE NORTH CORNER
 EB1759'OF A WATER PUMP SHED, 37.08 METERS (121.65 FT) EAST NORTHEAST OF A
 EB1759'POWER POLE WITH A YARD LIGHT.
 EB1759'THE MARK IS ABOVE LEVEL WITH CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1760 ***********************************************************************
 EB1760  DESIGNATION -  026 071 AZ MK
 EB1760  PID         -  EB1760
 EB1760  STATE/COUNTY-  SC/HORRY
 EB1760  USGS QUAD   -  GORETOWN (1975)
 EB1760
 EB1760                         *CURRENT SURVEY CONTROL
 EB1760  ___________________________________________________________________
 EB1760* NAD 83(2001)-  34 01 27.88636(N)    078 48 02.83996(W)     ADJUSTED  
 EB1760* NAVD 88     -        21.320  (meters)      69.95   (feet)  ADJUSTED  
 EB1760  ___________________________________________________________________
 EB1760  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 EB1760  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EB1760  DYNAMIC HT  -          21.299 (meters)      69.88  (feet)  COMP
 EB1760  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 EB1760
 EB1760  HORZ ORDER  -  SECOND
 EB1760  VERT ORDER  -  FIRST     CLASS II
 EB1760
 EB1760.The horizontal coordinates were established by classical geodetic methods
 EB1760.and adjusted by the National Geodetic Survey in March 2004..
 EB1760
 EB1760.The orthometric height was determined by differential leveling
 EB1760.and adjusted by the National Geodetic Survey in June 1991..
 EB1760
 EB1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1760
 EB1760.The geoid height was determined by GEOID03.
 EB1760
 EB1760.The dynamic height is computed by dividing the NAVD 88
 EB1760.geopotential number by the normal gravity value computed on the
 EB1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1760.degrees latitude (g = 980.6199 gals.).
 EB1760
 EB1760.The modeled gravity was interpolated from observed gravity values.
 EB1760
 EB1760;                    North         East     Units Scale Factor Converg.
 EB1760;SPC SC       -   245,143.088   812,662.157   MT  0.99981279   +1 13 09.3
 EB1760;SPC SC       -   804,275.22  2,666,214.43   iFT  0.99981279   +1 13 09.3
 EB1760;UTM  17      - 3,767,043.994   703,053.052   MT  1.00010828   +1 13 51.5
 EB1760
 EB1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1760!SPC SC       -   1.00000208  x   0.99981279  =   0.99981487
 EB1760!UTM  17      -   1.00000208  x   1.00010828  =   1.00011036
 EB1760
 EB1760                          SUPERSEDED SURVEY CONTROL
 EB1760
 EB1760  NAD 83(1986)-  34 01 27.89397(N)    078 48 02.84554(W) AD(       ) 2
 EB1760  NAD 27      -  34 01 27.27512(N)    078 48 03.76817(W) AD(       ) 2
 EB1760  NGVD 29 (03/21/89)   21.637  (m)           70.99   (f) ADJUSTED    1 2
 EB1760
 EB1760.Superseded values are not recommended for survey control.
 EB1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1760.See file dsdata.txt to determine how the superseded data were derived.
 EB1760
 EB1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0305367044(NAD 83)
 EB1760_MARKER: DD = SURVEY DISK
 EB1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1760_SP_SET: CONCRETE POST
 EB1760_STAMPING: AZ MK 026 - 071 1981
 EB1760_MARK LOGO: SCGS  
 EB1760_PROJECTION: RECESSED 2 CENTIMETERS
 EB1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1760+STABILITY: SURFACE MOTION
 EB1760
 EB1760  HISTORY     - Date     Condition        Report By
 EB1760  HISTORY     - 1981     MONUMENTED       MJH
 EB1760  HISTORY     - 1986     GOOD             SCGS
 EB1760
 EB1760                          STATION DESCRIPTION
 EB1760
 EB1760'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1760'8.8 KM (5.5 MI) SE FROM LORIS.
 EB1760'8.75 KM (5.45 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1760'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1760'THENCE 0.5 KM (0.3 MI) EASTERLY ALONG STATE ROAD 563, SET IN THE
 EB1760'PARKING LOT IN FRONT OF A CONCRETE BLOCK BUILDING NEXT TO THE
 EB1760'SPRINGFIELD BAPTIST CHURCH, 1.36 METERS (4.46 FT) WEST OF AN 18 INCH
 EB1760'PINE TREE, 0.55 METER (1.8 FT) NORTH NORTHWEST OF A POWER POLE WITH A
 EB1760'SAFETY LIGHT, 20.7 METERS (67.91 FT) NORTHWEST OF THE NORTHEAST CORNER
 EB1760'OF THE BUILDING, 12.24 METERS (40.16 FT) SOUTH SOUTHEAST OF THE CENTER
 EB1760'OF THE ROAD, 9.93 METERS (32.58 FT) EAST OF THE NORTH CORNER OF A
 EB1760'BRICK RETAINING WALL, 23.0 METERS (75.46 FT) NORTHEAST OF THE NORTH
 EB1760'CORNER OF THE MAIN PORTION OF THE CHURCH.
 EB1760'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1761 ***********************************************************************
 EB1761  DESIGNATION -  026 071 RM 1
 EB1761  PID         -  EB1761
 EB1761  STATE/COUNTY-  SC/HORRY
 EB1761  USGS QUAD   -  GORETOWN (1975)
 EB1761
 EB1761                         *CURRENT SURVEY CONTROL
 EB1761  ___________________________________________________________________
 EB1761* NAD 83(1986)-  34 01 23.     (N)    078 48 16.     (W)     SCALED    
 EB1761* NAVD 88     -        23.622  (meters)      77.50   (feet)  ADJUSTED  
 EB1761  ___________________________________________________________________
 EB1761  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EB1761  DYNAMIC HT  -          23.599 (meters)      77.42  (feet)  COMP
 EB1761  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 EB1761
 EB1761  VERT ORDER  -  FIRST     CLASS II
 EB1761
 EB1761.The horizontal coordinates were scaled from a topographic map and have
 EB1761.an estimated accuracy of +/- 6 seconds.
 EB1761
 EB1761.The orthometric height was determined by differential leveling
 EB1761.and adjusted by the National Geodetic Survey in June 1991..
 EB1761
 EB1761.The geoid height was determined by GEOID03.
 EB1761
 EB1761.The dynamic height is computed by dividing the NAVD 88
 EB1761.geopotential number by the normal gravity value computed on the
 EB1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1761.degrees latitude (g = 980.6199 gals.).
 EB1761
 EB1761.The modeled gravity was interpolated from observed gravity values.
 EB1761
 EB1761;                    North         East    Units  Estimated Accuracy
 EB1761;SPC SC       -   244,990.      812,330.      MT  (+/- 180 meters Scaled)
 EB1761
 EB1761                          SUPERSEDED SURVEY CONTROL
 EB1761
 EB1761  NGVD 29 (03/21/89)   23.940  (m)           78.54   (f) ADJUSTED    1 2
 EB1761
 EB1761.Superseded values are not recommended for survey control.
 EB1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1761.See file dsdata.txt to determine how the superseded data were derived.
 EB1761
 EB1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT027668(NAD 83)
 EB1761_MARKER: DD = SURVEY DISK
 EB1761_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EB1761_SP_SET: CONCRETE SIDEWALK
 EB1761_STAMPING: RM 1 026 - 071 1981
 EB1761_MARK LOGO: SCGS  
 EB1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB1761
 EB1761  HISTORY     - Date     Condition        Report By
 EB1761  HISTORY     - 1981     MONUMENTED       SCGS
 EB1761  HISTORY     - 1986     GOOD             SCGS
 EB1761  HISTORY     - 20041029 GOOD             USPSQD
 EB1761
 EB1761                          STATION DESCRIPTION
 EB1761
 EB1761'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1761'8.7 KM (5.4 MI) SE FROM LORIS.
 EB1761'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1761'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1761'SET IN A CONCRETE WALKWAY NEAR A CONCRETE SLAB BEHIND THE SWEET HOME
 EB1761'SCHOOL (ABANDONED BRICK BUILDING), 19.33 METERS (63.42 FT) NORTH
 EB1761'NORTHEAST OF THE NORTH CORNER OF THE BUILDING, 0.37 METER (1.21 FT)
 EB1761'SOUTHEAST OF THE EAST CORNER OF THE 24 FOOT BY 50 FOOT CONCRETE SLAB,
 EB1761'16.05 METERS (52.66 FT) NORTHEAST OF A POWER POLE WITH A YARD LIGHT
 EB1761'AND A GUY WIRE, 24.53 METERS (80.48 FT) WEST OF SURVEY MARK 026 071
 EB1761'SCGS.
 EB1761
 EB1761                          STATION RECOVERY (2004)
 EB1761
 EB1761'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2751 ***********************************************************************
 DD2751  DESIGNATION -  026 072
 DD2751  PID         -  DD2751
 DD2751  STATE/COUNTY-  SC/HORRY
 DD2751  USGS QUAD   -  ADRIAN (1980)
 DD2751
 DD2751                         *CURRENT SURVEY CONTROL
 DD2751  ___________________________________________________________________
 DD2751* NAD 83(2001)-  33 53 16.88523(N)    079 02 55.45154(W)     ADJUSTED  
 DD2751* NAVD 88     -        10.5    (meters)      34.     (feet)  VERTCON   
 DD2751  ___________________________________________________________________
 DD2751  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DD2751  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 DD2751
 DD2751  HORZ ORDER  -  SECOND
 DD2751
 DD2751.The horizontal coordinates were established by classical geodetic methods
 DD2751.and adjusted by the National Geodetic Survey in March 2004..
 DD2751
 DD2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2751
 DD2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2751
 DD2751.The geoid height was determined by GEOID03.
 DD2751
 DD2751;                    North         East     Units Scale Factor Converg.
 DD2751;SPC SC       -   229,560.485   790,056.592   MT  0.99980091   +1 04 54.4
 DD2751;SPC SC       -   753,151.20  2,592,049.19   iFT  0.99980091   +1 04 54.4
 DD2751;UTM  17      - 3,751,453.972   680,444.349   MT  1.00000140   +1 05 17.7
 DD2751
 DD2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2751!SPC SC       -   1.00000370  x   0.99980091  =   0.99980461
 DD2751!UTM  17      -   1.00000370  x   1.00000140  =   1.00000510
 DD2751
 DD2751|---------------------------------------------------------------------|
 DD2751| PID    Reference Object                     Distance      Geod. Az  |
 DD2751|                                                           dddmmss.s |
 DD2751| DD2749 026 072 AZ MK                       319.097 METERS 01220     |
 DD2751| DD3719 026 072 RM 1                         24.199 METERS 19736     |
 DD2751|---------------------------------------------------------------------|
 DD2751
 DD2751                          SUPERSEDED SURVEY CONTROL
 DD2751
 DD2751  NAD 83(1986)-  33 53 16.89288(N)    079 02 55.45545(W) AD(       ) 2
 DD2751  NAD 27      -  33 53 16.28077(N)    079 02 56.32475(W) AD(       ) 2
 DD2751  NGVD 29 (07/19/86)   10.8    (m)           35.     (f) VERT ANG       
 DD2751
 DD2751.Superseded values are not recommended for survey control.
 DD2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2751.See file dsdata.txt to determine how the superseded data were derived.
 DD2751
 DD2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8044451454(NAD 83)
 DD2751_MARKER: DD = SURVEY DISK
 DD2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2751_SP_SET: CONCRETE POST
 DD2751_STAMPING: 026 072 1981
 DD2751_MARK LOGO: SCGS  
 DD2751_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD2751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2751+STABILITY: SURFACE MOTION
 DD2751
 DD2751  HISTORY     - Date     Condition        Report By
 DD2751  HISTORY     - 1981     MONUMENTED       SCGS
 DD2751  HISTORY     - 1981     GOOD             SCGS
 DD2751  HISTORY     - 1987     GOOD             USPSQD
 DD2751  HISTORY     - 19930920 GOOD             SCGS
 DD2751
 DD2751                          STATION DESCRIPTION
 DD2751
 DD2751'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2751'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI) SOUTH OF
 DD2751'THE TOWN OF LORIS, 19.3 KM (12 MI) EAST OF AYNOR AND
 DD2751'STATION IS LOCATED AT THE HORRY COUNTY SCHOOL BUS MANTENANCE
 DD2751'SHOP ON THE WEST SIDE OF U.S. 701.
 DD2751'
 DD2751'TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD2751'HIGHWAY 319 AND U.S. 701, GO NORTH ON U.S. 701 FOR 0.4 KM
 DD2751'(0.25 MI) TO THE STATION ON THE LEFT. THE STATION IS
 DD2751'3.2 KM (2.0 MI) NORTH OF NORTH CONWAY.
 DD2751'
 DD2751'THE STATION IS A STANDARD SCGS DISK
 DD2751'STAMPED---026 072 1981---,
 DD2751'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD2751'FLUSH WITH GROUND.  IT IS LOCATED
 DD2751'33.2 METERS (109.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 DD2751'SCHOOL BUS REPAIR STATION.
 DD2751'29.3 METERS (96.0 FT) WEST FROM THE CENTERLINE OF HIGHWAY 701.
 DD2751'28.6 METERS (94.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A 6
 DD2751'FOOT CHAIN LINK FENCE.
 DD2751'23.9 METERS (78.5 FT) NORTH FROM THE NORTH CORNER OF THE CHAIN
 DD2751'LINK FENCE, AND 19.5 METERS (64.0 FEET) NORTH OF A POWER POLE.
 DD2751'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 DD2751'STAMPED---026 072 1981---,
 DD2751'SET INTO AN IRREGULAR MASS OF CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD2751'
 DD2751'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD2751'STAMPED---RM 1 026 072 1981---,
 DD2751'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD2751'FLUSH WITH GROUND.  IT IS LOCATED
 DD2751'49.7 METERS (163.0 FT) SOUTH FROM THE SOUTH CORNER OF THE SCHOOL
 DD2751'BUS REPAIR STATION.
 DD2751'39.3 METERS (129.0 FT) SOUTHWEST FROM A POWER POLE.
 DD2751'34.4 METERS (113.0 FT) WEST FROM THE CENTER LINE OF HIGHWAY 701,
 DD2751'AND 0.7
 DD2751'34.4 METERS (113.0 FT) WEST FROM THE CENTERLINE OF HIGHWAY 701,
 DD2751'0.7 METER (2.3 FT) SOUTHWEST FROM THE CORNER OF A CHAIN LINK
 DD2751'FENCE.
 DD2751'MARK IS LEVEL WITH STATION.
 DD2751'
 DD2751'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD2751'STAMPED---AZ MK 026 072 1981---,
 DD2751'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD2751'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 DD2751'11.9 METERS (39.0 FT) EAST FROM THE CENTERLINE OF HIGHWAY 701,
 DD2751'5.0 METERS (16.55 FT) SOUTH FROM A GUIDE CABLE ANCHOR,
 DD2751'1.1 METERS (3.5 FT) EAST FROM A GUIDE POWER LINE POLE, AND 0.3
 DD2751'METER (1.0 FEET) WEST FROM A METAL WITNESS POST.
 DD2751'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY
 DD2751'ON U.S. HIGHWAY 701 FOR 0.3 KM (0.2 MI) TO THE AZIMUTH
 DD2751'MARK ON THE RIGHT.
 DD2751
 DD2751                          STATION RECOVERY (1981)
 DD2751
 DD2751'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 DD2751'RECOVERED IN GOOD CONDITION.
 DD2751
 DD2751                          STATION RECOVERY (1987)
 DD2751
 DD2751'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD2751'RECOVERED IN GOOD CONDITION.
 DD2751
 DD2751                          STATION RECOVERY (1993)
 DD2751
 DD2751'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2751'STATION IS LOCATED 15.0 MILES (24.1 KM) SOUTH OF LORIS, 12.0 MILES
 DD2751'(19.3 KM) EAST OF AYNOR. OWNERSHIP--SCDOT, DIRECTOR OF
 DD2751'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD2751'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DD2751'319 AND U.S. HIGHWAY 701, 3.7 MILES (6.0 KM) NORTH OF CONWAY, GO
 DD2751'NORTH ON HIGHWAY 701 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE
 DD2751'LEFT AT THE HORRY COUNTY SCHOOL BUS MAINTENANCE SHOP. STATION IS A
 DD2751'CONCRETE POST FLUSH WITH THE GROUND, 33.2 METERS (108.9 FT) SOUTHEAST
 DD2751'OF THE SOUTHEAST CORNER OF THE SCHOOL BUS REPAIR STATION, 29.3 METERS
 DD2751'(96.1 FT) WEST OF THE CENTER OF THE HIGHWAY, 28.6 METERS (93.8 FT)
 DD2751'NORTHEAST OF THE NORTHEAST CORNER OF A 6-FOOT CHAIN LINK FENCE, 23.9
 DD2751'METERS (78.4 FT) NORTH OF THE NORTH CORNER OF THE CHAIN LINK FENCE,
 DD2751'19.5 METERS (64.0 FT) NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2749 ***********************************************************************
 DD2749  DESIGNATION -  026 072 AZ MK
 DD2749  PID         -  DD2749
 DD2749  STATE/COUNTY-  SC/HORRY
 DD2749  USGS QUAD   -  ADRIAN (1980)
 DD2749
 DD2749                         *CURRENT SURVEY CONTROL
 DD2749  ___________________________________________________________________
 DD2749* NAD 83(2001)-  33 53 27.00245(N)    079 02 52.79739(W)     ADJUSTED  
 DD2749* NAVD 88     -        10.3    (meters)      34.     (feet)  VERTCON   
 DD2749  ___________________________________________________________________
 DD2749  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DD2749  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DD2749
 DD2749  HORZ ORDER  -  SECOND
 DD2749
 DD2749.The horizontal coordinates were established by classical geodetic methods
 DD2749.and adjusted by the National Geodetic Survey in March 2004..
 DD2749
 DD2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2749
 DD2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2749
 DD2749.The geoid height was determined by GEOID03.
 DD2749
 DD2749;                    North         East     Units Scale Factor Converg.
 DD2749;SPC SC       -   229,873.379   790,118.881   MT  0.99980110   +1 04 55.9
 DD2749;SPC SC       -   754,177.75  2,592,253.55   iFT  0.99980110   +1 04 55.9
 DD2749;UTM  17      - 3,751,766.936   680,506.615   MT  1.00000168   +1 05 19.5
 DD2749
 DD2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2749!SPC SC       -   1.00000373  x   0.99980110  =   0.99980483
 DD2749!UTM  17      -   1.00000373  x   1.00000168  =   1.00000541
 DD2749
 DD2749                          SUPERSEDED SURVEY CONTROL
 DD2749
 DD2749  NAD 83(1986)-  33 53 27.01011(N)    079 02 52.80138(W) AD(       ) 2
 DD2749  NAD 27      -  33 53 26.39816(N)    079 02 53.67029(W) AD(       ) 2
 DD2749  NGVD 29 (07/19/86)   10.6    (m)           35.     (f) VERT ANG       
 DD2749
 DD2749.Superseded values are not recommended for survey control.
 DD2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2749.See file dsdata.txt to determine how the superseded data were derived.
 DD2749
 DD2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8050751767(NAD 83)
 DD2749_MARKER: DD = SURVEY DISK
 DD2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2749_SP_SET: CONCRETE POST
 DD2749_STAMPING: AZ MK 026 072 1981
 DD2749_MARK LOGO: SCGS  
 DD2749_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2749+STABILITY: SURFACE MOTION
 DD2749
 DD2749  HISTORY     - Date     Condition        Report By
 DD2749  HISTORY     - 1981     MONUMENTED       SCGS
 DD2749  HISTORY     - 1981     GOOD             SCGS
 DD2749  HISTORY     - 19930920 GOOD             SCGS
 DD2749
 DD2749                          STATION DESCRIPTION
 DD2749
 DD2749'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2749'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 319 AND
 DD2749'U.S. 701, GO NORTH ON U.S. 701 FOR 0.4 KM (0.25 MI) TO STATION
 DD2749'026 072 ON THE LEFT.  CONTINUE NORTHERLY ON U.S. HIGHWAY 701 FOR
 DD2749'0.3 KM  (0.2 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 DD2749'
 DD2749'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 DD2749'STAMPED---AZ MK 026 072 1981---,
 DD2749'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 DD2749'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 DD2749'11.9 METERS (39.0 FT) EAST FROM THE CENTERLINE OF HIGHWAY 701,
 DD2749'5.0 METERS (16.55 FT) SOUTH FROM A GUIDE CABLE ANCHOR,
 DD2749'1.1 METERS (3.5 FT) EAST FROM A GUIDE POWER LINE POLE, AND 0.3
 DD2749'METER (1.0 FEET) WEST FROM A METAL WITNESS POST.
 DD2749
 DD2749                          STATION RECOVERY (1981)
 DD2749
 DD2749'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 DD2749'RECOVERED IN GOOD CONDITION.
 DD2749
 DD2749                          STATION RECOVERY (1993)
 DD2749
 DD2749'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2749'STATION IS LOCATED 15.0 MILES (24.1 KM) SOUTH OF LORIS, 12.0 MILES
 DD2749'(19.3 KM) EAST OF AYNOR. OWNERSHIP--SCDOT, DIRECTOR OF
 DD2749'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD2749'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DD2749'319 AND U.S. HIGHWAY 701, 3.7 MILES (6.0 KM) NORTH OF CONWAY, GO
 DD2749'NORTH ON HIGHWAY 701 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE
 DD2749'RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST RECESSED 0.2
 DD2749'FOOT, 11.9 METERS (39.0 FT) EAST OF THE CENTER OF THE HIGHWAY, 5.0
 DD2749'METERS (16.4 FT) SOUTH OF A GUY WIRE ANCHOR, 0.3 METER (1.0 FT) WEST
 DD2749'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2745 ***********************************************************************
 DD2745  DESIGNATION -  026 073
 DD2745  PID         -  DD2745
 DD2745  STATE/COUNTY-  SC/HORRY
 DD2745  USGS QUAD   -  ADRIAN (1980)
 DD2745
 DD2745                         *CURRENT SURVEY CONTROL
 DD2745  ___________________________________________________________________
 DD2745* NAD 83(2001)-  33 56 47.55095(N)    079 00 38.71981(W)     ADJUSTED  
 DD2745* NAVD 88     -        19.8    (meters)      65.     (feet)  VERTCON   
 DD2745  ___________________________________________________________________
 DD2745  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DD2745  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DD2745
 DD2745  HORZ ORDER  -  SECOND
 DD2745
 DD2745.The horizontal coordinates were established by classical geodetic methods
 DD2745.and adjusted by the National Geodetic Survey in March 2004..
 DD2745
 DD2745.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2745
 DD2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2745
 DD2745.The geoid height was determined by GEOID03.
 DD2745
 DD2745;                    North         East     Units Scale Factor Converg.
 DD2745;SPC SC       -   236,115.867   793,443.816   MT  0.99980532   +1 06 10.2
 DD2745;SPC SC       -   774,658.36  2,603,162.13   iFT  0.99980532   +1 06 10.2
 DD2745;UTM  17      - 3,758,011.140   683,831.426   MT  1.00001661   +1 06 40.1
 DD2745
 DD2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2745!SPC SC       -   1.00000224  x   0.99980532  =   0.99980756
 DD2745!UTM  17      -   1.00000224  x   1.00001661  =   1.00001885
 DD2745
 DD2745:                Primary Azimuth Mark                     Grid Az
 DD2745:SPC SC       -  026 073 AZ MK                            290 39 57.4
 DD2745:UTM  17      -  026 073 AZ MK                            290 39 27.5
 DD2745
 DD2745|---------------------------------------------------------------------|
 DD2745| PID    Reference Object                     Distance      Geod. Az  |
 DD2745|                                                           dddmmss.s |
 DD2745| DD2746 026 073 AZ MK                       401.981 METERS 2914607.6 |
 DD2745| DD3720 026 073 RM 1                         27.400 METERS 34727     |
 DD2745|---------------------------------------------------------------------|
 DD2745
 DD2745                          SUPERSEDED SURVEY CONTROL
 DD2745
 DD2745  NAD 83(1986)-  33 56 47.55885(N)    079 00 38.72483(W) AD(       ) 2
 DD2745  NAD 27      -  33 56 46.94723(N)    079 00 39.60595(W) AD(       ) 2
 DD2745  NGVD 29 (07/19/86)   20.1    (m)           66.     (f) VERT ANG       
 DD2745
 DD2745.Superseded values are not recommended for survey control.
 DD2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2745.See file dsdata.txt to determine how the superseded data were derived.
 DD2745
 DD2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8383158011(NAD 83)
 DD2745_MARKER: DD = SURVEY DISK
 DD2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2745
 DD2745  HISTORY     - Date     Condition        Report By
 DD2745  HISTORY     - 1982     MONUMENTED       SCGS
 DD2745
 DD2745                          STATION DESCRIPTION
 DD2745
 DD2745'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2745'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) EAST OF THE TOWN OF
 DD2745'AYNOR, 16.1 KM (10 MI) SOUTHWEST OF LORIS, AND 12.9 KM (8 MI) NORTH
 DD2745'OF CONWAY ON COUNTY ROAD 97.  LOCATED AT ENTRANCE TO CONWAY MILL.
 DD2745'CONTACT-  TED HAGWOOD, MILL SUPERINTENDANT AT 365-5571.
 DD2745'
 DD2745'TO REACH THE STATION FROM THE JUNCTION OF U.S. 701 AND COUNTY ROAD 97
 DD2745'ABOUT 12.9 KM (8 MI) NORTH OF CONWAY, GO EAST ON COUNTY ROAD 97 FOR
 DD2745'.8 KM (0.5 MI) TO RAILROAD TRACKS AT SMALL COMMUNITY OF ADRIAN.
 DD2745'CONTINUE EAST ON COUNTY ROAD 97 FOR .9 KM (0.55 MI) TO ENTRANCE TO
 DD2745'CONWAY MILL ON LEFT AND STATION ON LEFT.
 DD2745'
 DD2745'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2745'---026 073 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2745'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 35.0 METERS NW FROM
 DD2745'CENTER LINE OF S26-7, 31.7 METERS E FROM CENTER LINE OF ENTRANCE ROAD
 DD2745'TO MILL, 38.2 METERS S FROM METAL LIGHT POLE, AND 63.1 METERS E U
 DD2745'FROM NDERGROUND JUNCTION CABLE BOX.
 DD2745'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2745'DISK STAMPED---026 073 1981---SET INTO AN IRREGULAR MASS OF
 DD2745'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD2745'
 DD2745'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2745'DISK STAMPED---RM 1 026 073 1981---SET INTO THE TOP OF A ROUND
 DD2745'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2745'10.8 METERS S FROM METAL LIGHT POLE, 13.1 METERS E FROM CENTER LINE
 DD2745'OF ENTRANCE TO MILL, 55.5 METERS N FROM CENTER LINE OF SC 97, AND
 DD2745'61.0 METERS E FROM UNDERGROUND CABLE JUNCTION BOX.
 DD2745'
 DD2745'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2745'STAMPED---026 073 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2745'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 43.3 METERS
 DD2745'NE FROM UNDERGROUND CABLE JUNCTION BOX,  1.4 METERS S FROM NO
 DD2745'TRESPASSING SIGN,  4.3 METERS SE FROM CENTER LINE OF DIM TRACK FIELD
 DD2745'ROAD, AND 51.5 METERS SE FROM CENTER LINE OF SC 97.
 DD2745'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON COUNTY
 DD2745'ROAD S-26-97 FOR 0.4 KM (0.25 MI) TO A DRIVEWAY ON THE RIGHT.  TURN
 DD2745'RIGHT AND GO APPROXIMATELY 150 FEET ON A DIM FIELD ROAD TO THE
 DD2745'AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2746 ***********************************************************************
 DD2746  DESIGNATION -  026 073 AZ MK
 DD2746  PID         -  DD2746
 DD2746  STATE/COUNTY-  SC/HORRY
 DD2746  USGS QUAD   -  ADRIAN (1980)
 DD2746
 DD2746                         *CURRENT SURVEY CONTROL
 DD2746  ___________________________________________________________________
 DD2746* NAD 83(2001)-  33 56 52.38914(N)    079 00 53.25807(W)     ADJUSTED  
 DD2746* NAVD 88     -        19.6    (meters)      64.     (feet)  VERTCON   
 DD2746  ___________________________________________________________________
 DD2746  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DD2746  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 DD2746
 DD2746  HORZ ORDER  -  SECOND
 DD2746
 DD2746.The horizontal coordinates were established by classical geodetic methods
 DD2746.and adjusted by the National Geodetic Survey in March 2004..
 DD2746
 DD2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2746
 DD2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2746
 DD2746.The geoid height was determined by GEOID03.
 DD2746
 DD2746;                    North         East     Units Scale Factor Converg.
 DD2746;SPC SC       -   236,257.705   793,067.774   MT  0.99980543   +1 06 02.1
 DD2746;SPC SC       -   775,123.70  2,601,928.39   iFT  0.99980543   +1 06 02.1
 DD2746;UTM  17      - 3,758,152.955   683,455.284   MT  1.00001490   +1 06 32.1
 DD2746
 DD2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2746!SPC SC       -   1.00000227  x   0.99980543  =   0.99980770
 DD2746!UTM  17      -   1.00000227  x   1.00001490  =   1.00001717
 DD2746
 DD2746                          SUPERSEDED SURVEY CONTROL
 DD2746
 DD2746  NAD 83(1986)-  33 56 52.39696(N)    079 00 53.26312(W) AD(       ) 2
 DD2746  NAD 27      -  33 56 51.78598(N)    079 00 54.14357(W) AD(       ) 2
 DD2746  NGVD 29 (07/19/86)   19.9    (m)           65.     (f) VERT ANG       
 DD2746
 DD2746.Superseded values are not recommended for survey control.
 DD2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2746.See file dsdata.txt to determine how the superseded data were derived.
 DD2746
 DD2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8345558153(NAD 83)
 DD2746_MARKER: DD = SURVEY DISK
 DD2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2746_SP_SET: CONCRETE POST
 DD2746_STAMPING: 026 073 AZ MK 1981
 DD2746_MARK LOGO: SCGS  
 DD2746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2746+STABILITY: SURFACE MOTION
 DD2746
 DD2746  HISTORY     - Date     Condition        Report By
 DD2746  HISTORY     - 1981     MONUMENTED       SCGS
 DD2746  HISTORY     - 19930920 GOOD             SCGS
 DD2746
 DD2746                          STATION DESCRIPTION
 DD2746
 DD2746'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2746'STATION IS LOCATED 12.0 MILES (19.3 KM) EAST OF AYNOR, 8.0 MILES
 DD2746'(12.9 KM) NORTHWEST OF CONWAY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD2746'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD2746'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DD2746'410 AND U.S. HIGHWAY 701, 10.0 MILES (16.1 KM) NORTH OF CONWAY, GO
 DD2746'SOUTH ON HIGHWAY 701 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF STATE
 DD2746'ROAD 97, TURN LEFT ON ROAD 97 FOR 0.5 MILE (0.8 KM) TO A RAILROAD
 DD2746'CROSSING AT THE SMALL COMMUNITY OF ADRIAN, CONTINUE ON ROAD 97 FOR
 DD2746'0.3 MILE (0.5 KM) TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO
 DD2746'APPROXIMATELY 150 FEET (45.7 M) TO THE STATION ON THE RIGHT. STATION
 DD2746'IS A CONCRETE POST FLUSH WITH THE GROUND, 43.3 METERS (142.1 FT)
 DD2746'NORTHEAST OF A TELEPHONE JUNCTION BOX, 1.4 METERS (4.6 FT) SOUTH OF A
 DD2746'POST WITH SIGN (NO TRESSPASSING), 4.3 METERS (14.1 FT) SOUTHEAST OF
 DD2746'THE CENTER OF THE DRIVEWAY, 51.5 METERS (169.0 FT) SOUTHEAST OF THE
 DD2746'CENTER OF ROAD 97.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1892 ***********************************************************************
 EB1892  DESIGNATION -  026 074
 EB1892  PID         -  EB1892
 EB1892  STATE/COUNTY-  SC/HORRY
 EB1892  USGS QUAD   -  LORIS (1962)
 EB1892
 EB1892                         *CURRENT SURVEY CONTROL
 EB1892  ___________________________________________________________________
 EB1892* NAD 83(2001)-  34 00 24.56408(N)    078 58 09.90372(W)     ADJUSTED  
 EB1892* NAVD 88     -        31.811  (meters)     104.37   (feet)  ADJUSTED  
 EB1892  ___________________________________________________________________
 EB1892  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 EB1892  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EB1892  DYNAMIC HT  -          31.780 (meters)     104.26  (feet)  COMP
 EB1892  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 EB1892
 EB1892  HORZ ORDER  -  SECOND
 EB1892  VERT ORDER  -  FIRST     CLASS II
 EB1892
 EB1892.The horizontal coordinates were established by classical geodetic methods
 EB1892.and adjusted by the National Geodetic Survey in March 2004..
 EB1892
 EB1892.The orthometric height was determined by differential leveling
 EB1892.and adjusted by the National Geodetic Survey in June 1991..
 EB1892
 EB1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1892
 EB1892.The geoid height was determined by GEOID03.
 EB1892
 EB1892.The dynamic height is computed by dividing the NAVD 88
 EB1892.geopotential number by the normal gravity value computed on the
 EB1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1892.degrees latitude (g = 980.6199 gals.).
 EB1892
 EB1892.The modeled gravity was interpolated from observed gravity values.
 EB1892
 EB1892;                    North         East     Units Scale Factor Converg.
 EB1892;SPC SC       -   242,874.126   797,132.380   MT  0.99981094   +1 07 32.7
 EB1892;SPC SC       -   796,831.12  2,615,263.71   iFT  0.99981094   +1 07 32.7
 EB1892;UTM  17      - 3,764,771.464   687,519.695   MT  1.00003349   +1 08 09.7
 EB1892
 EB1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1892!SPC SC       -   1.00000036  x   0.99981094  =   0.99981130
 EB1892!UTM  17      -   1.00000036  x   1.00003349  =   1.00003385
 EB1892
 EB1892|---------------------------------------------------------------------|
 EB1892| PID    Reference Object                     Distance      Geod. Az  |
 EB1892|                                                           dddmmss.s |
 EB1892| EB1893 026 074 RM 1                         19.312 METERS 05733     |
 EB1892| EB1891 026 074 AZ MK                       APPROX. 0.7 KM 0575204.4 |
 EB1892|---------------------------------------------------------------------|
 EB1892
 EB1892                          SUPERSEDED SURVEY CONTROL
 EB1892
 EB1892  NAD 83(1986)-  34 00 24.57175(N)    078 58 09.90838(W) AD(       ) 2
 EB1892  NAD 27      -  34 00 23.95847(N)    078 58 10.79254(W) AD(       ) 2
 EB1892  NGVD 29 (03/21/89)   32.126  (m)          105.40   (f) ADJUSTED    1 2
 EB1892
 EB1892.Superseded values are not recommended for survey control.
 EB1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1892.See file dsdata.txt to determine how the superseded data were derived.
 EB1892
 EB1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8752064771(NAD 83)
 EB1892_MARKER: DD = SURVEY DISK
 EB1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1892_SP_SET: CONCRETE POST
 EB1892_STAMPING: HORZ 026 - 074 1981
 EB1892_MARK LOGO: SCGS  
 EB1892_PROJECTION: FLUSH
 EB1892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1892+STABILITY: SURFACE MOTION
 EB1892
 EB1892  HISTORY     - Date     Condition        Report By
 EB1892  HISTORY     - 1982     MONUMENTED       SCGS
 EB1892  HISTORY     - 1986     GOOD             SCGS
 EB1892  HISTORY     - 1987     GOOD             USPSQD
 EB1892
 EB1892                          STATION DESCRIPTION
 EB1892
 EB1892'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB1892'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) NORTH OF CONWAY, 8.8 KM
 EB1892'(5.5 MI) SOUTHWEST OF LORIS AND 4.8 KM (3 MI) EAST OF THE BAYBORO
 EB1892'COMMUNITY.
 EB1892'
 EB1892'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY 410 AND U.S.
 EB1892'HIGHWAY 701 ABOUT 10 MILES NORTH OF CONWAY, GO NORTHEAST ON HIGHWAY
 EB1892'701 FOR 4.2 KM (2.6 MI) TO A CROSSROAD OF COUNTY ROAD S-26-67.
 EB1892'CONTINUE ON 701 FOR 1.6 KM (1.0 MI) TO THE ENTRANCE TO HOLLANDS
 EB1892'TRADING POST ON THE LEFT.  TURN LEFT AND GO APPROXIMATELY 100 FEET TO
 EB1892'THE STATION ON THE RIGHT.
 EB1892'
 EB1892'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1892'---026 074 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB1892'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 19.3 METERS SW FROM
 EB1892'POWER POLE WITH LIGHT, 22.5 METERS SE FROM THE SOUTHEAST CORNER
 EB1892'OF THE TRADING POST, 31.1 METERS NE FROM POWER POLE WITH LIGHT, 52.4
 EB1892'METERS NW FROM CENTER LINE OF HIGHWAY 701, AND 45.7 METERS N FROM
 EB1892'POWER POLE.
 EB1892'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1892'DISK STAMPED---026 074 1981---SET INTO AN IRREGULAR MASS OF
 EB1892'CONCRETE 1.1 METERS BELOW THE SURFACE.
 EB1892'
 EB1892'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1892'DISK STAMPED---RM 1 026 074 1981---SET INTO THE TOP OF A ROUND
 EB1892'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB1892'0.8 METERS SE FROM POWER POLE WITH LIGHT, 15.1 METERS SW FROM THE
 EB1892'SOUTHEAST CORNER OF A BRICK FOUNDATION TO THE, FROM MOBILE HOME, 50.3
 EB1892'METERS NW FROM CENTER LINE OF HIGHWAY 701, AND 38.2 METERS E FROM THE
 EB1892'THE SOUTHEAST CORNER OF THE TRADING POST.
 EB1892'
 EB1892'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1892'STAMPED---AZ MK 026 074 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB1892'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  3.0 METERS
 EB1892'SE FROM POWER LINE POLE,  0.6 METERS SW FROM METAL WITNESS POST, 10.7
 EB1892'METERS SE FROM CENTER LINE OF HIGHWAY 701, AND  4.0 METERS S FROM
 EB1892'UNDERGROUND JUNCTION BOX.
 EB1892'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON HIGHWAY
 EB1892'701 FOR 0.7 KM (0.45 MI) TO THE MARK ON THE RIGHT.
 EB1892
 EB1892                          STATION RECOVERY (1986)
 EB1892
 EB1892'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1892'9.3 KM (5.8 MI) SW FROM LORIS.
 EB1892'9.4 KILOMETERS (5.85 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 701
 EB1892'(BROAD STREET) FROM THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MAIN
 EB1892'STREET) IN LORIS, SET NEAR THE SOUTHEAST CORNER OF AN OLD SCHOOL
 EB1892'BUILDING (NOW HOLLAND TRADING POST), 52.6 METERS (172.6 FEET) NORTH
 EB1892'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22.55 METERS (74.0 FEET)
 EB1892'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 34.7 METERS
 EB1892'(113.9 FEET) SOUTHWEST OF THE NORTHWEST CORNER OF A MOBILE HOME WITH A
 EB1892'BRICK FOUNDATION ON THE EAST SIDE OF THE BUILDING, 44.9 METERS (143.3
 EB1892'FEET) NORTH NORTHEAST OF A LONE Y-SHAPED OAK TREE.
 EB1892'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB1892
 EB1892                          STATION RECOVERY (1987)
 EB1892
 EB1892'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 EB1892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1891 ***********************************************************************
 EB1891  DESIGNATION -  026 074 AZ MK
 EB1891  PID         -  EB1891
 EB1891  STATE/COUNTY-  SC/HORRY
 EB1891  USGS QUAD   -  LORIS (1962)
 EB1891
 EB1891                         *CURRENT SURVEY CONTROL
 EB1891  ___________________________________________________________________
 EB1891* NAD 83(2001)-  34 00 36.93135(N)    078 57 46.25799(W)     ADJUSTED  
 EB1891* NAVD 88     -        31.791  (meters)     104.30   (feet)  ADJUSTED  
 EB1891  ___________________________________________________________________
 EB1891  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 EB1891  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 EB1891  DYNAMIC HT  -          31.760 (meters)     104.20  (feet)  COMP
 EB1891  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 EB1891
 EB1891  HORZ ORDER  -  SECOND
 EB1891  VERT ORDER  -  FIRST     CLASS II
 EB1891
 EB1891.The horizontal coordinates were established by classical geodetic methods
 EB1891.and adjusted by the National Geodetic Survey in March 2004..
 EB1891
 EB1891.The orthometric height was determined by differential leveling
 EB1891.and adjusted by the National Geodetic Survey in June 1991..
 EB1891
 EB1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1891
 EB1891.The geoid height was determined by GEOID03.
 EB1891
 EB1891.The dynamic height is computed by dividing the NAVD 88
 EB1891.geopotential number by the normal gravity value computed on the
 EB1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1891.degrees latitude (g = 980.6199 gals.).
 EB1891
 EB1891.The modeled gravity was interpolated from observed gravity values.
 EB1891
 EB1891;                    North         East     Units Scale Factor Converg.
 EB1891;SPC SC       -   243,266.976   797,731.398   MT  0.99981130   +1 07 45.8
 EB1891;SPC SC       -   798,120.00  2,617,229.00   iFT  0.99981130   +1 07 45.8
 EB1891;UTM  17      - 3,765,164.510   688,118.776   MT  1.00003626   +1 08 23.3
 EB1891
 EB1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1891!SPC SC       -   1.00000037  x   0.99981130  =   0.99981167
 EB1891!UTM  17      -   1.00000037  x   1.00003626  =   1.00003663
 EB1891
 EB1891                          SUPERSEDED SURVEY CONTROL
 EB1891
 EB1891  NAD 83(1986)-  34 00 36.93911(N)    078 57 46.26272(W) AD(       ) 2
 EB1891  NAD 27      -  34 00 36.32530(N)    078 57 47.14695(W) AD(       ) 2
 EB1891  NGVD 29 (03/21/89)   32.105  (m)          105.33   (f) ADJUSTED    1 2
 EB1891
 EB1891.Superseded values are not recommended for survey control.
 EB1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1891.See file dsdata.txt to determine how the superseded data were derived.
 EB1891
 EB1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8811965165(NAD 83)
 EB1891_MARKER: DD = SURVEY DISK
 EB1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1891_SP_SET: CONCRETE POST
 EB1891_STAMPING: AZ MK 026 - 074 1981
 EB1891_MARK LOGO: SCGS  
 EB1891_PROJECTION: FLUSH
 EB1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1891+STABILITY: SURFACE MOTION
 EB1891
 EB1891  HISTORY     - Date     Condition        Report By
 EB1891  HISTORY     - 1981     MONUMENTED       MJH
 EB1891  HISTORY     - 1986     GOOD             SCGS
 EB1891  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 EB1891
 EB1891                          STATION DESCRIPTION
 EB1891
 EB1891'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1891'8.5 KM (5.3 MI) SW FROM LORIS.
 EB1891'8.7 KILOMETERS (5.4 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 701 (BROAD
 EB1891'STREET) FROM THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MAIN STREET) IN
 EB1891'LORIS, SET NEAR A POWER POLE AND TWO TELEPHONE JUNCTION BOXES, 0.7
 EB1891'KILOMETER (0.45 MILE) NORTHEAST OF AN OLD SCHOOL BUILDING (NOW HOLLAND
 EB1891'TRADING POST), 20.75 METERS (68.1 FEET) WEST SOUTHWEST OF THE
 EB1891'APPROXIMATE CENTER OF A DIM TRACK ROAD LEADING SOUTHEAST, 10.4 METERS
 EB1891'(34.1 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.0
 EB1891'METERS (9.8 FEET) SOUTH SOUTHEAST OF THE POWER POLE, 4.43 METERS (14.5
 EB1891'FEET) SOUTHWEST OF JUNCTION BOX NUMBER 13, 4.9 METERS (16.1 FEET)
 EB1891'NORTHWEST OF A 28 INCH PINE TREE.
 EB1891'THE MARK IS 3.0 METERS  SSE FROM  A WITNESS POST
 EB1891'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB1891
 EB1891                          STATION RECOVERY (2004)
 EB1891
 EB1891'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1893 ***********************************************************************
 EB1893  DESIGNATION -  026 074 RM 1
 EB1893  PID         -  EB1893
 EB1893  STATE/COUNTY-  SC/HORRY
 EB1893  USGS QUAD   -  LORIS (1962)
 EB1893
 EB1893                         *CURRENT SURVEY CONTROL
 EB1893  ___________________________________________________________________
 EB1893* NAD 83(1986)-  34 00 26.     (N)    078 58 10.     (W)     SCALED    
 EB1893* NAVD 88     -        32.099  (meters)     105.31   (feet)  ADJUSTED  
 EB1893  ___________________________________________________________________
 EB1893  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EB1893  DYNAMIC HT  -          32.067 (meters)     105.21  (feet)  COMP
 EB1893  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 EB1893
 EB1893  VERT ORDER  -  FIRST     CLASS II
 EB1893
 EB1893.The horizontal coordinates were scaled from a topographic map and have
 EB1893.an estimated accuracy of +/- 6 seconds.
 EB1893
 EB1893.The orthometric height was determined by differential leveling
 EB1893.and adjusted by the National Geodetic Survey in June 1991..
 EB1893
 EB1893.The geoid height was determined by GEOID03.
 EB1893
 EB1893.The dynamic height is computed by dividing the NAVD 88
 EB1893.geopotential number by the normal gravity value computed on the
 EB1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1893.degrees latitude (g = 980.6199 gals.).
 EB1893
 EB1893.The modeled gravity was interpolated from observed gravity values.
 EB1893
 EB1893;                    North         East    Units  Estimated Accuracy
 EB1893;SPC SC       -   242,920.      797,130.      MT  (+/- 180 meters Scaled)
 EB1893
 EB1893                          SUPERSEDED SURVEY CONTROL
 EB1893
 EB1893  NGVD 29 (03/21/89)   32.413  (m)          106.34   (f) ADJUSTED    1 2
 EB1893
 EB1893.Superseded values are not recommended for survey control.
 EB1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1893.See file dsdata.txt to determine how the superseded data were derived.
 EB1893
 EB1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT875648(NAD 83)
 EB1893_MARKER: DD = SURVEY DISK
 EB1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1893_SP_SET: CONCRETE POST
 EB1893_STAMPING: RM 1 026 - 074 1981
 EB1893_MARK LOGO: SCGS  
 EB1893_PROJECTION: FLUSH
 EB1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1893+STABILITY: SURFACE MOTION
 EB1893
 EB1893  HISTORY     - Date     Condition        Report By
 EB1893  HISTORY     - 1981     MONUMENTED       SCGS
 EB1893  HISTORY     - 1986     GOOD             SCGS
 EB1893
 EB1893                          STATION DESCRIPTION
 EB1893
 EB1893'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1893'9.3 KM (5.8 MI) SW FROM LORIS.
 EB1893'9.4 KILOMETERS (5.85 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 701
 EB1893'(BROAD STREET) FROM THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MAIN
 EB1893'STREET) IN LORIS, SET NEAR A POWER POLE WITH A YARD LIGHT BETWEEN AN
 EB1893'OLD SCHOOL BUILDING (NOW HOLLAND TRADING POST) AND A MOBILE HOME WITH
 EB1893'A BRICK FOUNDATION, 50.2 METERS (164.7 FEET) NORTH NORTHWEST OF THE
 EB1893'CENTER LINE OF THE HIGHWAY, 38.35 METERS (125.8 FEET) EAST OF THE
 EB1893'SOUTHEAST CORNER OF THE BUILDING, 15.03 METERS (49.3 FEET) SOUTHWEST
 EB1893'OF THE SOUTHWEST CORNER OF THE HOME, 19.25 METERS (63.2 FEET) EAST
 EB1893'NORTHEAST OF SURVEY MARK 026 074 SCGS, 0.83 METER (2.7 FEET) SOUTH
 EB1893'SOUTHEAST THE POWER POLE.
 EB1893'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2372 ***********************************************************************
 EB2372  DESIGNATION -  026 075
 EB2372  PID         -  EB2372
 EB2372  STATE/COUNTY-  SC/HORRY
 EB2372  USGS QUAD   -  TABOR CITY WEST (1962)
 EB2372
 EB2372                         *CURRENT SURVEY CONTROL
 EB2372  ___________________________________________________________________
 EB2372* NAD 83(2001)-  34 09 06.36831(N)    078 55 47.30186(W)     ADJUSTED  
 EB2372* NAVD 88     -        28.7    (meters)      94.     (feet)  VERTCON   
 EB2372  ___________________________________________________________________
 EB2372  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 EB2372  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 EB2372
 EB2372  HORZ ORDER  -  SECOND
 EB2372
 EB2372.The horizontal coordinates were established by classical geodetic methods
 EB2372.and adjusted by the National Geodetic Survey in March 2004..
 EB2372
 EB2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2372
 EB2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2372
 EB2372.The geoid height was determined by GEOID03.
 EB2372
 EB2372;                    North         East     Units Scale Factor Converg.
 EB2372;SPC SC       -   259,018.499   800,468.204   MT  0.99982900   +1 08 51.8
 EB2372;SPC SC       -   849,798.23  2,626,208.02   iFT  0.99982900   +1 08 51.8
 EB2372;UTM  17      - 3,780,920.148   690,852.728   MT  1.00004902   +1 09 45.1
 EB2372
 EB2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2372!SPC SC       -   1.00000087  x   0.99982900  =   0.99982987
 EB2372!UTM  17      -   1.00000087  x   1.00004902  =   1.00004989
 EB2372
 EB2372|---------------------------------------------------------------------|
 EB2372| PID    Reference Object                     Distance      Geod. Az  |
 EB2372|                                                           dddmmss.s |
 EB2372| EB2373 026 075 AZ MK                       368.445 METERS 18827     |
 EB2372| EB3116 026 075 RM 1                         16.071 METERS 19635     |
 EB2372|---------------------------------------------------------------------|
 EB2372
 EB2372                          SUPERSEDED SURVEY CONTROL
 EB2372
 EB2372  NAD 83(1986)-  34 09 06.37532(N)    078 55 47.30559(W) AD(       ) 2
 EB2372  NAD 27      -  34 09 05.76215(N)    078 55 48.18125(W) AD(       ) 2
 EB2372  NGVD 29 (07/19/86)   29.0    (m)           95.     (f) VERT ANG       
 EB2372
 EB2372.Superseded values are not recommended for survey control.
 EB2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2372.See file dsdata.txt to determine how the superseded data were derived.
 EB2372
 EB2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9085380920(NAD 83)
 EB2372_MARKER: DD = SURVEY DISK
 EB2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2372_SP_SET: CONCRETE POST
 EB2372_STAMPING: 026 075 1981
 EB2372_MARK LOGO: SCGS  
 EB2372_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2372+STABILITY: SURFACE MOTION
 EB2372
 EB2372  HISTORY     - Date     Condition        Report By
 EB2372  HISTORY     - 1981     MONUMENTED       SCGS
 EB2372  HISTORY     - 1982     GOOD             SCGS
 EB2372  HISTORY     - 19930920 GOOD             SCGS
 EB2372
 EB2372                          STATION DESCRIPTION
 EB2372
 EB2372'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB2372'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTH OF LORIS, 4.8 KM
 EB2372'(3 MI) NORTHEAST OF THE GREENSEA COMMUNITY AND 2.4 KM (1.5 MI)
 EB2372'SOUTHWEST OF THE NORTH CAROLINA STATE LINE.
 EB2372'
 EB2372'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S.
 EB2372'701 IN LORIS, GO NORTH ON U.S. 701 BUSINESS FOR 9.2 KM (5.75 MI) TO
 EB2372'THE NORTH CAROLINA STATE LINE.  TURN LEFT ONTO COUNTY ROAD 388 AND GO
 EB2372'1.1 KM (0.7 MI) TO JUNCTION OF STATE HIGHWAY 410.  TURN LEFT AND GO
 EB2372'EASTERLY ON HIGHWAY 410 FOR 4.3 KM (2.65 MI) TO COUNTY ROAD 898 ON
 EB2372'RIGHT, TURN RIGHT AND GO NORTH ON COUNTY ROAD 898 TO STATION AT OLD
 EB2372'BARN ON RIGHT.
 EB2372'
 EB2372'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2372'---026 075 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2372'CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND LOCATED E FROM THE
 EB2372'CENTER OF THE ROAD, 30.3 METERS S FROM THE SOUTHEAST CORNER OF A
 EB2372'BARN,  0.9 METERS NE FROM A METAL WITNESS POST, AND  0.5 METERS N
 EB2372'FROM A BARB WIRE FENCE.
 EB2372'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2372'DISK STAMPED---026 075 1981---SET INTO AN IRREGULAR MASS OF
 EB2372'CONCRETE 1.1 METERS BELOW THE SURFACE.
 EB2372'
 EB2372'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2372'DISK STAMPED---026 075 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB2372'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND
 EB2372'LOCATED  8.6 METERS E FROM THE CENTER OF THE ROAD,  0.4 METERS NE
 EB2372'FROM A FENCE CORNER,  3.4 METERS NNE FROM THE EAST END OF A
 EB2372'CONCRETE CULVERT, AND  0.6 METERS NW FROM A METAL WITNESS POST.
 EB2372'
 EB2372'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2372'STAMPED---026 075 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB2372'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.3 METERS
 EB2372'W FROM THE CENTER LINE OF S-26-898, 10.5 METERS S FROM THE
 EB2372'CENTER OF THE FIELD ROAD,  8.2 METERS SSW FROM THE SOUTH END OF A
 EB2372'CONCRETE CULVERT,  0.9 METERS E FROM THE POWER POLE 9 130, AND  0.8
 EB2372'METERS N FROM A METAL WITNESS POST.
 EB2372'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON S-26-898 FOR
 EB2372'0.3 KM (0.2 MI) TO A FIELD ROAD AND THE MARK ON THE RIGHT.
 EB2372
 EB2372                          STATION RECOVERY (1993)
 EB2372
 EB2372'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2372'STATION IS LOCATED 6.5 MILES (10.5 KM) NORTH OF LORIS, 3.0 MILES
 EB2372'(4.8 KM) NORTHEAST OF GREEN SEA, 1.5 MILES (2.4 KM) SOUTHWEST OF THE
 EB2372'STATE LINE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 EB2372'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION
 EB2372'FROM THE JUNCTION OF STATE HIGHWAYS 9, 9 BUSINESS AND 410, 6.7 MILES
 EB2372'(10.8 KM) WEST NORTHWEST OF LORIS, GO NORTH ON HIGHWAY 410 FOR 0.8
 EB2372'MILE (1.3 KM) TO THE JUNCTION OF STATE ROAD 33 IN GREEN SEA, BEAR
 EB2372'RIGHT ON HIGHWAY 410 FOR 2.8 MILES (4.5 KM) TO THE JUNCTION OF STATE
 EB2372'ROAD 898, TURN LEFT ON ROAD 898 FOR 0.65 MILE (1.05 KM) TO THE
 EB2372'STATION ON THE RIGHT NEAR AN OLD BARN. STATION IS A CONCRETE POST
 EB2372'RECESSED 0.2 FOOT, 30.3 METERS (99.4 FT) SOUTH OF THE SOUTHEAST
 EB2372'CORNER OF THE BARN, 0.9 METER (3.0 FT) NORTHEAST OF A WITNESS POST,
 EB2372'0.5 METER (1.6 FT) NORTH OF A BARBED WIRE FENCE LINE, 8.6 METERS
 EB2372'(28.2 FT) EAST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2373 ***********************************************************************
 EB2373  DESIGNATION -  026 075 AZ MK
 EB2373  PID         -  EB2373
 EB2373  STATE/COUNTY-  SC/HORRY
 EB2373  USGS QUAD   -  TABOR CITY WEST (1962)
 EB2373
 EB2373                         *CURRENT SURVEY CONTROL
 EB2373  ___________________________________________________________________
 EB2373* NAD 83(2001)-  34 08 54.54036(N)    078 55 49.41426(W)     ADJUSTED  
 EB2373* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 EB2373  ___________________________________________________________________
 EB2373  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 EB2373  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 EB2373
 EB2373  HORZ ORDER  -  SECOND
 EB2373
 EB2373.The horizontal coordinates were established by classical geodetic methods
 EB2373.and adjusted by the National Geodetic Survey in March 2004..
 EB2373
 EB2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2373
 EB2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2373
 EB2373.The geoid height was determined by GEOID03.
 EB2373
 EB2373;                    North         East     Units Scale Factor Converg.
 EB2373;SPC SC       -   258,653.102   800,421.408   MT  0.99982852   +1 08 50.6
 EB2373;SPC SC       -   848,599.42  2,626,054.49   iFT  0.99982852   +1 08 50.6
 EB2373;UTM  17      - 3,780,554.658   690,806.016   MT  1.00004880   +1 09 43.6
 EB2373
 EB2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2373!SPC SC       -   1.00000104  x   0.99982852  =   0.99982956
 EB2373!UTM  17      -   1.00000104  x   1.00004880  =   1.00004984
 EB2373
 EB2373                          SUPERSEDED SURVEY CONTROL
 EB2373
 EB2373  NAD 83(1986)-  34 08 54.54737(N)    078 55 49.41795(W) AD(       ) 2
 EB2373  NAD 27      -  34 08 53.93399(N)    078 55 50.29414(W) AD(       ) 2
 EB2373  NGVD 29 (07/19/86)   27.9    (m)           92.     (f) VERT ANG       
 EB2373
 EB2373.Superseded values are not recommended for survey control.
 EB2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2373.See file dsdata.txt to determine how the superseded data were derived.
 EB2373
 EB2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9080680555(NAD 83)
 EB2373_MARKER: DD = SURVEY DISK
 EB2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2373_SP_SET: CONCRETE POST
 EB2373_STAMPING: 026 075 AZ MK 1981
 EB2373_MARK LOGO: SCGS  
 EB2373_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2373+STABILITY: SURFACE MOTION
 EB2373
 EB2373  HISTORY     - Date     Condition        Report By
 EB2373  HISTORY     - 1981     MONUMENTED       SCGS
 EB2373  HISTORY     - 19930920 GOOD             SCGS
 EB2373
 EB2373                          STATION DESCRIPTION
 EB2373
 EB2373'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2373'STATION IS LOCATED 6.5 MILES (10.5 KM) NORTH OF LORIS, 3.0 MILES
 EB2373'(4.8 KM) NORTHEAST OF GREEN SEA, 1.5 MILES (2.4 KM) SOUTHWEST OF THE
 EB2373'STATE LINE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 EB2373'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION
 EB2373'FROM THE JUNCTION OF STATE HIGHWAYS 9, 9 BUSINESS AND 410, 6.7 MILES
 EB2373'(10.8 KM) WEST NORTHWEST OF LORIS, GO NORTH ON HIGHWAY 410 FOR 0.8
 EB2373'MILE (1.3 KM) TO THE JUNCTION OF STATE ROAD 33 IN GREEN SEA, BEAR
 EB2373'RIGHT ON HIGHWAY 410 FOR 2.8 MILES (4.5 KM) TO THE JUNCTION OF STATE
 EB2373'ROAD 898, TURN LEFT ON ROAD 898 FOR 0.4 MILE (0.6 KM) TO THE STATION
 EB2373'ON THE LEFT NEAR A POWER POLE NUMBER 9130. STATION IS A CONCRETE POST
 EB2373'FLUSH WITH THE GROUND, 10.3 METERS (33.8 FT) WEST OF THE CENTER OF
 EB2373'THE ROAD, 10.5 METERS (34.4 FT) SOUTH OF THE CENTER OF A FIELD ROAD,
 EB2373'8.2 METERS (26.9 FT) SOUTH SOUTHWEST OF THE SOUTH END OF A CONCRETE
 EB2373'CULVERT, 0.9 METER (3.0 FT) EAST OF THE POWER POLE, 0.8 METER
 EB2373'(2.6 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2339 ***********************************************************************
 EB2339  DESIGNATION -  026 076
 EB2339  PID         -  EB2339
 EB2339  STATE/COUNTY-  SC/HORRY
 EB2339  USGS QUAD   -  GORETOWN (1975)
 EB2339
 EB2339                         *CURRENT SURVEY CONTROL
 EB2339  ___________________________________________________________________
 EB2339* NAD 83(2001)-  34 05 21.41195(N)    078 50 59.54250(W)     ADJUSTED  
 EB2339* NAVD 88     -        30.4    (meters)     100.     (feet)  GPS OBS   
 EB2339  ___________________________________________________________________
 EB2339  X           -   1,022,539.657 (meters)                     COMP
 EB2339  Y           -  -5,187,899.109 (meters)                     COMP
 EB2339  Z           -   3,554,650.220 (meters)                     COMP
 EB2339  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 EB2339  ELLIP HEIGHT-          -4.05  (meters)          (02/10/03) GPS OBS
 EB2339  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 EB2339
 EB2339  HORZ ORDER  -  FIRST
 EB2339  ELLP ORDER  -  FOURTH    CLASS II
 EB2339
 EB2339.The horizontal coordinates were established by GPS observations
 EB2339.and adjusted by the National Geodetic Survey in February 2003..
 EB2339
 EB2339.The orthometric height was determined by GPS observations and a
 EB2339.high-resolution geoid model.
 EB2339
 EB2339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB2339
 EB2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2339
 EB2339.The ellipsoidal height was determined by GPS observations
 EB2339.and is referenced to NAD 83.
 EB2339
 EB2339.The geoid height was determined by GEOID03.
 EB2339
 EB2339;                    North         East     Units Scale Factor Converg.
 EB2339;SPC SC       -   252,240.249   807,981.028   MT  0.99982043   +1 11 31.3
 EB2339;SPC SC       -   827,559.87  2,650,856.39   iFT  0.99982043   +1 11 31.3
 EB2339;UTM  17      - 3,774,142.112   698,369.048   MT  1.00008509   +1 12 19.8
 EB2339
 EB2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2339!SPC SC       -   1.00000064  x   0.99982043  =   0.99982107
 EB2339!UTM  17      -   1.00000064  x   1.00008509  =   1.00008573
 EB2339
 EB2339|---------------------------------------------------------------------|
 EB2339| PID    Reference Object                     Distance      Geod. Az  |
 EB2339|                                                           dddmmss.s |
 EB2339| EB3117 026 076 RM 1                         17.835 METERS 06433     |
 EB2339| EB2340 026 076 AZ MK                       APPROX. 0.8 KM 3423920.2 |
 EB2339|---------------------------------------------------------------------|
 EB2339
 EB2339                          SUPERSEDED SURVEY CONTROL
 EB2339
 EB2339  NAD 83(1995)-  34 05 21.41200(N)    078 50 59.54285(W) AD(       ) 1
 EB2339  ELLIP H (09/29/97)   -4.06   (m)                       GP(       ) 4 2
 EB2339  NAD 83(1986)-  34 05 21.41539(N)    078 50 59.54974(W) AD(       ) 2
 EB2339  NAD 27      -  34 05 20.79710(N)    078 51 00.45082(W) AD(       ) 2
 EB2339  NGVD 29 (07/19/86)   30.9    (m)          101.     (f) VERT ANG       
 EB2339
 EB2339.Superseded values are not recommended for survey control.
 EB2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2339.See file dsdata.txt to determine how the superseded data were derived.
 EB2339
 EB2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9836974142(NAD 83)
 EB2339_MARKER: DD = SURVEY DISK
 EB2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2339_STAMPING: HORZ. 026-076 1981
 EB2339_MARK LOGO: SCGS  
 EB2339_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2339+STABILITY: SURFACE MOTION
 EB2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2339+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2005
 EB2339
 EB2339  HISTORY     - Date     Condition        Report By
 EB2339  HISTORY     - 1982     MONUMENTED       SCGS
 EB2339  HISTORY     - 19960304 GOOD             SCGS
 EB2339  HISTORY     - 20040808 GOOD             USPSQD
 EB2339  HISTORY     - 20051109 GOOD             USPSQD
 EB2339
 EB2339                          STATION DESCRIPTION
 EB2339
 EB2339'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB2339'THE STATION IS LOCATED ABOUT 19.8 KM (12.3 MI) NORTHWEST OF LONGS,
 EB2339'12.9 KM (8 MI) EAST OF GREENSEA AND 4.8 KM (3 MI) NORTHEAST OF LORIS,
 EB2339'AT ENTRANCE OF GOLF COURSE.  FOR INFORMATION CONTACT-  DR. L. D.
 EB2339'KAPPS, LORIS, S.C, PROPERTY OWNER.
 EB2339'
 EB2339'TO REACH THE STATION FROM THE JUNCTION OF U.S. 701 AND STATE HIGHWAY
 EB2339'9 IN LORIS, GO NORTH ON U.S. 701 FOR 3.8 KM (2.35 MI) TO COUNTY ROAD
 EB2339'665 ON RIGHT AT SIGN LORIS TWIN CITY AIRPORT.  TURN RIGHT AND FOLLOW
 EB2339'COUNTY ROAD 665 FOR 2.4 KM (1.5 MI) TO ENTRANCE OF GOLF COURSE AND
 EB2339'STATION ON LEFT.
 EB2339'
 EB2339'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2339'---026 076 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2339'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 28.3 METERS NNW FROM THE
 EB2339'THE CENTER OF S-26-665, 22.7 METERS WSW FROM THE CENTER LINE OF A
 EB2339'DIRT SIDE ROAD, 31.5 METERS NW FROM THE WEST END OF A CONCRETE
 EB2339'CULVERT, 19.2 METERS N FROM A TELEPHONE JUNCTION BOX, AND E FROM A
 EB2339'METAL WITNESS POST.
 EB2339'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2339'DISK STAMPED---026 076 SCGS---SET INTO AN IRREGULAR MASS OF
 EB2339'CONCRETE 1.1 METERS BELOW THE SURFACE.
 EB2339'
 EB2339'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2339'DISK STAMPED---026 076 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB2339'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2339'4.9 METERS WSW FROM THE CENTER OF THE DIRT ROAD, 23.5 METERS NNW
 EB2339'FROM THE WEST END OF A CONCRETE CULVERT, 32.9 METERS NE FROM A
 EB2339'TELEPHONE JUNCTION BOX, AND 18.4 METERS ENE FROM A METAL WITNESS POST.
 EB2339'
 EB2339'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2339'STAMPED---026 076 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB2339'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.9 METERS
 EB2339'SSE FROM THE CENTER OF THE ROAD,  9.6 METERS NNW FROM A 16 INCH
 EB2339'PINE TREE, AND  0.7 METERS ENE FROM A METAL WITNESS POST.
 EB2339'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST ON
 EB2339'ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO DIRT ROAD JUNCTION.  TURN LEFT
 EB2339'AND FOLLOW MAIN DIRT ROAD AROUND GOLF COURSE FOR 1.0 KM (0.6 MI) TO
 EB2339'STAKE ON RIGHT.  THE AZ MK IS 22 FEET SOUTH OF THE CENTER OF DIRT
 EB2339'ROAD.
 EB2339
 EB2339                          STATION RECOVERY (1996)
 EB2339
 EB2339'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB2339'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTHEAST OF LORIS.
 EB2339'OWNERSHIP--NORTHERN PINES GOLF CLUB, LORIS, SC 29569, CONTACT-BOBBY
 EB2339'JONES, PHONE 803-756-4141.  TO REACH THE STATION FROM THE JUNCTION OF
 EB2339'STATE HIGHWAY 9 AND U.S.  HIGHWAY 701, 2.0 MILES (3.2 KM) NORTH
 EB2339'NORTHEAST OF LORIS, GO NORTH ON HIGHWAY 701 FOR 0.25 MILE (0.40 KM) TO
 EB2339'THE JUNCTION OF STATE ROAD 665 (AIRPORT ROAD) , TURN RIGHT ON ROAD 665
 EB2339'FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 1239 (TORY HILL
 EB2339'ROAD) , CONTINUE ON ROAD 665 FOR 1.5 MILES (2.4 KM) TO THE STATION ON
 EB2339'THE LEFT.  STATION IS A CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND
 EB2339'1.0 FOOT (0.3 M) BELOW THE ROAD, 74.0 FEET (22.6 M) WEST SOUTHWEST OF
 EB2339'THE CENTER OF THE WEST DRIVE LEADING TO NORTHERN PINES GOLF CLUB, 92.2
 EB2339'FEET (28.1 M) NORTH OF THE CENTER OF ROAD 665, 102.3 FEET (31.2 M)
 EB2339'WEST NORTHWEST OF THE WEST END OF A CONCRETE PIPE CULVERT BENEATH A
 EB2339'DRIVE LEADING TO A GOLF HUT, 59.1 FEET (18.0 M) NORTH OF A TELEPHONE
 EB2339'JUNCTION BOX NUMBER 46117, 58.4 FEET (17.8 M) WEST SOUTHWEST OF SURVEY
 EB2339'STATION 026 076 RM 1, 68.5 FEET (20.9 M) EAST NORTHEAST OF THE NORTH
 EB2339'LEG OF THE NORTHERN PINES SIGN. RECOVERED BY R.W.  ROBERTS.
 EB2339
 EB2339                          STATION RECOVERY (2004)
 EB2339
 EB2339'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2339'RECOVERED IN GOOD CONDITION.
 EB2339
 EB2339                          STATION RECOVERY (2005)
 EB2339
 EB2339'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2340 ***********************************************************************
 EB2340  DESIGNATION -  026 076 AZ MK
 EB2340  PID         -  EB2340
 EB2340  STATE/COUNTY-  SC/HORRY
 EB2340  USGS QUAD   -  GORETOWN (1975)
 EB2340
 EB2340                         *CURRENT SURVEY CONTROL
 EB2340  ___________________________________________________________________
 EB2340* NAD 83(2001)-  34 05 45.85795(N)    078 51 08.71987(W)     ADJUSTED  
 EB2340* NAVD 88     -        30.7    (meters)     101.     (feet)  VERTCON   
 EB2340  ___________________________________________________________________
 EB2340  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 EB2340  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 EB2340
 EB2340  HORZ ORDER  -  SECOND
 EB2340
 EB2340.The horizontal coordinates were established by classical geodetic methods
 EB2340.and adjusted by the National Geodetic Survey in March 2004..
 EB2340
 EB2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2340
 EB2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2340
 EB2340.The geoid height was determined by GEOID03.
 EB2340
 EB2340;                    North         East     Units Scale Factor Converg.
 EB2340;SPC SC       -   252,988.297   807,730.205   MT  0.99982130   +1 11 26.2
 EB2340;SPC SC       -   830,014.10  2,650,033.48   iFT  0.99982130   +1 11 26.2
 EB2340;UTM  17      - 3,774,890.298   698,117.982   MT  1.00008387   +1 12 15.4
 EB2340
 EB2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2340!SPC SC       -   1.00000059  x   0.99982130  =   0.99982189
 EB2340!UTM  17      -   1.00000059  x   1.00008387  =   1.00008446
 EB2340
 EB2340                          SUPERSEDED SURVEY CONTROL
 EB2340
 EB2340  NAD 83(1986)-  34 05 45.86141(N)    078 51 08.72705(W) AD(       ) 2
 EB2340  NAD 27      -  34 05 45.24403(N)    078 51 09.62657(W) AD(       ) 2
 EB2340  NGVD 29 (07/19/86)   31.0    (m)          102.     (f) VERT ANG       
 EB2340
 EB2340.Superseded values are not recommended for survey control.
 EB2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2340.See file dsdata.txt to determine how the superseded data were derived.
 EB2340
 EB2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9811874890(NAD 83)
 EB2340_MARKER: DD = SURVEY DISK
 EB2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2340_SP_SET: CONCRETE POST
 EB2340_STAMPING: 026 076 AZ MK 1981
 EB2340_MARK LOGO: SCGS  
 EB2340_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2340+STABILITY: SURFACE MOTION
 EB2340
 EB2340  HISTORY     - Date     Condition        Report By
 EB2340  HISTORY     - 1981     MONUMENTED       SCGS
 EB2340  HISTORY     - 19930920 GOOD             SCGS
 EB2340  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 EB2340
 EB2340                          STATION DESCRIPTION
 EB2340
 EB2340'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2340'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTHEAST OF LORIS.
 EB2340'OWNERSHIP--LORIS TWIN CITY AIRPORT. TO REACH THE STATION FROM THE
 EB2340'JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 9 BUSINESS IN LORIS,
 EB2340'GO NORTH ON HIGHWAY 701 FOR 2.35 MILES (3.78 KM) TO THE JUNCTION OF
 EB2340'STATE ROAD 665 (SIGN FOR LORIS TWIN CITY AIRPORT), TURN RIGHT ON ROAD
 EB2340'665 FOR 1.5 MILES (2.4 KM) TO THE ENTRANCE OF A GOLF COURSE, CONTINUE
 EB2340'ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM) TO A DIRT ROAD JUNCTION,
 EB2340'TURN LEFT ON THE MAIN DIRT ROAD AROUND GOLF COURSE FOR 0.6 MILE
 EB2340'(1.0 KM) TO THE STATION ON THE RIGHT. STATION IS A CONCRETE POST
 EB2340'FLUSH WITH THE GROUND, 7.9 METERS (25.9 FT) SOUTH SOUTHEAST OF THE
 EB2340'CENTER OF THE ROAD, 9.6 METERS (31.5 FT) NORTH NORTHWEST OF A
 EB2340'1.6-FOOT PINE TREE, 0.7 METER (2.3 FT) EAST NORTHEAST OF A WITNESS
 EB2340'POST.
 EB2340
 EB2340                          STATION RECOVERY (2004)
 EB2340
 EB2340'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2075 ***********************************************************************
 DD2075  DESIGNATION -  026 077
 DD2075  PID         -  DD2075
 DD2075  STATE/COUNTY-  SC/HORRY
 DD2075  USGS QUAD   -  CONWAY (1980)
 DD2075
 DD2075                         *CURRENT SURVEY CONTROL
 DD2075  ___________________________________________________________________
 DD2075* NAD 83(2001)-  33 50 31.16540(N)    079 06 16.03053(W)     ADJUSTED  
 DD2075* NAVD 88     -         9.880  (meters)      32.41   (feet)  ADJUSTED  
 DD2075  ___________________________________________________________________
 DD2075  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 DD2075  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DD2075  DYNAMIC HT  -           9.870 (meters)      32.38  (feet)  COMP
 DD2075  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 DD2075
 DD2075  HORZ ORDER  -  SECOND
 DD2075  VERT ORDER  -  FIRST     CLASS II
 DD2075
 DD2075.This mark is at Conway - Horry County Airport (HYW)
 DD2075
 DD2075.The horizontal coordinates were established by classical geodetic methods
 DD2075.and adjusted by the National Geodetic Survey in March 2004..
 DD2075
 DD2075.The orthometric height was determined by differential leveling
 DD2075.and adjusted by the National Geodetic Survey in June 1991..
 DD2075
 DD2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2075
 DD2075.The geoid height was determined by GEOID03.
 DD2075
 DD2075.The dynamic height is computed by dividing the NAVD 88
 DD2075.geopotential number by the normal gravity value computed on the
 DD2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2075.degrees latitude (g = 980.6199 gals.).
 DD2075
 DD2075.The modeled gravity was interpolated from observed gravity values.
 DD2075
 DD2075;                    North         East     Units Scale Factor Converg.
 DD2075;SPC SC       -   224,360.460   784,998.048   MT  0.99979818   +1 03 03.2
 DD2075;SPC SC       -   736,090.75  2,575,452.91   iFT  0.99979818   +1 03 03.2
 DD2075;UTM  17      - 3,746,252.447   675,385.361   MT  0.99997921   +1 03 21.3
 DD2075
 DD2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2075!SPC SC       -   1.00000379  x   0.99979818  =   0.99980196
 DD2075!UTM  17      -   1.00000379  x   0.99997921  =   0.99998300
 DD2075
 DD2075:                Primary Azimuth Mark                     Grid Az
 DD2075:SPC SC       -  026 077 AZ MK                            068 54 21.9
 DD2075:UTM  17      -  026 077 AZ MK                            068 54 03.8
 DD2075
 DD2075|---------------------------------------------------------------------|
 DD2075| PID    Reference Object                     Distance      Geod. Az  |
 DD2075|                                                           dddmmss.s |
 DD2075| DD2074 026 077 AZ MK                       APPROX. 0.5 KM 0695725.1 |
 DD2075| DD2076 026 077 RM 1                         19.805 METERS 24823     |
 DD2075|---------------------------------------------------------------------|
 DD2075
 DD2075                          SUPERSEDED SURVEY CONTROL
 DD2075
 DD2075  NAD 83(1986)-  33 50 31.17283(N)    079 06 16.03456(W) AD(       ) 2
 DD2075  NAD 27      -  33 50 30.56232(N)    079 06 16.89641(W) AD(       ) 2
 DD2075  NGVD 29 (03/21/89)   10.185  (m)           33.42   (f) ADJUSTED    1 2
 DD2075
 DD2075.Superseded values are not recommended for survey control.
 DD2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2075.See file dsdata.txt to determine how the superseded data were derived.
 DD2075
 DD2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7538546252(NAD 83)
 DD2075_MARKER: DD = SURVEY DISK
 DD2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2075_SP_SET: CONCRETE POST
 DD2075_STAMPING: HORZ 026 - 077 1981
 DD2075_MARK LOGO: SCGS  
 DD2075_PROJECTION: PROJECTING 1 CENTIMETERS
 DD2075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DD2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2075+STABILITY: SURFACE MOTION
 DD2075
 DD2075  HISTORY     - Date     Condition        Report By
 DD2075  HISTORY     - 1982     MONUMENTED       SCGS
 DD2075  HISTORY     - 1986     GOOD             SCGS
 DD2075
 DD2075                          STATION DESCRIPTION
 DD2075
 DD2075'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2075'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) WEST OF CONWAY, ABOUT 14.5
 DD2075'KM (9 MI) EAST OF THE LITTLE PEE DEE RIVER, ON THE PROPERTY OF THE
 DD2075'STATE OF SOUTH CAROLINA AT A TRUCK DRIVER TESTING AREA.
 DD2075'
 DD2075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 501 AND 378
 DD2075'IN CONWAY, GO WESTERLY ON HIGHWAY 378 FOR 4.5 KM (2.80 MI) TO THE
 DD2075'ENTRANCE TO THE HIGHWAY DEPARTMENT STORAGE YARD ON THE LEFT.  TURN
 DD2075'LEFT AND CROSS THE ASPHALT TESTING AREA TO THE STATION MARK ON THE
 DD2075'WEST SIDE OF A GATE TO THE STORAGE AREA.
 DD2075'
 DD2075'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2075'---026 077 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2075'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.4 METERS N FROM A
 DD2075'FENCE LINE,  6.2 METERS S FROM THE SOUTH EDGE OF TRUCK DRIVER
 DD2075'TESTING AREA, 10.2 METERS W FROM THE WEST GATE POST OF THE GATE,
 DD2075'20.1 METERS E FROM THE NORTHWEST CORNER OF THE FENCE, AND 19.8
 DD2075'METERS SE FROM THE SOUTHWEST CORNER OF THE ASPHALT.
 DD2075'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2075'DISK STAMPED---026 077 1981---SET INTO AN IRREGULAR MASS OF
 DD2075'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD2075'
 DD2075'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2075'DISK STAMPED---RM 1 026 077 1981---SET INTO THE TOP OF A ROUND
 DD2075'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2075'0.64 METERS S FROM THE NORTHWEST CORNER OF THE FENCE,  6.55
 DD2075'METERS SW FROM THE SOUTHWEST CORNER OF THE DRIVER TESTING AREA,
 DD2075'AND 29.87 METERS W FROM THE WEST GATE POST.
 DD2075'
 DD2075'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2075'STAMPED---AZ MK 026 077 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2075'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  4.57 METERS
 DD2075'NNW FROM THE WEST END OF AN 18 INCH CONCRETE CULVERT, 19.20
 DD2075'METERS N FROM THE CENTER LINE OF HIGHWAY 378, 20.88 METERS E FROM
 DD2075'AN UNDERGROUND CABLE JUNCTION BOX, AND  5.18 METERS W FROM THE
 DD2075'EXTENDED CENTER LINE OF THE DITCH CROSSING.
 DD2075'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 378 AND
 DD2075'501 IN CONWAY, GO WESTERLY ON HIGHWAY 378 FOR 3.9 KM (2.45 MI) TO THE
 DD2075'AZIMUTH MARK ON THE RIGHT.
 DD2075
 DD2075                          STATION RECOVERY (1986)
 DD2075
 DD2075'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2075'4.7 KM (2.9 MI) WEST FROM CONWAY.
 DD2075'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (THIRD AVENUE) FROM
 DD2075'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2075'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 4.5 KM
 DD2075'(2.8 MI) WESTERLY ALONG HIGHWAY 378, SET NEAR A GATE TO A LARGE CHAIN
 DD2075'LINK FENCE ENCLOSURE (SOUTH CAROLINA HIGHWAY DEPARTMENT STORAGE
 DD2075'YARD), 41.21 METERS (135.2 FT) SOUTH OF THE CENTER OF THE EASTBOUND
 DD2075'LANES OF THE HIGHWAY, 10.08 METERS (33.1 FT) WEST OF THE WEST GATE
 DD2075'POST, 19.95 METERS (65.5 FT) EAST OF THE NORTHWEST CORNER OF THE
 DD2075'FENCE, 1.4 METERS (4.6 FT) NORTH OF THE NORTH SIDE OF THE FENCE,
 DD2075'32.55 METERS (106.8 FT) SOUTHEAST OF A POWER POLE SERVICING A WOODEN
 DD2075'HOUSE AND A MOBILE HOME.
 DD2075'THE MARK IS 1.36 METERS  N FROM  A WITNESS POST
 DD2075'THE MARK IS 0.1 M BELOW A LONG STRIP OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2074 ***********************************************************************
 DD2074  DESIGNATION -  026 077 AZ MK
 DD2074  PID         -  DD2074
 DD2074  STATE/COUNTY-  SC/HORRY
 DD2074  USGS QUAD   -  CONWAY (1980)
 DD2074
 DD2074                         *CURRENT SURVEY CONTROL
 DD2074  ___________________________________________________________________
 DD2074* NAD 83(2001)-  33 50 36.75620(N)    079 05 57.66355(W)     ADJUSTED  
 DD2074* NAVD 88     -         9.207  (meters)      30.21   (feet)  ADJUSTED  
 DD2074  ___________________________________________________________________
 DD2074  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DD2074  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DD2074  DYNAMIC HT  -           9.198 (meters)      30.18  (feet)  COMP
 DD2074  MODELED GRAV-     979,637.4   (mgal)                       NAVD 88
 DD2074
 DD2074  HORZ ORDER  -  SECOND
 DD2074  VERT ORDER  -  FIRST     CLASS II
 DD2074
 DD2074.The horizontal coordinates were established by classical geodetic methods
 DD2074.and adjusted by the National Geodetic Survey in March 2004..
 DD2074
 DD2074.The orthometric height was determined by differential leveling
 DD2074.and adjusted by the National Geodetic Survey in June 1991..
 DD2074
 DD2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2074
 DD2074.The geoid height was determined by GEOID03.
 DD2074
 DD2074.The dynamic height is computed by dividing the NAVD 88
 DD2074.geopotential number by the normal gravity value computed on the
 DD2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2074.degrees latitude (g = 980.6199 gals.).
 DD2074
 DD2074.The modeled gravity was interpolated from observed gravity values.
 DD2074
 DD2074;                    North         East     Units Scale Factor Converg.
 DD2074;SPC SC       -   224,541.324   785,466.918   MT  0.99979826   +1 03 13.4
 DD2074;SPC SC       -   736,684.13  2,576,991.20   iFT  0.99979826   +1 03 13.4
 DD2074;UTM  17      - 3,746,433.386   675,854.301   MT  0.99998124   +1 03 31.7
 DD2074
 DD2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2074!SPC SC       -   1.00000389  x   0.99979826  =   0.99980215
 DD2074!UTM  17      -   1.00000389  x   0.99998124  =   0.99998513
 DD2074
 DD2074                          SUPERSEDED SURVEY CONTROL
 DD2074
 DD2074  NAD 83(1986)-  33 50 36.76369(N)    079 05 57.66761(W) AD(       ) 2
 DD2074  NAD 27      -  33 50 36.15285(N)    079 05 58.52980(W) AD(       ) 2
 DD2074  NGVD 29 (03/21/89)    9.512  (m)           31.21   (f) ADJUSTED    1 2
 DD2074
 DD2074.Superseded values are not recommended for survey control.
 DD2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2074.See file dsdata.txt to determine how the superseded data were derived.
 DD2074
 DD2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7585446433(NAD 83)
 DD2074_MARKER: DD = SURVEY DISK
 DD2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2074_SP_SET: CONCRETE POST
 DD2074_STAMPING: AZ MK 026 - 077 1981
 DD2074_MARK LOGO: SCGS  
 DD2074_PROJECTION: FLUSH
 DD2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2074+STABILITY: SURFACE MOTION
 DD2074
 DD2074  HISTORY     - Date     Condition        Report By
 DD2074  HISTORY     - 1981     MONUMENTED       MJH
 DD2074  HISTORY     - 1986     GOOD             SCGS
 DD2074
 DD2074                          STATION DESCRIPTION
 DD2074
 DD2074'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2074'4.3 KM (2.7 MI) WEST FROM CONWAY.
 DD2074'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2074'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2074'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 4.0 KM
 DD2074'(2.5 MI) WESTERLY ALONG HIGHWAY 378, SET IN THE NORTHWEST ANGLE OF AN
 DD2074'OVERGROWN WOODS ROAD AND BETWEEN THE HIGHWAY DITCH AND THE WOODS,
 DD2074'19.15 METERS (62.8 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF
 DD2074'THE HIGHWAY, 29.7 METERS (97.4 FT) EAST OF A POWER POLE WITH A GUY
 DD2074'WIRE, 15.10 METERS (49.5 FT) EAST OF A 22-INCH POST OAK TREE, 10.90
 DD2074'METERS (35.8 FT) NORTHWEST OF THE CENTER OF THE EAST END OF THE
 DD2074'CONCRETE CULVERT PIPE UNDER THE ROAD.
 DD2074'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 DD2074'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2076 ***********************************************************************
 DD2076  DESIGNATION -  026 077 RM 1
 DD2076  PID         -  DD2076
 DD2076  STATE/COUNTY-  SC/HORRY
 DD2076  USGS QUAD   -  CONWAY (1980)
 DD2076
 DD2076                         *CURRENT SURVEY CONTROL
 DD2076  ___________________________________________________________________
 DD2076* NAD 83(1986)-  33 50 32.     (N)    079 06 16.     (W)     SCALED    
 DD2076* NAVD 88     -         9.996  (meters)      32.80   (feet)  ADJUSTED  
 DD2076  ___________________________________________________________________
 DD2076  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DD2076  DYNAMIC HT  -           9.986 (meters)      32.76  (feet)  COMP
 DD2076  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 DD2076
 DD2076  VERT ORDER  -  FIRST     CLASS II
 DD2076
 DD2076.The horizontal coordinates were scaled from a topographic map and have
 DD2076.an estimated accuracy of +/- 6 seconds.
 DD2076
 DD2076.The orthometric height was determined by differential leveling
 DD2076.and adjusted by the National Geodetic Survey in June 1991..
 DD2076
 DD2076.The geoid height was determined by GEOID03.
 DD2076
 DD2076.The dynamic height is computed by dividing the NAVD 88
 DD2076.geopotential number by the normal gravity value computed on the
 DD2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2076.degrees latitude (g = 980.6199 gals.).
 DD2076
 DD2076.The modeled gravity was interpolated from observed gravity values.
 DD2076
 DD2076;                    North         East    Units  Estimated Accuracy
 DD2076;SPC SC       -   224,390.      785,000.      MT  (+/- 180 meters Scaled)
 DD2076
 DD2076                          SUPERSEDED SURVEY CONTROL
 DD2076
 DD2076  NGVD 29 (03/21/89)   10.300  (m)           33.79   (f) ADJUSTED    1 2
 DD2076
 DD2076.Superseded values are not recommended for survey control.
 DD2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2076.See file dsdata.txt to determine how the superseded data were derived.
 DD2076
 DD2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT753462(NAD 83)
 DD2076_MARKER: DD = SURVEY DISK
 DD2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2076_SP_SET: CONCRETE POST
 DD2076_STAMPING: RM 1 026 - 077 1981
 DD2076_MARK LOGO: SCGS  
 DD2076_PROJECTION: FLUSH
 DD2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2076+STABILITY: SURFACE MOTION
 DD2076
 DD2076  HISTORY     - Date     Condition        Report By
 DD2076  HISTORY     - 1981     MONUMENTED       SCGS
 DD2076  HISTORY     - 1986     GOOD             SCGS
 DD2076
 DD2076                          STATION DESCRIPTION
 DD2076
 DD2076'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2076'4.7 KM (2.9 MI) WEST FROM CONWAY.
 DD2076'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2076'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2076'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 4.5 KM
 DD2076'(2.8 MI) WESTERLY ALONG HIGHWAY 378, SET NEAR THE NORTHWEST CORNER OF
 DD2076'A LARGE CHAIN LINK FENCE ENCLOSURE (STATE HIGHWAY DEPARTMENT STORAGE
 DD2076'YARD), 41.58 METERS (136.4 FT) SOUTH OF THE CENTER OF THE EAST-BOUND
 DD2076'LANES OF THE HIGHWAY, 0.66 METER (2.2 FT) NORTH OF THE CORNER OF THE
 DD2076'FENCE, 3.6 METERS (11.8 FT) EAST OF THE EAST SIDE OF A FENCE AROUND A
 DD2076'MOBILE HOME, 29.26 METERS (96.0 FT) SOUTH OF A POWER POLE SERVICING
 DD2076'THE MOBILE HOME AND A WOODEN HOUSE, 20.82 METERS (68.3 FT) WEST OF
 DD2076'SURVEY MARK 026 077 SCGS.
 DD2076'THE MARK IS 0.65 METERS  NW FROM  A WITNESS POST
 DD2076'THE MARK IS 0.1 M BELOW A LONG STRIP OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1675 ***********************************************************************
 DD1675  DESIGNATION -  026 078 AZ MK
 DD1675  PID         -  DD1675
 DD1675  STATE/COUNTY-  SC/HORRY
 DD1675  USGS QUAD   -  HAND (1984)
 DD1675
 DD1675                         *CURRENT SURVEY CONTROL
 DD1675  ___________________________________________________________________
 DD1675* NAD 83(2001)-  33 46 17.53761(N)    078 48 03.80626(W)     ADJUSTED  
 DD1675* NAVD 88     -         7.953  (meters)      26.09   (feet)  ADJUSTED  
 DD1675  ___________________________________________________________________
 DD1675  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 DD1675  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1675  DYNAMIC HT  -           7.945 (meters)      26.07  (feet)  COMP
 DD1675  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DD1675
 DD1675  HORZ ORDER  -  SECOND
 DD1675  VERT ORDER  -  FIRST     CLASS II
 DD1675
 DD1675.The horizontal coordinates were established by classical geodetic methods
 DD1675.and adjusted by the National Geodetic Survey in March 2004..
 DD1675
 DD1675.The orthometric height was determined by differential leveling
 DD1675.and adjusted by the National Geodetic Survey in June 1991..
 DD1675
 DD1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1675
 DD1675.The geoid height was determined by GEOID03.
 DD1675
 DD1675.The dynamic height is computed by dividing the NAVD 88
 DD1675.geopotential number by the normal gravity value computed on the
 DD1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1675.degrees latitude (g = 980.6199 gals.).
 DD1675
 DD1675.The modeled gravity was interpolated from observed gravity values.
 DD1675
 DD1675;                    North         East     Units Scale Factor Converg.
 DD1675;SPC SC       -   217,105.457   813,234.017   MT  0.99979524   +1 13 08.7
 DD1675;SPC SC       -   712,288.24  2,668,090.61   iFT  0.99979524   +1 13 08.7
 DD1675;UTM  17      - 3,738,997.821   703,628.863   MT  1.00011120   +1 13 22.0
 DD1675
 DD1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1675!SPC SC       -   1.00000421  x   0.99979524  =   0.99979945
 DD1675!UTM  17      -   1.00000421  x   1.00011120  =   1.00011541
 DD1675
 DD1675:                Primary Azimuth Mark                     Grid Az
 DD1675:SPC SC       -  VAUGHT RM 6 RM A AZ MK                   045 25 09.6
 DD1675:UTM  17      -  VAUGHT RM 6 RM A AZ MK                   045 24 56.3
 DD1675
 DD1675|---------------------------------------------------------------------|
 DD1675| PID    Reference Object                     Distance      Geod. Az  |
 DD1675|                                                           dddmmss.s |
 DD1675| DD2734 VAUGHT RM 6 RM A AZ MK              APPROX. 0.5 KM 0463818.3 |
 DD1675|---------------------------------------------------------------------|
 DD1675
 DD1675                          SUPERSEDED SURVEY CONTROL
 DD1675
 DD1675  NAD 83(1986)-  33 46 17.54620(N)    078 48 03.81122(W) AD(       ) 2
 DD1675  NAD 27      -  33 46 16.92698(N)    078 48 04.73390(W) AD(       ) 2
 DD1675  NGVD 29 (03/21/89)    8.263  (m)           27.11   (f) ADJUSTED    1 2
 DD1675
 DD1675.Superseded values are not recommended for survey control.
 DD1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1675.See file dsdata.txt to determine how the superseded data were derived.
 DD1675
 DD1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0362938998(NAD 83)
 DD1675_MARKER: DD = SURVEY DISK
 DD1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1675_SP_SET: CONCRETE POST
 DD1675_STAMPING: AZ MK 026 - 078 1981
 DD1675_MARK LOGO: SCGS  
 DD1675_PROJECTION: RECESSED 10 CENTIMETERS
 DD1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1675+STABILITY: SURFACE MOTION
 DD1675
 DD1675  HISTORY     - Date     Condition        Report By
 DD1675  HISTORY     - 1981     MONUMENTED       MJH
 DD1675  HISTORY     - 1986     GOOD             SCGS
 DD1675  HISTORY     - 19920717 MARK NOT FOUND   NGS
 DD1675
 DD1675                          STATION DESCRIPTION
 DD1675
 DD1675'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1675'11.5 KM (7.15 MI) NE FROM MYRTLE BEACH.
 DD1675'11.2 KM (6.95 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1675'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1675'MYRTLE BEACH TO THE OVERPASS OF U.S. HIGHWAY 17 BYPASS, CONTINUE 0.6
 DD1675'KM (0.4 MI) NORTHEASTERLY ALONG HIGHWAY 17, SET NEAR A POWER POLE
 DD1675'48202/8A, 1.0 METER (3.28 FT) WEST SOUTHWEST OF THE POWER POLE, 5.1
 DD1675'METERS (16.73 FT) NORTH NORTHWEST OF A 16 INCH BLAZED PINE TREE AT
 DD1675'THE TIMBERLINE, 4.33 METERS (14.2 FT) SOUTH SOUTHEAST OF THE CURB OF
 DD1675'THE EMERGENCY LANE, 65.15 METERS (213.75 FT) SOUTHWEST OF THE CENTER
 DD1675'OF A MANHOLE COVER.
 DD1675'THE MARK IS 1.00 METERS  WSW FROM A WITNESS POST.
 DD1675
 DD1675                          STATION RECOVERY (1992)
 DD1675
 DD1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1675'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1596 ***********************************************************************
 DD1596  DESIGNATION -  026 078 RM 1
 DD1596  PID         -  DD1596
 DD1596  STATE/COUNTY-  SC/HORRY
 DD1596  USGS QUAD   -  HAND (1984)
 DD1596
 DD1596                         *CURRENT SURVEY CONTROL
 DD1596  ___________________________________________________________________
 DD1596* NAD 83(1986)-  33 46 02.     (N)    078 48 19.     (W)     SCALED    
 DD1596* NAVD 88     -        16.783  (meters)      55.06   (feet)  ADJUSTED  
 DD1596  ___________________________________________________________________
 DD1596  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1596  DYNAMIC HT  -          16.766 (meters)      55.01  (feet)  COMP
 DD1596  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 DD1596
 DD1596  VERT ORDER  -  FIRST     CLASS II
 DD1596
 DD1596.The horizontal coordinates were scaled from a topographic map and have
 DD1596.an estimated accuracy of +/- 6 seconds.
 DD1596
 DD1596.The orthometric height was determined by differential leveling
 DD1596.and adjusted by the National Geodetic Survey in June 1991..
 DD1596
 DD1596.The geoid height was determined by GEOID03.
 DD1596
 DD1596.The dynamic height is computed by dividing the NAVD 88
 DD1596.geopotential number by the normal gravity value computed on the
 DD1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1596.degrees latitude (g = 980.6199 gals.).
 DD1596
 DD1596.The modeled gravity was interpolated from observed gravity values.
 DD1596
 DD1596;                    North         East    Units  Estimated Accuracy
 DD1596;SPC SC       -   216,620.      812,850.      MT  (+/- 180 meters Scaled)
 DD1596
 DD1596                          SUPERSEDED SURVEY CONTROL
 DD1596
 DD1596  NGVD 29 (03/21/89)   17.099  (m)           56.10   (f) ADJUSTED    1 2
 DD1596
 DD1596.Superseded values are not recommended for survey control.
 DD1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1596.See file dsdata.txt to determine how the superseded data were derived.
 DD1596
 DD1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT032385(NAD 83)
 DD1596_MARKER: DD = SURVEY DISK
 DD1596_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1596_SP_SET: DECK OF OVERPASS
 DD1596_STAMPING: RM 1 026 - 078 1981
 DD1596_MARK LOGO: SCGS  
 DD1596_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1596+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1997
 DD1596
 DD1596  HISTORY     - Date     Condition        Report By
 DD1596  HISTORY     - 1981     MONUMENTED       SCGS
 DD1596  HISTORY     - 1986     GOOD             SCGS
 DD1596  HISTORY     - 19970610 GOOD             SCGS
 DD1596
 DD1596                          STATION DESCRIPTION
 DD1596
 DD1596'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1596'10.9 KM (6.8 MI) NE FROM MYRTLE BEACH.
 DD1596'11.2 KM (6.95 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1596'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE
 DD1596'BEACH, SET IN THE SOUTHWEST CORNER OF THE DECK OF THE OVERPASS OF
 DD1596'U.S. HIGHWAY 17 BYPASS.
 DD1596'THE MARK IS 1.12 METERS  NE FROM A WITNESS POST.
 DD1596
 DD1596                          STATION RECOVERY (1997)
 DD1596
 DD1596'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1596'STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE OVERPASS AT THE
 DD1596'JUNCTION OF U.S.  HIGHWAYS 17 BUSINESS AND 17 BYPASS, 7.15 MILES
 DD1596'(11.51 KM) NORTHEAST OF MYRTLE BEACH, 14.7 MILES (23.7 KM) EAST
 DD1596'SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DD1596'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A
 DD1596'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DECK OF THE
 DD1596'OVERPASS, 28.8 FEET (8.8 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 DD1596'NORTHBOUND LANES OF THE HIGHWAY, 1.6 FEET (0.5 M) EAST NORTHEAST OF
 DD1596'THE WEST END OF THE CONCRETE RAIL OF THE OVERPASS, 3.7 FEET (1.1 M)
 DD1596'NORTHEAST OF A WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1921 ***********************************************************************
 EB1921  DESIGNATION -  026 080
 EB1921  PID         -  EB1921
 EB1921  STATE/COUNTY-  SC/HORRY
 EB1921  USGS QUAD   -  LORIS (1962)
 EB1921
 EB1921                         *CURRENT SURVEY CONTROL
 EB1921  ___________________________________________________________________
 EB1921* NAD 83(2001)-  34 04 01.12003(N)    078 59 37.76262(W)     ADJUSTED  
 EB1921* NAVD 88     -        30.632  (meters)     100.50   (feet)  ADJUSTED  
 EB1921  ___________________________________________________________________
 EB1921  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 EB1921  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EB1921  DYNAMIC HT  -          30.602 (meters)     100.40  (feet)  COMP
 EB1921  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 EB1921
 EB1921  HORZ ORDER  -  SECOND
 EB1921  VERT ORDER  -  FIRST     CLASS II
 EB1921
 EB1921.The horizontal coordinates were established by classical geodetic methods
 EB1921.and adjusted by the National Geodetic Survey in March 2004..
 EB1921
 EB1921.The orthometric height was determined by differential leveling
 EB1921.and adjusted by the National Geodetic Survey in June 1991..
 EB1921
 EB1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1921
 EB1921.The geoid height was determined by GEOID03.
 EB1921
 EB1921.The dynamic height is computed by dividing the NAVD 88
 EB1921.geopotential number by the normal gravity value computed on the
 EB1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1921.degrees latitude (g = 980.6199 gals.).
 EB1921
 EB1921.The modeled gravity was interpolated from observed gravity values.
 EB1921
 EB1921;                    North         East     Units Scale Factor Converg.
 EB1921;SPC SC       -   249,500.123   794,749.249   MT  0.99981766   +1 06 44.0
 EB1921;SPC SC       -   818,569.96  2,607,445.04   iFT  0.99981766   +1 06 44.0
 EB1921;UTM  17      - 3,771,398.417   685,134.773   MT  1.00002252   +1 07 26.8
 EB1921
 EB1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1921!SPC SC       -   1.00000054  x   0.99981766  =   0.99981820
 EB1921!UTM  17      -   1.00000054  x   1.00002252  =   1.00002306
 EB1921
 EB1921|---------------------------------------------------------------------|
 EB1921| PID    Reference Object                     Distance      Geod. Az  |
 EB1921|                                                           dddmmss.s |
 EB1921| EB1920 026 080 AZ MK                       371.845 METERS 25914     |
 EB1921| EB1922 026 080 RM 1                         23.286 METERS 31517     |
 EB1921|---------------------------------------------------------------------|
 EB1921
 EB1921                          SUPERSEDED SURVEY CONTROL
 EB1921
 EB1921  NAD 83(1986)-  34 04 01.12770(N)    078 59 37.76697(W) AD(       ) 2
 EB1921  NAD 27      -  34 04 00.52011(N)    078 59 38.64190(W) AD(       ) 2
 EB1921  NGVD 29 (03/21/89)   30.938  (m)          101.50   (f) ADJUSTED    1 2
 EB1921
 EB1921.Superseded values are not recommended for survey control.
 EB1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1921.See file dsdata.txt to determine how the superseded data were derived.
 EB1921
 EB1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8513571398(NAD 83)
 EB1921_MARKER: DD = SURVEY DISK
 EB1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1921_SP_SET: CONCRETE POST
 EB1921_STAMPING: HORZ 026 - 080 1981
 EB1921_MARK LOGO: SCGS  
 EB1921_PROJECTION: RECESSED 3 CENTIMETERS
 EB1921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1921+STABILITY: SURFACE MOTION
 EB1921
 EB1921  HISTORY     - Date     Condition        Report By
 EB1921  HISTORY     - 1982     MONUMENTED       SCGS
 EB1921  HISTORY     - 1986     GOOD             SCGS
 EB1921
 EB1921                          STATION DESCRIPTION
 EB1921
 EB1921'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB1921'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) WEST OF LORIS, 6.4 KM (4
 EB1921'MI) NORTH OF THE BAYBORO COMMUNITY, AND 3.2 KM (2 MI) SOUTH OF
 EB1921'FINKLEAS CROSSROADS.  FOR INFORMATION CONTACT-  MRS. MILDRED HOLT,
 EB1921'PROPERTY OWNER.
 EB1921'
 EB1921'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 701 AND STATE
 EB1921'HIGHWAY 410 ABOUT 10 MILES NORTH OF CONWAY, GO NORTH ON STATE HIGHWAY
 EB1921'410 FOR 4.0 KM (2.5 MI) TO CROSSROAD AT BAYBORO COMMUNITY.  CONTINUE
 EB1921'NNE ON STATE HIGHWAY 410 FOR 6.6 KM (4.1 MI) TO STATE HIGHWAY 744 ON
 EB1921'LEFT.  CONTINUE .2 KM (.1 MI) ON 410 TO DIRT ROAD ON RIGHT AND
 EB1921'STATION SITE IN CORNER OF YARD.
 EB1921'
 EB1921'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1921'---026 080 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB1921'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 35.0 METERS SE FROM
 EB1921'CENTER LINE OF STATE HIGHWAY 410, 26.5 METERS NE FROM CENTER LINE OF
 EB1921'DIRT DRIVE, 17.8 METERS NW FROM THE NE CORNER OF A STORAGE
 EB1921'BUILDING, 26.1 METERS SW FROM POWER POLE, AND 13.1 METERS W FROM 12
 EB1921'INCH PINE TREE.
 EB1921'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1921'DISK STAMPED---026 080 1981---SET INTO AN IRREGULAR MASS OF
 EB1921'CONCRETE 1.1 METERS BELOW THE SURFACE.
 EB1921'
 EB1921'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1921'DISK STAMPED---RM 1 026 080 1981---SET INTO THE TOP OF A ROUND
 EB1921'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB1921'11.7 METERS SE FROM CENTER LINE OF STATE HIGHWAY 410, 38.1 METERS NE
 EB1921'FROM CENTER LINE OF DIRT DRIVE, 39.5 METERS NW FROM THE NORTHEAST
 EB1921'CORNER OF THE STORAGE BUILDING, AND 36.1 METERS W FROM THE POWER
 EB1921'POLE.
 EB1921'
 EB1921'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1921'STAMPED---AZ MK 026 080 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB1921'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.5 METERS
 EB1921'NW FROM METAL WITNESS POST,  1.2 METERS NE FROM POWER LINE POLE 6H2,
 EB1921'AND  8.4 METERS SW FROM CENTER LINE OF COUNTY ROAD 744.
 EB1921'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST FOR 0.2 KM
 EB1921'(0.1 MI) TO STATE HIGHWAY 744 ON RIGHT.  TURN RIGHT AND GO 0.2 KM
 EB1921'(0.1 MI) TO POWER LINE POLE 6H2 ON LEFT AND AZIMUTH.
 EB1921
 EB1921                          STATION RECOVERY (1986)
 EB1921
 EB1921'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1921'23.1 KM (14.35 MI) SE FROM NICHOLS.
 EB1921'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1921'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1921'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1921'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1921'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1921'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1921'6.6 KM (4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF
 EB1921'STATE HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 1.75 KM (1.1 MI)
 EB1921'NORTHEAST ALONG HIGHWAY 410, SET NEAR A BARN IN THE EAST ANGLE OF A
 EB1921'SAND ROAD LEADING EAST SOUTHEAST, 17.68 METERS (58.0 FT) WEST
 EB1921'NORTHWEST OF THE NORTH CORNER OF THE BARN, 35.03 METERS (114.9 FT)
 EB1921'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 25.55 METERS (83.8 FT) NORTH
 EB1921'NORTHEAST OF THE CENTER OF THE SAND ROAD, 39.13 METERS (128.4 FT) EAST
 EB1921'OF A DOUBLE-TRUNKED PECAN TREE, 26.05 METERS (85.5 FT) SOUTHWEST OF A
 EB1921'POWER POLE WITH A METER BOX.
 EB1921'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1920 ***********************************************************************
 EB1920  DESIGNATION -  026 080 AZ MK
 EB1920  PID         -  EB1920
 EB1920  STATE/COUNTY-  SC/HORRY
 EB1920  USGS QUAD   -  LORIS (1962)
 EB1920
 EB1920                         *CURRENT SURVEY CONTROL
 EB1920  ___________________________________________________________________
 EB1920* NAD 83(2001)-  34 03 58.86478(N)    078 59 52.00837(W)     ADJUSTED  
 EB1920* NAVD 88     -        29.224  (meters)      95.88   (feet)  ADJUSTED  
 EB1920  ___________________________________________________________________
 EB1920  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 EB1920  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 EB1920  DYNAMIC HT  -          29.195 (meters)      95.78  (feet)  COMP
 EB1920  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 EB1920
 EB1920  HORZ ORDER  -  SECOND
 EB1920  VERT ORDER  -  FIRST     CLASS II
 EB1920
 EB1920.The horizontal coordinates were established by classical geodetic methods
 EB1920.and adjusted by the National Geodetic Survey in March 2004..
 EB1920
 EB1920.The orthometric height was determined by differential leveling
 EB1920.and adjusted by the National Geodetic Survey in June 1991..
 EB1920
 EB1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1920
 EB1920.The geoid height was determined by GEOID03.
 EB1920
 EB1920.The dynamic height is computed by dividing the NAVD 88
 EB1920.geopotential number by the normal gravity value computed on the
 EB1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1920.degrees latitude (g = 980.6199 gals.).
 EB1920
 EB1920.The modeled gravity was interpolated from observed gravity values.
 EB1920
 EB1920;                    North         East     Units Scale Factor Converg.
 EB1920;SPC SC       -   249,423.578   794,385.436   MT  0.99981758   +1 06 36.1
 EB1920;SPC SC       -   818,318.83  2,606,251.43   iFT  0.99981758   +1 06 36.1
 EB1920;UTM  17      - 3,771,321.781   684,770.902   MT  1.00002087   +1 07 18.7
 EB1920
 EB1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1920!SPC SC       -   1.00000076  x   0.99981758  =   0.99981834
 EB1920!UTM  17      -   1.00000076  x   1.00002087  =   1.00002163
 EB1920
 EB1920                          SUPERSEDED SURVEY CONTROL
 EB1920
 EB1920  NAD 83(1986)-  34 03 58.87238(N)    078 59 52.01271(W) AD(       ) 2
 EB1920  NAD 27      -  34 03 58.26522(N)    078 59 52.88732(W) AD(       ) 2
 EB1920  NGVD 29 (03/21/89)   29.530  (m)           96.88   (f) ADJUSTED    1 2
 EB1920
 EB1920.Superseded values are not recommended for survey control.
 EB1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1920.See file dsdata.txt to determine how the superseded data were derived.
 EB1920
 EB1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8477171322(NAD 83)
 EB1920_MARKER: DD = SURVEY DISK
 EB1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1920_SP_SET: CONCRETE POST
 EB1920_STAMPING: AZ MK 026 - O8O 1981
 EB1920_MARK LOGO: SCGS  
 EB1920_PROJECTION: RECESSED 4 CENTIMETERS
 EB1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1920+STABILITY: SURFACE MOTION
 EB1920
 EB1920  HISTORY     - Date     Condition        Report By
 EB1920  HISTORY     - 1981     MONUMENTED       MJH
 EB1920  HISTORY     - 1986     GOOD             SCGS
 EB1920
 EB1920                          STATION DESCRIPTION
 EB1920
 EB1920'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1920'23.0 KM (14.3 MI) SE FROM NICHOLS.
 EB1920'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1920'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1920'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1920'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1920'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1920'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1920'6.6 KM (4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF
 EB1920'STATE HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 1.55 KM (0.95 MI)
 EB1920'NORTHEAST ALONG HIGHWAY 410, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG
 EB1920'STATE ROAD 744, SET NEAR POWER POLE 6H2 AT THE EDGE OF A CULTIVATED
 EB1920'FIELD, 8.7 METERS (28.5 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 EB1920'1.09 METERS (3.6 FT) NORTHEAST OF THE POWER POLE, 39.8 METERS
 EB1920'(130.6 FT) SOUTHEAST OF THE CENTER OF A DITCH BETWEEN TWO FIELDS,
 EB1920'119.8 METERS (393.0 FT) NORTHWEST OF THE EXTENDED CENTER OF A DRIVEWAY
 EB1920'TO A BRICK HOUSE.
 EB1920'THE MARK IS 0.98 METERS  NE FROM  A WITNESS POST
 EB1920'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1922 ***********************************************************************
 EB1922  DESIGNATION -  026 080 RM 1
 EB1922  PID         -  EB1922
 EB1922  STATE/COUNTY-  SC/HORRY
 EB1922  USGS QUAD   -  LORIS (1962)
 EB1922
 EB1922                         *CURRENT SURVEY CONTROL
 EB1922  ___________________________________________________________________
 EB1922* NAD 83(1986)-  34 04 03.     (N)    078 59 37.     (W)     SCALED    
 EB1922* NAVD 88     -        29.926  (meters)      98.18   (feet)  ADJUSTED  
 EB1922  ___________________________________________________________________
 EB1922  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EB1922  DYNAMIC HT  -          29.897 (meters)      98.09  (feet)  COMP
 EB1922  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 EB1922
 EB1922  VERT ORDER  -  FIRST     CLASS II
 EB1922
 EB1922.The horizontal coordinates were scaled from a topographic map and have
 EB1922.an estimated accuracy of +/- 6 seconds.
 EB1922
 EB1922.The orthometric height was determined by differential leveling
 EB1922.and adjusted by the National Geodetic Survey in June 1991..
 EB1922
 EB1922.The geoid height was determined by GEOID03.
 EB1922
 EB1922.The dynamic height is computed by dividing the NAVD 88
 EB1922.geopotential number by the normal gravity value computed on the
 EB1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1922.degrees latitude (g = 980.6199 gals.).
 EB1922
 EB1922.The modeled gravity was interpolated from observed gravity values.
 EB1922
 EB1922;                    North         East    Units  Estimated Accuracy
 EB1922;SPC SC       -   249,560.      794,770.      MT  (+/- 180 meters Scaled)
 EB1922
 EB1922                          SUPERSEDED SURVEY CONTROL
 EB1922
 EB1922  NGVD 29 (03/21/89)   30.232  (m)           99.19   (f) ADJUSTED    1 2
 EB1922
 EB1922.Superseded values are not recommended for survey control.
 EB1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1922.See file dsdata.txt to determine how the superseded data were derived.
 EB1922
 EB1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT851714(NAD 83)
 EB1922_MARKER: DD = SURVEY DISK
 EB1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1922_SP_SET: CONCRETE POST
 EB1922_STAMPING: RM 1 026 - 080 1981
 EB1922_MARK LOGO: SCGS  
 EB1922_PROJECTION: RECESSED 4 CENTIMETERS
 EB1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1922+STABILITY: SURFACE MOTION
 EB1922
 EB1922  HISTORY     - Date     Condition        Report By
 EB1922  HISTORY     - 1981     MONUMENTED       SCGS
 EB1922  HISTORY     - 1986     GOOD             SCGS
 EB1922
 EB1922                          STATION DESCRIPTION
 EB1922
 EB1922'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1922'23.1 KM (14.35 MI) SE FROM NICHOLS.
 EB1922'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1922'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1922'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1922'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1922'9, THENCE 12.3  KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1922'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1922'6.6 KM (4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF
 EB1922'STATE HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 1.75 KM (1.1 MI)
 EB1922'NORTHEAST ALONG HIGHWAY 410, SET ON THE SOUTHWEST SIDE OF A LARGE
 EB1922'CEDAR SHRUB IN THE EAST ANGLE OF A SAND ROAD, 11.70 METERS (38.4 FT)
 EB1922'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 35.90 METERS (117.8 FT) NORTH
 EB1922'NORTHEAST OF THE CENTER OF THE SAND ROAD, 33.29 METERS (109.2 FT)
 EB1922'SOUTHWEST OF A DOUBLE-TRUNKED PECAN TREE, 39.33 METERS (129.0 FT)
 EB1922'NORTHWEST OF THE NORTH CORNER OF A BARN, 36.12 METERS (118.5 FT) WEST
 EB1922'OF A POWER POLE WITH A METER BOX, 23.28 METERS (76.4 FT) NORTHWEST OF
 EB1922'SURVEY MARK 026 080 SCGS.
 EB1922'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1927 ***********************************************************************
 EB1927  DESIGNATION -  026 081
 EB1927  PID         -  EB1927
 EB1927  STATE/COUNTY-  SC/HORRY
 EB1927  USGS QUAD   -  BAYBORO (1981)
 EB1927
 EB1927                         *CURRENT SURVEY CONTROL
 EB1927  ___________________________________________________________________
 EB1927* NAD 83(2001)-  34 00 47.09131(N)    079 02 55.06720(W)     ADJUSTED  
 EB1927* NAVD 88     -        32.959  (meters)     108.13   (feet)  ADJUSTED  
 EB1927  ___________________________________________________________________
 EB1927  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 EB1927  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 EB1927  DYNAMIC HT  -          32.926 (meters)     108.02  (feet)  COMP
 EB1927  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 EB1927
 EB1927  HORZ ORDER  -  SECOND
 EB1927  VERT ORDER  -  FIRST     CLASS II
 EB1927
 EB1927.The horizontal coordinates were established by classical geodetic methods
 EB1927.and adjusted by the National Geodetic Survey in March 2004..
 EB1927
 EB1927.The orthometric height was determined by differential leveling
 EB1927.and adjusted by the National Geodetic Survey in June 1991..
 EB1927
 EB1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1927
 EB1927.The geoid height was determined by GEOID03.
 EB1927
 EB1927.The dynamic height is computed by dividing the NAVD 88
 EB1927.geopotential number by the normal gravity value computed on the
 EB1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1927.degrees latitude (g = 980.6199 gals.).
 EB1927
 EB1927.The modeled gravity was interpolated from observed gravity values.
 EB1927
 EB1927;                    North         East     Units Scale Factor Converg.
 EB1927;SPC SC       -   243,427.043   789,804.613   MT  0.99981159   +1 04 54.6
 EB1927;SPC SC       -   798,645.15  2,591,222.48   iFT  0.99981159   +1 04 54.6
 EB1927;UTM  17      - 3,765,323.197   680,190.324   MT  1.00000026   +1 05 30.7
 EB1927
 EB1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1927!SPC SC       -   1.00000015  x   0.99981159  =   0.99981174
 EB1927!UTM  17      -   1.00000015  x   1.00000026  =   1.00000041
 EB1927
 EB1927:                Primary Azimuth Mark                     Grid Az
 EB1927:SPC SC       -  026 081 AZ MK                            096 02 10.2
 EB1927:UTM  17      -  026 081 AZ MK                            096 01 34.1
 EB1927
 EB1927|---------------------------------------------------------------------|
 EB1927| PID    Reference Object                     Distance      Geod. Az  |
 EB1927|                                                           dddmmss.s |
 EB1927| EB1926 026 081 AZ MK                       APPROX. 1.0 KM 0970704.8 |
 EB1927| EB1928 026 081 RM 1                         32.303 METERS 21526     |
 EB1927|---------------------------------------------------------------------|
 EB1927
 EB1927                          SUPERSEDED SURVEY CONTROL
 EB1927
 EB1927  NAD 83(1986)-  34 00 47.09919(N)    079 02 55.07116(W) AD(       ) 2
 EB1927  NAD 27      -  34 00 46.48068(N)    079 02 55.95722(W) AD(       ) 2
 EB1927  NGVD 29 (03/21/89)   33.264  (m)          109.13   (f) ADJUSTED    1 2
 EB1927
 EB1927.Superseded values are not recommended for survey control.
 EB1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1927.See file dsdata.txt to determine how the superseded data were derived.
 EB1927
 EB1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8019065323(NAD 83)
 EB1927_MARKER: DD = SURVEY DISK
 EB1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1927_SP_SET: CONCRETE POST
 EB1927_STAMPING: HORZ 026 - 081 1981
 EB1927_MARK LOGO: SCGS  
 EB1927_PROJECTION: RECESSED 5 CENTIMETERS
 EB1927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1927+STABILITY: SURFACE MOTION
 EB1927
 EB1927  HISTORY     - Date     Condition        Report By
 EB1927  HISTORY     - 1982     MONUMENTED       SCGS
 EB1927  HISTORY     - 1986     GOOD             SCGS
 EB1927  HISTORY     - 20041108 GOOD             USPSQD
 EB1927
 EB1927                          STATION DESCRIPTION
 EB1927
 EB1927'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB1927'THE STATION IS LOCATED STATION IS LOCATED 17.7 KM (11.0 MI) NORTH OF
 EB1927'CONWAY, ABOUT 14.5 KM (9.0 MI) WEST OF LORIS, ABOUT 14.5 KM (9.0 MI)
 EB1927'EAST OF AYNOR, IS ON COUNTY PROPERTY AT A COUNTY PARK AND RECREATION
 EB1927'AREA.
 EB1927'
 EB1927'TO REACH THE STATION FROM THE SMALL COMMUNITY OF BAYBORO, GO WEST ON
 EB1927'STATE ROUTE 45 FOR 2.4 KM (1.5 MI) TO COUNTY PARK AND STATION AT LEFT.
 EB1927'
 EB1927'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1927'---026 081 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB1927'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 24.1 METERS SE FROM HIGH
 EB1927'VOLTAGE ENCLOSURE, 10.0 METERS E FROM THE SE CORNER OF TENNIS
 EB1927'COURT FENCE,  0.6 METERS NW FROM METAL WITNESS,  9.4 METERS NW FROM
 EB1927'EDGE OF 5-FOOT DRAINAGE DITCH, AND 40.5 METERS NE FROM THE
 EB1927'SOUTHWEST CORNER OF THE TENNIS COURT FENCE.
 EB1927'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1927'DISK STAMPED---026 081 1981---SET INTO AN IRREGULAR MASS OF
 EB1927'CONCRETE 1.3 METERS BELOW THE SURFACE.
 EB1927'
 EB1927'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1927'DISK STAMPED---RM 1 026 081 1981---SET INTO THE TOP OF A ROUND
 EB1927'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB1927'1.1 METERS S FROM LIGHT POLE,  0.6 METERS ESE FROM THE FENCE
 EB1927'LINE,  8.2 METERS NE FROM THE SOUTHWEST CORNER OF TENNIS COURT,
 EB1927'AND 32.3 METERS SW FROM THE METAL WITNESS POST AT THE STATION.
 EB1927'
 EB1927'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1927'STAMPED---AZ MK 026 081 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB1927'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.9 METERS
 EB1927'S FROM METAL WITNESS POST,  0.8 METERS W FROM POWER POLE WITH GUIDE,
 EB1927'5.3 METERS N FROM CENTER LINE OF COUNTY ROAD 45, AND 18.7 METERS N
 EB1927'FROM THE VERTICAL FUEL STORAGE TANK.
 EB1927'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE ROUTE
 EB1927'FOR 1.1 KM (0.7 MI) TO THE STATION ON THE LEFT.
 EB1927
 EB1927                          STATION RECOVERY (1986)
 EB1927
 EB1927'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1927'25.9 KM (16.1 MI) SSE FROM NICHOLS.
 EB1927'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1927'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1927'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1927'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1927'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1927'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE 6.6
 EB1927'KM (4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF STATE
 EB1927'HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 5.4 KM (3.35 MI) SOUTHERLY
 EB1927'ALONG HIGHWAY 410 TO BAYBORO, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG
 EB1927'STATE ROAD 45 TO THE EAST ENTRANCE OF A COUNTY PARK, THENCE 0.1 KM
 EB1927'(0.05 MI) SOUTH TO A TENNIS COURT, SET NEAR THE NORTHEAST CORNER OF
 EB1927'THE FENCE SURROUNDING THE COURT, 9.94 METERS (32.6 FT) EAST OF THE
 EB1927'FENCE CORNER, 39.69 METERS (130.2 FT) SOUTH OF THE SOUTHEAST CORNER
 EB1927'POST OF A PAVILION, 40.44 METERS (132.7 FT) NORTHEAST OF THE SOUTHEAST
 EB1927'FENCE CORNER, 10.97 METERS (36.0 FT) NORTHWEST OF THE CENTER OF A
 EB1927'DITCH, 32.32 METERS (106.0 FT) NORTHEAST OF SURVEY MARK 026 081 RM 1
 EB1927'SCGS.
 EB1927'THE MARK IS 9.18 METERS  E FROM  A WITNESS POST
 EB1927'THE MARK IS ABOVE LEVEL WITH THE COURT.
 EB1927
 EB1927                          STATION RECOVERY (2004)
 EB1927
 EB1927'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1926 ***********************************************************************
 EB1926  DESIGNATION -  026 081 AZ MK
 EB1926  PID         -  EB1926
 EB1926  STATE/COUNTY-  SC/HORRY
 EB1926  USGS QUAD   -  BAYBORO (1981)
 EB1926
 EB1926                         *CURRENT SURVEY CONTROL
 EB1926  ___________________________________________________________________
 EB1926* NAD 83(2001)-  34 00 42.90267(N)    079 02 14.80600(W)     ADJUSTED  
 EB1926* NAVD 88     -        33.019  (meters)     108.33   (feet)  ADJUSTED  
 EB1926  ___________________________________________________________________
 EB1926  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 EB1926  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 EB1926  DYNAMIC HT  -          32.986 (meters)     108.22  (feet)  COMP
 EB1926  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 EB1926
 EB1926  HORZ ORDER  -  SECOND
 EB1926  VERT ORDER  -  FIRST     CLASS II
 EB1926
 EB1926.The horizontal coordinates were established by classical geodetic methods
 EB1926.and adjusted by the National Geodetic Survey in March 2004..
 EB1926
 EB1926.The orthometric height was determined by differential leveling
 EB1926.and adjusted by the National Geodetic Survey in June 1991..
 EB1926
 EB1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1926
 EB1926.The geoid height was determined by GEOID03.
 EB1926
 EB1926.The dynamic height is computed by dividing the NAVD 88
 EB1926.geopotential number by the normal gravity value computed on the
 EB1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1926.degrees latitude (g = 980.6199 gals.).
 EB1926
 EB1926.The modeled gravity was interpolated from observed gravity values.
 EB1926
 EB1926;                    North         East     Units Scale Factor Converg.
 EB1926;SPC SC       -   243,317.587   790,839.726   MT  0.99981147   +1 05 16.9
 EB1926;SPC SC       -   798,286.05  2,594,618.52   iFT  0.99981147   +1 05 16.9
 EB1926;UTM  17      - 3,765,213.902   681,225.654   MT  1.00000487   +1 05 53.1
 EB1926
 EB1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1926!SPC SC       -   1.00000015  x   0.99981147  =   0.99981162
 EB1926!UTM  17      -   1.00000015  x   1.00000487  =   1.00000502
 EB1926
 EB1926                          SUPERSEDED SURVEY CONTROL
 EB1926
 EB1926  NAD 83(1986)-  34 00 42.91064(N)    079 02 14.80995(W) AD(       ) 2
 EB1926  NAD 27      -  34 00 42.29079(N)    079 02 15.69739(W) AD(       ) 2
 EB1926  NGVD 29 (03/21/89)   33.324  (m)          109.33   (f) ADJUSTED    1 2
 EB1926
 EB1926.Superseded values are not recommended for survey control.
 EB1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1926.See file dsdata.txt to determine how the superseded data were derived.
 EB1926
 EB1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8122665214(NAD 83)
 EB1926_MARKER: DD = SURVEY DISK
 EB1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1926_SP_SET: CONCRETE POST
 EB1926_STAMPING: AZ MK 026 - 081 1981
 EB1926_MARK LOGO: SCGS  
 EB1926_PROJECTION: FLUSH
 EB1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1926+STABILITY: SURFACE MOTION
 EB1926
 EB1926  HISTORY     - Date     Condition        Report By
 EB1926  HISTORY     - 1981     MONUMENTED       MJH
 EB1926  HISTORY     - 1986     GOOD             SCGS
 EB1926  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 EB1926
 EB1926                          STATION DESCRIPTION
 EB1926
 EB1926'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1926'26.3 KM (16.35 MI) SSE FROM NICHOLS.
 EB1926'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1926'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1926'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1926'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1926'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1926'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE 6.6
 EB1926'KM (4.1 MI) SOUTH AND EASTERLY ALONG  ROAD 19 TO THE JUNCTION OF STATE
 EB1926'HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 5.4 KM (3.35 MI) SOUTHERLY
 EB1926'ALONG HIGHWAY 410 TO BAYBORO, THENCE 1.45 KM (0.9 MI) WESTERLY ALONG
 EB1926'STATE ROAD 45, SET NEAR A POWER POLE WITH A GUY WIRE ACROSS THE ROAD
 EB1926'FROM VERTICAL FUEL STORAGE TANK, 5.17 METERS (17.0 FT) NORTH NORTHEAST
 EB1926'THE CENTER OF THE ROAD, 0.73 METER (2.4 FT) WEST OF THE POWER POLE,
 EB1926'18.65 METERS (61.2 FT) NORTH NORTHEAST OF THE NORTH NORTHEAST FACE THE
 EB1926'TANK, 26.37 METERS (86.5 FT) SOUTH SOUTHEAST OF THE NORTHEAST CORNER
 EB1926'OF A TOBACCO CURING BARN, 5.1 METERS (16.7 FT) SOUTHWEST OF SEVEN-INCH
 EB1926'SYCAMORE TREE.
 EB1926'THE MARK IS 0.70 METERS  W FROM  A WITNESS POST
 EB1926'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1926
 EB1926                          STATION RECOVERY (2004)
 EB1926
 EB1926'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1928 ***********************************************************************
 EB1928  DESIGNATION -  026 081 RM 1
 EB1928  PID         -  EB1928
 EB1928  STATE/COUNTY-  SC/HORRY
 EB1928  USGS QUAD   -  BAYBORO (1981)
 EB1928
 EB1928                         *CURRENT SURVEY CONTROL
 EB1928  ___________________________________________________________________
 EB1928* NAD 83(1986)-  34 00 47.     (N)    079 02 55.     (W)     SCALED    
 EB1928* NAVD 88     -        32.916  (meters)     107.99   (feet)  ADJUSTED  
 EB1928  ___________________________________________________________________
 EB1928  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 EB1928  DYNAMIC HT  -          32.884 (meters)     107.89  (feet)  COMP
 EB1928  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 EB1928
 EB1928  VERT ORDER  -  FIRST     CLASS II
 EB1928
 EB1928.The horizontal coordinates were scaled from a topographic map and have
 EB1928.an estimated accuracy of +/- 6 seconds.
 EB1928
 EB1928.The orthometric height was determined by differential leveling
 EB1928.and adjusted by the National Geodetic Survey in June 1991..
 EB1928
 EB1928.The geoid height was determined by GEOID03.
 EB1928
 EB1928.The dynamic height is computed by dividing the NAVD 88
 EB1928.geopotential number by the normal gravity value computed on the
 EB1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1928.degrees latitude (g = 980.6199 gals.).
 EB1928
 EB1928.The modeled gravity was interpolated from observed gravity values.
 EB1928
 EB1928;                    North         East    Units  Estimated Accuracy
 EB1928;SPC SC       -   243,420.      789,810.      MT  (+/- 180 meters Scaled)
 EB1928
 EB1928                          SUPERSEDED SURVEY CONTROL
 EB1928
 EB1928  NGVD 29 (03/21/89)   33.222  (m)          109.00   (f) ADJUSTED    1 2
 EB1928
 EB1928.Superseded values are not recommended for survey control.
 EB1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1928.See file dsdata.txt to determine how the superseded data were derived.
 EB1928
 EB1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT801653(NAD 83)
 EB1928_MARKER: DD = SURVEY DISK
 EB1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1928_SP_SET: CONCRETE POST
 EB1928_STAMPING: RM 1 026 - 081 1981
 EB1928_MARK LOGO: SCGS  
 EB1928_PROJECTION: RECESSED 4 CENTIMETERS
 EB1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1928+STABILITY: SURFACE MOTION
 EB1928
 EB1928  HISTORY     - Date     Condition        Report By
 EB1928  HISTORY     - 1981     MONUMENTED       SCGS
 EB1928  HISTORY     - 1986     GOOD             SCGS
 EB1928  HISTORY     - 20041108 GOOD             USPSQD
 EB1928
 EB1928                          STATION DESCRIPTION
 EB1928
 EB1928'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1928'25.9 KM (16.1 MI) SSE FROM NICHOLS.
 EB1928'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1928'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1928'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1928'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1928'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1928'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1928'6.6 KM (4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF
 EB1928'STATE HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 5.4 KM (3.35 MI)
 EB1928'SOUTHERLY ALONG HIGHWAY 410 TO BAYBORO, THENCE 2.5 KM (1.55 MI)
 EB1928'WESTERLY ALONG STATE ROAD 45 TO THE EAST ENTRANCE TO A COUNTY PARK,
 EB1928'THENCE 0.1 KM (0.05 MI) SOUTH TO A TENNIS COURT, SET NEAR THE
 EB1928'SOUTHEAST LIGHT POLE FOR THE COURT, 1.02 METERS (3.3 FT) SOUTH
 EB1928'SOUTHEAST OF THE LIGHT POLE, 0.57 METER (1.9 FT) EAST SOUTHEAST OF THE
 EB1928'EAST SOUTHEAST FACE OF THE COURT FENCE, 8.3 METERS (27.2 FT) NORTH
 EB1928'NORTHEAST OF THE SOUTHEASTERN FENCE CORNER, 11.48 METERS (37.7 FT)
 EB1928'NORTHWEST OF A 15-INCH LONE PINE TREE.
 EB1928'THE MARK IS 0.43 METERS  ESE FROM  A WITNESS POST
 EB1928'THE MARK IS ABOVE LEVEL WITH THE COURT.
 EB1928
 EB1928                          STATION RECOVERY (2004)
 EB1928
 EB1928'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1879 ***********************************************************************
 EB1879  DESIGNATION -  026 082
 EB1879  PID         -  EB1879
 EB1879  STATE/COUNTY-  SC/HORRY
 EB1879  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1879
 EB1879                         *CURRENT SURVEY CONTROL
 EB1879  ___________________________________________________________________
 EB1879* NAD 83(2001)-  34 03 08.52030(N)    079 08 51.26285(W)     ADJUSTED  
 EB1879* NAVD 88     -        24.488  (meters)      80.34   (feet)  ADJUSTED  
 EB1879  ___________________________________________________________________
 EB1879  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 EB1879  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 EB1879  DYNAMIC HT  -          24.464 (meters)      80.26  (feet)  COMP
 EB1879  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 EB1879
 EB1879  HORZ ORDER  -  SECOND
 EB1879  VERT ORDER  -  FIRST     CLASS II
 EB1879
 EB1879.The horizontal coordinates were established by classical geodetic methods
 EB1879.and adjusted by the National Geodetic Survey in March 2004..
 EB1879
 EB1879.The orthometric height was determined by differential leveling
 EB1879.and adjusted by the National Geodetic Survey in June 1991..
 EB1879
 EB1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1879
 EB1879.The geoid height was determined by GEOID03.
 EB1879
 EB1879.The dynamic height is computed by dividing the NAVD 88
 EB1879.geopotential number by the normal gravity value computed on the
 EB1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1879.degrees latitude (g = 980.6199 gals.).
 EB1879
 EB1879.The modeled gravity was interpolated from observed gravity values.
 EB1879
 EB1879;                    North         East     Units Scale Factor Converg.
 EB1879;SPC SC       -   247,615.081   780,590.345   MT  0.99981593   +1 01 37.1
 EB1879;SPC SC       -   812,385.44  2,560,991.95   iFT  0.99981593   +1 01 37.1
 EB1879;UTM  17      - 3,769,510.278   670,973.770   MT  0.99996036   +1 02 15.1
 EB1879
 EB1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1879!SPC SC       -   1.00000145  x   0.99981593  =   0.99981738
 EB1879!UTM  17      -   1.00000145  x   0.99996036  =   0.99996181
 EB1879
 EB1879|---------------------------------------------------------------------|
 EB1879| PID    Reference Object                     Distance      Geod. Az  |
 EB1879|                                                           dddmmss.s |
 EB1879| EB1880 026 082 RM 1                         36.505 METERS 27853     |
 EB1879| EB1878 026 082 AZ MK                       APPROX. 1.0 KM 3591425.6 |
 EB1879|---------------------------------------------------------------------|
 EB1879
 EB1879                          SUPERSEDED SURVEY CONTROL
 EB1879
 EB1879  NAD 83(1986)-  34 03 08.52827(N)    079 08 51.26580(W) AD(       ) 2
 EB1879  NAD 27      -  34 03 07.93378(N)    079 08 52.12130(W) AD(       ) 2
 EB1879  NGVD 29 (03/21/89)   24.795  (m)           81.35   (f) ADJUSTED    1 2
 EB1879
 EB1879.Superseded values are not recommended for survey control.
 EB1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1879.See file dsdata.txt to determine how the superseded data were derived.
 EB1879
 EB1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7097469510(NAD 83)
 EB1879_MARKER: DD = SURVEY DISK
 EB1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1879_SP_SET: CONCRETE POST
 EB1879_STAMPING: HORZ 026 - 082 1981
 EB1879_MARK LOGO: SCGS  
 EB1879_PROJECTION: RECESSED 7 CENTIMETERS
 EB1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1879+STABILITY: SURFACE MOTION
 EB1879
 EB1879  HISTORY     - Date     Condition        Report By
 EB1879  HISTORY     - 1982     MONUMENTED       SCGS
 EB1879  HISTORY     - 1986     GOOD             SCGS
 EB1879
 EB1879                          STATION DESCRIPTION
 EB1879
 EB1879'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB1879'THE STATION IS LOCATED ABOUT 17.3 KM (12.0 MI) SOUTH-SOUTHEAST OF
 EB1879'MULLINS, ABOUT 6.4 KM (4.0 MI) NORTHEAST OF AYNOR, AT THE JUNCTION OF
 EB1879'S-26-309 AND S-26-23, IN THE WEST LAWN OF THE REHOBETH BAPTIST
 EB1879'CHURCH.  FOR INFORMATION CONTACT-  GEORGE WEATHERS, PRECONSTRUCTION
 EB1879'ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202.
 EB1879'
 EB1879'TO REACH THE STATION FROM THE SOUTHEAST END OF THE U.S. HIGHWAY 501
 EB1879'BRIDGE OVER THE LITTLE PEE DEE RIVER (AT GALIVANTS FERRY), GO
 EB1879'SOUTHEAST ALONG U.S. HIGHWAY 501 FOR 1.61 KM (1.0 MI) TO A LEFT FORK,
 EB1879'TURN LEFT AND GO SOUTHEAST ON S-26-129 FOR 1.7 KM (1.1 MI) TO A LEFT
 EB1879'FORK, BEAR LEFT ON S-26-45 AND GO EAST FOR 4.5 KM (2.8 MI) TO A RIGHT
 EB1879'FORK.  CONTINUE STRAIGHT AHEAD ON S-26-309 FOR 2.6 KM (1.6 MI) TO THE
 EB1879'JUNCTION OF S-26-23 AND THE STATION ON THE LEFT IN THE WEST LAWN OF
 EB1879'THE REHOBETH BAPTIST CHURCH.
 EB1879'
 EB1879'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1879'---026 082 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB1879'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB1879'24.84 METERS E FROM THE CENTER LINE OF S-26-33, 19.81 METERS S
 EB1879'FROM THE CENTER LINE OF DRIVEWAY, 18.59 METERS N FROM THE
 EB1879'CENTER LINE OF S-26-309, 11.15 METERS E FROM THE EAST END OF A
 EB1879'BRICK SIGN FOR CHURCH, AND 53.1 METERS W FROM THE SOUTHWEST
 EB1879'CORNER OF THE CHURCH.
 EB1879'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1879'DISK STAMPED---026 082 1981---SET INTO AN IRREGULAR MASS OF
 EB1879'CONCRETE  1. METERS BELOW THE SURFACE.
 EB1879'
 EB1879'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1879'DISK STAMPED---026 082 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB1879'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB1879'0.67 METERS NE FROM A METAL WITNESS POST, 11.3 METERS W FROM THE
 EB1879'CENTER OF S-26-23, 26.82 METERS N FROM THE CENTER OF S-26-309,
 EB1879'19.20 METERS FROM A POWER POLE NORTH S-26-309,  2.41 METERS WSW FROM
 EB1879'AN UNDERGROUND CABLE WARNING POST, AND  0.27 METERS N FROM A UTILITY
 EB1879'GUY POLE.
 EB1879'
 EB1879'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1879'STAMPED---026 082 AZMK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB1879'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.56 METERS
 EB1879'SE FROM THE SOUTHEAST CORNER OF THE CHURCH, 15.73 METERS W FROM
 EB1879'THE CENTER LINE OF S-26-23, 28.41 METERS S FROM THE NORTHWEST
 EB1879'CORNER OF BRICK SIGN FOR CHURCH,  3.20 METERS N FROM THE CENTER
 EB1879'OF DIRT DRIVE BETWEEN CHURCH AND FIELD, AND  5.8 FEET WSW FROM A
 EB1879'POWER LINE POLE WITH METER.
 EB1879'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG S-26-23
 EB1879'FOR 0.96 KM (0.6 MI) TO THE MARK ON THE LEFT.
 EB1879
 EB1879                          STATION RECOVERY (1986)
 EB1879
 EB1879'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1879'7.6 KM (4.75 MI) NNE FROM AYNOR.
 EB1879'6.35 KM (3.95 MI) EAST SOUTHEASTERLY ALONG STATE HIGHWAY 319 (ELM
 EB1879'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 8.2 KM
 EB1879'(5.1 MI) NORTHERLY ALONG STATE ROAD 23, SET NEAR A BRICK SIGN
 EB1879'(REHOBOTH METHODIST CHURCH) IN THE NORTHEAST ANGLE OF STATE ROAD 309,
 EB1879'53.1 METERS (174.2 FT) WEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 EB1879'24.85 METERS (81.5 FT) EAST OF THE CENTER OF ROAD 23, 18.9 METERS
 EB1879'(62.0 FT) NORTH OF THE CENTER OF ROAD 309, 25.4 METERS (83.3 FT) SOUTH
 EB1879'OF THE CENTER OF A HEADSTONE (DOYLE), 11.27 METERS (37.0 FT) EAST OF
 EB1879'THE EAST END OF THE SIGN.
 EB1879'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1878 ***********************************************************************
 EB1878  DESIGNATION -  026 082 AZ MK
 EB1878  PID         -  EB1878
 EB1878  STATE/COUNTY-  SC/HORRY
 EB1878  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1878
 EB1878                         *CURRENT SURVEY CONTROL
 EB1878  ___________________________________________________________________
 EB1878* NAD 83(2001)-  34 03 39.55257(N)    079 08 51.75717(W)     ADJUSTED  
 EB1878* NAVD 88     -        18.902  (meters)      62.01   (feet)  ADJUSTED  
 EB1878  ___________________________________________________________________
 EB1878  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 EB1878  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 EB1878  DYNAMIC HT  -          18.884 (meters)      61.96  (feet)  COMP
 EB1878  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 EB1878
 EB1878  HORZ ORDER  -  SECOND
 EB1878  VERT ORDER  -  FIRST     CLASS II
 EB1878
 EB1878.The horizontal coordinates were established by classical geodetic methods
 EB1878.and adjusted by the National Geodetic Survey in March 2004..
 EB1878
 EB1878.The orthometric height was determined by differential leveling
 EB1878.and adjusted by the National Geodetic Survey in June 1991..
 EB1878
 EB1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1878
 EB1878.The geoid height was determined by GEOID03.
 EB1878
 EB1878.The dynamic height is computed by dividing the NAVD 88
 EB1878.geopotential number by the normal gravity value computed on the
 EB1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1878.degrees latitude (g = 980.6199 gals.).
 EB1878
 EB1878.The modeled gravity was interpolated from observed gravity values.
 EB1878
 EB1878;                    North         East     Units Scale Factor Converg.
 EB1878;SPC SC       -   248,570.693   780,560.538   MT  0.99981694   +1 01 36.9
 EB1878;SPC SC       -   815,520.65  2,560,894.15   iFT  0.99981694   +1 01 36.9
 EB1878;UTM  17      - 3,770,466.022   670,943.782   MT  0.99996023   +1 02 15.6
 EB1878
 EB1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1878!SPC SC       -   1.00000233  x   0.99981694  =   0.99981927
 EB1878!UTM  17      -   1.00000233  x   0.99996023  =   0.99996256
 EB1878
 EB1878                          SUPERSEDED SURVEY CONTROL
 EB1878
 EB1878  NAD 83(1986)-  34 03 39.56056(N)    079 08 51.76015(W) AD(       ) 2
 EB1878  NAD 27      -  34 03 38.96682(N)    079 08 52.61457(W) AD(       ) 2
 EB1878  NGVD 29 (03/21/89)   19.210  (m)           63.02   (f) ADJUSTED    1 2
 EB1878
 EB1878.Superseded values are not recommended for survey control.
 EB1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1878.See file dsdata.txt to determine how the superseded data were derived.
 EB1878
 EB1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7094470466(NAD 83)
 EB1878_MARKER: DD = SURVEY DISK
 EB1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1878_SP_SET: CONCRETE POST
 EB1878_STAMPING: AZ.MK 026 - 082 1981
 EB1878_MARK LOGO: SCGS  
 EB1878_PROJECTION: RECESSED 7 CENTIMETERS
 EB1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1878+STABILITY: SURFACE MOTION
 EB1878
 EB1878  HISTORY     - Date     Condition        Report By
 EB1878  HISTORY     - 1981     MONUMENTED       MJH
 EB1878  HISTORY     - 1986     GOOD             SCGS
 EB1878
 EB1878                          STATION DESCRIPTION
 EB1878
 EB1878'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1878'8.4 KM (5.25 MI) NNE FROM AYNOR.
 EB1878'6.35 KM (3.95 MI) EAST SOUTHEASTERLY ALONG STATE HIGHWAY 319 (ELM
 EB1878'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 9.2 KM
 EB1878'(5.7 MI) NORTHERLY ALONG STATE ROAD 23, SET NEAR A POWER POLE IN FRONT
 EB1878'OF THE GETHSEMANE BAPTIST CHURCH, 1.0 KM (0.6 MI) NORTH OF THE
 EB1878'JUNCTION OF STATE ROAD 309, ADD-MAY ALSO BE REACHED BY GOING 2.65 KM
 EB1878'(1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 9
 EB1878'(SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9 (NORTH
 EB1878'MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1878'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1878'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM
 EB1878'(4.0 MI) SOUTHERLY ALONG ROAD 23 TO THE JUNCTION OF STATE ROAD 266 AND
 EB1878'THE CEDAR CREEK BAPTIST CHURCH, THENCE 12.6 KM (7.8 MI) SOUTHWESTERLY
 EB1878'AND SOUTHERLY ALONG ROAD 23, 12.6 METERS (41.3 FT) SOUTHEAST OF THE
 EB1878'SOUTHEAST CORNER OF THE CHURCH, 12.2 METERS (40.0 FT) SOUTH OF THE
 EB1878'CENTER OF AN 8-FOOT WIDE SIDEWALK TO THE CHURCH, 0.85 METER (2.8 FT)
 EB1878'WEST SOUTHWEST OF THE POWER POLE, 15.7 METERS (51.5 FT) WEST OF THE
 EB1878'CENTER OF THE ROAD.
 EB1878'THE MARK IS 0.85 METERS  WSW FROM  A WITNESS POST
 EB1878'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1880 ***********************************************************************
 EB1880  DESIGNATION -  026 082 RM 1
 EB1880  PID         -  EB1880
 EB1880  STATE/COUNTY-  SC/HORRY
 EB1880  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1880
 EB1880                         *CURRENT SURVEY CONTROL
 EB1880  ___________________________________________________________________
 EB1880* NAD 83(1986)-  34 03 10.     (N)    079 08 51.     (W)     SCALED    
 EB1880* NAVD 88     -        24.147  (meters)      79.22   (feet)  ADJUSTED  
 EB1880  ___________________________________________________________________
 EB1880  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 EB1880  DYNAMIC HT  -          24.123 (meters)      79.14  (feet)  COMP
 EB1880  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 EB1880
 EB1880  VERT ORDER  -  FIRST     CLASS II
 EB1880
 EB1880.The horizontal coordinates were scaled from a topographic map and have
 EB1880.an estimated accuracy of +/- 6 seconds.
 EB1880
 EB1880.The orthometric height was determined by differential leveling
 EB1880.and adjusted by the National Geodetic Survey in June 1991..
 EB1880
 EB1880.The geoid height was determined by GEOID03.
 EB1880
 EB1880.The dynamic height is computed by dividing the NAVD 88
 EB1880.geopotential number by the normal gravity value computed on the
 EB1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1880.degrees latitude (g = 980.6199 gals.).
 EB1880
 EB1880.The modeled gravity was interpolated from observed gravity values.
 EB1880
 EB1880;                    North         East    Units  Estimated Accuracy
 EB1880;SPC SC       -   247,660.      780,600.      MT  (+/- 180 meters Scaled)
 EB1880
 EB1880                          SUPERSEDED SURVEY CONTROL
 EB1880
 EB1880  NGVD 29 (03/21/89)   24.454  (m)           80.23   (f) ADJUSTED    1 2
 EB1880
 EB1880.Superseded values are not recommended for survey control.
 EB1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1880.See file dsdata.txt to determine how the superseded data were derived.
 EB1880
 EB1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT709695(NAD 83)
 EB1880_MARKER: DD = SURVEY DISK
 EB1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1880_SP_SET: CONCRETE POST
 EB1880_STAMPING: RM 1 026 - 082 1981
 EB1880_MARK LOGO: SCGS  
 EB1880_PROJECTION: RECESSED 7 CENTIMETERS
 EB1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1880+STABILITY: SURFACE MOTION
 EB1880
 EB1880  HISTORY     - Date     Condition        Report By
 EB1880  HISTORY     - 1981     MONUMENTED       SCGS
 EB1880  HISTORY     - 1986     GOOD             SCGS
 EB1880
 EB1880                          STATION DESCRIPTION
 EB1880
 EB1880'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1880'7.6 KM (4.7 MI) NNE FROM AYNOR.
 EB1880'6.35 KM (3.95 MI) EAST SOUTHEASTERLY ALONG STATE HIGHWAY 319 (ELM
 EB1880'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 8.2 KM
 EB1880'(5.1 MI) NORTHERLY ALONG STATE ROAD 23, SET NEAR A TELEPHONE JUNCTION
 EB1880'BOX IN THE NORTHWEST ANGLE OF STATE ROAD 309, ACROSS THE ROAD FROM THE
 EB1880'REHOBOTH METHODIST CHURCH, 11.55 METERS (37.9 FT) WEST OF THE CENTER
 EB1880'OF ROAD 23, 27.13 METERS (89.0 FT) NORTH NORTHEAST OF THE CENTER OF
 EB1880'ROAD 309, 19.3 METERS (63.3 FT) NORTH NORTHEAST OF A POWER POLE 5F1,
 EB1880'2.38 METERS (7.8 FT) WEST SOUTHWEST OF THE JUNCTION BOX.
 EB1880'THE MARK IS 0.65 METERS  NE FROM  A WITNESS POST
 EB1880'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1818 ***********************************************************************
 DD1818  DESIGNATION -  026 083
 DD1818  PID         -  DD1818
 DD1818  STATE/COUNTY-  SC/HORRY
 DD1818  USGS QUAD   -  HORRY (1980)
 DD1818
 DD1818                         *CURRENT SURVEY CONTROL
 DD1818  ___________________________________________________________________
 DD1818* NAD 83(2001)-  33 55 56.51916(N)    079 07 57.66514(W)     ADJUSTED  
 DD1818* NAVD 88     -        26.039  (meters)      85.43   (feet)  ADJUSTED  
 DD1818  ___________________________________________________________________
 DD1818  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DD1818  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DD1818  DYNAMIC HT  -          26.013 (meters)      85.34  (feet)  COMP
 DD1818  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 DD1818
 DD1818  HORZ ORDER  -  SECOND
 DD1818  VERT ORDER  -  FIRST     CLASS II
 DD1818
 DD1818.The horizontal coordinates were established by classical geodetic methods
 DD1818.and adjusted by the National Geodetic Survey in March 2004..
 DD1818
 DD1818.The orthometric height was determined by differential leveling
 DD1818.and adjusted by the National Geodetic Survey in June 1991..
 DD1818
 DD1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1818
 DD1818.The geoid height was determined by GEOID03.
 DD1818
 DD1818.The dynamic height is computed by dividing the NAVD 88
 DD1818.geopotential number by the normal gravity value computed on the
 DD1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1818.degrees latitude (g = 980.6199 gals.).
 DD1818
 DD1818.The modeled gravity was interpolated from observed gravity values.
 DD1818
 DD1818;                    North         East     Units Scale Factor Converg.
 DD1818;SPC SC       -   234,333.813   782,204.916   MT  0.99980415   +1 02 06.9
 DD1818;SPC SC       -   768,811.72  2,566,289.09   iFT  0.99980415   +1 02 06.9
 DD1818;UTM  17      - 3,756,227.216   672,590.668   MT  0.99996721   +1 02 33.4
 DD1818
 DD1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1818!SPC SC       -   1.00000122  x   0.99980415  =   0.99980537
 DD1818!UTM  17      -   1.00000122  x   0.99996721  =   0.99996843
 DD1818
 DD1818:                Primary Azimuth Mark                     Grid Az
 DD1818:SPC SC       -  026 083 AZ MK                            073 50 48.6
 DD1818:UTM  17      -  026 083 AZ MK                            073 50 22.1
 DD1818
 DD1818|---------------------------------------------------------------------|
 DD1818| PID    Reference Object                     Distance      Geod. Az  |
 DD1818|                                                           dddmmss.s |
 DD1818| DD2755 026 083 AZ MK                       APPROX. 1.0 KM 0745255.5 |
 DD1818| DD1819 026 083 RM 1                         21.880 METERS 20433     |
 DD1818|---------------------------------------------------------------------|
 DD1818
 DD1818                          SUPERSEDED SURVEY CONTROL
 DD1818
 DD1818  NAD 83(1986)-  33 55 56.52685(N)    079 07 57.66889(W) AD(       ) 2
 DD1818  NAD 27      -  33 55 55.92056(N)    079 07 58.52571(W) AD(       ) 2
 DD1818  NGVD 29 (03/21/89)   26.345  (m)           86.43   (f) ADJUSTED    1 2
 DD1818
 DD1818.Superseded values are not recommended for survey control.
 DD1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1818.See file dsdata.txt to determine how the superseded data were derived.
 DD1818
 DD1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7259156227(NAD 83)
 DD1818_MARKER: DD = SURVEY DISK
 DD1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1818_SP_SET: CONCRETE POST
 DD1818_STAMPING: HORZ. 026 - 083 1981
 DD1818_MARK LOGO: SCGS  
 DD1818_PROJECTION: RECESSED 7 CENTIMETERS
 DD1818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1818+STABILITY: SURFACE MOTION
 DD1818
 DD1818  HISTORY     - Date     Condition        Report By
 DD1818  HISTORY     - 1982     MONUMENTED       SCGS
 DD1818  HISTORY     - 1986     GOOD             SCGS
 DD1818
 DD1818                          STATION DESCRIPTION
 DD1818
 DD1818'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1818'TO A SIDE ROAD RIGHT , TURN RIGHT ON COUNTY ROAD S-26-29 AND GO 1.8
 DD1818'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHWEST OF CONWAY,
 DD1818'ABOUT 9.7 KM (6.0 MI) SOUTHEAST OF AYNOR, IS ON THE HORRY COUNTY
 DD1818'ELEMENTARY SCHOOL.
 DD1818'
 DD1818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 701 AND 501
 DD1818'IN CONWAY, GO NORTHWEST ON HIGHWAY 501 FOR 10.0 KM (6.2 MI) TO A SIDE
 DD1818'ROAD RIGHT.  TURN RIGHT ON COUNTY ROAD S-26-591 AND GO FOR 4.0 KM
 DD1818'(2.5 MI) TO A CROSSROADS.  TURN LEFT ON COUNTY ROAD S-26-97 AND GO
 DD1818'APPROXIMATELY 200 FEET TO THE HORRY ELEMENTARY SCHOOL ON THE RIGHT
 DD1818'AND THE STATION.
 DD1818'
 DD1818'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1818'---026 083 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1818'CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND LOCATED 19.9 METERS N
 DD1818'FROM A 6 INCH HIGH CONCRETE BLOCK BORDER, 23.2 METERS W FROM THE
 DD1818'CENTER LINE OF THE PAVED SCHOOL ENTRANCE, 22.3 METERS NE FROM THE
 DD1818'POWER LINE POLE AND UNDERGROUND CABLE BOX, 18.6 METERS E FROM THE
 DD1818'HORRY ELEMENTARY SCHOOL SIGN, AND 28.0 METERS N FROM THE CENTER
 DD1818'LINE OF COUNTY ROAD S-26-97.
 DD1818'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1818'DISK STAMPED---026 083 1981---SET INTO AN IRREGULAR MASS OF
 DD1818'CONCRETE 3.7 FEET BELOW THE SURFACE.
 DD1818'
 DD1818'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1818'DISK STAMPED---RM 1 026 083 1981---SET INTO THE TOP OF A ROUND
 DD1818'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND
 DD1818'LOCATED  0.9 METERS NW FROM THE POWER POLE NO 1-AL AND AN UNDERGROUND
 DD1818'CABLE BOX,  9.8 METERS N FROM THE CENTER LINE OF COUNTY ROAD
 DD1818'S-26-97, 34.1 METERS W FROM THE CENTER LINE OF THE PAVED SCHOOL
 DD1818'ENTRANCE, AND  0.4 METERS N FROM A 6 INCH HIGH CONCRETE BLOCK BORDER.
 DD1818'
 DD1818'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1818'STAMPED---AZ MK 026 083 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1818'MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND SURFACE
 DD1818'LOCATED  0.9 METERS W FROM THE POWER POLE NO 19-24,  8.0 METERS S
 DD1818'FROM THE CENTER LINE OF COUNTY ROAD S-26-97, AND 42.6 METERS SE
 DD1818'FROM AN UNDERGROUND CABLE JUNCTION BOX.
 DD1818'TO REACH THE AZIMUTH MARK FROM THE STATION, GO ENE ON S-26-97 FOR 0.9
 DD1818'KM (0.6 MI) TO THE MARK ON THE RIGHT NEAR POWER POLE NO 19-24.
 DD1818'AZ MK DESTROYED BY CONSTRUCTION (SCGS) 1982
 DD1818
 DD1818                          STATION RECOVERY (1986)
 DD1818
 DD1818'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1818'9.7 KM (6.0 MI) SE FROM AYNOR.
 DD1818'9.6 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 FROM THE JUNCTION OF
 DD1818'STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 2.3 KM (1.45 MI) EAST
 DD1818'NORTHEAST ALONG STATE ROAD 97, SET NEAR A MERRY-GO-ROUND INSIDE A
 DD1818'CHAIN LINK FENCE SURROUNDING THE HORRY ELEMENTARY SCHOOL, 39.5 METERS
 DD1818'(129.6 FT) EAST OF THE SOUTHEAST CORNER OF A BASKETBALL COURT, 23.0
 DD1818'METERS (75.5 FT) WEST OF THE CENTER OF A PAVED DRIVEWAY LEADING TO TWO
 DD1818'HOUSES, 27.9 METERS (91.5 FT) NORTH OF THE CENTER OF THE ROAD,
 DD1818'21.4 METERS (70.2 FT) NORTH NORTHEAST OF A TRIPLE-TRUNKED LIVE OAK
 DD1818'TREE, 11.65 METERS (38.2 FT) NORTH OF THE CENTER OF THE
 DD1818'MERRY-GO-ROUND.
 DD1818'THE MARK IS 22.3 METERS  NNE FROM  A WITNESS POST
 DD1818'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1819 ***********************************************************************
 DD1819  DESIGNATION -  026 083 RM 1
 DD1819  PID         -  DD1819
 DD1819  STATE/COUNTY-  SC/HORRY
 DD1819  USGS QUAD   -  HORRY (1980)
 DD1819
 DD1819                         *CURRENT SURVEY CONTROL
 DD1819  ___________________________________________________________________
 DD1819* NAD 83(1986)-  33 55 57.     (N)    079 07 57.     (W)     SCALED    
 DD1819* NAVD 88     -        25.887  (meters)      84.93   (feet)  ADJUSTED  
 DD1819  ___________________________________________________________________
 DD1819  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DD1819  DYNAMIC HT  -          25.861 (meters)      84.85  (feet)  COMP
 DD1819  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 DD1819
 DD1819  VERT ORDER  -  FIRST     CLASS II
 DD1819
 DD1819.The horizontal coordinates were scaled from a topographic map and have
 DD1819.an estimated accuracy of +/- 6 seconds.
 DD1819
 DD1819.The orthometric height was determined by differential leveling
 DD1819.and adjusted by the National Geodetic Survey in June 1991..
 DD1819
 DD1819.The geoid height was determined by GEOID03.
 DD1819
 DD1819.The dynamic height is computed by dividing the NAVD 88
 DD1819.geopotential number by the normal gravity value computed on the
 DD1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1819.degrees latitude (g = 980.6199 gals.).
 DD1819
 DD1819.The modeled gravity was interpolated from observed gravity values.
 DD1819
 DD1819;                    North         East    Units  Estimated Accuracy
 DD1819;SPC SC       -   234,350.      782,220.      MT  (+/- 180 meters Scaled)
 DD1819
 DD1819                          SUPERSEDED SURVEY CONTROL
 DD1819
 DD1819  NGVD 29 (03/21/89)   26.192  (m)           85.93   (f) ADJUSTED    1 2
 DD1819
 DD1819.Superseded values are not recommended for survey control.
 DD1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1819.See file dsdata.txt to determine how the superseded data were derived.
 DD1819
 DD1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT726562(NAD 83)
 DD1819_MARKER: DD = SURVEY DISK
 DD1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1819_SP_SET: CONCRETE POST
 DD1819_STAMPING: RM 1 026 - 083 1981
 DD1819_MARK LOGO: SCGS  
 DD1819_PROJECTION: RECESSED 3 CENTIMETERS
 DD1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1819+STABILITY: SURFACE MOTION
 DD1819
 DD1819  HISTORY     - Date     Condition        Report By
 DD1819  HISTORY     - 1981     MONUMENTED       SCGS
 DD1819  HISTORY     - 1986     GOOD             SCGS
 DD1819
 DD1819                          STATION DESCRIPTION
 DD1819
 DD1819'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1819'9.7 KM (6.0 MI) SE FROM AYNOR.
 DD1819'9.6 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 FROM THE JUNCTION OF
 DD1819'STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 2.3 KM (1.45 MI) EAST
 DD1819'NORTHEAST ALONG STATE ROAD 97, SET NEAR A MERRY-GO-ROUND INSIDE A
 DD1819'CHAIN LINK FENCE SURROUNDING THE HORRY ELEMENTARY SCHOOL, 29.5 METERS
 DD1819'(96.8 FT) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A BASKETBALL
 DD1819'COURT, 21.9 METERS (71.8 FT) SOUTH SOUTHWEST OF SURVEY MARK 026 083
 DD1819'SCGS, 34.0 METERS (111.5 FT) WEST OF THE CENTER OF A PAVED DRIVEWAY
 DD1819'LEADING TO TWO HOUSES, 4.8 METERS (15.7 FT) WEST NORTHWEST OF A
 DD1819'TRIPLE-TRUNKED LIVE OAK TREE, 9.7 METERS (31.8 FT) NORTH OF THE CENTER
 DD1819'OF THE ROAD, 15.1 METERS (49.5 FT) WEST SOUTHWEST OF THE CENTER OF THE
 DD1819'MERRY-GO-ROUND.
 DD1819'THE MARK IS 0.35 METERS  NE FROM  A WITNESS POST
 DD1819'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2766 ***********************************************************************
 DD2766  DESIGNATION -  026 084
 DD2766  PID         -  DD2766
 DD2766  STATE/COUNTY-  SC/HORRY
 DD2766  USGS QUAD   -  DONGOLA (1980)
 DD2766
 DD2766                         *CURRENT SURVEY CONTROL
 DD2766  ___________________________________________________________________
 DD2766* NAD 83(2001)-  33 52 19.40706(N)    079 10 12.42317(W)     ADJUSTED  
 DD2766* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 DD2766  ___________________________________________________________________
 DD2766  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DD2766  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DD2766
 DD2766  HORZ ORDER  -  SECOND
 DD2766
 DD2766.The horizontal coordinates were established by classical geodetic methods
 DD2766.and adjusted by the National Geodetic Survey in March 2004..
 DD2766
 DD2766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2766
 DD2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2766
 DD2766.The geoid height was determined by GEOID03.
 DD2766
 DD2766;                    North         East     Units Scale Factor Converg.
 DD2766;SPC SC       -   227,584.793   778,863.604   MT  0.99979989   +1 00 52.1
 DD2766;SPC SC       -   746,669.27  2,555,326.78   iFT  0.99979989   +1 00 52.1
 DD2766;UTM  17      - 3,749,476.749   669,249.593   MT  0.99995314   +1 01 12.4
 DD2766
 DD2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2766!SPC SC       -   1.00000186  x   0.99979989  =   0.99980175
 DD2766!UTM  17      -   1.00000186  x   0.99995314  =   0.99995500
 DD2766
 DD2766:                Primary Azimuth Mark                     Grid Az
 DD2766:SPC SC       -  026 084 AZ MK                            142 09 10.4
 DD2766:UTM  17      -  026 084 AZ MK                            142 08 50.1
 DD2766
 DD2766|---------------------------------------------------------------------|
 DD2766| PID    Reference Object                     Distance      Geod. Az  |
 DD2766|                                                           dddmmss.s |
 DD2766| DD2765 026 084 AZ MK                       APPROX. 0.5 KM 1431002.5 |
 DD2766| DD3721 026 084 RM 1                         28.097 METERS 14909     |
 DD2766|---------------------------------------------------------------------|
 DD2766
 DD2766                          SUPERSEDED SURVEY CONTROL
 DD2766
 DD2766  NAD 83(1986)-  33 52 19.41483(N)    079 10 12.42667(W) AD(       ) 2
 DD2766  NAD 27      -  33 52 18.80495(N)    079 10 13.28054(W) AD(       ) 2
 DD2766  NGVD 29 (07/19/86)   22.3    (m)           73.     (f) VERT ANG       
 DD2766
 DD2766.Superseded values are not recommended for survey control.
 DD2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2766.See file dsdata.txt to determine how the superseded data were derived.
 DD2766
 DD2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6925049477(NAD 83)
 DD2766_MARKER: DD = SURVEY DISK
 DD2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2766
 DD2766  HISTORY     - Date     Condition        Report By
 DD2766  HISTORY     - 1982     MONUMENTED       SCGS
 DD2766
 DD2766                          STATION DESCRIPTION
 DD2766
 DD2766'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2766'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTH OF AYNOR, ABOUT
 DD2766'11.3 KM (7.0 MI) WEST OF CONWAY ON THE PROPERTY OF THE JUNIPER BAY
 DD2766'BAPTIST CHURCH.
 DD2766'
 DD2766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 378 AND 501
 DD2766'IN CONWAY, GO WESTERLY ON U.S. HIGHWAY 378 FOR 5.6 KM (3.5 MI) TO THE
 DD2766'JUNCTION OF STATE HIGHWAY 78.  TURN RIGHT AND GO NORTHWESTERLY ON
 DD2766'STATE HIGHWAY 78 FOR 5.3 KM (3.3 MI) TO THE JUNIPER BAY BAPTIST
 DD2766'CHURCH AND STATION ON LEFT.
 DD2766'
 DD2766'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2766'---026 084 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2766'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 22.1 METERS SE FROM THE
 DD2766'THE SOUTHEAST CORNER OF THE SOUTH WING OF THE CHURCH, 31.7
 DD2766'METERS WSW FROM THE CENTER OF STATE HIGHWAY 78,  6.0 METERS ENE
 DD2766'FROM THE NORTHEAST CORNER OF A PUMP HOUSE, AND 16.2 METERS NNE
 DD2766'FROM THE NORTH CORNER OF A CHURCH CLUB HOUSE.
 DD2766'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2766'DISK STAMPED---026 081 1981---SET INTO AN IRREGULAR MASS OF
 DD2766'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD2766'
 DD2766'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2766'DISK STAMPED---026 084 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2766'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE
 DD2766'GROUND LOCATED 26.5 METERS WSW FROM THE CENTER OF STATE HIGHWAY
 DD2766'78,  0.8 METERS SE FROM A FENCE CORNER,  6.4 METERS S FROM A 30 INCH
 DD2766'PINE TREE, AND  0.7 METERS NNE FROM A METAL WITNESS POST.
 DD2766'
 DD2766'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2766'STAMPED---026 084 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2766'MONUMENT 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE
 DD2766'LOCATED  6.7 METERS WSW FROM THE CENTER OF STATE HIGHWAY 78, 31.4
 DD2766'METERS SSE FROM THE SOUTH END OF A CONCRETE CULVERT,  1.1 METERS
 DD2766'NW FROM A POWER POLE, AND  0.5 METERS S FROM A METAL WITNESS POST.
 DD2766'TO REACH THE AZIMUTH MARK FROM THE STATION GO
 DD2766'SOUTH-SOUTHEAST ON S-26-78 FOR 0.6 KM (0.35 MI) TO THE MARK ON THE
 DD2766'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2765 ***********************************************************************
 DD2765  DESIGNATION -  026 084 AZ MK
 DD2765  PID         -  DD2765
 DD2765  STATE/COUNTY-  SC/HORRY
 DD2765  USGS QUAD   -  DONGOLA (1980)
 DD2765
 DD2765                         *CURRENT SURVEY CONTROL
 DD2765  ___________________________________________________________________
 DD2765* NAD 83(2001)-  33 52 05.28831(N)    079 09 59.74655(W)     ADJUSTED  
 DD2765* NAVD 88     -        20.2    (meters)      66.     (feet)  VERTCON   
 DD2765  ___________________________________________________________________
 DD2765  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DD2765  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DD2765
 DD2765  HORZ ORDER  -  SECOND
 DD2765
 DD2765.The horizontal coordinates were established by classical geodetic methods
 DD2765.and adjusted by the National Geodetic Survey in March 2004..
 DD2765
 DD2765.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2765
 DD2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2765
 DD2765.The geoid height was determined by GEOID03.
 DD2765
 DD2765;                    North         East     Units Scale Factor Converg.
 DD2765;SPC SC       -   227,155.707   779,197.003   MT  0.99979965   +1 00 59.2
 DD2765;SPC SC       -   745,261.51  2,556,420.61   iFT  0.99979965   +1 00 59.2
 DD2765;UTM  17      - 3,749,047.629   669,583.085   MT  0.99995453   +1 01 19.1
 DD2765
 DD2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2765!SPC SC       -   1.00000214  x   0.99979965  =   0.99980179
 DD2765!UTM  17      -   1.00000214  x   0.99995453  =   0.99995667
 DD2765
 DD2765                          SUPERSEDED SURVEY CONTROL
 DD2765
 DD2765  NAD 83(1986)-  33 52 05.29611(N)    079 09 59.75001(W) AD(       ) 2
 DD2765  NAD 27      -  33 52 04.68555(N)    079 10 00.60480(W) AD(       ) 2
 DD2765  NGVD 29 (07/19/86)   20.5    (m)           67.     (f) VERT ANG       
 DD2765
 DD2765.Superseded values are not recommended for survey control.
 DD2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2765.See file dsdata.txt to determine how the superseded data were derived.
 DD2765
 DD2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6958349048(NAD 83)
 DD2765_MARKER: DD = SURVEY DISK
 DD2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2765_SP_SET: CONCRETE POST
 DD2765_STAMPING: 026 084 AZ MK 1981
 DD2765_MARK LOGO: SCGS  
 DD2765_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2765+STABILITY: SURFACE MOTION
 DD2765
 DD2765  HISTORY     - Date     Condition        Report By
 DD2765  HISTORY     - 1981     MONUMENTED       SCGS
 DD2765  HISTORY     - 19930920 GOOD             SCGS
 DD2765
 DD2765                          STATION DESCRIPTION
 DD2765
 DD2765'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2765'STATION IS LOCATED 9.0 MILES (14.5 KM) SOUTH OF AYNOR, 7.0 MILES
 DD2765'(11.3 KM) SOUTH OF CONWAY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD2765'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD2765'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD2765'378 AND 501 IN CONWAY, GO WEST ON HIGHWAY 378 FOR 3.5 MILES (5.6 KM)
 DD2765'TO THE JUNCTION OF STATE ROAD 78, TURN RIGHT ON ROAD 78 FOR 2.95 MILES
 DD2765'(4.75 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A
 DD2765'CONCRETE POST FLUSH WITH THE GROUND, 6.7 METERS (22.0 FT) WEST
 DD2765'SOUTHWEST OF THE CENTER OF THE ROAD, 31.4 METERS (103.0 FT) SOUTH
 DD2765'SOUTHEAST OF THE SOUTH END OF THE CONCRETE CULVERT, 1.1 METERS
 DD2765'(3.6 FT) NORTHWEST OF THE POWER POLE, 0.5 METER (1.6 FT) SOUTH OF A
 DD2765'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2350 ***********************************************************************
 DD2350  DESIGNATION -  026 085
 DD2350  PID         -  DD2350
 DD2350  STATE/COUNTY-  SC/HORRY
 DD2350  USGS QUAD   -  DONGOLA (1980)
 DD2350
 DD2350                         *CURRENT SURVEY CONTROL
 DD2350  ___________________________________________________________________
 DD2350* NAD 83(2001)-  33 46 11.40397(N)    079 10 14.40684(W)     ADJUSTED  
 DD2350* NAVD 88     -        13.594  (meters)      44.60   (feet)  ADJUSTED  
 DD2350  ___________________________________________________________________
 DD2350  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 DD2350  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DD2350  DYNAMIC HT  -          13.580 (meters)      44.55  (feet)  COMP
 DD2350  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 DD2350
 DD2350  HORZ ORDER  -  SECOND
 DD2350  VERT ORDER  -  FIRST     CLASS II
 DD2350
 DD2350.The horizontal coordinates were established by classical geodetic methods
 DD2350.and adjusted by the National Geodetic Survey in March 2004..
 DD2350
 DD2350.The orthometric height was determined by differential leveling
 DD2350.and adjusted by the National Geodetic Survey in June 1991..
 DD2350
 DD2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2350
 DD2350.The geoid height was determined by GEOID03.
 DD2350
 DD2350.The dynamic height is computed by dividing the NAVD 88
 DD2350.geopotential number by the normal gravity value computed on the
 DD2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2350.degrees latitude (g = 980.6199 gals.).
 DD2350
 DD2350.The modeled gravity was interpolated from observed gravity values.
 DD2350
 DD2350;                    North         East     Units Scale Factor Converg.
 DD2350;SPC SC       -   216,249.467   779,013.290   MT  0.99979519   +1 00 51.0
 DD2350;SPC SC       -   709,479.88  2,555,817.88   iFT  0.99979519   +1 00 51.0
 DD2350;UTM  17      - 3,738,139.663   669,400.146   MT  0.99995377   +1 01 01.5
 DD2350
 DD2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2350!SPC SC       -   1.00000321  x   0.99979519  =   0.99979840
 DD2350!UTM  17      -   1.00000321  x   0.99995377  =   0.99995698
 DD2350
 DD2350|---------------------------------------------------------------------|
 DD2350| PID    Reference Object                     Distance      Geod. Az  |
 DD2350|                                                           dddmmss.s |
 DD2350| DD2351 026 085 RM 1                         43.520 METERS 06519     |
 DD2350| DD2349 026 085 AZ MK                       APPROX. 0.8 KM 2561801.4 |
 DD2350|---------------------------------------------------------------------|
 DD2350
 DD2350                          SUPERSEDED SURVEY CONTROL
 DD2350
 DD2350  NAD 83(1986)-  33 46 11.41153(N)    079 10 14.41220(W) AD(       ) 2
 DD2350  NAD 27      -  33 46 10.79844(N)    079 10 15.26192(W) AD(       ) 2
 DD2350  NGVD 29 (03/21/89)   13.898  (m)           45.60   (f) ADJUSTED    1 2
 DD2350
 DD2350.Superseded values are not recommended for survey control.
 DD2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2350.See file dsdata.txt to determine how the superseded data were derived.
 DD2350
 DD2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6940038140(NAD 83)
 DD2350_MARKER: DD = SURVEY DISK
 DD2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2350_SP_SET: CONCRETE POST
 DD2350_STAMPING: HORZ 026 - 085 1981
 DD2350_MARK LOGO: SCGS  
 DD2350_PROJECTION: RECESSED 60 CENTIMETERS
 DD2350_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2350+STABILITY: SURFACE MOTION
 DD2350
 DD2350  HISTORY     - Date     Condition        Report By
 DD2350  HISTORY     - 1982     MONUMENTED       SCGS
 DD2350  HISTORY     - 1986     GOOD             SCGS
 DD2350
 DD2350                          STATION DESCRIPTION
 DD2350
 DD2350'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2350'THE STATION IS LOCATED ABOUT 25.8 KM (16 MI) SOUTHEAST OF AYNOR, 12.9
 DD2350'KM (8 MI) SOUTHWEST OF CONWAY AND 12.9 KM (8 MI) WEST OF BUCKSPORT,
 DD2350'AT THE SANDHILL SADDLE CLUB.
 DD2350'
 DD2350'TO REACH THE STATION FROM THE CROSSROAD IN BUCKSPORT OF U.S. HIGHWAY
 DD2350'701 AND COUNTY ROAD S-26-48, GO SOUTHWEST ON U.S. HIGHWAY 701 FOR 0.9
 DD2350'KM (0.55 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT ON COUNTY ROAD
 DD2350'S-26-237 AND GO 5.7 KM (3.55 MI) TO A REVERSE FORK AT COUNTY ROAD
 DD2350'S-26-24.  CONTINUE ON PAVED COUNTY ROAD S-26-24 FOR 4.2 KM (2.6 MI)
 DD2350'TO A SIDE ROAD RIGHT.  TURN RIGHT ON COUNTY ROAD S-26-29 AND GO 4.2
 DD2350'KM (1.1 MI) TO A DIM FIELD ROAD ON THE RIGHT, STATION IS LOCATED
 DD2350'APPROXIMATELY 100 FEET INTO THE CULTIVATED FIELD.
 DD2350'
 DD2350'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2350'---026 085 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2350'CM IN DIAMETER RECESSED  46 CM BELOW THE GROUND LOCATED 30.2 METERS
 DD2350'SW FROM POWER POLE WITH GUIDE, 32.0 METERS SE FROM CENTER LINE OF
 DD2350'COUNTY ROAD S-26-29, 20.7 METERS NNE FROM 20 FOOT LONG NEEDLE PINE
 DD2350'TREE, AND 44.5 METERS WSW FROM METAL WITNESS POST AT RM 1.
 DD2350'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2350'DISK STAMPED---026 085 1981---SET INTO AN IRREGULAR MASS OF
 DD2350'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD2350'
 DD2350'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2350'DISK STAMPED---026 085 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2350'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2350'.70 METERS SW FROM METAL WITNESS POST, 25.4 METERS ESE FROM POWER
 DD2350'POLE WITH GUIDE, 32.3 METERS SSE FROM CENTER LINE OF COUNTY ROAD
 DD2350'S-26-29, AND  3.6 METERS SSE FROM 36 INCH TWIN TRUNK PINE TREE.
 DD2350'
 DD2350'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2350'STAMPED---AZ MK 026 085 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2350'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.6 METERS
 DD2350'NNW FROM CENTER LINE OF COUNTY ROAD S-26-29,  7.5 METERS WSW FROM
 DD2350'CENTER LINE OF FIELD ENTRANCE ROAD, 32.3 METERS E FROM POWER POLE,
 DD2350'AND  4.0 METERS SSE FROM 6 INCH PINE TREE.
 DD2350'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON COUNTY
 DD2350'ROAD S-26-29 FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 DD2350
 DD2350                          STATION RECOVERY (1986)
 DD2350
 DD2350'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2350'25.3 KM (15.75 MI) SOUTH FROM AYNOR.
 DD2350'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2350'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2350'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2350'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2350'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2350'CROSSROADS), CONTINUE 9.1 KM (5.65 MI) SOUTHERLY ALONG ROAD 24,
 DD2350'THENCE 1.75 KM (1.1 MI) EAST-NORTHEAST ALONG STATE ROAD 29, SET NEAR
 DD2350'THE EDGE OF A CULTIVATED FIELD AND THE PROPERTY LINE FOR A
 DD2350'DOUBLE-WIDE TRAILER IN THE SOUTHWEST ANGLE OF A DIM ROAD LEADING
 DD2350'SOUTH-SOUTHEAST, 31.85 METERS (104.5 FT) SOUTH-SOUTHEAST OF THE
 DD2350'CENTER OF THE STATE ROAD, 18.2 METERS (59.7 FT) WEST-SOUTHWEST OF THE
 DD2350'CENTER OF THE DIM ROAD, 43.55 METERS (142.9 FT) WEST-SOUTHWEST OF
 DD2350'SURVEY MARK 026 085 RM 1 SCGS, 30.5 METERS (100.1 FT) SOUTHWEST OF A
 DD2350'POWER POLE WITH GUY WIRE, 30.1 METERS (98.8 FT) NORTH OF THE
 DD2350'NORTHEAST CORNER OF THE TRAILER.
 DD2350'THE MARK IS 0.3 M BELOW THE STATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2349 ***********************************************************************
 DD2349  DESIGNATION -  026 085 AZ MK
 DD2349  PID         -  DD2349
 DD2349  STATE/COUNTY-  SC/HORRY
 DD2349  USGS QUAD   -  DONGOLA (1980)
 DD2349
 DD2349                         *CURRENT SURVEY CONTROL
 DD2349  ___________________________________________________________________
 DD2349* NAD 83(2001)-  33 46 05.49775(N)    079 10 43.41324(W)     ADJUSTED  
 DD2349* NAVD 88     -        12.857  (meters)      42.18   (feet)  ADJUSTED  
 DD2349  ___________________________________________________________________
 DD2349  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 DD2349  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DD2349  DYNAMIC HT  -          12.844 (meters)      42.14  (feet)  COMP
 DD2349  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 DD2349
 DD2349  HORZ ORDER  -  SECOND
 DD2349  VERT ORDER  -  FIRST     CLASS II
 DD2349
 DD2349.The horizontal coordinates were established by classical geodetic methods
 DD2349.and adjusted by the National Geodetic Survey in March 2004..
 DD2349
 DD2349.The orthometric height was determined by differential leveling
 DD2349.and adjusted by the National Geodetic Survey in June 1991..
 DD2349
 DD2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2349
 DD2349.The geoid height was determined by GEOID03.
 DD2349
 DD2349.The dynamic height is computed by dividing the NAVD 88
 DD2349.geopotential number by the normal gravity value computed on the
 DD2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2349.degrees latitude (g = 980.6199 gals.).
 DD2349
 DD2349.The modeled gravity was interpolated from observed gravity values.
 DD2349
 DD2349;                    North         East     Units Scale Factor Converg.
 DD2349;SPC SC       -   216,054.379   778,270.388   MT  0.99979514   +1 00 35.0
 DD2349;SPC SC       -   708,839.83  2,553,380.54   iFT  0.99979514   +1 00 35.0
 DD2349;UTM  17      - 3,737,944.508   668,657.138   MT  0.99995068   +1 00 45.2
 DD2349
 DD2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2349!SPC SC       -   1.00000332  x   0.99979514  =   0.99979846
 DD2349!UTM  17      -   1.00000332  x   0.99995068  =   0.99995400
 DD2349
 DD2349                          SUPERSEDED SURVEY CONTROL
 DD2349
 DD2349  NAD 83(1986)-  33 46 05.50524(N)    079 10 43.41857(W) AD(       ) 2
 DD2349  NAD 27      -  33 46 04.89267(N)    079 10 44.26764(W) AD(       ) 2
 DD2349  NGVD 29 (03/21/89)   13.161  (m)           43.18   (f) ADJUSTED    1 2
 DD2349
 DD2349.Superseded values are not recommended for survey control.
 DD2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2349.See file dsdata.txt to determine how the superseded data were derived.
 DD2349
 DD2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6865737945(NAD 83)
 DD2349_MARKER: DD = SURVEY DISK
 DD2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2349_SP_SET: CONCRETE POST
 DD2349_STAMPING: AZ.MK 026 - 085 1981
 DD2349_MARK LOGO: SCGS  
 DD2349_PROJECTION: FLUSH
 DD2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2349+STABILITY: SURFACE MOTION
 DD2349
 DD2349  HISTORY     - Date     Condition        Report By
 DD2349  HISTORY     - 1981     MONUMENTED       MJH
 DD2349  HISTORY     - 1986     GOOD             SCGS
 DD2349
 DD2349                          STATION DESCRIPTION
 DD2349
 DD2349'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2349'25.5 KM (15.85 MI) SOUTH FROM AYNOR.
 DD2349'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2349'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2349'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2349'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2349'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2349'CROSSROADS), CONTINUE 9.1 KM (5.65 MI) SOUTHERLY ALONG ROAD 24,
 DD2349'THENCE 0.95 KM (0.6 MI) EAST-NORTHEAST ALONG STATE ROAD 29, SET IN
 DD2349'THE SHOULDER OF THE ROAD IN THE NORTHWEST ANGLE OF A SAND DRIVEWAY
 DD2349'LEADING TO A BRICK HOUSE, 55.0 METERS (180.4 FT) EAST-NORTHEAST OF
 DD2349'THE CENTER OF A SAND ROAD LEADING NORTH-NORTHWEST, 6.4 METERS (21.0
 DD2349'FT) NORTH-NORTHWEST OF THE CENTER OF THE STATE ROAD, 6.8 METERS (22.3
 DD2349'FT) WEST-SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 36.7 METERS (120.4
 DD2349'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 32.35 METERS
 DD2349'(106.1 FT) EAST OF A POWER POLE WITH A GUY WIRE, 26.2 METERS (86.0
 DD2349'FT) NORTHEAST OF POWER POLE 3J/10.
 DD2349'THE MARK IS 0.1 M BELOW THE STATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2351 ***********************************************************************
 DD2351  DESIGNATION -  026 085 RM 1
 DD2351  PID         -  DD2351
 DD2351  STATE/COUNTY-  SC/HORRY
 DD2351  USGS QUAD   -  DONGOLA (1980)
 DD2351
 DD2351                         *CURRENT SURVEY CONTROL
 DD2351  ___________________________________________________________________
 DD2351* NAD 83(1986)-  33 46 12.     (N)    079 10 14.     (W)     SCALED    
 DD2351* NAVD 88     -        14.295  (meters)      46.90   (feet)  ADJUSTED  
 DD2351  ___________________________________________________________________
 DD2351  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DD2351  DYNAMIC HT  -          14.280 (meters)      46.85  (feet)  COMP
 DD2351  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 DD2351
 DD2351  VERT ORDER  -  FIRST     CLASS II
 DD2351
 DD2351.The horizontal coordinates were scaled from a topographic map and have
 DD2351.an estimated accuracy of +/- 6 seconds.
 DD2351
 DD2351.The orthometric height was determined by differential leveling
 DD2351.and adjusted by the National Geodetic Survey in June 1991..
 DD2351
 DD2351.The geoid height was determined by GEOID03.
 DD2351
 DD2351.The dynamic height is computed by dividing the NAVD 88
 DD2351.geopotential number by the normal gravity value computed on the
 DD2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2351.degrees latitude (g = 980.6199 gals.).
 DD2351
 DD2351.The modeled gravity was interpolated from observed gravity values.
 DD2351
 DD2351;                    North         East    Units  Estimated Accuracy
 DD2351;SPC SC       -   216,270.      779,020.      MT  (+/- 180 meters Scaled)
 DD2351
 DD2351                          SUPERSEDED SURVEY CONTROL
 DD2351
 DD2351  NGVD 29 (03/21/89)   14.598  (m)           47.89   (f) ADJUSTED    1 2
 DD2351
 DD2351.Superseded values are not recommended for survey control.
 DD2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2351.See file dsdata.txt to determine how the superseded data were derived.
 DD2351
 DD2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT694381(NAD 83)
 DD2351_MARKER: DD = SURVEY DISK
 DD2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2351_SP_SET: CONCRETE POST
 DD2351_STAMPING: RM 1 026 - 085 1981
 DD2351_MARK LOGO: SCGS  
 DD2351_PROJECTION: RECESSED 2 CENTIMETERS
 DD2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2351+STABILITY: SURFACE MOTION
 DD2351
 DD2351  HISTORY     - Date     Condition        Report By
 DD2351  HISTORY     - 1981     MONUMENTED       SCGS
 DD2351  HISTORY     - 1986     GOOD             SCGS
 DD2351
 DD2351                          STATION DESCRIPTION
 DD2351
 DD2351'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2351'25.3 KM (15.75 MI) SOUTH FROM AYNOR.
 DD2351'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2351'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2351'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2351'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2351'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2351'CROSSROADS), CONTINUE 9.1 KM (5.65 MI) SOUTHERLY ALONG ROAD 24,
 DD2351'THENCE 1.75 KM (1.1 MI) EAST-NORTHEAST ALONG STATE ROAD 29, SET IN A
 DD2351'LINE OF PINE TREES (SEPARATING A CULTIVATED FIELD) IN THE SOUTHEAST
 DD2351'ANGLE OF A DIM ROAD LEADING SOUTH-SOUTHEAST, 25.0 METERS (82.0 FT)
 DD2351'EAST-NORTHEAST OF THE CENTER OF THE DIM ROAD, 31.85 METERS (104.5 FT)
 DD2351'SOUTH-SOUTHEAST OF THE CENTER OF THE STATE ROAD, 25.5 METERS (83.7
 DD2351'FT) EAST-SOUTHEAST OF A POWER POLE WITH GUY WIRE, 3.8 METERS (12.5
 DD2351'FT) SOUTH-SOUTHEAST OF A 40-INCH DOUBLE-TRUNKED PINE TREE, 62.3
 DD2351'METERS (204.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF A DOUBLE-WIDE
 DD2351'MOBILE TRAILER.
 DD2351'THE MARK IS 0.58 METERS  SW FROM  A WITNESS POST
 DD2351'THE MARK IS ABOVE LEVEL WITH THE DIM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2772 ***********************************************************************
 DD2772  DESIGNATION -  026 086
 DD2772  PID         -  DD2772
 DD2772  STATE/COUNTY-  SC/HORRY
 DD2772  USGS QUAD   -  HORRY (1980)
 DD2772
 DD2772                         *CURRENT SURVEY CONTROL
 DD2772  ___________________________________________________________________
 DD2772* NAD 83(2001)-  33 57 46.44804(N)    079 12 40.03528(W)     ADJUSTED  
 DD2772* NAVD 88     -        25.1    (meters)      82.     (feet)  VERTCON   
 DD2772  ___________________________________________________________________
 DD2772  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DD2772  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DD2772
 DD2772  HORZ ORDER  -  SECOND
 DD2772
 DD2772.The horizontal coordinates were established by classical geodetic methods
 DD2772.and adjusted by the National Geodetic Survey in March 2004..
 DD2772
 DD2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2772
 DD2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2772
 DD2772.The geoid height was determined by GEOID03.
 DD2772
 DD2772;                    North         East     Units Scale Factor Converg.
 DD2772;SPC SC       -   237,591.474   774,896.812   MT  0.99980673   +0 59 30.3
 DD2772;SPC SC       -   779,499.59  2,542,312.38   iFT  0.99980673   +0 59 30.3
 DD2772;UTM  17      - 3,759,484.382   665,281.060   MT  0.99993676   +0 59 58.5
 DD2772
 DD2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2772!SPC SC       -   1.00000134  x   0.99980673  =   0.99980807
 DD2772!UTM  17      -   1.00000134  x   0.99993676  =   0.99993810
 DD2772
 DD2772|---------------------------------------------------------------------|
 DD2772| PID    Reference Object                     Distance      Geod. Az  |
 DD2772|                                                           dddmmss.s |
 DD2772| DD2771 026 086 AZ MK                       289.439 METERS 03014     |
 DD2772| DD3722 026 086 RM 1                         27.613 METERS 30834     |
 DD2772|---------------------------------------------------------------------|
 DD2772
 DD2772                          SUPERSEDED SURVEY CONTROL
 DD2772
 DD2772  NAD 83(1986)-  33 57 46.45625(N)    079 12 40.03842(W) AD(       ) 2
 DD2772  NAD 27      -  33 57 45.85644(N)    079 12 40.88538(W) AD(       ) 2
 DD2772  NGVD 29 (07/19/86)   25.4    (m)           83.     (f) VERT ANG       
 DD2772
 DD2772.Superseded values are not recommended for survey control.
 DD2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2772.See file dsdata.txt to determine how the superseded data were derived.
 DD2772
 DD2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6528159484(NAD 83)
 DD2772_MARKER: DD = SURVEY DISK
 DD2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2772
 DD2772  HISTORY     - Date     Condition        Report By
 DD2772  HISTORY     - 1981     MONUMENTED       SCGS
 DD2772
 DD2772                          STATION DESCRIPTION
 DD2772
 DD2772'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2772'THE STATION IS LOCATED STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF
 DD2772'AYNOR, ON THE NORTHEAST SIDE OF COUNTY ROAD S-26-24, ON PROPERTY
 DD2772'OWNED BY LLOYD HARRELSON FROM CONWAY, S.C.
 DD2772'
 DD2772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 AND COUNTY
 DD2772'ROAD S-26-24 IN THE SOUTHEAST EDGE OF AYNOR, GO SOUTHERLY ON COUNTY
 DD2772'ROAD S-26-24 FOR 3.7 KM (2.3 MI) TO STATION ON LEFT.
 DD2772'
 DD2772'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2772'---026 086 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 45
 DD2772'CM IN DIAMETER RECESSED 12 INCHES BELOW THE GROUND LOCATED 23.5
 DD2772'METERS NW FROM CENTER OF COUNTY ROAD, 14.3 METERS SW FROM ABANDONED
 DD2772'HOUSE NW CORNER, 31.0 METERS NW FROM ORANGE JUNCTION BOX 38C, AND
 DD2772'27.7 METERS W FROM JUNCTION BOX 39B.
 DD2772'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2772'DISK STAMPED---026 086 1981---SET INTO AN IRREGULAR MASS OF
 DD2772'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD2772'
 DD2772'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2772'DISK STAMPED---026 086 RM 1---SET INTO THE TOP OF A ROUND CONCRETE
 DD2772'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.7 METERS
 DD2772'NE FROM THE DRIVEWAY OF OLD BARN,  4.4 METERS SW FROM THE CENTER OF
 DD2772'COUNTY ROAD,  3.5 METERS NW FROM ORANGE JUNCTION BOX 38C, AND 13.4
 DD2772'METERS W FROM THE POWER LINE POLE.
 DD2772'
 DD2772'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2772'STAMPED---026 086 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2772'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  8.2 METERS
 DD2772'E FROM THE CENTER OF COUNTY ROAD,  1.3 METERS WSW FROM THE POWER LINE
 DD2772'POLE, 18.3 METERS W FROM THE SW CORNER OF SMALL HOUSE, AND 27.0
 DD2772'METERS N FROM THE DRIVEWAY.
 DD2772'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON COUNTY
 DD2772'ROAD S-26-24 FOR 0.2 KM (0.1 MI) TO COUNTY ROAD S-26-1048, TURN
 DD2772'RIGHT, GO 0.1 KM (0.05 MI) TO AZIMUTH MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2771 ***********************************************************************
 DD2771  DESIGNATION -  026 086 AZ MK
 DD2771  PID         -  DD2771
 DD2771  STATE/COUNTY-  SC/HORRY
 DD2771  USGS QUAD   -  HORRY (1980)
 DD2771
 DD2771                         *CURRENT SURVEY CONTROL
 DD2771  ___________________________________________________________________
 DD2771* NAD 83(2001)-  33 57 54.56374(N)    079 12 34.35772(W)     ADJUSTED  
 DD2771* NAVD 88     -        23.8    (meters)      78.     (feet)  VERTCON   
 DD2771  ___________________________________________________________________
 DD2771  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 DD2771  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DD2771
 DD2771  HORZ ORDER  -  SECOND
 DD2771
 DD2771.The horizontal coordinates were established by classical geodetic methods
 DD2771.and adjusted by the National Geodetic Survey in March 2004..
 DD2771
 DD2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2771
 DD2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2771
 DD2771.The geoid height was determined by GEOID03.
 DD2771
 DD2771;                    North         East     Units Scale Factor Converg.
 DD2771;SPC SC       -   237,843.969   775,038.194   MT  0.99980693   +0 59 33.5
 DD2771;SPC SC       -   780,327.98  2,542,776.23   iFT  0.99980693   +0 59 33.5
 DD2771;UTM  17      - 3,759,736.930   665,422.426   MT  0.99993734   +1 00 01.9
 DD2771
 DD2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2771!SPC SC       -   1.00000155  x   0.99980693  =   0.99980848
 DD2771!UTM  17      -   1.00000155  x   0.99993734  =   0.99993889
 DD2771
 DD2771                          SUPERSEDED SURVEY CONTROL
 DD2771
 DD2771  NAD 83(1986)-  33 57 54.57195(N)    079 12 34.36086(W) AD(       ) 2
 DD2771  NAD 27      -  33 57 53.97230(N)    079 12 35.20794(W) AD(       ) 2
 DD2771  NGVD 29 (07/19/86)   24.1    (m)           79.     (f) VERT ANG       
 DD2771
 DD2771.Superseded values are not recommended for survey control.
 DD2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2771.See file dsdata.txt to determine how the superseded data were derived.
 DD2771
 DD2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6542259737(NAD 83)
 DD2771_MARKER: DD = SURVEY DISK
 DD2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2771_SP_SET: CONCRETE POST
 DD2771_STAMPING: 026 086 AZ MK 1981
 DD2771_MARK LOGO: SCGS  
 DD2771_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2771+STABILITY: SURFACE MOTION
 DD2771
 DD2771  HISTORY     - Date     Condition        Report By
 DD2771  HISTORY     - 1981     MONUMENTED       SCGS
 DD2771  HISTORY     - 19930920 GOOD             SCGS
 DD2771
 DD2771                          STATION DESCRIPTION
 DD2771
 DD2771'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2771'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTH OF AYNOR.
 DD2771'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD2771'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD2771'JUNCTION OF STATE HIGHWAY 319 AND U.S. HIGHWAY 501 IN AYNOR, GO SOUTH
 DD2771'SOUTHEAST ON HIGHWAY 501 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF
 DD2771'STATE ROAD 24, TURN RIGHT ON ROAD 24 FOR 2.2 MILES (3.5 KM) TO THE
 DD2771'JUNCTION OF STATE ROAD 1048, TURN LEFT ON ROAD 1048 FOR 0.05 MILE
 DD2771'(0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A
 DD2771'CONCRETE POST FLUSH WITH THE GROUND, 8.2 METERS (26.9 FT) EAST OF THE
 DD2771'CENTER OF THE ROAD, 1.3 METERS (4.3 FT) WEST SOUTHWEST OF THE POWER
 DD2771'POLE, 18.3 METERS (60.0 FT) WEST OF THE SOUTHWEST CORNER OF A SMALL
 DD2771'HOUSE, 27.0 METERS (88.6 FT) NORTH OF THE CENTER OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1887 ***********************************************************************
 EB1887  DESIGNATION -  026 087
 EB1887  PID         -  EB1887
 EB1887  STATE/COUNTY-  SC/HORRY
 EB1887  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1887
 EB1887                         *CURRENT SURVEY CONTROL
 EB1887  ___________________________________________________________________
 EB1887* NAD 83(2001)-  34 00 43.04186(N)    079 11 24.39947(W)     ADJUSTED  
 EB1887* NAVD 88     -        31.532  (meters)     103.45   (feet)  ADJUSTED  
 EB1887  ___________________________________________________________________
 EB1887  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 EB1887  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EB1887  DYNAMIC HT  -          31.501 (meters)     103.35  (feet)  COMP
 EB1887  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 EB1887
 EB1887  HORZ ORDER  -  SECOND
 EB1887  VERT ORDER  -  FIRST     CLASS II
 EB1887
 EB1887.The horizontal coordinates were established by classical geodetic methods
 EB1887.and adjusted by the National Geodetic Survey in March 2004..
 EB1887
 EB1887.The orthometric height was determined by differential leveling
 EB1887.and adjusted by the National Geodetic Survey in June 1991..
 EB1887
 EB1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1887
 EB1887.The geoid height was determined by GEOID03.
 EB1887
 EB1887.The dynamic height is computed by dividing the NAVD 88
 EB1887.geopotential number by the normal gravity value computed on the
 EB1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1887.degrees latitude (g = 980.6199 gals.).
 EB1887
 EB1887.The modeled gravity was interpolated from observed gravity values.
 EB1887
 EB1887;                    North         East     Units Scale Factor Converg.
 EB1887;SPC SC       -   243,064.559   776,742.719   MT  0.99981147   +1 00 12.2
 EB1887;SPC SC       -   797,455.90  2,548,368.50   iFT  0.99981147   +1 00 12.2
 EB1887;UTM  17      - 3,764,958.462   667,126.396   MT  0.99994432   +1 00 45.4
 EB1887
 EB1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1887!SPC SC       -   1.00000033  x   0.99981147  =   0.99981180
 EB1887!UTM  17      -   1.00000033  x   0.99994432  =   0.99994465
 EB1887
 EB1887|---------------------------------------------------------------------|
 EB1887| PID    Reference Object                     Distance      Geod. Az  |
 EB1887|                                                           dddmmss.s |
 EB1887| EB1886 026 087 AZ MK                       312.614 METERS 21850     |
 EB1887| EB1888 026 087 RM 1                         25.538 METERS 33445     |
 EB1887|---------------------------------------------------------------------|
 EB1887
 EB1887                          SUPERSEDED SURVEY CONTROL
 EB1887
 EB1887  NAD 83(1986)-  34 00 43.04999(N)    079 11 24.40245(W) AD(       ) 2
 EB1887  NAD 27      -  34 00 42.45404(N)    079 11 25.25061(W) AD(       ) 2
 EB1887  NGVD 29 (03/21/89)   31.839  (m)          104.46   (f) ADJUSTED    1 2
 EB1887
 EB1887.Superseded values are not recommended for survey control.
 EB1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1887.See file dsdata.txt to determine how the superseded data were derived.
 EB1887
 EB1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6712664958(NAD 83)
 EB1887_MARKER: DD = SURVEY DISK
 EB1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1887_SP_SET: CONCRETE POST
 EB1887_STAMPING: HORZ 026 - 087 1981
 EB1887_MARK LOGO: SCGS  
 EB1887_PROJECTION: FLUSH
 EB1887_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1887+STABILITY: SURFACE MOTION
 EB1887
 EB1887  HISTORY     - Date     Condition        Report By
 EB1887  HISTORY     - 1981     MONUMENTED       SCGS
 EB1887  HISTORY     - 1986     GOOD             SCGS
 EB1887
 EB1887                          STATION DESCRIPTION
 EB1887
 EB1887'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB1887'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF AYNOR, ON
 EB1887'THE NORTHEAST SIDE OF COUNTY ROAD S-26-129.  FOR INFORMATION CONTACT,
 EB1887'MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 EB1887'COLUMBIA, S.C. 29202.
 EB1887'
 EB1887'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 AND 9TH
 EB1887'AVE IN THE SOUTHEAST PART OF AYNOR, GO NORTHERLY ON 9TH AVE FOR 0.8
 EB1887'KM (0.5 MI) TO THE JUNCTION STATE 319 AND 32 (ELM STREET), CONTINUE
 EB1887'AHEAD ON STATE HIGHWAY 32 FOR 1.5 KM (0.95 MI) TO THE AZIMUTH MARK ON
 EB1887'RIGHT, CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO CROSSROADS, TURN LEFT,
 EB1887'GO NORTHWESTERLY ON HIGHWAY S-26-129 FOR 0.2 KM (0.1 MI) TO THE
 EB1887'STATION ON RIGHT.
 EB1887'
 EB1887'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1887'---026 087 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB1887'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.2 METERS ENE FROM
 EB1887'CENTER LINE OF COUNTY ROAD S-26-129,  1.4 METERS SSE FROM WITNESS
 EB1887'POST, 26.1 METERS SSE FROM WITNESS POST, 41.0 METERS SSE FROM THE
 EB1887'POWER POLE NO 5W15, AND  0.6 METERS NW FROM CULTIVATED FIELD.
 EB1887'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1887'DISK STAMPED---026 087 1981---SET INTO AN IRREGULAR MASS OF
 EB1887'CONCRETE 1.1 METERS BELOW THE SURFACE.
 EB1887'
 EB1887'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1887'DISK STAMPED---026 087 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB1887'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB1887'15.5 METERS SSE FROM POWER POLE NO 5W15,  5.6 METERS ENE FROM CENTER
 EB1887'LINE OF COUNTY ROAD,  0.4 METERS SSE FROM METAL WITNESS POST, AND
 EB1887'22.5 METERS NNW FROM METAL WITNESS POST.
 EB1887'
 EB1887'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1887'STAMPED---026-087 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 EB1887'MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND SURFACE
 EB1887'LOCATED  8.5 METERS SSE FROM  COUNTY ROAD,  1.6 METERS W FROM POWER
 EB1887'POLE NO 8,  1.5 METERS N FROM FENCE CORNER, AND  0.9 METERS NNW FROM
 EB1887'METAL WITNESS POST.
 EB1887'TO REACH THE AZIMUTH MARK FROM JUNCTION OF STATE HIGHWAY 319 AND 9TH
 EB1887'AVE IN AYNOR, GO 1.0 MI NE TO THE AZIMUTH MARK ON THE RIGHT.
 EB1887
 EB1887                          STATION RECOVERY (1986)
 EB1887
 EB1887'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1887'1.8 KM (1.1 MI) NE FROM AYNOR.
 EB1887'0.8 KM (0.5 MI) EAST SOUTHEAST ALONG STATE HIGHWAY 319 (ELM STREET)
 EB1887'FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 1.7 KM
 EB1887'(1.05 MI) NORTH NORTHEAST AND NORTHEASTERLY ALONG STATE ROAD 32 (9TH
 EB1887'AVENUE), THENCE 0.2 KM (0.1 MI) NORTH NORTHWEST ALONG STATE ROAD 129,
 EB1887'SET AT THE EDGE OF A FIELD, 0.1 KM (0.05 MI) SOUTH SOUTHEAST OF THE
 EB1887'JUNCTION OF STATE ROAD 461, 47.06 METERS (154.4 FT) WEST NORTHWEST OF
 EB1887'THE NORTHWEST CORNER OF A TWO-STORY WOODEN HOUSE, 41.23 METERS
 EB1887'(135.3 FT) SOUTH SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 5.1
 EB1887'METERS (16.7 FT) EAST NORTHEAST OF THE CENTER OF THE ROAD.
 EB1887'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1886 ***********************************************************************
 EB1886  DESIGNATION -  026 087 AZ MK
 EB1886  PID         -  EB1886
 EB1886  STATE/COUNTY-  SC/HORRY
 EB1886  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1886
 EB1886                         *CURRENT SURVEY CONTROL
 EB1886  ___________________________________________________________________
 EB1886* NAD 83(2001)-  34 00 35.13841(N)    079 11 32.03903(W)     ADJUSTED  
 EB1886* NAVD 88     -        31.515  (meters)     103.40   (feet)  ADJUSTED  
 EB1886  ___________________________________________________________________
 EB1886  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 EB1886  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EB1886  DYNAMIC HT  -          31.483 (meters)     103.29  (feet)  COMP
 EB1886  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 EB1886
 EB1886  HORZ ORDER  -  SECOND
 EB1886  VERT ORDER  -  FIRST     CLASS II
 EB1886
 EB1886.The horizontal coordinates were established by classical geodetic methods
 EB1886.and adjusted by the National Geodetic Survey in March 2004..
 EB1886
 EB1886.The orthometric height was determined by differential leveling
 EB1886.and adjusted by the National Geodetic Survey in June 1991..
 EB1886
 EB1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1886
 EB1886.The geoid height was determined by GEOID03.
 EB1886
 EB1886.The dynamic height is computed by dividing the NAVD 88
 EB1886.geopotential number by the normal gravity value computed on the
 EB1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1886.degrees latitude (g = 980.6199 gals.).
 EB1886
 EB1886.The modeled gravity was interpolated from observed gravity values.
 EB1886
 EB1886;                    North         East     Units Scale Factor Converg.
 EB1886;SPC SC       -   242,817.693   776,551.023   MT  0.99981124   +1 00 08.0
 EB1886;SPC SC       -   796,645.97  2,547,739.58   iFT  0.99981124   +1 00 08.0
 EB1886;UTM  17      - 3,764,711.532   666,934.713   MT  0.99994353   +1 00 41.0
 EB1886
 EB1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1886!SPC SC       -   1.00000034  x   0.99981124  =   0.99981158
 EB1886!UTM  17      -   1.00000034  x   0.99994353  =   0.99994387
 EB1886
 EB1886                          SUPERSEDED SURVEY CONTROL
 EB1886
 EB1886  NAD 83(1986)-  34 00 35.14655(N)    079 11 32.04202(W) AD(       ) 2
 EB1886  NAD 27      -  34 00 34.55046(N)    079 11 32.89002(W) AD(       ) 2
 EB1886  NGVD 29 (03/21/89)   31.821  (m)          104.40   (f) ADJUSTED    1 2
 EB1886
 EB1886.Superseded values are not recommended for survey control.
 EB1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1886.See file dsdata.txt to determine how the superseded data were derived.
 EB1886
 EB1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6693564712(NAD 83)
 EB1886_MARKER: DD = SURVEY DISK
 EB1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1886_SP_SET: CONCRETE POST
 EB1886_STAMPING: AZ MK 026 - 087 1981
 EB1886_MARK LOGO: SCGS  
 EB1886_PROJECTION: FLUSH
 EB1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1886+STABILITY: SURFACE MOTION
 EB1886
 EB1886  HISTORY     - Date     Condition        Report By
 EB1886  HISTORY     - 1981     MONUMENTED       MJH
 EB1886  HISTORY     - 1986     GOOD             SCGS
 EB1886
 EB1886                          STATION DESCRIPTION
 EB1886
 EB1886'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1886'1.4 KM (0.9 MI) NNE FROM AYNOR.
 EB1886'0.8 KM (0.5 MI) EAST SOUTHEAST ALONG STATE HIGHWAY 319 (ELM STREET)
 EB1886'FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 1.4 KM (0.9 MI)
 EB1886'NORTH NORTHEAST AND NORTHEASTERLY ALONG STATE ROAD 32 (9TH AVENUE),
 EB1886'SET NEAR A POWER POLE AT A FENCE CORNER, 0.3 KM (0.2 MI) SOUTHWEST OF
 EB1886'THE JUNCTION OF STATE ROAD 129, 8.53 METERS (28.0 FT) SOUTH OF THE
 EB1886'CENTER OF THE ROAD, 1.7 METERS (5.6 FT) WEST NORTHWEST OF THE POWER
 EB1886'POLE DP49, 1.55 METERS (5.1 FT) NORTH OF THE FENCE CORNER.
 EB1886'THE MARK IS 0.95 METERS  NNW FROM  A WITNESS POST
 EB1886'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1888 ***********************************************************************
 EB1888  DESIGNATION -  026 087 RM 1
 EB1888  PID         -  EB1888
 EB1888  STATE/COUNTY-  SC/HORRY
 EB1888  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1888
 EB1888                         *CURRENT SURVEY CONTROL
 EB1888  ___________________________________________________________________
 EB1888* NAD 83(1986)-  34 00 45.     (N)    079 11 23.     (W)     SCALED    
 EB1888* NAVD 88     -        31.393  (meters)     103.00   (feet)  ADJUSTED  
 EB1888  ___________________________________________________________________
 EB1888  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EB1888  DYNAMIC HT  -          31.362 (meters)     102.89  (feet)  COMP
 EB1888  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 EB1888
 EB1888  VERT ORDER  -  FIRST     CLASS II
 EB1888
 EB1888.The horizontal coordinates were scaled from a topographic map and have
 EB1888.an estimated accuracy of +/- 6 seconds.
 EB1888
 EB1888.The orthometric height was determined by differential leveling
 EB1888.and adjusted by the National Geodetic Survey in June 1991..
 EB1888
 EB1888.The geoid height was determined by GEOID03.
 EB1888
 EB1888.The dynamic height is computed by dividing the NAVD 88
 EB1888.geopotential number by the normal gravity value computed on the
 EB1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1888.degrees latitude (g = 980.6199 gals.).
 EB1888
 EB1888.The modeled gravity was interpolated from observed gravity values.
 EB1888
 EB1888;                    North         East    Units  Estimated Accuracy
 EB1888;SPC SC       -   243,130.      776,780.      MT  (+/- 180 meters Scaled)
 EB1888
 EB1888                          SUPERSEDED SURVEY CONTROL
 EB1888
 EB1888  NGVD 29 (03/21/89)   31.700  (m)          104.00   (f) ADJUSTED    1 2
 EB1888
 EB1888.Superseded values are not recommended for survey control.
 EB1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1888.See file dsdata.txt to determine how the superseded data were derived.
 EB1888
 EB1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT671650(NAD 83)
 EB1888_MARKER: DD = SURVEY DISK
 EB1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1888_SP_SET: CONCRETE POST
 EB1888_STAMPING: RM 1 026 - 087 1981
 EB1888_MARK LOGO: SCGS  
 EB1888_PROJECTION: FLUSH
 EB1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1888+STABILITY: SURFACE MOTION
 EB1888
 EB1888  HISTORY     - Date     Condition        Report By
 EB1888  HISTORY     - 1981     MONUMENTED       SCGS
 EB1888  HISTORY     - 1986     GOOD             SCGS
 EB1888
 EB1888                          STATION DESCRIPTION
 EB1888
 EB1888'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1888'1.8 KM (1.1 MI) NE FROM AYNOR.
 EB1888'0.8 KM (0.5 MI) EAST SOUTHEAST ALONG STATE HIGHWAY 319 (ELM STREET)
 EB1888'FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 1.7 KM
 EB1888'(1.05 MI) NORTH NORTHEAST AND NORTHEASTERLY ALONG STATE ROAD 32 (9TH
 EB1888'AVENUE), THENCE 0.2 KM (0.1 MI) NORTH NORTHWEST ALONG STATE ROAD 129,
 EB1888'SET AT THE EDGE OF A FIELD, 0.1 KM (0.05 MI) SOUTH SOUTHEAST OF THE
 EB1888'JUNCTION OF STATE ROAD 461, 25.61 METERS (84.0 FT) NORTH NORTHWEST OF
 EB1888'SURVEY MARK 026 087 SCGS, 5.45 METERS (17.9 FT) EAST NORTHEAST OF THE
 EB1888'CENTER OF THE ROAD, 15.53 METERS (51.0 FT) SOUTH SOUTHEAST OF A POWER
 EB1888'POLE WITH A TRANSFORMER.
 EB1888'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1812 ***********************************************************************
 DD1812  DESIGNATION -  026 088
 DD1812  PID         -  DD1812
 DD1812  STATE/COUNTY-  SC/HORRY
 DD1812  USGS QUAD   -  HORRY (1980)
 DD1812
 DD1812                         *CURRENT SURVEY CONTROL
 DD1812  ___________________________________________________________________
 DD1812* NAD 83(2001)-  33 56 59.11616(N)    079 10 24.98307(W)     ADJUSTED  
 DD1812* NAVD 88     -        19.315  (meters)      63.37   (feet)  ADJUSTED  
 DD1812  ___________________________________________________________________
 DD1812  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 DD1812  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DD1812  DYNAMIC HT  -          19.296 (meters)      63.31  (feet)  COMP
 DD1812  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 DD1812
 DD1812  HORZ ORDER  -  SECOND
 DD1812  VERT ORDER  -  FIRST     CLASS II
 DD1812
 DD1812.The horizontal coordinates were established by classical geodetic methods
 DD1812.and adjusted by the National Geodetic Survey in March 2004..
 DD1812
 DD1812.The orthometric height was determined by differential leveling
 DD1812.and adjusted by the National Geodetic Survey in June 1991..
 DD1812
 DD1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1812
 DD1812.The geoid height was determined by GEOID03.
 DD1812
 DD1812.The dynamic height is computed by dividing the NAVD 88
 DD1812.geopotential number by the normal gravity value computed on the
 DD1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1812.degrees latitude (g = 980.6199 gals.).
 DD1812
 DD1812.The modeled gravity was interpolated from observed gravity values.
 DD1812
 DD1812;                    North         East     Units Scale Factor Converg.
 DD1812;SPC SC       -   236,194.246   778,388.653   MT  0.99980559   +1 00 45.2
 DD1812;SPC SC       -   774,915.51  2,553,768.55   iFT  0.99980559   +1 00 45.2
 DD1812;UTM  17      - 3,758,087.434   668,773.572   MT  0.99995115   +1 01 12.8
 DD1812
 DD1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1812!SPC SC       -   1.00000226  x   0.99980559  =   0.99980785
 DD1812!UTM  17      -   1.00000226  x   0.99995115  =   0.99995341
 DD1812
 DD1812|---------------------------------------------------------------------|
 DD1812| PID    Reference Object                     Distance      Geod. Az  |
 DD1812|                                                           dddmmss.s |
 DD1812| DD1813 026 088 RM 1                         25.288 METERS 15500     |
 DD1812| DD1811 026 088 AZ MK                       APPROX. 0.9 KM 3352758.9 |
 DD1812|---------------------------------------------------------------------|
 DD1812
 DD1812                          SUPERSEDED SURVEY CONTROL
 DD1812
 DD1812  NAD 83(1986)-  33 56 59.12428(N)    079 10 24.98628(W) AD(       ) 2
 DD1812  NAD 27      -  33 56 58.52265(N)    079 10 25.83793(W) AD(       ) 2
 DD1812  NGVD 29 (03/21/89)   19.621  (m)           64.37   (f) ADJUSTED    1 2
 DD1812
 DD1812.Superseded values are not recommended for survey control.
 DD1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1812.See file dsdata.txt to determine how the superseded data were derived.
 DD1812
 DD1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6877458087(NAD 83)
 DD1812_MARKER: DD = SURVEY DISK
 DD1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1812_SP_SET: CONCRETE POST
 DD1812_STAMPING: HORZ 026 - 088 1981
 DD1812_MARK LOGO: SCGS  
 DD1812_PROJECTION: RECESSED 7 CENTIMETERS
 DD1812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1812+STABILITY: SURFACE MOTION
 DD1812
 DD1812  HISTORY     - Date     Condition        Report By
 DD1812  HISTORY     - 1981     MONUMENTED       SCGS
 DD1812  HISTORY     - 1986     GOOD             SCGS
 DD1812
 DD1812                          STATION DESCRIPTION
 DD1812
 DD1812'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1812'THE STATION IS LOCATED ABOUT 6.4 K (4.0 MI) SOUTH
 DD1812'OF AYNOR, IN THE MEDIAN BETWEEN THE TWO LANES OF TRAFFIC ON U.S.
 DD1812'HIGHWAY 501.
 DD1812'
 DD1812'TO REACH THE STATION FROM THE POST OFFICE IN AYNOR, GO SOUTH ON 8TH
 DD1812'AVENUE FOR 0.6 K (0.4 MI) TO U.S. HIGHWAY 501, TURN LEFT, GO
 DD1812'SOUTHEASTERLY ON U.S. HIGHWAY 501 FOR 5.6 K (3.45 MI) TO AZIMUTH MARK
 DD1812'ON LEFT, CONTINUE AHEAD ON U.S. HIGHWAY 501 FOR 0.5 MILE TO STATION
 DD1812'AT CROSSROAD, MARK IS ON LEFT IN MEDIAN STRIP.
 DD1812'
 DD1812'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1812'---026-055 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT  30
 DD1812'CM IN DIAMETER FLUSH WITH THE GROUND ACROSS FROM CBS OUTLET
 DD1812'FURNITURE CO/DISCOUNT STORE 20.0 FT NW OF THE WEST EDGE OF
 DD1812'METAL FLOOD DRAIN LOCATED 23.2 METERS S FROM REFLECTOR POST, 14.0
 DD1812'METERS SE FROM CENTER OF HIGHWAY TURNGROUND, 10.4 METERS S FROM
 DD1812'CENTER OF NW BOUND TRAFFIC LANE OF HIGHWAY 501,  8.4 METERS N FROM
 DD1812'CENTER OF SE BOUND TRAFFIC LANE OF HIGHWAY 501, AND  1.2 METERS SSW
 DD1812'FROM A METAL HIGHWAY POST.
 DD1812'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1812'DISK STAMPED---026-088 1981---SET INTO AN IRREGULAR MASS OF
 DD1812'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD1812'
 DD1812'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1812'DISK STAMPED---026-088 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD1812'CONCRETE MONUMENT  30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1812'38.1 METERS SE FROM THE CENTER OF CROSSOVER, 10.4 METERS SW FROM THE
 DD1812'CENTER OF NORTHWEST BOUND TRAFFIC LANE OF HIGHWAY,  7.9 METERS NE
 DD1812'FROM THE CENTER OF SOUTHEAST BOUND TRAFFIC LANE OF HIGHWAY, AND 16.9
 DD1812'METERS SE FROM THE EAST EDGE OF IRON DRAIN.
 DD1812'
 DD1812'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1812'STAMPED---026-088 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1812'MONUMENT  30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED .9 METERS
 DD1812'SW FROM POWER LINE POLE, 17.7 METERS ESE FROM CENTER OF NORTHWEST
 DD1812'BOUND LANE HIGHWAY 501, 44.2 METERS W FROM CENTER OF DRIVEWAY, AND
 DD1812'15.5 METERS W FROM END OF HEDGEROW.
 DD1812'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHWESTERLY ON U.S.
 DD1812'HIGHWAY 501 FOR 0.8 K (0.5 MI) TO MARK RIGHT.
 DD1812
 DD1812                          STATION RECOVERY (1986)
 DD1812
 DD1812'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1812'6.0 KM (3.7 MI) SSE FROM AYNOR.
 DD1812'6.6 KM (4.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 FROM THE JUNCTION OF
 DD1812'STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR AN IRON DRAIN IN THE
 DD1812'MEDIAN ACROSS THE ROAD FROM A CONVENIENCE STORE AND A FURNITURE OUTLET
 DD1812'COMPANY, 9.8 METERS (32.2 FT) WEST SOUTHWEST OF THE CENTER OF THE
 DD1812'NORTHBOUND LANES OF THE HIGHWAY, 8.5 METERS (27.9 FT) EAST NORTHEAST
 DD1812'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 12.45 METERS
 DD1812'(40.8 FT) SOUTH SOUTHEAST OF THE CENTER OF A CROSSOVER ROAD,
 DD1812'6.65 METERS (21.8 FT) NORTH NORTHWEST OF THE CENTER OF THE FOUR FOOT
 DD1812'BY FOUR FOOT DRAIN.
 DD1812'THE MARK IS 2.7 METERS  SSE FROM  A WITNESS POST
 DD1812'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1811 ***********************************************************************
 DD1811  DESIGNATION -  026 088 AZ MK
 DD1811  PID         -  DD1811
 DD1811  STATE/COUNTY-  SC/HORRY
 DD1811  USGS QUAD   -  HORRY (1980)
 DD1811
 DD1811                         *CURRENT SURVEY CONTROL
 DD1811  ___________________________________________________________________
 DD1811* NAD 83(2001)-  33 57 24.39605(N)    079 10 38.83002(W)     ADJUSTED  
 DD1811* NAVD 88     -        17.288  (meters)      56.72   (feet)  ADJUSTED  
 DD1811  ___________________________________________________________________
 DD1811  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DD1811  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DD1811  DYNAMIC HT  -          17.271 (meters)      56.66  (feet)  COMP
 DD1811  MODELED GRAV-     979,643.5   (mgal)                       NAVD 88
 DD1811
 DD1811  HORZ ORDER  -  SECOND
 DD1811  VERT ORDER  -  FIRST     CLASS II
 DD1811
 DD1811.The horizontal coordinates were established by classical geodetic methods
 DD1811.and adjusted by the National Geodetic Survey in March 2004..
 DD1811
 DD1811.The orthometric height was determined by differential leveling
 DD1811.and adjusted by the National Geodetic Survey in June 1991..
 DD1811
 DD1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1811
 DD1811.The geoid height was determined by GEOID03.
 DD1811
 DD1811.The dynamic height is computed by dividing the NAVD 88
 DD1811.geopotential number by the normal gravity value computed on the
 DD1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1811.degrees latitude (g = 980.6199 gals.).
 DD1811
 DD1811.The modeled gravity was interpolated from observed gravity values.
 DD1811
 DD1811;                    North         East     Units Scale Factor Converg.
 DD1811;SPC SC       -   236,966.611   778,019.489   MT  0.99980619   +1 00 37.5
 DD1811;SPC SC       -   777,449.51  2,552,557.38   iFT  0.99980619   +1 00 37.5
 DD1811;UTM  17      - 3,758,859.861   668,404.250   MT  0.99994961   +1 01 05.7
 DD1811
 DD1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1811!SPC SC       -   1.00000258  x   0.99980619  =   0.99980877
 DD1811!UTM  17      -   1.00000258  x   0.99994961  =   0.99995219
 DD1811
 DD1811                          SUPERSEDED SURVEY CONTROL
 DD1811
 DD1811  NAD 83(1986)-  33 57 24.40417(N)    079 10 38.83320(W) AD(       ) 2
 DD1811  NAD 27      -  33 57 23.80322(N)    079 10 39.68425(W) AD(       ) 2
 DD1811  NGVD 29 (03/21/89)   17.594  (m)           57.72   (f) ADJUSTED    1 2
 DD1811
 DD1811.Superseded values are not recommended for survey control.
 DD1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1811.See file dsdata.txt to determine how the superseded data were derived.
 DD1811
 DD1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6840458860(NAD 83)
 DD1811_MARKER: DD = SURVEY DISK
 DD1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1811_SP_SET: CONCRETE POST
 DD1811_STAMPING: AZ MK 026 - 088 1981
 DD1811_MARK LOGO: SCGS  
 DD1811_PROJECTION: FLUSH
 DD1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1811+STABILITY: SURFACE MOTION
 DD1811
 DD1811  HISTORY     - Date     Condition        Report By
 DD1811  HISTORY     - 1981     MONUMENTED       MJH
 DD1811  HISTORY     - 1986     GOOD             SCGS
 DD1811
 DD1811                          STATION DESCRIPTION
 DD1811
 DD1811'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1811'5.1 KM (3.2 MI) SSE FROM AYNOR.
 DD1811'5.8 KM (3.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 FROM THE JUNCTION OF
 DD1811'STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR A POWER POLE IN THE
 DD1811'YARD OF A BRICK HOUSE, 0.55 KM (0.35 MI) SOUTHEAST OF A GRAIN STORAGE
 DD1811'COMPANY (AYNOR GRAIN COMPANY), 47.6 METERS (156.2 FT) WEST OF THE
 DD1811'NORTHWEST CORNER OF THE HOUSE, 17.6 METERS (57.7 FT) EAST NORTHEAST OF
 DD1811'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 44.3 METERS
 DD1811'(145.3 FT) NORTH NORTHWEST OF THE CENTER OF A PAVED DRIVEWAY LEADING
 DD1811'TO THE HOUSE, 1.0 METER (3.3 FT) WEST SOUTHWEST OF THE POWER POLE.
 DD1811'THE MARK IS 0.8 METERS  WSW FROM  A WITNESS POST
 DD1811'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1813 ***********************************************************************
 DD1813  DESIGNATION -  026 088 RM 1
 DD1813  PID         -  DD1813
 DD1813  STATE/COUNTY-  SC/HORRY
 DD1813  USGS QUAD   -  HORRY (1980)
 DD1813
 DD1813                         *CURRENT SURVEY CONTROL
 DD1813  ___________________________________________________________________
 DD1813* NAD 83(1986)-  33 56 59.     (N)    079 10 23.     (W)     SCALED    
 DD1813* NAVD 88     -        19.359  (meters)      63.51   (feet)  ADJUSTED  
 DD1813  ___________________________________________________________________
 DD1813  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DD1813  DYNAMIC HT  -          19.340 (meters)      63.45  (feet)  COMP
 DD1813  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 DD1813
 DD1813  VERT ORDER  -  FIRST     CLASS II
 DD1813
 DD1813.The horizontal coordinates were scaled from a topographic map and have
 DD1813.an estimated accuracy of +/- 6 seconds.
 DD1813
 DD1813.The orthometric height was determined by differential leveling
 DD1813.and adjusted by the National Geodetic Survey in June 1991..
 DD1813
 DD1813.The geoid height was determined by GEOID03.
 DD1813
 DD1813.The dynamic height is computed by dividing the NAVD 88
 DD1813.geopotential number by the normal gravity value computed on the
 DD1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1813.degrees latitude (g = 980.6199 gals.).
 DD1813
 DD1813.The modeled gravity was interpolated from observed gravity values.
 DD1813
 DD1813;                    North         East    Units  Estimated Accuracy
 DD1813;SPC SC       -   236,190.      778,440.      MT  (+/- 180 meters Scaled)
 DD1813
 DD1813                          SUPERSEDED SURVEY CONTROL
 DD1813
 DD1813  NGVD 29 (03/21/89)   19.665  (m)           64.52   (f) ADJUSTED    1 2
 DD1813
 DD1813.Superseded values are not recommended for survey control.
 DD1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1813.See file dsdata.txt to determine how the superseded data were derived.
 DD1813
 DD1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT688580(NAD 83)
 DD1813_MARKER: DD = SURVEY DISK
 DD1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1813_SP_SET: CONCRETE POST
 DD1813_STAMPING: RM 1 026 - 088 1981
 DD1813_MARK LOGO: SCGS  
 DD1813_PROJECTION: RECESSED 3 CENTIMETERS
 DD1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1813+STABILITY: SURFACE MOTION
 DD1813
 DD1813  HISTORY     - Date     Condition        Report By
 DD1813  HISTORY     - 1981     MONUMENTED       SCGS
 DD1813  HISTORY     - 1986     GOOD             SCGS
 DD1813
 DD1813                          STATION DESCRIPTION
 DD1813
 DD1813'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1813'6.0 KM (3.7 MI) SSE FROM AYNOR.
 DD1813'6.6 KM (4.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 FROM THE JUNCTION OF
 DD1813'STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR AN IRON DRAIN IN THE
 DD1813'MEDIAN ACROSS THE ROAD FROM A CONVENIENCE STORE AND A FURNITURE OUTLET
 DD1813'COMPANY, 10.35 METERS (34.0 FT) WEST SOUTHWEST OF THE NORTHBOUND LANES
 DD1813'OF THE HIGHWAY, 7.95 METERS (26.1 FT) EAST NORTHEAST OF THE CENTER OF
 DD1813'THE SOUTHBOUND LANES OF THE HIGHWAY, 37.8 METERS (124.0 FT) SOUTH
 DD1813'SOUTHEAST OF THE CENTER OF A CROSSOVER ROAD, 25.35 METERS (83.2 FT)
 DD1813'SOUTH SOUTHEAST OF SURVEY MARK 026 088 SCGS, 18.7 METERS (61.4 FT)
 DD1813'SOUTH SOUTHEAST OF THE CENTER OF THE FOUR FOOT BY FOUR FOOT DRAIN.
 DD1813'THE MARK IS 28.1 METERS  SSE FROM  A WITNESS POST
 DD1813'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1902 ***********************************************************************
 DD1902  DESIGNATION -  026 089
 DD1902  PID         -  DD1902
 DD1902  STATE/COUNTY-  SC/HORRY
 DD1902  USGS QUAD   -  HAMMOND (1984)
 DD1902
 DD1902                         *CURRENT SURVEY CONTROL
 DD1902  ___________________________________________________________________
 DD1902* NAD 83(2001)-  33 58 38.38436(N)    078 51 20.24372(W)     ADJUSTED  
 DD1902* NAVD 88     -        14.186  (meters)      46.54   (feet)  ADJUSTED  
 DD1902  ___________________________________________________________________
 DD1902  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 DD1902  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD1902  DYNAMIC HT  -          14.172 (meters)      46.50  (feet)  COMP
 DD1902  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 DD1902
 DD1902  HORZ ORDER  -  SECOND
 DD1902  VERT ORDER  -  FIRST     CLASS II
 DD1902
 DD1902.The horizontal coordinates were established by classical geodetic methods
 DD1902.and adjusted by the National Geodetic Survey in March 2004..
 DD1902
 DD1902.The orthometric height was determined by differential leveling
 DD1902.and adjusted by the National Geodetic Survey in June 1991..
 DD1902
 DD1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1902
 DD1902.The geoid height was determined by GEOID03.
 DD1902
 DD1902.The dynamic height is computed by dividing the NAVD 88
 DD1902.geopotential number by the normal gravity value computed on the
 DD1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1902.degrees latitude (g = 980.6199 gals.).
 DD1902
 DD1902.The modeled gravity was interpolated from observed gravity values.
 DD1902
 DD1902;                    North         East     Units Scale Factor Converg.
 DD1902;SPC SC       -   239,816.146   807,708.148   MT  0.99980805   +1 11 19.8
 DD1902;SPC SC       -   786,798.38  2,649,961.12   iFT  0.99980805   +1 11 19.8
 DD1902;UTM  17      - 3,761,714.592   698,098.636   MT  1.00008378   +1 11 55.7
 DD1902
 DD1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1902!SPC SC       -   1.00000318  x   0.99980805  =   0.99981123
 DD1902!UTM  17      -   1.00000318  x   1.00008378  =   1.00008696
 DD1902
 DD1902|---------------------------------------------------------------------|
 DD1902| PID    Reference Object                     Distance      Geod. Az  |
 DD1902|                                                           dddmmss.s |
 DD1902| DD1903 026 089 RM 1                                       17702     |
 DD1902| DD1904 026 089 AZ MK                       APPROX. 0.5 KM 3541435.4 |
 DD1902|---------------------------------------------------------------------|
 DD1902
 DD1902                          SUPERSEDED SURVEY CONTROL
 DD1902
 DD1902  NAD 83(1986)-  33 58 38.39216(N)    078 51 20.24884(W) AD(       ) 2
 DD1902  NAD 27      -  33 58 37.77691(N)    078 51 21.16869(W) AD(       ) 2
 DD1902  NGVD 29 (03/21/89)   14.501  (m)           47.58   (f) ADJUSTED    1 2
 DD1902
 DD1902.Superseded values are not recommended for survey control.
 DD1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1902.See file dsdata.txt to determine how the superseded data were derived.
 DD1902
 DD1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9809961715(NAD 83)
 DD1902_MARKER: DD = SURVEY DISK
 DD1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1902_SP_SET: CONCRETE POST
 DD1902_STAMPING: HORZ 026 - 089 1981
 DD1902_MARK LOGO: SCGS  
 DD1902_PROJECTION: RECESSED 7 CENTIMETERS
 DD1902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1902+STABILITY: SURFACE MOTION
 DD1902
 DD1902  HISTORY     - Date     Condition        Report By
 DD1902  HISTORY     - 1981     MONUMENTED       SCGS
 DD1902  HISTORY     - 1986     GOOD             SCGS
 DD1902
 DD1902                          STATION DESCRIPTION
 DD1902
 DD1902'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MHH)
 DD1902'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF LORIS, ON THE EAST
 DD1902'SIDE OF STATE HIGHWAY 33 ON HIGHWAY RIGHT OF WAY IN FRONT OF MR.
 DD1902'KINGS RESIDENCE.
 DD1902'
 DD1902'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 701 AND STATE
 DD1902'HIGHWAY 9 IN LORIS, GO EAST ON HIGHWAY 9 FOR 0.2 MILE TO BRYANT
 DD1902'STREET ON THE RIGHT.  TURN RIGHT, SOUTHEAST, ON THE PAVED ROAD FOR
 DD1902'4.2 MILES TO A CROSSROAD IN THE DAISY COMMUNITY.  CONTINUE AHEAD FOR
 DD1902'0.25 MILE TO A CROSSROAD CONTINUE AHEAD FOR (0.95) TO AZIMUTH ON
 DD1902'THE RIGHT BY POWER POLE 10-176, STATION IS (0.35 MI) SSE ON S-26-31
 DD1902'A BRICK HOUSE AND STATION ON THE RIGHT BY NORTH DRIVEWAY
 DD1902'
 DD1902'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1902'---026-089 HORZ 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DD1902'30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.4 METERS W FROM
 DD1902'THE CENTER OF HIGHWAY,  6.1 METERS S FROM THE CENTER OF DRIVEWAY,
 DD1902'35.4 METERS N FROM THE CENTER OF DRIVEWAY,  6.1 METERS ESE FROM THE
 DD1902'CENTER OF BRICK POST WITH LAMP, AND 35.9 METERS E FROM THE NORTHEAST
 DD1902'CORNER OF BRICK HOUSE.
 DD1902'
 DD1902'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1902'DISK STAMPED---026-089 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD1902'CONCRETE MONUMENT  30 CM IN DIAMETER RECESSED 2 INCHES BELOW THE
 DD1902'GROUND LOCATED  8.5 METERS W FROM THE CENTER OF HIGHWAY, 10.7 METERS
 DD1902'S FROM THE CENTER OF DRIVEWAY,  2.7 METERS S FROM THE TELEPHONE
 DD1902'UNDERGROUND JUNCTION BOX, AND  4.9 METERS S FROM THE CENTER OF
 DD1902'EXTENDED SAND ROAD.
 DD1902'
 DD1902'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED
 DD1902'---026-089 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1902'MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND  SURFACE
 DD1902'LOCATED  1.6 METERS S FROM POWERLINE POLE NO. 10-176,  5.3 METERS W
 DD1902'FROM CENTER OF COUNTY ROAD, 16.3 METERS W FROM UNDERGROUND JUNCTION
 DD1902'BOX 28, AND  2.6 METERS S FROM THE EXTENDED CENTER OF SAND ROAD.
 DD1902'TO REACH THE AZIMUTH MARK FROM STATION GO 0.41
 DD1902'K (0.35 MI) NORTH-NORTHWEST TO THE MARK ON LEFT.
 DD1902
 DD1902                          STATION RECOVERY (1986)
 DD1902
 DD1902'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1902'9.3 KM (5.8 MI) SE FROM LORIS.
 DD1902'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1902'STREET) FROM  THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET)IN LORIS,
 DD1902'THENCE 9.25 KM (5.75 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT
 DD1902'STREET), SET IN THE SOUTHWEST ANGLE OF THE NORTH SAND DRIVE TO A ONE
 DD1902'STORY BRICK HOUSE, 1.8 KM (1.1 MI) SOUTH OF THE DAISY ELEMENTARY
 DD1902'SCHOOL, 41.1 METERS (134.8 FT) EAST NORTHEAST OF THE SOUTHEAST CORNER
 DD1902'OF THE HOUSE, 6.15 METERS (20.2 FT) WEST OF THE CENTER OF THE ROAD,
 DD1902'5.81 METERS (19.1 FT) EAST SOUTHEAST OF THE NORTHEAST CORNER OF A 3
 DD1902'FOOT HIGH BRICK PILLAR WITH A SECURITY LIGHT ATTACHED, 5.6 METERS
 DD1902'(18.4 FT) SOUTH OF THE CENTER OF THE DRIVE.
 DD1902'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1904 ***********************************************************************
 DD1904  DESIGNATION -  026 089 AZ MK
 DD1904  PID         -  DD1904
 DD1904  STATE/COUNTY-  SC/HORRY
 DD1904  USGS QUAD   -  HAMMOND (1984)
 DD1904
 DD1904                         *CURRENT SURVEY CONTROL
 DD1904  ___________________________________________________________________
 DD1904* NAD 83(2001)-  33 58 55.72193(N)    078 51 22.34189(W)     ADJUSTED  
 DD1904* NAVD 88     -        14.685  (meters)      48.18   (feet)  ADJUSTED  
 DD1904  ___________________________________________________________________
 DD1904  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 DD1904  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD1904  DYNAMIC HT  -          14.670 (meters)      48.13  (feet)  COMP
 DD1904  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 DD1904
 DD1904  HORZ ORDER  -  SECOND
 DD1904  VERT ORDER  -  FIRST     CLASS II
 DD1904
 DD1904.The horizontal coordinates were established by classical geodetic methods
 DD1904.and adjusted by the National Geodetic Survey in March 2004..
 DD1904
 DD1904.The orthometric height was determined by differential leveling
 DD1904.and adjusted by the National Geodetic Survey in June 1991..
 DD1904
 DD1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1904
 DD1904.The geoid height was determined by GEOID03.
 DD1904
 DD1904.The dynamic height is computed by dividing the NAVD 88
 DD1904.geopotential number by the normal gravity value computed on the
 DD1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1904.degrees latitude (g = 980.6199 gals.).
 DD1904
 DD1904.The modeled gravity was interpolated from observed gravity values.
 DD1904
 DD1904;                    North         East     Units Scale Factor Converg.
 DD1904;SPC SC       -   240,349.012   807,643.233   MT  0.99980850   +1 11 18.7
 DD1904;SPC SC       -   788,546.63  2,649,748.14   iFT  0.99980850   +1 11 18.7
 DD1904;UTM  17      - 3,762,247.593   698,033.610   MT  1.00008347   +1 11 55.1
 DD1904
 DD1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1904!SPC SC       -   1.00000310  x   0.99980850  =   0.99981160
 DD1904!UTM  17      -   1.00000310  x   1.00008347  =   1.00008657
 DD1904
 DD1904                          SUPERSEDED SURVEY CONTROL
 DD1904
 DD1904  NAD 83(1986)-  33 58 55.72972(N)    078 51 22.34705(W) AD(       ) 2
 DD1904  NAD 27      -  33 58 55.11497(N)    078 51 23.26581(W) AD(       ) 2
 DD1904  NGVD 29 (03/21/89)   15.001  (m)           49.22   (f) ADJUSTED    1 2
 DD1904
 DD1904.Superseded values are not recommended for survey control.
 DD1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1904.See file dsdata.txt to determine how the superseded data were derived.
 DD1904
 DD1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9803462248(NAD 83)
 DD1904_MARKER: DD = SURVEY DISK
 DD1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1904_SP_SET: CONCRETE POST
 DD1904_STAMPING: AZ MK 026 - 089 1981
 DD1904_MARK LOGO: SCGS  
 DD1904_PROJECTION: FLUSH
 DD1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1904+STABILITY: SURFACE MOTION
 DD1904
 DD1904  HISTORY     - Date     Condition        Report By
 DD1904  HISTORY     - 1981     MONUMENTED       MJH
 DD1904  HISTORY     - 1986     GOOD             SCGS
 DD1904
 DD1904                          STATION DESCRIPTION
 DD1904
 DD1904'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1904'8.7 KM (5.4 MI) SE FROM LORIS.
 DD1904'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1904'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1904'THENCE 8.7 KM (5.4 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT STREET),
 DD1904'SET NEAR A POWER POLE ACROSS THE ROAD FROM A SMALL BARN, 1.2 KM (0.75
 DD1904'MI) SOUTH OF THE DAISY ELEMENTARY SCHOOL, 19.7 METERS (64.6 FT) WEST
 DD1904'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 5.13 METERS (16.8 FT)
 DD1904'WEST OF THE CENTER OF THE ROAD, 1.58 METERS (5.2 FT) SOUTH OF THE
 DD1904'POWER POLE NUMBER 10/176, 16.57 METERS (54.4 FT) WEST NORTHWEST OF A
 DD1904'TELEPHONE JUNCTION BOX.
 DD1904'THE MARK IS 1.38 METERS  S FROM  A WITNESS POST
 DD1904'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1903 ***********************************************************************
 DD1903  DESIGNATION -  026 089 RM 1
 DD1903  PID         -  DD1903
 DD1903  STATE/COUNTY-  SC/HORRY
 DD1903  USGS QUAD   -  HAMMOND (1984)
 DD1903
 DD1903                         *CURRENT SURVEY CONTROL
 DD1903  ___________________________________________________________________
 DD1903* NAD 83(1986)-  33 58 38.     (N)    078 51 20.     (W)     SCALED    
 DD1903* NAVD 88     -        14.270  (meters)      46.82   (feet)  ADJUSTED  
 DD1903  ___________________________________________________________________
 DD1903  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD1903  DYNAMIC HT  -          14.256 (meters)      46.77  (feet)  COMP
 DD1903  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 DD1903
 DD1903  VERT ORDER  -  FIRST     CLASS II
 DD1903
 DD1903.The horizontal coordinates were scaled from a topographic map and have
 DD1903.an estimated accuracy of +/- 6 seconds.
 DD1903
 DD1903.The orthometric height was determined by differential leveling
 DD1903.and adjusted by the National Geodetic Survey in June 1991..
 DD1903
 DD1903.The geoid height was determined by GEOID03.
 DD1903
 DD1903.The dynamic height is computed by dividing the NAVD 88
 DD1903.geopotential number by the normal gravity value computed on the
 DD1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1903.degrees latitude (g = 980.6199 gals.).
 DD1903
 DD1903.The modeled gravity was interpolated from observed gravity values.
 DD1903
 DD1903;                    North         East    Units  Estimated Accuracy
 DD1903;SPC SC       -   239,800.      807,720.      MT  (+/- 180 meters Scaled)
 DD1903
 DD1903                          SUPERSEDED SURVEY CONTROL
 DD1903
 DD1903  NGVD 29 (03/21/89)   14.585  (m)           47.85   (f) ADJUSTED    1 2
 DD1903
 DD1903.Superseded values are not recommended for survey control.
 DD1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1903.See file dsdata.txt to determine how the superseded data were derived.
 DD1903
 DD1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT981617(NAD 83)
 DD1903_MARKER: DD = SURVEY DISK
 DD1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1903_SP_SET: CONCRETE POST
 DD1903_STAMPING: RM 1 026 - 089 1981
 DD1903_MARK LOGO: SCGS  
 DD1903_PROJECTION: RECESSED 7 CENTIMETERS
 DD1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1903+STABILITY: SURFACE MOTION
 DD1903
 DD1903  HISTORY     - Date     Condition        Report By
 DD1903  HISTORY     - 1981     MONUMENTED       SCGS
 DD1903  HISTORY     - 1986     GOOD             SCGS
 DD1903
 DD1903                          STATION DESCRIPTION
 DD1903
 DD1903'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1903'9.3 KM (5.75 MI) SE FROM LORIS.
 DD1903'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1903'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1903'THENCE 9.25 KM (5.75 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT
 DD1903'STREET), SET NEAR A TELEPHONE JUNCTION BOX IN THE SOUTHWEST ANGLE OF
 DD1903'THE SOUTH DRIVE TO A ONE STORY BRICK HOUSE, 1.8 KM (1.1 MI) SOUTH OF
 DD1903'THE DAISY ELEMENTARY SCHOOL, 42.43 METERS (139.2 FT) SOUTHEAST OF THE
 DD1903'SOUTHEAST CORNER OF THE HOUSE, 10.45 METERS (34.3 FT) SOUTH OF THE
 DD1903'CENTER OF THE DRIVE, 8.22 METERS (27.0 FT) WEST OF THE CENTER OF THE
 DD1903'ROAD, 2.63 METERS (8.6 FT) SOUTH SOUTHEAST OF THE JUNCTION BOX.
 DD1903'THE MARK IS 2.63 METERS  SSE FROM  A WITNESS POST
 DD1903'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2740 ***********************************************************************
 DD2740  DESIGNATION -  026 090
 DD2740  PID         -  DD2740
 DD2740  STATE/COUNTY-  SC/HORRY
 DD2740  USGS QUAD   -  SHELL (1984)
 DD2740
 DD2740                         *CURRENT SURVEY CONTROL
 DD2740  ___________________________________________________________________
 DD2740* NAD 83(2001)-  33 58 05.78235(N)    078 53 16.86456(W)     ADJUSTED  
 DD2740* NAVD 88     -        14.2    (meters)      47.     (feet)  VERTCON   
 DD2740  ___________________________________________________________________
 DD2740  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 DD2740  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD2740
 DD2740  HORZ ORDER  -  SECOND
 DD2740
 DD2740.The horizontal coordinates were established by classical geodetic methods
 DD2740.and adjusted by the National Geodetic Survey in March 2004..
 DD2740
 DD2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2740
 DD2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2740
 DD2740.The geoid height was determined by GEOID03.
 DD2740
 DD2740;                    North         East     Units Scale Factor Converg.
 DD2740;SPC SC       -   238,750.399   804,736.310   MT  0.99980722   +1 10 15.2
 DD2740;SPC SC       -   783,301.83  2,640,210.99   iFT  0.99980722   +1 10 15.2
 DD2740;UTM  17      - 3,760,648.053   695,126.180   MT  1.00006938   +1 10 49.5
 DD2740
 DD2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2740!SPC SC       -   1.00000316  x   0.99980722  =   0.99981038
 DD2740!UTM  17      -   1.00000316  x   1.00006938  =   1.00007254
 DD2740
 DD2740|---------------------------------------------------------------------|
 DD2740| PID    Reference Object                     Distance      Geod. Az  |
 DD2740|                                                           dddmmss.s |
 DD2740| DD3723 026 090 RM 1                         27.810 METERS 32612     |
 DD2740| DD2741 026 090 AZ MK                       497.261 METERS 3441320.4 |
 DD2740|---------------------------------------------------------------------|
 DD2740
 DD2740                          SUPERSEDED SURVEY CONTROL
 DD2740
 DD2740  NAD 83(1986)-  33 58 05.79026(N)    078 53 16.86963(W) AD(       ) 2
 DD2740  NAD 27      -  33 58 05.17548(N)    078 53 17.78001(W) AD(       ) 2
 DD2740  NGVD 29 (07/19/86)   14.5    (m)           48.     (f) VERT ANG       
 DD2740
 DD2740.Superseded values are not recommended for survey control.
 DD2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2740.See file dsdata.txt to determine how the superseded data were derived.
 DD2740
 DD2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9512660648(NAD 83)
 DD2740_MARKER: DD = SURVEY DISK
 DD2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2740
 DD2740  HISTORY     - Date     Condition        Report By
 DD2740  HISTORY     - 1982     MONUMENTED       SCGS
 DD2740
 DD2740                          STATION DESCRIPTION
 DD2740
 DD2740'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2740'THE STATION IS LOCATED APPROXIMATELY 9.7 KM (6 MI) SOUTH OF LORIS IN
 DD2740'THE FRONT YARD OF A WHITE FRAME BUILDING THAT
 DD2740'IS APPROXIMATELY 300 FEET NORTH OF THE BEVLAH BAPTIST CHURCH.  (EARL
 DD2740'TODD - CHAIRMAN OF DEACONS).
 DD2740'
 DD2740'TO REACH THE STATION FROM THE JUNCTION OF S-26-66 AND S-26-31 IN THE
 DD2740'SMALL COMMUNITY OF DAISY, GO SOUTHWEST ON S-26-66 FOR 3.8 KM (2.35
 DD2740'MI) TO A WHITE FRAME BUILDING ON THE RIGHT AND THE STATION IN THE
 DD2740'YARD.
 DD2740'
 DD2740'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2740'---026 090 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2740'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 30.8 METERS NNW FROM
 DD2740'UNDERGROUND CABLE JUNCTION BOX, 24.1 METERS WSW FROM CENTER LINE OF
 DD2740'COUNTY ROAD S-26-66, 19.5 METERS NE FROM CENTER OF A RED BRICK PUMP
 DD2740'HOUSE, 34.9 METERS E FROM THE SE CORNER OF A WHITE FRAMED HOUSE
 DD2740'BUILDING, AND 37.2 METERS SE FROM THE NE CORNER OF A WHITE FRAMED
 DD2740'HOUSE BUILDING.
 DD2740'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2740'DISK STAMPED---026 090 1981---SET INTO AN IRREGULAR MASS OF
 DD2740'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD2740'
 DD2740'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2740'DISK STAMPED---RM 1 026 090 1981---SET INTO THE TOP OF A ROUND
 DD2740'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2740'47.2 METERS WSW FROM CENTER LINE OF COUNTY ROAD S-26-66, 24.5 METERS
 DD2740'E FROM THE NE CORNER OF A WHITE FRAMED HOUSE BUILDING, 17.5
 DD2740'METERS NE FROM THE SOUTH CORNER OF A WHITE FRAMED HOUSE BUILDING,
 DD2740'AND 56.5 METERS NW FROM UNDERGROUND CABLE JUNCTION BOX.
 DD2740'
 DD2740'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2740'STAMPED---AZ MK 026 090 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2740'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.6 METERS
 DD2740'W FROM POWER POLE, 19.2 METERS SW FROM CENTER LINE OF COUNTY ROAD
 DD2740'568, AND 18.7 METERS SE FROM CENTER LINE OF DIRT DRIVE.
 DD2740'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NNE ON STATE HIGHWAY
 DD2740'66 FOR 0.4 KM (0.25 MI) TO A STATE HIGHWAY 568 ON LEFT.  TURN LEFT
 DD2740'AND GO WESTERLY FOR 0.3 KM (0.2 MI) TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2741 ***********************************************************************
 DD2741  DESIGNATION -  026 090 AZ MK
 DD2741  PID         -  DD2741
 DD2741  STATE/COUNTY-  SC/HORRY
 DD2741  USGS QUAD   -  SHELL (1984)
 DD2741
 DD2741                         *CURRENT SURVEY CONTROL
 DD2741  ___________________________________________________________________
 DD2741* NAD 83(2001)-  33 58 21.31301(N)    078 53 22.13157(W)     ADJUSTED  
 DD2741* NAVD 88     -        17.3    (meters)      57.     (feet)  VERTCON   
 DD2741  ___________________________________________________________________
 DD2741  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 DD2741  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DD2741
 DD2741  HORZ ORDER  -  SECOND
 DD2741
 DD2741.The horizontal coordinates were established by classical geodetic methods
 DD2741.and adjusted by the National Geodetic Survey in March 2004..
 DD2741
 DD2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2741
 DD2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2741
 DD2741.The geoid height was determined by GEOID03.
 DD2741
 DD2741;                    North         East     Units Scale Factor Converg.
 DD2741;SPC SC       -   239,225.971   804,591.380   MT  0.99980761   +1 10 12.3
 DD2741;SPC SC       -   784,862.11  2,639,735.50   iFT  0.99980761   +1 10 12.3
 DD2741;UTM  17      - 3,761,123.725   694,981.133   MT  1.00006868   +1 10 47.0
 DD2741
 DD2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2741!SPC SC       -   1.00000267  x   0.99980761  =   0.99981028
 DD2741!UTM  17      -   1.00000267  x   1.00006868  =   1.00007135
 DD2741
 DD2741                          SUPERSEDED SURVEY CONTROL
 DD2741
 DD2741  NAD 83(1986)-  33 58 21.32091(N)    078 53 22.13669(W) AD(       ) 2
 DD2741  NAD 27      -  33 58 20.70670(N)    078 53 23.04606(W) AD(       ) 2
 DD2741  NGVD 29 (07/19/86)   17.6    (m)           58.     (f) VERT ANG       
 DD2741
 DD2741.Superseded values are not recommended for survey control.
 DD2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2741.See file dsdata.txt to determine how the superseded data were derived.
 DD2741
 DD2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9498161124(NAD 83)
 DD2741_MARKER: DD = SURVEY DISK
 DD2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2741_SP_SET: CONCRETE POST
 DD2741_STAMPING: AZ MK 026 090 1981
 DD2741_MARK LOGO: SCGS  
 DD2741_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2741+STABILITY: SURFACE MOTION
 DD2741
 DD2741  HISTORY     - Date     Condition        Report By
 DD2741  HISTORY     - 1981     MONUMENTED       SCGS
 DD2741  HISTORY     - 19930920 GOOD             SCGS
 DD2741
 DD2741                          STATION DESCRIPTION
 DD2741
 DD2741'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2741'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTH OF LORIS.
 DD2741'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD2741'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD2741'JUNCTION OF STATE HIGHWAYS 905 AND 9 IN LONGS, GO SOUTHWEST ON
 DD2741'HIGHWAY 905 FOR 7.2 MILES (11.6 KM) TO THE JUNCTION OF STATE ROAD 31,
 DD2741'TURN RIGHT ON ROAD 31 FOR 6.9 MILES (11.1 KM) TO THE JUNCTION OF
 DD2741'STATE ROAD 66 IN DAISY, TURN LEFT ON ROAD 66 FOR 2.1 MILES (3.4 KM)
 DD2741'TO THE JUNCTION OF STATE ROAD 568, TURN RIGHT ON ROAD 568 FOR 0.2 MILE
 DD2741'(0.3 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A
 DD2741'CONCRETE POST FLUSH WITH THE GROUND, 0.6 METER (2.0 FT) WEST OF THE
 DD2741'POWER POLE, 19.2 METERS (63.0 FT) SOUTHWEST OF THE CENTER OF THE
 DD2741'ROAD, 18.7 METERS (61.4 FT) SOUTHEAST OF THE CENTER OF A DIRT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2376 ***********************************************************************
 DD2376  DESIGNATION -  026 091
 DD2376  PID         -  DD2376
 DD2376  STATE/COUNTY-  SC/HORRY
 DD2376  USGS QUAD   -  DONGOLA (1980)
 DD2376
 DD2376                         *CURRENT SURVEY CONTROL
 DD2376  ___________________________________________________________________
 DD2376* NAD 83(2001)-  33 46 33.97895(N)    079 07 41.36458(W)     ADJUSTED  
 DD2376* NAVD 88     -        16.301  (meters)      53.48   (feet)  ADJUSTED  
 DD2376  ___________________________________________________________________
 DD2376  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DD2376  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DD2376  DYNAMIC HT  -          16.284 (meters)      53.43  (feet)  COMP
 DD2376  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 DD2376
 DD2376  HORZ ORDER  -  SECOND
 DD2376  VERT ORDER  -  FIRST     CLASS II
 DD2376
 DD2376.The horizontal coordinates were established by classical geodetic methods
 DD2376.and adjusted by the National Geodetic Survey in March 2004..
 DD2376
 DD2376.The orthometric height was determined by differential leveling
 DD2376.and adjusted by the National Geodetic Survey in June 1991..
 DD2376
 DD2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2376
 DD2376.The geoid height was determined by GEOID03.
 DD2376
 DD2376.The dynamic height is computed by dividing the NAVD 88
 DD2376.geopotential number by the normal gravity value computed on the
 DD2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2376.degrees latitude (g = 980.6199 gals.).
 DD2376
 DD2376.The modeled gravity was interpolated from observed gravity values.
 DD2376
 DD2376;                    North         East     Units Scale Factor Converg.
 DD2376;SPC SC       -   217,015.258   782,937.256   MT  0.99979538   +1 02 15.9
 DD2376;SPC SC       -   711,992.32  2,568,691.78   iFT  0.99979538   +1 02 15.9
 DD2376;UTM  17      - 3,738,905.789   673,324.727   MT  0.99997036   +1 02 27.3
 DD2376
 DD2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2376!SPC SC       -   1.00000279  x   0.99979538  =   0.99979817
 DD2376!UTM  17      -   1.00000279  x   0.99997036  =   0.99997315
 DD2376
 DD2376:                Primary Azimuth Mark                     Grid Az
 DD2376:SPC SC       -  026 091 AZ MK                            213 49 09.2
 DD2376:UTM  17      -  026 091 AZ MK                            213 48 57.8
 DD2376
 DD2376|---------------------------------------------------------------------|
 DD2376| PID    Reference Object                     Distance      Geod. Az  |
 DD2376|                                                           dddmmss.s |
 DD2376| DD2375 026 091 AZ MK                       APPROX. 0.6 KM 2145125.1 |
 DD2376| DD2377 026 091 RM 1                         25.632 METERS 21522     |
 DD2376|---------------------------------------------------------------------|
 DD2376
 DD2376                          SUPERSEDED SURVEY CONTROL
 DD2376
 DD2376  NAD 83(1986)-  33 46 33.98650(N)    079 07 41.36853(W) AD(       ) 2
 DD2376  NAD 27      -  33 46 33.37206(N)    079 07 42.22551(W) AD(       ) 2
 DD2376  NGVD 29 (03/21/89)   16.605  (m)           54.48   (f) ADJUSTED    1 2
 DD2376
 DD2376.Superseded values are not recommended for survey control.
 DD2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2376.See file dsdata.txt to determine how the superseded data were derived.
 DD2376
 DD2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7332538906(NAD 83)
 DD2376_MARKER: DD = SURVEY DISK
 DD2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2376_SP_SET: CONCRETE POST
 DD2376_STAMPING: HORZ 026 - 091 1981
 DD2376_MARK LOGO: SCGS  
 DD2376_PROJECTION: RECESSED 5 CENTIMETERS
 DD2376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2376+STABILITY: SURFACE MOTION
 DD2376
 DD2376  HISTORY     - Date     Condition        Report By
 DD2376  HISTORY     - 1981     MONUMENTED       SCGS
 DD2376  HISTORY     - 1986     GOOD             SCGS
 DD2376
 DD2376                          STATION DESCRIPTION
 DD2376
 DD2376'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2376'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHWEST OF CONWAY,
 DD2376'ABOUT 3.2 KM (3.2 MI) WEST OF U.S. HIGHWAY 701 ON THE WEST OF HIGHWAY
 DD2376'S-26-109 ON THE HIGHWAY RIGHT-OF-WAY.  FOR INFORMATION CONTACT MR.
 DD2376'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD2376'S.C. 29202.  TELEPHONE (803) 758-3414.
 DD2376'
 DD2376'TO REACH THE STATION FROM JUNCTION (AT OVERPASS) OF U.S. HIGHWAYS
 DD2376'501, 701, AND 378 IN CONWAY, GO SOUTHWEST ON 701 FOR 2.6 KM (1.65 MI)
 DD2376'TO THE CONWAY NURSING HOME ON RIGHT, CONTINUE SOUTHWEST ON HIGHWAY
 DD2376'701 FOR 1.9 KM (1.2 MI) TO CROSSROADS AT ROWES STORE ON LEFT, TURN
 DD2376'RIGHT, GO WESTERLY ON HIGHWAY S-26-110 FOR 3.5 KM (2.2 MI) TO
 DD2376'CROSSROADS, TURN LEFT, GO LEFT, GO SOUTHWESTERLY ON HIGHWAY S-26-109
 DD2376'FOR 0.1 KM (0.1 MI) TO STATION PHONE AND TELEPHONE BUILDING ON LEFT.
 DD2376'CONTINUE SOUTHWESTERLY ON HIGHWAY S-26-109 FOR 6.4 KM (0.4 MI) TO
 DD2376'STATION ON RIGHT.
 DD2376'
 DD2376'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2376'---026 091 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2376'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.6 METERS NW FROM THE
 DD2376'CENTER OF COUNTY HIGHWAY S-26-109,  0.7 METERS E FROM THE WITNESS
 DD2376'POST, AND  0.8 METERS SW FROM A 12 INCH PINE TREE.
 DD2376'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2376'DISK STAMPED---026 091 1981---SET INTO AN IRREGULAR MASS OF
 DD2376'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2376'
 DD2376'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2376'DISK STAMPED---026 091 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD2376'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 2 INCHES BELOW THE
 DD2376'GROUND LOCATED  9.1 METERS NW FROM THE CENTER OF COUNTY ROAD
 DD2376'S-26-109,  0.5 METERS SE FROM THE WITNESS POST, AND  1.1 METERS E
 DD2376'FROM AN 8 INCH PINE TREE.
 DD2376'
 DD2376'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2376'STAMPED---026-091 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2376'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.8 METERS
 DD2376'SE FROM THE CENTER OF ROAD,  1.2 METERS NE FROM THE POWER LINE POLE
 DD2376'NO 19N6, 16.6 METERS NE FROM THE NORTHEAST END OF CONCRETE CULVERT,
 DD2376'AND  3.6 METERS NW FROM THE POWER LINE POLE GUY WIRE.
 DD2376'TO REACH THE AZIMUTH MARK FROM TO REACH THE AZIMUTH FROM THE STATION,
 DD2376'GO SOUTHWESTERLY ON COUNTY ROAD S-26-109 FOR 0.5 KM (0.3 MI) TO MARK
 DD2376'ON LEFT, ACROSS FROM THE GREENWOOD BAPTIST CHURCH.
 DD2376
 DD2376                          STATION RECOVERY (1986)
 DD2376
 DD2376'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2376'9.7 KM (6.0 MI) SW FROM CONWAY.
 DD2376'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2376'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2376'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2376'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2376'HIGHWAY 701, THENCE 3.55 KM (2.2 MI) SOUTHWESTERLY AND WEST ALONG
 DD2376'STATE ROAD 110, THENCE 2.35 KM (1.45 MI) SOUTHWEST ALONG STATE ROAD
 DD2376'109, SET AT THE TREE LINE, 9.7 METERS (31.8 FT) NORTHWEST OF THE
 DD2376'CENTER OF THE ROAD, 0.74 METER (2.4 FT) EAST-SOUTHEAST OF A METAL
 DD2376'POST, 25.65 METERS (84.2 FT) NORTHEAST OF SURVEY MARK 026 091 RM 1
 DD2376'SCGS, 46.8 METERS (153.5 FT) WEST-SOUTHWEST OF A TELEPHONE JUNCTION
 DD2376'BOX POST 128/14A.
 DD2376'THE MARK IS 0.65 METERS  SE FROM  A WITNESS POST
 DD2376'THE MARK IS 0.30 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2375 ***********************************************************************
 DD2375  DESIGNATION -  026 091 AZ MK
 DD2375  PID         -  DD2375
 DD2375  STATE/COUNTY-  SC/HORRY
 DD2375  USGS QUAD   -  DONGOLA (1980)
 DD2375
 DD2375                         *CURRENT SURVEY CONTROL
 DD2375  ___________________________________________________________________
 DD2375* NAD 83(2001)-  33 46 17.14995(N)    079 07 55.39964(W)     ADJUSTED  
 DD2375* NAVD 88     -        16.151  (meters)      52.99   (feet)  ADJUSTED  
 DD2375  ___________________________________________________________________
 DD2375  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 DD2375  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DD2375  DYNAMIC HT  -          16.134 (meters)      52.93  (feet)  COMP
 DD2375  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 DD2375
 DD2375  HORZ ORDER  -  SECOND
 DD2375  VERT ORDER  -  FIRST     CLASS II
 DD2375
 DD2375.The horizontal coordinates were established by classical geodetic methods
 DD2375.and adjusted by the National Geodetic Survey in March 2004..
 DD2375
 DD2375.The orthometric height was determined by differential leveling
 DD2375.and adjusted by the National Geodetic Survey in June 1991..
 DD2375
 DD2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2375
 DD2375.The geoid height was determined by GEOID03.
 DD2375
 DD2375.The dynamic height is computed by dividing the NAVD 88
 DD2375.geopotential number by the normal gravity value computed on the
 DD2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2375.degrees latitude (g = 980.6199 gals.).
 DD2375
 DD2375.The modeled gravity was interpolated from observed gravity values.
 DD2375
 DD2375;                    North         East     Units Scale Factor Converg.
 DD2375;SPC SC       -   216,490.404   782,585.642   MT  0.99979524   +1 02 08.1
 DD2375;SPC SC       -   710,270.35  2,567,538.20   iFT  0.99979524   +1 02 08.1
 DD2375;UTM  17      - 3,738,380.825   672,973.080   MT  0.99996886   +1 02 19.0
 DD2375
 DD2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2375!SPC SC       -   1.00000281  x   0.99979524  =   0.99979805
 DD2375!UTM  17      -   1.00000281  x   0.99996886  =   0.99997167
 DD2375
 DD2375                          SUPERSEDED SURVEY CONTROL
 DD2375
 DD2375  NAD 83(1986)-  33 46 17.15749(N)    079 07 55.40356(W) AD(       ) 2
 DD2375  NAD 27      -  33 46 16.54275(N)    079 07 56.26031(W) AD(       ) 2
 DD2375  NGVD 29 (03/21/89)   16.455  (m)           53.99   (f) ADJUSTED    1 2
 DD2375
 DD2375.Superseded values are not recommended for survey control.
 DD2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2375.See file dsdata.txt to determine how the superseded data were derived.
 DD2375
 DD2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7297338381(NAD 83)
 DD2375_MARKER: DD = SURVEY DISK
 DD2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2375_SP_SET: CONCRETE POST
 DD2375_STAMPING: AZ MK 026 - 091 1981
 DD2375_MARK LOGO: SCGS  
 DD2375_PROJECTION: RECESSED 2 CENTIMETERS
 DD2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2375+STABILITY: SURFACE MOTION
 DD2375
 DD2375  HISTORY     - Date     Condition        Report By
 DD2375  HISTORY     - 1981     MONUMENTED       MJH
 DD2375  HISTORY     - 1986     GOOD             SCGS
 DD2375
 DD2375                          STATION DESCRIPTION
 DD2375
 DD2375'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2375'10.3 KM (6.4 MI) SW FROM CONWAY.
 DD2375'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2375'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2375'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2375'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2375'HIGHWAY 701, THENCE 3.55 KM (2.2 MI) SOUTHWESTERLY AND WEST ALONG
 DD2375'STATE ROAD 110, THENCE 3.0 KM (1.85 MI) SOUTHWEST ALONG STATE ROAD
 DD2375'109, SET NEAR A POWER POLE SOUTH AND ACROSS THE ROAD FROM THE
 DD2375'GREENWOOD BAPTIST CHURCH, 1.35 METERS (4.4 FT) EAST-NORTHEAST OF THE
 DD2375'POWER POLE I9N/6 WITH TRANSFORMER AND A GUY WIRE, 9.85 METERS (32.3
 DD2375'FT) SOUTHEAST OF THE CENTER OF THE ROAD, 55.15 METERS (180.9 FT)
 DD2375'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE CHURCH, 16.55 METERS (54.3
 DD2375'FT) NORTHEAST OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT BENEATH
 DD2375'A DIM WOODS ROAD LEADING SOUTH.
 DD2375'THE MARK IS 1.45 METERS  ENE FROM  A WITNESS POST
 DD2375'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2377 ***********************************************************************
 DD2377  DESIGNATION -  026 091 RM 1
 DD2377  PID         -  DD2377
 DD2377  STATE/COUNTY-  SC/HORRY
 DD2377  USGS QUAD   -  DONGOLA (1980)
 DD2377
 DD2377                         *CURRENT SURVEY CONTROL
 DD2377  ___________________________________________________________________
 DD2377* NAD 83(1986)-  33 46 34.     (N)    079 07 41.     (W)     SCALED    
 DD2377* NAVD 88     -        16.233  (meters)      53.26   (feet)  ADJUSTED  
 DD2377  ___________________________________________________________________
 DD2377  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DD2377  DYNAMIC HT  -          16.217 (meters)      53.21  (feet)  COMP
 DD2377  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 DD2377
 DD2377  VERT ORDER  -  FIRST     CLASS II
 DD2377
 DD2377.The horizontal coordinates were scaled from a topographic map and have
 DD2377.an estimated accuracy of +/- 6 seconds.
 DD2377
 DD2377.The orthometric height was determined by differential leveling
 DD2377.and adjusted by the National Geodetic Survey in June 1991..
 DD2377
 DD2377.The geoid height was determined by GEOID03.
 DD2377
 DD2377.The dynamic height is computed by dividing the NAVD 88
 DD2377.geopotential number by the normal gravity value computed on the
 DD2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2377.degrees latitude (g = 980.6199 gals.).
 DD2377
 DD2377.The modeled gravity was interpolated from observed gravity values.
 DD2377
 DD2377;                    North         East    Units  Estimated Accuracy
 DD2377;SPC SC       -   217,020.      782,950.      MT  (+/- 180 meters Scaled)
 DD2377
 DD2377                          SUPERSEDED SURVEY CONTROL
 DD2377
 DD2377  NGVD 29 (03/21/89)   16.538  (m)           54.26   (f) ADJUSTED    1 2
 DD2377
 DD2377.Superseded values are not recommended for survey control.
 DD2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2377.See file dsdata.txt to determine how the superseded data were derived.
 DD2377
 DD2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT733389(NAD 83)
 DD2377_MARKER: DD = SURVEY DISK
 DD2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2377_SP_SET: CONCRETE POST
 DD2377_STAMPING: RM 1 026 - 091 1981
 DD2377_MARK LOGO: SCGS  
 DD2377_PROJECTION: RECESSED 10 CENTIMETERS
 DD2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2377+STABILITY: SURFACE MOTION
 DD2377
 DD2377  HISTORY     - Date     Condition        Report By
 DD2377  HISTORY     - 1981     MONUMENTED       SCGS
 DD2377  HISTORY     - 1986     GOOD             SCGS
 DD2377
 DD2377                          STATION DESCRIPTION
 DD2377
 DD2377'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2377'9.7 KM (6.0 MI) SW FROM CONWAY.
 DD2377'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2377'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2377'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2377'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2377'HIGHWAY 701, THENCE 3.55 KM (2.2 MI) SOUTHWESTERLY AND WEST ALONG
 DD2377'STATE ROAD 110, THENCE 2.35 KM (1.45 MI) SOUTHWEST ALONG STATE ROAD
 DD2377'109, SET AT THE TREE LINE, 9.05 METERS (29.7 FT) NORTHWEST OF THE
 DD2377'CENTER OF THE ROAD, 25.65 METERS (84.2 FT) SOUTHWEST OF SURVEY MARK
 DD2377'026 091 SCGS, 1.0 METER (3.3 FT) EAST-SOUTHEAST OF A 6-INCH OAK TREE.
 DD2377'THE MARK IS 0.85 METERS  SE FROM  A WITNESS POST
 DD2377'THE MARK IS 0.20 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2338 ***********************************************************************
 DD2338  DESIGNATION -  026 092
 DD2338  PID         -  DD2338
 DD2338  STATE/COUNTY-  SC/HORRY
 DD2338  USGS QUAD   -  DONGOLA (1980)
 DD2338
 DD2338                         *CURRENT SURVEY CONTROL
 DD2338  ___________________________________________________________________
 DD2338* NAD 83(2001)-  33 50 03.15452(N)    079 13 10.36804(W)     ADJUSTED  
 DD2338* NAVD 88     -        11.358  (meters)      37.26   (feet)  ADJUSTED  
 DD2338  ___________________________________________________________________
 DD2338  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 DD2338  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DD2338  DYNAMIC HT  -          11.346 (meters)      37.22  (feet)  COMP
 DD2338  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 DD2338
 DD2338  HORZ ORDER  -  SECOND
 DD2338  VERT ORDER  -  FIRST     CLASS II
 DD2338
 DD2338.The horizontal coordinates were established by classical geodetic methods
 DD2338.and adjusted by the National Geodetic Survey in March 2004..
 DD2338
 DD2338.The orthometric height was determined by differential leveling
 DD2338.and adjusted by the National Geodetic Survey in June 1991..
 DD2338
 DD2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2338
 DD2338.The geoid height was determined by GEOID03.
 DD2338
 DD2338.The dynamic height is computed by dividing the NAVD 88
 DD2338.geopotential number by the normal gravity value computed on the
 DD2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2338.degrees latitude (g = 980.6199 gals.).
 DD2338
 DD2338.The modeled gravity was interpolated from observed gravity values.
 DD2338
 DD2338;                    North         East     Units Scale Factor Converg.
 DD2338;SPC SC       -   223,308.316   774,364.188   MT  0.99979778   +0 59 13.5
 DD2338;SPC SC       -   732,638.83  2,540,564.92   iFT  0.99979778   +0 59 13.5
 DD2338;UTM  17      - 3,745,199.255   664,749.901   MT  0.99993461   +0 59 29.6
 DD2338
 DD2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2338!SPC SC       -   1.00000352  x   0.99979778  =   0.99980130
 DD2338!UTM  17      -   1.00000352  x   0.99993461  =   0.99993813
 DD2338
 DD2338:                Primary Azimuth Mark                     Grid Az
 DD2338:SPC SC       -  026 092 AZ MK                            148 26 36.8
 DD2338:UTM  17      -  026 092 AZ MK                            148 26 20.7
 DD2338
 DD2338|---------------------------------------------------------------------|
 DD2338| PID    Reference Object                     Distance      Geod. Az  |
 DD2338|                                                           dddmmss.s |
 DD2338| DD2371 026 092 AZ MK                       414.959 METERS 1492550.3 |
 DD2338| DD2339 026 092 RM 1                         22.711 METERS 26744     |
 DD2338|---------------------------------------------------------------------|
 DD2338
 DD2338                          SUPERSEDED SURVEY CONTROL
 DD2338
 DD2338  NAD 83(1986)-  33 50 03.16059(N)    079 13 10.37337(W) AD(       ) 2
 DD2338  NAD 27      -  33 50 02.55670(N)    079 13 11.21570(W) AD(       ) 2
 DD2338  NGVD 29 (03/21/89)   11.663  (m)           38.26   (f) ADJUSTED    1 2
 DD2338
 DD2338.Superseded values are not recommended for survey control.
 DD2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2338.See file dsdata.txt to determine how the superseded data were derived.
 DD2338
 DD2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6475045199(NAD 83)
 DD2338_MARKER: DD = SURVEY DISK
 DD2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2338_SP_SET: CONCRETE POST
 DD2338_STAMPING: HORZ 026 - 092 1981
 DD2338_MARK LOGO: SCGS  
 DD2338_PROJECTION: FLUSH
 DD2338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2338+STABILITY: SURFACE MOTION
 DD2338
 DD2338  HISTORY     - Date     Condition        Report By
 DD2338  HISTORY     - 1981     MONUMENTED       SCGS
 DD2338  HISTORY     - 1986     GOOD             SCGS
 DD2338
 DD2338                          STATION DESCRIPTION
 DD2338
 DD2338'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2338'THE STATION IS LOCATED 0.4 MI SOUTH OF THE PEE DEE CROSS ROAD
 DD2338'(S-26-24 AND US 378)
 DD2338'
 DD2338'TO REACH FROM THE LITTLE PEE DEE RIVER BRIDGE AT US 378 GO NE ON
 DD2338'378 FOR 1.8 MILES TO S-26-24  TURN RIGHT GO 0.4 MI TO STATION
 DD2338'ON THE RIGHT.
 DD2338'
 DD2338'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2338'---026 092 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2338'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.15 METERS NE FROM THE
 DD2338'THE CENTER OF THE ROAD,  9.08 METERS SE FROM A HIGHWAY CURVE SIGN,
 DD2338'3.81 METERS WNW FROM THE WEST ONE OF A PAIR OF 16 INCH PINE
 DD2338'TREES, AND 54.0 METERS N FROM THE AND ACROSS THE ROAD FROM A POWER
 DD2338'POLE.
 DD2338'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2338'DISK STAMPED---026 092 1981---IMBEDDED IN THE GROUND 1.1 METERS
 DD2338'BELOW THE SURFACE.
 DD2338'
 DD2338'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2338'DISK STAMPED---026 092 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2338'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 8 CM BELOW THE GROUND
 DD2338'LOCATED  8.23 METERS SW FROM THE CENTER OF THE ROAD, 51.5 FEET
 DD2338'WSW FROM A HIGHWAY CURVE SIGN, AND 64.0 METERS NNW FROM A POWER POLE.
 DD2338'
 DD2338'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2338'STAMPED---026 092 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2338'MONUMENT 30 CM IN DIAMETER RECESSED 2.5 CM BELOW THE GROUND LOCATED
 DD2338'7.7 METERS WSW FROM THE CENTER OF THE ROAD, 50.3 METERS S FROM A
 DD2338'TELEPHONE JUNCTION BOX,  2.1 METERS ENE FROM A POWER POLE WITH A
 DD2338'TRANSFORMER, AND 42.7 METERS E FROM THE CENTER OF A DIRT DRIVEWAY.
 DD2338'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST ALONG
 DD2338'S-26-24 FOR 0.40 KM (0.25 MI) TO THE MARK ON THE RIGHT, OPPOSITE AND
 DD2338'SOUTHWEST OF A MOBILE HOME.
 DD2338
 DD2338                          STATION RECOVERY (1986)
 DD2338
 DD2338'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2338'18.2 KM (11.3 MI) SOUTH FROM AYNOR.
 DD2338'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2338'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2338'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2338'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2338'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2338'CROSSROADS), CONTINUE 0.55 KM (0.35 MI) SOUTHERLY ALONG ROAD 24, SET
 DD2338'NEAR THE WEST CORNER OF A WOODED AREA, 9.1 METERS (29.9 FT) NORTHEAST
 DD2338'OF THE CENTER OF THE ROAD, 9.03 METERS (29.6 FT) SOUTHEAST OF A ROAD
 DD2338'CURVE SIGN POST, 3.95 METERS (13.0 FT) WEST-NORTHWEST OF THE WEST ONE
 DD2338'OF TWO 18 INCH PINE TREES NEAR THE WEST CORNER OF THE WOODS, 28.44
 DD2338'METERS (93.3 FT) SOUTHEAST OF A 22-INCH SWEETGUM TREE.
 DD2338'THE MARK IS 0.62 METERS  SW FROM  A WITNESS POST
 DD2338'THE MARK IS 0.30 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2371 ***********************************************************************
 DD2371  DESIGNATION -  026 092 AZ MK
 DD2371  PID         -  DD2371
 DD2371  STATE/COUNTY-  SC/HORRY
 DD2371  USGS QUAD   -  DONGOLA (1980)
 DD2371
 DD2371                         *CURRENT SURVEY CONTROL
 DD2371  ___________________________________________________________________
 DD2371* NAD 83(2001)-  33 49 51.55837(N)    079 13 02.16055(W)     ADJUSTED  
 DD2371* NAVD 88     -        12.954  (meters)      42.50   (feet)  ADJUSTED  
 DD2371  ___________________________________________________________________
 DD2371  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DD2371  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DD2371  DYNAMIC HT  -          12.941 (meters)      42.46  (feet)  COMP
 DD2371  MODELED GRAV-     979,624.4   (mgal)                       NAVD 88
 DD2371
 DD2371  HORZ ORDER  -  SECOND
 DD2371  VERT ORDER  -  FIRST     CLASS II
 DD2371
 DD2371.The horizontal coordinates were established by classical geodetic methods
 DD2371.and adjusted by the National Geodetic Survey in March 2004..
 DD2371
 DD2371.The orthometric height was determined by differential leveling
 DD2371.and adjusted by the National Geodetic Survey in June 1991..
 DD2371
 DD2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2371
 DD2371.The geoid height was determined by GEOID03.
 DD2371
 DD2371.The dynamic height is computed by dividing the NAVD 88
 DD2371.geopotential number by the normal gravity value computed on the
 DD2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2371.degrees latitude (g = 980.6199 gals.).
 DD2371
 DD2371.The modeled gravity was interpolated from observed gravity values.
 DD2371
 DD2371;                    North         East     Units Scale Factor Converg.
 DD2371;SPC SC       -   222,954.790   774,581.308   MT  0.99979762   +0 59 18.0
 DD2371;SPC SC       -   731,478.97  2,541,277.26   iFT  0.99979762   +0 59 18.0
 DD2371;UTM  17      - 3,744,845.697   664,967.079   MT  0.99993550   +0 59 33.9
 DD2371
 DD2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2371!SPC SC       -   1.00000327  x   0.99979762  =   0.99980089
 DD2371!UTM  17      -   1.00000327  x   0.99993550  =   0.99993877
 DD2371
 DD2371|---------------------------------------------------------------------|
 DD2371| PID    Reference Object                     Distance      Geod. Az  |
 DD2371|                                                           dddmmss.s |
 DD2371| DD2767 PT 1 K                              235.920 METERS 14634     |
 DD2371| DD2338 026 092                             414.959 METERS 3292554.9 |
 DD2371|---------------------------------------------------------------------|
 DD2371
 DD2371                          SUPERSEDED SURVEY CONTROL
 DD2371
 DD2371  NAD 83(1986)-  33 49 51.56453(N)    079 13 02.16573(W) AD(       ) 2
 DD2371  NAD 27      -  33 49 50.95911(N)    079 13 03.00735(W) AD(       ) 2
 DD2371  NGVD 29 (03/21/89)   13.259  (m)           43.50   (f) ADJUSTED    1 2
 DD2371
 DD2371.Superseded values are not recommended for survey control.
 DD2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2371.See file dsdata.txt to determine how the superseded data were derived.
 DD2371
 DD2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6496744846(NAD 83)
 DD2371_MARKER: DD = SURVEY DISK
 DD2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2371_SP_SET: CONCRETE POST
 DD2371_STAMPING: AZ MK 026 - 092 1981
 DD2371_MARK LOGO: SCGS  
 DD2371_PROJECTION: FLUSH
 DD2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2371+STABILITY: SURFACE MOTION
 DD2371
 DD2371  HISTORY     - Date     Condition        Report By
 DD2371  HISTORY     - 1981     MONUMENTED       MJH
 DD2371  HISTORY     - 1986     GOOD             SCGS
 DD2371
 DD2371                          STATION DESCRIPTION
 DD2371
 DD2371'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2371'18.5 KM (11.5 MI) SOUTH FROM AYNOR.
 DD2371'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2371'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2371'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2371'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2371'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2371'CROSSROADS), CONTINUE 0.95 KM (0.6 MI) SOUTHERLY ALONG ROAD 24, SET
 DD2371'NEAR A POWER POLE WITH A TRANSFORMER, 7.7 METERS (25.3 FT) SOUTHWEST
 DD2371'OF THE CENTER OF THE ROAD, 2.2 METERS (7.2 FT) NORTHEAST OF THE POWER
 DD2371'POLE, 32.85 METERS (107.8 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF
 DD2371'A BRICK MOBILE HOME PORCH FOUNDATION, 18.3 METERS (60.0 FT) WEST OF A
 DD2371'12-INCH WATER OAK TREE.
 DD2371'THE MARK IS 0.22 METERS  NE FROM  A WITNESS POST
 DD2371'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2339 ***********************************************************************
 DD2339  DESIGNATION -  026 092 RM 1
 DD2339  PID         -  DD2339
 DD2339  STATE/COUNTY-  SC/HORRY
 DD2339  USGS QUAD   -  DONGOLA (1980)
 DD2339
 DD2339                         *CURRENT SURVEY CONTROL
 DD2339  ___________________________________________________________________
 DD2339* NAD 83(1986)-  33 50 04.     (N)    079 13 10.     (W)     SCALED    
 DD2339* NAVD 88     -        11.357  (meters)      37.26   (feet)  ADJUSTED  
 DD2339  ___________________________________________________________________
 DD2339  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DD2339  DYNAMIC HT  -          11.345 (meters)      37.22  (feet)  COMP
 DD2339  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 DD2339
 DD2339  VERT ORDER  -  FIRST     CLASS II
 DD2339
 DD2339.The horizontal coordinates were scaled from a topographic map and have
 DD2339.an estimated accuracy of +/- 6 seconds.
 DD2339
 DD2339.The orthometric height was determined by differential leveling
 DD2339.and adjusted by the National Geodetic Survey in June 1991..
 DD2339
 DD2339.The geoid height was determined by GEOID03.
 DD2339
 DD2339.The dynamic height is computed by dividing the NAVD 88
 DD2339.geopotential number by the normal gravity value computed on the
 DD2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2339.degrees latitude (g = 980.6199 gals.).
 DD2339
 DD2339.The modeled gravity was interpolated from observed gravity values.
 DD2339
 DD2339;                    North         East    Units  Estimated Accuracy
 DD2339;SPC SC       -   223,340.      774,370.      MT  (+/- 180 meters Scaled)
 DD2339
 DD2339                          SUPERSEDED SURVEY CONTROL
 DD2339
 DD2339  NGVD 29 (03/21/89)   11.662  (m)           38.26   (f) ADJUSTED    1 2
 DD2339
 DD2339.Superseded values are not recommended for survey control.
 DD2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2339.See file dsdata.txt to determine how the superseded data were derived.
 DD2339
 DD2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT647452(NAD 83)
 DD2339_MARKER: DD = SURVEY DISK
 DD2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2339_SP_SET: CONCRETE POST
 DD2339_STAMPING: RM 1 026 - 092 1981
 DD2339_MARK LOGO: SCGS  
 DD2339_PROJECTION: RECESSED 7 CENTIMETERS
 DD2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2339+STABILITY: SURFACE MOTION
 DD2339
 DD2339  HISTORY     - Date     Condition        Report By
 DD2339  HISTORY     - 1981     MONUMENTED       SCGS
 DD2339  HISTORY     - 1986     GOOD             SCGS
 DD2339
 DD2339                          STATION DESCRIPTION
 DD2339
 DD2339'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2339'18.2 KM (11.3 MI) SOUTH FROM AYNOR.
 DD2339'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2339'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2339'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2339'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2339'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2339'CROSSROADS), CONTINUE 0.55 KM (0.35 MI) SOUTHERLY ALONG ROAD 24, SET
 DD2339'BETWEEN THE ROAD DITCH AND THE WOODS, 7.5 METERS (24.6 FT) SOUTHWEST
 DD2339'OF THE CENTER OF THE ROAD, 15.82 METERS (51.9 FT) WEST OF A ROAD
 DD2339'CURVE SIGN POST, 18.7 METERS (61.4 FT) SOUTH OF A 22-INCH SWEETGUM
 DD2339'TREE, 22.71 METERS (74.5 FT) WEST OF SURVEY MARK 026 092 SCGS.
 DD2339'THE MARK IS 0.65 METERS  NE FROM  A WITNESS POST
 DD2339'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1787 ***********************************************************************
 EB1787  DESIGNATION -  026 093
 EB1787  PID         -  EB1787
 EB1787  STATE/COUNTY-  SC/HORRY
 EB1787  USGS QUAD   -  DUFORD (1980)
 EB1787
 EB1787                         *CURRENT SURVEY CONTROL
 EB1787  ___________________________________________________________________
 EB1787* NAD 83(2001)-  34 08 13.48515(N)    079 00 27.06099(W)     ADJUSTED  
 EB1787* NAVD 88     -        24.970  (meters)      81.92   (feet)  ADJUSTED  
 EB1787  ___________________________________________________________________
 EB1787  X           -   1,007,693.999 (meters)                     COMP
 EB1787  Y           -  -5,187,769.858 (meters)                     COMP
 EB1787  Z           -   3,559,037.069 (meters)                     COMP
 EB1787  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 EB1787  ELLIP HEIGHT-          -9.08  (meters)          (03/13/03) GPS OBS
 EB1787  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EB1787  DYNAMIC HT  -          24.946 (meters)      81.84  (feet)  COMP
 EB1787  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 EB1787
 EB1787  HORZ ORDER  -  FIRST
 EB1787  VERT ORDER  -  FIRST     CLASS II
 EB1787  ELLP ORDER  -  FOURTH    CLASS II
 EB1787
 EB1787.The horizontal coordinates were established by GPS observations
 EB1787.and adjusted by the National Geodetic Survey in March 2003..
 EB1787
 EB1787.The orthometric height was determined by differential leveling
 EB1787.and adjusted by the National Geodetic Survey in June 1991..
 EB1787
 EB1787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB1787
 EB1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1787
 EB1787.The ellipsoidal height was determined by GPS observations
 EB1787.and is referenced to NAD 83.
 EB1787
 EB1787.The geoid height was determined by GEOID03.
 EB1787
 EB1787.The dynamic height is computed by dividing the NAVD 88
 EB1787.geopotential number by the normal gravity value computed on the
 EB1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1787.degrees latitude (g = 980.6199 gals.).
 EB1787
 EB1787.The modeled gravity was interpolated from observed gravity values.
 EB1787
 EB1787;                    North         East     Units Scale Factor Converg.
 EB1787;SPC SC       -   257,248.792   793,335.713   MT  0.99982688   +1 06 16.7
 EB1787;SPC SC       -   843,992.10  2,602,807.46   iFT  0.99982688   +1 06 16.7
 EB1787;UTM  17      - 3,779,148.297   683,719.220   MT  1.00001608   +1 07 06.4
 EB1787
 EB1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1787!SPC SC       -   1.00000143  x   0.99982688  =   0.99982831
 EB1787!UTM  17      -   1.00000143  x   1.00001608  =   1.00001751
 EB1787
 EB1787:                Primary Azimuth Mark                     Grid Az
 EB1787:SPC SC       -  026 093 AZ MK                            081 21 23.8
 EB1787:UTM  17      -  026 093 AZ MK                            081 20 34.1
 EB1787
 EB1787|---------------------------------------------------------------------|
 EB1787| PID    Reference Object                     Distance      Geod. Az  |
 EB1787|                                                           dddmmss.s |
 EB1787| EB1786 026 093 AZ MK                       437.466 METERS 0822740.5 |
 EB1787|---------------------------------------------------------------------|
 EB1787
 EB1787                          SUPERSEDED SURVEY CONTROL
 EB1787
 EB1787  NAD 83(1995)-  34 08 13.48520(N)    079 00 27.06089(W) AD(       ) 1
 EB1787  ELLIP H (12/20/99)   -9.09   (m)                       GP(       ) 4 1
 EB1787  NAD 83(1986)-  34 08 13.49338(N)    079 00 27.06572(W) AD(       ) 1
 EB1787  NAVD 88 (04/10/98)   24.97   (m)           81.9    (f) LEVELING    3  
 EB1787  NGVD 29 (03/21/89)   25.282  (m)           82.95   (f) ADJUSTED    1 2
 EB1787
 EB1787.Superseded values are not recommended for survey control.
 EB1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1787.See file dsdata.txt to determine how the superseded data were derived.
 EB1787
 EB1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8371979148(NAD 83)
 EB1787_MARKER: DD = SURVEY DISK
 EB1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1787_SP_SET: CONCRETE POST
 EB1787_STAMPING: HORZ 026 - 093 1981
 EB1787_MARK LOGO: SCGS  
 EB1787_PROJECTION: RECESSED 3 CENTIMETERS
 EB1787_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1787+STABILITY: SURFACE MOTION
 EB1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1787+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 EB1787
 EB1787  HISTORY     - Date     Condition        Report By
 EB1787  HISTORY     - 1981     MONUMENTED       MJH
 EB1787  HISTORY     - 1986     GOOD             SCGS
 EB1787  HISTORY     - 19970924 GOOD             SCGS
 EB1787  HISTORY     - 20050811 POOR             NEWBY
 EB1787
 EB1787                          STATION DESCRIPTION
 EB1787
 EB1787'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1787'14.3 KM (8.9 MI) NW FROM LORIS.
 EB1787'9.5 KM (5.9 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1787'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS
 EB1787'TO THE JUNCTION OF STATE HIGHWAY 410, THENCE 2.3 KM (1.45 MI)
 EB1787'NORTHERLY ALONG HIGHWAYS 410 AND 9 BUSINESS, THENCE 3.3 KM (2.05 MI)
 EB1787'NORTHWESTERLY ALONG STATE HIGHWAY 9 TO THE JUNCTION OF STATE ROAD 142,
 EB1787'THENCE 0.25 KM (0.15 MI) SOUTH ALONG A SAND ROAD TO A T-ROAD, THENCE
 EB1787'0.2 KM (0.1 MI) WEST ALONG A SAND ROAD, THENCE 0.1 KM (0.05 MI)
 EB1787'NORTHWESTERLY ALONG A SAND FIELD ROAD TO A FORK, THENCE 0.2 KM (0.1
 EB1787'MI) NORTHWESTERLY ALONG THE RIGHT FORK TO A T-ROAD, THENCE 0.1 KM
 EB1787'(0.05 MI) NORTH ALONG A SAND DRIVEWAY LEADING TO AN ALUMINUM-SIDED
 EB1787'HOUSE, SET AT THE SOUTH CORNER OF THE YARD OF THE HOUSE, 24.0 METERS
 EB1787'(78.7 FT) SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 28.15 METERS
 EB1787'(92.4 FT) SOUTHEAST OF A POWER POLE WITH SECURITY LIGHT AND A GUY
 EB1787'WIRE, 5.3 METERS (17.4 FT) WEST NORTHWEST OF THE CENTER OF THE DRIVE,
 EB1787'9.1 METERS (29.9 FT) SOUTH SOUTHWEST OF THE CENTER OF A GROUP OF ELM
 EB1787'TREES.
 EB1787'THE MARK IS 0.1 M ABOVE THE DRIVE.
 EB1787
 EB1787                          STATION RECOVERY (1997)
 EB1787
 EB1787'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 EB1787'STATION IS LOCATED 8.8 MILES (14.2 KM) NORTHWEST OF LORIS, 20.9 MILES
 EB1787'(33.6 KM) NORTH OF CONWAY.  OWNERSHIP--JEFF HARRELSON, 4601 LONG
 EB1787'BRANCH SWAMP ROAD, GREEN SEA, SC 29545-4962 PHONE 803-392-1801.  TO
 EB1787'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 410 (GREEN SEA
 EB1787'ROAD NORTH) AND 9, 6.7 MILES (10.8 KM) NORTHWEST OF LORIS, GO WEST
 EB1787'NORTHWEST ON HIGHWAY 9 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE
 EB1787'ROAD 142 (BAY VIEW DRIVE) AND A SAND ROAD LEFT (HARRELSON ROAD) , TURN
 EB1787'LEFT ON HARRELSON ROAD FOR 0.15 MILES (0.24 KM) TO A T-ROAD (LONG
 EB1787'BRANCH SWAMP ROAD) , TURN RIGHT ON LONG BRANCH SWAMP ROAD FOR 0.1
 EB1787'MILES (0.2 KM) TO A FARM ROAD RIGHT, TURN RIGHT ON THE FARM ROAD FOR
 EB1787'0.25 MILES (0.40 KM) TO THE STATION ON THE LEFT IN THE SOUTHEAST
 EB1787'CORNER OF A FIELD NEAR AN ALUMINUM SIDED HOUSE.  STATION IS A CONCRETE
 EB1787'POST RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE FARM
 EB1787'ROAD, 18.8 FEET (5.7 M) WEST NORTHWEST OF THE CENTER OF THE FARM ROAD,
 EB1787'78.7 FEET (24.0 M) SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 92.0
 EB1787'FEET (28.0 M) SOUTHEAST OF THE SECURITY LIGHT POLE CV76BS WITH A GUY
 EB1787'WIRE, 92.0 FEET (28.0 M) SOUTHEAST OF A WITNESS POST AT THE SECURITY
 EB1787'LIGHT POLE.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 026 093
 EB1787'AZ MK.  RECOVERED BY C.E.  GEOGHEGAN.
 EB1787
 EB1787                          STATION RECOVERY (2005)
 EB1787
 EB1787'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 EB1787'FOUND MONUMENT OUT OF GROUND WITH CONCRETE INTACT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1786 ***********************************************************************
 EB1786  DESIGNATION -  026 093 AZ MK
 EB1786  PID         -  EB1786
 EB1786  STATE/COUNTY-  SC/HORRY
 EB1786  USGS QUAD   -  DUFORD (1980)
 EB1786
 EB1786                         *CURRENT SURVEY CONTROL
 EB1786  ___________________________________________________________________
 EB1786* NAD 83(2001)-  34 08 15.34752(N)    079 00 10.13405(W)     ADJUSTED  
 EB1786* NAVD 88     -        25.145  (meters)      82.50   (feet)  ADJUSTED  
 EB1786  ___________________________________________________________________
 EB1786  X           -   1,008,113.610 (meters)                     COMP
 EB1786  Y           -  -5,187,655.672 (meters)                     COMP
 EB1786  Z           -   3,559,084.661 (meters)                     COMP
 EB1786  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 EB1786  ELLIP HEIGHT-          -8.91  (meters)          (03/13/03) GPS OBS
 EB1786  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 EB1786  DYNAMIC HT  -          25.121 (meters)      82.42  (feet)  COMP
 EB1786  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 EB1786
 EB1786  HORZ ORDER  -  FIRST
 EB1786  VERT ORDER  -  FIRST     CLASS II
 EB1786  ELLP ORDER  -  FOURTH    CLASS II
 EB1786
 EB1786.The horizontal coordinates were established by GPS observations
 EB1786.and adjusted by the National Geodetic Survey in March 2003..
 EB1786
 EB1786.The orthometric height was determined by differential leveling
 EB1786.and adjusted by the National Geodetic Survey in June 1991..
 EB1786
 EB1786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB1786
 EB1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1786
 EB1786.The ellipsoidal height was determined by GPS observations
 EB1786.and is referenced to NAD 83.
 EB1786
 EB1786.The geoid height was determined by GEOID03.
 EB1786
 EB1786.The dynamic height is computed by dividing the NAVD 88
 EB1786.geopotential number by the normal gravity value computed on the
 EB1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1786.degrees latitude (g = 980.6199 gals.).
 EB1786
 EB1786.The modeled gravity was interpolated from observed gravity values.
 EB1786
 EB1786;                    North         East     Units Scale Factor Converg.
 EB1786;SPC SC       -   257,314.525   793,768.136   MT  0.99982695   +1 06 26.1
 EB1786;SPC SC       -   844,207.76  2,604,226.17   iFT  0.99982695   +1 06 26.1
 EB1786;UTM  17      - 3,779,214.147   684,151.710   MT  1.00001804   +1 07 16.0
 EB1786
 EB1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1786!SPC SC       -   1.00000140  x   0.99982695  =   0.99982835
 EB1786!UTM  17      -   1.00000140  x   1.00001804  =   1.00001944
 EB1786
 EB1786:                Primary Azimuth Mark                     Grid Az
 EB1786:SPC SC       -  026 093                                  261 21 23.9
 EB1786:UTM  17      -  026 093                                  261 20 34.0
 EB1786
 EB1786|---------------------------------------------------------------------|
 EB1786| PID    Reference Object                     Distance      Geod. Az  |
 EB1786|                                                           dddmmss.s |
 EB1786| EB1787 026 093                             437.466 METERS 2622750.0 |
 EB1786|---------------------------------------------------------------------|
 EB1786
 EB1786                          SUPERSEDED SURVEY CONTROL
 EB1786
 EB1786  NAD 83(1995)-  34 08 15.34757(N)    079 00 10.13394(W) AD(       ) 1
 EB1786  ELLIP H (12/20/99)   -8.92   (m)                       GP(       ) 4 1
 EB1786  NAD 83(1986)-  34 08 15.35576(N)    079 00 10.13888(W) AD(       ) 1
 EB1786  NAVD 88 (04/10/98)   25.14   (m)           82.5    (f) LEVELING    3  
 EB1786  NGVD 29 (03/21/89)   25.457  (m)           83.52   (f) ADJUSTED    1 2
 EB1786
 EB1786.Superseded values are not recommended for survey control.
 EB1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1786.See file dsdata.txt to determine how the superseded data were derived.
 EB1786
 EB1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8415279214(NAD 83)
 EB1786_MARKER: DD = SURVEY DISK
 EB1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1786_SP_SET: CONCRETE POST
 EB1786_STAMPING: AZ MK 026 - 093 1981
 EB1786_MARK LOGO: SCGS  
 EB1786_PROJECTION: RECESSED 3 CENTIMETERS
 EB1786_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1786+STABILITY: SURFACE MOTION
 EB1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1786+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 EB1786
 EB1786  HISTORY     - Date     Condition        Report By
 EB1786  HISTORY     - 1981     MONUMENTED       MJH
 EB1786  HISTORY     - 1986     GOOD             SCGS
 EB1786  HISTORY     - 19970924 GOOD             SCGS
 EB1786  HISTORY     - 20050811 GOOD             NEWBY
 EB1786
 EB1786                          STATION DESCRIPTION
 EB1786
 EB1786'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1786'13.8 KM (8.6 MI) NW FROM LORIS.
 EB1786'9.5 KM (5.9 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1786'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS
 EB1786'TO THE JUNCTION OF STATE HIGHWAY 410, THENCE 2.3 KM (1.45 MI)
 EB1786'NORTHERLY ALONG HIGHWAYS 410 AND 9 BUSINESS, THENCE 3.3 KM (2.05 MI)
 EB1786'NORTHWESTERLY ALONG STATE HIGHWAY 9, ADD-MAY ALSO BE REACHED BY GOING
 EB1786'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1786'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1786'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1786'NORTHEAST), CONTINUE 15.1 KM (9.4 MI) SOUTHEASTERLY ALONG HIGHWAY 9,
 EB1786'SET IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 142, 14.3
 EB1786'METERS (46.9 FT) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 12.19
 EB1786'METERS (40.0 FT) SOUTH SOUTHWEST OF AN 18-INCH POST OAK TREE, 8.65
 EB1786'METERS (28.4 FT) WEST NORTHWEST OF THE CENTER OF THE ROAD, 13.48
 EB1786'METERS (44.2 FT) EAST SOUTHEAST OF TELEPHONE JUNCTION BOX POST NUMBER
 EB1786'2113, 10.83 METERS (35.53 FT) SOUTH SOUTHWEST OF TELEPHONE JUNCTION
 EB1786'BOX POST NUMBER 2114.
 EB1786'THE MARK IS 1.65 METERS  NE FROM  A WITNESS POST
 EB1786'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1786
 EB1786                          STATION RECOVERY (1997)
 EB1786
 EB1786'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 EB1786'STATION IS LOCATED 8.65 MILES (13.92 KM) NORTHWEST OF LORIS, 21.0
 EB1786'MILES (33.8 KM) NORTH OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1786'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1786'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB1786'HIGHWAYS 410 (GREEN SEA ROAD NORTH) AND 9, 6.7 MILES (10.8 KM)
 EB1786'NORTHWEST OF LORIS, GO WEST NORTHWEST ON HIGHWAY 9 FOR 2.0 MILES (3.2
 EB1786'KM) TO THE JUNCTION OF STATE ROAD 142 (BAY VIEW DRIVE) AND THE STATION
 EB1786'ON THE RIGHT NEAR A SIGN FOR FAIRBLUFF IN THE NORTH NORTHWEST ANGLE OF
 EB1786'THE JUNCTION.  STATION IS A CONCRETE POST RECESSED 0.1 FEET (3.0 CM)
 EB1786'AND LEVEL WITH THE ROAD, 47.1 FEET (14.4 M) NORTHEAST OF THE CENTER OF
 EB1786'THE HIGHWAY, 27.5 FEET (8.4 M) WEST NORTHWEST OF THE CENTER OF THE
 EB1786'ROAD, 7.1 FEET (2.2 M) EAST NORTHEAST OF THE NORTHEAST LEG OF THE
 EB1786'SIGN, 35.5 FEET (10.8 M) SOUTH SOUTHWEST OF SUPPORT POST NUMBER 2/114
 EB1786'FOR A TELEPHONE JUNCTION BOX, 44.1 FEET (13.4 M) EAST SOUTHEAST OF
 EB1786'SUPPORT POST 2/113 FOR A TELEPHONE JUNCTION BOX, 5.3 FEET (1.6 M) EAST
 EB1786'NORTHEAST OF A WITNESS POST AT AN UNUSED SIGN POST, 11.9 FEET (3.6 M)
 EB1786'WEST SOUTHWEST OF THE NORTHEAST END OF A 1.2-FOOT CONCRETE PIPE
 EB1786'CULVERT BENEATH THE HIGHWAY.  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 EB1786'STATION 026 093.  RECOVERED BY C.E.  GEOGHEGAN.
 EB1786
 EB1786                          STATION RECOVERY (2005)
 EB1786
 EB1786'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 EB1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1788 ***********************************************************************
 EB1788  DESIGNATION -  026 093 RM 1
 EB1788  PID         -  EB1788
 EB1788  STATE/COUNTY-  SC/HORRY
 EB1788  USGS QUAD   -  DUFORD (1980)
 EB1788
 EB1788                         *CURRENT SURVEY CONTROL
 EB1788  ___________________________________________________________________
 EB1788* NAD 83(1986)-  34 08 14.     (N)    079 00 27.     (W)     SCALED    
 EB1788* NAVD 88     -        25.114  (meters)      82.39   (feet)  ADJUSTED  
 EB1788  ___________________________________________________________________
 EB1788  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EB1788  DYNAMIC HT  -          25.089 (meters)      82.31  (feet)  COMP
 EB1788  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 EB1788
 EB1788  VERT ORDER  -  FIRST     CLASS II
 EB1788
 EB1788.The horizontal coordinates were scaled from a topographic map and have
 EB1788.an estimated accuracy of +/- 6 seconds.
 EB1788
 EB1788.The orthometric height was determined by differential leveling
 EB1788.and adjusted by the National Geodetic Survey in June 1991..
 EB1788
 EB1788.The geoid height was determined by GEOID03.
 EB1788
 EB1788.The dynamic height is computed by dividing the NAVD 88
 EB1788.geopotential number by the normal gravity value computed on the
 EB1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1788.degrees latitude (g = 980.6199 gals.).
 EB1788
 EB1788.The modeled gravity was interpolated from observed gravity values.
 EB1788
 EB1788;                    North         East    Units  Estimated Accuracy
 EB1788;SPC SC       -   257,270.      793,340.      MT  (+/- 180 meters Scaled)
 EB1788
 EB1788                          SUPERSEDED SURVEY CONTROL
 EB1788
 EB1788  NGVD 29 (03/21/89)   25.425  (m)           83.42   (f) ADJUSTED    1 2
 EB1788
 EB1788.Superseded values are not recommended for survey control.
 EB1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1788.See file dsdata.txt to determine how the superseded data were derived.
 EB1788
 EB1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT837791(NAD 83)
 EB1788_MARKER: DD = SURVEY DISK
 EB1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1788_SP_SET: CONCRETE POST
 EB1788_STAMPING: RM 1 026 - 093 1981
 EB1788_MARK LOGO: SCGS  
 EB1788_PROJECTION: RECESSED 3 CENTIMETERS
 EB1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1788+STABILITY: SURFACE MOTION
 EB1788
 EB1788  HISTORY     - Date     Condition        Report By
 EB1788  HISTORY     - 1981     MONUMENTED       MJH
 EB1788  HISTORY     - 1986     GOOD             SCGS
 EB1788
 EB1788                          STATION DESCRIPTION
 EB1788
 EB1788'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1788'14.3 KM (8.9 MI) NW FROM LORIS.
 EB1788'9.5 KM (5.9 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1788'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS
 EB1788'TO THE JUNCTION OF STATE HIGHWAY 410, THENCE 2.3 KM (1.45 MI)
 EB1788'NORTHERLY ALONG HIGHWAYS 410 AND 9 BUSINESS, THENCE 3.3 KM (2.05 MI)
 EB1788'NORTHWESTERLY ALONG STATE HIGHWAY 9 TO THE JUNCTION OF STATE ROAD 142,
 EB1788'THENCE 0.25 KM (0.15 MI) SOUTH ALONG A SAND ROAD TO A T-ROAD, THENCE
 EB1788'0.2 KM (0.1 MI) WEST ALONG A SAND ROAD, THENCE 0.1 KM (0.05 MI)
 EB1788'NORTHWESTERLY ALONG A FIELD SAND ROAD TO A FORK, THENCE 0.2 KM
 EB1788'(0.1 MI) NORTHWESTERLY ALONG THE RIGHT FORK TO A T-ROAD, THENCE 0.1 KM
 EB1788'(0.05 MI) NORTH ALONG A SAND DRIVEWAY LEADING TO AN ALUMINUM-SIDED
 EB1788'HOUSE, SET NEAR A POWER POLE WITH A SECURITY LIGHT AND A GUY WIRE IN
 EB1788'THE YARD OF THE HOUSE, 28.36 METERS (93.0 FT) NORTHWEST OF SURVEY MARK
 EB1788'026 093 SCGS, 1.05 METERS (3.4 FT) SOUTHWEST OF THE POWER POLE,
 EB1788'15.3 METERS (50.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 EB1788'THE MARK IS 0.82 METERS  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2374 ***********************************************************************
 EB2374  DESIGNATION -  026 094
 EB2374  PID         -  EB2374
 EB2374  STATE/COUNTY-  SC/HORRY
 EB2374  USGS QUAD   -  TABOR CITY WEST (1962)
 EB2374
 EB2374                         *CURRENT SURVEY CONTROL
 EB2374  ___________________________________________________________________
 EB2374* NAD 83(2001)-  34 10 31.06608(N)    078 59 03.39882(W)     ADJUSTED  
 EB2374* NAVD 88     -        30.1    (meters)      99.     (feet)  VERTCON   
 EB2374  ___________________________________________________________________
 EB2374  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 EB2374  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 EB2374
 EB2374  HORZ ORDER  -  SECOND
 EB2374
 EB2374.The horizontal coordinates were established by classical geodetic methods
 EB2374.and adjusted by the National Geodetic Survey in March 2004..
 EB2374
 EB2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2374
 EB2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2374
 EB2374.The geoid height was determined by GEOID03.
 EB2374
 EB2374;                    North         East     Units Scale Factor Converg.
 EB2374;SPC SC       -   261,528.042   795,395.796   MT  0.99983253   +1 07 03.1
 EB2374;SPC SC       -   858,031.63  2,609,566.26   iFT  0.99983253   +1 07 03.1
 EB2374;UTM  17      - 3,783,428.884   685,778.617   MT  1.00002546   +1 07 57.4
 EB2374
 EB2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2374!SPC SC       -   1.00000063  x   0.99983253  =   0.99983316
 EB2374!UTM  17      -   1.00000063  x   1.00002546  =   1.00002609
 EB2374
 EB2374|---------------------------------------------------------------------|
 EB2374| PID    Reference Object                     Distance      Geod. Az  |
 EB2374|                                                           dddmmss.s |
 EB2374| EB3118 026 094 RM 1                         24.423 METERS 02139     |
 EB2374| EB2375 026 094 AZ MK                       424.950 METERS 2752702.1 |
 EB2374|---------------------------------------------------------------------|
 EB2374
 EB2374                          SUPERSEDED SURVEY CONTROL
 EB2374
 EB2374  NAD 83(1986)-  34 10 31.07374(N)    078 59 03.40240(W) AD(       ) 2
 EB2374  NAD 27      -  34 10 30.47044(N)    078 59 04.26655(W) AD(       ) 2
 EB2374  NGVD 29 (07/19/86)   30.4    (m)          100.     (f) VERT ANG       
 EB2374
 EB2374.Superseded values are not recommended for survey control.
 EB2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2374.See file dsdata.txt to determine how the superseded data were derived.
 EB2374
 EB2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8577983429(NAD 83)
 EB2374_MARKER: DD = SURVEY DISK
 EB2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2374_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2374
 EB2374  HISTORY     - Date     Condition        Report By
 EB2374  HISTORY     - 1982     MONUMENTED       SCGS
 EB2374
 EB2374                          STATION DESCRIPTION
 EB2374
 EB2374'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB2374'THE STATION IS LOCATED ABOUT 16.9 KM (10.5 MI) NORTHWEST OF LORIS,
 EB2374'14.5 KM (9.0 MI) EAST OF NICHOLS AND 6.4 KM (4 MI) NORTH OF THE GREEN
 EB2374'SEA COMMUNITY.
 EB2374'
 EB2374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9, 33, AND
 EB2374'410 IN GREENSEA, GO NORTH ON HIGHWAY 33 FOR 4.0 KM (2.5 MI) TO
 EB2374'CROSSROADS, HIGHWAY 306.  CONTINUE NORTH ON HIGHWAY 33 FOR 1.0 KM
 EB2374'(0.6 MI) TO SIDE ROAD LEFT.  TURN LEFT, GO WEST ON GRADED ROAD FOR
 EB2374'0.9 KM (0.55 MI) TO A SMALL POND AND THE STATION ON LEFT.
 EB2374'
 EB2374'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2374'---026 094 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2374'CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND LOCATED 46.9 METERS S
 EB2374'FROM THE CENTER OF THE ROAD, 32.8 METERS SSW FROM THE
 EB2374'SOUTHWEST CORNER OF THE HOUSE, 18.7 METERS NE FROM A DOUBLE TRUNK
 EB2374'PINE TREE, AND 52.0 METERS S FROM THE POWER POLE NUMBER.
 EB2374'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2374'DISK STAMPED---026 094 1981---SET INTO AN IRREGULAR MASS OF
 EB2374'CONCRETE 1.1 METERS BELOW THE SURFACE.
 EB2374'
 EB2374'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2374'DISK STAMPED---026 094 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB2374'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2374'23.8 METERS S FROM THE CENTER OF THE ROAD,  8.4 METERS SSW FROM
 EB2374'THE SOUTHWEST CORNER OF THE HOUSE, 33.3 METERS SSE FROM THE POWER
 EB2374'POLE NUMBER 173 10, AND 1 METERS LOWER THAN THE STATION.
 EB2374'
 EB2374'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2374'STAMPED---026 094 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB2374'MONUMENT 30 CM IN DIAMETER RECESSED 2.5 CM BELOW THE GROUND LOCATED
 EB2374'4.6 METERS S FROM THE CENTER OF THE DIRT ROAD, 11.1 METERS SW
 EB2374'FROM THE AND ACROSS THE ROAD FROM A POWER POLE, ESE FROM THE AND
 EB2374'ACROSS THE ROAD FROM A 19 INCH PINE TREE, AND  0.7 METERS E FROM A
 EB2374'POWER POLE WITH A TRANSFORMER.
 EB2374'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE ROAD
 EB2374'FOR 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT AT A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2375 ***********************************************************************
 EB2375  DESIGNATION -  026 094 AZ MK
 EB2375  PID         -  EB2375
 EB2375  STATE/COUNTY-  SC/HORRY
 EB2375  USGS QUAD   -  TABOR CITY WEST (1962)
 EB2375
 EB2375                         *CURRENT SURVEY CONTROL
 EB2375  ___________________________________________________________________
 EB2375* NAD 83(2001)-  34 10 32.37578(N)    078 59 19.91725(W)     ADJUSTED  
 EB2375* NAVD 88     -        30.2    (meters)      99.     (feet)  VERTCON   
 EB2375  ___________________________________________________________________
 EB2375  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 EB2375  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EB2375
 EB2375  HORZ ORDER  -  SECOND
 EB2375
 EB2375.The horizontal coordinates were established by classical geodetic methods
 EB2375.and adjusted by the National Geodetic Survey in March 2004..
 EB2375
 EB2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2375
 EB2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2375
 EB2375.The geoid height was determined by GEOID03.
 EB2375
 EB2375;                    North         East     Units Scale Factor Converg.
 EB2375;SPC SC       -   261,560.143   794,972.131   MT  0.99983259   +1 06 53.9
 EB2375;SPC SC       -   858,136.95  2,608,176.28   iFT  0.99983259   +1 06 53.9
 EB2375;UTM  17      - 3,783,460.880   685,354.863   MT  1.00002352   +1 07 48.1
 EB2375
 EB2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2375!SPC SC       -   1.00000061  x   0.99983259  =   0.99983320
 EB2375!UTM  17      -   1.00000061  x   1.00002352  =   1.00002413
 EB2375
 EB2375                          SUPERSEDED SURVEY CONTROL
 EB2375
 EB2375  NAD 83(1986)-  34 10 32.38336(N)    078 59 19.92084(W) AD(       ) 2
 EB2375  NAD 27      -  34 10 31.78069(N)    078 59 20.78444(W) AD(       ) 2
 EB2375  NGVD 29 (07/19/86)   30.5    (m)          100.     (f) VERT ANG       
 EB2375
 EB2375.Superseded values are not recommended for survey control.
 EB2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2375.See file dsdata.txt to determine how the superseded data were derived.
 EB2375
 EB2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8535583461(NAD 83)
 EB2375_MARKER: DD = SURVEY DISK
 EB2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2375_SP_SET: CONCRETE POST
 EB2375_STAMPING: 026 094 AZ MK 1981
 EB2375_MARK LOGO: SCGS  
 EB2375_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2375+STABILITY: SURFACE MOTION
 EB2375
 EB2375  HISTORY     - Date     Condition        Report By
 EB2375  HISTORY     - 1981     MONUMENTED       SCGS
 EB2375  HISTORY     - 19930920 GOOD             SCGS
 EB2375
 EB2375                          STATION DESCRIPTION
 EB2375
 EB2375'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2375'STATION IS LOCATED 10.5 MILES (16.9 KM) NORTHWEST OF LORIS, 9.0 MILES
 EB2375'(14.5 KM) EAST OF NICHOLS, 4.0 MILES (6.4 KM) NORTH OF GREEN SEA.
 EB2375'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB2375'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB2375'JUNCTION OF STATE HIGHWAYS 9, 9 BUSINESS AND 410, 6.7 MILES
 EB2375'(10.8 KM) WEST NORTHWEST OF LORIS, GO NORTH ON HIGHWAY 410 FOR 0.8
 EB2375'MILE (1.3 KM) TO THE JUNCTION OF STATE ROAD 33 IN GREEN SEA, BEAR
 EB2375'LEFT ON ROAD 33 FOR 0.6 MILE (1.0 KM) TO A GRADED ROAD LEFT, TURN
 EB2375'LEFT ON THE GRADED ROAD FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE
 EB2375'LEFT NEAR A POWER POLE. STATION IS A CONCRETE POST RECESSED 0.2 FOOT,
 EB2375'4.6 METERS (15.1 FT) SOUTH OF THE CENTER OF THE ROAD, 11.1 METERS
 EB2375'(36.4 FT) SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 0.7 METER
 EB2375'(2.3 FT) EAST OF THE POWER POLE WITH A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1800 ***********************************************************************
 EB1800  DESIGNATION -  026 095
 EB1800  PID         -  EB1800
 EB1800  STATE/COUNTY-  SC/HORRY
 EB1800  USGS QUAD   -  DUFORD (1980)
 EB1800
 EB1800                         *CURRENT SURVEY CONTROL
 EB1800  ___________________________________________________________________
 EB1800* NAD 83(2001)-  34 13 11.89055(N)    079 06 08.22327(W)     ADJUSTED  
 EB1800* NAVD 88     -        22.150  (meters)      72.67   (feet)  ADJUSTED  
 EB1800  ___________________________________________________________________
 EB1800  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 EB1800  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EB1800  DYNAMIC HT  -          22.129 (meters)      72.60  (feet)  COMP
 EB1800  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 EB1800
 EB1800  HORZ ORDER  -  SECOND
 EB1800  VERT ORDER  -  FIRST     CLASS II
 EB1800
 EB1800.The horizontal coordinates were established by classical geodetic methods
 EB1800.and adjusted by the National Geodetic Survey in March 2004..
 EB1800
 EB1800.The orthometric height was determined by differential leveling
 EB1800.and adjusted by the National Geodetic Survey in June 1991..
 EB1800
 EB1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1800
 EB1800.The geoid height was determined by GEOID03.
 EB1800
 EB1800.The dynamic height is computed by dividing the NAVD 88
 EB1800.geopotential number by the normal gravity value computed on the
 EB1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1800.degrees latitude (g = 980.6199 gals.).
 EB1800
 EB1800.The modeled gravity was interpolated from observed gravity values.
 EB1800
 EB1800;                    North         East     Units Scale Factor Converg.
 EB1800;SPC SC       -   266,275.900   784,429.007   MT  0.99983971   +1 03 07.5
 EB1800;SPC SC       -   873,608.60  2,573,585.98   iFT  0.99983971   +1 03 07.5
 EB1800;SPC NC       -    52,140.999   600,175.827   MT  1.00003332   -0 03 32.5
 EB1800;SPC NC       -   171,065.93  1,969,076.86   sFT  1.00003332   -0 03 32.5
 EB1800;UTM  17      - 3,788,174.603   674,808.757   MT  0.99997669   +1 04 03.0
 EB1800
 EB1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1800!SPC SC       -   1.00000183  x   0.99983971  =   0.99984153
 EB1800!SPC NC       -   1.00000183  x   1.00003332  =   1.00003515
 EB1800!UTM  17      -   1.00000183  x   0.99997669  =   0.99997852
 EB1800
 EB1800|---------------------------------------------------------------------|
 EB1800| PID    Reference Object                     Distance      Geod. Az  |
 EB1800|                                                           dddmmss.s |
 EB1800| EB2700 026 095 AZ MK                       348.480 METERS 02741     |
 EB1800| EB3119 026 095 RM 1                         19.580 METERS 30548     |
 EB1800|---------------------------------------------------------------------|
 EB1800
 EB1800                          SUPERSEDED SURVEY CONTROL
 EB1800
 EB1800  NAD 83(1986)-  34 13 11.89818(N)    079 06 08.22595(W) AD(       ) 2
 EB1800  NAD 27      -  34 13 11.31281(N)    079 06 09.07759(W) AD(       ) 2
 EB1800  NGVD 29 (03/21/89)   22.459  (m)           73.68   (f) ADJUSTED    1 2
 EB1800
 EB1800.Superseded values are not recommended for survey control.
 EB1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1800.See file dsdata.txt to determine how the superseded data were derived.
 EB1800
 EB1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7480988175(NAD 83)
 EB1800_MARKER: DD = SURVEY DISK
 EB1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1800_SP_SET: CONCRETE POST
 EB1800_STAMPING: HORZ 026 - 095 1981
 EB1800_MARK LOGO: SCGS  
 EB1800_PROJECTION: RECESSED 9 CENTIMETERS
 EB1800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1800+STABILITY: SURFACE MOTION
 EB1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1800+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 EB1800
 EB1800  HISTORY     - Date     Condition        Report By
 EB1800  HISTORY     - 1982     MONUMENTED       SCGS
 EB1800  HISTORY     - 1986     GOOD             SCGS
 EB1800  HISTORY     - 19870609 GOOD             SCGS
 EB1800  HISTORY     - 20010913 GOOD             SCGS
 EB1800
 EB1800                          STATION DESCRIPTION
 EB1800
 EB1800'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB1800'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHWEST OF THE NORTH
 EB1800'AND SOUTH CAROLINA STATE LINE, ABOUT 4.8 KM (0.3 MI) EAST OF NICHOLS,
 EB1800'ABOUT 4.8 KM (0.3 MI) NORTHWEST OF FLOYDS, IS ON THE GROUNDS OF THE
 EB1800'FREE WELCOME CHURCH.
 EB1800'
 EB1800'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 9 AND
 EB1800'COUNTY HIGHWAY 44 IN FLOYDS, GO WESTERLY ON STATE HIGHWAY 9 FOR 4.7
 EB1800'KM (2.9 MI) TO CROSSROADS, COUNTY HIGHWAY 23 LEFT AND DIRT ROAD
 EB1800'RIGHT, 1.1 MILE BEFORE REACHING U.S. HIGHWAY 76.  TURN RIGHT, GO
 EB1800'NORTHEAST ON DIRT ROAD FOR 0.8 KM (0.5 MI) TO SIDE ROAD RIGHT AND THE
 EB1800'FREE WELCOME CHURCH AND STATION.
 EB1800'
 EB1800'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1800'---026 095 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 EB1800'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.3 METERS NNE FROM
 EB1800'THE APPROXIMATE CENTER OF DIRT ROAD, 25.2 METERS S FROM THE POWER
 EB1800'POLE WITH SECURITY LIGHT, 14.2 METERS NW FROM THE TELEPHONE JUNCTION
 EB1800'BOX, AND 21.4 METERS ESE FROM THE SOUTHEAST CORNER OF CHURCH.
 EB1800'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1800'DISK STAMPED---026 095 1981---SET INTO AN IRREGULAR MASS OF
 EB1800'CONCRETE 1.3 METERS BELOW THE SURFACE.
 EB1800'
 EB1800'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1800'DISK STAMPED---026 095 1981 RM 1---SET INTO THE TOP OF A ROUND
 EB1800'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB1800'18.2 METERS NE FROM THE APPROXIMATE CENTER OF DIRT ROAD, 29.5 METERS
 EB1800'W FROM THE POWER POLE WITH SECURITY LIGHT, AND  0.5 METERS S FROM THE
 EB1800'SOUTHEAST CORNER OF CHURCH.
 EB1800'
 EB1800'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1800'STAMPED---026 095 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 EB1800'MONUMENT 12 INCHES IN DIAMETER RECESSED 5 INCHES BELOW THE GROUND
 EB1800'LOCATED  6.9 METERS NW FROM THE APPROXIMATE CENTER OF DIRT ROAD,  0.8
 EB1800'METERS S FROM THE METAL WITNESS POST, AND  2.4 METERS SW FROM THE 28
 EB1800'INCH LIVE OAK TREE.
 EB1800'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON DIRT ROAD
 EB1800'FOR 0.1 KM (.05 MI) TO T INTERSECTION.  GO RIGHT, NORTHEASTERLY, FOR
 EB1800'0.3 KM (0.2 MI) TO MARK ON LEFT.
 EB1800
 EB1800                          STATION RECOVERY (1986)
 EB1800
 EB1800'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1800'4.3 KM (2.7 MI) ESE FROM NICHOLS.
 EB1800'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1800'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1800'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1800'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1800'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 0.8 KM
 EB1800'(0.5 MI) NORTHEAST ALONG ROAD 23, SET BEHIND THE FREE WELCOME CHURCH,
 EB1800'56.3 METERS (184.7 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 EB1800'16.95 METERS (55.6 FT) EAST NORTHEAST OF THE CENTER OF A SAND ROAD
 EB1800'LEADING SOUTHEAST, 21.9 METERS (71.8 FT) SOUTH SOUTHWEST OF THE EAST
 EB1800'CORNER OF THE CHURCH, 25.3 METERS (83.0 FT) SOUTH SOUTHWEST OF A POWER
 EB1800'POLE WITH GUY WIRE, 13.45 METERS (44.3 FT) EAST SOUTHEAST OF THE SOUTH
 EB1800'CORNER OF THE CHURCH.
 EB1800'THE MARK IS 0.43 METERS  WNW FROM  A WITNESS POST
 EB1800'THE MARK IS 0.10 M ABOVE THE SAND ROAD.
 EB1800
 EB1800                          STATION RECOVERY (1987)
 EB1800
 EB1800'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EB1800'RECOVERED IN GOOD CONDITION.
 EB1800
 EB1800                          STATION RECOVERY (2001)
 EB1800
 EB1800'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1800'STATION IS LOCATED 2.75 MILES (4.43 KM) EAST SOUTHEAST OF NICHOLS,
 EB1800'26.7 MILES (43.0 KM) NORTH OF CONWAY.  OWNERSHIP--FREE WELCOME
 EB1800'HOLINESS PENTECOSTAL CHURCH, REVEREND NELSON FOWLER, C/O MARY ELLIOTT,
 EB1800'8721 BOGGY BRANCH ROAD, NICHOLS, SC 29581, PHONE 843-392-1681.  TO
 EB1800'REACH THE STATION FROM THE SOUTHEAST JUNCTION OF U.S.  HIGHWAY 76 AND
 EB1800'STATE HIGHWAY 9, 1.7 MILES (2.7 KM) SOUTHEAST OF NICHOLS, GO SOUTHEAST
 EB1800'ON HIGHWAY 9 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 23 ,
 EB1800'TURN LEFT ON ROAD 23 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE
 EB1800'RIGHT BEHIND THE FREE WELCOME HOLINESS PENTECOSTAL CHURCH IN THE EAST
 EB1800'JUNCTION OF A DIRT ROAD LEFT (BOGGY BRANCH ROAD) .  STATION IS A
 EB1800'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 72.4
 EB1800'FEET (22.1 M) SOUTH OF THE EAST CORNER OF THE VINYL-SIDED PARSONAGE,
 EB1800'44.2 FEET (13.5 M) SOUTHEAST OF THE SOUTH CORNER OF THE VINYL-SIDED
 EB1800'CHURCH PARSONAGE, 3.3 FEET (1.0 M) SOUTH OF A 0.3-FOOT PVC CAPPED
 EB1800'SEWER CLEANOUT, 55.7 FEET (17.0 M) NORTHEAST OF THE CENTER OF BOGGY
 EB1800'BRANCH ROAD, 1.2 FEET (0.4 M) WEST NORTHWEST OF A WITNESS POST.
 EB1800'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 026 095 AZ MK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1801 ***********************************************************************
 EB1801  DESIGNATION -  026 095 AZ MK 2
 EB1801  PID         -  EB1801
 EB1801  STATE/COUNTY-  SC/HORRY
 EB1801  USGS QUAD   -  DUFORD (1980)
 EB1801
 EB1801                         *CURRENT SURVEY CONTROL
 EB1801  ___________________________________________________________________
 EB1801* NAD 83(2001)-  34 13 07.27567(N)    079 05 51.93407(W)     ADJUSTED  
 EB1801* NAVD 88     -        21.581  (meters)      70.80   (feet)  ADJUSTED  
 EB1801  ___________________________________________________________________
 EB1801  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 EB1801  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 EB1801  DYNAMIC HT  -          21.560 (meters)      70.73  (feet)  COMP
 EB1801  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 EB1801
 EB1801  HORZ ORDER  -  THIRD
 EB1801  VERT ORDER  -  FIRST     CLASS II
 EB1801
 EB1801.The horizontal coordinates were established by classical geodetic methods
 EB1801.and adjusted by the National Geodetic Survey in March 2004..
 EB1801.No horizontal observational check was made to the station.
 EB1801
 EB1801.The orthometric height was determined by differential leveling
 EB1801.and adjusted by the National Geodetic Survey in June 1991..
 EB1801
 EB1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1801
 EB1801.The geoid height was determined by GEOID03.
 EB1801
 EB1801.The dynamic height is computed by dividing the NAVD 88
 EB1801.geopotential number by the normal gravity value computed on the
 EB1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1801.degrees latitude (g = 980.6199 gals.).
 EB1801
 EB1801.The modeled gravity was interpolated from observed gravity values.
 EB1801
 EB1801;                    North         East     Units Scale Factor Converg.
 EB1801;SPC SC       -   266,141.413   784,848.426   MT  0.99983950   +1 03 16.6
 EB1801;SPC SC       -   873,167.37  2,574,962.03   iFT  0.99983950   +1 03 16.6
 EB1801;SPC NC       -    51,998.376   600,592.641   MT  1.00003372   -0 03 23.1
 EB1801;SPC NC       -   170,598.01  1,970,444.36   sFT  1.00003372   -0 03 23.1
 EB1801;UTM  17      - 3,788,040.210   675,228.270   MT  0.99997850   +1 04 12.0
 EB1801
 EB1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1801!SPC SC       -   1.00000192  x   0.99983950  =   0.99984142
 EB1801!SPC NC       -   1.00000192  x   1.00003372  =   1.00003564
 EB1801!UTM  17      -   1.00000192  x   0.99997850  =   0.99998042
 EB1801
 EB1801                          SUPERSEDED SURVEY CONTROL
 EB1801
 EB1801  NAD 83(1986)-  34 13 07.28304(N)    079 05 51.93687(W) AD(       ) 3
 EB1801  NGVD 29 (03/21/89)   21.889  (m)           71.81   (f) ADJUSTED    1 2
 EB1801
 EB1801.Superseded values are not recommended for survey control.
 EB1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1801.See file dsdata.txt to determine how the superseded data were derived.
 EB1801
 EB1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7522888040(NAD 83)
 EB1801_MARKER: DD = SURVEY DISK
 EB1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1801_SP_SET: CONCRETE POST
 EB1801_STAMPING: AZ MK 026 095 NO 2 1986
 EB1801_MARK LOGO: SCGS  
 EB1801_PROJECTION: FLUSH
 EB1801_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1801
 EB1801  HISTORY     - Date     Condition        Report By
 EB1801  HISTORY     - 1986     MONUMENTED       SCGS
 EB1801  HISTORY     - 19870609 GOOD             SCGS
 EB1801  HISTORY     - 20010913 GOOD             SCGS
 EB1801
 EB1801                          STATION DESCRIPTION
 EB1801
 EB1801'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1801'4.8 KM (3.0 MI) ESE FROM NICHOLS.
 EB1801'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1801'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1801'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1801'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1801'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 0.8 KM (0.5
 EB1801'MI) NORTHEAST ALONG ROAD 23, THENCE 0.5 KM (0.3 MI) SOUTHEASTERLY
 EB1801'ALONG A SAND ROAD, SET NEAR A POWER POLE IN THE EAST ANGLE OF A FIELD
 EB1801'ROAD LEADING NORTH NORTHEAST, 8.1 METERS (26.6 FT) NORTH NORTHEAST OF
 EB1801'THE CENTER OF THE SAND ROAD, 4.3 METERS (14.1 FT) EAST SOUTHEAST OF
 EB1801'THE CENTER OF THE FIELD ROAD, 1.57 METERS (5.2 FT) NORTH OF THE POWER
 EB1801'POLE NUMBER 5 WITH GUY WIRE, 33.35 METERS (109.4 FT) SOUTH SOUTHWEST
 EB1801'OF A POWER POLE WITH METER.
 EB1801'THE MARK IS 1.68 METERS  N FROM  A WITNESS POST
 EB1801'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD.
 EB1801
 EB1801                          STATION RECOVERY (1987)
 EB1801
 EB1801'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EB1801'RECOVERED IN GOOD CONDITION.
 EB1801
 EB1801                          STATION RECOVERY (2001)
 EB1801
 EB1801'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1801'STATION IS LOCATED 3.0 MILES (4.8 KM) EAST SOUTHEAST OF NICHOLS, 26.5
 EB1801'MILES (42.6 KM) NORTH OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1801'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1801'803-737-1350.  TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 EB1801'U.S.  HIGHWAY 76 AND STATE HIGHWAY 9, 1.7 MILES (2.7 KM) SOUTHEAST OF
 EB1801'NICHOLS, GO SOUTHEAST ON HIGHWAY 9 FOR 1.0 MILE (1.6 KM) TO THE
 EB1801'JUNCTION OF STATE ROAD 23 , TURN LEFT ON ROAD 23 FOR 0.45 MILE (0.72
 EB1801'KM) TO A SAND ROAD RIGHT (BOGGY BRANCH ROAD) , TURN RIGHT ON THE SAND
 EB1801'ROAD FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT NEAR A POWER
 EB1801'POLE.  STATION IS A CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND
 EB1801'LEVEL WITH THE ROAD, 24.0 FEET (7.3 M) NORTH NORTHEAST OF THE CENTER
 EB1801'OF THE ROAD, 5.1 FEET (1.6 M) NORTH OF THE POWER POLE 5/CE48/BS, 10.4
 EB1801'FEET (3.2 M) NORTHEAST OF THE SOUTHEAST END OF A 1.5-FOOT CONCRETE
 EB1801'PIPE CULVERT BENEATH A FIELD ACCESS ROAD LEADING NORTHEAST, 5.2 FEET
 EB1801'(1.6 M) EAST NORTHEAST OF A 7-FOOT TALL POWER LINE STUB POLE, 5.5 FEET
 EB1801'(1.7 M) NORTH OF A WITNESS POST. NOTE-MARGINAL GPS SITE.  NOTE-STATION
 EB1801'IS NOT INTERVISIBLE WITH SURVEY STATION 026 095.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1873 ***********************************************************************
 EB1873  DESIGNATION -  026 096
 EB1873  PID         -  EB1873
 EB1873  STATE/COUNTY-  SC/HORRY
 EB1873  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1873
 EB1873                         *CURRENT SURVEY CONTROL
 EB1873  ___________________________________________________________________
 EB1873* NAD 83(2001)-  34 06 42.34891(N)    079 09 21.77667(W)     ADJUSTED  
 EB1873* NAVD 88     -        22.410  (meters)      73.52   (feet)  ADJUSTED  
 EB1873  ___________________________________________________________________
 EB1873  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 EB1873  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 EB1873  DYNAMIC HT  -          22.387 (meters)      73.45  (feet)  COMP
 EB1873  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 EB1873
 EB1873  HORZ ORDER  -  SECOND
 EB1873  VERT ORDER  -  FIRST     CLASS II
 EB1873
 EB1873.The horizontal coordinates were established by classical geodetic methods
 EB1873.and adjusted by the National Geodetic Survey in March 2004..
 EB1873
 EB1873.The orthometric height was determined by differential leveling
 EB1873.and adjusted by the National Geodetic Survey in June 1991..
 EB1873
 EB1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1873
 EB1873.The geoid height was determined by GEOID03.
 EB1873
 EB1873.The dynamic height is computed by dividing the NAVD 88
 EB1873.geopotential number by the normal gravity value computed on the
 EB1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1873.degrees latitude (g = 980.6199 gals.).
 EB1873
 EB1873.The modeled gravity was interpolated from observed gravity values.
 EB1873
 EB1873;                    North         East     Units Scale Factor Converg.
 EB1873;SPC SC       -   254,187.379   779,690.509   MT  0.99982338   +1 01 20.2
 EB1873;SPC SC       -   833,948.09  2,558,039.73   iFT  0.99982338   +1 01 20.2
 EB1873;UTM  17      - 3,776,083.311   670,072.513   MT  0.99995656   +1 02 03.7
 EB1873
 EB1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1873!SPC SC       -   1.00000177  x   0.99982338  =   0.99982515
 EB1873!UTM  17      -   1.00000177  x   0.99995656  =   0.99995833
 EB1873
 EB1873                          SUPERSEDED SURVEY CONTROL
 EB1873
 EB1873  NAD 83(1986)-  34 06 42.35695(N)    079 09 21.77975(W) AD(       ) 2
 EB1873  NAD 27      -  34 06 41.76516(N)    079 09 22.63035(W) AD(       ) 2
 EB1873  NGVD 29 (03/21/89)   22.717  (m)           74.53   (f) ADJUSTED    1 2
 EB1873
 EB1873.Superseded values are not recommended for survey control.
 EB1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1873.See file dsdata.txt to determine how the superseded data were derived.
 EB1873
 EB1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7007376083(NAD 83)
 EB1873_MARKER: DD = SURVEY DISK
 EB1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1873_SP_SET: CONCRETE POST
 EB1873_STAMPING: HORZ 026 096 1981
 EB1873_MARK LOGO: SCGS  
 EB1873_PROJECTION: RECESSED 10 CENTIMETERS
 EB1873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1873+STABILITY: SURFACE MOTION
 EB1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1873+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB1873
 EB1873  HISTORY     - Date     Condition        Report By
 EB1873  HISTORY     - 1981     MONUMENTED       MJH
 EB1873  HISTORY     - 1986     GOOD             SCGS
 EB1873  HISTORY     - 20011002 GOOD             SCGS
 EB1873
 EB1873                          STATION DESCRIPTION
 EB1873
 EB1873'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1873'13.4 KM (8.3 MI) SOUTH FROM NICHOLS.
 EB1873'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1873'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1873'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1873'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1873'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM (4.0
 EB1873'MI) SOUTHERLY ALONG ROAD 23 TO THE JUNCTION OF STATE ROAD 266 AND THE
 EB1873'CEDAR CREEK BAPTIST CHURCH, THENCE 6.35 KM (3.95 MI) SOUTHWESTERLY
 EB1873'ALONG ROAD 23, SET BETWEEN A BRICK HOUSE AND THE MOUNT PISGAH BAPTIST
 EB1873'CHURCH, 1.4 KM (0.9 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 917,
 EB1873'28.58 METERS (93.8 FT) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 28.4
 EB1873'METERS (93.2 FT) WEST NORTHWEST OF A POWER POLE, 16.93 METERS (55.5
 EB1873'FT) NORTH OF THE NORTH CORNER OF THE CHURCH, 11.73 METERS (38.5 FT)
 EB1873'SOUTHWEST OF THE WEST CORNER OF THE HOUSE.
 EB1873'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1873
 EB1873                          STATION RECOVERY (2001)
 EB1873
 EB1873'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1873'STATION IS LOCATED 8.55 MILES (13.76 KM) SOUTHEAST OF MULLINS, 20.0
 EB1873'MILES (32.2 KM) NORTH NORTHWEST OF CONWAY.  OWNERSHIP--MOUNT PISGAH
 EB1873'BAPTIST CHURCH, 535 NICHOLS HIGHWAY, MULLINS, SC 29574.  TO REACH THE
 EB1873'STATION FROM THE EAST JUNCTION OF STATE HIGHWAY 917 (PARK STREET) AND
 EB1873'U.S.  HIGHWAY 76 (MCKINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY
 EB1873'917 FOR 8.2 MILES (13.2 KM) TO THE JUNCTION OF STATE ROAD 23 (NICHOLS
 EB1873'HIGHWAY) , TURN RIGHT ON ROAD 23 FOR 0.85 MILE (1.37 KM) TO THE
 EB1873'STATION ON THE LEFT BETWEEN THE MOUNT PISGAH BAPTIST CHURCH AND A
 EB1873'BRICK HOUSE.  STATION IS A CONCRETE POST RECESSED 0.4 FOOT (12.2 CM)
 EB1873'AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 53.8 FEET (16.4 M) NORTH
 EB1873'NORTHEAST OF THE NORTH CORNER OF THE CHURCH, 92.7 FEET (28.3 M) WEST
 EB1873'NORTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 38.1
 EB1873'FEET (11.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK HOUSE,
 EB1873'93.8 FEET (28.6 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 84.9 FEET
 EB1873'(25.9 M) SOUTHEAST OF THE EAST END OF A 1.0-FOOT METAL PIPE CULVERT
 EB1873'BENEATH THE EAST GRASSY ENTRY AREA OF THE CHURCH. NOTE-STATION IS
 EB1873'INTERVISIBLE WITH SURVEY STATION 026 096 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1874 ***********************************************************************
 EB1874  DESIGNATION -  026 096 AZ MK
 EB1874  PID         -  EB1874
 EB1874  STATE/COUNTY-  SC/HORRY
 EB1874  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1874
 EB1874                         *CURRENT SURVEY CONTROL
 EB1874  ___________________________________________________________________
 EB1874* NAD 83(2001)-  34 06 32.10271(N)    079 09 27.64625(W)     ADJUSTED  
 EB1874* NAVD 88     -        22.446  (meters)      73.64   (feet)  ADJUSTED  
 EB1874  ___________________________________________________________________
 EB1874  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 EB1874  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 EB1874  DYNAMIC HT  -          22.424 (meters)      73.57  (feet)  COMP
 EB1874  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 EB1874
 EB1874  HORZ ORDER  -  SECOND
 EB1874  VERT ORDER  -  FIRST     CLASS II
 EB1874
 EB1874.The horizontal coordinates were established by classical geodetic methods
 EB1874.and adjusted by the National Geodetic Survey in March 2004..
 EB1874
 EB1874.The orthometric height was determined by differential leveling
 EB1874.and adjusted by the National Geodetic Survey in June 1991..
 EB1874
 EB1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1874
 EB1874.The geoid height was determined by GEOID03.
 EB1874
 EB1874.The dynamic height is computed by dividing the NAVD 88
 EB1874.geopotential number by the normal gravity value computed on the
 EB1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1874.degrees latitude (g = 980.6199 gals.).
 EB1874
 EB1874.The modeled gravity was interpolated from observed gravity values.
 EB1874
 EB1874;                    North         East     Units Scale Factor Converg.
 EB1874;SPC SC       -   253,869.093   779,545.756   MT  0.99982299   +1 01 17.0
 EB1874;SPC SC       -   832,903.85  2,557,564.82   iFT  0.99982299   +1 01 17.0
 EB1874;UTM  17      - 3,775,764.953   669,927.807   MT  0.99995596   +1 02 00.1
 EB1874
 EB1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1874!SPC SC       -   1.00000177  x   0.99982299  =   0.99982476
 EB1874!UTM  17      -   1.00000177  x   0.99995596  =   0.99995773
 EB1874
 EB1874                          SUPERSEDED SURVEY CONTROL
 EB1874
 EB1874  NAD 83(1986)-  34 06 32.11075(N)    079 09 27.64933(W) AD(       ) 2
 EB1874  NAD 27      -  34 06 31.51888(N)    079 09 28.50017(W) AD(       ) 2
 EB1874  NGVD 29 (03/21/89)   22.753  (m)           74.65   (f) ADJUSTED    1 2
 EB1874
 EB1874.Superseded values are not recommended for survey control.
 EB1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1874.See file dsdata.txt to determine how the superseded data were derived.
 EB1874
 EB1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6992875765(NAD 83)
 EB1874_MARKER: DD = SURVEY DISK
 EB1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1874_SP_SET: CONCRETE POST
 EB1874_STAMPING: AZ MK 026 - 096 1981
 EB1874_MARK LOGO: SCGS  
 EB1874_PROJECTION: RECESSED 7 CENTIMETERS
 EB1874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1874+STABILITY: SURFACE MOTION
 EB1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1874+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB1874
 EB1874  HISTORY     - Date     Condition        Report By
 EB1874  HISTORY     - 1981     MONUMENTED       MJH
 EB1874  HISTORY     - 1986     GOOD             SCGS
 EB1874  HISTORY     - 20011002 GOOD             SCGS
 EB1874
 EB1874                          STATION DESCRIPTION
 EB1874
 EB1874'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1874'13.7 KM (8.5 MI) SOUTH FROM NICHOLS.
 EB1874'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1874'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1874'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1874'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1874'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM
 EB1874'(4.0 MI) SOUTHERLY ALONG ROAD 23 TO THE JUNCTION OF STATE ROAD 266 AND
 EB1874'THE CEDAR CREEK BAPTIST CHURCH, THENCE 6.9 KM (4.3 MI) SOUTHWESTERLY
 EB1874'ALONG ROAD 23, SET IN THE SOUTHWEST ANGLE OF A SAND DRIVEWAY LEADING
 EB1874'TO A HOUSE, 0.4 KM (0.25 MI) SOUTH OF THE MOUNT PISGAH BAPTIST CHURCH,
 EB1874'34.9 METERS (114.5 FT) NORTH OF A POWER POLE WITH A TRANSFORMER,
 EB1874'8.0 METERS (26.2 FT) SOUTH SOUTHWEST OF THE CENTER  OF THE DRIVEWAY,
 EB1874'6.18 METERS (20.3 FT) WEST NORTHWEST OF THE CENTER OF THE ROAD,
 EB1874'5.35 METERS (17.6 FT) EAST NORTHEAST OF A 24 INCH PINE TREE.
 EB1874'THE MARK IS 3.2 METERS  ESE FROM  A WITNESS POST
 EB1874'THE MARK IS 0.30 M BELOW THE ROAD.
 EB1874
 EB1874                          STATION RECOVERY (2001)
 EB1874
 EB1874'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1874'STATION IS LOCATED 8.65 MILES (13.92 KM) SOUTHEAST OF MULLINS, 19.85
 EB1874'MILES (31.94 KM) NORTH NORTHWEST OF CONWAY.  OWNERSHIP--SCDOT,
 EB1874'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1874'803-737-1350.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE
 EB1874'HIGHWAY 917 (PARK STREET) AND U.S.  HIGHWAY 76 (MCKINTYRE STREET) IN
 EB1874'MULLINS, GO SOUTH ON HIGHWAY 917 FOR 8.2 MILES (13.2 KM) TO THE
 EB1874'JUNCTION OF STATE ROAD 23 (NICHOLS HIGHWAY) , TURN RIGHT ON ROAD 23
 EB1874'FOR 1.1 MILES (1.8 KM) TO THE STATION ON THE RIGHT NEAR A TELEPHONE
 EB1874'JUNCTION BOX OPPOSITE A WOODEN HOUSE NUMBER 685, 0.05 MILE (0.08 KM)
 EB1874'NORTH NORTHEAST OF A FORKED SAND ROAD RIGHT (GERALD ROAD) .  STATION
 EB1874'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM)
 EB1874'BELOW THE ROAD, 9.3 FEET (2.8 M) EAST NORTHEAST OF THE TELEPHONE
 EB1874'JUNCTION BOX NUMBER 3/77.6, 20.0 FEET (6.1 M) WEST NORTHWEST OF THE
 EB1874'CENTER OF THE ROAD, 68.5 FEET (20.9 M) SOUTH OF A POWER POLE NUMBER
 EB1874'42-1 WITH GUY WIRE, 108.8 FEET (33.2 M) SOUTHWEST OF A POWER POLE
 EB1874'NUMBER 12/42 WITH A TRANSFORMER AND GUY WIRE, 9.2 FEET (2.8 M) EAST
 EB1874'NORTHEAST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 EB1874'STATION 026 096.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2677 ***********************************************************************
 EB2677  DESIGNATION -  026 097
 EB2677  PID         -  EB2677
 EB2677  STATE/COUNTY-  SC/HORRY
 EB2677  USGS QUAD   -  FAIR BLUFF (1982)
 EB2677
 EB2677                         *CURRENT SURVEY CONTROL
 EB2677  ___________________________________________________________________
 EB2677* NAD 83(2001)-  34 15 32.07656(N)    079 02 08.67049(W)     ADJUSTED  
 EB2677* NAVD 88     -        32.1    (meters)     105.     (feet)  VERTCON   
 EB2677  ___________________________________________________________________
 EB2677  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 EB2677  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EB2677
 EB2677  HORZ ORDER  -  SECOND
 EB2677
 EB2677.The horizontal coordinates were established by classical geodetic methods
 EB2677.and adjusted by the National Geodetic Survey in March 2004..
 EB2677
 EB2677.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2677
 EB2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2677
 EB2677.The geoid height was determined by GEOID03.
 EB2677
 EB2677;                    North         East     Units Scale Factor Converg.
 EB2677;SPC SC       -   270,708.531   790,476.490   MT  0.99984646   +1 05 20.3
 EB2677;SPC SC       -   888,151.35  2,593,426.80   iFT  0.99984646   +1 05 20.3
 EB2677;UTM  17      - 3,792,609.598   680,855.873   MT  1.00000320   +1 06 21.8
 EB2677
 EB2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2677!SPC SC       -   1.00000028  x   0.99984646  =   0.99984674
 EB2677!UTM  17      -   1.00000028  x   1.00000320  =   1.00000348
 EB2677
 EB2677|---------------------------------------------------------------------|
 EB2677| PID    Reference Object                     Distance      Geod. Az  |
 EB2677|                                                           dddmmss.s |
 EB2677| EB2676 026 097 AZ MK                       343.506 METERS 17547     |
 EB2677| EB3120 026 097 RM 1                         19.516 METERS 25038     |
 EB2677| EB2678 PT 1 C                              294.018 METERS 27740     |
 EB2677|---------------------------------------------------------------------|
 EB2677
 EB2677                          SUPERSEDED SURVEY CONTROL
 EB2677
 EB2677  NAD 83(1986)-  34 15 32.08626(N)    079 02 08.67570(W) AD(       ) 2
 EB2677  NAD 27      -  34 15 31.49724(N)    079 02 09.52691(W) AD(       ) 2
 EB2677  NGVD 29 (07/19/86)   32.4    (m)          106.     (f) VERT ANG       
 EB2677
 EB2677.Superseded values are not recommended for survey control.
 EB2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2677.See file dsdata.txt to determine how the superseded data were derived.
 EB2677
 EB2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8085692610(NAD 83)
 EB2677_MARKER: DD = SURVEY DISK
 EB2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2677
 EB2677  HISTORY     - Date     Condition        Report By
 EB2677  HISTORY     - 1982     MONUMENTED       SCGS
 EB2677
 EB2677                          STATION DESCRIPTION
 EB2677
 EB2677'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB2677'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) EAST-SOUTHEAST OF
 EB2677'LAKEVIEW, ABOUT 8.0 KM (5.0 MI) NORTH OF FLOYDS, ABOUT 0.8 KM (0.5
 EB2677'MI) SOUTHWEST OF THE NORTH CAROLINA BORDER.  IN THE FRONT YARD OF THE
 EB2677'SPRING BRANCH CHURCH.
 EB2677'
 EB2677'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND COUNTY
 EB2677'HIGHWAYS 430 AND 44 IN FLOYDS, GO NORTHERLY ON HIGHWAY 44 FOR 5.6 KM
 EB2677'(3.5 MI) TO THE JUNCTION OF U.S. HIGHWAY 76.  TURN RIGHT AND GO
 EB2677'NORTHEAST ON U.S. HIGHWAY 76 FOR 3.0 KM (1.9 MI) TO SIDE ROAD RIGHT
 EB2677'AT A GAS STATION-STORE.  TURN RIGHT, GO EAST ON COUNTY HIGHWAY 72 FOR
 EB2677'0.5 KM (0.25 MI) TO THE JUNCTION OF HIGHWAY S-26-142 142 AND THE
 EB2677'SPRING BRANCH CHURCH AND STATION ON LEFT.
 EB2677'
 EB2677'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2677'---026 097 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 EB2677'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.2 METERS N FROM
 EB2677'THE CENTER OF HIGHWAY 72, 17.9 METERS E FROM THE TELEPHONE JUNCTION
 EB2677'BOX,  9.2 METERS E FROM THE BRICK CHURCH SIGN, AND 11.9 METERS SE
 EB2677'FROM THE INCH LIVE OAK TREE.
 EB2677'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2677'DISK STAMPED---026 097 1981---SET INTO AN IRREGULAR MASS OF
 EB2677'CONCRETE 1.3 METERS BELOW THE SURFACE.
 EB2677'
 EB2677'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2677'DISK STAMPED---026 097 1981 RM 1---SET INTO THE TOP OF A ROUND
 EB2677'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2677'6.9 METERS N FROM THE CENTER OF HIGHWAY 72,  9.1 METERS S FROM THE
 EB2677'TELEPHONE JUNCTION BOX, 10.2 METERS SW FROM THE BRICK CHURCH SIGN,
 EB2677'AND 15.6 METERS SW FROM THE INCH LIVE OAK TREE.
 EB2677'
 EB2677'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2677'STAMPED---026 097 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 EB2677'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.8
 EB2677'METERS W FROM THE CENTER OF HIGHWAY 142,  0.8 METERS N FROM THE METAL
 EB2677'WITNESS POST, AND  0.4 METERS N FROM THE FENCE CORNER POST.
 EB2677'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON PAVED ROAD FOR
 EB2677'(0.2 MI) 0.3 KM TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2676 ***********************************************************************
 EB2676  DESIGNATION -  026 097 AZ MK
 EB2676  PID         -  EB2676
 EB2676  STATE/COUNTY-  SC/HORRY
 EB2676  USGS QUAD   -  FAIR BLUFF (1982)
 EB2676
 EB2676                         *CURRENT SURVEY CONTROL
 EB2676  ___________________________________________________________________
 EB2676* NAD 83(2001)-  34 15 20.95863(N)    079 02 07.68381(W)     ADJUSTED  
 EB2676* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 EB2676  ___________________________________________________________________
 EB2676  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 EB2676  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EB2676
 EB2676  HORZ ORDER  -  SECOND
 EB2676
 EB2676.The horizontal coordinates were established by classical geodetic methods
 EB2676.and adjusted by the National Geodetic Survey in March 2004..
 EB2676
 EB2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2676
 EB2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2676
 EB2676.The geoid height was determined by GEOID03.
 EB2676
 EB2676;                    North         East     Units Scale Factor Converg.
 EB2676;SPC SC       -   270,366.548   790,508.236   MT  0.99984591   +1 05 20.9
 EB2676;SPC SC       -   887,029.36  2,593,530.96   iFT  0.99984591   +1 05 20.9
 EB2676;UTM  17      - 3,792,267.570   680,887.725   MT  1.00000334   +1 06 22.0
 EB2676
 EB2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2676!SPC SC       -   1.00000057  x   0.99984591  =   0.99984648
 EB2676!UTM  17      -   1.00000057  x   1.00000334  =   1.00000391
 EB2676
 EB2676                          SUPERSEDED SURVEY CONTROL
 EB2676
 EB2676  NAD 83(1986)-  34 15 20.96835(N)    079 02 07.68882(W) AD(       ) 2
 EB2676  NAD 27      -  34 15 20.37902(N)    079 02 08.54066(W) AD(       ) 2
 EB2676  NGVD 29 (07/19/86)   30.6    (m)          100.     (f) VERT ANG       
 EB2676
 EB2676.Superseded values are not recommended for survey control.
 EB2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2676.See file dsdata.txt to determine how the superseded data were derived.
 EB2676
 EB2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8088892268(NAD 83)
 EB2676_MARKER: DD = SURVEY DISK
 EB2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2676_SP_SET: CONCRETE POST
 EB2676_STAMPING: 026 097 1981 AZ MK
 EB2676_MARK LOGO: SCGS  
 EB2676_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2676+STABILITY: SURFACE MOTION
 EB2676
 EB2676  HISTORY     - Date     Condition        Report By
 EB2676  HISTORY     - 1981     MONUMENTED       SCGS
 EB2676  HISTORY     - 19930920 GOOD             SCGS
 EB2676
 EB2676                          STATION DESCRIPTION
 EB2676
 EB2676'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2676'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTH OF FLOYDS, 9.5 MILES
 EB2676'(15.3 KM) EAST SOUTHEAST OF LAKE VIEW. OWNERSHIP--SCDOT, DIRECTOR OF
 EB2676'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB2676'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB2676'76 AND STATE HIGHWAY 9 (SOUTH NICHOLS STREET) IN NICHOLS, GO EAST
 EB2676'SOUTHEAST ON HIGHWAYS 76 AND 9 FOR 1.65 MILES (2.66 KM) TO A FORK
 EB2676'LEFT (HIGHWAY 76 GOES EAST NORTHEAST), CONTINUE ON HIGHWAY 76 FOR 5.2
 EB2676'MILES (8.4 KM) TO THE JUNCTION OF STATE ROAD 72, TURN RIGHT ON ROAD
 EB2676'72 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 142, TURN
 EB2676'RIGHT ON ROAD 142 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT
 EB2676'NEAR A FENCE CORNER POST. STATION IS A CONCRETE POST FLUSH WITH THE
 EB2676'GROUND, 5.8 METERS (19.0 FT) WEST OF THE CENTER OF THE ROAD, 0.8
 EB2676'METER (2.6 FT) NORTH OF A WITNESS POST, 0.4 METER (1.3 FT) NORTH OF
 EB2676'THE FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1862 ***********************************************************************
 EB1862  DESIGNATION -  026 098
 EB1862  PID         -  EB1862
 EB1862  STATE/COUNTY-  SC/HORRY
 EB1862  USGS QUAD   -  NICHOLS (1980)
 EB1862
 EB1862                         *CURRENT SURVEY CONTROL
 EB1862  ___________________________________________________________________
 EB1862* NAD 83(2001)-  34 09 37.62178(N)    079 07 34.20118(W)     ADJUSTED  
 EB1862* NAVD 88     -        20.743  (meters)      68.05   (feet)  ADJUSTED  
 EB1862  ___________________________________________________________________
 EB1862  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 EB1862  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 EB1862  DYNAMIC HT  -          20.723 (meters)      67.99  (feet)  COMP
 EB1862  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 EB1862
 EB1862  HORZ ORDER  -  SECOND
 EB1862  VERT ORDER  -  FIRST     CLASS II
 EB1862
 EB1862.The horizontal coordinates were established by classical geodetic methods
 EB1862.and adjusted by the National Geodetic Survey in March 2004..
 EB1862
 EB1862.The orthometric height was determined by differential leveling
 EB1862.and adjusted by the National Geodetic Survey in June 1991..
 EB1862
 EB1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1862
 EB1862.The geoid height was determined by GEOID03.
 EB1862
 EB1862.The dynamic height is computed by dividing the NAVD 88
 EB1862.geopotential number by the normal gravity value computed on the
 EB1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1862.degrees latitude (g = 980.6199 gals.).
 EB1862
 EB1862.The modeled gravity was interpolated from observed gravity values.
 EB1862
 EB1862;                    North         East     Units Scale Factor Converg.
 EB1862;SPC SC       -   259,635.722   782,348.707   MT  0.99983028   +1 02 19.9
 EB1862;SPC SC       -   851,823.23  2,566,760.85   iFT  0.99983028   +1 02 19.9
 EB1862;UTM  17      - 3,781,532.987   672,729.851   MT  0.99996779   +1 03 08.8
 EB1862
 EB1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1862!SPC SC       -   1.00000204  x   0.99983028  =   0.99983232
 EB1862!UTM  17      -   1.00000204  x   0.99996779  =   0.99996983
 EB1862
 EB1862|---------------------------------------------------------------------|
 EB1862| PID    Reference Object                     Distance      Geod. Az  |
 EB1862|                                                           dddmmss.s |
 EB1862| EB1864 026 098 RM 1                         20.028 METERS 23142     |
 EB1862| EB1863 026 098 AZ MK                       423.073 METERS 2930858.8 |
 EB1862|---------------------------------------------------------------------|
 EB1862
 EB1862                          SUPERSEDED SURVEY CONTROL
 EB1862
 EB1862  NAD 83(1986)-  34 09 37.62985(N)    079 07 34.20431(W) AD(       ) 2
 EB1862  NAD 27      -  34 09 37.06025(N)    079 07 34.99484(W) AD(       ) 2
 EB1862  NGVD 29 (03/21/89)   21.051  (m)           69.06   (f) ADJUSTED    1 2
 EB1862
 EB1862.Superseded values are not recommended for survey control.
 EB1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1862.See file dsdata.txt to determine how the superseded data were derived.
 EB1862
 EB1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7273081533(NAD 83)
 EB1862_MARKER: DD = SURVEY DISK
 EB1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1862_SP_SET: CONCRETE POST
 EB1862_STAMPING: HORZ 026 - 098 1981
 EB1862_MARK LOGO: SCGS  
 EB1862_PROJECTION: RECESSED 7 CENTIMETERS
 EB1862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1862+STABILITY: SURFACE MOTION
 EB1862
 EB1862  HISTORY     - Date     Condition        Report By
 EB1862  HISTORY     - 1982     MONUMENTED       SCGS
 EB1862  HISTORY     - 1986     GOOD             SCGS
 EB1862  HISTORY     - 20010927 MARK NOT FOUND   SCGS
 EB1862
 EB1862                          STATION DESCRIPTION
 EB1862
 EB1862'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB1862'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF CEDAR CREEK ABOUT
 EB1862'9.3 KM (5.8 MI) SOUTH OF NICHOLS AT THE JUNCTION OF S-26-3 AND
 EB1862'S-26-266 IN THE SOUTHWEST LAWN OF THE CEDAR CREEK BAPTIST CHURCH.
 EB1862'
 EB1862'TO REACH THE STATION FROM THE JUNCTION OF SOUTH CAROLINA HIGHWAY 917
 EB1862'AND COUNTY ROUTE S-26-23, APPROXIMATELY 12.9 KM (8.0 MI) EAST OF
 EB1862'MULLINS, GO NORTH ON COUNTY ROUTE S-26-23 FOR 4.8 KM (3.0 MI) TO
 EB1862'CEDAR CREEK CHURCH ON THE RIGHT AND STATION.
 EB1862'
 EB1862'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1862'---026 098 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB1862'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 20.6 METERS NE FROM A
 EB1862'METAL WITNESS POST, 26.9 METERS SE FROM THE CENTER OF S-26-23,  6.2
 EB1862'METERS NW FROM THE NORTH CORNER OF THE SOUTHWEST WING OF THE
 EB1862'CHURCH, 27.9 METERS NNE FROM A GUYED POWER POLE, AND  2.9 METERS
 EB1862'SW FROM THE SOUTHWEST EDGE OF A SIDEWALK.
 EB1862'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1862'DISK STAMPED---026 098 1981---IMBEDDED IN THE GROUND 1.1 METERS
 EB1862'BELOW THE SURFACE.
 EB1862'
 EB1862'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1862'DISK STAMPED---RM 1 026 098 1981---SET INTO THE TOP OF A ROUND
 EB1862'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 12 CM BELOW THE GROUND
 EB1862'LOCATED 17.5 METERS W FROM THE WEST CORNER OF THE SOUTH WEST WING
 EB1862'OF CHURCH, 30.7 METERS SSE FROM THE CENTER OF S-26-23,  9.7
 EB1862'METERS SW FROM THE SOUTHWEST END OF A SIDEWALK, AND  0.8 METERS
 EB1862'NNE FROM A METAL WITNESS POST.
 EB1862'
 EB1862'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1862'STAMPED---026 098 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB1862'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  8.2 METERS
 EB1862'NE FROM THE CENTER OF A DIRT DRIVE, 11.0 METERS N FROM THE
 EB1862'CENTER OF THE DIRT ROAD,  3.8 METERS ESE FROM A 36 OAK TREE, AND  3.7
 EB1862'METERS S FROM A FENCE LINE NEXT TO 36 INCH OAK TREE.
 EB1862'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF S-26-33 AND S-26-266
 EB1862'AND A DIRT ROAD, GO NORTHWEST ON THE DIRT ROAD FOR 0.40 KM (0.25 MI)
 EB1862'TO THE MARK ON THE RIGHT.
 EB1862
 EB1862                          STATION RECOVERY (1986)
 EB1862
 EB1862'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1862'8.3 KM (5.15 MI) SSE FROM NICHOLS.
 EB1862'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1862'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1862'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1862'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1862'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM (4.0
 EB1862'MI) SOUTHERLY ALONG ROAD 23, SET NEAR THE NORTH CORNER OF THE
 EB1862'SOUTHWEST ADDITION OF THE CEDAR CREEK BAPTIST CHURCH, 27.0 METERS
 EB1862'(88.6 FT) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 27.78 METERS
 EB1862'(91.1 FT) WEST SOUTHWEST OF THE NORTH CORNER OF THE MAIN PORTION OF
 EB1862'THE CHURCH, 6.57 METERS (21.6 FT) NORTHWEST OF THE NORTH CORNER OF THE
 EB1862'SOUTHWEST ADDITION, 20.1 METERS (65.9 FT) EAST NORTHEAST OF SURVEY
 EB1862'MARK 026 098 RM 1 SCGS.
 EB1862'THE MARK IS 20.6 METERS  ENE FROM  A WITNESS POST
 EB1862'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1862
 EB1862                          STATION RECOVERY (2001)
 EB1862
 EB1862'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1862'NOT RECOVERED, A SEARCH WAS CONDUCTED 30 MINUTES WITH NO RESULTS,
 EB1862'MEASUREMENTS LED TO A CONCRETE PAD BENEATH A COVERED BRICK CARPORT,
 EB1862'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1863 ***********************************************************************
 EB1863  DESIGNATION -  026 098 AZ MK
 EB1863  PID         -  EB1863
 EB1863  STATE/COUNTY-  SC/HORRY
 EB1863  USGS QUAD   -  NICHOLS (1980)
 EB1863
 EB1863                         *CURRENT SURVEY CONTROL
 EB1863  ___________________________________________________________________
 EB1863* NAD 83(2001)-  34 09 43.01946(N)    079 07 49.38869(W)     ADJUSTED  
 EB1863* NAVD 88     -        18.464  (meters)      60.58   (feet)  ADJUSTED  
 EB1863  ___________________________________________________________________
 EB1863  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 EB1863  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EB1863  DYNAMIC HT  -          18.446 (meters)      60.52  (feet)  COMP
 EB1863  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 EB1863
 EB1863  HORZ ORDER  -  SECOND
 EB1863  VERT ORDER  -  FIRST     CLASS II
 EB1863
 EB1863.The horizontal coordinates were established by classical geodetic methods
 EB1863.and adjusted by the National Geodetic Survey in March 2004..
 EB1863
 EB1863.The orthometric height was determined by differential leveling
 EB1863.and adjusted by the National Geodetic Survey in June 1991..
 EB1863
 EB1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1863
 EB1863.The geoid height was determined by GEOID03.
 EB1863
 EB1863.The dynamic height is computed by dividing the NAVD 88
 EB1863.geopotential number by the normal gravity value computed on the
 EB1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1863.degrees latitude (g = 980.6199 gals.).
 EB1863
 EB1863.The modeled gravity was interpolated from observed gravity values.
 EB1863
 EB1863;                    North         East     Units Scale Factor Converg.
 EB1863;SPC SC       -   259,794.939   781,956.815   MT  0.99983051   +1 02 11.4
 EB1863;SPC SC       -   852,345.60  2,565,475.11   iFT  0.99983051   +1 02 11.4
 EB1863;UTM  17      - 3,781,692.133   672,337.867   MT  0.99996612   +1 03 00.4
 EB1863
 EB1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1863!SPC SC       -   1.00000240  x   0.99983051  =   0.99983291
 EB1863!UTM  17      -   1.00000240  x   0.99996612  =   0.99996852
 EB1863
 EB1863                          SUPERSEDED SURVEY CONTROL
 EB1863
 EB1863  NAD 83(1986)-  34 09 43.02752(N)    079 07 49.39182(W) AD(       ) 2
 EB1863  NAD 27      -  34 09 42.45852(N)    079 07 50.18165(W) AD(       ) 2
 EB1863  NGVD 29 (03/21/89)   18.772  (m)           61.59   (f) ADJUSTED    1 2
 EB1863
 EB1863.Superseded values are not recommended for survey control.
 EB1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1863.See file dsdata.txt to determine how the superseded data were derived.
 EB1863
 EB1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7233881692(NAD 83)
 EB1863_MARKER: DD = SURVEY DISK
 EB1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1863_SP_SET: CONCRETE POST
 EB1863_STAMPING: AZ MK 026 - 098 1981
 EB1863_MARK LOGO: SCGS  
 EB1863_PROJECTION: RECESSED 7 CENTIMETERS
 EB1863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1863+STABILITY: SURFACE MOTION
 EB1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1863+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 EB1863
 EB1863  HISTORY     - Date     Condition        Report By
 EB1863  HISTORY     - 1981     MONUMENTED       MJH
 EB1863  HISTORY     - 1986     GOOD             SCGS
 EB1863  HISTORY     - 20010927 GOOD             SCGS
 EB1863
 EB1863                          STATION DESCRIPTION
 EB1863
 EB1863'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1863'7.9 KM (4.9 MI) SSE FROM NICHOLS.
 EB1863'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1863'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1863'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1863'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1863'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM (4.0
 EB1863'MI) SOUTHERLY ALONG ROAD 23, THENCE 0.4 KM (0.25 MI) WEST NORTHWEST
 EB1863'ALONG A SAND ROAD, SET NEAR A LONE 34 INCH WATER OAK TREE ON THE
 EB1863'OUTSIDE OF A CURVE IN THE ROAD, 30.3 METERS (99.4 FT) EAST SOUTHEAST
 EB1863'OF THE EAST CORNER OF A DOUBLE-WIDE MOBILE HOME WITH A CONCRETE BLOCK
 EB1863'FOUNDATION, 10.35 METERS (34.0 FT) NORTH OF THE CENTER OF THE ROAD,
 EB1863'9.88 METERS (32.4 FT) WEST OF A POWER POLE 12-N3, 3.7 METERS (12.1 FT)
 EB1863'EAST SOUTHEAST OF THE TREE.
 EB1863'THE MARK IS 4.15 METERS  SSW FROM  A WITNESS POST
 EB1863'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1863
 EB1863                          STATION RECOVERY (2001)
 EB1863
 EB1863'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1863'STATION IS LOCATED 4.95 MILES (7.97 KM) SOUTH OF NICHOLS, 22.9 MILES
 EB1863'(36.9 KM) NORTH OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1863'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1863'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB1863'76 AND STATE HIGHWAY 9, 1.6 MILES (2.6 KM) EAST SOUTHEAST OF NICHOLS,
 EB1863'GO SOUTHEAST ON HIGHWAY 9 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF
 EB1863'STATE ROAD 23 (PLEASANTDALE ROAD LEFT AND NICHOLS HIGHWAY RIGHT) ,
 EB1863'TURN RIGHT ON ROAD 23 FOR 4.0 MILES (6.4 KM) TO THE JUNCTION OF STATE
 EB1863'ROAD 266 AND A REVERSE SAND ROAD RIGHT (M.W.  STROUD ROAD) , TURN
 EB1863'RIGHT ON THE SAND ROAD FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE
 EB1863'RIGHT BENEATH A LARGE WATER OAK TREE AT A CURVE IN THE ROAD. STATION
 EB1863'IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH THE ROAD,
 EB1863'14.1 FEET (4.3 M) SOUTH SOUTHEAST OF AN ELECTRIC FENCE LINE, 12.4 FEET
 EB1863'(3.8 M) EAST SOUTHEAST OF A 2.6-FOOT WATER OAK TREE, 32.0 FEET (9.8 M)
 EB1863'WEST OF A POWER POLE 12-N/3 WITH A TRANSFORMER WITH THREE GUY WIRES,
 EB1863'32.5 FEET (9.9 M) NORTH OF THE CENTER OF THE ROAD, 14.4 FEET (4.4 M)
 EB1863'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1864 ***********************************************************************
 EB1864  DESIGNATION -  026 098 RM 1
 EB1864  PID         -  EB1864
 EB1864  STATE/COUNTY-  SC/HORRY
 EB1864  USGS QUAD   -  NICHOLS (1980)
 EB1864
 EB1864                         *CURRENT SURVEY CONTROL
 EB1864  ___________________________________________________________________
 EB1864* NAD 83(1986)-  34 09 37.     (N)    079 07 34.     (W)     SCALED    
 EB1864* NAVD 88     -        20.492  (meters)      67.23   (feet)  ADJUSTED  
 EB1864  ___________________________________________________________________
 EB1864  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 EB1864  DYNAMIC HT  -          20.471 (meters)      67.16  (feet)  COMP
 EB1864  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 EB1864
 EB1864  VERT ORDER  -  FIRST     CLASS II
 EB1864
 EB1864.The horizontal coordinates were scaled from a topographic map and have
 EB1864.an estimated accuracy of +/- 6 seconds.
 EB1864
 EB1864.The orthometric height was determined by differential leveling
 EB1864.and adjusted by the National Geodetic Survey in June 1991..
 EB1864
 EB1864.The geoid height was determined by GEOID03.
 EB1864
 EB1864.The dynamic height is computed by dividing the NAVD 88
 EB1864.geopotential number by the normal gravity value computed on the
 EB1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1864.degrees latitude (g = 980.6199 gals.).
 EB1864
 EB1864.The modeled gravity was interpolated from observed gravity values.
 EB1864
 EB1864;                    North         East    Units  Estimated Accuracy
 EB1864;SPC SC       -   259,620.      782,350.      MT  (+/- 180 meters Scaled)
 EB1864
 EB1864                          SUPERSEDED SURVEY CONTROL
 EB1864
 EB1864  NGVD 29 (03/21/89)   20.799  (m)           68.24   (f) ADJUSTED    1 2
 EB1864
 EB1864.Superseded values are not recommended for survey control.
 EB1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1864.See file dsdata.txt to determine how the superseded data were derived.
 EB1864
 EB1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT727815(NAD 83)
 EB1864_MARKER: DD = SURVEY DISK
 EB1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1864_SP_SET: CONCRETE POST
 EB1864_STAMPING: RM 1 026 - 098 1981
 EB1864_MARK LOGO: SCGS  
 EB1864_PROJECTION: RECESSED 7 CENTIMETERS
 EB1864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1864+STABILITY: SURFACE MOTION
 EB1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1864+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 EB1864
 EB1864  HISTORY     - Date     Condition        Report By
 EB1864  HISTORY     - 1981     MONUMENTED       SCGS
 EB1864  HISTORY     - 1986     GOOD             SCGS
 EB1864  HISTORY     - 20010927 GOOD             SCGS
 EB1864
 EB1864                          STATION DESCRIPTION
 EB1864
 EB1864'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1864'8.3 KM (5.15 MI) SSE FROM NICHOLS.
 EB1864'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1864'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1864'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1864'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1864'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM (4.0
 EB1864'MI) SOUTHERLY ALONG ROAD 23, SET NEAR THE NORTH CORNER OF THE
 EB1864'SOUTHWEST ADDITION OF THE CEDAR CREEK BAPTIST CHURCH, 30.7 METERS
 EB1864'(100.7 FT) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 23.33 METERS
 EB1864'(76.5 FT) WEST SOUTHWEST OF THE NORTH CORNER OF THE ADDITION, 19.75
 EB1864'METERS (64.8 FT) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 2.3
 EB1864'METERS (7.6 FT) NORTH NORTHEAST OF AN 11-INCH SWEET GUM TREE.
 EB1864'THE MARK IS 0.43 METERS  ENE FROM  A WITNESS POST
 EB1864'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1864
 EB1864                          STATION RECOVERY (2001)
 EB1864
 EB1864'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1864'STATION IS LOCATED 5.15 MILES (8.29 KM) SOUTH SOUTHEAST OF NICHOLS,
 EB1864'22.8 MILES (36.7 KM) NORTH OF CONWAY.  OWNERSHIP--CEDAR CREEK BAPTIST
 EB1864'CHURCH, REVEREND-MICHAEL BROWN, 9375 BLACK CREEK ROAD, NICHOLS, SC
 EB1864'29581, PHONE 843-392-3888.  TO REACH THE STATION FROM THE JUNCTION OF
 EB1864'U.S.  HIGHWAY 76 AND STATE HIGHWAY 9, 1.6 MILES (2.6 KM) EAST
 EB1864'SOUTHEAST OF NICHOLS, GO SOUTHEAST ON HIGHWAY 9 FOR 1.0 MILE (1.6 KM)
 EB1864'TO THE JUNCTION OF STATE ROAD 23 (PLEASANTDALE ROAD LEFT AND NICHOLS
 EB1864'HIGHWAY RIGHT) , TURN RIGHT ON ROAD 23 FOR 4.0 MILES (6.4 KM) TO THE
 EB1864'STATION IN THE WEST SIDE YARD OF THE CEDAR CREEK BAPTIST CHURCH AND IN
 EB1864'THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 266 LEFT AND A SAND
 EB1864'ROAD RIGHT (M.W.  STROUD ROAD) .  STATION IS A CONCRETE POST RECESSED
 EB1864'0.6 FOOT (18.3 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 100.6 FEET
 EB1864'(30.7 M) SOUTH OF THE CENTER OF ROAD 23, 26.3 FEET (8.0 M) WEST
 EB1864'SOUTHWEST OF A POWER POLE WITH A SECURITY LIGHT, 39.9 FEET (12.2 M)
 EB1864'WEST SOUTHWEST OF THE SOUTHWEST BRICK COLUMN OF A BRICK CARPORT OF THE
 EB1864'CHURCH, 64.8 FEET (19.8 M) NORTH NORTHWEST OF A POWER POLE 12/110/1R
 EB1864'WITH A TRANSFORMER, 40.1 FEET (12.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1906 ***********************************************************************
 EB1906  DESIGNATION -  026 099
 EB1906  PID         -  EB1906
 EB1906  STATE/COUNTY-  SC/HORRY
 EB1906  USGS QUAD   -  DUFORD (1980)
 EB1906
 EB1906                         *CURRENT SURVEY CONTROL
 EB1906  ___________________________________________________________________
 EB1906* NAD 83(2001)-  34 08 19.80836(N)    079 03 34.91846(W)     ADJUSTED  
 EB1906* NAVD 88     -        22.445  (meters)      73.64   (feet)  ADJUSTED  
 EB1906  ___________________________________________________________________
 EB1906  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 EB1906  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EB1906  DYNAMIC HT  -          22.422 (meters)      73.56  (feet)  COMP
 EB1906  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 EB1906
 EB1906  HORZ ORDER  -  SECOND
 EB1906  VERT ORDER  -  FIRST     CLASS II
 EB1906
 EB1906.The horizontal coordinates were established by classical geodetic methods
 EB1906.and adjusted by the National Geodetic Survey in March 2004..
 EB1906
 EB1906.The orthometric height was determined by differential leveling
 EB1906.and adjusted by the National Geodetic Survey in June 1991..
 EB1906
 EB1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1906
 EB1906.The geoid height was determined by GEOID03.
 EB1906
 EB1906.The dynamic height is computed by dividing the NAVD 88
 EB1906.geopotential number by the normal gravity value computed on the
 EB1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1906.degrees latitude (g = 980.6199 gals.).
 EB1906
 EB1906.The modeled gravity was interpolated from observed gravity values.
 EB1906
 EB1906;                    North         East     Units Scale Factor Converg.
 EB1906;SPC SC       -   257,352.000   788,520.637   MT  0.99982713   +1 04 32.5
 EB1906;SPC SC       -   844,330.71  2,587,009.96   iFT  0.99982713   +1 04 32.5
 EB1906;UTM  17      - 3,779,250.376   678,903.261   MT  0.99999455   +1 05 21.1
 EB1906
 EB1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1906!SPC SC       -   1.00000180  x   0.99982713  =   0.99982893
 EB1906!UTM  17      -   1.00000180  x   0.99999455  =   0.99999635
 EB1906
 EB1906|---------------------------------------------------------------------|
 EB1906| PID    Reference Object                     Distance      Geod. Az  |
 EB1906|                                                           dddmmss.s |
 EB1906| EB1907 026 099 RM 1                         15.438 METERS 13033     |
 EB1906| EB1905 026 099 AZ MK                       339.890 METERS 32644     |
 EB1906|---------------------------------------------------------------------|
 EB1906
 EB1906                          SUPERSEDED SURVEY CONTROL
 EB1906
 EB1906  NAD 83(1986)-  34 08 19.81619(N)    079 03 34.92194(W) AD(       ) 2
 EB1906  NAD 27      -  34 08 19.21410(N)    079 03 35.78240(W) AD(       ) 2
 EB1906  NGVD 29 (03/21/89)   22.752  (m)           74.65   (f) ADJUSTED    1 2
 EB1906
 EB1906.Superseded values are not recommended for survey control.
 EB1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1906.See file dsdata.txt to determine how the superseded data were derived.
 EB1906
 EB1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7890379250(NAD 83)
 EB1906_MARKER: DD = SURVEY DISK
 EB1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1906_SP_SET: CONCRETE POST
 EB1906_STAMPING: HORZ 026 - 099 1981
 EB1906_MARK LOGO: SCGS  
 EB1906_PROJECTION: RECESSED 9 CENTIMETERS
 EB1906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1906+STABILITY: SURFACE MOTION
 EB1906
 EB1906  HISTORY     - Date     Condition        Report By
 EB1906  HISTORY     - 1982     MONUMENTED       SCGS
 EB1906  HISTORY     - 1986     GOOD             SCGS
 EB1906
 EB1906                          STATION DESCRIPTION
 EB1906
 EB1906'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB1906'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH-NORTHEAST OF
 EB1906'AYNOR, 7.2 KM (4.5 MI) WEST OF GREENSEA, AND 6.4 KM (4 MI) SOUTH OF
 EB1906'FLOYDS.
 EB1906'
 EB1906'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 917 AND
 EB1906'S-26-19, ABOUT 8.8 KM (5.5 MI) SOUTHWEST OF GREENSEA, GO NORTH ON
 EB1906'S-26-19 FOR 5.5 KM (3.45 MI) TO THE STATION ON THE RIGHT IN THE SOUTH
 EB1906'LAWN OF THE PROPERTY OF THE CARTWHEEL COMMUNITY CENTER.
 EB1906'
 EB1906'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1906'---026 099 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB1906'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  35.0 METERS  E FROM  OF
 EB1906'THE CENTER OF S-26-19,  16.15 METERS  NW FROM  OF THE FENCE NEXT TO
 EB1906'POND,  16.15 METERS  NN FROM WOF A METAL WITNESS POST, AND  10.2
 EB1906'METERS  SE FROM  OF A 16 INCH PINE TREE.
 EB1906'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1906'DISK STAMPED---026 099 1981---IMBEDDED IN THE GROUND 1.1 METERS
 EB1906'BELOW THE SURFACE.
 EB1906'
 EB1906'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1906'DISK STAMPED---RM 1 026 099 1981---SET INTO THE TOP OF A ROUND
 EB1906'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB1906'0.70 METERS NNW FROM A METAL WITNESS POST, 42.0 METERS NE FROM THE
 EB1906'THE CENTER OF S-26-19, AND  0.65 METERS NW FROM A FENCE.
 EB1906'
 EB1906'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1906'STAMPED---AZ MK 026 099 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB1906'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.70 METERS
 EB1906'S FROM A METAL WITNESS POST,  7.0 METERS E FROM THE CENTER OF
 EB1906'S-26-19, 80.9 METERS W FROM THE NORTHWEST CORNER OF THE HOUSE,
 EB1906'AND 42.65 METERS N FROM A GUARD POWER POLE.
 EB1906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST ON
 EB1906'S-26-19 FOR 0.3 KM (0.2 MI) TO THE MARK ON THE RIGHT.
 EB1906
 EB1906                          STATION RECOVERY (1986)
 EB1906
 EB1906'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1906'13.1 KM (8.15 MI) SE FROM NICHOLS.
 EB1906'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1906'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1906'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1906'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1906'9, THENCE 6.85 KM (4.25 MI) SOUTHERLY ALONG STATE ROAD 19, SET IN THE
 EB1906'SOUTH CORNER OF A FIELD OF THE CARTWHEEL COMMUNITY CENTER, 0.5 KM
 EB1906'(0.3 MI) NORTH NORTHWEST OF THE JUNCTION OF STATE ROAD 321,
 EB1906'34.49 METERS (113.2 FT) EAST NORTHEAST THE CENTER OF THE ROAD,
 EB1906'15.92 METERS (52.2 FT) NORTHWEST OF A CHAIN LINK FENCE AROUND A POND,
 EB1906'41.88 METERS (137.4 FT) NORTH NORTHEAST OF THE WEST CORNER OF THE
 EB1906'FENCE, 19.65 METERS (64.5 FT) WEST OF A FIVE-INCH MULTI-TRUNKED APPLE
 EB1906'TREE, 10.24 METERS (33.6 FT) SOUTHEAST OF THE SOUTHEAST ONE OF A GROUP
 EB1906'OF FIVE PINE TREES, 15.45 METERS (50.7 FT) NORTHWEST OF SURVEY MARK
 EB1906'026 099 RM 1 SCGS.
 EB1906'THE MARK IS 16.2 METERS  NW FROM  A WITNESS POST
 EB1906'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1905 ***********************************************************************
 EB1905  DESIGNATION -  026 099 AZ MK
 EB1905  PID         -  EB1905
 EB1905  STATE/COUNTY-  SC/HORRY
 EB1905  USGS QUAD   -  DUFORD (1980)
 EB1905
 EB1905                         *CURRENT SURVEY CONTROL
 EB1905  ___________________________________________________________________
 EB1905* NAD 83(2001)-  34 08 29.03076(N)    079 03 42.19716(W)     ADJUSTED  
 EB1905* NAVD 88     -        23.364  (meters)      76.65   (feet)  ADJUSTED  
 EB1905  ___________________________________________________________________
 EB1905  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 EB1905  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EB1905  DYNAMIC HT  -          23.341 (meters)      76.58  (feet)  COMP
 EB1905  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 EB1905
 EB1905  HORZ ORDER  -  SECOND
 EB1905  VERT ORDER  -  FIRST     CLASS II
 EB1905
 EB1905.The horizontal coordinates were established by classical geodetic methods
 EB1905.and adjusted by the National Geodetic Survey in March 2004..
 EB1905
 EB1905.The orthometric height was determined by differential leveling
 EB1905.and adjusted by the National Geodetic Survey in June 1991..
 EB1905
 EB1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1905
 EB1905.The geoid height was determined by GEOID03.
 EB1905
 EB1905.The dynamic height is computed by dividing the NAVD 88
 EB1905.geopotential number by the normal gravity value computed on the
 EB1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1905.degrees latitude (g = 980.6199 gals.).
 EB1905
 EB1905.The modeled gravity was interpolated from observed gravity values.
 EB1905
 EB1905;                    North         East     Units Scale Factor Converg.
 EB1905;SPC SC       -   257,632.568   788,328.889   MT  0.99982749   +1 04 28.5
 EB1905;SPC SC       -   845,251.21  2,586,380.87   iFT  0.99982749   +1 04 28.5
 EB1905;UTM  17      - 3,779,530.945   678,711.415   MT  0.99999371   +1 05 17.2
 EB1905
 EB1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1905!SPC SC       -   1.00000166  x   0.99982749  =   0.99982915
 EB1905!UTM  17      -   1.00000166  x   0.99999371  =   0.99999537
 EB1905
 EB1905                          SUPERSEDED SURVEY CONTROL
 EB1905
 EB1905  NAD 83(1986)-  34 08 29.03857(N)    079 03 42.20068(W) AD(       ) 2
 EB1905  NAD 27      -  34 08 28.43694(N)    079 03 43.06051(W) AD(       ) 2
 EB1905  NGVD 29 (03/21/89)   23.672  (m)           77.66   (f) ADJUSTED    1 2
 EB1905
 EB1905.Superseded values are not recommended for survey control.
 EB1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1905.See file dsdata.txt to determine how the superseded data were derived.
 EB1905
 EB1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7871179531(NAD 83)
 EB1905_MARKER: DD = SURVEY DISK
 EB1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1905_SP_SET: CONCRETE POST
 EB1905_STAMPING: AZ MK 026 - 099 1981
 EB1905_MARK LOGO: SCGS  
 EB1905_PROJECTION: RECESSED 3 CENTIMETERS
 EB1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1905+STABILITY: SURFACE MOTION
 EB1905
 EB1905  HISTORY     - Date     Condition        Report By
 EB1905  HISTORY     - 1981     MONUMENTED       MJH
 EB1905  HISTORY     - 1986     GOOD             SCGS
 EB1905
 EB1905                          STATION DESCRIPTION
 EB1905
 EB1905'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1905'12.8 KM (7.95 MI) SE FROM NICHOLS.
 EB1905'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1905'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1905'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1905'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1905'9, THENCE 6.5 KM (4.05 MI) SOUTHERLY ALONG STATE ROAD 19, SET NEAR THE
 EB1905'NORTHWEST CORNER OF THE YARD OF THE CARTWHEEL COMMUNITY CENTER, 0.8 KM
 EB1905'(0.5 MI) NORTH NORTHWEST OF THE JUNCTION STATE ROAD 321, 6.8 METERS
 EB1905'(22.3 FT) EAST NORTHEAST OF THE CENTER THE ROAD, 11.36 METERS
 EB1905'(37.3 FT) WEST OF A 27-INCH DOUBLE-TRUNKED MAPLE TREE, 72.32 METERS
 EB1905'(237.3 FT) NORTH NORTHWEST OF THE CENTER OF THE DRIVEWAY TO THE
 EB1905'COMMUNITY CENTER, 16.02 METERS (52.6 FT) SOUTH SOUTHEAST OF A 20-INCH
 EB1905'LIVE OAK TREE.
 EB1905'THE MARK IS 1.43 METERS  SE FROM  A WITNESS POST
 EB1905'THE MARK IS 0.1 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1907 ***********************************************************************
 EB1907  DESIGNATION -  026 099 RM 1
 EB1907  PID         -  EB1907
 EB1907  STATE/COUNTY-  SC/HORRY
 EB1907  USGS QUAD   -  DUFORD (1980)
 EB1907
 EB1907                         *CURRENT SURVEY CONTROL
 EB1907  ___________________________________________________________________
 EB1907* NAD 83(1986)-  34 08 20.     (N)    079 03 34.     (W)     SCALED    
 EB1907* NAVD 88     -        22.488  (meters)      73.78   (feet)  ADJUSTED  
 EB1907  ___________________________________________________________________
 EB1907  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EB1907  DYNAMIC HT  -          22.466 (meters)      73.71  (feet)  COMP
 EB1907  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 EB1907
 EB1907  VERT ORDER  -  FIRST     CLASS II
 EB1907
 EB1907.The horizontal coordinates were scaled from a topographic map and have
 EB1907.an estimated accuracy of +/- 6 seconds.
 EB1907
 EB1907.The orthometric height was determined by differential leveling
 EB1907.and adjusted by the National Geodetic Survey in June 1991..
 EB1907
 EB1907.The geoid height was determined by GEOID03.
 EB1907
 EB1907.The dynamic height is computed by dividing the NAVD 88
 EB1907.geopotential number by the normal gravity value computed on the
 EB1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1907.degrees latitude (g = 980.6199 gals.).
 EB1907
 EB1907.The modeled gravity was interpolated from observed gravity values.
 EB1907
 EB1907;                    North         East    Units  Estimated Accuracy
 EB1907;SPC SC       -   257,360.      788,540.      MT  (+/- 180 meters Scaled)
 EB1907
 EB1907                          SUPERSEDED SURVEY CONTROL
 EB1907
 EB1907  NGVD 29 (03/21/89)   22.796  (m)           74.79   (f) ADJUSTED    1 2
 EB1907
 EB1907.Superseded values are not recommended for survey control.
 EB1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1907.See file dsdata.txt to determine how the superseded data were derived.
 EB1907
 EB1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT789792(NAD 83)
 EB1907_MARKER: DD = SURVEY DISK
 EB1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1907_SP_SET: CONCRETE POST
 EB1907_STAMPING: RM 1 026 - 099 1981
 EB1907_MARK LOGO: SCGS  
 EB1907_PROJECTION: RECESSED 6 CENTIMETERS
 EB1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1907+STABILITY: SURFACE MOTION
 EB1907
 EB1907  HISTORY     - Date     Condition        Report By
 EB1907  HISTORY     - 1981     MONUMENTED       SCGS
 EB1907  HISTORY     - 1986     GOOD             SCGS
 EB1907
 EB1907                          STATION DESCRIPTION
 EB1907
 EB1907'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1907'13.1 KM (8.15 MI) SE FROM NICHOLS.
 EB1907'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1907'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1907'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1907'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1907'9, THENCE 6.85 KM (4.25 MI) SOUTHERLY ALONG STATE ROAD 19, SET NEAR A
 EB1907'CHAIN LINK FENCE AT THE SOUTH CORNER OF A FIELD OF THE CARTWHEEL
 EB1907'COMMUNITY CENTER, 0.5 KM (0.3 MI) NORTH NORTHWEST OF THE JUNCTION OF
 EB1907'STATE ROAD 321, 41.55 METERS (136.3 FT) EAST NORTHEAST OF THE CENTER
 EB1907'OF THE ROAD, 0.70 METERS (2.3 FT) NORTHWEST OF THE FENCE, 36.72 METERS
 EB1907'(120.5 FT) NORTHEAST OF THE WEST CORNER OF THE FENCE, 16.68 METERS
 EB1907'(54.7 FT) SOUTH OF A FIVE-INCH MULTI-TRUNKED APPLE TREE.
 EB1907'THE MARK IS 0.72 METERS  NW FROM  A WITNESS POST
 EB1907'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2708 ***********************************************************************
 EB2708  DESIGNATION -  034 001
 EB2708  PID         -  EB2708
 EB2708  STATE/COUNTY-  SC/MARION
 EB2708  USGS QUAD   -  NICHOLS (1980)
 EB2708
 EB2708                         *CURRENT SURVEY CONTROL
 EB2708  ___________________________________________________________________
 EB2708* NAD 83(2001)-  34 13 50.17392(N)    079 14 24.97247(W)     ADJUSTED  
 EB2708* NAVD 88     -        30.9    (meters)     101.     (feet)  VERTCON   
 EB2708  ___________________________________________________________________
 EB2708  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 EB2708  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 EB2708
 EB2708  HORZ ORDER  -  SECOND
 EB2708
 EB2708.The horizontal coordinates were established by classical geodetic methods
 EB2708.and adjusted by the National Geodetic Survey in March 2004..
 EB2708
 EB2708.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2708
 EB2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2708
 EB2708.The geoid height was determined by GEOID03.
 EB2708
 EB2708;                    North         East     Units Scale Factor Converg.
 EB2708;SPC SC       -   267,230.223   771,698.111   MT  0.99984151   +0 58 32.1
 EB2708;SPC SC       -   876,739.58  2,531,817.95   iFT  0.99984151   +0 58 32.1
 EB2708;UTM  17      - 3,789,125.706   662,076.220   MT  0.99992381   +0 59 24.4
 EB2708
 EB2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2708!SPC SC       -   1.00000039  x   0.99984151  =   0.99984190
 EB2708!UTM  17      -   1.00000039  x   0.99992381  =   0.99992420
 EB2708
 EB2708|---------------------------------------------------------------------|
 EB2708| PID    Reference Object                     Distance      Geod. Az  |
 EB2708|                                                           dddmmss.s |
 EB2708| EB2707 034 001 AZ MK                       239.623 METERS 11516     |
 EB2708| EB3121 034 001 RM 1                         35.946 METERS 11851     |
 EB2708| EB1814 MULLINS                             APPROX. 1.8 KM 1991648.1 |
 EB2708|---------------------------------------------------------------------|
 EB2708
 EB2708                          SUPERSEDED SURVEY CONTROL
 EB2708
 EB2708  NAD 83(1986)-  34 13 50.18213(N)    079 14 24.97560(W) AD(       ) 2
 EB2708  NAD 27      -  34 13 49.60627(N)    079 14 25.81051(W) AD(       ) 2
 EB2708  NGVD 29 (07/19/86)   31.2    (m)          102.     (f) VERT ANG       
 EB2708
 EB2708.Superseded values are not recommended for survey control.
 EB2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2708.See file dsdata.txt to determine how the superseded data were derived.
 EB2708
 EB2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6207689126(NAD 83)
 EB2708_MARKER: DD = SURVEY DISK
 EB2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2708_STAMPING: HORZ 034-001 1981
 EB2708_MARK LOGO: SCGS  
 EB2708_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2708+STABILITY: SURFACE MOTION
 EB2708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2708+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004
 EB2708
 EB2708  HISTORY     - Date     Condition        Report By
 EB2708  HISTORY     - 1981     MONUMENTED       SCGS
 EB2708  HISTORY     - 20010919 GOOD             SCGS
 EB2708  HISTORY     - 20040811 GOOD             USPSQD
 EB2708  HISTORY     - 20051110 POOR             USPSQD
 EB2708
 EB2708                          STATION DESCRIPTION
 EB2708
 EB2708'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB2708'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF MULLINS, ON ROAD RIGHT-
 EB2708'OF-WAY OF S-34-605.
 EB2708'
 EB2708'TO REACH THE STATION FROM THE JUNCTION OF MAIN AND FRONT STREETS IN
 EB2708'MULLINS AT A RAILROAD CROSSING, GO EAST ON FRONT STREET ALONG THE
 EB2708'NORTH SIDE OF RAILROAD TRACKS FOR 0.55 MILE TO EAST END STREET ON THE
 EB2708'LEFT.  TURN LEFT AND GO NORTH ON EAST END STREET FOR 0.3 MILE TO EAST
 EB2708'CHURCH STREET ON THE LEFT.  CONTINUE NORTH ON EAST END STREET FOR 0.3
 EB2708'MILE TO THE JUNCTION WITH S-34-147.  CONTINUE NORTH ON S-34-147 FOR
 EB2708'0.3 MILE TO A T-ROAD JUNCTION AND THE JUNCTION WITH S-34-60. TURN
 EB2708'RIGHT AND GO EAST ON S-34-60 FOR 1.1 MILES TO THE JUNCTION WITH
 EB2708'S-34-332 ON THE LEFT.  TURN LEFT AND GO NORTH ON S-34-332 FOR 0.6
 EB2708'MILE TO THE JUNCTION WITH S-34-603 ON THE LEFT.  TURN LEFT AND GO
 EB2708'WEST ON S-34-603 FOR 0.25 MILE TO A T-ROAD JUNCTION AND WHERE
 EB2708'S-34-603 TURNS RIGHT.  TURN RIGHT AND GO WESTERLY ON S-34-603 FOR
 EB2708'0.35 MILE PASSING CEMETARY ON THE LEFT TO THE JUNCTION WITH S-34-605
 EB2708'ON THE LEFT. TURN LEFT AND GO SOUTH ON S-34-605 FOR 0.1 MILE TO THE
 EB2708'STATION ON THE RIGHT.
 EB2708'
 EB2708'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2708'---034-001 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 EB2708'INCHES IN DIAMETER RECESSED 3 INCHES BELOW THE GROUND LOCATED 35.9
 EB2708'METERS SSE FROM POWER LINE POLE,  6.8 METERS SW FROM THE APPROXIMATE
 EB2708'CENTER OF ROAD, 36.9 METERS NNW FROM POWER LINE POLE, AND .600
 EB2708'METERS E FROM A WITNESS POST.
 EB2708'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2708'DISK STAMPED---034-001 1981---SET INTO AN IRREGULAR MASS OF
 EB2708'CONCRETE 1.1 METERS BELOW THE SURFACE.
 EB2708'
 EB2708'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2708'DISK STAMPED---034-001 1981 RM 1---SET INTO THE TOP OF A ROUND
 EB2708'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND
 EB2708'LOCATED  1.1 METERS N FROM A POWER LINE POLE AND  7.5 METERS SW FROM
 EB2708'THE APPROXIMATE CENTER OF ROAD.
 EB2708'
 EB2708'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED---
 EB2708'034-001 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2708'CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND LOCATED  .450 METERS
 EB2708'SEA FROM  METAL WITNESS POST, 11.9 N METERS A FROM  STOP SIGN AT
 EB2708'END OF ROAD, AND 7.9  METERS NE  FROM APPROXIMATE CENTER OF
 EB2708'TURNAROUND AT END OF ROAD.
 EB2708'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON PAVED
 EB2708'ROAD FOR 0.15 MILE TO END OF ROAD AND THE MARK ON THE LEFT.
 EB2708
 EB2708                          STATION RECOVERY (2001)
 EB2708
 EB2708'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2708'STATION IS LOCATED 1.9 MILES (3.1 KM) NORTH NORTHEAST OF MULLINS, 9.8
 EB2708'MILES (15.8 KM) EAST NORTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR
 EB2708'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB2708'803-737-1350.  TO REACH THE STATION FROM THE WESTERN JUNCTION OF STATE
 EB2708'HIGHWAYS 917/41 (SOUTH MAIN STREET) AND U.S.  HIGHWAY 76 (EAST
 EB2708'MCKINTYRE STREET) IN MULLINS, GO NORTH ON HIGHWAYS 917 AND 41 FOR 1.1
 EB2708'MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 60 (EAST DOGWOOD ROAD) ,
 EB2708'TURN RIGHT ON ROAD 60 FOR 0.6 MILE (1.0 KM) TO A DIRT ROAD (BILL GAUSE
 EB2708'ROAD) LEFT, TURN LEFT ON THE DIRT ROAD FOR 0.75 MILE (1.21 KM) TO A
 EB2708'DIRT ROAD (WINCHESTER ROAD) RIGHT, BEAR RIGHT ON THE DIRT ROAD FOR 0.2
 EB2708'MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 605 (WALNUT ROAD) , TURN
 EB2708'RIGHT ON ROAD 605 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT
 EB2708'ATOP A CUT-BANK MIDWAY BETWEEN TWO POWER POLES.  STATION IS A CONCRETE
 EB2708'POST RECESSED 0.3 FOOT (9.1 CM) AND 2.5 FEET (0.8 M) ABOVE THE ROAD,
 EB2708'22.6 FEET (6.9 M) SOUTHWEST OF THE CENTER OF THE ROAD, 123.6 FEET
 EB2708'(37.7 M) WEST NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 2 ACROSS
 EB2708'THE ROAD, 118.7 FEET (36.2 M) SOUTHEAST OF A POWER POLE C89/BS/3 WITH
 EB2708'A TRANSFORMER AND SECURITY LIGHT, 121.3 FEET (37.0 M) NORTHWEST OF A
 EB2708'POWER POLE C90 WITH A TRANSFORMER AND GUY WIRE, 1.0 FOOT (0.3 M)
 EB2708'NORTHEAST OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE WITH
 EB2708'SURVEY STATION 034 001 AZ MK.
 EB2708
 EB2708                          STATION RECOVERY (2004)
 EB2708
 EB2708'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2708'RECOVERED IN GOOD CONDITION.
 EB2708
 EB2708                          STATION RECOVERY (2005)
 EB2708
 EB2708'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2708'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2707 ***********************************************************************
 EB2707  DESIGNATION -  034 001 AZ MK
 EB2707  PID         -  EB2707
 EB2707  STATE/COUNTY-  SC/MARION
 EB2707  USGS QUAD   -  NICHOLS (1980)
 EB2707
 EB2707                         *CURRENT SURVEY CONTROL
 EB2707  ___________________________________________________________________
 EB2707* NAD 83(2001)-  34 13 46.85509(N)    079 14 16.50509(W)     ADJUSTED  
 EB2707* NAVD 88     -        28.2    (meters)      93.     (feet)  VERTCON   
 EB2707  ___________________________________________________________________
 EB2707  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 EB2707  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 EB2707
 EB2707  HORZ ORDER  -  SECOND
 EB2707
 EB2707.The horizontal coordinates were established by classical geodetic methods
 EB2707.and adjusted by the National Geodetic Survey in March 2004..
 EB2707
 EB2707.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2707
 EB2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2707
 EB2707.The geoid height was determined by GEOID03.
 EB2707
 EB2707;                    North         East     Units Scale Factor Converg.
 EB2707;SPC SC       -   267,131.683   771,916.493   MT  0.99984135   +0 58 36.8
 EB2707;SPC SC       -   876,416.28  2,532,534.43   iFT  0.99984135   +0 58 36.8
 EB2707;UTM  17      - 3,789,027.213   662,294.645   MT  0.99992469   +0 59 29.1
 EB2707
 EB2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2707!SPC SC       -   1.00000082  x   0.99984135  =   0.99984217
 EB2707!UTM  17      -   1.00000082  x   0.99992469  =   0.99992551
 EB2707
 EB2707                          SUPERSEDED SURVEY CONTROL
 EB2707
 EB2707  NAD 83(1986)-  34 13 46.86330(N)    079 14 16.50822(W) AD(       ) 2
 EB2707  NAD 27      -  34 13 46.28722(N)    079 14 17.34347(W) AD(       ) 2
 EB2707  NGVD 29 (07/19/86)   28.5    (m)           94.     (f) VERT ANG       
 EB2707
 EB2707.Superseded values are not recommended for survey control.
 EB2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2707.See file dsdata.txt to determine how the superseded data were derived.
 EB2707
 EB2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6229589027(NAD 83)
 EB2707_MARKER: DD = SURVEY DISK
 EB2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2707_SP_SET: CONCRETE POST
 EB2707_STAMPING: AZ MK 034-001 1981
 EB2707_MARK LOGO: SCGS  
 EB2707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2707+STABILITY: SURFACE MOTION
 EB2707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB2707+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004
 EB2707
 EB2707  HISTORY     - Date     Condition        Report By
 EB2707  HISTORY     - 1981     MONUMENTED       SCGS
 EB2707  HISTORY     - 19930920 GOOD             SCGS
 EB2707  HISTORY     - 20010919 GOOD             SCGS
 EB2707  HISTORY     - 20040811 GOOD             USPSQD
 EB2707  HISTORY     - 20051110 POOR             USPSQD
 EB2707
 EB2707                          STATION DESCRIPTION
 EB2707
 EB2707'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2707'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH OF MULLINS.
 EB2707'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB2707'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB2707'JUNCTION OF STATE HIGHWAYS 41, 917 AND U.S. HIGHWAY 76 IN MULLINS, GO
 EB2707'NORTH ON HIGHWAYS 41 AND 917 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION
 EB2707'OF STATE ROAD 60, TURN RIGHT ON ROAD 60 FOR 1.7 MILES (2.7 KM) TO THE
 EB2707'JUNCTION OF STATE ROAD 332, TURN LEFT ON ROAD 332 FOR 0.6 MILE
 EB2707'(1.0 KM) TO THE JUNCTION OF STATE ROAD 603, TURN LEFT ON ROAD 603 FOR
 EB2707'0.25 MILE (0.40 KM) TO A T-ROAD JUNCTION WHERE ROAD 603 TURNS RIGHT,
 EB2707'TURN RIGHT ON ROAD 603 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF
 EB2707'STATE ROAD 605, TURN LEFT ON ROAD 605 FOR 0.25 MILE (0.40 KM) TO THE
 EB2707'STATION ON THE LEFT. STATION IS A CONCRETE POST RECESSED 0.2 FOOT,
 EB2707'0.4 METER (1.3 FT) SOUTHEAST OF A WITNESS POST, 11.9 METERS
 EB2707'(39.0 FT) NORTH OF A STOP SIGN POST AT THE END OF THE ROAD, 7.9
 EB2707'METERS (25.9 FT) NORTHEAST OF THE CENTER OF THE TURNAROUND AT END OF
 EB2707'ROAD.
 EB2707
 EB2707                          STATION RECOVERY (2001)
 EB2707
 EB2707'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2707'STATION IS LOCATED 1.9 MILES (3.1 KM) NORTH NORTHEAST OF MULLINS, 9.9
 EB2707'MILES (15.9 KM) EAST NORTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR
 EB2707'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB2707'803-737-1350.  TO REACH THE STATION FROM THE WESTERN JUNCTION OF STATE
 EB2707'HIGHWAYS 917/41 (SOUTH MAIN STREET) AND U.S.  HIGHWAY 76 (EAST
 EB2707'MCKINTYRE STREET) IN MULLINS, GO NORTH ON HIGHWAYS 917 AND 41 FOR 1.1
 EB2707'MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 60 (EAST DOGWOOD ROAD) ,
 EB2707'TURN RIGHT ON ROAD 60 FOR 0.6 MILE (1.0 KM) TO A DIRT ROAD (BILL GAUSE
 EB2707'ROAD) LEFT, TURN LEFT ON THE DIRT ROAD FOR 0.75 MILE (1.21 KM) TO A
 EB2707'DIRT ROAD (WINCHESTER ROAD) RIGHT, BEAR RIGHT ON THE DIRT ROAD FOR 0.2
 EB2707'MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 605 (WALNUT ROAD) , TURN
 EB2707'RIGHT ON ROAD 605 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT
 EB2707'IN THE SHOULDER OF THE ROAD NEAR ITS TERMINUS.  STATION IS A CONCRETE
 EB2707'POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD,
 EB2707'14.5 FEET (4.4 M) NORTHEAST OF THE EXTENDED CENTER OF THE ROAD, 79.2
 EB2707'FEET (24.1 M) SOUTHEAST OF A POWER POLE XL495 WITH GUY WIRE, 30.0 FEET
 EB2707'(9.1 M) SOUTHEAST OF THE SOUTHEAST END OF A 1.3-FOOT METAL PIPE
 EB2707'CULVERT BENEATH A DRIVEWAY TO A MOBILE HOME, 109.0 FEET (33.2 M) SOUTH
 EB2707'SOUTHWEST OF THE SOUTH CORNER OF THE MOBILE HOME, 33.6 FEET (10.2 M)
 EB2707'NORTH NORTHWEST OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE
 EB2707'WITH SURVEY STATION 034 001.
 EB2707
 EB2707                          STATION RECOVERY (2004)
 EB2707
 EB2707'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2707'RECOVERED IN GOOD CONDITION.
 EB2707
 EB2707                          STATION RECOVERY (2005)
 EB2707
 EB2707'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2707'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1811 ***********************************************************************
 EB1811  DESIGNATION -  034 002
 EB1811  PID         -  EB1811
 EB1811  STATE/COUNTY-  SC/MARION
 EB1811  USGS QUAD   -  NICHOLS (1980)
 EB1811
 EB1811                         *CURRENT SURVEY CONTROL
 EB1811  ___________________________________________________________________
 EB1811* NAD 83(2001)-  34 12 01.85464(N)    079 14 02.24082(W)     ADJUSTED  
 EB1811* NAVD 88     -        30.216  (meters)      99.13   (feet)  ADJUSTED  
 EB1811  ___________________________________________________________________
 EB1811  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 EB1811  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 EB1811  DYNAMIC HT  -          30.187 (meters)      99.04  (feet)  COMP
 EB1811  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 EB1811
 EB1811  HORZ ORDER  -  SECOND
 EB1811  VERT ORDER  -  FIRST     CLASS II
 EB1811
 EB1811.The horizontal coordinates were established by classical geodetic methods
 EB1811.and adjusted by the National Geodetic Survey in March 2004..
 EB1811
 EB1811.The orthometric height was determined by differential leveling
 EB1811.and adjusted by the National Geodetic Survey in June 1991..
 EB1811
 EB1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1811
 EB1811.The geoid height was determined by GEOID03.
 EB1811
 EB1811.The dynamic height is computed by dividing the NAVD 88
 EB1811.geopotential number by the normal gravity value computed on the
 EB1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1811.degrees latitude (g = 980.6199 gals.).
 EB1811
 EB1811.The modeled gravity was interpolated from observed gravity values.
 EB1811
 EB1811;                    North         East     Units Scale Factor Converg.
 EB1811;SPC SC       -   263,903.543   772,336.725   MT  0.99983651   +0 58 44.7
 EB1811;SPC SC       -   865,825.27  2,533,913.14   iFT  0.99983651   +0 58 44.7
 EB1811;UTM  17      - 3,785,798.897   662,715.712   MT  0.99992637   +0 59 34.4
 EB1811
 EB1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1811!SPC SC       -   1.00000051  x   0.99983651  =   0.99983702
 EB1811!UTM  17      -   1.00000051  x   0.99992637  =   0.99992688
 EB1811
 EB1811|---------------------------------------------------------------------|
 EB1811| PID    Reference Object                     Distance      Geod. Az  |
 EB1811|                                                           dddmmss.s |
 EB1811| EB1812 034 002 RM 1                         20.354 METERS 27802     |
 EB1811| EB1813 034 002 AZ MK                       APPROX. 0.8 KM 3441826.0 |
 EB1811|---------------------------------------------------------------------|
 EB1811
 EB1811                          SUPERSEDED SURVEY CONTROL
 EB1811
 EB1811  NAD 83(1986)-  34 12 01.86287(N)    079 14 02.24390(W) AD(       ) 2
 EB1811  NAD 27      -  34 12 01.28406(N)    079 14 03.08219(W) AD(       ) 2
 EB1811  NGVD 29 (03/21/89)   30.524  (m)          100.14   (f) ADJUSTED    1 2
 EB1811
 EB1811.Superseded values are not recommended for survey control.
 EB1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1811.See file dsdata.txt to determine how the superseded data were derived.
 EB1811
 EB1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6271685799(NAD 83)
 EB1811_MARKER: DD = SURVEY DISK
 EB1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1811_SP_SET: CONCRETE POST
 EB1811_STAMPING: HORZ 034-002 1981
 EB1811_MARK LOGO: SCGS  
 EB1811_PROJECTION: RECESSED 6 CENTIMETERS
 EB1811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1811+STABILITY: SURFACE MOTION
 EB1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1811+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 EB1811
 EB1811  HISTORY     - Date     Condition        Report By
 EB1811  HISTORY     - 1981     MONUMENTED       SCGS
 EB1811  HISTORY     - 1986     GOOD             SCGS
 EB1811  HISTORY     - 20010829 GOOD             SCGS
 EB1811  HISTORY     - 20040811 GOOD             USPSQD
 EB1811  HISTORY     - 20051110 GOOD             USPSQD
 EB1811
 EB1811                          STATION DESCRIPTION
 EB1811
 EB1811'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB1811'THE STATION IS LOCATED ABOUT 1.0 MILE EAST OF THE CENTER OF MULLINS.
 EB1811'ABOUT 300 FEET WEST OF THE MULLINS E MUNTANK, STATION IS ON ROAD
 EB1811'RIGHT-OF-WAY.
 EB1811'
 EB1811'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 AND STATE
 EB1811'HIGHWAY 41 IN MULLINS, GO EASTERLY ON U.S. HIGHWAY 76 FOR 1.6 KM (1.0
 EB1811'MI) A MORTORY ON RIGHT, AND A SIDE ROAD LEFT, JUST BEFORE REACHING A
 EB1811'LARGE BUILDING, TURN LEFT, GO NORTHERLY ON PAVED ROAD FOR 0.2 KM
 EB1811'(0.15 MI) TO A SIDE ROAD RIGHT, TURN RIGHT, GO EASTERLY ON PAVED ROAD
 EB1811'FOR 0.2 KM (0.15 MI) TO STATION IN RIGHT AND A SIDE ROAD LEFT, JUST
 EB1811'BEFORE REACHING A LARGE WATER TANK.
 EB1811'
 EB1811'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1811'---034-002 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB1811'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.8 METERS S FROM
 EB1811'THE APPROXIMATE CENTER DIRT ROAD, 68.8 METERS N FROM A CYCLONE FENCE,
 EB1811'3.5 METERS W FROM A POWERLINE POLE, 0.6 METERS NE FROM A METAL
 EB1811'WITNESS POST, AND MARK IS ABOUT 300 FT WEST OF THE
 EB1811'MULLINS EAST MUNICIPAL WATER TANK.
 EB1811'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1811'DISK STAMPED---034-002 1981---SET INTO AN IRREGULAR MASS OF
 EB1811'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB1811'
 EB1811'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1811'DISK STAMPED---RM 1 034-002 1981---SET INTO THE TOP OF A ROUND
 EB1811'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB1811'54.9 METERS N FROM THE CYCLONE FENCE, 23.8 METERS W FROM THE
 EB1811'POWERLINE POLE,  9.4 METERS S FROM THE APPROXIMATE CENTER OF A
 EB1811'PAVED ROAD, AND 19.8 METERS W FROM THE WITNESS POST.
 EB1811'
 EB1811'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1811'STAMPED---034-002-AZ MK 1981 SET INTO THE TOP OF A ROUND CONCRETE MONU
 EB1811'12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.6 METERS S
 EB1811'FROM A PAVED DRIVEWAY TO A PARKING LOT,  8.5 METERS W FROM THE
 EB1811'THE APPROXIMATE CENTER OF A PAVED ROAD, AND  1.5 METERS E FROM THE
 EB1811'POWERLINE POLE NUMBERED 52.
 EB1811'TO REACH THE AZIMUTH MARK FROM TO REACH THE AZIMUTH FROM THE STATION,
 EB1811'GO NORTHERLY ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO MARK ON LEFT.
 EB1811
 EB1811                          STATION RECOVERY (1986)
 EB1811
 EB1811'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1811'1.8 KM (1.1 MI) EAST FROM MULLINS.
 EB1811'0.6 KM (0.4 MI) NORTH NORTHWEST ALONG STATE HIGHWAYS 41 AND 917 (SOUTH
 EB1811'MAIN STREET) FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE
 EB1811'STREET) IN MULLINS, THENCE 1.8 KM (1.1 MI) EAST NORTHEAST ALONG STATE
 EB1811'ROAD 41 (NORTHEAST FRONT STREET), THENCE 0.9 KM (0.55 MI) SOUTH
 EB1811'SOUTHEAST ALONG STATE ROAD 609 TO A T-JUNCTION (A SAND ROAD LEADING
 EB1811'EAST SOUTHEAST AND THE STATE ROAD LEADING WEST NORTHWEST), SET NEAR A
 EB1811'POWER POLE APPROXIMATELY (170.0 FT) WEST NORTHWEST OF THE ENTRANCE
 EB1811'GATE TO THE MULLINS WATER TANK, 3.65 METERS (12.0 FT) WEST NORTHWEST
 EB1811'OF THE POLE NUMBER 7 WITH TRANSFORMER, 10.55 METERS (34.6 FT) EAST
 EB1811'SOUTHEAST OF THE EXTENDED CENTER OF THE STATE ROAD LEADING NORTH
 EB1811'NORTHWEST, 7.35 METERS (24.1 FT) SOUTH SOUTHWEST OF THE CENTER OF THE
 EB1811'SAND ROAD.
 EB1811'THE MARK IS 0.45 METERS  NNE FROM  A WITNESS POST
 EB1811'THE MARK IS 0.2 M BELOW THE SAND ROAD.
 EB1811
 EB1811                          STATION RECOVERY (2001)
 EB1811
 EB1811'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1811'STATION IS LOCATED 1.2 MILES (1.9 KM) EAST SOUTHEAST OF MULLINS, 9.7
 EB1811'MILES (15.6 KM) EAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1811'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1811'803-737-1350.  TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE
 EB1811'HIGHWAY 917 (PARK STREET) AND U.S.  HIGHWAY 76 (EAST MCKINTYRE STREET)
 EB1811'IN MULLINS, GO EAST ON HIGHWAY 76 FOR 0.8 MILE (1.3 KM) TO THE
 EB1811'JUNCTION OF STATE ROAD 609 (DOUGLAS DRIVE) , TURN LEFT ON ROAD 609 FOR
 EB1811'0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE ON THE
 EB1811'SOUTHWEST SIDE OF THE JUNCTION OF A SAND ROAD AHEAD AND WHERE ROAD 609
 EB1811'TURNS LEFT AND THE STATION NEAR THE MULLINS WATER TANK.  STATION IS A
 EB1811'CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 1.0 FOOT (0.3 M) BELOW
 EB1811'THE ROAD, 22.2 FEET (6.8 M) SOUTH SOUTHWEST OF THE CENTER OF ROAD 609,
 EB1811'11.3 FEET (3.4 M) WEST NORTHWEST OF THE POWER POLE NUMBER 7, 170.6
 EB1811'FEET (52.0 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF A 6-FOOT HIGH
 EB1811'CHAIN LINK FENCE CORNER POST SURROUNDING THE MULLINS WATER TANK, 66.9
 EB1811'FEET (20.4 M) EAST SOUTHEAST OF SURVEY STATION 034 002 RM 1, 11.3 FEET
 EB1811'(3.4 M) WEST NORTHWEST OF A WITNESS POST.  NOTE-STATION IS CONSIDERED
 EB1811'MARGINAL FOR GPS OBSERVATIONS. NOTE-STATION IS INTERVISIBLE WITH
 EB1811'SURVEY STATION 034 002 AZ MK.
 EB1811
 EB1811                          STATION RECOVERY (2004)
 EB1811
 EB1811'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1811'RECOVERED IN GOOD CONDITION.
 EB1811
 EB1811                          STATION RECOVERY (2005)
 EB1811
 EB1811'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1813 ***********************************************************************
 EB1813  DESIGNATION -  034 002 AZ MK
 EB1813  PID         -  EB1813
 EB1813  STATE/COUNTY-  SC/MARION
 EB1813  USGS QUAD   -  NICHOLS (1980)
 EB1813
 EB1813                         *CURRENT SURVEY CONTROL
 EB1813  ___________________________________________________________________
 EB1813* NAD 83(2001)-  34 12 25.85648(N)    079 14 10.35731(W)     ADJUSTED  
 EB1813* NAVD 88     -        30.386  (meters)      99.69   (feet)  ADJUSTED  
 EB1813  ___________________________________________________________________
 EB1813  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 EB1813  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 EB1813  DYNAMIC HT  -          30.356 (meters)      99.59  (feet)  COMP
 EB1813  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 EB1813
 EB1813  HORZ ORDER  -  SECOND
 EB1813  VERT ORDER  -  FIRST     CLASS II
 EB1813
 EB1813.The horizontal coordinates were established by classical geodetic methods
 EB1813.and adjusted by the National Geodetic Survey in March 2004..
 EB1813
 EB1813.The orthometric height was determined by differential leveling
 EB1813.and adjusted by the National Geodetic Survey in June 1991..
 EB1813
 EB1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1813
 EB1813.The geoid height was determined by GEOID03.
 EB1813
 EB1813.The dynamic height is computed by dividing the NAVD 88
 EB1813.geopotential number by the normal gravity value computed on the
 EB1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1813.degrees latitude (g = 980.6199 gals.).
 EB1813
 EB1813.The modeled gravity was interpolated from observed gravity values.
 EB1813
 EB1813;                    North         East     Units Scale Factor Converg.
 EB1813;SPC SC       -   264,639.331   772,116.372   MT  0.99983760   +0 58 40.2
 EB1813;SPC SC       -   868,239.27  2,533,190.20   iFT  0.99983760   +0 58 40.2
 EB1813;UTM  17      - 3,786,534.697   662,495.161   MT  0.99992549   +0 59 30.5
 EB1813
 EB1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1813!SPC SC       -   1.00000048  x   0.99983760  =   0.99983808
 EB1813!UTM  17      -   1.00000048  x   0.99992549  =   0.99992597
 EB1813
 EB1813                          SUPERSEDED SURVEY CONTROL
 EB1813
 EB1813  NAD 83(1986)-  34 12 25.86470(N)    079 14 10.36040(W) AD(       ) 2
 EB1813  NAD 27      -  34 12 25.28660(N)    079 14 11.19785(W) AD(       ) 2
 EB1813  NGVD 29 (03/21/89)   30.694  (m)          100.70   (f) ADJUSTED    1 2
 EB1813
 EB1813.Superseded values are not recommended for survey control.
 EB1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1813.See file dsdata.txt to determine how the superseded data were derived.
 EB1813
 EB1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6249586535(NAD 83)
 EB1813_MARKER: DD = SURVEY DISK
 EB1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1813_SP_SET: CONCRETE POST
 EB1813_STAMPING: AZ MK 034 - 002 1981
 EB1813_MARK LOGO: SCGS  
 EB1813_PROJECTION: RECESSED 5 CENTIMETERS
 EB1813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1813+STABILITY: SURFACE MOTION
 EB1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1813+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 EB1813
 EB1813  HISTORY     - Date     Condition        Report By
 EB1813  HISTORY     - 1981     MONUMENTED       MJH
 EB1813  HISTORY     - 1986     GOOD             SCGS
 EB1813  HISTORY     - 20010829 GOOD             SCGS
 EB1813  HISTORY     - 20040811 GOOD             USPSQD
 EB1813  HISTORY     - 20051110 GOOD             USPSQD
 EB1813
 EB1813                          STATION DESCRIPTION
 EB1813
 EB1813'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1813'1.8 KM (1.1 MI) ENE FROM MULLINS.
 EB1813'0.6 KM (0.4 MI) NORTH NORTHWEST ALONG STATE HIGHWAYS 41 AND 917 (SOUTH
 EB1813'MAIN STREET) FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE
 EB1813'STREET) IN MULLINS, THENCE 1.8 KM (1.1 MI) EAST NORTHEAST ALONG STATE
 EB1813'ROAD 41 (NORTHEAST FRONT STREET), THENCE 0.2 KM (0.1 MI) SOUTH
 EB1813'SOUTHEAST ALONG STATE ROAD 609, SET NEAR A POWER POLE IN THE SOUTHWEST
 EB1813'ANGLE OF THE SOUTH ENTRANCE DRIVEWAY TO AN ABANDONED PAVED AREA, 1.63
 EB1813'METERS (5.4 FT) EAST SOUTHEAST OF POWER POLE NUMBER 52 WITH TWO GUY
 EB1813'WIRES, 10.25 METERS (33.6 FT) SOUTH SOUTHEAST OF THE CENTER OF THE
 EB1813'DRIVEWAY, 8.75 METERS (28.7 FT) WEST SOUTHWEST OF THE CENTER OF THE
 EB1813'ROAD, 139.46 METERS (457.6 FT) SOUTH SOUTHEAST OF THE SOUTH RAIL OF A
 EB1813'RAILROAD CROSSING.
 EB1813'THE MARK IS 1.46 METERS  ESE FROM  A WITNESS POST
 EB1813'THE MARK IS 0.2 M ABOVE THE ROAD.
 EB1813
 EB1813                          STATION RECOVERY (2001)
 EB1813
 EB1813'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1813'STATION IS LOCATED 1.1 MILES (1.8 KM) EAST OF MULLINS, 9.6 MILES (15.4
 EB1813'KM) EAST NORTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1813'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1813'803-737-1350.  TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE
 EB1813'HIGHWAY 917 (PARK STREET) AND U.S.  HIGHWAY 76 (EAST MCKINTYRE STREET)
 EB1813'IN MULLINS, GO EAST ON HIGHWAY 76 FOR 0.8 MILE (1.3 KM) TO THE
 EB1813'JUNCTION OF STATE ROAD 609 (DOUGLAS DRIVE) , TURN LEFT ON ROAD 609 FOR
 EB1813'0.8 MILE (1.3 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHEAST CORNER
 EB1813'OF THE PROGRESSIVE CHURCH OF LORD JESUS CHRIST, 0.1 MILE (0.2 KM)
 EB1813'SOUTH OF THE JUNCTION OF NORTHEAST FRONT STREET. STATION IS A CONCRETE
 EB1813'POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD,
 EB1813'28.8 FEET (8.8 M) WEST OF THE CENTER OF THE ROAD, 17.7 FEET (5.4 M)
 EB1813'NORTH NORTHWEST OF A 5-FOOT TALL WOODEN FENCE POST WITH ONE ELECTRIC
 EB1813'WIRE, 33.8 FEET (10.3 M) SOUTH OF THE CENTER OF THE SOUTHEAST ENTRANCE
 EB1813'DRIVE OF THE CHURCH, 5.5 FEET (1.7 M) EAST OF A POWER POLE 5/2/B5/BS
 EB1813'WITH TWO GUY WIRES, 290.2 FEET (88.5 M) SOUTH SOUTHEAST OF THE
 EB1813'SOUTHEAST CORNER OF THE CHURCH, 4.9 FEET (1.5 M) EAST OF A WITNESS
 EB1813'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 034 002.
 EB1813
 EB1813                          STATION RECOVERY (2004)
 EB1813
 EB1813'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1813'RECOVERED IN GOOD CONDITION.
 EB1813
 EB1813                          STATION RECOVERY (2005)
 EB1813
 EB1813'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1812 ***********************************************************************
 EB1812  DESIGNATION -  034 002 RM 1
 EB1812  PID         -  EB1812
 EB1812  STATE/COUNTY-  SC/MARION
 EB1812  USGS QUAD   -  NICHOLS (1980)
 EB1812
 EB1812                         *CURRENT SURVEY CONTROL
 EB1812  ___________________________________________________________________
 EB1812* NAD 83(1986)-  34 12 02.     (N)    079 14 02.     (W)     SCALED    
 EB1812* NAVD 88     -        30.495  (meters)     100.05   (feet)  ADJUSTED  
 EB1812  ___________________________________________________________________
 EB1812  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 EB1812  DYNAMIC HT  -          30.465 (meters)      99.95  (feet)  COMP
 EB1812  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 EB1812
 EB1812  VERT ORDER  -  FIRST     CLASS II
 EB1812
 EB1812.The horizontal coordinates were scaled from a topographic map and have
 EB1812.an estimated accuracy of +/- 6 seconds.
 EB1812
 EB1812.The orthometric height was determined by differential leveling
 EB1812.and adjusted by the National Geodetic Survey in June 1991..
 EB1812
 EB1812.The geoid height was determined by GEOID03.
 EB1812
 EB1812.The dynamic height is computed by dividing the NAVD 88
 EB1812.geopotential number by the normal gravity value computed on the
 EB1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1812.degrees latitude (g = 980.6199 gals.).
 EB1812
 EB1812.The modeled gravity was interpolated from observed gravity values.
 EB1812
 EB1812;                    North         East    Units  Estimated Accuracy
 EB1812;SPC SC       -   263,910.      772,340.      MT  (+/- 180 meters Scaled)
 EB1812
 EB1812                          SUPERSEDED SURVEY CONTROL
 EB1812
 EB1812  NGVD 29 (03/21/89)   30.803  (m)          101.06   (f) ADJUSTED    1 2
 EB1812
 EB1812.Superseded values are not recommended for survey control.
 EB1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1812.See file dsdata.txt to determine how the superseded data were derived.
 EB1812
 EB1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT627858(NAD 83)
 EB1812_MARKER: DD = SURVEY DISK
 EB1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1812_SP_SET: CONCRETE POST
 EB1812_STAMPING: RM 1 034 - 002 1981
 EB1812_MARK LOGO: SCGS  
 EB1812_PROJECTION: RECESSED 4 CENTIMETERS
 EB1812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1812+STABILITY: SURFACE MOTION
 EB1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1812+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 EB1812
 EB1812  HISTORY     - Date     Condition        Report By
 EB1812  HISTORY     - 1981     MONUMENTED       SCGS
 EB1812  HISTORY     - 1986     GOOD             SCGS
 EB1812  HISTORY     - 20010829 GOOD             SCGS
 EB1812  HISTORY     - 20040811 GOOD             USPSQD
 EB1812  HISTORY     - 20051110 GOOD             USPSQD
 EB1812
 EB1812                          STATION DESCRIPTION
 EB1812
 EB1812'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1812'1.8 KM (1.1 MI) EAST FROM MULLINS.
 EB1812'0.6 KM (0.4 MI) NORTH NORTHWEST ALONG STATE HIGHWAYS 41 AND 917 (SOUTH
 EB1812'MAIN STREET) FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE
 EB1812'STREET) IN MULLINS, THENCE 1.8 KM (1.1 MI) EAST NORTHEAST ALONG STATE
 EB1812'ROAD 41 (NORTHEAST FRONT STREET), THENCE 0.9 KM (0.55 MI) SOUTH
 EB1812'SOUTHEAST ALONG STATE ROAD 609 TO A T-JUNCTION (SAND ROAD LEADING EAST
 EB1812'SOUTHEAST AND THE STATE ROAD LEADING WEST NORTHWEST, SET AT THE
 EB1812'JUNCTION, 23.9 METERS (78.4 FT) WEST NORTHWEST OF A POWER POLE NUMBER
 EB1812'7 WITH TRANSFORMER, 31.79 METERS (104.3 FT) SOUTHEAST OF A POWER POLE
 EB1812'WITH GUY WIRE, 8.93 METERS (29.3 FT) SOUTH SOUTHWEST OF THE CENTER OF
 EB1812'THE PAVED ROAD LEADING WEST NORTHWEST, 20.4 METERS (66.9 FT) WEST
 EB1812'NORTHWEST OF SURVEY MARK 034 002 SCGS.
 EB1812'THE MARK IS 0.55 METERS  NNE FROM  A WITNESS POST
 EB1812'THE MARK IS 0.2 M BELOW THE ROAD.
 EB1812
 EB1812                          STATION RECOVERY (2001)
 EB1812
 EB1812'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1812'STATION IS LOCATED 1.2 MILES (1.9 KM) EAST SOUTHEAST OF MULLINS, 9.7
 EB1812'MILES (15.6 KM) EAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1812'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1812'803-737-1350.  TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE
 EB1812'HIGHWAY 917 (PARK STREET) AND U.S.  HIGHWAY 76 (EAST MCKINTYRE STREET)
 EB1812'IN MULLINS, GO EAST ON HIGHWAY 76 FOR 0.8 MILE (1.3 KM) TO THE
 EB1812'JUNCTION OF STATE ROAD 609 (DOUGLAS DRIVE) , TURN LEFT ON ROAD 609 FOR
 EB1812'0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A CONCRETE WATER
 EB1812'MARKER POST ON THE SOUTHWEST SIDE OF THE JUNCTION OF A SAND ROAD AHEAD
 EB1812'AND WHERE ROAD 609 TURNS LEFT.  STATION IS A CONCRETE POST RECESSED
 EB1812'0.5 FOOT (15.2 CM) AND 1.0 FOOT (0.3 M) BELOW THE ROAD, 28.0 FEET (8.5
 EB1812'M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 78.0 FEET (23.8 M) WEST
 EB1812'NORTHWEST OF A POWER POLE NUMBER 7, 9.2 FEET (2.8 M) SOUTH SOUTHEAST
 EB1812'OF A 3-FOOT TALL CONCRETE WATER VALVE MARKER POST, 66.9 FEET (20.4 M)
 EB1812'WEST NORTHWEST OF SURVEY STATION 034 002, 8.6 FEET (2.6 M) SOUTH
 EB1812'SOUTHEAST OF A WITNESS POST.
 EB1812
 EB1812                          STATION RECOVERY (2004)
 EB1812
 EB1812'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1812'RECOVERED IN GOOD CONDITION.
 EB1812
 EB1812                          STATION RECOVERY (2005)
 EB1812
 EB1812'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1823 ***********************************************************************
 EB1823  DESIGNATION -  034 003
 EB1823  PID         -  EB1823
 EB1823  STATE/COUNTY-  SC/MARION
 EB1823  USGS QUAD   -  NICHOLS (1980)
 EB1823
 EB1823                         *CURRENT SURVEY CONTROL
 EB1823  ___________________________________________________________________
 EB1823* NAD 83(2001)-  34 10 00.69966(N)    079 13 55.76626(W)     ADJUSTED  
 EB1823* NAVD 88     -        28.042  (meters)      92.00   (feet)  ADJUSTED  
 EB1823  ___________________________________________________________________
 EB1823  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 EB1823  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EB1823  DYNAMIC HT  -          28.014 (meters)      91.91  (feet)  COMP
 EB1823  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 EB1823
 EB1823  HORZ ORDER  -  SECOND
 EB1823  VERT ORDER  -  FIRST     CLASS II
 EB1823
 EB1823.The horizontal coordinates were established by classical geodetic methods
 EB1823.and adjusted by the National Geodetic Survey in March 2004..
 EB1823
 EB1823.The orthometric height was determined by differential leveling
 EB1823.and adjusted by the National Geodetic Survey in June 1991..
 EB1823
 EB1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1823
 EB1823.The geoid height was determined by GEOID03.
 EB1823
 EB1823.The dynamic height is computed by dividing the NAVD 88
 EB1823.geopotential number by the normal gravity value computed on the
 EB1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1823.degrees latitude (g = 980.6199 gals.).
 EB1823
 EB1823.The modeled gravity was interpolated from observed gravity values.
 EB1823
 EB1823;                    North         East     Units Scale Factor Converg.
 EB1823;SPC SC       -   260,174.431   772,566.280   MT  0.99983125   +0 58 48.3
 EB1823;SPC SC       -   853,590.65  2,534,666.27   iFT  0.99983125   +0 58 48.3
 EB1823;UTM  17      - 3,782,069.492   662,946.158   MT  0.99992730   +0 59 35.0
 EB1823
 EB1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1823!SPC SC       -   1.00000085  x   0.99983125  =   0.99983210
 EB1823!UTM  17      -   1.00000085  x   0.99992730  =   0.99992815
 EB1823
 EB1823|---------------------------------------------------------------------|
 EB1823| PID    Reference Object                     Distance      Geod. Az  |
 EB1823|                                                           dddmmss.s |
 EB1823| EB1824 034 003 RM 1                         27.737 METERS 01411     |
 EB1823| EB1825 034 003 AZ MK                       357.163 METERS 06624     |
 EB1823|---------------------------------------------------------------------|
 EB1823
 EB1823                          SUPERSEDED SURVEY CONTROL
 EB1823
 EB1823  NAD 83(1986)-  34 10 00.70762(N)    079 13 55.76912(W) AD(       ) 2
 EB1823  NAD 27      -  34 10 00.12408(N)    079 13 56.60982(W) AD(       ) 2
 EB1823  NGVD 29 (03/21/89)   28.349  (m)           93.01   (f) ADJUSTED    1 2
 EB1823
 EB1823.Superseded values are not recommended for survey control.
 EB1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1823.See file dsdata.txt to determine how the superseded data were derived.
 EB1823
 EB1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6294682069(NAD 83)
 EB1823_MARKER: DD = SURVEY DISK
 EB1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1823_SP_SET: CONCRETE POST
 EB1823_STAMPING: HORZ 034 - 003 1981
 EB1823_MARK LOGO: SCGS  
 EB1823_PROJECTION: FLUSH
 EB1823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1823+STABILITY: SURFACE MOTION
 EB1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1823+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB1823
 EB1823  HISTORY     - Date     Condition        Report By
 EB1823  HISTORY     - 1981     MONUMENTED       SCGS
 EB1823  HISTORY     - 1986     GOOD             SCGS
 EB1823  HISTORY     - 20010926 GOOD             SCGS
 EB1823  HISTORY     - 20040811 GOOD             USPSQD
 EB1823  HISTORY     - 20051115 GOOD             USPSQD
 EB1823
 EB1823                          STATION DESCRIPTION
 EB1823
 EB1823'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB1823'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH-SOUTHEAST OF
 EB1823'MULLINS AT WELCOME NAZERENE BAPTIST CHURCH IN THE CENTER OF THE
 EB1823'PARKING LOT ON THE EAST SIDE OF THE CHURCH (REV. WILSON GERALD).
 EB1823'
 EB1823'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 917 AND S-31
 EB1823'ABOUT 4.8 KM (3.0 MI) SOUTH-SOUTHEAST OF MULLINS, GO WEST ON COUNTY
 EB1823'ROUTE S-34-31 FOR 0.2 KM (0.15 MI) TO THE CHURCH ON THE RIGHT AND
 EB1823'STATION.
 EB1823'
 EB1823'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1823'---034 003 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB1823'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 15.5 METERS ESE FROM THE
 EB1823'THE NORTHEAST CORNER OF THE CHURCH, 29.4 METERS NW FROM THE
 EB1823'CENTER OF THE ROAD, 17.4 METERS W FROM A LONE 40 INCH OAK TREE, AND
 EB1823'28.8 METERS SSW FROM A METAL WITNESS POST.
 EB1823'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1823'DISK STAMPED---034 003 1981---IMBEDDED IN THE GROUND 1.1 METERS
 EB1823'BELOW THE SURFACE.
 EB1823'
 EB1823'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1823'DISK STAMPED---034 003 RM 1---SET INTO THE TOP OF A ROUND CONCRETE
 EB1823'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 32.8 METERS
 EB1823'NE FROM THE NORTHEAST CORNER OF THE CHURCH,  7.1 METERS SW FROM
 EB1823'THE SOUTHWEST CORNER OF THE TALMADGE REAVES HEAD STONE,
 EB1823'1.9 METERS WSW FROM AN 18 INCH SWEET GUM TREE, AND  1.0 METERS SW
 EB1823'FROM A METAL WITNESS POST.
 EB1823'
 EB1823'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1823'STAMPED---034 003 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB1823'MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND LOCATED
 EB1823'7.8 METERS SSE FROM THE CENTER OF THE ROAD,  1.0 METERS NNW FROM
 EB1823'A POWER POLE, 11.4 METERS E FROM THE SOUTHWEST END OF A BRICK
 EB1823'ENTRANCE STRUCTURE,  4.0 METERS N FROM THE SOUTHWEST END OF THE
 EB1823'WOODROW AND SMALL HEAD, AND FROM STONE.
 EB1823'TO REACH THE AZIMUTH MARK, GO
 EB1823'EAST-NORTHEAST ON S-26-31 FOR 0.1 KM (0.2 MI) TO THE MARK ON THE
 EB1823'RIGHT AT A CEMETARY.
 EB1823
 EB1823                          STATION RECOVERY (1986)
 EB1823
 EB1823'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1823'4.2 KM (2.6 MI) SE FROM MULLINS.
 EB1823'4.8 KM (3.0 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1823'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1823'HIGHWAY 917 IN MULLINS, THENCE 1.7 KM (1.05 MI) NORTHEASTERLY ALONG
 EB1823'STATE ROAD 31, SET NEAR A POWER POLE EAST NORTHEAST OF THE NAZARENE
 EB1823'BAPTIST CHURCH, 29.32 METERS (96.2 FT) NORTH NORTHWEST OF THE CENTER
 EB1823'OF THE ROAD, 8.4 METERS (27.6 FT) SOUTH OF THE POWER POLE WITH
 EB1823'SECURITY LIGHT, 17.45 METERS (57.2 FT) WEST OF A 38-INCH OAK TREE,
 EB1823'15.6 METERS (51.2 FT) EAST SOUTHEAST OF THE NORTH NORTHEAST CORNER OF
 EB1823'THE CHURCH.
 EB1823
 EB1823                          STATION RECOVERY (2001)
 EB1823
 EB1823'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1823'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTH SOUTHEAST OF MULLINS, 9.6
 EB1823'MILES (15.4 KM) EAST OF MARION.  OWNERSHIP--NAZARENE BAPTIST CHURCH,
 EB1823'REVEREND-CECIL BROMWELL, 2037 OLD STAGE ROAD, MULLINS, SC 29574, PHONE
 EB1823'843-464-1543.  TO REACH THE STATION FROM THE EAST JUNCTION OF U.S.
 EB1823'HIGHWAY 76 (MCKINTYRE STREET) AND STATE HIGHWAY 917 (PARK STREET) IN
 EB1823'MULLINS, GO SOUTH ON HIGHWAY 917 FOR 2.6 MILES (4.2 KM) TO THE
 EB1823'JUNCTION OF STATE ROAD 31 (OLD STAGE ROAD) , TURN RIGHT ON ROAD 31 FOR
 EB1823'0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN
 EB1823'THE YARD OF THE NAZARENE BAPTIST CHURCH.  STATION IS A CONCRETE POST
 EB1823'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 95.5 FEET
 EB1823'(29.1 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 37.1 FEET (11.3 M)
 EB1823'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK CHURCH EAST WING,
 EB1823'58.2 FEET (17.7 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE MAIN BRICK
 EB1823'CHURCH BUILDING, 27.8 FEET (8.5 M) SOUTH SOUTHWEST OF THE POWER POLE
 EB1823'WITH SECURITY LIGHT, 65.6 FEET (20.0 M) NORTH OF THE NORTHEAST CORNER
 EB1823'OF THE BRICK CHURCH SIGN, 91.2 FEET (27.8 M) SOUTH SOUTHWEST OF SURVEY
 EB1823'STATION O34 003 RM 1, 27.3 FEET (8.3 M) SOUTH SOUTHWEST OF A WITNESS
 EB1823'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 034 003 AZ MK.
 EB1823
 EB1823                          STATION RECOVERY (2004)
 EB1823
 EB1823'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1823'RECOVERED IN GOOD CONDITION.
 EB1823
 EB1823                          STATION RECOVERY (2005)
 EB1823
 EB1823'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1825 ***********************************************************************
 EB1825  DESIGNATION -  034 003 AZ MK
 EB1825  PID         -  EB1825
 EB1825  STATE/COUNTY-  SC/MARION
 EB1825  USGS QUAD   -  NICHOLS (1980)
 EB1825
 EB1825                         *CURRENT SURVEY CONTROL
 EB1825  ___________________________________________________________________
 EB1825* NAD 83(2001)-  34 10 05.33910(N)    079 13 42.98679(W)     ADJUSTED  
 EB1825* NAVD 88     -        24.995  (meters)      82.00   (feet)  ADJUSTED  
 EB1825  ___________________________________________________________________
 EB1825  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 EB1825  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EB1825  DYNAMIC HT  -          24.971 (meters)      81.93  (feet)  COMP
 EB1825  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 EB1825
 EB1825  HORZ ORDER  -  SECOND
 EB1825  VERT ORDER  -  FIRST     CLASS II
 EB1825
 EB1825.The horizontal coordinates were established by classical geodetic methods
 EB1825.and adjusted by the National Geodetic Survey in March 2004..
 EB1825
 EB1825.The orthometric height was determined by differential leveling
 EB1825.and adjusted by the National Geodetic Survey in June 1991..
 EB1825
 EB1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1825
 EB1825.The geoid height was determined by GEOID03.
 EB1825
 EB1825.The dynamic height is computed by dividing the NAVD 88
 EB1825.geopotential number by the normal gravity value computed on the
 EB1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1825.degrees latitude (g = 980.6199 gals.).
 EB1825
 EB1825.The modeled gravity was interpolated from observed gravity values.
 EB1825
 EB1825;                    North         East     Units Scale Factor Converg.
 EB1825;SPC SC       -   260,322.943   772,891.037   MT  0.99983144   +0 58 55.4
 EB1825;SPC SC       -   854,077.90  2,535,731.75   iFT  0.99983144   +0 58 55.4
 EB1825;UTM  17      - 3,782,218.092   663,270.913   MT  0.99992861   +0 59 42.3
 EB1825
 EB1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1825!SPC SC       -   1.00000133  x   0.99983144  =   0.99983277
 EB1825!UTM  17      -   1.00000133  x   0.99992861  =   0.99992994
 EB1825
 EB1825                          SUPERSEDED SURVEY CONTROL
 EB1825
 EB1825  NAD 83(1986)-  34 10 05.34703(N)    079 13 42.98966(W) AD(       ) 2
 EB1825  NAD 27      -  34 10 04.76320(N)    079 13 43.83053(W) AD(       ) 2
 EB1825  NGVD 29 (03/21/89)   25.303  (m)           83.01   (f) ADJUSTED    1 2
 EB1825
 EB1825.Superseded values are not recommended for survey control.
 EB1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1825.See file dsdata.txt to determine how the superseded data were derived.
 EB1825
 EB1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6327182218(NAD 83)
 EB1825_MARKER: DD = SURVEY DISK
 EB1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1825_SP_SET: CONCRETE POST
 EB1825_STAMPING: AZ MK 034 - 003 1981
 EB1825_MARK LOGO: SCGS  
 EB1825_PROJECTION: RECESSED 7 CENTIMETERS
 EB1825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1825+STABILITY: SURFACE MOTION
 EB1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1825+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB1825
 EB1825  HISTORY     - Date     Condition        Report By
 EB1825  HISTORY     - 1981     MONUMENTED       MJH
 EB1825  HISTORY     - 1986     GOOD             SCGS
 EB1825  HISTORY     - 20010926 GOOD             SCGS
 EB1825  HISTORY     - 20040812 GOOD             USPSQD
 EB1825  HISTORY     - 20051115 GOOD             USPSQD
 EB1825
 EB1825                          STATION DESCRIPTION
 EB1825
 EB1825'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1825'4.2 KM (2.6 MI) SE FROM MULLINS.
 EB1825'4.8 KM (3.0 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1825'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1825'HIGHWAY 917 IN MULLINS, THENCE 1.9 KM (1.2 MI) NORTHEASTERLY ALONG
 EB1825'STATE ROAD 31 TO THE JUNCTION OF STATE HIGHWAY 917, CONTINUE 0.1 KM
 EB1825'(0.05 MI) NORTHEAST ALONG ROAD 31, SET NEAR A POWER POLE BEFORE
 EB1825'REACHING THE ENTRANCE TO REDHILL MEMORIAL GARDENS CEMETARY, 1.16
 EB1825'METERS (3.8 FT) NORTHWEST OF THE POWER POLE, 19.0 METERS (62.3 FT)
 EB1825'WEST SOUTHWEST OF THE CENTER OF THE ENTRANCE DRIVEWAY, 7.94 METERS
 EB1825'(26.0 FT) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 11.42 METERS
 EB1825'(37.5 FT) WEST SOUTHWEST OF THE WEST NORTHWEST CORNER OF A BRICK
 EB1825'ENTRANCEWAY AT THE ENTRANCE.
 EB1825'THE MARK IS 0.96 METERS  NW FROM  A WITNESS POST
 EB1825'THE MARK IS 0.2 M ABOVE THE ROAD.
 EB1825
 EB1825                          STATION RECOVERY (2001)
 EB1825
 EB1825'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1825'STATION IS LOCATED 2.95 MILES (4.75 KM) SOUTH SOUTHEAST OF MULLINS,
 EB1825'9.6 MILES (15.4 KM) EAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1825'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1825'803-737-1350.  TO REACH THE STATION FROM THE EAST JUNCTION OF U.S.
 EB1825'HIGHWAY 76 (MCKINTYRE STREET) AND STATE HIGHWAY 917 (PARK STREET) IN
 EB1825'MULLINS, GO SOUTH ON HIGHWAY 917 FOR 2.6 MILES (4.2 KM) TO THE
 EB1825'JUNCTION OF STATE ROAD 31 (OLD STAGE ROAD) , TURN LEFT ON ROAD 31 FOR
 EB1825'0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE NEAR
 EB1825'THE MAIN ENTRANCE OF THE PERPETUAL CARE CEMETERY.  STATION IS A
 EB1825'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.5 FEET (0.5 M) ABOVE
 EB1825'THE ROAD, 26.3 FEET (8.0 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD,
 EB1825'4.1 FEET (1.2 M) NORTH NORTHWEST OF THE POWER POLE WITH A SCGS
 EB1825'REFERENCE WASHER ATTACHED, 37.3 FEET (11.4 M) WEST OF THE WEST CORNER
 EB1825'OF A BRICK ENTRANCE WALL OF THE CEMETERY, 63.3 FEET (19.3 M) NORTHEAST
 EB1825'OF THE NORTHEAST CORNER OF A POLISHED DARK GRAY GRANITE TOMBSTONE
 EB1825'(HARDY) , 3.3 FEET (1.0 M) NORTH NORTHWEST OF A WITNESS POST.
 EB1825'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 034 003.
 EB1825
 EB1825                          STATION RECOVERY (2004)
 EB1825
 EB1825'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1825'RECOVERED IN GOOD CONDITION.
 EB1825
 EB1825                          STATION RECOVERY (2005)
 EB1825
 EB1825'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1824 ***********************************************************************
 EB1824  DESIGNATION -  034 003 RM 1
 EB1824  PID         -  EB1824
 EB1824  STATE/COUNTY-  SC/MARION
 EB1824  USGS QUAD   -  NICHOLS (1980)
 EB1824
 EB1824                         *CURRENT SURVEY CONTROL
 EB1824  ___________________________________________________________________
 EB1824* NAD 83(1986)-  34 10 02.     (N)    079 13 56.     (W)     SCALED    
 EB1824* NAVD 88     -        27.878  (meters)      91.46   (feet)  ADJUSTED  
 EB1824  ___________________________________________________________________
 EB1824  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EB1824  DYNAMIC HT  -          27.851 (meters)      91.37  (feet)  COMP
 EB1824  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 EB1824
 EB1824  VERT ORDER  -  FIRST     CLASS II
 EB1824
 EB1824.The horizontal coordinates were scaled from a topographic map and have
 EB1824.an estimated accuracy of +/- 6 seconds.
 EB1824
 EB1824.The orthometric height was determined by differential leveling
 EB1824.and adjusted by the National Geodetic Survey in June 1991..
 EB1824
 EB1824.The geoid height was determined by GEOID03.
 EB1824
 EB1824.The dynamic height is computed by dividing the NAVD 88
 EB1824.geopotential number by the normal gravity value computed on the
 EB1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1824.degrees latitude (g = 980.6199 gals.).
 EB1824
 EB1824.The modeled gravity was interpolated from observed gravity values.
 EB1824
 EB1824;                    North         East    Units  Estimated Accuracy
 EB1824;SPC SC       -   260,210.      772,560.      MT  (+/- 180 meters Scaled)
 EB1824
 EB1824                          SUPERSEDED SURVEY CONTROL
 EB1824
 EB1824  NGVD 29 (03/21/89)   28.186  (m)           92.47   (f) ADJUSTED    1 2
 EB1824
 EB1824.Superseded values are not recommended for survey control.
 EB1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1824.See file dsdata.txt to determine how the superseded data were derived.
 EB1824
 EB1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT629821(NAD 83)
 EB1824_MARKER: DD = SURVEY DISK
 EB1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1824_SP_SET: CONCRETE POST
 EB1824_STAMPING: RM 1 034 - 003 1981
 EB1824_MARK LOGO: SCGS  
 EB1824_PROJECTION: FLUSH
 EB1824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1824+STABILITY: SURFACE MOTION
 EB1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1824+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB1824
 EB1824  HISTORY     - Date     Condition        Report By
 EB1824  HISTORY     - 1981     MONUMENTED       SCGS
 EB1824  HISTORY     - 1986     GOOD             SCGS
 EB1824  HISTORY     - 20010926 GOOD             SCGS
 EB1824  HISTORY     - 20040811 GOOD             USPSQD
 EB1824  HISTORY     - 20051115 GOOD             USPSQD
 EB1824
 EB1824                          STATION DESCRIPTION
 EB1824
 EB1824'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1824'4.2 KM (2.6 MI) SE FROM MULLINS.
 EB1824'4.8 KM (3.0 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1824'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1824'HIGHWAY 917 IN MULLINS, THENCE 1.7 KM (1.05 MI) NORTHEASTERLY ALONG
 EB1824'STATE ROAD 31, SET NEAR A SWEETGUM TREE NEAR THE NORTHWEST CORNER OF
 EB1824'THE CEMETARY OF THE NAZARENE BAPTIST CHURCH, 19.42 METERS (63.7 FT)
 EB1824'NORTH NORTHEAST OF A POWER POLE WITH SECURITY LIGHT, 1.9 METERS (6.2
 EB1824'FT) SOUTHWEST OF THE 16-INCH SWEETGUM TREE, 32.83 METERS (107.7 FT)
 EB1824'NORTHEAST OF THE NORTH NORTHEAST CORNER OF THE CHURCH, 27.7 METERS
 EB1824'(90.9 FT) NORTH NORTHWEST OF A 38-INCH OAK TREE, 27.74 METERS (91.0
 EB1824'FT) NORTH NORTHEAST OF SURVEY MARK 034 003 SCGS.
 EB1824'THE MARK IS 1.02 METERS  SSW FROM  A WITNESS POST
 EB1824
 EB1824                          STATION RECOVERY (2001)
 EB1824
 EB1824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1824'STATION IS LOCATED 2.9 MILES (4.7 KM) NORTH NORTHWEST OF MULLINS, 9.6
 EB1824'MILES (15.4 KM) EAST OF MARION.  OWNERSHIP--NAZARENE BAPTIST CHURCH,
 EB1824'REVEREND-CECIL BROMWELL, 2037 OLD STAGE ROAD, MULLINS, SC 29574, PHONE
 EB1824'843-464-1543.  TO REACH THE STATION FROM THE EAST JUNCTION OF U.S.
 EB1824'HIGHWAY 76 (MCKINTYRE STREET) AND STATE HIGHWAY 917 (PARK STREET) IN
 EB1824'MULLINS, GO SOUTH ON HIGHWAY 917 FOR 2.6 MILES (4.2 KM) TO THE
 EB1824'JUNCTION OF STATE ROAD 31 (OLD STAGE ROAD) , TURN RIGHT ON ROAD 31 FOR
 EB1824'0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR THE LUTHER GERALD
 EB1824'TOMBSTONE NORTHEAST OF THE EAST WING OF THE NAZARENE BAPTIST CHURCH.
 EB1824'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT
 EB1824'(15.2 CM) ABOVE THE ROAD, 91.2 FEET (27.8 M) NORTH NORTHEAST OF SURVEY
 EB1824'STATION 034 003, 64.6 FEET (19.7 M) NORTHEAST OF THE SOUTHEAST CORNER
 EB1824'OF THE BRICK CHURCH EAST WING, 56.6 FEET (17.3 M) EAST NORTHEAST OF
 EB1824'THE NORTHEAST CORNER OF THE BRICK CHURCH EAST WING, 9.5 FEET (2.9 M)
 EB1824'SOUTH OF THE SOUTHWEST CORNER OF THE TOMBSTONE, 63.6 FEET (19.4 M)
 EB1824'NORTH NORTHEAST OF A POWER POLE WITH A SECURITY LIGHT, 63.9 FEET (19.5
 EB1824'M) NORTH NORTHEAST OF A WITNESS POST.
 EB1824
 EB1824                          STATION RECOVERY (2004)
 EB1824
 EB1824'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1824'RECOVERED IN GOOD CONDITION.
 EB1824
 EB1824                          STATION RECOVERY (2005)
 EB1824
 EB1824'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1826 ***********************************************************************
 EB1826  DESIGNATION -  034 004
 EB1826  PID         -  EB1826
 EB1826  STATE/COUNTY-  SC/MARION
 EB1826  USGS QUAD   -  MULLINS (1981)
 EB1826
 EB1826                         *CURRENT SURVEY CONTROL
 EB1826  ___________________________________________________________________
 EB1826* NAD 83(2001)-  34 08 48.41903(N)    079 15 09.60682(W)     ADJUSTED  
 EB1826* NAVD 88     -        28.227  (meters)      92.61   (feet)  ADJUSTED  
 EB1826  ___________________________________________________________________
 EB1826  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 EB1826  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 EB1826  DYNAMIC HT  -          28.199 (meters)      92.52  (feet)  COMP
 EB1826  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 EB1826
 EB1826  HORZ ORDER  -  SECOND
 EB1826  VERT ORDER  -  FIRST     CLASS II
 EB1826
 EB1826.The horizontal coordinates were established by classical geodetic methods
 EB1826.and adjusted by the National Geodetic Survey in March 2004..
 EB1826
 EB1826.The orthometric height was determined by differential leveling
 EB1826.and adjusted by the National Geodetic Survey in June 1991..
 EB1826
 EB1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1826
 EB1826.The geoid height was determined by GEOID03.
 EB1826
 EB1826.The dynamic height is computed by dividing the NAVD 88
 EB1826.geopotential number by the normal gravity value computed on the
 EB1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1826.degrees latitude (g = 980.6199 gals.).
 EB1826
 EB1826.The modeled gravity was interpolated from observed gravity values.
 EB1826
 EB1826;                    North         East     Units Scale Factor Converg.
 EB1826;SPC SC       -   257,915.821   770,713.303   MT  0.99982827   +0 58 07.4
 EB1826;SPC SC       -   846,180.52  2,528,586.95   iFT  0.99982827   +0 58 07.4
 EB1826;UTM  17      - 3,779,810.262   661,093.506   MT  0.99991990   +0 58 51.7
 EB1826
 EB1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1826!SPC SC       -   1.00000082  x   0.99982827  =   0.99982909
 EB1826!UTM  17      -   1.00000082  x   0.99991990  =   0.99992072
 EB1826
 EB1826:                Primary Azimuth Mark                     Grid Az
 EB1826:SPC SC       -  034 004 AZ MK                            221 40 36.7
 EB1826:UTM  17      -  034 004 AZ MK                            221 39 52.4
 EB1826
 EB1826|---------------------------------------------------------------------|
 EB1826| PID    Reference Object                     Distance      Geod. Az  |
 EB1826|                                                           dddmmss.s |
 EB1826| EB1828 034 004 AZ MK                       409.557 METERS 2223844.1 |
 EB1826| EB1827 034 004 RM 1                         18.876 METERS 23553     |
 EB1826|---------------------------------------------------------------------|
 EB1826
 EB1826                          SUPERSEDED SURVEY CONTROL
 EB1826
 EB1826  NAD 83(1986)-  34 08 48.42691(N)    079 15 09.60998(W) AD(       ) 2
 EB1826  NAD 27      -  34 08 47.84366(N)    079 15 10.45253(W) AD(       ) 2
 EB1826  NGVD 29 (03/21/89)   28.535  (m)           93.62   (f) ADJUSTED    1 2
 EB1826
 EB1826.Superseded values are not recommended for survey control.
 EB1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1826.See file dsdata.txt to determine how the superseded data were derived.
 EB1826
 EB1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6109479810(NAD 83)
 EB1826_MARKER: DD = SURVEY DISK
 EB1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1826_SP_SET: CONCRETE POST
 EB1826_STAMPING: HORZ 034 - 004 1981
 EB1826_MARK LOGO: SCGS  
 EB1826_PROJECTION: FLUSH
 EB1826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1826+STABILITY: SURFACE MOTION
 EB1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1826+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB1826
 EB1826  HISTORY     - Date     Condition        Report By
 EB1826  HISTORY     - 1981     MONUMENTED       SCGS
 EB1826  HISTORY     - 1986     GOOD             SCGS
 EB1826  HISTORY     - 20010920 GOOD             SCGS
 EB1826  HISTORY     - 20040812 GOOD             USPSQD
 EB1826  HISTORY     - 20051115 GOOD             USPSQD
 EB1826
 EB1826                          STATION DESCRIPTION
 EB1826
 EB1826'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB1826'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF MULLINS, ON THE SIDE OF
 EB1826'STATE HIGHWAY 41 AND IS HIGHWAY RIGHT-OF-WAY.  CONTACT-  MR. GEORGE
 EB1826'WEATHERS, PRE-CONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 EB1826'29202, PHONE (803)758-3414.
 EB1826'
 EB1826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 AND STATE
 EB1826'HIGHWAYS 917 AND 41 IN MULLINS, GO SOUTHERLY ON STATE HIGHWAY 41 FOR
 EB1826'4.9 KM (3.05 MI) TO THE JUNCTION OF STATE HIGHWAY 41, 31, AND 19,
 EB1826'CONTINUE SOUTHERLY ON STATE HIGHWAY 41 FOR 1.3 KM (0.8 MI) TO A SIDE
 EB1826'ROAD LEFT AND THE STATION ON LEFT.  DESCRIBED BY R. D. SVEUM.
 EB1826'
 EB1826'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1826'---034-004 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 EB1826'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 14.8 METERS SE FROM
 EB1826'FROM APPROXIMATE CENTER OF STATE HIGHWAY 41, 19.5 METERS SW FROM
 EB1826'APPROXIMATE CENTER OF FIELD ENTRANCE ROAD,  6.1 METERS NE FROM
 EB1826'APPROXIMATE CENTER OF DIRT ROAD,  1.7 METERS W FROM THE POWERLINE
 EB1826'POLE, AND  0.8 METERS SW FROM THE METAL WITNESS POST.
 EB1826'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1826'DISK STAMPED---034-004 1981---SET INTO AN IRREGULAR MASS OF
 EB1826'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB1826'
 EB1826'REFERENCE MARK NO. 1 IS A STANDARD SCGS DISK STAMPED
 EB1826'---034-004 RM 1 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EB1826'12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.4 METERS SE
 EB1826'FROM APPROXIMATE CENTER OF DIRT ROAD, 16.3 METERS N FROM THE
 EB1826'POWERLINE POLE IN FIELD, AND  6.7 METERS SE FROM APPROXIMATE
 EB1826'CENTER OF STATE HIGHWAY 41.
 EB1826'
 EB1826'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED
 EB1826'---034-004 1981 AZMK---SET INTO THE TOP OF A ROUND CONCRETE
 EB1826'MONUMENT  30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.8 METERS
 EB1826'E FROM POWERLINE POLE, 10.1 METERS S FROM CENTER OF STATE HIGHWAY 41,
 EB1826'AND 17.5 METERS SW FROM MAILBOX.
 EB1826'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 EB1826'HIGHWAY 41 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EB1826
 EB1826                          STATION RECOVERY (1986)
 EB1826
 EB1826'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1826'6.0 KM (3.7 MI) SOUTH FROM MULLINS.
 EB1826'6.3 KM (3.9 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1826'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1826'HIGHWAY 917 IN MULLINS, SET NEAR A POWER POLE IN THE EAST ANGLE OF A
 EB1826'SAND ROAD LEADING EAST SOUTHEAST, 1.79 METERS (5.9 FT) WEST NORTHWEST
 EB1826'OF THE POWER POLE WITH TWO GUY WIRES, 14.7 METERS (48.2 FT) EAST
 EB1826'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 6.38 METERS (20.9 FT) NORTH
 EB1826'NORTHEAST OF THE CENTER OF THE SAND ROAD, 18.85 METERS (61.8 FT) EAST
 EB1826'NORTHEAST OF SURVEY MARK 034 004 RM 1 SCGS.
 EB1826'THE MARK IS 3.64 METERS  SW FROM  A WITNESS POST
 EB1826'THE MARK IS 1.00 M BELOW THE HIGHWAY.
 EB1826
 EB1826                          STATION RECOVERY (2001)
 EB1826
 EB1826'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1826'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTH OF MULLINS, 8.7 MILES
 EB1826'(14.0 KM) EAST SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1826'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1826'803-737-1350.  TO REACH THE STATION FROM THE WESTERN JUNCTION OF STATE
 EB1826'HIGHWAYS 917/41 (SOUTH MAIN STREET) AND U.S.  HIGHWAY 76 (EAST
 EB1826'MCKINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY 41 FOR 3.75 MILES
 EB1826'(6.03 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE EAST
 EB1826'ANGLE OF A DIRT ROAD (CARTWHEEL ROAD) LEFT.  STATION IS A CONCRETE
 EB1826'POST RECESSED 0.1 FOOT (3.0 CM) AND 2.5 FEET (0.8 M) BELOW THE
 EB1826'HIGHWAY, 47.2 FEET (14.4 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 EB1826'20.1 FEET (6.1 M) NORTHEAST OF THE CENTER OF THE ROAD, 5.4 FEET (1.6
 EB1826'M) WEST NORTHWEST OF A POWER POLE Q47/5/BS WITH TWO GUY WIRES AND A
 EB1826'TRANSFORMER, 7.9 FEET (2.4 M) SOUTHEAST OF A TELEPHONE JUNCTION BOX
 EB1826'NUMBER 70, 61.8 FEET (18.8 M) EAST NORTHEAST OF SURVEY STATION 034 004
 EB1826'RM 1, 11.7 FEET (3.6 M) SOUTHWEST OF A WITNESS POST. NOTE-STATION IS
 EB1826'INTERVISIBLE WITH SURVEY STATION 034 004 AZ MK.
 EB1826
 EB1826                          STATION RECOVERY (2004)
 EB1826
 EB1826'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1826'RECOVERED IN GOOD CONDITION.
 EB1826
 EB1826                          STATION RECOVERY (2005)
 EB1826
 EB1826'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1828 ***********************************************************************
 EB1828  DESIGNATION -  034 004 AZ MK
 EB1828  PID         -  EB1828
 EB1828  STATE/COUNTY-  SC/MARION
 EB1828  USGS QUAD   -  MULLINS (1981)
 EB1828
 EB1828                         *CURRENT SURVEY CONTROL
 EB1828  ___________________________________________________________________
 EB1828* NAD 83(2001)-  34 08 38.64192(N)    079 15 20.43701(W)     ADJUSTED  
 EB1828* NAVD 88     -        27.835  (meters)      91.32   (feet)  ADJUSTED  
 EB1828  ___________________________________________________________________
 EB1828  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 EB1828  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 EB1828  DYNAMIC HT  -          27.807 (meters)      91.23  (feet)  COMP
 EB1828  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 EB1828
 EB1828  HORZ ORDER  -  SECOND
 EB1828  VERT ORDER  -  FIRST     CLASS II
 EB1828
 EB1828.The horizontal coordinates were established by classical geodetic methods
 EB1828.and adjusted by the National Geodetic Survey in March 2004..
 EB1828
 EB1828.The orthometric height was determined by differential leveling
 EB1828.and adjusted by the National Geodetic Survey in June 1991..
 EB1828
 EB1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1828
 EB1828.The geoid height was determined by GEOID03.
 EB1828
 EB1828.The dynamic height is computed by dividing the NAVD 88
 EB1828.geopotential number by the normal gravity value computed on the
 EB1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1828.degrees latitude (g = 980.6199 gals.).
 EB1828
 EB1828.The modeled gravity was interpolated from observed gravity values.
 EB1828
 EB1828;                    North         East     Units Scale Factor Converg.
 EB1828;SPC SC       -   257,609.973   770,441.024   MT  0.99982788   +0 58 01.4
 EB1828;SPC SC       -   845,177.08  2,527,693.65   iFT  0.99982788   +0 58 01.4
 EB1828;UTM  17      - 3,779,504.327   660,821.267   MT  0.99991882   +0 58 45.3
 EB1828
 EB1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1828!SPC SC       -   1.00000088  x   0.99982788  =   0.99982876
 EB1828!UTM  17      -   1.00000088  x   0.99991882  =   0.99991970
 EB1828
 EB1828                          SUPERSEDED SURVEY CONTROL
 EB1828
 EB1828  NAD 83(1986)-  34 08 38.64979(N)    079 15 20.44015(W) AD(       ) 2
 EB1828  NAD 27      -  34 08 38.06640(N)    079 15 21.28250(W) AD(       ) 2
 EB1828  NGVD 29 (03/21/89)   28.142  (m)           92.33   (f) ADJUSTED    1 2
 EB1828
 EB1828.Superseded values are not recommended for survey control.
 EB1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1828.See file dsdata.txt to determine how the superseded data were derived.
 EB1828
 EB1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6082179504(NAD 83)
 EB1828_MARKER: DD = SURVEY DISK
 EB1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1828_SP_SET: CONCRETE POST
 EB1828_STAMPING: AZ MK 034 - 004 1981
 EB1828_MARK LOGO: SCGS  
 EB1828_PROJECTION: FLUSH
 EB1828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1828+STABILITY: SURFACE MOTION
 EB1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1828+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB1828
 EB1828  HISTORY     - Date     Condition        Report By
 EB1828  HISTORY     - 1981     MONUMENTED       MJH
 EB1828  HISTORY     - 1986     GOOD             SCGS
 EB1828  HISTORY     - 20010920 GOOD             SCGS
 EB1828  HISTORY     - 20040812 GOOD             USPSQD
 EB1828  HISTORY     - 20051115 GOOD             USPSQD
 EB1828
 EB1828                          STATION DESCRIPTION
 EB1828
 EB1828'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1828'6.3 KM (3.9 MI) SOUTH FROM MULLINS.
 EB1828'6.7 KM (4.15 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1828'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1828'HIGHWAY 917 IN MULLINS, SET NEAR A POWER POLE ACROSS THE HIGHWAY FROM
 EB1828'A LARGE WHITE BRICK HOUSE (LEE AND RUTH SMITH), 0.81 METER (2.7 FT)
 EB1828'EAST NORTHEAST OF THE POWER POLE NUMBER 60 WITH TRANSFORMER, 9.63
 EB1828'METERS (31.6 FT) NORTHEAST OF A FIRE HYDRANT, 10.0 METERS (32.8 FT)
 EB1828'NORTHWEST OF THE CENTER OF THE HIGHWAY, 51.4 METERS (168.6 FT)
 EB1828'NORTHWEST OF THE NORTH CORNER OF THE HOUSE.
 EB1828'THE MARK IS 0.76 METERS  NE FROM  A WITNESS POST
 EB1828'THE MARK IS 0.1 M BELOW THE HIGHWAY.
 EB1828
 EB1828                          STATION RECOVERY (2001)
 EB1828
 EB1828'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1828'STATION IS LOCATED 4.2 MILES (6.8 KM) SOUTH OF MULLINS, 8.6 MILES
 EB1828'(13.8 KM) EAST SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1828'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1828'803-737-1350.  TO REACH THE STATION FROM THE WESTERN JUNCTION OF STATE
 EB1828'HIGHWAYS 917/41 (SOUTH MAIN STREET) AND U.S.  HIGHWAY 76 (EAST
 EB1828'MCKINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY 41 FOR 4.0 MILES
 EB1828'(6.4 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE ACROSS FROM A
 EB1828'BRICK HOUSE NUMBER 2816.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT
 EB1828'(3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 33.2 FEET (10.1 M)
 EB1828'NORTHWEST OF THE CENTER OF THE HIGHWAY, 32.1 FEET (9.8 M) NORTHEAST OF
 EB1828'A FIRE HYDRANT, 2.7 FEET (0.8 M) EAST NORTHEAST OF A POWER POLE
 EB1828'Q82/BSW WITH A TRANSFORMER, 2.8 FEET (0.9 M) NORTHEAST OF A WITNESS
 EB1828'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 034 004.
 EB1828
 EB1828                          STATION RECOVERY (2004)
 EB1828
 EB1828'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1828'RECOVERED IN GOOD CONDITION.
 EB1828
 EB1828                          STATION RECOVERY (2005)
 EB1828
 EB1828'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1827 ***********************************************************************
 EB1827  DESIGNATION -  034 004 RM 1
 EB1827  PID         -  EB1827
 EB1827  STATE/COUNTY-  SC/MARION
 EB1827  USGS QUAD   -  MULLINS (1981)
 EB1827
 EB1827                         *CURRENT SURVEY CONTROL
 EB1827  ___________________________________________________________________
 EB1827* NAD 83(1986)-  34 08 48.     (N)    079 15 10.     (W)     SCALED    
 EB1827* NAVD 88     -        28.625  (meters)      93.91   (feet)  ADJUSTED  
 EB1827  ___________________________________________________________________
 EB1827  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 EB1827  DYNAMIC HT  -          28.597 (meters)      93.82  (feet)  COMP
 EB1827  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 EB1827
 EB1827  VERT ORDER  -  FIRST     CLASS II
 EB1827
 EB1827.The horizontal coordinates were scaled from a topographic map and have
 EB1827.an estimated accuracy of +/- 6 seconds.
 EB1827
 EB1827.The orthometric height was determined by differential leveling
 EB1827.and adjusted by the National Geodetic Survey in June 1991..
 EB1827
 EB1827.The geoid height was determined by GEOID03.
 EB1827
 EB1827.The dynamic height is computed by dividing the NAVD 88
 EB1827.geopotential number by the normal gravity value computed on the
 EB1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1827.degrees latitude (g = 980.6199 gals.).
 EB1827
 EB1827.The modeled gravity was interpolated from observed gravity values.
 EB1827
 EB1827;                    North         East    Units  Estimated Accuracy
 EB1827;SPC SC       -   257,900.      770,700.      MT  (+/- 180 meters Scaled)
 EB1827
 EB1827                          SUPERSEDED SURVEY CONTROL
 EB1827
 EB1827  NGVD 29 (03/21/89)   28.933  (m)           94.92   (f) ADJUSTED    1 2
 EB1827
 EB1827.Superseded values are not recommended for survey control.
 EB1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1827.See file dsdata.txt to determine how the superseded data were derived.
 EB1827
 EB1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT610797(NAD 83)
 EB1827_MARKER: DD = SURVEY DISK
 EB1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1827_SP_SET: CONCRETE POST
 EB1827_STAMPING: RM 1 034 - 004 1981
 EB1827_MARK LOGO: SCGS  
 EB1827_PROJECTION: FLUSH
 EB1827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1827+STABILITY: SURFACE MOTION
 EB1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1827+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB1827
 EB1827  HISTORY     - Date     Condition        Report By
 EB1827  HISTORY     - 1981     MONUMENTED       SCGS
 EB1827  HISTORY     - 1986     GOOD             SCGS
 EB1827  HISTORY     - 20010920 GOOD             SCGS
 EB1827  HISTORY     - 20040812 GOOD             USPSQD
 EB1827  HISTORY     - 20051115 GOOD             USPSQD
 EB1827
 EB1827                          STATION DESCRIPTION
 EB1827
 EB1827'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1827'6.0 KM (3.7 MI) SOUTH FROM MULLINS.
 EB1827'6.3 KM (3.9 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1827'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1827'HIGHWAY 917 IN MULLINS, SET NEAR THE EDGE OF THE HIGHWAY IN THE SOUTH
 EB1827'ANGLE OF A SAND ROAD LEADING EAST SOUTHEAST, 6.65 METERS (21.8 FT)
 EB1827'EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 10.0 METERS (32.8 FT)
 EB1827'SOUTH SOUTHWEST OF THE CENTER OF THE SAND ROAD, 16.22 METERS (53.2 FT)
 EB1827'NORTH NORTHWEST OF A POWER POLE, 18.7 METERS (61.4 FT) WEST SOUTHWEST
 EB1827'OF A POWER POLE WITH TWO GUY WIRES, 18.4 METERS (60.4 FT) EAST
 EB1827'SOUTHEAST OF A POWER POLE WITH TRANSFORMER AND TWO GUY WIRES.
 EB1827'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1827
 EB1827                          STATION RECOVERY (2001)
 EB1827
 EB1827'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1827'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTH OF MULLINS, 8.7 MILES
 EB1827'(14.0 KM) EAST SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1827'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1827'803-737-1350.  TO REACH THE STATION FROM THE WESTERN JUNCTION OF STATE
 EB1827'HIGHWAYS 917/41 (SOUTH MAIN STREET) AND U.S.  HIGHWAY 76 (EAST
 EB1827'MCKINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY 41 FOR 3.75 MILES
 EB1827'(6.03 KM) TO THE STATION IN THE SOUTH ANGLE OF A DIRT ROAD (CARTWHEEL
 EB1827'ROAD) LEFT.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 EB1827'LEVEL WITH THE ROAD, 61.8 FEET (18.8 M) WEST SOUTHWEST OF SURVEY
 EB1827'STATION 034 004, 22.4 FEET (6.8 M) SOUTHEAST OF THE CENTER OF THE
 EB1827'HIGHWAY, 29.8 FEET (9.1 M) SOUTHWEST OF THE CENTER OF THE ROAD, 22.1
 EB1827'FEET (6.7 M) WEST SOUTHWEST OF A WITNESS POST.
 EB1827
 EB1827                          STATION RECOVERY (2004)
 EB1827
 EB1827'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1827'RECOVERED IN GOOD CONDITION.
 EB1827
 EB1827                          STATION RECOVERY (2005)
 EB1827
 EB1827'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1830 ***********************************************************************
 EB1830  DESIGNATION -  034 005
 EB1830  PID         -  EB1830
 EB1830  STATE/COUNTY-  SC/MARION
 EB1830  USGS QUAD   -  MULLINS (1981)
 EB1830
 EB1830                         *CURRENT SURVEY CONTROL
 EB1830  ___________________________________________________________________
 EB1830* NAD 83(2001)-  34 07 45.10898(N)    079 16 23.75027(W)     ADJUSTED  
 EB1830* NAVD 88     -        23.300  (meters)      76.44   (feet)  ADJUSTED  
 EB1830  ___________________________________________________________________
 EB1830  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 EB1830  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 EB1830  DYNAMIC HT  -          23.277 (meters)      76.37  (feet)  COMP
 EB1830  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 EB1830
 EB1830  HORZ ORDER  -  SECOND
 EB1830  VERT ORDER  -  FIRST     CLASS II
 EB1830
 EB1830.The horizontal coordinates were established by classical geodetic methods
 EB1830.and adjusted by the National Geodetic Survey in March 2004..
 EB1830
 EB1830.The orthometric height was determined by differential leveling
 EB1830.and adjusted by the National Geodetic Survey in June 1991..
 EB1830
 EB1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1830
 EB1830.The geoid height was determined by GEOID03.
 EB1830
 EB1830.The dynamic height is computed by dividing the NAVD 88
 EB1830.geopotential number by the normal gravity value computed on the
 EB1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1830.degrees latitude (g = 980.6199 gals.).
 EB1830
 EB1830.The modeled gravity was interpolated from observed gravity values.
 EB1830
 EB1830;                    North         East     Units Scale Factor Converg.
 EB1830;SPC SC       -   255,933.774   768,847.061   MT  0.99982577   +0 57 26.3
 EB1830;SPC SC       -   839,677.74  2,522,464.11   iFT  0.99982577   +0 57 26.3
 EB1830;UTM  17      - 3,777,827.647   659,227.512   MT  0.99991254   +0 58 08.4
 EB1830
 EB1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1830!SPC SC       -   1.00000159  x   0.99982577  =   0.99982736
 EB1830!UTM  17      -   1.00000159  x   0.99991254  =   0.99991413
 EB1830
 EB1830:                Primary Azimuth Mark                     Grid Az
 EB1830:SPC SC       -  034 005 AZ MK                            039 38 05.1
 EB1830:UTM  17      -  034 005 AZ MK                            039 37 23.0
 EB1830
 EB1830|---------------------------------------------------------------------|
 EB1830| PID    Reference Object                     Distance      Geod. Az  |
 EB1830|                                                           dddmmss.s |
 EB1830| EB2712 034 005 AZ MK                       APPROX. 0.6 KM 0403531.4 |
 EB1830| EB3122 034 005 RM 1                         15.507 METERS 22421     |
 EB1830|---------------------------------------------------------------------|
 EB1830
 EB1830                          SUPERSEDED SURVEY CONTROL
 EB1830
 EB1830  NAD 83(1986)-  34 07 45.11681(N)    079 16 23.75334(W) AD(       ) 2
 EB1830  NAD 27      -  34 07 44.53266(N)    079 16 24.59447(W) AD(       ) 2
 EB1830  NGVD 29 (03/21/89)   23.607  (m)           77.45   (f) ADJUSTED    1 2
 EB1830
 EB1830.Superseded values are not recommended for survey control.
 EB1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1830.See file dsdata.txt to determine how the superseded data were derived.
 EB1830
 EB1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5922877828(NAD 83)
 EB1830_MARKER: DD = SURVEY DISK
 EB1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1830_SP_SET: CONCRETE POST
 EB1830_STAMPING: HORZ 034 - 005 1981
 EB1830_MARK LOGO: SCGS  
 EB1830_PROJECTION: FLUSH
 EB1830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1830+STABILITY: SURFACE MOTION
 EB1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1830+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 EB1830
 EB1830  HISTORY     - Date     Condition        Report By
 EB1830  HISTORY     - 1981     MONUMENTED       SCGS
 EB1830  HISTORY     - 1986     GOOD             SCGS
 EB1830  HISTORY     - 20010920 GOOD             SCGS
 EB1830  HISTORY     - 20040812 GOOD             USPSQD
 EB1830  HISTORY     - 20051117 GOOD             USPSQD
 EB1830
 EB1830                          STATION DESCRIPTION
 EB1830
 EB1830'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB1830'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF CENTENARY, 7 MILES
 EB1830'SOUTHEAST OF MARION, 5 MILES SOUTHWEST OF MULLINS ON HIGHWAY
 EB1830'RIGHT-OF- WAY.  CONTACT-  MR. GEORGE WEATHERS, PRECONSTRUCTION
 EB1830'ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE (803)758-3414.
 EB1830'
 EB1830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 AND STATE
 EB1830'HIGHWAYS 917 AND 41 IN MULLINS, GO SOUTH ON HIGHWAY 41 FOR 5.6 MILES
 EB1830'TO INTERSECTION OF HIGHWAY 41 AND S-34-91 AND STATION ON THE LEFT.
 EB1830'
 EB1830'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1830'---034-005 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 EB1830'INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND LOCATED  7.0
 EB1830'METERS SE FROM APPROXIMATE CENTER OF STATE HIGHWAY 41, 17.7
 EB1830'METERS SW FROM APPROXIMATE CENTER OF DIRT ROAD,  3.2 METERS NW
 EB1830'FROM A WIRE FENCE,  0.5 METERS NW FROM THE WITNESS POST, 20.1
 EB1830'METERS S FROM APPROXIMATE CENTER OF STATE HIGHWAY 41, AND FROM
 EB1830'AND S-34-91.
 EB1830'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1830'DISK STAMPED---034-005 1981---SET INTO AN IRREGULAR MASS OF
 EB1830'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB1830'
 EB1830'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1830'DISK STAMPED---034-005 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB1830'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND
 EB1830'SURFACE LOCATED  6.2 METERS SE FROM APPROXIMATE CENTER OF
 EB1830'STATE HIGHWAY 41, 33.2 METERS SW FROM APPROXIMATE CENTER OF DIRT
 EB1830'ROAD, AND  4.2 METERS NW FROM A WIRE FENCE.
 EB1830'
 EB1830'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1830'STAMPED---034-005 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB1830'MONUMENT 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE
 EB1830'LOCATED  6.0 METERS NW FROM APPROXIMATE CENTER OF STATE HIGHWAY
 EB1830'41,  7.9 METERS SW FROM APPROXIMATE CENTER OF SIDE ROAD, AND
 EB1830'7.5 METERS S FROM FOR STOP SIGN.
 EB1830'TO REACH THE AZIMUTH MARK FROM TO REACH AZIMUTH FROM STATION GO
 EB1830'NORTHWEST OF STATE HIGHWAY 41 FOR 0.6 KM (0.40 MI) TO AZIMUTH MARK ON
 EB1830'LEFT.
 EB1830
 EB1830                          STATION RECOVERY (1986)
 EB1830
 EB1830'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1830'8.1 KM (5.05 MI) SSW FROM MULLINS.
 EB1830'8.9 KM (5.55 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1830'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1830'HIGHWAY 917 IN MULLINS, SET NEAR A DITCH LINE IN THE SOUTH ANGLE OF A
 EB1830'SAND ROAD LEADING SOUTHEAST AND THE JUNCTION OF STATE ROAD 91, 6.99
 EB1830'METERS (22.9 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 17.9 METERS
 EB1830'(58.7 FT) SOUTHWEST OF THE CENTER OF THE SAND ROAD, 17.8 METERS
 EB1830'(58.4 FT) SOUTH SOUTHEAST OF A FIRE HYDRANT.
 EB1830'THE MARK IS 0.54 METERS  NW FROM  A WITNESS POST
 EB1830'THE MARK IS 0.1 M BELOW THE HIGHWAY.
 EB1830
 EB1830                          STATION RECOVERY (2001)
 EB1830
 EB1830'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1830'STATION IS LOCATED 5.3 MILES (8.5 KM) SOUTH OF MULLINS, 8.0 MILES
 EB1830'(12.9 KM) EAST SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1830'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1830'803-737-1350.  TO REACH THE STATION FROM THE WESTERN JUNCTION OF STATE
 EB1830'HIGHWAYS 917/41 (SOUTH MAIN STREET) AND U.S.  HIGHWAY 76 (EAST
 EB1830'MCKINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY 41 FOR 5.5 MILES
 EB1830'(8.9 KM) TO THE STATION ON THE LEFT IN THE SHOULDER OF THE ROAD IN THE
 EB1830'SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 91 (KOONCE SIDING ROAD)
 EB1830'AND A DIRT ROAD (NED ROAD) LEFT.  STATION IS A CONCRETE POST FLUSH
 EB1830'WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 22.6 FEET (6.9
 EB1830'M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 59.9 FEET (18.3 M)
 EB1830'SOUTHWEST OF THE CENTER OF NED ROAD, 57.9 FEET (17.6 M) SOUTH
 EB1830'SOUTHEAST OF A FIRE HYDRANT, 45.5 FEET (13.9 M) WEST SOUTHWEST OF THE
 EB1830'SOUTH END OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH NED ROAD, 157.3
 EB1830'FEET (47.9 M) NORTHEAST OF A POWER POLE 146/BS WITH GUY WIRE, 76.1
 EB1830'FEET (23.2 M) WEST SOUTHWEST OF A WITNESS POST. NOTE-STATION IS
 EB1830'INTERVISIBLE WITH SURVEY STATION 034 005 AZ MK. NOTE-SURVEY STATION
 EB1830'034 005 RM 1 WAS FOUND WITH DISK MISSING.
 EB1830
 EB1830                          STATION RECOVERY (2004)
 EB1830
 EB1830'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1830'RECOVERED IN GOOD CONDITION.
 EB1830
 EB1830                          STATION RECOVERY (2005)
 EB1830
 EB1830'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2712 ***********************************************************************
 EB2712  DESIGNATION -  034 005 AZ MK
 EB2712  PID         -  EB2712
 EB2712  STATE/COUNTY-  SC/MARION
 EB2712  USGS QUAD   -  MULLINS (1981)
 EB2712
 EB2712                         *CURRENT SURVEY CONTROL
 EB2712  ___________________________________________________________________
 EB2712* NAD 83(2001)-  34 07 59.87913(N)    079 16 08.53035(W)     ADJUSTED  
 EB2712* NAVD 88     -        18.5    (meters)      61.     (feet)  VERTCON   
 EB2712  ___________________________________________________________________
 EB2712  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 EB2712  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 EB2712
 EB2712  HORZ ORDER  -  SECOND
 EB2712
 EB2712.The horizontal coordinates were established by classical geodetic methods
 EB2712.and adjusted by the National Geodetic Survey in March 2004..
 EB2712
 EB2712.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2712
 EB2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2712
 EB2712.The geoid height was determined by GEOID03.
 EB2712
 EB2712;                    North         East     Units Scale Factor Converg.
 EB2712;SPC SC       -   256,395.258   769,229.305   MT  0.99982634   +0 57 34.7
 EB2712;SPC SC       -   841,191.79  2,523,718.19   iFT  0.99982634   +0 57 34.7
 EB2712;UTM  17      - 3,778,289.250   659,609.695   MT  0.99991404   +0 58 17.3
 EB2712
 EB2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2712!SPC SC       -   1.00000234  x   0.99982634  =   0.99982868
 EB2712!UTM  17      -   1.00000234  x   0.99991404  =   0.99991638
 EB2712
 EB2712                          SUPERSEDED SURVEY CONTROL
 EB2712
 EB2712  NAD 83(1986)-  34 07 59.88682(N)    079 16 08.53359(W) AD(       ) 2
 EB2712  NAD 27      -  34 07 59.30290(N)    079 16 09.37498(W) AD(       ) 2
 EB2712  NGVD 29 (07/19/86)   18.8    (m)           62.     (f) VERT ANG       
 EB2712
 EB2712.Superseded values are not recommended for survey control.
 EB2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2712.See file dsdata.txt to determine how the superseded data were derived.
 EB2712
 EB2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5961078289(NAD 83)
 EB2712_MARKER: DD = SURVEY DISK
 EB2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2712_SP_SET: CONCRETE POST
 EB2712_STAMPING: 034-005 AZ MK 1981
 EB2712_MARK LOGO: SCGS  
 EB2712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2712+STABILITY: SURFACE MOTION
 EB2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2712+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB2712
 EB2712  HISTORY     - Date     Condition        Report By
 EB2712  HISTORY     - 1981     MONUMENTED       SCGS
 EB2712  HISTORY     - 19810920 GOOD             SCGS
 EB2712  HISTORY     - 19860920 MARK NOT FOUND   SCGS
 EB2712  HISTORY     - 20010920 GOOD             SCGS
 EB2712  HISTORY     - 20040812 GOOD             USPSQD
 EB2712  HISTORY     - 20051115 GOOD             USPSQD
 EB2712
 EB2712                          STATION DESCRIPTION
 EB2712
 EB2712'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 EB2712'STATION IS LOCATED 7.0 MILES (11.3 KM) SOUTHEAST OF MARION, 5.0 MILES
 EB2712'(8.0 KM) SOUTHWEST OF MULLINS. OWNERSHIP--SCDOT, DIRECTOR OF
 EB2712'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB2712'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB2712'HIGHWAYS 41 (SOUTH MAIN STREET), 917 AND U.S. HIGHWAY 76 (EAST
 EB2712'MCINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY 41 FOR 5.15 MILES
 EB2712'(8.29 KM) TO THE STATION ON THE RIGHT NEAR A STOP SIGN POST. STATION
 EB2712'IS A CONCRETE POST FLUSH WITH THE GROUND, 6.0 METERS (19.7 FT)
 EB2712'NORTHWEST OF THE CENTER OF THE HIGHWAY, 7.9 METERS (25.9 FT) SOUTHWEST
 EB2712'OF THE CENTER OF A SIDE ROAD, 7.5 METERS (24.6 FT) SOUTH OF THE STOP
 EB2712'SIGN POST.
 EB2712
 EB2712                          STATION RECOVERY (1986)
 EB2712
 EB2712'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB2712'NOT RECOVERED.
 EB2712
 EB2712                          STATION RECOVERY (2001)
 EB2712
 EB2712'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2712'STATION IS LOCATED 5.0 MILES (8.0 KM) SOUTH OF MULLINS, 8.1 MILES
 EB2712'(13.0 KM) EAST SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB2712'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB2712'803-737-1350.  TO REACH THE STATION FROM THE WESTERN JUNCTION OF STATE
 EB2712'HIGHWAYS 917/41 (SOUTH MAIN STREET) AND U.S.  HIGHWAY 76 (EAST
 EB2712'MCKINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY 41 FOR 5.15 MILES
 EB2712'(8.29 KM) TO THE STATION ON THE RIGHT IN THE WEST ANGLE OF A SAND ROAD
 EB2712'LEADING NORTH.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM)
 EB2712'AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 63.2 FEET (19.3 M) EAST OF A
 EB2712'POWER POLE R25/BS/25KS/78, 20.4 FEET (6.2 M) NORTHWEST OF THE CENTER
 EB2712'OF THE HIGHWAY, 27.3 FEET (8.3 M) WEST SOUTHWEST OF THE CENTER OF THE
 EB2712'SAND ROAD, 30.9 FEET (9.4 M) SOUTH OF A WITNESS POST. NOTE-STATION IS
 EB2712'INTERVISIBLE WITH SURVEY STATION 034 005.
 EB2712
 EB2712                          STATION RECOVERY (2004)
 EB2712
 EB2712'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2712'RECOVERED IN GOOD CONDITION.
 EB2712
 EB2712                          STATION RECOVERY (2005)
 EB2712
 EB2712'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1840 ***********************************************************************
 EB1840  DESIGNATION -  034 006
 EB1840  PID         -  EB1840
 EB1840  STATE/COUNTY-  SC/MARION
 EB1840  USGS QUAD   -  CENTENARY (1947)
 EB1840
 EB1840                         *CURRENT SURVEY CONTROL
 EB1840  ___________________________________________________________________
 EB1840* NAD 83(2001)-  34 04 31.75336(N)    079 18 13.38635(W)     ADJUSTED  
 EB1840* NAVD 88     -        24.872  (meters)      81.60   (feet)  ADJUSTED  
 EB1840  ___________________________________________________________________
 EB1840  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 EB1840  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 EB1840  DYNAMIC HT  -          24.848 (meters)      81.52  (feet)  COMP
 EB1840  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 EB1840
 EB1840  HORZ ORDER  -  SECOND
 EB1840  VERT ORDER  -  FIRST     CLASS II
 EB1840
 EB1840.The horizontal coordinates were established by classical geodetic methods
 EB1840.and adjusted by the National Geodetic Survey in March 2004..
 EB1840
 EB1840.The orthometric height was determined by differential leveling
 EB1840.and adjusted by the National Geodetic Survey in June 1991..
 EB1840
 EB1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1840
 EB1840.The geoid height was determined by GEOID03.
 EB1840
 EB1840.The dynamic height is computed by dividing the NAVD 88
 EB1840.geopotential number by the normal gravity value computed on the
 EB1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1840.degrees latitude (g = 980.6199 gals.).
 EB1840
 EB1840.The modeled gravity was interpolated from observed gravity values.
 EB1840
 EB1840;                    North         East     Units Scale Factor Converg.
 EB1840;SPC SC       -   249,931.394   766,136.437   MT  0.99981870   +0 56 25.5
 EB1840;SPC SC       -   819,984.89  2,513,570.99   iFT  0.99981870   +0 56 25.5
 EB1840;UTM  17      - 3,771,824.239   656,517.804   MT  0.99990199   +0 57 02.1
 EB1840
 EB1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1840!SPC SC       -   1.00000133  x   0.99981870  =   0.99982003
 EB1840!UTM  17      -   1.00000133  x   0.99990199  =   0.99990332
 EB1840
 EB1840|---------------------------------------------------------------------|
 EB1840| PID    Reference Object                     Distance      Geod. Az  |
 EB1840|                                                           dddmmss.s |
 EB1840| EB1842 034 006 RM 1                         24.027 METERS 10830     |
 EB1840| EB1841 034 006 AZ MK                       APPROX. 0.6 KM 3013618.8 |
 EB1840|---------------------------------------------------------------------|
 EB1840
 EB1840                          SUPERSEDED SURVEY CONTROL
 EB1840
 EB1840  NAD 83(1986)-  34 04 31.76130(N)    079 18 13.38917(W) AD(       ) 2
 EB1840  NAD 27      -  34 04 31.18094(N)    079 18 14.22280(W) AD(       ) 2
 EB1840  NGVD 29 (03/21/89)   25.179  (m)           82.61   (f) ADJUSTED    1 2
 EB1840
 EB1840.Superseded values are not recommended for survey control.
 EB1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1840.See file dsdata.txt to determine how the superseded data were derived.
 EB1840
 EB1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5651871824(NAD 83)
 EB1840_MARKER: DD = SURVEY DISK
 EB1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1840_SP_SET: CONCRETE POST
 EB1840_STAMPING: HORZ 034 - 006 1981
 EB1840_MARK LOGO: SCGS  
 EB1840_PROJECTION: RECESSED 2 CENTIMETERS
 EB1840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1840+STABILITY: SURFACE MOTION
 EB1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1840+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2001
 EB1840
 EB1840  HISTORY     - Date     Condition        Report By
 EB1840  HISTORY     - 1982     MONUMENTED       SCGS
 EB1840  HISTORY     - 1986     GOOD             SCGS
 EB1840  HISTORY     - 20010926 GOOD             SCGS
 EB1840
 EB1840                          STATION DESCRIPTION
 EB1840
 EB1840'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB1840'THE STATION IS LOCATED ABOUT 17.71 KM (11 MI) NORTHWEST OF AYNOR,
 EB1840'ABOUT 20.93 KM (13 MI) SOUTHEAST OF MARION, INSIDE THE CIRCLE FORMED
 EB1840'BY STATE HIGHWAY 41 AND THE ENTRANCE RAMP TO U.S. HIGHWAY 501.  FOR
 EB1840'INFORMATION CONTACT-  GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O.
 EB1840'BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 EB1840'
 EB1840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 AND STATE
 EB1840'HIGHWAY 41 ABOUT 17.71 KM (11 MI) NORTHWEST OF AYNOR, GO 27.8 MILES
 EB1840'WEST OF THE WEST CORNER OF THE STATE HIGHWAY 41 BRIDGE OVER U.S.
 EB1840'HIGHWAY 501.
 EB1840'
 EB1840'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB1840'---034 006 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB1840'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 27.8 METERS W FROM THE
 EB1840'THE WEST CORNER OF THE OVERPASS (HIGHWAY 41),  0.73 METERS SW FROM A
 EB1840'METAL WITNESS POST, 31.5 METERS NW FROM THE CENTER OF HIGHWAY 41,
 EB1840'46.0 METERS N FROM THE CENTER OF THE CONCRETE MEDIUN FOR ON AND
 EB1840'OFF, AND FROM RAMP.
 EB1840'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1840'DISK STAMPED---034 006 1981---SET INTO AN IRREGULAR MASS OF
 EB1840'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB1840'
 EB1840'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB1840'DISK STAMPED---034 006 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB1840'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB1840'7.6 METERS NW FROM THE CENTER OF HIGHWAY 41 NORTH AND SOUTH,
 EB1840'9.75 METERS SW FROM THE WEST CORNER OF THE OVERPASS, 22.4 METERS
 EB1840'NNE FROM THE INFORMATION SIGN (EAST 501 LEG), 23.75 METERS ESE
 EB1840'FROM A METAL WITNESS POST, AND 2.4 METERS HIGHER THAN THE STATION.
 EB1840'
 EB1840'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB1840'STAMPED---034 006 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB1840'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.97 METERS
 EB1840'NE FROM THE CENTER OF THE EAST BOUND LANE OF 501, 11.43 METERS SW
 EB1840'FROM THE CENTER OF THE WEST BOUND LANE OF 501, 14.0 METERS SE
 EB1840'FROM THE CENTER OF THE CROSS OVER, AND  5.42 METERS SSE FROM THE
 EB1840'THE SOUTHEAST END OF THE 14 INCH CONCRETE CULVERT.
 EB1840'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 EB1840'501 FOR 0.6 KM (0.35 MI) TO THE MARK ON LEFT IN MEDIAN STRIP.
 EB1840
 EB1840                          STATION RECOVERY (1986)
 EB1840
 EB1840'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1840'14.6 KM (9.1 MI) SSW FROM MULLINS.
 EB1840'15.7 KM (9.75 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1840'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1840'HIGHWAY 917 IN MULLINS, SET IN AN OPEN AREA IN THE WEST ANGLE OF THE
 EB1840'JUNCTION OF U.S. HIGHWAY 501 (ARIEL CROSSROADS), 31.49 METERS (103.3
 EB1840'FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 45.85 METERS (150.4 FT)
 EB1840'NORTHEAST OF THE CENTER OF A CONCRETE MEDIAN BETWEEN THE ON-OFF RAMPS
 EB1840'OF HIGHWAY 501, 27.91 METERS (91.6 FT) WEST OF THE SOUTHWEST CORNER OF
 EB1840'THE OVERPASS, 24.11 METERS (79.1 FT) WEST NORTHWEST OF SURVEY MARK 034
 EB1840'006 RM 1 SCGS.
 EB1840'THE MARK IS 2.00 M BELOW THE HIGHWAY.
 EB1840
 EB1840                          STATION RECOVERY (2001)
 EB1840
 EB1840'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1840'STATION IS LOCATED CENTRALLY IN THE WEST GRASSY MEDIAN NEAR THE WEST
 EB1840'CORNER OF THE JUNCTION OVERPASS OF STATE HIGHWAY 41 AND U.S.  HIGHWAY
 EB1840'501 (ARIEL CROSSROADS) , 7.95 MILES (12.79 KM) NORTHWEST OF AYNOR, 9.0
 EB1840'MILES (14.5 KM) SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1840'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1840'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB1840'5.0 FEET (1.5 M) BELOW HIGHWAY 41, 150.4 FEET (45.8 M) NORTHEAST OF
 EB1840'THE CENTER OF A CONCRETE MEDIAN FOR THE ON/OFF RAMP OF HIGHWAY 501,
 EB1840'103.9 FEET (31.7 M) NORTHWEST OF THE CENTER OF HIGHWAY 41, 86.5 FEET
 EB1840'(26.4 M) WEST OF THE WEST CORNER OF THE CONCRETE WINGWALL OF THE
 EB1840'OVERPASS, 216.6 FEET (66.0 M) SOUTHEAST OF A 1.5-FOOT CONCRETE PIPE
 EB1840'CULVERT BENEATH THE ON/OFF RAMP OF HIGHWAY 501, 79.2 FEET (24.1 M)
 EB1840'WEST NORTHWEST OF SURVEY STATION 034 006 RM 1, 91.7 FEET (28.0 M)
 EB1840'NORTH NORTHWEST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH
 EB1840'SURVEY STATION 034 006 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1841 ***********************************************************************
 EB1841  DESIGNATION -  034 006 AZ MK
 EB1841  PID         -  EB1841
 EB1841  STATE/COUNTY-  SC/MARION
 EB1841  USGS QUAD   -  CENTENARY (1947)
 EB1841
 EB1841                         *CURRENT SURVEY CONTROL
 EB1841  ___________________________________________________________________
 EB1841* NAD 83(2001)-  34 04 41.78049(N)    079 18 32.97076(W)     ADJUSTED  
 EB1841* NAVD 88     -        25.348  (meters)      83.16   (feet)  ADJUSTED  
 EB1841  ___________________________________________________________________
 EB1841  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 EB1841  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 EB1841  DYNAMIC HT  -          25.323 (meters)      83.08  (feet)  COMP
 EB1841  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 EB1841
 EB1841  HORZ ORDER  -  SECOND
 EB1841  VERT ORDER  -  FIRST     CLASS II
 EB1841
 EB1841.The horizontal coordinates were established by classical geodetic methods
 EB1841.and adjusted by the National Geodetic Survey in March 2004..
 EB1841
 EB1841.The orthometric height was determined by differential leveling
 EB1841.and adjusted by the National Geodetic Survey in June 1991..
 EB1841
 EB1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1841
 EB1841.The geoid height was determined by GEOID03.
 EB1841
 EB1841.The dynamic height is computed by dividing the NAVD 88
 EB1841.geopotential number by the normal gravity value computed on the
 EB1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1841.degrees latitude (g = 980.6199 gals.).
 EB1841
 EB1841.The modeled gravity was interpolated from observed gravity values.
 EB1841
 EB1841;                    North         East     Units Scale Factor Converg.
 EB1841;SPC SC       -   250,232.027   765,629.404   MT  0.99981904   +0 56 14.6
 EB1841;SPC SC       -   820,971.22  2,511,907.49   iFT  0.99981904   +0 56 14.6
 EB1841;UTM  17      - 3,772,124.807   656,010.675   MT  0.99990004   +0 56 51.4
 EB1841
 EB1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1841!SPC SC       -   1.00000126  x   0.99981904  =   0.99982030
 EB1841!UTM  17      -   1.00000126  x   0.99990004  =   0.99990130
 EB1841
 EB1841                          SUPERSEDED SURVEY CONTROL
 EB1841
 EB1841  NAD 83(1986)-  34 04 41.78846(N)    079 18 32.97355(W) AD(       ) 2
 EB1841  NAD 27      -  34 04 41.20887(N)    079 18 33.80621(W) AD(       ) 2
 EB1841  NGVD 29 (03/21/89)   25.655  (m)           84.17   (f) ADJUSTED    1 2
 EB1841
 EB1841.Superseded values are not recommended for survey control.
 EB1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1841.See file dsdata.txt to determine how the superseded data were derived.
 EB1841
 EB1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5601172125(NAD 83)
 EB1841_MARKER: DD = SURVEY DISK
 EB1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1841_SP_SET: CONCRETE POST
 EB1841_STAMPING: AZ MK 034 - 006 1981
 EB1841_MARK LOGO: SCGS  
 EB1841_PROJECTION: RECESSED 2 CENTIMETERS
 EB1841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1841+STABILITY: SURFACE MOTION
 EB1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1841+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2001
 EB1841
 EB1841  HISTORY     - Date     Condition        Report By
 EB1841  HISTORY     - 1981     MONUMENTED       MJH
 EB1841  HISTORY     - 1986     GOOD             SCGS
 EB1841  HISTORY     - 20010926 GOOD             SCGS
 EB1841
 EB1841                          STATION DESCRIPTION
 EB1841
 EB1841'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1841'14.3 KM (8.9 MI) SSW FROM MULLINS.
 EB1841'15.6 KM (9.7 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1841'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1841'HIGHWAY 917 IN MULLINS, THENCE 0.6 KM (0.4 MI) NORTHWESTERLY ALONG THE
 EB1841'ON RAMP TO U.S. HIGHWAY 501, SET NEAR A CROSSOVER ROAD ACROSS FROM A
 EB1841'DRIVEWAY LEADING NORTHEAST TO A WOODEN HOUSE, 0.25 KM (0.15 MI)
 EB1841'SOUTHEAST OF THE ARIEL BAPTIST CHURCH, 11.4 METERS (37.4 FT) SOUTHWEST
 EB1841'OF THE CENTER OF THE NORTHBOUND LANES, 7.03 METERS (23.1 FT) NORTHEAST
 EB1841'OF THE CENTER OF THE SOUTHBOUND LANES, 13.9 METERS (45.6 FT) SOUTHEAST
 EB1841'OF THE CENTER OF THE CROSSOVER ROAD, 5.44 METERS (17.8 FT) SOUTH
 EB1841'SOUTHEAST OF THE SOUTH SOUTHEAST END OF A 14-INCH PIPE CULVERT UNDER
 EB1841'THE CROSSOVER ROAD.
 EB1841'THE MARK IS 6.22 METERS  SSE FROM  A WITNESS POST
 EB1841'THE MARK IS 0.1 M BELOW THE HIGHWAY.
 EB1841
 EB1841                          STATION RECOVERY (2001)
 EB1841
 EB1841'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1841'STATION IS LOCATED 8.05 MILES (12.95 KM) NORTHWEST OF AYNOR, 8.5 MILES
 EB1841'(13.7 KM) SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1841'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1841'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EB1841'STATE HIGHWAY 41 AND U.S.  HIGHWAY 501 (ARIEL CROSSROADS) , 7.9 MILES
 EB1841'(12.7 KM) NORTHWEST OF AYNOR, GO NORTHWEST ON HIGHWAY 501 FOR 0.4 MILE
 EB1841'(0.6 KM) TO THE STATION IN A GRASS MEDIAN.  STATION IS A CONCRETE POST
 EB1841'RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 EB1841'18.3 FEET (5.6 M) SOUTH SOUTHEAST OF THE SOUTHEAST END OF A 1.5-FOOT
 EB1841'CONCRETE PIPE CULVERT BENEATH THE PAVED MEDIAN, 45.8 FEET (14.0 M)
 EB1841'SOUTHEAST OF THE CENTER OF THE PAVED MEDIAN, 37.3 FEET (11.4 M)
 EB1841'SOUTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 22.0
 EB1841'FEET (6.7 M) NORTHEAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 EB1841'HIGHWAY, 21.1 FEET (6.4 M) SOUTH SOUTHEAST OF A WITNESS POST.
 EB1841'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 034 006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1842 ***********************************************************************
 EB1842  DESIGNATION -  034 006 RM 1
 EB1842  PID         -  EB1842
 EB1842  STATE/COUNTY-  SC/MARION
 EB1842  USGS QUAD   -  CENTENARY (1947)
 EB1842
 EB1842                         *CURRENT SURVEY CONTROL
 EB1842  ___________________________________________________________________
 EB1842* NAD 83(1986)-  34 04 31.     (N)    079 18 13.     (W)     SCALED    
 EB1842* NAVD 88     -        26.852  (meters)      88.10   (feet)  ADJUSTED  
 EB1842  ___________________________________________________________________
 EB1842  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 EB1842  DYNAMIC HT  -          26.825 (meters)      88.01  (feet)  COMP
 EB1842  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 EB1842
 EB1842  VERT ORDER  -  FIRST     CLASS II
 EB1842
 EB1842.The horizontal coordinates were scaled from a topographic map and have
 EB1842.an estimated accuracy of +/- 6 seconds.
 EB1842
 EB1842.The orthometric height was determined by differential leveling
 EB1842.and adjusted by the National Geodetic Survey in June 1991..
 EB1842
 EB1842.The geoid height was determined by GEOID03.
 EB1842
 EB1842.The dynamic height is computed by dividing the NAVD 88
 EB1842.geopotential number by the normal gravity value computed on the
 EB1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1842.degrees latitude (g = 980.6199 gals.).
 EB1842
 EB1842.The modeled gravity was interpolated from observed gravity values.
 EB1842
 EB1842;                    North         East    Units  Estimated Accuracy
 EB1842;SPC SC       -   249,910.      766,150.      MT  (+/- 180 meters Scaled)
 EB1842
 EB1842                          SUPERSEDED SURVEY CONTROL
 EB1842
 EB1842  NGVD 29 (03/21/89)   27.159  (m)           89.10   (f) ADJUSTED    1 2
 EB1842
 EB1842.Superseded values are not recommended for survey control.
 EB1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1842.See file dsdata.txt to determine how the superseded data were derived.
 EB1842
 EB1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT565718(NAD 83)
 EB1842_MARKER: DD = SURVEY DISK
 EB1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1842_SP_SET: CONCRETE POST
 EB1842_STAMPING: RM 1 034 - 006 1981
 EB1842_MARK LOGO: SCGS  
 EB1842_PROJECTION: RECESSED 3 CENTIMETERS
 EB1842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1842+STABILITY: SURFACE MOTION
 EB1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1842+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2001
 EB1842
 EB1842  HISTORY     - Date     Condition        Report By
 EB1842  HISTORY     - 1981     MONUMENTED       SCGS
 EB1842  HISTORY     - 1986     GOOD             SCGS
 EB1842  HISTORY     - 20010926 GOOD             SCGS
 EB1842
 EB1842                          STATION DESCRIPTION
 EB1842
 EB1842'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1842'14.6 KM (9.1 MI) SSW FROM MULLINS.
 EB1842'15.7 KM (9.75 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1842'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1842'HIGHWAY 917 IN MULLINS, SET NEAR THE SOUTHWEST CORNER OF THE OVERPASS
 EB1842'OVER U.S. HIGHWAY 501 (ARIEL CROSSROADS), 7.58 METERS (24.9 FT)
 EB1842'NORTHWEST OF THE CENTER OF THE HIGHWAY, 9.75 METERS (32.0 FT)
 EB1842'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OVERPASS, 19.45 METERS (63.8
 EB1842'FT) NORTHWEST OF A POWER POLE NUMBER 2 WITH TRANSFORMER AND TWO GUY
 EB1842'WIRES.
 EB1842'THE MARK IS 9.6 METERS  SW FROM  A WITNESS POST
 EB1842'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EB1842
 EB1842                          STATION RECOVERY (2001)
 EB1842
 EB1842'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1842'STATION IS LOCATED NEAR THE GUARDRAIL NEAR THE WEST CORNER OF THE
 EB1842'JUNCTION OVERPASS OF STATE HIGHWAY 41 AND U.S.  HIGHWAY 501 (ARIEL
 EB1842'CROSSROADS) , 7.95 MILES (12.79 KM) NORTHWEST OF AYNOR, 9.0 MILES
 EB1842'(14.5 KM) SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1842'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1842'803-737-1350.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM)
 EB1842'AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 79.2 FEET (24.1 M) EAST
 EB1842'SOUTHEAST OF SURVEY STATION 034 006, 25.6 FEET (7.8 M) WEST NORTHWEST
 EB1842'OF THE CENTER OF THE HIGHWAY, 5.8 FEET (1.8 M) NORTH NORTHEAST OF A
 EB1842'SCGS REFERENCE WASHER IN A WOODED GUARDRAIL POST, 62.7 FEET (19.1 M)
 EB1842'NORTH NORTHEAST OF A WITNESS POST, 31.4 FEET (9.6 M) SOUTHWEST OF A
 EB1842'WITNESS POST AT THE WEST CORNER OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2723 ***********************************************************************
 EB2723  DESIGNATION -  034 007
 EB2723  PID         -  EB2723
 EB2723  STATE/COUNTY-  SC/MARION
 EB2723  USGS QUAD   -  CENTENARY (1947)
 EB2723
 EB2723                         *CURRENT SURVEY CONTROL
 EB2723  ___________________________________________________________________
 EB2723* NAD 83(2001)-  34 04 15.76543(N)    079 19 54.08155(W)     ADJUSTED  
 EB2723* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 EB2723  ___________________________________________________________________
 EB2723  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 EB2723  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 EB2723
 EB2723  HORZ ORDER  -  SECOND
 EB2723
 EB2723.The horizontal coordinates were established by classical geodetic methods
 EB2723.and adjusted by the National Geodetic Survey in March 2004..
 EB2723
 EB2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2723
 EB2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2723
 EB2723.The geoid height was determined by GEOID03.
 EB2723
 EB2723;                    North         East     Units Scale Factor Converg.
 EB2723;SPC SC       -   249,396.908   763,563.402   MT  0.99981815   +0 55 29.7
 EB2723;SPC SC       -   818,231.33  2,505,129.27   iFT  0.99981815   +0 55 29.7
 EB2723;UTM  17      - 3,771,289.260   653,944.659   MT  0.99989214   +0 56 05.3
 EB2723
 EB2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2723!SPC SC       -   1.00000223  x   0.99981815  =   0.99982038
 EB2723!UTM  17      -   1.00000223  x   0.99989214  =   0.99989437
 EB2723
 EB2723|---------------------------------------------------------------------|
 EB2723| PID    Reference Object                     Distance      Geod. Az  |
 EB2723|                                                           dddmmss.s |
 EB2723| EB3123 034 007 RM 1                         12.090 METERS 11807     |
 EB2723| EB2724 034 007 AZ MK                       APPROX. 0.7 KM 2053851.5 |
 EB2723|---------------------------------------------------------------------|
 EB2723
 EB2723                          SUPERSEDED SURVEY CONTROL
 EB2723
 EB2723  NAD 83(1986)-  34 04 15.77336(N)    079 19 54.08444(W) AD(       ) 2
 EB2723  NAD 27      -  34 04 15.19322(N)    079 19 54.90907(W) AD(       ) 2
 EB2723  NGVD 29 (07/19/86)   19.4    (m)           64.     (f) VERT ANG       
 EB2723
 EB2723.Superseded values are not recommended for survey control.
 EB2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2723.See file dsdata.txt to determine how the superseded data were derived.
 EB2723
 EB2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5394571289(NAD 83)
 EB2723_MARKER: DD = SURVEY DISK
 EB2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2723_STAMPING: HORZ 034 - 007 1981
 EB2723_MARK LOGO: SCGS  
 EB2723_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2723+STABILITY: SURFACE MOTION
 EB2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2723+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB2723
 EB2723  HISTORY     - Date     Condition        Report By
 EB2723  HISTORY     - 1981     MONUMENTED       SCGS
 EB2723  HISTORY     - 20011002 GOOD             SCGS
 EB2723
 EB2723                          STATION DESCRIPTION
 EB2723
 EB2723'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB2723'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF MULLINS,
 EB2723'ABOUT 8 MILES SOUTH-SOUTHEAST OF MARION, ABOUT 1 3/4 MILES SOUTH-
 EB2723'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 501 AND STATE HIGHWAY 41,
 EB2723'ABOUT 3 MILES NORTHEAST OF CENTENARY.  STATION IS ON RAILROAD
 EB2723'PROPERTY IN EDGE OF FIELD.
 EB2723'
 EB2723'TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EB2723'HIGHWAY 501 AND STATE HIGHWAY 41, ABOUT 9 MILES NORTHWEST OF AYNOR,
 EB2723'GO SOUTHWEST ON STATE HIGHWAY 41 FOR 0.56 KM (0.35 MI) TO SIDE ROAD
 EB2723'RIGHT, TURN RIGHT, GO WESTERLY ON COUNTY ROAD S-34-46 FOR 2.9 KM (1.8
 EB2723'MI) TO RAILROAD TRACKS AND AZIMUTH MARK, CROSS TRACKS, TURN RUGHT, GO
 EB2723'NORTHERLY ON FIELD ROAD FOR 0.6 KM (0.35 MI) TO STATION ON RIGHT.
 EB2723'
 EB2723'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2723'---034-007 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 EB2723'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.9 METERS NW FROM
 EB2723'FROM RAILROAD WEST RAIL,  4.7 METERS SE FROM APPROXIMATE CENTER
 EB2723'OF DIRT ROAD, AND  0.9 METERS S FROM THE METAL WITNESS POST.
 EB2723'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2723'DISK STAMPED---034-007 1981---SET INTO AN IRREGULAR MASS OF
 EB2723'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB2723'
 EB2723'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2723'DISK STAMPED---034-007 1981 RM 1---SET INTO THE TOP OF A ROUND
 EB2723'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2723'4.8 METERS SE FROM RAILROAD EAST RAIL, 12.6 METERS SE FROM
 EB2723'WITNESS POST, AND 16.8 METERS SE FROM APPROXIMATE CENTER OF DIRT
 EB2723'ROAD.
 EB2723'
 EB2723'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2723'STAMPED---034-007 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB2723'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  3.4
 EB2723'METERS SE FROM RAILROAD EAST RAIL,  5.3 METERS NE FROM
 EB2723'APPROXIMATE CENTER HIGHWAY 46, AND  0.9 METERS SW FROM RAILROAD
 EB2723'CROSSING SIGN.
 EB2723'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FIELD ROAD ON
 EB2723'WEST SIDE OF RAILROAD TRACKS FOR 0.6 KM (0.4 MI) TO MARK ON LEFT.
 EB2723
 EB2723                          STATION RECOVERY (2001)
 EB2723
 EB2723'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2723'STATION IS LOCATED 9.0 MILES (14.5 KM) NORTHWEST OF AYNOR, 8.35 MILES
 EB2723'(13.44 KM) SOUTH SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB2723'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB2723'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EB2723'STATE HIGHWAY 41 AND U.S.  HIGHWAY 501 (ARIEL CROSSROADS) , 7.9 MILES
 EB2723'(12.7 KM) NORTHWEST OF AYNOR, GO SOUTH SOUTHWEST ON HIGHWAY 41 FOR
 EB2723'0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 46 (SMITH MILL POND
 EB2723'ROAD) , TURN RIGHT ON ROAD 46 FOR 1.75 MILES (2.82 KM) TO A SAND ROAD
 EB2723'RIGHT (LENZIE LETTE ROAD) , TURN RIGHT ON THE SAND ROAD FOR 0.4 MILE
 EB2723'(0.6 KM) TO THE STATION ON THE RIGHT BETWEEN THE ROAD AND A SET OF
 EB2723'RAILROAD TRACKS.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1
 EB2723'CM) AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 14.0 FEET (4.3 M) SOUTHEAST
 EB2723'OF THE CENTER OF THE SAND ROAD, 19.0 FEET (5.8 M) NORTHWEST OF THE
 EB2723'NORTHWEST RAIL OF THE TRACKS, 20.4 FEET (6.2 M) WEST OF A SCGS
 EB2723'REFERENCE WASHER SET INTO A RAILROAD TIE, 2.3 FEET (0.7 M) NORTHEAST
 EB2723'OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY
 EB2723'STATION 034 007 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2724 ***********************************************************************
 EB2724  DESIGNATION -  034 007 AZ MK
 EB2724  PID         -  EB2724
 EB2724  STATE/COUNTY-  SC/MARION
 EB2724  USGS QUAD   -  CENTENARY (1947)
 EB2724
 EB2724                         *CURRENT SURVEY CONTROL
 EB2724  ___________________________________________________________________
 EB2724* NAD 83(2001)-  34 03 56.69321(N)    079 20 05.08495(W)     ADJUSTED  
 EB2724* NAVD 88     -        18.6    (meters)      61.     (feet)  VERTCON   
 EB2724  ___________________________________________________________________
 EB2724  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 EB2724  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 EB2724
 EB2724  HORZ ORDER  -  SECOND
 EB2724
 EB2724.The horizontal coordinates were established by classical geodetic methods
 EB2724.and adjusted by the National Geodetic Survey in March 2004..
 EB2724
 EB2724.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2724
 EB2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2724
 EB2724.The geoid height was determined by GEOID03.
 EB2724
 EB2724;                    North         East     Units Scale Factor Converg.
 EB2724;SPC SC       -   248,804.886   763,290.818   MT  0.99981751   +0 55 23.6
 EB2724;SPC SC       -   816,289.00  2,504,234.97   iFT  0.99981751   +0 55 23.6
 EB2724;UTM  17      - 3,770,697.148   653,672.157   MT  0.99989111   +0 55 58.7
 EB2724
 EB2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2724!SPC SC       -   1.00000231  x   0.99981751  =   0.99981982
 EB2724!UTM  17      -   1.00000231  x   0.99989111  =   0.99989342
 EB2724
 EB2724                          SUPERSEDED SURVEY CONTROL
 EB2724
 EB2724  NAD 83(1986)-  34 03 56.70113(N)    079 20 05.08784(W) AD(       ) 2
 EB2724  NAD 27      -  34 03 56.12054(N)    079 20 05.91214(W) AD(       ) 2
 EB2724  NGVD 29 (07/19/86)   18.9    (m)           62.     (f) VERT ANG       
 EB2724
 EB2724.Superseded values are not recommended for survey control.
 EB2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2724.See file dsdata.txt to determine how the superseded data were derived.
 EB2724
 EB2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5367270697(NAD 83)
 EB2724_MARKER: DD = SURVEY DISK
 EB2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2724_SP_SET: CONCRETE POST
 EB2724_STAMPING: 034-007 AZ MK 1981
 EB2724_MARK LOGO: SCGS  
 EB2724_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2724+STABILITY: SURFACE MOTION
 EB2724
 EB2724  HISTORY     - Date     Condition        Report By
 EB2724  HISTORY     - 1981     MONUMENTED       SCGS
 EB2724  HISTORY     - 19930920 GOOD             SCGS
 EB2724  HISTORY     - 20011002 MARK NOT FOUND   SCGS
 EB2724
 EB2724                          STATION DESCRIPTION
 EB2724
 EB2724'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2724'STATION IS LOCATED 11.0 MILES (17.7 KM) SOUTH SOUTHWEST OF MULLINS,
 EB2724'8.0 MILES (12.9 KM) SOUTH SOUTHEAST OF MARION. OWNERSHIP--SCDOT,
 EB2724'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB2724'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB2724'501 AND STATE HIGHWAY 41 (ARIEL CROSSROADS), 9.0 MILES (14.5 KM)
 EB2724'SOUTHEAST OF MARION, GO SOUTHWEST ON HIGHWAY 41 FOR 0.35 MILE
 EB2724'(0.56 KM) TO THE JUNCTION OF STATE ROAD 46, TURN RIGHT ON ROAD 46 FOR
 EB2724'1.8 MILES (2.9 KM) TO THE STATION NEAR A RAILROAD CROSSING SIGN AT A
 EB2724'RAILROAD CROSSING. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 EB2724'3.4 METERS (11.2 FT) SOUTHEAST OF THE EAST RAIL OF THE TRACKS, 5.3
 EB2724'METERS (17.4 FT) NORTHEAST OF THE CENTER OF THE ROAD, 0.9 METER
 EB2724'(3.0 FT) SOUTHWEST OF THE SIGN POST.
 EB2724
 EB2724                          STATION RECOVERY (2001)
 EB2724
 EB2724'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2724'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 EB2724'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 EB2724'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2725 ***********************************************************************
 EB2725  DESIGNATION -  034 008
 EB2725  PID         -  EB2725
 EB2725  STATE/COUNTY-  SC/MARION
 EB2725  USGS QUAD   -  CENTENARY (1947)
 EB2725
 EB2725                         *CURRENT SURVEY CONTROL
 EB2725  ___________________________________________________________________
 EB2725* NAD 83(2001)-  34 02 54.86357(N)    079 21 09.56661(W)     ADJUSTED  
 EB2725* NAVD 88     -        28.1    (meters)      92.     (feet)  VERTCON   
 EB2725  ___________________________________________________________________
 EB2725  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 EB2725  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 EB2725
 EB2725  HORZ ORDER  -  SECOND
 EB2725
 EB2725.The horizontal coordinates were established by classical geodetic methods
 EB2725.and adjusted by the National Geodetic Survey in March 2004..
 EB2725
 EB2725.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2725
 EB2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2725
 EB2725.The geoid height was determined by GEOID03.
 EB2725
 EB2725;                    North         East     Units Scale Factor Converg.
 EB2725;SPC SC       -   246,873.886   761,668.211   MT  0.99981549   +0 54 47.8
 EB2725;SPC SC       -   809,953.69  2,498,911.45   iFT  0.99981549   +0 54 47.8
 EB2725;UTM  17      - 3,768,765.741   652,049.754   MT  0.99988500   +0 55 21.1
 EB2725
 EB2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2725!SPC SC       -   1.00000081  x   0.99981549  =   0.99981630
 EB2725!UTM  17      -   1.00000081  x   0.99988500  =   0.99988581
 EB2725
 EB2725|---------------------------------------------------------------------|
 EB2725| PID    Reference Object                     Distance      Geod. Az  |
 EB2725|                                                           dddmmss.s |
 EB2725| EB3124 034 008 RM 1                         26.459 METERS 00831     |
 EB2725| EB2726 034 008 AZ MK                       APPROX. 1.3 KM 1804252.6 |
 EB2725|---------------------------------------------------------------------|
 EB2725
 EB2725                          SUPERSEDED SURVEY CONTROL
 EB2725
 EB2725  NAD 83(1986)-  34 02 54.87150(N)    079 21 09.56949(W) AD(       ) 2
 EB2725  NAD 27      -  34 02 54.28840(N)    079 21 10.39170(W) AD(       ) 2
 EB2725  NGVD 29 (07/19/86)   28.4    (m)           93.     (f) VERT ANG       
 EB2725
 EB2725.Superseded values are not recommended for survey control.
 EB2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2725.See file dsdata.txt to determine how the superseded data were derived.
 EB2725
 EB2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5205068766(NAD 83)
 EB2725_MARKER: DD = SURVEY DISK
 EB2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2725
 EB2725  HISTORY     - Date     Condition        Report By
 EB2725  HISTORY     - 1981     MONUMENTED       SCGS
 EB2725
 EB2725                          STATION DESCRIPTION
 EB2725
 EB2725'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB2725'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF MARION, ABOUT 4 MILES
 EB2725'SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 501 AND STATE HIGHWAY
 EB2725'41, ABOUT 3.5 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAYS 41
 EB2725'AND 41 ALT, AND ABOUT 1 MILE NORTH OF CENTENARY ON HIGHWAY ROW
 EB2725'CONTACT-  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX
 EB2725'191, COLUMBIA, S.C.  29202, PHONE (803)758-3414.
 EB2725'
 EB2725'TO REACH THE STATION FROM THE CENTENARY POST OFFICE, GO NORTH ON
 EB2725'STATE HIGHWAY 41 ALT. FOR 1.35 MILES TO THE STATION ON THE RIGHT.
 EB2725'
 EB2725'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2725'---034-008 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2725'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.7 METERS NE FROM THE
 EB2725'39 INCH DIAMETER OAK TREE,  4.6 METERS E FROM A POWERPOLE 113-1,  1.3
 EB2725'METERS N FROM THE WITNESS POST, AND  8.8 METERS W FROM
 EB2725'CENTER OF STATE HIGHWAY 41 ALT.
 EB2725'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2725'DISK STAMPED---034-008 1981---SET INTO AN IRREGULAR MASS OF
 EB2725'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB2725'
 EB2725'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2725'DISK STAMPED---034-008 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB2725'CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2725'32.0 METERS NE FROM THE 39 INCH DIAMETER OAK TREE, 25.0 METERS NE
 EB2725'FROM A POWER POLE 113-1, AND  5.6 METERS W FROM CENTER OF STATE
 EB2725'HIGHWAY 41 ALT.
 EB2725'
 EB2725'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2725'STAMPED---034-008 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB2725'MONUMENT 30.5 CM IN DIAMETER AND FLUSH WITH THE GROUND SURFACE
 EB2725'LOCATED 16.0 METERS N FROM APPROXIMATE CENTER OF
 EB2725'DIRT DRIVEWAY,  5.9 METERS W FROM APPROXIMATE CENTER OF STATE
 EB2725'HIGHWAY 41 ALT, AND  2.3 METERS SSW FROM THE RAILROAD CROSSING SIGN.
 EB2725'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PAVED ROAD
 EB2725'FOR 0.8 MILE TO AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2726 ***********************************************************************
 EB2726  DESIGNATION -  034 008 AZ MK
 EB2726  PID         -  EB2726
 EB2726  STATE/COUNTY-  SC/MARION
 EB2726  USGS QUAD   -  CENTENARY (1947)
 EB2726
 EB2726                         *CURRENT SURVEY CONTROL
 EB2726  ___________________________________________________________________
 EB2726* NAD 83(2001)-  34 02 13.55187(N)    079 21 10.18555(W)     ADJUSTED  
 EB2726* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 EB2726  ___________________________________________________________________
 EB2726  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 EB2726  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 EB2726
 EB2726  HORZ ORDER  -  SECOND
 EB2726
 EB2726.The horizontal coordinates were established by classical geodetic methods
 EB2726.and adjusted by the National Geodetic Survey in March 2004..
 EB2726
 EB2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2726
 EB2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2726
 EB2726.The geoid height was determined by GEOID03.
 EB2726
 EB2726;                    North         East     Units Scale Factor Converg.
 EB2726;SPC SC       -   245,601.134   761,672.624   MT  0.99981418   +0 54 47.5
 EB2726;SPC SC       -   805,778.00  2,498,925.93   iFT  0.99981418   +0 54 47.5
 EB2726;UTM  17      - 3,767,492.901   652,054.370   MT  0.99988501   +0 55 19.7
 EB2726
 EB2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2726!SPC SC       -   1.00000089  x   0.99981418  =   0.99981507
 EB2726!UTM  17      -   1.00000089  x   0.99988501  =   0.99988590
 EB2726
 EB2726                          SUPERSEDED SURVEY CONTROL
 EB2726
 EB2726  NAD 83(1986)-  34 02 13.55980(N)    079 21 10.18842(W) AD(       ) 2
 EB2726  NAD 27      -  34 02 12.97550(N)    079 21 11.01070(W) AD(       ) 2
 EB2726  NGVD 29 (07/19/86)   27.9    (m)           92.     (f) VERT ANG       
 EB2726
 EB2726.Superseded values are not recommended for survey control.
 EB2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2726.See file dsdata.txt to determine how the superseded data were derived.
 EB2726
 EB2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5205467493(NAD 83)
 EB2726_MARKER: DD = SURVEY DISK
 EB2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2726_SP_SET: CONCRETE POST
 EB2726_STAMPING: 034-008 AZ MK 1981
 EB2726_MARK LOGO: SCGS  
 EB2726_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2726+STABILITY: SURFACE MOTION
 EB2726
 EB2726  HISTORY     - Date     Condition        Report By
 EB2726  HISTORY     - 1981     MONUMENTED       SCGS
 EB2726  HISTORY     - 19930920 GOOD             SCGS
 EB2726
 EB2726                          STATION DESCRIPTION
 EB2726
 EB2726'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2726'STATION IS LOCATED 1.0 MILE (1.6 KM) NORTH OF CENTENARY, 9.0 MILES
 EB2726'(14.5 KM) SOUTH OF MARION. OWNERSHIP--SCDOT, DIRECTOR OF
 EB2726'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB2726'803-737-1350. TO REACH THE STATION FROM THE CENTENARY POST OFFICE, GO
 EB2726'NORTH ON STATE HIGHWAY 41 ALTERNATE FOR 0.55 MILE (0.89 KM) TO THE
 EB2726'STATION ON THE LEFT NEAR A RAILROAD CROSSING SIGN. STATION IS A
 EB2726'CONCRETE POST FLUSH WITH THE GROUND, 16.0 METERS (52.5 FT) NORTH OF
 EB2726'THE CENTER OF A DIRT DRIVEWAY, 5.9 METERS (19.4 FT) WEST OF THE
 EB2726'CENTER OF THE HIGHWAY, 2.3 METERS (7.5 FT) SOUTH SOUTHWEST OF THE
 EB2726'RAILROAD CROSSING SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2716 ***********************************************************************
 EB2716  SACS        -  This is a Secondary Airport Control Station.
 EB2716  DESIGNATION -  034 009
 EB2716  PID         -  EB2716
 EB2716  STATE/COUNTY-  SC/MARION
 EB2716  USGS QUAD   -  MULLINS (1981)
 EB2716
 EB2716                         *CURRENT SURVEY CONTROL
 EB2716  ___________________________________________________________________
 EB2716* NAD 83(2001)-  34 10 47.13572(N)    079 20 11.48372(W)     ADJUSTED  
 EB2716* NAVD 88     -        26.46   (meters)      86.8    (feet)  GPS OBS   
 EB2716  ___________________________________________________________________
 EB2716  X           -     977,396.589 (meters)                     COMP
 EB2716  Y           -  -5,190,860.291 (meters)                     COMP
 EB2716  Z           -   3,562,956.029 (meters)                     COMP
 EB2716  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 EB2716  ELLIP HEIGHT-          -6.71  (meters)          (02/10/03) GPS OBS
 EB2716  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 EB2716
 EB2716  HORZ ORDER  -  FIRST
 EB2716  ELLP ORDER  -  FOURTH    CLASS II
 EB2716
 EB2716.This mark is at Marion Airport (MAO)
 EB2716
 EB2716.The horizontal coordinates were established by GPS observations
 EB2716.and adjusted by the National Geodetic Survey in February 2003..
 EB2716
 EB2716.The orthometric height was determined by GPS observations and a
 EB2716.high-resolution geoid model.
 EB2716
 EB2716.GPS derived orthometric heights for airport stations designated as
 EB2716.PACS or SACS are published to 2 decimal places.  This maintains
 EB2716.centimeter relative accuracy between the PACS and SACS.  It does
 EB2716.not indicate centimeter accuracy relative to other marks which are
 EB2716.part of the NAVD 88 network.
 EB2716
 EB2716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB2716
 EB2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2716
 EB2716.The ellipsoidal height was determined by GPS observations
 EB2716.and is referenced to NAD 83.
 EB2716
 EB2716.The geoid height was determined by GEOID03.
 EB2716
 EB2716;                    North         East     Units Scale Factor Converg.
 EB2716;SPC SC       -   261,445.109   762,923.271   MT  0.99983322   +0 55 20.0
 EB2716;SPC SC       -   857,759.54  2,503,029.10   iFT  0.99983322   +0 55 20.0
 EB2716;UTM  17      - 3,783,338.125   653,302.134   MT  0.99988970   +0 56 05.0
 EB2716
 EB2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2716!SPC SC       -   1.00000105  x   0.99983322  =   0.99983427
 EB2716!UTM  17      -   1.00000105  x   0.99988970  =   0.99989075
 EB2716
 EB2716|---------------------------------------------------------------------|
 EB2716| PID    Reference Object                     Distance      Geod. Az  |
 EB2716|                                                           dddmmss.s |
 EB2716| EB3125 034 009 RM 1                         22.560 METERS 03411     |
 EB2716| EB2714 034 009 AZ MK                       APPROX. 1.2 KM 0370251.0 |
 EB2716|---------------------------------------------------------------------|
 EB2716
 EB2716                          SUPERSEDED SURVEY CONTROL
 EB2716
 EB2716  NAD 83(1995)-  34 10 47.13583(N)    079 20 11.48372(W) AD(       ) 1
 EB2716  ELLIP H (09/29/97)   -6.72   (m)                       GP(       ) 4 2
 EB2716  NAD 83(1986)-  34 10 47.14403(N)    079 20 11.48842(W) AD(       ) 2
 EB2716  NAD 27      -  34 10 46.56824(N)    079 20 12.32234(W) AD(       ) 2
 EB2716  NGVD 29 (02/20/88)   26.8    (m)           88.     (f) GPS OBS        
 EB2716
 EB2716.Superseded values are not recommended for survey control.
 EB2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2716.See file dsdata.txt to determine how the superseded data were derived.
 EB2716
 EB2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5330283338(NAD 83)
 EB2716_MARKER: DD = SURVEY DISK
 EB2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2716_STAMPING: HORZ 034-009 1981
 EB2716_MARK LOGO: SCGS  
 EB2716_PROJECTION: FLUSH
 EB2716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2716+STABILITY: SURFACE MOTION
 EB2716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2716+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2001
 EB2716
 EB2716  HISTORY     - Date     Condition        Report By
 EB2716  HISTORY     - 1981     MONUMENTED       SCGS
 EB2716  HISTORY     - 1985     GOOD             NGS
 EB2716  HISTORY     - 19870330 GOOD
 EB2716  HISTORY     - 19960212 GOOD             SCGS
 EB2716  HISTORY     - 19971205 GOOD             NGS
 EB2716  HISTORY     - 20010828 GOOD             SCGS
 EB2716
 EB2716                          STATION DESCRIPTION
 EB2716
 EB2716'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB2716'THE STATION IS LOCATED ABOUT 3 MILES EAST OF MARION, ABOUT 5 MILES
 EB2716'WEST OF MULLINS, AND ON THE MARION COUNTY MUNICIPAL AIRPORT.
 EB2716'
 EB2716'TO REACH THE STATION FROM THE MARION COUNTY AIRPORT
 EB2716'TERMINAL, GO THROUGH GATE IN CHAIN LINK FENCE, THEN TURN LEFT,
 EB2716'SOUTHERLY, FOR 0.1 MILE TO RUNWAY, TURN RIGHT ON RUNWAY, WESTERLY,
 EB2716'AND GO FOR 0.3 MILE ON RUNWAY TO STATION ON THE RIGHT ACROSS THE
 EB2716'DRAINAGE DITCH.  DESCRIBED BY M.W.L.
 EB2716'
 EB2716'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2716'---034-009 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2716'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.6  E METERS M FROM
 EB2716'METAL WITNESS POST, 20.7  E METERS FROM FENCE LINE, 33.12 W METERS
 EB2716'FROM EDGE OF RUNWAY, AND  4.3  W METERS FROM CENTER OF DRAINAGE
 EB2716'DITCH.
 EB2716'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2716'DISK STAMPED---034-009 1981---SET INTO AN IRREGULAR MASS OF
 EB2716'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB2716'
 EB2716'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2716'DISK STAMPED---034-009 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB2716'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2716'22.6 METERS WNW FROM METAL WITNESS POST,  20.7 METERS  E FROM  FENCE
 EB2716'LINE, 33.12 METERS W FROM EDGE OF RUNWAY, AND  4.0 METERS W FROM
 EB2716'CENTER OF DRAINAGE DITCH.
 EB2716'
 EB2716'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED---AZ MK
 EB2716'034-009 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 EB2716'DIAMETER FLUSH WITH THE GROUND LOCATED  0.6 METERS W FROM METAL
 EB2716'WITNESS POST, 11.4 METERS W FROM CENTER OF TURNAROUND,  6.8 METERS S
 EB2716'FROM CENTER OF WESTBOUND LANE OF U.S. HIGHWAY 76, AND 10.7 METERS N
 EB2716'FROM CENTER OF EASTBOUND LANE OF U.S. HIGHWAY 76.
 EB2716'TO REACH THE AZIMUTH MARK FROM THE AIRPORT OFFICE BUILDING, GO WEST
 EB2716'ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO U.S. HIGHWAY 76, TURN RIGHT, GO
 EB2716'EASTERLY ON U.S. HIGHWAY 76 FOR 0.8 KM (0.5 MI) TO AZIMUTH MARK IN
 EB2716'MEDIAN STRIP ON LEFT, ACROSS ROAD FROM THE FAMILY SHOE STORE.
 EB2716
 EB2716                          STATION RECOVERY (1985)
 EB2716
 EB2716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EB2716'THE STATION WAS RECOVERED AT THIS DATE.
 EB2716'
 EB2716'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 EB2716'EAST OF MARION, AT THE MARION COUNTY AIRPORT, ALONG THE SINGLE
 EB2716'RUNWAY.
 EB2716'OWNERSHIP--MARION COUNTY, C/O AIRPORT MANAGER WALTER BYRD, RT 3,
 EB2716'BOX 349B, MULLINS, SC 29574.  PHONE (803) 423-4331.
 EB2716'
 EB2716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76 AND 501
 EB2716'IN MARION, GO EAST FOR 6.2 KM (3.85 MI) ON HIGHWAY 76 TO A PAVED
 EB2716'ROAD RIGHT, JUST PAST THE COUNTY VOCATIONAL SCHOOL.
 EB2716'TURN RIGHT AND GO SOUTHEAST FOR 0.5 KM (0.3 MI) ON THE PAVED ROAD TO
 EB2716'ITS END AT THE TERMINAL BUILDING.
 EB2716'TURN LEFT AND GO NORTHEAST FOR 40 METERS (131 FT) ON A PAVED ROAD
 EB2716'TO A LOCKED GATE.  PASS THROUGH GATE, THEN TURN SHARP RIGHT,
 EB2716'CROSSING GRASS AND TARMAC FOR 0.2 KM (0.1 MI) TO THE RUNWAY.
 EB2716'TURN RIGHT AND GO SOUTHWEST FOR 0.4 KM (0.25 MI) ALONG SIDE THE
 EB2716'RUNWAY TO THE MARK ON THE RIGHT.
 EB2716'
 EB2716'THE STATION IS A STANDARD SCGS DISK
 EB2716'STAMPED---34 009 1981---,
 EB2716'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EB2716'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 EB2716'394.0 METERS (1292.6 FT) SOUTHWEST FROM THE RAMP CENTER,
 EB2716'464.0 METERS (1522.3 FT) NORTHEAST FROM THE END OF RUNWAY 4,
 EB2716'48.2 METERS (158.1 FT) NORTHWEST FROM THE RUNWAY CENTER, 1 METER
 EB2716'LOWER THAN THE RUNWAY,
 EB2716'0.6 METERS (2.0 FT) SOUTHEAST FROM A METAL WITNESS POST SET IN THE
 EB2716'MOW LINE,
 EB2716'4.5 METERS (14.8 FT) NORTHWEST FROM A DITCH, AND
 EB2716'171.5 METERS (562.7 FT) NORTHEAST FROM THE NORTHEAST END OF A DRAIN
 EB2716'PIPE UNDER A TRACK ROAD.
 EB2716'
 EB2716'THIS STATION WAS USED AS THE AZIMUTH MARK FOR MARPORT 1985, ALSO AT
 EB2716'THE AIRPORT.
 EB2716'
 EB2716'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 EB2716
 EB2716                          STATION RECOVERY (1987)
 EB2716
 EB2716'RECOVERED 1987
 EB2716'RECOVERED IN GOOD CONDITION.
 EB2716
 EB2716                          STATION RECOVERY (1996)
 EB2716
 EB2716'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB2716'STATION IS LOCATED 3.7 MILES (6.0 KM) EAST NORTHEAST OF MARION, 5.0
 EB2716'MILES (8.0 KM) WEST SOUTHWEST OF MULLINS.  OWNERSHIP--MARION COUNTY
 EB2716'AIRPORT, P.O.  BOX 183, MARION, SC 29571, PHONE 803-423-3904, MANAGER,
 EB2716'MARGARET PITTMAN.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EB2716'HIGHWAYS 501 AND 76, 3.3 MILES (5.3 KM) EAST NORTHEAST OF MARION, GO
 EB2716'EAST ON HIGHWAY 76 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE
 EB2716'ROAD 527 (AIRPORT ROAD) , TURN RIGHT ON ROAD 527 FOR 0.35 MILE (0.56
 EB2716'KM) TO THE BRICK MARION COUNTY AIRPORT TERMINAL BUILDING AHEAD AND A
 EB2716'CHAIN LINK GATE ON THE LEFT IN A PAVED PARKING AREA, PROCEED THROUGH
 EB2716'GATE AND RIGHT ACROSS APRON AND TAXIWAY FOR 0.1 MILE (0.2 KM) TO THE
 EB2716'RUNWAY, TURN RIGHT ON RUNWAY FOR 0.25 MILE (0.40 KM) TO THE STATION ON
 EB2716'THE RIGHT BETWEEN A DRAINAGE DITCH AND A WIRE FENCE LINE.  STATION IS
 EB2716'A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 EB2716'RUNWAY, 108.0 FEET (32.9 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 EB2716'RUNWAY, 14.8 FEET (4.5 M) NORTHWEST OF A DITCH PARALLEL TO RUNWAY,
 EB2716'213.0 FEET (64.9 M) SOUTHWEST OF A DRAINAGE DITCH PERPENDICULAR TO
 EB2716'RUNWAY, 149.8 FEET (45.7 M) NORTH OF RUNWAY LIGHT NUMBER 42, 67.3 FEET
 EB2716'(20.5 M) SOUTHEAST OF A WITNESS POST IN FENCE LINE.  THIS STATION IS
 EB2716'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.  RECOVERED BY R.W.
 EB2716'ROBERTS.
 EB2716
 EB2716                          STATION RECOVERY (1997)
 EB2716
 EB2716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 EB2716'RECOVERED AS DESCRIBED.
 EB2716
 EB2716                          STATION RECOVERY (2001)
 EB2716
 EB2716'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2716'STATION IS LOCATED 3.7 MILES (6.0 KM) EAST OF MARION, 5.0 MILES (8.0
 EB2716'KM) WEST SOUTHWEST OF MULLINS.  OWNERSHIP--MARION COUNTY AIRPORT, 225
 EB2716'AIRPORT COURT, MULLINS, SC 29574, PHONE 843-526-1409 (MARG
 EB2716'PITTMAN-MANAGER) .  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EB2716'U.S.  HIGHWAYS 501 BYPASS AND 76 (EAST LIBERTY STREET) , 3.2 MILES
 EB2716'(5.1 KM) EAST OF MARION, GO EAST ON HIGHWAY 76 FOR 0.45 MILE (0.72 KM)
 EB2716'TO THE JUNCTION OF STATE ROAD 527 (AIRPORT COURT) , TURN RIGHT ON ROAD
 EB2716'527 FOR 0.35 MILE (0.56 KM) TO THE MAIN TERMINAL BUILDING OF THE
 EB2716'MARION COUNTY AIRPORT, TURN LEFT AT THE TERMINAL FOR 0.05 MILE (0.08
 EB2716'KM) TO A LOCKED GATE AND AFTER OBTAINING PERMISSION PASS THROUGH THE
 EB2716'GATE AND TURN RIGHT FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF THE
 EB2716'MAIN RUNWAY, TURN RIGHT ALONG THE EDGE OF THE RUNWAY 0.3 MILE (0.5 KM)
 EB2716'TO THE STATION ON THE RIGHT ON THE NORTHWEST SIDE OF A DRAINAGE DITCH.
 EB2716'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M)
 EB2716'BELOW THE RUNWAY, 107.5 FEET (32.8 M) NORTHWEST OF THE NORTHWEST EDGE
 EB2716'OF THE MAIN RUNWAY, 15.0 FEET (4.6 M) NORTHWEST OF THE CENTER OF THE
 EB2716'DRAINAGE DITCH, 68.0 FEET (20.7 M) SOUTHEAST OF A BARBED WIRE FENCE
 EB2716'LINE, 123.0 FEET (37.5 M) WEST OF A WHITE RUNWAY LIGHT NUMBER 41, 67.1
 EB2716'FEET (20.5 M) SOUTHEAST OF A WITNESS POST.  NOTE-STATION IS
 EB2716'INTERVISIBLE WITH HORIZONTAL STATION MARPORT, HORIZONTAL STATION MAO
 EB2716'AND SURVEY STATION 034 009 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2714 ***********************************************************************
 EB2714  DESIGNATION -  034 009 AZ MK
 EB2714  PID         -  EB2714
 EB2714  STATE/COUNTY-  SC/MARION
 EB2714  USGS QUAD   -  MULLINS (1981)
 EB2714
 EB2714                         *CURRENT SURVEY CONTROL
 EB2714  ___________________________________________________________________
 EB2714* NAD 83(2001)-  34 11 19.07279(N)    079 19 42.47245(W)     ADJUSTED  
 EB2714* NAVD 88     -        28.4    (meters)      93.     (feet)  VERTCON   
 EB2714  ___________________________________________________________________
 EB2714  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 EB2714  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 EB2714
 EB2714  HORZ ORDER  -  SECOND
 EB2714
 EB2714.The horizontal coordinates were established by classical geodetic methods
 EB2714.and adjusted by the National Geodetic Survey in March 2004..
 EB2714
 EB2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2714
 EB2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2714
 EB2714.The geoid height was determined by GEOID03.
 EB2714
 EB2714;                    North         East     Units Scale Factor Converg.
 EB2714;SPC SC       -   262,440.868   763,650.065   MT  0.99983461   +0 55 36.1
 EB2714;SPC SC       -   861,026.47  2,505,413.60   iFT  0.99983461   +0 55 36.1
 EB2714;UTM  17      - 3,784,334.102   654,028.751   MT  0.99989246   +0 56 22.0
 EB2714
 EB2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2714!SPC SC       -   1.00000075  x   0.99983461  =   0.99983536
 EB2714!UTM  17      -   1.00000075  x   0.99989246  =   0.99989321
 EB2714
 EB2714                          SUPERSEDED SURVEY CONTROL
 EB2714
 EB2714  NAD 83(1986)-  34 11 19.08112(N)    079 19 42.47718(W) AD(       ) 2
 EB2714  NAD 27      -  34 11 18.50570(N)    079 19 43.31133(W) AD(       ) 2
 EB2714  NGVD 29 (07/19/86)   28.7    (m)           94.     (f) VERT ANG       
 EB2714
 EB2714.Superseded values are not recommended for survey control.
 EB2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2714.See file dsdata.txt to determine how the superseded data were derived.
 EB2714
 EB2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5402984334(NAD 83)
 EB2714_MARKER: DD = SURVEY DISK
 EB2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2714_SP_SET: CONCRETE POST
 EB2714_STAMPING: AZ MK 034-009 1981
 EB2714_MARK LOGO: SCGS  
 EB2714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2714+STABILITY: SURFACE MOTION
 EB2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2714+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB2714
 EB2714  HISTORY     - Date     Condition        Report By
 EB2714  HISTORY     - 1981     MONUMENTED       SCGS
 EB2714  HISTORY     - 19930920 GOOD             SCGS
 EB2714  HISTORY     - 19960212 GOOD             SCGS
 EB2714  HISTORY     - 20010828 GOOD             SCGS
 EB2714  HISTORY     - 20040812 GOOD             USPSQD
 EB2714  HISTORY     - 20051103 GOOD             USPSQD
 EB2714  HISTORY     - 20051115 GOOD             USPSQD
 EB2714
 EB2714                          STATION DESCRIPTION
 EB2714
 EB2714'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2714'STATION IS LOCATED 4.2 MILES (6.8 KM) EAST OF MARION.
 EB2714'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB2714'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB2714'JUNCTION OF U.S. HIGHWAYS 76, 501 BUSINESS AND STATE HIGHWAY 41
 EB2714'ALTERNATE IN MARION, GO EAST ON HIGHWAY 76 FOR 3.85 MILES (6.20 KM)
 EB2714'TO A ROAD RIGHT JUST PAST THE COUNTY VOCATIONAL SCHOOL, CONTINUE ON
 EB2714'HIGHWAY 76 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT IN THE
 EB2714'MEDIAN OF THE HIGHWAY AND ACROSS THE ROAD FROM THE FAMILY SHOE STORE.
 EB2714'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 0.6 METER (2.0 FT)
 EB2714'WEST OF A WITNESS POST, 11.4 METERS (37.4 FT) WEST OF THE CENTER OF A
 EB2714'CROSSOVER ROAD, 6.8 METERS (22.3 FT) SOUTH OF THE WESTBOUND LANES OF
 EB2714'THE HIGHWAY, 10.7 METERS (35.1 FT) NORTH OF THE CENTER OF THE
 EB2714'EASTBOUND LANES OF THE HIGHWAY.
 EB2714
 EB2714                          STATION RECOVERY (1996)
 EB2714
 EB2714'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB2714'STATION IS LOCATED 4.25 MILES (6.84 KM) EAST NORTHEAST OF MARION, 4.4
 EB2714'MILES (7.1 KM) WEST SOUTHWEST OF MULLINS.  OWNERSHIP--MARION COUNTY
 EB2714'AIRPORT, P.O.  BOX 183, MARION, SC 29571, PHONE 803-423-3904, MANAGER,
 EB2714'MARGARET PITTMAN.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EB2714'HIGHWAYS 501 AND 76, 3.3 MILES (5.3 KM) EAST NORTHEAST OF MARION, GO
 EB2714'EAST ON HIGHWAY 76 FOR 1.05 MILES (1.69 KM) TO THE STATION ON THE LEFT
 EB2714'IN A GRASS MEDIAN BETWEEN THE EAST AND WEST BOUND LANES OF THE
 EB2714'HIGHWAY, AT THE EXTENDED CENTER OF STATE ROAD 45.  STATION IS A
 EB2714'CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) BELOW
 EB2714'THE HIGHWAY, 35.5 FEET (10.8 M) NORTH OF THE EAST BOUND LANES OF THE
 EB2714'HIGHWAY, 25.5 FEET (7.8 M) SOUTH OF THE WEST BOUND LANES OF THE
 EB2714'HIGHWAY, 35.5 FEET (10.8 M) WEST NORTHWEST OF THE EXTENDED CENTER OF
 EB2714'ROAD 45 (ALSO CENTER OF ACCESS ROAD) , 10.0 FEET (3.0 M) WEST OF A
 EB2714'WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
 EB2714
 EB2714                          STATION RECOVERY (2001)
 EB2714
 EB2714'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2714'STATION IS LOCATED 4.2 MILES (6.8 KM) EAST OF MARION, 4.4 MILES (7.1
 EB2714'KM) WEST SOUTHWEST OF MULLINS.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB2714'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB2714'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 EB2714'HIGHWAYS 501 BYPASS AND 76 (EAST LIBERTY STREET) , 3.2 MILES (5.1 KM)
 EB2714'EAST OF MARION, GO EAST ON HIGHWAY 76 FOR 1.05 MILES (1.69 KM) THE
 EB2714'STATION ON THE LEFT IN A GRASSY MEDIAN FORMED BY THE NORTH/SOUTH BOUND
 EB2714'LANES OF THE HIGHWAY AND A PAVED MEDIAN LEADING TO STATE ROAD 45
 EB2714'(LIPSCOMB ROAD) .  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1
 EB2714'CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 35.0 FEET (10.7 M) NORTH
 EB2714'OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 25.5 FEET (7.8 M)
 EB2714'SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 37.0 FEET
 EB2714'(11.3 M) WEST OF THE CENTER OF THE PAVED MEDIAN (ALSO THE EXTENDED
 EB2714'CENTER OF ROAD 45) , 27.8 FEET (8.5 M) NORTHWEST OF THE CENTER OF A
 EB2714'WATER VALVE COVER.  NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL
 EB2714'STATION MARPORT, HORIZONTAL STATION MAO AND SURVEY STATION 034 009.
 EB2714
 EB2714                          STATION RECOVERY (2004)
 EB2714
 EB2714'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2714'RECOVERED IN GOOD CONDITION.
 EB2714
 EB2714                          STATION RECOVERY (2005)
 EB2714
 EB2714'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2714'RECOVERED IN GOOD CONDITION.
 EB2714
 EB2714                          STATION RECOVERY (2005)
 EB2714
 EB2714'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2742 ***********************************************************************
 EB2742  DESIGNATION -  034 010
 EB2742  PID         -  EB2742
 EB2742  STATE/COUNTY-  SC/MARION
 EB2742  USGS QUAD   -  MARION (1947)
 EB2742
 EB2742                         *CURRENT SURVEY CONTROL
 EB2742  ___________________________________________________________________
 EB2742* NAD 83(2001)-  34 08 58.10374(N)    079 23 34.99711(W)     ADJUSTED  
 EB2742* NAVD 88     -        19.4    (meters)      64.     (feet)  VERTCON   
 EB2742  ___________________________________________________________________
 EB2742  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 EB2742  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 EB2742
 EB2742  HORZ ORDER  -  SECOND
 EB2742
 EB2742.The horizontal coordinates were established by classical geodetic methods
 EB2742.and adjusted by the National Geodetic Survey in March 2004..
 EB2742
 EB2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2742
 EB2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2742
 EB2742.The geoid height was determined by GEOID03.
 EB2742
 EB2742;                    North         East     Units Scale Factor Converg.
 EB2742;SPC SC       -   258,004.080   757,765.396   MT  0.99982866   +0 53 27.2
 EB2742;SPC SC       -   846,470.08  2,486,106.94   iFT  0.99982866   +0 53 27.2
 EB2742;UTM  17      - 3,779,895.856   648,144.720   MT  0.99987054   +0 54 08.0
 EB2742
 EB2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2742!SPC SC       -   1.00000215  x   0.99982866  =   0.99983081
 EB2742!UTM  17      -   1.00000215  x   0.99987054  =   0.99987269
 EB2742
 EB2742:                Primary Azimuth Mark                     Grid Az
 EB2742:SPC SC       -  034 010 AZ MK                            111 10 47.8
 EB2742:UTM  17      -  034 010 AZ MK                            111 10 07.0
 EB2742
 EB2742|---------------------------------------------------------------------|
 EB2742| PID    Reference Object                     Distance      Geod. Az  |
 EB2742|                                                           dddmmss.s |
 EB2742| EB2740 034 010 AZ MK                       APPROX. 0.8 KM 1120415.0 |
 EB2742| EB3126 034 010 RM 1                         23.834 METERS 28847     |
 EB2742|---------------------------------------------------------------------|
 EB2742
 EB2742                          SUPERSEDED SURVEY CONTROL
 EB2742
 EB2742  NAD 83(1986)-  34 08 58.11076(N)    079 23 34.99956(W) AD(       ) 2
 EB2742  NAD 27      -  34 08 57.53148(N)    079 23 35.81183(W) AD(       ) 2
 EB2742  NGVD 29 (07/19/86)   19.7    (m)           65.     (f) VERT ANG       
 EB2742
 EB2742.Superseded values are not recommended for survey control.
 EB2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2742.See file dsdata.txt to determine how the superseded data were derived.
 EB2742
 EB2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4814579896(NAD 83)
 EB2742_MARKER: DD = SURVEY DISK
 EB2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2742
 EB2742  HISTORY     - Date     Condition        Report By
 EB2742  HISTORY     - 1981     MONUMENTED       SCGS
 EB2742  HISTORY     - 20040406 POOR             SCGS
 EB2742
 EB2742                          STATION DESCRIPTION
 EB2742
 EB2742'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB2742'THE STATION IS LOCATED ABOUT 3.25 MILES SOUTH OF MARION, 1 MILE NORTH
 EB2742'OF COLLINS CREEK, 1.25 MILES SOUTHWEST OF THE JUNCTION OF U.S.
 EB2742'HIGHWAY 501 AND STATE HIGHWAY ALT, JUST OFF PAVED ROAD, IN A WOODS
 EB2742'EDGE,NEXT TO CULTIVATED FIELD.
 EB2742'
 EB2742'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 AND STATE
 EB2742'HIGHWAY 41A AND 576 AT THE EAST EDGE OF MARION, GO NORTHWESTERLY ON
 EB2742'STATE HIGHWAY 576 FOR 0.8 KM (0.5 MI) TO FIELD ENTRANCE ON RIGHT.
 EB2742'TURN RIGHT FOR ABUUT 50 FEET TO STATION.  DESCRIBED BY R. D. SVEUM.
 EB2742'
 EB2742'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2742'---034-010 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 EB2742'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.5 METERS W FROM A
 EB2742'POWER POLE 42, 22.2 METERS NE FROM APPROXIMATE CENTER OF
 EB2742'NORTHBOUND LANE OF STATE HIGHWAY 576, 0.3 METERS WSW FROM THE
 EB2742'METAL WITNESS POST, AND 78.3 METERS SE FROM A POWER POLE 41.
 EB2742'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2742'DISK STAMPED---034-010 1981---SET INTO AN IRREGULAR MASS OF
 EB2742'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB2742'
 EB2742'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2742'DISK STAMPED---034-010 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB2742'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2742'23.5 METERS  NE FROM  FROM APPROXIMATE CENTER OF NORTHBOUND LANE
 EB2742'STATE HIGHWAY 576,  54.6 METERS  SE FROM  OF A POWER POLE,
 EB2742'29.3 METERS  NW FROM  OF A POWER POLE 42, AND  24.1 METERS  NW FROM
 EB2742'OF A METAL WITNESS POST.
 EB2742'
 EB2742'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED
 EB2742'---034-010 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB2742'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.5
 EB2742'METERS NE FROM APPROXIMATE CENTER OF NORTHBOUND LANE STATE HIGHWAY
 EB2742'576,  6.7 METERS SW FROM APPROXIMATE CENTER ENTRANCE
 EB2742'ROAD TO HIGHWAY 501,  1.9 METERS E FROM A METAL WITNESS POST, AND
 EB2742'3.6 METERS N FROM A METAL DRAIN CENTER.
 EB2742'TO REACH THE AZIMUTH MARK FROM THE STATION,
 EB2742'GO SOUTHEAST ON STATE HIGHWAY 576 FOR 0.7 KM (0.45 MI) TO AZIMUTH ON
 EB2742'RIGHT.
 EB2742
 EB2742                          STATION RECOVERY (2004)
 EB2742
 EB2742'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 EB2742'STATION FOUND WITH DISK MISSING, ONLY THE STEM OF THE DISK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2740 ***********************************************************************
 EB2740  DESIGNATION -  034 010 AZ MK
 EB2740  PID         -  EB2740
 EB2740  STATE/COUNTY-  SC/MARION
 EB2740  USGS QUAD   -  MARION (1947)
 EB2740
 EB2740                         *CURRENT SURVEY CONTROL
 EB2740  ___________________________________________________________________
 EB2740* NAD 83(2001)-  34 08 48.67027(N)    079 23 07.01658(W)     ADJUSTED  
 EB2740* NAVD 88     -        20.8    (meters)      68.     (feet)  VERTCON   
 EB2740  ___________________________________________________________________
 EB2740  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 EB2740  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 EB2740
 EB2740  HORZ ORDER  -  SECOND
 EB2740
 EB2740.The horizontal coordinates were established by classical geodetic methods
 EB2740.and adjusted by the National Geodetic Survey in March 2004..
 EB2740
 EB2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2740
 EB2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2740
 EB2740.The geoid height was determined by GEOID03.
 EB2740
 EB2740;                    North         East     Units Scale Factor Converg.
 EB2740;SPC SC       -   257,724.667   758,486.515   MT  0.99982828   +0 53 42.7
 EB2740;SPC SC       -   845,553.37  2,488,472.82   iFT  0.99982828   +0 53 42.7
 EB2740;UTM  17      - 3,779,616.573   648,865.926   MT  0.99987318   +0 54 23.5
 EB2740
 EB2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2740!SPC SC       -   1.00000193  x   0.99982828  =   0.99983021
 EB2740!UTM  17      -   1.00000193  x   0.99987318  =   0.99987511
 EB2740
 EB2740                          SUPERSEDED SURVEY CONTROL
 EB2740
 EB2740  NAD 83(1986)-  34 08 48.67733(N)    079 23 07.01901(W) AD(       ) 2
 EB2740  NAD 27      -  34 08 48.09765(N)    079 23 07.83219(W) AD(       ) 2
 EB2740  NGVD 29 (07/19/86)   21.1    (m)           69.     (f) VERT ANG       
 EB2740
 EB2740.Superseded values are not recommended for survey control.
 EB2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2740.See file dsdata.txt to determine how the superseded data were derived.
 EB2740
 EB2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4886679617(NAD 83)
 EB2740_MARKER: DD = SURVEY DISK
 EB2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2740_SP_SET: CONCRETE POST
 EB2740_STAMPING: 034-010 AZ MK 1981
 EB2740_MARK LOGO: SCGS  
 EB2740_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2740+STABILITY: SURFACE MOTION
 EB2740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2740+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 EB2740
 EB2740  HISTORY     - Date     Condition        Report By
 EB2740  HISTORY     - 1981     MONUMENTED       SCGS
 EB2740  HISTORY     - 19930920 GOOD             SCGS
 EB2740  HISTORY     - 20040406 GOOD             SCGS
 EB2740
 EB2740                          STATION DESCRIPTION
 EB2740
 EB2740'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2740'STATION IS LOCATED 3.25 MILES (5.23 KM) SOUTH OF MARION.
 EB2740'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB2740'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB2740'JUNCTION OF STATE HIGHWAYS 41 ALTERNATE, 576 AND U.S. HIGHWAY 501 AT
 EB2740'THE SOUTHEAST EDGE OF MARION, GO NORTHWEST ON HIGHWAY 76 FOR 0.05
 EB2740'MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A METAL DRAIN. STATION
 EB2740'IS A CONCRETE POST FLUSH WITH THE GROUND, 12.5 METERS (41.0 FT)
 EB2740'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 6.7
 EB2740'METERS (22.0 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE ROAD TO
 EB2740'HIGHWAY 501, 1.9 METERS (6.2 FT) EAST OF A METAL WITNESS POST, 3.6
 EB2740'METERS (11.8 FT) NORTH OF THE CENTER OF A METAL DRAIN.
 EB2740
 EB2740                          STATION RECOVERY (2004)
 EB2740
 EB2740'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 EB2740'STATION IS LOCATED 3.25 MILES SOUTH OF MARION. OWNERSHIP--SCDOT,
 EB2740'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB2740'803-737-1350.
 EB2740'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 ALTERNATE,
 EB2740'576 AND U.S. HIGHWAY 501 BUSINESS AT THE SOUTHEAST EDGE OF MARION, GO
 EB2740'NORTHWEST ON HIGHWAY 576 FOR 0.05 MILE TO THE STATION ON THE RIGHT
 EB2740'NEAR A METAL DRAIN.
 EB2740'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 41.3 FEET NORTHEAST
 EB2740'OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY 576, 22.0 FEET
 EB2740'SOUTHWEST OF THE CENTER OF 501 BUSINESS SOUTH BOUND LANE, 93.3 FEET
 EB2740'SOUTHEAST OF THE SOUTHWEST CORNER OF THE WEST ONE OF TWO BRICK PILLARS
 EB2740'FOR THE WELCOME TO MARION SIGN, 80.0 FEET NORTH NORTHWEST OF A WITNESS
 EB2740'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2763 ***********************************************************************
 EB2763  DESIGNATION -  034 011
 EB2763  PID         -  EB2763
 EB2763  STATE/COUNTY-  SC/MARION
 EB2763  USGS QUAD   -  FORK (1959)
 EB2763
 EB2763                         *CURRENT SURVEY CONTROL
 EB2763  ___________________________________________________________________
 EB2763* NAD 83(2001)-  34 15 21.71762(N)    079 18 54.90570(W)     ADJUSTED  
 EB2763* NAVD 88     -        34.3    (meters)     113.     (feet)  VERTCON   
 EB2763  ___________________________________________________________________
 EB2763  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 EB2763  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 EB2763
 EB2763  HORZ ORDER  -  SECOND
 EB2763
 EB2763.The horizontal coordinates were established by classical geodetic methods
 EB2763.and adjusted by the National Geodetic Survey in March 2004..
 EB2763
 EB2763.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2763
 EB2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2763
 EB2763.The geoid height was determined by GEOID03.
 EB2763
 EB2763;                    North         East     Units Scale Factor Converg.
 EB2763;SPC SC       -   269,935.042   764,745.821   MT  0.99984595   +0 56 02.5
 EB2763;SPC SC       -   885,613.65  2,509,008.60   iFT  0.99984595   +0 56 02.5
 EB2763;UTM  17      - 3,791,828.944   655,122.783   MT  0.99989662   +0 56 54.7
 EB2763
 EB2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2763!SPC SC       -   0.99999982  x   0.99984595  =   0.99984577
 EB2763!UTM  17      -   0.99999982  x   0.99989662  =   0.99989644
 EB2763
 EB2763|---------------------------------------------------------------------|
 EB2763| PID    Reference Object                     Distance      Geod. Az  |
 EB2763|                                                           dddmmss.s |
 EB2763| EB3127 034 011 RM 1                         19.107 METERS 18134     |
 EB2763| EB2713 034 011 AZ MK                       APPROX. 1.0 KM 1861922.5 |
 EB2763| EB2764 PT 1 G                              355.401 METERS 33853     |
 EB2763|---------------------------------------------------------------------|
 EB2763
 EB2763                          SUPERSEDED SURVEY CONTROL
 EB2763
 EB2763  NAD 83(1986)-  34 15 21.72575(N)    079 18 54.90847(W) AD(       ) 2
 EB2763  NAD 27      -  34 15 21.15694(N)    079 18 55.73455(W) AD(       ) 2
 EB2763  NGVD 29 (07/19/86)   34.6    (m)          114.     (f) VERT ANG       
 EB2763
 EB2763.Superseded values are not recommended for survey control.
 EB2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2763.See file dsdata.txt to determine how the superseded data were derived.
 EB2763
 EB2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5512391829(NAD 83)
 EB2763_MARKER: DD = SURVEY DISK
 EB2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2763
 EB2763  HISTORY     - Date     Condition        Report By
 EB2763  HISTORY     - 1982     MONUMENTED       SCGS
 EB2763
 EB2763                          STATION DESCRIPTION
 EB2763
 EB2763'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB2763'THE STATION IS LOCATED ABOUT 16.6 KM (10.3 MI) SOUTHWEST OF LAKEVIEW,
 EB2763'12.1 KM (7.5 MI) NORTHEAST OF MARION, 8.8 IS ON THE RIGHT- OF-WAY OF
 EB2763'COUNTY ROAD S-34-22.  FOR INFORMATION CONTACT-  GEORGE WEATHERS,
 EB2763'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 EB2763'(803) 758-3414.
 EB2763'
 EB2763'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 41 AND U.S.
 EB2763'HIGHWAY 501 IN MARION, GO EASTERLY ON STATE HIGHWAY 41 FOR 1.6 KM
 EB2763'(0.1 MI) TO THE JUNCTION OF HIGHWAY 41A.  KEEP LEFT, GO NORTHEAST ON
 EB2763'HIGHWAY 41A FOR 2.4 KM (1.5 MI) TO SIDE ROAD LEFT, COUNTY ROAD
 EB2763'S-34-518.  CONTINUE AHEAD ON STATE HIGHWAY 41A FOR 4.2 KM (2.6 MI) TO
 EB2763'THE JUNCTION OF HIGHWAYS S-34-263 AND S-34-45.  CONTINUE AHEAD
 EB2763'NORTHEAST ON STATE HIGHWAY 41A FOR 3.9 KM (1.4 MI) TO CROSSROADS AND
 EB2763'THE JUNCTION OF COUNTY ROADS S-34-400 AND S-34-22.  TURN RIGHT, GO
 EB2763'SOUTHEAST ON S-34-22 FOR (0.4 MI)TO STATION ON LEFT IN SCHOOL YARD.
 EB2763'
 EB2763'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2763'---034 011 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2763'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 32.7 METERS E FROM THE
 EB2763'CENTER OF PAVED ROAD, S-34-22,  0.3 METERS W FROM THE METAL WITNESS
 EB2763'POST, 28.1 METERS ENE FROM THE POWER POLE, AND 34.1 METERS N FROM THE
 EB2763'THE NORTHWEST CORNER OF BRICK SCHOOL HOUSE.
 EB2763'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2763'DISK STAMPED---034 011 1981---SET INTO AN IRREGULAR MASS OF
 EB2763'CONCRETE 1.3 METERS BELOW THE SURFACE.
 EB2763'
 EB2763'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2763'DISK STAMPED---034 011 1981 RM 1---SET INTO THE TOP OF A ROUND
 EB2763'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2763'32.9 METERS E FROM THE CENTER OF PAVED ROAD, S-34-22, 19.2 METERS S
 EB2763'FROM THE METAL WITNESS POST NEAR STATION, 28.2 METERS SE FROM THE
 EB2763'POWER POLE, AND 14.9 METERS N FROM THE NORTHWEST CORNER OF BRICK
 EB2763'SCHOOL HOUSE.
 EB2763'
 EB2763'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2763'STAMPED---034 011 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 EB2763'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.7 METERS
 EB2763'SW FROM THE CENTER OF S-34-22, 13.0 METERS SE FROM THE CENTER OF
 EB2763'S-34-539,  0.6 METERS SE FROM THE METAL WITNESS POST, AND  2.8 METERS
 EB2763'SSW FROM THE TELEPHONE JUNCTION BOX NO PDE 539.
 EB2763'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON PAVED ROAD FOR
 EB2763'9.5 KM (0.6 MI) TO CURVE IN ROAD AND MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2713 ***********************************************************************
 EB2713  DESIGNATION -  034 011 AZ MK
 EB2713  PID         -  EB2713
 EB2713  STATE/COUNTY-  SC/MARION
 EB2713  USGS QUAD   -  MULLINS (1981)
 EB2713
 EB2713                         *CURRENT SURVEY CONTROL
 EB2713  ___________________________________________________________________
 EB2713* NAD 83(2001)-  34 14 50.16014(N)    079 18 59.11652(W)     ADJUSTED  
 EB2713* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 EB2713  ___________________________________________________________________
 EB2713  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 EB2713  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 EB2713
 EB2713  HORZ ORDER  -  SECOND
 EB2713
 EB2713.The horizontal coordinates were established by classical geodetic methods
 EB2713.and adjusted by the National Geodetic Survey in March 2004..
 EB2713
 EB2713.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2713
 EB2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2713
 EB2713.The geoid height was determined by GEOID03.
 EB2713
 EB2713;                    North         East     Units Scale Factor Converg.
 EB2713;SPC SC       -   268,961.184   764,653.954   MT  0.99984440   +0 56 00.1
 EB2713;SPC SC       -   882,418.58  2,508,707.20   iFT  0.99984440   +0 56 00.1
 EB2713;UTM  17      - 3,790,855.013   655,031.157   MT  0.99989627   +0 56 51.5
 EB2713
 EB2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2713!SPC SC       -   1.00000015  x   0.99984440  =   0.99984455
 EB2713!UTM  17      -   1.00000015  x   0.99989627  =   0.99989642
 EB2713
 EB2713                          SUPERSEDED SURVEY CONTROL
 EB2713
 EB2713  NAD 83(1986)-  34 14 50.16823(N)    079 18 59.11880(W) AD(       ) 2
 EB2713  NAD 27      -  34 14 49.59885(N)    079 18 59.94663(W) AD(       ) 2
 EB2713  NGVD 29 (07/19/86)   32.5    (m)          107.     (f) VERT ANG       
 EB2713
 EB2713.Superseded values are not recommended for survey control.
 EB2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2713.See file dsdata.txt to determine how the superseded data were derived.
 EB2713
 EB2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5503190855(NAD 83)
 EB2713_MARKER: DD = SURVEY DISK
 EB2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2713_SP_SET: CONCRETE POST
 EB2713_STAMPING: 034 011 1981 AZ MK
 EB2713_MARK LOGO: SCGS  
 EB2713_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2713+STABILITY: SURFACE MOTION
 EB2713
 EB2713  HISTORY     - Date     Condition        Report By
 EB2713  HISTORY     - 1981     MONUMENTED       SCGS
 EB2713  HISTORY     - 19930920 GOOD             SCGS
 EB2713
 EB2713                          STATION DESCRIPTION
 EB2713
 EB2713'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2713'STATION IS LOCATED 7.5 MILES (12.1 KM) NORTHEAST OF MARION, 10.3 MILES
 EB2713'(16.6 KM) SOUTHWEST OF LAKE VIEW. OWNERSHIP--SCDOT, DIRECTOR OF
 EB2713'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB2713'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB2713'501 AND 41 ALTERNATE, 3.3 MILES (5.3 KM) NORTHEAST OF MARION, GO
 EB2713'NORTHEAST ON HIGHWAY 41 ALTERNATE FOR 3.1 MILES (5.0 KM) TO THE
 EB2713'JUNCTION OF STATE ROADS 400 AND 22, TURN RIGHT ON ROAD 22 FOR 1.0
 EB2713'MILE (1.6 KM) TO THE STATION ON THE RIGHT NEAR A TELEPHONE JUNCTION
 EB2713'BOX PED539. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 12.7
 EB2713'METERS (41.7 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 13.0 METERS
 EB2713'(42.7 FT) SOUTHEAST OF THE CENTER OF ROAD 539, 0.6 METER (2.0 FT)
 EB2713'SOUTHEAST OF A WITNESS POST, 2.8 METERS (9.2 FT) SOUTH SOUTHWEST OF
 EB2713'THE TELEPHONE JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2735 ***********************************************************************
 EB2735  DESIGNATION -  034 012
 EB2735  PID         -  EB2735
 EB2735  STATE/COUNTY-  SC/MARION
 EB2735  USGS QUAD   -  FRIENDSHIP (1947)
 EB2735
 EB2735                         *CURRENT SURVEY CONTROL
 EB2735  ___________________________________________________________________
 EB2735* NAD 83(2001)-  34 01 40.02415(N)    079 26 05.58705(W)     ADJUSTED  
 EB2735* NAVD 88     -        15.7    (meters)      52.     (feet)  VERTCON   
 EB2735  ___________________________________________________________________
 EB2735  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 EB2735  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 EB2735
 EB2735  HORZ ORDER  -  SECOND
 EB2735
 EB2735.The horizontal coordinates were established by classical geodetic methods
 EB2735.and adjusted by the National Geodetic Survey in March 2004..
 EB2735
 EB2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2735
 EB2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2735
 EB2735.The geoid height was determined by GEOID03.
 EB2735
 EB2735;                    North         East     Units Scale Factor Converg.
 EB2735;SPC SC       -   244,450.656   754,113.162   MT  0.99981316   +0 52 03.7
 EB2735;SPC SC       -   802,003.46  2,474,124.55   iFT  0.99981316   +0 52 03.7
 EB2735;UTM  17      - 3,766,341.219   644,494.647   MT  0.99985738   +0 52 33.5
 EB2735
 EB2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2735!SPC SC       -   1.00000273  x   0.99981316  =   0.99981589
 EB2735!UTM  17      -   1.00000273  x   0.99985738  =   0.99986011
 EB2735
 EB2735:                Primary Azimuth Mark                     Grid Az
 EB2735:SPC SC       -  034 012 AZ MK                            149 51 54.5
 EB2735:UTM  17      -  034 012 AZ MK                            149 51 24.7
 EB2735
 EB2735|---------------------------------------------------------------------|
 EB2735| PID    Reference Object                     Distance      Geod. Az  |
 EB2735|                                                           dddmmss.s |
 EB2735| EB2734 034 012 AZ MK                       458.567 METERS 1504358.2 |
 EB2735| EB3128 034 012 RM 1                         14.817 METERS 25829     |
 EB2735|---------------------------------------------------------------------|
 EB2735
 EB2735                          SUPERSEDED SURVEY CONTROL
 EB2735
 EB2735  NAD 83(1986)-  34 01 40.03238(N)    079 26 05.58990(W) AD(       ) 2
 EB2735  NAD 27      -  34 01 39.45472(N)    079 26 06.39202(W) AD(       ) 2
 EB2735  NGVD 29 (07/19/86)   16.0    (m)           52.     (f) VERT ANG       
 EB2735
 EB2735.Superseded values are not recommended for survey control.
 EB2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2735.See file dsdata.txt to determine how the superseded data were derived.
 EB2735
 EB2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4449566341(NAD 83)
 EB2735_MARKER: DD = SURVEY DISK
 EB2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2735
 EB2735  HISTORY     - Date     Condition        Report By
 EB2735  HISTORY     - 1981     MONUMENTED       SCGS
 EB2735
 EB2735                          STATION DESCRIPTION
 EB2735
 EB2735'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 EB2735'THE STATION IS LOCATED ABOUT  8.5 MILES EAST OF PAMPLICO, ABOUT 4.5
 EB2735'MILES SOUTHWEST OF CENTENARY.  STATION IS ON ROAD RIGHT-OF-WAY.
 EB2735'CONTACT-  MR. GEORGE WEATHER, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 EB2735'COLUMBIA, S.C.  29202, PHONE (803)758-3414.
 EB2735'
 EB2735'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 AND STATE
 EB2735'HIGHWAY 41 ALT (ABOUT 3 MILES SOUTH OF MARION), GO SOUTH ON HIGHWAY
 EB2735'41 ALT FOR 1.5 MILES TO A FORK.  BEAR RIGHT, SOUTHWEST, ON S-34-9 FOR
 EB2735'7.8 MILES TO A SIDE ROAD RIGHT, TURN LEFT AND GO 150 FEET TO STATION
 EB2735'IN FRONT OF TRAILER.  DESCRIBED BY V. WILSON.
 EB2735'
 EB2735'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2735'---034-012 SCGS 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EB2735'30.5 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 24.6 METERS NNW
 EB2735'FROM A SECURITY LIGHT POLE, 51.4 METERS W OF CENTER OF HIGHWAY S-34-9
 EB2735'10.7 METERS SSE FROM A METAL WITNES  POST, AND  6.1 METERS SE
 EB2735'FROM THE APPROXIMATE CENTER OF A DIRT ROAD.
 EB2735'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2735'DISK STAMPED---034-012 1981---SET INTO AN IRREGULAR MASS OF
 EB2735'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB2735'
 EB2735'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2735'DISK STAMPED---034-012 RM 1 1981---SET INTO THE TOP OF A ROUND
 EB2735'CONCRETE MONUMENT 35.6 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2735'18.9 METERS S FROM A METAL WITNESS POST,
 EB2735'7.2 METERS SE FROM APPROXIMATE CENTER OF DIRT
 EB2735'ROAD, AND 25.9 METERS NNW FROM A SECURITY LIGHT POLE.
 EB2735'
 EB2735'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED
 EB2735'---034-012 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 EB2735'MONUMENT 30.5 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.9
 EB2735'METERS NE FROM A POWER POLE WITH TRANSFORMER NO 2770,  9.3 METERS NE
 EB2735'FROM APPROXIMATE CENTER OF STATE HIGHWAY S-34-9,  0.8 METERS SW FROM
 EB2735'A CORNER FENCE POST, AND  0.5 METERS SSW FROM A METAL WITNESS POST.
 EB2735'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTH
 EB2735'FOR 0.28 MILE TO A FENCE CORNER ON LEFT AND AZ MK 3 FEET FROM FENCE
 EB2735'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2734 ***********************************************************************
 EB2734  DESIGNATION -  034 012 AZ MK
 EB2734  PID         -  EB2734
 EB2734  STATE/COUNTY-  SC/MARION
 EB2734  USGS QUAD   -  FRIENDSHIP (1947)
 EB2734
 EB2734                         *CURRENT SURVEY CONTROL
 EB2734  ___________________________________________________________________
 EB2734* NAD 83(2001)-  34 01 27.04106(N)    079 25 56.84863(W)     ADJUSTED  
 EB2734* NAVD 88     -        18.7    (meters)      61.     (feet)  VERTCON   
 EB2734  ___________________________________________________________________
 EB2734  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 EB2734  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 EB2734
 EB2734  HORZ ORDER  -  SECOND
 EB2734
 EB2734.The horizontal coordinates were established by classical geodetic methods
 EB2734.and adjusted by the National Geodetic Survey in March 2004..
 EB2734
 EB2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2734
 EB2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2734
 EB2734.The geoid height was determined by GEOID03.
 EB2734
 EB2734;                    North         East     Units Scale Factor Converg.
 EB2734;SPC SC       -   244,054.140   754,343.337   MT  0.99981277   +0 52 08.6
 EB2734;SPC SC       -   800,702.56  2,474,879.71   iFT  0.99981277   +0 52 08.6
 EB2734;UTM  17      - 3,765,944.718   644,724.889   MT  0.99985820   +0 52 38.1
 EB2734
 EB2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2734!SPC SC       -   1.00000226  x   0.99981277  =   0.99981503
 EB2734!UTM  17      -   1.00000226  x   0.99985820  =   0.99986046
 EB2734
 EB2734                          SUPERSEDED SURVEY CONTROL
 EB2734
 EB2734  NAD 83(1986)-  34 01 27.04929(N)    079 25 56.85150(W) AD(       ) 2
 EB2734  NAD 27      -  34 01 26.47132(N)    079 25 57.65388(W) AD(       ) 2
 EB2734  NGVD 29 (07/19/86)   19.0    (m)           62.     (f) VERT ANG       
 EB2734
 EB2734.Superseded values are not recommended for survey control.
 EB2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2734.See file dsdata.txt to determine how the superseded data were derived.
 EB2734
 EB2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4472565945(NAD 83)
 EB2734_MARKER: DD = SURVEY DISK
 EB2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2734_SP_SET: CONCRETE POST
 EB2734_STAMPING: 034-012 AZ MK 1981
 EB2734_MARK LOGO: SCGS  
 EB2734_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2734+STABILITY: SURFACE MOTION
 EB2734
 EB2734  HISTORY     - Date     Condition        Report By
 EB2734  HISTORY     - 1981     MONUMENTED       SCGS
 EB2734  HISTORY     - 19930920 GOOD             SCGS
 EB2734
 EB2734                          STATION DESCRIPTION
 EB2734
 EB2734'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2734'STATION IS LOCATED 8.5 MILES (13.7 KM) EAST OF PAMPLICO, 4.5 MILES
 EB2734'(7.2 KM) SOUTHWEST OF CENTENARY. OWNERSHIP--SCDOT, DIRECTOR OF
 EB2734'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB2734'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB2734'501 AND STATE HIGHWAY 41 ALTERNATE, 2.8 MILES (4.5 KM) SOUTH
 EB2734'SOUTHEAST OF MARION, GO SOUTH ON HIGHWAY 41 ALTERNATE FOR 1.5 MILES
 EB2734'(2.4 KM) TO THE JUNCTION OF STATE ROAD 9, BEAR RIGHT ON ROAD 9 FOR
 EB2734'8.1 MILES (13.0 KM) TO THE STATION ON THE LEFT NEAR A FENCE CORNER.
 EB2734'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 17.9 METERS
 EB2734'(58.7 FT) NORTHEAST OF A POWER POLE NUMBER 2770 WITH A TRANSFORMER,
 EB2734'9.3 METERS (30.5 FT) NORTHEAST OF THE CENTER OF THE ROAD, 0.8 METER
 EB2734'(2.6 FT) SOUTHWEST OF THE FENCE POST, 0.5 METER (1.6 FT) SOUTH
 EB2734'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2103 ***********************************************************************
 DD2103  DESIGNATION -  034 013
 DD2103  PID         -  DD2103
 DD2103  STATE/COUNTY-  SC/MARION
 DD2103  USGS QUAD   -  SNOW ISLAND (1990)
 DD2103
 DD2103                         *CURRENT SURVEY CONTROL
 DD2103  ___________________________________________________________________
 DD2103* NAD 83(2001)-  33 52 00.16843(N)    079 20 10.19401(W)     ADJUSTED  
 DD2103* NAVD 88     -        14.716  (meters)      48.28   (feet)  ADJUSTED  
 DD2103  ___________________________________________________________________
 DD2103  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 DD2103  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DD2103  DYNAMIC HT  -          14.701 (meters)      48.23  (feet)  COMP
 DD2103  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 DD2103
 DD2103  HORZ ORDER  -  SECOND
 DD2103  VERT ORDER  -  FIRST     CLASS II
 DD2103
 DD2103.The horizontal coordinates were established by classical geodetic methods
 DD2103.and adjusted by the National Geodetic Survey in March 2004..
 DD2103
 DD2103.The orthometric height was determined by differential leveling
 DD2103.and adjusted by the National Geodetic Survey in June 1991..
 DD2103
 DD2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2103
 DD2103.The geoid height was determined by GEOID03.
 DD2103
 DD2103.The dynamic height is computed by dividing the NAVD 88
 DD2103.geopotential number by the normal gravity value computed on the
 DD2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2103.degrees latitude (g = 980.6199 gals.).
 DD2103
 DD2103.The modeled gravity was interpolated from observed gravity values.
 DD2103
 DD2103;                    North         East     Units Scale Factor Converg.
 DD2103;SPC SC       -   226,732.608   763,515.196   MT  0.99979957   +0 55 20.7
 DD2103;SPC SC       -   743,873.39  2,504,971.12   iFT  0.99979957   +0 55 20.7
 DD2103;UTM  17      - 3,748,623.044   653,899.385   MT  0.99989198   +0 55 38.6
 DD2103
 DD2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2103!SPC SC       -   1.00000294  x   0.99979957  =   0.99980251
 DD2103!UTM  17      -   1.00000294  x   0.99989198  =   0.99989492
 DD2103
 DD2103|---------------------------------------------------------------------|
 DD2103| PID    Reference Object                     Distance      Geod. Az  |
 DD2103|                                                           dddmmss.s |
 DD2103| DD2104 034 013 RM 1                         11.098 METERS 29514     |
 DD2103| DD2105 034 013 AZ MK                       APPROX. 1.2 KM 2964910.4 |
 DD2103|---------------------------------------------------------------------|
 DD2103
 DD2103                          SUPERSEDED SURVEY CONTROL
 DD2103
 DD2103  NAD 83(1986)-  33 52 00.17602(N)    079 20 10.19750(W) AD(       ) 2
 DD2103  NAD 27      -  33 51 59.57709(N)    079 20 11.00847(W) AD(       ) 2
 DD2103  NGVD 29 (03/21/89)   15.022  (m)           49.28   (f) ADJUSTED    1 2
 DD2103
 DD2103.Superseded values are not recommended for survey control.
 DD2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2103.See file dsdata.txt to determine how the superseded data were derived.
 DD2103
 DD2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5389948623(NAD 83)
 DD2103_MARKER: DD = SURVEY DISK
 DD2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2103_SP_SET: CONCRETE POST
 DD2103_STAMPING: 034 013 1981
 DD2103_MARK LOGO: SCGS  
 DD2103_PROJECTION: FLUSH
 DD2103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DD2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2103+STABILITY: SURFACE MOTION
 DD2103
 DD2103  HISTORY     - Date     Condition        Report By
 DD2103  HISTORY     - 1981     MONUMENTED       SCGS
 DD2103  HISTORY     - 1986     GOOD             SCGS
 DD2103
 DD2103                          STATION DESCRIPTION
 DD2103
 DD2103'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2103'THE STATION IS LOCATED ABOUT 16 MILES WEST OF CONWAY, 8 MILES
 DD2103'NORTHEAST OF JOHNSONVILLE, ABOUT 0.50 MILE SOUTHWEST OF THE BRITTONS
 DD2103'NECK LOOKOUT TOWER, AND 0.25 MILE FROM THE JUNCTION OF U.S. HIGHWAY
 DD2103'378 AND STATE HIGHWAY 908.  CONTACT-  MR. GEORGE WEATHERS,
 DD2103'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DD2103'(803)758-3414.
 DD2103'
 DD2103'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 378 AND 908, GO
 DD2103'WESTERLY ON HIGHWAY 378 FOR 0.4 KM (0.25 MI) TO STATION ON LEFT.
 DD2103'
 DD2103'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2103'---034-013 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35.6
 DD2103'CM IN DIAMETER AND FLUSH WITH THE GROUND SURFACE, LOCATED 12.1
 DD2103'METERS S FROM THE APPROXIMATE CENTER OF U.S. HIGHWAY 378,  7.77
 DD2103'METERS W FROM THE APPROXIMATE CENTER OF A DIRT WOODS ROAD,  3.0
 DD2103'METERS NE FROM AN 18 INCH HICKORY TREE, AND  1.1 METERS N FROM A
 DD2103'METAL WITNESS POST.
 DD2103'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2103'DISK STAMPED---034-013 1981---SET INTO AN IRREGULAR MASS OF
 DD2103'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2103'
 DD2103'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2103'DISK STAMPED---034-013 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2103'CONCRETE MONUMENT 35.6 CM IN DIAMETER AND FLUSH WITH THE GROUND
 DD2103'SURFACE LOCATED 18.9 METERS W FROM THE APPROXIMATE CENTER OF THE
 DD2103'DIRT WOODS ROAD, 12.2 METERS S FROM THE APPROXIMATE CENTER OF
 DD2103'U.S. HIGHWAY 378, 11.1 METERS W FROM THE METAL WITNESS POST, AND
 DD2103'10.1 METERS WNW FROM THE 18 INCH HICKORY TREE.
 DD2103'
 DD2103'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2103'STAMPED---AZ MK 034-013 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2103'MONUMENT 53.3 CM IN DIAMETER AND FLUSH WITH THE GROUND SURFACE
 DD2103'LOCATED  8.8 METERS N FROM THE APPROXIMATE CENTER OF U.S. HIGHWAY
 DD2103'378,  5.5 METERS N FROM THE NORTH EDGE OF U.S. HIGHWAY 378,  4.6
 DD2103'METERS E FROM THE APPROXIMATE CENTER OF A FIELD ENTRANCE, AND
 DD2103'0.9 METERS W FROM A METAL WITNESS POST.
 DD2103'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON U.S.
 DD2103'HIGHWAY 378 FOR 1.3 KM (0.8 MI) TO A FIELD ENTRANCE ROAD AND THE MARK
 DD2103'ON THE RIGHT.
 DD2103
 DD2103                          STATION RECOVERY (1986)
 DD2103
 DD2103'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2103'11.6 KM (7.2 MI) ENE FROM JOHNSONVILLE.
 DD2103'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2103'THE CITY HALL AT U.S. 501 BUSINESS (MAIN STREET) IN CONWAY TO THE
 DD2103'JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 15.6 KM (9.7
 DD2103'MI) WESTERLY ALONG HIGHWAY 378 TO THE JUNCTION OF STATE ROAD 24 (PEE
 DD2103'DEE CROSSROADS), CONTINUE 11.0 KM (6.85 MI) WESTERLY ALONG HIGHWAY
 DD2103'378 TO THE JUNCTION OF STATE HIGHWAY 908, CONTINUE 0.4 KM (0.25 MI)
 DD2103'WEST-NORTHWEST ALONG HIGHWAY 378, ADD-MAY ALSO BE REACHED BY GOING
 DD2103'6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2103'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2103'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2103'GOES NORTHWEST) IN KINGSBURG, CONTINUE 0.5 KM (0.3 MI)
 DD2103'NORTH-NORTHEAST ALONG HIGHWAY 41 TO THE JUNCTION OF U.S. HIGHWAY
 DD2103'378, CONTINUE 5.65 KM (3.5 MI) NORTHEASTERLY ALONG HIGHWAYS 378 AND
 DD2103'41 TO A FORK (HIGHWAY 41 GOES NORTHEAST), THENCE 8.45 KM (5.25 MI)
 DD2103'SOUTHEASTERLY ALONG HIGHWAY 378, SET NEAR A BLAZED 17-INCH HICKORY
 DD2103'TREE IN THE WEST ANGLE OF A WOODS ROAD, 11.93 METERS (39.1 FT)
 DD2103'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 7.3 METERS (24.0 FT)
 DD2103'NORTHWEST OF THE CENTER OF THE ROAD, 2.9 METERS (9.5 FT)
 DD2103'EAST-NORTHEAST OF THE TREE, 13.6 METERS (44.6 FT) NORTHWEST OF POWER
 DD2103'POLE CC60/2 WITH A TRANSFORMER AND A GUY WIRE, 5.65 METERS (18.5 FT)
 DD2103'NORTH-NORTHEAST OF A BLAZED 19-INCH LIVE OAK TREE.
 DD2103'THE MARK IS 0.79 METERS  NE FROM  A WITNESS POST
 DD2103'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2105 ***********************************************************************
 DD2105  DESIGNATION -  034 013 AZ MK
 DD2105  PID         -  DD2105
 DD2105  STATE/COUNTY-  SC/MARION
 DD2105  USGS QUAD   -  SNOW ISLAND (1990)
 DD2105
 DD2105                         *CURRENT SURVEY CONTROL
 DD2105  ___________________________________________________________________
 DD2105* NAD 83(2001)-  33 52 18.04964(N)    079 20 52.60002(W)     ADJUSTED  
 DD2105* NAVD 88     -        15.381  (meters)      50.46   (feet)  ADJUSTED  
 DD2105  ___________________________________________________________________
 DD2105  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 DD2105  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DD2105  DYNAMIC HT  -          15.366 (meters)      50.41  (feet)  COMP
 DD2105  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 DD2105
 DD2105  HORZ ORDER  -  SECOND
 DD2105  VERT ORDER  -  FIRST     CLASS II
 DD2105
 DD2105.The horizontal coordinates were established by classical geodetic methods
 DD2105.and adjusted by the National Geodetic Survey in March 2004..
 DD2105
 DD2105.The orthometric height was determined by differential leveling
 DD2105.and adjusted by the National Geodetic Survey in June 1991..
 DD2105
 DD2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2105
 DD2105.The geoid height was determined by GEOID03.
 DD2105
 DD2105.The dynamic height is computed by dividing the NAVD 88
 DD2105.geopotential number by the normal gravity value computed on the
 DD2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2105.degrees latitude (g = 980.6199 gals.).
 DD2105
 DD2105.The modeled gravity was interpolated from observed gravity values.
 DD2105
 DD2105;                    North         East     Units Scale Factor Converg.
 DD2105;SPC SC       -   227,265.886   762,416.812   MT  0.99979987   +0 54 57.2
 DD2105;SPC SC       -   745,622.99  2,501,367.49   iFT  0.99979987   +0 54 57.2
 DD2105;UTM  17      - 3,749,156.275   652,800.855   MT  0.99988783   +0 55 15.3
 DD2105
 DD2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2105!SPC SC       -   1.00000283  x   0.99979987  =   0.99980270
 DD2105!UTM  17      -   1.00000283  x   0.99988783  =   0.99989066
 DD2105
 DD2105                          SUPERSEDED SURVEY CONTROL
 DD2105
 DD2105  NAD 83(1986)-  33 52 18.05729(N)    079 20 52.60347(W) AD(       ) 2
 DD2105  NAD 27      -  33 52 17.45920(N)    079 20 53.41295(W) AD(       ) 2
 DD2105  NGVD 29 (03/21/89)   15.688  (m)           51.47   (f) ADJUSTED    1 2
 DD2105
 DD2105.Superseded values are not recommended for survey control.
 DD2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2105.See file dsdata.txt to determine how the superseded data were derived.
 DD2105
 DD2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5280149156(NAD 83)
 DD2105_MARKER: DD = SURVEY DISK
 DD2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2105_SP_SET: CONCRETE POST
 DD2105_STAMPING: AZ MK 034 013 1981
 DD2105_MARK LOGO: SCGS  
 DD2105_PROJECTION: FLUSH
 DD2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2105+STABILITY: SURFACE MOTION
 DD2105
 DD2105  HISTORY     - Date     Condition        Report By
 DD2105  HISTORY     - 1981     MONUMENTED       MJH
 DD2105  HISTORY     - 1986     GOOD             SCGS
 DD2105
 DD2105                          STATION DESCRIPTION
 DD2105
 DD2105'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2105'10.9 KM (6.8 MI) ENE FROM JOHNSONVILLE.
 DD2105'6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2105'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2105'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2105'GOES NORTHWEST) IN KINGSBURG, CONTINUE 0.5 KM (0.3 MI)
 DD2105'NORTH-NORTHEAST ALONG HIGHWAY 41 TO THE JUNCTION OF U.S. HIGHWAY
 DD2105'378, CONTINUE 5.65 KM (3.5 MI) NORTHEASTERLY ALONG HIGHWAYS 378 AND
 DD2105'41 TO A FORK (HIGHWAY 41 GOES NORTHEAST), THENCE 7.25 KM (4.5 MI)
 DD2105'SOUTHEASTERLY ALONG HIGHWAY 378 SET IN THE EAST ANGLE OF FIELD
 DD2105'ENTRANCE ROAD ACROSS THE HIGHWAY FROM THE NORTH CORNER OF A WOODS,
 DD2105'9.05 METERS (29.7 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 4.69
 DD2105'METERS (15.4 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD, 25.48
 DD2105'METERS (83.6 FT) NORTH-NORTHEAST OF A BLAZED PINE TREE AT THE WOODS
 DD2105'CORNER, 48.62 METERS (159.5 FT) EAST OF POWER POLE 13/CC77, 73.49
 DD2105'METERS (241.1 FT) NORTHWEST OF POWER POLE CC76/12.
 DD2105'THE MARK IS 0.52 METERS  SW FROM  A WITNESS POST
 DD2105'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2104 ***********************************************************************
 DD2104  DESIGNATION -  034 013 RM 1
 DD2104  PID         -  DD2104
 DD2104  STATE/COUNTY-  SC/MARION
 DD2104  USGS QUAD   -  SNOW ISLAND (1990)
 DD2104
 DD2104                         *CURRENT SURVEY CONTROL
 DD2104  ___________________________________________________________________
 DD2104* NAD 83(1986)-  33 52 01.     (N)    079 20 10.     (W)     SCALED    
 DD2104* NAVD 88     -        14.534  (meters)      47.68   (feet)  ADJUSTED  
 DD2104  ___________________________________________________________________
 DD2104  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DD2104  DYNAMIC HT  -          14.519 (meters)      47.63  (feet)  COMP
 DD2104  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 DD2104
 DD2104  VERT ORDER  -  FIRST     CLASS II
 DD2104
 DD2104.The horizontal coordinates were scaled from a topographic map and have
 DD2104.an estimated accuracy of +/- 6 seconds.
 DD2104
 DD2104.The orthometric height was determined by differential leveling
 DD2104.and adjusted by the National Geodetic Survey in June 1991..
 DD2104
 DD2104.The geoid height was determined by GEOID03.
 DD2104
 DD2104.The dynamic height is computed by dividing the NAVD 88
 DD2104.geopotential number by the normal gravity value computed on the
 DD2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2104.degrees latitude (g = 980.6199 gals.).
 DD2104
 DD2104.The modeled gravity was interpolated from observed gravity values.
 DD2104
 DD2104;                    North         East    Units  Estimated Accuracy
 DD2104;SPC SC       -   226,760.      763,520.      MT  (+/- 180 meters Scaled)
 DD2104
 DD2104                          SUPERSEDED SURVEY CONTROL
 DD2104
 DD2104  NGVD 29 (03/21/89)   14.840  (m)           48.69   (f) ADJUSTED    1 2
 DD2104
 DD2104.Superseded values are not recommended for survey control.
 DD2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2104.See file dsdata.txt to determine how the superseded data were derived.
 DD2104
 DD2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT539486(NAD 83)
 DD2104_MARKER: DD = SURVEY DISK
 DD2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2104_SP_SET: CONCRETE POST
 DD2104_STAMPING: 034 013 NO 1 1981
 DD2104_MARK LOGO: SCGS  
 DD2104_PROJECTION: FLUSH
 DD2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2104+STABILITY: SURFACE MOTION
 DD2104
 DD2104  HISTORY     - Date     Condition        Report By
 DD2104  HISTORY     - 1981     MONUMENTED       SCGS
 DD2104  HISTORY     - 1986     GOOD             SCGS
 DD2104
 DD2104                          STATION DESCRIPTION
 DD2104
 DD2104'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2104'11.6 KM (7.2 MI) ENE FROM JOHNSONVILLE.
 DD2104'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2104'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2104'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 15.6
 DD2104'KM (9.7 MI) WESTERLY ALONG HIGHWAY 378 TO THE JUNCTION OF STATE ROAD
 DD2104'24 (PEE DEE CROSSROADS), CONTINUE 11.0 KM (6.85 MI) WESTERLY ALONG
 DD2104'HIGHWAY 378 TO THE JUNCTION OF STATE HIGHWAY 908, CONTINUE 0.4 KM
 DD2104'(0.25 MI) WEST-NORTHWEST ALONG HIGHWAY 378, ADD-MAY ALSO BE REACHED
 DD2104'BY GOING 6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2104'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2104'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2104'GOES NORTHWEST) IN KINGSBURG, CONTINUE 0.5 KM (0.3 MI)
 DD2104'NORTH-NORTHEAST ALONG HIGHWAY 41 TO THE JUNCTION OF U.S. HIGHWAY
 DD2104'378, CONTINUE 5.65 KM (3.5 MI) NORTHEASTERLY ALONG HIGHWAYS 378 AND
 DD2104'41 TO A FORK (HIGHWAY 41 GOES NORTHEAST), THENCE 8.45 KM (5.25 MI)
 DD2104'SOUTHEASTERLY ALONG HIGHWAY 378, SET IN THE WEST ANGLE OF A WOODS
 DD2104'ROAD, 12.0 METERS (39.4 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY
 DD2104'18.3 METERS (60.0 FT) NORTHWEST OF THE CENTER OF THE WOODS ROAD, 9.95
 DD2104'METERS (32.6 FT) NORTHWEST OF A BLAZED 17-INCH HICKORY TREE, 13.1
 DD2104'METERS (43.0 FT) NORTHWEST OF A BLAZED 19-INCH LIVE OAK TREE, 11.1
 DD2104'METERS (36.4 FT) NORTHWEST OF SURVEY MARK 034 013 SCGS.
 DD2104'THE MARK IS 0.45 METERS  NE FROM  A WITNESS POST
 DD2104'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2093 ***********************************************************************
 DD2093  DESIGNATION -  034 014
 DD2093  PID         -  DD2093
 DD2093  STATE/COUNTY-  SC/MARION
 DD2093  USGS QUAD   -  SNOW ISLAND (1990)
 DD2093
 DD2093                         *CURRENT SURVEY CONTROL
 DD2093  ___________________________________________________________________
 DD2093* NAD 83(2001)-  33 50 14.01010(N)    079 15 47.10150(W)     ADJUSTED  
 DD2093* NAVD 88     -         8.107  (meters)      26.60   (feet)  ADJUSTED  
 DD2093  ___________________________________________________________________
 DD2093  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 DD2093  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DD2093  DYNAMIC HT  -           8.099 (meters)      26.57  (feet)  COMP
 DD2093  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 DD2093
 DD2093  HORZ ORDER  -  SECOND
 DD2093  VERT ORDER  -  FIRST     CLASS II
 DD2093
 DD2093.The horizontal coordinates were established by classical geodetic methods
 DD2093.and adjusted by the National Geodetic Survey in March 2004..
 DD2093
 DD2093.The orthometric height was determined by differential leveling
 DD2093.and adjusted by the National Geodetic Survey in June 1991..
 DD2093
 DD2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2093
 DD2093.The geoid height was determined by GEOID03.
 DD2093
 DD2093.The dynamic height is computed by dividing the NAVD 88
 DD2093.geopotential number by the normal gravity value computed on the
 DD2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2093.degrees latitude (g = 980.6199 gals.).
 DD2093
 DD2093.The modeled gravity was interpolated from observed gravity values.
 DD2093
 DD2093;                    North         East     Units Scale Factor Converg.
 DD2093;SPC SC       -   223,574.110   770,330.006   MT  0.99979793   +0 57 46.6
 DD2093;SPC SC       -   733,510.86  2,527,329.42   iFT  0.99979793   +0 57 46.6
 DD2093;UTM  17      - 3,745,464.769   660,715.180   MT  0.99991842   +0 58 02.6
 DD2093
 DD2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2093!SPC SC       -   1.00000402  x   0.99979793  =   0.99980194
 DD2093!UTM  17      -   1.00000402  x   0.99991842  =   0.99992243
 DD2093
 DD2093:                Primary Azimuth Mark                     Grid Az
 DD2093:SPC SC       -  034 014 AZ MK                            113 06 42.7
 DD2093:UTM  17      -  034 014 AZ MK                            113 06 26.7
 DD2093
 DD2093|---------------------------------------------------------------------|
 DD2093| PID    Reference Object                     Distance      Geod. Az  |
 DD2093|                                                           dddmmss.s |
 DD2093| DD2092 034 014 AZ MK                       APPROX. 0.7 KM 1140429.3 |
 DD2093| DD2094 034 014 RM 1                         12.815 METERS 14321     |
 DD2093|---------------------------------------------------------------------|
 DD2093
 DD2093                          SUPERSEDED SURVEY CONTROL
 DD2093
 DD2093  NAD 83(1986)-  33 50 14.01731(N)    079 15 47.10528(W) AD(       ) 2
 DD2093  NAD 27      -  33 50 13.41333(N)    079 15 47.92538(W) AD(       ) 2
 DD2093  NGVD 29 (03/21/89)    8.412  (m)           27.60   (f) ADJUSTED    1 2
 DD2093
 DD2093.Superseded values are not recommended for survey control.
 DD2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2093.See file dsdata.txt to determine how the superseded data were derived.
 DD2093
 DD2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6071545465(NAD 83)
 DD2093_MARKER: DD = SURVEY DISK
 DD2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2093_SP_SET: CONCRETE POST
 DD2093_STAMPING: 034 014 1981
 DD2093_MARK LOGO: SCGS  
 DD2093_PROJECTION: RECESSED 5 CENTIMETERS
 DD2093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2093+STABILITY: SURFACE MOTION
 DD2093
 DD2093  HISTORY     - Date     Condition        Report By
 DD2093  HISTORY     - 1981     MONUMENTED       SCGS
 DD2093  HISTORY     - 1986     GOOD             SCGS
 DD2093
 DD2093                          STATION DESCRIPTION
 DD2093
 DD2093'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2093'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) WEST OF CONWAY, ABOUT 16
 DD2093'KM (10 MI) EAST-NORTHEAST OF JOHNSONVILLE, ON U.S. HIGHWAY 378
 DD2093'RIGHT-OF-WAY.  CONTACT-  MR. GEORGE WEATHERS, PRECONSTRUCTION
 DD2093'ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE (803)758-3414.
 DD2093'
 DD2093'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 AND STATE
 DD2093'HIGHWAY 908, ABOUT 32.2 KM (20 MI) WEST OF CONWAY, GO SOUTHEASTERLY
 DD2093'ON U.S. HIGHWAY 378 FOR 2.2 KM (1.4 MI) TO A CONCRETE BRIDGE.
 DD2093'CONTINUE ON U.S. HIGHWAY 378 FOR 5.2 KM (3.25 MI) TO A TRACK ROAD
 DD2093'RIGHT AND STATION RIGHT JUST BEFORE REACHING A CONCRETE BRIDGE.
 DD2093'
 DD2093'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2093'---034-014 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 DD2093'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 15.7 METERS NW FROM
 DD2093'A 16 INCH PINE TREE,  6.7 METERS S FROM THE APPROXIMATE CENTER OF
 DD2093'U.S. HIGHWAY 378,  4.6 METERS N FROM THE APPROXIMATE CENTER OF A
 DD2093'TRACK ROAD, AND  2.4 METERS NNW FROM A METAL WITNESS POST.
 DD2093'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2093'DISK STAMPED---034-014 1981---SET INTO AN IRREGULAR MASS OF
 DD2093'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2093'
 DD2093'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2093'DISK STAMPED---034-014 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2093'CONCRETE MONUMENT 16 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2093'12.5 METERS S FROM THE APPROXIMATE CENTER OF U.S. HIGHWAY 378,
 DD2093'10.6 METERS SE FROM THE METAL WITNESS POST,  3.2 METERS N FROM
 DD2093'THE APPROXIMATE CENTER OF THE TRACK ROAD, AND  3.0 METERS W FROM
 DD2093'THE 16 INCH PINE TREE.
 DD2093'
 DD2093'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED---AZ MK
 DD2093'034-014 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2093'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 37.3 METERS E FROM THE
 DD2093'EXTENDED SIDE ROAD,  5.3 METERS S FROM THE CENTER OF U.S. HIGHWAY
 DD2093'378, AND  0.4 METERS S FROM THE WITNESS POST.
 DD2093'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY
 DD2093'378 FOR 0.7 KM (0.4 MI) TO MARK ON RIGHT.
 DD2093
 DD2093                          STATION RECOVERY (1986)
 DD2093
 DD2093'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2093'19.3 KM (12.0 MI) WEST FROM CONWAY.
 DD2093'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2093'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2093'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 15.6
 DD2093'KM (9.7 MI) WESTERLY ALONG HIGHWAY 378 TO THE JUNCTION OF STATE ROAD
 DD2093'24 (PEE DEE CROSSROADS), CONTINUE 3.85 KM (2.4 MI) WESTERLY ALONG
 DD2093'HIGHWAY 378, SET IN THE SOUTHEAST ANGLE OF A TRACK ROAD LEADING
 DD2093'SOUTH-SOUTHEAST, 6.68 METERS (21.9 FT) SOUTHWEST OF THE CENTER OF THE
 DD2093'HIGHWAY, 4.0 METERS (13.1 FT) EAST-NORTHEAST OF THE CENTER OF THE
 DD2093'TRACK ROAD, 28.0 METERS (91.9 FT) NORTHWEST OF A BLAZED 22-INCH TRUNK
 DD2093'OF A DOUBLE-TRUNKED SWEETGUM TREE, 17.0 METERS (55.8 FT) SOUTHEAST OF
 DD2093'THE EXTENDED CENTER OF A FIELD ENTRANCE ROAD LEADING SOUTHWEST, 26.56
 DD2093'METERS (87.1 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST POST OF A SIGN
 DD2093'(MARION COUNTY SOIL CONSERVATION DISTRICT).
 DD2093'THE MARK IS 2.32 METERS  N FROM  A WITNESS POST
 DD2093'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2092 ***********************************************************************
 DD2092  DESIGNATION -  034 014 AZ MK
 DD2092  PID         -  DD2092
 DD2092  STATE/COUNTY-  SC/MARION
 DD2092  USGS QUAD   -  SNOW ISLAND (1990)
 DD2092
 DD2092                         *CURRENT SURVEY CONTROL
 DD2092  ___________________________________________________________________
 DD2092* NAD 83(2001)-  33 50 04.99535(N)    079 15 22.92556(W)     ADJUSTED  
 DD2092* NAVD 88     -         8.659  (meters)      28.41   (feet)  ADJUSTED  
 DD2092  ___________________________________________________________________
 DD2092  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 DD2092  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DD2092  DYNAMIC HT  -           8.650 (meters)      28.38  (feet)  COMP
 DD2092  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 DD2092
 DD2092  HORZ ORDER  -  SECOND
 DD2092  VERT ORDER  -  FIRST     CLASS II
 DD2092
 DD2092.The horizontal coordinates were established by classical geodetic methods
 DD2092.and adjusted by the National Geodetic Survey in March 2004..
 DD2092
 DD2092.The orthometric height was determined by differential leveling
 DD2092.and adjusted by the National Geodetic Survey in June 1991..
 DD2092
 DD2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2092
 DD2092.The geoid height was determined by GEOID03.
 DD2092
 DD2092.The dynamic height is computed by dividing the NAVD 88
 DD2092.geopotential number by the normal gravity value computed on the
 DD2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2092.degrees latitude (g = 980.6199 gals.).
 DD2092
 DD2092.The modeled gravity was interpolated from observed gravity values.
 DD2092
 DD2092;                    North         East     Units Scale Factor Converg.
 DD2092;SPC SC       -   223,306.917   770,956.072   MT  0.99979780   +0 58 00.0
 DD2092;SPC SC       -   732,634.24  2,529,383.44   iFT  0.99979780   +0 58 00.0
 DD2092;UTM  17      - 3,745,197.592   661,341.342   MT  0.99992091   +0 58 15.8
 DD2092
 DD2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2092!SPC SC       -   1.00000393  x   0.99979780  =   0.99980173
 DD2092!UTM  17      -   1.00000393  x   0.99992091  =   0.99992484
 DD2092
 DD2092                          SUPERSEDED SURVEY CONTROL
 DD2092
 DD2092  NAD 83(1986)-  33 50 05.00251(N)    079 15 22.92935(W) AD(       ) 2
 DD2092  NAD 27      -  33 50 04.39810(N)    079 15 23.75029(W) AD(       ) 2
 DD2092  NGVD 29 (03/21/89)    8.964  (m)           29.41   (f) ADJUSTED    1 2
 DD2092
 DD2092.Superseded values are not recommended for survey control.
 DD2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2092.See file dsdata.txt to determine how the superseded data were derived.
 DD2092
 DD2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6134145198(NAD 83)
 DD2092_MARKER: DD = SURVEY DISK
 DD2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2092_SP_SET: CONCRETE POST
 DD2092_STAMPING: AZ MK 034 014 1981
 DD2092_MARK LOGO: SCGS  
 DD2092_PROJECTION: RECESSED 1 CENTIMETERS
 DD2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2092+STABILITY: SURFACE MOTION
 DD2092
 DD2092  HISTORY     - Date     Condition        Report By
 DD2092  HISTORY     - 1981     MONUMENTED       MJH
 DD2092  HISTORY     - 1986     GOOD             SCGS
 DD2092
 DD2092                          STATION DESCRIPTION
 DD2092
 DD2092'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2092'18.7 KM (11.6 MI) WEST FROM CONWAY.
 DD2092'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2092'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2092'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 15.6
 DD2092'KM (9.7 MI) WESTERLY ALONG HIGHWAY 378 TO THE JUNCTION OF STATE ROAD
 DD2092'24 (PEE DEE CROSSROADS), CONTINUE 3.2 KM (2.0 MI) WESTERLY ALONG
 DD2092'HIGHWAY 378, SET ON THE SOUTH EDGE OF THE HIGHWAY SHOULDER AT THE TOP
 DD2092'OF A 20-FOOT HIGH EMBANKMENT, 0.3 KM (0.2 MI) WEST OF THE WEST END OF
 DD2092'THE LITTLE PEE DEE RIVER BRIDGE, 5.47 METERS (17.9 FT) SOUTH OF THE
 DD2092'CENTER OF THE HIGHWAY, 36.73 METERS (120.5 FT) EAST OF THE EXTENDED
 DD2092'CENTER OF A SIDE ROAD, 16.6 METERS (54.5 FT) WEST OF A HIGHWAY
 DD2092'REFLECTOR POST.
 DD2092'THE MARK IS 0.39 METERS  N FROM  A WITNESS POST
 DD2092'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2094 ***********************************************************************
 DD2094  DESIGNATION -  034 014 RM 1
 DD2094  PID         -  DD2094
 DD2094  STATE/COUNTY-  SC/MARION
 DD2094  USGS QUAD   -  SNOW ISLAND (1990)
 DD2094
 DD2094                         *CURRENT SURVEY CONTROL
 DD2094  ___________________________________________________________________
 DD2094* NAD 83(1986)-  33 50 14.     (N)    079 15 47.     (W)     SCALED    
 DD2094* NAVD 88     -         7.125  (meters)      23.38   (feet)  ADJUSTED  
 DD2094  ___________________________________________________________________
 DD2094  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD2094  DYNAMIC HT  -           7.118 (meters)      23.35  (feet)  COMP
 DD2094  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 DD2094
 DD2094  VERT ORDER  -  FIRST     CLASS II
 DD2094
 DD2094.The horizontal coordinates were scaled from a topographic map and have
 DD2094.an estimated accuracy of +/- 6 seconds.
 DD2094
 DD2094.The orthometric height was determined by differential leveling
 DD2094.and adjusted by the National Geodetic Survey in June 1991..
 DD2094
 DD2094.The geoid height was determined by GEOID03.
 DD2094
 DD2094.The dynamic height is computed by dividing the NAVD 88
 DD2094.geopotential number by the normal gravity value computed on the
 DD2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2094.degrees latitude (g = 980.6199 gals.).
 DD2094
 DD2094.The modeled gravity was interpolated from observed gravity values.
 DD2094
 DD2094;                    North         East    Units  Estimated Accuracy
 DD2094;SPC SC       -   223,570.      770,330.      MT  (+/- 180 meters Scaled)
 DD2094
 DD2094                          SUPERSEDED SURVEY CONTROL
 DD2094
 DD2094  NGVD 29 (03/21/89)    7.431  (m)           24.38   (f) ADJUSTED    1 2
 DD2094
 DD2094.Superseded values are not recommended for survey control.
 DD2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2094.See file dsdata.txt to determine how the superseded data were derived.
 DD2094
 DD2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT607454(NAD 83)
 DD2094_MARKER: DD = SURVEY DISK
 DD2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2094_SP_SET: CONCRETE POST
 DD2094_STAMPING: 034 014 NO 1 1981
 DD2094_MARK LOGO: SCGS  
 DD2094_PROJECTION: FLUSH
 DD2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2094+STABILITY: SURFACE MOTION
 DD2094
 DD2094  HISTORY     - Date     Condition        Report By
 DD2094  HISTORY     - 1981     MONUMENTED       SCGS
 DD2094  HISTORY     - 1986     GOOD             SCGS
 DD2094
 DD2094                          STATION DESCRIPTION
 DD2094
 DD2094'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2094'19.3 KM (12.0 MI) WEST FROM CONWAY.
 DD2094'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2094'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2094'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 15.6
 DD2094'KM (9.7 MI) WESTERLY ALONG HIGHWAY 378 TO THE JUNCTION OF STATE ROAD
 DD2094'24 (PEE DEE CROSSROADS), CONTINUE 3.85 KM (2.4 MI) WESTERLY ALONG
 DD2094'HIGHWAY 378, SET NEAR A BLAZED 17-INCH PINE TREE ON THE NORTHEAST
 DD2094'EDGE OF A TRACK ROAD, 12.65 METERS (41.5 FT) SOUTHWEST OF THE CENTER
 DD2094'OF THE HIGHWAY, 3.1 METERS (10.2 FT) NORTHWEST OF THE PINE TREE, 3.0
 DD2094'METERS (9.8 FT) NORTHEAST OF THE CENTER OF THE TRACK ROAD, 10.7
 DD2094'METERS (35.1 FT) SOUTHEAST OF A WITNESS POST NEAR SURVEY MARK 034 014
 DD2094'SCGS, 12.84 METERS (42.1 FT) SOUTH-SOUTHEAST OF SURVEY MARK 034 014
 DD2094'SCGS.
 DD2094'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 DD2094'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2823 ***********************************************************************
 DD2823  DESIGNATION -  034 015
 DD2823  PID         -  DD2823
 DD2823  STATE/COUNTY-  SC/MARION
 DD2823  USGS QUAD   -  BRITTONS NECK (1990)
 DD2823
 DD2823                         *CURRENT SURVEY CONTROL
 DD2823  ___________________________________________________________________
 DD2823* NAD 83(2001)-  33 54 21.28787(N)    079 20 20.06379(W)     ADJUSTED  
 DD2823* NAVD 88     -         9.8    (meters)      32.     (feet)  VERTCON   
 DD2823  ___________________________________________________________________
 DD2823  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 DD2823  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DD2823
 DD2823  HORZ ORDER  -  SECOND
 DD2823
 DD2823.The horizontal coordinates were established by classical geodetic methods
 DD2823.and adjusted by the National Geodetic Survey in March 2004..
 DD2823
 DD2823.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2823
 DD2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2823
 DD2823.The geoid height was determined by GEOID03.
 DD2823
 DD2823;                    North         East     Units Scale Factor Converg.
 DD2823;SPC SC       -   231,075.161   763,191.733   MT  0.99980215   +0 55 15.3
 DD2823;SPC SC       -   758,120.61  2,503,909.89   iFT  0.99980215   +0 55 15.3
 DD2823;UTM  17      - 3,752,965.960   653,575.483   MT  0.99989075   +0 55 36.4
 DD2823
 DD2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2823!SPC SC       -   1.00000371  x   0.99980215  =   0.99980586
 DD2823!UTM  17      -   1.00000371  x   0.99989075  =   0.99989446
 DD2823
 DD2823:                Primary Azimuth Mark                     Grid Az
 DD2823:SPC SC       -  034 015 AZ MK                            179 30 22.2
 DD2823:UTM  17      -  034 015 AZ MK                            179 30 01.1
 DD2823
 DD2823|---------------------------------------------------------------------|
 DD2823| PID    Reference Object                     Distance      Geod. Az  |
 DD2823|                                                           dddmmss.s |
 DD2823| DD2824 034 015 AZ MK                       APPROX. 0.7 KM 1802537.5 |
 DD2823| DD3724 034 015 RM 1                         13.011 METERS 33841     |
 DD2823|---------------------------------------------------------------------|
 DD2823
 DD2823                          SUPERSEDED SURVEY CONTROL
 DD2823
 DD2823  NAD 83(1986)-  33 54 21.29621(N)    079 20 20.06729(W) AD(       ) 2
 DD2823  NAD 27      -  33 54 20.70628(N)    079 20 20.87743(W) AD(       ) 2
 DD2823  NGVD 29 (07/19/86)   10.1    (m)           33.     (f) VERT ANG       
 DD2823
 DD2823.Superseded values are not recommended for survey control.
 DD2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2823.See file dsdata.txt to determine how the superseded data were derived.
 DD2823
 DD2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5357552966(NAD 83)
 DD2823_MARKER: DD = SURVEY DISK
 DD2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2823
 DD2823  HISTORY     - Date     Condition        Report By
 DD2823  HISTORY     - 1981     MONUMENTED       SCGS
 DD2823
 DD2823                          STATION DESCRIPTION
 DD2823
 DD2823'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2823'THE STATION IS LOCATED ABOUT 17 MILES WEST OF CONWAY, ABOUT 2.5 MILES
 DD2823'NORTH OF THE JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 908 ON
 DD2823'THE HIGHWAY RIGHT-OF-WAY.  CONTACT-  MR. GEORGE WEATHERS,
 DD2823'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DD2823'(803)758-3414.
 DD2823'
 DD2823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 AND STATE
 DD2823'HIGHWAY 908, ABOUT 17 MILES WEST OF CONWAY, GO NORTH ON STATE HIGHWAY
 DD2823'908 FOR 2.9 KM (2.4 MI) TO THE AZIMUTH MARK ON LEFT, CONTINUE NORTH
 DD2823'ON STATE HIGHWAY 908 FOR 0.6 KM (0.4 MI) TO THE STATION ON RIGHT.
 DD2823'
 DD2823'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2823'---034-015 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 DD2823'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 70.7 METERS S FROM
 DD2823'THE PROJECTED CENTER LINE OF STATE ROAD S-34-207, 10.7 METERS E FROM
 DD2823'THE CENTER OF STATE HIGHWAY 908,  4.1 METERS W FROM THE WITNESS POST,
 DD2823'41.9 METERS S FROM THE POWER LINE POLE, AND  4.6 METERS W FROM THE
 DD2823'EDGE OF WOODS.
 DD2823'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2823'DISK STAMPED---034-015 1981---SET INTO AN IRREGULAR MASS OF
 DD2823'CONCRETE 2.1 METERS BELOW THE SURFACE.
 DD2823'
 DD2823'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2823'DISK STAMPED---034-015 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2823'CONCRETE MONUMENT 10 INCHES IN DIAMETER RECESSED 2 INCHES BELOW THE
 DD2823'GROUND LOCATED 30.3 METERS SW FROM THE POWER LINE POLE,  6.1 METERS E
 DD2823'FROM THE CENTER OF STATE HIGHWAY 908, 14.7 METERS NW FROM THE WITNESS
 DD2823'POST, AND  8.5 METERS W FROM THE EDGE OF WOODS.
 DD2823'
 DD2823'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2823'STAMPED---034-015 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD2823'MONUMENT 28 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.4 METERS
 DD2823'W FROM THE CENTER OF STATE HIGHWAY 908, 40.4 METERS SSW FROM THE
 DD2823'POWER LINE POLE, NO 531T,  4.0 METERS E FROM THE EDGE OF WOODS, AND
 DD2823'1.3 METERS E FROM THE WITNESS POST.
 DD2823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE HIGHWAY
 DD2823'908 FOR (0.4 MI) TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2824 ***********************************************************************
 DD2824  DESIGNATION -  034 015 AZ MK
 DD2824  PID         -  DD2824
 DD2824  STATE/COUNTY-  SC/MARION
 DD2824  USGS QUAD   -  BRITTONS NECK (1990)
 DD2824
 DD2824                         *CURRENT SURVEY CONTROL
 DD2824  ___________________________________________________________________
 DD2824* NAD 83(2001)-  33 53 58.61199(N)    079 20 20.26649(W)     ADJUSTED  
 DD2824* NAVD 88     -        10.0    (meters)      33.     (feet)  VERTCON   
 DD2824  ___________________________________________________________________
 DD2824  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 DD2824  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DD2824
 DD2824  HORZ ORDER  -  SECOND
 DD2824
 DD2824.The horizontal coordinates were established by classical geodetic methods
 DD2824.and adjusted by the National Geodetic Survey in March 2004..
 DD2824
 DD2824.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2824
 DD2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2824
 DD2824.The geoid height was determined by GEOID03.
 DD2824
 DD2824;                    North         East     Units Scale Factor Converg.
 DD2824;SPC SC       -   230,376.633   763,197.754   MT  0.99980170   +0 55 15.2
 DD2824;SPC SC       -   755,828.85  2,503,929.64   iFT  0.99980170   +0 55 15.2
 DD2824;UTM  17      - 3,752,267.370   653,581.575   MT  0.99989078   +0 55 35.8
 DD2824
 DD2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2824!SPC SC       -   1.00000368  x   0.99980170  =   0.99980538
 DD2824!UTM  17      -   1.00000368  x   0.99989078  =   0.99989446
 DD2824
 DD2824                          SUPERSEDED SURVEY CONTROL
 DD2824
 DD2824  NAD 83(1986)-  33 53 58.62033(N)    079 20 20.27001(W) AD(       ) 2
 DD2824  NAD 27      -  33 53 58.02985(N)    079 20 21.08031(W) AD(       ) 2
 DD2824  NGVD 29 (07/19/86)   10.3    (m)           34.     (f) VERT ANG       
 DD2824
 DD2824.Superseded values are not recommended for survey control.
 DD2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2824.See file dsdata.txt to determine how the superseded data were derived.
 DD2824
 DD2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5358252267(NAD 83)
 DD2824_MARKER: DD = SURVEY DISK
 DD2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2824_SP_SET: CONCRETE POST
 DD2824_STAMPING: 034-015 1981 AZ MK
 DD2824_MARK LOGO: SCGS  
 DD2824_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2824+STABILITY: SURFACE MOTION
 DD2824
 DD2824  HISTORY     - Date     Condition        Report By
 DD2824  HISTORY     - 1981     MONUMENTED       SCGS
 DD2824  HISTORY     - 19930920 GOOD             SCGS
 DD2824
 DD2824                          STATION DESCRIPTION
 DD2824
 DD2824'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2824'STATION IS LOCATED 17.0 MILES (27.4 KM) WEST OF CONWAY, 21.0 MILES
 DD2824'(33.8 KM) SOUTH SOUTHEAST OF MARION. OWNERSHIP--SCDOT, DIRECTOR OF
 DD2824'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD2824'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD2824'378 AND STATE HIGHWAY 908, 17.0 MILES (27.4 KM) WEST OF CONWAY, GO
 DD2824'NORTH ON HIGHWAY 908 FOR 2.4 MILES (3.9 KM) TO THE STATION ON THE
 DD2824'LEFT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 11.4 METERS
 DD2824'(37.4 FT) WEST OF THE CENTER OF THE HIGHWAY, 40.4 METERS (132.5 FT)
 DD2824'SOUTH SOUTHWEST OF THE POWER POLE 531T, 4.0 METERS (13.1 FT) EAST OF
 DD2824'THE EDGE OF THE WOODS, 1.3 METERS (4.3 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2826 ***********************************************************************
 DD2826  DESIGNATION -  034 016
 DD2826  PID         -  DD2826
 DD2826  STATE/COUNTY-  SC/MARION
 DD2826  USGS QUAD   -  BRITTONS NECK (1990)
 DD2826
 DD2826                         *CURRENT SURVEY CONTROL
 DD2826  ___________________________________________________________________
 DD2826* NAD 83(2001)-  33 56 25.11591(N)    079 20 40.47845(W)     ADJUSTED  
 DD2826* NAVD 88     -        11.6    (meters)      38.     (feet)  VERTCON   
 DD2826  ___________________________________________________________________
 DD2826  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DD2826  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DD2826
 DD2826  HORZ ORDER  -  SECOND
 DD2826
 DD2826.The horizontal coordinates were established by classical geodetic methods
 DD2826.and adjusted by the National Geodetic Survey in March 2004..
 DD2826
 DD2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2826
 DD2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2826
 DD2826.The geoid height was determined by GEOID03.
 DD2826
 DD2826;                    North         East     Units Scale Factor Converg.
 DD2826;SPC SC       -   234,880.822   762,606.339   MT  0.99980480   +0 55 04.0
 DD2826;SPC SC       -   770,606.37  2,501,989.30   iFT  0.99980480   +0 55 04.0
 DD2826;UTM  17      - 3,756,771.885   652,989.620   MT  0.99988854   +0 55 28.0
 DD2826
 DD2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2826!SPC SC       -   1.00000342  x   0.99980480  =   0.99980822
 DD2826!UTM  17      -   1.00000342  x   0.99988854  =   0.99989196
 DD2826
 DD2826|---------------------------------------------------------------------|
 DD2826| PID    Reference Object                     Distance      Geod. Az  |
 DD2826|                                                           dddmmss.s |
 DD2826| DD2825 034 016 AZ MK                       264.110 METERS 00802     |
 DD2826| DD2821 ALTMAN                              APPROX. 1.9 KM 1720220.2 |
 DD2826| DD3725 034 016 RM 1                         17.146 METERS 35921     |
 DD2826|---------------------------------------------------------------------|
 DD2826
 DD2826                          SUPERSEDED SURVEY CONTROL
 DD2826
 DD2826  NAD 83(1986)-  33 56 25.12425(N)    079 20 40.48184(W) AD(       ) 2
 DD2826  NAD 27      -  33 56 24.53742(N)    079 20 41.29047(W) AD(       ) 2
 DD2826  NGVD 29 (07/19/86)   11.9    (m)           39.     (f) VERT ANG       
 DD2826
 DD2826.Superseded values are not recommended for survey control.
 DD2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2826.See file dsdata.txt to determine how the superseded data were derived.
 DD2826
 DD2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5299056772(NAD 83)
 DD2826_MARKER: DD = SURVEY DISK
 DD2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2826
 DD2826  HISTORY     - Date     Condition        Report By
 DD2826  HISTORY     - 1981     MONUMENTED       SCGS
 DD2826
 DD2826                          STATION DESCRIPTION
 DD2826
 DD2826'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2826'THE STATION IS LOCATED ABOUT 16 KM (10 MI) NORTHEAST OF JOHNSONVILLE,
 DD2826'15.3 KM (9 1/2 MI) SOUTHEAST OF AYNOR, ON THE EAST RIGHT-OF-WAY OF
 DD2826'STATE HIGHWAY 908.  CONTACT-  MR. GEORGE WEATHERS. PRECONSTRUCTION
 DD2826'ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE (803)758-3414.
 DD2826'
 DD2826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 AND STATE
 DD2826'HIGHWAY 908 WHICH IS ABOUT 25.8 KM (16 MI) WEST OF CONWAY, GO NORTH
 DD2826'ON HIGHWAY 908 FOR 6.5 KM (4.05 MI) TO A LAUNDROMAT ON THE LEFT.
 DD2826'CONTINUE NORTH ON HIGHWAY 908 FOR 1.9 KM (1.2 MI) TO THE STATION ON
 DD2826'THE LEFT.
 DD2826'
 DD2826'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2826'---034-016 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD2826'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 41.1 METERS S FROM A
 DD2826'POWER POLE 97, 6.4 METERS W FROM APPROXIMATE CENTER OF STATE
 DD2826'HIGHWAY 908, AND  1.4 METERS E FROM A METAL WITNESS POST.
 DD2826'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2826'DISK STAMPED---034-016 1981---SET INTO AN IRREGULAR MASS OF
 DD2826'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2826'
 DD2826'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2826'DISK STAMPED---034-016 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2826'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2826'17.2 METERS N FROM A METAL WITNESS POST,  6.8 METERS W FROM
 DD2826'APPROXIMATE CENTER OF STATE HIGHWAY 908, AND 24.1 METERS S FROM A
 DD2826'POWER POLE 97.
 DD2826'
 DD2826'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED
 DD2826'---034-016 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2826'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.5
 DD2826'METERS W FROM APPROXIMATE CENTER OF STATE HIGHEAY 908,  1.2
 DD2826'METERS E FROM A METAL WITNESS POST, AND  2.3 METERS S FROM A POWER
 DD2826'POLE 270.
 DD2826'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY
 DD2826'905 FOR 0.2 KM (0.15 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2825 ***********************************************************************
 DD2825  DESIGNATION -  034 016 AZ MK
 DD2825  PID         -  DD2825
 DD2825  STATE/COUNTY-  SC/MARION
 DD2825  USGS QUAD   -  BRITTONS NECK (1990)
 DD2825
 DD2825                         *CURRENT SURVEY CONTROL
 DD2825  ___________________________________________________________________
 DD2825* NAD 83(2001)-  33 56 33.60351(N)    079 20 39.04035(W)     ADJUSTED  
 DD2825* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 DD2825  ___________________________________________________________________
 DD2825  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DD2825  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DD2825
 DD2825  HORZ ORDER  -  SECOND
 DD2825
 DD2825.The horizontal coordinates were established by classical geodetic methods
 DD2825.and adjusted by the National Geodetic Survey in March 2004..
 DD2825
 DD2825.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2825
 DD2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2825
 DD2825.The geoid height was determined by GEOID03.
 DD2825
 DD2825;                    North         East     Units Scale Factor Converg.
 DD2825;SPC SC       -   235,142.844   762,639.069   MT  0.99980499   +0 55 04.8
 DD2825;SPC SC       -   771,466.02  2,502,096.68   iFT  0.99980499   +0 55 04.8
 DD2825;UTM  17      - 3,757,033.933   653,022.322   MT  0.99988866   +0 55 29.0
 DD2825
 DD2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2825!SPC SC       -   1.00000364  x   0.99980499  =   0.99980863
 DD2825!UTM  17      -   1.00000364  x   0.99988866  =   0.99989230
 DD2825
 DD2825                          SUPERSEDED SURVEY CONTROL
 DD2825
 DD2825  NAD 83(1986)-  33 56 33.61184(N)    079 20 39.04373(W) AD(       ) 2
 DD2825  NAD 27      -  33 56 33.02521(N)    079 20 39.85234(W) AD(       ) 2
 DD2825  NGVD 29 (07/19/86)   10.5    (m)           34.     (f) VERT ANG       
 DD2825
 DD2825.Superseded values are not recommended for survey control.
 DD2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2825.See file dsdata.txt to determine how the superseded data were derived.
 DD2825
 DD2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5302257034(NAD 83)
 DD2825_MARKER: DD = SURVEY DISK
 DD2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2825_SP_SET: CONCRETE POST
 DD2825_STAMPING: 034-016 AZ MK 1981
 DD2825_MARK LOGO: SCGS  
 DD2825_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2825+STABILITY: SURFACE MOTION
 DD2825
 DD2825  HISTORY     - Date     Condition        Report By
 DD2825  HISTORY     - 1981     MONUMENTED       SCGS
 DD2825  HISTORY     - 19930920 GOOD             SCGS
 DD2825
 DD2825                          STATION DESCRIPTION
 DD2825
 DD2825'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2825'STATION IS LOCATED 10.0 MILES (16.1 KM) NORTHEAST OF JOHNSONVILLE, 9.5
 DD2825'MILES (15.3 KM) SOUTHEAST OF AYNOR. OWNERSHIP--SCDOT, DIRECTOR OF
 DD2825'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD2825'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD2825'378 AND STATE HIGHWAY 908, GO NORTH ON HIGHWAY 908 FOR 4.05 MILES
 DD2825'(6.52 KM) TO A LAUNDROMAT ON THE LEFT, CONTINUE ON HIGHWAY 908 FOR
 DD2825'1.35 MILES (2.17 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE
 DD2825'NUMBER 270. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 11.5
 DD2825'METERS (37.7 FT) WEST OF THE CENTER OF THE HIGHWAY, 1.2 METERS
 DD2825'(3.9 FT) EAST OF A WITNESS POST, 2.3 METERS (7.5 FT) SOUTH OF THE
 DD2825'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1798 ***********************************************************************
 DD1798  DESIGNATION -  034 017
 DD1798  PID         -  DD1798
 DD1798  STATE/COUNTY-  SC/MARION
 DD1798  USGS QUAD   -  BRITTONS NECK (1990)
 DD1798
 DD1798                         *CURRENT SURVEY CONTROL
 DD1798  ___________________________________________________________________
 DD1798* NAD 83(2001)-  33 58 11.45188(N)    079 21 21.86040(W)     ADJUSTED  
 DD1798* NAVD 88     -        10.629  (meters)      34.87   (feet)  ADJUSTED  
 DD1798  ___________________________________________________________________
 DD1798  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DD1798  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DD1798  DYNAMIC HT  -          10.618 (meters)      34.84  (feet)  COMP
 DD1798  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 DD1798
 DD1798  HORZ ORDER  -  SECOND
 DD1798  VERT ORDER  -  FIRST     CLASS II
 DD1798
 DD1798.The horizontal coordinates were established by classical geodetic methods
 DD1798.and adjusted by the National Geodetic Survey in March 2004..
 DD1798
 DD1798.The orthometric height was determined by differential leveling
 DD1798.and adjusted by the National Geodetic Survey in June 1991..
 DD1798
 DD1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1798
 DD1798.The geoid height was determined by GEOID03.
 DD1798
 DD1798.The dynamic height is computed by dividing the NAVD 88
 DD1798.geopotential number by the normal gravity value computed on the
 DD1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1798.degrees latitude (g = 980.6199 gals.).
 DD1798
 DD1798.The modeled gravity was interpolated from observed gravity values.
 DD1798
 DD1798;                    North         East     Units Scale Factor Converg.
 DD1798;SPC SC       -   238,139.189   761,491.873   MT  0.99980736   +0 54 41.0
 DD1798;SPC SC       -   781,296.55  2,498,332.92   iFT  0.99980736   +0 54 41.0
 DD1798;UTM  17      - 3,760,030.377   651,874.666   MT  0.99988435   +0 55 07.4
 DD1798
 DD1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1798!SPC SC       -   1.00000356  x   0.99980736  =   0.99981092
 DD1798!UTM  17      -   1.00000356  x   0.99988435  =   0.99988791
 DD1798
 DD1798|---------------------------------------------------------------------|
 DD1798| PID    Reference Object                     Distance      Geod. Az  |
 DD1798|                                                           dddmmss.s |
 DD1798| DD1800 034 017 RM 1                         19.954 METERS 03026     |
 DD1798| DD1799 034 017 AZ MK                       APPROX. 0.8 KM 1514901.8 |
 DD1798|---------------------------------------------------------------------|
 DD1798
 DD1798                          SUPERSEDED SURVEY CONTROL
 DD1798
 DD1798  NAD 83(1986)-  33 58 11.46008(N)    079 21 21.86369(W) AD(       ) 2
 DD1798  NAD 27      -  33 58 10.87327(N)    079 21 22.66983(W) AD(       ) 2
 DD1798  NGVD 29 (03/21/89)   10.936  (m)           35.88   (f) ADJUSTED    1 2
 DD1798
 DD1798.Superseded values are not recommended for survey control.
 DD1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1798.See file dsdata.txt to determine how the superseded data were derived.
 DD1798
 DD1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5187560030(NAD 83)
 DD1798_MARKER: DD = SURVEY DISK
 DD1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1798_SP_SET: CONCRETE POST
 DD1798_STAMPING: HORZ 034 017 1981
 DD1798_MARK LOGO: SCGS  
 DD1798_PROJECTION: FLUSH
 DD1798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1798+STABILITY: SURFACE MOTION
 DD1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1798+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 DD1798
 DD1798  HISTORY     - Date     Condition        Report By
 DD1798  HISTORY     - 1981     MONUMENTED       SCGS
 DD1798  HISTORY     - 1986     GOOD             SCGS
 DD1798  HISTORY     - 20011030 GOOD             SCGS
 DD1798
 DD1798                          STATION DESCRIPTION
 DD1798
 DD1798'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1798'THE STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF AYNOR, 4.5
 DD1798'MILES SOUTH OF CENTENARY, IN A TRIANGLE FORMED BY STATE HIGHWAYS 41
 DD1798'AND 908 ON HIGHWAY RIGHT-OF-WAY.  CONTACT-  MR. GEORGE WEATHERS
 DD1798'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DD1798'(803)758-3414.
 DD1798'
 DD1798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 AND STATE
 DD1798'HIGHWAY 41 ABOUT 7 MILES SOUTHEAST OF MARION, GO SOUTHWESTERLY ON
 DD1798'STATE HIGHWAY 41 FOR 7.4 KM (4.6 MI) TO THE JUNCTION OF ALTERNATE
 DD1798'HIGHWAY 41, CONTINUE SOUTHERLY ON STATE HIGHWAY 41 FOR 5.8 KM (3.6
 DD1798'MI) TO JUNCTION OF S.C. 908 AND STATION IN SOUTHWEST PART OF
 DD1798'TRIANGLE.  DESCRIBED BY U. WILSON.
 DD1798'
 DD1798'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1798'---034-017 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 DD1798'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.8 METERS E FROM
 DD1798'THE CENTER OF HIGHWAY 41,  8.4 METERS N FROM THE CENTER OF HIGHWAY
 DD1798'908,  0.7 METERS NW FROM A METAL WITNESS POST, 21.3 METERS SW FROM
 DD1798'THE POWER LINE POLE 242, AND  3.2 METERS NW FROM THE STOP SIGN.
 DD1798'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1798'DISK STAMPED---034-017 1981---SET INTO AN IRREGULAR MASS OF
 DD1798'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD1798'
 DD1798'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1798'DISK STAMPED---034-017 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD1798'CONCRETE
 DD1798'MONUMENT 14 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 16.3
 DD1798'METERS WNW FROM THE POWER LINE POLE 242, 21.3 METERS W FROM THE
 DD1798'CENTER OF HIGHWAY 908,  9.9 METERS E FROM THE CENTER OF HIGHWAY 41,
 DD1798'AND 20.4 METERS N FROM THE METAL WITNESS POST.
 DD1798'
 DD1798'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED
 DD1798'---034-017 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1798'MONUMENT 14 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.8
 DD1798'METERS NW FROM THE POWER LINE POLE 248,  5.2 METERS NW FROM THE METAL
 DD1798'WINTESS POST,  6.0 METERS S FROM THE CENTER OF HIGHWAY 908, AND  2.8
 DD1798'METERS S FROM THE S EDGE OF HIGHWAY.
 DD1798'TO REACH THE AZIMUTH MARK FROM STATION AND JUNCTION OF STATE HIGHWAYS
 DD1798'908 AND 41, GO EAST ON HIGHWAY 908 FOR 0.5 MILE TO MARK ON RIGHT.
 DD1798
 DD1798                          STATION RECOVERY (1986)
 DD1798
 DD1798'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1798'27.3 KM (16.95 MI) SSW FROM MULLINS.
 DD1798'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1798'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1798'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1798'CONTINUE 5.65 KM (3.5 MI) SOUTHERLY ALONG HIGHWAY 41, SET IN THE EAST
 DD1798'ANGLE OF THE T-JUNCTION OF STATE HIGHWAY 908, 9.5 METERS (31.2 FT)
 DD1798'SOUTHEAST OF THE CENTER OF THE HIGHWAY 41, 7.7 METERS (25.3 FT)
 DD1798'NORTHEAST OF THE CENTER OF HIGHWAY 908, 21.24 METERS (69.7 FT) WEST OF
 DD1798'A POWER POLE NUMBER 242 WITH GUY WIRE, 35.62 METERS (116.9 FT) NORTH
 DD1798'NORTHEAST OF THE NORTH CORNER OF A CONCRETE BLOCK BUILDING (DAVIS
 DD1798'CANNONS GROCERY).
 DD1798'THE MARK IS 5.7 METERS  S FROM  A WITNESS POST
 DD1798'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD1798
 DD1798                          STATION RECOVERY (2001)
 DD1798
 DD1798'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1798'STATION IS LOCATED IN THE NORTHWEST ANGLE OF A GRASSY MEDIAN FORMED BY
 DD1798'THE JUNCTION OF STATE HIGHWAYS 41 AND 908 (EAST JOHNSON ATKINSON
 DD1798'MEMORIAL HIGHWAY) , 14.5 MILES (23.3 KM) SOUTH OF MARION, 9.2 MILES
 DD1798'(14.8 KM) WEST SOUTHWEST OF AYNOR.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1798'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1798'803-737-1350.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 DD1798'AND 0.5 FOOT (15.2 CM) BELOW THE JUNCTION, 31.6 FEET (9.6 M) SOUTHEAST
 DD1798'OF THE CENTER OF HIGHWAY 41, 22.6 FEET (6.9 M) EAST NORTHEAST OF THE
 DD1798'CENTER HIGHWAY 908, 101.9 FEET (31.1 M) WEST OF THE CENTER OF HIGHWAY
 DD1798'908 MERGING LANE, 70.7 FEET (21.5 M) WEST OF A POWER POLE XBU/43 WITH
 DD1798'THREE GUY WIRES, 65.4 FEET (19.9 M) SOUTHWEST OF SURVEY STATION 034
 DD1798'017 RM 1, 18.8 FEET (5.7 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1800 ***********************************************************************
 DD1800  DESIGNATION -  034 017 RM 1
 DD1800  PID         -  DD1800
 DD1800  STATE/COUNTY-  SC/MARION
 DD1800  USGS QUAD   -  BRITTONS NECK (1990)
 DD1800
 DD1800                         *CURRENT SURVEY CONTROL
 DD1800  ___________________________________________________________________
 DD1800* NAD 83(1986)-  33 58 11.     (N)    079 21 20.     (W)     SCALED    
 DD1800* NAVD 88     -        10.221  (meters)      33.53   (feet)  ADJUSTED  
 DD1800  ___________________________________________________________________
 DD1800  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DD1800  DYNAMIC HT  -          10.211 (meters)      33.50  (feet)  COMP
 DD1800  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 DD1800
 DD1800  VERT ORDER  -  FIRST     CLASS II
 DD1800
 DD1800.The horizontal coordinates were scaled from a topographic map and have
 DD1800.an estimated accuracy of +/- 6 seconds.
 DD1800
 DD1800.The orthometric height was determined by differential leveling
 DD1800.and adjusted by the National Geodetic Survey in June 1991..
 DD1800
 DD1800.The geoid height was determined by GEOID03.
 DD1800
 DD1800.The dynamic height is computed by dividing the NAVD 88
 DD1800.geopotential number by the normal gravity value computed on the
 DD1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1800.degrees latitude (g = 980.6199 gals.).
 DD1800
 DD1800.The modeled gravity was interpolated from observed gravity values.
 DD1800
 DD1800;                    North         East    Units  Estimated Accuracy
 DD1800;SPC SC       -   238,130.      761,540.      MT  (+/- 180 meters Scaled)
 DD1800
 DD1800                          SUPERSEDED SURVEY CONTROL
 DD1800
 DD1800  NGVD 29 (03/21/89)   10.528  (m)           34.54   (f) ADJUSTED    1 2
 DD1800
 DD1800.Superseded values are not recommended for survey control.
 DD1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1800.See file dsdata.txt to determine how the superseded data were derived.
 DD1800
 DD1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT519600(NAD 83)
 DD1800_MARKER: DD = SURVEY DISK
 DD1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1800_SP_SET: CONCRETE POST
 DD1800_STAMPING: RM 1 034 - 017 1981
 DD1800_MARK LOGO: SCGS  
 DD1800_PROJECTION: FLUSH
 DD1800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1800+STABILITY: SURFACE MOTION
 DD1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1800+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 DD1800
 DD1800  HISTORY     - Date     Condition        Report By
 DD1800  HISTORY     - 1981     MONUMENTED       SCGS
 DD1800  HISTORY     - 1986     GOOD             SCGS
 DD1800  HISTORY     - 20011030 GOOD             SCGS
 DD1800
 DD1800                          STATION DESCRIPTION
 DD1800
 DD1800'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1800'27.3 KM (16.95 MI) SSW FROM MULLINS.
 DD1800'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1800'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1800'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1800'CONTINUE 5.65 KM (3.5 MI) SOUTHERLY ALONG HIGHWAY 41, SET NEAR THE
 DD1800'NORTHWEST EDGE OF THE TRIANGLE FORMED BY STATE HIGHWAY 908, 9.9 METERS
 DD1800'(32.5 FT) SOUTHEAST OF THE CENTER OF HIGHWAY 41, 24.8 METERS (81.4 FT)
 DD1800'EAST NORTHEAST OF THE CENTER OF HIGHWAY 908, 20.65 METERS (67.7 FT)
 DD1800'WEST OF THE CENTER OF A SPLIT SECTION OF HIGHWAY 908, 18.05 METERS
 DD1800'(59.2 FT) NORTHWEST OF POWER POLE NUMBER 242 WITH GUY WIRE, 19.9
 DD1800'METERS (65.3 FT) NORTHEAST OF SURVEY MARK 034 017 SCGS.
 DD1800'THE MARK IS 4.75 METERS  SSW FROM  A WITNESS POST
 DD1800'THE MARK IS 1.0 M BELOW HIGHWAY 41.
 DD1800
 DD1800                          STATION RECOVERY (2001)
 DD1800
 DD1800'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1800'STATION IS LOCATED CENTRALLY NEAR THE NORTHWEST SIDE OF THE GRASSY
 DD1800'MEDIAN FORMED BY THE JUNCTION OF STATE HIGHWAYS 41 AND 908 (EAST
 DD1800'JOHNSON ATKINSON MEMORIAL HIGHWAY) , 14.5 MILES (23.3 KM) SOUTH OF
 DD1800'MARION, 9.2 MILES (14.8 KM) WEST SOUTHWEST OF AYNOR. OWNERSHIP--SCDOT,
 DD1800'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1800'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD1800'2.0 FEET (0.6 M) BELOW HIGHWAY 41, 65.4 FEET (19.9 M) NORTHEAST OF
 DD1800'SURVEY STATION 034 017, 33.0 FEET (10.1 M) SOUTHEAST OF THE CENTER OF
 DD1800'HIGHWAY 41, 82.3 FEET (25.1 M) NORTHEAST OF THE CENTER OF HIGHWAY 908,
 DD1800'67.5 FEET (20.6 M) WEST OF THE CENTER OF HIGHWAY 908 MERGING LANE,
 DD1800'50.2 FEET (15.3 M) NORTHWEST OF A POWER POLE XBU43 WITH THREE GUY
 DD1800'WIRES, 50.5 FEET (15.4 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1806 ***********************************************************************
 DD1806  DESIGNATION -  034 018
 DD1806  PID         -  DD1806
 DD1806  STATE/COUNTY-  SC/MARION
 DD1806  USGS QUAD   -  GRESHAM (1990)
 DD1806
 DD1806                         *CURRENT SURVEY CONTROL
 DD1806  ___________________________________________________________________
 DD1806* NAD 83(2001)-  33 54 44.24137(N)    079 24 22.25339(W)     ADJUSTED  
 DD1806* NAVD 88     -        17.691  (meters)      58.04   (feet)  ADJUSTED  
 DD1806  ___________________________________________________________________
 DD1806  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DD1806  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DD1806  DYNAMIC HT  -          17.673 (meters)      57.98  (feet)  COMP
 DD1806  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 DD1806
 DD1806  HORZ ORDER  -  SECOND
 DD1806  VERT ORDER  -  FIRST     CLASS II
 DD1806
 DD1806.The horizontal coordinates were established by classical geodetic methods
 DD1806.and adjusted by the National Geodetic Survey in March 2004..
 DD1806
 DD1806.The orthometric height was determined by differential leveling
 DD1806.and adjusted by the National Geodetic Survey in June 1991..
 DD1806
 DD1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1806
 DD1806.The geoid height was determined by GEOID03.
 DD1806
 DD1806.The dynamic height is computed by dividing the NAVD 88
 DD1806.geopotential number by the normal gravity value computed on the
 DD1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1806.degrees latitude (g = 980.6199 gals.).
 DD1806
 DD1806.The modeled gravity was interpolated from observed gravity values.
 DD1806
 DD1806;                    North         East     Units Scale Factor Converg.
 DD1806;SPC SC       -   231,684.207   756,960.811   MT  0.99980261   +0 53 01.0
 DD1806;SPC SC       -   760,118.79  2,483,467.23   iFT  0.99980261   +0 53 01.0
 DD1806;UTM  17      - 3,753,574.419   647,344.021   MT  0.99986764   +0 53 21.8
 DD1806
 DD1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1806!SPC SC       -   1.00000244  x   0.99980261  =   0.99980505
 DD1806!UTM  17      -   1.00000244  x   0.99986764  =   0.99987008
 DD1806
 DD1806:                Primary Azimuth Mark                     Grid Az
 DD1806:SPC SC       -  034 018 AZ MK                            289 07 02.3
 DD1806:UTM  17      -  034 018 AZ MK                            289 06 41.5
 DD1806
 DD1806|---------------------------------------------------------------------|
 DD1806| PID    Reference Object                     Distance      Geod. Az  |
 DD1806|                                                           dddmmss.s |
 DD1806| DD2109 034 018 AZ MK                       APPROX. 0.6 KM 2900003.3 |
 DD1806| DD1807 034 018 RM 1                         11.350 METERS 35508     |
 DD1806|---------------------------------------------------------------------|
 DD1806
 DD1806                          SUPERSEDED SURVEY CONTROL
 DD1806
 DD1806  NAD 83(1986)-  33 54 44.25033(N)    079 24 22.25699(W) AD(       ) 2
 DD1806  NAD 83(1986)-  33 54 44.25124(N)    079 24 22.25463(W) AD(       ) 2
 DD1806  NAD 27      -  33 54 43.66131(N)    079 24 23.05718(W) AD(       ) 2
 DD1806  NAVD 88 (06/01/98)   17.69   (m)           58.0    (f) LEVELING    3  
 DD1806  NGVD 29 (03/21/89)   17.998  (m)           59.05   (f) ADJUSTED    1 2
 DD1806
 DD1806.Superseded values are not recommended for survey control.
 DD1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1806.See file dsdata.txt to determine how the superseded data were derived.
 DD1806
 DD1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4734453574(NAD 83)
 DD1806_MARKER: DD = SURVEY DISK
 DD1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1806_SP_SET: CONCRETE POST
 DD1806_STAMPING: HORZ 034 018 1981
 DD1806_MARK LOGO: SCGS  
 DD1806_PROJECTION: PROJECTING 1 CENTIMETERS
 DD1806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1806+STABILITY: SURFACE MOTION
 DD1806
 DD1806  HISTORY     - Date     Condition        Report By
 DD1806  HISTORY     - 1982     MONUMENTED       SCGS
 DD1806  HISTORY     - 1986     GOOD             SCGS
 DD1806  HISTORY     - 19960924 MARK NOT FOUND   SCGS
 DD1806
 DD1806                          STATION DESCRIPTION
 DD1806
 DD1806'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD1806'THE STATION IS LOCATED ABOUT 3.22 KM (2 MI) NORTHEAST OF THE U.S.
 DD1806'HIGHWAY 378 BRIDGE OVER THE GREAT PEE DEE RIVER, ABOUT 16.90 KM SOUTH
 DD1806'OF CENTENARY, 0.08 KM (0.05 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY
 DD1806'378 AND STATE HIGHWAY 41, ON THE SOUTH SIDE OF HIGHWAY 41.
 DD1806'
 DD1806'TO REACH THE STATION FROM THE U.S. HIGHWAY 378 BRIDGE OVER THE GREAT
 DD1806'PEE DEE RIVER ABOUT 9.66 KM (6 MI) NORTH OFJOHNSONVILLE, GO
 DD1806'NORTHEASTERLY ON U.S. HIGHWAY 378 FOR 3.06 KM (1.9 MI) TO THE
 DD1806'JUNCTION OF STATE HIGHWAY 41.  BEAR LEFT ON STATE HIGHWAY 41 FOR 0.08
 DD1806'KM (0.05 MI) TO THE STATION ON THE RIGHT.
 DD1806'
 DD1806'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1806'---034 018 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1806'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1806'21.8 METERS S FROM THE CENTER LINE OF HIGHWAY 41  5.5
 DD1806'METERS NW FROM THE CENTER LINE OF DIRT ROAD, 12.2 METERS S FROM A
 DD1806'METAL WITNESS POST, AND  5.7 METERS E FROM A 24 INCH PINE TREE.
 DD1806'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1806'DISK STAMPED---034 018 1981---SET INTO AN IRREGULAR MASS OF
 DD1806'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD1806'
 DD1806'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1806'DISK STAMPED---034 018 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD1806'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 DD1806'LOCATED  9.8 METERS S FROM THE CENTER LINE OF
 DD1806'HIGHWAY 41,  0.8 METERS E FROM A METAL WITNESS POST, 13.4 METERS W
 DD1806'FROM THE CENTER OF THE DIRT ROAD, AND 13.7 METERS NNE FROM A 24
 DD1806'INCH PINE TREE.
 DD1806'
 DD1806'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1806'STAMPED---034 018 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD1806'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND  LOCATED  5.5
 DD1806'METERS NNE FROM THE CENTER LINE OF HIGHWAY 41,  0.4 METERS SW
 DD1806'FROM A METAL WITNESS POST,  5.3 METERS WNW FROM A REFLECTOR POLE, AND
 DD1806'27.0 METERS E FROM THE EAST END OF THE OVERPASS OVER R.R.
 DD1806'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 DD1806'41 AND 378 FOR 0.6 KM (0.35 MI) TO OVERPASS AND AZIMUTH MARK ON RIGHT.
 DD1806
 DD1806                          STATION RECOVERY (1986)
 DD1806
 DD1806'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1806'34.9 KM (21.7 MI) SSW FROM MULLINS.
 DD1806'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1806'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1806'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1806'CONTINUE 13.7 KM (8.5 MI) SOUTHERLY ALONG HIGHWAY 41, SET IN A PARTIAL
 DD1806'CLEARED AREA, 0.2 KM (0.1 MI) EAST SOUTHEAST OF THE T-JUNCTION OF
 DD1806'U.S. HIGHWAY 378, 21.63 METERS (71.0 FT) SOUTH OF THE CENTER OF THE
 DD1806'HIGHWAY, 5.65 METERS (18.5 FT) EAST OF AN 18-INCH BLAZED PINE TREE,
 DD1806'12.1 METERS (39.7 FT) SOUTH OF SURVEY MARK 034 018 RM 1 SCGS, 30.8
 DD1806'METERS (101.0 FT) EAST SOUTHEAST OF A 14-INCH OAK TREE.
 DD1806'THE MARK IS 0.79 METERS  NNW FROM  A WITNESS POST
 DD1806'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 DD1806
 DD1806                          STATION RECOVERY (1996)
 DD1806
 DD1806'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1806'NOT RECOVERED, A NEW TRUCK STOP HAS BEEN BUILT AND NEW LANDSCAPING PUT
 DD1806'IN.  AREA SEARCHED FOR 30 MINUTES.  RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2109 ***********************************************************************
 DD2109  DESIGNATION -  034 018 AZ MK
 DD2109  PID         -  DD2109
 DD2109  STATE/COUNTY-  SC/MARION
 DD2109  USGS QUAD   -  GRESHAM (1990)
 DD2109
 DD2109                         *CURRENT SURVEY CONTROL
 DD2109  ___________________________________________________________________
 DD2109* NAD 83(2001)-  33 54 51.41916(N)    079 24 45.90814(W)     ADJUSTED  
 DD2109* NAVD 88     -        22.457  (meters)      73.68   (feet)  ADJUSTED  
 DD2109  ___________________________________________________________________
 DD2109  X           -     973,518.113 (meters)                     COMP
 DD2109  Y           -  -5,208,358.941 (meters)                     COMP
 DD2109  Z           -   3,538,554.204 (meters)                     COMP
 DD2109  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DD2109  ELLIP HEIGHT-         -10.78  (meters)          (03/13/03) GPS OBS
 DD2109  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DD2109  DYNAMIC HT  -          22.434 (meters)      73.60  (feet)  COMP
 DD2109  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 DD2109
 DD2109  HORZ ORDER  -  FIRST
 DD2109  VERT ORDER  -  FIRST     CLASS II
 DD2109  ELLP ORDER  -  FOURTH    CLASS II
 DD2109
 DD2109.The horizontal coordinates were established by GPS observations
 DD2109.and adjusted by the National Geodetic Survey in March 2003..
 DD2109
 DD2109.The orthometric height was determined by differential leveling
 DD2109.and adjusted by the National Geodetic Survey in June 1991..
 DD2109
 DD2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2109
 DD2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2109
 DD2109.The ellipsoidal height was determined by GPS observations
 DD2109.and is referenced to NAD 83.
 DD2109
 DD2109.The geoid height was determined by GEOID03.
 DD2109
 DD2109.The dynamic height is computed by dividing the NAVD 88
 DD2109.geopotential number by the normal gravity value computed on the
 DD2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2109.degrees latitude (g = 980.6199 gals.).
 DD2109
 DD2109.The modeled gravity was interpolated from observed gravity values.
 DD2109
 DD2109;                    North         East     Units Scale Factor Converg.
 DD2109;SPC SC       -   231,895.945   756,349.946   MT  0.99980276   +0 52 47.9
 DD2109;SPC SC       -   760,813.47  2,481,463.08   iFT  0.99980276   +0 52 47.9
 DD2109;UTM  17      - 3,753,786.108   646,733.095   MT  0.99986542   +0 53 08.8
 DD2109
 DD2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2109!SPC SC       -   1.00000169  x   0.99980276  =   0.99980445
 DD2109!UTM  17      -   1.00000169  x   0.99986542  =   0.99986711
 DD2109
 DD2109                          SUPERSEDED SURVEY CONTROL
 DD2109
 DD2109  NAD 83(1995)-  33 54 51.41922(N)    079 24 45.90808(W) AD(       ) 1
 DD2109  ELLIP H (12/20/99)  -10.79   (m)                       GP(       ) 4 1
 DD2109  NAD 83(1986)-  33 54 51.42846(N)    079 24 45.91163(W) AD(       ) 1
 DD2109  NAD 83(1986)-  33 54 51.42901(N)    079 24 45.90934(W) AD(       ) 2
 DD2109  NAD 27      -  33 54 50.83996(N)    079 24 46.71090(W) AD(       ) 2
 DD2109  NGVD 29 (03/21/89)   22.764  (m)           74.68   (f) ADJUSTED    1 2
 DD2109
 DD2109.Superseded values are not recommended for survey control.
 DD2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2109.See file dsdata.txt to determine how the superseded data were derived.
 DD2109
 DD2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4673353786(NAD 83)
 DD2109_MARKER: DD = SURVEY DISK
 DD2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2109_SP_SET: CONCRETE POST
 DD2109_STAMPING: AZ MK 034 018 1981
 DD2109_MARK LOGO: SCGS  
 DD2109_PROJECTION: FLUSH
 DD2109_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2109+STABILITY: SURFACE MOTION
 DD2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2109+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 DD2109
 DD2109  HISTORY     - Date     Condition        Report By
 DD2109  HISTORY     - 1981     MONUMENTED       MJH
 DD2109  HISTORY     - 1986     GOOD             SCGS
 DD2109  HISTORY     - 19960717 GOOD             SCGS
 DD2109
 DD2109                          STATION DESCRIPTION
 DD2109
 DD2109'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2109'11.1 KM (6.9 MI) NNE FROM JOHNSONVILLE.
 DD2109'6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2109'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2109'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2109'GOES NORTHWEST) IN KINGSBURG, CONTINUE 0.5 KM (0.3 MI)
 DD2109'NORTH-NORTHEAST ALONG HIGHWAY 41 TO THE JUNCTION OF U.S. HIGHWAY
 DD2109'378, CONTINUE 5.25 KM (3.25 MI) NORTHEASTERLY ALONG HIGHWAYS 378 AND
 DD2109'41, SET NEAR THE SEABOARD AIR LINE RAILROAD OVERPASS, 5.57 METERS
 DD2109'(18.3 FT) NORTH OF THE CENTER THE HIGHWAY, 27.16 METERS (89.1 FT)
 DD2109'EAST OF THE EAST END OF THE NORTH CONCRETE GUARDRAIL OF THE OVERPASS,
 DD2109'35.93 METERS (117.9 FT) WEST OF A HIGHWAY REFLECTOR POST.
 DD2109'THE MARK IS 35.9 METERS  W FROM  A WITNESS POST
 DD2109'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2109
 DD2109                          STATION RECOVERY (1996)
 DD2109
 DD2109'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD2109'STATION IS LOCATED 4.2 MILES (6.8 KM) WEST OF BRITTONS NECK, 18.3
 DD2109'MILES (29.5 KM) SOUTH OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD2109'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD2109'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD2109'378 AND STATE HIGHWAY 41, 3.4 MILES (5.5 KM) NORTHEAST OF KINGSBURG,
 DD2109'GO NORTHWEST ON HIGHWAY 378 FOR 0.3 MILE (0.5 KM) TO THE STATION ON
 DD2109'THE RIGHT IN THE RIGHT OF WAY JUST BEFORE A RAILROAD BRIDGE OVERPASS.
 DD2109'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 DD2109'CM) BELOW THE HIGHWAY, 18.5 FEET (5.6 M) NORTH NORTHEAST OF THE CENTER
 DD2109'OF THE HIGHWAY, 89.0 FEET (27.1 M) EAST SOUTHEAST OF THE SOUTH CORNER
 DD2109'OF THE CONCRETE GUARD RAIL, 117.3 FEET (35.8 M) WEST NORTHWEST OF THE
 DD2109'1ST REFLECTOR STEEL COLUMN EAST OF THE BRIDGE, 10.1 FEET (3.1 M) SOUTH
 DD2109'OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1807 ***********************************************************************
 DD1807  DESIGNATION -  034 018 RM 1
 DD1807  PID         -  DD1807
 DD1807  STATE/COUNTY-  SC/MARION
 DD1807  USGS QUAD   -  GRESHAM (1990)
 DD1807
 DD1807                         *CURRENT SURVEY CONTROL
 DD1807  ___________________________________________________________________
 DD1807* NAD 83(1986)-  33 54 44.     (N)    079 24 21.     (W)     SCALED    
 DD1807* NAVD 88     -        17.482  (meters)      57.36   (feet)  ADJUSTED  
 DD1807  ___________________________________________________________________
 DD1807  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DD1807  DYNAMIC HT  -          17.464 (meters)      57.30  (feet)  COMP
 DD1807  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 DD1807
 DD1807  VERT ORDER  -  FIRST     CLASS II
 DD1807
 DD1807.The horizontal coordinates were scaled from a topographic map and have
 DD1807.an estimated accuracy of +/- 6 seconds.
 DD1807
 DD1807.The orthometric height was determined by differential leveling
 DD1807.and adjusted by the National Geodetic Survey in June 1991..
 DD1807
 DD1807.The geoid height was determined by GEOID03.
 DD1807
 DD1807.The dynamic height is computed by dividing the NAVD 88
 DD1807.geopotential number by the normal gravity value computed on the
 DD1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1807.degrees latitude (g = 980.6199 gals.).
 DD1807
 DD1807.The modeled gravity was interpolated from observed gravity values.
 DD1807
 DD1807;                    North         East    Units  Estimated Accuracy
 DD1807;SPC SC       -   231,680.      756,990.      MT  (+/- 180 meters Scaled)
 DD1807
 DD1807                          SUPERSEDED SURVEY CONTROL
 DD1807
 DD1807  NGVD 29 (03/21/89)   17.789  (m)           58.36   (f) ADJUSTED    1 2
 DD1807
 DD1807.Superseded values are not recommended for survey control.
 DD1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1807.See file dsdata.txt to determine how the superseded data were derived.
 DD1807
 DD1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT473535(NAD 83)
 DD1807_MARKER: DD = SURVEY DISK
 DD1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1807_SP_SET: CONCRETE POST
 DD1807_STAMPING: RM 1 034 018 1981
 DD1807_MARK LOGO: SCGS  
 DD1807_PROJECTION: FLUSH
 DD1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1807+STABILITY: SURFACE MOTION
 DD1807
 DD1807  HISTORY     - Date     Condition        Report By
 DD1807  HISTORY     - 1981     MONUMENTED       SCGS
 DD1807  HISTORY     - 1986     GOOD             SCGS
 DD1807  HISTORY     - 19960924 MARK NOT FOUND   SCGS
 DD1807
 DD1807                          STATION DESCRIPTION
 DD1807
 DD1807'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1807'34.9 KM (21.7 MI) SSW FROM MULLINS.
 DD1807'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1807'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1807'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1807'CONTINUE 13.7 KM (8.5 MI) SOUTHERLY ALONG HIGHWAY 41, SET IN A PARTIAL
 DD1807'CLEARED AREA, 0.2 KM (0.1 MI) EAST SOUTHEAST OF THE T-JUNCTION OF
 DD1807'U.S. HIGHWAY 378, 9.62 METERS (31.6 FT) SOUTH OF THE CENTER OF THE
 DD1807'HIGHWAY, 13.69 METERS (44.9 FT) NORTH NORTHEAST OF AN 18-INCH BLAZED
 DD1807'PINE TREE, 28.55 METERS (93.7 FT) EAST OF A 14 INCH OAK TREE,
 DD1807'12.6 METERS (39.7 FT) NORTH OF SURVEY MARK 034 018 SCGS.
 DD1807'THE MARK IS 0.68 METERS  N FROM  A WITNESS POST
 DD1807'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 DD1807
 DD1807                          STATION RECOVERY (1996)
 DD1807
 DD1807'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1807'NOT RECOVERED, A NEW TRUCK STOP HAS BEEN BUILT AND NEW LANDSCAPING PUT
 DD1807'IN.  AREA SEARCHED FOR 30 MINUTES.  RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2717 ***********************************************************************
 EB2717  DESIGNATION -  034 019
 EB2717  PID         -  EB2717
 EB2717  STATE/COUNTY-  SC/MARION
 EB2717  USGS QUAD   -  MULLINS (1981)
 EB2717
 EB2717                         *CURRENT SURVEY CONTROL
 EB2717  ___________________________________________________________________
 EB2717* NAD 83(2001)-  34 14 04.00391(N)    079 20 46.61541(W)     ADJUSTED  
 EB2717* NAVD 88     -        32.1    (meters)     105.     (feet)  VERTCON   
 EB2717  ___________________________________________________________________
 EB2717  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 EB2717  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 EB2717
 EB2717  HORZ ORDER  -  SECOND
 EB2717
 EB2717.The horizontal coordinates were established by classical geodetic methods
 EB2717.and adjusted by the National Geodetic Survey in March 2004..
 EB2717
 EB2717.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2717
 EB2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2717
 EB2717.The geoid height was determined by GEOID03.
 EB2717
 EB2717;                    North         East     Units Scale Factor Converg.
 EB2717;SPC SC       -   267,494.975   761,926.829   MT  0.99984217   +0 55 00.6
 EB2717;SPC SC       -   877,608.19  2,499,759.94   iFT  0.99984217   +0 55 00.6
 EB2717;UTM  17      - 3,789,388.067   652,304.259   MT  0.99988594   +0 55 49.9
 EB2717
 EB2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2717!SPC SC       -   1.00000016  x   0.99984217  =   0.99984233
 EB2717!UTM  17      -   1.00000016  x   0.99988594  =   0.99988610
 EB2717
 EB2717|---------------------------------------------------------------------|
 EB2717| PID    Reference Object                     Distance      Geod. Az  |
 EB2717|                                                           dddmmss.s |
 EB2717| EB3129 034 019 RM 1                                       16451     |
 EB2717| EB2719 034 019 AZ MK                       APPROX. 1.0 KM 2892333.8 |
 EB2717|---------------------------------------------------------------------|
 EB2717
 EB2717                          SUPERSEDED SURVEY CONTROL
 EB2717
 EB2717  NAD 83(1986)-  34 14 04.01174(N)    079 20 46.61799(W) AD(       ) 2
 EB2717  NAD 27      -  34 14 03.44502(N)    079 20 47.44464(W) AD(       ) 2
 EB2717  NGVD 29 (07/19/86)   32.4    (m)          106.     (f) VERT ANG       
 EB2717
 EB2717.Superseded values are not recommended for survey control.
 EB2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2717.See file dsdata.txt to determine how the superseded data were derived.
 EB2717
 EB2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5230489388(NAD 83)
 EB2717_MARKER: DD = SURVEY DISK
 EB2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2717
 EB2717  HISTORY     - Date     Condition        Report By
 EB2717  HISTORY     - 1982     MONUMENTED       SCGS
 EB2717
 EB2717                          STATION DESCRIPTION
 EB2717
 EB2717'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB2717'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) WEST OF MULLINS, ABOUT
 EB2717'8.0 KM (5.0 MI) NORTHEAST OF MARION, AT THE JUNCTION OF STATE HIGHWAY
 EB2717'41A AND COUNTY ROAD S-34-263.  FOR INFORMATION CONTACT-  GEORGE
 EB2717'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 EB2717'29202, PHONE (803) 758-3414.
 EB2717'
 EB2717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 AND STATE
 EB2717'HIGHWAY 41 IN MARION, GO EASTERLY ON STATE HIGHWAY 41 FOR 1.6 KM (1.0
 EB2717'MI) TO JUNCTION OF STATE HIGHWAY 41A.  KEEP LEFT, GO NORTHEAST ON
 EB2717'HIGHWAY 41A FOR 2.4 KM (1.5 MI) TO SIDE ROAD LEFT, COUNTY ROAD
 EB2717'S-34-518.  CONTINUE AHEAD ON STATE HIGHWAY 41A FOR 4.2 KM (2.6 MI) TO
 EB2717'THE JUNCTION OF COUNTY ROAD S-34-263 AND THE STATION ON LEFT.
 EB2717'
 EB2717'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2717'---034 019 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2717'CM IN DIAMETER FLUSH WITH THE GROUND SET INTO ROCK OUTCROP LOCATED
 EB2717'4.6 METERS NE FROM CENTER LINE OF S-34-263, 48.3 METERS WNW FROM
 EB2717'CENTER LINE OF 41 ALTERNATE,  9.7 METERS SSE FROM A NATURAL GAS PIPE
 EB2717'LINE, 25.9 METERS NW FROM A POWER LINE POLE NUMBER 57 GUIDED, AND
 EB2717'38.7 METERS NW FROM THE WEST END OF A 30 INCH CONCRETE CULVERT.
 EB2717'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2717'DISK STAMPED---034 019 1982---SET INTO AN IRREGULAR MASS OF
 EB2717'CONCRETE 1.3 METERS BELOW THE SURFACE.
 EB2717'
 EB2717'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2717'DISK STAMPED---034 019 RM 1 1982---SET INTO THE TOP OF A ROUND
 EB2717'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2717'6.2 METERS S FROM THE CENTER LINE OF S-34-263, 22.2 METERS E FROM
 EB2717'A NATURAL GAS PIPE LINE, 39.1 METERS W FROM THE CENTER LINE OF
 EB2717'STATE HIGHWAY 41, AND 4.40 M ETERS N FROM A GUIDED POWER POLE NUMBER
 EB2717'NUMBER 57 WITH TRANSFORMER
 EB2717'
 EB2717'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2717'STAMPED---034 019 AZ MK 1982---SET INTO THE TOP OF A ROUND
 EB2717'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 1 INCHES ABOVE THE
 EB2717'GROUND LOCATED  0.8 METERS NW FROM POWER POLE WITH GUIDE,  6.2 METERS
 EB2717'NE FROM CENTER LINE OF S-34-263,  0.6 METERS N FROM METAL WITNESS
 EB2717'POST, AND 16.8 METERS NNW FROM CONCRETE WATER METER.
 EB2717'TO REACH THE AZIMUTH MARK FROM STATION 034 019 1982, GO WEST ON
 EB2717'S-34-263 FOR .65 OF A MILE.  AZIMUTH ON RIGHT BESIDE POWER POLE WITH
 EB2717'GUIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2719 ***********************************************************************
 EB2719  DESIGNATION -  034 019 AZ MK
 EB2719  PID         -  EB2719
 EB2719  STATE/COUNTY-  SC/MARION
 EB2719  USGS QUAD   -  MULLINS (1981)
 EB2719
 EB2719                         *CURRENT SURVEY CONTROL
 EB2719  ___________________________________________________________________
 EB2719* NAD 83(2001)-  34 14 14.51439(N)    079 21 22.57158(W)     ADJUSTED  
 EB2719* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 EB2719  ___________________________________________________________________
 EB2719  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 EB2719  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 EB2719
 EB2719  HORZ ORDER  -  SECOND
 EB2719
 EB2719.The horizontal coordinates were established by classical geodetic methods
 EB2719.and adjusted by the National Geodetic Survey in March 2004..
 EB2719
 EB2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2719
 EB2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2719
 EB2719.The geoid height was determined by GEOID03.
 EB2719
 EB2719;                    North         East     Units Scale Factor Converg.
 EB2719;SPC SC       -   267,804.065   761,001.761   MT  0.99984267   +0 54 40.6
 EB2719;SPC SC       -   878,622.26  2,496,724.94   iFT  0.99984267   +0 54 40.6
 EB2719;UTM  17      - 3,789,696.949   651,379.079   MT  0.99988248   +0 55 29.9
 EB2719
 EB2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2719!SPC SC       -   1.00000003  x   0.99984267  =   0.99984270
 EB2719!UTM  17      -   1.00000003  x   0.99988248  =   0.99988251
 EB2719
 EB2719:                Primary Azimuth Mark                     Grid Az
 EB2719:SPC SC       -  PT 5 H                                   288 23 05.8
 EB2719:UTM  17      -  PT 5 H                                   288 22 16.5
 EB2719
 EB2719|---------------------------------------------------------------------|
 EB2719| PID    Reference Object                     Distance      Geod. Az  |
 EB2719|                                                           dddmmss.s |
 EB2719| EB2721 PT 5 H                              APPROX. 1.0 KM 2891746.4 |
 EB2719|---------------------------------------------------------------------|
 EB2719
 EB2719                          SUPERSEDED SURVEY CONTROL
 EB2719
 EB2719  NAD 83(1986)-  34 14 14.52237(N)    079 21 22.57410(W) AD(       ) 2
 EB2719  NAD 27      -  34 14 13.95697(N)    079 21 23.39924(W) AD(       ) 2
 EB2719  NGVD 29 (07/19/86)   33.2    (m)          109.     (f) VERT ANG       
 EB2719
 EB2719.Superseded values are not recommended for survey control.
 EB2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2719.See file dsdata.txt to determine how the superseded data were derived.
 EB2719
 EB2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5137989697(NAD 83)
 EB2719_MARKER: DD = SURVEY DISK
 EB2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2719_SP_SET: CONCRETE POST
 EB2719_STAMPING: 034 019 AZ MK 1982
 EB2719_MARK LOGO: SCGS  
 EB2719_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2719+STABILITY: SURFACE MOTION
 EB2719
 EB2719  HISTORY     - Date     Condition        Report By
 EB2719  HISTORY     - 1981     MONUMENTED       SCGS
 EB2719  HISTORY     - 19930920 GOOD             SCGS
 EB2719
 EB2719                          STATION DESCRIPTION
 EB2719
 EB2719'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2719'STATION IS LOCATED 5.5 MILES (8.9 KM) WEST OF MULLINS, 5.0 MILES
 EB2719'(8.0 KM) NORTHEAST OF MARION. OWNERSHIP--SCDOT, DIRECTOR OF
 EB2719'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB2719'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB2719'501 AND STATE HIGHWAY 41 ALTERNATE, 3.2 MILES (5.1 KM) NORTHEAST OF
 EB2719'MARION, GO NORTHEAST ON HIGHWAY 41 ALTERNATE FOR 1.7 MILES (2.7 KM)
 EB2719'TO THE JUNCTION OF STATE ROAD 263, TURN LEFT ON ROAD 263 FOR 0.65 MILE
 EB2719'(1.05 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE WITH A GUY
 EB2719'WIRE. STATION IS A CONCRETE POST PROJECTING 0.1 FOOT, 0.8 METER
 EB2719'(2.6 FT) NORTHWEST OF THE POWER POLE, 6.2 METERS (20.3 FT) NORTHEAST
 EB2719'OF THE CENTER OF THE ROAD, 0.6 METER (2.0 FT) NORTH OF A WITNESS
 EB2719'POST, 16.8 METERS (55.1 FT) NORTH NORTHWEST OF A CONCRETE WATER
 EB2719'METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2739 ***********************************************************************
 EB2739  DESIGNATION -  034 020
 EB2739  PID         -  EB2739
 EB2739  STATE/COUNTY-  SC/MARION
 EB2739  USGS QUAD   -  MARION (1947)
 EB2739
 EB2739                         *CURRENT SURVEY CONTROL
 EB2739  ___________________________________________________________________
 EB2739* NAD 83(2001)-  34 14 24.58899(N)    079 23 06.17990(W)     ADJUSTED  
 EB2739* NAVD 88     -        33.7    (meters)     111.     (feet)  VERTCON   
 EB2739  ___________________________________________________________________
 EB2739  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 EB2739  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 EB2739
 EB2739  HORZ ORDER  -  SECOND
 EB2739
 EB2739.The horizontal coordinates were established by classical geodetic methods
 EB2739.and adjusted by the National Geodetic Survey in March 2004..
 EB2739
 EB2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2739
 EB2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2739
 EB2739.The geoid height was determined by GEOID03.
 EB2739
 EB2739;                    North         East     Units Scale Factor Converg.
 EB2739;SPC SC       -   268,072.613   758,346.234   MT  0.99984316   +0 53 43.2
 EB2739;SPC SC       -   879,503.32  2,488,012.58   iFT  0.99984316   +0 53 43.2
 EB2739;UTM  17      - 3,789,964.877   648,723.396   MT  0.99987265   +0 54 31.8
 EB2739
 EB2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2739!SPC SC       -   0.99999989  x   0.99984316  =   0.99984305
 EB2739!UTM  17      -   0.99999989  x   0.99987265  =   0.99987254
 EB2739
 EB2739|---------------------------------------------------------------------|
 EB2739| PID    Reference Object                     Distance      Geod. Az  |
 EB2739|                                                           dddmmss.s |
 EB2739| EB3130 034 020 RM 1                                       16626     |
 EB2739| EB2741 034 020 AZ MK                       APPROX. 0.9 KM 2060752.3 |
 EB2739|---------------------------------------------------------------------|
 EB2739
 EB2739                          SUPERSEDED SURVEY CONTROL
 EB2739
 EB2739  NAD 83(1986)-  34 14 24.59807(N)    079 23 06.18228(W) AD(       ) 2
 EB2739  NAD 27      -  34 14 24.03541(N)    079 23 07.00400(W) AD(       ) 2
 EB2739  NGVD 29 (07/19/86)   34.0    (m)          112.     (f) VERT ANG       
 EB2739
 EB2739.Superseded values are not recommended for survey control.
 EB2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2739.See file dsdata.txt to determine how the superseded data were derived.
 EB2739
 EB2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4872389965(NAD 83)
 EB2739_MARKER: DD = SURVEY DISK
 EB2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2739_SP_SET: CONCRETE POST
 EB2739_STAMPING: HORZ 034 020 1982
 EB2739_MARK LOGO: SCGS  
 EB2739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2739+STABILITY: SURFACE MOTION
 EB2739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB2739+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 EB2739
 EB2739  HISTORY     - Date     Condition        Report By
 EB2739  HISTORY     - 1982     MONUMENTED       SCGS
 EB2739  HISTORY     - 1982     GOOD             SCGS
 EB2739  HISTORY     - 19930920 GOOD             SCGS
 EB2739  HISTORY     - 20010910 GOOD             SCGS
 EB2739  HISTORY     - 20040714 GOOD             USPSQD
 EB2739  HISTORY     - 20051103 GOOD             USPSQD
 EB2739
 EB2739                          STATION DESCRIPTION
 EB2739
 EB2739'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB2739'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2739'---034 020 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EB2739'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  8.8 METERS N FROM THE
 EB2739'CENTER OF S-34-263,  7.3 METERS W FROM A UTILITY POLE, 14.9 METERS NW
 EB2739'FROM A METAL WITNESS POST,  6.3 METERS W FROM THE UNDERGROUND CABLE
 EB2739'JUNCTION BOX, AND  7.9 METERS SE FROM A 15 INCH PINE TREE.
 EB2739'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2739'DISK STAMPED---034 020 1982---SET INTO AN IRREGULAR MASS OF
 EB2739'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB2739'
 EB2739'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2739'DISK STAMPED---034 020 RM 1 1982---SET INTO THE TOP OF A ROUND
 EB2739'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 EB2739'0.9 METERS SE FROM A METAL WITNESS POST,  5.2 METERS S FROM THE
 EB2739'CENTER OF S-34-263,  1.8 METERS N FROM THE POLE WITH GUIDE, AND 23.8
 EB2739'METERS W FROM THE CENTER LINE OF DIRT DRIVE
 EB2739'
 EB2739'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2739'STAMPED---AZ MK 034 020 1982---SET INTO THE TOP OF A ROUND CONCRETE
 EB2739'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  0.8 METERS
 EB2739'N FROM A POWER LINE POLE NUMBER 32,  8.9 METERS W FROM THE CENTER
 EB2739'LINE OF HIGHWAY 501,  0.6 METERS S FROM A METAL WITNESS POST, AND
 EB2739'55.2 METERS NW FROM A UNDERGROUND CABLE JUNCTION BOX.
 EB2739'TO REACH THE AZIMUTH MARK FROM TO REACH AZIMUTH FROM STATION 034 020,
 EB2739'GO WESTERLY ON S-34-263 FOR .55 OF A MILE TO A CROSSROADS AND TURN
 EB2739'LEFT.  GO SOUTHWESTERLY ON (0.7 K MI) FOR .45 OF A MILE TO JUNCTION
 EB2739'501.  TURN LEFT SOUTHERLY AND GO 0.6 KM (.35 MI) AZIMUTH ON RIGHT BY
 EB2739'POWER LINE POLE.
 EB2739
 EB2739                          STATION RECOVERY (1982)
 EB2739
 EB2739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EB2739'RECOVERED IN GOOD CONDITION.
 EB2739
 EB2739                          STATION RECOVERY (1993)
 EB2739
 EB2739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2739'STATION IS LOCATED 4.0 MILES (6.4 KM) NORTH OF MARION.
 EB2739'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB2739'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB2739'JUNCTION OF U.S. HIGHWAYS 501 BUSINESS, 501 AND STATE ROAD 23, 4.0
 EB2739'MILES (6.4 KM) NORTH OF MARION, GO NORTH ON ROAD 23 FOR 0.4 MILE
 EB2739'(0.6 KM) TO THE JUNCTION OF STATE ROAD 263, TURN RIGHT ON ROAD 263
 EB2739'FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT. STATION IS A
 EB2739'CONCRETE POST FLUSH WITH THE GROUND, 8.8 METERS (28.9 FT) NORTH OF
 EB2739'THE CENTER OF THE ROAD, 7.3 METERS (24.0 FT) WEST OF A UTILITY POLE,
 EB2739'14.9 METERS (48.9 FT) NORTHWEST OF A WITNESS POST, 6.3 METERS
 EB2739'(20.7 FT) WEST OF A TELEPHONE JUNCTION BOX, 7.9 METERS (25.9 FT)
 EB2739'SOUTHEAST OF A 1.3-FOOT PINE TREE.
 EB2739
 EB2739                          STATION RECOVERY (2001)
 EB2739
 EB2739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2739'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTH OF MARION, 5.9 MILES (9.5
 EB2739'KM) EAST SOUTHEAST OF SELLERS.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB2739'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB2739'803-737-1350.  TO REACH THE STATION FROM THE NORTH JUNCTION OVERPASS
 EB2739'OF U.S.  HIGHWAYS 501 BUSINESS AND 501/501 BYPASS, 3.9 MILES (6.3 KM)
 EB2739'EAST OF MARION, GO WEST NORTHWEST ON HIGHWAY 501 FOR 0.35 MILE (0.56
 EB2739'KM) TO THE JUNCTION OF STATE ROAD 23 (TEMPERENCE HILL ROAD) , TURN
 EB2739'RIGHT ON ROAD 23 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE ROAD
 EB2739'263 (EAST SELLERS ROAD) , TURN RIGHT ON ROAD 263 FOR 0.45 MILE (0.72
 EB2739'KM) TO THE STATION ON THE LEFT NEAR A TELEPHONE JUNCTION BOX.  STATION
 EB2739'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M)
 EB2739'ABOVE THE ROAD, 29.2 FEET (8.9 M) NORTH NORTHEAST OF THE CENTER OF THE
 EB2739'ROAD, 20.7 FEET (6.3 M) WEST NORTHWEST OF THE TELEPHONE JUNCTION BOX
 EB2739'263/E2, 24.3 FEET (7.4 M) WEST NORTHWEST OF A POWER POLE NUMBER 36,
 EB2739'25.3 FEET (7.7 M) SOUTH SOUTHEAST OF A 2.0-FOOT PINE TREE WITH A SCGS
 EB2739'REFERENCE WASHER ATTACHED, 24.3 FEET (7.4 M) WEST NORTHWEST OF A
 EB2739'WITNESS POST.  NOTE-CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 EB2739'NOTE-034 020 RM 1 WAS FOUND WITH DISK MISSING.
 EB2739
 EB2739                          STATION RECOVERY (2004)
 EB2739
 EB2739'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2739'RECOVERED IN GOOD CONDITION.
 EB2739
 EB2739                          STATION RECOVERY (2005)
 EB2739
 EB2739'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2741 ***********************************************************************
 EB2741  DESIGNATION -  034 020 AZ MK
 EB2741  PID         -  EB2741
 EB2741  STATE/COUNTY-  SC/MARION
 EB2741  USGS QUAD   -  MARION (1947)
 EB2741
 EB2741                         *CURRENT SURVEY CONTROL
 EB2741  ___________________________________________________________________
 EB2741* NAD 83(2001)-  34 13 57.34700(N)    079 23 22.27004(W)     ADJUSTED  
 EB2741* NAVD 88     -        33.3    (meters)     109.     (feet)  VERTCON   
 EB2741  ___________________________________________________________________
 EB2741  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 EB2741  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 EB2741
 EB2741  HORZ ORDER  -  SECOND
 EB2741
 EB2741.The horizontal coordinates were established by classical geodetic methods
 EB2741.and adjusted by the National Geodetic Survey in March 2004..
 EB2741
 EB2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2741
 EB2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2741
 EB2741.The geoid height was determined by GEOID03.
 EB2741
 EB2741;                    North         East     Units Scale Factor Converg.
 EB2741;SPC SC       -   267,227.017   757,947.680   MT  0.99984185   +0 53 34.3
 EB2741;SPC SC       -   876,729.06  2,486,704.99   iFT  0.99984185   +0 53 34.3
 EB2741;UTM  17      - 3,789,119.162   648,325.028   MT  0.99987119   +0 54 22.1
 EB2741
 EB2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2741!SPC SC       -   0.99999995  x   0.99984185  =   0.99984180
 EB2741!UTM  17      -   0.99999995  x   0.99987119  =   0.99987114
 EB2741
 EB2741                          SUPERSEDED SURVEY CONTROL
 EB2741
 EB2741  NAD 83(1986)-  34 13 57.35638(N)    079 23 22.27315(W) AD(       ) 2
 EB2741  NAD 27      -  34 13 56.79337(N)    079 23 23.09511(W) AD(       ) 2
 EB2741  NGVD 29 (07/19/86)   33.6    (m)          110.     (f) VERT ANG       
 EB2741
 EB2741.Superseded values are not recommended for survey control.
 EB2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2741.See file dsdata.txt to determine how the superseded data were derived.
 EB2741
 EB2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4832589119(NAD 83)
 EB2741_MARKER: DD = SURVEY DISK
 EB2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2741_SP_SET: CONCRETE POST
 EB2741_STAMPING: AZ MK 034 020 1982
 EB2741_MARK LOGO: SCGS  
 EB2741_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2741+STABILITY: SURFACE MOTION
 EB2741
 EB2741  HISTORY     - Date     Condition        Report By
 EB2741  HISTORY     - 1982     MONUMENTED       SCGS
 EB2741  HISTORY     - 19930920 GOOD             SCGS
 EB2741  HISTORY     - 20010910 MARK NOT FOUND   SCGS
 EB2741  HISTORY     - 20040714 MARK NOT FOUND   USPSQD
 EB2741
 EB2741                          STATION DESCRIPTION
 EB2741
 EB2741'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2741'STATION IS LOCATED 4.0 MILES (6.4 KM) NORTH OF MARION.
 EB2741'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB2741'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB2741'JUNCTION OF U.S. HIGHWAYS 501 BUSINESS, 501 AND STATE ROAD 23, 4.0
 EB2741'MILES (6.4 KM) NORTH OF MARION, GO SOUTH ON HIGHWAY 501 BUSINESS FOR
 EB2741'0.35 MILE (0.56 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 EB2741'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 0.8 METER (2.6 FT)
 EB2741'NORTH OF THE POWER POLE NUMBER 32, 8.9 METERS (29.2 FT) WEST OF THE
 EB2741'CENTER OF THE HIGHWAY, 0.6 METER (2.0 FT) SOUTH OF A WITNESS POST,
 EB2741'55.2 METERS (181.1 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX.
 EB2741
 EB2741                          STATION RECOVERY (2001)
 EB2741
 EB2741'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2741'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 EB2741'OF RECEIVING REAL TIME GPS CORRECTION FROM A BEACON WAS USED TO LOCATE
 EB2741'THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
 EB2741
 EB2741                          STATION RECOVERY (2004)
 EB2741
 EB2741'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2746 ***********************************************************************
 EB2746  DESIGNATION -  034 021
 EB2746  PID         -  EB2746
 EB2746  STATE/COUNTY-  SC/MARION
 EB2746  USGS QUAD   -  MARION (1947)
 EB2746
 EB2746                         *CURRENT SURVEY CONTROL
 EB2746  ___________________________________________________________________
 EB2746* NAD 83(2001)-  34 10 16.22804(N)    079 25 40.77037(W)     ADJUSTED  
 EB2746* NAVD 88     -        19.9    (meters)      65.     (feet)  VERTCON   
 EB2746  ___________________________________________________________________
 EB2746  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 EB2746  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 EB2746
 EB2746  HORZ ORDER  -  SECOND
 EB2746
 EB2746.The horizontal coordinates were established by classical geodetic methods
 EB2746.and adjusted by the National Geodetic Survey in March 2004..
 EB2746
 EB2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2746
 EB2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2746
 EB2746.The geoid height was determined by GEOID03.
 EB2746
 EB2746;                    North         East     Units Scale Factor Converg.
 EB2746;SPC SC       -   260,361.061   754,507.736   MT  0.99983190   +0 52 17.5
 EB2746;SPC SC       -   854,202.96  2,475,419.08   iFT  0.99983190   +0 52 17.5
 EB2746;UTM  17      - 3,782,252.266   644,886.477   MT  0.99985877   +0 52 59.2
 EB2746
 EB2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2746!SPC SC       -   1.00000205  x   0.99983190  =   0.99983395
 EB2746!UTM  17      -   1.00000205  x   0.99985877  =   0.99986082
 EB2746
 EB2746:                Primary Azimuth Mark                     Grid Az
 EB2746:SPC SC       -  034 021 AZ MK                            281 55 22.5
 EB2746:UTM  17      -  034 021 AZ MK                            281 54 40.8
 EB2746
 EB2746|---------------------------------------------------------------------|
 EB2746| PID    Reference Object                     Distance      Geod. Az  |
 EB2746|                                                           dddmmss.s |
 EB2746| EB2747 034 021 AZ MK                       APPROX. 2.2 KM 2824740.0 |
 EB2746| EB3131 034 021 RM 1                         28.067 METERS 34621     |
 EB2746|---------------------------------------------------------------------|
 EB2746
 EB2746                          SUPERSEDED SURVEY CONTROL
 EB2746
 EB2746  NAD 83(1986)-  34 10 16.23483(N)    079 25 40.77299(W) AD(       ) 2
 EB2746  NAD 27      -  34 10 15.65823(N)    079 25 41.58083(W) AD(       ) 2
 EB2746  NGVD 29 (07/19/86)   20.2    (m)           66.     (f) VERT ANG       
 EB2746
 EB2746.Superseded values are not recommended for survey control.
 EB2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2746.See file dsdata.txt to determine how the superseded data were derived.
 EB2746
 EB2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4488682252(NAD 83)
 EB2746_MARKER: DD = SURVEY DISK
 EB2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2746_STAMPING: HORZ 034-021 1982
 EB2746_MARK LOGO: SCGS  
 EB2746_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2746+STABILITY: SURFACE MOTION
 EB2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2746+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 EB2746
 EB2746  HISTORY     - Date     Condition        Report By
 EB2746  HISTORY     - 1982     MONUMENTED       SCGS
 EB2746  HISTORY     - 20010828 GOOD             SCGS
 EB2746  HISTORY     - 20040406 GOOD             SCGS
 EB2746  HISTORY     - 20040714 GOOD             USPSQD
 EB2746  HISTORY     - 20051103 GOOD             USPSQD
 EB2746
 EB2746                          STATION DESCRIPTION
 EB2746
 EB2746'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 EB2746'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) WEST-SOUTHWEST OF MARION
 EB2746'IN A TRAFFIC ISLAND AT THE JUNCTION OF U.S. HIGHWAY 76 AND STATE
 EB2746'HIGHWAY 576.  STATION IS ON HIGHWAY RIGHT-OF-WAY.  FOR INFORMATION
 EB2746'CONTACT-  GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 EB2746'COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 EB2746'
 EB2746'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 501 AND 74 IN
 EB2746'MARION, GO WEST ON HIGHWAY 76 FOR 2.6 KM (1.6 MI) TO THE STATION ON
 EB2746'THE LEFT IN A TRAFFIC ISLAND.
 EB2746'
 EB2746'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 EB2746'---034 021 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 EB2746'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.6 METERS S FROM
 EB2746'THE CENTER LINE OF THE WEST BOUND LANE OF U.S, FROM HIGHWAY 76, 12.1
 EB2746'METERS N FROM THE CENTER LINE OF THE EAST BOUND LANE OF, FROM
 EB2746'U.S. HIGHWAY 76, 26.49 METERS E FROM A METAL SIGN POST TO A ROAD
 EB2746'INFORMATION SIGN, 31.70 METERS NW FROM A METAL POST TO A GAS LINE
 EB2746'METER, AND 59.4 METERS WNW FROM THE EAST END OF THE TRAFFIC
 EB2746'ISLAND.
 EB2746'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2746'DISK STAMPED---034 021 1982---SET INTO AN IRREGULAR MASS OF
 EB2746'CONCRETE 1.2 METERS BELOW THE SURFACE.
 EB2746'
 EB2746'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 EB2746'DISK STAMPED---034 021 RM 1 1982---SET INTO THE TOP OF A ROUND
 EB2746'CONCRETE
 EB2746'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.8 METERS
 EB2746'N FROM THE CENTER LINE OF THE WEST BOUND LANE OF U.S, FROM
 EB2746'HIGHWAY 76, 24.1 METERS W FROM A DRIVEWAY,  4.8 METERS E FROM A
 EB2746'DRIVEWAY,  9.3 METERS SSE FROM THE EAST END OF A CONCRETE CULVERT
 EB2746'UNDER THE WEST, FROM DRIVEWAY, AND 1.2 METERS LOWER THAN THE STATION.
 EB2746'
 EB2746'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 EB2746'STAMPED---034 021 AZ MK 1982---SET INTO THE TOP OF A ROUND CONCRETE
 EB2746'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.3 METERS
 EB2746'S FROM THE CENTER LINE OF THE WEST BOUND,  8.9 METERS N FROM THE
 EB2746'THE CENTER LINE OF THE EAST BOUND, 15.9 METERS E FROM THE CENTER
 EB2746'LINE OF A PAVED CROSSOVER, AND 41.47 METERS W FROM THE WEST EDGE
 EB2746'OF A METAL CATCH BASIN.
 EB2746'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 EB2746'76 FOR 2.2 KM (1.35 MI) TO THE MARK ON THE LEFT AT A PAVED CROSSOVER.
 EB2746
 EB2746                          STATION RECOVERY (2001)
 EB2746
 EB2746'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2746'STATION IS LOCATED IN THE EASTERN GRASSY MEDIAN FORMED BY THE JUNCTION
 EB2746'OF STATE HIGHWAY 576 AND U.S.  HIGHWAY 76, 1.6 MILES (2.6 KM) WEST
 EB2746'SOUTHWEST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 EB2746'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A
 EB2746'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 EB2746'HIGHWAYS, 22.3 FEET (6.8 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 EB2746'WESTBOUND LANES OF HIGHWAY 76, 37.3 FEET (11.4 M) NORTHEAST OF THE
 EB2746'CENTER OF THE WESTBOUND LANES OF HIGHWAY 576, 82.6 FEET (25.2 M) WEST
 EB2746'OF THE WOODEN MAILBOX POST FOR A BRICK HOUSE NUMBER 1422, 92.1 FEET
 EB2746'(28.1 M) SOUTH OF SURVEY STATION 034 021 RM 1, 35.3 FEET (10.8 M)
 EB2746'NORTH OF THE CENTER OF THE EASTBOUND LANES OF HIGHWAY 76, 79.8 FEET
 EB2746'(24.3 M) EAST SOUTHEAST OF A WITNESS POST.  NOTE-STATION IS
 EB2746'INTERVISIBLE WITH SURVEY STATION 034 021 AZ MK.
 EB2746
 EB2746                          STATION RECOVERY (2004)
 EB2746
 EB2746'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 EB2746'WOODEN MAILPOST IS NOW A GREEN PLASTIC MAILBOX, WITNESS POST GONE,
 EB2746'79.7 FEET EAST SOUTHEAST OF A WITNESS POST.
 EB2746
 EB2746                          STATION RECOVERY (2004)
 EB2746
 EB2746'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2746'RECOVERED IN GOOD CONDITION.
 EB2746
 EB2746                          STATION RECOVERY (2005)
 EB2746
 EB2746'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB2747 ***********************************************************************
 EB2747  DESIGNATION -  034 021 AZ MK
 EB2747  PID         -  EB2747
 EB2747  STATE/COUNTY-  SC/MARION
 EB2747  USGS QUAD   -  MARION (1947)
 EB2747
 EB2747                         *CURRENT SURVEY CONTROL
 EB2747  ___________________________________________________________________
 EB2747* NAD 83(2001)-  34 10 32.32128(N)    079 27 06.07865(W)     ADJUSTED  
 EB2747* NAVD 88     -        18.6    (meters)      61.     (feet)  VERTCON   
 EB2747  ___________________________________________________________________
 EB2747  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 EB2747  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 EB2747
 EB2747  HORZ ORDER  -  SECOND
 EB2747
 EB2747.The horizontal coordinates were established by classical geodetic methods
 EB2747.and adjusted by the National Geodetic Survey in March 2004..
 EB2747
 EB2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2747
 EB2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2747
 EB2747.The geoid height was determined by GEOID03.
 EB2747
 EB2747;                    North         East     Units Scale Factor Converg.
 EB2747;SPC SC       -   260,823.822   752,316.107   MT  0.99983259   +0 51 30.2
 EB2747;SPC SC       -   855,721.20  2,468,228.70   iFT  0.99983259   +0 51 30.2
 EB2747;UTM  17      - 3,782,714.596   642,694.706   MT  0.99985100   +0 52 11.6
 EB2747
 EB2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2747!SPC SC       -   1.00000224  x   0.99983259  =   0.99983483
 EB2747!UTM  17      -   1.00000224  x   0.99985100  =   0.99985324
 EB2747
 EB2747                          SUPERSEDED SURVEY CONTROL
 EB2747
 EB2747  NAD 83(1986)-  34 10 32.32794(N)    079 27 06.08130(W) AD(       ) 2
 EB2747  NAD 27      -  34 10 31.75228(N)    079 27 06.88648(W) AD(       ) 2
 EB2747  NGVD 29 (07/19/86)   18.9    (m)           62.     (f) VERT ANG       
 EB2747
 EB2747.Superseded values are not recommended for survey control.
 EB2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2747.See file dsdata.txt to determine how the superseded data were derived.
 EB2747
 EB2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4269582715(NAD 83)
 EB2747_MARKER: DD = SURVEY DISK
 EB2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2747_SP_SET: CONCRETE POST
 EB2747_STAMPING: AZ MK 034-021 1982
 EB2747_MARK LOGO: SCGS  
 EB2747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2747+STABILITY: SURFACE MOTION
 EB2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2747+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 EB2747
 EB2747  HISTORY     - Date     Condition        Report By
 EB2747  HISTORY     - 1981     MONUMENTED       SCGS
 EB2747  HISTORY     - 19930920 GOOD             SCGS
 EB2747  HISTORY     - 20010828 GOOD             SCGS
 EB2747  HISTORY     - 20040714 GOOD             USPSQD
 EB2747  HISTORY     - 20051103 GOOD             USPSQD
 EB2747
 EB2747                          STATION DESCRIPTION
 EB2747
 EB2747'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB2747'STATION IS LOCATED 2.5 MILES (4.0 KM) WEST OF MARION.
 EB2747'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB2747'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB2747'JUNCTION OF U.S. HIGHWAY 76 AND STATE HIGHWAY 576, 1.8 MILES
 EB2747'(2.9 KM) WEST OF MARION, GO WEST ON HIGHWAY 76 FOR 1.35 MILES
 EB2747'(2.17 KM) TO THE STATION ON THE LEFT IN THE MEDIAN OF THE HIGHWAY AT
 EB2747'A CROSSOVER ROAD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 EB2747'9.3 METERS (30.5 FT) SOUTH OF THE CENTER OF THE WESTBOUND LANES OF
 EB2747'THE HIGHWAY, 8.9 METERS (29.2 FT) NORTH OF THE CENTER OF THE
 EB2747'EASTBOUND LANES OF THE HIGHWAY, 15.9 METERS (52.2 FT) EAST OF THE
 EB2747'CENTER OF THE CROSSOVER ROAD, 41.47 METERS (136.06 FT) WEST OF THE
 EB2747'WEST EDGE OF A METAL CATCH BASIN.
 EB2747
 EB2747                          STATION RECOVERY (2001)
 EB2747
 EB2747'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB2747'STATION IS LOCATED 2.9 MILES (4.7 KM) WEST OF MARION.
 EB2747'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EB2747'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EB2747'JUNCTION OF U.S.  HIGHWAY 76 AND STATE HIGHWAY 576, 1.6 MILES (2.6 KM)
 EB2747'WEST OF MARION, GO NORTHWEST ON HIGHWAY 76 FOR 1.35 MILES (2.17 KM) TO
 EB2747'THE STATION ON THE LEFT IN A GRASSY MEDIAN FORMED BY THE LANES OF THE
 EB2747'HIGHWAY AND A PAVED MEDIAN LEADING TO BOATWRIGHT ROAD. STATION IS A
 EB2747'CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 1.0 FOOT (0.3 M) BELOW
 EB2747'THE HIGHWAY, 31.0 FEET (9.4 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 EB2747'WESTBOUND LANES OF THE HIGHWAY, 30.0 FEET (9.1 M) NORTH NORTHEAST OF
 EB2747'THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 53.2 FEET (16.2 M)
 EB2747'EAST SOUTHEAST OF THE CENTER OF THE PAVED MEDIAN CROSSING, 138.1 FEET
 EB2747'(42.1 M) WEST NORTHWEST OF THE WEST EDGE OF A METAL DRAINAGE GRATE,
 EB2747'84.3 FEET (25.7 M) NORTHEAST OF A WITNESS POST.  NOTE-STATION IS
 EB2747'INTERVISIBLE WITH SURVEY STATION 034 021.
 EB2747
 EB2747                          STATION RECOVERY (2004)
 EB2747
 EB2747'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2747'RECOVERED IN GOOD CONDITION.
 EB2747
 EB2747                          STATION RECOVERY (2005)
 EB2747
 EB2747'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2288 ***********************************************************************
 DD2288  DESIGNATION -  045 002
 DD2288  PID         -  DD2288
 DD2288  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2288  USGS QUAD   -  HENRY (1973)
 DD2288
 DD2288                         *CURRENT SURVEY CONTROL
 DD2288  ___________________________________________________________________
 DD2288* NAD 83(2001)-  33 44 37.07802(N)    079 23 45.76251(W)     ADJUSTED  
 DD2288* NAVD 88     -        17.933  (meters)      58.84   (feet)  ADJUSTED  
 DD2288  ___________________________________________________________________
 DD2288  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 DD2288  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DD2288  DYNAMIC HT  -          17.915 (meters)      58.78  (feet)  COMP
 DD2288  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 DD2288
 DD2288  HORZ ORDER  -  SECOND
 DD2288  VERT ORDER  -  FIRST     CLASS II
 DD2288
 DD2288.The horizontal coordinates were established by classical geodetic methods
 DD2288.and adjusted by the National Geodetic Survey in March 2004..
 DD2288
 DD2288.The orthometric height was determined by differential leveling
 DD2288.and adjusted by the National Geodetic Survey in June 1991..
 DD2288
 DD2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2288
 DD2288.The geoid height was determined by GEOID03.
 DD2288
 DD2288.The dynamic height is computed by dividing the NAVD 88
 DD2288.geopotential number by the normal gravity value computed on the
 DD2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2288.degrees latitude (g = 980.6199 gals.).
 DD2288
 DD2288.The modeled gravity was interpolated from observed gravity values.
 DD2288
 DD2288;                    North         East     Units Scale Factor Converg.
 DD2288;SPC SC       -   212,997.484   758,188.187   MT  0.99979449   +0 53 21.2
 DD2288;SPC SC       -   698,810.64  2,487,494.05   iFT  0.99979449   +0 53 21.2
 DD2288;UTM  17      - 3,734,886.432   648,572.737   MT  0.99987213   +0 53 28.0
 DD2288
 DD2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2288!SPC SC       -   1.00000243  x   0.99979449  =   0.99979692
 DD2288!UTM  17      -   1.00000243  x   0.99987213  =   0.99987456
 DD2288
 DD2288|---------------------------------------------------------------------|
 DD2288| PID    Reference Object                     Distance      Geod. Az  |
 DD2288|                                                           dddmmss.s |
 DD2288| DD2289 045 002 RM 1                         10.515 METERS 04637     |
 DD2288| DD2290 045 002 AZ MK                       490.584 METERS 1271807.5 |
 DD2288|---------------------------------------------------------------------|
 DD2288
 DD2288                          SUPERSEDED SURVEY CONTROL
 DD2288
 DD2288  NAD 83(1986)-  33 44 37.08684(N)    079 23 45.76589(W) AD(       ) 2
 DD2288  NAD 27      -  33 44 36.48840(N)    079 23 46.57022(W) AD(       ) 2
 DD2288  NGVD 29 (03/21/89)   18.240  (m)           59.84   (f) ADJUSTED    1 2
 DD2288
 DD2288.Superseded values are not recommended for survey control.
 DD2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2288.See file dsdata.txt to determine how the superseded data were derived.
 DD2288
 DD2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4857334886(NAD 83)
 DD2288_MARKER: DD = SURVEY DISK
 DD2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2288_SP_SET: CONCRETE POST
 DD2288_STAMPING: HORZ 045-002 1981
 DD2288_MARK LOGO: SCGS  
 DD2288_PROJECTION: FLUSH
 DD2288_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2288+STABILITY: SURFACE MOTION
 DD2288
 DD2288  HISTORY     - Date     Condition        Report By
 DD2288  HISTORY     - 1981     MONUMENTED       SCGS
 DD2288  HISTORY     - 1987     GOOD             SCGS
 DD2288  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2288  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 DD2288  HISTORY     - 20040905 MARK NOT FOUND   USPSQD
 DD2288  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2288
 DD2288                          STATION DESCRIPTION
 DD2288
 DD2288'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2288'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST OF HEMINGWAY, ABOUT
 DD2288'8.8 KM (5.5 MI) SOUTHEAST OF JOHNSONVILLE, IS ON THE RIGHT-OF-WAY OF
 DD2288'STATE HIGHWAY 261 ABOUT 100 FEET WEST OF A FIELD ENTRANCE.  FOR
 DD2288'INFORMATION CONTACT--  MR. GEORGE WEATHERS, PREENGINEER, P.O. BOX 191,
 DD2288'COLUMBIA, S.C. 29202, TELEPHONE (803) 758-3414.
 DD2288'
 DD2288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51, 41, AND
 DD2288'261 IN HEMINGWAY, GO EASTERLY ON STATE HIGHWAY 261 FOR 6.3 KM (3.9
 DD2288'MI) TO THE STATION ON LEFT.
 DD2288'
 DD2288'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2288'---045 002 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD2288'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 40.2 METERS SW FROM
 DD2288'FROM APPROXIMATE CENTER OF HIGHWAY 261,  0.6 METERS SE FROM A FENCE,
 DD2288'AND  0.8 METERS S FROM A METAL WITNESS POST.
 DD2288'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2288'DISK STAMPED---045 002 1981---SET INTO AN IRREGULAR MASS OF
 DD2288'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2288'
 DD2288'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2288'DISK STAMPED---RM 1 045 002 1981---SET INTO THE TOP OF A ROUND
 DD2288'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2288'29.6 METERS SW FROM APPROXIMATE CENTER OF HIGHWAY 261, 10.0
 DD2288'METERS NE FROM A METAL WITNESS POST,  0.9 METERS SE FROM A FENCE, AND
 DD2288'IS LEVEL WITH THE STATION.
 DD2288'
 DD2288'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2288'STAMPED---AZ MK 045 002 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2288'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.4
 DD2288'METERS NE FROM APPROXIMATE CENTER OF HIGHWAY 261, 13.6 METERS SE
 DD2288'FROM A POWER LINE POLE NUMBER 66, AND  0.6 METERS NW FROM A METAL
 DD2288'WITNESS POST.
 DD2288'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON HIGHWAY 261
 DD2288'FOR 0.5 KM (0.3 MI) TO THE AZIMUTH ON THE LEFT AND SE OF POWER LINE
 DD2288'POLE NUMBER 66.
 DD2288
 DD2288                          STATION RECOVERY (1987)
 DD2288
 DD2288'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2288'4.9 KM (3.05 MI) ESE FROM HEMINGWAY.
 DD2288'5.25 KM (3.25 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2288'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2288'HEMINGWAY, SET ON THE SOUTHEAST SIDE OF A WIRE FENCE ACROSS THE
 DD2288'HIGHWAY FROM A SHINGLE-SIDED HOUSE AND A CONCRETE BLOCK HOUSE, 40.3
 DD2288'METERS (132.2 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 26.17
 DD2288'METERS (85.9 FT) SOUTH-SOUTHWEST OF POWER POLE 186J/5P15, 0.63 METER
 DD2288'(2.1 FT) SOUTHEAST OF THE FENCE.
 DD2288'THE MARK IS 0.38 METERS  NE FROM  A WITNESS POST
 DD2288'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DD2288
 DD2288                          STATION RECOVERY (2001)
 DD2288
 DD2288'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2288'MARK NOT FOUND.
 DD2288
 DD2288                          STATION RECOVERY (2002)
 DD2288
 DD2288'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2288'MARK NOT FOUND.
 DD2288
 DD2288                          STATION RECOVERY (2004)
 DD2288
 DD2288'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2288'MARK NOT FOUND.
 DD2288
 DD2288                          STATION RECOVERY (2006)
 DD2288
 DD2288'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2288'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD2288'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD2288'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2290 ***********************************************************************
 DD2290  DESIGNATION -  045 002 AZ MK
 DD2290  PID         -  DD2290
 DD2290  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2290  USGS QUAD   -  HENRY (1973)
 DD2290
 DD2290                         *CURRENT SURVEY CONTROL
 DD2290  ___________________________________________________________________
 DD2290* NAD 83(2001)-  33 44 27.42837(N)    079 23 30.60188(W)     ADJUSTED  
 DD2290* NAVD 88     -        16.163  (meters)      53.03   (feet)  ADJUSTED  
 DD2290  ___________________________________________________________________
 DD2290  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 DD2290  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DD2290  DYNAMIC HT  -          16.146 (meters)      52.97  (feet)  COMP
 DD2290  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 DD2290
 DD2290  HORZ ORDER  -  SECOND
 DD2290  VERT ORDER  -  FIRST     CLASS II
 DD2290
 DD2290.The horizontal coordinates were established by classical geodetic methods
 DD2290.and adjusted by the National Geodetic Survey in March 2004..
 DD2290
 DD2290.The orthometric height was determined by differential leveling
 DD2290.and adjusted by the National Geodetic Survey in June 1991..
 DD2290
 DD2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2290
 DD2290.The geoid height was determined by GEOID03.
 DD2290
 DD2290.The dynamic height is computed by dividing the NAVD 88
 DD2290.geopotential number by the normal gravity value computed on the
 DD2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2290.degrees latitude (g = 980.6199 gals.).
 DD2290
 DD2290.The modeled gravity was interpolated from observed gravity values.
 DD2290
 DD2290;                    North         East     Units Scale Factor Converg.
 DD2290;SPC SC       -   212,706.334   758,582.909   MT  0.99979443   +0 53 29.6
 DD2290;SPC SC       -   697,855.43  2,488,789.07   iFT  0.99979443   +0 53 29.6
 DD2290;UTM  17      - 3,734,595.271   648,967.499   MT  0.99987358   +0 53 36.2
 DD2290
 DD2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2290!SPC SC       -   1.00000271  x   0.99979443  =   0.99979714
 DD2290!UTM  17      -   1.00000271  x   0.99987358  =   0.99987629
 DD2290
 DD2290                          SUPERSEDED SURVEY CONTROL
 DD2290
 DD2290  NAD 83(1986)-  33 44 27.43720(N)    079 23 30.60526(W) AD(       ) 2
 DD2290  NAD 27      -  33 44 26.83851(N)    079 23 31.41005(W) AD(       ) 2
 DD2290  NGVD 29 (03/21/89)   16.469  (m)           54.03   (f) ADJUSTED    1 2
 DD2290
 DD2290.Superseded values are not recommended for survey control.
 DD2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2290.See file dsdata.txt to determine how the superseded data were derived.
 DD2290
 DD2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4896734595(NAD 83)
 DD2290_MARKER: DD = SURVEY DISK
 DD2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2290_SP_SET: CONCRETE POST
 DD2290_STAMPING: AZ MK 045 - 002 1981
 DD2290_MARK LOGO: SCGS  
 DD2290_PROJECTION: RECESSED 8 CENTIMETERS
 DD2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2290+STABILITY: SURFACE MOTION
 DD2290
 DD2290  HISTORY     - Date     Condition        Report By
 DD2290  HISTORY     - 1981     MONUMENTED       MJH
 DD2290  HISTORY     - 1987     GOOD             SCGS
 DD2290  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2290  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 DD2290  HISTORY     - 20040905 MARK NOT FOUND   USPSQD
 DD2290
 DD2290                          STATION DESCRIPTION
 DD2290
 DD2290'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2290'5.3 KM (3.3 MI) ESE FROM HEMINGWAY.
 DD2290'5.7 KM (3.55 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2290'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2290'HEMINGWAY, SET NEAR A POWER POLE, 0.1 KM (0.05 MI) NORTHWEST OF THE
 DD2290'JUNCTION OF STATE ROAD 286, 24.39 METERS (80.0 FT) NORTHWEST OF A
 DD2290'TELEPHONE JUNCTION BOX NUMBER 88, 11.45 METERS (37.6 FT) NORTHEAST OF
 DD2290'THE CENTER OF THE HIGHWAY, 13.53 METERS (44.4 FT) SOUTHEAST OF THE
 DD2290'POWER POLE NUMBER 6, 35.3 METERS (115.8 FT) WEST OF THE CENTER OF A
 DD2290'SAND ROAD.
 DD2290'THE MARK IS 0.25 METERS  WNW FROM  A WITNESS POST
 DD2290'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 DD2290
 DD2290                          STATION RECOVERY (2001)
 DD2290
 DD2290'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2290'MARK NOT FOUND.
 DD2290
 DD2290                          STATION RECOVERY (2002)
 DD2290
 DD2290'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2290'MARK NOT FOUND.
 DD2290
 DD2290                          STATION RECOVERY (2004)
 DD2290
 DD2290'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2289 ***********************************************************************
 DD2289  DESIGNATION -  045 002 RM 1
 DD2289  PID         -  DD2289
 DD2289  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2289  USGS QUAD   -  HENRY (1973)
 DD2289
 DD2289                         *CURRENT SURVEY CONTROL
 DD2289  ___________________________________________________________________
 DD2289* NAD 83(1986)-  33 44 37.     (N)    079 23 46.     (W)     SCALED    
 DD2289* NAVD 88     -        17.865  (meters)      58.61   (feet)  ADJUSTED  
 DD2289  ___________________________________________________________________
 DD2289  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DD2289  DYNAMIC HT  -          17.847 (meters)      58.55  (feet)  COMP
 DD2289  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 DD2289
 DD2289  VERT ORDER  -  FIRST     CLASS II
 DD2289
 DD2289.The horizontal coordinates were scaled from a topographic map and have
 DD2289.an estimated accuracy of +/- 6 seconds.
 DD2289
 DD2289.The orthometric height was determined by differential leveling
 DD2289.and adjusted by the National Geodetic Survey in June 1991..
 DD2289
 DD2289.The geoid height was determined by GEOID03.
 DD2289
 DD2289.The dynamic height is computed by dividing the NAVD 88
 DD2289.geopotential number by the normal gravity value computed on the
 DD2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2289.degrees latitude (g = 980.6199 gals.).
 DD2289
 DD2289.The modeled gravity was interpolated from observed gravity values.
 DD2289
 DD2289;                    North         East    Units  Estimated Accuracy
 DD2289;SPC SC       -   213,000.      758,180.      MT  (+/- 180 meters Scaled)
 DD2289
 DD2289                          SUPERSEDED SURVEY CONTROL
 DD2289
 DD2289  NGVD 29 (03/21/89)   18.172  (m)           59.62   (f) ADJUSTED    1 2
 DD2289
 DD2289.Superseded values are not recommended for survey control.
 DD2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2289.See file dsdata.txt to determine how the superseded data were derived.
 DD2289
 DD2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT485348(NAD 83)
 DD2289_MARKER: DD = SURVEY DISK
 DD2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2289_SP_SET: CONCRETE POST
 DD2289_STAMPING: RM 1 045-002 1981
 DD2289_MARK LOGO: SCGS  
 DD2289_PROJECTION: FLUSH
 DD2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2289+STABILITY: SURFACE MOTION
 DD2289
 DD2289  HISTORY     - Date     Condition        Report By
 DD2289  HISTORY     - 1981     MONUMENTED       SCGS
 DD2289  HISTORY     - 1987     GOOD             SCGS
 DD2289  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2289  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 DD2289  HISTORY     - 20040905 MARK NOT FOUND   USPSQD
 DD2289  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2289
 DD2289                          STATION DESCRIPTION
 DD2289
 DD2289'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2289'4.9 KM (3.05 MI) ESE FROM HEMINGWAY.
 DD2289'5.25 KM (3.25 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2289'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2289'HEMINGWAY, SET ON THE SOUTHEAST SIDE OF A WIRE FENCE ACROSS THE
 DD2289'HIGHWAY FROM A SHINGLE-SIDED HOUSE AND A CONCRETE BLOCK HOUSE, 29.76
 DD2289'METERS (97.6 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 16.85 METERS
 DD2289'(55.3 FT) SOUTH-SOUTHWEST OF A POWER POLE 186J/5P15, 10.53 METERS
 DD2289'(34.5 FT) NORTHEAST OF SURVEY MARK 045 002 SCGS, 0.9 METER (3.0 FT)
 DD2289'SOUTHEAST OF THE FENCE.
 DD2289'THE MARK IS 0.21 METERS  NNE FROM  A WITNESS POST
 DD2289'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DD2289
 DD2289                          STATION RECOVERY (2001)
 DD2289
 DD2289'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2289'MARK NOT FOUND.
 DD2289
 DD2289                          STATION RECOVERY (2002)
 DD2289
 DD2289'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2289'MARK NOT FOUND.
 DD2289
 DD2289                          STATION RECOVERY (2004)
 DD2289
 DD2289'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2289'MARK NOT FOUND.
 DD2289
 DD2289                          STATION RECOVERY (2006)
 DD2289
 DD2289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2289'SEARCHED 15 MINUTES, REFERENCE MEASUREMENTS LED TO CULTIVATED FIELD,
 DD2289'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2135 ***********************************************************************
 DD2135  DESIGNATION -  045 003
 DD2135  PID         -  DD2135
 DD2135  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2135  USGS QUAD   -  HENRY (1973)
 DD2135
 DD2135                         *CURRENT SURVEY CONTROL
 DD2135  ___________________________________________________________________
 DD2135* NAD 83(2001)-  33 43 03.93159(N)    079 26 58.59310(W)     ADJUSTED  
 DD2135* NAVD 88     -        14.827  (meters)      48.64   (feet)  ADJUSTED  
 DD2135  ___________________________________________________________________
 DD2135  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 DD2135  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DD2135  DYNAMIC HT  -          14.812 (meters)      48.60  (feet)  COMP
 DD2135  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 DD2135
 DD2135  HORZ ORDER  -  SECOND
 DD2135  VERT ORDER  -  FIRST     CLASS II
 DD2135
 DD2135.The horizontal coordinates were established by classical geodetic methods
 DD2135.and adjusted by the National Geodetic Survey in March 2004..
 DD2135
 DD2135.The orthometric height was determined by differential leveling
 DD2135.and adjusted by the National Geodetic Survey in June 1991..
 DD2135
 DD2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2135
 DD2135.The geoid height was determined by GEOID03.
 DD2135
 DD2135.The dynamic height is computed by dividing the NAVD 88
 DD2135.geopotential number by the normal gravity value computed on the
 DD2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2135.degrees latitude (g = 980.6199 gals.).
 DD2135
 DD2135.The modeled gravity was interpolated from observed gravity values.
 DD2135
 DD2135;                    North         East     Units Scale Factor Converg.
 DD2135;SPC SC       -   210,052.790   753,269.508   MT  0.99979401   +0 51 34.3
 DD2135;SPC SC       -   689,149.57  2,471,356.65   iFT  0.99979401   +0 51 34.3
 DD2135;UTM  17      - 3,731,941.401   643,653.799   MT  0.99985441   +0 51 38.8
 DD2135
 DD2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2135!SPC SC       -   1.00000290  x   0.99979401  =   0.99979691
 DD2135!UTM  17      -   1.00000290  x   0.99985441  =   0.99985731
 DD2135
 DD2135:                Primary Azimuth Mark                     Grid Az
 DD2135:SPC SC       -  045 003 AZ MK                            003 32 32.4
 DD2135:UTM  17      -  045 003 AZ MK                            003 32 27.9
 DD2135
 DD2135|---------------------------------------------------------------------|
 DD2135| PID    Reference Object                     Distance      Geod. Az  |
 DD2135|                                                           dddmmss.s |
 DD2135| DD2134 045 003 AZ MK                       APPROX. 0.7 KM 0042406.7 |
 DD2135| DD2136 045 003 RM 1                          9.910 METERS 35854     |
 DD2135|---------------------------------------------------------------------|
 DD2135
 DD2135                          SUPERSEDED SURVEY CONTROL
 DD2135
 DD2135  NAD 83(1986)-  33 43 03.94048(N)    079 26 58.59648(W) AD(       ) 2
 DD2135  NAD 27      -  33 43 03.33976(N)    079 26 59.39031(W) AD(       ) 2
 DD2135  NGVD 29 (03/21/89)   15.134  (m)           49.65   (f) ADJUSTED    1 2
 DD2135
 DD2135.Superseded values are not recommended for survey control.
 DD2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2135.See file dsdata.txt to determine how the superseded data were derived.
 DD2135
 DD2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4365431941(NAD 83)
 DD2135_MARKER: DD = SURVEY DISK
 DD2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2135_SP_SET: CONCRETE POST
 DD2135_STAMPING: HORZ 045 003 1981
 DD2135_MARK LOGO: SCGS  
 DD2135_PROJECTION: RECESSED 1 CENTIMETERS
 DD2135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2135+STABILITY: SURFACE MOTION
 DD2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2135+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2001
 DD2135
 DD2135  HISTORY     - Date     Condition        Report By
 DD2135  HISTORY     - 1982     MONUMENTED       SCGS
 DD2135  HISTORY     - 1987     GOOD             SCGS
 DD2135  HISTORY     - 20011201 GOOD             USPSQD
 DD2135  HISTORY     - 20021201 GOOD             USPSQD
 DD2135
 DD2135                          STATION DESCRIPTION
 DD2135
 DD2135'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2135'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST OF STUCKEY, ABOUT
 DD2135'4.0 KM (2.5 MI) SOUTH OF HEMINGWAY, IS ON THE RIGHT-OF-WAY OF STATE
 DD2135'HIGHWAY 41 AND 51.  FOR INFORMATION CONTACT--  GEORGE WEATHERS,
 DD2135'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE
 DD2135'(803) 758-3414.
 DD2135'
 DD2135'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 261 AND 41 AND 51
 DD2135'IN HEMINGWAY, S.C. GO SOUTH ON HIGHWAY 41 AND 51 FOR 2.6 MILES TO
 DD2135'THE STATION ON THE RIGHT APPROXIMATELY 162 FEET SOUTH OF HIGHWAY
 DD2135'S-45-160.
 DD2135'
 DD2135'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2135'---045 003 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD2135'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.9 METERS W FROM
 DD2135'FROM APPROXIMATE CENTER OF HIGHWAY 41 AND 51,  9.1 METERS SE FROM A
 DD2135'METAL WITNESS POST, 40.0 METERS N FROM APPROXIMATE CENTER OF A
 DD2135'FIELD ENTRANCE ROAD, AND 49.5 METERS S FROM APPROXIMATE CENTER
 DD2135'OF HIGHWAY S-45-160.
 DD2135'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2135'DISK STAMPED---045 003 1981---SET INTO AN IRREGULAR MASS OF
 DD2135'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD2135'
 DD2135'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2135'DISK STAMPED---RM 1 045 003 1981---SET INTO THE TOP OF A ROUND
 DD2135'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2135'10.4 METERS W FROM APPROXIMATE CENTER OF HIGHWAY 41 AND 51, 39.6
 DD2135'METERS S FROM APPROXIMATE CENTER OF HIGHWAY S-45-160,  1.2
 DD2135'METERS E FROM A METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD2135'
 DD2135'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2135'STAMPED---AZ MK 045 003 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2135'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.3
 DD2135'METERS W FROM APPROXIMATE CENTER OF HIGHWAY 41 AND 51,  2.6
 DD2135'METERS NNW FROM A METAL WITNESS POST AND POWER LINE POLE, AND 30.3
 DD2135'METERS N FROM APPROXIMATE CENTER OF A DIRT ACCESS ROAD.
 DD2135'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 41
 DD2135'AND 51 FOR 0.45 MILE TO POWER LINE POLE WITH TRANSFORMER NUMBER 16 24
 DD2135'AA AND STATION ON THE RIGHT.
 DD2135
 DD2135                          STATION RECOVERY (1987)
 DD2135
 DD2135'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2135'3.9 KM (2.4 MI) SOUTH FROM HEMINGWAY.
 DD2135'3.95 KM (2.45 MI) SOUTH ALONG STATE HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2135'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2135'HEMINGWAY, SET BETWEEN THE HIGHWAY AND A DITCH IN THE SOUTHWEST ANGLE
 DD2135'OF STATE ROAD 160, 9.9 METERS (32.5 FT) WEST OF THE CENTER OF THE
 DD2135'HIGHWAY, 49.95 METERS (163.9 FT) SOUTH OF THE CENTER OF THE ROAD, 9.9
 DD2135'METERS (32.5 FT) SOUTH OF SURVEY MARK 045 003 RM 1 SCGS, 38.17 METERS
 DD2135'(125.2 FT) SOUTH OF A POWER POLE WITH TWO GUY WIRES, 36.35 METERS
 DD2135'(119.3FT) NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE PIPE CULVERT
 DD2135'BENEATH A FIELD ENTRANCE ROAD, 41.9 METERS (137.5 FT) SOUTHWEST OF A
 DD2135'POWER POLE NUMBER 15 WITH THREE GUY WIRES.
 DD2135'THE MARK IS 1.22 METERS  E FROM  A WITNESS POST
 DD2135'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DD2135
 DD2135                          STATION RECOVERY (2001)
 DD2135
 DD2135'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2135'RECOVERED IN GOOD CONDITION.
 DD2135
 DD2135                          STATION RECOVERY (2002)
 DD2135
 DD2135'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2134 ***********************************************************************
 DD2134  DESIGNATION -  045 003 AZ MK
 DD2134  PID         -  DD2134
 DD2134  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2134  USGS QUAD   -  HENRY (1973)
 DD2134
 DD2134                         *CURRENT SURVEY CONTROL
 DD2134  ___________________________________________________________________
 DD2134* NAD 83(2001)-  33 43 25.94070(N)    079 26 56.56554(W)     ADJUSTED  
 DD2134* NAVD 88     -        15.584  (meters)      51.13   (feet)  ADJUSTED  
 DD2134  ___________________________________________________________________
 DD2134  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 DD2134  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DD2134  DYNAMIC HT  -          15.569 (meters)      51.08  (feet)  COMP
 DD2134  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 DD2134
 DD2134  HORZ ORDER  -  SECOND
 DD2134  VERT ORDER  -  FIRST     CLASS II
 DD2134
 DD2134.The horizontal coordinates were established by classical geodetic methods
 DD2134.and adjusted by the National Geodetic Survey in March 2004..
 DD2134
 DD2134.The orthometric height was determined by differential leveling
 DD2134.and adjusted by the National Geodetic Survey in June 1991..
 DD2134
 DD2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2134
 DD2134.The geoid height was determined by GEOID03.
 DD2134
 DD2134.The dynamic height is computed by dividing the NAVD 88
 DD2134.geopotential number by the normal gravity value computed on the
 DD2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2134.degrees latitude (g = 980.6199 gals.).
 DD2134
 DD2134.The modeled gravity was interpolated from observed gravity values.
 DD2134
 DD2134;                    North         East     Units Scale Factor Converg.
 DD2134;SPC SC       -   210,731.467   753,311.521   MT  0.99979411   +0 51 35.5
 DD2134;SPC SC       -   691,376.20  2,471,494.49   iFT  0.99979411   +0 51 35.5
 DD2134;UTM  17      - 3,732,620.119   643,695.799   MT  0.99985456   +0 51 40.4
 DD2134
 DD2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2134!SPC SC       -   1.00000278  x   0.99979411  =   0.99979689
 DD2134!UTM  17      -   1.00000278  x   0.99985456  =   0.99985734
 DD2134
 DD2134                          SUPERSEDED SURVEY CONTROL
 DD2134
 DD2134  NAD 83(1986)-  33 43 25.94959(N)    079 26 56.56894(W) AD(       ) 2
 DD2134  NAD 27      -  33 43 25.34941(N)    079 26 57.36283(W) AD(       ) 2
 DD2134  NGVD 29 (03/21/89)   15.891  (m)           52.14   (f) ADJUSTED    1 2
 DD2134
 DD2134.Superseded values are not recommended for survey control.
 DD2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2134.See file dsdata.txt to determine how the superseded data were derived.
 DD2134
 DD2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4369632620(NAD 83)
 DD2134_MARKER: DD = SURVEY DISK
 DD2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2134_SP_SET: CONCRETE POST
 DD2134_STAMPING: AZ MK 045 - 003 1981
 DD2134_MARK LOGO: SCGS  
 DD2134_PROJECTION: RECESSED 2 CENTIMETERS
 DD2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2134+STABILITY: SURFACE MOTION
 DD2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2134+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2001
 DD2134
 DD2134  HISTORY     - Date     Condition        Report By
 DD2134  HISTORY     - 1981     MONUMENTED       MJH
 DD2134  HISTORY     - 1987     GOOD             SCGS
 DD2134  HISTORY     - 20011201 GOOD             USPSQD
 DD2134  HISTORY     - 20021201 GOOD             USPSQD
 DD2134
 DD2134                          STATION DESCRIPTION
 DD2134
 DD2134'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2134'3.3 KM (2.05 MI) SOUTH FROM HEMINGWAY.
 DD2134'3.3 KM (2.05 MI) SOUTH ALONG STATE HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2134'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2134'HEMINGWAY, SET NEAR A POWER POLE WITH A TRANSFORMER IN FRONT OF A
 DD2134'DOUBLE-WIDE MOBILE HOME, 0.3 KM (0.2 MI) SOUTH OF THE JUNCTION OF
 DD2134'STATE ROAD 362, 1.55 METERS (5.1 FT) EAST OF THE CURB OF THE HIGHWAY,
 DD2134'2.65 METERS (8.7 FT) NORTH OF THE POWER POLE, 37.0 METERS (121.4 FT)
 DD2134'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE MOBILE HOME, 29.95
 DD2134'METERS (98.3 FT) NORTH OF THE CENTER OF A DRIVEWAY TO THE HOME, 27.8
 DD2134'METERS (91.2 FT) NORTHWEST OF A 7-INCH LIVE OAK TREE.
 DD2134'THE MARK IS 2.64 METERS  N FROM  A WITNESS POST
 DD2134'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DD2134
 DD2134                          STATION RECOVERY (2001)
 DD2134
 DD2134'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2134'RECOVERED IN GOOD CONDITION.
 DD2134
 DD2134                          STATION RECOVERY (2002)
 DD2134
 DD2134'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2136 ***********************************************************************
 DD2136  DESIGNATION -  045 003 RM 1
 DD2136  PID         -  DD2136
 DD2136  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2136  USGS QUAD   -  HENRY (1973)
 DD2136
 DD2136                         *CURRENT SURVEY CONTROL
 DD2136  ___________________________________________________________________
 DD2136* NAD 83(1986)-  33 43 04.     (N)    079 26 58.     (W)     SCALED    
 DD2136* NAVD 88     -        14.753  (meters)      48.40   (feet)  ADJUSTED  
 DD2136  ___________________________________________________________________
 DD2136  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DD2136  DYNAMIC HT  -          14.738 (meters)      48.35  (feet)  COMP
 DD2136  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 DD2136
 DD2136  VERT ORDER  -  FIRST     CLASS II
 DD2136
 DD2136.The horizontal coordinates were scaled from a topographic map and have
 DD2136.an estimated accuracy of +/- 6 seconds.
 DD2136
 DD2136.The orthometric height was determined by differential leveling
 DD2136.and adjusted by the National Geodetic Survey in June 1991..
 DD2136
 DD2136.The geoid height was determined by GEOID03.
 DD2136
 DD2136.The dynamic height is computed by dividing the NAVD 88
 DD2136.geopotential number by the normal gravity value computed on the
 DD2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2136.degrees latitude (g = 980.6199 gals.).
 DD2136
 DD2136.The modeled gravity was interpolated from observed gravity values.
 DD2136
 DD2136;                    North         East    Units  Estimated Accuracy
 DD2136;SPC SC       -   210,060.      753,290.      MT  (+/- 180 meters Scaled)
 DD2136
 DD2136                          SUPERSEDED SURVEY CONTROL
 DD2136
 DD2136  NGVD 29 (03/21/89)   15.060  (m)           49.41   (f) ADJUSTED    1 2
 DD2136
 DD2136.Superseded values are not recommended for survey control.
 DD2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2136.See file dsdata.txt to determine how the superseded data were derived.
 DD2136
 DD2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT436319(NAD 83)
 DD2136_MARKER: DD = SURVEY DISK
 DD2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2136_SP_SET: CONCRETE POST
 DD2136_STAMPING: RM 1 045 - 003 1981
 DD2136_MARK LOGO: SCGS  
 DD2136_PROJECTION: RECESSED 2 CENTIMETERS
 DD2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2136+STABILITY: SURFACE MOTION
 DD2136
 DD2136  HISTORY     - Date     Condition        Report By
 DD2136  HISTORY     - 1981     MONUMENTED       SCGS
 DD2136  HISTORY     - 1987     GOOD             SCGS
 DD2136  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2136
 DD2136                          STATION DESCRIPTION
 DD2136
 DD2136'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2136'3.9 KM (2.4 MI) SOUTH FROM HEMINGWAY.
 DD2136'3.95 KM (2.45 MI) SOUTH ALONG STATE HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2136'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2136'HEMINGWAY, SET BETWEEN THE HIGHWAY AND A DITCH IN THE SOUTHWEST ANGLE
 DD2136'OF STATE ROAD 160, 10.6 METERS (34.8 FT) WEST OF THE CENTER OF THE
 DD2136'HIGHWAY, 28.25 METERS (92.7 FT) SOUTH OF A POWER POLE WITH TWO GUY
 DD2136'WIRES, 1.5 METERS (4.9 FT) EAST OF THE EDGE OF THE DITCH, 46.15
 DD2136'METERS (151.4 FT) NORTH OF THE NORTH END OF A 12-INCH CONCRETE PIPE
 DD2136'CULVERT BENEATH A FIELD ENTRANCE ROAD, 34.3 METERS (112.5 FT)
 DD2136'SOUTHWEST OF A POWER POLE NUMBER 15 WITH THREE GUY WIRES, 40.0 METERS
 DD2136'(131.2 FT) SOUTH OF THE CENTER OF THE ROAD.
 DD2136'THE MARK IS 0.25 METERS  E FROM  A WITNESS POST
 DD2136'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 DD2136
 DD2136                          STATION RECOVERY (2001)
 DD2136
 DD2136'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2186 ***********************************************************************
 DD2186  DESIGNATION -  045 004
 DD2186  PID         -  DD2186
 DD2186  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2186  USGS QUAD   -  HENRY (1973)
 DD2186
 DD2186                         *CURRENT SURVEY CONTROL
 DD2186  ___________________________________________________________________
 DD2186* NAD 83(2001)-  33 41 02.60587(N)    079 26 41.77036(W)     ADJUSTED  
 DD2186* NAVD 88     -        16.254  (meters)      53.33   (feet)  ADJUSTED  
 DD2186  ___________________________________________________________________
 DD2186  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 DD2186  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DD2186  DYNAMIC HT  -          16.238 (meters)      53.27  (feet)  COMP
 DD2186  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 DD2186
 DD2186  HORZ ORDER  -  SECOND
 DD2186  VERT ORDER  -  FIRST     CLASS II
 DD2186
 DD2186.The horizontal coordinates were established by classical geodetic methods
 DD2186.and adjusted by the National Geodetic Survey in March 2004..
 DD2186
 DD2186.The orthometric height was determined by differential leveling
 DD2186.and adjusted by the National Geodetic Survey in June 1991..
 DD2186
 DD2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2186
 DD2186.The geoid height was determined by GEOID03.
 DD2186
 DD2186.The dynamic height is computed by dividing the NAVD 88
 DD2186.geopotential number by the normal gravity value computed on the
 DD2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2186.degrees latitude (g = 980.6199 gals.).
 DD2186
 DD2186.The modeled gravity was interpolated from observed gravity values.
 DD2186
 DD2186;                    North         East     Units Scale Factor Converg.
 DD2186;SPC SC       -   206,322.411   753,758.738   MT  0.99979369   +0 51 43.7
 DD2186;SPC SC       -   676,910.80  2,472,961.74   iFT  0.99979369   +0 51 43.7
 DD2186;UTM  17      - 3,728,210.799   644,143.115   MT  0.99985615   +0 51 45.4
 DD2186
 DD2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2186!SPC SC       -   1.00000269  x   0.99979369  =   0.99979638
 DD2186!UTM  17      -   1.00000269  x   0.99985615  =   0.99985884
 DD2186
 DD2186|---------------------------------------------------------------------|
 DD2186| PID    Reference Object                     Distance      Geod. Az  |
 DD2186|                                                           dddmmss.s |
 DD2186| DD2187 045 004 RM 1                          7.920 METERS 16744     |
 DD2186| DD2188 045 004 AZ MK                       APPROX. 0.8 KM 3544050.6 |
 DD2186|---------------------------------------------------------------------|
 DD2186
 DD2186                          SUPERSEDED SURVEY CONTROL
 DD2186
 DD2186  NAD 83(1986)-  33 41 02.61460(N)    079 26 41.77379(W) AD(       ) 2
 DD2186  NAD 27      -  33 41 02.01843(N)    079 26 42.56791(W) AD(       ) 2
 DD2186  NGVD 29 (03/21/89)   16.561  (m)           54.33   (f) ADJUSTED    1 2
 DD2186
 DD2186.Superseded values are not recommended for survey control.
 DD2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2186.See file dsdata.txt to determine how the superseded data were derived.
 DD2186
 DD2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4414328211(NAD 83)
 DD2186_MARKER: DD = SURVEY DISK
 DD2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2186_SP_SET: CONCRETE POST
 DD2186_STAMPING: HORZ 045 - 004 1981
 DD2186_MARK LOGO: SCGS  
 DD2186_PROJECTION: FLUSH
 DD2186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2186+STABILITY: SURFACE MOTION
 DD2186
 DD2186  HISTORY     - Date     Condition        Report By
 DD2186  HISTORY     - 1982     MONUMENTED       SCGS
 DD2186  HISTORY     - 1987     GOOD             SCGS
 DD2186  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2186  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 DD2186
 DD2186                          STATION DESCRIPTION
 DD2186
 DD2186'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2186'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH OF HEMINGWAY,
 DD2186'ABOUT 8.8 (5.5 MI) EAST-SOUTHEAST OF STUCKEY.  IS ON THE RIGHT-OF-WAY
 DD2186'OF STATE HIGHWAY 41 NND 51.  FOR INFORMATION CONTACT--  GEORGE
 DD2186'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD2186'29202, PHONE (803) 758-3414.
 DD2186'
 DD2186'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 261 AND 41 AND 51
 DD2186'IN HEMINGWAY, S.C. GO SOUTH ON HIGHWAY 41 AND 51 FOR 6.4 KM (4.0 MI)
 DD2186'TO STATION ON THE RIGHT ESE OF POWER LINE POLE NUMBER 18 54 A WITH
 DD2186'TRANSFORMER.
 DD2186'
 DD2186'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2186'---045 004 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD2186'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.3 METERS W FROM
 DD2186'FROM APPROXIMATE CENTER OF HIGHWAY 41 AND 51,  2.0 METERS ESE FROM A
 DD2186'POWER LINE POLE NUMBER 18 54 AA,  1.4 METERS ESE FROM A METAL WITNESS
 DD2186'POST, AND 11.2 METERS S FROM APPROXIMATE CENTER OF DRIVEWAY.
 DD2186'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2186'DISK STAMPED---045 004 1981---SET INTO AN IRREGULAR MASS OF
 DD2186'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2186'
 DD2186'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2186'DISK STAMPED---RM 1 045 004 1981---SET INTO THE TOP OF A ROUND
 DD2186'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2186'10.7 METERS W FROM APPROXIMATE CENTER OF HIGHWAY 41 AND 51,  3.1
 DD2186'METERS SE FROM A TELEPHONE CABLE BOX NUMBER P118,  8.4 METERS SE FROM
 DD2186'A METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD2186'
 DD2186'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2186'STAMPED---AZ MK 045 004 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2186'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 16.3
 DD2186'METERS E FROM APPROXIMATE CENTER OF HIGHWAY 41 AND 51,  3.7
 DD2186'METERS S FROM A POWER LINE POLE WITH TRANSFORMER, AND  0.5 METERS SW
 DD2186'FROM A METAL WITNESS POST.
 DD2186'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 41
 DD2186'AND 51 FOR 0.55 MILE AND STATION ON THE RIGHT SOUTH OF A POWER LINE
 DD2186'POLE WITH A TRANSFORMER.
 DD2186
 DD2186                          STATION RECOVERY (1987)
 DD2186
 DD2186'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2186'7.6 KM (4.7 MI) SOUTH FROM HEMINGWAY.
 DD2186'7.65 KM (4.75 MI) SOUTH ALONG STATE HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2186'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2186'HEMINGWAY, SET NEAR POWER POLE 15/1854A WITH FOUR GUY WIRES, 11.28
 DD2186'METERS (37.0 FT) WEST OF THE CENTER OF THE HIGHWAY, 1.95 METERS (6.4
 DD2186'FT) EAST-SOUTHEAST OF THE POWER POLE, 10.8 METERS (35.4 FT) SOUTH OF
 DD2186'THE CENTER OF THE DRIVEWAY TO AN ALUMINUM-SIDED HOUSE WITH A BRICK
 DD2186'FOUNDATION, 5.6 METERS (18.4 FT) NORTH-NORTHEAST OF A TELEPHONE
 DD2186'JUNCTION BOX P118, 9.2 METERS (30.2 FT) SOUTH-SOUTHWEST OF THE SOUTH
 DD2186'END OF A CONCRET PIPE CULVERT UNDER THE DRIVEWAY.
 DD2186'THE MARK IS 1.58 METERS  WSW FROM  A WITNESS POST
 DD2186'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2186
 DD2186                          STATION RECOVERY (2001)
 DD2186
 DD2186'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2186'MARK NOT FOUND.
 DD2186
 DD2186                          STATION RECOVERY (2002)
 DD2186
 DD2186'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2188 ***********************************************************************
 DD2188  DESIGNATION -  045 004 AZ MK
 DD2188  PID         -  DD2188
 DD2188  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2188  USGS QUAD   -  HENRY (1973)
 DD2188
 DD2188                         *CURRENT SURVEY CONTROL
 DD2188  ___________________________________________________________________
 DD2188* NAD 83(2001)-  33 41 29.52953(N)    079 26 44.76918(W)     ADJUSTED  
 DD2188* NAVD 88     -        15.475  (meters)      50.77   (feet)  ADJUSTED  
 DD2188  ___________________________________________________________________
 DD2188  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 DD2188  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DD2188  DYNAMIC HT  -          15.460 (meters)      50.72  (feet)  COMP
 DD2188  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 DD2188
 DD2188  HORZ ORDER  -  SECOND
 DD2188  VERT ORDER  -  FIRST     CLASS II
 DD2188
 DD2188.The horizontal coordinates were established by classical geodetic methods
 DD2188.and adjusted by the National Geodetic Survey in March 2004..
 DD2188
 DD2188.The orthometric height was determined by differential leveling
 DD2188.and adjusted by the National Geodetic Survey in June 1991..
 DD2188
 DD2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2188
 DD2188.The geoid height was determined by GEOID03.
 DD2188
 DD2188.The dynamic height is computed by dividing the NAVD 88
 DD2188.geopotential number by the normal gravity value computed on the
 DD2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2188.degrees latitude (g = 980.6199 gals.).
 DD2188
 DD2188.The modeled gravity was interpolated from observed gravity values.
 DD2188
 DD2188;                    North         East     Units Scale Factor Converg.
 DD2188;SPC SC       -   207,150.508   753,669.050   MT  0.99979373   +0 51 42.0
 DD2188;SPC SC       -   679,627.65  2,472,667.49   iFT  0.99979373   +0 51 42.0
 DD2188;UTM  17      - 3,729,038.947   644,053.413   MT  0.99985583   +0 51 44.3
 DD2188
 DD2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2188!SPC SC       -   1.00000281  x   0.99979373  =   0.99979654
 DD2188!UTM  17      -   1.00000281  x   0.99985583  =   0.99985864
 DD2188
 DD2188                          SUPERSEDED SURVEY CONTROL
 DD2188
 DD2188  NAD 83(1986)-  33 41 29.53826(N)    079 26 44.77262(W) AD(       ) 2
 DD2188  NAD 27      -  33 41 28.94275(N)    079 26 45.56659(W) AD(       ) 2
 DD2188  NGVD 29 (03/21/89)   15.782  (m)           51.78   (f) ADJUSTED    1 2
 DD2188
 DD2188.Superseded values are not recommended for survey control.
 DD2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2188.See file dsdata.txt to determine how the superseded data were derived.
 DD2188
 DD2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4405329039(NAD 83)
 DD2188_MARKER: DD = SURVEY DISK
 DD2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2188_SP_SET: CONCRETE POST
 DD2188_STAMPING: AZ MK 045 004 1981
 DD2188_MARK LOGO: SCGS  
 DD2188_PROJECTION: RECESSED 4 CENTIMETERS
 DD2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2188+STABILITY: SURFACE MOTION
 DD2188
 DD2188  HISTORY     - Date     Condition        Report By
 DD2188  HISTORY     - 1981     MONUMENTED       MJH
 DD2188  HISTORY     - 1987     GOOD             SCGS
 DD2188  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2188  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 DD2188
 DD2188                          STATION DESCRIPTION
 DD2188
 DD2188'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2188'6.8 KM (4.25 MI) SOUTH FROM HEMINGWAY.
 DD2188'6.85 KM (4.25 MI) SOUTH ALONG STATE HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2188'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2188'HEMINGWAY, SET NEAR A POWER POLE WITH A TRANSFORMER AND A GUY WIRE,
 DD2188'16.25 METERS (53.3 FT) EAST OF THE CENTER OF THE HIGHWAY, 3.82 METERS
 DD2188'(12.5 FT) SOUTH OF THE POWER POLE, 4.88 METERS (16.0 FT) SOUTHWEST OF
 DD2188'THE GUY WIRE ANCHOR, 8.24 METERS (27.0 FT) NORTHWEST OF A BLAZED
 DD2188'23-INCH PINE TREE, 125.0 METERS (410.0 FT) SOUTH OF THE CENTER OF A
 DD2188'SAND ROAD (WITH A METAL GATE) LEADING EAST.
 DD2188'THE MARK IS 3.85 METERS  S FROM  A WITNESS POST
 DD2188'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2188
 DD2188                          STATION RECOVERY (2001)
 DD2188
 DD2188'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2188'MARK NOT FOUND.
 DD2188
 DD2188                          STATION RECOVERY (2002)
 DD2188
 DD2188'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2187 ***********************************************************************
 DD2187  DESIGNATION -  045 004 RM 1
 DD2187  PID         -  DD2187
 DD2187  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2187  USGS QUAD   -  HENRY (1973)
 DD2187
 DD2187                         *CURRENT SURVEY CONTROL
 DD2187  ___________________________________________________________________
 DD2187* NAD 83(1986)-  33 41 03.     (N)    079 26 42.     (W)     SCALED    
 DD2187* NAVD 88     -        16.194  (meters)      53.13   (feet)  ADJUSTED  
 DD2187  ___________________________________________________________________
 DD2187  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DD2187  DYNAMIC HT  -          16.178 (meters)      53.08  (feet)  COMP
 DD2187  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 DD2187
 DD2187  VERT ORDER  -  FIRST     CLASS II
 DD2187
 DD2187.The horizontal coordinates were scaled from a topographic map and have
 DD2187.an estimated accuracy of +/- 6 seconds.
 DD2187
 DD2187.The orthometric height was determined by differential leveling
 DD2187.and adjusted by the National Geodetic Survey in June 1991..
 DD2187
 DD2187.The geoid height was determined by GEOID03.
 DD2187
 DD2187.The dynamic height is computed by dividing the NAVD 88
 DD2187.geopotential number by the normal gravity value computed on the
 DD2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2187.degrees latitude (g = 980.6199 gals.).
 DD2187
 DD2187.The modeled gravity was interpolated from observed gravity values.
 DD2187
 DD2187;                    North         East    Units  Estimated Accuracy
 DD2187;SPC SC       -   206,330.      753,750.      MT  (+/- 180 meters Scaled)
 DD2187
 DD2187                          SUPERSEDED SURVEY CONTROL
 DD2187
 DD2187  NGVD 29 (03/21/89)   16.500  (m)           54.13   (f) ADJUSTED    1 2
 DD2187
 DD2187.Superseded values are not recommended for survey control.
 DD2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2187.See file dsdata.txt to determine how the superseded data were derived.
 DD2187
 DD2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT441282(NAD 83)
 DD2187_MARKER: DD = SURVEY DISK
 DD2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2187_SP_SET: CONCRETE POST
 DD2187_STAMPING: RM 1 045 004 1981
 DD2187_MARK LOGO: SCGS  
 DD2187_PROJECTION: FLUSH
 DD2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2187+STABILITY: SURFACE MOTION
 DD2187
 DD2187  HISTORY     - Date     Condition        Report By
 DD2187  HISTORY     - 1981     MONUMENTED       SCGS
 DD2187  HISTORY     - 1987     GOOD             SCGS
 DD2187
 DD2187                          STATION DESCRIPTION
 DD2187
 DD2187'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2187'7.6 KM (4.75 MI) SOUTH FROM HEMINGWAY.
 DD2187'7.65 KM (4.75 MI) SOUTH ALONG STATE HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2187'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2187'HEMINGWAY, SET NEAR POWER POLE 15/1854A WITH FOUR GUY WIRES, 10.6
 DD2187'METERS (34.8 FT) WEST OF THE CENTER OF THE HIGHWAY, 8.8 METERS (28.9
 DD2187'FT) SOUTH-SOUTHEAST OF THE POWER POLE, 3.1 METERS (10.2 FT) SOUTHEAST
 DD2187'OF TELEPHONE JUNCTION BOX P118, 18.7 METERS (61.4 FT) SOUTH OF THE
 DD2187'CENTER OF A DRIVEWAY TO AN ALUMINUM-SIDED HOUSE WITH A BRICK
 DD2187'FOUNDATION, 7.92 METERS (26.0 FT) SOUTH OF SURVEY MARK 045 004 SCGS.
 DD2187'THE MARK IS 8.52 METERS  S FROM  A WITNESS POST
 DD2187'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3277 ***********************************************************************
 DD3277  DESIGNATION -  045 005
 DD3277  PID         -  DD3277
 DD3277  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3277  USGS QUAD   -  LAKE CITY EAST (1990)
 DD3277
 DD3277                         *CURRENT SURVEY CONTROL
 DD3277  ___________________________________________________________________
 DD3277* NAD 83(2001)-  33 48 37.64616(N)    079 40 25.29656(W)     ADJUSTED  
 DD3277* NAVD 88     -        19.2    (meters)      63.     (feet)  VERTCON   
 DD3277  ___________________________________________________________________
 DD3277  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 DD3277  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DD3277
 DD3277  HORZ ORDER  -  SECOND
 DD3277
 DD3277.The horizontal coordinates were established by classical geodetic methods
 DD3277.and adjusted by the National Geodetic Survey in March 2004..
 DD3277
 DD3277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3277
 DD3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3277
 DD3277.The geoid height was determined by GEOID03.
 DD3277
 DD3277;                    North         East     Units Scale Factor Converg.
 DD3277;SPC SC       -   220,042.779   732,373.683   MT  0.99979668   +0 44 07.1
 DD3277;SPC SC       -   721,925.13  2,402,800.80   iFT  0.99979668   +0 44 07.1
 DD3277;UTM  17      - 3,741,930.873   622,757.110   MT  0.99978577   +0 44 17.2
 DD3277
 DD3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3277!SPC SC       -   1.00000212  x   0.99979668  =   0.99979880
 DD3277!UTM  17      -   1.00000212  x   0.99978577  =   0.99978789
 DD3277
 DD3277|---------------------------------------------------------------------|
 DD3277| PID    Reference Object                     Distance      Geod. Az  |
 DD3277|                                                           dddmmss.s |
 DD3277| DD3276 045 005 AZ MK                       390.598 METERS 11450     |
 DD3277| DD3726 045 005 RM 1                         10.162 METERS 30335     |
 DD3277|---------------------------------------------------------------------|
 DD3277
 DD3277                          SUPERSEDED SURVEY CONTROL
 DD3277
 DD3277  NAD 83(1986)-  33 48 37.65479(N)    079 40 25.30014(W) AD(       ) 2
 DD3277  NAD 27      -  33 48 37.06402(N)    079 40 26.06669(W) AD(       ) 2
 DD3277  NGVD 29 (07/19/86)   19.5    (m)           64.     (f) VERT ANG       
 DD3277
 DD3277.Superseded values are not recommended for survey control.
 DD3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3277.See file dsdata.txt to determine how the superseded data were derived.
 DD3277
 DD3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2275741931(NAD 83)
 DD3277_MARKER: DD = SURVEY DISK
 DD3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3277_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3277
 DD3277  HISTORY     - Date     Condition        Report By
 DD3277  HISTORY     - 1981     MONUMENTED       SCGS
 DD3277
 DD3277                          STATION DESCRIPTION
 DD3277
 DD3277'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3277'THE STATION IS LOCATED 11.3 KM (11 MI) SOUTHEAST OF LAKE CITY, ABOUT
 DD3277'10.5 KM EAST OF CADES, MARKS IS ON HIGHWAY RIGHT-OF-WAY ABOUT 2.5 KM
 DD3277'(1.6 MI) EAST OF COUNTY LINE.  FOR INFORMATION CONTACT--  MR. GEORGE
 DD3277'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD3277'29202 TELEPHONE (803) 758-3414.
 DD3277'
 DD3277'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3277'52, 378, AND STATE HIGHWAY 341 IN LAKE CTTY, GO EAST ON U.S. HIGHWAY
 DD3277'378 AND STATE HIGHWAY 341 FOR 0.9 KM (0.55 MI) TO CROSS STREET,
 DD3277'CONTINUE EAST ON STATE HIGHWAY 341 FOR 7.2 KM (4.5 MI) TO FORK, BEAR
 DD3277'RIGHT, GO SOUTHEAST ON HIGHWAY S-21-67 FOR 3.2 KM (2.0 KI) TO BRIDGE
 DD3277'AT COUNTY LINE, CONTINUE AHEAD ON S-21-67 FOR 2.5 KM (1.55 MI) TO
 DD3277'STATION ON RIGHT.
 DD3277'
 DD3277'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3277'---045 005 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3277'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.3 METERS SW FROM
 DD3277'FROM APPROXIMATE CENTER OF HIGHWAY S-45-52,  3.4 METERS NE FROM
 DD3277'APPROXIMATE CENTER OF FIELD ROAD, 24.1 METERS NW FROM A POWER LINE
 DD3277'POLE, AND  1.3 METERS SE FROM A METAL WITNESS POST.
 DD3277'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3277'DISK STAMPED---045 005 1981---SET INTO AN IRREGULAR MASS OF
 DD3277'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3277'
 DD3277'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3277'DISK STAMPED---RM 1 045 005 1981---SET INTO THE TOP OF A ROUND
 DD3277'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3277'7.6 METERS SW FROM APPROXIMATE CENTER OF HIGHWAY S-45-52,  3.4
 DD3277'METERS NE FROM APPROXIMATE CENTER OF A FIELD ROAD, 34.1 METERS
 DD3277'WNW FROM A POWER LINE POLE,  8.7 METERS W FROM A METAL WITNESS POST,
 DD3277'AND IS LEVEL WITH THE STATION.
 DD3277'
 DD3277'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3277'STAMPED---AZ MK 045 005 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3277'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.2
 DD3277'METERS SSW FROM APPROXIMATE CENTER OF HIGHWAY S-45-52,  0.6
 DD3277'METERS WNW FROM A POWER LINE POLE, AND  0.5 METERS SE FROM A METAL
 DD3277'WITNESS POST.
 DD3277'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON
 DD3277'HIGHWAY S-45-52 FOR 0.4 KM (0.25 MI) TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3306 ***********************************************************************
 DD3306  DESIGNATION -  045 006
 DD3306  PID         -  DD3306
 DD3306  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3306  USGS QUAD   -  INDIANTOWN (1990)
 DD3306
 DD3306                         *CURRENT SURVEY CONTROL
 DD3306  ___________________________________________________________________
 DD3306* NAD 83(2001)-  33 43 30.70445(N)    079 33 54.85482(W)     ADJUSTED  
 DD3306* NAVD 88     -        15.916  (meters)      52.22   (feet)  ADJUSTED  
 DD3306  ___________________________________________________________________
 DD3306  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 DD3306  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DD3306  DYNAMIC HT  -          15.900 (meters)      52.17  (feet)  COMP
 DD3306  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 DD3306
 DD3306  HORZ ORDER  -  SECOND
 DD3306  VERT ORDER  -  FIRST     CLASS II
 DD3306
 DD3306.The horizontal coordinates were established by classical geodetic methods
 DD3306.and adjusted by the National Geodetic Survey in March 2004..
 DD3306
 DD3306.The orthometric height was determined by differential leveling
 DD3306.and adjusted by the National Geodetic Survey in June 1994..
 DD3306
 DD3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3306
 DD3306.The geoid height was determined by GEOID03.
 DD3306
 DD3306.The dynamic height is computed by dividing the NAVD 88
 DD3306.geopotential number by the normal gravity value computed on the
 DD3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3306.degrees latitude (g = 980.6199 gals.).
 DD3306
 DD3306.The modeled gravity was interpolated from observed gravity values.
 DD3306
 DD3306;                    North         East     Units Scale Factor Converg.
 DD3306;SPC SC       -   210,722.675   742,543.893   MT  0.99979413   +0 47 43.6
 DD3306;SPC SC       -   691,347.36  2,436,167.63   iFT  0.99979413   +0 47 43.6
 DD3306;UTM  17      - 3,732,611.077   632,927.721   MT  0.99981783   +0 47 48.2
 DD3306
 DD3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3306!SPC SC       -   1.00000268  x   0.99979413  =   0.99979680
 DD3306!UTM  17      -   1.00000268  x   0.99981783  =   0.99982050
 DD3306
 DD3306|---------------------------------------------------------------------|
 DD3306| PID    Reference Object                     Distance      Geod. Az  |
 DD3306|                                                           dddmmss.s |
 DD3306| DD3305 045 006 RM 2                        133.114 METERS 06127     |
 DD3306| DD3727 045 006 RM 1                          7.425 METERS 07648     |
 DD3306|---------------------------------------------------------------------|
 DD3306
 DD3306                          SUPERSEDED SURVEY CONTROL
 DD3306
 DD3306  NAD 83(1986)-  33 43 30.71355(N)    079 33 54.85802(W) AD(       ) 2
 DD3306  NAD 27      -  33 43 30.11275(N)    079 33 55.63582(W) AD(       ) 2
 DD3306
 DD3306.Superseded values are not recommended for survey control.
 DD3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3306.See file dsdata.txt to determine how the superseded data were derived.
 DD3306
 DD3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3292832611(NAD 83)
 DD3306_MARKER: DD = SURVEY DISK
 DD3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3306_SP_SET: CONCRETE POST
 DD3306_STAMPING: 045 006 1981
 DD3306_MARK LOGO: SCGS  
 DD3306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3306+STABILITY: SURFACE MOTION
 DD3306
 DD3306  HISTORY     - Date     Condition        Report By
 DD3306  HISTORY     - 1981     MONUMENTED       SCGS
 DD3306  HISTORY     - 1982     GOOD             SCGS
 DD3306  HISTORY     - 19931014 GOOD             SCGS
 DD3306
 DD3306                          STATION DESCRIPTION
 DD3306
 DD3306'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3306'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) SOUTHWEST OF HEMINGWAY,
 DD3306'14.8 KM (9.2 MI) SOUTH-SOUTHWEST OF JOHNSONVILLE AND 24.9 KM (15.5
 DD3306'MI) SOUTHEAST OF LAKE CITY.  STATION IS LOCATED ON THE GROUNDS OF THE
 DD3306'INDIAN TOWN CHURCH AND SCHOOL.
 DD3306'
 DD3306'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51
 DD3306'AND 261 IN HEMINGWAY, GO WESTERLY ON 291 FOR 10.9 KM (6.8 MI) TO
 DD3306'DRIVEWAY TO OLD SCHOOL HOUSE ON LEFT.  TURN LEFT AND GO 0.2 KM (0.1
 DD3306'MI) TO SCHOOL AND STATION.  (INDIAN TOWN CHURCH AND SCHOOL).
 DD3306'
 DD3306'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3306'---045 006 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3306'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  8.0 METERS SW FROM A
 DD3306'METAL WITNESS POST AND A POWER POLE, 13.4 METERS SW FROM THE THE
 DD3306'CENTER OF A DRIVEWAY, 11.6 METERS SE FROM THE THE CENTER OF A
 DD3306'DRIVEWAY, 11.6 METERS S FROM THE THE CENTER OF THE INTERSECTION OF
 DD3306'THE DRIVEWAYS, 22.1 METERS N FROM THE THE NORTHEAST CORNER OF THE
 DD3306'WESTERLY MOST SCHOOL, AND FROM BUILDING.
 DD3306'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3306'DISK STAMPED---045 006 1981---SET INTO AN IRREGULAR MASS OF
 DD3306'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD3306'
 DD3306'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3306'DISK STAMPED---RM 1 045 006 1981---SET INTO THE TOP OF A ROUND
 DD3306'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3306'0.9 METERS W FROM A METAL WITNESS POST AND A POWER LINE POLE,  7.3
 DD3306'METERS S FROM THE THE CENTER OF THE INTERSECTION OF THE DRIVEWAYS,
 DD3306'26.1 METERS N FROM THE THE NORTHEAST CORNER OF THE WESTERN MOST OF
 DD3306'THE, FROM SCHOOL BUILDING,  7.3 METERS SE FROM THE THE CENTER OF A
 DD3306'DRIVEWAY, AND IS LEVEL WITH THE STATION.
 DD3306'
 DD3306'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3306'DISK STAMPED---RM 2 040 006 1981---SET INTO THE TOP OF A ROUND
 DD3306'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND IT IS
 DD3306'LOCATED  0.5 METERS S FROM A METAL WITNESS POST,
 DD3306'1.1 METERS SE FROM A STOP SIGN, 15.4 METERS S FROM THE THE CENTER OF
 DD3306'HIGHWAY 261,  7.0 METERS E FROM THE THE CENTER OF A PAVED DRIVEWAY,
 DD3306'AND IS LEVEL WITH THE STATION.
 DD3306'
 DD3306'TO REACH THE AZIMUTH MARK (RM 2) FROM THE STATION GO EAST-NORTHEAST
 DD3306'FOR 0.2 KM (0.1 MI) TO MARK ON RIGHT.
 DD3306
 DD3306                          STATION RECOVERY (1993)
 DD3306
 DD3306'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3306'STATION IS LOCATED 2.7 MILES (4.3 KM) WEST SOUTHWEST OF STUCKEY.
 DD3306'OWNERSHIP--INDIANTOWN CHURCH. TO REACH THE STATION FROM THE EAST
 DD3306'JUNCTION OF STATE HIGHWAYS 512, 261 AND STATE ROAD 290, 2.3 MILES
 DD3306'(3.7 KM) WEST SOUTHWEST OF STUCKEY, GO WEST ON HIGHWAYS 512 AND 261
 DD3306'FOR 0.5 MILE (0.8 KM) TO A DRIVEWAY LEFT LEADING TO THE OLD
 DD3306'INDIANTOWN SCHOOL BUILDINGS, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE
 DD3306'(0.08 KM) TO THE MIDDLE ONE OF THREE BRICK SCHOOL BUILDINGS AND THE
 DD3306'STATION NEAR A POWER POLE. STATION IS A CONCRETE POST RECESSED 0.1
 DD3306'FOOT (3.0 CM) AND LEVEL WITH THE DRIVEWAY, 26.2 FEET (8.0 M) WEST OF
 DD3306'THE POWER POLE DV74 WITH TWO SECURITY LIGHTS AND A GUY WIRE, 24.4
 DD3306'FEET (7.4 M) WEST OF SURVEY STATION 045 006 RM 1, 72.6 FEET (22.1 M)
 DD3306'NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE GYM BUILDING, 34.5 FEET
 DD3306'(10.5 M) NORTH NORTHWEST OF A 1.3-FOOT SPRUCE TREE, 55.3 FEET
 DD3306'(16.9 M) SOUTHWEST OF THE INTERSECTION OF THE TWO CIRCULAR DRIVEWAYS,
 DD3306'77.6 FEET (23.7 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE
 DD3306'EASTERN MOST SCHOOL BUILDING, 119.0 FEET (36.3 M) NORTH NORTHWEST OF
 DD3306'BENCH MARK D 32, 21.5 FEET (6.6 M) WEST SOUTHWEST OF A WITNESS POST.
 DD3306'NOTE-MARGINAL GPS STATION, STATION IS INTERVISIBLE WITH SURVEY
 DD3306'STATION 045 006 RM 2. RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3727 ***********************************************************************
 DD3727  DESIGNATION -  045 006 RM 1
 DD3727  PID         -  DD3727
 DD3727  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3727  USGS QUAD   -  INDIANTOWN (1990)
 DD3727
 DD3727                         *CURRENT SURVEY CONTROL
 DD3727  ___________________________________________________________________
 DD3727* NAD 83(1986)-  33 43 31.     (N)    079 33 54.     (W)     SCALED    
 DD3727* NAVD 88     -        16.011  (meters)      52.53   (feet)  ADJUSTED  
 DD3727  ___________________________________________________________________
 DD3727  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DD3727  DYNAMIC HT  -          15.995 (meters)      52.48  (feet)  COMP
 DD3727  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 DD3727
 DD3727  VERT ORDER  -  FIRST     CLASS II
 DD3727
 DD3727.The horizontal coordinates were scaled from a topographic map and have
 DD3727.an estimated accuracy of +/- 6 seconds.
 DD3727
 DD3727.The orthometric height was determined by differential leveling
 DD3727.and adjusted by the National Geodetic Survey in June 1994..
 DD3727
 DD3727.The geoid height was determined by GEOID03.
 DD3727
 DD3727.The dynamic height is computed by dividing the NAVD 88
 DD3727.geopotential number by the normal gravity value computed on the
 DD3727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3727.degrees latitude (g = 980.6199 gals.).
 DD3727
 DD3727.The modeled gravity was interpolated from observed gravity values.
 DD3727
 DD3727;                    North         East    Units  Estimated Accuracy
 DD3727;SPC SC       -   210,730.      742,570.      MT  (+/- 180 meters Scaled)
 DD3727
 DD3727                          SUPERSEDED SURVEY CONTROL
 DD3727
 DD3727.No superseded survey control is available for this station.
 DD3727
 DD3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT329326(NAD 83)
 DD3727_MARKER: DD = SURVEY DISK
 DD3727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3727_SP_SET: CONCRETE POST
 DD3727_STAMPING: RM 1 045 006 1981
 DD3727_MARK LOGO: SCGS  
 DD3727_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3727+STABILITY: SURFACE MOTION
 DD3727
 DD3727  HISTORY     - Date     Condition        Report By
 DD3727  HISTORY     - 1981     MONUMENTED       SCGS
 DD3727  HISTORY     - 19931014 GOOD             SCGS
 DD3727
 DD3727                          STATION DESCRIPTION
 DD3727
 DD3727'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3727'STATION IS LOCATED 2.7 MILES (4.3 KM) WEST SOUTHWEST OF STUCKEY.
 DD3727'OWNERSHIP--INDIANTOWN CHURCH. TO REACH THE STATION FROM THE EAST
 DD3727'JUNCTION OF STATE HIGHWAYS 512, 261 AND STATE ROAD 290, 2.3 MILES
 DD3727'(3.7 KM) WEST SOUTHWEST OF STUCKEY, GO WEST ON HIGHWAYS 512 AND 261
 DD3727'FOR 0.5 MILE (0.8 KM) TO A DRIVEWAY LEFT LEADING TO THE OLD
 DD3727'INDIANTOWN SCHOOL BUILDINGS, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE
 DD3727'(0.08 KM) TO THE MIDDLE ONE OF THREE BRICK SCHOOL BUILDINGS AND THE
 DD3727'STATION NEAR A POWER POLE. STATION IS A CONCRETE POST RECESSED 0.1
 DD3727'FOOT (3.0 CM) AND LEVEL WITH THE DRIVEWAY, 24.4 FEET (7.4 M) EAST OF
 DD3727'THE SURVEY STATION 045 006, 34.1 FEET (10.4 M) SOUTH SOUTHWEST OF THE
 DD3727'INTERSECTION OF THE CIRCLE DRIVEWAYS, 85.5 FEET (26.1 M) NORTHEAST OF
 DD3727'THE NORTHEAST CORNER OF THE MIDDLE ONE OF THREE BUILDINGS, 2.9 FEET
 DD3727'(0.9 M) NORTHWEST OF THE POWER POLE DV74 WITH TWO SECURITY LIGHTS AND
 DD3727'A GUY WIRE, 80.2 FEET (24.4 M) SOUTH OF THE NORTHWEST MOST CORNER OF
 DD3727'THE EASTERN ONE OF THREE BUILDINGS, 113.1 FEET (34.5 M) NORTH OF
 DD3727'BENCH MARK D 32, 5.5 FEET (1.7 M) SOUTHEAST OF A WITNESS POST.
 DD3727'NOTE-MARGINAL GPS STATION. RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3305 ***********************************************************************
 DD3305  DESIGNATION -  045 006 RM 2
 DD3305  PID         -  DD3305
 DD3305  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3305  USGS QUAD   -  INDIANTOWN (1990)
 DD3305
 DD3305                         *CURRENT SURVEY CONTROL
 DD3305  ___________________________________________________________________
 DD3305* NAD 83(2001)-  33 43 32.76935(N)    079 33 50.31305(W)     ADJUSTED  
 DD3305* NAVD 88     -        14.862  (meters)      48.76   (feet)  ADJUSTED  
 DD3305  ___________________________________________________________________
 DD3305  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DD3305  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DD3305  DYNAMIC HT  -          14.847 (meters)      48.71  (feet)  COMP
 DD3305  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 DD3305
 DD3305  HORZ ORDER  -  SECOND
 DD3305  VERT ORDER  -  FIRST     CLASS II
 DD3305
 DD3305.The horizontal coordinates were established by classical geodetic methods
 DD3305.and adjusted by the National Geodetic Survey in March 2004..
 DD3305
 DD3305.The orthometric height was determined by differential leveling
 DD3305.and adjusted by the National Geodetic Survey in June 1994..
 DD3305
 DD3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3305
 DD3305.The geoid height was determined by GEOID03.
 DD3305
 DD3305.The dynamic height is computed by dividing the NAVD 88
 DD3305.geopotential number by the normal gravity value computed on the
 DD3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3305.degrees latitude (g = 980.6199 gals.).
 DD3305
 DD3305.The modeled gravity was interpolated from observed gravity values.
 DD3305
 DD3305;                    North         East     Units Scale Factor Converg.
 DD3305;SPC SC       -   210,787.900   742,659.901   MT  0.99979414   +0 47 46.1
 DD3305;SPC SC       -   691,561.35  2,436,548.23   iFT  0.99979414   +0 47 46.1
 DD3305;UTM  17      - 3,732,676.306   633,043.730   MT  0.99981821   +0 47 50.7
 DD3305
 DD3305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3305!SPC SC       -   1.00000284  x   0.99979414  =   0.99979698
 DD3305!UTM  17      -   1.00000284  x   0.99981821  =   0.99982105
 DD3305
 DD3305                          SUPERSEDED SURVEY CONTROL
 DD3305
 DD3305  NAD 83(1986)-  33 43 32.77846(N)    079 33 50.31631(W) AD(       ) 2
 DD3305  NAD 27      -  33 43 32.17755(N)    079 33 51.09413(W) AD(       ) 2
 DD3305
 DD3305.Superseded values are not recommended for survey control.
 DD3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3305.See file dsdata.txt to determine how the superseded data were derived.
 DD3305
 DD3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3304432676(NAD 83)
 DD3305_MARKER: DD = SURVEY DISK
 DD3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3305_SP_SET: CONCRETE POST
 DD3305_STAMPING: RM 2 045 006 1981
 DD3305_MARK LOGO: SCGS  
 DD3305_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3305+STABILITY: SURFACE MOTION
 DD3305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3305+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1993
 DD3305
 DD3305  HISTORY     - Date     Condition        Report By
 DD3305  HISTORY     - 1981     MONUMENTED       SCGS
 DD3305  HISTORY     - 19931014 GOOD             SCGS
 DD3305
 DD3305                          STATION DESCRIPTION
 DD3305
 DD3305'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3305'STATION IS LOCATED 2.7 MILES (4.3 KM) WEST SOUTHWEST OF STUCKEY.
 DD3305'OWNERSHIP--INDIANTOWN CHURCH. TO REACH THE STATION FROM THE EAST
 DD3305'JUNCTION OF STATE HIGHWAYS 512, 261 AND STATE ROAD 290, 2.3 MILES
 DD3305'(3.7 KM) WEST SOUTHWEST OF STUCKEY, GO WEST ON HIGHWAYS 512 AND 261
 DD3305'FOR 0.5 MILE (0.8 KM) TO THE EASTERN MOST DRIVEWAY LEFT LEADING TO
 DD3305'THE OLD INDIANTOWN SCHOOL BUILDINGS AND THE STATION NEAR A STOP SIGN
 DD3305'IN THE SOUTHEAST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST
 DD3305'RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) ABOVE THE DRIVEWAY,
 DD3305'50.2 FEET (15.3 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 32.9
 DD3305'FEET (10.0 M) WEST OF A POWER POLE 343/DV71 WITH TWO GUY WIRES, 21.8
 DD3305'FEET (6.6 M) SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 10.1 FEET
 DD3305'(3.1 M) SOUTH SOUTHWEST OF THE EAST END OF A 1.4-FOOT CONCRETE PIPE
 DD3305'CULVERT BENEATH THE DRIVEWAY, 4.0 FEET (1.2 M) SOUTH SOUTHEAST OF THE
 DD3305'STOP SIGN POST, 1.5 FEET (0.5 M) NORTHEAST OF A WITNESS POST.
 DD3305'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 045 006. RECOVERED
 DD3305'BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3316 ***********************************************************************
 DD3316  DESIGNATION -  045 007
 DD3316  PID         -  DD3316
 DD3316  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3316  USGS QUAD   -  WARSAW (1990)
 DD3316
 DD3316                         *CURRENT SURVEY CONTROL
 DD3316  ___________________________________________________________________
 DD3316* NAD 83(2001)-  33 36 11.59439(N)    079 31 28.79858(W)     ADJUSTED  
 DD3316* NAVD 88     -        13.7    (meters)      45.     (feet)  VERTCON   
 DD3316  ___________________________________________________________________
 DD3316  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 DD3316  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DD3316
 DD3316  HORZ ORDER  -  SECOND
 DD3316
 DD3316.The horizontal coordinates were established by classical geodetic methods
 DD3316.and adjusted by the National Geodetic Survey in March 2004..
 DD3316
 DD3316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3316
 DD3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3316
 DD3316.The geoid height was determined by GEOID03.
 DD3316
 DD3316;                    North         East     Units Scale Factor Converg.
 DD3316;SPC SC       -   197,250.748   746,496.019   MT  0.99979432   +0 49 04.5
 DD3316;SPC SC       -   647,148.12  2,449,133.92   iFT  0.99979432   +0 49 04.5
 DD3316;UTM  17      - 3,719,138.739   636,879.969   MT  0.99983099   +0 48 59.9
 DD3316
 DD3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3316!SPC SC       -   1.00000307  x   0.99979432  =   0.99979739
 DD3316!UTM  17      -   1.00000307  x   0.99983099  =   0.99983406
 DD3316
 DD3316|---------------------------------------------------------------------|
 DD3316| PID    Reference Object                     Distance      Geod. Az  |
 DD3316|                                                           dddmmss.s |
 DD3316| DD3315 045 007 RM 2                        381.389 METERS 10550     |
 DD3316| DD3728 045 007 RM 1                          7.860 METERS 11013     |
 DD3316|---------------------------------------------------------------------|
 DD3316
 DD3316                          SUPERSEDED SURVEY CONTROL
 DD3316
 DD3316  NAD 83(1986)-  33 36 11.60335(N)    079 31 28.80168(W) AD(       ) 2
 DD3316  NAD 27      -  33 36 11.00474(N)    079 31 29.58329(W) AD(       ) 2
 DD3316  NGVD 29 (07/19/86)   14.0    (m)           46.     (f) VERT ANG       
 DD3316
 DD3316.Superseded values are not recommended for survey control.
 DD3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3316.See file dsdata.txt to determine how the superseded data were derived.
 DD3316
 DD3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3688019139(NAD 83)
 DD3316_MARKER: DD = SURVEY DISK
 DD3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3316_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3316
 DD3316  HISTORY     - Date     Condition        Report By
 DD3316  HISTORY     - 1981     MONUMENTED       SCGS
 DD3316
 DD3316                          STATION DESCRIPTION
 DD3316
 DD3316'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3316'THE STATION IS LOCATED ABOUT 18 KM (11 MI) SOUTH-SOUTHWEST OF
 DD3316'HEMINGWAY, 17 KM (10.5 MI) NORTH-NORTHEAST OF ANDREWS, 7 KM (4.5 MI)
 DD3316'NORTHWEST OF THE GEORGETOWN COUNTY LINE ON ROAD ROW.  GEORGE WEATHERS
 DD3316'PRECONSTRUCTION ENGINEER, P.O. BOX 191 COLUMBIA, S.C.  29202, PHONE
 DD3316'(803) 758-3414.
 DD3316'
 DD3316'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51
 DD3316'AND S-45-24 (ABOUT 18.5 KM 11.5 MI) SOUTH OF HEMINGWAY, GO NORTHWEST
 DD3316'ON S-45-24 FOR 1.8 KM (1.1 MI) TO A ROAD LEFT.  TURN LEFT, SOUTHWEST
 DD3316'ON S-45-288 FOR 4.8 KM (3.0 MI) TO A REVERSE FORK LEFT AND CHURCH ON
 DD3316'THE RIGHT.  CONTINUE AHEAD ON S-45-42 FOR 1 KM (0.65 MI) TO THE
 DD3316'JUNCTION OF S-45-42 AND S-45-74.  TURN RIGHT, WESTERLY, ON S-45-74
 DD3316'FOR 1.6 KM (1 MI) TO STATION ON THE LEFT.  DESCRIBED BY V. WILSON.
 DD3316'
 DD3316'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3316'---045 007 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3316'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.8 METERS S FROM THE
 DD3316'CENTER OF ROAD,  4.6 METERS S FROM THE SOUTH EDGE OF PAVEMENT,  1.2
 DD3316'METERS S FROM A DRAINAGE DITCH, AND  1.4 METERS N FROM A METAL
 DD3316'WITNESS POST.
 DD3316'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3316'DISK STAMPED---045 007 1981---SET INTO AN IRREGULAR MASS OF
 DD3316'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD3316'
 DD3316'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3316'DISK STAMPED---045 007 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3316'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3316'7.6 METERS S FROM THE CENTER OF ROAD,  4.3 METERS S FROM THE SOUTH
 DD3316'EDGE OF PAVEMENT,  7.5 METERS E FROM A METAL WITNESS POST,  1.5
 DD3316'METERS S FROM THE SOUTH EDGE OF DITCH, AND IS LEVEL WITH THE STATION.
 DD3316'
 DD3316'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3316'DISK STAMPED---045 007 RM 2 1981---SET INTO THE TOP OF A ROUND
 DD3316'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3316'10.1 METERS N FROM THE CENTER OF ROAD,  7.0 METERS N FROM THE N EDGE
 DD3316'OF ROAD,  2.1 METERS W FROM A POWER LINE POLE, AND  1.6 METERS W FROM
 DD3316'A METAL WITNESS POST.
 DD3316'
 DD3316'TO REACH RM 2 FROM STATION, GO EASTERLY FOR 0.4 KM (0.25 MI) TO MARK
 DD3316'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3317 ***********************************************************************
 DD3317  DESIGNATION -  045 008
 DD3317  PID         -  DD3317
 DD3317  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3317  USGS QUAD   -  WARSAW (1990)
 DD3317
 DD3317                         *CURRENT SURVEY CONTROL
 DD3317  ___________________________________________________________________
 DD3317* NAD 83(2001)-  33 35 01.69353(N)    079 31 49.27490(W)     ADJUSTED  
 DD3317* NAVD 88     -        14.5    (meters)      48.     (feet)  VERTCON   
 DD3317  ___________________________________________________________________
 DD3317  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 DD3317  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DD3317
 DD3317  HORZ ORDER  -  SECOND
 DD3317
 DD3317.The horizontal coordinates were established by classical geodetic methods
 DD3317.and adjusted by the National Geodetic Survey in March 2004..
 DD3317
 DD3317.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3317
 DD3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3317
 DD3317.The geoid height was determined by GEOID03.
 DD3317
 DD3317;                    North         East     Units Scale Factor Converg.
 DD3317;SPC SC       -   195,090.261   745,998.897   MT  0.99979477   +0 48 53.2
 DD3317;SPC SC       -   640,059.91  2,447,502.94   iFT  0.99979477   +0 48 53.2
 DD3317;UTM  17      - 3,716,978.188   636,382.772   MT  0.99982931   +0 48 47.0
 DD3317
 DD3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3317!SPC SC       -   1.00000295  x   0.99979477  =   0.99979772
 DD3317!UTM  17      -   1.00000295  x   0.99982931  =   0.99983226
 DD3317
 DD3317:                Primary Azimuth Mark                     Grid Az
 DD3317:SPC SC       -  045 008 AZ MK                            218 49 02.0
 DD3317:UTM  17      -  045 008 AZ MK                            218 49 08.2
 DD3317
 DD3317|---------------------------------------------------------------------|
 DD3317| PID    Reference Object                     Distance      Geod. Az  |
 DD3317|                                                           dddmmss.s |
 DD3317| DD3318 045 008 AZ MK                       APPROX. 0.9 KM 2193755.2 |
 DD3317| DD3729 045 008 RM 1                          8.128 METERS 22345     |
 DD3317|---------------------------------------------------------------------|
 DD3317
 DD3317                          SUPERSEDED SURVEY CONTROL
 DD3317
 DD3317  NAD 83(1986)-  33 35 01.70250(N)    079 31 49.27801(W) AD(       ) 2
 DD3317  NAD 27      -  33 35 01.10218(N)    079 31 50.05911(W) AD(       ) 2
 DD3317  NGVD 29 (07/19/86)   14.8    (m)           49.     (f) VERT ANG       
 DD3317
 DD3317.Superseded values are not recommended for survey control.
 DD3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3317.See file dsdata.txt to determine how the superseded data were derived.
 DD3317
 DD3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3638316978(NAD 83)
 DD3317_MARKER: DD = SURVEY DISK
 DD3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3317_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3317
 DD3317  HISTORY     - Date     Condition        Report By
 DD3317  HISTORY     - 1981     MONUMENTED       SCGS
 DD3317
 DD3317                          STATION DESCRIPTION
 DD3317
 DD3317'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3317'THE STATION IS LOCATED ABOUT 20 KM (12.5 MI) SOUTH-SOUTHWEST OF
 DD3317'HEMINGWAY, 14.5 KM (9 MI) NORTH-NORTHEAST OF ANDREWS, 6.4 KM (4 MI)
 DD3317'NORTHWEST OF THE GEORGETOWN COUNTY LINE, ON ROAD ROW.  GEORGE
 DD3317'WEATHERS PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD3317'29202, PHONE (803) 758-3414.
 DD3317'
 DD3317'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51
 DD3317'AND S-45-24 (ABOUT 11.5 MILES SOUTH OF HEMINGWAY), GO NORTHWEST ON
 DD3317'S-45-24 FOR 1.8 KM (1.1 MI) TO A ROAD LEFT.  TURN LEFT, SOUTHWEST, ON
 DD3317'S-45-288 FOR 4.8 KM (3.0 MI) TO A REVERSE FORK LEFT AND CHURCH ON THE
 DD3317'RIGHT.  CONTINUE AHEAD ON S-45-42 FOR 3.5 KM (2.2 MI) TO DRIVEWAY AND
 DD3317'STATION ON RIGHT.  DESCRIBED BY V. WILSON.
 DD3317'
 DD3317'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3317'---045 008 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3317'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.7 METERS W FROM THE
 DD3317'CENTER OF ROAD,  5.5 METERS S FROM THE CENTER OF DRIVEWAY,  0.8
 DD3317'METERS SE FROM THE METAL WITNESS POST,  1.0 METERS E FROM THE EAST
 DD3317'EDGE OF DRAINAGE DITCH, AND  3.0 METERS W FROM THE WEST EDGE OF
 DD3317'PAVEMENT.
 DD3317'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3317'DISK STAMPED---045 008 1981---SET INTO AN IRREGULAR MASS OF
 DD3317'CONCRETE 2 METERS BELOW THE SURFACE.
 DD3317'
 DD3317'REFERENCE MARK NO.1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3317'STAMPED---045 008 RM 1 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3317'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  3.6 METERS
 DD3317'W FROM THE WEST EDGE OF PAVEMENT,  6.7 METERS W FROM THE CENTER OF
 DD3317'ROAD,  8.6 METERS S FROM THE METAL WITNESS POST, 13.6 METERS S FROM
 DD3317'THE CENTER OF DRIVEWAY, AND IS LEVEL WITH THE STATION.
 DD3317'
 DD3317'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3317'STAMPED---045 008 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3317'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.9 METERS
 DD3317'W FROM THE CENTER OF ROAD,  0.8 METERS S FROM A METAL WITNESS POST,
 DD3317'9.0 METERS W FROM THE WEST EDGE OF PAVEMENT, AND  2.4 METERS NE FROM
 DD3317'A 16 INCH OAK TREE.
 DD3317'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHERLY FOR 0.9 KM (0.55
 DD3317'MI) TO WHERE ROAD CURVES AND MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3318 ***********************************************************************
 DD3318  DESIGNATION -  045 008 AZ MK
 DD3318  PID         -  DD3318
 DD3318  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3318  USGS QUAD   -  WARSAW (1990)
 DD3318
 DD3318                         *CURRENT SURVEY CONTROL
 DD3318  ___________________________________________________________________
 DD3318* NAD 83(2001)-  33 34 39.52297(N)    079 32 11.21128(W)     ADJUSTED  
 DD3318* NAVD 88     -        12.6    (meters)      41.     (feet)  VERTCON   
 DD3318  ___________________________________________________________________
 DD3318  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 DD3318  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DD3318
 DD3318  HORZ ORDER  -  SECOND
 DD3318
 DD3318.The horizontal coordinates were established by classical geodetic methods
 DD3318.and adjusted by the National Geodetic Survey in March 2004..
 DD3318
 DD3318.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3318
 DD3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3318
 DD3318.The geoid height was determined by GEOID03.
 DD3318
 DD3318;                    North         East     Units Scale Factor Converg.
 DD3318;SPC SC       -   194,399.376   745,443.069   MT  0.99979493   +0 48 41.0
 DD3318;SPC SC       -   637,793.23  2,445,679.36   iFT  0.99979493   +0 48 41.0
 DD3318;UTM  17      - 3,716,287.298   635,826.905   MT  0.99982745   +0 48 34.4
 DD3318
 DD3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3318!SPC SC       -   1.00000325  x   0.99979493  =   0.99979818
 DD3318!UTM  17      -   1.00000325  x   0.99982745  =   0.99983070
 DD3318
 DD3318                          SUPERSEDED SURVEY CONTROL
 DD3318
 DD3318  NAD 83(1986)-  33 34 39.53194(N)    079 32 11.21439(W) AD(       ) 2
 DD3318  NAD 27      -  33 34 38.93108(N)    079 32 11.99487(W) AD(       ) 2
 DD3318  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 DD3318
 DD3318.Superseded values are not recommended for survey control.
 DD3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3318.See file dsdata.txt to determine how the superseded data were derived.
 DD3318
 DD3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3582716287(NAD 83)
 DD3318_MARKER: DD = SURVEY DISK
 DD3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3318_SP_SET: CONCRETE POST
 DD3318_STAMPING: 045 008 AZ MK 1981
 DD3318_MARK LOGO: SCGS  
 DD3318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3318+STABILITY: SURFACE MOTION
 DD3318
 DD3318  HISTORY     - Date     Condition        Report By
 DD3318  HISTORY     - 1981     MONUMENTED       SCGS
 DD3318  HISTORY     - 19930920 GOOD             SCGS
 DD3318  HISTORY     - 20060725 MARK NOT FOUND   SCGS
 DD3318
 DD3318                          STATION DESCRIPTION
 DD3318
 DD3318'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3318'STATION IS LOCATED 12.5 MILES (20.1 KM) SOUTH SOUTHWEST OF HEMINGWAY,
 DD3318'9.0 MILES (14.5 KM) NORTH NORTHEAST OF ANDREWS. OWNERSHIP--SCDOT,
 DD3318'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3318'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3318'HIGHWAYS 41, 51 AND STATE ROAD 24, 10.7 MILES (17.2 KM) SOUTH OF
 DD3318'HEMINGWAY, GO NORTHWEST ON ROAD 24 FOR 1.1 MILES (1.8 KM) TO THE
 DD3318'JUNCTION OF STATE ROAD 288, TURN LEFT ON ROAD 288 FOR 3.0 MILES
 DD3318'(4.8 KM) TO A REVERSE FORK LEFT AND A CHURCH ON THE RIGHT, CONTINUE
 DD3318'AHEAD ON ROAD 42 FOR 2.75 MILES (4.43 KM) TO THE STATION ON THE RIGHT
 DD3318'WHERE ROAD CURVES. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 DD3318'11.9 METERS (39.0 FT) WEST OF THE CENTER OF THE ROAD, 0.8 METER
 DD3318'(2.6 FT) SOUTH OF A WITNESS POST, 9.0 METERS (29.5 FT) WEST OF THE
 DD3318'WEST EDGE OF THE PAVEMENT, 2.4 METERS (7.9 FT) NORTHEAST OF A
 DD3318'1.4-FOOT OAK TREE.
 DD3318
 DD3318                          STATION RECOVERY (2006)
 DD3318
 DD3318'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3318'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3318'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 DD3318'RESULTS, PRESUMED DESTROYED BY DEEP DITCH MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3309 ***********************************************************************
 DD3309  DESIGNATION -  045 009
 DD3309  PID         -  DD3309
 DD3309  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3309  USGS QUAD   -  INDIANTOWN (1990)
 DD3309
 DD3309                         *CURRENT SURVEY CONTROL
 DD3309  ___________________________________________________________________
 DD3309* NAD 83(2001)-  33 39 21.59770(N)    079 35 02.21160(W)     ADJUSTED  
 DD3309* NAVD 88     -        18.9    (meters)      62.     (feet)  VERTCON   
 DD3309  ___________________________________________________________________
 DD3309  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 DD3309  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DD3309
 DD3309  HORZ ORDER  -  SECOND
 DD3309
 DD3309.The horizontal coordinates were established by classical geodetic methods
 DD3309.and adjusted by the National Geodetic Survey in March 2004..
 DD3309
 DD3309.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3309
 DD3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3309
 DD3309.The geoid height was determined by GEOID03.
 DD3309
 DD3309;                    North         East     Units Scale Factor Converg.
 DD3309;SPC SC       -   203,026.031   740,915.467   MT  0.99979368   +0 47 06.2
 DD3309;SPC SC       -   666,095.90  2,430,825.02   iFT  0.99979368   +0 47 06.2
 DD3309;UTM  17      - 3,724,914.253   631,299.334   MT  0.99981253   +0 47 05.6
 DD3309
 DD3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3309!SPC SC       -   1.00000221  x   0.99979368  =   0.99979588
 DD3309!UTM  17      -   1.00000221  x   0.99981253  =   0.99981473
 DD3309
 DD3309|---------------------------------------------------------------------|
 DD3309| PID    Reference Object                     Distance      Geod. Az  |
 DD3309|                                                           dddmmss.s |
 DD3309| DD3730 045 009 RM 1                          8.208 METERS 01521     |
 DD3309| DD3307 045 009 AZ MK                       APPROX. 0.6 KM 0155925.9 |
 DD3309|---------------------------------------------------------------------|
 DD3309
 DD3309                          SUPERSEDED SURVEY CONTROL
 DD3309
 DD3309  NAD 83(1986)-  33 39 21.60621(N)    079 35 02.21451(W) AD(       ) 2
 DD3309  NAD 27      -  33 39 21.01043(N)    079 35 02.99078(W) AD(       ) 2
 DD3309  NGVD 29 (07/19/86)   19.2    (m)           63.     (f) VERT ANG       
 DD3309
 DD3309.Superseded values are not recommended for survey control.
 DD3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3309.See file dsdata.txt to determine how the superseded data were derived.
 DD3309
 DD3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3129924914(NAD 83)
 DD3309_MARKER: DD = SURVEY DISK
 DD3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3309_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3309_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3309
 DD3309  HISTORY     - Date     Condition        Report By
 DD3309  HISTORY     - 1981     MONUMENTED       SCGS
 DD3309
 DD3309                          STATION DESCRIPTION
 DD3309
 DD3309'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3309'THE STATION IS LOCATED ABOUT 17.8 KM (11 MI) SOUTHWEST OF HEMINGWAY,
 DD3309'ABOUT 6.4 KM (4.0 MI) WEST OF NESMITH.  MARK IS ON HIGHWAY PROPERTY.
 DD3309'CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX
 DD3309'191, COLUMBIA, S.C. 29202, TELEPHONE (803) 758-3414.
 DD3309'
 DD3309'TO REACH THE STATION FROM TO THE STATION FROM THE JUNCTION OF STATE
 DD3309'HIGHWAYS S-45-24 AND S-45-121 IN NESMITH, GO WEST ON S-45-24 FOR 4.8
 DD3309'KM (3.0 MI) TO THE FRIENDSHIP UNITED METHODIST CHURCH ON RIGHT,
 DD3309'CONTINUE AHEAD FOR 2.4 KM (1.5 MI) TO A PAVED ROAD LEFT, TURN LEFT,
 DD3309'GO SOUTHWEST ON S-45-74 FOR 2.9 KM (1.8 MI) TO A HIGHWAY S-45-527 ON
 DD3309'RIGHT, CONTINUE AHEAD ON S-45-74 FOR 0.3 KM (0.2 MI) TO THE STATION
 DD3309'ON RIGHT.
 DD3309'
 DD3309'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3309'---045 009 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3309'INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND LOCATED 31.4
 DD3309'METERS S FROM THE POWER LINE POLE NO, 25.3 METERS S FROM THE
 DD3309'TELEPHONE JUNCTION BOX,  7.6 METERS W FROM THE STATE HIGHWAY CENTER
 DD3309'74,  0.8 METERS N FROM THE METAL WITNESS POST, AND  0.8 METERS W FROM
 DD3309'THE WEST EDGE OF DRAINAGE DITCH.
 DD3309'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3309'DISK STAMPED---045 009 1981---SET INTO AN IRREGULAR MASS OF
 DD3309'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3309'
 DD3309'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3309'DISK STAMPED---045 009 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3309'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3309'23.6 METERS S FROM THE POWER LINE POLE NO 1776P,  9.0 METERS N FROM A
 DD3309'METAL WITNESS POST BOX, 17.1 METERS S FROM THE TELEPHONE JUNCTION,
 DD3309'7.9 METERS W FROM THE CENTER OF STATE HIGHWAY 74, AND IS LEVEL WITH
 DD3309'THE STATION.
 DD3309'
 DD3309'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3309'STAMPED---045 009 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3309'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  2.1 METERS
 DD3309'WSW FROM THE POWER LINE POLE,  1.9 METERS N FROM THE DRIVEWAY,  0.9
 DD3309'METERS NW FROM THE METAL WITNESS POST, AND  8.8 METERS E FROM THE
 DD3309'CENTER LINE OF COUNTY ROAD S-45-74.
 DD3309'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHERLY ON S-45-74 FOR
 DD3309'0.5 KM (0.3 MI) TO DRIVEWAY ON RIGHT AND MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3307 ***********************************************************************
 DD3307  DESIGNATION -  045 009 AZ MK
 DD3307  PID         -  DD3307
 DD3307  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3307  USGS QUAD   -  INDIANTOWN (1990)
 DD3307
 DD3307                         *CURRENT SURVEY CONTROL
 DD3307  ___________________________________________________________________
 DD3307* NAD 83(2001)-  33 39 40.65549(N)    079 34 55.68058(W)     ADJUSTED  
 DD3307* NAVD 88     -        16.6    (meters)      54.     (feet)  VERTCON   
 DD3307  ___________________________________________________________________
 DD3307  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 DD3307  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DD3307
 DD3307  HORZ ORDER  -  SECOND
 DD3307
 DD3307.The horizontal coordinates were established by classical geodetic methods
 DD3307.and adjusted by the National Geodetic Survey in March 2004..
 DD3307
 DD3307.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3307
 DD3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3307
 DD3307.The geoid height was determined by GEOID03.
 DD3307
 DD3307;                    North         East     Units Scale Factor Converg.
 DD3307;SPC SC       -   203,615.333   741,075.637   MT  0.99979367   +0 47 09.8
 DD3307;SPC SC       -   668,029.31  2,431,350.52   iFT  0.99979367   +0 47 09.8
 DD3307;UTM  17      - 3,725,503.566   631,459.508   MT  0.99981305   +0 47 09.6
 DD3307
 DD3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3307!SPC SC       -   1.00000257  x   0.99979367  =   0.99979624
 DD3307!UTM  17      -   1.00000257  x   0.99981305  =   0.99981562
 DD3307
 DD3307                          SUPERSEDED SURVEY CONTROL
 DD3307
 DD3307  NAD 83(1986)-  33 39 40.66400(N)    079 34 55.68351(W) AD(       ) 2
 DD3307  NAD 27      -  33 39 40.06865(N)    079 34 56.45980(W) AD(       ) 2
 DD3307  NGVD 29 (07/19/86)   16.9    (m)           55.     (f) VERT ANG       
 DD3307
 DD3307.Superseded values are not recommended for survey control.
 DD3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3307.See file dsdata.txt to determine how the superseded data were derived.
 DD3307
 DD3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3146025504(NAD 83)
 DD3307_MARKER: DD = SURVEY DISK
 DD3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3307_SP_SET: CONCRETE POST
 DD3307_STAMPING: 045 009 AZ MK 1981
 DD3307_MARK LOGO: SCGS  
 DD3307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3307+STABILITY: SURFACE MOTION
 DD3307
 DD3307  HISTORY     - Date     Condition        Report By
 DD3307  HISTORY     - 1981     MONUMENTED       SCGS
 DD3307  HISTORY     - 19930920 GOOD             SCGS
 DD3307  HISTORY     - 20060725 MARK NOT FOUND   SCGS
 DD3307
 DD3307                          STATION DESCRIPTION
 DD3307
 DD3307'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3307'STATION IS LOCATED 14.0 MILES (22.5 KM) EAST OF KINGSTREE, 10.7 MILES
 DD3307'(17.2 KM) SOUTHWEST OF HEMINGWAY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3307'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3307'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3307'HIGHWAYS 41, 51 AND STATE ROAD 24, 10.7 MILES (17.2 KM) SOUTH OF
 DD3307'HEMINGWAY, GO NORTHWEST ON ROAD 24 FOR 9.3 MILES (15.0 KM) TO THE
 DD3307'JUNCTION OF STATE ROAD 51, BEAR LEFT ON ROAD 24 FOR 1.5 MILES
 DD3307'(2.4 KM) TO THE JUNCTION OF STATE ROAD 74, TURN LEFT ON ROAD 74 FOR
 DD3307'1.7 MILES (2.7 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE, 0.1
 DD3307'MILE (0.2 KM) NORTH OF THE JUNCTION OF STATE ROAD 527. STATION IS A
 DD3307'CONCRETE POST FLUSH WITH THE GROUND, 2.1 METERS (6.9 FT) WEST
 DD3307'SOUTHWEST OF THE POWER POLE, 1.9 METERS (6.2 FT) NORTH OF THE CENTER
 DD3307'OF A DRIVEWAY, 0.9 METER (3.0 FT) NORTHWEST OF A WITNESS POST, 8.8
 DD3307'METERS (28.9 FT) EAST OF THE CENTER OF THE ROAD.
 DD3307
 DD3307                          STATION RECOVERY (2006)
 DD3307
 DD3307'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3307'STATION IS PRESUMED DESTROYED, BROKEN CONCRETE AND DISK STEM FOUND AT
 DD3307'THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3397 ***********************************************************************
 DD3397  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3397  DESIGNATION -  045 010
 DD3397  PID         -  DD3397
 DD3397  STATE/COUNTY-  SC/FLORENCE
 DD3397  USGS QUAD   -  MILL BAY (1990)
 DD3397
 DD3397                         *CURRENT SURVEY CONTROL
 DD3397  ___________________________________________________________________
 DD3397* NAD 83(2001)-  33 53 04.96841(N)    079 51 03.09990(W)     ADJUSTED  
 DD3397* NAVD 88     -        29.22   (meters)      95.9    (feet)  GPS OBS   
 DD3397  ___________________________________________________________________
 DD3397  X           -     933,988.079 (meters)                     COMP
 DD3397  Y           -  -5,217,457.414 (meters)                     COMP
 DD3397  Z           -   3,535,836.059 (meters)                     COMP
 DD3397  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DD3397  ELLIP HEIGHT-          -3.23  (meters)          (06/10/05) GPS OBS
 DD3397  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DD3397
 DD3397  HORZ ORDER  -  FIRST
 DD3397  ELLP ORDER  -  FOURTH    CLASS II
 DD3397
 DD3397.The horizontal coordinates were established by GPS observations
 DD3397.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3397
 DD3397.The orthometric height was determined by GPS observations and a
 DD3397.high-resolution geoid model using precise GPS observation and
 DD3397.processing techniques.
 DD3397
 DD3397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3397
 DD3397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3397
 DD3397.The ellipsoidal height was determined by GPS observations
 DD3397.and is referenced to NAD 83.
 DD3397
 DD3397.The geoid height was determined by GEOID03.
 DD3397
 DD3397;                    North         East     Units Scale Factor Converg.
 DD3397;SPC SC       -   228,080.666   715,882.780   MT  0.99980069   +0 38 13.5
 DD3397;SPC SC       -   748,296.15  2,348,696.78   iFT  0.99980069   +0 38 13.5
 DD3397;UTM  17      - 3,749,967.527   606,266.353   MT  0.99973921   +0 38 26.6
 DD3397
 DD3397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3397!SPC SC       -   1.00000051  x   0.99980069  =   0.99980120
 DD3397!UTM  17      -   1.00000051  x   0.99973921  =   0.99973972
 DD3397
 DD3397|---------------------------------------------------------------------|
 DD3397| PID    Reference Object                     Distance      Geod. Az  |
 DD3397|                                                           dddmmss.s |
 DD3397| DD3731 045 010 RM 1                          7.084 METERS 06738     |
 DD3397| DD3402 045 010 AZ MK                       APPROX. 0.8 KM 2693943.9 |
 DD3397|---------------------------------------------------------------------|
 DD3397
 DD3397                          SUPERSEDED SURVEY CONTROL
 DD3397
 DD3397  NAD 83(2001)-  33 53 04.96874(N)    079 51 03.10001(W) AD(       ) 1
 DD3397  ELLIP H (03/13/03)   -3.22   (m)                       GP(       ) 4 2
 DD3397  NAD 83(1995)-  33 53 04.96887(N)    079 51 03.10000(W) AD(       ) 1
 DD3397  ELLIP H (12/20/99)   -3.22   (m)                       GP(       ) 4 1
 DD3397  NAD 83(1986)-  33 53 04.97940(N)    079 51 03.10174(W) AD(       ) 1
 DD3397  NAD 83(1986)-  33 53 04.97168(N)    079 51 03.10057(W) AD(       ) 2
 DD3397  NAD 27      -  33 53 04.38703(N)    079 51 03.84285(W) AD(       ) 2
 DD3397  NGVD 29 (07/19/86)   27.8    (m)           91.     (f) VERT ANG       
 DD3397
 DD3397.Superseded values are not recommended for survey control.
 DD3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3397.See file dsdata.txt to determine how the superseded data were derived.
 DD3397
 DD3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0626649968(NAD 83)
 DD3397_MARKER: DD = SURVEY DISK
 DD3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3397_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3397_STAMPING: HORZ 045 010 1981
 DD3397_MARK LOGO: SCGS  
 DD3397_PROJECTION: RECESSED 5 CENTIMETERS
 DD3397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3397+STABILITY: SURFACE MOTION
 DD3397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3397+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 DD3397
 DD3397  HISTORY     - Date     Condition        Report By
 DD3397  HISTORY     - 1981     MONUMENTED       SCGS
 DD3397  HISTORY     - 19960930 GOOD             SCGS
 DD3397  HISTORY     - 20041026 GOOD             SCGS
 DD3397
 DD3397                          STATION DESCRIPTION
 DD3397
 DD3397'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3397'THE STATION IS LOCATED ABOUT 37.8 KM (23.5 MI) WEST OF JOHNSONVILLE,
 DD3397'25.8 KM (16 MI) NORTHWEST OF KINGSTREE, AND 9.7 KM (6.0 MI) SOUTHWEST
 DD3397'OF LAKE CITY.  THE STATION IS LOCATED 2.9 KM (1.8 MI) SOUTH OF
 DD3397'STATION ST. JOHN, BESIDE HIGHWAY 378.  FOR INFORMATION CONTACT--
 DD3397'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3397'S.C.  29202, PHONE (803) 758-3414.
 DD3397'
 DD3397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 378
 DD3397'AND STATE HIGHWAY 341 IN LAKE CITY, GO WEST ON HIGHWAYS 341 AND 378
 DD3397'FOR 3.5 KM (2.2 MI) TO A FORK.  BEAR LEFT, WEST ON HIGHWAY 378 FOR
 DD3397'5.6 KM (3.5 MI) TO THE STATION ON THE LEFT A GUYED POWER LINE POLE.
 DD3397'
 DD3397'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3397'---045 010 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3397'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.5 METERS N FROM THE
 DD3397'POWER LINE POLE 5-35,  1.2 METERS N FROM THE METAL WITNESS POST, 15.3
 DD3397'METERS S FROM THE CENTER LINE OF HIGHWAY 378,  4.3 METERS S FROM THE
 DD3397'SOUTH EDGE OF DRAINAGE DITCH, AND 11.8 METERS S FROM THE SOUTH EDGE
 DD3397'OF HIGHWAY 378.
 DD3397'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3397'DISK STAMPED---045 010 1981---SET INTO AN IRREGULAR MASS OF
 DD3397'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD3397'
 DD3397'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3397'DISK STAMPED---045 010 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3397'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3397'7.6 METERS NE FROM THE POWER LINE POLE 5-35,  7.6 METERS NE FROM THE
 DD3397'METAL WITNESS POST,  6.2 METERS E FROM THE GUIDE WIRE FOR POWER LINE
 DD3397'POLE 5-35, 12.5 METERS S FROM THE CENTER LINE OF HIGHWAY 378, AND IS
 DD3397'LEVEL WITH THE STATION.
 DD3397'
 DD3397'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3397'STAMPED---045 010 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3397'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.6 METERS
 DD3397'N FROM THE CENTER LINE OF HIGHWAY 378,  0.4 METERS S FROM THE METAL
 DD3397'WITNESS POST, 15.8 METERS W FROM THE POWER LINE POLE 3-45, AND  8.1
 DD3397'METERS S FROM THE SOUTH EDGE OF HIGHWAY 378.
 DD3397'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 DD3397'378 FOR 0.55 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 DD3397
 DD3397                          STATION RECOVERY (1996)
 DD3397
 DD3397'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3397'STATION IS LOCATED 5.4 MILES (8.7 KM) WEST OF LAKE CITY, 22.2 MILES
 DD3397'(35.7 KM) SOUTH SOUTHWEST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3397'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3397'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3397'378 (TURBEVILLE HIGHWAY) AND STATE HIGHWAY 341 (OLANTA HIGHWAY) , 2.6
 DD3397'MILES (4.2 KM) NORTHWEST OF LAKE CITY, GO WEST ON HIGHWAY 378 FOR 3.0
 DD3397'MILES (4.8 KM) TO THE JUNCTION OF STATE ROADS 485 AND 113 (GREEN ROAD)
 DD3397', CONTINUE ON HIGHWAY 378 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE
 DD3397'LEFT NEAR A POWER POLE IN A FIELD.  STATION IS A CONCRETE POST
 DD3397'RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 DD3397'50.5 FEET (15.4 M) SOUTH OF THE CENTER OF THE HIGHWAY, 4.5 FEET (1.4
 DD3397'M) NORTH OF THE POWER POLE WITH A GUY WIRE, 23.5 FEET (7.2 M)
 DD3397'SOUTHWEST OF SURVEY STATION 045 010 RM 1, 4.0 FEET (1.2 M) NORTH OF A
 DD3397'WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION
 DD3397'045 010 AZ MK.  RECOVERED BY R.W.  ROBERTS.
 DD3397
 DD3397                          STATION RECOVERY (2004)
 DD3397
 DD3397'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3397'STATION IS LOCATED 5.55 MILES WEST OF LAKE CITY, 22.05 MILES SOUTH
 DD3397'SOUTHWEST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DD3397'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE
 DD3397'STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 (TURBEVILLE HIGHWAY) AND
 DD3397'STATE HIGHWAY 341 (OLANTA HIGHWAY), 2.65 MILES WEST NORTHWEST OF LAKE
 DD3397'CITY, GO WEST ON  HIGHWAY 378 FOR 2.3 MILES TO THE JUNCTION OF STATE
 DD3397'ROADS 485 (GREEN ROAD) RIGHT AND 113  (GREEN ROAD) LEFT, CONTINUE ON
 DD3397'HIGHWAY 378 FOR 0.2 MILE TO THE STATION ON THE LEFT NEAR A  POWER
 DD3397'POLE. STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE
 DD3397'HIGHWAY, 49.5 FEET  SOUTH OF THE CENTER OF THE HIGHWAY, 4.8 FEET NORTH
 DD3397'OF THE POWER POLE WITH GUY WIRE,  4.1 FEET NORTH OF A WITNESS POST.
 DD3397'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 045 010 AZ MK.
 DD3397'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3402 ***********************************************************************
 DD3402  DESIGNATION -  045 010 AZ MK
 DD3402  PID         -  DD3402
 DD3402  STATE/COUNTY-  SC/FLORENCE
 DD3402  USGS QUAD   -  MILL BAY (1990)
 DD3402
 DD3402                         *CURRENT SURVEY CONTROL
 DD3402  ___________________________________________________________________
 DD3402* NAD 83(2001)-  33 53 04.81987(N)    079 51 33.10225(W)     ADJUSTED  
 DD3402* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 DD3402  ___________________________________________________________________
 DD3402  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DD3402  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DD3402
 DD3402  HORZ ORDER  -  SECOND
 DD3402
 DD3402.The horizontal coordinates were established by classical geodetic methods
 DD3402.and adjusted by the National Geodetic Survey in March 2004..
 DD3402
 DD3402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3402
 DD3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3402
 DD3402.The geoid height was determined by GEOID03.
 DD3402
 DD3402;                    North         East     Units Scale Factor Converg.
 DD3402;SPC SC       -   228,067.551   715,112.059   MT  0.99980069   +0 37 56.9
 DD3402;SPC SC       -   748,253.12  2,346,168.17   iFT  0.99980069   +0 37 56.9
 DD3402;UTM  17      - 3,749,954.364   605,495.681   MT  0.99973720   +0 38 09.9
 DD3402
 DD3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3402!SPC SC       -   1.00000091  x   0.99980069  =   0.99980160
 DD3402!UTM  17      -   1.00000091  x   0.99973720  =   0.99973811
 DD3402
 DD3402                          SUPERSEDED SURVEY CONTROL
 DD3402
 DD3402  NAD 83(1986)-  33 53 04.83087(N)    079 51 33.10402(W) AD(       ) 2
 DD3402  NAD 83(1986)-  33 53 04.82274(N)    079 51 33.10296(W) AD(       ) 2
 DD3402  NAD 27      -  33 53 04.24023(N)    079 51 33.84438(W) AD(       ) 2
 DD3402  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG       
 DD3402
 DD3402.Superseded values are not recommended for survey control.
 DD3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3402.See file dsdata.txt to determine how the superseded data were derived.
 DD3402
 DD3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0549649954(NAD 83)
 DD3402_MARKER: DD = SURVEY DISK
 DD3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3402_SP_SET: CONCRETE POST
 DD3402_STAMPING: 045 010 AZ MK 1981
 DD3402_MARK LOGO: SCGS  
 DD3402_PROJECTION: FLUSH
 DD3402_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3402+STABILITY: SURFACE MOTION
 DD3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3402+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 DD3402
 DD3402  HISTORY     - Date     Condition        Report By
 DD3402  HISTORY     - 1981     MONUMENTED       SCGS
 DD3402  HISTORY     - 19930920 GOOD             SCGS
 DD3402  HISTORY     - 19960930 GOOD             SCGS
 DD3402  HISTORY     - 20041026 GOOD             SCGS
 DD3402
 DD3402                          STATION DESCRIPTION
 DD3402
 DD3402'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3402'STATION IS LOCATED 23.5 MILES (37.8 KM) WEST OF JOHNSONVILLE, 6.0
 DD3402'MILES (9.7 KM) SOUTHWEST OF LAKE CITY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3402'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3402'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3402'52, 378 AND STATE HIGHWAY 341 IN LAKE CITY, GO WEST ON HIGHWAYS 341
 DD3402'AND 378 FOR 2.2 MILES (3.5 KM) TO A FORK (341 BEARS RIGHT), BEAR LEFT
 DD3402'ON HIGHWAY 378 FOR 4.05 MILES (6.52 KM) TO THE STATION ON THE RIGHT
 DD3402'NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 DD3402'11.6 METERS (38.1 FT) NORTH OF THE CENTER OF THE HIGHWAY, 0.4 METER
 DD3402'(1.3 FT) SOUTH OF A WITNESS POST, 15.8 METERS (51.8 FT) WEST OF THE
 DD3402'POWER POLE NUMBER 3-45, 8.1 METERS (26.6 FT) SOUTH OF THE SOUTH EDGE
 DD3402'OF THE HIGHWAY.
 DD3402
 DD3402                          STATION RECOVERY (1996)
 DD3402
 DD3402'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3402'STATION IS LOCATED 6.0 MILES (9.7 KM) WEST OF LAKE CITY, 22.2 MILES
 DD3402'(35.7 KM) SOUTH SOUTHWEST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3402'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3402'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3402'378 (TURBEVILLE HIGHWAY) AND STATE HIGHWAY 341 (OLANTA HIGHWAY) , 2.6
 DD3402'MILES (4.2 KM) WEST OF LAKE CITY, GO WEST ON HIGHWAY 378 FOR 3.0 MILES
 DD3402'(4.8 KM) TO THE JUNCTION OF STATE ROADS 485 AND 113 (GREEN ROAD) ,
 DD3402'CONTINUE ON HIGHWAY 378 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE
 DD3402'RIGHT NEAR A POWER POLE ACROSS THE HIGHWAY FROM A BRICK HOUSE.
 DD3402'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.0 FOOT
 DD3402'(0.3 M) BELOW THE HIGHWAY, 52.1 FEET (15.9 M) WEST OF THE POWER POLE
 DD3402'WITH FOUR GUY WIRES, 38.0 FEET (11.6 M) NORTH OF THE CENTER OF THE
 DD3402'HIGHWAY, 39.2 FEET (11.9 M) EAST OF THE NORTH END OF A 2.0-FOOT
 DD3402'CONCRETE PIPE CULVERT BENEATH THE HIGHWAY, 1.3 FEET (0.4 M) SOUTH OF
 DD3402'WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION
 DD3402'045 010.  RECOVERED BY R.W.  ROBERTS.
 DD3402
 DD3402                          STATION RECOVERY (2004)
 DD3402
 DD3402'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3402'STATION IS LOCATED 6.0 MILES WEST OF LAKE CITY, 22.15 MILES SOUTH
 DD3402'SOUTHWEST OF FLORENCE,  9.2 MILES EAST OF TURBEVILLE.
 DD3402'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX  191,
 DD3402'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3402'JUNCTION OF U.S. HIGHWAY 378 (TURBEVILLE HIGHWAY) AND  STATE HIGHWAY
 DD3402'341 (OLANTA HIGHWAY), 2.65 MILES WEST NORTHWEST OF LAKE CITY, GO WEST
 DD3402'ON  HIGHWAY 378 FOR 2.3 MILES TO THE JUNCTION OF STATE ROADS 485
 DD3402'(GREEN ROAD) RIGHT AND 113  (GREEN ROAD) LEFT, CONTINUE ON HIGHWAY 378
 DD3402'FOR 0.7 MILE TO THE STATION ON THE RIGHT NEAR  A POWER POLE. STATION
 DD3402'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE
 DD3402'HIGHWAY, 38.7  FEET NORTH OF THE CENTER OF THE HIGHWAY, 51.5 FEET WEST
 DD3402'OF A POWER POLE WITH FOUR GUY  WIRES, 1.5 FEET SOUTH OF A WITNESS
 DD3402'POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 045 010.
 DD3402'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3350 ***********************************************************************
 DD3350  DESIGNATION -  045 011
 DD3350  PID         -  DD3350
 DD3350  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3350  USGS QUAD   -  KINGSTREE (1990)
 DD3350
 DD3350                         *CURRENT SURVEY CONTROL
 DD3350  ___________________________________________________________________
 DD3350* NAD 83(2001)-  33 43 02.45908(N)    079 45 15.17241(W)     ADJUSTED  
 DD3350* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 DD3350  ___________________________________________________________________
 DD3350  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DD3350  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DD3350
 DD3350  HORZ ORDER  -  SECOND
 DD3350
 DD3350.The horizontal coordinates were established by classical geodetic methods
 DD3350.and adjusted by the National Geodetic Survey in March 2004..
 DD3350
 DD3350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3350
 DD3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3350
 DD3350.The geoid height was determined by GEOID03.
 DD3350
 DD3350;                    North         East     Units Scale Factor Converg.
 DD3350;SPC SC       -   209,625.580   725,044.833   MT  0.99979401   +0 41 26.4
 DD3350;SPC SC       -   687,747.97  2,378,756.01   iFT  0.99979401   +0 41 26.4
 DD3350;UTM  17      - 3,731,513.647   615,428.746   MT  0.99976426   +0 41 29.8
 DD3350
 DD3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3350!SPC SC       -   1.00000121  x   0.99979401  =   0.99979522
 DD3350!UTM  17      -   1.00000121  x   0.99976426  =   0.99976547
 DD3350
 DD3350|---------------------------------------------------------------------|
 DD3350| PID    Reference Object                     Distance      Geod. Az  |
 DD3350|                                                           dddmmss.s |
 DD3350| DD3349 045 011 RM 2                        227.884 METERS 12832     |
 DD3350| DD3732 045 011 RM 1                         17.438 METERS 21221     |
 DD3350|---------------------------------------------------------------------|
 DD3350
 DD3350                          SUPERSEDED SURVEY CONTROL
 DD3350
 DD3350  NAD 83(1986)-  33 43 02.46785(N)    079 45 15.17541(W) AD(       ) 2
 DD3350  NAD 27      -  33 43 01.87633(N)    079 45 15.93043(W) AD(       ) 2
 DD3350  NGVD 29 (07/19/86)   25.2    (m)           83.     (f) VERT ANG       
 DD3350
 DD3350.Superseded values are not recommended for survey control.
 DD3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3350.See file dsdata.txt to determine how the superseded data were derived.
 DD3350
 DD3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1542931514(NAD 83)
 DD3350_MARKER: DD = SURVEY DISK
 DD3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DD3350
 DD3350  HISTORY     - Date     Condition        Report By
 DD3350  HISTORY     - 1982     MONUMENTED       SCGS
 DD3350
 DD3350                          STATION DESCRIPTION
 DD3350
 DD3350'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3350'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) NORTHEAST OF KINGSTREE,
 DD3350'ABOUT 8.1 KM (5 MI) SOUTHEAST OF CADES, IN THE WEST CORNER OF THE
 DD3350'PROPERTY OF THE WILLIAMSBURG COUNTY SOLID WASTE REDUCTION CENTER.
 DD3350'
 DD3350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 DD3350'HIGHWAYS 527 AND 261 IN KINGSTREE, GO NORTHEAST ON STATE HIGHWAY 261
 DD3350'FOR 9.2 KM (5.7 MI) TO A SIDE ROAD LEFT.  TURN LEFT ON S-45-456 AND
 DD3350'GO NORTH FOR 3.2 KM (2.0 MI) TO THE ENTRANCE TO THE WILLIAMSBURG
 DD3350'COUNTY SOLID WASTE REDUCTION CENTER.  TURN RIGHT, PASSING THROUGH THE
 DD3350'GATE, AND GO NORTHEAST ABOUT 100 FEET, TURN LEFT AND GO NORTHWEST FOR
 DD3350'0.08 KM (0.05 MI) PASSING JUST TO THE RIGHT OF THE TREES TO THE
 DD3350'STATION IN THE WEST CORNER OF THE PROPERTY.
 DD3350'
 DD3350'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3350'---045 011 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3350'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3350'22.86 METERS SE FROM THE THE NORTHEAST-SOUTHWEST FENCE, 17.92 METERS
 DD3350'NE FROM THE THE SOUTHEAST-NORTHWEST FENCE, 26.3 METERS NW FROM A 42
 DD3350'INCH DOUBLE TRUNK TREE, AND 17.89 METERS NE FROM A METAL WITNESS POST.
 DD3350'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3350'DISK STAMPED---045 011 1981---SET INTO AN IRREGULAR MASS OF
 DD3350'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3350'
 DD3350'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3350'DISK STAMPED---045 011 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3350'MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE THE GROUND LOCATED
 DD3350'0.54 METERS NE FROM THE THE SOUTHWEST-NORTHWEST FENCE, 19.35 METERS
 DD3350'SE FROM THE THE EAST FENCE CORNER, 31.70 METERS W FROM A 42 INCH TWIN
 DD3350'TRUNK TREE,  0.82 METERS E FROM A METAL WITNESS POST, AND IS LEVEL
 DD3350'WITH THE STATION.
 DD3350'
 DD3350'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3350'DISK STAMPED---045 011 RM 2 1981---SET INTO THE TOP OF A ROUND
 DD3350'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 DD3350'LOCATED  5.79 METERS SW FROM THE THE CENTER LINE OF ROAD
 DD3350'456,  4.97 METERS NNE FROM A UTILITY POLE N, 19.0 METERS SE FROM THE
 DD3350'THE CENTER OF THE DIRT ROAD ENTRANCE TO WASTE, FROM DISPOSAL S,  0.61
 DD3350'METERS ENE FROM A METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD3350'
 DD3350'TO REACH THE AZIMUTH MARK (RM 2) FROM THE STATION, GO WESTERLY ON
 DD3350'HIGHWAY 378 FOR 0.55 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3349 ***********************************************************************
 DD3349  DESIGNATION -  045 011 RM 2
 DD3349  PID         -  DD3349
 DD3349  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3349  USGS QUAD   -  KINGSTREE (1990)
 DD3349
 DD3349                         *CURRENT SURVEY CONTROL
 DD3349  ___________________________________________________________________
 DD3349* NAD 83(2001)-  33 42 57.85068(N)    079 45 08.24957(W)     ADJUSTED  
 DD3349* NAVD 88     -        22.9    (meters)      75.     (feet)  VERTCON   
 DD3349  ___________________________________________________________________
 DD3349  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DD3349  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DD3349
 DD3349  HORZ ORDER  -  SECOND
 DD3349
 DD3349.The horizontal coordinates were established by classical geodetic methods
 DD3349.and adjusted by the National Geodetic Survey in March 2004..
 DD3349
 DD3349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3349
 DD3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3349
 DD3349.The geoid height was determined by GEOID03.
 DD3349
 DD3349;                    North         East     Units Scale Factor Converg.
 DD3349;SPC SC       -   209,485.782   725,224.741   MT  0.99979399   +0 41 30.2
 DD3349;SPC SC       -   687,289.31  2,379,346.26   iFT  0.99979399   +0 41 30.2
 DD3349;UTM  17      - 3,731,373.857   615,608.650   MT  0.99976477   +0 41 33.5
 DD3349
 DD3349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3349!SPC SC       -   1.00000152  x   0.99979399  =   0.99979551
 DD3349!UTM  17      -   1.00000152  x   0.99976477  =   0.99976629
 DD3349
 DD3349                          SUPERSEDED SURVEY CONTROL
 DD3349
 DD3349  NAD 83(1986)-  33 42 57.85946(N)    079 45 08.25255(W) AD(       ) 2
 DD3349  NAD 27      -  33 42 57.26765(N)    079 45 09.00795(W) AD(       ) 2
 DD3349  NGVD 29 (07/19/86)   23.2    (m)           76.     (f) VERT ANG       
 DD3349
 DD3349.Superseded values are not recommended for survey control.
 DD3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3349.See file dsdata.txt to determine how the superseded data were derived.
 DD3349
 DD3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1560931374(NAD 83)
 DD3349_MARKER: DD = SURVEY DISK
 DD3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3349_SP_SET: CONCRETE POST
 DD3349_STAMPING: 045 011 RM 2 1981
 DD3349_MARK LOGO: SCGS  
 DD3349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3349+STABILITY: SURFACE MOTION
 DD3349
 DD3349  HISTORY     - Date     Condition        Report By
 DD3349  HISTORY     - 1981     MONUMENTED       SCGS
 DD3349  HISTORY     - 19930920 GOOD             SCGS
 DD3349
 DD3349                          STATION DESCRIPTION
 DD3349
 DD3349'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3349'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTHEAST OF KINGSTREE, 5.0
 DD3349'MILES (8.0 KM) SOUTHEAST OF CADES. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3349'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3349'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3349'HIGHWAYS 527, 261 AND U.S. HIGHWAY 52 IN KINGSTREE, GO NORTHEAST OF
 DD3349'HIGHWAY 261 FOR 5.7 MILES (9.2 KM) TO THE JUNCTION OF STATE ROAD 456,
 DD3349'TURN LEFT ON ROAD 456 FOR 1.85 TO THE STATION ON THE LEFT NEAR A
 DD3349'POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 5.8
 DD3349'METERS (19.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 5.0 METERS
 DD3349'(16.4 FT) NORTH NORTHEAST OF A POWER POLE, 19.0 METERS (62.3 FT)
 DD3349'SOUTHEAST OF THE CENTER OF A DIRT ROAD ENTRANCE TO WASTE DISPOSALS,
 DD3349'0.6 METER (2.0 FT) EAST NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3337 ***********************************************************************
 DD3337  DESIGNATION -  045 012
 DD3337  PID         -  DD3337
 DD3337  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3337  USGS QUAD   -  FOWLER (1990)
 DD3337
 DD3337                         *CURRENT SURVEY CONTROL
 DD3337  ___________________________________________________________________
 DD3337* NAD 83(2001)-  33 40 18.64806(N)    079 41 18.82322(W)     ADJUSTED  
 DD3337* NAVD 88     -        19.9    (meters)      65.     (feet)  VERTCON   
 DD3337  ___________________________________________________________________
 DD3337  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 DD3337  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DD3337
 DD3337  HORZ ORDER  -  SECOND
 DD3337
 DD3337.The horizontal coordinates were established by classical geodetic methods
 DD3337.and adjusted by the National Geodetic Survey in March 2004..
 DD3337
 DD3337.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3337
 DD3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3337
 DD3337.The geoid height was determined by GEOID03.
 DD3337
 DD3337;                    North         East     Units Scale Factor Converg.
 DD3337;SPC SC       -   204,655.239   731,192.456   MT  0.99979366   +0 43 37.4
 DD3337;SPC SC       -   671,441.07  2,398,925.38   iFT  0.99979366   +0 43 37.4
 DD3337;UTM  17      - 3,726,543.468   621,576.290   MT  0.99978222   +0 43 37.9
 DD3337
 DD3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3337!SPC SC       -   1.00000201  x   0.99979366  =   0.99979567
 DD3337!UTM  17      -   1.00000201  x   0.99978222  =   0.99978423
 DD3337
 DD3337|---------------------------------------------------------------------|
 DD3337| PID    Reference Object                     Distance      Geod. Az  |
 DD3337|                                                           dddmmss.s |
 DD3337| DD3733 045 012 RM 1                          9.774 METERS 19041     |
 DD3337| DD3338 045 012 AZ MK                       473.664 METERS 1913621.1 |
 DD3337|---------------------------------------------------------------------|
 DD3337
 DD3337                          SUPERSEDED SURVEY CONTROL
 DD3337
 DD3337  NAD 83(1986)-  33 40 18.65703(N)    079 41 18.82604(W) AD(       ) 2
 DD3337  NAD 27      -  33 40 18.06164(N)    079 41 19.59000(W) AD(       ) 2
 DD3337  NGVD 29 (07/19/86)   20.2    (m)           66.     (f) VERT ANG       
 DD3337
 DD3337.Superseded values are not recommended for survey control.
 DD3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3337.See file dsdata.txt to determine how the superseded data were derived.
 DD3337
 DD3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2157626543(NAD 83)
 DD3337_MARKER: DD = SURVEY DISK
 DD3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3337
 DD3337  HISTORY     - Date     Condition        Report By
 DD3337  HISTORY     - 1981     MONUMENTED       SCGS
 DD3337
 DD3337                          STATION DESCRIPTION
 DD3337
 DD3337'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3337'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST OF KINGSTREE,
 DD3337'ABOUT 15.3 KM (9.5 MI) SOUTHEAST OF CADES, ON THE RIGHT-OF-WAY OF
 DD3337'HIGHWAY S-45-116.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DD3337'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C. 29202,
 DD3337'TELEPHONE (803) 758-3414.
 DD3337'
 DD3337'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 24 AND S-45-116
 DD3337'ABOUT 12.0 KM (7.5 MI) EAST OF KINGSTREE, GO SOUTHERLY ON S-45-116
 DD3337'FOR 3.6 KM (2.25 MI) TO A HOUSE TRAILER ON THE LEFT EAST OF A POWER
 DD3337'POLE WITH A TRANSFORMER AND THE STATION ON LEFT.
 DD3337'
 DD3337'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3337'---045 012 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5
 DD3337'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.1 METERS ESE FROM
 DD3337'FROM APPROXIMATE CENTER OF HIGHWAY S-45-116, 11.9 METERS SW FROM
 DD3337'APPROXIMATE CENTER OF DIRT DRIVEWAY,  0.8 METERS W FROM A POWER POLE
 DD3337'WITH TRANSFORMER, AND  0.7 METERS W FROM A METAL WITNESS POST.
 DD3337'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3337'DISK STAMPED---045 012 1981---SET INTO AN IRREGULAR MASS OF
 DD3337'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD3337'
 DD3337'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3337'DISK STAMPED---RM 1 045 012 1981---SET INTO THE TOP OF A ROUND
 DD3337'CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3337'6.1 METERS ESE FROM APPROXIMATE CENTER OF HIGHWAY S-45-116, 21.6
 DD3337'METERS SW FROM APPROXIMATE CENTER OF A DIRT DRIVEWAY, 10.4
 DD3337'METERS SW FROM A POWER POLE WITH TRANSFORMER, 10.4 METERS SW FROM A
 DD3337'METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD3337'
 DD3337'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3337'STAMPED---AZ MK 045 012 1981---SET INTO THE TOP OF A ROUND
 DD3337'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3337'8.5 METERS WNW FROM APPROXIMATE CENTER OF HIGHWAY S-45-116,  1.2
 DD3337'METERS SSE FROM A METAL WITNESS POST,  1.6 METERS SSE FROM A POWER
 DD3337'POLE C122, AND 16.8 METERS W FROM A POWER POLE WITH A TRANSFORMER.
 DD3337'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH-SOUTHWEST
 DD3337'ON S-45-116 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT NEAR A
 DD3337'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3409 ***********************************************************************
 DD3409  DESIGNATION -  045 013
 DD3409  PID         -  DD3409
 DD3409  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3409  USGS QUAD   -  LAKE CITY WEST (1990)
 DD3409
 DD3409                         *CURRENT SURVEY CONTROL
 DD3409  ___________________________________________________________________
 DD3409* NAD 83(2001)-  33 49 29.72676(N)    079 46 19.22740(W)     ADJUSTED  
 DD3409* NAVD 88     -        21.624  (meters)      70.94   (feet)  ADJUSTED  
 DD3409  ___________________________________________________________________
 DD3409  X           -     941,822.614 (meters)                     COMP
 DD3409  Y           -  -5,219,796.570 (meters)                     COMP
 DD3409  Z           -   3,530,324.357 (meters)                     COMP
 DD3409  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DD3409  ELLIP HEIGHT-         -10.95  (meters)          (03/13/03) GPS OBS
 DD3409  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DD3409  DYNAMIC HT  -          21.602 (meters)      70.87  (feet)  COMP
 DD3409  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 DD3409
 DD3409  HORZ ORDER  -  FIRST
 DD3409  VERT ORDER  -  FIRST     CLASS II
 DD3409  ELLP ORDER  -  FOURTH    CLASS II
 DD3409
 DD3409.The horizontal coordinates were established by GPS observations
 DD3409.and adjusted by the National Geodetic Survey in March 2003..
 DD3409
 DD3409.The orthometric height was determined by differential leveling
 DD3409.and adjusted by the National Geodetic Survey in June 1994..
 DD3409
 DD3409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3409
 DD3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3409
 DD3409.The ellipsoidal height was determined by GPS observations
 DD3409.and is referenced to NAD 83.
 DD3409
 DD3409.The geoid height was determined by GEOID03.
 DD3409
 DD3409.The dynamic height is computed by dividing the NAVD 88
 DD3409.geopotential number by the normal gravity value computed on the
 DD3409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3409.degrees latitude (g = 980.6199 gals.).
 DD3409
 DD3409.The modeled gravity was interpolated from observed gravity values.
 DD3409
 DD3409;                    North         East     Units Scale Factor Converg.
 DD3409;SPC SC       -   221,534.522   723,254.314   MT  0.99979733   +0 40 50.9
 DD3409;SPC SC       -   726,819.30  2,372,881.61   iFT  0.99979733   +0 40 50.9
 DD3409;UTM  17      - 3,743,422.129   613,637.892   MT  0.99975919   +0 41 01.1
 DD3409
 DD3409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3409!SPC SC       -   1.00000172  x   0.99979733  =   0.99979905
 DD3409!UTM  17      -   1.00000172  x   0.99975919  =   0.99976091
 DD3409
 DD3409|---------------------------------------------------------------------|
 DD3409| PID    Reference Object                     Distance      Geod. Az  |
 DD3409|                                                           dddmmss.s |
 DD3409| DD3734 045 013 RM 1                          9.601 METERS 19353     |
 DD3409| DD3410 045 013 AZ MK                       498.803 METERS 2115154.3 |
 DD3409|---------------------------------------------------------------------|
 DD3409
 DD3409                          SUPERSEDED SURVEY CONTROL
 DD3409
 DD3409  NAD 83(1995)-  33 49 29.72687(N)    079 46 19.22743(W) AD(       ) 1
 DD3409  ELLIP H (12/20/99)  -10.96   (m)                       GP(       ) 4 1
 DD3409  NAD 83(1986)-  33 49 29.73710(N)    079 46 19.23014(W) AD(       ) 1
 DD3409  NAD 83(1986)-  33 49 29.73680(N)    079 46 19.23186(W) AD(       ) 2
 DD3409  NAD 27      -  33 49 29.15183(N)    079 46 19.98460(W) AD(       ) 2
 DD3409  NGVD 29 (07/19/86)   22.6    (m)           74.     (f) VERT ANG       
 DD3409
 DD3409.Superseded values are not recommended for survey control.
 DD3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3409.See file dsdata.txt to determine how the superseded data were derived.
 DD3409
 DD3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1363843422(NAD 83)
 DD3409_MARKER: DD = SURVEY DISK
 DD3409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3409_SP_SET: CONCRETE POST
 DD3409_STAMPING: HORZ 045 013 1981
 DD3409_MARK LOGO: SCGS  
 DD3409_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3409+STABILITY: SURFACE MOTION
 DD3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3409+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 DD3409
 DD3409  HISTORY     - Date     Condition        Report By
 DD3409  HISTORY     - 1981     MONUMENTED       SCGS
 DD3409  HISTORY     - 1981     GOOD             SCGS
 DD3409  HISTORY     - 19930517 GOOD             SCGS
 DD3409  HISTORY     - 19961113 GOOD             SCGS
 DD3409
 DD3409                          STATION DESCRIPTION
 DD3409
 DD3409'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 DD3409'S-45-28, DRIVE NORTH ON U.S. HIGHWAY 52 FOR 2.6 MI AND THE STATION ON
 DD3409'THE RIGHT.
 DD3409'
 DD3409'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3409'---045 013 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3409'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 31.4 METERS E FROM
 DD3409'APPROXIMATE CENTER OF HIGHWAY 52 NORTHBOUND LANE, 15.5 METERS SW FROM
 DD3409'A POWER LINE POLE, 41.9 METERS NE FROM A TELEPHONE POLE, AND  0.7
 DD3409'METERS W FROM A METAL WITNESS POST.
 DD3409'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3409'DISK STAMPED---045 013 1981---SET INTO AN IRREGULAR MASS OF
 DD3409'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3409'
 DD3409'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3409'DISK STAMPED---RM 1 045 013 1981---SET INTO THE TOP OF A ROUND
 DD3409'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3409'31.7 METERS E FROM APPROXIMATE CENTER OF HIGHWAY 52 NORTHBONND
 DD3409'LANE, 25.0 METERS SW FROM A POWER LINE POLE, 32.3 METERS NE FROM A
 DD3409'TELEPHONE POLE,  9.4 METERS SW FROM A METAL WITNESS POST, AND IS
 DD3409'LEVEL WITH THE STATION.
 DD3409'
 DD3409'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3409'STAMPED---AZ MK 045 013 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3409'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 25.6
 DD3409'METERS NW FROM APPROXIMATE CENTER OF HIGHWAY 52 SOUTHBOUND LANE,
 DD3409'11.1 METERS SW FROM APPROXIMATE CENTER OF HIGHWAY S-45-292,  1.8
 DD3409'METERS W FROM A POWER LINE POLE, AND  2.3 METERS W FROM A METAL
 DD3409'WITNESS POST.
 DD3409'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON
 DD3409'U.S. HIGHWAY 52 FOR 0.5 KM (0.3 MI) TO HIGHWAY
 DD3409'S-45-292 AND THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 DD3409
 DD3409                          STATION RECOVERY (1981)
 DD3409
 DD3409'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 DD3409'RECOVERED IN GOOD CONDITION.
 DD3409
 DD3409                          STATION RECOVERY (1993)
 DD3409
 DD3409'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3409'STATION IS LOCATED 2.6 MILES (4.2 KM) NORTH OF CADES.
 DD3409'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3409'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3409'JUNCTION OF STATE HIGHWAY 512, U.S. HIGHWAY 52 AND STATE ROAD 28 IN
 DD3409'CADES, GO NORTHEAST ON HIGHWAY 52 FOR 2.3 MILES (3.7 KM) TO THE
 DD3409'JUNCTION OF STATE ROAD 292, CONTINUE ON HIGHWAY 52 FOR 0.3 MILE
 DD3409'(0.5 KM) TO THE STATION ON THE RIGHT, ACROSS THE HIGHWAY FROM A BRICK
 DD3409'HOUSE NUMBER 329. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 DD3409'AND LEVEL WITH THE HIGHWAY, 102.4 FEET (31.2 M) EAST SOUTHEAST OF THE
 DD3409'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 31.2 FEET (9.5 M)
 DD3409'NORTH NORTHEAST OF SURVEY STATION 045 013 RM 1, 51.3 FEET (15.6 M)
 DD3409'SOUTH SOUTHWEST OF A POWER POLE WITH A GUY WIRE AND A SCGS REFERENCE
 DD3409'WASHER ATTACHED, 203.9 FEET (62.1 M) NORTH NORTHEAST OF A POWER LINE
 DD3409'STUB POLE T/AZ47 WITH A GUY WIRE, 236.8 FEET (72.2 M) NORTH NORTHEAST
 DD3409'OF A TELEPHONE JUNCTION BOX NUMBER 4200/8/4, 1.4 FEET (0.4 M) NORTH
 DD3409'NORTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
 DD3409
 DD3409                          STATION RECOVERY (1996)
 DD3409
 DD3409'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3409'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3734 ***********************************************************************
 DD3734  DESIGNATION -  045 013 RM 1
 DD3734  PID         -  DD3734
 DD3734  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3734  USGS QUAD   -  LAKE CITY WEST (1990)
 DD3734
 DD3734                         *CURRENT SURVEY CONTROL
 DD3734  ___________________________________________________________________
 DD3734* NAD 83(1986)-  33 49 30.     (N)    079 46 18.     (W)     SCALED    
 DD3734* NAVD 88     -        21.650  (meters)      71.03   (feet)  ADJUSTED  
 DD3734  ___________________________________________________________________
 DD3734  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DD3734  DYNAMIC HT  -          21.628 (meters)      70.96  (feet)  COMP
 DD3734  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 DD3734
 DD3734  VERT ORDER  -  FIRST     CLASS II
 DD3734
 DD3734.The horizontal coordinates were scaled from a topographic map and have
 DD3734.an estimated accuracy of +/- 6 seconds.
 DD3734
 DD3734.The orthometric height was determined by differential leveling
 DD3734.and adjusted by the National Geodetic Survey in June 1994..
 DD3734
 DD3734.The geoid height was determined by GEOID03.
 DD3734
 DD3734.The dynamic height is computed by dividing the NAVD 88
 DD3734.geopotential number by the normal gravity value computed on the
 DD3734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3734.degrees latitude (g = 980.6199 gals.).
 DD3734
 DD3734.The modeled gravity was interpolated from observed gravity values.
 DD3734
 DD3734;                    North         East    Units  Estimated Accuracy
 DD3734;SPC SC       -   221,540.      723,290.      MT  (+/- 180 meters Scaled)
 DD3734
 DD3734                          SUPERSEDED SURVEY CONTROL
 DD3734
 DD3734.No superseded survey control is available for this station.
 DD3734
 DD3734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT136434(NAD 83)
 DD3734_MARKER: DD = SURVEY DISK
 DD3734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3734_SP_SET: CONCRETE POST
 DD3734_STAMPING: RM 1 045 013 1981
 DD3734_MARK LOGO: SCGS  
 DD3734_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3734+STABILITY: SURFACE MOTION
 DD3734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3734+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 DD3734
 DD3734  HISTORY     - Date     Condition        Report By
 DD3734  HISTORY     - 1981     MONUMENTED       SCGS
 DD3734  HISTORY     - 19930517 GOOD             SCGS
 DD3734
 DD3734                          STATION DESCRIPTION
 DD3734
 DD3734'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3734'STATION IS LOCATED 2.6 MILES (4.2 KM) NORTH OF CADES.
 DD3734'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3734'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3734'JUNCTION OF STATE HIGHWAY 512, U.S. HIGHWAY 52 AND STATE ROAD 28 IN
 DD3734'CADES, GO NORTHEAST ON HIGHWAY 52 FOR 2.3 MILES (3.7 KM) TO THE
 DD3734'JUNCTION OF STATE ROAD 292, CONTINUE ON HIGHWAY 52 FOR 0.3 MILE
 DD3734'(0.5 KM) TO THE STATION ON THE RIGHT, ACROSS THE HIGHWAY FROM A BRICK
 DD3734'HOUSE NUMBER 329. STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 DD3734'(6.1 CM) AND 2.5 FEET (0.8 M) BELOW THE HIGHWAY, 104.1 FEET (31.7 M)
 DD3734'EAST SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD3734'82.6 FEET (25.2 M) SOUTH SOUTHWEST OF A POWER POLE WITH A GUY WIRE
 DD3734'AND A SCGS REFERENCE WASHER ATTACHED, 152.6 FEET (46.5 M) NORTH
 DD3734'NORTHEAST OF A POWER LINE STUB POLE T/AZ47 WITH A GUY WIRE, 185.5
 DD3734'FEET (56.5 M) NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER
 DD3734'4200/8/4, 31.2 FEET (9.5 M) SOUTH SOUTHWEST OF SURVEY STATION 045
 DD3734'013, 1.4 FEET (0.4 M) NORTH NORTHEAST OF A WITNESS POST. RECOVERED BY
 DD3734'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3413 ***********************************************************************
 DD3413  DESIGNATION -  045 014
 DD3413  PID         -  DD3413
 DD3413  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3413  USGS QUAD   -  LAKE CITY WEST (1990)
 DD3413
 DD3413                         *CURRENT SURVEY CONTROL
 DD3413  ___________________________________________________________________
 DD3413* NAD 83(2001)-  33 46 06.32958(N)    079 48 14.67010(W)     ADJUSTED  
 DD3413* NAVD 88     -        20.9    (meters)      69.     (feet)  VERTCON   
 DD3413  ___________________________________________________________________
 DD3413  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DD3413  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DD3413
 DD3413  HORZ ORDER  -  SECOND
 DD3413
 DD3413.The horizontal coordinates were established by classical geodetic methods
 DD3413.and adjusted by the National Geodetic Survey in March 2004..
 DD3413
 DD3413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3413
 DD3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3413
 DD3413.The geoid height was determined by GEOID03.
 DD3413
 DD3413;                    North         East     Units Scale Factor Converg.
 DD3413;SPC SC       -   215,234.593   720,359.017   MT  0.99979515   +0 39 46.9
 DD3413;SPC SC       -   706,150.24  2,363,382.60   iFT  0.99979515   +0 39 46.9
 DD3413;UTM  17      - 3,737,122.342   610,742.968   MT  0.99975119   +0 39 53.3
 DD3413
 DD3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3413!SPC SC       -   1.00000182  x   0.99979515  =   0.99979697
 DD3413!UTM  17      -   1.00000182  x   0.99975119  =   0.99975301
 DD3413
 DD3413:                Primary Azimuth Mark                     Grid Az
 DD3413:SPC SC       -  045 014 AZ MK                            182 14 35.6
 DD3413:UTM  17      -  045 014 AZ MK                            182 14 29.2
 DD3413
 DD3413|---------------------------------------------------------------------|
 DD3413| PID    Reference Object                     Distance      Geod. Az  |
 DD3413|                                                           dddmmss.s |
 DD3413| DD3414 045 014 AZ MK                       APPROX. 1.5 KM 1825422.5 |
 DD3413| DD3735 045 014 RM 1                         10.354 METERS 19046     |
 DD3413|---------------------------------------------------------------------|
 DD3413
 DD3413                          SUPERSEDED SURVEY CONTROL
 DD3413
 DD3413  NAD 83(1986)-  33 46 06.33902(N)    079 48 14.67409(W) AD(       ) 2
 DD3413  NAD 27      -  33 46 05.74986(N)    079 48 15.42549(W) AD(       ) 2
 DD3413  NGVD 29 (07/19/86)   21.2    (m)           70.     (f) VERT ANG       
 DD3413
 DD3413.Superseded values are not recommended for survey control.
 DD3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3413.See file dsdata.txt to determine how the superseded data were derived.
 DD3413
 DD3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1074337122(NAD 83)
 DD3413_MARKER: DD = SURVEY DISK
 DD3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3413_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3413
 DD3413  HISTORY     - Date     Condition        Report By
 DD3413  HISTORY     - 1981     MONUMENTED       SCGS
 DD3413
 DD3413                          STATION DESCRIPTION
 DD3413
 DD3413'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3413'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 52 AND S-45-28, GO
 DD3413'SOUTH ON HIGHWAY 52 FOR 1.8 MILE TO A CROSSOVER ON THE LEFT AND A
 DD3413'DRIVEWAY TO FIELD AND OLD HOUSE ON RIGHT AND STATION IN THE MEDIAN.
 DD3413'
 DD3413'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3413'---HORZ 045 014 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DD3413'12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 32.5 FEET  E FROM
 DD3413'FROM APPROXIMATE CENTER OF HIGHWAY 52 NORTHBOUND LANE, 28.5 FEET  W
 DD3413'FROM  FROM APPROXIMATE CENTER OF HIGHWAY 52 SOUTHBOUND LANE, 31.5
 DD3413'FEET  SW FROM  FROM APPROXIMATE CENTER OF CROSSOVER, AND  3.4 FEET  W
 DD3413'FROM  OF A METAL WITNESS POST.
 DD3413'
 DD3413'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3413'DISK STAMPED---RM 1 045 014 1981---SET INTO THE TOP OF A ROUND
 DD3413'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3413'31.0 FEET  E FROM  FROM APPROXIMATE CENTER OF HIGHWAY 52 NORTHBOUND
 DD3413'LANE, 29.2 FEET  W FROM  FROM APPROXIMATE CENTER OF HIGHWAY 52
 DD3413'SOUTHBOUND LANE, 66.0 FEET  SW FROM  FROM APPROXIMATE CENTER OF
 DD3413'CROSSOVER, AND 37.2 FEET FROM  OF A METAL WITNESS POST.
 DD3413'
 DD3413'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3413'STAMPED---AZ MK 045 014 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3413'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 57.0
 DD3413'FEET  E FROM  FROM APPROXIMATE CENTER OF HIGHWAY 52 NORTHBOUND LANE,
 DD3413'5.2 FEET  NW FROM  OF A POWER LINE POLE NUMBER 153,  8.0 FEET  NE
 DD3413'FROM  OF A TELEPHONE POLE NUMBER A117, AND  4.4 FEET  NW FROM  OF A
 DD3413'METAL WITNESS POST.
 DD3413'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON
 DD3413'HIGHWAY 52 FOR 0.9 MILE TO THE MARK ON THE EAST SIDE OF HIGHWAY 52
 DD3413'AND THE JUNCTION OF HIGHWAY S-45-44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3414 ***********************************************************************
 DD3414  DESIGNATION -  045 014 AZ MK
 DD3414  PID         -  DD3414
 DD3414  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3414  USGS QUAD   -  LAKE CITY WEST (1990)
 DD3414
 DD3414                         *CURRENT SURVEY CONTROL
 DD3414  ___________________________________________________________________
 DD3414* NAD 83(2001)-  33 45 17.65448(N)    079 48 17.62846(W)     ADJUSTED  
 DD3414* NAVD 88     -        19.9    (meters)      65.     (feet)  VERTCON   
 DD3414  ___________________________________________________________________
 DD3414  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DD3414  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DD3414
 DD3414  HORZ ORDER  -  SECOND
 DD3414
 DD3414.The horizontal coordinates were established by classical geodetic methods
 DD3414.and adjusted by the National Geodetic Survey in March 2004..
 DD3414
 DD3414.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3414
 DD3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3414
 DD3414.The geoid height was determined by GEOID03.
 DD3414
 DD3414;                    North         East     Units Scale Factor Converg.
 DD3414;SPC SC       -   213,734.413   720,300.252   MT  0.99979477   +0 39 45.2
 DD3414;SPC SC       -   701,228.39  2,363,189.80   iFT  0.99979477   +0 39 45.2
 DD3414;UTM  17      - 3,735,622.225   610,684.249   MT  0.99975103   +0 39 50.8
 DD3414
 DD3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3414!SPC SC       -   1.00000198  x   0.99979477  =   0.99979675
 DD3414!UTM  17      -   1.00000198  x   0.99975103  =   0.99975301
 DD3414
 DD3414                          SUPERSEDED SURVEY CONTROL
 DD3414
 DD3414  NAD 83(1986)-  33 45 17.66392(N)    079 48 17.63242(W) AD(       ) 2
 DD3414  NAD 27      -  33 45 17.07358(N)    079 48 18.38423(W) AD(       ) 2
 DD3414  NGVD 29 (07/19/86)   20.2    (m)           66.     (f) VERT ANG       
 DD3414
 DD3414.Superseded values are not recommended for survey control.
 DD3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3414.See file dsdata.txt to determine how the superseded data were derived.
 DD3414
 DD3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1068435622(NAD 83)
 DD3414_MARKER: DD = SURVEY DISK
 DD3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3414_SP_SET: CONCRETE POST
 DD3414_STAMPING: AZ MK 045 014 1981
 DD3414_MARK LOGO: SCGS  
 DD3414_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3414+STABILITY: SURFACE MOTION
 DD3414
 DD3414  HISTORY     - Date     Condition        Report By
 DD3414  HISTORY     - 1981     MONUMENTED       SCGS
 DD3414  HISTORY     - 19930920 GOOD             SCGS
 DD3414
 DD3414                          STATION DESCRIPTION
 DD3414
 DD3414'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3414'STATION IS LOCATED 2.7 MILES (4.3 KM) SOUTH SOUTHWEST OF CADES, 6.4
 DD3414'MILES (10.3 KM) NORTH NORTHEAST OF KINGSTREE. OWNERSHIP--SCDOT,
 DD3414'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3414'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3414'52, STATE HIGHWAY 512 AND STATE ROAD 28 IN CADES, GO SOUTH SOUTHWEST
 DD3414'ON HIGHWAY 52 FOR 2.7 MILES (4.3 KM) TO THE STATION NEAR A POWER POLE
 DD3414'ON THE EAST SIDE OF HIGHWAY 52 AT THE JUNCTION OF STATE ROAD 44.
 DD3414'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 57.0 FEET (17.4 M)
 DD3414'EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.2 FEET
 DD3414'(1.6 M) NORTHWEST OF THE POWER POLE NUMBER 153, 8.0 FEET (2.4 M)
 DD3414'NORTHEAST OF A TELEPHONE POLE A117, 4.4 FEET (1.3 M) NORTHWEST OF A
 DD3414'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3336 ***********************************************************************
 DD3336  DESIGNATION -  045 015
 DD3336  PID         -  DD3336
 DD3336  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3336  USGS QUAD   -  FOWLER (1990)
 DD3336
 DD3336                         *CURRENT SURVEY CONTROL
 DD3336  ___________________________________________________________________
 DD3336* NAD 83(2001)-  33 42 20.15061(N)    079 40 10.21602(W)     ADJUSTED  
 DD3336* NAVD 88     -        18.7    (meters)      61.     (feet)  VERTCON   
 DD3336  ___________________________________________________________________
 DD3336  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DD3336  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DD3336
 DD3336  HORZ ORDER  -  SECOND
 DD3336
 DD3336.The horizontal coordinates were established by classical geodetic methods
 DD3336.and adjusted by the National Geodetic Survey in March 2004..
 DD3336
 DD3336.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3336
 DD3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3336
 DD3336.The geoid height was determined by GEOID03.
 DD3336
 DD3336;                    North         East     Units Scale Factor Converg.
 DD3336;SPC SC       -   208,420.261   732,911.134   MT  0.99979386   +0 44 15.5
 DD3336;SPC SC       -   683,793.51  2,404,564.09   iFT  0.99979386   +0 44 15.5
 DD3336;UTM  17      - 3,730,308.470   623,294.922   MT  0.99978741   +0 44 18.3
 DD3336
 DD3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3336!SPC SC       -   1.00000220  x   0.99979386  =   0.99979606
 DD3336!UTM  17      -   1.00000220  x   0.99978741  =   0.99978961
 DD3336
 DD3336:                Primary Azimuth Mark                     Grid Az
 DD3336:SPC SC       -  045 015 AZ MK                            037 48 35.6
 DD3336:UTM  17      -  045 015 AZ MK                            037 48 32.8
 DD3336
 DD3336|---------------------------------------------------------------------|
 DD3336| PID    Reference Object                     Distance      Geod. Az  |
 DD3336|                                                           dddmmss.s |
 DD3336| DD3335 045 015 AZ MK                       APPROX. 1.4 KM 0383251.1 |
 DD3336| DD3736 045 015 RM 1                         10.172 METERS 25915     |
 DD3336|---------------------------------------------------------------------|
 DD3336
 DD3336                          SUPERSEDED SURVEY CONTROL
 DD3336
 DD3336  NAD 83(1986)-  33 42 20.15947(N)    079 40 10.21942(W) AD(       ) 2
 DD3336  NAD 27      -  33 42 19.56076(N)    079 40 10.98228(W) AD(       ) 2
 DD3336  NGVD 29 (07/19/86)   19.0    (m)           62.     (f) VERT ANG       
 DD3336
 DD3336.Superseded values are not recommended for survey control.
 DD3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3336.See file dsdata.txt to determine how the superseded data were derived.
 DD3336
 DD3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2329530308(NAD 83)
 DD3336_MARKER: DD = SURVEY DISK
 DD3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3336
 DD3336  HISTORY     - Date     Condition        Report By
 DD3336  HISTORY     - 1981     MONUMENTED       SCGS
 DD3336  HISTORY     - 20060802 MARK NOT FOUND   SCGS
 DD3336
 DD3336                          STATION DESCRIPTION
 DD3336
 DD3336'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3336'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF
 DD3336'KINGSTREE AND IN A TRIANGLE FORMED BY STATE HIGHWAY 261, COUNTY
 DD3336'HIGHWAY S-45-24, AND A CULTIVATED FIELD.  THE STATION IS AT THE
 DD3336'NORTHEAST EDGE OF A GRASSY AREA.
 DD3336'
 DD3336'TO REACH THE STATION FROM THE EAST EDGE OF KINGSTREE AT THE JUNCTION
 DD3336'OF HIGHWAYS 261 AND 377, GO EAST ON HIGHWAY 261 FOR 9.4 MILES TO THE
 DD3336'JUNCTION OF STATE ROAD S-45-024 AND THE STATION AHEAD AT THE EAST
 DD3336'EAST OF A GRASSY TRIANGLE FORMED BY HIGHWAY 261, ROAD S-45-24, AND
 DD3336'A CULTIVATED FIELD.
 DD3336'
 DD3336'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3336'---045 015 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3336'INCHES IN DIAMETER RECESSED 2 INCHES BELOW THE GROUND LOCATED 25.4
 DD3336'METERS S FROM THE CENTER OF HIGHWAY 261, 31.4 METERS N FROM THE POWER
 DD3336'LINE POLE NO 206, 21.8 METERS N FROM THE CENTER OF HIGHWAY S-45-24,
 DD3336'13.4 METERS SE FROM A 30 INCH OAK TREE, AND  2.9 METERS SSE FROM A
 DD3336'METAL WITNESS POST.
 DD3336'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3336'DISK STAMPED---045 015 1981---SET INTO AN IRREGULAR MASS OF
 DD3336'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3336'
 DD3336'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3336'DISK STAMPED---045 015 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3336'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3336'7.0 METERS S FROM A 30 INCH LIVE OAK TREE, 21.0 METERS S FROM THE
 DD3336'CENTER STATE HIGHWAY 261, 21.6 METERS N FROM THE CENTER OF HIGHWAY
 DD3336'S-45-24,  8.6 METERS N FROM A METAL WITNESS POST, AND IS LEVEL WITH
 DD3336'THE STATION.
 DD3336'
 DD3336'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3336'STAMPED---045 015 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3336'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.5
 DD3336'METERS SE FROM THE CENTER LINE OF HIGHWAY 261,  2.4 METERS NE FROM
 DD3336'THE POWER LINE POLE 224,  2.5 METERS NE FROM A METAL WITNESS POST,
 DD3336'AND  7.1 METERS SE FROM THE THE SOUTH EDGE OF PAVEMENT OF HIGHWAY.
 DD3336'TO REACH THE AZIMUTH MARK FROM STATION, NORTHEASTERLY ON STATE
 DD3336'HIGHWAY 261 FOR 0.85 MILE TO THE MARK ON THE RIGHT.
 DD3336
 DD3336                          STATION RECOVERY (2006)
 DD3336
 DD3336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3336'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3336'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 DD3336'RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3335 ***********************************************************************
 DD3335  DESIGNATION -  045 015 AZ MK
 DD3335  PID         -  DD3335
 DD3335  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3335  USGS QUAD   -  FOWLER (1990)
 DD3335
 DD3335                         *CURRENT SURVEY CONTROL
 DD3335  ___________________________________________________________________
 DD3335* NAD 83(2001)-  33 42 54.75463(N)    079 39 37.22139(W)     ADJUSTED  
 DD3335* NAVD 88     -        16.6    (meters)      54.     (feet)  VERTCON   
 DD3335  ___________________________________________________________________
 DD3335  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DD3335  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DD3335
 DD3335  HORZ ORDER  -  SECOND
 DD3335
 DD3335.The horizontal coordinates were established by classical geodetic methods
 DD3335.and adjusted by the National Geodetic Survey in March 2004..
 DD3335
 DD3335.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3335
 DD3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3335
 DD3335.The geoid height was determined by GEOID03.
 DD3335
 DD3335;                    North         East     Units Scale Factor Converg.
 DD3335;SPC SC       -   209,497.086   733,746.703   MT  0.99979398   +0 44 33.7
 DD3335;SPC SC       -   687,326.40  2,407,305.46   iFT  0.99979398   +0 44 33.7
 DD3335;UTM  17      - 3,731,385.303   624,130.470   MT  0.99978995   +0 44 37.3
 DD3335
 DD3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3335!SPC SC       -   1.00000254  x   0.99979398  =   0.99979652
 DD3335!UTM  17      -   1.00000254  x   0.99978995  =   0.99979249
 DD3335
 DD3335                          SUPERSEDED SURVEY CONTROL
 DD3335
 DD3335  NAD 83(1986)-  33 42 54.76365(N)    079 39 37.22502(W) AD(       ) 2
 DD3335  NAD 27      -  33 42 54.16482(N)    079 39 37.98739(W) AD(       ) 2
 DD3335  NGVD 29 (07/19/86)   16.9    (m)           55.     (f) VERT ANG       
 DD3335
 DD3335.Superseded values are not recommended for survey control.
 DD3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3335.See file dsdata.txt to determine how the superseded data were derived.
 DD3335
 DD3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2413031385(NAD 83)
 DD3335_MARKER: DD = SURVEY DISK
 DD3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3335_SP_SET: CONCRETE POST
 DD3335_STAMPING: 045 015 AZ MK 1981
 DD3335_MARK LOGO: SCGS  
 DD3335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3335+STABILITY: SURFACE MOTION
 DD3335
 DD3335  HISTORY     - Date     Condition        Report By
 DD3335  HISTORY     - 1981     MONUMENTED       SCGS
 DD3335  HISTORY     - 19930920 GOOD             SCGS
 DD3335  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 DD3335
 DD3335                          STATION DESCRIPTION
 DD3335
 DD3335'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3335'STATION IS LOCATED 9.0 MILES (14.5 KM) WEST SOUTHWEST OF STUCKEY, 10.0
 DD3335'MILES (16.1 KM) EAST NORTHEAST OF KINGSTREE. OWNERSHIP--SCDOT,
 DD3335'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3335'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3335'HIGHWAYS 512 AND 261, 4.6 MILES (7.4 KM) WEST OF STUCKEY, GO WEST ON
 DD3335'HIGHWAY 261 FOR 4.35 MILES (7.00 KM) TO THE STATION ON THE LEFT NEAR
 DD3335'A POWER POLE NUMBER 224, 0.85 MILE (1.37 KM) NORTHEAST OF THE
 DD3335'JUNCTION OF STATE ROAD 24. STATION IS A CONCRETE POST FLUSH WITH THE
 DD3335'GROUND, 10.5 METERS (34.4 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 DD3335'2.4 METERS (7.9 FT) NORTHEAST OF THE POWER POLE, 2.5 METERS (8.2 FT)
 DD3335'NORTHEAST OF A WITNESS POST, 7.1 METERS (23.3 FT) SOUTHEAST OF THE
 DD3335'SOUTH EDGE OF PAVEMENT OF THE HIGHWAY.
 DD3335
 DD3335                          STATION RECOVERY (2002)
 DD3335
 DD3335'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD3335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3415 ***********************************************************************
 DD3415  DESIGNATION -  045 016
 DD3415  PID         -  DD3415
 DD3415  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3415  USGS QUAD   -  LAKE CITY WEST (1990)
 DD3415
 DD3415                         *CURRENT SURVEY CONTROL
 DD3415  ___________________________________________________________________
 DD3415* NAD 83(2001)-  33 47 46.72460(N)    079 48 34.23515(W)     ADJUSTED  
 DD3415* NAVD 88     -        23.0    (meters)      75.     (feet)  VERTCON   
 DD3415  ___________________________________________________________________
 DD3415  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DD3415  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DD3415
 DD3415  HORZ ORDER  -  SECOND
 DD3415
 DD3415.The horizontal coordinates were established by classical geodetic methods
 DD3415.and adjusted by the National Geodetic Survey in March 2004..
 DD3415
 DD3415.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3415
 DD3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3415
 DD3415.The geoid height was determined by GEOID03.
 DD3415
 DD3415;                    North         East     Units Scale Factor Converg.
 DD3415;SPC SC       -   218,321.184   719,820.084   MT  0.99979610   +0 39 36.0
 DD3415;SPC SC       -   716,276.85  2,361,614.45   iFT  0.99979610   +0 39 36.0
 DD3415;UTM  17      - 3,740,208.774   610,203.951   MT  0.99974972   +0 39 44.2
 DD3415
 DD3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3415!SPC SC       -   1.00000149  x   0.99979610  =   0.99979759
 DD3415!UTM  17      -   1.00000149  x   0.99974972  =   0.99975121
 DD3415
 DD3415|---------------------------------------------------------------------|
 DD3415| PID    Reference Object                     Distance      Geod. Az  |
 DD3415|                                                           dddmmss.s |
 DD3415| DD3416 045 016 RM 2                        329.479 METERS 27609     |
 DD3415| DD3737 045 016 RM 1                          9.592 METERS 28819     |
 DD3415|---------------------------------------------------------------------|
 DD3415
 DD3415                          SUPERSEDED SURVEY CONTROL
 DD3415
 DD3415  NAD 83(1986)-  33 47 46.73401(N)    079 48 34.23918(W) AD(       ) 2
 DD3415  NAD 27      -  33 47 46.14745(N)    079 48 34.98901(W) AD(       ) 2
 DD3415  NGVD 29 (07/19/86)   23.3    (m)           76.     (f) VERT ANG       
 DD3415
 DD3415.Superseded values are not recommended for survey control.
 DD3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3415.See file dsdata.txt to determine how the superseded data were derived.
 DD3415
 DD3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1020440209(NAD 83)
 DD3415_MARKER: DD = SURVEY DISK
 DD3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3415
 DD3415  HISTORY     - Date     Condition        Report By
 DD3415  HISTORY     - 1981     MONUMENTED       SCGS
 DD3415
 DD3415                          STATION DESCRIPTION
 DD3415
 DD3415'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3415'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH-SOUTHEAST OF LAKE
 DD3415'CITY, ABOUT 15.3 KM (9.5 MI) NORTH-NORTHWEST OF KINGSTREE, ABOUT 1.6
 DD3415'KM (1.0 MI) WEST OF U.S. HIGHWAY 52 ON THE RIGHT-OF-WAY OF HIGHWAY
 DD3415'S-45-28.  CONTACT--  MR. GEORGE WEATHERS, PREENGINEER, P.O. BOX 191,
 DD3415'COLUMBIA, S.C. 29202, TELEPHONE (803) 758-3414.
 DD3415'
 DD3415'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND S-45-28
 DD3415'IN CADES, GO WEST ON S-45-28 FOR 1.0 MILE TO THE STATION ON THE LEFT
 DD3415'ACROSS THE ROAD FROM A PINK CONCRETE BLOCK HOUSE.
 DD3415'
 DD3415'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3415'---045 016 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3415'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.0 METERS SW FROM
 DD3415'APPROXIMATE CENTER OF HIGHWAY S-45-28,  1.4 METERS WNW FROM A METAL
 DD3415'WITNESS POST, 29.0 METERS W FROM APPROXIMATE CENTER OF ASPHALT
 DD3415'DRIVEWAY TO PINK, FROM HOUSE (BLOCK), AND 32.6 METERS W FROM THE
 DD3415'POWER LINE POLE WITH TRANSFORMER.
 DD3415'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3415'DISK STAMPED---045 016 1981---SET INTO AN IRREGULAR MASS OF
 DD3415'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3415'
 DD3415'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3415'DISK STAMPED---RM 1 045 016 1981---SET INTO THE TOP OF A ROUND
 DD3415'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3415'9.1 METERS SW FROM APPROXIMATE CENTER OF HIGHWAY S-45-28, 11.0
 DD3415'METERS NW FROM A METAL WITNESS POST, 41.1 METERS W FROM
 DD3415'APPROXIMATE CENTER OF AN ASPHALT DRIVEWAY TO PINK, FROM BLOCK HOUSE,
 DD3415'37.2 METERS W FROM A POWER LINE POLE WITH A TRANSFORMER, AND IS LEVEL
 DD3415'WITH THE STATION.
 DD3415'
 DD3415'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3415'DISK STAMPED---RM 2 045 016 1981---SET INTO THE TOP OF A ROUND
 DD3415'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3415'12.5 METERS NE FROM APPROXIMATE CENTER OF HIGHWAY S-45-28,  8.8
 DD3415'METERS ESE FROM APPROXIMATE CENTER OF DIRT DRIVEWAY,  1.1 METERS
 DD3415'SE FROM A POWER LINE POLE WITH TRANSFORMER,  1.1 METERS SE FROM A
 DD3415'METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD3415'
 DD3415'TO REACH THE AZIMUTH MARK FROM THE STATION MARK,
 DD3415'GO WEST ON S-45-28 FOR 0.3 KM (0.2 MI) TO THE MARK ON THE RIGHT NEAR
 DD3415'A POWER LINE POLE WITH A TRANSFORMER AND A DRIVEWAY ENTRANCE TO A
 DD3415'TRAILER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3416 ***********************************************************************
 DD3416  DESIGNATION -  045 016 RM 2
 DD3416  PID         -  DD3416
 DD3416  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3416  USGS QUAD   -  LAKE CITY WEST (1990)
 DD3416
 DD3416                         *CURRENT SURVEY CONTROL
 DD3416  ___________________________________________________________________
 DD3416* NAD 83(2001)-  33 47 47.87003(N)    079 48 46.96997(W)     ADJUSTED  
 DD3416* NAVD 88     -        22.9    (meters)      75.     (feet)  VERTCON   
 DD3416  ___________________________________________________________________
 DD3416  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DD3416  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DD3416
 DD3416  HORZ ORDER  -  SECOND
 DD3416
 DD3416.The horizontal coordinates were established by classical geodetic methods
 DD3416.and adjusted by the National Geodetic Survey in March 2004..
 DD3416
 DD3416.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3416
 DD3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3416
 DD3416.The geoid height was determined by GEOID03.
 DD3416
 DD3416;                    North         East     Units Scale Factor Converg.
 DD3416;SPC SC       -   218,352.699   719,492.183   MT  0.99979611   +0 39 29.0
 DD3416;SPC SC       -   716,380.25  2,360,538.66   iFT  0.99979611   +0 39 29.0
 DD3416;UTM  17      - 3,740,240.275   609,876.064   MT  0.99974883   +0 39 37.1
 DD3416
 DD3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3416!SPC SC       -   1.00000151  x   0.99979611  =   0.99979762
 DD3416!UTM  17      -   1.00000151  x   0.99974883  =   0.99975034
 DD3416
 DD3416                          SUPERSEDED SURVEY CONTROL
 DD3416
 DD3416  NAD 83(1986)-  33 47 47.87944(N)    079 48 46.97399(W) AD(       ) 2
 DD3416  NAD 27      -  33 47 47.29299(N)    079 48 47.72345(W) AD(       ) 2
 DD3416  NGVD 29 (07/19/86)   23.2    (m)           76.     (f) VERT ANG       
 DD3416
 DD3416.Superseded values are not recommended for survey control.
 DD3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3416.See file dsdata.txt to determine how the superseded data were derived.
 DD3416
 DD3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0987640240(NAD 83)
 DD3416_MARKER: DD = SURVEY DISK
 DD3416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3416_SP_SET: CONCRETE POST
 DD3416_STAMPING: RM 2 045 016 1981
 DD3416_MARK LOGO: SCGS  
 DD3416_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3416+STABILITY: SURFACE MOTION
 DD3416
 DD3416  HISTORY     - Date     Condition        Report By
 DD3416  HISTORY     - 1981     MONUMENTED       SCGS
 DD3416  HISTORY     - 19930920 GOOD             SCGS
 DD3416
 DD3416                          STATION DESCRIPTION
 DD3416
 DD3416'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3416'STATION IS LOCATED 1.2 MILES (1.9 KM) WEST NORTHWEST OF CADES.
 DD3416'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3416'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3416'JUNCTION OF U.S. HIGHWAY 52, STATE HIGHWAY 512 AND STATE ROAD 28 IN
 DD3416'CADES, GO WEST ON ROAD 28 FOR 1.2 MILES (1.9 KM) TO THE STATION ON
 DD3416'THE RIGHT NEAR A POWER POLE WITH A TRANSFORMER AND A DRIVEWAY
 DD3416'ENTRANCE TO A TRAILER. STATION IS A CONCRETE POST FLUSH WITH THE
 DD3416'GROUND, 12.5 METERS (41.0 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 DD3416'8.8 METERS (28.9 FT) EAST SOUTHEAST OF THE CENTER OF THE DIRT
 DD3416'DRIVEWAY, 1.1 METERS (3.6 FT) SOUTHEAST OF THE POWER POLE, 1.1 METERS
 DD3416'(3.6 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2155 ***********************************************************************
 DD2155  DESIGNATION -  045 018
 DD2155  PID         -  DD2155
 DD2155  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2155  USGS QUAD   -  RHEMS (1973)
 DD2155
 DD2155                         *CURRENT SURVEY CONTROL
 DD2155  ___________________________________________________________________
 DD2155* NAD 83(2001)-  33 35 47.86995(N)    079 26 33.00542(W)     ADJUSTED  
 DD2155* NAVD 88     -         8.902  (meters)      29.21   (feet)  ADJUSTED  
 DD2155  ___________________________________________________________________
 DD2155  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 DD2155  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD2155  DYNAMIC HT  -           8.893 (meters)      29.18  (feet)  COMP
 DD2155  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 DD2155
 DD2155  HORZ ORDER  -  SECOND
 DD2155  VERT ORDER  -  FIRST     CLASS II
 DD2155
 DD2155.The horizontal coordinates were established by classical geodetic methods
 DD2155.and adjusted by the National Geodetic Survey in March 2004..
 DD2155
 DD2155.The orthometric height was determined by differential leveling
 DD2155.and adjusted by the National Geodetic Survey in June 1991..
 DD2155
 DD2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2155
 DD2155.The geoid height was determined by GEOID03.
 DD2155
 DD2155.The dynamic height is computed by dividing the NAVD 88
 DD2155.geopotential number by the normal gravity value computed on the
 DD2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2155.degrees latitude (g = 980.6199 gals.).
 DD2155
 DD2155.The modeled gravity was interpolated from observed gravity values.
 DD2155
 DD2155;                    North         East     Units Scale Factor Converg.
 DD2155;SPC SC       -   196,631.904   754,130.528   MT  0.99979446   +0 51 48.5
 DD2155;SPC SC       -   645,117.80  2,474,181.52   iFT  0.99979446   +0 51 48.5
 DD2155;UTM  17      - 3,718,519.679   644,514.843   MT  0.99985747   +0 51 43.1
 DD2155
 DD2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2155!SPC SC       -   1.00000388  x   0.99979446  =   0.99979834
 DD2155!UTM  17      -   1.00000388  x   0.99985747  =   0.99986135
 DD2155
 DD2155|---------------------------------------------------------------------|
 DD2155| PID    Reference Object                     Distance      Geod. Az  |
 DD2155|                                                           dddmmss.s |
 DD2155| DD2156 045 018 RM 1                          9.717 METERS 08745     |
 DD2155| DD2157 045 018 AZ MK                       APPROX. 0.5 KM 1624223.0 |
 DD2155|---------------------------------------------------------------------|
 DD2155
 DD2155                          SUPERSEDED SURVEY CONTROL
 DD2155
 DD2155  NAD 83(1986)-  33 35 47.87888(N)    079 26 33.00833(W) AD(       ) 2
 DD2155  NAD 27      -  33 35 47.27802(N)    079 26 33.80135(W) AD(       ) 2
 DD2155  NGVD 29 (03/21/89)    9.207  (m)           30.21   (f) ADJUSTED    1 2
 DD2155
 DD2155.Superseded values are not recommended for survey control.
 DD2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2155.See file dsdata.txt to determine how the superseded data were derived.
 DD2155
 DD2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4451518520(NAD 83)
 DD2155_MARKER: DD = SURVEY DISK
 DD2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2155_SP_SET: CONCRETE POST
 DD2155_STAMPING: HORZ 045 018 1981
 DD2155_MARK LOGO: SCGS  
 DD2155_PROJECTION: PROJECTING 1 CENTIMETERS
 DD2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2155+STABILITY: SURFACE MOTION
 DD2155
 DD2155  HISTORY     - Date     Condition        Report By
 DD2155  HISTORY     - 1982     MONUMENTED       SCGS
 DD2155  HISTORY     - 1987     GOOD             SCGS
 DD2155  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2155
 DD2155                          STATION DESCRIPTION
 DD2155
 DD2155'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD2155'THE STATION IS LOCATED 11 MILES SOUTH OF HEMINGWAY AT THE NORTH ANGLE
 DD2155'OF STATE HIGHWAYS 41 AND 51 AND ROAD S-45-24
 DD2155'
 DD2155'TO REACH THE STATION FROM HEMINGWAY AT THE CROSSROADS OF STATE
 DD2155'HIGHWAYS 41, 51, AND 26, GO SOUTH ON HIGHWAYS 41 AND 51 FOR 11.0
 DD2155'MILES TO JUNCTION ON STATE HIGHWAY 454-24 AND STATION ON RIGHT.
 DD2155'
 DD2155'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2155'---045 018 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD2155'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 23.5 METERS E FROM
 DD2155'THE HIGHWAY S-45-24, 21.3 METERS W FROM THE THE CENTER OF HIGHWAY 41
 DD2155'AND 51, 75.3 METERS N FROM THE THE INTERSECTION OF HIGHWAYS 45, 51,
 DD2155'AND S-45-24,  8.7 METERS W FROM A SIGN SAM ERVIN, AND  5.2 METERS S
 DD2155'FROM A METAL WITNESS POST.
 DD2155'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2155'DISK STAMPED---045 018 1981---SET INTO AN IRREGULAR MASS OF
 DD2155'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2155'
 DD2155'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2155'DISK STAMPED---045 018 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2155'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 2 INCHES ABOVE THE
 DD2155'GROUND LOCATED 11.7 METERS W FROM THE THE CENTER OF HIGHWAYS 41 AND
 DD2155'51, 10.8 METERS E FROM THE THE METAL WITNESS POST,  1.8 METERS S FROM
 DD2155'THE THE FEED SIGN SAM ERVIN, 32.6 METERS E FROM THE THE CENTER OF
 DD2155'HIGHWAY 545-24, AND IS LEVEL WITH THE STATION.
 DD2155'
 DD2155'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2155'STAMPED---045 018 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2155'MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND
 DD2155'LOCATED  9.6 METERS E FROM THE CENTER OF HIGHWAY,  3.4 METERS NW FROM
 DD2155'THE POWER LINE POLE 23-157,  1.1 METERS W FROM A METAL WITNESS POST,
 DD2155'AND  2.7 METERS E FROM A DRAINAGE DITCH.
 DD2155'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON HIGHWAY 51
 DD2155'FOR 0.3 MILE TO MARK ON LEFT.
 DD2155
 DD2155                          STATION RECOVERY (1987)
 DD2155
 DD2155'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2155'17.4 KM (10.8 MI) SOUTH FROM HEMINGWAY.
 DD2155'12.15 KM (7.55 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2155'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2155'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2155'CONTINUE 5.65 KM (3.5 MI) SOUTHERLY ALONG HIGHWAYS 41 AND 51 TO A
 DD2155'DIAGONAL CROSSROAD (HIGHWAY 51 GOES SOUTH-SOUTHEAST, STATE ROAD 24
 DD2155'GOES NORTH-NORTHWEST) IN RHEMS, ADD-MAY ALSO BE REACHED BY GOING 5.4
 DD2155'KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE) FROM
 DD2155'THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO THE
 DD2155'JUNCTION OF STATE HIGHWAY 527, CONTINUE 15.3 KM (9.5 MI)
 DD2155'NORTHEASTERLY ALONG HIGHWAY 41 TO THE JUNCTION OF STATE HIGHWAY 51 IN
 DD2155'RHEMS, SET IN THE NORTH ANGLE OF STATE ROAD 24, 21.35 METERS (70.0
 DD2155'FT) WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 23.2 METERS (76.1
 DD2155'FT) EAST-NORTHEAST OF THE CENTER OF THE ROAD, 25.5 METERS (83.7 FT)
 DD2155'NORTH-NORTHEAST OF THE NORTHEAST LEG OF A WILLIAMSBURG COUNTY LINE
 DD2155'SIGN, 18.04 METERS (59.2 FT) SOUTH-SOUTHEAST OF AN 8-INCH SWEETGUM
 DD2155'TREE, 55.26 METERS (181.3 FT) NORTH-NORTHWEST OF THE NORTHWEST ONE OF
 DD2155'A PAIR OF HEAVILY GUYED POWER POLES ACROSS THE HIGHWAY.
 DD2155'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 DD2155'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DD2155
 DD2155                          STATION RECOVERY (2001)
 DD2155
 DD2155'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2157 ***********************************************************************
 DD2157  DESIGNATION -  045 018 AZ MK
 DD2157  PID         -  DD2157
 DD2157  STATE/COUNTY-  SC/GEORGETOWN
 DD2157  USGS QUAD   -  RHEMS (1973)
 DD2157
 DD2157                         *CURRENT SURVEY CONTROL
 DD2157  ___________________________________________________________________
 DD2157* NAD 83(2001)-  33 35 30.95027(N)    079 26 26.71095(W)     ADJUSTED  
 DD2157* NAVD 88     -        11.517  (meters)      37.79   (feet)  ADJUSTED  
 DD2157  ___________________________________________________________________
 DD2157  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 DD2157  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DD2157  DYNAMIC HT  -          11.505 (meters)      37.75  (feet)  COMP
 DD2157  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 DD2157
 DD2157  HORZ ORDER  -  SECOND
 DD2157  VERT ORDER  -  FIRST     CLASS II
 DD2157
 DD2157.The horizontal coordinates were established by classical geodetic methods
 DD2157.and adjusted by the National Geodetic Survey in March 2004..
 DD2157
 DD2157.The orthometric height was determined by differential leveling
 DD2157.and adjusted by the National Geodetic Survey in June 1991..
 DD2157
 DD2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2157
 DD2157.The geoid height was determined by GEOID03.
 DD2157
 DD2157.The dynamic height is computed by dividing the NAVD 88
 DD2157.geopotential number by the normal gravity value computed on the
 DD2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2157.degrees latitude (g = 980.6199 gals.).
 DD2157
 DD2157.The modeled gravity was interpolated from observed gravity values.
 DD2157
 DD2157;                    North         East     Units Scale Factor Converg.
 DD2157;SPC SC       -   196,113.226   754,300.630   MT  0.99979457   +0 51 52.0
 DD2157;SPC SC       -   643,416.10  2,474,739.60   iFT  0.99979457   +0 51 52.0
 DD2157;UTM  17      - 3,718,000.964   644,684.941   MT  0.99985808   +0 51 46.2
 DD2157
 DD2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2157!SPC SC       -   1.00000347  x   0.99979457  =   0.99979804
 DD2157!UTM  17      -   1.00000347  x   0.99985808  =   0.99986155
 DD2157
 DD2157                          SUPERSEDED SURVEY CONTROL
 DD2157
 DD2157  NAD 83(1986)-  33 35 30.95928(N)    079 26 26.71389(W) AD(       ) 2
 DD2157  NAD 27      -  33 35 30.35772(N)    079 26 27.50818(W) AD(       ) 2
 DD2157  NGVD 29 (03/21/89)   11.822  (m)           38.79   (f) ADJUSTED    1 2
 DD2157
 DD2157.Superseded values are not recommended for survey control.
 DD2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2157.See file dsdata.txt to determine how the superseded data were derived.
 DD2157
 DD2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT4468518001(NAD 83)
 DD2157_MARKER: DD = SURVEY DISK
 DD2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2157_SP_SET: CONCRETE POST
 DD2157_STAMPING: AZ MK 045 018 1981
 DD2157_MARK LOGO: SCGS  
 DD2157_PROJECTION: PROJECTING 3 CENTIMETERS
 DD2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2157+STABILITY: SURFACE MOTION
 DD2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2157+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2001
 DD2157
 DD2157  HISTORY     - Date     Condition        Report By
 DD2157  HISTORY     - 1981     MONUMENTED       MJH
 DD2157  HISTORY     - 1987     GOOD             SCGS
 DD2157  HISTORY     - 19940615 GOOD             USPSQD
 DD2157  HISTORY     - 20011201 GOOD             USPSQD
 DD2157
 DD2157                          STATION DESCRIPTION
 DD2157
 DD2157'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2157'17.9 KM (11.15 MI) SOUTH FROM HEMINGWAY.
 DD2157'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2157'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2157'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 15.3 KM (9.5 MI)
 DD2157'NORTHEASTERLY ALONG HIGHWAY 41 TO THE JUNCTION OF STATE HIGHWAY 51 IN
 DD2157'RHEMS, THENCE 0.5 KM (0.3 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 51,
 DD2157'SET IN A LARGE TRIANGLE FORMED BY TWO SAND ROADS LEADING EASTERLY,
 DD2157'9.65 METERS (31.7 FT) EAST OF THE CENTER OF THE HIGHWAY, 35.4 METERS
 DD2157'(116.1 FT) SOUTHWEST OF THE CENTER OF THE NORTH SAND ROAD, 65.5
 DD2157'METERS (214.9 FT) NORTH OF THE CENTER OF THE SOUTH SAND ROAD, 36.43
 DD2157'METERS (119.5 FT) SOUTH OF A POWER POLE NEAR THE NORTH SAND ROAD,
 DD2157'10.26 METERS (33.7 FT) WEST OF A BLAZED 18-INCH PINE TREE.
 DD2157'THE MARK IS 0.42 METERS  W FROM  A WITNESS POST
 DD2157'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DD2157
 DD2157                          STATION RECOVERY (1994)
 DD2157
 DD2157'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2157'RECOVERED IN GOOD CONDITION.
 DD2157
 DD2157                          STATION RECOVERY (2001)
 DD2157
 DD2157'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2156 ***********************************************************************
 DD2156  DESIGNATION -  045 018 RM 1
 DD2156  PID         -  DD2156
 DD2156  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2156  USGS QUAD   -  RHEMS (1973)
 DD2156
 DD2156                         *CURRENT SURVEY CONTROL
 DD2156  ___________________________________________________________________
 DD2156* NAD 83(1986)-  33 35 48.     (N)    079 26 33.     (W)     SCALED    
 DD2156* NAVD 88     -         9.020  (meters)      29.59   (feet)  ADJUSTED  
 DD2156  ___________________________________________________________________
 DD2156  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD2156  DYNAMIC HT  -           9.011 (meters)      29.56  (feet)  COMP
 DD2156  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 DD2156
 DD2156  VERT ORDER  -  FIRST     CLASS II
 DD2156
 DD2156.The horizontal coordinates were scaled from a topographic map and have
 DD2156.an estimated accuracy of +/- 6 seconds.
 DD2156
 DD2156.The orthometric height was determined by differential leveling
 DD2156.and adjusted by the National Geodetic Survey in June 1991..
 DD2156
 DD2156.The geoid height was determined by GEOID03.
 DD2156
 DD2156.The dynamic height is computed by dividing the NAVD 88
 DD2156.geopotential number by the normal gravity value computed on the
 DD2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2156.degrees latitude (g = 980.6199 gals.).
 DD2156
 DD2156.The modeled gravity was interpolated from observed gravity values.
 DD2156
 DD2156;                    North         East    Units  Estimated Accuracy
 DD2156;SPC SC       -   196,640.      754,130.      MT  (+/- 180 meters Scaled)
 DD2156
 DD2156                          SUPERSEDED SURVEY CONTROL
 DD2156
 DD2156  NGVD 29 (03/21/89)    9.325  (m)           30.59   (f) ADJUSTED    1 2
 DD2156
 DD2156.Superseded values are not recommended for survey control.
 DD2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2156.See file dsdata.txt to determine how the superseded data were derived.
 DD2156
 DD2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT445185(NAD 83)
 DD2156_MARKER: DD = SURVEY DISK
 DD2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2156_SP_SET: CONCRETE POST
 DD2156_STAMPING: RM 1 045 018 1981
 DD2156_MARK LOGO: SCGS  
 DD2156_PROJECTION: PROJECTING 3 CENTIMETERS
 DD2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2156+STABILITY: SURFACE MOTION
 DD2156
 DD2156  HISTORY     - Date     Condition        Report By
 DD2156  HISTORY     - 1981     MONUMENTED       SCGS
 DD2156  HISTORY     - 1987     GOOD             SCGS
 DD2156  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2156
 DD2156                          STATION DESCRIPTION
 DD2156
 DD2156'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2156'17.4 KM (10.8 MI) SOUTH FROM HEMINGWAY.
 DD2156'12.15 KM (7.55 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2156'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2156'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2156'CONTINUE 5.65 KM (3.5 MI) SOUTHERLY ALONG HIGHWAYS 41 AND 51 TO A
 DD2156'DIAGONAL CROSSROAD (HIGHWAY 51 GOES SOUTH-SOUTHEAST, STATE ROAD 24
 DD2156'GOES NORTH-NORTHWEST) IN RHEMS, ADD- MAY ALSO BE REACHED BY GOING 5.4
 DD2156'KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE) FROM
 DD2156'THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO THE
 DD2156'JUNCTION OF STATE HIGHWAY 527, CONTINUE 15.3 KM (9.5 MI)
 DD2156'NORTHEASTERLY ALONG HIGHWAY 41 TO THE JUNCTION OF STATE HIGHWAY 51 IN
 DD2156'RHEMS, SET IN THE NORTH ANGLE OF STATE ROAD 24, 12.15 METERS (39.9
 DD2156'FT) WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 32.6 METERS (107.0
 DD2156'FT) EAST-NORTHEAST OF THE CENTER OF THE ROAD, 52.98 METERS (173.8 FT)
 DD2156'NORTH OF THE NORTHWEST ONE OF A PAIR OF HEAVILY GUYED POWER POLES
 DD2156'ACROSS THE HIGHWAY, 9.72 METERS (31.9 FT) EAST OF SURVEY MARK 045 018
 DD2156'SCGS, 24.5 METERS (80.4 FT) SOUTHEAST OF AN 8-INCH SWEETGUM TREE.
 DD2156'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 DD2156'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2156
 DD2156                          STATION RECOVERY (2001)
 DD2156
 DD2156'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3340 ***********************************************************************
 DD3340  DESIGNATION -  045 019
 DD3340  PID         -  DD3340
 DD3340  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3340  USGS QUAD   -  FOWLER (1990)
 DD3340
 DD3340                         *CURRENT SURVEY CONTROL
 DD3340  ___________________________________________________________________
 DD3340* NAD 83(2001)-  33 41 55.71184(N)    079 43 45.75282(W)     ADJUSTED  
 DD3340* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 DD3340  ___________________________________________________________________
 DD3340  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DD3340  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DD3340
 DD3340  HORZ ORDER  -  SECOND
 DD3340
 DD3340.The horizontal coordinates were established by classical geodetic methods
 DD3340.and adjusted by the National Geodetic Survey in March 2004..
 DD3340
 DD3340.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3340
 DD3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3340
 DD3340.The geoid height was determined by GEOID03.
 DD3340
 DD3340;                    North         East     Units Scale Factor Converg.
 DD3340;SPC SC       -   207,597.678   727,371.764   MT  0.99979379   +0 42 16.0
 DD3340;SPC SC       -   681,094.74  2,386,390.30   iFT  0.99979379   +0 42 16.0
 DD3340;UTM  17      - 3,729,485.831   617,755.643   MT  0.99977095   +0 42 18.2
 DD3340
 DD3340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3340!SPC SC       -   1.00000167  x   0.99979379  =   0.99979546
 DD3340!UTM  17      -   1.00000167  x   0.99977095  =   0.99977262
 DD3340
 DD3340|---------------------------------------------------------------------|
 DD3340| PID    Reference Object                     Distance      Geod. Az  |
 DD3340|                                                           dddmmss.s |
 DD3340| DD3738 045 019 RM 1                          8.617 METERS 06031     |
 DD3340| DD3341 045 019 AZ MK                       470.237 METERS 2391246.4 |
 DD3340|---------------------------------------------------------------------|
 DD3340
 DD3340                          SUPERSEDED SURVEY CONTROL
 DD3340
 DD3340  NAD 83(1986)-  33 41 55.72068(N)    079 43 45.75574(W) AD(       ) 2
 DD3340  NAD 27      -  33 41 55.12822(N)    079 43 46.51493(W) AD(       ) 2
 DD3340  NGVD 29 (07/19/86)   22.3    (m)           73.     (f) VERT ANG       
 DD3340
 DD3340.Superseded values are not recommended for survey control.
 DD3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3340.See file dsdata.txt to determine how the superseded data were derived.
 DD3340
 DD3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1775629486(NAD 83)
 DD3340_MARKER: DD = SURVEY DISK
 DD3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3340
 DD3340  HISTORY     - Date     Condition        Report By
 DD3340  HISTORY     - 1981     MONUMENTED       SCGS
 DD3340
 DD3340                          STATION DESCRIPTION
 DD3340
 DD3340'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3340'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) EAST-NORTHEAST OF
 DD3340'KINGSTREE, ABOUT 11.2 KM (7.0 MI) SOUTHEAST OF CADES, IS ON THE NORTH
 DD3340'SIDE OF STATE HIGHWAY 261.  FOR INFORMATION CONTACT--  GEORGE
 DD3340'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD3340'29202, PHONE (803) 758-3414.
 DD3340'
 DD3340'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 261 AND 377
 DD3340'AT THE EAST EDGE OF KINGSTREE, GO NORTHEAST ON HIGHWAY 261 FOR 6.9
 DD3340'MILES TO THE BRICK CHURCH BUILDING ON THE LEFT AND STATION ELIJAH.
 DD3340'DRIVE SOUTHWEST ON HIGHWAY 261 FOR 0.9 MILE TO THE POINT ON THE RIGHT
 DD3340'SOUTH OF TWO EQUIPMENT SHEDS.
 DD3340'
 DD3340'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3340'---045 019 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3340'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 98.3 METERS NNW FROM
 DD3340'FROM APPROXIMATE CENTER OF HIGHWAY 261, 18.3 METERS SW FROM
 DD3340'APPROXIMATE CENTER OF DRIVEWAY TO EQUIPMENT SHEDS,  0.5 METERS N FROM
 DD3340'A METAL WITNESS POST, AND 39.6 METERS NE FROM A TELEPHONE JUNCTION
 DD3340'BOX.
 DD3340'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3340'DISK STAMPED---045 019 1981---SET INTO AN IRREGULAR MASS OF
 DD3340'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3340'
 DD3340'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3340'DISK STAMPED---RM 1 045 019 1981---SET INTO THE TOP OF A ROUND
 DD3340'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3340'10.5 METERS NNW FROM APPROXIMATE CENTER OF HIGHWAY 261,  9.8
 DD3340'METERS SW FROM APPROXIMATE CENTER OF DRIVEWAY TO EQUIPMENT
 DD3340'SHEDS,  8.8 METERS NE FROM A METAL WITNESS POST, 48.1 METERS NE FROM
 DD3340'A TELEPHONE JUNCTION BOX, AND IS LEVEL WITH THE STATION.
 DD3340'
 DD3340'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK STAMPED---AZ MK
 DD3340'045 019 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3340'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.1 METERS SE FROM
 DD3340'FROM APPROXIMATE CENTER OF HIGHWAY 261, 25.9 METERS NE FROM
 DD3340'APPROXIMATE CENTER OF FIELD ROAD,  1.4 METERS SW FROM A POWER LINE
 DD3340'POLE WITH A TRANSFORMER, AND  1.6 METERS SW FROM A METAL WITNESS POST.
 DD3340'TO REACH THE AZIMUTH MARK FROM THE STATION GO
 DD3340'SOUTHWEST FROM THE STATION MARK ON HIGHWAY 261 FOR 0.5 MILE TO THE
 DD3340'STATION ON THE LEFT SOUTHWEST OF A POWER POLE WITH A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3341 ***********************************************************************
 DD3341  DESIGNATION -  045 019 AZ MK
 DD3341  PID         -  DD3341
 DD3341  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3341  USGS QUAD   -  FOWLER (1990)
 DD3341
 DD3341                         *CURRENT SURVEY CONTROL
 DD3341  ___________________________________________________________________
 DD3341* NAD 83(2001)-  33 41 47.89954(N)    079 44 01.43891(W)     ADJUSTED  
 DD3341* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 DD3341  ___________________________________________________________________
 DD3341  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DD3341  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DD3341
 DD3341  HORZ ORDER  -  SECOND
 DD3341
 DD3341.The horizontal coordinates were established by classical geodetic methods
 DD3341.and adjusted by the National Geodetic Survey in March 2004..
 DD3341
 DD3341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3341
 DD3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3341
 DD3341.The geoid height was determined by GEOID03.
 DD3341
 DD3341;                    North         East     Units Scale Factor Converg.
 DD3341;SPC SC       -   207,352.090   726,970.868   MT  0.99979377   +0 42 07.3
 DD3341;SPC SC       -   680,289.01  2,385,075.03   iFT  0.99979377   +0 42 07.3
 DD3341;UTM  17      - 3,729,240.245   617,354.759   MT  0.99976978   +0 42 09.4
 DD3341
 DD3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3341!SPC SC       -   1.00000167  x   0.99979377  =   0.99979544
 DD3341!UTM  17      -   1.00000167  x   0.99976978  =   0.99977145
 DD3341
 DD3341                          SUPERSEDED SURVEY CONTROL
 DD3341
 DD3341  NAD 83(1986)-  33 41 47.90837(N)    079 44 01.44182(W) AD(       ) 2
 DD3341  NAD 27      -  33 41 47.31577(N)    079 44 02.20059(W) AD(       ) 2
 DD3341  NGVD 29 (07/19/86)   22.3    (m)           73.     (f) VERT ANG       
 DD3341
 DD3341.Superseded values are not recommended for survey control.
 DD3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3341.See file dsdata.txt to determine how the superseded data were derived.
 DD3341
 DD3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1735529240(NAD 83)
 DD3341_MARKER: DD = SURVEY DISK
 DD3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3341_SP_SET: CONCRETE POST
 DD3341_STAMPING: AZ MK 045 019 1981
 DD3341_MARK LOGO: SCGS  
 DD3341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3341+STABILITY: SURFACE MOTION
 DD3341
 DD3341  HISTORY     - Date     Condition        Report By
 DD3341  HISTORY     - 1981     MONUMENTED       SCGS
 DD3341  HISTORY     - 19930920 GOOD             SCGS
 DD3341
 DD3341                          STATION DESCRIPTION
 DD3341
 DD3341'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3341'STATION IS LOCATED 6.1 MILES (9.8 KM) NORTHEAST OF KINGSTREE, 7.0
 DD3341'MILES (11.3 KM) SOUTHEAST OF CADES. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3341'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3341'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3341'HIGHWAYS 527, 261 AND U.S. HIGHWAY 52 IN KINGSTREE, GO NORTHEAST ON
 DD3341'HIGHWAY 261 FOR 5.7 MILES (9.2 KM) TO THE JUNCTION OF STATE ROAD 456,
 DD3341'CONTINUE ON HIGHWAY 261 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE
 DD3341'RIGHT NEAR A POWER POLE WITH A TRANSFORMER. STATION IS A CONCRETE
 DD3341'POST FLUSH WITH THE GROUND, 11.1 METERS (36.4 FT) SOUTHEAST OF THE
 DD3341'CENTER OF THE HIGHWAY, 25.9 METERS (85.0 FT) NORTHEAST OF THE CENTER
 DD3341'OF A FIELD ROAD, 1.4 METERS (4.6 FT) SOUTHWEST OF THE POWER POLE, 1.6
 DD3341'METERS (5.2 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3326 ***********************************************************************
 DD3326  DESIGNATION -  045 020
 DD3326  PID         -  DD3326
 DD3326  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3326  USGS QUAD   -  WARSAW (1990)
 DD3326
 DD3326                         *CURRENT SURVEY CONTROL
 DD3326  ___________________________________________________________________
 DD3326* NAD 83(2001)-  33 33 36.36688(N)    079 36 53.51346(W)     ADJUSTED  
 DD3326* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 DD3326  ___________________________________________________________________
 DD3326  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 DD3326  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD3326
 DD3326  HORZ ORDER  -  SECOND
 DD3326
 DD3326.The horizontal coordinates were established by classical geodetic methods
 DD3326.and adjusted by the National Geodetic Survey in March 2004..
 DD3326
 DD3326.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3326
 DD3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3326
 DD3326.The geoid height was determined by GEOID03.
 DD3326
 DD3326;                    North         East     Units Scale Factor Converg.
 DD3326;SPC SC       -   192,353.822   738,191.106   MT  0.99979547   +0 46 04.5
 DD3326;SPC SC       -   631,082.09  2,421,886.83   iFT  0.99979547   +0 46 04.5
 DD3326;UTM  17      - 3,714,241.950   628,574.724   MT  0.99980381   +0 45 57.0
 DD3326
 DD3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3326!SPC SC       -   1.00000277  x   0.99979547  =   0.99979824
 DD3326!UTM  17      -   1.00000277  x   0.99980381  =   0.99980658
 DD3326
 DD3326|---------------------------------------------------------------------|
 DD3326| PID    Reference Object                     Distance      Geod. Az  |
 DD3326|                                                           dddmmss.s |
 DD3326| DD3739 045 020 RM 1                          7.184 METERS 13008     |
 DD3326| DD3324 045 020 AZ MK                       APPROX. 0.7 KM 1452341.0 |
 DD3326|---------------------------------------------------------------------|
 DD3326
 DD3326                          SUPERSEDED SURVEY CONTROL
 DD3326
 DD3326  NAD 83(1986)-  33 33 36.37627(N)    079 36 53.51723(W) AD(       ) 2
 DD3326  NAD 27      -  33 33 35.78386(N)    079 36 54.28330(W) AD(       ) 2
 DD3326  NGVD 29 (07/19/86)   15.8    (m)           52.     (f) VERT ANG       
 DD3326
 DD3326.Superseded values are not recommended for survey control.
 DD3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3326.See file dsdata.txt to determine how the superseded data were derived.
 DD3326
 DD3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2857514242(NAD 83)
 DD3326_MARKER: DD = SURVEY DISK
 DD3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3326_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3326
 DD3326  HISTORY     - Date     Condition        Report By
 DD3326  HISTORY     - 1981     MONUMENTED       SCGS
 DD3326  HISTORY     - 20060724 MARK NOT FOUND   SCGS
 DD3326
 DD3326                          STATION DESCRIPTION
 DD3326
 DD3326'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3326'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) NORTH-NORTHWEST OF
 DD3326'ANDREWS ABOUT 12.9 KM (8.0 MI) NORTHEAST OF THE VILLAGE OF TRIO,
 DD3326'ABOUT 4.0 KM (2.5 MI) NORTHWEST OF THE COMMUNITY OF BLOOM, IS ON THE
 DD3326'STATE HIGHWAY 527 RIGHT-OF-WAY.  FOR INFORMATION CONTACT--  MR. GEORGE
 DD3326'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD3326'29202, TELEPHONE (803) 758-3414.
 DD3326'
 DD3326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 521 AND STATE
 DD3326'HIGHWAY 41 IN ANDREWS, GO NORTHEASTERLY ON STATE HIGHWAY 41 FOR 5.4
 DD3326'KM (3.4 MI) TO SIDE ROAD LEFT, STATE HIGHWAY 527.  TURN LEFT, GO
 DD3326'NORTHWESTERLY ON STATE HIGHWAY 527 FOR 7.1 KM (4.4 MI) TO SIDE ROAD
 DD3326'RIGHT AND TRIANGULATION BLOOM.  CONTINUE AHEAD ON STATE HIGHWAY 527
 DD3326'FOR 3.5 KM (2.2 MI) TO THE STATION ON LEFT.
 DD3326'
 DD3326'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3326'---045 020 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3326'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.6 METERS W FROM
 DD3326'CENTER OF COUNTY ROAD 527,  3.7 METERS NE FROM POWER LINE POLE NO
 DD3326'380, AND  0.6 METERS SE FROM METAL WITNESS POST.
 DD3326'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3326'DISK STAMPED---045 020 1981---SET INTO AN IRREGULAR MASS OF
 DD3326'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3326'
 DD3326'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3326'DISK STAMPED---RM 1 045 020 1981---SET INTO THE TOP OF A ROUND
 DD3326'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3326'4.1 METERS SW FROM POWER LINE POLE NO 380, 11.6 METERS W FROM CENTER
 DD3326'OF HIGHWAY 527,  7.5 METERS S FROM METAL WITNESS POST AT STATION, AND
 DD3326'IS LEVEL WITH THE STATION.
 DD3326'
 DD3326'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3326'STAMPED---AZ MK 045 020 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3326'MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND
 DD3326'LOCATED  8.6 METERS N FROM  FENCE CORNER,  0.8 METERS SW FROM  METAL
 DD3326'WITNESS POST,  4.3 METERS W FROM  CENTER OF FENCE LINE, AND  3.8
 DD3326'METERS E FROM  CENTER OF DIRT DRIVEWAY.
 DD3326'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD3326'GO EASTERLY ON HIGHWAY 527 TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT
 DD3326'AND GO APPROXIMATELY 300 FEET TO THE AZIMUTH ON THE LEFT AT A
 DD3326'CEMETERY FENCE.
 DD3326
 DD3326                          STATION RECOVERY (2006)
 DD3326
 DD3326'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3326'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3326'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION, CONCRETE
 DD3326'POST FOUND BROKEN, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3324 ***********************************************************************
 DD3324  DESIGNATION -  045 020 AZ MK
 DD3324  PID         -  DD3324
 DD3324  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3324  USGS QUAD   -  WARSAW (1990)
 DD3324
 DD3324                         *CURRENT SURVEY CONTROL
 DD3324  ___________________________________________________________________
 DD3324* NAD 83(2001)-  33 33 18.73942(N)    079 36 38.98667(W)     ADJUSTED  
 DD3324* NAVD 88     -        14.4    (meters)      47.     (feet)  VERTCON   
 DD3324  ___________________________________________________________________
 DD3324  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 DD3324  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DD3324
 DD3324  HORZ ORDER  -  SECOND
 DD3324
 DD3324.The horizontal coordinates were established by classical geodetic methods
 DD3324.and adjusted by the National Geodetic Survey in March 2004..
 DD3324
 DD3324.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3324
 DD3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3324
 DD3324.The geoid height was determined by GEOID03.
 DD3324
 DD3324;                    North         East     Units Scale Factor Converg.
 DD3324;SPC SC       -   191,815.916   738,572.998   MT  0.99979563   +0 46 12.6
 DD3324;SPC SC       -   629,317.31  2,423,139.76   iFT  0.99979563   +0 46 12.6
 DD3324;UTM  17      - 3,713,704.025   628,956.599   MT  0.99980502   +0 46 04.6
 DD3324
 DD3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3324!SPC SC       -   1.00000294  x   0.99979563  =   0.99979857
 DD3324!UTM  17      -   1.00000294  x   0.99980502  =   0.99980796
 DD3324
 DD3324                          SUPERSEDED SURVEY CONTROL
 DD3324
 DD3324  NAD 83(1986)-  33 33 18.74881(N)    079 36 38.99045(W) AD(       ) 2
 DD3324  NAD 27      -  33 33 18.15595(N)    079 36 39.75695(W) AD(       ) 2
 DD3324  NGVD 29 (07/19/86)   14.7    (m)           48.     (f) VERT ANG       
 DD3324
 DD3324.Superseded values are not recommended for survey control.
 DD3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3324.See file dsdata.txt to determine how the superseded data were derived.
 DD3324
 DD3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2895713704(NAD 83)
 DD3324_MARKER: DD = SURVEY DISK
 DD3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3324_SP_SET: CONCRETE POST
 DD3324_STAMPING: AZ MK 045 020 1981
 DD3324_MARK LOGO: SCGS  
 DD3324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3324+STABILITY: SURFACE MOTION
 DD3324
 DD3324  HISTORY     - Date     Condition        Report By
 DD3324  HISTORY     - 1981     MONUMENTED       SCGS
 DD3324  HISTORY     - 19930920 GOOD             SCGS
 DD3324  HISTORY     - 20060724 MARK NOT FOUND   SCGS
 DD3324
 DD3324                          STATION DESCRIPTION
 DD3324
 DD3324'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3324'STATION IS LOCATED 8.5 MILES (13.7 KM) NORTH NORTHWEST OF ANDREWS, 8.0
 DD3324'MILES (12.9 KM) NORTHEAST OF TRIO. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3324'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3324'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3324'HIGHWAYS 41 AND 527, 3.0 MILES (4.8 KM) NORTH OF ANDREWS, GO
 DD3324'NORTHWEST ON HIGHWAY 527 FOR 5.8 MILES (9.3 KM) TO THE JUNCTION 0F
 DD3324'STATE ROAD 383, CONTINUE ON HIGHWAY 527 FOR 0.4 MILE (0.6 KM) TO A
 DD3324'DIRT ROAD LEFT LEADING TO A CEMETARY, TURN LEFT ON THE DIRT ROAD FOR
 DD3324'0.05 MILE (0.08 KM) TO THE STATION NEAR A CEMETARY FENCE. STATION IS
 DD3324'A CONCRETE POST PROJECTING 0.3 FOOT, 8.6 METERS (28.2 FT) NORTH OF A
 DD3324'FENCE CORNER, 0.8 METER (2.6 FT) SOUTHWEST OF A WITNESS POST, 4.3
 DD3324'METERS (14.1 FT) WEST OF THE FENCE LINE, 3.8 METERS (12.5 FT) EAST OF
 DD3324'THE CENTER OF THE DIRT DRIVEWAY.
 DD3324
 DD3324                          STATION RECOVERY (2006)
 DD3324
 DD3324'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3324'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3324'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION, A THOROUGH
 DD3324'SEARCH WAS CONDUCTED WITH NO RESULTS, COULD BE INTACT, POOR PDOP AT
 DD3324'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3320 ***********************************************************************
 DD3320  DESIGNATION -  045 021
 DD3320  PID         -  DD3320
 DD3320  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3320  USGS QUAD   -  WARSAW (1990)
 DD3320
 DD3320                         *CURRENT SURVEY CONTROL
 DD3320  ___________________________________________________________________
 DD3320* NAD 83(2001)-  33 31 22.02902(N)    079 34 59.94681(W)     ADJUSTED  
 DD3320* NAVD 88     -         9.4    (meters)      31.     (feet)  VERTCON   
 DD3320  ___________________________________________________________________
 DD3320  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 DD3320  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DD3320
 DD3320  HORZ ORDER  -  SECOND
 DD3320
 DD3320.The horizontal coordinates were established by classical geodetic methods
 DD3320.and adjusted by the National Geodetic Survey in March 2004..
 DD3320
 DD3320.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3320
 DD3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3320
 DD3320.The geoid height was determined by GEOID03.
 DD3320
 DD3320;                    North         East     Units Scale Factor Converg.
 DD3320;SPC SC       -   188,255.873   741,176.294   MT  0.99979691   +0 47 07.5
 DD3320;SPC SC       -   617,637.38  2,431,680.75   iFT  0.99979691   +0 47 07.5
 DD3320;UTM  17      - 3,710,143.820   631,559.771   MT  0.99981338   +0 46 57.0
 DD3320
 DD3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3320!SPC SC       -   1.00000376  x   0.99979691  =   0.99980067
 DD3320!UTM  17      -   1.00000376  x   0.99981338  =   0.99981714
 DD3320
 DD3320:                Primary Azimuth Mark                     Grid Az
 DD3320:SPC SC       -  045 021 AZ MK                            117 42 51.0
 DD3320:UTM  17      -  045 021 AZ MK                            117 43 01.5
 DD3320
 DD3320|---------------------------------------------------------------------|
 DD3320| PID    Reference Object                     Distance      Geod. Az  |
 DD3320|                                                           dddmmss.s |
 DD3320| DD3319 045 021 AZ MK                       APPROX. 0.6 KM 1182958.5 |
 DD3320| DD3740 045 021 RM 1                          8.496 METERS 12950     |
 DD3320|---------------------------------------------------------------------|
 DD3320
 DD3320                          SUPERSEDED SURVEY CONTROL
 DD3320
 DD3320  NAD 83(1986)-  33 31 22.03836(N)    079 34 59.95070(W) AD(       ) 2
 DD3320  NAD 27      -  33 31 21.44257(N)    079 35 00.72011(W) AD(       ) 2
 DD3320  NGVD 29 (07/19/86)    9.7    (m)           32.     (f) VERT ANG       
 DD3320
 DD3320.Superseded values are not recommended for survey control.
 DD3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3320.See file dsdata.txt to determine how the superseded data were derived.
 DD3320
 DD3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3156010144(NAD 83)
 DD3320_MARKER: DD = SURVEY DISK
 DD3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3320_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3320
 DD3320  HISTORY     - Date     Condition        Report By
 DD3320  HISTORY     - 1981     MONUMENTED       SCGS
 DD3320  HISTORY     - 20060724 MARK NOT FOUND   SCGS
 DD3320
 DD3320                          STATION DESCRIPTION
 DD3320
 DD3320'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3320'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) NORTH-NORTHWEST OF
 DD3320'ANDREWS, ABOUT 4.8 KM (3.0 MI) WEST-NORTHWEST OF THE GEORGETOWN
 DD3320'COUNTY LINE, IS ON THE RIGHT-OF-WAY OF THE STATE HIGHWAY 527.  FOR
 DD3320'INFORMATION CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER,
 DD3320'P.O. BOX 191, COLUMBIA, S.C. 29202, TELEPHONE (803) 758-3414.
 DD3320'
 DD3320'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 521 AND STATE
 DD3320'HIGHWAY 41 IN ANDREWS, GO NORTHEASTERLY ON STATE HIGHWAY 41 FOR 5.5
 DD3320'KM (3.4 MI) TO SIDE ROAD LEFT, HIGHWAY 527, TURN LEFT, GO
 DD3320'NORTHWESTERLY ON STATE HIGHWAY 527 FOR 5.5 KM (3.4 MI) TO CURVE IN
 DD3320'ROAD AND THE STATION ON LEFT.
 DD3320'
 DD3320'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3320'---045 021 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3320'CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND LOCATED  0.9
 DD3320'METERS NNW FROM METAL WITNESS POST, 10.0 METERS SW FROM CENTER OF
 DD3320'HIGHWAY 527,  6.5 METERS SW FROM EDGE OF HIGHWAY 527, AND 40.8 METERS
 DD3320'E FROM EXTENDED CENTER OF A DIRT DRIVEWAY.
 DD3320'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3320'DISK STAMPED---045 021 1981---SET INTO AN IRREGULAR MASS OF
 DD3320'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3320'
 DD3320'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3320'DISK STAMPED---RM 1 045 021 1981---SET INTO THE TOP OF A ROUND
 DD3320'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE
 DD3320'GROUND LOCATED  7.6 METERS SE FROM METAL WITNESS POST AT STATION,
 DD3320'10.0 METERS SW FROM CENTER OF HIGHWAY 527,  6.6 METERS SW FROM EDGE
 DD3320'OF HIGHWAY 527, 32.3 METERS NE FROM EXTENDED CENTER OF A DIRT
 DD3320'DRIVEWAY, AND IS LEVEL WITH THE STATION.
 DD3320'
 DD3320'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3320'STAMPED---AZ MK 045 021 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3320'MONUMENT 30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND
 DD3320'LOCATED  0.3 METERS S FROM METAL WITNESS POST,  9.8 METERS N FROM
 DD3320'CENTER OF HIGHWAY 527, 12.5 METERS W FROM CENTER OF THE REDDISH
 DD3320'MORRIS TOMBSTONE, AND 23.3 METERS NE FROM POWER LINE POLE.
 DD3320'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON HIGHWAY
 DD3320'527 FOR 0.6 KM (0.35 MI) TO THE AZIMUTH ON THE LEFT AT THE WESTERN
 DD3320'EDGE OF THE ELM UNITED METHODIST CHURCH CEMETERY.
 DD3320
 DD3320                          STATION RECOVERY (2006)
 DD3320
 DD3320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3320'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3320'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 DD3320'RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3319 ***********************************************************************
 DD3319  DESIGNATION -  045 021 AZ MK
 DD3319  PID         -  DD3319
 DD3319  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3319  USGS QUAD   -  WARSAW (1990)
 DD3319
 DD3319                         *CURRENT SURVEY CONTROL
 DD3319  ___________________________________________________________________
 DD3319* NAD 83(2001)-  33 31 13.04821(N)    079 34 40.19971(W)     ADJUSTED  
 DD3319* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 DD3319  ___________________________________________________________________
 DD3319  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 DD3319  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DD3319
 DD3319  HORZ ORDER  -  SECOND
 DD3319
 DD3319.The horizontal coordinates were established by classical geodetic methods
 DD3319.and adjusted by the National Geodetic Survey in March 2004..
 DD3319
 DD3319.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3319
 DD3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3319
 DD3319.The geoid height was determined by GEOID03.
 DD3319
 DD3319;                    North         East     Units Scale Factor Converg.
 DD3319;SPC SC       -   187,986.260   741,689.525   MT  0.99979702   +0 47 18.4
 DD3319;SPC SC       -   616,752.82  2,433,364.58   iFT  0.99979702   +0 47 18.4
 DD3319;UTM  17      - 3,709,874.176   632,072.996   MT  0.99981505   +0 47 07.7
 DD3319
 DD3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3319!SPC SC       -   1.00000421  x   0.99979702  =   0.99980123
 DD3319!UTM  17      -   1.00000421  x   0.99981505  =   0.99981926
 DD3319
 DD3319                          SUPERSEDED SURVEY CONTROL
 DD3319
 DD3319  NAD 83(1986)-  33 31 13.05753(N)    079 34 40.20360(W) AD(       ) 2
 DD3319  NAD 27      -  33 31 12.46152(N)    079 34 40.97359(W) AD(       ) 2
 DD3319  NGVD 29 (07/19/86)    6.9    (m)           23.     (f) VERT ANG       
 DD3319
 DD3319.Superseded values are not recommended for survey control.
 DD3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3319.See file dsdata.txt to determine how the superseded data were derived.
 DD3319
 DD3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT3207309874(NAD 83)
 DD3319_MARKER: DD = SURVEY DISK
 DD3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3319_SP_SET: CONCRETE POST
 DD3319_STAMPING: AZ MK 045 021 1981
 DD3319_MARK LOGO: SCGS  
 DD3319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3319+STABILITY: SURFACE MOTION
 DD3319
 DD3319  HISTORY     - Date     Condition        Report By
 DD3319  HISTORY     - 1981     MONUMENTED       SCGS
 DD3319  HISTORY     - 19930920 GOOD             SCGS
 DD3319  HISTORY     - 20060724 MARK NOT FOUND   SCGS
 DD3319
 DD3319                          STATION DESCRIPTION
 DD3319
 DD3319'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3319'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTH NORTHWEST OF ANDREWS.
 DD3319'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3319'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3319'JUNCTION OF STATE HIGHWAYS 41 AND 527, 3.0 MILES (4.8 KM) NORTH OF
 DD3319'ANDREWS, GO NORTHWEST ON HIGHWAY 527 FOR 3.05 MILES (4.91 KM) TO THE
 DD3319'STATION ON THE RIGHT AT THE WESTERN EDGE OF THE ELM UNITED METHODIST
 DD3319'CHURCH CEMETERY. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT, 0.3
 DD3319'METER (1.0 FT) SOUTH OF A WITNESS POST, 9.8 METERS (32.2 FT) NORTH OF
 DD3319'THE CENTER OF THE HIGHWAY, 12.5 METERS (41.0 FT) WEST OF THE CENTER
 DD3319'OF THE REDDISH MORRIS TOMBSTONE, 23.3 METERS (76.4 FT) NORTHEAST OF A
 DD3319'POWER POLE.
 DD3319
 DD3319                          STATION RECOVERY (2006)
 DD3319
 DD3319'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3319'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3319'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 DD3319'RESULTS, AREA CHANGED DUE TO RIGHT OF WAY MAINTENANCE, PRESUMED
 DD3319'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3325 ***********************************************************************
 DD3325  DESIGNATION -  045 023
 DD3325  PID         -  DD3325
 DD3325  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3325  USGS QUAD   -  WARSAW (1990)
 DD3325
 DD3325                         *CURRENT SURVEY CONTROL
 DD3325  ___________________________________________________________________
 DD3325* NAD 83(2001)-  33 31 45.56462(N)    079 36 51.65015(W)     ADJUSTED  
 DD3325* NAVD 88     -         9.5    (meters)      31.     (feet)  VERTCON   
 DD3325  ___________________________________________________________________
 DD3325  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 DD3325  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DD3325
 DD3325  HORZ ORDER  -  SECOND
 DD3325
 DD3325.The horizontal coordinates were established by classical geodetic methods
 DD3325.and adjusted by the National Geodetic Survey in March 2004..
 DD3325
 DD3325.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3325
 DD3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3325
 DD3325.The geoid height was determined by GEOID03.
 DD3325
 DD3325;                    North         East     Units Scale Factor Converg.
 DD3325;SPC SC       -   188,941.707   738,284.914   MT  0.99979663   +0 46 05.5
 DD3325;SPC SC       -   619,887.49  2,422,194.60   iFT  0.99979663   +0 46 05.5
 DD3325;UTM  17      - 3,710,829.804   628,668.390   MT  0.99980411   +0 45 55.8
 DD3325
 DD3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3325!SPC SC       -   1.00000373  x   0.99979663  =   0.99980036
 DD3325!UTM  17      -   1.00000373  x   0.99980411  =   0.99980784
 DD3325
 DD3325:                Primary Azimuth Mark                     Grid Az
 DD3325:SPC SC       -  045 023 AZ MK                            049 15 11.7
 DD3325:UTM  17      -  045 023 AZ MK                            049 15 21.4
 DD3325
 DD3325|---------------------------------------------------------------------|
 DD3325| PID    Reference Object                     Distance      Geod. Az  |
 DD3325|                                                           dddmmss.s |
 DD3325| DD3323 045 023 AZ MK                       APPROX. 0.5 KM 0500117.2 |
 DD3325| DD3741 045 023 RM 1                          7.177 METERS 07041     |
 DD3325|---------------------------------------------------------------------|
 DD3325
 DD3325                          SUPERSEDED SURVEY CONTROL
 DD3325
 DD3325  NAD 83(1986)-  33 31 45.57402(N)    079 36 51.65401(W) AD(       ) 2
 DD3325  NAD 27      -  33 31 44.97884(N)    079 36 52.42016(W) AD(       ) 2
 DD3325  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG       
 DD3325
 DD3325.Superseded values are not recommended for survey control.
 DD3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3325.See file dsdata.txt to determine how the superseded data were derived.
 DD3325
 DD3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2866810830(NAD 83)
 DD3325_MARKER: DD = SURVEY DISK
 DD3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3325_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3325_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3325
 DD3325  HISTORY     - Date     Condition        Report By
 DD3325  HISTORY     - 1981     MONUMENTED       SCGS
 DD3325
 DD3325                          STATION DESCRIPTION
 DD3325
 DD3325'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3325'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTH-NORTHWEST OF
 DD3325'ANDREWS, ABOUT 11.3 KM (7.0 MI) NORTHEAST OF TRIO, ABOUT 6.4 KM (4.0
 DD3325'MI) WEST-NORTHWEST OF THE GEORGETOWN COUNTY LINE, IS ON HIGHWAY
 DD3325'S-45-688 RIGHT-OF-WAY.  CONTACT--  MR. GEORGE WEATHERS,
 DD3325'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C. 29202,
 DD3325'TELEPHONE (803) 758-3414.
 DD3325'
 DD3325'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 521 AND STATE
 DD3325'HIGHWAY 41 IN ANDREWS, GO NORTHWESTERLY ON STATE HIGHWAY 41 FOR 5.4
 DD3325'KM (3.4 MI) TO A SIDE ROAD LEFT, HIGHWAY 527, TURN LEFT, GO
 DD3325'NORTHWESTERLY ON STATE HIGHWAY 527 FOR 7.1 KM (4.4 MI) TO SIDE ROAD
 DD3325'RIGHT, AT THE BAND H GROCERY STORE AND TRIANGULATION STATION BLOOM.
 DD3325'CONTINUE ON HIGHWAY 527 FOR 1.0 KM (0.6 MI) TO A SIDE ROAD LEFT, TURN
 DD3325'LEFT, GO WESTERLY ON HIGHWAY S-45-688 FOR 1.9 KM (1.2 MI) TO POWER
 DD3325'LINE POLE NO 20 ON RIGHT AND THE STATION ON RIGHT.
 DD3325'
 DD3325'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3325'---045 023 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3325'CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 0.5
 DD3325'METERS  N FROM  METAL WITNESS POST, 0.7 METERS  N FROM  POWER LINE
 DD3325'POLE NO 201,  10.0 METERS  NW FROM  CENTER OF COUNTY ROAD S-45-688,
 DD3325'7.0 METERS  NW FROM  EDGE OF COUNTY ROAD S-45-688, AND  43.9 METERS
 DD3325'SW FROM  CENTER OF A FIELD ROAD.
 DD3325'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3325'DISK STAMPED---045-023 1981---SET INTO AN IRREGULAR MASS OF
 DD3325'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3325'
 DD3325'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3325'DISK STAMPED---RM 1 045 023 1981---SET INTO THE TOP OF A ROUND
 DD3325'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3325'7.8 METERS NE FROM METAL WITNESS POST,  8.0 METERS NE FROM POWER LINE
 DD3325'POLE,  7.3 METERS NW FROM CENTER OF COUNTY ROAD S-45-688, 38.4 METERS
 DD3325'SW FROM CENTER OF A FIELD ROAD, AND IS LEVEL WITH THE STATION.
 DD3325'
 DD3325'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3325'STAMPED---AZ MK 045 023 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3325'MONUMENT 30 CM IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND
 DD3325'LOCATED  0.8 METERS NW FROM METAL WITNESS POST,  8.1 METERS SE FROM
 DD3325'CENTER OF COUNTY ROAD S-45-688, 32.3 METERS SW FROM CENTER OF A DIRT
 DD3325'ROAD, AND 27.4 METERS S FROM POWER LINE POLE NO 15.
 DD3325'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON HIGHWAY
 DD3325'S-45-688, PAVED ROAD FOR 0.5 KM (0.3 MI) TO THE MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3323 ***********************************************************************
 DD3323  DESIGNATION -  045 023 AZ MK
 DD3323  PID         -  DD3323
 DD3323  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3323  USGS QUAD   -  WARSAW (1990)
 DD3323
 DD3323                         *CURRENT SURVEY CONTROL
 DD3323  ___________________________________________________________________
 DD3323* NAD 83(2001)-  33 31 56.21425(N)    079 36 36.48356(W)     ADJUSTED  
 DD3323* NAVD 88     -         8.7    (meters)      29.     (feet)  VERTCON   
 DD3323  ___________________________________________________________________
 DD3323  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 DD3323  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DD3323
 DD3323  HORZ ORDER  -  SECOND
 DD3323
 DD3323.The horizontal coordinates were established by classical geodetic methods
 DD3323.and adjusted by the National Geodetic Survey in March 2004..
 DD3323
 DD3323.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3323
 DD3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3323
 DD3323.The geoid height was determined by GEOID03.
 DD3323
 DD3323;                    North         East     Units Scale Factor Converg.
 DD3323;SPC SC       -   189,274.974   738,671.733   MT  0.99979650   +0 46 13.9
 DD3323;SPC SC       -   620,980.89  2,423,463.69   iFT  0.99979650   +0 46 13.9
 DD3323;UTM  17      - 3,711,163.055   629,055.228   MT  0.99980533   +0 46 04.4
 DD3323
 DD3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3323!SPC SC       -   1.00000385  x   0.99979650  =   0.99980035
 DD3323!UTM  17      -   1.00000385  x   0.99980533  =   0.99980918
 DD3323
 DD3323                          SUPERSEDED SURVEY CONTROL
 DD3323
 DD3323  NAD 83(1986)-  33 31 56.22365(N)    079 36 36.48741(W) AD(       ) 2
 DD3323  NAD 27      -  33 31 55.62873(N)    079 36 37.25400(W) AD(       ) 2
 DD3323  NGVD 29 (07/19/86)    9.0    (m)           30.     (f) VERT ANG       
 DD3323
 DD3323.Superseded values are not recommended for survey control.
 DD3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3323.See file dsdata.txt to determine how the superseded data were derived.
 DD3323
 DD3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2905511163(NAD 83)
 DD3323_MARKER: DD = SURVEY DISK
 DD3323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3323_SP_SET: CONCRETE POST
 DD3323_STAMPING: AZ MK 045 023 1981
 DD3323_MARK LOGO: SCGS  
 DD3323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3323+STABILITY: SURFACE MOTION
 DD3323
 DD3323  HISTORY     - Date     Condition        Report By
 DD3323  HISTORY     - 1981     MONUMENTED       SCGS
 DD3323  HISTORY     - 19930920 GOOD             SCGS
 DD3323  HISTORY     - 20060724 MARK NOT FOUND   SCGS
 DD3323
 DD3323                          STATION DESCRIPTION
 DD3323
 DD3323'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3323'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTH NORTHWEST OF ANDREWS, 7.0
 DD3323'MILES (11.3 KM) NORTHEAST OF TRIO. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3323'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3323'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3323'HIGHWAYS 41 AND 527, 3.0 MILES (4.8 KM) NORTH OF ANDREWS, GO
 DD3323'NORTHWEST ON HIGHWAY 527 FOR 3.0 MILES (4.8 KM) TO THE JUNCTION OF
 DD3323'STATE ROAD 688, TURN LEFT ON ROAD 688 FOR 0.9 MILE (1.4 KM) TO THE
 DD3323'STATION ON THE LEFT. STATION IS A CONCRETE POST PROJECTING 0.1 FOOT,
 DD3323'0.8 METER (2.6 FT) NORTHWEST OF A WITNESS POST, 8.1 METERS (26.6 FT)
 DD3323'SOUTHEAST OF THE CENTER OF THE ROAD, 32.3 METERS (106.0 FT) SOUTHWEST
 DD3323'OF THE CENTER OF A DIRT ROAD, 27.4 METERS (89.9 FT) SOUTH OF A POWER
 DD3323'POLE NUMBER 15.
 DD3323
 DD3323                          STATION RECOVERY (2006)
 DD3323
 DD3323'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3323'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3323'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION, BROKEN
 DD3323'CONCRETE POST FOUND, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3329 ***********************************************************************
 DD3329  DESIGNATION -  045 024
 DD3329  PID         -  DD3329
 DD3329  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3329  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD3329
 DD3329                         *CURRENT SURVEY CONTROL
 DD3329  ___________________________________________________________________
 DD3329* NAD 83(2001)-  33 36 53.51580(N)    079 42 58.64486(W)     ADJUSTED  
 DD3329* NAVD 88     -        16.4    (meters)      54.     (feet)  VERTCON   
 DD3329  ___________________________________________________________________
 DD3329  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DD3329  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DD3329
 DD3329  HORZ ORDER  -  SECOND
 DD3329
 DD3329.The horizontal coordinates were established by classical geodetic methods
 DD3329.and adjusted by the National Geodetic Survey in March 2004..
 DD3329
 DD3329.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3329
 DD3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3329
 DD3329.The geoid height was determined by GEOID03.
 DD3329
 DD3329;                    North         East     Units Scale Factor Converg.
 DD3329;SPC SC       -   198,304.628   728,700.200   MT  0.99979411   +0 42 42.1
 DD3329;SPC SC       -   650,605.73  2,390,748.69   iFT  0.99979411   +0 42 42.1
 DD3329;UTM  17      - 3,720,192.972   619,084.027   MT  0.99977483   +0 42 38.7
 DD3329
 DD3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3329!SPC SC       -   1.00000256  x   0.99979411  =   0.99979667
 DD3329!UTM  17      -   1.00000256  x   0.99977483  =   0.99977739
 DD3329
 DD3329:                Primary Azimuth Mark                     Grid Az
 DD3329:SPC SC       -  CENTRAL                                  121 44 54.4
 DD3329:UTM  17      -  CENTRAL                                  121 44 57.8
 DD3329
 DD3329|---------------------------------------------------------------------|
 DD3329| PID    Reference Object                     Distance      Geod. Az  |
 DD3329|                                                           dddmmss.s |
 DD3329| DD3327 CENTRAL                             APPROX. 1.7 KM 1222736.5 |
 DD3329| DD3330 045 024 AZ MK                       163.033 METERS 28753     |
 DD3329| DD3742 045 024 RM 1                         17.870 METERS 29334     |
 DD3329|---------------------------------------------------------------------|
 DD3329
 DD3329                          SUPERSEDED SURVEY CONTROL
 DD3329
 DD3329  NAD 83(1986)-  33 36 53.52397(N)    079 42 58.64648(W) AD(       ) 2
 DD3329  NAD 27      -  33 36 52.93110(N)    079 42 59.40455(W) AD(       ) 2
 DD3329  NGVD 29 (07/19/86)   16.7    (m)           55.     (f) VERT ANG       
 DD3329
 DD3329.Superseded values are not recommended for survey control.
 DD3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3329.See file dsdata.txt to determine how the superseded data were derived.
 DD3329
 DD3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1908420193(NAD 83)
 DD3329_MARKER: DD = SURVEY DISK
 DD3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3329
 DD3329  HISTORY     - Date     Condition        Report By
 DD3329  HISTORY     - 1982     MONUMENTED       SCGS
 DD3329  HISTORY     - 20060724 MARK NOT FOUND   SCGS
 DD3329
 DD3329                          STATION DESCRIPTION
 DD3329
 DD3329'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3329'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) EAST-SOUTHEAST OF
 DD3329'KINGSTREE, THE STATION IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 527.
 DD3329'FOR INFORMATION CONTACT--  GEORGE WEATHERS, PRECONSTRUCTION ENGINEER,
 DD3329'P.O. BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DD3329'
 DD3329'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 377 AND 261
 DD3329'IN THE EAST EDGE OF KINGSTREE, GO SOUTH ON HIGHWAY 377 FOR 0.16 KM
 DD3329'(0.1 MI) TO FORK, KEEP LEFT, GO SOUTHEAST ON PAVED ROAD FOR 0.5 KM
 DD3329'(0.3 MI) TO THE JUNCTION OF STATE HIGHWAY 527, GO SOUTHEASTERLY ON
 DD3329'STATE HIGHWAY 527 FOR 11.1 KM (6.9 MI) TO THE STATION ON RIGHT AT
 DD3329'POWER LINE POLE NO 195 WITH TRANSFORMER.
 DD3329'
 DD3329'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3329'---045 024 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3329'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.4 METERS SW FROM THE
 DD3329'CENTER LINE OF STATE HIGHWAY 527,  0.8 METERS S FROM THE POWER POLE
 DD3329'NO 195, 10.0 METERS S FROM THE METAL WITNESS POST, AND 17.7 METERS S
 DD3329'FROM THE 4X4 WOOD FENCE POLE.
 DD3329'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3329'DISK STAMPED---045 024 1981---SET INTO AN IRREGULAR MASS OF
 DD3329'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3329'
 DD3329'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3329'DISK STAMPED---045 024 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3329'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3329'7.5 METERS W FROM THE CENTER OF STATE HIGHWAY 527, 16.9 METERS N FROM
 DD3329'THE POWER POLE NO 195, 16.9 METERS N FROM THE METAL WITNESS POST,
 DD3329'0.6 METERS E FROM THE EAST ONE OF TWO 4X4 WOOD FENCE POST, AND IS
 DD3329'LEVEL WITH THE STATION.
 DD3329'
 DD3329'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3329'STAMPED---045 024 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3329'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  1.1
 DD3329'METERS SW FROM THE POWER LINE POLE,  1.0 METERS SW FROM THE METAL
 DD3329'WITNESS POST, 11.3 METERS N FROM THE CENTER LINE OF STATE HIGHWAY
 DD3329'527, AND 32.6 METERS SE FROM THE 6X8 FENCE CORNER POST.
 DD3329'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHWEST ON 527 FOR 1.1
 DD3329'KM (0.7 MI) TO MARK ON RIGHT.
 DD3329
 DD3329                          STATION RECOVERY (2006)
 DD3329
 DD3329'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3329'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3329'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 DD3329'RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3330 ***********************************************************************
 DD3330  DESIGNATION -  045 024 AZ MK
 DD3330  PID         -  DD3330
 DD3330  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3330  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD3330
 DD3330                         *CURRENT SURVEY CONTROL
 DD3330  ___________________________________________________________________
 DD3330* NAD 83(2001)-  33 36 55.14052(N)    079 43 04.66398(W)     ADJUSTED  
 DD3330* NAVD 88     -        16.4    (meters)      54.     (feet)  VERTCON   
 DD3330  ___________________________________________________________________
 DD3330  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DD3330  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DD3330
 DD3330  HORZ ORDER  -  SECOND
 DD3330
 DD3330.The horizontal coordinates were established by classical geodetic methods
 DD3330.and adjusted by the National Geodetic Survey in March 2004..
 DD3330
 DD3330.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3330
 DD3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3330
 DD3330.The geoid height was determined by GEOID03.
 DD3330
 DD3330;                    North         East     Units Scale Factor Converg.
 DD3330;SPC SC       -   198,352.746   728,544.464   MT  0.99979410   +0 42 38.7
 DD3330;SPC SC       -   650,763.60  2,390,237.74   iFT  0.99979410   +0 42 38.7
 DD3330;UTM  17      - 3,720,241.091   618,928.295   MT  0.99977437   +0 42 35.4
 DD3330
 DD3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3330!SPC SC       -   1.00000256  x   0.99979410  =   0.99979666
 DD3330!UTM  17      -   1.00000256  x   0.99977437  =   0.99977693
 DD3330
 DD3330                          SUPERSEDED SURVEY CONTROL
 DD3330
 DD3330  NAD 83(1986)-  33 36 55.14870(N)    079 43 04.66559(W) AD(       ) 2
 DD3330  NAD 27      -  33 36 54.55585(N)    079 43 05.42349(W) AD(       ) 2
 DD3330  NGVD 29 (07/19/86)   16.7    (m)           55.     (f) VERT ANG       
 DD3330
 DD3330.Superseded values are not recommended for survey control.
 DD3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3330.See file dsdata.txt to determine how the superseded data were derived.
 DD3330
 DD3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1892820241(NAD 83)
 DD3330_MARKER: DD = SURVEY DISK
 DD3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3330_SP_SET: CONCRETE POST
 DD3330_STAMPING: 045 024 AZ MK 1981
 DD3330_MARK LOGO: SCGS  
 DD3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3330+STABILITY: SURFACE MOTION
 DD3330
 DD3330  HISTORY     - Date     Condition        Report By
 DD3330  HISTORY     - 1981     MONUMENTED       SCGS
 DD3330  HISTORY     - 19930920 GOOD             SCGS
 DD3330  HISTORY     - 20060724 MARK NOT FOUND   SCGS
 DD3330
 DD3330                          STATION DESCRIPTION
 DD3330
 DD3330'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3330'STATION IS LOCATED 6.0 MILES (9.7 KM) EAST SOUTHEAST OF KINGSTREE.
 DD3330'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3330'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3330'JUNCTION OF STATE HIGHWAYS 377 AND 261 AT THE EAST EDGE OF KINGSTREE,
 DD3330'GO SOUTH ON HIGHWAY 377 FOR 0.1 MILE (0.2 KM) TO A FORK, BEAR LEFT ON
 DD3330'A PAVED ROAD FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE HIGHWAY
 DD3330'527, CONTINUE SOUTHEAST ON HIGHWAY 527 FOR 6.2 MILES (10.0 KM) TO THE
 DD3330'STATION ON THE LEFT NEAR A POWER POLE. STATION IS A CONCRETE POST
 DD3330'FLUSH WITH THE GROUND, 1.1 METERS (3.6 FT) SOUTHWEST OF THE POWER
 DD3330'POLE, 1.0 METER (3.3 FT) SOUTHWEST OF A WITNESS POST, 11.3 METERS
 DD3330'(37.1 FT) NORTH OF THE CENTER OF THE HIGHWAY, 32.6 METERS (107.0 FT)
 DD3330'SOUTHEAST OF A 0.6-FOOT BY 0.8-FOOT FENCE CORNER POST.
 DD3330
 DD3330                          STATION RECOVERY (2006)
 DD3330
 DD3330'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3330'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3330'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 DD3330'RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3357 ***********************************************************************
 DD3357  DESIGNATION -  045 025
 DD3357  PID         -  DD3357
 DD3357  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3357  USGS QUAD   -  KINGSTREE (1990)
 DD3357
 DD3357                         *CURRENT SURVEY CONTROL
 DD3357  ___________________________________________________________________
 DD3357* NAD 83(2001)-  33 44 55.24842(N)    079 50 59.97527(W)     ADJUSTED  
 DD3357* NAVD 88     -        21.9    (meters)      72.     (feet)  VERTCON   
 DD3357  ___________________________________________________________________
 DD3357  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 DD3357  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DD3357
 DD3357  HORZ ORDER  -  SECOND
 DD3357
 DD3357.The horizontal coordinates were established by classical geodetic methods
 DD3357.and adjusted by the National Geodetic Survey in March 2004..
 DD3357
 DD3357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3357
 DD3357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3357
 DD3357.The geoid height was determined by GEOID03.
 DD3357
 DD3357;                    North         East     Units Scale Factor Converg.
 DD3357;SPC SC       -   212,996.861   716,130.916   MT  0.99979461   +0 38 15.2
 DD3357;SPC SC       -   698,808.60  2,349,510.88   iFT  0.99979461   +0 38 15.2
 DD3357;UTM  17      - 3,734,884.603   606,515.137   MT  0.99973987   +0 38 20.2
 DD3357
 DD3357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3357!SPC SC       -   1.00000165  x   0.99979461  =   0.99979626
 DD3357!UTM  17      -   1.00000165  x   0.99973987  =   0.99974152
 DD3357
 DD3357:                Primary Azimuth Mark                     Grid Az
 DD3357:SPC SC       -  045 025 AZ MK                            001 59 49.5
 DD3357:UTM  17      -  045 025 AZ MK                            001 59 44.5
 DD3357
 DD3357|---------------------------------------------------------------------|
 DD3357| PID    Reference Object                     Distance      Geod. Az  |
 DD3357|                                                           dddmmss.s |
 DD3357| DD3419 045 025 AZ MK                       APPROX. 1.0 KM 0023804.7 |
 DD3357| DD3743 045 025 RM 1                         20.194 METERS 03900     |
 DD3357|---------------------------------------------------------------------|
 DD3357
 DD3357                          SUPERSEDED SURVEY CONTROL
 DD3357
 DD3357  NAD 83(1986)-  33 44 55.25767(N)    079 50 59.97899(W) AD(       ) 2
 DD3357  NAD 27      -  33 44 54.67060(N)    079 51 00.72104(W) AD(       ) 2
 DD3357  NGVD 29 (07/19/86)   22.2    (m)           73.     (f) VERT ANG       
 DD3357
 DD3357.Superseded values are not recommended for survey control.
 DD3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3357.See file dsdata.txt to determine how the superseded data were derived.
 DD3357
 DD3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0651534885(NAD 83)
 DD3357_MARKER: DD = SURVEY DISK
 DD3357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3357_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3357
 DD3357  HISTORY     - Date     Condition        Report By
 DD3357  HISTORY     - 1981     MONUMENTED       SCGS
 DD3357
 DD3357                          STATION DESCRIPTION
 DD3357
 DD3357'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3357'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHWEST OF KINGSTREE,
 DD3357'ABOUT 7.2 KM (4.5 MI) SOUTHWEST OF CADES.  STATION IS ON THE
 DD3357'RIGHT-OF-WAY OF HIGHWAY S-45-44.  FOR INFORMATION CONTACT--  GEORGE
 DD3357'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD3357'29202, PHONE (803) 758-3414.
 DD3357'
 DD3357'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52, STATE
 DD3357'HIGHWAY 512 AND HIGHWAY S-45-28 IN CADES, GO SOUTH ON U.S. HIGHWAY 52
 DD3357'FOR 4.3 KM (2.7 MI) TO A SIDE ROAD RIGHT, TURN RIGHT, GO WESTERLY ON
 DD3357'HIGHWAY S-45-44 FOR 4.3 KM (2.7 MI) TO A SIDE ROAD RIGHT, HIGHWAY
 DD3357'S-45-490 AND STATION.
 DD3357'
 DD3357'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3357'---045 025 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3357'CM IN DIAMETER PROJECTING 8 CM ABOVE THE GROUND LOCATED  0.6 METERS S
 DD3357'FROM THE HIGHWAY S-45-44 CENTER LINE,  8.1 METERS SE FROM THE
 DD3357'INTERSECTION OF S-45-490, S-45-44,  2.7 METERS N FROM THE TELEPHONE
 DD3357'JUNCTION BOX F1G-3,  3.8 METERS NE FROM THE POWER POLE, AND  0.4
 DD3357'METERS NE FROM THE METAL WITNESS POST.
 DD3357'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3357'DISK STAMPED---045 025---SET INTO AN IRREGULAR MASS OF CONCRETE 1.3
 DD3357'METERS BELOW THE SURFACE.
 DD3357'
 DD3357'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3357'DISK STAMPED---045 025 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3357'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3357'7.2 METERS N FROM THE CENTER LINE S-45-44, 18.0 METERS E FROM THE
 DD3357'CENTER OF S-45-490,  1.1 METERS SE FROM THE SW CORNER OF CHAIN LINK
 DD3357'FENCE, 33.0 METERS W FROM THE DRIVEWAY, AND IS LEVEL WITH THE STATION.
 DD3357'
 DD3357'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3357'STAMPED---045 025 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3357'MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE THE GROUND LOCATED
 DD3357'8.2 METERS W FROM THE ROAD 490,  1.3 METERS E FROM THE POWER POLE NO
 DD3357'8-99C,  1.2 METERS E FROM THE METAL WITNESS POST, AND  8.0 METERS N
 DD3357'FROM THE DRIVEWAY.
 DD3357'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 DD3357'S-45-490 FOR 1.1 KM (0.7 MI) TO THE MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3419 ***********************************************************************
 DD3419  DESIGNATION -  045 025 AZ MK
 DD3419  PID         -  DD3419
 DD3419  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3419  USGS QUAD   -  LAKE CITY WEST (1990)
 DD3419
 DD3419                         *CURRENT SURVEY CONTROL
 DD3419  ___________________________________________________________________
 DD3419* NAD 83(2001)-  33 45 29.13875(N)    079 50 58.10822(W)     ADJUSTED  
 DD3419* NAVD 88     -        21.4    (meters)      70.     (feet)  VERTCON   
 DD3419  ___________________________________________________________________
 DD3419  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 DD3419  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DD3419
 DD3419  HORZ ORDER  -  SECOND
 DD3419
 DD3419.The horizontal coordinates were established by classical geodetic methods
 DD3419.and adjusted by the National Geodetic Survey in March 2004..
 DD3419
 DD3419.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3419
 DD3419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3419
 DD3419.The geoid height was determined by GEOID03.
 DD3419
 DD3419;                    North         East     Units Scale Factor Converg.
 DD3419;SPC SC       -   214,041.296   716,167.335   MT  0.99979485   +0 38 16.3
 DD3419;SPC SC       -   702,235.22  2,349,630.36   iFT  0.99979485   +0 38 16.3
 DD3419;UTM  17      - 3,735,928.982   606,551.528   MT  0.99973996   +0 38 21.8
 DD3419
 DD3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3419!SPC SC       -   1.00000173  x   0.99979485  =   0.99979658
 DD3419!UTM  17      -   1.00000173  x   0.99973996  =   0.99974169
 DD3419
 DD3419                          SUPERSEDED SURVEY CONTROL
 DD3419
 DD3419  NAD 83(1986)-  33 45 29.14800(N)    079 50 58.11199(W) AD(       ) 2
 DD3419  NAD 27      -  33 45 28.56176(N)    079 50 58.85407(W) AD(       ) 2
 DD3419  NGVD 29 (07/19/86)   21.7    (m)           71.     (f) VERT ANG       
 DD3419
 DD3419.Superseded values are not recommended for survey control.
 DD3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3419.See file dsdata.txt to determine how the superseded data were derived.
 DD3419
 DD3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0655235929(NAD 83)
 DD3419_MARKER: DD = SURVEY DISK
 DD3419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3419_SP_SET: CONCRETE POST
 DD3419_STAMPING: 045 025 AZ MK 1981
 DD3419_MARK LOGO: SCGS  
 DD3419_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3419+STABILITY: SURFACE MOTION
 DD3419
 DD3419  HISTORY     - Date     Condition        Report By
 DD3419  HISTORY     - 1981     MONUMENTED       SCGS
 DD3419  HISTORY     - 19930920 GOOD             SCGS
 DD3419
 DD3419                          STATION DESCRIPTION
 DD3419
 DD3419'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3419'STATION IS LOCATED 4.5 MILES (7.2 KM) SOUTHWEST OF CADES, 6.0 MILES
 DD3419'(9.7 KM) NORTHWEST OF KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3419'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3419'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3419'52, STATE HIGHWAY 512 AND STATE ROAD 28 IN CADES, GO SOUTH SOUTHWEST
 DD3419'ON HIGHWAY 52 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION OF STATE ROAD
 DD3419'44, TURN RIGHT ON ROAD 44 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION OF
 DD3419'STATE ROAD 490, TURN RIGHT ON ROAD 490 FOR 0.7 MILE (1.1 KM) TO THE
 DD3419'STATION ON THE LEFT NEAR A POWER POLE 8-99C. STATION IS A CONCRETE
 DD3419'POST PROJECTING 0.2 FOOT, 8.2 METERS (26.9 FT) WEST OF THE CENTER OF
 DD3419'THE ROAD, 1.3 METERS (4.3 FT) EAST OF THE POWER POLE, 1.2 METERS
 DD3419'(3.9 FT) EAST OF A WITNESS POST, 8.0 METERS (26.2 FT) NORTH OF THE
 DD3419'CENTER OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3353 ***********************************************************************
 DD3353  DESIGNATION -  045 026
 DD3353  PID         -  DD3353
 DD3353  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3353  USGS QUAD   -  KINGSTREE (1990)
 DD3353
 DD3353                         *CURRENT SURVEY CONTROL
 DD3353  ___________________________________________________________________
 DD3353* NAD 83(2001)-  33 42 46.48777(N)    079 48 07.34028(W)     ADJUSTED  
 DD3353* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 DD3353  ___________________________________________________________________
 DD3353  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DD3353  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DD3353
 DD3353  HORZ ORDER  -  SECOND
 DD3353
 DD3353.The horizontal coordinates were established by classical geodetic methods
 DD3353.and adjusted by the National Geodetic Survey in March 2004..
 DD3353
 DD3353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3353
 DD3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3353
 DD3353.The geoid height was determined by GEOID03.
 DD3353
 DD3353;                    North         East     Units Scale Factor Converg.
 DD3353;SPC SC       -   209,081.235   720,618.931   MT  0.99979394   +0 39 50.9
 DD3353;SPC SC       -   685,962.06  2,364,235.34   iFT  0.99979394   +0 39 50.9
 DD3353;UTM  17      - 3,730,969.254   611,003.011   MT  0.99975190   +0 39 53.9
 DD3353
 DD3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3353!SPC SC       -   1.00000113  x   0.99979394  =   0.99979507
 DD3353!UTM  17      -   1.00000113  x   0.99975190  =   0.99975303
 DD3353
 DD3353|---------------------------------------------------------------------|
 DD3353| PID    Reference Object                     Distance      Geod. Az  |
 DD3353|                                                           dddmmss.s |
 DD3353| DD3355 045 026 RM 2                        328.526 METERS 24128     |
 DD3353| DD3744 045 026 RM 1                          5.949 METERS 24234     |
 DD3353|---------------------------------------------------------------------|
 DD3353
 DD3353                          SUPERSEDED SURVEY CONTROL
 DD3353
 DD3353  NAD 83(1986)-  33 42 46.49670(N)    079 48 07.34336(W) AD(       ) 2
 DD3353  NAD 27      -  33 42 45.91333(N)    079 48 08.09444(W) AD(       ) 2
 DD3353  NGVD 29 (07/19/86)   25.6    (m)           84.     (f) VERT ANG       
 DD3353
 DD3353.Superseded values are not recommended for survey control.
 DD3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3353.See file dsdata.txt to determine how the superseded data were derived.
 DD3353
 DD3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1100330969(NAD 83)
 DD3353_MARKER: DD = SURVEY DISK
 DD3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3353_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3353
 DD3353  HISTORY     - Date     Condition        Report By
 DD3353  HISTORY     - 1982     MONUMENTED       SCGS
 DD3353
 DD3353                          STATION DESCRIPTION
 DD3353
 DD3353'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3353'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH-SOUTHWEST OF
 DD3353'CADES, ABOUT 4.8 KM (3.0 MI) NORTH OF KINGSTREE, IS ON THE
 DD3353'RIGHT-OF-WAY OF COUNTY HIGHWAY S-45-159.  FOR INFORMATION CONTACT--
 DD3353'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3353'S.C.  29202, PHONE (803) 758-3414.
 DD3353'
 DD3353'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 52 AND STATE
 DD3353'HIGHWAY 261 AND 377, GO NORTH AND EAST ON STATE HIGHWAY 261 AND 377
 DD3353'FOR 0.6 KM (0.35 MI) TO THE JUNCTION OF HIGHWAY S-45-186 (EASTLAND
 DD3353'AVENUE) ON LEFT.  TURN LEFT, GO NORTHERLY ON HIGHWAY S-45-186 FOR 5.0
 DD3353'KM (3.1 MI) TO A SIDE ROAD RIGHT, TURN RIGHT, GO NORTHEAST ON HIGHWAY
 DD3353'S-45-159 FOR 0.8 KM (0.5 MI) TO THE STATION ON LEFT.
 DD3353'
 DD3353'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3353'---045 026 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3353'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.4 METERS N FROM THE
 DD3353'CENTER LINE OF S-45-159,  6.6 METERS E FROM THE POWER POLE,  6.6
 DD3353'METERS E FROM THE METAL WITNESS POST, AND  6.4 METERS N FROM THE EDGE
 DD3353'OF S-45-159.
 DD3353'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3353'DISK STAMPED---045 026 1981---SET INTO AN IRREGULAR MASS OF
 DD3353'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3353'
 DD3353'REFERENCE MARK NO.1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3353'STAMPED---045 034 RM 1 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3353'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.3 METERS
 DD3353'N FROM THE CENTER LINE OF S-45-159,  0.6 METERS E FROM THE POWER
 DD3353'POLE,  0.6 METERS E FROM THE METAL WTINESS POST, AND IS LEVEL WITH
 DD3353'THE STATION.
 DD3353'
 DD3353'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3353'DISK STAMPED---045 026 RM 2 1981---SET INTO THE TOP OF A ROUND
 DD3353'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3353'10.4 METERS N FROM THE CENTER LINE OF S-45-159,  0.4 METERS S FROM
 DD3353'THE METAL WITNESS POST, 31.9 METERS W FROM THE DRIVEWAY, AND IS LEVEL
 DD3353'WITH THE STATION.
 DD3353'
 DD3353'TO REACH THE AZIMUTH MARK (RM 2) FROM THE STATION, GO WESTERLY ON
 DD3353'HIGHWAY S-45-159 FOR 0.3 KM (0.2 MI) TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3355 ***********************************************************************
 DD3355  DESIGNATION -  045 026 RM 2
 DD3355  PID         -  DD3355
 DD3355  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3355  USGS QUAD   -  KINGSTREE (1990)
 DD3355
 DD3355                         *CURRENT SURVEY CONTROL
 DD3355  ___________________________________________________________________
 DD3355* NAD 83(2001)-  33 42 41.39359(N)    079 48 18.54898(W)     ADJUSTED  
 DD3355* NAVD 88     -        25.1    (meters)      82.     (feet)  VERTCON   
 DD3355  ___________________________________________________________________
 DD3355  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DD3355  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DD3355
 DD3355  HORZ ORDER  -  SECOND
 DD3355
 DD3355.The horizontal coordinates were established by classical geodetic methods
 DD3355.and adjusted by the National Geodetic Survey in March 2004..
 DD3355
 DD3355.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3355
 DD3355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3355
 DD3355.The geoid height was determined by GEOID03.
 DD3355
 DD3355;                    North         East     Units Scale Factor Converg.
 DD3355;SPC SC       -   208,920.984   720,332.218   MT  0.99979393   +0 39 44.7
 DD3355;SPC SC       -   685,436.30  2,363,294.68   iFT  0.99979393   +0 39 44.7
 DD3355;UTM  17      - 3,730,809.006   610,716.312   MT  0.99975112   +0 39 47.6
 DD3355
 DD3355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3355!SPC SC       -   1.00000116  x   0.99979393  =   0.99979509
 DD3355!UTM  17      -   1.00000116  x   0.99975112  =   0.99975228
 DD3355
 DD3355                          SUPERSEDED SURVEY CONTROL
 DD3355
 DD3355  NAD 83(1986)-  33 42 41.40252(N)    079 48 18.55206(W) AD(       ) 2
 DD3355  NAD 27      -  33 42 40.81902(N)    079 48 19.30281(W) AD(       ) 2
 DD3355  NGVD 29 (07/19/86)   25.4    (m)           83.     (f) VERT ANG       
 DD3355
 DD3355.Superseded values are not recommended for survey control.
 DD3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3355.See file dsdata.txt to determine how the superseded data were derived.
 DD3355
 DD3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1071630809(NAD 83)
 DD3355_MARKER: DD = SURVEY DISK
 DD3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3355_SP_SET: CONCRETE POST
 DD3355_STAMPING: 045 026 RM 2 1981
 DD3355_MARK LOGO: SCGS  
 DD3355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3355+STABILITY: SURFACE MOTION
 DD3355
 DD3355  HISTORY     - Date     Condition        Report By
 DD3355  HISTORY     - 1981     MONUMENTED       SCGS
 DD3355  HISTORY     - 19930920 GOOD             SCGS
 DD3355
 DD3355                          STATION DESCRIPTION
 DD3355
 DD3355'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3355'STATION IS LOCATED 5.0 MILES (8.0 KM) SOUTH SOUTHWEST OF CADES, 3.0
 DD3355'MILES (4.8 KM) NORTH OF KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3355'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3355'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD3355'HIGHWAYS 261, 377 AND U.S. HIGHWAY 52 IN KINGSTREE, GO NORTH AND EAST
 DD3355'ON HIGHWAYS 261 AND 377 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF
 DD3355'STATE ROAD 186 (EASTLAND AVENUE), TURN LEFT ON ROAD 186 FOR 3.1 MILES
 DD3355'(5.0 KM) TO THE JUNCTION OF STATE ROAD 159, TURN RIGHT ON ROAD 159
 DD3355'FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT. STATION IS A
 DD3355'CONCRETE POST FLUSH WITH THE GROUND, 10.4 METERS (34.1 FT) NORTH OF
 DD3355'THE CENTER OF THE ROAD, 0.4 METER (1.3 FT) SOUTH OF A WITNESS POST,
 DD3355'31.9 METERS (104.7 FT) WEST OF THE CENTER OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3417 ***********************************************************************
 DD3417  DESIGNATION -  045 027
 DD3417  PID         -  DD3417
 DD3417  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3417  USGS QUAD   -  LAKE CITY WEST (1990)
 DD3417
 DD3417                         *CURRENT SURVEY CONTROL
 DD3417  ___________________________________________________________________
 DD3417* NAD 83(2001)-  33 51 14.76683(N)    079 49 58.67785(W)     ADJUSTED  
 DD3417* NAVD 88     -        28.4    (meters)      93.     (feet)  VERTCON   
 DD3417  ___________________________________________________________________
 DD3417  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DD3417  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DD3417
 DD3417  HORZ ORDER  -  SECOND
 DD3417
 DD3417.The horizontal coordinates were established by classical geodetic methods
 DD3417.and adjusted by the National Geodetic Survey in March 2004..
 DD3417
 DD3417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3417
 DD3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3417
 DD3417.The geoid height was determined by GEOID03.
 DD3417
 DD3417;                    North         East     Units Scale Factor Converg.
 DD3417;SPC SC       -   224,704.675   717,576.137   MT  0.99979883   +0 38 49.2
 DD3417;SPC SC       -   737,220.06  2,354,252.42   iFT  0.99979883   +0 38 49.2
 DD3417;UTM  17      - 3,746,591.834   607,959.813   MT  0.99974368   +0 39 00.7
 DD3417
 DD3417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3417!SPC SC       -   1.00000064  x   0.99979883  =   0.99979947
 DD3417!UTM  17      -   1.00000064  x   0.99974368  =   0.99974432
 DD3417
 DD3417|---------------------------------------------------------------------|
 DD3417| PID    Reference Object                     Distance      Geod. Az  |
 DD3417|                                                           dddmmss.s |
 DD3417| DD3745 045 027 RM 1                         18.002 METERS 20408     |
 DD3417| DD3418 045 027 AZ MK                       358.984 METERS 22650     |
 DD3417|---------------------------------------------------------------------|
 DD3417
 DD3417                          SUPERSEDED SURVEY CONTROL
 DD3417
 DD3417  NAD 83(1986)-  33 51 14.77646(N)    079 49 58.68066(W) AD(       ) 2
 DD3417  NAD 83(1986)-  33 51 14.76480(N)    079 49 58.69470(W) AD(       ) 2
 DD3417  NAD 27      -  33 51 14.18175(N)    079 49 59.43989(W) AD(       ) 2
 DD3417  NGVD 29 (07/19/86)   28.7    (m)           94.     (f) VERT ANG       
 DD3417
 DD3417.Superseded values are not recommended for survey control.
 DD3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3417.See file dsdata.txt to determine how the superseded data were derived.
 DD3417
 DD3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0796046592(NAD 83)
 DD3417_MARKER: DD = SURVEY DISK
 DD3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3417_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3417_STAMPING: HORZ 045 027 1981
 DD3417_MARK LOGO: SCGS  
 DD3417_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3417+STABILITY: SURFACE MOTION
 DD3417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3417+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 DD3417
 DD3417  HISTORY     - Date     Condition        Report By
 DD3417  HISTORY     - 1981     MONUMENTED       SCGS
 DD3417  HISTORY     - 19960930 GOOD             SCGS
 DD3417
 DD3417                          STATION DESCRIPTION
 DD3417
 DD3417'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3417'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHWEST OF LAKE CITY,
 DD3417'ABOUT 8.8 KM (5.5 MI) NORTHWEST OF CADES, IS IN THE NORTH CORNER OF
 DD3417'THE CHURCH YARD ON THE PROPERTY OF THE PERGAMOS UNITED METHODIST
 DD3417'CHURCH.
 DD3417'
 DD3417'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 DD3417'HIGHWAY 28 IN CADES, GO SOUTHWEST ON STATE HIGHWAY 28 FOR 2.3 KM
 DD3417'(1.45 MI) TO THE JUNCTION OF STATE HIGHWAY 113, TURN RIGHT, GO
 DD3417'NORTHWESTERLY ON STATE HIGHWAY 113 FOR 2.3 KM (1.4 MI) TO CROSSROAD
 DD3417'(HIGHWAY 454), CONTINUE AHEAD ON STATE HIGHWAY 113 FOR 4.0 KM (2.5
 DD3417'MI) TO CROSSROADS, JUNCTION OF STATE HIGHWAY 33, TURN RIGHT, GO
 DD3417'NORTHEAST ON HIGHWAY S-45-33 FOR 0.2 KM (0.15 MI) TO THE AZIMUTH MARK
 DD3417'ON RIGHT, CONTINUE NORTHEAST ON HIGHWAY S-45-33 FOR 0.4 KM (0.25 MI)
 DD3417'TO THE PERGAMOS UNITED METHODIST CHURCH ON RIGHT AND THE STATION
 DD3417'BEHIND THE CHURCH, IN THE NORTHEAST CORNER OF CHURCH YARD.
 DD3417'
 DD3417'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3417'---045 027 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3417'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 80.8 METERS ESE FROM THE
 DD3417'CENTER OF HIGHWAY S-45-33, 20.7 METERS E FROM THE SE CORNER OF
 DD3417'CUURCH, 18.6 METERS N FROM THE POWER POLE, 18.5 METERS N FROM THE
 DD3417'WITNESS POST, AND 21.0 METERS WNW FROM THE NORTHWEST CORNER OF OLD
 DD3417'HOUSE.
 DD3417'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3417'DISK STAMPED---045 027 1981---SET INTO AN IRREGULAR MASS OF
 DD3417'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3417'
 DD3417'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3417'DISK STAMPED---045 027 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3417'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3417'21.6 METERS SW FROM THE SOUTHWEST CORNER OF OLD HOUSE, 23.5 METERS SE
 DD3417'FROM THE SOUTH CORNER OF CHURCH,  0.9 METERS NE FROM THE POWER POLE,
 DD3417'0.9 METERS NE FROM THE WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD3417'
 DD3417'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3417'STAMPED---045 027 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3417'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 13.7 METERS
 DD3417'E FROM THE CENTER HIGHWAY S-45-33, 17.4 METERS N FROM THE CENTER OF
 DD3417'TRACK ROAD,  4.4 METERS ESE FROM THE WITNESS POST, AND  3.8 METERS
 DD3417'ESE FROM THE POWER LINE POLE.
 DD3417'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON
 DD3417'HIGHWAY S-45-33 FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON LEFT.
 DD3417
 DD3417                          STATION RECOVERY (1996)
 DD3417
 DD3417'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3417'STATION IS LOCATED 5.45 MILES (8.77 KM) NORTHWEST OF CADES, 12.8 MILES
 DD3417'(20.6 KM) NORTH OF KINGSTREE.  OWNERSHIP--PERGAMOS UNITED METHODIST
 DD3417'CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 378
 DD3417'(TURBEVILLE HIGHWAY) AND STATE HIGHWAY 341 (OLANTA HIGHWAY) , 2.5
 DD3417'MILES (4.0 KM) NORTHWEST OF LAKE CITY, GO WEST ON HIGHWAY 378 FOR 1.1
 DD3417'MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 808 (COOKTOWN ROAD) ,
 DD3417'TURN LEFT ON ROAD 808 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION OF STATE
 DD3417'ROAD 36 (MORRIS STREET) , TURN RIGHT ON ROAD 36 FOR 0.3 MILE (0.5 KM)
 DD3417'TO THE WILLIAMSBURG COUNTY LINE, CONTINUE ON ROAD 33 (STATE ROAD 36
 DD3417'CHANGED) FOR 1.3 MILES (2.1 KM) TO THE TRACK DRIVEWAY LEFT LEADING TO
 DD3417'THE PERGAMOS UNITED METHODIST CHURCH, TURN LEFT ON THE DRIVE FOR 0.05
 DD3417'MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE EAST CORNER OF THE
 DD3417'CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 61.8 FEET
 DD3417'(18.8 M) NORTH NORTHEAST OF A POWER POLE, 67.3 FEET (20.5 M) EAST
 DD3417'SOUTHEAST OF THE EAST CORNER OF THE CHURCH, 51.8 FEET (15.8 M) NORTH
 DD3417'NORTHEAST OF SURVEY STATION 045 027 RM 1, 135.0 FEET (41.1 M)
 DD3417'NORTHEAST OF THE CENTER OF THE DRIVEWAY.  RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3418 ***********************************************************************
 DD3418  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3418  DESIGNATION -  045 027 AZ MK
 DD3418  PID         -  DD3418
 DD3418  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3418  USGS QUAD   -  LAKE CITY WEST (1990)
 DD3418
 DD3418                         *CURRENT SURVEY CONTROL
 DD3418  ___________________________________________________________________
 DD3418* NAD 83(2001)-  33 51 06.79496(N)    079 50 08.86203(W)     ADJUSTED  
 DD3418* NAVD 88     -        25.97   (meters)      85.2    (feet)  GPS OBS   
 DD3418  ___________________________________________________________________
 DD3418  X           -     935,717.584 (meters)                     COMP
 DD3418  Y           -  -5,219,206.204 (meters)                     COMP
 DD3418  Z           -   3,532,810.979 (meters)                     COMP
 DD3418  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DD3418  ELLIP HEIGHT-          -6.53  (meters)          (06/10/05) GPS OBS
 DD3418  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DD3418
 DD3418  HORZ ORDER  -  FIRST
 DD3418  ELLP ORDER  -  FOURTH    CLASS II
 DD3418
 DD3418.The horizontal coordinates were established by GPS observations
 DD3418.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3418
 DD3418.The orthometric height was determined by GPS observations and a
 DD3418.high-resolution geoid model using precise GPS observation and
 DD3418.processing techniques.
 DD3418
 DD3418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3418
 DD3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3418
 DD3418.The ellipsoidal height was determined by GPS observations
 DD3418.and is referenced to NAD 83.
 DD3418
 DD3418.The geoid height was determined by GEOID03.
 DD3418
 DD3418;                    North         East     Units Scale Factor Converg.
 DD3418;SPC SC       -   224,456.166   717,317.176   MT  0.99979871   +0 38 43.6
 DD3418;SPC SC       -   736,404.74  2,353,402.81   iFT  0.99979871   +0 38 43.6
 DD3418;UTM  17      - 3,746,343.325   607,700.880   MT  0.99974299   +0 38 54.9
 DD3418
 DD3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3418!SPC SC       -   1.00000103  x   0.99979871  =   0.99979973
 DD3418!UTM  17      -   1.00000103  x   0.99974299  =   0.99974401
 DD3418
 DD3418                          SUPERSEDED SURVEY CONTROL
 DD3418
 DD3418  NAD 83(2001)-  33 51 06.79501(N)    079 50 08.86165(W) AD(       ) 1
 DD3418  ELLIP H (03/13/03)   -6.52   (m)                       GP(       ) 4 2
 DD3418  NAD 83(1995)-  33 51 06.79513(N)    079 50 08.86165(W) AD(       ) 1
 DD3418  ELLIP H (12/20/99)   -6.52   (m)                       GP(       ) 4 1
 DD3418  NAD 83(1986)-  33 51 06.80547(N)    079 50 08.86366(W) AD(       ) 1
 DD3418  NAD 83(1986)-  33 51 06.79290(N)    079 50 08.87854(W) AD(       ) 2
 DD3418  NAD 27      -  33 51 06.20988(N)    079 50 09.62377(W) AD(       ) 2
 DD3418  NGVD 29 (07/19/86)   27.8    (m)           91.     (f) VERT ANG       
 DD3418
 DD3418.Superseded values are not recommended for survey control.
 DD3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3418.See file dsdata.txt to determine how the superseded data were derived.
 DD3418
 DD3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0770146343(NAD 83)
 DD3418_MARKER: DD = SURVEY DISK
 DD3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3418_SP_SET: CONCRETE POST
 DD3418_STAMPING: 045 027 1981 AZ MK
 DD3418_MARK LOGO: SCGS  
 DD3418_PROJECTION: RECESSED 3 CENTIMETERS
 DD3418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3418+STABILITY: SURFACE MOTION
 DD3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3418+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 DD3418
 DD3418  HISTORY     - Date     Condition        Report By
 DD3418  HISTORY     - 1981     MONUMENTED       SCGS
 DD3418  HISTORY     - 19930920 GOOD             SCGS
 DD3418  HISTORY     - 19970203 GOOD             SCGS
 DD3418  HISTORY     - 20041207 GOOD             SCGS
 DD3418
 DD3418                          STATION DESCRIPTION
 DD3418
 DD3418'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3418'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTHWEST OF LAKE CITY, 5.3
 DD3418'MILES (8.5 KM) NORTHWEST OF CADES. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3418'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3418'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3418'52, STATE HIGHWAY 512 AND STATE ROAD 28 IN CADES, GO WEST NORTHWEST
 DD3418'ON ROAD 28 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE ROAD
 DD3418'113, TURN RIGHT ON ROAD 113 FOR 3.9 MILES (6.3 KM) TO THE JUNCTION OF
 DD3418'STATE ROAD 33, TURN RIGHT ON ROAD 33 FOR 0.15 MILE (0.24 KM) TO THE
 DD3418'STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST
 DD3418'FLUSH WITH THE GROUND, 13.7 METERS (44.9 FT) EAST OF THE CENTER OF
 DD3418'THE ROAD, 17.4 METERS (57.1 FT) NORTH OF THE CENTER OF THE TRACK
 DD3418'ROAD, 4.4 METERS (14.4 FT) EAST SOUTHEAST OF A WITNESS POST, 3.8
 DD3418'METERS (12.5 FT) EAST SOUTHEAST OF THE POWER POLE.
 DD3418
 DD3418                          STATION RECOVERY (1997)
 DD3418
 DD3418'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3418'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTHWEST OF LAKE CITY, 5.3
 DD3418'MILES (8.5 KM) NORTHWEST OF CADES.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3418'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3418'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3418'52, STATE HIGHWAY 512 AND STATE ROAD 28 IN CADES, GO WEST NORTHWEST ON
 DD3418'ROAD 28 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE ROAD 113,
 DD3418'TURN RIGHT ON ROAD 113 FOR 3.9 MILES (6.3 KM) TO THE JUNCTION OF STATE
 DD3418'ROAD 33, TURN RIGHT ON ROAD 33 FOR 0.15 MILE (0.24 KM) TO THE STATION
 DD3418'ON THE RIGHT NEAR A POWER POLE.  STATION IS A CONCRETE POST FLUSH WITH
 DD3418'THE GROUND AND LEVEL WITH THE ROAD, 13.0 FEET (4.0 M) SOUTH OF THE
 DD3418'POWER POLE 0830BB WITH THREE GUY WIRES, 45.6 FEET (13.9 M) SOUTHEAST
 DD3418'OF THE CENTER OF ROAD 33, 57.7 FEET (17.6 M) NORTHEAST OF THE CENTER
 DD3418'OF A FIELD ACCESS ROAD, 48.3 FEET (14.7 M) NORTHEAST OF THE NORTHEAST
 DD3418'END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE FIELD ACCESS ROAD,
 DD3418'13.5 FEET (4.1 M) SOUTH OF A WITNESS POST.  RECOVERED BY L.A.  OWENS.
 DD3418
 DD3418                          STATION RECOVERY (2004)
 DD3418
 DD3418'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3418'STATION IS LOCATED 4.8 MILES WEST SOUTHWEST OF LAKE CITY, 12.75 MILES
 DD3418'NORTH OF KINGSTREE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DD3418'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE
 DD3418'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 (RON MCNAIR BOULEVARD) ,
 DD3418'378  BYPASS AND STATE HIGHWAY 341 (WEST MAIN STREET) IN LAKE CITY, GO
 DD3418'SOUTH ON HIGHWAY 52 FOR  0.15 MILE TO THE JUNCTION OF STATE ROAD 36
 DD3418'(MORRIS STREET), TURN RIGHT ON ROAD 36 FOR 3.45  MILES TO THE
 DD3418'FLORENCE/WILLIAMSBURG COUNTY LINE (ROAD 36 CHANGES TO STATE ROAD 33),
 DD3418'CONTINUE ON ROAD 33 FOR 1.3 MILES TO THE STATION ON THE LEFT NEAR A
 DD3418'POWER POLE IN THE  EAST ANGLE OF A GRASSY FIELD ACCESS ROAD LEFT.
 DD3418'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROAD,
 DD3418'45.4 FEET SOUTH  SOUTHEAST OF THE CENTER OF THE ROAD, 12.8 FEET SOUTH
 DD3418'OF THE POWER POLE WITH THREE  GUY WIRES, 56.8 FEET NORTHEAST OF THE
 DD3418'CENTER OF THE ACCESS ROAD, 2.2 FEET SOUTH  SOUTHEAST OF A WITNESS
 DD3418'POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3382 ***********************************************************************
 DD3382  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3382  DESIGNATION -  045 028
 DD3382  PID         -  DD3382
 DD3382  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3382  USGS QUAD   -  WORKMAN (1990)
 DD3382
 DD3382                         *CURRENT SURVEY CONTROL
 DD3382  ___________________________________________________________________
 DD3382* NAD 83(2001)-  33 43 08.95144(N)    079 52 53.54226(W)     ADJUSTED  
 DD3382* NAVD 88     -        21.48   (meters)      70.5    (feet)  GPS OBS   
 DD3382  ___________________________________________________________________
 DD3382  X           -     932,988.007 (meters)                     COMP
 DD3382  Y           -  -5,228,007.746 (meters)                     COMP
 DD3382  Z           -   3,520,572.158 (meters)                     COMP
 DD3382  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DD3382  ELLIP HEIGHT-         -10.92  (meters)          (06/10/05) GPS OBS
 DD3382  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DD3382
 DD3382  HORZ ORDER  -  FIRST
 DD3382  ELLP ORDER  -  FOURTH    CLASS II
 DD3382
 DD3382.The horizontal coordinates were established by GPS observations
 DD3382.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3382
 DD3382.The orthometric height was determined by GPS observations and a
 DD3382.high-resolution geoid model using precise GPS observation and
 DD3382.processing techniques.
 DD3382
 DD3382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3382
 DD3382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3382
 DD3382.The ellipsoidal height was determined by GPS observations
 DD3382.and is referenced to NAD 83.
 DD3382
 DD3382.The geoid height was determined by GEOID03.
 DD3382
 DD3382;                    North         East     Units Scale Factor Converg.
 DD3382;SPC SC       -   209,690.598   713,244.167   MT  0.99979403   +0 37 12.3
 DD3382;SPC SC       -   687,961.28  2,340,039.92   iFT  0.99979403   +0 37 12.3
 DD3382;UTM  17      - 3,731,578.476   603,628.621   MT  0.99973239   +0 37 15.4
 DD3382
 DD3382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3382!SPC SC       -   1.00000171  x   0.99979403  =   0.99979574
 DD3382!UTM  17      -   1.00000171  x   0.99973239  =   0.99973410
 DD3382
 DD3382:                Primary Azimuth Mark                     Grid Az
 DD3382:SPC SC       -  045 028 AZ MK                            140 43 15.6
 DD3382:UTM  17      -  045 028 AZ MK                            140 43 12.5
 DD3382
 DD3382|---------------------------------------------------------------------|
 DD3382| PID    Reference Object                     Distance      Geod. Az  |
 DD3382|                                                           dddmmss.s |
 DD3382| DD3381 045 028 AZ MK                       APPROX. 0.7 KM 1412027.9 |
 DD3382| DD3746 045 028 RM 1                          8.558 METERS 14240     |
 DD3382|---------------------------------------------------------------------|
 DD3382
 DD3382                          SUPERSEDED SURVEY CONTROL
 DD3382
 DD3382  NAD 83(2001)-  33 43 08.95397(N)    079 52 53.54423(W) AD(       ) 2
 DD3382  NAD 83(1986)-  33 43 08.96310(N)    079 52 53.54776(W) AD(       ) 2
 DD3382  NAD 27      -  33 43 08.37347(N)    079 52 54.28661(W) AD(       ) 2
 DD3382  NGVD 29 (07/19/86)   22.5    (m)           74.     (f) VERT ANG       
 DD3382
 DD3382.Superseded values are not recommended for survey control.
 DD3382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3382.See file dsdata.txt to determine how the superseded data were derived.
 DD3382
 DD3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0362931578(NAD 83)
 DD3382_MARKER: DD = SURVEY DISK
 DD3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3382_STAMPING: HORZ 045 028 1981
 DD3382_MARK LOGO: SCGS  
 DD3382_PROJECTION: FLUSH
 DD3382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3382+STABILITY: SURFACE MOTION
 DD3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3382+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 DD3382
 DD3382  HISTORY     - Date     Condition        Report By
 DD3382  HISTORY     - 1982     MONUMENTED       SCGS
 DD3382  HISTORY     - 19960221 GOOD             SCGS
 DD3382  HISTORY     - 20041207 GOOD             SCGS
 DD3382
 DD3382                          STATION DESCRIPTION
 DD3382
 DD3382'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3382'THE STATION IS LOCATED ABOUT 21.7 KM (13.5 MI) NORTH OF LANE, 20.9 KM
 DD3382'(13 MI) SOUTHWEST OF LAKE CITY AND 8 KM (5 MI) NORTHWEST OF
 DD3382'KINGSTREE.  THE STATION IS LOCATED ON STATE HIGHWAY RIGHT-OF-WAY FOR
 DD3382'INFORMATION CONTACT--  GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O.
 DD3382'BOX 191, COLUMBIA, S.C.  29202, PHONE (803) 758-3414.
 DD3382'
 DD3382'TO REACH THE STATION FROM THE JUNCTION OF U.S. 52 AND STATE HIGHWAY
 DD3382'527 (WEST PART OF KINGSTREE), GO 7.2 KM (4.5 MI) NORTHWEST ON STATE
 DD3382'HIGHWAY 527 TO STATION ON THE LEFT.
 DD3382'
 DD3382'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3382'---045 028 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3382'INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND LOCATED  9.8
 DD3382'METERS W FROM THE CENTER LINE OF STATE HIGHWAY 527,  4.1 METERS S
 DD3382'FROM THE CENTER OF DRIVEWAY,  0.8 METERS N FROM THE METAL WITNESS
 DD3382'POST, AND 22.0 METERS NW FROM THE TELEPHONE JUNCTION BOX.
 DD3382'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3382'DISK STAMPED---045 028 1981---SET INTO AN IRREGULAR MASS OF
 DD3382'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3382'
 DD3382'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3382'DISK STAMPED---045 028 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3382'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE
 DD3382'GROUND LOCATED  9.8 METERS W FROM THE CENTER LINE OF STATE HIGHWAY
 DD3382'527, 18.9 METERS W FROM THE TELEPHONE JUNCTION BOX,  0.5 METERS E
 DD3382'FROM THE METAL WITNESS POST, 12.8 METERS S FROM THE DRIVEWAY OF
 DD3382'CENTER, AND IS LEVEL WITH THE STATION.
 DD3382'
 DD3382'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3382'STAMPED---045 028 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3382'MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND
 DD3382'LOCATED 11.1 METERS E FROM THE STATE HIGHWAY 527 FROM CENTER LINE,
 DD3382'14.2 METERS NW FROM THE TELEPHONE JUNCTION BOX,  4.3 METERS NW FROM
 DD3382'THE CENTER OF WOODS DRIVE, AND 12.3 METERS W FROM THE 8X8 WOOD GATE
 DD3382'POST.
 DD3382'TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 DD3382'SE ON STATE HIGHWAY 527 FOR 0.6 KM (0.4 MI) TO MARK ON LEFT.
 DD3382
 DD3382                          STATION RECOVERY (1996)
 DD3382
 DD3382'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3382'STATION IS LOCATED 4.6 MILES (7.4 KM) NORTH NORTHWEST OF KINGSTREE,
 DD3382'12.7 MILES (20.4 KM) SOUTH SOUTHWEST OF LAKE CITY.  OWNERSHIP--SCDOT,
 DD3382'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3382'803-737-1350.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE
 DD3382'HIGHWAY 527 (ACADEMY STREET) AND U.S.  HIGHWAY 52 (LONGSTREET STREET)
 DD3382'IN KINGSTREE, GO WEST NORTHWEST ON HIGHWAY 527 FOR 3.3 MILES (5.3 KM)
 DD3382'TO THE JUNCTION OF STATE ROAD 360, CONTINUE ON HIGHWAY 527 FOR 0.95
 DD3382'MILE (1.53 KM) TO THE STATION ON THE LEFT IN THE SOUTH ANGLE OF A SAND
 DD3382'DRIVEWAY LEADING TO A SHINGLE-SIDED HOUSE.  STATION IS A CONCRETE POST
 DD3382'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 28.0 FEET (8.5 M)
 DD3382'NORTH NORTHWEST OF SURVEY STATION 045 028 RM 1, 32.0 FEET (9.8 M) WEST
 DD3382'SOUTHWEST OF THE CENTER OF THE SAND ROAD, 14.0 FEET (4.3 M) SOUTH
 DD3382'SOUTHEAST OF THE CENTER OF A SAND DRIVEWAY, 13.5 FEET (4.1 M) EAST
 DD3382'NORTHEAST OF THE SOUTHEAST WOOD GATE POST, 11.3 FEET (3.4 M) EAST
 DD3382'NORTHEAST OF A WITNESS POST IN A WIRE FENCE LINE. RECOVERED BY R.W.
 DD3382'ROBERTS.
 DD3382
 DD3382                          STATION RECOVERY (2004)
 DD3382
 DD3382'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3382'STATION IS LOCATED 4.6 MILES NORTHWEST OF KINGSTREE. OWNERSHIP--SCDOT,
 DD3382'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3382'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3382'52 (LONGSTREET STREET),  STATE HIGHWAY 527 AND STATE ROADS 127
 DD3382'(PRESSLEY AVENUE) AND 52 (ACADEMY STREET) IN  KINGSTREE, GO WEST
 DD3382'NORTHWEST ON HIGHWAY 527 FOR 3.3 MILES TO THE JUNCTION OF STATE  ROAD
 DD3382'360 (DESIGNER ROAD), CONTINUE ON HIGHWAY 527 FOR 0.95 MILE TO THE
 DD3382'STATION ON THE  LEFT IN THE SOUTH ANGLE OF AN ABANDONED DRIVEWAY LEFT
 DD3382'TO A SHINGLE-SIDED HOUSE 96B. STATION IS A CONCRETE POST FLUSH WITH
 DD3382'THE GROUND AND LEVEL WITH THE HIGHWAY,  31.5 FEET WEST SOUTHWEST OF
 DD3382'THE CENTER OF THE HIGHWAY, 14.4 FEET SOUTH  SOUTHEAST OF THE CENTER OF
 DD3382'THE UNUSED DRIVEWAY, 38.8 FEET SOUTHEAST OF A  TELEPHONE JUNCTION BOX
 DD3382'NUMBER 94000/8/3, 11.4 FEET EAST NORTHEAST OF A WITNESS  POST.
 DD3382'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 045 028 AZ MK.
 DD3382'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY
 DD3382'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3381 ***********************************************************************
 DD3381  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3381  DESIGNATION -  045 028 AZ MK
 DD3381  PID         -  DD3381
 DD3381  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3381  USGS QUAD   -  WORKMAN (1990)
 DD3381
 DD3381                         *CURRENT SURVEY CONTROL
 DD3381  ___________________________________________________________________
 DD3381* NAD 83(2001)-  33 42 51.47165(N)    079 52 36.80990(W)     ADJUSTED  
 DD3381* NAVD 88     -        21.07   (meters)      69.1    (feet)  GPS OBS   
 DD3381  ___________________________________________________________________
 DD3381  X           -     933,464.586 (meters)                     COMP
 DD3381  Y           -  -5,228,225.993 (meters)                     COMP
 DD3381  Z           -   3,520,123.957 (meters)                     COMP
 DD3381  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DD3381  ELLIP HEIGHT-         -11.34  (meters)          (06/10/05) GPS OBS
 DD3381  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DD3381
 DD3381  HORZ ORDER  -  FIRST
 DD3381  ELLP ORDER  -  FOURTH    CLASS II
 DD3381
 DD3381.The horizontal coordinates were established by GPS observations
 DD3381.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3381
 DD3381.The orthometric height was determined by GPS observations and a
 DD3381.high-resolution geoid model using precise GPS observation and
 DD3381.processing techniques.
 DD3381
 DD3381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3381
 DD3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3381
 DD3381.The ellipsoidal height was determined by GPS observations
 DD3381.and is referenced to NAD 83.
 DD3381
 DD3381.The geoid height was determined by GEOID03.
 DD3381
 DD3381;                    North         East     Units Scale Factor Converg.
 DD3381;SPC SC       -   209,156.853   713,680.705   MT  0.99979396   +0 37 21.5
 DD3381;SPC SC       -   686,210.15  2,341,472.13   iFT  0.99979396   +0 37 21.5
 DD3381;UTM  17      - 3,731,044.770   604,065.141   MT  0.99973351   +0 37 24.4
 DD3381
 DD3381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3381!SPC SC       -   1.00000178  x   0.99979396  =   0.99979574
 DD3381!UTM  17      -   1.00000178  x   0.99973351  =   0.99973529
 DD3381
 DD3381:                Primary Azimuth Mark                     Grid Az
 DD3381:SPC SC       -  045 028                                  320 43 15.7
 DD3381:UTM  17      -  045 028                                  320 43 12.8
 DD3381
 DD3381|---------------------------------------------------------------------|
 DD3381| PID    Reference Object                     Distance      Geod. Az  |
 DD3381|                                                           dddmmss.s |
 DD3381| DD3382 045 028                             APPROX. 0.7 KM 3212037.2 |
 DD3381|---------------------------------------------------------------------|
 DD3381
 DD3381                          SUPERSEDED SURVEY CONTROL
 DD3381
 DD3381  NAD 83(2001)-  33 42 51.47110(N)    079 52 36.80954(W) AD(       ) 2
 DD3381  NAD 83(1986)-  33 42 51.48026(N)    079 52 36.81304(W) AD(       ) 2
 DD3381  NAD 27      -  33 42 50.89019(N)    079 52 37.55239(W) AD(       ) 2
 DD3381  NGVD 29 (07/19/86)   22.1    (m)           73.     (f) VERT ANG       
 DD3381
 DD3381.Superseded values are not recommended for survey control.
 DD3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3381.See file dsdata.txt to determine how the superseded data were derived.
 DD3381
 DD3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0406531045(NAD 83)
 DD3381_MARKER: DD = SURVEY DISK
 DD3381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3381_SP_SET: CONCRETE POST
 DD3381_STAMPING: 045 028 1981 AZ MK
 DD3381_MARK LOGO: SCGS  
 DD3381_PROJECTION: RECESSED 3 CENTIMETERS
 DD3381_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3381+STABILITY: SURFACE MOTION
 DD3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3381+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 DD3381
 DD3381  HISTORY     - Date     Condition        Report By
 DD3381  HISTORY     - 1981     MONUMENTED       SCGS
 DD3381  HISTORY     - 19930920 GOOD             SCGS
 DD3381  HISTORY     - 19960221 GOOD             SCGS
 DD3381  HISTORY     - 20041207 GOOD             SCGS
 DD3381
 DD3381                          STATION DESCRIPTION
 DD3381
 DD3381'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3381'STATION IS LOCATED 13.5 MILES (21.7 KM) NORTH OF LANE, 5.0 MILES
 DD3381'(8.0 KM) NORTHWEST OF KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3381'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3381'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3381'52 AND STATE HIGHWAY 527 AT THE WEST EDGE OF KINGSTREE, GO NORTHWEST
 DD3381'ON HIGHWAY 527 FOR 4.1 MILES (6.6 KM) TO THE STATION ON THE RIGHT.
 DD3381'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT, 11.1 METERS
 DD3381'(36.4 FT) EAST OF THE CENTER OF THE HIGHWAY, 14.2 METERS (46.6 FT)
 DD3381'NORTHWEST OF A TELEPHONE JUNCTION BOX, 4.3 METERS (14.1 FT) NORTHWEST
 DD3381'OF THE CENTER OF A WOODS ROAD, 12.3 METERS (40.4 FT) WEST OF A SQUARE
 DD3381'0.8-FOOT WOODEN GATE POST.
 DD3381
 DD3381                          STATION RECOVERY (1996)
 DD3381
 DD3381'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD3381'STATION IS LOCATED 4.1 MILES (6.6 KM) NORTH NORTHWEST OF KINGSTREE,
 DD3381'12.9 MILES (20.8 KM) SOUTH SOUTHWEST OF LAKE CITY.  OWNERSHIP--SCDOT,
 DD3381'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3381'803-737-1350.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE
 DD3381'HIGHWAY 527 (ACADEMY STREET) AND U.S.  HIGHWAY 52 (LONGSTREET STREET)
 DD3381'IN KINGSTREE, GO WEST NORTHWEST ON HIGHWAY 527 FOR 3.3 MILES (5.3 KM)
 DD3381'TO THE JUNCTION OF STATE ROAD 360, CONTINUE ON HIGHWAY 527 FOR 0.55
 DD3381'MILE (0.89 KM) TO THE STATION ON THE RIGHT IN THE NORTH ANGLE OF A DIM
 DD3381'WOODS ROAD RIGHT.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1
 DD3381'CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 36.4 FEET (11.1 M)
 DD3381'NORTHEAST OF THE CENTER OF THE HIGHWAY, 13.0 FEET (4.0 M) NORTHWEST OF
 DD3381'THE CENTER OF THE WOODS ROAD, 48.5 FEET (14.8 M) NORTHWEST OF A
 DD3381'TELEPHONE JUNCTION BOX SUPPORT POST NUMBER 9100/82/9600/82, 98.0 FEET
 DD3381'(29.9 M) EAST NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 DD3381'ATTACHED, 3.0 FEET (0.9 M) WEST SOUTHWEST OF A WITNESS POST. RECOVERED
 DD3381'BY R.W.  ROBERTS.
 DD3381
 DD3381                          STATION RECOVERY (2004)
 DD3381
 DD3381'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3381'STATION IS LOCATED 4.2 MILES NORTHWEST OF KINGSTREE. OWNERSHIP--SCDOT,
 DD3381'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3381'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3381'52 (LONGSTREET STREET),  STATE HIGHWAY 527 AND STATE ROADS 127
 DD3381'(PRESSLEY AVENUE) AND 52 (ACADEMY STREET) IN  KINGSTREE, GO WEST
 DD3381'NORTHWEST ON HIGHWAY 527 FOR 3.3 MILES TO THE JUNCTION OF STATE  ROAD
 DD3381'360 (DESIGNER ROAD), CONTINUE ON HIGHWAY 527 FOR 0.55 MILE TO THE
 DD3381'STATION ON THE  RIGHT IN THE NORTH ANGLE OF THE JUNCTION OF A SAND
 DD3381'ROAD RIGHT (SYDNEYS LOOP). STATION IS A CONCRETE POST RECESSED 0.1
 DD3381'FOOT AND LEVEL WITH THE HIGHWAY, 37.4 FEET  EAST NORTHEAST OF THE
 DD3381'CENTER OF THE HIGHWAY, 12.5 FEET NORTHWEST OF THE CENTER  OF SYDNEYS
 DD3381'LOOP, 46.7 FEET NORTHWEST OF A TELEPHONE JUNCTION BOX
 DD3381'91000/8/2/92000/82/91000/8/2X, 1.8 FEET SOUTH OF A WITNESS POST.
 DD3381'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 045 028.
 DD3381'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3423 ***********************************************************************
 DD3423  DESIGNATION -  045 029
 DD3423  PID         -  DD3423
 DD3423  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3423  USGS QUAD   -  HEBRON CROSSROADS (1990)
 DD3423
 DD3423                         *CURRENT SURVEY CONTROL
 DD3423  ___________________________________________________________________
 DD3423* NAD 83(2001)-  33 47 36.41223(N)    079 56 26.54211(W)     ADJUSTED  
 DD3423* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 DD3423  ___________________________________________________________________
 DD3423  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 DD3423  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DD3423
 DD3423  HORZ ORDER  -  SECOND
 DD3423
 DD3423.The horizontal coordinates were established by classical geodetic methods
 DD3423.and adjusted by the National Geodetic Survey in March 2004..
 DD3423
 DD3423.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3423
 DD3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3423
 DD3423.The geoid height was determined by GEOID03.
 DD3423
 DD3423;                    North         East     Units Scale Factor Converg.
 DD3423;SPC SC       -   217,871.322   707,677.136   MT  0.99979599   +0 35 14.2
 DD3423;SPC SC       -   714,800.93  2,321,775.38   iFT  0.99979599   +0 35 14.2
 DD3423;UTM  17      - 3,739,758.494   598,061.774   MT  0.99971854   +0 35 21.2
 DD3423
 DD3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3423!SPC SC       -   1.00000102  x   0.99979599  =   0.99979701
 DD3423!UTM  17      -   1.00000102  x   0.99971854  =   0.99971956
 DD3423
 DD3423:                Primary Azimuth Mark                     Grid Az
 DD3423:SPC SC       -  045 029 AZ MK                            157 17 05.7
 DD3423:UTM  17      -  045 029 AZ MK                            157 16 58.7
 DD3423
 DD3423|---------------------------------------------------------------------|
 DD3423| PID    Reference Object                     Distance      Geod. Az  |
 DD3423|                                                           dddmmss.s |
 DD3423| DD3422 045 029 AZ MK                       APPROX. 0.6 KM 1575219.9 |
 DD3423| DD3747 045 029 RM 1                          6.510 METERS 34525     |
 DD3423|---------------------------------------------------------------------|
 DD3423
 DD3423                          SUPERSEDED SURVEY CONTROL
 DD3423
 DD3423  NAD 83(1986)-  33 47 36.42081(N)    079 56 26.54615(W) AD(       ) 2
 DD3423  NAD 27      -  33 47 35.83745(N)    079 56 27.27692(W) AD(       ) 2
 DD3423  NGVD 29 (07/19/86)   26.1    (m)           86.     (f) VERT ANG       
 DD3423
 DD3423.Superseded values are not recommended for survey control.
 DD3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3423.See file dsdata.txt to determine how the superseded data were derived.
 DD3423
 DD3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9806239758(NAD 83)
 DD3423_MARKER: DD = SURVEY DISK
 DD3423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3423
 DD3423  HISTORY     - Date     Condition        Report By
 DD3423  HISTORY     - 1981     MONUMENTED       SCGS
 DD3423  HISTORY     - 20041025 MARK NOT FOUND   SCGS
 DD3423
 DD3423                          STATION DESCRIPTION
 DD3423
 DD3423'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3423'TO REACH THE STATION FROM THE JUNCTION
 DD3423'OF HIGHWAYS S-45-28 AND S-45-78 WHICH IS APPROXIMATELY 11 MILES
 DD3423'SOUTHWEST OF LAKE CITY, S.C.  AND APPROXIMATELY 12 MILES NORTHWEST OF
 DD3423'KINGSTREE, S.C. GO SOUTH ON HIGHWAY S-45-78 FOR 1.2 MILE TO THE
 DD3423'STATION ON THE RIGHT.
 DD3423'
 DD3423'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3423'---045 029 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3423'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 51.2 METERS SSW FROM THE
 DD3423'THE SOUTHWEST CORNER OF A SMALL CONCRETE BRIDGE,  7.9 METERS W FROM
 DD3423'FROM THE APPROXIMATE CENTER OF HIGHWAY S-45-78,  3.0 METERS NE FROM
 DD3423'AN 18 INCH PINE TREE, AND  0.6 METERS ENE FROM A METAL WITNESS POST.
 DD3423'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3423'DISK STAMPED---045 029 1981---SET INTO AN IRREGULAR MASS OF
 DD3423'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3423'
 DD3423'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3423'DISK STAMPED---RM 1 045 029 1981---SET INTO THE TOP OF A ROUND
 DD3423'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3423'44.5 METERS SSW FROM THE THE SOUTHWEST CORNER OF A SMALL CONCRETE
 DD3423'BRIDGE,  7.2 METERS NNW FROM THE APPROXIMATE CENTER OF HIGHWAY
 DD3423'S-45-78,  8.2 METERS NE FROM AN 18 INCH PINE TREE,  6.4 METERS FROM A
 DD3423'METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD3423'
 DD3423'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3423'STAMPED---AZ MK 045 029 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3423'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.9
 DD3423'METERS NE FROM THE APPROXIMATE CENTER OF HIGHWAY S-45-78,  8.5
 DD3423'METERS NW FROM THE APPROXIMATE CENTER OF A DIRT FIELD ROAD,  1.4
 DD3423'METERS NNW FROM A POWER LINE POLE, AND  1.0 METERS NNW FROM A METAL
 DD3423'WITNESS POST.
 DD3423'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO SOUTH ON HIGHWAY
 DD3423'S-45-78 FOR 0.6 KM (0.4 MI) AND THE MARK ON THE LEFT AT A FIELD ROAD
 DD3423'LEFT.
 DD3423
 DD3423                          STATION RECOVERY (2004)
 DD3423
 DD3423'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3423'NOT RECOVERED, A 15 MINUTE SEARCH WAS CONDUCTED, DISTANCES PULLED, A
 DD3423'RESOURCE GRADE  GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3423'CORRECTIONS FROM A BEACON WAS USED TO  LOCATE THIS STATION WITH NO
 DD3423'RESULTS, AREA HAS BEEN CHANGED DUE TO A CULTIVATED  FIELD, PRESUMED
 DD3423'DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3422 ***********************************************************************
 DD3422  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3422  DESIGNATION -  045 029 AZ MK
 DD3422  PID         -  DD3422
 DD3422  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3422  USGS QUAD   -  HEBRON CROSSROADS (1990)
 DD3422
 DD3422                         *CURRENT SURVEY CONTROL
 DD3422  ___________________________________________________________________
 DD3422* NAD 83(2001)-  33 47 17.24448(N)    079 56 17.20760(W)     ADJUSTED  
 DD3422* NAVD 88     -        25.51   (meters)      83.7    (feet)  GPS OBS   
 DD3422  ___________________________________________________________________
 DD3422  X           -     927,083.410 (meters)                     COMP
 DD3422  Y           -  -5,224,744.633 (meters)                     COMP
 DD3422  Z           -   3,526,934.941 (meters)                     COMP
 DD3422  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 DD3422  ELLIP HEIGHT-          -6.81  (meters)          (06/10/05) GPS OBS
 DD3422  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DD3422
 DD3422  HORZ ORDER  -  FIRST
 DD3422  ELLP ORDER  -  FOURTH    CLASS II
 DD3422
 DD3422.The horizontal coordinates were established by GPS observations
 DD3422.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3422
 DD3422.The orthometric height was determined by GPS observations and a
 DD3422.high-resolution geoid model using precise GPS observation and
 DD3422.processing techniques.
 DD3422
 DD3422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3422
 DD3422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3422
 DD3422.The ellipsoidal height was determined by GPS observations
 DD3422.and is referenced to NAD 83.
 DD3422
 DD3422.The geoid height was determined by GEOID03.
 DD3422
 DD3422;                    North         East     Units Scale Factor Converg.
 DD3422;SPC SC       -   217,283.365   707,923.265   MT  0.99979580   +0 35 19.4
 DD3422;SPC SC       -   712,871.93  2,322,582.89   iFT  0.99979580   +0 35 19.4
 DD3422;UTM  17      - 3,739,170.591   598,307.905   MT  0.99971914   +0 35 26.1
 DD3422
 DD3422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3422!SPC SC       -   1.00000107  x   0.99979580  =   0.99979687
 DD3422!UTM  17      -   1.00000107  x   0.99971914  =   0.99972021
 DD3422
 DD3422                          SUPERSEDED SURVEY CONTROL
 DD3422
 DD3422  NAD 83(2001)-  33 47 17.24348(N)    079 56 17.20581(W) AD(       ) 2
 DD3422  NAD 83(1986)-  33 47 17.25207(N)    079 56 17.20984(W) AD(       ) 2
 DD3422  NAD 27      -  33 47 16.66816(N)    079 56 17.94111(W) AD(       ) 2
 DD3422  NGVD 29 (07/19/86)   26.1    (m)           86.     (f) VERT ANG       
 DD3422
 DD3422.Superseded values are not recommended for survey control.
 DD3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3422.See file dsdata.txt to determine how the superseded data were derived.
 DD3422
 DD3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9830839171(NAD 83)
 DD3422_MARKER: DD = SURVEY DISK
 DD3422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3422_SP_SET: CONCRETE POST
 DD3422_STAMPING: AZ MK 045 029 1981
 DD3422_MARK LOGO: SCGS  
 DD3422_PROJECTION: FLUSH
 DD3422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3422+STABILITY: SURFACE MOTION
 DD3422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3422+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 DD3422
 DD3422  HISTORY     - Date     Condition        Report By
 DD3422  HISTORY     - 1981     MONUMENTED       SCGS
 DD3422  HISTORY     - 19930920 GOOD             SCGS
 DD3422  HISTORY     - 20041025 GOOD             SCGS
 DD3422
 DD3422                          STATION DESCRIPTION
 DD3422
 DD3422'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3422'STATION IS LOCATED 8.8 MILES (14.2 KM) WEST OF CADES, 10.5 MILES
 DD3422'(16.9 KM) NORTHWEST OF KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3422'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3422'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3422'52, STATE HIGHWAY 512 AND STATE ROAD 28 IN CADES, GO WEST NORTHWEST
 DD3422'ON ROAD 28 FOR 9.3 MILES (15.0 KM) TO THE JUNCTION OF STATE ROAD 78,
 DD3422'TURN LEFT ON ROAD 78 FOR 1.6 MILES (2.6 KM) TO THE STATION ON THE
 DD3422'LEFT AT THE FIELD ROAD ON THE LEFT. STATION IS A CONCRETE POST FLUSH
 DD3422'WITH THE GROUND, 7.9 METERS (25.9 FT) NORTHEAST OF THE CENTER OF THE
 DD3422'ROAD, 8.5 METERS (27.9 FT) NORTHWEST OF THE CENTER OF THE DIRT FIELD
 DD3422'ROAD, 1.4 METERS (4.6 FT) NORTH NORTHWEST OF A POWER POLE, 1.0 METER
 DD3422'(3.3 FT) NORTH NORTHWEST OF A WITNESS POST.
 DD3422
 DD3422                          STATION RECOVERY (2004)
 DD3422
 DD3422'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3422'STATION IS LOCATED 8.45 MILES SOUTHEAST OF TURBEVILLE, 10.35 MILES
 DD3422'NORTHWEST OF  KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3422'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DD3422'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3422'301 AND STATE HIGHWAY 527 (BLACK  RIVER ROAD) IN SARDINIA,  5.8 MILES
 DD3422'SOUTHWEST OF TURBEVILLE, GO NORTHEAST ON HIGHWAY 301  FOR 2.5 MILES TO
 DD3422'THE JUNCTION OF STATE ROAD 37 (SALEM ROAD), TURN RIGHT ON ROAD 37 FOR
 DD3422'5.5  MILES TO THE JUNCTION OF STATE ROAD 19, CONTINUE ON ROAD 37 FOR
 DD3422'0.9 MILE TO THE JUNCTION  OF STATE ROAD 53, TURN RIGHT ON ROAD 53 FOR
 DD3422'1.05 MILES TO THE CLARENDON/WILLIAMSBURG  COUNTY LINE AND THE JUNCTION
 DD3422'OF STATE ROADS 28 LEFT AND 78 AHEAD, CONTINUE ON ROAD 78  FOR 1.6
 DD3422'MILES TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE NORTHEAST
 DD3422'ANGLE OF A  FIELD ROAD LEFT, 0.05 MILE SOUTH SOUTHWEST OF THE JUNCTION
 DD3422'OF STATE ROAD 548. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 DD3422'AND LEVEL WITH THE ROADS,  25.6 FEET EAST NORTHEAST OF THE CENTER OF
 DD3422'ROAD 78, 8.7 FEET WEST OF A POWER  POLE WITH THREE GUY WIRES, 40.0
 DD3422'FEET NORTH NORTHWEST OF A TELEPHONE JUNCTION  BOX 92-96/8C, 17.3 FEET
 DD3422'NORTH OF THE NORTH END OF A 1.4-FOOT CONCRETE PIPE  CULVERT BENEATH
 DD3422'THE FIELD ROAD, 8.2 FEET WEST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3421 ***********************************************************************
 DD3421  DESIGNATION -  045 030
 DD3421  PID         -  DD3421
 DD3421  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3421  USGS QUAD   -  HEBRON CROSSROADS (1990)
 DD3421
 DD3421                         *CURRENT SURVEY CONTROL
 DD3421  ___________________________________________________________________
 DD3421* NAD 83(2001)-  33 48 57.71303(N)    079 53 02.27264(W)     ADJUSTED  
 DD3421* NAVD 88     -        27.2    (meters)      89.     (feet)  VERTCON   
 DD3421  ___________________________________________________________________
 DD3421  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DD3421  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DD3421
 DD3421  HORZ ORDER  -  SECOND
 DD3421
 DD3421.The horizontal coordinates were established by classical geodetic methods
 DD3421.and adjusted by the National Geodetic Survey in March 2004..
 DD3421
 DD3421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3421
 DD3421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3421
 DD3421.The geoid height was determined by GEOID03.
 DD3421
 DD3421;                    North         East     Units Scale Factor Converg.
 DD3421;SPC SC       -   220,430.899   712,903.435   MT  0.99979692   +0 37 07.4
 DD3421;SPC SC       -   723,198.49  2,338,922.03   iFT  0.99979692   +0 37 07.4
 DD3421;UTM  17      - 3,742,318.087   603,287.602   MT  0.99973152   +0 37 16.2
 DD3421
 DD3421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3421!SPC SC       -   1.00000081  x   0.99979692  =   0.99979773
 DD3421!UTM  17      -   1.00000081  x   0.99973152  =   0.99973233
 DD3421
 DD3421|---------------------------------------------------------------------|
 DD3421| PID    Reference Object                     Distance      Geod. Az  |
 DD3421|                                                           dddmmss.s |
 DD3421| DD3748 045 030 RM 1                         12.561 METERS 01959     |
 DD3421| DD3420 045 030 AZ MK                       429.951 METERS 1024922.7 |
 DD3421|---------------------------------------------------------------------|
 DD3421
 DD3421                          SUPERSEDED SURVEY CONTROL
 DD3421
 DD3421  NAD 83(1986)-  33 48 57.72195(N)    079 53 02.27799(W) AD(       ) 2
 DD3421  NAD 27      -  33 48 57.14106(N)    079 53 03.01520(W) AD(       ) 2
 DD3421  NGVD 29 (07/19/86)   27.5    (m)           90.     (f) VERT ANG       
 DD3421
 DD3421.Superseded values are not recommended for survey control.
 DD3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3421.See file dsdata.txt to determine how the superseded data were derived.
 DD3421
 DD3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0328842318(NAD 83)
 DD3421_MARKER: DD = SURVEY DISK
 DD3421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3421_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3421
 DD3421  HISTORY     - Date     Condition        Report By
 DD3421  HISTORY     - 1981     MONUMENTED       SCGS
 DD3421
 DD3421                          STATION DESCRIPTION
 DD3421
 DD3421'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3421'THE STATION IS LOCATED THE STATION IS LOCATDD ABOUT 9.7 KM (6.0 MI)
 DD3421'WEST OF CADES, IN THE VILLAGE OF HEBRON, 16.9 KM (10.5 MI)
 DD3421'NORTH-NORTHWEST OF KINGSTREE, AT THE OLD SCHOOL BUILDING AND BALL
 DD3421'FIELD IN HEBRON.
 DD3421'
 DD3421'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS S-45-47 AND
 DD3421'S-45-28 IN HEBRON, GO EAST ON HIGHWAY S-45-28 FOR 2.4 KM (0.15 MI) TO
 DD3421'THE STATION ON RIGHT, JUST EAST OF FENCE AROUND OLD SCHOOL BUILDING
 DD3421'AND JUST NORTH OF BALL FIELD.
 DD3421'
 DD3421'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3421'---045 030 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3421'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 23.5 METERS S FROM THE
 DD3421'CENTER HIGHWAY S-45-28, 27.4 METERS SE FROM THE DIRT DRIVEWAY, 28.5
 DD3421'METERS E FROM THE CHAIN LENGTH FENCE, 12.6 METERS S FROM THE WITNESS
 DD3421'POST, AND 13.4 METERS S FROM EDGE OF DITCH.
 DD3421'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3421'DISK STAMPED---045 030 1981---SET INTO AN IRREGULAR MASS OF
 DD3421'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3421'
 DD3421'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3421'DISK STAMPED---045 030 RM 1 1981---LOCATED  9.1 METERS S FROM THE
 DD3421'CENTER OF HIGHWAY S-45-028, 24.0 METERS E FROM THE DRIVEWAY, 29.1
 DD3421'METERS E FROM THE FENCE CORNER,  1.0 METERS W FROM THE WITNESS POST,
 DD3421'0.9 METERS S FROM THE EDGE OF BAR DITCH, AND IS LEVEL WITH THE
 DD3421'STATION.
 DD3421'
 DD3421'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3421'STAMPED---045 030 AZ MK 1981---8.5 NE OF TELEPHONE JUNCTION BOX
 DD3421'LOCATED 12.2 METERS N FROM THE CENTER OF STATE HIGHWAY S-45-28,  6.1
 DD3421'METERS W FROM THE DIRT ROAD,  1.8 METERS N FROM THE POWER LINE POLE,
 DD3421'AND  1.7 METERS N FROM THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3420 ***********************************************************************
 DD3420  DESIGNATION -  045 030 AZ MK
 DD3420  PID         -  DD3420
 DD3420  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3420  USGS QUAD   -  HEBRON CROSSROADS (1990)
 DD3420
 DD3420                         *CURRENT SURVEY CONTROL
 DD3420  ___________________________________________________________________
 DD3420* NAD 83(2001)-  33 48 54.61567(N)    079 52 45.97160(W)     ADJUSTED  
 DD3420* NAVD 88     -        27.0    (meters)      89.     (feet)  VERTCON   
 DD3420  ___________________________________________________________________
 DD3420  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DD3420  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DD3420
 DD3420  HORZ ORDER  -  SECOND
 DD3420
 DD3420.The horizontal coordinates were established by classical geodetic methods
 DD3420.and adjusted by the National Geodetic Survey in March 2004..
 DD3420
 DD3420.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3420
 DD3420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3420
 DD3420.The geoid height was determined by GEOID03.
 DD3420
 DD3420;                    North         East     Units Scale Factor Converg.
 DD3420;SPC SC       -   220,340.027   713,323.584   MT  0.99979688   +0 37 16.5
 DD3420;SPC SC       -   722,900.35  2,340,300.47   iFT  0.99979688   +0 37 16.5
 DD3420;UTM  17      - 3,742,227.239   603,707.728   MT  0.99973259   +0 37 25.2
 DD3420
 DD3420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3420!SPC SC       -   1.00000084  x   0.99979688  =   0.99979772
 DD3420!UTM  17      -   1.00000084  x   0.99973259  =   0.99973343
 DD3420
 DD3420                          SUPERSEDED SURVEY CONTROL
 DD3420
 DD3420  NAD 83(1986)-  33 48 54.62463(N)    079 52 45.97703(W) AD(       ) 2
 DD3420  NAD 27      -  33 48 54.04327(N)    079 52 46.71473(W) AD(       ) 2
 DD3420  NGVD 29 (07/19/86)   27.3    (m)           90.     (f) VERT ANG       
 DD3420
 DD3420.Superseded values are not recommended for survey control.
 DD3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3420.See file dsdata.txt to determine how the superseded data were derived.
 DD3420
 DD3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0370842227(NAD 83)
 DD3420_MARKER: DD = SURVEY DISK
 DD3420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3420_SP_SET: CONCRETE POST
 DD3420_STAMPING: 045 030 AZ MK 1981
 DD3420_MARK LOGO: SCGS  
 DD3420_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3420+STABILITY: SURFACE MOTION
 DD3420
 DD3420  HISTORY     - Date     Condition        Report By
 DD3420  HISTORY     - 1981     MONUMENTED       SCGS
 DD3420  HISTORY     - 19930920 GOOD             SCGS
 DD3420
 DD3420                          STATION DESCRIPTION
 DD3420
 DD3420'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3420'STATION IS LOCATED 6.0 MILES (9.7 KM) WEST NORTHWEST OF CADES, IN THE
 DD3420'SMALL COMMUNITY OF HEBRON. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3420'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3420'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3420'52, STATE HIGHWAY 512 AND STATE ROAD 28 IN CADES, GO WEST NORTHWEST
 DD3420'ON ROAD 28 FOR 5.5 MILES (8.9 KM) TO THE STATION ON THE RIGHT NEAR A
 DD3420'POWER POLE, 0.4 MILE (0.6 KM) EAST SOUTHEAST OF THE JUNCTION OF STATE
 DD3420'ROAD 47. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 8.5 METERS
 DD3420'(27.9 FT) NORTHEAST OF A TELEPHONE JUNCTION BOX, 12.2 METERS
 DD3420'(40.0 FT) NORTH OF THE CENTER OF THE ROAD, 6.1 METERS (20.0 FT) WEST
 DD3420'OF THE CENTER OF A DIRT ROAD, 1.8 METERS (5.9 FT) NORTH OF THE POWER
 DD3420'POLE, 1.7 METERS (5.6 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3386 ***********************************************************************
 DD3386  DESIGNATION -  045 031
 DD3386  PID         -  DD3386
 DD3386  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3386  USGS QUAD   -  WORKMAN (1990)
 DD3386
 DD3386                         *CURRENT SURVEY CONTROL
 DD3386  ___________________________________________________________________
 DD3386* NAD 83(2001)-  33 44 05.84813(N)    079 55 30.04762(W)     ADJUSTED  
 DD3386* NAVD 88     -        19.3    (meters)      63.     (feet)  VERTCON   
 DD3386  ___________________________________________________________________
 DD3386  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 DD3386  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DD3386
 DD3386  HORZ ORDER  -  SECOND
 DD3386
 DD3386.The horizontal coordinates were established by classical geodetic methods
 DD3386.and adjusted by the National Geodetic Survey in March 2004..
 DD3386
 DD3386.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3386
 DD3386.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3386
 DD3386.The geoid height was determined by GEOID03.
 DD3386
 DD3386;                    North         East     Units Scale Factor Converg.
 DD3386;SPC SC       -   211,400.401   709,197.515   MT  0.99979431   +0 35 45.5
 DD3386;SPC SC       -   693,570.87  2,326,763.50   iFT  0.99979431   +0 35 45.5
 DD3386;UTM  17      - 3,733,288.096   599,582.211   MT  0.99972225   +0 35 49.4
 DD3386
 DD3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3386!SPC SC       -   1.00000204  x   0.99979431  =   0.99979635
 DD3386!UTM  17      -   1.00000204  x   0.99972225  =   0.99972429
 DD3386
 DD3386|---------------------------------------------------------------------|
 DD3386| PID    Reference Object                     Distance      Geod. Az  |
 DD3386|                                                           dddmmss.s |
 DD3386| DD3385 045 031 RM 2                        342.851 METERS 10058     |
 DD3386| DD3749 045 031 RM 1                          6.301 METERS 17022     |
 DD3386|---------------------------------------------------------------------|
 DD3386
 DD3386                          SUPERSEDED SURVEY CONTROL
 DD3386
 DD3386  NAD 83(1986)-  33 44 05.85692(N)    079 55 30.05075(W) AD(       ) 2
 DD3386  NAD 27      -  33 44 05.27620(N)    079 55 30.78661(W) AD(       ) 2
 DD3386  NGVD 29 (07/19/86)   19.6    (m)           64.     (f) VERT ANG       
 DD3386
 DD3386.Superseded values are not recommended for survey control.
 DD3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3386.See file dsdata.txt to determine how the superseded data were derived.
 DD3386
 DD3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9958233288(NAD 83)
 DD3386_MARKER: DD = SURVEY DISK
 DD3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3386_STAMPING: HORZ 045 081 1981
 DD3386_MARK LOGO: SCGS  
 DD3386_PROJECTION: FLUSH
 DD3386_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3386+STABILITY: SURFACE MOTION
 DD3386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3386+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 DD3386
 DD3386  HISTORY     - Date     Condition        Report By
 DD3386  HISTORY     - 1981     MONUMENTED       SCGS
 DD3386  HISTORY     - 20041207 GOOD             SCGS
 DD3386
 DD3386                          STATION DESCRIPTION
 DD3386
 DD3386'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3386'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) WEST-NORTHWEST OF
 DD3386'KINGSTREE, ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF CADES, ON THE
 DD3386'RIGHT-OF-WAY OF STATE HIGHWAY 527.  FOR INFORMATION CONTACT--  MR.
 DD3386'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3386'S.C.  29202, TELEPHONE (803) 758-3414.
 DD3386'
 DD3386'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 DD3386'HIGHWAY 527 IN KINGSTREE, GO NORTHWESTERLY ON STATE HIGHWAY 527 FOR
 DD3386'11.6 KM (7.2 MI) TO THE MOUZON CHURCH ON RIGHT AND THE STATION ON
 DD3386'RIGHT.
 DD3386'
 DD3386'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3386'---045 031 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3386'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 32.9 METERS N FROM THE
 DD3386'CENTER OF U.S. HIGHWAY 527, 25.3 METERS E FROM THE FENCE, 25.0 METERS
 DD3386'SSW FROM THE CENTER OF DOOR IN FRONT OF CHURCH,  3.8 METERS WSW FROM
 DD3386'THE LIGHT POLE, AND 19.5 METERS N FROM THE WITNESS POST.
 DD3386'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3386'DISK STAMPED---045 031 1981---SET INTO AN IRREGULAR MASS OF
 DD3386'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3386'
 DD3386'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3386'DISK STAMPED---045 031 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3386'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3386'13.7 METERS N FROM THE CENTER OF U.S. HIGHWAY 327, 22.8 METERS E FROM
 DD3386'THE WEST DRIVEWAY, 18.6 METERS W FROM THE EAST DRIVEWAY,  0.8 METERS
 DD3386'E FROM THE SIGN MOUZON PRESBYTERIAN CHURCH,  0.9 METERS E FROM THE
 DD3386'WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD3386'
 DD3386'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3386'DISK STAMPED---045 031 1981 RM 2---SET INTO THE TOP OF A ROUND
 DD3386'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND RM 2 IS
 DD3386'USED FOR AZIMUTH MRRK. LOCATED 10.0 METERS S FROM THE CENTER OF,  6.7
 DD3386'METERS E FROM THE CENTER OF A FIELD ENTRANCE,  0.2 METERS N FROM THE
 DD3386'FENCE,  0.2 METERS NW FROM THE WITNESS POST, AND IS LEVEL WITH THE
 DD3386'STATION.
 DD3386'
 DD3386'TO REACH RM 2 FROM STATION, GO EAST ON US HIGHWAY 527 FOR 0.3 KM
 DD3386'(0.2 MI) TO THE MARK ON RIGHT.
 DD3386
 DD3386                          STATION RECOVERY (2004)
 DD3386
 DD3386'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3386'STATION IS LOCATED 7.15 MILES NORTHWEST OF KINGSTREE, 8.65 MILES WEST
 DD3386'SOUTHWEST OF  CADES. OWNERSHIP--MOUZON PRESBYTERIAN CHURCH PCA, 124
 DD3386'LYNCHBURG ROAD, KINGSTREE,  SC 29556. TO REACH THE STATION FROM THE
 DD3386'JUNCTION OF U.S. HIGHWAYS 52 (LONGSTREET STREET),  STATE HIGHWAY 527
 DD3386'AND STATE ROADS 127 (PRESSLEY AVENUE) AND 52 (ACADEMY STREET) IN
 DD3386'KINGSTREE, GO WEST NORTHWEST ON HIGHWAY 527 FOR 5.4 MILES TO THE
 DD3386'JUNCTION OF STATE  ROAD 248, CONTINUE ON HIGHWAY 527 FOR 1.65 MILES TO
 DD3386'THE STATION ON THE RIGHT IN THE  FRONT PROPERTY OF THE MOUSON
 DD3386'PRESBYTERIAN CHURCH. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 DD3386'12.9 FEET WEST OF A SECURITY LIGHT  POLE, 47.3 FEET SOUTH SOUTHWEST OF
 DD3386'THE SOUTHWEST CORNER OF A CONCRETE SIDEWALK IN  FRONT OF THE CHURCH,
 DD3386'73.9 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH, 63.1 FEET
 DD3386'NORTH OF SURVEY STATION 045 031 RM 1, 59.9 FEET NORTH OF THE NORTH END
 DD3386'OF THE BRICK  CHURCH SIGN. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3385 ***********************************************************************
 DD3385  DESIGNATION -  045 031 RM 2
 DD3385  PID         -  DD3385
 DD3385  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3385  USGS QUAD   -  WORKMAN (1990)
 DD3385
 DD3385                         *CURRENT SURVEY CONTROL
 DD3385  ___________________________________________________________________
 DD3385* NAD 83(2001)-  33 44 03.73133(N)    079 55 16.97207(W)     ADJUSTED  
 DD3385* NAVD 88     -        16.2    (meters)      53.     (feet)  VERTCON   
 DD3385  ___________________________________________________________________
 DD3385  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 DD3385  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DD3385
 DD3385  HORZ ORDER  -  SECOND
 DD3385
 DD3385.The horizontal coordinates were established by classical geodetic methods
 DD3385.and adjusted by the National Geodetic Survey in March 2004..
 DD3385
 DD3385.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3385
 DD3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3385
 DD3385.The geoid height was determined by GEOID03.
 DD3385
 DD3385;                    North         East     Units Scale Factor Converg.
 DD3385;SPC SC       -   211,338.704   709,534.697   MT  0.99979430   +0 35 52.7
 DD3385;SPC SC       -   693,368.45  2,327,869.74   iFT  0.99979430   +0 35 52.7
 DD3385;UTM  17      - 3,733,226.411   599,919.370   MT  0.99972308   +0 35 56.6
 DD3385
 DD3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3385!SPC SC       -   1.00000253  x   0.99979430  =   0.99979683
 DD3385!UTM  17      -   1.00000253  x   0.99972308  =   0.99972561
 DD3385
 DD3385                          SUPERSEDED SURVEY CONTROL
 DD3385
 DD3385  NAD 83(1986)-  33 44 03.74015(N)    079 55 16.97526(W) AD(       ) 2
 DD3385  NAD 27      -  33 44 03.15908(N)    079 55 17.71151(W) AD(       ) 2
 DD3385  NGVD 29 (07/19/86)   16.5    (m)           54.     (f) VERT ANG       
 DD3385
 DD3385.Superseded values are not recommended for survey control.
 DD3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3385.See file dsdata.txt to determine how the superseded data were derived.
 DD3385
 DD3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9991933226(NAD 83)
 DD3385_MARKER: DD = SURVEY DISK
 DD3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3385_SP_SET: CONCRETE POST
 DD3385_STAMPING: 045 031 1981 RM 2
 DD3385_MARK LOGO: SCGS  
 DD3385_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3385+STABILITY: SURFACE MOTION
 DD3385
 DD3385  HISTORY     - Date     Condition        Report By
 DD3385  HISTORY     - 1981     MONUMENTED       SCGS
 DD3385  HISTORY     - 19930920 GOOD             SCGS
 DD3385  HISTORY     - 20041207 MARK NOT FOUND   SCGS
 DD3385
 DD3385                          STATION DESCRIPTION
 DD3385
 DD3385'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3385'STATION IS LOCATED 7.5 MILES (12.1 KM) WEST NORTHWEST OF KINGSTREE,
 DD3385'9.0 MILES (14.5 KM) SOUTHWEST OF CADES. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3385'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3385'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3385'52 AND STATE HIGHWAY 527 IN KINGSTREE, GO NORTHWEST ON HIGHWAY 527
 DD3385'FOR 7.0 MILES (11.3 KM) TO THE STATION ON THE LEFT IN THE SOUTHEAST
 DD3385'ANGLE OF A FIELD ROAD LEFT. STATION IS A CONCRETE POST FLUSH WITH THE
 DD3385'GROUND, 10.0 METERS (32.8 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 6.7
 DD3385'METERS (22.0 FT) EAST OF THE CENTER OF THE FIELD ENTRANCE, 0.2 METER
 DD3385'(0.7 FT) NORTH OF THE FENCE, 0.2 METER (0.7 FT) NORTHWEST OF A
 DD3385'WITNESS POST.
 DD3385
 DD3385                          STATION RECOVERY (2004)
 DD3385
 DD3385'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3385'NOT RECOVERED, A 15 MINUTE SEARCH WAS CONDUCTED, DISTANCES PULLED, A
 DD3385'RESOURCE GRADE  GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3385'CORRECTIONS FROM A BEACON WAS USED TO  LOCATE THIS STATION WITH NO
 DD3385'RESULTS, AREA HAS BEEN CHANGED DUE TO RE-GRADING A  DITCH, PRESUMED
 DD3385'DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1816 ***********************************************************************
 DE1816  DESIGNATION -  045 032
 DE1816  PID         -  DE1816
 DE1816  STATE/COUNTY-  SC/WILLIAMSBURG
 DE1816  USGS QUAD   -  BUTLERS BAY (1987)
 DE1816
 DE1816                         *CURRENT SURVEY CONTROL
 DE1816  ___________________________________________________________________
 DE1816* NAD 83(2001)-  33 35 04.03531(N)    080 00 01.92090(W)     ADJUSTED  
 DE1816* NAVD 88     -        25.2    (meters)      83.     (feet)  VERTCON   
 DE1816  ___________________________________________________________________
 DE1816  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DE1816  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DE1816
 DE1816  HORZ ORDER  -  SECOND
 DE1816
 DE1816.The horizontal coordinates were established by classical geodetic methods
 DE1816.and adjusted by the National Geodetic Survey in March 2004..
 DE1816
 DE1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1816
 DE1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1816
 DE1816.The geoid height was determined by GEOID03.
 DE1816
 DE1816;                    North         East     Units Scale Factor Converg.
 DE1816;SPC SC       -   194,641.106   702,362.185   MT  0.99979475   +0 33 14.8
 DE1816;SPC SC       -   638,586.31  2,304,337.88   iFT  0.99979475   +0 33 14.8
 DE1816;UTM  17      - 3,716,530.151   592,747.402   MT  0.99970605   +0 33 10.5
 DE1816
 DE1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1816!SPC SC       -   1.00000110  x   0.99979475  =   0.99979585
 DE1816!UTM  17      -   1.00000110  x   0.99970605  =   0.99970715
 DE1816
 DE1816|---------------------------------------------------------------------|
 DE1816| PID    Reference Object                     Distance      Geod. Az  |
 DE1816|                                                           dddmmss.s |
 DE1816| DD3379 045 032 RM 2                        245.372 METERS 14708     |
 DE1816| DE2594 045 032 RM 1                          9.460 METERS 15847     |
 DE1816|---------------------------------------------------------------------|
 DE1816
 DE1816                          SUPERSEDED SURVEY CONTROL
 DE1816
 DE1816  NAD 83(1986)-  33 35 04.04401(N)    080 00 01.92360(W) AD(       ) 2
 DE1816  NAD 27      -  33 35 03.44701(N)    080 00 02.64687(W) AD(       ) 2
 DE1816  NGVD 29 (07/19/86)   25.5    (m)           84.     (f) VERT ANG       
 DE1816
 DE1816.Superseded values are not recommended for survey control.
 DE1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1816.See file dsdata.txt to determine how the superseded data were derived.
 DE1816
 DE1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9274716530(NAD 83)
 DE1816_MARKER: DD = SURVEY DISK
 DE1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1816
 DE1816  HISTORY     - Date     Condition        Report By
 DE1816  HISTORY     - 1981     MONUMENTED       SCGS
 DE1816
 DE1816                          STATION DESCRIPTION
 DE1816
 DE1816'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DE1816'THE STATION IS LOCATED IN THE WEST PART OF GREELYVILLE, AT THE WEST
 DE1816'EDGE OF THE C.E. MURRAY ELEMENTARY
 DE1816'AND HIGHSCHOOL, ABOUT 185 FEET
 DE1816'NORTH-NORTHEAST OF US HIGHWAY 521.
 DE1816'
 DE1816'NO TO REACH NEEDED.  STATION IS LOCATED ON KNOWN SCHOOL GROUND.
 DE1816'
 DE1816'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1816'---045 032 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1816'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 56.4 METERS NNE FROM THE
 DE1816'CENTER OF U.S. HIGHWAY 521, 29.8 METERS E FROM THE POWER LINE POLE NO
 DE1816'48,  8.5 METERS WNW FROM THE EDGE OF SCHOOL YARD,  9.0 METERS N FROM
 DE1816'THE WITNESS POST, AND 13.7 METERS SW FROM A LARGE DEAD TREE.
 DE1816'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1816'DISK STAMPED---045 032 1981---SET INTO AN IRREGULAR MASS OF
 DE1816'CONCRETE 3.8 FEET BELOW THE SURFACE.
 DE1816'
 DE1816'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1816'DISK STAMPED---045 032 RM 1 1981---SET INTO THE TOP OF A ROUND
 DE1816'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1816'49.0 METERS NNE FROM THE CENTER OF U.S. HIGHWAY 521, 28.6 METERS E
 DE1816'FROM THE POWER POLE NO 48,  3.2 METERS NNW FROM THE 24 INCH PINE
 DE1816'TREE,  1.5 METERS NNW FROM THE WITNESS POST, AND IS LEVEL WITH THE
 DE1816'STATION.
 DE1816'
 DE1816'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1816'DISK STAMPED---045 032 1981 RM 2---SET INTO THE TOP OF A ROUND
 DE1816'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DE1816'10.4 METERS S FROM THE CENTER OF U.S. HIGHWAY 521, 38.0 METERS W FROM
 DE1816'A HIGHWAY S-45-26 AND 521,  0.9 METERS ESE FROM THE TELEPHONE POLE,
 DE1816'0.9 METERS ESE FROM THE WITNESS POST, AND IS LEVEL WITH THE STATION.
 DE1816'
 DE1816'TO REACH RM 2 FROM THE STATION, GO SOUTHEAST ON US HIGHWAY 521 FOR
 DE1816'0.1 MI TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3379 ***********************************************************************
 DD3379  DESIGNATION -  045 032 RM 2
 DD3379  PID         -  DD3379
 DD3379  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3379  USGS QUAD   -  GREELEYVILLE (1990)
 DD3379
 DD3379                         *CURRENT SURVEY CONTROL
 DD3379  ___________________________________________________________________
 DD3379* NAD 83(2001)-  33 34 57.34629(N)    079 59 56.75643(W)     ADJUSTED  
 DD3379* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 DD3379  ___________________________________________________________________
 DD3379  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 DD3379  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DD3379
 DD3379  HORZ ORDER  -  SECOND
 DD3379
 DD3379.The horizontal coordinates were established by classical geodetic methods
 DD3379.and adjusted by the National Geodetic Survey in March 2004..
 DD3379
 DD3379.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3379
 DD3379.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3379
 DD3379.The geoid height was determined by GEOID03.
 DD3379
 DD3379;                    North         East     Units Scale Factor Converg.
 DD3379;SPC SC       -   194,436.360   702,497.321   MT  0.99979480   +0 33 17.6
 DD3379;SPC SC       -   637,914.57  2,304,781.24   iFT  0.99979480   +0 33 17.6
 DD3379;UTM  17      - 3,716,325.420   592,882.522   MT  0.99970636   +0 33 13.2
 DD3379
 DD3379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3379!SPC SC       -   1.00000105  x   0.99979480  =   0.99979585
 DD3379!UTM  17      -   1.00000105  x   0.99970636  =   0.99970741
 DD3379
 DD3379                          SUPERSEDED SURVEY CONTROL
 DD3379
 DD3379  NAD 83(1986)-  33 34 57.35504(N)    079 59 56.75914(W) AD(       ) 2
 DD3379  NAD 27      -  33 34 56.75771(N)    079 59 57.48277(W) AD(       ) 2
 DD3379  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG       
 DD3379
 DD3379.Superseded values are not recommended for survey control.
 DD3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3379.See file dsdata.txt to determine how the superseded data were derived.
 DD3379
 DD3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9288316325(NAD 83)
 DD3379_MARKER: DD = SURVEY DISK
 DD3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3379_SP_SET: CONCRETE POST
 DD3379_STAMPING: 045 032 1981 RM 2
 DD3379_MARK LOGO: SCGS  
 DD3379_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3379+STABILITY: SURFACE MOTION
 DD3379
 DD3379  HISTORY     - Date     Condition        Report By
 DD3379  HISTORY     - 1981     MONUMENTED       SCGS
 DD3379  HISTORY     - 19930920 GOOD             SCGS
 DD3379
 DD3379                          STATION DESCRIPTION
 DD3379
 DD3379'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3379'STATION IS LOCATED IN GREELEYVILLE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3379'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3379'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3379'521 AND 52, 2.6 MILES (4.2 KM) EAST OF GREELEYVILLE, GO WEST ON
 DD3379'HIGHWAY 521 FOR 2.9 MILES (4.7 KM) TO THE JUNCTION OF STATE ROAD 375
 DD3379'LEFT AND U.S. HIGHWAY 521 RIGHT, TURN RIGHT ON HIGHWAY 521 FOR 0.5
 DD3379'MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 26 AND THE STATION ON THE
 DD3379'LEFT NEAR A TELEPHONE POLE. STATION IS A CONCRETE POST FLUSH WITH THE
 DD3379'GROUND, 10.4 METERS (34.1 FT) SOUTH OF THE CENTER OF THE HIGHWAY,
 DD3379'38.0 METERS (124.7 FT) WEST OF THE CENTER OF THE INTERSECTION OF ROAD
 DD3379'26 AND HIGHWAY 521, 0.9 METER (3.0 FT) EAST SOUTHEAST OF THE
 DD3379'TELEPHONE POLE, 0.9 METER (3.0 FT) EAST SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3389 ***********************************************************************
 DD3389  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3389  DESIGNATION -  045 033
 DD3389  PID         -  DD3389
 DD3389  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3389  USGS QUAD   -  WORKMAN (1990)
 DD3389
 DD3389                         *CURRENT SURVEY CONTROL
 DD3389  ___________________________________________________________________
 DD3389* NAD 83(2001)-  33 41 18.96201(N)    079 59 53.70090(W)     ADJUSTED  
 DD3389* NAVD 88     -        24.10   (meters)      79.1    (feet)  GPS OBS   
 DD3389  ___________________________________________________________________
 DD3389  X           -     922,663.694 (meters)                     COMP
 DD3389  Y           -  -5,231,751.547 (meters)                     COMP
 DD3389  Z           -   3,517,754.512 (meters)                     COMP
 DD3389  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DD3389  ELLIP HEIGHT-          -8.12  (meters)          (06/10/05) GPS OBS
 DD3389  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DD3389
 DD3389  HORZ ORDER  -  FIRST
 DD3389  ELLP ORDER  -  FOURTH    CLASS II
 DD3389
 DD3389.The horizontal coordinates were established by GPS observations
 DD3389.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DD3389
 DD3389.The orthometric height was determined by GPS observations and a
 DD3389.high-resolution geoid model using precise GPS observation and
 DD3389.processing techniques.
 DD3389
 DD3389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3389
 DD3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3389
 DD3389.The ellipsoidal height was determined by GPS observations
 DD3389.and is referenced to NAD 83.
 DD3389
 DD3389.The geoid height was determined by GEOID03.
 DD3389
 DD3389;                    North         East     Units Scale Factor Converg.
 DD3389;SPC SC       -   206,191.710   702,462.154   MT  0.99979371   +0 33 19.3
 DD3389;SPC SC       -   676,481.99  2,304,665.86   iFT  0.99979371   +0 33 19.3
 DD3389;UTM  17      - 3,728,079.740   592,847.451   MT  0.99970627   +0 33 20.5
 DD3389
 DD3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3389!SPC SC       -   1.00000127  x   0.99979371  =   0.99979498
 DD3389!UTM  17      -   1.00000127  x   0.99970627  =   0.99970754
 DD3389
 DD3389|---------------------------------------------------------------------|
 DD3389| PID    Reference Object                     Distance      Geod. Az  |
 DD3389|                                                           dddmmss.s |
 DD3389| DD3750 045 033 RM 1                          8.928 METERS 05728     |
 DD3389| DE1813 045 033 AZ MK                       APPROX. 0.5 KM 2505730.9 |
 DD3389|---------------------------------------------------------------------|
 DD3389
 DD3389                          SUPERSEDED SURVEY CONTROL
 DD3389
 DD3389  NAD 83(2001)-  33 41 18.96188(N)    079 59 53.69940(W) AD(       ) 2
 DD3389  NAD 83(1986)-  33 41 18.97100(N)    079 59 53.70248(W) AD(       ) 2
 DD3389  NAD 27      -  33 41 18.38555(N)    079 59 54.42929(W) AD(       ) 2
 DD3389  NGVD 29 (07/19/86)   24.5    (m)           80.     (f) VERT ANG       
 DD3389
 DD3389.Superseded values are not recommended for survey control.
 DD3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3389.See file dsdata.txt to determine how the superseded data were derived.
 DD3389
 DD3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9284728080(NAD 83)
 DD3389_MARKER: DD = SURVEY DISK
 DD3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3389_STAMPING: HORZ 045 033 1981
 DD3389_MARK LOGO: SCGS  
 DD3389_PROJECTION: RECESSED 5 CENTIMETERS
 DD3389_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3389+STABILITY: SURFACE MOTION
 DD3389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3389+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 DD3389
 DD3389  HISTORY     - Date     Condition        Report By
 DD3389  HISTORY     - 1981     MONUMENTED       SCGS
 DD3389  HISTORY     - 20041026 GOOD             SCGS
 DD3389
 DD3389                          STATION DESCRIPTION
 DD3389
 DD3389'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3389'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) NORTH OF GREELEYVILLE,
 DD3389'ABOUT 18.5 KM (11.5 MI) WEST OF KINGSTREE, ABOUT 1 MILE WEST OF
 DD3389'TRIANGULATION STATION HARRINGTON 1934, ON THE SOUTH SIDE OF STATE
 DD3389'HIGHWAY 261.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DD3389'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C. 29202,
 DD3389'TELEPHONE (803) 758-3414.
 DD3389'
 DD3389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 DD3389'HIGHWAY 261, ABOUT 4.0 KM (2.5 MI) SOUTHWEST OF KINGSTREE, GO
 DD3389'WESTERLY ON STATE HIGHWAY 261 FOR 12.2 KM (7.55 MI) TO TRIANGULATION
 DD3389'HARRINGTON 1934 ON RIGHT, CONTINUE WESTERLY ON STATE HIGHWAY 261 FOR
 DD3389'1.5 KM (0.95 MI) TO THE STATION ON  LEFT.
 DD3389'
 DD3389'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3389'---045 033 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5
 DD3389'CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 11.3
 DD3389'METERS S FROM CENTER LINE OF STATE HIGHWAY 261,  1.0 METERS NW
 DD3389'FROM POWER POLE,  1.0 METERS W FROM METAL WITNESS POST, AND
 DD3389'31.4 METERS E FROM FIELD DRIVE.
 DD3389'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3389'DISK STAMPED---045 033 1981---SET IN AN IRREGULAR MASS OF CONCRETE
 DD3389'1.2 M (3.8 FT) BELOW THE GROUND SURFACE.
 DD3389'
 DD3389'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3389'DISK STAMPED---045 033 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3389'CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3389'9.8 METERS S FROM CENTER LINE OF STATE HIGHWAY 261,  7.9 METERS
 DD3389'NE FROM METAL WITNESS POST,  7.8 METERS NE FROM POWER POLE,
 DD3389'23.3 METERS W FROM FIELD DRIVE, AND IS LEVEL WITH THE STATION.
 DD3389'
 DD3389'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3389'STAMPED---045 033 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3389'MONUMENT 30.5 CM IN DIAMETER PROJECTING 0.3 CM ABOVE THE GROUND
 DD3389'LOCATED 10.0 METERS NNW FROM CENTER LINE OF STATE HIGHWAY 261,
 DD3389'0.7 METERS SW FROM METAL WITNESS POST, 14.3 METERS SSW FROM
 DD3389'APPROXIMATE CENTER OF DRIVEWAY, AND  8.2 METERS SSW FROM
 DD3389'TELEPHONE JUNCTION BOX.
 DD3389'TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 DD3389'WESTERLY FOR 3/10 OF A MILE ON STATE HIGHWAY 261 (0.09 K MI) TO MARK
 DD3389'ON RIGHT.
 DD3389
 DD3389                          STATION RECOVERY (2004)
 DD3389
 DD3389'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD3389'STATION IS LOCATED 12.25 MILES EAST OF MANNING, 7.5 MILES NORTH OF
 DD3389'GREELEYVILLE.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DD3389'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DD3389'FROM THE JUNCTION OF U.S. HIGHWAY 52 (WILLIAMSBURG COUNTY  ROAD) AND
 DD3389'STATE HIGHWAY 261 (MANNING HIGHWAY), 2.7 MILES WEST SOUTHWEST OF
 DD3389'KINGSTREE, GO NORTH NORTHWEST ON HIGHWAY 261 FOR 5.95 MILES TO THE
 DD3389'JUNCTION OF  STATE ROAD 35 (EASLER ROAD) AT MARTINS CROSSROADS,
 DD3389'CONTINUE ON HIGHWAY 261 FOR 2.45  MILES TO THE STATION ON THE LEFT
 DD3389'NEAR A POWER POLE AT THE EDGE OF A CULTIVATED FIELD. STATION IS A
 DD3389'CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE HIGHWAY, 37.2 FEET
 DD3389'SOUTH OF THE CENTER OF THE HIGHWAY, 4.0 FEET WEST OF THE POWER POLE
 DD3389'WITH A SCGS  REFERENCE WASHER ATTACHED, 93.6 FEET WEST SOUTHWEST OF
 DD3389'THE WEST END OF A  1.5-FOOT CONCRETE PIPE CULVERT BENEATH A FIELD
 DD3389'ACCESS ASPHALT APRON, 4.0 FEET WEST  OF A WITNESS POST. RECOVERED BY
 DD3389'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1813 ***********************************************************************
 DE1813  DESIGNATION -  045 033 AZ MK
 DE1813  PID         -  DE1813
 DE1813  STATE/COUNTY-  SC/CLARENDON
 DE1813  USGS QUAD   -  FORESTON (1987)
 DE1813
 DE1813                         *CURRENT SURVEY CONTROL
 DE1813  ___________________________________________________________________
 DE1813* NAD 83(2001)-  33 41 13.49811(N)    080 00 12.63713(W)     ADJUSTED  
 DE1813* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 DE1813  ___________________________________________________________________
 DE1813  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DE1813  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DE1813
 DE1813  HORZ ORDER  -  SECOND
 DE1813
 DE1813.The horizontal coordinates were established by classical geodetic methods
 DE1813.and adjusted by the National Geodetic Survey in March 2004..
 DE1813
 DE1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1813
 DE1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1813
 DE1813.The geoid height was determined by GEOID03.
 DE1813
 DE1813;                    North         East     Units Scale Factor Converg.
 DE1813;SPC SC       -   206,018.694   701,976.185   MT  0.99979370   +0 33 08.8
 DE1813;SPC SC       -   675,914.35  2,303,071.47   iFT  0.99979370   +0 33 08.8
 DE1813;UTM  17      - 3,727,906.737   592,361.525   MT  0.99970517   +0 33 09.9
 DE1813
 DE1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1813!SPC SC       -   1.00000124  x   0.99979370  =   0.99979494
 DE1813!UTM  17      -   1.00000124  x   0.99970517  =   0.99970641
 DE1813
 DE1813                          SUPERSEDED SURVEY CONTROL
 DE1813
 DE1813  NAD 83(1986)-  33 41 13.50721(N)    080 00 12.64022(W) AD(       ) 2
 DE1813  NAD 27      -  33 41 12.92166(N)    080 00 13.36649(W) AD(       ) 2
 DE1813  NGVD 29 (07/19/86)   24.6    (m)           81.     (f) VERT ANG       
 DE1813
 DE1813.Superseded values are not recommended for survey control.
 DE1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1813.See file dsdata.txt to determine how the superseded data were derived.
 DE1813
 DE1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9236227907(NAD 83)
 DE1813_MARKER: DD = SURVEY DISK
 DE1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1813_SP_SET: CONCRETE POST
 DE1813_STAMPING: 045 033 1981 AZ MK
 DE1813_MARK LOGO: SCGS  
 DE1813_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1813+STABILITY: SURFACE MOTION
 DE1813
 DE1813  HISTORY     - Date     Condition        Report By
 DE1813  HISTORY     - 1981     MONUMENTED       SCGS
 DE1813  HISTORY     - 19930920 GOOD             SCGS
 DE1813  HISTORY     - 20041026 MARK NOT FOUND   SCGS
 DE1813
 DE1813                          STATION DESCRIPTION
 DE1813
 DE1813'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1813'STATION IS LOCATED 11.5 MILES (18.5 KM) NORTH OF GREELEYVILLE, 11.5
 DE1813'MILES (18.5 KM) WEST OF KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1813'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1813'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1813'52 AND STATE HIGHWAY 261, 2.5 MILES (4.0 KM) WEST SOUTHWEST OF
 DE1813'KINGSTREE, GO WEST NORTHWEST ON HIGHWAY 261 FOR 8.8 MILES (14.2 KM)
 DE1813'TO THE STATION ON THE RIGHT NEAR A TELEPHONE JUNCTION BOX, 0.2 MILE
 DE1813'(0.3 KM) WEST SOUTHWEST OF THE CLARENDON/WILLIAMSBURG COUNTY LINE.
 DE1813'STATION IS A CONCRETE POST PROJECTING 0.3 FOOT, 10.0 METERS
 DE1813'(32.8 FT) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 0.7 METER
 DE1813'(2.3 FT) SOUTHWEST OF A WITNESS POST, 14.3 METERS (46.9 FT) SOUTH
 DE1813'SOUTHWEST OF THE CENTER OF A DRIVEWAY, 8.2 METERS (26.9 FT) SOUTH
 DE1813'SOUTHWEST OF THE TELEPHONE JUNCTION BOX.
 DE1813
 DE1813                          STATION RECOVERY (2004)
 DE1813
 DE1813'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1813'NOT RECOVERED, A 15 MINUTE SEARCH WAS CONDUCTED, DISTANCES PULLED, A
 DE1813'RESOURCE GRADE  GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DE1813'CORRECTIONS FROM A BEACON WAS USED TO  LOCATE THIS STATION WITH NO
 DE1813'RESULTS, AREA HAS BEEN CHANGED DUE TO RAILROAD  MAINTENANCE, PRESUMED
 DE1813'DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3351 ***********************************************************************
 DD3351  DESIGNATION -  045 034
 DD3351  PID         -  DD3351
 DD3351  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3351  USGS QUAD   -  KINGSTREE (1990)
 DD3351
 DD3351                         *CURRENT SURVEY CONTROL
 DD3351  ___________________________________________________________________
 DD3351* NAD 83(2001)-  33 39 03.85631(N)    079 47 32.51269(W)     ADJUSTED  
 DD3351* NAVD 88     -        18.0    (meters)      59.     (feet)  VERTCON   
 DD3351  ___________________________________________________________________
 DD3351  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DD3351  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DD3351
 DD3351  HORZ ORDER  -  SECOND
 DD3351
 DD3351.The horizontal coordinates were established by classical geodetic methods
 DD3351.and adjusted by the National Geodetic Survey in March 2004..
 DD3351
 DD3351.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3351
 DD3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3351
 DD3351.The geoid height was determined by GEOID03.
 DD3351
 DD3351;                    North         East     Units Scale Factor Converg.
 DD3351;SPC SC       -   202,234.237   721,595.576   MT  0.99979371   +0 40 10.2
 DD3351;SPC SC       -   663,498.15  2,367,439.55   iFT  0.99979371   +0 40 10.2
 DD3351;UTM  17      - 3,724,122.538   611,979.651   MT  0.99975459   +0 40 09.3
 DD3351
 DD3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3351!SPC SC       -   1.00000228  x   0.99979371  =   0.99979599
 DD3351!UTM  17      -   1.00000228  x   0.99975459  =   0.99975687
 DD3351
 DD3351|---------------------------------------------------------------------|
 DD3351| PID    Reference Object                     Distance      Geod. Az  |
 DD3351|                                                           dddmmss.s |
 DD3351| DD3751 045 034 RM 1                          7.165 METERS 26346     |
 DD3351| DD3352 045 034 AZ MK                       APPROX. 0.6 KM 3435550.5 |
 DD3351|---------------------------------------------------------------------|
 DD3351
 DD3351                          SUPERSEDED SURVEY CONTROL
 DD3351
 DD3351  NAD 83(1986)-  33 39 03.86529(N)    079 47 32.51559(W) AD(       ) 2
 DD3351  NAD 27      -  33 39 03.27637(N)    079 47 33.26753(W) AD(       ) 2
 DD3351  NGVD 29 (07/19/86)   18.3    (m)           60.     (f) VERT ANG       
 DD3351
 DD3351.Superseded values are not recommended for survey control.
 DD3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3351.See file dsdata.txt to determine how the superseded data were derived.
 DD3351
 DD3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1198024123(NAD 83)
 DD3351_MARKER: DD = SURVEY DISK
 DD3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3351_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3351_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3351
 DD3351  HISTORY     - Date     Condition        Report By
 DD3351  HISTORY     - 1982     MONUMENTED       SCGS
 DD3351  HISTORY     - 20060724 MARK NOT FOUND   SCGS
 DD3351
 DD3351                          STATION DESCRIPTION
 DD3351
 DD3351'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3351'THE STATION IS LOCATED ABOUT 20 KM (12.5 MI) EAST OF GREELEYVILLE, 16
 DD3351'KM (10 MI) NORTH OF LANE AND 4 KM (2.5 MI) EAST OF KINGSTREE.
 DD3351'
 DD3351'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 261 AND 377
 DD3351'IN THE SOUTHEAST PART OF KINGSTREE, GO NORTHEAST ON STATE HIGHWAY 261
 DD3351'FOR 2.4 KM (1.5 MI) TO A SIDE ROAD RIGHT, TURN RIGHT ON ROAD 569 FOR
 DD3351'1.9 KM (1.2 MI) TO A T INTERSECTION (DIRT), TURN LEFT FOR 0.5 KM (0.3
 DD3351'MI) TO A SIDE ROAD RIGHT, TURN RIGHT FOR 0.6 KM (0.4 MI) TO A SIDE
 DD3351'ROAD LEFT AND A SIGN (EDGARS GREENHOUSE).  TURN LEFT FOR 0.2 KM (0.1
 DD3351'MI) TO THE GREENHOUSE AND STATION SITE.
 DD3351'
 DD3351'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3351'---045 034 SCGS---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3351'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  2.6 METERS NW FROM THE
 DD3351'NE CORNER OF GREENHOUSE, .7 METERS NE FROM THE METAL WITNESS POST,
 DD3351'1.6 METERS NW FROM THE CEMENT BASE FOR GREENHOUSE, AND  9.6 METERS NW
 DD3351'FROM THE NW CORNER OF MOST EAST GREENHOUSE.
 DD3351'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3351'DISK STAMPED---045 034 SCGS---SET INTO AN IRREGULAR MASS OF
 DD3351'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD3351'
 DD3351'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3351'DISK STAMPED---045 034 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3351'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3351'2.2 METERS N FROM THE NW CORNER OF GREENHOUSE,  0.7 METERS N FROM THE
 DD3351'CEMENT BASE FOR GREENHOUSE,  6.6 METERS NW FROM THE METAL WITNESS
 DD3351'POST, AND IS LEVEL WITH THE STATION.
 DD3351'
 DD3351'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3351'STAMPED---045 034 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3351'MONUMENT 30 CM IN DIAMETER PROJECTING 2 CM ABOVE THE GROUND LOCATED
 DD3351'5.5 METERS N FROM THE CENTER OF S-45-438, .9 METERS SW FROM THE
 DD3351'INTERSECTION OF S-45-438 - OF PAVEMENT ENDS SIGN,  1.2 METERS SE FROM
 DD3351'THE METAL WITNESS POST, AND  1.1 METERS SE FROM THE T ROAD SIGN.
 DD3351'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST FOR 0.2 KM
 DD3351'(0.1 MI) TO A T ROAD, TURN RIGHT FOR 0.6 KM (0.4 MI) TO T ROAD AND
 DD3351'POINT FOR AZIMUTH MARK IS ON PACE SOUTHWEST OF END OF PAVEMENT SIGN.
 DD3351
 DD3351                          STATION RECOVERY (2006)
 DD3351
 DD3351'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3351'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3351'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 DD3351'RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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.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_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 DD2183 ***********************************************************************
 DD2183  DESIGNATION -  045 035
 DD2183  PID         -  DD2183
 DD2183  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2183  USGS QUAD   -  ANDREWS (1973)
 DD2183
 DD2183                         *CURRENT SURVEY CONTROL
 DD2183  ___________________________________________________________________
 DD2183* NAD 83(1986)-  33 28 03.     (N)    079 34 23.     (W)     SCALED    
 DD2183* NAVD 88     -         8.201  (meters)      26.91   (feet)  ADJUSTED  
 DD2183  ___________________________________________________________________
 DD2183  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DD2183  DYNAMIC HT  -           8.192 (meters)      26.88  (feet)  COMP
 DD2183  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 DD2183
 DD2183  VERT ORDER  -  FIRST     CLASS II
 DD2183
 DD2183.The horizontal coordinates were scaled from a topographic map and have
 DD2183.an estimated accuracy of +/- 6 seconds.
 DD2183
 DD2183.The orthometric height was determined by differential leveling
 DD2183.and adjusted by the National Geodetic Survey in June 1991..
 DD2183
 DD2183.The geoid height was determined by GEOID03.
 DD2183
 DD2183.The dynamic height is computed by dividing the NAVD 88
 DD2183.geopotential number by the normal gravity value computed on the
 DD2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2183.degrees latitude (g = 980.6199 gals.).
 DD2183
 DD2183.The modeled gravity was interpolated from observed gravity values.
 DD2183
 DD2183;                    North         East    Units  Estimated Accuracy
 DD2183;SPC SC       -   182,140.      742,210.      MT  (+/- 180 meters Scaled)
 DD2183
 DD2183                          SUPERSEDED SURVEY CONTROL
 DD2183
 DD2183  NGVD 29 (03/21/89)    8.502  (m)           27.89   (f) ADJUSTED    1 2
 DD2183
 DD2183.Superseded values are not recommended for survey control.
 DD2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2183.See file dsdata.txt to determine how the superseded data were derived.
 DD2183
 DD2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT325040(NAD 83)
 DD2183_MARKER: DD = SURVEY DISK
 DD2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2183_SP_SET: CONCRETE POST
 DD2183_STAMPING: HORZ 045 035 1981
 DD2183_MARK LOGO: SCGS  
 DD2183_PROJECTION: FLUSH
 DD2183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2183+STABILITY: SURFACE MOTION
 DD2183
 DD2183  HISTORY     - Date     Condition        Report By
 DD2183  HISTORY     - 1981     MONUMENTED       SCGS
 DD2183  HISTORY     - 1987     GOOD             SCGS
 DD2183
 DD2183                          STATION DESCRIPTION
 DD2183
 DD2183'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD2183'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTH OF ANDREWS, ON THE
 DD2183'RIGHT-OF-WAY OF HIGHWAY S-45-525.  FOR INFORMATION CONTACT--  MR.
 DD2183'GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD2183'S.C. 29202, TELEPHONE (803) 758-3414.
 DD2183'
 DD2183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 521 AND STATE
 DD2183'HIGHWAY 41 IN ANDREWS, GO WESTERLY ON U.S. HIGHWAY 521 FOR 0.5 KM
 DD2183'(0.5 MI) TO THE NATIONAL GUARD ARMORY ON LEFT, CONTINUE AHEAD ON U.S.
 DD2183'HIGHWAY 521 FOR 1.0 KM (0.65 MI) TO THE JUNCITON OF HIGHWAY S-22-21,
 DD2183'TURN RIGHT, GO NORTHEAST ON HIGHWAY S-22-21 FOR 0.9 KM (0.55 MI) TO
 DD2183'CROSSROADS, TURN LEFT, ON HIGHWAY S-45-525, GO 0.5 KM (0.3 MI) TO THE
 DD2183'STATION ON RIGHT.
 DD2183'
 DD2183'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD2183'---045 035 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD2183'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.2 METERS E FROM THE
 DD2183'S-45-525 CENTER OF, 65.2 METERS S FROM THE CEMENT CULVERT, 10.4
 DD2183'METERS S FROM THE CENTER OF DRIVEWAY, AND 19.8 METERS N FROM THE
 DD2183'FENCE CORNER POST.
 DD2183'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2183'DISK STAMPED---045 035 1981---SET INTO AN IRREGULAR MASS OF
 DD2183'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD2183'
 DD2183'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD2183'DISK STAMPED---045 035 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD2183'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD2183'7.3 METERS FROM THE CENTER OF S-45-525,  0.4 METERS FROM THE FENCE
 DD2183'CORNER,  0.6 METERS FROM THE METAL WITNESS POST, AND 30.0 METERS S
 DD2183'FROM THE DRIVEWAY.
 DD2183'
 DD2183'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD2183'STAMPED---045 035 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD2183'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.5 METERS
 DD2183'NW FROM THE CENTER LINE OF S-22-21,  1.1 METERS NE FROM THE POWER
 DD2183'POLE, AND  0.6 METERS NE FROM THE METAL WINTESS POST.
 DD2183
 DD2183                          STATION RECOVERY (1987)
 DD2183
 DD2183'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2183'2.1 KM (1.3 MI) NNW FROM ANDREWS.
 DD2183'2.4 KM (1.5 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE) FROM
 DD2183'THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS, THENCE
 DD2183'1.2 KM (0.75 MI) SOUTHWEST ALONG STATE ROAD 21 (COUNTY LINE ROAD),
 DD2183'THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG STATE ROAD 525, SET IN THE
 DD2183'EAST ANGLE OF THE SOUTHEAST DRIVEWAY TO A WOODEN HOUSE, 25.66 METERS
 DD2183'(84.2 FT) SOUTH OF THE EAST CORNER OF THE HOUSE, 7.05 METERS (23.1
 DD2183'FT) NORTHEAST OF THE CENTER OF THE ROAD, 18.8 METERS (61.7 FT)
 DD2183'SOUTHEAST OF POWER POLE 3126C WITH A TRANSFORMER, 31.58 METERS (103.6
 DD2183'FT) SOUTH-SOUTHWEST OF A POWER POLE WITH SECURITY LIGHT, 10.3 METERS
 DD2183'(33.8 FT) SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 19.47 METERS (63.9
 DD2183'FT) NORTHWEST OF SURVEY MARK 045 035 RM 1 SCGS.
 DD2183'THE MARK IS 0.50 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2185 ***********************************************************************
 DD2185  DESIGNATION -  045 035 AZ MK
 DD2185  PID         -  DD2185
 DD2185  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2185  USGS QUAD   -  ANDREWS (1973)
 DD2185
 DD2185                         *CURRENT SURVEY CONTROL
 DD2185  ___________________________________________________________________
 DD2185* NAD 83(1986)-  33 27 45.     (N)    079 34 16.     (W)     SCALED    
 DD2185* NAVD 88     -         9.975  (meters)      32.73   (feet)  ADJUSTED  
 DD2185  ___________________________________________________________________
 DD2185  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DD2185  DYNAMIC HT  -           9.965 (meters)      32.69  (feet)  COMP
 DD2185  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 DD2185
 DD2185  VERT ORDER  -  FIRST     CLASS II
 DD2185
 DD2185.The horizontal coordinates were scaled from a topographic map and have
 DD2185.an estimated accuracy of +/- 6 seconds.
 DD2185
 DD2185.The orthometric height was determined by differential leveling
 DD2185.and adjusted by the National Geodetic Survey in June 1991..
 DD2185
 DD2185.The geoid height was determined by GEOID03.
 DD2185
 DD2185.The dynamic height is computed by dividing the NAVD 88
 DD2185.geopotential number by the normal gravity value computed on the
 DD2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2185.degrees latitude (g = 980.6199 gals.).
 DD2185
 DD2185.The modeled gravity was interpolated from observed gravity values.
 DD2185
 DD2185;                    North         East    Units  Estimated Accuracy
 DD2185;SPC SC       -   181,590.      742,400.      MT  (+/- 180 meters Scaled)
 DD2185
 DD2185                          SUPERSEDED SURVEY CONTROL
 DD2185
 DD2185  NGVD 29 (03/21/89)   10.277  (m)           33.72   (f) ADJUSTED    1 2
 DD2185
 DD2185.Superseded values are not recommended for survey control.
 DD2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2185.See file dsdata.txt to determine how the superseded data were derived.
 DD2185
 DD2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT327034(NAD 83)
 DD2185_MARKER: DD = SURVEY DISK
 DD2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2185_SP_SET: CONCRETE POST
 DD2185_STAMPING: AZ MK 045 035 1981
 DD2185_MARK LOGO: SCGS  
 DD2185_PROJECTION: PROJECTING 4 CENTIMETERS
 DD2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2185+STABILITY: SURFACE MOTION
 DD2185
 DD2185  HISTORY     - Date     Condition        Report By
 DD2185  HISTORY     - 1981     MONUMENTED       MJH
 DD2185  HISTORY     - 1987     GOOD             SCGS
 DD2185  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2185
 DD2185                          STATION DESCRIPTION
 DD2185
 DD2185'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2185'1.5 KM (0.95 MI) NW FROM ANDREWS.
 DD2185'2.4 KM (1.5 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE) FROM
 DD2185'THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS, THENCE
 DD2185'1.45 KM (0.9 MI) SOUTHWEST ALONG STATE ROAD 21 (COUNTY LINE ROAD),
 DD2185'SET NEAR POWER POLE NUMBER 7, 7.55 METERS (24.8 FT) NORTHWEST OF THE
 DD2185'CENTER OF THE ROAD, 1.06 METERS (3.5 FT) NORTHEAST OF THE POWER POLE,
 DD2185'62.05 METERS (203.6 FT) WEST-SOUTHWEST OF THE NORTH CORNER OF A CHAIN
 DD2185'LINK FENCE AROUND A FIELD (SCHOOL PROPERTY), 19.07 METERS (62.6 FT)
 DD2185'NORTHWEST OF THE NORTHWEST FACE OF A FENCE.
 DD2185'THE MARK IS 1.21 METERS  NE FROM  A WITNESS POST
 DD2185'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2185
 DD2185                          STATION RECOVERY (2006)
 DD2185
 DD2185'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2185'SEARCHED 15 MINUTES, MEASUREMENTS LED TO HIGHWAY SURFACE, PRESUMED
 DD2185'DESTROYED BY HIGHWAY WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2184 ***********************************************************************
 DD2184  DESIGNATION -  045 035 RM 1
 DD2184  PID         -  DD2184
 DD2184  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2184  USGS QUAD   -  ANDREWS (1973)
 DD2184
 DD2184                         *CURRENT SURVEY CONTROL
 DD2184  ___________________________________________________________________
 DD2184* NAD 83(1986)-  33 28 04.     (N)    079 34 22.     (W)     SCALED    
 DD2184* NAVD 88     -         8.316  (meters)      27.28   (feet)  ADJUSTED  
 DD2184  ___________________________________________________________________
 DD2184  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DD2184  DYNAMIC HT  -           8.307 (meters)      27.25  (feet)  COMP
 DD2184  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 DD2184
 DD2184  VERT ORDER  -  FIRST     CLASS II
 DD2184
 DD2184.The horizontal coordinates were scaled from a topographic map and have
 DD2184.an estimated accuracy of +/- 6 seconds.
 DD2184
 DD2184.The orthometric height was determined by differential leveling
 DD2184.and adjusted by the National Geodetic Survey in June 1991..
 DD2184
 DD2184.The geoid height was determined by GEOID03.
 DD2184
 DD2184.The dynamic height is computed by dividing the NAVD 88
 DD2184.geopotential number by the normal gravity value computed on the
 DD2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2184.degrees latitude (g = 980.6199 gals.).
 DD2184
 DD2184.The modeled gravity was interpolated from observed gravity values.
 DD2184
 DD2184;                    North         East    Units  Estimated Accuracy
 DD2184;SPC SC       -   182,170.      742,240.      MT  (+/- 180 meters Scaled)
 DD2184
 DD2184                          SUPERSEDED SURVEY CONTROL
 DD2184
 DD2184  NGVD 29 (03/21/89)    8.618  (m)           28.27   (f) ADJUSTED    1 2
 DD2184
 DD2184.Superseded values are not recommended for survey control.
 DD2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2184.See file dsdata.txt to determine how the superseded data were derived.
 DD2184
 DD2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT326040(NAD 83)
 DD2184_MARKER: DD = SURVEY DISK
 DD2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2184_SP_SET: CONCRETE POST
 DD2184_STAMPING: RM 1 045 035 1981
 DD2184_MARK LOGO: SCGS  
 DD2184_PROJECTION: FLUSH
 DD2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2184+STABILITY: SURFACE MOTION
 DD2184
 DD2184  HISTORY     - Date     Condition        Report By
 DD2184  HISTORY     - 1981     MONUMENTED       SCGS
 DD2184  HISTORY     - 1987     GOOD             SCGS
 DD2184
 DD2184                          STATION DESCRIPTION
 DD2184
 DD2184'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2184'2.1 KM (1.3 MI) NNW FROM ANDREWS.
 DD2184'2.4 KM (1.5 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE) FROM
 DD2184'THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS, THENCE
 DD2184'1.2 KM (0.75 MI) SOUTHWEST ALONG STATE ROAD 21 (COUNTY LINE ROAD),
 DD2184'THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG STATE ROAD 525, SET NEAR A
 DD2184'FENCE CORNER IN THE SOUTH CORNER OF THE YARD OF A WOODEN HOUSE, 0.4
 DD2184'METER (1.3 FT) WEST OF THE FENCE CORNER, 7.02 METERS (23.0 FT)
 DD2184'NORTHEAST OF THE CENTER OF THE ROAD, 29.55 METERS (96.9 FT) SOUTHEAST
 DD2184'OF THE CENTER OF THE SOUTHEAST DRIVEWAY TO THE HOUSE, 20.99 METERS
 DD2184'(68.9 NORTHWEST OF A POWER POLE, 38.25 METERS (125.5 FT) SOUTHEAST OF
 DD2184'A POWER POLE 3126C WITH A TRANSFORMER, 42.08 METERS (138.1 FT)
 DD2184'SOUTH-SOUTHEAST OF THE EAST CORNER OF THE HOUSE.
 DD2184'THE MARK IS 0.49 METERS  WNW FROM  A WITNESS POST
 DD2184'THE MARK IS 0.50 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3388 ***********************************************************************
 DD3388  DESIGNATION -  045 036
 DD3388  PID         -  DD3388
 DD3388  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3388  USGS QUAD   -  WORKMAN (1990)
 DD3388
 DD3388                         *CURRENT SURVEY CONTROL
 DD3388  ___________________________________________________________________
 DD3388* NAD 83(2001)-  33 37 53.35872(N)    079 58 29.90698(W)     ADJUSTED  
 DD3388* NAVD 88     -        22.8    (meters)      75.     (feet)  VERTCON   
 DD3388  ___________________________________________________________________
 DD3388  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DD3388  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DD3388
 DD3388  HORZ ORDER  -  SECOND
 DD3388
 DD3388.The horizontal coordinates were established by classical geodetic methods
 DD3388.and adjusted by the National Geodetic Survey in March 2004..
 DD3388
 DD3388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3388
 DD3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3388
 DD3388.The geoid height was determined by GEOID03.
 DD3388
 DD3388;                    North         East     Units Scale Factor Converg.
 DD3388;SPC SC       -   199,879.833   704,682.591   MT  0.99979387   +0 34 05.8
 DD3388;SPC SC       -   655,773.73  2,311,950.76   iFT  0.99979387   +0 34 05.8
 DD3388;UTM  17      - 3,721,768.395   595,067.688   MT  0.99971142   +0 34 03.9
 DD3388
 DD3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3388!SPC SC       -   1.00000148  x   0.99979387  =   0.99979535
 DD3388!UTM  17      -   1.00000148  x   0.99971142  =   0.99971290
 DD3388
 DD3388:                Primary Azimuth Mark                     Grid Az
 DD3388:SPC SC       -  045 036 AZ MK                            148 17 38.7
 DD3388:UTM  17      -  045 036 AZ MK                            148 17 40.6
 DD3388
 DD3388|---------------------------------------------------------------------|
 DD3388| PID    Reference Object                     Distance      Geod. Az  |
 DD3388|                                                           dddmmss.s |
 DD3388| DD3387 045 036 AZ MK                       APPROX. 0.5 KM 1485144.5 |
 DD3388| DD3752 045 036 RM 1                         17.033 METERS 21531     |
 DD3388|---------------------------------------------------------------------|
 DD3388
 DD3388                          SUPERSEDED SURVEY CONTROL
 DD3388
 DD3388  NAD 83(1986)-  33 37 53.36762(N)    079 58 29.90988(W) AD(       ) 2
 DD3388  NAD 27      -  33 37 52.77686(N)    079 58 30.63957(W) AD(       ) 2
 DD3388  NGVD 29 (07/19/86)   23.1    (m)           76.     (f) VERT ANG       
 DD3388
 DD3388.Superseded values are not recommended for survey control.
 DD3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3388.See file dsdata.txt to determine how the superseded data were derived.
 DD3388
 DD3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9506821768(NAD 83)
 DD3388_MARKER: DD = SURVEY DISK
 DD3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3388_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3388
 DD3388  HISTORY     - Date     Condition        Report By
 DD3388  HISTORY     - 1981     MONUMENTED       SCGS
 DD3388
 DD3388                          STATION DESCRIPTION
 DD3388
 DD3388'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3388'THE STATION IS LOCATED ABOUT 13.6 KM (8.5 MI) WEST OF KINGSTREE,
 DD3388'ABOUT 6.4 KM (4.0 MI) NORTH OF GREELYVILLE, ON THE PROPERTY OF THE
 DD3388'ST. JAMES CHURCH.
 DD3388'
 DD3388'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS S-45-593 AND
 DD3388'S-45-80 AT THE NORTH EDGE OF GREELYVILLE, GO NORTHEASTERLY ON HIGHWAY
 DD3388'S-45-80 FOR 3.5 KM (2.2 MI) TO THE JUNCTION OF HIGHWAY S-45-79, TURN
 DD3388'LEFT, GO NORTHWESTERLY ON HIGHWAY S-45-80 FOR 2.9 KM (1.8 MI) TO THE
 DD3388'ST. JAMES CHURCH AND STATION ON RIGHT.
 DD3388'
 DD3388'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3388'---045 036 1981**---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3388'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 26.5 METERS ENE FROM THE
 DD3388'CENTER OF HIGHWAY S-45-79, 46.6 METERS SSE FROM THE CORNER OF CHURCH,
 DD3388'16.9 METERS ENE FROM THE WITNESS POST,  7.6 METERS E FROM THE CENTER
 DD3388'OF DRIVEWAY, AND 11.6 METERS E FROM A 20 INCH OAK TREE.
 DD3388'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3388'DISK STAMPED---045 036 1981---SET INTO AN IRREGULAR MASS OF
 DD3388'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3388'
 DD3388'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3388'DISK STAMPED---045 036 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3388'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3388'10.4 METERS ENE FROM THE CENTER OF HIGHWAY S-45-79,  4.6 METERS ESE
 DD3388'FROM THE CENTER DRIVEWAY TO CHURCH, 13.7 METERS SSE FROM THE 20 INCH
 DD3388'PAK TREE,  0.8 METERS W FROM THE WITNESS POST, AND IS LEVEL WITH THE
 DD3388'STATION.
 DD3388'
 DD3388'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3388'STAMPED---045 036 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3388'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.2 METERS
 DD3388'E FROM THE CENTER OF HIGHWAY S-45-798,  3.6 METERS S FROM THE DIRT
 DD3388'ROAD,  0.6 METERS E FROM THE WITNESS POST, AND  0.9 METERS ESE FROM
 DD3388'OF POWER POLE NO 15-93G WITH TRANSFORMER.
 DD3388'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON HIGHWAY
 DD3388'S-45-79 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3387 ***********************************************************************
 DD3387  DESIGNATION -  045 036 AZ MK
 DD3387  PID         -  DD3387
 DD3387  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3387  USGS QUAD   -  WORKMAN (1990)
 DD3387
 DD3387                         *CURRENT SURVEY CONTROL
 DD3387  ___________________________________________________________________
 DD3387* NAD 83(2001)-  33 37 38.43783(N)    079 58 19.13156(W)     ADJUSTED  
 DD3387* NAVD 88     -        22.2    (meters)      73.     (feet)  VERTCON   
 DD3387  ___________________________________________________________________
 DD3387  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 DD3387  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DD3387
 DD3387  HORZ ORDER  -  SECOND
 DD3387
 DD3387.The horizontal coordinates were established by classical geodetic methods
 DD3387.and adjusted by the National Geodetic Survey in March 2004..
 DD3387
 DD3387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3387
 DD3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3387
 DD3387.The geoid height was determined by GEOID03.
 DD3387
 DD3387;                    North         East     Units Scale Factor Converg.
 DD3387;SPC SC       -   199,422.997   704,964.804   MT  0.99979392   +0 34 11.8
 DD3387;SPC SC       -   654,274.92  2,312,876.65   iFT  0.99979392   +0 34 11.8
 DD3387;UTM  17      - 3,721,311.594   595,349.874   MT  0.99971208   +0 34 09.7
 DD3387
 DD3387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3387!SPC SC       -   1.00000158  x   0.99979392  =   0.99979550
 DD3387!UTM  17      -   1.00000158  x   0.99971208  =   0.99971366
 DD3387
 DD3387                          SUPERSEDED SURVEY CONTROL
 DD3387
 DD3387  NAD 83(1986)-  33 37 38.44675(N)    079 58 19.13442(W) AD(       ) 2
 DD3387  NAD 27      -  33 37 37.85379(N)    079 58 19.86805(W) AD(       ) 2
 DD3387  NGVD 29 (07/19/86)   22.5    (m)           74.     (f) VERT ANG       
 DD3387
 DD3387.Superseded values are not recommended for survey control.
 DD3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3387.See file dsdata.txt to determine how the superseded data were derived.
 DD3387
 DD3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9535021312(NAD 83)
 DD3387_MARKER: DD = SURVEY DISK
 DD3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3387_SP_SET: CONCRETE POST
 DD3387_STAMPING: 045 036 AZ MK 1981
 DD3387_MARK LOGO: SCGS  
 DD3387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3387+STABILITY: SURFACE MOTION
 DD3387
 DD3387  HISTORY     - Date     Condition        Report By
 DD3387  HISTORY     - 1981     MONUMENTED       SCGS
 DD3387  HISTORY     - 19930920 GOOD             SCGS
 DD3387
 DD3387                          STATION DESCRIPTION
 DD3387
 DD3387'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3387'STATION IS LOCATED 8.5 MILES (13.7 KM) WEST OF KINGSTREE, 4.0 MILES
 DD3387'(6.4 KM) NORTH OF GREELEYVILLE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3387'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3387'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3387'52 AND 521, 2.7 MILES (4.3 KM) EAST OF GREELEYVILLE, GO NORTHWEST ON
 DD3387'HIGHWAY 52 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 79,
 DD3387'TURN LEFT ON ROAD 79 FOR 2.7 MILES (4.3 KM) TO THE STATION ON THE
 DD3387'RIGHT NEAR A POWER POLE 15-93G WITH A TRANSFORMER. STATION IS A
 DD3387'CONCRETE POST FLUSH WITH THE GROUND, 12.2 METERS (40.0 FT) EAST OF
 DD3387'THE CENTER OF THE ROAD, 3.6 METERS (11.8 FT) SOUTH OF THE CENTER OF A
 DD3387'DIRT ROAD, 0.6 METER (2.0 FT) EAST OF A WITNESS POST, 0.9 METER
 DD3387'(3.0 FT) EAST SOUTHEAST OF THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3331 ***********************************************************************
 DD3331  DESIGNATION -  045 037
 DD3331  PID         -  DD3331
 DD3331  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3331  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD3331
 DD3331                         *CURRENT SURVEY CONTROL
 DD3331  ___________________________________________________________________
 DD3331* NAD 83(2001)-  33 35 58.91842(N)    079 44 42.75616(W)     ADJUSTED  
 DD3331* NAVD 88     -        19.2    (meters)      63.     (feet)  VERTCON   
 DD3331  ___________________________________________________________________
 DD3331  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DD3331  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DD3331
 DD3331  HORZ ORDER  -  SECOND
 DD3331
 DD3331.The horizontal coordinates were established by classical geodetic methods
 DD3331.and adjusted by the National Geodetic Survey in March 2004..
 DD3331
 DD3331.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3331
 DD3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3331
 DD3331.The geoid height was determined by GEOID03.
 DD3331
 DD3331;                    North         East     Units Scale Factor Converg.
 DD3331;SPC SC       -   196,590.011   726,037.627   MT  0.99979439   +0 41 44.4
 DD3331;SPC SC       -   644,980.35  2,382,013.21   iFT  0.99979439   +0 41 44.4
 DD3331;UTM  17      - 3,718,478.444   616,421.484   MT  0.99976710   +0 41 40.1
 DD3331
 DD3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3331!SPC SC       -   1.00000211  x   0.99979439  =   0.99979650
 DD3331!UTM  17      -   1.00000211  x   0.99976710  =   0.99976921
 DD3331
 DD3331|---------------------------------------------------------------------|
 DD3331| PID    Reference Object                     Distance      Geod. Az  |
 DD3331|                                                           dddmmss.s |
 DD3331| DD3753 045 037 RM 1                          9.048 METERS 08148     |
 DD3331| DD3332 045 037 AZ MK                       440.315 METERS 3262516.0 |
 DD3331|---------------------------------------------------------------------|
 DD3331
 DD3331                          SUPERSEDED SURVEY CONTROL
 DD3331
 DD3331  NAD 83(1986)-  33 35 58.92678(N)    079 44 42.75800(W) AD(       ) 2
 DD3331  NAD 27      -  33 35 58.33175(N)    079 44 43.51122(W) AD(       ) 2
 DD3331  NGVD 29 (07/19/86)   19.5    (m)           64.     (f) VERT ANG       
 DD3331
 DD3331.Superseded values are not recommended for survey control.
 DD3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3331.See file dsdata.txt to determine how the superseded data were derived.
 DD3331
 DD3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1642118478(NAD 83)
 DD3331_MARKER: DD = SURVEY DISK
 DD3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3331
 DD3331  HISTORY     - Date     Condition        Report By
 DD3331  HISTORY     - 1981     MONUMENTED       SCGS
 DD3331
 DD3331                          STATION DESCRIPTION
 DD3331
 DD3331'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3331'THE STATION IS LOCATED ABOUT 6 MILES EAST OF
 DD3331'KINGSTREE AT THE SMALL COMMUNITY OF MILLWOOD, AT THE NORTHWEST EDGE
 DD3331'OF THE LAWN OF THE MILLWOOD COMMUNITY HOUSE.
 DD3331'
 DD3331'TO REACH THE STATION FROM TO REACH FROM KINGSTREE AT THE INTERSECTION
 DD3331'OF STATE HIGHWAYS 527 AND 377, GO SOUTHERLY ON STATE HIGHWAY 377 FOR
 DD3331'3.6 MILES TO JUNCTION OF STATE HIGHWAY 142, GO EAST ON HIGHWAY 142
 DD3331'FOR 3.7 MILES TO THE VILLAGE OF MILLWOOD AND STATION AS DESCRIBED.
 DD3331'
 DD3331'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3331'---045 037 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3331'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 15.2 METERS SW FROM
 DD3331'THE THE CENTER OF ROAD 285,  9.8 METERS W FROM A METAL WITNESS POST,
 DD3331'5.9 METERS N FROM THE THE NORTH CORNER OF THE MILLWOOD COMMUNITY
 DD3331'HOUSE,  9.5 METERS SW FROM A LONE 10 INCH PINE TREE, AND 14.0 METERS
 DD3331'WNW FROM THE THE NORTHEAST CORNER OF COMMUNITY BUILDING.
 DD3331'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3331'DISK STAMPED---045 037 1981---SET INTO AN IRREGULAR MASS OF
 DD3331'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3331'
 DD3331'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3331'DISK STAMPED---045 037 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3331'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3331'7.6 METERS SW FROM THE CENTER OF HIGHWAY,  1.4 METERS NW FROM A METAL
 DD3331'WITNESS POST,  8.2 METERS SE FROM THE THE 10 INCH PINE TREE, 11.9
 DD3331'METERS NE FROM THE THE NORTH CORNER OF COMMUNITY HOUSE, AND IS LEVEL
 DD3331'WITH THE STATION.
 DD3331'
 DD3331'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3331'STAMPED---045 037 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3331'MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND
 DD3331'LOCATED  6.5 METERS SW FROM THE CENTER OF ROAD,  9.6 METERS SE FROM
 DD3331'THE THE 30 INCH PECAN TREE,  0.8 METERS SE FROM THE POWER LINE POLE,
 DD3331'AND  0.9 METERS SE FROM THE METAL WITNESS POST.
 DD3331'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 285
 DD3331'FOR 0.25 MILE TO MARK ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3332 ***********************************************************************
 DD3332  DESIGNATION -  045 037 AZ MK
 DD3332  PID         -  DD3332
 DD3332  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3332  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD3332
 DD3332                         *CURRENT SURVEY CONTROL
 DD3332  ___________________________________________________________________
 DD3332* NAD 83(2001)-  33 36 10.82484(N)    079 44 52.20224(W)     ADJUSTED  
 DD3332* NAVD 88     -        21.3    (meters)      70.     (feet)  VERTCON   
 DD3332  ___________________________________________________________________
 DD3332  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DD3332  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DD3332
 DD3332  HORZ ORDER  -  SECOND
 DD3332
 DD3332.The horizontal coordinates were established by classical geodetic methods
 DD3332.and adjusted by the National Geodetic Survey in March 2004..
 DD3332
 DD3332.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3332
 DD3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3332
 DD3332.The geoid height was determined by GEOID03.
 DD3332
 DD3332;                    North         East     Units Scale Factor Converg.
 DD3332;SPC SC       -   196,953.790   725,789.711   MT  0.99979432   +0 41 39.1
 DD3332;SPC SC       -   646,173.85  2,381,199.84   iFT  0.99979432   +0 41 39.1
 DD3332;UTM  17      - 3,718,842.217   616,173.582   MT  0.99976639   +0 41 35.1
 DD3332
 DD3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3332!SPC SC       -   1.00000178  x   0.99979432  =   0.99979610
 DD3332!UTM  17      -   1.00000178  x   0.99976639  =   0.99976817
 DD3332
 DD3332                          SUPERSEDED SURVEY CONTROL
 DD3332
 DD3332  NAD 83(1986)-  33 36 10.83318(N)    079 44 52.20411(W) AD(       ) 2
 DD3332  NAD 27      -  33 36 10.23873(N)    079 44 52.95655(W) AD(       ) 2
 DD3332  NGVD 29 (07/19/86)   21.6    (m)           71.     (f) VERT ANG       
 DD3332
 DD3332.Superseded values are not recommended for survey control.
 DD3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3332.See file dsdata.txt to determine how the superseded data were derived.
 DD3332
 DD3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1617418842(NAD 83)
 DD3332_MARKER: DD = SURVEY DISK
 DD3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3332_SP_SET: CONCRETE POST
 DD3332_STAMPING: 045 037 AZ MK 1981
 DD3332_MARK LOGO: SCGS  
 DD3332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3332+STABILITY: SURFACE MOTION
 DD3332
 DD3332  HISTORY     - Date     Condition        Report By
 DD3332  HISTORY     - 1981     MONUMENTED       SCGS
 DD3332  HISTORY     - 19930920 GOOD             SCGS
 DD3332
 DD3332                          STATION DESCRIPTION
 DD3332
 DD3332'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3332'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTHEAST OF KINGSTREE.
 DD3332'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD3332'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD3332'JUNCTION OF STATE HIGHWAYS 527 AND 377 AT THE SOUTHEAST EDGE OF
 DD3332'KINGSTREE, GO SOUTH SOUTHEAST ON HIGHWAY 377 FOR 2.9 MILES (4.7 KM)
 DD3332'TO THE JUNCTION OF STATE ROAD 142, TURN LEFT ON ROAD 142 FOR 3.7 MILES
 DD3332'(6.0 KM) TO THE JUNCTION OF STATE ROAD 285 IN THE MILLWOOD COMMUNITY,
 DD3332'TURN LEFT ON ROAD 285 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE
 DD3332'LEFT NEAR A POWER POLE. STATION IS A CONCRETE POST PROJECTING 0.1
 DD3332'FOOT, 6.5 METERS (21.3 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 9.6
 DD3332'METERS (31.5 FT) SOUTHEAST OF A 2.6-FOOT PECAN TREE, 0.8 METER
 DD3332'(2.6 FT) SOUTHEAST OF THE POWER POLE, 0.9 METER (3.0 FT) SOUTHEAST OF
 DD3332'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3362 ***********************************************************************
 DD3362  DESIGNATION -  045 038
 DD3362  PID         -  DD3362
 DD3362  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3362  USGS QUAD   -  SALTERS (1990)
 DD3362
 DD3362                         *CURRENT SURVEY CONTROL
 DD3362  ___________________________________________________________________
 DD3362* NAD 83(2001)-  33 33 38.54462(N)    079 45 53.22028(W)     ADJUSTED  
 DD3362* NAVD 88     -        15.1    (meters)      50.     (feet)  VERTCON   
 DD3362  ___________________________________________________________________
 DD3362  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DD3362  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DD3362
 DD3362  HORZ ORDER  -  SECOND
 DD3362
 DD3362.The horizontal coordinates were established by classical geodetic methods
 DD3362.and adjusted by the National Geodetic Survey in March 2004..
 DD3362
 DD3362.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3362
 DD3362.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3362
 DD3362.The geoid height was determined by GEOID03.
 DD3362
 DD3362;                    North         East     Units Scale Factor Converg.
 DD3362;SPC SC       -   192,244.455   724,273.092   MT  0.99979545   +0 41 05.3
 DD3362;SPC SC       -   630,723.28  2,376,224.06   iFT  0.99979545   +0 41 05.3
 DD3362;UTM  17      - 3,714,133.067   614,656.886   MT  0.99976207   +0 40 58.5
 DD3362
 DD3362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3362!SPC SC       -   1.00000277  x   0.99979545  =   0.99979821
 DD3362!UTM  17      -   1.00000277  x   0.99976207  =   0.99976483
 DD3362
 DD3362|---------------------------------------------------------------------|
 DD3362| PID    Reference Object                     Distance      Geod. Az  |
 DD3362|                                                           dddmmss.s |
 DD3362| DD3361 045 038 AZ MK                       307.137 METERS 07114     |
 DD3362| DD1028 LAWRENCE 2                          APPROX. 1.5 KM 1854528.9 |
 DD3362| DD3754 045 038 RM 1                          8.028 METERS 20450     |
 DD3362|---------------------------------------------------------------------|
 DD3362
 DD3362                          SUPERSEDED SURVEY CONTROL
 DD3362
 DD3362  NAD 83(1986)-  33 33 38.55315(N)    079 45 53.22239(W) AD(       ) 2
 DD3362  NAD 27      -  33 33 37.96099(N)    079 45 53.96823(W) AD(       ) 2
 DD3362  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 DD3362
 DD3362.Superseded values are not recommended for survey control.
 DD3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3362.See file dsdata.txt to determine how the superseded data were derived.
 DD3362
 DD3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1465714133(NAD 83)
 DD3362_MARKER: DD = SURVEY DISK
 DD3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3362_SP_SET: CONCRETE POST
 DD3362_STAMPING: 045 038 1981
 DD3362_MARK LOGO: SCGS  
 DD3362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD3362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3362+STABILITY: SURFACE MOTION
 DD3362
 DD3362  HISTORY     - Date     Condition        Report By
 DD3362  HISTORY     - 1981     MONUMENTED       SCGS
 DD3362  HISTORY     - 1982     GOOD             SCGS
 DD3362  HISTORY     - 19930920 GOOD             SCGS
 DD3362  HISTORY     - 20021215 GOOD             USPSQD
 DD3362
 DD3362                          STATION DESCRIPTION
 DD3362
 DD3362'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3362'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTHEAST OF KINGSTREE,
 DD3362'10.5 KM (6.5 MI) NORTHEAST OF LANE AND 5.6 KM (3.5 MI) SOUTHEAST OF
 DD3362'BRYANS CROSSROADS (JUNCTION OF U.S. 521 AND STATE 377).
 DD3362'
 DD3362'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 521 AND STATE
 DD3362'HIGHWAY 521 FOR 6.6 KM (4.1 MI) TO THE RECREATION CENTER ON THE
 DD3362'RIGHT, CONTINUE ON PASSING STATION LAWRENCE 2, GO .5 KM (0.3 MI) TO A
 DD3362'SIDE ROAD RIGHT, TURN RIGHT AND GO 1.3 KM (0.8 MI) TO STATION ON LEFT.
 DD3362'
 DD3362'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3362'---045 038 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3362'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.2 METERS W FROM THE
 DD3362'CENTER OF COUNTY ROAD 317,  2.0 METERS W FROM THE EDGE OF COUNTY ROAD
 DD3362'317, AND  1.6 METERS E FROM THE METAL WITNESS POST.
 DD3362'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3362'DISK STAMPED---045 038 1981---SET INTO AN IRREGULAR MASS OF
 DD3362'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD3362'
 DD3362'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3362'DISK STAMPED---045 038 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3362'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3362'5.2 METERS W FROM THE CENTER OF COUNTY ROAD 317,  2.3 METERS W FROM
 DD3362'THE EDGE OF COUNTY ROAD 317,  7.8 METERS S FROM THE METAL WITNESS
 DD3362'POST, AND IS LEVEL WITH THE STATION.
 DD3362'
 DD3362'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3362'STAMPED---045 038 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3362'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  IT IS LOCATED
 DD3362'11.0 M (36.0 FT) SOUTH FROM THE COUNTY ROAD 317,
 DD3362'1.6 M (5.3 FT) SOUTH FROM A METAL WITNESS POST,
 DD3362'1.6 M (5.3 FT) SOUTH FROM THE POWER POLE,  AND
 DD3362'2.7 M (8.8 FT) NORTH FROM THE GUIDE WIRE FOR POWER POLE.
 DD3362'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD3362'GO NORTHEAST ON PAVED ROAD FOR 0.40 KM (0.25 MI) TO A POWER LINE POLE
 DD3362'WITH A GUY WIRE ON IT, PLACE MARK UNDER THE GUY WIRE .9 METERS (3
 DD3362'FEET) NORTH OF POLE.
 DD3362
 DD3362                          STATION RECOVERY (1993)
 DD3362
 DD3362'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3362'STATION IS LOCATED 9.0 MILES (14.5 KM) SOUTHEAST OF KINGSTREE, 6.5
 DD3362'MILES (10.5 KM) NORTHEAST OF LANE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3362'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3362'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DD3362'377 AND U.S. HIGHWAY 521, 5.7 MILES (9.2 KM) SOUTH SOUTHEAST OF
 DD3362'KINGSTREE, GO EAST SOUTHEAST ON HIGHWAY 521 FOR 3.8 MILES (6.1 KM) TO
 DD3362'THE JUNCTION OF STATE ROAD 317, TURN LEFT ON ROAD 317 FOR 0.8 MILE
 DD3362'(1.3 KM) TO THE STATION ON THE LEFT, 0.1 MILE (0.2 KM) SOUTH
 DD3362'SOUTHWEST OF A SHARP CURVE RIGHT. STATION IS A CONCRETE POST FLUSH
 DD3362'WITH THE GROUND, 5.2 METERS (17.1 FT) WEST OF THE CENTER OF THE ROAD,
 DD3362'2.0 METERS (6.6 FT) WEST OF THE EDGE OF THE ROAD, 1.6 METERS
 DD3362'(5.2 FT) EAST OF A WITNESS POST.
 DD3362
 DD3362                          STATION RECOVERY (2002)
 DD3362
 DD3362'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD3362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3361 ***********************************************************************
 DD3361  DESIGNATION -  045 038 AZ MK
 DD3361  PID         -  DD3361
 DD3361  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3361  USGS QUAD   -  SALTERS (1990)
 DD3361
 DD3361                         *CURRENT SURVEY CONTROL
 DD3361  ___________________________________________________________________
 DD3361* NAD 83(2001)-  33 33 41.75063(N)    079 45 41.94539(W)     ADJUSTED  
 DD3361* NAVD 88     -        17.5    (meters)      57.     (feet)  VERTCON   
 DD3361  ___________________________________________________________________
 DD3361  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 DD3361  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DD3361
 DD3361  HORZ ORDER  -  SECOND
 DD3361
 DD3361.The horizontal coordinates were established by classical geodetic methods
 DD3361.and adjusted by the National Geodetic Survey in March 2004..
 DD3361
 DD3361.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3361
 DD3361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3361
 DD3361.The geoid height was determined by GEOID03.
 DD3361
 DD3361;                    North         East     Units Scale Factor Converg.
 DD3361;SPC SC       -   192,346.683   724,562.651   MT  0.99979542   +0 41 11.5
 DD3361;SPC SC       -   631,058.67  2,377,174.05   iFT  0.99979542   +0 41 11.5
 DD3361;UTM  17      - 3,714,235.282   614,946.439   MT  0.99976289   +0 41 04.8
 DD3361
 DD3361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3361!SPC SC       -   1.00000239  x   0.99979542  =   0.99979781
 DD3361!UTM  17      -   1.00000239  x   0.99976289  =   0.99976528
 DD3361
 DD3361                          SUPERSEDED SURVEY CONTROL
 DD3361
 DD3361  NAD 83(1986)-  33 33 41.75914(N)    079 45 41.94749(W) AD(       ) 2
 DD3361  NAD 27      -  33 33 41.16708(N)    079 45 42.69367(W) AD(       ) 2
 DD3361  NGVD 29 (07/19/86)   17.8    (m)           58.     (f) VERT ANG       
 DD3361
 DD3361.Superseded values are not recommended for survey control.
 DD3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3361.See file dsdata.txt to determine how the superseded data were derived.
 DD3361
 DD3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1494614235(NAD 83)
 DD3361_MARKER: DD = SURVEY DISK
 DD3361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3361_SP_SET: CONCRETE POST
 DD3361_STAMPING: 045 038 AZ MK 1981
 DD3361_MARK LOGO: SCGS  
 DD3361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3361+STABILITY: SURFACE MOTION
 DD3361
 DD3361  HISTORY     - Date     Condition        Report By
 DD3361  HISTORY     - 1981     MONUMENTED       SCGS
 DD3361  HISTORY     - 19930920 GOOD             SCGS
 DD3361  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 DD3361  HISTORY     - 20060726 MARK NOT FOUND   SCGS
 DD3361
 DD3361                          STATION DESCRIPTION
 DD3361
 DD3361'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3361'STATION IS LOCATED 9.0 MILES (14.5 KM) SOUTHEAST OF KINGSTREE, 6.5
 DD3361'MILES (10.5 KM) NORTHEAST OF LANE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3361'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3361'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DD3361'377 AND U.S. HIGHWAY 521, 5.7 MILES (9.2 KM) SOUTH SOUTHEAST OF
 DD3361'KINGSTREE, GO EAST SOUTHEAST ON HIGHWAY 521 FOR 3.8 MILES (6.1 KM) TO
 DD3361'THE JUNCTION OF STATE ROAD 317, TURN LEFT ON ROAD 317 FOR 0.9 MILE
 DD3361'(1.4 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON ROAD 317 FOR 0.15 MILE
 DD3361'(0.24 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A
 DD3361'CONCRETE POST FLUSH WITH THE GROUND, 11.0 METERS (36.1 FT) SOUTH OF
 DD3361'THE CENTER OF THE ROAD, 1.6 METERS (5.2 FT) SOUTH OF A WITNESS POST,
 DD3361'1.6 METERS (5.2 FT) SOUTH OF THE POWER POLE, 2.7 METERS (8.9 FT)
 DD3361'NORTH OF THE GUY WIRE FOR THE POLE.
 DD3361
 DD3361                          STATION RECOVERY (2002)
 DD3361
 DD3361'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD3361'MARK NOT FOUND.
 DD3361
 DD3361                          STATION RECOVERY (2006)
 DD3361
 DD3361'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3361'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3361'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION, BROKEN
 DD3361'CONCRETE FOUND, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1043 ***********************************************************************
 DD1043  DESIGNATION -  045 039
 DD1043  PID         -  DD1043
 DD1043  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1043  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD1043
 DD1043                         *CURRENT SURVEY CONTROL
 DD1043  ___________________________________________________________________
 DD1043* NAD 83(2001)-  33 31 06.62384(N)    079 39 40.38268(W)     ADJUSTED  
 DD1043* NAVD 88     -        13.239  (meters)      43.44   (feet)  ADJUSTED  
 DD1043  ___________________________________________________________________
 DD1043  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 DD1043  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DD1043  DYNAMIC HT  -          13.226 (meters)      43.39  (feet)  COMP
 DD1043  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 DD1043
 DD1043  HORZ ORDER  -  SECOND
 DD1043  VERT ORDER  -  FIRST     CLASS II
 DD1043
 DD1043.The horizontal coordinates were established by classical geodetic methods
 DD1043.and adjusted by the National Geodetic Survey in March 2004..
 DD1043
 DD1043.The orthometric height was determined by differential leveling
 DD1043.and adjusted by the National Geodetic Survey in June 1991..
 DD1043
 DD1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1043
 DD1043.The geoid height was determined by GEOID03.
 DD1043
 DD1043.The dynamic height is computed by dividing the NAVD 88
 DD1043.geopotential number by the normal gravity value computed on the
 DD1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1043.degrees latitude (g = 980.6199 gals.).
 DD1043
 DD1043.The modeled gravity was interpolated from observed gravity values.
 DD1043
 DD1043;                    North         East     Units Scale Factor Converg.
 DD1043;SPC SC       -   187,684.936   733,947.892   MT  0.99979710   +0 44 32.0
 DD1043;SPC SC       -   615,764.23  2,407,965.52   iFT  0.99979710   +0 44 32.0
 DD1043;UTM  17      - 3,709,573.243   624,331.305   MT  0.99979058   +0 44 21.8
 DD1043
 DD1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1043!SPC SC       -   1.00000312  x   0.99979710  =   0.99980022
 DD1043!UTM  17      -   1.00000312  x   0.99979058  =   0.99979370
 DD1043
 DD1043|---------------------------------------------------------------------|
 DD1043| PID    Reference Object                     Distance      Geod. Az  |
 DD1043|                                                           dddmmss.s |
 DD1043| DD3755 045 039 RM 1                          7.914 METERS 22315     |
 DD1043| DD1042 045 039 AZ MK                       404.538 METERS 3011906.6 |
 DD1043|---------------------------------------------------------------------|
 DD1043
 DD1043                          SUPERSEDED SURVEY CONTROL
 DD1043
 DD1043  NAD 83(1986)-  33 31 06.63330(N)    079 39 40.38649(W) AD(       ) 2
 DD1043  NAD 27      -  33 31 06.03572(N)    079 39 41.14728(W) AD(       ) 2
 DD1043  NGVD 29 (03/21/89)   13.539  (m)           44.42   (f) ADJUSTED    1 2
 DD1043
 DD1043.Superseded values are not recommended for survey control.
 DD1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1043.See file dsdata.txt to determine how the superseded data were derived.
 DD1043
 DD1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2433109573(NAD 83)
 DD1043_MARKER: DD = SURVEY DISK
 DD1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1043_SP_SET: CONCRETE POST
 DD1043_STAMPING: HORZ 045 039 1981
 DD1043_MARK LOGO: SCGS  
 DD1043_PROJECTION: FLUSH
 DD1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1043
 DD1043  HISTORY     - Date     Condition        Report By
 DD1043  HISTORY     - 1981     MONUMENTED       SCGS
 DD1043  HISTORY     - 1982     GOOD             SCGS
 DD1043
 DD1043                          STATION DESCRIPTION
 DD1043
 DD1043'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1043'11.8 KM (7.35 MI) NW FROM ANDREWS.
 DD1043'11.8 KILOMETERS (7.35 MILES) NORTH ALONG U.S. HIGHWAY 521 FROM
 DD1043'THE SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF
 DD1043'ANDREWS, SET NEAR A FENCE IN THE FRONT YARD OF A BRICK HOUSE,
 DD1043'40.5 METERS (133.0 FEET) NORTH-NORTHEAST OF THE CENTER LINE
 DD1043'OF U.S. HIGHWAY 521, 45.5 METERS (149.4 FEET) WEST-SOUTHWEST OF
 DD1043'THE WEST CORNER OF THE BRICK HOUSE, 1.40 METERS (4.70 FEET)
 DD1043'SOUTHEAST OF THE WIRE FENCE.
 DD1043'THE MARK IS 1.40 METERS  SE FROM A WITNESS POST.
 DD1043'THE MARK IS 1.20 M ABOVE U.S. HIGHWAY 521.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1042 ***********************************************************************
 DD1042  DESIGNATION -  045 039 AZ MK
 DD1042  PID         -  DD1042
 DD1042  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1042  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD1042
 DD1042                         *CURRENT SURVEY CONTROL
 DD1042  ___________________________________________________________________
 DD1042* NAD 83(2001)-  33 31 13.44873(N)    079 39 53.77477(W)     ADJUSTED  
 DD1042* NAVD 88     -        12.773  (meters)      41.91   (feet)  ADJUSTED  
 DD1042  ___________________________________________________________________
 DD1042  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 DD1042  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DD1042  DYNAMIC HT  -          12.760 (meters)      41.86  (feet)  COMP
 DD1042  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 DD1042
 DD1042  HORZ ORDER  -  SECOND
 DD1042  VERT ORDER  -  FIRST     CLASS II
 DD1042
 DD1042.The horizontal coordinates were established by classical geodetic methods
 DD1042.and adjusted by the National Geodetic Survey in March 2004..
 DD1042
 DD1042.The orthometric height was determined by differential leveling
 DD1042.and adjusted by the National Geodetic Survey in June 1991..
 DD1042
 DD1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1042
 DD1042.The geoid height was determined by GEOID03.
 DD1042
 DD1042.The dynamic height is computed by dividing the NAVD 88
 DD1042.geopotential number by the normal gravity value computed on the
 DD1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1042.degrees latitude (g = 980.6199 gals.).
 DD1042
 DD1042.The modeled gravity was interpolated from observed gravity values.
 DD1042
 DD1042;                    North         East     Units Scale Factor Converg.
 DD1042;SPC SC       -   187,890.676   733,599.674   MT  0.99979702   +0 44 24.6
 DD1042;SPC SC       -   616,439.23  2,406,823.08   iFT  0.99979702   +0 44 24.6
 DD1042;UTM  17      - 3,709,778.999   623,983.100   MT  0.99978951   +0 44 14.5
 DD1042
 DD1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1042!SPC SC       -   1.00000320  x   0.99979702  =   0.99980021
 DD1042!UTM  17      -   1.00000320  x   0.99978951  =   0.99979270
 DD1042
 DD1042                          SUPERSEDED SURVEY CONTROL
 DD1042
 DD1042  NAD 83(1986)-  33 31 13.45816(N)    079 39 53.77860(W) AD(       ) 2
 DD1042  NAD 27      -  33 31 12.86130(N)    079 39 54.53861(W) AD(       ) 2
 DD1042  NGVD 29 (03/21/89)   13.073  (m)           42.89   (f) ADJUSTED    1 2
 DD1042
 DD1042.Superseded values are not recommended for survey control.
 DD1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1042.See file dsdata.txt to determine how the superseded data were derived.
 DD1042
 DD1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2398309779(NAD 83)
 DD1042_MARKER: DZ = AZIMUTH MARK DISK
 DD1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1042_SP_SET: CONCRETE POST
 DD1042_STAMPING: AZ MK 045 039 1981
 DD1042_MARK LOGO: SCGS  
 DD1042_PROJECTION: FLUSH
 DD1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1042
 DD1042  HISTORY     - Date     Condition        Report By
 DD1042  HISTORY     - 1981     MONUMENTED       SCGS
 DD1042  HISTORY     - 1982     GOOD             SCGS
 DD1042
 DD1042                          STATION DESCRIPTION
 DD1042
 DD1042'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1042'12.3 KM (7.65 MI) NW FROM ANDREWS.
 DD1042'12.3 KILOMETERS (7.65 MILES) NORTH ALONG U.S. HIGHWAY 521 FROM
 DD1042'THE SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF
 DD1042'ANDREWS, SET NEAR A POWER POLE IN THE FRONT YARD OF AN ABANDONED
 DD1042'FARM, 31.4 METERS (103.0 FEET) SOUTH OF THE SOUTH CORNER OF A ONE
 DD1042'STORY WOOD HOUSE, 14.9 METERS (49.0 FEET) NORTH-NORTHEAST OF THE
 DD1042'CENTER LINE OF U.S. HIGHWAY 521, 7.3 METERS (24.0 FEET) SOUTHEAST
 DD1042'OF THE APPROXIMATE CENTER OF A SAND DRIVE, 0.8 METER (2.7 FEET)
 DD1042'WEST-SOUTHWEST OF A POWER POLE.
 DD1042'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 DD1042'THE MARK IS 0.90 M ABOVE U.S. HIGHWAY 521.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3363 ***********************************************************************
 DD3363  DESIGNATION -  045 040
 DD3363  PID         -  DD3363
 DD3363  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3363  USGS QUAD   -  SALTERS (1990)
 DD3363
 DD3363                         *CURRENT SURVEY CONTROL
 DD3363  ___________________________________________________________________
 DD3363* NAD 83(2001)-  33 34 49.57050(N)    079 49 07.74003(W)     ADJUSTED  
 DD3363* NAVD 88     -        18.3    (meters)      60.     (feet)  VERTCON   
 DD3363  ___________________________________________________________________
 DD3363  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DD3363  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DD3363
 DD3363  HORZ ORDER  -  SECOND
 DD3363
 DD3363.The horizontal coordinates were established by classical geodetic methods
 DD3363.and adjusted by the National Geodetic Survey in March 2004..
 DD3363
 DD3363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3363
 DD3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3363
 DD3363.The geoid height was determined by GEOID03.
 DD3363
 DD3363;                    North         East     Units Scale Factor Converg.
 DD3363;SPC SC       -   194,373.502   719,232.056   MT  0.99979485   +0 39 17.5
 DD3363;SPC SC       -   637,708.34  2,359,685.22   iFT  0.99979485   +0 39 17.5
 DD3363;UTM  17      - 3,716,262.175   609,616.114   MT  0.99974813   +0 39 12.2
 DD3363
 DD3363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3363!SPC SC       -   1.00000224  x   0.99979485  =   0.99979709
 DD3363!UTM  17      -   1.00000224  x   0.99974813  =   0.99975037
 DD3363
 DD3363|---------------------------------------------------------------------|
 DD3363| PID    Reference Object                     Distance      Geod. Az  |
 DD3363|                                                           dddmmss.s |
 DD3363| DD1022 045 040 RM 1                         10.261 METERS 08217     |
 DD3363| DD1021 045 040 AZ MK                       354.334 METERS 27850     |
 DD3363|---------------------------------------------------------------------|
 DD3363
 DD3363                          SUPERSEDED SURVEY CONTROL
 DD3363
 DD3363  NAD 83(1986)-  33 34 49.57917(N)    079 49 07.74196(W) AD(       ) 2
 DD3363  NAD 27      -  33 34 48.98541(N)    079 49 08.48086(W) AD(       ) 2
 DD3363  NGVD 29 (07/19/86)   18.6    (m)           61.     (f) VERT ANG       
 DD3363
 DD3363.Superseded values are not recommended for survey control.
 DD3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3363.See file dsdata.txt to determine how the superseded data were derived.
 DD3363
 DD3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0961616262(NAD 83)
 DD3363_MARKER: DD = SURVEY DISK
 DD3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3363_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3363
 DD3363  HISTORY     - Date     Condition        Report By
 DD3363  HISTORY     - 1981     MONUMENTED       SCGS
 DD3363  HISTORY     - 20060726 MARK NOT FOUND   SCGS
 DD3363
 DD3363                          STATION DESCRIPTION
 DD3363
 DD3363'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3363'THE STATION IS LOCATED 7 MILES SOUTH OF KINGSTREE, ABOUT 6.5 MILES
 DD3363'NORTHEAST OF LANE AND IN THE TRIANGLE FORMED BY U.S. HIGHWAY 521,
 DD3363'STATE HIGHWAY 377 AND A CUTOFF ROAD, AND ALONG THE WEST SIDE OF THE
 DD3363'CUTOFF ROAD.
 DD3363'
 DD3363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 521 AND STATE
 DD3363'HIGHWAY 377, ABOUT 7 MILES SOUTH OF KINGSTREE AND 5 MILES NORTH OF
 DD3363'LANE, GO EAST ON HIGHWAY FOR 0.2 MILE TO SIDE ROAD LEFT.  (THIS IS A
 DD3363'BYPASS FOR HIGHWAY 377).  TURN LEFT ON ROAD FOR ABOUT 300 FEET AND
 DD3363'STATION ON LEFT.
 DD3363'
 DD3363'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3363'---045 040 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3363'INCHES IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 30.8
 DD3363'METERS N FROM THE CENTER OF HIGHWAY 521, 27.7 METERS W FROM THE
 DD3363'CENTER OF HIGHWAY 377 BYPASS, 10.2 METERS W FROM A METAL WITNESS
 DD3363'POST, 21.6 METERS W FROM A 30 INCH OAK TREE, AND 74.0 METERS E FROM
 DD3363'THE THE SOUTHEAST CORNER OF METAL BUILDING.
 DD3363'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3363'DISK STAMPED---045 040 1981---SET INTO AN IRREGULAR MASS OF
 DD3363'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3363'
 DD3363'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3363'DISK STAMPED---045 040 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3363'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3363'18.0 METERS SW FROM THE CENTER OF HIGHWAY 377 BYPASS, 12.2 METERS NW
 DD3363'FROM THE THE THIRTY INCH TREE,  0.4 METERS N FROM THE WITNESS POST,
 DD3363'14.6 METERS SW FROM THE THE WEST EDGE OF PAVEMENT OF HIGHWAY, AND IS
 DD3363'LEVEL WITH THE STATION.
 DD3363'
 DD3363'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3363'STAMPED---045 040 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD3363'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  8.4
 DD3363'METERS NW FROM THE CENTER OF HIGHWAY 377,  5.1 METERS S FROM THE
 DD3363'POWER LINE POLE 2,  1.7 METERS SSW FROM A METAL WITNESS POST, AND
 DD3363'6.6 METERS E FROM THE CENTER OF DRIVEWAY.
 DD3363'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHERLY FOR ABOUT 200
 DD3363'FEET TO JUNCTION WITH HIGHWAY 521, TURN RIGHT AND GO WESTERLY ON
 DD3363'HIGHWAY 521 FOR 0.2 MILE TO JUNCTION OF HIGHWAY 377.  TURN LEFT ON
 DD3363'HIGHWAY 377 FOR ABOUT 300 FEET TO MARK ON RIGNT.
 DD3363
 DD3363                          STATION RECOVERY (2006)
 DD3363
 DD3363'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3363'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3363'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION, DESCRIBED
 DD3363'AREA IS UNDER A METAL JUNK STORAGE HEAP, POSSIBLE INTACT BUT NOT
 DD3363'RECOVERABLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1021 ***********************************************************************
 DD1021  DESIGNATION -  045 040 AZ MK
 DD1021  PID         -  DD1021
 DD1021  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1021  USGS QUAD   -  SALTERS (1990)
 DD1021
 DD1021                         *CURRENT SURVEY CONTROL
 DD1021  ___________________________________________________________________
 DD1021* NAD 83(2001)-  33 34 51.33622(N)    079 49 21.31748(W)     ADJUSTED  
 DD1021* NAVD 88     -        16.916  (meters)      55.50   (feet)  ADJUSTED  
 DD1021  ___________________________________________________________________
 DD1021  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DD1021  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DD1021  DYNAMIC HT  -          16.899 (meters)      55.44  (feet)  COMP
 DD1021  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 DD1021
 DD1021  HORZ ORDER  -  SECOND
 DD1021  VERT ORDER  -  FIRST     CLASS II
 DD1021
 DD1021.The horizontal coordinates were established by classical geodetic methods
 DD1021.and adjusted by the National Geodetic Survey in March 2004..
 DD1021
 DD1021.The orthometric height was determined by differential leveling
 DD1021.and adjusted by the National Geodetic Survey in June 1991..
 DD1021
 DD1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1021
 DD1021.The geoid height was determined by GEOID03.
 DD1021
 DD1021.The dynamic height is computed by dividing the NAVD 88
 DD1021.geopotential number by the normal gravity value computed on the
 DD1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1021.degrees latitude (g = 980.6199 gals.).
 DD1021
 DD1021.The modeled gravity was interpolated from observed gravity values.
 DD1021
 DD1021;                    North         East     Units Scale Factor Converg.
 DD1021;SPC SC       -   194,423.894   718,881.397   MT  0.99979484   +0 39 09.9
 DD1021;SPC SC       -   637,873.67  2,358,534.77   iFT  0.99979484   +0 39 09.9
 DD1021;UTM  17      - 3,716,312.573   609,265.473   MT  0.99974719   +0 39 04.7
 DD1021
 DD1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1021!SPC SC       -   1.00000245  x   0.99979484  =   0.99979729
 DD1021!UTM  17      -   1.00000245  x   0.99974719  =   0.99974964
 DD1021
 DD1021                          SUPERSEDED SURVEY CONTROL
 DD1021
 DD1021  NAD 83(1986)-  33 34 51.34487(N)    079 49 21.31946(W) AD(       ) 2
 DD1021  NAD 27      -  33 34 50.75155(N)    079 49 22.05790(W) AD(       ) 2
 DD1021  NGVD 29 (03/21/89)   17.214  (m)           56.48   (f) ADJUSTED    1 2
 DD1021
 DD1021.Superseded values are not recommended for survey control.
 DD1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1021.See file dsdata.txt to determine how the superseded data were derived.
 DD1021
 DD1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0926516313(NAD 83)
 DD1021_MARKER: DZ = AZIMUTH MARK DISK
 DD1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1021_SP_SET: CONCRETE POST
 DD1021_STAMPING: AZ MK 045 040 1981
 DD1021_MARK LOGO: SCGS  
 DD1021_PROJECTION: FLUSH
 DD1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1021+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002
 DD1021
 DD1021  HISTORY     - Date     Condition        Report By
 DD1021  HISTORY     - 1981     MONUMENTED       SCGS
 DD1021  HISTORY     - 1982     GOOD             SCGS
 DD1021  HISTORY     - 20020823 GOOD             INDIV
 DD1021
 DD1021                          STATION DESCRIPTION
 DD1021
 DD1021'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1021'3.2 KM (2.0 MI) SE FROM SALTERS.
 DD1021'SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY
 DD1021'377 AND U.S. HIGHWAY 521, JUST SOUTHEAST OF SALTERS, 67.4 METERS
 DD1021'(221.3 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE OF HIGHWAY 521,
 DD1021'39.3 METERS (129.0 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST
 DD1021'CORNER OF A STORE BUILDING, 8.4 METERS (27.5 FEET) WEST-NORTHWEST
 DD1021'OF THE CENTER LINE OF HIGHWAY 377, 4.9 METERS (16.3 FEET) SOUTH
 DD1021'OF A POWER POLE NUMBER 2 WITH THREE SMALL TRANSFORMERS.
 DD1021'THE MARK IS 1.70 METERS  SSE FROM A WITNESS POST.
 DD1021'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 DD1021
 DD1021                          STATION RECOVERY (2002)
 DD1021
 DD1021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MRM)
 DD1021'MONUMENT IS NOW BENEATH A LAYER OF ASPHALT AT THE ENTRANCE TO COOPERS
 DD1021'COUNTRY STORE.  ACCESS THROUGH HOLE CUT IN ASPHALT.  STATION IS BELOW
 DD1021'THE LEVEL OF THE ADJOINING HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1022 ***********************************************************************
 DD1022  DESIGNATION -  045 040 RM 1
 DD1022  PID         -  DD1022
 DD1022  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1022  USGS QUAD   -  SALTERS (1990)
 DD1022
 DD1022                         *CURRENT SURVEY CONTROL
 DD1022  ___________________________________________________________________
 DD1022* NAD 83(1986)-  33 34 51.     (N)    079 49 05.     (W)     SCALED    
 DD1022* NAVD 88     -        17.508  (meters)      57.44   (feet)  ADJUSTED  
 DD1022  ___________________________________________________________________
 DD1022  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DD1022  DYNAMIC HT  -          17.490 (meters)      57.38  (feet)  COMP
 DD1022  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 DD1022
 DD1022  VERT ORDER  -  FIRST     CLASS II
 DD1022
 DD1022.The horizontal coordinates were scaled from a topographic map and have
 DD1022.an estimated accuracy of +/- 6 seconds.
 DD1022
 DD1022.The orthometric height was determined by differential leveling
 DD1022.and adjusted by the National Geodetic Survey in June 1991..
 DD1022
 DD1022.The geoid height was determined by GEOID03.
 DD1022
 DD1022.The dynamic height is computed by dividing the NAVD 88
 DD1022.geopotential number by the normal gravity value computed on the
 DD1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1022.degrees latitude (g = 980.6199 gals.).
 DD1022
 DD1022.The modeled gravity was interpolated from observed gravity values.
 DD1022
 DD1022;                    North         East    Units  Estimated Accuracy
 DD1022;SPC SC       -   194,420.      719,300.      MT  (+/- 180 meters Scaled)
 DD1022
 DD1022                          SUPERSEDED SURVEY CONTROL
 DD1022
 DD1022  NGVD 29 (03/21/89)   17.805  (m)           58.42   (f) ADJUSTED    1 2
 DD1022
 DD1022.Superseded values are not recommended for survey control.
 DD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1022.See file dsdata.txt to determine how the superseded data were derived.
 DD1022
 DD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT096163(NAD 83)
 DD1022_MARKER: DR = REFERENCE MARK DISK
 DD1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1022_SP_SET: CONCRETE POST
 DD1022_STAMPING: RM 1 045 040 1981
 DD1022_MARK LOGO: SCGS  
 DD1022_PROJECTION: FLUSH
 DD1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1022
 DD1022  HISTORY     - Date     Condition        Report By
 DD1022  HISTORY     - 1981     MONUMENTED       SCGS
 DD1022  HISTORY     - 1982     GOOD             SCGS
 DD1022  HISTORY     - 20060726 MARK NOT FOUND   SCGS
 DD1022
 DD1022                          STATION DESCRIPTION
 DD1022
 DD1022'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1022'3.5 KM (2.2 MI) SE FROM SALTERS.
 DD1022'0.3 KILOMETERS (0.2 MILES) EAST ALONG U.S. HIGHWAY 521, FROM THE
 DD1022'JUNCTION OF STATE HIGHWAY 377, THENCE 0.2 KILOMETERS (0.1 MILES)
 DD1022'NORTH ALONG STATE HIGHWAY 377 BYPASS, SET NEAR A 36 INCH LIVE OAK AND
 DD1022'IN THE VEE OF THE TWO HIGHWAYS, 82.7 METERS (271.2 FEET) SOUTH
 DD1022'OF THE SOUTHEAST CORNER OF A TIN CLAD BUILDING, 36.5 METERS
 DD1022'(120.0 FEET) EAST-NORTHEAST OF THE CENTER LINE OF HIGHWAY 521,
 DD1022'17.9 METERS (59.0 FEET) WEST-SOUTHWEST OF HIGHWAY 377, 12.2 METERS
 DD1022'(40.0 FEET) NORTHWEST OF THE 36 INCH OAK TREE.
 DD1022'THE MARK IS 0.40 METERS  N FROM A WITNESS POST.
 DD1022'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 DD1022
 DD1022                          STATION RECOVERY (2006)
 DD1022
 DD1022'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD1022'POSITION AND DESCRIPTION LED TO AN AREA CHANGED DUE TO HIGHWAY RIGHT
 DD1022'OF WAY MAINTENANCE, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1093 ***********************************************************************
 DD1093  DESIGNATION -  045 041
 DD1093  PID         -  DD1093
 DD1093  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1093  USGS QUAD   -  TRIO (1973)
 DD1093
 DD1093                         *CURRENT SURVEY CONTROL
 DD1093  ___________________________________________________________________
 DD1093* NAD 83(2001)-  33 28 13.27901(N)    079 39 09.90566(W)     ADJUSTED  
 DD1093* NAVD 88     -        13.057  (meters)      42.84   (feet)  ADJUSTED  
 DD1093  ___________________________________________________________________
 DD1093  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 DD1093  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DD1093  DYNAMIC HT  -          13.043 (meters)      42.79  (feet)  COMP
 DD1093  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DD1093
 DD1093  HORZ ORDER  -  SECOND
 DD1093  VERT ORDER  -  FIRST     CLASS II
 DD1093
 DD1093.The horizontal coordinates were established by classical geodetic methods
 DD1093.and adjusted by the National Geodetic Survey in March 2004..
 DD1093
 DD1093.The orthometric height was determined by differential leveling
 DD1093.and adjusted by the National Geodetic Survey in June 1991..
 DD1093
 DD1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1093
 DD1093.The geoid height was determined by GEOID03.
 DD1093
 DD1093.The dynamic height is computed by dividing the NAVD 88
 DD1093.geopotential number by the normal gravity value computed on the
 DD1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1093.degrees latitude (g = 980.6199 gals.).
 DD1093
 DD1093.The modeled gravity was interpolated from observed gravity values.
 DD1093
 DD1093;                    North         East     Units Scale Factor Converg.
 DD1093;SPC SC       -   182,356.061   734,803.770   MT  0.99979965   +0 44 48.9
 DD1093;SPC SC       -   598,281.04  2,410,773.52   iFT  0.99979965   +0 44 48.9
 DD1093;UTM  17      - 3,704,244.353   625,186.869   MT  0.99979321   +0 44 35.2
 DD1093
 DD1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1093!SPC SC       -   1.00000318  x   0.99979965  =   0.99980283
 DD1093!UTM  17      -   1.00000318  x   0.99979321  =   0.99979639
 DD1093
 DD1093:                Primary Azimuth Mark                     Grid Az
 DD1093:SPC SC       -  045 041 AZ MK                            106 06 47.4
 DD1093:UTM  17      -  045 041 AZ MK                            106 07 01.1
 DD1093
 DD1093|---------------------------------------------------------------------|
 DD1093| PID    Reference Object                     Distance      Geod. Az  |
 DD1093|                                                           dddmmss.s |
 DD1093| DD1094 045 041 AZ MK                       APPROX. 0.8 KM 1065136.3 |
 DD1093| DD1092 045 041 RM 1                          8.323 METERS 29028     |
 DD1093|---------------------------------------------------------------------|
 DD1093
 DD1093                          SUPERSEDED SURVEY CONTROL
 DD1093
 DD1093  NAD 83(1986)-  33 28 13.28879(N)    079 39 09.90897(W) AD(       ) 2
 DD1093  NAD 27      -  33 28 12.69411(N)    079 39 10.66509(W) AD(       ) 2
 DD1093  NGVD 29 (03/21/89)   13.357  (m)           43.82   (f) ADJUSTED    1 2
 DD1093
 DD1093.Superseded values are not recommended for survey control.
 DD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1093.See file dsdata.txt to determine how the superseded data were derived.
 DD1093
 DD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2518704244(NAD 83)
 DD1093_MARKER: DS = TRIANGULATION STATION DISK
 DD1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1093_SP_SET: CONCRETE POST
 DD1093_STAMPING: HORZ 045 041 1981
 DD1093_MARK LOGO: SCGS  
 DD1093_PROJECTION: FLUSH
 DD1093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1093
 DD1093  HISTORY     - Date     Condition        Report By
 DD1093  HISTORY     - 1981     MONUMENTED       SCGS
 DD1093  HISTORY     - 1982     GOOD             SCGS
 DD1093
 DD1093                          STATION DESCRIPTION
 DD1093
 DD1093'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1093'THE STATION IS LOCATED ABOUT 8.9 KM (5.6 MI) WEST OF ANDREWS, ABOUT
 DD1093'6.1 KM (3.8 MI) EAST OF THE TRIO POST OFFICE, STATION IS THE NORTH OF
 DD1093'HIGHWAY S-45-16 AND IS ON HIGHWAY RIGHT-OF-WAY, 0.8 KM (0.5 MI) WEST
 DD1093'OF THE EARLE LOOKOUT TOWER.  FOR INFORMATION CONTACT--  MR. GEORGE
 DD1093'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD1093'29202, TELEPHONE (803) 758-3414.
 DD1093'
 DD1093'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS S-45-50 AND
 DD1093'S-45-16 AND THE POST OFFICE IN TRIO, GO EASTERLY ON HIGHWAY S-45-16
 DD1093'FOR 6.3 KM (3.95 MI) TO THE STATION LEFT, 1/2 MILE BEFORE REACHING THE
 DD1093'EARLE LOOKOUT TOWER.
 DD1093'
 DD1093'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1093'---045 041 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1093'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.0 METERS N FROM
 DD1093'CENTER LINE OF STATE HIGHWAY 16,  8.4 METERS E FROM METAL
 DD1093'WITNESS POST, 12.5 METERS SW FROM 19 INCH PINE TREE, AND 63.6
 DD1093'METERS W FROM CENTER OF DRIVEWAY.
 DD1093'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1093'DISK STAMPED---045 041 1981---SET INTO AN IRREGULAR MASS OF
 DD1093'CONCRETE  1.2 METERS BELOW THE SURFACE.
 DD1093'
 DD1093'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1093'DISK STAMPED---045 041 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD1093'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1093'7.5 METERS N FROM CENTER LINE OF STATE HIGHWAY 16,  0.3 METERS S
 DD1093'FROM METAL WITNESS POST, 10.2 METERS SE FROM 12 INCH PINE
 DD1093'TREE, AND IS LEVEL WITH THE STATION.
 DD1093'
 DD1093'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1093'STAMPED---045 041 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD1093'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.0
 DD1093'METERS S FROM CENTER LINE OF STATE HIGHWAY 16,  1.0 METERS E
 DD1093'FROM METAL WITNESS POST, AND 17.5 METERS SE FROM EARLE
 DD1093'LOOKOUT TOWER SIGN.
 DD1093'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DD1093'GO EAST ON STATE HIGHWAY 16 FOR 0.8 KM (0.5 MI) TO LOOKOUT TOWER ON
 DD1093'LEFT AND AZIMUTH MARK ON RIGHT.
 DD1093
 DD1093                          STATION RECOVERY (1982)
 DD1093
 DD1093'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1093'9.0 KM (5.6 MI) NW FROM ANDREWS.
 DD1093'9.0 KILOMETERS (5.6 MILES) NORTHWEST ALONG COUNTY ROAD (S-45-16,
 DD1093'S-22-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, SET
 DD1093'BETWEEN THE ROAD AND A DITCH, ON THE NORTH SIDE OF THE ROAD,
 DD1093'63.7 METERS (209.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER
 DD1093'OF A SAND DRIVE, 17.7 METERS (58.2 FEET) SOUTHEAST OF A 12
 DD1093'INCH BLAZED PINE TREE, 7.0 METERS (23.0 FEET) NORTH-NORTHEAST
 DD1093'OF THE CENTER LINE OF COUNTY ROAD (S-45-16, S-22-16), 8.3
 DD1093'METERS (27.5 FEET) EAST-SOUTHEAST OF 045 041 RM 1 SCGS,
 DD1093'THE MARK IS 8.40 METERS  ESE FROM A WITNESS POST.
 DD1093'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1094 ***********************************************************************
 DD1094  DESIGNATION -  045 041 AZ MK
 DD1094  PID         -  DD1094
 DD1094  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1094  USGS QUAD   -  TRIO (1973)
 DD1094
 DD1094                         *CURRENT SURVEY CONTROL
 DD1094  ___________________________________________________________________
 DD1094* NAD 83(2001)-  33 28 05.66918(N)    079 38 39.94937(W)     ADJUSTED  
 DD1094* NAVD 88     -        12.690  (meters)      41.63   (feet)  ADJUSTED  
 DD1094  ___________________________________________________________________
 DD1094  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 DD1094  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DD1094  DYNAMIC HT  -          12.677 (meters)      41.59  (feet)  COMP
 DD1094  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 DD1094
 DD1094  HORZ ORDER  -  SECOND
 DD1094  VERT ORDER  -  FIRST     CLASS II
 DD1094
 DD1094.The horizontal coordinates were established by classical geodetic methods
 DD1094.and adjusted by the National Geodetic Survey in March 2004..
 DD1094
 DD1094.The orthometric height was determined by differential leveling
 DD1094.and adjusted by the National Geodetic Survey in June 1991..
 DD1094
 DD1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1094
 DD1094.The geoid height was determined by GEOID03.
 DD1094
 DD1094.The dynamic height is computed by dividing the NAVD 88
 DD1094.geopotential number by the normal gravity value computed on the
 DD1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1094.degrees latitude (g = 980.6199 gals.).
 DD1094
 DD1094.The modeled gravity was interpolated from observed gravity values.
 DD1094
 DD1094;                    North         East     Units Scale Factor Converg.
 DD1094;SPC SC       -   182,131.788   735,580.114   MT  0.99979978   +0 45 05.5
 DD1094;SPC SC       -   597,545.24  2,413,320.58   iFT  0.99979978   +0 45 05.5
 DD1094;UTM  17      - 3,704,020.029   625,963.193   MT  0.99979562   +0 44 51.6
 DD1094
 DD1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1094!SPC SC       -   1.00000324  x   0.99979978  =   0.99980302
 DD1094!UTM  17      -   1.00000324  x   0.99979562  =   0.99979886
 DD1094
 DD1094                          SUPERSEDED SURVEY CONTROL
 DD1094
 DD1094  NAD 83(1986)-  33 28 05.67897(N)    079 38 39.95268(W) AD(       ) 2
 DD1094  NAD 27      -  33 28 05.08427(N)    079 38 40.70962(W) AD(       ) 2
 DD1094  NGVD 29 (03/21/89)   12.990  (m)           42.62   (f) ADJUSTED    1 2
 DD1094
 DD1094.Superseded values are not recommended for survey control.
 DD1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1094.See file dsdata.txt to determine how the superseded data were derived.
 DD1094
 DD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2596304020(NAD 83)
 DD1094_MARKER: DZ = AZIMUTH MARK DISK
 DD1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1094_SP_SET: CONCRETE POST
 DD1094_STAMPING: AZ MK 045 041 1981
 DD1094_MARK LOGO: SCGS  
 DD1094_PROJECTION: FLUSH
 DD1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1094
 DD1094  HISTORY     - Date     Condition        Report By
 DD1094  HISTORY     - 1981     MONUMENTED       SCGS
 DD1094  HISTORY     - 1982     GOOD             SCGS
 DD1094  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1094
 DD1094                          STATION DESCRIPTION
 DD1094
 DD1094'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1094'8.2 KM (5.1 MI) NW FROM ANDREWS.
 DD1094'8.2 KILOMETERS (5.1 MILES) NORTHWEST ALONG COUNTY ROAD (S-45-16,
 DD1094'S-22-16) FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, SET
 DD1094'ACROSS THE ROAD FROM A LOOKOUT TOWER, 47.0 METERS (154.6 FEET)
 DD1094'SOUTH OF THE SOUTHWEST CORNER OF A ONE STORY HOUSE, 35.5 METERS
 DD1094'(116.9 FEET) SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER,
 DD1094'5.2 METERS (17.2 FEET) SOUTH OF THE CENTER LINE OF COUNTY ROADS
 DD1094'(S-45-16, S-22-16), 8.5 METERS (28.0 FEET) WEST OF THE APPROXIMATE
 DD1094'CENTER OF A SAND ROAD DRIVE LEADING TO THE HOUSE.
 DD1094'THE MARK IS 1.00 METERS  W FROM A WITNESS POST.
 DD1094'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-16.
 DD1094
 DD1094                          STATION RECOVERY (2006)
 DD1094
 DD1094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1094'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD1094'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD1094'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1092 ***********************************************************************
 DD1092  DESIGNATION -  045 041 RM 1
 DD1092  PID         -  DD1092
 DD1092  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1092  USGS QUAD   -  TRIO (1973)
 DD1092
 DD1092                         *CURRENT SURVEY CONTROL
 DD1092  ___________________________________________________________________
 DD1092* NAD 83(1986)-  33 28 14.     (N)    079 39 09.     (W)     SCALED    
 DD1092* NAVD 88     -        13.141  (meters)      43.11   (feet)  ADJUSTED  
 DD1092  ___________________________________________________________________
 DD1092  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DD1092  DYNAMIC HT  -          13.127 (meters)      43.07  (feet)  COMP
 DD1092  MODELED GRAV-     979,579.1   (mgal)                       NAVD 88
 DD1092
 DD1092  VERT ORDER  -  FIRST     CLASS II
 DD1092
 DD1092.The horizontal coordinates were scaled from a topographic map and have
 DD1092.an estimated accuracy of +/- 6 seconds.
 DD1092
 DD1092.The orthometric height was determined by differential leveling
 DD1092.and adjusted by the National Geodetic Survey in June 1991..
 DD1092
 DD1092.The geoid height was determined by GEOID03.
 DD1092
 DD1092.The dynamic height is computed by dividing the NAVD 88
 DD1092.geopotential number by the normal gravity value computed on the
 DD1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1092.degrees latitude (g = 980.6199 gals.).
 DD1092
 DD1092.The modeled gravity was interpolated from observed gravity values.
 DD1092
 DD1092;                    North         East    Units  Estimated Accuracy
 DD1092;SPC SC       -   182,380.      734,830.      MT  (+/- 180 meters Scaled)
 DD1092
 DD1092                          SUPERSEDED SURVEY CONTROL
 DD1092
 DD1092  NGVD 29 (03/21/89)   13.441  (m)           44.10   (f) ADJUSTED    1 2
 DD1092
 DD1092.Superseded values are not recommended for survey control.
 DD1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1092.See file dsdata.txt to determine how the superseded data were derived.
 DD1092
 DD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT252042(NAD 83)
 DD1092_MARKER: DR = REFERENCE MARK DISK
 DD1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1092_SP_SET: CONCRETE POST
 DD1092_STAMPING: RM 1 045 041 1981
 DD1092_MARK LOGO: SCGS  
 DD1092_PROJECTION: FLUSH
 DD1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1092
 DD1092  HISTORY     - Date     Condition        Report By
 DD1092  HISTORY     - 1981     MONUMENTED       SCGS
 DD1092  HISTORY     - 1982     GOOD             SCGS
 DD1092
 DD1092                          STATION DESCRIPTION
 DD1092
 DD1092'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1092'9.0 KM (5.6 MI) NW FROM ANDREWS.
 DD1092'9.0 KILOMETERS (5.6 MILES) NORTHWEST ALONG COUNTY ROAD
 DD1092'(S-45-16, S-22-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN
 DD1092'ANDREWS, SET BETWEEN THE ROAD AND A DITCH ON THE NORTH SIDE OF
 DD1092'THE ROAD, 72.1 METERS (236.5 FEET) WEST-NORTHWEST OF THE APPROXIMATE
 DD1092'CENTER OF A SAND DRIVE, 7.2 METERS (24.5 FEET) NORTH-NORTHEAST
 DD1092'OF THE CENTER LINE OF COUNTY ROAD (S-45-16, S-22-16), 9.8 METERS
 DD1092'(32.2 FEET) SOUTH SOUTHEAST OF A 12 INCH BLAZED PINE TREE, 8.3
 DD1092'METERS (27.5 FEET) WEST-NORTHWEST OF 045 041 SCGS.
 DD1092'THE MARK IS 0.30 METERS  SSW FROM A WITNESS POST.
 DD1092'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3083 ***********************************************************************
 DD3083  DESIGNATION -  045 042
 DD3083  PID         -  DD3083
 DD3083  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3083  USGS QUAD   -  TRIO (1973)
 DD3083
 DD3083                         *CURRENT SURVEY CONTROL
 DD3083  ___________________________________________________________________
 DD3083* NAD 83(2001)-  33 29 48.34765(N)    079 41 11.37227(W)     ADJUSTED  
 DD3083* NAVD 88     -        15.8    (meters)      52.     (feet)  VERTCON   
 DD3083  ___________________________________________________________________
 DD3083  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 DD3083  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DD3083
 DD3083  HORZ ORDER  -  SECOND
 DD3083
 DD3083.The horizontal coordinates were established by classical geodetic methods
 DD3083.and adjusted by the National Geodetic Survey in March 2004..
 DD3083
 DD3083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3083
 DD3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3083
 DD3083.The geoid height was determined by GEOID03.
 DD3083
 DD3083;                    North         East     Units Scale Factor Converg.
 DD3083;SPC SC       -   185,243.859   731,631.098   MT  0.99979817   +0 43 41.5
 DD3083;SPC SC       -   607,755.44  2,400,364.49   iFT  0.99979817   +0 43 41.5
 DD3083;UTM  17      - 3,707,132.314   622,014.407   MT  0.99978354   +0 43 30.0
 DD3083
 DD3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3083!SPC SC       -   1.00000272  x   0.99979817  =   0.99980089
 DD3083!UTM  17      -   1.00000272  x   0.99978354  =   0.99978626
 DD3083
 DD3083:                Primary Azimuth Mark                     Grid Az
 DD3083:SPC SC       -  045 042 AZ MK                            106 13 16.6
 DD3083:UTM  17      -  045 042 AZ MK                            106 13 28.1
 DD3083
 DD3083|---------------------------------------------------------------------|
 DD3083| PID    Reference Object                     Distance      Geod. Az  |
 DD3083|                                                           dddmmss.s |
 DD3083| DD3082 045 042 AZ MK                       APPROX. 1.0 KM 1065658.1 |
 DD3083| DD3758 045 042 RM 1                         15.743 METERS 25016     |
 DD3083|---------------------------------------------------------------------|
 DD3083
 DD3083                          SUPERSEDED SURVEY CONTROL
 DD3083
 DD3083  NAD 83(1986)-  33 29 48.35736(N)    079 41 11.37555(W) AD(       ) 2
 DD3083  NAD 27      -  33 29 47.76440(N)    079 41 12.12858(W) AD(       ) 2
 DD3083  NGVD 29 (07/19/86)   16.1    (m)           53.     (f) VERT ANG       
 DD3083
 DD3083.Superseded values are not recommended for survey control.
 DD3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3083.See file dsdata.txt to determine how the superseded data were derived.
 DD3083
 DD3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2201407132(NAD 83)
 DD3083_MARKER: DD = SURVEY DISK
 DD3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3083_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3083
 DD3083  HISTORY     - Date     Condition        Report By
 DD3083  HISTORY     - 1981     MONUMENTED       SCGS
 DD3083
 DD3083                          STATION DESCRIPTION
 DD3083
 DD3083'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3083'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) WEST OF ANDREWS, ABOUT
 DD3083'3.2 KM (2.0 MI) NORTHEAST OF TRIO, ABOUT 2.4 KM (1.5 MI) NORTHEAST OF
 DD3083'HIGHWAY S-45-16, ON THE PROPERTY OF THE WESTVACO COOPERATION.
 DD3083'
 DD3083'TO REACH THE STATION FROM THE POST OFFICE IN
 DD3083'TRIO, GO EASTERLY ON HIGHWAY S-45-16 FOR 0.5 KM (0.35 MI) TO A T
 DD3083'ROAD LEFT, TURN LEFT, GO NORTHERLY ON HIGHWAY S-45-559 1.7 KM (1.05
 DD3083'MI) TO A FIELD ROAD RIGHT, TURN RIGHT FOLLOW FIELD ROAD EASTERLY FOR
 DD3083'0.6 KM (0.4 MI) TO A TOBACCO BARN ON LEFT, BEAR RIGHT, THEN LEFT
 DD3083'AROUND A LARGE TREE, GO NORTH ON TRACK FOR ABOUT 300 FEET, TURN
 DD3083'RIGHT, GO EAST ON A GRADED ROAD FOR 0.6 KM (0.35 MI) TO OFF-SET
 DD3083'CROSSROADS, TURN LEFT, GO NORTHERLY ON GRADED ROAD FOR 1.0 KM (0.6
 DD3083'MI) TO CROSSROAD AT EDGE OF WOODS, TURN LEFT, GO WEST ON GRADED ROAD
 DD3083'FOR 0.3 KM (0.2 MI) TO STATION ON LEFT.
 DD3083'
 DD3083'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3083'---045 042 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3083'CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED  8.4
 DD3083'METERS N FROM APPROXIMATE CENTER OF FIELD ROAD, 10.3 METERS E
 DD3083'FROM APPROXIMATE CENTER OF FIELD ROAD, AND  0.7 METERS W FROM
 DD3083'THE METAL WITNESS POST.
 DD3083'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3083'DISK STAMPED---045 042 1981---SET INTO AN IRREGULAR MASS OF
 DD3083'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3083'
 DD3083'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3083'DISK STAMPED---045 042 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3083'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 4 INCHES ABOVE THE
 DD3083'GROUND LOCATED  6.0 METERS E FROM APPROXIMATE CENTER OF FIELD
 DD3083'ROAD,  8.6 METERS NW FROM THE INTERSECTION OF 3 FIELD ROADS,  0.6
 DD3083'METERS NE FROM THE METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 DD3083'
 DD3083'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3083'STAMPED---045 042 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3083'MONUMENT 30 CM IN DIAMETER PROJECTING 5 INCHES ABOVE THE GROUND
 DD3083'LOCATED 11.4 METERS S FROM APPROXIMATE CENTER OF FIELD ROAD,
 DD3083'1.8 METERS S FROM DEAD PINE TREE, AND  0.5 METERS W FROM
 DD3083'METAL WITNESS POST.
 DD3083'TO REACH THE AZIMUTH MARK FROM THE STATION GO
 DD3083'EAST ON FIELD ROAD FOR 0.3 KM (0.2 MI) TO CROSSROAD CONTINUE ON FOR
 DD3083'0.6 KM (0.4 MI) TO AZIMUTH ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3082 ***********************************************************************
 DD3082  DESIGNATION -  045 042 AZ MK
 DD3082  PID         -  DD3082
 DD3082  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3082  USGS QUAD   -  TRIO (1973)
 DD3082
 DD3082                         *CURRENT SURVEY CONTROL
 DD3082  ___________________________________________________________________
 DD3082* NAD 83(2001)-  33 29 39.09662(N)    079 40 35.14902(W)     ADJUSTED  
 DD3082* NAVD 88     -        15.1    (meters)      50.     (feet)  VERTCON   
 DD3082  ___________________________________________________________________
 DD3082  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 DD3082  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DD3082
 DD3082  HORZ ORDER  -  SECOND
 DD3082
 DD3082.The horizontal coordinates were established by classical geodetic methods
 DD3082.and adjusted by the National Geodetic Survey in March 2004..
 DD3082
 DD3082.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3082
 DD3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3082
 DD3082.The geoid height was determined by GEOID03.
 DD3082
 DD3082;                    North         East     Units Scale Factor Converg.
 DD3082;SPC SC       -   184,970.849   732,569.506   MT  0.99979830   +0 44 01.6
 DD3082;SPC SC       -   606,859.74  2,403,443.26   iFT  0.99979830   +0 44 01.6
 DD3082;UTM  17      - 3,706,859.255   622,952.786   MT  0.99978638   +0 43 49.8
 DD3082
 DD3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3082!SPC SC       -   1.00000284  x   0.99979830  =   0.99980114
 DD3082!UTM  17      -   1.00000284  x   0.99978638  =   0.99978922
 DD3082
 DD3082                          SUPERSEDED SURVEY CONTROL
 DD3082
 DD3082  NAD 83(1986)-  33 29 39.10632(N)    079 40 35.15230(W) AD(       ) 2
 DD3082  NAD 27      -  33 29 38.51320(N)    079 40 35.90636(W) AD(       ) 2
 DD3082  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 DD3082
 DD3082.Superseded values are not recommended for survey control.
 DD3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3082.See file dsdata.txt to determine how the superseded data were derived.
 DD3082
 DD3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2295306859(NAD 83)
 DD3082_MARKER: DD = SURVEY DISK
 DD3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3082_SP_SET: CONCRETE POST
 DD3082_STAMPING: 045 042 AZ MK 1981
 DD3082_MARK LOGO: SCGS  
 DD3082_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3082+STABILITY: SURFACE MOTION
 DD3082
 DD3082  HISTORY     - Date     Condition        Report By
 DD3082  HISTORY     - 1981     MONUMENTED       SCGS
 DD3082  HISTORY     - 19930920 GOOD             SCGS
 DD3082
 DD3082                          STATION DESCRIPTION
 DD3082
 DD3082'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3082'STATION IS LOCATED 7.0 MILES (11.3 KM) WEST OF ANDREWS, 2.0 MILES
 DD3082'(3.2 KM) NORTHEAST OF TRIO. OWNERSHIP--UNKNOWN. TO REACH THE STATION
 DD3082'FROM THE POST OFFICE IN TRIO, GO EAST ON STATE ROAD 16 FOR 0.35 MILE
 DD3082'(0.56 KM) TO THE JUNCTION OF STATE ROAD 559, TURN LEFT ON ROAD 559
 DD3082'FOR 1.05 MILES (1.69 KM) TO A FIELD ROAD RIGHT, TURN RIGHT ON THE
 DD3082'FIELD ROAD FOR 0.4 MILE (0.6 KM) TO A TOBACCO BARN ON THE LEFT, BEAR
 DD3082'RIGHT THEN LEFT AROUND A LARGE TREE THEN GO NORTH ON A TRACK ROAD FOR
 DD3082'0.05 MILE, TURN RIGHT EAST ON A GRADED ROAD FOR 0.35 MILE (0.56 KM)
 DD3082'TO A OFFSET CROSSROADS, TURN LEFT ON THE GRADED ROAD FOR 0.6 MILE
 DD3082'(1.0 KM) TO A CROSSROAD AT THE EDGE OF WOODS, TURN RIGHT FOR 0.4 MILE
 DD3082'(0.6 KM) TO THE STATION ON THE RIGHT. STATION IS A CONCRETE POST
 DD3082'PROJECTING 0.5 FOOT, 11.4 METERS (37.4 FT) SOUTH OF THE CENTER OF THE
 DD3082'FIELD ROAD, 1.8 METERS (5.9 FT) SOUTH OF A DEAD PINE TREE, 0.5 METER
 DD3082'(1.6 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1076 ***********************************************************************
 DD1076  DESIGNATION -  045 044
 DD1076  PID         -  DD1076
 DD1076  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1076  USGS QUAD   -  TRIO (1973)
 DD1076
 DD1076                         *CURRENT SURVEY CONTROL
 DD1076  ___________________________________________________________________
 DD1076* NAD 83(2001)-  33 28 01.00397(N)    079 41 38.55973(W)     ADJUSTED  
 DD1076* NAVD 88     -        16.446  (meters)      53.96   (feet)  ADJUSTED  
 DD1076  ___________________________________________________________________
 DD1076  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 DD1076  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DD1076  DYNAMIC HT  -          16.429 (meters)      53.90  (feet)  COMP
 DD1076  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 DD1076
 DD1076  HORZ ORDER  -  SECOND
 DD1076  VERT ORDER  -  FIRST     CLASS II
 DD1076
 DD1076.The horizontal coordinates were established by classical geodetic methods
 DD1076.and adjusted by the National Geodetic Survey in March 2004..
 DD1076
 DD1076.The orthometric height was determined by differential leveling
 DD1076.and adjusted by the National Geodetic Survey in June 1991..
 DD1076
 DD1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1076
 DD1076.The geoid height was determined by GEOID03.
 DD1076
 DD1076.The dynamic height is computed by dividing the NAVD 88
 DD1076.geopotential number by the normal gravity value computed on the
 DD1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1076.degrees latitude (g = 980.6199 gals.).
 DD1076
 DD1076.The modeled gravity was interpolated from observed gravity values.
 DD1076
 DD1076;                    North         East     Units Scale Factor Converg.
 DD1076;SPC SC       -   181,928.725   730,971.294   MT  0.99979986   +0 43 26.5
 DD1076;SPC SC       -   596,879.02  2,398,199.78   iFT  0.99979986   +0 43 26.5
 DD1076;UTM  17      - 3,703,817.275   621,354.412   MT  0.99978156   +0 43 13.0
 DD1076
 DD1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1076!SPC SC       -   1.00000263  x   0.99979986  =   0.99980249
 DD1076!UTM  17      -   1.00000263  x   0.99978156  =   0.99978419
 DD1076
 DD1076|---------------------------------------------------------------------|
 DD1076| PID    Reference Object                     Distance      Geod. Az  |
 DD1076|                                                           dddmmss.s |
 DD1076| DD1077 045 044 RM 1                         10.469 METERS 14325     |
 DD1076| DD1075 045 044 AZ MK                       361.838 METERS 31133     |
 DD1076|---------------------------------------------------------------------|
 DD1076
 DD1076                          SUPERSEDED SURVEY CONTROL
 DD1076
 DD1076  NAD 83(1986)-  33 28 01.01368(N)    079 41 38.56302(W) AD(       ) 2
 DD1076  NAD 27      -  33 28 00.41787(N)    079 41 39.31474(W) AD(       ) 2
 DD1076  NGVD 29 (03/21/89)   16.745  (m)           54.94   (f) ADJUSTED    1 2
 DD1076
 DD1076.Superseded values are not recommended for survey control.
 DD1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1076.See file dsdata.txt to determine how the superseded data were derived.
 DD1076
 DD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2135403817(NAD 83)
 DD1076_MARKER: DS = TRIANGULATION STATION DISK
 DD1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1076_SP_SET: CONCRETE POST
 DD1076_STAMPING: HORZ 045 044 1981
 DD1076_MARK LOGO: SCGS  
 DD1076_PROJECTION: FLUSH
 DD1076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1076
 DD1076  HISTORY     - Date     Condition        Report By
 DD1076  HISTORY     - 1981     MONUMENTED       SCGS
 DD1076  HISTORY     - 1982     GOOD             SCGS
 DD1076
 DD1076                          STATION DESCRIPTION
 DD1076
 DD1076'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1076'THE STATION IS LOCATED ABOUT 11.2 KM (7 MI) WEST OF ANDREWS, ABOUT
 DD1076'2.4  KM (1.5 MI) SOUTHEAST OF THE TRIO POST AND THE JUNCTION HIGHWAY
 DD1076'S-45-16 AND S-45-50 ON THE NORTHEAST SIDE OF HIGHWAY S-45-574 ON THE
 DD1076'HIGHWAY RIGHT-OF-WAY.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DD1076'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C. 29202,
 DD1076'TELEPHONE (803) 758-3414.
 DD1076'
 DD1076'TO REACH THE STATION FROM THE POST OFFICE AND THE JUNCTION OF
 DD1076'HIGHWAYS S-45-16 AND S-45-50, GO EASTERLY ON HIGHWAY S-45-16 FOR 0.4
 DD1076'KM (0.25 MI) TO THE JUNCTION OF HIGHWAY S-45-574, TURN RIGHT, GO
 DD1076'SOUTHEAST ON HIGHWAY S-45-574 FOR 2.2 KM (1.4 MI) TO THE AZIMUTH MARK
 DD1076'ON LEFT, CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO THE STATION ON LEFT.
 DD1076'
 DD1076'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1076'---045 044 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1076'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  9.6 METERS FROM
 DD1076'CENTER OF STATE HIGHWAY 574,  9.8 METERS FROM 17 INCH PINE TREE,
 DD1076'AND  1.0 METERS FROM METAL WITNESS POST.
 DD1076'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1076'DISK STAMPED---045 044 1981---SET INTO AN IRREGULAR MASS OF
 DD1076'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD1076'
 DD1076'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1076'DISK STAMPED---045 044 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD1076'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1076'8.5 METERS FROM CENTER OF STATE HIGHWAY 574,  2.8 METERS FROM
 DD1076'FROM 19 INCH PINE TREE,  9.4 METERS FROM METAL WITNESS POST, AND
 DD1076'IS LEVEL WITH THE STATION.
 DD1076'
 DD1076'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1076'STAMPED---045 044 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD1076'MONUMENT 12 INCHES IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND
 DD1076'LOCATED  7.5 METERS S FROM CENTER OF STATE HIGHWAY 574,  2.1
 DD1076'METERS NW FROM METAL WITNESS POST, AND  2.0 METERS NW FROM
 DD1076'POWER POLE.
 DD1076'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ON
 DD1076'HIGHWAY S-45-574 FOR 0.3 KM (0.2 MI) TO MARK ON RIGHT.
 DD1076
 DD1076                          STATION RECOVERY (1982)
 DD1076
 DD1076'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1076'14.5 KM (9.0 MI) NW FROM ANDREWS.
 DD1076'14.5 KILOMETERS (9.0 MILES) NORTHWEST ALONG COUNTY ROAD (S-22-16,
 DD1076'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1076'2.6 KILOMETERS (1.6 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-574, SET
 DD1076'NEAR A LONE TWENTY FOUR INCH PINE TREE, 36.0 METERS (118.0 FEET)
 DD1076'NORTH-NORTHWEST OF A POWER POLE, 9.2 METERS (30.3 FEET) NORTHEAST
 DD1076'OF THE APPROXIMATE CENTER OF COUNTY ROAD S-45-574 AND 9.8 METERS
 DD1076'(32.0 FEET) EAST SOUTHEAST OF A LONE TWENTY FOUR INCH PINE TREE.
 DD1076'THE MARK IS 1.10 METERS  NW FROM A WITNESS POST.
 DD1076'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1075 ***********************************************************************
 DD1075  DESIGNATION -  045 044 AZ MK
 DD1075  PID         -  DD1075
 DD1075  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1075  USGS QUAD   -  TRIO (1973)
 DD1075
 DD1075                         *CURRENT SURVEY CONTROL
 DD1075  ___________________________________________________________________
 DD1075* NAD 83(2001)-  33 28 08.79408(N)    079 41 49.04655(W)     ADJUSTED  
 DD1075* NAVD 88     -        16.431  (meters)      53.91   (feet)  ADJUSTED  
 DD1075  ___________________________________________________________________
 DD1075  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 DD1075  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DD1075  DYNAMIC HT  -          16.413 (meters)      53.85  (feet)  COMP
 DD1075  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 DD1075
 DD1075  HORZ ORDER  -  SECOND
 DD1075  VERT ORDER  -  FIRST     CLASS II
 DD1075
 DD1075.The horizontal coordinates were established by classical geodetic methods
 DD1075.and adjusted by the National Geodetic Survey in March 2004..
 DD1075
 DD1075.The orthometric height was determined by differential leveling
 DD1075.and adjusted by the National Geodetic Survey in June 1991..
 DD1075
 DD1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1075
 DD1075.The geoid height was determined by GEOID03.
 DD1075
 DD1075.The dynamic height is computed by dividing the NAVD 88
 DD1075.geopotential number by the normal gravity value computed on the
 DD1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1075.degrees latitude (g = 980.6199 gals.).
 DD1075
 DD1075.The modeled gravity was interpolated from observed gravity values.
 DD1075
 DD1075;                    North         East     Units Scale Factor Converg.
 DD1075;SPC SC       -   182,165.247   730,697.558   MT  0.99979973   +0 43 20.7
 DD1075;SPC SC       -   597,655.01  2,397,301.70   iFT  0.99979973   +0 43 20.7
 DD1075;UTM  17      - 3,704,053.810   621,080.696   MT  0.99978074   +0 43 07.3
 DD1075
 DD1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1075!SPC SC       -   1.00000263  x   0.99979973  =   0.99980236
 DD1075!UTM  17      -   1.00000263  x   0.99978074  =   0.99978337
 DD1075
 DD1075                          SUPERSEDED SURVEY CONTROL
 DD1075
 DD1075  NAD 83(1986)-  33 28 08.80378(N)    079 41 49.04984(W) AD(       ) 2
 DD1075  NAD 27      -  33 28 08.20811(N)    079 41 49.80132(W) AD(       ) 2
 DD1075  NGVD 29 (03/21/89)   16.730  (m)           54.89   (f) ADJUSTED    1 2
 DD1075
 DD1075.Superseded values are not recommended for survey control.
 DD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1075.See file dsdata.txt to determine how the superseded data were derived.
 DD1075
 DD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2108104054(NAD 83)
 DD1075_MARKER: DZ = AZIMUTH MARK DISK
 DD1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1075_SP_SET: CONCRETE POST
 DD1075_STAMPING: AZ MK 045 044 1981
 DD1075_MARK LOGO: SCGS  
 DD1075_PROJECTION: FLUSH
 DD1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1075
 DD1075  HISTORY     - Date     Condition        Report By
 DD1075  HISTORY     - 1981     MONUMENTED       SCGS
 DD1075  HISTORY     - 1982     GOOD             SCGS
 DD1075
 DD1075                          STATION DESCRIPTION
 DD1075
 DD1075'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1075'14.5 KM (9.0 MI) NW FROM ANDREWS.
 DD1075'14.5 KILOMETERS (9.0 MILES) NORTHWEST ALONG COUNTY ROAD (S-22-16,
 DD1075'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1075'2.3 KILOMETERS (1.45 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-574, SET
 DD1075'NEAR A POWER POLE, 49.1 METERS (161.0 FEET) NORTHWEST OF THE
 DD1075'APPROXIMATE CENTER OF A SAND ROAD, 7.2 METERS (23.5 FEET) NORTHEAST
 DD1075'OF THE APPROXIMATE CENTER OF COUNTY ROAD S-45-574 AND 2.1 METERS
 DD1075'(7.0 FEET) SOUTHEAST OF A POWER POLE.
 DD1075'THE MARK IS 2.10 METERS  SE FROM A WITNESS POST.
 DD1075'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1077 ***********************************************************************
 DD1077  DESIGNATION -  045 044 RM 1
 DD1077  PID         -  DD1077
 DD1077  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1077  USGS QUAD   -  TRIO (1973)
 DD1077
 DD1077                         *CURRENT SURVEY CONTROL
 DD1077  ___________________________________________________________________
 DD1077* NAD 83(1986)-  33 28 07.     (N)    079 41 45.     (W)     SCALED    
 DD1077* NAVD 88     -        16.314  (meters)      53.52   (feet)  ADJUSTED  
 DD1077  ___________________________________________________________________
 DD1077  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DD1077  DYNAMIC HT  -          16.297 (meters)      53.47  (feet)  COMP
 DD1077  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 DD1077
 DD1077  VERT ORDER  -  FIRST     CLASS II
 DD1077
 DD1077.The horizontal coordinates were scaled from a topographic map and have
 DD1077.an estimated accuracy of +/- 6 seconds.
 DD1077
 DD1077.The orthometric height was determined by differential leveling
 DD1077.and adjusted by the National Geodetic Survey in June 1991..
 DD1077
 DD1077.The geoid height was determined by GEOID03.
 DD1077
 DD1077.The dynamic height is computed by dividing the NAVD 88
 DD1077.geopotential number by the normal gravity value computed on the
 DD1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1077.degrees latitude (g = 980.6199 gals.).
 DD1077
 DD1077.The modeled gravity was interpolated from observed gravity values.
 DD1077
 DD1077;                    North         East    Units  Estimated Accuracy
 DD1077;SPC SC       -   182,110.      730,800.      MT  (+/- 180 meters Scaled)
 DD1077
 DD1077                          SUPERSEDED SURVEY CONTROL
 DD1077
 DD1077  NGVD 29 (03/21/89)   16.614  (m)           54.51   (f) ADJUSTED    1 2
 DD1077
 DD1077.Superseded values are not recommended for survey control.
 DD1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1077.See file dsdata.txt to determine how the superseded data were derived.
 DD1077
 DD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT211040(NAD 83)
 DD1077_MARKER: DR = REFERENCE MARK DISK
 DD1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1077_SP_SET: CONCRETE POST
 DD1077_STAMPING: RM 1 045 044 1981
 DD1077_MARK LOGO: SCGS  
 DD1077_PROJECTION: FLUSH
 DD1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1077
 DD1077  HISTORY     - Date     Condition        Report By
 DD1077  HISTORY     - 1981     MONUMENTED       SCGS
 DD1077  HISTORY     - 1982     GOOD             SCGS
 DD1077
 DD1077                          STATION DESCRIPTION
 DD1077
 DD1077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1077'14.5 KM (9.0 MI) NW FROM ANDREWS.
 DD1077'14.5 KILOMETERS (9.0 MILES) NORTHWEST ALONG COUNTY ROAD (S-22-16,
 DD1077'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1077'2.6 KILOMETERS (1.6 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-574,
 DD1077'SET JUST SOUTH OF THE STATION, 20.0 METERS (65.5 FEET) SOUTHEAST
 DD1077'OF A LONE TWENTY FOUR INCH PINE TREE, 10.5 METERS (34.6 FEET)
 DD1077'SOUTH-SOUTHEAST OF 045 044 SCGS AND 7.8 METERS (25.5 FEET)
 DD1077'NORTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-45-574.
 DD1077'THE MARK IS 9.30 METERS  SSE FROM A WITNESS POST.
 DD1077'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3375 ***********************************************************************
 DD3375  DESIGNATION -  045 045
 DD3375  PID         -  DD3375
 DD3375  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3375  USGS QUAD   -  GREELEYVILLE (1990)
 DD3375
 DD3375                         *CURRENT SURVEY CONTROL
 DD3375  ___________________________________________________________________
 DD3375* NAD 83(2001)-  33 32 17.17164(N)    079 53 16.12768(W)     ADJUSTED  
 DD3375* NAVD 88     -        25.0    (meters)      82.     (feet)  VERTCON   
 DD3375  ___________________________________________________________________
 DD3375  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DD3375  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DD3375
 DD3375  HORZ ORDER  -  SECOND
 DD3375
 DD3375.The horizontal coordinates were established by classical geodetic methods
 DD3375.and adjusted by the National Geodetic Survey in March 2004..
 DD3375
 DD3375.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3375
 DD3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3375
 DD3375.The geoid height was determined by GEOID03.
 DD3375
 DD3375;                    North         East     Units Scale Factor Converg.
 DD3375;SPC SC       -   189,608.336   712,878.882   MT  0.99979627   +0 36 59.7
 DD3375;SPC SC       -   622,074.59  2,338,841.48   iFT  0.99979627   +0 36 59.7
 DD3375;UTM  17      - 3,711,497.471   603,263.147   MT  0.99973146   +0 36 52.3
 DD3375
 DD3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3375!SPC SC       -   1.00000117  x   0.99979627  =   0.99979744
 DD3375!UTM  17      -   1.00000117  x   0.99973146  =   0.99973263
 DD3375
 DD3375|---------------------------------------------------------------------|
 DD3375| PID    Reference Object                     Distance      Geod. Az  |
 DD3375|                                                           dddmmss.s |
 DD3375| DD3374 045 045 AZ MK                       344.882 METERS 14414     |
 DD3375| DD3760 045 045 RM 1                          6.931 METERS 16401     |
 DD3375|---------------------------------------------------------------------|
 DD3375
 DD3375                          SUPERSEDED SURVEY CONTROL
 DD3375
 DD3375  NAD 83(1986)-  33 32 17.18058(N)    079 53 16.13001(W) AD(       ) 2
 DD3375  NAD 27      -  33 32 16.58372(N)    079 53 16.86362(W) AD(       ) 2
 DD3375  NGVD 29 (07/19/86)   25.3    (m)           83.     (f) VERT ANG       
 DD3375
 DD3375.Superseded values are not recommended for survey control.
 DD3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3375.See file dsdata.txt to determine how the superseded data were derived.
 DD3375
 DD3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0326311497(NAD 83)
 DD3375_MARKER: DD = SURVEY DISK
 DD3375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3375_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3375_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3375
 DD3375  HISTORY     - Date     Condition        Report By
 DD3375  HISTORY     - 1981     MONUMENTED       SCGS
 DD3375  HISTORY     - 20060726 MARK NOT FOUND   SCGS
 DD3375
 DD3375                          STATION DESCRIPTION
 DD3375
 DD3375'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3375'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTH-SOUTHWEST OF
 DD3375'KINGSTREE, ABOUT 9.6 KM (6.0 MI) EAST OF GREELEYVILLE, ABOUT 1.6 KM
 DD3375'(1.0 MI) NORTH OF LANE, AT THE NORTHEAST CORNER OF SCHOOL YARD, ON
 DD3375'THE RIGHT-OF-WAY OF HIGHWAY S-22.  FOR INFORMATION CONTACT-- MR.
 DD3375'GEORGE WEATHERS PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3375'S.C. 29202, TELEPHONE (803) 758-3414.
 DD3375'
 DD3375'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 377 AND
 DD3375'S-45-16 IN LANE, GO NORTH ON HIGHWAY 377 FOR 0.7 KM (0.45 MI) TO A
 DD3375'SIDE ROAD LEFT, TURN LEFT, GO WESTERLY ON S-45-220 FOR 1.4 KM (0.85
 DD3375'MI) TO A MICROWAVE TOWER ON RIGHT, CONTINUE AHEAD FOR 0.3 KM (0.2 MI)
 DD3375'TO THE NORTHEAST CORNER OF SCHOOL YARD AND THE STATION.
 DD3375'
 DD3375'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3375'---045 045 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5
 DD3375'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.9 METERS W FROM
 DD3375'CENTER OF STATE HIGHWAY 220,  2.2 METERS E FROM NORTHEAST CORNER
 DD3375'OF CHAIN LINK FENCE, 10.7 METERS N FROM CENTER OF DRIVEWAY
 DD3375'ENTERING SCHOOL YARD, AND  6.7 METERS NE FROM METAL WITNESS POST.
 DD3375'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3375'DISK STAMPED---045 045 1981---SET INTO AN IRREGULAR MASS OF
 DD3375'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3375'
 DD3375'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3375'DISK STAMPED---045 045 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3375'CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3375'4.0 METERS W FROM CENTER OF STATE HIGHWAY 220,  0.5 METERS E
 DD3375'FROM NORTH GATE POST,  4.3 METERS N FROM APPROXIMATE CENTER
 DD3375'OF DRIVEWAY ENTERING, FROM SCHOOL YARD,  6.8 METERS S FROM
 DD3375'NORTHEAST CORNER OF CHAIN LINK FENCE, AND IS LEVEL WITH THE STATION.
 DD3375'
 DD3375'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3375'STAMPED---045 045 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3375'MONUMENT 30.5 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  7.6
 DD3375'METERS S FROM CENTER OF DIRT ROAD,  0.6 METERS W FROM METAL
 DD3375'WITNESS POST,  7.3 METERS E FROM TELEPHONE POLE, AND  0.3 METERS
 DD3375'N FROM FENCE.
 DD3375'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON STATE HIGHWAY 220
 DD3375'FOR 2/10 OF A MILE (0.3 K MI) TO SIDE ROAD LEFT, TURN LEFT FOR 1/10
 DD3375'OF A MILE (0.2 K MI) TO MARK ON RIGHT.
 DD3375
 DD3375                          STATION RECOVERY (2006)
 DD3375
 DD3375'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3375'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3375'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 DD3375'RESULTS, AREA HAS BEEN DUG DUE TO A PIPELINE, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3374 ***********************************************************************
 DD3374  DESIGNATION -  045 045 AZ MK
 DD3374  PID         -  DD3374
 DD3374  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3374  USGS QUAD   -  GREELEYVILLE (1990)
 DD3374
 DD3374                         *CURRENT SURVEY CONTROL
 DD3374  ___________________________________________________________________
 DD3374* NAD 83(2001)-  33 32 08.08836(N)    079 53 08.31548(W)     ADJUSTED  
 DD3374* NAVD 88     -        23.5    (meters)      77.     (feet)  VERTCON   
 DD3374  ___________________________________________________________________
 DD3374  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 DD3374  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DD3374
 DD3374  HORZ ORDER  -  SECOND
 DD3374
 DD3374.The horizontal coordinates were established by classical geodetic methods
 DD3374.and adjusted by the National Geodetic Survey in March 2004..
 DD3374
 DD3374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3374
 DD3374.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3374
 DD3374.The geoid height was determined by GEOID03.
 DD3374
 DD3374;                    North         East     Units Scale Factor Converg.
 DD3374;SPC SC       -   189,330.729   713,083.404   MT  0.99979637   +0 37 04.1
 DD3374;SPC SC       -   621,163.81  2,339,512.48   iFT  0.99979637   +0 37 04.1
 DD3374;UTM  17      - 3,711,219.875   603,467.647   MT  0.99973198   +0 36 56.5
 DD3374
 DD3374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3374!SPC SC       -   1.00000141  x   0.99979637  =   0.99979778
 DD3374!UTM  17      -   1.00000141  x   0.99973198  =   0.99973339
 DD3374
 DD3374                          SUPERSEDED SURVEY CONTROL
 DD3374
 DD3374  NAD 83(1986)-  33 32 08.09730(N)    079 53 08.31780(W) AD(       ) 2
 DD3374  NAD 27      -  33 32 07.50030(N)    079 53 09.05150(W) AD(       ) 2
 DD3374  NGVD 29 (07/19/86)   23.8    (m)           78.     (f) VERT ANG       
 DD3374
 DD3374.Superseded values are not recommended for survey control.
 DD3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3374.See file dsdata.txt to determine how the superseded data were derived.
 DD3374
 DD3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0346811220(NAD 83)
 DD3374_MARKER: DD = SURVEY DISK
 DD3374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3374_SP_SET: CONCRETE POST
 DD3374_STAMPING: 045 045 1981 AZ MK
 DD3374_MARK LOGO: SCGS  
 DD3374_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3374+STABILITY: SURFACE MOTION
 DD3374
 DD3374  HISTORY     - Date     Condition        Report By
 DD3374  HISTORY     - 1981     MONUMENTED       SCGS
 DD3374  HISTORY     - 19930920 GOOD             SCGS
 DD3374
 DD3374                          STATION DESCRIPTION
 DD3374
 DD3374'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3374'STATION IS LOCATED 1.0 MILE (1.6 KM) NORTH OF LANE, 6.0 MILES
 DD3374'(9.7 KM) EAST OF GREELEYVILLE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3374'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3374'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DD3374'377 AND STATE ROAD 16 IN LANE, GO NORTH ON HIGHWAY 377 FOR 0.45 MILE
 DD3374'(0.72 KM) TO THE JUNCTION OF STATE ROAD 220, TURN LEFT ON ROAD 220
 DD3374'FOR 0.85 MILE (1.37 KM) TO A MICROWAVE TOWER ON THE RIGHT, TURN RIGHT
 DD3374'ON A DIRT ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR
 DD3374'A TELEPHONE POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 DD3374'7.6 METERS (24.9 FT) SOUTH OF THE CENTER OF THE DIRT ROAD, 0.6 METER
 DD3374'(2.0 FT) WEST OF A WITNESS POST, 7.3 METERS (24.0 FT) EAST OF THE
 DD3374'TELEPHONE POLE, 0.3 METER (1.0 FT) NORTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1057 ***********************************************************************
 DD1057  DESIGNATION -  045 046
 DD1057  PID         -  DD1057
 DD1057  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1057  USGS QUAD   -  GREELEYVILLE (1990)
 DD1057
 DD1057                         *CURRENT SURVEY CONTROL
 DD1057  ___________________________________________________________________
 DD1057* NAD 83(2001)-  33 33 11.30980(N)    079 56 02.76521(W)     ADJUSTED  
 DD1057* NAVD 88     -        22.276  (meters)      73.08   (feet)  ADJUSTED  
 DD1057  ___________________________________________________________________
 DD1057  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DD1057  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DD1057  DYNAMIC HT  -          22.253 (meters)      73.01  (feet)  COMP
 DD1057  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 DD1057
 DD1057  HORZ ORDER  -  SECOND
 DD1057  VERT ORDER  -  FIRST     CLASS II
 DD1057
 DD1057.The horizontal coordinates were established by classical geodetic methods
 DD1057.and adjusted by the National Geodetic Survey in March 2004..
 DD1057
 DD1057.The orthometric height was determined by differential leveling
 DD1057.and adjusted by the National Geodetic Survey in June 1991..
 DD1057
 DD1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1057
 DD1057.The geoid height was determined by GEOID03.
 DD1057
 DD1057.The dynamic height is computed by dividing the NAVD 88
 DD1057.geopotential number by the normal gravity value computed on the
 DD1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1057.degrees latitude (g = 980.6199 gals.).
 DD1057
 DD1057.The modeled gravity was interpolated from observed gravity values.
 DD1057
 DD1057;                    North         East     Units Scale Factor Converg.
 DD1057;SPC SC       -   191,230.581   708,563.465   MT  0.99979570   +0 35 27.4
 DD1057;SPC SC       -   627,396.92  2,324,683.28   iFT  0.99979570   +0 35 27.4
 DD1057;UTM  17      - 3,713,119.747   598,948.086   MT  0.99972070   +0 35 21.1
 DD1057
 DD1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1057!SPC SC       -   1.00000158  x   0.99979570  =   0.99979728
 DD1057!UTM  17      -   1.00000158  x   0.99972070  =   0.99972228
 DD1057
 DD1057:                Primary Azimuth Mark                     Grid Az
 DD1057:SPC SC       -  045 046 AZ MK                            211 14 38.5
 DD1057:UTM  17      -  045 046 AZ MK                            211 14 44.8
 DD1057
 DD1057|---------------------------------------------------------------------|
 DD1057| PID    Reference Object                     Distance      Geod. Az  |
 DD1057|                                                           dddmmss.s |
 DD1057| DD1056 045 046 AZ MK                       APPROX. 0.7 KM 2115005.9 |
 DD1057|---------------------------------------------------------------------|
 DD1057
 DD1057                          SUPERSEDED SURVEY CONTROL
 DD1057
 DD1057  NAD 83(1986)-  33 33 11.31860(N)    079 56 02.76757(W) AD(       ) 2
 DD1057  NAD 27      -  33 33 10.72139(N)    079 56 03.49714(W) AD(       ) 2
 DD1057  NGVD 29 (03/21/89)   22.572  (m)           74.06   (f) ADJUSTED    1 2
 DD1057
 DD1057.Superseded values are not recommended for survey control.
 DD1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1057.See file dsdata.txt to determine how the superseded data were derived.
 DD1057
 DD1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9894813120(NAD 83)
 DD1057_MARKER: DB = BENCH MARK DISK
 DD1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1057_SP_SET: CONCRETE POST
 DD1057_STAMPING: HORZ 045 046 1981
 DD1057_MARK LOGO: SCGS  
 DD1057_PROJECTION: FLUSH
 DD1057_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1057
 DD1057  HISTORY     - Date     Condition        Report By
 DD1057  HISTORY     - 1981     MONUMENTED       SCGS
 DD1057  HISTORY     - 1982     GOOD             SCGS
 DD1057
 DD1057                          STATION DESCRIPTION
 DD1057
 DD1057'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1057'THE STATION IS LOCATED ABOUT 16.9 KM (10.5 MI) NORTH OF THE TOWN OF
 DD1057'ST. STEPHEN, 6.4 KM (4 MI) WEST OF LANE AND 5.9 KM (3.7 MI) EAST OF
 DD1057'GREELEYVILLE.
 DD1057'
 DD1057'TO REACH THE STATION FROM THE JUNCTION OF U.S. 52 AND STATE HIGHWAY
 DD1057'375, GO NORTHERLY ON U.S. 52 FOR 4.5 KM (2.8 MI) TO RAILROAD
 DD1057'CROSSING, CROSS RAILROAD TRACKS, THE STATION IS ON THE LEFT.
 DD1057'
 DD1057'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1057'---045 046 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD1057'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.0 METERS NE FROM THE
 DD1057'NORTHEAST RAIL OF RAILROAD TRACKS,  5.8 METERS NW FROM THE CENTER OF
 DD1057'HIGHWAY 52,  2.0 METERS SE FROM A METAL WITNESS POST, 10.5 METERS S
 DD1057'FROM THE POWER LINE POLE NO 40, AND  7.2 METERS NNE FROM THE RAILROAD
 DD1057'CROSSING WARNING LIGHT POST.
 DD1057'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1057'DISK STAMPED---045 046 1981---SET INTO AN IRREGULAR MASS OF
 DD1057'CONCRETE 1.4 METERS BELOW THE SURFACE.
 DD1057'
 DD1057'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1057'DISK STAMPED---RM 1 045 046 1981---SET INTO THE TOP OF A ROUND
 DD1057'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD1057'14.6 METERS NE FROM THE POWER LINE POLE NO 40,  1.5 METERS SE FROM A
 DD1057'METAL WITNESS POST, 10.1 METERS NW FROM THE THE CENTER OF HIGHWAY 52,
 DD1057'34.2 METERS NNE FROM THE THE NORTHEAST RAIL OF RAILROAD TRACKS, AND
 DD1057'IS LEVEL WITH THE STATION.
 DD1057'
 DD1057'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1057'STAMPED---045 046 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD1057'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.0
 DD1057'METERS W FROM THE THE CENTER OF HIGHWAY 52,  1.2 METERS S FROM THE
 DD1057'METAL WITNESS POST, AND  1.1 METERS S FROM THE POWER POLE.
 DD1057'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON HIGHWAY
 DD1057'52 FOR .72 KM (0.45 MI) TO THE MARK ON THE LEFT.
 DD1057
 DD1057                          STATION RECOVERY (1982)
 DD1057
 DD1057'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1057'14.0 KM (8.7 MI) SE FROM GREELEYVILLE.
 DD1057'1.0 KILOMETERS (0.6 MILES) SOUTH ALONG U.S. HIGHWAY 521 FROM THE
 DD1057'C. E. MURRY SCHOOL AT GREELEYVILLE, THENCE 8.5 KILOMETERS (5.3 MILES)
 DD1057'SOUTH ALONG STATE HIGHWAY 375, THENCE 4.5 KILOMETERS (2.8 MILES)
 DD1057'NORTH ALONG U.S. HIGHWAY 52, SET JUST NORTH OF THE RAILROAD TRACKS,
 DD1057'10.8 METERS (35.9 FEET) NORTH-NORTHEAST OF THE NORTH RAIL OF THE
 DD1057'TRACKS, 10.4 METERS (34.0 FEET) SOUTH OF A POWER POLE, 7.3 METERS
 DD1057'(24.0 FEET) NORTH-NORTHEAST OF A SIGNAL LIGHT, 5.8 METERS
 DD1057'(19.0 FEET) WEST-NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 52.
 DD1057'THE MARK IS 1.70 METERS  ESE FROM A WITNESS POST.
 DD1057'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1056 ***********************************************************************
 DD1056  DESIGNATION -  045 046 AZ MK
 DD1056  PID         -  DD1056
 DD1056  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1056  USGS QUAD   -  GREELEYVILLE (1990)
 DD1056
 DD1056                         *CURRENT SURVEY CONTROL
 DD1056  ___________________________________________________________________
 DD1056* NAD 83(2001)-  33 32 52.15371(N)    079 56 16.96915(W)     ADJUSTED  
 DD1056* NAVD 88     -        21.494  (meters)      70.52   (feet)  ADJUSTED  
 DD1056  ___________________________________________________________________
 DD1056  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 DD1056  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DD1056  DYNAMIC HT  -          21.472 (meters)      70.45  (feet)  COMP
 DD1056  MODELED GRAV-     979,614.2   (mgal)                       NAVD 88
 DD1056
 DD1056  HORZ ORDER  -  SECOND
 DD1056  VERT ORDER  -  FIRST     CLASS II
 DD1056
 DD1056.The horizontal coordinates were established by classical geodetic methods
 DD1056.and adjusted by the National Geodetic Survey in March 2004..
 DD1056
 DD1056.The orthometric height was determined by differential leveling
 DD1056.and adjusted by the National Geodetic Survey in June 1991..
 DD1056
 DD1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1056
 DD1056.The geoid height was determined by GEOID03.
 DD1056
 DD1056.The dynamic height is computed by dividing the NAVD 88
 DD1056.geopotential number by the normal gravity value computed on the
 DD1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1056.degrees latitude (g = 980.6199 gals.).
 DD1056
 DD1056.The modeled gravity was interpolated from observed gravity values.
 DD1056
 DD1056;                    North         East     Units Scale Factor Converg.
 DD1056;SPC SC       -   190,636.772   708,203.217   MT  0.99979589   +0 35 19.5
 DD1056;SPC SC       -   625,448.73  2,323,501.37   iFT  0.99979589   +0 35 19.5
 DD1056;UTM  17      - 3,712,525.994   598,587.847   MT  0.99971983   +0 35 12.9
 DD1056
 DD1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1056!SPC SC       -   1.00000170  x   0.99979589  =   0.99979759
 DD1056!UTM  17      -   1.00000170  x   0.99971983  =   0.99972153
 DD1056
 DD1056                          SUPERSEDED SURVEY CONTROL
 DD1056
 DD1056  NAD 83(1986)-  33 32 52.16250(N)    079 56 16.97148(W) AD(       ) 2
 DD1056  NAD 27      -  33 32 51.56467(N)    079 56 17.70036(W) AD(       ) 2
 DD1056  NGVD 29 (03/21/89)   21.791  (m)           71.49   (f) ADJUSTED    1 2
 DD1056
 DD1056.Superseded values are not recommended for survey control.
 DD1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1056.See file dsdata.txt to determine how the superseded data were derived.
 DD1056
 DD1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9858812526(NAD 83)
 DD1056_MARKER: DD = SURVEY DISK
 DD1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1056_SP_SET: CONCRETE POST
 DD1056_STAMPING: AZ MK 045 046 1981
 DD1056_MARK LOGO: SCGS  
 DD1056_PROJECTION: FLUSH
 DD1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1056
 DD1056  HISTORY     - Date     Condition        Report By
 DD1056  HISTORY     - 1981     MONUMENTED       SCGS
 DD1056  HISTORY     - 1982     GOOD             SCGS
 DD1056
 DD1056                          STATION DESCRIPTION
 DD1056
 DD1056'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1056'13.0 KM (8.1 MI) SE FROM GREELEYVILLE.
 DD1056'1.0 KILOMETER (0.6 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1056'C. E. MURRY SCHOOL IN GREELEYVILLE, THENCE 8.5 KILOMETERS (5.3 MILES)
 DD1056'SOUTH ALONG STATE HIGHWAY 375, THENCE 3.9 KILOMETERS (2.4 MILES)
 DD1056'NORTH ALONG U.S. HIGHWAY 52, SET NEAR A POWER POLE ON THE SOUTH SIDE
 DD1056'OF THE HIGHWAY, 11.0 METERS (36.0 FEET) SOUTHEAST OF THE CENTER LINE
 DD1056'OF THE HIGHWAY, 8.7 METERS (28.6 FEET) WEST-SOUTHWEST OF A 24 INCH
 DD1056'BLAZED PINE TREE, 1.2 METERS (4.0 FEET) NORTH-NORTHEAST OF A
 DD1056'POWER POLE NUMBER 49.
 DD1056'THE MARK IS 1.20 METERS  NNW FROM A WITNESS POST.
 DD1056'THE MARK IS 0.60 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1058 ***********************************************************************
 DD1058  DESIGNATION -  045 046 RM 1
 DD1058  PID         -  DD1058
 DD1058  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1058  USGS QUAD   -  GREELEYVILLE (1990)
 DD1058
 DD1058                         *CURRENT SURVEY CONTROL
 DD1058  ___________________________________________________________________
 DD1058* NAD 83(1986)-  33 33 13.     (N)    079 56 03.     (W)     SCALED    
 DD1058* NAVD 88     -        22.296  (meters)      73.15   (feet)  ADJUSTED  
 DD1058  ___________________________________________________________________
 DD1058  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DD1058  DYNAMIC HT  -          22.273 (meters)      73.07  (feet)  COMP
 DD1058  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 DD1058
 DD1058  VERT ORDER  -  FIRST     CLASS II
 DD1058
 DD1058.The horizontal coordinates were scaled from a topographic map and have
 DD1058.an estimated accuracy of +/- 6 seconds.
 DD1058
 DD1058.The orthometric height was determined by differential leveling
 DD1058.and adjusted by the National Geodetic Survey in June 1991..
 DD1058
 DD1058.The geoid height was determined by GEOID03.
 DD1058
 DD1058.The dynamic height is computed by dividing the NAVD 88
 DD1058.geopotential number by the normal gravity value computed on the
 DD1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1058.degrees latitude (g = 980.6199 gals.).
 DD1058
 DD1058.The modeled gravity was interpolated from observed gravity values.
 DD1058
 DD1058;                    North         East    Units  Estimated Accuracy
 DD1058;SPC SC       -   191,280.      708,560.      MT  (+/- 180 meters Scaled)
 DD1058
 DD1058                          SUPERSEDED SURVEY CONTROL
 DD1058
 DD1058  NGVD 29 (03/21/89)   22.593  (m)           74.12   (f) ADJUSTED    1 2
 DD1058
 DD1058.Superseded values are not recommended for survey control.
 DD1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1058.See file dsdata.txt to determine how the superseded data were derived.
 DD1058
 DD1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT989131(NAD 83)
 DD1058_MARKER: DR = REFERENCE MARK DISK
 DD1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1058_SP_SET: CONCRETE POST
 DD1058_STAMPING: RM 1 045 046 1981
 DD1058_MARK LOGO: SCGS  
 DD1058_PROJECTION: FLUSH
 DD1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1058
 DD1058  HISTORY     - Date     Condition        Report By
 DD1058  HISTORY     - 1981     MONUMENTED       SCGS
 DD1058  HISTORY     - 1982     GOOD             SCGS
 DD1058
 DD1058                          STATION DESCRIPTION
 DD1058
 DD1058'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1058'14.0 KM (8.7 MI) SE FROM GREELEYVILLE.
 DD1058'1.0 KILOMETER (0.6 MILE) SOUTH ALONG U.S. HIGHWAY 521 FROM THE
 DD1058'C. E. MURRY ELEMENTARY SCHOOL, AT GREELEYVILLE, THENCE 8.5
 DD1058'KILOMETERS (5.3 MILES) SOUTH ALONG STATE HIGHWAY 375, THENCE 4.5
 DD1058'KILOMETERS (2.8 MILES) NORTH ALONG U.S. HIGHWAY 52, SET NEAR THE
 DD1058'BRICK PILLAR OF AN ABANDONED GAS STATION, 34.1 METERS (112.0 FEET)
 DD1058'NORTHEAST OF THE NORTHEAST RAIL, 23.6 METERS (77.7 FEET) NORTH
 DD1058'NORTHEAST OF STATION 045 046 SCGS, 9.8 METERS (32.5 FEET) NORTHWEST
 DD1058'OF THE CENTER LINE OF U.S. HIGHWAY 52, 1.8 METERS (6.0 FEET)
 DD1058'SOUTHEAST OF THE BRICK PILLAR.
 DD1058'THE MARK IS 1.60 METERS  SSE FROM A WITNESS POST.
 DD1058'THE MARK IS ABOVE LEVEL WITH U.S. 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3214 ***********************************************************************
 DD3214  DESIGNATION -  045 047
 DD3214  PID         -  DD3214
 DD3214  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3214  USGS QUAD   -  BLAKELY (1990)
 DD3214
 DD3214                         *CURRENT SURVEY CONTROL
 DD3214  ___________________________________________________________________
 DD3214* NAD 83(2001)-  33 28 00.79503(N)    079 50 04.72480(W)     ADJUSTED  
 DD3214* NAVD 88     -        19.4    (meters)      64.     (feet)  VERTCON   
 DD3214  ___________________________________________________________________
 DD3214  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 DD3214  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DD3214
 DD3214  HORZ ORDER  -  SECOND
 DD3214
 DD3214.The horizontal coordinates were established by classical geodetic methods
 DD3214.and adjusted by the National Geodetic Survey in March 2004..
 DD3214
 DD3214.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3214
 DD3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3214
 DD3214.The geoid height was determined by GEOID03.
 DD3214
 DD3214;                    North         East     Units Scale Factor Converg.
 DD3214;SPC SC       -   181,766.055   717,904.914   MT  0.99979987   +0 38 45.9
 DD3214;SPC SC       -   596,345.32  2,355,331.08   iFT  0.99979987   +0 38 45.9
 DD3214;UTM  17      - 3,703,655.424   608,288.507   MT  0.99974457   +0 38 33.7
 DD3214
 DD3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3214!SPC SC       -   1.00000209  x   0.99979987  =   0.99980196
 DD3214!UTM  17      -   1.00000209  x   0.99974457  =   0.99974666
 DD3214
 DD3214:                Primary Azimuth Mark                     Grid Az
 DD3214:SPC SC       -  045 047 AZ MK                            080 57 03.3
 DD3214:UTM  17      -  045 047 AZ MK                            080 57 15.5
 DD3214
 DD3214|---------------------------------------------------------------------|
 DD3214| PID    Reference Object                     Distance      Geod. Az  |
 DD3214|                                                           dddmmss.s |
 DD3214| DD3213 045 047 AZ MK                       APPROX. 0.7 KM 0813549.2 |
 DD3214| DD3762 045 047 RM 1                          9.132 METERS 08144     |
 DD3214|---------------------------------------------------------------------|
 DD3214
 DD3214                          SUPERSEDED SURVEY CONTROL
 DD3214
 DD3214  NAD 83(1986)-  33 28 00.80440(N)    079 50 04.72709(W) AD(       ) 2
 DD3214  NAD 27      -  33 28 00.20339(N)    079 50 05.46163(W) AD(       ) 2
 DD3214  NGVD 29 (07/19/86)   19.7    (m)           65.     (f) VERT ANG       
 DD3214
 DD3214.Superseded values are not recommended for survey control.
 DD3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3214.See file dsdata.txt to determine how the superseded data were derived.
 DD3214
 DD3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0828903655(NAD 83)
 DD3214_MARKER: DD = SURVEY DISK
 DD3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3214
 DD3214  HISTORY     - Date     Condition        Report By
 DD3214  HISTORY     - 1982     MONUMENTED       SCGS
 DD3214
 DD3214                          STATION DESCRIPTION
 DD3214
 DD3214'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3214'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) SOUTH-SOUTHEAST OF
 DD3214'KINGSTREE, ABOUT 8.1 KM (5.0 MI) SOUTHEAST OF LANE, ABOUT 4.8 KM (3.0
 DD3214'MI) NORTHEAST OF THE SANTEE RIVER, ABOUT 1.6 KM (1.0 MI) WEST OF
 DD3214'HIGHWAY 219, ON THE NORTH RIGHT-OF-WAY OF A DIRT ROAD.
 DD3214'
 DD3214'TO REACH THE STATION FROM THE POST OFFICE IN LANE, GO SOUTHERLY ON
 DD3214'STATE HIGHWAY 377 FOR 4.6 KM (2.9 MI) TO A T ROAD, TURN LEFT, GO
 DD3214'SOUTHEAST ON STATE HIGHWAY 375 FOR 3.9 KM (2.45 MI) TO A SHARP LEFT
 DD3214'TURN, AND STATION CHANDLER ON RIGHT.  (HIGHWAY 375 ENDS)  TURN LEFT,
 DD3214'FOLLOW HIGHWAY 45 NORTHEASTERLY FOR 2.1 KM (1.3 MI) TO A SIDE ROAD
 DD3214'LEFT, TURN LEFT NORTHEASTERLY ON A DIRT ROAD FOR 8.0 KM (0.5 MI) TO
 DD3214'STATION ON LEFT, JUST AFTER PASSING A MOBILE HOME ON LEFT.
 DD3214'
 DD3214'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3214'---045 047 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3214'INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND LOCATED  4.57
 DD3214'METERS N FROM APPROXIMATE CENTER OF DIRT ROAD,  1.07 METERS S
 DD3214'FROM METAL WITNESS POST,  3.05 METERS SE FROM 18 INCH PINE
 DD3214'TREE, AND  9.45 METERS N FROM TRIPLE TRUNK SYCAMORE TREE.
 DD3214'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3214'DISK STAMPED---045 047 1981---SET INTO AN IRREGULAR MASS OF
 DD3214'CONCRETE 1.3 METERS BELOW THE SURFACE.
 DD3214'
 DD3214'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3214'DISK STAMPED---045 047 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3214'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3214'4.57 METERS N FROM APPROXIMATE CENTER OF DIRT ROAD,  1.28 METERS
 DD3214'SW FROM LIVE OAK TREE,  8.9O METERS E FROM METAL WITNESS
 DD3214'POST, AND IS LEVEL WITH THE STATION.
 DD3214'
 DD3214'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3214'STAMPED---045 047 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3214'MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND
 DD3214'LOCATED  4.11 METERS E FROM CENTER LINE OF STATE HIGHWAY 219,
 DD3214'9.45 METERS SE FROM INTERSECTION OF STATE HIGHWAY 219 AND DIRT
 DD3214'ROAD,  0.46 METERS W FROM METAL WITNESS POST, AND 36.88 METERS N
 DD3214'FROM CENTER OF DRIVEWAY.
 DD3214'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST FOR (FIVE TENTHS OF A
 DD3214'MILE) 0.8 KM TO CROSSROAD STATE HIGHWAY 219 TO AZIMUTH ACROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3213 ***********************************************************************
 DD3213  DESIGNATION -  045 047 AZ MK
 DD3213  PID         -  DD3213
 DD3213  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3213  USGS QUAD   -  BLAKELY (1990)
 DD3213
 DD3213                         *CURRENT SURVEY CONTROL
 DD3213  ___________________________________________________________________
 DD3213* NAD 83(2001)-  33 28 04.31760(N)    079 49 36.26511(W)     ADJUSTED  
 DD3213* NAVD 88     -        19.8    (meters)      65.     (feet)  VERTCON   
 DD3213  ___________________________________________________________________
 DD3213  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 DD3213  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DD3213
 DD3213  HORZ ORDER  -  SECOND
 DD3213
 DD3213.The horizontal coordinates were established by classical geodetic methods
 DD3213.and adjusted by the National Geodetic Survey in March 2004..
 DD3213
 DD3213.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3213
 DD3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3213
 DD3213.The geoid height was determined by GEOID03.
 DD3213
 DD3213;                    North         East     Units Scale Factor Converg.
 DD3213;SPC SC       -   181,882.867   718,638.364   MT  0.99979981   +0 39 01.6
 DD3213;SPC SC       -   596,728.57  2,357,737.41   iFT  0.99979981   +0 39 01.6
 DD3213;UTM  17      - 3,703,772.185   609,021.924   MT  0.99974653   +0 38 49.5
 DD3213
 DD3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3213!SPC SC       -   1.00000203  x   0.99979981  =   0.99980184
 DD3213!UTM  17      -   1.00000203  x   0.99974653  =   0.99974856
 DD3213
 DD3213                          SUPERSEDED SURVEY CONTROL
 DD3213
 DD3213  NAD 83(1986)-  33 28 04.32697(N)    079 49 36.26741(W) AD(       ) 2
 DD3213  NAD 27      -  33 28 03.72630(N)    079 49 37.00281(W) AD(       ) 2
 DD3213  NGVD 29 (07/19/86)   20.1    (m)           66.     (f) VERT ANG       
 DD3213
 DD3213.Superseded values are not recommended for survey control.
 DD3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3213.See file dsdata.txt to determine how the superseded data were derived.
 DD3213
 DD3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0902203772(NAD 83)
 DD3213_MARKER: DD = SURVEY DISK
 DD3213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3213_SP_SET: CONCRETE POST
 DD3213_STAMPING: 045 047 1981 AZ MK
 DD3213_MARK LOGO: SCGS  
 DD3213_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3213+STABILITY: SURFACE MOTION
 DD3213
 DD3213  HISTORY     - Date     Condition        Report By
 DD3213  HISTORY     - 1981     MONUMENTED       SCGS
 DD3213  HISTORY     - 19930920 GOOD             SCGS
 DD3213  HISTORY     - 20060808 MARK NOT FOUND   SCGS
 DD3213
 DD3213                          STATION DESCRIPTION
 DD3213
 DD3213'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3213'STATION IS LOCATED 5.0 MILES (8.0 KM) SOUTHEAST OF LANE, 14.0 MILES
 DD3213'(22.5 KM) SOUTH SOUTHEAST OF KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3213'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3213'803-737-1350. TO REACH THE STATION FROM THE POST OFFICE IN LANE, GO
 DD3213'SOUTH ON STATE HIGHWAY 377 FOR 2.9 MILES (4.7 KM) TO THE JUNCTION OF
 DD3213'STATE HIGHWAY 375 AND STATE ROAD 45 IN THE GOURDIN AREA, TURN LEFT ON
 DD3213'ROAD 45 FOR 2.45 MILES (3.94 KM) TO A SHARP LEFT TURN, TURN LEFT AND
 DD3213'CONTINUE ON ROAD 45 FOR 2.45 MILES (3.94 KM) TO THE JUNCTION OF STATE
 DD3213'ROAD 219 AND THE STATION AT THE JUNCTION. STATION IS A CONCRETE POST
 DD3213'PROJECTING 0.1 FOOT, 4.1 METERS (13.5 FT) EAST OF THE CENTER OF ROAD
 DD3213'219, 9.4 METERS (30.8 FT) SOUTHEAST OF THE INTERSECTION OF ROAD 219
 DD3213'AND A DIRT ROAD, 0.5 METER (1.6 FT) WEST OF A WITNESS POST, 36.9
 DD3213'METERS (121.1 FT) NORTH OF THE CENTER OF A DRIVEWAY.
 DD3213
 DD3213                          STATION RECOVERY (2006)
 DD3213
 DD3213'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3213'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3213'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 DD3213'RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3216 ***********************************************************************
 DD3216  DESIGNATION -  045 048
 DD3216  PID         -  DD3216
 DD3216  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3216  USGS QUAD   -  BLAKELY (1990)
 DD3216
 DD3216                         *CURRENT SURVEY CONTROL
 DD3216  ___________________________________________________________________
 DD3216* NAD 83(2001)-  33 28 46.50110(N)    079 51 35.27434(W)     ADJUSTED  
 DD3216* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 DD3216  ___________________________________________________________________
 DD3216  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 DD3216  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DD3216
 DD3216  HORZ ORDER  -  SECOND
 DD3216
 DD3216.The horizontal coordinates were established by classical geodetic methods
 DD3216.and adjusted by the National Geodetic Survey in March 2004..
 DD3216
 DD3216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3216
 DD3216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3216
 DD3216.The geoid height was determined by GEOID03.
 DD3216
 DD3216;                    North         East     Units Scale Factor Converg.
 DD3216;SPC SC       -   183,147.777   715,551.857   MT  0.99979911   +0 37 55.7
 DD3216;SPC SC       -   600,878.53  2,347,611.08   iFT  0.99979911   +0 37 55.7
 DD3216;UTM  17      - 3,705,037.198   605,935.665   MT  0.99973836   +0 37 44.5
 DD3216
 DD3216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3216!SPC SC       -   1.00000192  x   0.99979911  =   0.99980103
 DD3216!UTM  17      -   1.00000192  x   0.99973836  =   0.99974028
 DD3216
 DD3216|---------------------------------------------------------------------|
 DD3216| PID    Reference Object                     Distance      Geod. Az  |
 DD3216|                                                           dddmmss.s |
 DD3216| DD3215 045 048 RM 2                        310.111 METERS 08340     |
 DD3216| DD3763 045 048 RM 1                          4.558 METERS 11413     |
 DD3216| DD3217 CHANDLER RM 5                       APPROX. 1.9 KM 1823122.0 |
 DD3216|---------------------------------------------------------------------|
 DD3216
 DD3216                          SUPERSEDED SURVEY CONTROL
 DD3216
 DD3216  NAD 83(1986)-  33 28 46.51042(N)    079 51 35.27665(W) AD(       ) 2
 DD3216  NAD 27      -  33 28 45.90979(N)    079 51 36.00912(W) AD(       ) 2
 DD3216  NGVD 29 (07/19/86)   20.7    (m)           68.     (f) VERT ANG       
 DD3216
 DD3216.Superseded values are not recommended for survey control.
 DD3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3216.See file dsdata.txt to determine how the superseded data were derived.
 DD3216
 DD3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0593605037(NAD 83)
 DD3216_MARKER: DD = SURVEY DISK
 DD3216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3216_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3216
 DD3216  HISTORY     - Date     Condition        Report By
 DD3216  HISTORY     - 1982     MONUMENTED       SCGS
 DD3216
 DD3216                          STATION DESCRIPTION
 DD3216
 DD3216'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DD3216'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTH OF KINGSTREE,
 DD3216'ABOUT 31.1 KM (6.0 MI) EAST-SOUTHEAST OF U.S. HIGHWAY 52, ABOUT 4.8
 DD3216'KM (3.0 MI) NORTHEAST OF THE SANTEE RIVER, ON THE RIGHT-OF-WAY OF A
 DD3216'DIRT ROAD.
 DD3216'
 DD3216'TO REACH THE STATION FROM THE POST OFFICE IN LANE, GO SOUTHERLY ON
 DD3216'STATE HIGHWAY 377 FOR 4.6 KM (2.9 MI) TO A T ROAD, TURN LEFT, GO
 DD3216'SOUTHEAST ON STATE HIGHWAY 375 FOR 3.9 KM (2.5 MI) TO A POINT WHERE
 DD3216'HIGHWAY MAKES A SHARP LEFT AND HIGHWAY 375 ENDS AND HIGHWAY 45
 DD3216'BEGINS.  TURN LEFT, GO NORTHEASTERLY ON HIGHWAY 45 FOR 4.2 KM (3.0
 DD3216'MI) TO THE JUNCTION OF HIGHWAY 219, TURN SHARP LEFT, GO NORTHERLY ON
 DD3216'HIGHWAY 219 FOR 4.4 KM (2.75 MI) TO A SIDE ROAD LEFT, TURN LEFT, GO
 DD3216'WESTERLY ON DIRT ROAD FOR 2.25 KM (1.4 MI) TO POINT WHERE POWER LINE
 DD3216'CROSSES OVER ROAD, FOR 0.8 KM (0.5 MI) TO RM 2 ON RIGHT, CONTINUE
 DD3216'AHEAD FOR 0.3 KM (0.2 MI) TO THE STATION LEFT.
 DD3216'
 DD3216'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3216'---045 048 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3216'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  3.81 METERS S FROM
 DD3216'FROM APPROXIMATE CENTER OF DIRT ROAD,  0.85 METERS N FROM METAL
 DD3216'WITNESS POST, AND  1.34 METERS N FROM BARB WIRE FENCE.
 DD3216'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3216'DISK STAMPED---045 048 1981---SET INTO AN IRREGULAR MASS OF
 DD3216'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3216'
 DD3216'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3216'DISK STAMPED---045 048 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3216'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3216'3.66 METERS S FROM APPROXIMATE CENTER OF DIRT ROAD,  4.88 METERS
 DD3216'E FROM METAL WITNESS POST,  1.13 METERS N FROM BARB WIRE
 DD3216'FENCE, AND IS LEVEL WITH THE STATION.
 DD3216'
 DD3216'REFERENCE MARK NO. 2 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3216'DISK STAMPED---045 048 1981 RM 2---SET INTO THE TOP OF A ROUND
 DD3216'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3216'3.8 METERS SE FROM APPROXIMATE CENTER OF DIRT ROAD,  9.45 METERS
 DD3216'ESE FROM SOUTHWEST CORNER OF BRICK CHIMNEY, AND  1.13 METERS S
 DD3216'FROM METAL WITNESS POST.
 DD3216'
 DD3216'TO REACH RM 2 FROM STATION GO EASTERLY FOR 0.2 MI TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3377 ***********************************************************************
 DD3377  DESIGNATION -  045 049
 DD3377  PID         -  DD3377
 DD3377  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3377  USGS QUAD   -  GREELEYVILLE (1990)
 DD3377
 DD3377                         *CURRENT SURVEY CONTROL
 DD3377  ___________________________________________________________________
 DD3377* NAD 83(2001)-  33 32 31.50923(N)    079 59 02.80513(W)     ADJUSTED  
 DD3377* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 DD3377  ___________________________________________________________________
 DD3377  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DD3377  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DD3377
 DD3377  HORZ ORDER  -  SECOND
 DD3377
 DD3377.The horizontal coordinates were established by classical geodetic methods
 DD3377.and adjusted by the National Geodetic Survey in March 2004..
 DD3377
 DD3377.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3377
 DD3377.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3377
 DD3377.The geoid height was determined by GEOID03.
 DD3377
 DD3377;                    North         East     Units Scale Factor Converg.
 DD3377;SPC SC       -   189,957.889   703,932.384   MT  0.99979611   +0 33 47.5
 DD3377;SPC SC       -   623,221.42  2,309,489.45   iFT  0.99979611   +0 33 47.5
 DD3377;UTM  17      - 3,711,847.302   594,317.340   MT  0.99970967   +0 33 40.9
 DD3377
 DD3377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3377!SPC SC       -   1.00000109  x   0.99979611  =   0.99979720
 DD3377!UTM  17      -   1.00000109  x   0.99970967  =   0.99971076
 DD3377
 DD3377:                Primary Azimuth Mark                     Grid Az
 DD3377:SPC SC       -  045 049 AZ MK                            346 09 03.3
 DD3377:UTM  17      -  045 049 AZ MK                            346 09 09.9
 DD3377
 DD3377|---------------------------------------------------------------------|
 DD3377| PID    Reference Object                     Distance      Geod. Az  |
 DD3377|                                                           dddmmss.s |
 DD3377| DD3378 045 049 AZ MK                       APPROX. 1.0 KM 3464250.8 |
 DD3377| DD3764 045 049 RM 1                          8.220 METERS 34756     |
 DD3377|---------------------------------------------------------------------|
 DD3377
 DD3377                          SUPERSEDED SURVEY CONTROL
 DD3377
 DD3377  NAD 83(1986)-  33 32 31.51799(N)    079 59 02.80771(W) AD(       ) 2
 DD3377  NAD 27      -  33 32 30.91758(N)    079 59 03.53119(W) AD(       ) 2
 DD3377  NGVD 29 (07/19/86)   25.6    (m)           84.     (f) VERT ANG       
 DD3377
 DD3377.Superseded values are not recommended for survey control.
 DD3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3377.See file dsdata.txt to determine how the superseded data were derived.
 DD3377
 DD3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9431711847(NAD 83)
 DD3377_MARKER: DD = SURVEY DISK
 DD3377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3377_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3377_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3377
 DD3377  HISTORY     - Date     Condition        Report By
 DD3377  HISTORY     - 1981     MONUMENTED       SCGS
 DD3377
 DD3377                          STATION DESCRIPTION
 DD3377
 DD3377'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3377'THE STATION IS LOCATED ABOUT 20.1 KM (12.5 MI) SOUTHWEST OF
 DD3377'KINGSTREE, 12.1 KM (7.5 MI) WEST OF LANE AIRPORT AND 4.0 KM (2.5 MI)
 DD3377'SOUTH OF GREELEYVILLE.
 DD3377'
 DD3377'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 52 AND STATE
 DD3377'HIGHWAY 375 ABOUT 8 KM (5 MI) SOUTH OF GREELEYVILLE, GO NORTHWEST ON
 DD3377'STATE HIGHWAY 375 FOR 2.2 KM (1.4 MI) TO CROSSROAD.  CONTINUE AHEAD
 DD3377'ON HIGHWAY 375 FOR 1.9 KM (1.2 MI) TO THE STATION ON THE LEFT.
 DD3377'
 DD3377'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3377'---045 049 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DD3377'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.0 METERS W FROM
 DD3377'CENTER LINE OF SC 375,  1.3 METERS S FROM METAL WITNESS POST,
 DD3377'.2 METERS E FROM BARB WIRE FENCE,  1.8 METERS NE FROM
 DD3377'SOUTHEAST FENCE CORNER POST, AND 11.6 METERS N FROM APPROXIMATE
 DD3377'CENTER OF S-45-148.
 DD3377'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3377'DISK STAMPED---045 049 1981---SET INTO AN IRREGULAR MASS OF
 DD3377'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DD3377'
 DD3377'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3377'DISK STAMPED---045 049 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD3377'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3377'10.0 METERS W FROM CENTER LINE OF SC 375,  6.9 METERS N FROM
 DD3377'FROM METAL WITNESS POST, .4 METERS E FROM BARB WIRE FENCE,
 DD3377'10.0 METERS N FROM SOUTHEAST FENCE CORNER POST, AND IS LEVEL
 DD3377'WITH THE STATION.
 DD3377'
 DD3377'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3377'STAMPED---045 049 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3377'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.7 METERS
 DD3377'E FROM CENTER LINE OF SC 375,  0.9 METERS W FROM METAL
 DD3377'WITNESS POST,  4.0 METERS S FROM APPROXIMATE CENTER OF FIELD
 DD3377'DRIVE, AND  5.0 METERS SW FROM SOUTH GATE POST.
 DD3377'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON SC 375 FOR
 DD3377'9.6 KM (0.6 MI) TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3378 ***********************************************************************
 DD3378  DESIGNATION -  045 049 AZ MK
 DD3378  PID         -  DD3378
 DD3378  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3378  USGS QUAD   -  GREELEYVILLE (1990)
 DD3378
 DD3378                         *CURRENT SURVEY CONTROL
 DD3378  ___________________________________________________________________
 DD3378* NAD 83(2001)-  33 33 02.17710(N)    079 59 11.45391(W)     ADJUSTED  
 DD3378* NAVD 88     -        22.7    (meters)      74.     (feet)  VERTCON   
 DD3378  ___________________________________________________________________
 DD3378  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DD3378  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DD3378
 DD3378  HORZ ORDER  -  SECOND
 DD3378
 DD3378.The horizontal coordinates were established by classical geodetic methods
 DD3378.and adjusted by the National Geodetic Survey in March 2004..
 DD3378
 DD3378.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3378
 DD3378.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3378
 DD3378.The geoid height was determined by GEOID03.
 DD3378
 DD3378;                    North         East     Units Scale Factor Converg.
 DD3378;SPC SC       -   190,900.322   703,700.044   MT  0.99979579   +0 33 42.8
 DD3378;SPC SC       -   626,313.39  2,308,727.18   iFT  0.99979579   +0 33 42.8
 DD3378;UTM  17      - 3,712,789.661   594,085.049   MT  0.99970913   +0 33 36.6
 DD3378
 DD3378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3378!SPC SC       -   1.00000150  x   0.99979579  =   0.99979729
 DD3378!UTM  17      -   1.00000150  x   0.99970913  =   0.99971063
 DD3378
 DD3378                          SUPERSEDED SURVEY CONTROL
 DD3378
 DD3378  NAD 83(1986)-  33 33 02.18585(N)    079 59 11.45651(W) AD(       ) 2
 DD3378  NAD 27      -  33 33 01.58615(N)    079 59 12.18003(W) AD(       ) 2
 DD3378  NGVD 29 (07/19/86)   23.0    (m)           75.     (f) VERT ANG       
 DD3378
 DD3378.Superseded values are not recommended for survey control.
 DD3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3378.See file dsdata.txt to determine how the superseded data were derived.
 DD3378
 DD3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9408512790(NAD 83)
 DD3378_MARKER: DD = SURVEY DISK
 DD3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3378_SP_SET: CONCRETE POST
 DD3378_STAMPING: 045 049 1981 AZ MK
 DD3378_MARK LOGO: SCGS  
 DD3378_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3378+STABILITY: SURFACE MOTION
 DD3378
 DD3378  HISTORY     - Date     Condition        Report By
 DD3378  HISTORY     - 1981     MONUMENTED       SCGS
 DD3378  HISTORY     - 19930920 GOOD             SCGS
 DD3378
 DD3378                          STATION DESCRIPTION
 DD3378
 DD3378'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3378'STATION IS LOCATED 12.5 MILES (20.1 KM) SOUTHWEST OF KINGSTREE, 1.5
 DD3378'MILES (2.4 KM) SOUTH OF GREELEYVILLE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3378'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3378'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3378'52 AND STATE HIGHWAY 375, 5.0 MILES (8.0 KM) SOUTH SOUTHEAST OF
 DD3378'GREELEYVILLE, GO NORTHWEST ON HIGHWAY 375 FOR 1.4 MILES (2.3 KM) TO A
 DD3378'CROSSROAD, CONTINUE ON HIGHWAY 375 FOR 1.8 MILES (2.9 KM) TO THE
 DD3378'STATION ON THE RIGHT NEAR A GATE POST. STATION IS A CONCRETE POST
 DD3378'FLUSH WITH THE GROUND, 6.7 METERS (22.0 FT) EAST OF THE CENTER OF THE
 DD3378'HIGHWAY, 0.9 METER (3.0 FT) WEST OF A WITNESS POST, 4.0 METERS
 DD3378'(13.1 FT) SOUTH OF THE CENTER OF A FIELD ROAD, 5.0 METERS (16.4 FT)
 DD3378'SOUTHWEST OF THE SOUTH GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3211 ***********************************************************************
 DD3211  DESIGNATION -  045 050
 DD3211  PID         -  DD3211
 DD3211  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3211  USGS QUAD   -  BLAKELY (1990)
 DD3211
 DD3211                         *CURRENT SURVEY CONTROL
 DD3211  ___________________________________________________________________
 DD3211* NAD 83(2001)-  33 25 07.22161(N)    079 46 22.54062(W)     ADJUSTED  
 DD3211* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 DD3211  ___________________________________________________________________
 DD3211  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 DD3211  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DD3211
 DD3211  HORZ ORDER  -  SECOND
 DD3211
 DD3211.The horizontal coordinates were established by classical geodetic methods
 DD3211.and adjusted by the National Geodetic Survey in March 2004..
 DD3211
 DD3211.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3211
 DD3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3211
 DD3211.The geoid height was determined by GEOID03.
 DD3211
 DD3211;                    North         East     Units Scale Factor Converg.
 DD3211;SPC SC       -   176,486.263   723,704.021   MT  0.99980317   +0 40 49.0
 DD3211;SPC SC       -   579,023.17  2,374,357.02   iFT  0.99980317   +0 40 49.0
 DD3211;UTM  17      - 3,698,375.498   614,086.973   MT  0.99976047   +0 40 33.2
 DD3211
 DD3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3211!SPC SC       -   1.00000237  x   0.99980317  =   0.99980554
 DD3211!UTM  17      -   1.00000237  x   0.99976047  =   0.99976284
 DD3211
 DD3211|---------------------------------------------------------------------|
 DD3211| PID    Reference Object                     Distance      Geod. Az  |
 DD3211|                                                           dddmmss.s |
 DD3211| DD3765 045 050 RM 1                          8.958 METERS 06549     |
 DD3211| DD3212 045 050 AZ MK                       APPROX. 0.5 KM 2794950.1 |
 DD3211|---------------------------------------------------------------------|
 DD3211
 DD3211                          SUPERSEDED SURVEY CONTROL
 DD3211
 DD3211  NAD 83(1986)-  33 25 07.23193(N)    079 46 22.54308(W) AD(       ) 2
 DD3211  NAD 27      -  33 25 06.63148(N)    079 46 23.28378(W) AD(       ) 2
 DD3211  NGVD 29 (07/19/86)   18.2    (m)           60.     (f) VERT ANG       
 DD3211
 DD3211.Superseded values are not recommended for survey control.
 DD3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3211.See file dsdata.txt to determine how the superseded data were derived.
 DD3211
 DD3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1408798375(NAD 83)
 DD3211_MARKER: DD = SURVEY DISK
 DD3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3211_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3211
 DD3211  HISTORY     - Date     Condition        Report By
 DD3211  HISTORY     - 1981     MONUMENTED       SCGS
 DD3211  HISTORY     - 20031208 MARK NOT FOUND   SCGS
 DD3211  HISTORY     - 20060808 MARK NOT FOUND   SCGS
 DD3211
 DD3211                          STATION DESCRIPTION
 DD3211
 DD3211'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3211'THE STATION IS LOCATED ABOUT 16.5 KM (10.25 MI) NORTH-NORTHWEST OF
 DD3211'JAMESTOWN, ABOUT 8.1 KM (5.0 MI) SOUTHWEST OF THE TRIO POST OFFICE,
 DD3211'ABOUT 5.6 KM (3.5 MI) NORTHEAST OF THE SANTEE RIVER.  FOR INFORMATION
 DD3211'CONTACT--  MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX
 DD3211'191, COLUMBIA, S.C.  29202, TELEPHONE (803) 758-3414.
 DD3211'
 DD3211'TO REACH THE STATION FROM THE TRIO POST OFFICE, GO SOUTHWEST ON
 DD3211'HIGHWAY S-45-50 FOR 4.1 KM (2.55 MI) TO A CROSSROAD, TURN LEFT, GO
 DD3211'SOUTHERLY ON HIGHWAY S-45-50 FOR 7.2 KM (4.5 MI) TO A T-ROAD AND
 DD3211'STATION ON RIGHT, TURN RIGHT, GO NORTHWESTERLY ON HIGHWAY S-45-45 FOR
 DD3211'3.0 KM (1.85 MI) TO SIDE ROAD RIGHT, TURN RIGHT, GO 0.9 KM (0.55 MI)
 DD3211'TO POINT WHERE TURNS RIGHT, TURN RIGHT, GO 0.1 KM (0.05 MI) TO THE
 DD3211'AZIMUTH MARK ON LEFT, CONTINUE AHEAD FOR 1.0 KM (0.65 MI) TO THE
 DD3211'STATION ON RIGHT.
 DD3211'
 DD3211'THE STATION IS STANDARD SCGS DISK STAMPED---045 050 1981---SET INTO
 DD3211'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH
 DD3211'THE GROUND, LOCATED 5.2 M (17.0 FT) NE FROM THE CENTER OF STATE ROAD
 DD3211'385, 0.4 M (1.3 FT) NW FROM A METAL WITNESS POST,
 DD3211'22.2 M (73.0 FT) SSW FROM THE CENTER OF A FIELD ROAD, AND
 DD3211'25.9 M (85.0 FT) NW FROM A GAS PUMP.
 DD3211'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3211'DISK STAMPED---045 050 1981---SET INTO AN IRREGULAR MASS OF
 DD3211'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3211'
 DD3211'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3211'DISK STAMPED---045 050 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3211'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED
 DD3211'5.4 METERS NE FROM CENTER OF STATE ROAD 385,  9.1 METERS NW FROM
 DD3211'FROM METAL WITNESS POST, 24.7 METERS E FROM GAS PUMP, AND IS
 DD3211'LEVEL WITH THE STATION.
 DD3211'
 DD3211'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3211'STAMPED---045 050 1981 RM 1---SET INTO THE TOP OF A ROUND CONCRETE
 DD3211'MONUMENT 12 INCHES IN DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND
 DD3211'LOCATED  9.9 METERS NE FROM CENTER OF STATE ROAD 385,  0.4
 DD3211'METERS S FROM METAL WITNESS POST, AND  0.8 METERS NW FROM
 DD3211'WIRE FENCE.
 DD3211'TO REACH THE AZIMUTH MARK FROM STATION, GO WESTERLY ON 385 FOR 0.6 KM
 DD3211'(0.3 MI) TO MARK ON RIGHT.
 DD3211
 DD3211                          STATION RECOVERY (2003)
 DD3211
 DD3211'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3211'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DD3211'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DD3211'LOCATE THIS STATION WITH NO  RESULTS, A MASS OF CONCRETE WAS FOUND 1
 DD3211'METER BELOW THE SURFACE,  PRESUMED  DESTROYED. RECOVERY BY T. HALL.
 DD3211
 DD3211                          STATION RECOVERY (2006)
 DD3211
 DD3211'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (TH)
 DD3211'A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DD3211'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 DD3211'RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3212 ***********************************************************************
 DD3212  DESIGNATION -  045 050 AZ MK
 DD3212  PID         -  DD3212
 DD3212  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3212  USGS QUAD   -  BLAKELY (1990)
 DD3212
 DD3212                         *CURRENT SURVEY CONTROL
 DD3212  ___________________________________________________________________
 DD3212* NAD 83(2001)-  33 25 10.23934(N)    079 46 43.31167(W)     ADJUSTED  
 DD3212* NAVD 88     -        17.5    (meters)      57.     (feet)  VERTCON   
 DD3212  ___________________________________________________________________
 DD3212  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 DD3212  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DD3212
 DD3212  HORZ ORDER  -  SECOND
 DD3212
 DD3212.The horizontal coordinates were established by classical geodetic methods
 DD3212.and adjusted by the National Geodetic Survey in March 2004..
 DD3212
 DD3212.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3212
 DD3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3212
 DD3212.The geoid height was determined by GEOID03.
 DD3212
 DD3212;                    North         East     Units Scale Factor Converg.
 DD3212;SPC SC       -   176,572.856   723,166.426   MT  0.99980311   +0 40 37.5
 DD3212;SPC SC       -   579,307.27  2,372,593.26   iFT  0.99980311   +0 40 37.5
 DD3212;UTM  17      - 3,698,462.128   613,549.408   MT  0.99975896   +0 40 21.8
 DD3212
 DD3212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3212!SPC SC       -   1.00000243  x   0.99980311  =   0.99980554
 DD3212!UTM  17      -   1.00000243  x   0.99975896  =   0.99976138
 DD3212
 DD3212                          SUPERSEDED SURVEY CONTROL
 DD3212
 DD3212  NAD 83(1986)-  33 25 10.24963(N)    079 46 43.31413(W) AD(       ) 2
 DD3212  NAD 27      -  33 25 09.64907(N)    079 46 44.05427(W) AD(       ) 2
 DD3212  NGVD 29 (07/19/86)   17.8    (m)           58.     (f) VERT ANG       
 DD3212
 DD3212.Superseded values are not recommended for survey control.
 DD3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3212.See file dsdata.txt to determine how the superseded data were derived.
 DD3212
 DD3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1354998462(NAD 83)
 DD3212_MARKER: DD = SURVEY DISK
 DD3212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3212_SP_SET: CONCRETE POST
 DD3212_STAMPING: 045 050 1981 AZ MK
 DD3212_MARK LOGO: SCGS  
 DD3212_PROJECTION: FLUSH
 DD3212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3212+STABILITY: SURFACE MOTION
 DD3212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3212+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 DD3212
 DD3212  HISTORY     - Date     Condition        Report By
 DD3212  HISTORY     - 1981     MONUMENTED       SCGS
 DD3212  HISTORY     - 19930920 GOOD             SCGS
 DD3212  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 DD3212  HISTORY     - 20031208 GOOD             SCGS
 DD3212
 DD3212                          STATION DESCRIPTION
 DD3212
 DD3212'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3212'STATION IS LOCATED 5.0 MILES (8.0 KM) SOUTHWEST OF TRIO, 10.25 MILES
 DD3212'(16.50 KM) NORTH NORTHWEST OF JAMESTOWN. OWNERSHIP--SCDOT, DIRECTOR
 DD3212'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3212'803-737-1350. TO REACH THE STATION FROM THE TRIO POST OFFICE, GO
 DD3212'SOUTHWEST ON STATE ROAD 50 FOR 2.55 MILES (4.10 KM) TO THE JUNCTION
 DD3212'OF STATE ROAD 221, TURN LEFT ON ROAD 50 FOR 2.7 MILES (4.3 KM) TO THE
 DD3212'JUNCTION OF STATE ROAD 358, TURN RIGHT ON ROAD 358 FOR 2.0 MILES
 DD3212'(3.2 KM) TO THE STATION ON THE RIGHT NEAR A WIRE FENCE LINE, 0.05
 DD3212'MILE (0.08 KM) EAST SOUTHEAST OF A SHARP CURVE OF ROAD 358. STATION
 DD3212'IS A CONCRETE POST PROJECTING 0.4 FOOT, 9.9 METERS (32.5 FT)
 DD3212'NORTHEAST OF THE CENTER OF THE ROAD, 0.4 METER (1.3 FT) SOUTH OF A
 DD3212'WITNESS POST, 0.8 METER (2.6 FT) NORTHWEST OF THE FENCE LINE.
 DD3212
 DD3212                          STATION RECOVERY (2002)
 DD3212
 DD3212'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD3212'MARK NOT FOUND.
 DD3212
 DD3212                          STATION RECOVERY (2003)
 DD3212
 DD3212'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3212'STATION IS LOCATED 9.1 MILES SOUTHEAST OF LANE, 17.3 MILES SOUTH OF
 DD3212'KINGSTREE.     OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DD3212'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DD3212'FROM THE JUNCTION OF STATE HIGHWAYS 375, 377 AND STATE ROAD 45, 2.75
 DD3212'MILES SOUTH SOUTHWEST OF LANE, GO SOUTH SOUTHEAST ON ROAD 45 FOR 2.45
 DD3212'MILES TO A  SHARP BEND LEFT, CONTINUE LEFT ON ROAD 45 FOR 6.25 MILES
 DD3212'TO THE JUNCTION OF STATE ROAD  358 (COOPER ROAD), TURN LEFT ON ROAD
 DD3212'358 FOR 0.6 MILE TO THE STATION ON THE LEFT IN THE  TREE LINE NEAR A
 DD3212'WIRE FENCE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 DD3212'WITH THE ROAD,  32.3 FEET NORTHEAST OF THE CENTER OF THE ROAD, 3.0
 DD3212'FEET SOUTHWEST OF THE  WIRE FENCE LINE, 18.6 FEET NORTHWEST OF A
 DD3212'2.0-FOOT PINE TREE WITH A SCGS  REFERENCE WASHER ATTACHED, 1.2 FEET
 DD3212'SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3086 ***********************************************************************
 DD3086  DESIGNATION -  045 051
 DD3086  PID         -  DD3086
 DD3086  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3086  USGS QUAD   -  TRIO (1973)
 DD3086
 DD3086                         *CURRENT SURVEY CONTROL
 DD3086  ___________________________________________________________________
 DD3086* NAD 83(2001)-  33 23 22.72774(N)    079 44 00.62850(W)     ADJUSTED  
 DD3086* NAVD 88     -        15.510  (meters)      50.89   (feet)  ADJUSTED  
 DD3086  ___________________________________________________________________
 DD3086  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 DD3086  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD3086  DYNAMIC HT  -          15.493 (meters)      50.83  (feet)  COMP
 DD3086  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DD3086
 DD3086  HORZ ORDER  -  SECOND
 DD3086  VERT ORDER  -  FIRST     CLASS II
 DD3086
 DD3086.The horizontal coordinates were established by classical geodetic methods
 DD3086.and adjusted by the National Geodetic Survey in March 2004..
 DD3086
 DD3086.The orthometric height was determined by differential leveling
 DD3086.and adjusted by the National Geodetic Survey in June 1994..
 DD3086
 DD3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3086
 DD3086.The geoid height was determined by GEOID03.
 DD3086
 DD3086.The dynamic height is computed by dividing the NAVD 88
 DD3086.geopotential number by the normal gravity value computed on the
 DD3086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3086.degrees latitude (g = 980.6199 gals.).
 DD3086
 DD3086.The modeled gravity was interpolated from observed gravity values.
 DD3086
 DD3086;                    North         East     Units Scale Factor Converg.
 DD3086;SPC SC       -   173,312.026   727,408.907   MT  0.99980550   +0 42 07.7
 DD3086;SPC SC       -   568,609.01  2,386,512.16   iFT  0.99980550   +0 42 07.7
 DD3086;UTM  17      - 3,695,201.077   617,791.454   MT  0.99977106   +0 41 49.4
 DD3086
 DD3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3086!SPC SC       -   1.00000277  x   0.99980550  =   0.99980826
 DD3086!UTM  17      -   1.00000277  x   0.99977106  =   0.99977382
 DD3086
 DD3086|---------------------------------------------------------------------|
 DD3086| PID    Reference Object                     Distance      Geod. Az  |
 DD3086|                                                           dddmmss.s |
 DD3086| DD3085 045 051 AZ MK                       261.335 METERS 16337     |
 DD3086| DD3210 SUTTON RM 6                         APPROX. 2.7 KM 2994305.9 |
 DD3086| DD3766 045 051 RM 1                         10.658 METERS 35418     |
 DD3086|---------------------------------------------------------------------|
 DD3086
 DD3086                          SUPERSEDED SURVEY CONTROL
 DD3086
 DD3086  NAD 83(1986)-  33 23 22.73823(N)    079 44 00.63081(W) AD(       ) 2
 DD3086  NAD 27      -  33 23 22.13645(N)    079 44 01.37426(W) AD(       ) 2
 DD3086  NGVD 29 (07/19/86)   16.1    (m)           53.     (f) VERT ANG       
 DD3086
 DD3086.Superseded values are not recommended for survey control.
 DD3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3086.See file dsdata.txt to determine how the superseded data were derived.
 DD3086
 DD3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1779195201(NAD 83)
 DD3086_MARKER: DD = SURVEY DISK
 DD3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3086_SP_SET: CONCRETE POST
 DD3086_STAMPING: HORZ 045 051 1981
 DD3086_MARK LOGO: SCGS  
 DD3086_PROJECTION: PROJECTING 5 CENTIMETERS
 DD3086_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3086+STABILITY: SURFACE MOTION
 DD3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3086+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 DD3086
 DD3086  HISTORY     - Date     Condition        Report By
 DD3086  HISTORY     - 1981     MONUMENTED       SCGS
 DD3086  HISTORY     - 1981     GOOD             SCGS
 DD3086  HISTORY     - 19930824 GOOD             SCGS
 DD3086  HISTORY     - 20031209 GOOD             SCGS
 DD3086
 DD3086                          STATION DESCRIPTION
 DD3086
 DD3086'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3086'THE STATION IS LOCATED THE STATION IS ABOUT 12.9 KM (8.0 MI) NORTH OF
 DD3086'JAMESTOWN, ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF TRIO, 5.6 KM (3.5 MI)
 DD3086'NORTHEAST OF THE SANTEE RIVER.  FOR INFORMATION CONTACT--  MR. GEORGE
 DD3086'WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.
 DD3086'29202, TELEPHONE (803) 758-3414.
 DD3086'
 DD3086'TO REACH THE STATION FROM THE POST OFFICE IN TRIO, GO SOUTHWEST ON
 DD3086'HIGHWAY S-45-50 FOR 4.1 KM (2.55 MI) TO CROSSROAD, TURN LEFT, AND GO
 DD3086'SOUTHERLY ON HIGHWAY S-45-50 FOR 7.2 KM (4.5 MI) TO A T-ROAD AND
 DD3086'STATION SUTTON 1934 ON LEFT, TURN LEFT, GO SOUTHEASTERLY ON STATE
 DD3086'HIGHWAY 45 FOR 3.0 KM (1.9 MI) TO A SIDE ROAD LEFT, TURN LEFT, 0.1 KM
 DD3086'(0.05 MI) TO THE STATION ON RIGHT.
 DD3086'
 DD3086'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3086'---045 051 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3086'INCHES IN DIAMETER PROJECTING 8 INCHES ABOVE THE GROUND LOCATED  3.5
 DD3086'METERS SE FROM APPROXIMATE CENTER OF DIRT ROAD,  7.1 METERS SE
 DD3086'FROM WIRE FENCE,  0.4 METERS NE FROM METAL WITNESS POST,
 DD3086'AND 10.0 METERS S FROM 16 INCH PINE TREE USED FOR FENCE POST
 DD3086'CORNER.
 DD3086'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3086'DISK STAMPED---045 051 1981---SET INTO AN IRREGULAR MASS OF
 DD3086'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3086'
 DD3086'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3086'DISK STAMPED---045 051 1981 RM 1---SET INTO THE TOP OF A ROUND
 DD3086'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 8 INCHES ABOVE THE
 DD3086'GROUND LOCATED  3.5 METERS W FROM APPROXIMATE CENTER OF DIRT
 DD3086'ROAD, 11.1 METERS N FROM METAL WITNESS POST NEAR STATION NO
 DD3086'SIGN,  1.7 METERS NNE FROM 16 INCH PINE TREE USED FOR FENCE
 DD3086'CORNER, AND IS LEVEL WITH THE STATION.
 DD3086'
 DD3086'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3086'STAMPED---045 051 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3086'MONUMENT 12 INCHES IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND
 DD3086'LOCATED  6.8 METERS SW FROM CENTER LINE OF S-45-45,  0.7 METERS
 DD3086'WNW FROM METAL WITNESS POST,  6.1 METERS NW FROM
 DD3086'APPROXIMATE CENTER OF DRIVEWAY, AND 19.1 METERS SW FROM POWER
 DD3086'POLE.
 DD3086'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHWEST ON DIRT ROAD FOR
 DD3086'0.1 MILE TO S-45-45, TURN LEFT AND GO 0.15 MILE TO
 DD3086'AZIMUTH MARK ON RIGHT.
 DD3086
 DD3086                          STATION RECOVERY (1981)
 DD3086
 DD3086'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 DD3086'RECOVERED IN GOOD CONDITION.
 DD3086
 DD3086                          STATION RECOVERY (1993)
 DD3086
 DD3086'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3086'STATION IS LOCATED 7.5 MILES (12.1 KM) NORTH NORTHWEST OF JAMESTOWN,
 DD3086'10.8 MILES (17.4 KM) WEST SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT,
 DD3086'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3086'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3086'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD3086'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO WEST
 DD3086'SOUTHWEST ON HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO
 DD3086'THE JUNCTION OF STATE ROAD 45, TURN RIGHT ON ROAD 45 FOR 3.55 MILES
 DD3086'(5.71 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT, CONTINUE ON ROAD 45
 DD3086'FOR 1.0 MILE (1.6 KM) TO A SAND ROAD RIGHT, TURN RIGHT ON THE SAND
 DD3086'ROAD FOR 0.1 MILE (0.2 KM) TO A FIELD ACCESS ROAD LEFT AND THE
 DD3086'STATION ON THE RIGHT. STATION IS A CONCRETE POST PROJECTING 0.7 FOOT
 DD3086'(21.3 CM) AND 1.5 FEET (0.5 M) ABOVE THE SAND ROAD, 13.0 FEET
 DD3086'(4.0 M) SOUTHEAST OF THE CENTER OF THE SAND ROAD, 35.0 FEET (10.7 M)
 DD3086'SOUTH OF SURVEY STATION 045 051 RM 1, 17.0 FEET (5.2 M) NORTHEAST OF A
 DD3086'1.5-FOOT MULTI-TRUNKED CHINABERRY TREE, 136.3 FEET (41.5 M) SOUTH
 DD3086'SOUTHWEST OF A POWER POLE 3086S WITH A TRANSFORMER AND A GUY WIRE IN
 DD3086'FRONT OF A MOBILE HOME, 1.6 FEET (0.5 M) SOUTHWEST OF THE EXTENDED
 DD3086'CENTER OF THE FIELD ACCESS ROAD, 1.0 FOOT (0.3 M) NORTH NORTHWEST OF
 DD3086'A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 045
 DD3086'051 AZ MK. RECOVERED BY T. HALL.
 DD3086
 DD3086                          STATION RECOVERY (2003)
 DD3086
 DD3086'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3086'STATION IS LOCATED 7.55 MILES NORTH NORTHWEST OF JAMESTOWN, 19.95
 DD3086'MILES SOUTHEAST OF  KINGSTREE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3086'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DD3086'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3086'17 ALTERNATE (SAINT DELIGHT  ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD3086'ROAD), 5.65 MILES NORTH NORTHEAST OF  JAMESTOWN, GO WEST SOUTHWEST ON
 DD3086'HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE TO THE  JUNCTION OF STATE
 DD3086'ROAD 45, TURN RIGHT ON ROAD 45 FOR 5.5 MILES TO THE JUNCTION OF A SAND
 DD3086'ROAD RIGHT (SIGN FOR WALTERS CLUBHOUSE), TURN RIGHT ON THE SAND ROAD
 DD3086'FOR 0.1 TO THE  STATION ON THE RIGHT ACROSS FROM A FIELD ACCESS ROAD
 DD3086'LEFT. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND 1.0 FOOT
 DD3086'ABOVE THE SAND  ROAD, 12.5 FEET SOUTHEAST OF THE CENTER OF THE SAND
 DD3086'ROAD, 34.8 FEET SOUTH OF  SURVEY STATION 045 051 RM 1, 1.0 FOOT NORTH
 DD3086'NORTHWEST OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH
 DD3086'SURVEY STATION 045 051 AZ MK. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3085 ***********************************************************************
 DD3085  DESIGNATION -  045 051 AZ MK
 DD3085  PID         -  DD3085
 DD3085  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3085  USGS QUAD   -  TRIO (1973)
 DD3085
 DD3085                         *CURRENT SURVEY CONTROL
 DD3085  ___________________________________________________________________
 DD3085* NAD 83(2001)-  33 23 14.58986(N)    079 43 57.77551(W)     ADJUSTED  
 DD3085* NAVD 88     -        11.819  (meters)      38.78   (feet)  ADJUSTED  
 DD3085  ___________________________________________________________________
 DD3085  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 DD3085  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DD3085  DYNAMIC HT  -          11.806 (meters)      38.73  (feet)  COMP
 DD3085  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 DD3085
 DD3085  HORZ ORDER  -  SECOND
 DD3085  VERT ORDER  -  FIRST     CLASS II
 DD3085
 DD3085.The horizontal coordinates were established by classical geodetic methods
 DD3085.and adjusted by the National Geodetic Survey in March 2004..
 DD3085
 DD3085.The orthometric height was determined by differential leveling
 DD3085.and adjusted by the National Geodetic Survey in June 1994..
 DD3085
 DD3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3085
 DD3085.The geoid height was determined by GEOID03.
 DD3085
 DD3085.The dynamic height is computed by dividing the NAVD 88
 DD3085.geopotential number by the normal gravity value computed on the
 DD3085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3085.degrees latitude (g = 980.6199 gals.).
 DD3085
 DD3085.The modeled gravity was interpolated from observed gravity values.
 DD3085
 DD3085;                    North         East     Units Scale Factor Converg.
 DD3085;SPC SC       -   173,062.280   727,485.695   MT  0.99980569   +0 42 09.3
 DD3085;SPC SC       -   567,789.63  2,386,764.09   iFT  0.99980569   +0 42 09.3
 DD3085;UTM  17      - 3,694,951.333   617,868.217   MT  0.99977128   +0 41 50.9
 DD3085
 DD3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3085!SPC SC       -   1.00000335  x   0.99980569  =   0.99980903
 DD3085!UTM  17      -   1.00000335  x   0.99977128  =   0.99977462
 DD3085
 DD3085                          SUPERSEDED SURVEY CONTROL
 DD3085
 DD3085  NAD 83(1986)-  33 23 14.60036(N)    079 43 57.77781(W) AD(       ) 2
 DD3085  NAD 27      -  33 23 13.99839(N)    079 43 58.52123(W) AD(       ) 2
 DD3085  NGVD 29 (07/19/86)   12.4    (m)           41.     (f) VERT ANG       
 DD3085
 DD3085.Superseded values are not recommended for survey control.
 DD3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3085.See file dsdata.txt to determine how the superseded data were derived.
 DD3085
 DD3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1786894951(NAD 83)
 DD3085_MARKER: DD = SURVEY DISK
 DD3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3085_SP_SET: CONCRETE POST
 DD3085_STAMPING: AZ MK 045 051 1981
 DD3085_MARK LOGO: SCGS  
 DD3085_PROJECTION: PROJECTING 5 CENTIMETERS
 DD3085_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3085+STABILITY: SURFACE MOTION
 DD3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3085+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 DD3085
 DD3085  HISTORY     - Date     Condition        Report By
 DD3085  HISTORY     - 1981     MONUMENTED       SCGS
 DD3085  HISTORY     - 19930824 GOOD             SCGS
 DD3085  HISTORY     - 20031209 GOOD             SCGS
 DD3085
 DD3085                          STATION DESCRIPTION
 DD3085
 DD3085'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3085'STATION IS LOCATED 7.3 MILES (11.7 KM) NORTH NORTHWEST OF JAMESTOWN,
 DD3085'10.9 MILES (17.5 KM) WEST SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT,
 DD3085'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3085'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3085'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD3085'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO WEST
 DD3085'SOUTHWEST ON HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO
 DD3085'THE JUNCTION OF STATE ROAD 45, TURN RIGHT ON ROAD 45 FOR 3.55 MILES
 DD3085'(5.71 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT, CONTINUE ON ROAD 45
 DD3085'FOR 0.85 MILE (1.37 KM) TO THE STATION IN THE WEST ANGLE OF A
 DD3085'DRIVEWAY LEFT LEADING TO A MOBILE HOME. STATION IS A CONCRETE POST
 DD3085'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 22.6
 DD3085'FEET (6.9 M) SOUTHWEST OF THE CENTER OF THE ROAD, 21.0 FEET (6.4 M)
 DD3085'NORTHWEST OF THE CENTER OF THE DRIVEWAY, 70.8 FEET (21.6 M) SOUTH OF A
 DD3085'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 1.0 FOOT (0.3 M)
 DD3085'NORTHEAST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DD3085'STATION 045 051. RECOVERED BY T. HALL.
 DD3085
 DD3085                          STATION RECOVERY (2003)
 DD3085
 DD3085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3085'STATION IS LOCATED 7.4 MILES NORTH NORTHWEST OF JAMESTOWN, 20.1 MILES
 DD3085'SOUTH SOUTHEAST  OF KINGSTREE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3085'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DD3085'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3085'17 ALTERNATE (SAINT DELIGHT  ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD3085'ROAD), 5.65 MILES NORTH NORTHEAST OF  JAMESTOWN, GO WEST SOUTHWEST ON
 DD3085'HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE TO THE  JUNCTION OF STATE
 DD3085'ROAD 45, TURN RIGHT ON ROAD 45 FOR 5.35 MILES TO THE STATION ON THE
 DD3085'LEFT IN THE WEST ANGLE OF A DRIVEWAY LEADING TO A TWO STORY
 DD3085'VINYL-SIDED HOUSE. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND
 DD3085'0.5 FOOT BELOW THE ROAD, 23.0 FEET  SOUTHWEST OF THE CENTER OF THE
 DD3085'ROAD, 55.3 FEET NORTHWEST OF THE NORTHWEST END OF  A 1.5-FOOT PVC PIPE
 DD3085'CULVERT BENEATH THE DRIVEWAY, 45.2 FEET NORTHWEST OF THE  NORTHWEST
 DD3085'DECORATIVE FENCE POST AT THE DRIVEWAY, 4.7 FEET NORTHEAST OF A WITNESS
 DD3085'POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 045 051.
 DD3085'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3766 ***********************************************************************
 DD3766  DESIGNATION -  045 051 RM 1
 DD3766  PID         -  DD3766
 DD3766  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3766  USGS QUAD   -  TRIO (1973)
 DD3766
 DD3766                         *CURRENT SURVEY CONTROL
 DD3766  ___________________________________________________________________
 DD3766* NAD 83(1986)-  33 23 23.     (N)    079 44 00.     (W)     SCALED    
 DD3766* NAVD 88     -        15.557  (meters)      51.04   (feet)  ADJUSTED  
 DD3766  ___________________________________________________________________
 DD3766  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD3766  DYNAMIC HT  -          15.540 (meters)      50.98  (feet)  COMP
 DD3766  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DD3766
 DD3766  VERT ORDER  -  FIRST     CLASS II
 DD3766
 DD3766.The horizontal coordinates were scaled from a topographic map and have
 DD3766.an estimated accuracy of +/- 6 seconds.
 DD3766
 DD3766.The orthometric height was determined by differential leveling
 DD3766.and adjusted by the National Geodetic Survey in June 1994..
 DD3766
 DD3766.The geoid height was determined by GEOID03.
 DD3766
 DD3766.The dynamic height is computed by dividing the NAVD 88
 DD3766.geopotential number by the normal gravity value computed on the
 DD3766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3766.degrees latitude (g = 980.6199 gals.).
 DD3766
 DD3766.The modeled gravity was interpolated from observed gravity values.
 DD3766
 DD3766;                    North         East    Units  Estimated Accuracy
 DD3766;SPC SC       -   173,320.      727,430.      MT  (+/- 180 meters Scaled)
 DD3766
 DD3766                          SUPERSEDED SURVEY CONTROL
 DD3766
 DD3766.No superseded survey control is available for this station.
 DD3766
 DD3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS178952(NAD 83)
 DD3766_MARKER: DD = SURVEY DISK
 DD3766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3766_SP_SET: CONCRETE POST
 DD3766_STAMPING: RM 1 045 051 1981
 DD3766_MARK LOGO: SCGS  
 DD3766_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD3766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3766+STABILITY: SURFACE MOTION
 DD3766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3766+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 DD3766
 DD3766  HISTORY     - Date     Condition        Report By
 DD3766  HISTORY     - 1981     MONUMENTED       SCGS
 DD3766  HISTORY     - 19930824 GOOD             SCGS
 DD3766
 DD3766                          STATION DESCRIPTION
 DD3766
 DD3766'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3766'STATION IS LOCATED 7.5 MILES (12.1 KM) NORTH NORTHWEST OF JAMESTOWN,
 DD3766'10.8 MILES (17.4 KM) WEST SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT,
 DD3766'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3766'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3766'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD3766'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO WEST
 DD3766'SOUTHWEST ON HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO
 DD3766'THE JUNCTION OF STATE ROAD 45, TURN RIGHT ON ROAD 45 FOR 3.55 MILES
 DD3766'(5.71 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT, CONTINUE ON ROAD 45
 DD3766'FOR 1.0 MILE (1.6 KM) TO A SAND ROAD RIGHT, TURN RIGHT ON THE SAND
 DD3766'ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION IN THE NORTH ANGLE OF A
 DD3766'FIELD ACCESS ROAD LEFT. STATION IS A CONCRETE POST PROJECTING 0.2
 DD3766'FOOT (6.1 CM) AND 2.0 FEET (0.6 M) ABOVE THE SAND ROAD, 10.5 FEET
 DD3766'(3.2 M) NORTHWEST OF THE CENTER OF THE SAND ROAD, 108.0 FEET
 DD3766'(32.9 M) SOUTH OF A POWER POLE 3086S WITH A TRANSFORMER AND A GUY
 DD3766'WIRE IN FRONT OF A MOBILE HOME, 35.0 FEET (10.7 M) NORTH OF SURVEY
 DD3766'STATION 045 051, 48.5 FEET (14.8 M) NORTH NORTHEAST OF A
 DD3766'MULTI-TRUNKED CHINABERRY TREE, 25.5 FEET (7.8 M) NORTHEAST OF THE
 DD3766'CENTER OF THE FIELD ACCESS ROAD, 1.1 FEET (0.3 M) SOUTHEAST OF A
 DD3766'WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3208 ***********************************************************************
 DD3208  DESIGNATION -  045 052
 DD3208  PID         -  DD3208
 DD3208  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3208  USGS QUAD   -  BLAKELY (1990)
 DD3208
 DD3208                         *CURRENT SURVEY CONTROL
 DD3208  ___________________________________________________________________
 DD3208* NAD 83(2001)-  33 24 58.30497(N)    079 45 03.86146(W)     ADJUSTED  
 DD3208* NAVD 88     -        15.4    (meters)      51.     (feet)  VERTCON   
 DD3208  ___________________________________________________________________
 DD3208  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 DD3208  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD3208
 DD3208  HORZ ORDER  -  SECOND
 DD3208
 DD3208.The horizontal coordinates were established by classical geodetic methods
 DD3208.and adjusted by the National Geodetic Survey in March 2004..
 DD3208
 DD3208.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3208
 DD3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3208
 DD3208.The geoid height was determined by GEOID03.
 DD3208
 DD3208;                    North         East     Units Scale Factor Converg.
 DD3208;SPC SC       -   176,235.971   725,739.543   MT  0.99980336   +0 41 32.7
 DD3208;SPC SC       -   578,202.00  2,381,035.25   iFT  0.99980336   +0 41 32.7
 DD3208;UTM  17      - 3,698,125.057   616,122.394   MT  0.99976625   +0 41 16.4
 DD3208
 DD3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3208!SPC SC       -   1.00000277  x   0.99980336  =   0.99980613
 DD3208!UTM  17      -   1.00000277  x   0.99976625  =   0.99976902
 DD3208
 DD3208|---------------------------------------------------------------------|
 DD3208| PID    Reference Object                     Distance      Geod. Az  |
 DD3208|                                                           dddmmss.s |
 DD3208| DD3087 045 052 AZ MK                       350.068 METERS 02253     |
 DD3208| DD3767 045 052 RM 1                          9.487 METERS 19301     |
 DD3208|---------------------------------------------------------------------|
 DD3208
 DD3208                          SUPERSEDED SURVEY CONTROL
 DD3208
 DD3208  NAD 83(1986)-  33 24 58.31538(N)    079 45 03.86392(W) AD(       ) 2
 DD3208  NAD 27      -  33 24 57.71542(N)    079 45 04.60678(W) AD(       ) 2
 DD3208  NGVD 29 (07/19/86)   15.7    (m)           52.     (f) VERT ANG       
 DD3208
 DD3208.Superseded values are not recommended for survey control.
 DD3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3208.See file dsdata.txt to determine how the superseded data were derived.
 DD3208
 DD3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1612298125(NAD 83)
 DD3208_MARKER: DD = SURVEY DISK
 DD3208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3208_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD3208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3208
 DD3208  HISTORY     - Date     Condition        Report By
 DD3208  HISTORY     - 1981     MONUMENTED       SCGS
 DD3208
 DD3208                          STATION DESCRIPTION
 DD3208
 DD3208'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD3208'THE STATION IS LOCATED 7.6 KM (4.75 MI) NORTH OF JAMESTOWN, ABOUT 4.0
 DD3208'KM (2.5 MI) SOUTHWEST OF TRIO POST OFFICE, ABOUT 5.6 KM (3.5 MI)
 DD3208'NORTHEAST OF THE SANTEE RIVER.  1.8 KM (1.1 MI) NORTH-NORTHWEST OF
 DD3208'STATION SUTTON 1934.  FOR INFORMATION CONTACT--  MR. GEORGE WEATHERS,
 DD3208'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, S.C.  29202,
 DD3208'TELEPHONE (803) 758-3414.
 DD3208'
 DD3208'TO REACH THE STATION FROM THE TRIO POST OFFICE, GO SOUTHWEST ON
 DD3208'HIGHWAY S-45-50 FOR 4.1 KM (2.55 MI) TO A CROSSROAD , TURN LEFT, GO
 DD3208'SOUTHERLY ON HIGHWAY S-45-50 FOR 4.8 KM (3.4 MI) TO THE STATION ON
 DD3208'LEFT.
 DD3208'
 DD3208'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD3208'---045 042 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD3208'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.0 METERS NE FROM
 DD3208'FROM CENTER OF STATE ROAD S-45-50,  1.7 METERS NW FROM METAL
 DD3208'WITNESS POST,  2.2 METERS SSW FROM ROAD SIGN, AND  9.2 METERS NW
 DD3208'FROM METAL WITNESS POST NEAR RM 1.
 DD3208'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3208'DISK STAMPED---045 042 1981---SET INTO AN IRREGULAR MASS OF
 DD3208'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD3208'
 DD3208'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD3208'DISK STAMPED  SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 DD3208'IN DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND LOCATED  6.5 METERS
 DD3208'NE FROM CENTER OF STATE ROAD S-45-50,  0.7 METERS NW FROM
 DD3208'METAL WITNESS POST, 11.6 METERS SSE FROM ROAD SIGN,  9.3 METERS
 DD3208'FROM METAL WITNESS POST NEAR STATION, AND 1 FOOT HIGHER THAN STATION.
 DD3208'
 DD3208'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD3208'STAMPED---045 052 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 DD3208'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED  4.3
 DD3208'METERS NE FROM CENTER OF STATE HIGHWAY,  1.5 METERS NW FROM
 DD3208'METAL WITNESS POST, AND 10.5 METERS NNW FROM APPROXIMATE CENTER
 DD3208'OF DRIVEWAY.
 DD3208'TO REACH THE AZIMUTH MARK FROM STATION, GO
 DD3208'0.3 KM (0.2 MI) NORTHERLY ON STATE HIGHWAY S-45-50 TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3087 ***********************************************************************
 DD3087  DESIGNATION -  045 052 AZ MK
 DD3087  PID         -  DD3087
 DD3087  STATE/COUNTY-  SC/WILLIAMSBURG
 DD3087  USGS QUAD   -  TRIO (1973)
 DD3087
 DD3087                         *CURRENT SURVEY CONTROL
 DD3087  ___________________________________________________________________
 DD3087* NAD 83(2001)-  33 25 08.77318(N)    079 44 58.59237(W)     ADJUSTED  
 DD3087* NAVD 88     -        14.5    (meters)      48.     (feet)  VERTCON   
 DD3087  ___________________________________________________________________
 DD3087  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 DD3087  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD3087
 DD3087  HORZ ORDER  -  SECOND
 DD3087
 DD3087.The horizontal coordinates were established by classical geodetic methods
 DD3087.and adjusted by the National Geodetic Survey in March 2004..
 DD3087
 DD3087.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3087
 DD3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3087
 DD3087.The geoid height was determined by GEOID03.
 DD3087
 DD3087;                    North         East     Units Scale Factor Converg.
 DD3087;SPC SC       -   176,560.043   725,871.741   MT  0.99980314   +0 41 35.6
 DD3087;SPC SC       -   579,265.23  2,381,468.97   iFT  0.99980314   +0 41 35.6
 DD3087;UTM  17      - 3,698,449.107   616,254.613   MT  0.99976662   +0 41 19.5
 DD3087
 DD3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3087!SPC SC       -   1.00000291  x   0.99980314  =   0.99980605
 DD3087!UTM  17      -   1.00000291  x   0.99976662  =   0.99976953
 DD3087
 DD3087                          SUPERSEDED SURVEY CONTROL
 DD3087
 DD3087  NAD 83(1986)-  33 25 08.78359(N)    079 44 58.59484(W) AD(       ) 2
 DD3087  NAD 27      -  33 25 08.18395(N)    079 44 59.33799(W) AD(       ) 2
 DD3087  NGVD 29 (07/19/86)   14.8    (m)           49.     (f) VERT ANG       
 DD3087
 DD3087.Superseded values are not recommended for survey control.
 DD3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3087.See file dsdata.txt to determine how the superseded data were derived.
 DD3087
 DD3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1625598449(NAD 83)
 DD3087_MARKER: DD = SURVEY DISK
 DD3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3087_SP_SET: CONCRETE POST
 DD3087_STAMPING: 045 052 1981 AZ MK
 DD3087_MARK LOGO: SCGS  
 DD3087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3087+STABILITY: SURFACE MOTION
 DD3087
 DD3087  HISTORY     - Date     Condition        Report By
 DD3087  HISTORY     - 1981     MONUMENTED       SCGS
 DD3087  HISTORY     - 19930920 GOOD             SCGS
 DD3087
 DD3087                          STATION DESCRIPTION
 DD3087
 DD3087'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3087'STATION IS LOCATED 11.0 MILES (17.7 KM) WEST SOUTHWEST OF ANDREWS, 5.0
 DD3087'MILES (8.0 KM) SOUTH SOUTHWEST OF TRIO. OWNERSHIP--SCDOT, DIRECTOR OF
 DD3087'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3087'803-737-1350. TO REACH THE STATION FROM THE TRIO POST OFFICE, GO
 DD3087'SOUTHWEST ON STATE ROAD 50 FOR 2.55 MILES (4.10 KM) TO THE JUNCTION
 DD3087'OF STATE ROAD 221, TURN LEFT ON ROAD 50 FOR 3.2 MILE (5.1 KM) TO THE
 DD3087'STATION ON THE RIGHT. STATION IS A CONCRETE POST FLUSH WITH THE
 DD3087'GROUND, 4.3 METERS (14.1 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY,
 DD3087'1.5 METERS (4.9 FT) NORTHWEST OF A WITNESS POST, 10.5 METERS
 DD3087'(34.4 FT) NORTH NORTHWEST OF THE CENTER OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1144 ***********************************************************************
 DD1144  DESIGNATION -  045 053
 DD1144  PID         -  DD1144
 DD1144  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1144  USGS QUAD   -  JAMESTOWN (1973)
 DD1144
 DD1144                         *CURRENT SURVEY CONTROL
 DD1144  ___________________________________________________________________
 DD1144* NAD 83(2001)-  33 21 27.61467(N)    079 39 23.43167(W)     ADJUSTED  
 DD1144* NAVD 88     -         8.685  (meters)      28.49   (feet)  ADJUSTED  
 DD1144  ___________________________________________________________________
 DD1144  X           -     957,489.087 (meters)                     COMP
 DD1144  Y           -  -5,246,083.152 (meters)                     COMP
 DD1144  Z           -   3,487,146.106 (meters)                     COMP
 DD1144  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 DD1144  ELLIP HEIGHT-         -24.77  (meters)          (10/01/04) GPS OBS
 DD1144  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DD1144  DYNAMIC HT  -           8.676 (meters)      28.46  (feet)  COMP
 DD1144  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DD1144
 DD1144  HORZ ORDER  -  FIRST
 DD1144  VERT ORDER  -  FIRST     CLASS II
 DD1144  ELLP ORDER  -  FOURTH    CLASS I
 DD1144
 DD1144.The horizontal coordinates were established by GPS observations
 DD1144.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1144
 DD1144.The orthometric height was determined by differential leveling
 DD1144.and adjusted by the National Geodetic Survey in June 1991..
 DD1144
 DD1144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1144
 DD1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1144
 DD1144.The ellipsoidal height was determined by GPS observations
 DD1144.and is referenced to NAD 83.
 DD1144
 DD1144.The geoid height was determined by GEOID03.
 DD1144
 DD1144.The dynamic height is computed by dividing the NAVD 88
 DD1144.geopotential number by the normal gravity value computed on the
 DD1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1144.degrees latitude (g = 980.6199 gals.).
 DD1144
 DD1144.The modeled gravity was interpolated from observed gravity values.
 DD1144
 DD1144;                    North         East     Units Scale Factor Converg.
 DD1144;SPC SC       -   169,856.975   734,617.055   MT  0.99980836   +0 44 41.4
 DD1144;SPC SC       -   557,273.54  2,410,160.94   iFT  0.99980836   +0 44 41.4
 DD1144;UTM  17      - 3,691,745.417   624,999.087   MT  0.99979264   +0 44 19.8
 DD1144
 DD1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1144!SPC SC       -   1.00000389  x   0.99980836  =   0.99981225
 DD1144!UTM  17      -   1.00000389  x   0.99979264  =   0.99979653
 DD1144
 DD1144:                Primary Azimuth Mark                     Grid Az
 DD1144:SPC SC       -  045 053 AZ MK                            041 28 21.9
 DD1144:UTM  17      -  045 053 AZ MK                            041 28 43.5
 DD1144
 DD1144|---------------------------------------------------------------------|
 DD1144| PID    Reference Object                     Distance      Geod. Az  |
 DD1144|                                                           dddmmss.s |
 DD1144| DD1143 045 053 AZ MK                       APPROX. 0.5 KM 0421303.3 |
 DD1144| DD1145 045 053 RM 1                         14.796 METERS 10731     |
 DD1144|---------------------------------------------------------------------|
 DD1144
 DD1144                          SUPERSEDED SURVEY CONTROL
 DD1144
 DD1144  NAD 83(2001)-  33 21 27.63947(N)    079 39 23.50785(W) AD(       ) 2
 DD1144  NAD 83(1986)-  33 21 27.65023(N)    079 39 23.51111(W) AD(       ) 2
 DD1144  NAD 27      -  33 21 27.04983(N)    079 39 24.25951(W) AD(       ) 2
 DD1144  NAVD 88 (10/01/04)    8.69   (m)           28.5    (f) LEVELING    3  
 DD1144  NGVD 29 (03/21/89)    8.986  (m)           29.48   (f) ADJUSTED    1 2
 DD1144
 DD1144.Superseded values are not recommended for survey control.
 DD1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1144.See file dsdata.txt to determine how the superseded data were derived.
 DD1144
 DD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2499991745(NAD 83)
 DD1144_MARKER: DD = SURVEY DISK
 DD1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1144_SP_SET: CONCRETE POST
 DD1144_STAMPING: HORZ 045 053 1981
 DD1144_MARK LOGO: SCGS  
 DD1144_PROJECTION: RECESSED 3 CENTIMETERS
 DD1144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1144+STABILITY: SURFACE MOTION
 DD1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1144+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 DD1144
 DD1144  HISTORY     - Date     Condition        Report By
 DD1144  HISTORY     - 1981     MONUMENTED       SCGS
 DD1144  HISTORY     - 1985     GOOD             SCGS
 DD1144  HISTORY     - 1987     GOOD             SCGS
 DD1144  HISTORY     - 19930504 GOOD             SCGS
 DD1144  HISTORY     - 20031209 GOOD             SCGS
 DD1144
 DD1144                          STATION DESCRIPTION
 DD1144
 DD1144'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH)
 DD1144'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF ANDREWS, ABOUT 0.2 MILE
 DD1144'SOUTH OF THE JUNCTION OF HIGHWAYS 17A AND 41.
 DD1144'
 DD1144'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1144'AND STATE HIGHWAY 41, WHICH IS ABOUT 9 MILES SOUTH OF ANDREWS, GO.
 DD1144'SOUTH ON 17A FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 DD1144'
 DD1144'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DD1144'---045 053 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 DD1144'INCHES IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 59.4
 DD1144'METERS S FROM THE THE SOUTHEAST CORNER OF WATERFORD GROCERY, 25.4
 DD1144'METERS NW FROM THE CENTER OF HIGHWAY,  4.7 METERS NE FROM THE CENTER
 DD1144'OF DIM ROAD, 33.8 METERS NNE FROM A 14 INCH CEDAR TREE,  1.8 METERS E
 DD1144'FROM A METAL WITNESS POST, AND 13.1 METERS W FROM A 12 INCH OAK TREE.
 DD1144'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1144'DISK STAMPED---045 053 1981---SET INTO AN IRREGULAR MASS OF
 DD1144'CONCRETE 1.2 METERS BELOW THE SURFACE.
 DD1144'
 DD1144'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DD1144'DISK STAMPED---045 053 RM 1 1981---SET INTO THE TOP OF A ROUND
 DD1144'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE
 DD1144'GROUND LOCATED 10.7 METERS NW FROM THE CENTER OF HIGHWAY,  5.5 METERS
 DD1144'S FROM THE THE 12 INCH OAK TREE, 16.1 METERS E FROM THE THE METAL
 DD1144'WITNESS POST,  7.0 METERS NW FROM THE THE WEST EDGE OF HIGHWAY, AND
 DD1144'IS LEVEL WITH THE STATION.
 DD1144'
 DD1144'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DD1144'STAMPED---045 053 AZ MK 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DD1144'MONUMENT 12 INCHES IN DIAMETER PROJECTING 1 INCHES ABOVE THE GROUND
 DD1144'LOCATED  5.8 METERS NW FROM THE CENTER OF HIGHWAY 41,  1.4 METERS SSE
 DD1144'FROM A METAL WITNESS POST,  9.1 METERS SE FROM THE POWER LINE POLE
 DD1144'WITH TRANSFORMER, AND 17.0 METERS E FROM THE POWER LINE POLE.
 DD1144'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAYS 17A
 DD1144'AND 41 FOR 0.25 MILE TO WHERE 17A GOES EAST AND 41 STRAIGHT AHEAD.
 DD1144'GO NORTH ON HIGHWAY 41 FOR 0.05 MILE TO THE MARK ON THE LEFT.
 DD1144
 DD1144                          STATION RECOVERY (1985)
 DD1144
 DD1144'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1144'9.1 KM (5.65 MI) NE FROM JAMESTOWN.
 DD1144'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1144'9.1 KILOMETERS (5.65 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1144'AND STATE HIGHWAY 41 FROM THE JAMESTOWN POST OFFICE, SET IN A CLEARED
 DD1144'AREA IN FRONT OF AN ABANDONED HOUSE AND A BARN ON THE SOUTHWEST SIDE
 DD1144'OF A SMALL CONVENIENCE STORE AT THE INTERSECTION OF COUNTY ROAD
 DD1144'S-45-45, 59.8 METERS (196.19 FEET) SOUTHWEST OF THE SOUTH CORNER OF
 DD1144'THE STORE, 38.2 METERS (125.33 FEET) SOUTH OF THE EAST CORNER OF THE
 DD1144'HOUSE, 42.0 METERS (137.8 FEET) EAST-NORTHEAST OF THE SOUTH CORNER OF
 DD1144'THE BARN, 34.1 METERS (111.88 FEET) NORTH-NORTHEAST OF A 12-INCH CEDAR
 DD1144'TREE, 25.2 METERS (82.68 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE
 DD1144'HIGHWAY.
 DD1144'THE MARK IS 0.50 METERS  E FROM A WITNESS POST.
 DD1144
 DD1144                          STATION RECOVERY (1987)
 DD1144
 DD1144'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1144'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD1144'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 8.95 KM
 DD1144'(5.55 MI) NORTHERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD1144'HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD1144'HIGHWAY 45 IN JAMESTOWN, SET NEAR A SHALLOW DITCH IN THE FRONT YARD
 DD1144'OF AN ABANDONED, DILAPITATED WOODEN HOUSE IN THE WEST-SOUTHWEST ANGLE
 DD1144'OF STATE ROAD 45, 0.1 KM (0.05 MI) SOUTHWEST OF THE JUNCTION OF STATE
 DD1144'ROAD 45, 25.15 METERS (82.5 FT) WEST-NORTHWEST OF THE CENTER OF THE
 DD1144'HIGHWAY, 7.64 METERS (25.1 FT) EAST OF A 30-INCH STUMP, 1.1 METERS
 DD1144'(3.6 FT) EAST OF THE CENTER OF THE DITCH, 37.9 METERS (124.3 FT)
 DD1144'SOUTH OF THE EAST CORNER OF THE HOUSE, 14.8 METERS (48.6 FT)
 DD1144'WEST-NORTHWEST OF SURVEY MARK 045 053 RM 1 SCGS.
 DD1144'THE MARK IS 0.47 METERS  ENE FROM  A WITNESS POST
 DD1144
 DD1144                          STATION RECOVERY (1993)
 DD1144
 DD1144'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD1144'STATION IS LOCATED 5.4 MILES (8.7 KM) NORTH NORTHEAST OF JAMESTOWN,
 DD1144'8.5 MILES (13.7 KM) SOUTHWEST OF ANDREWS. OWNERSHIP--DALE AND JUNE
 DD1144'MOORE, HIGHWAY 41 AND 17 ALTERNATE, ANDREWS, SC 29510. TO REACH THE
 DD1144'STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (SAINT DELIGHT
 DD1144'ROAD) AND STATE HIGHWAY 41 (COUNTY LINE ROAD), 5.6 MILES (9.0 KM)
 DD1144'NORTH NORTHEAST OF JAMESTOWN, GO WEST SOUTHWEST ON HIGHWAYS 41 AND 17
 DD1144'ALTERNATE FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 45,
 DD1144'CONTINUE ON HIGHWAYS 41 AND 17 ALTERNATE FOR 0.05 MILE (0.08 KM) TO
 DD1144'THE STATION ON THE RIGHT NEAR A CHAIN LINK FENCE LINE. STATION IS A
 DD1144'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 83.0
 DD1144'FEET (25.3 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 48.1 FEET
 DD1144'(14.7 M) WEST NORTHWEST OF SURVEY STATION 045 053 RM 1, 117.5 FEET
 DD1144'(35.8 M) NORTH NORTHEAST OF A POWER POLE NUMBER 12 WITH A GUY WIRE,
 DD1144'130.8 FEET (39.9 M) EAST OF THE NORTHEAST CORNER OF AN OLD WOODEN
 DD1144'BARN, 40.8 FEET (12.4 M) WEST NORTHWEST OF THE SOUTH CORNER POST OF
 DD1144'THE FENCE, 1.5 FEET (0.5 M) EAST OF A WITNESS POST. NOTE-STATION IS
 DD1144'INTERVISIBLE WITH SURVEY STATION 045 053 AZ MK. RECOVERED BY T. HALL.
 DD1144
 DD1144                          STATION RECOVERY (2003)
 DD1144
 DD1144'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1144'STATION IS LOCATED 5.4 MILES NORTH NORTHEAST OF JAMESTOWN, 23.6 MILES
 DD1144'SOUTH SOUTHEAST  OF KINGSTREE. OWNERSHIP--DALE AND JUNE MOORE, HIGHWAY
 DD1144'17A, ANDREWS, SC 29510, PHONE  843-387-6277. TO REACH THE STATION FROM
 DD1144'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (SAINT DELIGHT  ROAD) AND
 DD1144'STATE HIGHWAY 41 (COUNTY LINE ROAD), 5.65 MILES NORTH NORTHEAST OF
 DD1144'JAMESTOWN, GO WEST SOUTHWEST ON HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2
 DD1144'MILE TO THE  JUNCTION OF STATE ROAD 45, CONTINUE ON HIGHWAYS 41 AND 17
 DD1144'ALTERNATE FOR 0.05 MILE TO  THE STATION ON THE RIGHT IN A FENCED AREA
 DD1144'AMONG A FLOCK OF GAMECOCKS. STATION IS A CONCRETE POST RECESSED 0.1
 DD1144'FOOT AND LEVEL WITH THE HIGHWAYS, 81.5 FEET  NORTHWEST OF THE CENTER
 DD1144'OF THE HIGHWAY, 48.4 FEET WEST NORTHWEST OF SURVEY  STATION 045 053 RM
 DD1144'1, 40.2 FEET WEST NORTHWEST OF A WOODEN FENCE CORNER POST  WITH A SCGS
 DD1144'REFERENCE WASHER ATTACHED, 101.0 FEET NORTH OF A WOODEN GATE POST,
 DD1144'112.4 FEET NORTH NORTHEAST OF A 1.3-FOOT CEDAR TREE. NOTE-STATION IS
 DD1144'NOT INTERVISIBLE WITH SURVEY STATION 045 053 AZ MK. RECOVERED BY T.
 DD1144'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1143 ***********************************************************************
 DD1143  DESIGNATION -  045 053 AZ MK
 DD1143  PID         -  DD1143
 DD1143  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1143  USGS QUAD   -  JAMESTOWN (1973)
 DD1143
 DD1143                         *CURRENT SURVEY CONTROL
 DD1143  ___________________________________________________________________
 DD1143* NAD 83(2001)-  33 21 40.31513(N)    079 39 09.69944(W)     ADJUSTED  
 DD1143* NAVD 88     -         8.745  (meters)      28.69   (feet)  ADJUSTED  
 DD1143  ___________________________________________________________________
 DD1143  X           -     957,799.709 (meters)                     COMP
 DD1143  Y           -  -5,245,807.782 (meters)                     COMP
 DD1143  Z           -   3,487,472.952 (meters)                     COMP
 DD1143  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 DD1143  ELLIP HEIGHT-         -24.71  (meters)          (10/01/04) GPS OBS
 DD1143  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DD1143  DYNAMIC HT  -           8.736 (meters)      28.66  (feet)  COMP
 DD1143  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DD1143
 DD1143  HORZ ORDER  -  FIRST
 DD1143  VERT ORDER  -  FIRST     CLASS II
 DD1143  ELLP ORDER  -  FOURTH    CLASS I
 DD1143
 DD1143.The horizontal coordinates were established by GPS observations
 DD1143.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1143
 DD1143.The orthometric height was determined by differential leveling
 DD1143.and adjusted by the National Geodetic Survey in June 1994..
 DD1143
 DD1143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1143
 DD1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1143
 DD1143.The ellipsoidal height was determined by GPS observations
 DD1143.and is referenced to NAD 83.
 DD1143
 DD1143.The geoid height was determined by GEOID03.
 DD1143
 DD1143.The dynamic height is computed by dividing the NAVD 88
 DD1143.geopotential number by the normal gravity value computed on the
 DD1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1143.degrees latitude (g = 980.6199 gals.).
 DD1143
 DD1143.The modeled gravity was interpolated from observed gravity values.
 DD1143
 DD1143;                    North         East     Units Scale Factor Converg.
 DD1143;SPC SC       -   170,252.770   734,966.890   MT  0.99980803   +0 44 49.0
 DD1143;SPC SC       -   558,572.08  2,411,308.69   iFT  0.99980803   +0 44 49.0
 DD1143;UTM  17      - 3,692,141.170   625,348.957   MT  0.99979372   +0 44 27.6
 DD1143
 DD1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1143!SPC SC       -   1.00000388  x   0.99980803  =   0.99981191
 DD1143!UTM  17      -   1.00000388  x   0.99979372  =   0.99979760
 DD1143
 DD1143:                Primary Azimuth Mark                     Grid Az
 DD1143:SPC SC       -  045 053                                  221 28 21.8
 DD1143:UTM  17      -  045 053                                  221 28 43.2
 DD1143
 DD1143|---------------------------------------------------------------------|
 DD1143| PID    Reference Object                     Distance      Geod. Az  |
 DD1143|                                                           dddmmss.s |
 DD1143| DD1144 045 053                             APPROX. 0.5 KM 2221310.8 |
 DD1143|---------------------------------------------------------------------|
 DD1143
 DD1143                          SUPERSEDED SURVEY CONTROL
 DD1143
 DD1143  NAD 83(2001)-  33 21 40.34136(N)    079 39 09.77378(W) AD(       ) 2
 DD1143  NAD 83(1986)-  33 21 40.35217(N)    079 39 09.77711(W) AD(       ) 2
 DD1143  NAD 27      -  33 21 39.75144(N)    079 39 10.52506(W) AD(       ) 2
 DD1143  NAVD 88 (06/15/91)    8.752  (m)           28.71   (f) UNKNOWN     1 2
 DD1143  NGVD 29 (03/21/89)    9.053  (m)           29.70   (f) ADJUSTED    1 2
 DD1143
 DD1143.Superseded values are not recommended for survey control.
 DD1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1143.See file dsdata.txt to determine how the superseded data were derived.
 DD1143
 DD1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2534992141(NAD 83)
 DD1143_MARKER: DD = SURVEY DISK
 DD1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1143_SP_SET: CONCRETE POST
 DD1143_STAMPING: AZ MK 045 053 1981
 DD1143_MARK LOGO: SCGS  
 DD1143_PROJECTION: FLUSH
 DD1143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1143+STABILITY: SURFACE MOTION
 DD1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1143+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 DD1143
 DD1143  HISTORY     - Date     Condition        Report By
 DD1143  HISTORY     - 1981     MONUMENTED       SCGS
 DD1143  HISTORY     - 1985     GOOD             SCGS
 DD1143  HISTORY     - 1987     GOOD             SCGS
 DD1143  HISTORY     - 19930504 GOOD             SCGS
 DD1143  HISTORY     - 20031209 GOOD             SCGS
 DD1143
 DD1143                          STATION DESCRIPTION
 DD1143
 DD1143'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1143'9.6 KM (6.0 MI) NE FROM JAMESTOWN.
 DD1143'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1143'9.6 KILOMETERS (6.0 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1143'AND STATE HIGHWAY 41 FROM THE JAMESTOWN POST OFFICE, CONTINUE 0.1
 DD1143'KILOMETER (0.05 MILE) NORTHEAST ALONG STATE HIGHWAY 41, SET IN THE
 DD1143'SHOULDER OF THE HIGHWAY ACROSS FROM THE GOURDINES CHAPLE, 32.7 METERS
 DD1143'(107.28 FEET) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE CHAPLE,
 DD1143'17.5 METERS (57.41 FEET) EAST-NORTHEAST OF POWER POLE NUMBER 114 WITH
 DD1143'TWO GUY WIRES, 21.4 METERS (70.21 FEET) WEST-NORTHWEST OF A HEADSTONE
 DD1143'WITH THE MARKINGS OF HARTLEY, 6.0 METERS (19.69 FEET) NORTH-NORTHWEST
 DD1143'OF THE CENTERLINE OF STATE HIGHWAY 41.
 DD1143'THE MARK IS 1.50 METERS  SSE FROM A WITNESS POST.
 DD1143
 DD1143                          STATION RECOVERY (1987)
 DD1143
 DD1143'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1143'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD1143'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 9.4 KM
 DD1143'(5.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD1143'HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD1143'HIGHWAY 45 IN JAMESTOWN TO THE JUNCTION OF U.S. HIGHWAY 17
 DD1143'ALTERNATE, CONTINUE 0.1 KM (0.05 MI) NORTHEAST ALONG HIGHWAY 41, SET
 DD1143'IN THE HIGHWAY SHOULDER ACROSS FROM THE GOURDINES CHAPEL, 6.05 METERS
 DD1143'(19.8 FT) NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 36.8 METERS
 DD1143'(120.7 FT) NORTHWEST OF THE NORTH CORNER OF THE CONCRETE BLOCK
 DD1143'ADDITION TO THE CHAPEL, 19.55 METERS (64.1 FT) NORTH OF A POWER POLE
 DD1143'SERVICING THE CHAPEL, 8.8 METERS (28.9 FT) EAST-SOUTHEAST OF A POWER
 DD1143'POLE WITH A TRANSFORMER AND A GUY WIRE, 17.45 METERS (57.3 FT) EAST
 DD1143'OF POWER POLE 114/AY32 WITH TWO GUY WIRES.
 DD1143'THE MARK IS 1.57 METERS  SSE FROM  A WITNESS POST
 DD1143
 DD1143                          STATION RECOVERY (1993)
 DD1143
 DD1143'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD1143'STATION IS LOCATED 5.7 MILES (9.2 KM) NORTH NORTHEAST OF JAMESTOWN,
 DD1143'8.2 MILES (13.2 KM) SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR
 DD1143'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1143'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1143'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD1143'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO EAST
 DD1143'NORTHEAST ON HIGHWAY 41 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 DD1143'LEFT IN THE SHOULDER OF THE HIGHWAY AND ACROSS FROM AN OLD WOODEN
 DD1143'CHURCH. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 DD1143'WITH THE HIGHWAY, 19.2 FEET (5.9 M) NORTH NORTHWEST OF THE CENTER OF
 DD1143'THE HIGHWAY, 29.5 FEET (9.0 M) EAST SOUTHEAST OF A POWER POLE WITH A
 DD1143'TRANSFORMER AND A GUY WIRE, 57.0 FEET (17.4 M) EAST OF A POWER POLE
 DD1143'114/AY32 WITH TWO GUY WIRES, 72.5 FEET (22.1 M) WEST OF THE SOUTHWEST
 DD1143'END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO THE
 DD1143'BACK OF THE CHURCH, 5.2 FEET (1.6 M) SOUTH SOUTHEAST OF A WITNESS
 DD1143'POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 045 053.
 DD1143'RECOVERED BY T. HALL.
 DD1143
 DD1143                          STATION RECOVERY (2003)
 DD1143
 DD1143'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD1143'STATION IS LOCATED 5.7 MILES NORTH NORTHEAST OF JAMESTOWN, 23.45 MILES
 DD1143'SOUTH SOUTHEAST  OF KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1143'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DD1143'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1143'17 ALTERNATE (SAINT DELIGHT  ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD1143'ROAD), 5.65 MILES NORTH NORTHEAST OF  JAMESTOWN, GO EAST NORTHEAST ON
 DD1143'HIGHWAY 41 FOR 0.05 MILE TO THE STATION ON THE  LEFT IN THE SHOULDER
 DD1143'OF THE HIGHWAY NEAR A SCDOT HIGHWAY SIGN (BRIDGE ICES BEFORE  ROAD).
 DD1143'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD1143'HIGHWAY,  19.0 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 12.0
 DD1143'FEET WEST  SOUTHWEST OF THE METAL SCDOT HIGHWAY SIGN POST, 28.7 FEET
 DD1143'SOUTHEAST OF A  POWER POLE NUMBER 022854 WITH A TRANSFORMER AND TWO
 DD1143'GUY WIRES, 57.3 FEET  EAST OF A POWER POLE 114/AY32BQ WITH THREE GUY
 DD1143'WIRES. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 045 053.
 DD1143'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1145 ***********************************************************************
 DD1145  DESIGNATION -  045 053 RM 1
 DD1145  PID         -  DD1145
 DD1145  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1145  USGS QUAD   -  JAMESTOWN (1973)
 DD1145
 DD1145                         *CURRENT SURVEY CONTROL
 DD1145  ___________________________________________________________________
 DD1145* NAD 83(1986)-  33 21 28.     (N)    079 39 23.     (W)     SCALED    
 DD1145* NAVD 88     -         8.626  (meters)      28.30   (feet)  ADJUSTED  
 DD1145  ___________________________________________________________________
 DD1145  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DD1145  DYNAMIC HT  -           8.617 (meters)      28.27  (feet)  COMP
 DD1145  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DD1145
 DD1145  VERT ORDER  -  FIRST     CLASS II
 DD1145
 DD1145.The horizontal coordinates were scaled from a topographic map and have
 DD1145.an estimated accuracy of +/- 6 seconds.
 DD1145
 DD1145.The orthometric height was determined by differential leveling
 DD1145.and adjusted by the National Geodetic Survey in June 1991..
 DD1145
 DD1145.The geoid height was determined by GEOID03.
 DD1145
 DD1145.The dynamic height is computed by dividing the NAVD 88
 DD1145.geopotential number by the normal gravity value computed on the
 DD1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1145.degrees latitude (g = 980.6199 gals.).
 DD1145
 DD1145.The modeled gravity was interpolated from observed gravity values.
 DD1145
 DD1145;                    North         East    Units  Estimated Accuracy
 DD1145;SPC SC       -   169,870.      734,630.      MT  (+/- 180 meters Scaled)
 DD1145
 DD1145                          SUPERSEDED SURVEY CONTROL
 DD1145
 DD1145  NGVD 29 (03/21/89)    8.928  (m)           29.29   (f) ADJUSTED    1 2
 DD1145
 DD1145.Superseded values are not recommended for survey control.
 DD1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1145.See file dsdata.txt to determine how the superseded data were derived.
 DD1145
 DD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS250917(NAD 83)
 DD1145_MARKER: DD = SURVEY DISK
 DD1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1145_SP_SET: CONCRETE POST
 DD1145_STAMPING: RM 1 045 053 1981
 DD1145_MARK LOGO: SCGS  
 DD1145_PROJECTION: PROJECTING 5 CENTIMETERS
 DD1145_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1145+STABILITY: SURFACE MOTION
 DD1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1145+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DD1145
 DD1145  HISTORY     - Date     Condition        Report By
 DD1145  HISTORY     - 1981     MONUMENTED       SCGS
 DD1145  HISTORY     - 1985     GOOD             SCGS
 DD1145  HISTORY     - 1987     GOOD             SCGS
 DD1145  HISTORY     - 19930504 GOOD             SCGS
 DD1145
 DD1145                          STATION DESCRIPTION
 DD1145
 DD1145'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1145'9.1 KM (5.65 MI) NE FROM JAMESTOWN.
 DD1145'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1145'9.1 KILOMETERS (5.65 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1145'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, SET IN A
 DD1145'CLEARED AREA IN FRONT OF AN ABANDONED HOUSE AND A BARN ON THE
 DD1145'SOUTHWEST SIDE OF A SMALL CONVENIENCE STORE AT THE INTERSECTION OF
 DD1145'COUNTY ROAD S-45-45, 57.0 METERS (187.01 FEET) SOUTH-SOUTHWEST OF THE
 DD1145'SOUTH CORNER OF THE STORE, 53.8 METERS (176.51 FEET) EAST-NORTHEAST OF
 DD1145'THE SOUTH CORNER OF THE BARN, 37.5 METERS (123.03 FEET) NORTHEAST OF A
 DD1145'12-INCH CEDAR TREE, 14.79 METERS (48.52 FEET) EAST-SOUTHEAST OF
 DD1145'STATION 045 053 SCGS, 45.2 METERS (148.29 FEET) SOUTH-SOUTHEAST OF THE
 DD1145'EAST CORNER OF THE HOUSE, 10.71 METERS (35.14 FEET) WEST-NORTHWEST OF
 DD1145'THE CENTERLINE OF THE HIGHWAY.
 DD1145'THE MARK IS 0.28 METERS  W FROM A WITNESS POST.
 DD1145
 DD1145                          STATION RECOVERY (1987)
 DD1145
 DD1145'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1145'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD1145'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 8.95 KM
 DD1145'(5.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD1145'HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE
 DD1145'HIGHWAY 45 IN JAMESTOWN, SET IN FRONT OF AN ABANDONED, DILAPITATED
 DD1145'WOODEN HOUSE IN THE WEST-SOUTHWEST ANGLE OF STATE ROAD 45, 0.1 KM
 DD1145'(0.05 MI) SOUTHWEST OF THE JUNCTION OF STATE ROAD 45, 10.6 METERS
 DD1145'(34.8 FT) WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 45.2 METERS
 DD1145'(148.3 FT) SOUTH-SOUTHEAST OF THE EAST CORNER OF THE HOUSE, 32.85
 DD1145'METERS (107.8 FT) NORTH-NORTHWEST OF POWER POLE 12/Y38 WITH THREE GUY
 DD1145'WIRES, 42.2 METERS (138.4 FT) SOUTH-SOUTHWEST OF POWER POLE AY37/119
 DD1145'WITH THREE GUY WIRES.
 DD1145'THE MARK IS 0.28 METERS  E FROM  A WITNESS POST
 DD1145
 DD1145                          STATION RECOVERY (1993)
 DD1145
 DD1145'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD1145'STATION IS LOCATED 5.4 MILES (8.7 KM) NORTH NORTHEAST OF JAMESTOWN,
 DD1145'8.5 MILES (13.7 KM) SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR
 DD1145'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1145'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1145'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD1145'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO WEST
 DD1145'SOUTHWEST ON HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO
 DD1145'THE JUNCTION OF STATE ROAD 45, CONTINUE ON HIGHWAYS 41 AND 17
 DD1145'ALTERNATE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 DD1145'CHAIN LINK FENCE POST. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT
 DD1145'(6.1 CM) AND LEVEL WITH THE HIGHWAY, 48.1 FEET (14.7 M) EAST
 DD1145'SOUTHEAST OF SURVEY STATION 045 053, 34.7 FEET (10.6 M) WEST
 DD1145'NORTHWEST OF THE CENTER OF THE HIGHWAY, 8.0 FEET (2.4 M) EAST OF THE
 DD1145'SOUTH CORNER OF THE FENCE, 185.5 FEET (56.5 M) SOUTH SOUTHWEST OF THE
 DD1145'SOUTH CORNER OF A WOODEN GROCERY STORE, 121.8 FEET (37.1 M) NORTHEAST
 DD1145'OF A POWER POLE NUMBER 12 WITH A GUY WIRE, 0.9 FOOT (27.4 CM)
 DD1145'NORTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1822 ***********************************************************************
 DE1822  DESIGNATION -  045 054 AZ MK
 DE1822  PID         -  DE1822
 DE1822  STATE/COUNTY-  SC/WILLIAMSBURG
 DE1822  USGS QUAD   -  BUTLERS BAY (1987)
 DE1822
 DE1822                         *CURRENT SURVEY CONTROL
 DE1822  ___________________________________________________________________
 DE1822* NAD 83(2001)-  33 32 44.92165(N)    080 04 19.44712(W)     ADJUSTED  
 DE1822* NAVD 88     -        33.6    (meters)     110.     (feet)  VERTCON   
 DE1822  ___________________________________________________________________
 DE1822  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 DE1822  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DE1822
 DE1822  HORZ ORDER  -  SECOND
 DE1822
 DE1822.The horizontal coordinates were established by classical geodetic methods
 DE1822.and adjusted by the National Geodetic Survey in March 2004..
 DE1822
 DE1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1822
 DE1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1822
 DE1822.The geoid height was determined by GEOID03.
 DE1822
 DE1822;                    North         East     Units Scale Factor Converg.
 DE1822;SPC SC       -   190,294.209   695,761.554   MT  0.99979597   +0 30 52.0
 DE1822;SPC SC       -   624,324.83  2,282,682.26   iFT  0.99979597   +0 30 52.0
 DE1822;UTM  17      - 3,712,183.838   586,147.301   MT  0.99969149   +0 30 46.1
 DE1822
 DE1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1822!SPC SC       -   0.99999976  x   0.99979597  =   0.99979573
 DE1822!UTM  17      -   0.99999976  x   0.99969149  =   0.99969125
 DE1822
 DE1822                          SUPERSEDED SURVEY CONTROL
 DE1822
 DE1822  NAD 83(1986)-  33 32 44.93122(N)    080 04 19.44843(W) AD(       ) 2
 DE1822  NAD 27      -  33 32 44.34016(N)    080 04 20.14726(W) AD(       ) 2
 DE1822  NGVD 29 (07/19/86)   33.9    (m)          111.     (f) VERT ANG       
 DE1822
 DE1822.Superseded values are not recommended for survey control.
 DE1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1822.See file dsdata.txt to determine how the superseded data were derived.
 DE1822
 DE1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT8614712184(NAD 83)
 DE1822_MARKER: DD = SURVEY DISK
 DE1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1822_SP_SET: CONCRETE POST
 DE1822_STAMPING: 045 054 1982 AZ MK
 DE1822_MARK LOGO: SCGS  
 DE1822_PROJECTION: FLUSH
 DE1822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1822+STABILITY: SURFACE MOTION
 DE1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1822+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 DE1822
 DE1822  HISTORY     - Date     Condition        Report By
 DE1822  HISTORY     - 1982     MONUMENTED       SCGS
 DE1822  HISTORY     - 19930920 GOOD             SCGS
 DE1822  HISTORY     - 20041012 GOOD             SCGS
 DE1822
 DE1822                          STATION DESCRIPTION
 DE1822
 DE1822'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1822'STATION IS LOCATED 5.5 MILES (8.9 KM) SOUTHWEST OF GREELEYVILLE.
 DE1822'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1822'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1822'JUNCTION OF U.S. HIGHWAY 521 AND STATE HIGHWAY 375 IN GREELEYVILLE,
 DE1822'GO SOUTH ON HIGHWAY 375 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF
 DE1822'STATE ROAD 48, TURN RIGHT ON ROAD 48 FOR 5.5 MILES (8.9 KM) TO THE
 DE1822'JUNCTION OF STATE ROAD 393, TURN RIGHT ON ROAD 393 FOR 0.2 MILE
 DE1822'(0.3 KM) TO THE STATION ON THE RIGHT. STATION IS A CONCRETE POST
 DE1822'PROJECTING 0.3 FOOT.
 DE1822
 DE1822                          STATION RECOVERY (2004)
 DE1822
 DE1822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1822'STATION IS LOCATED 5.3 MILES WEST SOUTHWEST OF GREELEYVILLE, 16.2
 DE1822'MILES WEST SOUTHWEST  OF KINGSTREE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1822'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE1822'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1822'521 (SOCIETY ROAD), STATE HIGHWAY  375 (MACKEY STREET AND STATE ROAD
 DE1822'49 IN GREELEYVILLE, GO SOUTH ON HIGHWAY 375 FOR  1.0 MILE TO THE
 DE1822'JUNCTION OF STATE ROAD 48, TURN RIGHT ON ROAD 48 FOR 5.5 MILES TO  THE
 DE1822'JUNCTION OF STATE ROAD 393, TURN RIGHT ON ROAD 393 FOR 0.2 MILE TO THE
 DE1822'STATION  ON THE RIGHT NEAR THE TREE LINE. STATION IS A CONCRETE POST
 DE1822'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 25.4 FEET  EAST OF THE
 DE1822'CENTER OF THE ROAD, 15.1 FEET SOUTH OF A 1.3-FOOT PINE TREE WITH A
 DE1822'LONGLANDS  PLANTATION POSTED NOTICE SIGN, 2.3 FEET SOUTH OF A WITNESS
 DE1822'POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1819 ***********************************************************************
 DE1819  DESIGNATION -  045 055
 DE1819  PID         -  DE1819
 DE1819  STATE/COUNTY-  SC/WILLIAMSBURG
 DE1819  USGS QUAD   -  BUTLERS BAY (1987)
 DE1819
 DE1819                         *CURRENT SURVEY CONTROL
 DE1819  ___________________________________________________________________
 DE1819* NAD 83(2001)-  33 36 25.88437(N)    080 01 51.38020(W)     ADJUSTED  
 DE1819* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 DE1819  ___________________________________________________________________
 DE1819  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DE1819  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 DE1819
 DE1819  HORZ ORDER  -  SECOND
 DE1819
 DE1819.The horizontal coordinates were established by classical geodetic methods
 DE1819.and adjusted by the National Geodetic Survey in March 2004..
 DE1819
 DE1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1819
 DE1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1819
 DE1819.The geoid height was determined by GEOID03.
 DE1819
 DE1819;                    North         East     Units Scale Factor Converg.
 DE1819;SPC SC       -   197,135.350   699,516.655   MT  0.99979424   +0 32 14.1
 DE1819;SPC SC       -   646,769.52  2,295,002.15   iFT  0.99979424   +0 32 14.1
 DE1819;UTM  17      - 3,719,024.217   589,902.177   MT  0.99969964   +0 32 11.1
 DE1819
 DE1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1819!SPC SC       -   1.00000104  x   0.99979424  =   0.99979528
 DE1819!UTM  17      -   1.00000104  x   0.99969964  =   0.99970068
 DE1819
 DE1819|---------------------------------------------------------------------|
 DE1819| PID    Reference Object                     Distance      Geod. Az  |
 DE1819|                                                           dddmmss.s |
 DE1819| DE2596 045 055 RM 1                         16.185 METERS 13429     |
 DE1819| DE1820 045 055 AZ MK                       APPROX. 1.4 KM 3123855.3 |
 DE1819|---------------------------------------------------------------------|
 DE1819
 DE1819                          SUPERSEDED SURVEY CONTROL
 DE1819
 DE1819  NAD 83(1986)-  33 36 25.89294(N)    080 01 51.38304(W) AD(       ) 2
 DE1819  NAD 27      -  33 36 25.30067(N)    080 01 52.10026(W) AD(       ) 2
 DE1819  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG       
 DE1819
 DE1819.Superseded values are not recommended for survey control.
 DE1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1819.See file dsdata.txt to determine how the superseded data were derived.
 DE1819
 DE1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT8990219024(NAD 83)
 DE1819_MARKER: DD = SURVEY DISK
 DE1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE1819
 DE1819  HISTORY     - Date     Condition        Report By
 DE1819  HISTORY     - 1982     MONUMENTED       SCGS
 DE1819  HISTORY     - 20050329 MARK NOT FOUND   SCGS
 DE1819
 DE1819                          STATION DESCRIPTION
 DE1819
 DE1819'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1819'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHWEST OF GREELEYVILLE,
 DE1819'ABOUT 12.9 KM (8 MI) NORTH OF THE SANTEE RIVER, ON THE SOUTHWEST
 DE1819'SHOULDER OF U.S. HIGHWAY 521, 1.0 KM (0.6 MI) NORTHEAST OF THE
 DE1819'CLARENDON COUNTY LINE.
 DE1819'
 DE1819'TO REACH THE STATION FROM MURRAY HIGHSCGOOL AT THE JUNCTION OF
 DE1819'S-45-26 AND U.S. HIGHWAY 521 ON THE NORTHWEST SIDE OF GREELEYVILLE,
 DE1819'GO NORTHWEST ALONG U.S. HIGHWAY 521 FOR 4.0 KM (2.5 MI) TO THE
 DE1819'STATION ON THE LEFT, OPPOSITE A DITCH CROSSING.
 DE1819'
 DE1819'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1819'---045 055 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 DE1819'CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  5.3 METERS SW FROM THE
 DE1819'THE CENTER LINE OF THE HIGHWAY,  7.0 METERS E FROM AN 18 INCH PINE
 DE1819'TREE WITH A NO TRESSPASSING SIGN,  2.1 METERS NW FROM THE THE
 DE1819'EXTENDED CENTER LINE OF THE DITCH CROSSING, AND  1.5 METERS NE FROM A
 DE1819'METAL WITNESS POST.
 DE1819'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1819'DISK STAMPED---045 055 1982---SET INTO AN IRREGULAR MASS OF
 DE1819'CONCRETE 1.1 METERS BELOW THE SURFACE.
 DE1819'
 DE1819'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY
 DE1819'DISK STAMPED---045 055 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1819'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  6.0 METERS
 DE1819'SW FROM THE THE CENTER LINE OF U.S. HIGHWAY 521, 16.2 METERS SE FROM
 DE1819'A METAL WITNESS POST,  5.2 METERS NNE FROM A 20 INCH PINE TREE WITH A
 DE1819'NO TRESSPASSING SIGN, 18.4 METERS S FROM THE THE SOUTHEAST END OF A
 DE1819'TILE CULVERT UNDER THE, FROM DITCH CROSSING, AND IS LEVEL WITH THE
 DE1819'STATION.
 DE1819'
 DE1819'AZIMUTH MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK
 DE1819'STAMPED---045 055 1981---SET INTO THE TOP OF A ROUND CONCRETE
 DE1819'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED  4.6 METERS
 DE1819'SW FROM THE THE CENTER LINE OF THE HIGHWAY, 18.0 METERS SE FROM THE
 DE1819'THE CENTER LINE OF A PAVED DITCH CROSSING, 14.8 METERS E FROM THE THE
 DE1819'SOUTHEAST END OF A 4 FOOT CULVERT, AND  2.8 METERS NE FROM A METAL
 DE1819'WITNESS POST.
 DE1819'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ALONG U.S.
 DE1819'HIGHWAY 521 FOR 1.0 KM (0.6 MI) TO THE CLARENDON COUNTY LINE CONTINUE
 DE1819'AHEAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT SOUTHEAST OF A
 DE1819'PAVED DITCH CROSSING.
 DE1819
 DE1819                          STATION RECOVERY (2005)
 DE1819
 DE1819'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DE1819'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DE1819'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DE1819'LOCATE THIS STATION WITH NO  RESULTS, THE AREA HAS BEEN DISTURBED DUE
 DE1819'TO HIGHWAY SHOULDER WORK, PRESUMED  DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1820 ***********************************************************************
 DE1820  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1820  DESIGNATION -  045 055 AZ MK
 DE1820  PID         -  DE1820
 DE1820  STATE/COUNTY-  SC/CLARENDON
 DE1820  USGS QUAD   -  BUTLERS BAY (1987)
 DE1820
 DE1820                         *CURRENT SURVEY CONTROL
 DE1820  ___________________________________________________________________
 DE1820* NAD 83(2001)-  33 36 56.96718(N)    080 02 31.71514(W)     ADJUSTED  
 DE1820* NAVD 88     -        24.73   (meters)      81.1    (feet)  GPS OBS   
 DE1820  ___________________________________________________________________
 DE1820  X           -     919,429.127 (meters)                     COMP
 DE1820  Y           -  -5,236,863.179 (meters)                     COMP
 DE1820  Z           -   3,511,035.595 (meters)                     COMP
 DE1820  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DE1820  ELLIP HEIGHT-          -7.40  (meters)          (06/10/05) GPS OBS
 DE1820  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DE1820
 DE1820  HORZ ORDER  -  FIRST
 DE1820  ELLP ORDER  -  FOURTH    CLASS II
 DE1820
 DE1820.The horizontal coordinates were established by GPS observations
 DE1820.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DE1820
 DE1820.The orthometric height was determined by GPS observations and a
 DE1820.high-resolution geoid model using precise GPS observation and
 DE1820.processing techniques.
 DE1820
 DE1820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1820
 DE1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1820
 DE1820.The ellipsoidal height was determined by GPS observations
 DE1820.and is referenced to NAD 83.
 DE1820
 DE1820.The geoid height was determined by GEOID03.
 DE1820
 DE1820;                    North         East     Units Scale Factor Converg.
 DE1820;SPC SC       -   198,083.076   698,468.207   MT  0.99979409   +0 31 51.7
 DE1820;SPC SC       -   649,878.86  2,291,562.36   iFT  0.99979409   +0 31 51.7
 DE1820;UTM  17      - 3,719,971.866   588,853.842   MT  0.99969733   +0 31 49.2
 DE1820
 DE1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1820!SPC SC       -   1.00000116  x   0.99979409  =   0.99979525
 DE1820!UTM  17      -   1.00000116  x   0.99969733  =   0.99969849
 DE1820
 DE1820                          SUPERSEDED SURVEY CONTROL
 DE1820
 DE1820  NAD 83(2001)-  33 36 56.96837(N)    080 02 31.71622(W) AD(       ) 2
 DE1820  NAD 83(1986)-  33 36 56.97688(N)    080 02 31.71911(W) AD(       ) 2
 DE1820  NAD 27      -  33 36 56.38639(N)    080 02 32.43406(W) AD(       ) 2
 DE1820  NGVD 29 (07/19/86)   26.3    (m)           86.     (f) VERT ANG       
 DE1820
 DE1820.Superseded values are not recommended for survey control.
 DE1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1820.See file dsdata.txt to determine how the superseded data were derived.
 DE1820
 DE1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT8885419972(NAD 83)
 DE1820_MARKER: DD = SURVEY DISK
 DE1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1820_SP_SET: CONCRETE POST
 DE1820_STAMPING: AZ MK 045-055 1982
 DE1820_MARK LOGO: SCGS  
 DE1820_PROJECTION: RECESSED 5 CENTIMETERS
 DE1820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1820+STABILITY: SURFACE MOTION
 DE1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1820+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 DE1820
 DE1820  HISTORY     - Date     Condition        Report By
 DE1820  HISTORY     - 1982     MONUMENTED       SCGS
 DE1820  HISTORY     - 19930920 GOOD             SCGS
 DE1820  HISTORY     - 20041013 GOOD             SCGS
 DE1820
 DE1820                          STATION DESCRIPTION
 DE1820
 DE1820'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1820'STATION IS LOCATED 3.8 MILES (6.1 KM) NORTHWEST OF GREELEYVILLE.
 DE1820'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1820'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE1820'JUNCTION OF U.S. HIGHWAYS 521 AND 52, 2.6 MILES (4.2 KM) EAST OF
 DE1820'GREELEYVILLE, GO WEST ON HIGHWAY 521 FOR 2.9 MILES (4.7 KM) TO THE
 DE1820'JUNCTION OF STATE ROAD 375 LEFT AND U.S. HIGHWAY 521 RIGHT, TURN
 DE1820'RIGHT ON HIGHWAY 521 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE
 DE1820'ROAD 26, CONTINUE ON HIGHWAY 521 FOR 3.1 MILES (5.0 KM) TO THE
 DE1820'CLARENDON COUNTY LINE, CONTINUE ON HIGHWAY 521 FOR 0.25 MILE
 DE1820'(0.40 KM) TO THE STATION ON THE LEFT, SOUTHEAST OF A PAVED DITCH
 DE1820'CROSSING. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 4.6
 DE1820'METERS (15.1 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 18.0 METERS
 DE1820'(59.1 FT) SOUTHEAST OF THE CENTER OF THE PAVED DITCH CROSSING, 14.8
 DE1820'METERS (48.6 FT) EAST OF THE SOUTHEAST END OF A 4.0-FOOT CULVERT, 2.8
 DE1820'METERS (9.2 FT) NORTHEAST OF A WITNESS POST.
 DE1820
 DE1820                          STATION RECOVERY (2004)
 DE1820
 DE1820'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1820'STATION IS LOCATED 3.9 MILES NORTHWEST OF GREELEYVILLE, 11.15 MILES
 DE1820'EAST SOUTHEAST OF  MANNING.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1820'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE1820'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1820'521 (SOCIETY ROAD), STATE HIGHWAY  375 (MACKEY ROAD) AND STATE ROAD 49
 DE1820'IN GREELEYVILLE, GO NORTH NORTHWEST ON HIGHWAY 521  FOR 1.55 MILES TO
 DE1820'THE WILLIAMSBURG/CLARENDON COUNTY LINE, CONTINUE ON HIGHWAY 521  FOR
 DE1820'0.3 MILE TO THE STATION ON THE LEFT IN THE SHOULDER OF THE HIGHWAY ON
 DE1820'THE  SOUTHEAST SIDE OF A PAVED DITCH CROSSING/FIELD ACCESS SKIRT.
 DE1820'STATION IS A CONCRETE POST RECESSED BLANK FOOT AND LEVEL WITH THE
 DE1820'HIGHWAY,  15.7 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 48.0 FEET
 DE1820'EAST SOUTHEAST OF THE  SOUTHEAST END OF A 4.0-FOOT CONCRETE PIPE
 DE1820'CULVERT BENEATH THE DITCH CROSSING/FIELD  ACCESS SKIRT, 59.0 FEET
 DE1820'SOUTHEAST OF THE CENTER OF THE DITCH CROSSING/FIELD ACCESS  SKIRT.
 DE1820'NOTE-STATION IS RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3538 ***********************************************************************
 AE3538  HT_MOD      -  This is a Height Modernization Survey Station.
 AE3538  SACS        -  This is a Secondary Airport Control Station.
 AE3538  DESIGNATION -  04J A
 AE3538  PID         -  AE3538
 AE3538  STATE/COUNTY-  SC/DARLINGTON
 AE3538  USGS QUAD   -  DOVESVILLE (1963)
 AE3538
 AE3538                         *CURRENT SURVEY CONTROL
 AE3538  ___________________________________________________________________
 AE3538* NAD 83(2001)-  34 27 09.45333(N)    079 53 46.58184(W)     ADJUSTED  
 AE3538* NAVD 88     -        57.82   (meters)     189.7    (feet)  GPS OBS   
 AE3538  ___________________________________________________________________
 AE3538  X           -     923,649.965 (meters)                     COMP
 AE3538  Y           -  -5,183,388.209 (meters)                     COMP
 AE3538  Z           -   3,587,974.478 (meters)                     COMP
 AE3538  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AE3538  ELLIP HEIGHT-          26.09  (meters)          (04/13/06) GPS OBS
 AE3538  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 AE3538
 AE3538  HORZ ORDER  -  FIRST
 AE3538  ELLP ORDER  -  FOURTH    CLASS II
 AE3538
 AE3538.This mark is at Darlington County Airport (04J)
 AE3538
 AE3538.The horizontal coordinates were established by GPS observations
 AE3538.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2006..
 AE3538
 AE3538.The orthometric height was determined by GPS observations and a
 AE3538.high-resolution geoid model.
 AE3538
 AE3538.GPS derived orthometric heights for airport stations designated as
 AE3538.PACS or SACS are published to 2 decimal places.  This maintains
 AE3538.centimeter relative accuracy between the PACS and SACS.  It does
 AE3538.not indicate centimeter accuracy relative to other marks which are
 AE3538.part of the NAVD 88 network.
 AE3538
 AE3538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3538
 AE3538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3538
 AE3538.The ellipsoidal height was determined by GPS observations
 AE3538.and is referenced to NAD 83.
 AE3538
 AE3538.The geoid height was determined by GEOID03.
 AE3538
 AE3538;                    North         East     Units Scale Factor Converg.
 AE3538;SPC SC       -   291,016.881   711,010.203   MT  0.99988694   +0 36 42.9
 AE3538;SPC SC       -   954,779.79  2,332,710.64   iFT  0.99988694   +0 36 42.9
 AE3538;UTM  17      - 3,812,896.582   601,385.304   MT  0.99972670   +0 37 28.1
 AE3538
 AE3538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3538!SPC SC       -   0.99999590  x   0.99988694  =   0.99988284
 AE3538!UTM  17      -   0.99999590  x   0.99972670  =   0.99972261
 AE3538
 AE3538                          SUPERSEDED SURVEY CONTROL
 AE3538
 AE3538  NAD 83(2001)-  34 27 09.45328(N)    079 53 46.58194(W) AD(       ) 1
 AE3538  NAD 83(1995)-  34 27 09.45346(N)    079 53 46.58195(W) AD(       ) 1
 AE3538  ELLIP H (09/29/97)   26.08   (m)                       GP(       ) 4 2
 AE3538
 AE3538.Superseded values are not recommended for survey control.
 AE3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3538.See file dsdata.txt to determine how the superseded data were derived.
 AE3538
 AE3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0138512897(NAD 83)
 AE3538_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3538_STAMPING: 04J A 1996
 AE3538_MARK LOGO: NGS   
 AE3538_PROJECTION: FLUSH
 AE3538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3538+STABILITY: SURFACE MOTION
 AE3538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3538+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 AE3538
 AE3538  HISTORY     - Date     Condition        Report By
 AE3538  HISTORY     - 1996     MONUMENTED       SCGS
 AE3538  HISTORY     - 19971205 GOOD             NGS
 AE3538  HISTORY     - 20041229 GOOD             SCGS
 AE3538  HISTORY     - 20050926 GOOD             SCGS
 AE3538
 AE3538                          STATION DESCRIPTION
 AE3538
 AE3538'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3538'STATION IS LOCATED 10.5 MILES (16.9 KM) NORTH OF DARLINGTON, 3.3 MILES
 AE3538'(5.3 KM) NORTH OF DOVESVILLE.  OWNERSHIP--DARLINGTON COUNTY AIRPORT,
 AE3538'SAM LYLES, 313 G GRAHAM SEGARS PARKWAY, DARLINGTON, SC 29540, PHONE
 AE3538'803-393-2987.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AE3538'15 (HARTSVILLE HIGHWAY) AND 52, 401 (NORTH GOVERNOR WILLIAMS HIGHWAY)
 AE3538', 2.1 MILES (3.4 KM) SOUTHWEST OF SOCIETY HILL, GO SOUTH SOUTHWEST ON
 AE3538'HIGHWAYS 52 AND 401 FOR 3.5 MILES (5.6 KM) TO THE JUNCTION OF STATE
 AE3538'ROAD 545 (COUNTY AIRPORT ROAD) , TURN RIGHT ON ROAD 545 FOR 0.55 MILE
 AE3538'(0.89 KM) TO A PAVED CROSSROAD, CONTINUE AHEAD TO A CHAIN LINK FENCE
 AE3538'AND GATE ON THE SOUTHWEST SIDE OF THE AIRPORT TERMINAL BUILDING,
 AE3538'PROCEED THROUGH THE GATE AND TURN RIGHT FOR 0.15 MILE (0.24 KM) TO A
 AE3538'PAVED TAXIWAY LEFT LEADING NORTHWEST TO THE MAIN NORTHEAST/SOUTHWEST
 AE3538'RUNWAY, TURN LEFT ON THE TAXIWAY FOR 0.1 MILE (0.2 KM) TO THE MAIN
 AE3538'RUNWAY, TURN LEFT ON THE MAIN RUNWAY FOR 0.4 MILE (0.6 KM) TO A
 AE3538'SECONDARY RUNWAY CROSSING, TURN RIGHT AND PROCEED NORTH ON RUNWAY FOR
 AE3538'0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT NEAR A WINDSOCK IN A
 AE3538'CULTIVATED FIELD, JUST BEFORE REACHING AN EAST-WEST RUNWAY.  STATION
 AE3538'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE RUNWAY,
 AE3538'64.0 FEET (19.5 M) WEST NORTHWEST OF THE WINDSOCK, 126.0 FEET (38.4 M)
 AE3538'EAST NORTHEAST OF THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 95.2 FEET
 AE3538'(29.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE AND WOOD
 AE3538'DRAIN MARKED BY A WOOD POST, 300.0 FEET (91.4 M) SOUTH SOUTHWEST OF
 AE3538'THE SOUTH EDGE OF THE EAST-WEST RUNWAY. THIS STATION IS DESIGNATED AS
 AE3538'A SECONDARY AIRPORT CONTROL STATION. DESCRIBED BY R.W.  ROBERTS.
 AE3538
 AE3538                          STATION RECOVERY (1997)
 AE3538
 AE3538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3538'RECOVERED AS DESCRIBED.
 AE3538
 AE3538                          STATION RECOVERY (2004)
 AE3538
 AE3538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 AE3538'THE WINDSOCK IS GONE, WOOD POST NEAR GRATE IS GONE, DRAIN GRATE IS
 AE3538'CONCRETE AND METAL, ADD-1.1 FEET WEST OF A WITNESS POST, MAGNET WAS
 AE3538'BURIED BESIDE STATION.
 AE3538
 AE3538                          STATION RECOVERY (2005)
 AE3538
 AE3538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AE3538'STATION IS LOCATED 4.9 MI (7.89 KM) SOUTH-SOUTHWEST OF SOCIETY HILL,
 AE3538'10.6 MI (17.06 KM) NORTH OF DARLINGTON. OWNERSHIP--DARLINGTON COUNTY
 AE3538'AIRPORT, SAM LYLES, 313 G GRAHAM SEGARS PARKWAY, DARLINGTON, SC 29540,
 AE3538'PHONE 843-393-2987.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AE3538'HIGHWAYS 15 (HARTSVILLE HIGHWAY) AND 52, 401 (NORTH GOVERNOR WILLIAMS
 AE3538'HIGHWAY) , 2.1 MILES (3.4 KM) SOUTHWEST OF SOCIETY HILL, GO SOUTH
 AE3538'SOUTHWEST ON HIGHWAYS 52 AND 401 FOR 3.5 MILES (5.6 KM) TO THE
 AE3538'JUNCTION OF STATE ROAD 545 (G. GRAHAM SEGARS PARKWAY), TURN RIGHT ON
 AE3538'ROAD 545 FOR 0.55 MILE (0.89 KM) TO A PAVED CROSSROAD, CONTINUE AHEAD
 AE3538'TO A CHAIN LINK FENCE AND GATE ON THE SOUTHWEST SIDE OF THE AIRPORT
 AE3538'TERMINAL BUILDING, PROCEED THROUGH THE GATE AND TURN LEFT ON TAXIWAY
 AE3538'FOR 0.3 MI (0.48 KM) TO THE SOUTH END OF AN ABANDONED NORTH/SOUTH
 AE3538'RUNWAY, TURN RIGHT ON THE ABANDONED RUNWAY FOR 0.1 MI (0.16 KM) TO THE
 AE3538'PRIMARY NORTHEAST/SOUTHWEST RUNWAY, CONTINUE AHEAD CROSSING THE
 AE3538'PRIMARY RUNWAY FOR 0.8 MI (1.29 KM) TO THE STATION ON THE RIGHT AT THE
 AE3538'EDGE OF A CULTIVATED FIELD. STATION IS A CONCRETE POST FLUSH WITH THE
 AE3538'GROUND AND LEVEL WITH THE RUNWAY, 126.0 FT (38.4 M) EAST NORTHEAST OF
 AE3538'THE EAST EDGE OF THE ABANDONED NORTH/SOUTH RUNWAY, 300.0 FT (91.4 M)
 AE3538'SOUTH SOUTHWEST OF THE SOUTH EDGE OF AN ABANDONED EAST/WEST RUNWAY,
 AE3538'1.1 FT (0.3 M) WEST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE
 AE3538'WITH HORIZONTAL STATION DARLPORT (ONLY WHEN FIELDS ARE CUT) AND
 AE3538'AZIMUTH MARK DARLPORT AZ MK. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4130 ***********************************************************************
 AA4130  DESIGNATION -  07 HLZ
 AA4130  PID         -  AA4130
 AA4130  STATE/COUNTY-  SC/YORK
 AA4130  USGS QUAD   -  LOCKHART (1983)
 AA4130
 AA4130                         *CURRENT SURVEY CONTROL
 AA4130  ___________________________________________________________________
 AA4130* NAD 83(1986)-  34 51 11.     (N)    081 24 46.     (W)     SCALED    
 AA4130* NAVD 88     -       197.460  (meters)     647.83   (feet)  ADJUSTED  
 AA4130  ___________________________________________________________________
 AA4130  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 AA4130  DYNAMIC HT  -         197.271 (meters)     647.21  (feet)  COMP
 AA4130  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 AA4130
 AA4130  VERT ORDER  -  FIRST     CLASS II
 AA4130
 AA4130.The horizontal coordinates were scaled from a topographic map and have
 AA4130.an estimated accuracy of +/- 6 seconds.
 AA4130
 AA4130.The orthometric height was determined by differential leveling
 AA4130.and adjusted by the National Geodetic Survey in September 1998..
 AA4130
 AA4130.The geoid height was determined by GEOID03.
 AA4130
 AA4130.The dynamic height is computed by dividing the NAVD 88
 AA4130.geopotential number by the normal gravity value computed on the
 AA4130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4130.degrees latitude (g = 980.6199 gals.).
 AA4130
 AA4130.The modeled gravity was interpolated from observed gravity values.
 AA4130
 AA4130;                    North         East    Units  Estimated Accuracy
 AA4130;SPC SC       -   334,970.      571,850.      MT  (+/- 180 meters Scaled)
 AA4130
 AA4130                          SUPERSEDED SURVEY CONTROL
 AA4130
 AA4130.No superseded survey control is available for this station.
 AA4130
 AA4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU622568(NAD 83)
 AA4130_MARKER: DD = SURVEY DISK
 AA4130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4130_STAMPING: 648 07 HLZ 1971
 AA4130_MARK LOGO: USGS  
 AA4130_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA4130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4130+STABILITY: SURFACE MOTION
 AA4130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4130+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1993
 AA4130
 AA4130  HISTORY     - Date     Condition        Report By
 AA4130  HISTORY     - 1971     MONUMENTED       USGS
 AA4130  HISTORY     - 19930721 GOOD             SCGS
 AA4130  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AA4130  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AA4130
 AA4130                          STATION DESCRIPTION
 AA4130
 AA4130'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4130'STATION IS LOCATED NEAR A POWER POLE OPPOSITE THE JUNCTION OF STATE
 AA4130'HIGHWAYS 49 (LOCKHART ROAD) AND 322, 5.3 MILES (8.5 KM) NORTH
 AA4130'NORTHEAST OF LOCKHART. OWNERSHIP--POWER LINE RIGHT OF WAY. STATION IS
 AA4130'A CONCRETE POST PROJECTING 0.6 FOOT (18.3 CM) AND 1.0 FOOT (0.3 M)
 AA4130'ABOVE THE HIGHWAY, 60.0 FEET (18.3 M) WEST NORTHWEST OF THE CENTER OF
 AA4130'THE HIGHWAY, 2.0 FEET (0.6 M) NORTH NORTHEAST OF THE POWER POLE WITH A
 AA4130'SCGS REFERENCE WASHER ATTACHED, 155.1 FEET (47.3 M) NORTHWEST OF THE
 AA4130'EXTENDED CENTER OF HIGHWAY 322, 1.1 FEET (0.3 M) EAST SOUTHEAST OF A
 AA4130'WITNESS POST. RECOVERED BY C.E. GEOGHEGAN.
 AA4130
 AA4130                          STATION RECOVERY (2001)
 AA4130
 AA4130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA4130'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA4130
 AA4130                          STATION RECOVERY (2001)
 AA4130
 AA4130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA4130'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4223 ***********************************************************************
 AA4223  DESIGNATION -  09 001
 AA4223  PID         -  AA4223
 AA4223  STATE/COUNTY-  SC/CALHOUN
 AA4223  USGS QUAD   -  FORT MOTTE (1987)
 AA4223
 AA4223                         *CURRENT SURVEY CONTROL
 AA4223  ___________________________________________________________________
 AA4223* NAD 83(2001)-  33 41 53.21091(N)    080 40 48.35968(W)     ADJUSTED  
 AA4223* NAVD 88     -        86.682  (meters)     284.39   (feet)  ADJUSTED  
 AA4223  ___________________________________________________________________
 AA4223  X           -     860,253.000 (meters)                     COMP
 AA4223  Y           -  -5,241,835.404 (meters)                     COMP
 AA4223  Z           -   3,518,667.646 (meters)                     COMP
 AA4223  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AA4223  ELLIP HEIGHT-          55.28  (meters)          (05/06/05) GPS OBS
 AA4223  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 AA4223  DYNAMIC HT  -          86.593 (meters)     284.10  (feet)  COMP
 AA4223  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 AA4223
 AA4223  HORZ ORDER  -  FIRST
 AA4223  VERT ORDER  -  SECOND    CLASS I
 AA4223  ELLP ORDER  -  FOURTH    CLASS II
 AA4223
 AA4223.The horizontal coordinates were established by GPS observations
 AA4223.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AA4223
 AA4223.The orthometric height was determined by differential leveling
 AA4223.and adjusted by the National Geodetic Survey in September 1998..
 AA4223
 AA4223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4223
 AA4223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4223
 AA4223.The ellipsoidal height was determined by GPS observations
 AA4223.and is referenced to NAD 83.
 AA4223
 AA4223.The geoid height was determined by GEOID03.
 AA4223
 AA4223.The dynamic height is computed by dividing the NAVD 88
 AA4223.geopotential number by the normal gravity value computed on the
 AA4223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4223.degrees latitude (g = 980.6199 gals.).
 AA4223
 AA4223.The modeled gravity was interpolated from observed gravity values.
 AA4223
 AA4223;                    North         East     Units Scale Factor Converg.
 AA4223;SPC SC       -   206,842.540   639,251.874   MT  0.99979378   +0 10 38.5
 AA4223;SPC SC       -   678,617.26  2,097,283.05   iFT  0.99979378   +0 10 38.5
 AA4223;UTM  17      - 3,728,730.212   529,646.234   MT  0.99961083   +0 10 39.0
 AA4223
 AA4223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4223!SPC SC       -   0.99999132  x   0.99979378  =   0.99978510
 AA4223!UTM  17      -   0.99999132  x   0.99961083  =   0.99960216
 AA4223
 AA4223                          SUPERSEDED SURVEY CONTROL
 AA4223
 AA4223  NAVD 88 (05/06/05)   86.68   (m)          284.4    (f) LEVELING    3  
 AA4223
 AA4223.Superseded values are not recommended for survey control.
 AA4223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4223.See file dsdata.txt to determine how the superseded data were derived.
 AA4223
 AA4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT2964628730(NAD 83)
 AA4223_MARKER: DD = SURVEY DISK
 AA4223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4223_STAMPING: 09 001 1994
 AA4223_MARK LOGO: SCGS  
 AA4223_PROJECTION: FLUSH
 AA4223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4223+STABILITY: SURFACE MOTION
 AA4223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4223+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 AA4223
 AA4223  HISTORY     - Date     Condition        Report By
 AA4223  HISTORY     - 1994     MONUMENTED       SCGS
 AA4223  HISTORY     - 20031118 GOOD             SCGS
 AA4223
 AA4223                          STATION DESCRIPTION
 AA4223
 AA4223'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4223'STATION IS LOCATED 6.1 MILES (9.8 KM) EAST NORTHEAST OF ST. MATTHEWS,
 AA4223'2.8 MILES (4.5 KM) SOUTH OF FORT MOTTE. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4223'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 601 AND STATE
 AA4223'HIGHWAY 419, 7.1 MILES (11.4 KM) EAST NORTHEAST OF ST. MATTHEWS, GO
 AA4223'SOUTHWEST ON HIGHWAY 601 FOR 1.1 MILES (1.8 KM) TO THE STATION NEAR A
 AA4223'POWER POLE IN THE SIDE YARD OF A WOODEN HOUSE IN THE SOUTH ANGLE OF
 AA4223'THE JUNCTION OF STATE ROAD 43. STATION IS A CONCRETE POST FLUSH WITH
 AA4223'THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 36.6 FEET (11.2 M)
 AA4223'SOUTHWEST OF THE CENTER OF ROAD 43, 145.6 FEET (44.4 M) SOUTH
 AA4223'SOUTHEAST OF THE CENTER OF HIGHWAY 601, 3.4 FEET (1.0 M) NORTH
 AA4223'NORTHWEST OF THE POWER POLE NUMBER 240376 WITH THREE GUY WIRES AND A
 AA4223'TRANSFORMER, 51.3 FEET (15.6 M) EAST NORTHEAST OF THE NORTH CORNER OF
 AA4223'THE HOUSE, 3.0 FEET (0.9 M) NORTH NORTHWEST OF A WITNESS POST.
 AA4223'DESCRIBED BY R.W. ROBERTS.
 AA4223
 AA4223                          STATION RECOVERY (2003)
 AA4223
 AA4223'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4223'STATION IS LOCATED 6.1 MILES EAST NORTHEAST OF SAINT MATTHEWS, 9.9
 AA4223'MILES NORTH OF  CAMERON. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4223'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 AA4223'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AA4223'601 (COLONEL THOMSON HIGHWAY)  AND STATE HIGHWAY 419 (FORT MOTTE
 AA4223'ROAD), 7.1 MILES EAST NORTHEAST OF SAINT MATTHEWS,  GO SOUTHWEST ON
 AA4223'HIGHWAY 601 FOR 1.0 MILE TO THE STATION ON THE LEFT IN THE SOUTH ANGLE
 AA4223'OF THE JUNCTION OF STATE ROAD 43 (LONGSTREET ROAD). STATION IS A
 AA4223'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW THE ROAD,
 AA4223'124.4 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 36.8 FEET
 AA4223'SOUTHWEST  OF THE CENTER OF THE ROAD, 98.0 FEET NORTH NORTHEAST OF A
 AA4223'4.0-FOOT OAK TREE,  156.7 FEET SOUTHEAST OF A POWER POLE NUMBER
 AA4223'40/371217, 83.9 FEET SOUTH  SOUTHEAST OF A WITNESS POST. RECOVERED BY
 AA4223'R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4222 ***********************************************************************
 AA4222  DESIGNATION -  09 002
 AA4222  PID         -  AA4222
 AA4222  STATE/COUNTY-  SC/CALHOUN
 AA4222  USGS QUAD   -  FORT MOTTE (1987)
 AA4222
 AA4222                         *CURRENT SURVEY CONTROL
 AA4222  ___________________________________________________________________
 AA4222* NAD 83(1986)-  33 41 19.     (N)    080 41 55.     (W)     SCALED    
 AA4222* NAVD 88     -        79.868  (meters)     262.03   (feet)  ADJUSTED  
 AA4222  ___________________________________________________________________
 AA4222  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AA4222  DYNAMIC HT  -          79.786 (meters)     261.76  (feet)  COMP
 AA4222  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 AA4222
 AA4222  VERT ORDER  -  SECOND    CLASS I
 AA4222
 AA4222.The horizontal coordinates were scaled from a topographic map and have
 AA4222.an estimated accuracy of +/- 6 seconds.
 AA4222
 AA4222.The orthometric height was determined by differential leveling
 AA4222.and adjusted by the National Geodetic Survey in September 1998..
 AA4222
 AA4222.The geoid height was determined by GEOID03.
 AA4222
 AA4222.The dynamic height is computed by dividing the NAVD 88
 AA4222.geopotential number by the normal gravity value computed on the
 AA4222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4222.degrees latitude (g = 980.6199 gals.).
 AA4222
 AA4222.The modeled gravity was interpolated from observed gravity values.
 AA4222
 AA4222;                    North         East    Units  Estimated Accuracy
 AA4222;SPC SC       -   205,780.      637,540.      MT  (+/- 180 meters Scaled)
 AA4222
 AA4222                          SUPERSEDED SURVEY CONTROL
 AA4222
 AA4222.No superseded survey control is available for this station.
 AA4222
 AA4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT279276(NAD 83)
 AA4222_MARKER: DD = SURVEY DISK
 AA4222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4222_STAMPING: 09 002 1994
 AA4222_MARK LOGO: SCGS  
 AA4222_PROJECTION: FLUSH
 AA4222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4222+STABILITY: SURFACE MOTION
 AA4222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4222+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 AA4222
 AA4222  HISTORY     - Date     Condition        Report By
 AA4222  HISTORY     - 1994     MONUMENTED       SCGS
 AA4222  HISTORY     - 20031118 GOOD             SCGS
 AA4222
 AA4222                          STATION DESCRIPTION
 AA4222
 AA4222'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4222'STATION IS LOCATED 3.6 MILES (5.8 KM) SOUTH OF FORT MOTTE, 4.8 MILES
 AA4222'(7.7 KM) EAST NORTHEAST OF ST. MATTHEWS. OWNERSHIP--MARTI HANE, ROUTE
 AA4222'4, BOX 625, FORT MOTTE, SC 29135. TO REACH THE STATION FROM THE
 AA4222'JUNCTION OF U.S. HIGHWAY 601 AND STATE HIGHWAY 419, 7.1 MILES (11.4
 AA4222'KM) EAST NORTHEAST OF ST. MATTHEWS, GO SOUTHWEST ON HIGHWAY 601 FOR
 AA4222'1.7 MILES (2.7 KM) TO THE JUNCTION OF STATE ROAD 329, CONTINUE ON
 AA4222'HIGHWAY 601 FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE LEFT NEAR A
 AA4222'POWER POLE IN THE SIDE YARD OF A WOODEN HOUSE. STATION IS A CONCRETE
 AA4222'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 AA4222'225.1 FEET (68.6 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 6.4 FEET
 AA4222'(2.0 M) SOUTH SOUTHEAST OF THE POWER POLE NUMBER 371211 WITH A
 AA4222'TRANSFORMER AND TWO GUY WIRES, 86.5 FEET (26.4 M) NORTH OF THE NORTH
 AA4222'CORNER OF THE FRONT PORCH OF THE HOUSE, 7.0 FEET (2.1 M) SOUTH
 AA4222'SOUTHEAST OF A WITNESS POST. DESCRIBED BY R.W. ROBERTS.
 AA4222
 AA4222                          STATION RECOVERY (2003)
 AA4222
 AA4222'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4222'STATION IS LOCATED 4.8 MILES EAST NORTHEAST OF SAINT MATTHEWS.
 AA4222'OWNERSHIP--JOHN HANE,  ROUTE 4, BOX 625, FORT MOTTE, SC 29135, PHONE
 AA4222'803-874-4216. T0 REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AA4222'601 (COLONEL THOMSON HIGHWAY)  AND STATE HIGHWAY 419 (FORT MOTTE
 AA4222'ROAD), 7.1 MILES EAST NORTHEAST OF SAINT MATTHEWS,  GO SOUTHWEST ON
 AA4222'HIGHWAY 601 FOR 2.35 MILES TO THE STATION ON THE LEFT NEAR A POWER
 AA4222'POLE IN FRONT OF A WOOD HOUSE NUMBER 1515. STATION IS A CONCRETE POST
 AA4222'FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE HIGHWAY,  224.2 FEET
 AA4222'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 6.2 FEET SOUTH SOUTHEAST OF
 AA4222'THE  POWER POLE NUMBER 321211 WITH TRANSFORMER, 89.8 FEET NORTH OF THE
 AA4222'NORTH CORNER OF  THE EAST SIDE PORCH OF THE HOUSE, 17.9 FEET NORTH
 AA4222'NORTHEAST OF A 2.4-FOOT PECAN TREE,  6.7 FEET SOUTH SOUTHEAST OF A
 AA4222'WITNESS POST. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4221 ***********************************************************************
 AA4221  DESIGNATION -  09 003
 AA4221  PID         -  AA4221
 AA4221  STATE/COUNTY-  SC/CALHOUN
 AA4221  USGS QUAD   -  FORT MOTTE (1987)
 AA4221
 AA4221                         *CURRENT SURVEY CONTROL
 AA4221  ___________________________________________________________________
 AA4221* NAD 83(1986)-  33 41 13.     (N)    080 42 45.     (W)     SCALED    
 AA4221* NAVD 88     -        90.049  (meters)     295.44   (feet)  ADJUSTED  
 AA4221  ___________________________________________________________________
 AA4221  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AA4221  DYNAMIC HT  -          89.956 (meters)     295.13  (feet)  COMP
 AA4221  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 AA4221
 AA4221  VERT ORDER  -  SECOND    CLASS I
 AA4221
 AA4221.The horizontal coordinates were scaled from a topographic map and have
 AA4221.an estimated accuracy of +/- 6 seconds.
 AA4221
 AA4221.The orthometric height was determined by differential leveling
 AA4221.and adjusted by the National Geodetic Survey in September 1998..
 AA4221
 AA4221.The geoid height was determined by GEOID03.
 AA4221
 AA4221.The dynamic height is computed by dividing the NAVD 88
 AA4221.geopotential number by the normal gravity value computed on the
 AA4221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4221.degrees latitude (g = 980.6199 gals.).
 AA4221
 AA4221.The modeled gravity was interpolated from observed gravity values.
 AA4221
 AA4221;                    North         East    Units  Estimated Accuracy
 AA4221;SPC SC       -   205,600.      636,250.      MT  (+/- 180 meters Scaled)
 AA4221
 AA4221                          SUPERSEDED SURVEY CONTROL
 AA4221
 AA4221.No superseded survey control is available for this station.
 AA4221
 AA4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT266274(NAD 83)
 AA4221_MARKER: DD = SURVEY DISK
 AA4221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4221_STAMPING: 09 003 1994
 AA4221_MARK LOGO: SCGS  
 AA4221_PROJECTION: FLUSH
 AA4221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4221+STABILITY: SURFACE MOTION
 AA4221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4221+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 AA4221
 AA4221  HISTORY     - Date     Condition        Report By
 AA4221  HISTORY     - 1994     MONUMENTED       SCGS
 AA4221  HISTORY     - 20031118 GOOD             SCGS
 AA4221
 AA4221                          STATION DESCRIPTION
 AA4221
 AA4221'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4221'STATION IS LOCATED 4.05 MILES (6.52 KM) EAST NORTHEAST OF SAINT
 AA4221'MATTHEWS. OWNERSHIP--HYDRICK WIENGES, ROUTE 3, BOX 220, ST. MATTHEWS,
 AA4221'SC 29135. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 601
 AA4221'AND STATE HIGHWAY 419, 7.1 MILES (11.4 KM) EAST NORTHEAST OF ST.
 AA4221'MATTHEWS, GO SOUTHWEST ON HIGHWAY 601 FOR 2.95 MILES (4.75 KM) TO THE
 AA4221'JUNCTION OF STATE ROAD 11, CONTINUE ON HIGHWAY 601 FOR 0.4 MILE (0.6
 AA4221'KM) TO A SAND DRIVEWAY RIGHT, TURN RIGHT ON THE DRIVEWAY FOR 0.1 MILE
 AA4221'(0.2 KM) TO THE STATION NEAR THE SOUTH CORNER OF A BRICK HOUSE AND IN
 AA4221'LINE WITH THE FACE OF THE HOUSE. STATION IS A CONCRETE POST FLUSH WITH
 AA4221'THE GROUND AND LEVEL WITH THE PARKING PAD, 5.2 FEET (1.6 M) SOUTH OF
 AA4221'THE SOUTH CORNER OF THE HOUSE, 4.4 FEET (1.3 M) WEST NORTHWEST OF A
 AA4221'POWER POLE NUMBER 371209/3110 WITH TWO GUY WIRES AND A TRANSFORMER,
 AA4221'69.2 FEET (21.1 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE
 AA4221'PARKING PAD, 22.6 FEET (6.9 M) SOUTHEAST OF THE SOUTH CORNER OF THE
 AA4221'FACE OF THE HOUSE. DESCRIBED BY R.W. ROBERTS.
 AA4221
 AA4221                          STATION RECOVERY (2003)
 AA4221
 AA4221'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4221'STATION IS LOCATED 4.0 MILES EAST NORTHEAST OF SAINT MATTHEWS.
 AA4221'OWNERSHIP--MR.  WIENGES, 1778 COLONEL THOMSON HIGHWAY, SAINT MATTHEWS,
 AA4221'SC 29135, PHONE  803-874-2395. TO REACH THE STATION FROM THE JUNCTION
 AA4221'OF U.S. HIGHWAY 601 (COLONEL THOMSON HIGHWAY)  AND STATE HIGHWAY 419
 AA4221'(FORT MOTTE ROAD), 7.1 MILES EAST NORTHEAST OF SAINT MATTHEWS, GO
 AA4221'SOUTHWEST ON HIGHWAY 601 FOR 3.0 MILES TO THE JUNCTION OF STATE ROAD
 AA4221'11 (LONE STAR  ROAD), CONTINUE ON HIGHWAY 601 FOR 0.4 MILE TO A SAND
 AA4221'DRIVEWAY LEADING TO A BRICK  HOUSE, TURN RIGHT ON THE DRIVEWAY FOR 0.1
 AA4221'MILE TO THE STATION ON THE RIGHT NEAR THE  SOUTH CORNER OF A BRICK
 AA4221'HOUSE NUMBER 1778. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4221'AND LEVEL WITH THE DRIVEWAY, 36.4  FEET NORTH NORTHEAST OF THE CENTER
 AA4221'OF THE DRIVEWAY, 5.3 FEET SOUTH OF THE SOUTH  CORNER OF THE HOUSE,
 AA4221'27.4 FEET WEST NORTHWEST OF THE SOUTH CORNER OF A CONCRETE  PAD.
 AA4221'RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4220 ***********************************************************************
 AA4220  DESIGNATION -  09 004
 AA4220  PID         -  AA4220
 AA4220  STATE/COUNTY-  SC/CALHOUN
 AA4220  USGS QUAD   -  FORT MOTTE (1987)
 AA4220
 AA4220                         *CURRENT SURVEY CONTROL
 AA4220  ___________________________________________________________________
 AA4220* NAD 83(1986)-  33 41 16.     (N)    080 43 49.     (W)     SCALED    
 AA4220* NAVD 88     -        80.859  (meters)     265.28   (feet)  ADJUSTED  
 AA4220  ___________________________________________________________________
 AA4220  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AA4220  DYNAMIC HT  -          80.776 (meters)     265.01  (feet)  COMP
 AA4220  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 AA4220
 AA4220  VERT ORDER  -  SECOND    CLASS I
 AA4220
 AA4220.The horizontal coordinates were scaled from a topographic map and have
 AA4220.an estimated accuracy of +/- 6 seconds.
 AA4220
 AA4220.The orthometric height was determined by differential leveling
 AA4220.and adjusted by the National Geodetic Survey in September 1998..
 AA4220
 AA4220.The geoid height was determined by GEOID03.
 AA4220
 AA4220.The dynamic height is computed by dividing the NAVD 88
 AA4220.geopotential number by the normal gravity value computed on the
 AA4220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4220.degrees latitude (g = 980.6199 gals.).
 AA4220
 AA4220.The modeled gravity was interpolated from observed gravity values.
 AA4220
 AA4220;                    North         East    Units  Estimated Accuracy
 AA4220;SPC SC       -   205,680.      634,600.      MT  (+/- 180 meters Scaled)
 AA4220
 AA4220                          SUPERSEDED SURVEY CONTROL
 AA4220
 AA4220.No superseded survey control is available for this station.
 AA4220
 AA4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT249275(NAD 83)
 AA4220_MARKER: DD = SURVEY DISK
 AA4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4220_STAMPING: 09 004 1994
 AA4220_MARK LOGO: SCGS  
 AA4220_PROJECTION: PROJECTING 3 CENTIMETERS
 AA4220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4220+STABILITY: SURFACE MOTION
 AA4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4220+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AA4220
 AA4220  HISTORY     - Date     Condition        Report By
 AA4220  HISTORY     - 1994     MONUMENTED       SCGS
 AA4220  HISTORY     - 20031029 GOOD             SCGS
 AA4220
 AA4220                          STATION DESCRIPTION
 AA4220
 AA4220'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4220'STATION IS LOCATED 3.25 MILES (5.23 KM) EAST NORTHEAST OF SAINT
 AA4220'MATTHEWS. OWNERSHIP--OH WIENGES, BOX 376, ST. MATTHEWS, SC 29135. TO
 AA4220'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 601 (HARRY C.
 AA4220'RAYSOR DRIVE) AND STATE HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS,
 AA4220'GO NORTH NORTHEAST ON HIGHWAY 601 FOR 2.3 MILES (3.7 KM) TO THE
 AA4220'JUNCTION OF STATE ROAD 206, CONTINUE ON HIGHWAY 601 FOR 0.85 MILE
 AA4220'(1.37 KM) TO A SAND DRIVE LEFT, TURN LEFT ON THE DRIVE CROSSING
 AA4220'RAILROAD TRACKS FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR
 AA4220'THE WEST BRICK ENTRANCE PILLAR FOR THE SINGLETON PLANTATION. STATION
 AA4220'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SAND
 AA4220'DRIVE, 101.1 FEET (30.8 M) NORTH NORTHWEST OF THE NORTH RAIL OF THE
 AA4220'TRACKS, 42.5 FEET (13.0 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AA4220'WOODS TRACTOR BARN WITH A BRICK FOUNDATION, 19.0 FEET (5.8 M) WEST
 AA4220'NORTHWEST OF THE CENTER OF THE DRIVEWAY, 5.2 FEET (1.6 M) WEST OF THE
 AA4220'NORHTWEST CORNER OF THE TALLER PILLAR OF TWO ON THE WEST SIDE OF THE
 AA4220'DRIVE, 3.2 FEET (1.0 M) NORTH NORTHWEST OF THE NORTH EDGE OF THE BRICK
 AA4220'ENTRANCEWAY. DESCRIBED BY R.W. ROBERTS.
 AA4220
 AA4220                          STATION RECOVERY (2003)
 AA4220
 AA4220'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4220'STATION IS LOCATED 3.1 MILES EAST NORTHEAST OF SAINT MATTHEWS.
 AA4220'OWNERSHIP--O.H. WIENGES, P.O. BOX 376, SAINT MATTHEWS, SC 29135, PHONE
 AA4220'803-874-2395. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AA4220'601 (HARRY C. RAYSOR DRIVE) AND  STATE HIGHWAY 6 (BRIDGE STREET) IN
 AA4220'SAINT MATTHEWS, GO NORTH NORTHEAST ON HIGHWAY  601 FOR 1.5 MILES TO
 AA4220'THE JUNCTION OF STATE ROAD 42 (PREFERENCE ROAD), CONTINUE ON  HIGHWAY
 AA4220'601 FOR 1.7 MILES TO THE JUNCTION OF A PAVED ROAD (WIENGES COURT),
 AA4220'TURN  LEFT ON THE PAVED ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT
 AA4220'NEAR A BRICK GATE  WALL AT THE ENTRANCE TO SINGLETON PLANTATION.
 AA4220'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT AND 0.5 FOOT BELOW THE
 AA4220'DRIVE, 19.0  FEET WEST OF THE CENTER OF THE ROAD, 6.3 FEET WEST OF A
 AA4220'METAL GATE POST, 5.8 FEET  NORTHEAST OF THE NORTHEAST CORNER OF A
 AA4220'BRICK PILLAR WITH A CONCRETE CHICKEN ON  TOP, 41.5 FEET EAST SOUTHEAST
 AA4220'OF THE SOUTHEAST CORNER OF A WOOD BARN, 3.2 FEET  NORTH NORTHWEST OF
 AA4220'THE FACE OF THE BRICK WALL. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4219 ***********************************************************************
 AA4219  DESIGNATION -  09 005
 AA4219  PID         -  AA4219
 AA4219  STATE/COUNTY-  SC/CALHOUN
 AA4219  USGS QUAD   -  FORT MOTTE (1987)
 AA4219
 AA4219                         *CURRENT SURVEY CONTROL
 AA4219  ___________________________________________________________________
 AA4219* NAD 83(1986)-  33 41 11.     (N)    080 44 43.     (W)     SCALED    
 AA4219* NAVD 88     -        82.029  (meters)     269.12   (feet)  ADJUSTED  
 AA4219  ___________________________________________________________________
 AA4219  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 AA4219  DYNAMIC HT  -          81.944 (meters)     268.84  (feet)  COMP
 AA4219  MODELED GRAV-     979,605.1   (mgal)                       NAVD 88
 AA4219
 AA4219  VERT ORDER  -  SECOND    CLASS I
 AA4219
 AA4219.The horizontal coordinates were scaled from a topographic map and have
 AA4219.an estimated accuracy of +/- 6 seconds.
 AA4219
 AA4219.The orthometric height was determined by differential leveling
 AA4219.and adjusted by the National Geodetic Survey in September 1998..
 AA4219
 AA4219.The geoid height was determined by GEOID03.
 AA4219
 AA4219.The dynamic height is computed by dividing the NAVD 88
 AA4219.geopotential number by the normal gravity value computed on the
 AA4219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4219.degrees latitude (g = 980.6199 gals.).
 AA4219
 AA4219.The modeled gravity was interpolated from observed gravity values.
 AA4219
 AA4219;                    North         East    Units  Estimated Accuracy
 AA4219;SPC SC       -   205,530.      633,210.      MT  (+/- 180 meters Scaled)
 AA4219
 AA4219                          SUPERSEDED SURVEY CONTROL
 AA4219
 AA4219.No superseded survey control is available for this station.
 AA4219
 AA4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT236274(NAD 83)
 AA4219_MARKER: DD = SURVEY DISK
 AA4219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4219_STAMPING: 09 005 1994
 AA4219_MARK LOGO: SCGS  
 AA4219_PROJECTION: FLUSH
 AA4219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4219+STABILITY: SURFACE MOTION
 AA4219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4219+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AA4219
 AA4219  HISTORY     - Date     Condition        Report By
 AA4219  HISTORY     - 1994     MONUMENTED       SCGS
 AA4219  HISTORY     - 20031029 GOOD             SCGS
 AA4219
 AA4219                          STATION DESCRIPTION
 AA4219
 AA4219'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4219'STATION IS LOCATED 2.35 MILES (3.78 KM) EAST NORTHEAST OF SAINT
 AA4219'MATTHEWS. OWNERSHIP--DARGAN CULCLASURE, ROUTE 3, BOX 469, ST.
 AA4219'MATTHEWS, SC 29135. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA4219'HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND STATE HIGHWAY 6 (BRIDGE
 AA4219'STREET) IN SAINT MATTHEWS, GO NORTH NORTHEAST ON HIGHWAY 601 FOR 2.3
 AA4219'MILES (3.7 KM) TO THE JUNCTION OF STATE ROAD 206, TURN LEFT ON ROAD
 AA4219'206 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 205 AND THE
 AA4219'STATION NEAR A POWER POLE IN THE SIDE YARD OF AN ABANDONED BRICK HOUSE
 AA4219'AHEAD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 AA4219'(15.2 CM) ABOVE ROAD 205, 4.7 FEET (1.4 M) NORTH OF THE POWER POLE
 AA4219'NUMBER 240800 WITH TWO GUY WIRES, 93.5 FEET (28.5 M) SOUTHWEST OF THE
 AA4219'SOUTHWEST CORNER OF THE HOUSE, 83.0 FEET (25.3 M) NORTH OF A TELEPHONE
 AA4219'JUNCTION BOX SUPPORT POST, 108.8 FEET (33.2 M) NORTH OF THE CENTER OF
 AA4219'THE ROAD 205, 73.8 FEET (22.5 M) WEST OF THE EXTENDED CENTER OF ROAD
 AA4219'205, 5.2 FEET (1.6 M) NORTH OF A WITNESS POST. DESCRIBED BY R.W.
 AA4219'ROBERTS.
 AA4219
 AA4219                          STATION RECOVERY (2003)
 AA4219
 AA4219'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4219'STATION IS LOCATED 2.4 MILES NORTHEAST OF SAINT MATTHEWS.
 AA4219'OWNERSHIP--PREFERENCE  PLANTATION PECAN COMPANY, PREFERENCE ROAD,
 AA4219'SAINT MATTHEWS, SC 29135, 803-655-5150. TO REACH THE STATION FROM THE
 AA4219'JUNCTION OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND  STATE
 AA4219'HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS, GO NORTH NORTHEAST ON
 AA4219'HIGHWAY  601 FOR 1.5 MILES TO THE JUNCTION OF STATE ROAD 42
 AA4219'(PREFERENCE ROAD),  CONTINUE ON  HIGHWAY 601 FOR 0.8 MILE TO A PAVED
 AA4219'ROAD (HEMLOCK ROAD), TURN LEFT ON THE PAVED  ROAD FOR 0.25 MILE TO THE
 AA4219'JUNCTION OF STATE ROAD 206 (MORTON DRIVE), TURN LEFT ON  ROAD 206 FOR
 AA4219'0.05 MILE TO THE STATION ON THE RIGHT IN THE EXTENDED CENTER OF A
 AA4219'PAVED  APRON FOR THE GRASSY DRIVEWAY TO AN ABANDONED BRICK HOUSE.
 AA4219'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 AA4219'ROAD 260, 108.5  FEET NORTH OF THE CENTER OF ROAD 260, 38.5 FEET WEST
 AA4219'SOUTHWEST OF A 2.0-FOOT  MAGNOLIA TREE, 35.0 FEET NORTHWEST OF A
 AA4219'1.5-FOOT OAK TREE, 82.0 FEET NORTH OF A  TELEPHONE JUNCTION BOX NUMBER
 AA4219'1142/049, 93.5 FEET SOUTHWEST OF THE SOUTHWEST  CORNER OF THE HOUSE,
 AA4219'0.5 FOOT SOUTH OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4218 ***********************************************************************
 AA4218  DESIGNATION -  09 006
 AA4218  PID         -  AA4218
 AA4218  STATE/COUNTY-  SC/CALHOUN
 AA4218  USGS QUAD   -  ST MATTHEWS (1986)
 AA4218
 AA4218                         *CURRENT SURVEY CONTROL
 AA4218  ___________________________________________________________________
 AA4218* NAD 83(2001)-  33 40 45.78516(N)    080 45 28.41085(W)     ADJUSTED  
 AA4218* NAVD 88     -        74.437  (meters)     244.22   (feet)  ADJUSTED  
 AA4218  ___________________________________________________________________
 AA4218  X           -     853,318.668 (meters)                     COMP
 AA4218  Y           -  -5,244,125.887 (meters)                     COMP
 AA4218  Z           -   3,516,932.336 (meters)                     COMP
 AA4218  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AA4218  ELLIP HEIGHT-          43.08  (meters)          (05/06/05) GPS OBS
 AA4218  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AA4218  DYNAMIC HT  -          74.360 (meters)     243.96  (feet)  COMP
 AA4218  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 AA4218
 AA4218  HORZ ORDER  -  FIRST
 AA4218  VERT ORDER  -  SECOND    CLASS I
 AA4218  ELLP ORDER  -  FOURTH    CLASS II
 AA4218
 AA4218.The horizontal coordinates were established by GPS observations
 AA4218.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AA4218
 AA4218.The orthometric height was determined by differential leveling
 AA4218.and adjusted by the National Geodetic Survey in September 1998..
 AA4218
 AA4218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4218
 AA4218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4218
 AA4218.The ellipsoidal height was determined by GPS observations
 AA4218.and is referenced to NAD 83.
 AA4218
 AA4218.The geoid height was determined by GEOID03.
 AA4218
 AA4218.The dynamic height is computed by dividing the NAVD 88
 AA4218.geopotential number by the normal gravity value computed on the
 AA4218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4218.degrees latitude (g = 980.6199 gals.).
 AA4218
 AA4218.The modeled gravity was interpolated from observed gravity values.
 AA4218
 AA4218;                    North         East     Units Scale Factor Converg.
 AA4218;SPC SC       -   204,745.966   632,046.134   MT  0.99979367   +0 08 03.2
 AA4218;SPC SC       -   671,738.73  2,073,642.17   iFT  0.99979367   +0 08 03.2
 AA4218;UTM  17      - 3,726,634.017   522,441.833   MT  0.99960621   +0 08 03.3
 AA4218
 AA4218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4218!SPC SC       -   0.99999324  x   0.99979367  =   0.99978691
 AA4218!UTM  17      -   0.99999324  x   0.99960621  =   0.99959945
 AA4218
 AA4218:                Primary Azimuth Mark                     Grid Az
 AA4218:SPC SC       -  09 007                                   240 38 29.1
 AA4218:UTM  17      -  09 007                                   240 38 29.0
 AA4218
 AA4218|---------------------------------------------------------------------|
 AA4218| PID    Reference Object                     Distance      Geod. Az  |
 AA4218|                                                           dddmmss.s |
 AA4218| AA4217 09 007                              APPROX. 0.9 KM 2404632.3 |
 AA4218|---------------------------------------------------------------------|
 AA4218
 AA4218                          SUPERSEDED SURVEY CONTROL
 AA4218
 AA4218  NAVD 88 (05/06/05)   74.44   (m)          244.2    (f) LEVELING    3  
 AA4218
 AA4218.Superseded values are not recommended for survey control.
 AA4218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4218.See file dsdata.txt to determine how the superseded data were derived.
 AA4218
 AA4218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT2244226634(NAD 83)
 AA4218_MARKER: DD = SURVEY DISK
 AA4218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4218_STAMPING: 09 006 1994
 AA4218_MARK LOGO: SCGS  
 AA4218_PROJECTION: FLUSH
 AA4218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4218+STABILITY: SURFACE MOTION
 AA4218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4218+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 AA4218
 AA4218  HISTORY     - Date     Condition        Report By
 AA4218  HISTORY     - 1994     MONUMENTED       SCGS
 AA4218  HISTORY     - 20031103 GOOD             SCGS
 AA4218
 AA4218                          STATION DESCRIPTION
 AA4218
 AA4218'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4218'STATION IS LOCATED 1.55 MILES (2.49 KM) EAST NORTHEAST OF SAINT
 AA4218'MATTHEWS. OWNERSHIP--PREFERENCE PLANTATION PECAN COMPANY INCORPORATED,
 AA4218'601 NORTH, ST. MATTHEWS, SC 29135. TO REACH THE STATION FROM THE
 AA4218'JUNCTION OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND STATE HIGHWAY
 AA4218'6 (BRIDGE STREET) IN SAINT MATTHEWS, GO NORTH NORTHEAST ON HIGHWAY 601
 AA4218'FOR 1.5 MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD 42, TURN LEFT ON
 AA4218'ROAD 42 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR THE
 AA4218'ENTRANCE SIDEWALK FOR THE PREFERENCE PLANTATION PECAN COMPANY. STATION
 AA4218'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SIDEWALK,
 AA4218'3.6 FEET (1.1 M) SOUTH SOUTHEAST OF A POWER POLE WITH SECURITY LIGHT,
 AA4218'6.7 FEET (2.0 M) NORTH NORTHWEST OF THE NORTH NORTHWEST EDGE OF THE
 AA4218'SIDEWALK, 63.0 FEET (19.2 M) WEST NORTHWEST OF THE SOUTH SOUTHWEST
 AA4218'CORNER OF THE BUILDING, 83.8 FEET (25.5 M) SOUTH SOUTHEAST OF THE
 AA4218'SOUTH RAIL OF RAILROAD COMPANY ACCESS, 86.5 FEET (26.4 M) EAST
 AA4218'NORTHEAST OF THE CENTER OF THE ROAD. DESCRIBED BY R.W. ROBERTS.
 AA4218
 AA4218                          STATION RECOVERY (2003)
 AA4218
 AA4218'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4218'STATION IS LOCATED 1.5 MILES NORTHEAST OF SAINT MATTHEWS.
 AA4218'OWNERSHIP--PREFERENCE  PLANTATION PECAN COMPANY, PREFERENCE ROAD,
 AA4218'SAINT MATTHEWS, SC 29135, 803-655-5150. TO REACH THE STATION FROM THE
 AA4218'JUNCTION OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND  STATE
 AA4218'HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS, GO NORTH NORTHEAST ON
 AA4218'HIGHWAY  601 FOR 1.5 MILES TO THE JUNCTION OF STATE ROAD 42
 AA4218'(PREFERENCE ROAD), TURN LEFT ON  ROAD 42 FOR 0.05 MILE TO THE STATION
 AA4218'ON THE RIGHT NEAR A SECURITY LIGHT POLE IN FRONT  OF THE PREFERENCE
 AA4218'PLANTATION COMPANY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4218'AND LEVEL WITH THE SIDEWALK, 81.0  FEET EAST NORTHEAST OF THE CENTER
 AA4218'OF THE ROAD, 53.0 FEET NORTH NORTHWEST OF THE  CENTER OF THE ENTRANCE
 AA4218'DRIVE, 7.5 FEET NORTH NORTHWEST OF THE NORTH EDGE OF THE  SIDEWALK,
 AA4218'62.7 FEET WEST NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 98.1
 AA4218'FEET SOUTH SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 3.6 FEET
 AA4218'SOUTH  SOUTHEAST OF THE SECURITY LIGHT POLE. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4217 ***********************************************************************
 AA4217  DESIGNATION -  09 007
 AA4217  PID         -  AA4217
 AA4217  STATE/COUNTY-  SC/CALHOUN
 AA4217  USGS QUAD   -  ST MATTHEWS (1986)
 AA4217
 AA4217                         *CURRENT SURVEY CONTROL
 AA4217  ___________________________________________________________________
 AA4217* NAD 83(2001)-  33 40 31.19937(N)    080 45 59.59246(W)     ADJUSTED  
 AA4217* NAVD 88     -        84.067  (meters)     275.81   (feet)  ADJUSTED  
 AA4217  ___________________________________________________________________
 AA4217  X           -     852,567.162 (meters)                     COMP
 AA4217  Y           -  -5,244,508.711 (meters)                     COMP
 AA4217  Z           -   3,516,563.708 (meters)                     COMP
 AA4217  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AA4217  ELLIP HEIGHT-          52.72  (meters)          (05/06/05) GPS OBS
 AA4217  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AA4217  DYNAMIC HT  -          83.980 (meters)     275.52  (feet)  COMP
 AA4217  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 AA4217
 AA4217  HORZ ORDER  -  FIRST
 AA4217  VERT ORDER  -  SECOND    CLASS I
 AA4217  ELLP ORDER  -  FOURTH    CLASS II
 AA4217
 AA4217.The horizontal coordinates were established by GPS observations
 AA4217.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AA4217
 AA4217.The orthometric height was determined by differential leveling
 AA4217.and adjusted by the National Geodetic Survey in September 1998..
 AA4217
 AA4217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4217
 AA4217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4217
 AA4217.The ellipsoidal height was determined by GPS observations
 AA4217.and is referenced to NAD 83.
 AA4217
 AA4217.The geoid height was determined by GEOID03.
 AA4217
 AA4217.The dynamic height is computed by dividing the NAVD 88
 AA4217.geopotential number by the normal gravity value computed on the
 AA4217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4217.degrees latitude (g = 980.6199 gals.).
 AA4217
 AA4217.The modeled gravity was interpolated from observed gravity values.
 AA4217
 AA4217;                    North         East     Units Scale Factor Converg.
 AA4217;SPC SC       -   204,294.822   631,244.127   MT  0.99979366   +0 07 45.9
 AA4217;SPC SC       -   670,258.60  2,071,010.92   iFT  0.99979366   +0 07 45.9
 AA4217;UTM  17      - 3,726,182.957   521,639.976   MT  0.99960577   +0 07 46.0
 AA4217
 AA4217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4217!SPC SC       -   0.99999172  x   0.99979366  =   0.99978539
 AA4217!UTM  17      -   0.99999172  x   0.99960577  =   0.99959750
 AA4217
 AA4217:                Primary Azimuth Mark                     Grid Az
 AA4217:SPC SC       -  09 006                                   060 38 29.2
 AA4217:UTM  17      -  09 006                                   060 38 29.1
 AA4217
 AA4217|---------------------------------------------------------------------|
 AA4217| PID    Reference Object                     Distance      Geod. Az  |
 AA4217|                                                           dddmmss.s |
 AA4217| AA4218 09 006                              APPROX. 0.9 KM 0604615.1 |
 AA4217|---------------------------------------------------------------------|
 AA4217
 AA4217                          SUPERSEDED SURVEY CONTROL
 AA4217
 AA4217  NAVD 88 (05/06/05)   84.07   (m)          275.8    (f) LEVELING    3  
 AA4217
 AA4217.Superseded values are not recommended for survey control.
 AA4217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4217.See file dsdata.txt to determine how the superseded data were derived.
 AA4217
 AA4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT2164026183(NAD 83)
 AA4217_MARKER: DD = SURVEY DISK
 AA4217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4217_STAMPING: 09 007 1994
 AA4217_MARK LOGO: SCGS  
 AA4217_PROJECTION: RECESSED 3 CENTIMETERS
 AA4217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4217+STABILITY: SURFACE MOTION
 AA4217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4217+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AA4217
 AA4217  HISTORY     - Date     Condition        Report By
 AA4217  HISTORY     - 1994     MONUMENTED       SCGS
 AA4217  HISTORY     - 20031029 GOOD             SCGS
 AA4217
 AA4217                          STATION DESCRIPTION
 AA4217
 AA4217'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4217'STATION IS LOCATED 0.95 MILE (1.53 KM) EAST NORTHEAST OF SAINT
 AA4217'MATTHEWS. OWNERSHIP--EDISTO FARM CREDIT, ST. MATTHEWS, SC 29135. TO
 AA4217'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 601 (HARRY C.
 AA4217'RAYSOR DRIVE) AND STATE HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS,
 AA4217'GO NORTH NORTHEAST ON HIGHWAY 601 FOR 0.8 MILE (1.3 KM) TO THE
 AA4217'JUNCTION OF STATE ROAD 304, CONTINUE ON HIGHWAY 601 FOR 0.1 MILE (0.2
 AA4217'KM) TO THE STATION ON THE LEFT NEAR A SECURITY LIGHT POLE BEHIND THE
 AA4217'EDISTO FARM CREDIT BUILDING. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4217'GROUND AND LEVEL WITH THE REAR PAVED PARKING AREA, 51.7 FEET (15.8 M)
 AA4217'NORTH NORTHEAST OF THE WEST CORNER OF THE WOOD AND BRICK BUILDING, 5.4
 AA4217'FEET (1.6 M) SOUTH SOUTHWEST OF THE SECURITY LIGHT POLE NUMBER 421358,
 AA4217'35.6 FEET (10.9 M) NORTH NORTHWEST OF THE NORTH CORNER OF THE
 AA4217'BUILDING, 172.0 FEET (52.4 M) NORTH NORTHWEST OF THE CENTER OF HIGHWAY
 AA4217'601, 5.0 FEET (1.5 M) SOUTH SOUTHWEST OF A WITNESS POST. DESCRIBED BY
 AA4217'R.W. ROBERTS.
 AA4217
 AA4217                          STATION RECOVERY (2003)
 AA4217
 AA4217'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4217'STATION IS LOCATED 1.0 MILE NORTHEAST OF SAINT MATTHEWS.
 AA4217'OWNERSHIP--PALMETTO FARM CREDIT, 2630 HARRY C. RAYSOR DRIVE, SAINT
 AA4217'MATTHEWS, SC 29135,  PHONE 803-874-3703 OR 800-868-3703. TO REACH THE
 AA4217'STATION FROM THE JUNCTION OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE)
 AA4217'AND  STATE HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS, GO NORTH
 AA4217'NORTHEAST ON HIGHWAY  601 FOR 1.0 MILE TO THE STATION ON THE LEFT NEAR
 AA4217'A POWER POLE BEHIND A WOOD AND BRICK  BUILDING NUMBER 2630 (PALMETTO
 AA4217'FARM CREDIT). STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL
 AA4217'WITH THE PARKING LOT, 35.5  FEET NORTH NORTHWEST OF THE NORTH CORNER
 AA4217'OF THE BUILDING, 5.7 FEET SOUTH  SOUTHWEST OF A SECURITY LIGHT POLE
 AA4217'NUMBER 421358, 25.5 FEET EAST OF THE NORTH  CORNER OF AN ASPHALT
 AA4217'PARKING LOT, 5.3 FEET SOUTH SOUTHWEST OF A WITNESS POST. RECOVERED BY
 AA4217'R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4215 ***********************************************************************
 AA4215  DESIGNATION -  09 008
 AA4215  PID         -  AA4215
 AA4215  STATE/COUNTY-  SC/CALHOUN
 AA4215  USGS QUAD   -  ST MATTHEWS (1986)
 AA4215
 AA4215                         *CURRENT SURVEY CONTROL
 AA4215  ___________________________________________________________________
 AA4215* NAD 83(2001)-  33 39 42.14700(N)    080 47 15.41870(W)     ADJUSTED  
 AA4215* NAVD 88     -        89.084  (meters)     292.27   (feet)  ADJUSTED  
 AA4215  ___________________________________________________________________
 AA4215  X           -     850,773.946 (meters)                     COMP
 AA4215  Y           -  -5,245,652.957 (meters)                     COMP
 AA4215  Z           -   3,515,308.685 (meters)                     COMP
 AA4215  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA4215  ELLIP HEIGHT-          57.75  (meters)          (05/06/05) GPS OBS
 AA4215  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AA4215  DYNAMIC HT  -          88.992 (meters)     291.97  (feet)  COMP
 AA4215  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 AA4215
 AA4215  HORZ ORDER  -  FIRST
 AA4215  VERT ORDER  -  SECOND    CLASS I
 AA4215  ELLP ORDER  -  FOURTH    CLASS II
 AA4215
 AA4215.The horizontal coordinates were established by GPS observations
 AA4215.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AA4215
 AA4215.The orthometric height was determined by differential leveling
 AA4215.and adjusted by the National Geodetic Survey in September 1998..
 AA4215
 AA4215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4215
 AA4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4215
 AA4215.The ellipsoidal height was determined by GPS observations
 AA4215.and is referenced to NAD 83.
 AA4215
 AA4215.The geoid height was determined by GEOID03.
 AA4215
 AA4215.The dynamic height is computed by dividing the NAVD 88
 AA4215.geopotential number by the normal gravity value computed on the
 AA4215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4215.degrees latitude (g = 980.6199 gals.).
 AA4215
 AA4215.The modeled gravity was interpolated from observed gravity values.
 AA4215
 AA4215;                    North         East     Units Scale Factor Converg.
 AA4215;SPC SC       -   202,779.616   629,294.382   MT  0.99979367   +0 07 03.9
 AA4215;SPC SC       -   665,287.45  2,064,614.11   iFT  0.99979367   +0 07 03.9
 AA4215;UTM  17      - 3,724,668.036   519,690.598   MT  0.99960478   +0 07 03.8
 AA4215
 AA4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4215!SPC SC       -   0.99999093  x   0.99979367  =   0.99978461
 AA4215!UTM  17      -   0.99999093  x   0.99960478  =   0.99959572
 AA4215
 AA4215                          SUPERSEDED SURVEY CONTROL
 AA4215
 AA4215  NAVD 88 (05/06/05)   89.08   (m)          292.3    (f) LEVELING    3  
 AA4215
 AA4215.Superseded values are not recommended for survey control.
 AA4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4215.See file dsdata.txt to determine how the superseded data were derived.
 AA4215
 AA4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1969124668(NAD 83)
 AA4215_MARKER: DD = SURVEY DISK
 AA4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4215_STAMPING: 09 008 1994
 AA4215_MARK LOGO: SCGS  
 AA4215_PROJECTION: FLUSH
 AA4215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4215+STABILITY: SURFACE MOTION
 AA4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4215+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AA4215
 AA4215  HISTORY     - Date     Condition        Report By
 AA4215  HISTORY     - 1994     MONUMENTED       SCGS
 AA4215  HISTORY     - 20031029 GOOD             SCGS
 AA4215
 AA4215                          STATION DESCRIPTION
 AA4215
 AA4215'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4215'STATION IS LOCATED IN SAINT MATTHEWS. OWNERSHIP--SOUTH CAROLINA
 AA4215'DEPARTMENT OF TRANSPORTATION, MAINTENANCE SHED. TO REACH THE STATION
 AA4215'FROM THE JUNCTION OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND
 AA4215'STATE HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS, GO NORTHWEST ON
 AA4215'HIGHWAY 6 FOR 0.05 MILE (0.08 KM) CROSSING A RAILROAD BRIDGE TO THE
 AA4215'JUNCTION OF STATE ROAD 46 (F.R. HUFF DRIVE), TURN LEFT ON ROAD 46 FOR
 AA4215'0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 345 (GRESSETTE
 AA4215'BOULEVARD), TURN RIGHT ON ROAD 345 FOR 0.5 MILE (0.8 KM) TO THE
 AA4215'STATION NEAR THE WEST CORNER AND IN LINE WITH THE WEST EDGE OF A BRICK
 AA4215'HIGHWAY DEPARTMENT BUILDING IN THE EAST ANGLE OF THE JUNCTION OF STATE
 AA4215'ROAD 22 (CHESTNUT STREET). STATION IS A CONCRETE POST FLUSH WITH THE
 AA4215'GROUND AND 0.5 FOOT (15.2 CM) BELOW ROAD 345, 42.9 FEET (13.1 M)
 AA4215'NORTHEAST OF THE CENTER OF ROAD 345, 112.5 FEET (34.3 M) SOUTH
 AA4215'SOUTHEAST OF THE CENTER OF ROAD 22, 6.8 FEET (2.1 M) SOUTHWEST OF THE
 AA4215'WEST CORNER OF THE BUILDING, 2.7 FEET (0.8 M) NORTHEAST OF THE
 AA4215'NORTHEAST EDGE OF THE CURB FOR A PARKING AREA ON ROAD 345. DESCRIBED
 AA4215'BY R.W. ROBERTS.
 AA4215
 AA4215                          STATION RECOVERY (2003)
 AA4215
 AA4215'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4215'STATION IS LOCATED 0.5 MILE WEST SOUTHWEST OF SAINT MATTHEWS.
 AA4215'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA
 AA4215'SC, 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4215'OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND  STATE HIGHWAY 6
 AA4215'(BRIDGE STREET) IN SAINT MATTHEWS, GO NORTHWEST ON HIGHWAY 6 FOR 0.05
 AA4215'MILE TO THE JUNCTION OF STATE ROAD 46 (F.R. HUFF DRIVE), TURN LEFT ON
 AA4215'ROAD 46 FOR 0.65 MILE  TO THE JUNCTION OF STATE ROAD 345 (GRESSETTE
 AA4215'BOULEVARD), TURN RIGHT ON ROAD 345 FOR 0.5  MILE TO THE STATION ON THE
 AA4215'RIGHT NEAR THE WEST CORNER OF A BRICK BUILDING NUMBER 415  (SCDOT).
 AA4215'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 AA4215'THE ROAD, 44.0 FEET  EAST NORTHEAST OF THE CENTER OF THE ROAD, 6.7
 AA4215'FEET SOUTHWEST OF THE WEST CORNER OF  THE BUILDING, 2.5 FEET SOUTHWEST
 AA4215'OF THE WEST EDGE OF A SIDEWALK, 6.4 FEET EAST SOUTHEAST  OF THE WEST
 AA4215'CORNER OF A CONCRETE CURB, 112.0 FEET SOUTH SOUTHEAST OF THE CENTER OF
 AA4215'STATE ROAD 22 (CHESTNUT STREET), 17.0 FEET NORTH NORTHWEST OF THE
 AA4215'NORTH EDGE OF A  SIDEWALK. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4213 ***********************************************************************
 AA4213  DESIGNATION -  09 009
 AA4213  PID         -  AA4213
 AA4213  STATE/COUNTY-  SC/CALHOUN
 AA4213  USGS QUAD   -  ST MATTHEWS (1986)
 AA4213
 AA4213                         *CURRENT SURVEY CONTROL
 AA4213  ___________________________________________________________________
 AA4213* NAD 83(2001)-  33 40 10.45966(N)    080 47 42.81758(W)     ADJUSTED  
 AA4213* NAVD 88     -        98.800  (meters)     324.15   (feet)  ADJUSTED  
 AA4213  ___________________________________________________________________
 AA4213  X           -     850,001.081 (meters)                     COMP
 AA4213  Y           -  -5,245,296.565 (meters)                     COMP
 AA4213  Z           -   3,516,040.098 (meters)                     COMP
 AA4213  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA4213  ELLIP HEIGHT-          67.47  (meters)          (05/06/05) GPS OBS
 AA4213  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AA4213  DYNAMIC HT  -          98.698 (meters)     323.81  (feet)  COMP
 AA4213  MODELED GRAV-     979,599.8   (mgal)                       NAVD 88
 AA4213
 AA4213  HORZ ORDER  -  FIRST
 AA4213  VERT ORDER  -  SECOND    CLASS I
 AA4213  ELLP ORDER  -  FOURTH    CLASS II
 AA4213
 AA4213.The horizontal coordinates were established by GPS observations
 AA4213.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AA4213
 AA4213.The orthometric height was determined by differential leveling
 AA4213.and adjusted by the National Geodetic Survey in September 1998..
 AA4213
 AA4213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4213
 AA4213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4213
 AA4213.The ellipsoidal height was determined by GPS observations
 AA4213.and is referenced to NAD 83.
 AA4213
 AA4213.The geoid height was determined by GEOID03.
 AA4213
 AA4213.The dynamic height is computed by dividing the NAVD 88
 AA4213.geopotential number by the normal gravity value computed on the
 AA4213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4213.degrees latitude (g = 980.6199 gals.).
 AA4213
 AA4213.The modeled gravity was interpolated from observed gravity values.
 AA4213
 AA4213;                    North         East     Units Scale Factor Converg.
 AA4213;SPC SC       -   203,650.326   628,586.903   MT  0.99979366   +0 06 48.7
 AA4213;SPC SC       -   668,144.11  2,062,292.99   iFT  0.99979366   +0 06 48.7
 AA4213;UTM  17      - 3,725,538.581   518,983.254   MT  0.99960444   +0 06 48.7
 AA4213
 AA4213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4213!SPC SC       -   0.99998941  x   0.99979366  =   0.99978307
 AA4213!UTM  17      -   0.99998941  x   0.99960444  =   0.99959385
 AA4213
 AA4213                          SUPERSEDED SURVEY CONTROL
 AA4213
 AA4213  NAVD 88 (05/06/05)   98.80   (m)          324.1    (f) LEVELING    3  
 AA4213
 AA4213.Superseded values are not recommended for survey control.
 AA4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4213.See file dsdata.txt to determine how the superseded data were derived.
 AA4213
 AA4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1898325539(NAD 83)
 AA4213_MARKER: DD = SURVEY DISK
 AA4213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4213_STAMPING: 09 009 1994
 AA4213_MARK LOGO: SCGS  
 AA4213_PROJECTION: RECESSED 3 CENTIMETERS
 AA4213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4213+STABILITY: SURFACE MOTION
 AA4213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4213+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AA4213
 AA4213  HISTORY     - Date     Condition        Report By
 AA4213  HISTORY     - 1994     MONUMENTED       SCGS
 AA4213  HISTORY     - 20031029 GOOD             SCGS
 AA4213
 AA4213                          STATION DESCRIPTION
 AA4213
 AA4213'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4213'STATION IS LOCATED 1.1 MILES (1.8 KM) WEST NORTHWEST OF SAINT
 AA4213'MATTHEWS. OWNERSHIP--CALHOUN OIL COMPANY INCORPORATED, SOUTHEASTERN
 AA4213'PETRO. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 601
 AA4213'(HARRY C. RAYSOR DRIVE) AND STATE HIGHWAY 6 (BRIDGE STREET) IN SAINT
 AA4213'MATTHEWS, GO NORTHWEST ON HIGHWAY 6 FOR 1.1 MILES (1.8 KM) TO THE
 AA4213'JUNCTION OF STATE ROAD 280, TURN LEFT ON ROAD 280 FOR 0.1 MILE (0.2
 AA4213'KM) TO THE STATION NEAR THE SOUTHEAST CORNER OF A BRICK BUILDING IN
 AA4213'THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 81. STATION IS A
 AA4213'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE ROAD
 AA4213'280, 15.5 FEET (4.7 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 AA4213'BUILDING, 102.7 FEET (31.3 M) WEST NORTHWEST OF THE CENTER OF ROAD
 AA4213'280, 47.0 FEET (14.3 M) NORTH NORTHEAST OF THE CENTER OF ROAD 81, 2.9
 AA4213'FEET (0.9 M) EAST SOUTHEAST OF THE EAST SOUTHEAST EDGE OF A BRICK
 AA4213'SIDEWALK LEADING TO THE REAR DOOR ON THE SOUTH SIDE OF THE BUILDING,
 AA4213'108.6 FEET (33.1 M) NORTH NORTHWEST OF A FIRE HYDRANT. DESCRIBED BY
 AA4213'R.W. ROBERTS.
 AA4213
 AA4213                          STATION RECOVERY (2003)
 AA4213
 AA4213'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4213'STATION IS LOCATED 1.0 MILE WEST NORTHWEST OF SAINT MATTHEWS.
 AA4213'OWNERSHIP--ALEC B.  MCCLEOD JR, 102 BONFIRE DRIVE, SAINT MATTHEWS, SC
 AA4213'29135, PHONE 803-874-3681. TO REACH THE STATION FROM THE JUNCTION OF
 AA4213'U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND  STATE HIGHWAY 6 (BRIDGE
 AA4213'STREET) IN SAINT MATTHEWS, GO NORTHWEST ON HIGHWAY 6 FOR  1.1 MILES TO
 AA4213'THE JUNCTION OF STATE ROAD 280 (BONFIRE ROAD), TURN LEFT ON ROAD 280
 AA4213'FOR  0.05 MILE TO THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER
 AA4213'OF A BRICK BUILDING  NUMBER 102. STATION IS A CONCRETE POST RECESSED
 AA4213'0.1 FOOT AND 1.0 FOOT ABOVE ROAD 81, 48.0 FEET  WEST NORTHWEST OF THE
 AA4213'CENTER OF ROAD 280, 105.0 FEET NORTH NORTHEAST OF THE  CENTER OF STATE
 AA4213'ROAD 81, 15.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE  BUILDING,
 AA4213'3.3 FEET EAST SOUTHEAST OF THE EAST EDGE OF A BRICK SIDEWALK, 5.8 FEET
 AA4213'SOUTH SOUTHWEST OF THE SOUTH EDGE OF A BRICK SIDEWALK, 14.5 FEET SOUTH
 AA4213'OF THE  WEST CORNER OF A BRICK STEP. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4212 ***********************************************************************
 AA4212  DESIGNATION -  09 010
 AA4212  PID         -  AA4212
 AA4212  STATE/COUNTY-  SC/CALHOUN
 AA4212  USGS QUAD   -  ST MATTHEWS (1986)
 AA4212
 AA4212                         *CURRENT SURVEY CONTROL
 AA4212  ___________________________________________________________________
 AA4212* NAD 83(1986)-  33 40 14.     (N)    080 48 08.     (W)     SCALED    
 AA4212* NAVD 88     -        95.082  (meters)     311.95   (feet)  ADJUSTED  
 AA4212  ___________________________________________________________________
 AA4212  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AA4212  DYNAMIC HT  -          94.984 (meters)     311.63  (feet)  COMP
 AA4212  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 AA4212
 AA4212  VERT ORDER  -  SECOND    CLASS I
 AA4212
 AA4212.The horizontal coordinates were scaled from a topographic map and have
 AA4212.an estimated accuracy of +/- 6 seconds.
 AA4212
 AA4212.The orthometric height was determined by differential leveling
 AA4212.and adjusted by the National Geodetic Survey in September 1998..
 AA4212
 AA4212.The geoid height was determined by GEOID03.
 AA4212
 AA4212.The dynamic height is computed by dividing the NAVD 88
 AA4212.geopotential number by the normal gravity value computed on the
 AA4212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4212.degrees latitude (g = 980.6199 gals.).
 AA4212
 AA4212.The modeled gravity was interpolated from observed gravity values.
 AA4212
 AA4212;                    North         East    Units  Estimated Accuracy
 AA4212;SPC SC       -   203,760.      627,940.      MT  (+/- 180 meters Scaled)
 AA4212
 AA4212                          SUPERSEDED SURVEY CONTROL
 AA4212
 AA4212.No superseded survey control is available for this station.
 AA4212
 AA4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT183256(NAD 83)
 AA4212_MARKER: DD = SURVEY DISK
 AA4212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4212_STAMPING: 09 010 1994
 AA4212_MARK LOGO: SCGS  
 AA4212_PROJECTION: RECESSED 5 CENTIMETERS
 AA4212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4212+STABILITY: SURFACE MOTION
 AA4212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4212+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AA4212
 AA4212  HISTORY     - Date     Condition        Report By
 AA4212  HISTORY     - 1994     MONUMENTED       SCGS
 AA4212  HISTORY     - 20031029 GOOD             SCGS
 AA4212
 AA4212                          STATION DESCRIPTION
 AA4212
 AA4212'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4212'STATION IS LOCATED 1.55 MILES (2.49 KM) WEST NORTHWEST OF SAINT
 AA4212'MATTHEWS. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AA4212'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AA4212'SOUTH JUNCTION OF U.S. HIGHWAY 176 AND STATE HIGHWAY 6, 3.9 MILES (6.3
 AA4212'KM) WEST NORTHWEST OF SAINT MATTHEWS, GO EAST SOUTHEAST ON HIGHWAY 6
 AA4212'FOR 1.5 MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD 330, CONTINUE ON
 AA4212'HIGHWAY 6 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR A
 AA4212'POWER POLE IN THE FRONT YARD OF A BRICK HOUSE. STATION IS A CONCRETE
 AA4212'POST RECESSED 0.1 FOOT (3.0 CM) AND 2.5 FEET (0.8 M) BELOW THE
 AA4212'HIGHWAY, 5.5 FEET (1.7 M) SOUTH OF THE POWER POLE NUMBER 208827 WITH
 AA4212'TWO GUY WIRES AND A TRANSFORMER, 40.0 FEET (12.2 M) SOUTH OF THE
 AA4212'CENTER OF THE HIGHWAY, 22.4 FEET (6.8 M) EAST SOUTHEAST OF THE EAST
 AA4212'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 95.8
 AA4212'FEET (29.2 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 AA4212'17.0 FEET (5.2 M) NORTH NORTHWEST OF THE CENTER OF A METAL WATER METER
 AA4212'COVER, 5.9 FEET (1.8 M) SOUTH OF A WITNESS POST. DESCRIBED BY R.W.
 AA4212'ROBERTS.
 AA4212
 AA4212                          STATION RECOVERY (2003)
 AA4212
 AA4212'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4212'STATION IS LOCATED 1.4 MILES WEST NORTHWEST OF SAINT MATTHEWS.
 AA4212'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AA4212'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AA4212'JUNCTION OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND  STATE
 AA4212'HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS, GO NORTHWEST ON HIGHWAY 6
 AA4212'FOR 1.5 MILES TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE
 AA4212'SOUTHEAST ANGLE  OF A DRIVEWAY FOR A BRICK HOUSE NUMBER 111. STATION
 AA4212'IS A CONCRETE POST RECESSED 0.2 FOOT AND 5.0 FEET BELOW THE HIGHWAY,
 AA4212'40.5  FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5.5 FEET SOUTH OF THE
 AA4212'POWER POLE NUMBER  208827 WITH TRANSFORMER AND TWO GUY WIRES, 22.5
 AA4212'FEET EAST SOUTHEAST OF THE EAST  END OF A 1.4-FOOT CONCRETE PIPE
 AA4212'CULVERT BENEATH THE DRIVEWAY, 95.0 FEET NORTH  NORTHEAST OF THE
 AA4212'NORTHEAST CORNER OF THE HOUSE, 27.0 FEET EAST OF THE SOUTHEAST  CORNER
 AA4212'OF A BRICK DRIVEWAY ENTRANCE WALL, 5.8 FEET SOUTH OF A WITNESS POST.
 AA4212'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY
 AA4212'R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4216 ***********************************************************************
 AA4216  DESIGNATION -  09 011
 AA4216  PID         -  AA4216
 AA4216  STATE/COUNTY-  SC/CALHOUN
 AA4216  USGS QUAD   -  ST MATTHEWS (1986)
 AA4216
 AA4216                         *CURRENT SURVEY CONTROL
 AA4216  ___________________________________________________________________
 AA4216* NAD 83(1986)-  33 40 08.     (N)    080 46 20.     (W)     SCALED    
 AA4216* NAVD 88     -        73.702  (meters)     241.80   (feet)  ADJUSTED  
 AA4216  ___________________________________________________________________
 AA4216  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AA4216  DYNAMIC HT  -          73.626 (meters)     241.55  (feet)  COMP
 AA4216  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 AA4216
 AA4216  VERT ORDER  -  SECOND    CLASS I
 AA4216
 AA4216.The horizontal coordinates were scaled from a topographic map and have
 AA4216.an estimated accuracy of +/- 6 seconds.
 AA4216
 AA4216.The orthometric height was determined by differential leveling
 AA4216.and adjusted by the National Geodetic Survey in September 1998..
 AA4216
 AA4216.The geoid height was determined by GEOID03.
 AA4216
 AA4216.The dynamic height is computed by dividing the NAVD 88
 AA4216.geopotential number by the normal gravity value computed on the
 AA4216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4216.degrees latitude (g = 980.6199 gals.).
 AA4216
 AA4216.The modeled gravity was interpolated from observed gravity values.
 AA4216
 AA4216;                    North         East    Units  Estimated Accuracy
 AA4216;SPC SC       -   203,580.      630,720.      MT  (+/- 180 meters Scaled)
 AA4216
 AA4216                          SUPERSEDED SURVEY CONTROL
 AA4216
 AA4216.No superseded survey control is available for this station.
 AA4216
 AA4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT211254(NAD 83)
 AA4216_MARKER: DD = SURVEY DISK
 AA4216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4216_STAMPING: 09 011 1994
 AA4216_MARK LOGO: SCGS  
 AA4216_PROJECTION: RECESSED 5 CENTIMETERS
 AA4216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4216+STABILITY: SURFACE MOTION
 AA4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4216+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AA4216
 AA4216  HISTORY     - Date     Condition        Report By
 AA4216  HISTORY     - 1994     MONUMENTED       SCGS
 AA4216  HISTORY     - 20031029 GOOD             SCGS
 AA4216
 AA4216                          STATION DESCRIPTION
 AA4216
 AA4216'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4216'STATION IS LOCATED IN SAINT MATTHEWS. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4216'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4216'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 601 (HARRY C.
 AA4216'RAYSOR DRIVE) AND STATE HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS,
 AA4216'GO NORTH NORTHEAST ON HIGHWAY 601 FOR 0.4 MILE (0.6 KM) TO THE
 AA4216'JUNCTION OF MACK HILL STREET, TURN RIGHT ON MACK HILL STREET FOR 0.05
 AA4216'MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A LARGE POWER POLE.
 AA4216'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA4216'ROAD, 32.0 FEET (9.8 M) NORTH NORTHEAST OF THE NORTH CORNER OF THE
 AA4216'NORTHEAST EXTENSION OF A CINDER BLOCK HOUSE, 25.6 FEET (7.8 M) SOUTH
 AA4216'SOUTHEAST OF THE CENTER OF THE ROAD, 3.8 FEET (1.2 M) NORTHWEST OF THE
 AA4216'LARGE POWER POLE NUMBER 370144/60 WITH TWO GUY WIRES, 47.8 FEET (14.6
 AA4216'M) SOUTH SOUTHEAST OF A FIRE HYDRANT, 13.6 FEET (4.1 M) EAST NORTHEAST
 AA4216'OF THE SOUTHEAST END OF A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 AA4216'ROAD, 36.1 FEET (11.0 M) WEST SOUTHWEST OF A POWER POLE NUMBER
 AA4216'1154/005 WITH TWO GUY WIRES, 3.2 FEET (1.0 M) NORTHWEST OF A WITNESS
 AA4216'POST. DESCRIBED BY R.W. ROBERTS.
 AA4216
 AA4216                          STATION RECOVERY (2003)
 AA4216
 AA4216'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4216'STATION IS LOCATED 0.4 MILE NORTHEAST OF SAINT MATTHEWS.
 AA4216'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AA4216'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AA4216'JUNCTION OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND  STATE
 AA4216'HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS, GO NORTH NORTHEAST ON
 AA4216'HIGHWAY 601 FOR 0.4 MILE TO THE JUNCTION OF STATE ROAD 63 (MACK HILL
 AA4216'STREET), TURN  RIGHT ON ROAD 63 FOR 0.05 MILE AROUND A CURVE TO THE
 AA4216'STATION ON THE RIGHT NEAR A  POWER POLE. STATION IS A CONCRETE POST
 AA4216'RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD, 25.0 FEET SOUTH  SOUTHEAST
 AA4216'OF THE CENTER OF THE ROAD, 3.6 FEET NORTH NORTHWEST OF THE POWER POLE
 AA4216'NUMBER 60/370144 WITH TWO GUY WIRES, 48.3 FEET SOUTH SOUTHEAST OF A
 AA4216'FIRE HYDRANT, 36.5  FEET WEST SOUTHWEST OF A POWER POLE NUMBER
 AA4216'1154/005 WITH TWO GUY WIRES, 3.0 FEET  NORTH NORTHWEST OF A WITNESS
 AA4216'POST. NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 AA4216'RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4214 ***********************************************************************
 AA4214  DESIGNATION -  09 012
 AA4214  PID         -  AA4214
 AA4214  STATE/COUNTY-  SC/CALHOUN
 AA4214  USGS QUAD   -  ST MATTHEWS (1986)
 AA4214
 AA4214                         *CURRENT SURVEY CONTROL
 AA4214  ___________________________________________________________________
 AA4214* NAD 83(2001)-  33 40 06.76250(N)    080 47 10.87022(W)     ADJUSTED  
 AA4214* NAVD 88     -        92.652  (meters)     303.98   (feet)  ADJUSTED  
 AA4214  ___________________________________________________________________
 AA4214  X           -     850,822.780 (meters)                     COMP
 AA4214  Y           -  -5,245,222.126 (meters)                     COMP
 AA4214  Z           -   3,515,941.880 (meters)                     COMP
 AA4214  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AA4214  ELLIP HEIGHT-          61.31  (meters)          (05/06/05) GPS OBS
 AA4214  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AA4214  DYNAMIC HT  -          92.556 (meters)     303.66  (feet)  COMP
 AA4214  MODELED GRAV-     979,600.6   (mgal)                       NAVD 88
 AA4214
 AA4214  HORZ ORDER  -  FIRST
 AA4214  VERT ORDER  -  SECOND    CLASS I
 AA4214  ELLP ORDER  -  FOURTH    CLASS II
 AA4214
 AA4214.The horizontal coordinates were established by GPS observations
 AA4214.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AA4214
 AA4214.The orthometric height was determined by differential leveling
 AA4214.and adjusted by the National Geodetic Survey in September 1998..
 AA4214
 AA4214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4214
 AA4214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4214
 AA4214.The ellipsoidal height was determined by GPS observations
 AA4214.and is referenced to NAD 83.
 AA4214
 AA4214.The geoid height was determined by GEOID03.
 AA4214
 AA4214.The dynamic height is computed by dividing the NAVD 88
 AA4214.geopotential number by the normal gravity value computed on the
 AA4214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4214.degrees latitude (g = 980.6199 gals.).
 AA4214
 AA4214.The modeled gravity was interpolated from observed gravity values.
 AA4214
 AA4214;                    North         East     Units Scale Factor Converg.
 AA4214;SPC SC       -   203,538.105   629,409.975   MT  0.99979366   +0 07 06.4
 AA4214;SPC SC       -   667,775.94  2,064,993.36   iFT  0.99979366   +0 07 06.4
 AA4214;UTM  17      - 3,725,426.382   519,806.170   MT  0.99960484   +0 07 06.4
 AA4214
 AA4214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4214!SPC SC       -   0.99999038  x   0.99979366  =   0.99978404
 AA4214!UTM  17      -   0.99999038  x   0.99960484  =   0.99959522
 AA4214
 AA4214                          SUPERSEDED SURVEY CONTROL
 AA4214
 AA4214  NAVD 88 (05/06/05)   92.65   (m)          304.0    (f) LEVELING    3  
 AA4214
 AA4214.Superseded values are not recommended for survey control.
 AA4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4214.See file dsdata.txt to determine how the superseded data were derived.
 AA4214
 AA4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1980625426(NAD 83)
 AA4214_MARKER: DD = SURVEY DISK
 AA4214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4214_STAMPING: 09 012 1994
 AA4214_MARK LOGO: SCGS  
 AA4214_PROJECTION: PROJECTING 3 CENTIMETERS
 AA4214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4214+STABILITY: SURFACE MOTION
 AA4214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4214+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AA4214
 AA4214  HISTORY     - Date     Condition        Report By
 AA4214  HISTORY     - 1994     MONUMENTED       SCGS
 AA4214  HISTORY     - 20031029 GOOD             SCGS
 AA4214
 AA4214                          STATION DESCRIPTION
 AA4214
 AA4214'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4214'STATION IS LOCATED IN SAINT MATTHEWS. OWNERSHIP--SAINT MATTHEWS
 AA4214'CHAMBER OF COMMERCE. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA4214'HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND STATE HIGHWAY 6 (BRIDGE
 AA4214'STREET) IN SAINT MATTHEWS, GO NORTHWEST ON HIGHWAY 6 FOR 0.6 MILE (1.0
 AA4214'KM) TO THE STATION NEAR THE EAST CORNER OF A BRICK BUILDING (CURRENTLY
 AA4214'CHAMBER OF COMMERCE) IN THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD
 AA4214'24 (HERLONG AVENUE). STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4214'AND 0.5 FOOT (15.2 CM) ABOVE THE ROADS, 10.3 FEET (3.1 M) EAST
 AA4214'SOUTHEAST OF THE EAST CORNER OF THE BUILDING, 72.0 FEET (21.9 M) NORTH
 AA4214'NORTHEAST OF THE CENTER OF THE HIGHWAY, 34.3 FEET (10.5 M) SOUTHWEST
 AA4214'OF A POWER POLE 369995/7190/001 WITH A TRANSFORMER, 53.0 FEET (16.2 M)
 AA4214'NORTHWEST OF A FIRE HYDRANT, 26.6 FEET (8.1 M) WEST NORTHWEST OF THE
 AA4214'CENTER OF ROAD 24, 33.8 FEET (10.3 M) SOUTHWEST OF A WITNESS POST.
 AA4214'DESCRIBED BY R.W. ROBERTS.
 AA4214
 AA4214                          STATION RECOVERY (2003)
 AA4214
 AA4214'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4214'STATION IS LOCATED 0.5 MILE WEST NORTHWEST OF SAINT MATTHEWS.
 AA4214'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AA4214'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AA4214'JUNCTION OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE) AND  STATE
 AA4214'HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS, GO NORTHWEST ON HIGHWAY 6
 AA4214'FOR  0.6 MILE TO THE STATION ON THE RIGHT NEAR THE EAST CORNER OF A
 AA4214'BRICK BUILDING NUMBER  101 AND IN THE NORTH ANGLE OF THE JUNCTION OF
 AA4214'STATE ROAD 24 (HERLONG AVENUE). STATION IS A CONCRETE POST PROJECTING
 AA4214'0.1 FOOT AND 0.5 FOOT ABOVE THE ROAD, 73.0  FEET NORTH NORTHEAST OF
 AA4214'THE CENTER OF THE HIGHWAY, 27.0 FEET WEST  NORTHWEST OF THE CENTER OF
 AA4214'THE ROAD, 5.8 FEET WEST NORTHWEST OF THE  NORTHWEST EDGE OF A
 AA4214'SIDEWALK, 10.4 FEET EAST SOUTHEAST OF THE EAST CORNER OF  THE
 AA4214'BUILDING, 34.0 FEET SOUTHWEST OF A POWER POLE NUMBER 369995 WITH A
 AA4214'TRANSFORMER AND SECURITY LIGHT, 53.0 FEET NORTHWEST OF A FIRE HYDRANT.
 AA4214'RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0814 ***********************************************************************
 DE0814  DESIGNATION -  1
 DE0814  PID         -  DE0814
 DE0814  STATE/COUNTY-  SC/AIKEN
 DE0814  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0814
 DE0814                         *CURRENT SURVEY CONTROL
 DE0814  ___________________________________________________________________
 DE0814* NAD 83(1986)-  33 23 09.     (N)    081 52 49.     (W)     SCALED    
 DE0814* NAVD 88     -        47.382  (meters)     155.45   (feet)  ADJUSTED  
 DE0814  ___________________________________________________________________
 DE0814  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DE0814  DYNAMIC HT  -          47.330 (meters)     155.28  (feet)  COMP
 DE0814  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 DE0814
 DE0814  VERT ORDER  -  FIRST     CLASS II
 DE0814
 DE0814.The horizontal coordinates were scaled from a topographic map and have
 DE0814.an estimated accuracy of +/- 6 seconds.
 DE0814
 DE0814.The orthometric height was determined by differential leveling
 DE0814.and adjusted by the National Geodetic Survey in June 1991..
 DE0814
 DE0814.The geoid height was determined by GEOID03.
 DE0814
 DE0814.The dynamic height is computed by dividing the NAVD 88
 DE0814.geopotential number by the normal gravity value computed on the
 DE0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0814.degrees latitude (g = 980.6199 gals.).
 DE0814
 DE0814.The modeled gravity was interpolated from observed gravity values.
 DE0814
 DE0814;                    North         East    Units  Estimated Accuracy
 DE0814;SPC SC       -   172,520.      527,710.      MT  (+/- 180 meters Scaled)
 DE0814
 DE0814                          SUPERSEDED SURVEY CONTROL
 DE0814
 DE0814  NGVD 29 (??/??/92)   47.621  (m)          156.24   (f) ADJ UNCH    1 2
 DE0814
 DE0814.Superseded values are not recommended for survey control.
 DE0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0814.See file dsdata.txt to determine how the superseded data were derived.
 DE0814
 DE0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS181944(NAD 83)
 DE0814_MARKER: P = PIPE CAP
 DE0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0814+STABILITY: SURFACE MOTION
 DE0814
 DE0814  HISTORY     - Date     Condition        Report By
 DE0814  HISTORY     - UNK      MONUMENTED       SCHD
 DE0814  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0814  HISTORY     - 20001206 MARK NOT FOUND   SCGS
 DE0814
 DE0814                          STATION DESCRIPTION
 DE0814
 DE0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0814'AT TWIGGS.
 DE0814'A THOROUGH SEARCH WAS MADE IN THE AREA BUT THE MARK WAS NOT
 DE0814'RECOVERED.  AT TWIGGS, AIKEN COUNTY, ON THE CHARLESTON AND WESTERN
 DE0814'CAROLINA RAILWAY, AT THE JUNCTION OF STATE HIGHWAY 28 AND A DIRT
 DE0814'ROAD LEADING TO THE STATION, 367 FEET NORTHEAST OF THE NORTHEAST
 DE0814'RAIL, 32 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET
 DE0814'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTHEAST OF A
 DE0814'SIGN S.C.H.D. BM 1, AND 1 FOOT LOWER THAN THE HIGHWAY.  THE TOP
 DE0814'OF A 2-INCH LEAD-FILLED PIPE SET IN A CONCRETE BASE AND PROJECTING
 DE0814'ABOUT 6 INCHES ABOVE GROUND.
 DE0814
 DE0814                          STATION RECOVERY (2000)
 DE0814
 DE0814'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE0814'NOT RECOVERED, SEARCHED 15 MINUTES, PULLED TAPE FROM AVAILABLE
 DE0814'REFERENCES, PRESUMED DESTROYED.  RECOVERY BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0184 ***********************************************************************
 CJ0184  DESIGNATION -  1
 CJ0184  PID         -  CJ0184
 CJ0184  STATE/COUNTY-  SC/CHARLESTON
 CJ0184  USGS QUAD   -  CHARLESTON (1983)
 CJ0184
 CJ0184                         *CURRENT SURVEY CONTROL
 CJ0184  ___________________________________________________________________
 CJ0184* NAD 83(1986)-  32 50 04.     (N)    079 58 00.     (W)     SCALED    
 CJ0184* NAVD 88     -         3.105  (meters)      10.19   (feet)  ADJUSTED  
 CJ0184  ___________________________________________________________________
 CJ0184  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CJ0184  DYNAMIC HT  -           3.101 (meters)      10.17  (feet)  COMP
 CJ0184  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 CJ0184
 CJ0184  VERT ORDER  -  FIRST     CLASS I
 CJ0184
 CJ0184.The horizontal coordinates were scaled from a topographic map and have
 CJ0184.an estimated accuracy of +/- 6 seconds.
 CJ0184
 CJ0184.The orthometric height was determined by differential leveling
 CJ0184.and adjusted by the National Geodetic Survey in June 1991..
 CJ0184.WARNING-Repeat measurements at this control monument indicate possible
 CJ0184.vertical movement.
 CJ0184
 CJ0184.The geoid height was determined by GEOID03.
 CJ0184
 CJ0184.The dynamic height is computed by dividing the NAVD 88
 CJ0184.geopotential number by the normal gravity value computed on the
 CJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0184.degrees latitude (g = 980.6199 gals.).
 CJ0184
 CJ0184.The modeled gravity was interpolated from observed gravity values.
 CJ0184
 CJ0184;                    North         East    Units  Estimated Accuracy
 CJ0184;SPC SC       -   111,510.      706,340.      MT  (+/- 180 meters Scaled)
 CJ0184
 CJ0184                          SUPERSEDED SURVEY CONTROL
 CJ0184
 CJ0184  NGVD 29 (03/21/89)    3.403  (m)           11.16   (f) ADJUSTED    1 1
 CJ0184
 CJ0184.Superseded values are not recommended for survey control.
 CJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0184.See file dsdata.txt to determine how the superseded data were derived.
 CJ0184
 CJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS967334(NAD 83)
 CJ0184_MARKER: DJ = TIDAL STATION DISK
 CJ0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CJ0184_SP_SET: TOP OF CONCRETE WALL
 CJ0184_STAMPING: NO 1 1933
 CJ0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0184
 CJ0184  HISTORY     - Date     Condition        Report By
 CJ0184  HISTORY     - 1933     MONUMENTED       CGS
 CJ0184  HISTORY     - 1952     GOOD             NGS
 CJ0184  HISTORY     - 1962     GOOD             NGS
 CJ0184  HISTORY     - 19950208 MARK NOT FOUND   USPSQD
 CJ0184
 CJ0184                          STATION DESCRIPTION
 CJ0184
 CJ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0184'3.8 MI NW FROM CHARLESTON.
 CJ0184'3.25 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 CJ0184'THE UNION STATION AT CHARLESTON, THENCE ABOUT 0.5 MILE WEST ALONG
 CJ0184'A ROAD LEADING THRU VIRGINIA-CAROLINA CHEMICAL PLANT, 17 1/2 FEET
 CJ0184'SOUTH OF SOUTH EDGE OF 4-FOOT HIGH CONCRETE WALL OF CIRCULAR WATER
 CJ0184'RESERVOIR, IN THE TOP OF THE SOUTHEAST CORNER  OF CONCRETE WALL OF
 CJ0184'A VALVE WELL, ABOUT 100 YARDS WEST OF THE TALLER ONE OF TWO FOUR
 CJ0184'CORNERED SMOKE STACK, 15.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 CJ0184'A NARROW GAUGE ELECTRIC RAILROAD WHICH RUNS PARALLEL TO NORTHEAST
 CJ0184'BANK OF ASHLEY RIVER, ABOUT 35 YARDS NORTHEAST OF WATERS EDGE AND
 CJ0184'ABOUT 1/2 FOOT ABOVE GROUND.
 CJ0184
 CJ0184                          STATION RECOVERY (1962)
 CJ0184
 CJ0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0184'RECOVERED IN GOOD CONDITION.
 CJ0184
 CJ0184                          STATION RECOVERY (1995)
 CJ0184
 CJ0184'RECOVERY NOTE BY US POWER SQUADRON 1995
 CJ0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0289 ***********************************************************************
 ED0289  DESIGNATION -  1 311
 ED0289  PID         -  ED0289
 ED0289  STATE/COUNTY-  SC/ANDERSON
 ED0289  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED0289
 ED0289                         *CURRENT SURVEY CONTROL
 ED0289  ___________________________________________________________________
 ED0289* NAD 83(1986)-  34 29 26.     (N)    082 39 16.     (W)     SCALED    
 ED0289* NAVD 88     -       230.272  (meters)     755.48   (feet)  ADJUSTED  
 ED0289  ___________________________________________________________________
 ED0289  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 ED0289  DYNAMIC HT  -         230.036 (meters)     754.71  (feet)  COMP
 ED0289  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 ED0289
 ED0289  VERT ORDER  -  FIRST     CLASS II
 ED0289
 ED0289.The horizontal coordinates were scaled from a topographic map and have
 ED0289.an estimated accuracy of +/- 6 seconds.
 ED0289
 ED0289.The orthometric height was determined by differential leveling
 ED0289.and adjusted by the National Geodetic Survey in June 1991..
 ED0289
 ED0289.The geoid height was determined by GEOID03.
 ED0289
 ED0289.The dynamic height is computed by dividing the NAVD 88
 ED0289.geopotential number by the normal gravity value computed on the
 ED0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0289.degrees latitude (g = 980.6199 gals.).
 ED0289
 ED0289.The modeled gravity was interpolated from observed gravity values.
 ED0289
 ED0289;                    North         East    Units  Estimated Accuracy
 ED0289;SPC SC       -   295,900.      457,660.      MT  (+/- 180 meters Scaled)
 ED0289
 ED0289                          SUPERSEDED SURVEY CONTROL
 ED0289
 ED0289  NGVD 29 (??/??/92)  230.372  (m)          755.81   (f) ADJ UNCH    1 2
 ED0289
 ED0289.Superseded values are not recommended for survey control.
 ED0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0289.See file dsdata.txt to determine how the superseded data were derived.
 ED0289
 ED0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU480177(NAD 83)
 ED0289_MARKER: N = NAIL
 ED0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0289_SP_SET: TREE
 ED0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0289
 ED0289  HISTORY     - Date     Condition        Report By
 ED0289  HISTORY     - UNK      MONUMENTED       SCHD
 ED0289  HISTORY     - 1933     GOOD             NGS
 ED0289
 ED0289                          STATION DESCRIPTION
 ED0289
 ED0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0289'1.2 MI S FROM ANDERSON.
 ED0289'1-1/4 MILES SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA
 ED0289'RAILWAY FROM ANDERSON, ANDERSON COUNTY, 0.2 MILE NORTH OF MILEPOST
 ED0289'100, JUST SOUTH OF THE UNDERPASS OF U.S. HIGHWAY 29, AT THE
 ED0289'NORTHEAST CORNER OF A CEMETERY, 46 FEET WEST OF THE WEST RAIL, IN
 ED0289'THE TRUNK OF A 12-INCH BLACK OAK TREE, ON THE NORTH SIDE, AND
 ED0289'ABOUT 1 FOOT HIGHER THAN THE GROUND.  A NAIL DRIVEN THROUGH A
 ED0289'BOTTLE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0464 ***********************************************************************
 ED0464  DESIGNATION -  1 312 A
 ED0464  PID         -  ED0464
 ED0464  STATE/COUNTY-  SC/OCONEE
 ED0464  USGS QUAD   -  WESTMINSTER (1980)
 ED0464
 ED0464                         *CURRENT SURVEY CONTROL
 ED0464  ___________________________________________________________________
 ED0464* NAD 83(1986)-  34 39 55.     (N)    083 07 22.     (W)     SCALED    
 ED0464* NAVD 88     -       267.82   (+/-2cm)     878.7    (feet)  VERTCON   
 ED0464  ___________________________________________________________________
 ED0464  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 ED0464
 ED0464  VERT ORDER  -  ? (See Below)
 ED0464
 ED0464.The horizontal coordinates were scaled from a topographic map and have
 ED0464.an estimated accuracy of +/- 6 seconds.
 ED0464
 ED0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0464.The vertical order pertains to the NGVD 29 superseded value.
 ED0464
 ED0464.The geoid height was determined by GEOID03.
 ED0464
 ED0464;                    North         East    Units  Estimated Accuracy
 ED0464;SPC SC       -   316,060.      415,050.      MT  (+/- 180 meters Scaled)
 ED0464
 ED0464                          SUPERSEDED SURVEY CONTROL
 ED0464
 ED0464  NGVD 29 (??/??/92)  267.844  (m)          878.75   (f) ADJ UNCH    ?  
 ED0464
 ED0464.Superseded values are not recommended for survey control.
 ED0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0464.See file dsdata.txt to determine how the superseded data were derived.
 ED0464
 ED0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU054379(NAD 83)
 ED0464_MARKER: Z = SEE DESCRIPTION
 ED0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0464_SP_SET: MILEPOST
 ED0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0464
 ED0464  HISTORY     - Date     Condition        Report By
 ED0464  HISTORY     - UNK      MONUMENTED       SCHD
 ED0464  HISTORY     - 1933     GOOD             NGS
 ED0464  HISTORY     - 1934     GOOD             NGS
 ED0464
 ED0464                          STATION DESCRIPTION
 ED0464
 ED0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0464'1.5 MI W FROM WESTMINSTER.
 ED0464'ABOUT 1.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 ED0464'AT WESTMINSTER, OCONEE COUNTY, ABOUT 685 FEET SOUTHWEST OF MILEPOST
 ED0464'533, NEAR A PROPOSED OVERHEAD CROSSING, ON THE TOP OF OLD STONE
 ED0464'MILEPOST 538, AND 17 FEET NORTHWEST OF THE CENTER LINE OF THE
 ED0464'SOUTH-BOUND MAIN TRACK.  THE HIGH POINT OF THE MILEPOST.
 ED0464
 ED0464                          STATION RECOVERY (1934)
 ED0464
 ED0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ED0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0330 ***********************************************************************
 ED0330  DESIGNATION -  1 38
 ED0330  PID         -  ED0330
 ED0330  STATE/COUNTY-  SC/OCONEE
 ED0330  USGS QUAD   -  SENECA (1980)
 ED0330
 ED0330                         *CURRENT SURVEY CONTROL
 ED0330  ___________________________________________________________________
 ED0330* NAD 83(1986)-  34 41 11.     (N)    082 58 37.     (W)     SCALED    
 ED0330* NAVD 88     -       275.055  (meters)     902.41   (feet)  POSTED    
 ED0330  ___________________________________________________________________
 ED0330  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED0330  DYNAMIC HT  -         274.770 (meters)     901.47  (feet)  COMP
 ED0330  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 ED0330
 ED0330  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ED0330
 ED0330.The horizontal coordinates were scaled from a topographic map and have
 ED0330.an estimated accuracy of +/- 6 seconds.
 ED0330
 ED0330.The orthometric height was determined by differential leveling
 ED0330.and adjusted by the National Geodetic Survey in 1992..
 ED0330.No vertical observational check was made to the station.
 ED0330.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ED0330.was located on a no-check spur therefore a value was not computed.
 ED0330
 ED0330.The geoid height was determined by GEOID03.
 ED0330
 ED0330.The dynamic height is computed by dividing the NAVD 88
 ED0330.geopotential number by the normal gravity value computed on the
 ED0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0330.degrees latitude (g = 980.6199 gals.).
 ED0330
 ED0330.The modeled gravity was interpolated from observed gravity values.
 ED0330
 ED0330;                    North         East    Units  Estimated Accuracy
 ED0330;SPC SC       -   318,140.      428,460.      MT  (+/- 180 meters Scaled)
 ED0330
 ED0330                          SUPERSEDED SURVEY CONTROL
 ED0330
 ED0330  NGVD 29 (??/??/92)  275.087  (m)          902.51   (f) ADJ UNCH    1 2
 ED0330
 ED0330.Superseded values are not recommended for survey control.
 ED0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0330.See file dsdata.txt to determine how the superseded data were derived.
 ED0330
 ED0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU189400(NAD 83)
 ED0330_MARKER: N = NAIL
 ED0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0330_SP_SET: OAK TREE ROOT
 ED0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0330
 ED0330  HISTORY     - Date     Condition        Report By
 ED0330  HISTORY     - UNK      MONUMENTED       SCHD
 ED0330  HISTORY     - 1934     GOOD             NGS
 ED0330  HISTORY     - 1982     MARK NOT FOUND   NGS
 ED0330
 ED0330                          STATION DESCRIPTION
 ED0330
 ED0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ED0330'1.4 MI W FROM SENECA.
 ED0330'1.4 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 ED0330'SENECA, OCONEE COUNTY, 625 FEET WEST OF MILEPOST 524, ON A
 ED0330'GENTLE SOUTH SLOPE IN AN OPEN PASTURE, 600 FEET NORTH OF THE
 ED0330'TRACK, IN THE ROOT OF A 30-INCH OAK TREE.
 ED0330
 ED0330                          STATION RECOVERY (1982)
 ED0330
 ED0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0330'NOT RECOVERED, BELIEVED DESTROYED SINCE AN OAK TREE COULD NOT BE FOUND
 ED0330'AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0296 ***********************************************************************
 ED0296  DESIGNATION -  1 668 B
 ED0296  PID         -  ED0296
 ED0296  STATE/COUNTY-  SC/ANDERSON
 ED0296  USGS QUAD   -  IVA (1979)
 ED0296
 ED0296                         *CURRENT SURVEY CONTROL
 ED0296  ___________________________________________________________________
 ED0296* NAD 83(1986)-  34 20 59.     (N)    082 41 09.     (W)     SCALED    
 ED0296* NAVD 88     -       233.064  (meters)     764.64   (feet)  ADJUSTED  
 ED0296  ___________________________________________________________________
 ED0296  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ED0296  DYNAMIC HT  -         232.825 (meters)     763.86  (feet)  COMP
 ED0296  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 ED0296
 ED0296  VERT ORDER  -  FIRST     CLASS II
 ED0296
 ED0296.The horizontal coordinates were scaled from a topographic map and have
 ED0296.an estimated accuracy of +/- 6 seconds.
 ED0296
 ED0296.The orthometric height was determined by differential leveling
 ED0296.and adjusted by the National Geodetic Survey in June 1991..
 ED0296
 ED0296.The geoid height was determined by GEOID03.
 ED0296
 ED0296.The dynamic height is computed by dividing the NAVD 88
 ED0296.geopotential number by the normal gravity value computed on the
 ED0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0296.degrees latitude (g = 980.6199 gals.).
 ED0296
 ED0296.The modeled gravity was interpolated from observed gravity values.
 ED0296
 ED0296;                    North         East    Units  Estimated Accuracy
 ED0296;SPC SC       -   280,330.      454,520.      MT  (+/- 180 meters Scaled)
 ED0296
 ED0296                          SUPERSEDED SURVEY CONTROL
 ED0296
 ED0296  NGVD 29 (??/??/92)  233.178  (m)          765.02   (f) ADJ UNCH    1 2
 ED0296
 ED0296.Superseded values are not recommended for survey control.
 ED0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0296.See file dsdata.txt to determine how the superseded data were derived.
 ED0296
 ED0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU449022(NAD 83)
 ED0296_MARKER: N = NAIL
 ED0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0296_SP_SET: TREE
 ED0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0296
 ED0296  HISTORY     - Date     Condition        Report By
 ED0296  HISTORY     - UNK      MONUMENTED       SCHD
 ED0296  HISTORY     - 1933     GOOD             NGS
 ED0296
 ED0296                          STATION DESCRIPTION
 ED0296
 ED0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0296'2.1 MI S FROM STARR.
 ED0296'2.1 MILES SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA
 ED0296'RAILWAY FROM STARR, ANDERSON COUNTY, 0.2 MILE NORTH OF MILEPOST 89,
 ED0296'79 FEET WEST OF THE WEST RAIL, 32 FEET WEST OF THE CENTERLINE OF
 ED0296'STATE HIGHWAY 82, IN A FARMYARD, AND IN THE ROOT OF A 14-INCH
 ED0296'OAK TREE.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0292 ***********************************************************************
 ED0292  DESIGNATION -  1 688 A
 ED0292  PID         -  ED0292
 ED0292  STATE/COUNTY-  SC/ANDERSON
 ED0292  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED0292
 ED0292                         *CURRENT SURVEY CONTROL
 ED0292  ___________________________________________________________________
 ED0292* NAD 83(1986)-  34 25 29.     (N)    082 40 01.     (W)     SCALED    
 ED0292* NAVD 88     -       251.419  (meters)     824.86   (feet)  ADJUSTED  
 ED0292  ___________________________________________________________________
 ED0292  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 ED0292  DYNAMIC HT  -         251.162 (meters)     824.02  (feet)  COMP
 ED0292  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 ED0292
 ED0292  VERT ORDER  -  FIRST     CLASS II
 ED0292
 ED0292.The horizontal coordinates were scaled from a topographic map and have
 ED0292.an estimated accuracy of +/- 6 seconds.
 ED0292
 ED0292.The orthometric height was determined by differential leveling
 ED0292.and adjusted by the National Geodetic Survey in June 1991..
 ED0292
 ED0292.The geoid height was determined by GEOID03.
 ED0292
 ED0292.The dynamic height is computed by dividing the NAVD 88
 ED0292.geopotential number by the normal gravity value computed on the
 ED0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0292.degrees latitude (g = 980.6199 gals.).
 ED0292
 ED0292.The modeled gravity was interpolated from observed gravity values.
 ED0292
 ED0292;                    North         East    Units  Estimated Accuracy
 ED0292;SPC SC       -   288,620.      456,400.      MT  (+/- 180 meters Scaled)
 ED0292
 ED0292                          SUPERSEDED SURVEY CONTROL
 ED0292
 ED0292  NGVD 29 (??/??/92)  251.525  (m)          825.21   (f) ADJ UNCH    1 2
 ED0292
 ED0292.Superseded values are not recommended for survey control.
 ED0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0292.See file dsdata.txt to determine how the superseded data were derived.
 ED0292
 ED0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU468105(NAD 83)
 ED0292_MARKER: N = NAIL
 ED0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0292_SP_SET: TREE
 ED0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0292
 ED0292  HISTORY     - Date     Condition        Report By
 ED0292  HISTORY     - UNK      MONUMENTED       SCHD
 ED0292  HISTORY     - 1933     GOOD             NGS
 ED0292
 ED0292                          STATION DESCRIPTION
 ED0292
 ED0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0292'2 MI N FROM DEAN.
 ED0292'ABOUT 2 MILES NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA
 ED0292'RAILWAY FROM THE STATION AT DEAN, ANDERSON COUNTY, 357 FEET NORTH
 ED0292'OF MILEPOST 95, 189 FEET EAST OF THE EAST RAIL, 100 FEET EAST OF STATE
 ED0292'HIGHWAY 81, IN A NOTCH ON THE WEST SIDE OF A 50-INCH OAK TREE,
 ED0292'AND 2 FEET ABOVE GROUND.  A NAIL DRIVEN THROUGH A BOTTLE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0351 ***********************************************************************
 ED0351  DESIGNATION -  1 96
 ED0351  PID         -  ED0351
 ED0351  STATE/COUNTY-  SC/ANDERSON
 ED0351  USGS QUAD   -  BELTON EAST (1983)
 ED0351
 ED0351                         *CURRENT SURVEY CONTROL
 ED0351  ___________________________________________________________________
 ED0351* NAD 83(1986)-  34 31 23.     (N)    082 29 39.     (W)     SCALED    
 ED0351* NAVD 88     -       271.505  (meters)     890.76   (feet)  ADJUSTED  
 ED0351  ___________________________________________________________________
 ED0351  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 ED0351  DYNAMIC HT  -         271.227 (meters)     889.85  (feet)  COMP
 ED0351  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 ED0351
 ED0351  VERT ORDER  -  FIRST     CLASS II
 ED0351
 ED0351.The horizontal coordinates were scaled from a topographic map and have
 ED0351.an estimated accuracy of +/- 6 seconds.
 ED0351
 ED0351.The orthometric height was determined by differential leveling
 ED0351.and adjusted by the National Geodetic Survey in June 1991..
 ED0351
 ED0351.The geoid height was determined by GEOID03.
 ED0351
 ED0351.The dynamic height is computed by dividing the NAVD 88
 ED0351.geopotential number by the normal gravity value computed on the
 ED0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0351.degrees latitude (g = 980.6199 gals.).
 ED0351
 ED0351.The modeled gravity was interpolated from observed gravity values.
 ED0351
 ED0351;                    North         East    Units  Estimated Accuracy
 ED0351;SPC SC       -   299,280.      472,430.      MT  (+/- 180 meters Scaled)
 ED0351
 ED0351                          SUPERSEDED SURVEY CONTROL
 ED0351
 ED0351  NGVD 29 (??/??/92)  271.604  (m)          891.09   (f) ADJ UNCH    1 2
 ED0351
 ED0351.Superseded values are not recommended for survey control.
 ED0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0351.See file dsdata.txt to determine how the superseded data were derived.
 ED0351
 ED0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU628211(NAD 83)
 ED0351_MARKER: Z = SEE DESCRIPTION
 ED0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0351_SP_SET: FIRE HYDRANT
 ED0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0351
 ED0351  HISTORY     - Date     Condition        Report By
 ED0351  HISTORY     - UNK      MONUMENTED       SCHD
 ED0351  HISTORY     - 1934     GOOD             NGS
 ED0351
 ED0351                          STATION DESCRIPTION
 ED0351
 ED0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ED0351'AT BELTON.
 ED0351'AT BELTON, ANDERSON COUNTY, 200 FEET EAST OF THE SOUTHERN
 ED0351'RAILWAY STATION, 390 FEET SOUTHEAST OF MILEPOST 117, AT THE
 ED0351'CORNER OF HORTONS PHARMACY, ON TOP OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9451 ***********************************************************************
 AA9451  HT_MOD      -  This is a Height Modernization Survey Station.
 AA9451  DESIGNATION -  1 A
 AA9451  PID         -  AA9451
 AA9451  STATE/COUNTY-  SC/FAIRFIELD
 AA9451  USGS QUAD   -  GREAT FALLS (1969)
 AA9451
 AA9451                         *CURRENT SURVEY CONTROL
 AA9451  ___________________________________________________________________
 AA9451* NAD 83(2001)-  34 32 23.05457(N)    080 52 41.50399(W)     ADJUSTED  
 AA9451* NAVD 88     -        93.20   (meters)     305.8    (feet)  GPS OBS   
 AA9451  ___________________________________________________________________
 AA9451  X           -     833,824.016 (meters)                     COMP
 AA9451  Y           -  -5,193,081.653 (meters)                     COMP
 AA9451  Z           -   3,595,959.476 (meters)                     COMP
 AA9451  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AA9451  ELLIP HEIGHT-          62.68  (meters)          (03/13/03) GPS OBS
 AA9451  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AA9451
 AA9451  HORZ ORDER  -  FIRST
 AA9451  ELLP ORDER  -  FOURTH    CLASS II
 AA9451
 AA9451.The horizontal coordinates were established by GPS observations
 AA9451.and adjusted by the National Geodetic Survey in March 2003..
 AA9451
 AA9451.The orthometric height was determined by GPS observations and a
 AA9451.high-resolution geoid model using precise GPS observation and
 AA9451.processing techniques.
 AA9451
 AA9451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9451
 AA9451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9451
 AA9451.The ellipsoidal height was determined by GPS observations
 AA9451.and is referenced to NAD 83.
 AA9451
 AA9451.The geoid height was determined by GEOID03.
 AA9451
 AA9451;                    North         East     Units Scale Factor Converg.
 AA9451;SPC SC       -   300,144.351   620,780.186   MT  0.99990889   +0 04 03.1
 AA9451;SPC SC       -   984,725.56  2,036,680.40   iFT  0.99990889   +0 04 03.1
 AA9451;UTM  17      - 3,822,010.360   511,176.738   MT  0.99960154   +0 04 08.6
 AA9451
 AA9451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9451!SPC SC       -   0.99999016  x   0.99990889  =   0.99989905
 AA9451!UTM  17      -   0.99999016  x   0.99960154  =   0.99959170
 AA9451
 AA9451                          SUPERSEDED SURVEY CONTROL
 AA9451
 AA9451  NAD 83(1995)-  34 32 23.05471(N)    080 52 41.50359(W) AD(       ) 1
 AA9451  ELLIP H (12/20/99)   62.69   (m)                       GP(       ) 4 1
 AA9451  NAD 83(1986)-  34 32 23.07185(N)    080 52 41.50807(W) AD(       ) 1
 AA9451
 AA9451.Superseded values are not recommended for survey control.
 AA9451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9451.See file dsdata.txt to determine how the superseded data were derived.
 AA9451
 AA9451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1117722010(NAD 83)
 AA9451_MARKER: DB = BENCH MARK DISK
 AA9451_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9451_SP_SET: CONCRETE WALKWAY ON BEDROCK
 AA9451_STAMPING: 308 1 A 1933
 AA9451_MARK LOGO: USGS  
 AA9451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9451+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1998
 AA9451
 AA9451  HISTORY     - Date     Condition        Report By
 AA9451  HISTORY     - 1933     MONUMENTED       USGS
 AA9451  HISTORY     - 19940314 GOOD             SCGS
 AA9451  HISTORY     - 19970618 GOOD             SCGS
 AA9451  HISTORY     - 19980805 GOOD             SCGS
 AA9451
 AA9451                          STATION DESCRIPTION
 AA9451
 AA9451'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA9451'STATION IS LOCATED 2.8 MILESSOUTHEAST OF GREAT FALLS.  OWNERSHIP--DUKE
 AA9451'POWER COMPANY, 422 SOUTH CHURCH STREET, CHARLOTTE, NC 28242.  TO REACH
 AA9451'THE STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAY 21 AND STATE
 AA9451'HIGHWAY 200 (COLUMBIA AND OLD WINNSBORO ROADS), 2.85 MILES (4.59 KM)
 AA9451'SOUTH SOUTHWEST OF GREAT FALLS, GO SOUTH SOUTHWEST ON HIGHWAY 21 FOR
 AA9451'0.15 MILETO THE JUNCTION OF STATE ROAD 268 (PEAY ROAD) , TURN LEFT ON
 AA9451'ROAD 268 FOR 2.2 MILESTO THE JUNCTION OF STATE ROAD 20 (CATAWBA ROAD),
 AA9451'TURN LEFT ON ROAD 20 FOR 1.25 MILESTO THE JUNCTION OF STATE ROAD 68
 AA9451'AND A GRAVEL ROAD, CONTINUE AHEAD ON THE GRAVEL ROAD FOR 0.15 MILETO A
 AA9451'DRIVEWAY LEFT, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILETO A SET OF
 AA9451'METAL STAIRS LEADING UP TO A PARKING AREA AND CONCRETE STAIRS LEADING
 AA9451'DOWN TO THE STATION NEAR THE SOUTHWEST END OF THE SOUTH WING OF A
 AA9451'CONCRETE DAM FOR THE ROCKY CREEK HYDRO STATION. STATION IS A DRILL
 AA9451'MARK IN A CONCRETE WALKWAY AND LEVEL WITH THE DAM, 5.5 FEETSOUTH
 AA9451'SOUTHWEST OF THE SOUTHWEST CORNER OF METAL STEPS LEADING DOWN TO THE
 AA9451'POWER HOUSE, 20.2 FEETEAST OF THE SOUTHEAST CORNER OF CONCRETE STEPS
 AA9451'LEADING UP TO A BRICK BUILDING, 4.2 FEETSOUTHEAST OF THE SOUTHEAST
 AA9451'EDGE OF THE TOP OF THE DAM, 135.9 FEETEAST SOUTHEAST OF THE SOUTHEAST
 AA9451'CORNER OF THE BRICK BUILDING, 0.7 FOOTNORTH NORTHEAST OF THE NORTH
 AA9451'FACE OF A RETAINING WALL ALONG THE SOUTH EDGE OF THE WALKWAY, 1.4
 AA9451'FEETNORTH NORTHEAST OF THE A WITNESS POST.  RECOVERED BY C.E.
 AA9451'GEOGHEGAN.
 AA9451
 AA9451                          STATION RECOVERY (1997)
 AA9451
 AA9451'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AA9451'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHEAST OF GREAT FALLS.
 AA9451'OWNERSHIP--DUKE POWER COMPANY, 422 SOUTH CHURCH STREET, CHARLOTTE, NC
 AA9451'28242.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAY
 AA9451'21 AND STATE HIGHWAY 200 (COLUMBIA AND OLD WINNSBORO ROADS) , 2.85
 AA9451'MILES (4.59 KM) SOUTH SOUTHWEST OF GREAT FALLS, GO SOUTH SOUTHWEST ON
 AA9451'HIGHWAY 21 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 268
 AA9451'(PEAY ROAD) , TURN LEFT ON ROAD 268 FOR 2.2 MILES (3.5 KM) TO THE
 AA9451'JUNCTION OF STATE ROAD 20 (CATAWBA ROAD) , TURN LEFT ON ROAD 20 FOR
 AA9451'1.25 MILES (2.01 KM) TO THE JUNCTION OF STATE ROAD 68 AND A GRAVEL
 AA9451'ROAD, CONTINUE AHEAD ON THE GRAVEL ROAD FOR 0.15 MILE (0.24 KM) TO A
 AA9451'DRIVEWAY LEFT, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO A
 AA9451'SET OF METAL STAIRS LEADING UP TO A PARKING AREA AND CONCRETE STAIRS
 AA9451'LEADING DOWN TO THE STATION NEAR THE SOUTHWEST END OF THE SOUTH WING
 AA9451'OF A CONCRETE DAM FOR THE ROCKY CREEK HYDRO STATION.  STATION IS A
 AA9451'DRILL MARK IN A CONCRETE WALKWAY AND LEVEL WITH THE DAM, 5.5 FEET (1.7
 AA9451'M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF METAL STEPS LEADING DOWN
 AA9451'TO THE POWER HOUSE, 20.2 FEET (6.2 M) EAST OF THE SOUTHEAST CORNER OF
 AA9451'CONCRETE STEPS LEADING UP TO A BRICK BUILDING, 4.2 FEET (1.3 M)
 AA9451'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TOP OF THE DAM, 135.9 FEET
 AA9451'(41.4 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK BUILDING,
 AA9451'0.7 FOOT (21.3 CM) NORTH NORTHEAST OF THE NORTH FACE OF A RETAINING
 AA9451'WALL ALONG THE SOUTH EDGE OF THE WALKWAY, 1.4 FEET (0.4 M) NORTH
 AA9451'NORTHEAST OF THE A WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
 AA9451
 AA9451                          STATION RECOVERY (1998)
 AA9451
 AA9451'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA9451'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHEAST OF GREAT FALLS, 16.15
 AA9451'MILES (25.99 KM) NORTHEAST OF WINNSBORO.  OWNERSHIP--DUKE POWER
 AA9451'COMPANY, 422 SOUTH CHURCH STREET, CHARLOTTE, NC 28242.  TO REACH THE
 AA9451'STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAY 21 AND STATE HIGHWAY
 AA9451'200 (COLUMBIA AND OLD WINNSBORO ROADS) , 2.85 MILES (4.59 KM) SOUTH
 AA9451'SOUTHWEST OF GREAT FALLS, GO SOUTH SOUTHWEST ON HIGHWAY 21 FOR 0.15
 AA9451'MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 268 (PEAY RIDGE ROAD) ,
 AA9451'TURN LEFT ON ROAD 268 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF STATE
 AA9451'ROAD 20 (CATAWBA ROAD) , TURN LEFT ON ROAD 20 FOR 1.25 MILES (2.01 KM)
 AA9451'TO THE JUNCTION OF STATE ROAD 68 AND A GRAVEL ROAD, CONTINUE AHEAD ON
 AA9451'THE GRAVEL ROAD FOR 0.15 MILE (0.24 KM) TO A DRIVEWAY LEFT, TURN LEFT
 AA9451'ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO A SET OF METAL STAIRS
 AA9451'LEADING UP TO A PARKING AREA AND CONCRETE STAIRS LEADING DOWN TO THE
 AA9451'STATION NEAR THE SOUTHWEST END OF THE SOUTH WING OF A CONCRETE DAM FOR
 AA9451'THE ROCKY CREEK HYDRO STATION.  STATION IS A DRILL MARK IN A CONCRETE
 AA9451'WALKWAY AND LEVEL WITH THE DAM, 5.5 FEET (1.7 M) SOUTH SOUTHWEST OF
 AA9451'THE SOUTHWEST CORNER OF METAL STEPS LEADING DOWN TO THE POWER HOUSE,
 AA9451'20.2 FEET (6.2 M) EAST OF THE SOUTHEAST CORNER OF CONCRETE STEPS
 AA9451'LEADING UP TO A BRICK BUILDING, 4.2 FEET (1.3 M) SOUTHEAST OF THE
 AA9451'SOUTHEAST EDGE OF THE TOP OF THE DAM, 135.9 FEET (41.4 M) EAST
 AA9451'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK BUILDING, 0.7 FOOT
 AA9451'(21.3 CM) NORTH NORTHEAST OF THE NORTH FACE OF A RETAINING WALL ALONG
 AA9451'THE SOUTH EDGE OF THE WALKWAY. RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4749 ***********************************************************************
 DD4749  DESIGNATION -  1 MEA
 DD4749  PID         -  DD4749
 DD4749  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4749  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD4749
 DD4749                         *CURRENT SURVEY CONTROL
 DD4749  ___________________________________________________________________
 DD4749* NAD 83(1986)-  33 33 20.     (N)    079 42 27.     (W)     SCALED    
 DD4749* NAVD 88     -         8.393  (meters)      27.54   (feet)  ADJUSTED  
 DD4749  ___________________________________________________________________
 DD4749  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DD4749  DYNAMIC HT  -           8.384 (meters)      27.51  (feet)  COMP
 DD4749  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 DD4749
 DD4749  VERT ORDER  -  FIRST     CLASS II
 DD4749
 DD4749.The horizontal coordinates were scaled from a topographic map and have
 DD4749.an estimated accuracy of +/- 6 seconds.
 DD4749
 DD4749.The orthometric height was determined by differential leveling
 DD4749.and adjusted by the National Geodetic Survey in June 1994..
 DD4749
 DD4749.The geoid height was determined by GEOID03.
 DD4749
 DD4749.The dynamic height is computed by dividing the NAVD 88
 DD4749.geopotential number by the normal gravity value computed on the
 DD4749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4749.degrees latitude (g = 980.6199 gals.).
 DD4749
 DD4749.The modeled gravity was interpolated from observed gravity values.
 DD4749
 DD4749;                    North         East    Units  Estimated Accuracy
 DD4749;SPC SC       -   191,740.      729,600.      MT  (+/- 180 meters Scaled)
 DD4749
 DD4749                          SUPERSEDED SURVEY CONTROL
 DD4749
 DD4749.No superseded survey control is available for this station.
 DD4749
 DD4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT199136(NAD 83)
 DD4749_MARKER: DD = SURVEY DISK
 DD4749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD4749_SP_SET: BRIDGE CURB
 DD4749_STAMPING: 28 1 MEA 1984
 DD4749_MARK LOGO: USGS  
 DD4749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4749+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1993
 DD4749
 DD4749  HISTORY     - Date     Condition        Report By
 DD4749  HISTORY     - 1984     MONUMENTED       USGS
 DD4749  HISTORY     - 19930503 GOOD             SCGS
 DD4749
 DD4749                          STATION DESCRIPTION
 DD4749
 DD4749'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4749'STATION IS LOCATED 10.3 MILES (16.6 KM) SOUTHEAST OF KINGSTREE, 11.1
 DD4749'MILES (17.9 KM) NORTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4749'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4749'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4749'521 AND STATE HIGHWAY 41 IN ANDREWS, GO NORTHWEST ON HIGHWAY 521 FOR
 DD4749'10.4 MILES (16.7 KM) TO THE JUNCTION OF STATE ROAD 30, TURN RIGHT ON
 DD4749'ROAD 30 FOR 1.2 MILES (1.9 KM) TO THE STATION IN THE CURB AT THE
 DD4749'SOUTHEAST CORNER OF THE BRIDGE OVER BLACK RIVER. STATION IS A DRILL
 DD4749'MARK IN THE CURB AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 13.3 FEET
 DD4749'(4.1 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 1.3 FEET (0.4 M)
 DD4749'NORTH NORTHWEST OF THE SOUTH END OF THE CURB. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0083 ***********************************************************************
 CJ0083  DESIGNATION -  1 USE
 CJ0083  PID         -  CJ0083
 CJ0083  STATE/COUNTY-  SC/CHARLESTON
 CJ0083  USGS QUAD   -  CHARLESTON (1983)
 CJ0083
 CJ0083                         *CURRENT SURVEY CONTROL
 CJ0083  ___________________________________________________________________
 CJ0083* NAD 83(1986)-  32 46 53.     (N)    079 55 32.     (W)     SCALED    
 CJ0083* NAVD 88     -         2.537  (meters)       8.32   (feet)  ADJUSTED  
 CJ0083  ___________________________________________________________________
 CJ0083  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0083  DYNAMIC HT  -           2.534 (meters)       8.31  (feet)  COMP
 CJ0083  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 CJ0083
 CJ0083  VERT ORDER  -  FIRST     CLASS I
 CJ0083
 CJ0083.The horizontal coordinates were scaled from a topographic map and have
 CJ0083.an estimated accuracy of +/- 6 seconds.
 CJ0083
 CJ0083.The orthometric height was determined by differential leveling
 CJ0083.and adjusted by the National Geodetic Survey in June 1991..
 CJ0083
 CJ0083.The geoid height was determined by GEOID03.
 CJ0083
 CJ0083.The dynamic height is computed by dividing the NAVD 88
 CJ0083.geopotential number by the normal gravity value computed on the
 CJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0083.degrees latitude (g = 980.6199 gals.).
 CJ0083
 CJ0083.The modeled gravity was interpolated from observed gravity values.
 CJ0083
 CJ0083;                    North         East    Units  Estimated Accuracy
 CJ0083;SPC SC       -   105,660.      710,250.      MT  (+/- 180 meters Scaled)
 CJ0083
 CJ0083                          SUPERSEDED SURVEY CONTROL
 CJ0083
 CJ0083  NGVD 29 (03/21/89)    2.835  (m)            9.30   (f) ADJUSTED    1 1
 CJ0083
 CJ0083.Superseded values are not recommended for survey control.
 CJ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0083.See file dsdata.txt to determine how the superseded data were derived.
 CJ0083
 CJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS006275(NAD 83)
 CJ0083_MARKER: X = CHISELED CROSS
 CJ0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CJ0083_SP_SET: STEP
 CJ0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0083
 CJ0083  HISTORY     - Date     Condition        Report By
 CJ0083  HISTORY     - UNK      MONUMENTED       DOD
 CJ0083  HISTORY     - 1952     GOOD             NGS
 CJ0083  HISTORY     - 1974     GOOD             NGS
 CJ0083  HISTORY     - 1989     GOOD             USPSQD
 CJ0083
 CJ0083                          STATION DESCRIPTION
 CJ0083
 CJ0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0083'AT CHARLESTON.
 CJ0083'AT CHARLESTON, AT INTERSECTION OF MARKET AND CONCORD STREETS,
 CJ0083'ON EAST SIDE OF CUSTOMHOUSE, A CHISELED CROSS IN THE TOP AND
 CJ0083'NEAR THE NORTH END OF BOTTOM STEP OF EAST ENTRANCE, 1 FOOT SOUTH
 CJ0083'OF AN IRON RAILING FENCE, 1/2 FOOT NORTH OF TIDAL 5 = 9 (U.S.G.S.)
 CJ0083'AND ABOUT 1/2 FOOT ABOVE WALK.
 CJ0083
 CJ0083                          STATION RECOVERY (1974)
 CJ0083
 CJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0083'RECOVERED IN GOOD CONDITION.
 CJ0083
 CJ0083                          STATION RECOVERY (1989)
 CJ0083
 CJ0083'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0396 ***********************************************************************
 DD0396  DESIGNATION -  10
 DD0396  PID         -  DD0396
 DD0396  STATE/COUNTY-  SC/CHARLESTON
 DD0396  USGS QUAD   -  OCEAN BAY (1992)
 DD0396
 DD0396                         *CURRENT SURVEY CONTROL
 DD0396  ___________________________________________________________________
 DD0396* NAD 83(1986)-  33 01 48.     (N)    079 37 33.     (W)     SCALED    
 DD0396* NAVD 88     -         3.114  (meters)      10.22   (feet)  POSTED    
 DD0396  ___________________________________________________________________
 DD0396  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DD0396  DYNAMIC HT  -           3.110 (meters)      10.20  (feet)  COMP
 DD0396  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 DD0396
 DD0396  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DD0396
 DD0396.The horizontal coordinates were scaled from a topographic map and have
 DD0396.an estimated accuracy of +/- 6 seconds.
 DD0396
 DD0396.The orthometric height was determined by differential leveling
 DD0396.and adjusted by the National Geodetic Survey in 1992..
 DD0396.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DD0396.rate of 0.0 thru 1.0 mm/km.
 DD0396
 DD0396.The geoid height was determined by GEOID03.
 DD0396
 DD0396.The dynamic height is computed by dividing the NAVD 88
 DD0396.geopotential number by the normal gravity value computed on the
 DD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0396.degrees latitude (g = 980.6199 gals.).
 DD0396
 DD0396.The modeled gravity was interpolated from observed gravity values.
 DD0396
 DD0396;                    North         East    Units  Estimated Accuracy
 DD0396;SPC SC       -   133,560.      737,950.      MT  (+/- 180 meters Scaled)
 DD0396
 DD0396                          SUPERSEDED SURVEY CONTROL
 DD0396
 DD0396  NGVD 29 (??/??/92)    3.424  (m)           11.23   (f) ADJ UNCH    1 2
 DD0396
 DD0396.Superseded values are not recommended for survey control.
 DD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0396.See file dsdata.txt to determine how the superseded data were derived.
 DD0396
 DD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS283554(NAD 83)
 DD0396_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DD0396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0396_STAMPING: 11.188
 DD0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0396
 DD0396  HISTORY     - Date     Condition        Report By
 DD0396  HISTORY     - UNK      MONUMENTED       USGS
 DD0396  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0396
 DD0396                          STATION DESCRIPTION
 DD0396
 DD0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0396'22.9 MI NE FROM MOUNT PLEASANT.
 DD0396'22.9 MILES NORTH ALONG U.S. HIGHWAY 701 FROM MOUNT PLEASANT,
 DD0396'CHARLESTON COUNTY, 300 FEET SOUTH OF AWENDAW CREEK, 31 FEET
 DD0396'SOUTHWEST OF THE SOUTHWEST WALL OF THAMES BROS. STORE IN 1934,
 DD0396'25.8 FEET EAST OF THE EAST CORNER OF A HOUSE, 65.5 FEET NORTHWEST
 DD0396'OF THE NORTHWEST EDGE OF THE HIGHWAY, IN THE EAST CORNER OF A
 DD0396'YARD, 1.5 FEET SOUTHWEST OF THE FENCE, AND ABOUT 6 INCHES LOWER
 DD0396'THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DD0396'CAP, STAMPED 11.188 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 DD0396'PIPE PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0206 ***********************************************************************
 DD0206  DESIGNATION -  10
 DD0206  PID         -  DD0206
 DD0206  STATE/COUNTY-  SC/HORRY
 DD0206  USGS QUAD   -  BUCKSVILLE (1973)
 DD0206
 DD0206                         *CURRENT SURVEY CONTROL
 DD0206  ___________________________________________________________________
 DD0206* NAD 83(1986)-  33 43 45.     (N)    079 05 04.     (W)     SCALED    
 DD0206* NAVD 88     -         6.59   (+/-2cm)      21.6    (feet)  VERTCON   
 DD0206  ___________________________________________________________________
 DD0206  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DD0206
 DD0206  VERT ORDER  -  ? (See Below)
 DD0206
 DD0206.The horizontal coordinates were scaled from a topographic map and have
 DD0206.an estimated accuracy of +/- 6 seconds.
 DD0206
 DD0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD0206.The vertical order pertains to the NGVD 29 superseded value.
 DD0206
 DD0206.The geoid height was determined by GEOID03.
 DD0206
 DD0206;                    North         East    Units  Estimated Accuracy
 DD0206;SPC SC       -   211,890.      787,080.      MT  (+/- 180 meters Scaled)
 DD0206
 DD0206                          SUPERSEDED SURVEY CONTROL
 DD0206
 DD0206  NGVD 29 (??/??/92)    6.895  (m)           22.62   (f) ADJ UNCH    ?  
 DD0206
 DD0206.Superseded values are not recommended for survey control.
 DD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0206.See file dsdata.txt to determine how the superseded data were derived.
 DD0206
 DD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT774337(NAD 83)
 DD0206_MARKER: N = NAIL
 DD0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0206_SP_SET: TREE
 DD0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0206
 DD0206  HISTORY     - Date     Condition        Report By
 DD0206  HISTORY     - UNK      MONUMENTED       SCHD
 DD0206  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0206
 DD0206                          STATION DESCRIPTION
 DD0206
 DD0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0206'8 MI S FROM CONWAY.
 DD0206'8.0 MILES SOUTH ALONG U.S. HIGHWAY 701 FROM MAIN STREET IN
 DD0206'CONWAY, 63 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND AT
 DD0206'HIGHWAY STATION MARKER 414.  THE MARK IS A NAIL AND A WASHER
 DD0206'IN THE SOUTHEAST ROOT OF A 10-INCH GUM TREE, WITNESSED BY A WOODEN
 DD0206'ARROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0790 ***********************************************************************
 CK0790  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0790  DESIGNATION -  10
 CK0790  PID         -  CK0790
 CK0790  STATE/COUNTY-  SC/BEAUFORT
 CK0790  USGS QUAD   -  PARRIS ISLAND (1979)
 CK0790
 CK0790                         *CURRENT SURVEY CONTROL
 CK0790  ___________________________________________________________________
 CK0790* NAD 83(1986)-  32 20 58.     (N)    080 40 17.     (W)     SCALED    
 CK0790* NAVD 88     -         3.035  (meters)       9.96   (feet)  ADJUSTED  
 CK0790  ___________________________________________________________________
 CK0790  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK0790  DYNAMIC HT  -           3.032 (meters)       9.95  (feet)  COMP
 CK0790  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 CK0790
 CK0790  VERT ORDER  -  FIRST     CLASS II
 CK0790
 CK0790.The horizontal coordinates were scaled from a topographic map and have
 CK0790.an estimated accuracy of +/- 6 seconds.
 CK0790
 CK0790.The orthometric height was determined by differential leveling
 CK0790.and adjusted by the National Geodetic Survey in November 2000..
 CK0790
 CK0790.This Tidal Bench Mark is designated as VM 3823
 CK0790.by the Center for Operational Oceanographic Products and Services.
 CK0790
 CK0790.The geoid height was determined by GEOID03.
 CK0790
 CK0790.The dynamic height is computed by dividing the NAVD 88
 CK0790.geopotential number by the normal gravity value computed on the
 CK0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0790.degrees latitude (g = 980.6199 gals.).
 CK0790
 CK0790.The modeled gravity was interpolated from observed gravity values.
 CK0790
 CK0790;                    North         East    Units  Estimated Accuracy
 CK0790;SPC SC       -    57,290.      640,540.      MT  (+/- 180 meters Scaled)
 CK0790
 CK0790                          SUPERSEDED SURVEY CONTROL
 CK0790
 CK0790  NAVD 88 (06/15/91)    3.032  (m)            9.95   (f) UNKNOWN     1 2
 CK0790  NGVD 29 (03/21/89)    3.316  (m)           10.88   (f) ADJUSTED    1 2
 CK0790
 CK0790.Superseded values are not recommended for survey control.
 CK0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0790.See file dsdata.txt to determine how the superseded data were derived.
 CK0790
 CK0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR309792(NAD 83)
 CK0790_MARKER: DD = SURVEY DISK
 CK0790_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0790_SP_SET: MOUNTING BLOCK
 CK0790_STAMPING: 10 1918
 CK0790_MARK LOGO: USGS  
 CK0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0790+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1998
 CK0790
 CK0790  HISTORY     - Date     Condition        Report By
 CK0790  HISTORY     - 1918     MONUMENTED       USGS
 CK0790  HISTORY     - 1962     GOOD             NGS
 CK0790  HISTORY     - 1974     GOOD             NGS
 CK0790  HISTORY     - 1982     GOOD             SCGS
 CK0790  HISTORY     - 19950202 GOOD             USPSQD
 CK0790  HISTORY     - 19980305 GOOD             SCGS
 CK0790  HISTORY     - 19981111 MARK NOT FOUND   USPSQD
 CK0790
 CK0790                          STATION DESCRIPTION
 CK0790
 CK0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0790'AT PARRIS ISLAND.
 CK0790'AT THE MARINE TRAINING STATION ON PARRIS ISLAND, 15 FEET NORTHEAST
 CK0790'OF THE PROLONGED CENTER LINE OF MEXICO STREET, 12 FEET SOUTHEAST
 CK0790'OF THE CENTER LINE OF TRIPOLI STREET AND 2 FEET ABOVE THE LEVEL
 CK0790'OF THE SIDEWALK.  SET IN THE TOP OF A CONCRETE MOUNTING BLOCK
 CK0790'NEXT TO A HITCHING POST IN FRONT OF BUILDING NO. 154, COMMANDANTS
 CK0790'HOUSE.
 CK0790
 CK0790                          STATION RECOVERY (1974)
 CK0790
 CK0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0790'RECOVERED IN GOOD CONDITION.
 CK0790
 CK0790                          STATION RECOVERY (1982)
 CK0790
 CK0790'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0790'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS
 CK0790'ADEQUATE EXCEPT ADD
 CK0790'THE MARK IS 0.9 M ABOVE THE ROAD.
 CK0790
 CK0790                          STATION RECOVERY (1995)
 CK0790
 CK0790'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK0790'RECOVERED IN GOOD CONDITION.
 CK0790
 CK0790                          STATION RECOVERY (1998)
 CK0790
 CK0790'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK0790'STATION IS LOCATED 5.7 MILES (9.2 KM) SOUTH OF BEAUFORT, 2.4 MILES
 CK0790'(3.9 KM) SOUTHEAST OF PORT ROYAL. OWNERSHIP--U.S. MARINE CORPS BASE,
 CK0790'PARIS ISLAND.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CK0790'280 (SAVANNAH HIGHWAY) AND 802 (PARIS ISLAND GATEWAY), 2.65 MILES
 CK0790'(4.26 KM) WEST NORTHWEST OF PORT ROYAL, GO SOUTHEAST ON HIGHWAY 802
 CK0790'FOR 1.05 MILES (1.69 KM) TO AN EXIT RIGHT (ENTRANCE TO PARIS ISLAND
 CK0790'MARINE BASE), BEAR RIGHT ON EXIT ROAD FOR 0.2 MILE (0.3 KM) TO A GUARD
 CK0790'GATE, CONTINUE AHEAD ON ROAD FOR 3.7 MILES (6.0 KM) TO A T-JUNCTION
 CK0790'(MEXICO STREET), TURN RIGHT ON MEXICO STREET FOR 0.05 MILE (0.08 KM)
 CK0790'TO THE STATION IN A 2.0-FOOT HIGH CONCRETE MOUNTING BLOCK IN FRONT OF
 CK0790'A TWO STORY WOODEN HOUSE IN THE EAST ANGLE OF THE JUNCTION OF TRIPOLI
 CK0790'STREET.  STATION IS A DISK IN A DRILL HOLE IN A CONCRETE MOUNTING
 CK0790'BLOCK AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 15.9 FEET (4.8 M) SOUTH
 CK0790'SOUTHEAST OF THE CENTER TRIPOLI STREET, 17.2 FEET (5.2 M) EAST
 CK0790'NORTHEAST OF THE EXTENDED CENTER OF MEXICO STREET, 44.5 FEET (13.6 M)
 CK0790'EAST NORTHEAST OF A CONCRETE LAMP POST, 1.0 FOOT (0.3 M) NORTH
 CK0790'NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, 45.9 FEET (14.0 M) WEST
 CK0790'SOUTHWEST OF A MANHOLE COVER IN THE SIDEWALK. RECOVERED BY C.J. STONE.
 CK0790
 CK0790                          STATION RECOVERY (1998)
 CK0790
 CK0790'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1486 ***********************************************************************
 DE1486  DESIGNATION -  10
 DE1486  PID         -  DE1486
 DE1486  STATE/COUNTY-  SC/BERKELEY
 DE1486  USGS QUAD   -  CROSS (1987)
 DE1486
 DE1486                         *CURRENT SURVEY CONTROL
 DE1486  ___________________________________________________________________
 DE1486* NAD 83(1986)-  33 17 41.     (N)    080 09 44.     (W)     SCALED    
 DE1486* NAVD 88     -        23.627  (meters)      77.52   (feet)  ADJUSTED  
 DE1486  ___________________________________________________________________
 DE1486  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DE1486  DYNAMIC HT  -          23.602 (meters)      77.43  (feet)  COMP
 DE1486  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 DE1486
 DE1486  VERT ORDER  -  FIRST     CLASS II
 DE1486
 DE1486.The horizontal coordinates were scaled from a topographic map and have
 DE1486.an estimated accuracy of +/- 6 seconds.
 DE1486
 DE1486.The orthometric height was determined by differential leveling
 DE1486.and adjusted by the National Geodetic Survey in June 1991..
 DE1486
 DE1486.The geoid height was determined by GEOID03.
 DE1486
 DE1486.The dynamic height is computed by dividing the NAVD 88
 DE1486.geopotential number by the normal gravity value computed on the
 DE1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1486.degrees latitude (g = 980.6199 gals.).
 DE1486
 DE1486.The modeled gravity was interpolated from observed gravity values.
 DE1486
 DE1486;                    North         East    Units  Estimated Accuracy
 DE1486;SPC SC       -   162,380.      687,620.      MT  (+/- 180 meters Scaled)
 DE1486
 DE1486                          SUPERSEDED SURVEY CONTROL
 DE1486
 DE1486  NGVD 29 (03/21/89)   23.925  (m)           78.49   (f) ADJUSTED    1 2
 DE1486
 DE1486.Superseded values are not recommended for survey control.
 DE1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1486.See file dsdata.txt to determine how the superseded data were derived.
 DE1486
 DE1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS780842(NAD 83)
 DE1486_MARKER: DB = BENCH MARK DISK
 DE1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1486_SP_SET: CONCRETE POST
 DE1486_STAMPING: 1977 NO. 10
 DE1486_MARK LOGO: SCGS  
 DE1486_PROJECTION: FLUSH
 DE1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1486+STABILITY: SURFACE MOTION
 DE1486
 DE1486  HISTORY     - Date     Condition        Report By
 DE1486  HISTORY     - 1977     MONUMENTED       SCSC
 DE1486  HISTORY     - 1985     GOOD             SCGS
 DE1486
 DE1486                          STATION DESCRIPTION
 DE1486
 DE1486'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1486'4.8 KM (3.0 MI) SW FROM CROSS.
 DE1486'4.8 KILOMETERS (3.0 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1486'CROSS POST OFFICE, SET NEAR A BLAZED 26-INCH WHITE POPLAR TREE ACROSS
 DE1486'FROM A GRAVEL ROAD LEADING EAST AND BEFORE A SMALL STORE (DUCK POND
 DE1486'TACKLE SHOP), 5.4 METERS (17.72 FEET) WEST-SOUTHWEST OF THE CENTERLINE
 DE1486'OF THE HIGHWAY, 7.2 METERS (23.62 FEET) NORTH-NORTHWEST OF THE
 DE1486'APPROXIMATE EXTENDED CENTER OF THE GRAVEL ROAD, 10.3 METERS (33.79
 DE1486'FEET) SOUTH-SOUTHEAST OF THE POPLAR TREE, 44.9 METERS (147.31 FEET)
 DE1486'SOUTH OF 008 027 AZ MK SCGS.
 DE1486'THE MARK IS 0.09 METERS  E FROM A WITNESS POST.
 DE1486'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0626 ***********************************************************************
 CJ0626  DESIGNATION -  10 011
 CJ0626  PID         -  CJ0626
 CJ0626  STATE/COUNTY-  SC/CHARLESTON
 CJ0626  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0626
 CJ0626                         *CURRENT SURVEY CONTROL
 CJ0626  ___________________________________________________________________
 CJ0626* NAD 83(2001)-  32 47 43.32629(N)    079 46 00.53163(W)     ADJUSTED  
 CJ0626* NAVD 88     -         2.688  (meters)       8.82   (feet)  ADJUSTED  
 CJ0626  ___________________________________________________________________
 CJ0626  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CJ0626  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 CJ0626  DYNAMIC HT  -           2.685 (meters)       8.81  (feet)  COMP
 CJ0626  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 CJ0626
 CJ0626  HORZ ORDER  -  SECOND
 CJ0626  VERT ORDER  -  FIRST     CLASS II
 CJ0626
 CJ0626.The horizontal coordinates were established by classical geodetic methods
 CJ0626.and adjusted by the National Geodetic Survey in March 2004..
 CJ0626
 CJ0626.The orthometric height was determined by differential leveling
 CJ0626.and adjusted by the National Geodetic Survey in June 1991..
 CJ0626
 CJ0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0626
 CJ0626.The geoid height was determined by GEOID03.
 CJ0626
 CJ0626.The dynamic height is computed by dividing the NAVD 88
 CJ0626.geopotential number by the normal gravity value computed on the
 CJ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0626.degrees latitude (g = 980.6199 gals.).
 CJ0626
 CJ0626.The modeled gravity was interpolated from observed gravity values.
 CJ0626
 CJ0626;                    North         East     Units Scale Factor Converg.
 CJ0626;SPC SC       -   107,380.161   725,097.214   MT  0.99990905   +0 41 01.2
 CJ0626;SPC SC       -   352,297.12  2,378,927.87   iFT  0.99990905   +0 41 01.2
 CJ0626;UTM  17      - 3,629,274.954   615,467.971   MT  0.99976440   +0 40 04.9
 CJ0626
 CJ0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0626!SPC SC       -   1.00000483  x   0.99990905  =   0.99991388
 CJ0626!UTM  17      -   1.00000483  x   0.99976440  =   0.99976923
 CJ0626
 CJ0626                          SUPERSEDED SURVEY CONTROL
 CJ0626
 CJ0626  NAD 83(1986)-  32 47 43.33599(N)    079 46 00.53634(W) AD(       ) 2
 CJ0626  NGVD 29 (05/09/91)    2.989  (m)            9.81   (f) ADJUSTED    1 2
 CJ0626
 CJ0626.Superseded values are not recommended for survey control.
 CJ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0626.See file dsdata.txt to determine how the superseded data were derived.
 CJ0626
 CJ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1546829275(NAD 83)
 CJ0626_MARKER: DD = SURVEY DISK
 CJ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0626_SP_SET: CONCRETE POST
 CJ0626_STAMPING: HORZ 10 011 1983
 CJ0626_MARK LOGO: SCGS  
 CJ0626_PROJECTION: RECESSED 1 CENTIMETERS
 CJ0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0626+STABILITY: SURFACE MOTION
 CJ0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0626+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 CJ0626
 CJ0626  HISTORY     - Date     Condition        Report By
 CJ0626  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0626  HISTORY     - 1983     GOOD             SCGS
 CJ0626  HISTORY     - 19900525 GOOD             NGS
 CJ0626  HISTORY     - 19900918 GOOD             NGS
 CJ0626  HISTORY     - 19910424 GOOD             SCGS
 CJ0626  HISTORY     - 19970622 GOOD             USPSQD
 CJ0626
 CJ0626                          STATION DESCRIPTION
 CJ0626
 CJ0626'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0626'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) EAST
 CJ0626'SOUTHEAST OF MOUNT PLEASANT, 8.0 KM (5.0 MI) NORTHEAST
 CJ0626'OF SULLIVANS ISLAND AND 2.1 KM (1.3 MI) SOUTH SOUTHWEST OF
 CJ0626'GOATS ISLAND, ON THE ISLE OF PALMS, ALONG ROAD RIGHT OF WAY.
 CJ0626'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL PROSSER,
 CJ0626'DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST ROAD, COLUMBIA SC
 CJ0626'29210, PHONE 803-758-6434.
 CJ0626'
 CJ0626'TO REACH THE STATION FROM THE ISLE OF PALMS POST OFFICE, IN THE
 CJ0626'APPROXIMATE CENTER OF THE ISLE OF PALMS. GO NORTHEASTERLY ON
 CJ0626'STATE HIGHWAY 703 FOR 2.3 KM (1.45 MI) TO THE STATION
 CJ0626'ON THE LEFT AT A ROAD LEFT (THIRTY FOURTH AVENUE,
 CJ0626'S-10-1289).
 CJ0626'
 CJ0626'THE STATION IS A STANDARD SCGS DISK
 CJ0626'STAMPED---HORZ 10 011 1983---,
 CJ0626'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CJ0626'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0626'15.67 METERS (51.4 FT) NORTH FROM THE APPROXIMATE CENTERLINE OF
 CJ0626'STATE HIGHWAY 703,
 CJ0626'14.57 METERS (47.8 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 CJ0626'GRAY BLOCK AND WOOD HOUSE,
 CJ0626'8.93 METERS (29.3 FT) WEST FROM THE APPROXIMATE CENTER OF COUNTY
 CJ0626'ROAD S-10-427,
 CJ0626'4.36 METERS (14.3 FT) WEST FROM A METAL WITNESS POST AND 1.8
 CJ0626'METERS (5.9 FEET) SOUTHEAST OF A 12 INCH ROUND WATER METER COVER.
 CJ0626'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0626'STAMPED---HORZ 10 011 1983---,
 CJ0626'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ0626'
 CJ0626'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CJ0626'
 CJ0626'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CJ0626
 CJ0626                          STATION RECOVERY (1983)
 CJ0626
 CJ0626'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0626'IN ISLE OF PALMS.
 CJ0626'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CJ0626'2.2 KILOMETERS (1.4 MILES) NORTHEASTERLY ALONG STATE HIGHWAY 703 (PALM
 CJ0626'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, SET IN THE NORTHWEST
 CJ0626'ANGLE OF THE INTERSECTION WITH THIRTY FOURTH AVENUE (COUNTY ROAD
 CJ0626'S-10-427), 0.7 METER (2.4 FEET) NORTH-NORTHWEST OF THE NORTH EDGE OF A
 CJ0626'SIDEWALK, 15.5 METERS (51.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 CJ0626'CENTER OF THE HIGHWAY, 9.0 METERS (29.5 FEET) WEST-SOUTHWEST OF THE
 CJ0626'APPROXIMATE CENTER OF THIRTY FOURTH AVENUE, 16.8 METERS (55.1 FEET)
 CJ0626'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO-STORY BRICK AND WOOD
 CJ0626'HOUSE NUMBER 3307.
 CJ0626'THE MARK IS 4.4 METERS  WSW FROM A WITNESS POST.
 CJ0626
 CJ0626                          STATION RECOVERY (1990)
 CJ0626
 CJ0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0626'IN ISLE OF PALMS, AT THE INTERSECTION OF 34TH AVENUE AND STATE
 CJ0626'HIGHWAY 703 (PALM BOULEVARD), 15.7 M (51.5 FT) NORTH-NORTHWEST OF AND
 CJ0626'LEVEL WITH THE HIGHWAY CENTERLINE, 14.6 M (47.9 FT) EAST-SOUTHEAST OF
 CJ0626'THE SOUTHEAST CORNER OF A TWO STORY HOUSE WITH A CROWS NEST, 9.0 M
 CJ0626'(29.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 4.7 M (15.4
 CJ0626'FT) WEST-SOUTHWEST OF A WITNESS POST, 0.8 M (2.6 FT) NORTH-NORTHWEST
 CJ0626'OF THE EDGE OF A SIDEWALK, AND IN A CONCRETE MONUMENT THAT IS 0.1 M
 CJ0626'(0.3 FT) BELOW THE GROUND SURFACE
 CJ0626
 CJ0626                          STATION RECOVERY (1990)
 CJ0626
 CJ0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0626'RECOVERED IN GOOD CONDITION.
 CJ0626
 CJ0626                          STATION RECOVERY (1991)
 CJ0626
 CJ0626'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0626'STATION IS LOCATED ON THE ISLE OF PALMS. OWNERSHIP--SCDHPT, DIRECTOR
 CJ0626'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0626'803-737-1350.
 CJ0626'TO REACH THE STATION FROM THE EAST END OF THE STATE HIGHWAY 703 BRIDGE
 CJ0626'OVER BREACH INLET (BETWEEN SULLIVANS ISLAND AND ISLE OF PALMS), GO
 CJ0626'NORTHEAST ON HIGHWAY 703 FOR 3.0 MILES (4.8 KM) TO THE JUNCTION OF
 CJ0626'STATE ROAD 427 (34TH AVENUE) AND THE STATION IN THE NORTHWEST ANGLE
 CJ0626'OF THE JUNCTION.
 CJ0626'STATION IS A CONCRETE POST RECESSED 3-INCHES AND LEVEL WITH THE
 CJ0626'HIGHWAY, 50.7 FEET (15.5 M) NORTH OF THE CENTER OF THE HIGHWAY, 29.5
 CJ0626'FEET (9.0 M) WEST OF THE CENTER OF ROAD 427, 5.5 FEET (1.7 M) EAST
 CJ0626'SOUTHEAST OF THE CENTER OF A WATER METER COVER IN A CONCRETE PAD, 2.5
 CJ0626'FEET (0.8 M) NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, 25.7
 CJ0626'FEET (7.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOODEN STEPS TO
 CJ0626'THE HOUSE IN THE SOUTHEAST ANGLE OF THE JUNCTION.
 CJ0626'RECOVERED BY T. HALL.
 CJ0626
 CJ0626                          STATION RECOVERY (1997)
 CJ0626
 CJ0626'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0627 ***********************************************************************
 CJ0627  DESIGNATION -  10 011 AZ MK
 CJ0627  PID         -  CJ0627
 CJ0627  STATE/COUNTY-  SC/CHARLESTON
 CJ0627  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0627
 CJ0627                         *CURRENT SURVEY CONTROL
 CJ0627  ___________________________________________________________________
 CJ0627* NAD 83(2001)-  32 47 49.00433(N)    079 45 42.08362(W)     ADJUSTED  
 CJ0627* NAVD 88     -         2.576  (meters)       8.45   (feet)  ADJUSTED  
 CJ0627  ___________________________________________________________________
 CJ0627  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CJ0627  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 CJ0627  DYNAMIC HT  -           2.574 (meters)       8.44  (feet)  COMP
 CJ0627  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 CJ0627
 CJ0627  HORZ ORDER  -  SECOND
 CJ0627  VERT ORDER  -  FIRST     CLASS II
 CJ0627
 CJ0627.The horizontal coordinates were established by classical geodetic methods
 CJ0627.and adjusted by the National Geodetic Survey in March 2004..
 CJ0627
 CJ0627.The orthometric height was determined by differential leveling
 CJ0627.and adjusted by the National Geodetic Survey in June 1991..
 CJ0627
 CJ0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0627
 CJ0627.The geoid height was determined by GEOID03.
 CJ0627
 CJ0627.The dynamic height is computed by dividing the NAVD 88
 CJ0627.geopotential number by the normal gravity value computed on the
 CJ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0627.degrees latitude (g = 980.6199 gals.).
 CJ0627
 CJ0627.The modeled gravity was interpolated from observed gravity values.
 CJ0627
 CJ0627;                    North         East     Units Scale Factor Converg.
 CJ0627;SPC SC       -   107,560.788   725,575.039   MT  0.99990863   +0 41 11.5
 CJ0627;SPC SC       -   352,889.72  2,380,495.53   iFT  0.99990863   +0 41 11.5
 CJ0627;UTM  17      - 3,629,455.424   615,945.776   MT  0.99976576   +0 40 15.0
 CJ0627
 CJ0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0627!SPC SC       -   1.00000485  x   0.99990863  =   0.99991348
 CJ0627!UTM  17      -   1.00000485  x   0.99976576  =   0.99977061
 CJ0627
 CJ0627                          SUPERSEDED SURVEY CONTROL
 CJ0627
 CJ0627  NAD 83(1986)-  32 47 49.01403(N)    079 45 42.08833(W) AD(       ) 2
 CJ0627  NGVD 29 (05/09/91)    2.878  (m)            9.44   (f) ADJUSTED    1 2
 CJ0627
 CJ0627.Superseded values are not recommended for survey control.
 CJ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0627.See file dsdata.txt to determine how the superseded data were derived.
 CJ0627
 CJ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1594629455(NAD 83)
 CJ0627_MARKER: DD = SURVEY DISK
 CJ0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0627_SP_SET: CONCRETE POST
 CJ0627_STAMPING: AZ MK 10 011 1983
 CJ0627_MARK LOGO: SCGS  
 CJ0627_PROJECTION: RECESSED 2 CENTIMETERS
 CJ0627_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0627+STABILITY: SURFACE MOTION
 CJ0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0627+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 CJ0627
 CJ0627  HISTORY     - Date     Condition        Report By
 CJ0627  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0627  HISTORY     - 1983     GOOD             SCGS
 CJ0627  HISTORY     - 19900525 GOOD             NGS
 CJ0627  HISTORY     - 19900918 GOOD             NGS
 CJ0627  HISTORY     - 19910424 GOOD             SCGS
 CJ0627  HISTORY     - 19970622 GOOD             USPSQD
 CJ0627
 CJ0627                          STATION DESCRIPTION
 CJ0627
 CJ0627'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0627'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) EAST
 CJ0627'SOUTHEAST OF MOUNT PLEASANT, 8.0 KM (5.0 MI) NORTHEAST OF
 CJ0627'SULLIVANS ISLAND AND 2.1 KM (1.3 MI) SOUTH SOUTHWEST OF
 CJ0627'GOATS ISLAND ON THE ISLE OF PALMS ISLAND, ALONG ROAD RIGHT OF WAY.
 CJ0627'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL
 CJ0627'J PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST
 CJ0627'ROAD COLUMBIA SC 29210, PHONE 803-758-6434.
 CJ0627'
 CJ0627'TO REACH THE STATION FROM THE ISLE OF PALMS POST OFFICE, IN
 CJ0627'THE APPROXIMATE CENTER OF THE ISLE OF PALMS, GO NORTHEASTERLY
 CJ0627'ON STATE HIGHWAY 703 FOR 2.3 KM (1.45 MI) TO
 CJ0627'10 011 SCGS ON THE LEFT AT 34TH AVENUE, CONTINUE EASTERLY ON
 CJ0627'HIGHWAY 703 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT
 CJ0627'AT 38TH AVENUE.
 CJ0627'
 CJ0627'THE STATION IS A STANDARD SCGS DISK
 CJ0627'STAMPED---AZ MK 10 011 1983---,
 CJ0627'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CJ0627'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0627'12.98 METERS (42.6 FT) NORTH FROM THE APPROXIMATE CENTER OF STATE
 CJ0627'HIGHWAY 703,
 CJ0627'15.33 METERS (50.3 FT) SOUTH FROM THE SOUTHWEST CORNER OF A RED
 CJ0627'AND WHITE BLOCK AND WOOD BEACH HOUSE,
 CJ0627'12.96 METERS (42.5 FT) EAST FROM THE APPROXIMATE CENTER OF 38TH
 CJ0627'AVENUE AND 0.4 METERS (1.3 FEET) SOUTH FROM THE SOUTH EDGE OF THE
 CJ0627'SIDEWALK.
 CJ0627'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0627'STAMPED---AZ MK 10 011 1983---,
 CJ0627'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ0627'
 CJ0627'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.47 METERS.
 CJ0627
 CJ0627                          STATION RECOVERY (1983)
 CJ0627
 CJ0627'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0627'IN ISLE OF PALMS.
 CJ0627'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CJ0627'2.8 KILOMETERS (1.75 MILES) NORTHEASTERLY ALONG STATE HIGHWAY 703
 CJ0627'(PALM BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, SET IN THE
 CJ0627'NORTHEAST ANGLE OF THE INTERSECTION WITH THIRTY EIGHTH AVENUE (COUNTY
 CJ0627'ROAD S-10-1289), 0.4 METER (1.3 FEET) SOUTH-SOUTHEAST OF THE SOUTH
 CJ0627'EDGE OF A CEMENT SIDEWALK, 15.4 METERS (50.5 FEET) SOUTH-SOUTHEAST OF
 CJ0627'THE SOUTHWEST CORNER OF HOUSE NUMBER 3801, 13.6 METERS (44.5 FEET)
 CJ0627'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THIRTY EIGHTH AVENUE,
 CJ0627'12.9 METERS (42.3 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 CJ0627'THE HIGHWAY.
 CJ0627
 CJ0627                          STATION RECOVERY (1990)
 CJ0627
 CJ0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0627'RECOVERED IN GOOD CONDITION.
 CJ0627
 CJ0627                          STATION RECOVERY (1990)
 CJ0627
 CJ0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0627'RECOVERED IN GOOD CONDITION.
 CJ0627
 CJ0627                          STATION RECOVERY (1991)
 CJ0627
 CJ0627'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0627'STATION IS LOCATED ON THE ISLE OF PALMS. OWNERSHIP--SCDHPT, DIRECTOR
 CJ0627'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0627'803-737-1350.
 CJ0627'TO REACH THE STATION FROM THE EAST END OF THE STATE HIGHWAY 703 BRIDGE
 CJ0627'OVER BREACH INLET (BETWEEN SULLIVANS ISLAND AND ISLE OF PALMS), GO
 CJ0627'NORTHEAST ON HIGHWAY 703 FOR 3.3 MILES (5.3 KM) TO THE JUNCTION OF
 CJ0627'STATE ROAD 289 (38TH AVENUE) AND THE STATION IN THE NORTHEAST ANGLE
 CJ0627'OF THE JUNCTION.
 CJ0627'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CJ0627'HIGHWAY, 42.6 FEET (13.0 M) NORTH OF THE CENTER OF THE HIGHWAY, 41.3
 CJ0627'FEET (12.6 M) EAST OF THE CENTER OF ROAD 289, 1.2 FEET (0.4 M) SOUTH
 CJ0627'OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, 49.2 FEET (15.0 M) SOUTH OF
 CJ0627'THE SOUTHWEST CORNER POST OF A WOOD AND CONCRETE BLOCK HOUSE, 69.2
 CJ0627'FEET (21.1 M) WEST SOUTHWEST OF A POWER POLE WITH A SCGS REFERENCE
 CJ0627'WASHER ATTACHED.
 CJ0627'RECOVERED BY T. HALL.
 CJ0627
 CJ0627                          STATION RECOVERY (1997)
 CJ0627
 CJ0627'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0578 ***********************************************************************
 CJ0578  HT_MOD      -  This is a Height Modernization Survey Station.
 CJ0578  DESIGNATION -  10 012
 CJ0578  PID         -  CJ0578
 CJ0578  STATE/COUNTY-  SC/CHARLESTON
 CJ0578  USGS QUAD   -  CHARLESTON (1983)
 CJ0578
 CJ0578                         *CURRENT SURVEY CONTROL
 CJ0578  ___________________________________________________________________
 CJ0578* NAD 83(2001)-  32 47 31.78498(N)    079 54 20.99010(W)     ADJUSTED  
 CJ0578* NAVD 88     -         5.20   (meters)      17.1    (feet)  GPS OBS   
 CJ0578  ___________________________________________________________________
 CJ0578  X           -     940,650.255 (meters)                     COMP
 CJ0578  Y           -  -5,283,894.763 (meters)                     COMP
 CJ0578  Z           -   3,434,589.654 (meters)                     COMP
 CJ0578  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CJ0578  ELLIP HEIGHT-         -27.95  (meters)          (01/30/03) GPS OBS
 CJ0578  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 CJ0578  DYNAMIC HT  -           5.19  (meters)      17.0   (feet)  COMP
 CJ0578  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CJ0578
 CJ0578  HORZ ORDER  -  FIRST
 CJ0578  VERT ORDER  -  THIRD (See Below)
 CJ0578  ELLP ORDER  -  FOURTH    CLASS II
 CJ0578
 CJ0578.The horizontal coordinates were established by GPS observations
 CJ0578.and adjusted by the National Geodetic Survey in January 2003..
 CJ0578
 CJ0578.The orthometric height was determined by GPS observations and a
 CJ0578.high-resolution geoid model using precise GPS observation and
 CJ0578.processing techniques. It supersedes the leveled height previously
 CJ0578.determined for this station.
 CJ0578.WARNING-GPS observations at this control monument resulted in a GPS
 CJ0578.derived orthometric height which differed from the leveled height by
 CJ0578.more than one decimeter (0.1 meter).
 CJ0578.The vertical order pertains to the first NAVD 88 superseded value.
 CJ0578
 CJ0578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0578
 CJ0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0578
 CJ0578.The ellipsoidal height was determined by GPS observations
 CJ0578.and is referenced to NAD 83.
 CJ0578
 CJ0578.The geoid height was determined by GEOID03.
 CJ0578
 CJ0578.The dynamic height is computed by dividing the NAVD 88
 CJ0578.geopotential number by the normal gravity value computed on the
 CJ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0578.degrees latitude (g = 980.6199 gals.).
 CJ0578
 CJ0578.The modeled gravity was interpolated from observed gravity values.
 CJ0578
 CJ0578;                    North         East     Units Scale Factor Converg.
 CJ0578;SPC SC       -   106,878.071   712,081.567   MT  0.99990989   +0 36 23.8
 CJ0578;SPC SC       -   350,649.84  2,336,225.61   iFT  0.99990989   +0 36 23.8
 CJ0578;UTM  17      - 3,628,776.310   602,454.315   MT  0.99972943   +0 35 33.5
 CJ0578
 CJ0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0578!SPC SC       -   1.00000439  x   0.99990989  =   0.99991428
 CJ0578!UTM  17      -   1.00000439  x   0.99972943  =   0.99973382
 CJ0578
 CJ0578                          SUPERSEDED SURVEY CONTROL
 CJ0578
 CJ0578  NAD 83(1995)-  32 47 31.78520(N)    079 54 20.99136(W) AD(       ) 1
 CJ0578  ELLIP H (08/20/02)  -28.01   (m)                       GP(       ) 4 1
 CJ0578  NAD 83(1986)-  32 47 31.79578(N)    079 54 20.99490(W) AD(       ) 1
 CJ0578  NAD 83(1995)-  32 47 31.78533(N)    079 54 20.99098(W) AD(       ) 1
 CJ0578  ELLIP H (11/19/99)  -27.95   (m)                       GP(       ) 1 1
 CJ0578  NAD 83(1986)-  32 47 31.79561(N)    079 54 20.99377(W) AD(       ) 1
 CJ0578  NAD 83(1986)-  32 47 31.79371(N)    079 54 20.99419(W) AD(       ) 2
 CJ0578  NAVD 88 (06/15/91)    5.336  (m)           17.51   (f) ADJUSTED    1 2
 CJ0578  NGVD 29 (03/21/89)    5.637  (m)           18.49   (f) ADJUSTED    1 2
 CJ0578
 CJ0578.Superseded values are not recommended for survey control.
 CJ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0578.See file dsdata.txt to determine how the superseded data were derived.
 CJ0578
 CJ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0245428776(NAD 83)
 CJ0578_MARKER: DD = SURVEY DISK
 CJ0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0578_SP_SET: CONCRETE POST
 CJ0578_STAMPING: HORZ 10 012 1983
 CJ0578_MARK LOGO: SCGS  
 CJ0578_PROJECTION: FLUSH
 CJ0578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0578+STABILITY: SURFACE MOTION
 CJ0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0578+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 CJ0578
 CJ0578  HISTORY     - Date     Condition        Report By
 CJ0578  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0578  HISTORY     - 1983     GOOD             SCGS
 CJ0578  HISTORY     - 19910403 GOOD             SCGS
 CJ0578  HISTORY     - 19910605 GOOD             USPSQD
 CJ0578  HISTORY     - 19930510 GOOD             SCDHPT
 CJ0578  HISTORY     - 19970621 GOOD             USPSQD
 CJ0578  HISTORY     - 19990203 GOOD             NGS
 CJ0578  HISTORY     - 20020430 GOOD             SCGS
 CJ0578
 CJ0578                          STATION DESCRIPTION
 CJ0578
 CJ0578'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0578'THE STATION IS LOCATED 3.2 KM (2.0 MI) EAST OF
 CJ0578'CHARLESTON, 1.6 KM (1.0 MI) WEST OF MOUNT PLEASANT IN AN
 CJ0578'AREA KNOWN AS PATRIOTS POINT,
 CJ0578'OWNERSHIP--MR C G WALDROP,
 CJ0578'DEPUTY DIRECTOR STATE OF SC, PO BOX 986, MOUNT PLEASANT SC
 CJ0578'29464, PHONE 803-884-2727.
 CJ0578'
 CJ0578'TO REACH THE STATION FROM THE POST OFFICE IN MOUNT PLEASANT,
 CJ0578'GO NORTHWESTERLY ON FAIRMONT AVENUE (S-10-216) FOR 0.25 KM
 CJ0578'(0.15 MI) TO A TEE JUNCTION WITH U.S. HIGHWAYS 17 AND 701
 CJ0578'BUSINESS, TURN LEFT AND GO WESTERLY ALONG HIGHWAYS 17
 CJ0578'AND 701 FOR 2.9 KM (1.8 MI) TO AN INTERSECTION, TURN LEFT AND
 CJ0578'FOLLOW THE ROAD TO PATRIOTS POINT FOR 1.1 KM (0.7 MI)
 CJ0578'TO THE PARKING LOT, THEN ANGLE RIGHT FOR 0.1 KM (0.05 MI) TO
 CJ0578'THE STATION ON THE RIGHT.
 CJ0578'
 CJ0578'THE STATION IS A STANDARD SCGS DISK
 CJ0578'STAMPED---HORZ 10 012 1983---,
 CJ0578'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CJ0578'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0578'91.13 METERS (299.0 FT) NORTH-NORTHEAST FROM THE MOST NORTHERLY
 CJ0578'LEG OF A RADAR DISH,
 CJ0578'14.5 METERS (47.57 FT) WEST-NORTHWEST FROM THE WEST EDGE OF THE
 CJ0578'PAVED PARKING LOT,
 CJ0578'6.65 METERS (21.8 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST
 CJ0578'AND 4.6 METERS (15.1 FEET) WEST NORTHWEST FROM THE CENTER OF THE
 CJ0578'DITCH.
 CJ0578'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0578'STAMPED---HORZ 10 012 1983---,
 CJ0578'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ0578'
 CJ0578'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.8 METERS.
 CJ0578'
 CJ0578'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CJ0578
 CJ0578                          STATION RECOVERY (1983)
 CJ0578
 CJ0578'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0578'3.9 KM (2.4 MI) WNW FROM MOUNT PLEASANT.
 CJ0578'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG FAIRMONT AVENUE (COUNTY
 CJ0578'ROAD S-10-216) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 2.9
 CJ0578'KILOMETERS (1.8 MILES) NORTHWESTERLY ALONG U.S. HIGHWAY 17 AND STATE
 CJ0578'HIGHWAY 703 BUSINESS, THENCE 1.1 KILOMETERS (0.7 MILE) WEST-SOUTHWEST
 CJ0578'ALONG PATRIOTS POINT ENTRANCE ROAD TO THE PARKING LOT, THENCE 0.1
 CJ0578'KILOMETER (0.05 MILE) SOUTHWEST ALONG THE PARKING LOT TO THE MARK, SET
 CJ0578'BETWEEN THE DRAINAGE DITCH AND THE HIGH WATER LINE ON THE NORTHWEST
 CJ0578'END OF THE PARKING LOT, 7.25 METERS (23.8 FEET) WEST-NORTHWEST OF THE
 CJ0578'DRAINAGE DITCH, 14.7 METERS (48.2 FEET) WEST-NORTHWEST OF THE
 CJ0578'WEST-NORTHWEST EDGE OF THE PARKING LOT, 119.5 METERS (392.0 FEET)
 CJ0578'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE
 CJ0578'SURROUNDING A MICROWAVE, 203.0 METERS (666.0 FEET) NORTH-NORTHEAST OF
 CJ0578'THE APPROXIMATE CENTER OF A SIDEWALK LEADING TO THE U.S.S. YORKTOWN.
 CJ0578'THE MARK IS 5.30 METERS  ESE FROM A WITNESS POST.
 CJ0578
 CJ0578                          STATION RECOVERY (1991)
 CJ0578
 CJ0578'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0578'STATION IS LOCATED 1.0 MILE (1.6 KM) WEST OF MOUNT PLEASANT, 2.0 MILES
 CJ0578'(3.2 KM) EAST OF CHARLESTON. OWNERSHIP--PATRIOTS POINT,
 CJ0578'ATTENTION-C.G. WALDROP, DEPUTY DIRECTOR STATE OF SOUTH CAROLINA, P.O.
 CJ0578'BOX 986, MOUNT PLEASANT, SC 29464, PHONE 803-884-2727.
 CJ0578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 701 BYPASS
 CJ0578'(JOHNNIE DODD BOULEVARD) AND STATE ROADS 56 (MATHIS FERRY ROAD), 2475
 CJ0578'(HOUSTON NORTHCUTT BOULEVARD) IN MOUNT PLEASANT, GO SOUTH SOUTHEAST
 CJ0578'ON ROAD 2475 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF U.S. HIGHWAYS
 CJ0578'17 AND 701 BUSINESS (WEST COLEMAN BOULEVARD), TURN RIGHT ON HIGHWAYS
 CJ0578'17 AND 701 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF A PAVED ROAD
 CJ0578'LEFT LEADING TO PATRIOTS POINT, TURN LEFT ON THE PAVED ROAD FOR 0.7
 CJ0578'MILE (1.1 KM) TO AN ENTRANCE RIGHT TO A PAVED PARKING LOT, TURN RIGHT
 CJ0578'INTO THE PARKING LOT FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 CJ0578'RIGHT.
 CJ0578'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CJ0578'PARKING LOT, 391.2 FEET (119.2 M) NORTH OF THE NORTH CORNER POST OF A
 CJ0578'CHAIN LINK FENCE AROUND A SATELITE DISH, 133.3 FEET (40.6 M) WEST
 CJ0578'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BASE OF THE NORTHERN
 CJ0578'MOST SECURITY LIGHT POST IN THE PARKING LOT, 47.4 FEET (14.4 M) WEST
 CJ0578'OF THE WEST EDGE OF THE PARKING LOT, 23.4 FEET (7.1 M) WEST OF THE
 CJ0578'CENTER OF A GRASSY DITCH LINE, 17.9 FEET (5.5 M) EAST OF A WITNESS
 CJ0578'POST.
 CJ0578'RECOVERED BY T. HALL.
 CJ0578
 CJ0578                          STATION RECOVERY (1991)
 CJ0578
 CJ0578'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0578'RECOVERED IN GOOD CONDITION.
 CJ0578
 CJ0578                          STATION RECOVERY (1993)
 CJ0578
 CJ0578'RECOVERY NOTE BY SC DEPT OF H AND PT 1993 (DGB)
 CJ0578'RECOVERED AS DESCRIBED.
 CJ0578
 CJ0578                          STATION RECOVERY (1997)
 CJ0578
 CJ0578'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0578'RECOVERED IN GOOD CONDITION.
 CJ0578
 CJ0578                          STATION RECOVERY (1999)
 CJ0578
 CJ0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (EEC)
 CJ0578'RECOVERED IN GOOD CONDITION.
 CJ0578
 CJ0578                          STATION RECOVERY (2002)
 CJ0578
 CJ0578'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CJ0578'STATION IS LOCATED 2.5 MILES WEST OF MOUNT PLEASANT, 1.9 MILES
 CJ0578'NORTHEAST OF CHARLESTON.
 CJ0578'OWNERSHIP--MR. C.G. WALDROP, DEPUTY DIRECTOR STATE OF SOUTH CAROLINA,
 CJ0578'P.O. BOX 986,
 CJ0578'MOUNT PLEASANT, SC 29464, PHONE 843-884-2727.
 CJ0578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, STATE
 CJ0578'HIGHWAY 703 BYPASS
 CJ0578'(JOHNNIE DODDS BOULEVARD) AND STATE ROADS 56 (MATHIS FERRY ROAD, 2475
 CJ0578'(HOUSTON
 CJ0578'NORTHCUTT BOULEVARD), 1.8 MILES WEST NORTHWEST OF MOUNT PLEASANT, GO
 CJ0578'SOUTH
 CJ0578'SOUTHEAST ON ROAD 2475 FOR 0.5 MILE TO THE JUNCTION OF U.S. HIGHWAY 17
 CJ0578'AND 703 BUSINESS
 CJ0578'(WEST COLEMAN BOULEVARD), TURN RIGHT ON HIGHWAYS 17 AND 703 FOR 0.35
 CJ0578'MILE TO THE
 CJ0578'JUNCTION OF A PAVED ROAD LEFT LEADING TO PATRIOTS POINT, TURN LEFT ON
 CJ0578'THE PAVED ROAD
 CJ0578'FOR 0.75 MILE TO AN ENTRANCE TO A PAVED PARKING LOT FOR THE U.S.S.
 CJ0578'YORKTOWN, CONTINUE
 CJ0578'AHEAD AND RIGHT FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR A TREE
 CJ0578'LINE AT THE
 CJ0578'WEST SIDE OF THE PARKING LOT.
 CJ0578'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CJ0578'PARKING LOT, 227.0
 CJ0578'FEET NORTH OF THE NORTH END OF A 2.5-FOOT CONCRETE PIPE CULVERT
 CJ0578'BENEATH A DITCH NEAR
 CJ0578'SEVERAL CANNONS, 133.5 WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CJ0578'CONCRETE BASE
 CJ0578'OF THE NORTHERN-MOST SECURITY LIGHT POST IN THE PARKING LOT, 47.5 FEET
 CJ0578'WEST OF THE WEST
 CJ0578'EDGE OF THE ASPHALT PARKING LOT, 18.4 FEET EAST OF A WITNESS POST.
 CJ0578'RECOVERED BY T. HALL.
 CJ0578' 
 CJ0578'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0492 ***********************************************************************
 CJ0492  DESIGNATION -  10 013
 CJ0492  PID         -  CJ0492
 CJ0492  STATE/COUNTY-  SC/CHARLESTON
 CJ0492  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0492
 CJ0492                         *CURRENT SURVEY CONTROL
 CJ0492  ___________________________________________________________________
 CJ0492* NAD 83(2001)-  32 51 22.42236(N)    079 47 58.17822(W)     ADJUSTED  
 CJ0492* NAVD 88     -         6.654  (meters)      21.83   (feet)  ADJUSTED  
 CJ0492  ___________________________________________________________________
 CJ0492  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CJ0492  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 CJ0492  DYNAMIC HT  -           6.646 (meters)      21.80  (feet)  COMP
 CJ0492  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 CJ0492
 CJ0492  HORZ ORDER  -  SECOND
 CJ0492  VERT ORDER  -  FIRST     CLASS II
 CJ0492
 CJ0492.The horizontal coordinates were established by classical geodetic methods
 CJ0492.and adjusted by the National Geodetic Survey in March 2004..
 CJ0492
 CJ0492.The orthometric height was determined by differential leveling
 CJ0492.and adjusted by the National Geodetic Survey in June 1991..
 CJ0492
 CJ0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0492
 CJ0492.The geoid height was determined by GEOID03.
 CJ0492
 CJ0492.The dynamic height is computed by dividing the NAVD 88
 CJ0492.geopotential number by the normal gravity value computed on the
 CJ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0492.degrees latitude (g = 980.6199 gals.).
 CJ0492
 CJ0492.The modeled gravity was interpolated from observed gravity values.
 CJ0492
 CJ0492;                    North         East     Units Scale Factor Converg.
 CJ0492;SPC SC       -   114,092.460   721,958.267   MT  0.99989356   +0 39 56.0
 CJ0492;SPC SC       -   374,319.09  2,368,629.48   iFT  0.99989356   +0 39 56.0
 CJ0492;UTM  17      - 3,635,987.122   612,331.213   MT  0.99975559   +0 39 05.0
 CJ0492
 CJ0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0492!SPC SC       -   1.00000420  x   0.99989356  =   0.99989776
 CJ0492!UTM  17      -   1.00000420  x   0.99975559  =   0.99975978
 CJ0492
 CJ0492                          SUPERSEDED SURVEY CONTROL
 CJ0492
 CJ0492  NAD 83(1986)-  32 51 22.43048(N)    079 47 58.18072(W) AD(       ) 2
 CJ0492  NGVD 29 (03/21/89)    6.952  (m)           22.81   (f) ADJUSTED    1 2
 CJ0492
 CJ0492.Superseded values are not recommended for survey control.
 CJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0492.See file dsdata.txt to determine how the superseded data were derived.
 CJ0492
 CJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1233135987(NAD 83)
 CJ0492_MARKER: DH = HORIZONTAL CONTROL DISK
 CJ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0492_SP_SET: CONCRETE POST
 CJ0492_STAMPING: HORZ 10 013 1983
 CJ0492_MARK LOGO: SCGS  
 CJ0492_PROJECTION: FLUSH
 CJ0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0492+STABILITY: SURFACE MOTION
 CJ0492
 CJ0492  HISTORY     - Date     Condition        Report By
 CJ0492  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0492  HISTORY     - 1983     GOOD             SCGS
 CJ0492  HISTORY     - 19910604 MARK NOT FOUND   USPSQD
 CJ0492  HISTORY     - 19970620 MARK NOT FOUND   USPSQD
 CJ0492
 CJ0492                          STATION DESCRIPTION
 CJ0492
 CJ0492'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0492'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHEAST
 CJ0492'OF WANDO, 9.6 KM (6.0 MI) NORTHEAST OF MOUNT PLEASANT, 8.0 KM
 CJ0492'(5.0 MI) NORTH OF ISLE OF PALMS, ON ROAD RIGHT OF WAY.
 CJ0492'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 CJ0492'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY,
 CJ0492'HARBISON FOREST RD, COLUMBIA SC 29201, PHONE
 CJ0492'803-758-6434.
 CJ0492'
 CJ0492'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CJ0492'17 AND U.S. HIGHWAYS 17 AND 701 BUSINESS, ON THE NORTHEAST
 CJ0492'SIDE OF MOUNT PLEASANT, GO NORTHEASTERLY ON U.S. HIGHWAY
 CJ0492'17, FOR 6.6 KM (4.1 MI) TO THE STATION ON THE LEFT SIDE OF
 CJ0492'THE SOUTHBOUND LANE, JUST SOUTH OF THE HIGHWAY 41 ON RAMP.
 CJ0492'
 CJ0492'THE STATION IS A STANDARD SCGS DISK
 CJ0492'STAMPED---HORZ 10 013 1983---,
 CJ0492'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CJ0492'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0492'22.30 METERS (73.15 FT) SOUTHWEST FROM A 30 INCH CEDAR TREE,
 CJ0492'13.22 METERS (43.37 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER
 CJ0492'OF A BLOCK PORCH ON A RED SHINGLED HOUSE,
 CJ0492'10.84 METERS (35.55 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 CJ0492'THE HIGHWAY 17 SOUTHBOUND LANE, AND 3.5 METERS (11.5 FEET)
 CJ0492'WEST-SOUTHWEST OF THE WEST END OF A 12 INCH CEMENT CULVERT PIPE.
 CJ0492'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0492'STAMPED---HORZ 10 013 1983---,
 CJ0492'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ0492'
 CJ0492'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.25 METERS.
 CJ0492'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CJ0492
 CJ0492                          STATION RECOVERY (1983)
 CJ0492
 CJ0492'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0492'9.3 KM (5.8 MI) NE FROM MOUNT PLEASANT.
 CJ0492'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0492'(FAIRMONT AVENUE) FROM THE POST OFFICE IN MOUNT PLEASANT, THENCE 3.5
 CJ0492'KILOMETERS (2.2 MILES) NORTHEASTERLY ALONG U.S. HIGHWAY 17 AND STATE
 CJ0492'HIGHWAY 701 BUSINESS TO ITS JUNCTION WITH U.S. HIGHWAY 17, CONTINUE
 CJ0492'NORTHEAST ALONG U.S. HIGHWAY 17 FOR 6.6 KILOMETERS (4.1 MILES), SET ON
 CJ0492'THE NORTHWEST SIDE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 17 AND IN
 CJ0492'FRONT OF A SMALL ONE-STORY WOOD HOUSE, ADD-0.1 KILOMETER (0.05 MILE)
 CJ0492'SOUTHWEST OF STATE HIGHWAY 41, 3.6 METERS (11.8 FEET) SOUTHWEST OF A
 CJ0492'PIPE CULVERT GOING UNDER A DRIVE, 10.57 METERS (34.7 FEET) SOUTHEAST
 CJ0492'OF THE SOUTHWEST CORNER OF THE HOUSE, 7.12 METERS (23.4 FEET)
 CJ0492'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A PAVED DRIVE LEADING TO
 CJ0492'THE HOUSE, 11.95 METERS (39.2 FEET) NORTHWEST OF THE APPROXIMATE
 CJ0492'CENTER OF THE SOUTHBOUND LANE OF HIGHWAY 17, 22.3 METERS (73.2 FEET)
 CJ0492'SOUTHWEST OF A 36-INCH CEDAR TREE WHICH IS ON THE EAST SIDE OF A SMALL
 CJ0492'SIMULATED BRICK HOUSE.
 CJ0492'THE MARK IS 0.10 M BELOW ROAD.
 CJ0492
 CJ0492                          STATION RECOVERY (1991)
 CJ0492
 CJ0492'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0492'MARK NOT FOUND.
 CJ0492
 CJ0492                          STATION RECOVERY (1997)
 CJ0492
 CJ0492'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0649 ***********************************************************************
 CJ0649  DESIGNATION -  10 013 AZ MK
 CJ0649  PID         -  CJ0649
 CJ0649  STATE/COUNTY-  SC/CHARLESTON
 CJ0649  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0649
 CJ0649                         *CURRENT SURVEY CONTROL
 CJ0649  ___________________________________________________________________
 CJ0649* NAD 83(2001)-  32 51 41.61942(N)    079 47 27.68944(W)     ADJUSTED  
 CJ0649* NAVD 88     -         6.273  (meters)      20.58   (feet)  ADJUSTED  
 CJ0649  ___________________________________________________________________
 CJ0649  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CJ0649  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 CJ0649  DYNAMIC HT  -           6.266 (meters)      20.56  (feet)  COMP
 CJ0649  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 CJ0649
 CJ0649  HORZ ORDER  -  SECOND
 CJ0649  VERT ORDER  -  FIRST     CLASS II
 CJ0649
 CJ0649.The horizontal coordinates were established by classical geodetic methods
 CJ0649.and adjusted by the National Geodetic Survey in March 2004..
 CJ0649.No horizontal observational check was made to the station.
 CJ0649
 CJ0649.The orthometric height was determined by differential leveling
 CJ0649.and adjusted by the National Geodetic Survey in June 1991..
 CJ0649
 CJ0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0649
 CJ0649.The geoid height was determined by GEOID03.
 CJ0649
 CJ0649.The dynamic height is computed by dividing the NAVD 88
 CJ0649.geopotential number by the normal gravity value computed on the
 CJ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0649.degrees latitude (g = 980.6199 gals.).
 CJ0649
 CJ0649.The modeled gravity was interpolated from observed gravity values.
 CJ0649
 CJ0649;                    North         East     Units Scale Factor Converg.
 CJ0649;SPC SC       -   114,692.983   722,743.957   MT  0.99989226   +0 40 12.9
 CJ0649;SPC SC       -   376,289.31  2,371,207.21   iFT  0.99989226   +0 40 12.9
 CJ0649;UTM  17      - 3,636,587.368   613,116.946   MT  0.99975777   +0 39 21.9
 CJ0649
 CJ0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0649!SPC SC       -   1.00000426  x   0.99989226  =   0.99989652
 CJ0649!UTM  17      -   1.00000426  x   0.99975777  =   0.99976203
 CJ0649
 CJ0649                          SUPERSEDED SURVEY CONTROL
 CJ0649
 CJ0649  NAD 83(1986)-  32 51 41.62735(N)    079 47 27.69178(W) AD(       ) 2
 CJ0649  NGVD 29 (03/21/89)    6.571  (m)           21.56   (f) ADJUSTED    1 2
 CJ0649
 CJ0649.Superseded values are not recommended for survey control.
 CJ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0649.See file dsdata.txt to determine how the superseded data were derived.
 CJ0649
 CJ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1311736587(NAD 83)
 CJ0649_MARKER: DD = SURVEY DISK
 CJ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0649_SP_SET: CONCRETE POST
 CJ0649_STAMPING: AZ MK 10 013 1983
 CJ0649_MARK LOGO: SCGS  
 CJ0649_PROJECTION: FLUSH
 CJ0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0649+STABILITY: SURFACE MOTION
 CJ0649
 CJ0649  HISTORY     - Date     Condition        Report By
 CJ0649  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0649  HISTORY     - 1983     GOOD             SCGS
 CJ0649  HISTORY     - 19910604 MARK NOT FOUND   USPSQD
 CJ0649  HISTORY     - 19970620 MARK NOT FOUND   USPSQD
 CJ0649
 CJ0649                          STATION DESCRIPTION
 CJ0649
 CJ0649'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0649'THE STATION IS LOCATED ABOUT 9.6KM (6.0 MI) SOUTHEAST OF WANDO,
 CJ0649'9.6 KM (6.0 MI) NORTHEAST OF MOUNT PLEASANT, 8.0 KM (5.0 MI)
 CJ0649'NORTH OF ISLE OF PALMS, SET ALONG HIGHWAY RIGHT OF WAY.
 CJ0649'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 CJ0649'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY,
 CJ0649'HARBISON FOREST ROAD, COLUMBIA SC 29210, PHONE
 CJ0649'803-758-6434.
 CJ0649'
 CJ0649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17
 CJ0649'AND U.S HIGHWAYS 17 AND 701 BUSINESS, ON THE NORTHEAST
 CJ0649'SIDE OF MOUNT PLEASANT, GO NORTHEASTERLY ON U.S.
 CJ0649'HIGHWAY 17 FOR 6.6 KM (4.1 MI) TO
 CJ0649'10 013 SCGS ON THE LEFT, CONTINUE NORTHEASTERLY ON HIGHWAY
 CJ0649'FOR 1.0 KM (0.65 MI) TO A ROAD RIGHT (S-10-51) PORCHER
 CJ0649'BLUFF ROAD AND THE STATION ON THE RIGHT.
 CJ0649'
 CJ0649'THE STATION IS A STANDARD SCGS DISK
 CJ0649'STAMPED---AZ MK 10 013 1983---,
 CJ0649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CJ0649'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0649'15.48 METERS (50.8 FT) SOUTHWEST FROM A POWERLINE POLE,
 CJ0649'15.25 METERS (49.3 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 CJ0649'HIGHWAY 17 NORTHBOUND LANE,
 CJ0649'4.69 METERS (15.4 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 CJ0649'COUNTY ROAD S-10-51 AND 1.42 METERS (4.5 FEET) SOUTHEAST FROM A
 CJ0649'METAL WITNESS POST.
 CJ0649'
 CJ0649'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.58 METERS.
 CJ0649
 CJ0649                          STATION RECOVERY (1983)
 CJ0649
 CJ0649'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0649'10.3 KM (6.4 MI) NE FROM MOUNT PLEASANT.
 CJ0649'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0649'(FAIRMONT AVENUE) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 3.5
 CJ0649'KILOMETERS (2.2 MILES) NORTHEASTERLY ALONG U.S. HIGHWAY 17 AND STATE
 CJ0649'HIGHWAY 701 BUSINESS TO ITS JUNCTION WITH U.S. HIGHWAY 17, CONTINUE
 CJ0649'NORTHEASTERLY ALONG U.S. HIGHWAY 17 FOR 7.6 KILOMETERS (4.7 MILES) SET
 CJ0649'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-10-51
 CJ0649'(PORCHER BLUFF ROAD), 4.65 METERS (15.3 FEET) NORTHEAST OF THE
 CJ0649'APPROXIMATE CENTER OF PORCHER BLUFF ROAD, 15.23 METERS (50.0 FEET)
 CJ0649'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 17 NORTH BOUND
 CJ0649'LANE, 15.5 METERS (50.9 FEET) SOUTHWEST OF A POWER POLE, 22.0 METERS
 CJ0649'(72.2 FEET) NORTHEAST OF A POLE SUPPORTING A TELEPHONE JUNCTION BOX.
 CJ0649'THE MARK IS 1.33 METERS  SE FROM A WITNESS POST.
 CJ0649'THE MARK IS 0.20 M BELOW HIGHWAY 17.
 CJ0649
 CJ0649                          STATION RECOVERY (1991)
 CJ0649
 CJ0649'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0649'MARK NOT FOUND.
 CJ0649
 CJ0649                          STATION RECOVERY (1997)
 CJ0649
 CJ0649'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1013 ***********************************************************************
 CJ1013  DESIGNATION -  10 014
 CJ1013  PID         -  CJ1013
 CJ1013  STATE/COUNTY-  SC/CHARLESTON
 CJ1013  USGS QUAD   -  CHARLESTON (1983)
 CJ1013
 CJ1013                         *CURRENT SURVEY CONTROL
 CJ1013  ___________________________________________________________________
 CJ1013* NAD 83(2001)-  32 50 12.77730(N)    079 57 47.26252(W)     ADJUSTED  
 CJ1013* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 CJ1013  ___________________________________________________________________
 CJ1013  X           -     934,898.012 (meters)                     COMP
 CJ1013  Y           -  -5,282,190.382 (meters)                     COMP
 CJ1013  Z           -   3,438,760.437 (meters)                     COMP
 CJ1013  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 CJ1013  ELLIP HEIGHT-         -23.00  (meters)          (12/20/99) GPS OBS
 CJ1013  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 CJ1013
 CJ1013  HORZ ORDER  -  FIRST
 CJ1013  ELLP ORDER  -  FOURTH    CLASS I
 CJ1013
 CJ1013.The horizontal coordinates were established by GPS observations
 CJ1013.and adjusted by the National Geodetic Survey in March 2004..
 CJ1013
 CJ1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ1013
 CJ1013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1013
 CJ1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1013
 CJ1013.The ellipsoidal height was determined by GPS observations
 CJ1013.and is referenced to NAD 83.
 CJ1013
 CJ1013.The geoid height was determined by GEOID03.
 CJ1013
 CJ1013;                    North         East     Units Scale Factor Converg.
 CJ1013;SPC SC       -   111,781.525   706,665.392   MT  0.99989836   +0 34 29.4
 CJ1013;SPC SC       -   366,737.29  2,318,456.01   iFT  0.99989836   +0 34 29.4
 CJ1013;UTM  17      - 3,633,680.127   597,040.256   MT  0.99971611   +0 33 44.2
 CJ1013
 CJ1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1013!SPC SC       -   1.00000361  x   0.99989836  =   0.99990197
 CJ1013!UTM  17      -   1.00000361  x   0.99971611  =   0.99971972
 CJ1013
 CJ1013                          SUPERSEDED SURVEY CONTROL
 CJ1013
 CJ1013  NAD 83(1995)-  32 50 12.77751(N)    079 57 47.26259(W) AD(       ) 1
 CJ1013  NAD 83(1986)-  32 50 12.78843(N)    079 57 47.26622(W) AD(       ) 1
 CJ1013  NAD 83(1986)-  32 50 12.78841(N)    079 57 47.26899(W) AD(       ) 2
 CJ1013  NGVD 29 (06/10/92)   10.4    (m)           34.     (f) GPS OBS        
 CJ1013
 CJ1013.Superseded values are not recommended for survey control.
 CJ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1013.See file dsdata.txt to determine how the superseded data were derived.
 CJ1013
 CJ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9704033680(NAD 83)
 CJ1013_MARKER: DH = HORIZONTAL CONTROL DISK
 CJ1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1013_SP_SET: CONCRETE POST
 CJ1013_STAMPING: HORZ 10 014 1983
 CJ1013_MARK LOGO: SCGS  
 CJ1013_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1013+STABILITY: SURFACE MOTION
 CJ1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1013+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 CJ1013
 CJ1013  HISTORY     - Date     Condition        Report By
 CJ1013  HISTORY     - 1983     MONUMENTED       SCGS
 CJ1013  HISTORY     - 1983     GOOD             SCGS
 CJ1013  HISTORY     - 19910311 GOOD             SCGS
 CJ1013
 CJ1013                          STATION DESCRIPTION
 CJ1013
 CJ1013'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ1013'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) EAST
 CJ1013'OF PIER PONT, 6.4 KM (4.0 MI) NORTH NORTHWEST OF CHARLESTON
 CJ1013'AND 4.8 KM (3.0 MI) NORTHEAST OF CHARLESTOWNE LANDING, ON
 CJ1013'HIGHWAY 26 RIGHT OF WAY.
 CJ1013'OWNERSHIP--SC DEPT OF HIGHWAYS
 CJ1013'AND PUBLIC TRANSP, FERRELL J PROSSER, DIRECTOR SC GEODETIC
 CJ1013'SURVEY, HARBISON FOREST RD, COLUMBIA SC 29210,
 CJ1013'PHONE 803-758-6434.
 CJ1013'
 CJ1013'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE
 CJ1013'26 AND STATE HIGHWAY 7 (COSGROVE AVENUE), GO SOUTHEASTERLY
 CJ1013'ALONG INTERSTATE HIGHWAY 26 EAST FOR 1.15 KM (0.75 MI) TO
 CJ1013'TWO OVERPASS BRIDGES AND 10 014 SCGS AZ MK ON THE SOUTHEAST
 CJ1013'END OF THE INTERSTATE 26 WEST BRIDGE, CONTINUE SOUTHEASTERLY ON
 CJ1013'HIGHWAY 26 FOR 0.35 KM (0.25 MI) TO EXIT 217 (NORTH MEETING
 CJ1013'STREET),TAKE EXIT FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 CJ1013'RIGHT AT THE NORTHWEST END OF THE OVERPASS.
 CJ1013'
 CJ1013'THE STATION IS A STANDARD SCGS DISK
 CJ1013'STAMPED---HORZ 10 014 1983---,
 CJ1013'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CJ1013'FLUSH WITH GROUND.  IT IS LOCATED
 CJ1013'9.0 METERS (29.5 FT) EAST FROM A SIGN READING WRONG WAY
 CJ1013'1.0 METER (3.28 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST AND
 CJ1013'0.63 METERS (2.10 FEET) SOUTH SOUTHWEST FROM THE SOUTHWEST CORNER
 CJ1013'OF THE MEETING STREET EXIT OVERPASS.
 CJ1013'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ1013'STAMPED---HORZ 10 014 1983---,
 CJ1013'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ1013'
 CJ1013'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.55 METERS.
 CJ1013'
 CJ1013'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CJ1013
 CJ1013                          STATION RECOVERY (1983)
 CJ1013
 CJ1013'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ1013'RECOVERED IN GOOD CONDITION.
 CJ1013
 CJ1013                          STATION RECOVERY (1991)
 CJ1013
 CJ1013'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1013'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) EAST
 CJ1013'OF PIER PONT, 6.4 KM (4.0 MI) NORTH NORTHWEST OF CHARLESTON
 CJ1013'AND 4.8 KM (3.0 MI) NORTHEAST OF CHARLESTOWNE LANDING, ON
 CJ1013'HIGHWAY 26 RIGHT OF WAY.
 CJ1013'OWNERSHIP--SC DEPT OF HIGHWAYS
 CJ1013'AND PUBLIC TRANSP, FERRELL J PROSSER, DIRECTOR SC GEODETIC
 CJ1013'SURVEY, HARBISON FOREST RD, COLUMBIA SC 29210,
 CJ1013'PHONE 803-758-6434.
 CJ1013'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE
 CJ1013'26 AND STATE HIGHWAY 7 (COSGROVE AVENUE), GO SOUTHEASTERLY
 CJ1013'ALONG INTERSTATE HIGHWAY 26 EAST FOR 1.15 KM (0.75 MI) TO
 CJ1013'TWO OVERPASS BRIDGES AND 10 014 SCGS AZ MK ON THE SOUTHEAST
 CJ1013'END OF THE INTERSTATE 26 WEST BRIDGE, CONTINUE SOUTHEASTERLY ON
 CJ1013'HIGHWAY 26 FOR 0.35 KM (0.25 MI) TO EXIT 217 (NORTH MEETING
 CJ1013'STREET),TAKE EXIT FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 CJ1013'RIGHT AT THE NORTHWEST END OF THE OVERPASS.
 CJ1013'THE STATION IS A STANDARD SCGS DISK
 CJ1013'STAMPED---HORZ 10 014 1983---,
 CJ1013'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CJ1013'FLUSH WITH GROUND.  IT IS LOCATED
 CJ1013'9.0 METERS (29.5 FT) EAST FROM A SIGN READING WRONG WAY
 CJ1013'1.0 METER (3.28 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST AND
 CJ1013'0.63 METERS (2.10 FEET) SOUTH SOUTHWEST FROM THE SOUTHWEST CORNER
 CJ1013'OF THE MEETING STREET EXIT OVERPASS.
 CJ1013'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ1013'STAMPED---HORZ 10 014 1983---,
 CJ1013'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1014 ***********************************************************************
 CJ1014  DESIGNATION -  10 014 AZ MK
 CJ1014  PID         -  CJ1014
 CJ1014  STATE/COUNTY-  SC/CHARLESTON
 CJ1014  USGS QUAD   -  CHARLESTON (1983)
 CJ1014
 CJ1014                         *CURRENT SURVEY CONTROL
 CJ1014  ___________________________________________________________________
 CJ1014* NAD 83(2001)-  32 50 29.79811(N)    079 58 06.94428(W)     ADJUSTED  
 CJ1014* NAVD 88     -        13.2    (meters)      43.     (feet)  VERTCON   
 CJ1014  ___________________________________________________________________
 CJ1014  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 CJ1014  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 CJ1014
 CJ1014  HORZ ORDER  -  SECOND
 CJ1014
 CJ1014.The horizontal coordinates were established by classical geodetic methods
 CJ1014.and adjusted by the National Geodetic Survey in March 2004..
 CJ1014
 CJ1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ1014
 CJ1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1014
 CJ1014.The geoid height was determined by GEOID03.
 CJ1014
 CJ1014;                    North         East     Units Scale Factor Converg.
 CJ1014;SPC SC       -   112,300.667   706,148.376   MT  0.99989718   +0 34 18.5
 CJ1014;SPC SC       -   368,440.51  2,316,759.76   iFT  0.99989718   +0 34 18.5
 CJ1014;UTM  17      - 3,634,199.287   596,523.447   MT  0.99971488   +0 33 33.8
 CJ1014
 CJ1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1014!SPC SC       -   1.00000312  x   0.99989718  =   0.99990030
 CJ1014!UTM  17      -   1.00000312  x   0.99971488  =   0.99971800
 CJ1014
 CJ1014                          SUPERSEDED SURVEY CONTROL
 CJ1014
 CJ1014  NAD 83(1986)-  32 50 29.80927(N)    079 58 06.94846(W) AD(       ) 2
 CJ1014  NAD 83(1986)-  32 50 29.80840(N)    079 58 06.94979(W) AD(       ) 2
 CJ1014  NGVD 29 (07/14/89)   13.5    (m)           44.     (f) VERT ANG       
 CJ1014
 CJ1014.Superseded values are not recommended for survey control.
 CJ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1014.See file dsdata.txt to determine how the superseded data were derived.
 CJ1014
 CJ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9652334199(NAD 83)
 CJ1014_MARKER: DZ = AZIMUTH MARK DISK
 CJ1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1014_SP_SET: CONCRETE POST
 CJ1014_STAMPING: AZ MK 10 014 1983
 CJ1014_MARK LOGO: SCGS  
 CJ1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1014+STABILITY: SURFACE MOTION
 CJ1014
 CJ1014  HISTORY     - Date     Condition        Report By
 CJ1014  HISTORY     - 1983     MONUMENTED       SCGS
 CJ1014  HISTORY     - 1983     GOOD             SCGS
 CJ1014  HISTORY     - 19910311 GOOD             SCGS
 CJ1014
 CJ1014                          STATION DESCRIPTION
 CJ1014
 CJ1014'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ1014'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) EAST
 CJ1014'OF PIER PONT, 6.4 KM (4.0 MI) NORTH NORTHWEST OF CHARLESTON
 CJ1014'AND 4.8 KM (3.0 MI) NORTHEAST OF CHARLESTOWNE LANDING,
 CJ1014'SET ALONG HIGHWAY 26 RIGHT OF WAY.
 CJ1014'OWNERSHIP--SC DEPT OF HIGHWAYS
 CJ1014'AND PUBLIC TRANSP, FERRELL J PROSSER, DIRECTOR SC
 CJ1014'GEODETIC SURVEY, HARBISON FOREST ROAD, COLUMBIA SC 29210,
 CJ1014'PHONE 803-758-6434.
 CJ1014'
 CJ1014'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE
 CJ1014'HIGHWAY 26 AND STATE HIGHWAY 7 (COSGROVE AVENUE), GO
 CJ1014'SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 26 EAST FOR 1.15 KM
 CJ1014'(0.75 MI) TO THE STATION ON THE LEFT AT THE SOUTHEAST END OF
 CJ1014'THE INTERSTATE 26 WEST OVERPASS BRIDGE.
 CJ1014'
 CJ1014'THE STATION IS A STANDARD SCGS DISK
 CJ1014'STAMPED---AZ MK 10 014 1983---,
 CJ1014'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CJ1014'FLUSH WITH GROUND.  IT IS LOCATED
 CJ1014'2.42 METERS (7.95 FT) EAST FROM THE SOUTHEAST END OF THE
 CJ1014'INTERSTATE 26 WEST BOUND BRIDGE,
 CJ1014'1.0 METER (3.3 FT) NORTH-NORTHWEST FROM THE END OF THE CEMENT
 CJ1014'CURB AND 1.0 METER (3.3 FT) EAST FROM A METAL WITNESS POST.
 CJ1014'
 CJ1014'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.41 METERS.
 CJ1014
 CJ1014                          STATION RECOVERY (1983)
 CJ1014
 CJ1014'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ1014'RECOVERED IN GOOD CONDITION.
 CJ1014
 CJ1014                          STATION RECOVERY (1991)
 CJ1014
 CJ1014'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0593 ***********************************************************************
 CJ0593  DESIGNATION -  10 015
 CJ0593  PID         -  CJ0593
 CJ0593  STATE/COUNTY-  SC/CHARLESTON
 CJ0593  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0593
 CJ0593                         *CURRENT SURVEY CONTROL
 CJ0593  ___________________________________________________________________
 CJ0593* NAD 83(2001)-  32 46 08.82282(N)    079 50 23.36703(W)     ADJUSTED  
 CJ0593* NAVD 88     -         1.819  (meters)       5.97   (feet)  ADJUSTED  
 CJ0593  ___________________________________________________________________
 CJ0593  X           -     946,980.385 (meters)                     COMP
 CJ0593  Y           -  -5,284,166.639 (meters)                     COMP
 CJ0593  Z           -   3,432,439.004 (meters)                     COMP
 CJ0593  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CJ0593  ELLIP HEIGHT-         -31.55  (meters)          (03/27/03) GPS OBS
 CJ0593  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 CJ0593  DYNAMIC HT  -           1.817 (meters)       5.96  (feet)  COMP
 CJ0593  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 CJ0593
 CJ0593  HORZ ORDER  -  SECOND
 CJ0593  VERT ORDER  -  FIRST     CLASS II
 CJ0593  ELLP ORDER  -  FOURTH    CLASS II
 CJ0593
 CJ0593.The horizontal coordinates were established by GPS observations
 CJ0593.and adjusted by the National Geodetic Survey in March 2003..
 CJ0593
 CJ0593.The orthometric height was determined by differential leveling
 CJ0593.and adjusted by the National Geodetic Survey in June 1991..
 CJ0593
 CJ0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0593
 CJ0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0593
 CJ0593.The ellipsoidal height was determined by GPS observations
 CJ0593.and is referenced to NAD 83.
 CJ0593
 CJ0593.The geoid height was determined by GEOID03.
 CJ0593
 CJ0593.The dynamic height is computed by dividing the NAVD 88
 CJ0593.geopotential number by the normal gravity value computed on the
 CJ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0593.degrees latitude (g = 980.6199 gals.).
 CJ0593
 CJ0593.The modeled gravity was interpolated from observed gravity values.
 CJ0593
 CJ0593;                    North         East     Units Scale Factor Converg.
 CJ0593;SPC SC       -   104,390.174   718,292.263   MT  0.99991607   +0 38 35.5
 CJ0593;SPC SC       -   342,487.45  2,356,601.91   iFT  0.99991607   +0 38 35.5
 CJ0593;UTM  17      - 3,626,287.270   608,663.287   MT  0.99974559   +0 37 40.8
 CJ0593
 CJ0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0593!SPC SC       -   1.00000495  x   0.99991607  =   0.99992102
 CJ0593!UTM  17      -   1.00000495  x   0.99974559  =   0.99975054
 CJ0593
 CJ0593                          SUPERSEDED SURVEY CONTROL
 CJ0593
 CJ0593  NAD 83(1995)-  32 46 08.82288(N)    079 50 23.36846(W) AD(       ) 2
 CJ0593  ELLIP H (12/20/99)  -31.58   (m)                       GP(       ) 4 1
 CJ0593  NAD 83(1986)-  32 46 08.83256(N)    079 50 23.37151(W) AD(       ) 2
 CJ0593  NAD 83(1986)-  32 46 07.81369(N)    079 50 22.58251(W) AD(       ) 2
 CJ0593  NAVD 88 (02/15/95)    1.82   (m)            6.0    (f) LEVELING    3  
 CJ0593  NGVD 29 (05/09/91)    2.119  (m)            6.95   (f) ADJUSTED    1 2
 CJ0593
 CJ0593.Superseded values are not recommended for survey control.
 CJ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0593.See file dsdata.txt to determine how the superseded data were derived.
 CJ0593
 CJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0866326287(NAD 83)
 CJ0593_MARKER: DD = SURVEY DISK
 CJ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0593_SP_SET: CONCRETE POST
 CJ0593_STAMPING: HORZ 10 015 1983
 CJ0593_MARK LOGO: SCGS  
 CJ0593_PROJECTION: RECESSED 10 CENTIMETERS
 CJ0593_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0593+STABILITY: SURFACE MOTION
 CJ0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0593+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ0593
 CJ0593  HISTORY     - Date     Condition        Report By
 CJ0593  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0593  HISTORY     - 1983     GOOD             SCGS
 CJ0593  HISTORY     - 19900522 GOOD             NGS
 CJ0593  HISTORY     - 19910424 GOOD             SCGS
 CJ0593  HISTORY     - 19940117 GOOD             SCGS
 CJ0593  HISTORY     - 19950417 GOOD             SCGS
 CJ0593  HISTORY     - 20030621 GOOD             USPSQD
 CJ0593
 CJ0593                          STATION DESCRIPTION
 CJ0593
 CJ0593'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0593'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) SOUTH
 CJ0593'SOUTHWEST OF THE CENTER OF THE ISLE OF PALMS, 3.2 KM (2.0 MI)
 CJ0593'SOUTH SOUTHEAST OF MOUNT PLEASANT AND 1.1 KM (0.7 MI) NORTH
 CJ0593'OF SULLIVANS ISLAND, SET ALONG ROAD RIGHT OF WAY.
 CJ0593'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 CJ0593'FERRELL J PROSSER DIRECTOR SC GEODETIC SURVEY,
 CJ0593'HARBISON FOREST ROAD, COLUMBIA SC 29201, PHONE 803-758-6434.
 CJ0593'
 CJ0593'TO REACH THE STATION FROM THE POST OFFICE ON SULLIVANS ISLAND,
 CJ0593'GO EAST ON COUNTY ROAD S-10-599, (MIDDLE STREET) FOR
 CJ0593'0.3 KM (0.2 MI) TO A FLASHING YELLOW LIGHT  TURN LEFT
 CJ0593'AND FOLLOW S-10-199, WHICH TURNS INTO STATE HIGHWAY 703 FOR
 CJ0593'0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT, 0.2 KM (0.15 MI)
 CJ0593'BEFORE REACHING THE SOUTH END OF THE BEN SAWYER MEMORIAL
 CJ0593'BRIDGE.
 CJ0593'
 CJ0593'THE STATION IS A STANDARD SCGS DISK
 CJ0593'STAMPED---HORZ 10 015 1983---,
 CJ0593'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CJ0593'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0593'8.29 METERS (27.20 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 CJ0593'OF HIGHWAY 703,
 CJ0593'5.5 METERS (18.05 FT) WEST FROM POWER POLE NUMBER 21451 AND 1.50
 CJ0593'METERS (4.90 FT) WEST FROM THE BASE OF A GUY WIRE.
 CJ0593'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0593'STAMPED---HORZ 10 015 1983---,
 CJ0593'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ0593'
 CJ0593'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.51 METERS.
 CJ0593'
 CJ0593'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CJ0593
 CJ0593                          STATION RECOVERY (1983)
 CJ0593
 CJ0593'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0593'IN SULLIVANS ISLAND.
 CJ0593'THE MARK IS 0.30 M BELOW HIGHWAY 703.
 CJ0593'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG MIDDLE STREET (COUNTY ROAD
 CJ0593'S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, THENCE 0.8 KILOMETER
 CJ0593'(0.5 MILE) NORTHWEST ALONG STATE HIGHWAY 703, SET ON THE NORTHEAST
 CJ0593'SIDE OF THE HIGHWAY AND IN LINE WITH POWER POLE NUMBER 21451, 0.25
 CJ0593'KILOMETER (0.15 MILE) SOUTHEAST OF THE SOUTHEAST END OF THE BEN M.
 CJ0593'SAWYER MEMORIAL BRIDGE, 1.55 METERS (5.1 FEET) WEST OF A GUY WIRE
 CJ0593'ANCHOR OF POWER POLE NUMBER 21451, 5.55 METERS (18.2 FEET)
 CJ0593'WEST-SOUTHWEST OF POWER POLE NUMBER 21451 WITH TWO GUY WIRES,
 CJ0593'8.4 METERS (27.6 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 CJ0593'HIGHWAY 703.
 CJ0593'THE MARK IS 1.05 METERS  NNW FROM A WITNESS POST.
 CJ0593
 CJ0593                          STATION RECOVERY (1990)
 CJ0593
 CJ0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0593'0.4 KM (0.2 MI) NORTHEASTERLY ALONG MIDDLE STREET (COUNTY ROAD
 CJ0593'S-10-599) FROM THE POST OFFICE IN SULLIVANS ISLAND, THENCE 0.8 KM
 CJ0593'(0.5 MI) NORTHWESTERLY ALONG STATE HIGHWAY 703, 8.4 M (27.6 FT)
 CJ0593'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.3 M (17.4 FT)
 CJ0593'WEST-SOUTHWEST OF A UTILITY POLE WITH ONE GUY WIRE, 0.6 M (2.0 FT)
 CJ0593'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 CJ0593'POST, AND IN A CONCRETE MONUMENT THAT IS 0.1 M (0.3 FT) BELOW THE
 CJ0593'GROUND SURFACE.
 CJ0593
 CJ0593                          STATION RECOVERY (1991)
 CJ0593
 CJ0593'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0593'STATION IS LOCATED 2.35 MILES (3.78 KM) SOUTHEAST OF MOUNT PLEASANT,
 CJ0593'0.6 MILE (1.0 KM) NORTH OF SULLIVANS ISLAND.  OWNERSHIP--SCDHPT,
 CJ0593'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0593'803-737-1350.
 CJ0593'TO REACH THE STATION FROM THE SOUTH END OF THE BEN SAWYER BRIDGE OVER
 CJ0593'THE INTRACOASTAL WATERWAY (STATE HIGHWAY 703), 0.6 MILE (1.0 KM)
 CJ0593'NORTH OF SULLIVANS ISLAND, GO SOUTH ON HIGHWAY 703 FOR 0.15 MILE
 CJ0593'(0.24 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE.
 CJ0593'STATION IS A CONCRETE POST RECESSED 2-INCHES AND 0.5 FOOT (0.2 M)
 CJ0593'BELOW THE HIGHWAY, 26.8 FEET (8.2 M) EAST NORTHEST OF THE CENTER OF
 CJ0593'THE HIGHWAY, 17.5 FEET (5.3 M) WEST SOUTHWEST OF THE POWER POLE WITH
 CJ0593'A GUY WIRE, 1.6 FEET (0.5 M) WEST SOUTHWEST OF A WITNESS POST.
 CJ0593'RECOVERED BY T. HALL.
 CJ0593
 CJ0593                          STATION RECOVERY (1994)
 CJ0593
 CJ0593'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CJ0593'RECOVERED AS DESCRIBED.
 CJ0593
 CJ0593                          STATION RECOVERY (1995)
 CJ0593
 CJ0593'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ0593'RECOVERED AS DESCRIBED.
 CJ0593
 CJ0593                          STATION RECOVERY (2003)
 CJ0593
 CJ0593'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ0593'NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1016 ***********************************************************************
 CJ1016  DESIGNATION -  10 016 AZ MK
 CJ1016  PID         -  CJ1016
 CJ1016  STATE/COUNTY-  SC/CHARLESTON
 CJ1016  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ1016
 CJ1016                         *CURRENT SURVEY CONTROL
 CJ1016  ___________________________________________________________________
 CJ1016* NAD 83(2001)-  32 54 04.39850(N)    079 57 37.30502(W)     ADJUSTED  
 CJ1016* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 CJ1016  ___________________________________________________________________
 CJ1016  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CJ1016  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 CJ1016
 CJ1016  HORZ ORDER  -  SECOND
 CJ1016
 CJ1016.The horizontal coordinates were established by classical geodetic methods
 CJ1016.and adjusted by the National Geodetic Survey in March 2004..
 CJ1016
 CJ1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ1016
 CJ1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1016
 CJ1016.The geoid height was determined by GEOID03.
 CJ1016
 CJ1016;                    North         East     Units Scale Factor Converg.
 CJ1016;SPC SC       -   118,918.341   706,852.546   MT  0.99988282   +0 34 34.9
 CJ1016;SPC SC       -   390,152.04  2,319,070.03   iFT  0.99988282   +0 34 34.9
 CJ1016;UTM  17      - 3,640,815.660   597,228.882   MT  0.99971656   +0 33 53.2
 CJ1016
 CJ1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1016!SPC SC       -   1.00000489  x   0.99988282  =   0.99988771
 CJ1016!UTM  17      -   1.00000489  x   0.99971656  =   0.99972145
 CJ1016
 CJ1016                          SUPERSEDED SURVEY CONTROL
 CJ1016
 CJ1016  NAD 83(1986)-  32 54 04.40929(N)    079 57 37.30873(W) AD(       ) 2
 CJ1016  NGVD 29 (07/14/89)    2.1    (m)            7.     (f) VERT ANG       
 CJ1016
 CJ1016.Superseded values are not recommended for survey control.
 CJ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1016.See file dsdata.txt to determine how the superseded data were derived.
 CJ1016
 CJ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9722940816(NAD 83)
 CJ1016_MARKER: DZ = AZIMUTH MARK DISK
 CJ1016_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CJ1016+WITH SETTING: PAVEMENT
 CJ1016_SP_SET: LARGE DOCK
 CJ1016_STAMPING: AZ MK 10 016 1983
 CJ1016_MARK LOGO: SCGS  
 CJ1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1016+STABILITY: SURFACE MOTION
 CJ1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1016+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1991
 CJ1016
 CJ1016  HISTORY     - Date     Condition        Report By
 CJ1016  HISTORY     - 1983     MONUMENTED       SCGS
 CJ1016  HISTORY     - 1983     GOOD             SCGS
 CJ1016  HISTORY     - 19910502 GOOD             SCGS
 CJ1016
 CJ1016                          STATION DESCRIPTION
 CJ1016
 CJ1016'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ1016'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) SOUTH
 CJ1016'SOUTHEAST OF YEAMANS HALL, 3.2 KM (2.0 MI) NORTH NORTHEAST OF
 CJ1016'OLD DOWNTOWN NORTH CHARLESTON, AT THE NORTH CHARLESTON TERMINAL
 CJ1016'OF THE SC PORT AUTHORTY.
 CJ1016'OWNERSHIP--SC PORT AUTHORITY C/O DOCK SUPERINTENDENT,
 CJ1016'NORTH CHARLESTON SC 29406, PHONE 803-745-6539.
 CJ1016'
 CJ1016'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52
 CJ1016'AND 78 AND REMOUNT ROAD IN NORTH CHARLESTON, GO EAST ON
 CJ1016'REMOUNT ROAD FOR 3.4 KM (2.1 MI) TO A FORK AND THE ENTRANCE TO
 CJ1016'THE PORT AUTHORTY, BEAR RIGHT AT THE FORK AND GO 0.5 KM
 CJ1016'(0.3 MI) TO THE U.S. CUSTOMS GUARD HOUSE, CONTINUE ON PAST THE
 CJ1016'GUARDHOUSE AND HEAD EASTERLY TOWARD THE CRANES FOR LOADING AND
 CJ1016'UNLOADING THE SHIPS AND THE STATION AT THE SOUTHERN END OF THE
 CJ1016'DOCK.
 CJ1016'
 CJ1016'THE STATION IS A STANDARD SCGS DISK
 CJ1016'STAMPED---AZ MK 10 016 1983---,
 CJ1016'SET IN A DRILL HOLE IN THE PIER.
 CJ1016'IT IS LOCATED
 CJ1016'13.9 METERS (45.6 FT) WEST-SOUTHWEST FROM A RECTANGULAR ACCESS
 CJ1016'COVER,
 CJ1016'7.07 METERS (23.2 FT) WEST-SOUTHWEST FROM THE NUMBER 700 PIER
 CJ1016'MARKER,
 CJ1016'1.36 METERS (4.45 FT) NORTH-NORTHWEST FROM THE WATERS EDGE OF THE
 CJ1016'PIER,
 CJ1016'1.3 METERS (4.25 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST RAIL OF
 CJ1016'THE CRANE TRACKS.
 CJ1016'
 CJ1016'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.71 METERS.
 CJ1016
 CJ1016                          STATION RECOVERY (1983)
 CJ1016
 CJ1016'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ1016'RECOVERED IN GOOD CONDITION.
 CJ1016
 CJ1016                          STATION RECOVERY (1991)
 CJ1016
 CJ1016'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1016'STATION IS LOCATED IN THE DOCK OF THE NORTH CHARLESTON PORTS
 CJ1016'AUTHORITY.  OWNERSHIP--STATES PORTS AUTHORITY, P.O. BOX 817,
 CJ1016'CHARLESTON, SC 29402.
 CJ1016'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52, 78 (RIVERS
 CJ1016'AVENUE) AND STATE ROAD 13 (REMOUNT ROAD) IN NORTH CHARLESTON, GO EAST
 CJ1016'NORTHEAST ON ROAD 13 FOR 2.9 MILES (4.7 KM) TO THE ENTRANCE TO THE
 CJ1016'NORTH CHARLESTON PORTS AUTHORITY AND A GUARD HOUSE, CONTINUE AHEAD
 CJ1016'FOR 0.15 MILE (0.24 KM) TO A LARGE ALUMINUM BUILDING (CHECK IN -
 CJ1016'CHECK OUT), FROM HERE TURN RIGHT ALONG ROWS OF TRUCK TRAILERS TOWARDS
 CJ1016'THE DOCK FOR 0.3 MILE (0.5 KM) TO A CONCRETE BLOCK BUILDING (N1) AND
 CJ1016'THE DOCK, CONTINUE AHEAD TO THE EDGE OF THE DOCK AND THE STATION NEAR
 CJ1016'A SHIP TIE AT DOCK MARKER 700, IN LINE WITH THE SOUTHWEST SIDE OF THE
 CJ1016'BUILDING.
 CJ1016'STATION IS A DRILL MARK IN THE DOCK, 4.2 FEET (1.3 M) SOUTH SOUTHEAST
 CJ1016'OF THE SOUTHEAST RAIL OF THE TRACKS FOR THE CRANES, 3.2 FEET (1.0 M)
 CJ1016'WEST NORTHWEST OF THE NORTH CORNER OF THE SHIP TIE, 3.3 FEET (1.0 M)
 CJ1016'NORTH OF THE WEST CORNER OF THE SHIP TIE, 4.9 FEET (1.5 M) NORTHWEST
 CJ1016'OF THE EDGE OF THE DOCK.
 CJ1016'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3082 ***********************************************************************
 CK3082  DESIGNATION -  10 017
 CK3082  PID         -  CK3082
 CK3082  STATE/COUNTY-  SC/CHARLESTON
 CK3082  USGS QUAD   -  JOHNS ISLAND (1979)
 CK3082
 CK3082                         *CURRENT SURVEY CONTROL
 CK3082  ___________________________________________________________________
 CK3082* NAD 83(2001)-  32 50 15.27966(N)    080 01 21.90222(W)     ADJUSTED  
 CK3082* NAVD 88     -         4.044  (meters)      13.27   (feet)  ADJUSTED  
 CK3082  ___________________________________________________________________
 CK3082  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CK3082  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 CK3082  DYNAMIC HT  -           4.039 (meters)      13.25  (feet)  COMP
 CK3082  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 CK3082
 CK3082  HORZ ORDER  -  SECOND
 CK3082  VERT ORDER  -  FIRST     CLASS II
 CK3082
 CK3082.The horizontal coordinates were established by classical geodetic methods
 CK3082.and adjusted by the National Geodetic Survey in March 2004..
 CK3082
 CK3082.The orthometric height was determined by differential leveling
 CK3082.and adjusted by the National Geodetic Survey in June 1991..
 CK3082
 CK3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3082
 CK3082.The geoid height was determined by GEOID03.
 CK3082
 CK3082.The dynamic height is computed by dividing the NAVD 88
 CK3082.geopotential number by the normal gravity value computed on the
 CK3082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3082.degrees latitude (g = 980.6199 gals.).
 CK3082
 CK3082.The modeled gravity was interpolated from observed gravity values.
 CK3082
 CK3082;                    North         East     Units Scale Factor Converg.
 CK3082;SPC SC       -   111,804.214   701,083.385   MT  0.99989819   +0 32 30.4
 CK3082;SPC SC       -   366,811.73  2,300,142.34   iFT  0.99989819   +0 32 30.4
 CK3082;UTM  17      - 3,633,703.999   591,459.307   MT  0.99970314   +0 31 47.9
 CK3082
 CK3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3082!SPC SC       -   1.00000453  x   0.99989819  =   0.99990272
 CK3082!UTM  17      -   1.00000453  x   0.99970314  =   0.99970767
 CK3082
 CK3082                          SUPERSEDED SURVEY CONTROL
 CK3082
 CK3082  NAD 83(1986)-  32 50 15.29103(N)    080 01 21.90660(W) AD(       ) 2
 CK3082  NGVD 29 (03/21/89)    4.340  (m)           14.24   (f) ADJUSTED    1 2
 CK3082
 CK3082.Superseded values are not recommended for survey control.
 CK3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3082.See file dsdata.txt to determine how the superseded data were derived.
 CK3082
 CK3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9145933704(NAD 83)
 CK3082_MARKER: DH = HORIZONTAL CONTROL DISK
 CK3082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK3082_SP_SET: BRIDGE
 CK3082_STAMPING: HORZ 10 017 1983
 CK3082_MARK LOGO: SCGS  
 CK3082_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3082
 CK3082  HISTORY     - Date     Condition        Report By
 CK3082  HISTORY     - 1983     MONUMENTED       SCGS
 CK3082  HISTORY     - 1984     GOOD             SCGS
 CK3082  HISTORY     - 19910311 GOOD             SCGS
 CK3082
 CK3082                          STATION DESCRIPTION
 CK3082
 CK3082'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK3082'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST
 CK3082'OF THE SAINT ANDREWS PARISH AREA, 3.2 KM (2.0 MI) SOUTH OF
 CK3082'NORTH CHARLESTON AND ALONG THE WEST BANK OF THE ASHLEY RIVER.
 CK3082'0WNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK3082'PROSSER, DIRECTOR SOUTH CAROLINA GEODETIC SURVEY,
 CK3082'HARBISON FOREST ROAD, COLUMBIA SC 29210, PHONE 803-758-6434.
 CK3082'
 CK3082'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DORCHESTER
 CK3082'ROAD (STATE HIGHWAY 642) AND INTERSTATE HIGHWAY 26, GO
 CK3082'WESTERLY ALONG DORCHESTER ROAD FOR 2.15 KM (1.35 MI) TO A ROAD
 CK3082'LEFT (LEEDS AVENUE), TURN LEFT AND GO SOUTHERLY FOR
 CK3082'1.65 KM (1.05 MI) TO THE 10 017 SCGS AZ MK ON THE RIGHT AT THE
 CK3082'NORTHEAST END OF THE BRIDGE OVER THE MARK CLARK EXPRESSWAY,
 CK3082'AT THIS POINT TURN LEFT ON TO THE ENTRANCE RAMP TO THE
 CK3082'EXPRESSWAY AND GO WESTERLY ALONG THE EXPRESSWAY FOR 0.55 KM
 CK3082'(0.35 MI) TO THE STATION ON THE RIGHT IN THE WINGWALL
 CK3082'OF THE BRIDGE OVER THE ASHLEY RIVER.
 CK3082'
 CK3082'THE STATION IS A STANDARD SCGS DISK
 CK3082'STAMPED---HORZ 10 017 1983---,
 CK3082'SET IN A DRILL HOLE IN THE WINGWALL OF THE BRIDGE.
 CK3082'IT IS LOCATED
 CK3082'7.2 METERS (23.62 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 CK3082'OF THE EXPRESSWAY EASTERLY BRIDGE,
 CK3082'4.2 METERS (13.78 FT) SOUTH-SOUTHWEST FROM A DRAIN HOLE,
 CK3082'0.8 METER (2.63 FT) EAST-NORTHEAST FROM THE BRIDGE HANDRAIL AND
 CK3082'1.2 METERS (3.94 FT) SOUTH FROM A METAL WITNESS POST.
 CK3082'
 CK3082'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.46 METERS.
 CK3082'
 CK3082'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK3082
 CK3082                          STATION RECOVERY (1984)
 CK3082
 CK3082'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3082'IN NORTH CHARLESTON.
 CK3082'THE MARK IS 0.30 M ABOVE ROAD.
 CK3082'7.8 KILOMETERS (4.85 MILES) SOUTH ALONG STATE HIGHWAY 642 FROM THE
 CK3082'MAIN ENTRANCE LEADING TO THE CHARLESTON AIR FORCE BASE, THENCE 1.8
 CK3082'KILOMETERS (1.1 MILES) WESTERLY ALONG LEEDS AVENUE, THENCE 0.6
 CK3082'KILOMETER (0.4 MILE) SOUTHWEST ALONG THE ON RAMP LEADING TO THE MARK
 CK3082'CLARK EXPRESSWAY, SET IN THE NORTH CORNER OF THE WEST BRIDGE THAT
 CK3082'CROSSES THE ASHLEY RIVER.
 CK3082'THE MARK IS 1.10 METERS  SW FROM A WITNESS POST.
 CK3082
 CK3082                          STATION RECOVERY (1991)
 CK3082
 CK3082'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3081 ***********************************************************************
 CK3081  DESIGNATION -  10 017 AZ MK
 CK3081  PID         -  CK3081
 CK3081  STATE/COUNTY-  SC/CHARLESTON
 CK3081  USGS QUAD   -  JOHNS ISLAND (1979)
 CK3081
 CK3081                         *CURRENT SURVEY CONTROL
 CK3081  ___________________________________________________________________
 CK3081* NAD 83(2001)-  32 50 32.07339(N)    080 01 08.56231(W)     ADJUSTED  
 CK3081* NAVD 88     -        11.379  (meters)      37.33   (feet)  ADJUSTED  
 CK3081  ___________________________________________________________________
 CK3081  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CK3081  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 CK3081  DYNAMIC HT  -          11.367 (meters)      37.29  (feet)  COMP
 CK3081  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 CK3081
 CK3081  HORZ ORDER  -  SECOND
 CK3081  VERT ORDER  -  FIRST     CLASS II
 CK3081
 CK3081.The horizontal coordinates were established by classical geodetic methods
 CK3081.and adjusted by the National Geodetic Survey in March 2004..
 CK3081
 CK3081.The orthometric height was determined by differential leveling
 CK3081.and adjusted by the National Geodetic Survey in June 1991..
 CK3081
 CK3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3081
 CK3081.The geoid height was determined by GEOID03.
 CK3081
 CK3081.The dynamic height is computed by dividing the NAVD 88
 CK3081.geopotential number by the normal gravity value computed on the
 CK3081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3081.degrees latitude (g = 980.6199 gals.).
 CK3081
 CK3081.The modeled gravity was interpolated from observed gravity values.
 CK3081
 CK3081;                    North         East     Units Scale Factor Converg.
 CK3081;SPC SC       -   112,324.772   701,425.351   MT  0.99989702   +0 32 37.8
 CK3081;SPC SC       -   368,519.59  2,301,264.27   iFT  0.99989702   +0 32 37.8
 CK3081;UTM  17      - 3,634,224.385   591,801.314   MT  0.99970391   +0 31 55.3
 CK3081
 CK3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3081!SPC SC       -   1.00000338  x   0.99989702  =   0.99990040
 CK3081!UTM  17      -   1.00000338  x   0.99970391  =   0.99970729
 CK3081
 CK3081                          SUPERSEDED SURVEY CONTROL
 CK3081
 CK3081  NAD 83(1986)-  32 50 32.08471(N)    080 01 08.56666(W) AD(       ) 2
 CK3081  NGVD 29 (03/21/89)   11.675  (m)           38.30   (f) ADJUSTED    1 2
 CK3081
 CK3081.Superseded values are not recommended for survey control.
 CK3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3081.See file dsdata.txt to determine how the superseded data were derived.
 CK3081
 CK3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9180134224(NAD 83)
 CK3081_MARKER: DZ = AZIMUTH MARK DISK
 CK3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3081_SP_SET: CONCRETE POST
 CK3081_STAMPING: AZ MK 10 017 1983
 CK3081_MARK LOGO: SCGS  
 CK3081_PROJECTION: FLUSH
 CK3081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3081+STABILITY: SURFACE MOTION
 CK3081
 CK3081  HISTORY     - Date     Condition        Report By
 CK3081  HISTORY     - 1983     MONUMENTED       SCGS
 CK3081  HISTORY     - 1984     GOOD             SCGS
 CK3081  HISTORY     - 19910311 GOOD             SCGS
 CK3081
 CK3081                          STATION DESCRIPTION
 CK3081
 CK3081'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK3081'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF
 CK3081'SAINT ANDREWS PARISH AREA, 3.2 KM (2.0 MI) SOUTH OF NORTH
 CK3081'CHARLESTON, 0.5 KM (0.3 MI) EAST OF THE ASHLEY RIVER BANK.
 CK3081'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK3081'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST ROAD,
 CK3081'COLUMBIA SC 29210, PHONE 803-758-6434.
 CK3081'
 CK3081'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DORCHESTER
 CK3081'ROAD (STATE HIGHWAY 642) AND INTERSTATE HIGHWAY 26, GO
 CK3081'WESTERLY ALONG DORCHESTER ROAD FOR 2.15 KM (1.35 MI) TO A ROAD
 CK3081'LEFT (LEEDS AVENUE), TURN LEFT AND GO SOUTHERLY FOR 1.65 KM
 CK3081'(1.05 MI) TO THE AZIMUTH MARK ON THE RIGHT AT THE NORTHEAST
 CK3081'END OF THE BRIDGE OVER THE MARK CLARK EXPRESSWAY.
 CK3081'
 CK3081'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 CK3081'STAMPED---AZ MK 10 017 1983---,
 CK3081'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK3081'FLUSH WITH GROUND.  IT IS LOCATED
 CK3081'13.6 METERS (44.6 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 CK3081'OF THE MEDIAN OF LEEDS AVENUE,
 CK3081'1.30 METERS (4.25 FT) WEST-NORTHWEST FROM THE NORTHEAST END OF
 CK3081'THE BRIDGE OVER THE EXPRESSWAY,
 CK3081'1.0 METER (3.3 FT) NORTH-NORTHEAST FROM THE CURB, AND
 CK3081'1.1 METERS (3.6 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 CK3081'
 CK3081'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.48 METERS.
 CK3081
 CK3081                          STATION RECOVERY (1984)
 CK3081
 CK3081'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3081'IN NORTH CHARLESTON.
 CK3081'THE MARK IS 0.30 M ABOVE LEEDS AVENUE.
 CK3081'7.8 KILOMETERS (4.85 MILES) SOUTH ALONG STATE HIGHWAY 642 FROM THE
 CK3081'MAIN ENTRANCE ROAD LEADING TO THE CHARLESTON AIR FORCE BASE, THENCE
 CK3081'1.8 KILOMETERS (1.1 MILES) WESTERLY ALONG LEEDS AVENUE, SET NEAR THE
 CK3081'NORTHWEST CORNER OF THE OVERPASS THAT CROSSES TH MARK CLARK
 CK3081'EXPRESSWAY, 44.9 METERS (147.2 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 CK3081'CENTER OF THE OFF RAMP ON THE WEST SIDE OF THE BRIDGE OVERPASS,
 CK3081'6.8 METERS (22.3 FEET) NORTH-NORTHEAST OF THE WEST BOUND LANE OF LEEDS
 CK3081'AVENUE, 1.2 METERS (4.0 FEET) NORTHWEST OF THE NORTHWEST CORNER OF THE
 CK3081'BRIDGE OVERPASS, 1.0 METER (3.2 FEET) WEST-NORTHWEST OF THE NORTHWEST
 CK3081'WINGWALL OF THE BRIDGE OVERPASS.
 CK3081'THE MARK IS 1.10 METERS  SSW FROM A WITNESS POST.
 CK3081
 CK3081                          STATION RECOVERY (1991)
 CK3081
 CK3081'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3085 ***********************************************************************
 CK3085  DESIGNATION -  10 018
 CK3085  PID         -  CK3085
 CK3085  STATE/COUNTY-  SC/CHARLESTON
 CK3085  USGS QUAD   -  JOHNS ISLAND (1979)
 CK3085
 CK3085                         *CURRENT SURVEY CONTROL
 CK3085  ___________________________________________________________________
 CK3085* NAD 83(2001)-  32 51 56.51832(N)    080 00 46.58734(W)     ADJUSTED  
 CK3085* NAVD 88     -         7.495  (meters)      24.59   (feet)  ADJUSTED  
 CK3085  ___________________________________________________________________
 CK3085  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 CK3085  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 CK3085  DYNAMIC HT  -           7.487 (meters)      24.56  (feet)  COMP
 CK3085  MODELED GRAV-     979,549.3   (mgal)                       NAVD 88
 CK3085
 CK3085  HORZ ORDER  -  SECOND
 CK3085  VERT ORDER  -  FIRST     CLASS II
 CK3085
 CK3085.The horizontal coordinates were established by classical geodetic methods
 CK3085.and adjusted by the National Geodetic Survey in March 2004..
 CK3085
 CK3085.The orthometric height was determined by differential leveling
 CK3085.and adjusted by the National Geodetic Survey in June 1991..
 CK3085
 CK3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3085
 CK3085.The geoid height was determined by GEOID03.
 CK3085
 CK3085.The dynamic height is computed by dividing the NAVD 88
 CK3085.geopotential number by the normal gravity value computed on the
 CK3085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3085.degrees latitude (g = 980.6199 gals.).
 CK3085
 CK3085.The modeled gravity was interpolated from observed gravity values.
 CK3085
 CK3085;                    North         East     Units Scale Factor Converg.
 CK3085;SPC SC       -   114,931.235   701,971.890   MT  0.99989125   +0 32 50.0
 CK3085;SPC SC       -   377,070.98  2,303,057.38   iFT  0.99989125   +0 32 50.0
 CK3085;UTM  17      - 3,636,830.242   592,348.280   MT  0.99970515   +0 32 08.5
 CK3085
 CK3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3085!SPC SC       -   1.00000399  x   0.99989125  =   0.99989524
 CK3085!UTM  17      -   1.00000399  x   0.99970515  =   0.99970914
 CK3085
 CK3085                          SUPERSEDED SURVEY CONTROL
 CK3085
 CK3085  NAD 83(1986)-  32 51 56.52821(N)    080 00 46.59229(W) AD(       ) 2
 CK3085  NGVD 29 (03/21/89)    7.792  (m)           25.56   (f) ADJUSTED    1 2
 CK3085
 CK3085.Superseded values are not recommended for survey control.
 CK3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3085.See file dsdata.txt to determine how the superseded data were derived.
 CK3085
 CK3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9234836830(NAD 83)
 CK3085_MARKER: DH = HORIZONTAL CONTROL DISK
 CK3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3085_SP_SET: CONCRETE POST
 CK3085_STAMPING: HORZ 10 018 1982
 CK3085_MARK LOGO: SCGS  
 CK3085_PROJECTION: FLUSH
 CK3085_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3085+STABILITY: SURFACE MOTION
 CK3085
 CK3085  HISTORY     - Date     Condition        Report By
 CK3085  HISTORY     - 1983     MONUMENTED       SCGS
 CK3085  HISTORY     - 1983     GOOD             SCGS
 CK3085  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 CK3085
 CK3085                          STATION DESCRIPTION
 CK3085
 CK3085'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK3085'THE STATION IS LOCATED IN NORTH CHARLESTON, OWNERSHIP--AQUA GOLF
 CK3085'DRIVING RANGE, 3013 WEST MONTAGUE AVENUE, NORTH CHARLESTON
 CK3085'SC 29406, PHONE 803-744-0888.
 CK3085'
 CK3085'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF MONTAGUE
 CK3085'AVENUE AND INTERSTATE HIGHWAY 26, GO WESTERLY ALONG
 CK3085'WEST MONTAGUE AVENUE FOR 0.6 KM (0.4 MI) TO A SIGN FOR THE
 CK3085'AQUA GOLF DRIVING RANGE AND THE ENTRANCE DRIVE ON THE LEFT,
 CK3085'TURN LEFT AND FOLLOW THE DRIVING RANGE ROAD FOR 0.25 KM
 CK3085'(0.15 MI) TO THE STATION ON THE RIGHT IN THE NORTHEAST
 CK3085'CORNER OF THE PROPERTY.
 CK3085'
 CK3085'THE STATION IS A STANDARD SCGS DISK
 CK3085'STAMPED---HORZ 10 018 1982---,
 CK3085'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CK3085'FLUSH WITH GROUND.  IT IS LOCATED
 CK3085'54.25 METERS (178.0 FT) WEST FROM THE EDGE OF THE WATER,
 CK3085'41.91 METERS (137.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 CK3085'THE AQUA GOLF CLUB HOUSE,
 CK3085'7.0 METERS (22.96 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 CK3085'REAR ENTRANCE DRIVE TO THE INSTY PRINTS BUILDING AND 1.7 METERS
 CK3085'(5.6 FEET) EAST FROM A METAL WITNESS POST.
 CK3085'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK3085'STAMPED---HORZ 10 018 1982---,
 CK3085'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK3085'
 CK3085'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.34 METERS.
 CK3085'
 CK3085'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK3085
 CK3085                          STATION RECOVERY (1983)
 CK3085
 CK3085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3085'IN NORTH CHARLESTON.
 CK3085'0.6 KILOMETER (0.4 MILE) SOUTH ALONG MONTAGUE AVENUE FROM THE JUNCTION
 CK3085'OVERPASS OF INTERSTATE HIGHWAY 26 TO THE AQUA GOLF ENTRANCE ON THE
 CK3085'LEFT, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHEASTERLY ALONG THE
 CK3085'ENTRANCE DRIVE TO THE MAIN BUILDING, SET IN THE LAWN AT THE SOUTHWEST
 CK3085'CORNER OF THE AQUA GOLF PROPERTY, 41.7 METERS (136.8 FEET)
 CK3085'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE AQUA GOLF CLUBHOUSE,
 CK3085'23.7 METERS (78.0 FEET) WEST OF THE WATER EDGE, 13.6 METERS (44.8
 CK3085'FEET) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE PROPERTY LINE.
 CK3085'THE MARK IS 1.80 METERS  ESE FROM A WITNESS POST.
 CK3085'THE MARK IS ABOVE LEVEL WITH LAWN.
 CK3085
 CK3085                          STATION RECOVERY (1994)
 CK3085
 CK3085'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK3085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3084 ***********************************************************************
 CK3084  DESIGNATION -  10 018 AZ MK
 CK3084  PID         -  CK3084
 CK3084  STATE/COUNTY-  SC/CHARLESTON
 CK3084  USGS QUAD   -  JOHNS ISLAND (1979)
 CK3084
 CK3084                         *CURRENT SURVEY CONTROL
 CK3084  ___________________________________________________________________
 CK3084* NAD 83(2001)-  32 51 49.66919(N)    080 00 58.80578(W)     ADJUSTED  
 CK3084* NAVD 88     -         9.642  (meters)      31.63   (feet)  ADJUSTED  
 CK3084  ___________________________________________________________________
 CK3084  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 CK3084  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK3084  DYNAMIC HT  -           9.631 (meters)      31.60  (feet)  COMP
 CK3084  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 CK3084
 CK3084  HORZ ORDER  -  SECOND
 CK3084  VERT ORDER  -  FIRST     CLASS II
 CK3084
 CK3084.The horizontal coordinates were established by classical geodetic methods
 CK3084.and adjusted by the National Geodetic Survey in March 2004..
 CK3084.No horizontal observational check was made to the station.
 CK3084
 CK3084.The orthometric height was determined by differential leveling
 CK3084.and adjusted by the National Geodetic Survey in June 1991..
 CK3084
 CK3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3084
 CK3084.The geoid height was determined by GEOID03.
 CK3084
 CK3084.The dynamic height is computed by dividing the NAVD 88
 CK3084.geopotential number by the normal gravity value computed on the
 CK3084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3084.degrees latitude (g = 980.6199 gals.).
 CK3084
 CK3084.The modeled gravity was interpolated from observed gravity values.
 CK3084
 CK3084;                    North         East     Units Scale Factor Converg.
 CK3084;SPC SC       -   114,717.244   701,656.286   MT  0.99989171   +0 32 43.2
 CK3084;SPC SC       -   376,368.91  2,302,021.94   iFT  0.99989171   +0 32 43.2
 CK3084;UTM  17      - 3,636,616.355   592,032.692   MT  0.99970444   +0 32 01.7
 CK3084
 CK3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3084!SPC SC       -   1.00000365  x   0.99989171  =   0.99989536
 CK3084!UTM  17      -   1.00000365  x   0.99970444  =   0.99970809
 CK3084
 CK3084                          SUPERSEDED SURVEY CONTROL
 CK3084
 CK3084  NAD 83(1986)-  32 51 49.67906(N)    080 00 58.81074(W) AD(       ) 2
 CK3084  NGVD 29 (03/21/89)    9.938  (m)           32.60   (f) ADJUSTED    1 2
 CK3084
 CK3084.Superseded values are not recommended for survey control.
 CK3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3084.See file dsdata.txt to determine how the superseded data were derived.
 CK3084
 CK3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9203336616(NAD 83)
 CK3084_MARKER: DZ = AZIMUTH MARK DISK
 CK3084_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK3084_SP_SET: SIDEWALK
 CK3084_STAMPING: AZ MK 10 018 1982
 CK3084_MARK LOGO: SCGS  
 CK3084_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3084+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 CK3084
 CK3084  HISTORY     - Date     Condition        Report By
 CK3084  HISTORY     - 1983     MONUMENTED       SCGS
 CK3084  HISTORY     - 1983     GOOD             SCGS
 CK3084  HISTORY     - 19940820 GOOD             USPSQD
 CK3084  HISTORY     - 20051107 GOOD             FRELAN
 CK3084
 CK3084                          STATION DESCRIPTION
 CK3084
 CK3084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK3084'THE STATION IS LOCATED IN NORTH CHARLESTON ON ROAD RIGHT OF
 CK3084'WAY OF MONTAGUE AVENUE.
 CK3084'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL
 CK3084'J PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST
 CK3084'ROAD, COLUMBIA SC 29210, PHONE 803-758-6434.
 CK3084'
 CK3084'TO REACH THE STATION FROM JUNCTION OVERPASS OF MONTAGUE AVENUE
 CK3084'AND INTERSTATE HIGHWAY 26, GO WESTERLY ON WEST MONTAGUE FOR
 CK3084'1.1 KM (0.7 MI) TO THE STATION ON THE LEFT AT THE STATE FARM
 CK3084'INSURANCE OFFICE.
 CK3084'
 CK3084'THE STATION IS A STANDARD SCGS DISK
 CK3084'STAMPED---AZ MK 10 018 1982---,
 CK3084'SET IN A DRILL HOLE IN A SIDE WALK.
 CK3084'IT IS LOCATED
 CK3084'23.1 METERS (75.8 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 CK3084'STATE FARM INSURANCE BUILDING,
 CK3084'0.9 METER (2.95 FT) SOUTH FROM THE SOUTH CURB OF MONTAGUE AVENUE
 CK3084'AND 0.85 METERS (2.8 FT) NORTH FROM A POWER POLE.
 CK3084'
 CK3084'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.73 METERS.
 CK3084
 CK3084                          STATION RECOVERY (1983)
 CK3084
 CK3084'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3084'IN NORTH CHARLESTON.
 CK3084'1.1 KILOMETERS (0.7 MILE) SOUTHWESTERLY ALONG MONTAGUE AVENUE FROM THE
 CK3084'JUNCTION OVERPASS OF INTERSTATE HIGHWAY 26 TO A BEND IN THE ROAD, SET
 CK3084'ON THE SOUTH SIDE OF MONTAGUE AVENUE, JUST NORTHWEST OF THE STATE FARM
 CK3084'INSURANCE BUILDING, 23.0 METERS (75.9 FEET) NORTHWEST OF THE NORTHWEST
 CK3084'CORNER OF THE STATE FARM INSURANCE BUILDING, 0.8 METER (2.95 FEET)
 CK3084'SOUTH OF THE SOUTH CURB OF MONTAGUE AVENUE, 0.9 METER (2.8 FEET) NORTH
 CK3084'OF A POWER POLE WITH ONE GUY WIRE.
 CK3084'THE MARK IS 3.0 METERS  NE FROM A WITNESS POST.
 CK3084
 CK3084                          STATION RECOVERY (1994)
 CK3084
 CK3084'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK3084'RECOVERED IN GOOD CONDITION.
 CK3084
 CK3084                          STATION RECOVERY (2005)
 CK3084
 CK3084'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 CK3084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0570 ***********************************************************************
 CJ0570  DESIGNATION -  10 019
 CJ0570  PID         -  CJ0570
 CJ0570  STATE/COUNTY-  SC/CHARLESTON
 CJ0570  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0570
 CJ0570                         *CURRENT SURVEY CONTROL
 CJ0570  ___________________________________________________________________
 CJ0570* NAD 83(2001)-  32 49 59.71901(N)    079 49 35.46909(W)     ADJUSTED  
 CJ0570* NAVD 88     -         5.037  (meters)      16.53   (feet)  ADJUSTED  
 CJ0570  ___________________________________________________________________
 CJ0570  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 CJ0570  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 CJ0570  DYNAMIC HT  -           5.032 (meters)      16.51  (feet)  COMP
 CJ0570  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 CJ0570
 CJ0570  HORZ ORDER  -  SECOND
 CJ0570  VERT ORDER  -  FIRST     CLASS II
 CJ0570
 CJ0570.The horizontal coordinates were established by classical geodetic methods
 CJ0570.and adjusted by the National Geodetic Survey in March 2004..
 CJ0570
 CJ0570.The orthometric height was determined by differential leveling
 CJ0570.and adjusted by the National Geodetic Survey in June 1991..
 CJ0570
 CJ0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0570
 CJ0570.The geoid height was determined by GEOID03.
 CJ0570
 CJ0570.The dynamic height is computed by dividing the NAVD 88
 CJ0570.geopotential number by the normal gravity value computed on the
 CJ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0570.degrees latitude (g = 980.6199 gals.).
 CJ0570
 CJ0570.The modeled gravity was interpolated from observed gravity values.
 CJ0570
 CJ0570;                    North         East     Units Scale Factor Converg.
 CJ0570;SPC SC       -   111,516.076   719,457.944   MT  0.99989928   +0 39 02.1
 CJ0570;SPC SC       -   365,866.39  2,360,426.33   iFT  0.99989928   +0 39 02.1
 CJ0570;UTM  17      - 3,633,411.729   609,830.613   MT  0.99974874   +0 38 10.8
 CJ0570
 CJ0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0570!SPC SC       -   1.00000444  x   0.99989928  =   0.99990372
 CJ0570!UTM  17      -   1.00000444  x   0.99974874  =   0.99975318
 CJ0570
 CJ0570                          SUPERSEDED SURVEY CONTROL
 CJ0570
 CJ0570  NAD 83(1986)-  32 49 59.72772(N)    079 49 35.47230(W) AD(       ) 2
 CJ0570  NGVD 29 (03/21/89)    5.337  (m)           17.51   (f) ADJUSTED    1 2
 CJ0570
 CJ0570.Superseded values are not recommended for survey control.
 CJ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0570.See file dsdata.txt to determine how the superseded data were derived.
 CJ0570
 CJ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0983133412(NAD 83)
 CJ0570_MARKER: DH = HORIZONTAL CONTROL DISK
 CJ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0570_SP_SET: CONCRETE POST
 CJ0570_STAMPING: HORZ 10 019 1983
 CJ0570_MARK LOGO: SCGS  
 CJ0570_PROJECTION: RECESSED 4 CENTIMETERS
 CJ0570_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0570+STABILITY: SURFACE MOTION
 CJ0570
 CJ0570  HISTORY     - Date     Condition        Report By
 CJ0570  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0570  HISTORY     - 1983     GOOD             SCGS
 CJ0570  HISTORY     - 19910605 GOOD             USPSQD
 CJ0570  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CJ0570
 CJ0570                          STATION DESCRIPTION
 CJ0570
 CJ0570'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0570'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTH
 CJ0570'OF WANDO, 8.0 KM (5.0 MI) NORTH NORTHEAST OF SULLIVANS ISLAND,
 CJ0570'5.6 KM (3.5 MI) NORTHEAST OF MOUNT PLEASANT IN THE HIGHWAY MEDIAN.
 CJ0570'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CJ0570'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST ROAD,
 CJ0570'COLUMBIA SC 29219, PHONE 803-758-6434.
 CJ0570'
 CJ0570'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 CJ0570'U.S. HIGHWAYS 17 AND 701 BUSINESS ON THE NORTHEAST
 CJ0570'SIDE OF MOUNT PLEASANT, GO NORTHEASTERLY ON U.S. HIGHWAY 17
 CJ0570'FOR 2.2 KM (1.35 MI) TO 10 019 SCGS AZ MK ON THE LEFT,
 CJ0570'CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO THE STATION ON
 CJ0570'THE LEFT IN THE MEDIAN
 CJ0570'
 CJ0570'THE STATION IS A STANDARD SCGS DISK
 CJ0570'STAMPED---HORZ 10 019 1983---,
 CJ0570'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CJ0570'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0570'12.20 METERS (40.03 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY 17
 CJ0570'NORTHBOUND LANE, 6.23 METERS (20.43 FEET) SOUTHEAST FROM THE
 CJ0570'CENTER OF THE HIGHWAY 17 SOUTHBOUND LANE AND
 CJ0570'6.75 METERS (22.15 FT) WEST-NORTHWEST FROM WITNESS POST.
 CJ0570'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0570'STAMPED---HORZ 10 019 1983---,
 CJ0570'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ0570'
 CJ0570'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.37 METERS.
 CJ0570'
 CJ0570'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CJ0570
 CJ0570                          STATION RECOVERY (1983)
 CJ0570
 CJ0570'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0570'6.1 KM (3.8 MI) NE FROM MOUNT PLEASANT.
 CJ0570'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0570'(FAIRMONT AVENUE) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 3.5
 CJ0570'KILOMETERS (2.2 MILES) NORTHEASTERLY ALONG U.S. HIGHWAYS 17 AND 701
 CJ0570'BUSINESS TO ITS JUNCTION WITH U.S. HIGHWAY 17, CONTINUE NORTHEAST
 CJ0570'ALONG U.S. HIGHWAY 17 FOR 2.9 KILOMETERS (1.8 MILES), SET IN A GRASSY
 CJ0570'MEDIAN, 2.52 METERS (8.3 FEET) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF
 CJ0570'THE SOUTHBOUND LANE, 6.15 METERS (20.2 FEET) SOUTH-SOUTHEAST OF THE
 CJ0570'APPROXIMATE CENTER OF THE SOUTHBOUND LANE, 12.2 METERS (40.2 FEET)
 CJ0570'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANE,
 CJ0570'35.48 METERS (116.4 FEET) WEST-NORTHWEST OF POWER POLE NUMBER 80
 CJ0570'C-42192 WITH A TRANSFORMER AND THREE GUY WIRES.
 CJ0570'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CJ0570
 CJ0570                          STATION RECOVERY (1991)
 CJ0570
 CJ0570'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0570'RECOVERED IN GOOD CONDITION.
 CJ0570
 CJ0570                          STATION RECOVERY (1997)
 CJ0570
 CJ0570'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0569 ***********************************************************************
 CJ0569  DESIGNATION -  10 019 AZ MK
 CJ0569  PID         -  CJ0569
 CJ0569  STATE/COUNTY-  SC/CHARLESTON
 CJ0569  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0569
 CJ0569                         *CURRENT SURVEY CONTROL
 CJ0569  ___________________________________________________________________
 CJ0569* NAD 83(2001)-  32 49 48.18847(N)    079 50 00.63020(W)     ADJUSTED  
 CJ0569* NAVD 88     -         5.905  (meters)      19.37   (feet)  ADJUSTED  
 CJ0569  ___________________________________________________________________
 CJ0569  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 CJ0569  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 CJ0569  DYNAMIC HT  -           5.898 (meters)      19.35  (feet)  COMP
 CJ0569  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 CJ0569
 CJ0569  HORZ ORDER  -  SECOND
 CJ0569  VERT ORDER  -  FIRST     CLASS II
 CJ0569
 CJ0569.The horizontal coordinates were established by classical geodetic methods
 CJ0569.and adjusted by the National Geodetic Survey in March 2004..
 CJ0569.No horizontal observational check was made to the station.
 CJ0569
 CJ0569.The orthometric height was determined by differential leveling
 CJ0569.and adjusted by the National Geodetic Survey in June 1991..
 CJ0569
 CJ0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0569
 CJ0569.The geoid height was determined by GEOID03.
 CJ0569
 CJ0569.The dynamic height is computed by dividing the NAVD 88
 CJ0569.geopotential number by the normal gravity value computed on the
 CJ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0569.degrees latitude (g = 980.6199 gals.).
 CJ0569
 CJ0569.The modeled gravity was interpolated from observed gravity values.
 CJ0569
 CJ0569;                    North         East     Units Scale Factor Converg.
 CJ0569;SPC SC       -   111,153.517   718,807.672   MT  0.99990008   +0 38 48.1
 CJ0569;SPC SC       -   364,676.89  2,358,292.89   iFT  0.99990008   +0 38 48.1
 CJ0569;UTM  17      - 3,633,049.388   609,180.349   MT  0.99974698   +0 37 56.9
 CJ0569
 CJ0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0569!SPC SC       -   1.00000431  x   0.99990008  =   0.99990439
 CJ0569!UTM  17      -   1.00000431  x   0.99974698  =   0.99975129
 CJ0569
 CJ0569                          SUPERSEDED SURVEY CONTROL
 CJ0569
 CJ0569  NAD 83(1986)-  32 49 48.19733(N)    079 50 00.63352(W) AD(       ) 2
 CJ0569  NGVD 29 (03/21/89)    6.204  (m)           20.35   (f) ADJUSTED    1 2
 CJ0569
 CJ0569.Superseded values are not recommended for survey control.
 CJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0569.See file dsdata.txt to determine how the superseded data were derived.
 CJ0569
 CJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0918033049(NAD 83)
 CJ0569_MARKER: DZ = AZIMUTH MARK DISK
 CJ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0569_SP_SET: CONCRETE POST
 CJ0569_STAMPING: AZ MK 10 019 1983
 CJ0569_MARK LOGO: SCGS  
 CJ0569_PROJECTION: RECESSED 5 CENTIMETERS
 CJ0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0569+STABILITY: SURFACE MOTION
 CJ0569
 CJ0569  HISTORY     - Date     Condition        Report By
 CJ0569  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0569  HISTORY     - 1983     GOOD             SCGS
 CJ0569  HISTORY     - 19910605 GOOD             USPSQD
 CJ0569  HISTORY     - 19970621 GOOD             USPSQD
 CJ0569
 CJ0569                          STATION DESCRIPTION
 CJ0569
 CJ0569'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0569'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTH OF
 CJ0569'WANDO, 8.0 KM (5.0 MI) NORTH NORTHEAST OF SULLIVANS ISLAND AND
 CJ0569'5.6 KM (3.5 MI) NORTHEAST OF MOUNT PLEASANT ON HIGHWAY RIGHT OF WAY.
 CJ0569'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL
 CJ0569'J PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST
 CJ0569'ROAD 29210, PHONE 803-758-6434.
 CJ0569'
 CJ0569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CJ0569'17 AND U.S. HIGHWAYS 17 AND 701 BUSINESS ON THE
 CJ0569'NORTHEAST SIDE OF MOUNT PLEASANT, GO NORTHEASTERLY
 CJ0569'ON HIGHWAY 17 FOR 2.2 KM (1.35 MI) TO THE STATION ON THE
 CJ0569'LEFT.
 CJ0569'
 CJ0569'THE STATION IS A STANDARD SCGS DISK
 CJ0569'STAMPED---AZ MK 10 019 1983---,
 CJ0569'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CJ0569'RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED
 CJ0569'10.73 METERS (35.2 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A 4
 CJ0569'FOOT BY 4 FOOT BOX CULVERT,
 CJ0569'6.0 METERS (19.7 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CJ0569'OF HIGHWAY 17 SOUTHBOUND LANE, 1.73 METERS (5.7 FEET)
 CJ0569'NORTHWEST OF THE WEST END OF A CURB AND
 CJ0569'1.80 METERS (5.9 FT) SOUTH-SOUTHEAST OF WITNESS POST.
 CJ0569'
 CJ0569'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.79 METERS.
 CJ0569
 CJ0569                          STATION RECOVERY (1983)
 CJ0569
 CJ0569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0569'5.4 KM (3.35 MI) NE FROM MOUNT PLEASANT.
 CJ0569'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0569'(FAIRMONT AVENUE) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 3.5
 CJ0569'KILOMETERS (2.2 MILES) NORTHEASTERLY ALONG U.S. HIGHWAYS 17 AND 701
 CJ0569'BUSINESS TO ITS JUNCTION WITH U.S. HIGHWAY 17, CONTINUE NORTHEAST
 CJ0569'ALONG U.S. HIGHWAY 17 FOR 2.15 KILOMETERS (1.35 MILES), SET ON THE
 CJ0569'NORTHWEST SIDE OF U.S. HIGHWAY 17 SOUTHBOUND LANE AND NEAR THE END OF
 CJ0569'A CEMENT CURB, 66.9 METERS (219.4 FEET) EAST-NORTHEAST OF POWER POLE
 CJ0569'NUMBER 228941 WITH FOUR GUY WIRES, 1.8 METERS (5.9 FEET) NORTHWEST OF
 CJ0569'THE NORTHEAST END OF THE CURB, 6.1 METERS (20.0 FEET) NORTH-NORTHWEST
 CJ0569'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 17 SOUTHBOUND LANE,
 CJ0569'10.78 METERS (35.4 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CJ0569'5- BY 5-FOOT BOX CULVERT.
 CJ0569'THE MARK IS 1.90 METERS  SSE FROM A WITNESS POST.
 CJ0569'THE MARK IS 0.20 M ABOVE HIGHWAY 17.
 CJ0569
 CJ0569                          STATION RECOVERY (1991)
 CJ0569
 CJ0569'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0569'RECOVERED IN GOOD CONDITION.
 CJ0569
 CJ0569                          STATION RECOVERY (1997)
 CJ0569
 CJ0569'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3158 ***********************************************************************
 CK3158  DESIGNATION -  10 020
 CK3158  PID         -  CK3158
 CK3158  STATE/COUNTY-  SC/CHARLESTON
 CK3158  USGS QUAD   -  LADSON (1979)
 CK3158
 CK3158                         *CURRENT SURVEY CONTROL
 CK3158  ___________________________________________________________________
 CK3158* NAD 83(2001)-  32 53 03.17213(N)    080 00 11.91297(W)     ADJUSTED  
 CK3158* NAVD 88     -         6.799  (meters)      22.31   (feet)  ADJUSTED  
 CK3158  ___________________________________________________________________
 CK3158  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CK3158  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 CK3158  DYNAMIC HT  -           6.791 (meters)      22.28  (feet)  COMP
 CK3158  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 CK3158
 CK3158  HORZ ORDER  -  SECOND
 CK3158  VERT ORDER  -  FIRST     CLASS II
 CK3158
 CK3158.The horizontal coordinates were established by classical geodetic methods
 CK3158.and adjusted by the National Geodetic Survey in March 2004..
 CK3158
 CK3158.The orthometric height was determined by differential leveling
 CK3158.and adjusted by the National Geodetic Survey in June 1991..
 CK3158
 CK3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3158
 CK3158.The geoid height was determined by GEOID03.
 CK3158
 CK3158.The dynamic height is computed by dividing the NAVD 88
 CK3158.geopotential number by the normal gravity value computed on the
 CK3158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3158.degrees latitude (g = 980.6199 gals.).
 CK3158
 CK3158.The modeled gravity was interpolated from observed gravity values.
 CK3158
 CK3158;                    North         East     Units Scale Factor Converg.
 CK3158;SPC SC       -   116,992.911   702,853.431   MT  0.99988681   +0 33 09.2
 CK3158;SPC SC       -   383,835.01  2,305,949.58   iFT  0.99988681   +0 33 09.2
 CK3158;UTM  17      - 3,638,891.365   593,230.073   MT  0.99970717   +0 32 28.3
 CK3158
 CK3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3158!SPC SC       -   1.00000410  x   0.99988681  =   0.99989091
 CK3158!UTM  17      -   1.00000410  x   0.99970717  =   0.99971127
 CK3158
 CK3158                          SUPERSEDED SURVEY CONTROL
 CK3158
 CK3158  NAD 83(1986)-  32 53 03.18184(N)    080 00 11.91667(W) AD(       ) 2
 CK3158  NGVD 29 (03/21/89)    7.095  (m)           23.28   (f) ADJUSTED    1 2
 CK3158
 CK3158.Superseded values are not recommended for survey control.
 CK3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3158.See file dsdata.txt to determine how the superseded data were derived.
 CK3158
 CK3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9323038891(NAD 83)
 CK3158_MARKER: DD = SURVEY DISK
 CK3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3158_SP_SET: CONCRETE POST
 CK3158_STAMPING: HORZ 10 020 1983
 CK3158_MARK LOGO: SCGS  
 CK3158_PROJECTION: FLUSH
 CK3158_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3158+STABILITY: SURFACE MOTION
 CK3158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3158+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2004
 CK3158
 CK3158  HISTORY     - Date     Condition        Report By
 CK3158  HISTORY     - 1983     MONUMENTED       SCGS
 CK3158  HISTORY     - 1983     GOOD             SCGS
 CK3158  HISTORY     - 19910502 GOOD             SCGS
 CK3158  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 CK3158  HISTORY     - 19980825 GOOD             SCGS
 CK3158  HISTORY     - 20041221 GOOD             SUMASC
 CK3158
 CK3158                          STATION DESCRIPTION
 CK3158
 CK3158'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK3158'THE STATION IS LOCATED ABOUT 19.2 KM (12.0 MI)
 CK3158'SOUTHEAST OF LINCOLNVILLE, 12.1 KM (7.6 MI) SOUTH SOUTHEAST
 CK3158'OF GOOSE CREEK, IN NORTH CHARLESTON, SET ALONG ROAD RIGHT OF WAY.
 CK3158'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL
 CK3158'J PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON
 CK3158'FOREST ROAD COLUMBIA SC 29210, PHONE 803-758-6434.
 CK3158'
 CK3158'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CK3158'INTERSTATE HIGHWAY 26 AND MONTAGUE AVENUE IN NORTH CHARLESTON,
 CK3158'GO EASTERLY ON MONTAGUE AVENUE FOR 1.4 KM (0.9 MI) TO A
 CK3158'RAILROAD CROSSING AND 10 020 SCGS AZ MK ON THE LEFT, TURN LEFT
 CK3158'ON GAYNOR AVENUE AND GO NORTH FOR 0.5 KM (0.3 MI) TO THE STATION
 CK3158'ON THE LEFT.
 CK3158'
 CK3158'THE STATION IS A STANDARD SCGS DISK
 CK3158'STAMPED---HORZ 10 020 1983---,
 CK3158'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK3158'FLUSH WITH GROUND.  IT IS LOCATED
 CK3158'69.07 METERS (226.6 FT) NORTH FROM MILE POST 387,
 CK3158'13.37 METERS (43.87 FT) WEST FROM THE APPROXIMATE CENTER OF
 CK3158'GAYNOR AVENUE AND INTERSECTION OF ROAD RIGHT,
 CK3158'4.66 METERS (15.3 FT) EAST FROM THE EAST RAIL AND 3.7 METERS
 CK3158'(12.14 FEET) WEST FROM A TELEPHONE POLE.
 CK3158'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK3158'STAMPED---HORZ 10 020 1983---,
 CK3158'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK3158'
 CK3158'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
 CK3158'
 CK3158'NO REFERENCE WERE ESTABLISHED AT THIS TIME.
 CK3158'
 CK3158'DESCRIBED BY M. THACKRAH.
 CK3158
 CK3158                          STATION RECOVERY (1983)
 CK3158
 CK3158'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3158'IN NORTH CHARLESTON.
 CK3158'THE MARK IS 0.40 M BELOW TRACKS.
 CK3158'1.2 KILOMETERS (0.75 MILE) NORTHWEST ALONG GAYNOR AVENUE FROM THE
 CK3158'AMTRACK RAILROAD STATION IN NORTH CHARLESTON, SET NEAR A POWER POLE AT
 CK3158'THE END OF THE PAVEMENT, 14.0 METERS (46.0 FEET) WEST-SOUTHWEST OF THE
 CK3158'APPROXIMATE CENTER OF GAYNOR AVENUE, 4.7 METERS (15.5 FEET)
 CK3158'EAST-NORTHEAST OF THE EAST RAIL OF THE EASTERN MOST SET OF TRACKS,
 CK3158'3.7 METERS (12.0 FEET) WEST-SOUTHWEST OF THE POWER POLE, 69.2 METERS
 CK3158'(227.0 FEET) NORTH-NORTHWEST OF THE MILE MARKER NUMBER 387.
 CK3158'THE MARK IS 0.35 METERS  SSE FROM A WITNESS POST.
 CK3158
 CK3158                          STATION RECOVERY (1991)
 CK3158
 CK3158'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3158'RECOVERED IN GOOD CONDITION.
 CK3158
 CK3158                          STATION RECOVERY (1991)
 CK3158
 CK3158'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3158'MARK NOT FOUND.
 CK3158
 CK3158                          STATION RECOVERY (1998)
 CK3158
 CK3158'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK3158'STATION IS LOCATED 2.65 MILES (4.26 KM) NORTHWEST OF NORTH CHARLESTON,
 CK3158'8.55 MILES (13.76 KM) NORTHWEST OF CHARLESTON.  OWNERSHIP--RAILROAD
 CK3158'RIGHT OF WAY.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 CK3158'HIGHWAYS 52, 78 (RIVERS AVENUE) AND INTERSTATE 526 (MARK CLARK
 CK3158'EXPRESSWAY) , 3.4 MILES (5.5 KM) NORTHWEST OF NORTH CHARLESTON, GO
 CK3158'SOUTH SOUTHEAST ON HIGHWAYS 52 AND 78 FOR 0.8 MILE (1.3 KM) TO THE
 CK3158'JUNCTION OF MORNINGSIDE DRIVE LEFT, TURN LEFT ON MORNINGSIDE DRIVE FOR
 CK3158'0.15 MILE (0.24 KM) TO THE JUNCTION OF EAST MONTAGUE AVENUE, TURN
 CK3158'RIGHT ON EAST MONTAGUE AVENUE FOR 0.15 MILE (0.24 KM) TO THE JUNCTION
 CK3158'OF GAYNOR AVENUE LEFT, TURN LEFT ON GAYNOR AVENUE FOR 0.35 MILE (0.56
 CK3158'KM) TO THE END OF PAVEMENT AND THE STATION ON THE LEFT NEAR A POWER
 CK3158'POLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 CK3158'(0.6 M) BELOW A SET OF RAILROAD TRACKS, 12.0 FEET (3.7 M) WEST
 CK3158'SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 CK3158'15.4 FEET (4.7 M) EAST NORTHEAST OF THE EAST RAIL OF THE EAST SET OF
 CK3158'TRACKS, 43.9 FEET (13.4 M) WEST SOUTHWEST OF THE CENTER OF GAYNOR
 CK3158'AVENUE, 66.1 FEET (20.1 M) SOUTHWEST OF A CHAIN LINK FENCE CORNER POST
 CK3158'SURROUNDING A PARKING LOT, 50.4 FEET (15.4 M) WEST OF A MAN HOLE
 CK3158'COVER, 227.0 FEET (69.2 M) NORTH NORTHWEST OF RAILROAD MILE MARKER
 CK3158'NUMBER 387.  RECOVERED BY C.J.  STONE.
 CK3158
 CK3158                          STATION RECOVERY (2004)
 CK3158
 CK3158'RECOVERY NOTE BY SURVEY AND MAPPING SERVICES OF SC INC 2004 (DCS)
 CK3158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3159 ***********************************************************************
 CK3159  DESIGNATION -  10 020 AZ MK
 CK3159  PID         -  CK3159
 CK3159  STATE/COUNTY-  SC/CHARLESTON
 CK3159  USGS QUAD   -  LADSON (1979)
 CK3159
 CK3159                         *CURRENT SURVEY CONTROL
 CK3159  ___________________________________________________________________
 CK3159* NAD 83(2001)-  32 52 48.27308(N)    080 00 03.90756(W)     ADJUSTED  
 CK3159* NAVD 88     -         8.297  (meters)      27.22   (feet)  ADJUSTED  
 CK3159  ___________________________________________________________________
 CK3159  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CK3159  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 CK3159  DYNAMIC HT  -           8.288 (meters)      27.19  (feet)  COMP
 CK3159  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 CK3159
 CK3159  HORZ ORDER  -  SECOND
 CK3159  VERT ORDER  -  FIRST     CLASS II
 CK3159
 CK3159.The horizontal coordinates were established by classical geodetic methods
 CK3159.and adjusted by the National Geodetic Survey in March 2004..
 CK3159
 CK3159.The orthometric height was determined by differential leveling
 CK3159.and adjusted by the National Geodetic Survey in June 1991..
 CK3159
 CK3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3159
 CK3159.The geoid height was determined by GEOID03.
 CK3159
 CK3159.The dynamic height is computed by dividing the NAVD 88
 CK3159.geopotential number by the normal gravity value computed on the
 CK3159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3159.degrees latitude (g = 980.6199 gals.).
 CK3159
 CK3159.The modeled gravity was interpolated from observed gravity values.
 CK3159
 CK3159;                    North         East     Units Scale Factor Converg.
 CK3159;SPC SC       -   116,536.010   703,065.919   MT  0.99988779   +0 33 13.7
 CK3159;SPC SC       -   382,335.99  2,306,646.72   iFT  0.99988779   +0 33 13.7
 CK3159;UTM  17      - 3,638,434.504   593,442.431   MT  0.99970766   +0 32 32.4
 CK3159
 CK3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3159!SPC SC       -   1.00000386  x   0.99988779  =   0.99989165
 CK3159!UTM  17      -   1.00000386  x   0.99970766  =   0.99971152
 CK3159
 CK3159                          SUPERSEDED SURVEY CONTROL
 CK3159
 CK3159  NAD 83(1986)-  32 52 48.28279(N)    080 00 03.91126(W) AD(       ) 2
 CK3159  NGVD 29 (03/21/89)    8.594  (m)           28.20   (f) ADJUSTED    1 2
 CK3159
 CK3159.Superseded values are not recommended for survey control.
 CK3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3159.See file dsdata.txt to determine how the superseded data were derived.
 CK3159
 CK3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9344238435(NAD 83)
 CK3159_MARKER: DZ = AZIMUTH MARK DISK
 CK3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3159_SP_SET: CONCRETE POST
 CK3159_STAMPING: AZ MK 10 020 1983
 CK3159_MARK LOGO: SCGS  
 CK3159_PROJECTION: FLUSH
 CK3159_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3159+STABILITY: SURFACE MOTION
 CK3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3159+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1991
 CK3159
 CK3159  HISTORY     - Date     Condition        Report By
 CK3159  HISTORY     - 1983     MONUMENTED       SCGS
 CK3159  HISTORY     - 1983     GOOD             SCGS
 CK3159  HISTORY     - 19910502 GOOD             SCGS
 CK3159  HISTORY     - 19910607 GOOD             USPSQD
 CK3159
 CK3159                          STATION DESCRIPTION
 CK3159
 CK3159'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK3159'THE STATION IS LOCATED ABOUT 19.2 KM (12.0 MI) SOUTHEAST
 CK3159'OF LINCOLNVILLE, 12.1 KM (7.6 MI) SOUTH SOUTHEAST OF GOOSE
 CK3159'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL
 CK3159'J PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST ROAD,
 CK3159'COLUMBIA SC 29210, PHONE 803-758-6434.
 CK3159'
 CK3159'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE
 CK3159'HIGHWAY 26 AND MONTAGUE AVENUE IN NORTH CHARLESTON, GO
 CK3159'EASTERLY ON MONTAGUE AVENUE FOR 1.4 KM (0.9 MI) TO A
 CK3159'RAILROAD CROSSING AND THE STATION ON THE LEFT.
 CK3159'
 CK3159'THE STATION IS A STANDARD SCGS DISK
 CK3159'STAMPED---AZ MK 10 020 1983---,
 CK3159'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK3159'FLUSH WITH GROUND.  IT IS LOCATED
 CK3159'12.6 METERS (41.33 FT) NORTH FROM THE NORTH CURB OF MONTAGUE
 CK3159'AVENUE,
 CK3159'8.22 METERS (26.97 FT) WEST FROM THE APPROXIMATE CENTER OF GAYNOR
 CK3159'AVENUE,
 CK3159'5.9 METERS (19.35 FT) EAST FROM THE EAST RAIL AND 3.74 METERS
 CK3159'(12.27 FT) SOUTHWEST FROM THE RAILROAD SIGNAL BOX.
 CK3159'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK3159'STAMPED---AZ MK 10 020 1983---,
 CK3159'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK3159'
 CK3159'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.66 METERS.
 CK3159
 CK3159                          STATION RECOVERY (1983)
 CK3159
 CK3159'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3159'IN NORTH CHARLESTON.
 CK3159'THE MARK IS 0.40 M BELOW TRACKS.
 CK3159'0.6 KILOMETER (0.4 MILE) NORTHWEST ALONG GAYNOR AVENUE FROM THE
 CK3159'AMTRACK RAILROAD STATION IN NORTH CHARLESTON, SET IN THE NORTHWEST
 CK3159'ANGLE OF THE INTERSECTION OF MONTAGUE AVENUE, 12.5 METERS (41.0 FEET)
 CK3159'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANE OF MONTAGUE
 CK3159'AVENUE, 12.7 METERS (41.6 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 CK3159'CENTER OF GAYNOR AVENUE, 5.8 METERS (19.1 FEET) EAST-NORTHEAST OF THE
 CK3159'EAST RAIL OF THE EASTERN MOST SET OF RAILROAD TRACKS, 4.6 METERS (15.0
 CK3159'FEET) SOUTHEAST OF THE CENTER OF TWO STEEL DOORS TO THE SIGNAL CONTROL
 CK3159'BOX.
 CK3159
 CK3159                          STATION RECOVERY (1991)
 CK3159
 CK3159'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3159'STATION IS LOCATED IN NORTH CHARLESTON.  OWNERSHIP--SCDHPT, DIRECTOR
 CK3159'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3159'803-737-1350.
 CK3159'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 62
 CK3159'(MONTAGUE AVENUE, EXIT 213) AND INTERSTATE 26 IN THE NORTH CHARLESTON
 CK3159'AREA, GO NORTHEAST ON ROAD 62 FOR 0.9 MILE (1.4 KM) TO A RAILROAD
 CK3159'CROSSING AND THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF THE
 CK3159'CROSSING.
 CK3159'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 CK3159'BELOW THE ROAD, 26.9 FEET (8.2 M) NORTH OF THE SOUTH EDGE OF THE NORTH
 CK3159'CURB OF THE ROAD, 42.7 FEET (13.0 M) WEST SOUTHWEST OF THE CENTER OF
 CK3159'GAYNOR AVENUE, 19.3 FEET (5.9 M) EAST NORTHEAST OF THE EAST RAIL OF
 CK3159'THE EASTERN MOST SET OF TRACKS, 16.4 FEET (5.0 M) NORTHWEST OF A
 CK3159'POWER POLE J2S, 12.3 FEET (3.7 M) SOUTHEAST OF THE SOUTHEAST CORNER
 CK3159'OF A SIGNAL CONTROL BOX, 66.3 WEST OF A FIRE HYDRANT IN THE NORTHEAST
 CK3159'ANGLE OF GAYNOR AND THE ROAD.
 CK3159'RECOVERED BY J.R. WERNER.
 CK3159
 CK3159                          STATION RECOVERY (1991)
 CK3159
 CK3159'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3094 ***********************************************************************
 CK3094  DESIGNATION -  10 021
 CK3094  PID         -  CK3094
 CK3094  STATE/COUNTY-  SC/CHARLESTON
 CK3094  USGS QUAD   -  LADSON (1979)
 CK3094
 CK3094                         *CURRENT SURVEY CONTROL
 CK3094  ___________________________________________________________________
 CK3094* NAD 83(2001)-  32 53 38.29508(N)    080 03 03.77742(W)     ADJUSTED  
 CK3094* NAVD 88     -        11.509  (meters)      37.76   (feet)  ADJUSTED  
 CK3094  ___________________________________________________________________
 CK3094  X           -     926,198.011 (meters)                     COMP
 CK3094  Y           -  -5,280,236.138 (meters)                     COMP
 CK3094  Z           -   3,444,079.238 (meters)                     COMP
 CK3094  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 CK3094  ELLIP HEIGHT-         -21.27  (meters)          (10/16/03) GPS OBS
 CK3094  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 CK3094  DYNAMIC HT  -          11.496 (meters)      37.72  (feet)  COMP
 CK3094  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 CK3094
 CK3094  HORZ ORDER  -  FIRST
 CK3094  VERT ORDER  -  FIRST     CLASS II
 CK3094  ELLP ORDER  -  FOURTH    CLASS II
 CK3094
 CK3094.This mark is at Charleston Afb-Int'l Airport (CHS)
 CK3094
 CK3094.The horizontal coordinates were established by GPS observations
 CK3094.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 CK3094
 CK3094.The orthometric height was determined by differential leveling
 CK3094.and adjusted by the National Geodetic Survey in June 1991..
 CK3094
 CK3094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3094
 CK3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3094
 CK3094.The ellipsoidal height was determined by GPS observations
 CK3094.and is referenced to NAD 83.
 CK3094
 CK3094.The geoid height was determined by GEOID03.
 CK3094
 CK3094.The dynamic height is computed by dividing the NAVD 88
 CK3094.geopotential number by the normal gravity value computed on the
 CK3094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3094.degrees latitude (g = 980.6199 gals.).
 CK3094
 CK3094.The modeled gravity was interpolated from observed gravity values.
 CK3094
 CK3094;                    North         East     Units Scale Factor Converg.
 CK3094;SPC SC       -   118,032.702   698,376.914   MT  0.99988451   +0 31 34.0
 CK3094;SPC SC       -   387,246.40  2,291,262.84   iFT  0.99988451   +0 31 34.0
 CK3094;UTM  17      - 3,639,931.828   588,754.578   MT  0.99969713   +0 30 55.4
 CK3094
 CK3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3094!SPC SC       -   1.00000334  x   0.99988451  =   0.99988785
 CK3094!UTM  17      -   1.00000334  x   0.99969713  =   0.99970047
 CK3094
 CK3094                          SUPERSEDED SURVEY CONTROL
 CK3094
 CK3094  NAD 83(2001)-  32 53 38.29438(N)    080 03 03.77706(W) AD(       ) 1
 CK3094  NAD 83(1986)-  32 53 38.30432(N)    080 03 03.78124(W) AD(       ) 2
 CK3094  NAVD 88 (10/16/03)   11.51   (m)           37.8    (f) LEVELING    3  
 CK3094  NGVD 29 (03/21/89)   11.803  (m)           38.72   (f) ADJUSTED    1 2
 CK3094
 CK3094.Superseded values are not recommended for survey control.
 CK3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3094.See file dsdata.txt to determine how the superseded data were derived.
 CK3094
 CK3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8875539932(NAD 83)
 CK3094_MARKER: DD = SURVEY DISK
 CK3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3094_SP_SET: CONCRETE POST
 CK3094_STAMPING: HORZ 10 021 1983
 CK3094_MARK LOGO: SCGS  
 CK3094_PROJECTION: FLUSH
 CK3094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3094+STABILITY: SURFACE MOTION
 CK3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3094+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 CK3094
 CK3094  HISTORY     - Date     Condition        Report By
 CK3094  HISTORY     - 1983     MONUMENTED       SCGS
 CK3094  HISTORY     - 1984     GOOD             SCGS
 CK3094  HISTORY     - 19910430 GOOD             SCGS
 CK3094  HISTORY     - 20020826 GOOD             SCGS
 CK3094  HISTORY     - 20040105 GOOD             SCGS
 CK3094
 CK3094                          STATION DESCRIPTION
 CK3094
 CK3094'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK3094'THE STATION IS LOCATED AT THE SOUTHERN END OF THE
 CK3094'CHARLESTON AIR FORCE BASE IN NORTH CHARLESTON.
 CK3094'OWNERSHIP--BASE COMMANDER, CHARLESTON AIR FORCE BASE,
 CK3094'NORTH CHARLESTON SC 29406, PHONE 803-554-0230.
 CK3094'
 CK3094'TO REACH THE STATION FROM THE DORCHESTER ROAD VISITORS
 CK3094'ENTRANCE GATE AND GUARD HOUSE, GO EASTERLY ALONG THE ENTRANCE
 CK3094'ROAD FOR 1.6 KM (1.0 MI) TO A THREE FORK JUNCTION, BEAR RIGHT AND
 CK3094'FOLLOW GRAVES AVENUE FOR 0.35 KM (0.25 MI) TO THE JUNCTION
 CK3094'OF MCCAW STREET AND A GAS STATION ON THE RIGHT, FOLLOW
 CK3094'GRAVES AVENUE IN A SOUTHERLY DIRECTION FOR 0.4 KM (0.2 MI) TO
 CK3094'THE STATION ON THE LEFT.
 CK3094'
 CK3094'THE STATION IS A STANDARD SCGS DISK
 CK3094'STAMPED---HORZ 10 021 1983---,
 CK3094'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CK3094'FLUSH WITH GROUND.  IT IS LOCATED
 CK3094'46.7 METERS (153.3 FT) NORTHEAST FROM THE 437TH TRANSPORTATION
 CK3094'SQUADRON DORM,
 CK3094'10.7 METERS (35.1 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 CK3094'OF THE NORTH BOUND LANE OF GRAVES AVENUE,
 CK3094'8.2 METERS (26.9 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CK3094'OF A SIDEWALK LEADING EAST,
 CK3094'3.0 METERS (9.85 FT) WEST FROM A METAL WITNESS POST AND 2.7
 CK3094'METERS (8.85 FT) EAST NORTHEAST FROM A POWER POLE NUMBER 37 WITH
 CK3094'A GUY WIRE.
 CK3094'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK3094'STAMPED---HORZ 10 021 1983---,
 CK3094'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK3094'
 CK3094'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.51 METERS.
 CK3094'
 CK3094'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK3094
 CK3094                          STATION RECOVERY (1984)
 CK3094
 CK3094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3094'IN NORTH CHARLESTON.
 CK3094'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK3094'0.7 KILOMETER (0.45 MILE) SOUTH ALONG GRAVES AVENUE FROM THE POST
 CK3094'OFFICE ON THE CHARLESTON AIR FORCE BASE TOWARDS THE AIR CORP TENNIS
 CK3094'AREA, SET ON THE NORTHEAST SIDE OF GRAVES AVENUE, 16.4 METERS (54.0
 CK3094'FEET) WEST-NORTHWEST OF THE WEST CORNER OF A TENNIS COURT FENCE,
 CK3094'8.2 METERS (27.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A
 CK3094'SIDEWALK RUNNING EAST-NORTHEAST AND WEST-SOUTHWEST, 2.8 METERS (9.5
 CK3094'FEET) NORTHEAST OF THE APPROXIMATE CENTER OF A POWER POLE AND A
 CK3094'UTILITY POLE WITH ONE GUY WIRE.
 CK3094'THE MARK IS 3.00 METERS  S FROM A WITNESS POST.
 CK3094
 CK3094                          STATION RECOVERY (1991)
 CK3094
 CK3094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3094'STATION IS LOCATED AT THE CHARLESTON AIR FORCE BASE.
 CK3094'OWNERSHIP--CHARLESTON AIR FORCE BASE, BASE COMMANDER, NORTH
 CK3094'CHARLESTON, SC 29406, PHONE 803-554-0230.
 CK3094'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526
 CK3094'(MARK CLARK EXPRESSWAY) AND STATE HIGHWAY 642 (DORCHESTER ROAD), 2.9
 CK3094'MILES (4.7 KM) SOUTHWEST OF NORTH CHARLESTON, GO WEST ON HIGHWAY 642
 CK3094'FOR 4.25 MILES (6.84 KM) TO THE ENTRANCE TO THE CHARLESTON U.S. AIR
 CK3094'FORCE BASE, TURN RIGHT FOR 0.05 MILE (0.08 KM) TO A GUARD HOUSE,
 CK3094'CONTINUE ON THE MAIN ROAD FOR 1.0 MILE (1.6 KM) TO THE Y-JUNCTION OF
 CK3094'GRAVES AVENUE, BEAR RIGHT ON GRAVES AVENUE FOR 0.35 MILE (0.56 KM) TO
 CK3094'A DORMATORY BUILDING RIGHT AND THE STATION ON THE LEFT NEAR SOME
 CK3094'TENNIS COURTS.
 CK3094'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3094'ROAD, 24.7 FEET (7.5 M) NORTH NORTHWEST OF THE NORTHWEST EDGE OF A
 CK3094'CONCRETE SIDEWALK LEADING NORTHEAST, 8.4 FEET (2.6 M) EAST OF A POWER
 CK3094'POLE A35/C WITH GUY WIRE, 22.5 FEET (6.9 M) EAST NORTHEAST OF THE
 CK3094'NORTHEAST EDGE OF GRAVES AVENUE, 151.4 FEET (46.1 M) NORTHEAST OF THE
 CK3094'NORTHEAST CORNER OF DORMATORY BUILDING NUMBER 234, 9.8 FEET (3.0 M)
 CK3094'SOUTH SOUTHWEST OF A WITNESS POST.
 CK3094'NOTE-STATION IS NOT INTERVISIBLE WITH STATION 10 021 AZ MK AT THIS
 CK3094'TIME, TEMPORARY STORAGE PALLETS ON LINE.
 CK3094'RECOVERED BY T. HALL.
 CK3094
 CK3094                          STATION RECOVERY (2002)
 CK3094
 CK3094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3094'STATION IS LOCATED 5.2 MILES WEST NORTHWEST OF NORTH CHARLESTON, 10.8
 CK3094'MILES
 CK3094'NORTHWEST OF CHARLESTON. OWNERSHIP--CHARLESTON AIR FORCE BASE,
 CK3094'SERGEANT HIGH, CIVIL
 CK3094'ENGINEERING, PHONE 843-963-6359.
 CK3094'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526
 CK3094'(MARK CLARK
 CK3094'EXPRESSWAY) AND STATE HIGHWAY 642 (DORCHESTER ROAD), 2.7 MILES WEST OF
 CK3094'NORTH
 CK3094'CHARLESTON, GO WEST NORTHWEST ON HIGHWAY 642 FOR 4.25 MILES TO THE
 CK3094'ENTRANCE RIGHT
 CK3094'TO THE CHARLESTON AIR FORCE BASE, TURN RIGHT ON THE ENTRANCE DRIVE
 CK3094'(HILL BOULEVARD)
 CK3094'FOR 0.05 MILE TO THE GUARD GATE, AFTER GAINING PERMISSION, CONTINUE ON
 CK3094'HILL BOULEVARD
 CK3094'FOR 0.95 MILE TO A 4-WAY STOP JUNCTION OF GRAVES AVENUE, TURN RIGHT ON
 CK3094'GRAVES AVENUE
 CK3094'FOR 0.3 MILE TO THE STATION ON THE LEFT NEAR SOME TENNIS COURTS.
 CK3094'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3094'ROAD, 55.6 FEET
 CK3094'NORTHWEST OF THE WEST CORNER POST OF THE TENNIS COURTS, 8.4 FEET EAST
 CK3094'OF A POWER
 CK3094'POLE A35/C WITH A TRANSFORMER AND GUY WIRE, 22.5 FEET EAST NORTHEAST
 CK3094'OF THE EAST
 CK3094'EDGE OF THE CONCRETE PAVEMENT OF GRAVES AVENUE, 24.8 FEET NORTH
 CK3094'NORTHWEST OF THE
 CK3094'NORTH EDGE OF A CONCRETE SIDEWALK LEADING EAST, 9.8 FEET SOUTH
 CK3094'SOUTHWEST OF A
 CK3094'WITNESS POST.
 CK3094'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 10 021 AZ MK.
 CK3094'RECOVERED BY T. HALL.
 CK3094
 CK3094                          STATION RECOVERY (2004)
 CK3094
 CK3094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK3094'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3095 ***********************************************************************
 CK3095  DESIGNATION -  10 021 AZ MK
 CK3095  PID         -  CK3095
 CK3095  STATE/COUNTY-  SC/CHARLESTON
 CK3095  USGS QUAD   -  LADSON (1979)
 CK3095
 CK3095                         *CURRENT SURVEY CONTROL
 CK3095  ___________________________________________________________________
 CK3095* NAD 83(2001)-  32 53 21.76284(N)    080 02 54.41720(W)     ADJUSTED  
 CK3095* NAVD 88     -         8.971  (meters)      29.43   (feet)  ADJUSTED  
 CK3095  ___________________________________________________________________
 CK3095  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 CK3095  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 CK3095  DYNAMIC HT  -           8.961 (meters)      29.40  (feet)  COMP
 CK3095  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 CK3095
 CK3095  HORZ ORDER  -  SECOND
 CK3095  VERT ORDER  -  FIRST     CLASS II
 CK3095
 CK3095.This mark is at Charleston Afb-Int'l Airport (CHS)
 CK3095
 CK3095.The horizontal coordinates were established by classical geodetic methods
 CK3095.and adjusted by the National Geodetic Survey in March 2004..
 CK3095
 CK3095.The orthometric height was determined by differential leveling
 CK3095.and adjusted by the National Geodetic Survey in June 1991..
 CK3095
 CK3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3095
 CK3095.The geoid height was determined by GEOID03.
 CK3095
 CK3095.The dynamic height is computed by dividing the NAVD 88
 CK3095.geopotential number by the normal gravity value computed on the
 CK3095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3095.degrees latitude (g = 980.6199 gals.).
 CK3095
 CK3095.The modeled gravity was interpolated from observed gravity values.
 CK3095
 CK3095;                    North         East     Units Scale Factor Converg.
 CK3095;SPC SC       -   117,525.723   698,624.839   MT  0.99988559   +0 31 39.1
 CK3095;SPC SC       -   385,583.08  2,292,076.24   iFT  0.99988559   +0 31 39.1
 CK3095;UTM  17      - 3,639,424.897   589,002.361   MT  0.99969767   +0 31 00.3
 CK3095
 CK3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3095!SPC SC       -   1.00000374  x   0.99988559  =   0.99988933
 CK3095!UTM  17      -   1.00000374  x   0.99969767  =   0.99970141
 CK3095
 CK3095                          SUPERSEDED SURVEY CONTROL
 CK3095
 CK3095  NAD 83(1986)-  32 53 21.77261(N)    080 02 54.42134(W) AD(       ) 2
 CK3095  NGVD 29 (03/21/89)    9.265  (m)           30.40   (f) ADJUSTED    1 2
 CK3095
 CK3095.Superseded values are not recommended for survey control.
 CK3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3095.See file dsdata.txt to determine how the superseded data were derived.
 CK3095
 CK3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8900239425(NAD 83)
 CK3095_MARKER: DD = SURVEY DISK
 CK3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3095_SP_SET: CONCRETE POST
 CK3095_STAMPING: AZ MK 10 021 1983
 CK3095_MARK LOGO: SCGS  
 CK3095_PROJECTION: RECESSED 5 CENTIMETERS
 CK3095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3095+STABILITY: SURFACE MOTION
 CK3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3095+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 CK3095
 CK3095  HISTORY     - Date     Condition        Report By
 CK3095  HISTORY     - 1983     MONUMENTED       SCGS
 CK3095  HISTORY     - 1984     GOOD             SCGS
 CK3095  HISTORY     - 19910430 GOOD             SCGS
 CK3095  HISTORY     - 19960328 GOOD             SCGS
 CK3095  HISTORY     - 20020826 GOOD             SCGS
 CK3095
 CK3095                          STATION DESCRIPTION
 CK3095
 CK3095'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK3095'THE STATION IS LOCATED AT THE SOUTHERN END OF THE
 CK3095'CHARLESTON AIR FORCE BASE IN NORTH CHARLESTON.
 CK3095'OWNERSHIP--BASE COMMANDER, CHARLESTON AIR FORCE BASE,
 CK3095'NORTH CHARLESTON SC 29406, PHONE 803-554-0230.
 CK3095'
 CK3095'TO REACH THE STATION FROM THE DORCHESTER ROAD VISITORS ENTRANCE
 CK3095'GATE AND GUARD HOUSE, GO EASTERLY ALONG THE ENTRANCE ROAD
 CK3095'FOR 1.6 KM (1.0 MI) TO A THREE FORK JUNCTION, BEAR RIGHT AND
 CK3095'FOLLOW GRAVES AVENUE FOR 0.8 KM (0.5 MI) TO 10 021 SCGS
 CK3095'ON THE LEFT, CONTINUE AHEAD FOR 0.5 KM (0.3 MI) TO THE STATION
 CK3095'ON THE RIGHT.
 CK3095'
 CK3095'THE STATION IS A STANDARD SCGS DISK
 CK3095'STAMPED---AZ MK 10 021 1983---,
 CK3095'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CK3095'FLUSH WITH GROUND.  IT IS LOCATED
 CK3095'30.05 METERS (100 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 CK3095'4631 MANTINANCE STORAGE AREA,
 CK3095'12.2 METERS (40 FT) WEST FROM FROM THE APPROXIMATE CENTER OF
 CK3095'GRAVES AVENUE,
 CK3095'4.88 METERS (16 FT) EAST FROM THE APPROXIMATE CENTER OF A DIRT
 CK3095'ROAD AND
 CK3095'0.67 METER (2.2 FT) SOUTH FROM A METAL WITNESS POST.
 CK3095'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK3095'STAMPED---AZ MK 10 021 1983---,
 CK3095'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK3095'
 CK3095'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.77 METERS.
 CK3095
 CK3095                          STATION RECOVERY (1984)
 CK3095
 CK3095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3095'IN NORTH CHARLESTON.
 CK3095'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 CK3095'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG GRAVES AVENUE FROM THE POST
 CK3095'OFFICE ON THE CHARLESTON AIR FORCE BASE TO THE END OF GRAVES AVENUE,
 CK3095'THE BEGINNING OF THE ENTRANCE ROAD TO THE SOUTHWEST RUNWAY, SET IN THE
 CK3095'VEE OF A RESTRICTED ROAD AND A GRAVEL ROAD, 4.7 METERS (15.5 FEET)
 CK3095'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD THAT RUNS
 CK3095'PARALLEL WITH THE ENTRANCE ROAD, 30.1 METERS (98.8 FEET)
 CK3095'EAST-NORTHEAST OF THE EAST FENCE CORNER OF THE 4631 MAINTENANCE
 CK3095'STORAGE AREA, 13.7 METERS (45.0 FEET) WEST-SOUTHWEST OF THE
 CK3095'APPROXIMATE CENTER OF THE RESTRICTED ROAD LEADING TO THE SOUTHWEST
 CK3095'RUNWAY.
 CK3095'THE MARK IS 0.7 METERS  SSE FROM A WITNESS POST.
 CK3095
 CK3095                          STATION RECOVERY (1991)
 CK3095
 CK3095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3095'STATION IS LOCATED AT THE CHARLESTON AIR FORCE BASE.
 CK3095'OWNERSHIP--CHARLESTON AIR FORCE BASE, BASE COMMANDER, NORTH
 CK3095'CHARLESTON, SC 29406, PHONE 803-554-0230.
 CK3095'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526
 CK3095'(MARK CLARK EXPRESSWAY) AND STATE HIGHWAY 642 (DORCHESTER ROAD), 2.9
 CK3095'MILES (4.7 KM) SOUTHWEST OF NORTH CHARLESTON, GO WEST ON HIGHWAY 642
 CK3095'FOR 4.25 MILES (6.84 KM) TO THE ENTRANCE TO THE CHARLESTON U.S. AIR
 CK3095'FORCE BASE, TURN RIGHT FOR 0.05 MILE (0.08 KM) TO A GUARD HOUSE,
 CK3095'CONTINUE ON THE MAIN ROAD FOR 1.0 MILE (1.6 KM) TO THE Y-JUNCTION OF
 CK3095'GRAVES AVENUE, BEAR RIGHT ON GRAVES AVENUE FOR 0.7 MILE (1.1 KM) TO A
 CK3095'CHAIN LINK FENCE AND GATE, CONTINUE 0.1 MILE (0.2 KM) TO THE STATION
 CK3095'ON THE RIGHT IN A GRASSY VEE FORMED BY NEW ASPHALT ON LANE ROAD
 CK3095'BRANCHING RIGHT.
 CK3095'STATION IS A CONCRETE POST RECESSED 2-INCHES AND LEVEL WITH GRAVES
 CK3095'AVENUE, 16.2 FEET (4.9 M) EAST OF THE CENTER OF THE ASPHALT BRANCH
 CK3095'LANE, 80.8 FEET (24.6 M) NORTH NORTHWEST OF THE METAL POST OF A SIGN
 CK3095'AUTHORIZED VEHICLES ONLY ALLOWED BEYOND THIS POINT, 45.7 FEET
 CK3095'(13.9 M) WEST SOUTHWEST OF THE CENTER OF GRAVES AVENUE, 1.6 FEET
 CK3095'(0.5 M) SOUTH SOUTHEAST OF A WITNESS POST.
 CK3095'NOTE-STATION IS INTERVISIBLE WITH TRIANGULATION STATION AIRPORT.
 CK3095'RECOVERED BY T. HALL.
 CK3095
 CK3095                          STATION RECOVERY (1996)
 CK3095
 CK3095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK3095'STATION IS LOCATED 10.35 MILES (16.66 KM) NORTHWEST OF CHARLESTON,
 CK3095'6.35 MILES (10.22 KM) SOUTH SOUTHWEST OF GOOSE CREEK.
 CK3095'OWNERSHIP--CHARLESTON AIR FORCE BASE/INTERNATIONAL AIRPORT, 5500
 CK3095'INTERNATIONAL BOULEVARD NUMBER 101, CHARLESTON, SC 29418-6911,
 CK3095'CONTACT-BOB HAMMOND, CIVILIAN AIR FORCE COMMANDER, BASE OPERATIONS,
 CK3095'PHONE 803-566-3024.  TO REACH THE STATION FROM THE JUNCTION OVERPASS
 CK3095'OF INTERSTATE 526 (MARK CLARK EXPRESSWAY) AND STATE HIGHWAY 642
 CK3095'(DORCHESTER ROAD) , 2.9 MILES (4.7 KM) SOUTHWEST OF NORTH CHARLESTON,
 CK3095'GO WEST ON HIGHWAY 642 FOR 4.25 MILES (6.84 KM) TO THE ENTRANCE TO THE
 CK3095'CHARLESTON AIR FORCE BASE (HILL BOULEVARD) , TURN RIGHT ON HILL
 CK3095'BOULEVARD FOR 0.95 MILE (1.53 KM) TO THE JUNCTION OF A PAVED ROAD
 CK3095'(DAVIS DRIVE) , TURN RIGHT ON DAVIS DRIVE FOR 0.65 MILE (1.05 KM) TO
 CK3095'THE JUNCTION OF A CONCRETE ROAD (GRAVES AVENUE) , TURN RIGHT ON GRAVES
 CK3095'ROAD FOR 0.05 MILE (0.08 KM) TO A CHAIN LINK GATE, PASS THROUGH GATE
 CK3095'ON GRAVES AVENUE (NOW TAXIWAY) FOR 0.15 MILE (0.24 KM) TO THE STATION
 CK3095'ON THE RIGHT IN THE SOUTH ANGLE OF A PAVED CIRCULAR DRIVE.  STATION IS
 CK3095'A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH GRAVES
 CK3095'AVENUE, 58.5 FEET (17.8 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF
 CK3095'A METAL STORAGE BUILDING NUMBER 184, 17.3 FEET (5.3 M) EAST OF THE
 CK3095'CENTER OF THE PAVED ROAD, 45.8 FEET (14.0 M) WEST SOUTHWEST OF THE
 CK3095'CENTER OF GRAVES AVENUE (TAXI) , 56.5 FEET (17.2 M) NORTH OF SURVEY
 CK3095'STATION BM 18.  RECOVERED BY R.W.  ROBERTS.
 CK3095
 CK3095                          STATION RECOVERY (2002)
 CK3095
 CK3095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3095'STATION IS LOCATED 4.9 MILES WEST NORTHWEST OF NORTH CHARLESTON, 10.45
 CK3095'MILES
 CK3095'NORTHWEST OF CHARLESTON. OWNERSHIP--CHARLESTON AIR FORCE BASE,
 CK3095'SERGEANT HIGH, CIVIL
 CK3095'ENGINEERING, PHONE 843-963-6359.
 CK3095'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526
 CK3095'(MARK CLARK
 CK3095'EXPRESSWAY) AND STATE HIGHWAY 642 (DORCHESTER ROAD), 2.7 MILES WEST OF
 CK3095'NORTH
 CK3095'CHARLESTON, GO WEST NORTHWEST ON HIGHWAY 642 FOR 4.25 MILES TO THE
 CK3095'ENTRANCE RIGHT
 CK3095'TO THE CHARLESTON AIR FORCE BASE, TURN RIGHT ON THE ENTRANCE DRIVE
 CK3095'(HILL BOULEVARD)
 CK3095'FOR 0.05 MILE TO THE GUARD GATE, AFTER GAINING PERMISSION, CONTINUE ON
 CK3095'HILL BOULEVARD
 CK3095'FOR 0.95 MILE TO A 4-WAY STOP JUNCTION OF GRAVES AVENUE, TURN RIGHT ON
 CK3095'GRAVES
 CK3095'AVENUE FOR 0.5 MILE TO A GATE TO A RUNWAY, CONTINUE THROUGH GATE FOR
 CK3095'0.15 MILE TO
 CK3095'THE STATION ON THE RIGHT IN THE SOUTH ANGLE OF A SMALL PAVED
 CK3095'SEMI-CIRCULAR DRIVE
 CK3095'NEAR THE SOUTHEAST CORNER OF A METAL BUILDING NUMBER 184.
 CK3095'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD,
 CK3095'85.2 FEET
 CK3095'SOUTHEAST OF THE SOUTHEAST CORNER OF THE LARGE METAL BUILDING NUMBER
 CK3095'184, 16.5
 CK3095'FEET EAST OF THE CENTER OF THE SMALL PAVED CIRCULAR DRIVE, 38.5 FEET
 CK3095'WEST
 CK3095'SOUTHWEST OF THE CENTER OF GRAVES AVENUE.
 CK3095'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 10 021.
 CK3095'RECOVERED BY T. HALL.
 CK3095' 
 CK3095' 
 CK3095' 
 CK3095' 
 CK3095'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3150 ***********************************************************************
 CK3150  DESIGNATION -  10 022
 CK3150  PID         -  CK3150
 CK3150  STATE/COUNTY-  SC/CHARLESTON
 CK3150  USGS QUAD   -  LADSON (1979)
 CK3150
 CK3150                         *CURRENT SURVEY CONTROL
 CK3150  ___________________________________________________________________
 CK3150* NAD 83(2001)-  32 56 58.94411(N)    080 02 31.43910(W)     ADJUSTED  
 CK3150* NAVD 88     -        11.950  (meters)      39.21   (feet)  ADJUSTED  
 CK3150  ___________________________________________________________________
 CK3150  X           -     926,444.962 (meters)                     COMP
 CK3150  Y           -  -5,276,782.352 (meters)                     COMP
 CK3150  Z           -   3,449,268.096 (meters)                     COMP
 CK3150  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 CK3150  ELLIP HEIGHT-         -20.84  (meters)          (10/01/04) GPS OBS
 CK3150  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK3150  DYNAMIC HT  -          11.937 (meters)      39.16  (feet)  COMP
 CK3150  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 CK3150
 CK3150  HORZ ORDER  -  FIRST
 CK3150  VERT ORDER  -  FIRST     CLASS II
 CK3150  ELLP ORDER  -  FOURTH    CLASS I
 CK3150
 CK3150.The horizontal coordinates were established by GPS observations
 CK3150.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 CK3150
 CK3150.The orthometric height was determined by differential leveling
 CK3150.and adjusted by the National Geodetic Survey in June 1991..
 CK3150
 CK3150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3150
 CK3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3150
 CK3150.The ellipsoidal height was determined by GPS observations
 CK3150.and is referenced to NAD 83.
 CK3150
 CK3150.The geoid height was determined by GEOID03.
 CK3150
 CK3150.The dynamic height is computed by dividing the NAVD 88
 CK3150.geopotential number by the normal gravity value computed on the
 CK3150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3150.degrees latitude (g = 980.6199 gals.).
 CK3150
 CK3150.The modeled gravity was interpolated from observed gravity values.
 CK3150
 CK3150;                    North         East     Units Scale Factor Converg.
 CK3150;SPC SC       -   124,220.712   699,159.975   MT  0.99987194   +0 31 51.9
 CK3150;SPC SC       -   407,548.27  2,293,831.94   iFT  0.99987194   +0 31 51.9
 CK3150;UTM  17      - 3,646,118.581   589,538.617   MT  0.99969885   +0 31 15.8
 CK3150
 CK3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3150!SPC SC       -   1.00000327  x   0.99987194  =   0.99987521
 CK3150!UTM  17      -   1.00000327  x   0.99969885  =   0.99970212
 CK3150
 CK3150                          SUPERSEDED SURVEY CONTROL
 CK3150
 CK3150  NAD 83(2001)-  32 56 58.94434(N)    080 02 31.43988(W) AD(       ) 1
 CK3150  ELLIP H (03/13/03)  -20.84   (m)                       GP(       ) 4 2
 CK3150  NAD 83(1995)-  32 56 58.94448(N)    080 02 31.44039(W) AD(       ) 1
 CK3150  ELLIP H (12/20/99)  -20.83   (m)                       GP(       ) 4 1
 CK3150  NAD 83(1986)-  32 56 58.95403(N)    080 02 31.44401(W) AD(       ) 1
 CK3150  NAD 83(1986)-  32 56 58.95403(N)    080 02 31.44401(W) AD(       ) 2
 CK3150  NAVD 88 (05/01/96)   11.95   (m)           39.2    (f) LEVELING    3  
 CK3150  NGVD 29 (03/21/89)   12.247  (m)           40.18   (f) ADJUSTED    1 2
 CK3150
 CK3150.Superseded values are not recommended for survey control.
 CK3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3150.See file dsdata.txt to determine how the superseded data were derived.
 CK3150
 CK3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8953946119(NAD 83)
 CK3150_MARKER: DD = SURVEY DISK
 CK3150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3150_SP_SET: CONCRETE POST
 CK3150_STAMPING: HORZ 10 022 1983
 CK3150_MARK LOGO: SCGS  
 CK3150_PROJECTION: RECESSED 5 CENTIMETERS
 CK3150_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3150+STABILITY: SURFACE MOTION
 CK3150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3150+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 CK3150
 CK3150  HISTORY     - Date     Condition        Report By
 CK3150  HISTORY     - 1983     MONUMENTED       SCGS
 CK3150  HISTORY     - 1983     GOOD             SCGS
 CK3150  HISTORY     - 19910227 GOOD             SCGS
 CK3150  HISTORY     - 19910607 GOOD             USPSQD
 CK3150  HISTORY     - 19950301 GOOD             SCGS
 CK3150  HISTORY     - 20040107 GOOD             SCGS
 CK3150
 CK3150                          STATION DESCRIPTION
 CK3150
 CK3150'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK3150'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) SOUTHEAST
 CK3150'OF LADSON, 6.0 KM (3.7 MI) NORTH OF CHARLESTON
 CK3150'INTERNATIONAL AIRPORT AND 4.8 KM (3.0 MI) SOUTH OF GOOSE CREEK,
 CK3150'SET ALONG ROAD RIGHT OF WAY.
 CK3150'OWNERSHIP--SC DEPT OF HIGHWAYS
 CK3150'AND PUBLIC TRANSP, FERRELL PROSSER, DIRECTOR SC GEODETIC SURVEY,
 CK3150'HARBISON FOREST ROAD, COLUMBIA SC 29210, PHONE 803-758-6434.
 CK3150'
 CK3150'TO REACH THE STATION FROM THE THE OVERPASS JUNCTION
 CK3150'OF ASHLEY PHOSPHATE ROAD AND INTERSTATE HIGHWAY 26, GO
 CK3150'NORTHERLY ON INTERSTATE HIGHWAY 26 FOR 0.8 KM (0.5 MI)
 CK3150'TO EXIT 208 FOR GOOSE CREEK AND MONKS CORNER, U.S.
 CK3150'HIGHWAY 52, BEAR RIGHT ON HIGHWAY 52 FOR
 CK3150'1.45 KM (0.95 MI) TO AN OVERPASS BRIDGE AND THE STATION
 CK3150'ABOUT 77 METERS (255 FEET) NORTH OF THE NORTH END OF THE OVERPASS.
 CK3150'
 CK3150'THE STATION IS A STANDARD SCGS DISK
 CK3150'STAMPED---HORZ 10 022 1983---,
 CK3150'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CK3150'FLUSH WITH GROUND.  IT IS LOCATED
 CK3150'77.9 METERS (255.6 FT) NORTH FROM THE NORTH END OF THE OVERPASS,
 CK3150'6.51 METERS (21.35 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 CK3150'0.58 METER (1.9 FT) WEST FROM THE GUARD RAIL AND 0.8 METERS (2.63
 CK3150'FT) WEST FROM A METAL WITNESS POST.
 CK3150'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK3150'STAMPED---HORZ 10 022 1983---,
 CK3150'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK3150'
 CK3150'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.41 METERS.
 CK3150'
 CK3150'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK3150
 CK3150                          STATION RECOVERY (1983)
 CK3150
 CK3150'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3150'5.1 KM (3.2 MI) SOUTH FROM GOOSE CREEK.
 CK3150'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK3150'1.85 KILOMETERS (1.15 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 CK3150'BANK ROAD) FROM THE POST OFFICE IN GOOSE CREEK, THENCE 5.1 KILOMETERS
 CK3150'(3.2 MILES) SOUTHERLY ALONG U.S. HIGHWAY 52, SET NEAR THE NORTHEAST
 CK3150'END OF THE BRIDGE THAT CROSSES OVER U.S. HIGHWAY 52, 77.7 METERS
 CK3150'(255.0 FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE,
 CK3150'6.4 METERS (21.0 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CK3150'HIGHWAY, 2.1 METERS (7.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE EDGE
 CK3150'OF A 20-FOOT CUT BANK.
 CK3150'THE MARK IS 0.70 METERS  WNW FROM A WITNESS POST.
 CK3150
 CK3150                          STATION RECOVERY (1991)
 CK3150
 CK3150'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3150'RECOVERED IN GOOD CONDITION.
 CK3150
 CK3150                          STATION RECOVERY (1991)
 CK3150
 CK3150'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3150'RECOVERED IN GOOD CONDITION.
 CK3150
 CK3150                          STATION RECOVERY (1995)
 CK3150
 CK3150'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK3150'RECOVERED AS DESCRIBED.
 CK3150
 CK3150                          STATION RECOVERY (2004)
 CK3150
 CK3150'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK3150'STATION IS LOCATED 2.2 MILES SOUTH SOUTHWEST OF GOOSE CREEK, 13.7
 CK3150'MILES NORTH  NORTHWEST OF CHARLESTON. OWNERSHIP--SCDOT, DIRECTOR OF
 CK3150'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 CK3150'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CK3150'INTERSTATE 26 (EXIT 209) AND STATE  ROAD 75 (ASHLEY PHOSPHATE ROAD),
 CK3150'4.3 MILES SOUTH SOUTHWEST OF GOOSE CREEK, GO EAST  NORTHEAST ON ROAD
 CK3150'75 FOR 0.5 MILE TO THE JUNCTION OF U.S. HIGHWAYS 52 AND 78 (RIVERS
 CK3150'AVENUE), TURN LEFT ON HIGHWAYS 52 AND 78 FOR 0.9 MILE TO THE END OF
 CK3150'TRUCK TRAVEL AT A  GRASSY AREA LEFT IN THE SOUTH ANGLE OF AN ENTRANCE
 CK3150'RAMP LEFT ONTO HIGHWAY 52, PROCEED  BY FOOT FOR 0.05 MILE
 CK3150'SOUTHWESTERLY AGAINST TRAFFIC ALONG A METAL GUARD RAIL TO THE  STATION
 CK3150'ON THE LEFT. STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL
 CK3150'WITH THE HIGHWAY, 8.5 FEET  SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 CK3150'ASPHALT, 58.3 FEET SOUTHWEST OF THE  SOUTHEAST LEG OF A METAL SPEED
 CK3150'LIMIT SIGN (45 MPH), 255.5 FEET NORTH NORTHEAST OF  THE NORTHEAST
 CK3150'CORNER OF THE BRIDGE, 2.9 FEET NORTHWEST OF A WITNESS POST. RECOVERED
 CK3150'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4371 ***********************************************************************
 CK4371  DESIGNATION -  10 022 AZ MK
 CK4371  PID         -  CK4371
 CK4371  STATE/COUNTY-  SC/CHARLESTON
 CK4371  USGS QUAD   -  LADSON (1979)
 CK4371
 CK4371                         *CURRENT SURVEY CONTROL
 CK4371  ___________________________________________________________________
 CK4371* NAD 83(2001)-  32 57 15.32791(N)    080 02 31.62954(W)     ADJUSTED  
 CK4371* NAVD 88     -        10.     (meters)      33.     (feet)  VERTCON   
 CK4371  ___________________________________________________________________
 CK4371  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 CK4371  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK4371
 CK4371  HORZ ORDER  -  SECOND
 CK4371
 CK4371.The horizontal coordinates were established by classical geodetic methods
 CK4371.and adjusted by the National Geodetic Survey in March 2004..
 CK4371.No horizontal observational check was made to the station.
 CK4371
 CK4371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4371
 CK4371.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4371
 CK4371.The geoid height was determined by GEOID03.
 CK4371
 CK4371;                    North         East     Units Scale Factor Converg.
 CK4371;SPC SC       -   124,725.308   699,150.352   MT  0.99987095   +0 31 51.8
 CK4371;SPC SC       -   409,203.77  2,293,800.37   iFT  0.99987095   +0 31 51.8
 CK4371;UTM  17      - 3,646,623.092   589,529.083   MT  0.99969883   +0 31 15.9
 CK4371
 CK4371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4371!SPC SC       -   1.00000356  x   0.99987095  =   0.99987451
 CK4371!UTM  17      -   1.00000356  x   0.99969883  =   0.99970239
 CK4371
 CK4371                          SUPERSEDED SURVEY CONTROL
 CK4371
 CK4371  NAD 83(1986)-  32 57 15.33756(N)    080 02 31.63354(W) AD(       ) 2
 CK4371  NGVD 29 (07/14/89)   10.     (m)           33.     (f) VERT ANG       
 CK4371
 CK4371.Superseded values are not recommended for survey control.
 CK4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4371.See file dsdata.txt to determine how the superseded data were derived.
 CK4371
 CK4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8952946623(NAD 83)
 CK4371_MARKER: DZ = AZIMUTH MARK DISK
 CK4371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4371_SP_SET: CONCRETE POST
 CK4371_STAMPING: AZ MK 10 022 1983
 CK4371_MARK LOGO: SCGS  
 CK4371_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4371+STABILITY: SURFACE MOTION
 CK4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4371+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 CK4371
 CK4371  HISTORY     - Date     Condition        Report By
 CK4371  HISTORY     - 1983     MONUMENTED       SCGS
 CK4371  HISTORY     - 1983     GOOD             SCGS
 CK4371  HISTORY     - 19910227 GOOD             SCGS
 CK4371
 CK4371                          STATION DESCRIPTION
 CK4371
 CK4371'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK4371'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) SOUTHEAST
 CK4371'OF LADSON, 6.0 KM (3.7 MI) NORTH OF CHARLESTON INTERNATIONAL
 CK4371'AIRPORT AND 4.8 KM (3.0 MI) SOUTH OF GOOSE CREEK, SET ALONG
 CK4371'ROAD RIGHT OF WAY.
 CK4371'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC
 CK4371'TRANSP, FERRELL PROSSER, DIRECTOR SC GEODETIC SURVEY,
 CK4371'HARBISON FOREST ROAD, COLUMBIA SC 29210, PHONE 803-758-6434.
 CK4371'
 CK4371'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 CK4371'INTERSTATE HIGHWAY 26 AND ASHLEY PHOSPHATE ROAD, GO NORTHERLY
 CK4371'ON INTERSTATE HIGHWAY 26 FOR 0.8 KM (0.5 MI) TO EXIT 208 FOR
 CK4371'GOOSE CREEK AND MONKS CORNER, U.S. HIGHWAY 52, BEAR RIGHT
 CK4371'AND GO NORTHEASTERLY ON U.S. HIGHWAY 52 FOR 1.45 KM
 CK4371'(0.95 MI) TO AN OVERPASS BRIDGE AND 10 022 SCGS ON THE
 CK4371'RIGHT, CONTINUE AHEAD ON HIGHWAY 52 FOR 0.5 KM (0.3 MI) TO
 CK4371'A FORK RIGHT, THE ACCESS ROAD FOR THE INTERSTATE AND THE
 CK4371'STATION IN THE VEE OF THE FORK.
 CK4371'
 CK4371'THE STATION IS A STANDARD SCGS DISK
 CK4371'STAMPED---AZ MK 10 020 1983---,
 CK4371'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CK4371'FLUSH WITH GROUND.  IT IS LOCATED
 CK4371'14.81 METERS (48.6 FT) SOUTH-SOUTHEAST FROM A POWER POLE NUMBER
 CK4371'22,
 CK4371'7.74 METERS (25.4 FT) EAST FROM THE EAST CURB OF HIGHWAY 52,
 CK4371'6.01 METERS (19.7 FT) WEST FROM THE WEST CURB OF THE I-26 ACCESS
 CK4371'ROAD AND 0.7 METERS (2.29 FEET) EAST FROM A METAL WITNESS POST.
 CK4371'
 CK4371'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.66 METERS.
 CK4371
 CK4371                          STATION RECOVERY (1983)
 CK4371
 CK4371'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK4371'RECOVERED IN GOOD CONDITION.
 CK4371
 CK4371                          STATION RECOVERY (1991)
 CK4371
 CK4371'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0574 ***********************************************************************
 CJ0574  DESIGNATION -  10 023
 CJ0574  PID         -  CJ0574
 CJ0574  STATE/COUNTY-  SC/CHARLESTON
 CJ0574  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0574
 CJ0574                         *CURRENT SURVEY CONTROL
 CJ0574  ___________________________________________________________________
 CJ0574* NAD 83(2001)-  32 50 19.24944(N)    079 50 42.45866(W)     ADJUSTED  
 CJ0574* NAVD 88     -         4.186  (meters)      13.73   (feet)  ADJUSTED  
 CJ0574  ___________________________________________________________________
 CJ0574  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CJ0574  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 CJ0574  DYNAMIC HT  -           4.181 (meters)      13.72  (feet)  COMP
 CJ0574  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 CJ0574
 CJ0574  HORZ ORDER  -  SECOND
 CJ0574  VERT ORDER  -  FIRST     CLASS II
 CJ0574
 CJ0574.The horizontal coordinates were established by classical geodetic methods
 CJ0574.and adjusted by the National Geodetic Survey in March 2004..
 CJ0574
 CJ0574.The orthometric height was determined by differential leveling
 CJ0574.and adjusted by the National Geodetic Survey in June 1991..
 CJ0574
 CJ0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0574
 CJ0574.The geoid height was determined by GEOID03.
 CJ0574
 CJ0574.The dynamic height is computed by dividing the NAVD 88
 CJ0574.geopotential number by the normal gravity value computed on the
 CJ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0574.degrees latitude (g = 980.6199 gals.).
 CJ0574
 CJ0574.The modeled gravity was interpolated from observed gravity values.
 CJ0574
 CJ0574;                    North         East     Units Scale Factor Converg.
 CJ0574;SPC SC       -   112,098.008   717,709.247   MT  0.99989791   +0 38 24.9
 CJ0574;SPC SC       -   367,775.62  2,354,689.13   iFT  0.99989791   +0 38 24.9
 CJ0574;UTM  17      - 3,633,994.003   608,082.324   MT  0.99974404   +0 37 34.8
 CJ0574
 CJ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0574!SPC SC       -   1.00000457  x   0.99989791  =   0.99990248
 CJ0574!UTM  17      -   1.00000457  x   0.99974404  =   0.99974861
 CJ0574
 CJ0574                          SUPERSEDED SURVEY CONTROL
 CJ0574
 CJ0574  NAD 83(1986)-  32 50 19.26069(N)    079 50 42.46217(W) AD(       ) 2
 CJ0574  NGVD 29 (03/21/89)    4.485  (m)           14.71   (f) ADJUSTED    1 2
 CJ0574
 CJ0574.Superseded values are not recommended for survey control.
 CJ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0574.See file dsdata.txt to determine how the superseded data were derived.
 CJ0574
 CJ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0808233994(NAD 83)
 CJ0574_MARKER: DH = HORIZONTAL CONTROL DISK
 CJ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0574_SP_SET: CONCRETE POST
 CJ0574_STAMPING: HORZ 10 023 1983
 CJ0574_MARK LOGO: SCGS  
 CJ0574_PROJECTION: FLUSH
 CJ0574_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0574+STABILITY: SURFACE MOTION
 CJ0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0574+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 CJ0574
 CJ0574  HISTORY     - Date     Condition        Report By
 CJ0574  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0574  HISTORY     - 1983     GOOD             SCGS
 CJ0574  HISTORY     - 19910424 GOOD             SCGS
 CJ0574  HISTORY     - 19910605 GOOD             USPSQD
 CJ0574  HISTORY     - 19970621 GOOD             USPSQD
 CJ0574
 CJ0574                          STATION DESCRIPTION
 CJ0574
 CJ0574'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0574'THE STATION IS LOCATED 11.3 KM (7.0 MI) NORTHEAST OF CHARLESTON
 CJ0574'9.7 KM (6.0 MI) SOUTH OF CAINHOY, 4.8 KM (3.0 MI)
 CJ0574'NORTHEAST OF MOUNT PLEASANT.
 CJ0574'OWNERSHIP--SNEE FARM EXECUTIVE OFFICE HIGHWAY 17,
 CJ0574'MOUNT PLEASANT SC 29464, PHONE 803-884-8575.
 CJ0574'
 CJ0574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 CJ0574'701 BUISNESS, WHICH IS ON THE NORTHEAST SIDE OF MOUNT
 CJ0574'PLEASANT, GO NORTHEASTERLY ALONG U.S. HIGHWAY 17 FOR 1.5 KM
 CJ0574'(0.95 MI) TO A REVERSE FORK LEFT (S-10-56) AT A STOP LIGHT,
 CJ0574'TAKE SHARP LEFT AND FOLLOW S-10-56 FOR 0.8 KM (0.5 MI) TO A
 CJ0574'ROAD RIGHT S-10-72 AT WANDO HIGH SCHOOL, TURN RIGHT AND
 CJ0574'FOLLOW S-10-72 FOR 1.6 KM (1.0 MI) TO THE STATION ON
 CJ0574'THE RIGHT, BETWEEN TWO POWER POLES.
 CJ0574'
 CJ0574'THE STATION IS A STANDARD SCGS DISK
 CJ0574'STAMPED---HORZ 10 023 1983---,
 CJ0574'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CJ0574'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0574'12.4 METERS (40.6 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 CJ0574'ROAD,
 CJ0574'3.60 METERS (11.8 FT) EAST FROM THE CENTER OF THE SIDEWALK AND
 CJ0574'1.67 METERS (3.5 FT) EAST FROM A POWER POLE WITH A WITNESS SIGN.
 CJ0574'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0574'STAMPED---HORZ 10 023 1983---,
 CJ0574'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ0574'
 CJ0574'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.33 METERS.
 CJ0574'
 CJ0574'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CJ0574
 CJ0574                          STATION RECOVERY (1983)
 CJ0574
 CJ0574'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0574'5.8 KM (3.6 MI) NNE FROM MOUNT PLEASANT.
 CJ0574'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CJ0574'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0574'(FAIRMONT AVENUE) FROM THE POST OFFICE IN MOUNT PLEASANT, THENCE 3.5
 CJ0574'KILOMETERS (2.2 MILES) NORTHEASTERLY ALONG U.S. HIGHWAYS 17 AND 701
 CJ0574'BUSINESS TO ITS JUNCTION WITH U.S. HIGHWAY 17, CONTINUE NORTHEAST
 CJ0574'ALONG U.S. HIGHWAY 17 FOR 1.5 KILOMETERS (0.95 MILE), THENCE 0.9
 CJ0574'KILOMETER (0.55 MILE) WEST ALONG COUNTY ROAD S-10-56, THENCE 1.6
 CJ0574'KILOMETERS (1.0 MILE) NORTH-NORTHEAST ALONG COUNTY ROAD S-10-72, SET
 CJ0574'ON THE EAST SIDE OF THE COUNTY ROAD BETWEEN TWO POWER POLES, 1.14
 CJ0574'METERS (3.7 FEET) EAST OF A POWER POLE WITH A GUY WIRE, 12.4 METERS
 CJ0574'(40.7 FEET) EAST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-10-72,
 CJ0574'5.85 METERS (19.2 FEET) WEST OF A POWER POLE WITH A GUY WIRE,
 CJ0574'2.94 METERS (9.6 FEET) EAST OF THE EAST EDGE OF A CEMENT SIDEWALK.
 CJ0574
 CJ0574                          STATION RECOVERY (1991)
 CJ0574
 CJ0574'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0574'STATION IS LOCATED 3.7 MILES (6.0 KM) NORTH NORTHEAST OF MOUNT
 CJ0574'PLEASANT. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CJ0574'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CJ0574'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 17,
 CJ0574'701 (BYPASS) AND 17, 701 BUSINESS, 2.1 MILES (3.4 KM) NORTHEAST OF
 CJ0574'MOUNT PLEASANT, GO EAST ON HIGHWAYS 17 AND 701 FOR 1.05 MILES
 CJ0574'(1.69 KM) TO THE REVERSE FORK JUNCTION OF STATE ROAD 2482 (MATHIS
 CJ0574'FERRY ROAD), TURN LEFT ON ROAD 2482 FOR 0.55 MILE (0.89 KM) TO THE
 CJ0574'JUNCTION OF STATE ROAD 72 (WHIPPLE ROAD) ALSO THE WANDO HIGH SCHOOL,
 CJ0574'TURN RIGHT ON ROAD 72 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF GLEN
 CJ0574'ERIN ROAD LEFT AT THE ENTRANCE TO GLEN LAKES SUBDIVISION AND THE
 CJ0574'STATION ON THE RIGHT BETWEEN THE FIRST TWO IN A ROW OF POWER POLES.
 CJ0574'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CJ0574'ROAD, 40.5 FEET (12.3 M) EAST OF THE CENTER OF THE ROAD, 8.3 FEET
 CJ0574'(2.5 M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 3.3 FEET
 CJ0574'(1.0 M) EAST OF A POWER POLE WITH SECURITY LIGHT, 18.8 FEET (5.7 M)
 CJ0574'WEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED AND 2 GUY
 CJ0574'WIRES, 15.1 FEET (4.6 M) NORTH OF A GUY WIRE ANCHOR.
 CJ0574'RECOVERED BY T. HALL.
 CJ0574
 CJ0574                          STATION RECOVERY (1991)
 CJ0574
 CJ0574'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0574'RECOVERED IN GOOD CONDITION.
 CJ0574
 CJ0574                          STATION RECOVERY (1997)
 CJ0574
 CJ0574'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0575 ***********************************************************************
 CJ0575  DESIGNATION -  10 023 AZ MK
 CJ0575  PID         -  CJ0575
 CJ0575  STATE/COUNTY-  SC/CHARLESTON
 CJ0575  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0575
 CJ0575                         *CURRENT SURVEY CONTROL
 CJ0575  ___________________________________________________________________
 CJ0575* NAD 83(2001)-  32 50 30.07038(N)    079 50 46.18405(W)     ADJUSTED  
 CJ0575* NAVD 88     -         6.460  (meters)      21.19   (feet)  ADJUSTED  
 CJ0575  ___________________________________________________________________
 CJ0575  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CJ0575  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 CJ0575  DYNAMIC HT  -           6.453 (meters)      21.17  (feet)  COMP
 CJ0575  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 CJ0575
 CJ0575  HORZ ORDER  -  SECOND
 CJ0575  VERT ORDER  -  FIRST     CLASS II
 CJ0575
 CJ0575.The horizontal coordinates were established by classical geodetic methods
 CJ0575.and adjusted by the National Geodetic Survey in March 2004..
 CJ0575
 CJ0575.The orthometric height was determined by differential leveling
 CJ0575.and adjusted by the National Geodetic Survey in June 1991..
 CJ0575
 CJ0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0575
 CJ0575.The geoid height was determined by GEOID03.
 CJ0575
 CJ0575.The dynamic height is computed by dividing the NAVD 88
 CJ0575.geopotential number by the normal gravity value computed on the
 CJ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0575.degrees latitude (g = 980.6199 gals.).
 CJ0575
 CJ0575.The modeled gravity was interpolated from observed gravity values.
 CJ0575
 CJ0575;                    North         East     Units Scale Factor Converg.
 CJ0575;SPC SC       -   112,430.221   717,608.657   MT  0.99989716   +0 38 22.9
 CJ0575;SPC SC       -   368,865.55  2,354,359.11   iFT  0.99989716   +0 38 22.9
 CJ0575;UTM  17      - 3,634,326.189   607,981.831   MT  0.99974377   +0 37 32.9
 CJ0575
 CJ0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0575!SPC SC       -   1.00000421  x   0.99989716  =   0.99990137
 CJ0575!UTM  17      -   1.00000421  x   0.99974377  =   0.99974798
 CJ0575
 CJ0575                          SUPERSEDED SURVEY CONTROL
 CJ0575
 CJ0575  NAD 83(1986)-  32 50 30.08165(N)    079 50 46.18746(W) AD(       ) 2
 CJ0575  NGVD 29 (03/21/89)    6.760  (m)           22.18   (f) ADJUSTED    1 2
 CJ0575
 CJ0575.Superseded values are not recommended for survey control.
 CJ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0575.See file dsdata.txt to determine how the superseded data were derived.
 CJ0575
 CJ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0798234326(NAD 83)
 CJ0575_MARKER: DZ = AZIMUTH MARK DISK
 CJ0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0575_SP_SET: CONCRETE POST
 CJ0575_STAMPING: AZ MK 10 023 1983
 CJ0575_MARK LOGO: SCGS  
 CJ0575_PROJECTION: RECESSED 5 CENTIMETERS
 CJ0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0575+STABILITY: SURFACE MOTION
 CJ0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0575+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 CJ0575
 CJ0575  HISTORY     - Date     Condition        Report By
 CJ0575  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0575  HISTORY     - 1983     GOOD             SCGS
 CJ0575  HISTORY     - 19910424 GOOD             SCGS
 CJ0575  HISTORY     - 19910605 GOOD             USPSQD
 CJ0575  HISTORY     - 19970621 GOOD             USPSQD
 CJ0575
 CJ0575                          STATION DESCRIPTION
 CJ0575
 CJ0575'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0575'THE STATION IS LOCATED 11.3 KM (7.0 MI) NORTHEAST OF CHARLESTON
 CJ0575'9.7 KM (6.0 MI) SOUTH OF CAINHOY, 4.8 KM (3.0 MI) NORTHEAST
 CJ0575'OF MOUNT PLEASANT.
 CJ0575'OWNERSHIP--SNEE FARM EXECUTIVE OFFICE, HIGHWAY 17,
 CJ0575'MOUNT PLEASANT SC 29464, PHONE 803-884-8575.
 CJ0575'
 CJ0575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17,701
 CJ0575'BUISNESS, WHICH IS ON THE NORTHEAST SIDE OF MOUNT PLEASANT,
 CJ0575'GO NORTHEASTERLY ALONG U.S. HIGHWAY 17 FOR 1.5 KM (0.95 MI)
 CJ0575'TO A REVERSE FORK LEFT S-10-56 AT A STOP LIGHT, TAKE SHARP
 CJ0575'LEFT AND FOLLOW S-10-56 FOR 0.8 KM (0.5 MI) TO A ROAD RIGHT
 CJ0575'S-10-72 AT WANDO HIGH SCHOOL, TURN RIGHT AND FOLLOW
 CJ0575'S-10-72 FOR 1.6 KM (1.0 MI) TO 10 023 SCGS ON THE RIGHT,
 CJ0575'CONTINUE AHEAD FOR 0.3 KM (0.25 MI) TO A TEE JUNCTION
 CJ0575'AND THE STATION STRAIGHT AHEAD.
 CJ0575'
 CJ0575'THE STATION IS A STANDARD SCGS DISK
 CJ0575'STAMPED---AZ MK 10 023 1983---,
 CJ0575'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CJ0575'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0575'23.775 METERS (78 FT) NORTHEAST FROM THE CENTER OF THE TEE
 CJ0575'JUNCTION,
 CJ0575'26.5 METERS (86.9 FT) NORTH FROM THE CENTER OF A SEWER DRAIN
 CJ0575'COVER,
 CJ0575'18.8 METERS (61.7 FT) EAST FROM THE EXTENDED CENTERLINE OF S
 CJ0575'10-72 AND 0.5 METER (1.6 FT) WEST FROM A METAL WITNESS POST.
 CJ0575'
 CJ0575'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.67 METERS.
 CJ0575
 CJ0575                          STATION RECOVERY (1983)
 CJ0575
 CJ0575'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0575'6.1 KM (3.8 MI) NNE FROM MOUNT PLEASANT.
 CJ0575'THE MARK IS ABOVE LEVEL WITH LONG POINT ROAD.
 CJ0575'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0575'(FAIRMONT AVENUE) FROM THE POST OFFICE IN MOUNT PLEASANT, THENCE 3.5
 CJ0575'KILOMETERS (2.2 MILES) NORTHEASTERLY ALONG U.S. HIGHWAYS 17 AND 701
 CJ0575'BUSINESS TO ITS JUNCTION WITH U.S. HIGHWAY 17, CONTINUE NORTHEAST
 CJ0575'ALONG U.S. HIGHWAY 17 FOR 1.5 KILOMETERS (0.95 MILE), THENCE 0.9
 CJ0575'KILOMETER (0.55 MILE) WEST ALONG COUNTY ROAD S-10-56, THENCE 2.0
 CJ0575'KILOMETERS (1.25 MILES) NORTH-NORTHEAST ALONG COUNTY ROAD S-10-72 TO
 CJ0575'ITS JUNCTION WITH LONG POINT ROAD, SET EAST OF THE EXTENDED CENTERLINE
 CJ0575'OF COUNTY ROAD S-10-72, 18.22 METERS (59.8 FEET) NORTH OF THE
 CJ0575'APPROXIMATE CENTER OF LONG POINT ROAD, 18.42 METERS (60.4 FEET) EAST
 CJ0575'OF THE APPROXIMATE EXTENDED CENTERLINE OF S-10-72, 29.7 METERS (97.4
 CJ0575'FEET) EAST-NORTHEAST OF A POWER POLE WITH TWO GUY WIRES AND A SAFETY
 CJ0575'LIGHT, 11.55 METERS (38.0 FEET) SOUTH-SOUTHWEST OF A 12-INCH PINE
 CJ0575'TREE.
 CJ0575'THE MARK IS 0.55 METERS  W FROM A WITNESS POST.
 CJ0575
 CJ0575                          STATION RECOVERY (1991)
 CJ0575
 CJ0575'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0575'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTH NORTHEAST OF MOUNT
 CJ0575'PLEASANT. OWNERSHIP--SNEE FARM EXECUTIVE OFFICE, HIGHWAY 17, MOUNT
 CJ0575'PLEASANT, SC 29464, PHONE 803-884-8575.
 CJ0575'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 17,
 CJ0575'701 (BYPASS) AND 17, 701 BUSINESS, 2.1 MILES (3.4 KM) NORTHEAST OF
 CJ0575'MOUNT PLEASANT, GO EAST ON HIGHWAYS 17 AND 701 FOR 1.05 MILES
 CJ0575'(1.69 KM) TO THE REVERSE FORK JUNCTION OF STATE ROAD 2482 (MATHIS
 CJ0575'FERRY ROAD), TURN LEFT ON ROAD 2482 FOR 0.55 MILE (0.89 KM) TO THE
 CJ0575'JUNCTION OF STATE ROAD 72 (WHIPPLE ROAD) ALSO THE WANDO HIGH SCHOOL,
 CJ0575'TURN RIGHT ON ROAD 72 FOR 1.2 MILES (1.9 KM) TO THE T-JUNCTION OF
 CJ0575'STATE ROAD 97 (LONG POINT ROAD) AND THE STATION AHEAD.
 CJ0575'STATION IS A CONCRETE POST RECESSED 2-INCHES AND LEVEL WITH THE ROADS,
 CJ0575'59.5 FEET (18.1 M) EAST OF THE EXTENDED CENTER OF ROAD 72, 59.0 FEET
 CJ0575'(18.0 M) NORTH OF THE CENTER OF ROAD 97, 97.0 FEET (29.6 M) EAST
 CJ0575'NORTHEAST OF A POWER POLE WITH TWO GUY WIRES AND A SECURITY LIGHT,
 CJ0575'1.8 FEET (0.5 M) WEST OF A WITNESS POST.
 CJ0575'RECOVERED BY T. HALL.
 CJ0575
 CJ0575                          STATION RECOVERY (1991)
 CJ0575
 CJ0575'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0575'RECOVERED IN GOOD CONDITION.
 CJ0575
 CJ0575                          STATION RECOVERY (1997)
 CJ0575
 CJ0575'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0412 ***********************************************************************
 CJ0412  DESIGNATION -  10 023 X
 CJ0412  PID         -  CJ0412
 CJ0412  STATE/COUNTY-  SC/CHARLESTON
 CJ0412  USGS QUAD   -  CHARLESTON (1983)
 CJ0412
 CJ0412                         *CURRENT SURVEY CONTROL
 CJ0412  ___________________________________________________________________
 CJ0412* NAD 83(1986)-  32 45 43.     (N)    079 59 21.     (W)     SCALED    
 CJ0412* NAVD 88     -         5.138  (meters)      16.86   (feet)  ADJUSTED  
 CJ0412  ___________________________________________________________________
 CJ0412  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 CJ0412  DYNAMIC HT  -           5.132 (meters)      16.84  (feet)  COMP
 CJ0412  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CJ0412
 CJ0412  VERT ORDER  -  FIRST     CLASS II
 CJ0412
 CJ0412.The horizontal coordinates were scaled from a topographic map and have
 CJ0412.an estimated accuracy of +/- 6 seconds.
 CJ0412
 CJ0412.The orthometric height was determined by differential leveling
 CJ0412.and adjusted by the National Geodetic Survey in June 1991..
 CJ0412
 CJ0412.The geoid height was determined by GEOID03.
 CJ0412
 CJ0412.The dynamic height is computed by dividing the NAVD 88
 CJ0412.geopotential number by the normal gravity value computed on the
 CJ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0412.degrees latitude (g = 980.6199 gals.).
 CJ0412
 CJ0412.The modeled gravity was interpolated from observed gravity values.
 CJ0412
 CJ0412;                    North         East    Units  Estimated Accuracy
 CJ0412;SPC SC       -   103,450.      704,310.      MT  (+/- 180 meters Scaled)
 CJ0412
 CJ0412                          SUPERSEDED SURVEY CONTROL
 CJ0412
 CJ0412  NGVD 29 (03/21/89)    5.438  (m)           17.84   (f) ADJUSTED    1 2
 CJ0412
 CJ0412.Superseded values are not recommended for survey control.
 CJ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0412.See file dsdata.txt to determine how the superseded data were derived.
 CJ0412
 CJ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS946253(NAD 83)
 CJ0412_MARKER: DB = BENCH MARK DISK
 CJ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0412_SP_SET: CONCRETE POST
 CJ0412_STAMPING: VERT 10 023 X 1983
 CJ0412_MARK LOGO: SCGS  
 CJ0412_PROJECTION: FLUSH
 CJ0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0412
 CJ0412  HISTORY     - Date     Condition        Report By
 CJ0412  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0412  HISTORY     - 1984     GOOD             SCGS
 CJ0412
 CJ0412                          STATION DESCRIPTION
 CJ0412
 CJ0412'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0412'3.2 KM (2.0 MI) SOUTH FROM SAINT ANDREWS.
 CJ0412'1.4 KILOMETERS (0.9 MILE) WEST ALONG STATE HIGHWAY 700
 CJ0412'FROM THE JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND,
 CJ0412'SET NEAR THE NORTHEAST CORNER OF THE CLASSROOM BUILDING
 CJ0412'TO THE JAMES ISLAND BAPTIST CHURCH, 48.3 METERS (158.7
 CJ0412'FEET) SOUTH OF THE CENTER LINE OF WAPPOO DRIVE, 26.6 METERS
 CJ0412'(87.4 FEET) NORTHWEST OF THE CENTER LINE OF THE WESTBOUND
 CJ0412'LANE OF HIGHWAY 700, 3.4 METERS (11.0 FEET) SOUTH SOUTHWEST
 CJ0412'OF A POWER POLE NUMBER 73696, 0.5 METER (1.6 FEET) NORTH
 CJ0412'OF THE NORTHEAST CORNER OF THE CLASSROOM BUILDING.
 CJ0412'THE MARK IS ABOVE LEVEL WITH HIGHWAY 700.
 CJ0412
 CJ0412                          STATION RECOVERY (1984)
 CJ0412
 CJ0412'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0413 ***********************************************************************
 CJ0413  DESIGNATION -  10 024
 CJ0413  PID         -  CJ0413
 CJ0413  STATE/COUNTY-  SC/CHARLESTON
 CJ0413  USGS QUAD   -  CHARLESTON (1983)
 CJ0413
 CJ0413                         *CURRENT SURVEY CONTROL
 CJ0413  ___________________________________________________________________
 CJ0413* NAD 83(1986)-  32 45 21.     (N)    079 59 52.     (W)     SCALED    
 CJ0413* NAVD 88     -         4.150  (meters)      13.62   (feet)  ADJUSTED  
 CJ0413  ___________________________________________________________________
 CJ0413  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 CJ0413  DYNAMIC HT  -           4.145 (meters)      13.60  (feet)  COMP
 CJ0413  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 CJ0413
 CJ0413  VERT ORDER  -  FIRST     CLASS II
 CJ0413
 CJ0413.The horizontal coordinates were scaled from a topographic map and have
 CJ0413.an estimated accuracy of +/- 6 seconds.
 CJ0413
 CJ0413.The orthometric height was determined by differential leveling
 CJ0413.and adjusted by the National Geodetic Survey in June 1991..
 CJ0413
 CJ0413.The geoid height was determined by GEOID03.
 CJ0413
 CJ0413.The dynamic height is computed by dividing the NAVD 88
 CJ0413.geopotential number by the normal gravity value computed on the
 CJ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0413.degrees latitude (g = 980.6199 gals.).
 CJ0413
 CJ0413.The modeled gravity was interpolated from observed gravity values.
 CJ0413
 CJ0413;                    North         East    Units  Estimated Accuracy
 CJ0413;SPC SC       -   102,760.      703,510.      MT  (+/- 180 meters Scaled)
 CJ0413
 CJ0413                          SUPERSEDED SURVEY CONTROL
 CJ0413
 CJ0413  NGVD 29 (03/21/89)    4.449  (m)           14.60   (f) ADJUSTED    1 2
 CJ0413
 CJ0413.Superseded values are not recommended for survey control.
 CJ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0413.See file dsdata.txt to determine how the superseded data were derived.
 CJ0413
 CJ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS938246(NAD 83)
 CJ0413_MARKER: DB = BENCH MARK DISK
 CJ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0413_SP_SET: CONCRETE POST
 CJ0413_STAMPING: VERT 10 024 1983
 CJ0413_MARK LOGO: SCGS  
 CJ0413_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0413
 CJ0413  HISTORY     - Date     Condition        Report By
 CJ0413  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0413  HISTORY     - 1984     GOOD             SCGS
 CJ0413
 CJ0413                          STATION DESCRIPTION
 CJ0413
 CJ0413'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0413'3.7 KM (2.3 MI) SOUTH FROM SAINT ANDREWS.
 CJ0413'2.5 KILOMETERS (1.55 MILES) WEST ALONG STATE HIGHWAY
 CJ0413'700 FROM THE JUNCTION OF STATE HIGHWAY 171 ON JAMES
 CJ0413'ISLAND, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 CJ0413'OF RIVERLAND DRIVE, 38.4 METERS (126.0 FEET) NORTH
 CJ0413'NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED GOLF
 CJ0413'CART PATH, 13.0 METERS (42.5 FEET) SOUTH SOUTHEAST OF
 CJ0413'THE CENTER LINE OF THE EASTBOUND LANE OF HIGHWAY 700,
 CJ0413'22.5 METERS (74.0 FEET) EAST NORTHEAST OF THE CENTER LINE
 CJ0413'OF RIVERLAND DRIVE, 13.3 METERS (43.9 FEET) EAST OF A POWER
 CJ0413'POLE.
 CJ0413'THE MARK IS ABOVE LEVEL WITH HIGHWAY 700.
 CJ0413
 CJ0413                          STATION RECOVERY (1984)
 CJ0413
 CJ0413'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2532 ***********************************************************************
 CK2532  DESIGNATION -  10 025
 CK2532  PID         -  CK2532
 CK2532  STATE/COUNTY-  SC/CHARLESTON
 CK2532  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2532
 CK2532                         *CURRENT SURVEY CONTROL
 CK2532  ___________________________________________________________________
 CK2532* NAD 83(1986)-  32 45 02.     (N)    080 01 51.     (W)     SCALED    
 CK2532* NAVD 88     -         2.052  (meters)       6.73   (feet)  ADJUSTED  
 CK2532  ___________________________________________________________________
 CK2532  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 CK2532  DYNAMIC HT  -           2.050 (meters)       6.73  (feet)  COMP
 CK2532  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CK2532
 CK2532  VERT ORDER  -  FIRST     CLASS II
 CK2532
 CK2532.The horizontal coordinates were scaled from a topographic map and have
 CK2532.an estimated accuracy of +/- 6 seconds.
 CK2532
 CK2532.The orthometric height was determined by differential leveling
 CK2532.and adjusted by the National Geodetic Survey in June 1991..
 CK2532
 CK2532.The geoid height was determined by GEOID03.
 CK2532
 CK2532.The dynamic height is computed by dividing the NAVD 88
 CK2532.geopotential number by the normal gravity value computed on the
 CK2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2532.degrees latitude (g = 980.6199 gals.).
 CK2532
 CK2532.The modeled gravity was interpolated from observed gravity values.
 CK2532
 CK2532;                    North         East    Units  Estimated Accuracy
 CK2532;SPC SC       -   102,150.      700,420.      MT  (+/- 180 meters Scaled)
 CK2532
 CK2532                          SUPERSEDED SURVEY CONTROL
 CK2532
 CK2532  NGVD 29 (03/21/89)    2.351  (m)            7.71   (f) ADJUSTED    1 2
 CK2532
 CK2532.Superseded values are not recommended for survey control.
 CK2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2532.See file dsdata.txt to determine how the superseded data were derived.
 CK2532
 CK2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS907240(NAD 83)
 CK2532_MARKER: DB = BENCH MARK DISK
 CK2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2532_SP_SET: CONCRETE POST
 CK2532_STAMPING: VERT 10 025 1983
 CK2532_MARK LOGO: SCGS  
 CK2532_PROJECTION: FLUSH
 CK2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2532+STABILITY: SURFACE MOTION
 CK2532
 CK2532  HISTORY     - Date     Condition        Report By
 CK2532  HISTORY     - 1983     MONUMENTED       SCGS
 CK2532
 CK2532                          STATION DESCRIPTION
 CK2532
 CK2532'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2532'5.3 KM (3.3 MI) SW FROM SAINT ANDREWS.
 CK2532'5.6 KILOMETERS (3.5 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2532'JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND, THENCE 0.1 KILOMETER
 CK2532'(0.05 MILE) SOUTH ALONG A GRASSY ROAD, SET NEAR THE EAST POWER POLE OF
 CK2532'A MAJOR POWER LINE, 105.8 METERS (347.0 FEET) SOUTH-SOUTHEAST OF THE
 CK2532'CENTERLINE OF HIGHWAY 700, 4.7 METERS (15.5 FEET) EAST-NORTHEAST OF
 CK2532'THE CENTER POWER POLE OF THE THREE, 1.2 METERS (4.0 FEET)
 CK2532'SOUTH-SOUTHWEST OF THE EAST POWER POLE.
 CK2532'THE MARK IS 2.30 METERS  NNW FROM A WITNESS POST.
 CK2532'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2534 ***********************************************************************
 CK2534  DESIGNATION -  10 026
 CK2534  PID         -  CK2534
 CK2534  STATE/COUNTY-  SC/CHARLESTON
 CK2534  USGS QUAD   -  LEGAREVILLE (1971)
 CK2534
 CK2534                         *CURRENT SURVEY CONTROL
 CK2534  ___________________________________________________________________
 CK2534* NAD 83(1986)-  32 44 33.     (N)    080 02 26.     (W)     SCALED    
 CK2534* NAVD 88     -         6.679  (meters)      21.91   (feet)  ADJUSTED  
 CK2534  ___________________________________________________________________
 CK2534  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 CK2534  DYNAMIC HT  -           6.672 (meters)      21.89  (feet)  COMP
 CK2534  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 CK2534
 CK2534  VERT ORDER  -  FIRST     CLASS II
 CK2534
 CK2534.The horizontal coordinates were scaled from a topographic map and have
 CK2534.an estimated accuracy of +/- 6 seconds.
 CK2534
 CK2534.The orthometric height was determined by differential leveling
 CK2534.and adjusted by the National Geodetic Survey in June 1991..
 CK2534
 CK2534.The geoid height was determined by GEOID03.
 CK2534
 CK2534.The dynamic height is computed by dividing the NAVD 88
 CK2534.geopotential number by the normal gravity value computed on the
 CK2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2534.degrees latitude (g = 980.6199 gals.).
 CK2534
 CK2534.The modeled gravity was interpolated from observed gravity values.
 CK2534
 CK2534;                    North         East    Units  Estimated Accuracy
 CK2534;SPC SC       -   101,250.      699,520.      MT  (+/- 180 meters Scaled)
 CK2534
 CK2534                          SUPERSEDED SURVEY CONTROL
 CK2534
 CK2534  NGVD 29 (03/21/89)    6.977  (m)           22.89   (f) ADJUSTED    1 2
 CK2534
 CK2534.Superseded values are not recommended for survey control.
 CK2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2534.See file dsdata.txt to determine how the superseded data were derived.
 CK2534
 CK2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS898231(NAD 83)
 CK2534_MARKER: DB = BENCH MARK DISK
 CK2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2534_SP_SET: CONCRETE POST
 CK2534_STAMPING: VERT 10 026 1983
 CK2534_MARK LOGO: SCGS  
 CK2534_PROJECTION: FLUSH
 CK2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2534+STABILITY: SURFACE MOTION
 CK2534
 CK2534  HISTORY     - Date     Condition        Report By
 CK2534  HISTORY     - 1983     MONUMENTED       SCGS
 CK2534
 CK2534                          STATION DESCRIPTION
 CK2534
 CK2534'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2534'6.4 KM (4.0 MI) SW FROM SAINT ANDREWS.
 CK2534'7.9 KILOMETERS (4.9 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2534'JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND, SET NEAR THE CORNER OF
 CK2534'A CHAIN LINK FENCE THAT SURROUNDS A CEMETARY AND THE SAINT STEPHENS
 CK2534'AME CHURCH, 0.1 KILOMETER (0.05 MILE) WEST ALONG STATE HIGHWAY 700
 CK2534'FROM THE JOHNS ISLAND POST OFFICE, 31.2 METERS (102.8 FEET)
 CK2534'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF THE CHURCH, 10.5 METERS (34.4
 CK2534'FEET) NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY 700, 1.7 METERS
 CK2534'(5.7 FEET) EAST-NORTHEAST OF POWER POLE NUMBER 34 NE 8-D, 0.5 METER
 CK2534'(1.7 FEET) SOUTH-SOUTHEAST OF THE CHAIN LINK FENCE.
 CK2534'THE MARK IS 1.50 METERS  WSW FROM A WITNESS POST.
 CK2534'THE MARK IS 0.30 M ABOVE HIGHWAY 700.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2536 ***********************************************************************
 CK2536  DESIGNATION -  10 027
 CK2536  PID         -  CK2536
 CK2536  STATE/COUNTY-  SC/CHARLESTON
 CK2536  USGS QUAD   -  LEGAREVILLE (1971)
 CK2536
 CK2536                         *CURRENT SURVEY CONTROL
 CK2536  ___________________________________________________________________
 CK2536* NAD 83(1986)-  32 44 03.     (N)    080 03 23.     (W)     SCALED    
 CK2536* NAVD 88     -         8.307  (meters)      27.25   (feet)  ADJUSTED  
 CK2536  ___________________________________________________________________
 CK2536  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 CK2536  DYNAMIC HT  -           8.298 (meters)      27.22  (feet)  COMP
 CK2536  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 CK2536
 CK2536  VERT ORDER  -  FIRST     CLASS II
 CK2536
 CK2536.The horizontal coordinates were scaled from a topographic map and have
 CK2536.an estimated accuracy of +/- 6 seconds.
 CK2536
 CK2536.The orthometric height was determined by differential leveling
 CK2536.and adjusted by the National Geodetic Survey in June 1991..
 CK2536
 CK2536.The geoid height was determined by GEOID03.
 CK2536
 CK2536.The dynamic height is computed by dividing the NAVD 88
 CK2536.geopotential number by the normal gravity value computed on the
 CK2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2536.degrees latitude (g = 980.6199 gals.).
 CK2536
 CK2536.The modeled gravity was interpolated from observed gravity values.
 CK2536
 CK2536;                    North         East    Units  Estimated Accuracy
 CK2536;SPC SC       -   100,310.      698,040.      MT  (+/- 180 meters Scaled)
 CK2536
 CK2536                          SUPERSEDED SURVEY CONTROL
 CK2536
 CK2536  NGVD 29 (03/21/89)    8.605  (m)           28.23   (f) ADJUSTED    1 2
 CK2536
 CK2536.Superseded values are not recommended for survey control.
 CK2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2536.See file dsdata.txt to determine how the superseded data were derived.
 CK2536
 CK2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS884222(NAD 83)
 CK2536_MARKER: DB = BENCH MARK DISK
 CK2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2536_SP_SET: CONCRETE POST
 CK2536_STAMPING: VERT 10 027 1983
 CK2536_MARK LOGO: SCGS  
 CK2536_PROJECTION: RECESSED 7 CENTIMETERS
 CK2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2536+STABILITY: SURFACE MOTION
 CK2536
 CK2536  HISTORY     - Date     Condition        Report By
 CK2536  HISTORY     - 1983     MONUMENTED       SCGS
 CK2536  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2536  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2536
 CK2536                          STATION DESCRIPTION
 CK2536
 CK2536'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2536'8.0 KM (5.0 MI) SW FROM SAINT ANDREWS.
 CK2536'1.8 KILOMETERS (1.1 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2536'ISLAND POST OFFICE, SET NEAR THE NORTHEAST CORNER OF THE BLUE FLAME
 CK2536'GAS M AND M OIL INC.--MINSHEW OIL INC., 29.3 METERS (96.3 FEET)
 CK2536'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF A WIRE FENCE, 20.8 METERS
 CK2536'(68.5 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 700,
 CK2536'11.9 METERS (39.0 FEET) NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE
 CK2536'GAS BUILDING, 2.6 METERS (8.9 FEET) EAST-NORTHEAST OF THE NORTHEAST
 CK2536'CORNER OF THE GAS BUILDING.
 CK2536'THE MARK IS ABOVE LEVEL WITH HIGHWAY 700.
 CK2536
 CK2536                          STATION RECOVERY (2001)
 CK2536
 CK2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2536
 CK2536                          STATION RECOVERY (2001)
 CK2536
 CK2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2542 ***********************************************************************
 CK2542  DESIGNATION -  10 028
 CK2542  PID         -  CK2542
 CK2542  STATE/COUNTY-  SC/CHARLESTON
 CK2542  USGS QUAD   -  LEGAREVILLE (1971)
 CK2542
 CK2542                         *CURRENT SURVEY CONTROL
 CK2542  ___________________________________________________________________
 CK2542* NAD 83(2001)-  32 43 15.53254(N)    080 04 57.69364(W)     ADJUSTED  
 CK2542* NAVD 88     -         6.823  (meters)      22.39   (feet)  ADJUSTED  
 CK2542  ___________________________________________________________________
 CK2542  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CK2542  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK2542  DYNAMIC HT  -           6.815 (meters)      22.36  (feet)  COMP
 CK2542  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK2542
 CK2542  HORZ ORDER  -  SECOND
 CK2542  VERT ORDER  -  FIRST     CLASS II
 CK2542
 CK2542.The horizontal coordinates were established by classical geodetic methods
 CK2542.and adjusted by the National Geodetic Survey in March 2004..
 CK2542.No horizontal observational check was made to the station.
 CK2542
 CK2542.The orthometric height was determined by differential leveling
 CK2542.and adjusted by the National Geodetic Survey in June 1991..
 CK2542
 CK2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2542
 CK2542.The geoid height was determined by GEOID03.
 CK2542
 CK2542.The dynamic height is computed by dividing the NAVD 88
 CK2542.geopotential number by the normal gravity value computed on the
 CK2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2542.degrees latitude (g = 980.6199 gals.).
 CK2542
 CK2542.The modeled gravity was interpolated from observed gravity values.
 CK2542
 CK2542;                    North         East     Units Scale Factor Converg.
 CK2542;SPC SC       -    98,823.802   695,586.933   MT  0.99992949   +0 30 30.8
 CK2542;SPC SC       -   324,225.07  2,282,109.36   iFT  0.99992949   +0 30 30.8
 CK2542;UTM  17      - 3,620,727.573   585,961.266   MT  0.99969111   +0 29 45.2
 CK2542
 CK2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2542!SPC SC       -   1.00000409  x   0.99992949  =   0.99993358
 CK2542!UTM  17      -   1.00000409  x   0.99969111  =   0.99969520
 CK2542
 CK2542                          SUPERSEDED SURVEY CONTROL
 CK2542
 CK2542  NAD 83(1986)-  32 43 15.54137(N)    080 04 57.69792(W) AD(       ) 2
 CK2542  NGVD 29 (03/21/89)    7.121  (m)           23.36   (f) ADJUSTED    1 2
 CK2542
 CK2542.Superseded values are not recommended for survey control.
 CK2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2542.See file dsdata.txt to determine how the superseded data were derived.
 CK2542
 CK2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8596120728(NAD 83)
 CK2542_MARKER: DB = BENCH MARK DISK
 CK2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2542_SP_SET: CONCRETE POST
 CK2542_STAMPING: VERT 10 028 1983
 CK2542_MARK LOGO: SCGS  
 CK2542_PROJECTION: RECESSED 7 CENTIMETERS
 CK2542_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2542+STABILITY: SURFACE MOTION
 CK2542
 CK2542  HISTORY     - Date     Condition        Report By
 CK2542  HISTORY     - 1983     MONUMENTED       SCGS
 CK2542  HISTORY     - 1983     GOOD             SCGS
 CK2542  HISTORY     - 20010331 GOOD             NGS
 CK2542  HISTORY     - 20011210 GOOD             NGS
 CK2542
 CK2542                          STATION DESCRIPTION
 CK2542
 CK2542'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK2542'THE STATION IS LOCATED ABOUT 15.2 KM (9.5 MI) WEST SOUTHWEST OF
 CK2542'CHARLESTON, 8.0 KM (5.0 MI) NORTH NORTHWEST OF LEGAREVILLE.
 CK2542'OWNERSHIP--SOUTHERN BELL SUBSTATION, MR TOM DRAWDY, HIGHWAY 700,
 CK2542'JOHNS ISLAND SC 29455, PHONE 803-724-6020.
 CK2542'
 CK2542'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2542'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 4.6 KM (2.8 MI) TO THE
 CK2542'JUNCTION OF COUNTY ROAD S-10-20 AND THE STATION ON THE RIGHT IN
 CK2542'THE NORTH ANGLE OF THE INTERSECTION AND BY A BRICK BUILDING
 CK2542'(SOUTHERN BELL SUBSTATION).
 CK2542'
 CK2542'THE STATION IS A STANDARD SCGS DISK
 CK2542'STAMPED---VERT 10 028 1983---,
 CK2542'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2542'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2542'17.0 METERS (55.7 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 CK2542'COUNTY ROAD,
 CK2542'2.7 METERS (8.9 FT) SOUTHEAST FROM THE SOUTH CORNER OF THE SOUTHERN
 CK2542'BELL BUILDING,
 CK2542'2.4 METERS (8.0 FT) WEST-SOUTHWEST FROM A POWER POLE WITH A YARD
 CK2542'LIGHT AND
 CK2542'1.2 METERS (3.8 FT) NORTH-NORTHEAST FROM THE EDGE OF A CONCRETE
 CK2542'SIDEWALK.
 CK2542'
 CK2542'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 CK2542'
 CK2542'AN EDM TRAVERSE WAS MADE TO 10 259 SCGS.
 CK2542'
 CK2542'DESCRIBED BY MARK D. THACKRAH.
 CK2542
 CK2542                          STATION RECOVERY (1983)
 CK2542
 CK2542'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2542'10.1 KM (6.3 MI) SW FROM SAINT ANDREWS.
 CK2542'4.7 KILOMETERS (2.9 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2542'ISLAND POST OFFICE, SET NEAR THE SOUTHEAST CORNER OF THE SOUTHERN BELL
 CK2542'TELEPHONE BUILDING AT THE INTERSECTION OF COUNTY ROAD S-10-20, 88.7
 CK2542'METERS (291.0 FEET) WEST OF THE CENTERLINE OF HIGHWAY 700, 56.7 METERS
 CK2542'(186.1 FEET) WEST-NORTHWEST OF A FIRE HYDRANT, 17.1 METERS (56.0 FEET)
 CK2542'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-20, 2.6 METERS
 CK2542'(8.9 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE PHONE BUILDING,
 CK2542'2.4 METERS (8.0 FEET) WEST-SOUTHWEST OF A POWER POLE WITH A STREET
 CK2542'LIGHT.
 CK2542'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-20.
 CK2542
 CK2542                          STATION RECOVERY (2001)
 CK2542
 CK2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2542
 CK2542                          STATION RECOVERY (2001)
 CK2542
 CK2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2647 ***********************************************************************
 CK2647  DESIGNATION -  10 029
 CK2647  PID         -  CK2647
 CK2647  STATE/COUNTY-  SC/CHARLESTON
 CK2647  USGS QUAD   -  LEGAREVILLE (1971)
 CK2647
 CK2647                         *CURRENT SURVEY CONTROL
 CK2647  ___________________________________________________________________
 CK2647* NAD 83(1986)-  32 42 41.     (N)    080 04 14.     (W)     SCALED    
 CK2647* NAVD 88     -         4.099  (meters)      13.45   (feet)  ADJUSTED  
 CK2647  ___________________________________________________________________
 CK2647  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 CK2647  DYNAMIC HT  -           4.094 (meters)      13.43  (feet)  COMP
 CK2647  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CK2647
 CK2647  VERT ORDER  -  FIRST     CLASS II
 CK2647
 CK2647.The horizontal coordinates were scaled from a topographic map and have
 CK2647.an estimated accuracy of +/- 6 seconds.
 CK2647
 CK2647.The orthometric height was determined by differential leveling
 CK2647.and adjusted by the National Geodetic Survey in June 1991..
 CK2647
 CK2647.The geoid height was determined by GEOID03.
 CK2647
 CK2647.The dynamic height is computed by dividing the NAVD 88
 CK2647.geopotential number by the normal gravity value computed on the
 CK2647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2647.degrees latitude (g = 980.6199 gals.).
 CK2647
 CK2647.The modeled gravity was interpolated from observed gravity values.
 CK2647
 CK2647;                    North         East    Units  Estimated Accuracy
 CK2647;SPC SC       -    97,770.      696,730.      MT  (+/- 180 meters Scaled)
 CK2647
 CK2647                          SUPERSEDED SURVEY CONTROL
 CK2647
 CK2647  NGVD 29 (03/21/89)    4.396  (m)           14.42   (f) ADJUSTED    1 2
 CK2647
 CK2647.Superseded values are not recommended for survey control.
 CK2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2647.See file dsdata.txt to determine how the superseded data were derived.
 CK2647
 CK2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS871196(NAD 83)
 CK2647_MARKER: DB = BENCH MARK DISK
 CK2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2647_SP_SET: CONCRETE POST
 CK2647_STAMPING: VERT 10 029 1983
 CK2647_MARK LOGO: SCGS  
 CK2647_PROJECTION: FLUSH
 CK2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2647+STABILITY: SURFACE MOTION
 CK2647
 CK2647  HISTORY     - Date     Condition        Report By
 CK2647  HISTORY     - 1983     MONUMENTED       SCGS
 CK2647  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2647  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2647
 CK2647                          STATION DESCRIPTION
 CK2647
 CK2647'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2647'11.7 KM (7.3 MI) SW FROM SAINT ANDREWS.
 CK2647'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2647'JOHNS ISLAND POST OFFICE, THENCE 1.6 KILOMETERS (1.0 MILE) SOUTH ALONG
 CK2647'COUNTY ROAD S-10-20, SET IN THE EAST ANGLE OF THE INTERSECTION OF
 CK2647'BERRYHILL ROAD, 16.2 METERS (53.2 FEET) NORTHEAST OF THE CENTERLINE OF
 CK2647'COUNTY ROAD S-10-20, 11.1 METERS (36.4 FEET) SOUTHEAST OF THE
 CK2647'CENTERLINE OF BERRYHILL ROAD, 9.0 METERS (29.7 FEET) NORTHWEST OF A
 CK2647'12-INCH BLAZED CEDAR TREE, 3.7 METERS (12.6 FEET) EAST-SOUTHEAST OF A
 CK2647'POWER POLE, 16.0 METERS (52.9 FEET) NORTH-NORTHWEST OF A FIRE HYDRANT.
 CK2647'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 CK2647'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-10-20.
 CK2647
 CK2647                          STATION RECOVERY (2001)
 CK2647
 CK2647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2647'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2647
 CK2647                          STATION RECOVERY (2001)
 CK2647
 CK2647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2647'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2648 ***********************************************************************
 CK2648  DESIGNATION -  10 030
 CK2648  PID         -  CK2648
 CK2648  STATE/COUNTY-  SC/CHARLESTON
 CK2648  USGS QUAD   -  LEGAREVILLE (1971)
 CK2648
 CK2648                         *CURRENT SURVEY CONTROL
 CK2648  ___________________________________________________________________
 CK2648* NAD 83(1986)-  32 41 56.     (N)    080 04 13.     (W)     SCALED    
 CK2648* NAVD 88     -         4.220  (meters)      13.85   (feet)  ADJUSTED  
 CK2648  ___________________________________________________________________
 CK2648  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CK2648  DYNAMIC HT  -           4.216 (meters)      13.83  (feet)  COMP
 CK2648  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CK2648
 CK2648  VERT ORDER  -  FIRST     CLASS II
 CK2648
 CK2648.The horizontal coordinates were scaled from a topographic map and have
 CK2648.an estimated accuracy of +/- 6 seconds.
 CK2648
 CK2648.The orthometric height was determined by differential leveling
 CK2648.and adjusted by the National Geodetic Survey in June 1991..
 CK2648
 CK2648.The geoid height was determined by GEOID03.
 CK2648
 CK2648.The dynamic height is computed by dividing the NAVD 88
 CK2648.geopotential number by the normal gravity value computed on the
 CK2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2648.degrees latitude (g = 980.6199 gals.).
 CK2648
 CK2648.The modeled gravity was interpolated from observed gravity values.
 CK2648
 CK2648;                    North         East    Units  Estimated Accuracy
 CK2648;SPC SC       -    96,380.      696,770.      MT  (+/- 180 meters Scaled)
 CK2648
 CK2648                          SUPERSEDED SURVEY CONTROL
 CK2648
 CK2648  NGVD 29 (03/21/89)    4.518  (m)           14.82   (f) ADJUSTED    1 2
 CK2648
 CK2648.Superseded values are not recommended for survey control.
 CK2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2648.See file dsdata.txt to determine how the superseded data were derived.
 CK2648
 CK2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS871182(NAD 83)
 CK2648_MARKER: DB = BENCH MARK DISK
 CK2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2648_SP_SET: CONCRETE POST
 CK2648_STAMPING: VERT 10 030 1983
 CK2648_MARK LOGO: SCGS  
 CK2648_PROJECTION: FLUSH
 CK2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2648+STABILITY: SURFACE MOTION
 CK2648
 CK2648  HISTORY     - Date     Condition        Report By
 CK2648  HISTORY     - 1983     MONUMENTED       SCGS
 CK2648  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2648  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2648
 CK2648                          STATION DESCRIPTION
 CK2648
 CK2648'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2648'13.5 KM (8.4 MI) SW FROM SAINT ANDREWS.
 CK2648'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2648'JOHNS ISLAND POST OFFICE, THENCE 2.9 KILOMETERS (1.85 MILES) SOUTH
 CK2648'ALONG COUNTY ROAD S-10-20, SET IN THE NORTHEAST ANGLE OF THE
 CK2648'INTERSECTION OF A FIELD ACCESS ROAD, 19.2 METERS (63.0 FEET) SOUTH OF
 CK2648'A FIRE HYDRANT, 11.0 METERS (36.0 FEET) EAST-SOUTHEAST OF THE CENTER
 CK2648'LINE OF COUNTY ROAD S-10-20, 4.3 METERS (14.0 FEET) NORTH-NORTHEAST OF
 CK2648'THE APPROXIMATE CENTER OF THE FIELD ACCESS ROAD, 4.9 METERS (16.5
 CK2648'FEET) SOUTHWEST OF A 24-INCH BLAZED PINE TREE.
 CK2648'THE MARK IS 0.90 METERS  ESE FROM A WITNESS POST.
 CK2648'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-10-20.
 CK2648
 CK2648                          STATION RECOVERY (2001)
 CK2648
 CK2648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2648'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2648
 CK2648                          STATION RECOVERY (2001)
 CK2648
 CK2648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2648'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2643 ***********************************************************************
 CK2643  DESIGNATION -  10 031
 CK2643  PID         -  CK2643
 CK2643  STATE/COUNTY-  SC/CHARLESTON
 CK2643  USGS QUAD   -  LEGAREVILLE (1971)
 CK2643
 CK2643                         *CURRENT SURVEY CONTROL
 CK2643  ___________________________________________________________________
 CK2643* NAD 83(1986)-  32 43 31.     (N)    080 05 54.     (W)     SCALED    
 CK2643* NAVD 88     -         6.698  (meters)      21.98   (feet)  ADJUSTED  
 CK2643  ___________________________________________________________________
 CK2643  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 CK2643  DYNAMIC HT  -           6.691 (meters)      21.95  (feet)  COMP
 CK2643  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 CK2643
 CK2643  VERT ORDER  -  FIRST     CLASS II
 CK2643
 CK2643.The horizontal coordinates were scaled from a topographic map and have
 CK2643.an estimated accuracy of +/- 6 seconds.
 CK2643
 CK2643.The orthometric height was determined by differential leveling
 CK2643.and adjusted by the National Geodetic Survey in June 1991..
 CK2643
 CK2643.The geoid height was determined by GEOID03.
 CK2643
 CK2643.The dynamic height is computed by dividing the NAVD 88
 CK2643.geopotential number by the normal gravity value computed on the
 CK2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2643.degrees latitude (g = 980.6199 gals.).
 CK2643
 CK2643.The modeled gravity was interpolated from observed gravity values.
 CK2643
 CK2643;                    North         East    Units  Estimated Accuracy
 CK2643;SPC SC       -    99,290.      694,120.      MT  (+/- 180 meters Scaled)
 CK2643
 CK2643                          SUPERSEDED SURVEY CONTROL
 CK2643
 CK2643  NGVD 29 (03/21/89)    6.996  (m)           22.95   (f) ADJUSTED    1 2
 CK2643
 CK2643.Superseded values are not recommended for survey control.
 CK2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2643.See file dsdata.txt to determine how the superseded data were derived.
 CK2643
 CK2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS844211(NAD 83)
 CK2643_MARKER: DD = SURVEY DISK
 CK2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2643_SP_SET: CONCRETE POST
 CK2643_STAMPING: VERT 10 031 1983
 CK2643_MARK LOGO: SCGS  
 CK2643_PROJECTION: FLUSH
 CK2643_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2643+STABILITY: SURFACE MOTION
 CK2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2643+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1998
 CK2643
 CK2643  HISTORY     - Date     Condition        Report By
 CK2643  HISTORY     - 1983     MONUMENTED       SCGS
 CK2643  HISTORY     - 19980511 GOOD             SCGS
 CK2643
 CK2643                          STATION DESCRIPTION
 CK2643
 CK2643'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2643'12.1 KM (7.5 MI) SW FROM SAINT ANDREWS.
 CK2643'9.0 KILOMETERS (5.6 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2643'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2643'WEST OF SAINT ANDREWS, SET IN FRONT OF THE ST. JOHNS NO 9 SCHOOL,
 CK2643'71.7 METERS (235.4 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY
 CK2643'ROAD S-10-20, 50.0 METERS (164.0 FEET) SOUTHEAST OF THE APPROXIMATE
 CK2643'CENTER OF COUNTY ROAD S-10-2149, 19.0 METERS (62.4 FEET)
 CK2643'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE MAIN ENTRANCE DOORS TO
 CK2643'THE SCHOOL, 1.8 METERS (6.0 FEET) NORTH-NORTHEAST OF THE NORTH FACE OF
 CK2643'THE SCHOOL BUILDING.
 CK2643'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-20.
 CK2643
 CK2643                          STATION RECOVERY (1998)
 CK2643
 CK2643'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2643'STATION IS LOCATED ON JOHNS ISLAND, 10.35 MILES (16.66 KM) WEST
 CK2643'SOUTHWEST OF CHARLESTON.  OWNERSHIP--ST.  JOHNS HIGH SCHOOL.  TO REACH
 CK2643'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 700 (MAYBANK HIGHWAY)
 CK2643'AND 171 (FOLLY ROAD) ON JAMES ISLAND, GO WEST NORTHWEST ON HIGHWAY 700
 CK2643'FOR 7.1 MILES (11.4 KM) TO THE JUNCTION OF STATE ROAD 20 (MAIN ROAD) ,
 CK2643'TURN RIGHT ON ROAD 20 FOR 1.05 MILES (1.69 KM) TO THE STATION ON THE
 CK2643'LEFT IN FRONT OF THE ST.  JOHNS HIGH SCHOOL.  STATION IS A CONCRETE
 CK2643'POST FLUSH WITH THE GROUND, 6.0 FEET (1.8 M) NORTH NORTHEAST OF THE
 CK2643'NORTH FACE OF THE SCHOOL BUILDING, 235.4 FEET (71.8 M) SOUTH SOUTHWEST
 CK2643'OF THE CENTER OF ROAD 20, 62.4 FEET (19.0 M) WEST NORTHWEST OF THE
 CK2643'CENTER OF THE MAIN DOUBLE ENTRANCE DOORS, 87.9 FEET (26.8 M) WEST
 CK2643'SOUTHWEST OF A FLAG POLE, 7.2 FEET (2.2 M) SOUTH SOUTHWEST OF THE
 CK2643'SOUTHWEST EDGE OF THE SIDEWALK IN FRONT OF THE SCHOOL.  RECOVERED BY
 CK2643'C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2646 ***********************************************************************
 CK2646  DESIGNATION -  10 032
 CK2646  PID         -  CK2646
 CK2646  STATE/COUNTY-  SC/CHARLESTON
 CK2646  USGS QUAD   -  LEGAREVILLE (1971)
 CK2646
 CK2646                         *CURRENT SURVEY CONTROL
 CK2646  ___________________________________________________________________
 CK2646* NAD 83(1986)-  32 44 21.     (N)    080 06 22.     (W)     SCALED    
 CK2646* NAVD 88     -         4.206  (meters)      13.80   (feet)  ADJUSTED  
 CK2646  ___________________________________________________________________
 CK2646  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 CK2646  DYNAMIC HT  -           4.201 (meters)      13.78  (feet)  COMP
 CK2646  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 CK2646
 CK2646  VERT ORDER  -  FIRST     CLASS II
 CK2646
 CK2646.The horizontal coordinates were scaled from a topographic map and have
 CK2646.an estimated accuracy of +/- 6 seconds.
 CK2646
 CK2646.The orthometric height was determined by differential leveling
 CK2646.and adjusted by the National Geodetic Survey in June 1991..
 CK2646
 CK2646.The geoid height was determined by GEOID03.
 CK2646
 CK2646.The dynamic height is computed by dividing the NAVD 88
 CK2646.geopotential number by the normal gravity value computed on the
 CK2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2646.degrees latitude (g = 980.6199 gals.).
 CK2646
 CK2646.The modeled gravity was interpolated from observed gravity values.
 CK2646
 CK2646;                    North         East    Units  Estimated Accuracy
 CK2646;SPC SC       -   100,820.      693,370.      MT  (+/- 180 meters Scaled)
 CK2646
 CK2646                          SUPERSEDED SURVEY CONTROL
 CK2646
 CK2646  NGVD 29 (03/21/89)    4.503  (m)           14.77   (f) ADJUSTED    1 2
 CK2646
 CK2646.Superseded values are not recommended for survey control.
 CK2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2646.See file dsdata.txt to determine how the superseded data were derived.
 CK2646
 CK2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS837227(NAD 83)
 CK2646_MARKER: DB = BENCH MARK DISK
 CK2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2646_SP_SET: CONCRETE POST
 CK2646_STAMPING: VERT 10 032 1983
 CK2646_MARK LOGO: SCGS  
 CK2646_PROJECTION: RECESSED 7 CENTIMETERS
 CK2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2646+STABILITY: SURFACE MOTION
 CK2646
 CK2646  HISTORY     - Date     Condition        Report By
 CK2646  HISTORY     - 1983     MONUMENTED       SCGS
 CK2646  HISTORY     - 20010331 GOOD             NGS
 CK2646  HISTORY     - 20011210 GOOD             NGS
 CK2646
 CK2646                          STATION DESCRIPTION
 CK2646
 CK2646'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2646'11.3 KM (7.0 MI) SW FROM SAINT ANDREWS.
 CK2646'7.1 KILOMETERS (4.4 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2646'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2646'WEST OF SAINT ANDREWS, SET NEAR A POWER POLE IN FRONT OF A GROUP OF
 CK2646'SMALL CINDER BLOCK HOUSES, 22.3 METERS (73.4 FEET) NORTH OF A 24-INCH
 CK2646'BLAZED OAK TREE, 10.1 METERS (33.3 FEET) WEST OF THE CENTERLINE OF
 CK2646'COUNTY ROAD S-10-20, 11.3 METERS (37.5 FEET) EAST-NORTHEAST OF THE
 CK2646'NORTHEAST CORNER OF THE MOST SOUTHERLY CINDER BLOCK HOUSE, 1.1 METERS
 CK2646'(3.8 FEET) SOUTH OF THE POWER POLE.
 CK2646'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-20.
 CK2646
 CK2646                          STATION RECOVERY (2001)
 CK2646
 CK2646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2646'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2646
 CK2646                          STATION RECOVERY (2001)
 CK2646
 CK2646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2646'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2645 ***********************************************************************
 CK2645  DESIGNATION -  10 033
 CK2645  PID         -  CK2645
 CK2645  STATE/COUNTY-  SC/CHARLESTON
 CK2645  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2645
 CK2645                         *CURRENT SURVEY CONTROL
 CK2645  ___________________________________________________________________
 CK2645* NAD 83(1986)-  32 45 21.     (N)    080 06 20.     (W)     SCALED    
 CK2645* NAVD 88     -         4.376  (meters)      14.36   (feet)  ADJUSTED  
 CK2645  ___________________________________________________________________
 CK2645  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 CK2645  DYNAMIC HT  -           4.371 (meters)      14.34  (feet)  COMP
 CK2645  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 CK2645
 CK2645  VERT ORDER  -  FIRST     CLASS II
 CK2645
 CK2645.The horizontal coordinates were scaled from a topographic map and have
 CK2645.an estimated accuracy of +/- 6 seconds.
 CK2645
 CK2645.The orthometric height was determined by differential leveling
 CK2645.and adjusted by the National Geodetic Survey in June 1991..
 CK2645
 CK2645.The geoid height was determined by GEOID03.
 CK2645
 CK2645.The dynamic height is computed by dividing the NAVD 88
 CK2645.geopotential number by the normal gravity value computed on the
 CK2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2645.degrees latitude (g = 980.6199 gals.).
 CK2645
 CK2645.The modeled gravity was interpolated from observed gravity values.
 CK2645
 CK2645;                    North         East    Units  Estimated Accuracy
 CK2645;SPC SC       -   102,670.      693,410.      MT  (+/- 180 meters Scaled)
 CK2645
 CK2645                          SUPERSEDED SURVEY CONTROL
 CK2645
 CK2645  NGVD 29 (03/21/89)    4.673  (m)           15.33   (f) ADJUSTED    1 2
 CK2645
 CK2645.Superseded values are not recommended for survey control.
 CK2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2645.See file dsdata.txt to determine how the superseded data were derived.
 CK2645
 CK2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS837245(NAD 83)
 CK2645_MARKER: DB = BENCH MARK DISK
 CK2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2645_SP_SET: CONCRETE POST
 CK2645_STAMPING: VERT 10 033 1983
 CK2645_MARK LOGO: SCGS  
 CK2645_PROJECTION: RECESSED 7 CENTIMETERS
 CK2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2645+STABILITY: SURFACE MOTION
 CK2645
 CK2645  HISTORY     - Date     Condition        Report By
 CK2645  HISTORY     - 1983     MONUMENTED       SCGS
 CK2645  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 CK2645
 CK2645                          STATION DESCRIPTION
 CK2645
 CK2645'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2645'10.0 KM (6.2 MI) SW FROM SAINT ANDREWS.
 CK2645'5.3 KILOMETERS (3.3 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2645'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2645'WEST OF SAINT ANDREWS, THENCE 0.1 KILOMETER (0.05 MILE) EAST ALONG A
 CK2645'SAND ROAD, SET BETWEEN TWO POWER POLES AT THE NORTHWEST CORNER OF THE
 CK2645'STONO BAPTIST CHURCH, 49.1 METERS (161.0 FEET) NORTH-NORTHWEST OF THE
 CK2645'APPROXIMATE CENTER OF THE SAND ROAD, 7.3 METERS (24.1 FEET) WEST OF
 CK2645'THE NORTHWEST CORNER OF THE CHURCH, 2.7 METERS (9.0 FEET)
 CK2645'SOUTH-SOUTHWEST OF A POWER POLE WITH STREET LIGHT, 1.2 METERS (4.0
 CK2645'FEET) NORTH OF A POWER POLE THAT SERVICES THE CHURCH.
 CK2645'THE MARK IS 0.30 M BELOW SAND ROAD.
 CK2645
 CK2645                          STATION RECOVERY (1995)
 CK2645
 CK2645'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2644 ***********************************************************************
 CK2644  DESIGNATION -  10 034
 CK2644  PID         -  CK2644
 CK2644  STATE/COUNTY-  SC/CHARLESTON
 CK2644  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2644
 CK2644                         *CURRENT SURVEY CONTROL
 CK2644  ___________________________________________________________________
 CK2644* NAD 83(1986)-  32 46 00.     (N)    080 06 24.     (W)     SCALED    
 CK2644* NAVD 88     -         2.921  (meters)       9.58   (feet)  ADJUSTED  
 CK2644  ___________________________________________________________________
 CK2644  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 CK2644  DYNAMIC HT  -           2.917 (meters)       9.57  (feet)  COMP
 CK2644  MODELED GRAV-     979,536.7   (mgal)                       NAVD 88
 CK2644
 CK2644  VERT ORDER  -  FIRST     CLASS II
 CK2644
 CK2644.The horizontal coordinates were scaled from a topographic map and have
 CK2644.an estimated accuracy of +/- 6 seconds.
 CK2644
 CK2644.The orthometric height was determined by differential leveling
 CK2644.and adjusted by the National Geodetic Survey in June 1991..
 CK2644
 CK2644.The geoid height was determined by GEOID03.
 CK2644
 CK2644.The dynamic height is computed by dividing the NAVD 88
 CK2644.geopotential number by the normal gravity value computed on the
 CK2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2644.degrees latitude (g = 980.6199 gals.).
 CK2644
 CK2644.The modeled gravity was interpolated from observed gravity values.
 CK2644
 CK2644;                    North         East    Units  Estimated Accuracy
 CK2644;SPC SC       -   103,870.      693,300.      MT  (+/- 180 meters Scaled)
 CK2644
 CK2644                          SUPERSEDED SURVEY CONTROL
 CK2644
 CK2644  NGVD 29 (03/21/89)    3.217  (m)           10.55   (f) ADJUSTED    1 2
 CK2644
 CK2644.Superseded values are not recommended for survey control.
 CK2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2644.See file dsdata.txt to determine how the superseded data were derived.
 CK2644
 CK2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS836257(NAD 83)
 CK2644_MARKER: DB = BENCH MARK DISK
 CK2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2644_SP_SET: CONCRETE POST
 CK2644_STAMPING: VERT 10 034 1983
 CK2644_MARK LOGO: SCGS  
 CK2644_PROJECTION: RECESSED 7 CENTIMETERS
 CK2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2644+STABILITY: SURFACE MOTION
 CK2644
 CK2644  HISTORY     - Date     Condition        Report By
 CK2644  HISTORY     - 1983     MONUMENTED       SCGS
 CK2644  HISTORY     - 19950612 GOOD             USPSQD
 CK2644
 CK2644                          STATION DESCRIPTION
 CK2644
 CK2644'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2644'10.0 KM (6.2 MI) SW FROM SAINT ANDREWS.
 CK2644'4.0 KILOMETERS (2.5 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2644'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2644'WEST OF SAINT ANDREWS, SET IN THE SOUTH ANGLE OF THE INTERSECTION OF
 CK2644'COUNTY ROAD S-10-2143, 27.0 METERS (87.2 FEET) EAST-NORTHEAST OF A
 CK2644'FIRE HYDRANT, 22.7 METERS (74.8 FEET) NORTH OF THE NORTH CORNER OF A
 CK2644'ONE-STORY CINDER BLOCK HOUSE, 13.1 METERS (43.0 FEET) SOUTHWEST OF THE
 CK2644'APPROXIMATE CENTER OF COUNTY ROAD S-10-2143, 15.0 METERS (49.8 FEET)
 CK2644'EAST OF THE CENTERLINE OF COUNTY ROAD S-10-20, 3.5 METERS (11.9 FEET)
 CK2644'NORTHEAST OF A POWER POLE.
 CK2644'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-20.
 CK2644
 CK2644                          STATION RECOVERY (1995)
 CK2644
 CK2644'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2619 ***********************************************************************
 CK2619  DESIGNATION -  10 035
 CK2619  PID         -  CK2619
 CK2619  STATE/COUNTY-  SC/CHARLESTON
 CK2619  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2619
 CK2619                         *CURRENT SURVEY CONTROL
 CK2619  ___________________________________________________________________
 CK2619* NAD 83(1986)-  32 46 42.     (N)    080 06 22.     (W)     SCALED    
 CK2619* NAVD 88     -         2.684  (meters)       8.81   (feet)  ADJUSTED  
 CK2619  ___________________________________________________________________
 CK2619  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK2619  DYNAMIC HT  -           2.681 (meters)       8.80  (feet)  COMP
 CK2619  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CK2619
 CK2619  VERT ORDER  -  FIRST     CLASS II
 CK2619
 CK2619.The horizontal coordinates were scaled from a topographic map and have
 CK2619.an estimated accuracy of +/- 6 seconds.
 CK2619
 CK2619.The orthometric height was determined by differential leveling
 CK2619.and adjusted by the National Geodetic Survey in June 1991..
 CK2619
 CK2619.The geoid height was determined by GEOID03.
 CK2619
 CK2619.The dynamic height is computed by dividing the NAVD 88
 CK2619.geopotential number by the normal gravity value computed on the
 CK2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2619.degrees latitude (g = 980.6199 gals.).
 CK2619
 CK2619.The modeled gravity was interpolated from observed gravity values.
 CK2619
 CK2619;                    North         East    Units  Estimated Accuracy
 CK2619;SPC SC       -   105,160.      693,340.      MT  (+/- 180 meters Scaled)
 CK2619
 CK2619                          SUPERSEDED SURVEY CONTROL
 CK2619
 CK2619  NGVD 29 (03/21/89)    2.980  (m)            9.78   (f) ADJUSTED    1 2
 CK2619
 CK2619.Superseded values are not recommended for survey control.
 CK2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2619.See file dsdata.txt to determine how the superseded data were derived.
 CK2619
 CK2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS837270(NAD 83)
 CK2619_MARKER: DB = BENCH MARK DISK
 CK2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2619_SP_SET: CONCRETE POST
 CK2619_STAMPING: VERT 10 035 1983
 CK2619_MARK LOGO: SCGS  
 CK2619_PROJECTION: RECESSED 7 CENTIMETERS
 CK2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2619+STABILITY: SURFACE MOTION
 CK2619
 CK2619  HISTORY     - Date     Condition        Report By
 CK2619  HISTORY     - 1983     MONUMENTED       SCGS
 CK2619  HISTORY     - 1993     MARK NOT FOUND   USPSQD
 CK2619  HISTORY     - 19930101 MARK NOT FOUND   USPSQD
 CK2619  HISTORY     - 20010331 GOOD             NGS
 CK2619  HISTORY     - 20011210 GOOD             NGS
 CK2619
 CK2619                          STATION DESCRIPTION
 CK2619
 CK2619'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2619'9.6 KM (6.0 MI) SW FROM SAINT ANDREWS.
 CK2619'2.8 KILOMETERS (1.75 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2619'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2619'WEST OF SAINT ANDREWS, SET NEAR A POWER POLE IN THE FRONT YARD OF A
 CK2619'ONE-STORY RED BRICK HOUSE, 55.3 METERS (181.6 FEET) SOUTH-SOUTHWEST OF
 CK2619'THE SOUTHWEST CORNER OF A (STOP-N-GO FOOD STORE), 33.9 METERS (111.7
 CK2619'FEET) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 41.0 METERS
 CK2619'(134.0 FEET) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 CK2619'32.3 METERS (106.0 FEET) EAST OF THE CENTERLINE OF COUNTY ROAD
 CK2619'S-10-20, 1.8 METERS (6.2 FEET) SOUTHWEST OF A POWER POLE.
 CK2619'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-20.
 CK2619
 CK2619                          STATION RECOVERY (1993)
 CK2619
 CK2619'RECOVERY NOTE BY US POWER SQUADRON 1993
 CK2619'MARK NOT FOUND.
 CK2619
 CK2619                          STATION RECOVERY (1993)
 CK2619
 CK2619'RECOVERY NOTE BY US POWER SQUADRON 1993
 CK2619'MARK NOT FOUND.
 CK2619
 CK2619                          STATION RECOVERY (2001)
 CK2619
 CK2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2619'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2619
 CK2619                          STATION RECOVERY (2001)
 CK2619
 CK2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2619'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2620 ***********************************************************************
 CK2620  DESIGNATION -  10 036
 CK2620  PID         -  CK2620
 CK2620  STATE/COUNTY-  SC/CHARLESTON
 CK2620  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2620
 CK2620                         *CURRENT SURVEY CONTROL
 CK2620  ___________________________________________________________________
 CK2620* NAD 83(1986)-  32 46 16.     (N)    080 06 58.     (W)     SCALED    
 CK2620* NAVD 88     -         2.688  (meters)       8.82   (feet)  ADJUSTED  
 CK2620  ___________________________________________________________________
 CK2620  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2620  DYNAMIC HT  -           2.686 (meters)       8.81  (feet)  COMP
 CK2620  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CK2620
 CK2620  VERT ORDER  -  FIRST     CLASS II
 CK2620
 CK2620.The horizontal coordinates were scaled from a topographic map and have
 CK2620.an estimated accuracy of +/- 6 seconds.
 CK2620
 CK2620.The orthometric height was determined by differential leveling
 CK2620.and adjusted by the National Geodetic Survey in June 1991..
 CK2620
 CK2620.The geoid height was determined by GEOID03.
 CK2620
 CK2620.The dynamic height is computed by dividing the NAVD 88
 CK2620.geopotential number by the normal gravity value computed on the
 CK2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2620.degrees latitude (g = 980.6199 gals.).
 CK2620
 CK2620.The modeled gravity was interpolated from observed gravity values.
 CK2620
 CK2620;                    North         East    Units  Estimated Accuracy
 CK2620;SPC SC       -   104,360.      692,410.      MT  (+/- 180 meters Scaled)
 CK2620
 CK2620                          SUPERSEDED SURVEY CONTROL
 CK2620
 CK2620  NGVD 29 (03/21/89)    2.985  (m)            9.79   (f) ADJUSTED    1 2
 CK2620
 CK2620.Superseded values are not recommended for survey control.
 CK2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2620.See file dsdata.txt to determine how the superseded data were derived.
 CK2620
 CK2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS827262(NAD 83)
 CK2620_MARKER: DB = BENCH MARK DISK
 CK2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2620_SP_SET: CONCRETE POST
 CK2620_STAMPING: VERT 10 036 1983
 CK2620_MARK LOGO: SCGS  
 CK2620_PROJECTION: FLUSH
 CK2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2620+STABILITY: SURFACE MOTION
 CK2620
 CK2620  HISTORY     - Date     Condition        Report By
 CK2620  HISTORY     - 1983     MONUMENTED       SCGS
 CK2620  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 CK2620
 CK2620                          STATION DESCRIPTION
 CK2620
 CK2620'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2620'10.9 KM (6.8 MI) SW FROM SAINT ANDREWS.
 CK2620'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2620'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2620'WEST OF SAINT ANDREWS, THENCE 1.3 KILOMETERS (0.8 MILE) WEST ALONG
 CK2620'COUNTY ROAD S-10-54, SET NEAR A WIRE FENCE AT THE ENTRANCE TO A FIELD,
 CK2620'27.7 METERS (91.0 FEET) NORTH-NORTHEAST OF POWER POLE NUMBER 14, 8.5
 CK2620'METERS (28.0 FEET) NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-10-54,
 CK2620'3.4 METERS (11.0 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A
 CK2620'STEEL GATE ENTRANCE, 0.9 METER (3.0 FEET) WEST OF A CORNER FENCE POST
 CK2620'WITH A WITNESS SIGN ATTACHED.
 CK2620'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-54.
 CK2620
 CK2620                          STATION RECOVERY (1995)
 CK2620
 CK2620'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2621 ***********************************************************************
 CK2621  DESIGNATION -  10 037
 CK2621  PID         -  CK2621
 CK2621  STATE/COUNTY-  SC/CHARLESTON
 CK2621  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2621
 CK2621                         *CURRENT SURVEY CONTROL
 CK2621  ___________________________________________________________________
 CK2621* NAD 83(1986)-  32 45 32.     (N)    080 07 27.     (W)     SCALED    
 CK2621* NAVD 88     -         2.039  (meters)       6.69   (feet)  ADJUSTED  
 CK2621  ___________________________________________________________________
 CK2621  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 CK2621  DYNAMIC HT  -           2.037 (meters)       6.68  (feet)  COMP
 CK2621  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 CK2621
 CK2621  VERT ORDER  -  FIRST     CLASS II
 CK2621
 CK2621.The horizontal coordinates were scaled from a topographic map and have
 CK2621.an estimated accuracy of +/- 6 seconds.
 CK2621
 CK2621.The orthometric height was determined by differential leveling
 CK2621.and adjusted by the National Geodetic Survey in June 1991..
 CK2621
 CK2621.The geoid height was determined by GEOID03.
 CK2621
 CK2621.The dynamic height is computed by dividing the NAVD 88
 CK2621.geopotential number by the normal gravity value computed on the
 CK2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2621.degrees latitude (g = 980.6199 gals.).
 CK2621
 CK2621.The modeled gravity was interpolated from observed gravity values.
 CK2621
 CK2621;                    North         East    Units  Estimated Accuracy
 CK2621;SPC SC       -   102,990.      691,660.      MT  (+/- 180 meters Scaled)
 CK2621
 CK2621                          SUPERSEDED SURVEY CONTROL
 CK2621
 CK2621  NGVD 29 (03/21/89)    2.336  (m)            7.66   (f) ADJUSTED    1 2
 CK2621
 CK2621.Superseded values are not recommended for survey control.
 CK2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2621.See file dsdata.txt to determine how the superseded data were derived.
 CK2621
 CK2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS820248(NAD 83)
 CK2621_MARKER: DB = BENCH MARK DISK
 CK2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2621_SP_SET: CONCRETE POST
 CK2621_STAMPING: VERT 10 037 1983
 CK2621_MARK LOGO: SCGS  
 CK2621_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2621+STABILITY: SURFACE MOTION
 CK2621
 CK2621  HISTORY     - Date     Condition        Report By
 CK2621  HISTORY     - 1983     MONUMENTED       SCGS
 CK2621  HISTORY     - 19950612 GOOD             USPSQD
 CK2621
 CK2621                          STATION DESCRIPTION
 CK2621
 CK2621'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2621'12.4 KM (7.7 MI) SW FROM SAINT ANDREWS.
 CK2621'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2621'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2621'WEST OF SAINT ANDREWS, THENCE 2.7 KILOMETERS (1.7 MILES) WEST ALONG
 CK2621'COUNTY ROAD S-10-54, SET NEAR A POWER POLE ON THE NORTHWEST SIDE OF
 CK2621'THE ROAD, 8.5 METERS (28.0 FEET) EAST-SOUTHEAST OF A 24-INCH BLAZED
 CK2621'PINE TREE, 7.9 METERS (26.0 FEET) WEST-NORTHWEST OF THE CENTERLINE OF
 CK2621'COUNTY ROAD S-10-54, 1.9 METERS (6.2 FEET) SOUTH-SOUTHWEST OF THE
 CK2621'POWER POLE.
 CK2621'THE MARK IS 0.60 METERS  NNE FROM A WITNESS POST.
 CK2621'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-54.
 CK2621
 CK2621                          STATION RECOVERY (1995)
 CK2621
 CK2621'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2624 ***********************************************************************
 CK2624  DESIGNATION -  10 038
 CK2624  PID         -  CK2624
 CK2624  STATE/COUNTY-  SC/CHARLESTON
 CK2624  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2624
 CK2624                         *CURRENT SURVEY CONTROL
 CK2624  ___________________________________________________________________
 CK2624* NAD 83(1986)-  32 44 47.     (N)    080 07 57.     (W)     SCALED    
 CK2624* NAVD 88     -         4.452  (meters)      14.61   (feet)  ADJUSTED  
 CK2624  ___________________________________________________________________
 CK2624  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 CK2624  DYNAMIC HT  -           4.447 (meters)      14.59  (feet)  COMP
 CK2624  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CK2624
 CK2624  VERT ORDER  -  FIRST     CLASS II
 CK2624
 CK2624.The horizontal coordinates were scaled from a topographic map and have
 CK2624.an estimated accuracy of +/- 6 seconds.
 CK2624
 CK2624.The orthometric height was determined by differential leveling
 CK2624.and adjusted by the National Geodetic Survey in June 1991..
 CK2624
 CK2624.The geoid height was determined by GEOID03.
 CK2624
 CK2624.The dynamic height is computed by dividing the NAVD 88
 CK2624.geopotential number by the normal gravity value computed on the
 CK2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2624.degrees latitude (g = 980.6199 gals.).
 CK2624
 CK2624.The modeled gravity was interpolated from observed gravity values.
 CK2624
 CK2624;                    North         East    Units  Estimated Accuracy
 CK2624;SPC SC       -   101,600.      690,900.      MT  (+/- 180 meters Scaled)
 CK2624
 CK2624                          SUPERSEDED SURVEY CONTROL
 CK2624
 CK2624  NGVD 29 (03/21/89)    4.748  (m)           15.58   (f) ADJUSTED    1 2
 CK2624
 CK2624.Superseded values are not recommended for survey control.
 CK2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2624.See file dsdata.txt to determine how the superseded data were derived.
 CK2624
 CK2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS812235(NAD 83)
 CK2624_MARKER: DB = BENCH MARK DISK
 CK2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2624_SP_SET: CONCRETE POST
 CK2624_STAMPING: VERT 10 038 1983
 CK2624_MARK LOGO: SCGS  
 CK2624_PROJECTION: RECESSED 7 CENTIMETERS
 CK2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2624+STABILITY: SURFACE MOTION
 CK2624
 CK2624  HISTORY     - Date     Condition        Report By
 CK2624  HISTORY     - 1983     MONUMENTED       SCGS
 CK2624  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2624  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2624
 CK2624                          STATION DESCRIPTION
 CK2624
 CK2624'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2624'14.0 KM (8.7 MI) SW FROM SAINT ANDREWS.
 CK2624'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2624'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2624'WEST OF SAINT ANDREWS, THENCE 4.25 KILOMETERS (2.65 MILES) WEST ALONG
 CK2624'COUNTY ROAD S-10-54, SET NEAR A POWER POLE IN THE NORTHWEST ANGLE OF
 CK2624'THE INTERSECTION OF A SAND DRIVE, 46.6 METERS (153.0 FEET) SOUTH OF
 CK2624'THE WEST CORNER OF A SMALL CINDER BLOCK HOUSE, 8.7 METERS (28.5 FEET)
 CK2624'WEST-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-10-54, 4.3 METERS
 CK2624'(14.0 FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND
 CK2624'DRIVE, 0.8 METER (2.6 FEET) EAST-NORTHEAST OF THE POWER POLE,
 CK2624'1.2 METERS (4.1 FEET) NORTH OF A TELEPHONE JUNCTION BOX.
 CK2624'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-10-54.
 CK2624
 CK2624                          STATION RECOVERY (2001)
 CK2624
 CK2624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2624'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2624
 CK2624                          STATION RECOVERY (2001)
 CK2624
 CK2624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2624'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2629 ***********************************************************************
 CK2629  DESIGNATION -  10 039
 CK2629  PID         -  CK2629
 CK2629  STATE/COUNTY-  SC/CHARLESTON
 CK2629  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2629
 CK2629                         *CURRENT SURVEY CONTROL
 CK2629  ___________________________________________________________________
 CK2629* NAD 83(1986)-  32 44 18.     (N)    080 08 54.     (W)     SCALED    
 CK2629* NAVD 88     -         3.630  (meters)      11.91   (feet)  ADJUSTED  
 CK2629  ___________________________________________________________________
 CK2629  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2629  DYNAMIC HT  -           3.626 (meters)      11.90  (feet)  COMP
 CK2629  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 CK2629
 CK2629  VERT ORDER  -  FIRST     CLASS II
 CK2629
 CK2629.The horizontal coordinates were scaled from a topographic map and have
 CK2629.an estimated accuracy of +/- 6 seconds.
 CK2629
 CK2629.The orthometric height was determined by differential leveling
 CK2629.and adjusted by the National Geodetic Survey in June 1991..
 CK2629
 CK2629.The geoid height was determined by GEOID03.
 CK2629
 CK2629.The dynamic height is computed by dividing the NAVD 88
 CK2629.geopotential number by the normal gravity value computed on the
 CK2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2629.degrees latitude (g = 980.6199 gals.).
 CK2629
 CK2629.The modeled gravity was interpolated from observed gravity values.
 CK2629
 CK2629;                    North         East    Units  Estimated Accuracy
 CK2629;SPC SC       -   100,700.      689,420.      MT  (+/- 180 meters Scaled)
 CK2629
 CK2629                          SUPERSEDED SURVEY CONTROL
 CK2629
 CK2629  NGVD 29 (03/21/89)    3.927  (m)           12.88   (f) ADJUSTED    1 2
 CK2629
 CK2629.Superseded values are not recommended for survey control.
 CK2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2629.See file dsdata.txt to determine how the superseded data were derived.
 CK2629
 CK2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS797226(NAD 83)
 CK2629_MARKER: DB = BENCH MARK DISK
 CK2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2629_SP_SET: CONCRETE POST
 CK2629_STAMPING: VERT 10 039 1983
 CK2629_MARK LOGO: SCGS  
 CK2629_PROJECTION: RECESSED 7 CENTIMETERS
 CK2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2629+STABILITY: SURFACE MOTION
 CK2629
 CK2629  HISTORY     - Date     Condition        Report By
 CK2629  HISTORY     - 1983     MONUMENTED       SCGS
 CK2629  HISTORY     - 20010331 GOOD             NGS
 CK2629  HISTORY     - 20011210 GOOD             NGS
 CK2629
 CK2629                          STATION DESCRIPTION
 CK2629
 CK2629'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2629'15.8 KM (9.8 MI) SW FROM SAINT ANDREWS.
 CK2629'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2629'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2629'WEST OF SAINT ANDREWS, THENCE 6.1 KILOMETERS (3.8 MILES) WEST ALONG
 CK2629'COUNTY ROAD S-10-54, SET NEAR A TELEPHONE JUNCTION BOX AT THE WEST END
 CK2629'OF A WOODEN FENCE, 39.6 METERS (130.0 FEET) WEST-SOUTHWEST OF THE
 CK2629'APPROXIMATE CENTER OF A SAND DRIVE, 20.1 METERS (66.0 FEET) SOUTHWEST
 CK2629'OF A POWER POLE, 5.6 METERS (18.5 FEET) EAST-SOUTHEAST OF THE WEST END
 CK2629'OF THE WOODEN FENCE, 8.0 METERS (26.5 FEET) NORTH-NORTHWEST OF THE
 CK2629'CENTERLINE OF COUNTY ROAD S-10-54, 1.5 METERS (5.0 FEET)
 CK2629'NORTH-NORTHWEST OF THE TELEPHONE JUNCTION BOX.
 CK2629'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-54.
 CK2629
 CK2629                          STATION RECOVERY (2001)
 CK2629
 CK2629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2629'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2629
 CK2629                          STATION RECOVERY (2001)
 CK2629
 CK2629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2629'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2414 ***********************************************************************
 CK2414  DESIGNATION -  10 040
 CK2414  PID         -  CK2414
 CK2414  STATE/COUNTY-  SC/CHARLESTON
 CK2414  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2414
 CK2414                         *CURRENT SURVEY CONTROL
 CK2414  ___________________________________________________________________
 CK2414* NAD 83(1986)-  32 48 08.     (N)    080 06 34.     (W)     SCALED    
 CK2414* NAVD 88     -         2.707  (meters)       8.88   (feet)  ADJUSTED  
 CK2414  ___________________________________________________________________
 CK2414  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 CK2414  DYNAMIC HT  -           2.704 (meters)       8.87  (feet)  COMP
 CK2414  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 CK2414
 CK2414  VERT ORDER  -  FIRST     CLASS II
 CK2414
 CK2414.The horizontal coordinates were scaled from a topographic map and have
 CK2414.an estimated accuracy of +/- 6 seconds.
 CK2414
 CK2414.The orthometric height was determined by differential leveling
 CK2414.and adjusted by the National Geodetic Survey in June 1991..
 CK2414
 CK2414.The geoid height was determined by GEOID03.
 CK2414
 CK2414.The dynamic height is computed by dividing the NAVD 88
 CK2414.geopotential number by the normal gravity value computed on the
 CK2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2414.degrees latitude (g = 980.6199 gals.).
 CK2414
 CK2414.The modeled gravity was interpolated from observed gravity values.
 CK2414
 CK2414;                    North         East    Units  Estimated Accuracy
 CK2414;SPC SC       -   107,810.      693,000.      MT  (+/- 180 meters Scaled)
 CK2414
 CK2414                          SUPERSEDED SURVEY CONTROL
 CK2414
 CK2414  NGVD 29 (03/21/89)    3.003  (m)            9.85   (f) ADJUSTED    1 2
 CK2414
 CK2414.Superseded values are not recommended for survey control.
 CK2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2414.See file dsdata.txt to determine how the superseded data were derived.
 CK2414
 CK2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS833297(NAD 83)
 CK2414_MARKER: DB = BENCH MARK DISK
 CK2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2414_SP_SET: CONCRETE POST
 CK2414_STAMPING: VERT 10 040 1983
 CK2414_MARK LOGO: SCGS  
 CK2414_PROJECTION: RECESSED 7 CENTIMETERS
 CK2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2414+STABILITY: SURFACE MOTION
 CK2414
 CK2414  HISTORY     - Date     Condition        Report By
 CK2414  HISTORY     - 1983     MONUMENTED       SCGS
 CK2414  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 CK2414  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 CK2414  HISTORY     - 20010310 MARK NOT FOUND   USPSQD
 CK2414
 CK2414                          STATION DESCRIPTION
 CK2414
 CK2414'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2414'9.6 KM (6.0 MI) WEST FROM SAINT ANDREWS.
 CK2414'7.2 KILOMETERS (4.5 MILES) WEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2414'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET IN THE SOUTHWEST
 CK2414'ANGLE OF THE INTERSECTION OF COUNTY ROAD S-10-20, BY A LIGHT POLE NEAR
 CK2414'A CHAIN LINK FENCE, 56.2 METERS (184.5 FEET) WEST-NORTHWEST OF THE
 CK2414'CENTERLINE OF COUNTY ROAD S-10-20, 34.3 METERS (112.7 FEET)
 CK2414'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S.
 CK2414'HIGHWAY 17, 15.5 METERS (51.0 FEET) NORTH-NORTHWEST OF THE NORTHWEST
 CK2414'CORNER OF A QUICK STOP FOOD STORE (A BRICK BUILDING), 1.4 METERS (4.8
 CK2414'FEET) NORTH-NORTHEAST OF POWER POLE NUMBER 273749 WITH A YARD LIGHT,
 CK2414'1.7 METERS (5.7 FEET) EAST-NORTHEAST OF THE CHAIN LINK FENCE.
 CK2414'THE MARK IS 1.5 M ABOVE U.S. HIGHWAY 17.
 CK2414
 CK2414                          STATION RECOVERY (1991)
 CK2414
 CK2414'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2414'MARK NOT FOUND.
 CK2414
 CK2414                          STATION RECOVERY (1995)
 CK2414
 CK2414'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2414'MARK NOT FOUND.
 CK2414
 CK2414                          STATION RECOVERY (2001)
 CK2414
 CK2414'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2412 ***********************************************************************
 CK2412  DESIGNATION -  10 041
 CK2412  PID         -  CK2412
 CK2412  STATE/COUNTY-  SC/CHARLESTON
 CK2412  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2412
 CK2412                         *CURRENT SURVEY CONTROL
 CK2412  ___________________________________________________________________
 CK2412* NAD 83(1986)-  32 47 51.     (N)    080 05 09.     (W)     SCALED    
 CK2412* NAVD 88     -         2.177  (meters)       7.14   (feet)  ADJUSTED  
 CK2412  ___________________________________________________________________
 CK2412  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 CK2412  DYNAMIC HT  -           2.174 (meters)       7.13  (feet)  COMP
 CK2412  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 CK2412
 CK2412  VERT ORDER  -  FIRST     CLASS II
 CK2412
 CK2412.The horizontal coordinates were scaled from a topographic map and have
 CK2412.an estimated accuracy of +/- 6 seconds.
 CK2412
 CK2412.The orthometric height was determined by differential leveling
 CK2412.and adjusted by the National Geodetic Survey in June 1991..
 CK2412
 CK2412.The geoid height was determined by GEOID03.
 CK2412
 CK2412.The dynamic height is computed by dividing the NAVD 88
 CK2412.geopotential number by the normal gravity value computed on the
 CK2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2412.degrees latitude (g = 980.6199 gals.).
 CK2412
 CK2412.The modeled gravity was interpolated from observed gravity values.
 CK2412
 CK2412;                    North         East    Units  Estimated Accuracy
 CK2412;SPC SC       -   107,310.      695,220.      MT  (+/- 180 meters Scaled)
 CK2412
 CK2412                          SUPERSEDED SURVEY CONTROL
 CK2412
 CK2412  NGVD 29 (03/21/89)    2.473  (m)            8.11   (f) ADJUSTED    1 2
 CK2412
 CK2412.Superseded values are not recommended for survey control.
 CK2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2412.See file dsdata.txt to determine how the superseded data were derived.
 CK2412
 CK2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS855292(NAD 83)
 CK2412_MARKER: DB = BENCH MARK DISK
 CK2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2412_SP_SET: CONCRETE POST
 CK2412_STAMPING: VERT 10 041 1983
 CK2412_MARK LOGO: SCGS  
 CK2412_PROJECTION: RECESSED 7 CENTIMETERS
 CK2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2412+STABILITY: SURFACE MOTION
 CK2412
 CK2412  HISTORY     - Date     Condition        Report By
 CK2412  HISTORY     - 1983     MONUMENTED       SCGS
 CK2412  HISTORY     - 19910606 GOOD             USPSQD
 CK2412  HISTORY     - 19950802 GOOD             USPSQD
 CK2412
 CK2412                          STATION DESCRIPTION
 CK2412
 CK2412'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2412'7.4 KM (4.6 MI) WEST FROM SAINT ANDREWS.
 CK2412'5.0 KILOMETERS (3.1 MILES) WEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2412'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR A POWER POLE IN
 CK2412'THE FRONT YARD OF A TWO-STORY CINDER BLOCK HOUSE, 25.4 METERS (83.5
 CK2412'FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 14.5 METERS
 CK2412'(47.5 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE
 CK2412'OF U.S. HIGHWAY 17, 13.1 METERS (43.0 FEET) SOUTHEAST OF THE
 CK2412'APPROXIMATE CENTER OF A SAND DRIVE LEADING TO THE HOUSE, 1.3 METERS
 CK2412'(4.4 FEET) SOUTH-SOUTHWEST OF POWER POLE NUMBER A966, 3.2 METERS (10.6
 CK2412'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A SMALL DITCH
 CK2412'RUNNING NORTH AND SOUTH.
 CK2412'THE MARK IS 0.6 M BELOW U.S. HIGHWAY 17.
 CK2412
 CK2412                          STATION RECOVERY (1991)
 CK2412
 CK2412'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2412'RECOVERED IN GOOD CONDITION.
 CK2412
 CK2412                          STATION RECOVERY (1995)
 CK2412
 CK2412'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2408 ***********************************************************************
 CK2408  DESIGNATION -  10 042
 CK2408  PID         -  CK2408
 CK2408  STATE/COUNTY-  SC/CHARLESTON
 CK2408  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2408
 CK2408                         *CURRENT SURVEY CONTROL
 CK2408  ___________________________________________________________________
 CK2408* NAD 83(1986)-  32 47 41.     (N)    080 04 03.     (W)     SCALED    
 CK2408* NAVD 88     -         2.917  (meters)       9.57   (feet)  ADJUSTED  
 CK2408  ___________________________________________________________________
 CK2408  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 CK2408  DYNAMIC HT  -           2.914 (meters)       9.56  (feet)  COMP
 CK2408  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 CK2408
 CK2408  VERT ORDER  -  FIRST     CLASS II
 CK2408
 CK2408.The horizontal coordinates were scaled from a topographic map and have
 CK2408.an estimated accuracy of +/- 6 seconds.
 CK2408
 CK2408.The orthometric height was determined by differential leveling
 CK2408.and adjusted by the National Geodetic Survey in June 1991..
 CK2408
 CK2408.The geoid height was determined by GEOID03.
 CK2408
 CK2408.The dynamic height is computed by dividing the NAVD 88
 CK2408.geopotential number by the normal gravity value computed on the
 CK2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2408.degrees latitude (g = 980.6199 gals.).
 CK2408
 CK2408.The modeled gravity was interpolated from observed gravity values.
 CK2408
 CK2408;                    North         East    Units  Estimated Accuracy
 CK2408;SPC SC       -   107,010.      696,940.      MT  (+/- 180 meters Scaled)
 CK2408
 CK2408                          SUPERSEDED SURVEY CONTROL
 CK2408
 CK2408  NGVD 29 (03/21/89)    3.214  (m)           10.54   (f) ADJUSTED    1 2
 CK2408
 CK2408.Superseded values are not recommended for survey control.
 CK2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2408.See file dsdata.txt to determine how the superseded data were derived.
 CK2408
 CK2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS873289(NAD 83)
 CK2408_MARKER: DB = BENCH MARK DISK
 CK2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2408_SP_SET: CONCRETE POST
 CK2408_STAMPING: VERT 10 042 1983
 CK2408_MARK LOGO: SCGS  
 CK2408_PROJECTION: FLUSH
 CK2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2408+STABILITY: SURFACE MOTION
 CK2408
 CK2408  HISTORY     - Date     Condition        Report By
 CK2408  HISTORY     - 1983     MONUMENTED       SCGS
 CK2408  HISTORY     - 19910606 GOOD             USPSQD
 CK2408  HISTORY     - 19950114 GOOD             USPSQD
 CK2408
 CK2408                          STATION DESCRIPTION
 CK2408
 CK2408'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2408'5.6 KM (3.5 MI) WEST FROM SAINT ANDREWS.
 CK2408'3.2 KILOMETERS (2.0 MILES) WEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2408'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR A BRICK
 CK2408'MONUMENT IN THE FRONT YARD OF THE U.S.D.A. VEGETABLE BREEDING
 CK2408'LABORATORY, 39.2 METERS (128.7 FEET) NORTH-NORTHEAST OF THE NORTHWEST
 CK2408'CORNER OF THE VEGETABLE BREEDING LABORATORY BUILDING, 22.9 METERS
 CK2408'(75.0 FEET) NORTH OF A FLAG POLE, 25.7 METERS (84.3 FEET)
 CK2408'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S.
 CK2408'HIGHWAY 17, 12.0 METERS (39.8 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 CK2408'CENTER OF A PAVED DRIVE LEADING TO THE LABORATORY, 1.9 METERS (6.4
 CK2408'FEET) WEST-NORTHWEST OF THE BRICK MONUMENT.
 CK2408'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 17.
 CK2408
 CK2408                          STATION RECOVERY (1991)
 CK2408
 CK2408'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2408'RECOVERED IN GOOD CONDITION.
 CK2408
 CK2408                          STATION RECOVERY (1995)
 CK2408
 CK2408'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2406 ***********************************************************************
 CK2406  DESIGNATION -  10 043
 CK2406  PID         -  CK2406
 CK2406  STATE/COUNTY-  SC/CHARLESTON
 CK2406  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2406
 CK2406                         *CURRENT SURVEY CONTROL
 CK2406  ___________________________________________________________________
 CK2406* NAD 83(1986)-  32 47 36.     (N)    080 03 11.     (W)     SCALED    
 CK2406* NAVD 88     -         4.302  (meters)      14.11   (feet)  ADJUSTED  
 CK2406  ___________________________________________________________________
 CK2406  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK2406  DYNAMIC HT  -           4.297 (meters)      14.10  (feet)  COMP
 CK2406  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CK2406
 CK2406  VERT ORDER  -  FIRST     CLASS II
 CK2406
 CK2406.The horizontal coordinates were scaled from a topographic map and have
 CK2406.an estimated accuracy of +/- 6 seconds.
 CK2406
 CK2406.The orthometric height was determined by differential leveling
 CK2406.and adjusted by the National Geodetic Survey in June 1991..
 CK2406
 CK2406.The geoid height was determined by GEOID03.
 CK2406
 CK2406.The dynamic height is computed by dividing the NAVD 88
 CK2406.geopotential number by the normal gravity value computed on the
 CK2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2406.degrees latitude (g = 980.6199 gals.).
 CK2406
 CK2406.The modeled gravity was interpolated from observed gravity values.
 CK2406
 CK2406;                    North         East    Units  Estimated Accuracy
 CK2406;SPC SC       -   106,870.      698,290.      MT  (+/- 180 meters Scaled)
 CK2406
 CK2406                          SUPERSEDED SURVEY CONTROL
 CK2406
 CK2406  NGVD 29 (03/21/89)    4.599  (m)           15.09   (f) ADJUSTED    1 2
 CK2406
 CK2406.Superseded values are not recommended for survey control.
 CK2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2406.See file dsdata.txt to determine how the superseded data were derived.
 CK2406
 CK2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS886287(NAD 83)
 CK2406_MARKER: DB = BENCH MARK DISK
 CK2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2406_SP_SET: CONCRETE POST
 CK2406_STAMPING: VERT 10 043 1983
 CK2406_MARK LOGO: SCGS  
 CK2406_PROJECTION: RECESSED 7 CENTIMETERS
 CK2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2406+STABILITY: SURFACE MOTION
 CK2406
 CK2406  HISTORY     - Date     Condition        Report By
 CK2406  HISTORY     - 1983     MONUMENTED       SCGS
 CK2406  HISTORY     - 19950114 GOOD             USPSQD
 CK2406
 CK2406                          STATION DESCRIPTION
 CK2406
 CK2406'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2406'4.2 KM (2.6 MI) WEST FROM SAINT ANDREWS.
 CK2406'1.8 KILOMETERS (1.1 MILES) WEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2406'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR THE SOUTHWEST
 CK2406'CORNER OF A BRICK CLASSROOM BUILDING ON THE EAST SIDE OF A SEVENTH DAY
 CK2406'ADVENTIST CHURCH, 52.2 METERS (171.3 FEET) NORTH-NORTHEAST OF THE
 CK2406'CENTERLINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 17, 31.7 METERS
 CK2406'(104.0 FEET) NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 19.3
 CK2406'METERS (63.3 FEET) WEST-NORTHWEST OF POWER POLE NUMBER 148365 WITH A
 CK2406'STREET LIGHT, 1.4 METERS (4.9 FEET) WEST-NORTHWEST OF THE SOUTHWEST
 CK2406'CORNER OF THE CLASSROOM BUILDING, 6.8 METERS (22.3 FEET)
 CK2406'EAST-SOUTHEAST OF THE EDGE OF A 5-FOOT SIDEWALK.
 CK2406'THE MARK IS 1.80 M ABOVE U.S. HIGHWAY 17.
 CK2406
 CK2406                          STATION RECOVERY (1995)
 CK2406
 CK2406'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2404 ***********************************************************************
 CK2404  DESIGNATION -  10 044
 CK2404  PID         -  CK2404
 CK2404  STATE/COUNTY-  SC/CHARLESTON
 CK2404  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2404
 CK2404                         *CURRENT SURVEY CONTROL
 CK2404  ___________________________________________________________________
 CK2404* NAD 83(1986)-  32 47 31.     (N)    080 02 33.     (W)     SCALED    
 CK2404* NAVD 88     -         2.185  (meters)       7.17   (feet)  ADJUSTED  
 CK2404  ___________________________________________________________________
 CK2404  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 CK2404  DYNAMIC HT  -           2.183 (meters)       7.16  (feet)  COMP
 CK2404  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 CK2404
 CK2404  VERT ORDER  -  FIRST     CLASS II
 CK2404
 CK2404.The horizontal coordinates were scaled from a topographic map and have
 CK2404.an estimated accuracy of +/- 6 seconds.
 CK2404
 CK2404.The orthometric height was determined by differential leveling
 CK2404.and adjusted by the National Geodetic Survey in June 1991..
 CK2404
 CK2404.The geoid height was determined by GEOID03.
 CK2404
 CK2404.The dynamic height is computed by dividing the NAVD 88
 CK2404.geopotential number by the normal gravity value computed on the
 CK2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2404.degrees latitude (g = 980.6199 gals.).
 CK2404
 CK2404.The modeled gravity was interpolated from observed gravity values.
 CK2404
 CK2404;                    North         East    Units  Estimated Accuracy
 CK2404;SPC SC       -   106,730.      699,280.      MT  (+/- 180 meters Scaled)
 CK2404
 CK2404                          SUPERSEDED SURVEY CONTROL
 CK2404
 CK2404  NGVD 29 (03/21/89)    2.483  (m)            8.15   (f) ADJUSTED    1 2
 CK2404
 CK2404.Superseded values are not recommended for survey control.
 CK2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2404.See file dsdata.txt to determine how the superseded data were derived.
 CK2404
 CK2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS896286(NAD 83)
 CK2404_MARKER: DB = BENCH MARK DISK
 CK2404_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CK2404_SP_SET: IN FOUNDATION
 CK2404_STAMPING: VERT 10 044 1983
 CK2404_MARK LOGO: SCGS  
 CK2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2404+STABILITY: SURFACE MOTION
 CK2404
 CK2404  HISTORY     - Date     Condition        Report By
 CK2404  HISTORY     - 1983     MONUMENTED       SCGS
 CK2404  HISTORY     - 19910606 GOOD             USPSQD
 CK2404  HISTORY     - 19950114 GOOD             USPSQD
 CK2404
 CK2404                          STATION DESCRIPTION
 CK2404
 CK2404'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2404'3.1 KM (1.95 MI) WEST FROM SAINT ANDREWS.
 CK2404'0.7 KILOMETER (0.45 MILE) WEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 CK2404'OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET IN THE SOUTHWEST CORNER OF A
 CK2404'CEMENT FOUNDATION OF A BRICK BUILDING USED AS A SEWER PUMPING STATION,
 CK2404'13.8 METERS (45.2 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CK2404'SOUTHBOUND LANE OF U.S. HIGHWAY 17, 7.1 METERS (23.2 FEET) SOUTHEAST
 CK2404'OF POWER POLE NUMBER 275040, 2.8 METERS (9.2 FEET) SOUTH-SOUTHEAST OF
 CK2404'THE SOUTHWEST CORNER OF THE BRICK BUILDING.
 CK2404'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 17.
 CK2404
 CK2404                          STATION RECOVERY (1991)
 CK2404
 CK2404'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2404'RECOVERED IN GOOD CONDITION.
 CK2404
 CK2404                          STATION RECOVERY (1995)
 CK2404
 CK2404'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2395 ***********************************************************************
 CK2395  DESIGNATION -  10 046
 CK2395  PID         -  CK2395
 CK2395  STATE/COUNTY-  SC/CHARLESTON
 CK2395  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2395
 CK2395                         *CURRENT SURVEY CONTROL
 CK2395  ___________________________________________________________________
 CK2395* NAD 83(1986)-  32 47 28.     (N)    080 01 12.     (W)     SCALED    
 CK2395* NAVD 88     -         5.822  (meters)      19.10   (feet)  ADJUSTED  
 CK2395  ___________________________________________________________________
 CK2395  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 CK2395  DYNAMIC HT  -           5.816 (meters)      19.08  (feet)  COMP
 CK2395  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CK2395
 CK2395  VERT ORDER  -  FIRST     CLASS II
 CK2395
 CK2395.The horizontal coordinates were scaled from a topographic map and have
 CK2395.an estimated accuracy of +/- 6 seconds.
 CK2395
 CK2395.The orthometric height was determined by differential leveling
 CK2395.and adjusted by the National Geodetic Survey in June 1991..
 CK2395
 CK2395.The geoid height was determined by GEOID03.
 CK2395
 CK2395.The dynamic height is computed by dividing the NAVD 88
 CK2395.geopotential number by the normal gravity value computed on the
 CK2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2395.degrees latitude (g = 980.6199 gals.).
 CK2395
 CK2395.The modeled gravity was interpolated from observed gravity values.
 CK2395
 CK2395;                    North         East    Units  Estimated Accuracy
 CK2395;SPC SC       -   106,650.      701,390.      MT  (+/- 180 meters Scaled)
 CK2395
 CK2395                          SUPERSEDED SURVEY CONTROL
 CK2395
 CK2395  NGVD 29 (03/21/89)    6.121  (m)           20.08   (f) ADJUSTED    1 2
 CK2395
 CK2395.Superseded values are not recommended for survey control.
 CK2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2395.See file dsdata.txt to determine how the superseded data were derived.
 CK2395
 CK2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS917285(NAD 83)
 CK2395_MARKER: DB = BENCH MARK DISK
 CK2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2395_SP_SET: CONCRETE POST
 CK2395_STAMPING: VERT 10 046 1983
 CK2395_MARK LOGO: SCGS  
 CK2395_PROJECTION: RECESSED 7 CENTIMETERS
 CK2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2395+STABILITY: SURFACE MOTION
 CK2395
 CK2395  HISTORY     - Date     Condition        Report By
 CK2395  HISTORY     - 1983     MONUMENTED       SCGS
 CK2395  HISTORY     - 19910604 GOOD             USPSQD
 CK2395  HISTORY     - 20010331 GOOD             NGS
 CK2395  HISTORY     - 20011210 GOOD             NGS
 CK2395
 CK2395                          STATION DESCRIPTION
 CK2395
 CK2395'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2395'1.0 KM (0.6 MI) WEST FROM SAINT ANDREWS.
 CK2395'1.3 KILOMETERS (0.80 MILE) EAST ALONG U.S. HIGHWAY 17 FROM THE
 CK2395'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, THENCE 0.2 KILOMETER
 CK2395'(0.15 MILE) NORTH ALONG COUNTY ROAD S-10-26, SET AT THE WEST CORNER OF
 CK2395'A SMALL BRICK BUILDING IN FRONT OF THE SAINT ANDREWS PARISH HIGH
 CK2395'SCHOOL, 42.1 METERS (138.0 FEET) EAST-NORTHEAST OF THE FLAG POLE, 43.4
 CK2395'METERS (142.5 FEET) NORTHWEST OF THE CENTERLINE OF WAPOO ROAD, 11.3
 CK2395'METERS (37.0 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVE
 CK2395'LEADING IN FRONT OF THE NEW SCHOOL BUILDING, 1.9 METERS (6.5 FEET)
 CK2395'WEST-NORTHWEST OF THE WEST CORNER OF THE BRICK BUILDING, 8.5 METERS
 CK2395'(28.0 FEET) SOUTH-SOUTHWEST OF POWER POLE NUMBER 41386.
 CK2395'THE MARK IS ABOVE LEVEL WITH WAPOO ROAD.
 CK2395
 CK2395                          STATION RECOVERY (1991)
 CK2395
 CK2395'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2395'RECOVERED IN GOOD CONDITION.
 CK2395
 CK2395                          STATION RECOVERY (2001)
 CK2395
 CK2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2395
 CK2395                          STATION RECOVERY (2001)
 CK2395
 CK2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2339 ***********************************************************************
 CK2339  DESIGNATION -  10 047
 CK2339  PID         -  CK2339
 CK2339  STATE/COUNTY-  SC/CHARLESTON
 CK2339  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2339
 CK2339                         *CURRENT SURVEY CONTROL
 CK2339  ___________________________________________________________________
 CK2339* NAD 83(1986)-  32 47 13.     (N)    080 00 46.     (W)     SCALED    
 CK2339* NAVD 88     -         4.592  (meters)      15.07   (feet)  ADJUSTED  
 CK2339  ___________________________________________________________________
 CK2339  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 CK2339  DYNAMIC HT  -           4.587 (meters)      15.05  (feet)  COMP
 CK2339  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CK2339
 CK2339  VERT ORDER  -  FIRST     CLASS II
 CK2339
 CK2339.The horizontal coordinates were scaled from a topographic map and have
 CK2339.an estimated accuracy of +/- 6 seconds.
 CK2339
 CK2339.The orthometric height was determined by differential leveling
 CK2339.and adjusted by the National Geodetic Survey in June 1991..
 CK2339
 CK2339.The geoid height was determined by GEOID03.
 CK2339
 CK2339.The dynamic height is computed by dividing the NAVD 88
 CK2339.geopotential number by the normal gravity value computed on the
 CK2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2339.degrees latitude (g = 980.6199 gals.).
 CK2339
 CK2339.The modeled gravity was interpolated from observed gravity values.
 CK2339
 CK2339;                    North         East    Units  Estimated Accuracy
 CK2339;SPC SC       -   106,200.      702,070.      MT  (+/- 180 meters Scaled)
 CK2339
 CK2339                          SUPERSEDED SURVEY CONTROL
 CK2339
 CK2339  NGVD 29 (03/21/89)    4.891  (m)           16.05   (f) ADJUSTED    1 2
 CK2339
 CK2339.Superseded values are not recommended for survey control.
 CK2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2339.See file dsdata.txt to determine how the superseded data were derived.
 CK2339
 CK2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS924280(NAD 83)
 CK2339_MARKER: DB = BENCH MARK DISK
 CK2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2339_SP_SET: CONCRETE POST
 CK2339_STAMPING: VERT 10 047 1983
 CK2339_MARK LOGO: SCGS  
 CK2339_PROJECTION: RECESSED 7 CENTIMETERS
 CK2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2339+STABILITY: SURFACE MOTION
 CK2339
 CK2339  HISTORY     - Date     Condition        Report By
 CK2339  HISTORY     - 1983     MONUMENTED       SCGS
 CK2339  HISTORY     - 19910604 MARK NOT FOUND   USPSQD
 CK2339  HISTORY     - 20010331 GOOD             NGS
 CK2339  HISTORY     - 20011210 GOOD             NGS
 CK2339
 CK2339                          STATION DESCRIPTION
 CK2339
 CK2339'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2339'IN SAINT ANDREWS.
 CK2339'2.1 KILOMETERS (1.3 MILE) EAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 CK2339'OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET ON THE EAST SIDE OF A
 CK2339'SOUTHERN BELL TELEPHONE BUILDING AND INSIDE THE FENCE, 19.6 METERS
 CK2339'(64.4 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 CK2339'OF U.S. HIGHWAY 17, 33.4 METERS (109.6 FEET) SOUTH-SOUTHEAST OF THE
 CK2339'NORTHEAST CORNER OF THE BUILDING, 4.6 METERS (15.0 FEET)
 CK2339'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE EAST DRIVE LEADING
 CK2339'BEHIND THE BUILDING, 4.6 METERS (15.0 FEET) NORTHWEST OF THE SOUTHEAST
 CK2339'CORNER OF A CHAIN LINK FENCE AND A BRICK WALL, 15.0 METERS (48.5 FEET)
 CK2339'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING.
 CK2339'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 17.
 CK2339
 CK2339                          STATION RECOVERY (1991)
 CK2339
 CK2339'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2339'MARK NOT FOUND.
 CK2339
 CK2339                          STATION RECOVERY (2001)
 CK2339
 CK2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2339
 CK2339                          STATION RECOVERY (2001)
 CK2339
 CK2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2338 ***********************************************************************
 CK2338  DESIGNATION -  10 048
 CK2338  PID         -  CK2338
 CK2338  STATE/COUNTY-  SC/CHARLESTON
 CK2338  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2338
 CK2338                         *CURRENT SURVEY CONTROL
 CK2338  ___________________________________________________________________
 CK2338* NAD 83(1986)-  32 47 04.     (N)    080 00 04.     (W)     SCALED    
 CK2338* NAVD 88     -         3.565  (meters)      11.70   (feet)  ADJUSTED  
 CK2338  ___________________________________________________________________
 CK2338  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 CK2338  DYNAMIC HT  -           3.561 (meters)      11.68  (feet)  COMP
 CK2338  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 CK2338
 CK2338  VERT ORDER  -  FIRST     CLASS II
 CK2338
 CK2338.The horizontal coordinates were scaled from a topographic map and have
 CK2338.an estimated accuracy of +/- 6 seconds.
 CK2338
 CK2338.The orthometric height was determined by differential leveling
 CK2338.and adjusted by the National Geodetic Survey in June 1991..
 CK2338
 CK2338.The geoid height was determined by GEOID03.
 CK2338
 CK2338.The dynamic height is computed by dividing the NAVD 88
 CK2338.geopotential number by the normal gravity value computed on the
 CK2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2338.degrees latitude (g = 980.6199 gals.).
 CK2338
 CK2338.The modeled gravity was interpolated from observed gravity values.
 CK2338
 CK2338;                    North         East    Units  Estimated Accuracy
 CK2338;SPC SC       -   105,930.      703,170.      MT  (+/- 180 meters Scaled)
 CK2338
 CK2338                          SUPERSEDED SURVEY CONTROL
 CK2338
 CK2338  NGVD 29 (03/21/89)    3.864  (m)           12.68   (f) ADJUSTED    1 2
 CK2338
 CK2338.Superseded values are not recommended for survey control.
 CK2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2338.See file dsdata.txt to determine how the superseded data were derived.
 CK2338
 CK2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS935278(NAD 83)
 CK2338_MARKER: DB = BENCH MARK DISK
 CK2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2338_SP_SET: CONCRETE POST
 CK2338_STAMPING: VERT 10 048 1983
 CK2338_MARK LOGO: SCGS  
 CK2338_PROJECTION: RECESSED 7 CENTIMETERS
 CK2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2338+STABILITY: SURFACE MOTION
 CK2338
 CK2338  HISTORY     - Date     Condition        Report By
 CK2338  HISTORY     - 1983     MONUMENTED       SCGS
 CK2338  HISTORY     - 19910604 GOOD             USPSQD
 CK2338  HISTORY     - 20010331 GOOD             NGS
 CK2338  HISTORY     - 20011210 GOOD             NGS
 CK2338
 CK2338                          STATION DESCRIPTION
 CK2338
 CK2338'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2338'IN SAINT ANDREWS.
 CK2338'3.1 KILOMETERS (1.95 MILES) EAST ALONG U.S. HIGHWAY 17 FROM THE
 CK2338'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR A 90-INCH OAK
 CK2338'TREE IN BETWEEN RAYMOND A. KNIGHT JR. REAL ESTATE AND RALEIGH
 CK2338'BICYCLES, 16.2 METERS (53.0 FEET) SOUTH OF THE CENTERLINE OF THE
 CK2338'NORTHBOUND LANE OF U.S. HIGHWAY 17, 18.0 METERS (59.0 FEET)
 CK2338'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE REAL ESTATE BUILDING,
 CK2338'3.7 METERS (12.0 FEET) SOUTH OF THE 90-INCH OAK TREE, 5.8 METERS (19.1
 CK2338'FEET) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE BICYCLE BUILDING,
 CK2338'11.3 METERS (37.0 FEET) SOUTHEAST OF A TELEPHONE POLE AND POWER POLE
 CK2338'NUMBER 285895.
 CK2338'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 17.
 CK2338
 CK2338                          STATION RECOVERY (1991)
 CK2338
 CK2338'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2338'RECOVERED IN GOOD CONDITION.
 CK2338
 CK2338                          STATION RECOVERY (2001)
 CK2338
 CK2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2338
 CK2338                          STATION RECOVERY (2001)
 CK2338
 CK2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0470 ***********************************************************************
 CJ0470  DESIGNATION -  10 049
 CJ0470  PID         -  CJ0470
 CJ0470  STATE/COUNTY-  SC/CHARLESTON
 CJ0470  USGS QUAD   -  CHARLESTON (1983)
 CJ0470
 CJ0470                         *CURRENT SURVEY CONTROL
 CJ0470  ___________________________________________________________________
 CJ0470* NAD 83(1986)-  32 46 58.     (N)    079 59 34.     (W)     SCALED    
 CJ0470* NAVD 88     -         2.332  (meters)       7.65   (feet)  ADJUSTED  
 CJ0470  ___________________________________________________________________
 CJ0470  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CJ0470  DYNAMIC HT  -           2.330 (meters)       7.64  (feet)  COMP
 CJ0470  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 CJ0470
 CJ0470  VERT ORDER  -  FIRST     CLASS II
 CJ0470
 CJ0470.The horizontal coordinates were scaled from a topographic map and have
 CJ0470.an estimated accuracy of +/- 6 seconds.
 CJ0470
 CJ0470.The orthometric height was determined by differential leveling
 CJ0470.and adjusted by the National Geodetic Survey in June 1991..
 CJ0470
 CJ0470.The geoid height was determined by GEOID03.
 CJ0470
 CJ0470.The dynamic height is computed by dividing the NAVD 88
 CJ0470.geopotential number by the normal gravity value computed on the
 CJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0470.degrees latitude (g = 980.6199 gals.).
 CJ0470
 CJ0470.The modeled gravity was interpolated from observed gravity values.
 CJ0470
 CJ0470;                    North         East    Units  Estimated Accuracy
 CJ0470;SPC SC       -   105,760.      703,950.      MT  (+/- 180 meters Scaled)
 CJ0470
 CJ0470                          SUPERSEDED SURVEY CONTROL
 CJ0470
 CJ0470  NGVD 29 (03/21/89)    2.631  (m)            8.63   (f) ADJUSTED    1 2
 CJ0470
 CJ0470.Superseded values are not recommended for survey control.
 CJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0470.See file dsdata.txt to determine how the superseded data were derived.
 CJ0470
 CJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS943276(NAD 83)
 CJ0470_MARKER: DB = BENCH MARK DISK
 CJ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0470_SP_SET: CONCRETE POST
 CJ0470_STAMPING: VERT 10 049 1983
 CJ0470_MARK LOGO: SCGS  
 CJ0470_PROJECTION: FLUSH
 CJ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0470+STABILITY: SURFACE MOTION
 CJ0470
 CJ0470  HISTORY     - Date     Condition        Report By
 CJ0470  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0470  HISTORY     - 19910604 GOOD             USPSQD
 CJ0470
 CJ0470                          STATION DESCRIPTION
 CJ0470
 CJ0470'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0470'IN SAINT ANDREWS.
 CJ0470'3.95 KILOMETERS (2.45 MILES) EAST ALONG U.S. HIGHWAY 17 FROM THE
 CJ0470'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR THE NORTHWEST
 CJ0470'CORNER OF THE ADMINISTRATION BUILDING AT THE ASHLEY RIVER BAPTIST
 CJ0470'CHURCH, 16.2 METERS (53.3 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CJ0470'THE NORTHBOUND LANE OF U.S. HIGHWAY 17, 11.0 METERS (36.5 FEET) SOUTH
 CJ0470'OF A POWER POLE WITH A FIRE ALARM ON IT, 2.5 METERS (8.5 FEET)
 CJ0470'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, 14.0 METERS
 CJ0470'(46.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE MAIN
 CJ0470'ENTRANCE DOOR TO THE ADMINISTRATION BUILDING.
 CJ0470'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 17.
 CJ0470
 CJ0470                          STATION RECOVERY (1991)
 CJ0470
 CJ0470'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CJ0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0469 ***********************************************************************
 CJ0469  DESIGNATION -  10 050
 CJ0469  PID         -  CJ0469
 CJ0469  STATE/COUNTY-  SC/CHARLESTON
 CJ0469  USGS QUAD   -  CHARLESTON (1983)
 CJ0469
 CJ0469                         *CURRENT SURVEY CONTROL
 CJ0469  ___________________________________________________________________
 CJ0469* NAD 83(1986)-  32 46 54.     (N)    079 58 57.     (W)     SCALED    
 CJ0469* NAVD 88     -         3.029  (meters)       9.94   (feet)  ADJUSTED  
 CJ0469  ___________________________________________________________________
 CJ0469  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 CJ0469  DYNAMIC HT  -           3.026 (meters)       9.93  (feet)  COMP
 CJ0469  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 CJ0469
 CJ0469  VERT ORDER  -  FIRST     CLASS II
 CJ0469
 CJ0469.The horizontal coordinates were scaled from a topographic map and have
 CJ0469.an estimated accuracy of +/- 6 seconds.
 CJ0469
 CJ0469.The orthometric height was determined by differential leveling
 CJ0469.and adjusted by the National Geodetic Survey in June 1991..
 CJ0469
 CJ0469.The geoid height was determined by GEOID03.
 CJ0469
 CJ0469.The dynamic height is computed by dividing the NAVD 88
 CJ0469.geopotential number by the normal gravity value computed on the
 CJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0469.degrees latitude (g = 980.6199 gals.).
 CJ0469
 CJ0469.The modeled gravity was interpolated from observed gravity values.
 CJ0469
 CJ0469;                    North         East    Units  Estimated Accuracy
 CJ0469;SPC SC       -   105,640.      704,910.      MT  (+/- 180 meters Scaled)
 CJ0469
 CJ0469                          SUPERSEDED SURVEY CONTROL
 CJ0469
 CJ0469  NGVD 29 (03/21/89)    3.329  (m)           10.92   (f) ADJUSTED    1 2
 CJ0469
 CJ0469.Superseded values are not recommended for survey control.
 CJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0469.See file dsdata.txt to determine how the superseded data were derived.
 CJ0469
 CJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS952275(NAD 83)
 CJ0469_MARKER: DB = BENCH MARK DISK
 CJ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0469_SP_SET: CONCRETE POST
 CJ0469_STAMPING: VERT 10 050 1983
 CJ0469_MARK LOGO: SCGS  
 CJ0469_PROJECTION: FLUSH
 CJ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0469+STABILITY: SURFACE MOTION
 CJ0469
 CJ0469  HISTORY     - Date     Condition        Report By
 CJ0469  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0469  HISTORY     - 19910604 GOOD             USPSQD
 CJ0469
 CJ0469                          STATION DESCRIPTION
 CJ0469
 CJ0469'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0469'IN SAINT ANDREWS.
 CJ0469'4.9 KILOMETERS (3.05 MILES) EAST ALONG U.S. HIGHWAY 17 FROM THE
 CJ0469'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR THE SOUTHWEST
 CJ0469'CORNER OF THE MCCARTHY HALL WHICH IS ON THE EAST SIDE OF THE BLESSED
 CJ0469'SACRAMENT CHURCH, 17.2 METERS (56.4 FEET) NORTH-NORTHEAST OF THE
 CJ0469'CENTERLINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 17, 19.3 METERS
 CJ0469'(63.4 FEET) EAST-NORTHEAST OF POWER POLE NUMBER C-31310 WITH STREET
 CJ0469'LIGHT.  3.2 METERS (10.6 FEET) EAST-SOUTHEAST OF THE SOUTHWEST CORNER
 CJ0469'OF THE MCCARTHY HALL BUILDING, 0.9 METERS (3.0 FEET) SOUTH OF THE
 CJ0469'SOUTH FACE OF THE MCCARTHY HALL BUILDING.
 CJ0469'THE MARK IS 0.6 M BELOW U.S. HIGHWAY 17.
 CJ0469
 CJ0469                          STATION RECOVERY (1991)
 CJ0469
 CJ0469'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CJ0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0372 ***********************************************************************
 CJ0372  DESIGNATION -  10 051
 CJ0372  PID         -  CJ0372
 CJ0372  STATE/COUNTY-  SC/CHARLESTON
 CJ0372  USGS QUAD   -  CHARLESTON (1983)
 CJ0372
 CJ0372                         *CURRENT SURVEY CONTROL
 CJ0372  ___________________________________________________________________
 CJ0372* NAD 83(1986)-  32 46 50.     (N)    079 58 24.     (W)     SCALED    
 CJ0372* NAVD 88     -         3.963  (meters)      13.00   (feet)  ADJUSTED  
 CJ0372  ___________________________________________________________________
 CJ0372  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 CJ0372  DYNAMIC HT  -           3.959 (meters)      12.99  (feet)  COMP
 CJ0372  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 CJ0372
 CJ0372  VERT ORDER  -  FIRST     CLASS II
 CJ0372
 CJ0372.The horizontal coordinates were scaled from a topographic map and have
 CJ0372.an estimated accuracy of +/- 6 seconds.
 CJ0372
 CJ0372.The orthometric height was determined by differential leveling
 CJ0372.and adjusted by the National Geodetic Survey in June 1991..
 CJ0372.WARNING-Repeat measurements at this control monument indicate possible
 CJ0372.vertical movement.
 CJ0372
 CJ0372.The geoid height was determined by GEOID03.
 CJ0372
 CJ0372.The dynamic height is computed by dividing the NAVD 88
 CJ0372.geopotential number by the normal gravity value computed on the
 CJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0372.degrees latitude (g = 980.6199 gals.).
 CJ0372
 CJ0372.The modeled gravity was interpolated from observed gravity values.
 CJ0372
 CJ0372;                    North         East    Units  Estimated Accuracy
 CJ0372;SPC SC       -   105,530.      705,770.      MT  (+/- 180 meters Scaled)
 CJ0372
 CJ0372                          SUPERSEDED SURVEY CONTROL
 CJ0372
 CJ0372  NGVD 29 (05/09/91)    4.264  (m)           13.99   (f) ADJUSTED    1 2
 CJ0372
 CJ0372.Superseded values are not recommended for survey control.
 CJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0372.See file dsdata.txt to determine how the superseded data were derived.
 CJ0372
 CJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS961274(NAD 83)
 CJ0372_MARKER: DD = SURVEY DISK
 CJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0372_SP_SET: CONCRETE POST
 CJ0372_STAMPING: VERT 10 051 1983
 CJ0372_MARK LOGO: SCGS  
 CJ0372_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0372+STABILITY: SURFACE MOTION
 CJ0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0372+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0372
 CJ0372  HISTORY     - Date     Condition        Report By
 CJ0372  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0372  HISTORY     - 1983     GOOD             SCGS
 CJ0372  HISTORY     - 1984     GOOD             SCGS
 CJ0372  HISTORY     - 19900518 GOOD             NGS
 CJ0372
 CJ0372                          STATION DESCRIPTION
 CJ0372
 CJ0372'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0372'IN SAINT ANDREWS.
 CJ0372'6.0 KILOMETERS (3.7 MILES) EAST ALONG U.S. HIGHWAY 17 FROM THE
 CJ0372'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, THENCE 0.1 KILOMETER
 CJ0372'(0.05 MILE) NORTH ALONG STATE HIGHWAY 171, SET NEAR THE NORTHWEST
 CJ0372'CORNER OF THE WESLEY DRIVE OFFICE CENTER, 45.8 METERS (150.4 FEET)
 CJ0372'WEST NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND
 CJ0372'LANE OF STATE HIGHWAY 171, 22.9 METERS (75.4 FEET) SOUTHWEST OF
 CJ0372'THE SOUTHWEST CORNER OF A PRECISION TUNE BUILDING, 7.9 METERS
 CJ0372'(26.1 FEET) WEST NORTHWEST OF THE NORTHWEST CORNER OF THE
 CJ0372'OFFICE BUILDING, 6.4 METERS (21.0 FEET) SOUTH SOUTHWEST OF
 CJ0372'THE APPROXIMATE CENTER OF A PAVED DRIVE LEADING TO THE
 CJ0372'PARKING LOT FOR THE OFFICE BUILDING, 3.0 METERS (10.0 FEET)
 CJ0372'NORTH OF A 70 INCH LONE PINE TREE.
 CJ0372'THE MARK IS ABOVE LEVEL WITH AREA.
 CJ0372
 CJ0372                          STATION RECOVERY (1983)
 CJ0372
 CJ0372'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0372'RECOVERED IN GOOD CONDITION.
 CJ0372
 CJ0372                          STATION RECOVERY (1984)
 CJ0372
 CJ0372'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0372'RECOVERED IN GOOD CONDITION.
 CJ0372
 CJ0372                          STATION RECOVERY (1990)
 CJ0372
 CJ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0376 ***********************************************************************
 CJ0376  DESIGNATION -  10 052
 CJ0376  PID         -  CJ0376
 CJ0376  STATE/COUNTY-  SC/CHARLESTON
 CJ0376  USGS QUAD   -  CHARLESTON (1983)
 CJ0376
 CJ0376                         *CURRENT SURVEY CONTROL
 CJ0376  ___________________________________________________________________
 CJ0376* NAD 83(1986)-  32 47 16.     (N)    079 58 59.     (W)     SCALED    
 CJ0376* NAVD 88     -         3.812  (meters)      12.51   (feet)  ADJUSTED  
 CJ0376  ___________________________________________________________________
 CJ0376  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 CJ0376  DYNAMIC HT  -           3.808 (meters)      12.49  (feet)  COMP
 CJ0376  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 CJ0376
 CJ0376  VERT ORDER  -  FIRST     CLASS II
 CJ0376
 CJ0376.The horizontal coordinates were scaled from a topographic map and have
 CJ0376.an estimated accuracy of +/- 6 seconds.
 CJ0376
 CJ0376.The orthometric height was determined by differential leveling
 CJ0376.and adjusted by the National Geodetic Survey in June 1991..
 CJ0376
 CJ0376.The geoid height was determined by GEOID03.
 CJ0376
 CJ0376.The dynamic height is computed by dividing the NAVD 88
 CJ0376.geopotential number by the normal gravity value computed on the
 CJ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0376.degrees latitude (g = 980.6199 gals.).
 CJ0376
 CJ0376.The modeled gravity was interpolated from observed gravity values.
 CJ0376
 CJ0376;                    North         East    Units  Estimated Accuracy
 CJ0376;SPC SC       -   106,320.      704,850.      MT  (+/- 180 meters Scaled)
 CJ0376
 CJ0376                          SUPERSEDED SURVEY CONTROL
 CJ0376
 CJ0376  NGVD 29 (03/21/89)    4.112  (m)           13.49   (f) ADJUSTED    1 2
 CJ0376
 CJ0376.Superseded values are not recommended for survey control.
 CJ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0376.See file dsdata.txt to determine how the superseded data were derived.
 CJ0376
 CJ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS952282(NAD 83)
 CJ0376_MARKER: DB = BENCH MARK DISK
 CJ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0376_SP_SET: CONCRETE POST
 CJ0376_STAMPING: VERT 10 052 1983
 CJ0376_MARK LOGO: SCGS  
 CJ0376_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0376
 CJ0376  HISTORY     - Date     Condition        Report By
 CJ0376  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0376  HISTORY     - 1983     GOOD             SCGS
 CJ0376  HISTORY     - 1984     GOOD             SCGS
 CJ0376
 CJ0376                          STATION DESCRIPTION
 CJ0376
 CJ0376'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0376'IN SAINT ANDREWS.
 CJ0376'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG STATE HIGHWAY 61 FROM THE
 CJ0376'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR THE NORTH
 CJ0376'CORNER OF A ONE ST0RY BRICK HOUSE IN THE SOUTH ANGLE OF THE
 CJ0376'INTERSECTION OF OAKDALE ROAD, 13.1 METERS (43.0 FEET) SOUTH SOUTHEAST
 CJ0376'OF THE APPROXIMATE CENTER OF OAKDALE ROAD, 16.6 METERS (54.5 FEET)
 CJ0376'SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF STATE
 CJ0376'HIGHWAY 61, 10.5 METERS (34.5 FEET) NORTHEAST OF THE WEST CORNER
 CJ0376'OF THE HOUSE, 2.9 METERS (9.8 FEET) NORTHWEST OF THE NORTH
 CJ0376'CORNER OF THE HOUSE.
 CJ0376'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 61.
 CJ0376
 CJ0376                          STATION RECOVERY (1983)
 CJ0376
 CJ0376'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0376'RECOVERED IN GOOD CONDITION.
 CJ0376
 CJ0376                          STATION RECOVERY (1984)
 CJ0376
 CJ0376'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0489 ***********************************************************************
 CJ0489  DESIGNATION -  10 053
 CJ0489  PID         -  CJ0489
 CJ0489  STATE/COUNTY-  SC/CHARLESTON
 CJ0489  USGS QUAD   -  CHARLESTON (1983)
 CJ0489
 CJ0489                         *CURRENT SURVEY CONTROL
 CJ0489  ___________________________________________________________________
 CJ0489* NAD 83(1986)-  32 47 31.     (N)    079 59 22.     (W)     SCALED    
 CJ0489* NAVD 88     -         5.166  (meters)      16.95   (feet)  ADJUSTED  
 CJ0489  ___________________________________________________________________
 CJ0489  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CJ0489  DYNAMIC HT  -           5.160 (meters)      16.93  (feet)  COMP
 CJ0489  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 CJ0489
 CJ0489  VERT ORDER  -  FIRST     CLASS II
 CJ0489
 CJ0489.The horizontal coordinates were scaled from a topographic map and have
 CJ0489.an estimated accuracy of +/- 6 seconds.
 CJ0489
 CJ0489.The orthometric height was determined by differential leveling
 CJ0489.and adjusted by the National Geodetic Survey in June 1991..
 CJ0489
 CJ0489.The geoid height was determined by GEOID03.
 CJ0489
 CJ0489.The dynamic height is computed by dividing the NAVD 88
 CJ0489.geopotential number by the normal gravity value computed on the
 CJ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0489.degrees latitude (g = 980.6199 gals.).
 CJ0489
 CJ0489.The modeled gravity was interpolated from observed gravity values.
 CJ0489
 CJ0489;                    North         East    Units  Estimated Accuracy
 CJ0489;SPC SC       -   106,770.      704,250.      MT  (+/- 180 meters Scaled)
 CJ0489
 CJ0489                          SUPERSEDED SURVEY CONTROL
 CJ0489
 CJ0489  NGVD 29 (03/21/89)    5.465  (m)           17.93   (f) ADJUSTED    1 2
 CJ0489
 CJ0489.Superseded values are not recommended for survey control.
 CJ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0489.See file dsdata.txt to determine how the superseded data were derived.
 CJ0489
 CJ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS946286(NAD 83)
 CJ0489_MARKER: DB = BENCH MARK DISK
 CJ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0489_SP_SET: CONCRETE POST
 CJ0489_STAMPING: VERT 10 053 1983
 CJ0489_MARK LOGO: SCGS  
 CJ0489_PROJECTION: FLUSH
 CJ0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0489
 CJ0489  HISTORY     - Date     Condition        Report By
 CJ0489  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0489
 CJ0489                          STATION DESCRIPTION
 CJ0489
 CJ0489'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0489'IN SAINT ANDREWS.
 CJ0489'3.0 KILOMETERS (1.9 MILES) SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 CJ0489'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, THENCE 0.1 KILOMETER
 CJ0489'(0.05 MILE) SOUTHWEST ALONG SYCAMORE AVENUE, SET NEAR A BRICK WALL ON
 CJ0489'THE SOUTHWEST SIDE OF A PAVED DRIVE LEADING TO A PARKING LOT FOR THE
 CJ0489'POST OFFICE EMPLOYEES, 49.5 METERS (162.4 FEET) NORTHWEST OF THE
 CJ0489'CENTERLINE OF SYCAMORE AVENUE, 46.5 METERS (152.5 FEET)
 CJ0489'NORTH-NORTHEAST OF THE EAST CORNER OF THE POST OFFICE, 7.6 METERS
 CJ0489'(25.0 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE PAVED
 CJ0489'DRIVE, 1.9 METERS (6.4 FEET) EAST-SOUTHEAST OF THE BRICK WALL.
 CJ0489'THE MARK IS 0.6 M ABOVE SYCAMORE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0488 ***********************************************************************
 CJ0488  DESIGNATION -  10 054
 CJ0488  PID         -  CJ0488
 CJ0488  STATE/COUNTY-  SC/CHARLESTON
 CJ0488  USGS QUAD   -  CHARLESTON (1983)
 CJ0488
 CJ0488                         *CURRENT SURVEY CONTROL
 CJ0488  ___________________________________________________________________
 CJ0488* NAD 83(1986)-  32 47 48.     (N)    079 59 42.     (W)     SCALED    
 CJ0488* NAVD 88     -         4.305  (meters)      14.12   (feet)  ADJUSTED  
 CJ0488  ___________________________________________________________________
 CJ0488  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 CJ0488  DYNAMIC HT  -           4.301 (meters)      14.11  (feet)  COMP
 CJ0488  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 CJ0488
 CJ0488  VERT ORDER  -  FIRST     CLASS II
 CJ0488
 CJ0488.The horizontal coordinates were scaled from a topographic map and have
 CJ0488.an estimated accuracy of +/- 6 seconds.
 CJ0488
 CJ0488.The orthometric height was determined by differential leveling
 CJ0488.and adjusted by the National Geodetic Survey in June 1991..
 CJ0488
 CJ0488.The geoid height was determined by GEOID03.
 CJ0488
 CJ0488.The dynamic height is computed by dividing the NAVD 88
 CJ0488.geopotential number by the normal gravity value computed on the
 CJ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0488.degrees latitude (g = 980.6199 gals.).
 CJ0488
 CJ0488.The modeled gravity was interpolated from observed gravity values.
 CJ0488
 CJ0488;                    North         East    Units  Estimated Accuracy
 CJ0488;SPC SC       -   107,290.      703,730.      MT  (+/- 180 meters Scaled)
 CJ0488
 CJ0488                          SUPERSEDED SURVEY CONTROL
 CJ0488
 CJ0488  NGVD 29 (03/21/89)    4.604  (m)           15.11   (f) ADJUSTED    1 2
 CJ0488
 CJ0488.Superseded values are not recommended for survey control.
 CJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0488.See file dsdata.txt to determine how the superseded data were derived.
 CJ0488
 CJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS941291(NAD 83)
 CJ0488_MARKER: DB = BENCH MARK DISK
 CJ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0488_SP_SET: CONCRETE POST
 CJ0488_STAMPING: VERT 10 054 1983
 CJ0488_MARK LOGO: SCGS  
 CJ0488_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0488
 CJ0488  HISTORY     - Date     Condition        Report By
 CJ0488  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0488
 CJ0488                          STATION DESCRIPTION
 CJ0488
 CJ0488'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0488'IN SAINT ANDREWS.
 CJ0488'2.0 KILOMETERS (1.35 MILES) SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 CJ0488'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET IN FRONT OF A EXXON
 CJ0488'GAS STATION AT THE INTERSECTION OF STATE HIGHWAY 171, 31.2 METERS
 CJ0488'(102.4 FEET) SOUTHEAST OF THE SOUTH FACE OF THE EXXON STATION,
 CJ0488'20.3 METERS (66.4 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 CJ0488'NORTHBOUND LANE OF STATE HIGHWAY 61, 20.6 METERS (67.7 FEET)
 CJ0488'WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF STATE
 CJ0488'HIGHWAY 171, 13.9 METERS (45.9 FEET) WEST OF A POWER POLE NUMBER
 CJ0488'134675 WITH SIX GUY WIRES.
 CJ0488'THE MARK IS 0.3 M ABOVE STATE HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2792 ***********************************************************************
 CK2792  DESIGNATION -  10 055
 CK2792  PID         -  CK2792
 CK2792  STATE/COUNTY-  SC/CHARLESTON
 CK2792  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2792
 CK2792                         *CURRENT SURVEY CONTROL
 CK2792  ___________________________________________________________________
 CK2792* NAD 83(1986)-  32 47 57.     (N)    080 00 23.     (W)     SCALED    
 CK2792* NAVD 88     -         5.071  (meters)      16.64   (feet)  ADJUSTED  
 CK2792  ___________________________________________________________________
 CK2792  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 CK2792  DYNAMIC HT  -           5.066 (meters)      16.62  (feet)  COMP
 CK2792  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 CK2792
 CK2792  VERT ORDER  -  FIRST     CLASS II
 CK2792
 CK2792.The horizontal coordinates were scaled from a topographic map and have
 CK2792.an estimated accuracy of +/- 6 seconds.
 CK2792
 CK2792.The orthometric height was determined by differential leveling
 CK2792.and adjusted by the National Geodetic Survey in June 1991..
 CK2792
 CK2792.The geoid height was determined by GEOID03.
 CK2792
 CK2792.The dynamic height is computed by dividing the NAVD 88
 CK2792.geopotential number by the normal gravity value computed on the
 CK2792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2792.degrees latitude (g = 980.6199 gals.).
 CK2792
 CK2792.The modeled gravity was interpolated from observed gravity values.
 CK2792
 CK2792;                    North         East    Units  Estimated Accuracy
 CK2792;SPC SC       -   107,560.      702,660.      MT  (+/- 180 meters Scaled)
 CK2792
 CK2792                          SUPERSEDED SURVEY CONTROL
 CK2792
 CK2792  NGVD 29 (03/21/89)    5.370  (m)           17.62   (f) ADJUSTED    1 2
 CK2792
 CK2792.Superseded values are not recommended for survey control.
 CK2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2792.See file dsdata.txt to determine how the superseded data were derived.
 CK2792
 CK2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS930294(NAD 83)
 CK2792_MARKER: DB = BENCH MARK DISK
 CK2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2792_SP_SET: CONCRETE POST
 CK2792_STAMPING: VERT 10 055 1983
 CK2792_MARK LOGO: SCGS  
 CK2792_PROJECTION: RECESSED 7 CENTIMETERS
 CK2792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2792
 CK2792  HISTORY     - Date     Condition        Report By
 CK2792  HISTORY     - 1983     MONUMENTED       SCGS
 CK2792  HISTORY     - 20010331 GOOD             NGS
 CK2792  HISTORY     - 20011210 GOOD             NGS
 CK2792
 CK2792                          STATION DESCRIPTION
 CK2792
 CK2792'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2792'IN SAINT ANDREWS.
 CK2792'1.1 KILOMETERS (0.7 MILE) SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 CK2792'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR THE SOUTHWEST
 CK2792'CORNER OF THE SAINT ANDREWS CHURCH OF THE NAZARENE, 32.3 METERS (106.2
 CK2792'FEET) EAST-NORTHEAST OF A FIRE HYDRANT, 23.3 METERS (76.9 FEET)
 CK2792'WEST-SOUTHWEST OF THE CENTERLINE OF ASHLEY HALL ROAD, 14.3 METERS
 CK2792'(47.0 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE
 CK2792'OF STATE HIGHWAY 61, 1.1 METERS (3.7 FEET) SOUTH-SOUTHEAST OF THE
 CK2792'SOUTHWEST CORNER OF THE CHURCH.
 CK2792'THE MARK IS 0.6 M BELOW STATE HIGHWAY 61.
 CK2792
 CK2792                          STATION RECOVERY (2001)
 CK2792
 CK2792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2792'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2792
 CK2792                          STATION RECOVERY (2001)
 CK2792
 CK2792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2792'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2794 ***********************************************************************
 CK2794  DESIGNATION -  10 056
 CK2794  PID         -  CK2794
 CK2794  STATE/COUNTY-  SC/CHARLESTON
 CK2794  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2794
 CK2794                         *CURRENT SURVEY CONTROL
 CK2794  ___________________________________________________________________
 CK2794* NAD 83(1986)-  32 48 03.     (N)    080 00 59.     (W)     SCALED    
 CK2794* NAVD 88     -         6.747  (meters)      22.14   (feet)  ADJUSTED  
 CK2794  ___________________________________________________________________
 CK2794  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 CK2794  DYNAMIC HT  -           6.739 (meters)      22.11  (feet)  COMP
 CK2794  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK2794
 CK2794  VERT ORDER  -  FIRST     CLASS II
 CK2794
 CK2794.The horizontal coordinates were scaled from a topographic map and have
 CK2794.an estimated accuracy of +/- 6 seconds.
 CK2794
 CK2794.The orthometric height was determined by differential leveling
 CK2794.and adjusted by the National Geodetic Survey in June 1991..
 CK2794
 CK2794.The geoid height was determined by GEOID03.
 CK2794
 CK2794.The dynamic height is computed by dividing the NAVD 88
 CK2794.geopotential number by the normal gravity value computed on the
 CK2794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2794.degrees latitude (g = 980.6199 gals.).
 CK2794
 CK2794.The modeled gravity was interpolated from observed gravity values.
 CK2794
 CK2794;                    North         East    Units  Estimated Accuracy
 CK2794;SPC SC       -   107,740.      701,720.      MT  (+/- 180 meters Scaled)
 CK2794
 CK2794                          SUPERSEDED SURVEY CONTROL
 CK2794
 CK2794  NGVD 29 (03/21/89)    7.045  (m)           23.11   (f) ADJUSTED    1 2
 CK2794
 CK2794.Superseded values are not recommended for survey control.
 CK2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2794.See file dsdata.txt to determine how the superseded data were derived.
 CK2794
 CK2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS920296(NAD 83)
 CK2794_MARKER: DB = BENCH MARK DISK
 CK2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2794_SP_SET: CONCRETE POST
 CK2794_STAMPING: VERT 10 056 1983
 CK2794_MARK LOGO: SCGS  
 CK2794_PROJECTION: RECESSED 7 CENTIMETERS
 CK2794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2794
 CK2794  HISTORY     - Date     Condition        Report By
 CK2794  HISTORY     - 1983     MONUMENTED       SCGS
 CK2794  HISTORY     - 20010331 GOOD             NGS
 CK2794  HISTORY     - 20011210 GOOD             NGS
 CK2794
 CK2794                          STATION DESCRIPTION
 CK2794
 CK2794'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2794'IN SAINT ANDREWS.
 CK2794'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 CK2794'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET IN FRONT OF THE
 CK2794'SAINT ANDREWS FIRE DEPARTMENT HEADQUARTERS, 21.3 METERS (70.0 FEET)
 CK2794'EAST-SOUTHEAST OF THE NORTH CORNER OF THE FIRE STATION, 11.6 METERS
 CK2794'(38.0 FEET) NORTH-NORTHWEST OF THE EAST CORNER OF THE FIRE STATION,
 CK2794'12.7 METERS (41.8 FEET) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 CK2794'LANE OF STATE HIGHWAY 61, 2.6 METERS (8.7 FEET) SOUTHEAST OF A FLAG
 CK2794'POLE.
 CK2794'THE MARK IS 0.3 M BELOW STATE HIGHWAY 61.
 CK2794
 CK2794                          STATION RECOVERY (2001)
 CK2794
 CK2794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2794'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2794
 CK2794                          STATION RECOVERY (2001)
 CK2794
 CK2794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2794'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2793 ***********************************************************************
 CK2793  DESIGNATION -  10 057
 CK2793  PID         -  CK2793
 CK2793  STATE/COUNTY-  SC/CHARLESTON
 CK2793  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2793
 CK2793                         *CURRENT SURVEY CONTROL
 CK2793  ___________________________________________________________________
 CK2793* NAD 83(1986)-  32 47 54.     (N)    080 00 56.     (W)     SCALED    
 CK2793* NAVD 88     -         6.913  (meters)      22.68   (feet)  ADJUSTED  
 CK2793  ___________________________________________________________________
 CK2793  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 CK2793  DYNAMIC HT  -           6.905 (meters)      22.65  (feet)  COMP
 CK2793  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 CK2793
 CK2793  VERT ORDER  -  FIRST     CLASS II
 CK2793
 CK2793.The horizontal coordinates were scaled from a topographic map and have
 CK2793.an estimated accuracy of +/- 6 seconds.
 CK2793
 CK2793.The orthometric height was determined by differential leveling
 CK2793.and adjusted by the National Geodetic Survey in June 1991..
 CK2793
 CK2793.The geoid height was determined by GEOID03.
 CK2793
 CK2793.The dynamic height is computed by dividing the NAVD 88
 CK2793.geopotential number by the normal gravity value computed on the
 CK2793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2793.degrees latitude (g = 980.6199 gals.).
 CK2793
 CK2793.The modeled gravity was interpolated from observed gravity values.
 CK2793
 CK2793;                    North         East    Units  Estimated Accuracy
 CK2793;SPC SC       -   107,460.      701,800.      MT  (+/- 180 meters Scaled)
 CK2793
 CK2793                          SUPERSEDED SURVEY CONTROL
 CK2793
 CK2793  NGVD 29 (03/21/89)    7.211  (m)           23.66   (f) ADJUSTED    1 2
 CK2793
 CK2793.Superseded values are not recommended for survey control.
 CK2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2793.See file dsdata.txt to determine how the superseded data were derived.
 CK2793
 CK2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS921293(NAD 83)
 CK2793_MARKER: DB = BENCH MARK DISK
 CK2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2793_SP_SET: CONCRETE POST
 CK2793_STAMPING: VERT 10 057 1983
 CK2793_MARK LOGO: SCGS  
 CK2793_PROJECTION: RECESSED 7 CENTIMETERS
 CK2793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2793
 CK2793  HISTORY     - Date     Condition        Report By
 CK2793  HISTORY     - 1983     MONUMENTED       SCGS
 CK2793  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2793  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2793
 CK2793                          STATION DESCRIPTION
 CK2793
 CK2793'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2793'IN SAINT ANDREWS.
 CK2793'0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 CK2793'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, THENCE 0.2 KILOMETER
 CK2793'(0.1 MILE) SOUTHWEST ALONG COUNTY ROAD S-10-26, SET INSIDE A CHAIN
 CK2793'LINK FENCE ON THE SOUTH SIDE OF THE SOUTH CAROLINA STATE HIGHWAY
 CK2793'MAINTENANCE OFFICE, 36.1 METERS (118.6 FEET) NORTH-NORTHWEST OF THE
 CK2793'SOUTHWEST CORNER OF THE MAINTENANCE BUILDING, 27.3 METERS (89.5 FEET)
 CK2793'EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-26, 23.8 METERS
 CK2793'(78.2 FEET) NORTH-NORTHEAST OF A LONE 24-INCH PALMETTO TREE,
 CK2793'2.9 METERS (9.8 FEET) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 CK2793'MAINTENANCE OFFICE BUILDING.
 CK2793'THE MARK IS 1.2 M ABOVE COUNTY ROAD S-10-26.
 CK2793
 CK2793                          STATION RECOVERY (2001)
 CK2793
 CK2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2793'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2793
 CK2793                          STATION RECOVERY (2001)
 CK2793
 CK2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2793'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2804 ***********************************************************************
 CK2804  DESIGNATION -  10 058
 CK2804  PID         -  CK2804
 CK2804  STATE/COUNTY-  SC/CHARLESTON
 CK2804  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2804
 CK2804                         *CURRENT SURVEY CONTROL
 CK2804  ___________________________________________________________________
 CK2804* NAD 83(1986)-  32 48 26.     (N)    080 01 23.     (W)     SCALED    
 CK2804* NAVD 88     -         4.000  (meters)      13.12   (feet)  ADJUSTED  
 CK2804  ___________________________________________________________________
 CK2804  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 CK2804  DYNAMIC HT  -           3.996 (meters)      13.11  (feet)  COMP
 CK2804  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 CK2804
 CK2804  VERT ORDER  -  FIRST     CLASS II
 CK2804
 CK2804.The horizontal coordinates were scaled from a topographic map and have
 CK2804.an estimated accuracy of +/- 6 seconds.
 CK2804
 CK2804.The orthometric height was determined by differential leveling
 CK2804.and adjusted by the National Geodetic Survey in June 1991..
 CK2804
 CK2804.The geoid height was determined by GEOID03.
 CK2804
 CK2804.The dynamic height is computed by dividing the NAVD 88
 CK2804.geopotential number by the normal gravity value computed on the
 CK2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2804.degrees latitude (g = 980.6199 gals.).
 CK2804
 CK2804.The modeled gravity was interpolated from observed gravity values.
 CK2804
 CK2804;                    North         East    Units  Estimated Accuracy
 CK2804;SPC SC       -   108,440.      701,090.      MT  (+/- 180 meters Scaled)
 CK2804
 CK2804                          SUPERSEDED SURVEY CONTROL
 CK2804
 CK2804  NGVD 29 (03/21/89)    4.298  (m)           14.10   (f) ADJUSTED    1 2
 CK2804
 CK2804.Superseded values are not recommended for survey control.
 CK2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2804.See file dsdata.txt to determine how the superseded data were derived.
 CK2804
 CK2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS914303(NAD 83)
 CK2804_MARKER: DB = BENCH MARK DISK
 CK2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2804_SP_SET: CONCRETE POST
 CK2804_STAMPING: VERT 10 058 1983
 CK2804_MARK LOGO: SCGS  
 CK2804_PROJECTION: RECESSED 12 CENTIMETERS
 CK2804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2804
 CK2804  HISTORY     - Date     Condition        Report By
 CK2804  HISTORY     - 1983     MONUMENTED       SCGS
 CK2804  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2804  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2804
 CK2804                          STATION DESCRIPTION
 CK2804
 CK2804'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2804'IN SAINT ANDREWS.
 CK2804'0.8 KILOMETER (0.5 MILE) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2804'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET IN FRONT OF THE OLD
 CK2804'DOMINION FREIGHT LINE, 22.0 METERS (72.5 FEET) NORTHEAST OF THE CENTER
 CK2804'LINE OF STATE HIGHWAY 61, 10.2 METERS (33.9 FEET) SOUTH-SOUTHEAST OF
 CK2804'THE WEST CORNER OF THE FREIGHT BUILDING, 9.8 METERS (32.0 FEET)
 CK2804'WEST-NORTHWEST OF THE SOUTH CORNER OF THE FREIGHT BUILDING.
 CK2804'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 61.
 CK2804
 CK2804                          STATION RECOVERY (2001)
 CK2804
 CK2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2804'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2804
 CK2804                          STATION RECOVERY (2001)
 CK2804
 CK2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2804'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2806 ***********************************************************************
 CK2806  DESIGNATION -  10 059
 CK2806  PID         -  CK2806
 CK2806  STATE/COUNTY-  SC/CHARLESTON
 CK2806  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2806
 CK2806                         *CURRENT SURVEY CONTROL
 CK2806  ___________________________________________________________________
 CK2806* NAD 83(1986)-  32 49 00.     (N)    080 01 56.     (W)     SCALED    
 CK2806* NAVD 88     -         2.273  (meters)       7.46   (feet)  ADJUSTED  
 CK2806  ___________________________________________________________________
 CK2806  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 CK2806  DYNAMIC HT  -           2.271 (meters)       7.45  (feet)  COMP
 CK2806  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 CK2806
 CK2806  VERT ORDER  -  FIRST     CLASS II
 CK2806
 CK2806.The horizontal coordinates were scaled from a topographic map and have
 CK2806.an estimated accuracy of +/- 6 seconds.
 CK2806
 CK2806.The orthometric height was determined by differential leveling
 CK2806.and adjusted by the National Geodetic Survey in June 1991..
 CK2806
 CK2806.The geoid height was determined by GEOID03.
 CK2806
 CK2806.The dynamic height is computed by dividing the NAVD 88
 CK2806.geopotential number by the normal gravity value computed on the
 CK2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2806.degrees latitude (g = 980.6199 gals.).
 CK2806
 CK2806.The modeled gravity was interpolated from observed gravity values.
 CK2806
 CK2806;                    North         East    Units  Estimated Accuracy
 CK2806;SPC SC       -   109,480.      700,220.      MT  (+/- 180 meters Scaled)
 CK2806
 CK2806                          SUPERSEDED SURVEY CONTROL
 CK2806
 CK2806  NGVD 29 (03/21/89)    2.571  (m)            8.44   (f) ADJUSTED    1 2
 CK2806
 CK2806.Superseded values are not recommended for survey control.
 CK2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2806.See file dsdata.txt to determine how the superseded data were derived.
 CK2806
 CK2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS905313(NAD 83)
 CK2806_MARKER: DB = BENCH MARK DISK
 CK2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2806_SP_SET: CONCRETE POST
 CK2806_STAMPING: VERT 10 059 1983
 CK2806_MARK LOGO: SCGS  
 CK2806_PROJECTION: RECESSED 7 CENTIMETERS
 CK2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2806
 CK2806  HISTORY     - Date     Condition        Report By
 CK2806  HISTORY     - 1983     MONUMENTED       SCGS
 CK2806  HISTORY     - 20010331 GOOD             NGS
 CK2806  HISTORY     - 20011210 GOOD             NGS
 CK2806
 CK2806                          STATION DESCRIPTION
 CK2806
 CK2806'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2806'3.7 KM (2.3 MI) NW FROM SAINT ANDREWS.
 CK2806'2.1 KILOMETERS (1.3 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2806'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR THE WEST CORNER
 CK2806'OF THE APARTMENT BUILDING F-21 THROUGH F-24 OF THE ASHLEY OAKS
 CK2806'APARTMENTS, 50.0 METERS (164.0 FEET) EAST-NORTHEAST OF THE CENTERLINE
 CK2806'OF HIGHWAY 61, 45.6 METERS (149.5 FEET) SOUTH-SOUTHWEST OF THE
 CK2806'APPROXIMATE CENTER OF THE PAVED DRIVE LEADING INTO THE ASHLEY OAKS
 CK2806'APARTMENT COMPLEX, 14.9 METERS (49.0 FEET) SOUTHEAST OF THE CENTER
 CK2806'LINE OF A PAVED ROAD, 7.7 METERS (25.2 FEET) NORTHWEST OF THE WEST
 CK2806'CORNER OF THE APARTMENT BUILDING.
 CK2806'THE MARK IS 0.30 M ABOVE HIGHWAY 61.
 CK2806
 CK2806                          STATION RECOVERY (2001)
 CK2806
 CK2806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2806'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2806
 CK2806                          STATION RECOVERY (2001)
 CK2806
 CK2806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2806'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2805 ***********************************************************************
 CK2805  DESIGNATION -  10 060
 CK2805  PID         -  CK2805
 CK2805  STATE/COUNTY-  SC/CHARLESTON
 CK2805  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2805
 CK2805                         *CURRENT SURVEY CONTROL
 CK2805  ___________________________________________________________________
 CK2805* NAD 83(1986)-  32 49 31.     (N)    080 02 20.     (W)     SCALED    
 CK2805* NAVD 88     -         3.793  (meters)      12.44   (feet)  ADJUSTED  
 CK2805  ___________________________________________________________________
 CK2805  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2805  DYNAMIC HT  -           3.789 (meters)      12.43  (feet)  COMP
 CK2805  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 CK2805
 CK2805  VERT ORDER  -  FIRST     CLASS II
 CK2805
 CK2805.The horizontal coordinates were scaled from a topographic map and have
 CK2805.an estimated accuracy of +/- 6 seconds.
 CK2805
 CK2805.The orthometric height was determined by differential leveling
 CK2805.and adjusted by the National Geodetic Survey in June 1991..
 CK2805
 CK2805.The geoid height was determined by GEOID03.
 CK2805
 CK2805.The dynamic height is computed by dividing the NAVD 88
 CK2805.geopotential number by the normal gravity value computed on the
 CK2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2805.degrees latitude (g = 980.6199 gals.).
 CK2805
 CK2805.The modeled gravity was interpolated from observed gravity values.
 CK2805
 CK2805;                    North         East    Units  Estimated Accuracy
 CK2805;SPC SC       -   110,430.      699,590.      MT  (+/- 180 meters Scaled)
 CK2805
 CK2805                          SUPERSEDED SURVEY CONTROL
 CK2805
 CK2805  NGVD 29 (03/21/89)    4.090  (m)           13.42   (f) ADJUSTED    1 2
 CK2805
 CK2805.Superseded values are not recommended for survey control.
 CK2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2805.See file dsdata.txt to determine how the superseded data were derived.
 CK2805
 CK2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS899323(NAD 83)
 CK2805_MARKER: DB = BENCH MARK DISK
 CK2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2805_SP_SET: CONCRETE POST
 CK2805_STAMPING: VERT 10 060 1983
 CK2805_MARK LOGO: SCGS  
 CK2805_PROJECTION: RECESSED 7 CENTIMETERS
 CK2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2805
 CK2805  HISTORY     - Date     Condition        Report By
 CK2805  HISTORY     - 1983     MONUMENTED       SCGS
 CK2805
 CK2805                          STATION DESCRIPTION
 CK2805
 CK2805'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2805'4.8 KM (3.0 MI) NW FROM SAINT ANDREWS.
 CK2805'3.2 KILOMETERS (2.0 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2805'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR THE WEST CORNER
 CK2805'OF THE HAYES DENTAL CENTER, 23.3 METERS (76.5 FEET) EAST-NORTHEAST OF
 CK2805'THE CENTERLINE OF HIGHWAY 61, 15.8 METERS (52.0 FEET) EAST OF A 90
 CK2805'INCH LONE OAK TREE, 6.8 METERS (22.4 FEET) SOUTH-SOUTHEAST OF THE
 CK2805'SOUTH CORNER OF A BRICK BUILDING CALLED (JOSHES HIGHWAY 61 PRIVATE
 CK2805'CLUB), 2.6 METERS (8.50 FEET) WEST-SOUTHWEST OF THE WEST CORNER OF THE
 CK2805'DENTAL BUILDING.
 CK2805'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2809 ***********************************************************************
 CK2809  DESIGNATION -  10 061
 CK2809  PID         -  CK2809
 CK2809  STATE/COUNTY-  SC/CHARLESTON
 CK2809  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2809
 CK2809                         *CURRENT SURVEY CONTROL
 CK2809  ___________________________________________________________________
 CK2809* NAD 83(1986)-  32 49 59.     (N)    080 02 41.     (W)     SCALED    
 CK2809* NAVD 88     -         3.201  (meters)      10.50   (feet)  ADJUSTED  
 CK2809  ___________________________________________________________________
 CK2809  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 CK2809  DYNAMIC HT  -           3.197 (meters)      10.49  (feet)  COMP
 CK2809  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 CK2809
 CK2809  VERT ORDER  -  FIRST     CLASS II
 CK2809
 CK2809.The horizontal coordinates were scaled from a topographic map and have
 CK2809.an estimated accuracy of +/- 6 seconds.
 CK2809
 CK2809.The orthometric height was determined by differential leveling
 CK2809.and adjusted by the National Geodetic Survey in June 1991..
 CK2809
 CK2809.The geoid height was determined by GEOID03.
 CK2809
 CK2809.The dynamic height is computed by dividing the NAVD 88
 CK2809.geopotential number by the normal gravity value computed on the
 CK2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2809.degrees latitude (g = 980.6199 gals.).
 CK2809
 CK2809.The modeled gravity was interpolated from observed gravity values.
 CK2809
 CK2809;                    North         East    Units  Estimated Accuracy
 CK2809;SPC SC       -   111,280.      699,030.      MT  (+/- 180 meters Scaled)
 CK2809
 CK2809                          SUPERSEDED SURVEY CONTROL
 CK2809
 CK2809  NGVD 29 (03/21/89)    3.498  (m)           11.48   (f) ADJUSTED    1 2
 CK2809
 CK2809.Superseded values are not recommended for survey control.
 CK2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2809.See file dsdata.txt to determine how the superseded data were derived.
 CK2809
 CK2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS894331(NAD 83)
 CK2809_MARKER: DB = BENCH MARK DISK
 CK2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2809_SP_SET: CONCRETE POST
 CK2809_STAMPING: VERT 10 061 1983
 CK2809_MARK LOGO: SCGS  
 CK2809_PROJECTION: RECESSED 7 CENTIMETERS
 CK2809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2809
 CK2809  HISTORY     - Date     Condition        Report By
 CK2809  HISTORY     - 1983     MONUMENTED       SCGS
 CK2809
 CK2809                          STATION DESCRIPTION
 CK2809
 CK2809'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2809'5.8 KM (3.6 MI) NW FROM SAINT ANDREWS.
 CK2809'4.2 KILOMETERS (2.6 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2809'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR THE SOUTH
 CK2809'CORNER OF THE MAIN BODY OF THE PIERPONT BAPTIST CHURCH, 35.1 METERS
 CK2809'(115.0 FEET) EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 61,
 CK2809'44.0 METERS (144.7 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF
 CK2809'COUNTY ROAD S-10-440, 46.6 METERS (153.0 FEET) NORTH-NORTHWEST OF A
 CK2809'POWER POLE NUMBER C54772 WITH THREE GUY WIRES, 4.6 METERS (15.3 FEET)
 CK2809'WEST-NORTHWEST OF THE SOUTH CORNER OF THE CHURCH.
 CK2809'THE MARK IS 0.30 M BELOW HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2424 ***********************************************************************
 CK2424  DESIGNATION -  10 062
 CK2424  PID         -  CK2424
 CK2424  STATE/COUNTY-  SC/CHARLESTON
 CK2424  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2424
 CK2424                         *CURRENT SURVEY CONTROL
 CK2424  ___________________________________________________________________
 CK2424* NAD 83(1986)-  32 50 17.     (N)    080 03 05.     (W)     SCALED    
 CK2424* NAVD 88     -         4.065  (meters)      13.34   (feet)  ADJUSTED  
 CK2424  ___________________________________________________________________
 CK2424  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 CK2424  DYNAMIC HT  -           4.061 (meters)      13.32  (feet)  COMP
 CK2424  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 CK2424
 CK2424  VERT ORDER  -  FIRST     CLASS II
 CK2424
 CK2424.The horizontal coordinates were scaled from a topographic map and have
 CK2424.an estimated accuracy of +/- 6 seconds.
 CK2424
 CK2424.The orthometric height was determined by differential leveling
 CK2424.and adjusted by the National Geodetic Survey in June 1991..
 CK2424
 CK2424.The geoid height was determined by GEOID03.
 CK2424
 CK2424.The dynamic height is computed by dividing the NAVD 88
 CK2424.geopotential number by the normal gravity value computed on the
 CK2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2424.degrees latitude (g = 980.6199 gals.).
 CK2424
 CK2424.The modeled gravity was interpolated from observed gravity values.
 CK2424
 CK2424;                    North         East    Units  Estimated Accuracy
 CK2424;SPC SC       -   111,830.      698,400.      MT  (+/- 180 meters Scaled)
 CK2424
 CK2424                          SUPERSEDED SURVEY CONTROL
 CK2424
 CK2424  NGVD 29 (03/21/89)    4.361  (m)           14.31   (f) ADJUSTED    1 2
 CK2424
 CK2424.Superseded values are not recommended for survey control.
 CK2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2424.See file dsdata.txt to determine how the superseded data were derived.
 CK2424
 CK2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS887337(NAD 83)
 CK2424_MARKER: DB = BENCH MARK DISK
 CK2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2424_SP_SET: CONCRETE POST
 CK2424_STAMPING: VERT 10 062 1983
 CK2424_MARK LOGO: SCGS  
 CK2424_PROJECTION: FLUSH
 CK2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2424+STABILITY: SURFACE MOTION
 CK2424
 CK2424  HISTORY     - Date     Condition        Report By
 CK2424  HISTORY     - 1983     MONUMENTED       SCGS
 CK2424  HISTORY     - 1984     GOOD             SCGS
 CK2424  HISTORY     - 19940520 GOOD             USPSQD
 CK2424
 CK2424                          STATION DESCRIPTION
 CK2424
 CK2424'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2424'6.9 KM (4.3 MI) NORTH FROM SAINT ANDREWS.
 CK2424'5.3 KILOMETERS (3.3 MILES) NORTH ALONG STATE HIGHWAY 61 FROM THE
 CK2424'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR THE SOUTHEAST
 CK2424'CORNER OF THE SPRINGFIELD BAPTIST CHURCH, 40.7 METERS (133.5 FEET)
 CK2424'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 61, 27.7 METERS (91.2 FEET)
 CK2424'SOUTH-SOUTHEAST OF POWER POLE NUMBER 64781, 8.0 METERS (26.4 FEET)
 CK2424'NORTH-NORTHWEST OF A 100-INCH LEANING OAK TREE, 1.4 METERS (4.7 FEET)
 CK2424'NORTH OF THE SOUTHEAST CORNER OF THE CHURCH.
 CK2424'THE MARK IS 1.00 M ABOVE HIGHWAY 61.
 CK2424
 CK2424                          STATION RECOVERY (1984)
 CK2424
 CK2424'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2424'RECOVERED IN GOOD CONDITION.
 CK2424
 CK2424                          STATION RECOVERY (1994)
 CK2424
 CK2424'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK2424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2800 ***********************************************************************
 CK2800  DESIGNATION -  10 063
 CK2800  PID         -  CK2800
 CK2800  STATE/COUNTY-  SC/CHARLESTON
 CK2800  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2800
 CK2800                         *CURRENT SURVEY CONTROL
 CK2800  ___________________________________________________________________
 CK2800* NAD 83(1986)-  32 48 29.     (N)    080 00 29.     (W)     SCALED    
 CK2800* NAVD 88     -         6.183  (meters)      20.29   (feet)  ADJUSTED  
 CK2800  ___________________________________________________________________
 CK2800  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 CK2800  DYNAMIC HT  -           6.176 (meters)      20.26  (feet)  COMP
 CK2800  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 CK2800
 CK2800  VERT ORDER  -  FIRST     CLASS II
 CK2800
 CK2800.The horizontal coordinates were scaled from a topographic map and have
 CK2800.an estimated accuracy of +/- 6 seconds.
 CK2800
 CK2800.The orthometric height was determined by differential leveling
 CK2800.and adjusted by the National Geodetic Survey in June 1991..
 CK2800
 CK2800.The geoid height was determined by GEOID03.
 CK2800
 CK2800.The dynamic height is computed by dividing the NAVD 88
 CK2800.geopotential number by the normal gravity value computed on the
 CK2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2800.degrees latitude (g = 980.6199 gals.).
 CK2800
 CK2800.The modeled gravity was interpolated from observed gravity values.
 CK2800
 CK2800;                    North         East    Units  Estimated Accuracy
 CK2800;SPC SC       -   108,540.      702,490.      MT  (+/- 180 meters Scaled)
 CK2800
 CK2800                          SUPERSEDED SURVEY CONTROL
 CK2800
 CK2800  NGVD 29 (03/21/89)    6.481  (m)           21.26   (f) ADJUSTED    1 2
 CK2800
 CK2800.Superseded values are not recommended for survey control.
 CK2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2800.See file dsdata.txt to determine how the superseded data were derived.
 CK2800
 CK2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS928304(NAD 83)
 CK2800_MARKER: DB = BENCH MARK DISK
 CK2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2800_SP_SET: CONCRETE POST
 CK2800_STAMPING: VERT 10 063 1983
 CK2800_MARK LOGO: SCGS  
 CK2800_PROJECTION: RECESSED 7 CENTIMETERS
 CK2800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2800
 CK2800  HISTORY     - Date     Condition        Report By
 CK2800  HISTORY     - 1983     MONUMENTED       SCGS
 CK2800  HISTORY     - 20010331 GOOD             NGS
 CK2800  HISTORY     - 20011210 GOOD             NGS
 CK2800
 CK2800                          STATION DESCRIPTION
 CK2800
 CK2800'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2800'IN SAINT ANDREWS.
 CK2800'1.1 KILOMETERS (0.7 MILE) NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 CK2800'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, SET ON THE NORTHEAST
 CK2800'SIDE OF THE ASHLEY LANES BOWLING ALLEY, 49.2 METERS (161.7 FEET)
 CK2800'SOUTHWEST OF THE APPROXIMATE CENTER OF DOWNING STREET, 53.0 METERS
 CK2800'(174.0 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 CK2800'OF HIGHWAY 7, 26.4 METERS (86.7 FEET) SOUTHEAST OF THE NORTH CORNER OF
 CK2800'THE BOWLING ALLEY BUILDING, 2.1 METERS (7.0 FEET) NORTHEAST OF THE
 CK2800'NORTHEAST FACE OF THE BOWLING ALLEY BUILDING, 2.0 METERS (6.6 FEET)
 CK2800'WEST OF POWER POLE NUMBER C30858.
 CK2800'THE MARK IS ABOVE LEVEL WITH HIGHWAY 7.
 CK2800
 CK2800                          STATION RECOVERY (2001)
 CK2800
 CK2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2800'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2800
 CK2800                          STATION RECOVERY (2001)
 CK2800
 CK2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2800'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0486 ***********************************************************************
 CJ0486  DESIGNATION -  10 064
 CJ0486  PID         -  CJ0486
 CJ0486  STATE/COUNTY-  SC/CHARLESTON
 CJ0486  USGS QUAD   -  CHARLESTON (1983)
 CJ0486
 CJ0486                         *CURRENT SURVEY CONTROL
 CJ0486  ___________________________________________________________________
 CJ0486* NAD 83(1986)-  32 48 37.     (N)    079 59 41.     (W)     SCALED    
 CJ0486* NAVD 88     -         3.290  (meters)      10.79   (feet)  ADJUSTED  
 CJ0486  ___________________________________________________________________
 CJ0486  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 CJ0486  DYNAMIC HT  -           3.287 (meters)      10.78  (feet)  COMP
 CJ0486  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 CJ0486
 CJ0486  VERT ORDER  -  FIRST     CLASS II
 CJ0486
 CJ0486.The horizontal coordinates were scaled from a topographic map and have
 CJ0486.an estimated accuracy of +/- 6 seconds.
 CJ0486
 CJ0486.The orthometric height was determined by differential leveling
 CJ0486.and adjusted by the National Geodetic Survey in June 1991..
 CJ0486
 CJ0486.The geoid height was determined by GEOID03.
 CJ0486
 CJ0486.The dynamic height is computed by dividing the NAVD 88
 CJ0486.geopotential number by the normal gravity value computed on the
 CJ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0486.degrees latitude (g = 980.6199 gals.).
 CJ0486
 CJ0486.The modeled gravity was interpolated from observed gravity values.
 CJ0486
 CJ0486;                    North         East    Units  Estimated Accuracy
 CJ0486;SPC SC       -   108,800.      703,740.      MT  (+/- 180 meters Scaled)
 CJ0486
 CJ0486                          SUPERSEDED SURVEY CONTROL
 CJ0486
 CJ0486  NGVD 29 (03/21/89)    3.588  (m)           11.77   (f) ADJUSTED    1 2
 CJ0486
 CJ0486.Superseded values are not recommended for survey control.
 CJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0486.See file dsdata.txt to determine how the superseded data were derived.
 CJ0486
 CJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS941307(NAD 83)
 CJ0486_MARKER: DB = BENCH MARK DISK
 CJ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0486_SP_SET: CONCRETE POST
 CJ0486_STAMPING: VERT 10 064 1983
 CJ0486_MARK LOGO: SCGS  
 CJ0486_PROJECTION: FLUSH
 CJ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0486
 CJ0486  HISTORY     - Date     Condition        Report By
 CJ0486  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0486
 CJ0486                          STATION DESCRIPTION
 CJ0486
 CJ0486'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0486'IN SAINT ANDREWS.
 CJ0486'0.9 KILOMETER (0.55 MILE) SOUTH ALONG STATE HIGHWAY 171 FROM THE
 CJ0486'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, THENCE 0.1 KILOMETER
 CJ0486'(0.05 MILE) SOUTHEAST ALONG A PAVED ROAD LEADING INTO THE CHARLES
 CJ0486'TOWNE LANDING, SET IN THE MEDIAN BETWEEN THE ENTRANCE ROAD AND THE
 CJ0486'EXIT ROAD, 23.3 METERS (76.5 FEET) EAST OF THE SOUTH CORNER OF THE
 CJ0486'SECURITY BUILDING, 23.2 METERS (76.0 FEET) EAST-SOUTHEAST OF THE EAST
 CJ0486'CORNER OF THE SECURITY BUILDING, 7.9 METERS (26.0 FEET)
 CJ0486'NORTH-NORTHEAST OF THE APPROXIMATE CENTER THE ENTRANCE ROAD,
 CJ0486'6.1 METERS (20.0 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CJ0486'THE EXIT ROAD.
 CJ0486'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0487 ***********************************************************************
 CJ0487  DESIGNATION -  10 065
 CJ0487  PID         -  CJ0487
 CJ0487  STATE/COUNTY-  SC/CHARLESTON
 CJ0487  USGS QUAD   -  CHARLESTON (1983)
 CJ0487
 CJ0487                         *CURRENT SURVEY CONTROL
 CJ0487  ___________________________________________________________________
 CJ0487* NAD 83(1986)-  32 48 05.     (N)    079 59 47.     (W)     SCALED    
 CJ0487* NAVD 88     -         3.837  (meters)      12.59   (feet)  ADJUSTED  
 CJ0487  ___________________________________________________________________
 CJ0487  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 CJ0487  DYNAMIC HT  -           3.833 (meters)      12.58  (feet)  COMP
 CJ0487  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 CJ0487
 CJ0487  VERT ORDER  -  FIRST     CLASS II
 CJ0487
 CJ0487.The horizontal coordinates were scaled from a topographic map and have
 CJ0487.an estimated accuracy of +/- 6 seconds.
 CJ0487
 CJ0487.The orthometric height was determined by differential leveling
 CJ0487.and adjusted by the National Geodetic Survey in June 1991..
 CJ0487
 CJ0487.The geoid height was determined by GEOID03.
 CJ0487
 CJ0487.The dynamic height is computed by dividing the NAVD 88
 CJ0487.geopotential number by the normal gravity value computed on the
 CJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0487.degrees latitude (g = 980.6199 gals.).
 CJ0487
 CJ0487.The modeled gravity was interpolated from observed gravity values.
 CJ0487
 CJ0487;                    North         East    Units  Estimated Accuracy
 CJ0487;SPC SC       -   107,820.      703,590.      MT  (+/- 180 meters Scaled)
 CJ0487
 CJ0487                          SUPERSEDED SURVEY CONTROL
 CJ0487
 CJ0487  NGVD 29 (03/21/89)    4.135  (m)           13.57   (f) ADJUSTED    1 2
 CJ0487
 CJ0487.Superseded values are not recommended for survey control.
 CJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0487.See file dsdata.txt to determine how the superseded data were derived.
 CJ0487
 CJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS939297(NAD 83)
 CJ0487_MARKER: DB = BENCH MARK DISK
 CJ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0487_SP_SET: CONCRETE POST
 CJ0487_STAMPING: VERT 10 065 1983
 CJ0487_MARK LOGO: SCGS  
 CJ0487_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0487
 CJ0487  HISTORY     - Date     Condition        Report By
 CJ0487  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0487
 CJ0487                          STATION DESCRIPTION
 CJ0487
 CJ0487'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0487'IN SAINT ANDREWS.
 CJ0487'1.8 KILOMETERS (1.15 MILES) SOUTH ALONG STATE HIGHWAY 171 FROM THE
 CJ0487'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR A POWER POLE,
 CJ0487'11.4 METERS (37.5 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CJ0487'NORTHBOUND LANE OF HIGHWAY 171, 18.0 METERS (59.5 FEET) SOUTHWEST OF
 CJ0487'THE SOUTHWEST CORNER OF A ONE-STORY BRICK HOUSE, 5.6 METERS (18.7
 CJ0487'FEET) SOUTH OF THE APPROXIMATE CENTER OF A CEMENT AND ROCK DRIVE
 CJ0487'LEADING TO THE BRICK HOUSE, 1.7 METERS (5.5 FEET) SOUTH-SOUTHEAST OF A
 CJ0487'POWER POLE NUMBER 154437.
 CJ0487'THE MARK IS ABOVE LEVEL WITH HIGHWAY 171.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0485 ***********************************************************************
 CJ0485  DESIGNATION -  10 066
 CJ0485  PID         -  CJ0485
 CJ0485  STATE/COUNTY-  SC/CHARLESTON
 CJ0485  USGS QUAD   -  CHARLESTON (1983)
 CJ0485
 CJ0485                         *CURRENT SURVEY CONTROL
 CJ0485  ___________________________________________________________________
 CJ0485* NAD 83(1986)-  32 48 51.     (N)    079 59 45.     (W)     SCALED    
 CJ0485* NAVD 88     -         5.689  (meters)      18.66   (feet)  ADJUSTED  
 CJ0485  ___________________________________________________________________
 CJ0485  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CJ0485  DYNAMIC HT  -           5.683 (meters)      18.64  (feet)  COMP
 CJ0485  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CJ0485
 CJ0485  VERT ORDER  -  FIRST     CLASS II
 CJ0485
 CJ0485.The horizontal coordinates were scaled from a topographic map and have
 CJ0485.an estimated accuracy of +/- 6 seconds.
 CJ0485
 CJ0485.The orthometric height was determined by differential leveling
 CJ0485.and adjusted by the National Geodetic Survey in June 1991..
 CJ0485
 CJ0485.The geoid height was determined by GEOID03.
 CJ0485
 CJ0485.The dynamic height is computed by dividing the NAVD 88
 CJ0485.geopotential number by the normal gravity value computed on the
 CJ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0485.degrees latitude (g = 980.6199 gals.).
 CJ0485
 CJ0485.The modeled gravity was interpolated from observed gravity values.
 CJ0485
 CJ0485;                    North         East    Units  Estimated Accuracy
 CJ0485;SPC SC       -   109,230.      703,630.      MT  (+/- 180 meters Scaled)
 CJ0485
 CJ0485                          SUPERSEDED SURVEY CONTROL
 CJ0485
 CJ0485  NGVD 29 (03/21/89)    5.987  (m)           19.64   (f) ADJUSTED    1 2
 CJ0485
 CJ0485.Superseded values are not recommended for survey control.
 CJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0485.See file dsdata.txt to determine how the superseded data were derived.
 CJ0485
 CJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS940311(NAD 83)
 CJ0485_MARKER: DD = SURVEY DISK
 CJ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0485_SP_SET: CONCRETE POST
 CJ0485_STAMPING: VERT 10 066 1983
 CJ0485_MARK LOGO: SCGS  
 CJ0485_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0485+STABILITY: SURFACE MOTION
 CJ0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0485+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0485
 CJ0485  HISTORY     - Date     Condition        Report By
 CJ0485  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0485  HISTORY     - 19920817 GOOD             NGS
 CJ0485
 CJ0485                          STATION DESCRIPTION
 CJ0485
 CJ0485'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0485'IN SAINT ANDREWS.
 CJ0485'THE MARK IS 0.30 M ABOVE PARKING LOT.
 CJ0485'2.5 KILOMETERS (1.55 MILES) NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 CJ0485'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, THENCE 0.2 KILOMETER
 CJ0485'(0.1 MILE) SOUTHEAST THROUGH THE ASHLEY PLAZA PARKING LOT, SET IN THE
 CJ0485'MIDDLE OF A DIRT ISLAND NEAR THE ASHLEY PLAZA SIGN, 129.9 METERS
 CJ0485'(426.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 CJ0485'HIGHWAY 7, 129.8 METERS (425.9 FEET) WEST OF THE CENTERLINE OF THE
 CJ0485'SOUTHBOUND LANE OF STATE HIGHWAY 171, 2.9 METERS (9.8 FEET)
 CJ0485'NORTH-NORTHEAST NORTHEAST OF THE CENTER I-BEAM OF THE ASHLEY PLAZA
 CJ0485'SIGN.
 CJ0485'THE MARK IS 4.00 METERS  WSW FROM A WITNESS POST.
 CJ0485
 CJ0485                          STATION RECOVERY (1992)
 CJ0485
 CJ0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0485'2.5 KM (1.55 MI) NORTHERLY ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 CJ0485'STATE HIGHWAY 61 IN ST. ANDREWS, NEAR THE CENTER OF A GRASSY AREA IN
 CJ0485'THE ASHLEY MALL PARKING LOT, 120.0 M (393.7 FT) NORTHWEST OF THE
 CJ0485'CENTERLINE OF THE SOUTHBOUND LANES OF STATE HIGHWAY 171, 105.0 M
 CJ0485'(344.5 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 CJ0485'HIGHWAY, 33.5 M (109.9 FT) SOUTHEAST OF A UTILITY LIGHT POLE, 15.5 M
 CJ0485'(50.9 FT) NORTHEAST OF THE SOUTHWEST CURB, 7.0 M (23.0 FT) SOUTHWEST
 CJ0485'OF THE NORTHEAST CURB, 4.1 M (13.5 FT) WEST-SOUTHWEST OF A WITNESS
 CJ0485'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE PARKING LOT, AND THE
 CJ0485'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0378 ***********************************************************************
 CJ0378  DESIGNATION -  10 067
 CJ0378  PID         -  CJ0378
 CJ0378  STATE/COUNTY-  SC/CHARLESTON
 CJ0378  USGS QUAD   -  CHARLESTON (1983)
 CJ0378
 CJ0378                         *CURRENT SURVEY CONTROL
 CJ0378  ___________________________________________________________________
 CJ0378* NAD 83(1986)-  32 46 31.     (N)    079 58 24.     (W)     SCALED    
 CJ0378* NAVD 88     -         2.868  (meters)       9.41   (feet)  ADJUSTED  
 CJ0378  ___________________________________________________________________
 CJ0378  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 CJ0378  DYNAMIC HT  -           2.865 (meters)       9.40  (feet)  COMP
 CJ0378  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CJ0378
 CJ0378  VERT ORDER  -  FIRST     CLASS II
 CJ0378
 CJ0378.The horizontal coordinates were scaled from a topographic map and have
 CJ0378.an estimated accuracy of +/- 6 seconds.
 CJ0378
 CJ0378.The orthometric height was determined by differential leveling
 CJ0378.and adjusted by the National Geodetic Survey in June 1991..
 CJ0378
 CJ0378.The geoid height was determined by GEOID03.
 CJ0378
 CJ0378.The dynamic height is computed by dividing the NAVD 88
 CJ0378.geopotential number by the normal gravity value computed on the
 CJ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0378.degrees latitude (g = 980.6199 gals.).
 CJ0378
 CJ0378.The modeled gravity was interpolated from observed gravity values.
 CJ0378
 CJ0378;                    North         East    Units  Estimated Accuracy
 CJ0378;SPC SC       -   104,940.      705,780.      MT  (+/- 180 meters Scaled)
 CJ0378
 CJ0378                          SUPERSEDED SURVEY CONTROL
 CJ0378
 CJ0378  NGVD 29 (03/21/89)    3.169  (m)           10.40   (f) ADJUSTED    1 2
 CJ0378
 CJ0378.Superseded values are not recommended for survey control.
 CJ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0378.See file dsdata.txt to determine how the superseded data were derived.
 CJ0378
 CJ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS961268(NAD 83)
 CJ0378_MARKER: DB = BENCH MARK DISK
 CJ0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0378_SP_SET: CONCRETE POST
 CJ0378_STAMPING: VERT 10 067 1983
 CJ0378_MARK LOGO: SCGS  
 CJ0378_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0378
 CJ0378  HISTORY     - Date     Condition        Report By
 CJ0378  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0378  HISTORY     - 19900518 MARK NOT FOUND   NGS
 CJ0378
 CJ0378                          STATION DESCRIPTION
 CJ0378
 CJ0378'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0378'IN SAINT ANDREWS.
 CJ0378'0.55 KILOMETER (0.3 MILE) SOUTH ALONG STATE HIGHWAY 171
 CJ0378'FROM THE JUNCTION OF U.S. HIGHWAY 17 IN SAINT ANDREWS,
 CJ0378'THENCE 0.1 KILOMETER (0.05 MILE) EAST ALONG YEAMANS ROAD, SET
 CJ0378'NEAR A POWER POLE WITH A STREET LIGHT ON IT, 62.2 METERS
 CJ0378'(204.3 FEET) EAST OF THE CENTER LINE OF THE NORTHBOUND LANE
 CJ0378'OF STATE HIGHWAYS 171 AND 700, 42.5 METERS (139.7 FEET)
 CJ0378'NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE HOLY TRINITY
 CJ0378'EPISCOPAL CHURCH, 8.7 METERS (28.5 FEET) SOUTH OF THE APPROXIMATE
 CJ0378'CENTER OF YEAMANS ROAD, 27.4 METERS (90.2 FEET) NORTH
 CJ0378'NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORY RED BRICK
 CJ0378'HOUSE AT THE BACK SIDE OF THE CHURCH, 3.7 METERS (12.4 FEET)
 CJ0378'SOUTH SOUTHWEST OF THE POWER POLE NUMBER 285860 WITH
 CJ0378'STREET LIGHT.
 CJ0378'THE MARK IS ABOVE LEVEL WITH YEAMANS ROAD.
 CJ0378
 CJ0378                          STATION RECOVERY (1990)
 CJ0378
 CJ0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0378'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0404 ***********************************************************************
 CJ0404  DESIGNATION -  10 068
 CJ0404  PID         -  CJ0404
 CJ0404  STATE/COUNTY-  SC/CHARLESTON
 CJ0404  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0404
 CJ0404                         *CURRENT SURVEY CONTROL
 CJ0404  ___________________________________________________________________
 CJ0404* NAD 83(1986)-  32 44 03.     (N)    079 58 07.     (W)     SCALED    
 CJ0404* NAVD 88     -         4.102  (meters)      13.46   (feet)  ADJUSTED  
 CJ0404  ___________________________________________________________________
 CJ0404  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 CJ0404  DYNAMIC HT  -           4.098 (meters)      13.44  (feet)  COMP
 CJ0404  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CJ0404
 CJ0404  VERT ORDER  -  FIRST     CLASS II
 CJ0404
 CJ0404.The horizontal coordinates were scaled from a topographic map and have
 CJ0404.an estimated accuracy of +/- 6 seconds.
 CJ0404
 CJ0404.The orthometric height was determined by differential leveling
 CJ0404.and adjusted by the National Geodetic Survey in June 1991..
 CJ0404
 CJ0404.The geoid height was determined by GEOID03.
 CJ0404
 CJ0404.The dynamic height is computed by dividing the NAVD 88
 CJ0404.geopotential number by the normal gravity value computed on the
 CJ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0404.degrees latitude (g = 980.6199 gals.).
 CJ0404
 CJ0404.The modeled gravity was interpolated from observed gravity values.
 CJ0404
 CJ0404;                    North         East    Units  Estimated Accuracy
 CJ0404;SPC SC       -   100,390.      706,270.      MT  (+/- 180 meters Scaled)
 CJ0404
 CJ0404                          SUPERSEDED SURVEY CONTROL
 CJ0404
 CJ0404  NGVD 29 (03/21/89)    4.402  (m)           14.44   (f) ADJUSTED    1 2
 CJ0404
 CJ0404.Superseded values are not recommended for survey control.
 CJ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0404.See file dsdata.txt to determine how the superseded data were derived.
 CJ0404
 CJ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS966222(NAD 83)
 CJ0404_MARKER: DB = BENCH MARK DISK
 CJ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0404_SP_SET: CONCRETE POST
 CJ0404_STAMPING: VERT 10 068 1983
 CJ0404_MARK LOGO: SCGS  
 CJ0404_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0404
 CJ0404  HISTORY     - Date     Condition        Report By
 CJ0404  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0404  HISTORY     - 19900518 MARK NOT FOUND   NGS
 CJ0404
 CJ0404                          STATION DESCRIPTION
 CJ0404
 CJ0404'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0404'IN CENTERVILLE.
 CJ0404'3.5 KILOMETERS (2.2 MILES) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0404'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, SET NEAR
 CJ0404'THE NORTHEAST CORNER OF A EXXON GAS STATION, 43.9 METERS
 CJ0404'(144.5 FEET) EAST SOUTHEAST OF THE CENTER LINE OF THE
 CJ0404'NORTHBOUND LANE OF HIGHWAY 171, 33.5 METERS (110.2 FEET)
 CJ0404'SOUTH SOUTHWEST OF THE CENTER LINE OF COUNTY ROAD S-10-28,
 CJ0404'5.2 METERS (17.3 FEET) EAST NORTHEAST OF THE NORTHEAST CORNER
 CJ0404'OF THE GAS STATION, 1.9 METERS (6.4 FEET) NORTH NORTHWEST
 CJ0404'OF A STREET LIGHT THAT LIGHTS THE PARKING LOT OF THE
 CJ0404'GAS STATION.
 CJ0404'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-10-28.
 CJ0404
 CJ0404                          STATION RECOVERY (1990)
 CJ0404
 CJ0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0404'THERE IS A NEW SERVICE STATION AT THE DESCRIBED LOCATION.  THE MARK
 CJ0404'SITE IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0403 ***********************************************************************
 CJ0403  DESIGNATION -  10 069
 CJ0403  PID         -  CJ0403
 CJ0403  STATE/COUNTY-  SC/CHARLESTON
 CJ0403  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0403
 CJ0403                         *CURRENT SURVEY CONTROL
 CJ0403  ___________________________________________________________________
 CJ0403* NAD 83(1986)-  32 43 40.     (N)    079 56 56.     (W)     SCALED    
 CJ0403* NAVD 88     -         3.826  (meters)      12.55   (feet)  ADJUSTED  
 CJ0403  ___________________________________________________________________
 CJ0403  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 CJ0403  DYNAMIC HT  -           3.822 (meters)      12.54  (feet)  COMP
 CJ0403  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 CJ0403
 CJ0403  VERT ORDER  -  FIRST     CLASS II
 CJ0403
 CJ0403.The horizontal coordinates were scaled from a topographic map and have
 CJ0403.an estimated accuracy of +/- 6 seconds.
 CJ0403
 CJ0403.The orthometric height was determined by differential leveling
 CJ0403.and adjusted by the National Geodetic Survey in June 1991..
 CJ0403
 CJ0403.The geoid height was determined by GEOID03.
 CJ0403
 CJ0403.The dynamic height is computed by dividing the NAVD 88
 CJ0403.geopotential number by the normal gravity value computed on the
 CJ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0403.degrees latitude (g = 980.6199 gals.).
 CJ0403
 CJ0403.The modeled gravity was interpolated from observed gravity values.
 CJ0403
 CJ0403;                    North         East    Units  Estimated Accuracy
 CJ0403;SPC SC       -    99,700.      708,120.      MT  (+/- 180 meters Scaled)
 CJ0403
 CJ0403                          SUPERSEDED SURVEY CONTROL
 CJ0403
 CJ0403  NGVD 29 (03/21/89)    4.126  (m)           13.54   (f) ADJUSTED    1 2
 CJ0403
 CJ0403.Superseded values are not recommended for survey control.
 CJ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0403.See file dsdata.txt to determine how the superseded data were derived.
 CJ0403
 CJ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS984215(NAD 83)
 CJ0403_MARKER: DB = BENCH MARK DISK
 CJ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0403_SP_SET: CONCRETE POST
 CJ0403_STAMPING: VERT 10 069 1983
 CJ0403_MARK LOGO: SCGS  
 CJ0403_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0403
 CJ0403  HISTORY     - Date     Condition        Report By
 CJ0403  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0403
 CJ0403                          STATION DESCRIPTION
 CJ0403
 CJ0403'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0403'IN CENTERVILLE.
 CJ0403'3.5 KILOMETERS (2.2 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0403'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0403'THENCE 2.0 KILOMETERS (1.25 MILES) EAST ALONG COUNTY ROAD
 CJ0403'S-10-28, SET ON THE EAST SIDE OF THE JAMES ISLAND BRANCH
 CJ0403'OF CHARLESTON COUNTY LIBRARY NEAR A FLAG POLE, 50.4 METERS
 CJ0403'(165.5 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A SHOPPING
 CJ0403'CENTER, 41.9 METERS (137.6 FEET) NORTH NORTHEAST OF THE
 CJ0403'CENTER LINE OF COUNTY ROAD S-10-28, 5.5 METERS (18.4 FEET)
 CJ0403'SOUTH OF THE NORTHEAST CORNER OF THE LIBRARY, 2.5 METERS
 CJ0403'(8.4 FEET) WEST OF THE FLAG POLE.
 CJ0403'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0402 ***********************************************************************
 CJ0402  DESIGNATION -  10 070
 CJ0402  PID         -  CJ0402
 CJ0402  STATE/COUNTY-  SC/CHARLESTON
 CJ0402  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0402
 CJ0402                         *CURRENT SURVEY CONTROL
 CJ0402  ___________________________________________________________________
 CJ0402* NAD 83(1986)-  32 43 28.     (N)    079 56 42.     (W)     SCALED    
 CJ0402* NAVD 88     -         3.800  (meters)      12.47   (feet)  ADJUSTED  
 CJ0402  ___________________________________________________________________
 CJ0402  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 CJ0402  DYNAMIC HT  -           3.796 (meters)      12.45  (feet)  COMP
 CJ0402  MODELED GRAV-     979,536.7   (mgal)                       NAVD 88
 CJ0402
 CJ0402  VERT ORDER  -  FIRST     CLASS II
 CJ0402
 CJ0402.The horizontal coordinates were scaled from a topographic map and have
 CJ0402.an estimated accuracy of +/- 6 seconds.
 CJ0402
 CJ0402.The orthometric height was determined by differential leveling
 CJ0402.and adjusted by the National Geodetic Survey in June 1991..
 CJ0402
 CJ0402.The geoid height was determined by GEOID03.
 CJ0402
 CJ0402.The dynamic height is computed by dividing the NAVD 88
 CJ0402.geopotential number by the normal gravity value computed on the
 CJ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0402.degrees latitude (g = 980.6199 gals.).
 CJ0402
 CJ0402.The modeled gravity was interpolated from observed gravity values.
 CJ0402
 CJ0402;                    North         East    Units  Estimated Accuracy
 CJ0402;SPC SC       -    99,330.      708,490.      MT  (+/- 180 meters Scaled)
 CJ0402
 CJ0402                          SUPERSEDED SURVEY CONTROL
 CJ0402
 CJ0402  NGVD 29 (03/21/89)    4.100  (m)           13.45   (f) ADJUSTED    1 2
 CJ0402
 CJ0402.Superseded values are not recommended for survey control.
 CJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0402.See file dsdata.txt to determine how the superseded data were derived.
 CJ0402
 CJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS988212(NAD 83)
 CJ0402_MARKER: DB = BENCH MARK DISK
 CJ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0402_SP_SET: CONCRETE POST
 CJ0402_STAMPING: VERT 10 070 1983
 CJ0402_MARK LOGO: SCGS  
 CJ0402_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0402
 CJ0402  HISTORY     - Date     Condition        Report By
 CJ0402  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0402
 CJ0402                          STATION DESCRIPTION
 CJ0402
 CJ0402'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0402'2.4 KM (1.5 MI) SE FROM CENTERVILLE.
 CJ0402'3.5 KILOMETERS (2.2 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0402'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0402'THENCE 2.6 KILOMETERS (1.6 MILES) EAST ALONG COUNTY ROAD
 CJ0402'S-10-28, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 CJ0402'COUNTY ROAD S-10-94, 13.1 METERS (43.0 FEET) SOUTH SOUTHEAST
 CJ0402'OF THE CENTER LINE OF COUNTY ROAD S-10-94, 9.4 METERS
 CJ0402'(31.0 FEET) EAST NORTHEAST OF THE CENTER LINE OF COUNTY
 CJ0402'ROAD S-10-28, 4.7 METERS (15.5 FEET) SOUTH SOUTHWEST OF A
 CJ0402'POWER POLE NUMBER 239816, 3.5 METERS (11.6 FEET) NORTH
 CJ0402'NORTHEAST OF A FIRE HYDRANT.
 CJ0402'THE MARK IS 1.50 METERS  WNW FROM A WITNESS POST.
 CJ0402'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0409 ***********************************************************************
 CJ0409  DESIGNATION -  10 071
 CJ0409  PID         -  CJ0409
 CJ0409  STATE/COUNTY-  SC/CHARLESTON
 CJ0409  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0409
 CJ0409                         *CURRENT SURVEY CONTROL
 CJ0409  ___________________________________________________________________
 CJ0409* NAD 83(1986)-  32 43 02.     (N)    079 57 56.     (W)     SCALED    
 CJ0409* NAVD 88     -         5.147  (meters)      16.89   (feet)  ADJUSTED  
 CJ0409  ___________________________________________________________________
 CJ0409  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 CJ0409  DYNAMIC HT  -           5.141 (meters)      16.87  (feet)  COMP
 CJ0409  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CJ0409
 CJ0409  VERT ORDER  -  FIRST     CLASS II
 CJ0409
 CJ0409.The horizontal coordinates were scaled from a topographic map and have
 CJ0409.an estimated accuracy of +/- 6 seconds.
 CJ0409
 CJ0409.The orthometric height was determined by differential leveling
 CJ0409.and adjusted by the National Geodetic Survey in June 1991..
 CJ0409
 CJ0409.The geoid height was determined by GEOID03.
 CJ0409
 CJ0409.The dynamic height is computed by dividing the NAVD 88
 CJ0409.geopotential number by the normal gravity value computed on the
 CJ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0409.degrees latitude (g = 980.6199 gals.).
 CJ0409
 CJ0409.The modeled gravity was interpolated from observed gravity values.
 CJ0409
 CJ0409;                    North         East    Units  Estimated Accuracy
 CJ0409;SPC SC       -    98,510.      706,570.      MT  (+/- 180 meters Scaled)
 CJ0409
 CJ0409                          SUPERSEDED SURVEY CONTROL
 CJ0409
 CJ0409  NGVD 29 (05/09/91)    5.447  (m)           17.87   (f) ADJUSTED    1 2
 CJ0409
 CJ0409.Superseded values are not recommended for survey control.
 CJ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0409.See file dsdata.txt to determine how the superseded data were derived.
 CJ0409
 CJ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS969204(NAD 83)
 CJ0409_MARKER: DD = SURVEY DISK
 CJ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0409_SP_SET: CONCRETE POST
 CJ0409_STAMPING: VERT 10 071 1983
 CJ0409_MARK LOGO: SCGS  
 CJ0409_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0409+STABILITY: SURFACE MOTION
 CJ0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0409+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0409
 CJ0409  HISTORY     - Date     Condition        Report By
 CJ0409  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0409  HISTORY     - 19900518 GOOD             NGS
 CJ0409
 CJ0409                          STATION DESCRIPTION
 CJ0409
 CJ0409'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0409'1.9 KM (1.2 MI) SOUTH FROM CENTERVILLE.
 CJ0409'5.55 KILOMETERS (3.45 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0409'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0409'SET IN THE NORTH ANGLE OF THE INTERSECTION OF COUNTY ROAD
 CJ0409'S-10-94, 18.3 METERS (60.2 FEET) EAST NORTHEAST OF THE CENTER
 CJ0409'LINE OF THE NORTHBOUND LANE OF HIGHWAY 171, 19.0 METERS
 CJ0409'(62.5 FEET) NORTH NORTHWEST OF THE CENTER LINE OF COUNTY ROAD
 CJ0409'S-10-94, 16.5 METERS (54.0 FEET) NORTH NORTHEAST OF A
 CJ0409'POWER POLE THAT HOLDS UP THE TRAFFIC LIGHTS, 5.2 METERS
 CJ0409'(17.3 FEET) SOUTH SOUTHEAST OF A POWER POLE NUMBER 38925
 CJ0409'WITH METER ATTACHED, 4.9 METERS (16.0 FEET) NORTH
 CJ0409'NORTHEAST OF A 2 FOOT HIGH BRICK WALL.
 CJ0409'THE MARK IS 5.00 METERS  ESE FROM A WITNESS POST.
 CJ0409'THE MARK IS ABOVE LEVEL WITH HIGHWAY 171.
 CJ0409
 CJ0409                          STATION RECOVERY (1990)
 CJ0409
 CJ0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0408 ***********************************************************************
 CJ0408  DESIGNATION -  10 072
 CJ0408  PID         -  CJ0408
 CJ0408  STATE/COUNTY-  SC/CHARLESTON
 CJ0408  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0408
 CJ0408                         *CURRENT SURVEY CONTROL
 CJ0408  ___________________________________________________________________
 CJ0408* NAD 83(1986)-  32 43 22.     (N)    079 57 03.     (W)     SCALED    
 CJ0408* NAVD 88     -         3.954  (meters)      12.97   (feet)  ADJUSTED  
 CJ0408  ___________________________________________________________________
 CJ0408  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 CJ0408  DYNAMIC HT  -           3.949 (meters)      12.96  (feet)  COMP
 CJ0408  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 CJ0408
 CJ0408  VERT ORDER  -  FIRST     CLASS II
 CJ0408
 CJ0408.The horizontal coordinates were scaled from a topographic map and have
 CJ0408.an estimated accuracy of +/- 6 seconds.
 CJ0408
 CJ0408.The orthometric height was determined by differential leveling
 CJ0408.and adjusted by the National Geodetic Survey in June 1991..
 CJ0408
 CJ0408.The geoid height was determined by GEOID03.
 CJ0408
 CJ0408.The dynamic height is computed by dividing the NAVD 88
 CJ0408.geopotential number by the normal gravity value computed on the
 CJ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0408.degrees latitude (g = 980.6199 gals.).
 CJ0408
 CJ0408.The modeled gravity was interpolated from observed gravity values.
 CJ0408
 CJ0408;                    North         East    Units  Estimated Accuracy
 CJ0408;SPC SC       -    99,140.      707,950.      MT  (+/- 180 meters Scaled)
 CJ0408
 CJ0408                          SUPERSEDED SURVEY CONTROL
 CJ0408
 CJ0408  NGVD 29 (03/21/89)    4.253  (m)           13.95   (f) ADJUSTED    1 2
 CJ0408
 CJ0408.Superseded values are not recommended for survey control.
 CJ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0408.See file dsdata.txt to determine how the superseded data were derived.
 CJ0408
 CJ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS983210(NAD 83)
 CJ0408_MARKER: DB = BENCH MARK DISK
 CJ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0408_SP_SET: CONCRETE POST
 CJ0408_STAMPING: VERT 10 072 1983
 CJ0408_MARK LOGO: SCGS  
 CJ0408_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0408
 CJ0408  HISTORY     - Date     Condition        Report By
 CJ0408  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0408
 CJ0408                          STATION DESCRIPTION
 CJ0408
 CJ0408'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0408'2.1 KM (1.3 MI) SE FROM CENTERVILLE.
 CJ0408'5.55 KILOMETERS (3.45 MILES) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0408'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, THENCE 1.6
 CJ0408'KILOMETERS (1.0 MILE) NORTHEAST ALONG COUNTY ROAD S-10-94, SET
 CJ0408'NEAR THE MAIN ENTRANCE DOOR TO THE G. CREIGHTON FRAMPTON
 CJ0408'ELEMENTARY SCHOOL, 38.0 METERS (124.5 FEET) NORTH OF THE
 CJ0408'CENTER LINE OF COUNTY ROAD S-10-94, 12.5 METERS (41.2 FEET)
 CJ0408'SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE DOOR,
 CJ0408'2.1 METERS (6.9 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF
 CJ0408'THE CLASSROOM SECTION OF THE SCHOOL, 1.5 METERS (4.8 FEET)
 CJ0408'NORTH NORTHWEST OF A POWER POLE NUMBER 124168.
 CJ0408'THE MARK IS 0.60 METERS  SE FROM A WITNESS POST.
 CJ0408'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0401 ***********************************************************************
 CJ0401  DESIGNATION -  10 073
 CJ0401  PID         -  CJ0401
 CJ0401  STATE/COUNTY-  SC/CHARLESTON
 CJ0401  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0401
 CJ0401                         *CURRENT SURVEY CONTROL
 CJ0401  ___________________________________________________________________
 CJ0401* NAD 83(1986)-  32 44 14.     (N)    079 55 20.     (W)     SCALED    
 CJ0401* NAVD 88     -         4.963  (meters)      16.28   (feet)  ADJUSTED  
 CJ0401  ___________________________________________________________________
 CJ0401  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 CJ0401  DYNAMIC HT  -           4.958 (meters)      16.27  (feet)  COMP
 CJ0401  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 CJ0401
 CJ0401  VERT ORDER  -  FIRST     CLASS II
 CJ0401
 CJ0401.The horizontal coordinates were scaled from a topographic map and have
 CJ0401.an estimated accuracy of +/- 6 seconds.
 CJ0401
 CJ0401.The orthometric height was determined by differential leveling
 CJ0401.and adjusted by the National Geodetic Survey in June 1991..
 CJ0401
 CJ0401.The geoid height was determined by GEOID03.
 CJ0401
 CJ0401.The dynamic height is computed by dividing the NAVD 88
 CJ0401.geopotential number by the normal gravity value computed on the
 CJ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0401.degrees latitude (g = 980.6199 gals.).
 CJ0401
 CJ0401.The modeled gravity was interpolated from observed gravity values.
 CJ0401
 CJ0401;                    North         East    Units  Estimated Accuracy
 CJ0401;SPC SC       -   100,770.      710,610.      MT  (+/- 180 meters Scaled)
 CJ0401
 CJ0401                          SUPERSEDED SURVEY CONTROL
 CJ0401
 CJ0401  NGVD 29 (03/21/89)    5.264  (m)           17.27   (f) ADJUSTED    1 2
 CJ0401
 CJ0401.Superseded values are not recommended for survey control.
 CJ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0401.See file dsdata.txt to determine how the superseded data were derived.
 CJ0401
 CJ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS009226(NAD 83)
 CJ0401_MARKER: DD = SURVEY DISK
 CJ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0401_SP_SET: CONCRETE POST
 CJ0401_STAMPING: VERT 10 073 1983
 CJ0401_MARK LOGO: SCGS  
 CJ0401_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0401+STABILITY: SURFACE MOTION
 CJ0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0401+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0401
 CJ0401  HISTORY     - Date     Condition        Report By
 CJ0401  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0401  HISTORY     - 19920817 GOOD             NGS
 CJ0401
 CJ0401                          STATION DESCRIPTION
 CJ0401
 CJ0401'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0401'4.2 KM (2.6 MI) EAST FROM CENTERVILLE.
 CJ0401'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-94.
 CJ0401'5.55 KILOMETERS (3.45 MILES) SOUTH ALONG STATE HIGHWAY
 CJ0401'171 FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0401'THENCE 4.9 KILOMETERS (3.05 MILES) NORTHEAST ALONG COUNTY
 CJ0401'ROAD S-10-94, SET NEAR THE NORTH CORNER OF A ONE STORY BRICK
 CJ0401'HOUSE, 39.5 METERS (129.8 FEET) NORTHEAST OF THE APPROXIMATE
 CJ0401'CENTER OF A SAND ROAD (JOE RIVERS ROAD), 16.2 METERS (53.4
 CJ0401'FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD
 CJ0401'S-10-94, 6.4 METERS (21.0 FEET) SOUTHWEST OF A CHAIN LINK
 CJ0401'FENCE RUNNING EAST AND WEST, 3.9 METERS (12.8 FEET) NORTH
 CJ0401'OF THE NORTH CORNER OF THE HOUSE.
 CJ0401
 CJ0401                          STATION RECOVERY (1992)
 CJ0401
 CJ0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0401'1.0 KM (0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0401'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 6.0 M (19.7
 CJ0401'FT) EASTERLY ALONG HARBOR VIEW ROAD, THENCE 0.8 KM (0.50 MI)
 CJ0401'SOUTHWESTERLY ALONG FORT JOHNSON ROAD, 39.9 M (130.9 FT) NORTHEAST OF
 CJ0401'THE CENTERLINE OF JOE RIVERS ROAD, 16.2 M (53.1 FT) SOUTHEAST OF AND
 CJ0401'LEVEL WITH THE ROAD CENTERLINE, 6.4 M (21.0 FT) SOUTHWEST OF THE
 CJ0401'NORTHEAST CORNER OF A CHAIN-LINK FENCE, 3.9 M (12.8 FT) NORTH OF THE
 CJ0401'NORTH CORNER OF THE MEARS RESIDENCE AT 718 FORT JOHNSON ROAD, 2.5 M
 CJ0401'(8.2 FT) NORTHWEST OF A FENCE, AND THE MONUMENT IS RECESSED 0.06 M
 CJ0401'(0.20 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2630 ***********************************************************************
 CK2630  DESIGNATION -  10 074
 CK2630  PID         -  CK2630
 CK2630  STATE/COUNTY-  SC/CHARLESTON
 CK2630  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2630
 CK2630                         *CURRENT SURVEY CONTROL
 CK2630  ___________________________________________________________________
 CK2630* NAD 83(1986)-  32 43 48.     (N)    080 09 35.     (W)     SCALED    
 CK2630* NAVD 88     -         4.636  (meters)      15.21   (feet)  ADJUSTED  
 CK2630  ___________________________________________________________________
 CK2630  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK2630  DYNAMIC HT  -           4.631 (meters)      15.19  (feet)  COMP
 CK2630  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 CK2630
 CK2630  VERT ORDER  -  FIRST     CLASS II
 CK2630
 CK2630.The horizontal coordinates were scaled from a topographic map and have
 CK2630.an estimated accuracy of +/- 6 seconds.
 CK2630
 CK2630.The orthometric height was determined by differential leveling
 CK2630.and adjusted by the National Geodetic Survey in June 1991..
 CK2630
 CK2630.The geoid height was determined by GEOID03.
 CK2630
 CK2630.The dynamic height is computed by dividing the NAVD 88
 CK2630.geopotential number by the normal gravity value computed on the
 CK2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2630.degrees latitude (g = 980.6199 gals.).
 CK2630
 CK2630.The modeled gravity was interpolated from observed gravity values.
 CK2630
 CK2630;                    North         East    Units  Estimated Accuracy
 CK2630;SPC SC       -    99,760.      688,360.      MT  (+/- 180 meters Scaled)
 CK2630
 CK2630                          SUPERSEDED SURVEY CONTROL
 CK2630
 CK2630  NGVD 29 (03/21/89)    4.933  (m)           16.18   (f) ADJUSTED    1 2
 CK2630
 CK2630.Superseded values are not recommended for survey control.
 CK2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2630.See file dsdata.txt to determine how the superseded data were derived.
 CK2630
 CK2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS787216(NAD 83)
 CK2630_MARKER: DB = BENCH MARK DISK
 CK2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2630_SP_SET: CONCRETE POST
 CK2630_STAMPING: VERT 10 074 1983
 CK2630_MARK LOGO: SCGS  
 CK2630_PROJECTION: RECESSED 7 CENTIMETERS
 CK2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2630+STABILITY: SURFACE MOTION
 CK2630
 CK2630  HISTORY     - Date     Condition        Report By
 CK2630  HISTORY     - 1983     MONUMENTED       SCGS
 CK2630  HISTORY     - 20010331 GOOD             NGS
 CK2630  HISTORY     - 20011210 GOOD             NGS
 CK2630
 CK2630                          STATION DESCRIPTION
 CK2630
 CK2630'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2630'17.4 KM (10.8 MI) SW FROM SAINT ANDREWS.
 CK2630'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2630'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2630'WEST OF SAINT ANDREWS, THENCE 7.65 KILOMETERS (4.75 MILES) WEST ALONG
 CK2630'COUNTY ROAD S-10-54, SET NEAR A FIVE-FOOT HIGH BRICK PILLAR AT THE
 CK2630'INTERSECTION OF A SAND DRIVE, 24.5 METERS (80.6 FEET) WEST-SOUTHWEST
 CK2630'OF A FIRE HYDRANT, 10.7 METERS (35.4 FEET) WEST OF THE CENTERLINE OF
 CK2630'COUNTY ROAD S-10-54, 7.9 METERS (26.0 FEET) NORTH OF THE APPROXIMATE
 CK2630'CENTER OF THE SAND DRIVE, 5.2 METERS (17.0 FEET) NORTH-NORTHEAST OF A
 CK2630'POWER POLE, 0.5 METER (1.5 FEET) EAST OF A WOODEN FENCE.
 CK2630'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-54.
 CK2630
 CK2630                          STATION RECOVERY (2001)
 CK2630
 CK2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2630'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2630
 CK2630                          STATION RECOVERY (2001)
 CK2630
 CK2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2630'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2631 ***********************************************************************
 CK2631  DESIGNATION -  10 075
 CK2631  PID         -  CK2631
 CK2631  STATE/COUNTY-  SC/CHARLESTON
 CK2631  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2631
 CK2631                         *CURRENT SURVEY CONTROL
 CK2631  ___________________________________________________________________
 CK2631* NAD 83(1986)-  32 43 20.     (N)    080 09 20.     (W)     SCALED    
 CK2631* NAVD 88     -         5.003  (meters)      16.41   (feet)  ADJUSTED  
 CK2631  ___________________________________________________________________
 CK2631  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2631  DYNAMIC HT  -           4.998 (meters)      16.40  (feet)  COMP
 CK2631  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CK2631
 CK2631  VERT ORDER  -  FIRST     CLASS II
 CK2631
 CK2631.The horizontal coordinates were scaled from a topographic map and have
 CK2631.an estimated accuracy of +/- 6 seconds.
 CK2631
 CK2631.The orthometric height was determined by differential leveling
 CK2631.and adjusted by the National Geodetic Survey in June 1991..
 CK2631
 CK2631.The geoid height was determined by GEOID03.
 CK2631
 CK2631.The dynamic height is computed by dividing the NAVD 88
 CK2631.geopotential number by the normal gravity value computed on the
 CK2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2631.degrees latitude (g = 980.6199 gals.).
 CK2631
 CK2631.The modeled gravity was interpolated from observed gravity values.
 CK2631
 CK2631;                    North         East    Units  Estimated Accuracy
 CK2631;SPC SC       -    98,900.      688,760.      MT  (+/- 180 meters Scaled)
 CK2631
 CK2631                          SUPERSEDED SURVEY CONTROL
 CK2631
 CK2631  NGVD 29 (03/21/89)    5.300  (m)           17.39   (f) ADJUSTED    1 2
 CK2631
 CK2631.Superseded values are not recommended for survey control.
 CK2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2631.See file dsdata.txt to determine how the superseded data were derived.
 CK2631
 CK2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS791208(NAD 83)
 CK2631_MARKER: DB = BENCH MARK DISK
 CK2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2631_SP_SET: CONCRETE POST
 CK2631_STAMPING: VERT 10 075 1983
 CK2631_MARK LOGO: SCGS  
 CK2631_PROJECTION: FLUSH
 CK2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2631+STABILITY: SURFACE MOTION
 CK2631
 CK2631  HISTORY     - Date     Condition        Report By
 CK2631  HISTORY     - 1983     MONUMENTED       SCGS
 CK2631  HISTORY     - 20010331 GOOD             NGS
 CK2631  HISTORY     - 20011210 GOOD             NGS
 CK2631
 CK2631                          STATION DESCRIPTION
 CK2631
 CK2631'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2631'17.4 KM (10.8 MI) SW FROM SAINT ANDREWS.
 CK2631'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2631'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2631'WEST OF SAINT ANDREWS, THENCE 9.25 KILOMETERS (5.75 MILES) WEST ALONG
 CK2631'COUNTY ROAD S-10-54, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 CK2631'A FIELD ACCESS ROAD, 24.7 METERS (81.0 FEET) SOUTHEAST OF A S-SHAPED
 CK2631'36-INCH PINE TREE, 15.0 METERS (49.3 FEET) SOUTH-SOUTHEAST OF THE
 CK2631'CENTERLINE OF COUNTY ROAD S-10-54, 13.3 METERS (43.5 FEET) WEST OF A
 CK2631'24-INCH BLAZED OAK TREE, 11.6 METERS (38.0 FEET) NORTHEAST OF THE
 CK2631'APPROXIMATE CENTER OF THE FIELD ACCESS ROAD.
 CK2631'THE MARK IS 1.40 METERS  NNW FROM A WITNESS POST.
 CK2631'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-54.
 CK2631
 CK2631                          STATION RECOVERY (2001)
 CK2631
 CK2631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2631'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2631
 CK2631                          STATION RECOVERY (2001)
 CK2631
 CK2631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2631'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2639 ***********************************************************************
 CK2639  DESIGNATION -  10 076
 CK2639  PID         -  CK2639
 CK2639  STATE/COUNTY-  SC/CHARLESTON
 CK2639  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2639
 CK2639                         *CURRENT SURVEY CONTROL
 CK2639  ___________________________________________________________________
 CK2639* NAD 83(1986)-  32 43 14.     (N)    080 08 38.     (W)     SCALED    
 CK2639* NAVD 88     -         2.855  (meters)       9.37   (feet)  ADJUSTED  
 CK2639  ___________________________________________________________________
 CK2639  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 CK2639  DYNAMIC HT  -           2.852 (meters)       9.36  (feet)  COMP
 CK2639  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 CK2639
 CK2639  VERT ORDER  -  FIRST     CLASS II
 CK2639
 CK2639.The horizontal coordinates were scaled from a topographic map and have
 CK2639.an estimated accuracy of +/- 6 seconds.
 CK2639
 CK2639.The orthometric height was determined by differential leveling
 CK2639.and adjusted by the National Geodetic Survey in June 1991..
 CK2639
 CK2639.The geoid height was determined by GEOID03.
 CK2639
 CK2639.The dynamic height is computed by dividing the NAVD 88
 CK2639.geopotential number by the normal gravity value computed on the
 CK2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2639.degrees latitude (g = 980.6199 gals.).
 CK2639
 CK2639.The modeled gravity was interpolated from observed gravity values.
 CK2639
 CK2639;                    North         East    Units  Estimated Accuracy
 CK2639;SPC SC       -    98,730.      689,850.      MT  (+/- 180 meters Scaled)
 CK2639
 CK2639                          SUPERSEDED SURVEY CONTROL
 CK2639
 CK2639  NGVD 29 (03/21/89)    3.152  (m)           10.34   (f) ADJUSTED    1 2
 CK2639
 CK2639.Superseded values are not recommended for survey control.
 CK2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2639.See file dsdata.txt to determine how the superseded data were derived.
 CK2639
 CK2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS802206(NAD 83)
 CK2639_MARKER: DB = BENCH MARK DISK
 CK2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2639_SP_SET: CONCRETE POST
 CK2639_STAMPING: VERT 10 076 1983
 CK2639_MARK LOGO: SCGS  
 CK2639_PROJECTION: FLUSH
 CK2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2639+STABILITY: SURFACE MOTION
 CK2639
 CK2639  HISTORY     - Date     Condition        Report By
 CK2639  HISTORY     - 1983     MONUMENTED       SCGS
 CK2639  HISTORY     - 20010331 GOOD             NGS
 CK2639  HISTORY     - 20011210 GOOD             NGS
 CK2639
 CK2639                          STATION DESCRIPTION
 CK2639
 CK2639'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2639'15.8 KM (9.8 MI) SW FROM SAINT ANDREWS.
 CK2639'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2639'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2639'WEST OF SAINT ANDREWS, THENCE 10.2 KILOMETERS (6.35 MILES) WEST ALONG
 CK2639'COUNTY ROAD S-10-54 TO A SHARP CURVE IN THE ROAD, THENCE 0.5 KILOMETER
 CK2639'(0.35 MILE) NORTHEAST ALONG COUNTY ROAD S-10-2149, SET NEAR A POWER
 CK2639'POLE, 34.3 METERS (112.6 FEET) EAST OF A FIRE HYDRANT, 22.0 METERS
 CK2639'(72.4 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVE,
 CK2639'9.8 METERS (32.6 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY
 CK2639'ROAD S-10-2149, 2.3 METERS (7.4 FEET) NORTH-NORTHWEST OF A WIRE FENCE,
 CK2639'1.5 METERS (5.1 FEET) SOUTH-SOUTHWEST OF THE POWER POLE.
 CK2639'THE MARK IS 0.80 METERS  ENE FROM A WITNESS POST.
 CK2639'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-2149.
 CK2639
 CK2639                          STATION RECOVERY (2001)
 CK2639
 CK2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2639'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2639
 CK2639                          STATION RECOVERY (2001)
 CK2639
 CK2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2639'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2640 ***********************************************************************
 CK2640  DESIGNATION -  10 077
 CK2640  PID         -  CK2640
 CK2640  STATE/COUNTY-  SC/CHARLESTON
 CK2640  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2640
 CK2640                         *CURRENT SURVEY CONTROL
 CK2640  ___________________________________________________________________
 CK2640* NAD 83(1986)-  32 43 31.     (N)    080 07 48.     (W)     SCALED    
 CK2640* NAVD 88     -         3.859  (meters)      12.66   (feet)  ADJUSTED  
 CK2640  ___________________________________________________________________
 CK2640  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK2640  DYNAMIC HT  -           3.855 (meters)      12.65  (feet)  COMP
 CK2640  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 CK2640
 CK2640  VERT ORDER  -  FIRST     CLASS II
 CK2640
 CK2640.The horizontal coordinates were scaled from a topographic map and have
 CK2640.an estimated accuracy of +/- 6 seconds.
 CK2640
 CK2640.The orthometric height was determined by differential leveling
 CK2640.and adjusted by the National Geodetic Survey in June 1991..
 CK2640
 CK2640.The geoid height was determined by GEOID03.
 CK2640
 CK2640.The dynamic height is computed by dividing the NAVD 88
 CK2640.geopotential number by the normal gravity value computed on the
 CK2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2640.degrees latitude (g = 980.6199 gals.).
 CK2640
 CK2640.The modeled gravity was interpolated from observed gravity values.
 CK2640
 CK2640;                    North         East    Units  Estimated Accuracy
 CK2640;SPC SC       -    99,260.      691,150.      MT  (+/- 180 meters Scaled)
 CK2640
 CK2640                          SUPERSEDED SURVEY CONTROL
 CK2640
 CK2640  NGVD 29 (03/21/89)    4.156  (m)           13.64   (f) ADJUSTED    1 2
 CK2640
 CK2640.Superseded values are not recommended for survey control.
 CK2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2640.See file dsdata.txt to determine how the superseded data were derived.
 CK2640
 CK2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS815211(NAD 83)
 CK2640_MARKER: DB = BENCH MARK DISK
 CK2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2640_SP_SET: CONCRETE POST
 CK2640_STAMPING: VERT 10 077 1983
 CK2640_MARK LOGO: SCGS  
 CK2640_PROJECTION: FLUSH
 CK2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2640+STABILITY: SURFACE MOTION
 CK2640
 CK2640  HISTORY     - Date     Condition        Report By
 CK2640  HISTORY     - 1983     MONUMENTED       SCGS
 CK2640  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2640  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2640
 CK2640                          STATION DESCRIPTION
 CK2640
 CK2640'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2640'14.0 KM (8.7 MI) SW FROM SAINT ANDREWS.
 CK2640'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2640'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2640'WEST OF SAINT ANDREWS, THENCE 10.2 KILOMETERS (6.35 MILES) WEST ALONG
 CK2640'COUNTY ROAD S-10-54 TO A SHARP CURVE IN THE ROAD, THENCE 1.9
 CK2640'KILOMETERS (1.2 MILES) NORTHEAST ALONG COUNTY ROAD S-10-2149, SET IN
 CK2640'THE NORTHWEST ANGLE OF THE INTERSECTION OF A SAND ROAD NEAR A 48-INCH
 CK2640'PINE TREE, 10.9 METERS (35.7 FEET) NORTH OF THE CENTERLINE OF COUNTY
 CK2640'ROAD S-10-2149, 9.7 METERS (32.0 FEET) WEST OF THE APPROXIMATE CENTER
 CK2640'OF THE SAND ROAD, 4.8 METERS (15.7 FEET) NORTH-NORTHWEST OF THE
 CK2640'48-INCH PINE TREE, 17.8 METERS (58.7 FEET) EAST OF A POWER POLE WITH A
 CK2640'GUY WIRE THAT GOES ACROSS THE ROAD.
 CK2640'THE MARK IS 1.40 METERS  NNE FROM A WITNESS POST.
 CK2640'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-10-2149.
 CK2640
 CK2640                          STATION RECOVERY (2001)
 CK2640
 CK2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2640'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2640
 CK2640                          STATION RECOVERY (2001)
 CK2640
 CK2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2640'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2641 ***********************************************************************
 CK2641  DESIGNATION -  10 078
 CK2641  PID         -  CK2641
 CK2641  STATE/COUNTY-  SC/CHARLESTON
 CK2641  USGS QUAD   -  LEGAREVILLE (1971)
 CK2641
 CK2641                         *CURRENT SURVEY CONTROL
 CK2641  ___________________________________________________________________
 CK2641* NAD 83(1986)-  32 42 58.     (N)    080 07 21.     (W)     SCALED    
 CK2641* NAVD 88     -         6.065  (meters)      19.90   (feet)  ADJUSTED  
 CK2641  ___________________________________________________________________
 CK2641  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 CK2641  DYNAMIC HT  -           6.058 (meters)      19.88  (feet)  COMP
 CK2641  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK2641
 CK2641  VERT ORDER  -  FIRST     CLASS II
 CK2641
 CK2641.The horizontal coordinates were scaled from a topographic map and have
 CK2641.an estimated accuracy of +/- 6 seconds.
 CK2641
 CK2641.The orthometric height was determined by differential leveling
 CK2641.and adjusted by the National Geodetic Survey in June 1991..
 CK2641
 CK2641.The geoid height was determined by GEOID03.
 CK2641
 CK2641.The dynamic height is computed by dividing the NAVD 88
 CK2641.geopotential number by the normal gravity value computed on the
 CK2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2641.degrees latitude (g = 980.6199 gals.).
 CK2641
 CK2641.The modeled gravity was interpolated from observed gravity values.
 CK2641
 CK2641;                    North         East    Units  Estimated Accuracy
 CK2641;SPC SC       -    98,250.      691,860.      MT  (+/- 180 meters Scaled)
 CK2641
 CK2641                          SUPERSEDED SURVEY CONTROL
 CK2641
 CK2641  NGVD 29 (03/21/89)    6.362  (m)           20.87   (f) ADJUSTED    1 2
 CK2641
 CK2641.Superseded values are not recommended for survey control.
 CK2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2641.See file dsdata.txt to determine how the superseded data were derived.
 CK2641
 CK2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS822201(NAD 83)
 CK2641_MARKER: DB = BENCH MARK DISK
 CK2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2641_SP_SET: CONCRETE POST
 CK2641_STAMPING: VERT 10 078 1983
 CK2641_MARK LOGO: SCGS  
 CK2641_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2641+STABILITY: SURFACE MOTION
 CK2641
 CK2641  HISTORY     - Date     Condition        Report By
 CK2641  HISTORY     - 1983     MONUMENTED       SCGS
 CK2641  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2641  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2641
 CK2641                          STATION DESCRIPTION
 CK2641
 CK2641'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2641'12.9 KM (8.0 MI) SW FROM SAINT ANDREWS.
 CK2641'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2641'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2641'WEST OF SAINT ANDREWS, THENCE 10.2 KILOMETERS (6.35 MILES) WEST ALONG
 CK2641'COUNTY ROAD S-10-54 TO A SHARP CURVE IN THE ROAD, THENCE 3.5
 CK2641'KILOMETERS (2.2 MILES) NORTHEAST ALONG COUNTY ROAD S-10-2149, SET IN
 CK2641'THE VEE OF THE INTERSECTION OF A SAND ROAD LEADING WEST-SOUTHWEST,
 CK2641'11.0 METERS (36.6 FEET) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 CK2641'S-10-2149, 9.2 METERS (30.7 FEET) NORTH OF THE APPROXIMATE CENTER OF A
 CK2641'SAND ROAD, 21.3 METERS (70.1 FEET) EAST-NORTHEAST OF A 12-INCH BLAZED
 CK2641'PINE TREE.
 CK2641'THE MARK IS 0.90 METERS  W FROM A WITNESS POST.
 CK2641'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2641
 CK2641                          STATION RECOVERY (2001)
 CK2641
 CK2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2641'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2641
 CK2641                          STATION RECOVERY (2001)
 CK2641
 CK2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2641'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2642 ***********************************************************************
 CK2642  DESIGNATION -  10 079
 CK2642  PID         -  CK2642
 CK2642  STATE/COUNTY-  SC/CHARLESTON
 CK2642  USGS QUAD   -  LEGAREVILLE (1971)
 CK2642
 CK2642                         *CURRENT SURVEY CONTROL
 CK2642  ___________________________________________________________________
 CK2642* NAD 83(1986)-  32 43 19.     (N)    080 06 29.     (W)     SCALED    
 CK2642* NAVD 88     -         6.398  (meters)      20.99   (feet)  ADJUSTED  
 CK2642  ___________________________________________________________________
 CK2642  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CK2642  DYNAMIC HT  -           6.391 (meters)      20.97  (feet)  COMP
 CK2642  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 CK2642
 CK2642  VERT ORDER  -  FIRST     CLASS II
 CK2642
 CK2642.The horizontal coordinates were scaled from a topographic map and have
 CK2642.an estimated accuracy of +/- 6 seconds.
 CK2642
 CK2642.The orthometric height was determined by differential leveling
 CK2642.and adjusted by the National Geodetic Survey in June 1991..
 CK2642
 CK2642.The geoid height was determined by GEOID03.
 CK2642
 CK2642.The dynamic height is computed by dividing the NAVD 88
 CK2642.geopotential number by the normal gravity value computed on the
 CK2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2642.degrees latitude (g = 980.6199 gals.).
 CK2642
 CK2642.The modeled gravity was interpolated from observed gravity values.
 CK2642
 CK2642;                    North         East    Units  Estimated Accuracy
 CK2642;SPC SC       -    98,910.      693,210.      MT  (+/- 180 meters Scaled)
 CK2642
 CK2642                          SUPERSEDED SURVEY CONTROL
 CK2642
 CK2642  NGVD 29 (03/21/89)    6.695  (m)           21.97   (f) ADJUSTED    1 2
 CK2642
 CK2642.Superseded values are not recommended for survey control.
 CK2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2642.See file dsdata.txt to determine how the superseded data were derived.
 CK2642
 CK2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS835208(NAD 83)
 CK2642_MARKER: DB = BENCH MARK DISK
 CK2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2642_SP_SET: CONCRETE POST
 CK2642_STAMPING: VERT 10 079 1983
 CK2642_MARK LOGO: SCGS  
 CK2642_PROJECTION: FLUSH
 CK2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2642+STABILITY: SURFACE MOTION
 CK2642
 CK2642  HISTORY     - Date     Condition        Report By
 CK2642  HISTORY     - 1983     MONUMENTED       SCGS
 CK2642  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2642  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2642
 CK2642                          STATION DESCRIPTION
 CK2642
 CK2642'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2642'12.1 KM (7.5 MI) SW FROM SAINT ANDREWS.
 CK2642'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2642'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2642'WEST OF SAINT ANDREWS, THENCE 10.2 KILOMETERS (6.35 MILES) WEST ALONG
 CK2642'COUNTY ROAD S-10-54 TO A SHARP CURVE IN THE ROAD, THENCE 4.9
 CK2642'KILOMETERS (3.05 MILES) NORTHEAST ALONG COUNTY ROAD S-10-2149, SET AT
 CK2642'A FENCE CORNER NEAR TWO OAK TREES, 3.6 METERS (12.0 FEET)
 CK2642'WEST-SOUTHWEST OF THE TWO OAK TREES WHICH ARE A 24-INCH AND A 12-INCH,
 CK2642'4.2 METERS (13.8 FEET) SOUTHEAST OF A LONE 70-INCH OAK TREE,
 CK2642'5.8 METERS (19.4 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY
 CK2642'ROAD S-10-2149, 1.5 METERS (5.0 FEET) NORTH-NORTHEAST OF THE FENCE
 CK2642'CORNER, 1.10 METERS (3.6 FEET) SOUTHEAST OF A WOODEN FENCE POST WITH
 CK2642'WITNESS SIGN ATTACHED.
 CK2642'THE MARK IS ABOVE LEVEL WITH COUNTY R0AD S-10-2149.
 CK2642
 CK2642                          STATION RECOVERY (2001)
 CK2642
 CK2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2642'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2642
 CK2642                          STATION RECOVERY (2001)
 CK2642
 CK2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2642'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2712 ***********************************************************************
 CK2712  DESIGNATION -  10 080
 CK2712  PID         -  CK2712
 CK2712  STATE/COUNTY-  SC/CHARLESTON
 CK2712  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2712
 CK2712                         *CURRENT SURVEY CONTROL
 CK2712  ___________________________________________________________________
 CK2712* NAD 83(1986)-  32 46 36.     (N)    080 05 27.     (W)     SCALED    
 CK2712* NAVD 88     -         2.643  (meters)       8.67   (feet)  ADJUSTED  
 CK2712  ___________________________________________________________________
 CK2712  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 CK2712  DYNAMIC HT  -           2.640 (meters)       8.66  (feet)  COMP
 CK2712  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 CK2712
 CK2712  VERT ORDER  -  FIRST     CLASS II
 CK2712
 CK2712.The horizontal coordinates were scaled from a topographic map and have
 CK2712.an estimated accuracy of +/- 6 seconds.
 CK2712
 CK2712.The orthometric height was determined by differential leveling
 CK2712.and adjusted by the National Geodetic Survey in June 1991..
 CK2712
 CK2712.The geoid height was determined by GEOID03.
 CK2712
 CK2712.The dynamic height is computed by dividing the NAVD 88
 CK2712.geopotential number by the normal gravity value computed on the
 CK2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2712.degrees latitude (g = 980.6199 gals.).
 CK2712
 CK2712.The modeled gravity was interpolated from observed gravity values.
 CK2712
 CK2712;                    North         East    Units  Estimated Accuracy
 CK2712;SPC SC       -   104,990.      694,770.      MT  (+/- 180 meters Scaled)
 CK2712
 CK2712                          SUPERSEDED SURVEY CONTROL
 CK2712
 CK2712  NGVD 29 (03/21/89)    2.940  (m)            9.65   (f) ADJUSTED    1 2
 CK2712
 CK2712.Superseded values are not recommended for survey control.
 CK2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2712.See file dsdata.txt to determine how the superseded data were derived.
 CK2712
 CK2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS851268(NAD 83)
 CK2712_MARKER: DB = BENCH MARK DISK
 CK2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2712_SP_SET: CONCRETE POST
 CK2712_STAMPING: VERT 10 080 1983
 CK2712_MARK LOGO: SCGS  
 CK2712_PROJECTION: RECESSED 7 CENTIMETERS
 CK2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2712+STABILITY: SURFACE MOTION
 CK2712
 CK2712  HISTORY     - Date     Condition        Report By
 CK2712  HISTORY     - 1983     MONUMENTED       SCGS
 CK2712  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2712  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2712
 CK2712                          STATION DESCRIPTION
 CK2712
 CK2712'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2712'8.0 KM (5.0 MI) SW FROM SAINT ANDREWS.
 CK2712'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2712'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2712'WEST OF SAINT ANDREWS, THENCE 1.5 KILOMETERS (0.95 MILE) EAST ALONG
 CK2712'COUNTY ROAD S-10-54, SET BEHIND A BRICK WALL AND EAST-SOUTHEAST OF A
 CK2712'SAND DRIVE LEADING TO A ONE-STORY BRICK HOUSE, 5.5 METERS (18.2 FEET)
 CK2712'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND DRIVE, 9.4 METERS
 CK2712'(31.0 FEET) SOUTH-SOUTHWEST OF A 10-INCH MAGNOLIA TREE, 10.4 METERS
 CK2712'(34.3 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-54,
 CK2712'24.6 METERS (81.0 FEET) WEST-NORTHWEST OF A 48-INCH CEDAR TREE.
 CK2712'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-54.
 CK2712
 CK2712                          STATION RECOVERY (2001)
 CK2712
 CK2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2712'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2712
 CK2712                          STATION RECOVERY (2001)
 CK2712
 CK2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2712'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2716 ***********************************************************************
 CK2716  DESIGNATION -  10 081
 CK2716  PID         -  CK2716
 CK2716  STATE/COUNTY-  SC/CHARLESTON
 CK2716  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2716
 CK2716                         *CURRENT SURVEY CONTROL
 CK2716  ___________________________________________________________________
 CK2716* NAD 83(1986)-  32 46 12.     (N)    080 04 31.     (W)     SCALED    
 CK2716* NAVD 88     -         3.116  (meters)      10.22   (feet)  ADJUSTED  
 CK2716  ___________________________________________________________________
 CK2716  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 CK2716  DYNAMIC HT  -           3.112 (meters)      10.21  (feet)  COMP
 CK2716  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 CK2716
 CK2716  VERT ORDER  -  FIRST     CLASS II
 CK2716
 CK2716.The horizontal coordinates were scaled from a topographic map and have
 CK2716.an estimated accuracy of +/- 6 seconds.
 CK2716
 CK2716.The orthometric height was determined by differential leveling
 CK2716.and adjusted by the National Geodetic Survey in June 1991..
 CK2716
 CK2716.The geoid height was determined by GEOID03.
 CK2716
 CK2716.The dynamic height is computed by dividing the NAVD 88
 CK2716.geopotential number by the normal gravity value computed on the
 CK2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2716.degrees latitude (g = 980.6199 gals.).
 CK2716
 CK2716.The modeled gravity was interpolated from observed gravity values.
 CK2716
 CK2716;                    North         East    Units  Estimated Accuracy
 CK2716;SPC SC       -   104,270.      696,230.      MT  (+/- 180 meters Scaled)
 CK2716
 CK2716                          SUPERSEDED SURVEY CONTROL
 CK2716
 CK2716  NGVD 29 (03/21/89)    3.413  (m)           11.20   (f) ADJUSTED    1 2
 CK2716
 CK2716.Superseded values are not recommended for survey control.
 CK2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2716.See file dsdata.txt to determine how the superseded data were derived.
 CK2716
 CK2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS866261(NAD 83)
 CK2716_MARKER: DB = BENCH MARK DISK
 CK2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2716_SP_SET: CONCRETE POST
 CK2716_STAMPING: VERT 10 081 1983
 CK2716_MARK LOGO: SCGS  
 CK2716_PROJECTION: RECESSED 7 CENTIMETERS
 CK2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2716+STABILITY: SURFACE MOTION
 CK2716
 CK2716  HISTORY     - Date     Condition        Report By
 CK2716  HISTORY     - 1983     MONUMENTED       SCGS
 CK2716  HISTORY     - 20010310 GOOD             USPSQD
 CK2716  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2716  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2716
 CK2716                          STATION DESCRIPTION
 CK2716
 CK2716'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2716'6.4 KM (4.0 MI) SW FROM SAINT ANDREWS.
 CK2716'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2716'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2716'WEST OF SAINT ANDREWS, THENCE 3.0 KILOMETERS (1.90 MILES) EAST ALONG
 CK2716'COUNTY ROAD S-10-54, SET INSIDE OF A WOODEN AND CHAIN LINK FENCE,
 CK2716'1.3 METERS (4.5 FEET) NORTHEAST OF THE SOUTHWEST CORNER OF THE WOODEN
 CK2716'AND CHAIN LINK FENCE, 12.9 METERS (42.7 FEET) NORTH-NORTHEAST OF THE
 CK2716'CENTERLINE OF COUNTY ROAD S-10-54, 5.8 METERS (19.5 FEET)
 CK2716'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING TO A
 CK2716'ONE-STORY CINDER BLOCK HOUSE, 47.7 METERS (156.6 FEET) WEST-NORTHWEST
 CK2716'OF THE APPROXIMATE CENTER OF A PAVED DRIVE LEADING TO A BRICK HOUSE.
 CK2716'THE MARK IS 0.40 M BELOW COUNTY ROAD S-10-54.
 CK2716
 CK2716                          STATION RECOVERY (2001)
 CK2716
 CK2716'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2716'RECOVERED IN GOOD CONDITION.
 CK2716
 CK2716                          STATION RECOVERY (2001)
 CK2716
 CK2716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2716'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2716
 CK2716                          STATION RECOVERY (2001)
 CK2716
 CK2716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2716'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2727 ***********************************************************************
 CK2727  DESIGNATION -  10 082
 CK2727  PID         -  CK2727
 CK2727  STATE/COUNTY-  SC/CHARLESTON
 CK2727  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2727
 CK2727                         *CURRENT SURVEY CONTROL
 CK2727  ___________________________________________________________________
 CK2727* NAD 83(1986)-  32 45 22.     (N)    080 03 07.     (W)     SCALED    
 CK2727* NAVD 88     -         2.903  (meters)       9.52   (feet)  ADJUSTED  
 CK2727  ___________________________________________________________________
 CK2727  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CK2727  DYNAMIC HT  -           2.899 (meters)       9.51  (feet)  COMP
 CK2727  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 CK2727
 CK2727  VERT ORDER  -  FIRST     CLASS II
 CK2727
 CK2727.The horizontal coordinates were scaled from a topographic map and have
 CK2727.an estimated accuracy of +/- 6 seconds.
 CK2727
 CK2727.The orthometric height was determined by differential leveling
 CK2727.and adjusted by the National Geodetic Survey in June 1991..
 CK2727
 CK2727.The geoid height was determined by GEOID03.
 CK2727
 CK2727.The dynamic height is computed by dividing the NAVD 88
 CK2727.geopotential number by the normal gravity value computed on the
 CK2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2727.degrees latitude (g = 980.6199 gals.).
 CK2727
 CK2727.The modeled gravity was interpolated from observed gravity values.
 CK2727
 CK2727;                    North         East    Units  Estimated Accuracy
 CK2727;SPC SC       -   102,750.      698,430.      MT  (+/- 180 meters Scaled)
 CK2727
 CK2727                          SUPERSEDED SURVEY CONTROL
 CK2727
 CK2727  NGVD 29 (03/21/89)    3.200  (m)           10.50   (f) ADJUSTED    1 2
 CK2727
 CK2727.Superseded values are not recommended for survey control.
 CK2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2727.See file dsdata.txt to determine how the superseded data were derived.
 CK2727
 CK2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS888246(NAD 83)
 CK2727_MARKER: DB = BENCH MARK DISK
 CK2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2727_SP_SET: CONCRETE POST
 CK2727_STAMPING: VERT 10 082 1983
 CK2727_MARK LOGO: SCGS  
 CK2727_PROJECTION: RECESSED 7 CENTIMETERS
 CK2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2727+STABILITY: SURFACE MOTION
 CK2727
 CK2727  HISTORY     - Date     Condition        Report By
 CK2727  HISTORY     - 1983     MONUMENTED       SCGS
 CK2727  HISTORY     - 20010310 MARK NOT FOUND   USPSQD
 CK2727  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2727  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2727
 CK2727                          STATION DESCRIPTION
 CK2727
 CK2727'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2727'5.6 KM (3.5 MI) SW FROM SAINT ANDREWS.
 CK2727'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2727'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2727'WEST OF SAINT ANDREWS, THENCE 5.8 KILOMETERS (3.6 MILES) EAST ALONG
 CK2727'COUNTY ROAD S-10-54, SET IN FRONT OF A WOODEN FENCE ON THE NORTHWEST
 CK2727'SIDE OF A PAVED DRIVE LEADING TO A ONE-STORY BRICK HOUSE, 0.6 METER
 CK2727'(1.9 FEET) NORTH-NORTHEAST OF THE WOODEN FENCE, 12.5 METERS (41.5
 CK2727'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF DRIVE LEADING TO THE
 CK2727'HOUSE, 10.4 METERS (34.5 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CK2727'COUNTY ROAD S-10-54, 50.3 METERS (165.6 FEET) NORTH OF THE NORTHEAST
 CK2727'CORNER OF THE HOUSE.
 CK2727'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-10-54.
 CK2727
 CK2727                          STATION RECOVERY (2001)
 CK2727
 CK2727'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2727'MARK NOT FOUND.
 CK2727
 CK2727                          STATION RECOVERY (2001)
 CK2727
 CK2727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2727'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2727
 CK2727                          STATION RECOVERY (2001)
 CK2727
 CK2727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2727'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2729 ***********************************************************************
 CK2729  DESIGNATION -  10 083
 CK2729  PID         -  CK2729
 CK2729  STATE/COUNTY-  SC/CHARLESTON
 CK2729  USGS QUAD   -  LEGAREVILLE (1971)
 CK2729
 CK2729                         *CURRENT SURVEY CONTROL
 CK2729  ___________________________________________________________________
 CK2729* NAD 83(1986)-  32 44 50.     (N)    080 02 27.     (W)     SCALED    
 CK2729* NAVD 88     -         5.592  (meters)      18.35   (feet)  ADJUSTED  
 CK2729  ___________________________________________________________________
 CK2729  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 CK2729  DYNAMIC HT  -           5.585 (meters)      18.32  (feet)  COMP
 CK2729  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CK2729
 CK2729  VERT ORDER  -  FIRST     CLASS II
 CK2729
 CK2729.The horizontal coordinates were scaled from a topographic map and have
 CK2729.an estimated accuracy of +/- 6 seconds.
 CK2729
 CK2729.The orthometric height was determined by differential leveling
 CK2729.and adjusted by the National Geodetic Survey in June 1991..
 CK2729
 CK2729.The geoid height was determined by GEOID03.
 CK2729
 CK2729.The dynamic height is computed by dividing the NAVD 88
 CK2729.geopotential number by the normal gravity value computed on the
 CK2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2729.degrees latitude (g = 980.6199 gals.).
 CK2729
 CK2729.The modeled gravity was interpolated from observed gravity values.
 CK2729
 CK2729;                    North         East    Units  Estimated Accuracy
 CK2729;SPC SC       -   101,770.      699,480.      MT  (+/- 180 meters Scaled)
 CK2729
 CK2729                          SUPERSEDED SURVEY CONTROL
 CK2729
 CK2729  NGVD 29 (03/21/89)    5.890  (m)           19.32   (f) ADJUSTED    1 2
 CK2729
 CK2729.Superseded values are not recommended for survey control.
 CK2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2729.See file dsdata.txt to determine how the superseded data were derived.
 CK2729
 CK2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS898236(NAD 83)
 CK2729_MARKER: DB = BENCH MARK DISK
 CK2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2729_SP_SET: CONCRETE POST
 CK2729_STAMPING: VERT 10 083 1983
 CK2729_MARK LOGO: SCGS  
 CK2729_PROJECTION: RECESSED 7 CENTIMETERS
 CK2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2729+STABILITY: SURFACE MOTION
 CK2729
 CK2729  HISTORY     - Date     Condition        Report By
 CK2729  HISTORY     - 1983     MONUMENTED       SCGS
 CK2729  HISTORY     - 20010331 GOOD             NGS
 CK2729  HISTORY     - 20011210 GOOD             NGS
 CK2729
 CK2729                          STATION DESCRIPTION
 CK2729
 CK2729'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2729'6.4 KM (4.0 MI) SW FROM SAINT ANDREWS.
 CK2729'2.8 KILOMETERS (1.75 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2729'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2729'WEST OF SAINT ANDREWS, THENCE 7.2 KILOMETERS (4.5 MILES) EAST ALONG
 CK2729'COUNTY ROAD S-10-54, SET BEHIND A FIVE-FOOT BRICK WALL AT THE ENTRANCE
 CK2729'TO FENWICK HALL, 2.6 METERS (8.8 FEET) NORTH-NORTHWEST OF THE
 CK2729'NORTHWEST CORNER OF THE BRICK WALL, 9.8 METERS (32.3 FEET)
 CK2729'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-10-54, 9.7 METERS
 CK2729'(32.0 FEET) SOUTH OF A DOUBLE 90-INCH OAK TREE, 25.0 METERS (82.6
 CK2729'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD
 CK2729'LEADING TO FENWICK HALL.
 CK2729'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-10-54.
 CK2729
 CK2729                          STATION RECOVERY (2001)
 CK2729
 CK2729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2729
 CK2729                          STATION RECOVERY (2001)
 CK2729
 CK2729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2717 ***********************************************************************
 CK2717  DESIGNATION -  10 084
 CK2717  PID         -  CK2717
 CK2717  STATE/COUNTY-  SC/CHARLESTON
 CK2717  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2717
 CK2717                         *CURRENT SURVEY CONTROL
 CK2717  ___________________________________________________________________
 CK2717* NAD 83(1986)-  32 45 34.     (N)    080 04 18.     (W)     SCALED    
 CK2717* NAVD 88     -         2.769  (meters)       9.08   (feet)  ADJUSTED  
 CK2717  ___________________________________________________________________
 CK2717  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2717  DYNAMIC HT  -           2.766 (meters)       9.07  (feet)  COMP
 CK2717  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 CK2717
 CK2717  VERT ORDER  -  FIRST     CLASS II
 CK2717
 CK2717.The horizontal coordinates were scaled from a topographic map and have
 CK2717.an estimated accuracy of +/- 6 seconds.
 CK2717
 CK2717.The orthometric height was determined by differential leveling
 CK2717.and adjusted by the National Geodetic Survey in June 1991..
 CK2717
 CK2717.The geoid height was determined by GEOID03.
 CK2717
 CK2717.The dynamic height is computed by dividing the NAVD 88
 CK2717.geopotential number by the normal gravity value computed on the
 CK2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2717.degrees latitude (g = 980.6199 gals.).
 CK2717
 CK2717.The modeled gravity was interpolated from observed gravity values.
 CK2717
 CK2717;                    North         East    Units  Estimated Accuracy
 CK2717;SPC SC       -   103,100.      696,580.      MT  (+/- 180 meters Scaled)
 CK2717
 CK2717                          SUPERSEDED SURVEY CONTROL
 CK2717
 CK2717  NGVD 29 (03/21/89)    3.066  (m)           10.06   (f) ADJUSTED    1 2
 CK2717
 CK2717.Superseded values are not recommended for survey control.
 CK2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2717.See file dsdata.txt to determine how the superseded data were derived.
 CK2717
 CK2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS869250(NAD 83)
 CK2717_MARKER: DB = BENCH MARK DISK
 CK2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2717_SP_SET: CONCRETE POST
 CK2717_STAMPING: VERT 10 084 1983
 CK2717_MARK LOGO: SCGS  
 CK2717_PROJECTION: FLUSH
 CK2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2717+STABILITY: SURFACE MOTION
 CK2717
 CK2717  HISTORY     - Date     Condition        Report By
 CK2717  HISTORY     - 1983     MONUMENTED       SCGS
 CK2717  HISTORY     - 20010310 GOOD             USPSQD
 CK2717  HISTORY     - 20010331 GOOD             NGS
 CK2717  HISTORY     - 20011210 GOOD             NGS
 CK2717
 CK2717                          STATION DESCRIPTION
 CK2717
 CK2717'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2717'7.2 KM (4.5 MI) SW FROM SAINT ANDREWS.
 CK2717'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2717'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2717'WEST OF SAINT ANDREWS, THENCE 3.6 KILOMETERS (2.25 MILES) EAST ALONG
 CK2717'COUNTY ROAD S-10-54, THENCE 0.9 KILOMETER (0.55 MILE) SOUTH ALONG
 CK2717'COUNTY ROAD S-10-1442, SET IN THE WEST ANGLE OF THE INTERSECTION OF
 CK2717'COUNTY ROAD S-10-1632, 15.5 METERS (51.0 FEET) WEST OF THE CENTERLINE
 CK2717'OF COUNTY ROAD S-10-1442, 4.4 METERS (14.5 FEET) NORTHWEST A POWER
 CK2717'POLE, 14.3 METERS (46.9 FEET) NORTH OF THE CENTERLINE OF COUNTY ROAD
 CK2717'S-10-1632.
 CK2717'THE MARK IS 3.00 METERS  WSW FROM A WITNESS POST.
 CK2717'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-1442.
 CK2717
 CK2717                          STATION RECOVERY (2001)
 CK2717
 CK2717'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2717'RECOVERED IN GOOD CONDITION.
 CK2717
 CK2717                          STATION RECOVERY (2001)
 CK2717
 CK2717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2717'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2717
 CK2717                          STATION RECOVERY (2001)
 CK2717
 CK2717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2717'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2802 ***********************************************************************
 CK2802  DESIGNATION -  10 085
 CK2802  PID         -  CK2802
 CK2802  STATE/COUNTY-  SC/CHARLESTON
 CK2802  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2802
 CK2802                         *CURRENT SURVEY CONTROL
 CK2802  ___________________________________________________________________
 CK2802* NAD 83(1986)-  32 47 58.     (N)    080 01 17.     (W)     SCALED    
 CK2802* NAVD 88     -         4.785  (meters)      15.70   (feet)  ADJUSTED  
 CK2802  ___________________________________________________________________
 CK2802  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 CK2802  DYNAMIC HT  -           4.779 (meters)      15.68  (feet)  COMP
 CK2802  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CK2802
 CK2802  VERT ORDER  -  FIRST     CLASS II
 CK2802
 CK2802.The horizontal coordinates were scaled from a topographic map and have
 CK2802.an estimated accuracy of +/- 6 seconds.
 CK2802
 CK2802.The orthometric height was determined by differential leveling
 CK2802.and adjusted by the National Geodetic Survey in June 1991..
 CK2802
 CK2802.The geoid height was determined by GEOID03.
 CK2802
 CK2802.The dynamic height is computed by dividing the NAVD 88
 CK2802.geopotential number by the normal gravity value computed on the
 CK2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2802.degrees latitude (g = 980.6199 gals.).
 CK2802
 CK2802.The modeled gravity was interpolated from observed gravity values.
 CK2802
 CK2802;                    North         East    Units  Estimated Accuracy
 CK2802;SPC SC       -   107,580.      701,250.      MT  (+/- 180 meters Scaled)
 CK2802
 CK2802                          SUPERSEDED SURVEY CONTROL
 CK2802
 CK2802  NGVD 29 (03/21/89)    5.083  (m)           16.68   (f) ADJUSTED    1 2
 CK2802
 CK2802.Superseded values are not recommended for survey control.
 CK2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2802.See file dsdata.txt to determine how the superseded data were derived.
 CK2802
 CK2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS916294(NAD 83)
 CK2802_MARKER: DB = BENCH MARK DISK
 CK2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2802_SP_SET: CONCRETE POST
 CK2802_STAMPING: VERT 10 085 1983
 CK2802_MARK LOGO: SCGS  
 CK2802_PROJECTION: FLUSH
 CK2802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2802
 CK2802  HISTORY     - Date     Condition        Report By
 CK2802  HISTORY     - 1983     MONUMENTED       SCGS
 CK2802  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2802  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2802
 CK2802                          STATION DESCRIPTION
 CK2802
 CK2802'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2802'IN SAINT ANDREWS.
 CK2802'0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE
 CK2802'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, SET AT THE SOUTHWEST
 CK2802'CORNER OF A CHAIN LINK FENCE THAT SURROUNDS CURTIS MATHES TELEVISION
 CK2802'BUILDING, 17.7 METERS (58.0 FEET) WEST-SOUTHWEST OF THE SOUTHWEST
 CK2802'CORNER OF THE BUILDING, 15.2 METERS (50.0 FEET) NORTHWEST OF THE
 CK2802'APPROXIMATE CENTER OF THE SOUTHBOUND LANE OF HIGHWAY 7, 4.0 METERS
 CK2802'(13.0 FEET) WEST OF A 5-INCH CHINA BERRY TREE, 3.5 METERS (11.5 FEET)
 CK2802'NORTH-NORTHWEST OF A POWER POLE NUMBER 184594, 0.8 METER (2.4 FEET)
 CK2802'EAST OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE.
 CK2802'THE MARK IS 0.80 METERS  E FROM A WITNESS POST.
 CK2802'THE MARK IS 0.30 M ABOVE HIGHWAY 7.
 CK2802
 CK2802                          STATION RECOVERY (2001)
 CK2802
 CK2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2802'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2802
 CK2802                          STATION RECOVERY (2001)
 CK2802
 CK2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2802'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2413 ***********************************************************************
 CK2413  DESIGNATION -  10 086
 CK2413  PID         -  CK2413
 CK2413  STATE/COUNTY-  SC/CHARLESTON
 CK2413  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2413
 CK2413                         *CURRENT SURVEY CONTROL
 CK2413  ___________________________________________________________________
 CK2413* NAD 83(1986)-  32 48 03.     (N)    080 05 53.     (W)     SCALED    
 CK2413* NAVD 88     -        10.212  (meters)      33.50   (feet)  ADJUSTED  
 CK2413  ___________________________________________________________________
 CK2413  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2413  DYNAMIC HT  -          10.201 (meters)      33.47  (feet)  COMP
 CK2413  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 CK2413
 CK2413  VERT ORDER  -  FIRST     CLASS II
 CK2413
 CK2413.The horizontal coordinates were scaled from a topographic map and have
 CK2413.an estimated accuracy of +/- 6 seconds.
 CK2413
 CK2413.The orthometric height was determined by differential leveling
 CK2413.and adjusted by the National Geodetic Survey in June 1991..
 CK2413
 CK2413.The geoid height was determined by GEOID03.
 CK2413
 CK2413.The dynamic height is computed by dividing the NAVD 88
 CK2413.geopotential number by the normal gravity value computed on the
 CK2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2413.degrees latitude (g = 980.6199 gals.).
 CK2413
 CK2413.The modeled gravity was interpolated from observed gravity values.
 CK2413
 CK2413;                    North         East    Units  Estimated Accuracy
 CK2413;SPC SC       -   107,670.      694,070.      MT  (+/- 180 meters Scaled)
 CK2413
 CK2413                          SUPERSEDED SURVEY CONTROL
 CK2413
 CK2413  NGVD 29 (03/21/89)   10.508  (m)           34.48   (f) ADJUSTED    1 2
 CK2413
 CK2413.Superseded values are not recommended for survey control.
 CK2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2413.See file dsdata.txt to determine how the superseded data were derived.
 CK2413
 CK2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS844295(NAD 83)
 CK2413_MARKER: DB = BENCH MARK DISK
 CK2413_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK2413_SP_SET: IN BRIDGE
 CK2413_STAMPING: VERT 10 086 1983
 CK2413_MARK LOGO: SCGS  
 CK2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2413
 CK2413  HISTORY     - Date     Condition        Report By
 CK2413  HISTORY     - 1983     MONUMENTED       SCGS
 CK2413  HISTORY     - 19910606 GOOD             USPSQD
 CK2413  HISTORY     - 19950802 GOOD             USPSQD
 CK2413  HISTORY     - 20010310 GOOD             USPSQD
 CK2413
 CK2413                          STATION DESCRIPTION
 CK2413
 CK2413'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2413'6.4 KM (4.0 MI) WEST FROM SAINT ANDREWS.
 CK2413'6.2 KILOMETERS (3.85 MILES) SOUTH ALONG U.S. HIGHWAY 17 FROM THE
 CK2413'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET IN THE NORTHEAST
 CK2413'CORNER OF U.S. HIGHWAY 17 NORTH OVERPASS CROSSING THE SEABOARD COAST
 CK2413'LINE RAILROAD.
 CK2413'THE MARK IS 0.30 M ABOVE HIGHWAY 17.
 CK2413
 CK2413                          STATION RECOVERY (1991)
 CK2413
 CK2413'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2413'RECOVERED IN GOOD CONDITION.
 CK2413
 CK2413                          STATION RECOVERY (1995)
 CK2413
 CK2413'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2413'RECOVERED IN GOOD CONDITION.
 CK2413
 CK2413                          STATION RECOVERY (2001)
 CK2413
 CK2413'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2420 ***********************************************************************
 CK2420  DESIGNATION -  10 087
 CK2420  PID         -  CK2420
 CK2420  STATE/COUNTY-  SC/CHARLESTON
 CK2420  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2420
 CK2420                         *CURRENT SURVEY CONTROL
 CK2420  ___________________________________________________________________
 CK2420* NAD 83(1986)-  32 48 13.     (N)    080 07 16.     (W)     SCALED    
 CK2420* NAVD 88     -         2.325  (meters)       7.63   (feet)  ADJUSTED  
 CK2420  ___________________________________________________________________
 CK2420  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2420  DYNAMIC HT  -           2.323 (meters)       7.62  (feet)  COMP
 CK2420  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 CK2420
 CK2420  VERT ORDER  -  FIRST     CLASS II
 CK2420
 CK2420.The horizontal coordinates were scaled from a topographic map and have
 CK2420.an estimated accuracy of +/- 6 seconds.
 CK2420
 CK2420.The orthometric height was determined by differential leveling
 CK2420.and adjusted by the National Geodetic Survey in June 1991..
 CK2420
 CK2420.The geoid height was determined by GEOID03.
 CK2420
 CK2420.The dynamic height is computed by dividing the NAVD 88
 CK2420.geopotential number by the normal gravity value computed on the
 CK2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2420.degrees latitude (g = 980.6199 gals.).
 CK2420
 CK2420.The modeled gravity was interpolated from observed gravity values.
 CK2420
 CK2420;                    North         East    Units  Estimated Accuracy
 CK2420;SPC SC       -   107,960.      691,910.      MT  (+/- 180 meters Scaled)
 CK2420
 CK2420                          SUPERSEDED SURVEY CONTROL
 CK2420
 CK2420  NGVD 29 (03/21/89)    2.621  (m)            8.60   (f) ADJUSTED    1 2
 CK2420
 CK2420.Superseded values are not recommended for survey control.
 CK2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2420.See file dsdata.txt to determine how the superseded data were derived.
 CK2420
 CK2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS822298(NAD 83)
 CK2420_MARKER: DB = BENCH MARK DISK
 CK2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2420_SP_SET: CONCRETE POST
 CK2420_STAMPING: VERT 10 087 1983
 CK2420_MARK LOGO: SCGS  
 CK2420_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2420+STABILITY: SURFACE MOTION
 CK2420
 CK2420  HISTORY     - Date     Condition        Report By
 CK2420  HISTORY     - 1983     MONUMENTED       SCGS
 CK2420  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 CK2420  HISTORY     - 20010310 GOOD             USPSQD
 CK2420  HISTORY     - 20010331 GOOD             NGS
 CK2420  HISTORY     - 20011210 GOOD             NGS
 CK2420
 CK2420                          STATION DESCRIPTION
 CK2420
 CK2420'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2420'8.6 KM (5.35 MI) WEST FROM SAINT ANDREWS.
 CK2420'8.4 KILOMETERS (5.2 MILES) SOUTH ALONG U.S. HIGHWAY 17 FROM THE
 CK2420'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET IN THE NORTHWEST
 CK2420'ANGLE OF THE INTERSECTION OF COUNTY ROAD S-10-57, 19.5 METERS (64.0
 CK2420'FEET) WEST OF THE CENTERLINE OF COUNTY ROAD S-10-57, 18.2 METERS (59.6
 CK2420'FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 CK2420'HIGHWAY 17, 26.8 METERS (88.0 FEET) EAST-NORTHEAST OF POWER POLE
 CK2420'NUMBER 224382, 1.8 METERS (6.0 FEET) NORTH-NORTHEAST OF THE SOUTH LEG
 CK2420'OF A BILLBOARD SIGN WITH LIGHTS ON THE BOTTOM OF IT.
 CK2420'THE MARK IS 0.50 METERS  SSE FROM A WITNESS POST.
 CK2420'THE MARK IS 0.90 M BELOW HIGHWAY 17.
 CK2420
 CK2420                          STATION RECOVERY (1991)
 CK2420
 CK2420'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2420'MARK NOT FOUND.
 CK2420
 CK2420                          STATION RECOVERY (2001)
 CK2420
 CK2420'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2420'RECOVERED IN GOOD CONDITION.
 CK2420
 CK2420                          STATION RECOVERY (2001)
 CK2420
 CK2420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2420
 CK2420                          STATION RECOVERY (2001)
 CK2420
 CK2420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2421 ***********************************************************************
 CK2421  DESIGNATION -  10 088
 CK2421  PID         -  CK2421
 CK2421  STATE/COUNTY-  SC/CHARLESTON
 CK2421  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2421
 CK2421                         *CURRENT SURVEY CONTROL
 CK2421  ___________________________________________________________________
 CK2421* NAD 83(1986)-  32 48 43.     (N)    080 06 22.     (W)     SCALED    
 CK2421* NAVD 88     -         3.196  (meters)      10.49   (feet)  ADJUSTED  
 CK2421  ___________________________________________________________________
 CK2421  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 CK2421  DYNAMIC HT  -           3.192 (meters)      10.47  (feet)  COMP
 CK2421  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 CK2421
 CK2421  VERT ORDER  -  FIRST     CLASS II
 CK2421
 CK2421.The horizontal coordinates were scaled from a topographic map and have
 CK2421.an estimated accuracy of +/- 6 seconds.
 CK2421
 CK2421.The orthometric height was determined by differential leveling
 CK2421.and adjusted by the National Geodetic Survey in June 1991..
 CK2421
 CK2421.The geoid height was determined by GEOID03.
 CK2421
 CK2421.The dynamic height is computed by dividing the NAVD 88
 CK2421.geopotential number by the normal gravity value computed on the
 CK2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2421.degrees latitude (g = 980.6199 gals.).
 CK2421
 CK2421.The modeled gravity was interpolated from observed gravity values.
 CK2421
 CK2421;                    North         East    Units  Estimated Accuracy
 CK2421;SPC SC       -   108,890.      693,310.      MT  (+/- 180 meters Scaled)
 CK2421
 CK2421                          SUPERSEDED SURVEY CONTROL
 CK2421
 CK2421  NGVD 29 (03/21/89)    3.492  (m)           11.46   (f) ADJUSTED    1 2
 CK2421
 CK2421.Superseded values are not recommended for survey control.
 CK2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2421.See file dsdata.txt to determine how the superseded data were derived.
 CK2421
 CK2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS836307(NAD 83)
 CK2421_MARKER: DB = BENCH MARK DISK
 CK2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2421_SP_SET: CONCRETE POST
 CK2421_STAMPING: VERT 10 088 1983
 CK2421_MARK LOGO: SCGS  
 CK2421_PROJECTION: FLUSH
 CK2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2421+STABILITY: SURFACE MOTION
 CK2421
 CK2421  HISTORY     - Date     Condition        Report By
 CK2421  HISTORY     - 1983     MONUMENTED       SCGS
 CK2421  HISTORY     - 20010310 GOOD             USPSQD
 CK2421  HISTORY     - 20010331 GOOD             NGS
 CK2421  HISTORY     - 20011210 GOOD             NGS
 CK2421
 CK2421                          STATION DESCRIPTION
 CK2421
 CK2421'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2421'8.8 KM (5.5 MI) NW FROM SAINT ANDREWS.
 CK2421'8.4 KILOMETERS (5.2 MILES) SOUTH ALONG U.S. HIGHWAY 17 FROM THE
 CK2421'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, THENCE 1.7 KILOMETERS
 CK2421'(1.05 MILES) NORTHEAST ALONG COUNTY ROAD S-10-57, SET NEAR A POWER
 CK2421'POLE IN THE NORTHWEST ANGLE OF THE INTERSECTION OF A PAVED ROAD
 CK2421'LEADING TO THE CHARLESTON COUNTY LAND FILL, 55.0 METERS (180.9 FEET)
 CK2421'NORTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY BLOCK BUILDING (ST.
 CK2421'ANDREWS P.S.D. FIRE DEPT. NO. 4), 45.4 METERS (149.0 FEET)
 CK2421'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-10-57, 9.7 METERS
 CK2421'(31.9 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD LEADING
 CK2421'TO THE LAND FILL, 1.7 METERS (5.7 FEET) WEST OF POWER POLE NUMBER
 CK2421'0288192.
 CK2421'THE MARK IS 2.70 METERS  NE FROM A WITNESS POST.
 CK2421'THE MARK IS ABOVE LEVEL WITH LAND FILL ROAD.
 CK2421
 CK2421                          STATION RECOVERY (2001)
 CK2421
 CK2421'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2421'RECOVERED IN GOOD CONDITION.
 CK2421
 CK2421                          STATION RECOVERY (2001)
 CK2421
 CK2421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2421'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2421
 CK2421                          STATION RECOVERY (2001)
 CK2421
 CK2421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2421'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2422 ***********************************************************************
 CK2422  DESIGNATION -  10 089
 CK2422  PID         -  CK2422
 CK2422  STATE/COUNTY-  SC/CHARLESTON
 CK2422  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2422
 CK2422                         *CURRENT SURVEY CONTROL
 CK2422  ___________________________________________________________________
 CK2422* NAD 83(1986)-  32 49 10.     (N)    080 05 33.     (W)     SCALED    
 CK2422* NAVD 88     -         3.263  (meters)      10.71   (feet)  ADJUSTED  
 CK2422  ___________________________________________________________________
 CK2422  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2422  DYNAMIC HT  -           3.259 (meters)      10.69  (feet)  COMP
 CK2422  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 CK2422
 CK2422  VERT ORDER  -  FIRST     CLASS II
 CK2422
 CK2422.The horizontal coordinates were scaled from a topographic map and have
 CK2422.an estimated accuracy of +/- 6 seconds.
 CK2422
 CK2422.The orthometric height was determined by differential leveling
 CK2422.and adjusted by the National Geodetic Survey in June 1991..
 CK2422
 CK2422.The geoid height was determined by GEOID03.
 CK2422
 CK2422.The dynamic height is computed by dividing the NAVD 88
 CK2422.geopotential number by the normal gravity value computed on the
 CK2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2422.degrees latitude (g = 980.6199 gals.).
 CK2422
 CK2422.The modeled gravity was interpolated from observed gravity values.
 CK2422
 CK2422;                    North         East    Units  Estimated Accuracy
 CK2422;SPC SC       -   109,730.      694,570.      MT  (+/- 180 meters Scaled)
 CK2422
 CK2422                          SUPERSEDED SURVEY CONTROL
 CK2422
 CK2422  NGVD 29 (03/21/89)    3.559  (m)           11.68   (f) ADJUSTED    1 2
 CK2422
 CK2422.Superseded values are not recommended for survey control.
 CK2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2422.See file dsdata.txt to determine how the superseded data were derived.
 CK2422
 CK2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS849316(NAD 83)
 CK2422_MARKER: DB = BENCH MARK DISK
 CK2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2422_SP_SET: CONCRETE POST
 CK2422_STAMPING: VERT 10 089 1983
 CK2422_MARK LOGO: SCGS  
 CK2422_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2422+STABILITY: SURFACE MOTION
 CK2422
 CK2422  HISTORY     - Date     Condition        Report By
 CK2422  HISTORY     - 1983     MONUMENTED       SCGS
 CK2422  HISTORY     - 20010310 GOOD             USPSQD
 CK2422
 CK2422                          STATION DESCRIPTION
 CK2422
 CK2422'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2422'8.8 KM (5.5 MI) NW FROM SAINT ANDREWS.
 CK2422'8.4 KILOMETERS (5.2 MILES) SOUTH ALONG U.S. HIGHWAY 17 FROM THE
 CK2422'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, THENCE 3.3 KILOMETERS
 CK2422'(2.05 MILES) NORTHEAST ALONG COUNTY ROAD S-10-57, SET IN THE SOUTHWEST
 CK2422'ANGLE OF THE INTERSECTION OF COUNTY ROAD S-10-2032, 12.9 METERS (42.6
 CK2422'FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-57, 10.4
 CK2422'METERS (34.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY
 CK2422'ROAD S-10-2032, 2.5 METERS (8.4 FEET) EAST OF A 12-INCH BLAZED OAK
 CK2422'TREE.
 CK2422'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 CK2422'THE MARK IS 0.60 M BELOW COUNTY ROAD S-10-57.
 CK2422
 CK2422                          STATION RECOVERY (2001)
 CK2422
 CK2422'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0382 ***********************************************************************
 CJ0382  DESIGNATION -  10 090
 CJ0382  PID         -  CJ0382
 CJ0382  STATE/COUNTY-  SC/CHARLESTON
 CJ0382  USGS QUAD   -  CHARLESTON (1983)
 CJ0382
 CJ0382                         *CURRENT SURVEY CONTROL
 CJ0382  ___________________________________________________________________
 CJ0382* NAD 83(1986)-  32 45 26.     (N)    079 58 23.     (W)     SCALED    
 CJ0382* NAVD 88     -         3.738  (meters)      12.26   (feet)  ADJUSTED  
 CJ0382  ___________________________________________________________________
 CJ0382  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CJ0382  DYNAMIC HT  -           3.734 (meters)      12.25  (feet)  COMP
 CJ0382  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CJ0382
 CJ0382  VERT ORDER  -  FIRST     CLASS II
 CJ0382
 CJ0382.The horizontal coordinates were scaled from a topographic map and have
 CJ0382.an estimated accuracy of +/- 6 seconds.
 CJ0382
 CJ0382.The orthometric height was determined by differential leveling
 CJ0382.and adjusted by the National Geodetic Survey in June 1991..
 CJ0382
 CJ0382.The geoid height was determined by GEOID03.
 CJ0382
 CJ0382.The dynamic height is computed by dividing the NAVD 88
 CJ0382.geopotential number by the normal gravity value computed on the
 CJ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0382.degrees latitude (g = 980.6199 gals.).
 CJ0382
 CJ0382.The modeled gravity was interpolated from observed gravity values.
 CJ0382
 CJ0382;                    North         East    Units  Estimated Accuracy
 CJ0382;SPC SC       -   102,940.      705,820.      MT  (+/- 180 meters Scaled)
 CJ0382
 CJ0382                          SUPERSEDED SURVEY CONTROL
 CJ0382
 CJ0382  NGVD 29 (05/09/91)    4.040  (m)           13.25   (f) ADJUSTED    1 2
 CJ0382
 CJ0382.Superseded values are not recommended for survey control.
 CJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0382.See file dsdata.txt to determine how the superseded data were derived.
 CJ0382
 CJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS961248(NAD 83)
 CJ0382_MARKER: DD = SURVEY DISK
 CJ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0382_SP_SET: CONCRETE POST
 CJ0382_STAMPING: VERT 10 090 1983
 CJ0382_MARK LOGO: SCGS  
 CJ0382_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0382+STABILITY: SURFACE MOTION
 CJ0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0382+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0382
 CJ0382  HISTORY     - Date     Condition        Report By
 CJ0382  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0382  HISTORY     - 19900518 GOOD             NGS
 CJ0382
 CJ0382                          STATION DESCRIPTION
 CJ0382
 CJ0382'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0382'3.2 KM (2.0 MI) SE FROM SAINT ANDREWS.
 CJ0382'0.55 KILOMETER (0.35 MILE) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0382'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, SET NEAR
 CJ0382'THE SOUTHWEST CORNER OF (B.F. SHEFTALL, DMD DENTISTRY BUILDING,
 CJ0382'10.4 METERS (34.5 FEET) NORTH NORTHWEST OF THE APPROXIMATE CENTER
 CJ0382'OF A PAVED DRIVE AND PARKING AREA FOR THE DENTIST BUILDING, 13.7
 CJ0382'METERS (45.2 FEET) EAST NORTHEAST OF THE CENTER LINE OF THE
 CJ0382'NORTHBOUND LANE OF HIGHWAY 171, 11.3 METERS (37.4 FEET) EAST
 CJ0382'SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE,
 CJ0382'0.8 METER (2.7 FEET) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER
 CJ0382'OF THE BUILDING.
 CJ0382'THE MARK IS ABOVE LEVEL WITH HIGHWAY 171.
 CJ0382
 CJ0382                          STATION RECOVERY (1990)
 CJ0382
 CJ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0411 ***********************************************************************
 CJ0411  DESIGNATION -  10 091
 CJ0411  PID         -  CJ0411
 CJ0411  STATE/COUNTY-  SC/CHARLESTON
 CJ0411  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0411
 CJ0411                         *CURRENT SURVEY CONTROL
 CJ0411  ___________________________________________________________________
 CJ0411* NAD 83(1986)-  32 43 34.     (N)    079 58 05.     (W)     SCALED    
 CJ0411* NAVD 88     -         2.915  (meters)       9.56   (feet)  ADJUSTED  
 CJ0411  ___________________________________________________________________
 CJ0411  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 CJ0411  DYNAMIC HT  -           2.911 (meters)       9.55  (feet)  COMP
 CJ0411  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CJ0411
 CJ0411  VERT ORDER  -  FIRST     CLASS II
 CJ0411
 CJ0411.The horizontal coordinates were scaled from a topographic map and have
 CJ0411.an estimated accuracy of +/- 6 seconds.
 CJ0411
 CJ0411.The orthometric height was determined by differential leveling
 CJ0411.and adjusted by the National Geodetic Survey in June 1991..
 CJ0411
 CJ0411.The geoid height was determined by GEOID03.
 CJ0411
 CJ0411.The dynamic height is computed by dividing the NAVD 88
 CJ0411.geopotential number by the normal gravity value computed on the
 CJ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0411.degrees latitude (g = 980.6199 gals.).
 CJ0411
 CJ0411.The modeled gravity was interpolated from observed gravity values.
 CJ0411
 CJ0411;                    North         East    Units  Estimated Accuracy
 CJ0411;SPC SC       -    99,490.      706,330.      MT  (+/- 180 meters Scaled)
 CJ0411
 CJ0411                          SUPERSEDED SURVEY CONTROL
 CJ0411
 CJ0411  NGVD 29 (05/09/91)    3.215  (m)           10.55   (f) ADJUSTED    1 2
 CJ0411
 CJ0411.Superseded values are not recommended for survey control.
 CJ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0411.See file dsdata.txt to determine how the superseded data were derived.
 CJ0411
 CJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS966213(NAD 83)
 CJ0411_MARKER: DD = SURVEY DISK
 CJ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0411_SP_SET: CONCRETE POST
 CJ0411_STAMPING: VERT 10 091 1983
 CJ0411_MARK LOGO: SCGS  
 CJ0411_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0411+STABILITY: SURFACE MOTION
 CJ0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0411+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0411
 CJ0411  HISTORY     - Date     Condition        Report By
 CJ0411  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0411  HISTORY     - 19900518 GOOD             NGS
 CJ0411
 CJ0411                          STATION DESCRIPTION
 CJ0411
 CJ0411'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0411'1.1 KM (0.7 MI) SOUTH FROM CENTERVILLE.
 CJ0411'4.5 KILOMETERS (2.8 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0411'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0411'SET BEHIND A 10 FOOT HIGH CEMENT AND BRICK MONUMENT IN THE
 CJ0411'SOUTHWEST ANLGE OF THE INTERSECTION OF PITTSFORD CIRCLE, 34.7
 CJ0411'METERS (114.0 FEET) NORTH NORTHWEST OF A POWER POLE NUMBER
 CJ0411'239358, 23.8 METERS (78.0 FEET) SOUTH SOUTHWEST OF A POWER
 CJ0411'POLE NUMBER 239395, 21.2 METERS (69.8 FEET) WEST SOUTHWEST
 CJ0411'OF THE CENTER LINE OF THE SOUTHBOUND LANE OF HIGHWAY 171,
 CJ0411'10.4 METERS (34.0 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE
 CJ0411'CENTER OF PITTSFORD CIRCLE, 2.6 METERS (8.4 FEET) WEST
 CJ0411'SOUTHWEST OF THE MONUMENT.
 CJ0411'THE MARK IS 3.00 METERS  SW FROM A WITNESS POST.
 CJ0411'THE MARK IS ABOVE LEVEL WITH PITTSFORD CIRCLE.
 CJ0411
 CJ0411                          STATION RECOVERY (1990)
 CJ0411
 CJ0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0392 ***********************************************************************
 CJ0392  DESIGNATION -  10 092
 CJ0392  PID         -  CJ0392
 CJ0392  STATE/COUNTY-  SC/CHARLESTON
 CJ0392  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0392
 CJ0392                         *CURRENT SURVEY CONTROL
 CJ0392  ___________________________________________________________________
 CJ0392* NAD 83(1986)-  32 44 28.     (N)    079 54 54.     (W)     SCALED    
 CJ0392* NAVD 88     -         5.762  (meters)      18.90   (feet)  ADJUSTED  
 CJ0392  ___________________________________________________________________
 CJ0392  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 CJ0392  DYNAMIC HT  -           5.756 (meters)      18.88  (feet)  COMP
 CJ0392  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CJ0392
 CJ0392  VERT ORDER  -  FIRST     CLASS II
 CJ0392
 CJ0392.The horizontal coordinates were scaled from a topographic map and have
 CJ0392.an estimated accuracy of +/- 6 seconds.
 CJ0392
 CJ0392.The orthometric height was determined by differential leveling
 CJ0392.and adjusted by the National Geodetic Survey in June 1991..
 CJ0392
 CJ0392.The geoid height was determined by GEOID03.
 CJ0392
 CJ0392.The dynamic height is computed by dividing the NAVD 88
 CJ0392.geopotential number by the normal gravity value computed on the
 CJ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0392.degrees latitude (g = 980.6199 gals.).
 CJ0392
 CJ0392.The modeled gravity was interpolated from observed gravity values.
 CJ0392
 CJ0392;                    North         East    Units  Estimated Accuracy
 CJ0392;SPC SC       -   101,210.      711,280.      MT  (+/- 180 meters Scaled)
 CJ0392
 CJ0392                          SUPERSEDED SURVEY CONTROL
 CJ0392
 CJ0392  NGVD 29 (03/21/89)    6.062  (m)           19.89   (f) ADJUSTED    1 2
 CJ0392
 CJ0392.Superseded values are not recommended for survey control.
 CJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0392.See file dsdata.txt to determine how the superseded data were derived.
 CJ0392
 CJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS016231(NAD 83)
 CJ0392_MARKER: DD = SURVEY DISK
 CJ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0392_SP_SET: CONCRETE POST
 CJ0392_STAMPING: VERT 10 092 1983
 CJ0392_MARK LOGO: SCGS  
 CJ0392_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0392_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0392+STABILITY: SURFACE MOTION
 CJ0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0392+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0392
 CJ0392  HISTORY     - Date     Condition        Report By
 CJ0392  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0392  HISTORY     - 19920817 GOOD             NGS
 CJ0392
 CJ0392                          STATION DESCRIPTION
 CJ0392
 CJ0392'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0392'2.1 KM (1.3 MI) SW FROM FORT JOHNSON.
 CJ0392'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-10-94.
 CJ0392'5.55 KILOMETERS (3.45 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0392'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0392'THENCE 5.8 KILOMETERS (3.6 MILES) NORTHEAST ALONG COUNTY
 CJ0392'ROAD S-10-94, SET IN LINE WITH THE CENTER LINE OF
 CJ0392'COUNTY ROAD S-10-1028, 29.0 METERS (95.0 FEET) WEST SOUTHWEST
 CJ0392'OF THE APPROXIMATE CENTER OF THE HEADSTONE WITH THE MARKINGS
 CJ0392'OF MEITZLER, 17.7 METERS (58.3 FEET) SOUTHEAST OF THE CENTER
 CJ0392'LINE OF COUNTY ROAD S-10-94, 13.7 METERS (45.0 FEET) EAST
 CJ0392'NORTHEAST OF THE APPROXIMATE CENTER OF THE MAIN ENTRANCE ROAD
 CJ0392'TO THE HOLY CROSS CEMETERY, 12.2 METERS (40.0 FEET) NORTH
 CJ0392'NORTHWEST OF A 25 FOOT HIGH CEMENT CROSS, 5.5 METERS (18.3
 CJ0392'FEET) NORTHWEST OF A 8 FOOT HIGH BRICK WALL.
 CJ0392
 CJ0392                          STATION RECOVERY (1992)
 CJ0392
 CJ0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0392'1.0 KM (0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0392'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 6.0 M (19.7
 CJ0392'FT) EASTERLY ALONG HARBOR VIEW ROAD, 29.0 M (95.1 FT) WEST-SOUTHWEST
 CJ0392'OF THE MEITZLER MEMORIA HEADSTONE, 17.7 M (58.1 FT) SOUTHEAST OF THE
 CJ0392'CENTERLINE OF FORT JOHN ROAD, 13.7 M (44.9 FT) NORTHEAST OF THE
 CJ0392'CENTER OF THE ENTRANCE TO THE HOLY CROSS CEMETERY AND THE EXTENDED
 CJ0392'CENTERLINE OF THE ROAD, 12.2 M (40.0 FT) NORTHWEST OF THE NORTHEAST
 CJ0392'CORNER OF A BRICK WALL, 5.5 M (18.0 FT) SOUTH-SOUTHWEST OF THE SOUTH
 CJ0392'CORNER OF A BRICK WALL, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD,
 CJ0392'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0393 ***********************************************************************
 CJ0393  DESIGNATION -  10 093
 CJ0393  PID         -  CJ0393
 CJ0393  STATE/COUNTY-  SC/CHARLESTON
 CJ0393  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0393
 CJ0393                         *CURRENT SURVEY CONTROL
 CJ0393  ___________________________________________________________________
 CJ0393* NAD 83(1986)-  32 44 41.     (N)    079 54 36.     (W)     SCALED    
 CJ0393* NAVD 88     -         5.263  (meters)      17.27   (feet)  ADJUSTED  
 CJ0393  ___________________________________________________________________
 CJ0393  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 CJ0393  DYNAMIC HT  -           5.257 (meters)      17.25  (feet)  COMP
 CJ0393  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 CJ0393
 CJ0393  VERT ORDER  -  FIRST     CLASS II
 CJ0393
 CJ0393.The horizontal coordinates were scaled from a topographic map and have
 CJ0393.an estimated accuracy of +/- 6 seconds.
 CJ0393
 CJ0393.The orthometric height was determined by differential leveling
 CJ0393.and adjusted by the National Geodetic Survey in June 1991..
 CJ0393
 CJ0393.The geoid height was determined by GEOID03.
 CJ0393
 CJ0393.The dynamic height is computed by dividing the NAVD 88
 CJ0393.geopotential number by the normal gravity value computed on the
 CJ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0393.degrees latitude (g = 980.6199 gals.).
 CJ0393
 CJ0393.The modeled gravity was interpolated from observed gravity values.
 CJ0393
 CJ0393;                    North         East    Units  Estimated Accuracy
 CJ0393;SPC SC       -   101,610.      711,750.      MT  (+/- 180 meters Scaled)
 CJ0393
 CJ0393                          SUPERSEDED SURVEY CONTROL
 CJ0393
 CJ0393  NGVD 29 (03/21/89)    5.563  (m)           18.25   (f) ADJUSTED    1 2
 CJ0393
 CJ0393.Superseded values are not recommended for survey control.
 CJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0393.See file dsdata.txt to determine how the superseded data were derived.
 CJ0393
 CJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS021235(NAD 83)
 CJ0393_MARKER: DD = SURVEY DISK
 CJ0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0393_SP_SET: CONCRETE POST
 CJ0393_STAMPING: VERT 10 093 1983
 CJ0393_MARK LOGO: SCGS  
 CJ0393_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0393+STABILITY: SURFACE MOTION
 CJ0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0393+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0393
 CJ0393  HISTORY     - Date     Condition        Report By
 CJ0393  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0393  HISTORY     - 19920817 GOOD             NGS
 CJ0393
 CJ0393                          STATION DESCRIPTION
 CJ0393
 CJ0393'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0393'1.4 KM (0.9 MI) SW FROM FORT JOHNSON.
 CJ0393'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-94.
 CJ0393'5.55 KILOMETERS (3.45 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0393'FROM THE JUNCTION OF STATE HIGHWAY 700, THENCE 6.4
 CJ0393'KILOMETERS (4.0 MILES) NORTHEAST ALONG COUNTY ROAD S-10-94,
 CJ0393'SET IN THE SOUTH ANGLE OF THE INTERSECTION OF BONHAM STREET,
 CJ0393'22.3 METERS (73.2 FEET) NORTHEAST OF THE NORTHWEST CORNER OF A
 CJ0393'ONE STORY BRICK HOUSE, 27.0 METERS (88.5 FEET) SOUTHEAST
 CJ0393'OF THE CENTER LINE OF COUNTY ROAD S-10-94, 12.8 METERS
 CJ0393'(42.0 FEET) WEST SOUTHWEST OF THE APPROXIMATE CENTER OF BONHAM
 CJ0393'STREET, 20.3 METERS (66.8 FEET) NORTH NORTHWEST OF THE NORTHEAST
 CJ0393'CORNER OF THE ONE STORY BRICK HOUSE.
 CJ0393
 CJ0393                          STATION RECOVERY (1992)
 CJ0393
 CJ0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0393'1.0 KM (0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0393'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 6.0 M (19.7
 CJ0393'FT) EASTERLY ALONG HARBOR VIEW ROAD, THENCE 0.6 KM (0.35 MI)
 CJ0393'NORTHEASTERLY ALONG FORT JOHNSON ROAD, 26.6 M (87.3 FT) SOUTHEAST OF
 CJ0393'THE ROAD CENTERLINE, 22.3 M (73.2 FT) NORTHEAST OF THE NORTH CORNER
 CJ0393'OF A BRICK HOUSE, 20.4 M (66.9 FT) NORTH-NORTHWEST OF THE EAST CORNER
 CJ0393'OF THE HOUSE, 13.5 M (44.3 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER
 CJ0393'OF BONHAM STREET, 5.6 M (18.4 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 CJ0393'A DRIVEWAY, AND THE MONUMENT IS RECESSED 0.02 M (0.07 FT) BELOW THE
 CJ0393'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2803 ***********************************************************************
 CK2803  DESIGNATION -  10 094
 CK2803  PID         -  CK2803
 CK2803  STATE/COUNTY-  SC/CHARLESTON
 CK2803  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2803
 CK2803                         *CURRENT SURVEY CONTROL
 CK2803  ___________________________________________________________________
 CK2803* NAD 83(2001)-  32 47 42.10955(N)    080 01 40.17956(W)     ADJUSTED  
 CK2803* NAVD 88     -         2.486  (meters)       8.16   (feet)  ADJUSTED  
 CK2803  ___________________________________________________________________
 CK2803  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 CK2803  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 CK2803  DYNAMIC HT  -           2.483 (meters)       8.15  (feet)  COMP
 CK2803  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 CK2803
 CK2803  HORZ ORDER  -  SECOND
 CK2803  VERT ORDER  -  FIRST     CLASS II
 CK2803
 CK2803.The horizontal coordinates were established by classical geodetic methods
 CK2803.and adjusted by the National Geodetic Survey in March 2004..
 CK2803
 CK2803.The orthometric height was determined by differential leveling
 CK2803.and adjusted by the National Geodetic Survey in June 1991..
 CK2803
 CK2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2803
 CK2803.The geoid height was determined by GEOID03.
 CK2803
 CK2803.The dynamic height is computed by dividing the NAVD 88
 CK2803.geopotential number by the normal gravity value computed on the
 CK2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2803.degrees latitude (g = 980.6199 gals.).
 CK2803
 CK2803.The modeled gravity was interpolated from observed gravity values.
 CK2803
 CK2803;                    North         East     Units Scale Factor Converg.
 CK2803;SPC SC       -   107,081.854   700,652.503   MT  0.99990914   +0 32 20.3
 CK2803;SPC SC       -   351,318.42  2,298,728.68   iFT  0.99990914   +0 32 20.3
 CK2803;UTM  17      - 3,628,982.679   591,027.515   MT  0.99970217   +0 31 35.8
 CK2803
 CK2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2803!SPC SC       -   1.00000478  x   0.99990914  =   0.99991392
 CK2803!UTM  17      -   1.00000478  x   0.99970217  =   0.99970695
 CK2803
 CK2803                          SUPERSEDED SURVEY CONTROL
 CK2803
 CK2803  NAD 83(1986)-  32 47 42.12082(N)    080 01 40.18435(W) AD(       ) 2
 CK2803  NGVD 29 (03/21/89)    2.784  (m)            9.13   (f) ADJUSTED    1 2
 CK2803
 CK2803.Superseded values are not recommended for survey control.
 CK2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2803.See file dsdata.txt to determine how the superseded data were derived.
 CK2803
 CK2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9102828983(NAD 83)
 CK2803_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2803_SP_SET: CONCRETE POST
 CK2803_STAMPING: HORZ 10 094 1983
 CK2803_MARK LOGO: SCGS  
 CK2803_PROJECTION: FLUSH
 CK2803_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2803+STABILITY: SURFACE MOTION
 CK2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2803+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1991
 CK2803
 CK2803  HISTORY     - Date     Condition        Report By
 CK2803  HISTORY     - 1983     MONUMENTED       SCGS
 CK2803  HISTORY     - 1983     GOOD             SCGS
 CK2803  HISTORY     - 19910306 GOOD             SCGS
 CK2803  HISTORY     - 19910604 MARK NOT FOUND   USPSQD
 CK2803  HISTORY     - 20010331 GOOD             NGS
 CK2803  HISTORY     - 20011210 GOOD             NGS
 CK2803
 CK2803                          STATION DESCRIPTION
 CK2803
 CK2803'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK2803'THE STATION IS LOCATED IN THE SAINT ANDREWS PARISH AREA OF
 CK2803'CHARLESTON.
 CK2803'OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSP,
 CK2803'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY,
 CK2803'HARBISON FOREST ROAD, COLUMBIA SC 29210, PHONE 803-758-6434.
 CK2803'
 CK2803'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK2803'61 AND 7 IN THE SAINT ANDREWS PARISH AREA, GO SOUTH ALONG
 CK2803'HIGHWAY 7 FOR 1.1 KM (0.75 MI) TO THE INTERSECTION WITH
 CK2803'ORLEANS ROAD AND THE STATION ON THE RIGHT, IN THE GRASS
 CK2803'TRIANGLE IN THE NORTHEAST CORNER OF THE INTERSECTION.
 CK2803'
 CK2803'THE STATION IS A STANDARD SCGS DISK
 CK2803'STAMPED---HORZ 10 094 1983---,
 CK2803'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK2803'FLUSH WITH GROUND.  IT IS LOCATED
 CK2803'7.01 METERS (23 FT) NORTHWEST FROM THE NORTHWEST CURB OF HIGHWAY 7,
 CK2803'6.55 METERS (21.50 FT) NORTHEAST FROM POWER POLE 267799 WITH A
 CK2803'STREET LAMP,
 CK2803'9.91 METERS (32.5 FT) NORTHEAST FROM THE NORTHEAST CURB OF
 CK2803'ORLEANS ROAD,
 CK2803'4.725 METERS (15.50 FT) NORTHWEST FROM A FIRE HYDRANT AND
 CK2803'0.95 METER (3.1 FT) SOUTHEAST FROM A METAL WITNESS POST.
 CK2803'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2803'STAMPED---HORZ 10 094 1983---,
 CK2803'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2803'
 CK2803'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.37 METERS.
 CK2803'
 CK2803'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK2803
 CK2803                          STATION RECOVERY (1983)
 CK2803
 CK2803'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2803'IN SAINT ANDREWS.
 CK2803'THE MARK IS ABOVE LEVEL WITH HIGHWAY 7.
 CK2803'1.2 KILOMETERS (0.75 MILE) SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE
 CK2803'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, SET IN THE MEDIAN NEAR
 CK2803'A FIRE HYDRANT IN THE NORTHEAST ANGLE OF THE INTERSECTION OF ORLEANS
 CK2803'ROAD, 18.6 METERS (61.0 FEET) EAST OF THE APPROXIMATE CENTER OF
 CK2803'ORLEANS ROAD, 12.7 METERS (41.5 FEET) NORTHWEST OF THE APPROXIMATE
 CK2803'CENTER OF THE SOUTHBOUND LANE OF HIGHWAY 7, 9.1 METERS (30.0 FEET)
 CK2803'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A OFF EXIT ROAD OFF OF
 CK2803'HIGHWAY 7 ONTO ORLEANS ROAD, 4.6 METERS (15.0 FEET) NORTH-NORTHWEST OF
 CK2803'THE FIRE HYDRANT, 7.8 METERS (25.8 FEET) NORTHEAST OF THE APPROXIMATE
 CK2803'CENTER OF A TRAFFIC LIGHT CONTROL BOX.
 CK2803'THE MARK IS 0.90 METERS  SSE FROM A WITNESS POST.
 CK2803
 CK2803                          STATION RECOVERY (1991)
 CK2803
 CK2803'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2803'RECOVERED IN GOOD CONDITION.
 CK2803
 CK2803                          STATION RECOVERY (1991)
 CK2803
 CK2803'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2803'MARK NOT FOUND.
 CK2803
 CK2803                          STATION RECOVERY (2001)
 CK2803
 CK2803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2803'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2803
 CK2803                          STATION RECOVERY (2001)
 CK2803
 CK2803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2803'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2401 ***********************************************************************
 CK2401  DESIGNATION -  10 094 AZ MK
 CK2401  PID         -  CK2401
 CK2401  STATE/COUNTY-  SC/CHARLESTON
 CK2401  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2401
 CK2401                         *CURRENT SURVEY CONTROL
 CK2401  ___________________________________________________________________
 CK2401* NAD 83(2001)-  32 47 20.75444(N)    080 01 38.33247(W)     ADJUSTED  
 CK2401* NAVD 88     -         3.174  (meters)      10.41   (feet)  ADJUSTED  
 CK2401  ___________________________________________________________________
 CK2401  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 CK2401  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 CK2401  DYNAMIC HT  -           3.170 (meters)      10.40  (feet)  COMP
 CK2401  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CK2401
 CK2401  HORZ ORDER  -  SECOND
 CK2401  VERT ORDER  -  FIRST     CLASS II
 CK2401
 CK2401.The horizontal coordinates were established by classical geodetic methods
 CK2401.and adjusted by the National Geodetic Survey in March 2004..
 CK2401.No horizontal observational check was made to the station.
 CK2401
 CK2401.The orthometric height was determined by differential leveling
 CK2401.and adjusted by the National Geodetic Survey in June 1991..
 CK2401
 CK2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2401
 CK2401.The geoid height was determined by GEOID03.
 CK2401
 CK2401.The dynamic height is computed by dividing the NAVD 88
 CK2401.geopotential number by the normal gravity value computed on the
 CK2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2401.degrees latitude (g = 980.6199 gals.).
 CK2401
 CK2401.The modeled gravity was interpolated from observed gravity values.
 CK2401
 CK2401;                    North         East     Units Scale Factor Converg.
 CK2401;SPC SC       -   106,424.534   700,706.747   MT  0.99991071   +0 32 21.3
 CK2401;SPC SC       -   349,161.86  2,298,906.65   iFT  0.99991071   +0 32 21.3
 CK2401;UTM  17      - 3,628,325.483   591,081.605   MT  0.99970229   +0 31 36.5
 CK2401
 CK2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2401!SPC SC       -   1.00000468  x   0.99991071  =   0.99991539
 CK2401!UTM  17      -   1.00000468  x   0.99970229  =   0.99970696
 CK2401
 CK2401                          SUPERSEDED SURVEY CONTROL
 CK2401
 CK2401  NAD 83(1986)-  32 47 20.76571(N)    080 01 38.33729(W) AD(       ) 2
 CK2401  NGVD 29 (03/21/89)    3.472  (m)           11.39   (f) ADJUSTED    1 2
 CK2401
 CK2401.Superseded values are not recommended for survey control.
 CK2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2401.See file dsdata.txt to determine how the superseded data were derived.
 CK2401
 CK2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9108228325(NAD 83)
 CK2401_MARKER: DZ = AZIMUTH MARK DISK
 CK2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2401_SP_SET: CONCRETE POST
 CK2401_STAMPING: AZ MK 10 094 1983
 CK2401_MARK LOGO: SCGS  
 CK2401_PROJECTION: FLUSH
 CK2401_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2401+STABILITY: SURFACE MOTION
 CK2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2401+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1991
 CK2401
 CK2401  HISTORY     - Date     Condition        Report By
 CK2401  HISTORY     - 1983     MONUMENTED       SCGS
 CK2401  HISTORY     - 1983     GOOD             SCGS
 CK2401  HISTORY     - 1984     GOOD             SCGS
 CK2401  HISTORY     - 19910306 GOOD             SCGS
 CK2401  HISTORY     - 19910604 GOOD             USPSQD
 CK2401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2401  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2401
 CK2401                          STATION DESCRIPTION
 CK2401
 CK2401'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK2401'THE STATION IS LOCATED IN THE SAINT ANDREWS PARISH AREA OF
 CK2401'CHARLESTON.
 CK2401'OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSP,
 CK2401'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY,
 CK2401'HARBISON FOREST ROAD, COLUMBIA SC 29210, PHONE 803-758-6434.
 CK2401'
 CK2401'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61
 CK2401'AND 7, IN THE SAINT ANDREWS PARISH AREA, GO SOUTH ALONG
 CK2401'HIGHWAY 7 FOR 1.1 KM (0.75 MI) TO THE INTERSECTION WITH
 CK2401'ORLEANS ROAD AND 10 094 SCGS ON THE LEFT. TURN LEFT ON ORLEANS
 CK2401'ROAD FOR 0.6 KM (0.4 MI) TO A TEE INTERSECTION WITH
 CK2401'U.S. HIGHWAY 17 AND THE STATION STRAIGHT AHEAD BY A CHAIN
 CK2401'LINK FENCE.
 CK2401'
 CK2401'THE STATION IS A STANDARD SCGS DISK
 CK2401'STAMPED---AZ MK 10 094 1983---,
 CK2401'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK2401'FLUSH WITH GROUND.  IT IS LOCATED
 CK2401'29.52 METERS (96.85 FT) NORTHEAST FROM THE NORTHEAST CORNER OF
 CK2401'THE VARN REALTY COMPANY BUILDING,
 CK2401'9.04 METERS (29.65 FT) SOUTH FROM THE SOUTH CURB OF HIGHWAY 17,
 CK2401'4.45 METERS (14.6 FT) SOUTH-SOUTHWEST FROM THE CORNER OF THE
 CK2401'CHAIN LINK FENCE AND 1.16 METERS (3.8 FT) NORTH NORTHWEST FROM A
 CK2401'METAL WITNESS POST.
 CK2401'
 CK2401'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.65 METERS.
 CK2401
 CK2401                          STATION RECOVERY (1983)
 CK2401
 CK2401'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2401'IN SAINT ANDREWS.
 CK2401'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17.
 CK2401'1.2 KILOMETERS (0.75 MILE) SOUTH ALONG STATE HIGHWAY 7 FROM THE
 CK2401'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, THENCE 0.6 KILOMETER
 CK2401'(0.4 MILE) SOUTHEAST ALONG ORLEANS ROAD, SET NEAR A CHAIN LINK FENCE
 CK2401'AND IN LINE WITH THE CENTERLINE OF ORLEANS ROAD, 29.6 METERS (97.0
 CK2401'FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A OFFICE COMPLEX,
 CK2401'15.7 METERS (51.5 FEET) NORTH OF THE END OF A CINDER BLOCK WALL, 13.6
 CK2401'METERS (44.5 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND
 CK2401'LANE OF U.S. HIGHWAY 17, 0.8 METER (2.5 FEET) WEST-NORTHWEST OF THE
 CK2401'CHAIN LINK FENCE.
 CK2401'THE MARK IS 1.20 METERS  NNW FROM A WITNESS POST.
 CK2401
 CK2401                          STATION RECOVERY (1984)
 CK2401
 CK2401'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2401'RECOVERED IN GOOD CONDITION.
 CK2401
 CK2401                          STATION RECOVERY (1991)
 CK2401
 CK2401'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2401'RECOVERED IN GOOD CONDITION.
 CK2401
 CK2401                          STATION RECOVERY (1991)
 CK2401
 CK2401'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2401'RECOVERED IN GOOD CONDITION.
 CK2401
 CK2401                          STATION RECOVERY (2001)
 CK2401
 CK2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2401
 CK2401                          STATION RECOVERY (2001)
 CK2401
 CK2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0420 ***********************************************************************
 CJ0420  DESIGNATION -  10 095
 CJ0420  PID         -  CJ0420
 CJ0420  STATE/COUNTY-  SC/CHARLESTON
 CJ0420  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0420
 CJ0420                         *CURRENT SURVEY CONTROL
 CJ0420  ___________________________________________________________________
 CJ0420* NAD 83(1986)-  32 42 51.     (N)    079 58 43.     (W)     SCALED    
 CJ0420* NAVD 88     -         4.923  (meters)      16.15   (feet)  ADJUSTED  
 CJ0420  ___________________________________________________________________
 CJ0420  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 CJ0420  DYNAMIC HT  -           4.917 (meters)      16.13  (feet)  COMP
 CJ0420  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CJ0420
 CJ0420  VERT ORDER  -  FIRST     CLASS II
 CJ0420
 CJ0420.The horizontal coordinates were scaled from a topographic map and have
 CJ0420.an estimated accuracy of +/- 6 seconds.
 CJ0420
 CJ0420.The orthometric height was determined by differential leveling
 CJ0420.and adjusted by the National Geodetic Survey in June 1991..
 CJ0420
 CJ0420.The geoid height was determined by GEOID03.
 CJ0420
 CJ0420.The dynamic height is computed by dividing the NAVD 88
 CJ0420.geopotential number by the normal gravity value computed on the
 CJ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0420.degrees latitude (g = 980.6199 gals.).
 CJ0420
 CJ0420.The modeled gravity was interpolated from observed gravity values.
 CJ0420
 CJ0420;                    North         East    Units  Estimated Accuracy
 CJ0420;SPC SC       -    98,160.      705,350.      MT  (+/- 180 meters Scaled)
 CJ0420
 CJ0420                          SUPERSEDED SURVEY CONTROL
 CJ0420
 CJ0420  NGVD 29 (03/21/89)    5.223  (m)           17.14   (f) ADJUSTED    1 2
 CJ0420
 CJ0420.Superseded values are not recommended for survey control.
 CJ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0420.See file dsdata.txt to determine how the superseded data were derived.
 CJ0420
 CJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS957200(NAD 83)
 CJ0420_MARKER: DB = BENCH MARK DISK
 CJ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0420_SP_SET: CONCRETE POST
 CJ0420_STAMPING: VERT 10 095 1983
 CJ0420_MARK LOGO: SCGS  
 CJ0420_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0420
 CJ0420  HISTORY     - Date     Condition        Report By
 CJ0420  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0420
 CJ0420                          STATION DESCRIPTION
 CJ0420
 CJ0420'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0420'2.4 KM (1.5 MI) SW FROM CENTERVILLE.
 CJ0420'5.55 KILOMETERS (3.45 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0420'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0420'THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG COUNTY ROAD
 CJ0420'S-10-94, THENCE 1.0 KILOMETERS (0.6 MILE) WEST ALONG COUNTY
 CJ0420'ROAD S-10-53, SET NEAR A 10 INCH OAK TREE, JUST BEFORE THE
 CJ0420'CURVE IN THE ROAD, 8.5 METERS (28.0 FEET) NORTH OF THE CENTER
 CJ0420'LINE OF COUNTY ROAD S-10-53, 3.5 METERS (11.5 FEET) WEST OF
 CJ0420'A BLAZED 24 INCH PINE TREE, 2.7 METERS (9.0 FEET) EAST
 CJ0420'NORTHEAST OF A BLAZED 10 INCH OAK TREE.
 CJ0420'THE MARK IS 0.70 METERS  S FROM A WITNESS POST.
 CJ0420'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-10-53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0416 ***********************************************************************
 CJ0416  DESIGNATION -  10 096
 CJ0416  PID         -  CJ0416
 CJ0416  STATE/COUNTY-  SC/CHARLESTON
 CJ0416  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0416
 CJ0416                         *CURRENT SURVEY CONTROL
 CJ0416  ___________________________________________________________________
 CJ0416* NAD 83(1986)-  32 43 13.     (N)    079 58 57.     (W)     SCALED    
 CJ0416* NAVD 88     -         4.113  (meters)      13.49   (feet)  ADJUSTED  
 CJ0416  ___________________________________________________________________
 CJ0416  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CJ0416  DYNAMIC HT  -           4.108 (meters)      13.48  (feet)  COMP
 CJ0416  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 CJ0416
 CJ0416  VERT ORDER  -  FIRST     CLASS II
 CJ0416
 CJ0416.The horizontal coordinates were scaled from a topographic map and have
 CJ0416.an estimated accuracy of +/- 6 seconds.
 CJ0416
 CJ0416.The orthometric height was determined by differential leveling
 CJ0416.and adjusted by the National Geodetic Survey in June 1991..
 CJ0416
 CJ0416.The geoid height was determined by GEOID03.
 CJ0416
 CJ0416.The dynamic height is computed by dividing the NAVD 88
 CJ0416.geopotential number by the normal gravity value computed on the
 CJ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0416.degrees latitude (g = 980.6199 gals.).
 CJ0416
 CJ0416.The modeled gravity was interpolated from observed gravity values.
 CJ0416
 CJ0416;                    North         East    Units  Estimated Accuracy
 CJ0416;SPC SC       -    98,830.      704,980.      MT  (+/- 180 meters Scaled)
 CJ0416
 CJ0416                          SUPERSEDED SURVEY CONTROL
 CJ0416
 CJ0416  NGVD 29 (03/21/89)    4.413  (m)           14.48   (f) ADJUSTED    1 2
 CJ0416
 CJ0416.Superseded values are not recommended for survey control.
 CJ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0416.See file dsdata.txt to determine how the superseded data were derived.
 CJ0416
 CJ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS953207(NAD 83)
 CJ0416_MARKER: DB = BENCH MARK DISK
 CJ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0416_SP_SET: CONCRETE POST
 CJ0416_STAMPING: VERT 10 096 1983
 CJ0416_MARK LOGO: SCGS  
 CJ0416_PROJECTION: FLUSH
 CJ0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0416
 CJ0416  HISTORY     - Date     Condition        Report By
 CJ0416  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0416
 CJ0416                          STATION DESCRIPTION
 CJ0416
 CJ0416'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0416'1.9 KM (1.2 MI) SW FROM CENTERVILLE.
 CJ0416'5.55 KILOMETERS (3.45 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0416'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0416'THENCE 0.3 KILOMETERS (0.2 MILES) SOUTHWEST ALONG COUNTY ROAD
 CJ0416'S-10-94, THENCE 1.85 KILOMETERS (1.15 MILES) WEST ALONG COUNTY
 CJ0416'ROAD S-10-53, SET NEAR A ONE HUNDRED TWENTY INCH OAK TREE,
 CJ0416'19.6 METERS (64.4 FEET) SOUTH OF A POWER POLE NUMBER 82279,
 CJ0416'10.1 METERS (33.3 FEET) WEST OF THE CENTER LINE OF COUNTY
 CJ0416'ROAD S-10-53, 13.3 METERS (43.5 FEET) NORTH NORTHWEST OF
 CJ0416'A FIRE HYDRANT, 7.5 METERS (24.5 FEET) NORTH OF THE
 CJ0416'APPROXIMATE CENTER OF A SAND DRIVE, 3.4 METERS (11.3 FEET) WEST
 CJ0416'SOUTHWEST OF A 120 INCH OAK TREE.
 CJ0416'THE MARK IS 1.40 METERS  WNW FROM A WITNESS POST.
 CJ0416'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0415 ***********************************************************************
 CJ0415  DESIGNATION -  10 097
 CJ0415  PID         -  CJ0415
 CJ0415  STATE/COUNTY-  SC/CHARLESTON
 CJ0415  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0415
 CJ0415                         *CURRENT SURVEY CONTROL
 CJ0415  ___________________________________________________________________
 CJ0415* NAD 83(1986)-  32 43 58.     (N)    079 58 55.     (W)     SCALED    
 CJ0415* NAVD 88     -         2.648  (meters)       8.69   (feet)  ADJUSTED  
 CJ0415  ___________________________________________________________________
 CJ0415  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 CJ0415  DYNAMIC HT  -           2.645 (meters)       8.68  (feet)  COMP
 CJ0415  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CJ0415
 CJ0415  VERT ORDER  -  FIRST     CLASS II
 CJ0415
 CJ0415.The horizontal coordinates were scaled from a topographic map and have
 CJ0415.an estimated accuracy of +/- 6 seconds.
 CJ0415
 CJ0415.The orthometric height was determined by differential leveling
 CJ0415.and adjusted by the National Geodetic Survey in June 1991..
 CJ0415
 CJ0415.The geoid height was determined by GEOID03.
 CJ0415
 CJ0415.The dynamic height is computed by dividing the NAVD 88
 CJ0415.geopotential number by the normal gravity value computed on the
 CJ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0415.degrees latitude (g = 980.6199 gals.).
 CJ0415
 CJ0415.The modeled gravity was interpolated from observed gravity values.
 CJ0415
 CJ0415;                    North         East    Units  Estimated Accuracy
 CJ0415;SPC SC       -   100,220.      705,020.      MT  (+/- 180 meters Scaled)
 CJ0415
 CJ0415                          SUPERSEDED SURVEY CONTROL
 CJ0415
 CJ0415  NGVD 29 (03/21/89)    2.948  (m)            9.67   (f) ADJUSTED    1 2
 CJ0415
 CJ0415.Superseded values are not recommended for survey control.
 CJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0415.See file dsdata.txt to determine how the superseded data were derived.
 CJ0415
 CJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS953221(NAD 83)
 CJ0415_MARKER: DB = BENCH MARK DISK
 CJ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0415_SP_SET: CONCRETE POST
 CJ0415_STAMPING: VERT 10 097 1983
 CJ0415_MARK LOGO: SCGS  
 CJ0415_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0415
 CJ0415  HISTORY     - Date     Condition        Report By
 CJ0415  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0415
 CJ0415                          STATION DESCRIPTION
 CJ0415
 CJ0415'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0415'1.3 KM (0.8 MI) SW FROM CENTERVILLE.
 CJ0415'5.55 KILOMETERS (3.45 MILES) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0415'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, THENCE 0.3
 CJ0415'KILOMETER (0.2 MILE) SOUTHWEST ALONG COUNTY ROAD S-10-94, THENCE
 CJ0415'3.3 KILOMETERS (2.05 MILES) WEST ALONG COUNTY ROAD S-10-53, SET
 CJ0415'NEAR A POWER POLE AT THE INTERSECTION OF CAMP ROAD, 34.0 METERS
 CJ0415'(111.7 FEET) SOUTH OF THE APPROXIMATE CENTER OF CAMP ROAD, 24.4
 CJ0415'METERS (80.0 FEET) SOUTH SOUTHEAST OF A FIRE HYDRANT, 7.5 METERS
 CJ0415'(24.4 FEET) EAST SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD
 CJ0415'S-10-53, 1.7 METERS (5.8 FEET) NORTHEAST OF A POWER POLE
 CJ0415'NUMBER A2220, 1.4 METERS (4.5 FEET) SOUTH SOUTHWEST OF A
 CJ0415'BLAZED 24 INCH OAK TREE.
 CJ0415'THE MARK IS 0.70 METERS  W FROM A WITNESS POST.
 CJ0415'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-10-53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0414 ***********************************************************************
 CJ0414  DESIGNATION -  10 098
 CJ0414  PID         -  CJ0414
 CJ0414  STATE/COUNTY-  SC/CHARLESTON
 CJ0414  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0414
 CJ0414                         *CURRENT SURVEY CONTROL
 CJ0414  ___________________________________________________________________
 CJ0414* NAD 83(1986)-  32 44 49.     (N)    079 59 14.     (W)     SCALED    
 CJ0414* NAVD 88     -         3.275  (meters)      10.74   (feet)  ADJUSTED  
 CJ0414  ___________________________________________________________________
 CJ0414  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 CJ0414  DYNAMIC HT  -           3.271 (meters)      10.73  (feet)  COMP
 CJ0414  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CJ0414
 CJ0414  VERT ORDER  -  FIRST     CLASS II
 CJ0414
 CJ0414.The horizontal coordinates were scaled from a topographic map and have
 CJ0414.an estimated accuracy of +/- 6 seconds.
 CJ0414
 CJ0414.The orthometric height was determined by differential leveling
 CJ0414.and adjusted by the National Geodetic Survey in June 1991..
 CJ0414
 CJ0414.The geoid height was determined by GEOID03.
 CJ0414
 CJ0414.The dynamic height is computed by dividing the NAVD 88
 CJ0414.geopotential number by the normal gravity value computed on the
 CJ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0414.degrees latitude (g = 980.6199 gals.).
 CJ0414
 CJ0414.The modeled gravity was interpolated from observed gravity values.
 CJ0414
 CJ0414;                    North         East    Units  Estimated Accuracy
 CJ0414;SPC SC       -   101,790.      704,510.      MT  (+/- 180 meters Scaled)
 CJ0414
 CJ0414                          SUPERSEDED SURVEY CONTROL
 CJ0414
 CJ0414  NGVD 29 (03/21/89)    3.574  (m)           11.73   (f) ADJUSTED    1 2
 CJ0414
 CJ0414.Superseded values are not recommended for survey control.
 CJ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0414.See file dsdata.txt to determine how the superseded data were derived.
 CJ0414
 CJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS948236(NAD 83)
 CJ0414_MARKER: DB = BENCH MARK DISK
 CJ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0414_SP_SET: CONCRETE POST
 CJ0414_STAMPING: VERT 10 098 1983
 CJ0414_MARK LOGO: SCGS  
 CJ0414_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0414
 CJ0414  HISTORY     - Date     Condition        Report By
 CJ0414  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0414
 CJ0414                          STATION DESCRIPTION
 CJ0414
 CJ0414'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0414'2.2 KM (1.4 MI) NW FROM CENTERVILLE.
 CJ0414'5.55 KILOMETERS (3.45 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0414'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0414'THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG COUNTY ROAD
 CJ0414'S-10-94, THENCE 5.05 KILOMETERS (3.15 MILES) WEST ALONG COUNTY
 CJ0414'ROAD S-10-53, SET NEAR THE EAST CORNER OF THE CHARLESTON
 CJ0414'COUNTY POLICE SUBSTATION, 18.0 METERS (59.0 FEET) NORTH NORTHWEST
 CJ0414'OF A POWER POLE NUMBER 189564, 21.1 METERS (69.4 FEET) SOUTH OF
 CJ0414'A FIRE HYDRANT, 19.3 METERS (63.4 FEET) WEST SOUTHWEST OF
 CJ0414'THE APPROXIMATE CENTER OF COUNTY ROAD S-10-53, 3.4 METERS
 CJ0414'(11.4 FEET) NORTH NORTHEAST OF THE EAST CORNER OF THE POLICE
 CJ0414'SUBSTATION.
 CJ0414'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2718 ***********************************************************************
 CK2718  DESIGNATION -  10 099
 CK2718  PID         -  CK2718
 CK2718  STATE/COUNTY-  SC/CHARLESTON
 CK2718  USGS QUAD   -  LEGAREVILLE (1971)
 CK2718
 CK2718                         *CURRENT SURVEY CONTROL
 CK2718  ___________________________________________________________________
 CK2718* NAD 83(1986)-  32 44 39.     (N)    080 04 08.     (W)     SCALED    
 CK2718* NAVD 88     -         4.126  (meters)      13.54   (feet)  ADJUSTED  
 CK2718  ___________________________________________________________________
 CK2718  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 CK2718  DYNAMIC HT  -           4.121 (meters)      13.52  (feet)  COMP
 CK2718  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 CK2718
 CK2718  VERT ORDER  -  FIRST     CLASS II
 CK2718
 CK2718.The horizontal coordinates were scaled from a topographic map and have
 CK2718.an estimated accuracy of +/- 6 seconds.
 CK2718
 CK2718.The orthometric height was determined by differential leveling
 CK2718.and adjusted by the National Geodetic Survey in June 1991..
 CK2718
 CK2718.The geoid height was determined by GEOID03.
 CK2718
 CK2718.The dynamic height is computed by dividing the NAVD 88
 CK2718.geopotential number by the normal gravity value computed on the
 CK2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2718.degrees latitude (g = 980.6199 gals.).
 CK2718
 CK2718.The modeled gravity was interpolated from observed gravity values.
 CK2718
 CK2718;                    North         East    Units  Estimated Accuracy
 CK2718;SPC SC       -   101,410.      696,860.      MT  (+/- 180 meters Scaled)
 CK2718
 CK2718                          SUPERSEDED SURVEY CONTROL
 CK2718
 CK2718  NGVD 29 (03/21/89)    4.423  (m)           14.51   (f) ADJUSTED    1 2
 CK2718
 CK2718.Superseded values are not recommended for survey control.
 CK2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2718.See file dsdata.txt to determine how the superseded data were derived.
 CK2718
 CK2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS872233(NAD 83)
 CK2718_MARKER: DB = BENCH MARK DISK
 CK2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2718_SP_SET: CONCRETE POST
 CK2718_STAMPING: VERT 10 099 1983
 CK2718_MARK LOGO: SCGS  
 CK2718_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2718+STABILITY: SURFACE MOTION
 CK2718
 CK2718  HISTORY     - Date     Condition        Report By
 CK2718  HISTORY     - 1983     MONUMENTED       SCGS
 CK2718  HISTORY     - 20010331 GOOD             NGS
 CK2718  HISTORY     - 20011210 GOOD             NGS
 CK2718
 CK2718                          STATION DESCRIPTION
 CK2718
 CK2718'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2718'8.8 KM (5.5 MI) SW FROM SAINT ANDREWS.
 CK2718'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2718'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2718'WEST OF SAINT ANDREWS, THENCE 3.6 KILOMETERS (2.25 MILES) EAST ALONG
 CK2718'COUNTY ROAD S-10-54, THENCE 2.5 KILOMETERS (1.55 MILES) SOUTH ALONG
 CK2718'COUNTY ROAD S-10-1442, SET NEAR A POWER POLE WITH AN ELECTRICAL LINE
 CK2718'CROSSING THE ROAD IN FRONT OF A ONE-STORY CINDER BLOCK BUILDING,
 CK2718'26.7 METERS (87.8 FEET) NORTH OF A POWER POLE WITH A TRANSFORMER,
 CK2718'14.5 METERS (47.7 FEET) WEST OF THE CENTERLINE OF COUNTY ROAD
 CK2718'S-10-1442, 6.8 METERS (22.3 FEET) EAST-NORTHEAST OF THE NORTHEAST
 CK2718'CORNER OF THE CINDER BLOCK BUILDING, 0.9 METER (3.0 FEET)
 CK2718'WEST-NORTHWEST OF A POWER POLE WITH ELECTRICAL LINE CROSSING THE ROAD.
 CK2718'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 CK2718'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-1442.
 CK2718
 CK2718                          STATION RECOVERY (2001)
 CK2718
 CK2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2718'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2718
 CK2718                          STATION RECOVERY (2001)
 CK2718
 CK2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2718'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2719 ***********************************************************************
 CK2719  DESIGNATION -  10 100
 CK2719  PID         -  CK2719
 CK2719  STATE/COUNTY-  SC/CHARLESTON
 CK2719  USGS QUAD   -  LEGAREVILLE (1971)
 CK2719
 CK2719                         *CURRENT SURVEY CONTROL
 CK2719  ___________________________________________________________________
 CK2719* NAD 83(1986)-  32 44 07.     (N)    080 04 50.     (W)     SCALED    
 CK2719* NAVD 88     -         6.056  (meters)      19.87   (feet)  ADJUSTED  
 CK2719  ___________________________________________________________________
 CK2719  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2719  DYNAMIC HT  -           6.049 (meters)      19.85  (feet)  COMP
 CK2719  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 CK2719
 CK2719  VERT ORDER  -  FIRST     CLASS II
 CK2719
 CK2719.The horizontal coordinates were scaled from a topographic map and have
 CK2719.an estimated accuracy of +/- 6 seconds.
 CK2719
 CK2719.The orthometric height was determined by differential leveling
 CK2719.and adjusted by the National Geodetic Survey in June 1991..
 CK2719
 CK2719.The geoid height was determined by GEOID03.
 CK2719
 CK2719.The dynamic height is computed by dividing the NAVD 88
 CK2719.geopotential number by the normal gravity value computed on the
 CK2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2719.degrees latitude (g = 980.6199 gals.).
 CK2719
 CK2719.The modeled gravity was interpolated from observed gravity values.
 CK2719
 CK2719;                    North         East    Units  Estimated Accuracy
 CK2719;SPC SC       -   100,410.      695,770.      MT  (+/- 180 meters Scaled)
 CK2719
 CK2719                          SUPERSEDED SURVEY CONTROL
 CK2719
 CK2719  NGVD 29 (03/21/89)    6.353  (m)           20.84   (f) ADJUSTED    1 2
 CK2719
 CK2719.Superseded values are not recommended for survey control.
 CK2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2719.See file dsdata.txt to determine how the superseded data were derived.
 CK2719
 CK2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS861223(NAD 83)
 CK2719_MARKER: DB = BENCH MARK DISK
 CK2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2719_SP_SET: CONCRETE POST
 CK2719_STAMPING: VERT 10 100 1983
 CK2719_MARK LOGO: SCGS  
 CK2719_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2719+STABILITY: SURFACE MOTION
 CK2719
 CK2719  HISTORY     - Date     Condition        Report By
 CK2719  HISTORY     - 1983     MONUMENTED       SCGS
 CK2719  HISTORY     - 20010331 GOOD             NGS
 CK2719  HISTORY     - 20011210 GOOD             NGS
 CK2719
 CK2719                          STATION DESCRIPTION
 CK2719
 CK2719'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2719'10.5 KM (6.5 MI) SW FROM SAINT ANDREWS.
 CK2719'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2719'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2719'WEST OF SAINT ANDREWS, THENCE 3.6 KILOMETERS (2.25 MILES) EAST ALONG
 CK2719'COUNTY ROAD S-10-54, THENCE 4.2 KILOMETERS (2.6 MILES) SOUTH ALONG
 CK2719'COUNTY ROAD S-10-1442, SET NEAR A 12-INCH BLAZED PINE TREE,
 CK2719'27.1 METERS (89.2 FEET) WEST-SOUTHWEST OF POWER POLE NUMBER 1,
 CK2719'23.3 METERS (76.7 FEET) NORTHEAST OF A TELEPHONE JUNCTION BOX,
 CK2719'9.1 METERS (30.0 FEET) NORTHWEST OF THE CENTERLINE OF COUNTY ROAD
 CK2719'S-10-1442, 1.9 METERS (6.4 FEET) SOUTH-SOUTHEAST OF THE 12-INCH BLAZED
 CK2719'PINE TREE.
 CK2719'THE MARK IS 0.70 METERS  SW FROM A WITNESS POST.
 CK2719'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-10-1442.
 CK2719
 CK2719                          STATION RECOVERY (2001)
 CK2719
 CK2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2719'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2719
 CK2719                          STATION RECOVERY (2001)
 CK2719
 CK2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2719'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2730 ***********************************************************************
 CK2730  DESIGNATION -  10 101
 CK2730  PID         -  CK2730
 CK2730  STATE/COUNTY-  SC/CHARLESTON
 CK2730  USGS QUAD   -  LEGAREVILLE (1971)
 CK2730
 CK2730                         *CURRENT SURVEY CONTROL
 CK2730  ___________________________________________________________________
 CK2730* NAD 83(1986)-  32 44 07.     (N)    080 01 54.     (W)     SCALED    
 CK2730* NAVD 88     -         4.725  (meters)      15.50   (feet)  ADJUSTED  
 CK2730  ___________________________________________________________________
 CK2730  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 CK2730  DYNAMIC HT  -           4.720 (meters)      15.49  (feet)  COMP
 CK2730  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 CK2730
 CK2730  VERT ORDER  -  FIRST     CLASS II
 CK2730
 CK2730.The horizontal coordinates were scaled from a topographic map and have
 CK2730.an estimated accuracy of +/- 6 seconds.
 CK2730
 CK2730.The orthometric height was determined by differential leveling
 CK2730.and adjusted by the National Geodetic Survey in June 1991..
 CK2730
 CK2730.The geoid height was determined by GEOID03.
 CK2730
 CK2730.The dynamic height is computed by dividing the NAVD 88
 CK2730.geopotential number by the normal gravity value computed on the
 CK2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2730.degrees latitude (g = 980.6199 gals.).
 CK2730
 CK2730.The modeled gravity was interpolated from observed gravity values.
 CK2730
 CK2730;                    North         East    Units  Estimated Accuracy
 CK2730;SPC SC       -   100,450.      700,360.      MT  (+/- 180 meters Scaled)
 CK2730
 CK2730                          SUPERSEDED SURVEY CONTROL
 CK2730
 CK2730  NGVD 29 (03/21/89)    5.023  (m)           16.48   (f) ADJUSTED    1 2
 CK2730
 CK2730.Superseded values are not recommended for survey control.
 CK2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2730.See file dsdata.txt to determine how the superseded data were derived.
 CK2730
 CK2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS907223(NAD 83)
 CK2730_MARKER: DB = BENCH MARK DISK
 CK2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2730_SP_SET: CONCRETE POST
 CK2730_STAMPING: VERT 10 101 1983
 CK2730_MARK LOGO: SCGS  
 CK2730_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2730+STABILITY: SURFACE MOTION
 CK2730
 CK2730  HISTORY     - Date     Condition        Report By
 CK2730  HISTORY     - 1983     MONUMENTED       SCGS
 CK2730  HISTORY     - 20010331 POOR             NGS
 CK2730  HISTORY     - 20011210 POOR             NGS
 CK2730
 CK2730                          STATION DESCRIPTION
 CK2730
 CK2730'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2730'7.6 KM (4.7 MI) SW FROM SAINT ANDREWS.
 CK2730'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2730'ISLAND POST OFFICE, THENCE 1.05 KILOMETERS (0.65 MILE) SOUTH ALONG
 CK2730'COUNTY ROAD S-10-54, SET NEAR A TELEPHONE POLE AND A TELEPHONE
 CK2730'JUNCTION BOX, 40.8 METERS (134.0 FEET) NORTHWEST OF THE WEST CORNER OF
 CK2730'A CINDER BLOCK BUILDING (ABC LIQUOR STORE), 41.8 METERS (137.0 FEET)
 CK2730'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A SAND ROAD LEADING TO
 CK2730'PLANTATION PINES PAR 3 DRIVING RANGE, 12.8 METERS (42.0 FEET)
 CK2730'EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-54, 2.4 METERS
 CK2730'(8.0 FEET) EAST OF TELEPHONE POLE NUMBER 21.
 CK2730'THE MARK IS 2.40 METERS  NE FROM A WITNESS POST.
 CK2730'THE MARK IS 0.30 M BELOW COUNTY ROAD S-10-54.
 CK2730
 CK2730                          STATION RECOVERY (2001)
 CK2730
 CK2730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2730'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2730
 CK2730                          STATION RECOVERY (2001)
 CK2730
 CK2730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2730'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2731 ***********************************************************************
 CK2731  DESIGNATION -  10 102
 CK2731  PID         -  CK2731
 CK2731  STATE/COUNTY-  SC/CHARLESTON
 CK2731  USGS QUAD   -  LEGAREVILLE (1971)
 CK2731
 CK2731                         *CURRENT SURVEY CONTROL
 CK2731  ___________________________________________________________________
 CK2731* NAD 83(1986)-  32 43 43.     (N)    080 01 32.     (W)     SCALED    
 CK2731* NAVD 88     -         5.211  (meters)      17.10   (feet)  ADJUSTED  
 CK2731  ___________________________________________________________________
 CK2731  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 CK2731  DYNAMIC HT  -           5.205 (meters)      17.08  (feet)  COMP
 CK2731  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 CK2731
 CK2731  VERT ORDER  -  FIRST     CLASS II
 CK2731
 CK2731.The horizontal coordinates were scaled from a topographic map and have
 CK2731.an estimated accuracy of +/- 6 seconds.
 CK2731
 CK2731.The orthometric height was determined by differential leveling
 CK2731.and adjusted by the National Geodetic Survey in June 1991..
 CK2731
 CK2731.The geoid height was determined by GEOID03.
 CK2731
 CK2731.The dynamic height is computed by dividing the NAVD 88
 CK2731.geopotential number by the normal gravity value computed on the
 CK2731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2731.degrees latitude (g = 980.6199 gals.).
 CK2731
 CK2731.The modeled gravity was interpolated from observed gravity values.
 CK2731
 CK2731;                    North         East    Units  Estimated Accuracy
 CK2731;SPC SC       -    99,720.      700,940.      MT  (+/- 180 meters Scaled)
 CK2731
 CK2731                          SUPERSEDED SURVEY CONTROL
 CK2731
 CK2731  NGVD 29 (03/21/89)    5.509  (m)           18.07   (f) ADJUSTED    1 2
 CK2731
 CK2731.Superseded values are not recommended for survey control.
 CK2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2731.See file dsdata.txt to determine how the superseded data were derived.
 CK2731
 CK2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS913216(NAD 83)
 CK2731_MARKER: DB = BENCH MARK DISK
 CK2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2731_SP_SET: CONCRETE POST
 CK2731_STAMPING: VERT 10 102 1983
 CK2731_MARK LOGO: SCGS  
 CK2731_PROJECTION: RECESSED 7 CENTIMETERS
 CK2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2731+STABILITY: SURFACE MOTION
 CK2731
 CK2731  HISTORY     - Date     Condition        Report By
 CK2731  HISTORY     - 1983     MONUMENTED       SCGS
 CK2731  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2731  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2731
 CK2731                          STATION DESCRIPTION
 CK2731
 CK2731'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2731'8.5 KM (5.3 MI) SW FROM SAINT ANDREWS.
 CK2731'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2731'ISLAND POST OFFICE, THENCE 2.0 KILOMETERS (1.25 MILES) SOUTH ALONG
 CK2731'COUNTY ROAD S-10-54, SET BEHIND A FOUR-FOOT HIGH BRICK WALL AT THE
 CK2731'INTERSECTION OF A SAND DRIVE, 14.6 METERS (48.0 FEET) EAST-NORTHEAST
 CK2731'OF THE CENTERLINE OF COUNTY ROAD S-10-54, 4.9 METERS (16.3 FEET)
 CK2731'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND DRIVE,
 CK2731'1.9 METERS (6.7 FEET) EAST-SOUTHEAST OF THE NORTH END OF THE BRICK
 CK2731'WALL, 2.5 METERS (8.7 FEET) SOUTH-SOUTHEAST OF A WIRE FENCE.
 CK2731'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-54.
 CK2731
 CK2731                          STATION RECOVERY (2001)
 CK2731
 CK2731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2731'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2731
 CK2731                          STATION RECOVERY (2001)
 CK2731
 CK2731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2731'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2735 ***********************************************************************
 CK2735  DESIGNATION -  10 103
 CK2735  PID         -  CK2735
 CK2735  STATE/COUNTY-  SC/CHARLESTON
 CK2735  USGS QUAD   -  LEGAREVILLE (1971)
 CK2735
 CK2735                         *CURRENT SURVEY CONTROL
 CK2735  ___________________________________________________________________
 CK2735* NAD 83(1986)-  32 43 07.     (N)    080 01 17.     (W)     SCALED    
 CK2735* NAVD 88     -         3.922  (meters)      12.87   (feet)  ADJUSTED  
 CK2735  ___________________________________________________________________
 CK2735  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 CK2735  DYNAMIC HT  -           3.918 (meters)      12.85  (feet)  COMP
 CK2735  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 CK2735
 CK2735  VERT ORDER  -  FIRST     CLASS II
 CK2735
 CK2735.The horizontal coordinates were scaled from a topographic map and have
 CK2735.an estimated accuracy of +/- 6 seconds.
 CK2735
 CK2735.The orthometric height was determined by differential leveling
 CK2735.and adjusted by the National Geodetic Survey in June 1991..
 CK2735
 CK2735.The geoid height was determined by GEOID03.
 CK2735
 CK2735.The dynamic height is computed by dividing the NAVD 88
 CK2735.geopotential number by the normal gravity value computed on the
 CK2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2735.degrees latitude (g = 980.6199 gals.).
 CK2735
 CK2735.The modeled gravity was interpolated from observed gravity values.
 CK2735
 CK2735;                    North         East    Units  Estimated Accuracy
 CK2735;SPC SC       -    98,610.      701,340.      MT  (+/- 180 meters Scaled)
 CK2735
 CK2735                          SUPERSEDED SURVEY CONTROL
 CK2735
 CK2735  NGVD 29 (03/21/89)    4.220  (m)           13.85   (f) ADJUSTED    1 2
 CK2735
 CK2735.Superseded values are not recommended for survey control.
 CK2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2735.See file dsdata.txt to determine how the superseded data were derived.
 CK2735
 CK2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS917205(NAD 83)
 CK2735_MARKER: DB = BENCH MARK DISK
 CK2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2735_SP_SET: CONCRETE POST
 CK2735_STAMPING: VERT 10 103 1983
 CK2735_MARK LOGO: SCGS  
 CK2735_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2735+STABILITY: SURFACE MOTION
 CK2735
 CK2735  HISTORY     - Date     Condition        Report By
 CK2735  HISTORY     - 1983     MONUMENTED       SCGS
 CK2735  HISTORY     - 20010331 GOOD             NGS
 CK2735  HISTORY     - 20011210 GOOD             NGS
 CK2735
 CK2735                          STATION DESCRIPTION
 CK2735
 CK2735'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2735'9.8 KM (6.1 MI) SW FROM SAINT ANDREWS.
 CK2735'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2735'ISLAND POST OFFICE, THENCE 3.2 KILOMETERS (2.0 MILES) SOUTH ALONG
 CK2735'COUNTY ROAD S-10-54, SET NEAR A FIRE HYDRANT AT THE INTERSECTION OF
 CK2735'COUNTY ROAD S-10-1156, 25.3 METERS (83.0 FEET) SOUTH-SOUTHEAST OF THE
 CK2735'APPROXIMATE CENTER OF COUNTY ROAD S-10-1156, 9.1 METERS (30.0 FEET)
 CK2735'WEST-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD S-10-54, 6.9 METERS
 CK2735'(22.8 FEET) SOUTH-SOUTHEAST OF A POWER POLE, 1.8 METERS (6.0 FEET)
 CK2735'WEST-NORTHWEST OF THE FIRE HYDRANT.
 CK2735'THE MARK IS 0.50 METERS  ENE FROM A WITNESS POST.
 CK2735'THE MARK IS 0.60 M BELOW COUNTY ROAD S-10-54.
 CK2735
 CK2735                          STATION RECOVERY (2001)
 CK2735
 CK2735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2735'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2735
 CK2735                          STATION RECOVERY (2001)
 CK2735
 CK2735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2735'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2738 ***********************************************************************
 CK2738  DESIGNATION -  10 104
 CK2738  PID         -  CK2738
 CK2738  STATE/COUNTY-  SC/CHARLESTON
 CK2738  USGS QUAD   -  LEGAREVILLE (1971)
 CK2738
 CK2738                         *CURRENT SURVEY CONTROL
 CK2738  ___________________________________________________________________
 CK2738* NAD 83(1986)-  32 42 46.     (N)    080 02 10.     (W)     SCALED    
 CK2738* NAVD 88     -         3.581  (meters)      11.75   (feet)  ADJUSTED  
 CK2738  ___________________________________________________________________
 CK2738  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 CK2738  DYNAMIC HT  -           3.577 (meters)      11.74  (feet)  COMP
 CK2738  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 CK2738
 CK2738  VERT ORDER  -  FIRST     CLASS II
 CK2738
 CK2738.The horizontal coordinates were scaled from a topographic map and have
 CK2738.an estimated accuracy of +/- 6 seconds.
 CK2738
 CK2738.The orthometric height was determined by differential leveling
 CK2738.and adjusted by the National Geodetic Survey in June 1991..
 CK2738
 CK2738.The geoid height was determined by GEOID03.
 CK2738
 CK2738.The dynamic height is computed by dividing the NAVD 88
 CK2738.geopotential number by the normal gravity value computed on the
 CK2738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2738.degrees latitude (g = 980.6199 gals.).
 CK2738
 CK2738.The modeled gravity was interpolated from observed gravity values.
 CK2738
 CK2738;                    North         East    Units  Estimated Accuracy
 CK2738;SPC SC       -    97,950.      699,960.      MT  (+/- 180 meters Scaled)
 CK2738
 CK2738                          SUPERSEDED SURVEY CONTROL
 CK2738
 CK2738  NGVD 29 (03/21/89)    3.879  (m)           12.73   (f) ADJUSTED    1 2
 CK2738
 CK2738.Superseded values are not recommended for survey control.
 CK2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2738.See file dsdata.txt to determine how the superseded data were derived.
 CK2738
 CK2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS903198(NAD 83)
 CK2738_MARKER: DB = BENCH MARK DISK
 CK2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2738_SP_SET: CONCRETE POST
 CK2738_STAMPING: VERT 10 104 1983
 CK2738_MARK LOGO: SCGS  
 CK2738_PROJECTION: RECESSED 7 CENTIMETERS
 CK2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2738+STABILITY: SURFACE MOTION
 CK2738
 CK2738  HISTORY     - Date     Condition        Report By
 CK2738  HISTORY     - 1983     MONUMENTED       SCGS
 CK2738  HISTORY     - 20010331 GOOD             NGS
 CK2738  HISTORY     - 20011210 GOOD             NGS
 CK2738
 CK2738                          STATION DESCRIPTION
 CK2738
 CK2738'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2738'10.0 KM (6.2 MI) SW FROM SAINT ANDREWS.
 CK2738'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2738'ISLAND POST OFFICE, THENCE 3.2 KILOMETERS (2.0 MILES) SOUTH ALONG
 CK2738'COUNTY ROAD S-10-54, THENCE 1.5 KILOMETERS (0.95 MILE) SOUTHWEST ALONG
 CK2738'COUNTY ROAD S-10-1156, SET NEAR A POWER POLE AT THE INTERSECTION OF A
 CK2738'SAND DRIVE WITH A LOCKED STEEL GATE, 8.9 METERS (29.4 FEET)
 CK2738'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-10-1156,
 CK2738'3.0 METERS (10.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 CK2738'SAND DRIVE, 1.2 METERS (4.0 FEET) NORTHEAST OF THE POWER POLE.
 CK2738'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-1156.
 CK2738
 CK2738                          STATION RECOVERY (2001)
 CK2738
 CK2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2738'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2738
 CK2738                          STATION RECOVERY (2001)
 CK2738
 CK2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2738'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2740 ***********************************************************************
 CK2740  DESIGNATION -  10 105
 CK2740  PID         -  CK2740
 CK2740  STATE/COUNTY-  SC/CHARLESTON
 CK2740  USGS QUAD   -  LEGAREVILLE (1971)
 CK2740
 CK2740                         *CURRENT SURVEY CONTROL
 CK2740  ___________________________________________________________________
 CK2740* NAD 83(1986)-  32 42 34.     (N)    080 02 56.     (W)     SCALED    
 CK2740* NAVD 88     -         3.335  (meters)      10.94   (feet)  ADJUSTED  
 CK2740  ___________________________________________________________________
 CK2740  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 CK2740  DYNAMIC HT  -           3.331 (meters)      10.93  (feet)  COMP
 CK2740  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CK2740
 CK2740  VERT ORDER  -  FIRST     CLASS II
 CK2740
 CK2740.The horizontal coordinates were scaled from a topographic map and have
 CK2740.an estimated accuracy of +/- 6 seconds.
 CK2740
 CK2740.The orthometric height was determined by differential leveling
 CK2740.and adjusted by the National Geodetic Survey in June 1991..
 CK2740
 CK2740.The geoid height was determined by GEOID03.
 CK2740
 CK2740.The dynamic height is computed by dividing the NAVD 88
 CK2740.geopotential number by the normal gravity value computed on the
 CK2740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2740.degrees latitude (g = 980.6199 gals.).
 CK2740
 CK2740.The modeled gravity was interpolated from observed gravity values.
 CK2740
 CK2740;                    North         East    Units  Estimated Accuracy
 CK2740;SPC SC       -    97,570.      698,770.      MT  (+/- 180 meters Scaled)
 CK2740
 CK2740                          SUPERSEDED SURVEY CONTROL
 CK2740
 CK2740  NGVD 29 (03/21/89)    3.633  (m)           11.92   (f) ADJUSTED    1 2
 CK2740
 CK2740.Superseded values are not recommended for survey control.
 CK2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2740.See file dsdata.txt to determine how the superseded data were derived.
 CK2740
 CK2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS891194(NAD 83)
 CK2740_MARKER: DB = BENCH MARK DISK
 CK2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2740_SP_SET: CONCRETE POST
 CK2740_STAMPING: VERT 10 105 1983
 CK2740_MARK LOGO: SCGS  
 CK2740_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2740+STABILITY: SURFACE MOTION
 CK2740
 CK2740  HISTORY     - Date     Condition        Report By
 CK2740  HISTORY     - 1983     MONUMENTED       SCGS
 CK2740  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2740  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2740
 CK2740                          STATION DESCRIPTION
 CK2740
 CK2740'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2740'11.6 KM (7.2 MI) SW FROM SAINT ANDREWS.
 CK2740'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2740'ISLAND POST OFFICE, THENCE 3.2 KILOMETERS (2.0 MILES) SOUTH ALONG
 CK2740'COUNTY ROAD S-10-54, THENCE 3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG
 CK2740'COUNTY ROAD S-10-1156, SET IN THE WEST ANGLE OF THE INTERSECTION OF A
 CK2740'GRASSY ROAD LEADING NORTHWEST, 16.5 METERS (54.2 FEET) NORTH-NORTHWEST
 CK2740'OF A POWER POLE, 8.5 METERS (28.0 FEET) NORTH OF THE APPROXIMATE
 CK2740'CENTER OF COUNTY ROAD S-10-1156, 3.4 METERS (11.5 FEET) WEST OF THE
 CK2740'APPROXIMATE CENTER OF THE GRASSY ROAD, 5.0 METERS (16.7 FEET)
 CK2740'EAST-NORTHEAST OF A FIRE HYDRANT.
 CK2740'THE MARK IS 1.00 METERS  N FROM  WOODEN POST
 CK2740'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-10-1156.
 CK2740
 CK2740                          STATION RECOVERY (2001)
 CK2740
 CK2740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2740'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2740
 CK2740                          STATION RECOVERY (2001)
 CK2740
 CK2740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2740'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2739 ***********************************************************************
 CK2739  DESIGNATION -  10 106
 CK2739  PID         -  CK2739
 CK2739  STATE/COUNTY-  SC/CHARLESTON
 CK2739  USGS QUAD   -  LEGAREVILLE (1971)
 CK2739
 CK2739                         *CURRENT SURVEY CONTROL
 CK2739  ___________________________________________________________________
 CK2739* NAD 83(1986)-  32 42 27.     (N)    080 03 25.     (W)     SCALED    
 CK2739* NAVD 88     -         3.212  (meters)      10.54   (feet)  ADJUSTED  
 CK2739  ___________________________________________________________________
 CK2739  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 CK2739  DYNAMIC HT  -           3.209 (meters)      10.53  (feet)  COMP
 CK2739  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 CK2739
 CK2739  VERT ORDER  -  FIRST     CLASS II
 CK2739
 CK2739.The horizontal coordinates were scaled from a topographic map and have
 CK2739.an estimated accuracy of +/- 6 seconds.
 CK2739
 CK2739.The orthometric height was determined by differential leveling
 CK2739.and adjusted by the National Geodetic Survey in June 1991..
 CK2739
 CK2739.The geoid height was determined by GEOID03.
 CK2739
 CK2739.The dynamic height is computed by dividing the NAVD 88
 CK2739.geopotential number by the normal gravity value computed on the
 CK2739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2739.degrees latitude (g = 980.6199 gals.).
 CK2739
 CK2739.The modeled gravity was interpolated from observed gravity values.
 CK2739
 CK2739;                    North         East    Units  Estimated Accuracy
 CK2739;SPC SC       -    97,350.      698,010.      MT  (+/- 180 meters Scaled)
 CK2739
 CK2739                          SUPERSEDED SURVEY CONTROL
 CK2739
 CK2739  NGVD 29 (03/21/89)    3.510  (m)           11.52   (f) ADJUSTED    1 2
 CK2739
 CK2739.Superseded values are not recommended for survey control.
 CK2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2739.See file dsdata.txt to determine how the superseded data were derived.
 CK2739
 CK2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS883192(NAD 83)
 CK2739_MARKER: DB = BENCH MARK DISK
 CK2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2739_SP_SET: CONCRETE POST
 CK2739_STAMPING: VERT 10 106 1983
 CK2739_MARK LOGO: SCGS  
 CK2739_PROJECTION: RECESSED 7 CENTIMETERS
 CK2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2739+STABILITY: SURFACE MOTION
 CK2739
 CK2739  HISTORY     - Date     Condition        Report By
 CK2739  HISTORY     - 1983     MONUMENTED       SCGS
 CK2739  HISTORY     - 20010331 GOOD             NGS
 CK2739  HISTORY     - 20010331 GOOD             NGS
 CK2739  HISTORY     - 20011210 GOOD             NGS
 CK2739
 CK2739                          STATION DESCRIPTION
 CK2739
 CK2739'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2739'12.4 KM (7.7 MI) SW FROM SAINT ANDREWS.
 CK2739'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2739'ISLAND POST OFFICE, THENCE 3.2 KILOMETERS (2.0 MILES) SOUTH ALONG
 CK2739'COUNTY ROAD S-10-54, THENCE 4.0 KILOMETERS (2.5 MILES) SOUTHWEST ALONG
 CK2739'COUNTY ROAD S-10-1156, SET NEAR A POWER POLE ON THE EAST SIDE OF THE
 CK2739'CEDAR SPRING BAPTIST CHURCH, 27.5 METERS (90.3 FEET) SOUTH-SOUTHWEST
 CK2739'OF THE APPROXIMATE CENTER OF COUNTY ROAD S-10-1156, 16.5 METERS (54.3
 CK2739'FEET) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH,
 CK2739'14.9 METERS (49.0 FEET) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 CK2739'CHURCH, 1.9 METERS (6.7 FEET) WEST-SOUTHWEST OF THE POWER POLE WITH A
 CK2739'STREET LIGHT.
 CK2739'THE MARK IS 2.40 METERS  W FROM A WITNESS POST.
 CK2739'THE MARK IS 0.30 M BELOW COUNTY ROAD S-10-1156.
 CK2739
 CK2739                          STATION RECOVERY (2001)
 CK2739
 CK2739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2739'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2739
 CK2739                          STATION RECOVERY (2001)
 CK2739
 CK2739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2739'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2739
 CK2739                          STATION RECOVERY (2001)
 CK2739
 CK2739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2739'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2742 ***********************************************************************
 CK2742  DESIGNATION -  10 107
 CK2742  PID         -  CK2742
 CK2742  STATE/COUNTY-  SC/CHARLESTON
 CK2742  USGS QUAD   -  LEGAREVILLE (1971)
 CK2742
 CK2742                         *CURRENT SURVEY CONTROL
 CK2742  ___________________________________________________________________
 CK2742* NAD 83(1986)-  32 42 21.     (N)    080 00 56.     (W)     SCALED    
 CK2742* NAVD 88     -         4.912  (meters)      16.12   (feet)  ADJUSTED  
 CK2742  ___________________________________________________________________
 CK2742  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CK2742  DYNAMIC HT  -           4.907 (meters)      16.10  (feet)  COMP
 CK2742  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 CK2742
 CK2742  VERT ORDER  -  FIRST     CLASS II
 CK2742
 CK2742.The horizontal coordinates were scaled from a topographic map and have
 CK2742.an estimated accuracy of +/- 6 seconds.
 CK2742
 CK2742.The orthometric height was determined by differential leveling
 CK2742.and adjusted by the National Geodetic Survey in June 1991..
 CK2742
 CK2742.The geoid height was determined by GEOID03.
 CK2742
 CK2742.The dynamic height is computed by dividing the NAVD 88
 CK2742.geopotential number by the normal gravity value computed on the
 CK2742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2742.degrees latitude (g = 980.6199 gals.).
 CK2742
 CK2742.The modeled gravity was interpolated from observed gravity values.
 CK2742
 CK2742;                    North         East    Units  Estimated Accuracy
 CK2742;SPC SC       -    97,200.      701,900.      MT  (+/- 180 meters Scaled)
 CK2742
 CK2742                          SUPERSEDED SURVEY CONTROL
 CK2742
 CK2742  NGVD 29 (03/21/89)    5.210  (m)           17.09   (f) ADJUSTED    1 2
 CK2742
 CK2742.Superseded values are not recommended for survey control.
 CK2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2742.See file dsdata.txt to determine how the superseded data were derived.
 CK2742
 CK2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS922191(NAD 83)
 CK2742_MARKER: DB = BENCH MARK DISK
 CK2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2742_SP_SET: CONCRETE POST
 CK2742_STAMPING: VERT 10 107 1983
 CK2742_MARK LOGO: SCGS  
 CK2742_PROJECTION: FLUSH
 CK2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2742+STABILITY: SURFACE MOTION
 CK2742
 CK2742  HISTORY     - Date     Condition        Report By
 CK2742  HISTORY     - 1983     MONUMENTED       SCGS
 CK2742
 CK2742                          STATION DESCRIPTION
 CK2742
 CK2742'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2742'11.4 KM (7.1 MI) SW FROM SAINT ANDREWS.
 CK2742'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2742'ISLAND POST OFFICE, THENCE 4.75 KILOMETERS (2.95 MILES) SOUTH ALONG
 CK2742'COUNTY ROAD S-10-54, SET IN THE NORTHEAST ANGLE OF A PAVED ROAD
 CK2742'LEADING NORTHEAST ALONG THE BACK SIDE OF AN AIRPORT, 14.6 METERS (48.0
 CK2742'FEET) EAST OF THE CENTERLINE OF COUNTY ROAD S-10-54, 18.0 METERS (59.1
 CK2742'FEET) NORTH-NORTHEAST OF A FENCE CORNER ON THE SOUTH SIDE OF A PAVED
 CK2742'ROAD, 9.4 METERS (31.0 FEET) NORTH OF THE APPROXIMATE CENTER OF THE
 CK2742'PAVED ROAD, 5.2 METERS (17.2 FEET) WEST OF A WIRE FENCE.
 CK2742'THE MARK IS 5.10 METERS  W FROM A WITNESS POST.
 CK2742'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-10-54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2743 ***********************************************************************
 CK2743  DESIGNATION -  10 108
 CK2743  PID         -  CK2743
 CK2743  STATE/COUNTY-  SC/CHARLESTON
 CK2743  USGS QUAD   -  LEGAREVILLE (1971)
 CK2743
 CK2743                         *CURRENT SURVEY CONTROL
 CK2743  ___________________________________________________________________
 CK2743* NAD 83(1986)-  32 42 06.     (N)    080 00 54.     (W)     SCALED    
 CK2743* NAVD 88     -         6.160  (meters)      20.21   (feet)  ADJUSTED  
 CK2743  ___________________________________________________________________
 CK2743  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CK2743  DYNAMIC HT  -           6.153 (meters)      20.19  (feet)  COMP
 CK2743  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CK2743
 CK2743  VERT ORDER  -  FIRST     CLASS II
 CK2743
 CK2743.The horizontal coordinates were scaled from a topographic map and have
 CK2743.an estimated accuracy of +/- 6 seconds.
 CK2743
 CK2743.The orthometric height was determined by differential leveling
 CK2743.and adjusted by the National Geodetic Survey in June 1991..
 CK2743
 CK2743.The geoid height was determined by GEOID03.
 CK2743
 CK2743.The dynamic height is computed by dividing the NAVD 88
 CK2743.geopotential number by the normal gravity value computed on the
 CK2743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2743.degrees latitude (g = 980.6199 gals.).
 CK2743
 CK2743.The modeled gravity was interpolated from observed gravity values.
 CK2743
 CK2743;                    North         East    Units  Estimated Accuracy
 CK2743;SPC SC       -    96,740.      701,950.      MT  (+/- 180 meters Scaled)
 CK2743
 CK2743                          SUPERSEDED SURVEY CONTROL
 CK2743
 CK2743  NGVD 29 (03/21/89)    6.458  (m)           21.19   (f) ADJUSTED    1 2
 CK2743
 CK2743.Superseded values are not recommended for survey control.
 CK2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2743.See file dsdata.txt to determine how the superseded data were derived.
 CK2743
 CK2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS923186(NAD 83)
 CK2743_MARKER: DB = BENCH MARK DISK
 CK2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2743_SP_SET: CONCRETE POST
 CK2743_STAMPING: VERT 10 108 1983
 CK2743_MARK LOGO: SCGS  
 CK2743_PROJECTION: RECESSED 7 CENTIMETERS
 CK2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2743+STABILITY: SURFACE MOTION
 CK2743
 CK2743  HISTORY     - Date     Condition        Report By
 CK2743  HISTORY     - 1983     MONUMENTED       SCGS
 CK2743  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2743  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2743
 CK2743                          STATION DESCRIPTION
 CK2743
 CK2743'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2743'11.9 KM (7.4 MI) SW FROM SAINT ANDREWS.
 CK2743'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2743'ISLAND POST OFFICE, THENCE 5.2 KILOMETERS (3.25 MILES) SOUTH ALONG
 CK2743'COUNTY ROAD S-10-54, SET IN FRONT OF THE CLASSROOM PORTION OF THE
 CK2743'WESLEY UNITED METHODIST CHURCH, 23.9 METERS (78.8 FEET) WEST OF THE
 CK2743'CENTERLINE OF COUNTY ROAD S-10-54, 22.9 METERS (75.0 FEET)
 CK2743'WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX, 3.7 METERS (12.3 FEET)
 CK2743'SOUTHWEST OF THE SOUTHEAST CORNER OF THE MAIN BODY OF THE CHURCH,
 CK2743'5.8 METERS (19.6 FEET) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 CK2743'CLASSROOM PORTION.
 CK2743'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-54.
 CK2743
 CK2743                          STATION RECOVERY (2001)
 CK2743
 CK2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2743'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2743
 CK2743                          STATION RECOVERY (2001)
 CK2743
 CK2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2743'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2757 ***********************************************************************
 CK2757  DESIGNATION -  10 109
 CK2757  PID         -  CK2757
 CK2757  STATE/COUNTY-  SC/CHARLESTON
 CK2757  USGS QUAD   -  LEGAREVILLE (1971)
 CK2757
 CK2757                         *CURRENT SURVEY CONTROL
 CK2757  ___________________________________________________________________
 CK2757* NAD 83(1986)-  32 41 16.     (N)    080 01 10.     (W)     SCALED    
 CK2757* NAVD 88     -         4.225  (meters)      13.86   (feet)  ADJUSTED  
 CK2757  ___________________________________________________________________
 CK2757  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CK2757  DYNAMIC HT  -           4.220 (meters)      13.85  (feet)  COMP
 CK2757  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 CK2757
 CK2757  VERT ORDER  -  FIRST     CLASS II
 CK2757
 CK2757.The horizontal coordinates were scaled from a topographic map and have
 CK2757.an estimated accuracy of +/- 6 seconds.
 CK2757
 CK2757.The orthometric height was determined by differential leveling
 CK2757.and adjusted by the National Geodetic Survey in June 1991..
 CK2757
 CK2757.The geoid height was determined by GEOID03.
 CK2757
 CK2757.The dynamic height is computed by dividing the NAVD 88
 CK2757.geopotential number by the normal gravity value computed on the
 CK2757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2757.degrees latitude (g = 980.6199 gals.).
 CK2757
 CK2757.The modeled gravity was interpolated from observed gravity values.
 CK2757
 CK2757;                    North         East    Units  Estimated Accuracy
 CK2757;SPC SC       -    95,200.      701,550.      MT  (+/- 180 meters Scaled)
 CK2757
 CK2757                          SUPERSEDED SURVEY CONTROL
 CK2757
 CK2757  NGVD 29 (03/21/89)    4.523  (m)           14.84   (f) ADJUSTED    1 2
 CK2757
 CK2757.Superseded values are not recommended for survey control.
 CK2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2757.See file dsdata.txt to determine how the superseded data were derived.
 CK2757
 CK2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS919171(NAD 83)
 CK2757_MARKER: DB = BENCH MARK DISK
 CK2757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2757_SP_SET: CONCRETE POST
 CK2757_STAMPING: VERT 10 109 1983
 CK2757_MARK LOGO: SCGS  
 CK2757_PROJECTION: RECESSED 7 CENTIMETERS
 CK2757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2757+STABILITY: SURFACE MOTION
 CK2757
 CK2757  HISTORY     - Date     Condition        Report By
 CK2757  HISTORY     - 1983     MONUMENTED       SCGS
 CK2757  HISTORY     - 20010331 GOOD             NGS
 CK2757  HISTORY     - 20011210 GOOD             NGS
 CK2757
 CK2757                          STATION DESCRIPTION
 CK2757
 CK2757'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2757'13.5 KM (8.4 MI) SW FROM SAINT ANDREWS.
 CK2757'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2757'ISLAND POST OFFICE, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTH ALONG
 CK2757'COUNTY ROAD S-10-54, SET NEAR A LARGE OAK TREE WITH MANY BRANCHES, IN
 CK2757'THE FRONT YARD OF A ONE-STORY WOOD HOUSE, 50.9 METERS (167.0 FEET)
 CK2757'NORTH-NORTHEAST OF A FIRE HYDRANT, 20.1 METERS (66.0 FEET) SOUTHEAST
 CK2757'OF THE SOUTHEAST CORNER OF THE HOUSE, 9.7 METERS (32.0 FEET) NORTHWEST
 CK2757'OF THE CENTERLINE OF COUNTY ROAD S-10-54, 3.3 METERS (11.0 FEET) SOUTH
 CK2757'OF THE LARGE OAK TREE.
 CK2757'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-54.
 CK2757
 CK2757                          STATION RECOVERY (2001)
 CK2757
 CK2757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2757'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2757
 CK2757                          STATION RECOVERY (2001)
 CK2757
 CK2757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2757'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2758 ***********************************************************************
 CK2758  DESIGNATION -  10 110
 CK2758  PID         -  CK2758
 CK2758  STATE/COUNTY-  SC/CHARLESTON
 CK2758  USGS QUAD   -  LEGAREVILLE (1971)
 CK2758
 CK2758                         *CURRENT SURVEY CONTROL
 CK2758  ___________________________________________________________________
 CK2758* NAD 83(1986)-  32 40 45.     (N)    080 01 56.     (W)     SCALED    
 CK2758* NAVD 88     -         3.930  (meters)      12.89   (feet)  ADJUSTED  
 CK2758  ___________________________________________________________________
 CK2758  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 CK2758  DYNAMIC HT  -           3.925 (meters)      12.88  (feet)  COMP
 CK2758  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 CK2758
 CK2758  VERT ORDER  -  FIRST     CLASS II
 CK2758
 CK2758.The horizontal coordinates were scaled from a topographic map and have
 CK2758.an estimated accuracy of +/- 6 seconds.
 CK2758
 CK2758.The orthometric height was determined by differential leveling
 CK2758.and adjusted by the National Geodetic Survey in June 1991..
 CK2758
 CK2758.The geoid height was determined by GEOID03.
 CK2758
 CK2758.The dynamic height is computed by dividing the NAVD 88
 CK2758.geopotential number by the normal gravity value computed on the
 CK2758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2758.degrees latitude (g = 980.6199 gals.).
 CK2758
 CK2758.The modeled gravity was interpolated from observed gravity values.
 CK2758
 CK2758;                    North         East    Units  Estimated Accuracy
 CK2758;SPC SC       -    94,230.      700,360.      MT  (+/- 180 meters Scaled)
 CK2758
 CK2758                          SUPERSEDED SURVEY CONTROL
 CK2758
 CK2758  NGVD 29 (03/21/89)    4.228  (m)           13.87   (f) ADJUSTED    1 2
 CK2758
 CK2758.Superseded values are not recommended for survey control.
 CK2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2758.See file dsdata.txt to determine how the superseded data were derived.
 CK2758
 CK2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS907161(NAD 83)
 CK2758_MARKER: DB = BENCH MARK DISK
 CK2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2758_SP_SET: CONCRETE POST
 CK2758_STAMPING: VERT 10 110 1983
 CK2758_MARK LOGO: SCGS  
 CK2758_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2758+STABILITY: SURFACE MOTION
 CK2758
 CK2758  HISTORY     - Date     Condition        Report By
 CK2758  HISTORY     - 1983     MONUMENTED       SCGS
 CK2758  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2758  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2758
 CK2758                          STATION DESCRIPTION
 CK2758
 CK2758'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2758'15.1 KM (9.4 MI) SW FROM SAINT ANDREWS.
 CK2758'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2758'ISLAND POST OFFICE, THENCE 8.45 KILOMETERS (5.25 MILES) SOUTH ALONG
 CK2758'COUNTY ROAD S-10-54, SET NEAR A BLAZED 70-INCH OAK TREE, 11.9 METERS
 CK2758'(39.3 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-54,
 CK2758'5.5 METERS (18.0 FEET) NORTH-NORTHEAST OF A BLAZED 60-INCH PINE TREE,
 CK2758'2.9 METERS  (9.7 FEET) SOUTH OF THE BLAZED 70-INCH OAK TREE.
 CK2758'THE MARK IS 0.6 METERS  NNW FROM A WITNESS POST.
 CK2758'THE MARK IS 0.6 M ABOVE COUNTY ROAD S-10-54.
 CK2758
 CK2758                          STATION RECOVERY (2001)
 CK2758
 CK2758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2758
 CK2758                          STATION RECOVERY (2001)
 CK2758
 CK2758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2767 ***********************************************************************
 CK2767  DESIGNATION -  10 111
 CK2767  PID         -  CK2767
 CK2767  STATE/COUNTY-  SC/CHARLESTON
 CK2767  USGS QUAD   -  LEGAREVILLE (1971)
 CK2767
 CK2767                         *CURRENT SURVEY CONTROL
 CK2767  ___________________________________________________________________
 CK2767* NAD 83(1986)-  32 40 32.     (N)    080 02 52.     (W)     SCALED    
 CK2767* NAVD 88     -         4.371  (meters)      14.34   (feet)  ADJUSTED  
 CK2767  ___________________________________________________________________
 CK2767  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 CK2767  DYNAMIC HT  -           4.366 (meters)      14.32  (feet)  COMP
 CK2767  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 CK2767
 CK2767  VERT ORDER  -  FIRST     CLASS II
 CK2767
 CK2767.The horizontal coordinates were scaled from a topographic map and have
 CK2767.an estimated accuracy of +/- 6 seconds.
 CK2767
 CK2767.The orthometric height was determined by differential leveling
 CK2767.and adjusted by the National Geodetic Survey in June 1991..
 CK2767
 CK2767.The geoid height was determined by GEOID03.
 CK2767
 CK2767.The dynamic height is computed by dividing the NAVD 88
 CK2767.geopotential number by the normal gravity value computed on the
 CK2767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2767.degrees latitude (g = 980.6199 gals.).
 CK2767
 CK2767.The modeled gravity was interpolated from observed gravity values.
 CK2767
 CK2767;                    North         East    Units  Estimated Accuracy
 CK2767;SPC SC       -    93,820.      698,910.      MT  (+/- 180 meters Scaled)
 CK2767
 CK2767                          SUPERSEDED SURVEY CONTROL
 CK2767
 CK2767  NGVD 29 (03/21/89)    4.669  (m)           15.32   (f) ADJUSTED    1 2
 CK2767
 CK2767.Superseded values are not recommended for survey control.
 CK2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2767.See file dsdata.txt to determine how the superseded data were derived.
 CK2767
 CK2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS892157(NAD 83)
 CK2767_MARKER: DB = BENCH MARK DISK
 CK2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2767_SP_SET: CONCRETE POST
 CK2767_STAMPING: VERT 10 111 1983
 CK2767_MARK LOGO: SCGS  
 CK2767_PROJECTION: FLUSH
 CK2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2767+STABILITY: SURFACE MOTION
 CK2767
 CK2767  HISTORY     - Date     Condition        Report By
 CK2767  HISTORY     - 1983     MONUMENTED       SCGS
 CK2767  HISTORY     - 20010331 GOOD             NGS
 CK2767  HISTORY     - 20011210 GOOD             NGS
 CK2767
 CK2767                          STATION DESCRIPTION
 CK2767
 CK2767'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2767'16.6 KM (10.3 MI) SW FROM SAINT ANDREWS.
 CK2767'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2767'ISLAND POST OFFICE, THENCE 10.0 KILOMETERS (6.2 MILES) SOUTH ALONG
 CK2767'COUNTY ROAD S-10-54, SET NEAR A TELEPHONE JUNCTION BOX AT THE
 CK2767'INTERSECTION OF COUNTY ROAD S-10-2148, 13.5 METERS (44.6 FEET) WEST OF
 CK2767'A LONE 80-INCH PINE TREE, 32.5 METERS (106.9 FEET) NORTH-NORTHWEST OF
 CK2767'A POWER POLE, 8.8 METERS (29.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE
 CK2767'OF COUNTY ROAD S-10-54, 8.3 METERS (27.3 FEET) WEST-SOUTHWEST OF THE
 CK2767'EXTENDED CENTERLINE OF COUNTY ROAD S-10-2148, 1.8 METERS (6.0 FEET)
 CK2767'WEST-SOUTHWEST OF THE TELEPHONE JUNCTION BOX.
 CK2767'THE MARK IS 0.60 METERS  NNW FROM A WITNESS POST.
 CK2767'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-54.
 CK2767
 CK2767                          STATION RECOVERY (2001)
 CK2767
 CK2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2767'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2767
 CK2767                          STATION RECOVERY (2001)
 CK2767
 CK2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2767'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2807 ***********************************************************************
 CK2807  DESIGNATION -  10 112
 CK2807  PID         -  CK2807
 CK2807  STATE/COUNTY-  SC/CHARLESTON
 CK2807  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2807
 CK2807                         *CURRENT SURVEY CONTROL
 CK2807  ___________________________________________________________________
 CK2807* NAD 83(1986)-  32 49 19.     (N)    080 01 21.     (W)     SCALED    
 CK2807* NAVD 88     -         3.567  (meters)      11.70   (feet)  ADJUSTED  
 CK2807  ___________________________________________________________________
 CK2807  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CK2807  DYNAMIC HT  -           3.564 (meters)      11.69  (feet)  COMP
 CK2807  MODELED GRAV-     979,543.1   (mgal)                       NAVD 88
 CK2807
 CK2807  VERT ORDER  -  FIRST     CLASS II
 CK2807
 CK2807.The horizontal coordinates were scaled from a topographic map and have
 CK2807.an estimated accuracy of +/- 6 seconds.
 CK2807
 CK2807.The orthometric height was determined by differential leveling
 CK2807.and adjusted by the National Geodetic Survey in June 1991..
 CK2807
 CK2807.The geoid height was determined by GEOID03.
 CK2807
 CK2807.The dynamic height is computed by dividing the NAVD 88
 CK2807.geopotential number by the normal gravity value computed on the
 CK2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2807.degrees latitude (g = 980.6199 gals.).
 CK2807
 CK2807.The modeled gravity was interpolated from observed gravity values.
 CK2807
 CK2807;                    North         East    Units  Estimated Accuracy
 CK2807;SPC SC       -   110,070.      701,120.      MT  (+/- 180 meters Scaled)
 CK2807
 CK2807                          SUPERSEDED SURVEY CONTROL
 CK2807
 CK2807  NGVD 29 (03/21/89)    3.864  (m)           12.68   (f) ADJUSTED    1 2
 CK2807
 CK2807.Superseded values are not recommended for survey control.
 CK2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2807.See file dsdata.txt to determine how the superseded data were derived.
 CK2807
 CK2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS914319(NAD 83)
 CK2807_MARKER: DB = BENCH MARK DISK
 CK2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2807_SP_SET: CONCRETE POST
 CK2807_STAMPING: VERT 10 112 1983
 CK2807_MARK LOGO: SCGS  
 CK2807_PROJECTION: RECESSED 7 CENTIMETERS
 CK2807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2807
 CK2807  HISTORY     - Date     Condition        Report By
 CK2807  HISTORY     - 1983     MONUMENTED       SCGS
 CK2807
 CK2807                          STATION DESCRIPTION
 CK2807
 CK2807'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2807'3.7 KM (2.3 MI) NNW FROM SAINT ANDREWS.
 CK2807'2.1 KILOMETERS (1.3 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2807'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, THENCE 1.1 KILOMETERS
 CK2807'(0.7 MILE) NORTHEAST ALONG ASHLEY HALL ROAD, SET ON THE EAST SIDE OF
 CK2807'THE ENTRANCE ROAD TO ASHLEY HARBOR, 23.6 METERS (77.5 FEET)
 CK2807'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF ASHLEY HALL ROAD,
 CK2807'12.3 METERS (40.7 FEET) NORTH-NORTHEAST OF THE SOUTH END OF THE ASHLEY
 CK2807'HARBOR SIGN, 16.6 METERS (54.9 FEET) EAST-SOUTHEAST OF THE SOUTHEAST
 CK2807'CORNER OF A GUARD HOUSE, 4.9 METERS (16.0 FEET) EAST-NORTHEAST OF THE
 CK2807'APPROXIMATE CENTER OF THE ENTRANCE ROAD, 3.2 METERS (10.5 FEET)
 CK2807'SOUTH-SOUTHWEST OF A SIX-FOOT HIGH BRICK WALL.
 CK2807'THE MARK IS 0.30 M BELOW ASHLEY HALL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2759 ***********************************************************************
 CK2759  DESIGNATION -  10 113
 CK2759  PID         -  CK2759
 CK2759  STATE/COUNTY-  SC/CHARLESTON
 CK2759  USGS QUAD   -  LEGAREVILLE (1971)
 CK2759
 CK2759                         *CURRENT SURVEY CONTROL
 CK2759  ___________________________________________________________________
 CK2759* NAD 83(1986)-  32 40 43.     (N)    080 01 17.     (W)     SCALED    
 CK2759* NAVD 88     -         3.932  (meters)      12.90   (feet)  ADJUSTED  
 CK2759  ___________________________________________________________________
 CK2759  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CK2759  DYNAMIC HT  -           3.928 (meters)      12.89  (feet)  COMP
 CK2759  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 CK2759
 CK2759  VERT ORDER  -  FIRST     CLASS II
 CK2759
 CK2759.The horizontal coordinates were scaled from a topographic map and have
 CK2759.an estimated accuracy of +/- 6 seconds.
 CK2759
 CK2759.The orthometric height was determined by differential leveling
 CK2759.and adjusted by the National Geodetic Survey in June 1991..
 CK2759
 CK2759.The geoid height was determined by GEOID03.
 CK2759
 CK2759.The dynamic height is computed by dividing the NAVD 88
 CK2759.geopotential number by the normal gravity value computed on the
 CK2759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2759.degrees latitude (g = 980.6199 gals.).
 CK2759
 CK2759.The modeled gravity was interpolated from observed gravity values.
 CK2759
 CK2759;                    North         East    Units  Estimated Accuracy
 CK2759;SPC SC       -    94,180.      701,380.      MT  (+/- 180 meters Scaled)
 CK2759
 CK2759                          SUPERSEDED SURVEY CONTROL
 CK2759
 CK2759  NGVD 29 (03/21/89)    4.230  (m)           13.88   (f) ADJUSTED    1 2
 CK2759
 CK2759.Superseded values are not recommended for survey control.
 CK2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2759.See file dsdata.txt to determine how the superseded data were derived.
 CK2759
 CK2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS917160(NAD 83)
 CK2759_MARKER: DB = BENCH MARK DISK
 CK2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2759_SP_SET: CONCRETE POST
 CK2759_STAMPING: VERT 10 113 1983
 CK2759_MARK LOGO: SCGS  
 CK2759_PROJECTION: RECESSED 7 CENTIMETERS
 CK2759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2759+STABILITY: SURFACE MOTION
 CK2759
 CK2759  HISTORY     - Date     Condition        Report By
 CK2759  HISTORY     - 1983     MONUMENTED       SCGS
 CK2759  HISTORY     - 20010331 GOOD             NGS
 CK2759  HISTORY     - 20011210 GOOD             NGS
 CK2759
 CK2759                          STATION DESCRIPTION
 CK2759
 CK2759'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2759'15.8 KM (9.8 MI) SW FROM SAINT ANDREWS.
 CK2759'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2759'ISLAND POST OFFICE, THENCE 8.2 KILOMETERS (5.1 MILES) SOUTH ALONG
 CK2759'COUNTY ROAD S-10-54, THENCE 1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG A
 CK2759'SAND ROAD, SET ON THE SOUTH SIDE OF THE ROAD IN THE CORNER OF A WIRE
 CK2759'FENCE AT A METAL GATE AND NEAR A TELEPHONE JUNCTION BOX, 18.0 METERS
 CK2759'(59.0 FEET) WEST-SOUTHWEST OF A 24-INCH BLAZED OAK TREE, 4.0 METERS
 CK2759'(13.4 FEET) SOUTH OF THE APPROXIMATE CENTER OF A SAND ROAD,
 CK2759'30.6 METERS (100.7 FEET) NORTH OF A LONE 90-INCH OAK TREE, 1.6 METERS
 CK2759'(5.7 FEET) NORTH-NORTHWEST OF THE TELEPHONE JUNCTION BOX AND A WIRE
 CK2759'FENCE.
 CK2759'THE MARK IS 1.80 METERS  NW FROM A WITNESS POST.
 CK2759'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2759
 CK2759                          STATION RECOVERY (2001)
 CK2759
 CK2759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2759'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2759
 CK2759                          STATION RECOVERY (2001)
 CK2759
 CK2759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2759'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2768 ***********************************************************************
 CK2768  DESIGNATION -  10 114
 CK2768  PID         -  CK2768
 CK2768  STATE/COUNTY-  SC/CHARLESTON
 CK2768  USGS QUAD   -  LEGAREVILLE (1971)
 CK2768
 CK2768                         *CURRENT SURVEY CONTROL
 CK2768  ___________________________________________________________________
 CK2768* NAD 83(1986)-  32 40 51.     (N)    080 03 32.     (W)     SCALED    
 CK2768* NAVD 88     -         4.930  (meters)      16.17   (feet)  ADJUSTED  
 CK2768  ___________________________________________________________________
 CK2768  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 CK2768  DYNAMIC HT  -           4.924 (meters)      16.15  (feet)  COMP
 CK2768  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CK2768
 CK2768  VERT ORDER  -  FIRST     CLASS II
 CK2768
 CK2768.The horizontal coordinates were scaled from a topographic map and have
 CK2768.an estimated accuracy of +/- 6 seconds.
 CK2768
 CK2768.The orthometric height was determined by differential leveling
 CK2768.and adjusted by the National Geodetic Survey in June 1991..
 CK2768
 CK2768.The geoid height was determined by GEOID03.
 CK2768
 CK2768.The dynamic height is computed by dividing the NAVD 88
 CK2768.geopotential number by the normal gravity value computed on the
 CK2768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2768.degrees latitude (g = 980.6199 gals.).
 CK2768
 CK2768.The modeled gravity was interpolated from observed gravity values.
 CK2768
 CK2768;                    North         East    Units  Estimated Accuracy
 CK2768;SPC SC       -    94,390.      697,860.      MT  (+/- 180 meters Scaled)
 CK2768
 CK2768                          SUPERSEDED SURVEY CONTROL
 CK2768
 CK2768  NGVD 29 (03/21/89)    5.228  (m)           17.15   (f) ADJUSTED    1 2
 CK2768
 CK2768.Superseded values are not recommended for survey control.
 CK2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2768.See file dsdata.txt to determine how the superseded data were derived.
 CK2768
 CK2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS882162(NAD 83)
 CK2768_MARKER: DB = BENCH MARK DISK
 CK2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2768_SP_SET: CONCRETE POST
 CK2768_STAMPING: VERT 10 114 1983
 CK2768_MARK LOGO: SCGS  
 CK2768_PROJECTION: FLUSH
 CK2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2768+STABILITY: SURFACE MOTION
 CK2768
 CK2768  HISTORY     - Date     Condition        Report By
 CK2768  HISTORY     - 1983     MONUMENTED       SCGS
 CK2768  HISTORY     - 20010331 GOOD             NGS
 CK2768  HISTORY     - 20011210 GOOD             NGS
 CK2768
 CK2768                          STATION DESCRIPTION
 CK2768
 CK2768'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2768'16.4 KM (10.2 MI) SW FROM SAINT ANDREWS.
 CK2768'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2768'ISLAND POST OFFICE, THENCE 10.4 KILOMETERS (6.45 MILES) SOUTH ALONG
 CK2768'COUNTY ROAD S-10-54, THENCE 0.9 KILOMETER (0.55 MILE) NORTHWEST ALONG
 CK2768'COUNTY ROAD S-10-633, SET AT THE END OF A WOODEN FENCE, 41.3 METERS
 CK2768'(135.9 FEET) NORTHWEST OF THE CORNER OF A WOODEN FENCE AND A FOUR-FOOT
 CK2768'HIGH BRICK WALL WITH A STEEL GATE ATTACHED, 23.6 METERS (77.5 FEET)
 CK2768'NORTH-NORTHEAST OF A POWER POLE, 13.2 METERS (43.3 FEET) NORTHEAST OF
 CK2768'THE CENTERLINE OF COUNTY ROAD S-10-633, 4.0 METERS (13.5 FEET)
 CK2768'EAST-SOUTHEAST OF A 48-INCH BLAZED OAK TREE, 0.9 METER (3.0 FEET)
 CK2768'WEST-NORTHWEST OF THE END OF THE WOODEN FENCE.
 CK2768'THE MARK IS 0.70 METERS  WNW FROM A WITNESS POST.
 CK2768'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-633.
 CK2768
 CK2768                          STATION RECOVERY (2001)
 CK2768
 CK2768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2768'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2768
 CK2768                          STATION RECOVERY (2001)
 CK2768
 CK2768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2768'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2769 ***********************************************************************
 CK2769  DESIGNATION -  10 115
 CK2769  PID         -  CK2769
 CK2769  STATE/COUNTY-  SC/CHARLESTON
 CK2769  USGS QUAD   -  LEGAREVILLE (1971)
 CK2769
 CK2769                         *CURRENT SURVEY CONTROL
 CK2769  ___________________________________________________________________
 CK2769* NAD 83(1986)-  32 41 14.     (N)    080 04 15.     (W)     SCALED    
 CK2769* NAVD 88     -         6.174  (meters)      20.26   (feet)  ADJUSTED  
 CK2769  ___________________________________________________________________
 CK2769  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CK2769  DYNAMIC HT  -           6.167 (meters)      20.23  (feet)  COMP
 CK2769  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 CK2769
 CK2769  VERT ORDER  -  FIRST     CLASS II
 CK2769
 CK2769.The horizontal coordinates were scaled from a topographic map and have
 CK2769.an estimated accuracy of +/- 6 seconds.
 CK2769
 CK2769.The orthometric height was determined by differential leveling
 CK2769.and adjusted by the National Geodetic Survey in June 1991..
 CK2769
 CK2769.The geoid height was determined by GEOID03.
 CK2769
 CK2769.The dynamic height is computed by dividing the NAVD 88
 CK2769.geopotential number by the normal gravity value computed on the
 CK2769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2769.degrees latitude (g = 980.6199 gals.).
 CK2769
 CK2769.The modeled gravity was interpolated from observed gravity values.
 CK2769
 CK2769;                    North         East    Units  Estimated Accuracy
 CK2769;SPC SC       -    95,090.      696,730.      MT  (+/- 180 meters Scaled)
 CK2769
 CK2769                          SUPERSEDED SURVEY CONTROL
 CK2769
 CK2769  NGVD 29 (03/21/89)    6.472  (m)           21.23   (f) ADJUSTED    1 2
 CK2769
 CK2769.Superseded values are not recommended for survey control.
 CK2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2769.See file dsdata.txt to determine how the superseded data were derived.
 CK2769
 CK2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS871169(NAD 83)
 CK2769_MARKER: DB = BENCH MARK DISK
 CK2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2769_SP_SET: CONCRETE POST
 CK2769_STAMPING: VERT 10 115 1983
 CK2769_MARK LOGO: SCGS  
 CK2769_PROJECTION: RECESSED 7 CENTIMETERS
 CK2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2769+STABILITY: SURFACE MOTION
 CK2769
 CK2769  HISTORY     - Date     Condition        Report By
 CK2769  HISTORY     - 1983     MONUMENTED       SCGS
 CK2769  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2769  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2769
 CK2769                          STATION DESCRIPTION
 CK2769
 CK2769'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2769'15.8 KM (9.8 MI) SW FROM SAINT ANDREWS.
 CK2769'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2769'ISLAND POST OFFICE, THENCE 10.4 KILOMETERS (6.45 MILES) SOUTH ALONG
 CK2769'COUNTY ROAD S-10-54, THENCE 2.3 KILOMETERS (1.45 MILES) NORTHWEST
 CK2769'ALONG COUNTY ROAD S-10-633, SET NEAR TWO POWER POLES AT THE HUMBERT
 CK2769'RESIDENCE, 24.7 METERS (81.0 FEET) SOUTH-SOUTHWEST OF THE SOUTH CORNER
 CK2769'OF THE HUMBERTS HOUSE (SMALL ONE-STORY WOOD HOUSE), 15.6 METERS (51.4
 CK2769'FEET) NORTHWEST OF A TELEPHONE JUNCTION BOX, 9.1 METERS (30.0 FEET)
 CK2769'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-633, 6.1 METERS
 CK2769'(20.0 FEET) WEST OF A LONE 24-INCH DOUBLE OAK TREE, 0.9 METER (3.0
 CK2769'FEET) EAST-NORTHEAST OF THE TWO POWER POLES.
 CK2769'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-633.
 CK2769
 CK2769                          STATION RECOVERY (2001)
 CK2769
 CK2769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2769'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2769
 CK2769                          STATION RECOVERY (2001)
 CK2769
 CK2769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2769'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0383 ***********************************************************************
 CJ0383  DESIGNATION -  10 116
 CJ0383  PID         -  CJ0383
 CJ0383  STATE/COUNTY-  SC/CHARLESTON
 CJ0383  USGS QUAD   -  CHARLESTON (1983)
 CJ0383
 CJ0383                         *CURRENT SURVEY CONTROL
 CJ0383  ___________________________________________________________________
 CJ0383* NAD 83(1986)-  32 45 17.     (N)    079 58 17.     (W)     SCALED    
 CJ0383* NAVD 88     -         4.085  (meters)      13.40   (feet)  ADJUSTED  
 CJ0383  ___________________________________________________________________
 CJ0383  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CJ0383  DYNAMIC HT  -           4.081 (meters)      13.39  (feet)  COMP
 CJ0383  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CJ0383
 CJ0383  VERT ORDER  -  FIRST     CLASS II
 CJ0383
 CJ0383.The horizontal coordinates were scaled from a topographic map and have
 CJ0383.an estimated accuracy of +/- 6 seconds.
 CJ0383
 CJ0383.The orthometric height was determined by differential leveling
 CJ0383.and adjusted by the National Geodetic Survey in June 1991..
 CJ0383
 CJ0383.The geoid height was determined by GEOID03.
 CJ0383
 CJ0383.The dynamic height is computed by dividing the NAVD 88
 CJ0383.geopotential number by the normal gravity value computed on the
 CJ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0383.degrees latitude (g = 980.6199 gals.).
 CJ0383
 CJ0383.The modeled gravity was interpolated from observed gravity values.
 CJ0383
 CJ0383;                    North         East    Units  Estimated Accuracy
 CJ0383;SPC SC       -   102,660.      705,980.      MT  (+/- 180 meters Scaled)
 CJ0383
 CJ0383                          SUPERSEDED SURVEY CONTROL
 CJ0383
 CJ0383  NGVD 29 (05/09/91)    4.388  (m)           14.40   (f) ADJUSTED    1 2
 CJ0383
 CJ0383.Superseded values are not recommended for survey control.
 CJ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0383.See file dsdata.txt to determine how the superseded data were derived.
 CJ0383
 CJ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS963245(NAD 83)
 CJ0383_MARKER: DD = SURVEY DISK
 CJ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0383_SP_SET: CONCRETE POST
 CJ0383_STAMPING: VERT 10 116 1983
 CJ0383_MARK LOGO: SCGS  
 CJ0383_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0383_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0383+STABILITY: SURFACE MOTION
 CJ0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0383+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0383
 CJ0383  HISTORY     - Date     Condition        Report By
 CJ0383  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0383  HISTORY     - 19900518 GOOD             NGS
 CJ0383  HISTORY     - 19961014 GOOD             SCGS
 CJ0383
 CJ0383                          STATION DESCRIPTION
 CJ0383
 CJ0383'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0383'2.4 KM (1.5 MI) NORTH FROM CENTERVILLE.
 CJ0383'1.05 KILOMETER (0.65 MILE) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0383'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, SET IN
 CJ0383'THE NORTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD
 CJ0383'S-10-1028, 35.2 METERS (115.5 FEET) EAST OF THE CENTER LINE
 CJ0383'OF THE NORTHBOUND LANE OF STATE HIGHWAY 171, 30.2 METERS
 CJ0383'(99.0 FEET) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 CJ0383'FIRST CITIZENS BANK, 22.7 METERS (74.6 FEET) EAST NORTHEAST
 CJ0383'OF A POWER POLE THAT IS HOLDING THE TRAFFIC LIGHT UP, 12.2
 CJ0383'METERS (40.0 FEET) NORTH NORTHWEST OF THE CENTER LINE OF
 CJ0383'COUNTY ROAD S-10-1028.
 CJ0383'THE MARK IS 0.90 M ABOVE COUNTY ROAD S-10-1028.
 CJ0383
 CJ0383                          STATION RECOVERY (1990)
 CJ0383
 CJ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0383'RECOVERED IN GOOD CONDITION.
 CJ0383
 CJ0383                          STATION RECOVERY (1996)
 CJ0383
 CJ0383'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CJ0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0384 ***********************************************************************
 CJ0384  DESIGNATION -  10 117
 CJ0384  PID         -  CJ0384
 CJ0384  STATE/COUNTY-  SC/CHARLESTON
 CJ0384  USGS QUAD   -  CHARLESTON (1983)
 CJ0384
 CJ0384                         *CURRENT SURVEY CONTROL
 CJ0384  ___________________________________________________________________
 CJ0384* NAD 83(1986)-  32 45 22.     (N)    079 57 24.     (W)     SCALED    
 CJ0384* NAVD 88     -         1.665  (meters)       5.46   (feet)  ADJUSTED  
 CJ0384  ___________________________________________________________________
 CJ0384  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 CJ0384  DYNAMIC HT  -           1.663 (meters)       5.46  (feet)  COMP
 CJ0384  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CJ0384
 CJ0384  VERT ORDER  -  FIRST     CLASS II
 CJ0384
 CJ0384.The horizontal coordinates were scaled from a topographic map and have
 CJ0384.an estimated accuracy of +/- 6 seconds.
 CJ0384
 CJ0384.The orthometric height was determined by differential leveling
 CJ0384.and adjusted by the National Geodetic Survey in June 1991..
 CJ0384
 CJ0384.The geoid height was determined by GEOID03.
 CJ0384
 CJ0384.The dynamic height is computed by dividing the NAVD 88
 CJ0384.geopotential number by the normal gravity value computed on the
 CJ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0384.degrees latitude (g = 980.6199 gals.).
 CJ0384
 CJ0384.The modeled gravity was interpolated from observed gravity values.
 CJ0384
 CJ0384;                    North         East    Units  Estimated Accuracy
 CJ0384;SPC SC       -   102,830.      707,360.      MT  (+/- 180 meters Scaled)
 CJ0384
 CJ0384                          SUPERSEDED SURVEY CONTROL
 CJ0384
 CJ0384  NGVD 29 (03/21/89)    1.967  (m)            6.45   (f) ADJUSTED    1 2
 CJ0384
 CJ0384.Superseded values are not recommended for survey control.
 CJ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0384.See file dsdata.txt to determine how the superseded data were derived.
 CJ0384
 CJ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS977247(NAD 83)
 CJ0384_MARKER: DB = BENCH MARK DISK
 CJ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0384_SP_SET: CONCRETE POST
 CJ0384_STAMPING: VERT 10 117 1983
 CJ0384_MARK LOGO: SCGS  
 CJ0384_PROJECTION: FLUSH
 CJ0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0384
 CJ0384  HISTORY     - Date     Condition        Report By
 CJ0384  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0384  HISTORY     - 19900212 GOOD             SCGS
 CJ0384
 CJ0384                          STATION DESCRIPTION
 CJ0384
 CJ0384'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0384'2.7 KM (1.7 MI) NE FROM CENTERVILLE.
 CJ0384'1.05 KILOMETERS (0.65 MILE) SOUTH ALONG STATE HIGHWAY 171
 CJ0384'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0384'THENCE 1.5 KILOMETERS (0.95 MILE) SOUTHEAST ALONG COUNTY
 CJ0384'ROAD S-10-1028, SET NEAR A CHAIN LINK FENCE IN FRONT OF THE
 CJ0384'JAMES ISLAND P.S.D. PUMP STATION NUMBER ONE, 8.5 METERS
 CJ0384'(28.2 FEET) EAST SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 CJ0384'CHAIN LINK FENCE THAT SURROUNDS THE PUMP STATION, 11.0 METERS
 CJ0384'(36.5 FEET) NORTH NORTHEAST OF THE CENTER LINE OF COUNTY
 CJ0384'ROAD S-10-1028, 12.0 METERS (39.5 FEET) NORTHWEST OF A POWER
 CJ0384'POLE NUMBER 252104, 10.4 METERS (34.0 FEET) WEST NORTHWEST
 CJ0384'OF THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE, 0.8 METER
 CJ0384'(2.4 FEET) SOUTH SOUTHWEST OF THE CHAIN LINK FENCE.
 CJ0384'THE MARK IS 1.60 METERS  SE FROM A WITNESS POST.
 CJ0384'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-1028.
 CJ0384
 CJ0384                          STATION RECOVERY (1990)
 CJ0384
 CJ0384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 CJ0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1445 ***********************************************************************
 CJ1445  DESIGNATION -  10 117 RESET
 CJ1445  PID         -  CJ1445
 CJ1445  STATE/COUNTY-  SC/CHARLESTON
 CJ1445  USGS QUAD   -  CHARLESTON (1983)
 CJ1445
 CJ1445                         *CURRENT SURVEY CONTROL
 CJ1445  ___________________________________________________________________
 CJ1445* NAD 83(1986)-  32 45 23.     (N)    079 57 28.     (W)     SCALED    
 CJ1445* NAVD 88     -         1.07   (meters)       3.5    (feet)  RESET     
 CJ1445  ___________________________________________________________________
 CJ1445  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 CJ1445
 CJ1445  VERT ORDER  -  THIRD
 CJ1445
 CJ1445.The horizontal coordinates were scaled from a topographic map and have
 CJ1445.an estimated accuracy of +/- 6 seconds.
 CJ1445
 CJ1445.The orthometric height was computed from unverified reset data.
 CJ1445.No vertical observational check was made to the station.
 CJ1445
 CJ1445.The geoid height was determined by GEOID03.
 CJ1445
 CJ1445;                    North         East    Units  Estimated Accuracy
 CJ1445;SPC SC       -   102,860.      707,260.      MT  (+/- 180 meters Scaled)
 CJ1445
 CJ1445                          SUPERSEDED SURVEY CONTROL
 CJ1445
 CJ1445  NGVD 29 (01/15/02)    1.37   (m)            4.5    (f) RESET       3  
 CJ1445
 CJ1445.Superseded values are not recommended for survey control.
 CJ1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1445.See file dsdata.txt to determine how the superseded data were derived.
 CJ1445
 CJ1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS976247(NAD 83)
 CJ1445_MARKER: DD = SURVEY DISK
 CJ1445_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ1445_SP_SET: OVERPASS ABUTMENT
 CJ1445_STAMPING: VERT 10 117 RESET 1990
 CJ1445_MARK LOGO: SCGS  
 CJ1445_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ1445+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1445
 CJ1445  HISTORY     - Date     Condition        Report By
 CJ1445  HISTORY     - 1990     MONUMENTED       SCGS
 CJ1445
 CJ1445                          STATION DESCRIPTION
 CJ1445
 CJ1445'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 CJ1445'STATION IS LOCATED ON JAMES ISLAND.  OWNERSHIP-SCDHPT, DIRECTOR OF
 CJ1445'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1445'803-737-1350.
 CJ1445'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 AND 700
 CJ1445'ON JAMES ISLAND, GO SOUTH ON HIGHWAY 171 FOR 0.6 MILE TO THE JUNCTION
 CJ1445'OF STATE ROAD 1028 (HARBOR VIEW ROAD), TURN LEFT ON ROAD 1028 FOR
 CJ1445'0.75 MILE TO THE STATION ON THE RIGHT IN THE NORTH CORNER OF A SQUARE
 CJ1445'BASE FOR A CONCRETE PIER FOR THE OVERPASS OF THE IN-BOUND TO
 CJ1445'CHARLESTON (JAMES ISLAND EXPRESSWAY).
 CJ1445'STATION IS A DRILL MARK IN BASE OF PIER, 3.0 FEET NORTH OF THE NORTH
 CJ1445'CORNER OF THE PIER, 5.7 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 CJ1445'BASE, 5.5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE BASE, 89.9 FEET
 CJ1445'SOUTH SOUTHWEST OF THE CENTER OF THE ROAD.
 CJ1445'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0385 ***********************************************************************
 CJ0385  DESIGNATION -  10 118
 CJ0385  PID         -  CJ0385
 CJ0385  STATE/COUNTY-  SC/CHARLESTON
 CJ0385  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0385
 CJ0385                         *CURRENT SURVEY CONTROL
 CJ0385  ___________________________________________________________________
 CJ0385* NAD 83(1986)-  32 44 50.     (N)    079 56 32.     (W)     SCALED    
 CJ0385* NAVD 88     -         2.146  (meters)       7.04   (feet)  ADJUSTED  
 CJ0385  ___________________________________________________________________
 CJ0385  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 CJ0385  DYNAMIC HT  -           2.144 (meters)       7.03  (feet)  COMP
 CJ0385  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 CJ0385
 CJ0385  VERT ORDER  -  FIRST     CLASS II
 CJ0385
 CJ0385.The horizontal coordinates were scaled from a topographic map and have
 CJ0385.an estimated accuracy of +/- 6 seconds.
 CJ0385
 CJ0385.The orthometric height was determined by differential leveling
 CJ0385.and adjusted by the National Geodetic Survey in June 1991..
 CJ0385
 CJ0385.The geoid height was determined by GEOID03.
 CJ0385
 CJ0385.The dynamic height is computed by dividing the NAVD 88
 CJ0385.geopotential number by the normal gravity value computed on the
 CJ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0385.degrees latitude (g = 980.6199 gals.).
 CJ0385
 CJ0385.The modeled gravity was interpolated from observed gravity values.
 CJ0385
 CJ0385;                    North         East    Units  Estimated Accuracy
 CJ0385;SPC SC       -   101,860.      708,720.      MT  (+/- 180 meters Scaled)
 CJ0385
 CJ0385                          SUPERSEDED SURVEY CONTROL
 CJ0385
 CJ0385  NGVD 29 (03/21/89)    2.448  (m)            8.03   (f) ADJUSTED    1 2
 CJ0385
 CJ0385.Superseded values are not recommended for survey control.
 CJ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0385.See file dsdata.txt to determine how the superseded data were derived.
 CJ0385
 CJ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990237(NAD 83)
 CJ0385_MARKER: DD = SURVEY DISK
 CJ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0385_SP_SET: CONCRETE POST
 CJ0385_STAMPING: VERT 10 118 1983
 CJ0385_MARK LOGO: SCGS  
 CJ0385_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0385+STABILITY: SURFACE MOTION
 CJ0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0385+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0385
 CJ0385  HISTORY     - Date     Condition        Report By
 CJ0385  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0385  HISTORY     - 19920817 GOOD             NGS
 CJ0385
 CJ0385                          STATION DESCRIPTION
 CJ0385
 CJ0385'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0385'2.9 KM (1.8 MI) NE FROM CENTERVILLE.
 CJ0385'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-1028.
 CJ0385'1.05 KILOMETER (0.65 MILE) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0385'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, THENCE
 CJ0385'2.95 KILOMETERS (1.85 MILES) SOUTHEAST ALONG COUNTY ROAD
 CJ0385'S-10-1028, SET NEAR A POWER POLE AT THE INTERSECTION OF COUNTY
 CJ0385'ROAD S-10-1486, 20.3 METERS (66.6 FEET) SOUTH SOUTHWEST OF THE
 CJ0385'SOUTH CORNER OF A TWO STORY HOUSE, 16.5 METERS (54.4 FEET)
 CJ0385'WEST SOUTHWEST OF THE WEST CORNER OF A ONE STORY BRICK HOUSE,
 CJ0385'13.1 METERS (43.0 FEET) NORTHWEST OF THE EXTENDED CENTER LINE
 CJ0385'OF COUNTY ROAD S-10-1486, 11.1 METERS (36.5 FEET) NORTHEAST
 CJ0385'OF THE CENTER LINE OF COUNTY ROAD S-10-1028, 1.5 METERS
 CJ0385'(5.0 FEET) EAST OF POWER POLE NUMBER C-54862.
 CJ0385
 CJ0385                          STATION RECOVERY (1992)
 CJ0385
 CJ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0385'1.0 KM (0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0385'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 2.9 M (9.5
 CJ0385'FT) EASTERLY ALONG HARBOR VIEW ROAD, 20.3 M (66.6 FT) SOUTH OF THE
 CJ0385'SOUTH CORNER OF A TWO STORY HOUSE, 16.5 M (54.1 FT) SOUTHWEST OF THE
 CJ0385'WEST CORNER OF A BRICK HOUSE, 13.1 M (43.0 FT) NORTHWEST OF THE
 CJ0385'EXTENDED CENTER OF JAMES AVENUE, 11.1 M (36.4 FT) NORTHEAST OF AND
 CJ0385'LEVEL WITH THE ROAD CENTERLINE, 1.5 M (4.9 FT) EAST-NORTHEAST OF
 CJ0385'UTILITY POLE NUMBER 0297372, AND THE MONUMENT IS FLUSH WITH THE
 CJ0385'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0391 ***********************************************************************
 CJ0391  DESIGNATION -  10 119
 CJ0391  PID         -  CJ0391
 CJ0391  STATE/COUNTY-  SC/CHARLESTON
 CJ0391  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0391
 CJ0391                         *CURRENT SURVEY CONTROL
 CJ0391  ___________________________________________________________________
 CJ0391* NAD 83(1986)-  32 44 31.     (N)    079 55 46.     (W)     SCALED    
 CJ0391* NAVD 88     -         3.607  (meters)      11.83   (feet)  ADJUSTED  
 CJ0391  ___________________________________________________________________
 CJ0391  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0391  DYNAMIC HT  -           3.603 (meters)      11.82  (feet)  COMP
 CJ0391  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 CJ0391
 CJ0391  VERT ORDER  -  FIRST     CLASS II
 CJ0391
 CJ0391.The horizontal coordinates were scaled from a topographic map and have
 CJ0391.an estimated accuracy of +/- 6 seconds.
 CJ0391
 CJ0391.The orthometric height was determined by differential leveling
 CJ0391.and adjusted by the National Geodetic Survey in June 1991..
 CJ0391
 CJ0391.The geoid height was determined by GEOID03.
 CJ0391
 CJ0391.The dynamic height is computed by dividing the NAVD 88
 CJ0391.geopotential number by the normal gravity value computed on the
 CJ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0391.degrees latitude (g = 980.6199 gals.).
 CJ0391
 CJ0391.The modeled gravity was interpolated from observed gravity values.
 CJ0391
 CJ0391;                    North         East    Units  Estimated Accuracy
 CJ0391;SPC SC       -   101,290.      709,930.      MT  (+/- 180 meters Scaled)
 CJ0391
 CJ0391                          SUPERSEDED SURVEY CONTROL
 CJ0391
 CJ0391  NGVD 29 (03/21/89)    3.908  (m)           12.82   (f) ADJUSTED    1 2
 CJ0391
 CJ0391.Superseded values are not recommended for survey control.
 CJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0391.See file dsdata.txt to determine how the superseded data were derived.
 CJ0391
 CJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS002231(NAD 83)
 CJ0391_MARKER: DD = SURVEY DISK
 CJ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0391_SP_SET: CONCRETE POST
 CJ0391_STAMPING: VERT 10 119 1983
 CJ0391_MARK LOGO: SCGS  
 CJ0391_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0391+STABILITY: SURFACE MOTION
 CJ0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0391+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0391
 CJ0391  HISTORY     - Date     Condition        Report By
 CJ0391  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0391  HISTORY     - 19920817 GOOD             NGS
 CJ0391
 CJ0391                          STATION DESCRIPTION
 CJ0391
 CJ0391'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0391'4.0 KM (2.5 MI) NE FROM CENTERVILLE.
 CJ0391'THE MARK IS 1.50 M ABOVE COUNTY ROAD S-10-1028.
 CJ0391'1.05 KILOMETER (0.65 MILE) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0391'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, THENCE
 CJ0391'4.75 KILOMETERS (2.95 MILES) SOUTHEAST ALONG COUNTY ROAD S-10-1028,
 CJ0391'SET NEAR THE NORTHWEST CORNER OF THE JAMES ISLAND FIRE STATION
 CJ0391'NUMBER TWO, 18.9 METERS (62.3 FEET) SOUTH SOUTHWEST OF THE CENTER
 CJ0391'LINE OF COUNTY ROAD S-10-1028, 18.9 METERS (62.0 FEET) EAST
 CJ0391'NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY BRICK HOUSE,
 CJ0391'21.9 METERS (72.0 FEET) WEST OF A POWER POLE NUMBER C-42240,
 CJ0391'1.8 METERS (6.0 FEET) WEST NORTHWEST OF THE NORTHWEST CORNER
 CJ0391'OF THE FIRE STATION.
 CJ0391
 CJ0391                          STATION RECOVERY (1992)
 CJ0391
 CJ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0391'1.0 KM (0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0391'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 4.6 M (15.1
 CJ0391'FT) EASTERLY ALONG HARBOR VIEW ROAD, 18.9 M (62.0 FT) SOUTH-SOUTHWEST
 CJ0391'OF THE ROAD CENTER, 10.7 M (35.1 FT) NORTH OF THE SOUTHWEST CORNER OF
 CJ0391'JAMES ISLAND FIRE STATION 2 AT 853 HARBOR VIEW ROAD, 5.7 M (18.7 FT)
 CJ0391'SOUTHEAST OF A FLAG POLE, 1.8 M (5.9 FT) NORTHWEST OF THE NORTHWEST
 CJ0391'CORNER OF THE FIRE STATION, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 CJ0391'ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0423 ***********************************************************************
 CJ0423  DESIGNATION -  10 120
 CJ0423  PID         -  CJ0423
 CJ0423  STATE/COUNTY-  SC/CHARLESTON
 CJ0423  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0423
 CJ0423                         *CURRENT SURVEY CONTROL
 CJ0423  ___________________________________________________________________
 CJ0423* NAD 83(1986)-  32 42 03.     (N)    079 57 15.     (W)     SCALED    
 CJ0423* NAVD 88     -         2.627  (meters)       8.62   (feet)  ADJUSTED  
 CJ0423  ___________________________________________________________________
 CJ0423  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 CJ0423  DYNAMIC HT  -           2.625 (meters)       8.61  (feet)  COMP
 CJ0423  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CJ0423
 CJ0423  VERT ORDER  -  FIRST     CLASS II
 CJ0423
 CJ0423.The horizontal coordinates were scaled from a topographic map and have
 CJ0423.an estimated accuracy of +/- 6 seconds.
 CJ0423
 CJ0423.The orthometric height was determined by differential leveling
 CJ0423.and adjusted by the National Geodetic Survey in June 1991..
 CJ0423
 CJ0423.The geoid height was determined by GEOID03.
 CJ0423
 CJ0423.The dynamic height is computed by dividing the NAVD 88
 CJ0423.geopotential number by the normal gravity value computed on the
 CJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0423.degrees latitude (g = 980.6199 gals.).
 CJ0423
 CJ0423.The modeled gravity was interpolated from observed gravity values.
 CJ0423
 CJ0423;                    North         East    Units  Estimated Accuracy
 CJ0423;SPC SC       -    96,700.      707,660.      MT  (+/- 180 meters Scaled)
 CJ0423
 CJ0423                          SUPERSEDED SURVEY CONTROL
 CJ0423
 CJ0423  NGVD 29 (03/21/89)    2.929  (m)            9.61   (f) ADJUSTED    1 2
 CJ0423
 CJ0423.Superseded values are not recommended for survey control.
 CJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0423.See file dsdata.txt to determine how the superseded data were derived.
 CJ0423
 CJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS980186(NAD 83)
 CJ0423_MARKER: DD = SURVEY DISK
 CJ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0423_SP_SET: CONCRETE POST
 CJ0423_STAMPING: VERT 10 120 1983
 CJ0423_MARK LOGO: SCGS  
 CJ0423_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0423+STABILITY: SURFACE MOTION
 CJ0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0423+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0423
 CJ0423  HISTORY     - Date     Condition        Report By
 CJ0423  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0423  HISTORY     - 19920817 GOOD             NGS
 CJ0423
 CJ0423                          STATION DESCRIPTION
 CJ0423
 CJ0423'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0423'4.0 KM (2.5 MI) SE FROM CENTERVILLE.
 CJ0423'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-389.
 CJ0423'7.3 KILOMETERS (4.55 MILES) SOUTH ALONG STATE HIGHWAY
 CJ0423'171 FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0423'THENCE 0.8 KILOMETER (0.5 MILE) EAST ALONG GRIMBALL EXTENSION
 CJ0423'ROAD, THENCE 0.5 KILOMETER (0.3 MILE) SOUTH ALONG COUNTY ROAD
 CJ0423'S-10-387, THENCE 0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG
 CJ0423'COUNTY ROAD S-10-389, SET IN THE FRONT YARD OF A ONE STORY BRICK
 CJ0423'HOUSE AT THE INTERSECTION OF SECESSIONVILLE ROAD, 44.2 METERS
 CJ0423'(145.0 FEET) EAST NORTHEAST OF THE APPROXIMATE CENTER OF
 CJ0423'SECESSIONVILLE ROAD, 23.8 METERS (78.3 FEET) SOUTHWEST OF
 CJ0423'POWER POLE NUMBER C-54495, 19.5 METERS (64.2 FEET) WEST
 CJ0423'NORTHWEST OF THE NORTHEAST CORNER OF THE BRICK HOUSE,
 CJ0423'11.3 METERS (37.0 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE
 CJ0423'CENTER OF COUNTY ROAD S-10-389, 9.4 METERS (31.0 FEET)
 CJ0423'NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK HOUSE.
 CJ0423
 CJ0423                          STATION RECOVERY (1992)
 CJ0423
 CJ0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0423'7.1 KM (4.40 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0423'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 0.8 KM
 CJ0423'(0.50 MI) EASTERLY ALONG CRIMBALL ROAD, THENCE 0.5 KM (0.30 MI)
 CJ0423'SOUTHERLY ALONG OLD MILITARY ROAD, THENCE 0.5 KM (0.30 MI)
 CJ0423'NORTHEASTERLY ALONG FT LARMAR ROAD, 44.2 M (145.0 FT) EAST-NORTHEAST
 CJ0423'OF THE CENTERLINE OF SESSIONVILLE ROAD, 23.8 M (78.1 FT) SOUTHWEST OF
 CJ0423'UTILITY POLE NUMBER C54495, 19.5 M (64.0 FT) WEST OF THE NORTHEAST
 CJ0423'CORNER OF A BRICK HOUSE, 11.3 M (37.1 FT) SOUTH-SOUTHEAST OF THE ROAD
 CJ0423'CENTER, 9.4 M (30.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 CJ0423'HOUSE, 4.6 M (15.1 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK,
 CJ0423'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 CJ0423'RECESSED 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0421 ***********************************************************************
 CJ0421  DESIGNATION -  10 121
 CJ0421  PID         -  CJ0421
 CJ0421  STATE/COUNTY-  SC/CHARLESTON
 CJ0421  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0421
 CJ0421                         *CURRENT SURVEY CONTROL
 CJ0421  ___________________________________________________________________
 CJ0421* NAD 83(1986)-  32 42 09.     (N)    079 57 59.     (W)     SCALED    
 CJ0421* NAVD 88     -         3.802  (meters)      12.47   (feet)  ADJUSTED  
 CJ0421  ___________________________________________________________________
 CJ0421  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 CJ0421  DYNAMIC HT  -           3.797 (meters)      12.46  (feet)  COMP
 CJ0421  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 CJ0421
 CJ0421  VERT ORDER  -  FIRST     CLASS II
 CJ0421
 CJ0421.The horizontal coordinates were scaled from a topographic map and have
 CJ0421.an estimated accuracy of +/- 6 seconds.
 CJ0421
 CJ0421.The orthometric height was determined by differential leveling
 CJ0421.and adjusted by the National Geodetic Survey in June 1991..
 CJ0421.WARNING-Repeat measurements at this control monument indicate possible
 CJ0421.vertical movement.
 CJ0421
 CJ0421.The geoid height was determined by GEOID03.
 CJ0421
 CJ0421.The dynamic height is computed by dividing the NAVD 88
 CJ0421.geopotential number by the normal gravity value computed on the
 CJ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0421.degrees latitude (g = 980.6199 gals.).
 CJ0421
 CJ0421.The modeled gravity was interpolated from observed gravity values.
 CJ0421
 CJ0421;                    North         East    Units  Estimated Accuracy
 CJ0421;SPC SC       -    96,880.      706,510.      MT  (+/- 180 meters Scaled)
 CJ0421
 CJ0421                          SUPERSEDED SURVEY CONTROL
 CJ0421
 CJ0421  NGVD 29 (05/09/91)    4.103  (m)           13.46   (f) ADJUSTED    1 2
 CJ0421
 CJ0421.Superseded values are not recommended for survey control.
 CJ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0421.See file dsdata.txt to determine how the superseded data were derived.
 CJ0421
 CJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS968187(NAD 83)
 CJ0421_MARKER: DD = SURVEY DISK
 CJ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0421_SP_SET: CONCRETE POST
 CJ0421_STAMPING: VERT 10 121 1983
 CJ0421_MARK LOGO: SCGS  
 CJ0421_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0421+STABILITY: SURFACE MOTION
 CJ0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0421+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0421
 CJ0421  HISTORY     - Date     Condition        Report By
 CJ0421  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0421  HISTORY     - 19900518 GOOD             NGS
 CJ0421
 CJ0421                          STATION DESCRIPTION
 CJ0421
 CJ0421'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0421'3.5 KM (2.2 MI) SOUTH FROM CENTERVILLE.
 CJ0421'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 171.
 CJ0421'7.3 KILOMETERS (4.45 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0421'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0421'SET NEAR A POWER POLE, 46.8 METERS (153.8 FEET) NORTH NORTHEAST
 CJ0421'OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE THAT SURROUNDS
 CJ0421'A LARGE BUILDING, 59.4 METERS (195.0 FEET) SOUTH SOUTHWEST
 CJ0421'OF A POWER POLE NUMBER A4500, 8.2 METERS (27.0 FEET)
 CJ0421'WEST NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANE
 CJ0421'OF STATE HIGHWAY 171, 2.1 METERS (7.0 FEET) WEST SOUTHWEST
 CJ0421'OF A POWER POLE A7458.
 CJ0421'THE MARK IS 0.80 METERS  ESE FROM A WITNESS POST.
 CJ0421
 CJ0421                          STATION RECOVERY (1990)
 CJ0421
 CJ0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0421'0.1 KM (0.06 MI) SOUTHWESTERLY ALONG INDIAN AVENUE FROM THE POST
 CJ0421'OFFICE IN FOLLY BEACH, THENCE 5.6 KM (3.48 MI) NORTHERLY ALONG STATE
 CJ0421'HIGHWAY 171, 59.2 M (194.23 FT) SOUTH-SOUTHWEST OF UTILITY POLE
 CJ0421'NUMBER A 4500, 56.1 M (184.05 FT) NORTH-NORTHEAST OF UTILITY POLE
 CJ0421'NUMBER A 7457, 16.3 M (53.48 FT) SOUTHEAST OF THE SUPPORT LEG OF A
 CJ0421'LARGE BILLBOARD, 6.3 M (20.67 FT) WEST-NORTHWEST OF AND LEVEL WITH
 CJ0421'THE SOUTHBOUND LANES CENTERLINE, 1.8 M (5.91 FT) SOUTHWEST OF UTILITY
 CJ0421'POLE NUMBER 245785, 0.2 M (0.66 FT) EAST-SOUTHEAST OF A WITNESS POST,
 CJ0421'AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0430 ***********************************************************************
 CJ0430  DESIGNATION -  10 122
 CJ0430  PID         -  CJ0430
 CJ0430  STATE/COUNTY-  SC/CHARLESTON
 CJ0430  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0430
 CJ0430                         *CURRENT SURVEY CONTROL
 CJ0430  ___________________________________________________________________
 CJ0430* NAD 83(1986)-  32 41 36.     (N)    079 57 56.     (W)     SCALED    
 CJ0430* NAVD 88     -         2.725  (meters)       8.94   (feet)  ADJUSTED  
 CJ0430  ___________________________________________________________________
 CJ0430  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 CJ0430  DYNAMIC HT  -           2.722 (meters)       8.93  (feet)  COMP
 CJ0430  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 CJ0430
 CJ0430  VERT ORDER  -  FIRST     CLASS II
 CJ0430
 CJ0430.The horizontal coordinates were scaled from a topographic map and have
 CJ0430.an estimated accuracy of +/- 6 seconds.
 CJ0430
 CJ0430.The orthometric height was determined by differential leveling
 CJ0430.and adjusted by the National Geodetic Survey in June 1991..
 CJ0430
 CJ0430.The geoid height was determined by GEOID03.
 CJ0430
 CJ0430.The dynamic height is computed by dividing the NAVD 88
 CJ0430.geopotential number by the normal gravity value computed on the
 CJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0430.degrees latitude (g = 980.6199 gals.).
 CJ0430
 CJ0430.The modeled gravity was interpolated from observed gravity values.
 CJ0430
 CJ0430;                    North         East    Units  Estimated Accuracy
 CJ0430;SPC SC       -    95,860.      706,600.      MT  (+/- 180 meters Scaled)
 CJ0430
 CJ0430                          SUPERSEDED SURVEY CONTROL
 CJ0430
 CJ0430  NGVD 29 (05/09/91)    3.027  (m)            9.93   (f) ADJUSTED    1 2
 CJ0430
 CJ0430.Superseded values are not recommended for survey control.
 CJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0430.See file dsdata.txt to determine how the superseded data were derived.
 CJ0430
 CJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS969177(NAD 83)
 CJ0430_MARKER: DD = SURVEY DISK
 CJ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0430_SP_SET: CONCRETE POST
 CJ0430_STAMPING: VERT 10 122 1983
 CJ0430_MARK LOGO: SCGS  
 CJ0430_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0430+STABILITY: SURFACE MOTION
 CJ0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0430+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0430
 CJ0430  HISTORY     - Date     Condition        Report By
 CJ0430  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0430  HISTORY     - 19900518 GOOD             NGS
 CJ0430  HISTORY     - 19920817 GOOD             NGS
 CJ0430
 CJ0430                          STATION DESCRIPTION
 CJ0430
 CJ0430'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0430'4.5 KM (2.8 MI) SOUTH FROM CENTERVILLE.
 CJ0430'THE MARK IS 0.60 M BELOW STATE HIGHWAY 171.
 CJ0430'8.4 KILOMETERS (5.2 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0430'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0430'SET NEAR THE FLAG POLE IN FRONT OF THE JAMES ISLAND FIRE
 CJ0430'STATION NUMBER FOUR, 31.2 METERS (102.5 FEET) WEST SOUTHWEST
 CJ0430'OF THE CENTER LINE OF THE SOUTHBOUND LANE OF STATE HIGHWAY 171,
 CJ0430'17.1 METERS (56.3 FEET) SOUTH SOUTHWEST OF A FIRE HYDRANT,
 CJ0430'17.1 METERS (56.3 FEET) SOUTH SOUTHEAST OF THE SOUTHEAST
 CJ0430'CORNER OF A TWO STORY WOOD HOUSE ON THE NORTH SIDE OF THE
 CJ0430'FIRE STATION, 4.1 METERS (13.8 FEET) EAST SOUTHEAST OF THE
 CJ0430'NORTHEAST CORNER OF THE FIRE STATION, 1.8 METERS (6.0 FEET)
 CJ0430'SOUTH OF THE FLAG POLE.
 CJ0430
 CJ0430                          STATION RECOVERY (1990)
 CJ0430
 CJ0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0430'RECOVERED IN GOOD CONDITION.
 CJ0430
 CJ0430                          STATION RECOVERY (1992)
 CJ0430
 CJ0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0430'4.9 KM (3.05 MI) NORTHERLY ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 CJ0430'OF EAST ASHLEY AVENUE IN FOLLY BEACH, 31.2 M (102.4 FT)
 CJ0430'WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 CJ0430'HIGHWAY, 7.6 M (24.9 FT) NORTH OF THE NORTH EDGE OF A DRIVEWAY, 4.2 M
 CJ0430'(13.8 FT) SOUTHEAST OF THE NORTHEAST CORNER OF JAMES ISLAND FIRE
 CJ0430'STATION 4 AT 1833 FOLLY ROAD, 3.9 M (12.8 FT) EAST OF THE EAST WALL
 CJ0430'OF THE STATION, 1.8 M (5.9 FT) NORTH OF A FLAG POLE, 0.3 M (1.0 FT)
 CJ0430'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.06 M
 CJ0430'(0.20 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0431 ***********************************************************************
 CJ0431  DESIGNATION -  10 123
 CJ0431  PID         -  CJ0431
 CJ0431  STATE/COUNTY-  SC/CHARLESTON
 CJ0431  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0431
 CJ0431                         *CURRENT SURVEY CONTROL
 CJ0431  ___________________________________________________________________
 CJ0431* NAD 83(1986)-  32 41 07.     (N)    079 57 32.     (W)     SCALED    
 CJ0431* NAVD 88     -         2.580  (meters)       8.46   (feet)  ADJUSTED  
 CJ0431  ___________________________________________________________________
 CJ0431  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 CJ0431  DYNAMIC HT  -           2.577 (meters)       8.45  (feet)  COMP
 CJ0431  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CJ0431
 CJ0431  VERT ORDER  -  FIRST     CLASS II
 CJ0431
 CJ0431.The horizontal coordinates were scaled from a topographic map and have
 CJ0431.an estimated accuracy of +/- 6 seconds.
 CJ0431
 CJ0431.The orthometric height was determined by differential leveling
 CJ0431.and adjusted by the National Geodetic Survey in June 1991..
 CJ0431
 CJ0431.The geoid height was determined by GEOID03.
 CJ0431
 CJ0431.The dynamic height is computed by dividing the NAVD 88
 CJ0431.geopotential number by the normal gravity value computed on the
 CJ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0431.degrees latitude (g = 980.6199 gals.).
 CJ0431
 CJ0431.The modeled gravity was interpolated from observed gravity values.
 CJ0431
 CJ0431;                    North         East    Units  Estimated Accuracy
 CJ0431;SPC SC       -    94,980.      707,230.      MT  (+/- 180 meters Scaled)
 CJ0431
 CJ0431                          SUPERSEDED SURVEY CONTROL
 CJ0431
 CJ0431  NGVD 29 (05/09/91)    2.882  (m)            9.46   (f) ADJUSTED    1 2
 CJ0431
 CJ0431.Superseded values are not recommended for survey control.
 CJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0431.See file dsdata.txt to determine how the superseded data were derived.
 CJ0431
 CJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS976168(NAD 83)
 CJ0431_MARKER: DD = SURVEY DISK
 CJ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0431_SP_SET: CONCRETE POST
 CJ0431_STAMPING: VERT 10 123 1983
 CJ0431_MARK LOGO: SCGS  
 CJ0431_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0431+STABILITY: SURFACE MOTION
 CJ0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0431+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0431
 CJ0431  HISTORY     - Date     Condition        Report By
 CJ0431  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0431  HISTORY     - 19900518 GOOD             NGS
 CJ0431  HISTORY     - 19920817 GOOD             NGS
 CJ0431
 CJ0431                          STATION DESCRIPTION
 CJ0431
 CJ0431'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0431'5.6 KM (3.5 MI) SOUTH FROM CENTERVILLE.
 CJ0431'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 171.
 CJ0431'9.4 KILOMETERS (5.85 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0431'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0431'SET NEAR A POWER POLE AT THE INTERSECTION OF SOL LEGARE
 CJ0431'ROAD, 67.4 METERS (221.2 FEET) SOUTHEAST OF A FIRE HYDRANT,
 CJ0431'45.1 METERS (148.0 FEET) SOUTH SOUTHEAST OF THE SOUTHWEST
 CJ0431'CORNER OF A CHAIN LINK FENCE THAT SURROUNDS A SEWER LIFT
 CJ0431'STATION, 11.3 METERS (37.2 FEET) EAST NORTHEAST OF THE CENTER
 CJ0431'LINE OF THE NORTHBOUND LANE OF STATE HIGHWAY 171, 1.2 METERS
 CJ0431'(4.0 FEET) NORTH OF THE POWER POLE WITH A TELEPHONE JUNCTION
 CJ0431'BOX NEAR IT, 9.9 METERS (32.7 FEET) WEST OF A POWER POLE
 CJ0431'NUMBER 84196.
 CJ0431'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 CJ0431
 CJ0431                          STATION RECOVERY (1990)
 CJ0431
 CJ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0431'0.1 KM (0.06 MI) SOUTHWESTERLY ALONG INDIAN AVENUE FROM THE POST
 CJ0431'OFFICE IN FOLLY BEACH, THENCE 3.4 KM (2.11 MI) NORTHERLY ALONG STATE
 CJ0431'HIGHWAY 171, 45.2 M (148.29 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST
 CJ0431'CORNER OF A CHAIN-LINK FENCE AROUND A SEWAGE LIFT STATION, 44.8 M
 CJ0431'(146.98 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF SOL LEGARE ROAD,
 CJ0431'11.7 M (38.39 FT) EAST-NORTHEAST OF AND LEVEL WITH THE NORTHBOUND
 CJ0431'LANES CENTERLINE, 0.5 M (1.64 FT) WEST-SOUTHWEST OF A WITNESS POST,
 CJ0431'AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 CJ0431
 CJ0431                          STATION RECOVERY (1992)
 CJ0431
 CJ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0431'3.9 KM (2.40 MI) NORTHERLY ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 CJ0431'OF EAST ASHLEY AVENUE IN FOLLY BEACH, 45.2 M (148.3 FT) SOUTHEAST OF
 CJ0431'THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING A SEWAGE LIFT
 CJ0431'STATION, 44.8 M (147.0 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF
 CJ0431'LEGARE ROAD, 11.7 M (38.4 FT) NORTHEAST OF AND LEVEL WITH THE
 CJ0431'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 CJ0431'SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 CJ0431'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0444 ***********************************************************************
 CJ0444  DESIGNATION -  10 124
 CJ0444  PID         -  CJ0444
 CJ0444  STATE/COUNTY-  SC/CHARLESTON
 CJ0444  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0444
 CJ0444                         *CURRENT SURVEY CONTROL
 CJ0444  ___________________________________________________________________
 CJ0444* NAD 83(1986)-  32 39 23.     (N)    079 56 32.     (W)     SCALED    
 CJ0444* NAVD 88     -         2.549  (meters)       8.36   (feet)  ADJUSTED  
 CJ0444  ___________________________________________________________________
 CJ0444  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 CJ0444  DYNAMIC HT  -           2.546 (meters)       8.35  (feet)  COMP
 CJ0444  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CJ0444
 CJ0444  VERT ORDER  -  FIRST     CLASS II
 CJ0444
 CJ0444.The horizontal coordinates were scaled from a topographic map and have
 CJ0444.an estimated accuracy of +/- 6 seconds.
 CJ0444
 CJ0444.The orthometric height was determined by differential leveling
 CJ0444.and adjusted by the National Geodetic Survey in June 1991..
 CJ0444
 CJ0444.The geoid height was determined by GEOID03.
 CJ0444
 CJ0444.The dynamic height is computed by dividing the NAVD 88
 CJ0444.geopotential number by the normal gravity value computed on the
 CJ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0444.degrees latitude (g = 980.6199 gals.).
 CJ0444
 CJ0444.The modeled gravity was interpolated from observed gravity values.
 CJ0444
 CJ0444;                    North         East    Units  Estimated Accuracy
 CJ0444;SPC SC       -    91,790.      708,830.      MT  (+/- 180 meters Scaled)
 CJ0444
 CJ0444                          SUPERSEDED SURVEY CONTROL
 CJ0444
 CJ0444  NGVD 29 (05/09/91)    2.846  (m)            9.34   (f) ADJUSTED    1 2
 CJ0444
 CJ0444.Superseded values are not recommended for survey control.
 CJ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0444.See file dsdata.txt to determine how the superseded data were derived.
 CJ0444
 CJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS991136(NAD 83)
 CJ0444_MARKER: DD = SURVEY DISK
 CJ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0444_SP_SET: CONCRETE POST
 CJ0444_STAMPING: VERT 10 124 1983
 CJ0444_MARK LOGO: SCGS  
 CJ0444_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0444+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 CJ0444
 CJ0444  HISTORY     - Date     Condition        Report By
 CJ0444  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0444  HISTORY     - 19900517 GOOD             NGS
 CJ0444  HISTORY     - 19900918 GOOD             NGS
 CJ0444  HISTORY     - 19970621 GOOD             USPSQD
 CJ0444
 CJ0444                          STATION DESCRIPTION
 CJ0444
 CJ0444'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0444'IN FOLLY BEACH.
 CJ0444'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-244.
 CJ0444'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN
 CJ0444'AVENUE FROM THE POST OFFICE ON FOLLY BEACH, THENCE
 CJ0444'0.1 KILOMETER (0.05 MILE) SOUTH ALONG STATE HIGHWAY
 CJ0444'171, THENCE 0.1 KILOMETER (0.05 MILE) SOUTHWEST ALONG
 CJ0444'COUNTY ROAD S-10-244, SET IN BETWEEN TWO POWER POLES
 CJ0444'IN FRONT OF A TRANSFORMER STATION, 21.0 METERS (69.0 FEET)
 CJ0444'EAST SOUTHEAST OF A FIRE HYDRANT,
 CJ0444'6.4 METERS (21.0 FEET) EAST SOUTHEAST OF THE APPROXIMTE
 CJ0444'CENTER OF COUNTY ROAD S-10-244, 2.8 METERS (9.5 FEET)
 CJ0444'WEST SOUTHWEST OF A POWER POLE NUMBER A4337, 2.2 METERS
 CJ0444'(7.3 FEET) EAST NORTHEAST OF A POWER POLE NUMBER 44203,
 CJ0444'1.0 METER (3.4 FEET) NORTH NORTHWEST OF A CHAIN LINK
 CJ0444'FENCE WHICH SURROUNDS THE TRANSFORMERS.
 CJ0444'THE MARK IS 0.90 METERS  NNW FROM A WITNESS POST.
 CJ0444
 CJ0444                          STATION RECOVERY (1990)
 CJ0444
 CJ0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0444'0.1 KM (0.06 MI) SOUTHWESTERLY ALONG WEST HUDSON AVENUE FROM THE
 CJ0444'JUNCTION OF STATE HIGHWAY 171 IN FOLLY BEACH, 20.6 M (67.59 FT)
 CJ0444'EAST-SOUTHEAST OF A FIRE HYDRANT, 6.5 M (21.33 FT) SOUTH OF AND LEVEL
 CJ0444'WITH THE AVENUE CENTER, 2.8 M (9.19 FT) WEST-SOUTHWEST OF UTILITY
 CJ0444'POLE NUMBER A 4337, 2.1 M (6.89 FT) NORTH-NORTHEAST OF UTILITY POLE
 CJ0444'NUMBER 44203, 1.0 M (3.28 FT) NORTH-NORTHWEST OF A CHAIN-LINK FENCE
 CJ0444'SURROUNDING A SUBSTATION, 0.9 M (2.95 FT) NORTH-NORTHWEST OF A
 CJ0444'WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CJ0444'GROUND SURFACE.
 CJ0444
 CJ0444                          STATION RECOVERY (1990)
 CJ0444
 CJ0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0444'RECOVERED IN GOOD CONDITION.
 CJ0444
 CJ0444                          STATION RECOVERY (1997)
 CJ0444
 CJ0444'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0451 ***********************************************************************
 CJ0451  DESIGNATION -  10 125
 CJ0451  PID         -  CJ0451
 CJ0451  STATE/COUNTY-  SC/CHARLESTON
 CJ0451  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0451
 CJ0451                         *CURRENT SURVEY CONTROL
 CJ0451  ___________________________________________________________________
 CJ0451* NAD 83(1986)-  32 39 03.     (N)    079 57 03.     (W)     SCALED    
 CJ0451* NAVD 88     -         1.570  (meters)       5.15   (feet)  ADJUSTED  
 CJ0451  ___________________________________________________________________
 CJ0451  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ0451  DYNAMIC HT  -           1.568 (meters)       5.14  (feet)  COMP
 CJ0451  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CJ0451
 CJ0451  VERT ORDER  -  FIRST     CLASS II
 CJ0451
 CJ0451.The horizontal coordinates were scaled from a topographic map and have
 CJ0451.an estimated accuracy of +/- 6 seconds.
 CJ0451
 CJ0451.The orthometric height was determined by differential leveling
 CJ0451.and adjusted by the National Geodetic Survey in June 1991..
 CJ0451
 CJ0451.The geoid height was determined by GEOID03.
 CJ0451
 CJ0451.The dynamic height is computed by dividing the NAVD 88
 CJ0451.geopotential number by the normal gravity value computed on the
 CJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0451.degrees latitude (g = 980.6199 gals.).
 CJ0451
 CJ0451.The modeled gravity was interpolated from observed gravity values.
 CJ0451
 CJ0451;                    North         East    Units  Estimated Accuracy
 CJ0451;SPC SC       -    91,160.      708,030.      MT  (+/- 180 meters Scaled)
 CJ0451
 CJ0451                          SUPERSEDED SURVEY CONTROL
 CJ0451
 CJ0451  NGVD 29 (05/09/91)    1.867  (m)            6.13   (f) ADJUSTED    1 2
 CJ0451
 CJ0451.Superseded values are not recommended for survey control.
 CJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0451.See file dsdata.txt to determine how the superseded data were derived.
 CJ0451
 CJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS983130(NAD 83)
 CJ0451_MARKER: DD = SURVEY DISK
 CJ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0451_SP_SET: CONCRETE POST
 CJ0451_STAMPING: VERT 10 125 1983
 CJ0451_MARK LOGO: SCGS  
 CJ0451_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0451+STABILITY: SURFACE MOTION
 CJ0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0451+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 CJ0451
 CJ0451  HISTORY     - Date     Condition        Report By
 CJ0451  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0451  HISTORY     - 19900517 GOOD             NGS
 CJ0451
 CJ0451                          STATION DESCRIPTION
 CJ0451
 CJ0451'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0451'IN FOLLY BEACH.
 CJ0451'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-52.
 CJ0451'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE FROM
 CJ0451'THE POST OFFICE ON FOLLY BEACH, THENCE 0.25 KILOMETER
 CJ0451'(0.15 MILE) SOUTH ALONG STATE HIGHWAY 171,THENCE
 CJ0451'1.2 KILOMETERS (0.75 MILE) SOUTHWEST ALONG COUNTY ROAD
 CJ0451'S-10-52, SET IN FRONT OF A WOOD HOUSE NEXT TO A TWO
 CJ0451'STORY WOOD AND CINDER BLOCK HOUSE, 27.1 METERS (89.0 FEET)
 CJ0451'EAST NORTHEAST OF A FIRE HYDRANT, 20.7 METERS (68.0 FEET)
 CJ0451'WEST NORTHWEST OF A POWER POLE NUMBER A4336, 18.0 METERS
 CJ0451'(59.0 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CJ0451'TWO STORY HOUSE, 8.5 METERS (28.0 FEET) NORTH NORTHWEST
 CJ0451'OF THE CENTER LINE OF COUNTY ROAD S-10-52.
 CJ0451
 CJ0451                          STATION RECOVERY (1990)
 CJ0451
 CJ0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0451'IN FOLLY BEACH, AT 518 WEST ASHLEY AVENUE, 27.1 M (88.91 FT)
 CJ0451'EAST-NORTHEAST OF A FIRE HYDRANT, 20.7 M (67.91 FT) WEST-NORTHWEST OF
 CJ0451'UTILITY POLE NUMBER A 4336 WITH A GUY CABLE, 18.0 M (59.05 FT)
 CJ0451'SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO STORY HOUSE AT 516 WEST
 CJ0451'ASHLEY AVENUE, 10.3 M (33.79 FT) WEST OF A WITNESS POST, 8.7 M (28.54
 CJ0451'FT) NORTH-NORTHWEST OF AND LEVEL WITH THE AVENUE CENTERLINE, 8.0 M
 CJ0451'(26.25 FT) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE AT 518
 CJ0451'WEST ASHLEY AVENUE, AND IN A CONCRETE MONUMENT THAT IS 0.2 M (0.66
 CJ0451'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0452 ***********************************************************************
 CJ0452  DESIGNATION -  10 126
 CJ0452  PID         -  CJ0452
 CJ0452  STATE/COUNTY-  SC/CHARLESTON
 CJ0452  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0452
 CJ0452                         *CURRENT SURVEY CONTROL
 CJ0452  ___________________________________________________________________
 CJ0452* NAD 83(1986)-  32 38 40.     (N)    079 57 45.     (W)     SCALED    
 CJ0452* NAVD 88     -         1.585  (meters)       5.20   (feet)  ADJUSTED  
 CJ0452  ___________________________________________________________________
 CJ0452  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0452  DYNAMIC HT  -           1.584 (meters)       5.20  (feet)  COMP
 CJ0452  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 CJ0452
 CJ0452  VERT ORDER  -  FIRST     CLASS II
 CJ0452
 CJ0452.The horizontal coordinates were scaled from a topographic map and have
 CJ0452.an estimated accuracy of +/- 6 seconds.
 CJ0452
 CJ0452.The orthometric height was determined by differential leveling
 CJ0452.and adjusted by the National Geodetic Survey in June 1991..
 CJ0452
 CJ0452.The geoid height was determined by GEOID03.
 CJ0452
 CJ0452.The dynamic height is computed by dividing the NAVD 88
 CJ0452.geopotential number by the normal gravity value computed on the
 CJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0452.degrees latitude (g = 980.6199 gals.).
 CJ0452
 CJ0452.The modeled gravity was interpolated from observed gravity values.
 CJ0452
 CJ0452;                    North         East    Units  Estimated Accuracy
 CJ0452;SPC SC       -    90,440.      706,940.      MT  (+/- 180 meters Scaled)
 CJ0452
 CJ0452                          SUPERSEDED SURVEY CONTROL
 CJ0452
 CJ0452  NGVD 29 (05/09/91)    1.883  (m)            6.18   (f) ADJUSTED    1 2
 CJ0452
 CJ0452.Superseded values are not recommended for survey control.
 CJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0452.See file dsdata.txt to determine how the superseded data were derived.
 CJ0452
 CJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS973123(NAD 83)
 CJ0452_MARKER: DD = SURVEY DISK
 CJ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0452_SP_SET: CONCRETE POST
 CJ0452_STAMPING: VERT 10 126 1983
 CJ0452_MARK LOGO: SCGS  
 CJ0452_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0452+STABILITY: SURFACE MOTION
 CJ0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0452+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 CJ0452
 CJ0452  HISTORY     - Date     Condition        Report By
 CJ0452  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0452  HISTORY     - 19900517 GOOD             NGS
 CJ0452  HISTORY     - 19900918 GOOD             NGS
 CJ0452
 CJ0452                          STATION DESCRIPTION
 CJ0452
 CJ0452'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0452'IN FOLLY BEACH.
 CJ0452'THE MARK IS 0.30 M BELOW GRAVEL DRIVE.
 CJ0452'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE
 CJ0452'FROM THE POST OFFICE ON FOLLY BEACH, THENCE 0.25 KILOMETER
 CJ0452'(0.15 MILE) SOUTH ALONG STATE HIGHWAY 171, THENCE 2.4
 CJ0452'KILOMETERS (1.5 MILE) SOUTHWEST ALONG COUNTY ROAD S-10-52
 CJ0452'SET AT THE END OF THE PAVEMENT AT THE ENTRANCE TO THE
 CJ0452'FOLLY BEACH COUNTY PARK, 57.5 METERS (188.8 FEET) NORTH
 CJ0452'NORTHEAST OF THE NORTH CORNER OF THE PARKING TOLL BOOTH,
 CJ0452'8.7 METERS (28.7 FEET) SOUTH SOUTHWEST OF A POWER POLE
 CJ0452'NUMBER 0288444, 7.9 METERS (26.0 FEET) WEST SOUTHWEST
 CJ0452'OF A CINDER BLOCK WALL, 8.5 METERS (28.0 FEET) SOUTHEAST
 CJ0452'OF THE APPROXIMATE CENTER OF A GRAVEL DRIVE TO THE PARK.
 CJ0452'THE MARK IS 1.50 METERS  NW FROM A WITNESS POST.
 CJ0452
 CJ0452                          STATION RECOVERY (1990)
 CJ0452
 CJ0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0452'2.4 KM (1.49 MI) SOUTHWESTERLY ALONG WEST ASHLEY AVENUE FROM THE
 CJ0452'JUNCTION OF STATE HIGHWAY 171 IN FOLLY BEACH, 57.7 M (189.30 FT)
 CJ0452'NORTH-NORTHEAST OF THE NORTH CORNER OF A TOLL BOOTH, 48.0 M (157.48
 CJ0452'FT) NORTHEAST OF CATHY AZIMUTH MARK, 8.7 M (28.54 FT) SOUTH-SOUTHWEST
 CJ0452'OF UTILITY POLE NUMBER 0288444 WITH 3 GUY CABLES, 8.6 M (28.22 FT)
 CJ0452'SOUTH-SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE FOLLY BEACH
 CJ0452'COUNTY PARK ENTRANCE ROAD (WEST ASHLEY AVENUE), 8.0 M (26.25 FT)
 CJ0452'SOUTHWEST OF A BLOCK WALL, 1.6 M (5.25 FT) NORTHWEST OF A WITNESS
 CJ0452'POST, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CJ0452'SURFACE.
 CJ0452
 CJ0452                          STATION RECOVERY (1990)
 CJ0452
 CJ0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0454 ***********************************************************************
 CJ0454  DESIGNATION -  10 127
 CJ0454  PID         -  CJ0454
 CJ0454  STATE/COUNTY-  SC/CHARLESTON
 CJ0454  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0454
 CJ0454                         *CURRENT SURVEY CONTROL
 CJ0454  ___________________________________________________________________
 CJ0454* NAD 83(1986)-  32 39 39.     (N)    079 55 45.     (W)     SCALED    
 CJ0454* NAVD 88     -         1.600  (meters)       5.25   (feet)  ADJUSTED  
 CJ0454  ___________________________________________________________________
 CJ0454  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 CJ0454  DYNAMIC HT  -           1.598 (meters)       5.24  (feet)  COMP
 CJ0454  MODELED GRAV-     979,528.9   (mgal)                       NAVD 88
 CJ0454
 CJ0454  VERT ORDER  -  FIRST     CLASS II
 CJ0454
 CJ0454.The horizontal coordinates were scaled from a topographic map and have
 CJ0454.an estimated accuracy of +/- 6 seconds.
 CJ0454
 CJ0454.The orthometric height was determined by differential leveling
 CJ0454.and adjusted by the National Geodetic Survey in June 1991..
 CJ0454
 CJ0454.The geoid height was determined by GEOID03.
 CJ0454
 CJ0454.The dynamic height is computed by dividing the NAVD 88
 CJ0454.geopotential number by the normal gravity value computed on the
 CJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0454.degrees latitude (g = 980.6199 gals.).
 CJ0454
 CJ0454.The modeled gravity was interpolated from observed gravity values.
 CJ0454
 CJ0454;                    North         East    Units  Estimated Accuracy
 CJ0454;SPC SC       -    92,290.      710,050.      MT  (+/- 180 meters Scaled)
 CJ0454
 CJ0454                          SUPERSEDED SURVEY CONTROL
 CJ0454
 CJ0454  NGVD 29 (03/21/89)    1.896  (m)            6.22   (f) ADJUSTED    1 2
 CJ0454
 CJ0454.Superseded values are not recommended for survey control.
 CJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0454.See file dsdata.txt to determine how the superseded data were derived.
 CJ0454
 CJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS004141(NAD 83)
 CJ0454_MARKER: DB = BENCH MARK DISK
 CJ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0454_SP_SET: CONCRETE POST
 CJ0454_STAMPING: VERT 10 127 1983
 CJ0454_MARK LOGO: SCGS  
 CJ0454_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0454
 CJ0454  HISTORY     - Date     Condition        Report By
 CJ0454  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0454  HISTORY     - 19900518 MARK NOT FOUND   NGS
 CJ0454
 CJ0454                          STATION DESCRIPTION
 CJ0454
 CJ0454'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0454'IN FOLLY BEACH.
 CJ0454'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE
 CJ0454'FROM THE POST OFFICE IN FOLLY BEACH, THENCE 0.25 KILOMETER
 CJ0454'(0.15 MILE) SOUTH ALONG STATE HIGHWAY 171, THENCE 1.3
 CJ0454'KILOMETERS (0.8 MILE) NORTHEAST ALONG COUNTY ROAD
 CJ0454'S-10-52, SET IN FRONT OF A WOOD HOUSE NEXT TO A TWO
 CJ0454'STORY BRICK AND WOOD HOUSE, 23.9 METERS (78.8 FEET)
 CJ0454'EAST OF THE SOUTHEAST CORNER OF THE TWO STORY HOUSE,
 CJ0454'12.5 METERS (41.0 FEET) SOUTH SOUTHEAST OFTHE SOUTHEAST
 CJ0454'CORNER OF THE ONE STORY HOUSE NUMBER 603, 9.0 METERS (29.7 FEET)
 CJ0454'NORTH NORTHWEST OF THE CENTER LINE OF COUNTY ROAD S-10-52,
 CJ0454'4.0 METERS (13.0 FEET) NORTHWEST OF A DOUBLE 48 INCH
 CJ0454'OAK TREE, 2.7 METERS (9.0 FEET) NORTH NORTHEAST OF A LONE
 CJ0454'18 INCH PALMETTO TREE.
 CJ0454'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-52.
 CJ0454
 CJ0454                          STATION RECOVERY (1990)
 CJ0454
 CJ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0454'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0464 ***********************************************************************
 CJ0464  DESIGNATION -  10 128
 CJ0464  PID         -  CJ0464
 CJ0464  STATE/COUNTY-  SC/CHARLESTON
 CJ0464  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0464
 CJ0464                         *CURRENT SURVEY CONTROL
 CJ0464  ___________________________________________________________________
 CJ0464* NAD 83(1986)-  32 40 33.     (N)    079 53 59.     (W)     SCALED    
 CJ0464* NAVD 88     -         1.467  (meters)       4.81   (feet)  ADJUSTED  
 CJ0464  ___________________________________________________________________
 CJ0464  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 CJ0464  DYNAMIC HT  -           1.466 (meters)       4.81  (feet)  COMP
 CJ0464  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CJ0464
 CJ0464  VERT ORDER  -  FIRST     CLASS II
 CJ0464
 CJ0464.The horizontal coordinates were scaled from a topographic map and have
 CJ0464.an estimated accuracy of +/- 6 seconds.
 CJ0464
 CJ0464.The orthometric height was determined by differential leveling
 CJ0464.and adjusted by the National Geodetic Survey in June 1991..
 CJ0464.WARNING-Repeat measurements at this control monument indicate possible
 CJ0464.vertical movement.
 CJ0464
 CJ0464.The geoid height was determined by GEOID03.
 CJ0464
 CJ0464.The dynamic height is computed by dividing the NAVD 88
 CJ0464.geopotential number by the normal gravity value computed on the
 CJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0464.degrees latitude (g = 980.6199 gals.).
 CJ0464
 CJ0464.The modeled gravity was interpolated from observed gravity values.
 CJ0464
 CJ0464;                    North         East    Units  Estimated Accuracy
 CJ0464;SPC SC       -    93,990.      712,790.      MT  (+/- 180 meters Scaled)
 CJ0464
 CJ0464                          SUPERSEDED SURVEY CONTROL
 CJ0464
 CJ0464  NGVD 29 (05/09/91)    1.762  (m)            5.78   (f) ADJUSTED    1 2
 CJ0464
 CJ0464.Superseded values are not recommended for survey control.
 CJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0464.See file dsdata.txt to determine how the superseded data were derived.
 CJ0464
 CJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS031158(NAD 83)
 CJ0464_MARKER: DD = SURVEY DISK
 CJ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0464_SP_SET: CONCRETE POST
 CJ0464_STAMPING: VERT 10 128 1983
 CJ0464_MARK LOGO: SCGS  
 CJ0464_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0464+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 CJ0464
 CJ0464  HISTORY     - Date     Condition        Report By
 CJ0464  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0464  HISTORY     - 19900517 GOOD             NGS
 CJ0464  HISTORY     - 19900918 GOOD             NGS
 CJ0464  HISTORY     - 19970621 GOOD             USPSQD
 CJ0464
 CJ0464                          STATION DESCRIPTION
 CJ0464
 CJ0464'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0464'IN FOLLY BEACH.
 CJ0464'THE MARK IS 0.30 M BELOW COUNTY ROAD S-10-52.
 CJ0464'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE
 CJ0464'FROM THE POST OFFICE ON FOLLY BEACH, THENCE 0.25 KILOMETER
 CJ0464'(0.15 MILE) SOUTH ALONG STATE HIGHWAY 171, THENCE  4.5
 CJ0464'KILOMETERS (2.8 MILES) NORTHEAST ALONG COUNTY ROAD S-10-52
 CJ0464'SET NEAR A POWER POLE AT THE SOUTHWEST CORNER OF A CHAIN
 CJ0464'LINK FENCE, 24.4 METERS (80.0 FEET) EAST OF THE SOUTHEAST
 CJ0464'CORNER OF A TWO STORY WOOD HOUSE NUMBER 2107, 26.7 METERS
 CJ0464'(87.7 FEET) SOUTH SOUTHEAST OF THE SOUTHWEST STILT OF A
 CJ0464'ONE STORY WOOD HOUSE NUMBER 2111, 10.4 METERS (34.3 FEET)
 CJ0464'NORTH NORTHWEST OF THE CENTER LINE OF COUNTY ROAD S-10-52,
 CJ0464'1.2 METERS (4.0 FEET) SOUTH SOUTHWEST OF THE POWER POLE
 CJ0464'NUMBER 51618.
 CJ0464
 CJ0464                          STATION RECOVERY (1990)
 CJ0464
 CJ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0464'4.4 KM (2.73 MI) NORTHEASTERLY ALONG EAST ASHLEY AVENUE FROM THE
 CJ0464'JUNCTION OF STATE HIGHWAY 171 IN FOLLY BEACH, 26.9 M (88.25 FT)
 CJ0464'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE AT 1624 EAST
 CJ0464'ASHLEY AVENUE, 10.4 M (34.12 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 CJ0464'THE AVENUE, 0.9 M (2.95 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER
 CJ0464'393451, 0.6 M (1.97 FT) BELOW THE LEVEL OF THE AVENUE, 0.4 M (1.31
 CJ0464'FT) SOUTH-SOUTHEAST OF A WITNESS POST, AND IN A CONCRETE MONUMENT
 CJ0464'THAT IS 0.3 M (0.98 FT) BELOW THE GROUND SURFACE.
 CJ0464
 CJ0464                          STATION RECOVERY (1990)
 CJ0464
 CJ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0464'RECOVERED IN GOOD CONDITION.
 CJ0464
 CJ0464                          STATION RECOVERY (1997)
 CJ0464
 CJ0464'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2552 ***********************************************************************
 CK2552  DESIGNATION -  10 129
 CK2552  PID         -  CK2552
 CK2552  STATE/COUNTY-  SC/CHARLESTON
 CK2552  USGS QUAD   -  LEGAREVILLE (1971)
 CK2552
 CK2552                         *CURRENT SURVEY CONTROL
 CK2552  ___________________________________________________________________
 CK2552* NAD 83(1986)-  32 42 26.     (N)    080 06 09.     (W)     SCALED    
 CK2552* NAVD 88     -         7.193  (meters)      23.60   (feet)  ADJUSTED  
 CK2552  ___________________________________________________________________
 CK2552  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 CK2552  DYNAMIC HT  -           7.185 (meters)      23.57  (feet)  COMP
 CK2552  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 CK2552
 CK2552  VERT ORDER  -  FIRST     CLASS II
 CK2552
 CK2552.The horizontal coordinates were scaled from a topographic map and have
 CK2552.an estimated accuracy of +/- 6 seconds.
 CK2552
 CK2552.The orthometric height was determined by differential leveling
 CK2552.and adjusted by the National Geodetic Survey in June 1991..
 CK2552
 CK2552.The geoid height was determined by GEOID03.
 CK2552
 CK2552.The dynamic height is computed by dividing the NAVD 88
 CK2552.geopotential number by the normal gravity value computed on the
 CK2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2552.degrees latitude (g = 980.6199 gals.).
 CK2552
 CK2552.The modeled gravity was interpolated from observed gravity values.
 CK2552
 CK2552;                    North         East    Units  Estimated Accuracy
 CK2552;SPC SC       -    97,280.      693,740.      MT  (+/- 180 meters Scaled)
 CK2552
 CK2552                          SUPERSEDED SURVEY CONTROL
 CK2552
 CK2552  NGVD 29 (03/21/89)    7.491  (m)           24.58   (f) ADJUSTED    1 2
 CK2552
 CK2552.Superseded values are not recommended for survey control.
 CK2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2552.See file dsdata.txt to determine how the superseded data were derived.
 CK2552
 CK2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS841191(NAD 83)
 CK2552_MARKER: DB = BENCH MARK DISK
 CK2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2552_SP_SET: CONCRETE POST
 CK2552_STAMPING: VERT 10 129 1983
 CK2552_MARK LOGO: SCGS  
 CK2552_PROJECTION: FLUSH
 CK2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2552+STABILITY: SURFACE MOTION
 CK2552
 CK2552  HISTORY     - Date     Condition        Report By
 CK2552  HISTORY     - 1983     MONUMENTED       SCGS
 CK2552  HISTORY     - 20010331 GOOD             NGS
 CK2552  HISTORY     - 20011210 GOOD             NGS
 CK2552
 CK2552                          STATION DESCRIPTION
 CK2552
 CK2552'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2552'14.0 KM (8.7 MI) SE FROM HOLLYWOOD.
 CK2552'7.1 KILOMETERS (4.45 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2552'JOHNS ISLAND POST OFFICE, 1.0 METER (3.4 FEET) EAST-SOUTHEAST OF A
 CK2552'POWER POLE, 20.7 METERS (68.0 FEET) NORTH-NORTHWEST OF THE CENTERLINE
 CK2552'OF THE HIGHWAY, 14.3 METERS (47.0 FEET) SOUTH-SOUTHEAST OF A 24-INCH
 CK2552'BLAZED PINE TREE.
 CK2552'THE MARK IS 1.40 METERS  WNW FROM A WITNESS POST.
 CK2552'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 700.
 CK2552
 CK2552                          STATION RECOVERY (2001)
 CK2552
 CK2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2552
 CK2552                          STATION RECOVERY (2001)
 CK2552
 CK2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2553 ***********************************************************************
 CK2553  DESIGNATION -  10 130
 CK2553  PID         -  CK2553
 CK2553  STATE/COUNTY-  SC/CHARLESTON
 CK2553  USGS QUAD   -  LEGAREVILLE (1971)
 CK2553
 CK2553                         *CURRENT SURVEY CONTROL
 CK2553  ___________________________________________________________________
 CK2553* NAD 83(1986)-  32 42 05.     (N)    080 07 08.     (W)     SCALED    
 CK2553* NAVD 88     -         6.633  (meters)      21.76   (feet)  ADJUSTED  
 CK2553  ___________________________________________________________________
 CK2553  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 CK2553  DYNAMIC HT  -           6.626 (meters)      21.74  (feet)  COMP
 CK2553  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CK2553
 CK2553  VERT ORDER  -  FIRST     CLASS II
 CK2553
 CK2553.The horizontal coordinates were scaled from a topographic map and have
 CK2553.an estimated accuracy of +/- 6 seconds.
 CK2553
 CK2553.The orthometric height was determined by differential leveling
 CK2553.and adjusted by the National Geodetic Survey in June 1991..
 CK2553
 CK2553.The geoid height was determined by GEOID03.
 CK2553
 CK2553.The dynamic height is computed by dividing the NAVD 88
 CK2553.geopotential number by the normal gravity value computed on the
 CK2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2553.degrees latitude (g = 980.6199 gals.).
 CK2553
 CK2553.The modeled gravity was interpolated from observed gravity values.
 CK2553
 CK2553;                    North         East    Units  Estimated Accuracy
 CK2553;SPC SC       -    96,620.      692,210.      MT  (+/- 180 meters Scaled)
 CK2553
 CK2553                          SUPERSEDED SURVEY CONTROL
 CK2553
 CK2553  NGVD 29 (03/21/89)    6.931  (m)           22.74   (f) ADJUSTED    1 2
 CK2553
 CK2553.Superseded values are not recommended for survey control.
 CK2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2553.See file dsdata.txt to determine how the superseded data were derived.
 CK2553
 CK2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS825185(NAD 83)
 CK2553_MARKER: DB = BENCH MARK DISK
 CK2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2553_SP_SET: CONCRETE POST
 CK2553_STAMPING: VERT 10 130 1983
 CK2553_MARK LOGO: SCGS  
 CK2553_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2553+STABILITY: SURFACE MOTION
 CK2553
 CK2553  HISTORY     - Date     Condition        Report By
 CK2553  HISTORY     - 1983     MONUMENTED       SCGS
 CK2553  HISTORY     - 20010331 GOOD             NGS
 CK2553  HISTORY     - 20011210 GOOD             NGS
 CK2553
 CK2553                          STATION DESCRIPTION
 CK2553
 CK2553'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2553'12.4 KM (7.7 MI) SE FROM HOLLYWOOD.
 CK2553'8.8 KILOMETERS (5.55 MILES) WEST ALONG STATE HIGHWAY 700 FROM JOHNS
 CK2553'ISLAND POST OFFICE, SET NEAR A POWER POLE AT THE INTERSECTION OF
 CK2553'COUNTY ROAD S-10-1766, 0.6 METER (2.0 FEET) NORTHEAST OF THE POWER
 CK2553'POLE, 10.9 METERS (36.0 FEET) SOUTH-SOUTHWEST OF A POWER POLE WITH
 CK2553'NINE ELECTRICAL WIRES, 11.2 METERS (37.0 FEET) EAST OF THE APPROXIMATE
 CK2553'CENTER OF A SAND ACCESS FIELD ROAD, 8.3 METERS (27.5 FEET) NORTH OF
 CK2553'THE CENTERLINE OF THE HIGHWAY.
 CK2553'THE MARK IS 0.80 METERS  S FROM A WITNESS POST.
 CK2553'THE MARK IS 0.50 M BELOW HIGHWAY.
 CK2553
 CK2553                          STATION RECOVERY (2001)
 CK2553
 CK2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2553
 CK2553                          STATION RECOVERY (2001)
 CK2553
 CK2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2588 ***********************************************************************
 CK2588  DESIGNATION -  10 131
 CK2588  PID         -  CK2588
 CK2588  STATE/COUNTY-  SC/CHARLESTON
 CK2588  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2588
 CK2588                         *CURRENT SURVEY CONTROL
 CK2588  ___________________________________________________________________
 CK2588* NAD 83(1986)-  32 41 46.     (N)    080 07 58.     (W)     SCALED    
 CK2588* NAVD 88     -         6.416  (meters)      21.05   (feet)  ADJUSTED  
 CK2588  ___________________________________________________________________
 CK2588  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK2588  DYNAMIC HT  -           6.409 (meters)      21.03  (feet)  COMP
 CK2588  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CK2588
 CK2588  VERT ORDER  -  FIRST     CLASS II
 CK2588
 CK2588.The horizontal coordinates were scaled from a topographic map and have
 CK2588.an estimated accuracy of +/- 6 seconds.
 CK2588
 CK2588.The orthometric height was determined by differential leveling
 CK2588.and adjusted by the National Geodetic Survey in June 1991..
 CK2588
 CK2588.The geoid height was determined by GEOID03.
 CK2588
 CK2588.The dynamic height is computed by dividing the NAVD 88
 CK2588.geopotential number by the normal gravity value computed on the
 CK2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2588.degrees latitude (g = 980.6199 gals.).
 CK2588
 CK2588.The modeled gravity was interpolated from observed gravity values.
 CK2588
 CK2588;                    North         East    Units  Estimated Accuracy
 CK2588;SPC SC       -    96,030.      690,920.      MT  (+/- 180 meters Scaled)
 CK2588
 CK2588                          SUPERSEDED SURVEY CONTROL
 CK2588
 CK2588  NGVD 29 (03/21/89)    6.714  (m)           22.03   (f) ADJUSTED    1 2
 CK2588
 CK2588.Superseded values are not recommended for survey control.
 CK2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2588.See file dsdata.txt to determine how the superseded data were derived.
 CK2588
 CK2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS812179(NAD 83)
 CK2588_MARKER: DB = BENCH MARK DISK
 CK2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2588_SP_SET: CONCRETE POST
 CK2588_STAMPING: VERT 10 131 1983
 CK2588_MARK LOGO: SCGS  
 CK2588_PROJECTION: RECESSED 7 CENTIMETERS
 CK2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2588+STABILITY: SURFACE MOTION
 CK2588
 CK2588  HISTORY     - Date     Condition        Report By
 CK2588  HISTORY     - 1983     MONUMENTED       SCGS
 CK2588  HISTORY     - 20010331 GOOD             NGS
 CK2588  HISTORY     - 20011210 GOOD             NGS
 CK2588
 CK2588                          STATION DESCRIPTION
 CK2588
 CK2588'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2588'10.9 KM (6.8 MI) SE FROM HOLLYWOOD.
 CK2588'10.4 KILOMETERS (6.45 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2588'JOHNS ISLAND POST OFFICE, SET NEAR THE SOUTHWEST CORNER OF A WOODEN
 CK2588'CHURCH ACROSS FROM A ONE-STORY CINDER BLOCK HOUSE, 11.0 METERS (36.0
 CK2588'FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 13.1 METERS
 CK2588'(43.0 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 33.8
 CK2588'METERS (111.0 FEET) NORTH OF TELEPHONE JUNCTION BOX NUMBER 111, 6.8
 CK2588'METERS (22.6 FEET) SOUTH-SOUTHEAST OF A 24-INCH OAK TREE.
 CK2588'THE MARK IS 1.00 METERS  ENE FROM A WITNESS POST.
 CK2588'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2588
 CK2588                          STATION RECOVERY (2001)
 CK2588
 CK2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2588
 CK2588                          STATION RECOVERY (2001)
 CK2588
 CK2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2589 ***********************************************************************
 CK2589  DESIGNATION -  10 132
 CK2589  PID         -  CK2589
 CK2589  STATE/COUNTY-  SC/CHARLESTON
 CK2589  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2589
 CK2589                         *CURRENT SURVEY CONTROL
 CK2589  ___________________________________________________________________
 CK2589* NAD 83(1986)-  32 41 20.     (N)    080 08 50.     (W)     SCALED    
 CK2589* NAVD 88     -         7.277  (meters)      23.87   (feet)  ADJUSTED  
 CK2589  ___________________________________________________________________
 CK2589  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 CK2589  DYNAMIC HT  -           7.269 (meters)      23.85  (feet)  COMP
 CK2589  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 CK2589
 CK2589  VERT ORDER  -  FIRST     CLASS II
 CK2589
 CK2589.The horizontal coordinates were scaled from a topographic map and have
 CK2589.an estimated accuracy of +/- 6 seconds.
 CK2589
 CK2589.The orthometric height was determined by differential leveling
 CK2589.and adjusted by the National Geodetic Survey in June 1991..
 CK2589
 CK2589.The geoid height was determined by GEOID03.
 CK2589
 CK2589.The dynamic height is computed by dividing the NAVD 88
 CK2589.geopotential number by the normal gravity value computed on the
 CK2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2589.degrees latitude (g = 980.6199 gals.).
 CK2589
 CK2589.The modeled gravity was interpolated from observed gravity values.
 CK2589
 CK2589;                    North         East    Units  Estimated Accuracy
 CK2589;SPC SC       -    95,210.      689,570.      MT  (+/- 180 meters Scaled)
 CK2589
 CK2589                          SUPERSEDED SURVEY CONTROL
 CK2589
 CK2589  NGVD 29 (03/21/89)    7.575  (m)           24.85   (f) ADJUSTED    1 2
 CK2589
 CK2589.Superseded values are not recommended for survey control.
 CK2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2589.See file dsdata.txt to determine how the superseded data were derived.
 CK2589
 CK2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS799171(NAD 83)
 CK2589_MARKER: DB = BENCH MARK DISK
 CK2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2589_SP_SET: CONCRETE POST
 CK2589_STAMPING: VERT 10 132 1983
 CK2589_MARK LOGO: SCGS  
 CK2589_PROJECTION: RECESSED 7 CENTIMETERS
 CK2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2589+STABILITY: SURFACE MOTION
 CK2589
 CK2589  HISTORY     - Date     Condition        Report By
 CK2589  HISTORY     - 1983     MONUMENTED       SCGS
 CK2589  HISTORY     - 20010331 GOOD             NGS
 CK2589  HISTORY     - 20011210 GOOD             NGS
 CK2589
 CK2589                          STATION DESCRIPTION
 CK2589
 CK2589'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2589'10.0 KM (6.2 MI) SE FROM HOLLYWOOD.
 CK2589'12.0 KILOMETERS (7.45 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2589'JOHNS ISLAND POST OFFICE, SET IN THE NORTHEAST ANGLE OF AN
 CK2589'INTERSECTION OF A SAND DRIVE, 9.0 METERS (29.8 FEET) WEST OF A
 CK2589'TELEPHONE JUNCTION BOX, 5.2 METERS (17.0 FEET) EAST-NORTHEAST OF THE
 CK2589'APPROXIMATE CENTER OF A SAND DRIVE, 11.1 METERS (36.8 FEET)
 CK2589'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 28.2 METERS (92.7
 CK2589'FEET) NORTH OF POWER POLE NUMBER 34 NW-42 R.
 CK2589'THE MARK IS 1.20 METERS  NNW FROM A WITNESS POST.
 CK2589'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2589
 CK2589                          STATION RECOVERY (2001)
 CK2589
 CK2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2589'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2589
 CK2589                          STATION RECOVERY (2001)
 CK2589
 CK2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2589'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2590 ***********************************************************************
 CK2590  DESIGNATION -  10 133
 CK2590  PID         -  CK2590
 CK2590  STATE/COUNTY-  SC/CHARLESTON
 CK2590  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2590
 CK2590                         *CURRENT SURVEY CONTROL
 CK2590  ___________________________________________________________________
 CK2590* NAD 83(1986)-  32 40 50.     (N)    080 09 48.     (W)     SCALED    
 CK2590* NAVD 88     -         7.591  (meters)      24.90   (feet)  ADJUSTED  
 CK2590  ___________________________________________________________________
 CK2590  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2590  DYNAMIC HT  -           7.583 (meters)      24.88  (feet)  COMP
 CK2590  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CK2590
 CK2590  VERT ORDER  -  FIRST     CLASS II
 CK2590
 CK2590.The horizontal coordinates were scaled from a topographic map and have
 CK2590.an estimated accuracy of +/- 6 seconds.
 CK2590
 CK2590.The orthometric height was determined by differential leveling
 CK2590.and adjusted by the National Geodetic Survey in June 1991..
 CK2590
 CK2590.The geoid height was determined by GEOID03.
 CK2590
 CK2590.The dynamic height is computed by dividing the NAVD 88
 CK2590.geopotential number by the normal gravity value computed on the
 CK2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2590.degrees latitude (g = 980.6199 gals.).
 CK2590
 CK2590.The modeled gravity was interpolated from observed gravity values.
 CK2590
 CK2590;                    North         East    Units  Estimated Accuracy
 CK2590;SPC SC       -    94,280.      688,060.      MT  (+/- 180 meters Scaled)
 CK2590
 CK2590                          SUPERSEDED SURVEY CONTROL
 CK2590
 CK2590  NGVD 29 (03/21/89)    7.889  (m)           25.88   (f) ADJUSTED    1 2
 CK2590
 CK2590.Superseded values are not recommended for survey control.
 CK2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2590.See file dsdata.txt to determine how the superseded data were derived.
 CK2590
 CK2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS784161(NAD 83)
 CK2590_MARKER: DB = BENCH MARK DISK
 CK2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2590_SP_SET: CONCRETE POST
 CK2590_STAMPING: VERT 10 133 1983
 CK2590_MARK LOGO: SCGS  
 CK2590_PROJECTION: RECESSED 7 CENTIMETERS
 CK2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2590+STABILITY: SURFACE MOTION
 CK2590
 CK2590  HISTORY     - Date     Condition        Report By
 CK2590  HISTORY     - 1983     MONUMENTED       SCGS
 CK2590  HISTORY     - 20010331 GOOD             NGS
 CK2590  HISTORY     - 20011210 GOOD             NGS
 CK2590
 CK2590                          STATION DESCRIPTION
 CK2590
 CK2590'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2590'9.6 KM (6.0 MI) SE FROM HOLLYWOOD.
 CK2590'13.6 KILOMETERS (8.5 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2590'JOHNS ISLAND POST OFFICE, SET NEAR A POWER POLE ON THE WEST LAWN OF
 CK2590'THE WADMALAW BETHEL A.M.E. CHURCH, 44.8 METERS (147.0 FEET)
 CK2590'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A CLASSROOM BUILDING, 1.2
 CK2590'METERS (4.3 FEET) NORTHWEST OF THE POWER POLE, 12.1 METERS (40.0 FEET)
 CK2590'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.9 METERS (80.2
 CK2590'FEET) NORTHEAST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE.
 CK2590'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2590
 CK2590                          STATION RECOVERY (2001)
 CK2590
 CK2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2590'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2590
 CK2590                          STATION RECOVERY (2001)
 CK2590
 CK2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2590'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2587 ***********************************************************************
 CK2587  DESIGNATION -  10 134
 CK2587  PID         -  CK2587
 CK2587  STATE/COUNTY-  SC/CHARLESTON
 CK2587  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2587
 CK2587                         *CURRENT SURVEY CONTROL
 CK2587  ___________________________________________________________________
 CK2587* NAD 83(1986)-  32 39 59.     (N)    080 10 09.     (W)     SCALED    
 CK2587* NAVD 88     -         5.276  (meters)      17.31   (feet)  ADJUSTED  
 CK2587  ___________________________________________________________________
 CK2587  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK2587  DYNAMIC HT  -           5.270 (meters)      17.29  (feet)  COMP
 CK2587  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CK2587
 CK2587  VERT ORDER  -  FIRST     CLASS II
 CK2587
 CK2587.The horizontal coordinates were scaled from a topographic map and have
 CK2587.an estimated accuracy of +/- 6 seconds.
 CK2587
 CK2587.The orthometric height was determined by differential leveling
 CK2587.and adjusted by the National Geodetic Survey in June 1991..
 CK2587
 CK2587.The geoid height was determined by GEOID03.
 CK2587
 CK2587.The dynamic height is computed by dividing the NAVD 88
 CK2587.geopotential number by the normal gravity value computed on the
 CK2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2587.degrees latitude (g = 980.6199 gals.).
 CK2587
 CK2587.The modeled gravity was interpolated from observed gravity values.
 CK2587
 CK2587;                    North         East    Units  Estimated Accuracy
 CK2587;SPC SC       -    92,700.      687,530.      MT  (+/- 180 meters Scaled)
 CK2587
 CK2587                          SUPERSEDED SURVEY CONTROL
 CK2587
 CK2587  NGVD 29 (03/21/89)    5.574  (m)           18.29   (f) ADJUSTED    1 2
 CK2587
 CK2587.Superseded values are not recommended for survey control.
 CK2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2587.See file dsdata.txt to determine how the superseded data were derived.
 CK2587
 CK2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS779146(NAD 83)
 CK2587_MARKER: DB = BENCH MARK DISK
 CK2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2587_SP_SET: CONCRETE POST
 CK2587_STAMPING: VERT 10 134 1983
 CK2587_MARK LOGO: SCGS  
 CK2587_PROJECTION: RECESSED 7 CENTIMETERS
 CK2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2587+STABILITY: SURFACE MOTION
 CK2587
 CK2587  HISTORY     - Date     Condition        Report By
 CK2587  HISTORY     - 1983     MONUMENTED       SCGS
 CK2587  HISTORY     - 20010331 GOOD             NGS
 CK2587  HISTORY     - 20011210 GOOD             NGS
 CK2587
 CK2587                          STATION DESCRIPTION
 CK2587
 CK2587'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2587'10.3 KM (6.4 MI) SE FROM HOLLYWOOD.
 CK2587'15.4 KILOMETERS (9.6 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2587'JOHNS ISLAND POST OFFICE, SET NEAR THE NORTHWEST CORNER OF A CHAIN
 CK2587'LINK FENCE SURROUNDING AN ELECTRICAL TRANSFORMING STATION ON THE SOUTH
 CK2587'SIDE OF THE SALEM UNITED PRESBYTERIAN CHURCH, 0.5 METER (1.7 FEET)
 CK2587'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE CHAIN LINK FENCE, 11.6
 CK2587'METERS (38.0 FEET) SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 26.8 METERS
 CK2587'(88.1 FEET) WEST OF THE WEST CORNER OF THE CHURCH, 6.8 METERS (21.9
 CK2587'FEET) SOUTH OF A POWER POLE WITH ELECTRICAL WIRES AND A LIGHT
 CK2587'ATTACHED.
 CK2587'THE MARK IS 0.50 METERS  SSW FROM A WITNESS POST.
 CK2587'THE MARK IS 0.30 M ABOVE HIGHWAY.
 CK2587
 CK2587                          STATION RECOVERY (2001)
 CK2587
 CK2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2587'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2587
 CK2587                          STATION RECOVERY (2001)
 CK2587
 CK2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2587'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2595 ***********************************************************************
 CK2595  DESIGNATION -  10 135
 CK2595  PID         -  CK2595
 CK2595  STATE/COUNTY-  SC/CHARLESTON
 CK2595  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2595
 CK2595                         *CURRENT SURVEY CONTROL
 CK2595  ___________________________________________________________________
 CK2595* NAD 83(2001)-  32 39 13.20388(N)    080 10 18.15459(W)     ADJUSTED  
 CK2595* NAVD 88     -         3.509  (meters)      11.51   (feet)  ADJUSTED  
 CK2595  ___________________________________________________________________
 CK2595  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CK2595  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK2595  DYNAMIC HT  -           3.505 (meters)      11.50  (feet)  COMP
 CK2595  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 CK2595
 CK2595  HORZ ORDER  -  SECOND
 CK2595  VERT ORDER  -  FIRST     CLASS II
 CK2595
 CK2595.The horizontal coordinates were established by classical geodetic methods
 CK2595.and adjusted by the National Geodetic Survey in March 2004..
 CK2595.No horizontal observational check was made to the station.
 CK2595
 CK2595.The orthometric height was determined by differential leveling
 CK2595.and adjusted by the National Geodetic Survey in June 1991..
 CK2595
 CK2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2595
 CK2595.The geoid height was determined by GEOID03.
 CK2595
 CK2595.The dynamic height is computed by dividing the NAVD 88
 CK2595.geopotential number by the normal gravity value computed on the
 CK2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2595.degrees latitude (g = 980.6199 gals.).
 CK2595
 CK2595.The modeled gravity was interpolated from observed gravity values.
 CK2595
 CK2595;                    North         East     Units Scale Factor Converg.
 CK2595;SPC SC       -    91,289.029   687,302.640   MT  0.99994942   +0 27 33.1
 CK2595;SPC SC       -   299,504.69  2,254,929.92   iFT  0.99994942   +0 27 33.1
 CK2595;UTM  17      - 3,613,196.540   577,677.459   MT  0.99967440   +0 26 49.0
 CK2595
 CK2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2595!SPC SC       -   1.00000458  x   0.99994942  =   0.99995400
 CK2595!UTM  17      -   1.00000458  x   0.99967440  =   0.99967898
 CK2595
 CK2595                          SUPERSEDED SURVEY CONTROL
 CK2595
 CK2595  NAD 83(1986)-  32 39 13.21409(N)    080 10 18.15733(W) AD(       ) 2
 CK2595  NGVD 29 (03/21/89)    3.807  (m)           12.49   (f) ADJUSTED    1 2
 CK2595
 CK2595.Superseded values are not recommended for survey control.
 CK2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2595.See file dsdata.txt to determine how the superseded data were derived.
 CK2595
 CK2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7767713197(NAD 83)
 CK2595_MARKER: DB = BENCH MARK DISK
 CK2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2595_SP_SET: CONCRETE POST
 CK2595_STAMPING: VERT 10 135 1983
 CK2595_MARK LOGO: SCGS  
 CK2595_PROJECTION: RECESSED 7 CENTIMETERS
 CK2595_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2595+STABILITY: SURFACE MOTION
 CK2595
 CK2595  HISTORY     - Date     Condition        Report By
 CK2595  HISTORY     - 1983     MONUMENTED       SCGS
 CK2595  HISTORY     - 1983     GOOD             SCGS
 CK2595  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2595  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2595
 CK2595                          STATION DESCRIPTION
 CK2595
 CK2595'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK2595'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) SOUTHWEST OF MEGGETT,
 CK2595'9.6 KM (6.0 MI) NORTHWEST OF KIAWAH ISLAND AND 5.6 KM (3.5 MI)
 CK2595'NORTH NORTHEAST OF ROCKVILLE.
 CK2595'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK2595'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK2595'SC 29210, PHONE 803-758-6434.
 CK2595'
 CK2595'TO REACH THE STATION FROM THE WADMALAW POST OFFICE, GO SOUTHWEST
 CK2595'ALONG STATE HIGHWAY 700 FOR 0.5 KM (0.35 MI) TO THE STATION ON THE
 CK2595'LEFT BY A POWER POLE AND A TELEPHONE JUNCTION BOX.
 CK2595'
 CK2595'THE STATION IS A STANDARD SCGS DISK
 CK2595'STAMPED---VERT 10 135 1983---,
 CK2595'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2595'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2595'23.93 METERS (78.5 FT) WEST-SOUTHWEST FROM THE WEST CORNER OF A
 CK2595'SINGLE STORY BRICK HOUSE WITH TWO PATIOS,
 CK2595'18.53 METERS (60.8 FT) NORTH-NORTHEAST FROM THE NORTH CORNER OF A
 CK2595'SINGLE STORY BRICK HOUSE,
 CK2595'10.24 METERS (33.6 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 CK2595'HIGHWAY 700 AND
 CK2595'0.85 METER (2.8 FT) SOUTH FROM THE POWER POLE.
 CK2595'
 CK2595'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 CK2595'
 CK2595'AN EDM TRAVERSE WAS MADE TO 10 267 SCGS.
 CK2595'
 CK2595'DESCRIBED BY MARK D. THACKRAH.
 CK2595
 CK2595                          STATION RECOVERY (1983)
 CK2595
 CK2595'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2595'11.1 KM (6.9 MI) SE FROM HOLLYWOOD.
 CK2595'16.8 KILOMETERS (10.45 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2595'JOHNS ISLAND POST OFFICE, SET NEAR A POWER POLE WITH A TELEPHONE
 CK2595'JUNCTION BOX NEAR IT, 18.4 METERS (60.5 FEET) NORTH OF THE NORTH
 CK2595'CORNER OF A SMALL ONE-STORY BRICK HOUSE, 26.4 METERS (86.6 FEET)
 CK2595'WEST-NORTHWEST OF THE WEST CORNER OF A ONE-STORY BRICK HOUSE,
 CK2595'9.6 METERS (31.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CK2595'1.1 METERS (3.5 FEET) SOUTH OF THE POWER POLE.
 CK2595'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2595
 CK2595                          STATION RECOVERY (2001)
 CK2595
 CK2595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2595'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2595
 CK2595                          STATION RECOVERY (2001)
 CK2595
 CK2595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2595'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2597 ***********************************************************************
 CK2597  DESIGNATION -  10 136
 CK2597  PID         -  CK2597
 CK2597  STATE/COUNTY-  SC/CHARLESTON
 CK2597  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2597
 CK2597                         *CURRENT SURVEY CONTROL
 CK2597  ___________________________________________________________________
 CK2597* NAD 83(1986)-  32 38 24.     (N)    080 10 58.     (W)     SCALED    
 CK2597* NAVD 88     -         4.705  (meters)      15.44   (feet)  ADJUSTED  
 CK2597  ___________________________________________________________________
 CK2597  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 CK2597  DYNAMIC HT  -           4.700 (meters)      15.42  (feet)  COMP
 CK2597  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CK2597
 CK2597  VERT ORDER  -  FIRST     CLASS II
 CK2597
 CK2597.The horizontal coordinates were scaled from a topographic map and have
 CK2597.an estimated accuracy of +/- 6 seconds.
 CK2597
 CK2597.The orthometric height was determined by differential leveling
 CK2597.and adjusted by the National Geodetic Survey in June 1991..
 CK2597
 CK2597.The geoid height was determined by GEOID03.
 CK2597
 CK2597.The dynamic height is computed by dividing the NAVD 88
 CK2597.geopotential number by the normal gravity value computed on the
 CK2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2597.degrees latitude (g = 980.6199 gals.).
 CK2597
 CK2597.The modeled gravity was interpolated from observed gravity values.
 CK2597
 CK2597;                    North         East    Units  Estimated Accuracy
 CK2597;SPC SC       -    89,770.      686,280.      MT  (+/- 180 meters Scaled)
 CK2597
 CK2597                          SUPERSEDED SURVEY CONTROL
 CK2597
 CK2597  NGVD 29 (03/21/89)    5.003  (m)           16.41   (f) ADJUSTED    1 2
 CK2597
 CK2597.Superseded values are not recommended for survey control.
 CK2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2597.See file dsdata.txt to determine how the superseded data were derived.
 CK2597
 CK2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS766116(NAD 83)
 CK2597_MARKER: DD = SURVEY DISK
 CK2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2597_SP_SET: CONCRETE POST
 CK2597_STAMPING: VERT 10 136 1983
 CK2597_MARK LOGO: SCGS  
 CK2597_PROJECTION: RECESSED 13 CENTIMETERS
 CK2597_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2597+STABILITY: SURFACE MOTION
 CK2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2597+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 CK2597
 CK2597  HISTORY     - Date     Condition        Report By
 CK2597  HISTORY     - 1983     MONUMENTED       SCGS
 CK2597  HISTORY     - 19950615 GOOD             USPSQD
 CK2597  HISTORY     - 19971008 GOOD             SCGS
 CK2597
 CK2597                          STATION DESCRIPTION
 CK2597
 CK2597'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2597'11.9 KM (7.4 MI) SE FROM HOLLYWOOD.
 CK2597'18.6 KILOMETERS (11.55 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2597'JOHNS ISLAND POST OFFICE, SET AT THE NORTHWEST CORNER OF THE EDITH L.
 CK2597'FRIERSON ELEMENTARY SCHOOL, 0.6 METER (2.0 FEET) NORTH-NORTHWEST OF
 CK2597'THE NORTHWEST CORNER OF THE SCHOOL, 10.2 METERS (33.9 FEET)
 CK2597'SOUTH-SOUTHWEST OF A FLAGPOLE, 29.7 METERS (97.4 FEET) EAST OF A POWER
 CK2597'POLE WITH A TRANSFORMER, 86.0 METERS (282.0 FEET) SOUTHEAST OF THE
 CK2597'CENTER LINE OF THE HIGHWAY.
 CK2597'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2597
 CK2597                          STATION RECOVERY (1995)
 CK2597
 CK2597'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2597'RECOVERED IN GOOD CONDITION.
 CK2597
 CK2597                          STATION RECOVERY (1997)
 CK2597
 CK2597'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 CK2597'STATION IS LOCATED 2.8 MILES NORTH NORTHEAST OF ROCKVILLE, 17.3 MILES
 CK2597'SOUTHWEST OF
 CK2597'CHARLESTON.  OWNERSHIP--EDITH FRIERSON ELEMENTARY SCHOOL.
 CK2597'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2597'ROAD) AND 700
 CK2597'(MAYBANK HIGHWAY) IN JAMES ISLAND, GO WEST SOUTHWEST ON HIGHWAY 700
 CK2597'FOR 14.25
 CK2597'MILES TO THE JUNCTION OF STATE ROAD 68 (LIBERIA ROAD), CONTINUE ON
 CK2597'HIGHWAY 700 FOR
 CK2597'2.1 MILES TO THE NORTHEAST ENTRANCE TO EDITH FRIERSON ELEMENTARY
 CK2597'SCHOOL, TURN LEFT
 CK2597'ON THE PAVED ENTRANCE FOR 0.05 MILE TO THE STATION ON THE LEFT NEAR
 CK2597'THE WEST CORNER
 CK2597'OF THE SCHOOL BUILDING.
 CK2597'STATION IS A CONCRETE POST RECESSED 0.4 FOOT AND LEVEL WITH THE DRIVE,
 CK2597'34.2 FEET SOUTH
 CK2597'OF A FLAG POLE, 2.6 FEET NORTH OF THE WEST CORNER OF THE SCHOOL, 52.5
 CK2597'FEET EAST
 CK2597'NORTHEAST OF A POWER POLE WITH TWO SECURITY LIGHTS AND A TRANSFORMER,
 CK2597'21.0 FEET EAST
 CK2597'SOUTHEAST OF THE CENTER OF THE PAVED DRIVE.
 CK2597'RECOVERED BY R.W. ROBERTS.
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597' 
 CK2597'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2601 ***********************************************************************
 CK2601  DESIGNATION -  10 137
 CK2601  PID         -  CK2601
 CK2601  STATE/COUNTY-  SC/CHARLESTON
 CK2601  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2601
 CK2601                         *CURRENT SURVEY CONTROL
 CK2601  ___________________________________________________________________
 CK2601* NAD 83(1986)-  32 38 03.     (N)    080 11 18.     (W)     SCALED    
 CK2601* NAVD 88     -         4.490  (meters)      14.73   (feet)  ADJUSTED  
 CK2601  ___________________________________________________________________
 CK2601  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 CK2601  DYNAMIC HT  -           4.485 (meters)      14.71  (feet)  COMP
 CK2601  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 CK2601
 CK2601  VERT ORDER  -  FIRST     CLASS II
 CK2601
 CK2601.The horizontal coordinates were scaled from a topographic map and have
 CK2601.an estimated accuracy of +/- 6 seconds.
 CK2601
 CK2601.The orthometric height was determined by differential leveling
 CK2601.and adjusted by the National Geodetic Survey in June 1991..
 CK2601
 CK2601.The geoid height was determined by GEOID03.
 CK2601
 CK2601.The dynamic height is computed by dividing the NAVD 88
 CK2601.geopotential number by the normal gravity value computed on the
 CK2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2601.degrees latitude (g = 980.6199 gals.).
 CK2601
 CK2601.The modeled gravity was interpolated from observed gravity values.
 CK2601
 CK2601;                    North         East    Units  Estimated Accuracy
 CK2601;SPC SC       -    89,110.      685,760.      MT  (+/- 180 meters Scaled)
 CK2601
 CK2601                          SUPERSEDED SURVEY CONTROL
 CK2601
 CK2601  NGVD 29 (03/21/89)    4.788  (m)           15.71   (f) ADJUSTED    1 2
 CK2601
 CK2601.Superseded values are not recommended for survey control.
 CK2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2601.See file dsdata.txt to determine how the superseded data were derived.
 CK2601
 CK2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS761110(NAD 83)
 CK2601_MARKER: DD = SURVEY DISK
 CK2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2601_SP_SET: CONCRETE POST
 CK2601_STAMPING: VERT 10 137 1983
 CK2601_MARK LOGO: SCGS  
 CK2601_PROJECTION: RECESSED 8 CENTIMETERS
 CK2601_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2601+STABILITY: SURFACE MOTION
 CK2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2601+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1997
 CK2601
 CK2601  HISTORY     - Date     Condition        Report By
 CK2601  HISTORY     - 1983     MONUMENTED       SCGS
 CK2601  HISTORY     - 19950615 GOOD             USPSQD
 CK2601  HISTORY     - 19971007 GOOD             SCGS
 CK2601
 CK2601                          STATION DESCRIPTION
 CK2601
 CK2601'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2601'12.6 KM (7.8 MI) SE FROM HOLLYWOOD.
 CK2601'19.5 KILOMETERS (12.1 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2601'JOHNS ISLAND POST OFFICE, SET NEAR A POWER POLE IN THE FRONT YARD OF A
 CK2601'ONE-STORY CINDER BLOCK HOUSE, 2.3 METERS (7.7 FEET) SOUTH OF THE POWER
 CK2601'POLE, 10.8 METERS (35.8 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 CK2601'HIGHWAY, 23.0 METERS (75.6 FEET) NORTH OF THE NORTH CORNER OF A
 CK2601'ONE-STORY WOOD HOUSE, 22.8 METERS (74.7 FEET) NORTHWEST OF THE
 CK2601'SOUTHWEST CORNER OF THE ONE-STORY CINDER BLOCK HOUSE.
 CK2601'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2601
 CK2601                          STATION RECOVERY (1995)
 CK2601
 CK2601'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2601'RECOVERED IN GOOD CONDITION.
 CK2601
 CK2601                          STATION RECOVERY (1997)
 CK2601
 CK2601'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 CK2601'STATION IS LOCATED 2.5 MILES NORTH OF ROCKVILLE, 17.8 MILES SOUTHWEST
 CK2601'OF CHARLESTON.
 CK2601'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2601'SC 29202, PHONE
 CK2601'803-737-1350.
 CK2601'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2601'ROAD) AND 700
 CK2601'(MAYBANK HIGHWAY) IN JAMES ISLAND, GO WEST SOUTHWEST ON HIGHWAY 700
 CK2601'FOR 14.25
 CK2601'MILES TO THE JUNCTION OF STATE ROAD 68 (LIBERIA ROAD), CONTINUE ON
 CK2601'HIGHWAY 700 FOR
 CK2601'2.55 MILES TO THE STATION ON THE LEFT NEAR A TELEPHONE JUNCTION BOX IN
 CK2601'THE SOUTH
 CK2601'ANGLE OF A GRAVEL DRIVEWAY LEADING TO A CONCRETE BLOCK HOUSE.
 CK2601'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL WITH THE
 CK2601'HIGHWAY, 6.9 FEET
 CK2601'SOUTH OF THE TELEPHONE JUNCTION BOX 168/MH/6277/MH, 19.2 FEET NORTH
 CK2601'NORTHEAST OF
 CK2601'A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 35.3 FEET SOUTH
 CK2601'SOUTHEAST
 CK2601'OF THE CENTER OF THE HIGHWAY, 74.7 FEET NORTHWEST OF THE WEST CORNER
 CK2601'OF THE
 CK2601'HOUSE, 14.5 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY.
 CK2601'RECOVERED BY R.W. ROBERTS.
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601' 
 CK2601'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2602 ***********************************************************************
 CK2602  DESIGNATION -  10 138
 CK2602  PID         -  CK2602
 CK2602  STATE/COUNTY-  SC/CHARLESTON
 CK2602  USGS QUAD   -  ROCKVILLE (1971)
 CK2602
 CK2602                         *CURRENT SURVEY CONTROL
 CK2602  ___________________________________________________________________
 CK2602* NAD 83(1986)-  32 37 31.     (N)    080 11 23.     (W)     SCALED    
 CK2602* NAVD 88     -         1.685  (meters)       5.53   (feet)  ADJUSTED  
 CK2602  ___________________________________________________________________
 CK2602  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 CK2602  DYNAMIC HT  -           1.684 (meters)       5.52  (feet)  COMP
 CK2602  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 CK2602
 CK2602  VERT ORDER  -  FIRST     CLASS II
 CK2602
 CK2602.The horizontal coordinates were scaled from a topographic map and have
 CK2602.an estimated accuracy of +/- 6 seconds.
 CK2602
 CK2602.The orthometric height was determined by differential leveling
 CK2602.and adjusted by the National Geodetic Survey in June 1991..
 CK2602
 CK2602.The geoid height was determined by GEOID03.
 CK2602
 CK2602.The dynamic height is computed by dividing the NAVD 88
 CK2602.geopotential number by the normal gravity value computed on the
 CK2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2602.degrees latitude (g = 980.6199 gals.).
 CK2602
 CK2602.The modeled gravity was interpolated from observed gravity values.
 CK2602
 CK2602;                    North         East    Units  Estimated Accuracy
 CK2602;SPC SC       -    88,130.      685,640.      MT  (+/- 180 meters Scaled)
 CK2602
 CK2602                          SUPERSEDED SURVEY CONTROL
 CK2602
 CK2602  NGVD 29 (03/21/89)    1.983  (m)            6.51   (f) ADJUSTED    1 2
 CK2602
 CK2602.Superseded values are not recommended for survey control.
 CK2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2602.See file dsdata.txt to determine how the superseded data were derived.
 CK2602
 CK2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS760100(NAD 83)
 CK2602_MARKER: DD = SURVEY DISK
 CK2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2602_SP_SET: CONCRETE POST
 CK2602_STAMPING: VERT 10 138 1983
 CK2602_MARK LOGO: SCGS  
 CK2602_PROJECTION: RECESSED 8 CENTIMETERS
 CK2602_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2602+STABILITY: SURFACE MOTION
 CK2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2602+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1997
 CK2602
 CK2602  HISTORY     - Date     Condition        Report By
 CK2602  HISTORY     - 1983     MONUMENTED       SCGS
 CK2602  HISTORY     - 19950615 GOOD             USPSQD
 CK2602  HISTORY     - 19971007 GOOD             SCGS
 CK2602
 CK2602                          STATION DESCRIPTION
 CK2602
 CK2602'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2602'13.2 KM (8.2 MI) SE FROM HOLLYWOOD.
 CK2602'20.6 KILOMETERS (12.8 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2602'JOHNS ISLAND POST OFFICE, SET AT THE NORTHEAST CORNER OF THE LITTLE
 CK2602'ROCK BAPTIST CHURCH NEAR A FOUR-FOOT HIGH CINDER BLOCK PUMP HOUSE, 1.7
 CK2602'METERS (5.5 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE PUMP HOUSE,
 CK2602'17.2 METERS (56.5 FEET) SOUTH OF THE APPROXIMATE CENTER OF A SAND
 CK2602'ROAD, 14.9 METERS (49.0 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CK2602'HIGHWAY, 15.5 METERS (51.0 FEET) NORTH-NORTHWEST OF POWER POLE NUMBER
 CK2602'33SE99R, 1.8 METERS (5.9 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER
 CK2602'OF THE CHURCH.
 CK2602'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2602
 CK2602                          STATION RECOVERY (1995)
 CK2602
 CK2602'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2602'RECOVERED IN GOOD CONDITION.
 CK2602
 CK2602                          STATION RECOVERY (1997)
 CK2602
 CK2602'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 CK2602'STATION IS LOCATED 1.9 MILES NORTH OF ROCKVILLE, 18.2 MILES SOUTHWEST
 CK2602'OF CHARLESTON.
 CK2602'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2602'SC 29202, PHONE
 CK2602'803-737-1350.
 CK2602'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2602'ROAD) AND 700
 CK2602'(MAYBANK HIGHWAY) IN JAMES ISLAND, GO WEST SOUTHWEST ON HIGHWAY 700
 CK2602'FOR 17.45 MILES
 CK2602'TO THE JUNCTION OF STATE ROAD 765, CONTINUE ON HIGHWAY 700 FOR 0.05
 CK2602'MILE TO THE
 CK2602'STATION ON THE RIGHT NEAR THE NORTHEAST CORNER  OF A CHURCH (LITTLE
 CK2602'ROCK BAPTIST) IN
 CK2602'THE SOUTH ANGLE OF A SAND ROAD RIGHT (LEADENWAH DRIVE).
 CK2602'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL WITH THE
 CK2602'HIGHWAY, 56.5 FEET SOUTH
 CK2602'SOUTHEAST OF THE CENTER OF LEADENWAH DRIVE, 50.2 FEET WEST SOUTHWEST
 CK2602'OF THE CENTER
 CK2602'OF THE HIGHWAY, 5.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CK2602'CONCRETE BLOCK PUMP
 CK2602'SHED, 3.0 FEET NORTH NORTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE
 CK2602'BLOCK PORCH
 CK2602'AT THE FRONT OF THE CHURCH.
 CK2602'RECOVERED BY R.W. ROBERTS.
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602' 
 CK2602'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2584 ***********************************************************************
 CK2584  DESIGNATION -  10 139
 CK2584  PID         -  CK2584
 CK2584  STATE/COUNTY-  SC/CHARLESTON
 CK2584  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2584
 CK2584                         *CURRENT SURVEY CONTROL
 CK2584  ___________________________________________________________________
 CK2584* NAD 83(2001)-  32 40 07.06823(N)    080 11 09.99916(W)     ADJUSTED  
 CK2584* NAVD 88     -         8.082  (meters)      26.52   (feet)  ADJUSTED  
 CK2584  ___________________________________________________________________
 CK2584  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CK2584  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 CK2584  DYNAMIC HT  -           8.073 (meters)      26.49  (feet)  COMP
 CK2584  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 CK2584
 CK2584  HORZ ORDER  -  SECOND
 CK2584  VERT ORDER  -  FIRST     CLASS II
 CK2584
 CK2584.The horizontal coordinates were established by classical geodetic methods
 CK2584.and adjusted by the National Geodetic Survey in March 2004..
 CK2584.No horizontal observational check was made to the station.
 CK2584
 CK2584.The orthometric height was determined by differential leveling
 CK2584.and adjusted by the National Geodetic Survey in June 1991..
 CK2584
 CK2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2584
 CK2584.The geoid height was determined by GEOID03.
 CK2584
 CK2584.The dynamic height is computed by dividing the NAVD 88
 CK2584.geopotential number by the normal gravity value computed on the
 CK2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2584.degrees latitude (g = 980.6199 gals.).
 CK2584
 CK2584.The modeled gravity was interpolated from observed gravity values.
 CK2584
 CK2584;                    North         East     Units Scale Factor Converg.
 CK2584;SPC SC       -    92,937.454   685,938.606   MT  0.99994487   +0 27 04.4
 CK2584;SPC SC       -   304,912.91  2,250,454.74   iFT  0.99994487   +0 27 04.4
 CK2584;UTM  17      - 3,614,844.801   576,314.146   MT  0.99967181   +0 26 21.6
 CK2584
 CK2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2584!SPC SC       -   1.00000386  x   0.99994487  =   0.99994873
 CK2584!UTM  17      -   1.00000386  x   0.99967181  =   0.99967567
 CK2584
 CK2584                          SUPERSEDED SURVEY CONTROL
 CK2584
 CK2584  NAD 83(1986)-  32 40 07.07855(N)    080 11 10.00173(W) AD(       ) 2
 CK2584  NGVD 29 (03/21/89)    8.379  (m)           27.49   (f) ADJUSTED    1 2
 CK2584
 CK2584.Superseded values are not recommended for survey control.
 CK2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2584.See file dsdata.txt to determine how the superseded data were derived.
 CK2584
 CK2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7631414845(NAD 83)
 CK2584_MARKER: DB = BENCH MARK DISK
 CK2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2584_SP_SET: CONCRETE POST
 CK2584_STAMPING: VERT 10 139 1983
 CK2584_MARK LOGO: SCGS  
 CK2584_PROJECTION: RECESSED 7 CENTIMETERS
 CK2584_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2584+STABILITY: SURFACE MOTION
 CK2584
 CK2584  HISTORY     - Date     Condition        Report By
 CK2584  HISTORY     - 1983     MONUMENTED       SCGS
 CK2584  HISTORY     - 1983     GOOD             SCGS
 CK2584  HISTORY     - 19930617 GOOD             USPSQD
 CK2584  HISTORY     - 19950615 GOOD             USPSQD
 CK2584
 CK2584                          STATION DESCRIPTION
 CK2584
 CK2584'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK2584'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTH-SOUTHEAST OF
 CK2584'RAVENEL, 5.1 KM (3.2 MI) NORTH OF ROCKVILLE AND ON SELLKIRK
 CK2584'PLANTATION ON WADMALAW ISLAND.
 CK2584'OWNERSHIP--MR DANIEL PARKER, LIBERIA ROAD, JOHNS ISLAND SC 29455,
 CK2584'PHONE 803-762-1620.
 CK2584'
 CK2584'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2584'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 15.1 KM (9.4 MI) TO A PAVED
 CK2584'ROAD RIGHT (COUNTY ROAD S-10-68).  TURN RIGHT AND GO WESTERLY ALONG
 CK2584'COUNTY ROAD FOR 1.5 KM (0.95 MI) TO THE ENTRANCE TO SELLKIRK
 CK2584'PLANTATION AND THE STATION ON THE LEFT.
 CK2584'
 CK2584'THE STATION IS A STANDARD SCGS DISK
 CK2584'STAMPED---VERT 10 139 1983---,
 CK2584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2584'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2584'36.21 METERS (118.8 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 CK2584'OF A CATTLE GUARD AT THE ENTRANCE TO THE PLANTATION,
 CK2584'16.22 METERS (53.2 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 CK2584'COUNTY ROAD,
 CK2584'2.22 METERS (7.3 FT) NORTHWEST FROM A 24-INCH OAK TREE USED AS A
 CK2584'FENCE CORNER AND
 CK2584'0.7 METER (2.3 FT) NORTHEAST FROM A WIRE FENCE LINE.
 CK2584'
 CK2584'HEIGHT OF LIGHT SHOWN WAS 1.1 METERS ABOVE THE MARK.
 CK2584'
 CK2584'AN EDM TRAVERSE WAS MADE TO 10 264 SCGS AZ MK.
 CK2584'
 CK2584'DESCRIBED BY MARK D. THACKRAH.
 CK2584
 CK2584                          STATION RECOVERY (1983)
 CK2584
 CK2584'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2584'9.6 KM (6.0 MI) SE FROM HOLLYWOOD.
 CK2584'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE JOHN
 CK2584'ISLAND POST OFFICE, THENCE 7.4 KILOMETERS (4.6 MILES) NORTHWEST ALONG
 CK2584'COUNTY ROAD S-10-316, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTH ALONG
 CK2584'COUNTY ROAD S-10-68, SET NEAR A 48-INCH BLACK WALNUT TREE, 15.6 METERS
 CK2584'(51.4 FEET) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD S-10-68,
 CK2584'2.3 METERS (7.7 FEET) NORTHWEST OF A 48-INCH TREE USED AS A FENCE
 CK2584'CORNER, 35.7 METERS (117.0 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 CK2584'CENTER OF A STEEL CATTLE GUARD, 35.4 METERS (116.5 FEET) WEST OF A
 CK2584'POWER POLE, 0.6 METER (1.9 FEET) EAST-NORTHEAST OF A FENCE POST WITH A
 CK2584'WITNESS SIGN ATTACHED.
 CK2584'THE MARK IS 1.00 M ABOVE COUNTY ROAD S-10-68.
 CK2584
 CK2584                          STATION RECOVERY (1993)
 CK2584
 CK2584'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2584'RECOVERED IN GOOD CONDITION.
 CK2584
 CK2584                          STATION RECOVERY (1995)
 CK2584
 CK2584'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2566 ***********************************************************************
 CK2566  DESIGNATION -  10 140
 CK2566  PID         -  CK2566
 CK2566  STATE/COUNTY-  SC/CHARLESTON
 CK2566  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2566
 CK2566                         *CURRENT SURVEY CONTROL
 CK2566  ___________________________________________________________________
 CK2566* NAD 83(1986)-  32 40 46.     (N)    080 11 32.     (W)     SCALED    
 CK2566* NAVD 88     -         5.830  (meters)      19.13   (feet)  ADJUSTED  
 CK2566  ___________________________________________________________________
 CK2566  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 CK2566  DYNAMIC HT  -           5.823 (meters)      19.10  (feet)  COMP
 CK2566  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 CK2566
 CK2566  VERT ORDER  -  FIRST     CLASS II
 CK2566
 CK2566.The horizontal coordinates were scaled from a topographic map and have
 CK2566.an estimated accuracy of +/- 6 seconds.
 CK2566
 CK2566.The orthometric height was determined by differential leveling
 CK2566.and adjusted by the National Geodetic Survey in June 1991..
 CK2566
 CK2566.The geoid height was determined by GEOID03.
 CK2566
 CK2566.The dynamic height is computed by dividing the NAVD 88
 CK2566.geopotential number by the normal gravity value computed on the
 CK2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2566.degrees latitude (g = 980.6199 gals.).
 CK2566
 CK2566.The modeled gravity was interpolated from observed gravity values.
 CK2566
 CK2566;                    North         East    Units  Estimated Accuracy
 CK2566;SPC SC       -    94,130.      685,360.      MT  (+/- 180 meters Scaled)
 CK2566
 CK2566                          SUPERSEDED SURVEY CONTROL
 CK2566
 CK2566  NGVD 29 (03/21/89)    6.127  (m)           20.10   (f) ADJUSTED    1 2
 CK2566
 CK2566.Superseded values are not recommended for survey control.
 CK2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2566.See file dsdata.txt to determine how the superseded data were derived.
 CK2566
 CK2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS757160(NAD 83)
 CK2566_MARKER: DB = BENCH MARK DISK
 CK2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2566_SP_SET: CONCRETE POST
 CK2566_STAMPING: VERT 10 140 1983
 CK2566_MARK LOGO: SCGS  
 CK2566_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2566+STABILITY: SURFACE MOTION
 CK2566
 CK2566  HISTORY     - Date     Condition        Report By
 CK2566  HISTORY     - 1983     MONUMENTED       SCGS
 CK2566  HISTORY     - 19930617 POOR             USPSQD
 CK2566  HISTORY     - 19950612 POOR             USPSQD
 CK2566
 CK2566                          STATION DESCRIPTION
 CK2566
 CK2566'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2566'7.7 KM (4.8 MI) SE FROM HOLLYWOOD.
 CK2566'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE JOHN
 CK2566'ISLAND POST OFFICE, THENCE 7.4 KILOMETERS (4.6 MILES) NORTHWEST ALONG
 CK2566'COUNTY ROAD S-10-316, SET IN THE NORTHEAST ANGLE OF INTERSECTION OF
 CK2566'COUNTY ROAD S-10-68, 4.2 METERS (14.0 FEET) SOUTH OF A 30-INCH BLAZED
 CK2566'OAK TREE, 9.1 METERS (30.0 FEET) NORTHWEST OF THE CENTERLINE OF COUNTY
 CK2566'ROAD S-10-316, 12.5 METERS (41.0 FEET) EAST-NORTHEAST OF THE
 CK2566'CENTERLINE OF COUNTY ROAD S-10-68, 29.2 METERS (96.0 FEET)
 CK2566'NORTH-NORTHEAST OF POWER POLE WITH TWO GUY WIRES.
 CK2566'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 CK2566'THE MARK IS 1.00 M ABOVE COUNTY ROAD S-10-316.
 CK2566
 CK2566                          STATION RECOVERY (1993)
 CK2566
 CK2566'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2566'MARK RECOVERED IN POOR CONDITION.
 CK2566
 CK2566                          STATION RECOVERY (1995)
 CK2566
 CK2566'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2566'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2565 ***********************************************************************
 CK2565  DESIGNATION -  10 141
 CK2565  PID         -  CK2565
 CK2565  STATE/COUNTY-  SC/CHARLESTON
 CK2565  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2565
 CK2565                         *CURRENT SURVEY CONTROL
 CK2565  ___________________________________________________________________
 CK2565* NAD 83(1986)-  32 41 18.     (N)    080 10 44.     (W)     SCALED    
 CK2565* NAVD 88     -         6.918  (meters)      22.70   (feet)  ADJUSTED  
 CK2565  ___________________________________________________________________
 CK2565  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 CK2565  DYNAMIC HT  -           6.911 (meters)      22.67  (feet)  COMP
 CK2565  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CK2565
 CK2565  VERT ORDER  -  FIRST     CLASS II
 CK2565
 CK2565.The horizontal coordinates were scaled from a topographic map and have
 CK2565.an estimated accuracy of +/- 6 seconds.
 CK2565
 CK2565.The orthometric height was determined by differential leveling
 CK2565.and adjusted by the National Geodetic Survey in June 1991..
 CK2565
 CK2565.The geoid height was determined by GEOID03.
 CK2565
 CK2565.The dynamic height is computed by dividing the NAVD 88
 CK2565.geopotential number by the normal gravity value computed on the
 CK2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2565.degrees latitude (g = 980.6199 gals.).
 CK2565
 CK2565.The modeled gravity was interpolated from observed gravity values.
 CK2565
 CK2565;                    North         East    Units  Estimated Accuracy
 CK2565;SPC SC       -    95,130.      686,600.      MT  (+/- 180 meters Scaled)
 CK2565
 CK2565                          SUPERSEDED SURVEY CONTROL
 CK2565
 CK2565  NGVD 29 (03/21/89)    7.216  (m)           23.67   (f) ADJUSTED    1 2
 CK2565
 CK2565.Superseded values are not recommended for survey control.
 CK2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2565.See file dsdata.txt to determine how the superseded data were derived.
 CK2565
 CK2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS769170(NAD 83)
 CK2565_MARKER: DB = BENCH MARK DISK
 CK2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2565_SP_SET: CONCRETE POST
 CK2565_STAMPING: VERT 10 141 1983
 CK2565_MARK LOGO: SCGS  
 CK2565_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2565+STABILITY: SURFACE MOTION
 CK2565
 CK2565  HISTORY     - Date     Condition        Report By
 CK2565  HISTORY     - 1983     MONUMENTED       SCGS
 CK2565  HISTORY     - 19930617 GOOD             USPSQD
 CK2565  HISTORY     - 19950612 GOOD             USPSQD
 CK2565
 CK2565                          STATION DESCRIPTION
 CK2565
 CK2565'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2565'7.9 KM (4.9 MI) SE FROM HOLLYWOOD.
 CK2565'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2565'JOHNS ISLAND POST OFFICE, THENCE 5.8 KILOMETERS (3.65 MILES) NORTHWEST
 CK2565'ALONG COUNTY ROAD S-10-316, SET IN THE NORTHWEST ANGLE OF INTERSECTION
 CK2565'OF A PAVED ROAD LEADING NORTHWEST, 8.7 METERS (28.5 FEET) NORTHWEST OF
 CK2565'THE CENTERLINE OF COUNTY ROAD S-10-316, 17.4 METERS (57.3 FEET)
 CK2565'WEST-SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 5.6 METERS (18.7
 CK2565'FEET) SOUTHEAST OF A 12-INCH BLAZED PINE TREE, 1.8 METERS (6.0 FEET)
 CK2565'EAST-NORTHEAST OF A 10-INCH BLAZED PINE TREE.
 CK2565'THE MARK IS 0.60 METERS  SSW FROM A WITNESS POST.
 CK2565'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-316.
 CK2565
 CK2565                          STATION RECOVERY (1993)
 CK2565
 CK2565'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2565'RECOVERED IN GOOD CONDITION.
 CK2565
 CK2565                          STATION RECOVERY (1995)
 CK2565
 CK2565'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2561 ***********************************************************************
 CK2561  DESIGNATION -  10 142
 CK2561  PID         -  CK2561
 CK2561  STATE/COUNTY-  SC/CHARLESTON
 CK2561  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2561
 CK2561                         *CURRENT SURVEY CONTROL
 CK2561  ___________________________________________________________________
 CK2561* NAD 83(1986)-  32 41 42.     (N)    080 09 57.     (W)     SCALED    
 CK2561* NAVD 88     -         6.663  (meters)      21.86   (feet)  ADJUSTED  
 CK2561  ___________________________________________________________________
 CK2561  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 CK2561  DYNAMIC HT  -           6.655 (meters)      21.83  (feet)  COMP
 CK2561  MODELED GRAV-     979,528.9   (mgal)                       NAVD 88
 CK2561
 CK2561  VERT ORDER  -  FIRST     CLASS II
 CK2561
 CK2561.The horizontal coordinates were scaled from a topographic map and have
 CK2561.an estimated accuracy of +/- 6 seconds.
 CK2561
 CK2561.The orthometric height was determined by differential leveling
 CK2561.and adjusted by the National Geodetic Survey in June 1991..
 CK2561
 CK2561.The geoid height was determined by GEOID03.
 CK2561
 CK2561.The dynamic height is computed by dividing the NAVD 88
 CK2561.geopotential number by the normal gravity value computed on the
 CK2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2561.degrees latitude (g = 980.6199 gals.).
 CK2561
 CK2561.The modeled gravity was interpolated from observed gravity values.
 CK2561
 CK2561;                    North         East    Units  Estimated Accuracy
 CK2561;SPC SC       -    95,880.      687,820.      MT  (+/- 180 meters Scaled)
 CK2561
 CK2561                          SUPERSEDED SURVEY CONTROL
 CK2561
 CK2561  NGVD 29 (03/21/89)    6.960  (m)           22.83   (f) ADJUSTED    1 2
 CK2561
 CK2561.Superseded values are not recommended for survey control.
 CK2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2561.See file dsdata.txt to determine how the superseded data were derived.
 CK2561
 CK2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS781177(NAD 83)
 CK2561_MARKER: DB = BENCH MARK DISK
 CK2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2561_SP_SET: CONCRETE POST
 CK2561_STAMPING: VERT 10 142 1983
 CK2561_MARK LOGO: SCGS  
 CK2561_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2561+STABILITY: SURFACE MOTION
 CK2561
 CK2561  HISTORY     - Date     Condition        Report By
 CK2561  HISTORY     - 1983     MONUMENTED       SCGS
 CK2561  HISTORY     - 19930617 GOOD             USPSQD
 CK2561  HISTORY     - 19950612 GOOD             USPSQD
 CK2561  HISTORY     - 19950615 GOOD             USPSQD
 CK2561
 CK2561                          STATION DESCRIPTION
 CK2561
 CK2561'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2561'8.2 KM (5.1 MI) SE FROM HOLLYWOOD.
 CK2561'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2561'JOHNS ISLAND POST OFFICE, THENCE 4.3 KILOMETERS (2.75 MILES) NORTHWEST
 CK2561'ALONG COUNTY ROAD S-10-316, SET AT A PLACE WHERE POWER LINES CROSS THE
 CK2561'ROAD, 20.7 METERS (68.0 FEET) SOUTHEAST OF A POWER POLE WITH A
 CK2561'TELEPHONE JUNCTION BOX NEAR IT, 7.6 METERS (25.0 FEET) SOUTHWEST OF
 CK2561'THE APPROXIMATE CENTER OF POWER LINES, 10.0 METERS (33.0 FEET)
 CK2561'SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-316,  4.2 METERS
 CK2561'(14.0 FEET) NORTHEAST OF A BLAZED TWELVE-INCH OAK TREE.
 CK2561'THE MARK IS 0.50 METERS  NNW FROM A WITNESS POST.
 CK2561'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
 CK2561
 CK2561                          STATION RECOVERY (1993)
 CK2561
 CK2561'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2561'RECOVERED IN GOOD CONDITION.
 CK2561
 CK2561                          STATION RECOVERY (1995)
 CK2561
 CK2561'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2561'RECOVERED IN GOOD CONDITION.
 CK2561
 CK2561                          STATION RECOVERY (1995)
 CK2561
 CK2561'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2559 ***********************************************************************
 CK2559  DESIGNATION -  10 143
 CK2559  PID         -  CK2559
 CK2559  STATE/COUNTY-  SC/CHARLESTON
 CK2559  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2559
 CK2559                         *CURRENT SURVEY CONTROL
 CK2559  ___________________________________________________________________
 CK2559* NAD 83(1986)-  32 42 06.     (N)    080 09 07.     (W)     SCALED    
 CK2559* NAVD 88     -         6.159  (meters)      20.21   (feet)  ADJUSTED  
 CK2559  ___________________________________________________________________
 CK2559  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 CK2559  DYNAMIC HT  -           6.152 (meters)      20.18  (feet)  COMP
 CK2559  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 CK2559
 CK2559  VERT ORDER  -  FIRST     CLASS II
 CK2559
 CK2559.The horizontal coordinates were scaled from a topographic map and have
 CK2559.an estimated accuracy of +/- 6 seconds.
 CK2559
 CK2559.The orthometric height was determined by differential leveling
 CK2559.and adjusted by the National Geodetic Survey in June 1991..
 CK2559
 CK2559.The geoid height was determined by GEOID03.
 CK2559
 CK2559.The dynamic height is computed by dividing the NAVD 88
 CK2559.geopotential number by the normal gravity value computed on the
 CK2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2559.degrees latitude (g = 980.6199 gals.).
 CK2559
 CK2559.The modeled gravity was interpolated from observed gravity values.
 CK2559
 CK2559;                    North         East    Units  Estimated Accuracy
 CK2559;SPC SC       -    96,630.      689,110.      MT  (+/- 180 meters Scaled)
 CK2559
 CK2559                          SUPERSEDED SURVEY CONTROL
 CK2559
 CK2559  NGVD 29 (03/21/89)    6.456  (m)           21.18   (f) ADJUSTED    1 2
 CK2559
 CK2559.Superseded values are not recommended for survey control.
 CK2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2559.See file dsdata.txt to determine how the superseded data were derived.
 CK2559
 CK2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS794185(NAD 83)
 CK2559_MARKER: DB = BENCH MARK DISK
 CK2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2559_SP_SET: CONCRETE POST
 CK2559_STAMPING: VERT 10 143 1983
 CK2559_MARK LOGO: SCGS  
 CK2559_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2559+STABILITY: SURFACE MOTION
 CK2559
 CK2559  HISTORY     - Date     Condition        Report By
 CK2559  HISTORY     - 1983     MONUMENTED       SCGS
 CK2559  HISTORY     - 19930617 GOOD             USPSQD
 CK2559  HISTORY     - 19950612 GOOD             USPSQD
 CK2559
 CK2559                          STATION DESCRIPTION
 CK2559
 CK2559'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2559'9.2 KM (5.7 MI) SE FROM HOLLYWOOD.
 CK2559'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2559'JOHNS ISLAND POST OFFICE, THENCE 2.75 KILOMETERS (1.75 MILES)
 CK2559'NORTHWEST ALONG COUNTY ROAD S-10-316, SET AT THE INTERSECTION OF A
 CK2559'SAND ROAD WITH TWO 5-FOOT HIGH BRICK MONUMENTS, 14.9 METERS (49.0
 CK2559'FEET) NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-10-316, 3.0 METERS
 CK2559'(10.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 CK2559'2.1 METERS (7.0 FEET) SOUTH OF THE WEST BRICK MONUMENT, 9.8 METERS
 CK2559'(32.0 FEET) WEST-NORTHWEST OF TELEPHONE JUNCTION BOX NUMBER P15BBR.
 CK2559'THE MARK IS 1.00 METERS  ESE FROM A WITNESS POST.
 CK2559'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
 CK2559
 CK2559                          STATION RECOVERY (1993)
 CK2559
 CK2559'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2559'RECOVERED IN GOOD CONDITION.
 CK2559
 CK2559                          STATION RECOVERY (1995)
 CK2559
 CK2559'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2609 ***********************************************************************
 CK2609  DESIGNATION -  10 144
 CK2609  PID         -  CK2609
 CK2609  STATE/COUNTY-  SC/CHARLESTON
 CK2609  USGS QUAD   -  ROCKVILLE (1971)
 CK2609
 CK2609                         *CURRENT SURVEY CONTROL
 CK2609  ___________________________________________________________________
 CK2609* NAD 83(1986)-  32 36 42.     (N)    080 11 44.     (W)     SCALED    
 CK2609* NAVD 88     -         4.825  (meters)      15.83   (feet)  ADJUSTED  
 CK2609  ___________________________________________________________________
 CK2609  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 CK2609  DYNAMIC HT  -           4.820 (meters)      15.81  (feet)  COMP
 CK2609  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 CK2609
 CK2609  VERT ORDER  -  FIRST     CLASS II
 CK2609
 CK2609.The horizontal coordinates were scaled from a topographic map and have
 CK2609.an estimated accuracy of +/- 6 seconds.
 CK2609
 CK2609.The orthometric height was determined by differential leveling
 CK2609.and adjusted by the National Geodetic Survey in June 1991..
 CK2609
 CK2609.The geoid height was determined by GEOID03.
 CK2609
 CK2609.The dynamic height is computed by dividing the NAVD 88
 CK2609.geopotential number by the normal gravity value computed on the
 CK2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2609.degrees latitude (g = 980.6199 gals.).
 CK2609
 CK2609.The modeled gravity was interpolated from observed gravity values.
 CK2609
 CK2609;                    North         East    Units  Estimated Accuracy
 CK2609;SPC SC       -    86,610.      685,100.      MT  (+/- 180 meters Scaled)
 CK2609
 CK2609                          SUPERSEDED SURVEY CONTROL
 CK2609
 CK2609  NGVD 29 (03/21/89)    5.123  (m)           16.81   (f) ADJUSTED    1 2
 CK2609
 CK2609.Superseded values are not recommended for survey control.
 CK2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2609.See file dsdata.txt to determine how the superseded data were derived.
 CK2609
 CK2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS754085(NAD 83)
 CK2609_MARKER: DB = BENCH MARK DISK
 CK2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2609_SP_SET: CONCRETE POST
 CK2609_STAMPING: VERT 10 144 1983
 CK2609_MARK LOGO: SCGS  
 CK2609_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2609+STABILITY: SURFACE MOTION
 CK2609
 CK2609  HISTORY     - Date     Condition        Report By
 CK2609  HISTORY     - 1983     MONUMENTED       SCGS
 CK2609  HISTORY     - 19950615 GOOD             USPSQD
 CK2609
 CK2609                          STATION DESCRIPTION
 CK2609
 CK2609'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2609'14.2 KM (8.8 MI) SE FROM HOLLYWOOD.
 CK2609'22.25 KILOMETERS (13.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2609'JOHNS ISLAND POST OFFICE, SET IN THE NORTHWEST ANGLE OF THE
 CK2609'INTERSECTION OF A SAND ROAD LEADING WEST-NORTHWEST, 5.0 METERS (16.4
 CK2609'FEET) SOUTH-SOUTHWEST OF THE SAND ROAD, 3.4 METERS (11.3 FEET)
 CK2609'NORTH-NORTHWEST OF A SIXTY-INCH OAK TREE, 9.4 METERS (30.7 FEET)
 CK2609'SOUTHWEST OF A BLAZED SEVENTY-INCH PINE TREE, 12.0 METERS (39.4 FEET)
 CK2609'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 700.
 CK2609'THE MARK IS 0.60 METERS  SSW FROM A WITNESS POST.
 CK2609'THE MARK IS ABOVE LEVEL WITH HIGHWAY 700.
 CK2609
 CK2609                          STATION RECOVERY (1995)
 CK2609
 CK2609'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2569 ***********************************************************************
 CK2569  DESIGNATION -  10 145
 CK2569  PID         -  CK2569
 CK2569  STATE/COUNTY-  SC/CHARLESTON
 CK2569  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2569
 CK2569                         *CURRENT SURVEY CONTROL
 CK2569  ___________________________________________________________________
 CK2569* NAD 83(1986)-  32 40 12.     (N)    080 12 18.     (W)     SCALED    
 CK2569* NAVD 88     -         6.661  (meters)      21.85   (feet)  ADJUSTED  
 CK2569  ___________________________________________________________________
 CK2569  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 CK2569  DYNAMIC HT  -           6.653 (meters)      21.83  (feet)  COMP
 CK2569  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 CK2569
 CK2569  VERT ORDER  -  FIRST     CLASS II
 CK2569
 CK2569.The horizontal coordinates were scaled from a topographic map and have
 CK2569.an estimated accuracy of +/- 6 seconds.
 CK2569
 CK2569.The orthometric height was determined by differential leveling
 CK2569.and adjusted by the National Geodetic Survey in June 1991..
 CK2569
 CK2569.The geoid height was determined by GEOID03.
 CK2569
 CK2569.The dynamic height is computed by dividing the NAVD 88
 CK2569.geopotential number by the normal gravity value computed on the
 CK2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2569.degrees latitude (g = 980.6199 gals.).
 CK2569
 CK2569.The modeled gravity was interpolated from observed gravity values.
 CK2569
 CK2569;                    North         East    Units  Estimated Accuracy
 CK2569;SPC SC       -    93,080.      684,170.      MT  (+/- 180 meters Scaled)
 CK2569
 CK2569                          SUPERSEDED SURVEY CONTROL
 CK2569
 CK2569  NGVD 29 (03/21/89)    6.958  (m)           22.83   (f) ADJUSTED    1 2
 CK2569
 CK2569.Superseded values are not recommended for survey control.
 CK2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2569.See file dsdata.txt to determine how the superseded data were derived.
 CK2569
 CK2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS745149(NAD 83)
 CK2569_MARKER: DB = BENCH MARK DISK
 CK2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2569_SP_SET: CONCRETE POST
 CK2569_STAMPING: VERT 10 145 1983
 CK2569_MARK LOGO: SCGS  
 CK2569_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2569+STABILITY: SURFACE MOTION
 CK2569
 CK2569  HISTORY     - Date     Condition        Report By
 CK2569  HISTORY     - 1983     MONUMENTED       SCGS
 CK2569  HISTORY     - 19930617 GOOD             USPSQD
 CK2569  HISTORY     - 19950612 GOOD             USPSQD
 CK2569  HISTORY     - 19950615 GOOD             USPSQD
 CK2569
 CK2569                          STATION DESCRIPTION
 CK2569
 CK2569'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2569'8.2 KM (5.1 MI) SE FROM HOLLYWOOD.
 CK2569'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2569'JOHNS ISLAND POST OFFICE, THENCE 9.0 KILOMETERS (5.65 MILES) NORTHWEST
 CK2569'ALONG COUNTY ROAD S-10-316, SET IN THE SOUTHEAST ANGLE OF THE
 CK2569'INTERSECTION OF A SAND ROAD LEADING EAST-SOUTHEAST, 3.4 METERS (11.2
 CK2569'FEET) WEST OF A BLAZED DOUBLE TRUNK OAK TREE, 7.4 METERS (24.4 FEET)
 CK2569'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A METAL GATE AT THE SAND
 CK2569'ROAD, 18.4 METERS (60.7 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 CK2569'COUNTY ROAD.
 CK2569'THE MARK IS 0.90 METERS  WSW FROM A WITNESS POST.
 CK2569'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2569
 CK2569                          STATION RECOVERY (1993)
 CK2569
 CK2569'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2569'RECOVERED IN GOOD CONDITION.
 CK2569
 CK2569                          STATION RECOVERY (1995)
 CK2569
 CK2569'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2569'RECOVERED IN GOOD CONDITION.
 CK2569
 CK2569                          STATION RECOVERY (1995)
 CK2569
 CK2569'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2570 ***********************************************************************
 CK2570  DESIGNATION -  10 146
 CK2570  PID         -  CK2570
 CK2570  STATE/COUNTY-  SC/CHARLESTON
 CK2570  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2570
 CK2570                         *CURRENT SURVEY CONTROL
 CK2570  ___________________________________________________________________
 CK2570* NAD 83(1986)-  32 39 41.     (N)    080 13 14.     (W)     SCALED    
 CK2570* NAVD 88     -         6.295  (meters)      20.65   (feet)  ADJUSTED  
 CK2570  ___________________________________________________________________
 CK2570  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 CK2570  DYNAMIC HT  -           6.288 (meters)      20.63  (feet)  COMP
 CK2570  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CK2570
 CK2570  VERT ORDER  -  FIRST     CLASS II
 CK2570
 CK2570.The horizontal coordinates were scaled from a topographic map and have
 CK2570.an estimated accuracy of +/- 6 seconds.
 CK2570
 CK2570.The orthometric height was determined by differential leveling
 CK2570.and adjusted by the National Geodetic Survey in June 1991..
 CK2570
 CK2570.The geoid height was determined by GEOID03.
 CK2570
 CK2570.The dynamic height is computed by dividing the NAVD 88
 CK2570.geopotential number by the normal gravity value computed on the
 CK2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2570.degrees latitude (g = 980.6199 gals.).
 CK2570
 CK2570.The modeled gravity was interpolated from observed gravity values.
 CK2570
 CK2570;                    North         East    Units  Estimated Accuracy
 CK2570;SPC SC       -    92,110.      682,710.      MT  (+/- 180 meters Scaled)
 CK2570
 CK2570                          SUPERSEDED SURVEY CONTROL
 CK2570
 CK2570  NGVD 29 (03/21/89)    6.592  (m)           21.63   (f) ADJUSTED    1 2
 CK2570
 CK2570.Superseded values are not recommended for survey control.
 CK2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2570.See file dsdata.txt to determine how the superseded data were derived.
 CK2570
 CK2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS730140(NAD 83)
 CK2570_MARKER: DB = BENCH MARK DISK
 CK2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2570_SP_SET: CONCRETE POST
 CK2570_STAMPING: VERT 10 146 1983
 CK2570_MARK LOGO: SCGS  
 CK2570_PROJECTION: RECESSED 7 CENTIMETERS
 CK2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2570+STABILITY: SURFACE MOTION
 CK2570
 CK2570  HISTORY     - Date     Condition        Report By
 CK2570  HISTORY     - 1983     MONUMENTED       SCGS
 CK2570  HISTORY     - 19930617 GOOD             USPSQD
 CK2570  HISTORY     - 19950612 GOOD             USPSQD
 CK2570
 CK2570                          STATION DESCRIPTION
 CK2570
 CK2570'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2570'8.4 KM (5.2 MI) SOUTH FROM HOLLYWOOD.
 CK2570'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2570'JOHNS ISLAND POST OFFICE, THENCE 10.8 KILOMETERS (6.7 MILES) NORTHWEST
 CK2570'ALONG COUNTY ROAD S-10-316, SET NEAR A POWER POLE WITH FOUR ELECTRICAL
 CK2570'WIRES ATTACHED TO IT, 2.1 METERS (7.1 FEET) SOUTHWEST OF THE POWER
 CK2570'POLE, 10.1 METERS (33.6 FEET) NORTH-NORTHWEST OF  THE APPROXIMATE
 CK2570'CENTERLINE OF COUNTY ROAD S-10-316, 13.7 METERS (45.1 FEET)
 CK2570'SOUTH-SOUTHEAST OF AN EIGHTY-INCH PINE TREE, 25.8 METERS (84.7 FEET)
 CK2570'EAST-NORTHEAST OF THE EAST CORNER OF A TWO-STORY WOOD HOUSE.
 CK2570'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2570
 CK2570                          STATION RECOVERY (1993)
 CK2570
 CK2570'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2570'RECOVERED IN GOOD CONDITION.
 CK2570
 CK2570                          STATION RECOVERY (1995)
 CK2570
 CK2570'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2557 ***********************************************************************
 CK2557  DESIGNATION -  10 147
 CK2557  PID         -  CK2557
 CK2557  STATE/COUNTY-  SC/CHARLESTON
 CK2557  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2557
 CK2557                         *CURRENT SURVEY CONTROL
 CK2557  ___________________________________________________________________
 CK2557* NAD 83(1986)-  32 42 09.     (N)    080 08 07.     (W)     SCALED    
 CK2557* NAVD 88     -         5.050  (meters)      16.57   (feet)  ADJUSTED  
 CK2557  ___________________________________________________________________
 CK2557  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK2557  DYNAMIC HT  -           5.044 (meters)      16.55  (feet)  COMP
 CK2557  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CK2557
 CK2557  VERT ORDER  -  FIRST     CLASS II
 CK2557
 CK2557.The horizontal coordinates were scaled from a topographic map and have
 CK2557.an estimated accuracy of +/- 6 seconds.
 CK2557
 CK2557.The orthometric height was determined by differential leveling
 CK2557.and adjusted by the National Geodetic Survey in June 1991..
 CK2557
 CK2557.The geoid height was determined by GEOID03.
 CK2557
 CK2557.The dynamic height is computed by dividing the NAVD 88
 CK2557.geopotential number by the normal gravity value computed on the
 CK2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2557.degrees latitude (g = 980.6199 gals.).
 CK2557
 CK2557.The modeled gravity was interpolated from observed gravity values.
 CK2557
 CK2557;                    North         East    Units  Estimated Accuracy
 CK2557;SPC SC       -    96,730.      690,680.      MT  (+/- 180 meters Scaled)
 CK2557
 CK2557                          SUPERSEDED SURVEY CONTROL
 CK2557
 CK2557  NGVD 29 (03/21/89)    5.348  (m)           17.55   (f) ADJUSTED    1 2
 CK2557
 CK2557.Superseded values are not recommended for survey control.
 CK2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2557.See file dsdata.txt to determine how the superseded data were derived.
 CK2557
 CK2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS810186(NAD 83)
 CK2557_MARKER: DB = BENCH MARK DISK
 CK2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2557_SP_SET: CONCRETE POST
 CK2557_STAMPING: VERT 10 147 1983
 CK2557_MARK LOGO: SCGS  
 CK2557_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2557+STABILITY: SURFACE MOTION
 CK2557
 CK2557  HISTORY     - Date     Condition        Report By
 CK2557  HISTORY     - 1983     MONUMENTED       SCGS
 CK2557  HISTORY     - 19930617 MARK NOT FOUND   USPSQD
 CK2557  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 CK2557
 CK2557                          STATION DESCRIPTION
 CK2557
 CK2557'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2557'10.6 KM (6.60 MI) SE FROM HOLLYWOOD.
 CK2557'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE JOHN
 CK2557'ISLAND POST OFFICE, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHWEST ALONG
 CK2557'COUNTY ROAD S-10-316, SET NEAR A 48-INCH OAK TREE AT THE TIMBERLINE,
 CK2557'20.7 METERS (68.2 FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 CK2557'OLD SCHOOL HOUSE, 23.5 METERS (77.0 FEET) NORTH-NORTHWEST OF THE
 CK2557'CENTERLINE OF COUNTY ROAD S-10-316, 18.3 METERS (60.5 FEET)
 CK2557'SOUTH-SOUTHEAST OF A SEVENTY-INCH PINE TREE, 1.8 METERS (6.2 FEET)
 CK2557'WEST-SOUTHWEST OF THE 48-INCH OAK TREE.
 CK2557'THE MARK IS 0.90 METERS  ESE FROM A WITNESS POST.
 CK2557'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2557
 CK2557                          STATION RECOVERY (1993)
 CK2557
 CK2557'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2557'MARK NOT FOUND.
 CK2557
 CK2557                          STATION RECOVERY (1995)
 CK2557
 CK2557'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2571 ***********************************************************************
 CK2571  DESIGNATION -  10 148
 CK2571  PID         -  CK2571
 CK2571  STATE/COUNTY-  SC/CHARLESTON
 CK2571  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2571
 CK2571                         *CURRENT SURVEY CONTROL
 CK2571  ___________________________________________________________________
 CK2571* NAD 83(1986)-  32 39 07.     (N)    080 14 01.     (W)     SCALED    
 CK2571* NAVD 88     -         5.810  (meters)      19.06   (feet)  ADJUSTED  
 CK2571  ___________________________________________________________________
 CK2571  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 CK2571  DYNAMIC HT  -           5.803 (meters)      19.04  (feet)  COMP
 CK2571  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CK2571
 CK2571  VERT ORDER  -  FIRST     CLASS II
 CK2571
 CK2571.The horizontal coordinates were scaled from a topographic map and have
 CK2571.an estimated accuracy of +/- 6 seconds.
 CK2571
 CK2571.The orthometric height was determined by differential leveling
 CK2571.and adjusted by the National Geodetic Survey in June 1991..
 CK2571
 CK2571.The geoid height was determined by GEOID03.
 CK2571
 CK2571.The dynamic height is computed by dividing the NAVD 88
 CK2571.geopotential number by the normal gravity value computed on the
 CK2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2571.degrees latitude (g = 980.6199 gals.).
 CK2571
 CK2571.The modeled gravity was interpolated from observed gravity values.
 CK2571
 CK2571;                    North         East    Units  Estimated Accuracy
 CK2571;SPC SC       -    91,050.      681,500.      MT  (+/- 180 meters Scaled)
 CK2571
 CK2571                          SUPERSEDED SURVEY CONTROL
 CK2571
 CK2571  NGVD 29 (03/21/89)    6.107  (m)           20.04   (f) ADJUSTED    1 2
 CK2571
 CK2571.Superseded values are not recommended for survey control.
 CK2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2571.See file dsdata.txt to determine how the superseded data were derived.
 CK2571
 CK2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS718129(NAD 83)
 CK2571_MARKER: DB = BENCH MARK DISK
 CK2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2571_SP_SET: CONCRETE POST
 CK2571_STAMPING: VERT 10 148 1983
 CK2571_MARK LOGO: SCGS  
 CK2571_PROJECTION: FLUSH
 CK2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2571+STABILITY: SURFACE MOTION
 CK2571
 CK2571  HISTORY     - Date     Condition        Report By
 CK2571  HISTORY     - 1983     MONUMENTED       SCGS
 CK2571  HISTORY     - 19930617 GOOD             USPSQD
 CK2571  HISTORY     - 19950615 GOOD             USPSQD
 CK2571
 CK2571                          STATION DESCRIPTION
 CK2571
 CK2571'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2571'9.3 KM (5.8 MI) SOUTH FROM HOLLYWOOD.
 CK2571'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2571'JOHNS ISLAND POST OFFICE, THENCE 12.3 KILOMETERS (7.7 MILES) NORTHWEST
 CK2571'ALONG COUNTY ROAD S-10-316, SET NEAR TWO POWER POLES, ONE WITH TWO GUY
 CK2571'WIRES, 1.0 METER (3.7 FEET) NORTH-NORTHWEST OF THE POWER POLE WITH TWO
 CK2571'GUY WIRES, 8.9 METERS (29.4 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CK2571'THE ROAD, 0.9 METER (3.2 FEET) SOUTH OF A POWER POLE WITH LADDER
 CK2571'RUNGS, 38.0 METERS (124.8 FEET) WEST OF THE SOUTHEAST CORNER OF A
 CK2571'ONE-STORY CINDER BLOCK HOUSE.
 CK2571
 CK2571                          STATION RECOVERY (1993)
 CK2571
 CK2571'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2571'RECOVERED IN GOOD CONDITION.
 CK2571
 CK2571                          STATION RECOVERY (1995)
 CK2571
 CK2571'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2575 ***********************************************************************
 CK2575  DESIGNATION -  10 149
 CK2575  PID         -  CK2575
 CK2575  STATE/COUNTY-  SC/CHARLESTON
 CK2575  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2575
 CK2575                         *CURRENT SURVEY CONTROL
 CK2575  ___________________________________________________________________
 CK2575* NAD 83(1986)-  32 38 48.     (N)    080 14 36.     (W)     SCALED    
 CK2575* NAVD 88     -         4.534  (meters)      14.88   (feet)  ADJUSTED  
 CK2575  ___________________________________________________________________
 CK2575  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 CK2575  DYNAMIC HT  -           4.529 (meters)      14.86  (feet)  COMP
 CK2575  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 CK2575
 CK2575  VERT ORDER  -  FIRST     CLASS II
 CK2575
 CK2575.The horizontal coordinates were scaled from a topographic map and have
 CK2575.an estimated accuracy of +/- 6 seconds.
 CK2575
 CK2575.The orthometric height was determined by differential leveling
 CK2575.and adjusted by the National Geodetic Survey in June 1991..
 CK2575
 CK2575.The geoid height was determined by GEOID03.
 CK2575
 CK2575.The dynamic height is computed by dividing the NAVD 88
 CK2575.geopotential number by the normal gravity value computed on the
 CK2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2575.degrees latitude (g = 980.6199 gals.).
 CK2575
 CK2575.The modeled gravity was interpolated from observed gravity values.
 CK2575
 CK2575;                    North         East    Units  Estimated Accuracy
 CK2575;SPC SC       -    90,460.      680,590.      MT  (+/- 180 meters Scaled)
 CK2575
 CK2575                          SUPERSEDED SURVEY CONTROL
 CK2575
 CK2575  NGVD 29 (03/21/89)    4.832  (m)           15.85   (f) ADJUSTED    1 2
 CK2575
 CK2575.Superseded values are not recommended for survey control.
 CK2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2575.See file dsdata.txt to determine how the superseded data were derived.
 CK2575
 CK2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS709123(NAD 83)
 CK2575_MARKER: DB = BENCH MARK DISK
 CK2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2575_SP_SET: CONCRETE POST
 CK2575_STAMPING: VERT 10 149 1983
 CK2575_MARK LOGO: SCGS  
 CK2575_PROJECTION: FLUSH
 CK2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2575+STABILITY: SURFACE MOTION
 CK2575
 CK2575  HISTORY     - Date     Condition        Report By
 CK2575  HISTORY     - 1983     MONUMENTED       SCGS
 CK2575  HISTORY     - 19930617 GOOD             USPSQD
 CK2575  HISTORY     - 19950615 GOOD             USPSQD
 CK2575
 CK2575                          STATION DESCRIPTION
 CK2575
 CK2575'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2575'9.8 KM (6.1 MI) SOUTH FROM HOLLYWOOD.
 CK2575'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2575'JOHNS ISLAND POST OFFICE, THENCE 13.4 KILOMETERS (8.4 MILES) NORTHWEST
 CK2575'ALONG COUNTY ROAD S-10-316, SET NEAR A BRICK ENTRANCE GATE TO A HORSE
 CK2575'RANCH, 10.1 METERS (33.0 FEET) EAST OF THE MOST EASTERN OF TWO 7-FOOT
 CK2575'BRICK GATE POSTS, 12.2 METERS (40.4 FEET) EAST-NORTHEAST OF THE
 CK2575'APPROXIMATE CENTER OF THE DRIVEWAY TO THE RANCH, 8.8 METERS (29.0
 CK2575'FEET) NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD, 32.6 METERS
 CK2575'(107.1 FEET) SOUTHWEST OF THE SOUTHEAST CORNER OF A WOODEN FENCE.
 CK2575'THE MARK IS 0.80 METERS  SSE FROM A WITNESS POST.
 CK2575'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2575
 CK2575                          STATION RECOVERY (1993)
 CK2575
 CK2575'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2575'RECOVERED IN GOOD CONDITION.
 CK2575
 CK2575                          STATION RECOVERY (1995)
 CK2575
 CK2575'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2603 ***********************************************************************
 CK2603  DESIGNATION -  10 150
 CK2603  PID         -  CK2603
 CK2603  STATE/COUNTY-  SC/CHARLESTON
 CK2603  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2603
 CK2603                         *CURRENT SURVEY CONTROL
 CK2603  ___________________________________________________________________
 CK2603* NAD 83(1986)-  32 37 48.     (N)    080 10 45.     (W)     SCALED    
 CK2603* NAVD 88     -         2.787  (meters)       9.14   (feet)  ADJUSTED  
 CK2603  ___________________________________________________________________
 CK2603  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 CK2603  DYNAMIC HT  -           2.784 (meters)       9.13  (feet)  COMP
 CK2603  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 CK2603
 CK2603  VERT ORDER  -  FIRST     CLASS II
 CK2603
 CK2603.The horizontal coordinates were scaled from a topographic map and have
 CK2603.an estimated accuracy of +/- 6 seconds.
 CK2603
 CK2603.The orthometric height was determined by differential leveling
 CK2603.and adjusted by the National Geodetic Survey in June 1991..
 CK2603
 CK2603.The geoid height was determined by GEOID03.
 CK2603
 CK2603.The dynamic height is computed by dividing the NAVD 88
 CK2603.geopotential number by the normal gravity value computed on the
 CK2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2603.degrees latitude (g = 980.6199 gals.).
 CK2603
 CK2603.The modeled gravity was interpolated from observed gravity values.
 CK2603
 CK2603;                    North         East    Units  Estimated Accuracy
 CK2603;SPC SC       -    88,660.      686,620.      MT  (+/- 180 meters Scaled)
 CK2603
 CK2603                          SUPERSEDED SURVEY CONTROL
 CK2603
 CK2603  NGVD 29 (03/21/89)    3.084  (m)           10.12   (f) ADJUSTED    1 2
 CK2603
 CK2603.Superseded values are not recommended for survey control.
 CK2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2603.See file dsdata.txt to determine how the superseded data were derived.
 CK2603
 CK2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS769105(NAD 83)
 CK2603_MARKER: DD = SURVEY DISK
 CK2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2603_SP_SET: CONCRETE POST
 CK2603_STAMPING: VERT 10 150 1983
 CK2603_MARK LOGO: SCGS  
 CK2603_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2603+STABILITY: SURFACE MOTION
 CK2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2603+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000
 CK2603
 CK2603  HISTORY     - Date     Condition        Report By
 CK2603  HISTORY     - 1983     MONUMENTED       SCGS
 CK2603  HISTORY     - 19950615 GOOD             USPSQD
 CK2603  HISTORY     - 20001205 GOOD             SCGS
 CK2603
 CK2603                          STATION DESCRIPTION
 CK2603
 CK2603'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2603'13.0 KM (8.1 MI) SE FROM HOLLYWOOD.
 CK2603'20.3 KILOMETERS (12.65 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2603'JOHNS ISLAND POST OFFICE, THENCE 1.1 KILOMETERS (0.7 MILE) NORTHEAST
 CK2603'ALONG COUNTY ROAD S-10-765, SET NEAR A TELEPHONE JUNCTION BOX IN THE
 CK2603'SOUTHWEST ANGLE OF A SAND DRIVE LEADING TO A ONE-STORY WOOD HOUSE, 1.0
 CK2603'METER (3.4 FEET) SOUTHWEST OF THE TELEPHONE JUNCTION BOX, 6.1 METERS
 CK2603'(20.4 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND
 CK2603'DRIVE, 7.3 METERS (24.4 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 CK2603'CENTER OF THE COUNTY ROAD.
 CK2603'THE MARK IS 0.70 METERS  ENE FROM A WITNESS POST.
 CK2603'THE MARK IS 0.80 M ABOVE COUNTY ROAD.
 CK2603
 CK2603                          STATION RECOVERY (1995)
 CK2603
 CK2603'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2603'RECOVERED IN GOOD CONDITION.
 CK2603
 CK2603                          STATION RECOVERY (2000)
 CK2603
 CK2603'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK2603'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTH NORTHEAST OF ROCKVILLE,
 CK2603'17.5 MILES (28.2 KM) SOUTHWEST OF CHARLESTON.  OWNERSHIP--SCDOT,
 CK2603'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK2603'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK2603'HIGHWAYS 171 (FOLLY ROAD) AND 700 (MAYBANK HIGHWAY) , 2.9 MILES (4.7
 CK2603'KM) SOUTH OF CHARLESTON, GO WEST ON HIGHWAY 700 FOR 4.1 MILES (6.6 KM)
 CK2603'TO THE JUNCTION OF STATE ROAD 54 (RIVER ROAD) , CONTINUE ON HIGHWAY
 CK2603'700 FOR 3.0 MILES (4.8 KM) TO THE JUNCTION OF STATE ROAD 20 (MAIN
 CK2603'ROAD) , CONTINUE ON HIGHWAY 700 FOR 2.8 MILES (4.5 KM) TO THE FORK
 CK2603'JUNCTION OF STATE ROAD 316 (BEAR BLUFF ROAD) , BEAR LEFT ON HIGHWAY
 CK2603'700 FOR 7.0 MILES (11.3 KM) TO THE JUNCTION OF STATE ROAD 765 (BOY
 CK2603'SCOUT ROAD) , TURN LEFT ON ROAD 765 FOR 0.7 MILE (1.1 KM) TO THE
 CK2603'STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF A DIRT DRIVEWAY LEADING
 CK2603'TO A WOOD-SIDED HOUSE NUMBER 2585.  STATION IS A CONCRETE POST
 CK2603'PROJECTING 0.5 FOOT (15.2 CM) AND 1.0 FOOT (0.3 M) ABOVE THE ROAD,
 CK2603'23.8 FEET (7.3 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 20.1 FEET
 CK2603'(6.1 M) WEST SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 11.9 FEET (3.6
 CK2603'M) SOUTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 CK2603'BENEATH THE DRIVEWAY, 2.1 FEET (0.6 M) SOUTHEAST OF A TELEPHONE
 CK2603'JUNCTION BOX NUMBER 2585, 102.6 FEET (31.3 M) EAST NORTHEAST OF A
 CK2603'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 1.0 FOOT (0.3 M)
 CK2603'NORTH NORTHWEST OF A WITNESS POST.  RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2652 ***********************************************************************
 CK2652  DESIGNATION -  10 151
 CK2652  PID         -  CK2652
 CK2652  STATE/COUNTY-  SC/CHARLESTON
 CK2652  USGS QUAD   -  LEGAREVILLE (1971)
 CK2652
 CK2652                         *CURRENT SURVEY CONTROL
 CK2652  ___________________________________________________________________
 CK2652* NAD 83(1986)-  32 40 58.     (N)    080 05 14.     (W)     SCALED    
 CK2652* NAVD 88     -         4.362  (meters)      14.31   (feet)  ADJUSTED  
 CK2652  ___________________________________________________________________
 CK2652  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK2652  DYNAMIC HT  -           4.357 (meters)      14.29  (feet)  COMP
 CK2652  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 CK2652
 CK2652  VERT ORDER  -  FIRST     CLASS II
 CK2652
 CK2652.The horizontal coordinates were scaled from a topographic map and have
 CK2652.an estimated accuracy of +/- 6 seconds.
 CK2652
 CK2652.The orthometric height was determined by differential leveling
 CK2652.and adjusted by the National Geodetic Survey in June 1991..
 CK2652
 CK2652.The geoid height was determined by GEOID03.
 CK2652
 CK2652.The dynamic height is computed by dividing the NAVD 88
 CK2652.geopotential number by the normal gravity value computed on the
 CK2652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2652.degrees latitude (g = 980.6199 gals.).
 CK2652
 CK2652.The modeled gravity was interpolated from observed gravity values.
 CK2652
 CK2652;                    North         East    Units  Estimated Accuracy
 CK2652;SPC SC       -    94,580.      695,200.      MT  (+/- 180 meters Scaled)
 CK2652
 CK2652                          SUPERSEDED SURVEY CONTROL
 CK2652
 CK2652  NGVD 29 (03/21/89)    4.660  (m)           15.29   (f) ADJUSTED    1 2
 CK2652
 CK2652.Superseded values are not recommended for survey control.
 CK2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2652.See file dsdata.txt to determine how the superseded data were derived.
 CK2652
 CK2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS855164(NAD 83)
 CK2652_MARKER: DB = BENCH MARK DISK
 CK2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2652_SP_SET: CONCRETE POST
 CK2652_STAMPING: VERT 10 151 1983
 CK2652_MARK LOGO: SCGS  
 CK2652_PROJECTION: FLUSH
 CK2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2652+STABILITY: SURFACE MOTION
 CK2652
 CK2652  HISTORY     - Date     Condition        Report By
 CK2652  HISTORY     - 1983     MONUMENTED       SCGS
 CK2652  HISTORY     - 19950615 GOOD             USPSQD
 CK2652
 CK2652                          STATION DESCRIPTION
 CK2652
 CK2652'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2652'15.8 KM (9.8 MI) SE FROM HOLLYWOOD.
 CK2652'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2652'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2652'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, KEEP RIGHT FOR 1.9
 CK2652'KILOMETERS (1.2 MILE) SOUTHWEST ALONG COUNTY ROAD S-10-20, SET NEAR A
 CK2652'FIRE HYDRANT, 41.1 METERS (135.0 FEET) NORTH OF THE NORTHEAST CORNER
 CK2652'OF THE GARAGE OF A ONE-STORY CINDER BLOCK HOUSE, 20.8 METERS (68.8
 CK2652'FEET) WEST-NORTHWEST OF A POWER POLE, 10.4 METERS (34.9 FEET)
 CK2652'SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD, 6.4 METERS (21.4
 CK2652'FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE MOST EASTERLY
 CK2652'DRIVE TO HOUSE, 2.1 METERS (7.2 FEET) SOUTHWEST OF THE FIRE HYDRANT.
 CK2652'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2652
 CK2652                          STATION RECOVERY (1995)
 CK2652
 CK2652'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2658 ***********************************************************************
 CK2658  DESIGNATION -  10 152
 CK2658  PID         -  CK2658
 CK2658  STATE/COUNTY-  SC/CHARLESTON
 CK2658  USGS QUAD   -  LEGAREVILLE (1971)
 CK2658
 CK2658                         *CURRENT SURVEY CONTROL
 CK2658  ___________________________________________________________________
 CK2658* NAD 83(1986)-  32 40 31.     (N)    080 06 13.     (W)     SCALED    
 CK2658* NAVD 88     -         6.442  (meters)      21.14   (feet)  ADJUSTED  
 CK2658  ___________________________________________________________________
 CK2658  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 CK2658  DYNAMIC HT  -           6.435 (meters)      21.11  (feet)  COMP
 CK2658  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 CK2658
 CK2658  VERT ORDER  -  FIRST     CLASS II
 CK2658
 CK2658.The horizontal coordinates were scaled from a topographic map and have
 CK2658.an estimated accuracy of +/- 6 seconds.
 CK2658
 CK2658.The orthometric height was determined by differential leveling
 CK2658.and adjusted by the National Geodetic Survey in June 1991..
 CK2658
 CK2658.The geoid height was determined by GEOID03.
 CK2658
 CK2658.The dynamic height is computed by dividing the NAVD 88
 CK2658.geopotential number by the normal gravity value computed on the
 CK2658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2658.degrees latitude (g = 980.6199 gals.).
 CK2658
 CK2658.The modeled gravity was interpolated from observed gravity values.
 CK2658
 CK2658;                    North         East    Units  Estimated Accuracy
 CK2658;SPC SC       -    93,740.      693,670.      MT  (+/- 180 meters Scaled)
 CK2658
 CK2658                          SUPERSEDED SURVEY CONTROL
 CK2658
 CK2658  NGVD 29 (03/21/89)    6.739  (m)           22.11   (f) ADJUSTED    1 2
 CK2658
 CK2658.Superseded values are not recommended for survey control.
 CK2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2658.See file dsdata.txt to determine how the superseded data were derived.
 CK2658
 CK2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS840156(NAD 83)
 CK2658_MARKER: DB = BENCH MARK DISK
 CK2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2658_SP_SET: CONCRETE POST
 CK2658_STAMPING: VERT 10 152 1983
 CK2658_MARK LOGO: SCGS  
 CK2658_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2658+STABILITY: SURFACE MOTION
 CK2658
 CK2658  HISTORY     - Date     Condition        Report By
 CK2658  HISTORY     - 1983     MONUMENTED       SCGS
 CK2658  HISTORY     - 19950615 GOOD             USPSQD
 CK2658
 CK2658                          STATION DESCRIPTION
 CK2658
 CK2658'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2658'14.6 KM (9.1 MI) SE FROM HOLLYWOOD.
 CK2658'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2658'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2658'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, KEEP RIGHT FOR 3.6
 CK2658'KILOMETERS (2.25 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, SET IN
 CK2658'THE SOUTHWEST ANGLE OF THE INTERSECTION OF A SAND ROAD LEADING
 CK2658'NORTHWEST, 9.8 METERS (32.9 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF
 CK2658'COUNTY ROAD S-10-20, 7.1 METERS (23.9 FEET) WEST-SOUTHWEST OF THE SAND
 CK2658'ROAD LEADING NORTH-NORTHWEST, 7.0 METERS (23.4 FEET) SOUTHEAST OF A
 CK2658'60-INCH BLAZED OAK TREE, 6.9 METERS (23.0 FEET) NORTHEAST OF A
 CK2658'TELEPHONE JUNCTION BOX.
 CK2658'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2658
 CK2658                          STATION RECOVERY (1995)
 CK2658
 CK2658'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2659 ***********************************************************************
 CK2659  DESIGNATION -  10 153
 CK2659  PID         -  CK2659
 CK2659  STATE/COUNTY-  SC/CHARLESTON
 CK2659  USGS QUAD   -  LEGAREVILLE (1971)
 CK2659
 CK2659                         *CURRENT SURVEY CONTROL
 CK2659  ___________________________________________________________________
 CK2659* NAD 83(1986)-  32 40 08.     (N)    080 07 05.     (W)     SCALED    
 CK2659* NAVD 88     -         3.730  (meters)      12.24   (feet)  ADJUSTED  
 CK2659  ___________________________________________________________________
 CK2659  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CK2659  DYNAMIC HT  -           3.726 (meters)      12.22  (feet)  COMP
 CK2659  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 CK2659
 CK2659  VERT ORDER  -  FIRST     CLASS II
 CK2659
 CK2659.The horizontal coordinates were scaled from a topographic map and have
 CK2659.an estimated accuracy of +/- 6 seconds.
 CK2659
 CK2659.The orthometric height was determined by differential leveling
 CK2659.and adjusted by the National Geodetic Survey in June 1991..
 CK2659
 CK2659.The geoid height was determined by GEOID03.
 CK2659
 CK2659.The dynamic height is computed by dividing the NAVD 88
 CK2659.geopotential number by the normal gravity value computed on the
 CK2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2659.degrees latitude (g = 980.6199 gals.).
 CK2659
 CK2659.The modeled gravity was interpolated from observed gravity values.
 CK2659
 CK2659;                    North         East    Units  Estimated Accuracy
 CK2659;SPC SC       -    93,020.      692,320.      MT  (+/- 180 meters Scaled)
 CK2659
 CK2659                          SUPERSEDED SURVEY CONTROL
 CK2659
 CK2659  NGVD 29 (03/21/89)    4.028  (m)           13.22   (f) ADJUSTED    1 2
 CK2659
 CK2659.Superseded values are not recommended for survey control.
 CK2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2659.See file dsdata.txt to determine how the superseded data were derived.
 CK2659
 CK2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS826149(NAD 83)
 CK2659_MARKER: DB = BENCH MARK DISK
 CK2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2659_SP_SET: CONCRETE POST
 CK2659_STAMPING: VERT 10 153 1983
 CK2659_MARK LOGO: SCGS  
 CK2659_PROJECTION: FLUSH
 CK2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2659+STABILITY: SURFACE MOTION
 CK2659
 CK2659  HISTORY     - Date     Condition        Report By
 CK2659  HISTORY     - 1983     MONUMENTED       SCGS
 CK2659  HISTORY     - 19950615 GOOD             USPSQD
 CK2659
 CK2659                          STATION DESCRIPTION
 CK2659
 CK2659'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2659'13.7 KM (8.5 MI) SE FROM HOLLYWOOD.
 CK2659'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2659'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2659'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, KEEP RIGHT FOR 5.1
 CK2659'KILOMETERS (3.2 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, SET IN
 CK2659'FRONT OF THE EASTERN BRICK PILLAR AT THE ENTRANCE OF A DRIVE LEADING
 CK2659'TO A BRICK HOUSE, 53.0 METERS (174.0 FEET) EAST OF THE SOUTHWEST
 CK2659'CORNER OF THE HOUSE, 9.0 METERS (29.5 FEET) NORTH-NORTHWEST OF THE
 CK2659'CENTERLINE OF THE COUNTY ROAD S-10-20, 3.1 METERS (10.9 FEET)
 CK2659'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED DRIVEWAY,
 CK2659'0.6 METER (2.0 FEET) SOUTH OF THE SOUTHEAST CORNER OF THE BRICK PILLAR
 CK2659'AT THE DRIVEWAY.
 CK2659'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2659
 CK2659                          STATION RECOVERY (1995)
 CK2659
 CK2659'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2664 ***********************************************************************
 CK2664  DESIGNATION -  10 154
 CK2664  PID         -  CK2664
 CK2664  STATE/COUNTY-  SC/CHARLESTON
 CK2664  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2664
 CK2664                         *CURRENT SURVEY CONTROL
 CK2664  ___________________________________________________________________
 CK2664* NAD 83(1986)-  32 39 34.     (N)    080 07 47.     (W)     SCALED    
 CK2664* NAVD 88     -         5.165  (meters)      16.95   (feet)  ADJUSTED  
 CK2664  ___________________________________________________________________
 CK2664  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 CK2664  DYNAMIC HT  -           5.160 (meters)      16.93  (feet)  COMP
 CK2664  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CK2664
 CK2664  VERT ORDER  -  FIRST     CLASS II
 CK2664
 CK2664.The horizontal coordinates were scaled from a topographic map and have
 CK2664.an estimated accuracy of +/- 6 seconds.
 CK2664
 CK2664.The orthometric height was determined by differential leveling
 CK2664.and adjusted by the National Geodetic Survey in June 1991..
 CK2664
 CK2664.The geoid height was determined by GEOID03.
 CK2664
 CK2664.The dynamic height is computed by dividing the NAVD 88
 CK2664.geopotential number by the normal gravity value computed on the
 CK2664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2664.degrees latitude (g = 980.6199 gals.).
 CK2664
 CK2664.The modeled gravity was interpolated from observed gravity values.
 CK2664
 CK2664;                    North         East    Units  Estimated Accuracy
 CK2664;SPC SC       -    91,960.      691,240.      MT  (+/- 180 meters Scaled)
 CK2664
 CK2664                          SUPERSEDED SURVEY CONTROL
 CK2664
 CK2664  NGVD 29 (03/21/89)    5.463  (m)           17.92   (f) ADJUSTED    1 2
 CK2664
 CK2664.Superseded values are not recommended for survey control.
 CK2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2664.See file dsdata.txt to determine how the superseded data were derived.
 CK2664
 CK2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS816138(NAD 83)
 CK2664_MARKER: DB = BENCH MARK DISK
 CK2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2664_SP_SET: CONCRETE POST
 CK2664_STAMPING: VERT 10 154 1983
 CK2664_MARK LOGO: SCGS  
 CK2664_PROJECTION: FLUSH
 CK2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2664+STABILITY: SURFACE MOTION
 CK2664
 CK2664  HISTORY     - Date     Condition        Report By
 CK2664  HISTORY     - 1983     MONUMENTED       SCGS
 CK2664  HISTORY     - 19950615 GOOD             USPSQD
 CK2664
 CK2664                          STATION DESCRIPTION
 CK2664
 CK2664'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2664'13.2 KM (8.2 MI) SE FROM HOLLYWOOD.
 CK2664'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2664'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2664'ALONG COUNTY ROAD S-10-20 (BOHICKET ROAD) TO A Y-INTERSECTION,
 CK2664'CONTINUE 6.85 KILOMETERS (4.25 MILES) SOUTHWEST ALONG COUNTY ROAD
 CK2664'S-10-20, SET NEAR A FOUR-FOOT HIGH FENCE CORNER, 0.5 METER (1.6 FEET)
 CK2664'SOUTH OF THE SOUTHEAST CORNER OF THE NORTHEAST FENCE CORNER, 19.4
 CK2664'METERS (63.6 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL
 CK2664'DRIVE TO A ONE-STORY STUCCO HOUSE, 11.6 METERS (38.1 FEET)
 CK2664'WEST-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 13.9 METERS (45.5
 CK2664'FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE.
 CK2664'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2664
 CK2664                          STATION RECOVERY (1995)
 CK2664
 CK2664'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2668 ***********************************************************************
 CK2668  DESIGNATION -  10 156
 CK2668  PID         -  CK2668
 CK2668  STATE/COUNTY-  SC/CHARLESTON
 CK2668  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2668
 CK2668                         *CURRENT SURVEY CONTROL
 CK2668  ___________________________________________________________________
 CK2668* NAD 83(1986)-  32 38 06.     (N)    080 08 52.     (W)     SCALED    
 CK2668* NAVD 88     -         4.164  (meters)      13.66   (feet)  ADJUSTED  
 CK2668  ___________________________________________________________________
 CK2668  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 CK2668  DYNAMIC HT  -           4.159 (meters)      13.64  (feet)  COMP
 CK2668  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 CK2668
 CK2668  VERT ORDER  -  FIRST     CLASS II
 CK2668
 CK2668.The horizontal coordinates were scaled from a topographic map and have
 CK2668.an estimated accuracy of +/- 6 seconds.
 CK2668
 CK2668.The orthometric height was determined by differential leveling
 CK2668.and adjusted by the National Geodetic Survey in June 1991..
 CK2668
 CK2668.The geoid height was determined by GEOID03.
 CK2668
 CK2668.The dynamic height is computed by dividing the NAVD 88
 CK2668.geopotential number by the normal gravity value computed on the
 CK2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2668.degrees latitude (g = 980.6199 gals.).
 CK2668
 CK2668.The modeled gravity was interpolated from observed gravity values.
 CK2668
 CK2668;                    North         East    Units  Estimated Accuracy
 CK2668;SPC SC       -    89,240.      689,570.      MT  (+/- 180 meters Scaled)
 CK2668
 CK2668                          SUPERSEDED SURVEY CONTROL
 CK2668
 CK2668  NGVD 29 (03/21/89)    4.462  (m)           14.64   (f) ADJUSTED    1 2
 CK2668
 CK2668.Superseded values are not recommended for survey control.
 CK2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2668.See file dsdata.txt to determine how the superseded data were derived.
 CK2668
 CK2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS799111(NAD 83)
 CK2668_MARKER: DB = BENCH MARK DISK
 CK2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2668_SP_SET: CONCRETE POST
 CK2668_STAMPING: VERT 10 156 1983
 CK2668_MARK LOGO: SCGS  
 CK2668_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2668+STABILITY: SURFACE MOTION
 CK2668
 CK2668  HISTORY     - Date     Condition        Report By
 CK2668  HISTORY     - 1983     MONUMENTED       SCGS
 CK2668  HISTORY     - 19950615 MARK NOT FOUND   USPSQD
 CK2668
 CK2668                          STATION DESCRIPTION
 CK2668
 CK2668'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2668'14.3 KM (8.9 MI) SE FROM HOLLYWOOD.
 CK2668'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2668'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2668'ALONG COUNTY ROAD S-10-20 (BOHICKET ROAD) TO A Y-INTERSECTION,
 CK2668'CONTINUE 10.0 KILOMETERS (6.2 MILES) SOUTHWEST ALONG COUNTY ROAD
 CK2668'S-10-20, SET NEAR A POWER POLE WITH A TRANSFORMER IN THE FRONT YARD OF
 CK2668'TWO ONE-STORY WOOD HOUSES, 6.2 METERS (20.2 FEET) SOUTH-SOUTHEAST OF A
 CK2668'18-INCH CEDAR TREE, 7.3 METERS (24.1 FEET) WEST-NORTHWEST OF THE
 CK2668'CENTERLINE OF COUNTY ROAD, 11.4 METERS (37.3 FEET) NORTHEAST OF THE
 CK2668'APPROXIMATE CENTER OF THE SOUTHERN MOST OF TWO SAND DRIVES LEADING TO
 CK2668'THE TWO HOUSES, 34.7 METERS (113.8 FEET) SOUTHEAST OF THE SOUTHEAST
 CK2668'CORNER OF THE NORTHERN MOST HOUSE.
 CK2668'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2668
 CK2668                          STATION RECOVERY (1995)
 CK2668
 CK2668'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2669 ***********************************************************************
 CK2669  DESIGNATION -  10 157
 CK2669  PID         -  CK2669
 CK2669  STATE/COUNTY-  SC/CHARLESTON
 CK2669  USGS QUAD   -  ROCKVILLE (1971)
 CK2669
 CK2669                         *CURRENT SURVEY CONTROL
 CK2669  ___________________________________________________________________
 CK2669* NAD 83(1986)-  32 37 16.     (N)    080 09 10.     (W)     SCALED    
 CK2669* NAVD 88     -         4.613  (meters)      15.13   (feet)  ADJUSTED  
 CK2669  ___________________________________________________________________
 CK2669  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 CK2669  DYNAMIC HT  -           4.608 (meters)      15.12  (feet)  COMP
 CK2669  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CK2669
 CK2669  VERT ORDER  -  FIRST     CLASS II
 CK2669
 CK2669.The horizontal coordinates were scaled from a topographic map and have
 CK2669.an estimated accuracy of +/- 6 seconds.
 CK2669
 CK2669.The orthometric height was determined by differential leveling
 CK2669.and adjusted by the National Geodetic Survey in June 1991..
 CK2669
 CK2669.The geoid height was determined by GEOID03.
 CK2669
 CK2669.The dynamic height is computed by dividing the NAVD 88
 CK2669.geopotential number by the normal gravity value computed on the
 CK2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2669.degrees latitude (g = 980.6199 gals.).
 CK2669
 CK2669.The modeled gravity was interpolated from observed gravity values.
 CK2669
 CK2669;                    North         East    Units  Estimated Accuracy
 CK2669;SPC SC       -    87,690.      689,110.      MT  (+/- 180 meters Scaled)
 CK2669
 CK2669                          SUPERSEDED SURVEY CONTROL
 CK2669
 CK2669  NGVD 29 (03/21/89)    4.911  (m)           16.11   (f) ADJUSTED    1 2
 CK2669
 CK2669.Superseded values are not recommended for survey control.
 CK2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2669.See file dsdata.txt to determine how the superseded data were derived.
 CK2669
 CK2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS794096(NAD 83)
 CK2669_MARKER: DB = BENCH MARK DISK
 CK2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2669_SP_SET: CONCRETE POST
 CK2669_STAMPING: VERT 10 157 1983
 CK2669_MARK LOGO: SCGS  
 CK2669_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2669+STABILITY: SURFACE MOTION
 CK2669
 CK2669  HISTORY     - Date     Condition        Report By
 CK2669  HISTORY     - 1983     MONUMENTED       SCGS
 CK2669  HISTORY     - 19950615 GOOD             USPSQD
 CK2669
 CK2669                          STATION DESCRIPTION
 CK2669
 CK2669'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2669'15.4 KM (9.6 MI) SE FROM HOLLYWOOD.
 CK2669'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2669'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2669'ALONG COUNTY ROAD S-10-20 (BOHICKET ROAD) TO A Y-INTERSECTION,
 CK2669'CONTINUE 11.65 KILOMETERS (7.25 MILES) SOUTHWEST ALONG COUNTY ROAD
 CK2669'S-10-20, SET NEAR A POWER POLE WITH FOUR GUY WIRES, 1.5 METERS (4.9
 CK2669'FEET) NORTHWEST OF THE POWER POLE, 3.7 METERS (12.1 FEET) NORTHEAST OF
 CK2669'THE NORTHEAST CORNER OF A SLATE ROCK GREENHOUSE, 10.7 METERS (35.2
 CK2669'FEET) WEST OF THE CENTERLINE OF COUNTY ROAD, 12.5 METERS (40.9 FEET)
 CK2669'SOUTH OF A SAND DRIVE, 20.8 METERS (68.4 FEET) NORTH-NORTHWEST OF A
 CK2669'130-INCH LIVE OAK TREE.
 CK2669'THE MARK IS 1.00 M ABOVE COUNTY ROAD.
 CK2669
 CK2669                          STATION RECOVERY (1995)
 CK2669
 CK2669'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2673 ***********************************************************************
 CK2673  DESIGNATION -  10 158
 CK2673  PID         -  CK2673
 CK2673  STATE/COUNTY-  SC/CHARLESTON
 CK2673  USGS QUAD   -  ROCKVILLE (1971)
 CK2673
 CK2673                         *CURRENT SURVEY CONTROL
 CK2673  ___________________________________________________________________
 CK2673* NAD 83(1986)-  32 36 29.     (N)    080 09 01.     (W)     SCALED    
 CK2673* NAVD 88     -         1.775  (meters)       5.82   (feet)  ADJUSTED  
 CK2673  ___________________________________________________________________
 CK2673  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 CK2673  DYNAMIC HT  -           1.773 (meters)       5.82  (feet)  COMP
 CK2673  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 CK2673
 CK2673  VERT ORDER  -  FIRST     CLASS II
 CK2673
 CK2673.The horizontal coordinates were scaled from a topographic map and have
 CK2673.an estimated accuracy of +/- 6 seconds.
 CK2673
 CK2673.The orthometric height was determined by differential leveling
 CK2673.and adjusted by the National Geodetic Survey in June 1991..
 CK2673
 CK2673.The geoid height was determined by GEOID03.
 CK2673
 CK2673.The dynamic height is computed by dividing the NAVD 88
 CK2673.geopotential number by the normal gravity value computed on the
 CK2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2673.degrees latitude (g = 980.6199 gals.).
 CK2673
 CK2673.The modeled gravity was interpolated from observed gravity values.
 CK2673
 CK2673;                    North         East    Units  Estimated Accuracy
 CK2673;SPC SC       -    86,250.      689,360.      MT  (+/- 180 meters Scaled)
 CK2673
 CK2673                          SUPERSEDED SURVEY CONTROL
 CK2673
 CK2673  NGVD 29 (03/21/89)    2.073  (m)            6.80   (f) ADJUSTED    1 2
 CK2673
 CK2673.Superseded values are not recommended for survey control.
 CK2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2673.See file dsdata.txt to determine how the superseded data were derived.
 CK2673
 CK2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS797081(NAD 83)
 CK2673_MARKER: DB = BENCH MARK DISK
 CK2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2673_SP_SET: CONCRETE POST
 CK2673_STAMPING: VERT 10 158 1983
 CK2673_MARK LOGO: SCGS  
 CK2673_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2673+STABILITY: SURFACE MOTION
 CK2673
 CK2673  HISTORY     - Date     Condition        Report By
 CK2673  HISTORY     - 1983     MONUMENTED       SCGS
 CK2673  HISTORY     - 19950615 MARK NOT FOUND   USPSQD
 CK2673
 CK2673                          STATION DESCRIPTION
 CK2673
 CK2673'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2673'16.2 KM (10.1 MI) SE FROM HOLLYWOOD.
 CK2673'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2673'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2673'ALONG COUNTY ROAD S-10-20 (BOHICKET ROAD) TO A Y-INTERSECTION,
 CK2673'CONTINUE 13.4 KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD
 CK2673'S-10-20, SET NEAR A SIGN (SEABROOK ISLAND) ACROSS FROM THE ENTRANCE
 CK2673'ROAD TO KIAWAH ISLAND, 0.9 METER (2.9 FEET) SOUTH-SOUTHEAST OF THE
 CK2673'SOUTHEAST CORNER OF THE SIGN POST, 4.5 METERS (14.6 FEET) WEST OF THE
 CK2673'CENTERLINE OF THE COUNTY ROAD, 16.1 METERS (52.8 FEET) NORTH OF A
 CK2673'80-INCH TRIPLE TRUNK LIVE OAK TREE.
 CK2673'THE MARK IS 0.70 METERS  E FROM A WITNESS POST.
 CK2673'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
 CK2673
 CK2673                          STATION RECOVERY (1995)
 CK2673
 CK2673'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2775 ***********************************************************************
 CK2775  DESIGNATION -  10 160
 CK2775  PID         -  CK2775
 CK2775  STATE/COUNTY-  SC/CHARLESTON
 CK2775  USGS QUAD   -  LEGAREVILLE (1971)
 CK2775
 CK2775                         *CURRENT SURVEY CONTROL
 CK2775  ___________________________________________________________________
 CK2775* NAD 83(1986)-  32 39 35.     (N)    080 04 29.     (W)     SCALED    
 CK2775* NAVD 88     -         3.009  (meters)       9.87   (feet)  ADJUSTED  
 CK2775  ___________________________________________________________________
 CK2775  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CK2775  DYNAMIC HT  -           3.005 (meters)       9.86  (feet)  COMP
 CK2775  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 CK2775
 CK2775  VERT ORDER  -  FIRST     CLASS II
 CK2775
 CK2775.The horizontal coordinates were scaled from a topographic map and have
 CK2775.an estimated accuracy of +/- 6 seconds.
 CK2775
 CK2775.The orthometric height was determined by differential leveling
 CK2775.and adjusted by the National Geodetic Survey in June 1991..
 CK2775
 CK2775.The geoid height was determined by GEOID03.
 CK2775
 CK2775.The dynamic height is computed by dividing the NAVD 88
 CK2775.geopotential number by the normal gravity value computed on the
 CK2775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2775.degrees latitude (g = 980.6199 gals.).
 CK2775
 CK2775.The modeled gravity was interpolated from observed gravity values.
 CK2775
 CK2775;                    North         East    Units  Estimated Accuracy
 CK2775;SPC SC       -    92,040.      696,400.      MT  (+/- 180 meters Scaled)
 CK2775
 CK2775                          SUPERSEDED SURVEY CONTROL
 CK2775
 CK2775  NGVD 29 (03/21/89)    3.307  (m)           10.85   (f) ADJUSTED    1 2
 CK2775
 CK2775.Superseded values are not recommended for survey control.
 CK2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2775.See file dsdata.txt to determine how the superseded data were derived.
 CK2775
 CK2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS867139(NAD 83)
 CK2775_MARKER: DB = BENCH MARK DISK
 CK2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2775_SP_SET: CONCRETE POST
 CK2775_STAMPING: VERT 10 160 1983
 CK2775_MARK LOGO: SCGS  
 CK2775_PROJECTION: RECESSED 3 CENTIMETERS
 CK2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2775+STABILITY: SURFACE MOTION
 CK2775
 CK2775  HISTORY     - Date     Condition        Report By
 CK2775  HISTORY     - 1983     MONUMENTED       SCGS
 CK2775  HISTORY     - 19950616 GOOD             USPSQD
 CK2775
 CK2775                          STATION DESCRIPTION
 CK2775
 CK2775'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2775'18.0 KM (11.2 MI) SE FROM HOLLYWOOD.
 CK2775'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2775'ISLAND POST OFFICE, THENCE 10.4 KILOMETERS (6.45 MILES) SOUTH ALONG
 CK2775'COUNTY ROAD S-10-54, THENCE 3.0 KILOMETERS (1.9 MILES) WEST ALONG
 CK2775'COUNTY ROAD S-10-91, SET NEAR A 60-INCH PECAN TREE IN THE SOUTHEAST
 CK2775'LAWN OF A ONE-STORY WOOD HOUSE, 40.2 METERS (132.0 FEET) SOUTHEAST OF
 CK2775'THE SOUTHEAST CORNER OF THE HOUSE, 0.6 METER (2.0 FEET) WEST-NORTHWEST
 CK2775'OF THE SOUTHWEST CORNER OF THE FENCE LINE, 6.7 METERS (22.0 FEET)
 CK2775'SOUTH-SOUTHEAST OF THE PECAN TREE, 7.1 METERS (23.7 FEET)
 CK2775'NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD.
 CK2775'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2775
 CK2775                          STATION RECOVERY (1995)
 CK2775
 CK2775'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2776 ***********************************************************************
 CK2776  DESIGNATION -  10 161
 CK2776  PID         -  CK2776
 CK2776  STATE/COUNTY-  SC/CHARLESTON
 CK2776  USGS QUAD   -  LEGAREVILLE (1971)
 CK2776
 CK2776                         *CURRENT SURVEY CONTROL
 CK2776  ___________________________________________________________________
 CK2776* NAD 83(1986)-  32 39 23.     (N)    080 05 28.     (W)     SCALED    
 CK2776* NAVD 88     -         3.488  (meters)      11.44   (feet)  ADJUSTED  
 CK2776  ___________________________________________________________________
 CK2776  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK2776  DYNAMIC HT  -           3.484 (meters)      11.43  (feet)  COMP
 CK2776  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CK2776
 CK2776  VERT ORDER  -  FIRST     CLASS II
 CK2776
 CK2776.The horizontal coordinates were scaled from a topographic map and have
 CK2776.an estimated accuracy of +/- 6 seconds.
 CK2776
 CK2776.The orthometric height was determined by differential leveling
 CK2776.and adjusted by the National Geodetic Survey in June 1991..
 CK2776
 CK2776.The geoid height was determined by GEOID03.
 CK2776
 CK2776.The dynamic height is computed by dividing the NAVD 88
 CK2776.geopotential number by the normal gravity value computed on the
 CK2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2776.degrees latitude (g = 980.6199 gals.).
 CK2776
 CK2776.The modeled gravity was interpolated from observed gravity values.
 CK2776
 CK2776;                    North         East    Units  Estimated Accuracy
 CK2776;SPC SC       -    91,650.      694,860.      MT  (+/- 180 meters Scaled)
 CK2776
 CK2776                          SUPERSEDED SURVEY CONTROL
 CK2776
 CK2776  NGVD 29 (03/21/89)    3.786  (m)           12.42   (f) ADJUSTED    1 2
 CK2776
 CK2776.Superseded values are not recommended for survey control.
 CK2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2776.See file dsdata.txt to determine how the superseded data were derived.
 CK2776
 CK2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS852135(NAD 83)
 CK2776_MARKER: DB = BENCH MARK DISK
 CK2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2776_SP_SET: CONCRETE POST
 CK2776_STAMPING: VERT 10 161 1983
 CK2776_MARK LOGO: SCGS  
 CK2776_PROJECTION: RECESSED 7 CENTIMETERS
 CK2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2776+STABILITY: SURFACE MOTION
 CK2776
 CK2776  HISTORY     - Date     Condition        Report By
 CK2776  HISTORY     - 1983     MONUMENTED       SCGS
 CK2776  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 CK2776
 CK2776                          STATION DESCRIPTION
 CK2776
 CK2776'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2776'16.7 KM (10.4 MI) SE FROM HOLLYWOOD.
 CK2776'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2776'ISLAND POST OFFICE, THENCE 10.4 KILOMETERS (6.45 MILES) SOUTH ALONG
 CK2776'COUNTY ROAD S-10-54, THENCE 4.6 KILOMETERS (2.85 MILES) WEST ALONG
 CK2776'COUNTY ROAD S-10-91, SET NEAR A 50-INCH LIVE OAK TREE ON THE WEST LAWN
 CK2776'OF A ONE-STORY WOOD HOUSE, 0.7 METER (2.9 FEET) EAST OF A FENCE LINE,
 CK2776'2.7 METERS (9.1 FEET) NORTH-NORTHWEST OF THE OAK TREE, 13.1 METERS
 CK2776'(43.1 FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 CK2776'22.0 METERS (72.9 FEET) NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 CK2776'25.0 METERS (82.0 FEET) WEST OF THE APPROXIMATE CENTER OF THE SAND
 CK2776'DRIVE.
 CK2776'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2776
 CK2776                          STATION RECOVERY (1995)
 CK2776
 CK2776'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2781 ***********************************************************************
 CK2781  DESIGNATION -  10 162
 CK2781  PID         -  CK2781
 CK2781  STATE/COUNTY-  SC/CHARLESTON
 CK2781  USGS QUAD   -  LEGAREVILLE (1971)
 CK2781
 CK2781                         *CURRENT SURVEY CONTROL
 CK2781  ___________________________________________________________________
 CK2781* NAD 83(1986)-  32 39 08.     (N)    080 06 27.     (W)     SCALED    
 CK2781* NAVD 88     -         3.578  (meters)      11.74   (feet)  ADJUSTED  
 CK2781  ___________________________________________________________________
 CK2781  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 CK2781  DYNAMIC HT  -           3.574 (meters)      11.73  (feet)  COMP
 CK2781  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 CK2781
 CK2781  VERT ORDER  -  FIRST     CLASS II
 CK2781
 CK2781.The horizontal coordinates were scaled from a topographic map and have
 CK2781.an estimated accuracy of +/- 6 seconds.
 CK2781
 CK2781.The orthometric height was determined by differential leveling
 CK2781.and adjusted by the National Geodetic Survey in June 1991..
 CK2781
 CK2781.The geoid height was determined by GEOID03.
 CK2781
 CK2781.The dynamic height is computed by dividing the NAVD 88
 CK2781.geopotential number by the normal gravity value computed on the
 CK2781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2781.degrees latitude (g = 980.6199 gals.).
 CK2781
 CK2781.The modeled gravity was interpolated from observed gravity values.
 CK2781
 CK2781;                    North         East    Units  Estimated Accuracy
 CK2781;SPC SC       -    91,180.      693,330.      MT  (+/- 180 meters Scaled)
 CK2781
 CK2781                          SUPERSEDED SURVEY CONTROL
 CK2781
 CK2781  NGVD 29 (03/21/89)    3.876  (m)           12.72   (f) ADJUSTED    1 2
 CK2781
 CK2781.Superseded values are not recommended for survey control.
 CK2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2781.See file dsdata.txt to determine how the superseded data were derived.
 CK2781
 CK2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS837130(NAD 83)
 CK2781_MARKER: DB = BENCH MARK DISK
 CK2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2781_SP_SET: CONCRETE POST
 CK2781_STAMPING: VERT 10 162 1983
 CK2781_MARK LOGO: SCGS  
 CK2781_PROJECTION: RECESSED 3 CENTIMETERS
 CK2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2781+STABILITY: SURFACE MOTION
 CK2781
 CK2781  HISTORY     - Date     Condition        Report By
 CK2781  HISTORY     - 1983     MONUMENTED       SCGS
 CK2781
 CK2781                          STATION DESCRIPTION
 CK2781
 CK2781'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2781'15.6 KM (9.7 MI) SE FROM HOLLYWOOD.
 CK2781'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2781'ISLAND POST OFFICE, THENCE 10.4 KILOMETERS (6.45 MILES) SOUTH ALONG
 CK2781'COUNTY ROAD S-10-54, THENCE 6.2 KILOMETERS (3.85 MILES) WEST ALONG
 CK2781'COUNTY ROAD S-10-91, SET NEAR A POWERPOLE WITH A TRANSFORMER IN THE
 CK2781'FRONT LAWN OF A ONE-STORY BRICK HOUSE, 1.0 METER (3.8 FEET)
 CK2781'WEST-SOUTHWEST OF POWER POLE NUMBER 34 SW 74 B, 8.6 METERS (28.4 FEET)
 CK2781'EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-91, 9.8 METERS
 CK2781'(32.4 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVE
 CK2781'TO THE HOUSE, 15.8 METERS (52.1 FEET) SOUTH-SOUTHEAST OF A 90-INCH OAK
 CK2781'TREE, 40.9 METERS (134.8 FEET) NORTH-NORTHEAST OF THE NORTHWEST CORNER
 CK2781'OF THE HOUSE.
 CK2781'THE MARK IS 1.00 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2782 ***********************************************************************
 CK2782  DESIGNATION -  10 163
 CK2782  PID         -  CK2782
 CK2782  STATE/COUNTY-  SC/CHARLESTON
 CK2782  USGS QUAD   -  LEGAREVILLE (1971)
 CK2782
 CK2782                         *CURRENT SURVEY CONTROL
 CK2782  ___________________________________________________________________
 CK2782* NAD 83(1986)-  32 38 49.     (N)    080 07 14.     (W)     SCALED    
 CK2782* NAVD 88     -         3.584  (meters)      11.76   (feet)  ADJUSTED  
 CK2782  ___________________________________________________________________
 CK2782  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 CK2782  DYNAMIC HT  -           3.580 (meters)      11.75  (feet)  COMP
 CK2782  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 CK2782
 CK2782  VERT ORDER  -  FIRST     CLASS II
 CK2782
 CK2782.The horizontal coordinates were scaled from a topographic map and have
 CK2782.an estimated accuracy of +/- 6 seconds.
 CK2782
 CK2782.The orthometric height was determined by differential leveling
 CK2782.and adjusted by the National Geodetic Survey in June 1991..
 CK2782
 CK2782.The geoid height was determined by GEOID03.
 CK2782
 CK2782.The dynamic height is computed by dividing the NAVD 88
 CK2782.geopotential number by the normal gravity value computed on the
 CK2782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2782.degrees latitude (g = 980.6199 gals.).
 CK2782
 CK2782.The modeled gravity was interpolated from observed gravity values.
 CK2782
 CK2782;                    North         East    Units  Estimated Accuracy
 CK2782;SPC SC       -    90,580.      692,110.      MT  (+/- 180 meters Scaled)
 CK2782
 CK2782                          SUPERSEDED SURVEY CONTROL
 CK2782
 CK2782  NGVD 29 (03/21/89)    3.882  (m)           12.74   (f) ADJUSTED    1 2
 CK2782
 CK2782.Superseded values are not recommended for survey control.
 CK2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2782.See file dsdata.txt to determine how the superseded data were derived.
 CK2782
 CK2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS824124(NAD 83)
 CK2782_MARKER: DB = BENCH MARK DISK
 CK2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2782_SP_SET: CONCRETE POST
 CK2782_STAMPING: VERT 10 163 1983
 CK2782_MARK LOGO: SCGS  
 CK2782_PROJECTION: RECESSED 3 CENTIMETERS
 CK2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2782+STABILITY: SURFACE MOTION
 CK2782
 CK2782  HISTORY     - Date     Condition        Report By
 CK2782  HISTORY     - 1983     MONUMENTED       SCGS
 CK2782  HISTORY     - 19950616 GOOD             USPSQD
 CK2782
 CK2782                          STATION DESCRIPTION
 CK2782
 CK2782'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2782'14.8 KM (9.2 MI) SE FROM HOLLYWOOD.
 CK2782'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2782'ISLAND POST OFFICE, THENCE 10.4 KILOMETERS (6.45 MILES) SOUTH ALONG
 CK2782'COUNTY ROAD S-10-54, THENCE 7.6 KILOMETERS (4.75 MILES) WEST ALONG
 CK2782'COUNTY ROAD S-10-91, SET NEAR A POWER POLE ON THE NORTHEAST LAWN OF A
 CK2782'ONE-STORY BRICK HOUSE, 1.2 METERS (4.1 FEET) WEST-NORTHWEST OF THE
 CK2782'POWER POLE, 7.6 METERS (25.4 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 CK2782'CENTER OF THE EAST DRIVE TO THE HOUSE, 11.9 METERS (39.0 FEET) WEST OF
 CK2782'THE NORTHEAST FENCE CORNER, 12.9 METERS (42.7 FEET) SOUTH-SOUTHEAST OF
 CK2782'THE CENTERLINE OF COUNTY ROAD, 73.8 METERS (242.2 FEET)
 CK2782'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
 CK2782'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2782
 CK2782                          STATION RECOVERY (1995)
 CK2782
 CK2782'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2674 ***********************************************************************
 CK2674  DESIGNATION -  10 164
 CK2674  PID         -  CK2674
 CK2674  STATE/COUNTY-  SC/CHARLESTON
 CK2674  USGS QUAD   -  ROCKVILLE (1971)
 CK2674
 CK2674                         *CURRENT SURVEY CONTROL
 CK2674  ___________________________________________________________________
 CK2674* NAD 83(2001)-  32 36 14.18533(N)    080 08 11.62500(W)     ADJUSTED  
 CK2674* NAVD 88     -         1.649  (meters)       5.41   (feet)  ADJUSTED  
 CK2674  ___________________________________________________________________
 CK2674  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 CK2674  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2674  DYNAMIC HT  -           1.647 (meters)       5.40  (feet)  COMP
 CK2674  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CK2674
 CK2674  HORZ ORDER  -  SECOND
 CK2674  VERT ORDER  -  FIRST     CLASS II
 CK2674
 CK2674.The horizontal coordinates were established by classical geodetic methods
 CK2674.and adjusted by the National Geodetic Survey in March 2004..
 CK2674.No horizontal observational check was made to the station.
 CK2674
 CK2674.The orthometric height was determined by differential leveling
 CK2674.and adjusted by the National Geodetic Survey in June 1991..
 CK2674
 CK2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2674
 CK2674.The geoid height was determined by GEOID03.
 CK2674
 CK2674.The dynamic height is computed by dividing the NAVD 88
 CK2674.geopotential number by the normal gravity value computed on the
 CK2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2674.degrees latitude (g = 980.6199 gals.).
 CK2674
 CK2674.The modeled gravity was interpolated from observed gravity values.
 CK2674
 CK2674;                    North         East     Units Scale Factor Converg.
 CK2674;SPC SC       -    85,801.784   690,645.816   MT  0.99996501   +0 28 43.3
 CK2674;SPC SC       -   281,501.92  2,265,898.35   iFT  0.99996501   +0 28 43.3
 CK2674;UTM  17      - 3,607,710.080   581,018.471   MT  0.99968094   +0 27 55.0
 CK2674
 CK2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2674!SPC SC       -   1.00000489  x   0.99996501  =   0.99996990
 CK2674!UTM  17      -   1.00000489  x   0.99968094  =   0.99968582
 CK2674
 CK2674                          SUPERSEDED SURVEY CONTROL
 CK2674
 CK2674  NAD 83(1986)-  32 36 14.19619(N)    080 08 11.62922(W) AD(       ) 2
 CK2674  NGVD 29 (03/21/89)    1.947  (m)            6.39   (f) ADJUSTED    1 2
 CK2674
 CK2674.Superseded values are not recommended for survey control.
 CK2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2674.See file dsdata.txt to determine how the superseded data were derived.
 CK2674
 CK2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8101807710(NAD 83)
 CK2674_MARKER: DD = SURVEY DISK
 CK2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2674_SP_SET: CONCRETE POST
 CK2674_STAMPING: VERT 10 164 1983
 CK2674_MARK LOGO: SCGS  
 CK2674_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2674+STABILITY: SURFACE MOTION
 CK2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2674+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2674
 CK2674  HISTORY     - Date     Condition        Report By
 CK2674  HISTORY     - 1983     MONUMENTED       SCGS
 CK2674  HISTORY     - 1983     GOOD             SCGS
 CK2674  HISTORY     - 19910522 GOOD             SCGS
 CK2674  HISTORY     - 20050125 GOOD             SCGS
 CK2674
 CK2674                          STATION DESCRIPTION
 CK2674
 CK2674'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK2674'THE STATION IS LOCATED ON KIAWAH ISLAND AND ALONG KIAWAH ISLAND
 CK2674'PARKWAY.
 CK2674'OWNERSHIP--KIAWAH ISLAND COMPANY, ALAN F BATOG PE, P O BOX 12910,
 CK2674'CHARLESTON SC 29412, PHONE 803-768-2121 EXT-1805.
 CK2674'
 CK2674'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2674'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 4.7 KM (2.95 MI) TO THE
 CK2674'JUNCTION WITH COUNTY ROAD S-10-20.  TURN LEFT ON COUNTY ROAD
 CK2674'S-10-20 FOR 16.5 KM (10.3 MI) TO THE ENTRANCE TO KIAWAH ISLAND.
 CK2674'TURN LEFT AND GO EASTERLY ALONG KIAWAH ISLAND PARKWAY FOR 1.5 KM
 CK2674'(0.95 MI) TO THE STATION ON THE LEFT AT A PIPE CULVERT.
 CK2674'
 CK2674'THE STATION IS A STANDARD SCGS DISK
 CK2674'STAMPED---VERT 10 164 1983---,
 CK2674'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2674'30 CM IN DIAMETER PROJECTING 7 CM ABOVE GROUND.  LOCATED
 CK2674'19.3 METERS (63.8 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CK2674'OF KIAWAH ISLAND PARKWAY,
 CK2674'12.2 METERS (40.0 FT) NORTH-NORTHWEST FROM A TWO FOOT DIAMETER
 CK2674'MANHOLE COVER,
 CK2674'7.7 METERS (25.8 FT) SOUTH-SOUTHEAST FROM A 36-INCH LIVE OAK TREE
 CK2674'AND
 CK2674'2.4 METERS (8.1 FT) NORTHEAST FROM A 30-INCH PINE TREE.
 CK2674'
 CK2674'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 CK2674'
 CK2674'AN EDM TRAVERSE WAS MADE TO 10 268 SCGS.
 CK2674'
 CK2674'THIS MARK IS A BENCH MARK BUT HAS NOT BEEN LEVELED TO.
 CK2674'
 CK2674'DESCRIBED BY ANDREW L. PORTERFIELD.
 CK2674
 CK2674                          STATION RECOVERY (1983)
 CK2674
 CK2674'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2674'IN KIAWAH ISLAND.
 CK2674'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2674'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2674'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2674'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2674'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20 TO THE
 CK2674'ENTRANCE TO KIAWAH ISLAND, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHEAST
 CK2674'ALONG KIAWAH ISLAND PARKWAY, SET NEAR THE TIMBER LINE, 2.4 METERS (8.1
 CK2674'FEET) NORTHEAST OF A 60-INCH BLAZED PINE TREE, 7.9 METERS (25.8 FEET)
 CK2674'SOUTH OF AN 80-INCH OAK TREE, 12.2 METERS (40.0 FEET) NORTH OF A
 CK2674'MANHOLE COVER, 19.3 METERS (63.8 FEET) NORTH OF THE CENTERLINE OF THE
 CK2674'ROAD.
 CK2674'THE MARK IS 1.00 METERS  WSW FROM A WITNESS POST.
 CK2674
 CK2674                          STATION RECOVERY (1991)
 CK2674
 CK2674'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2674'STATION IS LOCATED ON KIAWAH ISLAND.  OWNERSHIP--KIAWAH ISLAND
 CK2674'COMPANY, ALAN F. BATOG P.E., P.O. BOX 12910, CHARLESTON, SC 29412,
 CK2674'PHONE 803-768-2121 EXTENSION 1805.
 CK2674'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2674'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2674'HIGHWAY 700 FOR 7.1 MILES (11.4 KM) TO THE JUNCTION OF STATE ROAD 20
 CK2674'(BOHICKET ROAD), TURN LEFT ON ROAD 20 FOR 7.3 MILES (11.7 KM) TO THE
 CK2674'JUNCTION OF STATE ROAD 91 (RIVER ROAD), CONTINUE ON ROAD 20 FOR 2.95
 CK2674'MILES (4.75 KM) TO A ROAD LEFT (ENTRANCE TO KIAWAH ISLAND), TURN LEFT
 CK2674'ON THE PAVED ENTRANCE ROAD FOR 0.95 MILE (1.53 KM) TO THE STATION ON
 CK2674'THE LEFT IN A WOODED AREA NEAR A PIPE CULVERT.
 CK2674'STATION IS A CONCRETE POST PROJECTING 2-INCHES AND LEVEL WITH THE
 CK2674'ROAD, 63.0 FEET (19.2 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD,
 CK2674'35.9 FEET (10.9 M) NORTH NORTHWEST OF THE CENTER OF A METAL MANHOLE
 CK2674'COVER, 12.6 FEET (3.8 M) SOUTHWEST OF A 12-INCH PINE TREE WITH A SCGS
 CK2674'REFERENCE WASHER ATTACHED, 23.0 FEET (7.0 M) NORTH OF THE NORTH END
 CK2674'OF A 12-INCH METAL PIPE CULVERT BENEATH THE ROAD, 2.5 FEET (0.8 M)
 CK2674'WEST OF A WITNESS POST.
 CK2674'RECOVERED BY T. HALL.
 CK2674
 CK2674                          STATION RECOVERY (2005)
 CK2674
 CK2674'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2674'STATION IS LOCATED ALONG THE ENTRANCE R0AD TO KIAWAH ISLAND, 16.8
 CK2674'MILES SOUTHWEST OF  CHARLESTON. OWNERSHIP--NORM SHEA, DIRECTOR, LAKES
 CK2674'MANAGEMENT, KIAWAH ISLAND  COMMUNITY ASSOCIATION, 20 KESTREL COURT,
 CK2674'KIAWAH ISLAND, SC 29455-5657, PHONE 843-768-2315  OFFICE, 843-768-0298
 CK2674'FAX, 843-708-3608 MOBILE. TO REACH THE STATION FROM THE JUNCTION OF
 CK2674'STATE HIGHWAYS 171 (FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES
 CK2674'ISLAND, GO WEST SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE
 CK2674'JUNCTION OF STATE ROAD 54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15
 CK2674'MILES TO THE  JUNCTION OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON
 CK2674'ROAD 54 FOR 3.05 MILES TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH
 CK2674'ISLAND PARKWAY), TURN LEFT ON KIAWAH ISLAND  PARKWAY FOR 1.0 MILE TO
 CK2674'THE STATION ON THE LEFT IN A WOODED AREA. STATION IS A CONCRETE POST
 CK2674'PROJECTING 0.1 FOOT AND 0.5 FOOT ABOVE THE ROAD, 62.6  FEET NORTH OF
 CK2674'THE CENTER OF THE ROAD, 35.9 FEET NORTH OF THE CENTER OF A METAL
 CK2674'MANHOLE COVER, 25.2 FEET SOUTH OF A 2.2-FOOT LIVE OAK TREE, 2.5 FEET
 CK2674'WEST OF A  WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2680 ***********************************************************************
 CK2680  DESIGNATION -  10 165
 CK2680  PID         -  CK2680
 CK2680  STATE/COUNTY-  SC/CHARLESTON
 CK2680  USGS QUAD   -  ROCKVILLE (1971)
 CK2680
 CK2680                         *CURRENT SURVEY CONTROL
 CK2680  ___________________________________________________________________
 CK2680* NAD 83(1986)-  32 35 47.     (N)    080 07 38.     (W)     SCALED    
 CK2680* NAVD 88     -         2.190  (meters)       7.18   (feet)  ADJUSTED  
 CK2680  ___________________________________________________________________
 CK2680  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 CK2680  DYNAMIC HT  -           2.188 (meters)       7.18  (feet)  COMP
 CK2680  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 CK2680
 CK2680  VERT ORDER  -  FIRST     CLASS II
 CK2680
 CK2680.The horizontal coordinates were scaled from a topographic map and have
 CK2680.an estimated accuracy of +/- 6 seconds.
 CK2680
 CK2680.The orthometric height was determined by differential leveling
 CK2680.and adjusted by the National Geodetic Survey in June 1991..
 CK2680
 CK2680.The geoid height was determined by GEOID03.
 CK2680
 CK2680.The dynamic height is computed by dividing the NAVD 88
 CK2680.geopotential number by the normal gravity value computed on the
 CK2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2680.degrees latitude (g = 980.6199 gals.).
 CK2680
 CK2680.The modeled gravity was interpolated from observed gravity values.
 CK2680
 CK2680;                    North         East    Units  Estimated Accuracy
 CK2680;SPC SC       -    84,970.      691,530.      MT  (+/- 180 meters Scaled)
 CK2680
 CK2680                          SUPERSEDED SURVEY CONTROL
 CK2680
 CK2680  NGVD 29 (04/23/92)    2.488  (m)            8.16   (f) ADJUSTED    1 2
 CK2680
 CK2680.Superseded values are not recommended for survey control.
 CK2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2680.See file dsdata.txt to determine how the superseded data were derived.
 CK2680
 CK2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS819068(NAD 83)
 CK2680_MARKER: DD = SURVEY DISK
 CK2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2680_SP_SET: CONCRETE POST
 CK2680_STAMPING: VERT 10 165 1983
 CK2680_MARK LOGO: SCGS  
 CK2680_PROJECTION: RECESSED 15 CENTIMETERS
 CK2680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2680+STABILITY: SURFACE MOTION
 CK2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2680+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2680
 CK2680  HISTORY     - Date     Condition        Report By
 CK2680  HISTORY     - 1983     MONUMENTED       SCGS
 CK2680  HISTORY     - 19880301 GOOD             SCGS
 CK2680  HISTORY     - 19950616 GOOD             USPSQD
 CK2680  HISTORY     - 20050125 GOOD             SCGS
 CK2680
 CK2680                          STATION DESCRIPTION
 CK2680
 CK2680'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2680'IN KIAWAH ISLAND.
 CK2680'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2680'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2680'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2680'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2680'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE 3.2
 CK2680'KILOMETERS (2.0 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY, SET NEAR
 CK2680'A KIAWAH ISLAND SIGN JUST BEFORE REACHING THE SECURITY GATE,
 CK2680'1.6 METERS (5.5 FEET) NORTH-NORTHWEST OF THE SOUTHWEST POST OF THE
 CK2680'SIGN, 10.1 METERS (33.8 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER
 CK2680'OF THE EXIT LANE OF KIAWAH ISLAND PARKWAY, 8.0 METERS (26.4 FEET)
 CK2680'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE LANE OF
 CK2680'KIAWAH ISLAND PARKWAY, 21.3 METERS (70.2 FEET) SOUTH OF A DOUBLE TRUNK
 CK2680'SWEET BAY MAGNOLIA TREE.
 CK2680
 CK2680                          STATION RECOVERY (1988)
 CK2680
 CK2680'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2680'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2680'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2680'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2680'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE 3.2
 CK2680'KILOMETERS (2.0 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY, SET NEAR
 CK2680'A KIAWAH ISLAND SIGN JUST BEFORE REACHING THE SECURITY GATE,
 CK2680'1.6 METERS (5.5 FEET) NORTH-NORTHWEST OF THE SOUTHWEST POST OF THE
 CK2680'SIGN, 10.1 METERS (33.8 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER
 CK2680'OF THE EXIT LANE OF KIAWAH ISLAND PARKWAY, 8.0 METERS (26.4 FEET)
 CK2680'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE LANE OF
 CK2680'KIAWAH ISLAND PARKWAY, 21.3 METERS (70.2 FEET) SOUTH OF A DOUBLE TRUNK
 CK2680'SWEET BAY MAGNOLIA TREE.
 CK2680
 CK2680                          STATION RECOVERY (1995)
 CK2680
 CK2680'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2680'RECOVERED IN GOOD CONDITION.
 CK2680
 CK2680                          STATION RECOVERY (2005)
 CK2680
 CK2680'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2680'STATION IS LOCATED AT THE ENTRANCE TO KIAWAH ISLAND, 16.8 MILES
 CK2680'SOUTHWEST OF  CHARLESTON. OWNERSHIP--NORM SHEA, DIRECTOR, LAKES
 CK2680'MANAGEMENT, KIAWAH ISLAND  COMMUNITY ASSOCIATION, 20 KESTREL COURT,
 CK2680'KIAWAH ISLAND, SC 29455-5657, PHONE 843-768-2315  OFFICE, 843-768-0298
 CK2680'FAX, 843-708-3608 MOBILE. TO REACH THE STATION FROM THE JUNCTION OF
 CK2680'STATE HIGHWAYS 171 (FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES
 CK2680'ISLAND, GO WEST SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE
 CK2680'JUNCTION OF STATE ROAD 54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15
 CK2680'MILES TO THE  JUNCTION OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON
 CK2680'ROAD 54 FOR 3.05 MILES TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH
 CK2680'ISLAND PARKWAY), TURN LEFT ON KIAWAH ISLAND  PARKWAY FOR 2.0 MILES TO
 CK2680'THE STATION ON THE LEFT NEAR A LARGE WOODEN KIAWAH ISLAND  SIGN IN A
 CK2680'GRASSY MEDIAN BETWEEN THE MAIN ENTRANCE/EXIT LANES TO KIAWAH ISLAND.
 CK2680'STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND 0.5 FOOT ABOVE THE
 CK2680'ROADS, 3.4 FEET  SOUTHEAST OF THE SOUTH CORNER OF THE CONCRETE BASE OF
 CK2680'THE SIGNS LIGHT, 4.6 FEET  NORTH OF THE SOUTHWEST CORNER OF THE WOODEN
 CK2680'SIGN POST, 18.1 FEET SOUTH  SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 CK2680'CONCRETE CURB OF THE MEDIAN AT THE EXIT  LANES, 11.0 FEET NORTH
 CK2680'NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE CURB OF  THE MEDIAN AT
 CK2680'THE ENTRANCE LANES. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2681 ***********************************************************************
 CK2681  DESIGNATION -  10 166
 CK2681  PID         -  CK2681
 CK2681  STATE/COUNTY-  SC/CHARLESTON
 CK2681  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK2681
 CK2681                         *CURRENT SURVEY CONTROL
 CK2681  ___________________________________________________________________
 CK2681* NAD 83(1986)-  32 36 01.     (N)    080 07 00.     (W)     SCALED    
 CK2681* NAVD 88     -         2.397  (meters)       7.86   (feet)  ADJUSTED  
 CK2681  ___________________________________________________________________
 CK2681  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 CK2681  DYNAMIC HT  -           2.394 (meters)       7.85  (feet)  COMP
 CK2681  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 CK2681
 CK2681  VERT ORDER  -  FIRST     CLASS II
 CK2681
 CK2681.The horizontal coordinates were scaled from a topographic map and have
 CK2681.an estimated accuracy of +/- 6 seconds.
 CK2681
 CK2681.The orthometric height was determined by differential leveling
 CK2681.and adjusted by the National Geodetic Survey in June 1991..
 CK2681
 CK2681.The geoid height was determined by GEOID03.
 CK2681
 CK2681.The dynamic height is computed by dividing the NAVD 88
 CK2681.geopotential number by the normal gravity value computed on the
 CK2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2681.degrees latitude (g = 980.6199 gals.).
 CK2681
 CK2681.The modeled gravity was interpolated from observed gravity values.
 CK2681
 CK2681;                    North         East    Units  Estimated Accuracy
 CK2681;SPC SC       -    85,410.      692,520.      MT  (+/- 180 meters Scaled)
 CK2681
 CK2681                          SUPERSEDED SURVEY CONTROL
 CK2681
 CK2681  NGVD 29 (03/21/89)    2.694  (m)            8.84   (f) ADJUSTED    1 2
 CK2681
 CK2681.Superseded values are not recommended for survey control.
 CK2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2681.See file dsdata.txt to determine how the superseded data were derived.
 CK2681
 CK2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS828073(NAD 83)
 CK2681_MARKER: DD = SURVEY DISK
 CK2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2681_SP_SET: CONCRETE POST
 CK2681_STAMPING: VERT 10 166 1983
 CK2681_MARK LOGO: SCGS  
 CK2681_PROJECTION: RECESSED 13 CENTIMETERS
 CK2681_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2681+STABILITY: SURFACE MOTION
 CK2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2681+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2681
 CK2681  HISTORY     - Date     Condition        Report By
 CK2681  HISTORY     - 1983     MONUMENTED       SCGS
 CK2681  HISTORY     - 19950616 GOOD             USPSQD
 CK2681  HISTORY     - 20050125 GOOD             SCGS
 CK2681
 CK2681                          STATION DESCRIPTION
 CK2681
 CK2681'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2681'IN KIAWAH ISLAND.
 CK2681'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2681'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2681'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2681'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE 4.5
 CK2681'KILOMETERS (2.8 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY, SET NEAR
 CK2681'A 48-INCH PINE TREE IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 CK2681'SURFWATCH DRIVE, 1.5 METERS (4.9 FEET) NORTH-NORTHEAST OF THE PINE
 CK2681'TREE, 9.5 METERS (31.4 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CK2681'KIAWAH ISLAND PARKWAY, 14.7 METERS (48.4 FEET) WEST-SOUTHWEST OF THE
 CK2681'APPROXIMATE CENTER OF SURFWATCH DRIVE, 26.0 METERS (85.8 FEET)
 CK2681'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A GOLF CART PATH.
 CK2681'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2681
 CK2681                          STATION RECOVERY (1995)
 CK2681
 CK2681'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2681'RECOVERED IN GOOD CONDITION.
 CK2681
 CK2681                          STATION RECOVERY (2005)
 CK2681
 CK2681'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2681'STATION IS LOCATED ON KIAWAH ISLAND, 16.15 MILES SOUTHWEST OF
 CK2681'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK2681'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK2681'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK2681'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK2681'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK2681'SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK2681'54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15 MILES TO THE  JUNCTION
 CK2681'OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON ROAD 54 FOR 3.05 MILES
 CK2681'TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN
 CK2681'LEFT ON KIAWAH ISLAND  PARKWAY FOR 2.05 MILES TO THE GUARD GATE AND
 CK2681'THE ENTRANCE TO KIAWAH ISLAND, CONTINUE  ON KIAWAH ISLAND PARKWAY FOR
 CK2681'0.75 MILE TO THE STATION ON THE RIGHT BEHIND A WOODEN  LATTICE SIGN
 CK2681'(PRIVATE) IN THE SOUTHWEST ANGLE OF THE JUNCTION OF SURFWATCH DRIVE
 CK2681'RIGHT  AND SEA MARSH DRIVE LEFT. STATION IS A CONCRETE POST RECESSED
 CK2681'0.4 FOOT AND 0.5 FOOT ABOVE THE ROAD, 4.0  FEET NORTH NORTHEAST OF A
 CK2681'1.9-FOOT PINE TREE, 8.5 FEET EAST SOUTHEAST OF A  0.5-FOOT CREPE
 CK2681'MYRTLE TREE AT THE NORTHWEST END OF THE SIGN, 16.4 FEET SOUTH
 CK2681'SOUTHEAST OF THE SOUTH EDGE OF A CONCRETE CURB OF KIAWAH ISLAND
 CK2681'PARKWAY,  46.4 FEET WEST SOUTHWEST OF THE CENTER  OF SURFWATCH DRIVE,
 CK2681'3.3 FEET WEST  SOUTHWEST OF THE SOUTHWEST CORNER OF THE CENTER POST OF
 CK2681'THE SIGN. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2682 ***********************************************************************
 CK2682  DESIGNATION -  10 167
 CK2682  PID         -  CK2682
 CK2682  STATE/COUNTY-  SC/CHARLESTON
 CK2682  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK2682
 CK2682                         *CURRENT SURVEY CONTROL
 CK2682  ___________________________________________________________________
 CK2682* NAD 83(1986)-  32 36 10.     (N)    080 06 29.     (W)     SCALED    
 CK2682* NAVD 88     -         2.013  (meters)       6.60   (feet)  ADJUSTED  
 CK2682  ___________________________________________________________________
 CK2682  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 CK2682  DYNAMIC HT  -           2.011 (meters)       6.60  (feet)  COMP
 CK2682  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 CK2682
 CK2682  VERT ORDER  -  FIRST     CLASS II
 CK2682
 CK2682.The horizontal coordinates were scaled from a topographic map and have
 CK2682.an estimated accuracy of +/- 6 seconds.
 CK2682
 CK2682.The orthometric height was determined by differential leveling
 CK2682.and adjusted by the National Geodetic Survey in June 1991..
 CK2682
 CK2682.The geoid height was determined by GEOID03.
 CK2682
 CK2682.The dynamic height is computed by dividing the NAVD 88
 CK2682.geopotential number by the normal gravity value computed on the
 CK2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2682.degrees latitude (g = 980.6199 gals.).
 CK2682
 CK2682.The modeled gravity was interpolated from observed gravity values.
 CK2682
 CK2682;                    North         East    Units  Estimated Accuracy
 CK2682;SPC SC       -    85,700.      693,320.      MT  (+/- 180 meters Scaled)
 CK2682
 CK2682                          SUPERSEDED SURVEY CONTROL
 CK2682
 CK2682  NGVD 29 (03/21/89)    2.311  (m)            7.58   (f) ADJUSTED    1 2
 CK2682
 CK2682.Superseded values are not recommended for survey control.
 CK2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2682.See file dsdata.txt to determine how the superseded data were derived.
 CK2682
 CK2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS836076(NAD 83)
 CK2682_MARKER: DB = BENCH MARK DISK
 CK2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2682_SP_SET: CONCRETE POST
 CK2682_STAMPING: VERT 10 167 1983
 CK2682_MARK LOGO: SCGS  
 CK2682_PROJECTION: FLUSH
 CK2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2682+STABILITY: SURFACE MOTION
 CK2682
 CK2682  HISTORY     - Date     Condition        Report By
 CK2682  HISTORY     - 1983     MONUMENTED       SCGS
 CK2682  HISTORY     - 19950616 GOOD             USPSQD
 CK2682  HISTORY     - 20050126 MARK NOT FOUND   SCGS
 CK2682
 CK2682                          STATION DESCRIPTION
 CK2682
 CK2682'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2682'IN KIAWAH ISLAND.
 CK2682'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2682'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2682'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2682'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE 5.5
 CK2682'KILOMETERS (3.4 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY, SET IN
 CK2682'THE NORTHEAST ANGLE OF THE INTERSECTION OF SEA MARSH DRIVE (EXTENSION
 CK2682'OF SORA RAILROAD), 6.2 METERS (20.7 FEET) SOUTH OF A 12-INCH OAK TREE,
 CK2682'12.2 METERS (40.0 FEET) NORTH OF THE CENTERLINE OF KIAWAH ISLAND
 CK2682'PARKWAY, 10.4 METERS (34.4 FEET) EAST OF THE APPROXIMATE CENTER OF SEA
 CK2682'MARSH DRIVE, 8.0 METERS (26.3 FEET) WEST-NORTHWEST OF A 48-INCH BLAZED
 CK2682'LIVE OAK TREE.
 CK2682'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2682
 CK2682                          STATION RECOVERY (1995)
 CK2682
 CK2682'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2682'RECOVERED IN GOOD CONDITION.
 CK2682
 CK2682                          STATION RECOVERY (2005)
 CK2682
 CK2682'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2682'NOT RECOVERED, A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS,
 CK2682'MEASUREMENTS LED  TO AN AREA NOW PLANTED, BUT NO MARK FOUND, MAY BE
 CK2682'INTACT. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2683 ***********************************************************************
 CK2683  DESIGNATION -  10 168
 CK2683  PID         -  CK2683
 CK2683  STATE/COUNTY-  SC/CHARLESTON
 CK2683  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK2683
 CK2683                         *CURRENT SURVEY CONTROL
 CK2683  ___________________________________________________________________
 CK2683* NAD 83(1986)-  32 36 11.     (N)    080 05 51.     (W)     SCALED    
 CK2683* NAVD 88     -         2.003  (meters)       6.57   (feet)  ADJUSTED  
 CK2683  ___________________________________________________________________
 CK2683  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK2683  DYNAMIC HT  -           2.001 (meters)       6.56  (feet)  COMP
 CK2683  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 CK2683
 CK2683  VERT ORDER  -  FIRST     CLASS II
 CK2683
 CK2683.The horizontal coordinates were scaled from a topographic map and have
 CK2683.an estimated accuracy of +/- 6 seconds.
 CK2683
 CK2683.The orthometric height was determined by differential leveling
 CK2683.and adjusted by the National Geodetic Survey in June 1991..
 CK2683
 CK2683.The geoid height was determined by GEOID03.
 CK2683
 CK2683.The dynamic height is computed by dividing the NAVD 88
 CK2683.geopotential number by the normal gravity value computed on the
 CK2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2683.degrees latitude (g = 980.6199 gals.).
 CK2683
 CK2683.The modeled gravity was interpolated from observed gravity values.
 CK2683
 CK2683;                    North         East    Units  Estimated Accuracy
 CK2683;SPC SC       -    85,740.      694,310.      MT  (+/- 180 meters Scaled)
 CK2683
 CK2683                          SUPERSEDED SURVEY CONTROL
 CK2683
 CK2683  NGVD 29 (03/21/89)    2.301  (m)            7.55   (f) ADJUSTED    1 2
 CK2683
 CK2683.Superseded values are not recommended for survey control.
 CK2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2683.See file dsdata.txt to determine how the superseded data were derived.
 CK2683
 CK2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS846076(NAD 83)
 CK2683_MARKER: DD = SURVEY DISK
 CK2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2683_SP_SET: CONCRETE POST
 CK2683_STAMPING: VERT 10 168 1983
 CK2683_MARK LOGO: SCGS  
 CK2683_PROJECTION: FLUSH
 CK2683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2683+STABILITY: SURFACE MOTION
 CK2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2683+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2683
 CK2683  HISTORY     - Date     Condition        Report By
 CK2683  HISTORY     - 1983     MONUMENTED       SCGS
 CK2683  HISTORY     - 19950616 GOOD             USPSQD
 CK2683  HISTORY     - 20050125 GOOD             SCGS
 CK2683
 CK2683                          STATION DESCRIPTION
 CK2683
 CK2683'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2683'IN KIAWAH ISLAND.
 CK2683'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2683'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2683'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2683'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE 6.5
 CK2683'KILOMETERS (4.05 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY, SET
 CK2683'NEAR A PALM TREE IN THE SOUTHEAST ANGLE OF PARK LAKE DRIVE, 1.8 METERS
 CK2683'(6.3 FEET) WEST-SOUTHWEST OF THE PALM TREE, 7.1 METERS (23.7 FEET)
 CK2683'EAST OF THE APPROXIMATE CENTER OF THE EXIT LANE OF THE DRIVE,
 CK2683'12.7 METERS (41.7 FEET) SOUTH OF THE CENTERLINE OF KIAWAH ISLAND
 CK2683'PARKWAY, 19.2 METERS (63.1 FEET) NORTH OF THE APPROXIMATE CENTER OF A
 CK2683'BICYCLE PATH.
 CK2683'THE MARK IS 0.30 M ABOVE ROAD.
 CK2683
 CK2683                          STATION RECOVERY (1995)
 CK2683
 CK2683'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2683'RECOVERED IN GOOD CONDITION.
 CK2683
 CK2683                          STATION RECOVERY (2005)
 CK2683
 CK2683'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2683'STATION IS LOCATED ON KIAWAH ISLAND, 15.2 MILES SOUTHWEST OF
 CK2683'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK2683'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK2683'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK2683'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK2683'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK2683'SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK2683'54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15 MILES TO THE  JUNCTION
 CK2683'OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON ROAD 54 FOR 3.05 MILES
 CK2683'TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN
 CK2683'LEFT ON KIAWAH ISLAND  PARKWAY FOR 2.05 MILES TO THE GUARD GATE AND
 CK2683'THE ENTRANCE TO KIAWAH ISLAND, CONTINUE  ON KIAWAH ISLAND PARKWAY FOR
 CK2683'1.95 MILE TO THE STATION ON THE RIGHT IN A WOODED AREA  NEAR A
 CK2683'PALMETTO TREE, 0.05 MILE WEST OF THE JUNCTION OF A PAVED ROAD RIGHT
 CK2683'(SEA  FOREST DRIVE AND AT THE EAST BEACH VILLAGE ENTRANCE. STATION IS
 CK2683'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE THE ROAD,
 CK2683'26.8 FEET SOUTH OF THE SOUTH EDGE OF THE CURB OF THE ROAD, 29.9 FEET
 CK2683'SOUTH  SOUTHWEST OF THE CENTER OF A METAL MANHOLE COVER SET INTO A
 CK2683'DRAIN BASIN, 5.3  FEET WEST SOUTHWEST OF THE 0.8-FOOT PALMETTO TREE
 CK2683'WITH A SCGS REFERENCE  WASHER ATTACHED, 62.5 FEET NORTH OF THE CENTER
 CK2683'OF A ASPHALT BIKE PATH, 14.2  FEET EAST NORTHEAST OF A 0.3 FOOT
 CK2683'MAGNOLIA TREE. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2687 ***********************************************************************
 CK2687  DESIGNATION -  10 169
 CK2687  PID         -  CK2687
 CK2687  STATE/COUNTY-  SC/CHARLESTON
 CK2687  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK2687
 CK2687                         *CURRENT SURVEY CONTROL
 CK2687  ___________________________________________________________________
 CK2687* NAD 83(1986)-  32 36 41.     (N)    080 05 23.     (W)     SCALED    
 CK2687* NAVD 88     -         1.849  (meters)       6.07   (feet)  ADJUSTED  
 CK2687  ___________________________________________________________________
 CK2687  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK2687  DYNAMIC HT  -           1.847 (meters)       6.06  (feet)  COMP
 CK2687  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 CK2687
 CK2687  VERT ORDER  -  FIRST     CLASS II
 CK2687
 CK2687.The horizontal coordinates were scaled from a topographic map and have
 CK2687.an estimated accuracy of +/- 6 seconds.
 CK2687
 CK2687.The orthometric height was determined by differential leveling
 CK2687.and adjusted by the National Geodetic Survey in June 1991..
 CK2687
 CK2687.The geoid height was determined by GEOID03.
 CK2687
 CK2687.The dynamic height is computed by dividing the NAVD 88
 CK2687.geopotential number by the normal gravity value computed on the
 CK2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2687.degrees latitude (g = 980.6199 gals.).
 CK2687
 CK2687.The modeled gravity was interpolated from observed gravity values.
 CK2687
 CK2687;                    North         East    Units  Estimated Accuracy
 CK2687;SPC SC       -    86,670.      695,040.      MT  (+/- 180 meters Scaled)
 CK2687
 CK2687                          SUPERSEDED SURVEY CONTROL
 CK2687
 CK2687  NGVD 29 (03/21/89)    2.147  (m)            7.04   (f) ADJUSTED    1 2
 CK2687
 CK2687.Superseded values are not recommended for survey control.
 CK2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2687.See file dsdata.txt to determine how the superseded data were derived.
 CK2687
 CK2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS854085(NAD 83)
 CK2687_MARKER: DD = SURVEY DISK
 CK2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2687_SP_SET: CONCRETE POST
 CK2687_STAMPING: VERT 10 169 1983
 CK2687_MARK LOGO: SCGS  
 CK2687_PROJECTION: RECESSED 15 CENTIMETERS
 CK2687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2687+STABILITY: SURFACE MOTION
 CK2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2687+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2687
 CK2687  HISTORY     - Date     Condition        Report By
 CK2687  HISTORY     - 1983     MONUMENTED       SCGS
 CK2687  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 CK2687  HISTORY     - 20050125 GOOD             SCGS
 CK2687
 CK2687                          STATION DESCRIPTION
 CK2687
 CK2687'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2687'IN KIAWAH ISLAND.
 CK2687'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2687'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2687'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2687'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE
 CK2687'7.65 KILOMETERS (4.75 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY,
 CK2687'SET AT THE NORTH END OF A WOOD AND STUCCO GATE TO THE VANDERHORST
 CK2687'PLANTATION, 1.9 METERS (6.4 FEET) NORTH-NORTHWEST OF THE NORTH STUCCO
 CK2687'GATE POST, 4.2 METERS (13.9 FEET) SOUTH OF A PALM TREE, 11.0 METERS
 CK2687'(36.3 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE NORTH
 CK2687'BOUND LANE OF KIAWAH ISLAND PARKWAY, 26.3 METERS (86.8 FEET)
 CK2687'NORTH-NORTHWEST OF THE EXIT LANE OF PLANTATION.
 CK2687'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2687
 CK2687                          STATION RECOVERY (1995)
 CK2687
 CK2687'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2687'MARK NOT FOUND.
 CK2687
 CK2687                          STATION RECOVERY (2005)
 CK2687
 CK2687'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2687'STATION IS LOCATED ON KIAWAH ISLAND, 11.6 MILES SOUTH SOUTHWEST OF
 CK2687'CHARLESTON.   OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK2687'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK2687'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK2687'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK2687'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK2687'SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK2687'54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15 MILES TO THE  JUNCTION
 CK2687'OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON ROAD 54 FOR 3.05 MILES
 CK2687'TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN
 CK2687'LEFT ON KIAWAH ISLAND  PARKWAY FOR 2.05 MILES TO THE GUARD GATE AT THE
 CK2687'ENTRANCE TO KIAWAH ISLAND, CONTINUE  ON KIAWAH ISLAND PARKWAY FOR 2.5
 CK2687'MILES TO THE JUNCTION OF GOVERNORS DRIVE RIGHT, A  SECOND GUARD GATE
 CK2687'AND RHETTS BLUFF ROAD AHEAD, CONTINUE AHEAD ON RHETTS BLUFF  ROAD FOR
 CK2687'0.05 MILE TO THE STATION ON THE RIGHT IN A WOODED AREA ON THE EAST
 CK2687'SIDE OF  AN ASPHALT BIKE PATH. STATION IS A CONCRETE POST RECESS 0.5
 CK2687'FOOT AND 0.5 FOOT BELOW THE BIKE PATH, 76.0  FEET NORTH OF THE CENTER
 CK2687'OF A METAL SEWER COVER SET INTO THE CURB OF GOVERNORS  DRIVE, 13.6
 CK2687'FEET SOUTH OF A 0.8-FOOT PALMETTO TREE WITH A SCGS REFERENCE WASHER
 CK2687'ATTACHED, 5.8 FEET EAST OF THE EAST EDGE OF THE ASPHALT BIKE PATH,
 CK2687'21.6 FEET EAST OF  THE EAST EDGE OF THE CONCRETE CURB OF RHETTS BLUFF
 CK2687'ROAD, 21.0 FEET NORTHWEST OF THE  NORTHWEST CORNER OF A FIBERGLASS
 CK2687'LIGHT POST, 10.8 FEET NORTH NORTHWEST OF A 2.0-FOOT  LIVE OAK TREE
 CK2687'WITH A SCGS REFERENCE WASHER ATTACHED. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2690 ***********************************************************************
 CK2690  DESIGNATION -  10 171
 CK2690  PID         -  CK2690
 CK2690  STATE/COUNTY-  SC/CHARLESTON
 CK2690  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK2690
 CK2690                         *CURRENT SURVEY CONTROL
 CK2690  ___________________________________________________________________
 CK2690* NAD 83(1986)-  32 36 51.     (N)    080 04 20.     (W)     SCALED    
 CK2690* NAVD 88     -         1.522  (meters)       4.99   (feet)  ADJUSTED  
 CK2690  ___________________________________________________________________
 CK2690  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 CK2690  DYNAMIC HT  -           1.521 (meters)       4.99  (feet)  COMP
 CK2690  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 CK2690
 CK2690  VERT ORDER  -  FIRST     CLASS II
 CK2690
 CK2690.The horizontal coordinates were scaled from a topographic map and have
 CK2690.an estimated accuracy of +/- 6 seconds.
 CK2690
 CK2690.The orthometric height was determined by differential leveling
 CK2690.and adjusted by the National Geodetic Survey in June 1991..
 CK2690
 CK2690.The geoid height was determined by GEOID03.
 CK2690
 CK2690.The dynamic height is computed by dividing the NAVD 88
 CK2690.geopotential number by the normal gravity value computed on the
 CK2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2690.degrees latitude (g = 980.6199 gals.).
 CK2690
 CK2690.The modeled gravity was interpolated from observed gravity values.
 CK2690
 CK2690;                    North         East    Units  Estimated Accuracy
 CK2690;SPC SC       -    86,990.      696,680.      MT  (+/- 180 meters Scaled)
 CK2690
 CK2690                          SUPERSEDED SURVEY CONTROL
 CK2690
 CK2690  NGVD 29 (03/21/89)    1.820  (m)            5.97   (f) ADJUSTED    1 2
 CK2690
 CK2690.Superseded values are not recommended for survey control.
 CK2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2690.See file dsdata.txt to determine how the superseded data were derived.
 CK2690
 CK2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS870088(NAD 83)
 CK2690_MARKER: DD = SURVEY DISK
 CK2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2690_SP_SET: CONCRETE POST
 CK2690_STAMPING: VERT 10 171 1983
 CK2690_MARK LOGO: SCGS  
 CK2690_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2690+STABILITY: SURFACE MOTION
 CK2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2690+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2690
 CK2690  HISTORY     - Date     Condition        Report By
 CK2690  HISTORY     - 1983     MONUMENTED       SCGS
 CK2690  HISTORY     - 19950616 GOOD             USPSQD
 CK2690  HISTORY     - 20050125 GOOD             SCGS
 CK2690
 CK2690                          STATION DESCRIPTION
 CK2690
 CK2690'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2690'IN KIAWAH ISLAND.
 CK2690'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2690'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2690'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2690'KILOMETERS (8.3 MILES) SOUTHWEST ALONG THE COUNTY ROAD S-10-20, THENCE
 CK2690'7.65 KILOMETERS (4.75 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY,
 CK2690'THENCE 1.85 KILOMETERS (1.15 MILES) EAST ALONG GOVERNORS DRIVE, SET
 CK2690'NEAR A 50-INCH PALM TREE IN THE SQUARE OF THE INTERSECTION OF FLYWAY
 CK2690'DRIVE, 2.2 METERS (7.5 FEET) NORTHEAST OF THE PALM TREE, 14.1 METERS
 CK2690'(46.5 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF FLYWAY DRIVE
 CK2690'LEADING SOUTH, 16.8 METERS (55.0 FEET) WEST OF THE APPROXIMATE CENTER
 CK2690'OF THE EAST BOUND LANE OF GOVERNORS DRIVE, 23.9 METERS (78.5 FEET)
 CK2690'NORTH-NORTHWEST OF A 48-INCH PALM TREE.
 CK2690'THE MARK IS 0.90 METERS  W FROM A WITNESS POST.
 CK2690'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2690
 CK2690                          STATION RECOVERY (1995)
 CK2690
 CK2690'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2690'RECOVERED IN GOOD CONDITION.
 CK2690
 CK2690                          STATION RECOVERY (2005)
 CK2690
 CK2690'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2690'STATION IS LOCATED ON KIAWAH ISLAND, 13.75 MILES SOUTHWEST OF
 CK2690'CHARLESTON.   OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK2690'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK2690'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK2690'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK2690'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK2690'SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK2690'54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15 MILES TO THE  JUNCTION
 CK2690'OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON ROAD 54 FOR 3.05 MILES
 CK2690'TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN
 CK2690'LEFT ON KIAWAH ISLAND  PARKWAY FOR 2.05 MILES TO THE GUARD GATE AT THE
 CK2690'ENTRANCE TO KIAWAH ISLAND, CONTINUE  ON KIAWAH ISLAND PARKWAY FOR 2.5
 CK2690'MILES TO THE JUNCTION OF GOVERNORS DRIVE RIGHT, A  SECOND GUARD GATE
 CK2690'AND RHETTS BLUFF ROAD AHEAD, TURN RIGHT ON GOVERNORS  DRIVE FOR 1.15
 CK2690'MILES TO THE STATION ON THE RIGHT IN A WOODED CURBED TRIANGULAR
 CK2690'SHAPED MEDIAN OF FLYWAY DRIVE RIGHT. STATION IS A CONCRETE POST
 CK2690'PROJECTING 0.2 FOOT AND LEVEL WITH THE ROADS, 40. FEET  SOUTH
 CK2690'SOUTHWEST OF THE SOUTH EDGE OF THE CURB OF GOVERNORS DRIVE, 32.6 FEET
 CK2690'EAST NORTHEAST OF THE EAST EDGE OF THE CURB OF THE ENTRANCE LANE OF
 CK2690'FLYWAY  DRIVE, 72.2 FEET WEST NORTHWEST OF THE WEST EDGE OF THE CURB
 CK2690'OF FLYWAY DRIVE, 7.0  FEET NORTHEAST OF A 1.6-FOOT PALMETTO TREE, 2.6
 CK2690'FEET WEST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2692 ***********************************************************************
 CK2692  DESIGNATION -  10 172
 CK2692  PID         -  CK2692
 CK2692  STATE/COUNTY-  SC/CHARLESTON
 CK2692  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK2692
 CK2692                         *CURRENT SURVEY CONTROL
 CK2692  ___________________________________________________________________
 CK2692* NAD 83(1986)-  32 37 19.     (N)    080 03 30.     (W)     SCALED    
 CK2692* NAVD 88     -         1.813  (meters)       5.95   (feet)  ADJUSTED  
 CK2692  ___________________________________________________________________
 CK2692  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 CK2692  DYNAMIC HT  -           1.811 (meters)       5.94  (feet)  COMP
 CK2692  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CK2692
 CK2692  VERT ORDER  -  FIRST     CLASS II
 CK2692
 CK2692.The horizontal coordinates were scaled from a topographic map and have
 CK2692.an estimated accuracy of +/- 6 seconds.
 CK2692
 CK2692.The orthometric height was determined by differential leveling
 CK2692.and adjusted by the National Geodetic Survey in June 1991..
 CK2692
 CK2692.The geoid height was determined by GEOID03.
 CK2692
 CK2692.The dynamic height is computed by dividing the NAVD 88
 CK2692.geopotential number by the normal gravity value computed on the
 CK2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2692.degrees latitude (g = 980.6199 gals.).
 CK2692
 CK2692.The modeled gravity was interpolated from observed gravity values.
 CK2692
 CK2692;                    North         East    Units  Estimated Accuracy
 CK2692;SPC SC       -    87,860.      697,970.      MT  (+/- 180 meters Scaled)
 CK2692
 CK2692                          SUPERSEDED SURVEY CONTROL
 CK2692
 CK2692  NGVD 29 (03/21/89)    2.111  (m)            6.93   (f) ADJUSTED    1 2
 CK2692
 CK2692.Superseded values are not recommended for survey control.
 CK2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2692.See file dsdata.txt to determine how the superseded data were derived.
 CK2692
 CK2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS883097(NAD 83)
 CK2692_MARKER: DD = SURVEY DISK
 CK2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2692_SP_SET: CONCRETE POST
 CK2692_STAMPING: VERT 10 172 1983
 CK2692_MARK LOGO: SCGS  
 CK2692_PROJECTION: PROJECTING 15 CENTIMETERS
 CK2692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2692+STABILITY: SURFACE MOTION
 CK2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2692+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2692
 CK2692  HISTORY     - Date     Condition        Report By
 CK2692  HISTORY     - 1983     MONUMENTED       SCGS
 CK2692  HISTORY     - 19950616 GOOD             USPSQD
 CK2692  HISTORY     - 20050125 GOOD             SCGS
 CK2692
 CK2692                          STATION DESCRIPTION
 CK2692
 CK2692'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2692'IN KIAWAH ISLAND.
 CK2692'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2692'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2692'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2692'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE
 CK2692'7.65 KILOMETERS (4.75 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY,
 CK2692'THENCE 3.45 KILOMETERS (2.15 MILES) EAST ALONG GOVERNORS DRIVE, SET
 CK2692'NEAR A 40-INCH PALM TREE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 CK2692'SPARTINA COURT, 1.7 METERS (5.9 FEET) SOUTHEAST OF THE PALM TREE,
 CK2692'13.2 METERS (43.6 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 CK2692'GOVERNORS DRIVE, 9.1 METERS (30.2 FEET) EAST-NORTHEAST OF THE
 CK2692'APPROXIMATE CENTER OF SPARTINA COURT, 2.2 METERS (7.4 FEET)
 CK2692'WEST-NORTHWEST OF A 48-INCH PINE TREE WITH BLAZE.
 CK2692'THE MARK IS 0.90 METERS  S FROM A WITNESS POST.
 CK2692'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2692
 CK2692                          STATION RECOVERY (1995)
 CK2692
 CK2692'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2692'RECOVERED IN GOOD CONDITION.
 CK2692
 CK2692                          STATION RECOVERY (2005)
 CK2692
 CK2692'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2692'STATION IS LOCATED ON KIAWAH ISLAND, 12.35 MILES SOUTH SOUTHWEST OF
 CK2692'CHARLESTON.   OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK2692'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK2692'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK2692'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK2692'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK2692'SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK2692'54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15 MILES TO THE  JUNCTION
 CK2692'OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON ROAD 54 FOR 3.05 MILES
 CK2692'TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN
 CK2692'LEFT ON KIAWAH ISLAND  PARKWAY FOR 2.05 MILES TO THE GUARD GATE AT THE
 CK2692'ENTRANCE TO KIAWAH ISLAND, CONTINUE  ON KIAWAH ISLAND PARKWAY FOR 2.5
 CK2692'MILES TO THE JUNCTION OF GOVERNORS DRIVE RIGHT, A  SECOND GUARD GATE
 CK2692'AND RHETTS BLUFF ROAD AHEAD, TURN RIGHT ON GOVERNORS  DRIVE FOR 2.1
 CK2692'MILES TO THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF SPARTINA
 CK2692'COURT. STATION IS A CONCRETE POST PROJECTING 0.5 FOOT AND LEVEL WITH
 CK2692'THE ROADS, 59.9 FEET  SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CK2692'WOOD HOUSE NUMBER 131, 9.8 FEET EAST  NORTHEAST OF THE CENTER OF A
 CK2692'SMALL METAL WATER METER COVER, 29.7 FEET EAST NORTHEAST  OF THE CENTER
 CK2692'OF SPARTINA COURT, 42.7 FEET NORTH NORTHWEST OF THE CENTER OF
 CK2692'GOVERNORS DRIVE, 2.7 FEET SOUTH OF A WITNESS POST. RECOVERED BY T.
 CK2692'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2689 ***********************************************************************
 CK2689  DESIGNATION -  10 173
 CK2689  PID         -  CK2689
 CK2689  STATE/COUNTY-  SC/CHARLESTON
 CK2689  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK2689
 CK2689                         *CURRENT SURVEY CONTROL
 CK2689  ___________________________________________________________________
 CK2689* NAD 83(1986)-  32 36 19.     (N)    080 04 30.     (W)     SCALED    
 CK2689* NAVD 88     -         2.409  (meters)       7.90   (feet)  ADJUSTED  
 CK2689  ___________________________________________________________________
 CK2689  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CK2689  DYNAMIC HT  -           2.407 (meters)       7.90  (feet)  COMP
 CK2689  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 CK2689
 CK2689  VERT ORDER  -  FIRST     CLASS II
 CK2689
 CK2689.The horizontal coordinates were scaled from a topographic map and have
 CK2689.an estimated accuracy of +/- 6 seconds.
 CK2689
 CK2689.The orthometric height was determined by differential leveling
 CK2689.and adjusted by the National Geodetic Survey in June 1991..
 CK2689
 CK2689.The geoid height was determined by GEOID03.
 CK2689
 CK2689.The dynamic height is computed by dividing the NAVD 88
 CK2689.geopotential number by the normal gravity value computed on the
 CK2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2689.degrees latitude (g = 980.6199 gals.).
 CK2689
 CK2689.The modeled gravity was interpolated from observed gravity values.
 CK2689
 CK2689;                    North         East    Units  Estimated Accuracy
 CK2689;SPC SC       -    86,000.      696,420.      MT  (+/- 180 meters Scaled)
 CK2689
 CK2689                          SUPERSEDED SURVEY CONTROL
 CK2689
 CK2689  NGVD 29 (04/23/92)    2.707  (m)            8.88   (f) ADJUSTED    1 2
 CK2689
 CK2689.Superseded values are not recommended for survey control.
 CK2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2689.See file dsdata.txt to determine how the superseded data were derived.
 CK2689
 CK2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS867079(NAD 83)
 CK2689_MARKER: DD = SURVEY DISK
 CK2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2689_SP_SET: CONCRETE POST
 CK2689_STAMPING: VERT 10 173 1983
 CK2689_MARK LOGO: SCGS  
 CK2689_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2689+STABILITY: SURFACE MOTION
 CK2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2689+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK2689
 CK2689  HISTORY     - Date     Condition        Report By
 CK2689  HISTORY     - 1983     MONUMENTED       SCGS
 CK2689  HISTORY     - 19880301 GOOD             SCGS
 CK2689  HISTORY     - 19950616 GOOD             USPSQD
 CK2689  HISTORY     - 20050124 GOOD             SCGS
 CK2689
 CK2689                          STATION DESCRIPTION
 CK2689
 CK2689'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2689'IN KIAWAH ISLAND.
 CK2689'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2689'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2689'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2689'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2689'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE
 CK2689'7.65 KILOMETERS (4.75 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY,
 CK2689'THENCE 1.85 KILOMETERS (1.15 MILES) EAST ALONG GOVERNORS DRIVE, THENCE
 CK2689'0.9 KILOMETER (0.55 MILE) SOUTH ALONG FLYWAY DRIVE, THENCE 0.6
 CK2689'KILOMETER (0.4 MILE) WEST ALONG SURFSONG DRIVE, SET NEAR A FIRE
 CK2689'HYDRANT AT THE DRIVEWAY ENTRANCE OF A TWO-STORY WOOD HOUSE, 1.3 METERS
 CK2689'(4.6 FEET) NORTH OF THE FIRE HYDRANT, 8.1 METERS (26.6 FEET)
 CK2689'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED DRIVEWAY,
 CK2689'8.5 METERS (28.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 CK2689'SURFSONG DRIVE, 37.0 METERS (121.6 FEET) SOUTH-SOUTHEAST OF THE
 CK2689'SOUTHEAST CORNER OF THE HOUSE.
 CK2689
 CK2689                          STATION RECOVERY (1988)
 CK2689
 CK2689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2689'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2689'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2689'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2689'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE
 CK2689'7.65 KILOMETERS (4.75 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY,
 CK2689'THENCE 1.85 KILOMETERS (1.15 MILES) EAST ALONG GOVERNORS DRIVE, THENCE
 CK2689'0.9 KILOMETER (0.55 MILE) SOUTH ALONG FLYWAY DRIVE, THENCE 0.6
 CK2689'KILOMETER (0.4 MILE) WEST ALONG SURFSONG DRIVE, SET NEAR A FIRE
 CK2689'HYDRANT AT THE DRIVEWAY ENTRANCE OF A TWO-STORY WOOD HOUSE, 1.3 METERS
 CK2689'(4.6 FEET) NORTH OF THE FIRE HYDRANT, 8.1 METERS (26.6 FEET)
 CK2689'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED DRIVEWAY,
 CK2689'8.5 METERS (28.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 CK2689'SURFSONG DRIVE, 37.0 METERS (121.6 FEET) SOUTH-SOUTHEAST OF THE
 CK2689'SOUTHEAST CORNER OF THE HOUSE.
 CK2689
 CK2689                          STATION RECOVERY (1995)
 CK2689
 CK2689'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2689'RECOVERED IN GOOD CONDITION.
 CK2689
 CK2689                          STATION RECOVERY (2005)
 CK2689
 CK2689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2689'STATION IS LOCATED ON KIAWAH ISLAND,  14.35 MILES SOUTHWEST OF
 CK2689'CHARLESTON.   OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK2689'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK2689'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK2689'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK2689'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK2689'SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK2689'54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15 MILES TO THE  JUNCTION
 CK2689'OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON ROAD 54 FOR 3.05 MILES
 CK2689'TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN
 CK2689'LEFT ON KIAWAH ISLAND  PARKWAY FOR 2.05 MILES TO THE GUARD GATE AT THE
 CK2689'ENTRANCE TO KIAWAH ISLAND, CONTINUE  ON KIAWAH ISLAND PARKWAY FOR 2.5
 CK2689'MILES TO THE JUNCTION OF GOVERNORS DRIVE RIGHT, A  SECOND GUARD GATE
 CK2689'AND RHETTS BLUFF ROAD AHEAD, TURN RIGHT ON GOVERNORS  DRIVE FOR 0.4
 CK2689'MILE TO THE JUNCTION OF SURFSONG ROAD, TURN RIGHT ON SURFSONG ROAD FOR
 CK2689'1.3 MILES TO THE STATION ON THE LEFT NEAR A FIRE HYDRANT IN THE
 CK2689'NORTHEAST ANGLE OF A  PAVED DRIVEWAY LEADING TO A TWO STORY WOOD HOUSE
 CK2689'NUMBER 15. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND 0.5 FOOT
 CK2689'ABOVE THE ROAD, 27.5 FEET  NORTH OF THE CENTER OF THE ROAD, 25.5 FEET
 CK2689'EAST OF THE CENTER OF THE DRIVEWAY, 3.6 FEET  NORTH OF A FIRE HYDRANT.
 CK2689'RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2688 ***********************************************************************
 CK2688  DESIGNATION -  10 174
 CK2688  PID         -  CK2688
 CK2688  STATE/COUNTY-  SC/CHARLESTON
 CK2688  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK2688
 CK2688                         *CURRENT SURVEY CONTROL
 CK2688  ___________________________________________________________________
 CK2688* NAD 83(1986)-  32 36 25.     (N)    080 04 53.     (W)     SCALED    
 CK2688* NAVD 88     -         1.490  (meters)       4.89   (feet)  ADJUSTED  
 CK2688  ___________________________________________________________________
 CK2688  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 CK2688  DYNAMIC HT  -           1.489 (meters)       4.89  (feet)  COMP
 CK2688  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 CK2688
 CK2688  VERT ORDER  -  FIRST     CLASS II
 CK2688
 CK2688.The horizontal coordinates were scaled from a topographic map and have
 CK2688.an estimated accuracy of +/- 6 seconds.
 CK2688
 CK2688.The orthometric height was determined by differential leveling
 CK2688.and adjusted by the National Geodetic Survey in June 1991..
 CK2688
 CK2688.The geoid height was determined by GEOID03.
 CK2688
 CK2688.The dynamic height is computed by dividing the NAVD 88
 CK2688.geopotential number by the normal gravity value computed on the
 CK2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2688.degrees latitude (g = 980.6199 gals.).
 CK2688
 CK2688.The modeled gravity was interpolated from observed gravity values.
 CK2688
 CK2688;                    North         East    Units  Estimated Accuracy
 CK2688;SPC SC       -    86,180.      695,820.      MT  (+/- 180 meters Scaled)
 CK2688
 CK2688                          SUPERSEDED SURVEY CONTROL
 CK2688
 CK2688  NGVD 29 (03/21/89)    1.788  (m)            5.87   (f) ADJUSTED    1 2
 CK2688
 CK2688.Superseded values are not recommended for survey control.
 CK2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2688.See file dsdata.txt to determine how the superseded data were derived.
 CK2688
 CK2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS861080(NAD 83)
 CK2688_MARKER: DD = SURVEY DISK
 CK2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2688_SP_SET: CONCRETE POST
 CK2688_STAMPING: VERT 10 174 1983
 CK2688_MARK LOGO: SCGS  
 CK2688_PROJECTION: RECESSED 5 CENTIMETERS
 CK2688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2688+STABILITY: SURFACE MOTION
 CK2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2688+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 CK2688
 CK2688  HISTORY     - Date     Condition        Report By
 CK2688  HISTORY     - 1983     MONUMENTED       SCGS
 CK2688  HISTORY     - 19950616 GOOD             USPSQD
 CK2688  HISTORY     - 20050126 GOOD             SCGS
 CK2688
 CK2688                          STATION DESCRIPTION
 CK2688
 CK2688'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2688'IN KIAWAH ISLAND.
 CK2688'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2688'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2688'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 13.4
 CK2688'KILOMETERS (8.3 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE
 CK2688'7.65 KILOMETERS (4.75 MILES) SOUTHEAST ALONG KIAWAH ISLAND PARKWAY,
 CK2688'THENCE 0.55 KILOMETER (0.35 MILE) EAST ALONG GOVERNORS DRIVE, THENCE
 CK2688'0.8 KILOMETER (0.5 MILE) WEST ALONG SURFSONG DRIVE, SET NEAR THE
 CK2688'ELEVENTH TEE OF THE MASTERS GOLF COURSE, 4.1 METERS (13.7 FEET)
 CK2688'SOUTHEAST OF THE APPROXIMATE CENTER OF THE FAIRWAY FOR THE ELEVENTH
 CK2688'TEE, 12.0 METERS (39.3 FEET) NORTHWEST OF A MAJOR JUNCTION BOX,
 CK2688'8.6 METERS (28.5 FEET) NORTH OF THE APPROXIMATE CENTER OF SURFSONG
 CK2688'DRIVE, 26.3 METERS (86.6 FEET) SOUTH-SOUTHEAST OF THE AMATEUR TEE BOX.
 CK2688'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2688
 CK2688                          STATION RECOVERY (1995)
 CK2688
 CK2688'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2688'RECOVERED IN GOOD CONDITION.
 CK2688
 CK2688                          STATION RECOVERY (2005)
 CK2688
 CK2688'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2688'STATION IS LOCATED ON KIAWAH ISLAND,  14.3 MILES SOUTHWEST OF
 CK2688'CHARLESTON.   OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK2688'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK2688'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK2688'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK2688'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK2688'SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK2688'54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15 MILES TO THE  JUNCTION
 CK2688'OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON ROAD 54 FOR 3.05 MILES
 CK2688'TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN
 CK2688'LEFT ON KIAWAH ISLAND  PARKWAY FOR 2.05 MILES TO THE GUARD GATE AT THE
 CK2688'ENTRANCE TO KIAWAH ISLAND, CONTINUE  ON KIAWAH ISLAND PARKWAY FOR 2.5
 CK2688'MILES TO THE JUNCTION OF GOVERNORS DRIVE RIGHT, A  SECOND GUARD GATE
 CK2688'AND RHETTS BLUFF ROAD AHEAD, TURN RIGHT ON GOVERNORS  DRIVE FOR 0.4
 CK2688'MILE TO THE JUNCTION OF SURFSONG ROAD, TURN RIGHT ON SURFSONG ROAD FOR
 CK2688'0.35 MILE TO THE STATION ON THE LEFT IN THE EAST ANGLE OF A CONCRETE
 CK2688'GOLF CART PATH  CROSSING AT THE ELEVENTH TEE. STATION IS A CONCRETE
 CK2688'POST RECESSED 0.2 FOOT AND LEVEL WITH THE GOLF CART  PATH, 8.4 FEET
 CK2688'SOUTHEAST OF THE SOUTHEAST EDGE OF THE CART PATH, 38.1 FEET  NORTHWEST
 CK2688'OF THE NORTHWEST CORNER OF AN ELECTRICAL JUNCTION BOX NUMBER 282
 CK2688'SURFSONG, 11.7 FEET NORTH NORTHEAST OF A METAL MANHOLE COVER SET INTO
 CK2688'THE  GRASS, 29.4 FEET EAST SOUTHEAST OF THE CENTER OF A METAL MANHOLE
 CK2688'COVER SET  INTO A CONCRETE DRAIN BASIN, 28.5 FEET EAST NORTHEAST OF
 CK2688'THE CENTER OF THE  ROAD. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2697 ***********************************************************************
 CK2697  DESIGNATION -  10 175
 CK2697  PID         -  CK2697
 CK2697  STATE/COUNTY-  SC/CHARLESTON
 CK2697  USGS QUAD   -  ROCKVILLE (1971)
 CK2697
 CK2697                         *CURRENT SURVEY CONTROL
 CK2697  ___________________________________________________________________
 CK2697* NAD 83(1986)-  32 35 50.     (N)    080 09 41.     (W)     SCALED    
 CK2697* NAVD 88     -         2.011  (meters)       6.60   (feet)  ADJUSTED  
 CK2697  ___________________________________________________________________
 CK2697  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK2697  DYNAMIC HT  -           2.009 (meters)       6.59  (feet)  COMP
 CK2697  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 CK2697
 CK2697  VERT ORDER  -  FIRST     CLASS II
 CK2697
 CK2697.The horizontal coordinates were scaled from a topographic map and have
 CK2697.an estimated accuracy of +/- 6 seconds.
 CK2697
 CK2697.The orthometric height was determined by differential leveling
 CK2697.and adjusted by the National Geodetic Survey in June 1991..
 CK2697
 CK2697.The geoid height was determined by GEOID03.
 CK2697
 CK2697.The dynamic height is computed by dividing the NAVD 88
 CK2697.geopotential number by the normal gravity value computed on the
 CK2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2697.degrees latitude (g = 980.6199 gals.).
 CK2697
 CK2697.The modeled gravity was interpolated from observed gravity values.
 CK2697
 CK2697;                    North         East    Units  Estimated Accuracy
 CK2697;SPC SC       -    85,040.      688,320.      MT  (+/- 180 meters Scaled)
 CK2697
 CK2697                          SUPERSEDED SURVEY CONTROL
 CK2697
 CK2697  NGVD 29 (03/21/89)    2.309  (m)            7.58   (f) ADJUSTED    1 2
 CK2697
 CK2697.Superseded values are not recommended for survey control.
 CK2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2697.See file dsdata.txt to determine how the superseded data were derived.
 CK2697
 CK2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS786069(NAD 83)
 CK2697_MARKER: DB = BENCH MARK DISK
 CK2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2697_SP_SET: CONCRETE POST
 CK2697_STAMPING: VERT 10 175 1983
 CK2697_MARK LOGO: SCGS  
 CK2697_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2697+STABILITY: SURFACE MOTION
 CK2697
 CK2697  HISTORY     - Date     Condition        Report By
 CK2697  HISTORY     - 1983     MONUMENTED       SCGS
 CK2697  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 CK2697
 CK2697                          STATION DESCRIPTION
 CK2697
 CK2697'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2697'IN SEABROOK ISLAND.
 CK2697'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2697'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2697'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 14.4
 CK2697'KILOMETERS (8.95 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, SET NEAR
 CK2697'THE TIMBERLINE AT THE ENTRANCE OF SEABROOK ISLAND, 9.6 METERS (31.4
 CK2697'FEET) EAST-SOUTHEAST OF A 30-INCH PINE TREE, 18.0 METERS (59.1 FEET)
 CK2697'NORTH-NORTHEAST OF THE CENTERLINE OF ROAD, 32.0 METERS (105.0 FEET)
 CK2697'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE GENERAL STORE.
 CK2697'THE MARK IS 0.70 METERS  ENE FROM A WITNESS POST.
 CK2697'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2697
 CK2697                          STATION RECOVERY (1995)
 CK2697
 CK2697'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2698 ***********************************************************************
 CK2698  DESIGNATION -  10 176
 CK2698  PID         -  CK2698
 CK2698  STATE/COUNTY-  SC/CHARLESTON
 CK2698  USGS QUAD   -  ROCKVILLE (1971)
 CK2698
 CK2698                         *CURRENT SURVEY CONTROL
 CK2698  ___________________________________________________________________
 CK2698* NAD 83(1986)-  32 35 15.     (N)    080 09 56.     (W)     SCALED    
 CK2698* NAVD 88     -         2.015  (meters)       6.61   (feet)  ADJUSTED  
 CK2698  ___________________________________________________________________
 CK2698  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 CK2698  DYNAMIC HT  -           2.013 (meters)       6.60  (feet)  COMP
 CK2698  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CK2698
 CK2698  VERT ORDER  -  FIRST     CLASS II
 CK2698
 CK2698.The horizontal coordinates were scaled from a topographic map and have
 CK2698.an estimated accuracy of +/- 6 seconds.
 CK2698
 CK2698.The orthometric height was determined by differential leveling
 CK2698.and adjusted by the National Geodetic Survey in June 1991..
 CK2698
 CK2698.The geoid height was determined by GEOID03.
 CK2698
 CK2698.The dynamic height is computed by dividing the NAVD 88
 CK2698.geopotential number by the normal gravity value computed on the
 CK2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2698.degrees latitude (g = 980.6199 gals.).
 CK2698
 CK2698.The modeled gravity was interpolated from observed gravity values.
 CK2698
 CK2698;                    North         East    Units  Estimated Accuracy
 CK2698;SPC SC       -    83,960.      687,940.      MT  (+/- 180 meters Scaled)
 CK2698
 CK2698                          SUPERSEDED SURVEY CONTROL
 CK2698
 CK2698  NGVD 29 (03/21/89)    2.313  (m)            7.59   (f) ADJUSTED    1 2
 CK2698
 CK2698.Superseded values are not recommended for survey control.
 CK2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2698.See file dsdata.txt to determine how the superseded data were derived.
 CK2698
 CK2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS783058(NAD 83)
 CK2698_MARKER: DB = BENCH MARK DISK
 CK2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2698_SP_SET: CONCRETE POST
 CK2698_STAMPING: VERT 10 176 1983
 CK2698_MARK LOGO: SCGS  
 CK2698_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2698+STABILITY: SURFACE MOTION
 CK2698
 CK2698  HISTORY     - Date     Condition        Report By
 CK2698  HISTORY     - 1983     MONUMENTED       SCGS
 CK2698  HISTORY     - 19950616 GOOD             USPSQD
 CK2698
 CK2698                          STATION DESCRIPTION
 CK2698
 CK2698'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2698'IN SEABROOK ISLAND.
 CK2698'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2698'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2698'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 15.2
 CK2698'KILOMETERS (9.45 MILES) SOUTHWEST ALONG THE COUNTY ROAD S-10-20 TO THE
 CK2698'SEABROOK ISLAND SECURITY GATE, THENCE 1.1 KILOMETERS (0.7 MILE)
 CK2698'SOUTHWEST ALONG SEABROOK ISLAND ROAD, SET AT THE TIMBERLINE IN THE
 CK2698'SOUTHWEST ANGLE OF THE INTERSECTION OF LITTLE CREEK ROAD, 11.0 METERS
 CK2698'(36.0 FEET) SOUTH-SOUTHEAST OF A 120-INCH LIVE OAK TREE, 12.0 METERS
 CK2698'(39.4 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF SEABROOK
 CK2698'ISLAND ROAD, 18.9 METERS (61.9 FEET) WEST-SOUTHWEST OF LITTLE CREEK
 CK2698'ROAD.
 CK2698'THE MARK IS 0.80 METERS  ENE FROM A WITNESS POST.
 CK2698'THE MARK IS 1.50 M ABOVE SEABROOK ISLAND ROAD.
 CK2698
 CK2698                          STATION RECOVERY (1995)
 CK2698
 CK2698'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2699 ***********************************************************************
 CK2699  DESIGNATION -  10 177
 CK2699  PID         -  CK2699
 CK2699  STATE/COUNTY-  SC/CHARLESTON
 CK2699  USGS QUAD   -  ROCKVILLE (1971)
 CK2699
 CK2699                         *CURRENT SURVEY CONTROL
 CK2699  ___________________________________________________________________
 CK2699* NAD 83(1986)-  32 34 43.     (N)    080 10 25.     (W)     SCALED    
 CK2699* NAVD 88     -         2.081  (meters)       6.83   (feet)  ADJUSTED  
 CK2699  ___________________________________________________________________
 CK2699  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 CK2699  DYNAMIC HT  -           2.079 (meters)       6.82  (feet)  COMP
 CK2699  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CK2699
 CK2699  VERT ORDER  -  FIRST     CLASS II
 CK2699
 CK2699.The horizontal coordinates were scaled from a topographic map and have
 CK2699.an estimated accuracy of +/- 6 seconds.
 CK2699
 CK2699.The orthometric height was determined by differential leveling
 CK2699.and adjusted by the National Geodetic Survey in June 1991..
 CK2699
 CK2699.The geoid height was determined by GEOID03.
 CK2699
 CK2699.The dynamic height is computed by dividing the NAVD 88
 CK2699.geopotential number by the normal gravity value computed on the
 CK2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2699.degrees latitude (g = 980.6199 gals.).
 CK2699
 CK2699.The modeled gravity was interpolated from observed gravity values.
 CK2699
 CK2699;                    North         East    Units  Estimated Accuracy
 CK2699;SPC SC       -    82,970.      687,190.      MT  (+/- 180 meters Scaled)
 CK2699
 CK2699                          SUPERSEDED SURVEY CONTROL
 CK2699
 CK2699  NGVD 29 (03/21/89)    2.379  (m)            7.81   (f) ADJUSTED    1 2
 CK2699
 CK2699.Superseded values are not recommended for survey control.
 CK2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2699.See file dsdata.txt to determine how the superseded data were derived.
 CK2699
 CK2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS775048(NAD 83)
 CK2699_MARKER: DB = BENCH MARK DISK
 CK2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2699_SP_SET: CONCRETE POST
 CK2699_STAMPING: VERT 10 177 1983
 CK2699_MARK LOGO: SCGS  
 CK2699_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2699+STABILITY: SURFACE MOTION
 CK2699
 CK2699  HISTORY     - Date     Condition        Report By
 CK2699  HISTORY     - 1983     MONUMENTED       SCGS
 CK2699
 CK2699                          STATION DESCRIPTION
 CK2699
 CK2699'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2699'IN SEABROOK ISLAND.
 CK2699'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2699'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2699'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 15.2
 CK2699'KILOMETERS (9.45 MILES) SOUTHWEST ALONG THE COUNTY ROAD S-10-20 TO THE
 CK2699'SEABROOK ISLAND SECURITY GATE, THENCE 2.5 KILOMETERS (1.55 MILES)
 CK2699'SOUTHWEST ALONG SEABROOK ISLAND ROAD, SET IN THE SOUTHWEST ANGLE OF
 CK2699'THE INTERSECTION OF PRIVATEER CREEK ROAD, 5.8 METERS (19.1 FEET)
 CK2699'NORTHWEST OF A 60-INCH PINE TREE, 13.2 METERS (43.6 FEET) WEST OF THE
 CK2699'APPROXIMATE CENTER OF SEABROOK ISLAND ROAD, 16.8 METERS (55.7 FEET)
 CK2699'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF PRIVATEER CREEK ROAD.
 CK2699'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 CK2699'THE MARK IS 0.30 M ABOVE SEABROOK ISLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2700 ***********************************************************************
 CK2700  DESIGNATION -  10 178
 CK2700  PID         -  CK2700
 CK2700  STATE/COUNTY-  SC/CHARLESTON
 CK2700  USGS QUAD   -  ROCKVILLE (1971)
 CK2700
 CK2700                         *CURRENT SURVEY CONTROL
 CK2700  ___________________________________________________________________
 CK2700* NAD 83(1986)-  32 34 07.     (N)    080 10 38.     (W)     SCALED    
 CK2700* NAVD 88     -         2.059  (meters)       6.76   (feet)  ADJUSTED  
 CK2700  ___________________________________________________________________
 CK2700  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 CK2700  DYNAMIC HT  -           2.057 (meters)       6.75  (feet)  COMP
 CK2700  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 CK2700
 CK2700  VERT ORDER  -  FIRST     CLASS II
 CK2700
 CK2700.The horizontal coordinates were scaled from a topographic map and have
 CK2700.an estimated accuracy of +/- 6 seconds.
 CK2700
 CK2700.The orthometric height was determined by differential leveling
 CK2700.and adjusted by the National Geodetic Survey in June 1991..
 CK2700
 CK2700.The geoid height was determined by GEOID03.
 CK2700
 CK2700.The dynamic height is computed by dividing the NAVD 88
 CK2700.geopotential number by the normal gravity value computed on the
 CK2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2700.degrees latitude (g = 980.6199 gals.).
 CK2700
 CK2700.The modeled gravity was interpolated from observed gravity values.
 CK2700
 CK2700;                    North         East    Units  Estimated Accuracy
 CK2700;SPC SC       -    81,850.      686,860.      MT  (+/- 180 meters Scaled)
 CK2700
 CK2700                          SUPERSEDED SURVEY CONTROL
 CK2700
 CK2700  NGVD 29 (03/21/89)    2.357  (m)            7.73   (f) ADJUSTED    1 2
 CK2700
 CK2700.Superseded values are not recommended for survey control.
 CK2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2700.See file dsdata.txt to determine how the superseded data were derived.
 CK2700
 CK2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS772037(NAD 83)
 CK2700_MARKER: DB = BENCH MARK DISK
 CK2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2700_SP_SET: CONCRETE POST
 CK2700_STAMPING: VERT 10 178 1983
 CK2700_MARK LOGO: SCGS  
 CK2700_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2700+STABILITY: SURFACE MOTION
 CK2700
 CK2700  HISTORY     - Date     Condition        Report By
 CK2700  HISTORY     - 1983     MONUMENTED       SCGS
 CK2700
 CK2700                          STATION DESCRIPTION
 CK2700
 CK2700'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2700'IN SEABROOK ISLAND.
 CK2700'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2700'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2700'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 15.2
 CK2700'KILOMETERS (9.45 MILES) SOUTHWEST ALONG THE COUNTY ROAD S-10-20 TO
 CK2700'SEABROOK ISLAND SECURITY GATE, THENCE 4.0 KILOMETERS (2.5 MILES)
 CK2700'SOUTHWEST ALONG SEABROOK ISLAND ROAD, SET NEAR A 30-INCH PINE TREE AT
 CK2700'THE TIMBERLINE, 2.5 METERS (8.5 FEET) EAST-NORTHEAST OF THE PINE TREE,
 CK2700'8.9 METERS (29.4 FEET) SOUTH-SOUTHEAST OF A MAJOR TELEPHONE JUNCTION
 CK2700'BOX, 7.7 METERS (25.6 FEET) NORTHEAST OF A 40-INCH PALM TREE,
 CK2700'11.3 METERS (37.3 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF
 CK2700'SEABROOK ISLAND ROAD.
 CK2700'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 CK2700'THE MARK IS ABOVE LEVEL WITH SEABROOK ISLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2701 ***********************************************************************
 CK2701  DESIGNATION -  10 179
 CK2701  PID         -  CK2701
 CK2701  STATE/COUNTY-  SC/CHARLESTON
 CK2701  USGS QUAD   -  ROCKVILLE (1971)
 CK2701
 CK2701                         *CURRENT SURVEY CONTROL
 CK2701  ___________________________________________________________________
 CK2701* NAD 83(1986)-  32 33 38.     (N)    080 10 37.     (W)     SCALED    
 CK2701* NAVD 88     -         1.598  (meters)       5.24   (feet)  ADJUSTED  
 CK2701  ___________________________________________________________________
 CK2701  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 CK2701  DYNAMIC HT  -           1.596 (meters)       5.24  (feet)  COMP
 CK2701  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 CK2701
 CK2701  VERT ORDER  -  FIRST     CLASS II
 CK2701
 CK2701.The horizontal coordinates were scaled from a topographic map and have
 CK2701.an estimated accuracy of +/- 6 seconds.
 CK2701
 CK2701.The orthometric height was determined by differential leveling
 CK2701.and adjusted by the National Geodetic Survey in June 1991..
 CK2701
 CK2701.The geoid height was determined by GEOID03.
 CK2701
 CK2701.The dynamic height is computed by dividing the NAVD 88
 CK2701.geopotential number by the normal gravity value computed on the
 CK2701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2701.degrees latitude (g = 980.6199 gals.).
 CK2701
 CK2701.The modeled gravity was interpolated from observed gravity values.
 CK2701
 CK2701;                    North         East    Units  Estimated Accuracy
 CK2701;SPC SC       -    80,960.      686,890.      MT  (+/- 180 meters Scaled)
 CK2701
 CK2701                          SUPERSEDED SURVEY CONTROL
 CK2701
 CK2701  NGVD 29 (04/23/92)    1.896  (m)            6.22   (f) ADJUSTED    1 2
 CK2701
 CK2701.Superseded values are not recommended for survey control.
 CK2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2701.See file dsdata.txt to determine how the superseded data were derived.
 CK2701
 CK2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS772028(NAD 83)
 CK2701_MARKER: DB = BENCH MARK DISK
 CK2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2701_SP_SET: CONCRETE POST
 CK2701_STAMPING: VERT 10 179 1983
 CK2701_MARK LOGO: SCGS  
 CK2701_PROJECTION: FLUSH
 CK2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2701+STABILITY: SURFACE MOTION
 CK2701
 CK2701  HISTORY     - Date     Condition        Report By
 CK2701  HISTORY     - 1983     MONUMENTED       SCGS
 CK2701  HISTORY     - 19880301 GOOD             SCGS
 CK2701
 CK2701                          STATION DESCRIPTION
 CK2701
 CK2701'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2701'IN SEABROOK ISLAND.
 CK2701'THE MARK IS ABOVE LEVEL WITH SEABROOK ISLAND ROAD.
 CK2701'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2701'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2701'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE AHEAD 15.2
 CK2701'KILOMETERS (9.45 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20 TO THE
 CK2701'SEABROOK ISLAND SECURITY GATE, THENCE 5.1 KILOMETERS (3.2 MILES)
 CK2701'SOUTHWEST ALONG SEABROOK ISLAND ROAD, SET NEAR THREE PALM TREES IN THE
 CK2701'NORTHWEST ANGLE OF THE INTERSECTION OF THE WEST PARKING LOT ENTRANCE
 CK2701'TO THE TENNIS COURTS, 1.5 METERS (5.3 FEET) SOUTH-SOUTHWEST OF THE
 CK2701'NORTHERN MOST PALM TREE, 5.6 METERS (18.8 FEET) WEST-NORTHWEST OF THE
 CK2701'APPROXIMATE CENTER OF THE PARKING ENTRANCE, 9.8 METERS (32.4 FEET)
 CK2701'NORTHEAST OF THE APPROXIMATE CENTER OF SEABROOK ISLAND ROAD,
 CK2701'64.1 METERS (210.7 FEET) EAST-SOUTHEAST OF A FIRE HYDRANT.
 CK2701
 CK2701                          STATION RECOVERY (1988)
 CK2701
 CK2701'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2701'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2701'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2701'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE AHEAD 15.2
 CK2701'KILOMETERS (9.45 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20 TO THE
 CK2701'SEABROOK ISLAND SECURITY GATE, THENCE 5.1 KILOMETERS (3.2 MILES)
 CK2701'SOUTHWEST ALONG SEABROOK ISLAND ROAD, SET NEAR THREE PALM TREES IN THE
 CK2701'NORTHWEST ANGLE OF THE INTERSECTION OF THE WEST PARKING LOT ENTRANCE
 CK2701'TO THE TENNIS COURTS, 1.5 METERS (5.3 FEET) SOUTH-SOUTHWEST OF THE
 CK2701'NORTHERN MOST PALM TREE, 5.6 METERS (18.8 FEET) WEST-NORTHWEST OF THE
 CK2701'APPROXIMATE CENTER OF THE PARKING ENTRANCE, 9.8 METERS (32.4 FEET)
 CK2701'NORTHEAST OF THE APPROXIMATE CENTER OF SEABROOK ISLAND ROAD,
 CK2701'64.1 METERS (210.7 FEET) EAST-SOUTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2702 ***********************************************************************
 CK2702  DESIGNATION -  10 180
 CK2702  PID         -  CK2702
 CK2702  STATE/COUNTY-  SC/CHARLESTON
 CK2702  USGS QUAD   -  ROCKVILLE (1971)
 CK2702
 CK2702                         *CURRENT SURVEY CONTROL
 CK2702  ___________________________________________________________________
 CK2702* NAD 83(1986)-  32 33 56.     (N)    080 09 56.     (W)     SCALED    
 CK2702* NAVD 88     -         1.944  (meters)       6.38   (feet)  ADJUSTED  
 CK2702  ___________________________________________________________________
 CK2702  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 CK2702  DYNAMIC HT  -           1.942 (meters)       6.37  (feet)  COMP
 CK2702  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CK2702
 CK2702  VERT ORDER  -  FIRST     CLASS II
 CK2702
 CK2702.The horizontal coordinates were scaled from a topographic map and have
 CK2702.an estimated accuracy of +/- 6 seconds.
 CK2702
 CK2702.The orthometric height was determined by differential leveling
 CK2702.and adjusted by the National Geodetic Survey in June 1991..
 CK2702
 CK2702.The geoid height was determined by GEOID03.
 CK2702
 CK2702.The dynamic height is computed by dividing the NAVD 88
 CK2702.geopotential number by the normal gravity value computed on the
 CK2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2702.degrees latitude (g = 980.6199 gals.).
 CK2702
 CK2702.The modeled gravity was interpolated from observed gravity values.
 CK2702
 CK2702;                    North         East    Units  Estimated Accuracy
 CK2702;SPC SC       -    81,520.      687,960.      MT  (+/- 180 meters Scaled)
 CK2702
 CK2702                          SUPERSEDED SURVEY CONTROL
 CK2702
 CK2702  NGVD 29 (04/23/92)    2.242  (m)            7.36   (f) ADJUSTED    1 2
 CK2702
 CK2702.Superseded values are not recommended for survey control.
 CK2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2702.See file dsdata.txt to determine how the superseded data were derived.
 CK2702
 CK2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS783034(NAD 83)
 CK2702_MARKER: DB = BENCH MARK DISK
 CK2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2702_SP_SET: CONCRETE POST
 CK2702_STAMPING: VERT 10 180 1983
 CK2702_MARK LOGO: SCGS  
 CK2702_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2702+STABILITY: SURFACE MOTION
 CK2702
 CK2702  HISTORY     - Date     Condition        Report By
 CK2702  HISTORY     - 1983     MONUMENTED       SCGS
 CK2702  HISTORY     - 19880301 GOOD             SCGS
 CK2702
 CK2702                          STATION DESCRIPTION
 CK2702
 CK2702'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2702'IN SEABROOK ISLAND.
 CK2702'THE MARK IS ABOVE LEVEL WITH SEABROOK ISLAND ROAD.
 CK2702'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2702'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2702'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 15.2
 CK2702'KILOMETERS (9.45 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20 TO THE
 CK2702'SEABROOK ISLAND SECURITY GATE, THENCE 6.6 KILOMETERS (4.1 MILES)
 CK2702'SOUTHWEST ALONG SEABROOK ISLAND ROAD, SET IN THE SOUTHWEST ANGLE OF
 CK2702'THE INTERSECTION OF SEA LOFT DRIVE, 9.1 METERS (30.0 FEET) NORTHWEST
 CK2702'OF THE APPROXIMATE CENTER OF SEABROOK ISLAND ROAD, 21.0 METERS (69.2
 CK2702'FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF SEA LOFT DRIVE,
 CK2702'27.9 METERS (91.6 FEET) WEST OF A TELEPHONE JUNCTION BOX, 6.2 METERS
 CK2702'(20.8 FEET) SOUTHWEST OF A DRIVE TO A 3-STORY WOOD HOUSE.
 CK2702
 CK2702                          STATION RECOVERY (1988)
 CK2702
 CK2702'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2702'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2702'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2702'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 15.2
 CK2702'KILOMETERS (9.45 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20 TO THE
 CK2702'SEABROOK ISLAND SECURITY GATE, THENCE 6.6 KILOMETERS (4.1 MILES)
 CK2702'SOUTHWEST ALONG SEABROOK ISLAND ROAD, SET IN THE SOUTHWEST ANGLE OF
 CK2702'THE INTERSECTION OF SEA LOFT DRIVE, 9.1 METERS (30.0 FEET) NORTHWEST
 CK2702'OF THE APPROXIMATE CENTER OF SEABROOK ISLAND ROAD, 21.0 METERS (69.2
 CK2702'FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF SEA LOFT DRIVE,
 CK2702'27.9 METERS (91.6 FEET) WEST OF A TELEPHONE JUNCTION BOX, 6.2 METERS
 CK2702'(20.8 FEET) SOUTHWEST OF A DRIVE TO A 3-STORY WOOD HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2703 ***********************************************************************
 CK2703  DESIGNATION -  10 181
 CK2703  PID         -  CK2703
 CK2703  STATE/COUNTY-  SC/CHARLESTON
 CK2703  USGS QUAD   -  ROCKVILLE (1971)
 CK2703
 CK2703                         *CURRENT SURVEY CONTROL
 CK2703  ___________________________________________________________________
 CK2703* NAD 83(1986)-  32 34 33.     (N)    080 09 51.     (W)     SCALED    
 CK2703* NAVD 88     -         2.664  (meters)       8.74   (feet)  ADJUSTED  
 CK2703  ___________________________________________________________________
 CK2703  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 CK2703  DYNAMIC HT  -           2.661 (meters)       8.73  (feet)  COMP
 CK2703  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CK2703
 CK2703  VERT ORDER  -  FIRST     CLASS II
 CK2703
 CK2703.The horizontal coordinates were scaled from a topographic map and have
 CK2703.an estimated accuracy of +/- 6 seconds.
 CK2703
 CK2703.The orthometric height was determined by differential leveling
 CK2703.and adjusted by the National Geodetic Survey in June 1991..
 CK2703
 CK2703.The geoid height was determined by GEOID03.
 CK2703
 CK2703.The dynamic height is computed by dividing the NAVD 88
 CK2703.geopotential number by the normal gravity value computed on the
 CK2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2703.degrees latitude (g = 980.6199 gals.).
 CK2703
 CK2703.The modeled gravity was interpolated from observed gravity values.
 CK2703
 CK2703;                    North         East    Units  Estimated Accuracy
 CK2703;SPC SC       -    82,660.      688,080.      MT  (+/- 180 meters Scaled)
 CK2703
 CK2703                          SUPERSEDED SURVEY CONTROL
 CK2703
 CK2703  NGVD 29 (03/21/89)    2.962  (m)            9.72   (f) ADJUSTED    1 2
 CK2703
 CK2703.Superseded values are not recommended for survey control.
 CK2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2703.See file dsdata.txt to determine how the superseded data were derived.
 CK2703
 CK2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS784045(NAD 83)
 CK2703_MARKER: DB = BENCH MARK DISK
 CK2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2703_SP_SET: CONCRETE POST
 CK2703_STAMPING: VERT 10 181 1983
 CK2703_MARK LOGO: SCGS  
 CK2703_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2703+STABILITY: SURFACE MOTION
 CK2703
 CK2703  HISTORY     - Date     Condition        Report By
 CK2703  HISTORY     - 1983     MONUMENTED       SCGS
 CK2703
 CK2703                          STATION DESCRIPTION
 CK2703
 CK2703'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2703'IN SEABROOK ISLAND.
 CK2703'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2703'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2703'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 15.2
 CK2703'KILOMETERS (9.45 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20 TO THE
 CK2703'SEABROOK ISLAND SECURITY GATE, CONTINUE 7.9 KILOMETERS (4.9 MILES)
 CK2703'SOUTHWEST ALONG SEABROOK ISLAND ROAD, SET IN THE NORTHEAST ANGLE OF
 CK2703'THE INTERSECTION OF MIDDLE DAM ROAD, 4.0 METERS (13.0 FEET)
 CK2703'SOUTH-SOUTHWEST OF A 130-INCH LIVE OAK TREE WITH LARGE LIMBS,
 CK2703'9.4 METERS (30.8 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 CK2703'SEABROOK ISLAND ROAD, 11.3 METERS (37.3 FEET) NORTH-NORTHEAST OF THE
 CK2703'APPROXIMATE CENTER OF MIDDLE DAM ROAD.
 CK2703'THE MARK IS 0.60 METERS  WNW FROM A WITNESS POST.
 CK2703'THE MARK IS 0.30 M ABOVE SEABROOK ISLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2704 ***********************************************************************
 CK2704  DESIGNATION -  10 182
 CK2704  PID         -  CK2704
 CK2704  STATE/COUNTY-  SC/CHARLESTON
 CK2704  USGS QUAD   -  ROCKVILLE (1971)
 CK2704
 CK2704                         *CURRENT SURVEY CONTROL
 CK2704  ___________________________________________________________________
 CK2704* NAD 83(1986)-  32 35 01.     (N)    080 09 21.     (W)     SCALED    
 CK2704* NAVD 88     -         2.611  (meters)       8.57   (feet)  ADJUSTED  
 CK2704  ___________________________________________________________________
 CK2704  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 CK2704  DYNAMIC HT  -           2.608 (meters)       8.56  (feet)  COMP
 CK2704  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CK2704
 CK2704  VERT ORDER  -  FIRST     CLASS II
 CK2704
 CK2704.The horizontal coordinates were scaled from a topographic map and have
 CK2704.an estimated accuracy of +/- 6 seconds.
 CK2704
 CK2704.The orthometric height was determined by differential leveling
 CK2704.and adjusted by the National Geodetic Survey in June 1991..
 CK2704
 CK2704.The geoid height was determined by GEOID03.
 CK2704
 CK2704.The dynamic height is computed by dividing the NAVD 88
 CK2704.geopotential number by the normal gravity value computed on the
 CK2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2704.degrees latitude (g = 980.6199 gals.).
 CK2704
 CK2704.The modeled gravity was interpolated from observed gravity values.
 CK2704
 CK2704;                    North         East    Units  Estimated Accuracy
 CK2704;SPC SC       -    83,530.      688,860.      MT  (+/- 180 meters Scaled)
 CK2704
 CK2704                          SUPERSEDED SURVEY CONTROL
 CK2704
 CK2704  NGVD 29 (03/21/89)    2.909  (m)            9.54   (f) ADJUSTED    1 2
 CK2704
 CK2704.Superseded values are not recommended for survey control.
 CK2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2704.See file dsdata.txt to determine how the superseded data were derived.
 CK2704
 CK2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS792054(NAD 83)
 CK2704_MARKER: DB = BENCH MARK DISK
 CK2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2704_SP_SET: CONCRETE POST
 CK2704_STAMPING: VERT 10 182 1983
 CK2704_MARK LOGO: SCGS  
 CK2704_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2704+STABILITY: SURFACE MOTION
 CK2704
 CK2704  HISTORY     - Date     Condition        Report By
 CK2704  HISTORY     - 1983     MONUMENTED       SCGS
 CK2704
 CK2704                          STATION DESCRIPTION
 CK2704
 CK2704'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2704'IN SEABROOK ISLAND.
 CK2704'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2704'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2704'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 15.2
 CK2704'KILOMETERS (9.45 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20 TO THE
 CK2704'SEABROOK ISLAND SECURITY GATE, THENCE 9.25 KILOMETERS (5.75 MILES)
 CK2704'SOUTHWEST ALONG SEABROOK ISLAND ROAD, SET NEAR A FIRE HYDRANT AT THE
 CK2704'TIMBERLINE, 1.2 METERS (4.2 FEET) SOUTHWEST OF THE FIRE HYDRANT,
 CK2704'2.7 METERS (8.8 FEET) NORTHEAST OF A TWIN TRUNK LIVE OAK TREE,
 CK2704'27.5 METERS (90.8 FEET) NORTH-NORTHWEST OF A BLAZED 110-INCH LIVE OAK
 CK2704'TREE.
 CK2704'THE MARK IS 0.60 METERS  NNW FROM A WITNESS POST.
 CK2704'THE MARK IS ABOVE LEVEL WITH SEABROOK ISLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2705 ***********************************************************************
 CK2705  DESIGNATION -  10 183
 CK2705  PID         -  CK2705
 CK2705  STATE/COUNTY-  SC/CHARLESTON
 CK2705  USGS QUAD   -  ROCKVILLE (1971)
 CK2705
 CK2705                         *CURRENT SURVEY CONTROL
 CK2705  ___________________________________________________________________
 CK2705* NAD 83(1986)-  32 35 22.     (N)    080 09 25.     (W)     SCALED    
 CK2705* NAVD 88     -         1.967  (meters)       6.45   (feet)  ADJUSTED  
 CK2705  ___________________________________________________________________
 CK2705  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 CK2705  DYNAMIC HT  -           1.964 (meters)       6.44  (feet)  COMP
 CK2705  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 CK2705
 CK2705  VERT ORDER  -  FIRST     CLASS II
 CK2705
 CK2705.The horizontal coordinates were scaled from a topographic map and have
 CK2705.an estimated accuracy of +/- 6 seconds.
 CK2705
 CK2705.The orthometric height was determined by differential leveling
 CK2705.and adjusted by the National Geodetic Survey in June 1991..
 CK2705
 CK2705.The geoid height was determined by GEOID03.
 CK2705
 CK2705.The dynamic height is computed by dividing the NAVD 88
 CK2705.geopotential number by the normal gravity value computed on the
 CK2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2705.degrees latitude (g = 980.6199 gals.).
 CK2705
 CK2705.The modeled gravity was interpolated from observed gravity values.
 CK2705
 CK2705;                    North         East    Units  Estimated Accuracy
 CK2705;SPC SC       -    84,180.      688,750.      MT  (+/- 180 meters Scaled)
 CK2705
 CK2705                          SUPERSEDED SURVEY CONTROL
 CK2705
 CK2705  NGVD 29 (03/21/89)    2.264  (m)            7.43   (f) ADJUSTED    1 2
 CK2705
 CK2705.Superseded values are not recommended for survey control.
 CK2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2705.See file dsdata.txt to determine how the superseded data were derived.
 CK2705
 CK2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS791060(NAD 83)
 CK2705_MARKER: DB = BENCH MARK DISK
 CK2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2705_SP_SET: CONCRETE POST
 CK2705_STAMPING: VERT 10 183 1983
 CK2705_MARK LOGO: SCGS  
 CK2705_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2705+STABILITY: SURFACE MOTION
 CK2705
 CK2705  HISTORY     - Date     Condition        Report By
 CK2705  HISTORY     - 1983     MONUMENTED       SCGS
 CK2705
 CK2705                          STATION DESCRIPTION
 CK2705
 CK2705'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2705'IN SEABROOK ISLAND.
 CK2705'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2705'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2705'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 15.2
 CK2705'KILOMETERS (9.45 MILES) SOUTHWEST ALONG THE COUNTY ROAD S-10-20 TO THE
 CK2705'SEABROOK ISLAND SECURITY GATE, CONTINUE 10.1 KILOMETERS (6.3 MILES)
 CK2705'SOUTHWEST ALONG SEABROOK ISLAND ROAD, SET BETWEEN TWO STEEL BOXES AT
 CK2705'THE EXTENDED CENTERLINE OF THE PAVED ROAD LEADING TO THE BOAT STORAGE
 CK2705'DOCK, 1.0 METER (3.5 FEET) NORTH OF THE THREE-FOOT HIGH STEEL BOX,
 CK2705'12.2 METERS (40.4 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF
 CK2705'SEABROOK ISLAND ROAD, 18.3 METERS (60.2 FEET) SOUTH-SOUTHEAST OF A
 CK2705'30-INCH LONE PALM TREE.
 CK2705'THE MARK IS 0.70 METERS  NE FROM A WITNESS POST.
 CK2705'THE MARK IS ABOVE LEVEL WITH SEABROOK ISLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2425 ***********************************************************************
 CK2425  DESIGNATION -  10 184
 CK2425  PID         -  CK2425
 CK2425  STATE/COUNTY-  SC/CHARLESTON
 CK2425  USGS QUAD   -  RAVENEL (1971)
 CK2425
 CK2425                         *CURRENT SURVEY CONTROL
 CK2425  ___________________________________________________________________
 CK2425* NAD 83(2001)-  32 47 44.63447(N)    080 08 07.98322(W)     ADJUSTED  
 CK2425* NAVD 88     -         4.261  (meters)      13.98   (feet)  ADJUSTED  
 CK2425  ___________________________________________________________________
 CK2425  X           -     919,420.833 (meters)                     COMP
 CK2425  Y           -  -5,287,412.083 (meters)                     COMP
 CK2425  Z           -   3,434,922.144 (meters)                     COMP
 CK2425  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CK2425  ELLIP HEIGHT-         -28.43  (meters)          (10/16/03) GPS OBS
 CK2425  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 CK2425  DYNAMIC HT  -           4.257 (meters)      13.97  (feet)  COMP
 CK2425  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CK2425
 CK2425  HORZ ORDER  -  FIRST
 CK2425  VERT ORDER  -  FIRST     CLASS II
 CK2425  ELLP ORDER  -  FOURTH    CLASS II
 CK2425
 CK2425.The horizontal coordinates were established by GPS observations
 CK2425.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 CK2425
 CK2425.The orthometric height was determined by differential leveling
 CK2425.and adjusted by the National Geodetic Survey in June 1991..
 CK2425
 CK2425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2425
 CK2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2425
 CK2425.The ellipsoidal height was determined by GPS observations
 CK2425.and is referenced to NAD 83.
 CK2425
 CK2425.The geoid height was determined by GEOID03.
 CK2425
 CK2425.The dynamic height is computed by dividing the NAVD 88
 CK2425.geopotential number by the normal gravity value computed on the
 CK2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2425.degrees latitude (g = 980.6199 gals.).
 CK2425
 CK2425.The modeled gravity was interpolated from observed gravity values.
 CK2425
 CK2425;                    North         East     Units Scale Factor Converg.
 CK2425;SPC SC       -   107,069.976   690,562.872   MT  0.99990895   +0 28 45.3
 CK2425;SPC SC       -   351,279.45  2,265,626.22   iFT  0.99990895   +0 28 45.3
 CK2425;UTM  17      - 3,628,972.861   580,940.080   MT  0.99968078   +0 28 05.7
 CK2425
 CK2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2425!SPC SC       -   1.00000446  x   0.99990895  =   0.99991341
 CK2425!UTM  17      -   1.00000446  x   0.99968078  =   0.99968524
 CK2425
 CK2425                          SUPERSEDED SURVEY CONTROL
 CK2425
 CK2425  NAD 83(1986)-  32 47 44.64269(N)    080 08 07.98612(W) AD(       ) 1
 CK2425  NAD 83(1995)-  32 47 44.63487(N)    080 08 07.98189(W) AD(       ) 1
 CK2425  ELLIP H (12/20/99)  -28.44   (m)                       GP(       ) 4 1
 CK2425  NAD 83(1986)-  32 47 44.64267(N)    080 08 07.98707(W) AD(       ) 1
 CK2425  NAD 83(1986)-  32 47 44.64191(N)    080 08 07.98653(W) AD(       ) 1
 CK2425  NAD 27      -  32 47 44.02419(N)    080 08 08.65130(W) AD(       ) 1
 CK2425  NAVD 88 (10/16/03)    4.26   (m)           14.0    (f) LEVELING    3  
 CK2425  NGVD 29 (03/21/89)    4.557  (m)           14.95   (f) ADJUSTED    1 2
 CK2425
 CK2425.Superseded values are not recommended for survey control.
 CK2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2425.See file dsdata.txt to determine how the superseded data were derived.
 CK2425
 CK2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8094028973(NAD 83)
 CK2425_MARKER: DD = SURVEY DISK
 CK2425_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK2425_SP_SET: BRIDGE ABUTMENT
 CK2425_STAMPING: VERT 10 184 1983
 CK2425_MARK LOGO: SCGS  
 CK2425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2425+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 CK2425
 CK2425  HISTORY     - Date     Condition        Report By
 CK2425  HISTORY     - 1983     MONUMENTED       SCGS
 CK2425  HISTORY     - 1983     GOOD             SCGS
 CK2425  HISTORY     - 19870319 GOOD
 CK2425  HISTORY     - 19910520 GOOD             SCGS
 CK2425  HISTORY     - 19910606 GOOD             USPSQD
 CK2425  HISTORY     - 19980826 GOOD             SCGS
 CK2425  HISTORY     - 20010331 GOOD             NGS
 CK2425  HISTORY     - 20010331 GOOD             NGS
 CK2425  HISTORY     - 20011210 GOOD             NGS
 CK2425  HISTORY     - 20020903 GOOD             SCGS
 CK2425
 CK2425                          STATION DESCRIPTION
 CK2425
 CK2425'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (GRH)
 CK2425'STATION IS LOCATED 10.45 KM (6.5 MI) EAST-NORTHEAST OF RAVENEL, 2.6
 CK2425'KM (1.6 MI) NORTHEAST OF RANTOWLES, IN A BRIDGE WINGWALL, ALONG
 CK2425'U.S. HIGHWAY 17 AT RANTOWLES CREEK.  OWNERSHIP--SOUTH CAROLINA
 CK2425'DEPARTMENT OF HIGHWAYS.
 CK2425'
 CK2425'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 162
 CK2425'IN RANTOWLES, GO NORTHEAST ON HIGHWAY 17 FOR 1.93 KM (1.2 MI) TO
 CK2425'THE BRIDGE AND THE MARK ON THE LEFT.
 CK2425'
 CK2425'STATION IS A SOUTH CAROLINA GEODETIC SURVEY ALL-PURPOSE DISK
 CK2425'STAMPED---VERT 10 184 1983---.  IT IS IN THE SOUTHWEST BRIDGE
 CK2425'WINGWALL, SET FLUSH IN A DRILL HOLE, ABOUT LEVEL WITH THE HIGHWAY.
 CK2425'
 CK2425'STATION WAS OCCUPIED BY GPS AND IS AN EXCELLENT GPS STATION.
 CK2425'DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK2425
 CK2425                          STATION RECOVERY (1983)
 CK2425
 CK2425'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2425'10.1 KM (6.3 MI) NE FROM RAVENEL.
 CK2425'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2425'11.4 KILOMETERS (7.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK2425'RAVENEL POST OFFICE, SET IN THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER
 CK2425'RANTOWLES CREEK, 1.1 METERS (3.7 FEET) NORTHWEST OF THE CEMENT
 CK2425'RAILING, 7.7 METERS (25.3 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 CK2425'CENTER OF HIGHWAY 17 SOUTHBOUND LANE, 33.2 METERS (109.0 FEET)
 CK2425'EAST-SOUTHEAST OF POWER POLE.
 CK2425
 CK2425                          STATION RECOVERY (1987)
 CK2425
 CK2425'RECOVERED 1987
 CK2425'RECOVERED IN GOOD CONDITION.
 CK2425
 CK2425                          STATION RECOVERY (1991)
 CK2425
 CK2425'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2425'STATION IS LOCATED 6.5 MILES (10.5 KM) EAST NORTHEAST OF RAVENEL, 6.8
 CK2425'MILES (10.9 KM) NORTHEAST OF HOLLYWOOD.  OWNERSHIP--SCDHPT, DIRECTOR
 CK2425'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2425'803-737-1350.
 CK2425'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK2425'HIGHWAY 162 (5.5 MILES EAST NORTHEAST OF RAVENEL), GO NORTHEAST ON
 CK2425'HIGHWAY 17 FOR 1.2 MILES (1.9 KM) TO THE STATION ON THE LEFT IN THE
 CK2425'WEST WINGWALL OF THE SOUTHBOUND BRIDGE OVER RANTOWLES CREEK.
 CK2425'STATION IS A DRILL MARK IN WINGWALL OF BRIDGE, 1.0 FOOT (0.3 M) ABOVE
 CK2425'THE HIGHWAY.
 CK2425'RECOVERED BY J.R. WERNER.
 CK2425
 CK2425                          STATION RECOVERY (1991)
 CK2425
 CK2425'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2425'RECOVERED IN GOOD CONDITION.
 CK2425
 CK2425                          STATION RECOVERY (1998)
 CK2425
 CK2425'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2425'STATION IS LOCATED 7.5 MILES (12.1 KM) NORTHEAST OF HOLLYWOOD, 12.0
 CK2425'MILES (19.3 KM) WEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2425'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK2425'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2425'17 AND STATE HIGHWAY 162, 5.5 MILES (8.9 KM) EAST NORTHEAST OF
 CK2425'RAVENEL, GO NORTHEAST ON HIGHWAY 17 FOR 1.2 MILES (1.9 KM) TO THE
 CK2425'STATION ON THE LEFT IN THE WEST WINGWALL OF THE SOUTHBOUND BRIDGE OVER
 CK2425'RANTOWLES CREEK.  STATION IS A DISK SET IN A DRILL HOLE AND 1.0 FOOT
 CK2425'(0.3 M) ABOVE THE HIGHWAY.  RECOVERED BY C.J.  STONE.
 CK2425
 CK2425                          STATION RECOVERY (2001)
 CK2425
 CK2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2425'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2425
 CK2425                          STATION RECOVERY (2001)
 CK2425
 CK2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2425'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2425
 CK2425                          STATION RECOVERY (2001)
 CK2425
 CK2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2425'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2425
 CK2425                          STATION RECOVERY (2002)
 CK2425
 CK2425'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2425'STATION IS LOCATED 7.05 MILES EAST NORTHEAST OF RAVENEL, 12.0 MILES
 CK2425'WEST OF
 CK2425'CHARLESTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2425'191,
 CK2425'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2425'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 AND U.S.
 CK2425'HIGHWAY 17 (6.05
 CK2425'MILES EAST NORTHEAST OF RAVENEL, GO NORTHEAST ON HIGHWAY 17 FOR 1.2
 CK2425'MILES TO THE
 CK2425'STATION ON THE LEFT IN A DRILL HOLE IN THE WEST WING WALL OF THE
 CK2425'BRIDGE OVER THE
 CK2425'SOUTHBOUND LANES OVER RANTOWLES CREEK.
 CK2425'RECOVERED BY T. HALL.
 CK2425' 
 CK2425' 
 CK2425'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2426 ***********************************************************************
 CK2426  DESIGNATION -  10 185
 CK2426  PID         -  CK2426
 CK2426  STATE/COUNTY-  SC/CHARLESTON
 CK2426  USGS QUAD   -  RAVENEL (1971)
 CK2426
 CK2426                         *CURRENT SURVEY CONTROL
 CK2426  ___________________________________________________________________
 CK2426* NAD 83(1986)-  32 47 14.     (N)    080 08 45.     (W)     SCALED    
 CK2426* NAVD 88     -         4.594  (meters)      15.07   (feet)  ADJUSTED  
 CK2426  ___________________________________________________________________
 CK2426  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 CK2426  DYNAMIC HT  -           4.589 (meters)      15.06  (feet)  COMP
 CK2426  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 CK2426
 CK2426  VERT ORDER  -  FIRST     CLASS II
 CK2426
 CK2426.The horizontal coordinates were scaled from a topographic map and have
 CK2426.an estimated accuracy of +/- 6 seconds.
 CK2426
 CK2426.The orthometric height was determined by differential leveling
 CK2426.and adjusted by the National Geodetic Survey in June 1991..
 CK2426
 CK2426.The geoid height was determined by GEOID03.
 CK2426
 CK2426.The dynamic height is computed by dividing the NAVD 88
 CK2426.geopotential number by the normal gravity value computed on the
 CK2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2426.degrees latitude (g = 980.6199 gals.).
 CK2426
 CK2426.The modeled gravity was interpolated from observed gravity values.
 CK2426
 CK2426;                    North         East    Units  Estimated Accuracy
 CK2426;SPC SC       -   106,120.      689,610.      MT  (+/- 180 meters Scaled)
 CK2426
 CK2426                          SUPERSEDED SURVEY CONTROL
 CK2426
 CK2426  NGVD 29 (03/21/89)    4.889  (m)           16.04   (f) ADJUSTED    1 2
 CK2426
 CK2426.Superseded values are not recommended for survey control.
 CK2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2426.See file dsdata.txt to determine how the superseded data were derived.
 CK2426
 CK2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS799280(NAD 83)
 CK2426_MARKER: DB = BENCH MARK DISK
 CK2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2426_SP_SET: CONCRETE POST
 CK2426_STAMPING: VERT 10 185 1983
 CK2426_MARK LOGO: SCGS  
 CK2426_PROJECTION: FLUSH
 CK2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2426+STABILITY: SURFACE MOTION
 CK2426
 CK2426  HISTORY     - Date     Condition        Report By
 CK2426  HISTORY     - 1983     MONUMENTED       SCGS
 CK2426  HISTORY     - 19910606 GOOD             USPSQD
 CK2426  HISTORY     - 19950612 GOOD             USPSQD
 CK2426
 CK2426                          STATION DESCRIPTION
 CK2426
 CK2426'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2426'9.0 KM (5.6 MI) NE FROM RAVENEL.
 CK2426'9.9 KILOMETERS (6.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK2426'RAVENEL POST OFFICE, SET IN THE SOUTHWEST ABUTMENT OF THE BRIDGE
 CK2426'CROSSING WALLACE RIVER, 1.0 METER (3.3 FEET) WEST-NORTHWEST OF THE
 CK2426'SOUTHWEST END OF THE CEMENT RAILING, 7.9 METERS (26.0 FEET) WEST OF
 CK2426'THE APPROXIMATE CENTER OF THE SOUTHBOUND LANE OF HIGHWAY 17, 27.1
 CK2426'METERS (89.2 FEET) NORTHEAST OF POWER POLE NUMBER 213884.
 CK2426'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2426
 CK2426                          STATION RECOVERY (1991)
 CK2426
 CK2426'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK2426'RECOVERED IN GOOD CONDITION.
 CK2426
 CK2426                          STATION RECOVERY (1995)
 CK2426
 CK2426'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2427 ***********************************************************************
 CK2427  DESIGNATION -  10 186
 CK2427  PID         -  CK2427
 CK2427  STATE/COUNTY-  SC/CHARLESTON
 CK2427  USGS QUAD   -  RAVENEL (1971)
 CK2427
 CK2427                         *CURRENT SURVEY CONTROL
 CK2427  ___________________________________________________________________
 CK2427* NAD 83(1986)-  32 46 53.     (N)    080 09 35.     (W)     SCALED    
 CK2427* NAVD 88     -         5.504  (meters)      18.06   (feet)  ADJUSTED  
 CK2427  ___________________________________________________________________
 CK2427  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 CK2427  DYNAMIC HT  -           5.498 (meters)      18.04  (feet)  COMP
 CK2427  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CK2427
 CK2427  VERT ORDER  -  FIRST     CLASS II
 CK2427
 CK2427.The horizontal coordinates were scaled from a topographic map and have
 CK2427.an estimated accuracy of +/- 6 seconds.
 CK2427
 CK2427.The orthometric height was determined by differential leveling
 CK2427.and adjusted by the National Geodetic Survey in June 1991..
 CK2427
 CK2427.The geoid height was determined by GEOID03.
 CK2427
 CK2427.The dynamic height is computed by dividing the NAVD 88
 CK2427.geopotential number by the normal gravity value computed on the
 CK2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2427.degrees latitude (g = 980.6199 gals.).
 CK2427
 CK2427.The modeled gravity was interpolated from observed gravity values.
 CK2427
 CK2427;                    North         East    Units  Estimated Accuracy
 CK2427;SPC SC       -   105,460.      688,310.      MT  (+/- 180 meters Scaled)
 CK2427
 CK2427                          SUPERSEDED SURVEY CONTROL
 CK2427
 CK2427  NGVD 29 (03/21/89)    5.799  (m)           19.03   (f) ADJUSTED    1 2
 CK2427
 CK2427.Superseded values are not recommended for survey control.
 CK2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2427.See file dsdata.txt to determine how the superseded data were derived.
 CK2427
 CK2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS786273(NAD 83)
 CK2427_MARKER: DB = BENCH MARK DISK
 CK2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2427_SP_SET: CONCRETE POST
 CK2427_STAMPING: VERT 10 186 1983
 CK2427_MARK LOGO: SCGS  
 CK2427_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2427+STABILITY: SURFACE MOTION
 CK2427
 CK2427  HISTORY     - Date     Condition        Report By
 CK2427  HISTORY     - 1983     MONUMENTED       SCGS
 CK2427  HISTORY     - 19950612 GOOD             USPSQD
 CK2427
 CK2427                          STATION DESCRIPTION
 CK2427
 CK2427'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2427'7.2 KM (4.5 MI) NE FROM RAVENEL.
 CK2427'8.3 KILOMETERS (5.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK2427'RAVENEL POST OFFICE, SET NEAR A 30-INCH BLAZED PINE TREE IN THE
 CK2427'NORTHWEST ANGLE OF THE INTERSECTION OF A FIELD ACCESS ROAD WHICH HAS A
 CK2427'PAVED ENTRANCE, 1.8 METERS (6.0 FEET) WEST OF THE PINE TREE, 7.3
 CK2427'METERS (24.4 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF THE PAVED
 CK2427'ENTRANCE TO THE FIELD ROAD, 18.0 METERS (59.6 FEET) NORTH OF THE
 CK2427'CENTERLINE OF HIGHWAY 17 SOUTHBOUND LANE.
 CK2427'THE MARK IS 0.80 METERS  E FROM A WITNESS POST.
 CK2427'THE MARK IS 0.40 M BELOW HIGHWAY 17.
 CK2427
 CK2427                          STATION RECOVERY (1995)
 CK2427
 CK2427'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2428 ***********************************************************************
 CK2428  DESIGNATION -  10 187
 CK2428  PID         -  CK2428
 CK2428  STATE/COUNTY-  SC/CHARLESTON
 CK2428  USGS QUAD   -  RAVENEL (1971)
 CK2428
 CK2428                         *CURRENT SURVEY CONTROL
 CK2428  ___________________________________________________________________
 CK2428* NAD 83(1986)-  32 46 48.     (N)    080 10 43.     (W)     SCALED    
 CK2428* NAVD 88     -         2.643  (meters)       8.67   (feet)  ADJUSTED  
 CK2428  ___________________________________________________________________
 CK2428  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CK2428  DYNAMIC HT  -           2.640 (meters)       8.66  (feet)  COMP
 CK2428  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CK2428
 CK2428  VERT ORDER  -  FIRST     CLASS II
 CK2428
 CK2428.The horizontal coordinates were scaled from a topographic map and have
 CK2428.an estimated accuracy of +/- 6 seconds.
 CK2428
 CK2428.The orthometric height was determined by differential leveling
 CK2428.and adjusted by the National Geodetic Survey in June 1991..
 CK2428
 CK2428.The geoid height was determined by GEOID03.
 CK2428
 CK2428.The dynamic height is computed by dividing the NAVD 88
 CK2428.geopotential number by the normal gravity value computed on the
 CK2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2428.degrees latitude (g = 980.6199 gals.).
 CK2428
 CK2428.The modeled gravity was interpolated from observed gravity values.
 CK2428
 CK2428;                    North         East    Units  Estimated Accuracy
 CK2428;SPC SC       -   105,290.      686,540.      MT  (+/- 180 meters Scaled)
 CK2428
 CK2428                          SUPERSEDED SURVEY CONTROL
 CK2428
 CK2428  NGVD 29 (03/21/89)    2.938  (m)            9.64   (f) ADJUSTED    1 2
 CK2428
 CK2428.Superseded values are not recommended for survey control.
 CK2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2428.See file dsdata.txt to determine how the superseded data were derived.
 CK2428
 CK2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS769271(NAD 83)
 CK2428_MARKER: DB = BENCH MARK DISK
 CK2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2428_SP_SET: CONCRETE POST
 CK2428_STAMPING: VERT 10 187 1983
 CK2428_MARK LOGO: SCGS  
 CK2428_PROJECTION: FLUSH
 CK2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2428+STABILITY: SURFACE MOTION
 CK2428
 CK2428  HISTORY     - Date     Condition        Report By
 CK2428  HISTORY     - 1983     MONUMENTED       SCGS
 CK2428  HISTORY     - 20010331 GOOD             NGS
 CK2428  HISTORY     - 20011210 GOOD             NGS
 CK2428
 CK2428                          STATION DESCRIPTION
 CK2428
 CK2428'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2428'5.6 KM (3.5 MI) NE FROM RAVENEL.
 CK2428'6.5 KILOMETERS (4.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK2428'RAVENEL POST OFFICE, SET NEAR A TELEPHONE JUNCTION BOX IN THE FRONT
 CK2428'YARD OF A ONE-STORY WOOD AND SHINGLE HOUSE, 2.7 METERS (9.1 FEET)
 CK2428'EAST-NORTHEAST OF THE TELEPHONE JUNCTION BOX, 5.5 METERS (18.8 FEET)
 CK2428'NORTH-NORTHEAST OF THE POWER POLE, 18.3 METERS (60.0 FEET)
 CK2428'SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 17 NORTH BOUND LANE,
 CK2428'22.0 METERS (72.2 FEET) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 CK2428'HOUSE, 17.0 METERS (55.6 FEET) NORTHWEST OF A 30-INCH MAGNOLIA TREE.
 CK2428'THE MARK IS 0.30 M ABOVE HIGHWAY 17.
 CK2428
 CK2428                          STATION RECOVERY (2001)
 CK2428
 CK2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2428'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2428
 CK2428                          STATION RECOVERY (2001)
 CK2428
 CK2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2428'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2429 ***********************************************************************
 CK2429  DESIGNATION -  10 188
 CK2429  PID         -  CK2429
 CK2429  STATE/COUNTY-  SC/CHARLESTON
 CK2429  USGS QUAD   -  RAVENEL (1971)
 CK2429
 CK2429                         *CURRENT SURVEY CONTROL
 CK2429  ___________________________________________________________________
 CK2429* NAD 83(2001)-  32 46 54.42603(N)    080 11 46.46471(W)     ADJUSTED  
 CK2429* NAVD 88     -         6.582  (meters)      21.59   (feet)  ADJUSTED  
 CK2429  ___________________________________________________________________
 CK2429  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CK2429  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 CK2429  DYNAMIC HT  -           6.575 (meters)      21.57  (feet)  COMP
 CK2429  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 CK2429
 CK2429  HORZ ORDER  -  SECOND
 CK2429  VERT ORDER  -  FIRST     CLASS II
 CK2429
 CK2429.The horizontal coordinates were established by classical geodetic methods
 CK2429.and adjusted by the National Geodetic Survey in March 2004..
 CK2429.No horizontal observational check was made to the station.
 CK2429
 CK2429.The orthometric height was determined by differential leveling
 CK2429.and adjusted by the National Geodetic Survey in June 1991..
 CK2429
 CK2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2429
 CK2429.The geoid height was determined by GEOID03.
 CK2429
 CK2429.The dynamic height is computed by dividing the NAVD 88
 CK2429.geopotential number by the normal gravity value computed on the
 CK2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2429.degrees latitude (g = 980.6199 gals.).
 CK2429
 CK2429.The modeled gravity was interpolated from observed gravity values.
 CK2429
 CK2429;                    North         East     Units Scale Factor Converg.
 CK2429;SPC SC       -   105,477.577   684,890.960   MT  0.99991266   +0 26 44.2
 CK2429;SPC SC       -   346,055.04  2,247,017.59   iFT  0.99991266   +0 26 44.2
 CK2429;UTM  17      - 3,627,381.896   575,269.206   MT  0.99966986   +0 26 06.8
 CK2429
 CK2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2429!SPC SC       -   1.00000408  x   0.99991266  =   0.99991674
 CK2429!UTM  17      -   1.00000408  x   0.99966986  =   0.99967394
 CK2429
 CK2429                          SUPERSEDED SURVEY CONTROL
 CK2429
 CK2429  NAD 83(1986)-  32 46 54.43356(N)    080 11 46.46819(W) AD(       ) 2
 CK2429  NGVD 29 (03/21/89)    6.877  (m)           22.56   (f) ADJUSTED    1 2
 CK2429
 CK2429.Superseded values are not recommended for survey control.
 CK2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2429.See file dsdata.txt to determine how the superseded data were derived.
 CK2429
 CK2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7526927382(NAD 83)
 CK2429_MARKER: DB = BENCH MARK DISK
 CK2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2429_SP_SET: CONCRETE POST
 CK2429_STAMPING: VERT 10 188 1983
 CK2429_MARK LOGO: SCGS  
 CK2429_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2429_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2429+STABILITY: SURFACE MOTION
 CK2429
 CK2429  HISTORY     - Date     Condition        Report By
 CK2429  HISTORY     - 1983     MONUMENTED       SCGS
 CK2429  HISTORY     - 1983     GOOD             SCGS
 CK2429  HISTORY     - 19910624 MARK NOT FOUND   SCGS
 CK2429  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2429  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2429
 CK2429                          STATION DESCRIPTION
 CK2429
 CK2429'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK2429'THE STATION IS LOCATED ABOUT 6.7 KM (4.2 MI) NORTHEAST OF HOLLYWOOD,
 CK2429'4.8 KM (3.0 MI) EAST OF RAVENEL AND 4.0 KM (2.5 MI) WEST OF
 CK2429'RANTOWLES, ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 17.
 CK2429'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK2429'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK2429'SC 29210, PHONE 803-758-6434.
 CK2429'
 CK2429'TO REACH THE STATION FROM THE POST OFFICE IN RAVENEL, GO EASTERLY
 CK2429'ON U.S. HIGHWAY 17 FOR 4.6 KM (2.9 MI) TO THE STATION ON THE
 CK2429'RIGHT AND BY A POWER POLE.
 CK2429'
 CK2429'THE STATION IS A STANDARD SCGS DISK
 CK2429'STAMPED---VERT 10 188 1983---,
 CK2429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2429'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2429'26.0 METERS (85.3 FT) SOUTH FROM THE CENTER LINE OF THE NORTH BOUND
 CK2429'LANE OF U.S. HIGHWAY 17,
 CK2429'3.66 METERS (12.0 FT) NORTH-NORTHWEST FROM THE POWER POLE,
 CK2429'0.61 METER (2.0 FT) SOUTH FROM A WIRE FENCE AND
 CK2429'0.52 METER (1.7 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CK2429'
 CK2429'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CK2429'
 CK2429'AN EDM TRAVERSE WAS MADE TO 10 293 SCGS.
 CK2429'
 CK2429'DESCRIBED BY MARK D. THACKRAH.
 CK2429
 CK2429                          STATION RECOVERY (1983)
 CK2429
 CK2429'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2429'4.2 KM (2.6 MI) NE FROM RAVENEL.
 CK2429'THE MARK IS 1.50 M ABOVE HIGHWAY.
 CK2429'4.8 KILOMETERS (3.0 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK2429'RAVENEL POST OFFICE, SET BETWEEN A POWER POLE AND A FENCE LINE, 3.8
 CK2429'METERS (12.5 FEET) NORTH-NORTHWEST OF THE POWER POLE, 0.7 METER (2.5
 CK2429'FEET) SOUTH-SOUTHEAST OF A FENCE LINE, 6.5 METERS (21.6 FEET)
 CK2429'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A WOOD ROAD PARALLEL TO
 CK2429'THE HIGHWAY, 25.7 METERS (84.5 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE
 CK2429'OF THE NORTHBOUND LANE OF HIGHWAY 17.
 CK2429'THE MARK IS 0.70 METERS  SSE FROM A WITNESS POST.
 CK2429
 CK2429                          STATION RECOVERY (1991)
 CK2429
 CK2429'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2429'NOT RECOVERED, A SEARCH REVEALED A CONCRETE POST BROKEN APART, AT THE
 CK2429'INDICATED HEADINGS AND MEASUREMENTS, NO DISK FOUND, PRESUMED
 CK2429'DESTROYED.
 CK2429'RECOVERY T. HALL.
 CK2429
 CK2429                          STATION RECOVERY (2001)
 CK2429
 CK2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2429'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2429
 CK2429                          STATION RECOVERY (2001)
 CK2429
 CK2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2429'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2430 ***********************************************************************
 CK2430  DESIGNATION -  10 189
 CK2430  PID         -  CK2430
 CK2430  STATE/COUNTY-  SC/CHARLESTON
 CK2430  USGS QUAD   -  RAVENEL (1971)
 CK2430
 CK2430                         *CURRENT SURVEY CONTROL
 CK2430  ___________________________________________________________________
 CK2430* NAD 83(1986)-  32 46 57.     (N)    080 12 46.     (W)     SCALED    
 CK2430* NAVD 88     -        10.268  (meters)      33.69   (feet)  ADJUSTED  
 CK2430  ___________________________________________________________________
 CK2430  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 CK2430  DYNAMIC HT  -          10.257 (meters)      33.65  (feet)  COMP
 CK2430  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 CK2430
 CK2430  VERT ORDER  -  FIRST     CLASS II
 CK2430
 CK2430.The horizontal coordinates were scaled from a topographic map and have
 CK2430.an estimated accuracy of +/- 6 seconds.
 CK2430
 CK2430.The orthometric height was determined by differential leveling
 CK2430.and adjusted by the National Geodetic Survey in June 1991..
 CK2430
 CK2430.The geoid height was determined by GEOID03.
 CK2430
 CK2430.The dynamic height is computed by dividing the NAVD 88
 CK2430.geopotential number by the normal gravity value computed on the
 CK2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2430.degrees latitude (g = 980.6199 gals.).
 CK2430
 CK2430.The modeled gravity was interpolated from observed gravity values.
 CK2430
 CK2430;                    North         East    Units  Estimated Accuracy
 CK2430;SPC SC       -   105,550.      683,340.      MT  (+/- 180 meters Scaled)
 CK2430
 CK2430                          SUPERSEDED SURVEY CONTROL
 CK2430
 CK2430  NGVD 29 (03/21/89)   10.563  (m)           34.66   (f) ADJUSTED    1 2
 CK2430
 CK2430.Superseded values are not recommended for survey control.
 CK2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2430.See file dsdata.txt to determine how the superseded data were derived.
 CK2430
 CK2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS737274(NAD 83)
 CK2430_MARKER: DB = BENCH MARK DISK
 CK2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2430_SP_SET: CONCRETE POST
 CK2430_STAMPING: VERT 10 189 1983
 CK2430_MARK LOGO: SCGS  
 CK2430_PROJECTION: RECESSED 2 CENTIMETERS
 CK2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2430+STABILITY: SURFACE MOTION
 CK2430
 CK2430  HISTORY     - Date     Condition        Report By
 CK2430  HISTORY     - 1983     MONUMENTED       SCGS
 CK2430  HISTORY     - 20010331 GOOD             NGS
 CK2430  HISTORY     - 20011210 GOOD             NGS
 CK2430
 CK2430                          STATION DESCRIPTION
 CK2430
 CK2430'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2430'2.7 KM (1.7 MI) NE FROM RAVENEL.
 CK2430'3.2 KILOMETERS (2.0 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK2430'RAVENEL POST OFFICE, SET NEAR THE NORTHWEST FENCE CORNER OF A
 CK2430'ONE-STORY CINDER BLOCK HOUSE, 2.8 METERS (9.9 FEET) EAST-SOUTHEAST OF
 CK2430'THE NORTHWEST FENCE CORNER, 5.2 METERS (17.4 FEET) NORTH OF A PINE
 CK2430'TREE, 10.2 METERS (33.8 FEET) SOUTH OF THE CENTERLINE OF THE
 CK2430'NORTHBOUND LANE OF HIGHWAY 17, 15.3 METERS (50.3 FEET) NORTHWEST OF
 CK2430'THE NORTHWEST CORNER OF THE HOUSE, 18.4 METERS (60.8 FEET)
 CK2430'WEST-NORTHWEST OF A 150 INCH LIVE OAK TREE.
 CK2430'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2430
 CK2430                          STATION RECOVERY (2001)
 CK2430
 CK2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2430
 CK2430                          STATION RECOVERY (2001)
 CK2430
 CK2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2396 ***********************************************************************
 CK2396  DESIGNATION -  10 190
 CK2396  PID         -  CK2396
 CK2396  STATE/COUNTY-  SC/CHARLESTON
 CK2396  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2396
 CK2396                         *CURRENT SURVEY CONTROL
 CK2396  ___________________________________________________________________
 CK2396* NAD 83(1986)-  32 46 48.     (N)    080 01 10.     (W)     SCALED    
 CK2396* NAVD 88     -         2.793  (meters)       9.16   (feet)  ADJUSTED  
 CK2396  ___________________________________________________________________
 CK2396  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 CK2396  DYNAMIC HT  -           2.790 (meters)       9.15  (feet)  COMP
 CK2396  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 CK2396
 CK2396  VERT ORDER  -  FIRST     CLASS II
 CK2396
 CK2396.The horizontal coordinates were scaled from a topographic map and have
 CK2396.an estimated accuracy of +/- 6 seconds.
 CK2396
 CK2396.The orthometric height was determined by differential leveling
 CK2396.and adjusted by the National Geodetic Survey in June 1991..
 CK2396
 CK2396.The geoid height was determined by GEOID03.
 CK2396
 CK2396.The dynamic height is computed by dividing the NAVD 88
 CK2396.geopotential number by the normal gravity value computed on the
 CK2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2396.degrees latitude (g = 980.6199 gals.).
 CK2396
 CK2396.The modeled gravity was interpolated from observed gravity values.
 CK2396
 CK2396;                    North         East    Units  Estimated Accuracy
 CK2396;SPC SC       -   105,420.      701,450.      MT  (+/- 180 meters Scaled)
 CK2396
 CK2396                          SUPERSEDED SURVEY CONTROL
 CK2396
 CK2396  NGVD 29 (03/21/89)    3.092  (m)           10.14   (f) ADJUSTED    1 2
 CK2396
 CK2396.Superseded values are not recommended for survey control.
 CK2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2396.See file dsdata.txt to determine how the superseded data were derived.
 CK2396
 CK2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS918273(NAD 83)
 CK2396_MARKER: DB = BENCH MARK DISK
 CK2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2396_SP_SET: CONCRETE POST
 CK2396_STAMPING: VERT 10 190 1983
 CK2396_MARK LOGO: SCGS  
 CK2396_PROJECTION: FLUSH
 CK2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2396+STABILITY: SURFACE MOTION
 CK2396
 CK2396  HISTORY     - Date     Condition        Report By
 CK2396  HISTORY     - 1983     MONUMENTED       SCGS
 CK2396  HISTORY     - 20010310 GOOD             USPSQD
 CK2396  HISTORY     - 20010331 GOOD             NGS
 CK2396  HISTORY     - 20011210 GOOD             NGS
 CK2396
 CK2396                          STATION DESCRIPTION
 CK2396
 CK2396'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2396'2.1 KM (1.3 MI) SW FROM SAINT ANDREWS.
 CK2396'1.3 KILOMETERS (0.8 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK2396'JUNCTION OF STATE HIGHWAY 7, THENCE 0.9 KILOMETER (0.55 MILE) SOUTH
 CK2396'ALONG COUNTY ROAD (S-10-26) WAPPOO ROAD, SET NEAR THE BRICK ENTRANCE
 CK2396'GATE OF A TWO-STORY WOOD AND BRICK HOUSE, 1.9 METERS (6.7 FEET)
 CK2396'NORTHEAST OF THE SOUTH PILLAR, 4.9 METERS (16.0 FEET) NORTH-NORTHWEST
 CK2396'OF THE APPROXIMATE CENTER OF PAVED DRIVE TO HOUSE, 8.5 METERS (28.3
 CK2396'FEET) EAST-NORTHEAST OF THE CENTERLINE OF WAPPOO ROAD, 61.7 METERS
 CK2396'(202.8 FEET) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
 CK2396'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2396
 CK2396                          STATION RECOVERY (2001)
 CK2396
 CK2396'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2396'RECESSED THREE INCHES BELOW GRADE LEVEL.
 CK2396
 CK2396                          STATION RECOVERY (2001)
 CK2396
 CK2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2396
 CK2396                          STATION RECOVERY (2001)
 CK2396
 CK2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2498 ***********************************************************************
 CK2498  DESIGNATION -  10 191
 CK2498  PID         -  CK2498
 CK2498  STATE/COUNTY-  SC/CHARLESTON
 CK2498  USGS QUAD   -  RAVENEL (1971)
 CK2498
 CK2498                         *CURRENT SURVEY CONTROL
 CK2498  ___________________________________________________________________
 CK2498* NAD 83(1986)-  32 46 23.     (N)    080 09 23.     (W)     SCALED    
 CK2498* NAVD 88     -         8.747  (meters)      28.70   (feet)  ADJUSTED  
 CK2498  ___________________________________________________________________
 CK2498  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 CK2498  DYNAMIC HT  -           8.737 (meters)      28.66  (feet)  COMP
 CK2498  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CK2498
 CK2498  VERT ORDER  -  FIRST     CLASS II
 CK2498
 CK2498.The horizontal coordinates were scaled from a topographic map and have
 CK2498.an estimated accuracy of +/- 6 seconds.
 CK2498
 CK2498.The orthometric height was determined by differential leveling
 CK2498.and adjusted by the National Geodetic Survey in June 1991..
 CK2498
 CK2498.The geoid height was determined by GEOID03.
 CK2498
 CK2498.The dynamic height is computed by dividing the NAVD 88
 CK2498.geopotential number by the normal gravity value computed on the
 CK2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2498.degrees latitude (g = 980.6199 gals.).
 CK2498
 CK2498.The modeled gravity was interpolated from observed gravity values.
 CK2498
 CK2498;                    North         East    Units  Estimated Accuracy
 CK2498;SPC SC       -   104,540.      688,630.      MT  (+/- 180 meters Scaled)
 CK2498
 CK2498                          SUPERSEDED SURVEY CONTROL
 CK2498
 CK2498  NGVD 29 (03/21/89)    9.042  (m)           29.67   (f) ADJUSTED    1 2
 CK2498
 CK2498.Superseded values are not recommended for survey control.
 CK2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2498.See file dsdata.txt to determine how the superseded data were derived.
 CK2498
 CK2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS790264(NAD 83)
 CK2498_MARKER: DB = BENCH MARK DISK
 CK2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2498_SP_SET: CONCRETE POST
 CK2498_STAMPING: VERT 10 191 1983
 CK2498_MARK LOGO: SCGS  
 CK2498_PROJECTION: RECESSED 7 CENTIMETERS
 CK2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2498+STABILITY: SURFACE MOTION
 CK2498
 CK2498  HISTORY     - Date     Condition        Report By
 CK2498  HISTORY     - 1983     MONUMENTED       SCGS
 CK2498  HISTORY     - 19950612 GOOD             USPSQD
 CK2498
 CK2498                          STATION DESCRIPTION
 CK2498
 CK2498'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2498'10.0 KM (6.2 MI) EAST FROM HOLLYWOOD.
 CK2498'9.6 KILOMETERS (6.0 MILES) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2498'POST OFFICE IN HOLLYWOOD, SET NEAR THE EAST CORNER OF THE JORDAD
 CK2498'BAPTIST CHURCH, 25.0 METERS (82.5 FEET) NORTH-NORTHEAST OF POWER POLE
 CK2498'NUMBER 50279, 14.2 METERS (46.4 FEET) WEST-NORTHWEST OF THE CENTERLINE
 CK2498'OF HIGHWAY 162, 6.1 METERS (20.0 FEET) NORTHEAST OF THE SOUTH CORNER
 CK2498'OF THE CHURCH, 0.9 METERS (3.0 FEET) SOUTH-SOUTHEAST OF THE EAST
 CK2498'CORNER OF THE CHURCH.
 CK2498'THE MARK IS 0.30 M BELOW HIGHWAY 162.
 CK2498
 CK2498                          STATION RECOVERY (1995)
 CK2498
 CK2498'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2497 ***********************************************************************
 CK2497  DESIGNATION -  10 192
 CK2497  PID         -  CK2497
 CK2497  STATE/COUNTY-  SC/CHARLESTON
 CK2497  USGS QUAD   -  RAVENEL (1971)
 CK2497
 CK2497                         *CURRENT SURVEY CONTROL
 CK2497  ___________________________________________________________________
 CK2497* NAD 83(1986)-  32 45 37.     (N)    080 09 55.     (W)     SCALED    
 CK2497* NAVD 88     -         6.370  (meters)      20.90   (feet)  ADJUSTED  
 CK2497  ___________________________________________________________________
 CK2497  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 CK2497  DYNAMIC HT  -           6.363 (meters)      20.88  (feet)  COMP
 CK2497  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 CK2497
 CK2497  VERT ORDER  -  FIRST     CLASS II
 CK2497
 CK2497.The horizontal coordinates were scaled from a topographic map and have
 CK2497.an estimated accuracy of +/- 6 seconds.
 CK2497
 CK2497.The orthometric height was determined by differential leveling
 CK2497.and adjusted by the National Geodetic Survey in June 1991..
 CK2497
 CK2497.The geoid height was determined by GEOID03.
 CK2497
 CK2497.The dynamic height is computed by dividing the NAVD 88
 CK2497.geopotential number by the normal gravity value computed on the
 CK2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2497.degrees latitude (g = 980.6199 gals.).
 CK2497
 CK2497.The modeled gravity was interpolated from observed gravity values.
 CK2497
 CK2497;                    North         East    Units  Estimated Accuracy
 CK2497;SPC SC       -   103,120.      687,810.      MT  (+/- 180 meters Scaled)
 CK2497
 CK2497                          SUPERSEDED SURVEY CONTROL
 CK2497
 CK2497  NGVD 29 (03/21/89)    6.665  (m)           21.87   (f) ADJUSTED    1 2
 CK2497
 CK2497.Superseded values are not recommended for survey control.
 CK2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2497.See file dsdata.txt to determine how the superseded data were derived.
 CK2497
 CK2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS781250(NAD 83)
 CK2497_MARKER: DB = BENCH MARK DISK
 CK2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2497_SP_SET: CONCRETE POST
 CK2497_STAMPING: VERT 10 192 1983
 CK2497_MARK LOGO: SCGS  
 CK2497_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2497+STABILITY: SURFACE MOTION
 CK2497
 CK2497  HISTORY     - Date     Condition        Report By
 CK2497  HISTORY     - 1983     MONUMENTED       SCGS
 CK2497  HISTORY     - 19950612 GOOD             USPSQD
 CK2497
 CK2497                          STATION DESCRIPTION
 CK2497
 CK2497'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2497'8.3 KM (5.15 MI) EAST FROM HOLLYWOOD.
 CK2497'8.0 KILOMETERS (5.0 MILES) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2497'POST OFFICE IN HOLLYWOOD, SET NEAR A POWER POLE, 37.2 METERS (122.0
 CK2497'FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A PRIVATE SAND
 CK2497'DRIVE, 9.0 METERS (29.7 FEET) WEST-NORTHWEST OF THE CENTERLINE OF
 CK2497'HIGHWAY 162, 2.1 METERS NORTH-NORTHWEST OF POWER POLE NUMBER 5314.
 CK2497'THE MARK IS 0.6 METERS  ESE FROM A WITNESS POST.
 CK2497'THE MARK IS 0.3 M BELOW HIGHWAY 162.
 CK2497
 CK2497                          STATION RECOVERY (1995)
 CK2497
 CK2497'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2494 ***********************************************************************
 CK2494  DESIGNATION -  10 193
 CK2494  PID         -  CK2494
 CK2494  STATE/COUNTY-  SC/CHARLESTON
 CK2494  USGS QUAD   -  RAVENEL (1971)
 CK2494
 CK2494                         *CURRENT SURVEY CONTROL
 CK2494  ___________________________________________________________________
 CK2494* NAD 83(1986)-  32 45 01.     (N)    080 10 23.     (W)     SCALED    
 CK2494* NAVD 88     -         8.199  (meters)      26.90   (feet)  ADJUSTED  
 CK2494  ___________________________________________________________________
 CK2494  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 CK2494  DYNAMIC HT  -           8.190 (meters)      26.87  (feet)  COMP
 CK2494  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 CK2494
 CK2494  VERT ORDER  -  FIRST     CLASS II
 CK2494
 CK2494.The horizontal coordinates were scaled from a topographic map and have
 CK2494.an estimated accuracy of +/- 6 seconds.
 CK2494
 CK2494.The orthometric height was determined by differential leveling
 CK2494.and adjusted by the National Geodetic Survey in June 1991..
 CK2494
 CK2494.The geoid height was determined by GEOID03.
 CK2494
 CK2494.The dynamic height is computed by dividing the NAVD 88
 CK2494.geopotential number by the normal gravity value computed on the
 CK2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2494.degrees latitude (g = 980.6199 gals.).
 CK2494
 CK2494.The modeled gravity was interpolated from observed gravity values.
 CK2494
 CK2494;                    North         East    Units  Estimated Accuracy
 CK2494;SPC SC       -   102,000.      687,090.      MT  (+/- 180 meters Scaled)
 CK2494
 CK2494                          SUPERSEDED SURVEY CONTROL
 CK2494
 CK2494  NGVD 29 (03/21/89)    8.494  (m)           27.87   (f) ADJUSTED    1 2
 CK2494
 CK2494.Superseded values are not recommended for survey control.
 CK2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2494.See file dsdata.txt to determine how the superseded data were derived.
 CK2494
 CK2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS774239(NAD 83)
 CK2494_MARKER: DB = BENCH MARK DISK
 CK2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2494_SP_SET: CONCRETE POST
 CK2494_STAMPING: VERT 10 193 1983
 CK2494_MARK LOGO: SCGS  
 CK2494_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2494+STABILITY: SURFACE MOTION
 CK2494
 CK2494  HISTORY     - Date     Condition        Report By
 CK2494  HISTORY     - 1983     MONUMENTED       SCGS
 CK2494  HISTORY     - 20010331 GOOD             NGS
 CK2494  HISTORY     - 20011210 GOOD             NGS
 CK2494
 CK2494                          STATION DESCRIPTION
 CK2494
 CK2494'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2494'6.9 KM (4.3 MI) EAST FROM HOLLYWOOD.
 CK2494'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2494'POST OFFICE IN HOLLYWOOD, SET NEAR A POWER POLE INSIDE A CURVE IN THE
 CK2494'ROAD, 8.0 METERS (26.3 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF
 CK2494'HIGHWAY 162, 5.0 METERS (16.5 FEET) SOUTH-SOUTHEAST OF A BLAZED
 CK2494'24-INCH PINE TREE, 1.7 METERS (5.6 FEET) EAST-NORTHEAST OF POWER POLE
 CK2494'NUMBER 0288128.
 CK2494'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CK2494'THE MARK IS 0.6 M BELOW HIGHWAY 162.
 CK2494
 CK2494                          STATION RECOVERY (2001)
 CK2494
 CK2494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2494'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2494
 CK2494                          STATION RECOVERY (2001)
 CK2494
 CK2494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2494'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2493 ***********************************************************************
 CK2493  DESIGNATION -  10 194
 CK2493  PID         -  CK2493
 CK2493  STATE/COUNTY-  SC/CHARLESTON
 CK2493  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2493
 CK2493                         *CURRENT SURVEY CONTROL
 CK2493  ___________________________________________________________________
 CK2493* NAD 83(1986)-  32 44 54.     (N)    080 11 17.     (W)     SCALED    
 CK2493* NAVD 88     -         7.218  (meters)      23.68   (feet)  ADJUSTED  
 CK2493  ___________________________________________________________________
 CK2493  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 CK2493  DYNAMIC HT  -           7.210 (meters)      23.65  (feet)  COMP
 CK2493  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 CK2493
 CK2493  VERT ORDER  -  FIRST     CLASS II
 CK2493
 CK2493.The horizontal coordinates were scaled from a topographic map and have
 CK2493.an estimated accuracy of +/- 6 seconds.
 CK2493
 CK2493.The orthometric height was determined by differential leveling
 CK2493.and adjusted by the National Geodetic Survey in June 1991..
 CK2493
 CK2493.The geoid height was determined by GEOID03.
 CK2493
 CK2493.The dynamic height is computed by dividing the NAVD 88
 CK2493.geopotential number by the normal gravity value computed on the
 CK2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2493.degrees latitude (g = 980.6199 gals.).
 CK2493
 CK2493.The modeled gravity was interpolated from observed gravity values.
 CK2493
 CK2493;                    North         East    Units  Estimated Accuracy
 CK2493;SPC SC       -   101,770.      685,690.      MT  (+/- 180 meters Scaled)
 CK2493
 CK2493                          SUPERSEDED SURVEY CONTROL
 CK2493
 CK2493  NGVD 29 (03/21/89)    7.512  (m)           24.65   (f) ADJUSTED    1 2
 CK2493
 CK2493.Superseded values are not recommended for survey control.
 CK2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2493.See file dsdata.txt to determine how the superseded data were derived.
 CK2493
 CK2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS760236(NAD 83)
 CK2493_MARKER: DB = BENCH MARK DISK
 CK2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2493_SP_SET: CONCRETE POST
 CK2493_STAMPING: VERT 10 194 1983
 CK2493_MARK LOGO: SCGS  
 CK2493_PROJECTION: RECESSED 7 CENTIMETERS
 CK2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2493+STABILITY: SURFACE MOTION
 CK2493
 CK2493  HISTORY     - Date     Condition        Report By
 CK2493  HISTORY     - 1983     MONUMENTED       SCGS
 CK2493  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2493  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2493
 CK2493                          STATION DESCRIPTION
 CK2493
 CK2493'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2493'5.2 KM (3.25 MI) NE FROM HOLLYWOOD.
 CK2493'5.2 KILOMETERS (3.25 MILES) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2493'POST OFFICE IN HOLLYWOOD, SET IN THE FRONT YARD OF A SMALL ONE-STORY
 CK2493'WOOD HOUSE, 0.8 METER (2.7 FEET) EAST-NORTHEAST OF
 CK2493'POWER POLE NUMBER 48938, 8.0 METERS (26.5 FEET) NORTH OF THE
 CK2493'CENTERLINE OF HIGHWAY 162, 32.5 METERS (106.8 FEET) SOUTHEAST OF THE
 CK2493'SOUTHEAST CORNER OF THE HOUSE, 27.7 METERS (91.0 FEET) EAST OF THE
 CK2493'APPROXIMATE CENTER OF THE SAND DRIVE LEADING TO THE HOUSE.
 CK2493'THE MARK IS 0.60 M BELOW HIGHWAY 162.
 CK2493
 CK2493                          STATION RECOVERY (2001)
 CK2493
 CK2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2493'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2493
 CK2493                          STATION RECOVERY (2001)
 CK2493
 CK2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2493'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2492 ***********************************************************************
 CK2492  DESIGNATION -  10 195
 CK2492  PID         -  CK2492
 CK2492  STATE/COUNTY-  SC/CHARLESTON
 CK2492  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2492
 CK2492                         *CURRENT SURVEY CONTROL
 CK2492  ___________________________________________________________________
 CK2492* NAD 83(1986)-  32 44 43.     (N)    080 12 09.     (W)     SCALED    
 CK2492* NAVD 88     -         8.349  (meters)      27.39   (feet)  ADJUSTED  
 CK2492  ___________________________________________________________________
 CK2492  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 CK2492  DYNAMIC HT  -           8.340 (meters)      27.36  (feet)  COMP
 CK2492  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 CK2492
 CK2492  VERT ORDER  -  FIRST     CLASS II
 CK2492
 CK2492.The horizontal coordinates were scaled from a topographic map and have
 CK2492.an estimated accuracy of +/- 6 seconds.
 CK2492
 CK2492.The orthometric height was determined by differential leveling
 CK2492.and adjusted by the National Geodetic Survey in June 1991..
 CK2492
 CK2492.The geoid height was determined by GEOID03.
 CK2492
 CK2492.The dynamic height is computed by dividing the NAVD 88
 CK2492.geopotential number by the normal gravity value computed on the
 CK2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2492.degrees latitude (g = 980.6199 gals.).
 CK2492
 CK2492.The modeled gravity was interpolated from observed gravity values.
 CK2492
 CK2492;                    North         East    Units  Estimated Accuracy
 CK2492;SPC SC       -   101,430.      684,340.      MT  (+/- 180 meters Scaled)
 CK2492
 CK2492                          SUPERSEDED SURVEY CONTROL
 CK2492
 CK2492  NGVD 29 (03/21/89)    8.643  (m)           28.36   (f) ADJUSTED    1 2
 CK2492
 CK2492.Superseded values are not recommended for survey control.
 CK2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2492.See file dsdata.txt to determine how the superseded data were derived.
 CK2492
 CK2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS747233(NAD 83)
 CK2492_MARKER: DB = BENCH MARK DISK
 CK2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2492_SP_SET: CONCRETE POST
 CK2492_STAMPING: VERT 10 195 1983
 CK2492_MARK LOGO: SCGS  
 CK2492_PROJECTION: RECESSED 7 CENTIMETERS
 CK2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2492+STABILITY: SURFACE MOTION
 CK2492
 CK2492  HISTORY     - Date     Condition        Report By
 CK2492  HISTORY     - 1983     MONUMENTED       SCGS
 CK2492  HISTORY     - 20010331 GOOD             NGS
 CK2492  HISTORY     - 20011210 GOOD             NGS
 CK2492
 CK2492                          STATION DESCRIPTION
 CK2492
 CK2492'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2492'3.8 KM (2.4 MI) NE FROM HOLLYWOOD.
 CK2492'3.9 KILOMETERS (2.4 MILES) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2492'POST OFFICE IN HOLLYWOOD, SET BETWEEN TWO LARGE CINDER BLOCK
 CK2492'BUILDINGS, 20.4 METERS (67.0 FEET) NORTH-NORTHWEST OF THE CENTERLINE
 CK2492'OF THE HIGHWAY, 9.9 METERS (32.8 FEET) WEST-NORTHWEST OF THE SOUTHWEST
 CK2492'CORNER OF THE EAST BUILDING, 9.6 METERS (31.8 FEET) NORTH-NORTHEAST OF
 CK2492'THE SOUTHEAST CORNER OF THE WEST BUILDING, 13.1 METERS (43.0 FEET)
 CK2492'SOUTH-SOUTHEAST OF A 24-INCH OAK TREE.
 CK2492'THE MARK IS ABOVE LEVEL WITH HIGHWAY 162.
 CK2492
 CK2492                          STATION RECOVERY (2001)
 CK2492
 CK2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2492'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2492
 CK2492                          STATION RECOVERY (2001)
 CK2492
 CK2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2492'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0484 ***********************************************************************
 CJ0484  DESIGNATION -  10 196
 CJ0484  PID         -  CJ0484
 CJ0484  STATE/COUNTY-  SC/CHARLESTON
 CJ0484  USGS QUAD   -  CHARLESTON (1983)
 CJ0484
 CJ0484                         *CURRENT SURVEY CONTROL
 CJ0484  ___________________________________________________________________
 CJ0484* NAD 83(1986)-  32 49 22.     (N)    079 59 28.     (W)     SCALED    
 CJ0484* NAVD 88     -         4.945  (meters)      16.22   (feet)  ADJUSTED  
 CJ0484  ___________________________________________________________________
 CJ0484  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CJ0484  DYNAMIC HT  -           4.940 (meters)      16.21  (feet)  COMP
 CJ0484  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 CJ0484
 CJ0484  VERT ORDER  -  FIRST     CLASS II
 CJ0484
 CJ0484.The horizontal coordinates were scaled from a topographic map and have
 CJ0484.an estimated accuracy of +/- 6 seconds.
 CJ0484
 CJ0484.The orthometric height was determined by differential leveling
 CJ0484.and adjusted by the National Geodetic Survey in June 1991..
 CJ0484
 CJ0484.The geoid height was determined by GEOID03.
 CJ0484
 CJ0484.The dynamic height is computed by dividing the NAVD 88
 CJ0484.geopotential number by the normal gravity value computed on the
 CJ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0484.degrees latitude (g = 980.6199 gals.).
 CJ0484
 CJ0484.The modeled gravity was interpolated from observed gravity values.
 CJ0484
 CJ0484;                    North         East    Units  Estimated Accuracy
 CJ0484;SPC SC       -   110,190.      704,060.      MT  (+/- 180 meters Scaled)
 CJ0484
 CJ0484                          SUPERSEDED SURVEY CONTROL
 CJ0484
 CJ0484  NGVD 29 (03/21/89)    5.243  (m)           17.20   (f) ADJUSTED    1 2
 CJ0484
 CJ0484.Superseded values are not recommended for survey control.
 CJ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0484.See file dsdata.txt to determine how the superseded data were derived.
 CJ0484
 CJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS944320(NAD 83)
 CJ0484_MARKER: DD = SURVEY DISK
 CJ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0484_SP_SET: CONCRETE POST
 CJ0484_STAMPING: VERT 10 196 1983
 CJ0484_MARK LOGO: SCGS  
 CJ0484_PROJECTION: FLUSH
 CJ0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0484+STABILITY: SURFACE MOTION
 CJ0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0484+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0484
 CJ0484  HISTORY     - Date     Condition        Report By
 CJ0484  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0484  HISTORY     - 19920817 GOOD             NGS
 CJ0484
 CJ0484                          STATION DESCRIPTION
 CJ0484
 CJ0484'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0484'3.7 KM (2.3 MI) SOUTH FROM NORTH CHARLESTON.
 CJ0484'THE MARK IS ABOVE LEVEL WITH HIGHWAY 7.
 CJ0484'3.5 KILOMETERS (2.2 MILES) NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 CJ0484'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, SET ON THE EAST SIDE OF
 CJ0484'A 4- BY 9-FOOT BRICK MONUMENT IN THE FRONT YARD OF THE WESTMINSTER
 CJ0484'PRESBYTERIAN CHURCH, 39.6 METERS (130.0 FEET) SOUTH-SOUTHWEST OF THE
 CJ0484'NORTHWEST CORNER OF THE CHURCH, 28.5 METERS (93.5 FEET) EAST-SOUTHEAST
 CJ0484'OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 7,
 CJ0484'16.2 METERS (53.3 FEET) WEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 CJ0484'20.9 METERS (68.8 FEET) EAST-NORTHEAST OF A POWER POLE NUMBER 123966,
 CJ0484'0.5 METER (1.7 FEET) EAST-SOUTHEAST OF THE BRICK MONUMENT.
 CJ0484
 CJ0484                          STATION RECOVERY (1992)
 CJ0484
 CJ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0484'3.5 KM (2.15 MI) NORTHERLY ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 CJ0484'STATE HIGHWAY 61 IN ST. ANDREWS, 28.5 M (93.5 FT) SOUTHEAST OF THE
 CJ0484'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 20.9 M (68.6 FT)
 CJ0484'EAST-NORTHEAST OF UTILITY POLE 123966, 16.2 M (53.1 FT)
 CJ0484'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE WESTMINSTER
 CJ0484'PRESBYTERIAN CHURCH, 1.9 M (6.2 FT) SOUTH OF THE NORTHEAST CORNER OF
 CJ0484'A SIGN (WESTMINSTER PRESBYTERIAN CHURCH) 1.6 M (5.2 FT) NORTHEAST OF
 CJ0484'THE SOUTHEAST CORNER OF THE SIGN, 0.5 M (1.6 FT) EAST-SOUTHEAST OF
 CJ0484'THE SIGN, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 CJ0484'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2491 ***********************************************************************
 CK2491  DESIGNATION -  10 197
 CK2491  PID         -  CK2491
 CK2491  STATE/COUNTY-  SC/CHARLESTON
 CK2491  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2491
 CK2491                         *CURRENT SURVEY CONTROL
 CK2491  ___________________________________________________________________
 CK2491* NAD 83(1986)-  32 44 26.     (N)    080 13 00.     (W)     SCALED    
 CK2491* NAVD 88     -         8.981  (meters)      29.47   (feet)  ADJUSTED  
 CK2491  ___________________________________________________________________
 CK2491  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 CK2491  DYNAMIC HT  -           8.971 (meters)      29.43  (feet)  COMP
 CK2491  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CK2491
 CK2491  VERT ORDER  -  FIRST     CLASS II
 CK2491
 CK2491.The horizontal coordinates were scaled from a topographic map and have
 CK2491.an estimated accuracy of +/- 6 seconds.
 CK2491
 CK2491.The orthometric height was determined by differential leveling
 CK2491.and adjusted by the National Geodetic Survey in June 1991..
 CK2491
 CK2491.The geoid height was determined by GEOID03.
 CK2491
 CK2491.The dynamic height is computed by dividing the NAVD 88
 CK2491.geopotential number by the normal gravity value computed on the
 CK2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2491.degrees latitude (g = 980.6199 gals.).
 CK2491
 CK2491.The modeled gravity was interpolated from observed gravity values.
 CK2491
 CK2491;                    North         East    Units  Estimated Accuracy
 CK2491;SPC SC       -   100,890.      683,010.      MT  (+/- 180 meters Scaled)
 CK2491
 CK2491                          SUPERSEDED SURVEY CONTROL
 CK2491
 CK2491  NGVD 29 (03/21/89)    9.275  (m)           30.43   (f) ADJUSTED    1 2
 CK2491
 CK2491.Superseded values are not recommended for survey control.
 CK2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2491.See file dsdata.txt to determine how the superseded data were derived.
 CK2491
 CK2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS733227(NAD 83)
 CK2491_MARKER: DB = BENCH MARK DISK
 CK2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2491_SP_SET: CONCRETE POST
 CK2491_STAMPING: VERT 10 197 1983
 CK2491_MARK LOGO: SCGS  
 CK2491_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2491+STABILITY: SURFACE MOTION
 CK2491
 CK2491  HISTORY     - Date     Condition        Report By
 CK2491  HISTORY     - 1983     MONUMENTED       SCGS
 CK2491  HISTORY     - 20010331 GOOD             NGS
 CK2491  HISTORY     - 20011210 GOOD             NGS
 CK2491
 CK2491                          STATION DESCRIPTION
 CK2491
 CK2491'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2491'2.4 KM (1.5 MI) NE FROM HOLLYWOOD.
 CK2491'2.4 KILOMETERS (1.5 MILES) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2491'POST OFFICE IN HOLLYWOOD, SET BETWEEN TWO 24-INCH PINE TREES IN THE
 CK2491'SOUTHWEST ANGLE OF THE INTERSECTION OF A SAND DRIVE, 33.2 METERS
 CK2491'(109.0 FEET) EAST-SOUTHEAST OF POWER POLE NUMBER 75, 10.4 METERS (34.0
 CK2491'FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.2 METERS
 CK2491'(27.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND
 CK2491'DRIVE, 1.3 METERS (4.3 FEET) NORTH-NORTHEAST OF THE SOUTH 24-INCH PINE
 CK2491'TREE, 1.0 METER (3.3 FEET) SOUTH-SOUTHWEST OF THE NORTH 24-INCH PINE
 CK2491'TREE.
 CK2491'THE MARK IS 0.60 METERS  ENE FROM A WITNESS POST.
 CK2491'THE MARK IS 0.60 M BELOW HIGHWAY 162.
 CK2491
 CK2491                          STATION RECOVERY (2001)
 CK2491
 CK2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2491'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2491
 CK2491                          STATION RECOVERY (2001)
 CK2491
 CK2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2491'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2490 ***********************************************************************
 CK2490  DESIGNATION -  10 198
 CK2490  PID         -  CK2490
 CK2490  STATE/COUNTY-  SC/CHARLESTON
 CK2490  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2490
 CK2490                         *CURRENT SURVEY CONTROL
 CK2490  ___________________________________________________________________
 CK2490* NAD 83(1986)-  32 44 13.     (N)    080 13 47.     (W)     SCALED    
 CK2490* NAVD 88     -         9.393  (meters)      30.82   (feet)  ADJUSTED  
 CK2490  ___________________________________________________________________
 CK2490  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 CK2490  DYNAMIC HT  -           9.382 (meters)      30.78  (feet)  COMP
 CK2490  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CK2490
 CK2490  VERT ORDER  -  FIRST     CLASS II
 CK2490
 CK2490.The horizontal coordinates were scaled from a topographic map and have
 CK2490.an estimated accuracy of +/- 6 seconds.
 CK2490
 CK2490.The orthometric height was determined by differential leveling
 CK2490.and adjusted by the National Geodetic Survey in June 1991..
 CK2490
 CK2490.The geoid height was determined by GEOID03.
 CK2490
 CK2490.The dynamic height is computed by dividing the NAVD 88
 CK2490.geopotential number by the normal gravity value computed on the
 CK2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2490.degrees latitude (g = 980.6199 gals.).
 CK2490
 CK2490.The modeled gravity was interpolated from observed gravity values.
 CK2490
 CK2490;                    North         East    Units  Estimated Accuracy
 CK2490;SPC SC       -   100,480.      681,790.      MT  (+/- 180 meters Scaled)
 CK2490
 CK2490                          SUPERSEDED SURVEY CONTROL
 CK2490
 CK2490  NGVD 29 (03/21/89)    9.686  (m)           31.78   (f) ADJUSTED    1 2
 CK2490
 CK2490.Superseded values are not recommended for survey control.
 CK2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2490.See file dsdata.txt to determine how the superseded data were derived.
 CK2490
 CK2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS721223(NAD 83)
 CK2490_MARKER: DB = BENCH MARK DISK
 CK2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2490_SP_SET: CONCRETE POST
 CK2490_STAMPING: VERT 10 198 1983
 CK2490_MARK LOGO: SCGS  
 CK2490_PROJECTION: RECESSED 7 CENTIMETERS
 CK2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2490+STABILITY: SURFACE MOTION
 CK2490
 CK2490  HISTORY     - Date     Condition        Report By
 CK2490  HISTORY     - 1983     MONUMENTED       SCGS
 CK2490  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2490  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2490
 CK2490                          STATION DESCRIPTION
 CK2490
 CK2490'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2490'1.3 KM (0.8 MI) NE FROM HOLLYWOOD.
 CK2490'1.3 KILOMETERS (0.8 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2490'POST OFFICE IN HOLLYWOOD, SET NEAR A 48-INCH PINE TREE IN THE FRONT
 CK2490'YARD OF THE FIRST BAPTIST CHURCH-ST. PAULS PARISH, 73.5 METERS (241.2
 CK2490'FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH,
 CK2490'46.2 METERS (151.8 FEET) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A
 CK2490'ONE-STORY BRICK HOUSE, 26.2 METERS (86.0 FEET) EAST-NORTHEAST OF A
 CK2490'POWER POLE WITH A TRANSFORMER, 15.0 METERS (49.6 FEET) NORTH-NORTHWEST
 CK2490'OF THE CENTERLINE OF THE HIGHWAY.
 CK2490'THE MARK IS ABOVE LEVEL WITH HIGHWAY 162.
 CK2490
 CK2490                          STATION RECOVERY (2001)
 CK2490
 CK2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2490'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2490
 CK2490                          STATION RECOVERY (2001)
 CK2490
 CK2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2490'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2489 ***********************************************************************
 CK2489  DESIGNATION -  10 199
 CK2489  PID         -  CK2489
 CK2489  STATE/COUNTY-  SC/CHARLESTON
 CK2489  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2489
 CK2489                         *CURRENT SURVEY CONTROL
 CK2489  ___________________________________________________________________
 CK2489* NAD 83(1986)-  32 44 06.     (N)    080 14 27.     (W)     SCALED    
 CK2489* NAVD 88     -         8.838  (meters)      29.00   (feet)  ADJUSTED  
 CK2489  ___________________________________________________________________
 CK2489  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 CK2489  DYNAMIC HT  -           8.828 (meters)      28.96  (feet)  COMP
 CK2489  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 CK2489
 CK2489  VERT ORDER  -  FIRST     CLASS II
 CK2489
 CK2489.The horizontal coordinates were scaled from a topographic map and have
 CK2489.an estimated accuracy of +/- 6 seconds.
 CK2489
 CK2489.The orthometric height was determined by differential leveling
 CK2489.and adjusted by the National Geodetic Survey in June 1991..
 CK2489
 CK2489.The geoid height was determined by GEOID03.
 CK2489
 CK2489.The dynamic height is computed by dividing the NAVD 88
 CK2489.geopotential number by the normal gravity value computed on the
 CK2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2489.degrees latitude (g = 980.6199 gals.).
 CK2489
 CK2489.The modeled gravity was interpolated from observed gravity values.
 CK2489
 CK2489;                    North         East    Units  Estimated Accuracy
 CK2489;SPC SC       -   100,260.      680,750.      MT  (+/- 180 meters Scaled)
 CK2489
 CK2489                          SUPERSEDED SURVEY CONTROL
 CK2489
 CK2489  NGVD 29 (03/21/89)    9.131  (m)           29.96   (f) ADJUSTED    1 2
 CK2489
 CK2489.Superseded values are not recommended for survey control.
 CK2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2489.See file dsdata.txt to determine how the superseded data were derived.
 CK2489
 CK2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS711221(NAD 83)
 CK2489_MARKER: DB = BENCH MARK DISK
 CK2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2489_SP_SET: CONCRETE POST
 CK2489_STAMPING: VERT 10 199 1983
 CK2489_MARK LOGO: SCGS  
 CK2489_PROJECTION: RECESSED 7 CENTIMETERS
 CK2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2489+STABILITY: SURFACE MOTION
 CK2489
 CK2489  HISTORY     - Date     Condition        Report By
 CK2489  HISTORY     - 1983     MONUMENTED       SCGS
 CK2489  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2489  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2489
 CK2489                          STATION DESCRIPTION
 CK2489
 CK2489'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2489'IN HOLLYWOOD.
 CK2489'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2489'POST OFFICE IN HOLLYWOOD, SET NEAR THE NORTHWEST CORNER OF AN ABC
 CK2489'LIQUOIR STORE, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
 CK2489'HIGHWAY 165, 36.0 METERS (118.0 FEET) NORTH-NORTHEAST OF THE
 CK2489'CENTERLINE OF HIGHWAY 162, 10.4 METERS (34.4 FEET) EAST-SOUTHEAST OF
 CK2489'THE CENTERLINE OF HIGHWAY 165, 12.5 METERS (41.4 FEET) SOUTH-SOUTHWEST
 CK2489'OF POWER POLE NUMBER D-729, 1.7 METERS (5.3 FEET) WEST-SOUTHWEST OF
 CK2489'THE NORTHWEST CORNER OF THE BUILDING.
 CK2489'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 CK2489
 CK2489                          STATION RECOVERY (2001)
 CK2489
 CK2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2489'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2489
 CK2489                          STATION RECOVERY (2001)
 CK2489
 CK2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2489'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2488 ***********************************************************************
 CK2488  DESIGNATION -  10 200
 CK2488  PID         -  CK2488
 CK2488  STATE/COUNTY-  SC/CHARLESTON
 CK2488  USGS QUAD   -  ADAMS RUN (1972)
 CK2488
 CK2488                         *CURRENT SURVEY CONTROL
 CK2488  ___________________________________________________________________
 CK2488* NAD 83(1986)-  32 44 01.     (N)    080 14 59.     (W)     SCALED    
 CK2488* NAVD 88     -         9.456  (meters)      31.02   (feet)  ADJUSTED  
 CK2488  ___________________________________________________________________
 CK2488  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 CK2488  DYNAMIC HT  -           9.446 (meters)      30.99  (feet)  COMP
 CK2488  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 CK2488
 CK2488  VERT ORDER  -  FIRST     CLASS II
 CK2488
 CK2488.The horizontal coordinates were scaled from a topographic map and have
 CK2488.an estimated accuracy of +/- 6 seconds.
 CK2488
 CK2488.The orthometric height was determined by differential leveling
 CK2488.and adjusted by the National Geodetic Survey in June 1991..
 CK2488
 CK2488.The geoid height was determined by GEOID03.
 CK2488
 CK2488.The dynamic height is computed by dividing the NAVD 88
 CK2488.geopotential number by the normal gravity value computed on the
 CK2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2488.degrees latitude (g = 980.6199 gals.).
 CK2488
 CK2488.The modeled gravity was interpolated from observed gravity values.
 CK2488
 CK2488;                    North         East    Units  Estimated Accuracy
 CK2488;SPC SC       -   100,100.      679,920.      MT  (+/- 180 meters Scaled)
 CK2488
 CK2488                          SUPERSEDED SURVEY CONTROL
 CK2488
 CK2488  NGVD 29 (03/21/89)    9.750  (m)           31.99   (f) ADJUSTED    1 2
 CK2488
 CK2488.Superseded values are not recommended for survey control.
 CK2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2488.See file dsdata.txt to determine how the superseded data were derived.
 CK2488
 CK2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS702220(NAD 83)
 CK2488_MARKER: DB = BENCH MARK DISK
 CK2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2488_SP_SET: CONCRETE POST
 CK2488_STAMPING: VERT 10 200 1983
 CK2488_MARK LOGO: SCGS  
 CK2488_PROJECTION: RECESSED 7 CENTIMETERS
 CK2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2488+STABILITY: SURFACE MOTION
 CK2488
 CK2488  HISTORY     - Date     Condition        Report By
 CK2488  HISTORY     - 1983     MONUMENTED       SCGS
 CK2488  HISTORY     - 20010331 GOOD             NGS
 CK2488  HISTORY     - 20011210 GOOD             NGS
 CK2488
 CK2488                          STATION DESCRIPTION
 CK2488
 CK2488'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2488'IN HOLLYWOOD.
 CK2488'0.6 KILOMETER (0.4 MILE) SOUTHWEST ALONG STATE HIGHWAY 162 FROM THE
 CK2488'POST OFFICE IN HOLLYWOOD, SET NEAR THE PORCH IN FRONT OF A LARGE
 CK2488'ONE-STORY BRICK HOUSE, 44.7 METERS (146.5 FEET) NORTH OF THE
 CK2488'CENTERLINE OF THE HIGHWAY, 33.5 METERS (116.5 FEET) WEST OF THE
 CK2488'SOUTHWEST CORNER OF A ONE-STORY WOOD HOUSE, 11.9 METERS (39.0 FEET)
 CK2488'SOUTHWEST OF THE SOUTHEAST CORNER OF THE PORTION OF THE BRICK HOUSE
 CK2488'THAT HAS SIX 6- BY 3-FOOT WINDOWS, 4.4 METERS (14.7 FEET)
 CK2488'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE WITH THE
 CK2488'PORCH.
 CK2488'THE MARK IS 0.30 M BELOW HIGHWAY 162.
 CK2488
 CK2488                          STATION RECOVERY (2001)
 CK2488
 CK2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2488
 CK2488                          STATION RECOVERY (2001)
 CK2488
 CK2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2487 ***********************************************************************
 CK2487  DESIGNATION -  10 201
 CK2487  PID         -  CK2487
 CK2487  STATE/COUNTY-  SC/CHARLESTON
 CK2487  USGS QUAD   -  ADAMS RUN (1972)
 CK2487
 CK2487                         *CURRENT SURVEY CONTROL
 CK2487  ___________________________________________________________________
 CK2487* NAD 83(1986)-  32 43 50.     (N)    080 15 52.     (W)     SCALED    
 CK2487* NAVD 88     -         8.784  (meters)      28.82   (feet)  ADJUSTED  
 CK2487  ___________________________________________________________________
 CK2487  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 CK2487  DYNAMIC HT  -           8.774 (meters)      28.79  (feet)  COMP
 CK2487  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 CK2487
 CK2487  VERT ORDER  -  FIRST     CLASS II
 CK2487
 CK2487.The horizontal coordinates were scaled from a topographic map and have
 CK2487.an estimated accuracy of +/- 6 seconds.
 CK2487
 CK2487.The orthometric height was determined by differential leveling
 CK2487.and adjusted by the National Geodetic Survey in June 1991..
 CK2487
 CK2487.The geoid height was determined by GEOID03.
 CK2487
 CK2487.The dynamic height is computed by dividing the NAVD 88
 CK2487.geopotential number by the normal gravity value computed on the
 CK2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2487.degrees latitude (g = 980.6199 gals.).
 CK2487
 CK2487.The modeled gravity was interpolated from observed gravity values.
 CK2487
 CK2487;                    North         East    Units  Estimated Accuracy
 CK2487;SPC SC       -    99,750.      678,540.      MT  (+/- 180 meters Scaled)
 CK2487
 CK2487                          SUPERSEDED SURVEY CONTROL
 CK2487
 CK2487  NGVD 29 (03/21/89)    9.077  (m)           29.78   (f) ADJUSTED    1 2
 CK2487
 CK2487.Superseded values are not recommended for survey control.
 CK2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2487.See file dsdata.txt to determine how the superseded data were derived.
 CK2487
 CK2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS689216(NAD 83)
 CK2487_MARKER: DB = BENCH MARK DISK
 CK2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2487_SP_SET: CONCRETE POST
 CK2487_STAMPING: VERT 10 201 1983
 CK2487_MARK LOGO: SCGS  
 CK2487_PROJECTION: FLUSH
 CK2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2487+STABILITY: SURFACE MOTION
 CK2487
 CK2487  HISTORY     - Date     Condition        Report By
 CK2487  HISTORY     - 1983     MONUMENTED       SCGS
 CK2487  HISTORY     - 19980915 MARK NOT FOUND   SCGS
 CK2487  HISTORY     - 20010331 POOR             NGS
 CK2487  HISTORY     - 20011210 POOR             NGS
 CK2487
 CK2487                          STATION DESCRIPTION
 CK2487
 CK2487'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2487'2.1 KM (1.35 MI) SW FROM HOLLYWOOD.
 CK2487'2.1 KILOMETERS (1.3 MILES) SOUTHWEST ALONG STATE HIGHWAY 162 FROM THE
 CK2487'POST OFFICE IN HOLLYWOOD, SET NEAR THE NORTHEAST CORNER OF THE
 CK2487'ANNAVESTA BAPTIST CHURCH AT THE INTERSECTION OF COUNTY ROAD S-10-965,
 CK2487'31.2 METERS (102.5 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF COUNTY
 CK2487'ROAD S-10-965, 15.7 METERS (51.5 FEET) SOUTH-SOUTHEAST OF THE
 CK2487'CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.5 FEET) WEST-NORTHWEST OF
 CK2487'THE HEADSTONE WITH THE MARKINGS OF FRANK SIMMONS AUG. 2, 1916 SEPT.
 CK2487'28, 1960, 1.5 METERS (5.0 FEET) EAST-SOUTHEAST OF THE NORTHEAST CORNER
 CK2487'OF THE CHURCH.
 CK2487'THE MARK IS ABOVE LEVEL WITH HIGHWAY 162.
 CK2487
 CK2487                          STATION RECOVERY (1998)
 CK2487
 CK2487'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2487'NOT RECOVERED, MEASUREMENTS LED TO A CONCRETE POST WITH TOP MISSING,
 CK2487'SEARCHED 10 MINUTES, PRESUMED DESTROYED.  RECOVERY BY D.A.  NOVAK.
 CK2487
 CK2487                          STATION RECOVERY (2001)
 CK2487
 CK2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2487'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2487
 CK2487                          STATION RECOVERY (2001)
 CK2487
 CK2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2487'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2486 ***********************************************************************
 CK2486  DESIGNATION -  10 202
 CK2486  PID         -  CK2486
 CK2486  STATE/COUNTY-  SC/CHARLESTON
 CK2486  USGS QUAD   -  ADAMS RUN (1972)
 CK2486
 CK2486                         *CURRENT SURVEY CONTROL
 CK2486  ___________________________________________________________________
 CK2486* NAD 83(1986)-  32 43 41.     (N)    080 17 01.     (W)     SCALED    
 CK2486* NAVD 88     -         9.182  (meters)      30.12   (feet)  ADJUSTED  
 CK2486  ___________________________________________________________________
 CK2486  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 CK2486  DYNAMIC HT  -           9.172 (meters)      30.09  (feet)  COMP
 CK2486  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 CK2486
 CK2486  VERT ORDER  -  FIRST     CLASS II
 CK2486
 CK2486.The horizontal coordinates were scaled from a topographic map and have
 CK2486.an estimated accuracy of +/- 6 seconds.
 CK2486
 CK2486.The orthometric height was determined by differential leveling
 CK2486.and adjusted by the National Geodetic Survey in June 1991..
 CK2486
 CK2486.The geoid height was determined by GEOID03.
 CK2486
 CK2486.The dynamic height is computed by dividing the NAVD 88
 CK2486.geopotential number by the normal gravity value computed on the
 CK2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2486.degrees latitude (g = 980.6199 gals.).
 CK2486
 CK2486.The modeled gravity was interpolated from observed gravity values.
 CK2486
 CK2486;                    North         East    Units  Estimated Accuracy
 CK2486;SPC SC       -    99,460.      676,750.      MT  (+/- 180 meters Scaled)
 CK2486
 CK2486                          SUPERSEDED SURVEY CONTROL
 CK2486
 CK2486  NGVD 29 (03/21/89)    9.474  (m)           31.08   (f) ADJUSTED    1 2
 CK2486
 CK2486.Superseded values are not recommended for survey control.
 CK2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2486.See file dsdata.txt to determine how the superseded data were derived.
 CK2486
 CK2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS671213(NAD 83)
 CK2486_MARKER: DB = BENCH MARK DISK
 CK2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2486_SP_SET: CONCRETE POST
 CK2486_STAMPING: VERT 10 202 1983
 CK2486_MARK LOGO: SCGS  
 CK2486_PROJECTION: FLUSH
 CK2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2486+STABILITY: SURFACE MOTION
 CK2486
 CK2486  HISTORY     - Date     Condition        Report By
 CK2486  HISTORY     - 1983     MONUMENTED       SCGS
 CK2486  HISTORY     - 19980825 MARK NOT FOUND   SCGS
 CK2486  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2486  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2486
 CK2486                          STATION DESCRIPTION
 CK2486
 CK2486'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2486'3.9 KM (2.45 MI) SW FROM HOLLYWOOD.
 CK2486'3.9 KILOMETERS (2.4 MILES) SOUTHWEST ALONG STATE HIGHWAY 162 FROM THE
 CK2486'POST OFFICE IN HOLLYWOOD, SET NEAR THE NORTHEAST CORNER OF THE ST.
 CK2486'LUKE A.M.E. CHURCH AT THE INTERSECTION OF COUNTY ROAD S-10-1774,
 CK2486'37.8 METERS (124.0 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF COUNTY
 CK2486'ROAD S-10-1774, 17.1 METERS (56.0 FEET) SOUTH-SOUTHEAST OF THE
 CK2486'CENTERLINE OF THE HIGHWAY, 4.9 METERS (16.0 FEET) EAST-NORTHEAST OF
 CK2486'THE APPROXIMATE CENTER OF THE MAIN ENTRANCE DOORS TO THE CHURCH,
 CK2486'1.8 METERS (6.0 FEET) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE
 CK2486'CHURCH.
 CK2486'THE MARK IS 0.30 M BELOW HIGHWAY 162.
 CK2486
 CK2486                          STATION RECOVERY (1998)
 CK2486
 CK2486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2486'NOT RECOVERED, MEASUREMENTS LED TO A NEW CONCRETE FOUNDATION/PORCH FOR
 CK2486'A CHURCH, SEARCHED 10 MINUTES WITH NO RESULTS, PRESUMED DESTROYED.
 CK2486'RECOVERY BY D.A.  NOVAK.
 CK2486
 CK2486                          STATION RECOVERY (2001)
 CK2486
 CK2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2486
 CK2486                          STATION RECOVERY (2001)
 CK2486
 CK2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2485 ***********************************************************************
 CK2485  DESIGNATION -  10 203
 CK2485  PID         -  CK2485
 CK2485  STATE/COUNTY-  SC/CHARLESTON
 CK2485  USGS QUAD   -  ADAMS RUN (1972)
 CK2485
 CK2485                         *CURRENT SURVEY CONTROL
 CK2485  ___________________________________________________________________
 CK2485* NAD 83(1986)-  32 43 31.     (N)    080 17 58.     (W)     SCALED    
 CK2485* NAVD 88     -        10.330  (meters)      33.89   (feet)  ADJUSTED  
 CK2485  ___________________________________________________________________
 CK2485  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 CK2485  DYNAMIC HT  -          10.318 (meters)      33.85  (feet)  COMP
 CK2485  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 CK2485
 CK2485  VERT ORDER  -  FIRST     CLASS II
 CK2485
 CK2485.The horizontal coordinates were scaled from a topographic map and have
 CK2485.an estimated accuracy of +/- 6 seconds.
 CK2485
 CK2485.The orthometric height was determined by differential leveling
 CK2485.and adjusted by the National Geodetic Survey in June 1991..
 CK2485
 CK2485.The geoid height was determined by GEOID03.
 CK2485
 CK2485.The dynamic height is computed by dividing the NAVD 88
 CK2485.geopotential number by the normal gravity value computed on the
 CK2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2485.degrees latitude (g = 980.6199 gals.).
 CK2485
 CK2485.The modeled gravity was interpolated from observed gravity values.
 CK2485
 CK2485;                    North         East    Units  Estimated Accuracy
 CK2485;SPC SC       -    99,140.      675,270.      MT  (+/- 180 meters Scaled)
 CK2485
 CK2485                          SUPERSEDED SURVEY CONTROL
 CK2485
 CK2485  NGVD 29 (03/21/89)   10.622  (m)           34.85   (f) ADJUSTED    1 2
 CK2485
 CK2485.Superseded values are not recommended for survey control.
 CK2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2485.See file dsdata.txt to determine how the superseded data were derived.
 CK2485
 CK2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS656210(NAD 83)
 CK2485_MARKER: DB = BENCH MARK DISK
 CK2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2485_SP_SET: CONCRETE POST
 CK2485_STAMPING: VERT 10 203 1983
 CK2485_MARK LOGO: SCGS  
 CK2485_PROJECTION: RECESSED 7 CENTIMETERS
 CK2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2485+STABILITY: SURFACE MOTION
 CK2485
 CK2485  HISTORY     - Date     Condition        Report By
 CK2485  HISTORY     - 1983     MONUMENTED       SCGS
 CK2485  HISTORY     - 20010331 GOOD             NGS
 CK2485  HISTORY     - 20011210 GOOD             NGS
 CK2485
 CK2485                          STATION DESCRIPTION
 CK2485
 CK2485'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2485'5.5 KM (3.4 MI) SW FROM HOLLYWOOD.
 CK2485'5.3 KILOMETERS (3.3 MILES) SOUTHWEST ALONG STATE HIGHWAY 162 FROM THE
 CK2485'POST OFFICE IN HOLLYWOOD, SET NEAR A POWER POLE IN THE FRONT YARD OF A
 CK2485'SMALL ONE-STORY WOOD HOUSE, 29.0 METERS (95.4 FEET) WEST-SOUTHWEST OF
 CK2485'THE NORTHWEST CORNER OF A CHAIN LINK FENCE, 25.6 METERS (84.0 FEET)
 CK2485'NORTHWEST OF THE NORTHEAST CORNER OF THE WOODEN HOUSE, 10.5 METERS
 CK2485'(34.5 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CK2485'1.6 METERS (5.4 FEET) EAST-SOUTHEAST OF POWER POLE NUMBER 93018.
 CK2485'THE MARK IS 0.60 M BELOW HIGHWAY 162.
 CK2485
 CK2485                          STATION RECOVERY (2001)
 CK2485
 CK2485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2485
 CK2485                          STATION RECOVERY (2001)
 CK2485
 CK2485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2484 ***********************************************************************
 CK2484  DESIGNATION -  10 204
 CK2484  PID         -  CK2484
 CK2484  STATE/COUNTY-  SC/CHARLESTON
 CK2484  USGS QUAD   -  ADAMS RUN (1972)
 CK2484
 CK2484                         *CURRENT SURVEY CONTROL
 CK2484  ___________________________________________________________________
 CK2484* NAD 83(1986)-  32 43 16.     (N)    080 18 53.     (W)     SCALED    
 CK2484* NAVD 88     -         9.749  (meters)      31.98   (feet)  ADJUSTED  
 CK2484  ___________________________________________________________________
 CK2484  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 CK2484  DYNAMIC HT  -           9.738 (meters)      31.95  (feet)  COMP
 CK2484  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 CK2484
 CK2484  VERT ORDER  -  FIRST     CLASS II
 CK2484
 CK2484.The horizontal coordinates were scaled from a topographic map and have
 CK2484.an estimated accuracy of +/- 6 seconds.
 CK2484
 CK2484.The orthometric height was determined by differential leveling
 CK2484.and adjusted by the National Geodetic Survey in June 1991..
 CK2484
 CK2484.The geoid height was determined by GEOID03.
 CK2484
 CK2484.The dynamic height is computed by dividing the NAVD 88
 CK2484.geopotential number by the normal gravity value computed on the
 CK2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2484.degrees latitude (g = 980.6199 gals.).
 CK2484
 CK2484.The modeled gravity was interpolated from observed gravity values.
 CK2484
 CK2484;                    North         East    Units  Estimated Accuracy
 CK2484;SPC SC       -    98,670.      673,840.      MT  (+/- 180 meters Scaled)
 CK2484
 CK2484                          SUPERSEDED SURVEY CONTROL
 CK2484
 CK2484  NGVD 29 (03/21/89)   10.041  (m)           32.94   (f) ADJUSTED    1 2
 CK2484
 CK2484.Superseded values are not recommended for survey control.
 CK2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2484.See file dsdata.txt to determine how the superseded data were derived.
 CK2484
 CK2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS642205(NAD 83)
 CK2484_MARKER: DB = BENCH MARK DISK
 CK2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2484_SP_SET: CONCRETE POST
 CK2484_STAMPING: VERT 10 204 1983
 CK2484_MARK LOGO: SCGS  
 CK2484_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2484+STABILITY: SURFACE MOTION
 CK2484
 CK2484  HISTORY     - Date     Condition        Report By
 CK2484  HISTORY     - 1983     MONUMENTED       SCGS
 CK2484  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2484  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2484
 CK2484                          STATION DESCRIPTION
 CK2484
 CK2484'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2484'7.1 KM ((4.4 MI) SW FROM HOLLYWOOD.
 CK2484'6.85 KILOMETERS (4.25 MILES) SOUTHWEST ALONG STATE HIGHWAY 162 FROM
 CK2484'THE POST OFFICE IN HOLLYWOOD, SET NEAR A POWER POLE, 13.3 METERS (43.5
 CK2484'FEET) NORTH-NORTHWEST OF A 24-INCH BLAZED PINE TREE, 10.4 METERS (34.0
 CK2484'FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.7 METERS (5.7 FEET)
 CK2484'SOUTHEAST OF POWER POLE NUMBER 117170.
 CK2484'THE MARK IS 0.90 METERS  W FROM A WITNESS POST.
 CK2484'THE MARK IS 0.30 M BELOW HIGHWAY 162.
 CK2484
 CK2484                          STATION RECOVERY (2001)
 CK2484
 CK2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2484
 CK2484                          STATION RECOVERY (2001)
 CK2484
 CK2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2483 ***********************************************************************
 CK2483  DESIGNATION -  10 205
 CK2483  PID         -  CK2483
 CK2483  STATE/COUNTY-  SC/CHARLESTON
 CK2483  USGS QUAD   -  ADAMS RUN (1972)
 CK2483
 CK2483                         *CURRENT SURVEY CONTROL
 CK2483  ___________________________________________________________________
 CK2483* NAD 83(1986)-  32 43 07.     (N)    080 19 46.     (W)     SCALED    
 CK2483* NAVD 88     -        11.373  (meters)      37.31   (feet)  ADJUSTED  
 CK2483  ___________________________________________________________________
 CK2483  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 CK2483  DYNAMIC HT  -          11.360 (meters)      37.27  (feet)  COMP
 CK2483  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 CK2483
 CK2483  VERT ORDER  -  FIRST     CLASS II
 CK2483
 CK2483.The horizontal coordinates were scaled from a topographic map and have
 CK2483.an estimated accuracy of +/- 6 seconds.
 CK2483
 CK2483.The orthometric height was determined by differential leveling
 CK2483.and adjusted by the National Geodetic Survey in June 1991..
 CK2483
 CK2483.The geoid height was determined by GEOID03.
 CK2483
 CK2483.The dynamic height is computed by dividing the NAVD 88
 CK2483.geopotential number by the normal gravity value computed on the
 CK2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2483.degrees latitude (g = 980.6199 gals.).
 CK2483
 CK2483.The modeled gravity was interpolated from observed gravity values.
 CK2483
 CK2483;                    North         East    Units  Estimated Accuracy
 CK2483;SPC SC       -    98,380.      672,460.      MT  (+/- 180 meters Scaled)
 CK2483
 CK2483                          SUPERSEDED SURVEY CONTROL
 CK2483
 CK2483  NGVD 29 (03/21/89)   11.665  (m)           38.27   (f) ADJUSTED    1 2
 CK2483
 CK2483.Superseded values are not recommended for survey control.
 CK2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2483.See file dsdata.txt to determine how the superseded data were derived.
 CK2483
 CK2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS628202(NAD 83)
 CK2483_MARKER: DB = BENCH MARK DISK
 CK2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2483_SP_SET: CONCRETE POST
 CK2483_STAMPING: VERT 10 205 1983
 CK2483_MARK LOGO: SCGS  
 CK2483_PROJECTION: FLUSH
 CK2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2483+STABILITY: SURFACE MOTION
 CK2483
 CK2483  HISTORY     - Date     Condition        Report By
 CK2483  HISTORY     - 1983     MONUMENTED       SCGS
 CK2483  HISTORY     - 20010331 GOOD             NGS
 CK2483  HISTORY     - 20011210 GOOD             NGS
 CK2483
 CK2483                          STATION DESCRIPTION
 CK2483
 CK2483'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2483'8.5 KM (5.3 MI) SW FROM HOLLYWOOD.
 CK2483'8.4 KILOMETERS (5.2 MILES) SOUTHWEST ALONG STATE HIGHWAY 162 FROM THE
 CK2483'POST OFFICE IN HOLLYWOOD, SET IN THE NORTHWEST ANGLE OF THE
 CK2483'INTERSECTION OF A GRAVEL DRIVE, 47.3 METERS (155.4 FEET)
 CK2483'WEST-NORTHWEST OF POWER POLE NUMBER 93016, 23.3 METERS (76.0 FEET)
 CK2483'EAST-NORTHEAST OF TELEPHONE JUNCTION BOX NUMBER 996, 17.4 METERS (57.0
 CK2483'FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.1 METERS
 CK2483'(20.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVE.
 CK2483'THE MARK IS 0.30 M BELOW HIGHWAY 162.
 CK2483
 CK2483                          STATION RECOVERY (2001)
 CK2483
 CK2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2483'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2483
 CK2483                          STATION RECOVERY (2001)
 CK2483
 CK2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2483'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2482 ***********************************************************************
 CK2482  DESIGNATION -  10 206
 CK2482  PID         -  CK2482
 CK2482  STATE/COUNTY-  SC/CHARLESTON
 CK2482  USGS QUAD   -  ADAMS RUN (1972)
 CK2482
 CK2482                         *CURRENT SURVEY CONTROL
 CK2482  ___________________________________________________________________
 CK2482* NAD 83(1986)-  32 43 12.     (N)    080 20 44.     (W)     SCALED    
 CK2482* NAVD 88     -        12.483  (meters)      40.95   (feet)  ADJUSTED  
 CK2482  ___________________________________________________________________
 CK2482  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CK2482  DYNAMIC HT  -          12.469 (meters)      40.91  (feet)  COMP
 CK2482  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CK2482
 CK2482  VERT ORDER  -  FIRST     CLASS II
 CK2482
 CK2482.The horizontal coordinates were scaled from a topographic map and have
 CK2482.an estimated accuracy of +/- 6 seconds.
 CK2482
 CK2482.The orthometric height was determined by differential leveling
 CK2482.and adjusted by the National Geodetic Survey in June 1991..
 CK2482
 CK2482.The geoid height was determined by GEOID03.
 CK2482
 CK2482.The dynamic height is computed by dividing the NAVD 88
 CK2482.geopotential number by the normal gravity value computed on the
 CK2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2482.degrees latitude (g = 980.6199 gals.).
 CK2482
 CK2482.The modeled gravity was interpolated from observed gravity values.
 CK2482
 CK2482;                    North         East    Units  Estimated Accuracy
 CK2482;SPC SC       -    98,530.      670,950.      MT  (+/- 180 meters Scaled)
 CK2482
 CK2482                          SUPERSEDED SURVEY CONTROL
 CK2482
 CK2482  NGVD 29 (03/21/89)   12.774  (m)           41.91   (f) ADJUSTED    1 2
 CK2482
 CK2482.Superseded values are not recommended for survey control.
 CK2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2482.See file dsdata.txt to determine how the superseded data were derived.
 CK2482
 CK2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS613204(NAD 83)
 CK2482_MARKER: DD = SURVEY DISK
 CK2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2482_SP_SET: CONCRETE POST
 CK2482_STAMPING: VERT 10 206 1983
 CK2482_MARK LOGO: SCGS  
 CK2482_PROJECTION: RECESSED 8 CENTIMETERS
 CK2482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2482+STABILITY: SURFACE MOTION
 CK2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2482+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 CK2482
 CK2482  HISTORY     - Date     Condition        Report By
 CK2482  HISTORY     - 1983     MONUMENTED       SCGS
 CK2482  HISTORY     - 20010331 GOOD             NGS
 CK2482  HISTORY     - 20011210 GOOD             NGS
 CK2482  HISTORY     - 20050808 GOOD             SCGS
 CK2482
 CK2482                          STATION DESCRIPTION
 CK2482
 CK2482'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2482'10.1 KM (6.3 MI) SW FROM HOLLYWOOD.
 CK2482'9.8 KILOMETERS (6.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 162 FROM THE
 CK2482'POST OFFICE IN HOLLYWOOD, SET NEAR A WIRE FENCE IN THE YARD OF A SMALL
 CK2482'ONE-STORY BRICK HOUSE, 17.2 METERS (56.6 FEET) NORTH-NORTHEAST OF THE
 CK2482'CENTERLINE OF THE HIGHWAY, 17.3 METERS (56.8 FEET) SOUTH-SOUTHEAST OF
 CK2482'THE NORTHEAST CORNER OF THE HOUSE, 13.0 METERS (42.8 FEET)
 CK2482'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 9.0 METERS (29.7
 CK2482'FEET) NORTH OF POWER POLE NUMBER 232299, 8.6 METERS (28.4 FEET) WEST
 CK2482'OF THE APPROXIMATE CENTER OF A GRAVEL DRIVE.
 CK2482'THE MARK IS ABOVE LEVEL WITH HIGHWAY 162.
 CK2482
 CK2482                          STATION RECOVERY (2001)
 CK2482
 CK2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2482'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2482
 CK2482                          STATION RECOVERY (2001)
 CK2482
 CK2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2482'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2482
 CK2482                          STATION RECOVERY (2005)
 CK2482
 CK2482'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2482'STATION IS LOCATED IN ADAMS RUN, 24.35 MI (39.19 KM) WEST OF
 CK2482'CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2482'191, COLUMBIA, SC 29202, PHONE 803-737-1350.   TO REACH THE STATION
 CK2482'FROM THE JUNCTION OF STATE HIGHWAYS 174 AND 162 IN ADAMS RUN, GO
 CK2482'SOUTHEAST ON HIGHWAY 162 FOR 0.25 MI (0.4 KM) TO THE STATION ON THE
 CK2482'LEFT NEAR A PINE TREE IN THE NORTH ANGLE OF A SAND ROAD (DENT LANE).
 CK2482'STATION IS A CONCRETE POST RECESSED 0.3 FT (0.1 M) AND LEVEL WITH THE
 CK2482'HIGHWAY, 57.0 FT (17.4 M) NORTH NORTHEAST OF THE CENTER OF THE
 CK2482'HIGHWAY, 31.0 FT (9.4 M) WEST NORTHWEST OF THE CENTER OF THE SAND
 CK2482'ROAD, 30.0 FT (9.1 M) NORTH OF A POWER POLE NUMBER 40/232299, 8.0 FT
 CK2482'(14.6 M) NORTHWEST OF A 3.0-FOOT PINE TREE, 42.9 FT (13.1 M) SOUTHEAST
 CK2482'OF THE SOUTHEAST CORNER OF A BRICK HOUSE NUMBER 8088. RECOVERED BY
 CK2482'R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2452 ***********************************************************************
 CK2452  DESIGNATION -  10 207
 CK2452  PID         -  CK2452
 CK2452  STATE/COUNTY-  SC/CHARLESTON
 CK2452  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2452
 CK2452                         *CURRENT SURVEY CONTROL
 CK2452  ___________________________________________________________________
 CK2452* NAD 83(1986)-  32 43 03.     (N)    080 14 19.     (W)     SCALED    
 CK2452* NAVD 88     -         2.345  (meters)       7.69   (feet)  ADJUSTED  
 CK2452  ___________________________________________________________________
 CK2452  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 CK2452  DYNAMIC HT  -           2.343 (meters)       7.69  (feet)  COMP
 CK2452  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 CK2452
 CK2452  VERT ORDER  -  FIRST     CLASS II
 CK2452
 CK2452.The horizontal coordinates were scaled from a topographic map and have
 CK2452.an estimated accuracy of +/- 6 seconds.
 CK2452
 CK2452.The orthometric height was determined by differential leveling
 CK2452.and adjusted by the National Geodetic Survey in June 1991..
 CK2452
 CK2452.The geoid height was determined by GEOID03.
 CK2452
 CK2452.The dynamic height is computed by dividing the NAVD 88
 CK2452.geopotential number by the normal gravity value computed on the
 CK2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2452.degrees latitude (g = 980.6199 gals.).
 CK2452
 CK2452.The modeled gravity was interpolated from observed gravity values.
 CK2452
 CK2452;                    North         East    Units  Estimated Accuracy
 CK2452;SPC SC       -    98,320.      680,980.      MT  (+/- 180 meters Scaled)
 CK2452
 CK2452                          SUPERSEDED SURVEY CONTROL
 CK2452
 CK2452  NGVD 29 (03/21/89)    2.639  (m)            8.66   (f) ADJUSTED    1 2
 CK2452
 CK2452.Superseded values are not recommended for survey control.
 CK2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2452.See file dsdata.txt to determine how the superseded data were derived.
 CK2452
 CK2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS713202(NAD 83)
 CK2452_MARKER: DB = BENCH MARK DISK
 CK2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2452_SP_SET: CONCRETE POST
 CK2452_STAMPING: VERT 10 207 1983
 CK2452_MARK LOGO: SCGS  
 CK2452_PROJECTION: RECESSED 7 CENTIMETERS
 CK2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2452+STABILITY: SURFACE MOTION
 CK2452
 CK2452  HISTORY     - Date     Condition        Report By
 CK2452  HISTORY     - 1983     MONUMENTED       SCGS
 CK2452  HISTORY     - 20010331 GOOD             NGS
 CK2452  HISTORY     - 20011210 GOOD             NGS
 CK2452
 CK2452                          STATION DESCRIPTION
 CK2452
 CK2452'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2452'IN MEGGETT.
 CK2452'IN MEGGETT, SET NEAR THE SOUTHEAST CORNER OF THE POST OFFICE,
 CK2452'30.2 METERS (99.0 FEET) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A
 CK2452'LARGE TWO-STORY BRICK BUILDING, 25.3 METERS (82.9 FEET) NORTH OF THE
 CK2452'NORTH FACE SIDE OF THE BRICK BUILDING, 27.2 METERS (89.4 FEET) EAST OF
 CK2452'THE CENTERLINE OF THE HIGHWAY, 1.1 METERS (3.5 FEET) SOUTHEAST OF THE
 CK2452'SOUTHEAST CORNER OF THE POST OFFICE.  NOTE--MAY ALSO BE REACHED BY
 CK2452'GOING 0.2 KM (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2452'POST OFFICE IN HOLLYWOOD, THENCE 2.4 KM (1.5 MILES) SOUTHERLY ALONG
 CK2452'STATE HIGHWAY 165.
 CK2452'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 CK2452
 CK2452                          STATION RECOVERY (2001)
 CK2452
 CK2452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2452'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2452
 CK2452                          STATION RECOVERY (2001)
 CK2452
 CK2452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2452'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2453 ***********************************************************************
 CK2453  DESIGNATION -  10 208
 CK2453  PID         -  CK2453
 CK2453  STATE/COUNTY-  SC/CHARLESTON
 CK2453  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2453
 CK2453                         *CURRENT SURVEY CONTROL
 CK2453  ___________________________________________________________________
 CK2453* NAD 83(1986)-  32 42 14.     (N)    080 14 11.     (W)     SCALED    
 CK2453* NAVD 88     -         2.354  (meters)       7.72   (feet)  ADJUSTED  
 CK2453  ___________________________________________________________________
 CK2453  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 CK2453  DYNAMIC HT  -           2.351 (meters)       7.71  (feet)  COMP
 CK2453  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 CK2453
 CK2453  VERT ORDER  -  FIRST     CLASS II
 CK2453
 CK2453.The horizontal coordinates were scaled from a topographic map and have
 CK2453.an estimated accuracy of +/- 6 seconds.
 CK2453
 CK2453.The orthometric height was determined by differential leveling
 CK2453.and adjusted by the National Geodetic Survey in June 1991..
 CK2453
 CK2453.The geoid height was determined by GEOID03.
 CK2453
 CK2453.The dynamic height is computed by dividing the NAVD 88
 CK2453.geopotential number by the normal gravity value computed on the
 CK2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2453.degrees latitude (g = 980.6199 gals.).
 CK2453
 CK2453.The modeled gravity was interpolated from observed gravity values.
 CK2453
 CK2453;                    North         East    Units  Estimated Accuracy
 CK2453;SPC SC       -    96,810.      681,190.      MT  (+/- 180 meters Scaled)
 CK2453
 CK2453                          SUPERSEDED SURVEY CONTROL
 CK2453
 CK2453  NGVD 29 (03/21/89)    2.647  (m)            8.68   (f) ADJUSTED    1 2
 CK2453
 CK2453.Superseded values are not recommended for survey control.
 CK2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2453.See file dsdata.txt to determine how the superseded data were derived.
 CK2453
 CK2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS715187(NAD 83)
 CK2453_MARKER: DB = BENCH MARK DISK
 CK2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2453_SP_SET: CONCRETE POST
 CK2453_STAMPING: VERT 10 208 1983
 CK2453_MARK LOGO: SCGS  
 CK2453_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2453+STABILITY: SURFACE MOTION
 CK2453
 CK2453  HISTORY     - Date     Condition        Report By
 CK2453  HISTORY     - 1983     MONUMENTED       SCGS
 CK2453  HISTORY     - 20010331 GOOD             NGS
 CK2453  HISTORY     - 20011210 GOOD             NGS
 CK2453
 CK2453                          STATION DESCRIPTION
 CK2453
 CK2453'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2453'1.7 KM (1.05 MI) SE FROM MEGGETT.
 CK2453'1.6 KILOMETERS (1.0 MILE) SOUTHERLY ALONG STATE HIGHWAY 165 FROM THE
 CK2453'POST OFFICE IN MEGGETT, SET NEAR A 70-INCH DOUBLE TRUNKED OAK TREE, AT
 CK2453'THE INTERSECTION OF A GRAVEL ROAD, 21.6 METERS (71.0 FEET) WEST OF
 CK2453'POWER POLE NUMBER 146126, 11.3 METERS (37.0 FEET) WEST-SOUTHWEST OF
 CK2453'THE CENTERLINE OF THE HIGHWAY, 3.0 METERS (10.0 FEET) NORTH-NORTHWEST
 CK2453'OF THE APPROXIMATE CENTER OF A PASTURE ACCESS ROAD, 7.6 METERS (25.0
 CK2453'FEET) NORTH-NORTHEAST OF THE OAK TREE.
 CK2453'THE MARK IS 0.7 METERS  SSW FROM A WITNESS POST.
 CK2453'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 CK2453
 CK2453                          STATION RECOVERY (2001)
 CK2453
 CK2453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2453'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2453
 CK2453                          STATION RECOVERY (2001)
 CK2453
 CK2453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2453'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2462 ***********************************************************************
 CK2462  DESIGNATION -  10 209
 CK2462  PID         -  CK2462
 CK2462  STATE/COUNTY-  SC/CHARLESTON
 CK2462  USGS QUAD   -  ADAMS RUN (1972)
 CK2462
 CK2462                         *CURRENT SURVEY CONTROL
 CK2462  ___________________________________________________________________
 CK2462* NAD 83(1986)-  32 43 03.     (N)    080 15 40.     (W)     SCALED    
 CK2462* NAVD 88     -         1.858  (meters)       6.10   (feet)  ADJUSTED  
 CK2462  ___________________________________________________________________
 CK2462  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 CK2462  DYNAMIC HT  -           1.856 (meters)       6.09  (feet)  COMP
 CK2462  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CK2462
 CK2462  VERT ORDER  -  FIRST     CLASS II
 CK2462
 CK2462.The horizontal coordinates were scaled from a topographic map and have
 CK2462.an estimated accuracy of +/- 6 seconds.
 CK2462
 CK2462.The orthometric height was determined by differential leveling
 CK2462.and adjusted by the National Geodetic Survey in June 1991..
 CK2462
 CK2462.The geoid height was determined by GEOID03.
 CK2462
 CK2462.The dynamic height is computed by dividing the NAVD 88
 CK2462.geopotential number by the normal gravity value computed on the
 CK2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2462.degrees latitude (g = 980.6199 gals.).
 CK2462
 CK2462.The modeled gravity was interpolated from observed gravity values.
 CK2462
 CK2462;                    North         East    Units  Estimated Accuracy
 CK2462;SPC SC       -    98,300.      678,870.      MT  (+/- 180 meters Scaled)
 CK2462
 CK2462                          SUPERSEDED SURVEY CONTROL
 CK2462
 CK2462  NGVD 29 (03/21/89)    2.151  (m)            7.06   (f) ADJUSTED    1 2
 CK2462
 CK2462.Superseded values are not recommended for survey control.
 CK2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2462.See file dsdata.txt to determine how the superseded data were derived.
 CK2462
 CK2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS692202(NAD 83)
 CK2462_MARKER: DB = BENCH MARK DISK
 CK2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2462_SP_SET: CONCRETE POST
 CK2462_STAMPING: VERT 10 209 1983
 CK2462_MARK LOGO: SCGS  
 CK2462_PROJECTION: RECESSED 7 CENTIMETERS
 CK2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2462+STABILITY: SURFACE MOTION
 CK2462
 CK2462  HISTORY     - Date     Condition        Report By
 CK2462  HISTORY     - 1983     MONUMENTED       SCGS
 CK2462  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2462  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2462
 CK2462                          STATION DESCRIPTION
 CK2462
 CK2462'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2462'2.7 KM (1.7 MI) SW FROM HOLLYWOOD.
 CK2462'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2462'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2462'ALONG STATE HIGHWAY 165, THENCE 1.7 KILOMETERS (1.05 MILES) SOUTHWEST
 CK2462'ALONG COUNTY ROAD S-10-390, SET NEAR A LIGHT POLE IN THE FRONT YARD OF
 CK2462'A SMALL ONE-STORY WOOD HOUSE, 30.2 METERS (99.3 FEET) EAST-NORTHEAST
 CK2462'OF A POWER POLE NEAR A TELEPHONE JUNCTION BOX, 14.4 METERS (47.8 FEET)
 CK2462'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 20.7 METERS
 CK2462'(68.4 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD,
 CK2462'1.3 METERS (4.4 FEET) WEST-SOUTHWEST OF THE POWER POLE WITH THE STREET
 CK2462'LIGHT.
 CK2462'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2462
 CK2462                          STATION RECOVERY (2001)
 CK2462
 CK2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2462'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2462
 CK2462                          STATION RECOVERY (2001)
 CK2462
 CK2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2462'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2463 ***********************************************************************
 CK2463  DESIGNATION -  10 210
 CK2463  PID         -  CK2463
 CK2463  STATE/COUNTY-  SC/CHARLESTON
 CK2463  USGS QUAD   -  ADAMS RUN (1972)
 CK2463
 CK2463                         *CURRENT SURVEY CONTROL
 CK2463  ___________________________________________________________________
 CK2463* NAD 83(1986)-  32 42 43.     (N)    080 16 43.     (W)     SCALED    
 CK2463* NAVD 88     -         2.495  (meters)       8.19   (feet)  ADJUSTED  
 CK2463  ___________________________________________________________________
 CK2463  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CK2463  DYNAMIC HT  -           2.492 (meters)       8.18  (feet)  COMP
 CK2463  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK2463
 CK2463  VERT ORDER  -  FIRST     CLASS II
 CK2463
 CK2463.The horizontal coordinates were scaled from a topographic map and have
 CK2463.an estimated accuracy of +/- 6 seconds.
 CK2463
 CK2463.The orthometric height was determined by differential leveling
 CK2463.and adjusted by the National Geodetic Survey in June 1991..
 CK2463
 CK2463.The geoid height was determined by GEOID03.
 CK2463
 CK2463.The dynamic height is computed by dividing the NAVD 88
 CK2463.geopotential number by the normal gravity value computed on the
 CK2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2463.degrees latitude (g = 980.6199 gals.).
 CK2463
 CK2463.The modeled gravity was interpolated from observed gravity values.
 CK2463
 CK2463;                    North         East    Units  Estimated Accuracy
 CK2463;SPC SC       -    97,680.      677,230.      MT  (+/- 180 meters Scaled)
 CK2463
 CK2463                          SUPERSEDED SURVEY CONTROL
 CK2463
 CK2463  NGVD 29 (03/21/89)    2.787  (m)            9.14   (f) ADJUSTED    1 2
 CK2463
 CK2463.Superseded values are not recommended for survey control.
 CK2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2463.See file dsdata.txt to determine how the superseded data were derived.
 CK2463
 CK2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS676195(NAD 83)
 CK2463_MARKER: DB = BENCH MARK DISK
 CK2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2463_SP_SET: CONCRETE POST
 CK2463_STAMPING: VERT 10 210 1983
 CK2463_MARK LOGO: SCGS  
 CK2463_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2463+STABILITY: SURFACE MOTION
 CK2463
 CK2463  HISTORY     - Date     Condition        Report By
 CK2463  HISTORY     - 1983     MONUMENTED       SCGS
 CK2463  HISTORY     - 20010331 GOOD             NGS
 CK2463  HISTORY     - 20011210 GOOD             NGS
 CK2463
 CK2463                          STATION DESCRIPTION
 CK2463
 CK2463'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2463'4.5 KM (2.8 MI) SW FROM HOLLYWOOD.
 CK2463'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2463'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2463'ALONG STATE HIGHWAY 165, THENCE 3.45 KILOMETERS (2.15 MILES) SOUTHWEST
 CK2463'ALONG COUNTY ROAD S-10-390, SET IN THE SOUTHEAST ANGLE OF THE
 CK2463'INTERSECTION OF A SAND ROAD, 10.5 METERS (34.7 FEET) SOUTH-SOUTHEAST
 CK2463'OF THE CENTERLINE OF THE COUNTY ROAD, 6.4 METERS (21.0 FEET) EAST OF
 CK2463'THE APPROXIMATE CENTER OF THE SAND ROAD, 4.0 METERS (13.6 FEET)
 CK2463'NORTH-NORTHWEST OF A 48-INCH BLAZED PINE TREE, 0.9 METER (3.0 FEET)
 CK2463'WEST OF A TELEPHONE JUNCTION BOX.
 CK2463'THE MARK IS 0.80 METERS  NNW FROM A WITNESS POST.
 CK2463'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2463
 CK2463                          STATION RECOVERY (2001)
 CK2463
 CK2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2463'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2463
 CK2463                          STATION RECOVERY (2001)
 CK2463
 CK2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2463'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2469 ***********************************************************************
 CK2469  DESIGNATION -  10 211
 CK2469  PID         -  CK2469
 CK2469  STATE/COUNTY-  SC/CHARLESTON
 CK2469  USGS QUAD   -  ADAMS RUN (1972)
 CK2469
 CK2469                         *CURRENT SURVEY CONTROL
 CK2469  ___________________________________________________________________
 CK2469* NAD 83(1986)-  32 42 29.     (N)    080 17 38.     (W)     SCALED    
 CK2469* NAVD 88     -         1.880  (meters)       6.17   (feet)  ADJUSTED  
 CK2469  ___________________________________________________________________
 CK2469  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 CK2469  DYNAMIC HT  -           1.878 (meters)       6.16  (feet)  COMP
 CK2469  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CK2469
 CK2469  VERT ORDER  -  FIRST     CLASS II
 CK2469
 CK2469.The horizontal coordinates were scaled from a topographic map and have
 CK2469.an estimated accuracy of +/- 6 seconds.
 CK2469
 CK2469.The orthometric height was determined by differential leveling
 CK2469.and adjusted by the National Geodetic Survey in June 1991..
 CK2469
 CK2469.The geoid height was determined by GEOID03.
 CK2469
 CK2469.The dynamic height is computed by dividing the NAVD 88
 CK2469.geopotential number by the normal gravity value computed on the
 CK2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2469.degrees latitude (g = 980.6199 gals.).
 CK2469
 CK2469.The modeled gravity was interpolated from observed gravity values.
 CK2469
 CK2469;                    North         East    Units  Estimated Accuracy
 CK2469;SPC SC       -    97,240.      675,800.      MT  (+/- 180 meters Scaled)
 CK2469
 CK2469                          SUPERSEDED SURVEY CONTROL
 CK2469
 CK2469  NGVD 29 (03/21/89)    2.172  (m)            7.13   (f) ADJUSTED    1 2
 CK2469
 CK2469.Superseded values are not recommended for survey control.
 CK2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2469.See file dsdata.txt to determine how the superseded data were derived.
 CK2469
 CK2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS661191(NAD 83)
 CK2469_MARKER: DB = BENCH MARK DISK
 CK2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2469_SP_SET: CONCRETE POST
 CK2469_STAMPING: VERT 10 211 1983
 CK2469_MARK LOGO: SCGS  
 CK2469_PROJECTION: RECESSED 7 CENTIMETERS
 CK2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2469+STABILITY: SURFACE MOTION
 CK2469
 CK2469  HISTORY     - Date     Condition        Report By
 CK2469  HISTORY     - 1983     MONUMENTED       SCGS
 CK2469  HISTORY     - 20010331 GOOD             NGS
 CK2469  HISTORY     - 20011210 GOOD             NGS
 CK2469
 CK2469                          STATION DESCRIPTION
 CK2469
 CK2469'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2469'5.5 KM (3.4 MI) SW FROM HOLLYWOOD.
 CK2469'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2469'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2469'ALONG STATE HIGHWAY 165, THENCE 5.05 KILOMETERS (3.15 MILES) SOUTHWEST
 CK2469'ALONG COUNTY ROAD S-10-390, SET NEAR A POWER POLE IN FRONT OF A
 CK2469'ONE-STORY HOUSE, 22.6 METERS (74.0 FEET) SOUTHWEST OF THE SOUTHEAST
 CK2469'CORNER OF THE HOUSE, 23.2 METERS (76.0 FEET) SOUTH-SOUTHEAST OF THE
 CK2469'SOUTHWEST CORNER OF THE HOUSE, 7.9 METERS (26.0 FEET) NORTH OF THE
 CK2469'CENTERLINE OF THE COUNTY ROAD, 0.8 METER (2.9 FEET) EAST OF THE POWER
 CK2469'POLE NUMBER 236045.
 CK2469'THE MARK IS 0.30 M BELOW COUNTY ROAD.
 CK2469
 CK2469                          STATION RECOVERY (2001)
 CK2469
 CK2469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2469'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2469
 CK2469                          STATION RECOVERY (2001)
 CK2469
 CK2469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2469'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2470 ***********************************************************************
 CK2470  DESIGNATION -  10 212
 CK2470  PID         -  CK2470
 CK2470  STATE/COUNTY-  SC/CHARLESTON
 CK2470  USGS QUAD   -  ADAMS RUN (1972)
 CK2470
 CK2470                         *CURRENT SURVEY CONTROL
 CK2470  ___________________________________________________________________
 CK2470* NAD 83(1986)-  32 42 07.     (N)    080 18 17.     (W)     SCALED    
 CK2470* NAVD 88     -         4.597  (meters)      15.08   (feet)  ADJUSTED  
 CK2470  ___________________________________________________________________
 CK2470  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 CK2470  DYNAMIC HT  -           4.592 (meters)      15.07  (feet)  COMP
 CK2470  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 CK2470
 CK2470  VERT ORDER  -  FIRST     CLASS II
 CK2470
 CK2470.The horizontal coordinates were scaled from a topographic map and have
 CK2470.an estimated accuracy of +/- 6 seconds.
 CK2470
 CK2470.The orthometric height was determined by differential leveling
 CK2470.and adjusted by the National Geodetic Survey in June 1991..
 CK2470
 CK2470.The geoid height was determined by GEOID03.
 CK2470
 CK2470.The dynamic height is computed by dividing the NAVD 88
 CK2470.geopotential number by the normal gravity value computed on the
 CK2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2470.degrees latitude (g = 980.6199 gals.).
 CK2470
 CK2470.The modeled gravity was interpolated from observed gravity values.
 CK2470
 CK2470;                    North         East    Units  Estimated Accuracy
 CK2470;SPC SC       -    96,550.      674,790.      MT  (+/- 180 meters Scaled)
 CK2470
 CK2470                          SUPERSEDED SURVEY CONTROL
 CK2470
 CK2470  NGVD 29 (03/21/89)    4.889  (m)           16.04   (f) ADJUSTED    1 2
 CK2470
 CK2470.Superseded values are not recommended for survey control.
 CK2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2470.See file dsdata.txt to determine how the superseded data were derived.
 CK2470
 CK2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS651184(NAD 83)
 CK2470_MARKER: DB = BENCH MARK DISK
 CK2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2470_SP_SET: CONCRETE POST
 CK2470_STAMPING: VERT 10 212 1983
 CK2470_MARK LOGO: SCGS  
 CK2470_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2470+STABILITY: SURFACE MOTION
 CK2470
 CK2470  HISTORY     - Date     Condition        Report By
 CK2470  HISTORY     - 1983     MONUMENTED       SCGS
 CK2470  HISTORY     - 20010331 GOOD             NGS
 CK2470  HISTORY     - 20011210 GOOD             NGS
 CK2470
 CK2470                          STATION DESCRIPTION
 CK2470
 CK2470'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2470'6.8 KM (4.2 MI) SW FROM HOLLYWOOD.
 CK2470'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2470'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2470'ALONG STATE HIGHWAY 165, THENCE 6.35 KILOMETERS (3.95 MILES) SOUTHWEST
 CK2470'ALONG COUNTY ROAD S-10-390, SET IN THE NORTHEAST ANGLE OF THE
 CK2470'INTERSECTION OF A DIRT DRIVE, 29.0 METERS (95.2 FEET) SOUTH OF THE
 CK2470'SOUTHWEST CORNER OF AN ABANDONED HOUSE, 12.5 METERS (41.0 FEET)
 CK2470'NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 12.0 METERS
 CK2470'(39.6 FEET) EAST-SOUTHEAST OF A BLAZED 24-INCH WATER OAK TREE,
 CK2470'7.8 METERS (25.5 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A
 CK2470'DIRT ROAD.
 CK2470'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 CK2470'THE MARK IS 1.80 M ABOVE COUNTY ROAD.
 CK2470
 CK2470                          STATION RECOVERY (2001)
 CK2470
 CK2470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2470'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2470
 CK2470                          STATION RECOVERY (2001)
 CK2470
 CK2470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2470'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2471 ***********************************************************************
 CK2471  DESIGNATION -  10 213
 CK2471  PID         -  CK2471
 CK2471  STATE/COUNTY-  SC/CHARLESTON
 CK2471  USGS QUAD   -  ADAMS RUN (1972)
 CK2471
 CK2471                         *CURRENT SURVEY CONTROL
 CK2471  ___________________________________________________________________
 CK2471* NAD 83(1986)-  32 41 34.     (N)    080 19 11.     (W)     SCALED    
 CK2471* NAVD 88     -         1.986  (meters)       6.52   (feet)  ADJUSTED  
 CK2471  ___________________________________________________________________
 CK2471  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 CK2471  DYNAMIC HT  -           1.984 (meters)       6.51  (feet)  COMP
 CK2471  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 CK2471
 CK2471  VERT ORDER  -  FIRST     CLASS II
 CK2471
 CK2471.The horizontal coordinates were scaled from a topographic map and have
 CK2471.an estimated accuracy of +/- 6 seconds.
 CK2471
 CK2471.The orthometric height was determined by differential leveling
 CK2471.and adjusted by the National Geodetic Survey in June 1991..
 CK2471
 CK2471.The geoid height was determined by GEOID03.
 CK2471
 CK2471.The dynamic height is computed by dividing the NAVD 88
 CK2471.geopotential number by the normal gravity value computed on the
 CK2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2471.degrees latitude (g = 980.6199 gals.).
 CK2471
 CK2471.The modeled gravity was interpolated from observed gravity values.
 CK2471
 CK2471;                    North         East    Units  Estimated Accuracy
 CK2471;SPC SC       -    95,530.      673,390.      MT  (+/- 180 meters Scaled)
 CK2471
 CK2471                          SUPERSEDED SURVEY CONTROL
 CK2471
 CK2471  NGVD 29 (03/21/89)    2.278  (m)            7.47   (f) ADJUSTED    1 2
 CK2471
 CK2471.Superseded values are not recommended for survey control.
 CK2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2471.See file dsdata.txt to determine how the superseded data were derived.
 CK2471
 CK2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS637174(NAD 83)
 CK2471_MARKER: DB = BENCH MARK DISK
 CK2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2471_SP_SET: CONCRETE POST
 CK2471_STAMPING: VERT 10 213 1983
 CK2471_MARK LOGO: SCGS  
 CK2471_PROJECTION: RECESSED 7 CENTIMETERS
 CK2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2471+STABILITY: SURFACE MOTION
 CK2471
 CK2471  HISTORY     - Date     Condition        Report By
 CK2471  HISTORY     - 1983     MONUMENTED       SCGS
 CK2471  HISTORY     - 20010331 GOOD             NGS
 CK2471  HISTORY     - 20011210 GOOD             NGS
 CK2471
 CK2471                          STATION DESCRIPTION
 CK2471
 CK2471'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2471'8.5 KM (5.3 MI) SW FROM HOLLYWOOD.
 CK2471'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2471'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2471'ALONG STATE HIGHWAY 165, THENCE 8.1 KILOMETERS (5.05 MILES) SOUTHWEST
 CK2471'ALONG COUNTY ROAD S-10-390, SET NEAR THE NORTH CORNER OF A SMALL
 CK2471'ONE-STORY WOOD HOUSE, 34.2 METERS (112.4 FEET) SOUTH-SOUTHEAST OF THE
 CK2471'CENTERLINE OF THE COUNTY ROAD, 19.5 METERS (64.0 FEET) SOUTH OF POWER
 CK2471'POLE NUMBER 237259, 4.0 METERS (13.5 FEET) WEST-NORTHWEST OF THE WEST
 CK2471'EDGE OF THE PORCH, 1.5 METERS (5.0 FEET) EAST-NORTHEAST OF THE NORTH
 CK2471'CORNER OF THE HOUSE.
 CK2471'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2471
 CK2471                          STATION RECOVERY (2001)
 CK2471
 CK2471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2471'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2471
 CK2471                          STATION RECOVERY (2001)
 CK2471
 CK2471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2471'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2472 ***********************************************************************
 CK2472  DESIGNATION -  10 214
 CK2472  PID         -  CK2472
 CK2472  STATE/COUNTY-  SC/CHARLESTON
 CK2472  USGS QUAD   -  ADAMS RUN (1972)
 CK2472
 CK2472                         *CURRENT SURVEY CONTROL
 CK2472  ___________________________________________________________________
 CK2472* NAD 83(1986)-  32 41 37.     (N)    080 19 59.     (W)     SCALED    
 CK2472* NAVD 88     -         2.338  (meters)       7.67   (feet)  ADJUSTED  
 CK2472  ___________________________________________________________________
 CK2472  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 CK2472  DYNAMIC HT  -           2.336 (meters)       7.66  (feet)  COMP
 CK2472  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 CK2472
 CK2472  VERT ORDER  -  FIRST     CLASS II
 CK2472
 CK2472.The horizontal coordinates were scaled from a topographic map and have
 CK2472.an estimated accuracy of +/- 6 seconds.
 CK2472
 CK2472.The orthometric height was determined by differential leveling
 CK2472.and adjusted by the National Geodetic Survey in June 1991..
 CK2472
 CK2472.The geoid height was determined by GEOID03.
 CK2472
 CK2472.The dynamic height is computed by dividing the NAVD 88
 CK2472.geopotential number by the normal gravity value computed on the
 CK2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2472.degrees latitude (g = 980.6199 gals.).
 CK2472
 CK2472.The modeled gravity was interpolated from observed gravity values.
 CK2472
 CK2472;                    North         East    Units  Estimated Accuracy
 CK2472;SPC SC       -    95,610.      672,140.      MT  (+/- 180 meters Scaled)
 CK2472
 CK2472                          SUPERSEDED SURVEY CONTROL
 CK2472
 CK2472  NGVD 29 (03/21/89)    2.630  (m)            8.63   (f) ADJUSTED    1 2
 CK2472
 CK2472.Superseded values are not recommended for survey control.
 CK2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2472.See file dsdata.txt to determine how the superseded data were derived.
 CK2472
 CK2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS625175(NAD 83)
 CK2472_MARKER: DB = BENCH MARK DISK
 CK2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2472_SP_SET: CONCRETE POST
 CK2472_STAMPING: VERT 10 214 1983
 CK2472_MARK LOGO: SCGS  
 CK2472_PROJECTION: RECESSED 7 CENTIMETERS
 CK2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2472+STABILITY: SURFACE MOTION
 CK2472
 CK2472  HISTORY     - Date     Condition        Report By
 CK2472  HISTORY     - 1983     MONUMENTED       SCGS
 CK2472  HISTORY     - 20010331 GOOD             NGS
 CK2472  HISTORY     - 20011210 GOOD             NGS
 CK2472
 CK2472                          STATION DESCRIPTION
 CK2472
 CK2472'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2472'9.5 KM (5.9 MI) SW FROM HOLLYWOOD.
 CK2472'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2472'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2472'ALONG STATE HIGHWAY 165, THENCE 9.4 KILOMETERS (5.85 MILES) SOUTHWEST
 CK2472'ALONG COUNTY ROAD S-10-390, SET NEAR A 90-INCH OAK TREE IN THE FRONT
 CK2472'YARD OF A ONE-STORY WOOD HOUSE, 19.9 METERS (65.5 FEET)
 CK2472'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 4.6 METERS (15.2
 CK2472'FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE WOOD PORTION OF
 CK2472'THE HOUSE, 11.4 METERS (37.5 FEET) SOUTH OF POWER POLE NUMBER 133917,
 CK2472'4.0 METERS (13.0 FEET) WEST-NORTHWEST OF A LONE 90-INCH OAK TREE.
 CK2472'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
 CK2472
 CK2472                          STATION RECOVERY (2001)
 CK2472
 CK2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2472'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2472
 CK2472                          STATION RECOVERY (2001)
 CK2472
 CK2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2472'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2473 ***********************************************************************
 CK2473  DESIGNATION -  10 215
 CK2473  PID         -  CK2473
 CK2473  STATE/COUNTY-  SC/CHARLESTON
 CK2473  USGS QUAD   -  ADAMS RUN (1972)
 CK2473
 CK2473                         *CURRENT SURVEY CONTROL
 CK2473  ___________________________________________________________________
 CK2473* NAD 83(1986)-  32 41 27.     (N)    080 20 35.     (W)     SCALED    
 CK2473* NAVD 88     -         3.476  (meters)      11.40   (feet)  ADJUSTED  
 CK2473  ___________________________________________________________________
 CK2473  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 CK2473  DYNAMIC HT  -           3.472 (meters)      11.39  (feet)  COMP
 CK2473  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 CK2473
 CK2473  VERT ORDER  -  FIRST     CLASS II
 CK2473
 CK2473.The horizontal coordinates were scaled from a topographic map and have
 CK2473.an estimated accuracy of +/- 6 seconds.
 CK2473
 CK2473.The orthometric height was determined by differential leveling
 CK2473.and adjusted by the National Geodetic Survey in June 1991..
 CK2473
 CK2473.The geoid height was determined by GEOID03.
 CK2473
 CK2473.The dynamic height is computed by dividing the NAVD 88
 CK2473.geopotential number by the normal gravity value computed on the
 CK2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2473.degrees latitude (g = 980.6199 gals.).
 CK2473
 CK2473.The modeled gravity was interpolated from observed gravity values.
 CK2473
 CK2473;                    North         East    Units  Estimated Accuracy
 CK2473;SPC SC       -    95,300.      671,200.      MT  (+/- 180 meters Scaled)
 CK2473
 CK2473                          SUPERSEDED SURVEY CONTROL
 CK2473
 CK2473  NGVD 29 (03/21/89)    3.767  (m)           12.36   (f) ADJUSTED    1 2
 CK2473
 CK2473.Superseded values are not recommended for survey control.
 CK2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2473.See file dsdata.txt to determine how the superseded data were derived.
 CK2473
 CK2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS615172(NAD 83)
 CK2473_MARKER: DD = SURVEY DISK
 CK2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2473_SP_SET: CONCRETE POST
 CK2473_STAMPING: VERT 10 215 1983
 CK2473_MARK LOGO: SCGS  
 CK2473_PROJECTION: RECESSED 5 CENTIMETERS
 CK2473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2473+STABILITY: SURFACE MOTION
 CK2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2473+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 CK2473
 CK2473  HISTORY     - Date     Condition        Report By
 CK2473  HISTORY     - 1983     MONUMENTED       SCGS
 CK2473  HISTORY     - 20010331 GOOD             NGS
 CK2473  HISTORY     - 20011210 GOOD             NGS
 CK2473  HISTORY     - 20050808 GOOD             SCGS
 CK2473
 CK2473                          STATION DESCRIPTION
 CK2473
 CK2473'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2473'10.5 KM (6.5 MI) SW FROM HOLLYWOOD.
 CK2473'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2473'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2473'ALONG STATE HIGHWAY 165, THENCE 10.4 KILOMETERS (6.45 MILES) SOUTHWEST
 CK2473'ALONG COUNTY ROAD S-10-390, SET IN THE FRONT YARD OF A ONE-STORY BRICK
 CK2473'HOUSE AND NEAR A WIRE FENCE, 9.5 METERS (31.8 FEET) NORTH-NORTHEAST OF
 CK2473'THE SOUTHEAST FENCE CORNER, 17.7 METERS (58.0 FEET) NORTH OF THE
 CK2473'CENTERLINE OF THE COUNTY ROAD, 15.2 METERS (50.0 FEET) WEST OF THE
 CK2473'APPROXIMATE CENTER OF A GRAVEL DRIVE, 56.4 METERS (185.0 FEET)
 CK2473'SOUTHWEST OF THE SOUTHERN MOST 200-INCH OAK TREE OF A NORTH-SOUTH LINE
 CK2473'OF OAK TREES.
 CK2473'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2473
 CK2473                          STATION RECOVERY (2001)
 CK2473
 CK2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2473'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2473
 CK2473                          STATION RECOVERY (2001)
 CK2473
 CK2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2473'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2473
 CK2473                          STATION RECOVERY (2005)
 CK2473
 CK2473'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2473'STATION IS LOCATED 1.9 MI (3.06 KM) SOUTH OF ADAMS RUN, 24.65 MI
 CK2473'(39.67 KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--D.N. BURBAGE,
 CK2473'8092 TOOGOODOO ROAD, HOLLYWOOD, SC 29449.   TO REACH THE STATION FROM
 CK2473'THE JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55 (WILLTOWN
 CK2473'ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON
 CK2473'HIGHWAY 174 FOR 1.25 MI (2.01 KM) TO THE JUNCTION OF STATE ROAD 390
 CK2473'(TOOGOODOO ROAD), TURN LEFT ON ROAD 390 FOR 0.5 MI (0.8 KM) TO THE
 CK2473'STATION ON THE LEFT IN THE NORTHWEST ANGLE OF THE GRAVEL DRIVEWAY
 CK2473'LEADING TO A BRICK HOUSE NUMBER 8092. STATION IS A CONCRETE POST
 CK2473'RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE ROAD, 58.0 FT (17.7 M)
 CK2473'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.5 FT (2.0 M) EAST OF
 CK2473'THE FENCE LINE, 17.0 FT (5.2 M) SOUTH SOUTHEAST OF A 2.5-FOOT DOUBLE
 CK2473'TRUNK LIVE OAK TREE, 46.5 FT (14.2 M) WEST OF THE CENTER OF THE
 CK2473'DRIVEWAY. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2435 ***********************************************************************
 CK2435  DESIGNATION -  10 216
 CK2435  PID         -  CK2435
 CK2435  STATE/COUNTY-  SC/CHARLESTON
 CK2435  USGS QUAD   -  RAVENEL (1971)
 CK2435
 CK2435                         *CURRENT SURVEY CONTROL
 CK2435  ___________________________________________________________________
 CK2435* NAD 83(1986)-  32 47 13.     (N)    080 14 08.     (W)     SCALED    
 CK2435* NAVD 88     -         8.715  (meters)      28.59   (feet)  ADJUSTED  
 CK2435  ___________________________________________________________________
 CK2435  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 CK2435  DYNAMIC HT  -           8.706 (meters)      28.56  (feet)  COMP
 CK2435  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 CK2435
 CK2435  VERT ORDER  -  FIRST     CLASS II
 CK2435
 CK2435.The horizontal coordinates were scaled from a topographic map and have
 CK2435.an estimated accuracy of +/- 6 seconds.
 CK2435
 CK2435.The orthometric height was determined by differential leveling
 CK2435.and adjusted by the National Geodetic Survey in June 1991..
 CK2435
 CK2435.The geoid height was determined by GEOID03.
 CK2435
 CK2435.The dynamic height is computed by dividing the NAVD 88
 CK2435.geopotential number by the normal gravity value computed on the
 CK2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2435.degrees latitude (g = 980.6199 gals.).
 CK2435
 CK2435.The modeled gravity was interpolated from observed gravity values.
 CK2435
 CK2435;                    North         East    Units  Estimated Accuracy
 CK2435;SPC SC       -   106,020.      681,200.      MT  (+/- 180 meters Scaled)
 CK2435
 CK2435                          SUPERSEDED SURVEY CONTROL
 CK2435
 CK2435  NGVD 29 (03/21/89)    9.010  (m)           29.56   (f) ADJUSTED    1 2
 CK2435
 CK2435.Superseded values are not recommended for survey control.
 CK2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2435.See file dsdata.txt to determine how the superseded data were derived.
 CK2435
 CK2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS715279(NAD 83)
 CK2435_MARKER: DB = BENCH MARK DISK
 CK2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2435_SP_SET: CONCRETE POST
 CK2435_STAMPING: VERT 10 216 1983
 CK2435_MARK LOGO: SCGS  
 CK2435_PROJECTION: RECESSED 7 CENTIMETERS
 CK2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2435+STABILITY: SURFACE MOTION
 CK2435
 CK2435  HISTORY     - Date     Condition        Report By
 CK2435  HISTORY     - 1983     MONUMENTED       SCGS
 CK2435  HISTORY     - 20010331 GOOD             NGS
 CK2435  HISTORY     - 20011210 GOOD             NGS
 CK2435
 CK2435                          STATION DESCRIPTION
 CK2435
 CK2435'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2435'2.4 KM (1.5 MI) NORTH FROM RAVENEL.
 CK2435'0.25 KILOMETER (0.15 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2435'RAVENEL POST OFFICE, THENCE 1.1 KILOMETERS (0.7 MILE) NORTHWEST ALONG
 CK2435'STATE HIGHWAY 165, THENCE 1.9 KILOMETERS (1.2 MILES) EASTERLY ALONG
 CK2435'COUNTY ROAD S-10-1845, SET NEAR A POWER POLE, 25.6 METERS (84.0 FEET)
 CK2435'SOUTH OF THE APPROXIMATE EDGE OF A SMALL WATER HOLE, 11.7 METERS (38.6
 CK2435'FEET) NORTH OF THE APPROXIMATE CENTER OF THE COUNTY ROAD, 8.4 METERS
 CK2435'(27.7 FEET) WEST OF THE APPROXIMATE CENTER OF A SAND DRIVE, 2.1 METERS
 CK2435'(7.0 FEET) EAST OF THE POWER POLE.
 CK2435'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
 CK2435
 CK2435                          STATION RECOVERY (2001)
 CK2435
 CK2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2435
 CK2435                          STATION RECOVERY (2001)
 CK2435
 CK2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2436 ***********************************************************************
 CK2436  DESIGNATION -  10 217
 CK2436  PID         -  CK2436
 CK2436  STATE/COUNTY-  SC/CHARLESTON
 CK2436  USGS QUAD   -  RAVENEL (1971)
 CK2436
 CK2436                         *CURRENT SURVEY CONTROL
 CK2436  ___________________________________________________________________
 CK2436* NAD 83(1986)-  32 47 18.     (N)    080 14 44.     (W)     SCALED    
 CK2436* NAVD 88     -        11.891  (meters)      39.01   (feet)  ADJUSTED  
 CK2436  ___________________________________________________________________
 CK2436  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 CK2436  DYNAMIC HT  -          11.878 (meters)      38.97  (feet)  COMP
 CK2436  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CK2436
 CK2436  VERT ORDER  -  FIRST     CLASS II
 CK2436
 CK2436.The horizontal coordinates were scaled from a topographic map and have
 CK2436.an estimated accuracy of +/- 6 seconds.
 CK2436
 CK2436.The orthometric height was determined by differential leveling
 CK2436.and adjusted by the National Geodetic Survey in June 1991..
 CK2436
 CK2436.The geoid height was determined by GEOID03.
 CK2436
 CK2436.The dynamic height is computed by dividing the NAVD 88
 CK2436.geopotential number by the normal gravity value computed on the
 CK2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2436.degrees latitude (g = 980.6199 gals.).
 CK2436
 CK2436.The modeled gravity was interpolated from observed gravity values.
 CK2436
 CK2436;                    North         East    Units  Estimated Accuracy
 CK2436;SPC SC       -   106,170.      680,270.      MT  (+/- 180 meters Scaled)
 CK2436
 CK2436                          SUPERSEDED SURVEY CONTROL
 CK2436
 CK2436  NGVD 29 (03/21/89)   12.186  (m)           39.98   (f) ADJUSTED    1 2
 CK2436
 CK2436.Superseded values are not recommended for survey control.
 CK2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2436.See file dsdata.txt to determine how the superseded data were derived.
 CK2436
 CK2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS706280(NAD 83)
 CK2436_MARKER: DD = SURVEY DISK
 CK2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2436_SP_SET: CONCRETE POST
 CK2436_STAMPING: VERT 10 217 1983
 CK2436_MARK LOGO: SCGS  
 CK2436_PROJECTION: RECESSED 7 CENTIMETERS
 CK2436_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2436+STABILITY: SURFACE MOTION
 CK2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2436+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1994
 CK2436
 CK2436  HISTORY     - Date     Condition        Report By
 CK2436  HISTORY     - 1983     MONUMENTED       SCGS
 CK2436  HISTORY     - 19940719 GOOD             SCGS
 CK2436  HISTORY     - 20010331 GOOD             NGS
 CK2436  HISTORY     - 20011210 GOOD             NGS
 CK2436
 CK2436                          STATION DESCRIPTION
 CK2436
 CK2436'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2436'2.7 KM (1.7 MI) NORTH FROM RAVENEL.
 CK2436'0.25 KILOMETER (0.15 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2436'RAVENEL POST OFFICE, THENCE 1.1 KILOMETERS (0.7 MILE) NORTHWEST ALONG
 CK2436'STATE HIGHWAY 165, THENCE 1.0 KILOMETER (0.65 MILE) EASTERLY ALONG
 CK2436'COUNTY ROAD S-10-1845, SET NEAR THE SOUTHWEST CORNER OF A CHAIN LINK
 CK2436'FENCE, 42.4 METERS (139.5 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST
 CK2436'CORNER OF A ONE-STORY WOOD HOUSE, 26.2 METERS (86.0 FEET) WEST OF THE
 CK2436'APPROXIMATE CENTER OF A DIRT DRIVE LEADING TO THE HOUSE, 16.2 METERS
 CK2436'(53.0 FEET) NORTH OF THE APPROXIMATE CENTER OF THE COUNTY ROAD, 1.0
 CK2436'METER (3.4 FEET) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHAIN
 CK2436'LINK FENCE.
 CK2436'THE MARK IS 0.90 METERS  ESE FROM A WITNESS POST.
 CK2436'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2436
 CK2436                          STATION RECOVERY (1994)
 CK2436
 CK2436'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2436'STATION IS LOCATED 1.65 MILES (2.66 KM) NORTH NORTHWEST OF RAVENEL.
 CK2436'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2436'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2436'JUNCTION OF U.S.  HIGHWAY 17 (SAVANNAH HIGHWAY) AND STATE HIGHWAY 165
 CK2436'IN RAVENEL, GO NORTHWEST ON HIGHWAY 165 FOR 0.75 MILE (1.21 KM) TO THE
 CK2436'JUNCTION OF STATE ROAD 1845 RIGHT AND A SAND ROAD LEFT (OLD
 CK2436'JACKSONBORO ROAD) , TURN RIGHT ON ROAD 1845 FOR 0.7 MILE (1.1 KM) TO
 CK2436'THE STATION ON THE LEFT NEAR THE SOUTHWEST CHAIN LINK FENCE CORNER IN
 CK2436'FRONT OF A WOODEN MOBILE HOME.  STATION IS A CONCRETE POST RECESSED
 CK2436'0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 52.7 FEET
 CK2436'(16.1 M) NORTH OF THE CENTER OF THE ROAD, 3.3 FEET (1.0 M) EAST
 CK2436'SOUTHEAST OF THE FENCE CORNER, 78.4 FEET (23.9 M) WEST NORTHWEST OF
 CK2436'THE WEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY
 CK2436'TO THE MOBILE HOME, 131.2 FEET (40.0 M) WEST OF A POWER POLE 28-66-C
 CK2436'WITH A GUY WIRE, TRANSFORMER AND A SECURITY LIGHT, 2.6 FEET (0.8 M)
 CK2436'EAST SOUTHEAST OF A WITNESS POST.  RECOVERED BY D.D.  WOODS
 CK2436
 CK2436                          STATION RECOVERY (2001)
 CK2436
 CK2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2436'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2436
 CK2436                          STATION RECOVERY (2001)
 CK2436
 CK2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2436'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2437 ***********************************************************************
 CK2437  DESIGNATION -  10 218
 CK2437  PID         -  CK2437
 CK2437  STATE/COUNTY-  SC/CHARLESTON
 CK2437  USGS QUAD   -  OSBORN (1979)
 CK2437
 CK2437                         *CURRENT SURVEY CONTROL
 CK2437  ___________________________________________________________________
 CK2437* NAD 83(1986)-  32 47 04.     (N)    080 15 25.     (W)     SCALED    
 CK2437* NAVD 88     -        13.607  (meters)      44.64   (feet)  ADJUSTED  
 CK2437  ___________________________________________________________________
 CK2437  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 CK2437  DYNAMIC HT  -          13.592 (meters)      44.59  (feet)  COMP
 CK2437  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 CK2437
 CK2437  VERT ORDER  -  FIRST     CLASS II
 CK2437
 CK2437.The horizontal coordinates were scaled from a topographic map and have
 CK2437.an estimated accuracy of +/- 6 seconds.
 CK2437
 CK2437.The orthometric height was determined by differential leveling
 CK2437.and adjusted by the National Geodetic Survey in June 1991..
 CK2437
 CK2437.The geoid height was determined by GEOID03.
 CK2437
 CK2437.The dynamic height is computed by dividing the NAVD 88
 CK2437.geopotential number by the normal gravity value computed on the
 CK2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2437.degrees latitude (g = 980.6199 gals.).
 CK2437
 CK2437.The modeled gravity was interpolated from observed gravity values.
 CK2437
 CK2437;                    North         East    Units  Estimated Accuracy
 CK2437;SPC SC       -   105,730.      679,200.      MT  (+/- 180 meters Scaled)
 CK2437
 CK2437                          SUPERSEDED SURVEY CONTROL
 CK2437
 CK2437  NGVD 29 (03/21/89)   13.901  (m)           45.61   (f) ADJUSTED    1 2
 CK2437
 CK2437.Superseded values are not recommended for survey control.
 CK2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2437.See file dsdata.txt to determine how the superseded data were derived.
 CK2437
 CK2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS695276(NAD 83)
 CK2437_MARKER: DD = SURVEY DISK
 CK2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2437_SP_SET: CONCRETE POST
 CK2437_STAMPING: VERT 10 218 1983
 CK2437_MARK LOGO: SCGS  
 CK2437_PROJECTION: RECESSED 7 CENTIMETERS
 CK2437_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2437+STABILITY: SURFACE MOTION
 CK2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2437+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1994
 CK2437
 CK2437  HISTORY     - Date     Condition        Report By
 CK2437  HISTORY     - 1983     MONUMENTED       SCGS
 CK2437  HISTORY     - 1984     GOOD             SCGS
 CK2437  HISTORY     - 19940719 GOOD             SCGS
 CK2437  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2437  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2437
 CK2437                          STATION DESCRIPTION
 CK2437
 CK2437'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2437'2.7 KM (1.7 MI) NW FROM RAVENEL.
 CK2437'0.25 KILOMETER (0.15 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2437'RAVENEL POST OFFICE, THENCE 1.2 KILOMETER (0.75 MILE) NORTHWEST ALONG
 CK2437'STATE HIGHWAY 165, SET NEAR A POWER POLE, 86.9 METERS (285.0 FEET)
 CK2437'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-10-1845,
 CK2437'11.9 METERS (39.0 FEET) EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY
 CK2437'165, 8.0 METERS (26.5 FEET) SOUTH-SOUTHWEST OF A 12-INCH BLAZED OAK
 CK2437'TREE, 1.6 METERS (5.6 FEET) NORTH OF POWER POLE NUMBER 28-75-D.
 CK2437'THE MARK IS 0.50 METERS  SSE FROM A WITNESS POST.
 CK2437'THE MARK IS 0.30 M ABOVE HIGHWAY 165.
 CK2437
 CK2437                          STATION RECOVERY (1984)
 CK2437
 CK2437'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2437'RECOVERED IN GOOD CONDITION.
 CK2437
 CK2437                          STATION RECOVERY (1994)
 CK2437
 CK2437'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2437'STATION IS LOCATED 1.7 MILES (2.7 KM) NORTHWEST OF RAVENEL.
 CK2437'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2437'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2437'JUNCTION OF U.S.  HIGHWAY 17 (SAVANNAH HIGHWAY) AND STATE HIGHWAY 165
 CK2437'IN RAVENEL, GO NORTHWEST ON HIGHWAY 165 FOR 0.75 MILE (1.21 KM) TO THE
 CK2437'JUNCTION OF STATE ROAD 1845 RIGHT AND A SAND ROAD LEFT (OLD
 CK2437'JACKSONBORO ROAD) , CONTINUE ON HIGHWAY 165 FOR 0.05 MILE (0.08 KM) TO
 CK2437'THE STATION ON THE RIGHT NEAR A POWER POLE 28-75-D WITH A TRANSFORMER
 CK2437'AND GUY WIRE.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM)
 CK2437'AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 5.8 FEET (1.8 M) NORTH OF THE
 CK2437'POWER POLE, 8.3 FEET (2.5 M) NORTH NORTHEAST OF A TELEPHONE JUNCTION
 CK2437'BOX NUMBER 110, 39.5 FEET (12.0 M) EAST NORTHEAST OF THE CENTER OF THE
 CK2437'HIGHWAY, 1.9 FEET (0.6 M) SOUTH SOUTHEAST OF A WITNESS POST.
 CK2437'RECOVERED BY D.D.  WOODS
 CK2437
 CK2437                          STATION RECOVERY (2001)
 CK2437
 CK2437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2437
 CK2437                          STATION RECOVERY (2001)
 CK2437
 CK2437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2443 ***********************************************************************
 CK2443  DESIGNATION -  10 219
 CK2443  PID         -  CK2443
 CK2443  STATE/COUNTY-  SC/CHARLESTON
 CK2443  USGS QUAD   -  RAVENEL (1971)
 CK2443
 CK2443                         *CURRENT SURVEY CONTROL
 CK2443  ___________________________________________________________________
 CK2443* NAD 83(1986)-  32 46 34.     (N)    080 14 52.     (W)     SCALED    
 CK2443* NAVD 88     -        12.480  (meters)      40.94   (feet)  ADJUSTED  
 CK2443  ___________________________________________________________________
 CK2443  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 CK2443  DYNAMIC HT  -          12.466 (meters)      40.90  (feet)  COMP
 CK2443  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 CK2443
 CK2443  VERT ORDER  -  FIRST     CLASS II
 CK2443
 CK2443.The horizontal coordinates were scaled from a topographic map and have
 CK2443.an estimated accuracy of +/- 6 seconds.
 CK2443
 CK2443.The orthometric height was determined by differential leveling
 CK2443.and adjusted by the National Geodetic Survey in June 1991..
 CK2443
 CK2443.The geoid height was determined by GEOID03.
 CK2443
 CK2443.The dynamic height is computed by dividing the NAVD 88
 CK2443.geopotential number by the normal gravity value computed on the
 CK2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2443.degrees latitude (g = 980.6199 gals.).
 CK2443
 CK2443.The modeled gravity was interpolated from observed gravity values.
 CK2443
 CK2443;                    North         East    Units  Estimated Accuracy
 CK2443;SPC SC       -   104,810.      680,070.      MT  (+/- 180 meters Scaled)
 CK2443
 CK2443                          SUPERSEDED SURVEY CONTROL
 CK2443
 CK2443  NGVD 29 (03/21/89)   12.774  (m)           41.91   (f) ADJUSTED    1 2
 CK2443
 CK2443.Superseded values are not recommended for survey control.
 CK2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2443.See file dsdata.txt to determine how the superseded data were derived.
 CK2443
 CK2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS704267(NAD 83)
 CK2443_MARKER: DB = BENCH MARK DISK
 CK2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2443_SP_SET: CONCRETE POST
 CK2443_STAMPING: VERT 10 219 1983
 CK2443_MARK LOGO: SCGS  
 CK2443_PROJECTION: RECESSED 7 CENTIMETERS
 CK2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2443+STABILITY: SURFACE MOTION
 CK2443
 CK2443  HISTORY     - Date     Condition        Report By
 CK2443  HISTORY     - 1983     MONUMENTED       SCGS
 CK2443  HISTORY     - 1984     GOOD             SCGS
 CK2443  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2443  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2443
 CK2443                          STATION DESCRIPTION
 CK2443
 CK2443'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2443'1.4 KM (0.9 MI) NW FROM RAVENEL.
 CK2443'0.25 KILOMETER (0.15 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2443'RAVENEL POST OFFICE, SET NEAR THE SOUTHEAST CORNER OF A QUICK STOP
 CK2443'FOOD STORE AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE
 CK2443'HIGHWAY 165, 36.6 METERS (120.0 FEET) SOUTH OF THE CENTERLINE OF THE
 CK2443'NORTHBOUND LANE OF U.S. HIGHWAY 17, 19.4 METERS (63.6 FEET)
 CK2443'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE STORE, 26.8 METERS (88.0
 CK2443'FEET) WEST OF THE CENTERLINE OF STATE HIGHWAY 165, 2.1 METERS (7.0
 CK2443'FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE.
 CK2443'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 CK2443
 CK2443                          STATION RECOVERY (1984)
 CK2443
 CK2443'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2443'RECOVERED IN GOOD CONDITION.
 CK2443
 CK2443                          STATION RECOVERY (2001)
 CK2443
 CK2443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2443'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2443
 CK2443                          STATION RECOVERY (2001)
 CK2443
 CK2443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2443'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2449 ***********************************************************************
 CK2449  DESIGNATION -  10 220
 CK2449  PID         -  CK2449
 CK2449  STATE/COUNTY-  SC/CHARLESTON
 CK2449  USGS QUAD   -  RAVENEL (1971)
 CK2449
 CK2449                         *CURRENT SURVEY CONTROL
 CK2449  ___________________________________________________________________
 CK2449* NAD 83(1986)-  32 45 13.     (N)    080 14 26.     (W)     SCALED    
 CK2449* NAVD 88     -         9.501  (meters)      31.17   (feet)  ADJUSTED  
 CK2449  ___________________________________________________________________
 CK2449  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 CK2449  DYNAMIC HT  -           9.490 (meters)      31.14  (feet)  COMP
 CK2449  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 CK2449
 CK2449  VERT ORDER  -  FIRST     CLASS II
 CK2449
 CK2449.The horizontal coordinates were scaled from a topographic map and have
 CK2449.an estimated accuracy of +/- 6 seconds.
 CK2449
 CK2449.The orthometric height was determined by differential leveling
 CK2449.and adjusted by the National Geodetic Survey in June 1991..
 CK2449
 CK2449.The geoid height was determined by GEOID03.
 CK2449
 CK2449.The dynamic height is computed by dividing the NAVD 88
 CK2449.geopotential number by the normal gravity value computed on the
 CK2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2449.degrees latitude (g = 980.6199 gals.).
 CK2449
 CK2449.The modeled gravity was interpolated from observed gravity values.
 CK2449
 CK2449;                    North         East    Units  Estimated Accuracy
 CK2449;SPC SC       -   102,320.      680,760.      MT  (+/- 180 meters Scaled)
 CK2449
 CK2449                          SUPERSEDED SURVEY CONTROL
 CK2449
 CK2449  NGVD 29 (03/21/89)    9.795  (m)           32.14   (f) ADJUSTED    1 2
 CK2449
 CK2449.Superseded values are not recommended for survey control.
 CK2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2449.See file dsdata.txt to determine how the superseded data were derived.
 CK2449
 CK2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS711242(NAD 83)
 CK2449_MARKER: DB = BENCH MARK DISK
 CK2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2449_SP_SET: CONCRETE POST
 CK2449_STAMPING: VERT 10 220 1983
 CK2449_MARK LOGO: SCGS  
 CK2449_PROJECTION: RECESSED 7 CENTIMETERS
 CK2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2449+STABILITY: SURFACE MOTION
 CK2449
 CK2449  HISTORY     - Date     Condition        Report By
 CK2449  HISTORY     - 1983     MONUMENTED       SCGS
 CK2449  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2449  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2449
 CK2449                          STATION DESCRIPTION
 CK2449
 CK2449'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2449'1.4 KM (0.9 MI) SOUTH FROM RAVENEL.
 CK2449'0.2 KILOMETER (0.1 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2449'RAVENEL POST OFFICE, THENCE 3.0 KILOMETERS (1.9 MILES) SOUTHERLY ALONG
 CK2449'STATE HIGHWAY 165, SET NEAR A POWER POLE IN FRONT OF A ONE-STORY
 CK2449'HOUSE, 30.6 METERS (100.5 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST
 CK2449'CORNER OF A BRICK CHIMNEY, 25.6 METERS (84.2 FEET) SOUTHWEST OF THE
 CK2449'SOUTH CORNER OF THE HOUSE, 9.6 METERS (31.6 FEET) EAST-NORTHEAST OF
 CK2449'THE CENTERLINE OF HIGHWAY 165, 2.6 METERS (8.7 FEET) EAST OF POWER
 CK2449'POLE NUMBER A2192.
 CK2449'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 CK2449
 CK2449                          STATION RECOVERY (2001)
 CK2449
 CK2449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2449'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2449
 CK2449                          STATION RECOVERY (2001)
 CK2449
 CK2449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2449'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2450 ***********************************************************************
 CK2450  DESIGNATION -  10 221
 CK2450  PID         -  CK2450
 CK2450  STATE/COUNTY-  SC/CHARLESTON
 CK2450  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2450
 CK2450                         *CURRENT SURVEY CONTROL
 CK2450  ___________________________________________________________________
 CK2450* NAD 83(1986)-  32 44 21.     (N)    080 14 21.     (W)     SCALED    
 CK2450* NAVD 88     -         9.525  (meters)      31.25   (feet)  ADJUSTED  
 CK2450  ___________________________________________________________________
 CK2450  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 CK2450  DYNAMIC HT  -           9.514 (meters)      31.21  (feet)  COMP
 CK2450  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CK2450
 CK2450  VERT ORDER  -  FIRST     CLASS II
 CK2450
 CK2450.The horizontal coordinates were scaled from a topographic map and have
 CK2450.an estimated accuracy of +/- 6 seconds.
 CK2450
 CK2450.The orthometric height was determined by differential leveling
 CK2450.and adjusted by the National Geodetic Survey in June 1991..
 CK2450
 CK2450.The geoid height was determined by GEOID03.
 CK2450
 CK2450.The dynamic height is computed by dividing the NAVD 88
 CK2450.geopotential number by the normal gravity value computed on the
 CK2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2450.degrees latitude (g = 980.6199 gals.).
 CK2450
 CK2450.The modeled gravity was interpolated from observed gravity values.
 CK2450
 CK2450;                    North         East    Units  Estimated Accuracy
 CK2450;SPC SC       -   100,720.      680,910.      MT  (+/- 180 meters Scaled)
 CK2450
 CK2450                          SUPERSEDED SURVEY CONTROL
 CK2450
 CK2450  NGVD 29 (03/21/89)    9.819  (m)           32.21   (f) ADJUSTED    1 2
 CK2450
 CK2450.Superseded values are not recommended for survey control.
 CK2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2450.See file dsdata.txt to determine how the superseded data were derived.
 CK2450
 CK2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS712226(NAD 83)
 CK2450_MARKER: DB = BENCH MARK DISK
 CK2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2450_SP_SET: CONCRETE POST
 CK2450_STAMPING: VERT 10 221 1983
 CK2450_MARK LOGO: SCGS  
 CK2450_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2450+STABILITY: SURFACE MOTION
 CK2450
 CK2450  HISTORY     - Date     Condition        Report By
 CK2450  HISTORY     - 1983     MONUMENTED       SCGS
 CK2450  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2450  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2450
 CK2450                          STATION DESCRIPTION
 CK2450
 CK2450'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2450'0.6 KM (0.4 MI) NORTH FROM HOLLYWOOD.
 CK2450'0.2 KILOMETER (0.1 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2450'RAVENEL POST OFFICE, THENCE 4.7 KILOMETERS (2.9 MILES) SOUTHERLY ALONG
 CK2450'STATE HIGHWAY 165, SET NEAR A 24-INCH WATER OAK TREE, 11.0 METERS
 CK2450'(36.0 FEET) NORTH OF THE APPROXIMATE CENTER OF A 20-FOOT DITCH THAT
 CK2450'HOLDS WATER, 16.2 METERS (53.0 FEET) EAST OF THE CENTERLINE OF HIGHWAY
 CK2450'165, 1.8 METERS (6.0 FEET) SOUTHWEST OF THE 24-INCH WATER OAK TREE
 CK2450'WHICH IS BLAZED.
 CK2450'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 CK2450'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 CK2450
 CK2450                          STATION RECOVERY (2001)
 CK2450
 CK2450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2450'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2450
 CK2450                          STATION RECOVERY (2001)
 CK2450
 CK2450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2450'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2423 ***********************************************************************
 CK2423  DESIGNATION -  10 222
 CK2423  PID         -  CK2423
 CK2423  STATE/COUNTY-  SC/CHARLESTON
 CK2423  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2423
 CK2423                         *CURRENT SURVEY CONTROL
 CK2423  ___________________________________________________________________
 CK2423* NAD 83(1986)-  32 51 02.     (N)    080 04 02.     (W)     SCALED    
 CK2423* NAVD 88     -         5.297  (meters)      17.38   (feet)  ADJUSTED  
 CK2423  ___________________________________________________________________
 CK2423  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 CK2423  DYNAMIC HT  -           5.291 (meters)      17.36  (feet)  COMP
 CK2423  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 CK2423
 CK2423  VERT ORDER  -  FIRST     CLASS II
 CK2423
 CK2423.The horizontal coordinates were scaled from a topographic map and have
 CK2423.an estimated accuracy of +/- 6 seconds.
 CK2423
 CK2423.The orthometric height was determined by differential leveling
 CK2423.and adjusted by the National Geodetic Survey in June 1991..
 CK2423
 CK2423.The geoid height was determined by GEOID03.
 CK2423
 CK2423.The dynamic height is computed by dividing the NAVD 88
 CK2423.geopotential number by the normal gravity value computed on the
 CK2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2423.degrees latitude (g = 980.6199 gals.).
 CK2423
 CK2423.The modeled gravity was interpolated from observed gravity values.
 CK2423
 CK2423;                    North         East    Units  Estimated Accuracy
 CK2423;SPC SC       -   113,210.      696,910.      MT  (+/- 180 meters Scaled)
 CK2423
 CK2423                          SUPERSEDED SURVEY CONTROL
 CK2423
 CK2423  NGVD 29 (03/21/89)    5.593  (m)           18.35   (f) ADJUSTED    1 2
 CK2423
 CK2423.Superseded values are not recommended for survey control.
 CK2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2423.See file dsdata.txt to determine how the superseded data were derived.
 CK2423
 CK2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS872351(NAD 83)
 CK2423_MARKER: DB = BENCH MARK DISK
 CK2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2423_SP_SET: CONCRETE POST
 CK2423_STAMPING: VERT 10 222 1983
 CK2423_MARK LOGO: SCGS  
 CK2423_PROJECTION: RECESSED 7 CENTIMETERS
 CK2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2423+STABILITY: SURFACE MOTION
 CK2423
 CK2423  HISTORY     - Date     Condition        Report By
 CK2423  HISTORY     - 1983     MONUMENTED       SCGS
 CK2423  HISTORY     - 1984     GOOD             SCGS
 CK2423
 CK2423                          STATION DESCRIPTION
 CK2423
 CK2423'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2423'10.5 KM (6.5 MI) NORTH FROM SAINT ANDREWS.
 CK2423'7.2 KILOMETERS (4.5 MILES) NORTH ALONG STATE HIGHWAY 61 FROM THE
 CK2423'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET BEHIND A 10-FOOT
 CK2423'HIGH BRICK WALL NEAR A MAGNOLIA TREE AT THE LIVE OAK MEMORIAL GARDENS,
 CK2423'33.0 METERS (108.5 FEET) SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 14.0
 CK2423'METERS (46.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 CK2423'ROAD, 23.8 METERS (78.3 FEET) NORTH-NORTHEAST OF THE HEADSTONE OF
 CK2423'DEBORAH CAROL STOKES, 8.8 METERS (29.0 FEET) NORTH-NORTHEAST OF A LONE
 CK2423'24-INCH OAK TREE, 0.6 METER (2.0 FEET) SOUTH OF THE BRICK WALL AT THE
 CK2423'SECTION OF THE WALL THAT IS 10-FOOT HIGH AND THE PART THAT IS 5-FOOT
 CK2423'HIGH.
 CK2423'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
 CK2423
 CK2423                          STATION RECOVERY (1984)
 CK2423
 CK2423'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2814 ***********************************************************************
 CK2814  DESIGNATION -  10 223
 CK2814  PID         -  CK2814
 CK2814  STATE/COUNTY-  SC/CHARLESTON
 CK2814  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2814
 CK2814                         *CURRENT SURVEY CONTROL
 CK2814  ___________________________________________________________________
 CK2814* NAD 83(1986)-  32 51 47.     (N)    080 04 49.     (W)     SCALED    
 CK2814* NAVD 88     -         8.872  (meters)      29.11   (feet)  ADJUSTED  
 CK2814  ___________________________________________________________________
 CK2814  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 CK2814  DYNAMIC HT  -           8.862 (meters)      29.07  (feet)  COMP
 CK2814  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 CK2814
 CK2814  VERT ORDER  -  FIRST     CLASS II
 CK2814
 CK2814.The horizontal coordinates were scaled from a topographic map and have
 CK2814.an estimated accuracy of +/- 6 seconds.
 CK2814
 CK2814.The orthometric height was determined by differential leveling
 CK2814.and adjusted by the National Geodetic Survey in June 1991..
 CK2814
 CK2814.The geoid height was determined by GEOID03.
 CK2814
 CK2814.The dynamic height is computed by dividing the NAVD 88
 CK2814.geopotential number by the normal gravity value computed on the
 CK2814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2814.degrees latitude (g = 980.6199 gals.).
 CK2814
 CK2814.The modeled gravity was interpolated from observed gravity values.
 CK2814
 CK2814;                    North         East    Units  Estimated Accuracy
 CK2814;SPC SC       -   114,580.      695,670.      MT  (+/- 180 meters Scaled)
 CK2814
 CK2814                          SUPERSEDED SURVEY CONTROL
 CK2814
 CK2814  NGVD 29 (03/21/89)    9.168  (m)           30.08   (f) ADJUSTED    1 2
 CK2814
 CK2814.Superseded values are not recommended for survey control.
 CK2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2814.See file dsdata.txt to determine how the superseded data were derived.
 CK2814
 CK2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS860364(NAD 83)
 CK2814_MARKER: DB = BENCH MARK DISK
 CK2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2814_SP_SET: CONCRETE POST
 CK2814_STAMPING: VERT 10 223 1983
 CK2814_MARK LOGO: SCGS  
 CK2814_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2814
 CK2814  HISTORY     - Date     Condition        Report By
 CK2814  HISTORY     - 1983     MONUMENTED       SCGS
 CK2814
 CK2814                          STATION DESCRIPTION
 CK2814
 CK2814'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2814'12.3 KM (7.65 MI) NORTH FROM SAINT ANDREWS.
 CK2814'9.1 KILOMETERS (5.65 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2814'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET IN WOODED AREA ON
 CK2814'THE NORTH SIDE OF A WALKING PATH, 15.9 METERS (52.3 FEET)
 CK2814'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.0 METERS (29.6
 CK2814'FEET) WEST-SOUTHWEST OF A 48-INCH OAK TREE, 3.5 METERS (11.6 FEET)
 CK2814'NORTHWEST OF THE APPROXIMATE CENTER OF THE WALKING PATH.
 CK2814'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 CK2814'THE MARK IS 0.30 M ABOVE HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2817 ***********************************************************************
 CK2817  DESIGNATION -  10 224
 CK2817  PID         -  CK2817
 CK2817  STATE/COUNTY-  SC/CHARLESTON
 CK2817  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2817
 CK2817                         *CURRENT SURVEY CONTROL
 CK2817  ___________________________________________________________________
 CK2817* NAD 83(1986)-  32 52 18.     (N)    080 05 24.     (W)     SCALED    
 CK2817* NAVD 88     -         5.512  (meters)      18.08   (feet)  ADJUSTED  
 CK2817  ___________________________________________________________________
 CK2817  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 CK2817  DYNAMIC HT  -           5.506 (meters)      18.06  (feet)  COMP
 CK2817  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 CK2817
 CK2817  VERT ORDER  -  FIRST     CLASS II
 CK2817
 CK2817.The horizontal coordinates were scaled from a topographic map and have
 CK2817.an estimated accuracy of +/- 6 seconds.
 CK2817
 CK2817.The orthometric height was determined by differential leveling
 CK2817.and adjusted by the National Geodetic Survey in June 1991..
 CK2817
 CK2817.The geoid height was determined by GEOID03.
 CK2817
 CK2817.The dynamic height is computed by dividing the NAVD 88
 CK2817.geopotential number by the normal gravity value computed on the
 CK2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2817.degrees latitude (g = 980.6199 gals.).
 CK2817
 CK2817.The modeled gravity was interpolated from observed gravity values.
 CK2817
 CK2817;                    North         East    Units  Estimated Accuracy
 CK2817;SPC SC       -   115,530.      694,760.      MT  (+/- 180 meters Scaled)
 CK2817
 CK2817                          SUPERSEDED SURVEY CONTROL
 CK2817
 CK2817  NGVD 29 (03/21/89)    5.808  (m)           19.06   (f) ADJUSTED    1 2
 CK2817
 CK2817.Superseded values are not recommended for survey control.
 CK2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2817.See file dsdata.txt to determine how the superseded data were derived.
 CK2817
 CK2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS851374(NAD 83)
 CK2817_MARKER: DB = BENCH MARK DISK
 CK2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2817_SP_SET: CONCRETE POST
 CK2817_STAMPING: VERT 10 224 1983
 CK2817_MARK LOGO: SCGS  
 CK2817_PROJECTION: FLUSH
 CK2817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2817
 CK2817  HISTORY     - Date     Condition        Report By
 CK2817  HISTORY     - 1983     MONUMENTED       SCGS
 CK2817
 CK2817                          STATION DESCRIPTION
 CK2817
 CK2817'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2817'13.6 KM (8.45 MI) NORTH FROM SAINT ANDREWS.
 CK2817'10.4 KILOMETERS (6.45 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2817'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET BEHIND A FOUR-FOOT
 CK2817'HIGH BRICK WALL AT THE ENTRANCE TO MAGNOLIA PLANTATION, 18.7 METERS
 CK2817'(61.8 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.4 METERS
 CK2817'(67.2 FEET) SOUTH-SOUTHWEST OF A POWER POLE NUMBER 25166, 7.2 METERS
 CK2817'(23.6 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD,
 CK2817'0.6 METER (2.0 FEET) NORTHEAST OF THE BRICK WALL, 6.3 METERS (20.7
 CK2817'FEET) NORTH-NORTHWEST OF A 200-INCH OAK TREE.
 CK2817'THE MARK IS 0.30 M BELOW HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3101 ***********************************************************************
 CK3101  DESIGNATION -  10 225
 CK3101  PID         -  CK3101
 CK3101  STATE/COUNTY-  SC/CHARLESTON
 CK3101  USGS QUAD   -  LADSON (1979)
 CK3101
 CK3101                         *CURRENT SURVEY CONTROL
 CK3101  ___________________________________________________________________
 CK3101* NAD 83(1986)-  32 55 46.     (N)    080 04 16.     (W)     SCALED    
 CK3101* NAVD 88     -        10.584  (meters)      34.72   (feet)  ADJUSTED  
 CK3101  ___________________________________________________________________
 CK3101  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK3101  DYNAMIC HT  -          10.572 (meters)      34.69  (feet)  COMP
 CK3101  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 CK3101
 CK3101  VERT ORDER  -  FIRST     CLASS II
 CK3101
 CK3101.The horizontal coordinates were scaled from a topographic map and have
 CK3101.an estimated accuracy of +/- 6 seconds.
 CK3101
 CK3101.The orthometric height was determined by differential leveling
 CK3101.and adjusted by the National Geodetic Survey in June 1991..
 CK3101
 CK3101.The geoid height was determined by GEOID03.
 CK3101
 CK3101.The dynamic height is computed by dividing the NAVD 88
 CK3101.geopotential number by the normal gravity value computed on the
 CK3101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3101.degrees latitude (g = 980.6199 gals.).
 CK3101
 CK3101.The modeled gravity was interpolated from observed gravity values.
 CK3101
 CK3101;                    North         East    Units  Estimated Accuracy
 CK3101;SPC SC       -   121,950.      696,470.      MT  (+/- 180 meters Scaled)
 CK3101
 CK3101                          SUPERSEDED SURVEY CONTROL
 CK3101
 CK3101  NGVD 29 (03/21/89)   10.877  (m)           35.69   (f) ADJUSTED    1 2
 CK3101
 CK3101.Superseded values are not recommended for survey control.
 CK3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3101.See file dsdata.txt to determine how the superseded data were derived.
 CK3101
 CK3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS868438(NAD 83)
 CK3101_MARKER: DB = BENCH MARK DISK
 CK3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3101_SP_SET: CONCRETE POST
 CK3101_STAMPING: VERT 10 225 1983
 CK3101_MARK LOGO: SCGS  
 CK3101_PROJECTION: RECESSED 7 CENTIMETERS
 CK3101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3101
 CK3101  HISTORY     - Date     Condition        Report By
 CK3101  HISTORY     - 1983     MONUMENTED       SCGS
 CK3101  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 CK3101
 CK3101                          STATION DESCRIPTION
 CK3101
 CK3101'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3101'6.6 KM (4.1 MI) NW FROM NORTH CHARLESTON.
 CK3101'4.5 KILOMETERS (2.8 MILES) NORTHWEST ALONG STATE HIGHWAY 642 FROM THE
 CK3101'ENTRANCE TO THE CHARLESTON AIR FORCE BASE, THENCE 3.9 KILOMETERS (2.4
 CK3101'MILES) NORTHEAST ALONG ASHLEY PHOSPHATE ROAD, SET NEAR A LIGHT POLE AT
 CK3101'THE REAR OF THE SOUTHERN BANK DRIVE THROUGH BRANCH, 7.3 METERS (24.0
 CK3101'FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVE THROUGH
 CK3101'LANE, 17.7 METERS (58.1 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 CK3101'OF THE BANK, 47.8 METERS (157.2 FEET) SOUTH-SOUTHEAST OF THE
 CK3101'CENTERLINE OF THE EASTBOUND LANE OF ASHLEY PHOSPHATE ROAD, 46.9 METERS
 CK3101'(154.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF INDUSTRY
 CK3101'DRIVE.
 CK3101'THE MARK IS ABOVE LEVEL WITH ASHLEY PHOSPHATE ROAD.
 CK3101
 CK3101                          STATION RECOVERY (1991)
 CK3101
 CK3101'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3096 ***********************************************************************
 CK3096  DESIGNATION -  10 226
 CK3096  PID         -  CK3096
 CK3096  STATE/COUNTY-  SC/CHARLESTON
 CK3096  USGS QUAD   -  LADSON (1979)
 CK3096
 CK3096                         *CURRENT SURVEY CONTROL
 CK3096  ___________________________________________________________________
 CK3096* NAD 83(1986)-  32 54 13.     (N)    080 04 59.     (W)     SCALED    
 CK3096* NAVD 88     -         8.527  (meters)      27.98   (feet)  ADJUSTED  
 CK3096  ___________________________________________________________________
 CK3096  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK3096  DYNAMIC HT  -           8.517 (meters)      27.94  (feet)  COMP
 CK3096  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 CK3096
 CK3096  VERT ORDER  -  FIRST     CLASS II
 CK3096
 CK3096.The horizontal coordinates were scaled from a topographic map and have
 CK3096.an estimated accuracy of +/- 6 seconds.
 CK3096
 CK3096.The orthometric height was determined by differential leveling
 CK3096.and adjusted by the National Geodetic Survey in June 1991..
 CK3096
 CK3096.The geoid height was determined by GEOID03.
 CK3096
 CK3096.The dynamic height is computed by dividing the NAVD 88
 CK3096.geopotential number by the normal gravity value computed on the
 CK3096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3096.degrees latitude (g = 980.6199 gals.).
 CK3096
 CK3096.The modeled gravity was interpolated from observed gravity values.
 CK3096
 CK3096;                    North         East    Units  Estimated Accuracy
 CK3096;SPC SC       -   119,080.      695,370.      MT  (+/- 180 meters Scaled)
 CK3096
 CK3096                          SUPERSEDED SURVEY CONTROL
 CK3096
 CK3096  NGVD 29 (03/21/89)    8.821  (m)           28.94   (f) ADJUSTED    1 2
 CK3096
 CK3096.Superseded values are not recommended for survey control.
 CK3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3096.See file dsdata.txt to determine how the superseded data were derived.
 CK3096
 CK3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS857409(NAD 83)
 CK3096_MARKER: DB = BENCH MARK DISK
 CK3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3096_SP_SET: CONCRETE POST
 CK3096_STAMPING: VERT 10 226 1983
 CK3096_MARK LOGO: SCGS  
 CK3096_PROJECTION: FLUSH
 CK3096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3096
 CK3096  HISTORY     - Date     Condition        Report By
 CK3096  HISTORY     - 1983     MONUMENTED       SCGS
 CK3096  HISTORY     - 19910607 GOOD             USPSQD
 CK3096
 CK3096                          STATION DESCRIPTION
 CK3096
 CK3096'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3096'7.6 KM (4.7 MI) WEST FROM NORTH CHARLESTON.
 CK3096'1.9 KILOMETERS (1.2 MILES) NORTHWEST ALONG STATE HIGHWAY 642 FROM THE
 CK3096'ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET IN THE MEDIAN OF THE
 CK3096'ENTRANCE TO FOREST HILLS CIVIC ASSOCIATION, 36.3 METERS (119.3 FEET)
 CK3096'NORTHEAST OF THE NORTHWEST CORNER OF A SMALL WOOD BUILDING,
 CK3096'27.2 METERS (89.3 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 CK3096'EASTBOUND LANE OF HIGHWAY 642, 5.2 METERS (17.0 FEET) EAST-SOUTHEAST
 CK3096'OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD TO FOREST HILLS,
 CK3096'14.3 METERS (47.0 FEET) SOUTHWEST OF POWER POLE NUMBER 176624.
 CK3096'THE MARK IS ABOVE LEVEL WITH HIGHWAY 642.
 CK3096
 CK3096                          STATION RECOVERY (1991)
 CK3096
 CK3096'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3093 ***********************************************************************
 CK3093  DESIGNATION -  10 227
 CK3093  PID         -  CK3093
 CK3093  STATE/COUNTY-  SC/CHARLESTON
 CK3093  USGS QUAD   -  LADSON (1979)
 CK3093
 CK3093                         *CURRENT SURVEY CONTROL
 CK3093  ___________________________________________________________________
 CK3093* NAD 83(1986)-  32 53 38.     (N)    080 04 23.     (W)     SCALED    
 CK3093* NAVD 88     -        10.667  (meters)      35.00   (feet)  ADJUSTED  
 CK3093  ___________________________________________________________________
 CK3093  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 CK3093  DYNAMIC HT  -          10.656 (meters)      34.96  (feet)  COMP
 CK3093  MODELED GRAV-     979,555.3   (mgal)                       NAVD 88
 CK3093
 CK3093  VERT ORDER  -  FIRST     CLASS II
 CK3093
 CK3093.The horizontal coordinates were scaled from a topographic map and have
 CK3093.an estimated accuracy of +/- 6 seconds.
 CK3093
 CK3093.The orthometric height was determined by differential leveling
 CK3093.and adjusted by the National Geodetic Survey in June 1991..
 CK3093
 CK3093.The geoid height was determined by GEOID03.
 CK3093
 CK3093.The dynamic height is computed by dividing the NAVD 88
 CK3093.geopotential number by the normal gravity value computed on the
 CK3093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3093.degrees latitude (g = 980.6199 gals.).
 CK3093
 CK3093.The modeled gravity was interpolated from observed gravity values.
 CK3093
 CK3093;                    North         East    Units  Estimated Accuracy
 CK3093;SPC SC       -   118,010.      696,320.      MT  (+/- 180 meters Scaled)
 CK3093
 CK3093                          SUPERSEDED SURVEY CONTROL
 CK3093
 CK3093  NGVD 29 (03/21/89)   10.962  (m)           35.96   (f) ADJUSTED    1 2
 CK3093
 CK3093.Superseded values are not recommended for survey control.
 CK3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3093.See file dsdata.txt to determine how the superseded data were derived.
 CK3093
 CK3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS866399(NAD 83)
 CK3093_MARKER: DD = SURVEY DISK
 CK3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3093_SP_SET: CONCRETE POST
 CK3093_STAMPING: VERT 10 227 1983
 CK3093_MARK LOGO: SCGS  
 CK3093_PROJECTION: RECESSED 7 CENTIMETERS
 CK3093_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK3093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3093+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1998
 CK3093
 CK3093  HISTORY     - Date     Condition        Report By
 CK3093  HISTORY     - 1983     MONUMENTED       SCGS
 CK3093  HISTORY     - 19910607 GOOD             USPSQD
 CK3093  HISTORY     - 19980826 GOOD             SCGS
 CK3093
 CK3093                          STATION DESCRIPTION
 CK3093
 CK3093'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3093'6.6 KM (4.1 MI) WEST FROM NORTH CHARLESTON.
 CK3093'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 642 FROM THE
 CK3093'ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET NEAR A POWER POLE AT
 CK3093'THE CNS FEDERAL CREDIT UNION AUTO TELLER MACHINE, 38.5 METERS (126.4
 CK3093'FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF MARYLAND AVENUE,
 CK3093'20.0 METERS (65.8 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 CK3093'ALASKA AVENUE, 9.1 METERS (30.0 FEET) WEST OF THE CENTERLINE OF THE
 CK3093'EAST BOUND LANE OF HIGHWAY 642, 6.5 METERS (21.3 FEET) NORTHEAST OF
 CK3093'THE NORTHEAST CORNER OF THE TELLER MACHINE, 1.1 METERS (3.6 FEET)
 CK3093'SOUTH-SOUTHEAST POWER POLE NUMBER 0300223.
 CK3093'THE MARK IS ABOVE LEVEL WITH HIGHWAY 642.
 CK3093
 CK3093                          STATION RECOVERY (1991)
 CK3093
 CK3093'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3093'RECOVERED IN GOOD CONDITION.
 CK3093
 CK3093                          STATION RECOVERY (1998)
 CK3093
 CK3093'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK3093'STATION IS LOCATED 11.65 MILES (18.75 KM) NORTHWEST OF CHARLESTON, 6.3
 CK3093'MILES (10.1 KM) NORTHWEST OF NORTH CHARLESTON.  OWNERSHIP--SCDOT,
 CK3093'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK3093'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CK3093'INTERSTATE 526 (MARK CLARK EXPRESSWAY) AND STATE HIGHWAY 642
 CK3093'(DORCHESTER BOULEVARD) , 2.2 MILES (3.5 KM) SOUTH OF NORTH CHARLESTON,
 CK3093'GO WEST NORTHWEST ON HIGHWAY 642 FOR 4.5 MILES (7.2 KM) TO THE STATION
 CK3093'ON THE LEFT NEAR A POWER POLE IN THE NORTHWEST ANGLE OF THE JUNCTION
 CK3093'OF MARYLAND AVENUE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 CK3093'AND LEVEL WITH THE HIGHWAY, 126.4 FEET (38.5 M) NORTH NORTHWEST OF THE
 CK3093'CENTER OF MARYLAND AVENUE, 30.0 FEET (9.1 M) WEST SOUTHWEST OF THE
 CK3093'CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 4.0 FEET (1.2 M) SOUTH
 CK3093'SOUTHEAST OF THE POWER POLE NUMBER 0300223, 65.8 FEET (20.1 M) EAST
 CK3093'NORTHEAST OF THE CENTER OF ALASKA AVENUE, 53.8 FEET (16.4 M) EAST OF A
 CK3093'POWER POLE WITH TWO GUY WIRES, 64.2 FEET (19.6 M) NORTH OF THE NORTH
 CK3093'CORNER OF A 6-FOOT HIGH BRICK WALL FOR HUNLEY PARK.  RECOVERED BY D.A.
 CK3093'NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3092 ***********************************************************************
 CK3092  DESIGNATION -  10 228
 CK3092  PID         -  CK3092
 CK3092  STATE/COUNTY-  SC/CHARLESTON
 CK3092  USGS QUAD   -  LADSON (1979)
 CK3092
 CK3092                         *CURRENT SURVEY CONTROL
 CK3092  ___________________________________________________________________
 CK3092* NAD 83(1986)-  32 52 59.     (N)    080 03 59.     (W)     SCALED    
 CK3092* NAVD 88     -         7.924  (meters)      26.00   (feet)  ADJUSTED  
 CK3092  ___________________________________________________________________
 CK3092  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 CK3092  DYNAMIC HT  -           7.916 (meters)      25.97  (feet)  COMP
 CK3092  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 CK3092
 CK3092  VERT ORDER  -  FIRST     CLASS II
 CK3092
 CK3092.The horizontal coordinates were scaled from a topographic map and have
 CK3092.an estimated accuracy of +/- 6 seconds.
 CK3092
 CK3092.The orthometric height was determined by differential leveling
 CK3092.and adjusted by the National Geodetic Survey in June 1991..
 CK3092
 CK3092.The geoid height was determined by GEOID03.
 CK3092
 CK3092.The dynamic height is computed by dividing the NAVD 88
 CK3092.geopotential number by the normal gravity value computed on the
 CK3092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3092.degrees latitude (g = 980.6199 gals.).
 CK3092
 CK3092.The modeled gravity was interpolated from observed gravity values.
 CK3092
 CK3092;                    North         East    Units  Estimated Accuracy
 CK3092;SPC SC       -   116,810.      696,950.      MT  (+/- 180 meters Scaled)
 CK3092
 CK3092                          SUPERSEDED SURVEY CONTROL
 CK3092
 CK3092  NGVD 29 (03/21/89)    8.219  (m)           26.97   (f) ADJUSTED    1 2
 CK3092
 CK3092.Superseded values are not recommended for survey control.
 CK3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3092.See file dsdata.txt to determine how the superseded data were derived.
 CK3092
 CK3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS873387(NAD 83)
 CK3092_MARKER: DD = SURVEY DISK
 CK3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3092_SP_SET: CONCRETE POST
 CK3092_STAMPING: VERT 10 228 1983
 CK3092_MARK LOGO: SCGS  
 CK3092_PROJECTION: RECESSED 7 CENTIMETERS
 CK3092_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK3092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3092+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1998
 CK3092
 CK3092  HISTORY     - Date     Condition        Report By
 CK3092  HISTORY     - 1983     MONUMENTED       SCGS
 CK3092  HISTORY     - 19910607 GOOD             USPSQD
 CK3092  HISTORY     - 19980826 GOOD             SCGS
 CK3092
 CK3092                          STATION DESCRIPTION
 CK3092
 CK3092'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3092'6.6 KM (4.1 MI) WEST FROM NORTH CHARLESTON.
 CK3092'0.9 KILOMETER (0.55 MILE) SOUTHEAST ALONG STATE HIGHWAY 642 FROM THE
 CK3092'ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET NEAR A LIGHT POLE ON
 CK3092'THE NORTH SIDE OF AN APARTMENT COMPLEX, 58.5 METERS (192.0 FEET)
 CK3092'SOUTH-SOUTHEAST OF A FIRE HYDRANT, 9.9 METERS (32.6 FEET)
 CK3092'EAST-NORTHEAST OF THE EAST FACE OF THE APARTMENT BUILDING, 16.8 METERS
 CK3092'(55.6 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE OF
 CK3092'HIGHWAY 642, 1.1 METERS (3.6 FEET) SOUTH OF LIGHT POLE NUMBER 237478,
 CK3092'8.1 METERS (26.6 FEET) WEST OF POWER POLE NUMBER 73197.
 CK3092'THE MARK IS 0.6 M BELOW HIGHWAY 642.
 CK3092
 CK3092                          STATION RECOVERY (1991)
 CK3092
 CK3092'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3092'RECOVERED IN GOOD CONDITION.
 CK3092
 CK3092                          STATION RECOVERY (1998)
 CK3092
 CK3092'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK3092'STATION IS LOCATED 5.7 MILES (9.2 KM) NORTHWEST OF NORTH CHARLESTON,
 CK3092'10.75 MILES (17.30 KM) NORTHWEST OF CHARLESTON.  OWNERSHIP--UNKNOWN.
 CK3092'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526
 CK3092'(MARK CLARK EXPRESSWAY) AND STATE HIGHWAY 642 (DORCHESTER ROAD) , 2.35
 CK3092'MILES (3.78 KM) SOUTH OF NORTH CHARLESTON, GO WEST NORTHWEST ON
 CK3092'HIGHWAY 642 FOR 3.65 MILES (5.87 KM) TO THE STATION ON THE LEFT NEAR A
 CK3092'POWER POLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 CK3092'FOOT (15.2 CM) BELOW THE HIGHWAY, 3.7 FEET (1.1 M) SOUTH OF A LIGHT
 CK3092'POLE NUMBER 237478, 55.6 FEET (16.9 M) WEST SOUTHWEST OF THE CENTER OF
 CK3092'THE EASTBOUND LANES OF THE HIGHWAY, 5.8 FEET (1.8 M) WEST SOUTHWEST OF
 CK3092'A WOODEN FENCE, 192.0 FEET (58.5 M) SOUTH OF A FIRE HYDRANT, 26.6 FEET
 CK3092'(8.1 M) WEST OF THE POWER POLE NUMBER 73197, 32.6 FEET (9.9 M) EAST
 CK3092'NORTHEAST OF THE EAST FACE OF AN APARTMENT BUILDING.  RECOVERED BY
 CK3092'D.A.  NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3091 ***********************************************************************
 CK3091  DESIGNATION -  10 229
 CK3091  PID         -  CK3091
 CK3091  STATE/COUNTY-  SC/CHARLESTON
 CK3091  USGS QUAD   -  JOHNS ISLAND (1979)
 CK3091
 CK3091                         *CURRENT SURVEY CONTROL
 CK3091  ___________________________________________________________________
 CK3091* NAD 83(1986)-  32 52 25.     (N)    080 03 30.     (W)     SCALED    
 CK3091* NAVD 88     -         4.929  (meters)      16.17   (feet)  ADJUSTED  
 CK3091  ___________________________________________________________________
 CK3091  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 CK3091  DYNAMIC HT  -           4.924 (meters)      16.15  (feet)  COMP
 CK3091  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 CK3091
 CK3091  VERT ORDER  -  FIRST     CLASS II
 CK3091
 CK3091.The horizontal coordinates were scaled from a topographic map and have
 CK3091.an estimated accuracy of +/- 6 seconds.
 CK3091
 CK3091.The orthometric height was determined by differential leveling
 CK3091.and adjusted by the National Geodetic Survey in June 1991..
 CK3091
 CK3091.The geoid height was determined by GEOID03.
 CK3091
 CK3091.The dynamic height is computed by dividing the NAVD 88
 CK3091.geopotential number by the normal gravity value computed on the
 CK3091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3091.degrees latitude (g = 980.6199 gals.).
 CK3091
 CK3091.The modeled gravity was interpolated from observed gravity values.
 CK3091
 CK3091;                    North         East    Units  Estimated Accuracy
 CK3091;SPC SC       -   115,770.      697,720.      MT  (+/- 180 meters Scaled)
 CK3091
 CK3091                          SUPERSEDED SURVEY CONTROL
 CK3091
 CK3091  NGVD 29 (03/21/89)    5.225  (m)           17.14   (f) ADJUSTED    1 2
 CK3091
 CK3091.Superseded values are not recommended for survey control.
 CK3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3091.See file dsdata.txt to determine how the superseded data were derived.
 CK3091
 CK3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS880376(NAD 83)
 CK3091_MARKER: DB = BENCH MARK DISK
 CK3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3091_SP_SET: CONCRETE POST
 CK3091_STAMPING: VERT 10 229 1983
 CK3091_MARK LOGO: SCGS  
 CK3091_PROJECTION: FLUSH
 CK3091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3091
 CK3091  HISTORY     - Date     Condition        Report By
 CK3091  HISTORY     - 1983     MONUMENTED       SCGS
 CK3091
 CK3091                          STATION DESCRIPTION
 CK3091
 CK3091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3091'6.4 KM (4.0 MI) SW FROM NORTH CHARLESTON.
 CK3091'2.1 KILOMETERS (1.35 MILES) SOUTHEAST ALONG STATE HIGHWAY 642 FROM THE
 CK3091'ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET NEAR A POWER POLE AT
 CK3091'THE ENTRANCE TO JERICO ON THE ASHLEY (HOUSING COMPLEX), 17.4 METERS
 CK3091'(57.3 FEET) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE OF
 CK3091'HIGHWAY 642, 7.0 METERS (23.0 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 CK3091'CENTER OF THE EXIT ROAD TO THE HOUSING COMPLEX, 17.7 METERS (58.0
 CK3091'FEET) EAST-NORTHEAST OF POWER POLE NUMBER 231410, 1.8 METERS (6.0
 CK3091'FEET) SOUTHWEST OF POWER POLE NUMBER 76006.
 CK3091'THE MARK IS 0.6 M BELOW HIGHWAY 642.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3090 ***********************************************************************
 CK3090  DESIGNATION -  10 230
 CK3090  PID         -  CK3090
 CK3090  STATE/COUNTY-  SC/CHARLESTON
 CK3090  USGS QUAD   -  JOHNS ISLAND (1979)
 CK3090
 CK3090                         *CURRENT SURVEY CONTROL
 CK3090  ___________________________________________________________________
 CK3090* NAD 83(1986)-  32 51 52.     (N)    080 03 02.     (W)     SCALED    
 CK3090* NAVD 88     -         6.924  (meters)      22.72   (feet)  ADJUSTED  
 CK3090  ___________________________________________________________________
 CK3090  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 CK3090  DYNAMIC HT  -           6.917 (meters)      22.69  (feet)  COMP
 CK3090  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 CK3090
 CK3090  VERT ORDER  -  FIRST     CLASS II
 CK3090
 CK3090.The horizontal coordinates were scaled from a topographic map and have
 CK3090.an estimated accuracy of +/- 6 seconds.
 CK3090
 CK3090.The orthometric height was determined by differential leveling
 CK3090.and adjusted by the National Geodetic Survey in June 1991..
 CK3090
 CK3090.The geoid height was determined by GEOID03.
 CK3090
 CK3090.The dynamic height is computed by dividing the NAVD 88
 CK3090.geopotential number by the normal gravity value computed on the
 CK3090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3090.degrees latitude (g = 980.6199 gals.).
 CK3090
 CK3090.The modeled gravity was interpolated from observed gravity values.
 CK3090
 CK3090;                    North         East    Units  Estimated Accuracy
 CK3090;SPC SC       -   114,760.      698,450.      MT  (+/- 180 meters Scaled)
 CK3090
 CK3090                          SUPERSEDED SURVEY CONTROL
 CK3090
 CK3090  NGVD 29 (03/21/89)    7.220  (m)           23.69   (f) ADJUSTED    1 2
 CK3090
 CK3090.Superseded values are not recommended for survey control.
 CK3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3090.See file dsdata.txt to determine how the superseded data were derived.
 CK3090
 CK3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS888366(NAD 83)
 CK3090_MARKER: DD = SURVEY DISK
 CK3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3090_SP_SET: CONCRETE POST
 CK3090_STAMPING: VERT 10 230 1983
 CK3090_MARK LOGO: SCGS  
 CK3090_PROJECTION: RECESSED 7 CENTIMETERS
 CK3090_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3090+STABILITY: SURFACE MOTION
 CK3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3090+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1994
 CK3090
 CK3090  HISTORY     - Date     Condition        Report By
 CK3090  HISTORY     - 1983     MONUMENTED       SCGS
 CK3090  HISTORY     - 19941221 GOOD             SCGS
 CK3090  HISTORY     - 19980826 GOOD             SCGS
 CK3090
 CK3090                          STATION DESCRIPTION
 CK3090
 CK3090'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3090'5.6 KM (3.5 MI) SW FROM NORTH CHARLESTON.
 CK3090'3.5 KILOMETERS (2.2 MILES) SOUTHEAST ALONG STATE HIGHWAY 642 FROM THE
 CK3090'ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET NEAR THE SOUTHEAST
 CK3090'CORNER OF THE GLAD TIDINGS ASSEMBLY OF GOD CHURCH, 53.6 METERS (176.0
 CK3090'FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF LESLIE STREET,
 CK3090'22.3 METERS (73.0 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE EAST
 CK3090'BOUND LANE OF HIGHWAY 642, 18.0 METERS (59.0 FEET) WEST-NORTHWEST OF
 CK3090'POWER POLE NUMBER 229916, 1.9 METERS (6.4 FEET) NORTH OF THE SOUTHEAST
 CK3090'CORNER OF THE CHURCH.
 CK3090'THE MARK IS 1.20 M ABOVE HIGHWAY 642.
 CK3090
 CK3090                          STATION RECOVERY (1994)
 CK3090
 CK3090'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK3090'STATION IS LOCATED AT THE GLAD TIDINGS ASSEMBLY OF GOD CHURCH IN NORTH
 CK3090'CHARLESTON.  OWNERSHIP--CHURCH PROPERTY.  TO REACH THE STATION FROM
 CK3090'THE JUNCTION OVERPASS OF INTERSTATE 526 (MARK CLARK EXPRESSWAY) AND
 CK3090'STATE HIGHWAY 642 (DORCHESTER ROAD) IN NORTH CHARLESTON, GO WEST
 CK3090'NORTHWEST ON HIGHWAY 642 FOR 2.1 MILES (3.4 KM) TO THE STATION NEAR
 CK3090'THE EAST CORNER OF A BRICK CHURCH IN THE SOUTH ANGLE OF THE JUNCTION
 CK3090'OF STATE ROAD 1612 (LESLIE STREET) .  STATION IS A CONCRETE POST
 CK3090'RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 6.4
 CK3090'FEET (2.0 M) NORTH OF THE EAST CORNER OF THE BRICK CHURCH BUILDING,
 CK3090'1.0 FOOT (0.3 M) SOUTH SOUTHEAST OF THE SOUTHEAST EDGE OF THE BRICK
 CK3090'PORCH FOR THE CHURCH, 73.3 FEET (22.3 M) WEST SOUTHWEST OF THE SOUTH
 CK3090'BOUND LANES OF THE HIGHWAY.  RECOVERED BY R.W.  ROBERTS.
 CK3090
 CK3090                          STATION RECOVERY (1998)
 CK3090
 CK3090'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK3090'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3086 ***********************************************************************
 CK3086  DESIGNATION -  10 231
 CK3086  PID         -  CK3086
 CK3086  STATE/COUNTY-  SC/CHARLESTON
 CK3086  USGS QUAD   -  JOHNS ISLAND (1979)
 CK3086
 CK3086                         *CURRENT SURVEY CONTROL
 CK3086  ___________________________________________________________________
 CK3086* NAD 83(1986)-  32 51 22.     (N)    080 02 35.     (W)     SCALED    
 CK3086* NAVD 88     -         7.370  (meters)      24.18   (feet)  ADJUSTED  
 CK3086  ___________________________________________________________________
 CK3086  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 CK3086  DYNAMIC HT  -           7.362 (meters)      24.15  (feet)  COMP
 CK3086  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 CK3086
 CK3086  VERT ORDER  -  FIRST     CLASS II
 CK3086
 CK3086.The horizontal coordinates were scaled from a topographic map and have
 CK3086.an estimated accuracy of +/- 6 seconds.
 CK3086
 CK3086.The orthometric height was determined by differential leveling
 CK3086.and adjusted by the National Geodetic Survey in June 1991..
 CK3086
 CK3086.The geoid height was determined by GEOID03.
 CK3086
 CK3086.The dynamic height is computed by dividing the NAVD 88
 CK3086.geopotential number by the normal gravity value computed on the
 CK3086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3086.degrees latitude (g = 980.6199 gals.).
 CK3086
 CK3086.The modeled gravity was interpolated from observed gravity values.
 CK3086
 CK3086;                    North         East    Units  Estimated Accuracy
 CK3086;SPC SC       -   113,840.      699,160.      MT  (+/- 180 meters Scaled)
 CK3086
 CK3086                          SUPERSEDED SURVEY CONTROL
 CK3086
 CK3086  NGVD 29 (03/21/89)    7.666  (m)           25.15   (f) ADJUSTED    1 2
 CK3086
 CK3086.Superseded values are not recommended for survey control.
 CK3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3086.See file dsdata.txt to determine how the superseded data were derived.
 CK3086
 CK3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS895357(NAD 83)
 CK3086_MARKER: DD = SURVEY DISK
 CK3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3086_SP_SET: CONCRETE POST
 CK3086_STAMPING: VERT 10 231 1983
 CK3086_MARK LOGO: SCGS  
 CK3086_PROJECTION: RECESSED 7 CENTIMETERS
 CK3086_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3086+STABILITY: SURFACE MOTION
 CK3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3086+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1998
 CK3086
 CK3086  HISTORY     - Date     Condition        Report By
 CK3086  HISTORY     - 1983     MONUMENTED       SCGS
 CK3086  HISTORY     - 19941221 GOOD             SCGS
 CK3086  HISTORY     - 19980826 GOOD             SCGS
 CK3086
 CK3086                          STATION DESCRIPTION
 CK3086
 CK3086'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3086'IN NORTH CHARLESTON.
 CK3086'4.7 KILOMETERS (2.95 MILES) SOUTHEAST ALONG STATE HIGHWAY 642 FROM THE
 CK3086'ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET NEAR A POWER POLE NOT
 CK3086'IN USE AT THE ENTRANCE TO 5257 ASHLEY ARBOR, 27.7 METERS (91.0 FEET)
 CK3086'EAST-NORTHEAST OF THE FIRST 24-INCH PALMETTO TREE IN THE MEDIAN AT THE
 CK3086'ENTRANCE TO 5257 ASHLEY ARBOR, 21.0 METERS (69.0 FEET) SOUTHWEST OF
 CK3086'THE CENTERLINE OF OF THE EASTBOUND LANE OF HIGHWAY 642, 9.6 METERS
 CK3086'(31.5 FEET) NORTHWEST OF THE NORTHWEST END OF A CHAIN LINK FENCE,
 CK3086'2.6 METERS (8.7 FEET) WEST-NORTHWEST OF THE POWER POLE THAT IS NOT IN
 CK3086'USE.
 CK3086'THE MARK IS ABOVE LEVEL WITH HIGHWAY 642.
 CK3086
 CK3086                          STATION RECOVERY (1994)
 CK3086
 CK3086'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK3086'STATION IS LOCATED IN NORTH CHARLESTON.  OWNERSHIP--ASHLEY ARBOR
 CK3086'MOBILE HOME PARK, 5299 DORCHESTER ROAD, NORTH CHARLESTON, SC 29411. TO
 CK3086'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526 (MARK
 CK3086'CLARK EXPRESSWAY) AND STATE HIGHWAY 642 (DORCHESTER ROAD) IN NORTH
 CK3086'CHARLESTON, GO WEST NORTHWEST ON HIGHWAY 642 FOR 0.85 MILE (1.37 KM)
 CK3086'TO THE JUNCTION OF A PAVED ROAD (BON AIRE BOULEVARD LEFT AND SCARSDALE
 CK3086'AVENUE RIGHT) , CONTINUE ON HIGHWAY 642 FOR 0.5 MILE (0.8 KM) TO THE
 CK3086'STATION NEAR A WOODEN SIGN IN THE SOUTH ANGLE OF THE PAVED ENTRANCE
 CK3086'DRIVE TO THE ASHLEY ARBOR MOBILE HOME PARK.  STATION IS A CONCRETE
 CK3086'POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 68.6 FEET
 CK3086'(20.9 M) SOUTHWEST OF THE CENTER OF THE EAST BOUND LANES OF THE
 CK3086'HIGHWAY, 26.0 FEET (7.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE PAVED
 CK3086'ENTRANCE TO THE PARK, 46.8 FEET (14.3 M) SOUTH SOUTHEAST OF A POWER
 CK3086'POLE NUMBER 514/172755 WITH A SECURITY LIGHT AND A GUY WIRE, 31.2 FEET
 CK3086'(9.5 M) NORTHWEST OF THE NORTHEAST END OF A CHAIN LINK FENCE, 6.2 FEET
 CK3086'(1.9 M) WEST NORTHWEST OF A WITNESS POST AT THE WOOD SIGN (ASHLEY
 CK3086'ARBOR) .  RECOVERED BY R.W.  ROBERTS.
 CK3086
 CK3086                          STATION RECOVERY (1998)
 CK3086
 CK3086'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK3086'STATION IS LOCATED IN NORTH CHARLESTON.  OWNERSHIP--ASHLEY ARBOR
 CK3086'MOBILE HOME PARK, 5299 DORCHESTER ROAD, NORTH CHARLESTON, SC 29411. TO
 CK3086'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526 (MARK
 CK3086'CLARK EXPRESSWAY) AND STATE HIGHWAY 642 (DORCHESTER ROAD) IN NORTH
 CK3086'CHARLESTON, GO WEST NORTHWEST ON HIGHWAY 642 FOR 0.85 MILE (1.37 KM)
 CK3086'TO THE JUNCTION OF A PAVED ROAD (BON AIRE BOULEVARD LEFT AND SCARSDALE
 CK3086'AVENUE RIGHT), CONTINUE ON HIGHWAY 642 FOR 0.5 MILE (0.8 KM) TO THE
 CK3086'STATION NEAR A WOODEN SIGN IN THE SOUTH ANGLE OF THE PAVED ENTRANCE
 CK3086'DRIVE TO THE ASHLEY ARBOR MOBILE HOME PARK.  STATION IS A CONCRETE
 CK3086'POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 68.6 FEET
 CK3086'(20.9 M) SOUTHWEST OF THE CENTER OF THE EAST BOUND LANES OF THE
 CK3086'HIGHWAY, 23.0 FEET (7.0 M) SOUTH SOUTHEAST OF THE CENTER OF THE PAVED
 CK3086'ENTRANCE TO THE PARK, 46.8 FEET (14.3 M) SOUTH SOUTHEAST OF A POWER
 CK3086'POLE NUMBER 514/172755 WITH A SECURITY LIGHT AND A GUY WIRE, 31.2 FEET
 CK3086'(9.5 M) NORTHWEST OF THE NORTHEAST END OF A CHAIN LINK FENCE, 6.2 FEET
 CK3086'(1.9 M) WEST NORTHWEST OF A WITNESS POST. RECOVERED BY D.A. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3083 ***********************************************************************
 CK3083  DESIGNATION -  10 232
 CK3083  PID         -  CK3083
 CK3083  STATE/COUNTY-  SC/CHARLESTON
 CK3083  USGS QUAD   -  JOHNS ISLAND (1979)
 CK3083
 CK3083                         *CURRENT SURVEY CONTROL
 CK3083  ___________________________________________________________________
 CK3083* NAD 83(1986)-  32 51 26.     (N)    080 01 57.     (W)     SCALED    
 CK3083* NAVD 88     -         9.379  (meters)      30.77   (feet)  ADJUSTED  
 CK3083  ___________________________________________________________________
 CK3083  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 CK3083  DYNAMIC HT  -           9.369 (meters)      30.74  (feet)  COMP
 CK3083  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 CK3083
 CK3083  VERT ORDER  -  FIRST     CLASS II
 CK3083
 CK3083.The horizontal coordinates were scaled from a topographic map and have
 CK3083.an estimated accuracy of +/- 6 seconds.
 CK3083
 CK3083.The orthometric height was determined by differential leveling
 CK3083.and adjusted by the National Geodetic Survey in June 1991..
 CK3083
 CK3083.The geoid height was determined by GEOID03.
 CK3083
 CK3083.The dynamic height is computed by dividing the NAVD 88
 CK3083.geopotential number by the normal gravity value computed on the
 CK3083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3083.degrees latitude (g = 980.6199 gals.).
 CK3083
 CK3083.The modeled gravity was interpolated from observed gravity values.
 CK3083
 CK3083;                    North         East    Units  Estimated Accuracy
 CK3083;SPC SC       -   113,970.      700,150.      MT  (+/- 180 meters Scaled)
 CK3083
 CK3083                          SUPERSEDED SURVEY CONTROL
 CK3083
 CK3083  NGVD 29 (03/21/89)    9.675  (m)           31.74   (f) ADJUSTED    1 2
 CK3083
 CK3083.Superseded values are not recommended for survey control.
 CK3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3083.See file dsdata.txt to determine how the superseded data were derived.
 CK3083
 CK3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS905358(NAD 83)
 CK3083_MARKER: DB = BENCH MARK DISK
 CK3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3083_SP_SET: CONCRETE POST
 CK3083_STAMPING: VERT 10 232 1984
 CK3083_MARK LOGO: SCGS  
 CK3083_PROJECTION: RECESSED 7 CENTIMETERS
 CK3083_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK3083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3083+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 CK3083
 CK3083  HISTORY     - Date     Condition        Report By
 CK3083  HISTORY     - 1984     MONUMENTED       SCGS
 CK3083  HISTORY     - 19980826 GOOD             SCGS
 CK3083  HISTORY     - 20051107 GOOD             FRELAN
 CK3083
 CK3083                          STATION DESCRIPTION
 CK3083
 CK3083'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3083'IN NORTH CHARLESTON.
 CK3083'5.7 KILOMETERS (3.55 MILES) SOUTH ALONG STATE HIGHWAY 642 FROM THE
 CK3083'MAIN ENTRANCE ROAD LEADING TO THE CHARLESTON AIR FORCE BASE, SET IN
 CK3083'THE SOUTHWEST ANGLE OF THE SOUTHERN MOST ENTRANCE DRIVE TO THE OAK
 CK3083'RIDGE PLAZA, 92.5 METERS (303.5 FEET) EAST-NORTHEAST OF A FIRE
 CK3083'HYDRANT, 13.0 METERS (42.5 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF
 CK3083'THE NORTH BOUND LANE OF STATE HIGHWAY 642, 20.1 METERS (66.0 FEET)
 CK3083'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SOUTHERN ENTRANCE
 CK3083'DRIVE, 2.7 METERS (9.0 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE EDGE
 CK3083'OF A PAVED PARKING LOT FOR THE OAK RIDGE PLAZA, 2.5 METERS (8.2 FEET)
 CK3083'SOUTH-SOUTHEAST OF A STEEL SIGN POST.
 CK3083'THE MARK IS 0.40 METERS  ENE FROM A WITNESS POST.
 CK3083'THE MARK IS 1.00 M BELOW HIGHWAY.
 CK3083
 CK3083                          STATION RECOVERY (1998)
 CK3083
 CK3083'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK3083'STATION IS LOCATED IN NORTH CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK3083'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3083'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526
 CK3083'(MARK CLARK EXPRESSWAY) AND STATE HIGHWAY 642 (DORCHESTER ROAD) IN
 CK3083'NORTH CHARLESTON, GO WEST NORTHWEST ON HIGHWAY 642 FOR 0.7 MILE (1.1
 CK3083'KM) TO THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE EASTERN
 CK3083'MOST ENTRANCE/EXIT DRIVE TO THE OAK RIDGE PLAZA.  STATION IS A
 CK3083'CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) BELOW THE
 CK3083'HIGHWAY, 42.0 FEET (12.8 M) NORTH NORTHWEST OF THE CENTER OF THE
 CK3083'WESTBOUND LANES OF THE HIGHWAY, 43.8 FEET (13.4 M) WEST OF A MANHOLE
 CK3083'COVER, 93.0 FEET (28.3 M) SOUTH SOUTHEAST OF A PARKING LOT STREET
 CK3083'LIGHT, 10.2 FEET (3.1 M) SOUTH SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 CK3083'PARKING LOT, 66.2 FEET (20.2 M) WEST OF THE EASTERN MOST ENTRANCE/EXIT
 CK3083'DRIVE TO THE PLAZA. RECOVERED BY D.A. NOVAK.
 CK3083
 CK3083                          STATION RECOVERY (2005)
 CK3083
 CK3083'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 CK3083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2821 ***********************************************************************
 CK2821  DESIGNATION -  10 233
 CK2821  PID         -  CK2821
 CK2821  STATE/COUNTY-  SC/CHARLESTON
 CK2821  USGS QUAD   -  LADSON (1979)
 CK2821
 CK2821                         *CURRENT SURVEY CONTROL
 CK2821  ___________________________________________________________________
 CK2821* NAD 83(1986)-  32 52 45.     (N)    080 05 59.     (W)     SCALED    
 CK2821* NAVD 88     -         5.763  (meters)      18.91   (feet)  ADJUSTED  
 CK2821  ___________________________________________________________________
 CK2821  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 CK2821  DYNAMIC HT  -           5.756 (meters)      18.88  (feet)  COMP
 CK2821  MODELED GRAV-     979,555.3   (mgal)                       NAVD 88
 CK2821
 CK2821  VERT ORDER  -  FIRST     CLASS II
 CK2821
 CK2821.The horizontal coordinates were scaled from a topographic map and have
 CK2821.an estimated accuracy of +/- 6 seconds.
 CK2821
 CK2821.The orthometric height was determined by differential leveling
 CK2821.and adjusted by the National Geodetic Survey in June 1991..
 CK2821
 CK2821.The geoid height was determined by GEOID03.
 CK2821
 CK2821.The dynamic height is computed by dividing the NAVD 88
 CK2821.geopotential number by the normal gravity value computed on the
 CK2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2821.degrees latitude (g = 980.6199 gals.).
 CK2821
 CK2821.The modeled gravity was interpolated from observed gravity values.
 CK2821
 CK2821;                    North         East    Units  Estimated Accuracy
 CK2821;SPC SC       -   116,350.      693,840.      MT  (+/- 180 meters Scaled)
 CK2821
 CK2821                          SUPERSEDED SURVEY CONTROL
 CK2821
 CK2821  NGVD 29 (03/21/89)    6.058  (m)           19.88   (f) ADJUSTED    1 2
 CK2821
 CK2821.Superseded values are not recommended for survey control.
 CK2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2821.See file dsdata.txt to determine how the superseded data were derived.
 CK2821
 CK2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS842382(NAD 83)
 CK2821_MARKER: DB = BENCH MARK DISK
 CK2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2821_SP_SET: CONCRETE POST
 CK2821_STAMPING: VERT 10 233 1983
 CK2821_MARK LOGO: SCGS  
 CK2821_PROJECTION: FLUSH
 CK2821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2821
 CK2821  HISTORY     - Date     Condition        Report By
 CK2821  HISTORY     - 1983     MONUMENTED       SCGS
 CK2821
 CK2821                          STATION DESCRIPTION
 CK2821
 CK2821'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2821'9.5 KM (5.9 MI) WEST FROM NORTH CHARLESTON.
 CK2821'11.6 KILOMETERS (7.2 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2821'JUNCTION OF STATE HIGHWAY 7 1N SAINT ANDREWS, SET IN THE EAST ANGLE OF
 CK2821'THE INTERSECTION OF A SAND ROAD RUNNING PARALLEL WITH TWO ROWS OF
 CK2821'MAGNOLIA TREES, 3.3 METERS (11.0 FEET) NORTHWEST OF THE MOST
 CK2821'SOUTHEASTERLY MAGNOLIA TREE, 6.4 METERS (21.0 FEET) SOUTHEAST OF THE
 CK2821'APPROXIMATE CENTER OF THE SAND ROAD, 13.6 METERS (44.8 FEET) NORTHEAST
 CK2821'OF THE CENTERLINE OF HIGHWAY 61, 10.9 METERS (35.7 FEET)
 CK2821'EAST-SOUTHEAST OF A 48-INCH PINE TREE.
 CK2821'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2822 ***********************************************************************
 CK2822  DESIGNATION -  10 234
 CK2822  PID         -  CK2822
 CK2822  STATE/COUNTY-  SC/CHARLESTON
 CK2822  USGS QUAD   -  LADSON (1979)
 CK2822
 CK2822                         *CURRENT SURVEY CONTROL
 CK2822  ___________________________________________________________________
 CK2822* NAD 83(1986)-  32 53 10.     (N)    080 06 48.     (W)     SCALED    
 CK2822* NAVD 88     -         7.177  (meters)      23.55   (feet)  ADJUSTED  
 CK2822  ___________________________________________________________________
 CK2822  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 CK2822  DYNAMIC HT  -           7.169 (meters)      23.52  (feet)  COMP
 CK2822  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 CK2822
 CK2822  VERT ORDER  -  FIRST     CLASS II
 CK2822
 CK2822.The horizontal coordinates were scaled from a topographic map and have
 CK2822.an estimated accuracy of +/- 6 seconds.
 CK2822
 CK2822.The orthometric height was determined by differential leveling
 CK2822.and adjusted by the National Geodetic Survey in June 1991..
 CK2822
 CK2822.The geoid height was determined by GEOID03.
 CK2822
 CK2822.The dynamic height is computed by dividing the NAVD 88
 CK2822.geopotential number by the normal gravity value computed on the
 CK2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2822.degrees latitude (g = 980.6199 gals.).
 CK2822
 CK2822.The modeled gravity was interpolated from observed gravity values.
 CK2822
 CK2822;                    North         East    Units  Estimated Accuracy
 CK2822;SPC SC       -   117,110.      692,560.      MT  (+/- 180 meters Scaled)
 CK2822
 CK2822                          SUPERSEDED SURVEY CONTROL
 CK2822
 CK2822  NGVD 29 (03/21/89)    7.473  (m)           24.52   (f) ADJUSTED    1 2
 CK2822
 CK2822.Superseded values are not recommended for survey control.
 CK2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2822.See file dsdata.txt to determine how the superseded data were derived.
 CK2822
 CK2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS829390(NAD 83)
 CK2822_MARKER: DB = BENCH MARK DISK
 CK2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2822_SP_SET: CONCRETE POST
 CK2822_STAMPING: VERT 10 234 1983
 CK2822_MARK LOGO: SCGS  
 CK2822_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2822
 CK2822  HISTORY     - Date     Condition        Report By
 CK2822  HISTORY     - 1983     MONUMENTED       SCGS
 CK2822
 CK2822                          STATION DESCRIPTION
 CK2822
 CK2822'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2822'10.8 KM (6.7 MI) NW FROM NORTH CHARLESTON.
 CK2822'13.0 KILOMETERS (8.1 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2822'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR A 48-INCH PINE
 CK2822'TREE IN THE NORTHWEST ANGLE OF THE INTERSECTION OF A SAND ROAD,
 CK2822'3.5 METERS (11.6 FEET) SOUTHWEST OF THE PINE TREE, 3.6 METERS (12.0
 CK2822'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 CK2822'10.8 METERS (35.6 FEET) NORTH OF POWER POLE NUMBER 24789, 17.1 METERS
 CK2822'(56.0 FEET) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 61.
 CK2822'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 CK2822'THE MARK IS 0.5 M ABOVE HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2448 ***********************************************************************
 CK2448  DESIGNATION -  10 235
 CK2448  PID         -  CK2448
 CK2448  STATE/COUNTY-  SC/CHARLESTON
 CK2448  USGS QUAD   -  OSBORN (1979)
 CK2448
 CK2448                         *CURRENT SURVEY CONTROL
 CK2448  ___________________________________________________________________
 CK2448* NAD 83(1986)-  32 45 18.     (N)    080 19 44.     (W)     SCALED    
 CK2448* NAVD 88     -         9.818  (meters)      32.21   (feet)  ADJUSTED  
 CK2448  ___________________________________________________________________
 CK2448  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CK2448  DYNAMIC HT  -           9.807 (meters)      32.18  (feet)  COMP
 CK2448  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK2448
 CK2448  VERT ORDER  -  FIRST     CLASS II
 CK2448
 CK2448.The horizontal coordinates were scaled from a topographic map and have
 CK2448.an estimated accuracy of +/- 6 seconds.
 CK2448
 CK2448.The orthometric height was determined by differential leveling
 CK2448.and adjusted by the National Geodetic Survey in June 1991..
 CK2448
 CK2448.The geoid height was determined by GEOID03.
 CK2448
 CK2448.The dynamic height is computed by dividing the NAVD 88
 CK2448.geopotential number by the normal gravity value computed on the
 CK2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2448.degrees latitude (g = 980.6199 gals.).
 CK2448
 CK2448.The modeled gravity was interpolated from observed gravity values.
 CK2448
 CK2448;                    North         East    Units  Estimated Accuracy
 CK2448;SPC SC       -   102,420.      672,490.      MT  (+/- 180 meters Scaled)
 CK2448
 CK2448                          SUPERSEDED SURVEY CONTROL
 CK2448
 CK2448  NGVD 29 (03/21/89)   10.108  (m)           33.16   (f) ADJUSTED    1 2
 CK2448
 CK2448.Superseded values are not recommended for survey control.
 CK2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2448.See file dsdata.txt to determine how the superseded data were derived.
 CK2448
 CK2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS628243(NAD 83)
 CK2448_MARKER: DB = BENCH MARK DISK
 CK2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2448_SP_SET: CONCRETE POST
 CK2448_STAMPING: VERT 10 235 1983
 CK2448_MARK LOGO: SCGS  
 CK2448_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2448+STABILITY: SURFACE MOTION
 CK2448
 CK2448  HISTORY     - Date     Condition        Report By
 CK2448  HISTORY     - 1983     MONUMENTED       SCGS
 CK2448  HISTORY     - 20010331 GOOD             NGS
 CK2448  HISTORY     - 20010331 GOOD             NGS
 CK2448  HISTORY     - 20011210 GOOD             NGS
 CK2448
 CK2448                          STATION DESCRIPTION
 CK2448
 CK2448'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2448'8.2 KM (5.1 MI) WEST FROM RAVENEL.
 CK2448'8.4 KILOMETERS (5.2 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2448'RAVENEL POST OFFICE, SET NEAR A POWER POLE WHERE THE THE ELECTRICAL
 CK2448'LINES CROSS THE HIGHWAY, 32.8 METERS (107.6 FEET) NORTH OF THE NORTH
 CK2448'RAIL OF THE SEABOARD COAST LINE RAILROAD, 15.9 METERS (52.2 FEET)
 CK2448'SOUTH OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 17,
 CK2448'1.3 METERS (4.4 FEET) EAST OF POWER POLE NUMBER 206609.
 CK2448'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 CK2448'THE MARK IS 1.20 M BELOW HIGHWAY 17.
 CK2448
 CK2448                          STATION RECOVERY (2001)
 CK2448
 CK2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2448'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2448
 CK2448                          STATION RECOVERY (2001)
 CK2448
 CK2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2448'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2448
 CK2448                          STATION RECOVERY (2001)
 CK2448
 CK2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2448'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3076 ***********************************************************************
 CK3076  DESIGNATION -  10 236
 CK3076  PID         -  CK3076
 CK3076  STATE/COUNTY-  SC/CHARLESTON
 CK3076  USGS QUAD   -  OSBORN (1979)
 CK3076
 CK3076                         *CURRENT SURVEY CONTROL
 CK3076  ___________________________________________________________________
 CK3076* NAD 83(1986)-  32 48 03.     (N)    080 16 10.     (W)     SCALED    
 CK3076* NAVD 88     -         3.220  (meters)      10.56   (feet)  ADJUSTED  
 CK3076  ___________________________________________________________________
 CK3076  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 CK3076  DYNAMIC HT  -           3.217 (meters)      10.55  (feet)  COMP
 CK3076  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 CK3076
 CK3076  VERT ORDER  -  FIRST     CLASS II
 CK3076
 CK3076.The horizontal coordinates were scaled from a topographic map and have
 CK3076.an estimated accuracy of +/- 6 seconds.
 CK3076
 CK3076.The orthometric height was determined by differential leveling
 CK3076.and adjusted by the National Geodetic Survey in June 1991..
 CK3076
 CK3076.The geoid height was determined by GEOID03.
 CK3076
 CK3076.The dynamic height is computed by dividing the NAVD 88
 CK3076.geopotential number by the normal gravity value computed on the
 CK3076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3076.degrees latitude (g = 980.6199 gals.).
 CK3076
 CK3076.The modeled gravity was interpolated from observed gravity values.
 CK3076
 CK3076;                    North         East    Units  Estimated Accuracy
 CK3076;SPC SC       -   107,540.      678,020.      MT  (+/- 180 meters Scaled)
 CK3076
 CK3076                          SUPERSEDED SURVEY CONTROL
 CK3076
 CK3076  NGVD 29 (03/21/89)    3.515  (m)           11.53   (f) ADJUSTED    1 2
 CK3076
 CK3076.Superseded values are not recommended for survey control.
 CK3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3076.See file dsdata.txt to determine how the superseded data were derived.
 CK3076
 CK3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS683294(NAD 83)
 CK3076_MARKER: DB = BENCH MARK DISK
 CK3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3076_SP_SET: CONCRETE POST
 CK3076_STAMPING: VERT 10 236 1983
 CK3076_MARK LOGO: SCGS  
 CK3076_PROJECTION: PROJECTING 7 CENTIMETERS
 CK3076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3076
 CK3076  HISTORY     - Date     Condition        Report By
 CK3076  HISTORY     - 1983     MONUMENTED       SCGS
 CK3076  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK3076  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK3076
 CK3076                          STATION DESCRIPTION
 CK3076
 CK3076'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3076'4.8 KM (3.0 MI) NW FROM RAVENEL.
 CK3076'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3076'RAVENEL POST OFFICE, THENCE 3.5 KILOMETERS (2.2 MILES) NORTHERLY ALONG
 CK3076'STATE HIGHWAY 165, SET NEAR A 48-INCH BLAZED PINE TREE, 40.2 METERS
 CK3076'(132.0 FEET) NORTH-NORTHEAST OF A POWER POLE, 16.9 METERS (55.5 FEET)
 CK3076'EAST OF THE CENTERLINE OF THE HIGHWAY, 1.8 METERS (6.0 FEET) SOUTHWEST
 CK3076'OF THE 48-INCH BLAZED PINE TREE.
 CK3076'THE MARK IS 1.00 METERS  NW FROM A WITNESS POST.
 CK3076'THE MARK IS 0.60 M BELOW HIGHWAY 165.
 CK3076
 CK3076                          STATION RECOVERY (2001)
 CK3076
 CK3076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3076'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK3076
 CK3076                          STATION RECOVERY (2001)
 CK3076
 CK3076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3076'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3075 ***********************************************************************
 CK3075  DESIGNATION -  10 237
 CK3075  PID         -  CK3075
 CK3075  STATE/COUNTY-  SC/CHARLESTON
 CK3075  USGS QUAD   -  OSBORN (1979)
 CK3075
 CK3075                         *CURRENT SURVEY CONTROL
 CK3075  ___________________________________________________________________
 CK3075* NAD 83(1986)-  32 49 02.     (N)    080 16 18.     (W)     SCALED    
 CK3075* NAVD 88     -         9.377  (meters)      30.76   (feet)  ADJUSTED  
 CK3075  ___________________________________________________________________
 CK3075  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CK3075  DYNAMIC HT  -           9.366 (meters)      30.73  (feet)  COMP
 CK3075  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 CK3075
 CK3075  VERT ORDER  -  FIRST     CLASS II
 CK3075
 CK3075.The horizontal coordinates were scaled from a topographic map and have
 CK3075.an estimated accuracy of +/- 6 seconds.
 CK3075
 CK3075.The orthometric height was determined by differential leveling
 CK3075.and adjusted by the National Geodetic Survey in June 1991..
 CK3075
 CK3075.The geoid height was determined by GEOID03.
 CK3075
 CK3075.The dynamic height is computed by dividing the NAVD 88
 CK3075.geopotential number by the normal gravity value computed on the
 CK3075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3075.degrees latitude (g = 980.6199 gals.).
 CK3075
 CK3075.The modeled gravity was interpolated from observed gravity values.
 CK3075
 CK3075;                    North         East    Units  Estimated Accuracy
 CK3075;SPC SC       -   109,360.      677,800.      MT  (+/- 180 meters Scaled)
 CK3075
 CK3075                          SUPERSEDED SURVEY CONTROL
 CK3075
 CK3075  NGVD 29 (03/21/89)    9.671  (m)           31.73   (f) ADJUSTED    1 2
 CK3075
 CK3075.Superseded values are not recommended for survey control.
 CK3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3075.See file dsdata.txt to determine how the superseded data were derived.
 CK3075
 CK3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS681312(NAD 83)
 CK3075_MARKER: DB = BENCH MARK DISK
 CK3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3075_SP_SET: CONCRETE POST
 CK3075_STAMPING: VERT 10 237 1983
 CK3075_MARK LOGO: SCGS  
 CK3075_PROJECTION: RECESSED 7 CENTIMETERS
 CK3075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3075
 CK3075  HISTORY     - Date     Condition        Report By
 CK3075  HISTORY     - 1983     MONUMENTED       SCGS
 CK3075
 CK3075                          STATION DESCRIPTION
 CK3075
 CK3075'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3075'6.6 KM (4.1 MI) NW FROM RAVENEL.
 CK3075'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3075'RAVENEL POST OFFICE, THENCE 5.3 KILOMETERS (3.3 MILES) NORTHERLY ALONG
 CK3075'STATE HIGHWAY 165, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF A
 CK3075'SAND ROAD (ENTRANCE TO WESTVACO FOREST NURSERY), 18.9 METERS (62.0
 CK3075'FEET) SOUTH OF THE APPROXIMATE CENTER OF THE SAND ROAD, 13.4 METERS
 CK3075'(44.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 11.1 METERS (36.7
 CK3075'FEET) NORTH-NORTHWEST OF THE END OF A WOODEN FENCE.
 CK3075'THE MARK IS 0.90 M ABOVE HIGHWAY 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3069 ***********************************************************************
 CK3069  DESIGNATION -  10 238
 CK3069  PID         -  CK3069
 CK3069  STATE/COUNTY-  SC/CHARLESTON
 CK3069  USGS QUAD   -  OSBORN (1979)
 CK3069
 CK3069                         *CURRENT SURVEY CONTROL
 CK3069  ___________________________________________________________________
 CK3069* NAD 83(1986)-  32 50 00.     (N)    080 16 42.     (W)     SCALED    
 CK3069* NAVD 88     -        11.571  (meters)      37.96   (feet)  ADJUSTED  
 CK3069  ___________________________________________________________________
 CK3069  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 CK3069  DYNAMIC HT  -          11.559 (meters)      37.92  (feet)  COMP
 CK3069  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 CK3069
 CK3069  VERT ORDER  -  FIRST     CLASS II
 CK3069
 CK3069.The horizontal coordinates were scaled from a topographic map and have
 CK3069.an estimated accuracy of +/- 6 seconds.
 CK3069
 CK3069.The orthometric height was determined by differential leveling
 CK3069.and adjusted by the National Geodetic Survey in June 1991..
 CK3069
 CK3069.The geoid height was determined by GEOID03.
 CK3069
 CK3069.The dynamic height is computed by dividing the NAVD 88
 CK3069.geopotential number by the normal gravity value computed on the
 CK3069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3069.degrees latitude (g = 980.6199 gals.).
 CK3069
 CK3069.The modeled gravity was interpolated from observed gravity values.
 CK3069
 CK3069;                    North         East    Units  Estimated Accuracy
 CK3069;SPC SC       -   111,140.      677,160.      MT  (+/- 180 meters Scaled)
 CK3069
 CK3069                          SUPERSEDED SURVEY CONTROL
 CK3069
 CK3069  NGVD 29 (03/21/89)   11.866  (m)           38.93   (f) ADJUSTED    1 2
 CK3069
 CK3069.Superseded values are not recommended for survey control.
 CK3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3069.See file dsdata.txt to determine how the superseded data were derived.
 CK3069
 CK3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS675330(NAD 83)
 CK3069_MARKER: DB = BENCH MARK DISK
 CK3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3069_SP_SET: CONCRETE POST
 CK3069_STAMPING: VERT 10 238 1983
 CK3069_MARK LOGO: SCGS  
 CK3069_PROJECTION: FLUSH
 CK3069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3069
 CK3069  HISTORY     - Date     Condition        Report By
 CK3069  HISTORY     - 1983     MONUMENTED       SCGS
 CK3069
 CK3069                          STATION DESCRIPTION
 CK3069
 CK3069'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3069'8.4 KM (5.2 MI) NW FROM RAVENEL.
 CK3069'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3069'RAVENEL POST OFFICE, THENCE 7.1 KILOMETERS (4.4 MILES) NORTHERLY ALONG
 CK3069'STATE HIGHWAY 165, SET NEAR A POWER POLE IN THE YARD OF THE WHITE
 CK3069'CEMETARY, 15.5 METERS (51.0 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF
 CK3069'HIGHWAY, 7.9 METERS (26.0 FEET) EAST-SOUTHEAST OF A HEADSTONE WITH THE
 CK3069'MARKINGS OF (WARREN STEPHEN L. WARREN SEPT. 27 1907, AUG 19 1941),
 CK3069'17.4 METERS (57.0 FEET) NORTH-NORTHEAST OF A HEADSTONE WITH THE
 CK3069'MARKINGS OF (BRANTON DANIEL JOE 1888 1982 AND MAGGIE L.H. 1893 1935),
 CK3069'1.2 METERS (4.0 FEET) SOUTHWEST OF THE POWER POLE.
 CK3069'THE MARK IS 0.60 M ABOVE HIGHWAY 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3068 ***********************************************************************
 CK3068  DESIGNATION -  10 239
 CK3068  PID         -  CK3068
 CK3068  STATE/COUNTY-  SC/CHARLESTON
 CK3068  USGS QUAD   -  OSBORN (1979)
 CK3068
 CK3068                         *CURRENT SURVEY CONTROL
 CK3068  ___________________________________________________________________
 CK3068* NAD 83(1986)-  32 50 45.     (N)    080 17 02.     (W)     SCALED    
 CK3068* NAVD 88     -         8.869  (meters)      29.10   (feet)  ADJUSTED  
 CK3068  ___________________________________________________________________
 CK3068  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CK3068  DYNAMIC HT  -           8.859 (meters)      29.06  (feet)  COMP
 CK3068  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 CK3068
 CK3068  VERT ORDER  -  FIRST     CLASS II
 CK3068
 CK3068.The horizontal coordinates were scaled from a topographic map and have
 CK3068.an estimated accuracy of +/- 6 seconds.
 CK3068
 CK3068.The orthometric height was determined by differential leveling
 CK3068.and adjusted by the National Geodetic Survey in June 1991..
 CK3068
 CK3068.The geoid height was determined by GEOID03.
 CK3068
 CK3068.The dynamic height is computed by dividing the NAVD 88
 CK3068.geopotential number by the normal gravity value computed on the
 CK3068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3068.degrees latitude (g = 980.6199 gals.).
 CK3068
 CK3068.The modeled gravity was interpolated from observed gravity values.
 CK3068
 CK3068;                    North         East    Units  Estimated Accuracy
 CK3068;SPC SC       -   112,520.      676,630.      MT  (+/- 180 meters Scaled)
 CK3068
 CK3068                          SUPERSEDED SURVEY CONTROL
 CK3068
 CK3068  NGVD 29 (03/21/89)    9.163  (m)           30.06   (f) ADJUSTED    1 2
 CK3068
 CK3068.Superseded values are not recommended for survey control.
 CK3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3068.See file dsdata.txt to determine how the superseded data were derived.
 CK3068
 CK3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS670344(NAD 83)
 CK3068_MARKER: DB = BENCH MARK DISK
 CK3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3068_SP_SET: CONCRETE POST
 CK3068_STAMPING: VERT 10 239 1983
 CK3068_MARK LOGO: SCGS  
 CK3068_PROJECTION: RECESSED 7 CENTIMETERS
 CK3068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3068
 CK3068  HISTORY     - Date     Condition        Report By
 CK3068  HISTORY     - 1983     MONUMENTED       SCGS
 CK3068
 CK3068                          STATION DESCRIPTION
 CK3068
 CK3068'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3068'10.0 KM (6.2 MI) NW FROM RAVENEL.
 CK3068'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3068'RAVENEL POST OFFICE, THENCE 8.7 KILOMETERS (5.4 MILES) NORTHERLY ALONG
 CK3068'STATE HIGHWAY 165, SET NEAR THE SOUTHWEST CORNER OF A WIRE FENCE THAT
 CK3068'SURROUNDS A ONE STORY HOUSE ON THE SOUTH SIDE OF CORDRAYS GROCERY
 CK3068'STORE, 2.2 METERS (7.6 FEET) WEST-NORTHWEST OF THE WEST FENCE CORNER
 CK3068'WITH A 3-FOOT HIGH CEMENT POST, 21.4 METERS (70.3 FEET)
 CK3068'NORTH-NORTHWEST OF THE SOUTH FENCE CORNER WITH A 3-FOOT HIGH CEMENT
 CK3068'POST, 12.5 METERS (41.0 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 CK3068'HIGHWAY, 21.9 METERS (72.0 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST
 CK3068'CORNER OF THE STORE.
 CK3068'THE MARK IS 0.30 M ABOVE HIGHWAY 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0476 ***********************************************************************
 CJ0476  DESIGNATION -  10 240
 CJ0476  PID         -  CJ0476
 CJ0476  STATE/COUNTY-  SC/CHARLESTON
 CJ0476  USGS QUAD   -  CHARLESTON (1983)
 CJ0476
 CJ0476                         *CURRENT SURVEY CONTROL
 CJ0476  ___________________________________________________________________
 CJ0476* NAD 83(1986)-  32 50 36.     (N)    079 58 47.     (W)     SCALED    
 CJ0476* NAVD 88     -         2.427  (meters)       7.96   (feet)  ADJUSTED  
 CJ0476  ___________________________________________________________________
 CJ0476  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CJ0476  DYNAMIC HT  -           2.424 (meters)       7.95  (feet)  COMP
 CJ0476  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 CJ0476
 CJ0476  VERT ORDER  -  FIRST     CLASS II
 CJ0476
 CJ0476.The horizontal coordinates were scaled from a topographic map and have
 CJ0476.an estimated accuracy of +/- 6 seconds.
 CJ0476
 CJ0476.The orthometric height was determined by differential leveling
 CJ0476.and adjusted by the National Geodetic Survey in June 1991..
 CJ0476
 CJ0476.The geoid height was determined by GEOID03.
 CJ0476
 CJ0476.The dynamic height is computed by dividing the NAVD 88
 CJ0476.geopotential number by the normal gravity value computed on the
 CJ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0476.degrees latitude (g = 980.6199 gals.).
 CJ0476
 CJ0476.The modeled gravity was interpolated from observed gravity values.
 CJ0476
 CJ0476;                    North         East    Units  Estimated Accuracy
 CJ0476;SPC SC       -   112,480.      705,110.      MT  (+/- 180 meters Scaled)
 CJ0476
 CJ0476                          SUPERSEDED SURVEY CONTROL
 CJ0476
 CJ0476  NGVD 29 (03/21/89)    2.723  (m)            8.93   (f) ADJUSTED    1 2
 CJ0476
 CJ0476.Superseded values are not recommended for survey control.
 CJ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0476.See file dsdata.txt to determine how the superseded data were derived.
 CJ0476
 CJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS954343(NAD 83)
 CJ0476_MARKER: DB = BENCH MARK DISK
 CJ0476_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0476_SP_SET: PIER
 CJ0476_STAMPING: VERT 10 240 1983
 CJ0476_MARK LOGO: SCGS  
 CJ0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0476
 CJ0476  HISTORY     - Date     Condition        Report By
 CJ0476  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0476  HISTORY     - 19940830 GOOD             USPSQD
 CJ0476
 CJ0476                          STATION DESCRIPTION
 CJ0476
 CJ0476'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0476'IN NORTH CHARLESTON.
 CJ0476'5.9 KILOMETERS (3.7 MILES) NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 CJ0476'THE JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, SET VERTICALLY ON
 CJ0476'THE EAST SIDE OF STATE HIGHWAY 7 IN THE MIDDLE PIER OF THE SECOND ROW
 CJ0476'OF PIERS FOR THE OVERPASS BRIDGE OF INTERSTATE HIGHWAY 26.
 CJ0476'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 7.
 CJ0476
 CJ0476                          STATION RECOVERY (1994)
 CJ0476
 CJ0476'RECOVERY NOTE BY US POWER SQUADRON 1994
 CJ0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3078 ***********************************************************************
 CK3078  DESIGNATION -  10 241
 CK3078  PID         -  CK3078
 CK3078  STATE/COUNTY-  SC/CHARLESTON
 CK3078  USGS QUAD   -  OSBORN (1979)
 CK3078
 CK3078                         *CURRENT SURVEY CONTROL
 CK3078  ___________________________________________________________________
 CK3078* NAD 83(1986)-  32 47 27.     (N)    080 15 43.     (W)     SCALED    
 CK3078* NAVD 88     -         3.064  (meters)      10.05   (feet)  ADJUSTED  
 CK3078  ___________________________________________________________________
 CK3078  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 CK3078  DYNAMIC HT  -           3.061 (meters)      10.04  (feet)  COMP
 CK3078  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 CK3078
 CK3078  VERT ORDER  -  FIRST     CLASS II
 CK3078
 CK3078.The horizontal coordinates were scaled from a topographic map and have
 CK3078.an estimated accuracy of +/- 6 seconds.
 CK3078
 CK3078.The orthometric height was determined by differential leveling
 CK3078.and adjusted by the National Geodetic Survey in June 1991..
 CK3078
 CK3078.The geoid height was determined by GEOID03.
 CK3078
 CK3078.The dynamic height is computed by dividing the NAVD 88
 CK3078.geopotential number by the normal gravity value computed on the
 CK3078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3078.degrees latitude (g = 980.6199 gals.).
 CK3078
 CK3078.The modeled gravity was interpolated from observed gravity values.
 CK3078
 CK3078;                    North         East    Units  Estimated Accuracy
 CK3078;SPC SC       -   106,440.      678,730.      MT  (+/- 180 meters Scaled)
 CK3078
 CK3078                          SUPERSEDED SURVEY CONTROL
 CK3078
 CK3078  NGVD 29 (03/21/89)    3.358  (m)           11.02   (f) ADJUSTED    1 2
 CK3078
 CK3078.Superseded values are not recommended for survey control.
 CK3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3078.See file dsdata.txt to determine how the superseded data were derived.
 CK3078
 CK3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS691283(NAD 83)
 CK3078_MARKER: DB = BENCH MARK DISK
 CK3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3078_SP_SET: CONCRETE POST
 CK3078_STAMPING: VERT 10 241 1983
 CK3078_MARK LOGO: SCGS  
 CK3078_PROJECTION: PROJECTING 7 CENTIMETERS
 CK3078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3078
 CK3078  HISTORY     - Date     Condition        Report By
 CK3078  HISTORY     - 1983     MONUMENTED       SCGS
 CK3078  HISTORY     - 19910402 MARK NOT FOUND   SCGS
 CK3078  HISTORY     - 19940719 MARK NOT FOUND   SCGS
 CK3078  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK3078  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK3078
 CK3078                          STATION DESCRIPTION
 CK3078
 CK3078'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3078'3.5 KM (2.2 MI) NW FROM RAVENEL.
 CK3078'THE MARK IS 0.30 M BELOW HIGHWAY 165.
 CK3078'0.3 KILOMETER (02 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3078'RAVENEL POST OFFICE, THENCE 2.2 KILOMETERS (1.4 MILES) NORTHERLY ALONG
 CK3078'STATE HIGHWAY 165, SET NEAR A STEEL GATE AT THE INTERSECTION OF A DIRT
 CK3078'ROAD, 40.2 METERS (132.0 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 CK3078'HIGHWAY, 3.7 METERS (12.0 FEET) SOUTH OF A 12-INCH BLAZED OAK TREE,
 CK3078'2.6 METERS (8.6 FEET) NORTH OF THE APPROXIMATE CENTER OF THE DIRT
 CK3078'ROAD.
 CK3078'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 CK3078
 CK3078                          STATION RECOVERY (1991)
 CK3078
 CK3078'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3078'NOT RECOVERED, PRESUMED DESTROYED, MEASUREMENTS LED TO AN INDENT IN
 CK3078'THE GROUND, AREA LOOKS LIKE THE MARK WAS PULLED OUT.
 CK3078'RECOVERY BY J.R. WERNER.
 CK3078
 CK3078                          STATION RECOVERY (1994)
 CK3078
 CK3078'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK3078'MARK NOT FOUND.
 CK3078
 CK3078                          STATION RECOVERY (2001)
 CK3078
 CK3078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK3078
 CK3078                          STATION RECOVERY (2001)
 CK3078
 CK3078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2447 ***********************************************************************
 CK2447  DESIGNATION -  10 242
 CK2447  PID         -  CK2447
 CK2447  STATE/COUNTY-  SC/CHARLESTON
 CK2447  USGS QUAD   -  OSBORN (1979)
 CK2447
 CK2447                         *CURRENT SURVEY CONTROL
 CK2447  ___________________________________________________________________
 CK2447* NAD 83(1986)-  32 45 37.     (N)    080 18 44.     (W)     SCALED    
 CK2447* NAVD 88     -        13.831  (meters)      45.38   (feet)  ADJUSTED  
 CK2447  ___________________________________________________________________
 CK2447  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 CK2447  DYNAMIC HT  -          13.816 (meters)      45.33  (feet)  COMP
 CK2447  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 CK2447
 CK2447  VERT ORDER  -  FIRST     CLASS II
 CK2447
 CK2447.The horizontal coordinates were scaled from a topographic map and have
 CK2447.an estimated accuracy of +/- 6 seconds.
 CK2447
 CK2447.The orthometric height was determined by differential leveling
 CK2447.and adjusted by the National Geodetic Survey in June 1991..
 CK2447
 CK2447.The geoid height was determined by GEOID03.
 CK2447
 CK2447.The dynamic height is computed by dividing the NAVD 88
 CK2447.geopotential number by the normal gravity value computed on the
 CK2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2447.degrees latitude (g = 980.6199 gals.).
 CK2447
 CK2447.The modeled gravity was interpolated from observed gravity values.
 CK2447
 CK2447;                    North         East    Units  Estimated Accuracy
 CK2447;SPC SC       -   103,010.      674,040.      MT  (+/- 180 meters Scaled)
 CK2447
 CK2447                          SUPERSEDED SURVEY CONTROL
 CK2447
 CK2447  NGVD 29 (03/21/89)   14.123  (m)           46.34   (f) ADJUSTED    1 2
 CK2447
 CK2447.Superseded values are not recommended for survey control.
 CK2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2447.See file dsdata.txt to determine how the superseded data were derived.
 CK2447
 CK2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS644249(NAD 83)
 CK2447_MARKER: DB = BENCH MARK DISK
 CK2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2447_SP_SET: CONCRETE POST
 CK2447_STAMPING: VERT 10 242 1983
 CK2447_MARK LOGO: SCGS  
 CK2447_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2447+STABILITY: SURFACE MOTION
 CK2447
 CK2447  HISTORY     - Date     Condition        Report By
 CK2447  HISTORY     - 1983     MONUMENTED       SCGS
 CK2447  HISTORY     - 20010331 GOOD             NGS
 CK2447  HISTORY     - 20011210 GOOD             NGS
 CK2447
 CK2447                          STATION DESCRIPTION
 CK2447
 CK2447'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2447'6.6 KM (4.1 MI) WEST FROM RAVENEL.
 CK2447'6.85 KILOMETERS (4.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2447'RAVENEL POST OFFICE, SET IN THE SOUTHEAST ANGLE OF A PAVED ROAD
 CK2447'LEADING TO STOLLER CHEMICAL COMPANY, 41.8 METERS (137.0 FEET) SOUTH OF
 CK2447'THE CENTERLINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 17, 8.6 METERS
 CK2447'(28.5 FEET) EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 7.3
 CK2447'METERS (24.0 FEET) SOUTHWEST OF A 12-INCH BLAZED PINE TREE, 1.4 METERS
 CK2447'(4.6 FEET) NORTH OF POWER POLE.
 CK2447'THE MARK IS 0.9 METERS  WSW FROM A WITNESS POST.
 CK2447'THE MARK IS 0.3 M ABOVE HIGHWAY 17.
 CK2447
 CK2447                          STATION RECOVERY (2001)
 CK2447
 CK2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2447'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2447
 CK2447                          STATION RECOVERY (2001)
 CK2447
 CK2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2447'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2446 ***********************************************************************
 CK2446  DESIGNATION -  10 243
 CK2446  PID         -  CK2446
 CK2446  STATE/COUNTY-  SC/CHARLESTON
 CK2446  USGS QUAD   -  OSBORN (1979)
 CK2446
 CK2446                         *CURRENT SURVEY CONTROL
 CK2446  ___________________________________________________________________
 CK2446* NAD 83(1986)-  32 46 00.     (N)    080 17 47.     (W)     SCALED    
 CK2446* NAVD 88     -        14.133  (meters)      46.37   (feet)  ADJUSTED  
 CK2446  ___________________________________________________________________
 CK2446  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CK2446  DYNAMIC HT  -          14.117 (meters)      46.32  (feet)  COMP
 CK2446  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 CK2446
 CK2446  VERT ORDER  -  FIRST     CLASS II
 CK2446
 CK2446.The horizontal coordinates were scaled from a topographic map and have
 CK2446.an estimated accuracy of +/- 6 seconds.
 CK2446
 CK2446.The orthometric height was determined by differential leveling
 CK2446.and adjusted by the National Geodetic Survey in June 1991..
 CK2446
 CK2446.The geoid height was determined by GEOID03.
 CK2446
 CK2446.The dynamic height is computed by dividing the NAVD 88
 CK2446.geopotential number by the normal gravity value computed on the
 CK2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2446.degrees latitude (g = 980.6199 gals.).
 CK2446
 CK2446.The modeled gravity was interpolated from observed gravity values.
 CK2446
 CK2446;                    North         East    Units  Estimated Accuracy
 CK2446;SPC SC       -   103,730.      675,520.      MT  (+/- 180 meters Scaled)
 CK2446
 CK2446                          SUPERSEDED SURVEY CONTROL
 CK2446
 CK2446  NGVD 29 (03/21/89)   14.425  (m)           47.33   (f) ADJUSTED    1 2
 CK2446
 CK2446.Superseded values are not recommended for survey control.
 CK2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2446.See file dsdata.txt to determine how the superseded data were derived.
 CK2446
 CK2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS659256(NAD 83)
 CK2446_MARKER: DB = BENCH MARK DISK
 CK2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2446_SP_SET: CONCRETE POST
 CK2446_STAMPING: VERT 10 243 1983
 CK2446_MARK LOGO: SCGS  
 CK2446_PROJECTION: FLUSH
 CK2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2446+STABILITY: SURFACE MOTION
 CK2446
 CK2446  HISTORY     - Date     Condition        Report By
 CK2446  HISTORY     - 1983     MONUMENTED       SCGS
 CK2446  HISTORY     - 20010331 GOOD             NGS
 CK2446  HISTORY     - 20011210 GOOD             NGS
 CK2446
 CK2446                          STATION DESCRIPTION
 CK2446
 CK2446'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2446'4.9 KM (3.05 MI) WEST FROM RAVENEL.
 CK2446'5.05 KILOMETERS (3.15 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2446'RAVENEL POST OFFICE, SET NEAR A POWER POLE AT A REST STOP, 64.5 METERS
 CK2446'(211.5 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 CK2446'OF U.S. HIGHWAY 17, 18.0 METERS (58.9 FEET) SOUTH-SOUTHEAST OF A 24
 CK2446'INCH BLAZED PINE TREE, 1.7 METERS (5.6 FEET) WEST-NORTHWEST OF THE
 CK2446'POWER POLE.
 CK2446'THE MARK IS 0.9 METERS  SSW FROM A WITNESS POST.
 CK2446'THE MARK IS ABOVE LEVEL WITH REST AREA.
 CK2446
 CK2446                          STATION RECOVERY (2001)
 CK2446
 CK2446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2446'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2446
 CK2446                          STATION RECOVERY (2001)
 CK2446
 CK2446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2446'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2445 ***********************************************************************
 CK2445  DESIGNATION -  10 244
 CK2445  PID         -  CK2445
 CK2445  STATE/COUNTY-  SC/CHARLESTON
 CK2445  USGS QUAD   -  OSBORN (1979)
 CK2445
 CK2445                         *CURRENT SURVEY CONTROL
 CK2445  ___________________________________________________________________
 CK2445* NAD 83(1986)-  32 46 12.     (N)    080 16 59.     (W)     SCALED    
 CK2445* NAVD 88     -        14.021  (meters)      46.00   (feet)  ADJUSTED  
 CK2445  ___________________________________________________________________
 CK2445  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 CK2445  DYNAMIC HT  -          14.006 (meters)      45.95  (feet)  COMP
 CK2445  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 CK2445
 CK2445  VERT ORDER  -  FIRST     CLASS II
 CK2445
 CK2445.The horizontal coordinates were scaled from a topographic map and have
 CK2445.an estimated accuracy of +/- 6 seconds.
 CK2445
 CK2445.The orthometric height was determined by differential leveling
 CK2445.and adjusted by the National Geodetic Survey in June 1991..
 CK2445
 CK2445.The geoid height was determined by GEOID03.
 CK2445
 CK2445.The dynamic height is computed by dividing the NAVD 88
 CK2445.geopotential number by the normal gravity value computed on the
 CK2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2445.degrees latitude (g = 980.6199 gals.).
 CK2445
 CK2445.The modeled gravity was interpolated from observed gravity values.
 CK2445
 CK2445;                    North         East    Units  Estimated Accuracy
 CK2445;SPC SC       -   104,110.      676,770.      MT  (+/- 180 meters Scaled)
 CK2445
 CK2445                          SUPERSEDED SURVEY CONTROL
 CK2445
 CK2445  NGVD 29 (03/21/89)   14.314  (m)           46.96   (f) ADJUSTED    1 2
 CK2445
 CK2445.Superseded values are not recommended for survey control.
 CK2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2445.See file dsdata.txt to determine how the superseded data were derived.
 CK2445
 CK2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS671260(NAD 83)
 CK2445_MARKER: DB = BENCH MARK DISK
 CK2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2445_SP_SET: CONCRETE POST
 CK2445_STAMPING: VERT 10 244 1983
 CK2445_MARK LOGO: SCGS  
 CK2445_PROJECTION: RECESSED 7 CENTIMETERS
 CK2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2445+STABILITY: SURFACE MOTION
 CK2445
 CK2445  HISTORY     - Date     Condition        Report By
 CK2445  HISTORY     - 1983     MONUMENTED       SCGS
 CK2445  HISTORY     - 20010331 GOOD             NGS
 CK2445  HISTORY     - 20011210 GOOD             NGS
 CK2445
 CK2445                          STATION DESCRIPTION
 CK2445
 CK2445'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2445'3.5 KM (2.2 MI) WEST FROM RAVENEL.
 CK2445'3.6 KILOMETERS (2.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2445'RAVENEL POST OFFICE, SET NEAR A POWER POLE ON THE EAST SIDE OF A
 CK2445'ONE-STORY BRICK HOUSE, 51.0 METERS (167.4 FEET) NORTH-NORTHWEST OF THE
 CK2445'CENTERLINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 17, 20.6 METERS
 CK2445'(67.9 FEET) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 12.8
 CK2445'METERS (42.0 FEET) WEST OF THE TIMBER LINE, 2.0 METERS (6.8 FEET) EAST
 CK2445'OF THE POWER POLE.
 CK2445'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17.
 CK2445
 CK2445                          STATION RECOVERY (2001)
 CK2445
 CK2445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2445'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2445
 CK2445                          STATION RECOVERY (2001)
 CK2445
 CK2445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2445'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2444 ***********************************************************************
 CK2444  DESIGNATION -  10 245
 CK2444  PID         -  CK2444
 CK2444  STATE/COUNTY-  SC/CHARLESTON
 CK2444  USGS QUAD   -  OSBORN (1979)
 CK2444
 CK2444                         *CURRENT SURVEY CONTROL
 CK2444  ___________________________________________________________________
 CK2444* NAD 83(1986)-  32 46 25.     (N)    080 15 52.     (W)     SCALED    
 CK2444* NAVD 88     -        12.599  (meters)      41.34   (feet)  ADJUSTED  
 CK2444  ___________________________________________________________________
 CK2444  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 CK2444  DYNAMIC HT  -          12.585 (meters)      41.29  (feet)  COMP
 CK2444  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 CK2444
 CK2444  VERT ORDER  -  FIRST     CLASS II
 CK2444
 CK2444.The horizontal coordinates were scaled from a topographic map and have
 CK2444.an estimated accuracy of +/- 6 seconds.
 CK2444
 CK2444.The orthometric height was determined by differential leveling
 CK2444.and adjusted by the National Geodetic Survey in June 1991..
 CK2444
 CK2444.The geoid height was determined by GEOID03.
 CK2444
 CK2444.The dynamic height is computed by dividing the NAVD 88
 CK2444.geopotential number by the normal gravity value computed on the
 CK2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2444.degrees latitude (g = 980.6199 gals.).
 CK2444
 CK2444.The modeled gravity was interpolated from observed gravity values.
 CK2444
 CK2444;                    North         East    Units  Estimated Accuracy
 CK2444;SPC SC       -   104,520.      678,510.      MT  (+/- 180 meters Scaled)
 CK2444
 CK2444                          SUPERSEDED SURVEY CONTROL
 CK2444
 CK2444  NGVD 29 (03/21/89)   12.893  (m)           42.30   (f) ADJUSTED    1 2
 CK2444
 CK2444.Superseded values are not recommended for survey control.
 CK2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2444.See file dsdata.txt to determine how the superseded data were derived.
 CK2444
 CK2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS688264(NAD 83)
 CK2444_MARKER: DB = BENCH MARK DISK
 CK2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2444_SP_SET: CONCRETE POST
 CK2444_STAMPING: 10 245 1983
 CK2444_MARK LOGO: SCGS  
 CK2444_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2444+STABILITY: SURFACE MOTION
 CK2444
 CK2444  HISTORY     - Date     Condition        Report By
 CK2444  HISTORY     - 1983     MONUMENTED       SCGS
 CK2444  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2444  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2444
 CK2444                          STATION DESCRIPTION
 CK2444
 CK2444'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2444'1.8 KM (1.1 MI) WEST FROM RAVENEL.
 CK2444'1.85 KILOMETERS (1.15 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK2444'RAVENEL POST OFFICE, SET NEAR A POWER POLE, 23.3 METERS (76.6 FEET)
 CK2444'NORTH-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY
 CK2444'17, 7.2 METERS (23.8 FEET) NORTHEAST OF THE POWER POLE, 6.1 METERS
 CK2444'(20.0 FEET) SOUTH-SOUTHWEST OF A 12-INCH BLAZED OAK TREE.
 CK2444'THE MARK IS 1.1 METERS  ENE FROM A WITNESS POST.
 CK2444'THE MARK IS 1.0 M BELOW HIGHWAY 17.
 CK2444
 CK2444                          STATION RECOVERY (2001)
 CK2444
 CK2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2444'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2444
 CK2444                          STATION RECOVERY (2001)
 CK2444
 CK2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2444'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2506 ***********************************************************************
 CK2506  DESIGNATION -  10 246
 CK2506  PID         -  CK2506
 CK2506  STATE/COUNTY-  SC/CHARLESTON
 CK2506  USGS QUAD   -  ROCKVILLE (1971)
 CK2506
 CK2506                         *CURRENT SURVEY CONTROL
 CK2506  ___________________________________________________________________
 CK2506* NAD 83(1986)-  32 34 33.     (N)    080 14 35.     (W)     SCALED    
 CK2506* NAVD 88     -         2.532  (meters)       8.31   (feet)  ADJUSTED  
 CK2506  ___________________________________________________________________
 CK2506  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 CK2506  DYNAMIC HT  -           2.529 (meters)       8.30  (feet)  COMP
 CK2506  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 CK2506
 CK2506  VERT ORDER  -  FIRST     CLASS II
 CK2506
 CK2506.The horizontal coordinates were scaled from a topographic map and have
 CK2506.an estimated accuracy of +/- 6 seconds.
 CK2506
 CK2506.The orthometric height was determined by differential leveling
 CK2506.and adjusted by the National Geodetic Survey in June 1991..
 CK2506
 CK2506.The geoid height was determined by GEOID03.
 CK2506
 CK2506.The dynamic height is computed by dividing the NAVD 88
 CK2506.geopotential number by the normal gravity value computed on the
 CK2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2506.degrees latitude (g = 980.6199 gals.).
 CK2506
 CK2506.The modeled gravity was interpolated from observed gravity values.
 CK2506
 CK2506;                    North         East    Units  Estimated Accuracy
 CK2506;SPC SC       -    82,610.      680,670.      MT  (+/- 180 meters Scaled)
 CK2506
 CK2506                          SUPERSEDED SURVEY CONTROL
 CK2506
 CK2506  NGVD 29 (03/21/89)    2.823  (m)            9.26   (f) ADJUSTED    1 2
 CK2506
 CK2506.Superseded values are not recommended for survey control.
 CK2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2506.See file dsdata.txt to determine how the superseded data were derived.
 CK2506
 CK2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS710045(NAD 83)
 CK2506_MARKER: DB = BENCH MARK DISK
 CK2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2506_SP_SET: CONCRETE POST
 CK2506_STAMPING: VERT 10 246 1983
 CK2506_MARK LOGO: SCGS  
 CK2506_PROJECTION: RECESSED 7 CENTIMETERS
 CK2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2506+STABILITY: SURFACE MOTION
 CK2506
 CK2506  HISTORY     - Date     Condition        Report By
 CK2506  HISTORY     - 1983     MONUMENTED       SCGS
 CK2506  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2506  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2506
 CK2506                          STATION DESCRIPTION
 CK2506
 CK2506'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2506'IN EDISTO ISLAND.
 CK2506'2.95 KILOMETERS (1.85 MILES) EASTERLY ALONG COUNTY ROAD S-10-1452 FROM
 CK2506'THE EDISTO ISLAND POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 174 ON
 CK2506'EDISTO ISLAND TO THE END OF THE PAVEMENT, CONTINUE EASTERLY ALONG A
 CK2506'SAND ROAD FOR 1.1 KILOMETERS (0.7 MILE) TO A TEE-INTERSECTION, SET IN
 CK2506'THE SOUTHWEST ANGLE OF THE INTERSECTION, 6.7 METERS (22.0 FEET)
 CK2506'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE MAIN SAND ROAD,
 CK2506'15.8 METERS (52.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 CK2506'SAND ROAD LEADING SOUTHEAST, 3.0 METERS (10.0 FEET) WEST-NORTHWEST OF
 CK2506'THE APPROXIMATE CENTER OF THE FIELD ROAD ENTRANCE.
 CK2506'THE MARK IS 0.50 METERS  E FROM A WITNESS POST.
 CK2506'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2506
 CK2506                          STATION RECOVERY (2001)
 CK2506
 CK2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2506'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2506
 CK2506                          STATION RECOVERY (2001)
 CK2506
 CK2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2506'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2505 ***********************************************************************
 CK2505  DESIGNATION -  10 247
 CK2505  PID         -  CK2505
 CK2505  STATE/COUNTY-  SC/CHARLESTON
 CK2505  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2505
 CK2505                         *CURRENT SURVEY CONTROL
 CK2505  ___________________________________________________________________
 CK2505* NAD 83(1986)-  32 34 14.     (N)    080 15 09.     (W)     SCALED    
 CK2505* NAVD 88     -         2.370  (meters)       7.78   (feet)  ADJUSTED  
 CK2505  ___________________________________________________________________
 CK2505  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CK2505  DYNAMIC HT  -           2.367 (meters)       7.77  (feet)  COMP
 CK2505  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CK2505
 CK2505  VERT ORDER  -  FIRST     CLASS II
 CK2505
 CK2505.The horizontal coordinates were scaled from a topographic map and have
 CK2505.an estimated accuracy of +/- 6 seconds.
 CK2505
 CK2505.The orthometric height was determined by differential leveling
 CK2505.and adjusted by the National Geodetic Survey in June 1991..
 CK2505
 CK2505.The geoid height was determined by GEOID03.
 CK2505
 CK2505.The dynamic height is computed by dividing the NAVD 88
 CK2505.geopotential number by the normal gravity value computed on the
 CK2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2505.degrees latitude (g = 980.6199 gals.).
 CK2505
 CK2505.The modeled gravity was interpolated from observed gravity values.
 CK2505
 CK2505;                    North         East    Units  Estimated Accuracy
 CK2505;SPC SC       -    82,020.      679,790.      MT  (+/- 180 meters Scaled)
 CK2505
 CK2505                          SUPERSEDED SURVEY CONTROL
 CK2505
 CK2505  NGVD 29 (03/21/89)    2.661  (m)            8.73   (f) ADJUSTED    1 2
 CK2505
 CK2505.Superseded values are not recommended for survey control.
 CK2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2505.See file dsdata.txt to determine how the superseded data were derived.
 CK2505
 CK2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS701039(NAD 83)
 CK2505_MARKER: DB = BENCH MARK DISK
 CK2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2505_SP_SET: CONCRETE POST
 CK2505_STAMPING: VERT 10 247 1983
 CK2505_MARK LOGO: SCGS  
 CK2505_PROJECTION: RECESSED 7 CENTIMETERS
 CK2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2505+STABILITY: SURFACE MOTION
 CK2505
 CK2505  HISTORY     - Date     Condition        Report By
 CK2505  HISTORY     - 1983     MONUMENTED       SCGS
 CK2505  HISTORY     - 20010331 GOOD             NGS
 CK2505  HISTORY     - 20011210 GOOD             NGS
 CK2505
 CK2505                          STATION DESCRIPTION
 CK2505
 CK2505'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2505'IN EDISTO ISLAND.
 CK2505'2.95 KILOMETERS (1.85 MILES) EASTERLY ALONG COUNTY ROAD S-10-1452 FROM
 CK2505'THE EDISTO ISLAND POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 174 ON
 CK2505'EDISTO ISLAND TO END OF THE PAVEMENT, SET NEAR A POWER POLE IN THE
 CK2505'FRONT YARD OF A ONE-STORY WOOD HOUSE, 25.9 METERS (85.0 FEET)
 CK2505'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE-STORY WOOD HOUSE,
 CK2505'43.3 METERS (142.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A
 CK2505'SAND DRIVE, 12.2 METERS (40.0 FEET) NORTH-NORTHWEST OF THE CENTERLINE
 CK2505'OF THE COUNTY ROAD, 0.7 METER (2.2 FEET) SOUTH-SOUTHEAST OF POWER POLE
 CK2505'NUMBER 231652.
 CK2505'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
 CK2505
 CK2505                          STATION RECOVERY (2001)
 CK2505
 CK2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2505'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2505
 CK2505                          STATION RECOVERY (2001)
 CK2505
 CK2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2505'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2504 ***********************************************************************
 CK2504  DESIGNATION -  10 248
 CK2504  PID         -  CK2504
 CK2504  STATE/COUNTY-  SC/CHARLESTON
 CK2504  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2504
 CK2504                         *CURRENT SURVEY CONTROL
 CK2504  ___________________________________________________________________
 CK2504* NAD 83(1986)-  32 33 55.     (N)    080 16 05.     (W)     SCALED    
 CK2504* NAVD 88     -         3.155  (meters)      10.35   (feet)  ADJUSTED  
 CK2504  ___________________________________________________________________
 CK2504  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 CK2504  DYNAMIC HT  -           3.151 (meters)      10.34  (feet)  COMP
 CK2504  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 CK2504
 CK2504  VERT ORDER  -  FIRST     CLASS II
 CK2504
 CK2504.The horizontal coordinates were scaled from a topographic map and have
 CK2504.an estimated accuracy of +/- 6 seconds.
 CK2504
 CK2504.The orthometric height was determined by differential leveling
 CK2504.and adjusted by the National Geodetic Survey in June 1991..
 CK2504
 CK2504.The geoid height was determined by GEOID03.
 CK2504
 CK2504.The dynamic height is computed by dividing the NAVD 88
 CK2504.geopotential number by the normal gravity value computed on the
 CK2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2504.degrees latitude (g = 980.6199 gals.).
 CK2504
 CK2504.The modeled gravity was interpolated from observed gravity values.
 CK2504
 CK2504;                    North         East    Units  Estimated Accuracy
 CK2504;SPC SC       -    81,420.      678,330.      MT  (+/- 180 meters Scaled)
 CK2504
 CK2504                          SUPERSEDED SURVEY CONTROL
 CK2504
 CK2504  NGVD 29 (03/21/89)    3.446  (m)           11.31   (f) ADJUSTED    1 2
 CK2504
 CK2504.Superseded values are not recommended for survey control.
 CK2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2504.See file dsdata.txt to determine how the superseded data were derived.
 CK2504
 CK2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS687033(NAD 83)
 CK2504_MARKER: DB = BENCH MARK DISK
 CK2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2504_SP_SET: CONCRETE POST
 CK2504_STAMPING: VERT 10 248 1983
 CK2504_MARK LOGO: SCGS  
 CK2504_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2504+STABILITY: SURFACE MOTION
 CK2504
 CK2504  HISTORY     - Date     Condition        Report By
 CK2504  HISTORY     - 1983     MONUMENTED       SCGS
 CK2504  HISTORY     - 20010331 GOOD             NGS
 CK2504  HISTORY     - 20011210 GOOD             NGS
 CK2504
 CK2504                          STATION DESCRIPTION
 CK2504
 CK2504'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2504'IN EDISTO ISLAND.
 CK2504'1.2 KILOMETERS (0.75 MILE) EASTERLY ALONG COUNTY ROAD S-10-1452 FROM
 CK2504'THE EDISTO ISLAND POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 174 ON
 CK2504'EDISTO ISLAND, SET NEAR A 100-INCH OAK TREE AT THE INTERSECTION OF A
 CK2504'SAND ROAD, 29.6 METERS (97.0 FEET) NORTHWEST OF THE CENTERLINE OF THE
 CK2504'COUNTY ROAD, 6.4 METERS (21.0 FEET) NORTHEAST OF THE APPROXIMATE
 CK2504'CENTER OF THE SAND ROAD, 3.8 METERS (12.6 FEET) EAST OF THE 100-INCH
 CK2504'OAK TREE.
 CK2504'THE MARK IS 0.50 METERS  SSW FROM A WITNESS POST.
 CK2504'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2504
 CK2504                          STATION RECOVERY (2001)
 CK2504
 CK2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2504'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2504
 CK2504                          STATION RECOVERY (2001)
 CK2504
 CK2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2504'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2518 ***********************************************************************
 CK2518  DESIGNATION -  10 249
 CK2518  PID         -  CK2518
 CK2518  STATE/COUNTY-  SC/CHARLESTON
 CK2518  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2518
 CK2518                         *CURRENT SURVEY CONTROL
 CK2518  ___________________________________________________________________
 CK2518* NAD 83(1986)-  32 32 44.     (N)    080 19 46.     (W)     SCALED    
 CK2518* NAVD 88     -         3.772  (meters)      12.38   (feet)  ADJUSTED  
 CK2518  ___________________________________________________________________
 CK2518  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 CK2518  DYNAMIC HT  -           3.768 (meters)      12.36  (feet)  COMP
 CK2518  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CK2518
 CK2518  VERT ORDER  -  FIRST     CLASS II
 CK2518
 CK2518.The horizontal coordinates were scaled from a topographic map and have
 CK2518.an estimated accuracy of +/- 6 seconds.
 CK2518
 CK2518.The orthometric height was determined by differential leveling
 CK2518.and adjusted by the National Geodetic Survey in June 1991..
 CK2518
 CK2518.The geoid height was determined by GEOID03.
 CK2518
 CK2518.The dynamic height is computed by dividing the NAVD 88
 CK2518.geopotential number by the normal gravity value computed on the
 CK2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2518.degrees latitude (g = 980.6199 gals.).
 CK2518
 CK2518.The modeled gravity was interpolated from observed gravity values.
 CK2518
 CK2518;                    North         East    Units  Estimated Accuracy
 CK2518;SPC SC       -    79,190.      672,580.      MT  (+/- 180 meters Scaled)
 CK2518
 CK2518                          SUPERSEDED SURVEY CONTROL
 CK2518
 CK2518  NGVD 29 (03/21/89)    4.063  (m)           13.33   (f) ADJUSTED    1 2
 CK2518
 CK2518.Superseded values are not recommended for survey control.
 CK2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2518.See file dsdata.txt to determine how the superseded data were derived.
 CK2518
 CK2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS629011(NAD 83)
 CK2518_MARKER: DD = SURVEY DISK
 CK2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2518_SP_SET: CONCRETE POST
 CK2518_STAMPING: VERT 10 249 1983
 CK2518_MARK LOGO: SCGS  
 CK2518_PROJECTION: FLUSH
 CK2518_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2518+STABILITY: SURFACE MOTION
 CK2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2518+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 CK2518
 CK2518  HISTORY     - Date     Condition        Report By
 CK2518  HISTORY     - 1983     MONUMENTED       SCGS
 CK2518  HISTORY     - 20010331 GOOD             NGS
 CK2518  HISTORY     - 20011210 GOOD             NGS
 CK2518  HISTORY     - 20050810 GOOD             SCGS
 CK2518
 CK2518                          STATION DESCRIPTION
 CK2518
 CK2518'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2518'20.3 KM (12.6 MI) SE FROM ADAMS RUN.
 CK2518'0.25 KILOMETER (0.15 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE
 CK2518'EDISTO ISLAND POST OFFICE ON EDISTO ISLAND, THENCE 4.9 KILOMETERS
 CK2518'(3.05 MILES) WESTERLY ALONG COUNTY ROAD S-10-767, SET NEAR A POWER
 CK2518'POLE WITH ONE GUY WIRE, 1.0 METER (3.3 FEET) EAST-NORTHEAST OF POWER
 CK2518'POLE NUMBER 98941, 5.6 METERS (18.5 FEET) SOUTH-SOUTHEAST OF THE
 CK2518'TIMBER LINE, 9.1 METERS (30.0 FEET) NORTH-NORTHWEST OF THE CENTERLINE
 CK2518'OF THE COUNTY ROAD.
 CK2518'THE MARK IS 0.80 METERS  WSW FROM A WITNESS POST.
 CK2518'THE MARK IS 0.20 M ABOVE COUNTY ROAD.
 CK2518
 CK2518                          STATION RECOVERY (2001)
 CK2518
 CK2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2518'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2518
 CK2518                          STATION RECOVERY (2001)
 CK2518
 CK2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2518'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2518
 CK2518                          STATION RECOVERY (2005)
 CK2518
 CK2518'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2518'THE STATION IS LOCATED 4.6 MI (7.4 KM) NORTH OF EDISTO BEACH, 28.0 MI
 CK2518'(45.06 KM) SOUTHWEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2518'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2518'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK2518'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK2518'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK2518'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 5.0 MI
 CK2518'(8.05 KM) TO THE JUNCTION OF A PAVED ROAD (CHISOLM PLANTATION ROAD),
 CK2518'CONTINUE ON HIGHWAY 174 FOR 3.3 MI (5.31 KM) TO THE JUNCTION OF STATE
 CK2518'ROAD 767 (PETERS POINT ROAD), TURN RIGHT ON ROAD 767 FOR 3.1 MI (4.99
 CK2518'KM) TO THE STATION ON THE RIGHT NEAR A WOOD FENCE. STATION IS A
 CK2518'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FT (0.5 M) ABOVE THE ROAD,
 CK2518'29.5 FT (9.0 M) NORTH OF THE CENTER OF THE ROAD, 5.5 FT (1.7 M) WEST
 CK2518'SOUTHWEST OF A POWER POLE NUMBER 60/98941 WITH TWO GUY WIRES, 0.4 FT
 CK2518'(0.1 M) WEST SOUTHWEST OF THE FENCE LINE, 2.5 FT (0.8 M) EAST
 CK2518'NORTHEAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2517 ***********************************************************************
 CK2517  DESIGNATION -  10 250
 CK2517  PID         -  CK2517
 CK2517  STATE/COUNTY-  SC/CHARLESTON
 CK2517  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2517
 CK2517                         *CURRENT SURVEY CONTROL
 CK2517  ___________________________________________________________________
 CK2517* NAD 83(1986)-  32 33 03.     (N)    080 18 49.     (W)     SCALED    
 CK2517* NAVD 88     -         3.781  (meters)      12.40   (feet)  ADJUSTED  
 CK2517  ___________________________________________________________________
 CK2517  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CK2517  DYNAMIC HT  -           3.777 (meters)      12.39  (feet)  COMP
 CK2517  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CK2517
 CK2517  VERT ORDER  -  FIRST     CLASS II
 CK2517
 CK2517.The horizontal coordinates were scaled from a topographic map and have
 CK2517.an estimated accuracy of +/- 6 seconds.
 CK2517
 CK2517.The orthometric height was determined by differential leveling
 CK2517.and adjusted by the National Geodetic Survey in June 1991..
 CK2517
 CK2517.The geoid height was determined by GEOID03.
 CK2517
 CK2517.The dynamic height is computed by dividing the NAVD 88
 CK2517.geopotential number by the normal gravity value computed on the
 CK2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2517.degrees latitude (g = 980.6199 gals.).
 CK2517
 CK2517.The modeled gravity was interpolated from observed gravity values.
 CK2517
 CK2517;                    North         East    Units  Estimated Accuracy
 CK2517;SPC SC       -    79,790.      674,070.      MT  (+/- 180 meters Scaled)
 CK2517
 CK2517                          SUPERSEDED SURVEY CONTROL
 CK2517
 CK2517  NGVD 29 (03/21/89)    4.073  (m)           13.36   (f) ADJUSTED    1 2
 CK2517
 CK2517.Superseded values are not recommended for survey control.
 CK2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2517.See file dsdata.txt to determine how the superseded data were derived.
 CK2517
 CK2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS644017(NAD 83)
 CK2517_MARKER: DD = SURVEY DISK
 CK2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2517_SP_SET: CONCRETE POST
 CK2517_STAMPING: VERT 10 250 1983
 CK2517_MARK LOGO: SCGS  
 CK2517_PROJECTION: RECESSED 5 CENTIMETERS
 CK2517_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2517+STABILITY: SURFACE MOTION
 CK2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2517+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 CK2517
 CK2517  HISTORY     - Date     Condition        Report By
 CK2517  HISTORY     - 1983     MONUMENTED       SCGS
 CK2517  HISTORY     - 20010331 GOOD             NGS
 CK2517  HISTORY     - 20011210 GOOD             NGS
 CK2517  HISTORY     - 20050810 GOOD             SCGS
 CK2517
 CK2517                          STATION DESCRIPTION
 CK2517
 CK2517'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2517'20.0 KM (12.4 MI) SE FROM ADAMS RUN.
 CK2517'0.25 KILOMETER (0.15 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE
 CK2517'EDISTO ISLAND POST OFFICE ON EDISTO ISLAND, THENCE 3.4 KILOMETERS (2.1
 CK2517'MILES) WESTERLY ALONG COUNTY ROAD S-10-767, SET NEAR A TWIN TRUNK OAK
 CK2517'TREE IN THE FRONT YARD OF A ONE-STORY STUCCO HOUSE, 2.3 METERS (7.4
 CK2517'FEET) NORTHEAST OF THE 48-INCH TWIN TRUNK OAK TREE, 6.1 METERS (20.2
 CK2517'FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND DRIVE TO
 CK2517'HOUSE, 10.8 METERS (35.4 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF
 CK2517'COUNTY ROAD, 26.3 METERS (86.2 FEET) EAST-SOUTHEAST OF THE SOUTHEAST
 CK2517'CORNER OF THE HOUSE.
 CK2517'THE MARK IS 0.50 M ABOVE COUNTY ROAD.
 CK2517
 CK2517                          STATION RECOVERY (2001)
 CK2517
 CK2517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2517'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2517
 CK2517                          STATION RECOVERY (2001)
 CK2517
 CK2517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2517'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2517
 CK2517                          STATION RECOVERY (2005)
 CK2517
 CK2517'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2517'STATION IS LOCATED 5.1 MI (8.21 KM) NORTH NORTHEAST OF EDISTO BEACH,
 CK2517'27.1 MI (43.61 KM) SOUTHWEST OF CHARLESTON.  OWNERSHIP--PATRICIA GOAD,
 CK2517'8652 PETERS POINT ROAD, EDISTO ISLAND, SC 29438.   TO REACH THE
 CK2517'STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55
 CK2517'(WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH
 CK2517'SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END OF THE
 CK2517'BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 5.0 MI (8.05
 CK2517'KM) TO THE JUNCTION OF A PAVED ROAD (CHISOLM PLANTATION ROAD),
 CK2517'CONTINUE ON HIGHWAY 174 FOR 3.3 MI (5.31 KM) TO THE JUNCTION OF STATE
 CK2517'ROAD 767 (PETERS POINT ROAD), TURN RIGHT ON ROAD 767 FOR 2.15 MI (3.46
 CK2517'KM) TO THE STATION ON THE RIGHT IN THE NORTH ANGLE OF A SAND DRIVEWAY
 CK2517'LEADING TO A SMALL STUCCO HOUSE NUMBER 8652. STATION IS A CONCRETE
 CK2517'POST RECESSED 0.2 FT (0.1 M) AND 2.0 FT (0.6 M) ABOVE THE ROAD, 35.5
 CK2517'FT (10.8 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 22.0 FT (6.7 M)
 CK2517'EAST NORTHEAST OF THE CENTER OF THE DRIVEWAY, 8.5 FT (2.6 M) NORTH
 CK2517'NORTHEAST OF A 2.0-FOOT LIVE OAK TREE, 9.6 FT (2.9 M) NORTHWEST OF A
 CK2517'METAL FENCE POST, 35.0 FT (10.7 M) NORTHEAST OF A TELEPHONE JUNCTION
 CK2517'BOX P13/PPR. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2516 ***********************************************************************
 CK2516  DESIGNATION -  10 251
 CK2516  PID         -  CK2516
 CK2516  STATE/COUNTY-  SC/CHARLESTON
 CK2516  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2516
 CK2516                         *CURRENT SURVEY CONTROL
 CK2516  ___________________________________________________________________
 CK2516* NAD 83(1986)-  32 32 54.     (N)    080 17 48.     (W)     SCALED    
 CK2516* NAVD 88     -         3.841  (meters)      12.60   (feet)  ADJUSTED  
 CK2516  ___________________________________________________________________
 CK2516  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 CK2516  DYNAMIC HT  -           3.837 (meters)      12.59  (feet)  COMP
 CK2516  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 CK2516
 CK2516  VERT ORDER  -  FIRST     CLASS II
 CK2516
 CK2516.The horizontal coordinates were scaled from a topographic map and have
 CK2516.an estimated accuracy of +/- 6 seconds.
 CK2516
 CK2516.The orthometric height was determined by differential leveling
 CK2516.and adjusted by the National Geodetic Survey in June 1991..
 CK2516
 CK2516.The geoid height was determined by GEOID03.
 CK2516
 CK2516.The dynamic height is computed by dividing the NAVD 88
 CK2516.geopotential number by the normal gravity value computed on the
 CK2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2516.degrees latitude (g = 980.6199 gals.).
 CK2516
 CK2516.The modeled gravity was interpolated from observed gravity values.
 CK2516
 CK2516;                    North         East    Units  Estimated Accuracy
 CK2516;SPC SC       -    79,520.      675,660.      MT  (+/- 180 meters Scaled)
 CK2516
 CK2516                          SUPERSEDED SURVEY CONTROL
 CK2516
 CK2516  NGVD 29 (03/21/89)    4.132  (m)           13.56   (f) ADJUSTED    1 2
 CK2516
 CK2516.Superseded values are not recommended for survey control.
 CK2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2516.See file dsdata.txt to determine how the superseded data were derived.
 CK2516
 CK2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS660014(NAD 83)
 CK2516_MARKER: DD = SURVEY DISK
 CK2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2516_SP_SET: CONCRETE POST
 CK2516_STAMPING: VERT 10 251 1983
 CK2516_MARK LOGO: SCGS  
 CK2516_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2516_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2516+STABILITY: SURFACE MOTION
 CK2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2516+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 CK2516
 CK2516  HISTORY     - Date     Condition        Report By
 CK2516  HISTORY     - 1983     MONUMENTED       SCGS
 CK2516  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2516  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2516  HISTORY     - 20050810 GOOD             SCGS
 CK2516
 CK2516                          STATION DESCRIPTION
 CK2516
 CK2516'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2516'19.0 KM (11.8 MI) SE FROM ADAMS RUN.
 CK2516'0.25 KILOMETER (0.15 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2516'OFFICE ON EDISTO ISLAND, THENCE 1.6 KILOMETERS (1.0 MILE) WEST ALONG
 CK2516'COUNTY ROAD S-10-767, SET NEAR A 36-INCH BLAZED OAK TREE AT THE EDGE
 CK2516'OF THE WOODS, 3.5 METERS (11.0 FEET) EAST-SOUTHEAST OF THE OAK TREE,
 CK2516'4.5 METERS (15.0 FEET) NORTH-NORTHWEST OF A 48-INCH PINE TREE,
 CK2516'11.5 METERS (38.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 CK2516'COUNTY ROAD, 4.4 METERS (14.5 FEET) SOUTHWEST OF A 48-INCH TWIN TRUNK
 CK2516'OAK TREE AT THE TIMBER LINE.
 CK2516'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 CK2516'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2516
 CK2516                          STATION RECOVERY (2001)
 CK2516
 CK2516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2516'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2516
 CK2516                          STATION RECOVERY (2001)
 CK2516
 CK2516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2516'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2516
 CK2516                          STATION RECOVERY (2005)
 CK2516
 CK2516'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2516'THE STATION IS LOCATED ABOUT 11.5 MI (18.51 KM) SOUTH-SOUTHEAST OF
 CK2516'ADAMS RUN, 6.6 MI (10.62 KM) WEST-SOUTHWEST OF ROCKVILLE AND 5.8 MI
 CK2516'(9.33 KM) NORTH-NORTHEAST OF EDISTO BEACH.  OWNERSHIP--SCDOT, DIRECTOR
 CK2516'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2516'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK2516'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK2516'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK2516'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK2516'174 FOR 5.0 MI (8.05 KM) TO THE JUNCTION OF A PAVED ROAD (CHISOLM
 CK2516'PLANTATION ROAD), CONTINUE ON HIGHWAY 174 FOR 3.3 MI (5.31 KM) TO THE
 CK2516'JUNCTION OF STATE ROAD 767 (PETERS POINT ROAD), TURN RIGHT ON ROAD 767
 CK2516'FOR 1.0 MI (1.61 KM) TO THE STATION ON THE LEFT, 0.05 MI (0.08 KM)
 CK2516'EAST OF THE JUNCTION OF A SAND ROAD (CREEKWOOD ROAD). STATION IS A
 CK2516'CONCRETE POST PROJECTING 0.2 FT (0.1 M) AND LEVEL WITH THE ROAD, 37.5
 CK2516'FT (11.4 M) SOUTH OF THE CENTER OF THE ROAD, 10.7 FT (3.3 M) EAST OF A
 CK2516'2.0-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 29.5 FT (9.0
 CK2516'M) NORTHEAST OF A 1.8-FOOT OAK TREE WITH A SCGS REFERENCE WASHER
 CK2516'ATTACHED, 101.4 FT (30.9 M) EAST SOUTHEAST OF A TELEPHONE JUNCTION BOX
 CK2516'NUMBER 8197, 80.3 FEET  WEST SOUTHWEST OF A POWER POLE NUMBER 392454,
 CK2516'73.3 FEET EAST OF A CONCRETE POST MARKED (XIII) PROJECTING 1.5-FOOT.
 CK2516'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2783 ***********************************************************************
 CK2783  DESIGNATION -  10 252
 CK2783  PID         -  CK2783
 CK2783  STATE/COUNTY-  SC/CHARLESTON
 CK2783  USGS QUAD   -  ADAMS RUN (1972)
 CK2783
 CK2783                         *CURRENT SURVEY CONTROL
 CK2783  ___________________________________________________________________
 CK2783* NAD 83(1986)-  32 40 19.     (N)    080 19 35.     (W)     SCALED    
 CK2783* NAVD 88     -         2.055  (meters)       6.74   (feet)  ADJUSTED  
 CK2783  ___________________________________________________________________
 CK2783  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 CK2783  DYNAMIC HT  -           2.052 (meters)       6.73  (feet)  COMP
 CK2783  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 CK2783
 CK2783  VERT ORDER  -  FIRST     CLASS II
 CK2783
 CK2783.The horizontal coordinates were scaled from a topographic map and have
 CK2783.an estimated accuracy of +/- 6 seconds.
 CK2783
 CK2783.The orthometric height was determined by differential leveling
 CK2783.and adjusted by the National Geodetic Survey in June 1991..
 CK2783
 CK2783.The geoid height was determined by GEOID03.
 CK2783
 CK2783.The dynamic height is computed by dividing the NAVD 88
 CK2783.geopotential number by the normal gravity value computed on the
 CK2783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2783.degrees latitude (g = 980.6199 gals.).
 CK2783
 CK2783.The modeled gravity was interpolated from observed gravity values.
 CK2783
 CK2783;                    North         East    Units  Estimated Accuracy
 CK2783;SPC SC       -    93,210.      672,780.      MT  (+/- 180 meters Scaled)
 CK2783
 CK2783                          SUPERSEDED SURVEY CONTROL
 CK2783
 CK2783  NGVD 29 (03/21/89)    2.346  (m)            7.70   (f) ADJUSTED    1 2
 CK2783
 CK2783.Superseded values are not recommended for survey control.
 CK2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2783.See file dsdata.txt to determine how the superseded data were derived.
 CK2783
 CK2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS631151(NAD 83)
 CK2783_MARKER: DB = BENCH MARK DISK
 CK2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2783_SP_SET: CONCRETE POST
 CK2783_STAMPING: VERT 10 252 1983
 CK2783_MARK LOGO: SCGS  
 CK2783_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2783+STABILITY: SURFACE MOTION
 CK2783
 CK2783  HISTORY     - Date     Condition        Report By
 CK2783  HISTORY     - 1983     MONUMENTED       SCGS
 CK2783  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2783  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2783
 CK2783                          STATION DESCRIPTION
 CK2783
 CK2783'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2783'8.0 KM (5.0 MI) SE FROM ADAMS RUN.
 CK2783'5.0 KILOMETERS (3.3 MILES) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2783'OFFICE IN ADAMS RUN, THENCE 2.0 KILOMETERS (1.25 MILES) EAST ALONG
 CK2783'COUNTY ROAD S-10-88, THENCE 0.7 KILOMETER (0.45 MILE) SOUTHERLY ALONG
 CK2783'A SAND ROAD, SET NEAR A POWER POLE, 1.1 METERS (3.7 FEET) NORTH OF
 CK2783'POWER POLE NUMBER 94836, 0.9 METER (2.5 FEET) EAST-NORTHEAST OF THE
 CK2783'BRUSH LINE, 6.1 METERS (20.5 FEET) WEST-SOUTHWEST OF THE SAND ROAD.
 CK2783'THE MARK IS 1.00 METERS  SSE FROM A WITNESS POST.
 CK2783'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2783
 CK2783                          STATION RECOVERY (2001)
 CK2783
 CK2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2783'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2783
 CK2783                          STATION RECOVERY (2001)
 CK2783
 CK2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2783'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2476 ***********************************************************************
 CK2476  DESIGNATION -  10 253
 CK2476  PID         -  CK2476
 CK2476  STATE/COUNTY-  SC/CHARLESTON
 CK2476  USGS QUAD   -  FENWICK (1960)
 CK2476
 CK2476                         *CURRENT SURVEY CONTROL
 CK2476  ___________________________________________________________________
 CK2476* NAD 83(1986)-  32 41 34.     (N)    080 23 25.     (W)     SCALED    
 CK2476* NAVD 88     -        12.468  (meters)      40.91   (feet)  ADJUSTED  
 CK2476  ___________________________________________________________________
 CK2476  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 CK2476  DYNAMIC HT  -          12.454 (meters)      40.86  (feet)  COMP
 CK2476  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CK2476
 CK2476  VERT ORDER  -  FIRST     CLASS II
 CK2476
 CK2476.The horizontal coordinates were scaled from a topographic map and have
 CK2476.an estimated accuracy of +/- 6 seconds.
 CK2476
 CK2476.The orthometric height was determined by differential leveling
 CK2476.and adjusted by the National Geodetic Survey in June 1991..
 CK2476
 CK2476.The geoid height was determined by GEOID03.
 CK2476
 CK2476.The dynamic height is computed by dividing the NAVD 88
 CK2476.geopotential number by the normal gravity value computed on the
 CK2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2476.degrees latitude (g = 980.6199 gals.).
 CK2476
 CK2476.The modeled gravity was interpolated from observed gravity values.
 CK2476
 CK2476;                    North         East    Units  Estimated Accuracy
 CK2476;SPC SC       -    95,480.      666,770.      MT  (+/- 180 meters Scaled)
 CK2476
 CK2476                          SUPERSEDED SURVEY CONTROL
 CK2476
 CK2476  NGVD 29 (03/21/89)   12.759  (m)           41.86   (f) ADJUSTED    1 2
 CK2476
 CK2476.Superseded values are not recommended for survey control.
 CK2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2476.See file dsdata.txt to determine how the superseded data were derived.
 CK2476
 CK2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS571173(NAD 83)
 CK2476_MARKER: DD = SURVEY DISK
 CK2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2476_SP_SET: CONCRETE POST
 CK2476_STAMPING: VERT 10 253 1983
 CK2476_MARK LOGO: SCGS  
 CK2476_PROJECTION: FLUSH
 CK2476_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2476+STABILITY: SURFACE MOTION
 CK2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2476+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 CK2476
 CK2476  HISTORY     - Date     Condition        Report By
 CK2476  HISTORY     - 1983     MONUMENTED       SCGS
 CK2476  HISTORY     - 20050810 GOOD             SCGS
 CK2476
 CK2476                          STATION DESCRIPTION
 CK2476
 CK2476'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2476'4.8 KM (3.0 MI) SW FROM ADAMS RUN.
 CK2476'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2476'OFFICE IN ADAMS RUN, THENCE 4.25 KILOMETERS (2.65 MILES) SOUTHWEST
 CK2476'ALONG COUNTY ROAD S-10-55, SET NEAR A POWER POLE, 5.5 METERS (18.3
 CK2476'FEET) NORTH-NORTHWEST OF A 24-INCH BLAZED PINE TREE, 9.5 METERS (31.6
 CK2476'FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 2.7 METERS
 CK2476'(8.8 FEET) NORTHEAST OF POWER POLE NUMBER A8031.
 CK2476'THE MARK IS 1.20 METERS  WSW FROM A WITNESS POST.
 CK2476'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2476
 CK2476                          STATION RECOVERY (2005)
 CK2476
 CK2476'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2476'STATION IS LOCATED 3.1 MI (4.99 KM) SOUTHWEST OF ADAMS RUN, 27.3 MI
 CK2476'(43.94 KM) WEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2476'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2476'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK2476'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK2476'WEST SOUTHWEST ON ROAD 55 FOR 2.65 MI (4.26 KM) TO THE STATION ON THE
 CK2476'LEFT NEAR A POWER POLE.   STATION IS A CONCRETE POST FLUSH WITH THE
 CK2476'GROUND AND LEVEL WITH THE ROAD, 31.3 FT (9.5 M) SOUTH SOUTHEAST OF THE
 CK2476'CENTER OF THE ROAD, 7.5 FT (2.3 M) NORTHEAST OF A POWER POLE NUMBER
 CK2476'353323, 17.2 FT (107698.3 M) NORTH NORTHWEST OF A 1.6-FOOT BLAZED PINE
 CK2476'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 7.4 FT (2.3 M) NORTHEAST
 CK2476'OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2475 ***********************************************************************
 CK2475  DESIGNATION -  10 254
 CK2475  PID         -  CK2475
 CK2475  STATE/COUNTY-  SC/CHARLESTON
 CK2475  USGS QUAD   -  ADAMS RUN (1972)
 CK2475
 CK2475                         *CURRENT SURVEY CONTROL
 CK2475  ___________________________________________________________________
 CK2475* NAD 83(1986)-  32 41 58.     (N)    080 22 27.     (W)     SCALED    
 CK2475* NAVD 88     -        12.079  (meters)      39.63   (feet)  ADJUSTED  
 CK2475  ___________________________________________________________________
 CK2475  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 CK2475  DYNAMIC HT  -          12.066 (meters)      39.59  (feet)  COMP
 CK2475  MODELED GRAV-     979,534.8   (mgal)                       NAVD 88
 CK2475
 CK2475  VERT ORDER  -  FIRST     CLASS II
 CK2475
 CK2475.The horizontal coordinates were scaled from a topographic map and have
 CK2475.an estimated accuracy of +/- 6 seconds.
 CK2475
 CK2475.The orthometric height was determined by differential leveling
 CK2475.and adjusted by the National Geodetic Survey in June 1991..
 CK2475
 CK2475.The geoid height was determined by GEOID03.
 CK2475
 CK2475.The dynamic height is computed by dividing the NAVD 88
 CK2475.geopotential number by the normal gravity value computed on the
 CK2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2475.degrees latitude (g = 980.6199 gals.).
 CK2475
 CK2475.The modeled gravity was interpolated from observed gravity values.
 CK2475
 CK2475;                    North         East    Units  Estimated Accuracy
 CK2475;SPC SC       -    96,230.      668,280.      MT  (+/- 180 meters Scaled)
 CK2475
 CK2475                          SUPERSEDED SURVEY CONTROL
 CK2475
 CK2475  NGVD 29 (03/21/89)   12.371  (m)           40.59   (f) ADJUSTED    1 2
 CK2475
 CK2475.Superseded values are not recommended for survey control.
 CK2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2475.See file dsdata.txt to determine how the superseded data were derived.
 CK2475
 CK2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS586181(NAD 83)
 CK2475_MARKER: DD = SURVEY DISK
 CK2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2475_SP_SET: CONCRETE POST
 CK2475_STAMPING: VERT 10 254 1983
 CK2475_MARK LOGO: SCGS  
 CK2475_PROJECTION: RECESSED 7 CENTIMETERS
 CK2475_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2475+STABILITY: SURFACE MOTION
 CK2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2475+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1998
 CK2475
 CK2475  HISTORY     - Date     Condition        Report By
 CK2475  HISTORY     - 1983     MONUMENTED       SCGS
 CK2475  HISTORY     - 19980827 GOOD             SCGS
 CK2475  HISTORY     - 20050808 MARK NOT FOUND   SCGS
 CK2475
 CK2475                          STATION DESCRIPTION
 CK2475
 CK2475'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2475'3.4 KM (2.1 MI) SW FROM ADAMS RUN.
 CK2475'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2475'OFFICE IN ADAMS RUN, THENCE 2.5 KILOMETERS (1.55 MILES) SOUTHWEST
 CK2475'ALONG COUNTY ROAD S-10-55, SET EAST OF THE MAIN ENTRANCE TO THE MINNIE
 CK2475'HUGHES ELEMENTARY SCHOOL, 76.0 METERS (249.5 FEET) NORTH OF THE
 CK2475'APPROXIMATE CENTER OF COUNTY ROAD S-10-55, 30.2 METERS (99.3 FEET)
 CK2475'NORTH-NORTHEAST OF A FLAG POLE, 7.9 METERS (26.0 FEET) EAST-SOUTHEAST
 CK2475'OF THE APPROXIMATE CENTER OF THE ENTRANCE DOORS, 1.9 METERS (6.4 FEET)
 CK2475'SOUTH OF THE SOUTH FACE OF THE ELEMENTARY SCHOOL BUILDING.
 CK2475'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2475
 CK2475                          STATION RECOVERY (1998)
 CK2475
 CK2475'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2475'STATION IS LOCATED 2.05 MILES (3.30 KM) SOUTHWEST OF ADAMS RUN, 26.05
 CK2475'MILES (41.92 KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--MINNIE
 CK2475'HUGHES ELEMENTARY SCHOOL, 8548 WILLTOWN ROAD, HOLLYWOOD, SC 29449,
 CK2475'PHONE 843-889-6758.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK2475'HIGHWAYS 174 AND 162 IN ADAMS RUN, GO SOUTH SOUTHWEST ON HIGHWAY 174
 CK2475'FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 55 (WILLTOWN ROAD)
 CK2475', TURN RIGHT ON ROAD 55 FOR 1.5 MILES (2.4 KM) TO THE STATION ON THE
 CK2475'RIGHT IN FRONT OF THE MINNIE HUGHES ELEMENTARY SCHOOL. STATION IS A
 CK2475'CONCRETE POST RECESSED 0.8 FOOT, (24.4 CM) 6.4 FEET (2.0 M) SOUTH OF
 CK2475'SOUTH FACE OF THE SCHOOL, 24.0 FEET (7.3 M) NORTH THE NORTH FACE OF
 CK2475'THE NEW BUILDING (UNDER CONSTRUCTION) . NOTE-SCHOOL IS CURRENTLY UNDER
 CK2475'CONSTRUCTION, STATION SHOULD BE SAFE. RECOVERED BY C.J.  STONE.
 CK2475
 CK2475                          STATION RECOVERY (2005)
 CK2475
 CK2475'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2475'MEASUREMENTS LED TO A SMALL COURTYARD BETWEEN THE OLD AND NEW
 CK2475'BUILDINGS BUT STATION WAS NOT FOUND, A MORE INTENSIVE SEARCH MAY PROVE
 CK2475'THAT THE STATION STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2474 ***********************************************************************
 CK2474  DESIGNATION -  10 255
 CK2474  PID         -  CK2474
 CK2474  STATE/COUNTY-  SC/CHARLESTON
 CK2474  USGS QUAD   -  ADAMS RUN (1972)
 CK2474
 CK2474                         *CURRENT SURVEY CONTROL
 CK2474  ___________________________________________________________________
 CK2474* NAD 83(1986)-  32 42 07.     (N)    080 21 20.     (W)     SCALED    
 CK2474* NAVD 88     -         9.970  (meters)      32.71   (feet)  ADJUSTED  
 CK2474  ___________________________________________________________________
 CK2474  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 CK2474  DYNAMIC HT  -           9.959 (meters)      32.67  (feet)  COMP
 CK2474  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CK2474
 CK2474  VERT ORDER  -  FIRST     CLASS II
 CK2474
 CK2474.The horizontal coordinates were scaled from a topographic map and have
 CK2474.an estimated accuracy of +/- 6 seconds.
 CK2474
 CK2474.The orthometric height was determined by differential leveling
 CK2474.and adjusted by the National Geodetic Survey in June 1991..
 CK2474
 CK2474.The geoid height was determined by GEOID03.
 CK2474
 CK2474.The dynamic height is computed by dividing the NAVD 88
 CK2474.geopotential number by the normal gravity value computed on the
 CK2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2474.degrees latitude (g = 980.6199 gals.).
 CK2474
 CK2474.The modeled gravity was interpolated from observed gravity values.
 CK2474
 CK2474;                    North         East    Units  Estimated Accuracy
 CK2474;SPC SC       -    96,520.      670,020.      MT  (+/- 180 meters Scaled)
 CK2474
 CK2474                          SUPERSEDED SURVEY CONTROL
 CK2474
 CK2474  NGVD 29 (03/21/89)   10.261  (m)           33.66   (f) ADJUSTED    1 2
 CK2474
 CK2474.Superseded values are not recommended for survey control.
 CK2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2474.See file dsdata.txt to determine how the superseded data were derived.
 CK2474
 CK2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS604184(NAD 83)
 CK2474_MARKER: DD = SURVEY DISK
 CK2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2474_SP_SET: CONCRETE POST
 CK2474_STAMPING: VERT 10 255 1983
 CK2474_MARK LOGO: SCGS  
 CK2474_PROJECTION: RECESSED 8 CENTIMETERS
 CK2474_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2474+STABILITY: SURFACE MOTION
 CK2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2474+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 CK2474
 CK2474  HISTORY     - Date     Condition        Report By
 CK2474  HISTORY     - 1983     MONUMENTED       SCGS
 CK2474  HISTORY     - 20050808 GOOD             SCGS
 CK2474
 CK2474                          STATION DESCRIPTION
 CK2474
 CK2474'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2474'2.2 KM (1.4 MI) SW FROM ADAMS RUN.
 CK2474'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2474'OFFICE IN ADAMS RUN, THENCE 1.05 KILOMETERS (0.65 MILE) SOUTHWEST
 CK2474'ALONG COUNTY ROAD S-10-55, SET NEAR A POWER POLE, 11.3 METERS (37.0
 CK2474'FEET) SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 11.3 METERS (37.0
 CK2474'FEET) WEST-SOUTHWEST OF A 90-INCH BURNED OAK TREE, 2.4 METERS (8.0
 CK2474'FEET) SOUTHEAST OF THE POWER POLE NUMBER A430.
 CK2474'THE MARK IS 1.80 METERS  NE FROM A WITNESS POST.
 CK2474'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-10-55.
 CK2474
 CK2474                          STATION RECOVERY (2005)
 CK2474
 CK2474'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2474'STATION IS LOCATED 1.3 MI (2.09 KM) SOUTH SOUTHWEST OF ADAMS RUN,
 CK2474'25.45 MI (40.96 KM) WEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2474'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2474'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK2474'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK2474'WEST SOUTHWEST ON ROAD 55 FOR 0.65 MI (1.05 KM) TO THE STATION ON THE
 CK2474'LEFT NEAR A POWER POLE. STATION IS A CONCRETE POST RECESSED 0.3 FT
 CK2474'(0.1 M) AND 1.0 FT (0.3 M) BELOW THE ROAD, 36.7 FT (11.2 M) SOUTH OF
 CK2474'THE CENTER OF THE ROAD, 7.8 FT (2.4 M) SOUTHEAST OF THE POWER POLE
 CK2474'A430, 9.5 FT (2.9 M) SOUTHEAST OF A TELEPHONE JUNCTION BOX P/18 L/403,
 CK2474'36.9 FT (11.2 M) WEST SOUTHWEST OF A 3.5-FOOT LIVE OAK TREE, 6.5 FT
 CK2474'(2.0 M) NORTHEAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3132 ***********************************************************************
 CK3132  DESIGNATION -  10 256
 CK3132  PID         -  CK3132
 CK3132  STATE/COUNTY-  SC/CHARLESTON
 CK3132  USGS QUAD   -  JACKSONBORO (1979)
 CK3132
 CK3132                         *CURRENT SURVEY CONTROL
 CK3132  ___________________________________________________________________
 CK3132* NAD 83(1986)-  32 46 32.     (N)    080 23 53.     (W)     SCALED    
 CK3132* NAVD 88     -         3.185  (meters)      10.45   (feet)  ADJUSTED  
 CK3132  ___________________________________________________________________
 CK3132  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 CK3132  DYNAMIC HT  -           3.182 (meters)      10.44  (feet)  COMP
 CK3132  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 CK3132
 CK3132  VERT ORDER  -  FIRST     CLASS II
 CK3132
 CK3132.The horizontal coordinates were scaled from a topographic map and have
 CK3132.an estimated accuracy of +/- 6 seconds.
 CK3132
 CK3132.The orthometric height was determined by differential leveling
 CK3132.and adjusted by the National Geodetic Survey in June 1991..
 CK3132
 CK3132.The geoid height was determined by GEOID03.
 CK3132
 CK3132.The dynamic height is computed by dividing the NAVD 88
 CK3132.geopotential number by the normal gravity value computed on the
 CK3132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3132.degrees latitude (g = 980.6199 gals.).
 CK3132
 CK3132.The modeled gravity was interpolated from observed gravity values.
 CK3132
 CK3132;                    North         East    Units  Estimated Accuracy
 CK3132;SPC SC       -   104,660.      665,990.      MT  (+/- 180 meters Scaled)
 CK3132
 CK3132                          SUPERSEDED SURVEY CONTROL
 CK3132
 CK3132  NGVD 29 (03/21/89)    3.475  (m)           11.40   (f) ADJUSTED    1 2
 CK3132
 CK3132.Superseded values are not recommended for survey control.
 CK3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3132.See file dsdata.txt to determine how the superseded data were derived.
 CK3132
 CK3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS563265(NAD 83)
 CK3132_MARKER: DB = BENCH MARK DISK
 CK3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3132_SP_SET: CONCRETE POST
 CK3132_STAMPING: VERT 10 256 1983
 CK3132_MARK LOGO: SCGS  
 CK3132_PROJECTION: PROJECTING 7 CENTIMETERS
 CK3132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3132
 CK3132  HISTORY     - Date     Condition        Report By
 CK3132  HISTORY     - 1983     MONUMENTED       SCGS
 CK3132  HISTORY     - 20050823 MARK NOT FOUND   SCGS
 CK3132
 CK3132                          STATION DESCRIPTION
 CK3132
 CK3132'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3132'5.3 KM (3.3 MI) EAST FROM JACKSONBORO.
 CK3132'14.9 KILOMETERS (9.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3132'POST OFFICE IN RAVENEL, THENCE 1.8 KILOMETERS (1.1 MILES) NORTH ALONG
 CK3132'COUNTY ROAD S-10-38, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 CK3132'WITH A GRASSY ROAD WITH A LOCKED STEEL GATE, 6.7 METERS (22.0 FEET)
 CK3132'SOUTH OF THE APPROXIMATE CENTER OF THE GRASSY ROAD, 8.7 METERS (28.8
 CK3132'FEET) WEST OF THE CENTERLINE OF THE COUNTY ROAD, 6.7 METERS (22.0
 CK3132'FEET) NORTH OF THE APPROXIMATE CENTER OF A 5-FOOT DEEP DITCH.
 CK3132'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 CK3132'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3132
 CK3132                          STATION RECOVERY (2005)
 CK3132
 CK3132'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK3132'A 10 MINUTE SEARCH WAS CONDUCTED AND A CONCRETE POST WAS FOUND WITHOUT
 CK3132'A DISK, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3133 ***********************************************************************
 CK3133  DESIGNATION -  10 257
 CK3133  PID         -  CK3133
 CK3133  STATE/COUNTY-  SC/CHARLESTON
 CK3133  USGS QUAD   -  JACKSONBORO (1979)
 CK3133
 CK3133                         *CURRENT SURVEY CONTROL
 CK3133  ___________________________________________________________________
 CK3133* NAD 83(2001)-  32 47 25.95414(N)    080 23 58.92171(W)     ADJUSTED  
 CK3133* NAVD 88     -         5.278  (meters)      17.32   (feet)  ADJUSTED  
 CK3133  ___________________________________________________________________
 CK3133  X           -     895,086.904 (meters)                     COMP
 CK3133  Y           -  -5,291,903.307 (meters)                     COMP
 CK3133  Z           -   3,434,439.266 (meters)                     COMP
 CK3133  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CK3133  ELLIP HEIGHT-         -26.82  (meters)          (05/04/06) GPS OBS
 CK3133  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 CK3133  DYNAMIC HT  -           5.272 (meters)      17.30  (feet)  COMP
 CK3133  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 CK3133
 CK3133  HORZ ORDER  -  FIRST
 CK3133  VERT ORDER  -  FIRST     CLASS II
 CK3133  ELLP ORDER  -  FOURTH    CLASS II
 CK3133
 CK3133.The horizontal coordinates were established by GPS observations
 CK3133.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK3133
 CK3133.The orthometric height was determined by differential leveling
 CK3133.and adjusted by the National Geodetic Survey in June 1991..
 CK3133
 CK3133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3133
 CK3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3133
 CK3133.The ellipsoidal height was determined by GPS observations
 CK3133.and is referenced to NAD 83.
 CK3133
 CK3133.The geoid height was determined by GEOID03.
 CK3133
 CK3133.The dynamic height is computed by dividing the NAVD 88
 CK3133.geopotential number by the normal gravity value computed on the
 CK3133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3133.degrees latitude (g = 980.6199 gals.).
 CK3133
 CK3133.The modeled gravity was interpolated from observed gravity values.
 CK3133
 CK3133;                    North         East     Units Scale Factor Converg.
 CK3133;SPC SC       -   106,319.256   665,826.742   MT  0.99991032   +0 19 58.1
 CK3133;SPC SC       -   348,816.46  2,184,470.94   iFT  0.99991032   +0 19 58.1
 CK3133;UTM  17      - 3,628,226.365   556,210.036   MT  0.99963896   +0 19 30.4
 CK3133
 CK3133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3133!SPC SC       -   1.00000421  x   0.99991032  =   0.99991453
 CK3133!UTM  17      -   1.00000421  x   0.99963896  =   0.99964317
 CK3133
 CK3133                          SUPERSEDED SURVEY CONTROL
 CK3133
 CK3133  NAVD 88 (05/04/06)    5.28   (m)           17.3    (f) LEVELING    3  
 CK3133  NGVD 29 (03/21/89)    5.567  (m)           18.26   (f) ADJUSTED    1 2
 CK3133
 CK3133.Superseded values are not recommended for survey control.
 CK3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3133.See file dsdata.txt to determine how the superseded data were derived.
 CK3133
 CK3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5621028226(NAD 83)
 CK3133_MARKER: DD = SURVEY DISK
 CK3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3133_SP_SET: CONCRETE POST
 CK3133_STAMPING: VERT 10 257 1983
 CK3133_MARK LOGO: SCGS  
 CK3133_PROJECTION: RECESSED 8 CENTIMETERS
 CK3133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3133+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK3133
 CK3133  HISTORY     - Date     Condition        Report By
 CK3133  HISTORY     - 1983     MONUMENTED       SCGS
 CK3133  HISTORY     - 20050823 GOOD             SCGS
 CK3133
 CK3133                          STATION DESCRIPTION
 CK3133
 CK3133'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3133'6.0 KM (3.7 MI) NE FROM JACKSONBORO.
 CK3133'14.9 KILOMETERS (9.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3133'POST OFFICE IN RAVENEL, THENCE 3.4 KILOMETERS (2.1 MILES) NORTH ALONG
 CK3133'COUNTY ROAD S-10-38, SET NEAR A TELEPHONE POLE IN THE FRONT YARD OF A
 CK3133'ONE STORY WOOD HOUSE, 44.9 METERS (147.4 FEET) SOUTHEAST OF THE
 CK3133'SOUTHEAST CORNER OF THE HOUSE, 9.6 METERS (31.6 FEET) WEST OF THE
 CK3133'CENTERLINE OF THE COUNTY ROAD, 6.3 METERS (20.5 FEET) SOUTH OF THE
 CK3133'APPROXIMATE CENTER OF THE SAND DRIVE LEADING TO THE HOUSE, 1.2 METERS
 CK3133'(4.0 FEET) NORTH-NORTHWEST OF THE TELEPHONE POLE.
 CK3133'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3133
 CK3133                          STATION RECOVERY (2005)
 CK3133
 CK3133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3133'THE STATION IS LOCATED 3.5 MI (5.63 KM) EAST-NORTHEAST OF JACKSONBORO,
 CK3133'27.3 MI (43.94 KM) WEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK3133'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK3133'PARKWAY) AND STATE HIGHWAY 64 IN JACKSONBORO, GO EAST ON HIGHWAY 17
 CK3133'FOR 4.0 MI (6.44 KM) TO THE JUNCTION OF STATE ROAD 38 (PARKERS FERRY
 CK3133'ROAD), TURN LEFT ON ROAD 38 FOR 2.15 MI (3.46 KM) TO THE STATION ON
 CK3133'THE LEFT NEAR A TELEPHONE JUNCTION BOX IN THE SOUTHWEST ANGLE OF A
 CK3133'DRIVEWAY LEADING TO A HOUSE NUMBER 6601. STATION IS A CONCRETE POST
 CK3133'RECESSED 0.3 FT (0.1 M) AND LEVEL WITH THE ROAD, 31.8 FT (9.7 M) WEST
 CK3133'OF THE CENTER OF THE ROAD, 17.7 FT (5.4 M) SOUTH OF THE CENTER OF THE
 CK3133'DRIVEWAY, 5.0 FT (1.5 M) NORTH OF THE TELEPHONE JUNCTION BOX NUMBER
 CK3133'72, 147.0 FT (66.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN
 CK3133'PORTION OF THE HOUSE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3134 ***********************************************************************
 CK3134  DESIGNATION -  10 258
 CK3134  PID         -  CK3134
 CK3134  STATE/COUNTY-  SC/CHARLESTON
 CK3134  USGS QUAD   -  JACKSONBORO (1979)
 CK3134
 CK3134                         *CURRENT SURVEY CONTROL
 CK3134  ___________________________________________________________________
 CK3134* NAD 83(1986)-  32 48 16.     (N)    080 24 06.     (W)     SCALED    
 CK3134* NAVD 88     -         9.495  (meters)      31.15   (feet)  ADJUSTED  
 CK3134  ___________________________________________________________________
 CK3134  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 CK3134  DYNAMIC HT  -           9.485 (meters)      31.12  (feet)  COMP
 CK3134  MODELED GRAV-     979,555.7   (mgal)                       NAVD 88
 CK3134
 CK3134  VERT ORDER  -  FIRST     CLASS II
 CK3134
 CK3134.The horizontal coordinates were scaled from a topographic map and have
 CK3134.an estimated accuracy of +/- 6 seconds.
 CK3134
 CK3134.The orthometric height was determined by differential leveling
 CK3134.and adjusted by the National Geodetic Survey in June 1991..
 CK3134
 CK3134.The geoid height was determined by GEOID03.
 CK3134
 CK3134.The dynamic height is computed by dividing the NAVD 88
 CK3134.geopotential number by the normal gravity value computed on the
 CK3134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3134.degrees latitude (g = 980.6199 gals.).
 CK3134
 CK3134.The modeled gravity was interpolated from observed gravity values.
 CK3134
 CK3134;                    North         East    Units  Estimated Accuracy
 CK3134;SPC SC       -   107,860.      665,630.      MT  (+/- 180 meters Scaled)
 CK3134
 CK3134                          SUPERSEDED SURVEY CONTROL
 CK3134
 CK3134  NGVD 29 (03/21/89)    9.785  (m)           32.10   (f) ADJUSTED    1 2
 CK3134
 CK3134.Superseded values are not recommended for survey control.
 CK3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3134.See file dsdata.txt to determine how the superseded data were derived.
 CK3134
 CK3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS560297(NAD 83)
 CK3134_MARKER: DD = SURVEY DISK
 CK3134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3134_SP_SET: CONCRETE POST
 CK3134_STAMPING: VERT 10 258 1983
 CK3134_MARK LOGO: SCGS  
 CK3134_PROJECTION: RECESSED 5 CENTIMETERS
 CK3134_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3134+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK3134
 CK3134  HISTORY     - Date     Condition        Report By
 CK3134  HISTORY     - 1983     MONUMENTED       SCGS
 CK3134  HISTORY     - 20050823 GOOD             SCGS
 CK3134
 CK3134                          STATION DESCRIPTION
 CK3134
 CK3134'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3134'6.4 KM (4.0 MI) NE FROM JACKSONBORO.
 CK3134'14.9 KILOMETERS (9.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3134'RAVENEL POST OFFICE, THENCE 5.0 KILOMETERS (3.1 MILES) NORTH ALONG
 CK3134'COUNTY ROAD S-10-38, SET NEAR THE NORTHEAST CORNER OF THE CLASS ROOM
 CK3134'OF THE HOPEWELL BAPTIST CHURCH, 76.2 METERS (254.6 FEET)
 CK3134'WEST-SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 29.7 METERS (97.9
 CK3134'FEET) NORTHWEST OF THE NORTHEAST CORNER OF THE MAIN BODY OF THE
 CK3134'CHURCH, 30.0 METERS (128.0 FEET) SOUTH-SOUTHEAST OF POWER POLE NUMBER
 CK3134'162133, 0.6 METER (2.2 FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 CK3134'OF THE CLASSROOM PORTION OF THE CHURCH.
 CK3134'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3134
 CK3134                          STATION RECOVERY (2005)
 CK3134
 CK3134'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3134'STATION IS LOCATED 3.9 MI (6.28 KM) NORTHEAST OF JACKSONBORO, 27.5 FT
 CK3134'(8.4 M) WEST OF CHARLESTON.  OWNERSHIP--HOPEWELL BAPTIST CHURCH, 6869
 CK3134'PARKERS FERRY ROAD, HOLLYWOOD, SC 29449, PHONE 843-889-8357. TO REACH
 CK3134'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY)
 CK3134'AND STATE HIGHWAY 64 IN JACKSONBORO, GO EAST ON HIGHWAY 17 FOR 4.0 MI
 CK3134'(6.44 KM) TO THE JUNCTION OF STATE ROAD 38 (PARKERS FERRY ROAD), TURN
 CK3134'LEFT ON ROAD 38 FOR 3.1 MI (4.99 KM) TO THE 2ND ENTRANCE ROAD LEFT AT
 CK3134'HOPEWELL BAPTIST CHURCH, TURN LEFT ON THE ENTRANCE ROAD FOR 0.05 MI
 CK3134'(0.08 KM) TO THE STATION ON THE LEFT NEAR THE NORTHEAST CORNER OF THE
 CK3134'CLASSROOM WING OF THE CHURCH. STATION IS A CONCRETE POST RECESSED 0.2
 CK3134'FT (0.1 M) AND LEVEL WITH THE ASPHALT DRIVE, 3.2 FT (1.0 M) NORTHEAST
 CK3134'OF THE NORTHEAST CORNER OF THE CHURCH, 16.9 FT (5.2 M) EAST OF THE
 CK3134'EAST EDGE OF A CONCRETE SIDEWALK LEADING FROM THE REAR OF THE CHURCH
 CK3134'TO AN ENTRANCE AT THE NORTH END OF THE WING, 70.8 FT (21.6 M) WEST OF
 CK3134'THE CENTER OF THE ASPHALT DRIVE IN FRONT OF THE CHURCH, 44.0 FT (13.4
 CK3134'M) SOUTH SOUTHWEST OF A 2.5-FOOT PINE TREE. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2543 ***********************************************************************
 CK2543  DESIGNATION -  10 259
 CK2543  PID         -  CK2543
 CK2543  STATE/COUNTY-  SC/CHARLESTON
 CK2543  USGS QUAD   -  LEGAREVILLE (1971)
 CK2543
 CK2543                         *CURRENT SURVEY CONTROL
 CK2543  ___________________________________________________________________
 CK2543* NAD 83(2001)-  32 43 15.01689(N)    080 04 55.11691(W)     ADJUSTED  
 CK2543* NAVD 88     -         6.817  (meters)      22.37   (feet)  ADJUSTED  
 CK2543  ___________________________________________________________________
 CK2543  X           -     925,138.795 (meters)                     COMP
 CK2543  Y           -  -5,290,979.020 (meters)                     COMP
 CK2543  Z           -   3,427,938.640 (meters)                     COMP
 CK2543  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CK2543  ELLIP HEIGHT-         -26.10  (meters)          (12/20/99) GPS OBS
 CK2543  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK2543  DYNAMIC HT  -           6.810 (meters)      22.34  (feet)  COMP
 CK2543  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK2543
 CK2543  HORZ ORDER  -  SECOND
 CK2543  VERT ORDER  -  FIRST     CLASS II
 CK2543  ELLP ORDER  -  FOURTH    CLASS I
 CK2543
 CK2543.The horizontal coordinates were established by classical geodetic methods
 CK2543.and adjusted by the National Geodetic Survey in March 2004..
 CK2543
 CK2543.The orthometric height was determined by differential leveling
 CK2543.and adjusted by the National Geodetic Survey in June 1991..
 CK2543
 CK2543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2543
 CK2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2543
 CK2543.The ellipsoidal height was determined by GPS observations
 CK2543.and is referenced to NAD 83.
 CK2543
 CK2543.The geoid height was determined by GEOID03.
 CK2543
 CK2543.The dynamic height is computed by dividing the NAVD 88
 CK2543.geopotential number by the normal gravity value computed on the
 CK2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2543.degrees latitude (g = 980.6199 gals.).
 CK2543
 CK2543.The modeled gravity was interpolated from observed gravity values.
 CK2543
 CK2543;                    North         East     Units Scale Factor Converg.
 CK2543;SPC SC       -    98,808.515   695,654.166   MT  0.99992953   +0 30 32.2
 CK2543;SPC SC       -   324,174.92  2,282,329.94   iFT  0.99992953   +0 30 32.2
 CK2543;UTM  17      - 3,620,712.275   586,028.480   MT  0.99969126   +0 29 46.6
 CK2543
 CK2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2543!SPC SC       -   1.00000410  x   0.99992953  =   0.99993363
 CK2543!UTM  17      -   1.00000410  x   0.99969126  =   0.99969536
 CK2543
 CK2543:                Primary Azimuth Mark                     Grid Az
 CK2543:SPC SC       -  10 259 AZ MK                             225 24 41.7
 CK2543:UTM  17      -  10 259 AZ MK                             225 25 27.3
 CK2543
 CK2543|---------------------------------------------------------------------|
 CK2543| PID    Reference Object                     Distance      Geod. Az  |
 CK2543|                                                           dddmmss.s |
 CK2543| CK2545 10 259 AZ MK                        APPROX. 0.5 KM 2255513.9 |
 CK2543| CK2542 10 028                               68.954 METERS 28319     |
 CK2543|---------------------------------------------------------------------|
 CK2543
 CK2543                          SUPERSEDED SURVEY CONTROL
 CK2543
 CK2543  NAD 83(1995)-  32 43 15.01690(N)    080 04 55.11749(W) AD(       ) 2
 CK2543  NAD 83(1986)-  32 43 15.02573(N)    080 04 55.12118(W) AD(       ) 2
 CK2543  NGVD 29 (03/21/89)    7.115  (m)           23.34   (f) ADJUSTED    1 2
 CK2543
 CK2543.Superseded values are not recommended for survey control.
 CK2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2543.See file dsdata.txt to determine how the superseded data were derived.
 CK2543
 CK2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8602820712(NAD 83)
 CK2543_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2543_SP_SET: CONCRETE POST
 CK2543_STAMPING: HORZ 10 259 1984
 CK2543_MARK LOGO: SCGS  
 CK2543_PROJECTION: FLUSH
 CK2543_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2543+STABILITY: SURFACE MOTION
 CK2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2543+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1991
 CK2543
 CK2543  HISTORY     - Date     Condition        Report By
 CK2543  HISTORY     - 1984     MONUMENTED       SCGS
 CK2543  HISTORY     - 1984     GOOD             SCGS
 CK2543  HISTORY     - 19910328 GOOD             SCGS
 CK2543  HISTORY     - 20010331 GOOD             NGS
 CK2543  HISTORY     - 20011210 GOOD             NGS
 CK2543
 CK2543                          STATION DESCRIPTION
 CK2543
 CK2543'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2543'THE STATION IS LOCATED ABOUT 15.2 KM (9.5 MI) WEST SOUTHWEST OF
 CK2543'CHARLESTON AND 8.0 KM (5.0 MI) NORTH NORTHWEST OF LEGAREVILLE,
 CK2543'ON JOHNS ISLAND AT FENWICK CROSSROADS.
 CK2543'OWNERSHIP--SOUTHERN BELL SUBSTATION, MR TOM DRAWDY, HIGHWAY 700,
 CK2543'JOHNS ISLAND SC 29455, PHONE 803-724-6020.
 CK2543'
 CK2543'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2543'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 4.7 KM (2.95 MI) TO THE
 CK2543'JUNCTION OF COUNTY ROAD S-10-20 AND THE STATION IN THE NORTH ANGLE
 CK2543'OF THE INTERSECTION.
 CK2543'
 CK2543'THE STATION IS A STANDARD SCGS DISK
 CK2543'STAMPED---HORZ 10 259 1984---,
 CK2543'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2543'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CK2543'68.95 METERS (226.2 FT) EAST-SOUTHEAST FROM A BENCH MARK 10 028
 CK2543'SCGS,
 CK2543'24.2 METERS (79.5 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 CK2543'COUNTY ROAD,
 CK2543'20.5 METERS (67.3 FT) NORTHWEST FROM THE CENTER OF A CONCRETE
 CK2543'ISLAND IN THE CENTER OF HIGHWAY 700 AND
 CK2543'1.5 METERS (4.9 FT) NORTH FROM A POWER POLE WITH TWO GUY WIRES.
 CK2543'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2543'STAMPED---HORZ 10 259 1984---,
 CK2543'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2543'
 CK2543'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2543'STAMPED---AZ MK 10 259 1984---,
 CK2543'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2543'30 CM IN DIAMETER PROJECTING 3 CM ABOVE GROUND.  LOCATED
 CK2543'46.6 METERS (152.8 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 CK2543'THE ST JOHNS EPISCOPAL CHURCH,
 CK2543'10.0 METERS (32.8 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 CK2543'ANGEL OAK ROAD,
 CK2543'9.2 METERS (30.3 FT) SOUTH-SOUTHEAST FROM THE CENTER LINE OF
 CK2543'HIGHWAY 700 AND
 CK2543'1.5 METERS (5.0 FT) WEST-NORTHWEST FROM A WATER METER COVER.
 CK2543'TO REACH THE AZIMUTH FROM THE STATION,
 CK2543'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 CK2543'0.5 KM (0.3 MI) ON HIGHWAY 700 TO THE AZIMUTH MARK ON THE LEFT AT
 CK2543'THE JUNCTION OF ANGEL OAK ROAD.
 CK2543'
 CK2543'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 CK2543'
 CK2543'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK2543'
 CK2543'AN EDM TRAVERSE WAS MADE TO 10 259 SCGS AZ MK AND 10 028 SCGS.
 CK2543'
 CK2543'DESCRIBED BY MARK D. THACKRAH.
 CK2543
 CK2543                          STATION RECOVERY (1984)
 CK2543
 CK2543'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2543'IN FENWICK CROSSROADS.
 CK2543'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 700.
 CK2543'4.75 KILOMETERS (2.95 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2543'THE JOHNS ISLAND POST OFFICE, SET NEAR A POWER POLE THAT SUPPORTS THE
 CK2543'TRAFFIC LIGHT IN THE NORTH ANGLE OF THE INTERSECTION OF COUNTY ROAD
 CK2543'S-10-20, 25.3 METERS (83.0 FEET) NORTHEAST OF THE APPROXIMATE CENTER
 CK2543'OF COUNTY ROAD S-10-20, 19.9 METERS (65.5 FEET) NORTHWEST OF THE
 CK2543'APPROXIMATE CENTER OF STATE HIGHWAY 700 (THE CENTER OF THE CONCRETE
 CK2543'MEDIAN), 15.7 METERS (51.8 FEET) EAST OF A FIRE HYDRANT, 1.4 METERS
 CK2543'(4.8 FEET) NORTH OF THE POWER POLE.
 CK2543
 CK2543                          STATION RECOVERY (1991)
 CK2543
 CK2543'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2543'STATION IS LOCATED 9.6 MILES (15.4 KM) WEST SOUTHWEST OF CHARLESTON ON
 CK2543'JOHNS ISLAND. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 CK2543'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2543'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 700 (MAYBANK
 CK2543'HIGHWAY) AND 171 (FOLLY BEACH ROAD) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2543'HIGHWAY 700 FOR 7.1 MILES (11.4 KM) TO THE JUNCTION OF STATE ROAD 20
 CK2543'(MAIN ROAD)AND THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 CK2543'NORTH ANGLE.
 CK2543'STATION IS A CONCRETE POST RECESSED 4-INCHES AND LEVEL WITH THE
 CK2543'HIGHWAY, 98.3 FEET (30.0 M) EAST SOUTHEAST OF THE EAST CORNER OF A
 CK2543'CONCRETE FOUNDATION FOR A PAY TELEPHONE, 86.6 FEET (26.4 M) SOUTHWEST
 CK2543'OF THE SOUTH CORNER OF A BRICK FACED ALUMINUM BUILDING, 52.1 FEET
 CK2543'(15.9 M) EAST NORTHEAST OF A FIRE HYDRANT, 66.2 FEET (20.2 M)
 CK2543'NORTHWEST OF THE CENTER OF THE SOUTHWEST END OF A CONCRETE TRAFFIC
 CK2543'ISLAND ON HIGHWAY 700, 4.8 FEET (1.5 M) NORTH OF THE POWER POLE WITH
 CK2543'SECURITY LIGHT AND 2 GUY WIRES, 26.4 FEET (8.0 M) NORTHEAST OF THE
 CK2543'CENTER OF A ROUND MANHOLE COVER, 5.5 FEET (1.7 M) WEST NORTHWEST OF A
 CK2543'WITNESS POST.
 CK2543'RECOVERED BY J.R. WERNER.
 CK2543
 CK2543                          STATION RECOVERY (2001)
 CK2543
 CK2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2543'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2543
 CK2543                          STATION RECOVERY (2001)
 CK2543
 CK2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2543'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2545 ***********************************************************************
 CK2545  DESIGNATION -  10 259 AZ MK
 CK2545  PID         -  CK2545
 CK2545  STATE/COUNTY-  SC/CHARLESTON
 CK2545  USGS QUAD   -  LEGAREVILLE (1971)
 CK2545
 CK2545                         *CURRENT SURVEY CONTROL
 CK2545  ___________________________________________________________________
 CK2545* NAD 83(2001)-  32 43 02.75626(N)    080 05 10.09374(W)     ADJUSTED  
 CK2545* NAVD 88     -         6.793  (meters)      22.29   (feet)  ADJUSTED  
 CK2545  ___________________________________________________________________
 CK2545  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 CK2545  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2545  DYNAMIC HT  -           6.786 (meters)      22.26  (feet)  COMP
 CK2545  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 CK2545
 CK2545  HORZ ORDER  -  SECOND
 CK2545  VERT ORDER  -  FIRST     CLASS II
 CK2545
 CK2545.The horizontal coordinates were established by classical geodetic methods
 CK2545.and adjusted by the National Geodetic Survey in March 2004..
 CK2545.No horizontal observational check was made to the station.
 CK2545
 CK2545.The orthometric height was determined by differential leveling
 CK2545.and adjusted by the National Geodetic Survey in June 1991..
 CK2545
 CK2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2545
 CK2545.The geoid height was determined by GEOID03.
 CK2545
 CK2545.The dynamic height is computed by dividing the NAVD 88
 CK2545.geopotential number by the normal gravity value computed on the
 CK2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2545.degrees latitude (g = 980.6199 gals.).
 CK2545
 CK2545.The modeled gravity was interpolated from observed gravity values.
 CK2545
 CK2545;                    North         East     Units Scale Factor Converg.
 CK2545;SPC SC       -    98,427.406   695,267.542   MT  0.99993051   +0 30 23.9
 CK2545;SPC SC       -   322,924.56  2,281,061.49   iFT  0.99993051   +0 30 23.9
 CK2545;UTM  17      - 3,620,331.343   585,641.864   MT  0.99969044   +0 29 38.3
 CK2545
 CK2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2545!SPC SC       -   1.00000410  x   0.99993051  =   0.99993461
 CK2545!UTM  17      -   1.00000410  x   0.99969044  =   0.99969453
 CK2545
 CK2545                          SUPERSEDED SURVEY CONTROL
 CK2545
 CK2545  NAD 83(1986)-  32 43 02.76503(N)    080 05 10.09794(W) AD(       ) 2
 CK2545  NGVD 29 (03/21/89)    7.091  (m)           23.26   (f) ADJUSTED    1 2
 CK2545
 CK2545.Superseded values are not recommended for survey control.
 CK2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2545.See file dsdata.txt to determine how the superseded data were derived.
 CK2545
 CK2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8564220331(NAD 83)
 CK2545_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2545_SP_SET: CONCRETE POST
 CK2545_STAMPING: AZ MK 10 259 1984
 CK2545_MARK LOGO: SCGS  
 CK2545_PROJECTION: FLUSH
 CK2545_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2545+STABILITY: SURFACE MOTION
 CK2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2545+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 CK2545
 CK2545  HISTORY     - Date     Condition        Report By
 CK2545  HISTORY     - 1984     MONUMENTED       SCGS
 CK2545  HISTORY     - 1984     GOOD             SCGS
 CK2545  HISTORY     - 19910430 GOOD             SCGS
 CK2545  HISTORY     - 20010331 GOOD             NGS
 CK2545  HISTORY     - 20011210 GOOD             NGS
 CK2545
 CK2545                          STATION DESCRIPTION
 CK2545
 CK2545'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2545'THE STATION IS LOCATED ABOUT 15.2 KM (9.5 MI) WEST SOUTHWEST OF
 CK2545'CHARLESTON, 8.0 KM (5.0 MI) NORTH NORTHWEST OF LEGAREVILLE.
 CK2545'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK2545'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK2545'SC 29210, PHONE 803-758-6434.
 CK2545'
 CK2545'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2545'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 4.6 KM (2.8 MI) TO THE
 CK2545'JUNCTION OF COUNTY ROAD S-10-20 AND STATION 10 259 SCGS ON THE
 CK2545'RIGHT.  CONTINUE AHEAD ALONG HIGHWAY 700 FOR 0.5 KM (0.3 MI) TO THE
 CK2545'STATION ON THE LEFT AT THE JUNCTION OF ANGEL OAK ROAD.
 CK2545'
 CK2545'THE STATION IS A STANDARD SCGS DISK
 CK2545'STAMPED---AZ MK 10 259 1984---,
 CK2545'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2545'30 CM IN DIAMETER PROJECTING 3 CM ABOVE GROUND.  LOCATED
 CK2545'46.6 METERS (152.8 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER
 CK2545'OF ST JOHNS EPISCOPAL CHURCH,
 CK2545'10.0 METERS (32.8 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 CK2545'ANGEL OAK ROAD,
 CK2545'9.2 METERS (30.3 FT) SOUTH-SOUTHEAST FROM THE CENTER LINE OF
 CK2545'HIGHWAY 700 AND
 CK2545'1.5 METERS (5.0 FT) WEST-NORTHWEST FROM A WATER METER COVER.
 CK2545'
 CK2545'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 CK2545'
 CK2545'AN EDM TRAVERSE WAS MADE TO 10 259 SCGS.
 CK2545'
 CK2545'DESCRIBED BY MARK D. THACKRAH.
 CK2545
 CK2545                          STATION RECOVERY (1984)
 CK2545
 CK2545'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2545'0.5 KM (0.3 MI) SW FROM FENWICK CROSSROADS.
 CK2545'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 700.
 CK2545'5.2 KILOMETERS (3.25 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM THE
 CK2545'JOHNS ISLAND POST OFFICE, SET IN THE SOUTHEAST ANGLE OF THE
 CK2545'INTERSECTION WITH A SAND ROAD (ANGLE OAK ROAD), 46.5 METERS (152.6
 CK2545'FEET) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE ST. JOHNS
 CK2545'EPISCOPAL CHURCH, 28.2 METERS (92.8 FEET) WEST OF THE HEADSTONE WITH
 CK2545'THE MARKINGS OF WILSON WILLIAM EDINGS NOV. 26, 1912 JULY 4 1959,
 CK2545'9.2 METERS (30.3 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY,
 CK2545'9.4 METERS (31.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 CK2545'ANGLE OAK ROAD.
 CK2545'THE MARK IS 1.50 METERS  NE FROM A WITNESS POST.
 CK2545
 CK2545                          STATION RECOVERY (1991)
 CK2545
 CK2545'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2545'STATION IS LOCATED AT THE SAINT JOHNS EPISCOPAL CHURCH ON JOHNS
 CK2545'ISLAND. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2545'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2545'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2545'HIGHWAY 700 FOR 7.1 MILES (11.4 KM) TO THE JUNCTION OF STATE ROAD 20
 CK2545'(BOHICKET ROAD LEFT AND MAIN ROAD RIGHT), CONTINUE ON HIGHWAY 700 FOR
 CK2545'0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT IN THE ENTRANCE DRIVE TO
 CK2545'THE SAINT JOHNS EPISCOPAL CHURCH AND THE JUNCTION OF STATE ROAD 1442
 CK2545'(BROWNSWOOD ROAD) RIGHT.
 CK2545'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2545'HIGHWAY, 30.0 FEET (9.1 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 CK2545'HIGHWAY, 37.0 FEET (11.3 M) EAST OF THE EXTENDED CENTER OF THE ROAD,
 CK2545'152.5 FEET (46.5 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 CK2545'22.9 FEET (7.0 M) WEST OF A 42-INCH LIVE OAK TREE, 102.5 FEET
 CK2545'(31.2 M) NORTH NORTHEAST OF A POWER POLE WITH GUY WIRE AND SECURITY
 CK2545'LIGHT, 6.2 FEET (1.9 M) NORTHEAST OF A WITNESS POST.
 CK2545'RECOVERED BY J.R. WERNER.
 CK2545
 CK2545                          STATION RECOVERY (2001)
 CK2545
 CK2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2545'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2545
 CK2545                          STATION RECOVERY (2001)
 CK2545
 CK2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2545'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2537 ***********************************************************************
 CK2537  DESIGNATION -  10 260
 CK2537  PID         -  CK2537
 CK2537  STATE/COUNTY-  SC/CHARLESTON
 CK2537  USGS QUAD   -  LEGAREVILLE (1971)
 CK2537
 CK2537                         *CURRENT SURVEY CONTROL
 CK2537  ___________________________________________________________________
 CK2537* NAD 83(2001)-  32 44 12.12188(N)    080 03 05.60094(W)     ADJUSTED  
 CK2537* NAVD 88     -         7.170  (meters)      23.52   (feet)  ADJUSTED  
 CK2537  ___________________________________________________________________
 CK2537  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 CK2537  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 CK2537  DYNAMIC HT  -           7.162 (meters)      23.50  (feet)  COMP
 CK2537  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 CK2537
 CK2537  HORZ ORDER  -  SECOND
 CK2537  VERT ORDER  -  FIRST     CLASS II
 CK2537
 CK2537.The horizontal coordinates were established by classical geodetic methods
 CK2537.and adjusted by the National Geodetic Survey in March 2004..
 CK2537
 CK2537.The orthometric height was determined by differential leveling
 CK2537.and adjusted by the National Geodetic Survey in June 1991..
 CK2537
 CK2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2537
 CK2537.The geoid height was determined by GEOID03.
 CK2537
 CK2537.The dynamic height is computed by dividing the NAVD 88
 CK2537.geopotential number by the normal gravity value computed on the
 CK2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2537.degrees latitude (g = 980.6199 gals.).
 CK2537
 CK2537.The modeled gravity was interpolated from observed gravity values.
 CK2537
 CK2537;                    North         East     Units Scale Factor Converg.
 CK2537;SPC SC       -   100,593.208   698,489.575   MT  0.99992503   +0 31 32.9
 CK2537;SPC SC       -   330,030.21  2,291,632.46   iFT  0.99992503   +0 31 32.9
 CK2537;UTM  17      - 3,622,495.920   588,863.627   MT  0.99969737   +0 30 46.6
 CK2537
 CK2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2537!SPC SC       -   1.00000405  x   0.99992503  =   0.99992908
 CK2537!UTM  17      -   1.00000405  x   0.99969737  =   0.99970142
 CK2537
 CK2537:                Primary Azimuth Mark                     Grid Az
 CK2537:SPC SC       -  10 260 AZ MK                             059 27 26.6
 CK2537:UTM  17      -  10 260 AZ MK                             059 28 12.9
 CK2537
 CK2537|---------------------------------------------------------------------|
 CK2537| PID    Reference Object                     Distance      Geod. Az  |
 CK2537|                                                           dddmmss.s |
 CK2537| CK2535 10 260 AZ MK                        APPROX. 0.6 KM 0595859.5 |
 CK2537|---------------------------------------------------------------------|
 CK2537
 CK2537                          SUPERSEDED SURVEY CONTROL
 CK2537
 CK2537  NAD 83(1986)-  32 44 12.13127(N)    080 03 05.60466(W) AD(       ) 2
 CK2537  NGVD 29 (03/21/89)    7.468  (m)           24.50   (f) ADJUSTED    1 2
 CK2537
 CK2537.Superseded values are not recommended for survey control.
 CK2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2537.See file dsdata.txt to determine how the superseded data were derived.
 CK2537
 CK2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8886422496(NAD 83)
 CK2537_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2537_SP_SET: CONCRETE POST
 CK2537_STAMPING: HORZ 10 260 1984
 CK2537_MARK LOGO: SCGS  
 CK2537_PROJECTION: RECESSED 7 CENTIMETERS
 CK2537_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2537+STABILITY: SURFACE MOTION
 CK2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2537+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 CK2537
 CK2537  HISTORY     - Date     Condition        Report By
 CK2537  HISTORY     - 1984     MONUMENTED       SCGS
 CK2537  HISTORY     - 1984     GOOD             SCGS
 CK2537  HISTORY     - 19910430 GOOD             SCGS
 CK2537  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK2537  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK2537
 CK2537                          STATION DESCRIPTION
 CK2537
 CK2537'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2537'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) SOUTH SOUTHWEST OF
 CK2537'CHARLESTON, 9.6 KM (6.0 MI) NORTH OF LEGAREVILLE AND ON JOHNS
 CK2537'ISLAND.
 CK2537'OWNERSHIP--MR JACK PARLER, 3058 MAYBANK HIGHWAY, JOHNS ISLAND SC
 CK2537'29455, PHONE 803-758-6434.
 CK2537'
 CK2537'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2537'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 0.7 KM (0.45 MI) TO THE
 CK2537'AZIMUTH MARK ON THE LEFT AT HASKELLS LAWNMOWER REPAIR SHOP.
 CK2537'CONTINUE AHEAD 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT AT
 CK2537'PARLERS BARBER SHOP.
 CK2537'
 CK2537'THE STATION IS A STANDARD SCGS DISK
 CK2537'STAMPED---HORZ 10 260 1984---,
 CK2537'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2537'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CK2537'17.30 METERS (56.8 FT) EAST-NORTHEAST FROM A POWER POLE WITH A LINE
 CK2537'CROSSING THE ROAD,
 CK2537'15.02 METERS (49.3 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 CK2537'A SINGLE STORY WOOD FRAME HOUSE,
 CK2537'8.67 METERS (28.44 FT) NORTH-NORTHWEST FROM THE CENTER LINE OF
 CK2537'HIGHWAY 700,
 CK2537'3.02 METERS (9.9 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 CK2537'A DRIVEWAY AND
 CK2537'1.17 METERS (3.9 FT) SOUTHEAST FROM A WATER METER COVER (6-INCHES
 CK2537'BY 8-INCHES).
 CK2537'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2537'STAMPED---HORZ 10 260 1984---,
 CK2537'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2537'
 CK2537'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2537'STAMPED---AZ MK 10 260 1984---,
 CK2537'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2537'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2537'19.33 METERS (63.4 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH A
 CK2537'YARD LIGHT ATTACHED ACROSS THE HIGHWAY,
 CK2537'9.08 METERS (29.8 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 CK2537'A DRIVEWAY,
 CK2537'3.62 METERS (11.9 FT) SOUTH-SOUTHEAST FROM THE CENTER LINE OF STATE
 CK2537'HIGHWAY 700 AND
 CK2537'0.55 METER (1.8 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 CK2537'OF A FENCE CORNER WITH AN IRON WAGON WHEEL ATTACHED.
 CK2537'
 CK2537'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 CK2537'
 CK2537'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK2537'
 CK2537'AN EDM TRAVERSE WAS MADE TO 10 260 SCGS AZ MK.
 CK2537'
 CK2537'DESCRIBED BY MARK D. THACKRAH.
 CK2537
 CK2537                          STATION RECOVERY (1984)
 CK2537
 CK2537'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2537'3.2 KM (2.0 MI) NE FROM FENWICK CROSSROADS.
 CK2537'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2537'1.3 KILOMETERS (0.8 MILE) SOUTHWEST ALONG STATE HIGHWAY 700 FROM THE
 CK2537'JOHNS ISLAND POST OFFICE, SET NEAR A SMALL BUSH IN FRONT OF A
 CK2537'ONE-STORY HOUSE NEXT TO A SMALL BARBER SHOP, 12.8 METERS (42.0 FEET)
 CK2537'EAST OF THE SOUTHEAST CORNER OF THE BARBER SHOP, 8.7 METERS (28.5
 CK2537'FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.0 METERS
 CK2537'(23.0 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE,
 CK2537'12.7 METERS (41.6 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CK2537'HOUSE.
 CK2537
 CK2537                          STATION RECOVERY (1991)
 CK2537
 CK2537'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2537'STATION IS LOCATED ON JOHNS ISLAND.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CK2537'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2537'803-737-1350.
 CK2537'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2537'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2537'HIGHWAY 700 FOR 4.15 MILES (6.68 KM) TO THE JUNCTION OF STATE ROAD 54
 CK2537'(RIVER ROAD), CONTINUE ON HIGHWAY 700 FOR 0.9 MILE (1.4 KM) TO THE
 CK2537'STATION ON THE RIGHT NEAR AN ORNAMENTAL BUSH IN FRONT OF A
 CK2537'SHINGLE-SIDED HOUSE.
 CK2537'STATION IS A CONCRETE POST RECESSED 5-INCHES AND LEVEL WITH THE
 CK2537'HIGHWAY, 28.3 FEET (8.6 M) NORTH NORTHWEST OF THE CENTER OF THE
 CK2537'HIGHWAY, 57.3 FEET (17.5 M) EAST NORTHEAST OF A POWER POLE WITH A
 CK2537'SCGS REFERENCE WASHER ATTACHED, 56.5 FEET (17.2 M) EAST SOUTHEAST OF
 CK2537'THE SOUTHWEST CORNER OF THE HOUSE, 9.4 FEET (2.9 M) WEST SOUTHWEST OF
 CK2537'THE CENTER OF A PAVED APRON FOR THE DRIVE TO THE HOUSE, 22.7 FEET
 CK2537'(6.9 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE,
 CK2537'2.5 FEET (0.8 M) SOUTH SOUTHEAST OF THE BUSH.
 CK2537'RECOVERED BY J.R. WERNER.
 CK2537
 CK2537                          STATION RECOVERY (2001)
 CK2537
 CK2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2537
 CK2537                          STATION RECOVERY (2001)
 CK2537
 CK2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2535 ***********************************************************************
 CK2535  DESIGNATION -  10 260 AZ MK
 CK2535  PID         -  CK2535
 CK2535  STATE/COUNTY-  SC/CHARLESTON
 CK2535  USGS QUAD   -  LEGAREVILLE (1971)
 CK2535
 CK2535                         *CURRENT SURVEY CONTROL
 CK2535  ___________________________________________________________________
 CK2535* NAD 83(2001)-  32 44 21.31295(N)    080 02 46.77673(W)     ADJUSTED  
 CK2535* NAVD 88     -         6.529  (meters)      21.42   (feet)  ADJUSTED  
 CK2535  ___________________________________________________________________
 CK2535  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CK2535  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 CK2535  DYNAMIC HT  -           6.521 (meters)      21.39  (feet)  COMP
 CK2535  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 CK2535
 CK2535  HORZ ORDER  -  SECOND
 CK2535  VERT ORDER  -  FIRST     CLASS II
 CK2535
 CK2535.The horizontal coordinates were established by classical geodetic methods
 CK2535.and adjusted by the National Geodetic Survey in March 2004..
 CK2535.No horizontal observational check was made to the station.
 CK2535
 CK2535.The orthometric height was determined by differential leveling
 CK2535.and adjusted by the National Geodetic Survey in June 1991..
 CK2535
 CK2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2535
 CK2535.The geoid height was determined by GEOID03.
 CK2535
 CK2535.The dynamic height is computed by dividing the NAVD 88
 CK2535.geopotential number by the normal gravity value computed on the
 CK2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2535.degrees latitude (g = 980.6199 gals.).
 CK2535
 CK2535.The modeled gravity was interpolated from observed gravity values.
 CK2535
 CK2535;                    North         East     Units Scale Factor Converg.
 CK2535;SPC SC       -   100,880.820   698,977.013   MT  0.99992431   +0 31 43.4
 CK2535;SPC SC       -   330,973.82  2,293,231.67   iFT  0.99992431   +0 31 43.4
 CK2535;UTM  17      - 3,622,783.357   589,351.019   MT  0.99969844   +0 30 56.9
 CK2535
 CK2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2535!SPC SC       -   1.00000415  x   0.99992431  =   0.99992846
 CK2535!UTM  17      -   1.00000415  x   0.99969844  =   0.99970259
 CK2535
 CK2535                          SUPERSEDED SURVEY CONTROL
 CK2535
 CK2535  NAD 83(1986)-  32 44 21.32232(N)    080 02 46.78042(W) AD(       ) 2
 CK2535  NGVD 29 (03/21/89)    6.827  (m)           22.40   (f) ADJUSTED    1 2
 CK2535
 CK2535.Superseded values are not recommended for survey control.
 CK2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2535.See file dsdata.txt to determine how the superseded data were derived.
 CK2535
 CK2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8935122783(NAD 83)
 CK2535_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2535_SP_SET: CONCRETE POST
 CK2535_STAMPING: AZ MK 10 260 1984
 CK2535_MARK LOGO: SCGS  
 CK2535_PROJECTION: RECESSED 7 CENTIMETERS
 CK2535_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2535+STABILITY: SURFACE MOTION
 CK2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2535+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 CK2535
 CK2535  HISTORY     - Date     Condition        Report By
 CK2535  HISTORY     - 1984     MONUMENTED       SCGS
 CK2535  HISTORY     - 1984     GOOD             SCGS
 CK2535  HISTORY     - 19910430 GOOD             SCGS
 CK2535  HISTORY     - 20010331 GOOD             NGS
 CK2535  HISTORY     - 20011210 GOOD             NGS
 CK2535
 CK2535                          STATION DESCRIPTION
 CK2535
 CK2535'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2535'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) SOUTH SOUTHWEST OF
 CK2535'CHARLESTON, 9.6 KM (6.0 MI) NORTH OF LEGAREVILLE AND ON JOHNS
 CK2535'ISLAND.
 CK2535'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK2535'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK2535'SC 29210, PHONE 803-758-6434.
 CK2535'
 CK2535'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2535'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 0.7 KM (0.45 MI) TO THE
 CK2535'STATION ON THE LEFT AT HASKELLS LAWNMOWER REPAIR SHOP.
 CK2535'
 CK2535'THE STATION IS A STANDARD SCGS DISK
 CK2535'STAMPED---AZ MK 10 260 1984---,
 CK2535'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2535'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2535'19.33 METERS (63.4 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH A
 CK2535'YARD LIGHT ATTACHED ACROSS THE HIGHWAY,
 CK2535'9.08 METERS (29.8 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 CK2535'A DRIVEWAY,
 CK2535'3.62 METERS (11.9 FT) SOUTH-SOUTHEAST FROM THE CENTER LINE OF STATE
 CK2535'HIGHWAY 700 AND
 CK2535'0.55 METER (1.8 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF A
 CK2535'FENCE CORNER WITH AN IRON WAGON WHEEL ATTACHED.
 CK2535'
 CK2535'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS ABOVE THE MARK.
 CK2535'
 CK2535'AN EDM TRAVERSE WAS MADE TO 10 260 SCGS.
 CK2535'
 CK2535'DESCRIBED BY MARK D. THACKRAH.
 CK2535
 CK2535                          STATION RECOVERY (1984)
 CK2535
 CK2535'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2535'4.0 KM (2.5 MI) EAST FROM FENWICK CROSSROADS.
 CK2535'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 CK2535'0.7 KILOMETER (0.45 MILE) SOUTHWEST ALONG STATE HIGHWAY 700 FROM THE
 CK2535'JOHNS ISLAND POST OFFICE, SET NEAR THE NORTHEAST CORNER OF A WIRE
 CK2535'FENCE IN THE FRONT YARD OF A SMALL ONE-STORY HOUSE, 19.4 METERS (63.6
 CK2535'FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 9.0 METERS
 CK2535'(29.6 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CK2535'3.4 METERS (11.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 CK2535'DRIVEWAY, 0.5 METER (1.9 FEET) NORTH-NORTHEAST OF THE CORNER OF THE
 CK2535'FENCE.
 CK2535
 CK2535                          STATION RECOVERY (1991)
 CK2535
 CK2535'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2535'STATION IS LOCATED ON JOHNS ISLAND.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CK2535'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2535'803-737-1350.
 CK2535'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2535'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2535'HIGHWAY 700 FOR 4.15 MILES (6.68 KM) TO THE JUNCTION OF STATE ROAD 54
 CK2535'(RIVER ROAD), CONTINUE ON HIGHWAY 700 FOR 0.55 MILE (0.89 KM) TO THE
 CK2535'STATION ON THE LEFT NEAR A RAILROAD TIE FENCE POST IN FRONT OF A
 CK2535'SHINGLE-SIDED HOUSE.
 CK2535'STATION IS A CONCRETE POST RECESSED 3-INCHES AND LEVEL WITH THE
 CK2535'HIGHWAY, 29.7 FEET (9.1 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 CK2535'HIGHWAY, 2.0 FEET (0.6 M) NORTH NORTHEAST OF THE NORTH CORNER OF THE
 CK2535'RAILROAD TIE, 9.5 FEET (2.9 M) WEST SOUTHWEST OF THE CENTER OF A
 CK2535'PAVED APRON OF THE DRIVE TO THE HOUSE, 94.1 FEET (28.7 M) NORTHWEST
 CK2535'OF OF THE NORTH CORNER OF A ONE-STALL CONCRETE BLOCK GARAGE, 63.7
 CK2535'FEET (19.4 M) NORTH OF THE NORTH CORNER OF THE HOUSE.
 CK2535'RECOVERED BY J.R. WERNER.
 CK2535
 CK2535                          STATION RECOVERY (2001)
 CK2535
 CK2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2535
 CK2535                          STATION RECOVERY (2001)
 CK2535
 CK2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2551 ***********************************************************************
 CK2551  DESIGNATION -  10 261 AZ MK
 CK2551  PID         -  CK2551
 CK2551  STATE/COUNTY-  SC/CHARLESTON
 CK2551  USGS QUAD   -  LEGAREVILLE (1971)
 CK2551
 CK2551                         *CURRENT SURVEY CONTROL
 CK2551  ___________________________________________________________________
 CK2551* NAD 83(2001)-  32 42 12.44101(N)    080 05 15.06678(W)     ADJUSTED  
 CK2551* NAVD 88     -         3.984  (meters)      13.07   (feet)  ADJUSTED  
 CK2551  ___________________________________________________________________
 CK2551  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 CK2551  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK2551  DYNAMIC HT  -           3.979 (meters)      13.05  (feet)  COMP
 CK2551  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 CK2551
 CK2551  HORZ ORDER  -  SECOND
 CK2551  VERT ORDER  -  FIRST     CLASS II
 CK2551
 CK2551.The horizontal coordinates were established by classical geodetic methods
 CK2551.and adjusted by the National Geodetic Survey in March 2004..
 CK2551.No horizontal observational check was made to the station.
 CK2551
 CK2551.The orthometric height was determined by differential leveling
 CK2551.and adjusted by the National Geodetic Survey in June 1991..
 CK2551
 CK2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2551
 CK2551.The geoid height was determined by GEOID03.
 CK2551
 CK2551.The dynamic height is computed by dividing the NAVD 88
 CK2551.geopotential number by the normal gravity value computed on the
 CK2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2551.degrees latitude (g = 980.6199 gals.).
 CK2551
 CK2551.The modeled gravity was interpolated from observed gravity values.
 CK2551
 CK2551;                    North         East     Units Scale Factor Converg.
 CK2551;SPC SC       -    96,876.447   695,151.734   MT  0.99993455   +0 30 21.2
 CK2551;SPC SC       -   317,836.11  2,280,681.54   iFT  0.99993455   +0 30 21.2
 CK2551;UTM  17      - 3,618,780.785   585,525.739   MT  0.99969019   +0 29 34.9
 CK2551
 CK2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2551!SPC SC       -   1.00000454  x   0.99993455  =   0.99993909
 CK2551!UTM  17      -   1.00000454  x   0.99969019  =   0.99969473
 CK2551
 CK2551                          SUPERSEDED SURVEY CONTROL
 CK2551
 CK2551  NAD 83(1986)-  32 42 12.45007(N)    080 05 15.07181(W) AD(       ) 2
 CK2551  NGVD 29 (03/21/89)    4.281  (m)           14.05   (f) ADJUSTED    1 2
 CK2551
 CK2551.Superseded values are not recommended for survey control.
 CK2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2551.See file dsdata.txt to determine how the superseded data were derived.
 CK2551
 CK2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8552618781(NAD 83)
 CK2551_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2551_SP_SET: CONCRETE POST
 CK2551_STAMPING: AZ MK 10 261 1984
 CK2551_MARK LOGO: SCGS  
 CK2551_PROJECTION: FLUSH
 CK2551_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2551+STABILITY: SURFACE MOTION
 CK2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2551+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 CK2551
 CK2551  HISTORY     - Date     Condition        Report By
 CK2551  HISTORY     - 1984     MONUMENTED       SCGS
 CK2551  HISTORY     - 1984     GOOD             SCGS
 CK2551  HISTORY     - 19910430 GOOD             SCGS
 CK2551
 CK2551                          STATION DESCRIPTION
 CK2551
 CK2551'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2551'THE STATION IS LOCATED ABOUT 17.3 KM (10.8 MI) SOUTHEAST OF RAVENEL,
 CK2551'8.5 KM (5.3 MI) NORTHEAST OF KIAWAH ISLAND AND 3.7 KM (2.3 MI)
 CK2551'NORTH NORTHWEST OF LEGAREVILLE.
 CK2551'OWNERSHIP--DR DICK SOSNOWSKI, 116 E MAYBANK HIGHWAY, WADMALAW
 CK2551'ISLAND SC 29487, PHONE 803-559-9677.
 CK2551'
 CK2551'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2551'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 5.8 KM (3.65 MI) TO THE
 CK2551'BRIDGE OVER BOHICKET CREEK.  CONTINUE AHEAD 0.5 KM (0.3 MI) TO A
 CK2551'SAND ROAD LEFT.  TURN LEFT AND GO 0.6 KM (0.4 MI) TO STATION
 CK2551'10 261 SCGS ON THE RIGHT.  CONTINUE AHEAD 0.6 KM (0.35 MI) TO THE
 CK2551'STATION ON THE LEFT BY A POWER POLE.
 CK2551'
 CK2551'THE STATION IS A STANDARD SCGS DISK
 CK2551'STAMPED---AZ MK 10 261 1984---,
 CK2551'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2551'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 CK2551'46.48 METERS (152.5 FT) SOUTHWEST FROM THE SOUTH CORNER OF A
 CK2551'WOODEN BARN,
 CK2551'6.71 METERS (22.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 CK2551'OF THE SAND ROAD,
 CK2551'6.71 METERS (22.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 CK2551'DRIVEWAY LEADING TO A BARN,
 CK2551'1.83 METERS (6.0 FT) NORTHEAST FROM A METAL WITNESS POST AND
 CK2551'0.64 METER (2.1 FT) EAST-NORTHEAST FROM THE POWER POLE WITH A
 CK2551'TRANSFORMER ATTACHED.
 CK2551'
 CK2551'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 CK2551'
 CK2551'AN EDM TRANVERSE WAS MADE TO 10 261 SCGS.
 CK2551'
 CK2551'DESCRIBED BY MARK D. THACKRAH.
 CK2551
 CK2551                          STATION RECOVERY (1984)
 CK2551
 CK2551'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2551'1.9 KM (1.2 MI) SW FROM FENWICK CROSSROADS.
 CK2551'THE MARK IS 0.60 M ABOVE SAND ROAD.
 CK2551'6.4 KILOMETERS (4.0 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM THE
 CK2551'JOHNS ISLAND POST OFFICE, THENCE 1.2 KILOMETERS (0.75 MILE) SOUTHEAST
 CK2551'ALONG A SAND ROAD, SET NEAR A POWER POLE AT THE INTERSECTION OF A
 CK2551'FIELD ACCESS ROAD, 46.2 METERS (151.5 FEET) SOUTHWEST OF THE SOUTHWEST
 CK2551'CORNER OF AN OLD BARN, 6.5 METERS (21.3 FEET) SOUTHEAST OF THE
 CK2551'APPROXIMATE CENTER OF THE FIELD ACCESS ROAD, 13.7 METERS (12.0 FEET)
 CK2551'NORTHWEST OF THE APPROXIMATE CENTER OF A 3-FOOT DITCH, 6.2 METERS
 CK2551'(20.2 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 CK2551'0.7 METER (2.3 FEET) EAST-NORTHEAST OF THE POWER POLE.
 CK2551'THE MARK IS 1.90 METERS  NW FROM A WITNESS POST.
 CK2551
 CK2551                          STATION RECOVERY (1991)
 CK2551
 CK2551'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2551'STATION IS LOCATED AT THE NORTHEAST END OF WADMALAW ISLAND.
 CK2551'OWNERSHIP--DICK SOSNOWSKI, 116 EAST MAYBANK HIGHWAY, WADMALAW ISLAND,
 CK2551'SC 29487, PHONE 803-559-9677.
 CK2551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2551'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2551'HIGHWAY 700 FOR 7.1 MILES (11.4 KM) TO THE JUNCTION OF STATE ROAD 20
 CK2551'(BOHICKET ROAD LEFT AND MAIN ROAD RIGHT), CONTINUE ON HIGHWAY 700 FOR
 CK2551'0.7 MILE (1.1 KM) TO THE BRIDGE OVER CHURCH CREEK, CONTINUE ON
 CK2551'HIGHWAY 700 FOR 0.3 MILE (0.5 KM) TO A SAND ROAD LEFT, TURN LEFT ON
 CK2551'THE SAND ROAD FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT NEAR
 CK2551'A POWER POLE WITH TRANSFORMER IN THE EAST ANGLE OF A SAND DRIVE
 CK2551'LEADING TO A SMALL BARN.
 CK2551'STATION IS A CONCRETE POST RECESSED 1-INCH AND 3.0 FEET (0.9 M) ABOVE
 CK2551'THE ROAD, 149.7 FEET (45.6 M) SOUTHWEST OF THE SOUTH CORNER OF THE
 CK2551'BARN, 22.0 FEET (6.7 M) NORTHEAST OF THE CENTER OF THE ROAD, 18.2
 CK2551'FEET (5.5 M) SOUTH SOUTHEAST OF THE CENTER OF THE DRIVE, 2.4 FEET
 CK2551'(0.7 M) NORTHEAST OF THE POWER POLE, 3.0 FEET (0.9 M) EAST NORTHEAST
 CK2551'OF A WITNESS POST.
 CK2551'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6282 ***********************************************************************
 CK6282  DESIGNATION -  10 261 RESET
 CK6282  PID         -  CK6282
 CK6282  STATE/COUNTY-  SC/CHARLESTON
 CK6282  USGS QUAD   -  LEGAREVILLE (1971)
 CK6282
 CK6282                         *CURRENT SURVEY CONTROL
 CK6282  ___________________________________________________________________
 CK6282* NAD 83(2001)-  32 42 26.08704(N)    080 05 30.32425(W)     ADJUSTED  
 CK6282* NAVD 88     -         6.05   (+/-2cm)      19.8    (feet)  VERTCON   
 CK6282  ___________________________________________________________________
 CK6282  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CK6282  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK6282
 CK6282  HORZ ORDER  -  SECOND
 CK6282  VERT ORDER  -  THIRD ? (See Below)
 CK6282
 CK6282.The horizontal coordinates were established by classical geodetic methods
 CK6282.and adjusted by the National Geodetic Survey in March 2004..
 CK6282
 CK6282.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6282.The vertical order pertains to the NGVD 29 superseded value.
 CK6282
 CK6282.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6282
 CK6282.The geoid height was determined by GEOID03.
 CK6282
 CK6282;                    North         East     Units Scale Factor Converg.
 CK6282;SPC SC       -    97,293.274   694,750.689   MT  0.99993345   +0 30 12.7
 CK6282;SPC SC       -   319,203.65  2,279,365.78   iFT  0.99993345   +0 30 12.7
 CK6282;UTM  17      - 3,619,197.600   585,124.885   MT  0.99968935   +0 29 26.9
 CK6282
 CK6282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6282!SPC SC       -   1.00000421  x   0.99993345  =   0.99993766
 CK6282!UTM  17      -   1.00000421  x   0.99968935  =   0.99969356
 CK6282
 CK6282:                Primary Azimuth Mark                     Grid Az
 CK6282:SPC SC       -  10 261 AZ MK                             136 06 19.8
 CK6282:UTM  17      -  10 261 AZ MK                             136 07 05.6
 CK6282
 CK6282|---------------------------------------------------------------------|
 CK6282| PID    Reference Object                     Distance      Geod. Az  |
 CK6282|                                                           dddmmss.s |
 CK6282| CK2551 10 261 AZ MK                        APPROX. 0.6 KM 1363632.5 |
 CK6282|---------------------------------------------------------------------|
 CK6282
 CK6282                          SUPERSEDED SURVEY CONTROL
 CK6282
 CK6282  NAD 83(1986)-  32 42 26.09613(N)    080 05 30.32923(W) AD(       ) 2
 CK6282  NGVD 29 (12/15/87)    6.35   (m)           20.8    (f) LEVELING    3  
 CK6282
 CK6282.Superseded values are not recommended for survey control.
 CK6282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6282.See file dsdata.txt to determine how the superseded data were derived.
 CK6282
 CK6282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8512519198(NAD 83)
 CK6282_MARKER: DD = SURVEY DISK
 CK6282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6282_SP_SET: CONCRETE POST
 CK6282_STAMPING: HORZ 10 261 1984 1991
 CK6282_MARK LOGO: SCGS  
 CK6282_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK6282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6282+STABILITY: SURFACE MOTION
 CK6282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6282+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CK6282
 CK6282  HISTORY     - Date     Condition        Report By
 CK6282  HISTORY     - 1991     MONUMENTED       SCGS
 CK6282
 CK6282                          STATION DESCRIPTION
 CK6282
 CK6282'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK6282'STATION IS LOCATED AT THE NORTHEAST END OF WADMALAW ISLAND.
 CK6282'OWNERSHIP--DICK SOSNOWSKI, 116 EAST MAYBANK HIGHWAY, WADMALAW ISLAND,
 CK6282'SC 29487, PHONE 803-559-9677.
 CK6282'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK6282'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK6282'HIGHWAY 700 FOR 7.1 MILES (11.4 KM) TO THE JUNCTION OF STATE ROAD 20
 CK6282'(BOHICKET ROAD LEFT AND MAIN ROAD RIGHT), CONTINUE ON HIGHWAY 700 FOR
 CK6282'0.7 MILE (1.1 KM) TO THE BRIDGE OVER CHURCH CREEK, CONTINUE ON
 CK6282'HIGHWAY 700 FOR 0.3 MILE (0.5 KM) TO A SAND ROAD LEFT, TURN LEFT ON
 CK6282'THE SAND ROAD FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR
 CK6282'A TELEPHONE JUNCTION BOX IN THE WEST ANGLE OF THE JUNCITION OF A SAND
 CK6282'DRIVE LEADING TO A SMALL WOODEN HOUSE.
 CK6282'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK6282'ROAD, 113.3 FEET (34.5 M) WEST NORTHWEST OF A POWER POLE WITH TWO GUY
 CK6282'WIRES AND A POWER LINE CROSSING THE ROAD, 178.2 FEET (54.3 M)
 CK6282'NORTHEAST OF THE EAST CORNER OF THE HOUSE, 24.0 FEET (7.3 M) SOUTHWEST
 CK6282'OF THE CENTER OF THE ROAD, 26.6 FEET (8.1 M) NORTHWEST OF THE CENTER
 CK6282'OF THE DRIVE, 6.8 FEET (2.1 M) EAST SOUTHEAST OF THE JUNCTION BOX.
 CK6282'NOTE-STATION WAS SET DIRECTLY OVER THE UNDERGROUND MARK FOR STATION 10
 CK6282'261.
 CK6282'NOTE-STATION IS NOT INTERVISIBLE WITH STATION 10 261 AZ MK.
 CK6282'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2617 ***********************************************************************
 CK2617  DESIGNATION -  10 262
 CK2617  PID         -  CK2617
 CK2617  STATE/COUNTY-  SC/CHARLESTON
 CK2617  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2617
 CK2617                         *CURRENT SURVEY CONTROL
 CK2617  ___________________________________________________________________
 CK2617* NAD 83(2001)-  32 47 05.53355(N)    080 06 22.45403(W)     ADJUSTED  
 CK2617* NAVD 88     -         1.439  (meters)       4.72   (feet)  ADJUSTED  
 CK2617  ___________________________________________________________________
 CK2617  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CK2617  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2617  DYNAMIC HT  -           1.438 (meters)       4.72  (feet)  COMP
 CK2617  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK2617
 CK2617  HORZ ORDER  -  SECOND
 CK2617  VERT ORDER  -  FIRST     CLASS II
 CK2617
 CK2617.The horizontal coordinates were established by classical geodetic methods
 CK2617.and adjusted by the National Geodetic Survey in March 2004..
 CK2617
 CK2617.The orthometric height was determined by differential leveling
 CK2617.and adjusted by the National Geodetic Survey in June 1991..
 CK2617
 CK2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2617
 CK2617.The geoid height was determined by GEOID03.
 CK2617
 CK2617.The dynamic height is computed by dividing the NAVD 88
 CK2617.geopotential number by the normal gravity value computed on the
 CK2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2617.degrees latitude (g = 980.6199 gals.).
 CK2617
 CK2617.The modeled gravity was interpolated from observed gravity values.
 CK2617
 CK2617;                    North         East     Units Scale Factor Converg.
 CK2617;SPC SC       -   105,888.950   693,318.690   MT  0.99991183   +0 29 43.8
 CK2617;SPC SC       -   347,404.69  2,274,667.62   iFT  0.99991183   +0 29 43.8
 CK2617;UTM  17      - 3,627,791.561   583,695.040   MT  0.99968637   +0 29 02.4
 CK2617
 CK2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2617!SPC SC       -   1.00000492  x   0.99991183  =   0.99991675
 CK2617!UTM  17      -   1.00000492  x   0.99968637  =   0.99969129
 CK2617
 CK2617:                Primary Azimuth Mark                     Grid Az
 CK2617:SPC SC       -  CHUCK                                    156 17 53.5
 CK2617:UTM  17      -  CHUCK                                    156 18 34.9
 CK2617
 CK2617|---------------------------------------------------------------------|
 CK2617| PID    Reference Object                     Distance      Geod. Az  |
 CK2617|                                                           dddmmss.s |
 CK2617| CK2710 CHUCK                               449.624 METERS 1564737.3 |
 CK2617| CK2618 10 262 AZ MK                        APPROX. 0.7 KM 1754606.6 |
 CK2617|---------------------------------------------------------------------|
 CK2617
 CK2617                          SUPERSEDED SURVEY CONTROL
 CK2617
 CK2617  NAD 83(1986)-  32 47 05.54418(N)    080 06 22.45756(W) AD(       ) 2
 CK2617  NGVD 29 (03/21/89)    1.735  (m)            5.69   (f) ADJUSTED    1 2
 CK2617
 CK2617.Superseded values are not recommended for survey control.
 CK2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2617.See file dsdata.txt to determine how the superseded data were derived.
 CK2617
 CK2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8369527792(NAD 83)
 CK2617_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2617_SP_SET: CONCRETE POST
 CK2617_STAMPING: HORZ 10 262 1984
 CK2617_MARK LOGO: SCGS  
 CK2617_PROJECTION: FLUSH
 CK2617_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2617+STABILITY: SURFACE MOTION
 CK2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2617+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 CK2617
 CK2617  HISTORY     - Date     Condition        Report By
 CK2617  HISTORY     - 1984     MONUMENTED       SCGS
 CK2617  HISTORY     - 1984     GOOD             SCGS
 CK2617  HISTORY     - 19910424 GOOD             SCGS
 CK2617  HISTORY     - 20010310 GOOD             USPSQD
 CK2617  HISTORY     - 20010331 GOOD             NGS
 CK2617  HISTORY     - 20011210 GOOD             NGS
 CK2617
 CK2617                          STATION DESCRIPTION
 CK2617
 CK2617'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2617'THE STATION IS LOCATED ABOUT 9.4 KM (5.9 MI) EAST OF RAVENEL, 4.0 KM
 CK2617'(2.5 MI) EAST NORTHEAST OF RANTOWELS AND AT THE LIMEHOUSE BRIDGE
 CK2617'BOAT LANDING.
 CK2617'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J PROSSER,
 CK2617'DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA SC 29210,
 CK2617'PHONE 803-758-6434.
 CK2617'
 CK2617'TO REACH THE STATION FROM THE CENTER OF THE LIMEHOUSE BRIDGE ON
 CK2617'COUNTY ROAD S-10-20, GO SOUTHERLY ON COUNTY ROAD FOR 0.2 KM (0.15
 CK2617'MI) TO THE ENTRANCE TO THE LIMEHOUSE BRIDGE BOAT LANDING AND
 CK2617'FISHING PIER
 CK2617'ON THE LEFT.  TURN SHARP LEFT AND GO NORTHERLY THROUGH THE PARKING
 CK2617'LOT TO THE STATION ON THE RIGHT AT THE NORTHERN END OF THE PARKING
 CK2617'LOT.
 CK2617'
 CK2617'THE STATION IS A STANDARD SCGS DISK
 CK2617'STAMPED---HORZ 10 262 1984---,
 CK2617'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2617'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2617'58.5 METERS (192.0 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF
 CK2617'THE LIMEHOUSE BRIDGE,
 CK2617'32.0 METERS (105.0 FT) SOUTHEAST FROM THE SOUTHEAST CONCRETE
 CK2617'FOUNDATION OF A POWER TOWER,
 CK2617'27.43 METERS (90.0 FT) SOUTH FROM THE CENTER OF THE BOTTOM STEP TO
 CK2617'THE FISHING PIER,
 CK2617'1.76 METERS (5.8 FT) SOUTH FROM A 866 5475 A TIDAL (TIDAL BENCH
 CK2617'MARK) AND
 CK2617'0.82 METER (2.7 FT) NORTH FROM A METAL WITNESS POST.
 CK2617'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2617'STAMPED---HORZ 10 262 1984---,
 CK2617'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2617'
 CK2617'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2617'STAMPED---AZ MK 10 262 1984---,
 CK2617'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2617'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2617'40.41 METERS (132.7 FT) EAST FROM THE CENTER LINE OF COUNTY ROAD
 CK2617'S-10-20,
 CK2617'32.92 METERS (108.0 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER
 CK2617'OF THE STOP AND GO FOOD STORE,
 CK2617'25.91 METERS (85.0 FT) SOUTH-SOUTHEAST FROM THE CENTER LINE OF
 CK2617'COUNTY ROAD S-10-54 AND
 CK2617'0.57 METER (1.9 FT) SOUTHEAST FROM THE CHAIN LINK FENCE.
 CK2617'TO REACH THE AZIMUTH FROM THE CENTER OF THE LIMEHOUSE BRIDGE,
 CK2617'GO SOUTH FOR 0.6 KM (0.4 MI) ON COUNTY ROAD S-10-20 TO THE JUNCTION
 CK2617'OF COUNTY ROAD S-10-54 AND A FAST FOOD STORE AND THE AZIMUTH MARK
 CK2617'ON THE LEFT, INSIDE A CHAIN LINK FENCE IN THE YARD OF THE STORE.
 CK2617'
 CK2617'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 CK2617'
 CK2617'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK2617'
 CK2617'AN EDM TRAVERSE WAS MADE TO 10 262 SCGS AZ MK AND CHUCK 1933.
 CK2617'
 CK2617'DESCRIBED BY MARK D. THACKRAH.
 CK2617
 CK2617                          STATION RECOVERY (1984)
 CK2617
 CK2617'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2617'9.6 KM (6.0 MI) SW FROM SAINT ANDREWS.
 CK2617'THE MARK IS ABOVE LEVEL WITH PARKING AREA.
 CK2617'2.0 KILOMETERS (1.25 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2617'INTERSECTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0
 CK2617'MILES) WEST OF SAINT ANDREWS, SET BETWEEN THE PARKING AREA AND A SMALL
 CK2617'STREAM NEAR THE BOAT DOCK, 32.9 METERS (108.0 FEET) SOUTHEAST OF THE
 CK2617'SOUTHEAST LEG OF A STEEL ELECTRICAL TOWER, 2.0 METERS (6.7 FEET) WEST
 CK2617'OF THE APPROXIMATE EDGE OF THE SMALL STREAM, 11.1 METERS (36.7 FEET)
 CK2617'SOUTH-SOUTHWEST OF A POWER POLE.
 CK2617'THE MARK IS 0.70 METERS  N FROM A WITNESS POST.
 CK2617
 CK2617                          STATION RECOVERY (1991)
 CK2617
 CK2617'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2617'STATION IS LOCATED AT THE BOAT DOCK OF THE LIMEHOUSE BRIDGE OVER THE
 CK2617'STONO RIVER ON JOHNS ISLAND.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CK2617'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2617'803-737-1350.
 CK2617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK2617'HIGHWAY 162 (5.5 MILES EAST NORTHEAST OF RAVENEL), GO NORTHEAST ON
 CK2617'HIGHWAY 17 FOR 2.9 MILES (4.7 KM) TO THE JUNCTION OF STATE ROAD 20
 CK2617'(MAIN ROAD) , TURN RIGHT ON ROAD 20 FOR 1.4 MILES (2.3 KM) TO THE
 CK2617'ENTRANCE TO A BOAT DOCK AND RAMP AT THE STONO RIVER, TURN LEFT ON THE
 CK2617'ENTRANCE FOR 0.15 MILE (0.24 KM) TO THE DOCK, RAMP AND THE STATION ON
 CK2617'THE RIGHT.
 CK2617'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE ENTRANCE
 CK2617'ROAD, 87.8 FEET (26.8 M) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF
 CK2617'THE BOTTOM STEP TO THE DOCK, 104.6 FEET (31.9 M) SOUTHEAST OF THE
 CK2617'SOUTHWEST CORNER OF THE BOAT RAMP, 48.7 FEET (14.8 M) SOUTH OF THE
 CK2617'CENTER OF A CONCRETE OCTAGON-SHAPED POLE THAT IS 20-FEET ABOVE THE
 CK2617'GROUND, 5.7 FEET (1.7 M) SOUTH OF TIDAL BENCH MARK 866 5475 A TIDAL,
 CK2617'12.0 FEET (3.7 M) WEST OF THE EDGE OF A CREEK, 2.3 FEET (0.7 M) NORTH
 CK2617'OF A WITNESS POST.
 CK2617'RECOVERED BY J.R. WERNER.
 CK2617
 CK2617                          STATION RECOVERY (2001)
 CK2617
 CK2617'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2617'RECOVERED IN GOOD CONDITION.
 CK2617
 CK2617                          STATION RECOVERY (2001)
 CK2617
 CK2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2617'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2617
 CK2617                          STATION RECOVERY (2001)
 CK2617
 CK2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2617'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2618 ***********************************************************************
 CK2618  DESIGNATION -  10 262 AZ MK
 CK2618  PID         -  CK2618
 CK2618  STATE/COUNTY-  SC/CHARLESTON
 CK2618  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2618
 CK2618                         *CURRENT SURVEY CONTROL
 CK2618  ___________________________________________________________________
 CK2618* NAD 83(2001)-  32 46 42.91443(N)    080 06 20.47297(W)     ADJUSTED  
 CK2618* NAVD 88     -         1.830  (meters)       6.00   (feet)  ADJUSTED  
 CK2618  ___________________________________________________________________
 CK2618  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CK2618  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK2618  DYNAMIC HT  -           1.828 (meters)       6.00  (feet)  COMP
 CK2618  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CK2618
 CK2618  HORZ ORDER  -  SECOND
 CK2618  VERT ORDER  -  FIRST     CLASS II
 CK2618
 CK2618.The horizontal coordinates were established by classical geodetic methods
 CK2618.and adjusted by the National Geodetic Survey in March 2004..
 CK2618
 CK2618.The orthometric height was determined by differential leveling
 CK2618.and adjusted by the National Geodetic Survey in June 1991..
 CK2618
 CK2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2618
 CK2618.The geoid height was determined by GEOID03.
 CK2618
 CK2618.The dynamic height is computed by dividing the NAVD 88
 CK2618.geopotential number by the normal gravity value computed on the
 CK2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2618.degrees latitude (g = 980.6199 gals.).
 CK2618
 CK2618.The modeled gravity was interpolated from observed gravity values.
 CK2618
 CK2618;                    North         East     Units Scale Factor Converg.
 CK2618;SPC SC       -   105,192.684   693,376.264   MT  0.99991351   +0 29 44.9
 CK2618;SPC SC       -   345,120.35  2,274,856.51   iFT  0.99991351   +0 29 44.9
 CK2618;UTM  17      - 3,627,095.442   583,752.461   MT  0.99968649   +0 29 03.1
 CK2618
 CK2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2618!SPC SC       -   1.00000486  x   0.99991351  =   0.99991837
 CK2618!UTM  17      -   1.00000486  x   0.99968649  =   0.99969135
 CK2618
 CK2618                          SUPERSEDED SURVEY CONTROL
 CK2618
 CK2618  NAD 83(1986)-  32 46 42.92508(N)    080 06 20.47698(W) AD(       ) 2
 CK2618  NGVD 29 (03/21/89)    2.126  (m)            6.98   (f) ADJUSTED    1 2
 CK2618
 CK2618.Superseded values are not recommended for survey control.
 CK2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2618.See file dsdata.txt to determine how the superseded data were derived.
 CK2618
 CK2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8375227095(NAD 83)
 CK2618_MARKER: DZ = AZIMUTH MARK DISK
 CK2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2618_SP_SET: CONCRETE POST
 CK2618_STAMPING: AZ MK 10 262 1984
 CK2618_MARK LOGO: SCGS  
 CK2618_PROJECTION: FLUSH
 CK2618_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2618+STABILITY: SURFACE MOTION
 CK2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2618+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 CK2618
 CK2618  HISTORY     - Date     Condition        Report By
 CK2618  HISTORY     - 1984     MONUMENTED       SCGS
 CK2618  HISTORY     - 1984     GOOD             SCGS
 CK2618  HISTORY     - 19910424 GOOD             SCGS
 CK2618  HISTORY     - 20010310 GOOD             USPSQD
 CK2618  HISTORY     - 20010331 GOOD             NGS
 CK2618  HISTORY     - 20011210 GOOD             NGS
 CK2618
 CK2618                          STATION DESCRIPTION
 CK2618
 CK2618'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2618'THE STATION IS LOCATED ABOUT 9.4 KM (5.9 MI) EAST OF RAVENEL, 4.0 KM
 CK2618'(2.5 MI) EAST NORTHEAST OF RANTOWELS AND AT THE JUNCTION OF COUNTY
 CK2618'ROADS S-10-20 AND S-10-54 IN JOHNS ISLAND.
 CK2618'OWNERSHIP--STOP AND GO NO 3, MAIN ROAD, JOHNS ISLAND SC 29455,
 CK2618'PHONE 803-559-3661.
 CK2618'
 CK2618'TO REACH THE STATION FROM THE CENTER OF THE LIMEHOUSE BRIDGE ON
 CK2618'COUNTY ROAD S-10-20, GO SOUTHERLY ON COUNTY ROAD FOR 0.6 KM (0.4
 CK2618'MI) TO JUNCTION OF COUNTY ROAD S-10-54 AND A FAST FOOD STORE AND
 CK2618'THE STATION ON THE LEFT INSIDE A CHAIN LINK FENCE IN THE YARD OF
 CK2618'THE STORE.
 CK2618'
 CK2618'THE STATION IS A STANDARD SCGS DISK
 CK2618'STAMPED---AZ MK 10 262 1984---,
 CK2618'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2618'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2618'40.41 METERS (132.7 FT) EAST FROM THE CENTER LINE OF COUNTY ROAD
 CK2618'S-10-20,
 CK2618'32.92 METERS (108.0 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER
 CK2618'OF THE STOP AND GO FOOD STORE,
 CK2618'25.91 METERS (85.0 FT) SOUTH-SOUTHEAST FROM THE CENTER LINE OF
 CK2618'COUNTY ROAD S-10-54 AND
 CK2618'0.57 METER (1.9 FT) SOUTHEAST FROM THE CHAIN LINK FENCE.
 CK2618'
 CK2618'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 CK2618'
 CK2618'AN EDM TRAVERSE WAS MADE TO 10 262 SCGS AND CHUCK 1933 RM 4.
 CK2618'
 CK2618'DESCRIBED BY MARK D. THACKRAH.
 CK2618
 CK2618                          STATION RECOVERY (1984)
 CK2618
 CK2618'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2618'9.6 KM (6.0 MI) SW FROM SAINT ANDREWS.
 CK2618'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2618'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2618'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2618'WEST OF SAINT ANDREWS, SET INSIDE OF A CHAIN LINK FENCE IN THE
 CK2618'SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-10-54,
 CK2618'40.1 METERS (131.7 FEET) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 CK2618'S-10-20, 32.2 METERS (105.8 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CK2618'COUNTY ROAD S-10-54, 32.7 METERS (107.6 FEET) NORTHEAST OF THE
 CK2618'NORTHEAST CORNER OF THE FAST FOOD STORE, 0.5 METER (1.8 FEET)
 CK2618'SOUTH-SOUTHEAST OF THE CHAIN LINK FENCE.
 CK2618
 CK2618                          STATION RECOVERY (1991)
 CK2618
 CK2618'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2618'STATION IS LOCATED ON JOHNS ISLAND, 0.4 MILE (0.6 KM) SOUTH OF THE
 CK2618'LIMEHOUSE BRIDGE OVER THE STONO RIVER.  OWNERSHIP--STOP AND GO, P.O.
 CK2618'BOX 449, RAVENEL, SC 29470, PHONE 803-559-3661.
 CK2618'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK2618'HIGHWAY 162 (5.5 MILES EAST NORTHEAST OF RAVENEL), GO NORTHEAST ON
 CK2618'HIGHWAY 17 FOR 2.9 MILES (4.7 KM) TO THE JUNCTION OF STATE ROAD 20
 CK2618'(MAIN ROAD) , TURN RIGHT ON ROAD 20 FOR 1.65 MILES (2.66 KM) TO THE
 CK2618'JUNCTION OF STATE ROAD 54 (CHISOLM ROAD TO THE WEST AND RIVER ROAD TO
 CK2618'THE EAST) AND THE STATION NEAR A POWER POLE INSIDE OF A CHAIN LINK
 CK2618'FENCE IN THE SOUTHEAST ANGLE OF THE JUNCTION.
 CK2618'STATION IS A CONCRETE POST RECESSED 3-INCHES AND 0.5 FOOT (0.2 M)
 CK2618'BELOW ROAD 54, 82.5 FEET (25.1 M) SOUTH SOUTHEAST OF THE CENTER OF
 CK2618'ROAD 54, 129.2 EAST SOUTHEAST OF THE CENTER OF ROAD 20, 55.5 FEET
 CK2618'(16.9 M) SOUTHWEST OF A FIRE HYDRANT, 118.1 FEET (36.0 M) NORTH OF
 CK2618'THE NORTHEAST CORNER OF A BRICK BUILDING (STOP AND GO), 16.0 FEET
 CK2618'(4.9 M) NORTHEAST OF THE POWER POLE, 1.9 FEET (0.6 M) SOUTHEAST OF
 CK2618'THE FENCE.
 CK2618'RECOVERED BY J.R. WERNER.
 CK2618
 CK2618                          STATION RECOVERY (2001)
 CK2618
 CK2618'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2618'RECOVERED IN GOOD CONDITION.
 CK2618
 CK2618                          STATION RECOVERY (2001)
 CK2618
 CK2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2618'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2618
 CK2618                          STATION RECOVERY (2001)
 CK2618
 CK2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2618'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2593 ***********************************************************************
 CK2593  DESIGNATION -  10 263
 CK2593  PID         -  CK2593
 CK2593  STATE/COUNTY-  SC/CHARLESTON
 CK2593  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2593
 CK2593                         *CURRENT SURVEY CONTROL
 CK2593  ___________________________________________________________________
 CK2593* NAD 83(2001)-  32 39 34.92858(N)    080 08 44.26715(W)     ADJUSTED  
 CK2593* NAVD 88     -         2.869  (meters)       9.41   (feet)  ADJUSTED  
 CK2593  ___________________________________________________________________
 CK2593  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CK2593  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 CK2593  DYNAMIC HT  -           2.866 (meters)       9.40  (feet)  COMP
 CK2593  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 CK2593
 CK2593  HORZ ORDER  -  SECOND
 CK2593  VERT ORDER  -  FIRST     CLASS II
 CK2593
 CK2593.The horizontal coordinates were established by classical geodetic methods
 CK2593.and adjusted by the National Geodetic Survey in March 2004..
 CK2593
 CK2593.The orthometric height was determined by differential leveling
 CK2593.and adjusted by the National Geodetic Survey in June 1991..
 CK2593
 CK2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2593
 CK2593.The geoid height was determined by GEOID03.
 CK2593
 CK2593.The dynamic height is computed by dividing the NAVD 88
 CK2593.geopotential number by the normal gravity value computed on the
 CK2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2593.degrees latitude (g = 980.6199 gals.).
 CK2593
 CK2593.The modeled gravity was interpolated from observed gravity values.
 CK2593
 CK2593;                    North         East     Units Scale Factor Converg.
 CK2593;SPC SC       -    91,978.120   689,743.626   MT  0.99994758   +0 28 25.2
 CK2593;SPC SC       -   301,765.49  2,262,938.41   iFT  0.99994758   +0 28 25.2
 CK2593;UTM  17      - 3,613,884.915   580,117.931   MT  0.99967915   +0 27 39.9
 CK2593
 CK2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2593!SPC SC       -   1.00000469  x   0.99994758  =   0.99995227
 CK2593!UTM  17      -   1.00000469  x   0.99967915  =   0.99968384
 CK2593
 CK2593:                Primary Azimuth Mark                     Grid Az
 CK2593:SPC SC       -  10 263 AZ MK                             320 22 44.5
 CK2593:UTM  17      -  10 263 AZ MK                             320 23 29.8
 CK2593
 CK2593|---------------------------------------------------------------------|
 CK2593| PID    Reference Object                     Distance      Geod. Az  |
 CK2593|                                                           dddmmss.s |
 CK2593| CK2592 10 263 AZ MK                        APPROX. 0.8 KM 3205109.7 |
 CK2593|---------------------------------------------------------------------|
 CK2593
 CK2593                          SUPERSEDED SURVEY CONTROL
 CK2593
 CK2593  NAD 83(1986)-  32 39 34.93799(N)    080 08 44.27139(W) AD(       ) 2
 CK2593  NGVD 29 (03/21/89)    3.167  (m)           10.39   (f) ADJUSTED    1 2
 CK2593
 CK2593.Superseded values are not recommended for survey control.
 CK2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2593.See file dsdata.txt to determine how the superseded data were derived.
 CK2593
 CK2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8011813885(NAD 83)
 CK2593_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2593_SP_SET: CONCRETE POST
 CK2593_STAMPING: HORZ 10 263 1984
 CK2593_MARK LOGO: SCGS  
 CK2593_PROJECTION: RECESSED 3 CENTIMETERS
 CK2593_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2593+STABILITY: SURFACE MOTION
 CK2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2593+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 CK2593
 CK2593  HISTORY     - Date     Condition        Report By
 CK2593  HISTORY     - 1984     MONUMENTED       SCGS
 CK2593  HISTORY     - 1984     GOOD             SCGS
 CK2593  HISTORY     - 19910430 GOOD             SCGS
 CK2593
 CK2593                          STATION DESCRIPTION
 CK2593
 CK2593'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2593'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTHWEST OF KIAWAH
 CK2593'ISLAND, 7.7 KM (4.8 MI)  WEST OF LEGAREVILLE AND 8.0 KM (5.0 MI)
 CK2593'NORTHEAST OF ROCKVILLE.
 CK2593'OWNERSHIP--H SINKLER, ROSEBANK PLANTATION, JOHNS ISLAND SC 29455,
 CK2593'PHONE 803-768-2121.
 CK2593'
 CK2593'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2593'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 9.1 KM (5.7 MI) TO A FORK
 CK2593'RIGHT.  CONTINUE AHEAD ALONG STATE HIGHWAY 700 4.4 KM (2.75 MI) TO
 CK2593'THE SAINT JAMES CHURCH AND A SAND ROAD LEFT.  TURN LEFT ON THE SAND
 CK2593'ROAD AND GO 1.1 KM (0.7 MI) TO A FORK.  TAKE LEFT FOR FOR 1.3 KM
 CK2593'(0.8 MI) TO THE AZIMUTH MARK ON THE LEFT BY A TWO STALL EQUIPMENT
 CK2593'SHED.  CONTINUE AHEAD 0.8 KM (0.5 MI) ALONG THE SAND ROAD TO THE
 CK2593'END OF THE ROAD AND THE STATION STRAIGHT AHEAD IN THE YARD.
 CK2593'
 CK2593'THE STATION IS A STANDARD SCGS DISK
 CK2593'STAMPED---HORZ 10 263 1984---,
 CK2593'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2593'30 CM IN DIAMETER RECESSED 7 CM BELOW GROUND.  LOCATED
 CK2593'42.06 METERS (138.0 FT) NORTHWEST FROM THE HIGH WATER LINE,
 CK2593'32.46 METERS (106.5 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 CK2593'THE CHIMNEY ON THE NORTHEAST SIDE OF THE HOUSE,
 CK2593'28.04 METERS (92.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 CK2593'DRIVEWAY BETWEEN THE TWO HOUSES AND
 CK2593'20.42 METERS (67.0 FT) WEST FROM A 36-INCH OAK TREE.
 CK2593'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2593'STAMPED---HORZ 10 263 1984---,
 CK2593'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2593'
 CK2593'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2593'STAMPED---AZ MK 10 263 1984---,
 CK2593'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2593'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2593'14.33 METERS (47.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CK2593'SAND ROAD,
 CK2593'8.72 METERS (28.6 FT) NORTHEAST FROM A LONE PALMETTO TREE AND
 CK2593'0.88 METER (2.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 CK2593'SHED.
 CK2593'
 CK2593'HEIGHT OF LIGHT SHOWN WAS 1.30 METERS ABOVE THE MARK.
 CK2593'
 CK2593'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK2593'
 CK2593'AN EDM TRAVERSE WAS MADE TO 10 263 SCGS AZ MK.
 CK2593'
 CK2593'DESCRIBED BY MARK D. THACKRAH.
 CK2593
 CK2593                          STATION RECOVERY (1984)
 CK2593
 CK2593'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2593'8.8 KM (5.5 MI) NE FROM ROCKVILLE.
 CK2593'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2593'13.9 KILOMETERS (8.65 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2593'THE JOHNS ISLAND POST OFFICE, THENCE 1.0 KILOMETER (0.6 MILE)
 CK2593'SOUTHWEST ALONG A SAND ROAD (ROSEBANK ROAD), THENCE 2.1 KILOMETERS
 CK2593'(1.3 MILES) EAST-SOUTHEAST ALONG A SAND ROAD (ROSEBANK PLANTATION
 CK2593'ROAD), SET IN THE LAWN BETWEEN TWO--2-STORY HOUSES, 65.6 METERS (215.4
 CK2593'FEET) SOUTH-SOUTHWEST OF THE CHIMNEY OF THE NORTHERN MOST HOUSE,
 CK2593'32.6 METERS (107.0 FEET) NORTH-NORTHEAST OF THE CHIMNEY OF THE
 CK2593'SOUTHERN MOST HOUSE, 40.3 METERS (132.3 FEET) WEST-NORTHWEST OF THE
 CK2593'APPROXIMATE EDGE OF THE MARSH, 31.9 METERS (101.5 FEET)
 CK2593'SOUTH-SOUTHEAST OF A LONE 36-INCH CEDAR TREE.
 CK2593
 CK2593                          STATION RECOVERY (1991)
 CK2593
 CK2593'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2593'STATION IS LOCATED AT THE ROSEBANK PLANTATION ON WADMALAW ISLAND.
 CK2593'OWNERSHIP--MR. H. SINKLER, ROSEBANK PLANTATION, WADMALAW ISLAND, SC
 CK2593'29487, PHONE 803-768-2121.
 CK2593'TO REACH THE STATION FROM THE END OF STATE HIGHWAY 700 (MAYBANK
 CK2593'HIGHWAY) AT ROCKVILLE ON WADMALAW ISLAND, GO NORTHEAST ON HIGHWAY 700
 CK2593'FOR 5.1 MILES (8.2 KM) TO THE JUNCTION OF A SAND ROAD (ROSEBANK ROAD)
 CK2593', TURN RIGHT ON THE SAND ROAD FOR 0.55 MILE (0.89 KM) TO THE JUNCTION
 CK2593'OF A SAND ROAD (ROSEBANK PLANTATION ROAD), TURN RIGHT ON THE SAND
 CK2593'ROAD FOR 1.25 MILE (2.01 KM) TO A DITCH AND A Y-SHAPED DRIVE, BEAR
 CK2593'RIGHT ON THE DRIVE LEADING TO THE SMALLER OF TWO TWO-STORY HOUSES FOR
 CK2593'0.05 MILE (0.08 KM) TO A GRASSY DRIVE LEFT AND THE STATION ON THE
 CK2593'LEFT NEAR A GROUP OF PINE TREES.
 CK2593'STATION IS A CONCRETE POST RECESSED 3-INCHES AND 1.0 FOOT (0.3 M)
 CK2593'BELOW THE GRASSY DRIVE, 219.1 FEET (66.8 M) SOUTH SOUTHWEST OF THE
 CK2593'WEST CORNER OF A BRICK CHIMNEY ON THE SOUTHWEST SIDE OF THE LARGER
 CK2593'HOUSE, 68.3 FEET (20.8 M) WEST OF A 37-INCH LIVE OAK TREE, 111.6 FEET
 CK2593'(34.0 M) NORTH NORTHEAST OF THE EAST CORNER OF THE SMALLER HOUSE,
 CK2593'86.5 FEET (26.4 M) SOUTHEAST OF THE CENTER OF THE GRASSY DRIVE.
 CK2593'NOTE-STATION IS INTERVISIBLE WITH STATION 10 263 AZ MK.
 CK2593'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2592 ***********************************************************************
 CK2592  DESIGNATION -  10 263 AZ MK
 CK2592  PID         -  CK2592
 CK2592  STATE/COUNTY-  SC/CHARLESTON
 CK2592  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2592
 CK2592                         *CURRENT SURVEY CONTROL
 CK2592  ___________________________________________________________________
 CK2592* NAD 83(2001)-  32 39 55.50676(N)    080 09 04.07191(W)     ADJUSTED  
 CK2592* NAVD 88     -         2.932  (meters)       9.62   (feet)  ADJUSTED  
 CK2592  ___________________________________________________________________
 CK2592  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 CK2592  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 CK2592  DYNAMIC HT  -           2.929 (meters)       9.61  (feet)  COMP
 CK2592  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 CK2592
 CK2592  HORZ ORDER  -  SECOND
 CK2592  VERT ORDER  -  FIRST     CLASS II
 CK2592
 CK2592.The horizontal coordinates were established by classical geodetic methods
 CK2592.and adjusted by the National Geodetic Survey in March 2004..
 CK2592.No horizontal observational check was made to the station.
 CK2592
 CK2592.The orthometric height was determined by differential leveling
 CK2592.and adjusted by the National Geodetic Survey in June 1991..
 CK2592
 CK2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2592
 CK2592.The geoid height was determined by GEOID03.
 CK2592
 CK2592.The dynamic height is computed by dividing the NAVD 88
 CK2592.geopotential number by the normal gravity value computed on the
 CK2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2592.degrees latitude (g = 980.6199 gals.).
 CK2592
 CK2592.The modeled gravity was interpolated from observed gravity values.
 CK2592
 CK2592;                    North         East     Units Scale Factor Converg.
 CK2592;SPC SC       -    92,607.726   689,222.383   MT  0.99994584   +0 28 14.2
 CK2592;SPC SC       -   303,831.12  2,261,228.29   iFT  0.99994584   +0 28 14.2
 CK2592;UTM  17      - 3,614,514.466   579,596.965   MT  0.99967812   +0 27 29.5
 CK2592
 CK2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2592!SPC SC       -   1.00000468  x   0.99994584  =   0.99995052
 CK2592!UTM  17      -   1.00000468  x   0.99967812  =   0.99968280
 CK2592
 CK2592                          SUPERSEDED SURVEY CONTROL
 CK2592
 CK2592  NAD 83(1986)-  32 39 55.51616(N)    080 09 04.07615(W) AD(       ) 2
 CK2592  NGVD 29 (03/21/89)    3.230  (m)           10.60   (f) ADJUSTED    1 2
 CK2592
 CK2592.Superseded values are not recommended for survey control.
 CK2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2592.See file dsdata.txt to determine how the superseded data were derived.
 CK2592
 CK2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7959714514(NAD 83)
 CK2592_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2592_SP_SET: CONCRETE POST
 CK2592_STAMPING: AZ MK 10 263 1984
 CK2592_MARK LOGO: SCGS  
 CK2592_PROJECTION: FLUSH
 CK2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2592+STABILITY: SURFACE MOTION
 CK2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2592+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 CK2592
 CK2592  HISTORY     - Date     Condition        Report By
 CK2592  HISTORY     - 1984     MONUMENTED       SCGS
 CK2592  HISTORY     - 1984     GOOD             SCGS
 CK2592  HISTORY     - 19910430 GOOD             SCGS
 CK2592
 CK2592                          STATION DESCRIPTION
 CK2592
 CK2592'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2592'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTHWEST OF KIAWAH
 CK2592'ISLAND, 7.7 KM (4.8 MI) WEST OF LEGAREVILLE AND 8.0 KM (5.0 MI)
 CK2592'NORTHEAST OF ROCKVILLE.
 CK2592'OWNERSHIP--H SINKLER, ROSEBANK PLANTATION, JOHNS ISLAND SC 29455,
 CK2592'PHONE 803-768-2121.
 CK2592'
 CK2592'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2592'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 9.1 KM (5.7 MI) TO A FORK
 CK2592'ROAD RIGHT.  CONTINUE AHEAD ALONG STATE HIGHWAY 700 4.4 KM (2.75
 CK2592'MI) TO THE SAINT JAMES CHURCH AND A SAND ROAD LEFT.  TURN LEFT ON
 CK2592'THE SAND ROAD AND GO 1.1 KM (0.7 MI) TO A FORK.  TAKE LEFT FORK FOR
 CK2592'1.3 KM (0.8 MI) TO THE STATION ON THE LEFT BY A TWO STALL EQUIPMENT
 CK2592'SHED.
 CK2592'
 CK2592'THE STATION IS A STANDARD SCGS DISK
 CK2592'STAMPED---AZ MK 10 263 1984---,
 CK2592'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2592'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2592'14.33 METERS (47.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CK2592'SAND ROAD,
 CK2592'8.72 METERS (28.6 FT) NORTHEAST FROM A LONE PALMETTO TREE AND
 CK2592'0.88 METER (2.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 CK2592'SHED.
 CK2592'
 CK2592'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 CK2592'
 CK2592'AN EDM TRAVERSE WAS MADE TO 10 263 SCGS.
 CK2592'
 CK2592'DESCRIBED BY MARK D. THACKRAH.
 CK2592
 CK2592                          STATION RECOVERY (1984)
 CK2592
 CK2592'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2592'9.2 KM (5.7 MI) NE FROM ROCKVILLE.
 CK2592'THE MARK IS 0.3 M ABOVE SAND ROAD.
 CK2592'13.9 KILOMETERS (8.65 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2592'THE JOHNS ISLAND POST OFFICE, THENCE 1.0 KILOMETER (0.6 MILE)
 CK2592'SOUTHWEST ALONG A SAND ROAD (ROSEBANK ROAD), THENCE 1.3 KILOMETERS
 CK2592'(0.8 MILE) EAST-SOUTHEAST ALONG A SAND ROAD (ROSEBANK PLANTATION
 CK2592'ROAD), SET NEAR THE SOUTHWEST CORNER OF A WOODEN SHED, 8.7 METERS
 CK2592'(28.8 FEET) NORTHEAST OF A LONE 26-INCH PALMATTO TREE, 13.8 METERS
 CK2592'(45.4 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD
 CK2592'(ROSEBANK PLANTATION ROAD), 0.7 METER (2.6 FEET) SOUTHWEST OF THE
 CK2592'SOUTHWEST CORNER OF THE SHED, 5.3 METER (17.7 FEET) SOUTH OF THE
 CK2592'NORTHWEST CORNER OF THE SHED.
 CK2592
 CK2592                          STATION RECOVERY (1991)
 CK2592
 CK2592'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2592'STATION IS LOCATED AT THE ROSEBANK PLANTATION ON WADMALAW ISLAND.
 CK2592'OWNERSHIP--MR. H. SINKLER, ROSEBANK PLANTATION, WADMALAW ISLAND, SC
 CK2592'29487, PHONE 803-768-2121.
 CK2592'TO REACH THE STATION FROM THE END OF STATE HIGHWAY 700 (MAYBANK
 CK2592'HIGHWAY) AT ROCKVILLE ON WADMALAW ISLAND, GO NORTHEAST ON HIGHWAY 700
 CK2592'FOR 5.1 MILES (8.2 KM) TO THE JUNCTION OF A SAND ROAD (ROSEBANK ROAD)
 CK2592', TURN RIGHT ON THE SAND ROAD FOR 0.55 MILE (0.89 KM) TO THE JUNCTION
 CK2592'OF A SAND ROAD (ROSEBANK PLANTATION ROAD), TURN RIGHT ON THE SAND
 CK2592'ROAD FOR 0.8 MILE (1.3 KM) TO A LONE PALMETTO TREE, A TWO STALL
 CK2592'WOODEN GARAGE AND THE STATION ON THE LEFT NEAR THE SOUTHWEST CORNER
 CK2592'OF THE GARAGE.
 CK2592'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (0.2 M)
 CK2592'ABOVE THE ROAD, 44.3 FEET (13.5 M) NORTHEAST OF THE CENTER OF THE
 CK2592'ROAD, 2.5 FEET (0.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CK2592'GARAGE, 32.2 FEET (9.8 M) WEST OF THE SOUTHEAST CORNER OF THE GARAGE,
 CK2592'28.7 FEET (8.7 M) NORTHEAST OF THE PALMETTO TREE.
 CK2592'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 10 263.
 CK2592'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2586 ***********************************************************************
 CK2586  DESIGNATION -  10 264
 CK2586  PID         -  CK2586
 CK2586  STATE/COUNTY-  SC/CHARLESTON
 CK2586  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2586
 CK2586                         *CURRENT SURVEY CONTROL
 CK2586  ___________________________________________________________________
 CK2586* NAD 83(2001)-  32 39 36.43182(N)    080 11 44.76704(W)     ADJUSTED  
 CK2586* NAVD 88     -         4.060  (meters)      13.32   (feet)  ADJUSTED  
 CK2586  ___________________________________________________________________
 CK2586  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CK2586  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 CK2586  DYNAMIC HT  -           4.055 (meters)      13.30  (feet)  COMP
 CK2586  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 CK2586
 CK2586  HORZ ORDER  -  SECOND
 CK2586  VERT ORDER  -  FIRST     CLASS II
 CK2586
 CK2586.The horizontal coordinates were established by classical geodetic methods
 CK2586.and adjusted by the National Geodetic Survey in March 2004..
 CK2586
 CK2586.The orthometric height was determined by differential leveling
 CK2586.and adjusted by the National Geodetic Survey in June 1991..
 CK2586
 CK2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2586
 CK2586.The geoid height was determined by GEOID03.
 CK2586
 CK2586.The dynamic height is computed by dividing the NAVD 88
 CK2586.geopotential number by the normal gravity value computed on the
 CK2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2586.degrees latitude (g = 980.6199 gals.).
 CK2586
 CK2586.The modeled gravity was interpolated from observed gravity values.
 CK2586
 CK2586;                    North         East     Units Scale Factor Converg.
 CK2586;SPC SC       -    91,986.683   685,040.121   MT  0.99994745   +0 26 45.1
 CK2586;SPC SC       -   301,793.58  2,247,506.96   iFT  0.99994745   +0 26 45.1
 CK2586;UTM  17      - 3,613,894.477   575,415.712   MT  0.99967013   +0 26 02.5
 CK2586
 CK2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2586!SPC SC       -   1.00000449  x   0.99994745  =   0.99995194
 CK2586!UTM  17      -   1.00000449  x   0.99967013  =   0.99967462
 CK2586
 CK2586:                Primary Azimuth Mark                     Grid Az
 CK2586:SPC SC       -  10 264 AZ MK                             032 16 02.6
 CK2586:UTM  17      -  10 264 AZ MK                             032 16 45.2
 CK2586
 CK2586|---------------------------------------------------------------------|
 CK2586| PID    Reference Object                     Distance      Geod. Az  |
 CK2586|                                                           dddmmss.s |
 CK2586| CK2585 10 264 AZ MK                        443.903 METERS 0324247.7 |
 CK2586|---------------------------------------------------------------------|
 CK2586
 CK2586                          SUPERSEDED SURVEY CONTROL
 CK2586
 CK2586  NAD 83(1986)-  32 39 36.44223(N)    080 11 44.76969(W) AD(       ) 2
 CK2586  NGVD 29 (03/21/89)    4.358  (m)           14.30   (f) ADJUSTED    1 2
 CK2586
 CK2586.Superseded values are not recommended for survey control.
 CK2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2586.See file dsdata.txt to determine how the superseded data were derived.
 CK2586
 CK2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7541613894(NAD 83)
 CK2586_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2586_SP_SET: CONCRETE POST
 CK2586_STAMPING: HORZ 10 264 1984
 CK2586_MARK LOGO: SCGS  
 CK2586_PROJECTION: RECESSED 3 CENTIMETERS
 CK2586_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2586+STABILITY: SURFACE MOTION
 CK2586
 CK2586  HISTORY     - Date     Condition        Report By
 CK2586  HISTORY     - 1984     MONUMENTED       SCGS
 CK2586  HISTORY     - 1984     GOOD             SCGS
 CK2586  HISTORY     - 19930617 MARK NOT FOUND   USPSQD
 CK2586  HISTORY     - 19950615 MARK NOT FOUND   USPSQD
 CK2586
 CK2586                          STATION DESCRIPTION
 CK2586
 CK2586'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2586'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTH SOUTHEAST OF
 CK2586'RAVENEL,
 CK2586'5.1 KM (3.2 MI) NORTH OF ROCKVILLE AND ON SELLKIRK PLANTATION ON
 CK2586'WADMALAW ISLAND.
 CK2586'OWNERSHIP--DANIEL PARKER, LIBERIA ROAD, JOHNS ISLAND SC 29455,
 CK2586'PHONE--803-762-1620.
 CK2586'
 CK2586'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2586'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 15.1 KM (9.4 MI) TO A PAVED
 CK2586'ROAD RIGHT (COUNTY ROAD S-10-68).  TURN RIGHT AND GO WESTERLY ALONG
 CK2586'COUNTY ROAD FOR 1.5 KM (0.95 MI) TO THE ENTRANCE TO SELLKIRK
 CK2586'PLANTATION AND BENCH MARK 10 139 SCGS ON THE LEFT.  TURN LEFT AND
 CK2586'GO SOUTHWEST ALONG A SAND DRIVE TO THE AZIMUTH ON THE LEFT.
 CK2586'CONTINUE AHEAD 0.5 KM (0.3 MI) ALONG THE SAND ROAD TO THE STATION
 CK2586'ON THE LEFT AT A LARGE PIPE CULVERT UNDER THE SAND ROAD.
 CK2586'
 CK2586'THE STATION IS A STANDARD SCGS DISK
 CK2586'STAMPED---HORZ 10 264 1984---,
 CK2586'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2586'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CK2586'35.05 METERS (115.0 FT) NORTH FROM A 30-INCH LIVE OAK TREE,
 CK2586'22.86 METERS (75.0 FT) NORTH-NORTHEAST FROM A GRASSY VEE OF A SAND
 CK2586'ROAD,
 CK2586'4.48 METERS (14.7 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 CK2586'THE SAND DRIVE AND
 CK2586'4.24 METERS (13.9 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE PIPE
 CK2586'CULVERT.
 CK2586'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2586'STAMPED---HORZ 10 264 1984---,
 CK2586'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2586'
 CK2586'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2586'STAMPED---AZ MK 10 264 1984---,
 CK2586'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2586'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CK2586'74.68 METERS (245.0 FT) NORTH-NORTHWEST FROM A POWER POLE
 CK2586'WITH A GUY WIRE,
 CK2586'8.93 METERS (29.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 CK2586'THE SAND DRIVE AND
 CK2586'11.52 METERS (37.8 FT) SOUTH-SOUTHWEST FROM TWO 30-INCH CLOSELY
 CK2586'GROWN OAK TREES.
 CK2586'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2586'STAMPED---AZ MK 10 269 1984---, SET INTO AN IRREGULAR MASS OF
 CK2586'CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2586'
 CK2586'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 CK2586'
 CK2586'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK2586'
 CK2586'AN EDM TRAVERSE WAS MADE TO 10 264 SCGS AZ MK.
 CK2586'
 CK2586'DESCRIBED BY MARK D. THACKRAH.
 CK2586
 CK2586                          STATION RECOVERY (1984)
 CK2586
 CK2586'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2586'12.7 KM (7.9 MI) SW FROM FENWICK CROSSROADS.
 CK2586'15.7 KILOMETERS (9.75 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2586'THE JOHNS ISLAND POST OFFICE, THENCE 1.6 KILOMETERS (1.0 MILE) NORTH
 CK2586'ALONG COUNTY ROAD S-10-68, THENCE 1.5 KILOMETERS (0.95 MILE) NORTHWEST
 CK2586'ALONG A SAND DRIVE, SET ON THE SOUTH SIDE OF A 4-FOOT DITCH AT A VEE
 CK2586'IN THE DRIVE, 4.0 METERS (13.3 FEET) SOUTH OF THE APPROXIMATE CENTER
 CK2586'OF DITCH, 4.1 METERS (13.6 FEET) EAST OF THE APPROXIMATE CENTER OF THE
 CK2586'SAND DRIVE, 34.5 METERS (113.3 FEET) NORTH-NORTHEAST OF A LONE 30-INCH
 CK2586'LIVE OAK TREE.
 CK2586'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 CK2586
 CK2586                          STATION RECOVERY (1993)
 CK2586
 CK2586'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2586'MARK NOT FOUND.
 CK2586
 CK2586                          STATION RECOVERY (1995)
 CK2586
 CK2586'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2585 ***********************************************************************
 CK2585  DESIGNATION -  10 264 AZ MK
 CK2585  PID         -  CK2585
 CK2585  STATE/COUNTY-  SC/CHARLESTON
 CK2585  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2585
 CK2585                         *CURRENT SURVEY CONTROL
 CK2585  ___________________________________________________________________
 CK2585* NAD 83(2001)-  32 39 48.55613(N)    080 11 35.56039(W)     ADJUSTED  
 CK2585* NAVD 88     -         8.248  (meters)      27.06   (feet)  ADJUSTED  
 CK2585  ___________________________________________________________________
 CK2585  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 CK2585  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 CK2585  DYNAMIC HT  -           8.238 (meters)      27.03  (feet)  COMP
 CK2585  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CK2585
 CK2585  HORZ ORDER  -  SECOND
 CK2585  VERT ORDER  -  FIRST     CLASS II
 CK2585
 CK2585.The horizontal coordinates were established by classical geodetic methods
 CK2585.and adjusted by the National Geodetic Survey in March 2004..
 CK2585
 CK2585.The orthometric height was determined by differential leveling
 CK2585.and adjusted by the National Geodetic Survey in June 1991..
 CK2585
 CK2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2585
 CK2585.The geoid height was determined by GEOID03.
 CK2585
 CK2585.The dynamic height is computed by dividing the NAVD 88
 CK2585.geopotential number by the normal gravity value computed on the
 CK2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2585.degrees latitude (g = 980.6199 gals.).
 CK2585
 CK2585.The modeled gravity was interpolated from observed gravity values.
 CK2585
 CK2585;                    North         East     Units Scale Factor Converg.
 CK2585;SPC SC       -    92,362.013   685,277.096   MT  0.99994643   +0 26 50.2
 CK2585;SPC SC       -   303,024.98  2,248,284.44   iFT  0.99994643   +0 26 50.2
 CK2585;UTM  17      - 3,614,269.654   575,652.698   MT  0.99967057   +0 26 07.6
 CK2585
 CK2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2585!SPC SC       -   1.00000383  x   0.99994643  =   0.99995026
 CK2585!UTM  17      -   1.00000383  x   0.99967057  =   0.99967440
 CK2585
 CK2585                          SUPERSEDED SURVEY CONTROL
 CK2585
 CK2585  NAD 83(1986)-  32 39 48.56650(N)    080 11 35.56301(W) AD(       ) 2
 CK2585  NGVD 29 (03/21/89)    8.545  (m)           28.03   (f) ADJUSTED    1 2
 CK2585
 CK2585.Superseded values are not recommended for survey control.
 CK2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2585.See file dsdata.txt to determine how the superseded data were derived.
 CK2585
 CK2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7565314270(NAD 83)
 CK2585_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2585_SP_SET: CONCRETE POST
 CK2585_STAMPING: AZ MK 10 264 1984
 CK2585_MARK LOGO: SCGS  
 CK2585_PROJECTION: RECESSED 3 CENTIMETERS
 CK2585_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2585+STABILITY: SURFACE MOTION
 CK2585
 CK2585  HISTORY     - Date     Condition        Report By
 CK2585  HISTORY     - 1984     MONUMENTED       SCGS
 CK2585  HISTORY     - 1984     GOOD             SCGS
 CK2585  HISTORY     - 19930617 MARK NOT FOUND   USPSQD
 CK2585  HISTORY     - 19950615 MARK NOT FOUND   USPSQD
 CK2585
 CK2585                          STATION DESCRIPTION
 CK2585
 CK2585'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2585'THE STATION IS LOCATED ABOUT 5.1 KM (3.2 MI) NORTH OF ROCKVILLE, 12.0
 CK2585'KM
 CK2585'(7.5 MI) SOUTH SOUTHEAST OF RAVENEL AND ON SELLKIRK PLANTATION ON
 CK2585'WADMALAW ISLAND.
 CK2585'OWNERSHIP--MR DANIEL PARKER, LEBERIA ROAD, JOHNS ISLAND SC 29455,
 CK2585'PHONE 803-762-1620.
 CK2585'
 CK2585'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2585'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 15.1 KM (9.4 MI) TO A PAVED
 CK2585'ROAD RIGHT (COUNTY ROAD S-10-68).  TURN RIGHT AND GO WESTERLY ALONG
 CK2585'THE COUNTY ROAD FOR 1.5 KM (0.95 MI) TO THE ENTRANCE TO SELLKIRK
 CK2585'PLANTATION AND BENCH MARK 10 139 SCGS ON THE LEFT.  TURN LEFT AND
 CK2585'GO SOUTHWEST ALONG A SAND DRIVE TO THE STATION ON THE LEFT.
 CK2585'
 CK2585'THE STATION IS A STANDARD SCGS DISK
 CK2585'STAMPED---AZ MK 10 264 1984---,
 CK2585'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2585'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2585'74.68 METERS (245.0 FT) NORTH-NORTHWEST FROM A POWER POLE
 CK2585'WITH A GUY WIRE,
 CK2585'11.52 METERS (37.8 FT) SOUTH-SOUTHWEST FROM A TWO 30-INCH CLOSELY
 CK2585'GROWN OAK TREES AND
 CK2585'8.93 METERS (29.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 CK2585'SAND DRIVE.
 CK2585'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2585'STAMPED---AZ MK 10 264 1984---,
 CK2585'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2585'
 CK2585'HEIGHT OF LIGHT SHOWN WAS 1.1 METERS ABOVE THE MARK.
 CK2585'
 CK2585'AN EDM TRAVERSE WAS MADE TO 10 264 SCGS AND 10 139 SCGS.
 CK2585'
 CK2585'DESCRIBED BY MARK D. THACKRAH.
 CK2585
 CK2585                          STATION RECOVERY (1984)
 CK2585
 CK2585'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2585'10.05 KM (6.25 MI) SW FROM FENWICK CROSSROADS.
 CK2585'15.7 KILOMETERS (9.75 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2585'THE JOHNS ISLAND POST OFFICE, THENCE 1.6 KILOMETERS (1.0 MILE) NORTH
 CK2585'ALONG COUNTY ROAD S-10-68, THENCE 1.05 KILOMETERS (0.65 MILE)
 CK2585'NORTHWEST ALONG A SAND DRIVE, SET NEAR A DOUBLE TRUNK OAK TREE IN LINE
 CK2585'WITH A POWER POLE WITH A GUY WIRE AND A TELEPHONE JUNCTION BOX,
 CK2585'75.1 METERS (246.8 FEET) NORTHWEST OF THE POWER POLE, 11.1 METERS
 CK2585'(36.9 FEET) SOUTH-SOUTHWEST OF THE DOUBLE TRUNK OAK TREE, 8.8 METERS
 CK2585'(29.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF SAND DRIVE.
 CK2585'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 CK2585
 CK2585                          STATION RECOVERY (1993)
 CK2585
 CK2585'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2585'MARK NOT FOUND.
 CK2585
 CK2585                          STATION RECOVERY (1995)
 CK2585
 CK2585'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2667 ***********************************************************************
 CK2667  DESIGNATION -  10 265
 CK2667  PID         -  CK2667
 CK2667  STATE/COUNTY-  SC/CHARLESTON
 CK2667  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2667
 CK2667                         *CURRENT SURVEY CONTROL
 CK2667  ___________________________________________________________________
 CK2667* NAD 83(2001)-  32 38 30.72601(N)    080 09 09.34182(W)     ADJUSTED  
 CK2667* NAVD 88     -         3.102  (meters)      10.18   (feet)  ADJUSTED  
 CK2667  ___________________________________________________________________
 CK2667  X           -     919,425.103 (meters)                     COMP
 CK2667  Y           -  -5,296,771.439 (meters)                     COMP
 CK2667  Z           -   3,420,565.560 (meters)                     COMP
 CK2667  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 CK2667  ELLIP HEIGHT-         -29.66  (meters)          (05/31/05) GPS OBS
 CK2667  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 CK2667  DYNAMIC HT  -           3.098 (meters)      10.16  (feet)  COMP
 CK2667  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 CK2667
 CK2667  HORZ ORDER  -  FIRST
 CK2667  VERT ORDER  -  FIRST     CLASS II
 CK2667  ELLP ORDER  -  FOURTH    CLASS I
 CK2667
 CK2667.The horizontal coordinates were established by GPS observations
 CK2667.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 CK2667
 CK2667.The orthometric height was determined by differential leveling
 CK2667.and adjusted by the National Geodetic Survey in June 1991..
 CK2667
 CK2667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2667
 CK2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2667
 CK2667.The ellipsoidal height was determined by GPS observations
 CK2667.and is referenced to NAD 83.
 CK2667
 CK2667.The geoid height was determined by GEOID03.
 CK2667
 CK2667.The dynamic height is computed by dividing the NAVD 88
 CK2667.geopotential number by the normal gravity value computed on the
 CK2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2667.degrees latitude (g = 980.6199 gals.).
 CK2667
 CK2667.The modeled gravity was interpolated from observed gravity values.
 CK2667
 CK2667;                    North         East     Units Scale Factor Converg.
 CK2667;SPC SC       -    89,995.141   689,106.492   MT  0.99995305   +0 28 11.3
 CK2667;SPC SC       -   295,259.65  2,260,848.07   iFT  0.99995305   +0 28 11.3
 CK2667;UTM  17      - 3,611,902.615   579,480.532   MT  0.99967789   +0 27 25.6
 CK2667
 CK2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2667!SPC SC       -   1.00000466  x   0.99995305  =   0.99995771
 CK2667!UTM  17      -   1.00000466  x   0.99967789  =   0.99968255
 CK2667
 CK2667:                Primary Azimuth Mark                     Grid Az
 CK2667:SPC SC       -  10 265 AZ MK                             113 53 44.1
 CK2667:UTM  17      -  10 265 AZ MK                             113 54 29.8
 CK2667
 CK2667|---------------------------------------------------------------------|
 CK2667| PID    Reference Object                     Distance      Geod. Az  |
 CK2667|                                                           dddmmss.s |
 CK2667| CK2666 10 265 AZ MK                        APPROX. 0.8 KM 1142155.4 |
 CK2667|---------------------------------------------------------------------|
 CK2667
 CK2667                          SUPERSEDED SURVEY CONTROL
 CK2667
 CK2667  NAD 83(2001)-  32 38 30.72593(N)    080 09 09.33990(W) AD(       ) 2
 CK2667  NAD 83(1986)-  32 38 30.73602(N)    080 09 09.34274(W) AD(       ) 2
 CK2667  NAVD 88 (05/31/05)    3.10   (m)           10.2    (f) LEVELING    3  
 CK2667  NGVD 29 (03/21/89)    3.399  (m)           11.15   (f) ADJUSTED    1 2
 CK2667
 CK2667.Superseded values are not recommended for survey control.
 CK2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2667.See file dsdata.txt to determine how the superseded data were derived.
 CK2667
 CK2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7948111903(NAD 83)
 CK2667_MARKER: DD = SURVEY DISK
 CK2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2667_SP_SET: CONCRETE POST
 CK2667_STAMPING: HORZ 10 265 1984
 CK2667_MARK LOGO: SCGS  
 CK2667_PROJECTION: RECESSED 3 CENTIMETERS
 CK2667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2667+STABILITY: SURFACE MOTION
 CK2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2667+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK2667
 CK2667  HISTORY     - Date     Condition        Report By
 CK2667  HISTORY     - 1984     MONUMENTED       SCGS
 CK2667  HISTORY     - 1984     GOOD             SCGS
 CK2667  HISTORY     - 1990     GOOD             USPSQD
 CK2667  HISTORY     - 19910522 GOOD             SCGS
 CK2667  HISTORY     - 20050124 GOOD             SCGS
 CK2667
 CK2667                          STATION DESCRIPTION
 CK2667
 CK2667'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2667'THE STATION IS LOCATED ABOUT 13.6 KM (8.5 MI) SOUTHEAST OF MEGGETT,
 CK2667'8.8
 CK2667'KM (5.5 MI) NORTHWEST OF KIAWAH AND 4.0 KM (2.5 MI) SOUTHEAST OF
 CK2667'ROCKVILLE.
 CK2667'OWNERSHIP--MR JOHN SIMMONS, 3934 RIVER ROAD, JOHNS ISLAND SC
 CK2667'29455.
 CK2667'
 CK2667'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2667'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 4.7 KM (2.95 MI) TO THE
 CK2667'JUNCTION OF COUNTY ROAD S-10-20.  TURN LEFT AND GO SOUTHERLY ON
 CK2667'COUNTY ROAD FOR 12.8 KM (8.0 MI) TO A SAND ROAD RIGHT AT A CINDER
 CK2667'BLOCK BUILDING AND THE AZIMUTH MARK ON THE LEFT BY A FIRE HYDRANT.
 CK2667'TURN RIGHT ON SAND ROAD AND GO 0.8 KM (0.5 MI) TO THE STATION AT
 CK2667'THE END OF THE ROAD AT A TWO STORY HOUSE.
 CK2667'
 CK2667'THE STATION IS A STANDARD SCGS DISK
 CK2667'STAMPED---HORZ 10 265 1984---,
 CK2667'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2667'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2667'63.39 METERS (208.0 FT) WEST-NORTHWEST FROM A POWER POLE WITH A
 CK2667'GUY WIRE AND SECURITY LIGHT,
 CK2667'18.81 METERS (61.7 FT) SOUTH FROM A 28-INCH PINE TREE,
 CK2667'9.42 METERS (30.9 FT) NORTH FROM THE NORTH CORNER OF THE TWO STORY
 CK2667'HOUSE AND
 CK2667'5.61 METERS (18.4 FT) NORTH-NORTHEAST FROM THE EAST CORNER OF A
 CK2667'ONE STORY HOUSE.
 CK2667'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2667'STAMPED---HORZ 10 265 1984---,
 CK2667'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2667'
 CK2667'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2667'STAMPED---AZ MK 10 265 1984---,
 CK2667'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2667'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2667'23.2 METERS (76.3 FT) NORTHEAST FROM A POWER POLE NUMBER 188-1/2,
 CK2667'18.29 METERS (60.0 FT) NORTHEAST FROM THE FIRE HYDRANT,
 CK2667'10.67 METERS (35.0 FT) SOUTHEAST FROM THE CENTER LINE OF COUNTY
 CK2667'ROAD AND
 CK2667'0.91 METERS (3.0 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CK2667'
 CK2667'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS ABOVE THE MARK.
 CK2667'
 CK2667'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK2667'
 CK2667'AN EDM TRAVERSE WAS MADE TO 10 265 SCGS AZ MK.
 CK2667'
 CK2667'DESCRIBED BY MARK D. THACKRAH.
 CK2667
 CK2667                          STATION RECOVERY (1984)
 CK2667
 CK2667'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2667'11.6 KM (7.2 MI) SW FROM FENWICK CROSSROADS.
 CK2667'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2667'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2667'JOHNS ISLAND POST OFFICE, THENCE 12.95 KILOMETERS (8.05 MILES)
 CK2667'SOUTHWESTERLY ALONG COUNTY ROAD S-10-20, THENCE 0.8 KILOMETER (0.5
 CK2667'MILE) NORTHWEST ALONG A SAND DRIVE LEADING TO A LARGE TWO-STORY HOUSE,
 CK2667'SET NEAR THE NORTH CORNER OF THE HOUSE, 23.0 METERS (75.8 FEET)
 CK2667'NORTH-NORTHEAST OF THE WEST CORNER OF THE HOUSE, 11.0 METERS (36.0
 CK2667'FEET) NORTHWEST OF THE NORTH CORNER OF THE GARAGE EXTENSION OF THE
 CK2667'HOUSE, 37.2 METERS (122.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE EDGE
 CK2667'OF THE MARSH, 20.5 METERS (67.2 FEET) WEST-SOUTHWEST OF A LONE 24-INCH
 CK2667'OAK TREE.
 CK2667
 CK2667                          STATION RECOVERY (1990)
 CK2667
 CK2667'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMP)
 CK2667'RECOVERED IN GOOD CONDITION.
 CK2667
 CK2667                          STATION RECOVERY (1991)
 CK2667
 CK2667'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2667'STATION IS LOCATED ON JOHNS ISLAND.  OWNERSHIP--MR. JOHN SIMMONS, 3934
 CK2667'RIVER ROAD, JOHNS ISLAND, SC 29455.
 CK2667'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2667'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2667'HIGHWAY 700 FOR 7.1 MILES (11.4 KM) TO THE JUNCTION OF STATE ROAD 20
 CK2667'(BOHICKET ROAD), TURN LEFT ON ROAD 20 FOR 7.3 MILES (11.7 KM) TO THE
 CK2667'JUNCTION OF STATE ROAD 91 (RIVER ROAD), CONTINUE ON ROAD 20 FOR 0.7
 CK2667'MILE (1.1 KM) TO A SAND ROAD RIGHT AND AN OLD CINDER BLOCK STORE ON
 CK2667'THE RIGHT, TURN RIGHT ON THE SAND ROAD FOR 0.5 MILE (0.8 KM) TO THE
 CK2667'END OF THE SAND ROAD AT A TWO STORY BRICK HOUSE AND THE STATION IN
 CK2667'THE BACK YARD.
 CK2667'STATION IS A CONCRETE POST RECESSED 2-INCHES, 29.9 FEET (9.1 M) NORTH
 CK2667'OF THE NORTH CORNER OF THE HOUSE, 62.0 FEET (18.9 M) SOUTH OF AN
 CK2667'18-INCH PINE TREE, 40.1 FEET (12.2 M) NORTH OF THE NORTHEAST CORNER
 CK2667'OF A RAISED CONCRETE BLOCK PLATFORM.
 CK2667'RECOVERED BY T. HALL.
 CK2667
 CK2667                          STATION RECOVERY (2005)
 CK2667
 CK2667'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2667'STATION IS LOCATED 4.3 MILES NORTHWEST OF KIAWAH ISLAND, 15.8 MILES
 CK2667'SOUTHWEST OF  CHARLESTON. OWNERSHIP--JOHN AND BETSY SIMMONS, 3934
 CK2667'BETSY KERRISON PARKWAY, JOHNS  ISLAND, SC 29435, PHONE 843-768-5539.
 CK2667'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2667'ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST SOUTHWEST ON
 CK2667'HIGHWAY 700 FOR 4.2 MILES TO  THE JUNCTION OF STATE ROAD 54 (RIVER
 CK2667'ROAD), TURN LEFT ON ROAD 54 FOR 12.15 MILES TO THE  JUNCTION OF STATE
 CK2667'ROAD 20 (BOHICKET ROAD), TURN LEFT ON ROAD 20 FOR 0.8 MILE TO A SAND
 CK2667'DRIVE RIGHT AT AN ABANDONED CONCRETE BLOCK STORE, TURN RIGHT ON THE
 CK2667'SAND DRIVE FOR  0.5 MILE TO A BRICK HOUSE AND THE STATION NEAR THE
 CK2667'NORTH CORNER OF THE HOUSE IN THE  BACK YARD. STATION IS A CONCRETE
 CK2667'POST RECESSED 0.1 FOOT, 29.7 FEET NORTH NORTHWEST OF THE NORTH  CORNER
 CK2667'OF THE BRICK HOUSE, 33.3 FEET SOUTHWEST OF THE METAL SUPPORT POST FOR
 CK2667'A LARGE  SATELLITE DISH, 153.2 FEET NORTHEAST OF A POWER POLE WITH A
 CK2667'TRANSFORMER AND TWO GUY  WIRES, 88.2 FEET NORTHEAST OF A 1.8-FOOT
 CK2667'CEDAR TREE. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2666 ***********************************************************************
 CK2666  DESIGNATION -  10 265 AZ MK
 CK2666  PID         -  CK2666
 CK2666  STATE/COUNTY-  SC/CHARLESTON
 CK2666  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2666
 CK2666                         *CURRENT SURVEY CONTROL
 CK2666  ___________________________________________________________________
 CK2666* NAD 83(2001)-  32 38 19.75763(N)    080 08 40.72084(W)     ADJUSTED  
 CK2666* NAVD 88     -         4.288  (meters)      14.07   (feet)  ADJUSTED  
 CK2666  ___________________________________________________________________
 CK2666  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 CK2666  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 CK2666  DYNAMIC HT  -           4.283 (meters)      14.05  (feet)  COMP
 CK2666  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2666
 CK2666  HORZ ORDER  -  SECOND
 CK2666  VERT ORDER  -  FIRST     CLASS II
 CK2666
 CK2666.The horizontal coordinates were established by classical geodetic methods
 CK2666.and adjusted by the National Geodetic Survey in March 2004..
 CK2666.No horizontal observational check was made to the station.
 CK2666
 CK2666.The orthometric height was determined by differential leveling
 CK2666.and adjusted by the National Geodetic Survey in June 1991..
 CK2666
 CK2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2666
 CK2666.The geoid height was determined by GEOID03.
 CK2666
 CK2666.The dynamic height is computed by dividing the NAVD 88
 CK2666.geopotential number by the normal gravity value computed on the
 CK2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2666.degrees latitude (g = 980.6199 gals.).
 CK2666
 CK2666.The modeled gravity was interpolated from observed gravity values.
 CK2666
 CK2666;                    North         East     Units Scale Factor Converg.
 CK2666;SPC SC       -    89,663.432   689,855.193   MT  0.99995400   +0 28 27.2
 CK2666;SPC SC       -   294,171.36  2,263,304.44   iFT  0.99995400   +0 28 27.2
 CK2666;UTM  17      - 3,611,570.830   580,228.954   MT  0.99967937   +0 27 40.9
 CK2666
 CK2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2666!SPC SC       -   1.00000447  x   0.99995400  =   0.99995847
 CK2666!UTM  17      -   1.00000447  x   0.99967937  =   0.99968384
 CK2666
 CK2666                          SUPERSEDED SURVEY CONTROL
 CK2666
 CK2666  NAD 83(1986)-  32 38 19.76766(N)    080 08 40.72373(W) AD(       ) 2
 CK2666  NGVD 29 (03/21/89)    4.586  (m)           15.05   (f) ADJUSTED    1 2
 CK2666
 CK2666.Superseded values are not recommended for survey control.
 CK2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2666.See file dsdata.txt to determine how the superseded data were derived.
 CK2666
 CK2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8022911571(NAD 83)
 CK2666_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2666_SP_SET: CONCRETE POST
 CK2666_STAMPING: AZ MK 10 265 1984
 CK2666_MARK LOGO: SCGS  
 CK2666_PROJECTION: FLUSH
 CK2666_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2666+STABILITY: SURFACE MOTION
 CK2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2666+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1991
 CK2666
 CK2666  HISTORY     - Date     Condition        Report By
 CK2666  HISTORY     - 1984     MONUMENTED       SCGS
 CK2666  HISTORY     - 1984     GOOD             SCGS
 CK2666  HISTORY     - 19910522 GOOD             SCGS
 CK2666  HISTORY     - 20050124 MARK NOT FOUND   SCGS
 CK2666
 CK2666                          STATION DESCRIPTION
 CK2666
 CK2666'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2666'THE STATION IS LOCATED ABOUT 13.6 KM (8.5 MI)
 CK2666'SOUTHEAST OF MEGGETT, 8.8 KM (5.5 MI) NORTHWEST OF KIAWAH ISLAND
 CK2666'AND 4.0 KM (2.5 MI) SOUTHEAST OF ROCKVILLE.
 CK2666'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J PROSSER,
 CK2666'DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA SC 29210,
 CK2666'PHONE 803-758-6434.
 CK2666'
 CK2666'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2666'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 4.7 KM (2.95 MI) TO THE
 CK2666'JUNCTION OF COUNTY ROAD S-10-20.  TURN LEFT AND GO SOUTHERLY ALONG
 CK2666'COUNTY ROAD FOR 12.8 KM (8.0 MI) TO A SAND ROAD RIGHT AT A CINDER
 CK2666'BLOCK BUILDING AND THE STATION ON THE LEFT BY A FIRE HYDRANT.
 CK2666'
 CK2666'THE STATION IS A STANDARD SCGS DISK
 CK2666'STAMPED---AZ MK 10 265 1984---,
 CK2666'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2666'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2666'23.2 METERS (76.3 FT) NORTHEAST FROM A POWER POLE NUMBER 188-1/2,
 CK2666'18.29 METERS (60.0 FT) NORTHEAST FROM A FIRE HYDRANT,
 CK2666'10.67 METERS (35.0 FT) SOUTHEAST FROM THE CENTER LINE OF COUNTY
 CK2666'ROAD AND
 CK2666'0.91 METER (3.0 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CK2666'
 CK2666'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 CK2666'
 CK2666'AN EDM TRAVERSE WAS MADE TO 10 265 SCGS.
 CK2666'
 CK2666'DESCRIBED BY MARK D. THACKRAH.
 CK2666
 CK2666                          STATION RECOVERY (1984)
 CK2666
 CK2666'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2666'11.6 KM (7.2 MI) SW FROM FENWICK CROSSROADS.
 CK2666'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2666'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2666'JOHNS ISLAND POST OFFICE, THENCE 12.95 KILOMETERS (8.05 MILES)
 CK2666'SOUTHWESTERLY ALONG COUNTY ROAD S-10-20, SET NEAR A DOUBLE TRUNK OAK
 CK2666'TREE ACROSS THE ROAD FROM A CINDER BLOCK BUILDING, 7.0 METERS (23.0
 CK2666'FEET) WEST-NORTHWEST OF THE DOUBLE TRUNK OAK TREE, 10.2 METERS (33.2
 CK2666'FEET) SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 18.1 METERS
 CK2666'(59.5 FEET) EAST-NORTHEAST OF A FIRE HYDRANT, 50.0 METERS (164.9 FEET)
 CK2666'SOUTH-SOUTHWEST OF A POWER POLE WITH ONE WIRE CROSSING THE ROAD.
 CK2666'THE MARK IS 0.90 METERS  SW FROM A WITNESS POST.
 CK2666
 CK2666                          STATION RECOVERY (1991)
 CK2666
 CK2666'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2666'STATION IS LOCATED ON JOHNS ISLAND.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CK2666'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2666'803-737-1350.
 CK2666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2666'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2666'HIGHWAY 700 FOR 7.1 MILES (11.4 KM) TO THE JUNCTION OF STATE ROAD 20
 CK2666'(BOHICKET ROAD), TURN LEFT ON ROAD 20 FOR 7.3 MILES (11.7 KM) TO THE
 CK2666'JUNCTION OF STATE ROAD 91 (RIVER ROAD), CONTINUE ON ROAD 20 FOR 0.7
 CK2666'MILE (1.1 KM) TO A SAND ROAD RIGHT AND AN OLD CINDER BLOCK STORE ON
 CK2666'THE RIGHT AND THE STATION NEAR A FIRE HYDRANT ON THE LEFT.
 CK2666'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2666'ROAD, 33.5 FEET (10.2 M) SOUTHEAST OF THE CENTER OF ROAD 20, 58.8
 CK2666'FEET (17.9 M) NORTHEAST OF THE FIRE HYDRANT, 75.6 FEET (23.0 M)
 CK2666'NORTHEAST OF A POWER POLE NUMBER 88 1/2 WITH TRANSFORMER, ELECTRIC
 CK2666'METER AND A GUY WIRE, 1.0 FOOT (0.3 M) NORTHWEST OF A WITNESS POST.
 CK2666'RECOVERED BY T. HALL.
 CK2666
 CK2666                          STATION RECOVERY (2005)
 CK2666
 CK2666'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2666'NOT RECOVERED, A BROKEN CONCRETE POST WAS FOUND WITH STEM OF DISK
 CK2666'INTACT,  PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2715 ***********************************************************************
 CK2715  DESIGNATION -  10 266
 CK2715  PID         -  CK2715
 CK2715  STATE/COUNTY-  SC/CHARLESTON
 CK2715  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2715
 CK2715                         *CURRENT SURVEY CONTROL
 CK2715  ___________________________________________________________________
 CK2715* NAD 83(2001)-  32 46 17.95803(N)    080 04 46.92743(W)     ADJUSTED  
 CK2715* NAVD 88     -         3.941  (meters)      12.93   (feet)  ADJUSTED  
 CK2715  ___________________________________________________________________
 CK2715  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CK2715  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 CK2715  DYNAMIC HT  -           3.936 (meters)      12.91  (feet)  COMP
 CK2715  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 CK2715
 CK2715  HORZ ORDER  -  SECOND
 CK2715  VERT ORDER  -  FIRST     CLASS II
 CK2715
 CK2715.The horizontal coordinates were established by classical geodetic methods
 CK2715.and adjusted by the National Geodetic Survey in March 2004..
 CK2715
 CK2715.The orthometric height was determined by differential leveling
 CK2715.and adjusted by the National Geodetic Survey in June 1991..
 CK2715
 CK2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2715
 CK2715.The geoid height was determined by GEOID03.
 CK2715
 CK2715.The dynamic height is computed by dividing the NAVD 88
 CK2715.geopotential number by the normal gravity value computed on the
 CK2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2715.degrees latitude (g = 980.6199 gals.).
 CK2715
 CK2715.The modeled gravity was interpolated from observed gravity values.
 CK2715
 CK2715;                    North         East     Units Scale Factor Converg.
 CK2715;SPC SC       -   104,445.352   695,817.222   MT  0.99991538   +0 30 36.8
 CK2715;SPC SC       -   342,668.48  2,282,864.90   iFT  0.99991538   +0 30 36.8
 CK2715;UTM  17      - 3,626,347.774   586,192.714   MT  0.99969160   +0 29 53.5
 CK2715
 CK2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2715!SPC SC       -   1.00000454  x   0.99991538  =   0.99991992
 CK2715!UTM  17      -   1.00000454  x   0.99969160  =   0.99969614
 CK2715
 CK2715:                Primary Azimuth Mark                     Grid Az
 CK2715:SPC SC       -  10 266 AZ MK                             312 36 40.1
 CK2715:UTM  17      -  10 266 AZ MK                             312 37 23.4
 CK2715
 CK2715|---------------------------------------------------------------------|
 CK2715| PID    Reference Object                     Distance      Geod. Az  |
 CK2715|                                                           dddmmss.s |
 CK2715| CK2713 10 266 AZ MK                        APPROX. 0.8 KM 3130716.9 |
 CK2715|---------------------------------------------------------------------|
 CK2715
 CK2715                          SUPERSEDED SURVEY CONTROL
 CK2715
 CK2715  NAD 83(1986)-  32 46 17.96655(N)    080 04 46.93126(W) AD(       ) 2
 CK2715  NGVD 29 (03/21/89)    4.238  (m)           13.90   (f) ADJUSTED    1 2
 CK2715
 CK2715.Superseded values are not recommended for survey control.
 CK2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2715.See file dsdata.txt to determine how the superseded data were derived.
 CK2715
 CK2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8619326348(NAD 83)
 CK2715_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2715_SP_SET: CONCRETE POST
 CK2715_STAMPING: HORZ 10 266 1984
 CK2715_MARK LOGO: SCGS  
 CK2715_PROJECTION: RECESSED 3 CENTIMETERS
 CK2715_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2715+STABILITY: SURFACE MOTION
 CK2715
 CK2715  HISTORY     - Date     Condition        Report By
 CK2715  HISTORY     - 1984     MONUMENTED       SCGS
 CK2715  HISTORY     - 1984     GOOD             SCGS
 CK2715  HISTORY     - 19910402 MARK NOT FOUND   SCGS
 CK2715  HISTORY     - 20010310 MARK NOT FOUND   USPSQD
 CK2715
 CK2715                          STATION DESCRIPTION
 CK2715
 CK2715'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2715'THE STATION IS LOCATED ABOUT 18.1 KM (11.3 MI) NORTH OF KIAWAH
 CK2715'ISLAND,
 CK2715'14.3 KM (8.9 MI) EAST NORTHEAST OF RAVENEL AND 14.3 KM (8.9 MI)
 CK2715'WEST SOUTHWEST OF CHARLESTON.
 CK2715'OWNERSHIP--G BLITCH, ROUTE 2 RIVER ROAD, JOHNS ISLAND SC 29455,
 CK2715'PHONE 803-559-5907.
 CK2715'
 CK2715'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2715'NORTHEAST ALONG STATE HIGHWAY 700 FOR 0.2 KM (0.1 MI) TO THE
 CK2715'JUNCTION OF COUNTY ROAD S-10-54.  TURN LEFT AND GO NORTHWEST ALONG
 CK2715'COUNTY ROAD FOR 5.0 KM (3.15 MI) TO AN ABANDONED RAILROAD CROSSING
 CK2715'AND THE STATION ON THE RIGHT.
 CK2715'
 CK2715'THE STATION IS A STANDARD SCGS DISK
 CK2715'STAMPED---HORZ 10 266 1984---,
 CK2715'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2715'30 CM IN DIAMETER RECESSED 7 CM BELOW GROUND.  LOCATED
 CK2715'24.68 METERS (81.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 CK2715'COUNTY ROAD,
 CK2715'4.57 METERS (15.0 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF A
 CK2715'FOUR FOOT DITCH AND
 CK2715'4.27 METERS (14.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 CK2715'OF A GRAVEL ROAD.
 CK2715'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2715'STAMPED---HORZ 10 266 1984---,
 CK2715'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2715'
 CK2715'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2715'STAMPED---AZ MK 10 266 1984---,
 CK2715'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2715'30 CM IN DIAMETER RECESSED 7 CM BELOW GROUND.  LOCATED
 CK2715'22.55 METERS (74.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 CK2715'HOUSE,
 CK2715'21.34 METERS (70.0 FT) SOUTHEAST FROM A POWER POLE NUMBER 29SW75H
 CK2715'WITH A GUY WIRE AND LINES TO THE HOUSE,
 CK2715'20.57 METERS (67.5 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CK2715'OF THE MAIN DRIVE TO THE FRONT DOOR TO THE HOUSE AND
 CK2715'0.82 METER (2.7 FT) NORTHEAST FROM A BOARD FENCE.
 CK2715'TO REACH THE AZIMUTH FROM THE STATION,
 CK2715'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 CK2715'0.7 KM (0.45 MI) ON COUNTY ROAD TO A GRAVEL DRIVE RIGHT.  TURN
 CK2715'RIGHT AND FOLLOW THE DRIVE FOR 0.2 KM (0.1 MI) TO A LARGE BRICK
 CK2715'HOUSE AND THE AZIMUTH MARK ON THE LEFT.
 CK2715'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2715'STAMPED---AZ MK 10 266 1984---,
 CK2715'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2715'
 CK2715'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS ABOVE THE MARK.
 CK2715'
 CK2715'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK2715'
 CK2715'AN EDM TRAVERSE WAS MADE TO 10 266 SCGS AZ MK.
 CK2715'
 CK2715'DESCRIBED BY MARK D. THACKRAH.
 CK2715
 CK2715                          STATION RECOVERY (1984)
 CK2715
 CK2715'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2715'7.7 KM (4.8 MI) SW FROM SAINT ANDREWS.
 CK2715'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2715'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2715'INTERSECTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0
 CK2715'MILES) WEST OF SAINT ANDREWS, THENCE 1.9 KILOMETERS (1.2 MILES)
 CK2715'SOUTHEASTERLY ALONG COUNTY ROAD S-10-54, THENCE 0.25 KILOMETER (0.15
 CK2715'MILE) NORTH ALONG A SAND DRIVE LEADING TO A TWO-STORY BRICK HOUSE, SET
 CK2715'NEAR A WOODEN FENCE ALONG THE DRIVE LEADING TO THE GARAGE, 55.6 METERS
 CK2715'(182.6 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE EDGE OF THE RIVER
 CK2715'BANK, 22.4 METERS (73.6 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CK2715'GARAGE, 21.3 METERS (70.0 FEET) EAST-SOUTHEAST OF A POWER POLE WITH A
 CK2715'TRANSFORMER, 0.7 METER (2.3 FEET) EAST-NORTHEAST OF THE WOODEN FENCE.
 CK2715
 CK2715                          STATION RECOVERY (1991)
 CK2715
 CK2715'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2715'NOT RECOVERED, MEASUREMENTS WERE NOT HELPFUL IN LOCATING THIS STATION.
 CK2715'RECOVERY BY J.R. WERNER.
 CK2715
 CK2715                          STATION RECOVERY (2001)
 CK2715
 CK2715'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2715'UNABLE TO LOCATE LANDMARKS REFERRED TO IN RECOVERY INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2713 ***********************************************************************
 CK2713  DESIGNATION -  10 266 AZ MK
 CK2713  PID         -  CK2713
 CK2713  STATE/COUNTY-  SC/CHARLESTON
 CK2713  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2713
 CK2713                         *CURRENT SURVEY CONTROL
 CK2713  ___________________________________________________________________
 CK2713* NAD 83(2001)-  32 46 35.75754(N)    080 05 09.42683(W)     ADJUSTED  
 CK2713* NAVD 88     -         3.097  (meters)      10.16   (feet)  ADJUSTED  
 CK2713  ___________________________________________________________________
 CK2713  X           -     924,195.248 (meters)                     COMP
 CK2713  Y           -  -5,287,744.912 (meters)                     COMP
 CK2713  Z           -   3,433,137.647 (meters)                     COMP
 CK2713  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 CK2713  ELLIP HEIGHT-         -29.74  (meters)          (12/20/99) GPS OBS
 CK2713  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CK2713  DYNAMIC HT  -           3.093 (meters)      10.15  (feet)  COMP
 CK2713  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CK2713
 CK2713  HORZ ORDER  -  SECOND
 CK2713  VERT ORDER  -  FIRST     CLASS II
 CK2713  ELLP ORDER  -  FOURTH    CLASS I
 CK2713
 CK2713.The horizontal coordinates were established by classical geodetic methods
 CK2713.and adjusted by the National Geodetic Survey in March 2004..
 CK2713
 CK2713.The orthometric height was determined by differential leveling
 CK2713.and adjusted by the National Geodetic Survey in June 1991..
 CK2713
 CK2713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2713
 CK2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2713
 CK2713.The ellipsoidal height was determined by GPS observations
 CK2713.and is referenced to NAD 83.
 CK2713
 CK2713.The geoid height was determined by GEOID03.
 CK2713
 CK2713.The dynamic height is computed by dividing the NAVD 88
 CK2713.geopotential number by the normal gravity value computed on the
 CK2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2713.degrees latitude (g = 980.6199 gals.).
 CK2713
 CK2713.The modeled gravity was interpolated from observed gravity values.
 CK2713
 CK2713;                    North         East     Units Scale Factor Converg.
 CK2713;SPC SC       -   104,988.413   695,226.879   MT  0.99991405   +0 30 24.3
 CK2713;SPC SC       -   344,450.17  2,280,928.08   iFT  0.99991405   +0 30 24.3
 CK2713;UTM  17      - 3,626,890.838   585,602.616   MT  0.99969035   +0 29 41.5
 CK2713
 CK2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2713!SPC SC       -   1.00000467  x   0.99991405  =   0.99991872
 CK2713!UTM  17      -   1.00000467  x   0.99969035  =   0.99969502
 CK2713
 CK2713                          SUPERSEDED SURVEY CONTROL
 CK2713
 CK2713  NAD 83(1995)-  32 46 35.75786(N)    080 05 09.42693(W) AD(       ) 2
 CK2713  NAD 83(1986)-  32 46 35.76610(N)    080 05 09.43055(W) AD(       ) 2
 CK2713  NGVD 29 (03/21/89)    3.394  (m)           11.14   (f) ADJUSTED    1 2
 CK2713
 CK2713.Superseded values are not recommended for survey control.
 CK2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2713.See file dsdata.txt to determine how the superseded data were derived.
 CK2713
 CK2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8560326891(NAD 83)
 CK2713_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2713_SP_SET: CONCRETE POST
 CK2713_STAMPING: AZ MK 10 266 1984
 CK2713_MARK LOGO: SCGS  
 CK2713_PROJECTION: FLUSH
 CK2713_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2713+STABILITY: SURFACE MOTION
 CK2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2713+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 CK2713
 CK2713  HISTORY     - Date     Condition        Report By
 CK2713  HISTORY     - 1984     MONUMENTED       SCGS
 CK2713  HISTORY     - 1984     GOOD             SCGS
 CK2713  HISTORY     - 19910416 GOOD             SCGS
 CK2713
 CK2713                          STATION DESCRIPTION
 CK2713
 CK2713'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2713'THE STATION IS LOCATED ABOUT 18.1 KM (11.3 MI) NORTH OF KIAWAH
 CK2713'ISLAND,
 CK2713'14.3 KM (8.9 MI) EAST OF RAVENEL AND 14.3 KM (8.9 MI) WEST
 CK2713'SOUTHWEST OF CHARLESTON.
 CK2713'OWNERSHIP--DR S E PUCKETT JR, ROUTE 2 BOX 300, JOHNS ISLAND SC
 CK2713'29455, PHONE 803-559-9523.
 CK2713'
 CK2713'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2713'NORTHEAST ALONG STATE HIGHWAY 700 FOR 0.2 KM (0.1 MI) TO THE
 CK2713'JUNCTION OF COUNTY ROAD S-10-54.  TURN LEFT ALONG COUNTY ROAD AND
 CK2713'GO NORTHWEST FOR 5.0 KM (3.15 MI) TO AN ABANDONED RAILROAD CROSSING
 CK2713'AND STATION 10 266 SCGS ON THE RIGHT.  CONTINUE AHEAD ALONG COUNTY
 CK2713'ROAD FOR 0.7 KM (0.45 MI) TO A GRAVEL DRIVE ON THE RIGHT.  TURN
 CK2713'RIGHT AND FOLLOW THE DRIVEWAY FOR 0.2 KM (0.1 MI) TO A LARGE BRICK
 CK2713'HOUSE AND THE STATION ON THE LEFT.
 CK2713'
 CK2713'THE STATION IS A STANDARD SCGS DISK
 CK2713'STAMPED---AZ MK 10 266 1984---,
 CK2713'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2713'30 CM IN DIAMETER RECESSED 7 CM BELOW GROUND.  LOCATED
 CK2713'22.55 METERS (74.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 CK2713'HOUSE,
 CK2713'21.34 METERS (70.0 FT) SOUTHEAST FROM A POWER POLE NUMBER 29SW75H
 CK2713'WITH A GUY WIRE AND LINES TO THE HOUSE,
 CK2713'20.57 METERS (67.5 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CK2713'OF THE MAIN DRIVE TO THE FRONT DOOR TO HOUSE AND
 CK2713'0.82 METER (2.7 FT) NORTHEAST FROM A BOARD FENCE.
 CK2713'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2713'STAMPED---AZ MK 10 266 1984---,
 CK2713'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2713'
 CK2713'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS ABOVE THE MARK.
 CK2713'
 CK2713'AN EDM TRAVERSE WAS MADE TO 10 266 SCGS.
 CK2713'
 CK2713'DESCRIBED BY MARK D. THACKRAH.
 CK2713
 CK2713                          STATION RECOVERY (1984)
 CK2713
 CK2713'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2713'7.4 KM (4.6 MI) SW FROM SAINT ANDREWS.
 CK2713'THE MARK IS ABOVE LEVEL WITH RAILROAD BED.
 CK2713'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2713'INTERSECTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0
 CK2713'MILES) WEST OF SAINT ANDREWS, THENCE 2.6 KILOMETERS (1.6 MILES)
 CK2713'SOUTHEASTERLY ALONG COUNTY ROAD S-10-54, SET BETWEEN A FOUR-FOOT DITCH
 CK2713'AND AN OLD ABANDONED RAILROAD BED, NOW BEING USED AS A DRIVEWAY,
 CK2713'23.8 METERS (78.4 FEET) NORTHEAST OF THE CENTERLINE OF THE COUNTY
 CK2713'ROAD, 4.0 METERS (13.6 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 CK2713'OF THE RAILROAD BED, 5.0 METERS (16.8 FEET) NORTH-NORTHWEST OF THE
 CK2713'APPROXIMATE CENTER OF THE FOUR-FOOT DITCH.
 CK2713
 CK2713                          STATION RECOVERY (1991)
 CK2713
 CK2713'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2713'STATION IS LOCATED ON JOHNS ISLAND.  OWNERSHIP--ELLIOTT PUCKETTE, 821
 CK2713'RIVER ROAD, JOHNS ISLAND, SC 29455, PHONE 803-559-9523.
 CK2713'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2713'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2713'HIGHWAY 700 FOR 4.15 MILES (6.68 KM) TO THE JUNCTION OF STATE ROAD 54
 CK2713'(RIVER ROAD), TURN RIGHT ON ROAD 54 FOR 2.55 MILES (4.10 KM) TO THE
 CK2713'JUNCTION OF STATE ROAD 1442 (BROWNWOODS ROAD), CONTINUE ON ROAD 54
 CK2713'FOR 1.05 MILES (1.69 KM) TO A GRAVEL DRIVEWAY RIGHT, TURN RIGHT ON
 CK2713'THE DRIVEWAY FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR
 CK2713'A WOODEN RAIL FENCE.
 CK2713'STATION IS A CONCRETE POST RECESSED 3-INCHES AND 0.2 BELOW THE DRIVE,
 CK2713'107.7 FEET (32.8 M) SOUTH SOUTHEAST OF A MULTI-TRUNKED CREPE MYRTLE
 CK2713'TREE, 69.8 FEET (21.3 M) SOUTHEAST OF A POWER POLE WITH A TRANSFORMER
 CK2713'AND GUY WIRE, 73.5 FEET (22.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 CK2713'THE GARAGE OF A BRICK HOUSE, 9.0 FEET (2.7 M) WEST SOUTHWEST OF THE
 CK2713'CENTER OF THE DRIVEWAY, 2.5 FEET (0.8 M) EAST NORTHEAST OF THE FENCE.
 CK2713'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2596 ***********************************************************************
 CK2596  DESIGNATION -  10 267
 CK2596  PID         -  CK2596
 CK2596  STATE/COUNTY-  SC/CHARLESTON
 CK2596  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2596
 CK2596                         *CURRENT SURVEY CONTROL
 CK2596  ___________________________________________________________________
 CK2596* NAD 83(2001)-  32 39 18.58018(N)    080 10 17.05068(W)     ADJUSTED  
 CK2596* NAVD 88     -         2.015  (meters)       6.61   (feet)  ADJUSTED  
 CK2596  ___________________________________________________________________
 CK2596  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CK2596  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK2596  DYNAMIC HT  -           2.013 (meters)       6.60  (feet)  COMP
 CK2596  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 CK2596
 CK2596  HORZ ORDER  -  SECOND
 CK2596  VERT ORDER  -  FIRST     CLASS II
 CK2596
 CK2596.The horizontal coordinates were established by classical geodetic methods
 CK2596.and adjusted by the National Geodetic Survey in March 2004..
 CK2596
 CK2596.The orthometric height was determined by differential leveling
 CK2596.and adjusted by the National Geodetic Survey in June 1991..
 CK2596
 CK2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2596
 CK2596.The geoid height was determined by GEOID03.
 CK2596
 CK2596.The dynamic height is computed by dividing the NAVD 88
 CK2596.geopotential number by the normal gravity value computed on the
 CK2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2596.degrees latitude (g = 980.6199 gals.).
 CK2596
 CK2596.The modeled gravity was interpolated from observed gravity values.
 CK2596
 CK2596;                    North         East     Units Scale Factor Converg.
 CK2596;SPC SC       -    91,454.863   687,330.078   MT  0.99994896   +0 27 33.7
 CK2596;SPC SC       -   300,048.76  2,255,019.94   iFT  0.99994896   +0 27 33.7
 CK2596;UTM  17      - 3,613,362.323   577,704.925   MT  0.99967445   +0 26 49.6
 CK2596
 CK2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2596!SPC SC       -   1.00000482  x   0.99994896  =   0.99995378
 CK2596!UTM  17      -   1.00000482  x   0.99967445  =   0.99967927
 CK2596
 CK2596:                Primary Azimuth Mark                     Grid Az
 CK2596:SPC SC       -  10 267 AZ MK                             002 42 28.0
 CK2596:UTM  17      -  10 267 AZ MK                             002 43 12.1
 CK2596
 CK2596|---------------------------------------------------------------------|
 CK2596| PID    Reference Object                     Distance      Geod. Az  |
 CK2596|                                                           dddmmss.s |
 CK2596| CK2594 10 267 AZ MK                        APPROX. 1.2 KM 0031001.7 |
 CK2596| CK2595 10 135                              168.097 METERS 18951     |
 CK2596|---------------------------------------------------------------------|
 CK2596
 CK2596                          SUPERSEDED SURVEY CONTROL
 CK2596
 CK2596  NAD 83(1986)-  32 39 18.59039(N)    080 10 17.05340(W) AD(       ) 2
 CK2596  NGVD 29 (03/21/89)    2.313  (m)            7.59   (f) ADJUSTED    1 2
 CK2596
 CK2596.Superseded values are not recommended for survey control.
 CK2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2596.See file dsdata.txt to determine how the superseded data were derived.
 CK2596
 CK2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7770513362(NAD 83)
 CK2596_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2596_SP_SET: CONCRETE POST
 CK2596_STAMPING: HORZ 10 267 1984
 CK2596_MARK LOGO: SCGS  
 CK2596_PROJECTION: FLUSH
 CK2596_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2596+STABILITY: SURFACE MOTION
 CK2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2596+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 CK2596
 CK2596  HISTORY     - Date     Condition        Report By
 CK2596  HISTORY     - 1984     MONUMENTED       SCGS
 CK2596  HISTORY     - 1984     GOOD             SCGS
 CK2596  HISTORY     - 19910430 GOOD             SCGS
 CK2596
 CK2596                          STATION DESCRIPTION
 CK2596
 CK2596'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2596'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) SOUTHWEST OF MEGGETT,
 CK2596'9.6
 CK2596'KM (6.0 MI) NORTHWEST OF KIAWAH ISLAND AND 5.6 KM (3.5 MI) NORTH
 CK2596'NORTHEAST OF ROCKVILLE.
 CK2596'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK2596'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK2596'SC 29210, PHONE 803-758-6434.
 CK2596'
 CK2596'TO REACH THE STATION FROM THE WADMALAW POST OFFICE, GO SOUTHWEST
 CK2596'ALONG STATE HIGHWAY 700 FOR 0.3 KM (0.2 MI) TO THE BETHLEHEM CHURCH
 CK2596'AND THE STATION ON THE OUTSIDE OF THE FENCE NEAREST TO THE
 CK2596'NORTHWEST FENCE CORNER.
 CK2596'
 CK2596'THE STATION IS A STANDARD SCGS DISK
 CK2596'STAMPED---HORZ 10 267 1984---,
 CK2596'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2596'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2596'49.68 METERS (163.8 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 CK2596'OF THE DRIVEWAY LEADING TO THE CHURCH,
 CK2596'19.99 METERS (65.6 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 CK2596'OF A DIRT DRIVE LEADING TO A HOUSE,
 CK2596'12.89 METERS (42.3 FT) EAST-SOUTHEAST FROM THE CENTER LINE OF
 CK2596'HIGHWAY 700,
 CK2596'5.39 METERS (17.7 FT) WEST-NORTHWEST FROM A WIRE FENCE THAT
 CK2596'SURROUNDS A CEMETARY AND
 CK2596'1.71 METERS (5.6 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 CK2596'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2596'STAMPED---HORZ 10 267 1984---,
 CK2596'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2596'
 CK2596'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2596'STAMPED---AZ MK 10 267 1984---,
 CK2596'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2596'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 CK2596'40.33 METERS (132.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 CK2596'SIX FOOT HIGH CHAIN LINK FENCE,
 CK2596'34.29 METERS (112.5 FT) NORTH-NORTHWEST FROM A POWER POLE WITH
 CK2596'WITH A GUY WIRE,
 CK2596'9.14 METERS (30.0 FT) WEST FROM THE CENTER LINE OF HIGHWAY 700 AND
 CK2596'1.04 METERS (3.4 FT) SOUTH FROM A METAL WITNESS POST.
 CK2596'TO REACH THE AZIMUTH FROM THE STATION,
 CK2596'GO NORTHEAST FOR 1.3 KM (0.8 MI) ON STATE HIGHWAY 700 TO THE
 CK2596'AZIMUTH MARK ON THE LEFT AT THE WOODS EDGE.
 CK2596'
 CK2596'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CK2596'
 CK2596'NO REFERENCE MARKS WERE ESTABLISHED AS THIS TIME.
 CK2596'
 CK2596'AN EDM TRAVERSE WAS MADE TO 10 267 SCGS AZ MK AND 10 135 SCGS.
 CK2596'
 CK2596'DESCRIBED BY MARK D. THACKRAH.
 CK2596
 CK2596                          STATION RECOVERY (1984)
 CK2596
 CK2596'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2596'12.3 KM (7.65 MI) SW FROM FENWICK CROSSROADS.
 CK2596'THE MARK IS 0.6 M BELOW HIGHWAY.
 CK2596'17.0 KILOMETERS (10.6 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2596'THE JOHNS ISLAND POST OFFICE, SET NEAR THE NORTH CORNER OF A WIRE
 CK2596'FENCE THAT SURROUNDS THE BETHLEHEM BAPTIST CHURCH, 22.9 METERS (75.0
 CK2596'FEET) NORTH OF A POWER POLE THAT SERVICES THE CHURCH, 12.7 METERS
 CK2596'(41.8 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CK2596'16,2 METERS (53.0 FEET) SOUTHWEST OF THE NORTH CORNER OF THE FENCE,
 CK2596'20.1 METERS (66.0 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A
 CK2596'SAND DRIVE LEADING TO A SMALL HOUSE AT THE BACK OF THE CHURCH.
 CK2596'THE MARK IS 1.7 METERS  NNE FROM A WITNESS POST.
 CK2596
 CK2596                          STATION RECOVERY (1991)
 CK2596
 CK2596'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2596'STATION IS LOCATED AT THE NEW BETHLEHEM BAPTIST CHURCH ON WADMALAW
 CK2596'ISLAND. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2596'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2596'TO REACH THE STATION FROM THE END OF STATE HIGHWAY 700 (MAYBANK
 CK2596'HIGHWAY) AT ROCKVILLE ON WADMALAW ISLAND, GO NORTHEAST ON HIGHWAY 700
 CK2596'FOR 4.35 MILES (7.00 KM) TO THE STATION ON THE RIGHT NEAR A CEMETARY
 CK2596'ON THE NORTH SIDE OF THE NEW BETHLEHEM BAPTIST CHURCH.
 CK2596'STATION IS A CONCRETE POST PROJECTING 2-INCHES AND 3.0 FEET (0.9 M)
 CK2596'BELOW THE HIGHWAY, 138.9 FEET (42.3 M) NORTH NORTHEAST OF THE
 CK2596'NORTHWEST CORNER OF A BRICK SIGN IN FRONT OF THE CHURCH, 42.3 FEET
 CK2596'(12.9 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 75.1 FEET
 CK2596'(22.9 M) NORTH NORTHEAST OF A POWER POLE WITH GUY WIRE AND SECURITY
 CK2596'LIGHT, 20.7 FEET (6.3 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF
 CK2596'THE BASE OF A TOMBSTONE (SAMUEL CAPERS FEB 8 1918 TO DEC 25 1967),
 CK2596'54.2 FEET (16.5 M) SOUTH OF A 20-INCH CONCRETE PIPE CUVLERT BENEATH A
 CK2596'SAND ROAD, 5.5 FEET (1.7 M) NORTH NORTHEAST OF A WITNESS POST.
 CK2596'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 10 267 AZ MK.
 CK2596'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2594 ***********************************************************************
 CK2594  DESIGNATION -  10 267 AZ MK
 CK2594  PID         -  CK2594
 CK2594  STATE/COUNTY-  SC/CHARLESTON
 CK2594  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2594
 CK2594                         *CURRENT SURVEY CONTROL
 CK2594  ___________________________________________________________________
 CK2594* NAD 83(2001)-  32 39 56.79399(N)    080 10 14.55084(W)     ADJUSTED  
 CK2594* NAVD 88     -         4.391  (meters)      14.41   (feet)  ADJUSTED  
 CK2594  ___________________________________________________________________
 CK2594  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 CK2594  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK2594  DYNAMIC HT  -           4.386 (meters)      14.39  (feet)  COMP
 CK2594  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CK2594
 CK2594  HORZ ORDER  -  SECOND
 CK2594  VERT ORDER  -  FIRST     CLASS II
 CK2594
 CK2594.The horizontal coordinates were established by classical geodetic methods
 CK2594.and adjusted by the National Geodetic Survey in March 2004..
 CK2594.No horizontal observational check was made to the station.
 CK2594
 CK2594.The orthometric height was determined by differential leveling
 CK2594.and adjusted by the National Geodetic Survey in June 1991..
 CK2594
 CK2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2594
 CK2594.The geoid height was determined by GEOID03.
 CK2594
 CK2594.The dynamic height is computed by dividing the NAVD 88
 CK2594.geopotential number by the normal gravity value computed on the
 CK2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2594.degrees latitude (g = 980.6199 gals.).
 CK2594
 CK2594.The modeled gravity was interpolated from observed gravity values.
 CK2594
 CK2594;                    North         East     Units Scale Factor Converg.
 CK2594;SPC SC       -    92,632.467   687,385.772   MT  0.99994573   +0 27 35.1
 CK2594;SPC SC       -   303,912.29  2,255,202.66   iFT  0.99994573   +0 27 35.1
 CK2594;UTM  17      - 3,614,539.593   577,760.854   MT  0.99967456   +0 26 51.4
 CK2594
 CK2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2594!SPC SC       -   1.00000444  x   0.99994573  =   0.99995017
 CK2594!UTM  17      -   1.00000444  x   0.99967456  =   0.99967900
 CK2594
 CK2594                          SUPERSEDED SURVEY CONTROL
 CK2594
 CK2594  NAD 83(1986)-  32 39 56.80421(N)    080 10 14.55344(W) AD(       ) 2
 CK2594  NGVD 29 (03/21/89)    4.688  (m)           15.38   (f) ADJUSTED    1 2
 CK2594
 CK2594.Superseded values are not recommended for survey control.
 CK2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2594.See file dsdata.txt to determine how the superseded data were derived.
 CK2594
 CK2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7776114540(NAD 83)
 CK2594_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2594_SP_SET: CONCRETE POST
 CK2594_STAMPING: AZ MK 10 267 1984
 CK2594_MARK LOGO: SCGS  
 CK2594_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2594+STABILITY: SURFACE MOTION
 CK2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2594+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 CK2594
 CK2594  HISTORY     - Date     Condition        Report By
 CK2594  HISTORY     - 1984     MONUMENTED       SCGS
 CK2594  HISTORY     - 1984     GOOD             SCGS
 CK2594  HISTORY     - 19910430 GOOD             SCGS
 CK2594
 CK2594                          STATION DESCRIPTION
 CK2594
 CK2594'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2594'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) SOUTHWEST OF MEGGETT,
 CK2594'9.6 KM (6.0 MI) NORTHWEST OF KIAWAH ISLAND AND 5.6 KM (3.5 MI)
 CK2594'NORTH NORTHEAST OF ROCKVILLE.
 CK2594'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK2594'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK2594'SC 29210, PHONE 803-758-6434.
 CK2594'
 CK2594'TO REACH THE STATION FROM THE WADMALAW ISLAND POST OFFICE, GO
 CK2594'NORTHEAST ALONG STATE HIGHWAY 700 FOR 0.9 KM (0.55 MI) TO THE
 CK2594'STATION ON THE LEFT AT THE WOODS EDGE.
 CK2594'
 CK2594'THE STATION IS A STANDARD SCGS DISK
 CK2594'STAMPED---AZ MK 10 267 1984---,
 CK2594'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2594'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 CK2594'40.33 METERS (132.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 CK2594'SIX FOOT HIGH CHAIN LINK FENCE,
 CK2594'34.29 METERS (112.5 FT) NORTH-NORTHWEST FROM A POWER POLE WITH A
 CK2594'GUY WIRE,
 CK2594'9.14 METERS (30.0 FT) WEST FROM THE CENTER LINE OF HIGHWAY 700 AND
 CK2594'1.04 METERS (3.4 FT) SOUTH FROM A METAL WITNESS POST.
 CK2594'
 CK2594'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 CK2594'
 CK2594'AN EDM TRAVERSE WAS MADE TO 10 267 SCGS.
 CK2594'
 CK2594'DESCRIBED BY MARK D. THACKRAH.
 CK2594
 CK2594                          STATION RECOVERY (1984)
 CK2594
 CK2594'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2594'11.1 KM (6.9 MI) SW FROM FENWICK CROSSROADS.
 CK2594'THE MARK IS 0.3 M ABOVE HIGHWAY.
 CK2594'15.85 KILOMETERS (9.85 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2594'THE JOHNS ISLAND POST OFFICE, SET IN THE WOODS ACROSS THE ROAD FROM A
 CK2594'INTERSECTION OF A SAND ROAD (ROSEBANK ROAD), 0.2 KILOMETER (0.1 MILE)
 CK2594'SOUTH OF THE INTERSECTION OF COUNTY ROAD S-10-68, 21.2 METERS (69.8
 CK2594'FEET) NORTHEAST OF A LONE THIRTY-INCH MAGNOLIA TREE, 40.3 METERS
 CK2594'(132.4 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE
 CK2594'THAT SURROUNDS A TRANSFORMER STATION, 8.9 METERS (29.4 FEET) WEST OF
 CK2594'THE CENTERLINE OF THE HIGHWAY.
 CK2594'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 CK2594
 CK2594                          STATION RECOVERY (1991)
 CK2594
 CK2594'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2594'STATION IS LOCATED NEAR THE SALEM UNITED PRESBYTERIAN CHURCH ON
 CK2594'WADMALAW ISLAND. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 CK2594'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2594'TO REACH THE STATION FROM THE END OF STATE HIGHWAY 700 (MAYBANK
 CK2594'HIGHWAY) AT ROCKVILLE ON WADMALAW ISLAND, GO NORTHEAST ON HIGHWAY 700
 CK2594'FOR 5.1 MILES (8.2 KM) TO THE JUNCTION OF A SAND ROAD (ROSEBANK ROAD)
 CK2594'ON THE RIGHT AND THE STATION ON THE LEFT AT THE WOODS EDGE, 0.05 MILE
 CK2594'(0.08 KM) SOUTH OF THE JUNCTION OF STATE ROAD 68 (LIBERIA ROAD).
 CK2594'STATION IS A CONCRETE POST PROJECTING 4-INCHES AND LEVEL WITH THE
 CK2594'HIGHWAY, 131.4 FEET (40.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CK2594'CHAIN LINK FENCE SURROUNDING THE BERKELEY ELECTRIC WADMALAW
 CK2594'SUBSTATION, 29.0 FEET (8.8 M) WEST NORTHWEST OF THE CENTER OF THE
 CK2594'HIGHWAY, 112.7 FEET (34.4 M) NORTH NORTHWEST OF A POWER POLE WITH SIX
 CK2594'GUY WIRES (IN THE SOUTHEAST ANGLE OF THE JUNCTION OF THE SAND ROAD),
 CK2594'25.0 FEET (7.6 M) EAST NORTHEAST OF A 42-INCH DOUBLE-TRUNKED LIVE OAK
 CK2594'TREE, 3.2 FEET (1.0 M) SOUTH OF A WITNESS POST.
 CK2594'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 10 267.
 CK2594'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2679 ***********************************************************************
 CK2679  HT_MOD      -  This is a Height Modernization Survey Station.
 CK2679  DESIGNATION -  10 268
 CK2679  PID         -  CK2679
 CK2679  STATE/COUNTY-  SC/CHARLESTON
 CK2679  USGS QUAD   -  ROCKVILLE (1971)
 CK2679
 CK2679                         *CURRENT SURVEY CONTROL
 CK2679  ___________________________________________________________________
 CK2679* NAD 83(2001)-  32 36 06.18003(N)    080 07 48.93438(W)     ADJUSTED  
 CK2679* NAVD 88     -         2.11   (meters)       6.9    (feet)  GPS OBS   
 CK2679  ___________________________________________________________________
 CK2679  X           -     921,901.156 (meters)                     COMP
 CK2679  Y           -  -5,298,776.647 (meters)                     COMP
 CK2679  Z           -   3,416,814.718 (meters)                     COMP
 CK2679  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 CK2679  ELLIP HEIGHT-         -30.70  (meters)          (05/31/05) GPS OBS
 CK2679  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK2679  DYNAMIC HT  -           2.11  (meters)       6.9   (feet)  COMP
 CK2679  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 CK2679
 CK2679  HORZ ORDER  -  FIRST
 CK2679  VERT ORDER  -  FIRST     CLASS II (See Below)
 CK2679  ELLP ORDER  -  FOURTH    CLASS I
 CK2679
 CK2679.The horizontal coordinates were established by GPS observations
 CK2679.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 CK2679
 CK2679.The orthometric height was determined by GPS observations and a
 CK2679.high-resolution geoid model using precise GPS observation and
 CK2679.processing techniques. It supersedes the leveled height previously
 CK2679.determined for this station.
 CK2679.The vertical order pertains to the first NAVD 88 superseded value.
 CK2679
 CK2679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2679
 CK2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2679
 CK2679.The ellipsoidal height was determined by GPS observations
 CK2679.and is referenced to NAD 83.
 CK2679
 CK2679.The geoid height was determined by GEOID03.
 CK2679
 CK2679.The dynamic height is computed by dividing the NAVD 88
 CK2679.geopotential number by the normal gravity value computed on the
 CK2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2679.degrees latitude (g = 980.6199 gals.).
 CK2679
 CK2679.The modeled gravity was interpolated from observed gravity values.
 CK2679
 CK2679;                    North         East     Units Scale Factor Converg.
 CK2679;SPC SC       -    85,560.160   691,239.499   MT  0.99996573   +0 28 55.9
 CK2679;SPC SC       -   280,709.19  2,267,846.13   iFT  0.99996573   +0 28 55.9
 CK2679;UTM  17      - 3,607,468.385   581,611.928   MT  0.99968213   +0 28 07.1
 CK2679
 CK2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2679!SPC SC       -   1.00000482  x   0.99996573  =   0.99997055
 CK2679!UTM  17      -   1.00000482  x   0.99968213  =   0.99968695
 CK2679
 CK2679                          SUPERSEDED SURVEY CONTROL
 CK2679
 CK2679  NAD 83(2001)-  32 36 06.18059(N)    080 07 48.93227(W) AD(       ) 2
 CK2679  NAD 83(1986)-  32 36 06.19137(N)    080 07 48.93651(W) AD(       ) 2
 CK2679  NAVD 88 (06/15/91)    2.148  (m)            7.05   (f) ADJUSTED    1 2
 CK2679  NGVD 29 (03/21/89)    2.446  (m)            8.02   (f) ADJUSTED    1 2
 CK2679
 CK2679.Superseded values are not recommended for survey control.
 CK2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2679.See file dsdata.txt to determine how the superseded data were derived.
 CK2679
 CK2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8161207468(NAD 83)
 CK2679_MARKER: DD = SURVEY DISK
 CK2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2679_SP_SET: CONCRETE POST
 CK2679_STAMPING: HORZ 10 268 1984
 CK2679_MARK LOGO: SCGS  
 CK2679_PROJECTION: FLUSH
 CK2679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2679+STABILITY: SURFACE MOTION
 CK2679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2679+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2679
 CK2679  HISTORY     - Date     Condition        Report By
 CK2679  HISTORY     - 1984     MONUMENTED       SCGS
 CK2679  HISTORY     - 1984     GOOD             SCGS
 CK2679  HISTORY     - 19910522 GOOD             SCGS
 CK2679  HISTORY     - 20050125 GOOD             SCGS
 CK2679
 CK2679                          STATION DESCRIPTION
 CK2679
 CK2679'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2679'THE STATION IS LOCATED ON KIAWAH ISLAND AND ALONG THE KIAWAH ISLAND
 CK2679'PARKWAY.
 CK2679'OWNERSHIP--KIAWAH ISLAND COMPANY, ALAN F BATOG PE, P O BOX 12910,
 CK2679'CHARLESTON SC 29412, PHONE 803-768-2121 EXT-1805.
 CK2679'
 CK2679'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2679'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 4.7 KM (2.95 MI) TO THE
 CK2679'JUNCTION WITH COUNTY ROAD S-10-20.  TURN LEFT ON COUNTY ROAD
 CK2679'S-10-20 FOR 16.5 KM (10.3 MI) TO THE ENTRANCE TO KIAWAH ISLAND.
 CK2679'TURN LEFT AND GO EASTERLY ALONG KIAWAH ISLAND PARKWAY FOR 1.5 KM
 CK2679'(0.95 MI) TO THE AZIMUTH MARK ON THE LEFT AT A PIPE CULVERT.
 CK2679'CONTINUE AHEAD 0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT BY A
 CK2679'LARGE WOODEN CAUTION SIGN.
 CK2679'
 CK2679'THE STATION IS A STANDARD SCGS DISK
 CK2679'STAMPED---HORZ 10 268 1984---,
 CK2679'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2679'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2679'4.79 METERS (15.7 FT) SOUTHWEST FROM THE CENTER LINE OF KIAWAH
 CK2679'ISLAND PARKWAY,
 CK2679'2.44 METERS (8.0 FT) NORTHEAST FROM THE EDGE OF THE MARSH ON THE
 CK2679'SOUTHWEST SIDE OF THE ROAD AND
 CK2679'0.79 METERS (2.6 FT) NORTHWEST FROM A FOUR FOOT HEAVY WOODEN SIGN
 CK2679'POST (SLIPPERY WHEN WET).
 CK2679'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2679'STAMPED---HORZ 10 268 1984---,
 CK2679'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2679'
 CK2679'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2679'STAMPED---VERT 10 164 1983---,
 CK2679'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2679'30 CM IN DIAMETER PROJECTING 7 CM ABOVE GROUND.  LOCATED
 CK2679'19.3 METERS (63.8 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CK2679'KIAWAH ISLAND PARKWAY,
 CK2679'12.2 METERS (40.0 FT) NORTH-NORTHWEST FROM A TWO FOOT MANHOLE COVER,
 CK2679'7.7 METERS (25.8 FT) SOUTH-SOUTHEAST FROM A 36-INCH LIVE OAK TREE
 CK2679'AND
 CK2679'2.4 METERS (8.1 FT) NORTHEAST FROM A 30-INCH PINE TREE.
 CK2679'
 CK2679'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 CK2679'
 CK2679'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK2679'
 CK2679'AN EDM TRAVERSE WAS MADE TO 10 164 SCGS.
 CK2679'
 CK2679'DESCRIBED BY ANDREW L. PORTERFIELD.
 CK2679
 CK2679                          STATION RECOVERY (1984)
 CK2679
 CK2679'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2679'IN KIAWAH ISLAND.
 CK2679'THE MARK IS 0.30 M BELOW KIAWAH ISLAND PARKWAY.
 CK2679'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2679'JOHNS ISLAND POST OFFICE, THENCE 16.15 KILOMETERS (10.05 MILES)
 CK2679'SOUTHERLY ALONG COUNTY ROAD S-10-20 TO THE ENTRANCE TO KIAWAH ISLAND,
 CK2679'THENCE 2.3 KILOMETERS (1.45 MILES) SOUTHEASTERLY ALONG KIAWAH ISLAND
 CK2679'PARKWAY, SET ON THE RIGHT JUST BEFORE A CURVE AND 0.25 KILOMETER (0.15
 CK2679'MILE) SOUTHEAST OF A WOODEN BRIDGE, 1.8 METERS (6.0 FEET) NORTHEAST OF
 CK2679'THE APPROXIMATE EDGE OF THE MARSH LINE, 4.9 METERS (16.0 FEET)
 CK2679'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 0.7 METER (2.3 FEET)
 CK2679'NORTHWEST OF A WOODEN SIGN (SLIPPERY WHEN WET).
 CK2679
 CK2679                          STATION RECOVERY (1991)
 CK2679
 CK2679'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2679'STATION IS LOCATED ON KIAWAH ISLAND.  OWNERSHIP--KIAWAH ISLAND
 CK2679'COMPANY, ALAN F. BATOG P.E., P.O. BOX 12910, CHARLESTON, SC 29412,
 CK2679'PHONE 803-768-2121 EXTENSION 1805.
 CK2679'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2679'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2679'HIGHWAY 700 FOR 7.1 MILES (11.4 KM) TO THE JUNCTION OF STATE ROAD 20
 CK2679'(BOHICKET ROAD), TURN LEFT ON ROAD 20 FOR 7.3 MILES (11.7 KM) TO THE
 CK2679'JUNCTION OF STATE ROAD 91 (RIVER ROAD), CONTINUE ON ROAD 20 FOR 2.95
 CK2679'MILES (4.75 KM) TO A ROAD LEFT (ENTRANCE TO KIAWAH ISLAND), TURN LEFT
 CK2679'ON THE PAVED ENTRANCE ROAD FOR 1.45 MILES (2.33 KM) TO THE STATION ON
 CK2679'THE RIGHT, NOTE-PARK AT THE PAVED RIGHT OF WAY AREA NEAR THE BRIDGE
 CK2679'AND CONTINUE BY FOOT 200 FEET (61.0 M) TO THE STATION ON THE RIGHT.
 CK2679'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2679'ROAD, 16.1 FEET (4.9 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 4.6
 CK2679'FEET (1.4 M) SOUTHEAST OF THE SOUTHWEST LEG OF A WOODEN SIGN (PRIVATE
 CK2679'RESIDENTIAL COMMUNITY), 9.7 FEET (3.0 M) NORTHEAST OF A WITNESS POST.
 CK2679'NOTE-STATION IN NOT INTERVISIBLE WITH STATION 10 164 AT THIS TIME,
 CK2679'CLEARING AND PERMISSION REQUIRED TO CHECK LINE OF SIGHT.
 CK2679'RECOVERED BY T. HALL.
 CK2679
 CK2679                          STATION RECOVERY (2005)
 CK2679
 CK2679'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2679'STATION IS LOCATED ON THE ENTRANCE ROAD TO KIAWAH ISLAND, 16.65 MILES
 CK2679'SOUTHWEST OF  CHARLESTON. OWNERSHIP--NORM SHEA, DIRECTOR, LAKES
 CK2679'MANAGEMENT, KIAWAH ISLAND  COMMUNITY ASSOCIATION, 20 KESTREL COURT,
 CK2679'KIAWAH ISLAND, SC 29455-5657, PHONE 843-768-2315  OFFICE, 843-768-0298
 CK2679'FAX, 843-708-3608 MOBILE. TO REACH THE STATION FROM THE JUNCTION OF
 CK2679'STATE HIGHWAYS 171 (FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES
 CK2679'ISLAND, GO WEST SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE
 CK2679'JUNCTION OF STATE ROAD 54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15
 CK2679'MILES TO THE  JUNCTION OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON
 CK2679'ROAD 20 FOR 3.05 MILES TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH
 CK2679'ISLAND PARKWAY), TURN LEFT ON KIAWAH ISLAND  PARKWAY FOR 1.45 MILES TO
 CK2679'THE STATION ON THE RIGHT AT THE EDGE OF THE BRUSH LINE AT AN  OPEN
 CK2679'MARSH. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 CK2679'THE ROAD, 16.5 FEET  SOUTHWEST OF THE CENTER OF THE ROAD, 3.1 FEET
 CK2679'NORTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2780 ***********************************************************************
 CK2780  DESIGNATION -  10 269
 CK2780  PID         -  CK2780
 CK2780  STATE/COUNTY-  SC/CHARLESTON
 CK2780  USGS QUAD   -  LEGAREVILLE (1971)
 CK2780
 CK2780                         *CURRENT SURVEY CONTROL
 CK2780  ___________________________________________________________________
 CK2780* NAD 83(2001)-  32 38 01.64871(N)    080 05 11.33332(W)     ADJUSTED  
 CK2780* NAVD 88     -         1.357  (meters)       4.45   (feet)  ADJUSTED  
 CK2780  ___________________________________________________________________
 CK2780  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 CK2780  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 CK2780  DYNAMIC HT  -           1.355 (meters)       4.45  (feet)  COMP
 CK2780  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CK2780
 CK2780  HORZ ORDER  -  SECOND
 CK2780  VERT ORDER  -  FIRST     CLASS II
 CK2780
 CK2780.The horizontal coordinates were established by classical geodetic methods
 CK2780.and adjusted by the National Geodetic Survey in March 2004..
 CK2780
 CK2780.The orthometric height was determined by differential leveling
 CK2780.and adjusted by the National Geodetic Survey in June 1991..
 CK2780
 CK2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2780
 CK2780.The geoid height was determined by GEOID03.
 CK2780
 CK2780.The dynamic height is computed by dividing the NAVD 88
 CK2780.geopotential number by the normal gravity value computed on the
 CK2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2780.degrees latitude (g = 980.6199 gals.).
 CK2780
 CK2780.The modeled gravity was interpolated from observed gravity values.
 CK2780
 CK2780;                    North         East     Units Scale Factor Converg.
 CK2780;SPC SC       -    89,152.336   695,317.249   MT  0.99995556   +0 30 23.2
 CK2780;SPC SC       -   292,494.54  2,281,224.57   iFT  0.99995556   +0 30 23.2
 CK2780;UTM  17      - 3,611,058.603   585,689.417   MT  0.99969054   +0 29 33.6
 CK2780
 CK2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2780!SPC SC       -   1.00000495  x   0.99995556  =   0.99996051
 CK2780!UTM  17      -   1.00000495  x   0.99969054  =   0.99969549
 CK2780
 CK2780:                Primary Azimuth Mark                     Grid Az
 CK2780:SPC SC       -  SEABROOK ISLAND TANK                     228 58 55.1
 CK2780:UTM  17      -  SEABROOK ISLAND TANK                     228 59 44.7
 CK2780
 CK2780|---------------------------------------------------------------------|
 CK2780| PID    Reference Object                     Distance      Geod. Az  |
 CK2780|                                                           dddmmss.s |
 CK2780| CK3207 SEABROOK ISLAND TANK                APPROX. 9.0 KM 2292918.3 |
 CK2780| CK2779 10 269 AZ MK                        436.615 METERS 2644133.0 |
 CK2780|---------------------------------------------------------------------|
 CK2780
 CK2780                          SUPERSEDED SURVEY CONTROL
 CK2780
 CK2780  NAD 83(1986)-  32 38 01.65900(N)    080 05 11.33715(W) AD(       ) 2
 CK2780  NGVD 29 (03/21/89)    1.655  (m)            5.43   (f) ADJUSTED    1 2
 CK2780
 CK2780.Superseded values are not recommended for survey control.
 CK2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2780.See file dsdata.txt to determine how the superseded data were derived.
 CK2780
 CK2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8568911059(NAD 83)
 CK2780_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2780_SP_SET: CONCRETE POST
 CK2780_STAMPING: HORZ 10 269 1984
 CK2780_MARK LOGO: SCGS  
 CK2780_PROJECTION: FLUSH
 CK2780_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2780+STABILITY: SURFACE MOTION
 CK2780
 CK2780  HISTORY     - Date     Condition        Report By
 CK2780  HISTORY     - 1984     MONUMENTED       SCGS
 CK2780  HISTORY     - 1984     GOOD             SCGS
 CK2780  HISTORY     - 19910522 MARK NOT FOUND   SCGS
 CK2780
 CK2780                          STATION DESCRIPTION
 CK2780
 CK2780'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2780'THE STATION IS LOCATED ABOUT 9.0 KM (6.0 MI) EAST NORTHEAST OF
 CK2780'ROCKVILLE,
 CK2780'3.7 KM (2.3 MI) SOUTHWEST OF LEGAREVILLE
 CK2780'AND 2.4 KM (1.5 MI) NORTH OF KIAWAH
 CK2780'ISLAND.
 CK2780'OWNERSHIP--MR BOB BERRY, JOHNS ISLAND SC 29455.
 CK2780'
 CK2780'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2780'NORTHEAST ALONG STATE HIGHWAY 700 FOR 0.2 KM (0.1 MI) TO THE
 CK2780'JUNCTION OF COUNTY ROAD S-10-54.  TURN RIGHT ON COUNTY ROAD AND GO
 CK2780'SOUTHERLY FOR 10.0 KM (6.25 MI) TO A 4 WAY INTERSECTION.  CONTINUE
 CK2780'AHEAD 5.4 KM (3.4 MI) ON COUNTY ROAD S-10-91 TO A SAND ROAD LEFT
 CK2780'(BLACKGROUND ROAD).  TURN LEFT ON THE SAND ROAD AND GO 1.8 KM (1.1
 CK2780'MI) SOUTHERLY TO A SAND ROAD LEFT.  CONTINUE AHEAD 0.3 KM (0.2 MI)
 CK2780'TO A SAND DRIVE LEADING TO THE BOB BERRY FARM.  TURN LEFT AND GO
 CK2780'0.7 KM (0.45 MI) TO THE FARM HOUSE AND THE STATION ABOUT 0.1 KM
 CK2780'(0.05 MI) SOUTHEAST OF THE HOUSE BY A LIGHT POLE AT A SMALL BOAT
 CK2780'LANDING ON THE RIVER.
 CK2780'
 CK2780'THE STATION IS A STANDARD SCGS DISK
 CK2780'STAMPED---HORZ 10 269 1984---,
 CK2780'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2780'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2780'26.8 METERS (88.0 FT) SOUTH-SOUTHWEST FROM A LONE DOUBLE TRUNKED
 CK2780'OAK TREE,
 CK2780'21.33 METERS (70.0 FT) NORTH FROM THE RIVERS EDGE,
 CK2780'2.4 METERS (8.0 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER OF
 CK2780'THE GRASSY ROAD TO THE BOAT LANDING AND
 CK2780'1.3 METERS (4.5 FT) NORTHEAST FROM A LIGHT POLE.
 CK2780'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2780'STAMPED---HORZ 10 269 1984---,
 CK2780'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2780'
 CK2780'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2780'STAMPED---AZ MK 10 269 1984---,
 CK2780'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2780'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2780'32.0 METERS (105.0 FT) WEST-SOUTHWEST FROM A LONE 18 INCH PALMETTO
 CK2780'TREE,
 CK2780'16.8 METERS (55.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 CK2780'THE GRASSY ROAD,
 CK2780'6.3 METERS (20.5 FT) SOUTH-SOUTHWEST FROM THE TWO PALMETTO TREES
 CK2780'AND
 CK2780'4.4 METERS (14.7 FT) NORTH-NORTHWEST FROM A 24 INCH OAK TREE.
 CK2780'TO REACH THE AZIMUTH FROM THE STATION,
 CK2780'GO NORTHWEST FOR 0.7 KM (0.45 MI) ON THE SAND ROAD BACK TO
 CK2780'BLACKGROUND ROAD.  TURN LEFT AND GO 0.1 KM (0.05 MI) TO A GATE AND
 CK2780'A GRASSY ROAD LEFT.  TURN LEFT AND FOLLOW THE GRASSY ROAD FOR 0.5
 CK2780'KM (0.3 MI) TO THE FAR END OF A POND AND THE AZIMUTH MARK BY TWO
 CK2780'LONE PALMETTO TREES ON THE LEFT.
 CK2780'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2780'STAMPED---AZ MK 10 269 1984---,
 CK2780'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2780'
 CK2780'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 CK2780'
 CK2780'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK2780'
 CK2780'AN EDM TRAVERSE WAS MADE TO 10 269 SCGS AZ MK.
 CK2780'
 CK2780'DESCRIBED BY MARK D. THACKRAH.
 CK2780
 CK2780                          STATION RECOVERY (1984)
 CK2780
 CK2780'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2780'10.0 KM (6.2 MI) SSW FROM FENWICK CROSSROADS.
 CK2780'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2780'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2780'ISLANDS POST OFFICE, THENCE 10.3 KILOMETERS (6.4 MILES) SOUTHERLY
 CK2780'ALONG COUNTY ROAD S-10-54, CONTINUE SOUTHERLY ALONG COUNTY ROAD
 CK2780'S-10-91 FOR 5.5 KILOMETERS (3.4 MILES), THENCE 1.8 KILOMETERS (1.1
 CK2780'MILES) SOUTH ALONG A SAND ROAD (BLACKGROUND ROAD) TO A SAND DRIVE ON
 CK2780'THE LEFT, CONTINUE AHEAD ALONG THE SAND ROAD FOR 0.3 KILOMETER (0.2
 CK2780'MILE), THENCE 0.7 KILOMETER (0.45 MILE) EASTERLY ALONG A SAND DRIVE
 CK2780'LEADING TO THE BOB BERRY RESIDENCE, SET NEAR A LIGHT POLE AT A BOAT
 CK2780'LANDING JUST SOUTHEAST OF THE BERRY RESIDENCE, 26.8 METERS (88.0 FEET)
 CK2780'SOUTH-SOUTHWEST OF A LONE DOUBLE TRUNKED OAK TREE, 24.1 METERS (79.0
 CK2780'FEET) NORTH-NORTHEAST OF THE APPROXIMATE EDGE OF THE RIVER, 2.4 METERS
 CK2780'(8.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A GRASSY ROAD
 CK2780'LEADING TO THE LANDING, 1.3 METERS (4.5 FEET) EAST-NORTHEAST OF THE
 CK2780'LIGHT POLE.
 CK2780
 CK2780                          STATION RECOVERY (1991)
 CK2780
 CK2780'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2780'NOT RECOVERED, MEASUREMENTS TAKEN AND THOROUGH SEARCH WAS CONDUCTED
 CK2780'WITH NO RESULTS, THE AREA IS NOW CHANGED FROM HURRICANE HUGO, OWNER
 CK2780'STATED STATION MAY BE COVERED BY SAND BUT AREA WAS PROBED WITH NO
 CK2780'RESULTS.
 CK2780'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2779 ***********************************************************************
 CK2779  DESIGNATION -  10 269 AZ MK
 CK2779  PID         -  CK2779
 CK2779  STATE/COUNTY-  SC/CHARLESTON
 CK2779  USGS QUAD   -  LEGAREVILLE (1971)
 CK2779
 CK2779                         *CURRENT SURVEY CONTROL
 CK2779  ___________________________________________________________________
 CK2779* NAD 83(2001)-  32 38 00.33734(N)    080 05 28.01185(W)     ADJUSTED  
 CK2779* NAVD 88     -         1.681  (meters)       5.52   (feet)  ADJUSTED  
 CK2779  ___________________________________________________________________
 CK2779  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CK2779  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK2779  DYNAMIC HT  -           1.679 (meters)       5.51  (feet)  COMP
 CK2779  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 CK2779
 CK2779  HORZ ORDER  -  SECOND
 CK2779  VERT ORDER  -  FIRST     CLASS II
 CK2779
 CK2779.The horizontal coordinates were established by classical geodetic methods
 CK2779.and adjusted by the National Geodetic Survey in March 2004..
 CK2779
 CK2779.The orthometric height was determined by differential leveling
 CK2779.and adjusted by the National Geodetic Survey in June 1991..
 CK2779
 CK2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2779
 CK2779.The geoid height was determined by GEOID03.
 CK2779
 CK2779.The dynamic height is computed by dividing the NAVD 88
 CK2779.geopotential number by the normal gravity value computed on the
 CK2779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2779.degrees latitude (g = 980.6199 gals.).
 CK2779
 CK2779.The modeled gravity was interpolated from observed gravity values.
 CK2779
 CK2779;                    North         East     Units Scale Factor Converg.
 CK2779;SPC SC       -    89,108.110   694,882.899   MT  0.99995568   +0 30 14.0
 CK2779;SPC SC       -   292,349.44  2,279,799.54   iFT  0.99995568   +0 30 14.0
 CK2779;UTM  17      - 3,611,014.493   585,255.172   MT  0.99968962   +0 29 24.6
 CK2779
 CK2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2779!SPC SC       -   1.00000490  x   0.99995568  =   0.99996058
 CK2779!UTM  17      -   1.00000490  x   0.99968962  =   0.99969452
 CK2779
 CK2779                          SUPERSEDED SURVEY CONTROL
 CK2779
 CK2779  NAD 83(1986)-  32 38 00.34768(N)    080 05 28.01571(W) AD(       ) 2
 CK2779  NGVD 29 (03/21/89)    1.979  (m)            6.49   (f) ADJUSTED    1 2
 CK2779
 CK2779.Superseded values are not recommended for survey control.
 CK2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2779.See file dsdata.txt to determine how the superseded data were derived.
 CK2779
 CK2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8525511014(NAD 83)
 CK2779_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2779_SP_SET: CONCRETE POST
 CK2779_STAMPING: AZ MK 10 269 1984
 CK2779_MARK LOGO: SCGS  
 CK2779_PROJECTION: FLUSH
 CK2779_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2779+STABILITY: SURFACE MOTION
 CK2779
 CK2779  HISTORY     - Date     Condition        Report By
 CK2779  HISTORY     - 1984     MONUMENTED       SCGS
 CK2779  HISTORY     - 1984     GOOD             SCGS
 CK2779  HISTORY     - 19910522 MARK NOT FOUND   SCGS
 CK2779
 CK2779                          STATION DESCRIPTION
 CK2779
 CK2779'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2779'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) EAST NORTHEAST OF
 CK2779'ROCKVILLE,
 CK2779'3.7 KM
 CK2779'(2.3 MI) SOUTHWEST OF LEGAREVILLE, 2.4 KM (1.5 MI) NORTH OF KIAWAH
 CK2779'ISLAND.
 CK2779'OWNERSHIP--MR WILLIAM UPSHIRE, 1922 CAPRI DRIVE, CHARLESTON SC
 CK2779'29407, PHONE 803-556-5778.
 CK2779'
 CK2779'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2779'NORTHEAST ALONG STATE HIGHWAY 700 FOR 0.2 KM (0.1 MI) TO THE
 CK2779'JUNCTION OF COUNTY ROAD S-10-54.  TURN RIGHT ON COUNTY ROAD AND GO
 CK2779'SOUTHERLY FOR 10.0 KM (6.25 MI) TO A 4 WAY INTERSECTION.  CONTINUE
 CK2779'AHEAD FOR 5.4 KM (3.4 MI) ALONG COUNTY ROAD S-10-91 TO A SAND ROAD
 CK2779'LEFT (BLACKGROUND ROAD).  TURN LEFT ALONG SAND ROAD AND GO 1.8 KM
 CK2779'(1.1 MI) SOUTHERLY TO A SAND ROAD LEFT.  CONTINUE AHEAD 0.3 KM (0.2
 CK2779'MI) TO A SAND DRIVE LEADING TO THE BOB BERRY FARM.  CONTINUE AHEAD
 CK2779'0.1 KM (0.05 MI) TO A GATE AND A GRASSY ROAD LEFT.  TURN LEFT AND
 CK2779'FOLLOW THE GRASSY ROAD FOR 0.5 KM (0.3 MI) TO THE FAR END OF A POND
 CK2779'AND THE STATION BY TWO LONE PALMETTO TREES ON THE LEFT.
 CK2779'
 CK2779'THE STATION IS A STANDARD SCGS DISK
 CK2779'STAMPED---AZ MK 10 269 1984---,
 CK2779'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2779'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2779'32.0 METERS (105.0 FT) WEST-SOUTHWEST FROM A LONE 18-INCH PALMETTO
 CK2779'TREE,
 CK2779'16.8 METERS (55.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 CK2779'THE GRASSY ROAD,
 CK2779'6.3 METERS (20.5 FT) SOUTH-SOUTHWEST FROM THE TWO PALMETTO TREES AND
 CK2779'4.4 METERS (14.7 FT) NORTH-NORTHWEST FROM A 24 INCH OAK TREE.
 CK2779'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK2779'STAMPED---AZ MK 10 269 1984---,
 CK2779'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK2779'
 CK2779'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 CK2779'
 CK2779'AN EDM TRAVERSE WAS MADE TO 10 269 SCGS.
 CK2779'
 CK2779'DESCRIBED BY MARK D. THACKRAH.
 CK2779
 CK2779                          STATION RECOVERY (1984)
 CK2779
 CK2779'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2779'10.0 KM (6.2 MI) SSW FROM FENWICK CROSSROADS.
 CK2779'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2779'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2779'ISLAND POST OFFICE, THENCE 10.3 KILOMETERS (6.4 MILES) SOUTHERLY ALONG
 CK2779'COUNTY ROAD S-10-54, CONTINUE SOUTHERLY ALONG COUNTY ROAD S-10-91 FOR
 CK2779'5.5 KILOMETERS (3.4 MILES), THENCE 1.8 KILOMETERS (1.1 MILES) SOUTH
 CK2779'ALONG A SAND ROAD (BLACKGROUND ROAD) TO A SAND DRIVE ON THE LEFT,
 CK2779'CONTINUE AHEAD ALONG THE SAND ROAD FOR 0.3 KILOMETER (0.2 MILE) TO
 CK2779'SAND ROAD LEFT, CONTINUE AHEAD ALONG BLACKGROUND ROAD FOR 0.1
 CK2779'KILOMETER (0.05 MILE), THENCE 0.55 KILOMETER (0.35 MILE) SOUTHEAST
 CK2779'ALONG A GRASSY ROAD, SET NEAR TWO PALMETTO TREES NEAR THE EDGE OF A
 CK2779'SMALL POND, 32.0 METERS (105.0 FEET) WEST-SOUTHWEST OF A LONE 18-INCH
 CK2779'PALMETTO TREE, 6.3 METERS (20.5 FEET) SOUTH-SOUTHWEST OF THE TWO
 CK2779'PALMETTO TREES, 16.8 METERS (55.0 FEET) EAST-NORTHEAST OF THE
 CK2779'APPROXIMATE CENTER OF THE GRASSY ROAD, 4.4 METERS (14.7 FEET)
 CK2779'NORTH-NORTHWEST OF A 24-INCH OAK TREE.
 CK2779
 CK2779                          STATION RECOVERY (1991)
 CK2779
 CK2779'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2779'NOT RECOVERED, THE TO REACH WAS INADEQUATE AND THE AREA HAS CHANGED
 CK2779'DUE TO HURRICANE HUGO, SEARCH WAS CONDUCTED WITH NO RESULTS AT THIS
 CK2779'TIME.
 CK2779'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2591 ***********************************************************************
 CK2591  DESIGNATION -  10 270
 CK2591  PID         -  CK2591
 CK2591  STATE/COUNTY-  SC/CHARLESTON
 CK2591  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2591
 CK2591                         *CURRENT SURVEY CONTROL
 CK2591  ___________________________________________________________________
 CK2591* NAD 83(1986)-  32 40 15.     (N)    080 09 49.     (W)     SCALED    
 CK2591* NAVD 88     -         5.789  (meters)      18.99   (feet)  ADJUSTED  
 CK2591  ___________________________________________________________________
 CK2591  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2591  DYNAMIC HT  -           5.783 (meters)      18.97  (feet)  COMP
 CK2591  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 CK2591
 CK2591  VERT ORDER  -  FIRST     CLASS II
 CK2591
 CK2591.The horizontal coordinates were scaled from a topographic map and have
 CK2591.an estimated accuracy of +/- 6 seconds.
 CK2591
 CK2591.The orthometric height was determined by differential leveling
 CK2591.and adjusted by the National Geodetic Survey in June 1991..
 CK2591
 CK2591.The geoid height was determined by GEOID03.
 CK2591
 CK2591.The dynamic height is computed by dividing the NAVD 88
 CK2591.geopotential number by the normal gravity value computed on the
 CK2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2591.degrees latitude (g = 980.6199 gals.).
 CK2591
 CK2591.The modeled gravity was interpolated from observed gravity values.
 CK2591
 CK2591;                    North         East    Units  Estimated Accuracy
 CK2591;SPC SC       -    93,200.      688,050.      MT  (+/- 180 meters Scaled)
 CK2591
 CK2591                          SUPERSEDED SURVEY CONTROL
 CK2591
 CK2591  NGVD 29 (03/21/89)    6.087  (m)           19.97   (f) ADJUSTED    1 2
 CK2591
 CK2591.Superseded values are not recommended for survey control.
 CK2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2591.See file dsdata.txt to determine how the superseded data were derived.
 CK2591
 CK2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS784151(NAD 83)
 CK2591_MARKER: DB = BENCH MARK DISK
 CK2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2591_SP_SET: CONCRETE POST
 CK2591_STAMPING: VERT 10 270 1984
 CK2591_MARK LOGO: SCGS  
 CK2591_PROJECTION: FLUSH
 CK2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2591+STABILITY: SURFACE MOTION
 CK2591
 CK2591  HISTORY     - Date     Condition        Report By
 CK2591  HISTORY     - 1984     MONUMENTED       SCGS
 CK2591  HISTORY     - 19950615 GOOD             USPSQD
 CK2591
 CK2591                          STATION DESCRIPTION
 CK2591
 CK2591'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2591'8.7 KM (5.4 MI) NE FROM ROCKVILLE.
 CK2591'13.9 KILOMETERS (8.65 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2591'THE JOHNS ISLAND POST OFFICE, THENCE 1.0 KILOMETER (0.6 MILE)
 CK2591'SOUTHWEST ALONG A SAND ROAD (ROSEBANK ROAD), SET IN THE VEE OF THE
 CK2591'INTERSECTION OF ROSEBANK PLANTATION ROAD, 7.6 METERS (25.0 FEET)
 CK2591'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF ROSEBANK PLANTATION ROAD,
 CK2591'14.9 METERS (49.0 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF
 CK2591'ROSEBANK ROAD, 4.0 METERS (13.0 FEET) SOUTH-SOUTHWEST OF A LONE
 CK2591'24-INCH PINE TREE IN THE VEE OF THE INTERSECTION OF THE TWO ROADS.
 CK2591'THE MARK IS 2.00 METERS  NNE FROM A WITNESS POST.
 CK2591'THE MARK IS ABOVE LEVEL WITH ROSEBANK ROAD.
 CK2591
 CK2591                          STATION RECOVERY (1995)
 CK2591
 CK2591'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2778 ***********************************************************************
 CK2778  DESIGNATION -  10 271
 CK2778  PID         -  CK2778
 CK2778  STATE/COUNTY-  SC/CHARLESTON
 CK2778  USGS QUAD   -  LEGAREVILLE (1971)
 CK2778
 CK2778                         *CURRENT SURVEY CONTROL
 CK2778  ___________________________________________________________________
 CK2778* NAD 83(1986)-  32 38 19.     (N)    080 05 42.     (W)     SCALED    
 CK2778* NAVD 88     -         3.465  (meters)      11.37   (feet)  ADJUSTED  
 CK2778  ___________________________________________________________________
 CK2778  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2778  DYNAMIC HT  -           3.462 (meters)      11.36  (feet)  COMP
 CK2778  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 CK2778
 CK2778  VERT ORDER  -  FIRST     CLASS II
 CK2778
 CK2778.The horizontal coordinates were scaled from a topographic map and have
 CK2778.an estimated accuracy of +/- 6 seconds.
 CK2778
 CK2778.The orthometric height was determined by differential leveling
 CK2778.and adjusted by the National Geodetic Survey in June 1991..
 CK2778
 CK2778.The geoid height was determined by GEOID03.
 CK2778
 CK2778.The dynamic height is computed by dividing the NAVD 88
 CK2778.geopotential number by the normal gravity value computed on the
 CK2778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2778.degrees latitude (g = 980.6199 gals.).
 CK2778
 CK2778.The modeled gravity was interpolated from observed gravity values.
 CK2778
 CK2778;                    North         East    Units  Estimated Accuracy
 CK2778;SPC SC       -    89,680.      694,510.      MT  (+/- 180 meters Scaled)
 CK2778
 CK2778                          SUPERSEDED SURVEY CONTROL
 CK2778
 CK2778  NGVD 29 (03/21/89)    3.763  (m)           12.35   (f) ADJUSTED    1 2
 CK2778
 CK2778.Superseded values are not recommended for survey control.
 CK2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2778.See file dsdata.txt to determine how the superseded data were derived.
 CK2778
 CK2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS848115(NAD 83)
 CK2778_MARKER: DB = BENCH MARK DISK
 CK2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2778_SP_SET: CONCRETE POST
 CK2778_STAMPING: VERT 10 271 1984
 CK2778_MARK LOGO: SCGS  
 CK2778_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2778+STABILITY: SURFACE MOTION
 CK2778
 CK2778  HISTORY     - Date     Condition        Report By
 CK2778  HISTORY     - 1984     MONUMENTED       SCGS
 CK2778  HISTORY     - 19950616 GOOD             USPSQD
 CK2778
 CK2778                          STATION DESCRIPTION
 CK2778
 CK2778'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2778'9.6 KM (6.0 MI) SSW FROM FENWICK CROSSROADS.
 CK2778'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2778'ISLAND POST OFFICE, THENCE 10.3 KILOMETERS (6.4 MILES) SOUTHERLY ALONG
 CK2778'COUNTY ROAD S-10-54, CONTINUE SOUTHERLY ALONG COUNTY ROAD S-10-91 FOR
 CK2778'5.5 KILOMETERS (3.4 MILES), THENCE 1.85 KILOMETERS (1.15 MILES) SOUTH
 CK2778'ALONG A SAND ROAD (BLACKGROUND ROAD), SET AT THE END OF A HEDGE ROW
 CK2778'BETWEEN A SAND DRIVE AND A FIELD ROAD, 43.9 METERS (144.0 FEET)
 CK2778'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND DRIVE,
 CK2778'13.7 METERS (45.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 CK2778'BLACKGROUND ROAD, 6.8 METERS (22.5 FEET) NORTH-NORTHWEST OF THE
 CK2778'APPROXIMATE CENTER OF THE FIELD ROAD.
 CK2778'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 CK2778'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2778
 CK2778                          STATION RECOVERY (1995)
 CK2778
 CK2778'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2777 ***********************************************************************
 CK2777  DESIGNATION -  10 272
 CK2777  PID         -  CK2777
 CK2777  STATE/COUNTY-  SC/CHARLESTON
 CK2777  USGS QUAD   -  LEGAREVILLE (1971)
 CK2777
 CK2777                         *CURRENT SURVEY CONTROL
 CK2777  ___________________________________________________________________
 CK2777* NAD 83(1986)-  32 39 15.     (N)    080 05 57.     (W)     SCALED    
 CK2777* NAVD 88     -         3.820  (meters)      12.53   (feet)  ADJUSTED  
 CK2777  ___________________________________________________________________
 CK2777  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK2777  DYNAMIC HT  -           3.816 (meters)      12.52  (feet)  COMP
 CK2777  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 CK2777
 CK2777  VERT ORDER  -  FIRST     CLASS II
 CK2777
 CK2777.The horizontal coordinates were scaled from a topographic map and have
 CK2777.an estimated accuracy of +/- 6 seconds.
 CK2777
 CK2777.The orthometric height was determined by differential leveling
 CK2777.and adjusted by the National Geodetic Survey in June 1991..
 CK2777
 CK2777.The geoid height was determined by GEOID03.
 CK2777
 CK2777.The dynamic height is computed by dividing the NAVD 88
 CK2777.geopotential number by the normal gravity value computed on the
 CK2777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2777.degrees latitude (g = 980.6199 gals.).
 CK2777
 CK2777.The modeled gravity was interpolated from observed gravity values.
 CK2777
 CK2777;                    North         East    Units  Estimated Accuracy
 CK2777;SPC SC       -    91,400.      694,110.      MT  (+/- 180 meters Scaled)
 CK2777
 CK2777                          SUPERSEDED SURVEY CONTROL
 CK2777
 CK2777  NGVD 29 (03/21/89)    4.118  (m)           13.51   (f) ADJUSTED    1 2
 CK2777
 CK2777.Superseded values are not recommended for survey control.
 CK2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2777.See file dsdata.txt to determine how the superseded data were derived.
 CK2777
 CK2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS844133(NAD 83)
 CK2777_MARKER: DB = BENCH MARK DISK
 CK2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2777_SP_SET: CONCRETE POST
 CK2777_STAMPING: VERT 10 272 1984
 CK2777_MARK LOGO: SCGS  
 CK2777_PROJECTION: RECESSED 7 CENTIMETERS
 CK2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2777+STABILITY: SURFACE MOTION
 CK2777
 CK2777  HISTORY     - Date     Condition        Report By
 CK2777  HISTORY     - 1984     MONUMENTED       SCGS
 CK2777  HISTORY     - 19950616 GOOD             USPSQD
 CK2777
 CK2777                          STATION DESCRIPTION
 CK2777
 CK2777'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2777'7.6 KM (4.7 MI) SSW FROM FENWICK CROSSROADS.
 CK2777'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2777'ISLAND POST OFFICE, THENCE 10.3 KILOMETERS (6.4 MILES) SOUTHERLY ALONG
 CK2777'COUNTY ROAD S-10-54, CONTINUE SOUTHERLY ALONG COUNTY ROAD S-10-91 FOR
 CK2777'5.5 KILOMETERS (3.4 MILES), SET IN THE SOUTHWEST CORNER OF A GRASSY
 CK2777'FIELD AT THE INTERSECTION OF A SAND ROAD (BLACKGROUND ROAD),
 CK2777'33.5 METERS (110.0 FEET) WEST-SOUTHWEST OF A FIRE HYDRANT, 9.2 METERS
 CK2777'(30.3 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 CK2777'6.1 METERS (20.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE EXTENDED
 CK2777'CENTER OF BLACKGROUND ROAD.
 CK2777'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2777
 CK2777                          STATION RECOVERY (1995)
 CK2777
 CK2777'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0582 ***********************************************************************
 CJ0582  DESIGNATION -  10 273
 CJ0582  PID         -  CJ0582
 CJ0582  STATE/COUNTY-  SC/CHARLESTON
 CJ0582  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0582
 CJ0582                         *CURRENT SURVEY CONTROL
 CJ0582  ___________________________________________________________________
 CJ0582* NAD 83(1986)-  32 46 55.     (N)    079 52 16.     (W)     SCALED    
 CJ0582* NAVD 88     -         3.819  (meters)      12.53   (feet)  ADJUSTED  
 CJ0582  ___________________________________________________________________
 CJ0582  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 CJ0582  DYNAMIC HT  -           3.814 (meters)      12.51  (feet)  COMP
 CJ0582  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CJ0582
 CJ0582  VERT ORDER  -  FIRST     CLASS II
 CJ0582
 CJ0582.The horizontal coordinates were scaled from a topographic map and have
 CJ0582.an estimated accuracy of +/- 6 seconds.
 CJ0582
 CJ0582.The orthometric height was determined by differential leveling
 CJ0582.and adjusted by the National Geodetic Survey in June 1991..
 CJ0582
 CJ0582.The geoid height was determined by GEOID03.
 CJ0582
 CJ0582.The dynamic height is computed by dividing the NAVD 88
 CJ0582.geopotential number by the normal gravity value computed on the
 CJ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0582.degrees latitude (g = 980.6199 gals.).
 CJ0582
 CJ0582.The modeled gravity was interpolated from observed gravity values.
 CJ0582
 CJ0582;                    North         East    Units  Estimated Accuracy
 CJ0582;SPC SC       -   105,780.      715,350.      MT  (+/- 180 meters Scaled)
 CJ0582
 CJ0582                          SUPERSEDED SURVEY CONTROL
 CJ0582
 CJ0582  NGVD 29 (03/21/89)    4.118  (m)           13.51   (f) ADJUSTED    1 2
 CJ0582
 CJ0582.Superseded values are not recommended for survey control.
 CJ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0582.See file dsdata.txt to determine how the superseded data were derived.
 CJ0582
 CJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS057276(NAD 83)
 CJ0582_MARKER: DB = BENCH MARK DISK
 CJ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0582_SP_SET: CONCRETE POST
 CJ0582_STAMPING: VERT 10 273 1984
 CJ0582_MARK LOGO: SCGS  
 CJ0582_PROJECTION: FLUSH
 CJ0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0582
 CJ0582  HISTORY     - Date     Condition        Report By
 CJ0582  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0582  HISTORY     - 19910410 GOOD             USPSQD
 CJ0582  HISTORY     - 19960316 GOOD             USPSQD
 CJ0582
 CJ0582                          STATION DESCRIPTION
 CJ0582
 CJ0582'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0582'IN MOUNT PLEASANT.
 CJ0582'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG FAIRMONT AVENUE (COUNTY ROAD
 CJ0582'S-10-216) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 0.8 KILOMETER
 CJ0582'(0.5 MILE) SOUTHWEST ALONG MCCANTS DRIVE, THENCE 0.1 KILOMETER (0.05
 CJ0582'MILE) NORTHWEST ALONG PITT STREET, SET NEAR A POWER POLE AND A 4-FOOT
 CJ0582'HIGH PILLAR IN THE YARD OF A 3-STORY BRICK HOUSE, 51.0 METERS (167.5
 CJ0582'FEET) NORTHWEST OF THE CENTERLINE OF MCCANTS DRIVE, 10.4 METERS (34.0
 CJ0582'FEET) NORTHEAST OF THE APPROXIMATE CENTER OF PITT STREET, 19.1 METERS
 CJ0582'(62.5 FEET) WEST-SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 2.7 METERS
 CJ0582'(9.0 FEET) EAST-SOUTHEAST OF THE 4-FOOT HIGH BRICK PILLAR.
 CJ0582'THE MARK IS 0.30 M ABOVE PITT STREET.
 CJ0582
 CJ0582                          STATION RECOVERY (1991)
 CJ0582
 CJ0582'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0582'RECOVERED IN GOOD CONDITION.
 CJ0582
 CJ0582                          STATION RECOVERY (1996)
 CJ0582
 CJ0582'RECOVERY NOTE BY US POWER SQUADRON 1996
 CJ0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0583 ***********************************************************************
 CJ0583  DESIGNATION -  10 274
 CJ0583  PID         -  CJ0583
 CJ0583  STATE/COUNTY-  SC/CHARLESTON
 CJ0583  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0583
 CJ0583                         *CURRENT SURVEY CONTROL
 CJ0583  ___________________________________________________________________
 CJ0583* NAD 83(1986)-  32 46 43.     (N)    079 52 01.     (W)     SCALED    
 CJ0583* NAVD 88     -         2.659  (meters)       8.72   (feet)  ADJUSTED  
 CJ0583  ___________________________________________________________________
 CJ0583  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 CJ0583  DYNAMIC HT  -           2.656 (meters)       8.71  (feet)  COMP
 CJ0583  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CJ0583
 CJ0583  VERT ORDER  -  FIRST     CLASS II
 CJ0583
 CJ0583.The horizontal coordinates were scaled from a topographic map and have
 CJ0583.an estimated accuracy of +/- 6 seconds.
 CJ0583
 CJ0583.The orthometric height was determined by differential leveling
 CJ0583.and adjusted by the National Geodetic Survey in June 1991..
 CJ0583
 CJ0583.The geoid height was determined by GEOID03.
 CJ0583
 CJ0583.The dynamic height is computed by dividing the NAVD 88
 CJ0583.geopotential number by the normal gravity value computed on the
 CJ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0583.degrees latitude (g = 980.6199 gals.).
 CJ0583
 CJ0583.The modeled gravity was interpolated from observed gravity values.
 CJ0583
 CJ0583;                    North         East    Units  Estimated Accuracy
 CJ0583;SPC SC       -   105,420.      715,740.      MT  (+/- 180 meters Scaled)
 CJ0583
 CJ0583                          SUPERSEDED SURVEY CONTROL
 CJ0583
 CJ0583  NGVD 29 (03/21/89)    2.959  (m)            9.71   (f) ADJUSTED    1 2
 CJ0583
 CJ0583.Superseded values are not recommended for survey control.
 CJ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0583.See file dsdata.txt to determine how the superseded data were derived.
 CJ0583
 CJ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS061273(NAD 83)
 CJ0583_MARKER: DB = BENCH MARK DISK
 CJ0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0583_SP_SET: CONCRETE POST
 CJ0583_STAMPING: VERT 10 274 1984
 CJ0583_MARK LOGO: SCGS  
 CJ0583_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0583
 CJ0583  HISTORY     - Date     Condition        Report By
 CJ0583  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0583  HISTORY     - 19910410 GOOD             USPSQD
 CJ0583  HISTORY     - 19960316 GOOD             USPSQD
 CJ0583
 CJ0583                          STATION DESCRIPTION
 CJ0583
 CJ0583'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0583'IN MOUNT PLEASANT.
 CJ0583'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG FAIRMONT AVENUE (COUNTY ROAD
 CJ0583'S-10-216) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 0.8 KILOMETER
 CJ0583'(0.5 MILE) SOUTHWEST ALONG MCCANTS DRIVE, THENCE 0.5 KILOMETER (0.3
 CJ0583'MILE) SOUTHEAST ALONG PITT STREET, SET IN THE FRONT YARD OF A 2-STORY
 CJ0583'HOUSE IN THE NORTH ANGLE OF THE INTERSECTION WITH CENTER STREET,
 CJ0583'11.6 METERS (38.3 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF PITT
 CJ0583'STREET, 17.4 METERS (57.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF
 CJ0583'CENTER STREET, 19.8 METERS (65.0 FEET) SOUTH-SOUTHEAST OF THE WEST
 CJ0583'CORNER OF THE HOUSE, 13.1 METERS (43.2 FEET) WEST-SOUTHWEST OF THE
 CJ0583'SOUTH CORNER OF HOUSE GARAGE.
 CJ0583'THE MARK IS ABOVE LEVEL WITH PITT STREET.
 CJ0583
 CJ0583                          STATION RECOVERY (1991)
 CJ0583
 CJ0583'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0583'RECOVERED IN GOOD CONDITION.
 CJ0583
 CJ0583                          STATION RECOVERY (1996)
 CJ0583
 CJ0583'RECOVERY NOTE BY US POWER SQUADRON 1996
 CJ0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0587 ***********************************************************************
 CJ0587  DESIGNATION -  10 275
 CJ0587  PID         -  CJ0587
 CJ0587  STATE/COUNTY-  SC/CHARLESTON
 CJ0587  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0587
 CJ0587                         *CURRENT SURVEY CONTROL
 CJ0587  ___________________________________________________________________
 CJ0587* NAD 83(1986)-  32 47 08.     (N)    079 51 32.     (W)     SCALED    
 CJ0587* NAVD 88     -         3.577  (meters)      11.74   (feet)  ADJUSTED  
 CJ0587  ___________________________________________________________________
 CJ0587  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 CJ0587  DYNAMIC HT  -           3.573 (meters)      11.72  (feet)  COMP
 CJ0587  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 CJ0587
 CJ0587  VERT ORDER  -  FIRST     CLASS II
 CJ0587
 CJ0587.The horizontal coordinates were scaled from a topographic map and have
 CJ0587.an estimated accuracy of +/- 6 seconds.
 CJ0587
 CJ0587.The orthometric height was determined by differential leveling
 CJ0587.and adjusted by the National Geodetic Survey in June 1991..
 CJ0587
 CJ0587.The geoid height was determined by GEOID03.
 CJ0587
 CJ0587.The dynamic height is computed by dividing the NAVD 88
 CJ0587.geopotential number by the normal gravity value computed on the
 CJ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0587.degrees latitude (g = 980.6199 gals.).
 CJ0587
 CJ0587.The modeled gravity was interpolated from observed gravity values.
 CJ0587
 CJ0587;                    North         East    Units  Estimated Accuracy
 CJ0587;SPC SC       -   106,190.      716,490.      MT  (+/- 180 meters Scaled)
 CJ0587
 CJ0587                          SUPERSEDED SURVEY CONTROL
 CJ0587
 CJ0587  NGVD 29 (03/21/89)    3.877  (m)           12.72   (f) ADJUSTED    1 2
 CJ0587
 CJ0587.Superseded values are not recommended for survey control.
 CJ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0587.See file dsdata.txt to determine how the superseded data were derived.
 CJ0587
 CJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS068280(NAD 83)
 CJ0587_MARKER: DB = BENCH MARK DISK
 CJ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0587_SP_SET: CONCRETE POST
 CJ0587_STAMPING: VERT 10 275 1984
 CJ0587_MARK LOGO: SCGS  
 CJ0587_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0587
 CJ0587  HISTORY     - Date     Condition        Report By
 CJ0587  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0587  HISTORY     - 19910410 GOOD             USPSQD
 CJ0587
 CJ0587                          STATION DESCRIPTION
 CJ0587
 CJ0587'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0587'IN MOUNT PLEASANT.
 CJ0587'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG FAIRMONT AVENUE (COUNTY ROAD
 CJ0587'S-10-216) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 0.8 KILOMETER
 CJ0587'(0.5 MILE) SOUTHWEST ALONG MCCANTS DRIVE, THENCE 0.5 KILOMETER (0.3
 CJ0587'MILE) SOUTHEAST ALONG PITT STREET, THENCE 1.05 KILOMETERS (0.65 MILE)
 CJ0587'NORTHEAST ALONG CENTER STREET, SET NEAR A DOUBLE TRUNK OAK TREE IN THE
 CJ0587'YARD OF ONE-STORY BRICK HOUSE NUMBER 1498, 3.4 METERS (11.0 FEET)
 CJ0587'NORTH OF POWER POLE NUMBER 55169, 11.1 METERS (36.5 FEET)
 CJ0587'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF CENTER STREET, 8.8 METERS
 CJ0587'(29.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF INDIAN STREET,
 CJ0587'3.4 METERS (11.0 FEET) WEST-SOUTHWEST OF THE DOUBLE TRUNK OAK TREE,
 CJ0587'9.8 METERS (32.4 FEET) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE
 CJ0587'HOUSE.
 CJ0587'THE MARK IS ABOVE LEVEL WITH CENTER STREET.
 CJ0587
 CJ0587                          STATION RECOVERY (1991)
 CJ0587
 CJ0587'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0588 ***********************************************************************
 CJ0588  DESIGNATION -  10 276
 CJ0588  PID         -  CJ0588
 CJ0588  STATE/COUNTY-  SC/CHARLESTON
 CJ0588  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0588
 CJ0588                         *CURRENT SURVEY CONTROL
 CJ0588  ___________________________________________________________________
 CJ0588* NAD 83(1986)-  32 47 24.     (N)    079 51 11.     (W)     SCALED    
 CJ0588* NAVD 88     -         2.689  (meters)       8.82   (feet)  ADJUSTED  
 CJ0588  ___________________________________________________________________
 CJ0588  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 CJ0588  DYNAMIC HT  -           2.686 (meters)       8.81  (feet)  COMP
 CJ0588  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CJ0588
 CJ0588  VERT ORDER  -  FIRST     CLASS II
 CJ0588
 CJ0588.The horizontal coordinates were scaled from a topographic map and have
 CJ0588.an estimated accuracy of +/- 6 seconds.
 CJ0588
 CJ0588.The orthometric height was determined by differential leveling
 CJ0588.and adjusted by the National Geodetic Survey in June 1991..
 CJ0588
 CJ0588.The geoid height was determined by GEOID03.
 CJ0588
 CJ0588.The dynamic height is computed by dividing the NAVD 88
 CJ0588.geopotential number by the normal gravity value computed on the
 CJ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0588.degrees latitude (g = 980.6199 gals.).
 CJ0588
 CJ0588.The modeled gravity was interpolated from observed gravity values.
 CJ0588
 CJ0588;                    North         East    Units  Estimated Accuracy
 CJ0588;SPC SC       -   106,690.      717,030.      MT  (+/- 180 meters Scaled)
 CJ0588
 CJ0588                          SUPERSEDED SURVEY CONTROL
 CJ0588
 CJ0588  NGVD 29 (05/09/91)    2.989  (m)            9.81   (f) ADJUSTED    1 2
 CJ0588
 CJ0588.Superseded values are not recommended for survey control.
 CJ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0588.See file dsdata.txt to determine how the superseded data were derived.
 CJ0588
 CJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS073285(NAD 83)
 CJ0588_MARKER: DD = SURVEY DISK
 CJ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0588_SP_SET: CONCRETE POST
 CJ0588_STAMPING: VERT 10 276 1984
 CJ0588_MARK LOGO: SCGS  
 CJ0588_PROJECTION: FLUSH
 CJ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0588+STABILITY: SURFACE MOTION
 CJ0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0588+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1990
 CJ0588
 CJ0588  HISTORY     - Date     Condition        Report By
 CJ0588  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0588  HISTORY     - 19900522 GOOD             NGS
 CJ0588
 CJ0588                          STATION DESCRIPTION
 CJ0588
 CJ0588'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0588'IN MOUNT PLEASANT.
 CJ0588'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG FAIRMONT AVENUE (COUNTY ROAD
 CJ0588'S-10-216) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 0.8 KILOMETER
 CJ0588'(0.5 MILE) SOUTHWEST ALONG MCCANTS DRIVE, THENCE 0.5 KILOMETER (0.3
 CJ0588'MILE) SOUTHEAST ALONG PITT STREET, THENCE 1.85 KILOMETERS (1.15 MILES)
 CJ0588'NORTHEAST ALONG CENTER STREET, SET NEAR THE SOUTH CORNER OF A SEVEN
 CJ0588'ELEVEN STORE, 45.8 METERS (150.4 FEET) WEST-SOUTHWEST OF THE
 CJ0588'CENTERLINE OF THE SOUTH BOUND LANE OF STATE HIGHWAY 703, 19.2 METERS
 CJ0588'(63.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF CENTER
 CJ0588'STREET, 5.8 METERS (19.3 FEET) EAST-NORTHEAST OF A LONE 36-INCH OAK
 CJ0588'TREE, 0.7 METER (2.3 FEET) EAST-SOUTHEAST OF THE SOUTH CORNER OF THE
 CJ0588'SEVEN ELEVEN STORE.
 CJ0588'THE MARK IS ABOVE LEVEL WITH HIGHWAY 703.
 CJ0588
 CJ0588                          STATION RECOVERY (1990)
 CJ0588
 CJ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0609 ***********************************************************************
 CJ0609  DESIGNATION -  10 277
 CJ0609  PID         -  CJ0609
 CJ0609  STATE/COUNTY-  SC/CHARLESTON
 CJ0609  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0609
 CJ0609                         *CURRENT SURVEY CONTROL
 CJ0609  ___________________________________________________________________
 CJ0609* NAD 83(1986)-  32 46 47.     (N)    079 48 16.     (W)     SCALED    
 CJ0609* NAVD 88     -         2.215  (meters)       7.27   (feet)  ADJUSTED  
 CJ0609  ___________________________________________________________________
 CJ0609  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 CJ0609  DYNAMIC HT  -           2.212 (meters)       7.26  (feet)  COMP
 CJ0609  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CJ0609
 CJ0609  VERT ORDER  -  FIRST     CLASS II
 CJ0609
 CJ0609.The horizontal coordinates were scaled from a topographic map and have
 CJ0609.an estimated accuracy of +/- 6 seconds.
 CJ0609
 CJ0609.The orthometric height was determined by differential leveling
 CJ0609.and adjusted by the National Geodetic Survey in June 1991..
 CJ0609.WARNING-Repeat measurements at this control monument indicate possible
 CJ0609.vertical movement.
 CJ0609
 CJ0609.The geoid height was determined by GEOID03.
 CJ0609
 CJ0609.The dynamic height is computed by dividing the NAVD 88
 CJ0609.geopotential number by the normal gravity value computed on the
 CJ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0609.degrees latitude (g = 980.6199 gals.).
 CJ0609
 CJ0609.The modeled gravity was interpolated from observed gravity values.
 CJ0609
 CJ0609;                    North         East    Units  Estimated Accuracy
 CJ0609;SPC SC       -   105,600.      721,590.      MT  (+/- 180 meters Scaled)
 CJ0609
 CJ0609                          SUPERSEDED SURVEY CONTROL
 CJ0609
 CJ0609  NGVD 29 (05/09/91)    2.514  (m)            8.25   (f) ADJUSTED    1 2
 CJ0609
 CJ0609.Superseded values are not recommended for survey control.
 CJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0609.See file dsdata.txt to determine how the superseded data were derived.
 CJ0609
 CJ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS119275(NAD 83)
 CJ0609_MARKER: DD = SURVEY DISK
 CJ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0609_SP_SET: CONCRETE POST
 CJ0609_STAMPING: VERT 10 277 1984
 CJ0609_MARK LOGO: SCGS  
 CJ0609_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0609+STABILITY: SURFACE MOTION
 CJ0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0609+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ0609
 CJ0609  HISTORY     - Date     Condition        Report By
 CJ0609  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0609  HISTORY     - 19900525 GOOD             NGS
 CJ0609  HISTORY     - 19970622 GOOD             USPSQD
 CJ0609  HISTORY     - 20030621 GOOD             USPSQD
 CJ0609
 CJ0609                          STATION DESCRIPTION
 CJ0609
 CJ0609'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0609'IN ISLE OF PALMS.
 CJ0609'1.85 KILOMETERS (1.15 MILES) SOUTHWEST ALONG STATE HIGHWAY 703 FROM
 CJ0609'THE ISLE OF PALMS POST OFFICE, SET NEAR THE NORTHEAST CORNER OF THE
 CJ0609'ST. MARKS EVANGELICAL LUTHERAN CHURCH, 22.9 METERS (75.2 FEET)
 CJ0609'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.8 METERS (29.0
 CJ0609'FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE MAIN ENTRANCE
 CJ0609'DOORS TO THE CHURCH, 0.9 METER (3.0 FEET) WEST-NORTHWEST OF THE
 CJ0609'NORTHEAST CORNER OF THE CHURCH, 0.5 METER (1.9 FEET) NORTH-NORTHWEST
 CJ0609'OF THE NORTH FACE OF THE CHURCH.
 CJ0609'THE MARK IS 0.3 M ABOVE PARKING LOT.
 CJ0609
 CJ0609                          STATION RECOVERY (1990)
 CJ0609
 CJ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0609'RECOVERED IN GOOD CONDITION.
 CJ0609
 CJ0609                          STATION RECOVERY (1997)
 CJ0609
 CJ0609'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0609'RECOVERED IN GOOD CONDITION.
 CJ0609
 CJ0609                          STATION RECOVERY (2003)
 CJ0609
 CJ0609'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0619 ***********************************************************************
 CJ0619  DESIGNATION -  10 278
 CJ0619  PID         -  CJ0619
 CJ0619  STATE/COUNTY-  SC/CHARLESTON
 CJ0619  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0619
 CJ0619                         *CURRENT SURVEY CONTROL
 CJ0619  ___________________________________________________________________
 CJ0619* NAD 83(1986)-  32 47 25.     (N)    079 47 02.     (W)     SCALED    
 CJ0619* NAVD 88     -         2.174  (meters)       7.13   (feet)  ADJUSTED  
 CJ0619  ___________________________________________________________________
 CJ0619  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 CJ0619  DYNAMIC HT  -           2.172 (meters)       7.13  (feet)  COMP
 CJ0619  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 CJ0619
 CJ0619  VERT ORDER  -  FIRST     CLASS II
 CJ0619
 CJ0619.The horizontal coordinates were scaled from a topographic map and have
 CJ0619.an estimated accuracy of +/- 6 seconds.
 CJ0619
 CJ0619.The orthometric height was determined by differential leveling
 CJ0619.and adjusted by the National Geodetic Survey in June 1991..
 CJ0619
 CJ0619.The geoid height was determined by GEOID03.
 CJ0619
 CJ0619.The dynamic height is computed by dividing the NAVD 88
 CJ0619.geopotential number by the normal gravity value computed on the
 CJ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0619.degrees latitude (g = 980.6199 gals.).
 CJ0619
 CJ0619.The modeled gravity was interpolated from observed gravity values.
 CJ0619
 CJ0619;                    North         East    Units  Estimated Accuracy
 CJ0619;SPC SC       -   106,800.      723,510.      MT  (+/- 180 meters Scaled)
 CJ0619
 CJ0619                          SUPERSEDED SURVEY CONTROL
 CJ0619
 CJ0619  NGVD 29 (05/09/91)    2.474  (m)            8.12   (f) ADJUSTED    1 2
 CJ0619
 CJ0619.Superseded values are not recommended for survey control.
 CJ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0619.See file dsdata.txt to determine how the superseded data were derived.
 CJ0619
 CJ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS138286(NAD 83)
 CJ0619_MARKER: DD = SURVEY DISK
 CJ0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0619_SP_SET: CONCRETE POST
 CJ0619_STAMPING: VERT 10 278 1984
 CJ0619_MARK LOGO: SCGS  
 CJ0619_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0619+STABILITY: SURFACE MOTION
 CJ0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0619+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CJ0619
 CJ0619  HISTORY     - Date     Condition        Report By
 CJ0619  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0619  HISTORY     - 19900525 GOOD             NGS
 CJ0619  HISTORY     - 19900918 GOOD             NGS
 CJ0619  HISTORY     - 19970622 GOOD             USPSQD
 CJ0619
 CJ0619                          STATION DESCRIPTION
 CJ0619
 CJ0619'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0619'IN ISLE OF PALMS.
 CJ0619'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0619'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, SET NEAR A LONE 36-INCH
 CJ0619'PALMETTO TREE IN FRONT OF THE FIRST UNITED METHODIST CHURCH AT THE
 CJ0619'INTERSECTION OF TWENTY FIRST AVENUE, 13.7 METERS (45.0 FEET)
 CJ0619'EAST-NORTHEAST OF THE CENTERLINE OF TWENTY FIRST AVENUE, 16.9 METERS
 CJ0619'(55.6 FEET) WEST OF THE NORTHWEST CORNER OF THE MAIN BODY OF THE
 CJ0619'CHURCH, 5.8 METERS (19.2 FEET) SOUTH-SOUTHWEST OF A LONE 12-INCH
 CJ0619'PALMETTO TREE IN THE MIDDLE OF A SIDEWALK, 1.4 METERS (4.8 FEET)
 CJ0619'NORTH-NORTHWEST OF THE 36-INCH PALMETTO TREE, 18.0 METERS (59.0 FEET)
 CJ0619'SOUTH-SOUTHEAST OF POWER POLE NUMBER 166299.
 CJ0619'THE MARK IS ABOVE LEVEL WITH TWENTY FIRST AVENUE.
 CJ0619
 CJ0619                          STATION RECOVERY (1990)
 CJ0619
 CJ0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0619'RECOVERED IN GOOD CONDITION.
 CJ0619
 CJ0619                          STATION RECOVERY (1990)
 CJ0619
 CJ0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0619'RECOVERED IN GOOD CONDITION.
 CJ0619
 CJ0619                          STATION RECOVERY (1997)
 CJ0619
 CJ0619'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0620 ***********************************************************************
 CJ0620  DESIGNATION -  10 279
 CJ0620  PID         -  CJ0620
 CJ0620  STATE/COUNTY-  SC/CHARLESTON
 CJ0620  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0620
 CJ0620                         *CURRENT SURVEY CONTROL
 CJ0620  ___________________________________________________________________
 CJ0620* NAD 83(1986)-  32 47 32.     (N)    079 46 50.     (W)     SCALED    
 CJ0620* NAVD 88     -         2.210  (meters)       7.25   (feet)  ADJUSTED  
 CJ0620  ___________________________________________________________________
 CJ0620  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 CJ0620  DYNAMIC HT  -           2.208 (meters)       7.24  (feet)  COMP
 CJ0620  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 CJ0620
 CJ0620  VERT ORDER  -  FIRST     CLASS II
 CJ0620
 CJ0620.The horizontal coordinates were scaled from a topographic map and have
 CJ0620.an estimated accuracy of +/- 6 seconds.
 CJ0620
 CJ0620.The orthometric height was determined by differential leveling
 CJ0620.and adjusted by the National Geodetic Survey in June 1991..
 CJ0620
 CJ0620.The geoid height was determined by GEOID03.
 CJ0620
 CJ0620.The dynamic height is computed by dividing the NAVD 88
 CJ0620.geopotential number by the normal gravity value computed on the
 CJ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0620.degrees latitude (g = 980.6199 gals.).
 CJ0620
 CJ0620.The modeled gravity was interpolated from observed gravity values.
 CJ0620
 CJ0620;                    North         East    Units  Estimated Accuracy
 CJ0620;SPC SC       -   107,020.      723,810.      MT  (+/- 180 meters Scaled)
 CJ0620
 CJ0620                          SUPERSEDED SURVEY CONTROL
 CJ0620
 CJ0620  NGVD 29 (05/09/91)    2.510  (m)            8.23   (f) ADJUSTED    1 2
 CJ0620
 CJ0620.Superseded values are not recommended for survey control.
 CJ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0620.See file dsdata.txt to determine how the superseded data were derived.
 CJ0620
 CJ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS141289(NAD 83)
 CJ0620_MARKER: DD = SURVEY DISK
 CJ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0620_SP_SET: CONCRETE POST
 CJ0620_STAMPING: VERT 10 279 1984
 CJ0620_MARK LOGO: SCGS  
 CJ0620_PROJECTION: FLUSH
 CJ0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0620+STABILITY: SURFACE MOTION
 CJ0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0620+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CJ0620
 CJ0620  HISTORY     - Date     Condition        Report By
 CJ0620  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0620  HISTORY     - 19900525 GOOD             NGS
 CJ0620  HISTORY     - 19970622 GOOD             USPSQD
 CJ0620
 CJ0620                          STATION DESCRIPTION
 CJ0620
 CJ0620'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0620'IN ISLE OF PALMS.
 CJ0620'THE MARK IS ABOVE LEVEL WITH TWENTY FOURTH AVENUE.
 CJ0620'2.4 KILOMETERS (1.5 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0620'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.2 KILOMETER
 CJ0620'(0.1 MILE) NORTH ALONG TWENTY FOURTH AVENUE, SET NEAR THE SOUTHWEST
 CJ0620'CORNER OF THE ISLE OF PALMS BAPTIST CHURCH, 21.6 METERS (71.0 FEET)
 CJ0620'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF TWENTY FOURTH AVENUE,
 CJ0620'19.1 METERS (62.5 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 CJ0620'HARTNETT BOULEVARD, 5.3 METERS (17.7 FEET) SOUTH-SOUTHWEST OF THE
 CJ0620'APPROXIMATE CENTER OF THE MAIN ENTRANCE DOORS, 2.6 METERS (8.8 FEET)
 CJ0620'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH.
 CJ0620
 CJ0620                          STATION RECOVERY (1990)
 CJ0620
 CJ0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0620'IN ISLE OF PALMS, AT THE INTERSECTION OF 24TH AVENUE AND HARTNETT
 CJ0620'BOULEVARD, 21.6 M (70.9 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 CJ0620'AVENUE, 19.6 M (64.3 FT) NORTH-NORTHWEST OF AND LEVEL WITH THE
 CJ0620'CENTERLINE OF THE BOULEVARD, 4.9 M (16.1 FT) SOUTH-SOUTHEAST OF THE
 CJ0620'CENTER OF THE MAIN ENTRANCE DOORS OF THE ISLE OF PALMS BAPTIST
 CJ0620'CHURCH, 2.8 M (9.2 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 CJ0620'CHURCH, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CJ0620'SURFACE.
 CJ0620
 CJ0620                          STATION RECOVERY (1997)
 CJ0620
 CJ0620'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0623 ***********************************************************************
 CJ0623  DESIGNATION -  10 280
 CJ0623  PID         -  CJ0623
 CJ0623  STATE/COUNTY-  SC/CHARLESTON
 CJ0623  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0623
 CJ0623                         *CURRENT SURVEY CONTROL
 CJ0623  ___________________________________________________________________
 CJ0623* NAD 83(1986)-  32 48 14.     (N)    079 45 37.     (W)     SCALED    
 CJ0623* NAVD 88     -         1.603  (meters)       5.26   (feet)  ADJUSTED  
 CJ0623  ___________________________________________________________________
 CJ0623  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 CJ0623  DYNAMIC HT  -           1.601 (meters)       5.25  (feet)  COMP
 CJ0623  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 CJ0623
 CJ0623  VERT ORDER  -  FIRST     CLASS II
 CJ0623
 CJ0623.The horizontal coordinates were scaled from a topographic map and have
 CJ0623.an estimated accuracy of +/- 6 seconds.
 CJ0623
 CJ0623.The orthometric height was determined by differential leveling
 CJ0623.and adjusted by the National Geodetic Survey in June 1991..
 CJ0623
 CJ0623.The geoid height was determined by GEOID03.
 CJ0623
 CJ0623.The dynamic height is computed by dividing the NAVD 88
 CJ0623.geopotential number by the normal gravity value computed on the
 CJ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0623.degrees latitude (g = 980.6199 gals.).
 CJ0623
 CJ0623.The modeled gravity was interpolated from observed gravity values.
 CJ0623
 CJ0623;                    North         East    Units  Estimated Accuracy
 CJ0623;SPC SC       -   108,330.      725,700.      MT  (+/- 180 meters Scaled)
 CJ0623
 CJ0623                          SUPERSEDED SURVEY CONTROL
 CJ0623
 CJ0623  NGVD 29 (03/21/89)    1.903  (m)            6.24   (f) ADJUSTED    1 2
 CJ0623
 CJ0623.Superseded values are not recommended for survey control.
 CJ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0623.See file dsdata.txt to determine how the superseded data were derived.
 CJ0623
 CJ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS160302(NAD 83)
 CJ0623_MARKER: DB = BENCH MARK DISK
 CJ0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0623_SP_SET: CONCRETE POST
 CJ0623_STAMPING: VERT 10 280 1984
 CJ0623_MARK LOGO: SCGS  
 CJ0623_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0623
 CJ0623  HISTORY     - Date     Condition        Report By
 CJ0623  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0623  HISTORY     - 19910409 GOOD             USPSQD
 CJ0623
 CJ0623                          STATION DESCRIPTION
 CJ0623
 CJ0623'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0623'IN ISLE OF PALMS.
 CJ0623'4.7 KILOMETERS (2.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0623'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.6 KILOMETER
 CJ0623'(0.4 MILE) NORTH-NORTHWEST ALONG FOURTY FIRST AVENUE, SET BETWEEN SOME
 CJ0623'PALMETTO TREES IN FRONT OF THE ISLE OF PALMS FIRE DEPARTMENT,
 CJ0623'9.9 METERS (32.5 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF
 CJ0623'THE MAIN DRIVE TO THE FIRE STATION, 6.4 METERS (21.0 FEET)
 CJ0623'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED DRIVE LEADING TO
 CJ0623'THE BACK OF THE FIRE STATION, 14.3 METERS (47.0 FEET) EAST-NORTHEAST
 CJ0623'OF THE CENTERLINE OF FOURTY FIRST AVENUE, 15.8 METERS (52.0 FEET)
 CJ0623'SOUTHWEST OF THE SOUTH CORNER OF THE FIRE STATION.
 CJ0623'THE MARK IS ABOVE LEVEL WITH FOURTY FIRST AVENUE.
 CJ0623
 CJ0623                          STATION RECOVERY (1991)
 CJ0623
 CJ0623'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0622 ***********************************************************************
 CJ0622  DESIGNATION -  10 281
 CJ0622  PID         -  CJ0622
 CJ0622  STATE/COUNTY-  SC/CHARLESTON
 CJ0622  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0622
 CJ0622                         *CURRENT SURVEY CONTROL
 CJ0622  ___________________________________________________________________
 CJ0622* NAD 83(1986)-  32 48 00.     (N)    079 46 13.     (W)     SCALED    
 CJ0622* NAVD 88     -         2.121  (meters)       6.96   (feet)  ADJUSTED  
 CJ0622  ___________________________________________________________________
 CJ0622  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 CJ0622  DYNAMIC HT  -           2.119 (meters)       6.95  (feet)  COMP
 CJ0622  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 CJ0622
 CJ0622  VERT ORDER  -  FIRST     CLASS II
 CJ0622
 CJ0622.The horizontal coordinates were scaled from a topographic map and have
 CJ0622.an estimated accuracy of +/- 6 seconds.
 CJ0622
 CJ0622.The orthometric height was determined by differential leveling
 CJ0622.and adjusted by the National Geodetic Survey in June 1991..
 CJ0622
 CJ0622.The geoid height was determined by GEOID03.
 CJ0622
 CJ0622.The dynamic height is computed by dividing the NAVD 88
 CJ0622.geopotential number by the normal gravity value computed on the
 CJ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0622.degrees latitude (g = 980.6199 gals.).
 CJ0622
 CJ0622.The modeled gravity was interpolated from observed gravity values.
 CJ0622
 CJ0622;                    North         East    Units  Estimated Accuracy
 CJ0622;SPC SC       -   107,890.      724,770.      MT  (+/- 180 meters Scaled)
 CJ0622
 CJ0622                          SUPERSEDED SURVEY CONTROL
 CJ0622
 CJ0622  NGVD 29 (03/21/89)    2.421  (m)            7.94   (f) ADJUSTED    1 2
 CJ0622
 CJ0622.Superseded values are not recommended for survey control.
 CJ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0622.See file dsdata.txt to determine how the superseded data were derived.
 CJ0622
 CJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS151297(NAD 83)
 CJ0622_MARKER: DB = BENCH MARK DISK
 CJ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0622_SP_SET: CONCRETE POST
 CJ0622_STAMPING: VERT 10 281 1984
 CJ0622_MARK LOGO: SCGS  
 CJ0622_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0622
 CJ0622  HISTORY     - Date     Condition        Report By
 CJ0622  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0622  HISTORY     - 19910409 MARK NOT FOUND   USPSQD
 CJ0622
 CJ0622                          STATION DESCRIPTION
 CJ0622
 CJ0622'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0622'IN ISLE OF PALMS.
 CJ0622'4.7 KILOMETERS (2.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0622'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.55 KILOMETER
 CJ0622'(0.35 MILE) NORTH-NORTHWEST ALONG FOURTY FIRST AVENUE, THENCE 1.0
 CJ0622'KILOMETER (0.6 MILE) SOUTHWEST ALONG WATERWAY BOULEVARD, SET IN A
 CJ0622'CLUSTER OF MAGNOLIA TREES IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 CJ0622'OF OAKVIEW LANE IN THE FRONT YARD OF A TWO-STORY BRICK HOUSE,
 CJ0622'16.8 METERS (55.2 FEET) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE
 CJ0622'BRICK HOUSE, 19.9 METERS (65.6 FEET) NORTH OF THE NORTHEAST CORNER OF
 CJ0622'THE BRICK HOUSE, 12.5 METERS (41.2 FEET) SOUTH OF THE CENTERLINE OF
 CJ0622'WATERWAY BOULEVARD, 21.7 METERS (71.5 FEET) WEST OF THE APPROXIMATE
 CJ0622'CENTERLINE OF OAKVIEW LANE.
 CJ0622'THE MARK IS ABOVE LEVEL WITH WATERWAY BOULEVARD.
 CJ0622
 CJ0622                          STATION RECOVERY (1991)
 CJ0622
 CJ0622'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0621 ***********************************************************************
 CJ0621  DESIGNATION -  10 282
 CJ0621  PID         -  CJ0621
 CJ0621  STATE/COUNTY-  SC/CHARLESTON
 CJ0621  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0621
 CJ0621                         *CURRENT SURVEY CONTROL
 CJ0621  ___________________________________________________________________
 CJ0621* NAD 83(1986)-  32 47 45.     (N)    079 46 48.     (W)     SCALED    
 CJ0621* NAVD 88     -         2.031  (meters)       6.66   (feet)  ADJUSTED  
 CJ0621  ___________________________________________________________________
 CJ0621  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 CJ0621  DYNAMIC HT  -           2.028 (meters)       6.65  (feet)  COMP
 CJ0621  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 CJ0621
 CJ0621  VERT ORDER  -  FIRST     CLASS II
 CJ0621
 CJ0621.The horizontal coordinates were scaled from a topographic map and have
 CJ0621.an estimated accuracy of +/- 6 seconds.
 CJ0621
 CJ0621.The orthometric height was determined by differential leveling
 CJ0621.and adjusted by the National Geodetic Survey in June 1991..
 CJ0621
 CJ0621.The geoid height was determined by GEOID03.
 CJ0621
 CJ0621.The dynamic height is computed by dividing the NAVD 88
 CJ0621.geopotential number by the normal gravity value computed on the
 CJ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0621.degrees latitude (g = 980.6199 gals.).
 CJ0621
 CJ0621.The modeled gravity was interpolated from observed gravity values.
 CJ0621
 CJ0621;                    North         East    Units  Estimated Accuracy
 CJ0621;SPC SC       -   107,420.      723,860.      MT  (+/- 180 meters Scaled)
 CJ0621
 CJ0621                          SUPERSEDED SURVEY CONTROL
 CJ0621
 CJ0621  NGVD 29 (03/21/89)    2.330  (m)            7.64   (f) ADJUSTED    1 2
 CJ0621
 CJ0621.Superseded values are not recommended for survey control.
 CJ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0621.See file dsdata.txt to determine how the superseded data were derived.
 CJ0621
 CJ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS142293(NAD 83)
 CJ0621_MARKER: DB = BENCH MARK DISK
 CJ0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0621_SP_SET: CONCRETE POST
 CJ0621_STAMPING: VERT 10 282 1984
 CJ0621_MARK LOGO: SCGS  
 CJ0621_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0621
 CJ0621  HISTORY     - Date     Condition        Report By
 CJ0621  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0621  HISTORY     - 19910409 GOOD             USPSQD
 CJ0621
 CJ0621                          STATION DESCRIPTION
 CJ0621
 CJ0621'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0621'IN ISLE OF PALMS.
 CJ0621'4.7 KILOMETERS (2.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0621'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.55 KILOMETER
 CJ0621'(0.35 MILE) NORTH-NORTHWEST ALONG FOURTY FIRST AVENUE, THENCE 2.0
 CJ0621'KILOMETERS (1.25 MILES) SOUTHWEST ALONG WATERWAY BOULEVARD, SET NEAR A
 CJ0621'FIRE HYDRANT IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF TWENTY
 CJ0621'SEVENTH AVENUE IN THE FRONT YARD OF A ONE-STORY BRICK HOUSE,
 CJ0621'11.4 METERS (37.5 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF WATERWAY
 CJ0621'BOULEVARD, 17.7 METERS (58.3 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 CJ0621'CENTER OF TWENTY SEVENTH AVENUE, 12.2 METERS (40.1 FEET) NORTH OF THE
 CJ0621'NORTHEAST CORNER OF THE BRICK HOUSE, 5.2 METERS (17.0 FEET)
 CJ0621'SOUTH-SOUTHWEST OF THE FIRE HYDRANT.
 CJ0621'THE MARK IS 0.3 M ABOVE TWENTY SEVENTH AVENUE.
 CJ0621
 CJ0621                          STATION RECOVERY (1991)
 CJ0621
 CJ0621'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0602 ***********************************************************************
 CJ0602  DESIGNATION -  10 283
 CJ0602  PID         -  CJ0602
 CJ0602  STATE/COUNTY-  SC/CHARLESTON
 CJ0602  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0602
 CJ0602                         *CURRENT SURVEY CONTROL
 CJ0602  ___________________________________________________________________
 CJ0602* NAD 83(1986)-  32 45 55.     (N)    079 49 51.     (W)     SCALED    
 CJ0602* NAVD 88     -         2.536  (meters)       8.32   (feet)  ADJUSTED  
 CJ0602  ___________________________________________________________________
 CJ0602  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 CJ0602  DYNAMIC HT  -           2.533 (meters)       8.31  (feet)  COMP
 CJ0602  MODELED GRAV-     979,536.7   (mgal)                       NAVD 88
 CJ0602
 CJ0602  VERT ORDER  -  FIRST     CLASS II
 CJ0602
 CJ0602.The horizontal coordinates were scaled from a topographic map and have
 CJ0602.an estimated accuracy of +/- 6 seconds.
 CJ0602
 CJ0602.The orthometric height was determined by differential leveling
 CJ0602.and adjusted by the National Geodetic Survey in June 1991..
 CJ0602
 CJ0602.The geoid height was determined by GEOID03.
 CJ0602
 CJ0602.The dynamic height is computed by dividing the NAVD 88
 CJ0602.geopotential number by the normal gravity value computed on the
 CJ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0602.degrees latitude (g = 980.6199 gals.).
 CJ0602
 CJ0602.The modeled gravity was interpolated from observed gravity values.
 CJ0602
 CJ0602;                    North         East    Units  Estimated Accuracy
 CJ0602;SPC SC       -   103,970.      719,140.      MT  (+/- 180 meters Scaled)
 CJ0602
 CJ0602                          SUPERSEDED SURVEY CONTROL
 CJ0602
 CJ0602  NGVD 29 (05/09/91)    2.836  (m)            9.30   (f) ADJUSTED    1 2
 CJ0602
 CJ0602.Superseded values are not recommended for survey control.
 CJ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0602.See file dsdata.txt to determine how the superseded data were derived.
 CJ0602
 CJ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS095258(NAD 83)
 CJ0602_MARKER: DD = SURVEY DISK
 CJ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0602_SP_SET: CONCRETE POST
 CJ0602_STAMPING: VERT 10 283 1984
 CJ0602_MARK LOGO: SCGS  
 CJ0602_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0602_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0602+STABILITY: SURFACE MOTION
 CJ0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0602+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ0602
 CJ0602  HISTORY     - Date     Condition        Report By
 CJ0602  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0602  HISTORY     - 19900525 GOOD             NGS
 CJ0602  HISTORY     - 19900918 GOOD             NGS
 CJ0602  HISTORY     - 19950921 GOOD             SCGS
 CJ0602  HISTORY     - 20030621 GOOD             USPSQD
 CJ0602
 CJ0602                          STATION DESCRIPTION
 CJ0602
 CJ0602'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0602'IN SULLIVANS ISLAND.
 CJ0602'1.05 KILOMETERS (0.65 MILE) NORTHEAST ALONG MIDDLE STREET (COUNTY ROAD
 CJ0602'S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, SET NEAR THE SOUTH
 CJ0602'CORNER OF THE HOLY CROSS EPISCOPAL CHURCH, 23.0 METERS (75.5 FEET)
 CJ0602'NORTH-NORTHWEST OF THE CENTERLINE OF MIDDLE STREET, 1.1 METERS (3.5
 CJ0602'FEET) WEST-SOUTHWEST OF THE WEST FACE OF THE CHURCH, 1.5 METERS (5.0
 CJ0602'FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A 3-FOOT WIDE
 CJ0602'SIDEWALK, 17.8 METERS (58.5 FEET) NORTH OF POWER POLE NUMBER 226123.
 CJ0602'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 CJ0602
 CJ0602                          STATION RECOVERY (1990)
 CJ0602
 CJ0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0602'RECOVERED IN GOOD CONDITION.
 CJ0602
 CJ0602                          STATION RECOVERY (1990)
 CJ0602
 CJ0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0602'RECOVERED IN GOOD CONDITION.
 CJ0602
 CJ0602                          STATION RECOVERY (1995)
 CJ0602
 CJ0602'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ0602'STATION IS LOCATED IN SULLIVANS ISLAND.  OWNERSHIP--HOLY CROSS
 CJ0602'EPISCOPAL CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 CJ0602'HIGHWAYS 17, 701 BUSINESS (CHUCK DAWLEY BOULEVARD AND COLEMAN STREET)
 CJ0602'AND STATE HIGHWAY 703 (BEN SAWYER BOULEVARD) IN MOUNT PLEASANT, GO
 CJ0602'EAST ON HIGHWAY 703 FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE
 CJ0602'ROAD 199 (STA 22 1/2) , CONTINUE AHEAD ON ROAD 199 FOR 0.05 MILE (0.08
 CJ0602'KM) TO THE JUNCTION OF STATE ROAD 599 (MIDDLE STREET) , TURN LEFT ON
 CJ0602'ROAD 599 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 637 (STA.
 CJ0602'25) , CONTINUE ON ROAD 599 FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 CJ0602'THE LEFT NEAR THE SOUTHWEST CORNER OF THE HOLY CROSS EPISCOPAL CHURCH.
 CJ0602'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 CJ0602'THE ROAD, 75.1 FEET (22.9 M) NORTH NORTHWEST OF THE CENTER OF THE
 CJ0602'ROAD, 83.3 FEET (25.4 M) NORTHEAST OF THE EAST CORNER OF A STUCCO
 CJ0602'COMMERCIAL BUILDING, 3.9 FEET (1.2 M) EAST NORTHEAST OF THE NORTHEAST
 CJ0602'EDGE OF A SIDEWALK ON THE SOUTHWEST SIDE OF CHURCH, 3.2 FEET (1.0 M)
 CJ0602'WEST SOUTHWEST OF THE SOUTHWEST SIDE OF THE BELL TOWER, 58.5 FEET
 CJ0602'(17.8 M) NORTH OF A POWER POLE NUMBER 226123 WITH A GUY WIRE.
 CJ0602'RECOVERED BY C.E.  GEOGHEGAN.
 CJ0602
 CJ0602                          STATION RECOVERY (2003)
 CJ0602
 CJ0602'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0603 ***********************************************************************
 CJ0603  DESIGNATION -  10 284
 CJ0603  PID         -  CJ0603
 CJ0603  STATE/COUNTY-  SC/CHARLESTON
 CJ0603  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0603
 CJ0603                         *CURRENT SURVEY CONTROL
 CJ0603  ___________________________________________________________________
 CJ0603* NAD 83(1986)-  32 46 12.     (N)    079 49 13.     (W)     SCALED    
 CJ0603* NAVD 88     -         1.981  (meters)       6.50   (feet)  ADJUSTED  
 CJ0603  ___________________________________________________________________
 CJ0603  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 CJ0603  DYNAMIC HT  -           1.979 (meters)       6.49  (feet)  COMP
 CJ0603  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 CJ0603
 CJ0603  VERT ORDER  -  FIRST     CLASS II
 CJ0603
 CJ0603.The horizontal coordinates were scaled from a topographic map and have
 CJ0603.an estimated accuracy of +/- 6 seconds.
 CJ0603
 CJ0603.The orthometric height was determined by differential leveling
 CJ0603.and adjusted by the National Geodetic Survey in June 1991..
 CJ0603
 CJ0603.The geoid height was determined by GEOID03.
 CJ0603
 CJ0603.The dynamic height is computed by dividing the NAVD 88
 CJ0603.geopotential number by the normal gravity value computed on the
 CJ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0603.degrees latitude (g = 980.6199 gals.).
 CJ0603
 CJ0603.The modeled gravity was interpolated from observed gravity values.
 CJ0603
 CJ0603;                    North         East    Units  Estimated Accuracy
 CJ0603;SPC SC       -   104,510.      720,120.      MT  (+/- 180 meters Scaled)
 CJ0603
 CJ0603                          SUPERSEDED SURVEY CONTROL
 CJ0603
 CJ0603  NGVD 29 (05/09/91)    2.284  (m)            7.49   (f) ADJUSTED    1 2
 CJ0603
 CJ0603.Superseded values are not recommended for survey control.
 CJ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0603.See file dsdata.txt to determine how the superseded data were derived.
 CJ0603
 CJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS104264(NAD 83)
 CJ0603_MARKER: DD = SURVEY DISK
 CJ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0603_SP_SET: CONCRETE POST
 CJ0603_STAMPING: VERT 10 284 1984
 CJ0603_MARK LOGO: SCGS  
 CJ0603_PROJECTION: FLUSH
 CJ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0603+STABILITY: SURFACE MOTION
 CJ0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0603+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CJ0603
 CJ0603  HISTORY     - Date     Condition        Report By
 CJ0603  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0603  HISTORY     - 19900525 GOOD             NGS
 CJ0603
 CJ0603                          STATION DESCRIPTION
 CJ0603
 CJ0603'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0603'IN SULLIVANS ISLAND.
 CJ0603'2.15 KILOMETERS (1.35 MILES) NORTHEAST ALONG MIDDLE STREET (COUNTY
 CJ0603'ROAD S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, SET NEAR A WATER
 CJ0603'PUMP SHED IN THE FRONT YARD OF A TWO-STORY WOOD HOUSE, 6.7 METERS
 CJ0603'(22.2 FEET) SOUTH-SOUTHWEST OF THE WEST CORNER OF THE WATER PUMP SHED,
 CJ0603'15.4 METERS (50.5 FEET) SOUTHEAST OF THE CENTERLINE OF MIDDLE STREET,
 CJ0603'32.0 METERS (105.0 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF COUNTY
 CJ0603'ROAD S-10-517, 18.9 METERS (62.0 FEET) NORTHWEST OF THE NORTH CORNER
 CJ0603'OF THE HOUSE, 22.7 METERS (74.8 FEET) NORTH OF THE WEST CORNER OF THE
 CJ0603'HOUSE.
 CJ0603'THE MARK IS ABOVE LEVEL WITH YARD.
 CJ0603
 CJ0603                          STATION RECOVERY (1990)
 CJ0603
 CJ0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0594 ***********************************************************************
 CJ0594  DESIGNATION -  10 285
 CJ0594  PID         -  CJ0594
 CJ0594  STATE/COUNTY-  SC/CHARLESTON
 CJ0594  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0594
 CJ0594                         *CURRENT SURVEY CONTROL
 CJ0594  ___________________________________________________________________
 CJ0594* NAD 83(1986)-  32 45 47.     (N)    079 50 10.     (W)     SCALED    
 CJ0594* NAVD 88     -         2.508  (meters)       8.23   (feet)  ADJUSTED  
 CJ0594  ___________________________________________________________________
 CJ0594  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 CJ0594  DYNAMIC HT  -           2.505 (meters)       8.22  (feet)  COMP
 CJ0594  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CJ0594
 CJ0594  VERT ORDER  -  FIRST     CLASS II
 CJ0594
 CJ0594.The horizontal coordinates were scaled from a topographic map and have
 CJ0594.an estimated accuracy of +/- 6 seconds.
 CJ0594
 CJ0594.The orthometric height was determined by differential leveling
 CJ0594.and adjusted by the National Geodetic Survey in June 1991..
 CJ0594
 CJ0594.The geoid height was determined by GEOID03.
 CJ0594
 CJ0594.The dynamic height is computed by dividing the NAVD 88
 CJ0594.geopotential number by the normal gravity value computed on the
 CJ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0594.degrees latitude (g = 980.6199 gals.).
 CJ0594
 CJ0594.The modeled gravity was interpolated from observed gravity values.
 CJ0594
 CJ0594;                    North         East    Units  Estimated Accuracy
 CJ0594;SPC SC       -   103,720.      718,650.      MT  (+/- 180 meters Scaled)
 CJ0594
 CJ0594                          SUPERSEDED SURVEY CONTROL
 CJ0594
 CJ0594  NGVD 29 (05/09/91)    2.807  (m)            9.21   (f) ADJUSTED    1 2
 CJ0594
 CJ0594.Superseded values are not recommended for survey control.
 CJ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0594.See file dsdata.txt to determine how the superseded data were derived.
 CJ0594
 CJ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS090256(NAD 83)
 CJ0594_MARKER: DD = SURVEY DISK
 CJ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0594_SP_SET: CONCRETE POST
 CJ0594_STAMPING: VERT 10 285 1984
 CJ0594_MARK LOGO: SCGS  
 CJ0594_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0594+STABILITY: SURFACE MOTION
 CJ0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0594+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CJ0594
 CJ0594  HISTORY     - Date     Condition        Report By
 CJ0594  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0594  HISTORY     - 19900525 GOOD             NGS
 CJ0594  HISTORY     - 19900918 GOOD             NGS
 CJ0594  HISTORY     - 19950921 MARK NOT FOUND   SCGS
 CJ0594  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 CJ0594
 CJ0594                          STATION DESCRIPTION
 CJ0594
 CJ0594'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0594'IN SULLIVANS ISLAND.
 CJ0594'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG MIDDLE STREET (COUNTY ROAD
 CJ0594'S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, SET NEAR THE
 CJ0594'NORTHWEST CORNER OF THE DURST AND DURST PHYSICIANS P.A. SPECIALISTS IN
 CJ0594'FAMILY PRACTICE BUILDING, 49.1 METERS (161.0 FEET) NORTH-NORTHWEST OF
 CJ0594'THE CENTERLINE OF COUNTY ROAD S-10-599, 30.0 METERS (98.4 FEET)
 CJ0594'SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 703, 18.3 METERS
 CJ0594'(60.0 FEET) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-199,
 CJ0594'2.1 METERS (7.0 FEET) NORTH OF THE NORTHWEST CORNER OF THE DURST AND
 CJ0594'DURST BUILDING, 2.1 METERS (7.0 FEET) SOUTHWEST OF A 24-INCH PINE
 CJ0594'TREE.
 CJ0594'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 CJ0594
 CJ0594                          STATION RECOVERY (1990)
 CJ0594
 CJ0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0594'RECOVERED IN GOOD CONDITION.
 CJ0594
 CJ0594                          STATION RECOVERY (1990)
 CJ0594
 CJ0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0594'RECOVERED IN GOOD CONDITION.
 CJ0594
 CJ0594                          STATION RECOVERY (1995)
 CJ0594
 CJ0594'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ0594'MARK NOT FOUND.
 CJ0594
 CJ0594                          STATION RECOVERY (2003)
 CJ0594
 CJ0594'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ0594'GARMIN GPS INDICATES IT APPEARS LIKELY THAT THE MARK IS UNDER A VINE
 CJ0594'TYPE ORNAMENTAL GROUND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0642 ***********************************************************************
 CJ0642  DESIGNATION -  10 286
 CJ0642  PID         -  CJ0642
 CJ0642  STATE/COUNTY-  SC/CHARLESTON
 CJ0642  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0642
 CJ0642                         *CURRENT SURVEY CONTROL
 CJ0642  ___________________________________________________________________
 CJ0642* NAD 83(1986)-  32 47 49.     (N)    079 51 09.     (W)     SCALED    
 CJ0642* NAVD 88     -         5.112  (meters)      16.77   (feet)  ADJUSTED  
 CJ0642  ___________________________________________________________________
 CJ0642  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 CJ0642  DYNAMIC HT  -           5.107 (meters)      16.76  (feet)  COMP
 CJ0642  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 CJ0642
 CJ0642  VERT ORDER  -  FIRST     CLASS II
 CJ0642
 CJ0642.The horizontal coordinates were scaled from a topographic map and have
 CJ0642.an estimated accuracy of +/- 6 seconds.
 CJ0642
 CJ0642.The orthometric height was determined by differential leveling
 CJ0642.and adjusted by the National Geodetic Survey in June 1991..
 CJ0642
 CJ0642.The geoid height was determined by GEOID03.
 CJ0642
 CJ0642.The dynamic height is computed by dividing the NAVD 88
 CJ0642.geopotential number by the normal gravity value computed on the
 CJ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0642.degrees latitude (g = 980.6199 gals.).
 CJ0642
 CJ0642.The modeled gravity was interpolated from observed gravity values.
 CJ0642
 CJ0642;                    North         East    Units  Estimated Accuracy
 CJ0642;SPC SC       -   107,460.      717,070.      MT  (+/- 180 meters Scaled)
 CJ0642
 CJ0642                          SUPERSEDED SURVEY CONTROL
 CJ0642
 CJ0642  NGVD 29 (03/21/89)    5.414  (m)           17.76   (f) ADJUSTED    1 2
 CJ0642
 CJ0642.Superseded values are not recommended for survey control.
 CJ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0642.See file dsdata.txt to determine how the superseded data were derived.
 CJ0642
 CJ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS074293(NAD 83)
 CJ0642_MARKER: DB = BENCH MARK DISK
 CJ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0642_SP_SET: CONCRETE POST
 CJ0642_STAMPING: VERT 10 286 1984
 CJ0642_MARK LOGO: SCGS  
 CJ0642_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0642
 CJ0642  HISTORY     - Date     Condition        Report By
 CJ0642  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0642  HISTORY     - 19910410 GOOD             USPSQD
 CJ0642  HISTORY     - 19970621 GOOD             USPSQD
 CJ0642
 CJ0642                          STATION DESCRIPTION
 CJ0642
 CJ0642'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0642'IN MOUNT PLEASANT.
 CJ0642'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG COUNTY ROAD S-10-216
 CJ0642'(FAIRMONT AVENUE) FROM THE POST OFFICE IN MOUNT PLEASANT, THENCE 1.0
 CJ0642'KILOMETER (0.6 MILE) NORTHEAST ALONG MCCANTS DRIVE, CONTINUE AHEAD FOR
 CJ0642'0.55 KILOMETER (0.35 MILE) NORTHEAST ALONG RIFLE RANGE ROAD, SET NEAR
 CJ0642'A FLAG POLE IN FRONT OF THE WHITE SIDES ELEMENTARY SCHOOL, 1.8 METERS
 CJ0642'(6.1 FEET) WEST-SOUTHWEST OF THE FLAG POLE, 20.4 METERS (67.0 FEET)
 CJ0642'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE WEST ENTRANCE ROAD,
 CJ0642'29.9 METERS (98.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CJ0642'THE EAST ENTRANCE ROAD, 37.0 METERS (121.6 FEET) SOUTH-SOUTHEAST OF
 CJ0642'THE APPROXIMATE CENTER OF THE TWO MAIN ENTRANCE DOORS TO THE SCHOOL,
 CJ0642'22.9 METERS (75.4 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF RIFLE
 CJ0642'RANGE ROAD.
 CJ0642'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 CJ0642
 CJ0642                          STATION RECOVERY (1991)
 CJ0642
 CJ0642'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0642'RECOVERED IN GOOD CONDITION.
 CJ0642
 CJ0642                          STATION RECOVERY (1997)
 CJ0642
 CJ0642'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0643 ***********************************************************************
 CJ0643  DESIGNATION -  10 287
 CJ0643  PID         -  CJ0643
 CJ0643  STATE/COUNTY-  SC/CHARLESTON
 CJ0643  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0643
 CJ0643                         *CURRENT SURVEY CONTROL
 CJ0643  ___________________________________________________________________
 CJ0643* NAD 83(1986)-  32 48 20.     (N)    079 50 28.     (W)     SCALED    
 CJ0643* NAVD 88     -         3.168  (meters)      10.39   (feet)  ADJUSTED  
 CJ0643  ___________________________________________________________________
 CJ0643  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 CJ0643  DYNAMIC HT  -           3.165 (meters)      10.38  (feet)  COMP
 CJ0643  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CJ0643
 CJ0643  VERT ORDER  -  FIRST     CLASS II
 CJ0643
 CJ0643.The horizontal coordinates were scaled from a topographic map and have
 CJ0643.an estimated accuracy of +/- 6 seconds.
 CJ0643
 CJ0643.The orthometric height was determined by differential leveling
 CJ0643.and adjusted by the National Geodetic Survey in June 1991..
 CJ0643
 CJ0643.The geoid height was determined by GEOID03.
 CJ0643
 CJ0643.The dynamic height is computed by dividing the NAVD 88
 CJ0643.geopotential number by the normal gravity value computed on the
 CJ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0643.degrees latitude (g = 980.6199 gals.).
 CJ0643
 CJ0643.The modeled gravity was interpolated from observed gravity values.
 CJ0643
 CJ0643;                    North         East    Units  Estimated Accuracy
 CJ0643;SPC SC       -   108,430.      718,130.      MT  (+/- 180 meters Scaled)
 CJ0643
 CJ0643                          SUPERSEDED SURVEY CONTROL
 CJ0643
 CJ0643  NGVD 29 (03/21/89)    3.470  (m)           11.38   (f) ADJUSTED    1 2
 CJ0643
 CJ0643.Superseded values are not recommended for survey control.
 CJ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0643.See file dsdata.txt to determine how the superseded data were derived.
 CJ0643
 CJ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS084303(NAD 83)
 CJ0643_MARKER: DB = BENCH MARK DISK
 CJ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0643_SP_SET: CONCRETE POST
 CJ0643_STAMPING: VERT 10 287 1984
 CJ0643_MARK LOGO: SCGS  
 CJ0643_PROJECTION: FLUSH
 CJ0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0643
 CJ0643  HISTORY     - Date     Condition        Report By
 CJ0643  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0643  HISTORY     - 19910410 GOOD             USPSQD
 CJ0643  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CJ0643
 CJ0643                          STATION DESCRIPTION
 CJ0643
 CJ0643'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0643'2.9 KM (1.8 MI) NE FROM MOUNT PLEASANT.
 CJ0643'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG COUNTY ROAD S-10-216
 CJ0643'(FAIRMONT AVENUE) FROM THE POST OFFICE IN MOUNT PLEASANT, THENCE 1.0
 CJ0643'KILOMETER (0.6 MILE) NORTHEAST ALONG MCCANTS DRIVE, CONTINUE AHEAD FOR
 CJ0643'2.0 KILOMETERS (1.25 MILES) NORTHEAST ALONG RIFLE RANGE ROAD, SET IN A
 CJ0643'MEDIAN AT THE INTERSECTION OF BRECON ROAD (ENTRANCE TO THE CASSINA
 CJ0643'PLANTATION), 16.2 METERS (53.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE
 CJ0643'OF RIFLE RANGE ROAD, 7.3 METERS (24.0 FEET) EAST-NORTHEAST OF THE
 CJ0643'APPROXIMATE CENTER OF THE ENTRANCE ROAD TO THE PLANTATION, 8.5 METERS
 CJ0643'(28.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE EXIT ROAD
 CJ0643'TO THE PLANTATION, 15.7 METERS (51.7 FEET) NORTH-NORTHWEST OF POWER
 CJ0643'POLE NUMBER 237087.
 CJ0643'THE MARK IS 0.3 M BELOW BRECON ROAD.
 CJ0643
 CJ0643                          STATION RECOVERY (1991)
 CJ0643
 CJ0643'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0643'RECOVERED IN GOOD CONDITION.
 CJ0643
 CJ0643                          STATION RECOVERY (1997)
 CJ0643
 CJ0643'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0644 ***********************************************************************
 CJ0644  DESIGNATION -  10 288
 CJ0644  PID         -  CJ0644
 CJ0644  STATE/COUNTY-  SC/CHARLESTON
 CJ0644  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0644
 CJ0644                         *CURRENT SURVEY CONTROL
 CJ0644  ___________________________________________________________________
 CJ0644* NAD 83(1986)-  32 48 47.     (N)    079 49 49.     (W)     SCALED    
 CJ0644* NAVD 88     -         3.643  (meters)      11.95   (feet)  ADJUSTED  
 CJ0644  ___________________________________________________________________
 CJ0644  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 CJ0644  DYNAMIC HT  -           3.639 (meters)      11.94  (feet)  COMP
 CJ0644  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CJ0644
 CJ0644  VERT ORDER  -  FIRST     CLASS II
 CJ0644
 CJ0644.The horizontal coordinates were scaled from a topographic map and have
 CJ0644.an estimated accuracy of +/- 6 seconds.
 CJ0644
 CJ0644.The orthometric height was determined by differential leveling
 CJ0644.and adjusted by the National Geodetic Survey in June 1991..
 CJ0644
 CJ0644.The geoid height was determined by GEOID03.
 CJ0644
 CJ0644.The dynamic height is computed by dividing the NAVD 88
 CJ0644.geopotential number by the normal gravity value computed on the
 CJ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0644.degrees latitude (g = 980.6199 gals.).
 CJ0644
 CJ0644.The modeled gravity was interpolated from observed gravity values.
 CJ0644
 CJ0644;                    North         East    Units  Estimated Accuracy
 CJ0644;SPC SC       -   109,270.      719,130.      MT  (+/- 180 meters Scaled)
 CJ0644
 CJ0644                          SUPERSEDED SURVEY CONTROL
 CJ0644
 CJ0644  NGVD 29 (03/21/89)    3.944  (m)           12.94   (f) ADJUSTED    1 2
 CJ0644
 CJ0644.Superseded values are not recommended for survey control.
 CJ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0644.See file dsdata.txt to determine how the superseded data were derived.
 CJ0644
 CJ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS095311(NAD 83)
 CJ0644_MARKER: DB = BENCH MARK DISK
 CJ0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0644_SP_SET: CONCRETE POST
 CJ0644_STAMPING: VERT 10 288 1984
 CJ0644_MARK LOGO: SCGS  
 CJ0644_PROJECTION: FLUSH
 CJ0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0644
 CJ0644  HISTORY     - Date     Condition        Report By
 CJ0644  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0644  HISTORY     - 19910410 GOOD             USPSQD
 CJ0644  HISTORY     - 19960316 GOOD             USPSQD
 CJ0644  HISTORY     - 19970621 GOOD             USPSQD
 CJ0644
 CJ0644                          STATION DESCRIPTION
 CJ0644
 CJ0644'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0644'4.25 KM (2.65 MI) NE FROM MOUNT PLEASANT.
 CJ0644'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG COUNTY ROAD S-10-216
 CJ0644'(FAIRMONT AVENUE) FROM THE POST OFFICE IN MOUNT PLEASANT, THENCE 1.0
 CJ0644'KILOMETER (0.6 MILE) NORTHEAST ALONG MCCANTS DRIVE, CONTINUE AHEAD FOR
 CJ0644'3.3 KILOMETERS (2.05 MILES) NORTHEAST ALONG RIFLE RANGE ROAD, SET NEAR
 CJ0644'THE NORTHWEST POST HOLDING A SIGN FOR THE SEASIDE FARMS AND IN THE
 CJ0644'EAST ANGLE OF THE INTERSECTION OF THE ENTRANCE ROAD TO SEASIDE FARMS
 CJ0644'AND VENNING ROAD, 10.7 METERS (35.0 FEET) SOUTH-SOUTHEAST OF THE
 CJ0644'CENTERLINE OF RIFLE RANGE ROAD, 12.8 METERS (42.0 FEET) EAST-NORTHEAST
 CJ0644'OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD TO SEASIDE FARMS,
 CJ0644'14.0 METERS (46.0 FEET) EAST OF THE APPROXIMATE CROSSING OF THE
 CJ0644'CENTERLINES OF RIFLE RANGE ROAD AND VENNING ROAD, 7.6 METERS (25.0
 CJ0644'FEET) NORTH-NORTHWEST OF A 10-INCH PALMETTO TREE, 1.2 METERS (4.0
 CJ0644'FEET) NORTHEAST OF THE NORTHWEST POST FOR THE SIGN.
 CJ0644'THE MARK IS ABOVE LEVEL WITH RIFLE RANGE ROAD.
 CJ0644
 CJ0644                          STATION RECOVERY (1991)
 CJ0644
 CJ0644'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0644'RECOVERED IN GOOD CONDITION.
 CJ0644
 CJ0644                          STATION RECOVERY (1996)
 CJ0644
 CJ0644'RECOVERY NOTE BY US POWER SQUADRON 1996
 CJ0644'RECOVERED IN GOOD CONDITION.
 CJ0644
 CJ0644                          STATION RECOVERY (1997)
 CJ0644
 CJ0644'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0645 ***********************************************************************
 CJ0645  DESIGNATION -  10 289
 CJ0645  PID         -  CJ0645
 CJ0645  STATE/COUNTY-  SC/CHARLESTON
 CJ0645  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0645
 CJ0645                         *CURRENT SURVEY CONTROL
 CJ0645  ___________________________________________________________________
 CJ0645* NAD 83(1986)-  32 49 19.     (N)    079 49 20.     (W)     SCALED    
 CJ0645* NAVD 88     -         3.994  (meters)      13.10   (feet)  ADJUSTED  
 CJ0645  ___________________________________________________________________
 CJ0645  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 CJ0645  DYNAMIC HT  -           3.990 (meters)      13.09  (feet)  COMP
 CJ0645  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 CJ0645
 CJ0645  VERT ORDER  -  FIRST     CLASS II
 CJ0645
 CJ0645.The horizontal coordinates were scaled from a topographic map and have
 CJ0645.an estimated accuracy of +/- 6 seconds.
 CJ0645
 CJ0645.The orthometric height was determined by differential leveling
 CJ0645.and adjusted by the National Geodetic Survey in June 1991..
 CJ0645
 CJ0645.The geoid height was determined by GEOID03.
 CJ0645
 CJ0645.The dynamic height is computed by dividing the NAVD 88
 CJ0645.geopotential number by the normal gravity value computed on the
 CJ0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0645.degrees latitude (g = 980.6199 gals.).
 CJ0645
 CJ0645.The modeled gravity was interpolated from observed gravity values.
 CJ0645
 CJ0645;                    North         East    Units  Estimated Accuracy
 CJ0645;SPC SC       -   110,270.      719,870.      MT  (+/- 180 meters Scaled)
 CJ0645
 CJ0645                          SUPERSEDED SURVEY CONTROL
 CJ0645
 CJ0645  NGVD 29 (03/21/89)    4.295  (m)           14.09   (f) ADJUSTED    1 2
 CJ0645
 CJ0645.Superseded values are not recommended for survey control.
 CJ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0645.See file dsdata.txt to determine how the superseded data were derived.
 CJ0645
 CJ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS102321(NAD 83)
 CJ0645_MARKER: DB = BENCH MARK DISK
 CJ0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0645_SP_SET: CONCRETE POST
 CJ0645_STAMPING: VERT 10 289 1984
 CJ0645_MARK LOGO: SCGS  
 CJ0645_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0645
 CJ0645  HISTORY     - Date     Condition        Report By
 CJ0645  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0645  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0645  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 CJ0645  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CJ0645
 CJ0645                          STATION DESCRIPTION
 CJ0645
 CJ0645'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0645'5.5 KM (3.4 MI) NE FROM MOUNT PLEASANT.
 CJ0645'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG COUNTY ROAD S-10-216
 CJ0645'(FAIRMONT AVENUE) FROM THE POST OFFICE IN MOUNT PLEASANT, THENCE 1.0
 CJ0645'KILOMETER (0.6 MILE) NORTHEAST ALONG MCCANTS DRIVE, CONTINUE AHEAD FOR
 CJ0645'4.5 KILOMETER (2.8 MILES) NORTHEAST ALONG RIFLE RANGE ROAD, SET NEAR
 CJ0645'THE SOUTHEAST CORNER OF A CHAIN LINK FENCE THAT SURROUNDS AN ABANDONED
 CJ0645'ELECTRICAL SUBSTATION, 9.4 METERS (31.0 FEET) WEST-NORTHWEST OF THE
 CJ0645'CENTERLINE OF RIFLE RANGE ROAD, 11.4 METERS (37.5 FEET) WEST-SOUTHWEST
 CJ0645'OF A POWER POLE, 17.8 METERS (58.7 FEET) EAST-SOUTHEAST OF THE
 CJ0645'NORTHEAST CORNER OF THE CHAIN LINK FENCE, 0.6 METER (2.0 FEET)
 CJ0645'NORTHEAST OF THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE.
 CJ0645'THE MARK IS 0.50 METERS  SE FROM A WITNESS POST.
 CJ0645'THE MARK IS ABOVE LEVEL WITH RIFLE RANGE ROAD.
 CJ0645
 CJ0645                          STATION RECOVERY (1991)
 CJ0645
 CJ0645'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0645'MARK NOT FOUND.
 CJ0645
 CJ0645                          STATION RECOVERY (1996)
 CJ0645
 CJ0645'RECOVERY NOTE BY US POWER SQUADRON 1996
 CJ0645'MARK NOT FOUND.
 CJ0645
 CJ0645                          STATION RECOVERY (1997)
 CJ0645
 CJ0645'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0646 ***********************************************************************
 CJ0646  DESIGNATION -  10 290
 CJ0646  PID         -  CJ0646
 CJ0646  STATE/COUNTY-  SC/CHARLESTON
 CJ0646  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0646
 CJ0646                         *CURRENT SURVEY CONTROL
 CJ0646  ___________________________________________________________________
 CJ0646* NAD 83(1986)-  32 49 58.     (N)    079 48 31.     (W)     SCALED    
 CJ0646* NAVD 88     -         4.873  (meters)      15.99   (feet)  ADJUSTED  
 CJ0646  ___________________________________________________________________
 CJ0646  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 CJ0646  DYNAMIC HT  -           4.868 (meters)      15.97  (feet)  COMP
 CJ0646  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 CJ0646
 CJ0646  VERT ORDER  -  FIRST     CLASS II
 CJ0646
 CJ0646.The horizontal coordinates were scaled from a topographic map and have
 CJ0646.an estimated accuracy of +/- 6 seconds.
 CJ0646
 CJ0646.The orthometric height was determined by differential leveling
 CJ0646.and adjusted by the National Geodetic Survey in June 1991..
 CJ0646
 CJ0646.The geoid height was determined by GEOID03.
 CJ0646
 CJ0646.The dynamic height is computed by dividing the NAVD 88
 CJ0646.geopotential number by the normal gravity value computed on the
 CJ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0646.degrees latitude (g = 980.6199 gals.).
 CJ0646
 CJ0646.The modeled gravity was interpolated from observed gravity values.
 CJ0646
 CJ0646;                    North         East    Units  Estimated Accuracy
 CJ0646;SPC SC       -   111,480.      721,140.      MT  (+/- 180 meters Scaled)
 CJ0646
 CJ0646                          SUPERSEDED SURVEY CONTROL
 CJ0646
 CJ0646  NGVD 29 (03/21/89)    5.173  (m)           16.97   (f) ADJUSTED    1 2
 CJ0646
 CJ0646.Superseded values are not recommended for survey control.
 CJ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0646.See file dsdata.txt to determine how the superseded data were derived.
 CJ0646
 CJ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS115333(NAD 83)
 CJ0646_MARKER: DB = BENCH MARK DISK
 CJ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0646_SP_SET: CONCRETE POST
 CJ0646_STAMPING: VERT 10 290 1984
 CJ0646_MARK LOGO: SCGS  
 CJ0646_PROJECTION: FLUSH
 CJ0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0646
 CJ0646  HISTORY     - Date     Condition        Report By
 CJ0646  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0646  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 CJ0646  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CJ0646
 CJ0646                          STATION DESCRIPTION
 CJ0646
 CJ0646'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0646'7.2 KM (4.5 MI) NE FROM MOUNT PLEASANT.
 CJ0646'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG COUNTY ROAD S-10-216
 CJ0646'(FAIRMONT AVENUE) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 1.0
 CJ0646'KILOMETER (0.6 MILE) NORTHEAST ALONG MCCANTS DRIVE, CONTINUE AHEAD FOR
 CJ0646'6.3 KILOMETERS (3.9 MILES) NORTHEAST ALONG RIFLE RANGE ROAD, SET NEAR
 CJ0646'A POWER POLE IN THE NORTHWEST ANGLE OF THE INTERSECTION OF SIX MILE
 CJ0646'ROAD, 26.2 METERS (86.2 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF
 CJ0646'RIFLE RANGE ROAD, 21.9 METERS (72.0 FEET) WEST-SOUTHWEST OF THE
 CJ0646'CENTERLINE OF SIX MILE ROAD, 22.7 METERS (74.5 FEET) EAST-SOUTHEAST OF
 CJ0646'THE SOUTHEAST CORNER OF A SMALL ONE-STORY HOUSE, 1.0 METER (3.3 FEET)
 CJ0646'EAST-NORTHEAST OF THE POWER POLE.
 CJ0646'THE MARK IS 0.30 M ABOVE ROAD.
 CJ0646
 CJ0646                          STATION RECOVERY (1996)
 CJ0646
 CJ0646'RECOVERY NOTE BY US POWER SQUADRON 1996
 CJ0646'MARK NOT FOUND.
 CJ0646
 CJ0646                          STATION RECOVERY (1997)
 CJ0646
 CJ0646'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0647 ***********************************************************************
 CJ0647  DESIGNATION -  10 291
 CJ0647  PID         -  CJ0647
 CJ0647  STATE/COUNTY-  SC/CHARLESTON
 CJ0647  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0647
 CJ0647                         *CURRENT SURVEY CONTROL
 CJ0647  ___________________________________________________________________
 CJ0647* NAD 83(1986)-  32 50 48.     (N)    079 47 35.     (W)     SCALED    
 CJ0647* NAVD 88     -         4.316  (meters)      14.16   (feet)  ADJUSTED  
 CJ0647  ___________________________________________________________________
 CJ0647  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 CJ0647  DYNAMIC HT  -           4.311 (meters)      14.14  (feet)  COMP
 CJ0647  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CJ0647
 CJ0647  VERT ORDER  -  FIRST     CLASS II
 CJ0647
 CJ0647.The horizontal coordinates were scaled from a topographic map and have
 CJ0647.an estimated accuracy of +/- 6 seconds.
 CJ0647
 CJ0647.The orthometric height was determined by differential leveling
 CJ0647.and adjusted by the National Geodetic Survey in June 1991..
 CJ0647
 CJ0647.The geoid height was determined by GEOID03.
 CJ0647
 CJ0647.The dynamic height is computed by dividing the NAVD 88
 CJ0647.geopotential number by the normal gravity value computed on the
 CJ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0647.degrees latitude (g = 980.6199 gals.).
 CJ0647
 CJ0647.The modeled gravity was interpolated from observed gravity values.
 CJ0647
 CJ0647;                    North         East    Units  Estimated Accuracy
 CJ0647;SPC SC       -   113,040.      722,570.      MT  (+/- 180 meters Scaled)
 CJ0647
 CJ0647                          SUPERSEDED SURVEY CONTROL
 CJ0647
 CJ0647  NGVD 29 (03/21/89)    4.615  (m)           15.14   (f) ADJUSTED    1 2
 CJ0647
 CJ0647.Superseded values are not recommended for survey control.
 CJ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0647.See file dsdata.txt to determine how the superseded data were derived.
 CJ0647
 CJ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS129349(NAD 83)
 CJ0647_MARKER: DD = SURVEY DISK
 CJ0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0647_SP_SET: CONCRETE POST
 CJ0647_STAMPING: VERT 10 291 1984
 CJ0647_MARK LOGO: SCGS  
 CJ0647_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0647+STABILITY: SURFACE MOTION
 CJ0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0647+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0647
 CJ0647  HISTORY     - Date     Condition        Report By
 CJ0647  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0647  HISTORY     - 19910604 GOOD             USPSQD
 CJ0647  HISTORY     - 19920817 GOOD             NGS
 CJ0647
 CJ0647                          STATION DESCRIPTION
 CJ0647
 CJ0647'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0647'9.5 KM (5.9 MI) NE FROM MOUNT PLEASANT.
 CJ0647'THE MARK IS 0.60 M ABOVE RIFLE RANGE ROAD.
 CJ0647'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG COUNTY ROAD S-10-216
 CJ0647'(FAIRMONT AVENUE) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 1.0
 CJ0647'KILOMETER (0.6 MILE) NORTHEAST ALONG MCCANTS DRIVE, CONTINUE AHEAD FOR
 CJ0647'8.5 KILOMETERS (5.3 MILES) NORTHEAST ALONG RIFLE RANGE ROAD, SET NEAR
 CJ0647'A POWER POLE AND A TELEPHONE JUNCTION BOX IN THE SOUTHEAST ANGLE OF
 CJ0647'THE INTERSECTION OF COUNTY ROAD S-10-504, 13.9 METERS (45.6 FEET)
 CJ0647'SOUTH-SOUTHEAST OF THE CENTERLINE OF RIFLE RANGE ROAD, 14.5 METERS
 CJ0647'(47.5 FEET) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-10-504,
 CJ0647'1.2 METERS (4.0 FEET) SOUTHWEST OF THE POWER POLE, 3.4 METERS (11.0
 CJ0647'FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE TELEPHONE
 CJ0647'JUNCTION BOX.
 CJ0647'THE MARK IS 0.50 METERS  NNW FROM A WITNESS POST.
 CJ0647
 CJ0647                          STATION RECOVERY (1991)
 CJ0647
 CJ0647'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0647'RECOVERED IN GOOD CONDITION.
 CJ0647
 CJ0647                          STATION RECOVERY (1992)
 CJ0647
 CJ0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0647'7.7 KM (4.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0647'OFFICE IN MOUNT PLEASANT, THENCE 1.1 KM (0.70 MI) SOUTHEASTERLY ALONG
 CJ0647'HAMLIN ROAD, 14.3 M (46.9 FT) NORTHEAST OF AND LEVEL WITH THE ROAD
 CJ0647'CENTERLINE, 14.2 M (46.6 FT) SOUTHEAST OF THE CENTERLINE OF RIFLE
 CJ0647'RANGE ROAD, 1.0 M (3.3 FT) SOUTHWEST OF A UTILITY POLE WITH A
 CJ0647'TRANSFORMER, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, AND THE
 CJ0647'MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0648 ***********************************************************************
 CJ0648  DESIGNATION -  10 292
 CJ0648  PID         -  CJ0648
 CJ0648  STATE/COUNTY-  SC/CHARLESTON
 CJ0648  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0648
 CJ0648                         *CURRENT SURVEY CONTROL
 CJ0648  ___________________________________________________________________
 CJ0648* NAD 83(1986)-  32 51 21.     (N)    079 46 49.     (W)     SCALED    
 CJ0648* NAVD 88     -         2.274  (meters)       7.46   (feet)  ADJUSTED  
 CJ0648  ___________________________________________________________________
 CJ0648  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 CJ0648  DYNAMIC HT  -           2.271 (meters)       7.45  (feet)  COMP
 CJ0648  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 CJ0648
 CJ0648  VERT ORDER  -  FIRST     CLASS II
 CJ0648
 CJ0648.The horizontal coordinates were scaled from a topographic map and have
 CJ0648.an estimated accuracy of +/- 6 seconds.
 CJ0648
 CJ0648.The orthometric height was determined by differential leveling
 CJ0648.and adjusted by the National Geodetic Survey in June 1991..
 CJ0648
 CJ0648.The geoid height was determined by GEOID03.
 CJ0648
 CJ0648.The dynamic height is computed by dividing the NAVD 88
 CJ0648.geopotential number by the normal gravity value computed on the
 CJ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0648.degrees latitude (g = 980.6199 gals.).
 CJ0648
 CJ0648.The modeled gravity was interpolated from observed gravity values.
 CJ0648
 CJ0648;                    North         East    Units  Estimated Accuracy
 CJ0648;SPC SC       -   114,070.      723,760.      MT  (+/- 180 meters Scaled)
 CJ0648
 CJ0648                          SUPERSEDED SURVEY CONTROL
 CJ0648
 CJ0648  NGVD 29 (03/21/89)    2.572  (m)            8.44   (f) ADJUSTED    1 2
 CJ0648
 CJ0648.Superseded values are not recommended for survey control.
 CJ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0648.See file dsdata.txt to determine how the superseded data were derived.
 CJ0648
 CJ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS141359(NAD 83)
 CJ0648_MARKER: DB = BENCH MARK DISK
 CJ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0648_SP_SET: CONCRETE POST
 CJ0648_STAMPING: VERT 10 292 1984
 CJ0648_MARK LOGO: SCGS  
 CJ0648_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0648
 CJ0648  HISTORY     - Date     Condition        Report By
 CJ0648  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0648  HISTORY     - 19910604 GOOD             USPSQD
 CJ0648  HISTORY     - 19970620 GOOD             USPSQD
 CJ0648
 CJ0648                          STATION DESCRIPTION
 CJ0648
 CJ0648'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0648'11.3 KM (7.0 MI) NE FROM MOUNT PLEASANT.
 CJ0648'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG COUNTY ROAD S-10-216
 CJ0648'(FAIRMONT AVENUE) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 1.0
 CJ0648'KILOMETER (0.6 MILE) NORTHEAST ALONG MCCANTS DRIVE, CONTINUE AHEAD FOR
 CJ0648'10.3 KILOMETERS (6.4 MILES) NORTHEAST ALONG RIFLE RANGE ROAD, SET NEAR
 CJ0648'THE EAST CORNER OF A WOODEN FENCE THAT SURROUNDS A TWO-STORY LOG
 CJ0648'CABIN, 31.9 METERS (104.5 FEET) EAST-NORTHEAST OF THE EAST CORNER OF
 CJ0648'THE LOG CABIN, 11.6 METERS (38.0 FEET) SOUTH-SOUTHWEST OF THE
 CJ0648'CENTERLINE OF RIFLE RANGE ROAD, 3.8 METERS (12.5 FEET) NORTH-NORTHEAST
 CJ0648'OF THE EAST CORNER OF THE FENCE, 12.7 METERS (41.8 FEET) SOUTHEAST OF
 CJ0648'THE APPROXIMATE CENTER OF THE DRIVEWAY LEADING TO THE CABIN,
 CJ0648'4.6 METERS (15.0 FEET) WEST OF POWER POLE NUMBER 7357.
 CJ0648'THE MARK IS ABOVE LEVEL WITH RIFLE RANGE ROAD.
 CJ0648
 CJ0648                          STATION RECOVERY (1991)
 CJ0648
 CJ0648'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0648'RECOVERED IN GOOD CONDITION.
 CJ0648
 CJ0648                          STATION RECOVERY (1997)
 CJ0648
 CJ0648'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3192 ***********************************************************************
 CK3192  DESIGNATION -  10 293
 CK3192  PID         -  CK3192
 CK3192  STATE/COUNTY-  SC/CHARLESTON
 CK3192  USGS QUAD   -  RAVENEL (1971)
 CK3192
 CK3192                         *CURRENT SURVEY CONTROL
 CK3192  ___________________________________________________________________
 CK3192* NAD 83(2001)-  32 46 53.94276(N)    080 11 39.73843(W)     ADJUSTED  
 CK3192* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 CK3192  ___________________________________________________________________
 CK3192  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CK3192  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 CK3192
 CK3192  HORZ ORDER  -  SECOND
 CK3192
 CK3192.The horizontal coordinates were established by classical geodetic methods
 CK3192.and adjusted by the National Geodetic Survey in March 2004..
 CK3192
 CK3192.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK3192
 CK3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3192
 CK3192.The geoid height was determined by GEOID03.
 CK3192
 CK3192;                    North         East     Units Scale Factor Converg.
 CK3192;SPC SC       -   105,464.054   685,066.093   MT  0.99991269   +0 26 47.9
 CK3192;SPC SC       -   346,010.68  2,247,592.17   iFT  0.99991269   +0 26 47.9
 CK3192;UTM  17      - 3,627,368.345   575,444.294   MT  0.99967018   +0 26 10.4
 CK3192
 CK3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3192!SPC SC       -   1.00000433  x   0.99991269  =   0.99991702
 CK3192!UTM  17      -   1.00000433  x   0.99967018  =   0.99967451
 CK3192
 CK3192:                Primary Azimuth Mark                     Grid Az
 CK3192:SPC SC       -  10 293 AZ MK                             098 12 13.7
 CK3192:UTM  17      -  10 293 AZ MK                             098 12 51.2
 CK3192
 CK3192|---------------------------------------------------------------------|
 CK3192| PID    Reference Object                     Distance      Geod. Az  |
 CK3192|                                                           dddmmss.s |
 CK3192| CK3193 10 293 AZ MK                        APPROX. 0.5 KM 0983901.6 |
 CK3192| CK2429 10 188                              175.670 METERS 27452     |
 CK3192|---------------------------------------------------------------------|
 CK3192
 CK3192                          SUPERSEDED SURVEY CONTROL
 CK3192
 CK3192  NAD 83(1986)-  32 46 53.95027(N)    080 11 39.74191(W) AD(       ) 2
 CK3192  NGVD 29 (12/15/87)    5.3    (m)           17.     (f) VERT ANG       
 CK3192
 CK3192.Superseded values are not recommended for survey control.
 CK3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3192.See file dsdata.txt to determine how the superseded data were derived.
 CK3192
 CK3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7544427368(NAD 83)
 CK3192_MARKER: DH = HORIZONTAL CONTROL DISK
 CK3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3192_SP_SET: CONCRETE POST
 CK3192_STAMPING: HORZ 10 293 1984
 CK3192_MARK LOGO: SCGS  
 CK3192_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3192+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 CK3192
 CK3192  HISTORY     - Date     Condition        Report By
 CK3192  HISTORY     - 1984     MONUMENTED       SCGS
 CK3192  HISTORY     - 1984     GOOD             SCGS
 CK3192  HISTORY     - 19910624 GOOD             SCGS
 CK3192  HISTORY     - 20010331 GOOD             NGS
 CK3192  HISTORY     - 20011210 GOOD             NGS
 CK3192
 CK3192                          STATION DESCRIPTION
 CK3192
 CK3192'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK3192'THE STATION IS LOCATED ABOUT 6.7 KM (4.2 MI) NORTHEAST OF HOLLYWOOD,
 CK3192'4.8 KM (3.0 MI) EAST OF RAVENEL AND 4.0 KM (2.5 MI) WEST OF
 CK3192'RANTOWLES, ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 17.
 CK3192'OWNERSHIP--SC DEPT OF HIGHWAY AND PUBLIC TRANSP, FERRELL J
 CK3192'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK3192'SC 29210, PHONE 803-758-6434.
 CK3192'
 CK3192'TO REACH THE STATION FROM THE POST OFFICE IN RAVENEL, GO EASTERLY
 CK3192'ON U.S. HIGHWAY 17 FOR 4.6 KM (2.9 MI) TO BENCH MARK 10 188 SCGS ON
 CK3192'THE RIGHT.  CONTINUE AHEAD 0.2 KM (0.1 MI) TO THE STATION ON THE
 CK3192'RIGHT BY A POWER POLE AND WHERE THE POWER LINES CROSS THE HIGHWAY.
 CK3192'
 CK3192'THE STATION IS A STANDARD SCGS DISK
 CK3192'STAMPED---HORZ 10 293 1984---,
 CK3192'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK3192'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK3192'13.9 METERS (45.6 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 CK3192'OF THE NORTH BOUND LANE OF U.S. HIGHWAY 17,
 CK3192'2.44 METERS (8.0 FT) NORTHWEST FROM A METAL WITNESS POST,
 CK3192'1.95 METERS (6.4 FT) NORTH-NORTHEAST FROM THE FACE OF A FENCE LINE,
 CK3192'1.52 METERS (5.0 FT) SOUTH-SOUTHWEST FROM A DITCH AND
 CK3192'1.43 METERS (4.7 FT) EAST-SOUTHEAST FROM THE POWER POLE WITH THREE
 CK3192'GUY WIRES.
 CK3192'
 CK3192'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK3192'STAMPED---AZ MK 10 293 1984---,
 CK3192'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK3192'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK3192'13.7 METERS (45.0 FT) SOUTH FROM THE CENTER LINE OF THE NORTH BOUND
 CK3192'LANE OF U.S. HIGHWAY 17,
 CK3192'13.47 METERS (44.2 FT) WEST FROM A POWER POLE WITH A TRANSFORMER,
 CK3192'7.6 METERS (25.0 FT) EAST FROM THE APPROXIMATE CENTER OF A PAVED
 CK3192'DRIVE LEADING TO THE TRUCK WASH AND
 CK3192'1.68 METERS (5.5 FT) NORTH-NORTHWEST FROM A BRICK PILLAR
 CK3192'CONNECTING A BRICK FENCE.
 CK3192'TO REACH THE AZIMUTH FROM THE STATION,
 CK3192'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.6 KM (0.35 MI) ON HIGHWAY
 CK3192'17 TO THE AZIMUTH MARK AT THE ENTRANCE OF A TRUCK STOP RESTURANT
 CK3192'TRUCK WASH.
 CK3192'
 CK3192'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS ABOVE THE MARK.
 CK3192'
 CK3192'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK3192'
 CK3192'AN EDM TRAVERSE WAS MADE TO 10 293 SCGS AZ MK AND 10 188 SCGS.
 CK3192'
 CK3192'DESCRIBED BY MARK D. THACKRAH.
 CK3192
 CK3192                          STATION RECOVERY (1984)
 CK3192
 CK3192'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3192'RECOVERED IN GOOD CONDITION.
 CK3192
 CK3192                          STATION RECOVERY (1991)
 CK3192
 CK3192'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3192'STATION IS LOCATED 3.0 MILES (4.8 KM) EAST OF RAVENEL, 4.2 MILES
 CK3192'(6.8 KM) NORTHEAST OF HOLLYWOOD.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CK3192'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3192'803-737-1350.
 CK3192'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK3192'HIGHWAY 162 (5.5 MILES NORTHEAST OF RAVENEL), GO SOUTHWEST ON HIGHWAY
 CK3192'17 FOR 1.95 MILES (3.14 KM) TO THE BRIDGE OVER TEA FARM CREEK,
 CK3192'CONTINUE ON HIGHWAY 17 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE
 CK3192'LEFT NEAR A POWER POLE SUPPORTING POWER LINES CROSSING THE HIGHWAY ON
 CK3192'THE RIGHT OF WAY OF THE NORTHBOUND LANES OF THE HIGHWAY.
 CK3192'STATION IS A CONCRETE POST PROJECTING 1-INCH AND 0.5 FOOT (0.2 M)
 CK3192'BELOW HIGHWAY 17, 5.0 FEET (1.5 M) EAST SOUTHEAST OF THE POWER POLE,
 CK3192'45.4 FEET (13.8 M) SOUTH SOUTHWEST OF THE CENTER OF THE NORTHBOUND
 CK3192'LANES OF THE HIGHWAY, 6.8 FEET (2.1 M) NORTH NORTHEAST OF THE A
 CK3192'BARBED WIRE FENCE LINE, 8.0 FEET (2.4 M) NORTH NORTHWEST OF A WITNESS
 CK3192'POST.
 CK3192'RECOVERY T. HALL.
 CK3192
 CK3192                          STATION RECOVERY (2001)
 CK3192
 CK3192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK3192
 CK3192                          STATION RECOVERY (2001)
 CK3192
 CK3192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3193 ***********************************************************************
 CK3193  DESIGNATION -  10 293 AZ MK
 CK3193  PID         -  CK3193
 CK3193  STATE/COUNTY-  SC/CHARLESTON
 CK3193  USGS QUAD   -  RAVENEL (1971)
 CK3193
 CK3193                         *CURRENT SURVEY CONTROL
 CK3193  ___________________________________________________________________
 CK3193* NAD 83(2001)-  32 46 51.27893(N)    080 11 19.01476(W)     ADJUSTED  
 CK3193* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 CK3193  ___________________________________________________________________
 CK3193  X           -     914,675.252 (meters)                     COMP
 CK3193  Y           -  -5,289,138.736 (meters)                     COMP
 CK3193  Z           -   3,433,540.576 (meters)                     COMP
 CK3193  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CK3193  ELLIP HEIGHT-         -28.04  (meters)          (12/20/99) GPS OBS
 CK3193  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 CK3193
 CK3193  HORZ ORDER  -  SECOND
 CK3193  ELLP ORDER  -  FOURTH    CLASS I
 CK3193
 CK3193.The horizontal coordinates were established by classical geodetic methods
 CK3193.and adjusted by the National Geodetic Survey in March 2004..
 CK3193
 CK3193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK3193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK3193
 CK3193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3193
 CK3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3193
 CK3193.The ellipsoidal height was determined by GPS observations
 CK3193.and is referenced to NAD 83.
 CK3193
 CK3193.The geoid height was determined by GEOID03.
 CK3193
 CK3193;                    North         East     Units Scale Factor Converg.
 CK3193;SPC SC       -   105,386.221   685,605.965   MT  0.99991289   +0 26 59.4
 CK3193;SPC SC       -   345,755.32  2,249,363.40   iFT  0.99991289   +0 26 59.4
 CK3193;UTM  17      - 3,627,290.432   575,984.021   MT  0.99967119   +0 26 21.6
 CK3193
 CK3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3193!SPC SC       -   1.00000440  x   0.99991289  =   0.99991729
 CK3193!UTM  17      -   1.00000440  x   0.99967119  =   0.99967559
 CK3193
 CK3193                          SUPERSEDED SURVEY CONTROL
 CK3193
 CK3193  NAD 83(1995)-  32 46 51.27953(N)    080 11 19.01514(W) AD(       ) 2
 CK3193  NAD 83(1986)-  32 46 51.28634(N)    080 11 19.01820(W) AD(       ) 2
 CK3193  NAD 27      -  32 46 50.66584(N)    080 11 19.67551(W) AD(       ) 1
 CK3193  NGVD 29 (12/15/87)    4.9    (m)           16.     (f) VERT ANG       
 CK3193
 CK3193.Superseded values are not recommended for survey control.
 CK3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3193.See file dsdata.txt to determine how the superseded data were derived.
 CK3193
 CK3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7598427290(NAD 83)
 CK3193_MARKER: DH = HORIZONTAL CONTROL DISK
 CK3193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3193_SP_SET: CONCRETE POST
 CK3193_STAMPING: AZ MK 10 293 1984
 CK3193_MARK LOGO: SCGS  
 CK3193_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3193+STABILITY: SURFACE MOTION
 CK3193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3193+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 CK3193
 CK3193  HISTORY     - Date     Condition        Report By
 CK3193  HISTORY     - 1984     MONUMENTED       SCGS
 CK3193  HISTORY     - 1984     GOOD             SCGS
 CK3193  HISTORY     - 1985     GOOD             NGS
 CK3193  HISTORY     - 19870320 GOOD
 CK3193  HISTORY     - 19910520 GOOD             SCGS
 CK3193  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK3193  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK3193
 CK3193                          STATION DESCRIPTION
 CK3193
 CK3193'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK3193'THE STATION IS LOCATED ABOUT 6.7 KM (4.2 MI) NORTHEAST OF HOLLYWOOD,
 CK3193'4.8 KM (3.0 MI) EAST OF RAVENEL AND 4.0 KM (2.5 MI) WEST OF
 CK3193'RANTOWLES, ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 17.
 CK3193'OWNERSHIP--SC DEPT OF HIGHWAY AND PUBLIC TRANSP, FERRELL J
 CK3193'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK3193'SC 29210, PHONE 803-758-6434.
 CK3193'
 CK3193'TO REACH THE STATION FROM THE POST OFFICE IN RAVENEL, GO EASTERLY
 CK3193'ON U.S. HIGHWAY 17 FOR 4.6 KM (2.9 MI) TO BENCH MARK 10 188 SCGS ON
 CK3193'THE RIGHT.  CONTINUE AHEAD 0.2 KM (0.1 MI) TO STATION 10 293 SCGS
 CK3193'ON THE RIGHT BY A POWER POLE AND WHERE THE POWER LINES CROSS THE
 CK3193'HIGHWAY.  CONTINUE AHEAD 0.6 KM (0.35 MI) TO THE STATION ON THE
 CK3193'RIGHT AT THE ENTRANCE OF A TRUCK STOP RESTURANT AND A TRUCK WASH.
 CK3193'
 CK3193'THE STATION IS A STANDARD SCGS DISK
 CK3193'STAMPED---AZ MK 10 293 1984---,
 CK3193'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK3193'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK3193'13.7 METERS (45.0 FT) SOUTH FROM THE CENTER LINE OF THE NORTH
 CK3193'BOUND LANE OF U.S. HIGHWAY 17,
 CK3193'13.47 METERS (44.2 FT) WEST FROM A POWER POLE WITH A TRANSFORMER,
 CK3193'7.6 METERS (25.0 FT) EAST FROM THE APPROXIMATE CENTER OF A PAVED
 CK3193'DRIVE LEADING TO THE TRUCK WASH AND
 CK3193'1.68 METERS (5.5 FT) NORTH-NORTHWEST FROM A BRICK PILLAR CONNECTING
 CK3193'A BRICK FENCE.
 CK3193'
 CK3193'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS ABOVE THE MARK.
 CK3193'
 CK3193'AN EDM TRAVERSE WAS MADE TO 10 293 SCGS.
 CK3193'
 CK3193'DESCRIBED BY MARK D. THACKRAH.
 CK3193
 CK3193                          STATION RECOVERY (1984)
 CK3193
 CK3193'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3193'RECOVERED IN GOOD CONDITION.
 CK3193
 CK3193                          STATION RECOVERY (1985)
 CK3193
 CK3193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK3193'IT IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 17.  OWNERSHIP--SOUTH
 CK3193'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK3193'
 CK3193'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 162
 CK3193'AT RANTOWLES, GO WESTERLY ON HIGHWAY 17 FOR 3.12 KM (1.95 MI) TO A
 CK3193'BRIDGE OVER AN UNNAMED CREEK.  CONTINUE AHEAD FOR 0.73 KM (0.45 MI)
 CK3193'TO A CROSSOVER AT THE WEST ENTRANCE TO THE UNITED TRUCK STOP
 CK3193'PARKING AREA.  TURN LEFT, CROSSING OVER TO THE EASTBOUND LANE AND
 CK3193'THE STATION AT THE TRUCK STOP ENTRANCE.
 CK3193'
 CK3193'STATION MARK, A SOUTH CAROLINA GEODETIC SURVEY ALL-PURPOSE DISK
 CK3193'STAMPED---10 293 1984 AZ MK---, IS SET IN THE TOP OF A ROUND
 CK3193'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 13.8 METERS SOUTH OF
 CK3193'THE CENTER OF THE EASTBOUND LANES, 7.8 METERS EAST OF THE CENTER OF
 CK3193'THE ENTRANCE, 13.6 METERS WEST OF A UTILITY POLE WITH TRANSFORMER,
 CK3193'AND 1.7 METERS NORTH OF A BRICK PILLAR ON THE EAST SIDE OF THE
 CK3193'ENTRANCE.
 CK3193'
 CK3193'STATION WAS OCCUPIED BY GPS, AND IS A FAIR GPS STATION.  DESCRIBED
 CK3193'BY G.R. HEID, TYPED BY SCGS.
 CK3193
 CK3193                          STATION RECOVERY (1987)
 CK3193
 CK3193'RECOVERED 1987
 CK3193'RECOVERED IN GOOD CONDITION.
 CK3193
 CK3193                          STATION RECOVERY (1991)
 CK3193
 CK3193'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3193'STATION IS LOCATED 3.2 MILES (5.1 KM) EAST NORTHEAST OF RAVENEL.
 CK3193'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK3193'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3193'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK3193'HIGHWAY 162 (5.5 MILES EAST NORTHEAST OF RAVENEL), GO SOUTHWEST ON
 CK3193'HIGHWAY 17 FOR 1.95 MILES (3.14 KM) TO THE BRIDGE OVER TEA FARM
 CK3193'CREEK, CONTINUE ON HIGHWAY 17 FOR 0.45 MILE (0.72 KM) TO A CROSSOVER
 CK3193'ROAD LEFT (WESTERN MOST ENTRANCE TO WEBBS SEAFOOD RESTAURANT), TURN
 CK3193'LEFT TO THE STATION IN THE SOUTHEAST ANGLE OF THE ENTRANCE DRIVEWAY
 CK3193'AND THE NORTHBOUND LANES OF HIGHWAY 17.
 CK3193'STATION IS A CONCRETE POST RECESSED 1-INCH AND 0.5 FOOT (0.2 M) BELOW
 CK3193'THE HIGHWAY, 25.6 FEET (7.8 M) EAST OF THE CENTER OF THE ENTRANCE,
 CK3193'43.6 FEET (13.3 M) WEST OF A POWER POLE WITH TWO GUY WIRES,
 CK3193'TRANSFORMER AND A SECURITY LIGHT, 44.8 FEET (13.7 M) SOUTH OF THE
 CK3193'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 14.0 FEET (4.3 M)
 CK3193'SOUTHEAST OF THE EAST END OF A 12-INCH CONCRETE PIPE CULVERT BENEATH
 CK3193'THE ENTRANCE DRIVEWAY.
 CK3193'RECOVERED BY T. HALL.
 CK3193
 CK3193                          STATION RECOVERY (2001)
 CK3193
 CK3193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK3193
 CK3193                          STATION RECOVERY (2001)
 CK3193
 CK3193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0564 ***********************************************************************
 CJ0564  DESIGNATION -  10 293 X
 CJ0564  PID         -  CJ0564
 CJ0564  STATE/COUNTY-  SC/CHARLESTON
 CJ0564  USGS QUAD   -  CHARLESTON (1983)
 CJ0564
 CJ0564                         *CURRENT SURVEY CONTROL
 CJ0564  ___________________________________________________________________
 CJ0564* NAD 83(1986)-  32 48 36.     (N)    079 53 23.     (W)     SCALED    
 CJ0564* NAVD 88     -         8.311  (meters)      27.27   (feet)  ADJUSTED  
 CJ0564  ___________________________________________________________________
 CJ0564  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 CJ0564  DYNAMIC HT  -           8.301 (meters)      27.23  (feet)  COMP
 CJ0564  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CJ0564
 CJ0564  VERT ORDER  -  FIRST     CLASS II
 CJ0564
 CJ0564.The horizontal coordinates were scaled from a topographic map and have
 CJ0564.an estimated accuracy of +/- 6 seconds.
 CJ0564
 CJ0564.The orthometric height was determined by differential leveling
 CJ0564.and adjusted by the National Geodetic Survey in June 1991..
 CJ0564
 CJ0564.The geoid height was determined by GEOID03.
 CJ0564
 CJ0564.The dynamic height is computed by dividing the NAVD 88
 CJ0564.geopotential number by the normal gravity value computed on the
 CJ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0564.degrees latitude (g = 980.6199 gals.).
 CJ0564
 CJ0564.The modeled gravity was interpolated from observed gravity values.
 CJ0564
 CJ0564;                    North         East    Units  Estimated Accuracy
 CJ0564;SPC SC       -   108,870.      713,570.      MT  (+/- 180 meters Scaled)
 CJ0564
 CJ0564                          SUPERSEDED SURVEY CONTROL
 CJ0564
 CJ0564  NGVD 29 (03/21/89)    8.611  (m)           28.25   (f) ADJUSTED    1 2
 CJ0564
 CJ0564.Superseded values are not recommended for survey control.
 CJ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0564.See file dsdata.txt to determine how the superseded data were derived.
 CJ0564
 CJ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS039307(NAD 83)
 CJ0564_MARKER: DD = SURVEY DISK
 CJ0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0564_SP_SET: CONCRETE POST
 CJ0564_STAMPING: VERT 10 293 1984
 CJ0564_MARK LOGO: SCGS  
 CJ0564_PROJECTION: FLUSH
 CJ0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0564+STABILITY: SURFACE MOTION
 CJ0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0564+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0564
 CJ0564  HISTORY     - Date     Condition        Report By
 CJ0564  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0564  HISTORY     - 19910605 GOOD             USPSQD
 CJ0564  HISTORY     - 19920817 GOOD             NGS
 CJ0564
 CJ0564                          STATION DESCRIPTION
 CJ0564
 CJ0564'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0564'3.4 KM (2.1 MI) NW FROM MOUNT PLEASANT.
 CJ0564'THE MARK IS ABOVE LEVEL WITH AREA.
 CJ0564'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0564'(FAIRMONT AVENUE) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 2.2
 CJ0564'KILOMETERS (1.4 MILES) WESTERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE
 CJ0564'3.1 KILOMETERS (1.95 MILE) NORTHERLY ALONG COUNTY ROAD S-10-56, SET
 CJ0564'NEAR THE SOUTHEAST CORNER OF THE HOLY TRINITY A.M.E. CHURCH,
 CJ0564'28.4 METERS (93.2 FEET) NORTHWEST OF THE CENTERLINE OF COUNTY ROAD
 CJ0564'S-10-56, 2.8 METERS (9.4 FEET) WEST-NORTHWEST OF THE EAST FACE OF THE
 CJ0564'CHURCH, 0.8 METER (2.7 FEET) SOUTH-SOUTHWEST OF THE SOUTH FACE OF THE
 CJ0564'CHURCH, 4.1 METERS (13.6 FEET) NORTH-NORTHWEST OF POWER POLE NUMBER
 CJ0564'237719.
 CJ0564
 CJ0564                          STATION RECOVERY (1991)
 CJ0564
 CJ0564'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0564'RECOVERED IN GOOD CONDITION.
 CJ0564
 CJ0564                          STATION RECOVERY (1992)
 CJ0564
 CJ0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0564'2.8 KM (1.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0564'OFFICE IN MOUNT PLEASANT, THENCE 0.7 KM (0.45 MI) NORTHEASTERLY ALONG
 CJ0564'MATHIS FERRY ROAD, 28.0 M (91.9 FT) NORTHWEST OF THE ROAD CENTER, 4.1
 CJ0564'M (13.5 FT) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE TRINITY AME
 CJ0564'CHURCH, 2.5 M (8.2 FT) NORTHWEST OF UTILITY LIGHT POLE NUMBER 237719,
 CJ0564'0.9 M (3.0 FT) SOUTH OF THE SOUTH FACE OF THE CHURCH, 0.3 M (1.0 FT)
 CJ0564'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.02 M
 CJ0564'(0.07 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3194 ***********************************************************************
 CK3194  DESIGNATION -  10 294
 CK3194  PID         -  CK3194
 CK3194  STATE/COUNTY-  SC/CHARLESTON
 CK3194  USGS QUAD   -  OSBORN (1979)
 CK3194
 CK3194                         *CURRENT SURVEY CONTROL
 CK3194  ___________________________________________________________________
 CK3194* NAD 83(2001)-  32 46 11.39059(N)    080 16 50.28306(W)     ADJUSTED  
 CK3194* NAVD 88     -        13.6    (meters)      45.     (feet)  VERTCON   
 CK3194  ___________________________________________________________________
 CK3194  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 CK3194  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 CK3194
 CK3194  HORZ ORDER  -  SECOND
 CK3194
 CK3194.The horizontal coordinates were established by classical geodetic methods
 CK3194.and adjusted by the National Geodetic Survey in March 2004..
 CK3194
 CK3194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK3194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK3194
 CK3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3194
 CK3194.The geoid height was determined by GEOID03.
 CK3194
 CK3194;                    North         East     Units Scale Factor Converg.
 CK3194;SPC SC       -   104,093.731   676,994.845   MT  0.99991588   +0 23 55.7
 CK3194;SPC SC       -   341,514.87  2,221,111.70   iFT  0.99991588   +0 23 55.7
 CK3194;UTM  17      - 3,625,999.765   567,374.838   MT  0.99965597   +0 23 21.8
 CK3194
 CK3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3194!SPC SC       -   1.00000294  x   0.99991588  =   0.99991882
 CK3194!UTM  17      -   1.00000294  x   0.99965597  =   0.99965891
 CK3194
 CK3194:                Primary Azimuth Mark                     Grid Az
 CK3194:SPC SC       -  10 294 AZ MK                             072 35 07.2
 CK3194:UTM  17      -  10 294 AZ MK                             072 35 41.1
 CK3194
 CK3194|---------------------------------------------------------------------|
 CK3194| PID    Reference Object                     Distance      Geod. Az  |
 CK3194|                                                           dddmmss.s |
 CK3194| CK3195 10 294 AZ MK                        APPROX. 0.6 KM 0725902.9 |
 CK3194|---------------------------------------------------------------------|
 CK3194
 CK3194                          SUPERSEDED SURVEY CONTROL
 CK3194
 CK3194  NAD 83(1986)-  32 46 11.39983(N)    080 16 50.28752(W) AD(       ) 2
 CK3194  NGVD 29 (12/15/87)   13.9    (m)           46.     (f) VERT ANG       
 CK3194
 CK3194.Superseded values are not recommended for survey control.
 CK3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3194.See file dsdata.txt to determine how the superseded data were derived.
 CK3194
 CK3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6737526000(NAD 83)
 CK3194_MARKER: DH = HORIZONTAL CONTROL DISK
 CK3194_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CK3194+WITH SETTING: INFORMATION.
 CK3194_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK3194
 CK3194  HISTORY     - Date     Condition        Report By
 CK3194  HISTORY     - 1984     MONUMENTED       SCGS
 CK3194  HISTORY     - 20010331 GOOD             NGS
 CK3194  HISTORY     - 20011210 GOOD             NGS
 CK3194
 CK3194                          STATION DESCRIPTION
 CK3194
 CK3194'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK3194'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH OF WARREN
 CK3194'CROSSROADS,
 CK3194'5.9 KM (3.7 MI) NORTHWEST OF HOLLYWOOD AND 2.7 KM (1.7 MI) WEST OF
 CK3194'RAVENEL, ALONG THE ROAD RIGHT OF WAY OF U.S. HIGHWAY 17.
 CK3194'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK3194'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK3194'SC 29210, PHONE 803-758-6434.
 CK3194'
 CK3194'TO REACH THE STATION FROM THE RAVENEL POST OFFICE, GO SOUTHWEST
 CK3194'ALONG U.S. HIGHWAY 17 FOR 2.7 KM (1.7 MI) TO THE AZIMUTH MARK ON
 CK3194'THE RIGHT IN FRONT OF A ONE STORY CINDER BLOCK HOUSE.  CONTINUE
 CK3194'AHEAD FOR 0.6 KM (0.35 MI) TO THE STATION ON THE SOUTH SIDE OF THE
 CK3194'NORTHBOUND LANE OF HIGHWAY 17.
 CK3194'
 CK3194'THE STATION IS A STANDARD SCGS DISK
 CK3194'STAMPED---HORZ 10 294 1984---,
 CK3194'CRIMPED ONTO A METAL ROD DRIVEN INTO THE GROUND
 CK3194'SET FLUSH WITH GROUND
 CK3194'LOCATED
 CK3194'21.34 METERS (70.0 FT) EAST FROM A POWER LINE POLE,
 CK3194'17.07 METERS (56.0 FT) SOUTH FROM THE CENTER LINE OF THE NORTH
 CK3194'BOUND LANE OF HIGHWAY 17,
 CK3194'7.16 METERS (23.5 FT) NORTH-NORTHWEST FROM A BLAZED 12-INCH PINE
 CK3194'TREE,
 CK3194'0.76 METER (2.5 FT) NORTH FROM A METAL WITNESS POST AND
 CK3194'0.61 METER (2.0 FT) SOUTH FROM A OVER HEAD POWER LINE.
 CK3194'
 CK3194'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK3194'STAMPED---AZ MK 10 294 1984---,
 CK3194'CRIMPED ONTO A METAL ROD DRIVEN INTO THE GROUND
 CK3194'SET FLUSH WITH GROUND.  LOCATED
 CK3194'24.08 METERS (79.0 FT) SOUTHWEST FROM A 24-INCH LIVE OAK TREE,
 CK3194'20.73 METERS (68.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 CK3194'THE CINDER BLOCK HOUSE,
 CK3194'19.51 METERS (64.0 FT) EAST FROM THE APPROXIMATE CENTER OF A PAVED
 CK3194'DRIVE LEADING TO THE HOUSE AND
 CK3194'10.61 METERS (34.8 FT) NORTH FROM THE CENTER LINE OF U.S. HIGHWAY
 CK3194'17 SOUTHBOUND LANE.
 CK3194'
 CK3194'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 CK3194'
 CK3194'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK3194'
 CK3194'AN EDM TRAVERSE WAS MADE TO 10 293 SCGS AZ MK.
 CK3194'
 CK3194'DESCRIBED BY MARK D. THACKRAH.
 CK3194
 CK3194                          STATION RECOVERY (2001)
 CK3194
 CK3194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3194'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK3194
 CK3194                          STATION RECOVERY (2001)
 CK3194
 CK3194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3194'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3195 ***********************************************************************
 CK3195  DESIGNATION -  10 294 AZ MK
 CK3195  PID         -  CK3195
 CK3195  STATE/COUNTY-  SC/CHARLESTON
 CK3195  USGS QUAD   -  OSBORN (1979)
 CK3195
 CK3195                         *CURRENT SURVEY CONTROL
 CK3195  ___________________________________________________________________
 CK3195* NAD 83(2001)-  32 46 17.36451(N)    080 16 27.17531(W)     ADJUSTED  
 CK3195* NAVD 88     -        13.9    (meters)      46.     (feet)  VERTCON   
 CK3195  ___________________________________________________________________
 CK3195  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CK3195  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 CK3195
 CK3195  HORZ ORDER  -  SECOND
 CK3195
 CK3195.The horizontal coordinates were established by classical geodetic methods
 CK3195.and adjusted by the National Geodetic Survey in March 2004..
 CK3195
 CK3195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK3195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK3195
 CK3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3195
 CK3195.The geoid height was determined by GEOID03.
 CK3195
 CK3195;                    North         East     Units Scale Factor Converg.
 CK3195;SPC SC       -   104,281.946   677,594.900   MT  0.99991543   +0 24 08.5
 CK3195;SPC SC       -   342,132.37  2,223,080.38   iFT  0.99991543   +0 24 08.5
 CK3195;UTM  17      - 3,626,187.832   567,974.768   MT  0.99965697   +0 23 34.3
 CK3195
 CK3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3195!SPC SC       -   1.00000290  x   0.99991543  =   0.99991833
 CK3195!UTM  17      -   1.00000290  x   0.99965697  =   0.99965987
 CK3195
 CK3195                          SUPERSEDED SURVEY CONTROL
 CK3195
 CK3195  NAD 83(1986)-  32 46 17.37369(N)    080 16 27.17975(W) AD(       ) 2
 CK3195  NGVD 29 (12/15/87)   14.2    (m)           47.     (f) VERT ANG       
 CK3195
 CK3195.Superseded values are not recommended for survey control.
 CK3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3195.See file dsdata.txt to determine how the superseded data were derived.
 CK3195
 CK3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6797526188(NAD 83)
 CK3195_MARKER: DH = HORIZONTAL CONTROL DISK
 CK3195_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CK3195+WITH SETTING: INFORMATION.
 CK3195_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK3195
 CK3195  HISTORY     - Date     Condition        Report By
 CK3195  HISTORY     - 1984     MONUMENTED       SCGS
 CK3195  HISTORY     - 20010331 GOOD             NGS
 CK3195  HISTORY     - 20011210 GOOD             NGS
 CK3195
 CK3195                          STATION DESCRIPTION
 CK3195
 CK3195'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK3195'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH OF WARREN
 CK3195'CROSSROADS,
 CK3195'5.9 KM (3.7 MI) NORTHWEST OF HOLLYWOOD AND 2.7 KM (1.7 MI) WEST OF
 CK3195'RAVENEL, ALONG THE ROAD RIGHT OF WAY OF U.S. HIGHWAY 17.
 CK3195'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK3195'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK3195'SC 29210, PHONE 803-758-6434.
 CK3195'
 CK3195'TO REACH THE STATION FROM THE RAVENEL POST OFFICE, GO SOUTHWEST
 CK3195'ALONG U.S. HIGHWAY 17 FOR 2.7 KM (1.7 MI) TO THE STATION ON THE
 CK3195'RIGHT IN FRONT OF A ONE STORY CINDER BLOCK HOUSE.
 CK3195'
 CK3195'THE STATION IS A STANDARD SCGS DISK
 CK3195'STAMPED---AZ MK 10 294 1984---,
 CK3195'CRIMPED ONTO A METAL ROD DRIVEN INTO THE GROUND
 CK3195'SET FLUSH WITH THE GROUND.
 CK3195'LOCATED
 CK3195'24.08 METERS (79.0 FT) SOUTHWEST FROM A 24-INCH LIVE OAK TREE,
 CK3195'20.73 METERS (68.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 CK3195'THE CINDER BLOCK HOUSE,
 CK3195'19.51 METERS (64.0 FT) EAST FROM THE APPROXIMATE CENTER OF A PAVED
 CK3195'DRIVE LEADING TO THE HOUSE AND
 CK3195'10.61 METERS (34.8 FT) NORTH FROM THE CENTER LINE OF U.S HIGHWAY 17
 CK3195'SOUTH BOUND LANE.
 CK3195'
 CK3195'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS ABOVE THE MARK.
 CK3195'
 CK3195'AN EDM TRAVERSE WAS MADE TO 10 294 SCGS.
 CK3195'
 CK3195'DESCRIBED BY MARK D. THACKRAH.
 CK3195
 CK3195                          STATION RECOVERY (2001)
 CK3195
 CK3195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK3195
 CK3195                          STATION RECOVERY (2001)
 CK3195
 CK3195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0565 ***********************************************************************
 CJ0565  DESIGNATION -  10 294 X
 CJ0565  PID         -  CJ0565
 CJ0565  STATE/COUNTY-  SC/CHARLESTON
 CJ0565  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0565
 CJ0565                         *CURRENT SURVEY CONTROL
 CJ0565  ___________________________________________________________________
 CJ0565* NAD 83(1986)-  32 48 46.     (N)    079 52 22.     (W)     SCALED    
 CJ0565* NAVD 88     -         6.597  (meters)      21.64   (feet)  ADJUSTED  
 CJ0565  ___________________________________________________________________
 CJ0565  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0565  DYNAMIC HT  -           6.590 (meters)      21.62  (feet)  COMP
 CJ0565  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 CJ0565
 CJ0565  VERT ORDER  -  FIRST     CLASS II
 CJ0565
 CJ0565.The horizontal coordinates were scaled from a topographic map and have
 CJ0565.an estimated accuracy of +/- 6 seconds.
 CJ0565
 CJ0565.The orthometric height was determined by differential leveling
 CJ0565.and adjusted by the National Geodetic Survey in June 1991..
 CJ0565
 CJ0565.The geoid height was determined by GEOID03.
 CJ0565
 CJ0565.The dynamic height is computed by dividing the NAVD 88
 CJ0565.geopotential number by the normal gravity value computed on the
 CJ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0565.degrees latitude (g = 980.6199 gals.).
 CJ0565
 CJ0565.The modeled gravity was interpolated from observed gravity values.
 CJ0565
 CJ0565;                    North         East    Units  Estimated Accuracy
 CJ0565;SPC SC       -   109,200.      715,150.      MT  (+/- 180 meters Scaled)
 CJ0565
 CJ0565                          SUPERSEDED SURVEY CONTROL
 CJ0565
 CJ0565  NGVD 29 (03/21/89)    6.897  (m)           22.63   (f) ADJUSTED    1 2
 CJ0565
 CJ0565.Superseded values are not recommended for survey control.
 CJ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0565.See file dsdata.txt to determine how the superseded data were derived.
 CJ0565
 CJ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS055310(NAD 83)
 CJ0565_MARKER: DB = BENCH MARK DISK
 CJ0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0565_SP_SET: CONCRETE POST
 CJ0565_STAMPING: VERT 10 294 X 1984
 CJ0565_MARK LOGO: SCGS  
 CJ0565_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0565
 CJ0565  HISTORY     - Date     Condition        Report By
 CJ0565  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0565  HISTORY     - 19910605 GOOD             USPSQD
 CJ0565  HISTORY     - 19970621 GOOD             USPSQD
 CJ0565
 CJ0565                          STATION DESCRIPTION
 CJ0565
 CJ0565'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0565'2.9 KM (1.8 MI) NW FROM MOUNT PLEASANT.
 CJ0565'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0565'(FAIRMONT AVENUE) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 2.2
 CJ0565'KILOMETERS (1.4 MILES) WESTERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE
 CJ0565'3.1 KILOMETERS (1.95 MILES) NORTHERLY ALONG COUNTY ROAD S-10-56, SET
 CJ0565'NEAR THE NORTHWEST CORNER OF A CHAIN LINK FENCE THAT SURROUNDS A
 CJ0565'SWIMMING POOL AT A TOWNHOUSE COMMUNITY, 43.6 METERS (143.4 FEET) NORTH
 CJ0565'OF THE NORTHWEST CORNER OF THE RESIDENCE OF TOWNHOUSE NUMBER 259,
 CJ0565'18.7 METERS (61.8 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY
 CJ0565'ROAD S-10-56, 5.9 METERS (19.7 FEET) SOUTHWEST OF THE NORTHWEST CORNER
 CJ0565'OF THE CHAIN LINK FENCE, 5.9 METERS (19.6 FEET) EAST-NORTHEAST OF THE
 CJ0565'APPROXIMATE CENTER OF THE EXIT ROAD.
 CJ0565'THE MARK IS 0.30 M ABOVE ENTRANCE ROAD.
 CJ0565
 CJ0565                          STATION RECOVERY (1991)
 CJ0565
 CJ0565'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0565'RECOVERED IN GOOD CONDITION.
 CJ0565
 CJ0565                          STATION RECOVERY (1997)
 CJ0565
 CJ0565'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0566 ***********************************************************************
 CJ0566  DESIGNATION -  10 295
 CJ0566  PID         -  CJ0566
 CJ0566  STATE/COUNTY-  SC/CHARLESTON
 CJ0566  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0566
 CJ0566                         *CURRENT SURVEY CONTROL
 CJ0566  ___________________________________________________________________
 CJ0566* NAD 83(1986)-  32 49 12.     (N)    079 51 27.     (W)     SCALED    
 CJ0566* NAVD 88     -         6.206  (meters)      20.36   (feet)  ADJUSTED  
 CJ0566  ___________________________________________________________________
 CJ0566  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 CJ0566  DYNAMIC HT  -           6.199 (meters)      20.34  (feet)  COMP
 CJ0566  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 CJ0566
 CJ0566  VERT ORDER  -  FIRST     CLASS II
 CJ0566
 CJ0566.The horizontal coordinates were scaled from a topographic map and have
 CJ0566.an estimated accuracy of +/- 6 seconds.
 CJ0566
 CJ0566.The orthometric height was determined by differential leveling
 CJ0566.and adjusted by the National Geodetic Survey in June 1991..
 CJ0566
 CJ0566.The geoid height was determined by GEOID03.
 CJ0566
 CJ0566.The dynamic height is computed by dividing the NAVD 88
 CJ0566.geopotential number by the normal gravity value computed on the
 CJ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0566.degrees latitude (g = 980.6199 gals.).
 CJ0566
 CJ0566.The modeled gravity was interpolated from observed gravity values.
 CJ0566
 CJ0566;                    North         East    Units  Estimated Accuracy
 CJ0566;SPC SC       -   110,010.      716,570.      MT  (+/- 180 meters Scaled)
 CJ0566
 CJ0566                          SUPERSEDED SURVEY CONTROL
 CJ0566
 CJ0566  NGVD 29 (03/21/89)    6.505  (m)           21.34   (f) ADJUSTED    1 2
 CJ0566
 CJ0566.Superseded values are not recommended for survey control.
 CJ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0566.See file dsdata.txt to determine how the superseded data were derived.
 CJ0566
 CJ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS069319(NAD 83)
 CJ0566_MARKER: DB = BENCH MARK DISK
 CJ0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0566_SP_SET: CONCRETE POST
 CJ0566_STAMPING: VERT 10 295 1984
 CJ0566_MARK LOGO: SCGS  
 CJ0566_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0566
 CJ0566  HISTORY     - Date     Condition        Report By
 CJ0566  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0566  HISTORY     - 19910606 GOOD             USPSQD
 CJ0566  HISTORY     - 19970621 GOOD             USPSQD
 CJ0566
 CJ0566                          STATION DESCRIPTION
 CJ0566
 CJ0566'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0566'3.5 KM (2.2 MI) NORTH FROM MOUNT PLEASANT.
 CJ0566'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0566'(FAIRMONT AVENUE) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 2.2
 CJ0566'KILOMETERS (1.4 MILES) WESTERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE
 CJ0566'4.8 KILOMETERS (2.95 MILES) NORTHERLY ALONG COUNTY ROAD S-10-56, SET
 CJ0566'NEAR THE BRICK MONUMENT IN THE MEDIAN AT THE ENTRANCE TO WAKENDAW
 CJ0566'LAKES, 47.2 METERS (155.0 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST
 CJ0566'CORNER OF A ONE STORY WHITE BRICK HOUSE WITH A TWO STALL GARAGE,
 CJ0566'21.9 METERS (72.3 FEET) NORTH-NORTHWEST OF THE COUNTY ROAD S-10-56,
 CJ0566'10.2 METERS (33.6 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CJ0566'THE ENTRANCE ROAD, 9.8 METERS (32.0 FEET) EAST-NORTHEAST OF THE
 CJ0566'APPROXIMATE CENTER OF THE EXIT ROAD.
 CJ0566'THE MARK IS .3 M ABOVE ENTRANCE AND EXIT ROAD.
 CJ0566
 CJ0566                          STATION RECOVERY (1991)
 CJ0566
 CJ0566'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0566'RECOVERED IN GOOD CONDITION.
 CJ0566
 CJ0566                          STATION RECOVERY (1997)
 CJ0566
 CJ0566'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0568 ***********************************************************************
 CJ0568  DESIGNATION -  10 296
 CJ0568  PID         -  CJ0568
 CJ0568  STATE/COUNTY-  SC/CHARLESTON
 CJ0568  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0568
 CJ0568                         *CURRENT SURVEY CONTROL
 CJ0568  ___________________________________________________________________
 CJ0568* NAD 83(1986)-  32 49 32.     (N)    079 50 16.     (W)     SCALED    
 CJ0568* NAVD 88     -         5.165  (meters)      16.95   (feet)  ADJUSTED  
 CJ0568  ___________________________________________________________________
 CJ0568  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 CJ0568  DYNAMIC HT  -           5.160 (meters)      16.93  (feet)  COMP
 CJ0568  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 CJ0568
 CJ0568  VERT ORDER  -  FIRST     CLASS II
 CJ0568
 CJ0568.The horizontal coordinates were scaled from a topographic map and have
 CJ0568.an estimated accuracy of +/- 6 seconds.
 CJ0568
 CJ0568.The orthometric height was determined by differential leveling
 CJ0568.and adjusted by the National Geodetic Survey in June 1991..
 CJ0568
 CJ0568.The geoid height was determined by GEOID03.
 CJ0568
 CJ0568.The dynamic height is computed by dividing the NAVD 88
 CJ0568.geopotential number by the normal gravity value computed on the
 CJ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0568.degrees latitude (g = 980.6199 gals.).
 CJ0568
 CJ0568.The modeled gravity was interpolated from observed gravity values.
 CJ0568
 CJ0568;                    North         East    Units  Estimated Accuracy
 CJ0568;SPC SC       -   110,650.      718,410.      MT  (+/- 180 meters Scaled)
 CJ0568
 CJ0568                          SUPERSEDED SURVEY CONTROL
 CJ0568
 CJ0568  NGVD 29 (03/21/89)    5.465  (m)           17.93   (f) ADJUSTED    1 2
 CJ0568
 CJ0568.Superseded values are not recommended for survey control.
 CJ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0568.See file dsdata.txt to determine how the superseded data were derived.
 CJ0568
 CJ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS087325(NAD 83)
 CJ0568_MARKER: DB = BENCH MARK DISK
 CJ0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0568_SP_SET: CONCRETE POST
 CJ0568_STAMPING: VERT 10 296 1984
 CJ0568_MARK LOGO: SCGS  
 CJ0568_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0568
 CJ0568  HISTORY     - Date     Condition        Report By
 CJ0568  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0568  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0568  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CJ0568
 CJ0568                          STATION DESCRIPTION
 CJ0568
 CJ0568'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0568'4.8 KM (3.0 MI) NE FROM MOUNT PLEASANT.
 CJ0568'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0568'(FAIRMONT AVENUE) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 3.5
 CJ0568'KILOMETERS (2.2 MILES) NORTHEAST ALONG U.S. HIGHWAYS 17 ANDE 701
 CJ0568'BUSINESS, THENCE 1.4 KILOMETERS (0.9 MILE) NORTHEAST ALONG U.S.
 CJ0568'HIGHWAY 17, SET NEAR THE EAST CORNER OF THE GREATER OLIVE BRANCH
 CJ0568'A.M.E. CHURCH, 16.2 METERS (53.2 FEET) NORTHWEST OF THE SOUTHBOUND
 CJ0568'LANE OF U.S. HIGHWAYS 17 AND 701, 5.5 METERS (18.0 FEET) NORTHEAST OF
 CJ0568'THE APPROXIMATE CENTER OF THE MAIN ENTRANCE DOORS OF THE CHURCH,
 CJ0568'2.2 METERS (7.3 FEET) SOUTH OF THE EAST CORNER OF THE CHURCH,
 CJ0568'0.9 METER (3.0 FEET) SOUTHEAST OF THE SOUTH FACE OF THE CHURCH.
 CJ0568'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 17.
 CJ0568
 CJ0568                          STATION RECOVERY (1991)
 CJ0568
 CJ0568'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0568'MARK NOT FOUND.
 CJ0568
 CJ0568                          STATION RECOVERY (1997)
 CJ0568
 CJ0568'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3080 ***********************************************************************
 CK3080  DESIGNATION -  10 297
 CK3080  PID         -  CK3080
 CK3080  STATE/COUNTY-  SC/CHARLESTON
 CK3080  USGS QUAD   -  JOHNS ISLAND (1979)
 CK3080
 CK3080                         *CURRENT SURVEY CONTROL
 CK3080  ___________________________________________________________________
 CK3080* NAD 83(1986)-  32 51 14.     (N)    080 01 05.     (W)     SCALED    
 CK3080* NAVD 88     -        10.442  (meters)      34.26   (feet)  ADJUSTED  
 CK3080  ___________________________________________________________________
 CK3080  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 CK3080  DYNAMIC HT  -          10.431 (meters)      34.22  (feet)  COMP
 CK3080  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 CK3080
 CK3080  VERT ORDER  -  FIRST     CLASS II
 CK3080
 CK3080.The horizontal coordinates were scaled from a topographic map and have
 CK3080.an estimated accuracy of +/- 6 seconds.
 CK3080
 CK3080.The orthometric height was determined by differential leveling
 CK3080.and adjusted by the National Geodetic Survey in June 1991..
 CK3080
 CK3080.The geoid height was determined by GEOID03.
 CK3080
 CK3080.The dynamic height is computed by dividing the NAVD 88
 CK3080.geopotential number by the normal gravity value computed on the
 CK3080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3080.degrees latitude (g = 980.6199 gals.).
 CK3080
 CK3080.The modeled gravity was interpolated from observed gravity values.
 CK3080
 CK3080;                    North         East    Units  Estimated Accuracy
 CK3080;SPC SC       -   113,620.      701,510.      MT  (+/- 180 meters Scaled)
 CK3080
 CK3080                          SUPERSEDED SURVEY CONTROL
 CK3080
 CK3080  NGVD 29 (03/21/89)   10.739  (m)           35.23   (f) ADJUSTED    1 2
 CK3080
 CK3080.Superseded values are not recommended for survey control.
 CK3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3080.See file dsdata.txt to determine how the superseded data were derived.
 CK3080
 CK3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS918355(NAD 83)
 CK3080_MARKER: DB = BENCH MARK DISK
 CK3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3080_SP_SET: CONCRETE POST
 CK3080_STAMPING: VERT 10 297 1984
 CK3080_MARK LOGO: SCGS  
 CK3080_PROJECTION: RECESSED 7 CENTIMETERS
 CK3080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3080
 CK3080  HISTORY     - Date     Condition        Report By
 CK3080  HISTORY     - 1984     MONUMENTED       SCGS
 CK3080
 CK3080                          STATION DESCRIPTION
 CK3080
 CK3080'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3080'IN NORTH CHARLESTON.
 CK3080'7.1 KILOMETERS (4.4 MILES) SOUTHEAST ALONG STATE HIGHWAY 642 FROM THE
 CK3080'MAIN ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET ON THE SIDE OF A
 CK3080'CINDER BLOCK BUILDING (CLASSROOM) FOR THE NEW ZION R.M.U.E. CHURCH,
 CK3080'33.8 METERS (111.2 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST
 CK3080'BOUND LANE OF STATE HIGHWAY 642, 15.7 METERS (51.7 FEET) SOUTHEAST OF
 CK3080'THE NORTHEAST CORNER OF THE CHURCH, 16.3 METERS (53.7 FEET)
 CK3080'EAST-NORTHEAST OF A HEADSTONE WITH THE MARKINGS OF (ELIZABETH SMALLS
 CK3080'NOV. 17, 1887 JUNE 6, 1939), 3.8 METERS (12.5 FEET) SOUTHWEST OF THE
 CK3080'NORTHWEST CORNER OF THE CLASSROOM BUILDING, 5.5 METERS (18.3 FEET)
 CK3080'NORTH OF THE SOUTHWEST CORNER OF THE CLASSROOM BUILDING.
 CK3080'THE MARK IS 0.50 M ABOVE STATE HIGHWAY 642.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3079 ***********************************************************************
 CK3079  DESIGNATION -  10 298
 CK3079  PID         -  CK3079
 CK3079  STATE/COUNTY-  SC/CHARLESTON
 CK3079  USGS QUAD   -  JOHNS ISLAND (1979)
 CK3079
 CK3079                         *CURRENT SURVEY CONTROL
 CK3079  ___________________________________________________________________
 CK3079* NAD 83(1986)-  32 51 10.     (N)    080 00 14.     (W)     SCALED    
 CK3079* NAVD 88     -         3.926  (meters)      12.88   (feet)  ADJUSTED  
 CK3079  ___________________________________________________________________
 CK3079  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CK3079  DYNAMIC HT  -           3.921 (meters)      12.86  (feet)  COMP
 CK3079  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 CK3079
 CK3079  VERT ORDER  -  FIRST     CLASS II
 CK3079
 CK3079.The horizontal coordinates were scaled from a topographic map and have
 CK3079.an estimated accuracy of +/- 6 seconds.
 CK3079
 CK3079.The orthometric height was determined by differential leveling
 CK3079.and adjusted by the National Geodetic Survey in June 1991..
 CK3079
 CK3079.The geoid height was determined by GEOID03.
 CK3079
 CK3079.The dynamic height is computed by dividing the NAVD 88
 CK3079.geopotential number by the normal gravity value computed on the
 CK3079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3079.degrees latitude (g = 980.6199 gals.).
 CK3079
 CK3079.The modeled gravity was interpolated from observed gravity values.
 CK3079
 CK3079;                    North         East    Units  Estimated Accuracy
 CK3079;SPC SC       -   113,510.      702,830.      MT  (+/- 180 meters Scaled)
 CK3079
 CK3079                          SUPERSEDED SURVEY CONTROL
 CK3079
 CK3079  NGVD 29 (03/21/89)    4.222  (m)           13.85   (f) ADJUSTED    1 2
 CK3079
 CK3079.Superseded values are not recommended for survey control.
 CK3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3079.See file dsdata.txt to determine how the superseded data were derived.
 CK3079
 CK3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS932354(NAD 83)
 CK3079_MARKER: DB = BENCH MARK DISK
 CK3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3079_SP_SET: CONCRETE POST
 CK3079_STAMPING: VERT 10 298 1984
 CK3079_MARK LOGO: SCGS  
 CK3079_PROJECTION: RECESSED 7 CENTIMETERS
 CK3079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3079
 CK3079  HISTORY     - Date     Condition        Report By
 CK3079  HISTORY     - 1984     MONUMENTED       SCGS
 CK3079  HISTORY     - 19950118 MARK NOT FOUND   USPSQD
 CK3079  HISTORY     - 19980915 MARK NOT FOUND   SCGS
 CK3079
 CK3079                          STATION DESCRIPTION
 CK3079
 CK3079'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3079'IN NORTH CHARLESTON.
 CK3079'8.7 KILOMETERS (5.4 MILES) SOUTHEAST ALONG STATE HIGHWAY 642 FROM THE
 CK3079'MAIN ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET IN THE SOUTHWEST
 CK3079'ANGLE OF THE PROPERTY OF A KAYO GAS STATION, 20.8 METERS (68.4 FEET)
 CK3079'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK BUILDING (CAPITAL
 CK3079'LOANS), 3.8 METERS (12.9 FEET) EAST-SOUTHEAST OF THE EAST RAIL OF A
 CK3079'SET OF RAILROAD TRACKS THAT CROSS THE HIGHWAY, 29.4 METERS (96.5 FEET)
 CK3079'SOUTH-SOUTHWEST OF THE CENTERLINE OF OF THE EAST BOUND LANE OF STATE
 CK3079'HIGHWAY 642, 24.0 METERS (78.6 FEET) WEST OF THE SOUTHWEST CORNER OF
 CK3079'THE KAYO GAS STATION, 3.5 METERS (11.6 FEET) NORTH-NORTHEAST OF A
 CK3079'CORNER OF A CHAIN LINK FENCE.
 CK3079'THE MARK IS 1.80 METERS  SSE FROM A WITNESS POST.
 CK3079'THE MARK IS 0.30 M ABOVE STATE HIGHWAY.
 CK3079
 CK3079                          STATION RECOVERY (1995)
 CK3079
 CK3079'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3079'MARK NOT FOUND.
 CK3079
 CK3079                          STATION RECOVERY (1998)
 CK3079
 CK3079'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK3079'NOT RECOVERED, MEASUREMENTS LED TO A NEW PARKING AREA FOR CITGO GAS
 CK3079'STATION, SEARCHED 25 MINUTES WITH NO RESULTS, PRESUMED DESTROYED.
 CK3079'RECOVERY BY D.A.  NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0491 ***********************************************************************
 CJ0491  DESIGNATION -  10 299
 CJ0491  PID         -  CJ0491
 CJ0491  STATE/COUNTY-  SC/CHARLESTON
 CJ0491  USGS QUAD   -  CHARLESTON (1983)
 CJ0491
 CJ0491                         *CURRENT SURVEY CONTROL
 CJ0491  ___________________________________________________________________
 CJ0491* NAD 83(1986)-  32 51 07.     (N)    079 59 17.     (W)     SCALED    
 CJ0491* NAVD 88     -         9.906  (meters)      32.50   (feet)  ADJUSTED  
 CJ0491  ___________________________________________________________________
 CJ0491  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 CJ0491  DYNAMIC HT  -           9.895 (meters)      32.46  (feet)  COMP
 CJ0491  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 CJ0491
 CJ0491  VERT ORDER  -  FIRST     CLASS II
 CJ0491
 CJ0491.The horizontal coordinates were scaled from a topographic map and have
 CJ0491.an estimated accuracy of +/- 6 seconds.
 CJ0491
 CJ0491.The orthometric height was determined by differential leveling
 CJ0491.and adjusted by the National Geodetic Survey in June 1991..
 CJ0491
 CJ0491.The geoid height was determined by GEOID03.
 CJ0491
 CJ0491.The dynamic height is computed by dividing the NAVD 88
 CJ0491.geopotential number by the normal gravity value computed on the
 CJ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0491.degrees latitude (g = 980.6199 gals.).
 CJ0491
 CJ0491.The modeled gravity was interpolated from observed gravity values.
 CJ0491
 CJ0491;                    North         East    Units  Estimated Accuracy
 CJ0491;SPC SC       -   113,430.      704,320.      MT  (+/- 180 meters Scaled)
 CJ0491
 CJ0491                          SUPERSEDED SURVEY CONTROL
 CJ0491
 CJ0491  NGVD 29 (03/21/89)   10.201  (m)           33.47   (f) ADJUSTED    1 2
 CJ0491
 CJ0491.Superseded values are not recommended for survey control.
 CJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0491.See file dsdata.txt to determine how the superseded data were derived.
 CJ0491
 CJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS946353(NAD 83)
 CJ0491_MARKER: DD = SURVEY DISK
 CJ0491_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0491_SP_SET: BRIDGE PILLAR
 CJ0491_STAMPING: VERT 10 299 1984
 CJ0491_MARK LOGO: SCGS  
 CJ0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0491+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1998
 CJ0491
 CJ0491  HISTORY     - Date     Condition        Report By
 CJ0491  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0491  HISTORY     - 19950118 GOOD             USPSQD
 CJ0491  HISTORY     - 19980824 GOOD             SCGS
 CJ0491
 CJ0491                          STATION DESCRIPTION
 CJ0491
 CJ0491'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0491'IN NORTH CHARLESTON.
 CJ0491'10.2 KILOMETERS (6.35 MILES) SOUTHEAST ALONG STATE HIGHWAY 642 FROM
 CJ0491'THE MAIN ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET VERTICALLY IN
 CJ0491'THE MOST EASTERN PILLAR ON THE SOUTH SIDE OF STATE HIGHWAY 642 AT THE
 CJ0491'OVERPASS OF INTERSTATE HIGHWAY 26.
 CJ0491'THE MARK IS 2.00 M ABOVE HIGHWAY 642.
 CJ0491
 CJ0491                          STATION RECOVERY (1995)
 CJ0491
 CJ0491'RECOVERY NOTE BY US POWER SQUADRON 1995
 CJ0491'RECOVERED IN GOOD CONDITION.
 CJ0491
 CJ0491                          STATION RECOVERY (1998)
 CJ0491
 CJ0491'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CJ0491'STATION IS LOCATED IN THE EASTERN MOST PILLAR AT THE SOUTH SIDE OF
 CJ0491'STATE HIGHWAY 642 AT THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT 215)
 CJ0491', IN NORTH CHARLESTON, 6.2 MILES (10.0 KM) NORTHWEST OF CHARLESTON.
 CJ0491'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CJ0491'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A DISK SET
 CJ0491'VERTICALLY IN A DRILL HOLE IN THE PILLAR, 3.8 FEET (1.2 M) ABOVE THE
 CJ0491'HIGHWAY, 10.1 FEET (3.1 M) SOUTH SOUTHWEST OF THE NORTH EDGE OF THE
 CJ0491'CURB OF THE HIGHWAY, 28.5 FEET (8.7 M) WEST OF A POWER POLE NUMBER
 CJ0491'116066 WITH A SECURITY LIGHT.  RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2512 ***********************************************************************
 CK2512  DESIGNATION -  10 300
 CK2512  PID         -  CK2512
 CK2512  STATE/COUNTY-  SC/CHARLESTON
 CK2512  USGS QUAD   -  ROCKVILLE (1971)
 CK2512
 CK2512                         *CURRENT SURVEY CONTROL
 CK2512  ___________________________________________________________________
 CK2512* NAD 83(1986)-  32 34 56.     (N)    080 13 56.     (W)     SCALED    
 CK2512* NAVD 88     -         2.649  (meters)       8.69   (feet)  ADJUSTED  
 CK2512  ___________________________________________________________________
 CK2512  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 CK2512  DYNAMIC HT  -           2.646 (meters)       8.68  (feet)  COMP
 CK2512  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CK2512
 CK2512  VERT ORDER  -  FIRST     CLASS II
 CK2512
 CK2512.The horizontal coordinates were scaled from a topographic map and have
 CK2512.an estimated accuracy of +/- 6 seconds.
 CK2512
 CK2512.The orthometric height was determined by differential leveling
 CK2512.and adjusted by the National Geodetic Survey in June 1991..
 CK2512
 CK2512.The geoid height was determined by GEOID03.
 CK2512
 CK2512.The dynamic height is computed by dividing the NAVD 88
 CK2512.geopotential number by the normal gravity value computed on the
 CK2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2512.degrees latitude (g = 980.6199 gals.).
 CK2512
 CK2512.The modeled gravity was interpolated from observed gravity values.
 CK2512
 CK2512;                    North         East    Units  Estimated Accuracy
 CK2512;SPC SC       -    83,320.      681,690.      MT  (+/- 180 meters Scaled)
 CK2512
 CK2512                          SUPERSEDED SURVEY CONTROL
 CK2512
 CK2512  NGVD 29 (03/21/89)    2.940  (m)            9.65   (f) ADJUSTED    1 2
 CK2512
 CK2512.Superseded values are not recommended for survey control.
 CK2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2512.See file dsdata.txt to determine how the superseded data were derived.
 CK2512
 CK2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS720052(NAD 83)
 CK2512_MARKER: DB = BENCH MARK DISK
 CK2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2512_SP_SET: CONCRETE POST
 CK2512_STAMPING: VERT 10 300 1984
 CK2512_MARK LOGO: SCGS  
 CK2512_PROJECTION: FLUSH
 CK2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2512+STABILITY: SURFACE MOTION
 CK2512
 CK2512  HISTORY     - Date     Condition        Report By
 CK2512  HISTORY     - 1984     MONUMENTED       SCGS
 CK2512
 CK2512                          STATION DESCRIPTION
 CK2512
 CK2512'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2512'IN EDISTO ISLAND.
 CK2512'2.9 KILOMETERS (1.8 MILES) NORTHEAST ALONG COUNTY ROAD S-10-1452 FROM
 CK2512'THE EDISTO ISLAND POST OFFICE TO THE END OF PAVEMENT, CONTINUE AHEAD
 CK2512'FOR 1.05 KILOMETERS (0.65 MILE) NORTHEAST ALONG A SAND ROAD TO A ROAD
 CK2512'RIGHT, CONTINUE AHEAD FOR 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG THE
 CK2512'SAND ROAD THAT PASSES AN OLD RUN DOWN HOUSE UP TO A PIPE GATE, TURN
 CK2512'LEFT FOR 0.1 KILOMETER (0.05 MILE) ALONG THE EDGE OF A FIELD, THENCE
 CK2512'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG A DIRT ROAD THAT GOES DOWN
 CK2512'THE MIDDLE OF A TOMATOE FIELD TO A TEE-INTERSECTION, TURN RIGHT FOR
 CK2512'0.1 KILOMETER (0.05 MILE) ALONG THE DIRT ROAD UP TO A TIN SHED, SET
 CK2512'NEAR THE NORTH CORNER OF THE TIN SHED, 9.1 METERS (30.0 FEET)
 CK2512'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT ROAD ON THE
 CK2512'NORTHWEST SIDE OF THE TIN SHED, 5.3 METERS (17.7 FEET) NORTHWEST OF
 CK2512'THE EAST CORNER OF THE TIN SHED, 1.1 METERS (3.8 FEET) EAST OF THE
 CK2512'NORTH CORNER OF THE TIN SHED, 7.9 METERS (26.0 FEET) WEST-SOUTHWEST OF
 CK2512'A TWIN TRUNK OAK TREE.
 CK2512'THE MARK IS 1.10 METERS  E FROM A WITNESS POST.
 CK2512'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0651 ***********************************************************************
 CJ0651  DESIGNATION -  10 301
 CJ0651  PID         -  CJ0651
 CJ0651  STATE/COUNTY-  SC/CHARLESTON
 CJ0651  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0651
 CJ0651                         *CURRENT SURVEY CONTROL
 CJ0651  ___________________________________________________________________
 CJ0651* NAD 83(2001)-  32 40 10.28867(N)    079 54 28.93202(W)     ADJUSTED  
 CJ0651* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 CJ0651  ___________________________________________________________________
 CJ0651  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CJ0651  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 CJ0651
 CJ0651  HORZ ORDER  -  SECOND
 CJ0651
 CJ0651.The horizontal coordinates were established by classical geodetic methods
 CJ0651.and adjusted by the National Geodetic Survey in March 2004..
 CJ0651
 CJ0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0651
 CJ0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0651
 CJ0651.The geoid height was determined by GEOID03.
 CJ0651
 CJ0651;                    North         East     Units Scale Factor Converg.
 CJ0651;SPC SC       -    93,277.140   712,018.638   MT  0.99994460   +0 36 19.4
 CJ0651;SPC SC       -   306,027.36  2,336,019.15   iFT  0.99994460   +0 36 19.4
 CJ0651;UTM  17      - 3,615,178.082   602,387.855   MT  0.99972927   +0 35 22.1
 CJ0651
 CJ0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0651!SPC SC       -   1.00000492  x   0.99994460  =   0.99994952
 CJ0651!UTM  17      -   1.00000492  x   0.99972927  =   0.99973419
 CJ0651
 CJ0651:                Primary Azimuth Mark                     Grid Az
 CJ0651:SPC SC       -  10 301 AZ MK                             049 36 21.8
 CJ0651:UTM  17      -  10 301 AZ MK                             049 37 19.1
 CJ0651
 CJ0651|---------------------------------------------------------------------|
 CJ0651| PID    Reference Object                     Distance      Geod. Az  |
 CJ0651|                                                           dddmmss.s |
 CJ0651| CJ0652 10 301 AZ MK                        APPROX. 0.5 KM 0501241.2 |
 CJ0651|---------------------------------------------------------------------|
 CJ0651
 CJ0651                          SUPERSEDED SURVEY CONTROL
 CJ0651
 CJ0651  NAD 83(1986)-  32 40 10.29743(N)    079 54 28.93772(W) AD(       ) 2
 CJ0651  NGVD 29 (12/15/87)    2.2    (m)            7.     (f) VERT ANG       
 CJ0651
 CJ0651.Superseded values are not recommended for survey control.
 CJ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0651.See file dsdata.txt to determine how the superseded data were derived.
 CJ0651
 CJ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0238815178(NAD 83)
 CJ0651_MARKER: DH = HORIZONTAL CONTROL DISK
 CJ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CJ0651_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0651+STABILITY: SURFACE MOTION
 CJ0651
 CJ0651  HISTORY     - Date     Condition        Report By
 CJ0651  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0651  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CJ0651
 CJ0651                          STATION DESCRIPTION
 CJ0651
 CJ0651'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CJ0651'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTH SOUTHEAST OF
 CJ0651'CHARLESTON, 3.4 KM (2.15 MI) NORTH NORTHEAST OF THE CENTER OF
 CJ0651'FOLLY BEACH, ON ROAD RIGHT OF WAY.
 CJ0651'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CJ0651'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CJ0651'SC 29210, PHONE 803-758-6434.
 CJ0651'
 CJ0651'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 AND
 CJ0651'ASHLEY AVENUE IN FOLLY BEACH, GO NORTHEAST ALONG ASHLEY AVENUE FOR
 CJ0651'3.4 KM (2.15 MI) TO A SLIGHT BEND IN THE ROAD.  CONTINUE AHEAD 0.2
 CJ0651'KM (0.15 MI) TO THE STATION ON THE LEFT BY HOUSE NUMBER 1509.
 CJ0651'
 CJ0651'THE STATION IS A STANDARD SCGS DISK
 CJ0651'STAMPED---HORZ 10 301 1984---,
 CJ0651'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CJ0651'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CJ0651'8.5 METERS (27.8 FT) NORTHWEST FROM THE CENTER LINE OF THE AVENUE,
 CJ0651'8.9 METERS (29.2 FT) EAST-SOUTHEAST FROM THE CINDER BLOCK
 CJ0651'FOUNDATION OF A YELLOW HOUSE,
 CJ0651'7.86 METERS (25.8 FT) SOUTH FROM THE SOUTH CORNER POLE FOUNDATION
 CJ0651'OF THE HOUSE AND
 CJ0651'2.1 METERS (6.9 FT) EAST-SOUTHEAST FROM A POWER POLE NUMBER 245583.
 CJ0651'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0651'STAMPED---HORZ 10 301 1984---,
 CJ0651'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ0651'
 CJ0651'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CJ0651'STAMPED---AZ MK 10 301 1984---,
 CJ0651'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CJ0651'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CJ0651'18.96 METERS (62.2 FT) SOUTH FROM A POWER POLE NUMBER 128341,
 CJ0651'34.4 METERS (113.0 FT) EAST-NORTHEAST FROM A FIRE HYDRANT,
 CJ0651'11.89 METERS (39.0 FT) NORTHWEST FROM THE NORTH CORNER OF BEACH
 CJ0651'HOUSE NUMBER 1907 AND
 CJ0651'7.47 METERS (24.5 FT) SOUTHEAST FROM THE CENTER LINE OF THE AVENUE.
 CJ0651'TO REACH THE AZIMUTH FROM THE STATION,
 CJ0651'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 CJ0651'0.5 KM (0.3 MI) ON ASHLEY AVENUE TO THE AZIMUTH MARK ON THE RIGHT
 CJ0651'IN FRONT OF HOUSE NUMBER 1907.
 CJ0651'
 CJ0651'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 CJ0651'
 CJ0651'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CJ0651'
 CJ0651'AN EDM TRAVERSE WAS MADE TO 10 301 SCGS AZ MK.
 CJ0651'
 CJ0651'DESCRIBED BY MARK D. THACKRAH.
 CJ0651
 CJ0651                          STATION RECOVERY (1997)
 CJ0651
 CJ0651'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0652 ***********************************************************************
 CJ0652  DESIGNATION -  10 301 AZ MK
 CJ0652  PID         -  CJ0652
 CJ0652  STATE/COUNTY-  SC/CHARLESTON
 CJ0652  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0652
 CJ0652                         *CURRENT SURVEY CONTROL
 CJ0652  ___________________________________________________________________
 CJ0652* NAD 83(2001)-  32 40 20.69883(N)    079 54 14.15292(W)     ADJUSTED  
 CJ0652* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 CJ0652  ___________________________________________________________________
 CJ0652  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 CJ0652  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 CJ0652
 CJ0652  HORZ ORDER  -  SECOND
 CJ0652
 CJ0652.The horizontal coordinates were established by classical geodetic methods
 CJ0652.and adjusted by the National Geodetic Survey in March 2004..
 CJ0652.No horizontal observational check was made to the station.
 CJ0652
 CJ0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0652
 CJ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0652
 CJ0652.The geoid height was determined by GEOID03.
 CJ0652
 CJ0652;                    North         East     Units Scale Factor Converg.
 CJ0652;SPC SC       -    93,601.866   712,400.273   MT  0.99994373   +0 36 27.6
 CJ0652;SPC SC       -   307,092.74  2,337,271.24   iFT  0.99994373   +0 36 27.6
 CJ0652;UTM  17      - 3,615,502.633   602,769.497   MT  0.99973023   +0 35 30.3
 CJ0652
 CJ0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0652!SPC SC       -   1.00000484  x   0.99994373  =   0.99994857
 CJ0652!UTM  17      -   1.00000484  x   0.99973023  =   0.99973507
 CJ0652
 CJ0652                          SUPERSEDED SURVEY CONTROL
 CJ0652
 CJ0652  NAD 83(1986)-  32 40 20.70754(N)    079 54 14.15855(W) AD(       ) 2
 CJ0652  NGVD 29 (12/15/87)    3.     (m)           10.     (f) VERT ANG       
 CJ0652
 CJ0652.Superseded values are not recommended for survey control.
 CJ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0652.See file dsdata.txt to determine how the superseded data were derived.
 CJ0652
 CJ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0276915503(NAD 83)
 CJ0652_MARKER: DH = HORIZONTAL CONTROL DISK
 CJ0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CJ0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0652+STABILITY: SURFACE MOTION
 CJ0652
 CJ0652  HISTORY     - Date     Condition        Report By
 CJ0652  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0652
 CJ0652                          STATION DESCRIPTION
 CJ0652
 CJ0652'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CJ0652'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTH SOUTHEAST OF
 CJ0652'CHARLESTON, 3.4 KM (2.15 MI) NORTH NORTHEAST OF THE CENTER OF FOLLY
 CJ0652'BEACH.
 CJ0652'OWNERSHIP--MRS ETHEL TICHENOR, PO BOX 177, FOLLY BEACH SC 29439,
 CJ0652'PHONE 803-588-2829.
 CJ0652'
 CJ0652'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 AND
 CJ0652'ASHLEY AVENUE IN FOLLY BEACH, GO NORTHEAST ALONG ASHLEY AVENUE
 CJ0652'FOR 3.4 KM (2.15 MI) TO A SLIGHT BEND IN THE ROAD.  CONTINUE AHEAD
 CJ0652'0.2 KM (0.15 MI) TO STATION 10 301 SCGS ON THE LEFT.  CONTINUE
 CJ0652'AHEAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT IN FRONT OF
 CJ0652'HOUSE NUMBER 1907.
 CJ0652'
 CJ0652'THE STATION IS A STANDARD SCGS DISK
 CJ0652'STAMPED---AZ MK 10 301 1984---,
 CJ0652'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CJ0652'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CJ0652'34.4 METERS (113.0 FT) EAST-NORTHEAST FROM A FIRE HYDRANT,
 CJ0652'18.96 METERS (62.2 FT) SOUTH FROM A POWER POLE NUMBER 128341,
 CJ0652'11.89 METERS (39.0 FT) NORTHWEST FROM THE NORTH CORNER OF HOUSE
 CJ0652'NUMBER 1907 AND
 CJ0652'7.47 METERS (24.5 FT) SOUTHEAST FROM THE CENTER LINE OF THE AVENUE.
 CJ0652'
 CJ0652'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS ABOVE THE MARK.
 CJ0652'
 CJ0652'AN EDM TRAVERSE WAS MADE TO 10 301 SCGS.
 CJ0652'
 CJ0652'DESCRIBED BY MARK D. THACKRAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0653 ***********************************************************************
 CJ0653  DESIGNATION -  10 302
 CJ0653  PID         -  CJ0653
 CJ0653  STATE/COUNTY-  SC/CHARLESTON
 CJ0653  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0653
 CJ0653                         *CURRENT SURVEY CONTROL
 CJ0653  ___________________________________________________________________
 CJ0653* NAD 83(2001)-  32 44 21.58310(N)    079 58 20.98650(W)     ADJUSTED  
 CJ0653* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 CJ0653  ___________________________________________________________________
 CJ0653  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CJ0653  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 CJ0653
 CJ0653  HORZ ORDER  -  SECOND
 CJ0653
 CJ0653.The horizontal coordinates were established by classical geodetic methods
 CJ0653.and adjusted by the National Geodetic Survey in March 2004..
 CJ0653
 CJ0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0653
 CJ0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0653
 CJ0653.The geoid height was determined by GEOID03.
 CJ0653
 CJ0653;                    North         East     Units Scale Factor Converg.
 CJ0653;SPC SC       -   100,955.463   705,896.021   MT  0.99992429   +0 34 10.7
 CJ0653;SPC SC       -   331,218.71  2,315,931.83   iFT  0.99992429   +0 34 10.7
 CJ0653;UTM  17      - 3,622,856.364   596,268.535   MT  0.99971427   +0 33 20.6
 CJ0653
 CJ0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0653!SPC SC       -   1.00000473  x   0.99992429  =   0.99992902
 CJ0653!UTM  17      -   1.00000473  x   0.99971427  =   0.99971900
 CJ0653
 CJ0653|---------------------------------------------------------------------|
 CJ0653| PID    Reference Object                     Distance      Geod. Az  |
 CJ0653|                                                           dddmmss.s |
 CJ0653| CJ0654 10 302 AZ MK                        379.302 METERS 08702     |
 CJ0653|---------------------------------------------------------------------|
 CJ0653
 CJ0653                          SUPERSEDED SURVEY CONTROL
 CJ0653
 CJ0653  NAD 83(1986)-  32 44 21.59189(N)    079 58 20.99089(W) AD(       ) 2
 CJ0653  NGVD 29 (12/15/87)    3.3    (m)           11.     (f) VERT ANG       
 CJ0653
 CJ0653.Superseded values are not recommended for survey control.
 CJ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0653.See file dsdata.txt to determine how the superseded data were derived.
 CJ0653
 CJ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9626922856(NAD 83)
 CJ0653_MARKER: DH = HORIZONTAL CONTROL DISK
 CJ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CJ0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0653+STABILITY: SURFACE MOTION
 CJ0653
 CJ0653  HISTORY     - Date     Condition        Report By
 CJ0653  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0653
 CJ0653                          STATION DESCRIPTION
 CJ0653
 CJ0653'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CJ0653'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 CJ0653'SOUTH-SOUTHEAST OF SAINT ANDREWS PARISH,
 CJ0653'4.8 KM (3.0 MI) SOUTHWEST OF CHARLESTON AND ON JAMES ISLAND.
 CJ0653'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J PROSSER,
 CJ0653'DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA SC 29210,
 CJ0653'PHONE 803-758-6434.
 CJ0653'
 CJ0653'TO REACH THE STATION FROM THE JAMES ISLAND POST OFFICE AT FOLLY
 CJ0653'ROAD SHOPPING CENTER, GO NORTHERLY ALONG STATE HIGHWAY 171 (FOLLY
 CJ0653'ROAD) FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF SANTEE STREET ON THE
 CJ0653'LEFT.  TURN LEFT AND GO 0.1 KM (0.05 MI) TO THE AZIMUTH MARK ON THE
 CJ0653'LEFT AT THE JUNCTION OF WEST MADISON AVENUE.  CONTINUE AHEAD ON
 CJ0653'SANTEE STREET FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT AT A
 CJ0653'DIRT ROAD RIGHT (ENOREE LANE).
 CJ0653'
 CJ0653'THE STATION IS A STANDARD SCGS DISK
 CJ0653'STAMPED---HORZ 10 302 1984---,
 CJ0653'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CJ0653'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CJ0653'16.37 METERS (53.7 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 CJ0653'OF ENOREE LANE,
 CJ0653'9.24 METERS (30.3 FT) EAST-NORTHEAST FROM A POWER POLE NUMBER
 CJ0653'C-54925 WITH 3 GUY WIRES,
 CJ0653'7.92 METERS (26.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CJ0653'OF SANTEE STREET AND
 CJ0653'1.01 METERS (3.3 FT) SOUTH-SOUTHEAST FROM A FENCE LINE.
 CJ0653'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0653'STAMPED---HORZ 10 302 1984---,
 CJ0653'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ0653'
 CJ0653'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CJ0653'STAMPED---AZ MK 10 302 1984---,
 CJ0653'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CJ0653'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CJ0653'19.78 METERS (44.9 FT) WEST-SOUTHWEST FROM A POWER POLE NUMBER
 CJ0653'C-31183 WITH A STREET LIGHT,
 CJ0653'17.0 METERS (55.8 FT) SOUTH-SOUTHWEST FROM A FIRE HYDRANT,
 CJ0653'8.5 METERS (27.9 FT) SOUTH FROM THE APPROXIMATE CENTER OF SANTEE
 CJ0653'STREET AND
 CJ0653'7.25 METERS (23.8 FT) WEST FROM THE APPROXIMATE CENTER OF WEST
 CJ0653'MADISON AVENUE.
 CJ0653'
 CJ0653'HEIGHT OF LIGHT SHOWN WAS 1.1 METERS ABOVE THE MARK.
 CJ0653'
 CJ0653'NO REFERENCE MARKS WERE SET AT THIS TIME.
 CJ0653'
 CJ0653'EDM TRAVERSE WAS MADE TO 10 302 SCGS AZ MK.
 CJ0653'
 CJ0653'DESCRIBED BY MARK D. THACKRAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0654 ***********************************************************************
 CJ0654  DESIGNATION -  10 302 AZ MK
 CJ0654  PID         -  CJ0654
 CJ0654  STATE/COUNTY-  SC/CHARLESTON
 CJ0654  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0654
 CJ0654                         *CURRENT SURVEY CONTROL
 CJ0654  ___________________________________________________________________
 CJ0654* NAD 83(2001)-  32 44 22.22174(N)    079 58 06.43734(W)     ADJUSTED  
 CJ0654* NAVD 88     -         4.     (meters)      13.     (feet)  VERTCON   
 CJ0654  ___________________________________________________________________
 CJ0654  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CJ0654  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 CJ0654
 CJ0654  HORZ ORDER  -  SECOND
 CJ0654
 CJ0654.The horizontal coordinates were established by classical geodetic methods
 CJ0654.and adjusted by the National Geodetic Survey in March 2004..
 CJ0654.No horizontal observational check was made to the station.
 CJ0654
 CJ0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0654
 CJ0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0654
 CJ0654.The geoid height was determined by GEOID03.
 CJ0654
 CJ0654;                    North         East     Units Scale Factor Converg.
 CJ0654;SPC SC       -   100,978.907   706,274.569   MT  0.99992424   +0 34 18.8
 CJ0654;SPC SC       -   331,295.63  2,317,173.78   iFT  0.99992424   +0 34 18.8
 CJ0654;UTM  17      - 3,622,879.711   596,647.009   MT  0.99971517   +0 33 28.5
 CJ0654
 CJ0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0654!SPC SC       -   1.00000461  x   0.99992424  =   0.99992885
 CJ0654!UTM  17      -   1.00000461  x   0.99971517  =   0.99971978
 CJ0654
 CJ0654                          SUPERSEDED SURVEY CONTROL
 CJ0654
 CJ0654  NAD 83(1986)-  32 44 22.23061(N)    079 58 06.44174(W) AD(       ) 2
 CJ0654  NGVD 29 (12/15/87)    4.     (m)           13.     (f) VERT ANG       
 CJ0654
 CJ0654.Superseded values are not recommended for survey control.
 CJ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0654.See file dsdata.txt to determine how the superseded data were derived.
 CJ0654
 CJ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9664722880(NAD 83)
 CJ0654_MARKER: DH = HORIZONTAL CONTROL DISK
 CJ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CJ0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0654+STABILITY: SURFACE MOTION
 CJ0654
 CJ0654  HISTORY     - Date     Condition        Report By
 CJ0654  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0654
 CJ0654                          STATION DESCRIPTION
 CJ0654
 CJ0654'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CJ0654'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH SOUTHEAST OF SAINT
 CJ0654'ANDREWS
 CJ0654'PARISH, 4.8 KM (3.0 MI) SW OF CHARLESTON AND ON JAMES ISLAND.
 CJ0654'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CJ0654'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CJ0654'SC 29210, PHONE 803-758-6434.
 CJ0654'
 CJ0654'TO REACH THE STATION FROM THE JAMES ISLAND POST OFFICE AT FOLLY
 CJ0654'ROAD SHOPPING CENTER, GO NORTHERLY ALONG STATE HIGHWAY 171 (FOLLY
 CJ0654'ROAD) FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF SANTEE STREET ON THE
 CJ0654'LEFT.  TURN LEFT AND GO 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT
 CJ0654'AT THE JUNCTION OF WEST MADISON AVENUE.
 CJ0654'
 CJ0654'THE STATION IS A STANDARD SCGS DISK
 CJ0654'STAMPED---AZ MK 10 302 1984---,
 CJ0654'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CJ0654'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CJ0654'19.78 METERS (44.9 FT) WEST-SOUTHWEST FROM A POWER POLE NUMBER
 CJ0654'C-31183 WITH A STREET LIGHT,
 CJ0654'17.0 METERS (55.8 FT) SOUTH-SOUTHWEST FROM A FIRE HYDRANT,
 CJ0654'8.5 METERS (27.9 FT) SOUTH FROM THE APPROXIMATE CENTER OF SANTEE
 CJ0654'STREET AND
 CJ0654'7.25 METERS (23.8 FT) WEST FROM THE APPROXIMATE CENTER OF WEST
 CJ0654'MADISON AVENUE.
 CJ0654'
 CJ0654'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 CJ0654'
 CJ0654'AN EDM TRAVERSE WAS MADE TO STATION 10 302 SCGS.
 CJ0654'
 CJ0654'DESCRIBED BY MARK D. THACKRAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2558 ***********************************************************************
 CK2558  DESIGNATION -  10 303
 CK2558  PID         -  CK2558
 CK2558  STATE/COUNTY-  SC/CHARLESTON
 CK2558  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2558
 CK2558                         *CURRENT SURVEY CONTROL
 CK2558  ___________________________________________________________________
 CK2558* NAD 83(2001)-  32 42 11.51321(N)    080 08 30.02589(W)     ADJUSTED  
 CK2558* NAVD 88     -         2.922  (meters)       9.59   (feet)  ADJUSTED  
 CK2558  ___________________________________________________________________
 CK2558  X           -     919,806.047 (meters)                     COMP
 CK2558  Y           -  -5,292,978.551 (meters)                     COMP
 CK2558  Z           -   3,426,290.649 (meters)                     COMP
 CK2558  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CK2558  ELLIP HEIGHT-         -29.82  (meters)          (12/20/99) GPS OBS
 CK2558  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 CK2558  DYNAMIC HT  -           2.919 (meters)       9.58  (feet)  COMP
 CK2558  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 CK2558
 CK2558  HORZ ORDER  -  SECOND
 CK2558  VERT ORDER  -  FIRST     CLASS II
 CK2558  ELLP ORDER  -  FOURTH    CLASS I
 CK2558
 CK2558.The horizontal coordinates were established by classical geodetic methods
 CK2558.and adjusted by the National Geodetic Survey in March 2004..
 CK2558
 CK2558.The orthometric height was determined by differential leveling
 CK2558.and adjusted by the National Geodetic Survey in June 1991..
 CK2558
 CK2558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2558
 CK2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2558
 CK2558.The ellipsoidal height was determined by GPS observations
 CK2558.and is referenced to NAD 83.
 CK2558
 CK2558.The geoid height was determined by GEOID03.
 CK2558
 CK2558.The dynamic height is computed by dividing the NAVD 88
 CK2558.geopotential number by the normal gravity value computed on the
 CK2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2558.degrees latitude (g = 980.6199 gals.).
 CK2558
 CK2558.The modeled gravity was interpolated from observed gravity values.
 CK2558
 CK2558;                    North         East     Units Scale Factor Converg.
 CK2558;SPC SC       -    96,804.369   690,074.640   MT  0.99993462   +0 28 33.1
 CK2558;SPC SC       -   317,599.64  2,264,024.41   iFT  0.99993462   +0 28 33.1
 CK2558;UTM  17      - 3,618,709.830   580,449.897   MT  0.99967981   +0 27 49.6
 CK2558
 CK2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2558!SPC SC       -   1.00000468  x   0.99993462  =   0.99993930
 CK2558!UTM  17      -   1.00000468  x   0.99967981  =   0.99968449
 CK2558
 CK2558:                Primary Azimuth Mark                     Grid Az
 CK2558:SPC SC       -  10 303 AZ MK                             273 40 30.2
 CK2558:UTM  17      -  10 303 AZ MK                             273 41 13.7
 CK2558
 CK2558|---------------------------------------------------------------------|
 CK2558| PID    Reference Object                     Distance      Geod. Az  |
 CK2558|                                                           dddmmss.s |
 CK2558| CK2560 10 303 AZ MK                        APPROX. 0.7 KM 2740903.3 |
 CK2558|---------------------------------------------------------------------|
 CK2558
 CK2558                          SUPERSEDED SURVEY CONTROL
 CK2558
 CK2558  NAD 83(1995)-  32 42 11.51319(N)    080 08 30.02653(W) AD(       ) 2
 CK2558  NAD 83(1986)-  32 42 11.52258(N)    080 08 30.03151(W) AD(       ) 2
 CK2558  NAD 27      -  32 42 10.88274(N)    080 08 30.69891(W) AD(       ) 1
 CK2558  NGVD 29 (03/21/89)    3.220  (m)           10.56   (f) ADJUSTED    1 2
 CK2558
 CK2558.Superseded values are not recommended for survey control.
 CK2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2558.See file dsdata.txt to determine how the superseded data were derived.
 CK2558
 CK2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8045018710(NAD 83)
 CK2558_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2558_SP_SET: CONCRETE POST
 CK2558_STAMPING: HORZ 10 303 1984
 CK2558_MARK LOGO: SCGS  
 CK2558_PROJECTION: FLUSH
 CK2558_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2558+STABILITY: SURFACE MOTION
 CK2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2558+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 CK2558
 CK2558  HISTORY     - Date     Condition        Report By
 CK2558  HISTORY     - 1984     MONUMENTED       SCGS
 CK2558  HISTORY     - 1984     GOOD             SCGS
 CK2558  HISTORY     - 1985     GOOD             NGS
 CK2558  HISTORY     - 19870318 GOOD
 CK2558  HISTORY     - 19910520 GOOD             SCGS
 CK2558  HISTORY     - 19930617 GOOD             USPSQD
 CK2558
 CK2558                          STATION DESCRIPTION
 CK2558
 CK2558'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2558'THE STATION IS LOCATED ABOUT 12.6 KM (7.9 MI)
 CK2558'NORTHWEST OF KIAWAH ISLAND, 8.8 KM (5.5 MI) SOUTHEAST OF
 CK2558'MEGGETT AND 7.5 KM (4.7 MI) NORTHWEST OF LEGAREVILLE.
 CK2558'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK2558'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK2558'SC 29210, PHONE 803-758-6434.
 CK2558'
 CK2558'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2558'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 5.8 KM (3.6 MI) TO THE ESAU
 CK2558'BRIDGE OVER BOHICKETT CREEK.  CONTINUE 3.4 KM (2.15 MI) TO A FORK
 CK2558'RIGHT.  TAKE ROAD RIGHT (COUNTY ROAD S-1-316) FOR 1.8 KM (1.1 MI)
 CK2558'TO THE STATION ON THE RIGHT, 0.2 KM (0.1 MI) PAST THE WEBSTER
 CK2558'UNITED METHODIST CHURCH.
 CK2558'
 CK2558'THE STATION IS A STANDARD SCGS DISK
 CK2558'STAMPED---HORZ 10 303 1984---,
 CK2558'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2558'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2558'123.66 METERS (405.7 FT) WEST FROM THE APPROXIMATE CENTER OF GRANS
 CK2558'AVENUE (A DIRT ROAD LEADING NORTH),
 CK2558'6.10 METERS (20.0 FT) NORTH FROM THE CENTER LINE OF COUNTY ROAD AND
 CK2558'3.57 METERS (11.7 FT) SOUTH FROM A WIRE FENCE LINE.
 CK2558'1.10 METERS (3.5 FT) EAST FROM A METAL WITNESS POST.
 CK2558'
 CK2558'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK2558'STAMPED---AZ MK 10 303 1984---,
 CK2558'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2558'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2558'37.06 METERS (121.6 FT) EAST FROM THE APPROXIMATE CENTER OF A DIRT
 CK2558'ROAD,
 CK2558'16.55 METERS (54.3 FT) WEST FROM THE APPROXIMATE CENTER OF A SAND
 CK2558'ROAD TO RAVINS POINT,
 CK2558'12.3 METERS (40.5 FT) NORTH FROM THE CENTER LINE OF COUNTY ROAD AND
 CK2558'0.61 METERS (2.0 FT) EAST FROM A METAL WITNES POST.
 CK2558'TO REACH THE AZIMUTH FROM THE STATION,
 CK2558'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 CK2558'0.6 KM (0.4 MI) ON COUNTY ROAD S-10-316 TO A CURVE LEFT AND THE
 CK2558'AZIMUTH ON THE RIGHT AT THE WOODS EDGE.
 CK2558'
 CK2558'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 CK2558'
 CK2558'NO REFERENCE MARKS WERE SET AT THIS TIME.
 CK2558'
 CK2558'AN EDM TRAVERSE WAS MADE TO 10 303 SCGS AZ MK.
 CK2558'
 CK2558'DESCRIBED BY MARK D. THACKRAH.
 CK2558
 CK2558                          STATION RECOVERY (1984)
 CK2558
 CK2558'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2558'11.3 KM (7.0 MI) SW FROM FENWICK CROSSROADS.
 CK2558'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2558'9.4 KILOMETERS (5.85 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM THE
 CK2558'JOHNS ISLAND POST OFFICE, THENCE 1.85 KILOMETERS (1.15 MILES) WESTERLY
 CK2558'ALONG COUNTY ROAD S-10-316, SET BETWEEN A DITCH AND ROAD, 3.5 METERS
 CK2558'(11.5 FEET) SOUTH OF A WIRE FENCE, 1.6 METERS (5.3 FEET) SOUTH OF THE
 CK2558'APPROXIMATE CENTER OF THE DITCH, 5.9 METERS (19.6 FEET) NORTH OF THE
 CK2558'CENTERLINE OF COUNTY ROAD.
 CK2558'THE MARK IS 1.10 METERS  E FROM A WITNESS POST.
 CK2558
 CK2558                          STATION RECOVERY (1985)
 CK2558
 CK2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK2558'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CK2558'NO DATA AVAILABLE FOR THIS STATION.  IT IS ON THE ROAD RIGHT-OF-WAY.
 CK2558'
 CK2558'THIS STATION IS LOCATED ABOUT 11.0 KM (7.0 MI) SOUTHEAST OF RAVENEL.
 CK2558'
 CK2558'TO REACH FROM THE JUNCTION OF US HIGHWAY 17 AND COUNTY ROAD S-10-20
 CK2558'(ABOUT 11 KM (7.0 MI) EAST OF RAVENEL), GO SOUTH ON S-10-20 FOR
 CK2558'10.5 KM (6.5 MI) TO ITS JUNCTION WITH STATE HIGHWAY 700.  TURN
 CK2558'RIGHT, SOUTHWEST, ON HIGHWAY 700 FOR 4.6 KM (2.9 MI) TO A FORK.
 CK2558'BEAR RIGHT, SOUTHWEST, ON S-10-316 FOR 1.58 KM (1.0 MI) TO THE
 CK2558'WEBSTER CHURCH ON THE LEFT.  CONTINUE AHEAD FOR 0.20 KM (0.1 MI) TO
 CK2558'THE STATION ON THE RIGHT ALONG A DESOLATE, NARROW ROAD SHOULDER.
 CK2558'
 CK2558'STATION MARK, AN ALL-PURPOSE SOUTH CAROLINA GEODETIC SURVEY DISK
 CK2558'STAMPED---HORZ 10 303 1984---, SET IN THE TOP OF A ROUND CONCRETE
 CK2558'POST 6
 CK2558'CM BELOW GROUND.  IT IS 6.1 METERS NORTH OF THE ROAD CENTER, 3.4
 CK2558'METERS SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.2 METERS SOUTHWEST OF
 CK2558'A FIBERGLASS WITNESS POST.
 CK2558'
 CK2558'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK2558
 CK2558                          STATION RECOVERY (1987)
 CK2558
 CK2558'RECOVERED 1987
 CK2558'RECOVERED IN GOOD CONDITION.
 CK2558
 CK2558                          STATION RECOVERY (1991)
 CK2558
 CK2558'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2558'STATION IS LOCATED AT THE NORTHEAST END OF WADMALAW ISLAND.
 CK2558'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2558'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2558'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK2558'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK2558'HIGHWAY 700 FOR 7.1 MILES (11.4 KM) TO THE JUNCTION OF STATE ROAD 20
 CK2558'(BOHICKET ROAD LEFT AND MAIN ROAD RIGHT), CONTINUE ON HIGHWAY 700 FOR
 CK2558'2.8 MILES (4.5 KM) TO THE JUNCTION OF STATE ROAD 316 (BEAR BLUFF
 CK2558'ROAD), BEAR RIGHT ON ROAD 316 FOR 1.0 MILE (1.6 KM) TO THE NEW
 CK2558'WEBSTER UNITED METHODIST CHURCH ON THE LEFT, CONTINUE ON ROAD 316 FOR
 CK2558'0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT IN THE SHOULDER OF
 CK2558'THE ROAD.
 CK2558'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE ROAD,
 CK2558'50.7 FEET (15.5 M) NORTH NORTHEAST OF A POWER POLE WITH A SCGS
 CK2558'REFERENCE WASHER ATTACHED, 19.9 FEET (6.1 M) NORTH OF THE CENTER OF
 CK2558'THE ROAD, 6.0 FEET (1.8 M) SOUTH OF THE CENTER OF THE DITCH LINE, 4.1
 CK2558'FEET (1.2 M) SOUTHEAST OF A WITNESS POST.
 CK2558'RECOVERED BY J.R. WERNER.
 CK2558
 CK2558                          STATION RECOVERY (1993)
 CK2558
 CK2558'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2560 ***********************************************************************
 CK2560  DESIGNATION -  10 303 AZ MK
 CK2560  PID         -  CK2560
 CK2560  STATE/COUNTY-  SC/CHARLESTON
 CK2560  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2560
 CK2560                         *CURRENT SURVEY CONTROL
 CK2560  ___________________________________________________________________
 CK2560* NAD 83(2001)-  32 42 13.07263(N)    080 08 55.45144(W)     ADJUSTED  
 CK2560* NAVD 88     -         6.136  (meters)      20.13   (feet)  ADJUSTED  
 CK2560  ___________________________________________________________________
 CK2560  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CK2560  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 CK2560  DYNAMIC HT  -           6.129 (meters)      20.11  (feet)  COMP
 CK2560  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CK2560
 CK2560  HORZ ORDER  -  SECOND
 CK2560  VERT ORDER  -  FIRST     CLASS II
 CK2560
 CK2560.The horizontal coordinates were established by classical geodetic methods
 CK2560.and adjusted by the National Geodetic Survey in March 2004..
 CK2560.No horizontal observational check was made to the station.
 CK2560
 CK2560.The orthometric height was determined by differential leveling
 CK2560.and adjusted by the National Geodetic Survey in June 1991..
 CK2560
 CK2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2560
 CK2560.The geoid height was determined by GEOID03.
 CK2560
 CK2560.The dynamic height is computed by dividing the NAVD 88
 CK2560.geopotential number by the normal gravity value computed on the
 CK2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2560.degrees latitude (g = 980.6199 gals.).
 CK2560
 CK2560.The modeled gravity was interpolated from observed gravity values.
 CK2560
 CK2560;                    North         East     Units Scale Factor Converg.
 CK2560;SPC SC       -    96,846.926   689,412.081   MT  0.99993450   +0 28 19.0
 CK2560;SPC SC       -   317,739.26  2,261,850.66   iFT  0.99993450   +0 28 19.0
 CK2560;UTM  17      - 3,618,752.515   579,787.516   MT  0.99967850   +0 27 35.8
 CK2560
 CK2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2560!SPC SC       -   1.00000418  x   0.99993450  =   0.99993868
 CK2560!UTM  17      -   1.00000418  x   0.99967850  =   0.99968268
 CK2560
 CK2560                          SUPERSEDED SURVEY CONTROL
 CK2560
 CK2560  NAD 83(1986)-  32 42 13.08201(N)    080 08 55.45708(W) AD(       ) 2
 CK2560  NGVD 29 (03/21/89)    6.434  (m)           21.11   (f) ADJUSTED    1 2
 CK2560
 CK2560.Superseded values are not recommended for survey control.
 CK2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2560.See file dsdata.txt to determine how the superseded data were derived.
 CK2560
 CK2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7978818753(NAD 83)
 CK2560_MARKER: DH = HORIZONTAL CONTROL DISK
 CK2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2560_SP_SET: CONCRETE POST
 CK2560_STAMPING: AZ MK 10 303 1984
 CK2560_MARK LOGO: SCGS  
 CK2560_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2560_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2560+STABILITY: SURFACE MOTION
 CK2560
 CK2560  HISTORY     - Date     Condition        Report By
 CK2560  HISTORY     - 1984     MONUMENTED       SCGS
 CK2560  HISTORY     - 1984     GOOD             SCGS
 CK2560  HISTORY     - 19930617 GOOD             USPSQD
 CK2560  HISTORY     - 19950612 GOOD             USPSQD
 CK2560
 CK2560                          STATION DESCRIPTION
 CK2560
 CK2560'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2560'THE STATION IS LOCATED ABOUT 12.6 KM (7.9 MI)
 CK2560'NORTHWEST OF KIAWAH ISLAND, 8.8 KM (5.5 MI) SOUTHEAST OF MEGGETT
 CK2560'AND 7.5 KM (4.7 MI) NW OF LEGAREVILLE.
 CK2560'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK2560'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK2560'SC 29210, PHONE 803-758-6434.
 CK2560'
 CK2560'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK2560'SOUTHWEST ALONG STATE HIGHWAY 700 FOR 5.8 KM (3.6 MI) TO THE ESAU
 CK2560'BRIDGE OVER BOHICKETT CREEK.  CONTINUE 3.4 KM (2.15 MI) TO A FORK
 CK2560'RIGHT.  TAKE THE ROAD RIGHT (COUNTY ROAD S-10-316) FOR 1.8 KM (1.1
 CK2560'MI) TO STATION 10 303 SCGS ON THE RIGHT.  CONTINUE 0.6 KM (0.4 MI)
 CK2560'TO A CURVE LEFT AND THE STATION ON THE RIGHT AT THE WOODS EDGE.
 CK2560'
 CK2560'THE STATION IS A STANDARD SCGS DISK
 CK2560'STAMPED---AZ MK 10 303 1984---,
 CK2560'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2560'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2560'37.06 METERS (121.6 FT) EAST FROM THE APPROXIMATE CENTER OF A DIRT
 CK2560'ROAD,
 CK2560'16.55 METERS (54.3 FT) WEST FROM THE APPROXIMATE CENTER OF A SAND
 CK2560'ROAD TO RAVENS POINT,
 CK2560'12.3 METERS (40.5 FT) NORTH FROM THE CENTER LINE OF COUNTY ROAD AND
 CK2560'0.61 METER (2.0 FT) EAST FROM A METAL WITNESS POST.
 CK2560'
 CK2560'HEIGHT OF LIGHT SHOWN WAS 1.1 METERS ABOVE THE MARK.
 CK2560'
 CK2560'AN EDM TRAVERSE WAS MADE TO 10 303 SCGS.
 CK2560'
 CK2560'DESCRIBED BY MARK D. THACKRAH.
 CK2560
 CK2560                          STATION RECOVERY (1984)
 CK2560
 CK2560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2560'12.0 KM (7.45 MI) SW FROM FENWICK CROSSROADS.
 CK2560'9.4 KILOMETERS (5.85 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM THE
 CK2560'JOHNS ISLAND POST OFFICE, THENCE 2.6 KILOMETERS (1.6 MILES) WESTERLY
 CK2560'ALONG COUNTY ROAD S-10-316, SET ON THE OUTSIDE OF THE CURVE AT THE
 CK2560'INTERSECTION OF A SAND DRIVE LEADING TO RAVENS POINT, 16.2 METERS
 CK2560'(53.0 FEET) WEST OF THE APPROXIMATE CENTER OF THE DRIVE, 12.2 METERS
 CK2560'(40.0 FEET) NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 6.6 METERS
 CK2560'(21.7 FEET) EAST OF A 12-INCH OAK TREE.
 CK2560'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 CK2560'THE MARK IS 0.60 M BELOW ROAD.
 CK2560
 CK2560                          STATION RECOVERY (1993)
 CK2560
 CK2560'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2560'RECOVERED IN GOOD CONDITION.
 CK2560
 CK2560                          STATION RECOVERY (1995)
 CK2560
 CK2560'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2741 ***********************************************************************
 CK2741  DESIGNATION -  10 304
 CK2741  PID         -  CK2741
 CK2741  STATE/COUNTY-  SC/CHARLESTON
 CK2741  USGS QUAD   -  LEGAREVILLE (1971)
 CK2741
 CK2741                         *CURRENT SURVEY CONTROL
 CK2741  ___________________________________________________________________
 CK2741* NAD 83(1986)-  32 42 43.     (N)    080 04 18.     (W)     SCALED    
 CK2741* NAVD 88     -         3.959  (meters)      12.99   (feet)  ADJUSTED  
 CK2741  ___________________________________________________________________
 CK2741  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 CK2741  DYNAMIC HT  -           3.955 (meters)      12.98  (feet)  COMP
 CK2741  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CK2741
 CK2741  VERT ORDER  -  FIRST     CLASS II
 CK2741
 CK2741.The horizontal coordinates were scaled from a topographic map and have
 CK2741.an estimated accuracy of +/- 6 seconds.
 CK2741
 CK2741.The orthometric height was determined by differential leveling
 CK2741.and adjusted by the National Geodetic Survey in June 1991..
 CK2741
 CK2741.The geoid height was determined by GEOID03.
 CK2741
 CK2741.The dynamic height is computed by dividing the NAVD 88
 CK2741.geopotential number by the normal gravity value computed on the
 CK2741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2741.degrees latitude (g = 980.6199 gals.).
 CK2741
 CK2741.The modeled gravity was interpolated from observed gravity values.
 CK2741
 CK2741;                    North         East    Units  Estimated Accuracy
 CK2741;SPC SC       -    97,830.      696,630.      MT  (+/- 180 meters Scaled)
 CK2741
 CK2741                          SUPERSEDED SURVEY CONTROL
 CK2741
 CK2741  NGVD 29 (03/21/89)    4.257  (m)           13.97   (f) ADJUSTED    1 2
 CK2741
 CK2741.Superseded values are not recommended for survey control.
 CK2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2741.See file dsdata.txt to determine how the superseded data were derived.
 CK2741
 CK2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS870197(NAD 83)
 CK2741_MARKER: DB = BENCH MARK DISK
 CK2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2741_SP_SET: CONCRETE POST
 CK2741_STAMPING: VERT 10 304 1984
 CK2741_MARK LOGO: SCGS  
 CK2741_PROJECTION: FLUSH
 CK2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2741+STABILITY: SURFACE MOTION
 CK2741
 CK2741  HISTORY     - Date     Condition        Report By
 CK2741  HISTORY     - 1984     MONUMENTED       SCGS
 CK2741  HISTORY     - 20010331 GOOD             NGS
 CK2741  HISTORY     - 20011210 GOOD             NGS
 CK2741
 CK2741                          STATION DESCRIPTION
 CK2741
 CK2741'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2741'1.4 KM (0.9 MI) SOUTH FROM FENWICK CROSSROADS.
 CK2741'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2741'JOHNS ISLAND POST OFFICE, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2741'ALONG COUNTY ROAD S-10-20 TO A DOUBLE SAND DRIVEWAY ON THE RIGHT, 0.1
 CK2741'KILOMETER (0.05 MILE) BEFORE REACHING BERRY HILL ROAD ON THE LEFT, SET
 CK2741'IN THE GRASSY MEDIAN OF THE DOUBLE SAND DRIVEWAYS AND DIRECTLY UNDER A
 CK2741'POWER LINE CROSSING, 24.7 METERS (81.0 FEET) SOUTHWEST OF THE
 CK2741'CENTERLINE OF THE COUNTY ROAD, 2.7 METERS (9.0 FEET) NORTHWEST OF THE
 CK2741'APPROXIMATE CENTER OF THE MOST EASTERLY DRIVE, 7.0 METERS (23.0 FEET)
 CK2741'NORTHEAST OF A 20-INCH PINE TREE, 14.2 METERS (46.5 FEET) SOUTHEAST OF
 CK2741'A POWER POLE.
 CK2741'THE MARK IS 2.60 METERS  SW FROM A WITNESS POST.
 CK2741'THE MARK IS ABOVE LEVEL WITH DRIVEWAYS.
 CK2741
 CK2741                          STATION RECOVERY (2001)
 CK2741
 CK2741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2741'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2741
 CK2741                          STATION RECOVERY (2001)
 CK2741
 CK2741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2741'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3131 ***********************************************************************
 CK3131  DESIGNATION -  10 305
 CK3131  PID         -  CK3131
 CK3131  STATE/COUNTY-  SC/CHARLESTON
 CK3131  USGS QUAD   -  JACKSONBORO (1979)
 CK3131
 CK3131                         *CURRENT SURVEY CONTROL
 CK3131  ___________________________________________________________________
 CK3131* NAD 83(2001)-  32 45 37.41749(N)    080 24 27.31150(W)     ADJUSTED  
 CK3131* NAVD 88     -         4.199  (meters)      13.78   (feet)  ADJUSTED  
 CK3131  ___________________________________________________________________
 CK3131  X           -     894,659.995 (meters)                     COMP
 CK3131  Y           -  -5,293,810.259 (meters)                     COMP
 CK3131  Z           -   3,431,627.440 (meters)                     COMP
 CK3131  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CK3131  ELLIP HEIGHT-         -27.91  (meters)          (05/04/06) GPS OBS
 CK3131  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 CK3131  DYNAMIC HT  -           4.194 (meters)      13.76  (feet)  COMP
 CK3131  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CK3131
 CK3131  HORZ ORDER  -  FIRST
 CK3131  VERT ORDER  -  FIRST     CLASS II
 CK3131  ELLP ORDER  -  FOURTH    CLASS II
 CK3131
 CK3131.The horizontal coordinates were established by GPS observations
 CK3131.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK3131
 CK3131.The orthometric height was determined by differential leveling
 CK3131.and adjusted by the National Geodetic Survey in June 1991..
 CK3131
 CK3131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3131
 CK3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3131
 CK3131.The ellipsoidal height was determined by GPS observations
 CK3131.and is referenced to NAD 83.
 CK3131
 CK3131.The geoid height was determined by GEOID03.
 CK3131
 CK3131.The dynamic height is computed by dividing the NAVD 88
 CK3131.geopotential number by the normal gravity value computed on the
 CK3131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3131.degrees latitude (g = 980.6199 gals.).
 CK3131
 CK3131.The modeled gravity was interpolated from observed gravity values.
 CK3131
 CK3131;                    North         East     Units Scale Factor Converg.
 CK3131;SPC SC       -   102,971.789   665,107.271   MT  0.99991845   +0 19 42.4
 CK3131;SPC SC       -   337,833.95  2,182,110.47   iFT  0.99991845   +0 19 42.4
 CK3131;UTM  17      - 3,624,879.920   555,490.310   MT  0.99963797   +0 19 14.1
 CK3131
 CK3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3131!SPC SC       -   1.00000438  x   0.99991845  =   0.99992283
 CK3131!UTM  17      -   1.00000438  x   0.99963797  =   0.99964235
 CK3131
 CK3131                          SUPERSEDED SURVEY CONTROL
 CK3131
 CK3131  NAD 83(2001)-  32 45 37.41793(N)    080 24 27.31143(W) AD(       ) 1
 CK3131  NAD 83(1995)-  32 45 37.41786(N)    080 24 27.31172(W) AD(       ) 1
 CK3131  ELLIP H (12/20/99)  -27.89   (m)                       GP(       ) 4 1
 CK3131  NAD 83(1986)-  32 45 37.42732(N)    080 24 27.31547(W) AD(       ) 1
 CK3131  NAD 27      -  32 45 36.79020(N)    080 24 27.94647(W) AD(       ) 1
 CK3131  NAVD 88 (05/04/06)    4.20   (m)           13.8    (f) LEVELING    3  
 CK3131  NGVD 29 (03/21/89)    4.489  (m)           14.73   (f) ADJUSTED    1 2
 CK3131
 CK3131.Superseded values are not recommended for survey control.
 CK3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3131.See file dsdata.txt to determine how the superseded data were derived.
 CK3131
 CK3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5549024880(NAD 83)
 CK3131_MARKER: DD = SURVEY DISK
 CK3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3131_SP_SET: CONCRETE POST
 CK3131_STAMPING: VERT 10 305 1984
 CK3131_MARK LOGO: SCGS  
 CK3131_PROJECTION: PROJECTING 3 CENTIMETERS
 CK3131_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3131+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 CK3131
 CK3131  HISTORY     - Date     Condition        Report By
 CK3131  HISTORY     - 1984     MONUMENTED       SCGS
 CK3131  HISTORY     - 1985     GOOD             SCGS
 CK3131  HISTORY     - 19870306 GOOD
 CK3131  HISTORY     - 19901217 GOOD             NGS
 CK3131  HISTORY     - 19910516 GOOD             SCGS
 CK3131  HISTORY     - 20050719 GOOD             SCGS
 CK3131
 CK3131                          STATION DESCRIPTION
 CK3131
 CK3131'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3131'5.3 KM (3.3 MI) SE FROM JACKSONBORO.
 CK3131'THE MARK IS 0.60 M BELOW TRACKS.
 CK3131'14.9 KILOMETERS (9.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3131'POST OFFICE IN RAVENEL TO THE JUNCTION OF COUNTY ROAD S-10-38 (PARKERS
 CK3131'FERRY), CONTINUE AHEAD 1.0 KILOMETER (0.6 MILE) SOUTHWEST ALONG U.S.
 CK3131'HIGHWAY 17, SET NEAR A 5-FOOT HIGH STEEL CONTROL BOX FOR THE RAILROAD
 CK3131'TRACKS, 61.4 METERS (201.3 FEET) WEST OF THE APPROXIMATE CENTER OF A
 CK3131'PAVED ROAD CROSSING THE RAILROAD TRACKS, 35.7 METERS (117.0 FEET)
 CK3131'SOUTH OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 17,
 CK3131'5.6 METERS (18.5 FEET) NORTH OF THE NORTH RAIL OF THE NORTH SET OF
 CK3131'TRACKS, 21.9 METERS (71.8 FEET) WEST-SOUTHWEST OF A POWER POLE,
 CK3131'1.2 METERS (4.0 FEET) EAST OF THE EAST FACE OF THE CONTROL BOX.
 CK3131'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 CK3131
 CK3131                          STATION RECOVERY (1985)
 CK3131
 CK3131'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 (GRH)
 CK3131'STATION IS LOCATED 5.1 KM (3.2 MI) EAST-SOUTHEAST OF JACKSONBORO,
 CK3131'1.0 KM (0.65 MI) WEST OF THE JUNCTION OF US HIGHWAY 17 AND COUNTY
 CK3131'ROAD S-10-38 IN THE PARKERS FERRY COMMUNITY, ON THE SOUTHSIDE OF
 CK3131'HIGHWAY 17, ON RAILROAD RIGHT-OF-WAY.  OWNERSHIP--SEABOARD COAST
 CK3131'LINE RAILROAD.
 CK3131'
 CK3131'TO REACH FROM THE JUNCTION OF HIGHWAY 17 AND S-10-38 IN THE PARKERS
 CK3131'FERRY COMMUNITY, GO WEST ON HIGHWAY 17 FOR 1.04 KM (0.65 MI) TO A
 CK3131'CROSSOVER FOR A PRIVATE ROAD LEADING SOUTH.  TURN LEFT, SOUTH,
 CK3131'CROSSING MEDIAN, THEN TURN RIGHT, WEST, ON GRASS STRIP BETWEEN THE
 CK3131'TRACK AND THE HIGHWAY FOR 63 METERS TO A RAILROAD SIGNAL BOX ON THE
 CK3131'LEFT AND THE STATION.
 CK3131'
 CK3131'STATION MARK, A SOUTH CAROLINA GEODETIC SURVEY ALL-PURPOSE DISK
 CK3131'STAMPED---VERT 10 305 1984---, SET IN THE TOP OF A ROUND CONCRETE
 CK3131'POST FLUSH WITH THE GROUND.  IT IS 5.6 METERS NORTH OF THE NORTH
 CK3131'RAIL OF THE DOUBLE TRACK, 0.5 METER WEST OF A METAL WITNESS POST,
 CK3131'0.6 METER EAST OF THE EAST END OF THE SIGNAL BOX, AND 62.8 METERS
 CK3131'WEST OF THE ROAD CROSSING.
 CK3131'
 CK3131'DO NOT USE ROAD ALONG TRACK - THIS IS AMTRAK ROUTE AND THEIR
 CK3131'EMERGENCY BEEPER WILL ACTIVATE.  STATION WAS OCCUPIED BY GPS.
 CK3131'DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK3131
 CK3131                          STATION RECOVERY (1987)
 CK3131
 CK3131'RECOVERED 1987
 CK3131'RECOVERED IN GOOD CONDITION.
 CK3131
 CK3131                          STATION RECOVERY (1990)
 CK3131
 CK3131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CK3131'THE STATION IS LOCATED ABOUT 6.91 KM (4.30 MI) NORTHWEST OF ADAMS RUN
 CK3131'AND 4.82 KM (3.00 MI) EAST-SOUTHEAST OF JACKSONBORO ON RAILROAD
 CK3131'RIGHT-OF-WAY.  OWNERSHIP--UNKNOWN.
 CK3131'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 17 (SAVANNAH
 CK3131'HIGHWAY) AND STATE HIGHWAY 174 IN OSBORNE, GO WEST ON US HIGHWAY 17
 CK3131'FOR 4.74 KM (2.95 MI) TO THE JUNCTION OF STATE ROAD 38 (PARKERS FERRY
 CK3131'ROAD), CONTINUE ON US HIGHWAY 17 FOR 1.04 KM (0.65 MI) TO A CROSSOVER
 CK3131'ROAD LEADING TO A RAILROAD CROSSING, TURN LEFT TO THE CROSSING, TURN
 CK3131'RIGHT AT CROSSING ALONG A SAND ROAD FOR 0.08 KM (0.05 MI) TO THE
 CK3131'STATION ON THE RIGHT NEAR A 6-FOOT HIGH METAL CONTROL BOX.
 CK3131'THE STATION IS A STANDARD SCGS SURVEY DISK SET IN THE TOP OF A
 CK3131'CONCRETE POST FLSUH TO THE GROUND AND 0.6 M (2.0 FT) BELOW RAILS.
 CK3131'LOCATED 36.08 M (118.4 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE
 CK3131'NORTHBOUND LANES OF US HIGHWAY 17, 22.0 M (72.2 FT) WEST-NORTHWEST OF
 CK3131'A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 5.66 M (18.6 FT)
 CK3131'NORTH-NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS,
 CK3131'1.18 M (3.9 FT) SOUTHEAST OF THE EAST CORNER OF THE METAL CONTROL BOX
 CK3131'AND 0.55 M (1.8 FT) EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 CK3131'DESCRIBED BY M.L.M.
 CK3131
 CK3131                          STATION RECOVERY (1991)
 CK3131
 CK3131'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3131'RECOVERED IN GOOD CONDITION.
 CK3131
 CK3131                          STATION RECOVERY (2005)
 CK3131
 CK3131'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3131'THE STATION IS LOCATED 2.8 MI (4.51 KM) EAST-SOUTHEAST OF JACKSONBORO,
 CK3131'27.8 MI (44.74 KM) WEST OF CHARLESTON.  OWNERSHIP--CSX RAILROAD
 CK3131'PROPERTY. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 17 (ACE
 CK3131'BASIN PARKWAY) AND STATE HIGHWAY 64 (CHARLESTON HIGHWAY) IN
 CK3131'JACKSONBORO, GO SOUTHEAST ON HIGHWAY 17 FOR 3.4 MI (5.47 KM) TO THE
 CK3131'JUNCTION OF A PAVED ROAD, TURN RIGHT ON THE PAVED ROAD FOR 0.05 MI
 CK3131'(0.08 KM) TO A RAILROAD CROSSING, PROCEED WEST ALONG THE RAILROAD
 CK3131'TRACKS FOR 0.05 MI (0.08 KM) TO THE STATION NEAR AN UNUSED CONCRETE
 CK3131'SIGNAL BASE. STATION IS A CONCRETE POST PROJECTING 0.1 FT (0.0 M) AND
 CK3131'2.0 FT (0.6 M) ABOVE THE TRACKS, 18.3 FT (5.6 M) NORTH NORTHEAST OF
 CK3131'THE NORTH RAIL, 56.6 FT (17.3 M) EAST SOUTHEAST OF A POWER POLE WITH A
 CK3131'SCGS REFERENCE WASHER ATTACHED, 72.0 FT (21.9 M) WEST NORTHWEST OF A
 CK3131'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 37.5 FT (11.4 M)
 CK3131'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE, 202.0 FT (61.6
 CK3131'M) WEST NORTHWEST OF THE CENTER OF THE PAVED ROAD, 1.8 FT (0.5 M) EAST
 CK3131'SOUTHEAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0576 ***********************************************************************
 CJ0576  DESIGNATION -  10 306
 CJ0576  PID         -  CJ0576
 CJ0576  STATE/COUNTY-  SC/CHARLESTON
 CJ0576  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0576
 CJ0576                         *CURRENT SURVEY CONTROL
 CJ0576  ___________________________________________________________________
 CJ0576* NAD 83(1986)-  32 50 40.     (N)    079 50 05.     (W)     SCALED    
 CJ0576* NAVD 88     -         5.725  (meters)      18.78   (feet)  ADJUSTED  
 CJ0576  ___________________________________________________________________
 CJ0576  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 CJ0576  DYNAMIC HT  -           5.718 (meters)      18.76  (feet)  COMP
 CJ0576  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CJ0576
 CJ0576  VERT ORDER  -  FIRST     CLASS II
 CJ0576
 CJ0576.The horizontal coordinates were scaled from a topographic map and have
 CJ0576.an estimated accuracy of +/- 6 seconds.
 CJ0576
 CJ0576.The orthometric height was determined by differential leveling
 CJ0576.and adjusted by the National Geodetic Survey in June 1991..
 CJ0576
 CJ0576.The geoid height was determined by GEOID03.
 CJ0576
 CJ0576.The dynamic height is computed by dividing the NAVD 88
 CJ0576.geopotential number by the normal gravity value computed on the
 CJ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0576.degrees latitude (g = 980.6199 gals.).
 CJ0576
 CJ0576.The modeled gravity was interpolated from observed gravity values.
 CJ0576
 CJ0576;                    North         East    Units  Estimated Accuracy
 CJ0576;SPC SC       -   112,750.      718,680.      MT  (+/- 180 meters Scaled)
 CJ0576
 CJ0576                          SUPERSEDED SURVEY CONTROL
 CJ0576
 CJ0576  NGVD 29 (03/21/89)    6.024  (m)           19.76   (f) ADJUSTED    1 2
 CJ0576
 CJ0576.Superseded values are not recommended for survey control.
 CJ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0576.See file dsdata.txt to determine how the superseded data were derived.
 CJ0576
 CJ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS090346(NAD 83)
 CJ0576_MARKER: DB = BENCH MARK DISK
 CJ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0576_SP_SET: CONCRETE POST
 CJ0576_STAMPING: VERT 10 306 1984
 CJ0576_MARK LOGO: SCGS  
 CJ0576_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0576
 CJ0576  HISTORY     - Date     Condition        Report By
 CJ0576  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0576  HISTORY     - 19970621 GOOD             USPSQD
 CJ0576
 CJ0576                          STATION DESCRIPTION
 CJ0576
 CJ0576'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0576'6.9 KM (4.3 MI) NE FROM MOUNT PLEASANT.
 CJ0576'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-10-216
 CJ0576'(FAIRMONT AVENUE) FROM THE POST OFFICE IN MOUNT PLEASANT, THENCE 3.5
 CJ0576'KILOMETERS (2.2 MILES) NORTHEASTERLY ALONG U.S. HIGHWAYS 17 AND 701
 CJ0576'BUSINESS, CONTINUE NORTHEAST ALONG U.S. HIGHWAY 17 FOR 4.6 KILOMETERS
 CJ0576'(2.85 MILES), THENCE 2.1 KILOMETERS (1.3 MILES) SOUTHWESTERLY ALONG
 CJ0576'COUNTY ROAD S-10-97 (LONG POINT ROAD), THENCE 0.1 KILOMETER (0.05
 CJ0576'MILE) NORTHWEST ALONG COUNTY ROAD S-10-1524 (SNOWDEN ROAD), SET NEAR A
 CJ0576'POWER POLE ON THE EAST SIDE OF A CEMETARY AT THE LONG POINT BAPTIST
 CJ0576'CHURCH, 1.0 METERS (3.3 FEET) NORTH-NORTHEAST OF THE POWER POLE,
 CJ0576'48.6 METERS (159.3 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF LONG
 CJ0576'POINT ROAD, 24.1 METERS (79.2 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST
 CJ0576'CORNER OF THE CHURCH, 9.6 METERS (31.5 FEET) EAST-NORTHEAST OF THE
 CJ0576'CENTERLINE OF SNOWDEN ROAD, 13.9 METERS (45.7 FEET) SOUTH-SOUTHEAST OF
 CJ0576'A FIRE HYDRANT, 10.5 METERS (34.5 FEET) NORTHWEST OF A HEADSTONE WITH
 CJ0576'THE MARKINGS OF REVEREND LAWRENCE ELLIS.
 CJ0576'THE MARK IS ABOVE LEVEL WITH CEMETARY.
 CJ0576
 CJ0576                          STATION RECOVERY (1997)
 CJ0576
 CJ0576'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4274 ***********************************************************************
 CK4274  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4274  DESIGNATION -  10 308
 CK4274  PID         -  CK4274
 CK4274  STATE/COUNTY-  SC/CHARLESTON
 CK4274  USGS QUAD   -  RAVENEL (1971)
 CK4274
 CK4274                         *CURRENT SURVEY CONTROL
 CK4274  ___________________________________________________________________
 CK4274* NAD 83(2001)-  32 47 16.32212(N)    080 08 43.09512(W)     ADJUSTED  
 CK4274* NAVD 88     -         3.86   (meters)      12.7    (feet)  GPS OBS   
 CK4274  ___________________________________________________________________
 CK4274  X           -     918,601.548 (meters)                     COMP
 CK4274  Y           -  -5,288,033.595 (meters)                     COMP
 CK4274  Z           -   3,434,188.745 (meters)                     COMP
 CK4274  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CK4274  ELLIP HEIGHT-         -28.81  (meters)          (10/16/03) GPS OBS
 CK4274  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 CK4274
 CK4274  HORZ ORDER  -  FIRST
 CK4274  ELLP ORDER  -  FOURTH    CLASS II
 CK4274
 CK4274.The horizontal coordinates were established by GPS observations
 CK4274.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 CK4274
 CK4274.The orthometric height was determined by GPS observations and a
 CK4274.high-resolution geoid model using precise GPS observation and
 CK4274.processing techniques.
 CK4274
 CK4274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4274
 CK4274.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4274
 CK4274.The ellipsoidal height was determined by GPS observations
 CK4274.and is referenced to NAD 83.
 CK4274
 CK4274.The geoid height was determined by GEOID03.
 CK4274
 CK4274;                    North         East     Units Scale Factor Converg.
 CK4274;SPC SC       -   106,190.303   689,656.627   MT  0.99991103   +0 28 25.8
 CK4274;SPC SC       -   348,393.38  2,262,652.98   iFT  0.99991103   +0 28 25.8
 CK4274;UTM  17      - 3,628,093.565   580,033.874   MT  0.99967898   +0 27 46.3
 CK4274
 CK4274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4274!SPC SC       -   1.00000452  x   0.99991103  =   0.99991555
 CK4274!UTM  17      -   1.00000452  x   0.99967898  =   0.99968350
 CK4274
 CK4274                          SUPERSEDED SURVEY CONTROL
 CK4274
 CK4274  NAD 83(1995)-  32 47 16.32256(N)    080 08 43.09456(W) AD(       ) 1
 CK4274  ELLIP H (12/20/99)  -28.81   (m)                       GP(       ) 4 1
 CK4274  NAD 83(1986)-  32 47 16.33025(N)    080 08 43.09798(W) AD(       ) 1
 CK4274  NAD 83(1986)-  32 47 16.32948(N)    080 08 43.09821(W) AD(       ) 1
 CK4274  NAD 27      -  32 47 15.71031(N)    080 08 43.76165(W) AD(       ) 1
 CK4274  NGVD 29 (10/12/88)    4.2    (m)           14.     (f) GPS OBS        
 CK4274
 CK4274.Superseded values are not recommended for survey control.
 CK4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4274.See file dsdata.txt to determine how the superseded data were derived.
 CK4274
 CK4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8003428094(NAD 83)
 CK4274_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4274_SP_SET: CONCRETE POST
 CK4274_STAMPING: 10 308 1985
 CK4274_MARK LOGO: NGS   
 CK4274_PROJECTION: RECESSED 15 CENTIMETERS
 CK4274_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4274+STABILITY: SURFACE MOTION
 CK4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4274+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 CK4274
 CK4274  HISTORY     - Date     Condition        Report By
 CK4274  HISTORY     - 1985     MONUMENTED       NGS
 CK4274  HISTORY     - 1985     GOOD             NGS
 CK4274  HISTORY     - 19870320 GOOD
 CK4274  HISTORY     - 19910424 GOOD             SCGS
 CK4274  HISTORY     - 19910606 GOOD             USPSQD
 CK4274  HISTORY     - 20010331 GOOD             NGS
 CK4274  HISTORY     - 20011210 GOOD             NGS
 CK4274  HISTORY     - 20020903 GOOD             SCGS
 CK4274
 CK4274                          STATION DESCRIPTION
 CK4274
 CK4274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4274'STATION IS LOCATED 9.4 KM (5.8 MI) EAST-NORTHEAST OF RAVENEL, 0.6
 CK4274'KM (0.4 MI) NORTHEAST OF THE JUNCTION OF US HIGHWAY 17 AND STATE
 CK4274'HIGHWAY 162 AT RANTOWLES, IN THE GRASS MEDIAN OF HIGHWAY 17, ON THE
 CK4274'NORTH SIDE OF WALLACE CREEK.
 CK4274'
 CK4274'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 162 IN RANTOWLES, GO
 CK4274'NORTHEAST ON HIGHWAY 17 FOR 0.62 KM (0.4 MI) TO THE NORTH END OF
 CK4274'THE BRIDGE OVER WALLACE CREEK AND THE MARK ON THE LEFT.
 CK4274'
 CK4274'STATION MARKS ARE STANDARD NGS DISKS STAMPED---10 308 1985---.
 CK4274'IT IS 5 CM BELOW GROUND, 1.9 METERS NORTHWEST OF A GUARDRAIL, 2.5
 CK4274'METERS NORTH OF THE NORTHWEST CORNER OF THE BRIDGE SUPPORTING THE
 CK4274'NORTHBOUND LANES, AND 13.4 METERS EAST-SOUTHEAST OF THE NORTHEAST
 CK4274'CORNER OF THE BRIDGE SUPPORTING THE SOUTHBOUND LANES.  UNDERGROUND
 CK4274'MARK IS 1.2 METERS BELOW THE SURFACE.
 CK4274'
 CK4274'EXCELLENT GPS STATION.  STATION WAS OCCUPIED BY GPS.  DESCRIBED BY
 CK4274'G.R. HEID, TYPED BY SCGS.
 CK4274
 CK4274                          STATION RECOVERY (1985)
 CK4274
 CK4274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4274'RECOVERED IN GOOD CONDITION.
 CK4274
 CK4274                          STATION RECOVERY (1987)
 CK4274
 CK4274'RECOVERED 1987
 CK4274'RECOVERED IN GOOD CONDITION.
 CK4274
 CK4274                          STATION RECOVERY (1991)
 CK4274
 CK4274'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4274'STATION IS LOCATED 5.75 MILES (9.25 KM) EAST NORTHEAST OF RAVENEL, 6.8
 CK4274'MILES (10.9 KM) NORTHEAST OF HOLLYWOOD.  OWNERSHIP--SCDHPT, DIRECTOR
 CK4274'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4274'803-737-1350.
 CK4274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4274'HIGHWAY 162 (5.5 MILES EAST NORTHEAST OF RAVENEL), GO NORTHEAST ON
 CK4274'HIGHWAY 17 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE LEFT BEHIND A
 CK4274'GUARD RAIL IN THE MEDIAN NEAR THE NORTH CORNER OF THE NORTHBOUND
 CK4274'BRIDGE OVER WALLACE CREEK.
 CK4274'STATION IS A CONCRETE POST RECESSED 7-INCHES AND 1.0 FOOT (0.3 M)
 CK4274'BELOW THE NORTHBOUND LANES OF THE HIGHWAY, 65.2 FEET (19.9 M) EAST
 CK4274'SOUTHEAST OF THE SOUTHBOND LANES OF THE HIGHWAY, 20.1 FEET (6.1 M)
 CK4274'WEST NORTHWEST OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.7 FEET
 CK4274'(2.3 M) NORTH OF THE NORTH CORNER OF THE BRIDGE, 10.4 FEET (3.2 M)
 CK4274'WEST SOUTHWEST OF A WITNESS POST.
 CK4274
 CK4274                          STATION RECOVERY (1991)
 CK4274
 CK4274'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CK4274'RECOVERED IN GOOD CONDITION.
 CK4274
 CK4274                          STATION RECOVERY (2001)
 CK4274
 CK4274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK4274
 CK4274                          STATION RECOVERY (2001)
 CK4274
 CK4274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK4274
 CK4274                          STATION RECOVERY (2002)
 CK4274
 CK4274'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK4274'STATION IS LOCATED 6.35 MILES EAST NORTHEAST OF RAVENEL, 12.5 MILES
 CK4274'WEST OF
 CK4274'CHARLESTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK4274'191,
 CK4274'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4274'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 AND U.S.
 CK4274'HIGHWAY 17 (6.05
 CK4274'MILES EAST NORTHEAST OF RAVENEL, GO NORTHEAST ON HIGHWAY 17 FOR 0.4
 CK4274'MILE TO THE
 CK4274'STATION ON THE LEFT IN THE MEDIAN BETWEEN THE NORTH AND SOUTHBOUND
 CK4274'BRIDGES OVER
 CK4274'WALLACE RIVER AND NEAR THE NORTH END OF THE BRIDGE OF THE NORTHBOUND
 CK4274'LANES OF THE
 CK4274'HIGHWAY.
 CK4274'STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND 0.5 FOOT BELOW THE
 CK4274'HIGHWAY, 7.6 FEET
 CK4274'NORTH OF THE NORTH END OF THE WING WALL OF THE BRIDGE, 20.0 FEET WEST
 CK4274'NORTHWEST OF
 CK4274'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 6.4 FEET WEST
 CK4274'NORTHWEST OF THE
 CK4274'METAL GUARDRAIL, 2.4 FEET WEST NORTHWEST OF A WITNESS POST.
 CK4274'RECOVERED BY T. HALL.
 CK4274' 
 CK4274' 
 CK4274' 
 CK4274'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4275 ***********************************************************************
 CK4275  DESIGNATION -  10 309
 CK4275  PID         -  CK4275
 CK4275  STATE/COUNTY-  SC/CHARLESTON
 CK4275  USGS QUAD   -  RAVENEL (1971)
 CK4275
 CK4275                         *CURRENT SURVEY CONTROL
 CK4275  ___________________________________________________________________
 CK4275* NAD 83(2001)-  32 46 48.72751(N)    080 10 51.98946(W)     ADJUSTED  
 CK4275* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 CK4275  ___________________________________________________________________
 CK4275  X           -     915,375.247 (meters)                     COMP
 CK4275  Y           -  -5,289,059.338 (meters)                     COMP
 CK4275  Z           -   3,433,473.553 (meters)                     COMP
 CK4275  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 CK4275  ELLIP HEIGHT-         -29.78  (meters)          (12/20/99) GPS OBS
 CK4275  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 CK4275
 CK4275  HORZ ORDER  -  FIRST
 CK4275  ELLP ORDER  -  FOURTH    CLASS I
 CK4275
 CK4275.The horizontal coordinates were established by GPS observations
 CK4275.and adjusted by the National Geodetic Survey in March 2004..
 CK4275
 CK4275.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4275
 CK4275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4275
 CK4275.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4275
 CK4275.The ellipsoidal height was determined by GPS observations
 CK4275.and is referenced to NAD 83.
 CK4275
 CK4275.The geoid height was determined by GEOID03.
 CK4275
 CK4275;                    North         East     Units Scale Factor Converg.
 CK4275;SPC SC       -   105,313.179   686,309.789   MT  0.99991308   +0 27 14.4
 CK4275;SPC SC       -   345,515.68  2,251,672.54   iFT  0.99991308   +0 27 14.4
 CK4275;UTM  17      - 3,627,217.277   576,687.662   MT  0.99967251   +0 26 36.2
 CK4275
 CK4275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4275!SPC SC       -   1.00000468  x   0.99991308  =   0.99991776
 CK4275!UTM  17      -   1.00000468  x   0.99967251  =   0.99967718
 CK4275
 CK4275                          SUPERSEDED SURVEY CONTROL
 CK4275
 CK4275  NAD 83(1995)-  32 46 48.72802(N)    080 10 51.98935(W) AD(       ) 1
 CK4275  NAD 83(1986)-  32 46 48.73575(N)    080 10 51.99307(W) AD(       ) 1
 CK4275  NAD 83(1986)-  32 46 48.73502(N)    080 10 51.99366(W) AD(       ) 1
 CK4275  NAD 27      -  32 46 48.11517(N)    080 10 52.65674(W) AD(       ) 1
 CK4275  NGVD 29 (10/12/88)    3.1    (m)           10.     (f) GPS OBS        
 CK4275
 CK4275.Superseded values are not recommended for survey control.
 CK4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4275.See file dsdata.txt to determine how the superseded data were derived.
 CK4275
 CK4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7668827217(NAD 83)
 CK4275_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4275_SP_SET: CONCRETE POST
 CK4275_STAMPING: 10 309 1985
 CK4275_MARK LOGO: NGS   
 CK4275_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4275+STABILITY: SURFACE MOTION
 CK4275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4275+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1991
 CK4275
 CK4275  HISTORY     - Date     Condition        Report By
 CK4275  HISTORY     - 1985     MONUMENTED       NGS
 CK4275  HISTORY     - 1985     GOOD             NGS
 CK4275  HISTORY     - 19870320 GOOD
 CK4275  HISTORY     - 19910408 GOOD             SCGS
 CK4275  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK4275  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK4275
 CK4275                          STATION DESCRIPTION
 CK4275
 CK4275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4275'STATION IS LOCATED 5.1 KM (3.2 MI) EAST-NORTHEAST OF RAVENEL, 3.1
 CK4275'KM (1.9 MI) WEST OF THE JUNCTION OF US HIGHWAY 17 AND STATE
 CK4275'HIGHWAY 162 AT RANTOWLES, IN THE MEDIAN OF HIGHWAY 17, ON THE WEST
 CK4275'SIDE OF AN UNNAMED CREEK.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF
 CK4275'HIGHWAYS.
 CK4275'
 CK4275'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 162 AT RANTOWLES, GO
 CK4275'WEST ON HIGHWAY 17 FOR 3.12 KM (1.95 MI) TO THE WEST END OF A
 CK4275'CONCRETE BRIDGE AND THE MARK ON THE LEFT.
 CK4275'
 CK4275'STATION MARK, A STANDARD NGS STATION DISK STAMPED---10 309 1985---,
 CK4275'IS SET IN THE TOP OF A ROUND CONCRETE POST 10 CM BELOW GROUND.  IT
 CK4275'IS 7.3 METERS SOUTH OF THE CENTER OF THE WESTBOUND LANES, 2.1
 CK4275'METERS SOUTHWEST OF THE SOUTHWEST CORNER OF THE WESTBOUND BRIDGE,
 CK4275'1.5 METERS WEST OF THE SOUTH END OF THE BRIDGE ABUTMENT, AND 9.5
 CK4275'METERS NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE EASTBOUND
 CK4275'BRIDGE.
 CK4275'
 CK4275'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4275
 CK4275                          STATION RECOVERY (1985)
 CK4275
 CK4275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4275'RECOVERED IN GOOD CONDITION.
 CK4275
 CK4275                          STATION RECOVERY (1987)
 CK4275
 CK4275'RECOVERED 1987
 CK4275'RECOVERED IN GOOD CONDITION.
 CK4275
 CK4275                          STATION RECOVERY (1991)
 CK4275
 CK4275'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4275'STATION IS LOCATED 5.1 KM (3.2 MI) EAST-NORTHEAST OF RAVENEL, 3.1
 CK4275'KM (1.9 MI) WEST OF THE JUNCTION OF US HIGHWAY 17 AND STATE
 CK4275'HIGHWAY 162 AT RANTOWLES, IN THE MEDIAN OF HIGHWAY 17, ON THE WEST
 CK4275'SIDE OF AN UNNAMED CREEK.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF
 CK4275'HIGHWAYS.
 CK4275'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 162 AT RANTOWLES, GO
 CK4275'WEST ON HIGHWAY 17 FOR 3.12 KM (1.95 MI) TO THE WEST END OF A
 CK4275'CONCRETE BRIDGE AND THE MARK ON THE LEFT.
 CK4275'STATION MARK, A STANDARD NGS STATION DISK STAMPED---10 309 1985---,
 CK4275'IS SET IN THE TOP OF A ROUND CONCRETE POST 10 CM BELOW GROUND.  IT
 CK4275'IS 7.3 METERS SOUTH OF THE CENTER OF THE WESTBOUND LANES, 2.1
 CK4275'METERS SOUTHWEST OF THE SOUTHWEST CORNER OF THE WESTBOUND BRIDGE,
 CK4275'1.5 METERS WEST OF THE SOUTH END OF THE BRIDGE ABUTMENT, AND 9.5
 CK4275'METERS NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE EASTBOUND
 CK4275'BRIDGE.
 CK4275
 CK4275                          STATION RECOVERY (2001)
 CK4275
 CK4275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4275'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK4275
 CK4275                          STATION RECOVERY (2001)
 CK4275
 CK4275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4275'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4276 ***********************************************************************
 CK4276  DESIGNATION -  10 310
 CK4276  PID         -  CK4276
 CK4276  STATE/COUNTY-  SC/CHARLESTON
 CK4276  USGS QUAD   -  RAVENEL (1971)
 CK4276
 CK4276                         *CURRENT SURVEY CONTROL
 CK4276  ___________________________________________________________________
 CK4276* NAD 83(2001)-  32 46 00.82283(N)    080 13 04.68052(W)     ADJUSTED  
 CK4276* NAVD 88     -         9.6    (meters)      31.     (feet)  VERTCON   
 CK4276  ___________________________________________________________________
 CK4276  X           -     912,109.292 (meters)                     COMP
 CK4276  Y           -  -5,290,440.054 (meters)                     COMP
 CK4276  Z           -   3,432,236.469 (meters)                     COMP
 CK4276  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 CK4276  ELLIP HEIGHT-         -22.88  (meters)          (12/20/99) GPS OBS
 CK4276  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 CK4276
 CK4276  HORZ ORDER  -  FIRST
 CK4276  ELLP ORDER  -  FOURTH    CLASS I
 CK4276
 CK4276.The horizontal coordinates were established by GPS observations
 CK4276.and adjusted by the National Geodetic Survey in March 2004..
 CK4276
 CK4276.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4276
 CK4276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4276
 CK4276.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4276
 CK4276.The ellipsoidal height was determined by GPS observations
 CK4276.and is referenced to NAD 83.
 CK4276
 CK4276.The geoid height was determined by GEOID03.
 CK4276
 CK4276;                    North         East     Units Scale Factor Converg.
 CK4276;SPC SC       -   103,810.868   682,868.286   MT  0.99991668   +0 26 00.8
 CK4276;SPC SC       -   340,586.84  2,240,381.52   iFT  0.99991668   +0 26 00.8
 CK4276;UTM  17      - 3,625,715.963   573,246.730   MT  0.99966615   +0 25 23.8
 CK4276
 CK4276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4276!SPC SC       -   1.00000359  x   0.99991668  =   0.99992027
 CK4276!UTM  17      -   1.00000359  x   0.99966615  =   0.99966974
 CK4276
 CK4276                          SUPERSEDED SURVEY CONTROL
 CK4276
 CK4276  NAD 83(1995)-  32 46 00.82344(N)    080 13 04.68099(W) AD(       ) 1
 CK4276  NAD 83(1986)-  32 46 00.83103(N)    080 13 04.68472(W) AD(       ) 1
 CK4276  NAD 27      -  32 46 00.20316(N)    080 13 05.33800(W) AD(       ) 1
 CK4276  NGVD 29 (10/12/88)    9.9    (m)           32.     (f) GPS OBS        
 CK4276
 CK4276.Superseded values are not recommended for survey control.
 CK4276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4276.See file dsdata.txt to determine how the superseded data were derived.
 CK4276
 CK4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7324725716(NAD 83)
 CK4276_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4276_SP_SET: CONCRETE POST
 CK4276_STAMPING: 10 310 1985
 CK4276_MARK LOGO: NGS   
 CK4276_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4276+STABILITY: SURFACE MOTION
 CK4276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4276+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 CK4276
 CK4276  HISTORY     - Date     Condition        Report By
 CK4276  HISTORY     - 1985     MONUMENTED       NGS
 CK4276  HISTORY     - 1985     GOOD             NGS
 CK4276  HISTORY     - 19870320 GOOD
 CK4276  HISTORY     - 19910520 GOOD             SCGS
 CK4276
 CK4276                          STATION DESCRIPTION
 CK4276
 CK4276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4276'STATION IS LOCATED AT THE EAST EDGE OF RAVENEL, 3.0 KM (1.9 MI)
 CK4276'SOUTHEAST OF THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY 165,
 CK4276'2.1 KM (1.3 MI) EAST OF THE RAVENEL RAILROAD STATION, AT A ROAD
 CK4276'CROSSING OF THE TRACKS, AT THE ST. MARKS CHURCH.  OWNERSHIP--TOWN
 CK4276'OF RAVENEL.
 CK4276'
 CK4276'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 165 IN RAVENEL, GO
 CK4276'SOUTH ON HIGHWAY 165 FOR 1.46 KM (0.9 MI) TO ITS JUNCTION WITH THE
 CK4276'RAILROAD TRACKS.  CROSS TRACKS, THEN TURN LEFT, EAST, ON THE PAVED
 CK4276'STREET FOR 2.1 KM (1.3 MI) TO A T-ROAD AT THE CHURCH AND THE MARK
 CK4276'ON THE LEFT AT THE RAILROAD SIGNAL.
 CK4276'
 CK4276'STATION MARKS ARE  STANDARD NGS STATION DISKS
 CK4276'STAMPED---10 310 1985---,
 CK4276'IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CK4276'IT IS 7.9 METERS SOUTH OF THE SOUTH RAIL OF THE TWO TRACKS, 3.9
 CK4276'METERS SOUTH OF THE RAILROAD CROSSING GATE POLE, 5.2 METERS EAST OF
 CK4276'THE PAVED ROAD CENTER, 2.2 METERS NORTH-NORTHWEST OF THE SOUTH END
 CK4276'OF A CONCRETE CURB, AND 24.0 METERS NORTHWEST OF THE NORTHWEST
 CK4276'CORNER OF THE OLD CHURCH BUILDING.
 CK4276'
 CK4276'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4276
 CK4276                          STATION RECOVERY (1985)
 CK4276
 CK4276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4276'RECOVERED IN GOOD CONDITION.
 CK4276
 CK4276                          STATION RECOVERY (1987)
 CK4276
 CK4276'RECOVERED 1987
 CK4276'RECOVERED IN GOOD CONDITION.
 CK4276
 CK4276                          STATION RECOVERY (1991)
 CK4276
 CK4276'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4277 ***********************************************************************
 CK4277  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4277  DESIGNATION -  10 311
 CK4277  PID         -  CK4277
 CK4277  STATE/COUNTY-  SC/CHARLESTON
 CK4277  USGS QUAD   -  OSBORN (1979)
 CK4277
 CK4277                         *CURRENT SURVEY CONTROL
 CK4277  ___________________________________________________________________
 CK4277* NAD 83(2001)-  32 45 22.49664(N)    080 21 32.78100(W)     ADJUSTED  
 CK4277* NAVD 88     -         9.70   (meters)      31.8    (feet)  GPS OBS   
 CK4277  ___________________________________________________________________
 CK4277  X           -     899,181.431 (meters)                     COMP
 CK4277  Y           -  -5,293,301.017 (meters)                     COMP
 CK4277  Z           -   3,431,243.814 (meters)                     COMP
 CK4277  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CK4277  ELLIP HEIGHT-         -22.52  (meters)          (05/04/06) GPS OBS
 CK4277  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 CK4277
 CK4277  HORZ ORDER  -  FIRST
 CK4277  ELLP ORDER  -  FOURTH    CLASS II
 CK4277
 CK4277.The horizontal coordinates were established by GPS observations
 CK4277.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4277
 CK4277.The orthometric height was determined by GPS observations and a
 CK4277.high-resolution geoid model using precise GPS observation and
 CK4277.processing techniques.
 CK4277
 CK4277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4277
 CK4277.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4277
 CK4277.The ellipsoidal height was determined by GPS observations
 CK4277.and is referenced to NAD 83.
 CK4277
 CK4277.The geoid height was determined by GEOID03.
 CK4277
 CK4277;                    North         East     Units Scale Factor Converg.
 CK4277;SPC SC       -   102,539.294   669,652.553   MT  0.99991959   +0 21 19.1
 CK4277;SPC SC       -   336,415.01  2,197,022.81   iFT  0.99991959   +0 21 19.1
 CK4277;UTM  17      - 3,624,446.895   560,034.267   MT  0.99964444   +0 20 48.4
 CK4277
 CK4277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4277!SPC SC       -   1.00000354  x   0.99991959  =   0.99992313
 CK4277!UTM  17      -   1.00000354  x   0.99964444  =   0.99964797
 CK4277
 CK4277                          SUPERSEDED SURVEY CONTROL
 CK4277
 CK4277  NAD 83(2001)-  32 45 22.49756(N)    080 21 32.78093(W) AD(       ) 1
 CK4277  NAD 83(1995)-  32 45 22.49668(N)    080 21 32.78015(W) AD(       ) 1
 CK4277  ELLIP H (12/20/99)  -22.50   (m)                       GP(       ) 4 1
 CK4277  NAD 83(1986)-  32 45 22.50698(N)    080 21 32.78463(W) AD(       ) 1
 CK4277  NAD 27      -  32 45 21.87021(N)    080 21 33.42024(W) AD(       ) 1
 CK4277  NGVD 29 (10/12/88)   10.0    (m)           33.     (f) GPS OBS        
 CK4277
 CK4277.Superseded values are not recommended for survey control.
 CK4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4277.See file dsdata.txt to determine how the superseded data were derived.
 CK4277
 CK4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6003424447(NAD 83)
 CK4277_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4277_SP_SET: CONCRETE POST
 CK4277_STAMPING: 10 311 1985
 CK4277_MARK LOGO: NGS   
 CK4277_PROJECTION: RECESSED 15 CENTIMETERS
 CK4277_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4277+STABILITY: SURFACE MOTION
 CK4277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4277+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 CK4277
 CK4277  HISTORY     - Date     Condition        Report By
 CK4277  HISTORY     - 1985     MONUMENTED       NGS
 CK4277  HISTORY     - 1985     GOOD             NGS
 CK4277  HISTORY     - 19870309 GOOD
 CK4277  HISTORY     - 19910519 GOOD             SCGS
 CK4277  HISTORY     - 20050719 GOOD             SCGS
 CK4277
 CK4277                          STATION DESCRIPTION
 CK4277
 CK4277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4277'STATION IS LOCATED 9.5 KM (5.9 MI) EAST OF JACKSONBORO, 1.3 KM (0.8
 CK4277'MI) WEST OF THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY 174 IN
 CK4277'THE OSBORNE COMMUNITY, 4.0 KM (2.5 MI) NORTH-NORTHWEST OF ADAMS
 CK4277'RUN, IN THE MEDIAN OF HIGHWAY 17, ON A LOW RISE AT A POINT WHERE
 CK4277'THE MEDIAN CHANGES FROM GRASS TO PAVEMENT.
 CK4277'
 CK4277'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 174 IN THE OSBORNE
 CK4277'COMMUNITY, GO WEST ON HIGHWAY 17 FOR 1.22 KM (0.75 MI) TO HIGH
 CK4277'GROUND AND THE START OF THE GRASS MEDIAN AND THE STATION ON THE
 CK4277'LEFT.
 CK4277'
 CK4277'STATION MARK, A STANDARD NGS STATION DISK STAMPED---10 311 1985---,
 CK4277'IS SET IN THE TOP OF A ROUND CONCRETE POST 10 CM BELOW GROUND.  IT
 CK4277'IS 5.6 METERS WEST OF THE EAST END OF THE GRASS MEDIAN, 6.0 METERS
 CK4277'SOUTH OF THE CENTER OF THE WESTBOUND LANES, AND 6.0 METERS NORTH OF
 CK4277'THE CENTER OF THE EASTBOUND LANES.  THE UNDERGROUND MARK IS 1.1
 CK4277'METERS BELOW GROUND.
 CK4277'
 CK4277'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4277
 CK4277                          STATION RECOVERY (1985)
 CK4277
 CK4277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4277'RECOVERED IN GOOD CONDITION.
 CK4277
 CK4277                          STATION RECOVERY (1987)
 CK4277
 CK4277'RECOVERED 1987
 CK4277'RECOVERED IN GOOD CONDITION.
 CK4277
 CK4277                          STATION RECOVERY (1991)
 CK4277
 CK4277'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4277'RECOVERED IN GOOD CONDITION.
 CK4277
 CK4277                          STATION RECOVERY (2005)
 CK4277
 CK4277'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4277'THE STATION IS LOCATED 2.7 MI (4.35 KM) NORTH-NORTHWEST OF ADAMS RUN,
 CK4277'25.0 MI (40.23 KM) WEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4277'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4277'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK4277'PARKWAY) AND STATE HIGHWAY 174, 2.5 MI (284.05 KM) NORTH OF ADAMS RUN,
 CK4277'GO WEST ON HIGHWAY 17 FOR 0.75 MI (1.21 KM) TO THE STATION SET NEAR
 CK4277'THE END OF THE GRASSY MEDIAN. STATION IS A CONCRETE POST RECESSED 0.5
 CK4277'FT (0.2 M) AND 0.5 FT (0.2 M) BELOW THE HIGHWAY, 19.4 FT (5.9 M) SOUTH
 CK4277'SOUTHWEST OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, 18.8
 CK4277'FT (5.7 M) NORTH NORTHEAST OF THE CENTER OF THE EAST BOUND LANES OF
 CK4277'THE HIGHWAY, 24.0 FT (7.3 M) WEST OF THE EAST END OF THE GRASSY
 CK4277'MEDIAN, 16.9 FT (5.2 M) WEST OF A WITNESS POST. RECOVERED BY R.P.
 CK4277'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4278 ***********************************************************************
 CK4278  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4278  DESIGNATION -  10 312
 CK4278  PID         -  CK4278
 CK4278  STATE/COUNTY-  SC/CHARLESTON
 CK4278  USGS QUAD   -  JACKSONBORO (1979)
 CK4278
 CK4278                         *CURRENT SURVEY CONTROL
 CK4278  ___________________________________________________________________
 CK4278* NAD 83(2001)-  32 45 32.95825(N)    080 23 46.71821(W)     ADJUSTED  
 CK4278* NAVD 88     -         5.53   (meters)      18.1    (feet)  GPS OBS   
 CK4278  ___________________________________________________________________
 CK4278  X           -     895,714.393 (meters)                     COMP
 CK4278  Y           -  -5,293,708.455 (meters)                     COMP
 CK4278  Z           -   3,431,512.623 (meters)                     COMP
 CK4278  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CK4278  ELLIP HEIGHT-         -26.61  (meters)          (05/04/06) GPS OBS
 CK4278  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 CK4278
 CK4278  HORZ ORDER  -  FIRST
 CK4278  ELLP ORDER  -  FOURTH    CLASS II
 CK4278
 CK4278.The horizontal coordinates were established by GPS observations
 CK4278.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4278
 CK4278.The orthometric height was determined by GPS observations and a
 CK4278.high-resolution geoid model using precise GPS observation and
 CK4278.processing techniques.
 CK4278
 CK4278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4278
 CK4278.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4278
 CK4278.The ellipsoidal height was determined by GPS observations
 CK4278.and is referenced to NAD 83.
 CK4278
 CK4278.The geoid height was determined by GEOID03.
 CK4278
 CK4278;                    North         East     Units Scale Factor Converg.
 CK4278;SPC SC       -   102,840.547   666,164.579   MT  0.99991879   +0 20 04.9
 CK4278;SPC SC       -   337,403.37  2,185,579.33   iFT  0.99991879   +0 20 04.9
 CK4278;UTM  17      - 3,624,748.568   556,547.304   MT  0.99963943   +0 19 36.0
 CK4278
 CK4278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4278!SPC SC       -   1.00000418  x   0.99991879  =   0.99992297
 CK4278!UTM  17      -   1.00000418  x   0.99963943  =   0.99964361
 CK4278
 CK4278                          SUPERSEDED SURVEY CONTROL
 CK4278
 CK4278  NAD 83(2001)-  32 45 32.95921(N)    080 23 46.71894(W) AD(       ) 1
 CK4278  NAD 83(1995)-  32 45 32.95895(N)    080 23 46.71850(W) AD(       ) 1
 CK4278  ELLIP H (12/20/99)  -26.58   (m)                       GP(       ) 4 1
 CK4278  NAD 83(1986)-  32 45 32.96853(N)    080 23 46.72289(W) AD(       ) 1
 CK4278  NAD 27      -  32 45 32.33148(N)    080 23 47.35727(W) AD(       ) 1
 CK4278  NGVD 29 (10/12/88)    5.8    (m)           19.     (f) GPS OBS        
 CK4278
 CK4278.Superseded values are not recommended for survey control.
 CK4278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4278.See file dsdata.txt to determine how the superseded data were derived.
 CK4278
 CK4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5654724749(NAD 83)
 CK4278_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4278_SP_SET: CONCRETE POST
 CK4278_STAMPING: 10 312 1985
 CK4278_MARK LOGO: NGS   
 CK4278_PROJECTION: RECESSED 15 CENTIMETERS
 CK4278_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4278+STABILITY: SURFACE MOTION
 CK4278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4278+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 CK4278
 CK4278  HISTORY     - Date     Condition        Report By
 CK4278  HISTORY     - 1985     MONUMENTED       NGS
 CK4278  HISTORY     - 1985     GOOD             NGS
 CK4278  HISTORY     - 19870309 GOOD
 CK4278  HISTORY     - 19910516 GOOD             SCGS
 CK4278  HISTORY     - 20050719 GOOD             SCGS
 CK4278
 CK4278                          STATION DESCRIPTION
 CK4278
 CK4278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4278'STATION IS LOCATED 6.1 KM (3.8 MI) EAST-SOUTHEAST OF JACKSONBORO,
 CK4278'AT THE JUNCTION OF US HIGHWAY 17 AND COUNTY ROAD S-10-38 IN THE
 CK4278'PARKERS FERRY COMMUNITY, ON RAILROAD RIGHT-OF-WAY.
 CK4278'OWNERSHIP--SEABOARD COAST LINE RAILROAD.
 CK4278'
 CK4278'TO REACH THE STATION, GO TO THE JUNCTION OF US HIGHWAY 17 AND
 CK4278'COUNTY ROAD S-10-38 IN THE PARKERS FERRY COMMUNITY, ON RAILROAD
 CK4278'RIGHT-OF-WAY.
 CK4278'
 CK4278'STATION MARK, A STANDARD NGS STATION DISK STAMPED---10 312 1985---,
 CK4278'IS SET IN THE TOP OF A ROUND CONCRETE POST 5 CM BELOW GROUND.  IT
 CK4278'IS 10.0 METERS WEST OF THE CENTER OF S-10-38, 15.5 METERS
 CK4278'EAST-SOUTHEAST OF THE FIRST UTILITY POLE WEST OF THE ROAD CROSSING,
 CK4278'4.6 METERS WEST OF A RAILROAD SIGNAL CROSSING GATE, AND 4.3 METERS
 CK4278'NORTH OF THE NORTH RAIL OF THE DOUBLE TRACK.
 CK4278'
 CK4278'DO NOT PARK ALONG SIDE OF TRACK. THIS IS AN AMTRAK ROUTE.  PARK
 CK4278'AWAY FROM TRACK.  STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R.
 CK4278'HEID, TYPED BY SCGS.
 CK4278
 CK4278                          STATION RECOVERY (1985)
 CK4278
 CK4278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4278'RECOVERED IN GOOD CONDITION.
 CK4278
 CK4278                          STATION RECOVERY (1987)
 CK4278
 CK4278'RECOVERED 1987
 CK4278'RECOVERED IN GOOD CONDITION.
 CK4278
 CK4278                          STATION RECOVERY (1991)
 CK4278
 CK4278'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4278'RECOVERED IN GOOD CONDITION.
 CK4278
 CK4278                          STATION RECOVERY (2005)
 CK4278
 CK4278'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4278'THE STATION IS LOCATED 4.0 MI (6.44 KM) NORTHWEST OF ADAMS RUN, 27.1
 CK4278'MI (43.61 KM) WEST OF CHARLESTON.  OWNERSHIP--CSX RAILROAD PROPERTY.
 CK4278'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK4278'PARKWAY) AND STATE HIGHWAY 174, 2.5 MI (284.05 KM) NORTH OF ADAMS RUN,
 CK4278'GO WEST ON HIGHWAY 17 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF STATE
 CK4278'ROAD 38 (PARKERS FERRY ROAD), TURN LEFT ON ROAD 38 FOR 0.05 MI (0.08
 CK4278'KM) TO THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF A RAILROAD
 CK4278'CROSSING. STATION IS A CONCRETE POST RECESSED 0.5 FT (0.2 M) AND 1.5
 CK4278'FT (0.5 M) BELOW THE TRACKS, 32.1 FT (9.8 M) WEST OF THE CENTER OF THE
 CK4278'ROAD, 13.7 FT (4.2 M) NORTH NORTHEAST OF THE NORTH RAIL, 50.5 FT (15.4
 CK4278'M) EAST SOUTHEAST OF THE POWER POLE WITH A SCGS REFERENCE WASHER
 CK4278'ATTACHED, 14.5 FT (4.4 M) WEST NORTHWEST OF RAILROAD CROSSING ARM
 CK4278'POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4280 ***********************************************************************
 CK4280  DESIGNATION -  10 315
 CK4280  PID         -  CK4280
 CK4280  STATE/COUNTY-  SC/CHARLESTON
 CK4280  USGS QUAD   -  FENWICK (1960)
 CK4280
 CK4280                         *CURRENT SURVEY CONTROL
 CK4280  ___________________________________________________________________
 CK4280* NAD 83(2001)-  32 40 01.90218(N)    080 24 24.68302(W)     ADJUSTED  
 CK4280* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 CK4280  ___________________________________________________________________
 CK4280  X           -     895,658.214 (meters)                     COMP
 CK4280  Y           -  -5,299,305.842 (meters)                     COMP
 CK4280  Z           -   3,422,930.770 (meters)                     COMP
 CK4280  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CK4280  ELLIP HEIGHT-         -28.78  (meters)          (12/20/99) GPS OBS
 CK4280  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 CK4280
 CK4280  HORZ ORDER  -  FIRST
 CK4280  ELLP ORDER  -  FOURTH    CLASS I
 CK4280
 CK4280.The horizontal coordinates were established by GPS observations
 CK4280.and adjusted by the National Geodetic Survey in March 2004..
 CK4280
 CK4280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4280
 CK4280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4280
 CK4280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4280
 CK4280.The ellipsoidal height was determined by GPS observations
 CK4280.and is referenced to NAD 83.
 CK4280
 CK4280.The geoid height was determined by GEOID03.
 CK4280
 CK4280;                    North         East     Units Scale Factor Converg.
 CK4280;SPC SC       -    92,637.381   665,234.997   MT  0.99994530   +0 19 43.8
 CK4280;SPC SC       -   303,928.42  2,182,529.52   iFT  0.99994530   +0 19 43.8
 CK4280;UTM  17      - 3,614,548.527   555,616.508   MT  0.99963814   +0 19 12.6
 CK4280
 CK4280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4280!SPC SC       -   1.00000452  x   0.99994530  =   0.99994982
 CK4280!UTM  17      -   1.00000452  x   0.99963814  =   0.99964266
 CK4280
 CK4280:                Primary Azimuth Mark                     Grid Az
 CK4280:SPC SC       -  10 314                                   247 58 54.2
 CK4280:UTM  17      -  10 314                                   247 59 25.4
 CK4280
 CK4280|---------------------------------------------------------------------|
 CK4280| PID    Reference Object                     Distance      Geod. Az  |
 CK4280|                                                           dddmmss.s |
 CK4280| CK4279 10 314                              APPROX. 0.6 KM 2481838.0 |
 CK4280|---------------------------------------------------------------------|
 CK4280
 CK4280                          SUPERSEDED SURVEY CONTROL
 CK4280
 CK4280  NAD 83(1995)-  32 40 01.90201(N)    080 24 24.68288(W) AD(       ) 1
 CK4280  NAD 83(1986)-  32 40 01.91144(N)    080 24 24.68703(W) AD(       ) 1
 CK4280  NAD 27      -  32 40 01.25689(N)    080 24 25.32357(W) AD(       ) 1
 CK4280  NGVD 29 (10/12/88)    3.7    (m)           12.     (f) GPS OBS        
 CK4280
 CK4280.Superseded values are not recommended for survey control.
 CK4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4280.See file dsdata.txt to determine how the superseded data were derived.
 CK4280
 CK4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5561714549(NAD 83)
 CK4280_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4280_SP_SET: CONCRETE POST
 CK4280_STAMPING: 10 315 1985
 CK4280_MARK LOGO: NGS   
 CK4280_PROJECTION: FLUSH
 CK4280_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4280+STABILITY: SURFACE MOTION
 CK4280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK4280+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK4280
 CK4280  HISTORY     - Date     Condition        Report By
 CK4280  HISTORY     - 1985     MONUMENTED       NGS
 CK4280  HISTORY     - 1985     GOOD             NGS
 CK4280  HISTORY     - 19870309 GOOD
 CK4280  HISTORY     - 19910520 GOOD             SCGS
 CK4280  HISTORY     - 20050816 GOOD             SCGS
 CK4280
 CK4280                          STATION DESCRIPTION
 CK4280
 CK4280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4280'STATION IS LOCATED 13.0 KM (8.0 MI) SOUTH-SOUTHEAST OF JACKSONBORO,
 CK4280'10.1 KM (6.3 MI) SOUTH OF PARKERS FERRY COMMUNITY, 2.2 KM (1.4
 CK4280'MI) NORTHWEST OF THE CONFLUENCE OF THE EDISTO AND DAWHO RIVERS, 0.6
 CK4280'KM (0.4 MI) NORTHEAST ALONG AN OLD RAILROAD BED FROM THE EAST
 CK4280'SHORE OF THE EDISTO RIVER.  OWNERSHIP--HUGH C. LANE, 47 EAST BAY
 CK4280'ST., CHARLESTON, SC, PHONE- 803-723-3363. PROPERTY OF GEORGIA
 CK4280'PACIFIC CORPORATION IS CROSSED TO REACH STATION.
 CK4280'
 CK4280'TO REACH FROM THE JUNCTION OF US HIGHWAY 17 AND COUNTY ROAD S-10-38
 CK4280'IN THE PARKERS FERRY COMMUNITY, GO SOUTH ON S-10-38 FOR 8.35 KM
 CK4280'(5.2 MI) TO A REVERSE FORK LEFT JUST BEFORE END OF PAVEMENT, THE
 CK4280'ENTRANCE TO THE HUTTON PLANTATION ON THE RIGHT, AND A TRACK ROAD
 CK4280'INTO THE WOODS ON THE LEFT.  BEAR LEFT, SOUTHEAST, ON THE TRACK
 CK4280'ROAD INTO WOODS FOR 0.13 KM (0.1 MI) TO A REVERSE FORK RIGHT.  TURN
 CK4280'SHARP RIGHT, WEST, FOR 0.21 KM (0.15 MI) TO A FORK.  BEAR LEFT,
 CK4280'SOUTH, ON TRACK ROAD ALONG EDGE OF CLEAR-CUT AREA FOR 0.42 KM (0.25
 CK4280'MI) TO A CROSSROAD AT WOODS EDGE.  CONTINUE AHEAD FOR 0.17 KM (0.1
 CK4280'MI) TO A FORK.  BEAR LEFT, SOUTHEAST, ON MAIN ROAD FOR 0.85 KM (0.5
 CK4280'MI) TO A T-ROAD.  TURN RIGHT, SOUTH, FOR 0.82 KM (0.5 MI) TO ITS
 CK4280'END AT A ROAD ON THE OLD RAILROAD BED.  BEAR RIGHT, SOUTHWEST, FOR
 CK4280'0.41 KM (0.25 MI) TO A FENCE AND GATE AND STATION ON THE RIGHT.
 CK4280'
 CK4280'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4280'STAMPED---10 315 1985---,
 CK4280'IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 15 CM.  IT IS
 CK4280'2.7 METERS NORTH OF THE NORTH GATE POST, 0.8 METERS EAST OF A
 CK4280'FIBERGLASS WITNESS POST IN THE FENCELINE, AND 4.3 METERS NORTH OF
 CK4280'THE CENTER OF THE TRACK ROAD.
 CK4280'
 CK4280'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4280
 CK4280                          STATION RECOVERY (1985)
 CK4280
 CK4280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4280'RECOVERED IN GOOD CONDITION.
 CK4280
 CK4280                          STATION RECOVERY (1987)
 CK4280
 CK4280'RECOVERED 1987
 CK4280'RECOVERED IN GOOD CONDITION.
 CK4280
 CK4280                          STATION RECOVERY (1991)
 CK4280
 CK4280'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4280'STATION IS LOCATED 5.15 MILES (8.29 KM) SOUTHWEST OF ADAMS RUN, 6.6
 CK4280'MILES (10.6 KM) SOUTH OF PARKERS FERRY. OWNERSHIP--HUGH C. LANE, 47
 CK4280'EAST BAY STREET, CHARLESTON, SC 29407, PHONE 803-723-3363.
 CK4280'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164, 174 AND
 CK4280'STATE ROAD 55 (WILLTOWN ROAD), 1.0 MILE (1.6 KM) SOUTH OF ADAMS RUN,
 CK4280'GO WEST ON ROAD 55 FOR 2.05 MILES (3.30 KM) TO THE JUNCTION OF STATE
 CK4280'ROAD 346 (DIRT ROAD LEADING TO GROVE PLANTATION), TURN LEFT ON ROAD
 CK4280'346 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF A GRASSY TRACK ROAD, AN
 CK4280'OLD RAILROAD BED AND THE ENTRANCE GATE TO GROVE PLANTATION, TURN
 CK4280'RIGHT ON THE TRACK ROAD FOR 0.05 MILE (0.08 KM) TO A GATE, CONTINUE
 CK4280'THROUGH GATE OF THE TRACK ROAD FOR 0.85 MILE (1.37 KM) TO THE STATION
 CK4280'ON THE RIGHT NEAR A GATE.
 CK4280'STATION IS A C0NCRETE POST PROJECTING 1-INCH AND 0.5 FOOT (0.2 M)
 CK4280'ABOVE THE ROAD, 14.5 FEET (4.4 M) NORTH OF THE CENTER OF THE ROAD, 3.1
 CK4280'FEET (0.9 M) EAST NORTHEAST OF A FENCE POST, 22.6 FEET (6.9 M) NORTH
 CK4280'OF THE SOUTH GATE POST, 3.9 FEET (1.2 M) SOUTHWEST OF A WITNESS POST.
 CK4280'RECOVERED BY R.W. ROBERTS.
 CK4280
 CK4280                          STATION RECOVERY (2005)
 CK4280
 CK4280'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4280'STATION IS LOCATED 5.0 MI (8.05 KM) SOUTHWEST OF ADAMS RUN, 28.7 FT
 CK4280'(8.7 M) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--U.S.F.  AND W.S.,
 CK4280'8675 WILLTOWN ROAD, HOLLYWOOD, SC 29449, CONTACT-JANE GRIESS, PHONE
 CK4280'843-889-3282. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK4280'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK4280'ADAMS RUN, GO WEST SOUTHWEST ON ROAD 55 FOR 2.0 MI (3.22 KM) TO THE
 CK4280'JUNCTION OF STATE ROAD 346 (JEHOSSEE ISLAND ROAD), TURN LEFT ON ROAD
 CK4280'346 FOR 1.95 MI (3.14 KM) TO A GATED GRAVEL ROAD ON TOP OF AN UNUSED
 CK4280'RAILROAD BED, TURN RIGHT THROUGH THE GATE FOR 0.9 MI (1.45 KM) TO THE
 CK4280'STATION ON THE RIGHT. STATION IS A C0NCRETE POST FLUSH WITH THE GROUND
 CK4280'AND 0.5 FT (0.2 M) ABOVE THE ROAD, 12.0 FT (3.7 M) NORTH NORTHWEST OF
 CK4280'THE CENTER OF THE ROAD, 3.5 FT (1.1 M) EAST NORTHEAST OF A WOOD FENCE
 CK4280'POST WITH A SCGS REFERENCE WASHER ATTACHED, 3.0 FT (0.9 M) SOUTH
 CK4280'SOUTHWEST OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4281 ***********************************************************************
 CK4281  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4281  DESIGNATION -  10 316
 CK4281  PID         -  CK4281
 CK4281  STATE/COUNTY-  SC/CHARLESTON
 CK4281  USGS QUAD   -  ADAMS RUN (1972)
 CK4281
 CK4281                         *CURRENT SURVEY CONTROL
 CK4281  ___________________________________________________________________
 CK4281* NAD 83(2001)-  32 41 11.19796(N)    080 21 02.43444(W)     ADJUSTED  
 CK4281* NAVD 88     -         2.49   (meters)       8.2    (feet)  GPS OBS   
 CK4281  ___________________________________________________________________
 CK4281  X           -     900,660.583 (meters)                     COMP
 CK4281  Y           -  -5,297,288.040 (meters)                     COMP
 CK4281  Z           -   3,424,727.031 (meters)                     COMP
 CK4281  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 CK4281  ELLIP HEIGHT-         -29.79  (meters)          (05/04/06) GPS OBS
 CK4281  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CK4281
 CK4281  HORZ ORDER  -  FIRST
 CK4281  ELLP ORDER  -  FOURTH    CLASS II
 CK4281
 CK4281.The horizontal coordinates were established by GPS observations
 CK4281.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4281
 CK4281.The orthometric height was determined by GPS observations and a
 CK4281.high-resolution geoid model using precise GPS observation and
 CK4281.processing techniques.
 CK4281
 CK4281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4281
 CK4281.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4281
 CK4281.The ellipsoidal height was determined by GPS observations
 CK4281.and is referenced to NAD 83.
 CK4281
 CK4281.The geoid height was determined by GEOID03.
 CK4281
 CK4281;                    North         East     Units Scale Factor Converg.
 CK4281;SPC SC       -    94,803.562   670,491.041   MT  0.99993954   +0 21 35.9
 CK4281;SPC SC       -   311,035.31  2,199,773.76   iFT  0.99993954   +0 21 35.9
 CK4281;UTM  17      - 3,616,713.232   560,871.312   MT  0.99964569   +0 21 02.4
 CK4281
 CK4281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4281!SPC SC       -   1.00000468  x   0.99993954  =   0.99994422
 CK4281!UTM  17      -   1.00000468  x   0.99964569  =   0.99965037
 CK4281
 CK4281:                Primary Azimuth Mark                     Grid Az
 CK4281:SPC SC       -  10 317                                   188 53 56.2
 CK4281:UTM  17      -  10 317                                   188 54 29.7
 CK4281
 CK4281|---------------------------------------------------------------------|
 CK4281| PID    Reference Object                     Distance      Geod. Az  |
 CK4281|                                                           dddmmss.s |
 CK4281| CK4282 10 317                              454.152 METERS 1891532.1 |
 CK4281|---------------------------------------------------------------------|
 CK4281
 CK4281                          SUPERSEDED SURVEY CONTROL
 CK4281
 CK4281  NAD 83(2001)-  32 41 11.19741(N)    080 21 02.43294(W) AD(       ) 1
 CK4281  NAD 83(1995)-  32 41 11.19726(N)    080 21 02.43311(W) AD(       ) 1
 CK4281  ELLIP H (12/20/99)  -29.73   (m)                       GP(       ) 4 1
 CK4281  NAD 83(1986)-  32 41 11.20783(N)    080 21 02.43802(W) AD(       ) 1
 CK4281  NAD 27      -  32 41 10.56128(N)    080 21 03.07894(W) AD(       ) 1
 CK4281  NGVD 29 (10/12/88)    2.7    (m)            9.     (f) GPS OBS        
 CK4281
 CK4281.Superseded values are not recommended for survey control.
 CK4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4281.See file dsdata.txt to determine how the superseded data were derived.
 CK4281
 CK4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6087116713(NAD 83)
 CK4281_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4281_SP_SET: CONCRETE POST
 CK4281_STAMPING: 10 316 1985
 CK4281_MARK LOGO: NGS   
 CK4281_PROJECTION: RECESSED 8 CENTIMETERS
 CK4281_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4281+STABILITY: SURFACE MOTION
 CK4281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4281+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 CK4281
 CK4281  HISTORY     - Date     Condition        Report By
 CK4281  HISTORY     - 1985     MONUMENTED       NGS
 CK4281  HISTORY     - 1985     GOOD             NGS
 CK4281  HISTORY     - 19870317 GOOD
 CK4281  HISTORY     - 19910520 GOOD             SCGS
 CK4281  HISTORY     - 20050808 GOOD             SCGS
 CK4281
 CK4281                          STATION DESCRIPTION
 CK4281
 CK4281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4281'THE STATION IS LOCATED 3.7 KM (2.3 MI) SOUTH OF ADAMS RUN, 0.5 KM
 CK4281'(0.3 MI) NORTH OF THE HIGHWAY 174 BRIDGE OVER TOOGOODOO CREEK, IN
 CK4281'FRONT OF THE EDISTO PACKERS, INC., ON THE RIGHT-OF-WAY OF HIGHWAY
 CK4281'174, JUST NORTH OF AN OLD RAILROAD CROSSING.  OWNERSHIP--SOUTH
 CK4281'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4281'
 CK4281'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 174 AT THE
 CK4281'ADAMS RUN POST OFFICE, GO SOUTH ON HIGHWAY 174 FOR 1.7 KM (1.05 MI)
 CK4281'TO ITS JUNCTION WITH STATE HIGHWAY 164 ON THE LEFT.  CONTINUE SOUTH
 CK4281'FOR 2.21 KM (1.4 MI) TO THE PERSONNEL ENTRANCE GATE TO EDISTO
 CK4281'PACKERS, INC. AND THE STATION ON THE RIGHT.
 CK4281'
 CK4281'STATION MARK, A STANDARD NGS STATION DISK STAMPED---10 316 1985---,
 CK4281'IS SET IN THE TOP OF A ROUND CONCRETE POST 5 CM BELOW GROUND.  IT
 CK4281'IS 7.0 METERS WEST-NORTHWEST OF THE ROAD CENTER, 3.8 METERS
 CK4281'EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST IN A CYCLONE FENCE, 5.7
 CK4281'METERS SOUTH-SOUTHWEST OF THE CENTER OF A DRAIN GRATING, 7.7 METERS
 CK4281'NORTH-NORTHEAST OF TELEPHONE PEDESTAL P 56, AND 10.6 METERS
 CK4281'NORTH-NORTHEAST OF THE CENTER OF THE ENTRANCE GATE.
 CK4281'
 CK4281'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4281
 CK4281                          STATION RECOVERY (1985)
 CK4281
 CK4281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4281'RECOVERED IN GOOD CONDITION.
 CK4281
 CK4281                          STATION RECOVERY (1987)
 CK4281
 CK4281'RECOVERED 1987
 CK4281'RECOVERED IN GOOD CONDITION.
 CK4281
 CK4281                          STATION RECOVERY (1991)
 CK4281
 CK4281'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4281'STATION IS LOCATED 2.45 MILES (3.94 KM) SOUTH OF ADAMS RUN.
 CK4281'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4281'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164, 174 AND
 CK4281'STATE ROAD 55 (WILLTOWN ROAD), 1.0 MILE (1.6 KM) SOUTH OF ADAMS RUN,
 CK4281'GO SOUTHEAST ON HIGHWAY 174 FOR 1.4 MILES (2.3 KM) TO THE STATION ON
 CK4281'THE RIGHT IN THE NORTHEAST ANGLE OF THE ENTRANCE DRIVE TO EDISTO
 CK4281'PACKERS INCORPORATED.
 CK4281'STATION IS A C0NCRETE POST RECESSED 2-INCHES AND LEVEL WITH THE
 CK4281'HIGHWAY, 111.1 FEET (33.9 M) NORTH NORTHEAST OF THE CENTER OF THE
 CK4281'DRIVE, 22.9 FEET (7.0 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY,
 CK4281'16.6 FEET (5.1 M) SOUTH OF THE SOUTHEAST CORNER OF A STEEL STORM
 CK4281'GRATE, 25.8 FEET (7.9 M) NORTHEAST OF A TELEPHONE JUNCTION BOX
 CK4281'56/L00402, 12.1 FEET (3.7 M) EAST SOUTHEAST OF A WITNESS POST.
 CK4281'RECOVERED BY R.W. ROBERTS.
 CK4281
 CK4281                          STATION RECOVERY (2005)
 CK4281
 CK4281'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4281'THE STATION IS LOCATED 2.2 MI (3.54 KM) SOUTH OF ADAMS RUN, 25.1 MI
 CK4281'(40.39 KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR
 CK4281'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4281'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK4281'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK4281'ADAMS RUN, GO SOUTHEAST ON HIGHWAY 174 FOR 1.4 MI (2.25 KM) TO THE
 CK4281'STATION ON THE RIGHT IN FRONT OF A CONCRETE BLOCK BUILDING NUMBER 4567
 CK4281'(EDISTO PACKERS INCORPORATED). STATION IS A CONCRETE POST RECESSED 0.3
 CK4281'FT (0.1 M) AND 0.5 FT (0.2 M) BELOW THE HIGHWAY, 24.3 FT (7.4 M) WEST
 CK4281'NORTHWEST OF THE CENTER OF THE HIGHWAY, 25.6 FT (7.8 M) NORTHEAST OF A
 CK4281'TELEPHONE JUNCTION BOX 56/L/0/0/4/0/2, 13.0 FT (21.0 M) EAST SOUTHEAST
 CK4281'OF A CHAIN LINK FENCE LINE, 102.0 FT (31.1 M) SOUTH SOUTHWEST OF A
 CK4281'4.5-FOOT LIVE OAK TREE, 108.5 FT (33.1 M) NORTH NORTHEAST OF THE
 CK4281'CENTER OF THE ENTRANCE DRIVE TO THE BUILDING. RECOVERED BY R.P.
 CK4281'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4282 ***********************************************************************
 CK4282  DESIGNATION -  10 317
 CK4282  PID         -  CK4282
 CK4282  STATE/COUNTY-  SC/CHARLESTON
 CK4282  USGS QUAD   -  ADAMS RUN (1972)
 CK4282
 CK4282                         *CURRENT SURVEY CONTROL
 CK4282  ___________________________________________________________________
 CK4282* NAD 83(2001)-  32 40 56.64734(N)    080 21 05.23928(W)     ADJUSTED  
 CK4282* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 CK4282  ___________________________________________________________________
 CK4282  X           -     900,629.081 (meters)                     COMP
 CK4282  Y           -  -5,297,538.698 (meters)                     COMP
 CK4282  Z           -   3,424,349.632 (meters)                     COMP
 CK4282  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 CK4282  ELLIP HEIGHT-         -30.05  (meters)          (12/20/99) GPS OBS
 CK4282  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CK4282
 CK4282  HORZ ORDER  -  FIRST
 CK4282  ELLP ORDER  -  FOURTH    CLASS I
 CK4282
 CK4282.The horizontal coordinates were established by GPS observations
 CK4282.and adjusted by the National Geodetic Survey in March 2004..
 CK4282
 CK4282.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4282
 CK4282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4282
 CK4282.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4282
 CK4282.The ellipsoidal height was determined by GPS observations
 CK4282.and is referenced to NAD 83.
 CK4282
 CK4282.The geoid height was determined by GEOID03.
 CK4282
 CK4282;                    North         East     Units Scale Factor Converg.
 CK4282;SPC SC       -    94,354.903   670,420.792   MT  0.99994074   +0 21 34.4
 CK4282;SPC SC       -   309,563.33  2,199,543.28   iFT  0.99994074   +0 21 34.4
 CK4282;UTM  17      - 3,616,264.717   560,801.011   MT  0.99964558   +0 21 00.8
 CK4282
 CK4282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4282!SPC SC       -   1.00000472  x   0.99994074  =   0.99994546
 CK4282!UTM  17      -   1.00000472  x   0.99964558  =   0.99965030
 CK4282
 CK4282:                Primary Azimuth Mark                     Grid Az
 CK4282:SPC SC       -  10 316                                   008 53 56.1
 CK4282:UTM  17      -  10 316                                   008 54 29.7
 CK4282
 CK4282|---------------------------------------------------------------------|
 CK4282| PID    Reference Object                     Distance      Geod. Az  |
 CK4282|                                                           dddmmss.s |
 CK4282| CK4281 10 316                              454.152 METERS 0091530.5 |
 CK4282|---------------------------------------------------------------------|
 CK4282
 CK4282                          SUPERSEDED SURVEY CONTROL
 CK4282
 CK4282  NAD 83(1995)-  32 40 56.64721(N)    080 21 05.23932(W) AD(       ) 1
 CK4282  NAD 83(1986)-  32 40 56.65686(N)    080 21 05.24373(W) AD(       ) 1
 CK4282  NAD 27      -  32 40 56.00737(N)    080 21 05.88302(W) AD(       ) 1
 CK4282  NGVD 29 (10/12/88)    2.4    (m)            8.     (f) GPS OBS        
 CK4282
 CK4282.Superseded values are not recommended for survey control.
 CK4282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4282.See file dsdata.txt to determine how the superseded data were derived.
 CK4282
 CK4282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6080116265(NAD 83)
 CK4282_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4282_SP_SET: CONCRETE POST
 CK4282_STAMPING: 10 317 1985
 CK4282_MARK LOGO: NGS   
 CK4282_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4282+STABILITY: SURFACE MOTION
 CK4282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4282+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 CK4282
 CK4282  HISTORY     - Date     Condition        Report By
 CK4282  HISTORY     - 1985     MONUMENTED       NGS
 CK4282  HISTORY     - 1985     GOOD             NGS
 CK4282  HISTORY     - 19870313 GOOD
 CK4282  HISTORY     - 19910520 GOOD             SCGS
 CK4282  HISTORY     - 20050809 MARK NOT FOUND   SCGS
 CK4282
 CK4282                          STATION DESCRIPTION
 CK4282
 CK4282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4282'STATION IS LOCATED 4.2 KM (2.6 MI) SOUTH OF ADAMS RUN, 90 METERS
 CK4282'NORTH OF THE HIGHWAY 174 BRIDGE OVER TOOGOODOO CREEK, ON THE
 CK4282'RIGHT-OF-WAY OF HIGHWAY 174, IN A VERY NARROW GRASS SHOULDER
 CK4282'BETWEEN THE PAVEMENT AND A DROPOFF INTO THE MARSH.
 CK4282'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4282'
 CK4282'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 174 AT THE
 CK4282'ADAMS RUN POST OFFICE, GO SOUTH ON HIGHWAY 174 FOR 4.3 KM (2.7 MI)
 CK4282'TO THE MARK ON THE RIGHT AT THE END OF A METAL GUARDRAIL JUST
 CK4282'BEFORE REACHING A CONCRETE BRIDGE.
 CK4282'
 CK4282'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4282'STAMPED---10 317 1985---,
 CK4282'IS SET IN THE TOP OF A ROUND CONCRETE POST 5 CM BELOW GROUND.  IT
 CK4282'IS 4.3 METERS WEST OF THE ROAD CENTER, 2.3 METERS NORTH OF THE
 CK4282'NORTH END OF THE GUARDRAIL, AND 1.6 METERS EAST OF A FIBERGLASS
 CK4282'WITNESS POST.
 CK4282'
 CK4282'VERY NARROW PLACE TO PARK, SAFETY LIGHT AND TRAFFIC CONES NEEDED
 CK4282'AS TRUCK WILL BE HALF WAY ONTO NARROW ROAD.  STATION WAS OCCUPIED
 CK4282'BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4282
 CK4282                          STATION RECOVERY (1985)
 CK4282
 CK4282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4282'RECOVERED IN GOOD CONDITION.
 CK4282
 CK4282                          STATION RECOVERY (1987)
 CK4282
 CK4282'RECOVERED 1987
 CK4282'RECOVERED IN GOOD CONDITION.
 CK4282
 CK4282                          STATION RECOVERY (1991)
 CK4282
 CK4282'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4282'STATION IS LOCATED 2.65 MILES (4.26 KM) SOUTH OF ADAMS RUN.
 CK4282'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4282'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4282'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164, 174 AND
 CK4282'STATE ROAD 55 (WILLTOWN ROAD), 1.0 MILE (1.6 KM) SOUTH OF ADAMS RUN,
 CK4282'GO SOUTHEAST ON HIGHWAY 174 FOR 1.7 MILES (2.7 KM) TO THE STATION ON
 CK4282'THE RIGHT NEAR THE BEGINNING OF A GUARD RAIL, SLIGHT CURVE IN THE
 CK4282'HIGHWAY AND BEFORE THE BRIDGE OVER THE TOOGOODOO CREEK.
 CK4282'STATION IS A C0NCRETE POST RECESSED 1-INCH AND 0.2 FOOT (0.1 M) BELOW
 CK4282'THE HIGHWAY, 14.0 FEET (4.3 M) WEST OF THE CENTER OF THE HIGHWAY, 9.7
 CK4282'FEET (3.0 M) NORTH NORTHEAST OF THE END GUARDRAIL POST WITH A SCGS
 CK4282'REFERERENCE WASHER ATTACHED, 180.7 FEET (55.1 M) SOUTH OF A POWER
 CK4282'POLE NUMBER 0297332, 4.9 FEET (1.5 M) EAST OF A WITNESS POST.
 CK4282'RECOVERED BY R.B. HICKS.
 CK4282
 CK4282                          STATION RECOVERY (2005)
 CK4282
 CK4282'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK4282'DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING
 CK4282'REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS
 CK4282'STATION WITH NO RESULTS, NEW BRIDGE WAS CONSTRUCTED IN 1991, PRESUMED
 CK4282'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4283 ***********************************************************************
 CK4283  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4283  DESIGNATION -  10 318
 CK4283  PID         -  CK4283
 CK4283  STATE/COUNTY-  SC/CHARLESTON
 CK4283  USGS QUAD   -  JACKSONBORO (1979)
 CK4283
 CK4283                         *CURRENT SURVEY CONTROL
 CK4283  ___________________________________________________________________
 CK4283* NAD 83(2001)-  32 48 14.99487(N)    080 24 13.06621(W)     ADJUSTED  
 CK4283* NAVD 88     -         9.70   (meters)      31.8    (feet)  GPS OBS   
 CK4283  ___________________________________________________________________
 CK4283  X           -     894,588.217 (meters)                     COMP
 CK4283  Y           -  -5,291,161.497 (meters)                     COMP
 CK4283  Z           -   3,435,711.586 (meters)                     COMP
 CK4283  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CK4283  ELLIP HEIGHT-         -22.37  (meters)          (05/04/06) GPS OBS
 CK4283  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 CK4283
 CK4283  HORZ ORDER  -  FIRST
 CK4283  ELLP ORDER  -  FOURTH    CLASS II
 CK4283
 CK4283.The horizontal coordinates were established by GPS observations
 CK4283.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4283
 CK4283.The orthometric height was determined by GPS observations and a
 CK4283.high-resolution geoid model using precise GPS observation and
 CK4283.processing techniques.
 CK4283
 CK4283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4283
 CK4283.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4283
 CK4283.The ellipsoidal height was determined by GPS observations
 CK4283.and is referenced to NAD 83.
 CK4283
 CK4283.The geoid height was determined by GEOID03.
 CK4283
 CK4283;                    North         East     Units Scale Factor Converg.
 CK4283;SPC SC       -   107,827.701   665,450.018   MT  0.99990674   +0 19 50.3
 CK4283;SPC SC       -   353,765.42  2,183,234.97   iFT  0.99990674   +0 19 50.3
 CK4283;UTM  17      - 3,629,734.453   555,833.615   MT  0.99963844   +0 19 23.2
 CK4283
 CK4283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4283!SPC SC       -   1.00000351  x   0.99990674  =   0.99991025
 CK4283!UTM  17      -   1.00000351  x   0.99963844  =   0.99964195
 CK4283
 CK4283                          SUPERSEDED SURVEY CONTROL
 CK4283
 CK4283  NAD 83(2001)-  32 48 14.99534(N)    080 24 13.06617(W) AD(       ) 1
 CK4283  NAD 83(1995)-  32 48 14.99536(N)    080 24 13.06628(W) AD(       ) 1
 CK4283  ELLIP H (12/20/99)  -22.36   (m)                       GP(       ) 4 1
 CK4283  NAD 83(1986)-  32 48 15.00384(N)    080 24 13.07049(W) AD(       ) 1
 CK4283  NAD 27      -  32 48 14.37295(N)    080 24 13.70419(W) AD(       ) 1
 CK4283  NGVD 29 (10/12/88)   10.0    (m)           33.     (f) GPS OBS        
 CK4283
 CK4283.Superseded values are not recommended for survey control.
 CK4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4283.See file dsdata.txt to determine how the superseded data were derived.
 CK4283
 CK4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5583429734(NAD 83)
 CK4283_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4283_STAMPING: 10 318 1985
 CK4283_MARK LOGO: NGS   
 CK4283_PROJECTION: RECESSED 3 CENTIMETERS
 CK4283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4283+STABILITY: SURFACE MOTION
 CK4283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4283+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK4283
 CK4283  HISTORY     - Date     Condition        Report By
 CK4283  HISTORY     - 1985     MONUMENTED       NGS
 CK4283  HISTORY     - 19870306 GOOD
 CK4283  HISTORY     - 19910516 MARK NOT FOUND   SCGS
 CK4283  HISTORY     - 20050823 GOOD             SCGS
 CK4283
 CK4283                          STATION DESCRIPTION
 CK4283
 CK4283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4283'STATION IS LOCATED 6.3 KM (3.9 MI) NORTHEAST OF JACKSONBORO, 5.0 KM
 CK4283'(3.1 MI) NORTH OF THE JUNCTION OF US HIGHWAY 17 AND COUNTY ROAD
 CK4283'S-10-38 IN THE PARKERS FERRY COMMUNITY, 0.23 KM (0.15 MI) WEST OF
 CK4283'S-10-38, IN THE NOW UNUSED PORTION OF THE CEMETERY BEHIND THE
 CK4283'HOPEWELL BAPTIST CHURCH.  OWNERSHIP--HOPEWELL BAPTIST CHURCH, C/O T.
 CK4283'L. CANADY, SR., RTE 1 BOX 126A, ADAMS RUN, SC 29426. PHONE
 CK4283'803-889-8440.
 CK4283'
 CK4283'TO REACH FROM THE JUNCTION OF US HIGHWAY 17 AND COUNTY ROAD
 CK4283'S-10-38 IN PARKERS FERRY, GO NORTH ON S-10-38 FOR 5.0 KM
 CK4283'(3.1 MI) TO THE NORTH
 CK4283'ENTRANCE TO THE HOPEWELL CHURCH.  TURN LEFT, WEST, ON PAVED DRIVE
 CK4283'FOR 80 METERS TO DRIVE CURVE.  KEEP AHEAD, WEST, ON TRACK ROAD
 CK4283'ALONG TREE LINE FOR 89 METERS TO THE NORTHEAST CORNER OF THE
 CK4283'CEMETERY.  CONTINUE AHEAD ALONG TREE LINE FOR 51 METERS TO A
 CK4283'TRIANGULAR-BLAZED OAK TREE ON THE RIGHT.  TURN LEFT INTO OPEN AREA
 CK4283'FOR 37 METERS TO THE STATION.
 CK4283'
 CK4283'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4283'STAMPED---10 318 1985---,
 CK4283'IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CK4283'IT IS 42.6 METERS SOUTH OF THE BLAZED 40-CM OAK TREE, 49.2 METERS
 CK4283'WEST-SOUTHWEST OF A 3 METER HIGH GRANITE CROSS, 26.2 METERS NORTH
 CK4283'OF THE SOUTH EDGE OF THE MOWED AREA, AND 60.7 METERS NORTHWEST OF A
 CK4283'BRICK COLUMN AT THE SOUTHEAST CORNER OF THE CEMETERY.
 CK4283'
 CK4283'PERMISSION BY MR. CANADY, SR.  KEEP OUT OF CEMETERY WHEN WET.
 CK4283'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4283
 CK4283                          STATION RECOVERY (1987)
 CK4283
 CK4283'RECOVERED 1987
 CK4283'RECOVERED IN GOOD CONDITION.
 CK4283
 CK4283                          STATION RECOVERY (1991)
 CK4283
 CK4283'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4283'NOT RECOVERED, A THOROUGH SEARCH WAS CONDUCTED WITH NO RESULTS,
 CK4283'MEASUREMENT TAKEN TO PLACE OF JUNCTION AND A SEARCH WAS MADE FOR AN
 CK4283'UNDERGROUND MARK WITH NO RESULTS.
 CK4283'RECOVERY BY T. HALL.
 CK4283
 CK4283                          STATION RECOVERY (2005)
 CK4283
 CK4283'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4283'THE STATION IS LOCATED 3.8 MI (6.12 KM) NORTHEAST OF JACKSONBORO, 27.6
 CK4283'MI (44.42 KM) WEST OF CHARLESTON.  OWNERSHIP--HOPEWELL BAPTIST CHURCH,
 CK4283'6869 PARKERS FERRY ROAD, HOLLYWOOD, SC 29449, PHONE 843-889-8357. TO
 CK4283'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK4283'PARKWAY) AND STATE HIGHWAY 64 IN JACKSONBORO, GO EAST ON HIGHWAY 17
 CK4283'FOR 4.0 MI (6.44 KM) TO THE JUNCTION OF STATE ROAD 38 (PARKERS FERRY
 CK4283'ROAD), TURN LEFT ON ROAD 38 FOR 3.1 MI (4.99 KM) TO THE 2ND ENTRANCE
 CK4283'LEFT TO THE HOPEWELL BAPTIST CHURCH, TURN LEFT ON THE ENTRANCE ROAD
 CK4283'FOR 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT IN AN OPEN GRASSY AREA
 CK4283'IN THE UNUSED PORTION OF A CEMETERY. STATION IS A CONCRETE POST
 CK4283'RECESSED 0.1 FT (0.0 M) AND LEVEL WITH THE SAND ROAD, 124.0 FT (37.8
 CK4283'M) SOUTH OF THE CENTER OF THE SAND CEMETERY ROAD LEADING WEST, 92.9 FT
 CK4283'(28.3 M) NORTH NORTHWEST OF THE WOODEN END POST OF A WOODEN FENCE ON
 CK4283'THE SOUTH SIDE OF THE CEMETERY, 161.5 FT (49.2 M) WEST OF AN 8-FOOT
 CK4283'TALL PROMINENT CROSS IN THE CEMETERY, 47.8 FT (14.6 M) WEST OF THE
 CK4283'SOUTHWEST CORNER OF A MARBLE GRAVE MARKER (SIRES), 56.7 FT (17.3 M)
 CK4283'NORTHWEST OF THE NORTHWEST CORNER OF A MARBLE GRAVE MARKER
 CK4283'(MUCKENFUSS). RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4284 ***********************************************************************
 CK4284  DESIGNATION -  10 319
 CK4284  PID         -  CK4284
 CK4284  STATE/COUNTY-  SC/CHARLESTON
 CK4284  USGS QUAD   -  EDISTO ISLAND (1972)
 CK4284
 CK4284                         *CURRENT SURVEY CONTROL
 CK4284  ___________________________________________________________________
 CK4284* NAD 83(2001)-  32 34 44.72589(N)    080 17 48.94854(W)     ADJUSTED  
 CK4284* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 CK4284  ___________________________________________________________________
 CK4284  X           -     906,711.559 (meters)                     COMP
 CK4284  Y           -  -5,302,770.367 (meters)                     COMP
 CK4284  Z           -   3,414,702.067 (meters)                     COMP
 CK4284  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 CK4284  ELLIP HEIGHT-         -28.05  (meters)          (12/20/99) GPS OBS
 CK4284  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 CK4284
 CK4284  HORZ ORDER  -  FIRST
 CK4284  ELLP ORDER  -  FOURTH    CLASS I
 CK4284
 CK4284.The horizontal coordinates were established by GPS observations
 CK4284.and adjusted by the National Geodetic Survey in March 2004..
 CK4284
 CK4284.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4284
 CK4284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4284
 CK4284.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4284
 CK4284.The ellipsoidal height was determined by GPS observations
 CK4284.and is referenced to NAD 83.
 CK4284
 CK4284.The geoid height was determined by GEOID03.
 CK4284
 CK4284;                    North         East     Units Scale Factor Converg.
 CK4284;SPC SC       -    82,932.072   675,612.051   MT  0.99997308   +0 23 23.2
 CK4284;SPC SC       -   272,086.85  2,216,574.97   iFT  0.99997308   +0 23 23.2
 CK4284;UTM  17      - 3,604,844.465   565,988.632   MT  0.99965369   +0 22 42.9
 CK4284
 CK4284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4284!SPC SC       -   1.00000440  x   0.99997308  =   0.99997748
 CK4284!UTM  17      -   1.00000440  x   0.99965369  =   0.99965809
 CK4284
 CK4284                          SUPERSEDED SURVEY CONTROL
 CK4284
 CK4284  NAD 83(1995)-  32 34 44.72578(N)    080 17 48.94834(W) AD(       ) 1
 CK4284  NAD 83(1986)-  32 34 44.73580(N)    080 17 48.95114(W) AD(       ) 1
 CK4284  NAD 27      -  32 34 44.06953(N)    080 17 49.59518(W) AD(       ) 1
 CK4284  NGVD 29 (10/12/88)    4.7    (m)           15.     (f) GPS OBS        
 CK4284
 CK4284.Superseded values are not recommended for survey control.
 CK4284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4284.See file dsdata.txt to determine how the superseded data were derived.
 CK4284
 CK4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6598904844(NAD 83)
 CK4284_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4284_SP_SET: CONCRETE POST
 CK4284_STAMPING: 10 319 1985
 CK4284_MARK LOGO: NGS   
 CK4284_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4284+STABILITY: SURFACE MOTION
 CK4284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4284+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1991
 CK4284
 CK4284  HISTORY     - Date     Condition        Report By
 CK4284  HISTORY     - 1985     MONUMENTED       NGS
 CK4284  HISTORY     - 1985     GOOD             NGS
 CK4284  HISTORY     - 19870312 GOOD
 CK4284  HISTORY     - 19910521 GOOD             SCGS
 CK4284
 CK4284                          STATION DESCRIPTION
 CK4284
 CK4284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4284'STATION IS LOCATED 16.0 KM (10.0 MI) SOUTH-SOUTHEAST OF ADAMS
 CK4284'RUN, 8.0 KM (5.0 MI) NORTHEAST OF THE SOUTH END OF STATE HIGHWAY
 CK4284'174, ON THE BORDERLINE OF COUNTY RIGHT-OF-WAY AND A CEMETERY.
 CK4284'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4284'
 CK4284'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 174 IN ADAMS
 CK4284'RUN, GO SOUTH ON HIGHWAY 174 FOR 9.8 KM (6.1 MI) TO THE SWING
 CK4284'BRIDGE OVER THE DAWHO RIVER.  CONTINUE AHEAD FOR 10.8 KM (6.8 MI)
 CK4284'TO A PAVED ROAD LEFT (S-10-968).  TURN LEFT, NORTHERLY FOR 44.0
 CK4284'METERS TO THE MARK ON THE RIGHT.
 CK4284'
 CK4284'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4284'STAMPED---10 319 1985---,
 CK4284'IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CK4284'IT IS 4.3 METERS WEST-SOUTHWEST OF UTILITY POLE 213897, 7.7 METERS
 CK4284'SOUTHEAST OF THE ROAD CENTER, 43.8 METERS NORTHEAST OF THE HIGHWAY
 CK4284'CENTER, 3.6 METERS NORTHWEST OF THE MARY WILLIAMS HEADSTONE, AND
 CK4284'59.9 METERS NORTH OF TRIANGULATION STATION MURRAY RM 5 1963.
 CK4284'
 CK4284'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4284
 CK4284                          STATION RECOVERY (1985)
 CK4284
 CK4284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4284'RECOVERED IN GOOD CONDITION.
 CK4284
 CK4284                          STATION RECOVERY (1987)
 CK4284
 CK4284'RECOVERED 1987
 CK4284'RECOVERED IN GOOD CONDITION.
 CK4284
 CK4284                          STATION RECOVERY (1991)
 CK4284
 CK4284'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4284'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTHWEST OF EDISTO BEACH.
 CK4284'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4284'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4284'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164, 174 AND
 CK4284'STATE ROAD 55 (WILLTOWN ROAD), 1.0 MILE (1.6 KM) SOUTH OF ADAMS RUN,
 CK4284'GO SOUTHEAST ON HIGHWAY 174 FOR 11.8 MILES (19.0 KM) TO THE JUNCTION
 CK4284'OF STATE ROAD 1916 (JANE EDWARDS ROAD), CONTINUE ON HIGHWAY 174 FOR
 CK4284'0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 968, TURN LEFT ON
 CK4284'ROAD 968 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 CK4284'POWER POLE NUMBER 213897 WITH GUY WIRE IN A CEMETARY.
 CK4284'STATION IS A C0NCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (0.2 M)
 CK4284'ABOVE THE ROAD, 11.6 FEET (3.5 M) WEST OF THE POWER POLE, 10.4 FEET
 CK4284'(3.2 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE MARY WILLIAMS
 CK4284'HEADSTONE, 24.5 FEET (7.5 M) SOUTHEAST OF THE CENTER OF THE ROAD,
 CK4284'139.5 FEET (42.5 M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 182.4
 CK4284'FEET (55.6 M) NORTH NORTHEAST OF REFERENCE MARK MURRAY RM 4.
 CK4284'RECOVERED BY R.B. HICKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4285 ***********************************************************************
 CK4285  DESIGNATION -  10 320
 CK4285  PID         -  CK4285
 CK4285  STATE/COUNTY-  SC/CHARLESTON
 CK4285  USGS QUAD   -  ROCKVILLE (1971)
 CK4285
 CK4285                         *CURRENT SURVEY CONTROL
 CK4285  ___________________________________________________________________
 CK4285* NAD 83(2001)-  32 35 04.03793(N)    080 13 40.03015(W)     ADJUSTED  
 CK4285* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 CK4285  ___________________________________________________________________
 CK4285  X           -     913,055.462 (meters)                     COMP
 CK4285  Y           -  -5,301,354.304 (meters)                     COMP
 CK4285  Z           -   3,415,201.862 (meters)                     COMP
 CK4285  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CK4285  ELLIP HEIGHT-         -30.80  (meters)          (12/20/99) GPS OBS
 CK4285  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 CK4285
 CK4285  HORZ ORDER  -  FIRST
 CK4285  ELLP ORDER  -  FOURTH    CLASS I
 CK4285
 CK4285.The horizontal coordinates were established by GPS observations
 CK4285.and adjusted by the National Geodetic Survey in March 2004..
 CK4285
 CK4285.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4285
 CK4285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4285
 CK4285.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4285
 CK4285.The ellipsoidal height was determined by GPS observations
 CK4285.and is referenced to NAD 83.
 CK4285
 CK4285.The geoid height was determined by GEOID03.
 CK4285
 CK4285;                    North         East     Units Scale Factor Converg.
 CK4285;SPC SC       -    83,573.278   682,099.501   MT  0.99997132   +0 25 41.2
 CK4285;SPC SC       -   274,190.54  2,237,859.26   iFT  0.99997132   +0 25 41.2
 CK4285;UTM  17      - 3,605,484.145   572,474.183   MT  0.99966477   +0 24 57.2
 CK4285
 CK4285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4285!SPC SC       -   1.00000484  x   0.99997132  =   0.99997616
 CK4285!UTM  17      -   1.00000484  x   0.99966477  =   0.99966960
 CK4285
 CK4285                          SUPERSEDED SURVEY CONTROL
 CK4285
 CK4285  NAD 83(1995)-  32 35 04.03797(N)    080 13 40.03072(W) AD(       ) 1
 CK4285  NAD 83(1986)-  32 35 04.04783(N)    080 13 40.03286(W) AD(       ) 1
 CK4285  NAD 27      -  32 35 03.38261(N)    080 13 40.68643(W) AD(       ) 1
 CK4285  NGVD 29 (10/12/88)    2.2    (m)            7.     (f) GPS OBS        
 CK4285
 CK4285.Superseded values are not recommended for survey control.
 CK4285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4285.See file dsdata.txt to determine how the superseded data were derived.
 CK4285
 CK4285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7247405484(NAD 83)
 CK4285_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4285_SP_SET: CONCRETE POST
 CK4285_STAMPING: 10 320 1985
 CK4285_MARK LOGO: NGS   
 CK4285_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4285+STABILITY: SURFACE MOTION
 CK4285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4285+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1991
 CK4285
 CK4285  HISTORY     - Date     Condition        Report By
 CK4285  HISTORY     - 1985     MONUMENTED       NGS
 CK4285  HISTORY     - 1985     GOOD             NGS
 CK4285  HISTORY     - 19870316 GOOD
 CK4285  HISTORY     - 19910522 GOOD             SCGS
 CK4285
 CK4285                          STATION DESCRIPTION
 CK4285
 CK4285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4285'STATION IS LOCATED 11.0 KM (6.8 MI) NORTHEAST OF THE END OF STATE
 CK4285'HIGHWAY 174 AT EDISTO BEACH, 3.5 KM (2.2 MI) SOUTHWEST OF
 CK4285'ROCKVILLE, 2.1 KM (1.3 MI) WEST OF THE CONFLUENCE OF THE EDISTO
 CK4285'RIVER AND BOHICKET CREEK, AT THE END OF A FIELD ROAD AT THE WEST
 CK4285'SHORE OF
 CK4285'THE EDISTO RIVER.  OWNERSHIP--MITCHELL ESTATE, MANAGER. ALBERT
 CK4285'SIMMONS JR. (ATTORNEY), 160 E BAY. HOME PHONE 723-3350. WORK PHONE.
 CK4285'722-3366, RAYMOND TUMBLESOM - PACKING SHED, WORK PHONE 869-2555.
 CK4285'HOME PHONE 869-2280.
 CK4285'
 CK4285'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 174 IN ADAMS
 CK4285'RUN, GO SOUTH ON HIGHWAY 174 FOR 9.8 KM (6.1 MI) TO THE BRIDGE OVER
 CK4285'THE DAWHO RIVER.  CONTINUE AHEAD FOR 13.65 KM (8.5 MI) TO A PAVED
 CK4285'ROAD LEFT (S-10-1452) AT THE EDISTO ISLAND STORE.  BEAR LEFT,
 CK4285'SOUTHEAST, FOR 3.0 KM (1.9 MI) TO END OF PAVEMENT AT A LOCKED BAR
 CK4285'GATE.  PASS THROUGH GATE ON FIELD ROAD, EAST, FOR 1.1 KM (0.7 MI)
 CK4285'TO A FIELD ROAD RIGHT.  CONTINUE EASTERLY ON FIELD ROAD FOR 0.3 KM
 CK4285'(0.2 MI) TO A DESERTED HOUSE ON THE RIGHT.  CONTINUE AHEAD FOR 0.34
 CK4285'KM (0.2 MI) TO A TREE GAP AND A T-ROAD.  TURN LEFT, NORTHWEST, ON
 CK4285'FIELD ROAD FOR 0.1 KM (0.05 MI) TO A ROAD RIGHT.  TURN RIGHT,
 CK4285'NORTHEAST, ON ROAD THROUGH MIDDLE OF FIELD FOR 0.56 KM (0.35 MI) TO
 CK4285'A T-ROAD JUST PAST A TREE GAP.  TURN RIGHT, SOUTHEAST, ON WINDING
 CK4285'ROAD THROUGH AN EQUIPMENT STORAGE AREA, FOR 0.1 KM (0.05 MI) TO A
 CK4285'TREE GAP JUST PAST A METAL BUILDING ON THE LEFT.  PASS THROUGH GAP,
 CK4285'THEN TURN LEFT, NORTHEAST, ALONG SOUTHEAST SIDE OF TREE LINE FOR
 CK4285'0.5 KM (0.3 MI) TO THE MARK ON THE LEFT IN THE FENCELINE.
 CK4285'
 CK4285'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4285'STAMPED---10 320 1985---,
 CK4285'IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 15 CM.  IT IS
 CK4285'1.1 METERS SOUTHEAST OF A FIBERGLASS WITNESS POST IN THE FENCELINE,
 CK4285'12.8 METERS SOUTHWEST OF A PALMETTO TREE AT END OF FENCELINE, 28.0
 CK4285'METERS WEST-SOUTHWEST OF THE HIGHWATER LINE, 29.0 METERS
 CK4285'SOUTH-SOUTHWEST OF A 1-METER OAK TREE AT THE WATER LINE, AND 90.55
 CK4285'METERS NORTH OF TRIANGULATION STATION OAK 1914.
 CK4285'
 CK4285'PERMISSION BY MR. MURRAY IF YOU WORK AT NIGHT, NEED KEY OR PUT
 CK4285'COMBO LOCK IN CHAIN.  STATION WAS OCCUPIED BY GPS.  DESCRIBED BY
 CK4285'G.R. HEID, TYPED BY SCGS.
 CK4285
 CK4285                          STATION RECOVERY (1985)
 CK4285
 CK4285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4285'RECOVERED IN GOOD CONDITION.
 CK4285
 CK4285                          STATION RECOVERY (1987)
 CK4285
 CK4285'RECOVERED 1987
 CK4285'RECOVERED IN GOOD CONDITION.
 CK4285
 CK4285                          STATION RECOVERY (1991)
 CK4285
 CK4285'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4286 ***********************************************************************
 CK4286  DESIGNATION -  10 321
 CK4286  PID         -  CK4286
 CK4286  STATE/COUNTY-  SC/CHARLESTON
 CK4286  USGS QUAD   -  EDISTO ISLAND (1972)
 CK4286
 CK4286                         *CURRENT SURVEY CONTROL
 CK4286  ___________________________________________________________________
 CK4286* NAD 83(2001)-  32 32 29.26838(N)    080 17 20.62125(W)     ADJUSTED  
 CK4286* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 CK4286  ___________________________________________________________________
 CK4286  X           -     907,818.452 (meters)                     COMP
 CK4286  Y           -  -5,304,858.426 (meters)                     COMP
 CK4286  Z           -   3,411,184.638 (meters)                     COMP
 CK4286  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 CK4286  ELLIP HEIGHT-         -29.11  (meters)          (12/20/99) GPS OBS
 CK4286  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 CK4286
 CK4286  HORZ ORDER  -  FIRST
 CK4286  ELLP ORDER  -  FOURTH    CLASS I
 CK4286
 CK4286.The horizontal coordinates were established by GPS observations
 CK4286.and adjusted by the National Geodetic Survey in March 2004..
 CK4286
 CK4286.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4286
 CK4286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4286
 CK4286.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4286
 CK4286.The ellipsoidal height was determined by GPS observations
 CK4286.and is referenced to NAD 83.
 CK4286
 CK4286.The geoid height was determined by GEOID03.
 CK4286
 CK4286;                    North         East     Units Scale Factor Converg.
 CK4286;SPC SC       -    78,764.593   676,379.543   MT  0.99998565   +0 23 38.9
 CK4286;SPC SC       -   258,414.02  2,219,092.99   iFT  0.99998565   +0 23 38.9
 CK4286;UTM  17      - 3,600,678.187   566,755.043   MT  0.99965495   +0 22 56.8
 CK4286
 CK4286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4286!SPC SC       -   1.00000457  x   0.99998565  =   0.99999022
 CK4286!UTM  17      -   1.00000457  x   0.99965495  =   0.99965952
 CK4286
 CK4286                          SUPERSEDED SURVEY CONTROL
 CK4286
 CK4286  NAD 83(1995)-  32 32 29.26827(N)    080 17 20.62110(W) AD(       ) 1
 CK4286  NAD 83(1986)-  32 32 29.27968(N)    080 17 20.62475(W) AD(       ) 1
 CK4286  NAD 27      -  32 32 28.60396(N)    080 17 21.26793(W) AD(       ) 1
 CK4286  NGVD 29 (10/12/88)    3.7    (m)           12.     (f) GPS OBS        
 CK4286
 CK4286.Superseded values are not recommended for survey control.
 CK4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4286.See file dsdata.txt to determine how the superseded data were derived.
 CK4286
 CK4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6675500678(NAD 83)
 CK4286_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4286_SP_SET: CONCRETE POST
 CK4286_STAMPING: 10 321 1985
 CK4286_MARK LOGO: NGS   
 CK4286_PROJECTION: RECESSED 5 CENTIMETERS
 CK4286_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4286+STABILITY: SURFACE MOTION
 CK4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK4286+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 CK4286
 CK4286  HISTORY     - Date     Condition        Report By
 CK4286  HISTORY     - 1985     MONUMENTED       NGS
 CK4286  HISTORY     - 1985     GOOD             NGS
 CK4286  HISTORY     - 19870312 GOOD
 CK4286  HISTORY     - 19910521 GOOD             SCGS
 CK4286  HISTORY     - 20050810 GOOD             SCGS
 CK4286
 CK4286                          STATION DESCRIPTION
 CK4286
 CK4286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4286'STATION IS LOCATED 3.8 KM (2.4 MI) NORTH OF THE END OF STATE
 CK4286'HIGHWAY 174 AT EDISTO BEACH, 2.2 KM (1.4 MI) SOUTH-SOUTHWEST OF THE
 CK4286'HIGHWAY 174 BRIDGE OVER STORE CREEK, ON THE RIGHT-OF-WAY OF HIGHWAY
 CK4286'174, IN BETWEEN THE TWO ENTRANCE DRIVES TO A BRICK HOUSE.
 CK4286'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4286'
 CK4286'TO REACH FROM THE ENTRANCE TO EDISTO BEACH STATE PARK AT THE
 CK4286'TERMINUS OF HIGHWAY 174 AT EDISTO BEACH, GO NORTH ON HIGHWAY 174
 CK4286'FOR 4.4 KM (2.75 MI) TO A PAVED CROSSROAD (S-10-2247), CONTINUE
 CK4286'AHEAD FOR 0.18 KM (0.1 MI) TO THE STATION ON THE RIGHT, JUST BEFORE
 CK4286'REACHING A SMALL CHURCH ON THE LEFT.
 CK4286'
 CK4286'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4286'STAMPED---10 321 1985---,
 CK4286'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2 CM BELOW GROUND.
 CK4286'IT IS 10.2 METERS SOUTHEAST OF THE HIGHWAY CENTER, 3.7 METERS
 CK4286'NORTHEAST OF A FIBERGLASS WITNESS POST SET IN A CEDAR  BUSH, 7.6
 CK4286'METERS SOUTHWEST OF THE CENTER OF THE NORTH DRIVE TO THE HOUSE,
 CK4286'15.8 METERS NORTHEAST OF THE CENTER OF THE SOUTH DRIVE TO THE
 CK4286'HOUSE, AND 15.2 METERS NORTH-NORTHWEST OF A LONE 50-CM TREE IN THE
 CK4286'FRONT YARD OF THE HOUSE.
 CK4286'
 CK4286'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4286
 CK4286                          STATION RECOVERY (1985)
 CK4286
 CK4286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4286'RECOVERED IN GOOD CONDITION.
 CK4286
 CK4286                          STATION RECOVERY (1987)
 CK4286
 CK4286'RECOVERED 1987
 CK4286'RECOVERED IN GOOD CONDITION.
 CK4286
 CK4286                          STATION RECOVERY (1991)
 CK4286
 CK4286'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4286'STATION IS LOCATED 1.2 MILES (1.9 KM) NORTH NORTHEAST OF EDISTO BEACH.
 CK4286'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4286'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4286'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164, 174 AND
 CK4286'STATE ROAD 55 (WILLTOWN ROAD), 1.0 MILE (1.6 KM) SOUTH OF ADAMS RUN,
 CK4286'GO SOUTHEAST ON HIGHWAY 174 FOR 13.9 MILES (22.4 KM) TO THE JUNCTION
 CK4286'OF STATE ROAD 767 (PETER POINT ROAD), CONTINUE ON HIGHWAY 174 FOR
 CK4286'1.35 MILES (2.17 KM) TO THE STATION ON THE LEFT IN THE FRONT YARD OF
 CK4286'A RED BRICK HOUSE NUMBER 0911 ACROSS THE HIGHWAY FROM THE BETHEL
 CK4286'A.M.E. CHURCH.
 CK4286'STATION IS A C0NCRETE POST RECESSED 1-INCH AND 0.2 FOOT (0.1 M) ABOVE
 CK4286'THE HIGHWAY, 50.0 FEET (15.2 M) NORTH OF A LONE 22-INCH CHERRY TREE,
 CK4286'24.5 FEET (7.5 M) WEST SOUTHWEST OF THE CENTER OF A DRIVE LEADING TO
 CK4286'THE HOUSE, 32.3 FEET (9.8 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 CK4286'HIGHWAY, 78.6 FEET (24.0 M) EAST NORTHEAST OF A POWER POLE NUMBER
 CK4286'393274, 12.3 FEET (3.7 M) EAST NORTHEAST OF A WITNESS POST.
 CK4286'RECOVERED BY R.B. HICKS.
 CK4286
 CK4286                          STATION RECOVERY (2005)
 CK4286
 CK4286'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4286'STATION IS LOCATED 5.1 MI (8.21 KM) NORTH NORTHEAST OF EDISTO BEACH,
 CK4286'26.3 MI (42.33 KM) SOUTHWEST OF CHARLESTON.  OWNERSHIP--SCDOT,
 CK4286'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4286'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK4286'HIGHWAYS 174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MILE (1.6 KM)
 CK4286'SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69
 CK4286'KM) TO THE SOUTH END OF THE BRIDGE OVER DAWHO RIVER, CONTINUE ON
 CK4286'HIGHWAY 174 FOR 8.3 MI (13.36 KM) TO THE JUNCTION OF STATE ROAD 767
 CK4286'(PETERS POINT ROAD), CONTINUE ON HIGHWAY 174 FOR 1.35 MI (2.17 KM) TO
 CK4286'THE STATION ON THE LEFT IN FRONT OF A BRICK HOUSE NUMBER 934. STATION
 CK4286'IS A C0NCRETE POST RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE HIGHWAY,
 CK4286'32.8 FT (10.0 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 17.8 FT
 CK4286'(5.4 M) WEST OF A 1.5-FOOT DOUBLE TRUNK LIVE OAK TREE WITH A SCGS
 CK4286'REFERENCE WASHER ATTACHED, 14.3 FT (4.4 M) NORTHEAST OF A 1.5-FOOT
 CK4286'MULTI-TRUNKED CEDAR TREE, 25.5 FT (7.8 M) WEST SOUTHWEST OF THE CENTER
 CK4286'OF THE EAST DRIVEWAY, 49.5 FT (15.1 M) EAST NORTHEAST OF THE WEST
 CK4286'DRIVEWAY TO THE HOUSE, 125.5 FT (38.3 M) WEST SOUTHWEST OF A POWER
 CK4286'POLE NUMBER 26892. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4287 ***********************************************************************
 CK4287  DESIGNATION -  10 322
 CK4287  PID         -  CK4287
 CK4287  STATE/COUNTY-  SC/CHARLESTON
 CK4287  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK4287
 CK4287                         *CURRENT SURVEY CONTROL
 CK4287  ___________________________________________________________________
 CK4287* NAD 83(2001)-  32 43 05.07391(N)    080 14 21.40240(W)     ADJUSTED  
 CK4287* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 CK4287  ___________________________________________________________________
 CK4287  X           -     910,636.835 (meters)                     COMP
 CK4287  Y           -  -5,293,658.952 (meters)                     COMP
 CK4287  Z           -   3,427,678.864 (meters)                     COMP
 CK4287  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CK4287  ELLIP HEIGHT-         -29.95  (meters)          (12/20/99) GPS OBS
 CK4287  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 CK4287
 CK4287  HORZ ORDER  -  FIRST
 CK4287  ELLP ORDER  -  FOURTH    CLASS I
 CK4287
 CK4287.The horizontal coordinates were established by GPS observations
 CK4287.and adjusted by the National Geodetic Survey in March 2004..
 CK4287
 CK4287.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4287
 CK4287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4287
 CK4287.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4287
 CK4287.The ellipsoidal height was determined by GPS observations
 CK4287.and is referenced to NAD 83.
 CK4287
 CK4287.The geoid height was determined by GEOID03.
 CK4287
 CK4287;                    North         East     Units Scale Factor Converg.
 CK4287;SPC SC       -    98,382.488   680,911.495   MT  0.99993032   +0 25 18.3
 CK4287;SPC SC       -   322,777.19  2,233,961.60   iFT  0.99993032   +0 25 18.3
 CK4287;UTM  17      - 3,620,289.346   571,289.459   MT  0.99966267   +0 24 40.3
 CK4287
 CK4287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4287!SPC SC       -   1.00000470  x   0.99993032  =   0.99993502
 CK4287!UTM  17      -   1.00000470  x   0.99966267  =   0.99966737
 CK4287
 CK4287                          SUPERSEDED SURVEY CONTROL
 CK4287
 CK4287  NAD 83(1995)-  32 43 05.07430(N)    080 14 21.40202(W) AD(       ) 1
 CK4287  NAD 83(1986)-  32 43 05.08212(N)    080 14 21.40650(W) AD(       ) 1
 CK4287  NAD 27      -  32 43 04.44785(N)    080 14 22.05711(W) AD(       ) 1
 CK4287  NGVD 29 (10/12/88)    2.9    (m)           10.     (f) GPS OBS        
 CK4287
 CK4287.Superseded values are not recommended for survey control.
 CK4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4287.See file dsdata.txt to determine how the superseded data were derived.
 CK4287
 CK4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7128920289(NAD 83)
 CK4287_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4287_SP_SET: CONCRETE POST
 CK4287_STAMPING: 10 322 1985
 CK4287_MARK LOGO: NGS   
 CK4287_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4287+STABILITY: SURFACE MOTION
 CK4287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4287+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1991
 CK4287
 CK4287  HISTORY     - Date     Condition        Report By
 CK4287  HISTORY     - 1985     MONUMENTED       NGS
 CK4287  HISTORY     - 1985     GOOD             NGS
 CK4287  HISTORY     - 19870323 GOOD
 CK4287  HISTORY     - 19910522 GOOD             SCGS
 CK4287  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK4287  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK4287
 CK4287                          STATION DESCRIPTION
 CK4287
 CK4287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4287'STATION IS LOCATED 1.8 KM (1.1 MI) SOUTH OF HOLLYWOOD, IN THE
 CK4287'MEGGETT COMMUNITY, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 165.
 CK4287'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4287'
 CK4287'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 165 IN
 CK4287'HOLLYWOOD, GO SOUTH ON HIGHWAY 165 FOR 1.44 KM (0.9 MI) TO A FORK.
 CK4287'BEAR LEFT, SOUTHEAST, ON THE HIGHWAY FOR 0.86 KM (0.55 MI) TO A
 CK4287'FORK WHERE HIGHWAY CURVES RIGHT, AND THE STATION ON THE LEFT.
 CK4287'
 CK4287'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4287'STAMPED---10 322 1985---,
 CK4287'IS SET IN THE TOP OF A ROUND CONCRETE POST 10 CM BELOW GROUND.  IT
 CK4287'IS ABOUT 75 METERS NORTH OF THE MEGGETT POST OFFICE, 17.1 METERS
 CK4287'SOUTH OF THE SOUTH CORNER OF A PORCH ON AN UNPAINTED FRAME HOUSE,
 CK4287'9.0 METERS NORTHEAST OF THE HIGHWAY CENTER, 2.8 METERS NORTHWEST OF
 CK4287'UTILITY POLE 35464, AND 2.6 METERS SOUTHWEST OF A GUY WIRE.
 CK4287'
 CK4287'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4287
 CK4287                          STATION RECOVERY (1985)
 CK4287
 CK4287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4287'RECOVERED IN GOOD CONDITION.
 CK4287
 CK4287                          STATION RECOVERY (1987)
 CK4287
 CK4287'RECOVERED 1987
 CK4287'RECOVERED IN GOOD CONDITION.
 CK4287
 CK4287                          STATION RECOVERY (1991)
 CK4287
 CK4287'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4287'STATION IS LOCATED IN MEGGETT. OWNERSHIP--SCDHPT, DIRECTOR OF
 CK4287'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4287'803-737-1350.
 CK4287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 165
 CK4287'IN HOLLYWOOD, GO SOUTH ON HIGHWAY 165 FOR 0.9 MILE (1.4 KM) TO THE
 CK4287'FORK JUNCTION OF STATE ROAD 390 (TOOGOODOO ROAD), BEAR LEFT ON
 CK4287'HIGHWAY 165 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF A DIRT ROAD
 CK4287'LEFT (COASTLINE ROAD), CONTINUE ON HIGHWAY 165 FOR 0.05 MILE
 CK4287'(0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE NUMBER 335464
 CK4287'WITH GUY WIRE IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD
 CK4287'1846 (CHURCH FLATS ROAD).
 CK4287'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE HIGHWAY,
 CK4287'29.8 FEET (9.1 M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 9.7 FEET
 CK4287'(3.0 M) NORTHWEST OF THE POWER POLE, 145.2 FEET (44.3 M) SOUTHEAST OF
 CK4287'AZIMUTH STATION MEG AZ MK, 20.5 FEET (6.2 M) NORTH NORTHEAST OF THE
 CK4287'EXTENDED CENTER OF CHURCH FLATS ROAD, 115.5 FEET (35.2 M) SOUTHEAST
 CK4287'OF THE CENTER OF COASTLINE ROAD, 66.0 FEET (20.1 M) SOUTH OF THE
 CK4287'SOUTH CORNER OF THE RESIDENCE AT 1784 COASTLINE ROAD.
 CK4287'RECOVERED BY R.W. ROBERTS.
 CK4287
 CK4287                          STATION RECOVERY (2001)
 CK4287
 CK4287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4287'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK4287
 CK4287                          STATION RECOVERY (2001)
 CK4287
 CK4287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4287'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4288 ***********************************************************************
 CK4288  DESIGNATION -  10 323
 CK4288  PID         -  CK4288
 CK4288  STATE/COUNTY-  SC/CHARLESTON
 CK4288  USGS QUAD   -  ADAMS RUN (1972)
 CK4288
 CK4288                         *CURRENT SURVEY CONTROL
 CK4288  ___________________________________________________________________
 CK4288* NAD 83(2001)-  32 40 56.61862(N)    080 17 34.41454(W)     ADJUSTED  
 CK4288* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 CK4288  ___________________________________________________________________
 CK4288  X           -     906,043.515 (meters)                     COMP
 CK4288  Y           -  -5,296,616.875 (meters)                     COMP
 CK4288  Z           -   3,424,349.546 (meters)                     COMP
 CK4288  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 CK4288  ELLIP HEIGHT-         -28.83  (meters)          (12/20/99) GPS OBS
 CK4288  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CK4288
 CK4288  HORZ ORDER  -  FIRST
 CK4288  ELLP ORDER  -  FOURTH    CLASS I
 CK4288
 CK4288.The horizontal coordinates were established by GPS observations
 CK4288.and adjusted by the National Geodetic Survey in March 2004..
 CK4288
 CK4288.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4288
 CK4288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4288
 CK4288.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4288
 CK4288.The ellipsoidal height was determined by GPS observations
 CK4288.and is referenced to NAD 83.
 CK4288
 CK4288.The geoid height was determined by GEOID03.
 CK4288
 CK4288;                    North         East     Units Scale Factor Converg.
 CK4288;SPC SC       -    94,390.039   675,912.725   MT  0.99994075   +0 23 31.3
 CK4288;SPC SC       -   309,678.61  2,217,561.43   iFT  0.99994075   +0 23 31.3
 CK4288;UTM  17      - 3,616,298.908   566,291.352   MT  0.99965419   +0 22 54.6
 CK4288
 CK4288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4288!SPC SC       -   1.00000453  x   0.99994075  =   0.99994528
 CK4288!UTM  17      -   1.00000453  x   0.99965419  =   0.99965871
 CK4288
 CK4288                          SUPERSEDED SURVEY CONTROL
 CK4288
 CK4288  NAD 83(1995)-  32 40 56.61859(N)    080 17 34.41479(W) AD(       ) 1
 CK4288  NAD 83(1986)-  32 40 56.62884(N)    080 17 34.41923(W) AD(       ) 1
 CK4288  NAD 27      -  32 40 55.98233(N)    080 17 35.06235(W) AD(       ) 1
 CK4288  NGVD 29 (10/12/88)    3.8    (m)           12.     (f) GPS OBS        
 CK4288
 CK4288.Superseded values are not recommended for survey control.
 CK4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4288.See file dsdata.txt to determine how the superseded data were derived.
 CK4288
 CK4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6629116299(NAD 83)
 CK4288_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4288_SP_SET: CONCRETE POST
 CK4288_STAMPING: 10 323 1985
 CK4288_MARK LOGO: NGS   
 CK4288_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4288+STABILITY: SURFACE MOTION
 CK4288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4288+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1991
 CK4288
 CK4288  HISTORY     - Date     Condition        Report By
 CK4288  HISTORY     - 1985     MONUMENTED       NGS
 CK4288  HISTORY     - 1985     GOOD             NGS
 CK4288  HISTORY     - 19870317 GOOD
 CK4288  HISTORY     - 19910522 GOOD             SCGS
 CK4288
 CK4288                          STATION DESCRIPTION
 CK4288
 CK4288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4288'STATION IS LOCATED 7.5 KM (4.7 MI) SOUTHWEST OF HOLLYWOOD, 6.5 KM
 CK4288'(4.0 MI) SOUTHEAST OF ADAMS RUN, VERY NEAR TO THE TERMINUS OF
 CK4288'COUNTY ROAD S-10-128, ON THE RIGHT-OF-WAY OF S-10-128, AT THE
 CK4288'CORNER OF A FENCED PASTURE.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT
 CK4288'OF HIGHWAYS.
 CK4288'
 CK4288'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 165 IN
 CK4288'HOLLYWOOD, GO SOUTH ON HIGHWAY 165 FOR 2.37 KM (1.5 MI) TO THE
 CK4288'MEGGETT POST OFFICE ON THE LEFT.  CONTINUE AHEAD FOR 0.81 KM (0.5
 CK4288'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTHWEST, ON BETHEL P O
 CK4288'ROAD (S-10-128) FOR 5.96 KM (3.7 MI) TO A DIRT ROAD LEFT JUST
 CK4288'BEFORE END OF THE HIGHWAY, AND STATION ON THE LEFT.
 CK4288'
 CK4288'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4288'STAMPED---10 323 1985---,
 CK4288'IS SET IN THE TOP OF A ROUND CONCRETE POST 4 CM BELOW GROUND.  IT
 CK4288'IS 7.4 METERS SOUTHEAST OF THE CENTER OF THE HIGHWAY, 5.0 METERS
 CK4288'SOUTHWEST OF THE DIRT ROAD CENTER, 1.3 METERS WEST OF A SAWED-OFF
 CK4288'TELEPHONE POLE FENCE CORNER POST, AND 0.8 METER NORTHWEST OF A
 CK4288'FIBERGLASS WITNESS POST IN THE FENCE LINE.
 CK4288'
 CK4288'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4288
 CK4288                          STATION RECOVERY (1985)
 CK4288
 CK4288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4288'RECOVERED IN GOOD CONDITION.
 CK4288
 CK4288                          STATION RECOVERY (1987)
 CK4288
 CK4288'RECOVERED 1987
 CK4288'RECOVERED IN GOOD CONDITION.
 CK4288
 CK4288                          STATION RECOVERY (1991)
 CK4288
 CK4288'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4288'STATION IS LOCATED 4.2 MILES (6.8 KM) SOUTHEAST OF ADAMS RUN, 4.05
 CK4288'MILES (6.52 KM) SOUTHWEST OF MEGGETT. OWNERSHIP--SCDHPT, DIRECTOR OF
 CK4288'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4288'803-737-1350.
 CK4288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 165
 CK4288'IN HOLLYWOOD, GO SOUTH ON HIGHWAY 165 FOR 2.0 MILES (3.2 KM) TO THE
 CK4288'JUNCTION OF STATE ROAD 128 (ETHEL P.O. ROAD), TURN RIGHT ON ROAD 128
 CK4288'FOR 2.15 MILES (3.46 KM) TO THE JUNCTION OF STATE ROAD 2404 (OLD
 CK4288'SMOAK HOUSE ROAD), CONTINUE ON ROAD 128 FOR 1.6 MILES (2.6 KM) TO THE
 CK4288'JUNCTION OF A DIRT FIELD ACCESS ROAD LEFT AND THE STATION NEAR A
 CK4288'FENCE CORNER IN THE SOUTHWEST ANGLE OF THE JUNCTION.
 CK4288'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE ROAD,
 CK4288'24.1 FEET (7.3 M) SOUTH OF THE CENTER OF THE ROAD, 4.0 FEET (1.2 M)
 CK4288'NORTHWEST OF THE NORTHEAST FENCE CORNER, 14.0 FEET (4.3 M) WEST
 CK4288'SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 2.5 FEET (0.8 M) NORTH
 CK4288'NORTHWEST OF THE EAST-WEST FENCE LINE ON THE SOUTH SIDE OF THE ROAD,
 CK4288'13.6 FEET (4.1 M) EAST NORTHEAST OF THE EASTERN GATE POST IN THE
 CK4288'FENCE LINE, 2.2 FEET (0.7 M) NORTH NORTHWEST OF A WITNESS POST.
 CK4288'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4289 ***********************************************************************
 CK4289  DESIGNATION -  10 324
 CK4289  PID         -  CK4289
 CK4289  STATE/COUNTY-  SC/CHARLESTON
 CK4289  USGS QUAD   -  ADAMS RUN (1972)
 CK4289
 CK4289                         *CURRENT SURVEY CONTROL
 CK4289  ___________________________________________________________________
 CK4289* NAD 83(2001)-  32 43 40.94936(N)    080 17 19.29481(W)     ADJUSTED  
 CK4289* NAVD 88     -         9.5    (meters)      31.     (feet)  VERTCON   
 CK4289  ___________________________________________________________________
 CK4289  X           -     905,971.247 (meters)                     COMP
 CK4289  Y           -  -5,293,859.484 (meters)                     COMP
 CK4289  Z           -   3,428,612.525 (meters)                     COMP
 CK4289  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 CK4289  ELLIP HEIGHT-         -22.73  (meters)          (12/20/99) GPS OBS
 CK4289  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 CK4289
 CK4289  HORZ ORDER  -  FIRST
 CK4289  ELLP ORDER  -  FOURTH    CLASS I
 CK4289
 CK4289.The horizontal coordinates were established by GPS observations
 CK4289.and adjusted by the National Geodetic Survey in March 2004..
 CK4289
 CK4289.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4289
 CK4289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4289
 CK4289.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4289
 CK4289.The ellipsoidal height was determined by GPS observations
 CK4289.and is referenced to NAD 83.
 CK4289
 CK4289.The geoid height was determined by GEOID03.
 CK4289
 CK4289;                    North         East     Units Scale Factor Converg.
 CK4289;SPC SC       -    99,454.553   676,271.750   MT  0.99992748   +0 23 39.7
 CK4289;SPC SC       -   326,294.47  2,218,739.34   iFT  0.99992748   +0 23 39.7
 CK4289;UTM  17      - 3,621,361.943   566,651.158   MT  0.99965478   +0 23 04.5
 CK4289
 CK4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4289!SPC SC       -   1.00000357  x   0.99992748  =   0.99993105
 CK4289!UTM  17      -   1.00000357  x   0.99965478  =   0.99965835
 CK4289
 CK4289                          SUPERSEDED SURVEY CONTROL
 CK4289
 CK4289  NAD 83(1995)-  32 43 40.94894(N)    080 17 19.29526(W) AD(       ) 1
 CK4289  NAD 83(1986)-  32 43 40.95850(N)    080 17 19.29906(W) AD(       ) 1
 CK4289  NAD 83(1986)-  32 43 40.95988(N)    080 17 19.30108(W) AD(       ) 1
 CK4289  NAD 27      -  32 43 40.31821(N)    080 17 19.94225(W) AD(       ) 1
 CK4289  NGVD 29 (10/12/88)    9.8    (m)           32.     (f) GPS OBS        
 CK4289
 CK4289.Superseded values are not recommended for survey control.
 CK4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4289.See file dsdata.txt to determine how the superseded data were derived.
 CK4289
 CK4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6665121362(NAD 83)
 CK4289_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4289_SP_SET: CONCRETE POST
 CK4289_STAMPING: 10 324 1985
 CK4289_MARK LOGO: NGS   
 CK4289_PROJECTION: FLUSH
 CK4289_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK4289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4289+STABILITY: SURFACE MOTION
 CK4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4289+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1998
 CK4289
 CK4289  HISTORY     - Date     Condition        Report By
 CK4289  HISTORY     - 1985     MONUMENTED       NGS
 CK4289  HISTORY     - 1985     GOOD             NGS
 CK4289  HISTORY     - 19870310 GOOD
 CK4289  HISTORY     - 19910408 GOOD             SCGS
 CK4289  HISTORY     - 19980513 GOOD             SCGS
 CK4289  HISTORY     - 20010331 GOOD             NGS
 CK4289  HISTORY     - 20011210 GOOD             NGS
 CK4289
 CK4289                          STATION DESCRIPTION
 CK4289
 CK4289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4289'STATION IS LOCATED 4.8 KM (3.0 MI) WEST OF HOLLYWOOD, 5.8 KM (3.6
 CK4289'MI) EAST-NORTHEAST OF ADAMS RUN, ALONG STATE HIGHWAY 162, ON THE
 CK4289'GROUNDS OF THE C.C. BLANEY ELEMENTARY SCHOOL.
 CK4289'OWNERSHIP--CHARLESTON COUNTY SCHOOLS, DISTRICT 23, RTE 1 BOX 272A,
 CK4289'YONGES ISLAND, SC 29494. PHONE 803-889-2291 OR 3791.
 CK4289'
 CK4289'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 165 IN
 CK4289'HOLLYWOOD, GO WEST ON HIGHWAY 162 FOR 4.0 KM (2.5 MI) TO THE ST.
 CK4289'LUKES AME CHURCH ON THE LEFT.  CONTINUE AHEAD FOR 0.5 KM (0.3 MI)
 CK4289'TO THE SECOND SCHOOL ENTRANCE ON THE RIGHT AND THE STATION ON THE
 CK4289'RIGHT.  (TURN RIGHT INTO DRIVE AND GET OFF OF PAVEMENT.  DRIVE GETS
 CK4289'VERY HEAVY BUS TRAFFIC).
 CK4289'
 CK4289'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4289'STAMPED---10 324 1985---,
 CK4289'IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CK4289'IT IS 17.9 METERS NORTH OF THE HIGHWAY CENTER, 60.3 METERS
 CK4289'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK SCHOOL
 CK4289'BUILDING, 6.0 METERS NORTHEAST OF THE NORTHWEST END OF A CYCLONE
 CK4289'FENCE, 4.4 METERS EAST OF THE EAST CURB OF THE ENTRANCE DRIVE, AND
 CK4289'4.1 METERS WEST OF A SHALLOW DRAINAGE DEPRESSION.
 CK4289'
 CK4289'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4289
 CK4289                          STATION RECOVERY (1985)
 CK4289
 CK4289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4289'RECOVERED IN GOOD CONDITION.
 CK4289
 CK4289                          STATION RECOVERY (1987)
 CK4289
 CK4289'RECOVERED 1987
 CK4289'RECOVERED IN GOOD CONDITION.
 CK4289
 CK4289                          STATION RECOVERY (1991)
 CK4289
 CK4289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4289'STATION IS LOCATED 4.8 KM (3.0 MI) WEST OF HOLLYWOOD, 5.8 KM (3.6
 CK4289'MI) EAST-NORTHEAST OF ADAMS RUN, ALONG STATE HIGHWAY 162, ON THE
 CK4289'GROUNDS OF THE C.C. BLANEY ELEMENTARY SCHOOL.
 CK4289'OWNERSHIP--CHARLESTON COUNTY SCHOOLS, DISTRICT 23, RTE 1 BOX 272A,
 CK4289'YONGES ISLAND, SC 29494. PHONE 803-889-2291 OR 3791.
 CK4289'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 165 IN
 CK4289'HOLLYWOOD, GO WEST ON HIGHWAY 162 FOR 4.0 KM (2.5 MI) TO THE ST.
 CK4289'LUKES AME CHURCH ON THE LEFT.  CONTINUE AHEAD FOR 0.5 KM (0.3 MI)
 CK4289'TO THE SECOND SCHOOL ENTRANCE ON THE RIGHT AND THE STATION ON THE
 CK4289'RIGHT.  (TURN RIGHT INTO DRIVE AND GET OFF OF PAVEMENT.  DRIVE GETS
 CK4289'VERY HEAVY BUS TRAFFIC).
 CK4289'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4289'STAMPED---10 324 1985---,
 CK4289'IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CK4289'IT IS 17.9 METERS NORTH OF THE HIGHWAY CENTER, 60.3 METERS
 CK4289'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK SCHOOL
 CK4289'BUILDING, 6.0 METERS NORTHEAST OF THE NORTHWEST END OF A CYCLONE
 CK4289'FENCE, 4.4 METERS EAST OF THE EAST CURB OF THE ENTRANCE DRIVE, AND
 CK4289'4.1 METERS WEST OF A SHALLOW DRAINAGE DEPRESSION.
 CK4289
 CK4289                          STATION RECOVERY (1998)
 CK4289
 CK4289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4289'STATION IS LOCATED 2.9 MILES (4.7 KM) WEST OF HOLLYWOOD, 21.1 MILES
 CK4289'(34.0 KM) WEST OF CHARLESTON.  OWNERSHIP--C.C.  BLANEY ELEMENTARY
 CK4289'SCHOOL.  TO REACH THE STATION FROM THE FORK JUNCTION OF STATE HIGHWAYS
 CK4289'162 AND 164, 4.2 MILES (6.8 KM) WEST OF HOLLYWOOD, GO EAST ON HIGHWAY
 CK4289'162 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 2457 (BOLIL
 CK4289'ROAD) , CONTINUE ON HIGHWAY 162 FOR 0.35 MILE (0.56 KM) TO THE STATION
 CK4289'ON THE LEFT IN THE FRONT YARD OF THE C.C.  ELEMENTARY SCHOOL.  STATION
 CK4289'IS A CONCRETE POST FLUSH WITH THE GROUND, 57.8 FEET (17.6 M) NORTH OF
 CK4289'THE CENTER OF THE HIGHWAY, 27.2 FEET (8.3 M) EAST OF THE CENTER OF THE
 CK4289'WEST ENTRANCE DRIVE TO THE SCHOOL, 30.2 FEET (9.2 M) NORTH NORTHWEST
 CK4289'OF THE NORTHEAST CORNER OF A 4-FOOT BY 8-FOOT CONCRETE PAD, 18.8 FEET
 CK4289'(5.7 M) NORTHEAST OF THE NORTHWEST END OF A CHAIN LINK FENCE AT THE
 CK4289'ENTRANCE DRIVE.  RECOVERED BY C.J.  STONE.
 CK4289
 CK4289                          STATION RECOVERY (2001)
 CK4289
 CK4289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4289'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK4289
 CK4289                          STATION RECOVERY (2001)
 CK4289
 CK4289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4289'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4290 ***********************************************************************
 CK4290  DESIGNATION -  10 325
 CK4290  PID         -  CK4290
 CK4290  STATE/COUNTY-  SC/CHARLESTON
 CK4290  USGS QUAD   -  OSBORN (1979)
 CK4290
 CK4290                         *CURRENT SURVEY CONTROL
 CK4290  ___________________________________________________________________
 CK4290* NAD 83(2001)-  32 45 56.48721(N)    080 17 52.08917(W)     ADJUSTED  
 CK4290* NAVD 88     -        14.0    (meters)      46.     (feet)  VERTCON   
 CK4290  ___________________________________________________________________
 CK4290  X           -     904,749.566 (meters)                     COMP
 CK4290  Y           -  -5,291,780.936 (meters)                     COMP
 CK4290  Z           -   3,432,126.666 (meters)                     COMP
 CK4290  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CK4290  ELLIP HEIGHT-         -18.25  (meters)          (12/20/99) GPS OBS
 CK4290  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CK4290
 CK4290  HORZ ORDER  -  FIRST
 CK4290  ELLP ORDER  -  FOURTH    CLASS I
 CK4290
 CK4290.The horizontal coordinates were established by GPS observations
 CK4290.and adjusted by the National Geodetic Survey in March 2004..
 CK4290
 CK4290.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4290
 CK4290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4290
 CK4290.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4290
 CK4290.The ellipsoidal height was determined by GPS observations
 CK4290.and is referenced to NAD 83.
 CK4290
 CK4290.The geoid height was determined by GEOID03.
 CK4290
 CK4290;                    North         East     Units Scale Factor Converg.
 CK4290;SPC SC       -   103,623.610   675,389.546   MT  0.99991700   +0 23 21.5
 CK4290;SPC SC       -   339,972.47  2,215,844.97   iFT  0.99991700   +0 23 21.5
 CK4290;UTM  17      - 3,625,530.028   565,769.882   MT  0.99965334   +0 22 48.2
 CK4290
 CK4290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4290!SPC SC       -   1.00000287  x   0.99991700  =   0.99991987
 CK4290!UTM  17      -   1.00000287  x   0.99965334  =   0.99965620
 CK4290
 CK4290:                Primary Azimuth Mark                     Grid Az
 CK4290:SPC SC       -  10 326                                   069 31 59.5
 CK4290:UTM  17      -  10 326                                   069 32 32.8
 CK4290
 CK4290|---------------------------------------------------------------------|
 CK4290| PID    Reference Object                     Distance      Geod. Az  |
 CK4290|                                                           dddmmss.s |
 CK4290| CK4291 10 326                              APPROX. 0.9 KM 0695521.0 |
 CK4290|---------------------------------------------------------------------|
 CK4290
 CK4290                          SUPERSEDED SURVEY CONTROL
 CK4290
 CK4290  NAD 83(1995)-  32 45 56.48657(N)    080 17 52.08965(W) AD(       ) 1
 CK4290  NAD 83(1986)-  32 45 56.49732(N)    080 17 52.09497(W) AD(       ) 1
 CK4290  NAD 27      -  32 45 55.86419(N)    080 17 52.74089(W) AD(       ) 1
 CK4290  NGVD 29 (10/12/88)   14.3    (m)           47.     (f) GPS OBS        
 CK4290
 CK4290.Superseded values are not recommended for survey control.
 CK4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4290.See file dsdata.txt to determine how the superseded data were derived.
 CK4290
 CK4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6577025530(NAD 83)
 CK4290_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4290_SP_SET: CONCRETE POST
 CK4290_STAMPING: 10 325 1985
 CK4290_MARK LOGO: NGS   
 CK4290_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4290+STABILITY: SURFACE MOTION
 CK4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4290+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1991
 CK4290
 CK4290  HISTORY     - Date     Condition        Report By
 CK4290  HISTORY     - 1985     MONUMENTED       NGS
 CK4290  HISTORY     - 1985     GOOD             NGS
 CK4290  HISTORY     - 19870310 GOOD
 CK4290  HISTORY     - 19910519 GOOD             SCGS
 CK4290
 CK4290                          STATION DESCRIPTION
 CK4290
 CK4290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4290'STATION IS LOCATED 4.8 KM (3.0 MI) WEST OF THE JUNCTION OF STATE
 CK4290'HIGHWAY 165 AND US HIGHWAY 17 IN RAVENEL, 4.7 KM (2.9 MI) EAST OF
 CK4290'THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY 174 IN THE OSBORNE
 CK4290'COMMUNITY, IN A GRASS TRAFFIC ISLAND AT THE EXIT LANE FROM A
 CK4290'ROADSIDE REST AREA ALONG HIGHWAY 17.  OWNERSHIP--SOUTH CAROLINA
 CK4290'DEPARTMENT OF HIGHWAYS.
 CK4290'
 CK4290'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 174 IN THE OSBORNE
 CK4290'COMMUNITY, GO EAST ON HIGHWAY 17 FOR 3.14 KM (1.95 MI) TO A ROAD
 CK4290'RIGHT LEADING TO THE STOLLER CHEMICAL COMPANY.  CONTINUE AHEAD FOR
 CK4290'1.63 KM (1.0 MI) TO A MEDIAN CROSSOVER AND THE STATION ON THE LEFT,
 CK4290'ON NORTH SIDE OF HIGHWAY.
 CK4290'
 CK4290'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4290'STAMPED---10 325 1985---,
 CK4290'IS SET IN THE TOP OF A ROUND CONCRETE POST 10 CM BELOW GROUND.  IT
 CK4290'IS 8.8 METERS NORTH-NORTHWEST OF THE CENTER OF THE WESTBOUND LANES,
 CK4290'13.0 METERS WEST-SOUTHWEST OF THE EAST GRASS EDGE OF THE TRAFFIC
 CK4290'TRIANGLE, 21.8 METERS SOUTH OF THE NORTH CORNER OF THE TRIANGLE,
 CK4290'AND 3.1 METERS SOUTH-SOUTHEAST OF THE CENTER OF A DRAINAGE GRATING.
 CK4290'
 CK4290'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4290
 CK4290                          STATION RECOVERY (1985)
 CK4290
 CK4290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4290'RECOVERED IN GOOD CONDITION.
 CK4290
 CK4290                          STATION RECOVERY (1987)
 CK4290
 CK4290'RECOVERED 1987
 CK4290'RECOVERED IN GOOD CONDITION.
 CK4290
 CK4290                          STATION RECOVERY (1991)
 CK4290
 CK4290'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4291 ***********************************************************************
 CK4291  DESIGNATION -  10 326
 CK4291  PID         -  CK4291
 CK4291  STATE/COUNTY-  SC/CHARLESTON
 CK4291  USGS QUAD   -  OSBORN (1979)
 CK4291
 CK4291                         *CURRENT SURVEY CONTROL
 CK4291  ___________________________________________________________________
 CK4291* NAD 83(2001)-  32 46 06.38071(N)    080 17 20.04727(W)     ADJUSTED  
 CK4291* NAVD 88     -        14.4    (meters)      47.     (feet)  VERTCON   
 CK4291  ___________________________________________________________________
 CK4291  X           -     905,543.822 (meters)                     COMP
 CK4291  Y           -  -5,291,478.011 (meters)                     COMP
 CK4291  Z           -   3,432,383.123 (meters)                     COMP
 CK4291  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 CK4291  ELLIP HEIGHT-         -17.92  (meters)          (03/27/03) GPS OBS
 CK4291  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 CK4291
 CK4291  HORZ ORDER  -  FIRST
 CK4291  ELLP ORDER  -  FOURTH    CLASS II
 CK4291
 CK4291.The horizontal coordinates were established by GPS observations
 CK4291.and adjusted by the National Geodetic Survey in March 2003..
 CK4291
 CK4291.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4291
 CK4291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4291
 CK4291.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4291
 CK4291.The ellipsoidal height was determined by GPS observations
 CK4291.and is referenced to NAD 83.
 CK4291
 CK4291.The geoid height was determined by GEOID03.
 CK4291
 CK4291;                    North         East     Units Scale Factor Converg.
 CK4291;SPC SC       -   103,934.055   676,221.335   MT  0.99991626   +0 23 39.2
 CK4291;SPC SC       -   340,990.99  2,218,573.93   iFT  0.99991626   +0 23 39.2
 CK4291;UTM  17      - 3,625,840.256   566,601.503   MT  0.99965469   +0 23 05.6
 CK4291
 CK4291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4291!SPC SC       -   1.00000281  x   0.99991626  =   0.99991907
 CK4291!UTM  17      -   1.00000281  x   0.99965469  =   0.99965750
 CK4291
 CK4291:                Primary Azimuth Mark                     Grid Az
 CK4291:SPC SC       -  10 325                                   249 31 59.1
 CK4291:UTM  17      -  10 325                                   249 32 32.7
 CK4291
 CK4291|---------------------------------------------------------------------|
 CK4291| PID    Reference Object                     Distance      Geod. Az  |
 CK4291|                                                           dddmmss.s |
 CK4291| CK4290 10 325                              APPROX. 0.9 KM 2495538.3 |
 CK4291|---------------------------------------------------------------------|
 CK4291
 CK4291                          SUPERSEDED SURVEY CONTROL
 CK4291
 CK4291  NAD 83(1995)-  32 46 06.38070(N)    080 17 20.04769(W) AD(       ) 1
 CK4291  ELLIP H (12/20/99)  -17.92   (m)                       GP(       ) 4 1
 CK4291  NAD 83(1986)-  32 46 06.38927(N)    080 17 20.05243(W) AD(       ) 1
 CK4291  NAD 27      -  32 46 05.75109(N)    080 17 20.69699(W) AD(       ) 1
 CK4291  NGVD 29 (10/12/88)   14.7    (m)           48.     (f) GPS OBS        
 CK4291
 CK4291.Superseded values are not recommended for survey control.
 CK4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4291.See file dsdata.txt to determine how the superseded data were derived.
 CK4291
 CK4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6660225840(NAD 83)
 CK4291_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4291_SP_SET: CONCRETE POST
 CK4291_STAMPING: 10 326 1985
 CK4291_MARK LOGO: NGS   
 CK4291_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4291+STABILITY: SURFACE MOTION
 CK4291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4291+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 CK4291
 CK4291  HISTORY     - Date     Condition        Report By
 CK4291  HISTORY     - 1985     MONUMENTED       NGS
 CK4291  HISTORY     - 1985     GOOD             NGS
 CK4291  HISTORY     - 19870306 GOOD
 CK4291  HISTORY     - 19900117 GOOD             NGS
 CK4291  HISTORY     - 19910408 GOOD             SCGS
 CK4291  HISTORY     - 19910520 GOOD             SCGS
 CK4291
 CK4291                          STATION DESCRIPTION
 CK4291
 CK4291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4291'STATION IS LOCATED 5.6 KM (3.5 MI) EAST OF THE JUNCTION OF US
 CK4291'HIGHWAY 17 AND STATE HIGHWAY 174 IN THE OSBORNE COMMUNITY, 3.9 KM
 CK4291'(2.4 MI) EAST OF THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY
 CK4291'165 IN RAVENEL, 0.7 KM (0.45 MI) EAST OF THE ENTRANCE TO A ROADSIDE
 CK4291'PARK ALONG HIGHWAY 17, IN THE GRASS MEDIAN OF THE HIGHWAY, AT A
 CK4291'MEDIAN CROSSOVER.
 CK4291'
 CK4291'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 174 IN THE OSBORNE
 CK4291'COMMUNITY, GO EAST ON HIGHWAY 17 FOR 5.22 KM (3.25 MI) TO THE
 CK4291'ENTRANCE TO A ROADSIDE PARK ON THE LEFT.  CONTINUE AHEAD FOR 0.6 KM
 CK4291'(0.4 MI) TO A CROSSOVER AT A HIGHWAY CURVE AND THE MARK IN THE
 CK4291'MEDIAN.
 CK4291'
 CK4291'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4291'STAMPED---10 326 1985---,
 CK4291'IS SET IN THE TOP OF A ROUND CONCRETE POST 8 CM BELOW GROUND.  IT
 CK4291'IS ACROSS THE HIGHWAY FROM THE EAST END OF A PALE YELLOW
 CK4291'CINDERBLOCK BUILDING HOUSING THE SOUTH TIRE COMPANY, 11.0 METERS
 CK4291'WEST OF THE CENTER OF THE CROSSOVER, 12.9 METERS SOUTH OF THE
 CK4291'CENTER OF THE WESTBOUND LANES, AND 8.9 METERS NORTH OF THE CENTER
 CK4291'OF THE EASTBOUND LANES.
 CK4291'
 CK4291'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4291
 CK4291                          STATION RECOVERY (1985)
 CK4291
 CK4291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4291'RECOVERED IN GOOD CONDITION.
 CK4291
 CK4291                          STATION RECOVERY (1987)
 CK4291
 CK4291'RECOVERED 1987
 CK4291'RECOVERED IN GOOD CONDITION.
 CK4291
 CK4291                          STATION RECOVERY (1990)
 CK4291
 CK4291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CK4291'THE STATION IS LOCATED ABOUT 5.79 KM (3.60 MI) EAST OF OSBORNE, 4.34
 CK4291'KM (2.70 MI) WEST OF RAVENEL.  OWNERSHIP--SCDHPT PRECONSTRUCTION
 CK4291'ENGINEER, P.O. BOX 191, COLUMBIA SC 29202, PHONE 803-737-1314.
 CK4291'TO REACH THE THE STATION FROM THE JUNCTION OF US HIGHWAY 17 (SAVANNAH
 CK4291'HIGHWAY) AND STATE HIGHWAY 174 IN OSBORNE, GO EAST ON US HIGHWAY 17
 CK4291'FOR 4.91 KM (3.05 MI) TO AN ENTRANCE TO A REST AREA ON THE LEFT,
 CK4291'CONTINUE ON US HIGHWAY FOR 0.72 KM (0.45 MI) TO A CROSSOVER ROAD AND
 CK4291'THE STATION NEAR THE WEST EDGE, ACROSS FROM A CONCRETE BLOCK BUILDING
 CK4291'FOR B AND B AUTOMOTIVE.
 CK4291'THE STATION IS A STANDARD NGS HORIZONTAL STATION MARK DISK SET IN TOP
 CK4291'OF A CONCRETE POST RECESSED ABOUT 2-INCHES BELOW THE GROUND AND 0.12 M
 CK4291'(0.4 FT) BELOW THE NORTHBOUND LANE OF THE HIGHWAY, LOCATED 26.67 M
 CK4291'(87.5 FT) NORTH OF THE NORTHWEST CORNER OF THE BUILDING, 12.89 M
 CK4291'(42.3 FT) SOUTH OF THE CENTER OF SOUTHBOUND LANE OF THE HIGHWAY, 11.76
 CK4291'M (38.6 FT) WEST OF THE CENTER OF THE CROSSOVER ROAD, 9.02 M
 CK4291'(29.6 FT) NORTH OF THE CENTER OF THE NORTHBOUND LANE OF THE HIGHWAY
 CK4291'AND 1.34 M (4.4 FT) WEST 0F A FIBERGLASS WITNESS POST.
 CK4291'DESCRIBED BY M.L.M.
 CK4291
 CK4291                          STATION RECOVERY (1991)
 CK4291
 CK4291'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4291'RECOVERED IN GOOD CONDITION.
 CK4291
 CK4291                          STATION RECOVERY (1991)
 CK4291
 CK4291'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4291'STATION IS LOCATED 3.65 MILES (5.87 KM) EAST OF OSBORN, 2.75 MILES
 CK4291'(4.43 KM) WEST OF RAVENEL.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CK4291'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202.
 CK4291'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 17 AND STATE
 CK4291'HIGHWAY 174 IN THE OSBORN COMMUNITY, GO EAST ON HIGHWAY 17 FOR 3.25
 CK4291'MILES (5.23 KM) TO THE ENTRANCE TO A ROADSIDE PARKING AREA ON THE
 CK4291'LEFT, CONTINUE ON HIGHWAY 17 FOR 0.4 MILE (0.6 KM) TO A CROSSOVER
 CK4291'ROAD LEFT AND THE STATION IN THE MEDIAN IN THE NORTHWEST ANGLE OF THE
 CK4291'JUNCTION, ACROSS THE HIGHWAY FROM A CONCRETE BLOCK BUILDING (B AND B
 CK4291'AUTOMOTIVE).
 CK4291'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.25 FOOT
 CK4291'(0.08 M) BELOW THE HIGHWAY, 41.7 FEET (12.7 M) SOUTH OF THE CENTER OF
 CK4291'THE SOUTHBOUND LANES OF THE HIGHWAY, 29.8 FEET (9.1 M) NORTH OF THE
 CK4291'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 37.0 FEET (11.3 M)
 CK4291'NORTH OF THE CENTER OF THE CROSSOVER LANE, 4.5 FEET (1.4 M) WEST
 CK4291'SOUTHWEST OF A WITNESS POST.
 CK4291'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4292 ***********************************************************************
 CK4292  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4292  DESIGNATION -  10 327
 CK4292  PID         -  CK4292
 CK4292  STATE/COUNTY-  SC/CHARLESTON
 CK4292  USGS QUAD   -  EDISTO ISLAND (1972)
 CK4292
 CK4292                         *CURRENT SURVEY CONTROL
 CK4292  ___________________________________________________________________
 CK4292* NAD 83(2001)-  32 36 45.55621(N)    080 20 40.43813(W)     ADJUSTED  
 CK4292* NAVD 88     -         2.18   (meters)       7.2    (feet)  GPS OBS   
 CK4292  ___________________________________________________________________
 CK4292  X           -     901,965.902 (meters)                     COMP
 CK4292  Y           -  -5,301,543.952 (meters)                     COMP
 CK4292  Z           -   3,417,836.846 (meters)                     COMP
 CK4292  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CK4292  ELLIP HEIGHT-         -30.07  (meters)          (05/04/06) GPS OBS
 CK4292  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 CK4292
 CK4292  HORZ ORDER  -  FIRST
 CK4292  ELLP ORDER  -  FOURTH    CLASS II
 CK4292
 CK4292.The horizontal coordinates were established by GPS observations
 CK4292.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4292
 CK4292.The orthometric height was determined by GPS observations and a
 CK4292.high-resolution geoid model using precise GPS observation and
 CK4292.processing techniques.
 CK4292
 CK4292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4292
 CK4292.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4292
 CK4292.The ellipsoidal height was determined by GPS observations
 CK4292.and is referenced to NAD 83.
 CK4292
 CK4292.The geoid height was determined by GEOID03.
 CK4292
 CK4292;                    North         East     Units Scale Factor Converg.
 CK4292;SPC SC       -    86,624.635   671,115.908   MT  0.99996223   +0 21 48.1
 CK4292;SPC SC       -   284,201.56  2,201,823.85   iFT  0.99996223   +0 21 48.1
 CK4292;UTM  17      - 3,608,536.691   561,494.603   MT  0.99964663   +0 21 11.7
 CK4292
 CK4292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4292!SPC SC       -   1.00000472  x   0.99996223  =   0.99996695
 CK4292!UTM  17      -   1.00000472  x   0.99964663  =   0.99965135
 CK4292
 CK4292                          SUPERSEDED SURVEY CONTROL
 CK4292
 CK4292  NAD 83(2001)-  32 36 45.55646(N)    080 20 40.43801(W) AD(       ) 1
 CK4292  ELLIP H (03/27/03)  -30.06   (m)                       GP(       ) 4 2
 CK4292  NAD 83(1995)-  32 36 45.55637(N)    080 20 40.43848(W) AD(       ) 1
 CK4292  ELLIP H (12/20/99)  -30.05   (m)                       GP(       ) 4 1
 CK4292  NAD 83(1986)-  32 36 45.56507(N)    080 20 40.44129(W) AD(       ) 1
 CK4292  NAD 27      -  32 36 44.90106(N)    080 20 41.08137(W) AD(       ) 1
 CK4292  NGVD 29 (10/12/88)    2.5    (m)            8.     (f) GPS OBS        
 CK4292
 CK4292.Superseded values are not recommended for survey control.
 CK4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4292.See file dsdata.txt to determine how the superseded data were derived.
 CK4292
 CK4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6149508537(NAD 83)
 CK4292_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4292_SP_SET: CONCRETE POST
 CK4292_STAMPING: 10 327 1985
 CK4292_MARK LOGO: NGS   
 CK4292_PROJECTION: RECESSED 5 CENTIMETERS
 CK4292_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4292+STABILITY: SURFACE MOTION
 CK4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4292+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK4292
 CK4292  HISTORY     - Date     Condition        Report By
 CK4292  HISTORY     - 1985     MONUMENTED       NGS
 CK4292  HISTORY     - 1985     GOOD             NGS
 CK4292  HISTORY     - 19870313 GOOD
 CK4292  HISTORY     - 19900117 GOOD             NGS
 CK4292  HISTORY     - 19910521 GOOD             SCGS
 CK4292  HISTORY     - 19960511 GOOD             USPSQD
 CK4292  HISTORY     - 20050809 GOOD             SCGS
 CK4292
 CK4292                          STATION DESCRIPTION
 CK4292
 CK4292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4292'STATION IS LOCATED 12.0 KM (7.5 MI) SOUTH OF ADAMS RUN, 12.5 KM
 CK4292'(7.8 MI) NORTH OF THE ENTRANCE TO EDISTO BEACH STATE PARK AT THE
 CK4292'TERMINUS OF STATE HIGHWAY 174, ON HIGHWAY RIGHT-OF-WAY, AT A SMALL
 CK4292'CONCRETE BRIDGE OVER SAND CREEK.  OWNERSHIP--SOUTH CAROLINA
 CK4292'DEPARTMENT OF HIGHWAYS.
 CK4292'
 CK4292'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 174 IN ADAMS
 CK4292'RUN, GO SOUTH ON HIGHWAY 174 FOR 9.8 KM (6.1 MI) TO THE BRIDGE OVER
 CK4292'THE DAWHO RIVER.  CONTINUE SOUTH FOR 2.7 KM (1.7 MI) TO THE SOUTH
 CK4292'END OF THE SMALL BRIDGE AND THE MARK ON THE LEFT.
 CK4292'
 CK4292'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4292'STAMPED---10 327 1985---,
 CK4292'IS SET IN THE TOP OF A ROUND CONCRETE POST 5 CM BELOW GROUND.  IT
 CK4292'IS 4.6 METERS EAST OF THE HIGHWAY CENTER, 4.7 METERS WEST-NORTHWEST
 CK4292'OF A TELEPHONE PEDESTAL, AND 2.9 METERS SOUTH-SOUTHWEST OF BENCH
 CK4292'MARK W 109 IN THE SOUTHEAST CORNER OF THE BRIDGE.
 CK4292'
 CK4292'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4292
 CK4292                          STATION RECOVERY (1985)
 CK4292
 CK4292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4292'RECOVERED IN GOOD CONDITION.
 CK4292
 CK4292                          STATION RECOVERY (1987)
 CK4292
 CK4292'RECOVERED 1987
 CK4292'RECOVERED IN GOOD CONDITION.
 CK4292
 CK4292                          STATION RECOVERY (1990)
 CK4292
 CK4292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CK4292'THE STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) WEST OF ROCKVILLE AND
 CK4292'12.06 KM (7.50 MI) SOUTH OF ADAMS RUN.  OWNERSHIP--SCDHPT
 CK4292'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4292'803-737-1314.
 CK4292'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK4292'STATE HIGHWAY 55 (WILLTOWN ROAD) IN ADAMS RUN, GO SOUTH-SOUTHEAST ON
 CK4292'STATE HIGHWAY 174 FOR 7.96 KM (4.95 MI) TO THE NORTH END OF THE BRIDGE
 CK4292'OVER THE DAWHO RIVER, CONTINUE AHEAD ON STATE HIGHWAY 174 FOR 2.89 KM
 CK4292'(1.80 MI) TO A SMALL CONCRETE BRIDGE OVER SAND CREEK AND THE STATION
 CK4292'NEAR THE SOUTHEAST CORNER OF THE BRIDGE.
 CK4292'THE STATION IS A STANDARD NGS HORIZONTAL STATION MARK DISK SET IN TOP
 CK4292'OF A CONCRETE POST RECESSED ABOUT 2-INCHES BELOW THE GROUND AND LEVEL
 CK4292'WITH THE HIGHWAY, LOCATED 4.69 M (15.4 FT) EAST OF THE CENTER OF THE
 CK4292'HIGHWAY, 4.69 M (15.4 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX, 2.89
 CK4292'M (9.5 FT) SOUTH OF BENCHMARK W 109 1962 SET IN THE SOUTHEAST CURB OF
 CK4292'THE BRIDGE AND 1.34 M (4.4 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 CK4292'DESCRIBED BY M.L.M.
 CK4292
 CK4292                          STATION RECOVERY (1991)
 CK4292
 CK4292'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4292'STATION IS LOCATED 5.35 MILES (8.61 KM) NORTHWEST OF EDISTO BEACH, 7.4
 CK4292'MILES (11.9 KM) SOUTH OF ADAMS RUN. OWNERSHIP--SCDHPT, DIRECTOR OF
 CK4292'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4292'803-737-1350.
 CK4292'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164, 174 AND
 CK4292'STATE ROAD 55 (WILLTOWN ROAD), 1.0 MILE (1.6 KM) SOUTH OF ADAMS RUN,
 CK4292'GO SOUTHEAST ON HIGHWAY 174 FOR 5.1 MILES (8.2 KM) TO THE CENTER OF
 CK4292'THE BRIDGE OVER THE DAWHOO RIVER, CONTINUE ON HIGHWAY 174 FOR 1.7
 CK4292'MILES (2.7 KM) TO THE SOUTH END OF THE BRIDGE OVER SAND CREEK AND THE
 CK4292'STATION ON THE LEFT NEAR THE SOUTHEAST CORNER.
 CK4292'STATION IS A C0NCRETE POST RECESSED 2-INCHES AND LEVEL WITH THE
 CK4292'HIGHWAY, 15.0 FEET (4.6 M) EAST OF THE CENTER OF THE HIGHWAY, 9.3
 CK4292'FEET (2.8 M) SOUTH OF BENCH MARK W 109 IN THE SOUTHEAST CORNER OF THE
 CK4292'BRIDGE, 15.3 FEET (4.7 M) NORTHWEST OF A TELEPHONE JUNCTION BOX, 5.7
 CK4292'FEET (1.7 M) SOUTH OF A WITNESS POST.
 CK4292'RECOVERED BY R.W. ROBERTS.
 CK4292
 CK4292                          STATION RECOVERY (1996)
 CK4292
 CK4292'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK4292'RECOVERED IN GOOD CONDITION.
 CK4292
 CK4292                          STATION RECOVERY (2005)
 CK4292
 CK4292'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4292'THE STATION IS LOCATED 7.3 MI (11.75 KM) SOUTH OF ADAMS RUN, 26.5 MI
 CK4292'(42.65 KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR
 CK4292'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4292'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK4292'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK4292'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK4292'THE SOUTH END OF A BRIDGE OVER DAWHO RIVER, CONTINUE ON HIGHWAY 174
 CK4292'FOR 1.35 MI (2.17 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHEAST
 CK4292'CORNER OF A SMALL BRIDGE. STATION IS A CONCRETE POST RECESSED 0.2 FT
 CK4292'(0.1 M) AND LEVEL WITH THE HIGHWAY, 15.5 FT (4.7 M) EAST SOUTHEAST OF
 CK4292'THE CENTER OF THE HIGHWAY, 9.5 FT (2.9 M) SOUTH OF BENCH MARK (W 109)
 CK4292'BENEATH A GUARDRAIL AT THE SOUTHEAST CORNER OF THE BRIDGE, 3.1 FT
 CK4292'(34.2 M) EAST SOUTHEAST OF THE EAST EDGE OF A METAL GUARDRAIL.
 CK4292'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4293 ***********************************************************************
 CK4293  DESIGNATION -  10 328
 CK4293  PID         -  CK4293
 CK4293  STATE/COUNTY-  SC/CHARLESTON
 CK4293  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK4293
 CK4293                         *CURRENT SURVEY CONTROL
 CK4293  ___________________________________________________________________
 CK4293* NAD 83(2001)-  32 44 14.62539(N)    080 11 56.87894(W)     ADJUSTED  
 CK4293* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 CK4293  ___________________________________________________________________
 CK4293  X           -     914,149.329 (meters)                     COMP
 CK4293  Y           -  -5,291,882.736 (meters)                     COMP
 CK4293  Z           -   3,429,484.287 (meters)                     COMP
 CK4293  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CK4293  ELLIP HEIGHT-         -24.40  (meters)          (12/20/99) GPS OBS
 CK4293  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 CK4293
 CK4293  HORZ ORDER  -  FIRST
 CK4293  ELLP ORDER  -  FOURTH    CLASS I
 CK4293
 CK4293.The horizontal coordinates were established by GPS observations
 CK4293.and adjusted by the National Geodetic Survey in March 2004..
 CK4293
 CK4293.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4293
 CK4293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4293
 CK4293.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4293
 CK4293.The ellipsoidal height was determined by GPS observations
 CK4293.and is referenced to NAD 83.
 CK4293
 CK4293.The geoid height was determined by GEOID03.
 CK4293
 CK4293;                    North         East     Units Scale Factor Converg.
 CK4293;SPC SC       -   100,553.265   684,658.127   MT  0.99992484   +0 26 38.4
 CK4293;SPC SC       -   329,899.16  2,246,253.70   iFT  0.99992484   +0 26 38.4
 CK4293;UTM  17      - 3,622,458.854   575,035.517   MT  0.99966942   +0 25 59.2
 CK4293
 CK4293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4293!SPC SC       -   1.00000383  x   0.99992484  =   0.99992867
 CK4293!UTM  17      -   1.00000383  x   0.99966942  =   0.99967325
 CK4293
 CK4293:                Primary Azimuth Mark                     Grid Az
 CK4293:SPC SC       -  10 329                                   133 42 13.0
 CK4293:UTM  17      -  10 329                                   133 42 52.2
 CK4293
 CK4293|---------------------------------------------------------------------|
 CK4293| PID    Reference Object                     Distance      Geod. Az  |
 CK4293|                                                           dddmmss.s |
 CK4293| CK4294 10 329                              APPROX. 0.8 KM 1340851.4 |
 CK4293|---------------------------------------------------------------------|
 CK4293
 CK4293                          SUPERSEDED SURVEY CONTROL
 CK4293
 CK4293  NAD 83(1995)-  32 44 14.62592(N)    080 11 56.87922(W) AD(       ) 1
 CK4293  NAD 83(1986)-  32 44 14.63355(N)    080 11 56.88287(W) AD(       ) 1
 CK4293  NAD 27      -  32 44 14.00318(N)    080 11 57.53936(W) AD(       ) 1
 CK4293  NGVD 29 (10/12/88)    8.5    (m)           28.     (f) GPS OBS        
 CK4293
 CK4293.Superseded values are not recommended for survey control.
 CK4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4293.See file dsdata.txt to determine how the superseded data were derived.
 CK4293
 CK4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7503622459(NAD 83)
 CK4293_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4293_SP_SET: CONCRETE POST
 CK4293_STAMPING: 10 328 1985
 CK4293_MARK LOGO: NGS   
 CK4293_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4293+STABILITY: SURFACE MOTION
 CK4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4293+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1991
 CK4293
 CK4293  HISTORY     - Date     Condition        Report By
 CK4293  HISTORY     - 1985     MONUMENTED       NGS
 CK4293  HISTORY     - 1985     GOOD             NGS
 CK4293  HISTORY     - 19870320 GOOD
 CK4293  HISTORY     - 19910522 GOOD             SCGS
 CK4293  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK4293  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK4293
 CK4293                          STATION DESCRIPTION
 CK4293
 CK4293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4293'STATION IS LOCATED 6.4 KM (4.0 MI) EAST-SOUTHEAST OF RANTOWLES, 4.0
 CK4293'KM (2.5 MI) EAST OF HOLLYWOOD, 1.0 KM (0.6 MI) SOUTHEAST OF STATE
 CK4293'HIGHWAY 162, ALONG THE RIGHT-OF-WAY OF COUNTY ROAD S-10-92, AT AN
 CK4293'OLD RAILROAD CROSSING, NEAR THE SOUTHEAST END OF A TRASH DUMPSTER
 CK4293'AREA.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4293'
 CK4293'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 165 IN
 CK4293'HOLLYWOOD, GO EAST ON HIGHWAY 162 FOR 2.9 KM (1.9 MI) TO A PAVED
 CK4293'CROSSROAD.  TURN RIGHT, SOUTHEAST, ON S-10-92 (TOWLES ROAD) FOR 0.7
 CK4293'KM (0.45 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 0.58 KM
 CK4293'(0.35 MI) TO A ROAD CURVE RIGHT JUST PAST TRASH DUMPSTERS AND
 CK4293'STATION ON THE LEFT.
 CK4293'
 CK4293'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4293'STAMPED---10 328 1985---,
 CK4293'IS SET IN THE TOP OF A ROUND CONCRETE POST 7 CM BELOW GROUND.  IT
 CK4293'IS 1.5 METERS SOUTHWEST OF A FIBERGLASS WITNESS POST, 5.6 METERS
 CK4293'NORTH-NORTHEAST OF THE ROAD CENTER, 13.0 METERS SOUTHEAST OF THE
 CK4293'A EXTENDED CENTERLINE OF PAVED ROAD LEADING WEST, 18.6 METERS EAST
 CK4293'OF THE SOUTHEAST END OF A PIPE CULVERT UNDER A FIELD ENTRANCE ACROSS
 CK4293'ROAD, 28.6 METERS NORTH-NORTHEAST OF A UTILITY POLE IN A FIELD, AND
 CK4293'57.6 METERS SOUTHEAST OF UTILITY POLE 237294 (AT TRASH DUMPSTERS).
 CK4293'
 CK4293'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4293
 CK4293                          STATION RECOVERY (1985)
 CK4293
 CK4293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4293'RECOVERED IN GOOD CONDITION.
 CK4293
 CK4293                          STATION RECOVERY (1987)
 CK4293
 CK4293'RECOVERED 1987
 CK4293'RECOVERED IN GOOD CONDITION.
 CK4293
 CK4293                          STATION RECOVERY (1991)
 CK4293
 CK4293'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4293'STATION IS LOCATED 2.5 MILES (4.0 KM) EAST OF HOLLYWOOD.
 CK4293'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4293'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4293'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 165
 CK4293'IN HOLLYWOOD, GO EAST ON HIGHWAY 162 FOR 2.0 MILES (3.2 KM) TO THE
 CK4293'JUNCTION OF STATE ROAD 92 (TOWLES ROAD), TURN RIGHT ON ROAD 92 FOR
 CK4293'0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 1839 (DIXIE
 CK4293'PLANTATION ROAD), CONTINUE ON ROAD 92 FOR 0.35 MILE (0.56 KM) TO A
 CK4293'CURVE RIGHT AND THE STATION ON THE LEFT NEAR THE WOODS EDGE ACROSS
 CK4293'THE STREET FROM A FIELD ACCESS ROAD.
 CK4293'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK4293'ROAD, 18.0 FEET (5.5 M) NORTHEAST OF THE CENTER OF THE ROAD, 188.0
 CK4293'FEET (57.3 M) EAST SOUTHEAST OF A POWER POLE NUMBER 237294 WITH TWO
 CK4293'GUY WIRES, 92.7 FEET (28.3 M) NORTHEAST OF A POWER POLE WITH GUY WIRE
 CK4293'AND A SCGS REFERENCE WASHER ATTACHED, 17.5 FEET (5.3 M) WEST
 CK4293'NORTHWEST OF A TRIPLE-TRUNKED LIVE OAK TREE, 30.7 FEET (9.4 M)
 CK4293'SOUTHEAST OF THE EXTENDED CENTER OF THE FIELD ACCESS ROAD, 8.7 FEET
 CK4293'(2.7 M) SOUTHWEST OF A WITNESS POST.
 CK4293'RECOVERED BY R.W. ROBERTS.
 CK4293
 CK4293                          STATION RECOVERY (2001)
 CK4293
 CK4293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4293'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK4293
 CK4293                          STATION RECOVERY (2001)
 CK4293
 CK4293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4293'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4294 ***********************************************************************
 CK4294  DESIGNATION -  10 329
 CK4294  PID         -  CK4294
 CK4294  STATE/COUNTY-  SC/CHARLESTON
 CK4294  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK4294
 CK4294                         *CURRENT SURVEY CONTROL
 CK4294  ___________________________________________________________________
 CK4294* NAD 83(2001)-  32 43 57.54281(N)    080 11 36.05810(W)     ADJUSTED  
 CK4294* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 CK4294  ___________________________________________________________________
 CK4294  X           -     914,731.331 (meters)                     COMP
 CK4294  Y           -  -5,292,067.159 (meters)                     COMP
 CK4294  Z           -   3,429,039.228 (meters)                     COMP
 CK4294  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CK4294  ELLIP HEIGHT-         -28.84  (meters)          (12/20/99) GPS OBS
 CK4294  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 CK4294
 CK4294  HORZ ORDER  -  FIRST
 CK4294  ELLP ORDER  -  FOURTH    CLASS I
 CK4294
 CK4294.The horizontal coordinates were established by GPS observations
 CK4294.and adjusted by the National Geodetic Survey in March 2004..
 CK4294
 CK4294.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4294
 CK4294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4294
 CK4294.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4294
 CK4294.The ellipsoidal height was determined by GPS observations
 CK4294.and is referenced to NAD 83.
 CK4294
 CK4294.The geoid height was determined by GEOID03.
 CK4294
 CK4294;                    North         East     Units Scale Factor Converg.
 CK4294;SPC SC       -   100,031.299   685,204.265   MT  0.99992617   +0 26 49.9
 CK4294;SPC SC       -   328,186.68  2,248,045.49   iFT  0.99992617   +0 26 49.9
 CK4294;UTM  17      - 3,621,936.917   575,581.416   MT  0.99967044   +0 26 10.3
 CK4294
 CK4294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4294!SPC SC       -   1.00000453  x   0.99992617  =   0.99993070
 CK4294!UTM  17      -   1.00000453  x   0.99967044  =   0.99967497
 CK4294
 CK4294:                Primary Azimuth Mark                     Grid Az
 CK4294:SPC SC       -  10 328                                   313 42 12.8
 CK4294:UTM  17      -  10 328                                   313 42 52.4
 CK4294
 CK4294|---------------------------------------------------------------------|
 CK4294| PID    Reference Object                     Distance      Geod. Az  |
 CK4294|                                                           dddmmss.s |
 CK4294| CK4293 10 328                              APPROX. 0.8 KM 3140902.7 |
 CK4294|---------------------------------------------------------------------|
 CK4294
 CK4294                          SUPERSEDED SURVEY CONTROL
 CK4294
 CK4294  NAD 83(1995)-  32 43 57.54322(N)    080 11 36.05783(W) AD(       ) 1
 CK4294  NAD 83(1986)-  32 43 57.55102(N)    080 11 36.06236(W) AD(       ) 1
 CK4294  NAD 27      -  32 43 56.92001(N)    080 11 36.72094(W) AD(       ) 1
 CK4294  NGVD 29 (10/12/88)    4.1    (m)           13.     (f) GPS OBS        
 CK4294
 CK4294.Superseded values are not recommended for survey control.
 CK4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4294.See file dsdata.txt to determine how the superseded data were derived.
 CK4294
 CK4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7558121937(NAD 83)
 CK4294_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4294_SP_SET: CONCRETE POST
 CK4294_STAMPING: 10 329 1985
 CK4294_MARK LOGO: NGS   
 CK4294_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4294+STABILITY: SURFACE MOTION
 CK4294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4294+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1991
 CK4294
 CK4294  HISTORY     - Date     Condition        Report By
 CK4294  HISTORY     - 1985     MONUMENTED       NGS
 CK4294  HISTORY     - 1985     GOOD             NGS
 CK4294  HISTORY     - 19870323 GOOD
 CK4294  HISTORY     - 19910522 GOOD             SCGS
 CK4294  HISTORY     - 20010331 GOOD             NGS
 CK4294  HISTORY     - 20011210 GOOD             NGS
 CK4294
 CK4294                          STATION DESCRIPTION
 CK4294
 CK4294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4294'STATION MARK IS LOCATED 6.6 KM (4.1 MI) EAST-SOUTHEAST OF
 CK4294'RANTOWLES, 4.5 KM (2.8 MI) EAST OF HOLLYWOOD, 1.8 KM (1.1 MI)
 CK4294'SOUTHEAST OF STATE HIGHWAY 162, ON THE RIGHT-OF-WAY OF COUNTY ROAD
 CK4294'S-10-92.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4294'
 CK4294'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 165 IN
 CK4294'HOLLYWOOD, GO EAST ON HIGHWAY 162 FOR 2.9 KM (1.8 MI) TO A PAVED
 CK4294'CROSSROAD.  TURN RIGHT, SOUTHEAST, ON S-10-92 FOR 1.28 KM (0.8 MI)
 CK4294'TO A ROAD CURVE RIGHT AT AN OLD RAILROAD CROSSING.  CONTINUE AHEAD
 CK4294'FOR 0.76 KM (0.5 MI) TO A DIRT ROAD RIGHT BETWEEN FIELDS, AND THE
 CK4294'STATION ON THE RIGHT.
 CK4294'
 CK4294'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4294'STAMPED---10 329 1985---,
 CK4294'IS SET IN THE TOP OF A ROUND CONCRETE POST 5 CM BELOW GROUND.  IT
 CK4294'IS 22.3 METERS NORTHWEST OF THE DIRT ROAD CENTER, 6.7 METERS
 CK4294'SOUTHWEST OF THE PAVED ROAD CENTER, 2.0 METERS NORTHEAST OF A
 CK4294'FIBERGLASS WITNESS POST, 25.0 METERS SOUTHEAST OF A UTILITY POLE IN
 CK4294'THE FIELD (AS MEASURED ALONG ROAD EDGE), 7.4 METERS NORTHWEST OF
 CK4294'TELEPHONE PEDESTAL 35 LP, AND 6.8 METERS SOUTHEAST OF TELEPHONE
 CK4294'PEDESTAL 34.
 CK4294'
 CK4294'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4294
 CK4294                          STATION RECOVERY (1985)
 CK4294
 CK4294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4294'RECOVERED IN GOOD CONDITION.
 CK4294
 CK4294                          STATION RECOVERY (1987)
 CK4294
 CK4294'RECOVERED 1987
 CK4294'RECOVERED IN GOOD CONDITION.
 CK4294
 CK4294                          STATION RECOVERY (1991)
 CK4294
 CK4294'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4294'STATION IS LOCATED 2.7 MILES (4.3 KM) EAST OF HOLLYWOOD.
 CK4294'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4294'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4294'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 165
 CK4294'IN HOLLYWOOD, GO EAST ON HIGHWAY 162 FOR 2.0 MILES (3.2 KM) TO THE
 CK4294'JUNCTION OF STATE ROAD 92 (TOWLES ROAD), TURN RIGHT ON ROAD 92 FOR
 CK4294'0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 1839 (DIXIE
 CK4294'PLANTATION ROAD), CONTINUE ON ROAD 92 FOR 0.8 MILE (1.3 KM) TO THE
 CK4294'STATION ON THE RIGHT IN THE WEST ANGLE OF A FIELD ACCESS ROAD.
 CK4294'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK4294'ROAD, 14.0 FEET (4.3 M) NORTHEAST OF THE CENTER OF THE DITCH LINE,
 CK4294'21.5 FEET (6.6 M) NORTHWEST OF THE CENTER OF THE ROAD, 23.3 FEET
 CK4294'(7.1 M) NORTH NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 35, 72.7
 CK4294'FEET (22.2 M) SOUTHWEST OF THE CENTER OF THE FIELD ACCESS ROAD, 1.4
 CK4294'FEET (0.4 M) NORTHEAST OF A WITNESS POST, 12.0 FEET (3.7 M) EAST
 CK4294'SOUTHEAST OF A WITNESS POST.
 CK4294'RECOVERED BY R.B. HICKS.
 CK4294
 CK4294                          STATION RECOVERY (2001)
 CK4294
 CK4294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK4294
 CK4294                          STATION RECOVERY (2001)
 CK4294
 CK4294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK4294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0624 ***********************************************************************
 CJ0624  DESIGNATION -  10 330
 CJ0624  PID         -  CJ0624
 CJ0624  STATE/COUNTY-  SC/CHARLESTON
 CJ0624  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0624
 CJ0624                         *CURRENT SURVEY CONTROL
 CJ0624  ___________________________________________________________________
 CJ0624* NAD 83(1986)-  32 47 54.     (N)    079 45 30.     (W)     SCALED    
 CJ0624* NAVD 88     -         2.556  (meters)       8.39   (feet)  ADJUSTED  
 CJ0624  ___________________________________________________________________
 CJ0624  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 CJ0624  DYNAMIC HT  -           2.553 (meters)       8.38  (feet)  COMP
 CJ0624  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 CJ0624
 CJ0624  VERT ORDER  -  FIRST     CLASS II
 CJ0624
 CJ0624.The horizontal coordinates were scaled from a topographic map and have
 CJ0624.an estimated accuracy of +/- 6 seconds.
 CJ0624
 CJ0624.The orthometric height was determined by differential leveling
 CJ0624.and adjusted by the National Geodetic Survey in June 1991..
 CJ0624
 CJ0624.The geoid height was determined by GEOID03.
 CJ0624
 CJ0624.The dynamic height is computed by dividing the NAVD 88
 CJ0624.geopotential number by the normal gravity value computed on the
 CJ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0624.degrees latitude (g = 980.6199 gals.).
 CJ0624
 CJ0624.The modeled gravity was interpolated from observed gravity values.
 CJ0624
 CJ0624;                    North         East    Units  Estimated Accuracy
 CJ0624;SPC SC       -   107,720.      725,890.      MT  (+/- 180 meters Scaled)
 CJ0624
 CJ0624                          SUPERSEDED SURVEY CONTROL
 CJ0624
 CJ0624  NGVD 29 (05/09/91)    2.856  (m)            9.37   (f) ADJUSTED    1 2
 CJ0624
 CJ0624.Superseded values are not recommended for survey control.
 CJ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0624.See file dsdata.txt to determine how the superseded data were derived.
 CJ0624
 CJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS162296(NAD 83)
 CJ0624_MARKER: DD = SURVEY DISK
 CJ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0624_SP_SET: CONCRETE POST
 CJ0624_STAMPING: VERT 10 330 1985
 CJ0624_MARK LOGO: SCGS  
 CJ0624_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0624+STABILITY: SURFACE MOTION
 CJ0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0624+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CJ0624
 CJ0624  HISTORY     - Date     Condition        Report By
 CJ0624  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0624  HISTORY     - 19900525 GOOD             NGS
 CJ0624  HISTORY     - 19900918 GOOD             NGS
 CJ0624  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CJ0624
 CJ0624                          STATION DESCRIPTION
 CJ0624
 CJ0624'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0624'IN ISLE OF PALMS.
 CJ0624'THE MARK IS ABOVE LEVEL WITH FORTY FIRST AVENUE.
 CJ0624'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0624'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.2 KILOMETER
 CJ0624'(0.1 MILE) NORTHWEST ALONG COUNTY ROAD S-10-914 (FORTY FIRST AVENUE),
 CJ0624'SET NEAR A POWER POLE IN THE YARD OF A ONE-STORY CINDER BLOCK HOUSE IN
 CJ0624'THE SOUTHWEST ANGLE OF THE INTERSECTION OF CAMERON BOULEVARD,
 CJ0624'9.7 METERS (31.82 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CJ0624'FORTY FIRST AVENUE, 8.23 METERS (27.0 FEET) SOUTH-SOUTHEAST OF THE
 CJ0624'APPROXIMATE CENTER OF CAMERON BOULEVARD, 13.35 METERS (43.80 FEET)
 CJ0624'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 1.45 METERS
 CJ0624'(4.76 FEET) SOUTHEAST OF POWER POLE NUMBER 99568, 8.15 METERS (26.74
 CJ0624'FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO THE
 CJ0624'CINDER BLOCK HOUSE.
 CJ0624
 CJ0624                          STATION RECOVERY (1990)
 CJ0624
 CJ0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0624'IN ISLE OF PALMS, AT THE INTERSECTION OF 41ST AVENUE AND CAMERON
 CJ0624'BOULEVARD, 9.7 M (31.8 FT) WEST-SOUTHWEST OF AND LEVEL WITH THE
 CJ0624'CENTERLINE OF THE AVENUE, 8.4 M (27.6 FT) SOUTH-SOUTHEAST OF THE
 CJ0624'CENTERLINE OF THE BOULEVARD, 6.8 M (22.3 FT) NORTH-NORTHWEST OF THE
 CJ0624'EXTENDED CENTERLINE OF PALM BOULEVARD (STATE HIGHWAY 703), 1.7 M (5.6
 CJ0624'FT) SOUTH-SOUTHWEST OF A FENCE CORNER, 1.4 M (4.6 FT) SOUTHEAST OF
 CJ0624'UTILITY POLE NUMBER 393423 WITH TWO GUY WIRES, 0.3 M (1.0 FT) EAST OF
 CJ0624'A WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS 0.1 M (0.3 FT)
 CJ0624'BELOW THE GROUND SURFACE.
 CJ0624
 CJ0624                          STATION RECOVERY (1990)
 CJ0624
 CJ0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0624'RECOVERED IN GOOD CONDITION.
 CJ0624
 CJ0624                          STATION RECOVERY (1997)
 CJ0624
 CJ0624'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0640 ***********************************************************************
 CJ0640  DESIGNATION -  10 331
 CJ0640  PID         -  CJ0640
 CJ0640  STATE/COUNTY-  SC/CHARLESTON
 CJ0640  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0640
 CJ0640                         *CURRENT SURVEY CONTROL
 CJ0640  ___________________________________________________________________
 CJ0640* NAD 83(1986)-  32 48 00.     (N)    079 45 11.     (W)     SCALED    
 CJ0640* NAVD 88     -         2.442  (meters)       8.01   (feet)  ADJUSTED  
 CJ0640  ___________________________________________________________________
 CJ0640  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 CJ0640  DYNAMIC HT  -           2.440 (meters)       8.01  (feet)  COMP
 CJ0640  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 CJ0640
 CJ0640  VERT ORDER  -  FIRST     CLASS II
 CJ0640
 CJ0640.The horizontal coordinates were scaled from a topographic map and have
 CJ0640.an estimated accuracy of +/- 6 seconds.
 CJ0640
 CJ0640.The orthometric height was determined by differential leveling
 CJ0640.and adjusted by the National Geodetic Survey in June 1991..
 CJ0640
 CJ0640.The geoid height was determined by GEOID03.
 CJ0640
 CJ0640.The dynamic height is computed by dividing the NAVD 88
 CJ0640.geopotential number by the normal gravity value computed on the
 CJ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0640.degrees latitude (g = 980.6199 gals.).
 CJ0640
 CJ0640.The modeled gravity was interpolated from observed gravity values.
 CJ0640
 CJ0640;                    North         East    Units  Estimated Accuracy
 CJ0640;SPC SC       -   107,910.      726,380.      MT  (+/- 180 meters Scaled)
 CJ0640
 CJ0640                          SUPERSEDED SURVEY CONTROL
 CJ0640
 CJ0640  NGVD 29 (05/09/91)    2.742  (m)            9.00   (f) ADJUSTED    1 2
 CJ0640
 CJ0640.Superseded values are not recommended for survey control.
 CJ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0640.See file dsdata.txt to determine how the superseded data were derived.
 CJ0640
 CJ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS167298(NAD 83)
 CJ0640_MARKER: DD = SURVEY DISK
 CJ0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0640_SP_SET: CONCRETE POST
 CJ0640_STAMPING: VERT 10 331 1985
 CJ0640_MARK LOGO: SCGS  
 CJ0640_PROJECTION: FLUSH
 CJ0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0640+STABILITY: SURFACE MOTION
 CJ0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0640+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CJ0640
 CJ0640  HISTORY     - Date     Condition        Report By
 CJ0640  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0640  HISTORY     - 19900525 GOOD             NGS
 CJ0640  HISTORY     - 19900918 GOOD             NGS
 CJ0640  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CJ0640
 CJ0640                          STATION DESCRIPTION
 CJ0640
 CJ0640'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0640'IN ISLE OF PALMS.
 CJ0640'THE MARK IS ABOVE LEVEL WITH PALM BOULEVARD.
 CJ0640'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0640'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.1 KILOMETER
 CJ0640'(0.05 MILE) NORTHWEST ALONG COUNTY ROAD S-10-914 (FORTY FIRST AVENUE),
 CJ0640'THENCE 0.55 KILOMETER (0.35 MILE) NORTHEAST ALONG COUNTY ROAD S-10-699
 CJ0640'(PALM BOULEVARD), SET AT THE WEST ENTRANCE GATE, IN THE NORTHWEST
 CJ0640'CORNER OF THE YARD OF THE CITADEL BEACH CLUB, 27.15 METERS (89.08
 CJ0640'FEET) SOUTH-SOUTHEAST OF A FIRE HYDRANT ON THE NORTH SIDE OF PALM
 CJ0640'BOULEVARD, 13.80 METERS (45.27 FEET) SOUTH OF THE CENTERLINE OF PALM
 CJ0640'BOULEVARD, 47.30 METERS (155.18 FEET) NORTH-NORTHWEST OF THE WESTERN
 CJ0640'MOST STONE BARBECUE PIT, 0.93 METER (3.05 FEET) SOUTH OF A WOODEN
 CJ0640'FENCE THAT SURROUNDS THE CLUB, 9.85 METERS (32.32 FEET) EAST-NORTHEAST
 CJ0640'OF POWER POLE NUMBER 255948, 4.50 METERS (14.76 FEET) EAST OF THE
 CJ0640'APPROXIMATE CENTER OF THE WEST ENTRANCE ROAD.
 CJ0640'THE MARK IS 0.93 METERS  S FROM A WITNESS POST.
 CJ0640
 CJ0640                          STATION RECOVERY (1990)
 CJ0640
 CJ0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0640'IN ISLE OF PALMS, AT THE INTERSECTION OF 47TH AVENUE AND PALM
 CJ0640'BOULEVARD (STATE HIGHWAY 703), 13.6 M (44.6 FT) SOUTH-SOUTHEAST OF
 CJ0640'AND LEVEL WITH THE CENTERLINE OF THE BOULEVARD, 11.9 M (39.0 FT)
 CJ0640'EAST-NORTHEAST OF THE CENTERLINE OF THE AVENUE, 9.8 M (32.2 FT)
 CJ0640'NORTHEAST OF UTILITY POLE NUMBER 255948 WITH THREE GUY WIRES, 0.9 M
 CJ0640'(3.0 FT) SOUTH OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS
 CJ0640'FLUSH WITH THE GROUND SURFACE.
 CJ0640
 CJ0640                          STATION RECOVERY (1990)
 CJ0640
 CJ0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0640'RECOVERED IN GOOD CONDITION.
 CJ0640
 CJ0640                          STATION RECOVERY (1997)
 CJ0640
 CJ0640'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0628 ***********************************************************************
 CJ0628  DESIGNATION -  10 333
 CJ0628  PID         -  CJ0628
 CJ0628  STATE/COUNTY-  SC/CHARLESTON
 CJ0628  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0628
 CJ0628                         *CURRENT SURVEY CONTROL
 CJ0628  ___________________________________________________________________
 CJ0628* NAD 83(1986)-  32 48 05.     (N)    079 45 03.     (W)     SCALED    
 CJ0628* NAVD 88     -         2.381  (meters)       7.81   (feet)  ADJUSTED  
 CJ0628  ___________________________________________________________________
 CJ0628  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 CJ0628  DYNAMIC HT  -           2.378 (meters)       7.80  (feet)  COMP
 CJ0628  MODELED GRAV-     979,543.0   (mgal)                       NAVD 88
 CJ0628
 CJ0628  VERT ORDER  -  FIRST     CLASS II
 CJ0628
 CJ0628.The horizontal coordinates were scaled from a topographic map and have
 CJ0628.an estimated accuracy of +/- 6 seconds.
 CJ0628
 CJ0628.The orthometric height was determined by differential leveling
 CJ0628.and adjusted by the National Geodetic Survey in June 1991..
 CJ0628
 CJ0628.The geoid height was determined by GEOID03.
 CJ0628
 CJ0628.The dynamic height is computed by dividing the NAVD 88
 CJ0628.geopotential number by the normal gravity value computed on the
 CJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0628.degrees latitude (g = 980.6199 gals.).
 CJ0628
 CJ0628.The modeled gravity was interpolated from observed gravity values.
 CJ0628
 CJ0628;                    North         East    Units  Estimated Accuracy
 CJ0628;SPC SC       -   108,070.      726,590.      MT  (+/- 180 meters Scaled)
 CJ0628
 CJ0628                          SUPERSEDED SURVEY CONTROL
 CJ0628
 CJ0628  NGVD 29 (03/21/89)    2.681  (m)            8.80   (f) ADJUSTED    1 2
 CJ0628
 CJ0628.Superseded values are not recommended for survey control.
 CJ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0628.See file dsdata.txt to determine how the superseded data were derived.
 CJ0628
 CJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS169299(NAD 83)
 CJ0628_MARKER: DB = BENCH MARK DISK
 CJ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0628_SP_SET: CONCRETE POST
 CJ0628_STAMPING: VERT 10 333 1985
 CJ0628_MARK LOGO: SCGS  
 CJ0628_PROJECTION: FLUSH
 CJ0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0628
 CJ0628  HISTORY     - Date     Condition        Report By
 CJ0628  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0628
 CJ0628                          STATION DESCRIPTION
 CJ0628
 CJ0628'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0628'IN ISLE OF PALMS.
 CJ0628'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0628'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.1 KILOMETER
 CJ0628'(0.05 MILE) NORTHWEST ALONG COUNTY ROAD S-10-914 (FORTY FIRST AVENUE),
 CJ0628'THENCE 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-10-699
 CJ0628'(PALM BOULEVARD) TO THE FIRST ENTRANCE TO THE WILD DUNES PLANTATION,
 CJ0628'THENCE 0.5 KILOMETER (0.3 MILE) NORTHEASTERLY ALONG PALMETTO DRIVE,
 CJ0628'SET NEAR A FIRE HYDRANT BETWEEN TWO PINE TREES IN A SMALL MEDIAN AT
 CJ0628'THE INTERSECTION OF CONCH DRIVE AND CONCH COURT, 24.2 METERS (79.39
 CJ0628'FEET) NORTHWEST OF THE WEST CORNER OF A HOUSE (DEWEES RESIDENCE),
 CJ0628'8.1 METERS (26.57 FEET) EAST-NORTHEAST OF THE EXTENDED CENTERLINE OF
 CJ0628'CONCH DRIVE, 6.95 METERS (22.8 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE
 CJ0628'OF PALMETTO DRIVE, 2.35 METERS (7.71 FEET) NORTH-NORTHEAST OF THE FIRE
 CJ0628'HYDRANT, 2.2 METERS (7.22 FEET) WEST OF THE EASTERN MOST PINE TREE.
 CJ0628'THE MARK IS 0.30 M ABOVE PALMETTO DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0638 ***********************************************************************
 CJ0638  DESIGNATION -  10 334
 CJ0638  PID         -  CJ0638
 CJ0638  STATE/COUNTY-  SC/CHARLESTON
 CJ0638  USGS QUAD   -  CAPERS INLET (1992)
 CJ0638
 CJ0638                         *CURRENT SURVEY CONTROL
 CJ0638  ___________________________________________________________________
 CJ0638* NAD 83(1986)-  32 48 13.     (N)    079 44 09.     (W)     SCALED    
 CJ0638* NAVD 88     -         2.053  (meters)       6.74   (feet)  ADJUSTED  
 CJ0638  ___________________________________________________________________
 CJ0638  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 CJ0638  DYNAMIC HT  -           2.051 (meters)       6.73  (feet)  COMP
 CJ0638  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 CJ0638
 CJ0638  VERT ORDER  -  FIRST     CLASS II
 CJ0638
 CJ0638.The horizontal coordinates were scaled from a topographic map and have
 CJ0638.an estimated accuracy of +/- 6 seconds.
 CJ0638
 CJ0638.The orthometric height was determined by differential leveling
 CJ0638.and adjusted by the National Geodetic Survey in June 1991..
 CJ0638
 CJ0638.The geoid height was determined by GEOID03.
 CJ0638
 CJ0638.The dynamic height is computed by dividing the NAVD 88
 CJ0638.geopotential number by the normal gravity value computed on the
 CJ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0638.degrees latitude (g = 980.6199 gals.).
 CJ0638
 CJ0638.The modeled gravity was interpolated from observed gravity values.
 CJ0638
 CJ0638;                    North         East    Units  Estimated Accuracy
 CJ0638;SPC SC       -   108,330.      727,990.      MT  (+/- 180 meters Scaled)
 CJ0638
 CJ0638                          SUPERSEDED SURVEY CONTROL
 CJ0638
 CJ0638  NGVD 29 (05/09/91)    2.353  (m)            7.72   (f) ADJUSTED    1 2
 CJ0638
 CJ0638.Superseded values are not recommended for survey control.
 CJ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0638.See file dsdata.txt to determine how the superseded data were derived.
 CJ0638
 CJ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS183302(NAD 83)
 CJ0638_MARKER: DD = SURVEY DISK
 CJ0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0638_SP_SET: CONCRETE POST
 CJ0638_STAMPING: VERT 10 334 1985
 CJ0638_MARK LOGO: SCGS  
 CJ0638_PROJECTION: FLUSH
 CJ0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0638+STABILITY: SURFACE MOTION
 CJ0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0638+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CJ0638
 CJ0638  HISTORY     - Date     Condition        Report By
 CJ0638  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0638  HISTORY     - 19900525 GOOD             NGS
 CJ0638  HISTORY     - 19900918 GOOD             NGS
 CJ0638
 CJ0638                          STATION DESCRIPTION
 CJ0638
 CJ0638'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0638'IN ISLE OF PALMS.
 CJ0638'THE MARK IS ABOVE LEVEL WITH SEAGROVE LANE.
 CJ0638'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0638'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.1 KILOMETER
 CJ0638'(0.05 MILE) NORTHWEST ALONG COUNTY ROAD S-10-914 (FORTY FIRST AVENUE),
 CJ0638'THENCE 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-10-699
 CJ0638'(PALM BOULEVARD) TO THE FIRST ENTRANCE TO THE WILD DUNES PLANTATION,
 CJ0638'THENCE 1.85 KILOMETERS (1.15 MILES) NORTHEASTERLY ALONG PALMETTO
 CJ0638'DRIVE, THENCE 0.2 KILOMETER (0.1 MILE) SOUTH ALONG SEAGROVE LANE, SET
 CJ0638'IN THE CENTER OF THE MEDIAN AT THE END OF SEAGROVE LANE, 41.75 METERS
 CJ0638'(136.97 FEET) NORTH-NORTHEAST OF THE NORTHEAST STILT OF A THREE-STORY
 CJ0638'HOUSE NUMBER 5, 10.1 METERS (33.14 FEET) SOUTH OF A 6-FOOT HIGH
 CJ0638'TELEPHONE JUNCTION BOX, 9.25 METERS (30.35 FEET) EAST-NORTHEAST OF THE
 CJ0638'APPROXIMATE CENTER OF SEAGROVE LANE OF THE WEST SIDE OF THE MEDIAN,
 CJ0638'9.7 METERS (31.82 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CJ0638'SEAGROVE LANE OF THE EAST SIDE OF THE MEDAIN, 12.8 METERS (42.0 FEET)
 CJ0638'SOUTH-SOUTHEAST OF A LONE OAK TREE IN THE MEDIAN.
 CJ0638
 CJ0638                          STATION RECOVERY (1990)
 CJ0638
 CJ0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0638'4.9 KM (3.0 MI) NORTHEASTERLY ALONG PALM BOULEVARD (STATE HIGHWAY
 CJ0638'703) FROM THE POST OFFICE IN ISLE OF PALMS, THENCE 0.1 KM (0.1 MI)
 CJ0638'NORTHWESTERLY ALONG RAQUET CLUB ROAD (ENTRANCE ROAD TO WILD DUNES
 CJ0638'BEACH AND RAQUET CLUB), THENCE 0.3 KM (0.2 MI) NORTHEASTERLY ALONG
 CJ0638'PALMETTO DRIVE, THENCE 0.2 KM (0.1 MI) SOUTHERLY ALONG SEAGROVE LANE,
 CJ0638'41.8 M (137.1 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A THREE
 CJ0638'STORY HOUSE NUMBER D5, 12.8 M (42.0 FT) SOUTH-SOUTHEAST OF A LONE OAK
 CJ0638'TREE IN A MEDIAN, 10.2 M (33.5 FT) SOUTH OF A TELEPHONE UNDERGROUND
 CJ0638'CABLE JUNCTION BOX, 9.9 M (32.5 FT) WEST-SOUTHWEST OF AND LEVEL WITH
 CJ0638'THE CENTERLINE OF THE LANE, 9.2 M (30.2 FT) EAST-NORTHEAST OF THE
 CJ0638'CENTER OF A LANE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND IN A
 CJ0638'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 CJ0638
 CJ0638                          STATION RECOVERY (1990)
 CJ0638
 CJ0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0637 ***********************************************************************
 CJ0637  DESIGNATION -  10 335
 CJ0637  PID         -  CJ0637
 CJ0637  STATE/COUNTY-  SC/CHARLESTON
 CJ0637  USGS QUAD   -  CAPERS INLET (1992)
 CJ0637
 CJ0637                         *CURRENT SURVEY CONTROL
 CJ0637  ___________________________________________________________________
 CJ0637* NAD 83(1986)-  32 48 26.     (N)    079 43 38.     (W)     SCALED    
 CJ0637* NAVD 88     -         2.285  (meters)       7.50   (feet)  ADJUSTED  
 CJ0637  ___________________________________________________________________
 CJ0637  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 CJ0637  DYNAMIC HT  -           2.283 (meters)       7.49  (feet)  COMP
 CJ0637  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 CJ0637
 CJ0637  VERT ORDER  -  FIRST     CLASS II
 CJ0637
 CJ0637.The horizontal coordinates were scaled from a topographic map and have
 CJ0637.an estimated accuracy of +/- 6 seconds.
 CJ0637
 CJ0637.The orthometric height was determined by differential leveling
 CJ0637.and adjusted by the National Geodetic Survey in June 1991..
 CJ0637
 CJ0637.The geoid height was determined by GEOID03.
 CJ0637
 CJ0637.The dynamic height is computed by dividing the NAVD 88
 CJ0637.geopotential number by the normal gravity value computed on the
 CJ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0637.degrees latitude (g = 980.6199 gals.).
 CJ0637
 CJ0637.The modeled gravity was interpolated from observed gravity values.
 CJ0637
 CJ0637;                    North         East    Units  Estimated Accuracy
 CJ0637;SPC SC       -   108,740.      728,790.      MT  (+/- 180 meters Scaled)
 CJ0637
 CJ0637                          SUPERSEDED SURVEY CONTROL
 CJ0637
 CJ0637  NGVD 29 (05/09/91)    2.585  (m)            8.48   (f) ADJUSTED    1 2
 CJ0637
 CJ0637.Superseded values are not recommended for survey control.
 CJ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0637.See file dsdata.txt to determine how the superseded data were derived.
 CJ0637
 CJ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS191306(NAD 83)
 CJ0637_MARKER: DD = SURVEY DISK
 CJ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0637_SP_SET: CONCRETE POST
 CJ0637_STAMPING: VERT 10 335 1985
 CJ0637_MARK LOGO: SCGS  
 CJ0637_PROJECTION: FLUSH
 CJ0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0637+STABILITY: SURFACE MOTION
 CJ0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0637+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CJ0637
 CJ0637  HISTORY     - Date     Condition        Report By
 CJ0637  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0637  HISTORY     - 19900525 GOOD             NGS
 CJ0637  HISTORY     - 19900918 GOOD             NGS
 CJ0637
 CJ0637                          STATION DESCRIPTION
 CJ0637
 CJ0637'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0637'IN ISLE OF PALMS.
 CJ0637'THE MARK IS ABOVE LEVEL WITH PALMETTO DRIVE.
 CJ0637'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0637'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.1 KILOMETER
 CJ0637'(0.05 MILE) NORTHWEST ALONG COUNTY ROAD S-10-914 (FORTY FIRST AVENUE),
 CJ0637'THENCE 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-10-699
 CJ0637'(PALM BOULEVARD) TO THE FIRST ENTRANCE TO THE WILD DUNES PLANTATION,
 CJ0637'THENCE 2.7 KILOMETERS (1.7 MILES) NORTHEASTERLY ALONG PALMETTO DRIVE,
 CJ0637'SET NEAR A FIRE HYDRANT IN THE SOUTH ANGLE OF THE INTERSECTION OF THE
 CJ0637'DRIVEWAY TO THE BEACH CLUB VILLAS NUMBERS 37-54, 27.6 METERS (90.55
 CJ0637'FEET) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF VILLA NUMBER 45,
 CJ0637'13.8 METERS (45.27 FEET) SOUTHEAST OF THE CENTERLINE OF PALMETTO
 CJ0637'DRIVE, 13.55 METERS (44.45 FEET) NORTH-NORTHEAST OF A TRIPLE TRUNK OAK
 CJ0637'TREE, 6.4 METERS (21.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF
 CJ0637'THE DRIVEWAY TO THE BEACH CLUB VILLAS, 3.45 METERS (11.32 FEET)
 CJ0637'SOUTH-SOUTHEAST OF THE FIRE HYDRANT.
 CJ0637
 CJ0637                          STATION RECOVERY (1990)
 CJ0637
 CJ0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0637'4.9 KM (3.0 MI) NORTHEASTERLY ALONG PALM BOULEVARD (STATE HIGHWAY
 CJ0637'703) FROM THE POST OFFICE IN ISLE OF PALMS, THENCE 0.1 KM (0.1 MI)
 CJ0637'NORTHWESTERLY ALONG RAQUET CLUB ROAD (ENTRANCE ROAD TO WILD DUNES
 CJ0637'BEACH AND RAQUET CLUB), THENCE 1.3 KM (0.8 MI) NORTHEASTERLY ALONG
 CJ0637'PALMETTO DRIVE, 27.6 M (90.6 FT) NORTH OF THE NORTHEAST CORNER OF
 CJ0637'VILLA NUMBER 45, 13.9 M (45.6 FT) SOUTHEAST OF AND LEVEL WITH THE
 CJ0637'CENTERLINE OF THE DRIVE, 6.4 M (21.0 FT) SOUTHWEST OF THE CENTER OF
 CJ0637'THE ENTRANCE TO BEACH CLUB VILLAS 37-54, 3.5 M (11.5 FT) SOUTH OF A
 CJ0637'FIRE HYDRANT, 0.4 M (1.3 FT) NORTH-NORTHWEST OF A WITNESS POST, AND
 CJ0637'IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 CJ0637
 CJ0637                          STATION RECOVERY (1990)
 CJ0637
 CJ0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0633 ***********************************************************************
 CJ0633  DESIGNATION -  10 336
 CJ0633  PID         -  CJ0633
 CJ0633  STATE/COUNTY-  SC/CHARLESTON
 CJ0633  USGS QUAD   -  CAPERS INLET (1992)
 CJ0633
 CJ0633                         *CURRENT SURVEY CONTROL
 CJ0633  ___________________________________________________________________
 CJ0633* NAD 83(1986)-  32 48 56.     (N)    079 43 32.     (W)     SCALED    
 CJ0633* NAVD 88     -         2.101  (meters)       6.89   (feet)  ADJUSTED  
 CJ0633  ___________________________________________________________________
 CJ0633  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 CJ0633  DYNAMIC HT  -           2.098 (meters)       6.88  (feet)  COMP
 CJ0633  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 CJ0633
 CJ0633  VERT ORDER  -  FIRST     CLASS II
 CJ0633
 CJ0633.The horizontal coordinates were scaled from a topographic map and have
 CJ0633.an estimated accuracy of +/- 6 seconds.
 CJ0633
 CJ0633.The orthometric height was determined by differential leveling
 CJ0633.and adjusted by the National Geodetic Survey in June 1991..
 CJ0633
 CJ0633.The geoid height was determined by GEOID03.
 CJ0633
 CJ0633.The dynamic height is computed by dividing the NAVD 88
 CJ0633.geopotential number by the normal gravity value computed on the
 CJ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0633.degrees latitude (g = 980.6199 gals.).
 CJ0633
 CJ0633.The modeled gravity was interpolated from observed gravity values.
 CJ0633
 CJ0633;                    North         East    Units  Estimated Accuracy
 CJ0633;SPC SC       -   109,670.      728,930.      MT  (+/- 180 meters Scaled)
 CJ0633
 CJ0633                          SUPERSEDED SURVEY CONTROL
 CJ0633
 CJ0633  NGVD 29 (03/21/89)    2.400  (m)            7.87   (f) ADJUSTED    1 2
 CJ0633
 CJ0633.Superseded values are not recommended for survey control.
 CJ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0633.See file dsdata.txt to determine how the superseded data were derived.
 CJ0633
 CJ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS193315(NAD 83)
 CJ0633_MARKER: DB = BENCH MARK DISK
 CJ0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0633_SP_SET: CONCRETE POST
 CJ0633_STAMPING: VERT 10 336 1985
 CJ0633_MARK LOGO: SCGS  
 CJ0633_PROJECTION: FLUSH
 CJ0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0633
 CJ0633  HISTORY     - Date     Condition        Report By
 CJ0633  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0633  HISTORY     - 19910410 GOOD             USPSQD
 CJ0633
 CJ0633                          STATION DESCRIPTION
 CJ0633
 CJ0633'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0633'IN ISLE OF PALMS.
 CJ0633'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0633'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.1 KILOMETER
 CJ0633'(0.05 MILE) NORTHWEST ALONG COUNTY ROAD S-10-914 (FORTY FIRST AVENUE),
 CJ0633'THENCE 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-10-699
 CJ0633'(PALM BOULEVARD) TO THE FIRST ENTRANCE TO THE WILD DUNES PLANTATION,
 CJ0633'THENCE 4.0 KILOMETERS (2.5 MILES) NORTHEASTERLY ALONG PALMETTO DRIVE,
 CJ0633'SET IN A GRASSY AREA BETWEEN THE DRIVEWAYS OF RESIDENCES 47 AND 48 OF
 CJ0633'THE LINKSIDE CONDOMINIUMS, 11.85 METERS (38.88 FEET) NORTH-NORTHWEST
 CJ0633'OF THE CENTERLINE OF PALMETTO BOULEVARD, 4.3 METERS (14.11 FEET)
 CJ0633'SOUTH-SOUTHWEST OF THE CENTER OF AN ELECTRICAL JUNCTION BOX IN THE
 CJ0633'GRASSY AREA, 4.1 METERS (13.45 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 CJ0633'CENTER OF THE DRIVEWAY TO LINKSIDE CONDOMINIUM 47, 3.75 METERS (12.3
 CJ0633'FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO
 CJ0633'LINKSIDE CONDOMINIUM 48, 11.53 METERS (37.83 FEET) SOUTHEAST OF THE
 CJ0633'SOUTHWEST CORNER OF CONDOMINIUM 48, 21.34 METERS (70.01 FEET)
 CJ0633'SOUTHWEST OF THE SOUTHEAST CORNER OF CONDOMINIUM 45.
 CJ0633'THE MARK IS ABOVE LEVEL WITH PALMETTO DRIVE.
 CJ0633
 CJ0633                          STATION RECOVERY (1991)
 CJ0633
 CJ0633'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0631 ***********************************************************************
 CJ0631  DESIGNATION -  10 337
 CJ0631  PID         -  CJ0631
 CJ0631  STATE/COUNTY-  SC/CHARLESTON
 CJ0631  USGS QUAD   -  CAPERS INLET (1992)
 CJ0631
 CJ0631                         *CURRENT SURVEY CONTROL
 CJ0631  ___________________________________________________________________
 CJ0631* NAD 83(1986)-  32 48 22.     (N)    079 44 26.     (W)     SCALED    
 CJ0631* NAVD 88     -         1.805  (meters)       5.92   (feet)  ADJUSTED  
 CJ0631  ___________________________________________________________________
 CJ0631  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 CJ0631  DYNAMIC HT  -           1.803 (meters)       5.92  (feet)  COMP
 CJ0631  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 CJ0631
 CJ0631  VERT ORDER  -  FIRST     CLASS II
 CJ0631
 CJ0631.The horizontal coordinates were scaled from a topographic map and have
 CJ0631.an estimated accuracy of +/- 6 seconds.
 CJ0631
 CJ0631.The orthometric height was determined by differential leveling
 CJ0631.and adjusted by the National Geodetic Survey in June 1991..
 CJ0631
 CJ0631.The geoid height was determined by GEOID03.
 CJ0631
 CJ0631.The dynamic height is computed by dividing the NAVD 88
 CJ0631.geopotential number by the normal gravity value computed on the
 CJ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0631.degrees latitude (g = 980.6199 gals.).
 CJ0631
 CJ0631.The modeled gravity was interpolated from observed gravity values.
 CJ0631
 CJ0631;                    North         East    Units  Estimated Accuracy
 CJ0631;SPC SC       -   108,600.      727,540.      MT  (+/- 180 meters Scaled)
 CJ0631
 CJ0631                          SUPERSEDED SURVEY CONTROL
 CJ0631
 CJ0631  NGVD 29 (03/21/89)    2.105  (m)            6.91   (f) ADJUSTED    1 2
 CJ0631
 CJ0631.Superseded values are not recommended for survey control.
 CJ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0631.See file dsdata.txt to determine how the superseded data were derived.
 CJ0631
 CJ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS179304(NAD 83)
 CJ0631_MARKER: DB = BENCH MARK DISK
 CJ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0631_SP_SET: CONCRETE POST
 CJ0631_STAMPING: VERT 10 337 1985
 CJ0631_MARK LOGO: SCGS  
 CJ0631_PROJECTION: FLUSH
 CJ0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0631
 CJ0631  HISTORY     - Date     Condition        Report By
 CJ0631  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0631  HISTORY     - 19910410 GOOD             USPSQD
 CJ0631
 CJ0631                          STATION DESCRIPTION
 CJ0631
 CJ0631'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0631'IN ISLE OF PALMS.
 CJ0631'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0631'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.1 KILOMETER
 CJ0631'(0.05 MILE) NORTHWEST ALONG COUNTY ROAD S-10-914 (FORTY FIRST AVENUE),
 CJ0631'THENCE 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-10-699
 CJ0631'(PALM BOULEVARD) TO THE FIRST ENTRANCE TO THE WILD DUNES PLANTATION,
 CJ0631'THENCE 1.7 KILOMETERS (1.05 MILES) NORTHEASTERLY ALONG PALMETTO DRIVE,
 CJ0631'THENCE 0.2 KILOMETER (0.1 MILE) NORTH ALONG RACQUET CLUB ROAD, SET ON
 CJ0631'THE SOUTH BANK OF A SMALL POND BETWEEN BACK BAY DRIVE AND BACK COURT
 CJ0631'ROAD, 28.23 METERS (92.62 FEET) NORTH OF THE APPROXIMATE CENTER OF
 CJ0631'BACK COURT ROAD, 33.75 METERS (110.73 FEET) SOUTH OF THE CENTERLINE OF
 CJ0631'BACK BAY DRIVE, 13.7 METERS (45.11 FEET) EAST OF THE APPROXIMATE
 CJ0631'CENTER OF RACQUET CLUB ROAD, 16.97 METERS (55.67 FEET) WEST-SOUTHWEST
 CJ0631'OF THE NORTHWEST CORNER OF CONDOMINIUM 44, 9.5 METERS (31.17 FEET)
 CJ0631'SOUTHWEST OF A LONE 12-INCH CEDAR TREE.
 CJ0631'THE MARK IS ABOVE LEVEL WITH RACQUET CLUB ROAD.
 CJ0631
 CJ0631                          STATION RECOVERY (1991)
 CJ0631
 CJ0631'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0632 ***********************************************************************
 CJ0632  DESIGNATION -  10 338
 CJ0632  PID         -  CJ0632
 CJ0632  STATE/COUNTY-  SC/CHARLESTON
 CJ0632  USGS QUAD   -  CAPERS INLET (1992)
 CJ0632
 CJ0632                         *CURRENT SURVEY CONTROL
 CJ0632  ___________________________________________________________________
 CJ0632* NAD 83(1986)-  32 48 29.     (N)    079 43 56.     (W)     SCALED    
 CJ0632* NAVD 88     -         1.925  (meters)       6.32   (feet)  ADJUSTED  
 CJ0632  ___________________________________________________________________
 CJ0632  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 CJ0632  DYNAMIC HT  -           1.922 (meters)       6.31  (feet)  COMP
 CJ0632  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 CJ0632
 CJ0632  VERT ORDER  -  FIRST     CLASS II
 CJ0632
 CJ0632.The horizontal coordinates were scaled from a topographic map and have
 CJ0632.an estimated accuracy of +/- 6 seconds.
 CJ0632
 CJ0632.The orthometric height was determined by differential leveling
 CJ0632.and adjusted by the National Geodetic Survey in June 1991..
 CJ0632
 CJ0632.The geoid height was determined by GEOID03.
 CJ0632
 CJ0632.The dynamic height is computed by dividing the NAVD 88
 CJ0632.geopotential number by the normal gravity value computed on the
 CJ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0632.degrees latitude (g = 980.6199 gals.).
 CJ0632
 CJ0632.The modeled gravity was interpolated from observed gravity values.
 CJ0632
 CJ0632;                    North         East    Units  Estimated Accuracy
 CJ0632;SPC SC       -   108,830.      728,320.      MT  (+/- 180 meters Scaled)
 CJ0632
 CJ0632                          SUPERSEDED SURVEY CONTROL
 CJ0632
 CJ0632  NGVD 29 (03/21/89)    2.224  (m)            7.30   (f) ADJUSTED    1 2
 CJ0632
 CJ0632.Superseded values are not recommended for survey control.
 CJ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0632.See file dsdata.txt to determine how the superseded data were derived.
 CJ0632
 CJ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS186307(NAD 83)
 CJ0632_MARKER: DB = BENCH MARK DISK
 CJ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0632_SP_SET: CONCRETE POST
 CJ0632_STAMPING: VERT 10 338 1985
 CJ0632_MARK LOGO: SCGS  
 CJ0632_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0632
 CJ0632  HISTORY     - Date     Condition        Report By
 CJ0632  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0632  HISTORY     - 19910410 GOOD             USPSQD
 CJ0632
 CJ0632                          STATION DESCRIPTION
 CJ0632
 CJ0632'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0632'IN ISLE OF PALMS.
 CJ0632'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0632'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.1 KILOMETER
 CJ0632'(0.05 MILE) NORTHWEST ALONG COUNTY ROAD S-10-914 (FORTY FIRST AVENUE),
 CJ0632'THENCE 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-10-699
 CJ0632'(PALM BOULEVARD) TO THE FIRST ENTRANCE TO THE WILD DUNES PLANTATION,
 CJ0632'THENCE 5.05 KILOMETERS (3.15 MILES) NORTHEASTERLY ALONG PALMETTO
 CJ0632'DRIVE, THENCE 0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG HIDDEN GREEN
 CJ0632'LANE, SET IN A FLOWER BED IN THE FRONT YARD OF 8 HIDDEN GREEN LANE
 CJ0632'(LUCAS RESIDENCE), 5.7 METERS (18.7 FEET) NORTHWEST OF THE APPROXIMATE
 CJ0632'CENTER OF THE DRIVEWAY LEADING TO THE LUCAS RESIDENCE, 24.1 METERS
 CJ0632'(79.07 FEET) EAST-NORTHEAST OF THE NORTH CORNER OF THE LUCAS
 CJ0632'RESIDENCE, 17.65 METERS (57.91 FEET) NORTH-NORTHEAST OF THE EAST
 CJ0632'CORNER OF THE LUCAS RESIDENCE, 20.05 METERS (65.78 FEET) NORTHWEST OF
 CJ0632'A FIRE HYDRANT, 6.8 METERS (22.31 FEET) SOUTH-SOUTHWEST OF THE
 CJ0632'APPROXIMATE CENTER OF HIDDEN GREEN LANE, 27.9 METERS (91.53 FEET) EAST
 CJ0632'OF THE EAST CORNER OF THE GARAGE AT 7 HIDDEN GREEN LANE.
 CJ0632'THE MARK IS ABOVE LEVEL WITH HIDDEN GREEN LANE.
 CJ0632
 CJ0632                          STATION RECOVERY (1991)
 CJ0632
 CJ0632'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0630 ***********************************************************************
 CJ0630  DESIGNATION -  10 339
 CJ0630  PID         -  CJ0630
 CJ0630  STATE/COUNTY-  SC/CHARLESTON
 CJ0630  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0630
 CJ0630                         *CURRENT SURVEY CONTROL
 CJ0630  ___________________________________________________________________
 CJ0630* NAD 83(1986)-  32 48 20.     (N)    079 45 31.     (W)     SCALED    
 CJ0630* NAVD 88     -         2.454  (meters)       8.05   (feet)  ADJUSTED  
 CJ0630  ___________________________________________________________________
 CJ0630  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 CJ0630  DYNAMIC HT  -           2.452 (meters)       8.04  (feet)  COMP
 CJ0630  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 CJ0630
 CJ0630  VERT ORDER  -  FIRST     CLASS II
 CJ0630
 CJ0630.The horizontal coordinates were scaled from a topographic map and have
 CJ0630.an estimated accuracy of +/- 6 seconds.
 CJ0630
 CJ0630.The orthometric height was determined by differential leveling
 CJ0630.and adjusted by the National Geodetic Survey in June 1991..
 CJ0630
 CJ0630.The geoid height was determined by GEOID03.
 CJ0630
 CJ0630.The dynamic height is computed by dividing the NAVD 88
 CJ0630.geopotential number by the normal gravity value computed on the
 CJ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0630.degrees latitude (g = 980.6199 gals.).
 CJ0630
 CJ0630.The modeled gravity was interpolated from observed gravity values.
 CJ0630
 CJ0630;                    North         East    Units  Estimated Accuracy
 CJ0630;SPC SC       -   108,520.      725,850.      MT  (+/- 180 meters Scaled)
 CJ0630
 CJ0630                          SUPERSEDED SURVEY CONTROL
 CJ0630
 CJ0630  NGVD 29 (03/21/89)    2.755  (m)            9.04   (f) ADJUSTED    1 2
 CJ0630
 CJ0630.Superseded values are not recommended for survey control.
 CJ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0630.See file dsdata.txt to determine how the superseded data were derived.
 CJ0630
 CJ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS162304(NAD 83)
 CJ0630_MARKER: DB = BENCH MARK DISK
 CJ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0630_SP_SET: CONCRETE POST
 CJ0630_STAMPING: VERT 10 339 1985
 CJ0630_MARK LOGO: SCGS  
 CJ0630_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0630
 CJ0630  HISTORY     - Date     Condition        Report By
 CJ0630  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0630  HISTORY     - 19910410 GOOD             USPSQD
 CJ0630
 CJ0630                          STATION DESCRIPTION
 CJ0630
 CJ0630'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0630'IN ISLE OF PALMS.
 CJ0630'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG STATE HIGHWAY 703 (PALM
 CJ0630'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.1 KILOMETER
 CJ0630'(0.05 MILE) NORTHWEST ALONG COUNTY ROAD S-10-914 (FORTY FIRST AVENUE),
 CJ0630'THENCE 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-10-699
 CJ0630'(PALM BOULEVARD) TO THE FIRST ENTRANCE TO THE WILD DUNES PLANTATION,
 CJ0630'THENCE 0.5 KILOMETER (0.3 MILE) NORTHEASTERLY ALONG PALMETTO DRIVE,
 CJ0630'THENCE 0.25 KILOMETER (0.15 MILE) NORTH ALONG CONCH DRIVE, THENCE 1.5
 CJ0630'KILOMETERS (0.95 MILE) NORTHWESTERLY ALONG WATERWAY ISLAND DRIVE, SET
 CJ0630'ON THE WEST SIDE OF A LARGE MEDIAN AT THE END OF WATERWAY ISLAND
 CJ0630'DRIVE, ACROSS FROM A LARGE THREE-STORY HOUSE ON LOT 36, 81.25 METERS
 CJ0630'(266.57 FEET) NORTH-NORTHWEST OF A RETAINING WALL FOR THE WILD DUNES
 CJ0630'MARINA, 32.7 METERS (107.28 FEET) NORTHEAST OF THE NORTHWEST CORNER OF
 CJ0630'THE THREE-STORY HOUSE ON LOT 36, 87.7 METERS (287.73 FEET)
 CJ0630'EAST-NORTHEAST OF A RETAINING WALL FOR THE WILD DUNES MARINA,
 CJ0630'11.2 METERS (36.75 FEET) SOUTH-SOUTHWEST OF A LONE TWIN TRUNK OAK
 CJ0630'TREE, 8.7 METERS (28.54 FEET) NORTHEAST OF THE CENTERLINE OF WATERWAY
 CJ0630'ISLAND DRIVE.
 CJ0630'THE MARK IS 0.40 METERS  WNW FROM A WITNESS POST.
 CJ0630'THE MARK IS 0.60 M ABOVE WATERWAY ISLAND DRIVE.
 CJ0630
 CJ0630                          STATION RECOVERY (1991)
 CJ0630
 CJ0630'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0535 ***********************************************************************
 CJ0535  DESIGNATION -  10 340
 CJ0535  PID         -  CJ0535
 CJ0535  STATE/COUNTY-  SC/CHARLESTON
 CJ0535  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0535
 CJ0535                         *CURRENT SURVEY CONTROL
 CJ0535  ___________________________________________________________________
 CJ0535* NAD 83(1986)-  32 52 55.     (N)    079 59 08.     (W)     SCALED    
 CJ0535* NAVD 88     -         9.215  (meters)      30.23   (feet)  ADJUSTED  
 CJ0535  ___________________________________________________________________
 CJ0535  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 CJ0535  DYNAMIC HT  -           9.205 (meters)      30.20  (feet)  COMP
 CJ0535  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 CJ0535
 CJ0535  VERT ORDER  -  FIRST     CLASS II
 CJ0535
 CJ0535.The horizontal coordinates were scaled from a topographic map and have
 CJ0535.an estimated accuracy of +/- 6 seconds.
 CJ0535
 CJ0535.The orthometric height was determined by differential leveling
 CJ0535.and adjusted by the National Geodetic Survey in June 1991..
 CJ0535
 CJ0535.The geoid height was determined by GEOID03.
 CJ0535
 CJ0535.The dynamic height is computed by dividing the NAVD 88
 CJ0535.geopotential number by the normal gravity value computed on the
 CJ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0535.degrees latitude (g = 980.6199 gals.).
 CJ0535
 CJ0535.The modeled gravity was interpolated from observed gravity values.
 CJ0535
 CJ0535;                    North         East    Units  Estimated Accuracy
 CJ0535;SPC SC       -   116,760.      704,520.      MT  (+/- 180 meters Scaled)
 CJ0535
 CJ0535                          SUPERSEDED SURVEY CONTROL
 CJ0535
 CJ0535  NGVD 29 (03/21/89)    9.512  (m)           31.21   (f) ADJUSTED    1 2
 CJ0535
 CJ0535.Superseded values are not recommended for survey control.
 CJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0535.See file dsdata.txt to determine how the superseded data were derived.
 CJ0535
 CJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS948386(NAD 83)
 CJ0535_MARKER: DD = SURVEY DISK
 CJ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0535_SP_SET: CONCRETE POST
 CJ0535_STAMPING: VERT 10 340 1985
 CJ0535_MARK LOGO: SCGS  
 CJ0535_PROJECTION: FLUSH
 CJ0535_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0535+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1998
 CJ0535
 CJ0535  HISTORY     - Date     Condition        Report By
 CJ0535  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0535  HISTORY     - 19910606 GOOD             USPSQD
 CJ0535  HISTORY     - 19940820 GOOD             USPSQD
 CJ0535  HISTORY     - 19980824 GOOD             SCGS
 CJ0535
 CJ0535                          STATION DESCRIPTION
 CJ0535
 CJ0535'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0535'IN NORTH CHARLESTON.
 CJ0535'0.6 KILOMETER (0.4 MILE) WEST ALONG MONTAGUE AVENUE FROM THE NORTH
 CJ0535'CHARLESTON POST OFFICE, THENCE 0.3 KILOMETER (0.2 MILE) NORTHWESTERLY
 CJ0535'ALONG PARK CIRCLE, SET NEAR A LIGHT POLE ACROSS FROM THE INTERSECTION
 CJ0535'OF NORTH RHETT AVENUE IN AN AREA CALLED PARK CIRCLE, 37.7 METERS
 CJ0535'(123.69 FEET) WEST-NORTHWEST OF THE EXTENDED CENTER OF NORTH RHETT
 CJ0535'AVENUE, 21.1 METERS (69.23 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 CJ0535'CENTER OF PARK CIRCLE, 1.5 METERS (4.92 FEET) SOUTH-SOUTHWEST OF THE
 CJ0535'LIGHT POLE, 0.64 METER (2.1 FEET) NORTH-NORTHEAST OF A FIVE-FOOT HIGH
 CJ0535'CINDER BLOCK WALL FOR A BASEBALL FIELD.
 CJ0535'THE MARK IS 0.72 METERS  NNW FROM A WITNESS POST.
 CJ0535'THE MARK IS ABOVE LEVEL WITH PARK CIRCLE.
 CJ0535
 CJ0535                          STATION RECOVERY (1991)
 CJ0535
 CJ0535'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0535'RECOVERED IN GOOD CONDITION.
 CJ0535
 CJ0535                          STATION RECOVERY (1994)
 CJ0535
 CJ0535'RECOVERY NOTE BY US POWER SQUADRON 1994
 CJ0535'RECOVERED IN GOOD CONDITION.
 CJ0535
 CJ0535                          STATION RECOVERY (1998)
 CJ0535
 CJ0535'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CJ0535'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH NORTHWEST OF NORTH
 CJ0535'CHARLESTON, 7.95 MILES (12.79 KM) NORTH NORTHWEST OF CHARLESTON.
 CJ0535'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION OVERPASS
 CJ0535'OF U.S.  HIGHWAYS 52, 78 (RIVERS AVENUE) AND INTERSTATE 526 (MARK
 CJ0535'CLARK EXPRESSWAY) , 3.4 MILES (5.5 KM) NORTHWEST OF NORTH CHARLESTON,
 CJ0535'GO SOUTH SOUTHEAST ON HIGHWAYS 52 AND 78 FOR 1.5 MILES (2.4 KM) TO THE
 CJ0535'JUNCTION OF DURANT AVENUE, TURN LEFT ON DURANT AVENUE FOR 0.75 MILE
 CJ0535'(1.21 KM) TO A T-JUNCTION OF PARK CIRCLE, TURN RIGHT ON PARK CIRCLE
 CJ0535'FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE LEFT NEAR A LIGHT POLE
 CJ0535'FOR A BASEBALL FIELD.  STATION IS A CONCRETE POST FLUSH WITH THE
 CJ0535'GROUND AND 0.5 FOOT (15.2 CM) ABOVE PARK CIRCLE, 2.1 FEET (0.6 M)
 CJ0535'NORTH NORTHEAST OF A 5-FOOT HIGH CINDER BLOCK WALL FOR THE BASEBALL
 CJ0535'FIELD, 124.O FEET WEST NORTHWEST OF THE EXTENDED CENTER OF NORTH RHETT
 CJ0535'AVENUE, 69.0 FEET (21.0 M) SOUTH SOUTHEAST OF THE CENTER OF PARK
 CJ0535'CIRCLE, 5.3 FEET (1.6 M) SOUTH SOUTHWEST OF THE LIGHT POLE, 5.3 FEET
 CJ0535'(1.6 M) SOUTH SOUTHWEST OF A WITNESS POST.  RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0536 ***********************************************************************
 CJ0536  DESIGNATION -  10 341
 CJ0536  PID         -  CJ0536
 CJ0536  STATE/COUNTY-  SC/CHARLESTON
 CJ0536  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0536
 CJ0536                         *CURRENT SURVEY CONTROL
 CJ0536  ___________________________________________________________________
 CJ0536* NAD 83(1986)-  32 53 33.     (N)    079 59 07.     (W)     SCALED    
 CJ0536* NAVD 88     -         1.380  (meters)       4.53   (feet)  ADJUSTED  
 CJ0536  ___________________________________________________________________
 CJ0536  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 CJ0536  DYNAMIC HT  -           1.379 (meters)       4.52  (feet)  COMP
 CJ0536  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 CJ0536
 CJ0536  VERT ORDER  -  FIRST     CLASS II
 CJ0536
 CJ0536.The horizontal coordinates were scaled from a topographic map and have
 CJ0536.an estimated accuracy of +/- 6 seconds.
 CJ0536
 CJ0536.The orthometric height was determined by differential leveling
 CJ0536.and adjusted by the National Geodetic Survey in June 1991..
 CJ0536
 CJ0536.The geoid height was determined by GEOID03.
 CJ0536
 CJ0536.The dynamic height is computed by dividing the NAVD 88
 CJ0536.geopotential number by the normal gravity value computed on the
 CJ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0536.degrees latitude (g = 980.6199 gals.).
 CJ0536
 CJ0536.The modeled gravity was interpolated from observed gravity values.
 CJ0536
 CJ0536;                    North         East    Units  Estimated Accuracy
 CJ0536;SPC SC       -   117,930.      704,530.      MT  (+/- 180 meters Scaled)
 CJ0536
 CJ0536                          SUPERSEDED SURVEY CONTROL
 CJ0536
 CJ0536  NGVD 29 (03/21/89)    1.677  (m)            5.50   (f) ADJUSTED    1 2
 CJ0536
 CJ0536.Superseded values are not recommended for survey control.
 CJ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0536.See file dsdata.txt to determine how the superseded data were derived.
 CJ0536
 CJ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS949398(NAD 83)
 CJ0536_MARKER: DB = BENCH MARK DISK
 CJ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0536_SP_SET: CONCRETE POST
 CJ0536_STAMPING: VERT 10 341 1985
 CJ0536_MARK LOGO: SCGS  
 CJ0536_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0536
 CJ0536  HISTORY     - Date     Condition        Report By
 CJ0536  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0536  HISTORY     - 19910606 GOOD             USPSQD
 CJ0536  HISTORY     - 19940820 GOOD             USPSQD
 CJ0536
 CJ0536                          STATION DESCRIPTION
 CJ0536
 CJ0536'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0536'IN NORTH CHARLESTON.
 CJ0536'0.6 KILOMETER (0.4 MILE) WEST ALONG MONTAGUE AVENUE FROM THE NORTH
 CJ0536'CHARLESTON POST OFFICE, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0536'NORTHWESTERLY ALONG PARK CIRCLE, THENCE 1.05 KILOMETERS (0.65 MILE)
 CJ0536'NORTH ALONG NORTH RHETT AVENUE, SET NEAR A SIGNAL CONTROL BOX, AT A
 CJ0536'RAILROAD CROSSING, 31.0 METERS (101.71 FEET) NORTHWEST OF THE
 CJ0536'NORTHEAST CORNER OF A JET GAS STATION, 19.3 METERS (63.32 FEET) EAST
 CJ0536'OF THE APPROXIMATE CENTER OF NORTH RHETT AVENUE, 4.8 METERS (15.75
 CJ0536'FEET) NORTH OF THE NORTH RAIL, 2.76 METERS (9.06 FEET) EAST-NORTHEAST
 CJ0536'OF THE NORTHWEST CORNER OF THE SIGNAL BOX, 12.7 METERS (41.67 FEET)
 CJ0536'NORTHEAST OF A SIGNAL LIGHT, 1.25 METERS (4.1 FEET) SOUTH OF A POWER
 CJ0536'POLE.
 CJ0536'THE MARK IS 0.44 METERS  W FROM A WITNESS POST.
 CJ0536'THE MARK IS ABOVE LEVEL WITH NORTH RHETT AVENUE.
 CJ0536
 CJ0536                          STATION RECOVERY (1991)
 CJ0536
 CJ0536'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0536'RECOVERED IN GOOD CONDITION.
 CJ0536
 CJ0536                          STATION RECOVERY (1994)
 CJ0536
 CJ0536'RECOVERY NOTE BY US POWER SQUADRON 1994
 CJ0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0537 ***********************************************************************
 CJ0537  DESIGNATION -  10 342
 CJ0537  PID         -  CJ0537
 CJ0537  STATE/COUNTY-  SC/CHARLESTON
 CJ0537  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0537
 CJ0537                         *CURRENT SURVEY CONTROL
 CJ0537  ___________________________________________________________________
 CJ0537* NAD 83(1986)-  32 54 10.     (N)    079 59 10.     (W)     SCALED    
 CJ0537* NAVD 88     -        10.860  (meters)      35.63   (feet)  ADJUSTED  
 CJ0537  ___________________________________________________________________
 CJ0537  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CJ0537  DYNAMIC HT  -          10.848 (meters)      35.59  (feet)  COMP
 CJ0537  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 CJ0537
 CJ0537  VERT ORDER  -  FIRST     CLASS II
 CJ0537
 CJ0537.The horizontal coordinates were scaled from a topographic map and have
 CJ0537.an estimated accuracy of +/- 6 seconds.
 CJ0537
 CJ0537.The orthometric height was determined by differential leveling
 CJ0537.and adjusted by the National Geodetic Survey in June 1991..
 CJ0537
 CJ0537.The geoid height was determined by GEOID03.
 CJ0537
 CJ0537.The dynamic height is computed by dividing the NAVD 88
 CJ0537.geopotential number by the normal gravity value computed on the
 CJ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0537.degrees latitude (g = 980.6199 gals.).
 CJ0537
 CJ0537.The modeled gravity was interpolated from observed gravity values.
 CJ0537
 CJ0537;                    North         East    Units  Estimated Accuracy
 CJ0537;SPC SC       -   119,070.      704,440.      MT  (+/- 180 meters Scaled)
 CJ0537
 CJ0537                          SUPERSEDED SURVEY CONTROL
 CJ0537
 CJ0537  NGVD 29 (03/21/89)   11.156  (m)           36.60   (f) ADJUSTED    1 2
 CJ0537
 CJ0537.Superseded values are not recommended for survey control.
 CJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0537.See file dsdata.txt to determine how the superseded data were derived.
 CJ0537
 CJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS948409(NAD 83)
 CJ0537_MARKER: DD = SURVEY DISK
 CJ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0537_SP_SET: CONCRETE POST
 CJ0537_STAMPING: VERT 10 342 1985
 CJ0537_MARK LOGO: SCGS  
 CJ0537_PROJECTION: FLUSH
 CJ0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0537+STABILITY: SURFACE MOTION
 CJ0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0537+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0537
 CJ0537  HISTORY     - Date     Condition        Report By
 CJ0537  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0537  HISTORY     - 19910606 GOOD             USPSQD
 CJ0537  HISTORY     - 19920817 GOOD             NGS
 CJ0537
 CJ0537                          STATION DESCRIPTION
 CJ0537
 CJ0537'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0537'IN NORTH CHARLESTON.
 CJ0537'THE MARK IS ABOVE LEVEL WITH AREA.
 CJ0537'0.6 KILOMETER (0.4 MILE) WEST ALONG MONTAGUE AVENUE FROM THE NORTH
 CJ0537'CHARLESTON POST OFFICE, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0537'NORTHWESTERLY ALONG PARK CIRCLE, THENCE 2.15 KILOMETERS (1.35 MILES)
 CJ0537'NORTH ALONG NORTH RHETT AVENUE, SET NEAR A LIGHT POLE THAT IS NEAR A
 CJ0537'CHAIN LINK FENCE THAT SURROUNDS A BASEBALL FIELD, 50.3 METERS (165.03
 CJ0537'FEET) WEST OF THE APPROXIMATE CENTER OF NORTH RHETT AVENUE,
 CJ0537'85.8 METERS (281.5 FEET) NORTH OF THE APPROXIMATE CENTER OF REMOUNT
 CJ0537'ROAD, 53.5 METERS (175.52 FEET) SOUTH OF THE APPROXIMATE CENTER OF
 CJ0537'BENTLY DRIVE, 1.28 METERS (4.2 FEET) EAST-NORTHEAST OF THE POWER POLE,
 CJ0537'1.83 METERS (6.0 FEET) EAST OF THE CHAIN LINK FENCE.
 CJ0537'THE MARK IS 2.20 METERS  SSE FROM A WITNESS POST.
 CJ0537
 CJ0537                          STATION RECOVERY (1991)
 CJ0537
 CJ0537'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0537'RECOVERED IN GOOD CONDITION.
 CJ0537
 CJ0537                          STATION RECOVERY (1992)
 CJ0537
 CJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0537'2.0 KM (1.25 MI) EASTERLY ALONG MONTAGUE AVENUE FROM THE JUNCTION OF
 CJ0537'U.S. HIGHWAYS 52 AND 78 (RIVERS AVENUE) IN NORTH CHARLESTON, THENCE
 CJ0537'2.7 KM (1.65 MI) NORTHERLY ALONG NORTH RHETT AVENUE, 80.7 M (264.8
 CJ0537'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF REMOUNT ROAD,
 CJ0537'53.6 M (175.9 FT) SOUTH OF THE CENTER OF BENTLEY AVENUE, 44.2 M
 CJ0537'(145.0 FT) WEST OF AND LEVEL WITH THE SOUTHBOUND LANES OF THE AVENUE,
 CJ0537'25.1 M (82.3 FT) SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF A
 CJ0537'CHAIN-LINK FENCE ENCLOSING A BASEBALL FIELD, 1.9 M (6.2 FT) NORTHEAST
 CJ0537'OF A WITNESS POST AND FENCE, 1.2 M (3.9 FT) EAST-SOUTHEAST OF A
 CJ0537'UTILITY POLE, AND THE MONUMENT IS RECESSED 0.03 M (0.10 FT) BELOW THE
 CJ0537'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3178 ***********************************************************************
 CK3178  DESIGNATION -  10 343
 CK3178  PID         -  CK3178
 CK3178  STATE/COUNTY-  SC/CHARLESTON
 CK3178  USGS QUAD   -  LADSON (1979)
 CK3178
 CK3178                         *CURRENT SURVEY CONTROL
 CK3178  ___________________________________________________________________
 CK3178* NAD 83(1986)-  32 58 43.     (N)    080 04 35.     (W)     SCALED    
 CK3178* NAVD 88     -        18.743  (meters)      61.49   (feet)  ADJUSTED  
 CK3178  ___________________________________________________________________
 CK3178  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 CK3178  DYNAMIC HT  -          18.723 (meters)      61.43  (feet)  COMP
 CK3178  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 CK3178
 CK3178  VERT ORDER  -  FIRST     CLASS II
 CK3178
 CK3178.The horizontal coordinates were scaled from a topographic map and have
 CK3178.an estimated accuracy of +/- 6 seconds.
 CK3178
 CK3178.The orthometric height was determined by differential leveling
 CK3178.and adjusted by the National Geodetic Survey in June 1991..
 CK3178
 CK3178.The geoid height was determined by GEOID03.
 CK3178
 CK3178.The dynamic height is computed by dividing the NAVD 88
 CK3178.geopotential number by the normal gravity value computed on the
 CK3178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3178.degrees latitude (g = 980.6199 gals.).
 CK3178
 CK3178.The modeled gravity was interpolated from observed gravity values.
 CK3178
 CK3178;                    North         East    Units  Estimated Accuracy
 CK3178;SPC SC       -   127,400.      695,920.      MT  (+/- 180 meters Scaled)
 CK3178
 CK3178                          SUPERSEDED SURVEY CONTROL
 CK3178
 CK3178  NGVD 29 (03/21/89)   19.038  (m)           62.46   (f) ADJUSTED    1 2
 CK3178
 CK3178.Superseded values are not recommended for survey control.
 CK3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3178.See file dsdata.txt to determine how the superseded data were derived.
 CK3178
 CK3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS863492(NAD 83)
 CK3178_MARKER: DB = BENCH MARK DISK
 CK3178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK3178_SP_SET: BRIDGE
 CK3178_STAMPING: VERT 10 343 1985
 CK3178_MARK LOGO: SCGS  
 CK3178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3178
 CK3178  HISTORY     - Date     Condition        Report By
 CK3178  HISTORY     - 1985     MONUMENTED       SCGS
 CK3178  HISTORY     - 19910601 GOOD             USPSQD
 CK3178
 CK3178                          STATION DESCRIPTION
 CK3178
 CK3178'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3178'2.3 KM (1.45 MI) SE FROM LADSON.
 CK3178'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3178'ROAD) FROM THE LADSON POST OFFICE, THENCE 2.3 KILOMETERS (1.45 MILES)
 CK3178'SOUTHEAST ALONG U.S. HIGHWAY 78, SET IN THE SOUTHEAST CORNER OF THE
 CK3178'OVERPASS OVER INTERSTATE 26.
 CK3178'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 78.
 CK3178
 CK3178                          STATION RECOVERY (1991)
 CK3178
 CK3178'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3179 ***********************************************************************
 CK3179  DESIGNATION -  10 344
 CK3179  PID         -  CK3179
 CK3179  STATE/COUNTY-  SC/CHARLESTON
 CK3179  USGS QUAD   -  LADSON (1979)
 CK3179
 CK3179                         *CURRENT SURVEY CONTROL
 CK3179  ___________________________________________________________________
 CK3179* NAD 83(1986)-  32 58 27.     (N)    080 03 28.     (W)     SCALED    
 CK3179* NAVD 88     -        12.007  (meters)      39.39   (feet)  ADJUSTED  
 CK3179  ___________________________________________________________________
 CK3179  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 CK3179  DYNAMIC HT  -          11.994 (meters)      39.35  (feet)  COMP
 CK3179  MODELED GRAV-     979,560.0   (mgal)                       NAVD 88
 CK3179
 CK3179  VERT ORDER  -  FIRST     CLASS II
 CK3179
 CK3179.The horizontal coordinates were scaled from a topographic map and have
 CK3179.an estimated accuracy of +/- 6 seconds.
 CK3179
 CK3179.The orthometric height was determined by differential leveling
 CK3179.and adjusted by the National Geodetic Survey in June 1991..
 CK3179
 CK3179.The geoid height was determined by GEOID03.
 CK3179
 CK3179.The dynamic height is computed by dividing the NAVD 88
 CK3179.geopotential number by the normal gravity value computed on the
 CK3179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3179.degrees latitude (g = 980.6199 gals.).
 CK3179
 CK3179.The modeled gravity was interpolated from observed gravity values.
 CK3179
 CK3179;                    North         East    Units  Estimated Accuracy
 CK3179;SPC SC       -   126,920.      697,670.      MT  (+/- 180 meters Scaled)
 CK3179
 CK3179                          SUPERSEDED SURVEY CONTROL
 CK3179
 CK3179  NGVD 29 (03/21/89)   12.303  (m)           40.36   (f) ADJUSTED    1 2
 CK3179
 CK3179.Superseded values are not recommended for survey control.
 CK3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3179.See file dsdata.txt to determine how the superseded data were derived.
 CK3179
 CK3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS880488(NAD 83)
 CK3179_MARKER: DB = BENCH MARK DISK
 CK3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3179_SP_SET: CONCRETE POST
 CK3179_STAMPING: VERT 10 344 1985
 CK3179_MARK LOGO: SCGS  
 CK3179_PROJECTION: FLUSH
 CK3179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3179
 CK3179  HISTORY     - Date     Condition        Report By
 CK3179  HISTORY     - 1985     MONUMENTED       SCGS
 CK3179  HISTORY     - 19910601 GOOD             USPSQD
 CK3179
 CK3179                          STATION DESCRIPTION
 CK3179
 CK3179'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3179'4.2 KM (2.6 MI) SE FROM LADSON.
 CK3179'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3179'ROAD) FROM THE LADSON POST OFFICE, THENCE 4.2 KILOMETERS (2.6 MILES)
 CK3179'SOUTHEAST ALONG U.S. HIGHWAY 78, SET NEAR A FIRE HYDRANT AND A POWER
 CK3179'POLE IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD
 CK3179'S-10-1430 (NEVONNA AVENUE), 41.45 METERS (135.99 FEET) NORTH-NORTHWEST
 CK3179'OF THE NORTHWEST CORNER OF A ONE-STORY HOUSE, 13.42 METERS (44.03
 CK3179'FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 78,
 CK3179'12.52 METERS (41.08 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 CK3179'THE COUNTY ROAD, 24.8 METERS (81.36 FEET) NORTHWEST OF A LONE 10-INCH
 CK3179'MAGNOLIA TREE, 4.34 METERS (14.24 FEET) SOUTHWEST OF THE POWER POLE
 CK3179'NUMBER 34239, 4.62 METERS (15.16 FEET) SOUTH OF THE FIRE HYDRANT.
 CK3179'THE MARK IS 4.34 METERS  S FROM A WITNESS POST.
 CK3179'THE MARK IS 1.20 M ABOVE U.S. HIGHWAY 78.
 CK3179
 CK3179                          STATION RECOVERY (1991)
 CK3179
 CK3179'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3170 ***********************************************************************
 CK3170  DESIGNATION -  10 345
 CK3170  PID         -  CK3170
 CK3170  STATE/COUNTY-  SC/CHARLESTON
 CK3170  USGS QUAD   -  LADSON (1979)
 CK3170
 CK3170                         *CURRENT SURVEY CONTROL
 CK3170  ___________________________________________________________________
 CK3170* NAD 83(1986)-  32 59 15.     (N)    080 05 59.     (W)     SCALED    
 CK3170* NAVD 88     -        14.296  (meters)      46.90   (feet)  ADJUSTED  
 CK3170  ___________________________________________________________________
 CK3170  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 CK3170  DYNAMIC HT  -          14.280 (meters)      46.85  (feet)  COMP
 CK3170  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 CK3170
 CK3170  VERT ORDER  -  FIRST     CLASS II
 CK3170
 CK3170.The horizontal coordinates were scaled from a topographic map and have
 CK3170.an estimated accuracy of +/- 6 seconds.
 CK3170
 CK3170.The orthometric height was determined by differential leveling
 CK3170.and adjusted by the National Geodetic Survey in June 1991..
 CK3170
 CK3170.The geoid height was determined by GEOID03.
 CK3170
 CK3170.The dynamic height is computed by dividing the NAVD 88
 CK3170.geopotential number by the normal gravity value computed on the
 CK3170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3170.degrees latitude (g = 980.6199 gals.).
 CK3170
 CK3170.The modeled gravity was interpolated from observed gravity values.
 CK3170
 CK3170;                    North         East    Units  Estimated Accuracy
 CK3170;SPC SC       -   128,360.      693,730.      MT  (+/- 180 meters Scaled)
 CK3170
 CK3170                          SUPERSEDED SURVEY CONTROL
 CK3170
 CK3170  NGVD 29 (03/21/89)   14.590  (m)           47.87   (f) ADJUSTED    1 2
 CK3170
 CK3170.Superseded values are not recommended for survey control.
 CK3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3170.See file dsdata.txt to determine how the superseded data were derived.
 CK3170
 CK3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS841502(NAD 83)
 CK3170_MARKER: DB = BENCH MARK DISK
 CK3170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3170_SP_SET: CONCRETE POST
 CK3170_STAMPING: VERT 10 345 1985
 CK3170_MARK LOGO: SCGS  
 CK3170_PROJECTION: FLUSH
 CK3170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3170
 CK3170  HISTORY     - Date     Condition        Report By
 CK3170  HISTORY     - 1985     MONUMENTED       SCGS
 CK3170  HISTORY     - 19910601 GOOD             USPSQD
 CK3170
 CK3170                          STATION DESCRIPTION
 CK3170
 CK3170'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3170'IN LADSON.
 CK3170'0.1 KILOMETER (0.05 MILE) SOUTHWEST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3170'ROAD) FROM THE LADSON POST OFFICE, SET BEHIND A 6-FOOT HIGH BRICK
 CK3170'MONUMENT IN FRONT OF THE LADSON BAPTIST CHURCH, 15.0 METERS (49.21
 CK3170'FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF LADSON ROAD,
 CK3170'15.59 METERS (51.15 FEET) WEST-NORTHWEST OF THE NORTHEAST CORNER OF
 CK3170'THE CHURCH, 10.49 METERS (34.42 FEET) NORTH-NORTHWEST OF THE NORTHWEST
 CK3170'CORNER OF THE CHURCH, 5.92 METERS (19.42 FEET) WEST-SOUTHWEST OF THE
 CK3170'APPROXIMATE CENTER OF A SIDEWALK LEADING TO THE CHURCH, 2.08 METERS
 CK3170'(6.82 FEET) EAST OF THE WEST END OF THE BRICK MONUMENT, 2.01 METERS
 CK3170'(6.59 FEET) WEST-SOUTHWEST OF THE EAST END OF THE BRICK MONUMENT.
 CK3170'THE MARK IS ABOVE LEVEL WITH LADSON ROAD.
 CK3170
 CK3170                          STATION RECOVERY (1991)
 CK3170
 CK3170'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3177 ***********************************************************************
 CK3177  DESIGNATION -  10 346
 CK3177  PID         -  CK3177
 CK3177  STATE/COUNTY-  SC/CHARLESTON
 CK3177  USGS QUAD   -  LADSON (1979)
 CK3177
 CK3177                         *CURRENT SURVEY CONTROL
 CK3177  ___________________________________________________________________
 CK3177* NAD 83(1986)-  32 58 59.     (N)    080 05 24.     (W)     SCALED    
 CK3177* NAVD 88     -        13.186  (meters)      43.26   (feet)  ADJUSTED  
 CK3177  ___________________________________________________________________
 CK3177  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 CK3177  DYNAMIC HT  -          13.172 (meters)      43.22  (feet)  COMP
 CK3177  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 CK3177
 CK3177  VERT ORDER  -  FIRST     CLASS II
 CK3177
 CK3177.The horizontal coordinates were scaled from a topographic map and have
 CK3177.an estimated accuracy of +/- 6 seconds.
 CK3177
 CK3177.The orthometric height was determined by differential leveling
 CK3177.and adjusted by the National Geodetic Survey in June 1991..
 CK3177
 CK3177.The geoid height was determined by GEOID03.
 CK3177
 CK3177.The dynamic height is computed by dividing the NAVD 88
 CK3177.geopotential number by the normal gravity value computed on the
 CK3177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3177.degrees latitude (g = 980.6199 gals.).
 CK3177
 CK3177.The modeled gravity was interpolated from observed gravity values.
 CK3177
 CK3177;                    North         East    Units  Estimated Accuracy
 CK3177;SPC SC       -   127,880.      694,650.      MT  (+/- 180 meters Scaled)
 CK3177
 CK3177                          SUPERSEDED SURVEY CONTROL
 CK3177
 CK3177  NGVD 29 (03/21/89)   13.481  (m)           44.23   (f) ADJUSTED    1 2
 CK3177
 CK3177.Superseded values are not recommended for survey control.
 CK3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3177.See file dsdata.txt to determine how the superseded data were derived.
 CK3177
 CK3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS850497(NAD 83)
 CK3177_MARKER: DB = BENCH MARK DISK
 CK3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3177_SP_SET: CONCRETE POST
 CK3177_STAMPING: VERT 10 346 1985
 CK3177_MARK LOGO: SCGS  
 CK3177_PROJECTION: FLUSH
 CK3177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3177
 CK3177  HISTORY     - Date     Condition        Report By
 CK3177  HISTORY     - 1985     MONUMENTED       SCGS
 CK3177  HISTORY     - 19910601 GOOD             USPSQD
 CK3177
 CK3177                          STATION DESCRIPTION
 CK3177
 CK3177'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3177'IN LADSON.
 CK3177'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3177'ROAD) FROM THE LADSON POST OFFICE, THENCE 1.0 KILOMETER (0.6 MILE)
 CK3177'SOUTHEAST ALONG U.S. HIGHWAY 78, SET NEAR THE NORTH CORNER OF THE
 CK3177'EASTERN MOST BUILDING OF THE LADSON BUSINESS PARK 9433, 22.9 METERS
 CK3177'(75.13 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 78,
 CK3177'25.35 METERS (83.17 FEET) EAST-SOUTHEAST OF THE EAST CORNER OF THE
 CK3177'WESTERN MOST BUILDING OF THE LADSON BUSINESS PARK, 12.22 METERS (40.09
 CK3177'FEET) NORTH-NORTHWEST OF THE EAST CORNER OF THE EASTERN MOST BUILDING
 CK3177'OF THE LADSON BUSINESS PARK, 17.0 METERS (55.77 FEET) WEST OF A POWER
 CK3177'POLE NEAR A CHAIN LINK FENCE, 12.8 METERS (41.99 FEET) SOUTHEAST OF
 CK3177'POWER POLE NUMBER 0298363 SERVICING THE BUSINESS PARK, 2.7 METERS
 CK3177'(8.86 FEET) EAST-NORTHEAST OF THE NORTH CORNER OF TH THE EASTERN MOST
 CK3177'BUILDING OF THE LADSON BUSINESS PARK.
 CK3177'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 78.
 CK3177
 CK3177                          STATION RECOVERY (1991)
 CK3177
 CK3177'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK3177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1579 ***********************************************************************
 DE1579  DESIGNATION -  10 347
 DE1579  PID         -  DE1579
 DE1579  STATE/COUNTY-  SC/CHARLESTON
 DE1579  USGS QUAD   -  SUMMERVILLE (1990)
 DE1579
 DE1579                         *CURRENT SURVEY CONTROL
 DE1579  ___________________________________________________________________
 DE1579* NAD 83(1986)-  33 00 48.     (N)    080 08 12.     (W)     SCALED    
 DE1579* NAVD 88     -        19.691  (meters)      64.60   (feet)  ADJUSTED  
 DE1579  ___________________________________________________________________
 DE1579  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DE1579  DYNAMIC HT  -          19.670 (meters)      64.53  (feet)  COMP
 DE1579  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 DE1579
 DE1579  VERT ORDER  -  FIRST     CLASS II
 DE1579
 DE1579.The horizontal coordinates were scaled from a topographic map and have
 DE1579.an estimated accuracy of +/- 6 seconds.
 DE1579
 DE1579.The orthometric height was determined by differential leveling
 DE1579.and adjusted by the National Geodetic Survey in June 1991..
 DE1579
 DE1579.The geoid height was determined by GEOID03.
 DE1579
 DE1579.The dynamic height is computed by dividing the NAVD 88
 DE1579.geopotential number by the normal gravity value computed on the
 DE1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1579.degrees latitude (g = 980.6199 gals.).
 DE1579
 DE1579.The modeled gravity was interpolated from observed gravity values.
 DE1579
 DE1579;                    North         East    Units  Estimated Accuracy
 DE1579;SPC SC       -   131,200.      690,260.      MT  (+/- 180 meters Scaled)
 DE1579
 DE1579                          SUPERSEDED SURVEY CONTROL
 DE1579
 DE1579  NGVD 29 (03/21/89)   19.985  (m)           65.57   (f) ADJUSTED    1 2
 DE1579
 DE1579.Superseded values are not recommended for survey control.
 DE1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1579.See file dsdata.txt to determine how the superseded data were derived.
 DE1579
 DE1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS806530(NAD 83)
 DE1579_MARKER: DB = BENCH MARK DISK
 DE1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1579_SP_SET: CONCRETE POST
 DE1579_STAMPING: VERT 10 347 1985
 DE1579_MARK LOGO: SCGS  
 DE1579_PROJECTION: FLUSH
 DE1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1579
 DE1579  HISTORY     - Date     Condition        Report By
 DE1579  HISTORY     - 1985     MONUMENTED       SCGS
 DE1579  HISTORY     - 19910601 GOOD             USPSQD
 DE1579
 DE1579                          STATION DESCRIPTION
 DE1579
 DE1579'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1579'4.6 KM (2.85 MI) NW FROM LADSON.
 DE1579'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG COUNTY ROAD S-10-76 (LADSON
 DE1579'ROAD) FROM THE LADSON POST OFFICE, THENCE 4.6 KILOMETERS (2.85 MILES)
 DE1579'NORTHWEST ALONG U.S. HIGHWAY 78, SET NEAR A POWER POLE ON THE EAST
 DE1579'SIDE OF THE FIRST CHURCH OF GOD, 30.9 METERS (101.38 FEET) SOUTHWEST
 DE1579'OF THE CENTERLINE OF U.S. HIGHWAY 78, 20.4 METERS (66.93 FEET)
 DE1579'EAST-NORTHEAST OF THE SOUTH CORNER OF THE CHURCH, 16.2 METERS (53.15
 DE1579'FEET) SOUTH-SOUTHEAST OF THE EAST CORNER OF THE CHURCH, 6.6 METERS
 DE1579'(21.65 FEET) NORTH-NORTHEAST OF A LONE 70-INCH PINE TREE, 0.92 METER
 DE1579'(3.02 FEET) WEST-NORTHWEST OF THE POWER POLE.
 DE1579'THE MARK IS 0.90 METERS  WNW FROM A WITNESS POST.
 DE1579'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 DE1579
 DE1579                          STATION RECOVERY (1991)
 DE1579
 DE1579'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DE1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2403 ***********************************************************************
 DD2403  DESIGNATION -  10 348
 DD2403  PID         -  DD2403
 DD2403  STATE/COUNTY-  SC/CHARLESTON
 DD2403  USGS QUAD   -  SANTEE (1973)
 DD2403
 DD2403                         *CURRENT SURVEY CONTROL
 DD2403  ___________________________________________________________________
 DD2403* NAD 83(1986)-  33 09 57.     (N)    079 24 46.     (W)     SCALED    
 DD2403* NAVD 88     -         8.106  (meters)      26.59   (feet)  ADJUSTED  
 DD2403  ___________________________________________________________________
 DD2403  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DD2403  DYNAMIC HT  -           8.098 (meters)      26.57  (feet)  COMP
 DD2403  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 DD2403
 DD2403  VERT ORDER  -  FIRST     CLASS II
 DD2403
 DD2403.The horizontal coordinates were scaled from a topographic map and have
 DD2403.an estimated accuracy of +/- 6 seconds.
 DD2403
 DD2403.The orthometric height was determined by differential leveling
 DD2403.and adjusted by the National Geodetic Survey in June 1991..
 DD2403
 DD2403.The geoid height was determined by GEOID03.
 DD2403
 DD2403.The dynamic height is computed by dividing the NAVD 88
 DD2403.geopotential number by the normal gravity value computed on the
 DD2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2403.degrees latitude (g = 980.6199 gals.).
 DD2403
 DD2403.The modeled gravity was interpolated from observed gravity values.
 DD2403
 DD2403;                    North         East    Units  Estimated Accuracy
 DD2403;SPC SC       -   148,910.      757,620.      MT  (+/- 180 meters Scaled)
 DD2403
 DD2403                          SUPERSEDED SURVEY CONTROL
 DD2403
 DD2403  NGVD 29 (03/21/89)    8.409  (m)           27.59   (f) ADJUSTED    1 2
 DD2403
 DD2403.Superseded values are not recommended for survey control.
 DD2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2403.See file dsdata.txt to determine how the superseded data were derived.
 DD2403
 DD2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS480707(NAD 83)
 DD2403_MARKER: DD = SURVEY DISK
 DD2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2403_SP_SET: CONCRETE POST
 DD2403_STAMPING: VERT 10 348 1987
 DD2403_MARK LOGO: SCGS  
 DD2403_PROJECTION: FLUSH
 DD2403_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2403+STABILITY: SURFACE MOTION
 DD2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2403+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1997
 DD2403
 DD2403  HISTORY     - Date     Condition        Report By
 DD2403  HISTORY     - 1987     MONUMENTED       SCGS
 DD2403  HISTORY     - 19970619 GOOD             USPSQD
 DD2403  HISTORY     - 19971007 GOOD             SCGS
 DD2403
 DD2403                          STATION DESCRIPTION
 DD2403
 DD2403'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2403'25.7 KM (16.0 MI) SSW FROM GEORGETOWN.
 DD2403'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2403'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2403'STREET) IN GEORGETOWN, THENCE 0.95 KM (0.6 MI) SOUTH-SOUTHEAST ALONG
 DD2403'STATE ROAD 857 (SOUTH SANTEE ROAD), SET NEAR A POWER POLE IN THE
 DD2403'NORTH-NORTHEAST ANGLE OF A SAND ROAD (WEDGE PLANTATION ROAD, SOUTH
 DD2403'ENTRANCE), 9.0 METERS (29.5 FT) EAST OF THE CENTER OF THE ROAD, 4.55
 DD2403'METERS (14.9 FT) WEST-NORTHWEST OF THE CENTER OF THE SAND ROAD, 2.37
 DD2403'METERS (7.8 FT) SOUTH OF THE POWER POLE, 14.02 METERS (46.0 FT)
 DD2403'SOUTH-SOUTHWEST OF A LONE WATER OAK TREE.
 DD2403'THE MARK IS 2.37 METERS  S FROM  A WITNESS POST
 DD2403'THE MARK IS 0.3 M ABOVE THE STATE ROAD.
 DD2403
 DD2403                          STATION RECOVERY (1997)
 DD2403
 DD2403'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD2403'RECOVERED IN GOOD CONDITION.
 DD2403
 DD2403                          STATION RECOVERY (1997)
 DD2403
 DD2403'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD2403'STATION IS LOCATED 6.0 MILES NORTH NORTHEAST OF MCCLELLANVILLE, 40.3
 DD2403'MILES NORTHEAST OF
 DD2403'CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DD2403'191, COLUMBIA,
 DD2403'SC 29202, PHONE 803-737-1350.
 DD2403'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD2403'HIGHWAY 45, 1.0
 DD2403'MILE NORTHWEST OF MCCLELLANVILLE, GO NORTHEAST ON HIGHWAY 17 FOR 6.65
 DD2403'MILES
 DD2403'TO THE JUNCTION OF STATE ROAD 857 (SOUTH SANTEE ROAD), TURN RIGHT ON
 DD2403'ROAD 857 FOR 0.6
 DD2403'MILE TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE NORTH
 DD2403'NORTHEAST ANGLE OF A
 DD2403'REVERSE GRASSY ROAD FORK LEFT (WEDGE PLANTATION ROAD).
 DD2403'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FOOT ABOVE
 DD2403'ROAD 857, 29.5
 DD2403'FEET EAST OF THE CENTER OF ROAD 857, 5.5 FEET SOUTH SOUTHEAST OF THE
 DD2403'POWER POLE
 DD2403'WITH A SCGS REFERENCE WASHER ATTACHED, 16.0 FEET WEST OF THE CENTER OF
 DD2403'THE GRASSY
 DD2403'ROAD, 29.7 FEET NORTH NORTHEAST OF THE NORTH END OF A 1.2-FOOT
 DD2403'CONCRETE PIPE
 DD2403'CULVERT BENEATH THE GRASSY ROAD, 5.9 FEET SOUTH SOUTHEAST OF A WITNESS
 DD2403'POST.
 DD2403'RECOVERED BY R.W. ROBERTS.
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403' 
 DD2403'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2407 ***********************************************************************
 DD2407  DESIGNATION -  10 349
 DD2407  PID         -  DD2407
 DD2407  STATE/COUNTY-  SC/CHARLESTON
 DD2407  USGS QUAD   -  SANTEE (1973)
 DD2407
 DD2407                         *CURRENT SURVEY CONTROL
 DD2407  ___________________________________________________________________
 DD2407* NAD 83(1986)-  33 09 31.     (N)    079 24 43.     (W)     SCALED    
 DD2407* NAVD 88     -         6.932  (meters)      22.74   (feet)  ADJUSTED  
 DD2407  ___________________________________________________________________
 DD2407  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DD2407  DYNAMIC HT  -           6.925 (meters)      22.72  (feet)  COMP
 DD2407  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 DD2407
 DD2407  VERT ORDER  -  FIRST     CLASS II
 DD2407
 DD2407.The horizontal coordinates were scaled from a topographic map and have
 DD2407.an estimated accuracy of +/- 6 seconds.
 DD2407
 DD2407.The orthometric height was determined by differential leveling
 DD2407.and adjusted by the National Geodetic Survey in June 1991..
 DD2407
 DD2407.The geoid height was determined by GEOID03.
 DD2407
 DD2407.The dynamic height is computed by dividing the NAVD 88
 DD2407.geopotential number by the normal gravity value computed on the
 DD2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2407.degrees latitude (g = 980.6199 gals.).
 DD2407
 DD2407.The modeled gravity was interpolated from observed gravity values.
 DD2407
 DD2407;                    North         East    Units  Estimated Accuracy
 DD2407;SPC SC       -   148,110.      757,710.      MT  (+/- 180 meters Scaled)
 DD2407
 DD2407                          SUPERSEDED SURVEY CONTROL
 DD2407
 DD2407  NGVD 29 (03/21/89)    7.235  (m)           23.74   (f) ADJUSTED    1 2
 DD2407
 DD2407.Superseded values are not recommended for survey control.
 DD2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2407.See file dsdata.txt to determine how the superseded data were derived.
 DD2407
 DD2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS480699(NAD 83)
 DD2407_MARKER: DD = SURVEY DISK
 DD2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2407_SP_SET: CONCRETE POST
 DD2407_STAMPING: VERT 10 349 1987
 DD2407_MARK LOGO: SCGS  
 DD2407_PROJECTION: FLUSH
 DD2407_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2407+STABILITY: SURFACE MOTION
 DD2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2407+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1997
 DD2407
 DD2407  HISTORY     - Date     Condition        Report By
 DD2407  HISTORY     - 1987     MONUMENTED       SCGS
 DD2407  HISTORY     - 19970619 GOOD             USPSQD
 DD2407  HISTORY     - 19971007 GOOD             SCGS
 DD2407
 DD2407                          STATION DESCRIPTION
 DD2407
 DD2407'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2407'26.6 KM (16.5 MI) SSW FROM GEORGETOWN.
 DD2407'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2407'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2407'STREET) IN GEORGETOWN, THENCE 1.75 KM (1.1 MI) SOUTH-SOUTHEAST ALONG
 DD2407'STATE ROAD 857 (SOUTH SANTEE ROAD), SET NEAR A SECURITY LIGHT POLE IN
 DD2407'THE YARD OF A BRICK HOUSE WITH A WOODEN ADDITION, 11.45 METERS (37.6
 DD2407'FT) WEST OF THE CENTER OF THE ROAD, 14.68 METERS (48.2 FT) NORTHEAST
 DD2407'OF THE NORTHEAST CORNER OF THE HOUSE (WOODEN ADDITION), 10.05 METERS
 DD2407'(33.0 FT) NORTH OF THE NORTH EDGE OF A CONCRETE DRIVEWAY TO HOUSE,
 DD2407'3.3 METERS (10.8 FT) SOUTHWEST OF THE POLE.
 DD2407'THE MARK IS 3.37 METERS  SW FROM  A WITNESS POST
 DD2407'THE MARK IS 0.3 M BELOW THE ROAD.
 DD2407
 DD2407                          STATION RECOVERY (1997)
 DD2407
 DD2407'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD2407'RECOVERED IN GOOD CONDITION.
 DD2407
 DD2407                          STATION RECOVERY (1997)
 DD2407
 DD2407'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD2407'STATION IS LOCATED 5.6 MILES NORTH NORTHEAST OF MCCLELLANVILLE, 40.1
 DD2407'MILES NORTHEAST OF
 DD2407'CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DD2407'191, COLUMBIA,
 DD2407'SC 29202, PHONE 803-737-1350.
 DD2407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD2407'HIGHWAY 45, 1.0
 DD2407'MILE NORTHWEST OF MCCLELLANVILLE, GO NORTHEAST ON HIGHWAY 17 FOR 6.65
 DD2407'MILES
 DD2407'TO THE JUNCTION OF STATE ROAD 857 (SOUTH SANTEE ROAD), TURN RIGHT ON
 DD2407'ROAD 857 FOR 1.1
 DD2407'MILES TO THE STATION ON THE RIGHT IN THE FRONT YARD OF A BRICK HOUSE
 DD2407'WITH A VINYL-SIDED
 DD2407'ADDITION NUMBER 841.
 DD2407'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 DD2407'THE ROAD, 38.0
 DD2407'FEET WEST OF THE CENTER OF THE ROAD, 10.6 FEET EAST OF A SECURITY
 DD2407'LIGHT POLE, 48.0 FEET
 DD2407'NORTHEAST OF THE NORTHEAST CORNER OF THE VINYL-SIDED ADDITION TO THE
 DD2407'HOUSE, 34.0
 DD2407'FEET NORTH OF THE NORTH EDGE OF A CONCRETE DRIVEWAY, 10.9 FEET
 DD2407'SOUTHWEST OF A
 DD2407'WITNESS POST.
 DD2407'RECOVERED BY R.W. ROBERTS.
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407' 
 DD2407'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2408 ***********************************************************************
 DD2408  DESIGNATION -  10 350
 DD2408  PID         -  DD2408
 DD2408  STATE/COUNTY-  SC/CHARLESTON
 DD2408  USGS QUAD   -  SANTEE (1973)
 DD2408
 DD2408                         *CURRENT SURVEY CONTROL
 DD2408  ___________________________________________________________________
 DD2408* NAD 83(1986)-  33 08 55.     (N)    079 24 08.     (W)     SCALED    
 DD2408* NAVD 88     -         6.103  (meters)      20.02   (feet)  ADJUSTED  
 DD2408  ___________________________________________________________________
 DD2408  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DD2408  DYNAMIC HT  -           6.096 (meters)      20.00  (feet)  COMP
 DD2408  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 DD2408
 DD2408  VERT ORDER  -  FIRST     CLASS II
 DD2408
 DD2408.The horizontal coordinates were scaled from a topographic map and have
 DD2408.an estimated accuracy of +/- 6 seconds.
 DD2408
 DD2408.The orthometric height was determined by differential leveling
 DD2408.and adjusted by the National Geodetic Survey in June 1991..
 DD2408
 DD2408.The geoid height was determined by GEOID03.
 DD2408
 DD2408.The dynamic height is computed by dividing the NAVD 88
 DD2408.geopotential number by the normal gravity value computed on the
 DD2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2408.degrees latitude (g = 980.6199 gals.).
 DD2408
 DD2408.The modeled gravity was interpolated from observed gravity values.
 DD2408
 DD2408;                    North         East    Units  Estimated Accuracy
 DD2408;SPC SC       -   147,010.      758,640.      MT  (+/- 180 meters Scaled)
 DD2408
 DD2408                          SUPERSEDED SURVEY CONTROL
 DD2408
 DD2408  NGVD 29 (03/21/89)    6.405  (m)           21.01   (f) ADJUSTED    1 2
 DD2408
 DD2408.Superseded values are not recommended for survey control.
 DD2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2408.See file dsdata.txt to determine how the superseded data were derived.
 DD2408
 DD2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS490688(NAD 83)
 DD2408_MARKER: DD = SURVEY DISK
 DD2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2408_SP_SET: CONCRETE POST
 DD2408_STAMPING: VERT 10 350 1987
 DD2408_MARK LOGO: SCGS  
 DD2408_PROJECTION: FLUSH
 DD2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2408+STABILITY: SURFACE MOTION
 DD2408
 DD2408  HISTORY     - Date     Condition        Report By
 DD2408  HISTORY     - 1987     MONUMENTED       SCGS
 DD2408  HISTORY     - 19970619 GOOD             USPSQD
 DD2408
 DD2408                          STATION DESCRIPTION
 DD2408
 DD2408'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2408'27.0 KM (16.8 MI) SSW FROM GEORGETOWN.
 DD2408'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2408'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2408'STREET) IN GEORGETOWN, THENCE 2.4 KM (1.5 MI) SOUTH-SOUTHEAST ALONG
 DD2408'STATE ROAD 857 (SOUTH SANTEE ROAD) TO THE ENTRANCE TO SANTEE COASTAL
 DD2408'RESERVE, THENCE 0.9 KM (0.55 MI) SOUTHEAST ALONG THE ENTRANCE ROAD
 DD2408'(SANTEE GUN CLUB ROAD), SET IN FRONT OF A BRICK SIGN (SANTEE COASTAL
 DD2408'RESERVE/SOUTH CAROLINA WILDLIFE AND MARINE RESEOURCES DEPARTMENT),
 DD2408'8.45 METERS (27.7 FT) NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 2.11
 DD2408'METERS (6.9 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE SIGN,
 DD2408'2.16 METERS (7.1 FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DD2408'SIGN, 19.3 METERS (63.3 FT) SOUTHEAST OF A BLAZED PINE TREE.
 DD2408'THE MARK IS 2.32 METERS  WNW FROM  A WITNESS POST
 DD2408'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2408
 DD2408                          STATION RECOVERY (1997)
 DD2408
 DD2408'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD2408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2409 ***********************************************************************
 DD2409  DESIGNATION -  10 351
 DD2409  PID         -  DD2409
 DD2409  STATE/COUNTY-  SC/CHARLESTON
 DD2409  USGS QUAD   -  SANTEE (1973)
 DD2409
 DD2409                         *CURRENT SURVEY CONTROL
 DD2409  ___________________________________________________________________
 DD2409* NAD 83(1986)-  33 09 03.     (N)    079 22 58.     (W)     SCALED    
 DD2409* NAVD 88     -         4.447  (meters)      14.59   (feet)  ADJUSTED  
 DD2409  ___________________________________________________________________
 DD2409  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DD2409  DYNAMIC HT  -           4.442 (meters)      14.57  (feet)  COMP
 DD2409  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 DD2409
 DD2409  VERT ORDER  -  FIRST     CLASS II
 DD2409
 DD2409.The horizontal coordinates were scaled from a topographic map and have
 DD2409.an estimated accuracy of +/- 6 seconds.
 DD2409
 DD2409.The orthometric height was determined by differential leveling
 DD2409.and adjusted by the National Geodetic Survey in June 1991..
 DD2409
 DD2409.The geoid height was determined by GEOID03.
 DD2409
 DD2409.The dynamic height is computed by dividing the NAVD 88
 DD2409.geopotential number by the normal gravity value computed on the
 DD2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2409.degrees latitude (g = 980.6199 gals.).
 DD2409
 DD2409.The modeled gravity was interpolated from observed gravity values.
 DD2409
 DD2409;                    North         East    Units  Estimated Accuracy
 DD2409;SPC SC       -   147,290.      760,450.      MT  (+/- 180 meters Scaled)
 DD2409
 DD2409                          SUPERSEDED SURVEY CONTROL
 DD2409
 DD2409  NGVD 29 (03/21/89)    4.750  (m)           15.58   (f) ADJUSTED    1 2
 DD2409
 DD2409.Superseded values are not recommended for survey control.
 DD2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2409.See file dsdata.txt to determine how the superseded data were derived.
 DD2409
 DD2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS508691(NAD 83)
 DD2409_MARKER: DD = SURVEY DISK
 DD2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2409_SP_SET: CONCRETE POST
 DD2409_STAMPING: VERT 10 351 1987
 DD2409_MARK LOGO: SCGS  
 DD2409_PROJECTION: PROJECTING 7 CENTIMETERS
 DD2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2409+STABILITY: SURFACE MOTION
 DD2409
 DD2409  HISTORY     - Date     Condition        Report By
 DD2409  HISTORY     - 1987     MONUMENTED       SCGS
 DD2409  HISTORY     - 19970619 GOOD             USPSQD
 DD2409
 DD2409                          STATION DESCRIPTION
 DD2409
 DD2409'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2409'26.1 KM (16.2 MI) SSW FROM GEORGETOWN.
 DD2409'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2409'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2409'STREET) IN GEORGETOWN, THENCE 2.4 KM (1.5 MI) SOUTH-SOUTHEAST ALONG
 DD2409'STATE ROAD 857 (SOUTH SANTEE ROAD) TO THE ENTRANCE TO SANTEE COASTAL
 DD2409'RESERVE, THENCE 2.8 KM (1.75 MI) SOUTHEAST AND EASTERLY ALONG THE
 DD2409'ENTRANCE ROAD (SANTEE GUN CLUB ROAD), SET NEAR A BLAZED TREE IN THE
 DD2409'VEE OF A REVERSE FORK (FORK IS MARKED AS A NATURE TRAIL), 8.1 METERS
 DD2409'(26.6 FT) NORTH OF THE CENTER OF THE ROAD, 7.2 METERS (23.6 FT)
 DD2409'SOUTH-SOUTHWEST OF THE CENTER OF THE TRAIL, 1.95 METERS (6.4 FT)
 DD2409'SOUTH-SOUTHWEST OF THE TREE.
 DD2409'THE MARK IS 0.79 METERS  E FROM  A WITNESS POST
 DD2409'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2409
 DD2409                          STATION RECOVERY (1997)
 DD2409
 DD2409'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD2409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2415 ***********************************************************************
 DD2415  DESIGNATION -  10 352
 DD2415  PID         -  DD2415
 DD2415  STATE/COUNTY-  SC/CHARLESTON
 DD2415  USGS QUAD   -  MINIM ISLAND (1973)
 DD2415
 DD2415                         *CURRENT SURVEY CONTROL
 DD2415  ___________________________________________________________________
 DD2415* NAD 83(1986)-  33 09 01.     (N)    079 21 24.     (W)     SCALED    
 DD2415* NAVD 88     -         1.248  (meters)       4.09   (feet)  ADJUSTED  
 DD2415  ___________________________________________________________________
 DD2415  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DD2415  DYNAMIC HT  -           1.246 (meters)       4.09  (feet)  COMP
 DD2415  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 DD2415
 DD2415  VERT ORDER  -  FIRST     CLASS II
 DD2415
 DD2415.The horizontal coordinates were scaled from a topographic map and have
 DD2415.an estimated accuracy of +/- 6 seconds.
 DD2415
 DD2415.The orthometric height was determined by differential leveling
 DD2415.and adjusted by the National Geodetic Survey in June 1991..
 DD2415
 DD2415.The geoid height was determined by GEOID03.
 DD2415
 DD2415.The dynamic height is computed by dividing the NAVD 88
 DD2415.geopotential number by the normal gravity value computed on the
 DD2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2415.degrees latitude (g = 980.6199 gals.).
 DD2415
 DD2415.The modeled gravity was interpolated from observed gravity values.
 DD2415
 DD2415;                    North         East    Units  Estimated Accuracy
 DD2415;SPC SC       -   147,270.      762,880.      MT  (+/- 180 meters Scaled)
 DD2415
 DD2415                          SUPERSEDED SURVEY CONTROL
 DD2415
 DD2415  NGVD 29 (03/21/89)    1.550  (m)            5.09   (f) ADJUSTED    1 2
 DD2415
 DD2415.Superseded values are not recommended for survey control.
 DD2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2415.See file dsdata.txt to determine how the superseded data were derived.
 DD2415
 DD2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS532691(NAD 83)
 DD2415_MARKER: DD = SURVEY DISK
 DD2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2415_SP_SET: CONCRETE POST
 DD2415_STAMPING: VERT 10 352 1987
 DD2415_MARK LOGO: SCGS  
 DD2415_PROJECTION: PROJECTING 7 CENTIMETERS
 DD2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2415+STABILITY: SURFACE MOTION
 DD2415
 DD2415  HISTORY     - Date     Condition        Report By
 DD2415  HISTORY     - 1987     MONUMENTED       SCGS
 DD2415  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 DD2415
 DD2415                          STATION DESCRIPTION
 DD2415
 DD2415'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2415'25.6 KM (15.9 MI) SSW FROM GEORGETOWN.
 DD2415'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2415'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2415'STREET) IN GEORGETOWN, THENCE 2.4 KM (1.5 MI) SOUTH-SOUTHEAST ALONG
 DD2415'STATE ROAD 857 (SOUTH SANTEE ROAD) TO THE ENTRANCE TO THE SANTEE
 DD2415'COASTAL RESERVE, THENCE 4.35 KM (2.7 MI) SOUTHEAST AND EASTERLY ALONG
 DD2415'THE ENTRANCE ROAD (SANTEE GUN CLUB ROAD) TO A V-JUNCTION (SAND ROAD
 DD2415'LEADING TO THE BIG GAME CHECK STATION), CONTINUE 1.2 KM (0.75 MI)
 DD2415'SOUTHEAST ALONG THE MAIN ROAD TO A MAINTENANCE GARAGE, CONTINUE 0.5
 DD2415'KM (0.3 MI) SOUTHEASTERLY ALONG A GRASS ROAD (LEADS TO ABANDONED RICE
 DD2415'FIELDS), SET NEAR A TRIPLE-TRUNKED OAK TREE IN THE SOUTH CORNER OF A
 DD2415'PARKING AREA AT THE JUNCTION OF A SAND ROAD, 7.4 METERS (24.3 FT)
 DD2415'SOUTHWEST OF THE SOUTH CORNER OF A WOODEN BRIDGE, 5.6 METERS (18.3
 DD2415'FT) NORTHEAST OF THE CENTER OF THE MAIN ROAD, 4.5 METERS (14.7 FT)
 DD2415'SOUTHEAST OF THE APPROXIMATE SOUTHEAST EDGE OF THE PARKING AREA, 3.6
 DD2415'METERS (11.8 FT) EAST-SOUTHEAST OF THE TREE.
 DD2415'THE MARK IS 0.45 METERS  WNW FROM  A WITNESS POST
 DD2415'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2415
 DD2415                          STATION RECOVERY (1997)
 DD2415
 DD2415'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD2415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2416 ***********************************************************************
 DD2416  DESIGNATION -  10 353
 DD2416  PID         -  DD2416
 DD2416  STATE/COUNTY-  SC/CHARLESTON
 DD2416  USGS QUAD   -  MINIM ISLAND (1973)
 DD2416
 DD2416                         *CURRENT SURVEY CONTROL
 DD2416  ___________________________________________________________________
 DD2416* NAD 83(1986)-  33 08 30.     (N)    079 21 10.     (W)     SCALED    
 DD2416* NAVD 88     -         1.212  (meters)       3.98   (feet)  ADJUSTED  
 DD2416  ___________________________________________________________________
 DD2416  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DD2416  DYNAMIC HT  -           1.211 (meters)       3.97  (feet)  COMP
 DD2416  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DD2416
 DD2416  VERT ORDER  -  FIRST     CLASS II
 DD2416
 DD2416.The horizontal coordinates were scaled from a topographic map and have
 DD2416.an estimated accuracy of +/- 6 seconds.
 DD2416
 DD2416.The orthometric height was determined by differential leveling
 DD2416.and adjusted by the National Geodetic Survey in June 1991..
 DD2416
 DD2416.The geoid height was determined by GEOID03.
 DD2416
 DD2416.The dynamic height is computed by dividing the NAVD 88
 DD2416.geopotential number by the normal gravity value computed on the
 DD2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2416.degrees latitude (g = 980.6199 gals.).
 DD2416
 DD2416.The modeled gravity was interpolated from observed gravity values.
 DD2416
 DD2416;                    North         East    Units  Estimated Accuracy
 DD2416;SPC SC       -   146,320.      763,260.      MT  (+/- 180 meters Scaled)
 DD2416
 DD2416                          SUPERSEDED SURVEY CONTROL
 DD2416
 DD2416  NGVD 29 (03/21/89)    1.515  (m)            4.97   (f) ADJUSTED    1 2
 DD2416
 DD2416.Superseded values are not recommended for survey control.
 DD2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2416.See file dsdata.txt to determine how the superseded data were derived.
 DD2416
 DD2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS536682(NAD 83)
 DD2416_MARKER: DD = SURVEY DISK
 DD2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2416_SP_SET: CONCRETE POST
 DD2416_STAMPING: VERT 10 353 1987
 DD2416_MARK LOGO: SCGS  
 DD2416_PROJECTION: PROJECTING 7 CENTIMETERS
 DD2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2416+STABILITY: SURFACE MOTION
 DD2416
 DD2416  HISTORY     - Date     Condition        Report By
 DD2416  HISTORY     - 1987     MONUMENTED       SCGS
 DD2416  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 DD2416
 DD2416                          STATION DESCRIPTION
 DD2416
 DD2416'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2416'26.4 KM (16.4 MI) SSW FROM GEORGETOWN.
 DD2416'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2416'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2416'STREET) IN GEORGETOWN, THENCE 2.4 KM (1.5 MI) SOUTH-SOUTHEAST ALONG
 DD2416'STATE ROAD 857 (SOUTH SANTEE ROAD) TO THE ENTRANCE TO THE SANTEE
 DD2416'COASTAL RESERVE, THENCE 4.35 KM (2.7 MI) SOUTHEAST AND EASTERLY ALONG
 DD2416'THE ENTRANCE ROAD (SANTEE GUN CLUB ROAD) TO A V-JUNCTION (SAND ROAD
 DD2416'LEADING TO THE BIG GAME CHECK STATION), CONTINUE 1.2 KM (0.75 MI)
 DD2416'SOUTHEAST ALONG THE MAIN ROAD TO A MAINTENANCE GARAGE, CONTINUE 1.45
 DD2416'KM (0.9 MI) SOUTHEASTERLY ALONG A GRASS ROAD (LEADING TO ABANDONED
 DD2416'RICE FIELDS), SET NEAR A LIVE OAK TREE AND IN LINE WITH THE CENTER OF
 DD2416'A GRASSY ROAD (CENTER OF A DIKE ON THE EAST SIDE OF THE ROAD) AT AN
 DD2416'AREA FOR PARKING, 10.4 METERS (34.1 FT) NORTH-NORTHEAST OF A 18-INCH
 DD2416'PINE TREE, 25.3 METERS (83.0 FT) EAST OF THE CENTER OF THE ROAD, 3.0
 DD2416'METERS (9.8 FT) WEST-NORTHWEST OF THE TREE, 9.3 METERS (30.5 FT)
 DD2416'EAST-SOUTHEAST OF THE NORTHERLY ONE OF TWO Y-SHAPED OAK TREES.
 DD2416'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 DD2416'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2416
 DD2416                          STATION RECOVERY (1997)
 DD2416
 DD2416'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD2416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2417 ***********************************************************************
 DD2417  DESIGNATION -  10 354
 DD2417  PID         -  DD2417
 DD2417  STATE/COUNTY-  SC/CHARLESTON
 DD2417  USGS QUAD   -  MINIM ISLAND (1973)
 DD2417
 DD2417                         *CURRENT SURVEY CONTROL
 DD2417  ___________________________________________________________________
 DD2417* NAD 83(1986)-  33 07 54.     (N)    079 20 04.     (W)     SCALED    
 DD2417* NAVD 88     -         2.223  (meters)       7.29   (feet)  ADJUSTED  
 DD2417  ___________________________________________________________________
 DD2417  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DD2417  DYNAMIC HT  -           2.221 (meters)       7.29  (feet)  COMP
 DD2417  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DD2417
 DD2417  VERT ORDER  -  FIRST     CLASS II
 DD2417
 DD2417.The horizontal coordinates were scaled from a topographic map and have
 DD2417.an estimated accuracy of +/- 6 seconds.
 DD2417
 DD2417.The orthometric height was determined by differential leveling
 DD2417.and adjusted by the National Geodetic Survey in June 1991..
 DD2417
 DD2417.The geoid height was determined by GEOID03.
 DD2417
 DD2417.The dynamic height is computed by dividing the NAVD 88
 DD2417.geopotential number by the normal gravity value computed on the
 DD2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2417.degrees latitude (g = 980.6199 gals.).
 DD2417
 DD2417.The modeled gravity was interpolated from observed gravity values.
 DD2417
 DD2417;                    North         East    Units  Estimated Accuracy
 DD2417;SPC SC       -   145,240.      764,990.      MT  (+/- 180 meters Scaled)
 DD2417
 DD2417                          SUPERSEDED SURVEY CONTROL
 DD2417
 DD2417  NGVD 29 (03/21/89)    2.526  (m)            8.29   (f) ADJUSTED    1 2
 DD2417
 DD2417.Superseded values are not recommended for survey control.
 DD2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2417.See file dsdata.txt to determine how the superseded data were derived.
 DD2417
 DD2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS553671(NAD 83)
 DD2417_MARKER: DD = SURVEY DISK
 DD2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2417_SP_SET: CONCRETE POST
 DD2417_STAMPING: VERT 10 354 1987
 DD2417_MARK LOGO: SCGS  
 DD2417_PROJECTION: PROJECTING 7 CENTIMETERS
 DD2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2417+STABILITY: SURFACE MOTION
 DD2417
 DD2417  HISTORY     - Date     Condition        Report By
 DD2417  HISTORY     - 1987     MONUMENTED       SCGS
 DD2417
 DD2417                          STATION DESCRIPTION
 DD2417
 DD2417'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2417'27.0 KM (16.8 MI) SSW FROM GEORGETOWN.
 DD2417'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2417'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2417'STREET) IN GEORGETOWN, THENCE 2.4 KM (1.5 MI) SOUTH-SOUTHEAST ALONG
 DD2417'STATE ROAD 857 (SOUTH SANTEE ROAD) TO THE ENTRANCE TO THE SANTEE
 DD2417'COASTAL RESERVE, THENCE 4.35 KM (2.7 MI) SOUTHEAST AND EASTERLY ALONG
 DD2417'THE ENTRANCE ROAD (SANTEE GUN CLUB ROAD) TO A V-JUNCTION (SAND ROAD
 DD2417'LEADING TO THE BIG GAME CHECK STATION), CONTINUE 1.2 KM (0.75 MI)
 DD2417'SOUTHEAST ALONG THE MAIN ROAD TO A MAINTENANCE GARAGE, CONTINUE 3.7
 DD2417'KM (2.3 MI) SOUTHEASTERLY ALONG A GRASS ROAD (LEADING TO ABANDONED
 DD2417'RICE FIELDS) TO THE INTRACOASTAL WATERWAY, THENCE 0.55 KM (0.35 MI)
 DD2417'NORTHEAST ALONG A SAND ROAD, SET NEAR A BLAZED PINE TREE, 4.6 METERS
 DD2417'(15.1 FT) EAST-SOUTHEAST OF THE CENTER OF THE ROAD, 3.9 METERS (12.8
 DD2417'FT) WEST-SOUTHWEST OF THE TREE, 21.8 METERS (71.5 FT) NORTH OF A
 DD2417'CROOKED Y-SHAPED PINE TREE, 21.25 METERS (69.7 FT) EAST-NORTHEAST OF
 DD2417'A DOUBLE-TRUNKED PINE TREE.
 DD2417'THE MARK IS 0.45 METERS  SW FROM  A WITNESS POST
 DD2417'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1448 ***********************************************************************
 CJ1448  DESIGNATION -  10 356
 CJ1448  PID         -  CJ1448
 CJ1448  STATE/COUNTY-  SC/CHARLESTON
 CJ1448  USGS QUAD   -  CHARLESTON (1983)
 CJ1448
 CJ1448                         *CURRENT SURVEY CONTROL
 CJ1448  ___________________________________________________________________
 CJ1448* NAD 83(1986)-  32 46 32.     (N)    079 56 29.     (W)     SCALED    
 CJ1448* NAVD 88     -         1.304  (meters)       4.28   (feet)  ADJUSTED  
 CJ1448  ___________________________________________________________________
 CJ1448  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 CJ1448  DYNAMIC HT  -           1.303 (meters)       4.27  (feet)  COMP
 CJ1448  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 CJ1448
 CJ1448  VERT ORDER  -  FIRST     CLASS II
 CJ1448
 CJ1448.The horizontal coordinates were scaled from a topographic map and have
 CJ1448.an estimated accuracy of +/- 6 seconds.
 CJ1448
 CJ1448.The orthometric height was determined by differential leveling
 CJ1448.and adjusted by the National Geodetic Survey in August 1994..
 CJ1448
 CJ1448.The geoid height was determined by GEOID03.
 CJ1448
 CJ1448.The dynamic height is computed by dividing the NAVD 88
 CJ1448.geopotential number by the normal gravity value computed on the
 CJ1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1448.degrees latitude (g = 980.6199 gals.).
 CJ1448
 CJ1448.The modeled gravity was interpolated from observed gravity values.
 CJ1448
 CJ1448;                    North         East    Units  Estimated Accuracy
 CJ1448;SPC SC       -   105,000.      708,770.      MT  (+/- 180 meters Scaled)
 CJ1448
 CJ1448                          SUPERSEDED SURVEY CONTROL
 CJ1448
 CJ1448  NGVD 29 (12/05/91)    1.604  (m)            5.26   (f) ADJUSTED    1 2
 CJ1448
 CJ1448.Superseded values are not recommended for survey control.
 CJ1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1448.See file dsdata.txt to determine how the superseded data were derived.
 CJ1448
 CJ1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS991269(NAD 83)
 CJ1448_MARKER: DD = SURVEY DISK
 CJ1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1448_SP_SET: CONCRETE POST
 CJ1448_STAMPING: 10 356 1991
 CJ1448_MARK LOGO: SCGS  
 CJ1448_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1448+STABILITY: SURFACE MOTION
 CJ1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ1448+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 CJ1448
 CJ1448  HISTORY     - Date     Condition        Report By
 CJ1448  HISTORY     - 1991     MONUMENTED       SCGS
 CJ1448  HISTORY     - 20050524 GOOD             SCGS
 CJ1448
 CJ1448                          STATION DESCRIPTION
 CJ1448
 CJ1448'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1448'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--CITY RIGHT OF WAY.  TO
 CJ1448'REACH THE STATION FROM THE JUNCTION OF EAST BAY STREET AND CALHOUN
 CJ1448'STREET IN CHARLESTON, GO SOUTH ON EAST BAY STREET FOR 0.85 MILE TO
 CJ1448'THE JUNCTION OF BROAD STREET, TURN RIGHT ON BROAD STREET FOR 0.8 MILE
 CJ1448'TO THE JUNCTION OF ASHLEY AVENUE AND THE STATION IN THE NORTHWEST
 CJ1448'ANGLE IN A GRASSY OPEN AREA.  STATION IS A CONCRETE POST FLUSH WITH
 CJ1448'THE GROUND AND 1.0 FOOT ABOVE BROAD STREET, 35.7 FEET NORTH OF THE
 CJ1448'SOUTH EDGE OF THE NORTH CURB OF BROAD STREET, 59.6 FEET WEST
 CJ1448'SOUTHWEST OF THE EAST EDGE OF THE WEST CURB OF ASHLEY AVENUE, 27.3
 CJ1448'FEET SOUTH OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE SURROUNDING
 CJ1448'A TENNIS COURT, 69.7 FEET WEST NORTHWEST OF A POWER POLE C-44516 WITH
 CJ1448'GUY WIRE.  DESCRIBED BY T. HALL.
 CJ1448
 CJ1448                          STATION RECOVERY (2005)
 CJ1448
 CJ1448'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (CEG)
 CJ1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1449 ***********************************************************************
 CJ1449  DESIGNATION -  10 357
 CJ1449  PID         -  CJ1449
 CJ1449  STATE/COUNTY-  SC/CHARLESTON
 CJ1449  USGS QUAD   -  CHARLESTON (1983)
 CJ1449
 CJ1449                         *CURRENT SURVEY CONTROL
 CJ1449  ___________________________________________________________________
 CJ1449* NAD 83(1986)-  32 47 04.     (N)    079 56 22.     (W)     SCALED    
 CJ1449* NAVD 88     -         3.063  (meters)      10.05   (feet)  ADJUSTED  
 CJ1449  ___________________________________________________________________
 CJ1449  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 CJ1449  DYNAMIC HT  -           3.060 (meters)      10.04  (feet)  COMP
 CJ1449  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CJ1449
 CJ1449  VERT ORDER  -  FIRST     CLASS II
 CJ1449
 CJ1449.The horizontal coordinates were scaled from a topographic map and have
 CJ1449.an estimated accuracy of +/- 6 seconds.
 CJ1449
 CJ1449.The orthometric height was determined by differential leveling
 CJ1449.and adjusted by the National Geodetic Survey in August 1994..
 CJ1449
 CJ1449.The geoid height was determined by GEOID03.
 CJ1449
 CJ1449.The dynamic height is computed by dividing the NAVD 88
 CJ1449.geopotential number by the normal gravity value computed on the
 CJ1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1449.degrees latitude (g = 980.6199 gals.).
 CJ1449
 CJ1449.The modeled gravity was interpolated from observed gravity values.
 CJ1449
 CJ1449;                    North         East    Units  Estimated Accuracy
 CJ1449;SPC SC       -   105,990.      708,940.      MT  (+/- 180 meters Scaled)
 CJ1449
 CJ1449                          SUPERSEDED SURVEY CONTROL
 CJ1449
 CJ1449  NGVD 29 (12/05/91)    3.362  (m)           11.03   (f) ADJUSTED    1 2
 CJ1449
 CJ1449.Superseded values are not recommended for survey control.
 CJ1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1449.See file dsdata.txt to determine how the superseded data were derived.
 CJ1449
 CJ1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS993278(NAD 83)
 CJ1449_MARKER: DD = SURVEY DISK
 CJ1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1449_SP_SET: CONCRETE POST
 CJ1449_STAMPING: 10 357 1991
 CJ1449_MARK LOGO: SCGS  
 CJ1449_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1449+STABILITY: SURFACE MOTION
 CJ1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1449+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1994
 CJ1449
 CJ1449  HISTORY     - Date     Condition        Report By
 CJ1449  HISTORY     - 1991     MONUMENTED       SCGS
 CJ1449  HISTORY     - 19940606 GOOD             SCGS
 CJ1449  HISTORY     - 19960814 GOOD             SCGS
 CJ1449  HISTORY     - 20050524 MARK NOT FOUND   SCGS
 CJ1449
 CJ1449                          STATION DESCRIPTION
 CJ1449
 CJ1449'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1449'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--BISHOP ENGLAND HIGH
 CJ1449'SCHOOL (CATHLIC DIOCESE OF CHARLESTON), 203 CALHOUN STREET,
 CJ1449'CHARLESTON, SC, PHONE 803-723-3637, CONTACT-JACK CONTEY.  TO REACH
 CJ1449'THE STATION FROM THE JUNCTION OF EAST BAY STREET AND CALHOUN STREET
 CJ1449'IN CHARLESTON, GO WEST SOUTHWEST ON CALHOUN STREET FOR 0.6 MILE TO
 CJ1449'THE JUNCTION OF COMING STREET AND THE STATION IN AN OPEN GRASSY AREA
 CJ1449'IN THE SOUTHWEST ANGLE OF THE JUNCTION.  STATION IS A CONCRETE POST
 CJ1449'RECESSED 1-INCH AND 1.0 FOOT ABOVE CALHOUN STREET, 56.9 FEET EAST
 CJ1449'NORTHEAST OF THE EAST WALL OF THE GYM BUILDING OF THE HIGH SCHOOL,
 CJ1449'61.0 FEET EAST OF THE NORTHEAST CORNER OF THE GYM BUILDING, 20.1 FEET
 CJ1449'SOUTH OF THE SOUTH EDGE OF THE SOUTH SIDEWALK ALONG CALHOUN STREET,
 CJ1449'56.8 FEET WEST SOUTHWEST OF THE WEST EDGE OF THE WEST SIDEWALK ALONG
 CJ1449'COMING STREET, 89.4 FEET WEST NORTHWEST OF A 30-INCH LIVE OAK TREE
 CJ1449'WITH A SCGS REFERENCE WASHER ATTACHED, 66.1 FEET WEST SOUTHWEST OF A
 CJ1449'FIRE HYDRANT.  DESCRIBED BY T. HALL.
 CJ1449
 CJ1449                          STATION RECOVERY (1994)
 CJ1449
 CJ1449'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CJ1449'RECOVERED AS DESCRIBED.
 CJ1449
 CJ1449                          STATION RECOVERY (1996)
 CJ1449
 CJ1449'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CJ1449'RECOVERED AS DESCRIBED.
 CJ1449
 CJ1449                          STATION RECOVERY (2005)
 CJ1449
 CJ1449'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (CEG)
 CJ1449'PRESUMED DESTROYED DURING CONSTRUCTION OF A LIBRARY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5088 ***********************************************************************
 AI5088  DESIGNATION -  10 357 RESET
 AI5088  PID         -  AI5088
 AI5088  STATE/COUNTY-  SC/CHARLESTON
 AI5088  USGS QUAD   -  CHARLESTON (1983)
 AI5088
 AI5088                         *CURRENT SURVEY CONTROL
 AI5088  ___________________________________________________________________
 AI5088* NAD 83(1986)-  32 47 07.     (N)    079 56 24.     (W)     SCALED    
 AI5088* NAVD 88     -         2.282  (meters)       7.49   (feet)  ADJUSTED  
 AI5088  ___________________________________________________________________
 AI5088  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 AI5088  DYNAMIC HT  -           2.280 (meters)       7.48  (feet)  COMP
 AI5088  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 AI5088
 AI5088  VERT ORDER  -  FIRST     CLASS II
 AI5088
 AI5088.The horizontal coordinates were scaled from a topographic map and have
 AI5088.an estimated accuracy of +/- 6 seconds.
 AI5088
 AI5088.The orthometric height was determined by differential leveling
 AI5088.and adjusted by the National Geodetic Survey in September 2000..
 AI5088.No vertical observational check was made to the station.
 AI5088
 AI5088.The geoid height was determined by GEOID03.
 AI5088
 AI5088.The dynamic height is computed by dividing the NAVD 88
 AI5088.geopotential number by the normal gravity value computed on the
 AI5088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5088.degrees latitude (g = 980.6199 gals.).
 AI5088
 AI5088.The modeled gravity was interpolated from observed gravity values.
 AI5088
 AI5088;                    North         East    Units  Estimated Accuracy
 AI5088;SPC SC       -   106,080.      708,890.      MT  (+/- 180 meters Scaled)
 AI5088
 AI5088                          SUPERSEDED SURVEY CONTROL
 AI5088
 AI5088.No superseded survey control is available for this station.
 AI5088
 AI5088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS992279(NAD 83)
 AI5088_MARKER: DD = SURVEY DISK
 AI5088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5088_STAMPING: 10 357 RESET 1996
 AI5088_MARK LOGO: SCGS  
 AI5088_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5088+STABILITY: SURFACE MOTION
 AI5088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5088+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 AI5088
 AI5088  HISTORY     - Date     Condition        Report By
 AI5088  HISTORY     - 1996     MONUMENTED       SCGS
 AI5088  HISTORY     - 20050524 GOOD             SCGS
 AI5088
 AI5088                          STATION DESCRIPTION
 AI5088
 AI5088'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5088'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AI5088'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AI5088'TO REACH THE STATION FROM THE JUNCTION OF EAST BAY STREET AND CALHOUN
 AI5088'STREET IN CHARLESTON, GO WEST ON CALHOUN STREET FOR 0.6 MILE (1.0 KM)
 AI5088'TO THE JUNCTION OF COMING STREET, TURN RIGHT ON COMING STREET FOR 0.05
 AI5088'MILE (0.08 KM) TO THE STATION NEAR A POWER POLE IN THE NORTHWEST ANGLE
 AI5088'OF THE JUNCTION OF DUNCAN STREET. STATION IS A CONCRETE POST FLUSH
 AI5088'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROADS, 38.5 FEET
 AI5088'(11.7 M) WEST SOUTHWEST OF THE CENTER OF COMING STREET, 1.3 FEET (0.4
 AI5088'M) NORTH NORTHWEST OF THE NORTH EDGE OF A SIDEWALK FOR DUNCAN STREET,
 AI5088'17.5 FEET (5.3 M) SOUTH SOUTHEAST OF THE CENTER OF DUNCAN STREET, 43.0
 AI5088'FEET (13.1 M) SOUTH OF THE SOUTHEAST CORNER OF A TWO STORY
 AI5088'SHINGLE-SIDED HOUSE, 4.8 FEET (1.5 M) EAST OF A WITNESS POST AT THE
 AI5088'POWER POLE WITH THREE GUY WIRES.
 AI5088
 AI5088                          STATION RECOVERY (2005)
 AI5088
 AI5088'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (CEG)
 AI5088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1450 ***********************************************************************
 CJ1450  DESIGNATION -  10 358
 CJ1450  PID         -  CJ1450
 CJ1450  STATE/COUNTY-  SC/CHARLESTON
 CJ1450  USGS QUAD   -  CHARLESTON (1983)
 CJ1450
 CJ1450                         *CURRENT SURVEY CONTROL
 CJ1450  ___________________________________________________________________
 CJ1450* NAD 83(1986)-  32 46 50.     (N)    079 56 07.     (W)     SCALED    
 CJ1450* NAVD 88     -         2.770  (meters)       9.09   (feet)  ADJUSTED  
 CJ1450  ___________________________________________________________________
 CJ1450  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 CJ1450  DYNAMIC HT  -           2.767 (meters)       9.08  (feet)  COMP
 CJ1450  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 CJ1450
 CJ1450  VERT ORDER  -  FIRST     CLASS II
 CJ1450
 CJ1450.The horizontal coordinates were scaled from a topographic map and have
 CJ1450.an estimated accuracy of +/- 6 seconds.
 CJ1450
 CJ1450.The orthometric height was determined by differential leveling
 CJ1450.and adjusted by the National Geodetic Survey in August 1994..
 CJ1450
 CJ1450.The geoid height was determined by GEOID03.
 CJ1450
 CJ1450.The dynamic height is computed by dividing the NAVD 88
 CJ1450.geopotential number by the normal gravity value computed on the
 CJ1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1450.degrees latitude (g = 980.6199 gals.).
 CJ1450
 CJ1450.The modeled gravity was interpolated from observed gravity values.
 CJ1450
 CJ1450;                    North         East    Units  Estimated Accuracy
 CJ1450;SPC SC       -   105,560.      709,340.      MT  (+/- 180 meters Scaled)
 CJ1450
 CJ1450                          SUPERSEDED SURVEY CONTROL
 CJ1450
 CJ1450  NGVD 29 (12/05/91)    3.069  (m)           10.07   (f) ADJUSTED    1 2
 CJ1450
 CJ1450.Superseded values are not recommended for survey control.
 CJ1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1450.See file dsdata.txt to determine how the superseded data were derived.
 CJ1450
 CJ1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS997274(NAD 83)
 CJ1450_MARKER: DD = SURVEY DISK
 CJ1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1450_SP_SET: CONCRETE POST
 CJ1450_STAMPING: 10 358 1991
 CJ1450_MARK LOGO: SCGS  
 CJ1450_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1450+STABILITY: SURFACE MOTION
 CJ1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1450+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CJ1450
 CJ1450  HISTORY     - Date     Condition        Report By
 CJ1450  HISTORY     - 1991     MONUMENTED       SCGS
 CJ1450  HISTORY     - 20021019 MARK NOT FOUND   USPSQD
 CJ1450  HISTORY     - 20050524 MARK NOT FOUND   SCGS
 CJ1450
 CJ1450                          STATION DESCRIPTION
 CJ1450
 CJ1450'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1450'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CJ1450'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1450'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF EAST BAY
 CJ1450'STREET AND CALHOUN STREET IN CHARLESTON, GO SOUTH ON EAST BAY STREET
 CJ1450'FOR 0.35 MILE TO THE JUNCTION OF A ROAD RIGHT, TURN RIGHT ON THE
 CJ1450'NARROW PAVED ROAD FOR 0.3 MILE TO THE JUNCTION OF KING STREET, TURN
 CJ1450'LEFT ON KING STREET FOR 0.05 MILE (ONE SHORT BLOCK) TO THE JUNCTION
 CJ1450'OF BEAUFAIN STREET, TURN RIGHT ON BEAUFAIN STREET FOR 0.15 MILE TO A
 CJ1450'GRASSY TRAFFIC ISLAND AND THE STATION ON THE LEFT.  STATION IS A
 CJ1450'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE BEAUFAIN
 CJ1450'STREET, 8.2 FEET SOUTH SOUTHEAST OF THE NORTH EDGE OF THE SOUTH CURB
 CJ1450'OF BEAUFAIN STREET, 73.5 FEET EAST NORTHEAST OF A FIRE HYDRANT, 41.6
 CJ1450'FEET SOUTH SOUTHWEST OF A POWER POLE NUMBER 1068/295194, 55.0 FEET
 CJ1450'NORTH OF THE SOUTH EDGE OF THE NORTH CURB OF MARKET STREET, 4.9 FEET
 CJ1450'SOUTHWEST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 CJ1450
 CJ1450                          STATION RECOVERY (2002)
 CJ1450
 CJ1450'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS)
 CJ1450'WITNESS POST ALSO MISSING-NEW CONSTRUCTION FOR PARKING LOT
 CJ1450
 CJ1450                          STATION RECOVERY (2005)
 CJ1450
 CJ1450'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (CEG)
 CJ1450'PRESUMED DESTROYED DURING LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1451 ***********************************************************************
 CJ1451  DESIGNATION -  10 359
 CJ1451  PID         -  CJ1451
 CJ1451  STATE/COUNTY-  SC/CHARLESTON
 CJ1451  USGS QUAD   -  CHARLESTON (1983)
 CJ1451
 CJ1451                         *CURRENT SURVEY CONTROL
 CJ1451  ___________________________________________________________________
 CJ1451* NAD 83(1986)-  32 47 27.     (N)    079 56 59.     (W)     SCALED    
 CJ1451* NAVD 88     -         1.899  (meters)       6.23   (feet)  ADJUSTED  
 CJ1451  ___________________________________________________________________
 CJ1451  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 CJ1451  DYNAMIC HT  -           1.897 (meters)       6.22  (feet)  COMP
 CJ1451  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CJ1451
 CJ1451  VERT ORDER  -  FIRST     CLASS II
 CJ1451
 CJ1451.The horizontal coordinates were scaled from a topographic map and have
 CJ1451.an estimated accuracy of +/- 6 seconds.
 CJ1451
 CJ1451.The orthometric height was determined by differential leveling
 CJ1451.and adjusted by the National Geodetic Survey in October 1997..
 CJ1451
 CJ1451.The geoid height was determined by GEOID03.
 CJ1451
 CJ1451.The dynamic height is computed by dividing the NAVD 88
 CJ1451.geopotential number by the normal gravity value computed on the
 CJ1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1451.degrees latitude (g = 980.6199 gals.).
 CJ1451
 CJ1451.The modeled gravity was interpolated from observed gravity values.
 CJ1451
 CJ1451;                    North         East    Units  Estimated Accuracy
 CJ1451;SPC SC       -   106,690.      707,970.      MT  (+/- 180 meters Scaled)
 CJ1451
 CJ1451                          SUPERSEDED SURVEY CONTROL
 CJ1451
 CJ1451  NAVD 88 (08/30/94)    1.907  (m)            6.26   (f) UNKNOWN     1 2
 CJ1451  NGVD 29 (12/05/91)    2.206  (m)            7.24   (f) ADJUSTED    1 2
 CJ1451
 CJ1451.Superseded values are not recommended for survey control.
 CJ1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1451.See file dsdata.txt to determine how the superseded data were derived.
 CJ1451
 CJ1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS983285(NAD 83)
 CJ1451_MARKER: DD = SURVEY DISK
 CJ1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1451_SP_SET: CONCRETE POST
 CJ1451_STAMPING: 10 359 1991
 CJ1451_MARK LOGO: SCGS  
 CJ1451_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1451+STABILITY: SURFACE MOTION
 CJ1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ1451+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 CJ1451
 CJ1451  HISTORY     - Date     Condition        Report By
 CJ1451  HISTORY     - 1991     MONUMENTED       SCGS
 CJ1451  HISTORY     - 19950103 GOOD             SCGS
 CJ1451  HISTORY     - 20050524 GOOD             SCGS
 CJ1451
 CJ1451                          STATION DESCRIPTION
 CJ1451
 CJ1451'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1451'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CJ1451'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1451'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CJ1451'U.S. HIGHWAY 17 (MEMORIAL BRIDGE OVER THE ASHLEY RIVER) AND LOCKWOOD
 CJ1451'DRIVE IN CHARLESTON, GO NORTHEAST ON HIGHWAY 17 FOR 0.55 MILE TO THE
 CJ1451'JUNCTION OF BOGARD STREET AND A GRASSY TRAFFIC ISLAND AND THE STATION
 CJ1451'ON THE RIGHT NEAR A STREET LIGHT POLE.  STATION IS A CONCRETE POST
 CJ1451'FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE HIGHWAY 17, 40.1 FEET NORTH
 CJ1451'NORTHWEST OF THE CENTER OF BOGARD STREET, 43.4 FEET SOUTH SOUTHWEST
 CJ1451'OF THE SOUTHWEST END OF A BRICK RETAINING WALL OF HIGHWAY 17, 37.0
 CJ1451'FEET NORTH NORTHEAST OF A TELEPHONE POLE WITH TWO GUY WIRES AND A
 CJ1451'SCGS REFERENCE WASHER ATTACHED IN A TRAFFIC ISLAND, 28.3 FEET EAST
 CJ1451'NORTHEAST OF THE EXTENDED CENTER OF KRACKE STREET, 34.3 FEET WEST OF
 CJ1451'A LONE 18-INCH PALMETTO TREE, 9.1 FEET SOUTHEAST OF THE STREET LIGHT
 CJ1451'POLE, 9.3 FEET SOUTHEAST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 CJ1451
 CJ1451                          STATION RECOVERY (1995)
 CJ1451
 CJ1451'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ1451'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CJ1451'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1451'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 CJ1451'HIGHWAY 17 (MEMORIAL BRIDGE OVER THE ASHLEY RIVER) AND LOCKWOOD DRIVE
 CJ1451'IN CHARLESTON, GO NORTHEAST ON HIGHWAY 17 FOR 0.55 MILE (0.89 KM) TO
 CJ1451'THE TO THE JUNCTION OF BOGARD STREET AND THE STATION ON THE RIGHT NEAR
 CJ1451'A STREET LIGHT POLE IN A GRASSY TRAFFIC ISLAND. STATION IS A CONCRETE
 CJ1451'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE HIGHWAY 17, 38.0
 CJ1451'FEET (11.6 M) NORTHWEST OF THE CENTER OF BOGARD STREET, 43.4 FEET
 CJ1451'(13.2 M) SOUTH SOUTHWEST OF THE SOUTHWEST END OF A BRICK RETAINING
 CJ1451'WALL OF HIGHWAY 17, 37.0 FEET (11.3 M) NORTH NORTHEAST OF A TELEPHONE
 CJ1451'POLE WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED IN A
 CJ1451'TRAFFIC ISLAND, 28.3 FEET (8.6 M) EAST NORTHEAST OF THE EXTENDED
 CJ1451'CENTER OF KRACKE STREET, 34.3 FEET (10.5 M) WEST OF A LONE 1.5-FOOT
 CJ1451'PALMETTO TREE, 9.1 FEET (2.8 M) SOUTHEAST OF THE STREET LIGHT POLE,
 CJ1451'9.3 FEET (2.8 M) SOUTHEAST OF A WITNESS POST.  NOTE-THE CONCRETE POST
 CJ1451'OF THIS STATION IS CHIPPED BUT IS SOLID IN THE GROUND. RECOVERED BY
 CJ1451'R.W.  ROBERTS.
 CJ1451
 CJ1451                          STATION RECOVERY (2005)
 CJ1451
 CJ1451'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (CEG)
 CJ1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1452 ***********************************************************************
 CJ1452  DESIGNATION -  10 360
 CJ1452  PID         -  CJ1452
 CJ1452  STATE/COUNTY-  SC/CHARLESTON
 CJ1452  USGS QUAD   -  CHARLESTON (1983)
 CJ1452
 CJ1452                         *CURRENT SURVEY CONTROL
 CJ1452  ___________________________________________________________________
 CJ1452* NAD 83(1986)-  32 47 38.     (N)    079 55 56.     (W)     SCALED    
 CJ1452* NAVD 88     -         1.381  (meters)       4.53   (feet)  ADJUSTED  
 CJ1452  ___________________________________________________________________
 CJ1452  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 CJ1452  DYNAMIC HT  -           1.380 (meters)       4.53  (feet)  COMP
 CJ1452  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CJ1452
 CJ1452  VERT ORDER  -  FIRST     CLASS II
 CJ1452
 CJ1452.The horizontal coordinates were scaled from a topographic map and have
 CJ1452.an estimated accuracy of +/- 6 seconds.
 CJ1452
 CJ1452.The orthometric height was determined by differential leveling
 CJ1452.and adjusted by the National Geodetic Survey in August 1994..
 CJ1452
 CJ1452.The geoid height was determined by GEOID03.
 CJ1452
 CJ1452.The dynamic height is computed by dividing the NAVD 88
 CJ1452.geopotential number by the normal gravity value computed on the
 CJ1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1452.degrees latitude (g = 980.6199 gals.).
 CJ1452
 CJ1452.The modeled gravity was interpolated from observed gravity values.
 CJ1452
 CJ1452;                    North         East    Units  Estimated Accuracy
 CJ1452;SPC SC       -   107,040.      709,610.      MT  (+/- 180 meters Scaled)
 CJ1452
 CJ1452                          SUPERSEDED SURVEY CONTROL
 CJ1452
 CJ1452  NGVD 29 (12/05/91)    1.681  (m)            5.52   (f) ADJUSTED    1 2
 CJ1452
 CJ1452.Superseded values are not recommended for survey control.
 CJ1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1452.See file dsdata.txt to determine how the superseded data were derived.
 CJ1452
 CJ1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS999289(NAD 83)
 CJ1452_MARKER: DD = SURVEY DISK
 CJ1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1452_SP_SET: CONCRETE POST
 CJ1452_STAMPING: 10 360 1991
 CJ1452_MARK LOGO: SCGS  
 CJ1452_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1452+STABILITY: SURFACE MOTION
 CJ1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ1452+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 CJ1452
 CJ1452  HISTORY     - Date     Condition        Report By
 CJ1452  HISTORY     - 1991     MONUMENTED       SCGS
 CJ1452  HISTORY     - 20050524 GOOD             SCGS
 CJ1452
 CJ1452                          STATION DESCRIPTION
 CJ1452
 CJ1452'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1452'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CJ1452'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1452'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CJ1452'U.S. HIGHWAYS 17, 701 (COOPER RIVER BRIDGE) AND EAST BAY STREET IN
 CJ1452'CHARLESTON, GO SOUTHEAST ON EAST BAY STREET FOR 0.45 MILE TO THE
 CJ1452'JUNCTION OF SOUTH STREET AND THE STATION IN THE NORTH CORNER OF POST
 CJ1452'OFFICE PROPERTY IN THE SOUTH ANGLE OF THE JUNCTION.  STATION IS A
 CJ1452'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE EAST BAY
 CJ1452'STREET, 49.8 FEET SOUTH SOUTHEAST OF THE CENTER OF SOUTH STREET, 8.2
 CJ1452'FEET WEST SOUTHWEST OF THE EAST EDGE OF THE WEST CURB OF EAST BAY
 CJ1452'STREET, 71.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 CJ1452'FOOTING FOR A PARKING LOT LIGHT, 5.1 FEET EAST NORTHEAST OF THE EAST
 CJ1452'EDGE OF A 5-FOOT WIDE SIDEWALK, 126.8 FEET NORTH OF A FIRE HYDRANT.
 CJ1452'DESCRIBED BY T. HALL.
 CJ1452
 CJ1452                          STATION RECOVERY (2005)
 CJ1452
 CJ1452'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (CEG)
 CJ1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1453 ***********************************************************************
 CJ1453  DESIGNATION -  10 361
 CJ1453  PID         -  CJ1453
 CJ1453  STATE/COUNTY-  SC/CHARLESTON
 CJ1453  USGS QUAD   -  CHARLESTON (1983)
 CJ1453
 CJ1453                         *CURRENT SURVEY CONTROL
 CJ1453  ___________________________________________________________________
 CJ1453* NAD 83(1986)-  32 46 48.     (N)    079 56 53.     (W)     SCALED    
 CJ1453* NAVD 88     -         1.196  (meters)       3.92   (feet)  ADJUSTED  
 CJ1453  ___________________________________________________________________
 CJ1453  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 CJ1453  DYNAMIC HT  -           1.195 (meters)       3.92  (feet)  COMP
 CJ1453  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CJ1453
 CJ1453  VERT ORDER  -  FIRST     CLASS II
 CJ1453
 CJ1453.The horizontal coordinates were scaled from a topographic map and have
 CJ1453.an estimated accuracy of +/- 6 seconds.
 CJ1453
 CJ1453.The orthometric height was determined by differential leveling
 CJ1453.and adjusted by the National Geodetic Survey in August 1994..
 CJ1453
 CJ1453.The geoid height was determined by GEOID03.
 CJ1453
 CJ1453.The dynamic height is computed by dividing the NAVD 88
 CJ1453.geopotential number by the normal gravity value computed on the
 CJ1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1453.degrees latitude (g = 980.6199 gals.).
 CJ1453
 CJ1453.The modeled gravity was interpolated from observed gravity values.
 CJ1453
 CJ1453;                    North         East    Units  Estimated Accuracy
 CJ1453;SPC SC       -   105,490.      708,140.      MT  (+/- 180 meters Scaled)
 CJ1453
 CJ1453                          SUPERSEDED SURVEY CONTROL
 CJ1453
 CJ1453  NGVD 29 (12/05/91)    1.496  (m)            4.91   (f) ADJUSTED    1 2
 CJ1453
 CJ1453.Superseded values are not recommended for survey control.
 CJ1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1453.See file dsdata.txt to determine how the superseded data were derived.
 CJ1453
 CJ1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS985273(NAD 83)
 CJ1453_MARKER: DD = SURVEY DISK
 CJ1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1453_SP_SET: CONCRETE POST
 CJ1453_STAMPING: 10 361 1991
 CJ1453_MARK LOGO: SCGS  
 CJ1453_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1453+STABILITY: SURFACE MOTION
 CJ1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ1453+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 CJ1453
 CJ1453  HISTORY     - Date     Condition        Report By
 CJ1453  HISTORY     - 1991     MONUMENTED       SCGS
 CJ1453  HISTORY     - 20050524 GOOD             SCGS
 CJ1453
 CJ1453                          STATION DESCRIPTION
 CJ1453
 CJ1453'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1453'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--DEPARTMENT OF PARKS, 30
 CJ1453'MARY MURRAY DRIVE, CHARLESTON, SC 29403, PHONE 803-724-7321,
 CJ1453'ATTENTION-STEVE LIVINGSTON.  TO REACH THE STATION FROM THE JUNCTION
 CJ1453'OF WENTWORTH STREET AND LOCKWOOD DRIVE IN CHARLESTON, GO NORTH
 CJ1453'NORTHWEST ON LOCKWOOD DRIVE FOR 0.05 MILE TO THE JUNCTION OF HALSEY
 CJ1453'BOULEVARD, BEAR RIGHT ON HALSEY BOULEVARD FOR 0.15 MILE TO THE
 CJ1453'STATION ON THE LEFT IN AN OPEN GRASSY AREA, A CONCRETE POST FLUSH
 CJ1453'WITH THE GROUND AND LEVEL WITH HALSEY BOULEVARD, 75.7 FEET NORTHWEST
 CJ1453'OF A STREET LIGHT POLE NUMBER 124197 WITH GUY WIRE, 75.5 FEET NORTH
 CJ1453'OF THE CENTER OF THE WEST END OF A 22-INCH CONCRETE PIPE CULVERT,
 CJ1453'55.8 FEET SOUTHWEST OF A POWER POLE NUMBER 117344 WITH 3 GUY WIRES,
 CJ1453'62.9 FEET WEST OF THE CENTER OF HALSEY BOULEVARD, 27.5 FEET SOUTHEAST
 CJ1453'OF A 7-INCH LIVE OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 55.4
 CJ1453'FEET SOUTHWEST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 CJ1453
 CJ1453                          STATION RECOVERY (2005)
 CJ1453
 CJ1453'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (CEG)
 CJ1453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1454 ***********************************************************************
 CJ1454  DESIGNATION -  10 362
 CJ1454  PID         -  CJ1454
 CJ1454  STATE/COUNTY-  SC/CHARLESTON
 CJ1454  USGS QUAD   -  CHARLESTON (1983)
 CJ1454
 CJ1454                         *CURRENT SURVEY CONTROL
 CJ1454  ___________________________________________________________________
 CJ1454* NAD 83(1986)-  32 47 20.     (N)    079 56 18.     (W)     SCALED    
 CJ1454* NAVD 88     -         3.829  (meters)      12.56   (feet)  ADJUSTED  
 CJ1454  ___________________________________________________________________
 CJ1454  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 CJ1454  DYNAMIC HT  -           3.825 (meters)      12.55  (feet)  COMP
 CJ1454  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CJ1454
 CJ1454  VERT ORDER  -  FIRST     CLASS II
 CJ1454
 CJ1454.The horizontal coordinates were scaled from a topographic map and have
 CJ1454.an estimated accuracy of +/- 6 seconds.
 CJ1454
 CJ1454.The orthometric height was determined by differential leveling
 CJ1454.and adjusted by the National Geodetic Survey in August 1994..
 CJ1454
 CJ1454.The geoid height was determined by GEOID03.
 CJ1454
 CJ1454.The dynamic height is computed by dividing the NAVD 88
 CJ1454.geopotential number by the normal gravity value computed on the
 CJ1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1454.degrees latitude (g = 980.6199 gals.).
 CJ1454
 CJ1454.The modeled gravity was interpolated from observed gravity values.
 CJ1454
 CJ1454;                    North         East    Units  Estimated Accuracy
 CJ1454;SPC SC       -   106,480.      709,040.      MT  (+/- 180 meters Scaled)
 CJ1454
 CJ1454                          SUPERSEDED SURVEY CONTROL
 CJ1454
 CJ1454  NGVD 29 (12/05/91)    4.128  (m)           13.54   (f) ADJUSTED    1 2
 CJ1454
 CJ1454.Superseded values are not recommended for survey control.
 CJ1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1454.See file dsdata.txt to determine how the superseded data were derived.
 CJ1454
 CJ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS994283(NAD 83)
 CJ1454_MARKER: DD = SURVEY DISK
 CJ1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1454_SP_SET: CONCRETE POST
 CJ1454_STAMPING: 10 362 1991
 CJ1454_MARK LOGO: SCGS  
 CJ1454_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1454+STABILITY: SURFACE MOTION
 CJ1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ1454+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1994
 CJ1454
 CJ1454  HISTORY     - Date     Condition        Report By
 CJ1454  HISTORY     - 1991     MONUMENTED       SCGS
 CJ1454  HISTORY     - 19940606 GOOD             SCGS
 CJ1454  HISTORY     - 19960814 GOOD             SCGS
 CJ1454
 CJ1454                          STATION DESCRIPTION
 CJ1454
 CJ1454'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1454'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CJ1454'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1454'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF CALHOUN
 CJ1454'STREET AND KING STREET IN CHARLESTON, GO NORTHWEST ON KING STREET FOR
 CJ1454'0.25 MILE TO THE JUNCTION OF RADCLIFFE STREET AND THE STATION IN THE
 CJ1454'SOUTH ANGLE OF THE JUNCTION.  STATION IS A CONCRETE POST FLUSH WITH
 CJ1454'THE GROUND AND 1.0 FOOT ABOVE RADCLIFFE STREET, 43.8 FEET WEST
 CJ1454'SOUTHWEST OF THE CENTER OF KING STREET, 21.7 FEET SOUTH OF THE CENTER
 CJ1454'RADCLIFFE STREET, 9.5 FEET WEST SOUTHWEST OF A POWER POLE NUMBER
 CJ1454'394929 WITH THREE TRANSFORMERS, 69.6 FEET EAST NORTHEAST OF THE
 CJ1454'NORTHWEST CORNER OF THE BRICK PORTION OF A WOOD AND BRICK BUILDING,
 CJ1454'2.9 FEET NORTH OF THE NORTH EDGE OF AN 8-FOOT WIDE SIDEWALK, 9.8 FEET
 CJ1454'WEST SOUTHWEST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 CJ1454
 CJ1454                          STATION RECOVERY (1994)
 CJ1454
 CJ1454'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CJ1454'RECOVERED AS DESCRIBED.
 CJ1454
 CJ1454                          STATION RECOVERY (1996)
 CJ1454
 CJ1454'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CJ1454'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1455 ***********************************************************************
 CJ1455  DESIGNATION -  10 363
 CJ1455  PID         -  CJ1455
 CJ1455  STATE/COUNTY-  SC/CHARLESTON
 CJ1455  USGS QUAD   -  CHARLESTON (1983)
 CJ1455
 CJ1455                         *CURRENT SURVEY CONTROL
 CJ1455  ___________________________________________________________________
 CJ1455* NAD 83(1986)-  32 47 37.     (N)    079 56 29.     (W)     SCALED    
 CJ1455* NAVD 88     -         4.010  (meters)      13.16   (feet)  ADJUSTED  
 CJ1455  ___________________________________________________________________
 CJ1455  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 CJ1455  DYNAMIC HT  -           4.006 (meters)      13.14  (feet)  COMP
 CJ1455  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CJ1455
 CJ1455  VERT ORDER  -  FIRST     CLASS II
 CJ1455
 CJ1455.The horizontal coordinates were scaled from a topographic map and have
 CJ1455.an estimated accuracy of +/- 6 seconds.
 CJ1455
 CJ1455.The orthometric height was determined by differential leveling
 CJ1455.and adjusted by the National Geodetic Survey in August 1994..
 CJ1455
 CJ1455.The geoid height was determined by GEOID03.
 CJ1455
 CJ1455.The dynamic height is computed by dividing the NAVD 88
 CJ1455.geopotential number by the normal gravity value computed on the
 CJ1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1455.degrees latitude (g = 980.6199 gals.).
 CJ1455
 CJ1455.The modeled gravity was interpolated from observed gravity values.
 CJ1455
 CJ1455;                    North         East    Units  Estimated Accuracy
 CJ1455;SPC SC       -   107,000.      708,750.      MT  (+/- 180 meters Scaled)
 CJ1455
 CJ1455                          SUPERSEDED SURVEY CONTROL
 CJ1455
 CJ1455  NGVD 29 (12/05/91)    4.309  (m)           14.14   (f) ADJUSTED    1 2
 CJ1455
 CJ1455.Superseded values are not recommended for survey control.
 CJ1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1455.See file dsdata.txt to determine how the superseded data were derived.
 CJ1455
 CJ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS991289(NAD 83)
 CJ1455_MARKER: DD = SURVEY DISK
 CJ1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ1455_SP_SET: CONCRETE POST
 CJ1455_STAMPING: 10 363 1991
 CJ1455_MARK LOGO: SCGS  
 CJ1455_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1455+STABILITY: SURFACE MOTION
 CJ1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1455+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 CJ1455
 CJ1455  HISTORY     - Date     Condition        Report By
 CJ1455  HISTORY     - 1991     MONUMENTED       SCGS
 CJ1455  HISTORY     - 19940606 GOOD             SCGS
 CJ1455  HISTORY     - 19950103 GOOD             SCGS
 CJ1455  HISTORY     - 19960814 GOOD             SCGS
 CJ1455
 CJ1455                          STATION DESCRIPTION
 CJ1455
 CJ1455'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1455'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CJ1455'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1455'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CJ1455'U.S. HIGHWAYS 17, 701 AND KING STREET IN CHARLESTON, GO SOUTH
 CJ1455'SOUTHEAST ON KING STREET FOR 0.15 MILE TO THE JUNCTION OF COLUMBUS
 CJ1455'STREET, CONTINUE ON KING STREET FOR 0.05 MILE TO THE STATION ON THE
 CJ1455'RIGHT NEAR A STEEL LIGHT POLE, IS A CONCRETE POST FLUSH WITH THE
 CJ1455'GROUND AND 0.5 FOOT ABOVE KING STREET, 12.2 FEET NORTH NORTHWEST OF
 CJ1455'THE SOUTH EDGE OF THE NORTH CURB OF SPRING STREET, 94.3 FEET WEST
 CJ1455'SOUTHWEST OF THE EAST EDGE OF THE WEST CURB OF KING STREET, 80.9 FEET
 CJ1455'NORTH NORTHWEST OF A TELEPHONE POLE NUMBER 395969 WITH A STREET
 CJ1455'LIGHT, 6.7 FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 CJ1455'MAN HOLE COVER IN THE CENTER OF A SIDEWALK, 11.5 FEET WEST SOUTHWEST
 CJ1455'OF THE STEEL STREET LIGHT POLE.  DESCRIBED BY T. HALL.
 CJ1455
 CJ1455                          STATION RECOVERY (1994)
 CJ1455
 CJ1455'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CJ1455'STATION IS LOCATED IN CHARLESTON. OWNERSHIP--SCDOT, DIRECTOR OF
 CJ1455'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CJ1455'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 17,
 CJ1455'701 AND KING STREET IN CHARLESTON, GO SOUTH ON KING STREET FOR 0.15
 CJ1455'MILE (0.24 KM) TO THE JUNCTION OF COLUMBUS STREET, CONTINUE ON KING
 CJ1455'STREET FOR 0.05 MILE (0.08 KM) TO THE STATION RIGHT NEAR A STEEL LIGHT
 CJ1455'POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 CJ1455'(15.2 CM) ABOVE KING STREET, 94.3 FEET (28.7 M) NORTH NORTHWEST OF THE
 CJ1455'SOUTH EDGE OF THE NORTH CURB OF SPRING STREET, 12.2 FEET (3.7 M) WEST
 CJ1455'SOUTHWEST OF THE EAST EDGE OF THE CURB OF KING STREET, 80.9 FEET (24.7
 CJ1455'M) NORTH NORTHWEST OF A TELEPHONE POLE NUMBER 395969 WITH A STREET
 CJ1455'LIGHT, 6.7 FEET (2.0 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CJ1455'CONCRETE MAN HOLE COVER IN THE SIDEWALK, 11.5 FEET (3.5 M) WEST
 CJ1455'SOUTHWEST OF THE STEEL STREET LIGHT POLE. RECOVERED BY D.D. WOODS.
 CJ1455
 CJ1455                          STATION RECOVERY (1995)
 CJ1455
 CJ1455'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ1455'RECOVERED AS DESCRIBED.
 CJ1455
 CJ1455                          STATION RECOVERY (1996)
 CJ1455
 CJ1455'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CJ1455'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CJ1455'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CJ1455'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 17,
 CJ1455'701 AND KING STREET IN CHARLESTON, GO SOUTH SOUTHEAST ON KING STREET
 CJ1455'FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF COLUMBUS STREET, CONTINUE
 CJ1455'ON KING STREET FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT
 CJ1455'NEAR A STEEL LIGHT POLE, IS A CONCRETE POST FLUSH WITH THE GROUND AND
 CJ1455'1.0 FOOT (0.3 M) ABOVE KING STREET, 28.0 FEET (8.5 M) WEST SOUTHWEST
 CJ1455'OF THE CENTER OF KING STREET, 12.2 FEET (3.7 M) WEST SOUTHWEST OF THE
 CJ1455'EAST EDGE OF THE CURB OF KING STREET, 94.5 FEET (28.8 M) NORTH
 CJ1455'NORTHWEST OF THE SOUTH EDGE OF THE NORTH CURB OF SPRING STREET, 10.3
 CJ1455'FEET (3.1 M) WEST OF A MANHOLE COVER, 11.5 FEET (3.5 M) WEST SOUTHWEST
 CJ1455'OF A STEEL STREET LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1456 ***********************************************************************
 CJ1456  DESIGNATION -  10 364
 CJ1456  PID         -  CJ1456
 CJ1456  STATE/COUNTY-  SC/CHARLESTON
 CJ1456  USGS QUAD   -  CHARLESTON (1983)
 CJ1456
 CJ1456                         *CURRENT SURVEY CONTROL
 CJ1456  ___________________________________________________________________
 CJ1456* NAD 83(2001)-  32 47 56.70922(N)    079 55 44.30493(W)     ADJUSTED  
 CJ1456* NAVD 88     -         2.445  (meters)       8.02   (feet)  ADJUSTED  
 CJ1456  ___________________________________________________________________
 CJ1456  X           -     938,442.767 (meters)                     COMP
 CJ1456  Y           -  -5,283,862.519 (meters)                     COMP
 CJ1456  Z           -   3,435,233.578 (meters)                     COMP
 CJ1456  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 CJ1456  ELLIP HEIGHT-         -30.72  (meters)          (12/20/99) GPS OBS
 CJ1456  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 CJ1456  DYNAMIC HT  -           2.442 (meters)       8.01  (feet)  COMP
 CJ1456  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 CJ1456
 CJ1456  HORZ ORDER  -  FIRST
 CJ1456  VERT ORDER  -  FIRST     CLASS II
 CJ1456  ELLP ORDER  -  FOURTH    CLASS I
 CJ1456
 CJ1456.The horizontal coordinates were established by GPS observations
 CJ1456.and adjusted by the National Geodetic Survey in March 2004..
 CJ1456
 CJ1456.The orthometric height was determined by differential leveling
 CJ1456.and adjusted by the National Geodetic Survey in August 1994..
 CJ1456
 CJ1456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1456
 CJ1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1456
 CJ1456.The ellipsoidal height was determined by GPS observations
 CJ1456.and is referenced to NAD 83.
 CJ1456
 CJ1456.The geoid height was determined by GEOID03.
 CJ1456
 CJ1456.The dynamic height is computed by dividing the NAVD 88
 CJ1456.geopotential number by the normal gravity value computed on the
 CJ1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1456.degrees latitude (g = 980.6199 gals.).
 CJ1456
 CJ1456.The modeled gravity was interpolated from observed gravity values.
 CJ1456
 CJ1456;                    North         East     Units Scale Factor Converg.
 CJ1456;SPC SC       -   107,623.064   709,906.080   MT  0.99990807   +0 35 37.6
 CJ1456;SPC SC       -   353,094.04  2,329,088.19   iFT  0.99990807   +0 35 37.6
 CJ1456;UTM  17      - 3,629,521.690   600,279.403   MT  0.99972399   +0 34 48.8
 CJ1456
 CJ1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1456!SPC SC       -   1.00000482  x   0.99990807  =   0.99991289
 CJ1456!UTM  17      -   1.00000482  x   0.99972399  =   0.99972881
 CJ1456
 CJ1456                          SUPERSEDED SURVEY CONTROL
 CJ1456
 CJ1456  NAD 83(1995)-  32 47 56.70949(N)    079 55 44.30543(W) AD(       ) 1
 CJ1456  NAD 83(1986)-  32 47 56.72014(N)    079 55 44.30888(W) AD(       ) 1
 CJ1456  NGVD 29 (12/05/91)    2.744  (m)            9.00   (f) ADJUSTED    1 2
 CJ1456
 CJ1456.Superseded values are not recommended for survey control.
 CJ1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1456.See file dsdata.txt to determine how the superseded data were derived.
 CJ1456
 CJ1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0027929522(NAD 83)
 CJ1456_MARKER: DD = SURVEY DISK
 CJ1456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CJ1456_SP_SET: LOADING DOCK
 CJ1456_STAMPING: 10 364 1991
 CJ1456_MARK LOGO: SCGS  
 CJ1456_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1456+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1991
 CJ1456
 CJ1456  HISTORY     - Date     Condition        Report By
 CJ1456  HISTORY     - 1991     MONUMENTED       SCGS
 CJ1456  HISTORY     - 19910429 GOOD             SCGS
 CJ1456  HISTORY     - 20050112 MARK NOT FOUND   INDIV
 CJ1456
 CJ1456                          STATION DESCRIPTION
 CJ1456
 CJ1456'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1456'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SOUTH CAROLINA PORTS
 CJ1456'AUTHORITY, PHONE 803-577-8665 MR HANNAH (CHIEF OF DOCKS) OR BILLY
 CJ1456'LEMPHISIS AT 803-577-8659.  TO REACH THE STATION FROM THE JUNCTION
 CJ1456'OVERPASS OF U.S. HIGHWAYS 17, 701 (COOPER RIVER BRIDGE) AND EAST BAY
 CJ1456'STREET IN CHARLESTON, GO NORTHWEST ON EAST BAY STREET FOR 0.2 MILE TO
 CJ1456'THE JUNCTION OF IMMIGRATION STREET, TURN RIGHT ON IMMIGRATION STREET
 CJ1456'FOR 0.4 MILE TO THE GUARDS DESK AT THE SOUTH CAROLINA STATE PORTS
 CJ1456'AUTHORITY LOADING DOCKS, CONTINUE AHEAD AND BEAR LEFT PAST THE WEIGHT
 CJ1456'STATIONS WITH OVERHEAD CANOPYS FOR 0.2 MILE TO THE JUNCTION OF A
 CJ1456'PAVED ROAD LEFT, TURN LEFT ON THE PAVED ROAD FOR 0.05 MILE TO A STOP
 CJ1456'SIGN PAINTED ON THE ASPHALT, CONTINUE 0.05 MILE TO A LOADING RAMP
 CJ1456'BETWEEN TWO LARGE WAREHOUSE BUILDINGS AND THE STATION SET IN THE
 CJ1456'CONCRETE DOCK NEAR THE WATERS EDGE AND AT THE 2650 MARKER (LABELED ON
 CJ1456'THE CURB OF THE WATERS EDGE), IN THE CONCRETE DOCK, 36.2 FEET EAST OF
 CJ1456'THE NORTHEAST CORNER OF A FENCED IN CONCRETE PAD AT THE NORTHEAST
 CJ1456'CORNER OF BUILDING NUMBER 106, 53.9 FEET SOUTH SOUTHEAST OF THE
 CJ1456'SOUTHEAST CORNER OF WAREHOUSE NUMBER 105, 3.3 FEET WEST NORTHWEST OF
 CJ1456'THE NORTHWEST EDGE OF THE CURBING OF THE DOCK AT THE WATERS EDGE.
 CJ1456'DESCRIBED BY T. HALL.
 CJ1456
 CJ1456                          STATION RECOVERY (1991)
 CJ1456
 CJ1456'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ1456'RECOVERED IN GOOD CONDITION.
 CJ1456
 CJ1456                          STATION RECOVERY (2005)
 CJ1456
 CJ1456'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WMD)
 CJ1456'MARK APPARENTLY DESTROYED FOR ACCOMMODATION OF NEW SHIPPING CONTAINER
 CJ1456'CRANE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1985 ***********************************************************************
 AB1985  DESIGNATION -  10 365
 AB1985  PID         -  AB1985
 AB1985  STATE/COUNTY-  SC/CHARLESTON
 AB1985  USGS QUAD   -  MC CLELLANVILLE (1992)
 AB1985
 AB1985                         *CURRENT SURVEY CONTROL
 AB1985  ___________________________________________________________________
 AB1985* NAD 83(1986)-  33 05 34.     (N)    079 27 55.     (W)     SCALED    
 AB1985* NAVD 88     -         2.774  (meters)       9.10   (feet)  ADJUSTED  
 AB1985  ___________________________________________________________________
 AB1985  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 AB1985  DYNAMIC HT  -           2.771 (meters)       9.09  (feet)  COMP
 AB1985  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 AB1985
 AB1985  VERT ORDER  -  FIRST     CLASS II
 AB1985
 AB1985.The horizontal coordinates were scaled from a topographic map and have
 AB1985.an estimated accuracy of +/- 6 seconds.
 AB1985
 AB1985.The orthometric height was determined by differential leveling
 AB1985.and adjusted by the National Geodetic Survey in September 1998..
 AB1985
 AB1985.The geoid height was determined by GEOID03.
 AB1985
 AB1985.The dynamic height is computed by dividing the NAVD 88
 AB1985.geopotential number by the normal gravity value computed on the
 AB1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1985.degrees latitude (g = 980.6199 gals.).
 AB1985
 AB1985.The modeled gravity was interpolated from observed gravity values.
 AB1985
 AB1985;                    North         East    Units  Estimated Accuracy
 AB1985;SPC SC       -   140,730.      752,850.      MT  (+/- 180 meters Scaled)
 AB1985
 AB1985                          SUPERSEDED SURVEY CONTROL
 AB1985
 AB1985.No superseded survey control is available for this station.
 AB1985
 AB1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS432626(NAD 83)
 AB1985_MARKER: DD = SURVEY DISK
 AB1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1985_STAMPING: 10 365 1995
 AB1985_MARK LOGO: SCGS  
 AB1985_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1985+STABILITY: SURFACE MOTION
 AB1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1985+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1985
 AB1985  HISTORY     - Date     Condition        Report By
 AB1985  HISTORY     - 1995     MONUMENTED       SCGS
 AB1985
 AB1985                          STATION DESCRIPTION
 AB1985
 AB1985'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1985'STATION IS LOCATED IN MCCLELLANVILLE.  OWNERSHIP--DOROTHY PORTER, 933
 AB1985'SOUTH PINCKNEY STREET, MCCLELLANVILLE, SC 29458.  TO REACH THE STATION
 AB1985'FROM THE JUNCTION OF U.S.  HIGHWAYS 17, 701, STATE HIGHWAY 45 AND
 AB1985'STATE ROAD 1189 (SOUTH PINCKNEY STREET) IN MCCLELLANVILLE, GO SOUTH
 AB1985'SOUTHEAST ON ROAD 1189 FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE
 AB1985'RIGHT IN THE FRONT YARD OF A WOOD-SIDED HOUSE NUMBER 933, JUST BEFORE
 AB1985'REACHING THE JUNCTION OF STATE ROAD 9 (PINCKNEY ROAD) . STATION IS A
 AB1985'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD 1189, 12.4
 AB1985'FEET (3.8 M) NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 13.8 FEET
 AB1985'(4.2 M) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK LEADING TO THE
 AB1985'FRONT DOOR OF THE HOUSE, 40.2 FEET (12.3 M) SOUTHWEST OF THE CENTER OF
 AB1985'ROAD 1189, 115.5 FEET (35.2 M) WEST OF THE CENTER OF ROAD 9, 136.7
 AB1985'FEET (41.7 M) EAST OF THE EAST CORNER OF A BRICK HOUSE.  DESCRIBED BY
 AB1985'R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1986 ***********************************************************************
 AB1986  DESIGNATION -  10 366
 AB1986  PID         -  AB1986
 AB1986  STATE/COUNTY-  SC/CHARLESTON
 AB1986  USGS QUAD   -  MC CLELLANVILLE (1992)
 AB1986
 AB1986                         *CURRENT SURVEY CONTROL
 AB1986  ___________________________________________________________________
 AB1986* NAD 83(1986)-  33 05 07.     (N)    079 27 37.     (W)     SCALED    
 AB1986* NAVD 88     -         1.971  (meters)       6.47   (feet)  ADJUSTED  
 AB1986  ___________________________________________________________________
 AB1986  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AB1986  DYNAMIC HT  -           1.969 (meters)       6.46  (feet)  COMP
 AB1986  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 AB1986
 AB1986  VERT ORDER  -  FIRST     CLASS II
 AB1986
 AB1986.The horizontal coordinates were scaled from a topographic map and have
 AB1986.an estimated accuracy of +/- 6 seconds.
 AB1986
 AB1986.The orthometric height was determined by differential leveling
 AB1986.and adjusted by the National Geodetic Survey in September 1998..
 AB1986
 AB1986.The geoid height was determined by GEOID03.
 AB1986
 AB1986.The dynamic height is computed by dividing the NAVD 88
 AB1986.geopotential number by the normal gravity value computed on the
 AB1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1986.degrees latitude (g = 980.6199 gals.).
 AB1986
 AB1986.The modeled gravity was interpolated from observed gravity values.
 AB1986
 AB1986;                    North         East    Units  Estimated Accuracy
 AB1986;SPC SC       -   139,910.      753,330.      MT  (+/- 180 meters Scaled)
 AB1986
 AB1986                          SUPERSEDED SURVEY CONTROL
 AB1986
 AB1986.No superseded survey control is available for this station.
 AB1986
 AB1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS437617(NAD 83)
 AB1986_MARKER: DD = SURVEY DISK
 AB1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1986_STAMPING: 10 366 1995
 AB1986_MARK LOGO: SCGS  
 AB1986_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1986+STABILITY: SURFACE MOTION
 AB1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1986+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1986
 AB1986  HISTORY     - Date     Condition        Report By
 AB1986  HISTORY     - 1995     MONUMENTED       SCGS
 AB1986
 AB1986                          STATION DESCRIPTION
 AB1986
 AB1986'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1986'STATION IS LOCATED IN MCCLELLANVILLE.  OWNERSHIP--ANNIE K.  MULLIKIN,
 AB1986'558 PINCKNEY STREET, MCCLELLANVILLE, SC 29458.  TO REACH THE STATION
 AB1986'FROM THE JUNCTION OF U.S.  HIGHWAYS 17, 701, STATE HIGHWAY 45 AND
 AB1986'STATE ROAD 1189 (SOUTH PINCKNEY STREET) IN MCCLELLANVILLE, GO SOUTH
 AB1986'SOUTHEAST ON ROAD 1189 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF
 AB1986'STATE ROAD 9 (PINCKNEY ROAD) , BEAR RIGHT ON ROAD 9 FOR 0.55 MILE
 AB1986'(0.89 KM) TO THE JUNCTION OF STATE ROAD 71 (DUPRE ROAD AND OAK STREET)
 AB1986', CONTINUE ON ROAD 9 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AB1986'LEFT IN THE FRONT YARD OF A WOOD-SIDED HOUSE NUMBER 558.. STATION IS A
 AB1986'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 33.0 FEET
 AB1986'(10.1 M) NORTH NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK LEADING
 AB1986'TO THE FRONT STEPS OF THE HOUSE, 45.5 FEET (13.9 M) EAST OF THE CENTER
 AB1986'OF THE ROAD, 8.7 FEET (2.7 M) SOUTH SOUTHEAST OF THE CENTER OF A DIRT
 AB1986'DRIVEWAY, 45.8 FEET (14.0 M) EAST SOUTHEAST OF A POWER POLE NUMBER
 AB1986'134101 WITH A TRANSFORMER, 36.7 FEET (11.2 M) WEST SOUTHWEST OF THE
 AB1986'WEST CORNER OF THE NORTHWEST END OF THE HOUSE. DESCRIBED BY R.W.
 AB1986'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1988 ***********************************************************************
 AB1988  DESIGNATION -  10 367
 AB1988  PID         -  AB1988
 AB1988  STATE/COUNTY-  SC/CHARLESTON
 AB1988  USGS QUAD   -  MC CLELLANVILLE (1992)
 AB1988
 AB1988                         *CURRENT SURVEY CONTROL
 AB1988  ___________________________________________________________________
 AB1988* NAD 83(1986)-  33 05 43.     (N)    079 26 31.     (W)     SCALED    
 AB1988* NAVD 88     -         2.586  (meters)       8.48   (feet)  ADJUSTED  
 AB1988  ___________________________________________________________________
 AB1988  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 AB1988  DYNAMIC HT  -           2.584 (meters)       8.48  (feet)  COMP
 AB1988  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 AB1988
 AB1988  VERT ORDER  -  FIRST     CLASS II
 AB1988
 AB1988.The horizontal coordinates were scaled from a topographic map and have
 AB1988.an estimated accuracy of +/- 6 seconds.
 AB1988
 AB1988.The orthometric height was determined by differential leveling
 AB1988.and adjusted by the National Geodetic Survey in September 1998..
 AB1988
 AB1988.The geoid height was determined by GEOID03.
 AB1988
 AB1988.The dynamic height is computed by dividing the NAVD 88
 AB1988.geopotential number by the normal gravity value computed on the
 AB1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1988.degrees latitude (g = 980.6199 gals.).
 AB1988
 AB1988.The modeled gravity was interpolated from observed gravity values.
 AB1988
 AB1988;                    North         East    Units  Estimated Accuracy
 AB1988;SPC SC       -   141,040.      755,020.      MT  (+/- 180 meters Scaled)
 AB1988
 AB1988                          SUPERSEDED SURVEY CONTROL
 AB1988
 AB1988.No superseded survey control is available for this station.
 AB1988
 AB1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS453629(NAD 83)
 AB1988_MARKER: DD = SURVEY DISK
 AB1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1988_STAMPING: 10 367 1995
 AB1988_MARK LOGO: SCGS  
 AB1988_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1988+STABILITY: SURFACE MOTION
 AB1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1988+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1988
 AB1988  HISTORY     - Date     Condition        Report By
 AB1988  HISTORY     - 1995     MONUMENTED       SCGS
 AB1988
 AB1988                          STATION DESCRIPTION
 AB1988
 AB1988'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1988'STATION IS LOCATED 1.25 MILES (2.01 KM) NORTHEAST OF MCCLELLANVILLE.
 AB1988'OWNERSHIP--ANDREW GRANT, ROUTE 1, BOX 8, 640 DUPRE ROAD,
 AB1988'MCCLELLANVILLE, SC 29458.  TO REACH THE STATION FROM THE JUNCTION OF
 AB1988'U.S.  HIGHWAYS 17, 701, STATE HIGHWAY 45 AND STATE ROAD 1189 (SOUTH
 AB1988'PINCKNEY STREET) IN MCCLELLANVILLE, GO SOUTH SOUTHEAST ON ROAD 1189
 AB1988'FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF STATE ROAD 9 (PINCKNEY
 AB1988'ROAD) , TURN RIGHT ON ROAD 9 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION
 AB1988'OF STATE ROAD 71 (DUPRE ROAD AND OAK STREET) , TURN LEFT ON ROAD 71
 AB1988'FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF A SAND ROAD LEFT (CHANCE
 AB1988'ROAD) , CONTINUE ON ROAD 71 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF
 AB1988'A CABLE-GATED SAND ROAD RIGHT AND THE STATION ON THE LEFT IN THE FRONT
 AB1988'YARD OF A WOOD-SIDED HOUSE NUMBER 640.  STATION IS A CONCRETE POST
 AB1988'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 39.0 FEET
 AB1988'(11.9 M) NORTH NORTHWEST OF THE CENTER OF ROAD 71, 8.2 FEET (2.5 M)
 AB1988'WEST SOUTHWEST OF THE SAND DRIVE LEADING TO HOUSE AND THE EXTENDED
 AB1988'CENTER OF THE SAND ROAD, 45.9 FEET (14.0 M) SOUTH SOUTHEAST OF THE
 AB1988'SOUTHEAST CORNER OF THE FRONT PORCH OF THE HOUSE, 57.9 FEET (17.6 M)
 AB1988'NORTHEAST OF A POWER POLE WITH A GUY WIRE.  DESCRIBED BY R.W.ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0039 ***********************************************************************
 DF0039  DESIGNATION -  10 744
 DF0039  PID         -  DF0039
 DF0039  STATE/COUNTY-  SC/MCCORMICK
 DF0039  USGS QUAD   -  CLARKS HILL (1986)
 DF0039
 DF0039                         *CURRENT SURVEY CONTROL
 DF0039  ___________________________________________________________________
 DF0039* NAD 83(1986)-  33 42 50.     (N)    082 12 11.     (W)     SCALED    
 DF0039* NAVD 88     -       119.92   (+/-2cm)     393.4    (feet)  VERTCON   
 DF0039  ___________________________________________________________________
 DF0039  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DF0039
 DF0039  VERT ORDER  -  ? (See Below)
 DF0039
 DF0039.The horizontal coordinates were scaled from a topographic map and have
 DF0039.an estimated accuracy of +/- 6 seconds.
 DF0039
 DF0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0039.The vertical order pertains to the NGVD 29 superseded value.
 DF0039
 DF0039.The geoid height was determined by GEOID03.
 DF0039
 DF0039;                    North         East    Units  Estimated Accuracy
 DF0039;SPC SC       -   209,200.      498,110.      MT  (+/- 180 meters Scaled)
 DF0039
 DF0039                          SUPERSEDED SURVEY CONTROL
 DF0039
 DF0039  NGVD 29 (??/??/92)  120.137  (m)          394.15   (f) ADJ UNCH    ?  
 DF0039
 DF0039.Superseded values are not recommended for survey control.
 DF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0039.See file dsdata.txt to determine how the superseded data were derived.
 DF0039
 DF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT885310(NAD 83)
 DF0039_MARKER: S = SPIKE
 DF0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0039_SP_SET: TREE
 DF0039_PROJECTION: FLUSH
 DF0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0039
 DF0039  HISTORY     - Date     Condition        Report By
 DF0039  HISTORY     - UNK      MONUMENTED       SCHD
 DF0039  HISTORY     - 1934     SEE DESCRIPTION  NGS
 DF0039  HISTORY     - 19970710 MARK NOT FOUND   SCGS
 DF0039
 DF0039                          STATION DESCRIPTION
 DF0039
 DF0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DF0039'1.6 MI S FROM MODOC.
 DF0039'1.6 MILES SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0039'FROM MODOC, MCCORMICK COUNTY, 0.1 MILE SOUTH OF MILEPOST 27, 100
 DF0039'FEET WEST OF THE WEST RAIL, AND IN A 12-INCH PINE TREE.  A
 DF0039'RAILROAD SPIKE.  NOTE-- IT WAS REPORTED IN OCTOBER 1934, THAT
 DF0039'THERE WERE TWO SPIKES IN THE TREE.  IT IS NOT KNOWN WHICH OF THE
 DF0039'TWO IS REFERRED TO ABOVE.
 DF0039
 DF0039                          STATION RECOVERY (1997)
 DF0039
 DF0039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0039'NOT RECOVERED, FAILED TO LOCATE PINE TREE, PRESUMED DESTROYED.
 DF0039'RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB0478 ***********************************************************************
 EB0478  DESIGNATION -  10 LLB
 EB0478  PID         -  EB0478
 EB0478  STATE/COUNTY-  SC/HORRY
 EB0478  USGS QUAD   -  LORIS (1962)
 EB0478
 EB0478                         *CURRENT SURVEY CONTROL
 EB0478  ___________________________________________________________________
 EB0478* NAD 83(1986)-  34 07 02.     (N)    078 52 33.     (W)     SCALED    
 EB0478* NAVD 88     -        29.437  (meters)      96.58   (feet)  POSTED    
 EB0478  ___________________________________________________________________
 EB0478  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 EB0478  DYNAMIC HT  -          29.410 (meters)      96.49  (feet)  COMP
 EB0478  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 EB0478
 EB0478  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EB0478
 EB0478.The horizontal coordinates were scaled from a topographic map and have
 EB0478.an estimated accuracy of +/- 6 seconds.
 EB0478
 EB0478.The orthometric height was determined by differential leveling
 EB0478.and adjusted by the National Geodetic Survey in 1992..
 EB0478.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EB0478.rate of 1.1 thru 2.0 mm/km.
 EB0478
 EB0478.The geoid height was determined by GEOID03.
 EB0478
 EB0478.The dynamic height is computed by dividing the NAVD 88
 EB0478.geopotential number by the normal gravity value computed on the
 EB0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0478.degrees latitude (g = 980.6199 gals.).
 EB0478
 EB0478.The modeled gravity was interpolated from observed gravity values.
 EB0478
 EB0478;                    North         East    Units  Estimated Accuracy
 EB0478;SPC SC       -   255,290.      805,520.      MT  (+/- 180 meters Scaled)
 EB0478
 EB0478                          SUPERSEDED SURVEY CONTROL
 EB0478
 EB0478  NGVD 29 (03/21/89)   29.748  (m)           97.60   (f) ADJUSTED    1 1
 EB0478
 EB0478.Superseded values are not recommended for survey control.
 EB0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0478.See file dsdata.txt to determine how the superseded data were derived.
 EB0478
 EB0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT959771(NAD 83)
 EB0478_MARKER: DD = SURVEY DISK
 EB0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0478_STAMPING: 98 10 LLB 1962
 EB0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0478+STABILITY: SURFACE MOTION
 EB0478
 EB0478  HISTORY     - Date     Condition        Report By
 EB0478  HISTORY     - 1962     MONUMENTED       USGS
 EB0478  HISTORY     - 1962     GOOD             NGS
 EB0478  HISTORY     - 1979     MARK NOT FOUND   NGS
 EB0478  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 EB0478
 EB0478                          STATION DESCRIPTION
 EB0478
 EB0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EB0478'2.4 MI S FROM TABOR CITY.
 EB0478'ABOUT 2.35 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EB0478'THE STATION AT TABOR CITY, 20 FEET EAST OF THE EAST RAIL, 44
 EB0478'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 701, 78 FEET NORTH OF
 EB0478'A DIRT ROAD CROSSING NO. S 26-141 LEADING WEST AND EAST, 24.5 FEET
 EB0478'SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET BELOW THE LEVEL OF THE
 EB0478'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EB0478
 EB0478                          STATION RECOVERY (1979)
 EB0478
 EB0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 EB0478'NOT RECOVERED.  NOTE=FOUND WHAT LOOKED LIKE THE CONCRETE POST WITH
 EB0478'THE TOP BROKEN OFF.  DISK WAS NOT RECOVERED.
 EB0478
 EB0478                          STATION RECOVERY (2004)
 EB0478
 EB0478'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1256 ***********************************************************************
 DD1256  DESIGNATION -  10 MEA
 DD1256  PID         -  DD1256
 DD1256  STATE/COUNTY-  SC/BERKELEY
 DD1256  USGS QUAD   -  ALVIN (1990)
 DD1256
 DD1256                         *CURRENT SURVEY CONTROL
 DD1256  ___________________________________________________________________
 DD1256* NAD 83(1986)-  33 22 27.     (N)    079 50 25.     (W)     SCALED    
 DD1256* NAVD 88     -        15.915  (meters)      52.21   (feet)  ADJUSTED  
 DD1256  ___________________________________________________________________
 DD1256  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DD1256  DYNAMIC HT  -          15.898 (meters)      52.16  (feet)  COMP
 DD1256  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 DD1256
 DD1256  VERT ORDER  -  FIRST     CLASS II
 DD1256
 DD1256.The horizontal coordinates were scaled from a topographic map and have
 DD1256.an estimated accuracy of +/- 6 seconds.
 DD1256
 DD1256.The orthometric height was determined by differential leveling
 DD1256.and adjusted by the National Geodetic Survey in June 1991..
 DD1256
 DD1256.The geoid height was determined by GEOID03.
 DD1256
 DD1256.The dynamic height is computed by dividing the NAVD 88
 DD1256.geopotential number by the normal gravity value computed on the
 DD1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1256.degrees latitude (g = 980.6199 gals.).
 DD1256
 DD1256.The modeled gravity was interpolated from observed gravity values.
 DD1256
 DD1256;                    North         East    Units  Estimated Accuracy
 DD1256;SPC SC       -   171,480.      717,500.      MT  (+/- 180 meters Scaled)
 DD1256
 DD1256                          SUPERSEDED SURVEY CONTROL
 DD1256
 DD1256  NGVD 29 (03/21/89)   16.215  (m)           53.20   (f) ADJUSTED    1 2
 DD1256
 DD1256.Superseded values are not recommended for survey control.
 DD1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1256.See file dsdata.txt to determine how the superseded data were derived.
 DD1256
 DD1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS078933(NAD 83)
 DD1256_MARKER: DB = BENCH MARK DISK
 DD1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1256_SP_SET: CONCRETE POST
 DD1256_STAMPING: 10 MEA 1981 53
 DD1256_MARK LOGO: USGS  
 DD1256_PROJECTION: FLUSH
 DD1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1256+STABILITY: SURFACE MOTION
 DD1256
 DD1256  HISTORY     - Date     Condition        Report By
 DD1256  HISTORY     - 1981     MONUMENTED       USGS
 DD1256  HISTORY     - 1984     GOOD             SCGS
 DD1256
 DD1256                          STATION DESCRIPTION
 DD1256
 DD1256'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1256'9.25 KM (5.75 MI) SE FROM ST STEPHEN.
 DD1256'9.25 KILOMETERS (5.75 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1256'POST OFFICE IN ST. STEPHEN, SET NEAR A POWER POLE IN THE SOUTH ANGLE
 DD1256'OF THE INTERSECTION OF A SAND ROAD LEADING SOUTH, 13.2 METERS (43.31
 DD1256'FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 DD1256'10.8 METERS (35.43 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DD1256'9.2 METERS (30.18 FEET) EAST-SOUTHEAST OF A LONE 26-INCH PINE TREE,
 DD1256'0.5 METER (1.64 FEET) SOUTHWEST OF THE POWER POLE.
 DD1256'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 DD1256'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE2152 ***********************************************************************
 DE2152  DESIGNATION -  10 SL
 DE2152  PID         -  DE2152
 DE2152  STATE/COUNTY-  SC/LEXINGTON
 DE2152  USGS QUAD   -  POND BRANCH (1986)
 DE2152
 DE2152                         *CURRENT SURVEY CONTROL
 DE2152  ___________________________________________________________________
 DE2152* NAD 83(2001)-  33 43 59.20914(N)    081 13 15.37771(W)     ADJUSTED  
 DE2152* NAVD 88     -       148.9    (meters)     489.     (feet)  VERTCON   
 DE2152  ___________________________________________________________________
 DE2152  X           -     810,414.623 (meters)                     COMP
 DE2152  Y           -  -5,247,643.776 (meters)                     COMP
 DE2152  Z           -   3,521,931.454 (meters)                     COMP
 DE2152  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DE2152  ELLIP HEIGHT-         117.73  (meters)          (12/20/99) GPS OBS
 DE2152  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DE2152
 DE2152  HORZ ORDER  -  SECOND
 DE2152  ELLP ORDER  -  FOURTH    CLASS I
 DE2152
 DE2152.The horizontal coordinates were established by classical geodetic methods
 DE2152.and adjusted by the National Geodetic Survey in March 2004..
 DE2152
 DE2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2152
 DE2152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2152
 DE2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2152
 DE2152.The ellipsoidal height was determined by GPS observations
 DE2152.and is referenced to NAD 83.
 DE2152
 DE2152.The geoid height was determined by GEOID03.
 DE2152
 DE2152;                    North         East     Units Scale Factor Converg.
 DE2152;SPC SC       -   210,699.779   589,129.282   MT  0.99979427   -0 07 21.0
 DE2152;SPC SC       -   691,272.24  1,932,838.85   iFT  0.99979427   -0 07 21.0
 DE2152;UTM  17      - 3,732,586.704   479,533.225   MT  0.99960516   -0 07 21.7
 DE2152
 DE2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2152!SPC SC       -   0.99998152  x   0.99979427  =   0.99977579
 DE2152!UTM  17      -   0.99998152  x   0.99960516  =   0.99958669
 DE2152
 DE2152|---------------------------------------------------------------------|
 DE2152| PID    Reference Object                     Distance      Geod. Az  |
 DE2152|                                                           dddmmss.s |
 DE2152| DE2597 10 SL RM 1                           27.490 METERS 08244     |
 DE2152| DE3163 WOODFORD ECC RESET                  APPROX.11.8 KM 1233406.4 |
 DE2152| DE2135 NORTH WATER TANK                    APPROX.17.2 KM 1395343.4 |
 DE2152| DE2598 10 SL RM 2                           68.321 METERS 33035     |
 DE2152| DE2151 LX 1054                              10.675 METERS 34421     |
 DE2152|---------------------------------------------------------------------|
 DE2152
 DE2152                          SUPERSEDED SURVEY CONTROL
 DE2152
 DE2152  NAD 83(1995)-  33 43 59.20915(N)    081 13 15.37748(W) AD(       ) 2
 DE2152  NAD 83(1986)-  33 43 59.22097(N)    081 13 15.37650(W) AD(       ) 2
 DE2152  NAD 27      -  33 43 58.67600(N)    081 13 16.01500(W) AD(       ) 2
 DE2152  NGVD 29 (02/20/88)  149.2    (m)          490.     (f) GPS OBS        
 DE2152
 DE2152.Superseded values are not recommended for survey control.
 DE2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2152.See file dsdata.txt to determine how the superseded data were derived.
 DE2152
 DE2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7953332587(NAD 83)
 DE2152_MARKER: DB = BENCH MARK DISK
 DE2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE2152_STAMPING: 1934 10 SL
 DE2152_MARK LOGO: USGS  
 DE2152_PROJECTION: PROJECTING 5 CENTIMETERS
 DE2152_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2152+STABILITY: SURFACE MOTION
 DE2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2152+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 DE2152
 DE2152  HISTORY     - Date     Condition        Report By
 DE2152  HISTORY     - 1935     MONUMENTED       CGS
 DE2152  HISTORY     - 1959     GOOD             CGS
 DE2152  HISTORY     - 1985     GOOD             SCGS
 DE2152  HISTORY     - 20011003 GOOD             SCGS
 DE2152
 DE2152                          STATION DESCRIPTION
 DE2152
 DE2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 DE2152'A PRIMARY BENCH MARK OF THE U.S. GEOLOGICAL SURVEY, 11 MILES
 DE2152'NORTHWEST OF NORTH, S.C., 2-1/2 MILES SOUTHEAST OF PELIOM
 DE2152'ON ROUTE U.S. 178, ON THE PROPERTY OF C.O. GLENN.  IT IS IN
 DE2152'THE SOUTHEAST ANGLE OF FARM ROAD CROSSING AND THE HIGHWAY,
 DE2152'35.5 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 86 FT NORTH
 DE2152'OF NORTHWEST CORNER OF MAIN PART OF HOUSE, 122 FT NORTHNORTHEAST
 DE2152'OF WELL, 22 FT SOUTHEAST OF CENTERLINE OF FARM ROAD, 10 FT
 DE2152'EAST BY NORTH OF A 4 IN OAK.  MARK PROJECTS 1 INCH.
 DE2152'ESTABLISHED AS TRIANGULATION STATION AND NEW REFERENCE MARKS
 DE2152'SET.
 DE2152'
 DE2152'R.M. 2 IS 68.321 METERS (224.15 FT) NORTHNORTHWEST OF STATION,
 DE2152'10 PACES NORTHEAST OF CENTERLINE OF HIGHWAY, PROJECTS 6 INCHES.
 DE2152'
 DE2152'R.M. 1 IS 27.490 METERS (90.19 FT) EAST BY NORTH OF STATION,
 DE2152'10 PACES NORTHEAST OF CENTERLINE OF HIGHWAY, 17 PACES SOUTHEAST
 DE2152'OF CENTERLINE OF FARM ROAD, PROJECTS 6 INCHES.
 DE2152'
 DE2152'AZIMUTH MARK LX 1053 (S.C. GEOD.S.) IS 1.0 MILE NORTHWEST OF
 DE2152'STATION AT P.I. OF FIRST CURVE ON A PINE KNOLL, 14 PACES WEST
 DE2152'OF CENTERLINE OF HIGHWAY, FLUSH WITH GROUND.
 DE2152'
 DE2152'STATION LX 1054 IS 10.675 METERS (35.025 FT) NORTHNORTHWEST
 DE2152'OF STATION IN SOUTHWEST ANGLE OF FARM ROAD CROSSING, 5 PACES
 DE2152'NORTHWEST OF CENTERLINE OF FARM ROAD, 6 PACES SOUTHWEST OF
 DE2152'CENTERLINE OF HIGHWAY, ABOUT 12 IN BELOW SURFACE OF GROUND.
 DE2152'
 DE2152'90 FT TOWER USED.
 DE2152'
 DE2152'NO CUTS V.G.
 DE2152
 DE2152                          STATION RECOVERY (1959)
 DE2152
 DE2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 DE2152'RECOVERED STATION AND REFERENCE MARKS IN APPARENT GOOD CONDITION,
 DE2152'EXCEPT THAT THE DISTANCE TO R.M. NO. 2 MEASURED 0.45 FOOT
 DE2152'FARTHER THAN IN 1935 AND ALSO APPEARS TO HAVE BEEN TILTED AWAY
 DE2152'FROM THE STATION.  THE AZIMUTH MARK WAS NOT RECOVERED, AND
 DE2152'THE (S.C. GEOD.S.) MARK NO. LX 1054 TO WHICH TRAVERSE CONNECTION
 DE2152'WAS MADE IS NOW COVERED BY ASPHALT PAVEMENT.
 DE2152'
 DE2152'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BRONZE DISK SET
 DE2152'IN TOP OF A CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE GROUND,
 DE2152'ABOUT 2.6 MILES SE ALONG NO. 178 U.S. HIGHWAY FROM ITS CROSS
 DE2152'JUNCTION WITH NO. 215 S.C. HIGHWAY IN PELION, ON THE CREST
 DE2152'OF A RIDGE, AN ESTIMATED 125 YARDS NW OF NW END OF A LONG
 DE2152'EASY CURVE, 55 FEET NW OF PROJECTED PLANE OF NW WALL OF A
 DE2152'FRAME HOUSE, 36 FEET SW OF CENTER LINE OF 24-FOOT
 DE2152'PORTLAND-AND-ASPHALT CONCRETE PAVEMENT, 0.5 FOOT LOWER THAN
 DE2152'SAME, AND 21 FEET SE OF CENTER LINE OF A WOODS ROAD.
 DE2152'
 DE2152'REFERENCE STAMPED 10 SL NO 1 1935, PROJECTING 0.1
 DE2152'FOOT, IS 27.490 METERS OR 90.19 FEET E N 82 DEG 44 MIN E
 DE2152'FROM THE STATION, 34.5 FT. NE OF CENTER OF HIGHWAY, AND 59
 DE2152'FEET SE OF SE EDGE OF A WOODS.
 DE2152'
 DE2152'REFERENCE STAMPED 10 SL NO 2 1935, PROJECTING 0.1
 DE2152'FOOT IS 224.60 FEET OR 68.458 METERS NORTHWESTERLY
 DE2152'N 29 DEG 25 MIN W FROM THE STATION, 14 YARDS NE OF CENTER
 DE2152'LINE OF A DEPRESSION, 28.5 FEET NE OF CENTER LINE OF HWY.,
 DE2152'AND 1.5 FEET LOWER THAN SAME.
 DE2152'
 DE2152'AZIMUTH MARK, LX 1053 (S.C. GEOD.S.), 1.0 MILES NW
 DE2152'N 45 DEG 30 MIN W FROM THE STATION, ON PINE KNOLL, AND
 DE2152'14 PACES SW OF CENTER LINE OF HWY., APPARENTLY SHOULD BE IN
 DE2152'PLACE, BUT NO EVIDENCE OF IT WAS FOUND AT THIS TIME.
 DE2152
 DE2152                          STATION RECOVERY (1985)
 DE2152
 DE2152'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW)
 DE2152'THE STATION WAS RECOVERED AT THIS DATE.
 DE2152'STATION MARK WAS RECOVERED IN GOOD CONDITION IN YARD OF A PRIVATE
 DE2152'RESIDENCE.  REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.  THE
 DE2152'AZIMUTH MARK WAS NOT RECOVERED.
 DE2152'OWNERSHIP--MINNIE M. GALLOWAY, 3408 RIVER DRIVE, COLUMBIA, SC.
 DE2152'(FROM TAX RECORDS).
 DE2152'
 DE2152'THE STATION IS LOCATED ABOUT 17.6 KM (11.0 MI)
 DE2152'NORTHWEST OF NORTH, S.C.,
 DE2152'4.0 KM (2.5 MI) SOUTHEAST OF PELION ON ROUTE U.S. 178.
 DE2152'OWNERSHIP--MINNIE M. GALLOWAY, 3408 RIVER DRIVE, COLUMBIA, SC.
 DE2152'
 DE2152'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 178 AND STATE
 DE2152'HIGHWAY 302 IN PELION, GO SOUTHWEST FOR 4.25 KM (2.65 MI) ON
 DE2152'HIGHWAY 178 TO AUSTIN COURT ROAD ON THE RIGHT,
 DE2152'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 100 METERS (328.1 FT)
 DE2152'ON HIGHWAY 178 TO HIGH GROUND AND STATION ON THE RIGHT IN NORTHWEST
 DE2152'CORNER OF LARGE YARD OF A FRAME HOUSE.
 DE2152'
 DE2152'THE STATION IS A STANDARD USGS DISK
 DE2152'STAMPED---10 SL 1934 489---,
 DE2152'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 DE2152'30 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED
 DE2152'11.2 METERS (36.7 FT) SOUTHWEST FROM THE ROAD CENTER,
 DE2152'6.5 METERS (21.3 FT) SOUTHEAST FROM A FENCE CORNER POST,
 DE2152'3.4 METERS (11.2 FT) EAST FROM A 40-CM OAK TREE,
 DE2152'39.1 METERS (128.3 FT) NORTHWEST FROM THE DRIVEWAY CENTER,
 DE2152'2.4 METERS (7.9 FT) NORTH-NORTHEAST FROM A UTILITY POLE.
 DE2152'
 DE2152'DESCRIPTIVE TEXT TYPED BY CKP.
 DE2152
 DE2152                          STATION RECOVERY (2001)
 DE2152
 DE2152'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DE2152'STATION IS LOCATED 2.4 MILES SOUTHEAST OF PELION, 17.1 MILES SOUTH OF
 DE2152'LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE2152'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE2152'FROM THE JUNCTION OF U.S. HIGHWAY 178 (MAIN STREET) AND STATE  HIGHWAY
 DE2152'302 (PINE STREET) IN PELION, GO SOUTHEAST ON HIGHWAY 178 FOR 2.7 MILES
 DE2152'TO THE  STATION ON THE RIGHT IN THE NORTH CORNER OF AN OVERGROWN YARD
 DE2152'TO A BURNED HOUSE  NUMBER 802. STATION IS A CONCRETE POST PROJECTING
 DE2152'0.2 FOOT AND 0.5 FOOT BELOW THE HIGHWAY, 36.4 FEET  SOUTHWEST OF THE
 DE2152'CENTER OF THE HIGHWAY, 10.8 FEET EAST OF A 1.5-FOOT OAK TREE, 93.2
 DE2152'FEET  SOUTH OF A TELEPHONE JUNCTION BOX NUMBER 8100/1/8200/1 WITH A
 DE2152'SUPPORT POST, 95.7 FEET  WEST SOUTHWEST OF A POWER POLE 57010, 119.3
 DE2152'FEET NORTHWEST OF THE NORTHWEST END OF A  1.2-FOOT CONCRETE PIPE
 DE2152'CULVERT BENEATH THE ASPHALT ENTRANCE TO THE BURNED HOUSE. RECOVERED BY
 DE2152'J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4382 ***********************************************************************
 CK4382  DESIGNATION -  1002
 CK4382  PID         -  CK4382
 CK4382  STATE/COUNTY-  SC/COLLETON
 CK4382  USGS QUAD   -  YEMASSEE (1988)
 CK4382
 CK4382                         *CURRENT SURVEY CONTROL
 CK4382  ___________________________________________________________________
 CK4382* NAD 83(2001)-  32 41 42.39865(N)    080 45 31.37804(W)     ADJUSTED  
 CK4382* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 CK4382  ___________________________________________________________________
 CK4382  X           -     862,829.941 (meters)                     COMP
 CK4382  Y           -  -5,303,059.275 (meters)                     COMP
 CK4382  Z           -   3,425,538.410 (meters)                     COMP
 CK4382  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CK4382  ELLIP HEIGHT-         -25.19  (meters)          (12/20/99) GPS OBS
 CK4382  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK4382
 CK4382  HORZ ORDER  -  SECOND
 CK4382  ELLP ORDER  -  FOURTH    CLASS I
 CK4382
 CK4382.The horizontal coordinates were established by GPS observations
 CK4382.and adjusted by the National Geodetic Survey in March 2004..
 CK4382
 CK4382.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4382
 CK4382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4382
 CK4382.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4382
 CK4382.The ellipsoidal height was determined by GPS observations
 CK4382.and is referenced to NAD 83.
 CK4382
 CK4382.The geoid height was determined by GEOID03.
 CK4382
 CK4382;                    North         East     Units Scale Factor Converg.
 CK4382;SPC SC       -    95,599.771   632,224.542   MT  0.99993699   +0 08 01.6
 CK4382;SPC SC       -   313,647.54  2,074,227.50   iFT  0.99993699   +0 08 01.6
 CK4382;UTM  17      - 3,617,513.440   522,616.966   MT  0.99960631   +0 07 49.2
 CK4382
 CK4382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4382!SPC SC       -   1.00000396  x   0.99993699  =   0.99994094
 CK4382!UTM  17      -   1.00000396  x   0.99960631  =   0.99961026
 CK4382
 CK4382                          SUPERSEDED SURVEY CONTROL
 CK4382
 CK4382  NAD 83(1995)-  32 41 42.39876(N)    080 45 31.37962(W) AD(       ) 2
 CK4382  NAD 83(1986)-  32 41 42.40887(N)    080 45 31.38198(W) AD(       ) 2
 CK4382  NGVD 29 (09/11/89)    6.7    (m)           22.     (f) GPS OBS        
 CK4382
 CK4382.Superseded values are not recommended for survey control.
 CK4382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4382.See file dsdata.txt to determine how the superseded data were derived.
 CK4382
 CK4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS2261717513(NAD 83)
 CK4382_MARKER: A = ALUMINUM MARKER
 CK4382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4382_SP_SET: CONCRETE POST
 CK4382_STAMPING: 1002
 CK4382_MARK LOGO: SC-013
 CK4382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4382+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK4382
 CK4382  HISTORY     - Date     Condition        Report By
 CK4382  HISTORY     - 1988     MONUMENTED       SC-013
 CK4382  HISTORY     - 20050919 MARK NOT FOUND   SCGS
 CK4382
 CK4382                          STATION DESCRIPTION
 CK4382
 CK4382'DESCRIBED BY BEAUFORT COUNTY SOUTH CAROLINA 1988
 CK4382'STATION IS SET IN SOUTHERN COLLETON COUNTY,SOUTH CAROLINA NEAR
 CK4382'CHEROKEE PLANTATION.
 CK4382'STATION IS AN 18 INCH BY 3/4 INCH ALUMINUM PIN WITH A 2 INCH ALUMINUM
 CK4382'CAP AND MAGNET SET 0.2 FEET BELOW GROUND IN THE CENTER OF A DIRT AND
 CK4382'SAND DRIVE TO THE NORTHEAST, BARB WIRE FENCE TO THE NORTHWEST AND
 CK4382'SOUTHEAST, OPPOSITE THE ENTRANCE TO THE CHEROKEE PLANTATION, AND 300
 CK4382'FEET SOUTH OF THE BEGINNING OF A ROADWAY CURVE.
 CK4382'THIS STATION INTENDED SOLELY AS ADDITIONAL AERIAL PHOTOGRAPHICAL
 CK4382'CONTROL AND NOT SET INTENTIONALLY AS A RECOVERABLE MARK.
 CK4382
 CK4382                          STATION RECOVERY (2005)
 CK4382
 CK4382'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK4382'DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING
 CK4382'REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS
 CK4382'STATION WITH NO RESULTS, 20 MINUTE SEARCH WAS CONDUCTED, POSITION AND
 CK4382'DESCRIPTION LED TO THE CENTER OF A GRAVEL ROAD, PRESUMED DESTROYED DUE
 CK4382'TO ROAD MAINTENANCE (SCRAPING BLADES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5076 ***********************************************************************
 DG5076  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5076  DESIGNATION -  102 103
 DG5076  PID         -  DG5076
 DG5076  STATE/COUNTY-  SC/YORK
 DG5076  USGS QUAD   -  ROCK HILL WEST (1984)
 DG5076
 DG5076                         *CURRENT SURVEY CONTROL
 DG5076  ___________________________________________________________________
 DG5076* NAD 83(2001)-  34 54 54.99397(N)    081 04 58.71463(W)     ADJUSTED  
 DG5076* NAVD 88     -       180.60   (meters)     592.5    (feet)  GPS OBS   
 DG5076  ___________________________________________________________________
 DG5076  X           -     811,590.508 (meters)                     COMP
 DG5076  Y           -  -5,172,653.035 (meters)                     COMP
 DG5076  Z           -   3,630,249.347 (meters)                     COMP
 DG5076  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DG5076  ELLIP HEIGHT-         149.97  (meters)          (01/16/04) GPS OBS
 DG5076  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DG5076
 DG5076  HORZ ORDER  -  FIRST
 DG5076  ELLP ORDER  -  FOURTH    CLASS II
 DG5076
 DG5076.The horizontal coordinates were established by GPS observations
 DG5076.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in January 2004..
 DG5076
 DG5076.The orthometric height was determined by GPS observations and a
 DG5076.high-resolution geoid model using precise GPS observation and
 DG5076.processing techniques.
 DG5076
 DG5076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5076
 DG5076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5076
 DG5076.The ellipsoidal height was determined by GPS observations
 DG5076.and is referenced to NAD 83.
 DG5076
 DG5076.The geoid height was determined by GEOID03.
 DG5076
 DG5076;                    North         East     Units Scale Factor Converg.
 DG5076;SPC SC       -   341,799.999   602,017.220   MT  1.00003016   -0 02 45.6
 DG5076;SPC SC       - 1,121,391.07  1,975,122.11   iFT  1.00003016   -0 02 45.6
 DG5076;UTM  17      - 3,863,650.713   492,420.479   MT  0.99960071   -0 02 51.0
 DG5076
 DG5076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5076!SPC SC       -   0.99997646  x   1.00003016  =   1.00000662
 DG5076!UTM  17      -   0.99997646  x   0.99960071  =   0.99957718
 DG5076
 DG5076:                Primary Azimuth Mark                     Grid Az
 DG5076:SPC SC       -  102 1539                                 317 01 42.7
 DG5076:UTM  17      -  102 1539                                 317 01 48.1
 DG5076
 DG5076|---------------------------------------------------------------------|
 DG5076| PID    Reference Object                     Distance      Geod. Az  |
 DG5076|                                                           dddmmss.s |
 DG5076| DG5077 102 1539                            APPROX. 0.8 KM 3165857.1 |
 DG5076|---------------------------------------------------------------------|
 DG5076
 DG5076                          SUPERSEDED SURVEY CONTROL
 DG5076
 DG5076  NAD 83(1986)-  34 54 55.00840(N)    081 04 58.72377(W) AD(       ) 1
 DG5076
 DG5076.Superseded values are not recommended for survey control.
 DG5076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5076.See file dsdata.txt to determine how the superseded data were derived.
 DG5076
 DG5076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9242063651(NAD 83)
 DG5076_MARKER: DD = SURVEY DISK
 DG5076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5076_STAMPING: 102-103 2003
 DG5076_MARK LOGO: SCGS  
 DG5076_PROJECTION: FLUSH
 DG5076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5076+STABILITY: SURFACE MOTION
 DG5076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5076+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 DG5076
 DG5076  HISTORY     - Date     Condition        Report By
 DG5076  HISTORY     - 20030625 MONUMENTED       SCGS
 DG5076
 DG5076                          STATION DESCRIPTION
 DG5076
 DG5076'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG5076'STATION IS LOCATED 3.2 MILES WEST OF ROCK HILL, 10.3 MILES EAST
 DG5076'SOUTHEAST OF YORK. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DG5076'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.TO REACH THE STATION
 DG5076'FROM THE JUNCTION OF STATE HIGHWAYS 901 (HECKLE BOULEVARD) AND 322
 DG5076'(SOUTH CHERRY STREET), 1.9 MILES WEST NORTHWEST OF ROCK HILL, GO WEST
 DG5076'ON HIGHWAY 322 FOR 2.2 MILES TO THE JUNCTION OF STATE ROAD 102 (FALLS
 DG5076'ROAD), TURN LEFT ON ROAD 102 FOR 0.4 MILE TO THE JUNCTION OF STATE
 DG5076'ROAD 1539 (WILLOW LANE), CONTINUE ON ROAD 102 FOR 0.5 MILE TO THE
 DG5076'STATION ON THE LEFT NEAR A POWER POLE IN THE NORTH ANGLE OF THE
 DG5076'JUNCTION OF STATE ROAD 103 (OAK PARK ROAD).STATION IS A CONCRETE POST
 DG5076'FLUSH WITH THE GROUND AND LEVEL WITH ROAD 102, 34.6 FEET EAST
 DG5076'NORTHEAST OF THE CENTER OF ROAD 102, 44.1 FEET NORTH NORTHWEST OF THE
 DG5076'CENTER OF ROAD 103, 5.8 FEET SOUTH OF A POWER POLE WITH THREE GUY
 DG5076'WIRES, 4.2 FEET SOUTH SOUTHWEST OF A TELEPHONE JUNCTION BOX 22BAE/1,
 DG5076'10.3 FEET WEST NORTHWEST OF THE WEST CORNER OF A CONCRETE DRIVEWAY FOR
 DG5076'A VINYL-SIDED HOUSE NUMBER 1121, 68.8 FEET SOUTHWEST OF THE SOUTH
 DG5076'CORNER OF HOUSE NUMBER 1121.NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DG5076'STATION 102 1539.DESCRIBED BY R.P. MCKEOWN.
 DG5076' 
 DG5076'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5077 ***********************************************************************
 DG5077  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5077  DESIGNATION -  102 1539
 DG5077  PID         -  DG5077
 DG5077  STATE/COUNTY-  SC/YORK
 DG5077  USGS QUAD   -  ROCK HILL WEST (1984)
 DG5077
 DG5077                         *CURRENT SURVEY CONTROL
 DG5077  ___________________________________________________________________
 DG5077* NAD 83(2001)-  34 55 13.62211(N)    081 05 19.81807(W)     ADJUSTED  
 DG5077* NAVD 88     -       181.03   (meters)     593.9    (feet)  GPS OBS   
 DG5077  ___________________________________________________________________
 DG5077  X           -     811,010.431 (meters)                     COMP
 DG5077  Y           -  -5,172,411.754 (meters)                     COMP
 DG5077  Z           -   3,630,720.306 (meters)                     COMP
 DG5077  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DG5077  ELLIP HEIGHT-         150.39  (meters)          (01/16/04) GPS OBS
 DG5077  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DG5077
 DG5077  HORZ ORDER  -  FIRST
 DG5077  ELLP ORDER  -  FOURTH    CLASS II
 DG5077
 DG5077.The horizontal coordinates were established by GPS observations
 DG5077.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in January 2004..
 DG5077
 DG5077.The orthometric height was determined by GPS observations and a
 DG5077.high-resolution geoid model using precise GPS observation and
 DG5077.processing techniques.
 DG5077
 DG5077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5077
 DG5077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5077
 DG5077.The ellipsoidal height was determined by GPS observations
 DG5077.and is referenced to NAD 83.
 DG5077
 DG5077.The geoid height was determined by GEOID03.
 DG5077
 DG5077;                    North         East     Units Scale Factor Converg.
 DG5077;SPC SC       -   342,374.514   601,482.009   MT  1.00003213   -0 02 57.3
 DG5077;SPC SC       - 1,123,275.96  1,973,366.17   iFT  1.00003213   -0 02 57.3
 DG5077;UTM  17      - 3,864,224.996   491,885.514   MT  0.99960081   -0 03 03.1
 DG5077
 DG5077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5077!SPC SC       -   0.99997639  x   1.00003213  =   1.00000852
 DG5077!UTM  17      -   0.99997639  x   0.99960081  =   0.99957721
 DG5077
 DG5077:                Primary Azimuth Mark                     Grid Az
 DG5077:SPC SC       -  102 103                                  137 01 42.3
 DG5077:UTM  17      -  102 103                                  137 01 48.1
 DG5077
 DG5077|---------------------------------------------------------------------|
 DG5077| PID    Reference Object                     Distance      Geod. Az  |
 DG5077|                                                           dddmmss.s |
 DG5077| DG5076 102 103                             APPROX. 0.8 KM 1365845.0 |
 DG5077|---------------------------------------------------------------------|
 DG5077
 DG5077                          SUPERSEDED SURVEY CONTROL
 DG5077
 DG5077  NAD 83(1986)-  34 55 13.63654(N)    081 05 19.82696(W) AD(       ) 1
 DG5077
 DG5077.Superseded values are not recommended for survey control.
 DG5077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5077.See file dsdata.txt to determine how the superseded data were derived.
 DG5077
 DG5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9188664225(NAD 83)
 DG5077_MARKER: DD = SURVEY DISK
 DG5077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5077_STAMPING: 102-1539 2003
 DG5077_MARK LOGO: SCGS  
 DG5077_PROJECTION: FLUSH
 DG5077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5077+STABILITY: SURFACE MOTION
 DG5077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5077+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 DG5077
 DG5077  HISTORY     - Date     Condition        Report By
 DG5077  HISTORY     - 20030617 MONUMENTED       SCGS
 DG5077
 DG5077                          STATION DESCRIPTION
 DG5077
 DG5077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG5077'STATION IS LOCATED 3.6 MILES WEST OF ROCK HILL, 10.0 MILES EAST
 DG5077'SOUTHEAST OF YORK. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DG5077'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.TO REACH THE STATION
 DG5077'FROM THE JUNCTION OF STATE HIGHWAYS 901 (HECKLE BOULEVARD) AND 322
 DG5077'(SOUTH CHERRY STREET), 1.9 MILES WEST NORTHWEST OF ROCK HILL, GO WEST
 DG5077'ON HIGHWAY 322 FOR 2.2 MILES TO THE JUNCTION OF STATE ROAD 102 (FALLS
 DG5077'ROAD), TURN LEFT ON ROAD 102 FOR 0.4 MILE TO THE STATION ON THE RIGHT
 DG5077'IN THE SOUTH ANGLE OF THE JUNCTION OF STATE ROAD 1539 (WILLOW
 DG5077'ANE).STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 DG5077'ROAD 1539, 62.8 FEET WEST SOUTHWEST OF THE CENTER OF ROAD 102, 24.8
 DG5077'FEET SOUTH SOUTHEAST OF THE CENTER OF ROAD 1539, 42.3 FEET WEST
 DG5077'SOUTHWEST OF THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH
 DG5077'ROAD 1539, 62.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOOD-SIDED
 DG5077'STORAGE BUILDING, 91.8 FEET NORTH OF THE NORTH CORNER OF A BRICK HOUSE
 DG5077'NUMBER 1349.NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 102
 DG5077'03DESCRIBED BY R.P. MCKEOWN.
 DG5077' 
 DG5077'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0765 ***********************************************************************
 DE0765  DESIGNATION -  103
 DE0765  PID         -  DE0765
 DE0765  STATE/COUNTY-  SC/ALLENDALE
 DE0765  USGS QUAD   -  MARTIN (1989)
 DE0765
 DE0765                         *CURRENT SURVEY CONTROL
 DE0765  ___________________________________________________________________
 DE0765* NAD 83(1986)-  33 04 36.     (N)    081 27 04.     (W)     SCALED    
 DE0765* NAVD 88     -        31.11   (+/-2cm)     102.1    (feet)  VERTCON   
 DE0765  ___________________________________________________________________
 DE0765  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DE0765
 DE0765  VERT ORDER  -  ? (See Below)
 DE0765
 DE0765.The horizontal coordinates were scaled from a topographic map and have
 DE0765.an estimated accuracy of +/- 6 seconds.
 DE0765
 DE0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0765.The vertical order pertains to the NGVD 29 superseded value.
 DE0765
 DE0765.The geoid height was determined by GEOID03.
 DE0765
 DE0765;                    North         East    Units  Estimated Accuracy
 DE0765;SPC SC       -   137,980.      567,490.      MT  (+/- 180 meters Scaled)
 DE0765
 DE0765                          SUPERSEDED SURVEY CONTROL
 DE0765
 DE0765  NGVD 29 (??/??/92)   31.385  (m)          102.97   (f) ADJ UNCH    ?  
 DE0765
 DE0765.Superseded values are not recommended for survey control.
 DE0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0765.See file dsdata.txt to determine how the superseded data were derived.
 DE0765
 DE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS578598(NAD 83)
 DE0765_MARKER: P = PIPE CAP
 DE0765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0765_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0765
 DE0765  HISTORY     - Date     Condition        Report By
 DE0765  HISTORY     - UNK      MONUMENTED       USGS
 DE0765  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0765
 DE0765                          STATION DESCRIPTION
 DE0765
 DE0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0765'1.9 MI NW FROM BALDOC.
 DE0765'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 DE0765'ON THIS DATE.  GRADING FOR A SPUR TRACK MAY HAVE CAUSED THIS MARK
 DE0765'TO BE DESTROYED.  REPORTED IN JANUARY 1960 AS BEING DISTURBED AND
 DE0765'LEANING.  1.9 MILES WEST-NORTHWEST ALONG THE CHARLESTON AND
 DE0765'WESTERN CAROLINA RAILROAD FROM THE CROSSING OF NO. 37 S.C. HIGHWAY
 DE0765'AT BALDOC, AT A WOODS ROAD CROSSING, 23 FEET WEST-NORTHWEST OF
 DE0765'THE WEST-NORTHWEST END OF THE NORTH-NORTHEAST SIDE OF AN ESTIMATED
 DE0765'75-YARD CUT, 25.3 FEET NORTH-NORTHEAST OF NORTHEAST RAIL,
 DE0765'1.4 FEET HIGHER THAN TOP OF SAME, 17 FEET WEST-NORTHWEST OF
 DE0765'THE CENTER OF THE WOODS ROAD, AND PROJECTING 0.6 FOOT ONLY 0.2
 DE0765'FOOT ABOVE THE GENERAL LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1519 ***********************************************************************
 DE1519  DESIGNATION -  104
 DE1519  PID         -  DE1519
 DE1519  STATE/COUNTY-  SC/BERKELEY
 DE1519  USGS QUAD   -  EADYTOWN (1987)
 DE1519
 DE1519                         *CURRENT SURVEY CONTROL
 DE1519  ___________________________________________________________________
 DE1519* NAD 83(1986)-  33 26 49.     (N)    080 09 48.     (W)     SCALED    
 DE1519* NAVD 88     -        26.211  (meters)      85.99   (feet)  ADJUSTED  
 DE1519  ___________________________________________________________________
 DE1519  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DE1519  DYNAMIC HT  -          26.184 (meters)      85.91  (feet)  COMP
 DE1519  MODELED GRAV-     979,611.8   (mgal)                       NAVD 88
 DE1519
 DE1519  VERT ORDER  -  FIRST     CLASS II
 DE1519
 DE1519.The horizontal coordinates were scaled from a topographic map and have
 DE1519.an estimated accuracy of +/- 6 seconds.
 DE1519
 DE1519.The orthometric height was determined by differential leveling
 DE1519.and adjusted by the National Geodetic Survey in June 1991..
 DE1519
 DE1519.The geoid height was determined by GEOID03.
 DE1519
 DE1519.The dynamic height is computed by dividing the NAVD 88
 DE1519.geopotential number by the normal gravity value computed on the
 DE1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1519.degrees latitude (g = 980.6199 gals.).
 DE1519
 DE1519.The modeled gravity was interpolated from observed gravity values.
 DE1519
 DE1519;                    North         East    Units  Estimated Accuracy
 DE1519;SPC SC       -   179,260.      687,380.      MT  (+/- 180 meters Scaled)
 DE1519
 DE1519                          SUPERSEDED SURVEY CONTROL
 DE1519
 DE1519  NGVD 29 (03/21/89)   26.509  (m)           86.97   (f) ADJUSTED    1 2
 DE1519
 DE1519.Superseded values are not recommended for survey control.
 DE1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1519.See file dsdata.txt to determine how the superseded data were derived.
 DE1519
 DE1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT777011(NAD 83)
 DE1519_MARKER: DB = BENCH MARK DISK
 DE1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1519_SP_SET: CONCRETE POST
 DE1519_STAMPING: 1977 - NO. 104
 DE1519_MARK LOGO: SCSC  
 DE1519_PROJECTION: RECESSED 15 CENTIMETERS
 DE1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1519+STABILITY: SURFACE MOTION
 DE1519
 DE1519  HISTORY     - Date     Condition        Report By
 DE1519  HISTORY     - 1977     MONUMENTED       SCSC
 DE1519  HISTORY     - 1985     GOOD             SCGS
 DE1519
 DE1519                          STATION DESCRIPTION
 DE1519
 DE1519'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1519'4.2 KM (2.6 MI) NNW FROM EADYTOWN.
 DE1519'10.3 KILOMETERS (6.4 MILES) SOUTHEAST ALONG STATE HIGHWAY 260 FROM THE
 DE1519'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN TO THE END OF PAVEMENT,
 DE1519'CONTINUE 0.1 KILOMETER (0.05 MILE) SOUTHEAST ALONG A GRAVEL ROAD TO A
 DE1519'CHAIN LINK FENCE AND GATE, CONTINUE 8.4 KILOMETERS (5.2 MILES)
 DE1519'SOUTHEAST ALONG THE SANTEE COOPER DAM, SET IN THE VEE OF A GRAVEL ROAD
 DE1519'LEADING EAST-SOUTHEAST, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF THE
 DE1519'SOUTH END OF A LARGE CONCRETE SPILLWAY, 6.95 METERS (22.8 FEET)
 DE1519'EAST-NORTHEAST OF THE EDGE OF A CONCRETE RETAINING WALL, 30.8 METERS
 DE1519'(101.05 FEET) SOUTH-SOUTHEAST OF THE INTERSECTION OF THE APPROXIMATE
 DE1519'CENTER OF THE GRAVEL ROADS, 4.9 METERS (16.08 FEET) SOUTHWEST OF THE
 DE1519'APPROXIMATE CENTER OF THE GRAVEL ROAD LEADING EAST-SOUTHEAST.
 DE1519'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 DE1519'THE MARK IS ABOVE LEVEL WITH TOP OF DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1761 ***********************************************************************
 EC1761  DESIGNATION -  104 DOP
 EC1761  PID         -  EC1761
 EC1761  STATE/COUNTY-  SC/LAURENS
 EC1761  USGS QUAD   -  JOANNA (1971)
 EC1761
 EC1761                         *CURRENT SURVEY CONTROL
 EC1761  ___________________________________________________________________
 EC1761* NAD 83(2001)-  34 23 46.24649(N)    081 51 02.67301(W)     ADJUSTED  
 EC1761* NAVD 88     -       208.7    (meters)     685.     (feet)  VERTCON   
 EC1761  ___________________________________________________________________
 EC1761  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 EC1761  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EC1761
 EC1761  HORZ ORDER  -  SECOND
 EC1761
 EC1761.The horizontal coordinates were established by classical geodetic methods
 EC1761.and adjusted by the National Geodetic Survey in March 2004..
 EC1761
 EC1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1761
 EC1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1761
 EC1761.The geoid height was determined by GEOID03.
 EC1761
 EC1761;                    North         East     Units Scale Factor Converg.
 EC1761;SPC SC       -   284,536.452   531,381.837   MT  0.99987396   -0 28 17.9
 EC1761;SPC SC       -   933,518.54  1,743,378.73   iFT  0.99987396   -0 28 17.9
 EC1761;UTM  17      - 3,806,412.981   421,801.337   MT  0.99967537   -0 28 50.2
 EC1761
 EC1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1761!SPC SC       -   0.99997200  x   0.99987396  =   0.99984597
 EC1761!UTM  17      -   0.99997200  x   0.99967537  =   0.99964738
 EC1761
 EC1761                          SUPERSEDED SURVEY CONTROL
 EC1761
 EC1761  NAD 83(1986)-  34 23 46.25511(N)    081 51 02.68006(W) AD(       ) 2
 EC1761  NAD 27      -  34 23 45.78309(N)    081 51 03.29132(W) AD(       ) 2
 EC1761  NGVD 29 (07/19/86)  208.8    (m)          685.     (f) VERT ANG       
 EC1761
 EC1761.Superseded values are not recommended for survey control.
 EC1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1761.See file dsdata.txt to determine how the superseded data were derived.
 EC1761
 EC1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2180106413(NAD 83)
 EC1761_MARKER: DD = SURVEY DISK
 EC1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1761_SP_SET: CONCRETE POST
 EC1761_STAMPING: 646 104 DOP 1966
 EC1761_MARK LOGO: USGS  
 EC1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1761+STABILITY: SURFACE MOTION
 EC1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1761+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1990
 EC1761
 EC1761  HISTORY     - Date     Condition        Report By
 EC1761  HISTORY     - 1966     MONUMENTED       USGS
 EC1761  HISTORY     - 1967     GOOD             USGS
 EC1761  HISTORY     - 19900509 GOOD             SCGS
 EC1761  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 EC1761
 EC1761                          STATION DESCRIPTION
 EC1761
 EC1761'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (AAS)
 EC1761'STATION IS LOCATED ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY
 EC1761'66 FROM THE POST OFFICE IN JOANNA.
 EC1761'
 EC1761'STATION MARK IS A STANDARD TABLET STAMPED 104 DOP 1966 646
 EC1761'IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 48 FEET WEST AND
 EC1761'14 FEET NORTH OF CENTERLINE OF CROSSROADS, 2 FEET EAST OF A
 EC1761'TELEPHONE POLE AND 1 FOOT SOUTH OF A WITNESS POST.
 EC1761'
 EC1761'A TRAVERSE CONNECTION WAS MADE TO STATION BUFORD ET 1967.
 EC1761
 EC1761                          STATION RECOVERY (1990)
 EC1761
 EC1761'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1761'STATION IS LOCATED IN THE WEST ANGLE OF THE JUNCTION OF STATE HIGHWAYS
 EC1761'56 AND 66 (2.55 MILES SOUTHWEST OF JOANNA, 5.5 MILES SOUTH SOUTHWEST
 EC1761'OF CLINTON). OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 EC1761'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC1761'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE
 EC1761'HIGHWAYS, 28.8 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 56, 37.1 FEET
 EC1761'NORTHWEST OF THE CENTER OF HIGHWAY 66, 12.7 FEET SOUTHEAST OF A
 EC1761'3-FOOT HIGH METAL PHONE JUNCTION BOX NUMBER 24, 12.7 FEET NORTHEAST
 EC1761'OF A WITNESS POST.
 EC1761'RECOVERED BY T. HALL.
 EC1761
 EC1761                          STATION RECOVERY (1999)
 EC1761
 EC1761'RECOVERY NOTE BY US POWER SQUADRON 1999
 EC1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0333 ***********************************************************************
 DE0333  DESIGNATION -  105
 DE0333  PID         -  DE0333
 DE0333  STATE/COUNTY-  SC/SUMTER
 DE0333  USGS QUAD   -  WEDGEFIELD (1982)
 DE0333
 DE0333                         *CURRENT SURVEY CONTROL
 DE0333  ___________________________________________________________________
 DE0333* NAD 83(1986)-  33 53 05.     (N)    080 33 16.     (W)     SCALED    
 DE0333* NAVD 88     -        31.87   (+/-2cm)     104.6    (feet)  VERTCON   
 DE0333  ___________________________________________________________________
 DE0333  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DE0333
 DE0333  VERT ORDER  -  ? (See Below)
 DE0333
 DE0333.The horizontal coordinates were scaled from a topographic map and have
 DE0333.an estimated accuracy of +/- 6 seconds.
 DE0333
 DE0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0333.The vertical order pertains to the NGVD 29 superseded value.
 DE0333
 DE0333.The geoid height was determined by GEOID03.
 DE0333
 DE0333;                    North         East    Units  Estimated Accuracy
 DE0333;SPC SC       -   227,580.      650,810.      MT  (+/- 180 meters Scaled)
 DE0333
 DE0333                          SUPERSEDED SURVEY CONTROL
 DE0333
 DE0333  NGVD 29 (??/??/92)   32.145  (m)          105.46   (f) ADJ UNCH    ?  
 DE0333
 DE0333.Superseded values are not recommended for survey control.
 DE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0333.See file dsdata.txt to determine how the superseded data were derived.
 DE0333
 DE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT412494(NAD 83)
 DE0333_MARKER: P = PIPE CAP
 DE0333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0333_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0333_STAMPING: 105 1918
 DE0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0333
 DE0333  HISTORY     - Date     Condition        Report By
 DE0333  HISTORY     - 1918     MONUMENTED       USGS
 DE0333  HISTORY     - 1960     MARK NOT FOUND   NGS
 DE0333
 DE0333                          STATION DESCRIPTION
 DE0333
 DE0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0333'AT MALTA.
 DE0333'AT MALTA, SUMTER COUNTY, ON THE ATLANTIC COAST LINE RAILROAD, 98
 DE0333'FEET EAST OF THE STATION, AND 7 FEET SOUTH OF THE SOUTH RAIL
 DE0333'OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DE0333'CAP, STAMPED 105 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 DE0333'PIPE PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0231 ***********************************************************************
 DE0231  DESIGNATION -  109
 DE0231  PID         -  DE0231
 DE0231  STATE/COUNTY-  SC/ORANGEBURG
 DE0231  USGS QUAD   -  BRANCHVILLE NORTH (1982)
 DE0231
 DE0231                         *CURRENT SURVEY CONTROL
 DE0231  ___________________________________________________________________
 DE0231* NAD 83(1986)-  33 15 32.     (N)    080 51 57.     (W)     SCALED    
 DE0231* NAVD 88     -        32.759  (meters)     107.48   (feet)  ADJUSTED  
 DE0231  ___________________________________________________________________
 DE0231  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DE0231  DYNAMIC HT  -          32.724 (meters)     107.36  (feet)  COMP
 DE0231  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 DE0231
 DE0231  VERT ORDER  -  SECOND    CLASS 0
 DE0231
 DE0231.The horizontal coordinates were scaled from a topographic map and have
 DE0231.an estimated accuracy of +/- 6 seconds.
 DE0231
 DE0231.The orthometric height was determined by differential leveling
 DE0231.and adjusted by the National Geodetic Survey in June 1991..
 DE0231
 DE0231.The geoid height was determined by GEOID03.
 DE0231
 DE0231.The dynamic height is computed by dividing the NAVD 88
 DE0231.geopotential number by the normal gravity value computed on the
 DE0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0231.degrees latitude (g = 980.6199 gals.).
 DE0231
 DE0231.The modeled gravity was interpolated from observed gravity values.
 DE0231
 DE0231;                    North         East    Units  Estimated Accuracy
 DE0231;SPC SC       -   158,100.      622,100.      MT  (+/- 180 meters Scaled)
 DE0231
 DE0231                          SUPERSEDED SURVEY CONTROL
 DE0231
 DE0231  NGVD 29 (??/??/92)   33.066  (m)          108.48   (f) ADJ UNCH    2 0
 DE0231
 DE0231.Superseded values are not recommended for survey control.
 DE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0231.See file dsdata.txt to determine how the superseded data were derived.
 DE0231
 DE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS124799(NAD 83)
 DE0231_MARKER: P = PIPE CAP
 DE0231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0231_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE0231_STAMPING: 108.517 1919
 DE0231_MARK LOGO: USGS  
 DE0231_MAGNETIC: P = MARKER IS A STEEL PIPE
 DE0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE0231+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1989
 DE0231
 DE0231  HISTORY     - Date     Condition        Report By
 DE0231  HISTORY     - 1919     MONUMENTED       USGS
 DE0231  HISTORY     - 1958     GOOD             NGS
 DE0231  HISTORY     - 19891016 GOOD             SCGS
 DE0231
 DE0231                          STATION DESCRIPTION
 DE0231
 DE0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DE0231'3 MI W FROM BRANCHVILLE.
 DE0231'ABOUT 3.0 MILES W ALONG THE SOUTHERN RAILWAY FROM THE STATION
 DE0231'AT BRANCHVILLE, ABOUT MIDWAY OF LARGE PASTURES ON EITHER SIDE OF THE
 DE0231'RAILROAD, ABOUT 426 FEET W OF W END OF A 40-FOOT CREOSOTED TIMBER
 DE0231'BRIDGE WHICH IS ABOUT 175 YARDS W OF ANOTHER 150-FOOT CREOSOTED
 DE0231'BRIDGE, ABOUT 355 FEET W OF THE CENTER OF A SEMI-PUBLIC ROAD CROSSING
 DE0231'WHICH IS EVIDENTLY VEHICLE-ACCESSIBLE ONLY FROM THE NORTH
 DE0231'(DISTANCES FROM COUNTED MEASURED WHOLE LENGTHS OF RAIL AND PACED
 DE0231'FRACTIONAL LENGTHS), 15.5 FEET N OF N RAIL, 2.8 FEET LOWER THAN
 DE0231'TOP OF SAME, 5.7 FEET N OF NO. 3 RAILROAD MILEPOST, IN THE EDGE OF
 DE0231'THE DITCH, PROJECTING A FOOT ABOVE GROUND, THO THE TOP OF THE
 DE0231'MARK IS ABOUT A FOOT LOWER THAN THE GROUND AT THE MILEPOST.
 DE0231
 DE0231                          STATION RECOVERY (1989)
 DE0231
 DE0231'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 DE0231'STATION IS LOCATED 2.9 MILES (4.7 KM) WEST NORTHWEST OF BRANCHVILLE.
 DE0231'OWNERSHIP-RAILROAD RIGHT OF WAY.
 DE0231'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF U.S. HIGHWAYS 21
 DE0231'AND 78 IN BRANCHVILLE, GO WEST NORTHWEST ON HIGHWAY 78 FOR 0.55 MILE
 DE0231'(0.89 KM) TO THE JUNCTION OF STATE ROAD 63, TURN RIGHT ON ROAD 63 FOR
 DE0231'0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 653, TURN LEFT ON
 DE0231'ROAD 63 FOR 2.35 MILES (3.78 KM) TO A SAND ROAD LEFT (OC4152), TURN
 DE0231'LEFT ON THE SAND ROAD FOR 0.75 MILE (1.21 KM) TO A RAILROAD CROSSING,
 DE0231'PROCEED BY FOOT WEST FOR 350 FEET (106.7 M) TO THE STATION BY A
 DE0231'RAILROAD MILE MARKER NUMBER 3.
 DE0231'STATON IS A PIPE MARK WITH CAP PROJECTING 2-INCHES AND IS 1.5 FEET
 DE0231'(0.5 M) BELOW THE TRACKS, 15.6 FEET (4.8 M) NORTH NORTHEAST OF THE
 DE0231'NORTH RAIL, 4.6 FEET (1.4 M) NORTH NORTHEAST OF THE RAILROAD MILE
 DE0231'MARKER, 349.4 FEET (106.5 M) WEST NORTHWEST OF THE CENTER OF THE
 DE0231'CROSSING, 4.6 FEET (1.4 M) NORTH NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1393 ***********************************************************************
 ED1393  DESIGNATION -  10F430 USE
 ED1393  PID         -  ED1393
 ED1393  STATE/COUNTY-  SC/OCONEE
 ED1393  USGS QUAD   -  OAKWAY (1985)
 ED1393
 ED1393                         *CURRENT SURVEY CONTROL
 ED1393  ___________________________________________________________________
 ED1393* NAD 83(2001)-  34 36 39.60716(N)    083 02 20.82801(W)     ADJUSTED  
 ED1393* NAVD 88     -       320.77   (+/-2cm)    1052.4    (feet)  VERTCON   
 ED1393  ___________________________________________________________________
 ED1393  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ED1393  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ED1393
 ED1393  HORZ ORDER  -  SECOND
 ED1393  VERT ORDER  -  THIRD ? (See Below)
 ED1393
 ED1393.The horizontal coordinates were established by classical geodetic methods
 ED1393.and adjusted by the National Geodetic Survey in March 2004..
 ED1393
 ED1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1393.The vertical order pertains to the NGVD 29 superseded value.
 ED1393
 ED1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1393
 ED1393.The geoid height was determined by GEOID03.
 ED1393
 ED1393;                    North         East     Units Scale Factor Converg.
 ED1393;SPC SC       -   309,887.570   422,601.421   MT  0.99992857   -1 07 49.8
 ED1393;SPC SC       - 1,016,691.50  1,386,487.60   iFT  0.99992857   -1 07 49.8
 ED1393;UTM  17      - 3,831,796.235   313,036.620   MT  1.00003086   -1 09 30.8
 ED1393
 ED1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1393!SPC SC       -   0.99995447  x   0.99992857  =   0.99988304
 ED1393!UTM  17      -   0.99995447  x   1.00003086  =   0.99998533
 ED1393
 ED1393                          SUPERSEDED SURVEY CONTROL
 ED1393
 ED1393  NAD 83(1986)-  34 36 39.61466(N)    083 02 20.83117(W) AD(       ) 2
 ED1393  NAD 27      -  34 36 39.25512(N)    083 02 21.29178(W) AD(       ) 2
 ED1393  NGVD 29 (07/19/86)  320.80   (m)         1052.5    (f) LEVELING    3  
 ED1393
 ED1393.Superseded values are not recommended for survey control.
 ED1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1393.See file dsdata.txt to determine how the superseded data were derived.
 ED1393
 ED1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1303731796(NAD 83)
 ED1393_MARKER: DB = BENCH MARK DISK
 ED1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1393_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1393+STABILITY: SURFACE MOTION
 ED1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1393+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003
 ED1393
 ED1393  HISTORY     - Date     Condition        Report By
 ED1393  HISTORY     - 1981     MONUMENTED       USE
 ED1393  HISTORY     - 19950814 GOOD             USPSQD
 ED1393  HISTORY     - 20030417 GOOD             USPSQD
 ED1393
 ED1393                          STATION DESCRIPTION
 ED1393
 ED1393'DESCRIBED BY US ENGINEERS 1981 (VDN)
 ED1393'THE STATION IS LOCATED ABOUT 16 KM (10 MI) WEST-NORTHWEST OF
 ED1393'TOWNVILLE, 12.8 KM (8 MI) SOUTHWEST OF SENECA, 8 KM (5 MI)
 ED1393'SOUTHEAST OF WESTMINSTER AND UNDERNEATH
 ED1393'THE OAKWAY LOOKOUT TOWER.
 ED1393'OWNERSHIP--SOUTH CAROLINA STATE COMMISSION OF FORESTRY,
 ED1393'JOHN M SHIRER, ASSIST STATE FORESTER, PO BOX 21707,
 ED1393'COLUMBIA SC 29221.
 ED1393'
 ED1393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 ED1393'AND 24 AT THE OVERPASS WHICH IS ABOUT 7.2 KM (4.5 MI) SOUTHEAST
 ED1393'OF WESTMINSTER.  GO SOUTHEAST ON STATE HIGHWAY 24 FOR 1.1 KM
 ED1393'(0.7 MI) TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO
 ED1393'NORTHEAST FOR 0.1 KM (0.05 MI) TO THE STATION ON RIGHT
 ED1393'UNDER THE OAKWAY LOOKOUT TOWER.
 ED1393'
 ED1393'THE STATION IS A STANDARD USE DISK
 ED1393'STAMPED---10F430 1952---,
 ED1393'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 ED1393'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 ED1393'16.1 METERS (53.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A PAVED
 ED1393'ROAD,
 ED1393'11.58 METERS (38.0 FT) EAST-NORTHEAST FROM A FENCE AND
 ED1393'4.75 METERS (15.6 FT) WEST FROM THE NORTHEAST LEG OF
 ED1393'THE LOOKOUT TOWER.
 ED1393'
 ED1393'NO LIGHT WAS SHOWN FROM THIS STATION.
 ED1393'A TAPE TRAVERSE TIE WAS MADE TO STATION OAKWAY.
 ED1393
 ED1393                          STATION RECOVERY (1995)
 ED1393
 ED1393'RECOVERY NOTE BY US POWER SQUADRON 1995
 ED1393'RECOVERED IN GOOD CONDITION.
 ED1393
 ED1393                          STATION RECOVERY (2003)
 ED1393
 ED1393'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB)
 ED1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0209 ***********************************************************************
 DD0209  DESIGNATION -  11
 DD0209  PID         -  DD0209
 DD0209  STATE/COUNTY-  SC/HORRY
 DD0209  USGS QUAD   -  BUCKSVILLE (1973)
 DD0209
 DD0209                         *CURRENT SURVEY CONTROL
 DD0209  ___________________________________________________________________
 DD0209* NAD 83(1986)-  33 42 39.     (N)    079 05 53.     (W)     SCALED    
 DD0209* NAVD 88     -         7.04   (+/-2cm)      23.1    (feet)  VERTCON   
 DD0209  ___________________________________________________________________
 DD0209  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DD0209
 DD0209  VERT ORDER  -  ? (See Below)
 DD0209
 DD0209.The horizontal coordinates were scaled from a topographic map and have
 DD0209.an estimated accuracy of +/- 6 seconds.
 DD0209
 DD0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD0209.The vertical order pertains to the NGVD 29 superseded value.
 DD0209
 DD0209.The geoid height was determined by GEOID03.
 DD0209
 DD0209;                    North         East    Units  Estimated Accuracy
 DD0209;SPC SC       -   209,830.      785,860.      MT  (+/- 180 meters Scaled)
 DD0209
 DD0209                          SUPERSEDED SURVEY CONTROL
 DD0209
 DD0209  NGVD 29 (??/??/92)    7.346  (m)           24.10   (f) ADJ UNCH    ?  
 DD0209
 DD0209.Superseded values are not recommended for survey control.
 DD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0209.See file dsdata.txt to determine how the superseded data were derived.
 DD0209
 DD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT762317(NAD 83)
 DD0209_MARKER: N = NAIL
 DD0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0209_SP_SET: TREE
 DD0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0209
 DD0209  HISTORY     - Date     Condition        Report By
 DD0209  HISTORY     - UNK      MONUMENTED       SCHD
 DD0209  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0209
 DD0209                          STATION DESCRIPTION
 DD0209
 DD0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0209'9.6 MI S FROM CONWAY.
 DD0209'9.6 MILES SOUTH ALONG U.S. HIGHWAY 701 FROM MAIN STREET IN CONWAY,
 DD0209'HORRY COUNTY, 69.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DD0209'AT HIGHWAY STATION MARKER 509, 300 FEET SOUTH OF B.M. K 15.
 DD0209'A NAIL AND A WASHER IN THE WEST ROOT OF AN 18-INCH LONE PINE
 DD0209'TREE, AND IS WITNESSED BY A WOODEN ARROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1488 ***********************************************************************
 DE1488  DESIGNATION -  11
 DE1488  PID         -  DE1488
 DE1488  STATE/COUNTY-  SC/BERKELEY
 DE1488  USGS QUAD   -  CROSS (1987)
 DE1488
 DE1488                         *CURRENT SURVEY CONTROL
 DE1488  ___________________________________________________________________
 DE1488* NAD 83(1986)-  33 18 41.     (N)    080 09 58.     (W)     SCALED    
 DE1488* NAVD 88     -        27.745  (meters)      91.03   (feet)  ADJUSTED  
 DE1488  ___________________________________________________________________
 DE1488  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1488  DYNAMIC HT  -          27.716 (meters)      90.93  (feet)  COMP
 DE1488  MODELED GRAV-     979,595.6   (mgal)                       NAVD 88
 DE1488
 DE1488  VERT ORDER  -  FIRST     CLASS II
 DE1488
 DE1488.The horizontal coordinates were scaled from a topographic map and have
 DE1488.an estimated accuracy of +/- 6 seconds.
 DE1488
 DE1488.The orthometric height was determined by differential leveling
 DE1488.and adjusted by the National Geodetic Survey in June 1991..
 DE1488
 DE1488.The geoid height was determined by GEOID03.
 DE1488
 DE1488.The dynamic height is computed by dividing the NAVD 88
 DE1488.geopotential number by the normal gravity value computed on the
 DE1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1488.degrees latitude (g = 980.6199 gals.).
 DE1488
 DE1488.The modeled gravity was interpolated from observed gravity values.
 DE1488
 DE1488;                    North         East    Units  Estimated Accuracy
 DE1488;SPC SC       -   164,230.      687,240.      MT  (+/- 180 meters Scaled)
 DE1488
 DE1488                          SUPERSEDED SURVEY CONTROL
 DE1488
 DE1488  NGVD 29 (03/21/89)   28.043  (m)           92.00   (f) ADJUSTED    1 2
 DE1488
 DE1488.Superseded values are not recommended for survey control.
 DE1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1488.See file dsdata.txt to determine how the superseded data were derived.
 DE1488
 DE1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS776861(NAD 83)
 DE1488_MARKER: DB = BENCH MARK DISK
 DE1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1488_SP_SET: CONCRETE POST
 DE1488_STAMPING: 1977 - NO. 11
 DE1488_MARK LOGO: SCSC  
 DE1488_PROJECTION: RECESSED 7 CENTIMETERS
 DE1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1488+STABILITY: SURFACE MOTION
 DE1488
 DE1488  HISTORY     - Date     Condition        Report By
 DE1488  HISTORY     - 1977     MONUMENTED       SCSC
 DE1488  HISTORY     - 1985     GOOD             SCGS
 DE1488
 DE1488                          STATION DESCRIPTION
 DE1488
 DE1488'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1488'2.7 KM (1.7 MI) SW FROM CROSS.
 DE1488'2.7 KILOMETERS (1.7 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1488'CROSS POST OFFICE, SET NEAR A WIRE FENCE AT THE NORTHEAST CORNER OF A
 DE1488'LARGE CINDER BLOCK BUILDING (GULF GAS STATION) IN THE NORTH ANGLE OF
 DE1488'THE JUNCTION OF COUNTY ROAD S-8-60, 7.3 METERS (23.95 FEET)
 DE1488'NORTH-NORTHEAST OF TELEPHONE JUNCTION BOX CCC5B, 7.2 METERS (23.62
 DE1488'FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.0 METERS (29.53 FEET)
 DE1488'SOUTH-SOUTHEAST OF A LONE 30-INCH PINE TREE, 11.3 METERS (37.07 FEET)
 DE1488'NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 3.5 METERS (11.48
 DE1488'FEET) EAST OF THE WIRE FENCE.
 DE1488'THE MARK IS 0.25 METERS  E FROM A WITNESS POST.
 DE1488'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3297 ***********************************************************************
 FA3297  DESIGNATION -  11 001
 FA3297  PID         -  FA3297
 FA3297  STATE/COUNTY-  SC/CHEROKEE
 FA3297  USGS QUAD   -  COWPENS (1983)
 FA3297
 FA3297                         *CURRENT SURVEY CONTROL
 FA3297  ___________________________________________________________________
 FA3297* NAD 83(2001)-  35 04 09.28550(N)    081 45 55.15521(W)     ADJUSTED  
 FA3297* NAVD 88     -       290.9    (meters)     954.     (feet)  VERTCON   
 FA3297  ___________________________________________________________________
 FA3297  X           -     748,542.184 (meters)                     COMP
 FA3297  Y           -  -5,172,344.709 (meters)                     COMP
 FA3297  Z           -   3,644,305.910 (meters)                     COMP
 FA3297  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FA3297  ELLIP HEIGHT-         258.89  (meters)          (03/27/03) GPS OBS
 FA3297  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 FA3297
 FA3297  HORZ ORDER  -  FIRST
 FA3297  ELLP ORDER  -  FOURTH    CLASS II
 FA3297
 FA3297.The horizontal coordinates were established by classical geodetic methods
 FA3297.and adjusted by the National Geodetic Survey in March 2003..
 FA3297
 FA3297.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3297
 FA3297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3297
 FA3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3297
 FA3297.The ellipsoidal height was determined by GPS observations
 FA3297.and is referenced to NAD 83.
 FA3297
 FA3297.The geoid height was determined by GEOID03.
 FA3297
 FA3297;                    North         East     Units Scale Factor Converg.
 FA3297;SPC SC       -   359,137.965   539,788.351   MT  1.00009242   -0 25 27.5
 FA3297;SPC SC       - 1,178,274.16  1,770,959.16   iFT  1.00009242   -0 25 27.5
 FA3297;UTM  17      - 3,880,989.997   430,221.376   MT  0.99966001   -0 26 23.1
 FA3297
 FA3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3297!SPC SC       -   0.99995936  x   1.00009242  =   1.00005178
 FA3297!UTM  17      -   0.99995936  x   0.99966001  =   0.99961939
 FA3297
 FA3297:                Primary Azimuth Mark                     Grid Az
 FA3297:SPC SC       -  11 001 AZ MK                             064 08 12.3
 FA3297:UTM  17      -  11 001 AZ MK                             064 09 07.9
 FA3297
 FA3297|---------------------------------------------------------------------|
 FA3297| PID    Reference Object                     Distance      Geod. Az  |
 FA3297|                                                           dddmmss.s |
 FA3297| FA3298 11 001 AZ MK                        APPROX. 1.1 KM 0634244.8 |
 FA3297| FA3294 COWPENS C A TANK                    APPROX. 6.4 KM 2224013.0 |
 FA3297| FA3295 COWPENS SPARTANBURG TANK            APPROX. 5.9 KM 2255223.4 |
 FA3297|---------------------------------------------------------------------|
 FA3297
 FA3297                          SUPERSEDED SURVEY CONTROL
 FA3297
 FA3297  NAD 83(1995)-  35 04 09.28560(N)    081 45 55.15506(W) AD(       ) 1
 FA3297  ELLIP H (12/20/99)  258.91   (m)                       GP(       ) 4 1
 FA3297  NAD 83(1986)-  35 04 09.29627(N)    081 45 55.16031(W) AD(       ) 1
 FA3297  NAD 27      -  35 04 08.84074(N)    081 45 55.79091(W) AD(       ) 1
 FA3297  NGVD 29 (11/06/91)  291.0    (m)          955.     (f) GPS OBS        
 FA3297
 FA3297.Superseded values are not recommended for survey control.
 FA3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3297.See file dsdata.txt to determine how the superseded data were derived.
 FA3297
 FA3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU3022180990(NAD 83)
 FA3297_MARKER: DD = SURVEY DISK
 FA3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3297_SP_SET: CONCRETE POST
 FA3297_STAMPING: HORZ 11 001 1981
 FA3297_MARK LOGO: SCGS  
 FA3297_PROJECTION: FLUSH
 FA3297_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3297+STABILITY: SURFACE MOTION
 FA3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3297+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 FA3297
 FA3297  HISTORY     - Date     Condition        Report By
 FA3297  HISTORY     - 1981     MONUMENTED       SCGS
 FA3297  HISTORY     - 1982     GOOD             SCGS
 FA3297  HISTORY     - 19890905 GOOD             SCGS
 FA3297  HISTORY     - 19970324 GOOD             USPSQD
 FA3297  HISTORY     - 20020723 GOOD             SCGS
 FA3297
 FA3297                          STATION DESCRIPTION
 FA3297
 FA3297'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3297'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTHEAST
 FA3297'OF CHESNEE, 8.0 KM (5.0 MI) EAST-SOUTHEAST OF MAYO, 6.4 KM
 FA3297'(4.0 MI) NORTHEAST OF COWPENS, STATION IS SET ALONG ROAD
 FA3297'RIGHT-OF-WAY.
 FA3297'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3297'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA3297'
 FA3297'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF COUNTY
 FA3297'ROAD S-11-39 AND INTERSTATE 85.  GO WESTERLY ALONG S-11-39
 FA3297'FOR 0.2 KM (0.1 MI) TO SIGNS FOR THE FRONTAGE ROAD AND
 FA3297'INTERSTATE 85 SOUTH, TURN LEFT AND GO SOUTHERLY ALONG THE
 FA3297'FRONTAGE ROAD FOR 0.6 KM (0.35 MI) TO THE STATION ON THE
 FA3297'LEFT.
 FA3297'
 FA3297'THE STATION IS A STANDARD SCGS DISK
 FA3297'STAMPED---HORZ 11 001 1981---,
 FA3297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3297'FLUSH WITH GROUND.  IT IS LOCATED
 FA3297'19.3 METERS (63.32 FT) SOUTHEAST FROM THE APPROXIMATE
 FA3297'CENTER OF A GRAVEL DRIVE TO A BRICK HOME,
 FA3297'4.20 METERS (13.80 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 FA3297'CENTER OF FRONTAGE ROAD,
 FA3297'2.28 METERS (7.48 FT) NORTH-NORTHWEST FROM A WIRE
 FA3297'FENCE AND
 FA3297'1.51 METERS (4.94 FT) NORTH-NORTHWEST FROM A METAL
 FA3297'WITNESS POST.
 FA3297'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3297'STAMPED---HORZ 11 001 1981---,
 FA3297'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3297'
 FA3297'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA3297'STAMPED---AZ MK 11 001 1981---,
 FA3297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3297'FLUSH WITH GROUND.  IT IS LOCATED
 FA3297'18.04 METERS (59.20 FT) WEST FROM THE SOUTHERLY POLE
 FA3297'SUPPORTING A BILLBOARD,
 FA3297'11.89 METERS (39.00 FT) NORTH FROM THE APPROXIMATE
 FA3297'CENTER OF THE FRONTAGE ROAD,
 FA3297'1.80 METERS (5.90 FT) NORTH FROM A POWER LINE POLE.
 FA3297'0.76 METER (2.5 FT) SOUTH FROM A METAL WITNESS POST.
 FA3297'
 FA3297'TO REACH AZIMUTH MARK FROM THE OVERPASS JUNCTION
 FA3297'OF COUNTY ROAD S-11-39 AND INTERSTATE 85.  GO WESTERLY ON S-11-39
 FA3297'FOR 0.2 KM (0.1 MI) TO THE FRONTAGE ROAD, TURN RIGHT AND GO
 FA3297'NORTHERLY ALONG THE FRONTAGE ROAD FOR 0.6 KM (0.35 MI)
 FA3297'TO THE AZIMUTH MARK ON THE LEFT, ON TOP OF A 9 METER HIGH
 FA3297'CUT-BANK.
 FA3297'
 FA3297'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FA3297'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3297
 FA3297                          STATION RECOVERY (1989)
 FA3297
 FA3297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA3297'STATION IS LOCATED 4.2 MILES NORTHEAST OF COWPENS AND 6.6 MILES WEST
 FA3297'OF GAFFNEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O BOX
 FA3297'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA3297'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 39 AND
 FA3297'INTERSTATE 85 (4.5 MILES NORTHEAST OF COWPENS), GO NORTH NORTHWEST ON
 FA3297'ROAD 39 FOR 0.05 MILE TO THE JUNCTION OF THE ON-OFF RAMPS OF
 FA3297'INTERSTATE 85 (ALSO STATE ROAD 165), TURN LEFT ON THE RAMP FOR 0.1
 FA3297'MILE TO THE JUNCTION OF A FRONTAGE ROAD, TURN RIGHT ON THE FRONTAGE
 FA3297'ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT AND A BRICK HOUSE WITH A
 FA3297'CONCRETE DRIVE ON THE RIGHT.
 FA3297'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA3297'FRONTAGE ROAD, 133.5 FEET EAST NORTHEAST OF A TELEPHONE JUNCTION BOX,
 FA3297'56.7 FEET SOUTHWEST OF THE EXTENDED CENTER OF THE DRIVEWAY, 13.6 FEET
 FA3297'SOUTHEAST OF THE CENTER OF THE ROAD, 7.5 FEET NORTHWEST OF A WIRE
 FA3297'FENCE LINE, 4.4 FEET NORTHWEST OF A WITNESS POST.
 FA3297'RECOVERED BY J.R. WERNER.
 FA3297
 FA3297                          STATION RECOVERY (1997)
 FA3297
 FA3297'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3297'RECOVERED IN GOOD CONDITION.
 FA3297
 FA3297                          STATION RECOVERY (2002)
 FA3297
 FA3297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA3297'STATION IS LOCATED 4.85 MILES NORTHEAST OF COWPENS, 6.2 MILES WEST OF
 FA3297'GAFFNEY.
 FA3297'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 FA3297'SC 29202, PHONE
 FA3297'803-737-1350.
 FA3297'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 (EXIT
 FA3297'86) AND STATE
 FA3297'ROAD 39 (GREEN RIVER ROAD), 4.55 MILES NORTHEAST OF COWPENS, GO NORTH
 FA3297'NORTHWEST ON
 FA3297'ROAD 39 FOR 0.05 MILE TO THE JUNCTION OF STATE ROAD 8530 LEFT (ALSO
 FA3297'THE ON-OFF RAMP OF
 FA3297'INTERSTATE 85), TURN LEFT ON ROAD 8530 FOR 0.1 MILE TO THE JUNCTION OF
 FA3297'STATE ROAD 665
 FA3297'(WEBBER ROAD), TURN RIGHT ON ROAD 665 FOR 0.25 MILE TO THE STATION ON
 FA3297'THE LEFT NEAR A
 FA3297'FENCE LINE OF INTERSTATE 85 FRONTAGE AND ACROSS FROM A BRICK HOUSE
 FA3297'NUMBER 230.
 FA3297'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA3297'ROAD, 13.0 FEET
 FA3297'SOUTHEAST OF THE CENTER OF THE ROAD, 7.5 FEET NORTH NORTHWEST OF THE
 FA3297'FENCE LINE, 60.0
 FA3297'FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE DRIVEWAY LEADING TO
 FA3297'THE BRICK
 FA3297'HOUSE, 74.9 FEET WEST SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER
 FA3297'212, 6.6 FEET
 FA3297'NORTHWEST OF A WITNESS POST.
 FA3297'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 11 001 AZ MK.
 FA3297'RECOVERED BY T. HALL.
 FA3297' 
 FA3297' 
 FA3297' 
 FA3297'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3298 ***********************************************************************
 FA3298  DESIGNATION -  11 001 AZ MK
 FA3298  PID         -  FA3298
 FA3298  STATE/COUNTY-  SC/CHEROKEE
 FA3298  USGS QUAD   -  COWPENS (1983)
 FA3298
 FA3298                         *CURRENT SURVEY CONTROL
 FA3298  ___________________________________________________________________
 FA3298* NAD 83(2001)-  35 04 24.94852(N)    081 45 16.58067(W)     ADJUSTED  
 FA3298* NAVD 88     -       271.4    (meters)     890.     (feet)  VERTCON   
 FA3298  ___________________________________________________________________
 FA3298  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FA3298  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 FA3298
 FA3298  HORZ ORDER  -  SECOND
 FA3298
 FA3298.The horizontal coordinates were established by classical geodetic methods
 FA3298.and adjusted by the National Geodetic Survey in March 2004..
 FA3298
 FA3298.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3298
 FA3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3298
 FA3298.The geoid height was determined by GEOID03.
 FA3298
 FA3298;                    North         East     Units Scale Factor Converg.
 FA3298;SPC SC       -   359,613.500   540,769.281   MT  1.00009429   -0 25 06.1
 FA3298;SPC SC       - 1,179,834.32  1,774,177.43   iFT  1.00009429   -0 25 06.1
 FA3298;UTM  17      - 3,881,465.063   431,202.008   MT  0.99965833   -0 26 01.1
 FA3298
 FA3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3298!SPC SC       -   0.99996238  x   1.00009429  =   1.00005667
 FA3298!UTM  17      -   0.99996238  x   0.99965833  =   0.99962073
 FA3298
 FA3298:                Primary Azimuth Mark                     Grid Az
 FA3298:SPC SC       -  11 001                                   244 08 13.0
 FA3298:UTM  17      -  11 001                                   244 09 08.0
 FA3298
 FA3298|---------------------------------------------------------------------|
 FA3298| PID    Reference Object                     Distance      Geod. Az  |
 FA3298|                                                           dddmmss.s |
 FA3298| FA3297 11 001                              APPROX. 1.1 KM 2434306.9 |
 FA3298|---------------------------------------------------------------------|
 FA3298
 FA3298                          SUPERSEDED SURVEY CONTROL
 FA3298
 FA3298  NAD 83(1986)-  35 04 24.95907(N)    081 45 16.58591(W) AD(       ) 2
 FA3298  NAD 27      -  35 04 24.50204(N)    081 45 17.21682(W) AD(       ) 2
 FA3298  NGVD 29 (07/19/86)  271.5    (m)          891.     (f) VERT ANG       
 FA3298
 FA3298.Superseded values are not recommended for survey control.
 FA3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3298.See file dsdata.txt to determine how the superseded data were derived.
 FA3298
 FA3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU3120281465(NAD 83)
 FA3298_MARKER: DD = SURVEY DISK
 FA3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3298_SP_SET: CONCRETE POST
 FA3298_STAMPING: AZ MK 11 001 1981
 FA3298_MARK LOGO: SCGS  
 FA3298_PROJECTION: FLUSH
 FA3298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3298+STABILITY: SURFACE MOTION
 FA3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3298+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 FA3298
 FA3298  HISTORY     - Date     Condition        Report By
 FA3298  HISTORY     - 1981     MONUMENTED       SCGS
 FA3298  HISTORY     - 1982     GOOD             SCGS
 FA3298  HISTORY     - 19890905 GOOD             SCGS
 FA3298  HISTORY     - 19970324 GOOD             USPSQD
 FA3298  HISTORY     - 20020723 GOOD             SCGS
 FA3298
 FA3298                          STATION DESCRIPTION
 FA3298
 FA3298'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3298'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTHEAST OF
 FA3298'CHESNEE, 8.0 KM (5.0 MI) EAST-OUTHEAST OF MAYO, 6.4 KM
 FA3298'(4.0 MI) NORTHEAST OF COWPENS, STATION IS SET ALONG ROAD
 FA3298'RIGHT-OF-WAY.
 FA3298'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3298'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA3298'
 FA3298'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF COUNTY
 FA3298'ROAD S-11-39 AND INTERSTATE 85.  GO WESTERLY ON S-11-39 FOR
 FA3298'0.2 KM (0.1 MI) TO THE FRONTAGE ROAD, TURN RIGHT AND GO
 FA3298'NORTHERLY ALONG THE FRONTAGE ROAD FOR 0.6 KM (0.35 MI)
 FA3298'TO THE STATION ON THE LEFT, STATION IS SET ON TOP OF A
 FA3298'THIRTY FOOT CUT-BANK.
 FA3298'
 FA3298'THE STATION IS A STANDARD SCGS DISK
 FA3298'STAMPED---AZ MK 11 001 1981---,
 FA3298'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3298'FLUSH WITH GROUND.  IT IS LOCATED
 FA3298'18.04 METERS (59.2 FT) WEST FROM THE MOST SOUTHERN
 FA3298'POLE OF A BILLBOARD SIGN,
 FA3298'11.89 METERS (39.0 FT) NORTH FROM THE APPROXIMATE
 FA3298'CENTER OF FRONTAGE ROAD,
 FA3298'2.1 METERS (6.90 FT) NORTH FROM THE TOP OF A THIRTY
 FA3298'FOOT CUT-BANK,
 FA3298'1.8 METERS (5.9 FT) NORTH FROM A POWERLINE POLE AND
 FA3298'0.76 METER (2.50 FT) SOUTH FROM A METAL WITNESS
 FA3298'POST.
 FA3298'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3298'STAMPED---AZ MK 11 001 1981---,
 FA3298'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3298'
 FA3298'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA3298'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3298
 FA3298                          STATION RECOVERY (1989)
 FA3298
 FA3298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA3298'STATION IS LOCATED 4.8 MILES NORTHEAST OF COWPENS AND 5.9 MILES WEST
 FA3298'OF GAFFNEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O BOX
 FA3298'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA3298'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 39 AND
 FA3298'INTERSTATE 85 (4.5 MILES NORTHEAST OF COWPENS), GO NORTH NORTHWEST ON
 FA3298'ROAD 39 FOR 0.05 MILE TO THE JUNCTION OF THE ON-OFF RAMPS OF
 FA3298'INTERSTATE 85 (ALSO STATE ROAD 165), TURN RIGHT ON ROAD 165 (ALSO OFF
 FA3298'RAMP) FOR 0.05 MILE TO THE JUNCTION OF THE OFF RAMP, TURN LEFT ON ROAD
 FA3298'165 FOR 0.3 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE AT THE
 FA3298'TOP OF A 10-FOOT HIGH BANK, 0.05 MILE WEST SOUTHWEST OF THE JUNCTION
 FA3298'OF MALONE ROAD (GRAVEL ROAD).
 FA3298'STATION IS A CONCRETE POST PROJECTING 3-INCHES AND 10.0 FEET ABOVE THE
 FA3298'ROAD, 39.2 FEET NORTH OF THE CENTER OF THE ROAD, 59.0 FEET WEST
 FA3298'SOUTHWEST OF THE SOUTHWEST LEG OF A BILLBOARD SIGN, 5.4 FEET NORTH
 FA3298'NORTHEAST OF THE POWER POLE, 8.0 FEET SOUTH SOUTHEAST OF A GUY WIRE
 FA3298'ANCHOR, 2.3 FEET SOUTHWEST OF A WITNESS POST.
 FA3298'RECOVERED BY J.R. WERNER.
 FA3298
 FA3298                          STATION RECOVERY (1997)
 FA3298
 FA3298'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3298'RECOVERED IN GOOD CONDITION.
 FA3298
 FA3298                          STATION RECOVERY (2002)
 FA3298
 FA3298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA3298'STATION IS LOCATED 4.25 MILES NORTH NORTHEAST OF COWPENS, 6.5 MILES
 FA3298'WEST OF GAFFNEY.
 FA3298'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 FA3298'SC 29202, PHONE
 FA3298'803-737-1350.
 FA3298'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 (EXIT
 FA3298'86) AND STATE
 FA3298'ROAD 39 (GREEN RIVER ROAD), 4.55 MILES NORTHEAST OF COWPENS, GO NORTH
 FA3298'NORTHWEST ON
 FA3298'ROAD 39 FOR 0.05 MILE TO THE JUNCTION OF STATE ROAD 665 (ALSO THE
 FA3298'ON-OFF RAMP OF
 FA3298'INTERSTATE 85), TURN RIGHT ON ROAD 665 FOR 0.4 MILE TO THE STATION ON
 FA3298'THE LEFT NEAR A
 FA3298'POWER POLE.
 FA3298'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 10.0 FEET ABOVE
 FA3298'THE ROAD, 5.8
 FA3298'FEET NORTH OF  THE POWER POLE NUMBER 976 WITH GUY WIRE AND SEVERAL
 FA3298'JUNCTION
 FA3298'BOXES ATTACHED, 59.1 FEET WEST SOUTHWEST OF THE SOUTH LEG OF A METAL
 FA3298'BILLBOARD
 FA3298'STRUCTURE, 2.4 FEET SOUTH OF A WITNESS POST.
 FA3298'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 11 001 AZ MK.
 FA3298'RECOVERED BY T. HALL.
 FA3298' 
 FA3298' 
 FA3298' 
 FA3298'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3282 ***********************************************************************
 FA3282  DESIGNATION -  11 002
 FA3282  PID         -  FA3282
 FA3282  STATE/COUNTY-  SC/CHEROKEE
 FA3282  USGS QUAD   -  GAFFNEY (1971)
 FA3282
 FA3282                         *CURRENT SURVEY CONTROL
 FA3282  ___________________________________________________________________
 FA3282* NAD 83(2001)-  35 07 27.85486(N)    081 43 40.02792(W)     ADJUSTED  
 FA3282* NAVD 88     -       268.0    (meters)     879.     (feet)  VERTCON   
 FA3282  ___________________________________________________________________
 FA3282  X           -     751,421.580 (meters)                     COMP
 FA3282  Y           -  -5,168,352.768 (meters)                     COMP
 FA3282  Z           -   3,649,299.710 (meters)                     COMP
 FA3282  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FA3282  ELLIP HEIGHT-         236.01  (meters)          (03/27/03) GPS OBS
 FA3282  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 FA3282
 FA3282  HORZ ORDER  -  SECOND
 FA3282  ELLP ORDER  -  FOURTH    CLASS II
 FA3282
 FA3282.The horizontal coordinates were established by classical geodetic methods
 FA3282.and adjusted by the National Geodetic Survey in March 2003..
 FA3282
 FA3282.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3282
 FA3282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3282
 FA3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3282
 FA3282.The ellipsoidal height was determined by GPS observations
 FA3282.and is referenced to NAD 83.
 FA3282
 FA3282.The geoid height was determined by GEOID03.
 FA3282
 FA3282;                    North         East     Units Scale Factor Converg.
 FA3282;SPC SC       -   365,233.094   543,255.320   MT  1.00011651   -0 24 12.5
 FA3282;SPC SC       - 1,198,271.31  1,782,333.73   iFT  1.00011651   -0 24 12.5
 FA3282;SPC NC       -   155,877.997   361,026.492   MT  0.99987505   -1 34 27.8
 FA3282;SPC NC       -   511,409.73  1,184,467.75   sFT  0.99987505   -1 34 27.8
 FA3282;UTM  17      - 3,887,081.471   433,688.428   MT  0.99965419   -0 25 07.5
 FA3282
 FA3282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3282!SPC SC       -   0.99996296  x   1.00011651  =   1.00007946
 FA3282!SPC NC       -   0.99996296  x   0.99987505  =   0.99983801
 FA3282!UTM  17      -   0.99996296  x   0.99965419  =   0.99961716
 FA3282
 FA3282:                Primary Azimuth Mark                     Grid Az
 FA3282:SPC SC       -  11 002 AZ MK                             129 48 01.1
 FA3282:SPC NC       -  11 002 AZ MK                             130 58 16.4
 FA3282:UTM  17      -  11 002 AZ MK                             129 48 56.1
 FA3282
 FA3282|---------------------------------------------------------------------|
 FA3282| PID    Reference Object                     Distance      Geod. Az  |
 FA3282|                                                           dddmmss.s |
 FA3282| FA3281 11 002 AZ MK                        APPROX. 0.6 KM 1292348.6 |
 FA3282|---------------------------------------------------------------------|
 FA3282
 FA3282                          SUPERSEDED SURVEY CONTROL
 FA3282
 FA3282  NAD 83(1995)-  35 07 27.85501(N)    081 43 40.02772(W) AD(       ) 2
 FA3282  ELLIP H (12/20/99)  236.02   (m)                       GP(       ) 4 1
 FA3282  NAD 83(1986)-  35 07 27.86678(N)    081 43 40.03242(W) AD(       ) 2
 FA3282  NAD 27      -  35 07 27.40521(N)    081 43 40.65243(W) AD(       ) 2
 FA3282  NGVD 29 (11/06/91)  268.2    (m)          880.     (f) GPS OBS        
 FA3282
 FA3282.Superseded values are not recommended for survey control.
 FA3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3282.See file dsdata.txt to determine how the superseded data were derived.
 FA3282
 FA3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU3368887081(NAD 83)
 FA3282_MARKER: DD = SURVEY DISK
 FA3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3282_SP_SET: CONCRETE POST
 FA3282_STAMPING: HORZ 11 002 1981
 FA3282_MARK LOGO: SCGS  
 FA3282_PROJECTION: FLUSH
 FA3282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3282+STABILITY: SURFACE MOTION
 FA3282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3282+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FA3282
 FA3282  HISTORY     - Date     Condition        Report By
 FA3282  HISTORY     - 1981     MONUMENTED       SCGS
 FA3282  HISTORY     - 1981     GOOD             SCGS
 FA3282  HISTORY     - 19890906 GOOD             SCGS
 FA3282  HISTORY     - 19970324 GOOD             USPSQD
 FA3282  HISTORY     - 20020729 GOOD             SCGS
 FA3282
 FA3282                          STATION DESCRIPTION
 FA3282
 FA3282'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 FA3282'THE STATION IS LOCATED ABOUT 12.3 KM (7.7 MI) SOUTHEAST OF
 FA3282'CHESNEE, 5.6 KM (3.5 MI) SOUTH OF THE NORTH CAROLINA AND
 FA3282'SOUTH CAROLINA STATE LINE, 13.3 KM (8.3 MI) NORTHEAST
 FA3282'OF COWPENS
 FA3282'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3282'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA3282'
 FA3282'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE
 FA3282'HIGHWAY 11 AND INTERSTATE 85.  GO NORTHWESTERLY ALONG
 FA3282'HIGHWAY 11 FOR 5.9 KM (3.7 MI) TO THE AZIMUTH MARK ON THE
 FA3282'LEFT, CONTINUE 0.6 KM (0.4 MI) TO THE STATION ON THE RIGHT.
 FA3282'
 FA3282'THE STATION IS A STANDARD SCGS DISK
 FA3282'STAMPED---HORZ 11 002 1981---,
 FA3282'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3282'FLUSH WITH GROUND.  IT IS LOCATED
 FA3282'30.78 METERS (101.0 FT) NORTHWEST FROM THE APPROXIMATE
 FA3282'CENTER OF A CONCRETE AND PAVED DRIVE TO A TAN BRICK HOME,
 FA3282'26.57 METERS (87.17 FT) WEST-SOUTHWEST FROM THE WEST
 FA3282'CORNER OF A TAN BRICK HOME,
 FA3282'17.40 METERS (57.08 FT) SOUTH FROM THE SOUTH EDGE OF
 FA3282'A SIX FOOT DITCH AND
 FA3282'6.30 METERS (20.67 FT) NORTHEAST FROM THE APPROXIMATE
 FA3282'CENTER OF STATE HIGHWAY 11.
 FA3282'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3282'STAMPED---HORZ 11 002 1981---,
 FA3282'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3282'
 FA3282'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA3282'STAMPED---AZ MK 11 002 1981---,
 FA3282'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3282'FLUSH WITH GROUND.  IT IS LOCATED
 FA3282'40.33 METERS (132.3 FT) SOUTHEAST FROM THE APROXIMATE
 FA3282'CENTER OF COUNTY ROAD S-11-94,
 FA3282'26.72 METERS (87.65 FT) NORTHWEST FROM A FIRE HYDRANT,
 FA3282'9.44 METERS (30.97 FT) SOUTHWEST FROM THE APPROXIMATE
 FA3282'CENTER OF STATE HIGHWAY 11 AND
 FA3282'0.53 METER (1.75 FT) NORTHEAST FROM A METAL WITNESS
 FA3282'POST.
 FA3282'
 FA3282'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FA3282'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3282
 FA3282                          STATION RECOVERY (1981)
 FA3282
 FA3282'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 FA3282'RECOVERED IN GOOD CONDITION.
 FA3282
 FA3282                          STATION RECOVERY (1989)
 FA3282
 FA3282'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA3282'STATION IS LOCATED 5.6 MILES NORTHWEST OF GAFFNEY AND 7.8 MILES EAST
 FA3282'SOUTHEAST OF CHESNEE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 FA3282'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA3282'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 11
 FA3282'AND INTERSTATE 85 (3.1 MILES NORTHWEST OF GAFFNEY), GO NORTHWEST ON
 FA3282'HIGHWAY 11 FOR 3.7 MILES TO THE JUNCTION OF STATE ROAD 94 (FAIRVIEW
 FA3282'ROAD), CONTINUE ON HIGHWAY 11 FOR 0.35 MILE TO THE STATION ON THE
 FA3282'RIGHT, IN FRONT OF A TAN BRICK HOUSE, 0.1 MILE SOUTHEAST OF THE
 FA3282'JUNCTION OF MILL GIN ROAD (GRAVEL ROAD).
 FA3282'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA3282'HIGHWAY, 101.0 FEET NORTHWEST OF THE CENTER OF A CONCRETE DRIVEWAY TO
 FA3282'THE HOUSE, 86.9 FEET WEST SOUTHWEST OF THE WEST CORNER OF THE HOUSE,
 FA3282'47.2 FEET SOUTH OF A Y-SHAPED MAPLE TREE, 20.2 FEET NORTHEAST OF THE
 FA3282'CENTER OF THE HIGHWAY.
 FA3282'RECOVERED BY J.R. WERNER.
 FA3282
 FA3282                          STATION RECOVERY (1997)
 FA3282
 FA3282'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3282'RECOVERED IN GOOD CONDITION.
 FA3282
 FA3282                          STATION RECOVERY (2002)
 FA3282
 FA3282'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA3282'STATION IS LOCATED 5.7 MILES NORTHWEST OF GAFFNEY, 7.7 MILES EAST OF
 FA3282'CHESNEE.
 FA3282'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 FA3282'SC 29202, PHONE
 FA3282'803-737-1350.
 FA3282'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 (EXIT
 FA3282'92) AND STATE
 FA3282'HIGHWAY 11 IN GAFFNEY, GO NORTH NORTHWEST ON HIGHWAY 11 FOR 3.7 MILES
 FA3282'TO THE
 FA3282'JUNCTION OF STATE ROAD 94 (FAIRVIEW ROAD), CONTINUE ON HIGHWAY 11 FOR
 FA3282'0.35 MILE TO
 FA3282'THE STATION ON THE RIGHT IN THE FRONT OF A BRICK HOUSE NUMBER 1774.
 FA3282'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA3282'HIGHWAY, 20.2
 FA3282'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 105.9 FEET NORTHWEST OF
 FA3282'THE CENTER OF
 FA3282'A PAVED DRIVEWAY LEADING TO THE HOUSE, 86.9 FEET SOUTHWEST OF THE WEST
 FA3282'CORNER OF
 FA3282'THE HOUSE, 51.7 FEET SOUTH SOUTHEAST OF THE WEST END CORNER POST OF A
 FA3282'SPLIT-RAIL
 FA3282'FENCE.
 FA3282'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 11 002 AZ MK.
 FA3282'RECOVERED BY T. HALL.
 FA3282' 
 FA3282' 
 FA3282'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3296 ***********************************************************************
 FA3296  DESIGNATION -  11 003
 FA3296  PID         -  FA3296
 FA3296  STATE/COUNTY-  SC/CHEROKEE
 FA3296  USGS QUAD   -  COWPENS (1983)
 FA3296
 FA3296                         *CURRENT SURVEY CONTROL
 FA3296  ___________________________________________________________________
 FA3296* NAD 83(2001)-  35 03 20.86345(N)    081 47 16.20206(W)     ADJUSTED  
 FA3296* NAVD 88     -       281.7    (meters)     924.     (feet)  VERTCON   
 FA3296  ___________________________________________________________________
 FA3296  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FA3296  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FA3296
 FA3296  HORZ ORDER  -  SECOND
 FA3296
 FA3296.The horizontal coordinates were established by classical geodetic methods
 FA3296.and adjusted by the National Geodetic Survey in March 2004..
 FA3296
 FA3296.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3296
 FA3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3296
 FA3296.The geoid height was determined by GEOID03.
 FA3296
 FA3296;                    North         East     Units Scale Factor Converg.
 FA3296;SPC SC       -   357,661.077   537,723.404   MT  1.00008669   -0 26 12.4
 FA3296;SPC SC       - 1,173,428.73  1,764,184.40   iFT  1.00008669   -0 26 12.4
 FA3296;UTM  17      - 3,879,514.303   428,156.910   MT  0.99966361   -0 27 09.1
 FA3296
 FA3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3296!SPC SC       -   0.99996076  x   1.00008669  =   1.00004745
 FA3296!UTM  17      -   0.99996076  x   0.99966361  =   0.99962438
 FA3296
 FA3296:                Primary Azimuth Mark                     Grid Az
 FA3296:SPC SC       -  COWPENS C A TANK                         215 52 09.9
 FA3296:UTM  17      -  COWPENS C A TANK                         215 53 06.6
 FA3296
 FA3296|---------------------------------------------------------------------|
 FA3296| PID    Reference Object                     Distance      Geod. Az  |
 FA3296|                                                           dddmmss.s |
 FA3296| FA3294 COWPENS C A TANK                    APPROX. 4.0 KM 2152557.5 |
 FA3296| FA3295 COWPENS SPARTANBURG TANK            APPROX. 3.4 KM 2194700.4 |
 FA3296|---------------------------------------------------------------------|
 FA3296
 FA3296                          SUPERSEDED SURVEY CONTROL
 FA3296
 FA3296  NAD 83(1986)-  35 03 20.87459(N)    081 47 16.20696(W) AD(       ) 2
 FA3296  NAD 27      -  35 03 20.42209(N)    081 47 16.83761(W) AD(       ) 2
 FA3296  NGVD 29 (07/19/86)  281.8    (m)          925.     (f) VERT ANG       
 FA3296
 FA3296.Superseded values are not recommended for survey control.
 FA3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3296.See file dsdata.txt to determine how the superseded data were derived.
 FA3296
 FA3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2815779514(NAD 83)
 FA3296_MARKER: DD = SURVEY DISK
 FA3296_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FA3296+WITH SETTING: PAVEMENT
 FA3296_SP_SET: DECK OF BRIDGE
 FA3296_STAMPING: HORZ 11 003 1981
 FA3296_MARK LOGO: SCGS  
 FA3296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3296+STABILITY: SURFACE MOTION
 FA3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3296+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FA3296
 FA3296  HISTORY     - Date     Condition        Report By
 FA3296  HISTORY     - 1981     MONUMENTED       SCGS
 FA3296  HISTORY     - 1982     GOOD             SCGS
 FA3296  HISTORY     - 19890906 GOOD             SCGS
 FA3296  HISTORY     - 19890906 GOOD             SCGS
 FA3296  HISTORY     - 19970324 GOOD             USPSQD
 FA3296  HISTORY     - 20020729 GOOD             SCGS
 FA3296
 FA3296                          STATION DESCRIPTION
 FA3296
 FA3296'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3296'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTHEAST OF
 FA3296'CHESNEE, 8.0 KM (5.0 MI) EAST-SOUTHEAST OF MAYO, 6.4 KM
 FA3296'(4.0 MI) NORTHEAST OF COWPENS, STATION IS SET IN AN OVERPASS
 FA3296'OVER INTERSTATE 85.
 FA3296'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3296'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA3296'
 FA3296'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF COUNTY
 FA3296'ROAD S-11-39 AND INTERSTATE 85.  GO WESTERLY ALONG S-11-39 FOR
 FA3296'0.2 KM (0.1 MI) TO FRONTAGE ROAD ON THE LEFT, TURN LEFT AND
 FA3296'FOLLOW FRONTAGE ROAD FOR 2.9 KM (1.8 MI) TO A ROAD LEFT AND
 FA3296'OVERPASS ON THE LEFT, TURN LEFT AND GO TO THE APPROXIMATE CENTER
 FA3296'OF THE OVERPASS AND THE STATION ON THE LEFT.
 FA3296'
 FA3296'THE STATION IS A STANDARD SCGS DISK
 FA3296'STAMPED---HORZ 11 003 1981---,
 FA3296'SET IN A DRILL HOLE IN THE DECK OF A CONCRETE BRIDGE.
 FA3296'FLUSH WITH GROUND.  IT IS LOCATED
 FA3296'33.92 METERS (111.3 FT) SOUTH-SOUTHEAST FROM THE NORTH
 FA3296'END OF BRIDGE OVER INTERSTATE 85,
 FA3296'30.14 METERS (98.9 FT) NORTH-NORTHWEST FROM THE SOUTH
 FA3296'END OF BRIDGE OVER INTERSTATE 85,
 FA3296'3.70 METERS (12.13 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FA3296'CENTER OF THE OVERPASS AND
 FA3296'0.20 METER (0.65 FT) WEST-SOUTHWEST FROM THE CONCRETE
 FA3296'LEDGE.
 FA3296'
 FA3296'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FA3296'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3296
 FA3296                          STATION RECOVERY (1989)
 FA3296
 FA3296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA3296'STATION IS LOCATED 2.8 MILES NORTHEAST OF COWPENS.  OWNERSHIP--SCDHPT,
 FA3296'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FA3296'803-737-1314.
 FA3296'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 39 AND
 FA3296'INTERSTATE 85 (4.5 MILES NORTHEAST OF COWPENS), GO NORTH NORTHWEST ON
 FA3296'ROAD 39 FOR 0.05 MILE TO THE JUNCTION OF THE ON-OFF RAMP (STATE ROAD
 FA3296'165) RAMPS ONTO INTERSTATE 85, TURN LEFT ON THE RAMP FOR 0.1 MILE TO
 FA3296'JUNCTION OF A FRONTATE ROAD, TURN RIGHT ON FRONTAGE ROAD FOR 1.85
 FA3296'MILES TO THE JUNCTION OF STATE ROAD 131 (SUNNY SLOPE DRIVE), TURN LEFT
 FA3296'ON ROAD 131 FOR 0.05 MILE TO THE STATION ON THE LEFT IN THE EAST EDGE
 FA3296'OF THE OVERPASS BRIDGE.
 FA3296'STATION IS A DRILL HOLE IN THE DECK OF THE OVERPASS, 111.1 FEET SOUTH
 FA3296'OF THE NORTH END OF THE BRIDGE, 98.9 FEET NORTH OF THE SOUTH END OF
 FA3296'THE BRIDGE, 0.65 FOOT WEST OF THE CURBING ON THE EAST SIDE OF THE
 FA3296'BRIDGE.
 FA3296'RECOVERED BY J.R. WERNER.
 FA3296
 FA3296                          STATION RECOVERY (1989)
 FA3296
 FA3296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW)
 FA3296'STATION IS LOCATED 2.8 MILES NORTHEAST OF COWPENS.  OWNERSHIP--SCDHPT,
 FA3296'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FA3296'803-737-1314. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE
 FA3296'ROAD 39 AND INTERSTATE 85 (4.5 MILES NORTHEAST OF COWPENS), GO NORTH
 FA3296'NORTHWEST ON ROAD 39 FOR 0.05 MILE TO THE JUNCTION OF THE ON-OFF RAMP
 FA3296'(STATE ROAD 165) RAMPS ONTO INTERSTATE 85, TURN LEFT ON THE RAMP FOR
 FA3296'0.1 MILE TO JUNCTION OF A FRONTATE ROAD, TURN RIGHT ON FRONTAGE ROAD
 FA3296'FOR 1.85 MILES TO THE JUNCTION OF STATE ROAD 131 (SUNNY SLOPE DRIVE),
 FA3296'TURN LEFT ON ROAD 131 FOR 0.05 MILE TO THE STATION ON THE LEFT IN THE
 FA3296'EAST EDGE OF THE OVERPASS BRIDGE. STATION IS A DRILL HOLE IN THE DECK
 FA3296'OF THE OVERPASS, 111.1 FEET SOUTH OF THE NORTH END OF THE BRIDGE, 98.9
 FA3296'FEET NORTH OF THE SOUTH END OF THE BRIDGE, 0.65 FOOT WEST OF THE
 FA3296'CURBING ON THE EAST SIDE OF THE BRIDGE. RECOVERED BY J.R. WERNER.
 FA3296
 FA3296                          STATION RECOVERY (1997)
 FA3296
 FA3296'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3296'RECOVERED IN GOOD CONDITION.
 FA3296
 FA3296                          STATION RECOVERY (2002)
 FA3296
 FA3296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA3296'STATION IS LOCATED 2.85 MILES NORTH NORTHEAST OF COWPENS, 7.85 MILES
 FA3296'WEST OF
 FA3296'GAFFNEY. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FA3296'COLUMBIA, SC 29202,
 FA3296'PHONE 803-737-1350.
 FA3296'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 (EXIT
 FA3296'86) AND STATE
 FA3296'ROAD 39 (GREEN RIVER ROAD), 4.55 MILES NORTHEAST OF COWPENS, GO SOUTH
 FA3296'SOUTHEAST
 FA3296'ON ROAD 39 FOR 0.05 MILE TO THE INTERSTATE 85 ON-OFF RAMP AND THE
 FA3296'JUNCTION OF
 FA3296'STATE ROAD 8527 (CANNON CAMPGROUND ROAD) RIGHT, TURN RIGHT ON ROAD
 FA3296'8527 FOR 0.05
 FA3296'MILE TO THE JUNCTION OF STATE ROAD 234 (CANNON CAMPGROUND ROAD),
 FA3296'CONTINUE ON
 FA3296'ROAD 234 FOR 1.9 MILES TO THE JUNCTION OF STATE ROAD 131 (SUNNY SLOPE
 FA3296'DRIVE), TURN
 FA3296'RIGHT ON ROAD 131 FOR 0.15 MILE TO THE STATION ON THE RIGHT SET IN A
 FA3296'DRILL HOLE IN THE DECK
 FA3296'OF THE OVERPASS BRIDGE NEAR THE EAST EDGE OF THE CURB AND THE CENTER
 FA3296'OF THE SPAN.
 FA3296'STATION IS A DISK SET INTO A DRILL HOLE IN THE DECK OF THE BRIDGE,
 FA3296'12.1 FEET EAST OF
 FA3296'THE CENTER OF THE ROAD, 0.7 FOOT WEST OF THE WEST EDGE OF THE CURB OF
 FA3296'THE
 FA3296'EAST SIDE OF THE BRIDGE, 98.9 FEET NORTH OF THE SOUTH END OF THE
 FA3296'BRIDGE, 111.0
 FA3296'FEET SOUTH OF THE NORTH END OF THE BRIDGE.
 FA3296'RECOVERED BY T. HALL.
 FA3296' 
 FA3296' 
 FA3296' 
 FA3296'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3285 ***********************************************************************
 FA3285  DESIGNATION -  11 004
 FA3285  PID         -  FA3285
 FA3285  STATE/COUNTY-  SC/CHEROKEE
 FA3285  USGS QUAD   -  CHESNEE (1993)
 FA3285
 FA3285                         *CURRENT SURVEY CONTROL
 FA3285  ___________________________________________________________________
 FA3285* NAD 83(2001)-  35 07 42.17651(N)    081 49 02.23754(W)     ADJUSTED  
 FA3285* NAVD 88     -       297.9    (meters)     977.     (feet)  VERTCON   
 FA3285  ___________________________________________________________________
 FA3285  X           -     743,314.450 (meters)                     COMP
 FA3285  Y           -  -5,169,293.223 (meters)                     COMP
 FA3285  Z           -   3,649,677.994 (meters)                     COMP
 FA3285  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FA3285  ELLIP HEIGHT-         266.06  (meters)          (03/27/03) GPS OBS
 FA3285  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 FA3285
 FA3285  HORZ ORDER  -  SECOND
 FA3285  ELLP ORDER  -  FOURTH    CLASS II
 FA3285
 FA3285.The horizontal coordinates were established by classical geodetic methods
 FA3285.and adjusted by the National Geodetic Survey in March 2003..
 FA3285
 FA3285.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3285
 FA3285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3285
 FA3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3285
 FA3285.The ellipsoidal height was determined by GPS observations
 FA3285.and is referenced to NAD 83.
 FA3285
 FA3285.The geoid height was determined by GEOID03.
 FA3285
 FA3285;                    North         East     Units Scale Factor Converg.
 FA3285;SPC SC       -   365,735.479   535,099.939   MT  1.00011828   -0 27 11.2
 FA3285;SPC SC       - 1,199,919.55  1,755,577.23   iFT  1.00011828   -0 27 11.2
 FA3285;SPC NC       -   156,546.914   352,885.065   MT  0.99987490   -1 37 33.8
 FA3285;SPC NC       -   513,604.33  1,157,757.08   sFT  0.99987490   -1 37 33.8
 FA3285;UTM  17      - 3,887,585.935   425,536.910   MT  0.99966833   -0 28 13.1
 FA3285
 FA3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3285!SPC SC       -   0.99995824  x   1.00011828  =   1.00007651
 FA3285!SPC NC       -   0.99995824  x   0.99987490  =   0.99983314
 FA3285!UTM  17      -   0.99995824  x   0.99966833  =   0.99962658
 FA3285
 FA3285:                Primary Azimuth Mark                     Grid Az
 FA3285:SPC SC       -  11 004 AZ MK                             199 50 33.0
 FA3285:SPC NC       -  11 004 AZ MK                             201 00 55.6
 FA3285:UTM  17      -  11 004 AZ MK                             199 51 34.9
 FA3285
 FA3285|---------------------------------------------------------------------|
 FA3285| PID    Reference Object                     Distance      Geod. Az  |
 FA3285|                                                           dddmmss.s |
 FA3285| FA3300 11 004 AZ MK                        488.149 METERS 1992321.8 |
 FA3285|---------------------------------------------------------------------|
 FA3285
 FA3285                          SUPERSEDED SURVEY CONTROL
 FA3285
 FA3285  NAD 83(1995)-  35 07 42.17671(N)    081 49 02.23725(W) AD(       ) 2
 FA3285  ELLIP H (12/20/99)  266.07   (m)                       GP(       ) 4 1
 FA3285  NAD 83(1986)-  35 07 42.18695(N)    081 49 02.24245(W) AD(       ) 2
 FA3285  NAD 27      -  35 07 41.74119(N)    081 49 02.85192(W) AD(       ) 2
 FA3285  NGVD 29 (11/06/91)  298.1    (m)          978.     (f) GPS OBS        
 FA3285
 FA3285.Superseded values are not recommended for survey control.
 FA3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3285.See file dsdata.txt to determine how the superseded data were derived.
 FA3285
 FA3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2553787586(NAD 83)
 FA3285_MARKER: DD = SURVEY DISK
 FA3285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3285_SP_SET: CONCRETE POST
 FA3285_STAMPING: HORZ 11 004 1981
 FA3285_MARK LOGO: SCGS  
 FA3285_PROJECTION: FLUSH
 FA3285_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA3285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3285+STABILITY: SURFACE MOTION
 FA3285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3285+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FA3285
 FA3285  HISTORY     - Date     Condition        Report By
 FA3285  HISTORY     - 1981     MONUMENTED       SCGS
 FA3285  HISTORY     - 1982     GOOD             SCGS
 FA3285  HISTORY     - 19890907 GOOD             SCGS
 FA3285  HISTORY     - 19970324 GOOD             USPSQD
 FA3285  HISTORY     - 20020729 GOOD             SCGS
 FA3285
 FA3285                          STATION DESCRIPTION
 FA3285
 FA3285'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3285'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH OF THE
 FA3285'NORTH CAROLINA AND SOUTH CAROLINA STATE LINE, 4.8 KM (3.0 MI)
 FA3285'SOUTHEAST OF CHESNEE AND  4.8 KM (3.0 MI) NORTHEAST OF MAYO.
 FA3285'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC
 FA3285'TRANSP, FERRELL J PROSSER, DIRECTOR
 FA3285'SC GEODETIC SURVEY, 1028 SUMTER ST, SUITE 202,
 FA3285'COLUMBIA SC 29201, PHONE 803-758-3604.
 FA3285'
 FA3285'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 FA3285'221 AND STATE HIGHWAYS 11 AND 110, WHICH IS ABOUT 4.0 KM
 FA3285'(2.5 MI) EAST-SOUTHEAST OF CHESNEE.  GO SOUTHERLY ON HIGHWAY
 FA3285'110 FOR 1.8 KM (1.1 MI) TO A PAVED ROAD LEFT LEADING
 FA3285'TO A DEAD END, TURN LEFT AND GO NORTHEASTERLY ON THE PAVED
 FA3285'DEAD END ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON THE
 FA3285'RIGHT.
 FA3285'
 FA3285'THE STATION IS A STANDARD SCGS DISK
 FA3285'STAMPED---HORZ 11 004 1981---,
 FA3285'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3285'FLUSH WITH GROUND.  IT IS LOCATED
 FA3285'11.70 METERS (38.4 FT) SOUTHWEST FROM THE APPROXIMATE
 FA3285'CENTER OF A PAVED DRIVE TO A TAN BRICK HOME,
 FA3285'7.37 METERS (24.18 FT) SOUTHEAST FROM THE APPROXIMATE
 FA3285'CENTER OF A PAVED DEAD END ROAD,
 FA3285'1.44 METERS (4.72 FT) EAST FROM A POWERLINE POLE WITH
 FA3285'ONE GUY WIRE AND
 FA3285'0.97 METER (3.19 FT) SOUTHEAST FROM A METAL WITNESS
 FA3285'POST.
 FA3285'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3285'STAMPED---HORZ 11 004 1981---,
 FA3285'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3285'
 FA3285'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA3285'STAMPED---AZ MK 11 004 1981---,
 FA3285'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3285'FLUSH WITH GROUND.  IT IS LOCATED
 FA3285'31.76 METERS (104.2 FT) NORTH-NORTHEAST FROM A
 FA3285'POWERLINE POLE AT THE SOUTHWEST FENCE CORNER AND TREE LINE,
 FA3285'6.84 METERS (22.45 FT) EAST-SOUTHEAST FROM THE
 FA3285'APPROXIMATE CENTER OF COUNTY ROAD S-11-110 AND
 FA3285'0.70 METER (2.30 FT) WEST-NORTHWEST FROM A WIRE
 FA3285'FENCE AND A METAL WITNESS POST.
 FA3285'
 FA3285'TO REACH AZIMUTH MARK FROM THE STATION PROCEED
 FA3285'SOUTHWESTERLY ON THE PAVED ROAD FOR 0.2 KM (0.1 MI) TO THE
 FA3285'JUNCTION WITH STATE HIGHWAY 110, TURN RIGHT AND GO SOUTHERLY
 FA3285'ON HIGHWAY 110 FOR 0.8 KM (0.5 MI) TO THE AZIMUTH
 FA3285'MARK ON THE LEFT.
 FA3285'
 FA3285'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FA3285'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3285
 FA3285                          STATION RECOVERY (1989)
 FA3285
 FA3285'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA3285'STATION IS LOCATED 2.8 MILES SOUTHEAST OF CHESNEE.  OWNERSHIP--SCDHPT,
 FA3285'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FA3285'803-737-1314.
 FA3285'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 110 AND
 FA3285'U.S. HIGHWAY 221 ALTERNATE (2.6 MILES EAST SOUTHEAST OF CHESNEE), GO
 FA3285'SOUTHERLY ON HIGHWAY 110 FOR 1.1 MILES TO THE JUNCTION OF STATE ROAD
 FA3285'239 (MCGINNIS ROAD) AND AN OLD PAVED ROAD LEFT, TURN LEFT ON PAVED
 FA3285'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT, NEAR A POWER POLE IN
 FA3285'THE SOUTHEAST ANGLE OF A PAVED DRIVEWAY TO A BRICK HOUSE.
 FA3285'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FEET ABOVE
 FA3285'THE ROAD, 135.7 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 37.8
 FA3285'FEET SOUTH SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 23.9 FEET EAST
 FA3285'SOUTHEAST OF THE CENTER OF THE ROAD, 4.3 FEET EAST OF THE POWER POLE
 FA3285'DD2, 3.2 FEET EAST SOUTHEAST OF A WITNESS POST.
 FA3285'RECOVERED BY J.R. WERNER.
 FA3285
 FA3285                          STATION RECOVERY (1997)
 FA3285
 FA3285'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3285'RECOVERED IN GOOD CONDITION.
 FA3285
 FA3285                          STATION RECOVERY (2002)
 FA3285
 FA3285'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA3285'STATION IS LOCATED 2.8 MILES EAST SOUTHEAST OF CHESNEE, 10.2 MILES
 FA3285'WEST NORTHWEST OF
 FA3285'GAFFNEY. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FA3285'COLUMBIA, SC 29202,
 FA3285'PHONE 803-737-1350.
 FA3285'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 (CHESNEE
 FA3285'HIGHWAY),
 FA3285'110 (BATTLEGROUND ROAD) AND U.S. HIGHWAY 221 ALTERNATE (CLIFFSIDE
 FA3285'HIGHWAY), 2.3
 FA3285'MILES EAST OF CHESNEE, GO SOUTH SOUTHWEST ON HIGHWAY 110 FOR 1.1 MILES
 FA3285'TO THE
 FA3285'JUNCTION OF STATE ROAD 239 (MCGINNIS ROAD), TURN LEFT ON 239 FOR 0.1
 FA3285'MILE TO THE
 FA3285'STATION ON THE RIGHT NEAR A POWER POLE ON A CUT-BANK IN THE SOUTH
 FA3285'ANGLE OF A
 FA3285'PAVED DRIVEWAY RIGHT LEADING TO A BRICK HOUSE.
 FA3285'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET ABOVE
 FA3285'THE ROAD, 24.0
 FA3285'FEET SOUTHEAST OF THE CENTER OF THE ROAD, 4.7 FEET EAST OF THE POWER
 FA3285'POLE DD2
 FA3285'WITH FOUR GUY WIRES, 29.0 FEET SOUTH OF THE SOUTH END OF A 1.2-FOOT
 FA3285'CONCRETE PIPE
 FA3285'CULVERT BENEATH THE DRIVEWAY, 135.1 FEET WEST OF THE WEST CORNER OF
 FA3285'THE BRICK
 FA3285'HOUSE, 3.2 FEET SOUTHEAST OF A WITNESS POST.
 FA3285'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 11 004 AZ MK.
 FA3285'RECOVERED BY T. HALL.
 FA3285' 
 FA3285' 
 FA3285' 
 FA3285'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3300 ***********************************************************************
 FA3300  DESIGNATION -  11 004 AZ MK
 FA3300  PID         -  FA3300
 FA3300  STATE/COUNTY-  SC/CHEROKEE
 FA3300  USGS QUAD   -  COWPENS (1983)
 FA3300
 FA3300                         *CURRENT SURVEY CONTROL
 FA3300  ___________________________________________________________________
 FA3300* NAD 83(2001)-  35 07 27.23483(N)    081 49 08.63811(W)     ADJUSTED  
 FA3300* NAVD 88     -       292.0    (meters)     958.     (feet)  VERTCON   
 FA3300  ___________________________________________________________________
 FA3300  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FA3300  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 FA3300
 FA3300  HORZ ORDER  -  SECOND
 FA3300
 FA3300.The horizontal coordinates were established by classical geodetic methods
 FA3300.and adjusted by the National Geodetic Survey in March 2004..
 FA3300
 FA3300.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3300
 FA3300.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3300
 FA3300.The geoid height was determined by GEOID03.
 FA3300
 FA3300;                    North         East     Units Scale Factor Converg.
 FA3300;SPC SC       -   365,276.257   534,934.225   MT  1.00011643   -0 27 14.7
 FA3300;SPC SC       - 1,198,412.92  1,755,033.55   iFT  1.00011643   -0 27 14.7
 FA3300;UTM  17      - 3,887,126.970   425,371.132   MT  0.99966864   -0 28 16.6
 FA3300
 FA3300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3300!SPC SC       -   0.99995917  x   1.00011643  =   1.00007559
 FA3300!UTM  17      -   0.99995917  x   0.99966864  =   0.99962782
 FA3300
 FA3300:                Primary Azimuth Mark                     Grid Az
 FA3300:SPC SC       -  11 004                                   019 50 32.8
 FA3300:UTM  17      -  11 004                                   019 51 34.7
 FA3300
 FA3300|---------------------------------------------------------------------|
 FA3300| PID    Reference Object                     Distance      Geod. Az  |
 FA3300|                                                           dddmmss.s |
 FA3300| FA3285 11 004                              488.149 METERS 0192318.1 |
 FA3300|---------------------------------------------------------------------|
 FA3300
 FA3300                          SUPERSEDED SURVEY CONTROL
 FA3300
 FA3300  NAD 83(1986)-  35 07 27.24555(N)    081 49 08.64289(W) AD(       ) 2
 FA3300  NAD 27      -  35 07 26.79973(N)    081 49 09.25325(W) AD(       ) 2
 FA3300  NGVD 29 (07/19/86)  292.1    (m)          958.     (f) VERT ANG       
 FA3300
 FA3300.Superseded values are not recommended for survey control.
 FA3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3300.See file dsdata.txt to determine how the superseded data were derived.
 FA3300
 FA3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2537187127(NAD 83)
 FA3300_MARKER: DD = SURVEY DISK
 FA3300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3300_SP_SET: CONCRETE POST
 FA3300_STAMPING: AZ MK 11 004 1981
 FA3300_MARK LOGO: SCGS  
 FA3300_PROJECTION: FLUSH
 FA3300_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3300+STABILITY: SURFACE MOTION
 FA3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3300+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FA3300
 FA3300  HISTORY     - Date     Condition        Report By
 FA3300  HISTORY     - 1981     MONUMENTED       SCGS
 FA3300  HISTORY     - 1982     GOOD             SCGS
 FA3300  HISTORY     - 19890907 GOOD             SCGS
 FA3300  HISTORY     - 19970324 GOOD             USPSQD
 FA3300  HISTORY     - 20020729 GOOD             SCGS
 FA3300
 FA3300                          STATION DESCRIPTION
 FA3300
 FA3300'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3300'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH OF THE
 FA3300'NORTH CAROLINA AND SOUTH CAROLINA STATE LINE, 4.8 KM
 FA3300'(3.0 MI) SOUTHEAST OF CHESNEE, 4.8 KM (3.0 MI) NORTHEAST
 FA3300'OF MAYO, SET ALONG ROAD RIGHT AWAY.
 FA3300'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 FA3300'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 FA3300'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 FA3300'
 FA3300'TO REACH THE STATION FROM THE JUNCTIONS OF U.S.
 FA3300'HIGHWAY 221 AND STATE HIGHWAY 11 AND 110, WHICH IS
 FA3300'ABOUT 4.0 KM (2.5 MI) EAST-SOUTHEAST FROM CHESNEE.
 FA3300'GO SOUTHERLY ON HIGHWAY 110 FOR 2.2 KM (1.35 MI) TO THE
 FA3300'STATION ON THE LEFT.
 FA3300'
 FA3300'THE STATION IS A STANDARD SCGS DISK
 FA3300'STAMPED---AZ MK 11 004 1981---,
 FA3300'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3300'FLUSH WITH GROUND.  IT IS LOCATED
 FA3300'31.76 METERS (104.2 FT) NORTH-NORTHEAST FROM A
 FA3300'POWERLINE POLE AT THE SOUTHWEST FENCE CORNER AND TREE LINE,
 FA3300'6.84 METERS (22.45 FT) EAST-SOUTHEAST FROM THE
 FA3300'APPROXIMATE CENTER OF STATE HIGHWAY 110 AND
 FA3300'0.70 METER (2.30 FT) WEST-NORTHWEST FROM A WIRE FENCE
 FA3300'AND METAL WITNESS POST.
 FA3300'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3300'STAMPED---AZ MK 11 004 1981---,
 FA3300'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3300'
 FA3300'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA3300'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3300
 FA3300                          STATION RECOVERY (1989)
 FA3300
 FA3300'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA3300'STATION IS LOCATED 2.9 MILES SOUTHEAST OF CHESNEE.  OWNERSHIP--SCDHPT,
 FA3300'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FA3300'803-737-1314.
 FA3300'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 110 AND
 FA3300'U.S. HIGHWAY 221 ALTERNATE (2.6 MILES EAST SOUTHEAST OF CHESNEE), GO
 FA3300'SOUTHERLY ON HIGHWAY 110 FOR 1.1 MILES TO THE JUNCTION OF STATE ROAD
 FA3300'239 (MCGINNIS ROAD) AND AN OLD PAVED ROAD LEFT, CONTINUE ON HIGHWAY
 FA3300'110 FOR 0.25 MILE TO THE STATION ON THE LEFT IN LINE WITH THE SOUTH
 FA3300'BANK OF A LARGE POND.
 FA3300'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FEET BELOW
 FA3300'THE HIGHWAY, 91.3 FEET SOUTHWEST OF A POWER POLE D5 IN A PASTURE,
 FA3300'104.0 FEET NORTH OF A POWER POLE D6 WITH A TRANSFORMER AND POWER LINES
 FA3300'CROSSING THE HIGHWAY, 21.7 FEET EAST SOUTHEAST OF THE CENTER OF THE
 FA3300'HIGHWAY, 2.6 FEET WEST NORTHWEST OF A WIRE FENCE LINE, 2.2 FEET WEST
 FA3300'NORTHWEST OF A WITNESS POST.
 FA3300'RECOVERED BY J.R. WERNER.
 FA3300
 FA3300                          STATION RECOVERY (1997)
 FA3300
 FA3300'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3300'RECOVERED IN GOOD CONDITION.
 FA3300
 FA3300                          STATION RECOVERY (2002)
 FA3300
 FA3300'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA3300'STATION IS LOCATED 2.9 MILES SOUTHEAST OF CHESNEE, 10.2 MILES WEST
 FA3300'NORTHWEST OF
 FA3300'GAFFNEY. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FA3300'COLUMBIA, SC 29202,
 FA3300'PHONE 803-737-1350.
 FA3300'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 (CHESNEE
 FA3300'HIGHWAY),
 FA3300'110 (BATTLEGROUND ROAD) AND U.S. HIGHWAY 221 ALTERNATE (CLIFFSIDE
 FA3300'HIGHWAY), 2.3
 FA3300'MILES EAST OF CHESNEE, GO SOUTH SOUTHWEST ON HIGHWAY 110 FOR 1.1 MILES
 FA3300'TO THE
 FA3300'JUNCTION OF STATE ROAD 239 (MCGINNIS ROAD), CONTINUE ON HIGHWAY 110
 FA3300'FOR 0.25 MILE TO
 FA3300'THE STATION ON THE LEFT NEAR A WIRE FENCE LINE AND IN LINE WITH THE
 FA3300'APPROXIMATE
 FA3300'CENTER OF A NEARBY POND.
 FA3300'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 FA3300'THE HIGHWAY,
 FA3300'21.8 FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2.2 FEET WEST
 FA3300'NORTHWEST OF
 FA3300'THE FENCE LINE, 103.5 FEET NORTH NORTHEAST OF A POWER POLE D6, 2.2
 FA3300'FEET WEST
 FA3300'NORTHWEST OF A WITNESS POST.
 FA3300'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 11 004.
 FA3300'RECOVERED BY T. HALL.
 FA3300' 
 FA3300' 
 FA3300' 
 FA3300'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3288 ***********************************************************************
 FA3288  DESIGNATION -  11 005
 FA3288  PID         -  FA3288
 FA3288  STATE/COUNTY-  SC/CHEROKEE
 FA3288  USGS QUAD   -  CHESNEE (1993)
 FA3288
 FA3288                         *CURRENT SURVEY CONTROL
 FA3288  ___________________________________________________________________
 FA3288* NAD 83(2001)-  35 09 33.42381(N)    081 45 31.66422(W)     ADJUSTED  
 FA3288* NAVD 88     -       280.6    (meters)     921.     (feet)  VERTCON   
 FA3288  ___________________________________________________________________
 FA3288  X           -     748,306.383 (meters)                     COMP
 FA3288  Y           -  -5,166,564.294 (meters)                     COMP
 FA3288  Z           -   3,652,471.405 (meters)                     COMP
 FA3288  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FA3288  ELLIP HEIGHT-         248.49  (meters)          (03/27/03) GPS OBS
 FA3288  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FA3288
 FA3288  HORZ ORDER  -  SECOND
 FA3288  ELLP ORDER  -  FOURTH    CLASS II
 FA3288
 FA3288.The horizontal coordinates were established by classical geodetic methods
 FA3288.and adjusted by the National Geodetic Survey in March 2003..
 FA3288
 FA3288.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3288
 FA3288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3288
 FA3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3288
 FA3288.The ellipsoidal height was determined by GPS observations
 FA3288.and is referenced to NAD 83.
 FA3288
 FA3288.The geoid height was determined by GEOID03.
 FA3288
 FA3288;                    North         East     Units Scale Factor Converg.
 FA3288;SPC SC       -   369,123.529   540,456.917   MT  1.00013223   -0 25 14.4
 FA3288;SPC SC       - 1,211,035.20  1,773,152.61   iFT  1.00013223   -0 25 14.4
 FA3288;SPC NC       -   159,823.835   358,308.877   MT  0.99987389   -1 35 32.3
 FA3288;SPC NC       -   524,355.37  1,175,551.71   sFT  0.99987389   -1 35 32.3
 FA3288;UTM  17      - 3,890,970.856   430,892.405   MT  0.99965886   -0 26 13.1
 FA3288
 FA3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3288!SPC SC       -   0.99996100  x   1.00013223  =   1.00009322
 FA3288!SPC NC       -   0.99996100  x   0.99987389  =   0.99983489
 FA3288!UTM  17      -   0.99996100  x   0.99965886  =   0.99961987
 FA3288
 FA3288:                Primary Azimuth Mark                     Grid Az
 FA3288:SPC SC       -  11 005 AZ MK                             132 34 32.3
 FA3288:SPC NC       -  11 005 AZ MK                             133 44 50.2
 FA3288:UTM  17      -  11 005 AZ MK                             132 35 31.0
 FA3288
 FA3288|---------------------------------------------------------------------|
 FA3288| PID    Reference Object                     Distance      Geod. Az  |
 FA3288|                                                           dddmmss.s |
 FA3288| FA3287 11 005 AZ MK                        APPROX. 0.7 KM 1320917.9 |
 FA3288| FA3301 THICKETTY 2 RM 4                    APPROX. 5.2 KM 1901716.1 |
 FA3288|---------------------------------------------------------------------|
 FA3288
 FA3288                          SUPERSEDED SURVEY CONTROL
 FA3288
 FA3288  NAD 83(1995)-  35 09 33.42396(N)    081 45 31.66403(W) AD(       ) 2
 FA3288  ELLIP H (12/20/99)  248.50   (m)                       GP(       ) 4 1
 FA3288  NAD 83(1986)-  35 09 33.43616(N)    081 45 31.66793(W) AD(       ) 2
 FA3288  NAD 27      -  35 09 32.98285(N)    081 45 32.27600(W) AD(       ) 2
 FA3288  NGVD 29 (11/06/91)  280.7    (m)          921.     (f) GPS OBS        
 FA3288
 FA3288.Superseded values are not recommended for survey control.
 FA3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3288.See file dsdata.txt to determine how the superseded data were derived.
 FA3288
 FA3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU3089290971(NAD 83)
 FA3288_MARKER: DD = SURVEY DISK
 FA3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3288_SP_SET: CONCRETE POST
 FA3288_STAMPING: HORZ 11 005 1981
 FA3288_MARK LOGO: SCGS  
 FA3288_PROJECTION: FLUSH
 FA3288_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3288+STABILITY: SURFACE MOTION
 FA3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3288+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FA3288
 FA3288  HISTORY     - Date     Condition        Report By
 FA3288  HISTORY     - 1981     MONUMENTED       SCGS
 FA3288  HISTORY     - 1981     GOOD             SCGS
 FA3288  HISTORY     - 19850101 GOOD             NCGS
 FA3288  HISTORY     - 19890906 GOOD             SCGS
 FA3288  HISTORY     - 19970324 GOOD             USPSQD
 FA3288  HISTORY     - 20020729 GOOD             SCGS
 FA3288
 FA3288                          STATION DESCRIPTION
 FA3288
 FA3288'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 FA3288'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) NORTHWEST OF
 FA3288'GAFFNEY, 9.6 KM (6.0 MI) EAST-NORTHEAST OF CHESNEE, 3.2 KM
 FA3288'(2.0 MI) SOUTH OF THE NORTH CAROLINA AND SOUTH CAROLINA
 FA3288'STATE LINE.
 FA3288'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 FA3288'FERRELL J PROSSER, DIRECTOR SC GEODETIC, 1028 SUMTER ST,
 FA3288'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 FA3288'
 FA3288'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY
 FA3288'221 ALTERNATE AND STATE HIGHWAYS 11 AND 110, WHICH IS
 FA3288'4.0 KM (2.5 MI) EAST SOUTHEAST OF CHESNEE.  GO EASTERLY
 FA3288'ON HIGHWAY 11 FOR 3.9 KM (2.45 MI) TO A FORK LEFT, COUNTY
 FA3288'ROAD S-11-36, BEAR LEFT AND GO NORTHEAST ON S-11-36 FOR
 FA3288'4.0 KM (2.5 MI) TO THE JUNCTION WITH COUNTY ROAD S-11-29,
 FA3288'TURN LEFT AND GO NORTHERLY ON S-11-29 FOR 1.2 KM
 FA3288'(0.75 MI) TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 FA3288'0.7 KM (0.45 MI) TO THE STATION ON THE RIGHT.
 FA3288'
 FA3288'THE STATION IS A STANDARD SCGS DISK
 FA3288'STAMPED---HORZ 11 005 1981---,
 FA3288'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3288'FLUSH WITH GROUND.  IT IS LOCATED
 FA3288'16.90 METER (55.42 FT) SOUTH-SOUTHEAST FROM A 12-INCH
 FA3288'PECAN TREE,
 FA3288'6.285 METERS (20.62 FT) NORTHEAST FROM THE APPROXIMATE
 FA3288'CENTER OF COUNTY ROAD S-11-29,
 FA3288'2.29 METERS (7.51 FT) SOUTHWEST FROM A SEVEN FOOT HIGH
 FA3288'CHAINLINK FENCE SURROUNDING A FARM EQUIPMENT DEALERSHIP AND
 FA3288'1.91 METERS (6.27 FT) SOUTH-SOUTHWEST FROM A
 FA3288'TELEPHONE JUNCTION BOX AND A METAL WITNESS POST.
 FA3288'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3288'STAMPED---HORZ 11 005 1981---,
 FA3288'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3288'
 FA3288'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA3288'STAMPED---AZ MK 11 005 1981---,
 FA3288'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3288'FLUSH WITH GROUND.  IT IS LOCATED
 FA3288'9.26 METERS (30.38 FT) SOUTHWEST FROM THE APPROXIMATE
 FA3288'CENTER OF COUNTY ROAD S-11-29,
 FA3288'5.60 METERS (18.35 FT) EAST-SOUTHEAST FROM A WIRE
 FA3288'FENCE CORNER,
 FA3288'3.20 METERS (10.5 FT) NORTHWEST FROM A POWERLINE POLE AND
 FA3288'1.01 METERS (3.31 FT) NORTHEAST FROM A METAL WITNESS
 FA3288'POST.
 FA3288'
 FA3288'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FA3288'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3288
 FA3288                          STATION RECOVERY (1981)
 FA3288
 FA3288'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 FA3288'RECOVERED IN GOOD CONDITION.
 FA3288
 FA3288                          STATION RECOVERY (1985)
 FA3288
 FA3288'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FA3288'RECOVERED AS DESCRIBED.
 FA3288
 FA3288                          STATION RECOVERY (1989)
 FA3288
 FA3288'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA3288'STATION IS LOCATED 5.8 MILES EAST NORTHEAST OF CHESNEE AND 8.55 MILES
 FA3288'NORTHWEST OF GAFFNEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 FA3288'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA3288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 110 AND
 FA3288'U.S. HIGHWAY 221 ALTERNATE (2.6 MILES EAST SOUTHEAST OF CHESNEE), GO
 FA3288'SOUTHEAST ON HIGHWAY 11 FOR 2.45 MILES TO THE JUNCTION OF STATE ROAD
 FA3288'36 (BONNER ROAD), TURN LEFT ON ROAD 36 FOR 2.5 MILES TO THE JUNCTION
 FA3288'OF STATE ROAD 29 (BUCK SHOALS ROAD), TURN LEFT ON ROAD 29 FOR 1.15
 FA3288'MILES TO THE JUNCTION OF STATE ROAD 241 (ASHWORTH SCHOOL ROAD),
 FA3288'CONTINUE ON ROAD 29 FOR 0.05 MILE TO THE STATION ON THE RIGHT, NEAR
 FA3288'THE WEST CORNER OF A CHAIN LINK FENCE SURROUNDING A CONCRETE BLOCK
 FA3288'BUILDING.
 FA3288'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE ROAD,
 FA3288'55.2 FEET SOUTHEAST OF AN 18-INCH PECAN TREE, 20.9 FEET NORTHEAST OF
 FA3288'THE CENTER OF THE ROAD, 5.9 FEET SOUTHWEST OF A TELEPHONE JUNCTION BOX
 FA3288'P 118, 81.8 FEET NORTHWEST OF THE SOUTH FENCE CORNER, 19.0 FEET SOUTH
 FA3288'SOUTHEAST OF THE WEST FENCE CORNER, 7.0 FEET SOUTH OF A WITNESS POST.
 FA3288'RECOVERED BY J.R. WERNER.
 FA3288
 FA3288                          STATION RECOVERY (1997)
 FA3288
 FA3288'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3288'RECOVERED IN GOOD CONDITION.
 FA3288
 FA3288                          STATION RECOVERY (2002)
 FA3288
 FA3288'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA3288'STATION IS LOCATED 5.8 MILES EAST OF CHESNEE, 8.6 MILES NORTHWEST OF
 FA3288'GAFFNEY.
 FA3288'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 FA3288'SC 29202, PHONE
 FA3288'803-737-1350.
 FA3288'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 (EXIT
 FA3288'92) AND STATE
 FA3288'HIGHWAY 11 IN GAFFNEY, GO NORTH NORTHWEST ON HIGHWAY 11 FOR 4.7 MILES
 FA3288'TO THE
 FA3288'JUNCTION OF STATE ROAD 29 (BUCK SHOALS ROAD),  TURN RIGHT ON ROAD 29
 FA3288'FOR 2.45 MILES TO
 FA3288'THE JUNCTION OF STATE ROAD 241 (ASHWORTH SCHOOL ROAD), CONTINUE ON
 FA3288'ROAD 29 FOR 0.05
 FA3288'MILE TO THE STATION ON THE RIGHT NEAR THE WEST CORNER OF A CHAIN LINK
 FA3288'FENCE AROUND A
 FA3288'CONCRETE BLOCK BUILDING.
 FA3288'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA3288'ROAD, 20.2 FEET
 FA3288'NORTHEAST OF THE CENTER OF THE ROAD, 18.9 FEET SOUTH SOUTHEAST OF THE
 FA3288'CHAIN LINK FENCE
 FA3288'CORNER POST, 5.9 FEET SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER
 FA3288'118, 7.0 FEET SOUTH
 FA3288'OF A WITNESS POST.
 FA3288'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 11 005 AZ MK.
 FA3288'RECOVERED BY T. HALL.
 FA3288' 
 FA3288' 
 FA3288' 
 FA3288'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3287 ***********************************************************************
 FA3287  DESIGNATION -  11 005 AZ MK
 FA3287  PID         -  FA3287
 FA3287  STATE/COUNTY-  SC/CHEROKEE
 FA3287  USGS QUAD   -  CHESNEE (1993)
 FA3287
 FA3287                         *CURRENT SURVEY CONTROL
 FA3287  ___________________________________________________________________
 FA3287* NAD 83(2001)-  35 09 17.94413(N)    081 45 10.84534(W)     ADJUSTED  
 FA3287* NAVD 88     -       278.7    (meters)     914.     (feet)  VERTCON   
 FA3287  ___________________________________________________________________
 FA3287  X           -     748,867.043 (meters)                     COMP
 FA3287  Y           -  -5,166,759.114 (meters)                     COMP
 FA3287  Z           -   3,652,080.308 (meters)                     COMP
 FA3287  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 FA3287  ELLIP HEIGHT-         246.65  (meters)          (03/27/03) GPS OBS
 FA3287  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 FA3287
 FA3287  HORZ ORDER  -  SECOND
 FA3287  ELLP ORDER  -  FOURTH    CLASS II
 FA3287
 FA3287.The horizontal coordinates were established by classical geodetic methods
 FA3287.and adjusted by the National Geodetic Survey in March 2003..
 FA3287
 FA3287.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3287
 FA3287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3287
 FA3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3287
 FA3287.The ellipsoidal height was determined by GPS observations
 FA3287.and is referenced to NAD 83.
 FA3287
 FA3287.The geoid height was determined by GEOID03.
 FA3287
 FA3287;                    North         East     Units Scale Factor Converg.
 FA3287;SPC SC       -   368,642.578   540,980.393   MT  1.00013027   -0 25 02.9
 FA3287;SPC SC       - 1,209,457.28  1,774,870.06   iFT  1.00013027   -0 25 02.9
 FA3287;SPC NC       -   159,332.408   358,822.278   MT  0.99987401   -1 35 20.2
 FA3287;SPC NC       -   522,743.08  1,177,236.09   sFT  0.99987401   -1 35 20.2
 FA3287;UTM  17      - 3,890,489.984   431,415.497   MT  0.99965797   -0 26 00.9
 FA3287
 FA3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3287!SPC SC       -   0.99996129  x   1.00013027  =   1.00009155
 FA3287!SPC NC       -   0.99996129  x   0.99987401  =   0.99983530
 FA3287!UTM  17      -   0.99996129  x   0.99965797  =   0.99961927
 FA3287
 FA3287:                Primary Azimuth Mark                     Grid Az
 FA3287:SPC SC       -  11 005                                   312 34 32.8
 FA3287:SPC NC       -  11 005                                   313 44 50.1
 FA3287:UTM  17      -  11 005                                   312 35 30.8
 FA3287
 FA3287|---------------------------------------------------------------------|
 FA3287| PID    Reference Object                     Distance      Geod. Az  |
 FA3287|                                                           dddmmss.s |
 FA3287| FA3288 11 005                              APPROX. 0.7 KM 3120929.9 |
 FA3287|---------------------------------------------------------------------|
 FA3287
 FA3287                          SUPERSEDED SURVEY CONTROL
 FA3287
 FA3287  NAD 83(1995)-  35 09 17.94428(N)    081 45 10.84514(W) AD(       ) 2
 FA3287  ELLIP H (12/20/99)  246.66   (m)                       GP(       ) 4 1
 FA3287  NAD 83(1986)-  35 09 17.95549(N)    081 45 10.84916(W) AD(       ) 2
 FA3287  NAD 27      -  35 09 17.50135(N)    081 45 11.45885(W) AD(       ) 2
 FA3287  NGVD 29 (11/06/91)  278.9    (m)          915.     (f) GPS OBS        
 FA3287
 FA3287.Superseded values are not recommended for survey control.
 FA3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3287.See file dsdata.txt to determine how the superseded data were derived.
 FA3287
 FA3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU3141590490(NAD 83)
 FA3287_MARKER: DD = SURVEY DISK
 FA3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3287_SP_SET: CONCRETE POST
 FA3287_STAMPING: AZ MK 11 005 1981
 FA3287_MARK LOGO: SCGS  
 FA3287_PROJECTION: FLUSH
 FA3287_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA3287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3287+STABILITY: SURFACE MOTION
 FA3287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3287+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FA3287
 FA3287  HISTORY     - Date     Condition        Report By
 FA3287  HISTORY     - 1981     MONUMENTED       SCGS
 FA3287  HISTORY     - 1982     GOOD             SCGS
 FA3287  HISTORY     - 19850101 GOOD             NCGS
 FA3287  HISTORY     - 19890906 GOOD             SCGS
 FA3287  HISTORY     - 19970324 GOOD             USPSQD
 FA3287  HISTORY     - 20020729 GOOD             SCGS
 FA3287
 FA3287                          STATION DESCRIPTION
 FA3287
 FA3287'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3287'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) NORTHWEST
 FA3287'OF GAFFNEY, 9.6 KM (6.0 MI) EAST-NORTHEAST OF CHESNEE,
 FA3287'3.2 KM (2.0 MI) SOUTH OF THE NORTH CAROLINA AND SOUTH
 FA3287'CAROLINA STATE LINE.
 FA3287'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 FA3287'FERRELL J PROSSER, DIRECTOR SC GEODETIC, 1028 SUMTER ST,
 FA3287'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 FA3287'
 FA3287'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY
 FA3287'221 ALTERNATE AND STATE HIGHWAYS 11 AND 110, WHICH IS
 FA3287'4.0 KM (2.5 MI) EAST SOUTHEAST OF CHESNEE.  GO EAST ON
 FA3287'STATE HIGHWAY 11 FOR 3.9 KM (2.45 MI) TO A FORK LEFT COUNTY
 FA3287'ROAD S-11-36, BEAR LEFT AND GO NORTHEAST ON S-11-36
 FA3287'FOR 4.0 KM (2.5 MI) TO THE JUNCTION WITH COUNTY ROAD S-11-29
 FA3287'TURN LEFT AND GO NORTHERLY ON S-11-29 FOR 1.2 KM (0.75 MI)
 FA3287'TO THE STATION ON THE LEFT.
 FA3287'
 FA3287'THE STATION IS A STANDARD SCGS DISK
 FA3287'STAMPED---AZ MK 11 005 1981---,
 FA3287'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3287'FLUSH WITH GROUND.  IT IS LOCATED
 FA3287'9.26 METERS (30.38 FT) SOUTHWEST FROM THE APPROXIMATE
 FA3287'CENTER OF COUNTY ROAD S-11-29,
 FA3287'8.12 METERS (26.63 FT) SOUTHEAST FROM THE APPROXIMATE
 FA3287'CENTER OF A GRAVEL DRIVE TO A BRICK FARMHOUSE,
 FA3287'5.60 METERS (18.35 FT) EAST-SOUTHEAST FROM A WIRE
 FA3287'FENCE CORNER,
 FA3287'3.20 METERS (10.50 FT) NORTHWEST FROM A POWERLINE POLE AND
 FA3287'1.01 METERS (3.31 FT) NORTHEAST FROM A METAL WITNESS
 FA3287'POST.
 FA3287'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3287'STAMPED---AZ MK 11 005 1981---,
 FA3287'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3287'
 FA3287'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FA3287'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3287
 FA3287                          STATION RECOVERY (1985)
 FA3287
 FA3287'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FA3287'RECOVERED AS DESCRIBED.
 FA3287
 FA3287                          STATION RECOVERY (1989)
 FA3287
 FA3287'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA3287'STATION IS LOCATED 6.1 MILES EAST NORTHEAST OF CHESNEE AND 8.1 MILES
 FA3287'NORTHWEST OF GAFFNEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 FA3287'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA3287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 110 AND
 FA3287'U.S. HIGHWAY 221 ALTERNATE (2.6 MILES EAST SOUTHEAST OF CHESNEE), GO
 FA3287'SOUTHEAST ON HIGHWAY 11 FOR 2.45 MILES TO THE JUNCTION OF STATE ROAD
 FA3287'36 (BONNER ROAD), TURN LEFT ON ROAD 36 FOR 2.5 MILES TO THE JUNCTION
 FA3287'OF STATE ROAD 29 (BUCK SHOALS ROAD), TURN LEFT ON ROAD 29 FOR 0.75
 FA3287'MILE TO THE STATION ON THE LEFT, NEAR A POWER POLE IN THE SOUTH ANGLE
 FA3287'OF A GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE.
 FA3287'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA3287'ROAD, 30.2 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 30.0 FEET
 FA3287'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 17.8 FEET EAST SOUTHEAST OF A
 FA3287'FENCE CORNER, 9.0 FEET NORTHEAST OF A WIRE FENCE LINE, 10.1 FEET
 FA3287'NORTHWEST OF THE POWER POLE NUMBER 117, 3.5 FEET NORTHEAST OF A
 FA3287'WITNESS POST.
 FA3287'RECOVERED BY J.R. WERNER.
 FA3287
 FA3287                          STATION RECOVERY (1997)
 FA3287
 FA3287'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3287'RECOVERED IN GOOD CONDITION.
 FA3287
 FA3287                          STATION RECOVERY (2002)
 FA3287
 FA3287'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA3287'STATION IS LOCATED 6.1 MILES EAST OF CHESNEE, 8.15 MILES NORTHWEST OF
 FA3287'GAFFNEY.
 FA3287'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 FA3287'SC 29202, PHONE
 FA3287'803-737-1350.
 FA3287'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 (EXIT
 FA3287'92) AND STATE
 FA3287'HIGHWAY 11 IN GAFFNEY, GO NORTH NORTHWEST ON HIGHWAY 11 FOR 4.7 MILES
 FA3287'TO THE
 FA3287'JUNCTION OF STATE ROAD 29 (BUCK SHOALS ROAD),  TURN RIGHT ON ROAD 29
 FA3287'FOR 1.3 MILES TO
 FA3287'THE JUNCTION OF STATE ROAD 36 (BONNER ROAD), CONTINUE ON ROAD 29 FOR
 FA3287'0.75 MILE TO THE
 FA3287'STATION ON THE LEFT IN THE SOUTH ANGLE OF A GRAVEL DRIVEWAY LEADING TO
 FA3287'A BRICK
 FA3287'HOUSE.
 FA3287'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA3287'ROAD, 30.2 FEET
 FA3287'SOUTHWEST OF THE CENTER OF THE ROAD, 18.9 FEET SOUTH OF THE SOUTHEAST
 FA3287'CORNER OF A
 FA3287'0.7-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 10.0 FEET
 FA3287'NORTHWEST OF A
 FA3287'POWER POLE NUMBER 117, 31.1 FEET SOUTHEAST OF THE CENTER OF THE
 FA3287'DRIVEWAY, 3.4 FEET
 FA3287'NORTH NORTHEAST OF A WITNESS POST.
 FA3287'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 11 005.
 FA3287'RECOVERED BY T. HALL.
 FA3287' 
 FA3287' 
 FA3287' 
 FA3287' 
 FA3287' 
 FA3287'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0121 ***********************************************************************
 ED0121  DESIGNATION -  11 615 B
 ED0121  PID         -  ED0121
 ED0121  STATE/COUNTY-  SC/SPARTANBURG
 ED0121  USGS QUAD   -  GREER (1983)
 ED0121
 ED0121                         *CURRENT SURVEY CONTROL
 ED0121  ___________________________________________________________________
 ED0121* NAD 83(1986)-  34 56 25.     (N)    082 08 18.     (W)     SCALED    
 ED0121* NAVD 88     -       257.037  (meters)     843.30   (feet)  ADJUSTED  
 ED0121  ___________________________________________________________________
 ED0121  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 ED0121  DYNAMIC HT  -         256.780 (meters)     842.45  (feet)  COMP
 ED0121  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 ED0121
 ED0121  VERT ORDER  -  FIRST     CLASS II
 ED0121
 ED0121.The horizontal coordinates were scaled from a topographic map and have
 ED0121.an estimated accuracy of +/- 6 seconds.
 ED0121
 ED0121.The orthometric height was determined by differential leveling
 ED0121.and adjusted by the National Geodetic Survey in June 1991..
 ED0121
 ED0121.The geoid height was determined by GEOID03.
 ED0121
 ED0121.The dynamic height is computed by dividing the NAVD 88
 ED0121.geopotential number by the normal gravity value computed on the
 ED0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0121.degrees latitude (g = 980.6199 gals.).
 ED0121
 ED0121.The modeled gravity was interpolated from observed gravity values.
 ED0121
 ED0121;                    North         East    Units  Estimated Accuracy
 ED0121;SPC SC       -   345,140.      505,610.      MT  (+/- 180 meters Scaled)
 ED0121
 ED0121                          SUPERSEDED SURVEY CONTROL
 ED0121
 ED0121  NGVD 29 (??/??/92)  257.128  (m)          843.59   (f) ADJ UNCH    1 2
 ED0121
 ED0121.Superseded values are not recommended for survey control.
 ED0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0121.See file dsdata.txt to determine how the superseded data were derived.
 ED0121
 ED0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU960670(NAD 83)
 ED0121_MARKER: Z = SEE DESCRIPTION
 ED0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0121_SP_SET: BRIDGE
 ED0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0121
 ED0121  HISTORY     - Date     Condition        Report By
 ED0121  HISTORY     - UNK      MONUMENTED       SCHD
 ED0121  HISTORY     - 1933     GOOD             NGS
 ED0121
 ED0121                          STATION DESCRIPTION
 ED0121
 ED0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0121'0.3 MI NE FROM DUNCAN.
 ED0121'ABOUT 0.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM DUNCAN,
 ED0121'SPARTANBURG COUNTY, ABOUT 234 FEET SOUTHWEST OF SEMAPHORE SIGNAL
 ED0121'465.9, AT THE OVERHEAD BRIDGE OF U.S. HIGHWAY 29, IN THE CENTER
 ED0121'PANEL AT THE CENTER LINE OF THE HIGHWAY, AND 10 FEET NORTHWEST OF
 ED0121'THE CENTER LINE OF THE SOUTH-BOUND MAIN TRACK.  A BRASS PIN,
 ED0121'MARKED S.C.H.D. 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0005 ***********************************************************************
 DF0005  DESIGNATION -  11 670
 DF0005  PID         -  DF0005
 DF0005  STATE/COUNTY-  SC/MCCORMICK
 DF0005  USGS QUAD   -  WILLINGTON (1964)
 DF0005
 DF0005                         *CURRENT SURVEY CONTROL
 DF0005  ___________________________________________________________________
 DF0005* NAD 83(1986)-  33 58 05.     (N)    082 27 50.     (W)     SCALED    
 DF0005* NAVD 88     -       146.165  (meters)     479.54   (feet)  ADJUSTED  
 DF0005  ___________________________________________________________________
 DF0005  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DF0005  DYNAMIC HT  -         146.017 (meters)     479.06  (feet)  COMP
 DF0005  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 DF0005
 DF0005  VERT ORDER  -  FIRST     CLASS II
 DF0005
 DF0005.The horizontal coordinates were scaled from a topographic map and have
 DF0005.an estimated accuracy of +/- 6 seconds.
 DF0005
 DF0005.The orthometric height was determined by differential leveling
 DF0005.and adjusted by the National Geodetic Survey in June 1991..
 DF0005
 DF0005.The geoid height was determined by GEOID03.
 DF0005
 DF0005.The dynamic height is computed by dividing the NAVD 88
 DF0005.geopotential number by the normal gravity value computed on the
 DF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0005.degrees latitude (g = 980.6199 gals.).
 DF0005
 DF0005.The modeled gravity was interpolated from observed gravity values.
 DF0005
 DF0005;                    North         East    Units  Estimated Accuracy
 DF0005;SPC SC       -   237,690.      474,340.      MT  (+/- 180 meters Scaled)
 DF0005
 DF0005                          SUPERSEDED SURVEY CONTROL
 DF0005
 DF0005  NGVD 29 (??/??/92)  146.334  (m)          480.10   (f) ADJ UNCH    1 2
 DF0005
 DF0005.Superseded values are not recommended for survey control.
 DF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0005.See file dsdata.txt to determine how the superseded data were derived.
 DF0005
 DF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT647595(NAD 83)
 DF0005_MARKER: S = SPIKE
 DF0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0005_SP_SET: TREE
 DF0005_PROJECTION: FLUSH
 DF0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0005
 DF0005  HISTORY     - Date     Condition        Report By
 DF0005  HISTORY     - UNK      MONUMENTED       SCHD
 DF0005  HISTORY     - 1933     GOOD             NGS
 DF0005  HISTORY     - 19970701 MARK NOT FOUND   SCGS
 DF0005
 DF0005                          STATION DESCRIPTION
 DF0005
 DF0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0005'0.2 MI SE FROM WILLINGTON.
 DF0005'0.2 MILE SOUTHEAST ALONG THE CHARLESTON AND WESTERN CAROLINA
 DF0005'RAILWAY FROM WILLINGTON, MC CORMICK COUNTY, 1/8 MILE NORTH OF
 DF0005'MILEPOST 55, ON THE EASTSIDE OF A CUT, 35 FEET NORTHEAST OF THE
 DF0005'EAST RAIL, 44 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DF0005'82, NEAR A GROUP OF TALL PINE TREES, IN THE SOUTHEAST SIDE OF A
 DF0005'15-INCH HICKORY TREE, AND 6 INCHES ABOVE THE GROUND. A RAILROAD
 DF0005'SPIKE.
 DF0005
 DF0005                          STATION RECOVERY (1997)
 DF0005
 DF0005'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0005'NOT RECOVERED, MEASUREMENTS LED TO AN AREA WITH SMALL TREES, PRESUMED
 DF0005'DESTROYED BY REFORESTATION.  RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0041 ***********************************************************************
 DF0041  DESIGNATION -  11 744
 DF0041  PID         -  DF0041
 DF0041  STATE/COUNTY-  SC/MCCORMICK
 DF0041  USGS QUAD   -  CLARKS HILL (1986)
 DF0041
 DF0041                         *CURRENT SURVEY CONTROL
 DF0041  ___________________________________________________________________
 DF0041* NAD 83(1986)-  33 40 57.     (N)    082 10 52.     (W)     SCALED    
 DF0041* NAVD 88     -       118.05   (+/-2cm)     387.3    (feet)  VERTCON   
 DF0041  ___________________________________________________________________
 DF0041  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DF0041
 DF0041  VERT ORDER  -  ? (See Below)
 DF0041
 DF0041.The horizontal coordinates were scaled from a topographic map and have
 DF0041.an estimated accuracy of +/- 6 seconds.
 DF0041
 DF0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0041.The vertical order pertains to the NGVD 29 superseded value.
 DF0041
 DF0041.The geoid height was determined by GEOID03.
 DF0041
 DF0041;                    North         East    Units  Estimated Accuracy
 DF0041;SPC SC       -   205,690.      500,100.      MT  (+/- 180 meters Scaled)
 DF0041
 DF0041                          SUPERSEDED SURVEY CONTROL
 DF0041
 DF0041  NGVD 29 (??/??/92)  118.263  (m)          388.00   (f) ADJ UNCH    ?  
 DF0041
 DF0041.Superseded values are not recommended for survey control.
 DF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0041.See file dsdata.txt to determine how the superseded data were derived.
 DF0041
 DF0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT905275(NAD 83)
 DF0041_MARKER: S = SPIKE
 DF0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0041_SP_SET: TREE
 DF0041_PROJECTION: FLUSH
 DF0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0041
 DF0041  HISTORY     - Date     Condition        Report By
 DF0041  HISTORY     - UNK      MONUMENTED       SCHD
 DF0041  HISTORY     - 1933     GOOD             NGS
 DF0041  HISTORY     - 19970710 MARK NOT FOUND   SCGS
 DF0041
 DF0041                          STATION DESCRIPTION
 DF0041
 DF0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0041'1.3 MI N FROM CLARKS HILL.
 DF0041'1.3 MILES NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0041'FROM CLARKS HILL, MCCORMICK COUNTY, 115 FEET SOUTH OF MILEPOST
 DF0041'25, 109 FEET WEST OF THE WEST RAIL, 61 FEET WEST OF THE CENTERLINE
 DF0041'OF STATE HIGHWAY 28, IN THE EAST SIDE OF AN 18-INCH PINE TREE,
 DF0041'AND 1-1/2 FEET ABOVE GROUND.  A RAILROAD SPIKE.
 DF0041
 DF0041                          STATION RECOVERY (1997)
 DF0041
 DF0041'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0041'NOT RECOVERED, PRESUMED DESTROYED BY REFORESTATION, SEARCHED 10
 DF0041'MINUTES WITH NO RESULTS.  RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1259 ***********************************************************************
 DD1259  DESIGNATION -  11 MEA
 DD1259  PID         -  DD1259
 DD1259  STATE/COUNTY-  SC/BERKELEY
 DD1259  USGS QUAD   -  BLAKELY (1990)
 DD1259
 DD1259                         *CURRENT SURVEY CONTROL
 DD1259  ___________________________________________________________________
 DD1259* NAD 83(1986)-  33 23 26.     (N)    079 51 32.     (W)     SCALED    
 DD1259* NAVD 88     -        10.097  (meters)      33.13   (feet)  ADJUSTED  
 DD1259  ___________________________________________________________________
 DD1259  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DD1259  DYNAMIC HT  -          10.086 (meters)      33.09  (feet)  COMP
 DD1259  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 DD1259
 DD1259  VERT ORDER  -  FIRST     CLASS II
 DD1259
 DD1259.The horizontal coordinates were scaled from a topographic map and have
 DD1259.an estimated accuracy of +/- 6 seconds.
 DD1259
 DD1259.The orthometric height was determined by differential leveling
 DD1259.and adjusted by the National Geodetic Survey in June 1991..
 DD1259
 DD1259.The geoid height was determined by GEOID03.
 DD1259
 DD1259.The dynamic height is computed by dividing the NAVD 88
 DD1259.geopotential number by the normal gravity value computed on the
 DD1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1259.degrees latitude (g = 980.6199 gals.).
 DD1259
 DD1259.The modeled gravity was interpolated from observed gravity values.
 DD1259
 DD1259;                    North         East    Units  Estimated Accuracy
 DD1259;SPC SC       -   173,280.      715,750.      MT  (+/- 180 meters Scaled)
 DD1259
 DD1259                          SUPERSEDED SURVEY CONTROL
 DD1259
 DD1259  NGVD 29 (03/21/89)   10.397  (m)           34.11   (f) ADJUSTED    1 2
 DD1259
 DD1259.Superseded values are not recommended for survey control.
 DD1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1259.See file dsdata.txt to determine how the superseded data were derived.
 DD1259
 DD1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS061951(NAD 83)
 DD1259_MARKER: DB = BENCH MARK DISK
 DD1259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1259_SP_SET: BOX CULVERT
 DD1259_STAMPING: 11 MEA 1981 53
 DD1259_MARK LOGO: USGS  
 DD1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1259+STABILITY: SURFACE MOTION
 DD1259
 DD1259  HISTORY     - Date     Condition        Report By
 DD1259  HISTORY     - 1981     MONUMENTED       USGS
 DD1259  HISTORY     - 1984     GOOD             SCGS
 DD1259
 DD1259                          STATION DESCRIPTION
 DD1259
 DD1259'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1259'6.7 KM (4.15 MI) SE FROM ST STEPHEN.
 DD1259'6.7 KILOMETERS (4.15 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1259'POST OFFICE IN ST. STEPHEN, SET IN THE EAST CORNER OF A BOX CULVERT
 DD1259'UNDER THE HIGHWAY.
 DD1259'THE MARK IS 0.90 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8545 ***********************************************************************
 DE8545  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8545  DESIGNATION -  11 NW 20
 DE8545  PID         -  DE8545
 DE8545  STATE/COUNTY-  SC/AIKEN
 DE8545  USGS QUAD   -  AIKEN NW (1982)
 DE8545
 DE8545                         *CURRENT SURVEY CONTROL
 DE8545  ___________________________________________________________________
 DE8545* NAD 83(2001)-  33 37 46.39059(N)    081 42 07.16909(W)     ADJUSTED  
 DE8545* NAVD 88     -       126.48   (meters)     415.0    (feet)  GPS OBS   
 DE8545  ___________________________________________________________________
 DE8545  X           -     767,244.313 (meters)                     COMP
 DE8545  Y           -  -5,260,548.578 (meters)                     COMP
 DE8545  Z           -   3,512,360.800 (meters)                     COMP
 DE8545  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DE8545  ELLIP HEIGHT-          95.93  (meters)          (03/13/03) GPS OBS
 DE8545  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DE8545
 DE8545  HORZ ORDER  -  FIRST
 DE8545  ELLP ORDER  -  FOURTH    CLASS II
 DE8545
 DE8545.The horizontal coordinates were established by GPS observations
 DE8545.and adjusted by the National Geodetic Survey in March 2003..
 DE8545
 DE8545.The orthometric height was determined by GPS observations and a
 DE8545.high-resolution geoid model using precise GPS observation and
 DE8545.processing techniques.
 DE8545
 DE8545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8545
 DE8545.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8545
 DE8545.The ellipsoidal height was determined by GPS observations
 DE8545.and is referenced to NAD 83.
 DE8545
 DE8545.The geoid height was determined by GEOID03.
 DE8545
 DE8545;                    North         East     Units Scale Factor Converg.
 DE8545;SPC SC       -   199,414.824   544,480.434   MT  0.99979390   -0 23 21.1
 DE8545;SPC SC       -   654,248.11  1,786,353.13   iFT  0.99979390   -0 23 21.1
 DE8545;UTM  17      - 3,721,303.679   434,891.927   MT  0.99965226   -0 23 19.6
 DE8545
 DE8545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8545!SPC SC       -   0.99998494  x   0.99979390  =   0.99977884
 DE8545!UTM  17      -   0.99998494  x   0.99965226  =   0.99963721
 DE8545
 DE8545                          SUPERSEDED SURVEY CONTROL
 DE8545
 DE8545  NAD 83(1986)-  33 37 46.39999(N)    081 42 07.16468(W) AD(       ) 1
 DE8545  NAD 83(1995)-  33 37 46.39069(N)    081 42 07.16867(W) AD(       ) 1
 DE8545  ELLIP H (11/18/02)   96.00   (m)                       GP(       ) 4 2
 DE8545
 DE8545.Superseded values are not recommended for survey control.
 DE8545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8545.See file dsdata.txt to determine how the superseded data were derived.
 DE8545
 DE8545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3489221304(NAD 83)
 DE8545_MARKER: P = PIPE CAP
 DE8545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE8545_STAMPING: 11 NW 20 1992
 DE8545_MARK LOGO: SC0020
 DE8545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8545+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 DE8545
 DE8545  HISTORY     - Date     Condition        Report By
 DE8545  HISTORY     - 1992     MONUMENTED       SC0020
 DE8545  HISTORY     - 20000801 GOOD             SCGS
 DE8545
 DE8545                          STATION DESCRIPTION
 DE8545
 DE8545'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8545'STATION IS LOCATED 4.75 MILES (7.64 KM) NORTH NORTHEAST OF AIKEN.
 DE8545'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE8545'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE8545'JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 22) AND U.S.  HIGHWAY 1, 7.5
 DE8545'MILES (12.1 KM) NORTHEAST OF AIKEN, GO SOUTH ON HIGHWAY 1 FOR 1.7
 DE8545'MILES (2.7 KM) TO THE JUNCTION OF STATE ROAD 26 (REYNOLDS POND ROAD) ,
 DE8545'TURN RIGHT ON ROAD 26 FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE
 DE8545'ROAD 980 (GREGORY ROAD) , TURN RIGHT ON ROAD 980 FOR 0.25 MILE (0.40
 DE8545'KM) TO THE STATION ON THE LEFT IN THE ROAD SHOULDER IN FRONT OF A
 DE8545'CINDER BLOCK CHURCH.  STATION IS A CONCRETE POST RECESSED 0.5 FOOT
 DE8545'(15.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 14.5 FEET (4.4 M)
 DE8545'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 105.4 FEET (32.1 M) NORTH
 DE8545'NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 2/RD/980, 146.9 FEET
 DE8545'(44.8 M) EAST SOUTHEAST OF THE SOUTH CORNER OF THE FRONT EXTENSION OF
 DE8545'THE CHURCH, 125.1 FEET (38.1 M) EAST NORTHEAST OF A POWER POLE NUMBER
 DE8545'90983/404-22--6.9--8.2 WITH A SECURITY LIGHT, 40.1 FEET (12.2 M)
 DE8545'SOUTHEAST OF A WITNESS POST BESIDE A POWER POLE NUMBER
 DE8545'05324/404/-22-7.4-8.3.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1531 ***********************************************************************
 DE1531  DESIGNATION -  110
 DE1531  PID         -  DE1531
 DE1531  STATE/COUNTY-  SC/CLARENDON
 DE1531  USGS QUAD   -  JORDAN (1987)
 DE1531
 DE1531                         *CURRENT SURVEY CONTROL
 DE1531  ___________________________________________________________________
 DE1531* NAD 83(2001)-  33 31 03.68851(N)    080 11 19.63933(W)     ADJUSTED  
 DE1531* NAVD 88     -        26.311  (meters)      86.32   (feet)  ADJUSTED  
 DE1531  ___________________________________________________________________
 DE1531  X           -     907,048.396 (meters)                     COMP
 DE1531  Y           -  -5,245,130.787 (meters)                     COMP
 DE1531  Z           -   3,501,967.290 (meters)                     COMP
 DE1531  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DE1531  ELLIP HEIGHT-          -5.58  (meters)          (10/01/04) GPS OBS
 DE1531  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DE1531  DYNAMIC HT  -          26.284 (meters)      86.23  (feet)  COMP
 DE1531  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 DE1531
 DE1531  HORZ ORDER  -  FIRST
 DE1531  VERT ORDER  -  FIRST     CLASS II
 DE1531  ELLP ORDER  -  FOURTH    CLASS I
 DE1531
 DE1531.The horizontal coordinates were established by GPS observations
 DE1531.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE1531
 DE1531.The orthometric height was determined by differential leveling
 DE1531.and adjusted by the National Geodetic Survey in June 1991..
 DE1531
 DE1531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1531
 DE1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1531
 DE1531.The ellipsoidal height was determined by GPS observations
 DE1531.and is referenced to NAD 83.
 DE1531
 DE1531.The geoid height was determined by GEOID03.
 DE1531
 DE1531.The dynamic height is computed by dividing the NAVD 88
 DE1531.geopotential number by the normal gravity value computed on the
 DE1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1531.degrees latitude (g = 980.6199 gals.).
 DE1531
 DE1531.The modeled gravity was interpolated from observed gravity values.
 DE1531
 DE1531;                    North         East     Units Scale Factor Converg.
 DE1531;SPC SC       -   187,084.814   684,948.418   MT  0.99979714   +0 26 59.0
 DE1531;SPC SC       -   613,795.32  2,247,206.10   iFT  0.99979714   +0 26 59.0
 DE1531;UTM  17      - 3,708,975.138   575,335.324   MT  0.99966997   +0 26 52.7
 DE1531
 DE1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1531!SPC SC       -   1.00000088  x   0.99979714  =   0.99979802
 DE1531!UTM  17      -   1.00000088  x   0.99966997  =   0.99967085
 DE1531
 DE1531                          SUPERSEDED SURVEY CONTROL
 DE1531
 DE1531  NAD 83(2001)-  33 31 03.68872(N)    080 11 19.64114(W) AD(       ) 2
 DE1531  NAD 83(1986)-  33 31 03.69916(N)    080 11 19.64059(W) AD(       ) 2
 DE1531  NAD 27      -  33 31 03.11679(N)    080 11 20.33406(W) AD(       ) 2
 DE1531  NAVD 88 (10/01/04)   26.31   (m)           86.3    (f) LEVELING    3  
 DE1531  NGVD 29 (03/21/89)   26.607  (m)           87.29   (f) ADJUSTED    1 2
 DE1531
 DE1531.Superseded values are not recommended for survey control.
 DE1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1531.See file dsdata.txt to determine how the superseded data were derived.
 DE1531
 DE1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7533508975(NAD 83)
 DE1531_MARKER: DD = SURVEY DISK
 DE1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1531_SP_SET: CONCRETE POST
 DE1531_STAMPING: 110 1977
 DE1531_MARK LOGO: SCPA  
 DE1531_PROJECTION: RECESSED 30 CENTIMETERS
 DE1531_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1531+STABILITY: SURFACE MOTION
 DE1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1531+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 DE1531
 DE1531  HISTORY     - Date     Condition        Report By
 DE1531  HISTORY     - 1977     MONUMENTED       SCSC
 DE1531  HISTORY     - 1985     GOOD             SCGS
 DE1531  HISTORY     - 20040121 GOOD             SCGS
 DE1531  HISTORY     - 20041007 GOOD             SCGS
 DE1531
 DE1531                          STATION DESCRIPTION
 DE1531
 DE1531'DESCRIBED BY SC SANTEE COOPER 1977
 DE1531'NO UNDERGROUND MARK WAS SET.
 DE1531'
 DE1531'THE STATION IS LOCATED ABOUT (8.7 MI) SOUTHEAST OF JORDEN, S.C., (0.
 DE1531'MI) OWNERSHIP--THE STATE OF SOUTH CAROLINA FOR INFORMATION CONTACT
 DE1531'MR. GEORGE WEATHERS PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA,
 DE1531'S.C. 29202.
 DE1531'
 DE1531'TO REACH THE STATION FROM STATIONIS LOCATED AT THE NORTHERLY END OF
 DE1531'DIKE ON LAKE MARION (0.1 MI) SOUTHERLY OF THE SPILLWAY GUARD GATE-AND
 DE1531'HOUSE NEXT TO DIRT ACCESS ROAD.
 DE1531'
 DE1531'THE STATION IS A STANDARD SCPA DISK STAMPED ---MON 110--- SET INTO
 DE1531'THE TOP OF AN IRREGULAR MASS OF CONCRETE RECESSED 12 INCHES BELOW THE
 DE1531'GROUND, LOCATED 98.4 FEET (29.992 METERS) NORTH-NORTHWEST FROM
 DE1531'APPROXIMATE CENTER OF DIRT ACCESS ROAD, 7.1 FEET (2.164 METERS) EAST
 DE1531'FROM EDGE OF PIKE, AND 3.4 FEET (1.036 METERS) WEST FROM METAL
 DE1531'WITNESS POST.
 DE1531'
 DE1531'NO UNDERGROUND MARK.
 DE1531
 DE1531                          STATION RECOVERY (1985)
 DE1531
 DE1531'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1531'10.4 KM (6.45 MI) SE FROM JORDAN.
 DE1531'10.3 KILOMETERS (6.4 MILES) SOUTHEAST ALONG STATE HIGHWAY 260 FROM THE
 DE1531'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN TO THE END OF PAVEMENT,
 DE1531'CONTINUE 0.1 KILOMETER (0.05 MILE) SOUTHEAST ALONG A GRAVEL ROAD TO A
 DE1531'CHAIN LINK FENCE AND GATE, SET IN A DIRT DYKE INSIDE THE CHAIN LINK
 DE1531'FENCE, 14.0 METERS (45.93 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 DE1531'CENTER OF THE GRAVEL ROAD, 2.15 METERS (7.05 FEET) SOUTH-SOUTHEAST OF
 DE1531'THE FENCE, 6.0 METERS (19.69 FEET) EAST-SOUTHEAST OF A CORNER OF THE
 DE1531'CHAIN LINK FENCE, 5.4 METERS (17.72 FEET) NORTH-NORTHEAST OF THE
 DE1531'APROXIMATE CENTER OF A LONE MULTI-TRUNK LOCUST TREE.
 DE1531'THE MARK IS 0.37 METERS  ENE FROM A WITNESS POST.
 DE1531'THE MARK IS ABOVE LEVEL WITH DYKE.
 DE1531
 DE1531                          STATION RECOVERY (2004)
 DE1531
 DE1531'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1531'STATION IS LOCATED 11.25 MILES SOUTHEAST OF SUMMERTON, 12.3 MILES
 DE1531'SOUTH OF MANNING.  OWNERSHIP--SANTEE COOPER SURVEY DEPARTMENT, ROUTE 1
 DE1531'RIVERWOOD DRIVE, MONCKS  CORNER, SC 29461, PHONE 843-761-4029. TO
 DE1531'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 260 (SOUTH MILL
 DE1531'STREET) AND  U.S. HIGHWAY 301 (SUNSET DRIVE/WINFIELD ROAD) IN MANNING,
 DE1531'GO SOUTH ON HIGHWAY 260 FOR  12.15 MILES TO THE END OF STATE HIGHWAY
 DE1531'AT THE JOHN C. LAND III LANDING, BEAR LEFT ON A  GRAVEL ROAD LEADING
 DE1531'SOUTH FOR 0.1 MILE TO THE STATION ON THE RIGHT JUST INSIDE A CHAIN
 DE1531'LINK GATE AT FENCE ATOP A RAISED DIKE. STATION IS A CONCRETE POST
 DE1531'RECESSED 1.0 FOOT, 5.0 FEET SOUTH OF THE FENCE, 19.3 FEET  EAST OF THE
 DE1531'NORTHWEST CHAIN LINK FENCE CORNER POST, 45.0 FEET WEST OF THE CENTER
 DE1531'OF  THE ENTRANCE ROAD, 30.3 FEET WEST SOUTHWEST OF A TALL METAL POST
 DE1531'FOR A SIGN (FOOT  TRAFFIC ONLY, NO HUNTING), 4.6 FEET SOUTH OF A
 DE1531'WITNESS POST.  RECOVERED BY T. HALL.
 DE1531
 DE1531                          STATION RECOVERY (2004)
 DE1531
 DE1531'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1531'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1215 ***********************************************************************
 CK1215  HT_MOD      -  This is a Height Modernization Survey Station.
 CK1215  DESIGNATION -  110 RESET
 CK1215  PID         -  CK1215
 CK1215  STATE/COUNTY-  SC/HAMPTON
 CK1215  USGS QUAD   -  HAMPTON (1988)
 CK1215
 CK1215                         *CURRENT SURVEY CONTROL
 CK1215  ___________________________________________________________________
 CK1215* NAD 83(2001)-  32 50 48.80865(N)    081 04 30.69784(W)     ADJUSTED  
 CK1215* NAVD 88     -        33.13   (meters)     108.7    (feet)  GPS OBS   
 CK1215  ___________________________________________________________________
 CK1215  X           -     832,115.103 (meters)                     COMP
 CK1215  Y           -  -5,298,765.866 (meters)                     COMP
 CK1215  Z           -   3,439,706.464 (meters)                     COMP
 CK1215  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CK1215  ELLIP HEIGHT-           1.81  (meters)          (05/30/05) GPS OBS
 CK1215  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 CK1215  DYNAMIC HT  -          33.10  (meters)     108.6   (feet)  COMP
 CK1215  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 CK1215
 CK1215  HORZ ORDER  -  FIRST
 CK1215  VERT ORDER  -  THIRD (See Below)
 CK1215  ELLP ORDER  -  FOURTH    CLASS I
 CK1215
 CK1215.The horizontal coordinates were established by GPS observations
 CK1215.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 CK1215
 CK1215.The orthometric height was determined by GPS observations and a
 CK1215.high-resolution geoid model using precise GPS observation and
 CK1215.processing techniques. It supersedes the leveled height previously
 CK1215.determined for this station.
 CK1215.The vertical order pertains to the first NAVD 88 superseded value.
 CK1215
 CK1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK1215
 CK1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK1215
 CK1215.The ellipsoidal height was determined by GPS observations
 CK1215.and is referenced to NAD 83.
 CK1215
 CK1215.The geoid height was determined by GEOID03.
 CK1215
 CK1215.The dynamic height is computed by dividing the NAVD 88
 CK1215.geopotential number by the normal gravity value computed on the
 CK1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1215.degrees latitude (g = 980.6199 gals.).
 CK1215
 CK1215.The modeled gravity was interpolated from observed gravity values.
 CK1215
 CK1215;                    North         East     Units Scale Factor Converg.
 CK1215;SPC SC       -   112,407.028   602,561.515   MT  0.99989586   -0 02 30.1
 CK1215;SPC SC       -   368,789.46  1,976,907.86   iFT  0.99989586   -0 02 30.1
 CK1215;UTM  17      - 3,634,316.011   492,963.596   MT  0.99960061   -0 02 26.8
 CK1215
 CK1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK1215!SPC SC       -   0.99999972  x   0.99989586  =   0.99989558
 CK1215!UTM  17      -   0.99999972  x   0.99960061  =   0.99960033
 CK1215
 CK1215                          SUPERSEDED SURVEY CONTROL
 CK1215
 CK1215  NAD 83(2001)-  32 50 48.80823(N)    081 04 30.69775(W) AD(       ) 1
 CK1215  ELLIP H (03/13/03)    1.81   (m)                       GP(       ) 4 2
 CK1215  NAD 83(1995)-  32 50 48.80819(N)    081 04 30.69768(W) AD(       ) 1
 CK1215  ELLIP H (12/20/99)    1.83   (m)                       GP(       ) 4 1
 CK1215  NAD 83(1986)-  32 50 48.81610(N)    081 04 30.69759(W) AD(       ) 1
 CK1215  NAVD 88 (06/15/91)   33.171  (m)          108.83   (f) ADJUSTED    1 2
 CK1215  NGVD 29 (03/21/89)   33.444  (m)          109.72   (f) ADJUSTED    1 2
 CK1215
 CK1215.Superseded values are not recommended for survey control.
 CK1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1215.See file dsdata.txt to determine how the superseded data were derived.
 CK1215
 CK1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS9296434316(NAD 83)
 CK1215_MARKER: P = PIPE CAP
 CK1215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1215_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK1215_STAMPING: 110 RESET 1961
 CK1215_MARK LOGO: USGS  
 CK1215_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1215+STABILITY: SURFACE MOTION
 CK1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK1215+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 CK1215
 CK1215  HISTORY     - Date     Condition        Report By
 CK1215  HISTORY     - 1961     MONUMENTED       USGS
 CK1215  HISTORY     - 19920310 POOR             SCGS
 CK1215  HISTORY     - 19961217 GOOD             SCGS
 CK1215  HISTORY     - 20010925 GOOD             SCGS
 CK1215
 CK1215                          STATION DESCRIPTION
 CK1215
 CK1215'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CK1215'AT VARNVILLE.
 CK1215'AT VARNVILLE, 0.35 MILE SOUTHEAST ALONG THE ATLANTIC COAST LINE
 CK1215'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 63, AT THE CROSSING
 CK1215'OF ACADEMY STREET, 0.3 MILE SOUTHEAST OF MILEPOST 70, 23.3 FEET
 CK1215'NORTHEAST OF THE NORTHEAST RAIL, 38 FEET NORTHWEST OF THE CENTER
 CK1215'LINE OF ACADEMY STREET, 2.2 FEET NORTHWEST OF A TELEPHONE POLE
 CK1215'(THE FIRST TELEPHONE POLE NORTHWEST OF THE CROSSING), 20 FEET
 CK1215'NORTH-NORTHWEST OF A CROSSING SIGN, 87 FEET WEST-SOUTHWEST OF
 CK1215'AND ACROSS STREET INTERSECTION OF A FIRE HYDRANT, ABOUT LEVEL
 CK1215'WITH THE TRACK AND STREET, AND IS A CAP RIVETED ON TOP OF A
 CK1215'3 1/2-INCH IRON PIPE SET IN CONCRETE.
 CK1215
 CK1215                          STATION RECOVERY (1992)
 CK1215
 CK1215'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK1215'STATION IS LOCATED IN VARNVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 CK1215'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK1215'803-737-1350.
 CK1215'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 (CAROLINA
 CK1215'AVENUE), STATE HIGHWAY 63 (MAIN STREET) AND STATE ROAD 50 (HOLLY HILL
 CK1215'ROAD) IN VARNVILLE, GO SOUTHEAST ON HIGHWAY 278 FOR 0.4 MILE
 CK1215'(0.6 KM) TO THE JUNCTION OF STATE ROAD 181 (ACADEMY STREET), TURN
 CK1215'LEFT ON ROAD 181 CROSSING RAILROAD TRACKS AT PALMETTO AVENUE AND THE
 CK1215'STATION IN THE WEST ANGLE.
 CK1215'STATION IS A PIPE CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND AND
 CK1215'1.0 FOOT (0.3 M) BELOW THE RAIL, 38.0 FEET (11.6 M) NORTHWEST OF THE
 CK1215'CENTER OF ACADEMY STREET, 28.0 FEET (8.5 M) SOUTHWEST OF THE CENTER
 CK1215'OF PALMETTO AVENUE, 23.2 FEET (7.1 M) NORTHEAST OF THE NORTHEAST
 CK1215'RAIL, 1.3 FEET (0.4 M) SOUTHEAST OF A WITNESS POST.
 CK1215'NOTE-STATION HAS BEEN HIT, PORTION OF DISK REMOVED, MARK STILL STABLE.
 CK1215'RECOVERED BY T. HALL.
 CK1215
 CK1215                          STATION RECOVERY (1996)
 CK1215
 CK1215'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK1215'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTHEAST OF HAMPTON.
 CK1215'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK1215'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK1215'SOUTH JUNCTION OF STATE HIGHWAYS 68, 63 (MAIN STREET) AND U.S. HIGHWAY
 CK1215'278 (CAROLINA AVENUE) IN VARNVILLE, GO SOUTHEAST ON HIGHWAY 278 AND 63
 CK1215'FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE LEFT NEAR A RAILROAD
 CK1215'CROSSING SIGN IN THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD 181
 CK1215'(ACADEMY STREET) .  STATION IS A PIPE MARK WITH CAP SURROUNDING BY A
 CK1215'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE RAILROAD
 CK1215'TRACKS, 23.6 FEET (7.2 M) NORTHEAST OF THE NORTHEAST RAIL OF THE
 CK1215'TRACKS, 38.5 FEET (11.7 M) NORTHWEST OF THE CENTER OF ROAD 181, 20.0
 CK1215'FEET (6.1 M) NORTH NORTHWEST OF A RAILROAD SIGN WITH A SCGS REFERENCE
 CK1215'WASHER ATTACHED, 28.0 FEET (8.5 M) SOUTHWEST OF THE CENTER OF A PAVED
 CK1215'ROAD (PALMETTO AVENUE) , 75.5 FEET (23.0 M) NORTHEAST OF THE CENTER OF
 CK1215'THE HIGHWAY, 1.2 FEET (0.4 M) SOUTHEAST OF A WITNESS POST.
 CK1215'NOTE-CENTER POINT OF STATION IS A CROSS INSIDE OF A TRIANGLE.
 CK1215'RECOVERED BY R.W.  ROBERTS.
 CK1215
 CK1215                          STATION RECOVERY (2001)
 CK1215
 CK1215'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 CK1215'STATION IS LOCATED IN VARNVILLE, 2.6 MILES EAST SOUTHEAST OF HAMPTON.
 CK1215'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK1215'SC  29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK1215'OF U.S. HIGHWAY 278 (CAROLINA AVENUE),  STATE HIGHWAY 63 (MAIN
 CK1215'STREET), AND STATE ROAD 50 (HICKORY HILL ROAD) IN  VARNVILLE, GO
 CK1215'SOUTHEAST ON HIGHWAY 278 FOR 0.4 MILE TO THE STATION ON THE  LEFT NEAR
 CK1215'A RAILROAD CROSSING SIGN IN THE NORTH ANGLE OF THE JUNCTION OF  STATE
 CK1215'ROAD 181 (ACADEMY STREET). STATION IS A PIPE CAP ATTACHED TO A METAL
 CK1215'PIPE IMBEDDED IN THE GROUND PROJECTING 0.1 FOOT  AND 0.5 FOOT BELOW
 CK1215'THE RAILROAD TRACKS, 23.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF  THE
 CK1215'TRACKS, 37.5 FEET NORTHWEST OF THE CENTER OF ROAD 181, 20.3 FEET NORTH
 CK1215'NORTHWEST  OF A RAILROAD CROSSING SIGN WITH A SCGS REFERENCE WASHER
 CK1215'ATTACHED, 28.0 FEET  SOUTHWEST OF THE CENTER OF A PAVED ROAD (PALMETTO
 CK1215'AVENUE), 75.0 FEET NORTHEAST OF THE  CENTER OF THE HIGHWAY, 1.6 FEET
 CK1215'SOUTHEAST OF A WITNESS POST. NOTE-CENTER OF DISK IS A SMALL HOLE AT
 CK1215'THE TOP OF TRIANGLE ON PIPE CAP. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1235 ***********************************************************************
 CK1235  DESIGNATION -  110 USGS
 CK1235  PID         -  CK1235
 CK1235  STATE/COUNTY-  SC/HAMPTON
 CK1235  USGS QUAD   -  HAMPTON (1988)
 CK1235
 CK1235                         *CURRENT SURVEY CONTROL
 CK1235  ___________________________________________________________________
 CK1235* NAD 83(1986)-  32 50 49.     (N)    081 04 30.     (W)     SCALED    
 CK1235* NAVD 88     -        33.393  (meters)     109.56   (feet)  ADJUSTED  
 CK1235  ___________________________________________________________________
 CK1235  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 CK1235  DYNAMIC HT  -          33.356 (meters)     109.44  (feet)  COMP
 CK1235  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 CK1235
 CK1235  VERT ORDER  -  SECOND    CLASS 0
 CK1235
 CK1235.The horizontal coordinates were scaled from a topographic map and have
 CK1235.an estimated accuracy of +/- 6 seconds.
 CK1235
 CK1235.The orthometric height was determined by differential leveling
 CK1235.and adjusted by the National Geodetic Survey in June 1991..
 CK1235
 CK1235.The geoid height was determined by GEOID03.
 CK1235
 CK1235.The dynamic height is computed by dividing the NAVD 88
 CK1235.geopotential number by the normal gravity value computed on the
 CK1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1235.degrees latitude (g = 980.6199 gals.).
 CK1235
 CK1235.The modeled gravity was interpolated from observed gravity values.
 CK1235
 CK1235;                    North         East    Units  Estimated Accuracy
 CK1235;SPC SC       -   112,410.      602,580.      MT  (+/- 180 meters Scaled)
 CK1235
 CK1235                          SUPERSEDED SURVEY CONTROL
 CK1235
 CK1235  NGVD 29 (03/21/89)   33.667  (m)          110.46   (f) ADJUSTED    2 0
 CK1235
 CK1235.Superseded values are not recommended for survey control.
 CK1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1235.See file dsdata.txt to determine how the superseded data were derived.
 CK1235
 CK1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS929343(NAD 83)
 CK1235_MARKER: P = PIPE CAP
 CK1235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1235_STAMPING: 110--1918
 CK1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1235
 CK1235  HISTORY     - Date     Condition        Report By
 CK1235  HISTORY     - 1918     MONUMENTED       USGS
 CK1235  HISTORY     - 1935     GOOD             NGS
 CK1235  HISTORY     - 1961     MARK NOT FOUND   USGS
 CK1235
 CK1235                          STATION DESCRIPTION
 CK1235
 CK1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK1235'0.4 MI SE FROM VARNVILLE.
 CK1235'U.S.G.S.-110 IS LOCATED 0.4 OF MILE SOUTHEAST OF THE CHARLESTON
 CK1235'AND WESTERN CAROLINA RAILWAY DEPOT, NORTHWEST EDGE OF STREET
 CK1235'LEADING NORTHEAST TO PUBLIC SCHOOL BUILDING, 35 FT. NORTH OF
 CK1235'RAILROAD, SOUTH SIDE OF VARNVILLE-YEMASSEE ROAD, IRON POST NOT
 CK1235'STAMPED.  (IN ORIGINAL DESCRIPTION STATED STAMPED 110 -- 1918.)
 CK1235
 CK1235                          STATION RECOVERY (1961)
 CK1235
 CK1235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CK1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0890 ***********************************************************************
 DE0890  DESIGNATION -  111
 DE0890  PID         -  DE0890
 DE0890  STATE/COUNTY-  SC/BARNWELL
 DE0890  USGS QUAD   -  GIRARD NW (1989)
 DE0890
 DE0890                         *CURRENT SURVEY CONTROL
 DE0890  ___________________________________________________________________
 DE0890* NAD 83(1986)-  33 09 45.     (N)    081 41 03.     (W)     SCALED    
 DE0890* NAVD 88     -        33.492  (meters)     109.88   (feet)  ADJUSTED  
 DE0890  ___________________________________________________________________
 DE0890  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DE0890  DYNAMIC HT  -          33.455 (meters)     109.76  (feet)  COMP
 DE0890  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 DE0890
 DE0890  VERT ORDER  -  FIRST     CLASS II
 DE0890
 DE0890.The horizontal coordinates were scaled from a topographic map and have
 DE0890.an estimated accuracy of +/- 6 seconds.
 DE0890
 DE0890.The orthometric height was determined by differential leveling
 DE0890.and adjusted by the National Geodetic Survey in June 1991..
 DE0890
 DE0890.The geoid height was determined by GEOID03.
 DE0890
 DE0890.The dynamic height is computed by dividing the NAVD 88
 DE0890.geopotential number by the normal gravity value computed on the
 DE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0890.degrees latitude (g = 980.6199 gals.).
 DE0890
 DE0890.The modeled gravity was interpolated from observed gravity values.
 DE0890
 DE0890;                    North         East    Units  Estimated Accuracy
 DE0890;SPC SC       -   147,610.      545,790.      MT  (+/- 180 meters Scaled)
 DE0890
 DE0890                          SUPERSEDED SURVEY CONTROL
 DE0890
 DE0890  NGVD 29 (??/??/92)   33.754  (m)          110.74   (f) ADJ UNCH    1 2
 DE0890
 DE0890.Superseded values are not recommended for survey control.
 DE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0890.See file dsdata.txt to determine how the superseded data were derived.
 DE0890
 DE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS362695(NAD 83)
 DE0890_MARKER: P = PIPE CAP
 DE0890_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0890_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0890_STAMPING: 110.764 1918
 DE0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0890
 DE0890  HISTORY     - Date     Condition        Report By
 DE0890  HISTORY     - 1918     MONUMENTED       USGS
 DE0890  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0890
 DE0890                          STATION DESCRIPTION
 DE0890
 DE0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0890'2 MI NW FROM ROBBINS.
 DE0890'A THOROUGH SEARCH WAS MADE BUT THE MARK WAS NOT RECOVERED.  THE
 DE0890'ROAD IS NOW COMPLETELY GONE AND THE RAILROAD BRIDGE AND ITS
 DE0890'APPROACHES HAVE BEEN RAISED AND WIDENED.  IT IS BELIEVED THAT THE
 DE0890'MARK HAS BEEN DESTROYED.  2.0 MILES NORTHWEST ALONG THE CHARLESTON
 DE0890'AND WESTERN CAROLINA RAILWAY FROM ROBBINS, BARNWELL COUNTY, 355
 DE0890'FEET NORTHWEST OF MILEPOST 27, 350 FEET NORTHWEST OF A RAILWAY
 DE0890'PUMPING STATION, 40 FEET SOUTH OF THE CENTERLINE OF A COUNTRY-ROAD
 DE0890'BRIDGE OVER A CREEK, AND 39 FEET NORTHEAST OF THE NORTHEAST RAIL.
 DE0890'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 110.764 1918
 DE0890'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT
 DE0890'1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1693 ***********************************************************************
 DE1693  DESIGNATION -  111
 DE1693  PID         -  DE1693
 DE1693  STATE/COUNTY-  SC/CLARENDON
 DE1693  USGS QUAD   -  JORDAN (1987)
 DE1693
 DE1693                         *CURRENT SURVEY CONTROL
 DE1693  ___________________________________________________________________
 DE1693* NAD 83(2001)-  33 31 41.90951(N)    080 11 36.54978(W)     ADJUSTED  
 DE1693* NAVD 88     -        32.225  (meters)     105.72   (feet)  ADJUSTED  
 DE1693  ___________________________________________________________________
 DE1693  X           -     906,508.450 (meters)                     COMP
 DE1693  Y           -  -5,244,569.163 (meters)                     COMP
 DE1693  Z           -   3,502,952.253 (meters)                     COMP
 DE1693  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DE1693  ELLIP HEIGHT-           0.34  (meters)          (06/10/05) GPS OBS
 DE1693  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DE1693  DYNAMIC HT  -          32.192 (meters)     105.62  (feet)  COMP
 DE1693  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 DE1693
 DE1693  HORZ ORDER  -  FIRST
 DE1693  VERT ORDER  -  FIRST     CLASS II
 DE1693  ELLP ORDER  -  FOURTH    CLASS II
 DE1693
 DE1693.The horizontal coordinates were established by GPS observations
 DE1693.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DE1693
 DE1693.The orthometric height was determined by differential leveling
 DE1693.and adjusted by the National Geodetic Survey in June 1991..
 DE1693
 DE1693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1693
 DE1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1693
 DE1693.The ellipsoidal height was determined by GPS observations
 DE1693.and is referenced to NAD 83.
 DE1693
 DE1693.The geoid height was determined by GEOID03.
 DE1693
 DE1693.The dynamic height is computed by dividing the NAVD 88
 DE1693.geopotential number by the normal gravity value computed on the
 DE1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1693.degrees latitude (g = 980.6199 gals.).
 DE1693
 DE1693.The modeled gravity was interpolated from observed gravity values.
 DE1693
 DE1693;                    North         East     Units Scale Factor Converg.
 DE1693;SPC SC       -   188,258.690   684,502.932   MT  0.99979667   +0 26 49.7
 DE1693;SPC SC       -   617,646.62  2,245,744.53   iFT  0.99979667   +0 26 49.7
 DE1693;UTM  17      - 3,710,148.878   574,889.930   MT  0.99966914   +0 26 43.8
 DE1693
 DE1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1693!SPC SC       -   0.99999995  x   0.99979667  =   0.99979662
 DE1693!UTM  17      -   0.99999995  x   0.99966914  =   0.99966909
 DE1693
 DE1693                          SUPERSEDED SURVEY CONTROL
 DE1693
 DE1693  NAVD 88 (06/10/05)   32.23   (m)          105.7    (f) LEVELING    3  
 DE1693  NGVD 29 (03/21/89)   32.521  (m)          106.70   (f) ADJUSTED    1 2
 DE1693
 DE1693.Superseded values are not recommended for survey control.
 DE1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1693.See file dsdata.txt to determine how the superseded data were derived.
 DE1693
 DE1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7489010149(NAD 83)
 DE1693_MARKER: DD = SURVEY DISK
 DE1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1693_SP_SET: CONCRETE POST
 DE1693_STAMPING: 1977 111
 DE1693_MARK LOGO: SCPA  
 DE1693_PROJECTION: RECESSED 30 CENTIMETERS
 DE1693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1693+STABILITY: SURFACE MOTION
 DE1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1693+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 DE1693
 DE1693  HISTORY     - Date     Condition        Report By
 DE1693  HISTORY     - 1977     MONUMENTED       SCSC
 DE1693  HISTORY     - 1984     GOOD             SCGS
 DE1693  HISTORY     - 20041012 GOOD             SCGS
 DE1693
 DE1693                          STATION DESCRIPTION
 DE1693
 DE1693'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1693'8.8 KM (5.5 MI) SOUTH FROM JORDAN.
 DE1693'8.8 KILOMETERS (5.5 MILES) SOUTH ALONG STATE HIGHWAY 260 FROM THE
 DE1693'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN, SET IN THE SOUTHWEST
 DE1693'ANGLE OF COUNTY ROAD S-14-293, 33.44 METERS (109.7 FEET) SOUTH OF THE
 DE1693'APPROXIMATE CENTER OF THE COUNTY ROAD, 13.66 METERS (44.8 FEET)
 DE1693'NORTH-NORTHEAST OF A POWER POLE, 13.56 METERS (44.5 FEET) WEST OF THE
 DE1693'CENTERLINE OF THE HIGHWAY, 11.25 METERS (36.9 FEET) EAST OF THE
 DE1693'APPROXIMATE CENTER OF A PAVED DRIVE LEADING TO A STORE.
 DE1693'THE MARK IS 0.90 METERS  E FROM A WITNESS POST.
 DE1693'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1693
 DE1693                          STATION RECOVERY (2004)
 DE1693
 DE1693'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1693'STATION IS LOCATED 10.6 MILES EAST SOUTHEAST OF SUMMERTON, 11.5 MILES
 DE1693'SOUTH OF MANNING.    OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DE1693'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE
 DE1693'STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (WINFIELD DRIVE) AND
 DE1693'STATE  HIGHWAY 260 (MILL STREET) IN MANNING, GO SOUTH ON HIGHWAY 260
 DE1693'FOR 6.0 MILES TO THE  JUNCTION OF STATE ROAD 25 (OAK GROVE CHURCH
 DE1693'ROAD) IN JORDAN, CONTINUE ON HIGHWAY  260 FOR 5.45 MILES TO THE
 DE1693'STATION ON THE RIGHT IN THE SHOULDER OF THE HIGHWAY IN THE  SOUTHWEST
 DE1693'ANGLE OF THE JUNCTION OF STATE ROAD 293 (CAMP SHELOR DRIVE). STATION
 DE1693'IS A CONCRETE POST RECESSED 1.0 FOOT AND 1.0 FOOT BELOW THE HIGHWAY,
 DE1693'19.9  FEET WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 82.0 FEET EAST
 DE1693'OF THE CENTER  OF THE ROAD, 46.3 FEET NORTH NORTHEAST OF A POWER POLE
 DE1693'NUMBER 010412 WITH TWO  GUY WIRES, A TRANSFORMER AND A SECURITY LIGHT,
 DE1693'61.0 FEET SOUTH SOUTHEAST OF A  TELEPHONE JUNCTION BOX NUMBER
 DE1693'31000/32000/2/3, 11.5 FEET NORTHEAST OF THE EAST  LEG OF A WOODEN SIGN
 DE1693'(WATERSWAY MARKET). RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1687 ***********************************************************************
 DE1687  DESIGNATION -  113
 DE1687  PID         -  DE1687
 DE1687  STATE/COUNTY-  SC/CLARENDON
 DE1687  USGS QUAD   -  JORDAN (1987)
 DE1687
 DE1687                         *CURRENT SURVEY CONTROL
 DE1687  ___________________________________________________________________
 DE1687* NAD 83(2001)-  33 34 15.70225(N)    080 12 15.59075(W)     ADJUSTED  
 DE1687* NAVD 88     -        23.665  (meters)      77.64   (feet)  ADJUSTED  
 DE1687  ___________________________________________________________________
 DE1687  X           -     905,069.027 (meters)                     COMP
 DE1687  Y           -  -5,242,153.159 (meters)                     COMP
 DE1687  Z           -   3,506,896.448 (meters)                     COMP
 DE1687  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DE1687  ELLIP HEIGHT-          -8.20  (meters)          (06/10/05) GPS OBS
 DE1687  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DE1687  DYNAMIC HT  -          23.641 (meters)      77.56  (feet)  COMP
 DE1687  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 DE1687
 DE1687  HORZ ORDER  -  FIRST
 DE1687  VERT ORDER  -  FIRST     CLASS II
 DE1687  ELLP ORDER  -  FOURTH    CLASS II
 DE1687
 DE1687.The horizontal coordinates were established by GPS observations
 DE1687.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DE1687
 DE1687.The orthometric height was determined by differential leveling
 DE1687.and adjusted by the National Geodetic Survey in June 1991..
 DE1687
 DE1687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1687
 DE1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1687
 DE1687.The ellipsoidal height was determined by GPS observations
 DE1687.and is referenced to NAD 83.
 DE1687
 DE1687.The geoid height was determined by GEOID03.
 DE1687
 DE1687.The dynamic height is computed by dividing the NAVD 88
 DE1687.geopotential number by the normal gravity value computed on the
 DE1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1687.degrees latitude (g = 980.6199 gals.).
 DE1687
 DE1687.The modeled gravity was interpolated from observed gravity values.
 DE1687
 DE1687;                    North         East     Units Scale Factor Converg.
 DE1687;SPC SC       -   192,988.056   683,459.304   MT  0.99979512   +0 26 28.0
 DE1687;SPC SC       -   633,162.91  2,242,320.55   iFT  0.99979512   +0 26 28.0
 DE1687;UTM  17      - 3,714,877.665   573,846.549   MT  0.99966723   +0 26 24.0
 DE1687
 DE1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1687!SPC SC       -   1.00000129  x   0.99979512  =   0.99979641
 DE1687!UTM  17      -   1.00000129  x   0.99966723  =   0.99966852
 DE1687
 DE1687                          SUPERSEDED SURVEY CONTROL
 DE1687
 DE1687  NAVD 88 (06/10/05)   23.66   (m)           77.6    (f) LEVELING    3  
 DE1687  NGVD 29 (03/21/89)   23.961  (m)           78.61   (f) ADJUSTED    1 2
 DE1687
 DE1687.Superseded values are not recommended for survey control.
 DE1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1687.See file dsdata.txt to determine how the superseded data were derived.
 DE1687
 DE1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7384714878(NAD 83)
 DE1687_MARKER: DD = SURVEY DISK
 DE1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1687_SP_SET: CONCRETE POST
 DE1687_STAMPING: 1977 113
 DE1687_MARK LOGO: SCPA  
 DE1687_PROJECTION: RECESSED 30 CENTIMETERS
 DE1687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1687+STABILITY: SURFACE MOTION
 DE1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1687+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 DE1687
 DE1687  HISTORY     - Date     Condition        Report By
 DE1687  HISTORY     - 1977     MONUMENTED       SCSC
 DE1687  HISTORY     - 1984     GOOD             SCGS
 DE1687  HISTORY     - 20041012 GOOD             SCGS
 DE1687
 DE1687                          STATION DESCRIPTION
 DE1687
 DE1687'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1687'3.95 KM (2.45 MI) SOUTH FROM JORDAN.
 DE1687'3.95 KILOMETERS (2.45 MILES) SOUTH ALONG STATE HIGHWAY 260 FROM THE
 DE1687'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN, SET IN THE SOUTHWEST
 DE1687'ANGLE OF A SAND ROAD LEADING TO A CONCRETE BOAT RAMP, 16.15 METERS
 DE1687'(53.0 FEET) EAST OF THE APPROXIMATE CENTER OF THE BOAT RAMP,
 DE1687'35.36 METERS (116.0 FEET) SOUTH-SOUTHEAST OF A TWIN TRUNK PINE TREE,
 DE1687'23.68 METERS (77.7 FEET) NORTH-NORTHEAST OF A LONE CYPRESS TREE,
 DE1687'6.07 METERS (19.9 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DE1687'10.52 METERS (34.5 FEET) EAST-SOUTHEAST OF A POWER POLE WITH TWO SPOT
 DE1687'LIGHTS.
 DE1687'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1687
 DE1687                          STATION RECOVERY (2004)
 DE1687
 DE1687'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1687'STATION IS LOCATED 8.5 MILES SOUTH OF MANNING, 10.7 MILES EAST
 DE1687'SOUTHEAST OF SUMMERTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1687'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1687'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1687'301 (WINFIELD DRIVE) AND STATE  HIGHWAY 260 (MILL STREET) IN MANNING,
 DE1687'GO SOUTH ON HIGHWAY 260 FOR 6.0 MILES TO THE  JUNCTION OF STATE ROAD
 DE1687'25 (OAK GROVE CHURCH ROAD) IN JORDAN, CONTINUE ON HIGHWAY  260 FOR
 DE1687'2.35 MILES TO THE JUNCTION OF STATE ROAD 343 (LAKE SHORE DRIVE) RIGHT,
 DE1687'CONTINUE  ON HIGHWAY 260 FOR 0.05 MILE TO THE STATION ON THE RIGHT IN
 DE1687'THE SHOULDER OF THE  HIGHWAY. STATION IS A CONCRETE POST RECESSED 1.0
 DE1687'FOOT AND 1.0 FOOT BELOW THE HIGHWAY, 20.1  FEET WEST OF THE CENTER OF
 DE1687'THE HIGHWAY, 238.5 FEET SOUTH OF THE CENTER OF A  CONCRETE MEDIAN AT
 DE1687'ROAD 343, 52.0 FEET NORTH OF A METAL SUPPORT POST FOR A SIGN (NO
 DE1687'PARKING), 11.5 FEET EAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0160 ***********************************************************************
 DE0160  DESIGNATION -  115
 DE0160  PID         -  DE0160
 DE0160  STATE/COUNTY-  SC/ORANGEBURG
 DE0160  USGS QUAD   -  EUTAWVILLE (1979)
 DE0160
 DE0160                         *CURRENT SURVEY CONTROL
 DE0160  ___________________________________________________________________
 DE0160* NAD 83(1986)-  33 23 35.     (N)    080 20 52.     (W)     SCALED    
 DE0160* NAVD 88     -        34.764  (meters)     114.05   (feet)  ADJUSTED  
 DE0160  ___________________________________________________________________
 DE0160  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 DE0160  DYNAMIC HT  -          34.728 (meters)     113.94  (feet)  COMP
 DE0160  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 DE0160
 DE0160  VERT ORDER  -  SECOND    CLASS 0
 DE0160
 DE0160.The horizontal coordinates were scaled from a topographic map and have
 DE0160.an estimated accuracy of +/- 6 seconds.
 DE0160
 DE0160.The orthometric height was determined by differential leveling
 DE0160.and adjusted by the National Geodetic Survey in June 1991..
 DE0160
 DE0160.The geoid height was determined by GEOID03.
 DE0160
 DE0160.The dynamic height is computed by dividing the NAVD 88
 DE0160.geopotential number by the normal gravity value computed on the
 DE0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0160.degrees latitude (g = 980.6199 gals.).
 DE0160
 DE0160.The modeled gravity was interpolated from observed gravity values.
 DE0160
 DE0160;                    North         East    Units  Estimated Accuracy
 DE0160;SPC SC       -   173,160.      670,270.      MT  (+/- 180 meters Scaled)
 DE0160
 DE0160                          SUPERSEDED SURVEY CONTROL
 DE0160
 DE0160  NGVD 29 (03/21/89)   35.066  (m)          115.05   (f) ADJUSTED    2 0
 DE0160
 DE0160.Superseded values are not recommended for survey control.
 DE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0160.See file dsdata.txt to determine how the superseded data were derived.
 DE0160
 DE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS606950(NAD 83)
 DE0160_MARKER: P = PIPE CAP
 DE0160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0160_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0160_STAMPING: 115.046 1919
 DE0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0160
 DE0160  HISTORY     - Date     Condition        Report By
 DE0160  HISTORY     - 1919     MONUMENTED       USGS
 DE0160  HISTORY     - 1957     MARK NOT FOUND   NGS
 DE0160
 DE0160                          STATION DESCRIPTION
 DE0160
 DE0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0160'AT EUTAWVILLE.
 DE0160'NO EVIDENCE OF THE MARK WAS FOUND.  AT EUTAWVILLE, ORANGEBURG
 DE0160'COUNTY, AT A WYE JUNCTION FORMED BY THE ATLANTIC COAST LINE
 DE0160'RAILROAD TRACKS, 120 FEET EAST OF THE STATION FREIGHT SHED, 100
 DE0160'YARDS SOUTH OF THE CROSSING OF PORSCHER AVENUE, 30 FEET WEST OF A
 DE0160'ROAD CROSSING, 4-1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A
 DE0160'SPUR TRACK, AND 17 FEET NORTH OF A POLE.  A UNITED STATES
 DE0160'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 115.046 1919 AND RIVETED
 DE0160'ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 6 INCHES ABOVE
 DE0160'GROUND.  NOTE-- IT WAS REPORTED IN NOVEMBER 1934 THAT THE PIPE IS
 DE0160'INCLINED AT A SMALL ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1205 ***********************************************************************
 CK1205  DESIGNATION -  115
 CK1205  PID         -  CK1205
 CK1205  STATE/COUNTY-  SC/HAMPTON
 CK1205  USGS QUAD   -  FAIRFAX (1988)
 CK1205
 CK1205                         *CURRENT SURVEY CONTROL
 CK1205  ___________________________________________________________________
 CK1205* NAD 83(1986)-  32 53 16.     (N)    081 07 58.     (W)     SCALED    
 CK1205* NAVD 88     -        34.874  (meters)     114.42   (feet)  ADJUSTED  
 CK1205  ___________________________________________________________________
 CK1205  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 CK1205  DYNAMIC HT  -          34.835 (meters)     114.29  (feet)  COMP
 CK1205  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 CK1205
 CK1205  VERT ORDER  -  FIRST     CLASS II
 CK1205
 CK1205.The horizontal coordinates were scaled from a topographic map and have
 CK1205.an estimated accuracy of +/- 6 seconds.
 CK1205
 CK1205.The orthometric height was determined by differential leveling
 CK1205.and adjusted by the National Geodetic Survey in June 1991..
 CK1205
 CK1205.The geoid height was determined by GEOID03.
 CK1205
 CK1205.The dynamic height is computed by dividing the NAVD 88
 CK1205.geopotential number by the normal gravity value computed on the
 CK1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1205.degrees latitude (g = 980.6199 gals.).
 CK1205
 CK1205.The modeled gravity was interpolated from observed gravity values.
 CK1205
 CK1205;                    North         East    Units  Estimated Accuracy
 CK1205;SPC SC       -   116,950.      597,180.      MT  (+/- 180 meters Scaled)
 CK1205
 CK1205                          SUPERSEDED SURVEY CONTROL
 CK1205
 CK1205  NGVD 29 (03/21/89)   35.142  (m)          115.30   (f) ADJUSTED    1 2
 CK1205
 CK1205.Superseded values are not recommended for survey control.
 CK1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1205.See file dsdata.txt to determine how the superseded data were derived.
 CK1205
 CK1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS875388(NAD 83)
 CK1205_MARKER: P = PIPE CAP
 CK1205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1205_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK1205_STAMPING: 115
 CK1205_MARK LOGO: USGS  
 CK1205_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1205+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1992
 CK1205
 CK1205  HISTORY     - Date     Condition        Report By
 CK1205  HISTORY     - UNK      MONUMENTED       USGS
 CK1205  HISTORY     - 1961     GOOD             NGS
 CK1205  HISTORY     - 19920309 GOOD             SCGS
 CK1205  HISTORY     - 19920513 GOOD             SCGS
 CK1205
 CK1205                          STATION DESCRIPTION
 CK1205
 CK1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1205'2 MI NW FROM HAMPTON.
 CK1205'ABOUT 2.0 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 CK1205'FROM THE NORTHEAST END OF MAIN STREET AT HAMPTON, 132 YARDS
 CK1205'NORTHWEST OF MILEPOST 66, 21.2 FEET SOUTHWEST OF THE SOUTHWEST
 CK1205'RAIL, 53 1/2 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 CK1205'28 PARALLELING THE SOUTHWEST SIDE OF TRACK, ABOUT 1 1/2 FEET
 CK1205'ABOVE THE LEVEL OF THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH
 CK1205'IRON PIPE PROJECTING 25 INCHES.
 CK1205
 CK1205                          STATION RECOVERY (1992)
 CK1205
 CK1205'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK1205'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTHWEST OF HAMPTON.
 CK1205'OWNERSHIP--RAILROAD RIGHT OF WAY.
 CK1205'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 (ELM STREET
 CK1205'WEST) AND STATE HIGHWAY 363 (SHAW DRIVE), 1.0 MILE (1.6 KM) NORTHWEST
 CK1205'OF HAMPTON, GO NORTH NORTHWEST ON HIGHWAY 278 FOR 0.6 MILE (1.0 KM)
 CK1205'TO THE JUNCTION OF STATE ROAD 567 (HELEN STREET), CONTINUE ON HIGHWAY
 CK1205'278 FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE RIGHT ON RAILROAD
 CK1205'RIGHT OF WAY, 0.1 MILE (0.2 KM) NORTHWEST OF RAILROAD MILE MARKER
 CK1205'NUMBER 464.
 CK1205'STATION IS A PIPE MARK WITH CAP PROJECTING 24-INCHES AND LEVEL WITH
 CK1205'THE TRACKS, 21.0 FEET (6.4 M) SOUTHWEST OF THE SOUTHWEST RAIL OF A OF
 CK1205'THE TRACK, 52.9 FEET (16.1 M) NORTHEAST OF THE CENTER OF THE HIGHWAY,
 CK1205'2.8 FEET (0.9 M) SOUTHEAST OF A WITNESS POST.
 CK1205'RECOVERED BY T. HALL.
 CK1205
 CK1205                          STATION RECOVERY (1992)
 CK1205
 CK1205'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0158 ***********************************************************************
 DE0158  DESIGNATION -  116
 DE0158  PID         -  DE0158
 DE0158  STATE/COUNTY-  SC/ORANGEBURG
 DE0158  USGS QUAD   -  HOLLY HILL (1987)
 DE0158
 DE0158                         *CURRENT SURVEY CONTROL
 DE0158  ___________________________________________________________________
 DE0158* NAD 83(1986)-  33 21 08.     (N)    080 23 00.     (W)     SCALED    
 DE0158* NAVD 88     -        34.872  (meters)     114.41   (feet)  ADJUSTED  
 DE0158  ___________________________________________________________________
 DE0158  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 DE0158  DYNAMIC HT  -          34.836 (meters)     114.29  (feet)  COMP
 DE0158  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 DE0158
 DE0158  VERT ORDER  -  SECOND    CLASS 0
 DE0158
 DE0158.The horizontal coordinates were scaled from a topographic map and have
 DE0158.an estimated accuracy of +/- 6 seconds.
 DE0158
 DE0158.The orthometric height was determined by differential leveling
 DE0158.and adjusted by the National Geodetic Survey in June 1991..
 DE0158
 DE0158.The geoid height was determined by GEOID03.
 DE0158
 DE0158.The dynamic height is computed by dividing the NAVD 88
 DE0158.geopotential number by the normal gravity value computed on the
 DE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0158.degrees latitude (g = 980.6199 gals.).
 DE0158
 DE0158.The modeled gravity was interpolated from observed gravity values.
 DE0158
 DE0158;                    North         East    Units  Estimated Accuracy
 DE0158;SPC SC       -   168,610.      666,990.      MT  (+/- 180 meters Scaled)
 DE0158
 DE0158                          SUPERSEDED SURVEY CONTROL
 DE0158
 DE0158  NGVD 29 (03/21/89)   35.175  (m)          115.40   (f) ADJUSTED    2 0
 DE0158
 DE0158.Superseded values are not recommended for survey control.
 DE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0158.See file dsdata.txt to determine how the superseded data were derived.
 DE0158
 DE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS573905(NAD 83)
 DE0158_MARKER: P = PIPE CAP
 DE0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0158_STAMPING: 115.410 1919
 DE0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0158
 DE0158  HISTORY     - Date     Condition        Report By
 DE0158  HISTORY     - 1919     MONUMENTED       USGS
 DE0158  HISTORY     - 1957     MARK NOT FOUND   NGS
 DE0158
 DE0158                          STATION DESCRIPTION
 DE0158
 DE0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0158'AT CONNOR.
 DE0158'SEEMINGLY ALL TRACES OF THE RAILROAD STATION ARE GONE.  NO
 DE0158'EVIDENCE OF THE MARK WAS FOUND.  AT CONNOR, ORANGEBURG COUNTY, 8 FEET
 DE0158'SOUTH OF THE ATLANTIC COAST LINE RAILROAD STATION, 580 FEET SOUTH
 DE0158'OF MILEPOST C 26, 100 FEET SOUTH OF THE CENTER OF A DIRT-ROAD
 DE0158'CROSSING, BETWEEN THE TRACKS AND A GROVE OF PECAN TREES, 34 FEET
 DE0158'EAST OF THE CENTER-LINE OF THE MAIN TRACK, 34 FEET WEST OF THE
 DE0158'CENTERLINE OF A WAGON ROAD PARALLELING THE TRACK, AND LEVEL WITH
 DE0158'THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DE0158'CAP, STAMPED 115.410 1919 AND RIVETED ON THE TOP OF A 3-1/2 INCH
 DE0158'IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- IT WAS REPORTED
 DE0158'IN NOVEMBER 1934 THAT THE PIPE IS SLIGHTLY TILTED AND LOOSE IN THE
 DE0158'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB0906 ***********************************************************************
 EB0906  DESIGNATION -  116.40
 EB0906  PID         -  EB0906
 EB0906  STATE/COUNTY-  SC/DILLON
 EB0906  USGS QUAD   -  DILLON EAST (1982)
 EB0906
 EB0906                         *CURRENT SURVEY CONTROL
 EB0906  ___________________________________________________________________
 EB0906* NAD 83(1986)-  34 23 49.     (N)    079 22 09.     (W)     SCALED    
 EB0906* NAVD 88     -        35.19   (+/-2cm)     115.5    (feet)  VERTCON   
 EB0906  ___________________________________________________________________
 EB0906  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 EB0906
 EB0906  VERT ORDER  -  ? (See Below)
 EB0906
 EB0906.The horizontal coordinates were scaled from a topographic map and have
 EB0906.an estimated accuracy of +/- 6 seconds.
 EB0906
 EB0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB0906.The vertical order pertains to the NGVD 29 superseded value.
 EB0906
 EB0906.The geoid height was determined by GEOID03.
 EB0906
 EB0906;                    North         East    Units  Estimated Accuracy
 EB0906;SPC SC       -   285,480.      759,540.      MT  (+/- 180 meters Scaled)
 EB0906
 EB0906                          SUPERSEDED SURVEY CONTROL
 EB0906
 EB0906  NGVD 29 (??/??/92)   35.500  (m)          116.47   (f) ADJ UNCH    ?  
 EB0906
 EB0906.Superseded values are not recommended for survey control.
 EB0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0906.See file dsdata.txt to determine how the superseded data were derived.
 EB0906
 EB0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU499073(NAD 83)
 EB0906_MARKER: N = NAIL
 EB0906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0906_SP_SET: POLE
 EB0906_STAMPING: SCHD 116.40
 EB0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0906
 EB0906  HISTORY     - Date     Condition        Report By
 EB0906  HISTORY     - UNK      MONUMENTED       SCHD
 EB0906  HISTORY     - 1934     GOOD             NGS
 EB0906  HISTORY     - 1934     MARK NOT FOUND   NGS
 EB0906  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 EB0906
 EB0906                          STATION DESCRIPTION
 EB0906
 EB0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EB0906'AT DILLON.
 EB0906'AT DILLON, DILLON COUNTY, ON THE SEABOARD AIR LINE RAILWAY, ABOUT
 EB0906'450 FEET SOUTH OF A CROSSING AT MAPLE, 12 FEET WEST OF THE WEST
 EB0906'RAIL, IN THE SOUTHEAST SIDE OF A POLE MARKED S.C.H.D. 116.40,
 EB0906'AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A NAIL.
 EB0906
 EB0906                          STATION RECOVERY (1934)
 EB0906
 EB0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EB0906'MARK NOT FOUND.
 EB0906
 EB0906                          STATION RECOVERY (2004)
 EB0906
 EB0906'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0062 ***********************************************************************
 DE0062  DESIGNATION -  117
 DE0062  PID         -  DE0062
 DE0062  STATE/COUNTY-  SC/CLARENDON
 DE0062  USGS QUAD   -  MANNING (1980)
 DE0062
 DE0062                         *CURRENT SURVEY CONTROL
 DE0062  ___________________________________________________________________
 DE0062* NAD 83(1986)-  33 44 43.     (N)    080 12 44.     (W)     SCALED    
 DE0062* NAVD 88     -        35.40   (+/-2cm)     116.1    (feet)  VERTCON   
 DE0062  ___________________________________________________________________
 DE0062  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DE0062
 DE0062  VERT ORDER  -  ? (See Below)
 DE0062
 DE0062.The horizontal coordinates were scaled from a topographic map and have
 DE0062.an estimated accuracy of +/- 6 seconds.
 DE0062
 DE0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0062.The vertical order pertains to the NGVD 29 superseded value.
 DE0062
 DE0062.The geoid height was determined by GEOID03.
 DE0062
 DE0062;                    North         East    Units  Estimated Accuracy
 DE0062;SPC SC       -   212,310.      682,580.      MT  (+/- 180 meters Scaled)
 DE0062
 DE0062                          SUPERSEDED SURVEY CONTROL
 DE0062
 DE0062  NGVD 29 (??/??/92)   35.695  (m)          117.11   (f) ADJ UNCH    ?  
 DE0062
 DE0062.Superseded values are not recommended for survey control.
 DE0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0062.See file dsdata.txt to determine how the superseded data were derived.
 DE0062
 DE0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT729341(NAD 83)
 DE0062_MARKER: P = PIPE CAP
 DE0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0062_STAMPING: 117 1918
 DE0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0062
 DE0062  HISTORY     - Date     Condition        Report By
 DE0062  HISTORY     - 1918     MONUMENTED       USGS
 DE0062  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0062
 DE0062                          STATION DESCRIPTION
 DE0062
 DE0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0062'3.5 MI N FROM MANNING.
 DE0062'3.5 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 DE0062'STATION AT MANNING, CLARENDON COUNTY, 0.3 MILE SOUTH OF ALCOLU, AT
 DE0062'A ROAD CROSSING, 20 FEET WEST OF THE MAIN TRACK, AND 15 FEET NORTH
 DE0062'OF A SECTION TOOLHOUSE.  A USGS STANDARD CAP, STAMPED 117 1918 AND
 DE0062'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THIS BENCH
 DE0062'MARK WAS SEARCHED FOR BUT NOT RECOVERED IN SEPTEMBER 1934.  IT WAS
 DE0062'REPORTED AT THAT TIME THAT A ROAD AND A PASSING TRACK HAVE BOTH
 DE0062'BEEN BUILT SINCE 1918 NEAR THE SITE OF THE MARK, AND IT IS
 DE0062'BELIEVED THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1824 ***********************************************************************
 DE1824  DESIGNATION -  117
 DE1824  PID         -  DE1824
 DE1824  STATE/COUNTY-  SC/CLARENDON
 DE1824  USGS QUAD   -  JORDAN (1987)
 DE1824
 DE1824                         *CURRENT SURVEY CONTROL
 DE1824  ___________________________________________________________________
 DE1824* NAD 83(2001)-  33 31 21.25748(N)    080 13 47.02504(W)     ADJUSTED  
 DE1824* NAVD 88     -        24.11   (+/-2cm)      79.1    (feet)  VERTCON   
 DE1824  ___________________________________________________________________
 DE1824  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DE1824  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DE1824
 DE1824  HORZ ORDER  -  SECOND
 DE1824  VERT ORDER  -  THIRD ? (See Below)
 DE1824
 DE1824.The horizontal coordinates were established by classical geodetic methods
 DE1824.and adjusted by the National Geodetic Survey in March 2004..
 DE1824
 DE1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1824.The vertical order pertains to the NGVD 29 superseded value.
 DE1824
 DE1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1824
 DE1824.The geoid height was determined by GEOID03.
 DE1824
 DE1824;                    North         East     Units Scale Factor Converg.
 DE1824;SPC SC       -   187,596.882   681,141.748   MT  0.99979692   +0 25 37.3
 DE1824;SPC SC       -   615,475.33  2,234,717.02   iFT  0.99979692   +0 25 37.3
 DE1824;UTM  17      - 3,709,487.252   571,529.167   MT  0.99966308   +0 25 31.5
 DE1824
 DE1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1824!SPC SC       -   1.00000121  x   0.99979692  =   0.99979813
 DE1824!UTM  17      -   1.00000121  x   0.99966308  =   0.99966429
 DE1824
 DE1824                          SUPERSEDED SURVEY CONTROL
 DE1824
 DE1824  NAD 83(1986)-  33 31 21.26796(N)    080 13 47.02447(W) AD(       ) 2
 DE1824  NAD 27      -  33 31 20.68403(N)    080 13 47.71402(W) AD(       ) 2
 DE1824  NGVD 29 (07/19/86)   24.41   (m)           80.1    (f) LEVELING    3  
 DE1824
 DE1824.Superseded values are not recommended for survey control.
 DE1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1824.See file dsdata.txt to determine how the superseded data were derived.
 DE1824
 DE1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7152909487(NAD 83)
 DE1824_MARKER: DD = SURVEY DISK
 DE1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1824_STAMPING: 1977 117
 DE1824_MARK LOGO: SCPA  
 DE1824_PROJECTION: RECESSED 8 CENTIMETERS
 DE1824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1824+STABILITY: SURFACE MOTION
 DE1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1824+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 DE1824
 DE1824  HISTORY     - Date     Condition        Report By
 DE1824  HISTORY     - 1982     MONUMENTED       SCPA
 DE1824  HISTORY     - 20041011 GOOD             SCGS
 DE1824
 DE1824                          STATION DESCRIPTION
 DE1824
 DE1824'DESCRIBED BY SOUTH CAROLINA POWER AUTHORITY 1982 (MJH)
 DE1824'NO UNDERGROUND MARK WAS SET.
 DE1824'
 DE1824'THE STATION IS LOCATED ABOUT (11 MI) SOUTHEAST OF DAVIS STATION, (3
 DE1824'MI) EAST SOUTHEAST OF POTATO CREEK LANDING, IN A SUBDIVISION ON LAKE
 DE1824'(2 MI WEST OF EAGLE POINT OWNERSHIP--SANTEE COOPER POWER AUTHORITY,
 DE1824'CONTACT SANTEE COOPER SURVEY SECTION P.O. BOX 398 MONCKS CORNER, S.C.
 DE1824'29461 (803)-899-2121.
 DE1824'
 DE1824'TO REACH THE STATION FROM POST OFFICE IN DAVIS STATION GO SOUTH ON
 DE1824'S-14-64 FOR (5.4 MI) TO A SIDE ROAD LEFT S-14-396 TURN LEFT FOR (0.65
 DE1824'MI) TO ROAD S-14-469 GO ON S-14-469 FOR (0.55 MI) TO JUNCTION OF
 DE1824'S-14-512 TURN ON S-14-512 FOR (0.3 MI) TO MARK ON CORNER.
 DE1824'
 DE1824'THE STATION IS A STANDARD SOUTH CAROLINA POWER AUTHORITY DISK STAMPED
 DE1824'---NO 117 1977--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 9
 DE1824'INCHES ON SIDE FLUSH WITH THE GROUND LOCATED 3.414 METERS E FROM
 DE1824'APPROX CENTER OF S-14-512, 0.488 METERS N FROM POWER POLE WITH
 DE1824'WITNESS SIGN, AND 32.309 METERS NW FROM NORTHWEST CORNER OF HOUSE
 DE1824'TRAILER.
 DE1824
 DE1824                          STATION RECOVERY (2004)
 DE1824
 DE1824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1824'STATION IS LOCATED 9.15 MILES SOUTHEAST OF SUMMERTON, 11.9 MILES SOUTH
 DE1824'OF MANNING.    OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE1824'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE1824'FROM THE JUNCTION OVERPASS OF INTERSTATE 95 (EXIT 108) AND STATE  ROAD
 DE1824'102 (BLUFF BOULEVARD),  1.3 MILES SOUTH OF SUMMERTON, GO SOUTH ON ROAD
 DE1824'102 FOR  1.65 MILES TO THE JUNCTION OF STATE ROAD 127 (BILL DAVIS
 DE1824'ROAD), TURN LEFT ON ROAD 127 FOR  1.45 MILES TO THE JUNCTION OF STATE
 DE1824'ROAD 38 (WASH DAVIS ROAD), CONTINUE ON ROAD 127 FOR  5.0 MILES TO THE
 DE1824'JUNCTION OF STATE ROAD 64 (M.W. RICKENBAKER ROAD) AT DAVIS STATION,
 DE1824'TURN RIGHT ON ROAD 64 FOR 5.5 MILES TO THE MOUNT ZION A.M.E. CHURCH ON
 DE1824'THE LEFT AND  THE JUNCTION OF STATE ROAD 396 RIGHT, TURN RIGHT ON ROAD
 DE1824'396 FOR 0.65 MILE TO THE  JUNCTION OF STATE ROAD 469 (QUACKENBUSH
 DE1824'LANE), TURN LEFT ON ROAD 469 FOR 0.3 MILE  TO THE JUNCTION OF STATE
 DE1824'ROAD 782 (ENTRANCE TO SNUG HARBOR) LEFT AND STATE ROAD  469 RIGHT,
 DE1824'TURN RIGHT ON ROAD 469 FOR 0.25 MILE TO THE JUNCTION OF STATE ROAD 572
 DE1824'(BLACKBERRY BUSH ROAD) LEFT, TURN LEFT ON ROAD 572 FOR 0.3 MILE TO THE
 DE1824'STATION  AHEAD NEAR A POWER POLE ON THE EAST SIDE OF A BEND RIGHT.
 DE1824'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND 0.5 FOOT BELOW THE
 DE1824'ROADS, 1.5 FEET  NORTH OF THE POWER POLE 018464/2187J WITH FOUR GUY
 DE1824'WIRES AND A TRANSFORMER, 2.1 FEET  SOUTHWEST OF A TELEPHONE JUNCTION
 DE1824'BOX 4108/2C/10, 3.5 FEET SOUTH OF THE SOUTHWEST  CORNER OF A GREEN
 DE1824'FIBERGLASS WATER METER COVER, 17.5 FEET NORTH NORTHEAST OF THE
 DE1824'EXTENDED CENTER OF A ROAD, 36.5 FEET EAST SOUTHEAST OF THE EXTENDED
 DE1824'CENTER OF THE  ROAD, 0.8 FOOT NORTH OF A WITNESS POST. RECOVERED BY T.
 DE1824'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1049 ***********************************************************************
 EB1049  DESIGNATION -  117.34
 EB1049  PID         -  EB1049
 EB1049  STATE/COUNTY-  SC/MARLBORO
 EB1049  USGS QUAD   -  CLIO (1972)
 EB1049
 EB1049                         *CURRENT SURVEY CONTROL
 EB1049  ___________________________________________________________________
 EB1049* NAD 83(1986)-  34 34 25.     (N)    079 32 09.     (W)     SCALED    
 EB1049* NAVD 88     -        58.49   (+/-2cm)     191.9    (feet)  VERTCON   
 EB1049  ___________________________________________________________________
 EB1049  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 EB1049
 EB1049  VERT ORDER  -  ? (See Below)
 EB1049
 EB1049.The horizontal coordinates were scaled from a topographic map and have
 EB1049.an estimated accuracy of +/- 6 seconds.
 EB1049
 EB1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB1049.The vertical order pertains to the NGVD 29 superseded value.
 EB1049
 EB1049.The geoid height was determined by GEOID03.
 EB1049
 EB1049;                    North         East    Units  Estimated Accuracy
 EB1049;SPC SC       -   304,850.      743,940.      MT  (+/- 180 meters Scaled)
 EB1049
 EB1049                          SUPERSEDED SURVEY CONTROL
 EB1049
 EB1049  NGVD 29 (??/??/92)   58.787  (m)          192.87   (f) ADJ UNCH    ?  
 EB1049
 EB1049.Superseded values are not recommended for survey control.
 EB1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1049.See file dsdata.txt to determine how the superseded data were derived.
 EB1049
 EB1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU343267(NAD 83)
 EB1049_MARKER: N = NAIL
 EB1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB1049_SP_SET: TREE
 EB1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB1049
 EB1049  HISTORY     - Date     Condition        Report By
 EB1049  HISTORY     - UNK      MONUMENTED       SCHD
 EB1049  HISTORY     - 1934     GOOD             NGS
 EB1049
 EB1049                          STATION DESCRIPTION
 EB1049
 EB1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EB1049'0.7 MI SE FROM CLIO.
 EB1049'0.7 MILE SOUTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 EB1049'CLIO, MARLBORO COUNTY, 25 FEET SOUTHWEST OF MILEPOST 278, 51
 EB1049'FEET WEST OF THE CENTERLINE OF THE TRACK, 15 FEET NORTH OF A DIRT
 EB1049'ROAD, AND IN THE EAST ROOT OF A 15-INCH OAK TREE.  A STANDARD
 EB1049'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0228 ***********************************************************************
 DE0228  DESIGNATION -  118
 DE0228  PID         -  DE0228
 DE0228  STATE/COUNTY-  SC/BAMBERG
 DE0228  USGS QUAD   -  MIDWAY (1987)
 DE0228
 DE0228                         *CURRENT SURVEY CONTROL
 DE0228  ___________________________________________________________________
 DE0228* NAD 83(1986)-  33 16 00.     (N)    080 54 57.     (W)     SCALED    
 DE0228* NAVD 88     -        35.45   (+/-2cm)     116.3    (feet)  VERTCON   
 DE0228  ___________________________________________________________________
 DE0228  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DE0228
 DE0228  VERT ORDER  -  ? (See Below)
 DE0228
 DE0228.The horizontal coordinates were scaled from a topographic map and have
 DE0228.an estimated accuracy of +/- 6 seconds.
 DE0228
 DE0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0228.The vertical order pertains to the NGVD 29 superseded value.
 DE0228
 DE0228.The geoid height was determined by GEOID03.
 DE0228
 DE0228;                    North         East    Units  Estimated Accuracy
 DE0228;SPC SC       -   158,960.      617,440.      MT  (+/- 180 meters Scaled)
 DE0228
 DE0228                          SUPERSEDED SURVEY CONTROL
 DE0228
 DE0228  NGVD 29 (??/??/92)   35.754  (m)          117.30   (f) ADJ UNCH    ?  
 DE0228
 DE0228.Superseded values are not recommended for survey control.
 DE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0228.See file dsdata.txt to determine how the superseded data were derived.
 DE0228
 DE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS078808(NAD 83)
 DE0228_MARKER: P = PIPE CAP
 DE0228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0228_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0228_STAMPING: 117.336 1919
 DE0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0228
 DE0228  HISTORY     - Date     Condition        Report By
 DE0228  HISTORY     - 1919     MONUMENTED       USGS
 DE0228  HISTORY     - 1958     GOOD             NGS
 DE0228
 DE0228                          STATION DESCRIPTION
 DE0228
 DE0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DE0228'1.6 MI E FROM EMBREE.
 DE0228'EMBREE IS NOW ONLY A SHORT RAILROAD SIDING FOR LOADING SAND.  WITH
 DE0228'THIS EXCEPTION AND THAT OF THE NOTE UNDER PRESENT CONDITION ABOVE,
 DE0228'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.  1.6 MILES WEST
 DE0228'ALONG THE SOUTHERN RAILWAY FROM EMBREE, 4.5 FEET EAST OF MILEPOST
 DE0228'6, AND 10.5 FEET NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0933 ***********************************************************************
 DE0933  DESIGNATION -  118
 DE0933  PID         -  DE0933
 DE0933  STATE/COUNTY-  SC/BARNWELL
 DE0933  USGS QUAD   -  GIRARD NW (1989)
 DE0933
 DE0933                         *CURRENT SURVEY CONTROL
 DE0933  ___________________________________________________________________
 DE0933* NAD 83(1986)-  33 08 07.     (N)    081 38 09.     (W)     SCALED    
 DE0933* NAVD 88     -        35.444  (meters)     116.29   (feet)  ADJUSTED  
 DE0933  ___________________________________________________________________
 DE0933  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DE0933  DYNAMIC HT  -          35.406 (meters)     116.16  (feet)  COMP
 DE0933  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 DE0933
 DE0933  VERT ORDER  -  FIRST     CLASS II
 DE0933
 DE0933.The horizontal coordinates were scaled from a topographic map and have
 DE0933.an estimated accuracy of +/- 6 seconds.
 DE0933
 DE0933.The orthometric height was determined by differential leveling
 DE0933.and adjusted by the National Geodetic Survey in June 1991..
 DE0933
 DE0933.The geoid height was determined by GEOID03.
 DE0933
 DE0933.The dynamic height is computed by dividing the NAVD 88
 DE0933.geopotential number by the normal gravity value computed on the
 DE0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0933.degrees latitude (g = 980.6199 gals.).
 DE0933
 DE0933.The modeled gravity was interpolated from observed gravity values.
 DE0933
 DE0933;                    North         East    Units  Estimated Accuracy
 DE0933;SPC SC       -   144,570.      550,280.      MT  (+/- 180 meters Scaled)
 DE0933
 DE0933                          SUPERSEDED SURVEY CONTROL
 DE0933
 DE0933  NGVD 29 (??/??/92)   35.713  (m)          117.17   (f) ADJ UNCH    1 2
 DE0933
 DE0933.Superseded values are not recommended for survey control.
 DE0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0933.See file dsdata.txt to determine how the superseded data were derived.
 DE0933
 DE0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS406664(NAD 83)
 DE0933_MARKER: P = PIPE CAP
 DE0933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0933_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0933_STAMPING: 118 1918
 DE0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0933
 DE0933  HISTORY     - Date     Condition        Report By
 DE0933  HISTORY     - 1918     MONUMENTED       USGS
 DE0933  HISTORY     - 1961     GOOD             NGS
 DE0933  HISTORY     - 19920227 MARK NOT FOUND   SCGS
 DE0933
 DE0933                          STATION DESCRIPTION
 DE0933
 DE0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0933'1.3 MI SE FROM ROBBINS.
 DE0933'ABOUT 1.3 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0933'FROM THE STATION AT ROBBINS, 0.2 MILE SOUTHEAST OF MILEPOST
 DE0933'30, AT THE NORTHWEST ONE OF TWO DIRT ROAD CROSSINGS, 18 1/2 FEET
 DE0933'SOUTHWEST OF THE SOUTHWEST RAIL, 12 1/2 FEET NORTHWEST OF THE
 DE0933'CENTER LINE OF ROAD, 26 FEET WEST OF THE CENTER LINE OF CROSSING,
 DE0933'6 FEET WEST-NORTHWEST OF THE NORTHWEST END OF A 18-INCH PIPE
 DE0933'CULVERT UNDER THE ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL OF TRACK,
 DE0933'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 3 INCHES.
 DE0933'NOTE-- LEVELING IN 1961 INDICATES THAT THIS MARK HAS LOWERED
 DE0933'ABOUT 1 1/2 DECIMETERS.
 DE0933
 DE0933                          STATION RECOVERY (1992)
 DE0933
 DE0933'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0933'NOT RECOVERED, AREA DESCRIBED IS NOW A DITCH ON RAILROAD MAINTENANCE
 DE0933'AREA.
 DE0933'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9483 ***********************************************************************
 DH9483  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9483  DESIGNATION -  11910
 DH9483  PID         -  DH9483
 DH9483  STATE/COUNTY-  SC/COLLETON
 DH9483  USGS QUAD   -  GROVER (1982)
 DH9483
 DH9483                         *CURRENT SURVEY CONTROL
 DH9483  ___________________________________________________________________
 DH9483* NAD 83(2001)-  33 03 34.10205(N)    080 31 26.73360(W)     ADJUSTED  
 DH9483* NAVD 88     -        14.70   (meters)      48.2    (feet)  GPS OBS   
 DH9483  ___________________________________________________________________
 DH9483  X           -     880,928.249 (meters)                     COMP
 DH9483  Y           -  -5,277,852.185 (meters)                     COMP
 DH9483  Z           -   3,459,479.143 (meters)                     COMP
 DH9483  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DH9483  ELLIP HEIGHT-         -17.16  (meters)          (05/04/06) GPS OBS
 DH9483  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DH9483
 DH9483  HORZ ORDER  -  FIRST
 DH9483  ELLP ORDER  -  FOURTH    CLASS II
 DH9483
 DH9483.The horizontal coordinates were established by GPS observations
 DH9483.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9483
 DH9483.The orthometric height was determined by GPS observations and a
 DH9483.high-resolution geoid model using precise GPS observation and
 DH9483.processing techniques.
 DH9483
 DH9483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9483
 DH9483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9483
 DH9483.The ellipsoidal height was determined by GPS observations
 DH9483.and is referenced to NAD 83.
 DH9483
 DH9483.The geoid height was determined by GEOID03.
 DH9483
 DH9483;                    North         East     Units Scale Factor Converg.
 DH9483;SPC SC       -   136,079.820   654,038.380   MT  0.99984990   +0 15 49.8
 DH9483;SPC SC       -   446,456.10  2,145,795.21   iFT  0.99984990   +0 15 49.8
 DH9483;UTM  17      - 3,657,980.789   544,427.638   MT  0.99962434   +0 15 34.6
 DH9483
 DH9483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9483!SPC SC       -   1.00000269  x   0.99984990  =   0.99985259
 DH9483!UTM  17      -   1.00000269  x   0.99962434  =   0.99962703
 DH9483
 DH9483                          SUPERSEDED SURVEY CONTROL
 DH9483
 DH9483.No superseded survey control is available for this station.
 DH9483
 DH9483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4442857981(NAD 83)
 DH9483_MARKER: DD = SURVEY DISK
 DH9483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9483_STAMPING: 11910 2005
 DH9483_MARK LOGO: SCGS  
 DH9483_PROJECTION: FLUSH
 DH9483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9483+STABILITY: SURFACE MOTION
 DH9483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9483+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 DH9483
 DH9483  HISTORY     - Date     Condition        Report By
 DH9483  HISTORY     - 20051003 MONUMENTED       SCGS
 DH9483
 DH9483                          STATION DESCRIPTION
 DH9483
 DH9483'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005
 DH9483'THE STATION IS LOCATED 8.8 MI (14.16 KM) NORTH NORTHWEST OF
 DH9483'COTTAGEVILLE, 13.5 MI (21.73 KM) NORTHEAST OF WALTERBORO.
 DH9483'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DH9483'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 DH9483'OF STATE HIGHWAYS 61 (AUGUSTA HIGHWAY) AND 651 (REHOBETH ROAD) 7.95 MI
 DH9483'(12.79 KM) NORTH OF COTTAGEVILLE, GO WEST ON HIGHWAY 61 FOR 1.35 MI
 DH9483'(2.17 KM) TO THE JUNCTION OF STATE ROAD 21 (SIDNEYS ROAD), TURN RIGHT
 DH9483'ON ROAD 21 FOR 0.8 MI (1.29 KM) TO THE STATION ON THE RIGHT NEAR A
 DH9483'POWER POLE IN THE NORTHEAST ANGLE OF A GRASSY DRIVEWAY LEADING TO A
 DH9483'BRICK HOUSE NUMBER 11910, 0.15 MI (19167.57 KM) SOUTH OF THE CENTER OF
 DH9483'THE BRIDGE OVER THE EDISTO RIVER (COLLETON AND DORCHESTER COUNTY
 DH9483'LINE). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 DH9483'THE ROAD, 11.0 FT (3.4 M) NORTH OF THE CENTER OF THE DRIVEWAY, 3.6 FT
 DH9483'(1.1 M) SOUTH OF A POWER POLE WITH ONE GUY WIRE AND A SCGS REFERENCE
 DH9483'WASHER ATTACHED, 37.4 FT (11.4 M) SOUTHEAST OF THE SOUTH END OF A
 DH9483'1.5-FOOT CONCRETE PIPE CULVERT BENEATH A GRASSY FIELD ACCESS ROAD,
 DH9483'48.4 FT (14.8 M) EAST OF THE CENTER OF THE ROAD, 3.6 FT (1.1 M) SOUTH
 DH9483'OF A WITNESS POST. DESCRIBED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0078 ***********************************************************************
 DE0078  DESIGNATION -  119=PTS 45
 DE0078  PID         -  DE0078
 DE0078  STATE/COUNTY-  SC/CLARENDON
 DE0078  USGS QUAD   -  FORESTON (1987)
 DE0078
 DE0078                         *CURRENT SURVEY CONTROL
 DE0078  ___________________________________________________________________
 DE0078* NAD 83(1986)-  33 39 47.     (N)    080 07 06.     (W)     SCALED    
 DE0078* NAVD 88     -        35.92   (+/-2cm)     117.8    (feet)  VERTCON   
 DE0078  ___________________________________________________________________
 DE0078  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DE0078
 DE0078  VERT ORDER  -  ? (See Below)
 DE0078
 DE0078.The horizontal coordinates were scaled from a topographic map and have
 DE0078.an estimated accuracy of +/- 6 seconds.
 DE0078
 DE0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0078.The vertical order pertains to the NGVD 29 superseded value.
 DE0078
 DE0078.The geoid height was determined by GEOID03.
 DE0078
 DE0078;                    North         East    Units  Estimated Accuracy
 DE0078;SPC SC       -   203,260.      691,360.      MT  (+/- 180 meters Scaled)
 DE0078
 DE0078                          SUPERSEDED SURVEY CONTROL
 DE0078
 DE0078  NGVD 29 (??/??/92)   36.213  (m)          118.81   (f) ADJ UNCH    ?  
 DE0078
 DE0078.Superseded values are not recommended for survey control.
 DE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0078.See file dsdata.txt to determine how the superseded data were derived.
 DE0078
 DE0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT817251(NAD 83)
 DE0078_MARKER: P = PIPE CAP
 DE0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0078_STAMPING: 119 PRIM TRAV STA NO 45 J 1918
 DE0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0078
 DE0078  HISTORY     - Date     Condition        Report By
 DE0078  HISTORY     - 1918     MONUMENTED       USGS
 DE0078  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0078  HISTORY     - 1978     MARK NOT FOUND   NGS
 DE0078  HISTORY     - 20041014 MARK NOT FOUND   SCGS
 DE0078
 DE0078                          STATION DESCRIPTION
 DE0078
 DE0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0078'AT WILSON MILL.
 DE0078'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 DE0078'THE STATION HAS BEEN REMOVED AND IT IS BELIEVED THAT THE MARK
 DE0078'HAS BEEN DESTROYED.  ORIGINAL DESCRIPTION-- AT WILSONS MILL,
 DE0078'CLARENDON COUNTY, ON THE ATLANTIC COAST LINE RAILROAD, 82 FEET
 DE0078'NORTH OF THE NORTH END OF THE STATION, IN THE NORTHEAST QUARTER
 DE0078'OF A ROAD CROSSING, 18 FEET EAST OF THE EAST RAIL, 16 FEET NORTH
 DE0078'OF THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF THE
 DE0078'CROSSING-WARNING SIGN.  A USGS STANDARD CAP, STAMPED 119 PRIM
 DE0078'TRAV STA NO 45 J 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 DE0078'PIPE PROJECTING 8 INCHES ABOVE GROUND.
 DE0078
 DE0078                          STATION RECOVERY (1978)
 DE0078
 DE0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE0078'MARK NOT FOUND.
 DE0078
 DE0078                          STATION RECOVERY (2004)
 DE0078
 DE0078'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE0078'NOT RECOVERED,  A 15 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE
 DE0078'AREA DESCRIBED  HAS CHANGED DUE TO RAILROAD RIGHT OF WAY MAINTENANCE,
 DE0078'PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0211 ***********************************************************************
 DD0211  DESIGNATION -  12
 DD0211  PID         -  DD0211
 DD0211  STATE/COUNTY-  SC/HORRY
 DD0211  USGS QUAD   -  BUCKSVILLE (1973)
 DD0211
 DD0211                         *CURRENT SURVEY CONTROL
 DD0211  ___________________________________________________________________
 DD0211* NAD 83(1986)-  33 41 34.     (N)    079 06 59.     (W)     SCALED    
 DD0211* NAVD 88     -         4.41   (+/-2cm)      14.5    (feet)  VERTCON   
 DD0211  ___________________________________________________________________
 DD0211  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DD0211
 DD0211  VERT ORDER  -  ? (See Below)
 DD0211
 DD0211.The horizontal coordinates were scaled from a topographic map and have
 DD0211.an estimated accuracy of +/- 6 seconds.
 DD0211
 DD0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD0211.The vertical order pertains to the NGVD 29 superseded value.
 DD0211
 DD0211.The geoid height was determined by GEOID03.
 DD0211
 DD0211;                    North         East    Units  Estimated Accuracy
 DD0211;SPC SC       -   207,800.      784,200.      MT  (+/- 180 meters Scaled)
 DD0211
 DD0211                          SUPERSEDED SURVEY CONTROL
 DD0211
 DD0211  NGVD 29 (??/??/92)    4.711  (m)           15.46   (f) ADJ UNCH    ?  
 DD0211
 DD0211.Superseded values are not recommended for survey control.
 DD0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0211.See file dsdata.txt to determine how the superseded data were derived.
 DD0211
 DD0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT745296(NAD 83)
 DD0211_MARKER: S = SPIKE
 DD0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0211_SP_SET: TREE
 DD0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0211
 DD0211  HISTORY     - Date     Condition        Report By
 DD0211  HISTORY     - UNK      MONUMENTED       SCHD
 DD0211  HISTORY     - 1933     GOOD             NGS
 DD0211  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0211
 DD0211                          STATION DESCRIPTION
 DD0211
 DD0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DD0211'11 MI S FROM CONWAY.
 DD0211'11.0 MI. S. OF CONWAY ON U.S. HIGHWAY NO. 701.  40 FT E. OF U.S.
 DD0211'HIGHWAY NO. 701.  125 FT NW. OF COUNTRY CHURCH.  A SPIKE SET
 DD0211'IN W. ROOT OF 14 IN OAK TREE.
 DD0211
 DD0211                          STATION RECOVERY (1962)
 DD0211
 DD0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DD0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1489 ***********************************************************************
 DE1489  DESIGNATION -  12
 DE1489  PID         -  DE1489
 DE1489  STATE/COUNTY-  SC/BERKELEY
 DE1489  USGS QUAD   -  CROSS (1987)
 DE1489
 DE1489                         *CURRENT SURVEY CONTROL
 DE1489  ___________________________________________________________________
 DE1489* NAD 83(1986)-  33 18 46.     (N)    080 09 58.     (W)     SCALED    
 DE1489* NAVD 88     -        27.646  (meters)      90.70   (feet)  ADJUSTED  
 DE1489  ___________________________________________________________________
 DE1489  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE1489  DYNAMIC HT  -          27.618 (meters)      90.61  (feet)  COMP
 DE1489  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 DE1489
 DE1489  VERT ORDER  -  FIRST     CLASS II
 DE1489
 DE1489.The horizontal coordinates were scaled from a topographic map and have
 DE1489.an estimated accuracy of +/- 6 seconds.
 DE1489
 DE1489.The orthometric height was determined by differential leveling
 DE1489.and adjusted by the National Geodetic Survey in June 1991..
 DE1489
 DE1489.The geoid height was determined by GEOID03.
 DE1489
 DE1489.The dynamic height is computed by dividing the NAVD 88
 DE1489.geopotential number by the normal gravity value computed on the
 DE1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1489.degrees latitude (g = 980.6199 gals.).
 DE1489
 DE1489.The modeled gravity was interpolated from observed gravity values.
 DE1489
 DE1489;                    North         East    Units  Estimated Accuracy
 DE1489;SPC SC       -   164,380.      687,240.      MT  (+/- 180 meters Scaled)
 DE1489
 DE1489                          SUPERSEDED SURVEY CONTROL
 DE1489
 DE1489  NGVD 29 (03/21/89)   27.944  (m)           91.68   (f) ADJUSTED    1 2
 DE1489
 DE1489.Superseded values are not recommended for survey control.
 DE1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1489.See file dsdata.txt to determine how the superseded data were derived.
 DE1489
 DE1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS776862(NAD 83)
 DE1489_MARKER: DB = BENCH MARK DISK
 DE1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1489_SP_SET: CONCRETE POST
 DE1489_STAMPING: 1977 - NO. 12
 DE1489_MARK LOGO: SCSC  
 DE1489_PROJECTION: RECESSED 7 CENTIMETERS
 DE1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1489+STABILITY: SURFACE MOTION
 DE1489
 DE1489  HISTORY     - Date     Condition        Report By
 DE1489  HISTORY     - 1977     MONUMENTED       SCSC
 DE1489  HISTORY     - 1985     GOOD             SCGS
 DE1489
 DE1489                          STATION DESCRIPTION
 DE1489
 DE1489'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1489'2.9 KM (1.8 MI) SW FROM CROSS.
 DE1489'2.9 KILOMETERS (1.8 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1489'CROSS POST OFFICE, SET IN THE WEST ANGLE OF A SAND DRIVE ON THE
 DE1489'OUTSIDE OF A CURVE AND ACROSS FROM AN ABANDONED ONE-STORY HOUSE,
 DE1489'17.9 METERS (58.73 FEET) NORTH-NORTHEAST OF A LONE PINE TREE,
 DE1489'4.0 METERS (13.12 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 DE1489'THE SAND DRIVE, 9.2 METERS (30.18 FEET) WEST-NORTHWEST OF THE
 DE1489'CENTERLINE OF THE HIGHWAY, 21.15 METERS (69.4 FEET) NORTHWEST OF A
 DE1489'POWER POLE.
 DE1489'THE MARK IS 0.13 METERS  ESE FROM A WITNESS POST.
 DE1489'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3969 ***********************************************************************
 AA3969  DESIGNATION -  12 001
 AA3969  PID         -  AA3969
 AA3969  STATE/COUNTY-  SC/CHESTER
 AA3969  USGS QUAD   -  GREAT FALLS (1969)
 AA3969
 AA3969                         *CURRENT SURVEY CONTROL
 AA3969  ___________________________________________________________________
 AA3969* NAD 83(1986)-  34 33 20.     (N)    080 54 32.     (W)     SCALED    
 AA3969* NAVD 88     -       103.588  (meters)     339.86   (feet)  ADJUSTED  
 AA3969  ___________________________________________________________________
 AA3969  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3969  DYNAMIC HT  -         103.489 (meters)     339.53  (feet)  COMP
 AA3969  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 AA3969
 AA3969  VERT ORDER  -  FIRST     CLASS II
 AA3969
 AA3969.The horizontal coordinates were scaled from a topographic map and have
 AA3969.an estimated accuracy of +/- 6 seconds.
 AA3969
 AA3969.The orthometric height was determined by differential leveling
 AA3969.and adjusted by the National Geodetic Survey in September 1998..
 AA3969
 AA3969.The geoid height was determined by GEOID03.
 AA3969
 AA3969.The dynamic height is computed by dividing the NAVD 88
 AA3969.geopotential number by the normal gravity value computed on the
 AA3969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3969.degrees latitude (g = 980.6199 gals.).
 AA3969
 AA3969.The modeled gravity was interpolated from observed gravity values.
 AA3969
 AA3969;                    North         East    Units  Estimated Accuracy
 AA3969;SPC SC       -   301,900.      617,960.      MT  (+/- 180 meters Scaled)
 AA3969
 AA3969                          SUPERSEDED SURVEY CONTROL
 AA3969
 AA3969.No superseded survey control is available for this station.
 AA3969
 AA3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU083237(NAD 83)
 AA3969_MARKER: DD = SURVEY DISK
 AA3969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3969_STAMPING: 12 001 1993
 AA3969_MARK LOGO: SCGS  
 AA3969_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3969+STABILITY: SURFACE MOTION
 AA3969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3969+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1998
 AA3969
 AA3969  HISTORY     - Date     Condition        Report By
 AA3969  HISTORY     - 1993     MONUMENTED       SCGS
 AA3969  HISTORY     - 19980805 GOOD             SCGS
 AA3969  HISTORY     - 19990308 GOOD             USPSQD
 AA3969
 AA3969                          STATION DESCRIPTION
 AA3969
 AA3969'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3969'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTH SOUTHWEST OF GREAT FALLS.
 AA3969'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3969'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3969'OF STATE HIGHWAY 200 AND U.S. HIGHWAY 21, 2.35 MILES (3.78 KM) SOUTH
 AA3969'SOUTHWEST OF GREAT FALLS, GO NORTH NORTHEAST ON HIGHWAYS 200 AND 21
 AA3969'FOR 0.95 MILE (1.53 KM) TO THE STATION ON THE LEFT NEAR THE EAST END
 AA3969'OF A BRICK SIGN BASE IN FRONT OF LEWIS FURNITURE. STATION IS A
 AA3969'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 124.0
 AA3969'FEET (37.8 M) SOUTH SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE OVER
 AA3969'ROCKY CREEK, 52.7 FEET (16.1 M) WEST NORTHWEST OF THE CENTER OF THE
 AA3969'HIGHWAY, 3.6 FEET (1.1 M) SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF
 AA3969'THE BRICK SIGN BASE, 4.0 FEET (1.2 M) EAST NORTHEAST OF THE SOUTHEAST
 AA3969'CORNER OF THE BRICK SIGN BASE, 16.6 FEET (5.1 M) SOUTHWEST OF A METAL
 AA3969'SIGN POST FOR A PARKING SIGN, 99.3 FEET (30.3 M) NORTHEAST OF A
 AA3969'SECURITY LIGHT POLE, 25.4 FEET (7.7 M) WEST SOUTHWEST OF A WITNESS
 AA3969'POST. DESCRIBED BY T. HALL.
 AA3969
 AA3969                          STATION RECOVERY (1998)
 AA3969
 AA3969'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA3969'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTH SOUTHWEST OF GREAT FALLS,
 AA3969'20.25 MILES (32.59 KM) SOUTHEAST OF CHESTER.  OWNERSHIP--SCDOT,
 AA3969'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA3969'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AA3969'200 AND U.S.  HIGHWAY 21, 2.35 MILES (3.78 KM) SOUTH SOUTHWEST OF
 AA3969'GREAT FALLS, GO NORTH NORTHEAST ON HIGHWAYS 200 AND 21 FOR 0.95 MILE
 AA3969'(1.53 KM) TO THE STATION ON THE LEFT NEAR THE EAST END OF A BRICK SIGN
 AA3969'BASE IN FRONT OF AN ABANDONED BUILDING, JUST BEFORE REACHING A BRIDGE
 AA3969'OVER ROCKY CREEK.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA3969'AND LEVEL WITH THE HIGHWAY, 124.0 FEET (37.8 M) SOUTH SOUTHWEST OF THE
 AA3969'SOUTHWEST END OF THE BRIDGE OVER ROCKY CREEK, 52.7 FEET (16.1 M) WEST
 AA3969'NORTHWEST OF THE CENTER OF THE HIGHWAY, 3.6 FEET (1.1 M) SOUTH
 AA3969'SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK SIGN BASE, 4.0 FEET
 AA3969'(1.2 M) EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE BRICK SIGN BASE,
 AA3969'16.6 FEET (5.1 M) SOUTHWEST OF A METAL SIGN POST FOR A PARKING SIGN,
 AA3969'99.3 FEET (30.3 M) NORTHEAST OF A SECURITY LIGHT POLE, 25.4 FEET (7.7
 AA3969'M) WEST SOUTHWEST OF A WITNESS POST.  RECOVERED BY C.J.  STONE.
 AA3969
 AA3969                          STATION RECOVERY (1999)
 AA3969
 AA3969'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3970 ***********************************************************************
 AA3970  DESIGNATION -  12 002
 AA3970  PID         -  AA3970
 AA3970  STATE/COUNTY-  SC/CHESTER
 AA3970  USGS QUAD   -  GREAT FALLS (1969)
 AA3970
 AA3970                         *CURRENT SURVEY CONTROL
 AA3970  ___________________________________________________________________
 AA3970* NAD 83(2001)-  34 34 05.52343(N)    080 54 15.46966(W)     ADJUSTED  
 AA3970* NAVD 88     -       154.363  (meters)     506.44   (feet)  ADJUSTED  
 AA3970  ___________________________________________________________________
 AA3970  X           -     831,183.028 (meters)                     COMP
 AA3970  Y           -  -5,191,742.328 (meters)                     COMP
 AA3970  Z           -   3,598,594.740 (meters)                     COMP
 AA3970  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA3970  ELLIP HEIGHT-         123.87  (meters)          (03/13/03) GPS OBS
 AA3970  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3970  DYNAMIC HT  -         154.216 (meters)     505.96  (feet)  COMP
 AA3970  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 AA3970
 AA3970  HORZ ORDER  -  FIRST
 AA3970  VERT ORDER  -  FIRST     CLASS II
 AA3970  ELLP ORDER  -  FOURTH    CLASS II
 AA3970
 AA3970.The horizontal coordinates were established by GPS observations
 AA3970.and adjusted by the National Geodetic Survey in March 2003..
 AA3970
 AA3970.The orthometric height was determined by differential leveling
 AA3970.and adjusted by the National Geodetic Survey in September 1998..
 AA3970
 AA3970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3970
 AA3970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3970
 AA3970.The ellipsoidal height was determined by GPS observations
 AA3970.and is referenced to NAD 83.
 AA3970
 AA3970.The geoid height was determined by GEOID03.
 AA3970
 AA3970.The dynamic height is computed by dividing the NAVD 88
 AA3970.geopotential number by the normal gravity value computed on the
 AA3970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3970.degrees latitude (g = 980.6199 gals.).
 AA3970
 AA3970.The modeled gravity was interpolated from observed gravity values.
 AA3970
 AA3970;                    North         East     Units Scale Factor Converg.
 AA3970;SPC SC       -   303,299.087   618,381.452   MT  0.99991656   +0 03 11.0
 AA3970;SPC SC       -   995,075.74  2,028,810.54   iFT  0.99991656   +0 03 11.0
 AA3970;UTM  17      - 3,825,164.055   508,778.675   MT  0.99960095   +0 03 15.5
 AA3970
 AA3970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3970!SPC SC       -   0.99998056  x   0.99991656  =   0.99989712
 AA3970!UTM  17      -   0.99998056  x   0.99960095  =   0.99958151
 AA3970
 AA3970:                Primary Azimuth Mark                     Grid Az
 AA3970:SPC SC       -  12 004                                   351 53 15.1
 AA3970:UTM  17      -  12 004                                   351 53 10.6
 AA3970
 AA3970|---------------------------------------------------------------------|
 AA3970| PID    Reference Object                     Distance      Geod. Az  |
 AA3970|                                                           dddmmss.s |
 AA3970| AA3972 12 004                              APPROX. 1.7 KM 3515626.1 |
 AA3970|---------------------------------------------------------------------|
 AA3970
 AA3970                          SUPERSEDED SURVEY CONTROL
 AA3970
 AA3970  NAD 83(1995)-  34 34 05.52352(N)    080 54 15.46923(W) AD(       ) 1
 AA3970  ELLIP H (08/25/00)  123.87   (m)                       GP(       ) 4 1
 AA3970  NAD 83(1986)-  34 34 05.54064(N)    080 54 15.47382(W) AD(       ) 1
 AA3970
 AA3970.Superseded values are not recommended for survey control.
 AA3970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3970.See file dsdata.txt to determine how the superseded data were derived.
 AA3970
 AA3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0877925164(NAD 83)
 AA3970_MARKER: DD = SURVEY DISK
 AA3970_SETTING: 66 = SET IN ROCK OUTCROP
 AA3970_STAMPING: 12 002 1993
 AA3970_MARK LOGO: SCGS  
 AA3970_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3970+STABILITY: POSITION/ELEVATION WELL
 AA3970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3970+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1998
 AA3970
 AA3970  HISTORY     - Date     Condition        Report By
 AA3970  HISTORY     - 1993     MONUMENTED       SCGS
 AA3970  HISTORY     - 19980805 GOOD             SCGS
 AA3970  HISTORY     - 19990308 GOOD             USPSQD
 AA3970
 AA3970                          STATION DESCRIPTION
 AA3970
 AA3970'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3970'STATION IS LOCATED IN GREAT FALLS. OWNERSHIP--GREAT FALLS MIDDLE
 AA3970'SCHOOL, 850 CHESTER AVENUE, GREAT FALLS, SC 29055. TO REACH THE
 AA3970'STATION FROM THE JUNCTION OF STATE HIGHWAYS 200 (PENDERGRASS
 AA3970'BOULEVARD), 99 AND U.S. HIGHWAY 21, 0.6 MILE (1.0 KM) NORTH NORTHWEST
 AA3970'OF GREAT FALLS, GO SOUTHEAST ON HIGHWAYS 21 AND 200 FOR 1.1 MILES (1.8
 AA3970'KM) TO THE JUNCTION OF STATE ROAD 382, TURN RIGHT ON ROAD 382 (LEADING
 AA3970'TO THE GREAT FALLS MIDDLE SCHOOL) FOR 0.05 MILE (0.08 KM) TO THE
 AA3970'STATION IN A ROCK OUTCROPPING IN FRONT OF THE SCHOOL. STATION IS A
 AA3970'DRILL MARK IN ROCK OUTCROPPING, 90.4 FEET (27.6 M) SOUTHWEST OF A FIRE
 AA3970'HYDRANT, 131.8 FEET (40.2 M) NORTH NORTHEAST OF THE NORTHWEST CORNER
 AA3970'OF THE BRICK SIGN, 100.0 FEET (30.5 M) WEST NORTHWEST OF THE CENTER OF
 AA3970'THE HIGHWAY, 84.9 FEET (25.9 M) EAST SOUTHEAST OF THE NORTHEAST CORNER
 AA3970'OF THE GYMNASIUM, 55.5 FEET (16.9 M) WEST NORTHWEST OF A SECURITY
 AA3970'LIGHT POLE 86A, 75.2 FEET (22.9 M) SOUTH SOUTHEAST OF THE CENTER OF
 AA3970'THE ROAD. DESCRIBED BY T. HALL.
 AA3970
 AA3970                          STATION RECOVERY (1998)
 AA3970
 AA3970'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA3970'STATION IS LOCATED IN GREAT FALLS, 20.05 MILES (32.27 KM) SOUTHEAST OF
 AA3970'CHESTER.  OWNERSHIP--GREAT FALLS MIDDLE SCHOOL, 850 CHESTER AVENUE,
 AA3970'GREAT FALLS, SC 29055.  TO REACH THE STATION FROM THE JUNCTION OF
 AA3970'STATE HIGHWAYS 200 (PENDERGRASS BOULEVARD) , 99 AND U.S.  HIGHWAY 21,
 AA3970'0.6 MILE (1.0 KM) NORTH NORTHWEST OF GREAT FALLS, GO SOUTHEAST ON
 AA3970'HIGHWAYS 21 AND 200 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE
 AA3970'ROAD 382 (BFM DRIVE) , TURN RIGHT ON ROAD 382 (LEADING TO THE VACANT
 AA3970'GREAT FALLS MIDDLE SCHOOL) FOR 0.05 MILE (0.08 KM) TO THE STATION IN A
 AA3970'ROCK OUTCROPPING IN FRONT OF THE SCHOOL.  STATION IS A DRILL MARK IN
 AA3970'ROCK OUTCROPPING, 90.4 FEET (27.6 M) SOUTHWEST OF A FIRE HYDRANT,
 AA3970'131.8 FEET (40.2 M) NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE
 AA3970'BRICK SIGN, 100.0 FEET (30.5 M) WEST NORTHWEST OF THE CENTER OF THE
 AA3970'HIGHWAY, 84.9 FEET (25.9 M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF
 AA3970'THE GYMNASIUM, 55.5 FEET (16.9 M) WEST NORTHWEST OF A SECURITY LIGHT
 AA3970'POLE 86A, 75.2 FEET (22.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 AA3970'ROAD.  NOTE-SCHOOL IS NO LONGER IN USE.  RECOVERED BY C.J.  STONE.
 AA3970
 AA3970                          STATION RECOVERY (1999)
 AA3970
 AA3970'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3971 ***********************************************************************
 AA3971  DESIGNATION -  12 003
 AA3971  PID         -  AA3971
 AA3971  STATE/COUNTY-  SC/CHESTER
 AA3971  USGS QUAD   -  GREAT FALLS (1969)
 AA3971
 AA3971                         *CURRENT SURVEY CONTROL
 AA3971  ___________________________________________________________________
 AA3971* NAD 83(1986)-  34 34 29.     (N)    080 54 07.     (W)     SCALED    
 AA3971* NAVD 88     -       142.514  (meters)     467.56   (feet)  ADJUSTED  
 AA3971  ___________________________________________________________________
 AA3971  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3971  DYNAMIC HT  -         142.378 (meters)     467.12  (feet)  COMP
 AA3971  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 AA3971
 AA3971  VERT ORDER  -  FIRST     CLASS II
 AA3971
 AA3971.The horizontal coordinates were scaled from a topographic map and have
 AA3971.an estimated accuracy of +/- 6 seconds.
 AA3971
 AA3971.The orthometric height was determined by differential leveling
 AA3971.and adjusted by the National Geodetic Survey in September 1998..
 AA3971
 AA3971.The geoid height was determined by GEOID03.
 AA3971
 AA3971.The dynamic height is computed by dividing the NAVD 88
 AA3971.geopotential number by the normal gravity value computed on the
 AA3971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3971.degrees latitude (g = 980.6199 gals.).
 AA3971
 AA3971.The modeled gravity was interpolated from observed gravity values.
 AA3971
 AA3971;                    North         East    Units  Estimated Accuracy
 AA3971;SPC SC       -   304,020.      618,600.      MT  (+/- 180 meters Scaled)
 AA3971
 AA3971                          SUPERSEDED SURVEY CONTROL
 AA3971
 AA3971.No superseded survey control is available for this station.
 AA3971
 AA3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU089258(NAD 83)
 AA3971_MARKER: DD = SURVEY DISK
 AA3971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3971_STAMPING: 12 003 1993
 AA3971_MARK LOGO: SCGS  
 AA3971_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3971+STABILITY: SURFACE MOTION
 AA3971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3971+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1998
 AA3971
 AA3971  HISTORY     - Date     Condition        Report By
 AA3971  HISTORY     - 1993     MONUMENTED       SCGS
 AA3971  HISTORY     - 19980805 GOOD             SCGS
 AA3971  HISTORY     - 19990308 GOOD             USPSQD
 AA3971
 AA3971                          STATION DESCRIPTION
 AA3971
 AA3971'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3971'STATION IS LOCATED IN GREAT FALLS. OWNERSHIP--SCDOT, DIRECTOR OF
 AA3971'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA3971'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 200
 AA3971'(PENDERGRASS BOULEVARD), 99 AND U.S. HIGHWAY 21, 0.6 MILE (1.0 KM)
 AA3971'NORTH NORTHWEST OF GREAT FALLS, GO SOUTHEAST ON HIGHWAYS 21 AND 200
 AA3971'FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE ROAD 20 LEFT AND THE
 AA3971'STATION NEAR A LARGE POWER POLE ON THE LEFT IN THE LARGER ONE OF TWO
 AA3971'GRASSY TRAFFIC ISLANDS. STATION IS A CONCRETE POST FLUSH WITH THE
 AA3971'GROUND AND LEVEL WITH THE HIGHWAY, 5.2 FEET (1.6 M) NORTH OF THE POWER
 AA3971'POLE NUMBER 101/19 WITH A TRANSFORMER AND A STREET LAMP, 17.2 FEET
 AA3971'(5.2 M) WEST SOUTHWEST OF THE CENTER OF ROAD 20, 57.0 FEET (17.4 M)
 AA3971'SOUTH SOUTHWEST OF A METAL WATER COVER, 33.0 FEET (10.1 M) EAST OF THE
 AA3971'CENTER OF THE HIGHWAY, 81.2 FEET (24.7 M) EAST NORTHEAST OF A FIRE
 AA3971'HYDRANT, 4.7 FEET (1.4 M) NORTH OF A WITNESS POST. DESCRIBED BY T.
 AA3971'HALL.
 AA3971
 AA3971                          STATION RECOVERY (1998)
 AA3971
 AA3971'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA3971'STATION IS LOCATED IN GREAT FALLS, 19.95 MILES (32.11 KM) SOUTHEAST OF
 AA3971'CHESTER.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 AA3971'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 AA3971'FROM THE JUNCTION OF STATE HIGHWAYS 200 (PENDERGRASS BOULEVARD) , 99
 AA3971'AND U.S.  HIGHWAY 21, 0.6 MILE (1.0 KM) NORTH NORTHWEST OF GREAT
 AA3971'FALLS, GO SOUTHEAST ON HIGHWAYS 21 AND 200 FOR 0.6 MILE (1.0 KM) TO
 AA3971'THE JUNCTION OF STATE ROAD 20 LEFT AND THE STATION NEAR A LARGE POWER
 AA3971'POLE ON THE LEFT IN THE LARGER ONE OF TWO GRASSY TRAFFIC ISLANDS.
 AA3971'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA3971'HIGHWAY, 5.2 FEET (1.6 M) NORTH OF THE POWER POLE NUMBER 101/19 WITH A
 AA3971'TRANSFORMER AND A STREET LAMP, 17.2 FEET (5.2 M) WEST SOUTHWEST OF THE
 AA3971'CENTER OF ROAD 20, 57.0 FEET (17.4 M) SOUTH SOUTHWEST OF A METAL WATER
 AA3971'COVER, 33.0 FEET (10.1 M) EAST OF THE CENTER OF THE HIGHWAY, 81.2 FEET
 AA3971'(24.7 M) EAST NORTHEAST OF A FIRE HYDRANT, 4.7 FEET (1.4 M) NORTH OF A
 AA3971'WITNESS POST.  DESCRIBED BY T.  HALL.
 AA3971
 AA3971                          STATION RECOVERY (1999)
 AA3971
 AA3971'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4127 ***********************************************************************
 AA4127  DESIGNATION -  12 003 X
 AA4127  PID         -  AA4127
 AA4127  STATE/COUNTY-  SC/CHESTER
 AA4127  USGS QUAD   -  LOCKHART (1983)
 AA4127
 AA4127                         *CURRENT SURVEY CONTROL
 AA4127  ___________________________________________________________________
 AA4127* NAD 83(1986)-  34 48 30.     (N)    081 25 37.     (W)     SCALED    
 AA4127* NAVD 88     -       167.470  (meters)     549.44   (feet)  ADJUSTED  
 AA4127  ___________________________________________________________________
 AA4127  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AA4127  DYNAMIC HT  -         167.309 (meters)     548.91  (feet)  COMP
 AA4127  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 AA4127
 AA4127  VERT ORDER  -  FIRST     CLASS II
 AA4127
 AA4127.The horizontal coordinates were scaled from a topographic map and have
 AA4127.an estimated accuracy of +/- 6 seconds.
 AA4127
 AA4127.The orthometric height was determined by differential leveling
 AA4127.and adjusted by the National Geodetic Survey in September 1998..
 AA4127
 AA4127.The geoid height was determined by GEOID03.
 AA4127
 AA4127.The dynamic height is computed by dividing the NAVD 88
 AA4127.geopotential number by the normal gravity value computed on the
 AA4127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4127.degrees latitude (g = 980.6199 gals.).
 AA4127
 AA4127.The modeled gravity was interpolated from observed gravity values.
 AA4127
 AA4127;                    North         East    Units  Estimated Accuracy
 AA4127;SPC SC       -   330,010.      570,540.      MT  (+/- 180 meters Scaled)
 AA4127
 AA4127                          SUPERSEDED SURVEY CONTROL
 AA4127
 AA4127.No superseded survey control is available for this station.
 AA4127
 AA4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU609518(NAD 83)
 AA4127_MARKER: DD = SURVEY DISK
 AA4127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4127_STAMPING: 12 003 X 1993
 AA4127_MARK LOGO: SCGS  
 AA4127_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4127+STABILITY: SURFACE MOTION
 AA4127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4127+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1998
 AA4127
 AA4127  HISTORY     - Date     Condition        Report By
 AA4127  HISTORY     - 1994     MONUMENTED       SCGS
 AA4127  HISTORY     - 19980728 GOOD             SCGS
 AA4127  HISTORY     - 19990505 GOOD             USPSQD
 AA4127
 AA4127                          STATION DESCRIPTION
 AA4127
 AA4127'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4127'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTHEAST OF LOCKHART,
 AA4127'OWNERSHIP--CHARLES GLANCE, P.O. BOX 34, LOCKHART, SC 29364, PHONE
 AA4127'803-545-6528. TO REACH THE STATION FROM THE EAST JUNCTION OF STATE
 AA4127'HIGHWAYS 9 AND 49 (LOCKHART ROAD), 0.6 MILE (1.0 KM) EAST OF LOCKHART,
 AA4127'GO EAST NORTHEAST ON HIGHWAY 49 FOR 1.9 MILES (3.1 KM) TO THE JUNCTION
 AA4127'OF STATE ROAD 306 (GILCREST ROAD), CONTINUE ON HIGHWAY 49 FOR 0.1 MILE
 AA4127'(0.2 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE SOUTH OF A
 AA4127'SMALL CONCRETE BLOCK BUILDING. STATION IS A CONCRETE POST FLUSH WITH
 AA4127'THE GROUND AND LEVEL WITH THE HIGHWAY, 57.5 FEET (17.5 M) EAST
 AA4127'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 29.1 FEET (8.9 M) SOUTH OF THE
 AA4127'SOUTHWEST CORNER OF THE BUILDING, 6.8 FEET (2.1 M) WEST NORTHWEST OF
 AA4127'THE POWER POLE WITH A GUY WIRE, 57.8 FEET (17.6 M) EAST NORTHEAST OF
 AA4127'THE NORTHEAST CORNER OF THE EAST HEADWALL OF A CULVERT BENEATH THE
 AA4127'HIGHWAY, 6.4 FEET (2.0 M) WEST NORTHWEST OF A WITNESS POST. DESCRIBED
 AA4127'BY C.E. GEOGHEGAN.
 AA4127
 AA4127                          STATION RECOVERY (1998)
 AA4127
 AA4127'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4127'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTHEAST OF LOCKHART, 12.9
 AA4127'MILES (20.8 KM) NORTHEAST OF UNION.  OWNERSHIP--CHARLES GLANCE, P.O.
 AA4127'BOX 34, LOCKHART, SC 29364, PHONE 803-545-6528.  TO REACH THE STATION
 AA4127'FROM THE EAST JUNCTION OF STATE HIGHWAYS 9 AND 49 (LOCKHART ROAD) ,
 AA4127'0.6 MILE (1.0 KM) EAST OF LOCKHART, GO EAST NORTHEAST ON HIGHWAY 49
 AA4127'FOR 1.9 MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 306 (GILCREST
 AA4127'ROAD) , CONTINUE ON HIGHWAY 49 FOR 0.1 MILE (0.2 KM) TO THE STATION ON
 AA4127'THE RIGHT NEAR A POWER POLE SOUTH OF A SMALL CONCRETE BLOCK BUILDING.
 AA4127'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA4127'HIGHWAY, 57.5 FEET (17.5 M) EAST SOUTHEAST OF THE CENTER OF THE
 AA4127'HIGHWAY, 29.1 FEET (8.9 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 AA4127'BUILDING, 6.8 FEET (2.1 M) WEST NORTHWEST OF THE POWER POLE WITH A GUY
 AA4127'WIRE, 57.8 FEET (17.6 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 AA4127'EAST HEADWALL OF A CULVERT BENEATH THE HIGHWAY, 6.4 FEET (2.0 M) WEST
 AA4127'NORTHWEST OF A WITNESS POST.  RECOVERED BY C.J.  STONE.
 AA4127
 AA4127                          STATION RECOVERY (1999)
 AA4127
 AA4127'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3972 ***********************************************************************
 AA3972  DESIGNATION -  12 004
 AA3972  PID         -  AA3972
 AA3972  STATE/COUNTY-  SC/CHESTER
 AA3972  USGS QUAD   -  GREAT FALLS (1969)
 AA3972
 AA3972                         *CURRENT SURVEY CONTROL
 AA3972  ___________________________________________________________________
 AA3972* NAD 83(2001)-  34 34 58.88618(N)    080 54 24.60569(W)     ADJUSTED  
 AA3972* NAVD 88     -       159.047  (meters)     521.81   (feet)  ADJUSTED  
 AA3972  ___________________________________________________________________
 AA3972  X           -     830,806.203 (meters)                     COMP
 AA3972  Y           -  -5,190,861.508 (meters)                     COMP
 AA3972  Z           -   3,599,951.360 (meters)                     COMP
 AA3972  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA3972  ELLIP HEIGHT-         128.57  (meters)          (03/13/03) GPS OBS
 AA3972  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AA3972  DYNAMIC HT  -         158.895 (meters)     521.31  (feet)  COMP
 AA3972  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 AA3972
 AA3972  HORZ ORDER  -  FIRST
 AA3972  VERT ORDER  -  FIRST     CLASS II
 AA3972  ELLP ORDER  -  FOURTH    CLASS II
 AA3972
 AA3972.The horizontal coordinates were established by GPS observations
 AA3972.and adjusted by the National Geodetic Survey in March 2003..
 AA3972
 AA3972.The orthometric height was determined by differential leveling
 AA3972.and adjusted by the National Geodetic Survey in September 1998..
 AA3972
 AA3972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3972
 AA3972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3972
 AA3972.The ellipsoidal height was determined by GPS observations
 AA3972.and is referenced to NAD 83.
 AA3972
 AA3972.The geoid height was determined by GEOID03.
 AA3972
 AA3972.The dynamic height is computed by dividing the NAVD 88
 AA3972.geopotential number by the normal gravity value computed on the
 AA3972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3972.degrees latitude (g = 980.6199 gals.).
 AA3972
 AA3972.The modeled gravity was interpolated from observed gravity values.
 AA3972
 AA3972;                    North         East     Units Scale Factor Converg.
 AA3972;SPC SC       -   304,943.095   618,147.109   MT  0.99992066   +0 03 05.9
 AA3972;SPC SC       - 1,000,469.47  2,028,041.70   iFT  0.99992066   +0 03 05.9
 AA3972;UTM  17      - 3,826,807.536   508,544.371   MT  0.99960090   +0 03 10.4
 AA3972
 AA3972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3972!SPC SC       -   0.99997982  x   0.99992066  =   0.99990048
 AA3972!UTM  17      -   0.99997982  x   0.99960090  =   0.99958073
 AA3972
 AA3972:                Primary Azimuth Mark                     Grid Az
 AA3972:SPC SC       -  12 002                                   171 53 15.0
 AA3972:UTM  17      -  12 002                                   171 53 10.5
 AA3972
 AA3972|---------------------------------------------------------------------|
 AA3972| PID    Reference Object                     Distance      Geod. Az  |
 AA3972|                                                           dddmmss.s |
 AA3972| AA3970 12 002                              APPROX. 1.7 KM 1715620.9 |
 AA3972|---------------------------------------------------------------------|
 AA3972
 AA3972                          SUPERSEDED SURVEY CONTROL
 AA3972
 AA3972  NAD 83(1995)-  34 34 58.88620(N)    080 54 24.60520(W) AD(       ) 1
 AA3972  ELLIP H (08/25/00)  128.57   (m)                       GP(       ) 4 1
 AA3972  NAD 83(1986)-  34 34 58.90333(N)    080 54 24.60990(W) AD(       ) 1
 AA3972
 AA3972.Superseded values are not recommended for survey control.
 AA3972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3972.See file dsdata.txt to determine how the superseded data were derived.
 AA3972
 AA3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0854426808(NAD 83)
 AA3972_MARKER: DD = SURVEY DISK
 AA3972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3972_STAMPING: 12 004 1993
 AA3972_MARK LOGO: SCGS  
 AA3972_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3972+STABILITY: SURFACE MOTION
 AA3972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3972+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1998
 AA3972
 AA3972  HISTORY     - Date     Condition        Report By
 AA3972  HISTORY     - 1993     MONUMENTED       SCGS
 AA3972  HISTORY     - 19980805 GOOD             SCGS
 AA3972  HISTORY     - 19990308 GOOD             USPSQD
 AA3972
 AA3972                          STATION DESCRIPTION
 AA3972
 AA3972'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3972'STATION IS LOCATED NEAR THE SOUTH END SIGN POST FOR GREAT FALLS IN THE
 AA3972'EAST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 200 (PENDERGRASS
 AA3972'BOULEVARD), 99 AND U.S. HIGHWAY 21, 0.6 MILE (1.0 KM) NORTH NORTHWEST
 AA3972'OF GREAT FALLS. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 AA3972'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE
 AA3972'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 3.1 FEET (0.9
 AA3972'M) SOUTH OF THE SOUTH END OF THE SIGN POST WITH A SCGS REFERENCE
 AA3972'WASHER ATTACHED, 21.2 FEET (6.5 M) NORTH OF A POWER POLE WITH TWO GUY
 AA3972'WIRES, 38.5 FEET (11.7 M) EAST OF THE CENTER OF AN ACCESS LANE OF
 AA3972'HIGHWAYS 21 AND 200, 23.1 FEET (7.0 M) SOUTHEAST OF A METAL STREET
 AA3972'SIGN POST, 51.0 FEET (15.5 M) NORTH NORTHWEST OF A TELEPHONE JUNCTION
 AA3972'BOX ON A WOODEN POST, 21.1 FEET (6.4 M) NORTH OF A WITNESS POST.
 AA3972'DESCRIBED BY T. HALL.
 AA3972
 AA3972                          STATION RECOVERY (1998)
 AA3972
 AA3972'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA3972'STATION IS LOCATED NEAR THE SOUTH END SIGN POST FOR GREAT FALLS IN THE
 AA3972'EAST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 200 (PENDERGRASS
 AA3972'BOULEVARD) , 99 AND U.S.  HIGHWAY 21, 0.6 MILE (1.0 KM) NORTH
 AA3972'NORTHWEST OF GREAT FALLS, 19.4 MILES (31.2 KM) EAST SOUTHEAST OF
 AA3972'CHESTER.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 AA3972'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE
 AA3972'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 3.1 FEET (0.9
 AA3972'M) SOUTH OF THE SOUTH END OF THE SIGN POST WITH A SCGS REFERENCE
 AA3972'WASHER ATTACHED, 21.2 FEET (6.5 M) NORTH OF A POWER POLE WITH TWO GUY
 AA3972'WIRES, 38.5 FEET (11.7 M) EAST OF THE CENTER OF AN ACCESS LANE OF
 AA3972'HIGHWAYS 21 AND 200, 23.1 FEET (7.0 M) SOUTHEAST OF A METAL STREET
 AA3972'SIGN POST, 51.0 FEET (15.5 M) NORTH NORTHWEST OF A TELEPHONE JUNCTION
 AA3972'BOX ON A WOODEN POST, 21.1 FEET (6.4 M) NORTH OF A WITNESS POST.
 AA3972
 AA3972                          STATION RECOVERY (1999)
 AA3972
 AA3972'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3973 ***********************************************************************
 AA3973  DESIGNATION -  12 005
 AA3973  PID         -  AA3973
 AA3973  STATE/COUNTY-  SC/CHESTER
 AA3973  USGS QUAD   -  GREAT FALLS (1969)
 AA3973
 AA3973                         *CURRENT SURVEY CONTROL
 AA3973  ___________________________________________________________________
 AA3973* NAD 83(1986)-  34 35 29.     (N)    080 54 07.     (W)     SCALED    
 AA3973* NAVD 88     -       158.440  (meters)     519.82   (feet)  ADJUSTED  
 AA3973  ___________________________________________________________________
 AA3973  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AA3973  DYNAMIC HT  -         158.289 (meters)     519.32  (feet)  COMP
 AA3973  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 AA3973
 AA3973  VERT ORDER  -  FIRST     CLASS II
 AA3973
 AA3973.The horizontal coordinates were scaled from a topographic map and have
 AA3973.an estimated accuracy of +/- 6 seconds.
 AA3973
 AA3973.The orthometric height was determined by differential leveling
 AA3973.and adjusted by the National Geodetic Survey in September 1998..
 AA3973
 AA3973.The geoid height was determined by GEOID03.
 AA3973
 AA3973.The dynamic height is computed by dividing the NAVD 88
 AA3973.geopotential number by the normal gravity value computed on the
 AA3973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3973.degrees latitude (g = 980.6199 gals.).
 AA3973
 AA3973.The modeled gravity was interpolated from observed gravity values.
 AA3973
 AA3973;                    North         East    Units  Estimated Accuracy
 AA3973;SPC SC       -   305,870.      618,600.      MT  (+/- 180 meters Scaled)
 AA3973
 AA3973                          SUPERSEDED SURVEY CONTROL
 AA3973
 AA3973.No superseded survey control is available for this station.
 AA3973
 AA3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU089277(NAD 83)
 AA3973_MARKER: DD = SURVEY DISK
 AA3973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3973_STAMPING: 12 005 1993
 AA3973_MARK LOGO: SCGS  
 AA3973_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3973+STABILITY: SURFACE MOTION
 AA3973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3973+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1998
 AA3973
 AA3973  HISTORY     - Date     Condition        Report By
 AA3973  HISTORY     - 1993     MONUMENTED       SCGS
 AA3973  HISTORY     - 19980805 GOOD             SCGS
 AA3973  HISTORY     - 19990308 GOOD             USPSQD
 AA3973
 AA3973                          STATION DESCRIPTION
 AA3973
 AA3973'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3973'STATION IS LOCATED 1.15 MILES (1.85 KM) NORTH OF GREAT FALLS.
 AA3973'OWNERSHIP--DUKE POWER, ROUTE 1, BOX 675, GREAT FALLS, SC 29055, PHONE
 AA3973'803-482-2188, CONTACT-TIM ERVIN OR BOB MEDLIN. TO REACH THE STATION
 AA3973'FROM THE JUNCTION OF STATE HIGHWAYS 200 (PENDERGRASS BOULEVARD), 99
 AA3973'AND U.S. HIGHWAY 21, 0.6 MILE (1.0 KM) NORTH NORTHWEST OF GREAT FALLS,
 AA3973'GO NORTH NORTHEAST ON HIGHWAYS 21 AND 200 FOR 0.6 MILE (1.0 KM) TO AN
 AA3973'ENTRANCE DRIVEWAY RIGHT LEADING TO THE DUKE POWER GREAT FALLS MACHINE
 AA3973'SHOP AND HYDRO MAINTENANCE BUILDING, TURN RIGHT ON THE DRIVEWAY FOR
 AA3973'0.1 MILE (0.2 KM) TO THE STATION NEAR THE FLAG POLE AND IN LINE WITH
 AA3973'THE NORTHEAST WALL OF THE BUILDING. STATION IS A CONCRETE POST FLUSH
 AA3973'WITH THE GROUND AND LEVEL WITH THE PARKING LOT, 66.8 FEET (20.4 M)
 AA3973'EAST OF THE FLAG POLE, 34.6 FEET (10.5 M) WEST OF THE NORTH CORNER OF
 AA3973'A BLOCK WINGWALL AT A PEDESTRIAN CHAIN LINK FENCE GATE, 103.5 FEET
 AA3973'(31.5 M) NORTHEAST OF THE NORTH CORNER OF THE ATRIUM WING OF THE MAIN
 AA3973'BUILDING ENTRANCE, 26.5 FEET (8.1 M) SOUTH SOUTHWEST OF THE CENTER OF
 AA3973'A DRIVEWAY LEADING TO THE SERVICE AREA BEHIND A LOCKED GATE. DESCRIBED
 AA3973'BY T. HALL.
 AA3973
 AA3973                          STATION RECOVERY (1998)
 AA3973
 AA3973'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA3973'STATION IS LOCATED 1.15 MILES (1.85 KM) NORTH OF GREAT FALLS, 19.45
 AA3973'MILES (31.30 KM) EAST SOUTHEAST OF CHESTER.  OWNERSHIP--DUKE POWER,
 AA3973'ROUTE 1, BOX 675, GREAT FALLS, SC 29055, PHONE 803-482-2188,
 AA3973'CONTACT-TIM ERVIN OR BOB MEDLIN.  TO REACH THE STATION FROM THE
 AA3973'JUNCTION OF STATE HIGHWAYS 200 (PENDERGRASS BOULEVARD) , 99 AND U.S.
 AA3973'HIGHWAY 21, 0.6 MILE (1.0 KM) NORTH NORTHWEST OF GREAT FALLS, GO NORTH
 AA3973'NORTHEAST ON HIGHWAYS 21 AND 200 FOR 0.6 MILE (1.0 KM) TO AN ENTRANCE
 AA3973'DRIVEWAY RIGHT LEADING TO THE DUKE POWER GREAT FALLS MACHINE SHOP AND
 AA3973'HYDRO MAINTENANCE BUILDING, TURN RIGHT ON THE DRIVEWAY FOR 0.1 MILE
 AA3973'(0.2 KM) TO THE STATION NEAR THE NORTH CORNER OF THE BUILDING AND IN
 AA3973'LINE WITH THE NORTHEAST WALL OF THE BUILDING. STATION IS A CONCRETE
 AA3973'POST FLUSH WITH THE GROUND AND LEVEL WITH THE PARKING LOT, 87.1 FEET
 AA3973'(26.5 M) EAST OF THE FLAG POLE, 34.6 FEET (10.5 M) WEST OF THE NORTH
 AA3973'CORNER OF A BLOCK WINGWALL AT A PEDESTRIAN CHAIN LINK FENCE GATE,
 AA3973'103.5 FEET (31.5 M) NORTHEAST OF THE NORTH CORNER OF THE ATRIUM WING
 AA3973'OF THE MAIN BUILDING ENTRANCE, 26.5 FEET (8.1 M) SOUTH SOUTHWEST OF
 AA3973'THE CENTER OF A DRIVEWAY LEADING TO THE SERVICE AREA BEHIND A LOCKED
 AA3973'GATE, 155.8 FEET (47.5 M) SOUTH SOUTHEAST OF A SECURITY LIGHT POLE
 AA3973'NUMBER 5, 102.4 FEET (31.2 M) NORTHEAST OF THE CENTER OF THE DOUBLE
 AA3973'ENTRANCE DOORS ON THE NORTHEAST SIDE OF THE ENTRANCE WING.  RECOVERED
 AA3973'BY C.J.  STONE.
 AA3973
 AA3973                          STATION RECOVERY (1999)
 AA3973
 AA3973'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3974 ***********************************************************************
 AA3974  DESIGNATION -  12 006
 AA3974  PID         -  AA3974
 AA3974  STATE/COUNTY-  SC/CHESTER
 AA3974  USGS QUAD   -  GREAT FALLS (1969)
 AA3974
 AA3974                         *CURRENT SURVEY CONTROL
 AA3974  ___________________________________________________________________
 AA3974* NAD 83(2001)-  34 35 53.06516(N)    080 53 33.65652(W)     ADJUSTED  
 AA3974* NAVD 88     -       115.187  (meters)     377.91   (feet)  ADJUSTED  
 AA3974  ___________________________________________________________________
 AA3974  X           -     831,932.626 (meters)                     COMP
 AA3974  Y           -  -5,189,684.619 (meters)                     COMP
 AA3974  Z           -   3,601,300.876 (meters)                     COMP
 AA3974  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AA3974  ELLIP HEIGHT-          84.71  (meters)          (03/13/03) GPS OBS
 AA3974  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AA3974  DYNAMIC HT  -         115.077 (meters)     377.55  (feet)  COMP
 AA3974  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 AA3974
 AA3974  HORZ ORDER  -  FIRST
 AA3974  VERT ORDER  -  FIRST     CLASS II
 AA3974  ELLP ORDER  -  FOURTH    CLASS II
 AA3974
 AA3974.The horizontal coordinates were established by GPS observations
 AA3974.and adjusted by the National Geodetic Survey in March 2003..
 AA3974
 AA3974.The orthometric height was determined by differential leveling
 AA3974.and adjusted by the National Geodetic Survey in September 1998..
 AA3974
 AA3974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3974
 AA3974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3974
 AA3974.The ellipsoidal height was determined by GPS observations
 AA3974.and is referenced to NAD 83.
 AA3974
 AA3974.The geoid height was determined by GEOID03.
 AA3974
 AA3974.The dynamic height is computed by dividing the NAVD 88
 AA3974.geopotential number by the normal gravity value computed on the
 AA3974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3974.degrees latitude (g = 980.6199 gals.).
 AA3974
 AA3974.The modeled gravity was interpolated from observed gravity values.
 AA3974
 AA3974;                    North         East     Units Scale Factor Converg.
 AA3974;SPC SC       -   306,613.736   619,443.752   MT  0.99992489   +0 03 34.2
 AA3974;SPC SC       - 1,005,950.58  2,032,295.77   iFT  0.99992489   +0 03 34.2
 AA3974;UTM  17      - 3,828,477.670   509,840.557   MT  0.99960119   +0 03 39.4
 AA3974
 AA3974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3974!SPC SC       -   0.99998670  x   0.99992489  =   0.99991159
 AA3974!UTM  17      -   0.99998670  x   0.99960119  =   0.99958790
 AA3974
 AA3974                          SUPERSEDED SURVEY CONTROL
 AA3974
 AA3974  NAD 83(1995)-  34 35 53.06508(N)    080 53 33.65597(W) AD(       ) 1
 AA3974  ELLIP H (08/25/00)   84.72   (m)                       GP(       ) 4 1
 AA3974  NAD 83(1986)-  34 35 53.08223(N)    080 53 33.66080(W) AD(       ) 1
 AA3974
 AA3974.Superseded values are not recommended for survey control.
 AA3974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3974.See file dsdata.txt to determine how the superseded data were derived.
 AA3974
 AA3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0984128478(NAD 83)
 AA3974_MARKER: DD = SURVEY DISK
 AA3974_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3974_SP_SET: ABUTMENT BRIDGE
 AA3974_STAMPING: 12 006 1993
 AA3974_MARK LOGO: SCGS  
 AA3974_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3974+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AA3974
 AA3974  HISTORY     - Date     Condition        Report By
 AA3974  HISTORY     - 1993     MONUMENTED       SCGS
 AA3974  HISTORY     - 19980805 GOOD             SCGS
 AA3974  HISTORY     - 19990308 GOOD             USPSQD
 AA3974  HISTORY     - 20050218 GOOD             NEWBY
 AA3974
 AA3974                          STATION DESCRIPTION
 AA3974
 AA3974'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3974'STATION IS LOCATED 1.65 MILES (2.66 KM) NORTH NORTHEAST OF GREAT
 AA3974'FALLS. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AA3974'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AA3974'EASTERN JUNCTION OF STATE HIGHWAYS 200, 97 AND U.S. HIGHWAY 21, 1.2
 AA3974'MILES (1.9 KM) NORTH NORTHEAST OF GREAT FALLS, GO EAST ON HIGHWAYS 200
 AA3974'AND 97 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT IN THE DECK
 AA3974'AND NEAR THE NORTHWEST CORNER OF A LARGE BRIDGE (TOM G. MANGUM
 AA3974'BRIDGE)OVER THE CATAWBA RIVER. STATION IS A DRILL MARK IN THE DECK OF
 AA3974'BRIDGE AND LEVEL WITH THE DECK, 4.9 FEET (1.5 M) SOUTH SOUTHEAST OF
 AA3974'THE NORTHWEST CORNER OF A CONCRETE WINGWALL, 21.5 FEET (6.6 M) NORTH
 AA3974'OF THE CENTER OF THE HIGHWAY, 0.9 FOOT (27.4 CM) SOUTH SOUTHEAST OF
 AA3974'THE SOUTHEAST CORNER OF A CONCRETE GUARDRAIL OF THE BRIDGE, 32.0 FEET
 AA3974'(9.8 M) EAST SOUTHEAST OF A METAL SIGN POST FOR A SOIL AND WATER
 AA3974'CONSERVATION DISTRICT SIGN, 0.8 FOOT (24.4 CM) SOUTH SOUTHEAST OF THE
 AA3974'SOUTH EDGE OF THE WEST END OF THE CONCRETE GUARDRAIL, 1.9 FEET (0.6 M)
 AA3974'SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 AA3974
 AA3974                          STATION RECOVERY (1998)
 AA3974
 AA3974'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA3974'STATION IS LOCATED 1.65 MILES (2.66 KM) NORTH NORTHEAST OF GREAT
 AA3974'FALLS, 19.75 MILES (31.78 KM) EAST SOUTHEAST OF CHESTER.
 AA3974'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA3974'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA3974'EASTERN JUNCTION OF STATE HIGHWAYS 200, 97 AND U.S.  HIGHWAY 21, 1.2
 AA3974'MILES (1.9 KM) NORTH NORTHEAST OF GREAT FALLS, GO EAST ON HIGHWAYS 200
 AA3974'AND 97 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT IN THE DECK
 AA3974'AND NEAR THE NORTHWEST CORNER OF A LARGE BRIDGE (TOM G. MANGUM BRIDGE)
 AA3974'OVER THE CATAWBA RIVER.  STATION IS A DRILL MARK IN THE DECK OF BRIDGE
 AA3974'AND LEVEL WITH THE DECK, 4.9 FEET (1.5 M) SOUTH OF THE NORTHWEST
 AA3974'CORNER OF A CONCRETE WINGWALL, 21.5 FEET (6.6 M) NORTH OF THE CENTER
 AA3974'OF THE HIGHWAY, 0.9 FOOT (27.4 CM) SOUTH SOUTHEAST OF THE SOUTHEAST
 AA3974'CORNER OF A CONCRETE GUARDRAIL OF THE BRIDGE, 32.0 FEET (9.8 M) EAST
 AA3974'SOUTHEAST OF A METAL SIGN POST FOR A SOIL AND WATER CONSERVATION
 AA3974'DISTRICT SIGN, 0.8 FOOT (24.4 CM) SOUTH SOUTHEAST OF THE SOUTH EDGE OF
 AA3974'THE WEST END OF THE CONCRETE GUARDRAIL, 1.4 FEET (0.4 M) SOUTH
 AA3974'SOUTHEAST OF A WITNESS POST.  RECOVERED BY C.J. STONE.
 AA3974
 AA3974                          STATION RECOVERY (1999)
 AA3974
 AA3974'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3974'RECOVERED IN GOOD CONDITION.
 AA3974
 AA3974                          STATION RECOVERY (2005)
 AA3974
 AA3974'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 AA3974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4125 ***********************************************************************
 AA4125  DESIGNATION -  12 007
 AA4125  PID         -  AA4125
 AA4125  STATE/COUNTY-  SC/CHESTER
 AA4125  USGS QUAD   -  LOCKHART (1983)
 AA4125
 AA4125                         *CURRENT SURVEY CONTROL
 AA4125  ___________________________________________________________________
 AA4125* NAD 83(2001)-  34 47 27.01161(N)    081 26 47.36722(W)     ADJUSTED  
 AA4125* NAVD 88     -       150.688  (meters)     494.38   (feet)  ADJUSTED  
 AA4125  ___________________________________________________________________
 AA4125  X           -     779,926.072 (meters)                     COMP
 AA4125  Y           -  -5,185,475.099 (meters)                     COMP
 AA4125  Z           -   3,618,903.074 (meters)                     COMP
 AA4125  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AA4125  ELLIP HEIGHT-         119.66  (meters)          (03/13/03) GPS OBS
 AA4125  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AA4125  DYNAMIC HT  -         150.543 (meters)     493.91  (feet)  COMP
 AA4125  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 AA4125
 AA4125  HORZ ORDER  -  FIRST
 AA4125  VERT ORDER  -  FIRST     CLASS II
 AA4125  ELLP ORDER  -  FOURTH    CLASS II
 AA4125
 AA4125.The horizontal coordinates were established by GPS observations
 AA4125.and adjusted by the National Geodetic Survey in March 2003..
 AA4125
 AA4125.The orthometric height was determined by differential leveling
 AA4125.and adjusted by the National Geodetic Survey in September 1998..
 AA4125
 AA4125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4125
 AA4125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4125
 AA4125.The ellipsoidal height was determined by GPS observations
 AA4125.and is referenced to NAD 83.
 AA4125
 AA4125.The geoid height was determined by GEOID03.
 AA4125
 AA4125.The dynamic height is computed by dividing the NAVD 88
 AA4125.geopotential number by the normal gravity value computed on the
 AA4125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4125.degrees latitude (g = 980.6199 gals.).
 AA4125
 AA4125.The modeled gravity was interpolated from observed gravity values.
 AA4125
 AA4125;                    North         East     Units Scale Factor Converg.
 AA4125;SPC SC       -   328,080.062   568,737.950   MT  0.99998517   -0 14 51.1
 AA4125;SPC SC       - 1,076,378.16  1,865,938.16   iFT  0.99998517   -0 14 51.1
 AA4125;UTM  17      - 3,849,938.845   459,153.417   MT  0.99962056   -0 15 17.1
 AA4125
 AA4125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4125!SPC SC       -   0.99998122  x   0.99998517  =   0.99996639
 AA4125!UTM  17      -   0.99998122  x   0.99962056  =   0.99960178
 AA4125
 AA4125                          SUPERSEDED SURVEY CONTROL
 AA4125
 AA4125  NAD 83(1995)-  34 47 27.01174(N)    081 26 47.36731(W) AD(       ) 1
 AA4125  ELLIP H (08/25/00)  119.67   (m)                       GP(       ) 4 1
 AA4125  NAD 83(1986)-  34 47 27.02541(N)    081 26 47.37484(W) AD(       ) 1
 AA4125
 AA4125.Superseded values are not recommended for survey control.
 AA4125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4125.See file dsdata.txt to determine how the superseded data were derived.
 AA4125
 AA4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU5915349939(NAD 83)
 AA4125_MARKER: DD = SURVEY DISK
 AA4125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4125_STAMPING: 12 007 1994
 AA4125_MARK LOGO: SCGS  
 AA4125_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4125+STABILITY: SURFACE MOTION
 AA4125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4125+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1998
 AA4125
 AA4125  HISTORY     - Date     Condition        Report By
 AA4125  HISTORY     - 1994     MONUMENTED       SCGS
 AA4125  HISTORY     - 19980728 GOOD             SCGS
 AA4125  HISTORY     - 19990305 GOOD             USPSQD
 AA4125
 AA4125                          STATION DESCRIPTION
 AA4125
 AA4125'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4125'STATION IS LOCATED 0.85 MILE (1.37 KM) NORTHEAST OF LOCKHART,
 AA4125'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4125'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EAST
 AA4125'JUNCTION OF STATE HIGHWAYS 9 AND 49 (LOCKHART ROAD), 0.6 MILE (1.0 KM)
 AA4125'EAST OF LOCKHART, GO EAST NORTHEAST ON HIGHWAY 49 FOR 0.3 MILE (0.5
 AA4125'KM) TO THE JUNCTION OF STATE ROAD 307 (CABAL ROAD), TURN LEFT ON ROAD
 AA4125'307 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A
 AA4125'BASKETBALL GOAL POST IN THE YARD OF A BRICK AND MASONITE-SIDED HOUSE.
 AA4125'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M)
 AA4125'ABOVE THE ROAD, 30.9 FEET (9.4 M) NORTHEAST OF THE CENTER OF THE ROAD,
 AA4125'12.4 FEET (3.8 M) SOUTH OF THE GOAL POST, 86.8 FEET (26.5 M) SOUTH OF
 AA4125'THE SOUTH CORNER OF THE HOUSE, 75.1 FEET (22.9 M) EAST OF A POWER POLE
 AA4125'WITH A GUY WIRE AND A TELEPHONE JUNCTION BOX AT THE BASE, 124.9 FEET
 AA4125'(38.1 M) SOUTHEAST OF A POWER POLE WITH A TELEPHONE JUNCTION BOX
 AA4125'NUMBER 1103/11 AT THE BASE, 186.8 FEET (56.9 M) NORTHWEST OF THE
 AA4125'CENTER OF THE HIGHWAY. DESCRIBED BY C.E. GEOGHEGAN.
 AA4125
 AA4125                          STATION RECOVERY (1998)
 AA4125
 AA4125'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4125'STATION IS LOCATED 0.85 MILE (1.37 KM) NORTHEAST OF LOCKHART, 11.3
 AA4125'MILES (18.2 KM) NORTHEAST OF UNION.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4125'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4125'803-737-1350.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE
 AA4125'HIGHWAYS 9 AND 49 (LOCKHART ROAD) , 0.6 MILE (1.0 KM) EAST OF
 AA4125'LOCKHART, GO EAST NORTHEAST ON HIGHWAY 49 FOR 0.3 MILE (0.5 KM) TO THE
 AA4125'JUNCTION OF STATE ROAD 307 (CABAL ROAD) , TURN LEFT ON ROAD 307 FOR
 AA4125'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A BASKETBALL GOAL
 AA4125'POST IN THE YARD OF A BRICK AND MASONITE-SIDED HOUSE.  STATION IS A
 AA4125'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 AA4125'ROAD, 30.9 FEET (9.4 M) NORTHEAST OF THE CENTER OF THE ROAD, 12.4 FEET
 AA4125'(3.8 M) SOUTH OF THE GOAL POST, 86.8 FEET (26.5 M) SOUTH OF THE SOUTH
 AA4125'CORNER OF THE HOUSE, 75.1 FEET (22.9 M) EAST OF A POWER POLE WITH A
 AA4125'GUY WIRE AND A TELEPHONE JUNCTION BOX AT THE BASE, 124.9 FEET (38.1 M)
 AA4125'SOUTHEAST OF A POWER POLE WITH A TELEPHONE JUNCTION BOX NUMBER 1103/11
 AA4125'AT THE BASE, 186.8 FEET (56.9 M) NORTHWEST OF THE CENTER OF THE
 AA4125'HIGHWAY.  RECOVERED BY C.J.  STONE.
 AA4125
 AA4125                          STATION RECOVERY (1999)
 AA4125
 AA4125'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4126 ***********************************************************************
 AA4126  DESIGNATION -  12 008
 AA4126  PID         -  AA4126
 AA4126  STATE/COUNTY-  SC/CHESTER
 AA4126  USGS QUAD   -  LOCKHART (1983)
 AA4126
 AA4126                         *CURRENT SURVEY CONTROL
 AA4126  ___________________________________________________________________
 AA4126* NAD 83(1986)-  34 47 54.     (N)    081 25 56.     (W)     SCALED    
 AA4126* NAVD 88     -       165.323  (meters)     542.40   (feet)  ADJUSTED  
 AA4126  ___________________________________________________________________
 AA4126  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AA4126  DYNAMIC HT  -         165.164 (meters)     541.88  (feet)  COMP
 AA4126  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 AA4126
 AA4126  VERT ORDER  -  FIRST     CLASS II
 AA4126
 AA4126.The horizontal coordinates were scaled from a topographic map and have
 AA4126.an estimated accuracy of +/- 6 seconds.
 AA4126
 AA4126.The orthometric height was determined by differential leveling
 AA4126.and adjusted by the National Geodetic Survey in September 1998..
 AA4126
 AA4126.The geoid height was determined by GEOID03.
 AA4126
 AA4126.The dynamic height is computed by dividing the NAVD 88
 AA4126.geopotential number by the normal gravity value computed on the
 AA4126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4126.degrees latitude (g = 980.6199 gals.).
 AA4126
 AA4126.The modeled gravity was interpolated from observed gravity values.
 AA4126
 AA4126;                    North         East    Units  Estimated Accuracy
 AA4126;SPC SC       -   328,910.      570,050.      MT  (+/- 180 meters Scaled)
 AA4126
 AA4126                          SUPERSEDED SURVEY CONTROL
 AA4126
 AA4126.No superseded survey control is available for this station.
 AA4126
 AA4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU604507(NAD 83)
 AA4126_MARKER: DD = SURVEY DISK
 AA4126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4126_STAMPING: 12 008 1994
 AA4126_MARK LOGO: SCGS  
 AA4126_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4126+STABILITY: SURFACE MOTION
 AA4126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4126+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1998
 AA4126
 AA4126  HISTORY     - Date     Condition        Report By
 AA4126  HISTORY     - 1994     MONUMENTED       SCGS
 AA4126  HISTORY     - 19980728 GOOD             SCGS
 AA4126  HISTORY     - 19990305 GOOD             USPSQD
 AA4126
 AA4126                          STATION DESCRIPTION
 AA4126
 AA4126'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4126'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTHEAST OF LOCKHART,
 AA4126'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4126'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EAST
 AA4126'JUNCTION OF STATE HIGHWAYS 9 AND 49 (LOCKHART ROAD), 0.6 MILE (1.0 KM)
 AA4126'EAST OF LOCKHART, GO EAST NORTHEAST ON HIGHWAY 49 FOR 1.35 MILES (2.17
 AA4126'KM) TO THE JUNCTION OF STATE ROAD 747 (PARKINS ROAD), TURN LEFT ON
 AA4126'ROAD 747 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 AA4126'BRICK WELL HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4126'1.0 FOOT (0.3 M) BELOW THE ROAD, 21.7 FEET (6.6 M) WEST NORTHWEST OF
 AA4126'THE CENTER OF THE ROAD, 54.1 FEET (16.5 M) EAST NORTHEAST OF THE EAST
 AA4126'CORNER OF A BRICK HOUSE, 111.9 FEET (34.1 M) NORTH NORTHEAST OF A
 AA4126'POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 43.6 FEET (13.3 M) SOUTH
 AA4126'SOUTHEAST OF THE SOUTH CORNER OF THE WELL HOUSE. DESCRIBED BY C.E.
 AA4126'GEOGHEGAN.
 AA4126
 AA4126                          STATION RECOVERY (1998)
 AA4126
 AA4126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4126'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTHEAST OF LOCKHART, 12.3
 AA4126'MILES (19.8 KM) NORTHEAST OF UNION.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4126'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4126'803-737-1350.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE
 AA4126'HIGHWAYS 9 AND 49 (LOCKHART ROAD) , 0.6 MILE (1.0 KM) EAST OF
 AA4126'LOCKHART, GO EAST NORTHEAST ON HIGHWAY 49 FOR 1.35 MILES (2.17 KM) TO
 AA4126'THE JUNCTION OF STATE ROAD 747 (PARKINS ROAD) , TURN RIGHT ON ROAD 747
 AA4126'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A BRICK WELL
 AA4126'HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 AA4126'(0.3 M) BELOW THE ROAD, 21.7 FEET (6.6 M) WEST NORTHWEST OF THE CENTER
 AA4126'OF THE ROAD, 54.1 FEET (16.5 M) EAST NORTHEAST OF THE EAST CORNER OF A
 AA4126'BRICK HOUSE, 111.9 FEET (34.1 M) NORTH NORTHEAST OF A POWER POLE WITH
 AA4126'A TRANSFORMER AND A GUY WIRE, 43.6 FEET (13.3 M) SOUTH SOUTHEAST OF
 AA4126'THE SOUTH CORNER OF THE WELL HOUSE, 24.9 FEET (7.6 M) NORTHEAST OF THE
 AA4126'EAST CORNER OF A TIN STORAGE BUILDING. RECOVERED BY C.J.  STONE.
 AA4126
 AA4126                          STATION RECOVERY (1999)
 AA4126
 AA4126'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4149 ***********************************************************************
 AA4149  DESIGNATION -  12 009
 AA4149  PID         -  AA4149
 AA4149  STATE/COUNTY-  SC/CHESTER
 AA4149  USGS QUAD   -  CHESTER (1983)
 AA4149
 AA4149                         *CURRENT SURVEY CONTROL
 AA4149  ___________________________________________________________________
 AA4149* NAD 83(1986)-  34 38 20.     (N)    081 09 19.     (W)     SCALED    
 AA4149* NAVD 88     -       188.703  (meters)     619.10   (feet)  ADJUSTED  
 AA4149  ___________________________________________________________________
 AA4149  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AA4149  DYNAMIC HT  -         188.519 (meters)     618.50  (feet)  COMP
 AA4149  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 AA4149
 AA4149  VERT ORDER  -  SECOND    CLASS I
 AA4149
 AA4149.The horizontal coordinates were scaled from a topographic map and have
 AA4149.an estimated accuracy of +/- 6 seconds.
 AA4149
 AA4149.The orthometric height was determined by differential leveling
 AA4149.and adjusted by the National Geodetic Survey in September 1998..
 AA4149
 AA4149.The geoid height was determined by GEOID03.
 AA4149
 AA4149.The dynamic height is computed by dividing the NAVD 88
 AA4149.geopotential number by the normal gravity value computed on the
 AA4149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4149.degrees latitude (g = 980.6199 gals.).
 AA4149
 AA4149.The modeled gravity was interpolated from observed gravity values.
 AA4149
 AA4149;                    North         East    Units  Estimated Accuracy
 AA4149;SPC SC       -   311,150.      595,360.      MT  (+/- 180 meters Scaled)
 AA4149
 AA4149                          SUPERSEDED SURVEY CONTROL
 AA4149
 AA4149.No superseded survey control is available for this station.
 AA4149
 AA4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU857330(NAD 83)
 AA4149_MARKER: DD = SURVEY DISK
 AA4149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4149_STAMPING: 12 009 1994
 AA4149_MARK LOGO: SCGS  
 AA4149_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4149+STABILITY: SURFACE MOTION
 AA4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4149+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1998
 AA4149
 AA4149  HISTORY     - Date     Condition        Report By
 AA4149  HISTORY     - 1994     MONUMENTED       SCGS
 AA4149  HISTORY     - 19980805 GOOD             SCGS
 AA4149  HISTORY     - 19990317 GOOD             USPSQD
 AA4149
 AA4149                          STATION DESCRIPTION
 AA4149
 AA4149'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4149'STATION IS LOCATED 5.7 MILES (9.2 KM) SOUTHEAST OF CHESTER, 5.6 MILES
 AA4149'(9.0 KM) NORTH OF BLACKSTOCK. OWNERSHIP--LUTHER HUNTER, ROUTE 1, BOX
 AA4149'53, BLACKSTOCK, SC 29014, PHONE 803-581-2160. TO REACH THE STATION
 AA4149'FROM THE JUNCTION OVERPASS OF INTERSTATE 77 AND STATE HIGHWAY 97, 7.2
 AA4149'MILES (11.6 KM) WEST NORTHWEST OF GREAT FALLS, GO WEST ON HIGHWAY 97
 AA4149'FOR 7.8 MILES (12.6 KM) TO THE JUNCTION OF STATE ROAD 72, PLEASANT
 AA4149'GROVE ROAD RIGHT AND BOYD ROAD LEFT, TURN LEFT ON ROAD 72 FOR 0.4 MILE
 AA4149'(0.6 KM) TO THE JUNCTION OF STATE ROAD 709 (ROSS ROAD), TURN RIGHT ON
 AA4149'ROAD 709 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT NEAR A
 AA4149'POWER POLE BETWEEN A SAND ROAD AND A SAND DRIVEWAY LEADING TO A BRICK
 AA4149'AND VINYL-SIDED HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4149'GROUND AND 1.5 FEET (0.5 M) BELOW THE ROAD, 117.6 FEET (35.8 M) NORTH
 AA4149'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK WELL HOUSE, 49.3 FEET
 AA4149'(15.0 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 17.5 FEET (5.3 M)
 AA4149'SOUTH OF THE POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES, 31.5
 AA4149'FEET (9.6 M) SOUTHWEST OF THE WEST END OF A 0.8-FOOT CONCRETE PIPE
 AA4149'CULVERT BENEATH THE DRIVEWAY, 46.6 FEET (14.2 M) SOUTHEAST OF THE EAST
 AA4149'END OF A 0.8-FOOT CONCRETE PIPE CULVERT BENEATH THE SAND ROAD, 91.8
 AA4149'FEET (28.0 M) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 2.0 FEET
 AA4149'(0.6 M) WEST NORTHWEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4149
 AA4149                          STATION RECOVERY (1998)
 AA4149
 AA4149'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4149'STATION IS LOCATED 5.7 MILES (9.2 KM) SOUTHEAST OF CHESTER, 5.6 MILES
 AA4149'(9.0 KM) NORTH OF BLACKSTOCK.  OWNERSHIP--LUTHER HUNTER, ROUTE 1, BOX
 AA4149'53, BLACKSTOCK, SC 29014, PHONE 803-581-2160.  TO REACH THE STATION
 AA4149'FROM THE JUNCTION OVERPASS OF INTERSTATE 77 AND STATE HIGHWAY 97 (EXIT
 AA4149'55) , 7.2 MILES (11.6 KM) WEST NORTHWEST OF GREAT FALLS, GO WEST ON
 AA4149'HIGHWAY 97 FOR 7.8 MILES (12.6 KM) TO THE JUNCTION OF STATE ROAD 72,
 AA4149'PLEASANT GROVE ROAD RIGHT AND BOYD ROAD LEFT, TURN LEFT ON ROAD 72 FOR
 AA4149'0.4 MILE (0.6 KM) TO THE JUNCTION OF STATE ROAD 709 (ROSS ROAD) , TURN
 AA4149'RIGHT ON ROAD 709 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT
 AA4149'NEAR A POWER POLE BETWEEN A SAND ROAD AND A SAND DRIVEWAY LEADING TO A
 AA4149'BRICK AND VINYL-SIDED HOUSE.  STATION IS A CONCRETE POST FLUSH WITH
 AA4149'THE GROUND AND 1.5 FEET (0.5 M) BELOW THE ROAD, 117.6 FEET (35.8 M)
 AA4149'NORTH NORTHWEST OF THE NORTHWEST CORNER OF A BRICK WELL HOUSE, 49.3
 AA4149'FEET (15.0 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 17.5 FEET
 AA4149'(5.3 M) SOUTH OF THE POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES,
 AA4149'31.5 FEET (9.6 M) SOUTHWEST OF THE WEST END OF A 0.8-FOOT CONCRETE
 AA4149'PIPE CULVERT BENEATH THE DRIVEWAY, 46.6 FEET (14.2 M) SOUTHEAST OF THE
 AA4149'EAST END OF A 0.8-FOOT CONCRETE PIPE CULVERT BENEATH THE SAND ROAD,
 AA4149'91.8 FEET (28.0 M) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 2.0
 AA4149'FEET (0.6 M) WEST NORTHWEST OF A WITNESS POST. RECOVERED BY C.J.
 AA4149'STONE.
 AA4149
 AA4149                          STATION RECOVERY (1999)
 AA4149
 AA4149'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4148 ***********************************************************************
 AA4148  DESIGNATION -  12 010
 AA4148  PID         -  AA4148
 AA4148  STATE/COUNTY-  SC/CHESTER
 AA4148  USGS QUAD   -  CHESTER (1983)
 AA4148
 AA4148                         *CURRENT SURVEY CONTROL
 AA4148  ___________________________________________________________________
 AA4148* NAD 83(1986)-  34 38 20.     (N)    081 09 51.     (W)     SCALED    
 AA4148* NAVD 88     -       191.869  (meters)     629.49   (feet)  ADJUSTED  
 AA4148  ___________________________________________________________________
 AA4148  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AA4148  DYNAMIC HT  -         191.681 (meters)     628.87  (feet)  COMP
 AA4148  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 AA4148
 AA4148  VERT ORDER  -  SECOND    CLASS I
 AA4148
 AA4148.The horizontal coordinates were scaled from a topographic map and have
 AA4148.an estimated accuracy of +/- 6 seconds.
 AA4148
 AA4148.The orthometric height was determined by differential leveling
 AA4148.and adjusted by the National Geodetic Survey in September 1998..
 AA4148
 AA4148.The geoid height was determined by GEOID03.
 AA4148
 AA4148.The dynamic height is computed by dividing the NAVD 88
 AA4148.geopotential number by the normal gravity value computed on the
 AA4148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4148.degrees latitude (g = 980.6199 gals.).
 AA4148
 AA4148.The modeled gravity was interpolated from observed gravity values.
 AA4148
 AA4148;                    North         East    Units  Estimated Accuracy
 AA4148;SPC SC       -   311,150.      594,550.      MT  (+/- 180 meters Scaled)
 AA4148
 AA4148                          SUPERSEDED SURVEY CONTROL
 AA4148
 AA4148.No superseded survey control is available for this station.
 AA4148
 AA4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU849330(NAD 83)
 AA4148_MARKER: DD = SURVEY DISK
 AA4148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4148_STAMPING: 12 010 1994
 AA4148_MARK LOGO: SCGS  
 AA4148_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4148+STABILITY: SURFACE MOTION
 AA4148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4148+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1998
 AA4148
 AA4148  HISTORY     - Date     Condition        Report By
 AA4148  HISTORY     - 1994     MONUMENTED       SCGS
 AA4148  HISTORY     - 19980805 GOOD             SCGS
 AA4148  HISTORY     - 19990317 GOOD             USPSQD
 AA4148
 AA4148                          STATION DESCRIPTION
 AA4148
 AA4148'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4148'STATION IS LOCATED 5.35 MILES (8.61 KM) SOUTHEAST OF CHESTER.
 AA4148'OWNERSHIP--BARBARA LEONARD, ROUTE 1, BOX 54D, BLACKSTOCK, SC 29014,
 AA4148'PHONE 803-581-8091. TO REACH THE STATION FROM THE SOUTHEAST JUNCTION
 AA4148'OF U.S. HIGHWAY 321 AND STATE HIGHWAY 97 (CHESTER ROAD), 1.7 MILES
 AA4148'(2.7 KM) SOUTHEAST OF CHESTER, GO SOUTH SOUTHEAST ON HIGHWAY 321 FOR
 AA4148'1.95 MILES (3.14 KM) TO THE JUNCTION OF STATE ROAD 709 (OLD COLUMBIA
 AA4148'ROAD), TURN LEFT ON ROAD 709 FOR 1.0 MILE (1.6 KM) TO A POINT WHERE
 AA4148'ROAD 709 TURNS LEFT CROSSING RAILROAD TRACKS (ROSS ROAD), TURN LEFT ON
 AA4148'ROAD 709 FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE RIGHT NEAR A
 AA4148'BARBED WIRE FENCE LINE ON THE WEST SIDE OF A BRICK HOUSE. STATION IS A
 AA4148'CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FEET (1.1 M) ABOVE THE
 AA4148'ROAD, 96.0 FEET (29.3 M) SOUTH OF THE CENTER OF THE ROAD, 48.2 FEET
 AA4148'(14.7 M) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 72.0 FEET
 AA4148'(21.9 M) NORTH NORTHWEST OF A POWER POLE WITH A GUY WIRE IN THE
 AA4148'BACKYARD, 61.7 FEET (18.8 M) WEST OF THE WEST SIDE OF A SIDEWALK, 63.6
 AA4148'FEET (19.4 M) SOUTH OF A TELEPHONE JUNCTION BOX NUMBER 4160/79, 2.0
 AA4148'FEET (0.6 M) EAST OF A WITNESS POST IN THE FENCE LINE. DESCRIBED BY
 AA4148'C.E. GEOGHEGAN.
 AA4148
 AA4148                          STATION RECOVERY (1998)
 AA4148
 AA4148'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4148'STATION IS LOCATED 5.35 MILES (8.61 KM) SOUTHEAST OF CHESTER, 5.6
 AA4148'MILES (9.0 KM) NORTH OF BLACKSTOCK.  OWNERSHIP--BARBARA LEONARD, ROUTE
 AA4148'1, BOX 54D, BLACKSTOCK, SC 29014, PHONE 803-581-8091.  TO REACH THE
 AA4148'STATION FROM THE SOUTHEAST JUNCTION OF U.S.  HIGHWAY 321 AND STATE
 AA4148'HIGHWAY 97 (CHESTER ROAD) , 1.7 MILES (2.7 KM) SOUTHEAST OF CHESTER,
 AA4148'GO SOUTH SOUTHEAST ON HIGHWAY 321 FOR 2.95 MILES (4.75 KM) TO THE
 AA4148'JUNCTION OF STATE ROAD 709 (OLD COLUMBIA ROAD) , TURN LEFT ON ROAD 709
 AA4148'FOR 1.0 MILE (1.6 KM) TO A POINT WHERE ROAD 709 TURNS LEFT CROSSING
 AA4148'RAILROAD TRACKS (ROSS ROAD) , TURN LEFT ON ROAD 709 FOR 0.85 MILE
 AA4148'(1.37 KM) TO THE STATION ON THE RIGHT NEAR A BARBED WIRE FENCE LINE ON
 AA4148'THE WEST SIDE OF A BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH
 AA4148'THE GROUND AND 3.5 FEET (1.1 M) ABOVE THE ROAD, 96.0 FEET (29.3 M)
 AA4148'SOUTH OF THE CENTER OF THE ROAD, 48.2 FEET (14.7 M) NORTHWEST OF THE
 AA4148'NORTHWEST CORNER OF THE HOUSE, 72.0 FEET (21.9 M) NORTH NORTHWEST OF A
 AA4148'POWER POLE WITH A GUY WIRE IN THE BACKYARD, 61.7 FEET (18.8 M) WEST OF
 AA4148'THE WEST SIDE OF A SIDEWALK, 63.6 FEET (19.4 M) SOUTH OF A TELEPHONE
 AA4148'JUNCTION BOX NUMBER 4160/79, 2.0 FEET (0.6 M) EAST OF A WITNESS POST
 AA4148'IN THE FENCE LINE.  RECOVERED BY C.J.  STONE.
 AA4148
 AA4148                          STATION RECOVERY (1999)
 AA4148
 AA4148'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4147 ***********************************************************************
 AA4147  DESIGNATION -  12 011
 AA4147  PID         -  AA4147
 AA4147  STATE/COUNTY-  SC/CHESTER
 AA4147  USGS QUAD   -  CHESTER (1983)
 AA4147
 AA4147                         *CURRENT SURVEY CONTROL
 AA4147  ___________________________________________________________________
 AA4147* NAD 83(2001)-  34 38 41.53395(N)    081 11 07.13052(W)     ADJUSTED  
 AA4147* NAVD 88     -       192.666  (meters)     632.11   (feet)  ADJUSTED  
 AA4147  ___________________________________________________________________
 AA4147  X           -     804,973.933 (meters)                     COMP
 AA4147  Y           -  -5,191,014.085 (meters)                     COMP
 AA4147  Z           -   3,605,616.967 (meters)                     COMP
 AA4147  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AA4147  ELLIP HEIGHT-         162.02  (meters)          (03/13/03) GPS OBS
 AA4147  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AA4147  DYNAMIC HT  -         192.478 (meters)     631.49  (feet)  COMP
 AA4147  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 AA4147
 AA4147  HORZ ORDER  -  FIRST
 AA4147  VERT ORDER  -  SECOND    CLASS I
 AA4147  ELLP ORDER  -  FOURTH    CLASS II
 AA4147
 AA4147.The horizontal coordinates were established by GPS observations
 AA4147.and adjusted by the National Geodetic Survey in March 2003..
 AA4147
 AA4147.The orthometric height was determined by differential leveling
 AA4147.and adjusted by the National Geodetic Survey in September 1998..
 AA4147
 AA4147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4147
 AA4147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4147
 AA4147.The ellipsoidal height was determined by GPS observations
 AA4147.and is referenced to NAD 83.
 AA4147
 AA4147.The geoid height was determined by GEOID03.
 AA4147
 AA4147.The dynamic height is computed by dividing the NAVD 88
 AA4147.geopotential number by the normal gravity value computed on the
 AA4147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4147.degrees latitude (g = 980.6199 gals.).
 AA4147
 AA4147.The modeled gravity was interpolated from observed gravity values.
 AA4147
 AA4147;                    North         East     Units Scale Factor Converg.
 AA4147;SPC SC       -   311,814.851   592,611.312   MT  0.99993847   -0 06 09.9
 AA4147;SPC SC       - 1,023,014.60  1,944,262.83   iFT  0.99993847   -0 06 09.9
 AA4147;UTM  17      - 3,833,677.323   483,017.043   MT  0.99960355   -0 06 19.3
 AA4147
 AA4147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4147!SPC SC       -   0.99997457  x   0.99993847  =   0.99991304
 AA4147!UTM  17      -   0.99997457  x   0.99960355  =   0.99957813
 AA4147
 AA4147                          SUPERSEDED SURVEY CONTROL
 AA4147
 AA4147  NAD 83(1995)-  34 38 41.53400(N)    081 11 07.13030(W) AD(       ) 1
 AA4147  ELLIP H (08/25/00)  162.03   (m)                       GP(       ) 4 1
 AA4147  NAD 83(1986)-  34 38 41.55075(N)    081 11 07.13578(W) AD(       ) 1
 AA4147
 AA4147.Superseded values are not recommended for survey control.
 AA4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4147.See file dsdata.txt to determine how the superseded data were derived.
 AA4147
 AA4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8301733677(NAD 83)
 AA4147_MARKER: DD = SURVEY DISK
 AA4147_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4147+WITH SETTING: PAVEMENT
 AA4147_SP_SET: RAILROAD SIGNAL BASE
 AA4147_STAMPING: 12 011 1994
 AA4147_MARK LOGO: SCGS  
 AA4147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4147+STABILITY: SURFACE MOTION
 AA4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4147+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1998
 AA4147
 AA4147  HISTORY     - Date     Condition        Report By
 AA4147  HISTORY     - 1994     MONUMENTED       SCGS
 AA4147  HISTORY     - 19980806 GOOD             SCGS
 AA4147  HISTORY     - 19990317 GOOD             USPSQD
 AA4147
 AA4147                          STATION DESCRIPTION
 AA4147
 AA4147'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4147'STATION IS LOCATED 4.45 MILES (7.16 KM) SOUTHEAST OF CHESTER.
 AA4147'OWNERSHIP--RAILROAD RIGHT OF WAY. TO REACH THE STATION FROM THE
 AA4147'SOUTHEAST JUNCTION OF U.S. HIGHWAY 321 AND STATE HIGHWAY 97 (CHESTER
 AA4147'ROAD), 1.7 MILES (2.7 KM) SOUTHEAST OF CHESTER, GO SOUTH SOUTHEAST ON
 AA4147'HIGHWAY 321 FOR 1.95 MILES (3.14 KM) TO THE JUNCTION OF STATE ROAD 709
 AA4147'(OLD COLUMBIA ROAD), TURN LEFT ON ROAD 709 FOR 0.3 MILE (0.5 KM) TO
 AA4147'THE STATION ON THE LEFT IN THE 2.0-FOOT SQUARE CONCRETE BASE OF A
 AA4147'RAILROAD SIGNAL PROJECTING 1.6-FOOT (NOW REMOVED). STATION IS A DRILL
 AA4147'MARK IN THE SIGNAL BASE AND 2.5 FEET (0.8 M) BELOW THE TRACKS, 47.1
 AA4147'FEET (14.4 M) NORTHEAST OF THE CENTER OF THE ROAD, 52.5 FEET (16.0 M)
 AA4147'NORTH NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES,
 AA4147'130.5 FEET (39.8 M) NORTHWEST OF THE WEST CORNER OF THE SOUTHWEST
 AA4147'HEADWALL OF A CULVERT BENEATH THE TRACKS, 23.0 FEET (7.0 M) SOUTHWEST
 AA4147'OF THE SOUTHWEST RAIL OF THE TRACKS, 137.4 FEET (41.9 M) NORTH
 AA4147'NORTHWEST OF A MONUMENT TO CONE ELLIOT, 11.0 FEET (3.4 M) WEST
 AA4147'SOUTHWEST OF A METAL SEMAPHORE SIGN POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4147
 AA4147                          STATION RECOVERY (1998)
 AA4147
 AA4147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4147'STATION IS LOCATED 4.45 MILES (7.16 KM) SOUTHEAST OF CHESTER, 6.3
 AA4147'MILES (10.1 KM) NORTH NORTHWEST OF BLACKSTOCK.  OWNERSHIP--RAILROAD
 AA4147'RIGHT OF WAY.  TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 AA4147'U.S.  HIGHWAY 321 AND STATE HIGHWAY 97 (CHESTER ROAD) , 1.7 MILES (2.7
 AA4147'KM) SOUTHEAST OF CHESTER, GO SOUTH SOUTHEAST ON HIGHWAY 321 FOR 2.95
 AA4147'MILES (4.75 KM) TO THE JUNCTION OF STATE ROAD 709 (OLD COLUMBIA ROAD)
 AA4147', TURN LEFT ON ROAD 709 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE
 AA4147'LEFT IN THE 2.0-FOOT SQUARE CONCRETE BASE OF A RAILROAD SIGNAL
 AA4147'PROJECTING 1.6-FOOT (NOW REMOVED) .  STATION IS A DRILL MARK IN THE
 AA4147'SIGNAL BASE AND 2.5 FEET (0.8 M) BELOW THE TRACKS, 47.1 FEET (14.4 M)
 AA4147'NORTHEAST OF THE CENTER OF THE ROAD, 52.5 FEET (16.0 M) NORTH
 AA4147'NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES, 130.5
 AA4147'FEET (39.8 M) NORTHWEST OF THE WEST CORNER OF THE SOUTHWEST HEADWALL
 AA4147'OF A CULVERT BENEATH THE TRACKS, 23.0 FEET (7.0 M) SOUTHWEST OF THE
 AA4147'SOUTHWEST RAIL OF THE TRACKS, 137.4 FEET (41.9 M) NORTH NORTHWEST OF A
 AA4147'MONUMENT TO CONE ELLIOT, 11.0 FEET (3.4 M) WEST SOUTHWEST OF A METAL
 AA4147'SEMAPHORE SIGN POST, 11.0 FEET (3.4 M) WEST SOUTHWEST OF A WITNESS
 AA4147'POST.  RECOVERED BY D.A.  NOVAK.
 AA4147
 AA4147                          STATION RECOVERY (1999)
 AA4147
 AA4147'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0116 ***********************************************************************
 ED0116  DESIGNATION -  12 257 C
 ED0116  PID         -  ED0116
 ED0116  STATE/COUNTY-  SC/SPARTANBURG
 ED0116  USGS QUAD   -  GREER (1983)
 ED0116
 ED0116                         *CURRENT SURVEY CONTROL
 ED0116  ___________________________________________________________________
 ED0116* NAD 83(1986)-  34 56 09.     (N)    082 11 22.     (W)     SCALED    
 ED0116* NAVD 88     -       279.612  (meters)     917.36   (feet)  ADJUSTED  
 ED0116  ___________________________________________________________________
 ED0116  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 ED0116  DYNAMIC HT  -         279.331 (meters)     916.44  (feet)  COMP
 ED0116  MODELED GRAV-     979,622.8   (mgal)                       NAVD 88
 ED0116
 ED0116  VERT ORDER  -  FIRST     CLASS II
 ED0116
 ED0116.The horizontal coordinates were scaled from a topographic map and have
 ED0116.an estimated accuracy of +/- 6 seconds.
 ED0116
 ED0116.The orthometric height was determined by differential leveling
 ED0116.and adjusted by the National Geodetic Survey in June 1991..
 ED0116
 ED0116.The geoid height was determined by GEOID03.
 ED0116
 ED0116.The dynamic height is computed by dividing the NAVD 88
 ED0116.geopotential number by the normal gravity value computed on the
 ED0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0116.degrees latitude (g = 980.6199 gals.).
 ED0116
 ED0116.The modeled gravity was interpolated from observed gravity values.
 ED0116
 ED0116;                    North         East    Units  Estimated Accuracy
 ED0116;SPC SC       -   344,700.      500,930.      MT  (+/- 180 meters Scaled)
 ED0116
 ED0116                          SUPERSEDED SURVEY CONTROL
 ED0116
 ED0116  NGVD 29 (??/??/92)  279.698  (m)          917.64   (f) ADJ UNCH    1 2
 ED0116
 ED0116.Superseded values are not recommended for survey control.
 ED0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0116.See file dsdata.txt to determine how the superseded data were derived.
 ED0116
 ED0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU913665(NAD 83)
 ED0116_MARKER: Z = SEE DESCRIPTION
 ED0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0116_SP_SET: HEADWALL
 ED0116_STAMPING: S.C.H.D. 12.
 ED0116_MARK LOGO: NONE  
 ED0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED0116+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 ED0116
 ED0116  HISTORY     - Date     Condition        Report By
 ED0116  HISTORY     - UNK      MONUMENTED       SCHD
 ED0116  HISTORY     - 1933     GOOD             NGS
 ED0116  HISTORY     - 20000731 GOOD             SCGS
 ED0116
 ED0116                          STATION DESCRIPTION
 ED0116
 ED0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0116'2.1 MI E FROM GREER.
 ED0116'IN SPARTANBURG COUNTY, ABOUT 2.1 MILES EAST ALONG THE SOUTHERN
 ED0116'RAILWAY FROM GREER, GREENVILLE COUNTY, ABOUT 254 FEET EAST OF
 ED0116'MILEPOST 469, ABOUT 60 FEET NORTH OF THE CENTER LINE OF THE
 ED0116'SOUTH-BOUND MAIN TRACK, 16 FEET SOUTH OF THE CENTER LINE OF
 ED0116'U.S. HIGHWAY 29, AND IN THE CENTER OF A 24-INCH HEAD WALL.  A
 ED0116'BRASS PIN, MARKED S.C.H.D. 12.
 ED0116
 ED0116                          STATION RECOVERY (2000)
 ED0116
 ED0116'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0116'STATION IS LOCATED 2.2 MILES (3.5 KM) EAST OF GREER.  14.6 MILES (23.5
 ED0116'KM) WEST OF SPARTANBURG.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED0116'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED0116'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED0116'HIGHWAYS 101 (LINE STREET) 357 AND 290 (EAST POINSETT STREET) IN
 ED0116'GREER, GO EAST ON STATE HIGHWAY 290 FOR 1.8 MILES (2.9 KM) TO THE
 ED0116'STATION ON THE RIGHT IN THE CENTER OF A CONCRETE HEADWALL AT THE SOUTH
 ED0116'END OF A 1.5-FOOT CONCRETE PIPE CULVERT.  STATION IS A BRASS PIN WITH
 ED0116'WASHER SET IN THE HEADWALL AND 1.0 FOOT (0.3 M) BELOW THE ROAD, 16.0
 ED0116'FEET (4.9 M) SOUTH OF THE CENTER OF THE HIGHWAY, 171.5 EAST SOUTHEAST
 ED0116'OF A POWER POLE IN A PASTURE WITH A SCGS REFERENCE WASHER ATTACHED,
 ED0116'62.3 FEET (19.0 M) NORTH OF THE NORTHERN-MOST RAIL OF A RAILROAD
 ED0116'TRACK, 3.9 FEET (1.2 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0044 ***********************************************************************
 DF0044  DESIGNATION -  12 744
 DF0044  PID         -  DF0044
 DF0044  STATE/COUNTY-  SC/MCCORMICK
 DF0044  USGS QUAD   -  CLARKS HILL (1986)
 DF0044
 DF0044                         *CURRENT SURVEY CONTROL
 DF0044  ___________________________________________________________________
 DF0044* NAD 83(1986)-  33 40 05.     (N)    082 10 17.     (W)     SCALED    
 DF0044* NAVD 88     -       133.370  (meters)     437.56   (feet)  ADJUSTED  
 DF0044  ___________________________________________________________________
 DF0044  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DF0044  DYNAMIC HT  -         133.230 (meters)     437.11  (feet)  COMP
 DF0044  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 DF0044
 DF0044  VERT ORDER  -  FIRST     CLASS II
 DF0044
 DF0044.The horizontal coordinates were scaled from a topographic map and have
 DF0044.an estimated accuracy of +/- 6 seconds.
 DF0044
 DF0044.The orthometric height was determined by differential leveling
 DF0044.and adjusted by the National Geodetic Survey in June 1991..
 DF0044
 DF0044.The geoid height was determined by GEOID03.
 DF0044
 DF0044.The dynamic height is computed by dividing the NAVD 88
 DF0044.geopotential number by the normal gravity value computed on the
 DF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0044.degrees latitude (g = 980.6199 gals.).
 DF0044
 DF0044.The modeled gravity was interpolated from observed gravity values.
 DF0044
 DF0044;                    North         East    Units  Estimated Accuracy
 DF0044;SPC SC       -   204,080.      500,990.      MT  (+/- 180 meters Scaled)
 DF0044
 DF0044                          SUPERSEDED SURVEY CONTROL
 DF0044
 DF0044  NGVD 29 (??/??/92)  133.583  (m)          438.26   (f) ADJ UNCH    1 2
 DF0044
 DF0044.Superseded values are not recommended for survey control.
 DF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0044.See file dsdata.txt to determine how the superseded data were derived.
 DF0044
 DF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT914259(NAD 83)
 DF0044_MARKER: S = SPIKE
 DF0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0044_SP_SET: POLE
 DF0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0044
 DF0044  HISTORY     - Date     Condition        Report By
 DF0044  HISTORY     - UNK      MONUMENTED       SCHD
 DF0044  HISTORY     - 1934     MARK NOT FOUND   NGS
 DF0044
 DF0044                          STATION DESCRIPTION
 DF0044
 DF0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DF0044'0.6 MI S FROM CLARKS HILL.
 DF0044'0.6 MILE SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0044'FROM CLARKS HILL, MCCORMICK COUNTY, 742 FEET NORTH OF MILEPOST
 DF0044'23, AT A CUT, 60 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 28,
 DF0044'40 FEET WEST OF THE WEST RAIL, AND IN A POLE.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1044 ***********************************************************************
 ED1044  DESIGNATION -  12 CMN
 ED1044  PID         -  ED1044
 ED1044  STATE/COUNTY-  SC/ABBEVILLE
 ED1044  USGS QUAD   -  LATIMER (1964)
 ED1044
 ED1044                         *CURRENT SURVEY CONTROL
 ED1044  ___________________________________________________________________
 ED1044* NAD 83(1986)-  34 10 31.     (N)    082 36 18.     (W)     SCALED    
 ED1044* NAVD 88     -       159.835  (meters)     524.39   (feet)  ADJUSTED  
 ED1044  ___________________________________________________________________
 ED1044  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ED1044  DYNAMIC HT  -         159.676 (meters)     523.87  (feet)  COMP
 ED1044  MODELED GRAV-     979,637.7   (mgal)                       NAVD 88
 ED1044
 ED1044  VERT ORDER  -  FIRST     CLASS II
 ED1044
 ED1044.The horizontal coordinates were scaled from a topographic map and have
 ED1044.an estimated accuracy of +/- 6 seconds.
 ED1044
 ED1044.The orthometric height was determined by differential leveling
 ED1044.and adjusted by the National Geodetic Survey in June 1991..
 ED1044
 ED1044.The geoid height was determined by GEOID03.
 ED1044
 ED1044.The dynamic height is computed by dividing the NAVD 88
 ED1044.geopotential number by the normal gravity value computed on the
 ED1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1044.degrees latitude (g = 980.6199 gals.).
 ED1044
 ED1044.The modeled gravity was interpolated from observed gravity values.
 ED1044
 ED1044;                    North         East    Units  Estimated Accuracy
 ED1044;SPC SC       -   260,860.      461,660.      MT  (+/- 180 meters Scaled)
 ED1044
 ED1044                          SUPERSEDED SURVEY CONTROL
 ED1044
 ED1044.No superseded survey control is available for this station.
 ED1044
 ED1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT520827(NAD 83)
 ED1044_MARKER: DB = BENCH MARK DISK
 ED1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1044_SP_SET: CONCRETE POST
 ED1044_STAMPING: 525 12 CMN 1956
 ED1044_MARK LOGO: USGS  
 ED1044_PROJECTION: FLUSH
 ED1044_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1044+STABILITY: SURFACE MOTION
 ED1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1044+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 ED1044
 ED1044  HISTORY     - Date     Condition        Report By
 ED1044  HISTORY     - 1956     MONUMENTED       USGS
 ED1044  HISTORY     - 1980     GOOD             NGS
 ED1044  HISTORY     - 19970610 GOOD             SCGS
 ED1044  HISTORY     - 20031117 GOOD             USPSQD
 ED1044  HISTORY     - 20050702 GOOD             USPSQD
 ED1044
 ED1044                          STATION DESCRIPTION
 ED1044
 ED1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ED1044'6.6 KM SOUTH FROM LOWNDESVILLE.
 ED1044'6.6 KILOMETERS (4.1 MILES) SOUTH ALONG STATE HIGHWAY 81 FROM THE
 ED1044'POST OFFICE IN LOWNDESVILLE TO A DIRT CROSSROAD (S-1-140),
 ED1044'SET IN THE SOUTHWEST CORNER OF THE INTERSECTION JUST SOUTH OF
 ED1044'A POWERPOLE, 11.5 METERS (37.8 FEET) WEST OF THE CENTER LINE OF
 ED1044'HIGHWAY 81, 7.9 METERS (26.0 FEET) SOUTH FROM THE CENTER OF A DIRT
 ED1044'ROAD, 2.8 METERS (9.4 FEET) NORTHEAST OF A TELEPHONE JUNCTION BOX, 0.6
 ED1044'METER (2.0 FEET) SOUTH OF A POWER POLE.
 ED1044'THE MARK IS ABOVE LEVEL WITH ROAD.
 ED1044
 ED1044                          STATION RECOVERY (1997)
 ED1044
 ED1044'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED1044'STATION IS LOCATED 3.6 MILES (5.8 KM) SOUTHEAST OF LOWNDESVILLE, 12.95
 ED1044'MILES (20.84 KM) WEST OF ABBEVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1044'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1044'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED1044'HIGHWAYS 284 (MITCHELL PLACE ROAD) , 81 AND STATE ROAD 64 (TOM YOUNG
 ED1044'BRIDGE ROAD) , 2.3 MILES (3.7 KM) EAST SOUTHEAST OF LOWNDESVILLE, GO
 ED1044'SOUTH ON HIGHWAY 81 FOR 1.6 MILES (2.6 KM) TO THE STATION ON THE RIGHT
 ED1044'NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A GATED GRASSY ROAD RIGHT,
 ED1044'ACROSS FROM THE JUNCTION OF STATE ROAD 140 (TRASK ROAD) . STATION IS A
 ED1044'SQUARE CONCRETE POST PROJECTING 0.4 FOOT (12.2 CM) AND LEVEL THE
 ED1044'HIGHWAY, 37.5 FEET (11.4 M) WEST SOUTHWEST OF THE CENTER OF THE
 ED1044'HIGHWAY, 25.5 FEET (7.8 M) SOUTH SOUTHEAST OF THE CENTER OF THE GATED
 ED1044'GRASSY ROAD, 5.4 FEET (1.6 M) SOUTH OF THE POWER POLE WITH A SCGS
 ED1044'REFERENCE WASHER ATTACHED, 2.2 FEET (0.7 M) NORTH OF A WITNESS POST.
 ED1044'RECOVERED BY R.W.  ROBERTS.
 ED1044
 ED1044                          STATION RECOVERY (2003)
 ED1044
 ED1044'RECOVERY NOTE BY US POWER SQUADRON 2003 (SL)
 ED1044'RECOVERED IN GOOD CONDITION.
 ED1044
 ED1044                          STATION RECOVERY (2005)
 ED1044
 ED1044'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 ED1044'POWER POLE APPARENTLY REPLACED. NO SCGS REFERENCE WASHER FOUND. AREA
 ED1044'OVERGROWN WITH BRUSHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6737 ***********************************************************************
 AC6737  DESIGNATION -  12 DMW
 AC6737  PID         -  AC6737
 AC6737  STATE/COUNTY-  SC/LEXINGTON
 AC6737  USGS QUAD   -  PELION EAST (1982)
 AC6737
 AC6737                         *CURRENT SURVEY CONTROL
 AC6737  ___________________________________________________________________
 AC6737* NAD 83(2001)-  33 50 14.70560(N)    081 12 38.40231(W)     ADJUSTED  
 AC6737* NAVD 88     -       171.040  (meters)     561.15   (feet)  ADJUSTED  
 AC6737  ___________________________________________________________________
 AC6737  X           -     810,375.079 (meters)                     COMP
 AC6737  Y           -  -5,241,158.686 (meters)                     COMP
 AC6737  Z           -   3,531,559.630 (meters)                     COMP
 AC6737  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AC6737  ELLIP HEIGHT-         140.05  (meters)          (05/06/05) GPS OBS
 AC6737  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 AC6737  DYNAMIC HT  -         170.861 (meters)     560.57  (feet)  COMP
 AC6737  MODELED GRAV-     979,591.7   (mgal)                       NAVD 88
 AC6737
 AC6737  HORZ ORDER  -  FIRST
 AC6737  VERT ORDER  -  FIRST     CLASS II
 AC6737  ELLP ORDER  -  FOURTH    CLASS II
 AC6737
 AC6737.The horizontal coordinates were established by GPS observations
 AC6737.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6737
 AC6737.The orthometric height was determined by differential leveling
 AC6737.and adjusted by the National Geodetic Survey in May 1997..
 AC6737
 AC6737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6737
 AC6737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6737
 AC6737.The ellipsoidal height was determined by GPS observations
 AC6737.and is referenced to NAD 83.
 AC6737
 AC6737.The geoid height was determined by GEOID03.
 AC6737
 AC6737.The dynamic height is computed by dividing the NAVD 88
 AC6737.geopotential number by the normal gravity value computed on the
 AC6737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6737.degrees latitude (g = 980.6199 gals.).
 AC6737
 AC6737.The modeled gravity was interpolated from observed gravity values.
 AC6737
 AC6737;                    North         East     Units Scale Factor Converg.
 AC6737;SPC SC       -   222,264.714   590,104.499   MT  0.99979794   -0 07 00.5
 AC6737;SPC SC       -   729,214.94  1,936,038.38   iFT  0.99979794   -0 07 00.5
 AC6737;UTM  17      - 3,744,149.425   480,508.328   MT  0.99960468   -0 07 02.3
 AC6737
 AC6737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6737!SPC SC       -   0.99997801  x   0.99979794  =   0.99977596
 AC6737!UTM  17      -   0.99997801  x   0.99960468  =   0.99958270
 AC6737
 AC6737|---------------------------------------------------------------------|
 AC6737| PID    Reference Object                     Distance      Geod. Az  |
 AC6737|                                                           dddmmss.s |
 AC6737| DH3318 LEX 218                             385.416 METERS 35116     |
 AC6737|---------------------------------------------------------------------|
 AC6737
 AC6737                          SUPERSEDED SURVEY CONTROL
 AC6737
 AC6737  NAVD 88 (05/06/05)  171.04   (m)          561.2    (f) LEVELING    3  
 AC6737
 AC6737.Superseded values are not recommended for survey control.
 AC6737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6737.See file dsdata.txt to determine how the superseded data were derived.
 AC6737
 AC6737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8050844149(NAD 83)
 AC6737_MARKER: DD = SURVEY DISK
 AC6737_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC6737_SP_SET: BRIDGE WINGWALL
 AC6737_STAMPING: 12 DMW 1971
 AC6737_MARK LOGO: USGS  
 AC6737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6737+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 AC6737
 AC6737  HISTORY     - Date     Condition        Report By
 AC6737  HISTORY     - 1971     MONUMENTED       USGS
 AC6737  HISTORY     - 19951102 GOOD             SCGS
 AC6737  HISTORY     - 20040707 GOOD             SCGS
 AC6737
 AC6737                          STATION DESCRIPTION
 AC6737
 AC6737'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6737'STATION IS LOCATED 5.45 MILES (8.77 KM) NORTH NORTHEAST OF PELION, 6.7
 AC6737'MILES (10.8 KM) SOUTHWEST OF SOUTH CONGAREE.  OWNERSHIP--SCDOT,
 AC6737'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6737'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 AC6737'HIGHWAYS 6 AND 302 (EDMUND HIGHWAY) , 5.55 MILES (8.93 KM) NORTH
 AC6737'NORTHEAST OF PELION, GO SOUTH ON HIGHWAY 6 FOR 0.15 MILE (0.24 KM) TO
 AC6737'THE STATION ON THE RIGHT IN THE SOUTH WINGWALL OF THE BRIDGE OVER THE
 AC6737'SOUTHERN RAILWAY.  STATION IS A DRILL MARK IN THE WINGWALL AND 0.5
 AC6737'FOOT (15.2 CM) ABOVE THE HIGHWAY, 17.8 FEET (5.4 M) SOUTHWEST OF THE
 AC6737'CENTER OF THE HIGHWAY, 3.5 FEET (1.1 M) NORTH NORTHEAST OF THE SOUTH
 AC6737'END OF THE WINGWALL, 1.9 FEET (0.6 M) SOUTHWEST OF A WITNESS POST.
 AC6737'RECOVERED BY C.E.  GEOGHEGAN.
 AC6737
 AC6737                          STATION RECOVERY (2004)
 AC6737
 AC6737'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AC6737'STATION IS LOCATED 5.5 MILES NORTH NORTHEAST OF PELION, 10.0 MILES
 AC6737'SOUTH OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AC6737'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350.  TO REACH THE
 AC6737'STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 6 AND 302, 5.7
 AC6737'MILES NORTH NORTHEAST OF PELION, GO SOUTH ON HIGHWAY 6 FOR 0.15 MILE
 AC6737'TO THE  STATION ON THE RIGHT IN THE SOUTH WINGWALL OF A BRIDGE OVER A
 AC6737'SET OF RAILROAD  TRACKS. STATION IS A DISK SET INTO THE WINGWALL AND
 AC6737'1.0 FOOT ABOVE THE HIGHWAY, 17.1 FEET  SOUTHWEST OF THE CENTER OF THE
 AC6737'HIGHWAY, 3.5 FEET NORTH NORTHEAST OF THE SOUTH END OF  THE WINGWALL,
 AC6737'1.9 FEET SOUTHWEST OF A WITNESS POST. NOTE-THIS STATION IS A DANGEROUS
 AC6737'SETUP FOR PERSONNEL AND EQUIPMENT. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 WA0087 ***********************************************************************
 WA0087  DESIGNATION -  12 GNH
 WA0087  PID         -  WA0087
 WA0087  STATE/COUNTY-  SC/BAMBERG
 WA0087  USGS QUAD   -  EHRHARDT (1982)
 WA0087
 WA0087                         *CURRENT SURVEY CONTROL
 WA0087  ___________________________________________________________________
 WA0087* NAD 83(1986)-  33 05 49.     (N)    081 00 49.     (W)     SCALED    
 WA0087* NAVD 88     -        43.846  (meters)     143.85   (feet)  ADJUSTED  
 WA0087  ___________________________________________________________________
 WA0087  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 WA0087  DYNAMIC HT  -          43.798 (meters)     143.69  (feet)  COMP
 WA0087  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 WA0087
 WA0087  VERT ORDER  -  FIRST     CLASS II
 WA0087
 WA0087.The horizontal coordinates were scaled from a topographic map and have
 WA0087.an estimated accuracy of +/- 6 seconds.
 WA0087
 WA0087.The orthometric height was determined by differential leveling
 WA0087.and adjusted by the National Geodetic Survey in September 1998..
 WA0087
 WA0087.The geoid height was determined by GEOID03.
 WA0087
 WA0087.The dynamic height is computed by dividing the NAVD 88
 WA0087.geopotential number by the normal gravity value computed on the
 WA0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 WA0087.degrees latitude (g = 980.6199 gals.).
 WA0087
 WA0087.The modeled gravity was interpolated from observed gravity values.
 WA0087
 WA0087;                    North         East    Units  Estimated Accuracy
 WA0087;SPC SC       -   140,130.      608,330.      MT  (+/- 180 meters Scaled)
 WA0087
 WA0087                          SUPERSEDED SURVEY CONTROL
 WA0087
 WA0087.No superseded survey control is available for this station.
 WA0087
 WA0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS987620(NAD 83)
 WA0087_MARKER: DD = SURVEY DISK
 WA0087_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 WA0087_SP_SET: PORCH APRON
 WA0087_STAMPING: 145 12 GNH 1976
 WA0087_MARK LOGO: USGS  
 WA0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 WA0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 WA0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 WA0087+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 WA0087
 WA0087  HISTORY     - Date     Condition        Report By
 WA0087  HISTORY     - 1976     MONUMENTED       USGS
 WA0087  HISTORY     - 19950105 GOOD             SCGS
 WA0087
 WA0087                          STATION DESCRIPTION
 WA0087
 WA0087'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 WA0087'STATION IS LOCATED NEAR THE FRONT OF THE BRICK POST OFFICE IN THE
 WA0087'NORTHEAST ANGLE OF THE JUNCTION OF U.S.  HIGHWAY 601 (BROADWAY STREET)
 WA0087'AND STATE HIGHWAY 64 (FRANKLIN STREET) IN EHRHARDT.
 WA0087'OWNERSHIP--EHRHARDT POST OFFICE.  STATION IS A DRILL MARK IN THE
 WA0087'CONCRETE APRON AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAYS, 13.5 FEET
 WA0087'(4.1 M) SOUTH SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 3.7
 WA0087'FEET (1.1 M) WEST NORTHWEST OF THE WEST FACE OF THE BUILDING.
 WA0087'RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1262 ***********************************************************************
 DD1262  DESIGNATION -  12 MEA
 DD1262  PID         -  DD1262
 DD1262  STATE/COUNTY-  SC/BERKELEY
 DD1262  USGS QUAD   -  ST STEPHENS (1990)
 DD1262
 DD1262                         *CURRENT SURVEY CONTROL
 DD1262  ___________________________________________________________________
 DD1262* NAD 83(1986)-  33 24 08.     (N)    079 53 11.     (W)     SCALED    
 DD1262* NAVD 88     -        14.028  (meters)      46.02   (feet)  ADJUSTED  
 DD1262  ___________________________________________________________________
 DD1262  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DD1262  DYNAMIC HT  -          14.013 (meters)      45.97  (feet)  COMP
 DD1262  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 DD1262
 DD1262  VERT ORDER  -  FIRST     CLASS II
 DD1262
 DD1262.The horizontal coordinates were scaled from a topographic map and have
 DD1262.an estimated accuracy of +/- 6 seconds.
 DD1262
 DD1262.The orthometric height was determined by differential leveling
 DD1262.and adjusted by the National Geodetic Survey in June 1991..
 DD1262
 DD1262.The geoid height was determined by GEOID03.
 DD1262
 DD1262.The dynamic height is computed by dividing the NAVD 88
 DD1262.geopotential number by the normal gravity value computed on the
 DD1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1262.degrees latitude (g = 980.6199 gals.).
 DD1262
 DD1262.The modeled gravity was interpolated from observed gravity values.
 DD1262
 DD1262;                    North         East    Units  Estimated Accuracy
 DD1262;SPC SC       -   174,540.      713,170.      MT  (+/- 180 meters Scaled)
 DD1262
 DD1262                          SUPERSEDED SURVEY CONTROL
 DD1262
 DD1262  NGVD 29 (03/21/89)   14.327  (m)           47.00   (f) ADJUSTED    1 2
 DD1262
 DD1262.Superseded values are not recommended for survey control.
 DD1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1262.See file dsdata.txt to determine how the superseded data were derived.
 DD1262
 DD1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS035964(NAD 83)
 DD1262_MARKER: DB = BENCH MARK DISK
 DD1262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1262_SP_SET: BOX CULVERT
 DD1262_STAMPING: 12 MEA 1981 47
 DD1262_MARK LOGO: USGS  
 DD1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1262+STABILITY: SURFACE MOTION
 DD1262
 DD1262  HISTORY     - Date     Condition        Report By
 DD1262  HISTORY     - 1981     MONUMENTED       USGS
 DD1262  HISTORY     - 1984     GOOD             SCGS
 DD1262
 DD1262                          STATION DESCRIPTION
 DD1262
 DD1262'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1262'3.7 KM (2.3 MI) SE FROM ST STEPHEN.
 DD1262'3.7 KILOMETERS (2.3 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1262'POST OFFICE IN ST. STEPHEN, SET IN THE EAST CORNER OF A BOX CULVERT
 DD1262'UNDER THE HIGHWAY.
 DD1262'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1797 ***********************************************************************
 DD1797  DESIGNATION -  12 TT 30
 DD1797  PID         -  DD1797
 DD1797  STATE/COUNTY-  SC/MARION
 DD1797  USGS QUAD   -  BRITTONS NECK (1990)
 DD1797
 DD1797                         *CURRENT SURVEY CONTROL
 DD1797  ___________________________________________________________________
 DD1797* NAD 83(1986)-  33 58 31.     (N)    079 21 11.     (W)     SCALED    
 DD1797* NAVD 88     -        11.582  (meters)      38.00   (feet)  ADJUSTED  
 DD1797  ___________________________________________________________________
 DD1797  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DD1797  DYNAMIC HT  -          11.571 (meters)      37.96  (feet)  COMP
 DD1797  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 DD1797
 DD1797  VERT ORDER  -  FIRST     CLASS II
 DD1797
 DD1797.The horizontal coordinates were scaled from a topographic map and have
 DD1797.an estimated accuracy of +/- 6 seconds.
 DD1797
 DD1797.The orthometric height was determined by differential leveling
 DD1797.and adjusted by the National Geodetic Survey in June 1991..
 DD1797
 DD1797.The geoid height was determined by GEOID03.
 DD1797
 DD1797.The dynamic height is computed by dividing the NAVD 88
 DD1797.geopotential number by the normal gravity value computed on the
 DD1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1797.degrees latitude (g = 980.6199 gals.).
 DD1797
 DD1797.The modeled gravity was interpolated from observed gravity values.
 DD1797
 DD1797;                    North         East    Units  Estimated Accuracy
 DD1797;SPC SC       -   238,750.      761,760.      MT  (+/- 180 meters Scaled)
 DD1797
 DD1797                          SUPERSEDED SURVEY CONTROL
 DD1797
 DD1797  NGVD 29 (03/21/89)   11.889  (m)           39.01   (f) ADJUSTED    1 2
 DD1797
 DD1797.Superseded values are not recommended for survey control.
 DD1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1797.See file dsdata.txt to determine how the superseded data were derived.
 DD1797
 DD1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT521606(NAD 83)
 DD1797_MARKER: DD = SURVEY DISK
 DD1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1797_SP_SET: CONCRETE POST
 DD1797_STAMPING: SC 1 2-TT- 30-A/14/16 1943
 DD1797_MARK LOGO: USE   
 DD1797_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1797+STABILITY: SURFACE MOTION
 DD1797
 DD1797  HISTORY     - Date     Condition        Report By
 DD1797  HISTORY     - 1943     MONUMENTED       USE
 DD1797  HISTORY     - 1986     GOOD             SCGS
 DD1797  HISTORY     - 20011030 MARK NOT FOUND   SCGS
 DD1797
 DD1797                          STATION DESCRIPTION
 DD1797
 DD1797'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1797'26.2 KM (16.3 MI) SSW FROM MULLINS.
 DD1797'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1797'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1797'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1797'CONTINUE 5.0 KM (3.1 MI) SOUTHERLY ALONG HIGHWAY 41, SET NEAR A POWER
 DD1797'POLE 236-1/BT81 WITH TWO GUY WIRES AND IN LINE WITH THE EAST NORTHEAST
 DD1797'EDGE OF STATE ROAD 515, 13.5 METERS (44.3 FT) EAST SOUTHEAST OF THE
 DD1797'CENTER OF THE HIGHWAY, 2.3 METERS (7.5 FT) EAST NORTHEAST OF THE
 DD1797'EXTENDED CENTER OF THE ROAD, 9.5 METERS (31.2 FT) SOUTH SOUTHWEST OF
 DD1797'THE POWER POLE, 2.18 METERS (7.2 FT) EAST OF THE NORTHEAST LEG OF A
 DD1797'ROAD SIGN (DOUBLE-HEADED ARROW) WITH A ROAD NUMBER SIGN ON TOP.
 DD1797'THE MARK IS 2.18 METERS  E FROM  A WITNESS POST
 DD1797'THE MARK IS 1.00 M BELOW THE HIGHWAY.
 DD1797
 DD1797                          STATION RECOVERY (2001)
 DD1797
 DD1797'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1797'NOT RECOVERED, MEASUREMENTS LED TO A MASS OF CONCRETE, PRESUMED
 DD1797'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1966 ***********************************************************************
 DE1966  DESIGNATION -  120
 DE1966  PID         -  DE1966
 DE1966  STATE/COUNTY-  SC/CLARENDON
 DE1966  USGS QUAD   -  EUTAWVILLE (1979)
 DE1966
 DE1966                         *CURRENT SURVEY CONTROL
 DE1966  ___________________________________________________________________
 DE1966* NAD 83(2001)-  33 29 43.22927(N)    080 16 11.15986(W)     ADJUSTED  
 DE1966* NAVD 88     -        23.90   (+/-2cm)      78.4    (feet)  VERTCON   
 DE1966  ___________________________________________________________________
 DE1966  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DE1966  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 DE1966
 DE1966  HORZ ORDER  -  SECOND
 DE1966  VERT ORDER  -  THIRD ? (See Below)
 DE1966
 DE1966.The horizontal coordinates were established by classical geodetic methods
 DE1966.and adjusted by the National Geodetic Survey in March 2004..
 DE1966
 DE1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1966.The vertical order pertains to the NGVD 29 superseded value.
 DE1966
 DE1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1966
 DE1966.The geoid height was determined by GEOID03.
 DE1966
 DE1966;                    North         East     Units Scale Factor Converg.
 DE1966;SPC SC       -   184,550.391   677,444.521   MT  0.99979824   +0 24 17.4
 DE1966;SPC SC       -   605,480.29  2,222,587.01   iFT  0.99979824   +0 24 17.4
 DE1966;UTM  17      - 3,706,441.293   567,832.357   MT  0.99965673   +0 24 10.8
 DE1966
 DE1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1966!SPC SC       -   1.00000124  x   0.99979824  =   0.99979948
 DE1966!UTM  17      -   1.00000124  x   0.99965673  =   0.99965796
 DE1966
 DE1966                          SUPERSEDED SURVEY CONTROL
 DE1966
 DE1966  NAD 83(1986)-  33 29 43.23977(N)    080 16 11.15923(W) AD(       ) 2
 DE1966  NAD 27      -  33 29 42.64950(N)    080 16 11.84904(W) AD(       ) 2
 DE1966  NGVD 29 (07/19/86)   24.20   (m)           79.4    (f) LEVELING    3  
 DE1966
 DE1966.Superseded values are not recommended for survey control.
 DE1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1966.See file dsdata.txt to determine how the superseded data were derived.
 DE1966
 DE1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT6783206441(NAD 83)
 DE1966_MARKER: DD = SURVEY DISK
 DE1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1966_STAMPING: 1977 120
 DE1966_MARK LOGO: SCPA  
 DE1966_PROJECTION: FLUSH
 DE1966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1966+STABILITY: SURFACE MOTION
 DE1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1966+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 DE1966
 DE1966  HISTORY     - Date     Condition        Report By
 DE1966  HISTORY     - 1982     MONUMENTED       SCPA
 DE1966  HISTORY     - 20041011 GOOD             SCGS
 DE1966
 DE1966                          STATION DESCRIPTION
 DE1966
 DE1966'DESCRIBED BY SOUTH CAROLINA POWER AUTHORITY 1982 (MJH)
 DE1966'NO UNDERGROUND MARK WAS SET.
 DE1966'
 DE1966'THE STATION IS LOCATED ABOUT (8.5 MI) NORTHEAST OF NORTH SANTEE, (9
 DE1966'MI) SOUTH OF DAVIS STATION, IN SANTEE NATIONAL WILDLIFE REFUGE NEAR
 DE1966'THE WATER (2. MI) SOUTHEAST OF LOG JAM LANDING, (2 MI) SOUTHWEST OF
 DE1966'POTATO CREEK LANDING OWNERSHIP--THE STATE OF SOUTH CAROLINA, CONTACT
 DE1966'MR. GEORGE WEATHERS PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA,
 DE1966'S.C. 29202.
 DE1966'
 DE1966'TO REACH THE STATION FROM POST OFFICE IN DAVIS STATION GO SOUTH ON
 DE1966'S-14-64 FOR (4.7 MI) TO A SIDE ROAD RIGHT S-14-260 TURN RIGHT WEST
 DE1966'FOR (1.95 MI) TO A DIRT ROAD LEFT AND GATE TURN LEFT AND PASS THROUGH
 DE1966'GATE GO FOR (2.3 MI) TO A INTERSECTION OF 4 DIRT ROADS TURN LEFT
 DE1966'EASTERLY FOR (0.35 MI) TO MARK ON THE RIGHT.
 DE1966'
 DE1966'THE STATION IS A STANDARD SOUTH CAROLINA POWER AUTHORITY DISK STAMPED
 DE1966'---NO 120 1977--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 9
 DE1966'INCHES ON SIDE FLUSH WITH THE GROUND LOCATED 1.585 METERS S FROM
 DE1966'APPROX CENTER OF DIRT ROAD AND 1.402 METERS N FROM METAL WITNESS POST.
 DE1966
 DE1966                          STATION RECOVERY (2004)
 DE1966
 DE1966'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1966'STATION IS LOCATED 9.1 MILES SOUTH SOUTHEAST OF SUMMERTON, 14.15 MILES
 DE1966'SOUTH  SOUTHWEST OF MANNING. OWNERSHIP--SANTEE COOPER NATIONAL
 DE1966'WILDLIFE REFUGE CUDDO  UNIT, 2125 FORT WATSON ROAD, SUMMERTON, SC
 DE1966'29148, PHONE 803-478-2217.  TO REACH THE STATION FROM THE JUNCTION
 DE1966'OVERPASS OF INTERSTATE 95 (EXIT 108) AND STATE  ROAD 102 (BLUFF
 DE1966'BOULEVARD),  1.3 MILES SOUTH OF SUMMERTON, GO SOUTH ON ROAD 102 FOR
 DE1966'1.65 MILES TO THE JUNCTION OF STATE ROAD 127 (BILL DAVIS ROAD), TURN
 DE1966'LEFT ON ROAD 127 FOR  1.45 MILES TO THE JUNCTION OF STATE ROAD 38
 DE1966'(WASH DAVIS ROAD), CONTINUE ON ROAD 127 FOR  0.55 MILE TO THE JUNCTION
 DE1966'OF STATE ROAD 559 (ROGERS ROAD), TURN RIGHT ON ROAD 559 FOR  3.5 MILES
 DE1966'TO A T-JUNCTION OF STATE ROADS 715 LEFT AND 559 RIGHT, TURN RIGHT ON
 DE1966'ROAD 559  FOR 0.45 MILE TO THE T-JUNCTION OF STATE ROAD 260 (GREENALL
 DE1966'ROAD), TURN RIGHT ON ROAD  260 FOR 0.1 MILE TO AN ENTRANCE LEFT TO
 DE1966'SANTEE NATIONAL WILDLIFE REFUGE CUDDO UNIT,  TURN LEFT ON A FIELD ROAD
 DE1966'PASSING THROUGH A GATE AND CONTINUE SOUTH ON THE FIELD  ROAD FOR 2.3
 DE1966'MILES TO A FIELD ROAD LEFT AND A LIMITED ACCESS ROAD AHEAD, TURN LEFT
 DE1966'ON  THE FIELD ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT IN A
 DE1966'WOODED AREA. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DE1966'LEVEL WITH THE GRAVEL  ROAD, 8.5 FEET SOUTH OF THE CENTER OF THE ROAD,
 DE1966'4.1 FEET NORTH OF A METAL  WITNESS POST, 3.3 FEET NORTH OF A
 DE1966'FIBERGLASS WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY
 DE1966'STATION WILD. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1685 ***********************************************************************
 DE1685  DESIGNATION -  121
 DE1685  PID         -  DE1685
 DE1685  STATE/COUNTY-  SC/CLARENDON
 DE1685  USGS QUAD   -  JORDAN (1987)
 DE1685
 DE1685                         *CURRENT SURVEY CONTROL
 DE1685  ___________________________________________________________________
 DE1685* NAD 83(1986)-  33 36 22.     (N)    080 12 34.     (W)     SCALED    
 DE1685* NAVD 88     -        36.576  (meters)     120.00   (feet)  ADJUSTED  
 DE1685  ___________________________________________________________________
 DE1685  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DE1685  DYNAMIC HT  -          36.538 (meters)     119.88  (feet)  COMP
 DE1685  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 DE1685
 DE1685  VERT ORDER  -  FIRST     CLASS II
 DE1685
 DE1685.The horizontal coordinates were scaled from a topographic map and have
 DE1685.an estimated accuracy of +/- 6 seconds.
 DE1685
 DE1685.The orthometric height was determined by differential leveling
 DE1685.and adjusted by the National Geodetic Survey in June 1991..
 DE1685
 DE1685.The geoid height was determined by GEOID03.
 DE1685
 DE1685.The dynamic height is computed by dividing the NAVD 88
 DE1685.geopotential number by the normal gravity value computed on the
 DE1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1685.degrees latitude (g = 980.6199 gals.).
 DE1685
 DE1685.The modeled gravity was interpolated from observed gravity values.
 DE1685
 DE1685;                    North         East    Units  Estimated Accuracy
 DE1685;SPC SC       -   196,880.      682,960.      MT  (+/- 180 meters Scaled)
 DE1685
 DE1685                          SUPERSEDED SURVEY CONTROL
 DE1685
 DE1685  NGVD 29 (03/21/89)   36.871  (m)          120.97   (f) ADJUSTED    1 2
 DE1685
 DE1685.Superseded values are not recommended for survey control.
 DE1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1685.See file dsdata.txt to determine how the superseded data were derived.
 DE1685
 DE1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT733187(NAD 83)
 DE1685_MARKER: DD = SURVEY DISK
 DE1685_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1685_SP_SET: SHALLOW-SET PIPE
 DE1685_STAMPING: 121 1919
 DE1685_MARK LOGO: USGS  
 DE1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1685
 DE1685  HISTORY     - Date     Condition        Report By
 DE1685  HISTORY     - 1919     MONUMENTED       USGS
 DE1685  HISTORY     - 1984     GOOD             SCGS
 DE1685  HISTORY     - 20041011 MARK NOT FOUND   SCGS
 DE1685
 DE1685                          STATION DESCRIPTION
 DE1685
 DE1685'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1685'IN JORDAN.
 DE1685'IN JORDAN CROSSROAD, APPROXIMATELY 260 FEET WEST OF STATE HIGHWAY 260,
 DE1685'SET NEAR A LONE MAGNOLIA TREE IN THE FRONT YARD OF A SMALL ONE-STORY
 DE1685'WOOD HOUSE, 17.98 METERS (59.0 FEET) NORTH OF THE CENTERLINE OF COUNTY
 DE1685'ROAD S-14-25, 11.25 METERS (36.9 FEET) EAST OF THE APPROXIMATE CENTER
 DE1685'OF A SAND ROAD LEADING NORTH, 13.62 METERS (44.7 FEET) SOUTH-SOUTHEAST
 DE1685'OF THE SOUTHWEST CORNER OF THE HOUSE, 17.83 METERS (58.5 FEET)
 DE1685'WEST-SOUTHWEST OF A POWER POLE WITH A YARD LIGHT, 2.68 METERS (8.8
 DE1685'FEET) SOUTH-SOUTHWEST OF THE MAGNOLIA TREE, AND SET ON THE TOP OF A
 DE1685'SHALLOW-SET PIPE FLUSH WITH THE GROUND.
 DE1685
 DE1685                          STATION RECOVERY (2004)
 DE1685
 DE1685'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1685'NOT RECOVERED, A 15 MINUTE SEARCH WAS CONDUCTED,  DISTANCES PULLED, A
 DE1685'RESOURCE GRADE  GPS RECEIVER CAPABLE OF RECEIVING REAL TIME GPS
 DE1685'CORRECTIONS FROM A BEACON WAS USED TO  LOCATE THIS STATION WITH NO
 DE1685'RESULTS, AREA NOW EXCAVATED DUE TO HOME DEMOLITION.  PRESUMED
 DE1685'DESTROYED.  RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7121 ***********************************************************************
 AI7121  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7121  DESIGNATION -  12500A
 AI7121  PID         -  AI7121
 AI7121  STATE/COUNTY-  SC/LEXINGTON
 AI7121  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AI7121
 AI7121                         *CURRENT SURVEY CONTROL
 AI7121  ___________________________________________________________________
 AI7121* NAD 83(2001)-  33 58 01.61127(N)    081 04 53.89123(W)     ADJUSTED  
 AI7121* NAVD 88     -        77.99   (meters)     255.9    (feet)  GPS OBS   
 AI7121  ___________________________________________________________________
 AI7121  X           -     820,920.208 (meters)                     COMP
 AI7121  Y           -  -5,231,316.782 (meters)                     COMP
 AI7121  Z           -   3,543,448.066 (meters)                     COMP
 AI7121  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AI7121  ELLIP HEIGHT-          46.92  (meters)          (05/06/05) GPS OBS
 AI7121  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AI7121
 AI7121  HORZ ORDER  -  FIRST
 AI7121  ELLP ORDER  -  FOURTH    CLASS II
 AI7121
 AI7121.The horizontal coordinates were established by GPS observations
 AI7121.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AI7121
 AI7121.The orthometric height was determined by GPS observations and a
 AI7121.high-resolution geoid model using precise GPS observation and
 AI7121.processing techniques.
 AI7121
 AI7121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7121
 AI7121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7121
 AI7121.The ellipsoidal height was determined by GPS observations
 AI7121.and is referenced to NAD 83.
 AI7121
 AI7121.The geoid height was determined by GEOID03.
 AI7121
 AI7121;                    North         East     Units Scale Factor Converg.
 AI7121;SPC SC       -   236,630.939   602,056.585   MT  0.99980711   -0 02 42.9
 AI7121;SPC SC       -   776,348.23  1,975,251.26   iFT  0.99980711   -0 02 42.9
 AI7121;UTM  17      - 3,758,512.682   492,458.146   MT  0.99960070   -0 02 44.2
 AI7121
 AI7121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7121!SPC SC       -   0.99999263  x   0.99980711  =   0.99979975
 AI7121!UTM  17      -   0.99999263  x   0.99960070  =   0.99959334
 AI7121
 AI7121:                Primary Azimuth Mark                     Grid Az
 AI7121:SPC SC       -  12500B                                   218 40 09.1
 AI7121:UTM  17      -  12500B                                   218 40 10.4
 AI7121
 AI7121|---------------------------------------------------------------------|
 AI7121| PID    Reference Object                     Distance      Geod. Az  |
 AI7121|                                                           dddmmss.s |
 AI7121| AI7119 12500B                              407.368 METERS 2183726.2 |
 AI7121|---------------------------------------------------------------------|
 AI7121
 AI7121                          SUPERSEDED SURVEY CONTROL
 AI7121
 AI7121  NAD 83(2001)-  33 58 01.61060(N)    081 04 53.89114(W) AD(       ) 1
 AI7121  ELLIP H (03/13/03)   46.94   (m)                       GP(       ) 4 2
 AI7121  NAD 83(1995)-  33 58 01.61065(N)    081 04 53.89113(W) AD(       ) 1
 AI7121  ELLIP H (09/08/00)   46.92   (m)                       GP(       ) 3 1
 AI7121  NAD 83(1986)-  33 58 01.62560(N)    081 04 53.89210(W) AD(       ) 1
 AI7121
 AI7121.Superseded values are not recommended for survey control.
 AI7121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7121.See file dsdata.txt to determine how the superseded data were derived.
 AI7121
 AI7121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9245858513(NAD 83)
 AI7121_MARKER: DD = SURVEY DISK
 AI7121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7121_STAMPING: 12500A 1994
 AI7121_MARK LOGO: SCDOT 
 AI7121_PROJECTION: RECESSED 3 CENTIMETERS
 AI7121_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7121+STABILITY: SURFACE MOTION
 AI7121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7121+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AI7121
 AI7121  HISTORY     - Date     Condition        Report By
 AI7121  HISTORY     - 1997     MONUMENTED       SCDOT
 AI7121  HISTORY     - 20040628 GOOD             SCGS
 AI7121
 AI7121                          STATION DESCRIPTION
 AI7121
 AI7121'DESCRIBED BY SC DEPT OF TRANSP 1997 (DGB)
 AI7121'STATION IS LOCATED 1.55 MILES (2.49 KM) EAST NORTHEAST OF SPRINGDALE
 AI7121'AND 2.4 MILES (3.9 KM) SOUTHWEST OF WEST COLUMBIA.  OWNERSHIP--SCDOT,
 AI7121'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI7121'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AI7121'INTERSTATE 26 AND STATE HIGHWAY 302 (AIRPORT BOULVARD) , 0.8 MILE (1.3
 AI7121'KM) SOUTHEAST OF SPRINGDALE, GO NORTHEAST ON STATE HIGHWAY 302 FOR
 AI7121'0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 165 (MEMORIAL DR) ,
 AI7121'CONTINUE ON HIGHWAY 302 FOR 0.38 MILE (0.61 KM) TO THE STATION ON THE
 AI7121'LEFT IN THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 166 (GLENN ST) .
 AI7121'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AI7121'HIGHWAY, 19.6 FEET (6.0 M) NORTHWEST OF THE CENTER OF THE NORTH BOUND
 AI7121'LANES OF HIGHWAY 302, 38.9 FEET (11.9 M) SOUTHWEST OF THE CENTER OF
 AI7121'ROAD 165, 18.9 FEET (5.8 M) SOUTHWEST OF A TRAFFIC LIGHT SUPPORT POLE
 AI7121'WITH THREE GUY WIRES, 3.0 FEET (0.9 M) EAST SOUTHEAST OF A WITNESS
 AI7121'POST.
 AI7121
 AI7121                          STATION RECOVERY (2004)
 AI7121
 AI7121'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AI7121'STATION IS LOCATED 0.5 MILE WEST NORTHWEST OF CAYCE, 8.9 MILES EAST OF
 AI7121'LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AI7121'191, COLUMBIA, SC 29202,  PHONE 803-737-1350. TO REACH THE STATION
 AI7121'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT 113) AND  STATE
 AI7121'HIGHWAY 302, 0.9 MILE EAST SOUTHEAST OF SPRINGDALE, GO NORTHEAST ON
 AI7121'HIGHWAY 302  FOR 1.0 MILE TO THE STATION ON THE LEFT IN THE WEST ANGLE
 AI7121'OF THE JUNCTION OF STATE  ROAD 166 (GLENN STREET). STATION IS A
 AI7121'CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE HIGHWAY, 19.3 FEET
 AI7121'NORTHWEST OF THE CENTER OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY,
 AI7121'39.0 FEET  SOUTHWEST OF THE CENTER OF THE ROAD, 18.4 FEET SOUTHWEST OF
 AI7121'A POWER POLE WITH GUY  WIRE, 15.2 FEET SOUTH SOUTHWEST OF A PLASTIC
 AI7121'FENCE CORNER POST, 17.2 FEET SOUTHWEST OF  A MANHOLE COVER IN THE CURB
 AI7121'OF THE HIGHWAY, 7.9 FEET SOUTHEAST OF A WITNESS POST. NOTE-STATION IS
 AI7121'INTERVISIBLE WITH SURVEY STATION 12500B. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7119 ***********************************************************************
 AI7119  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7119  DESIGNATION -  12500B
 AI7119  PID         -  AI7119
 AI7119  STATE/COUNTY-  SC/LEXINGTON
 AI7119  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AI7119
 AI7119                         *CURRENT SURVEY CONTROL
 AI7119  ___________________________________________________________________
 AI7119* NAD 83(2001)-  33 57 51.28193(N)    081 05 03.79579(W)     ADJUSTED  
 AI7119* NAVD 88     -        79.24   (meters)     260.0    (feet)  GPS OBS   
 AI7119  ___________________________________________________________________
 AI7119  X           -     820,696.726 (meters)                     COMP
 AI7119  Y           -  -5,231,532.894 (meters)                     COMP
 AI7119  Z           -   3,543,184.809 (meters)                     COMP
 AI7119  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AI7119  ELLIP HEIGHT-          48.18  (meters)          (05/06/05) GPS OBS
 AI7119  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AI7119
 AI7119  HORZ ORDER  -  FIRST
 AI7119  ELLP ORDER  -  FOURTH    CLASS II
 AI7119
 AI7119.The horizontal coordinates were established by GPS observations
 AI7119.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AI7119
 AI7119.The orthometric height was determined by GPS observations and a
 AI7119.high-resolution geoid model using precise GPS observation and
 AI7119.processing techniques.
 AI7119
 AI7119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7119
 AI7119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7119
 AI7119.The ellipsoidal height was determined by GPS observations
 AI7119.and is referenced to NAD 83.
 AI7119
 AI7119.The geoid height was determined by GEOID03.
 AI7119
 AI7119;                    North         East     Units Scale Factor Converg.
 AI7119;SPC SC       -   236,312.941   601,802.101   MT  0.99980685   -0 02 48.4
 AI7119;SPC SC       -   775,304.92  1,974,416.34   iFT  0.99980685   -0 02 48.4
 AI7119;UTM  17      - 3,758,194.751   492,203.712   MT  0.99960075   -0 02 49.7
 AI7119
 AI7119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7119!SPC SC       -   0.99999244  x   0.99980685  =   0.99979929
 AI7119!UTM  17      -   0.99999244  x   0.99960075  =   0.99959319
 AI7119
 AI7119:                Primary Azimuth Mark                     Grid Az
 AI7119:SPC SC       -  12500A                                   038 40 09.1
 AI7119:UTM  17      -  12500A                                   038 40 10.4
 AI7119
 AI7119|---------------------------------------------------------------------|
 AI7119| PID    Reference Object                     Distance      Geod. Az  |
 AI7119|                                                           dddmmss.s |
 AI7119| AI7121 12500A                              407.368 METERS 0383720.7 |
 AI7119|---------------------------------------------------------------------|
 AI7119
 AI7119                          SUPERSEDED SURVEY CONTROL
 AI7119
 AI7119  NAD 83(2001)-  33 57 51.28149(N)    081 05 03.79583(W) AD(       ) 1
 AI7119  ELLIP H (03/13/03)   48.20   (m)                       GP(       ) 4 2
 AI7119  NAD 83(1995)-  33 57 51.28152(N)    081 05 03.79582(W) AD(       ) 1
 AI7119  ELLIP H (09/08/00)   48.20   (m)                       GP(       ) 3 1
 AI7119  NAD 83(1986)-  33 57 51.29637(N)    081 05 03.79636(W) AD(       ) 1
 AI7119
 AI7119.Superseded values are not recommended for survey control.
 AI7119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7119.See file dsdata.txt to determine how the superseded data were derived.
 AI7119
 AI7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9220458195(NAD 83)
 AI7119_MARKER: DD = SURVEY DISK
 AI7119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7119_STAMPING: 12500B 1994
 AI7119_MARK LOGO: SCDOT 
 AI7119_PROJECTION: RECESSED 3 CENTIMETERS
 AI7119_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7119+STABILITY: SURFACE MOTION
 AI7119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7119+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AI7119
 AI7119  HISTORY     - Date     Condition        Report By
 AI7119  HISTORY     - 1997     MONUMENTED       SCDOT
 AI7119  HISTORY     - 20040628 GOOD             SCGS
 AI7119
 AI7119                          STATION DESCRIPTION
 AI7119
 AI7119'DESCRIBED BY SC DEPT OF TRANSP 1997 (DGB)
 AI7119'STATION IS LOCATED 1.35 MILES (2.17 KM) EAST OF SPRINGDALE AND 2.65
 AI7119'MILES (4.26 KM) SOUTHWEST OF WEST COLUMBIA.  OWNERSHIP--SCDOT,
 AI7119'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI7119'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AI7119'INTERSTATE 26 AND STATE HIGHWAY 302 (AIRPORT BOULVARD) , 0.8 MILE (1.3
 AI7119'KM) SOUTHEAST OF SPRINGDALE, GO NORTHEAST ON STATE HIGHWAY 302 FOR
 AI7119'0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 165 (MEMORIAL DR) ,
 AI7119'CONTINUE ON HIGHWAY 302 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 AI7119'RIGHT NEAR THE CORNER OF A CHAIN LINK FENCE CORNER.  STATION IS A
 AI7119'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 21.0
 AI7119'FEET (6.4 M) SOUTHEAST OF THE CENTER OF THE SOUTH BOUND LANES OF
 AI7119'HIGHWAY 302, 5.0 FEET (1.5 M) WEST OF THE FENCE CORNER, 4.4 FEET (1.3
 AI7119'M) WEST OF A WITNESS POST.
 AI7119
 AI7119                          STATION RECOVERY (2004)
 AI7119
 AI7119'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AI7119'STATION IS LOCATED 0.6 MILE WEST OF CAYCE, 8.8 MILES EAST OF
 AI7119'LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AI7119'191, COLUMBIA, SC 29202,  PHONE 803-737-1350.
 AI7119' 
 AI7119'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 AI7119'113) AND  STATE HIGHWAY 302, 0.9 MILE EAST SOUTHEAST OF SPRINGDALE, GO
 AI7119'NORTHEAST ON HIGHWAY 302  FOR 0.75 MILE TO THE STATION ON THE RIGHT
 AI7119'NEAR A CHAIN LINK FENCE CORNER AND BETWEEN  TWO SETS OF OVERHEAD HIGH
 AI7119'TENSION WIRES.
 AI7119' 
 AI7119'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL WITH THE
 AI7119'HIGHWAY, 20.8 FEET  SOUTHEAST OF THE CENTER OF THE NORTHEAST BOUND
 AI7119'LANES OF THE HIGHWAY, 4.5 FEET  WEST OF THE METAL FENCE CORNER POST,
 AI7119'69.0 FEET SOUTHWEST OF A POWER POLE WITH A  SCGS REFERENCE WASHER
 AI7119'ATTACHED, 20.2 FEET SOUTHWEST OF A MANHOLE COVER IN THE  HIGHWAY
 AI7119'SHOULDER, 3.8 FEET WEST OF A WITNESS POST.
 AI7119' 
 AI7119'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 12500A.
 AI7119' 
 AI7119'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6689 ***********************************************************************
 AC6689  DESIGNATION -  12500C
 AC6689  PID         -  AC6689
 AC6689  STATE/COUNTY-  SC/LEXINGTON
 AC6689  USGS QUAD   -  LEXINGTON (1987)
 AC6689
 AC6689                         *CURRENT SURVEY CONTROL
 AC6689  ___________________________________________________________________
 AC6689* NAD 83(2001)-  33 55 36.13414(N)    081 07 38.80965(W)     ADJUSTED  
 AC6689* NAVD 88     -        66.794  (meters)     219.14   (feet)  ADJUSTED  
 AC6689  ___________________________________________________________________
 AC6689  X           -     817,121.898 (meters)                     COMP
 AC6689  Y           -  -5,234,435.432 (meters)                     COMP
 AC6689  Z           -   3,539,723.419 (meters)                     COMP
 AC6689  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AC6689  ELLIP HEIGHT-          35.73  (meters)          (05/06/05) GPS OBS
 AC6689  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 AC6689  DYNAMIC HT  -          66.725 (meters)     218.91  (feet)  COMP
 AC6689  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 AC6689
 AC6689  HORZ ORDER  -  FIRST
 AC6689  VERT ORDER  -  FIRST     CLASS II
 AC6689  ELLP ORDER  -  FOURTH    CLASS II
 AC6689
 AC6689.The horizontal coordinates were established by GPS observations
 AC6689.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6689
 AC6689.The orthometric height was determined by differential leveling
 AC6689.and adjusted by the National Geodetic Survey in May 1997..
 AC6689
 AC6689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6689
 AC6689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6689
 AC6689.The ellipsoidal height was determined by GPS observations
 AC6689.and is referenced to NAD 83.
 AC6689
 AC6689.The geoid height was determined by GEOID03.
 AC6689
 AC6689.The dynamic height is computed by dividing the NAVD 88
 AC6689.geopotential number by the normal gravity value computed on the
 AC6689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6689.degrees latitude (g = 980.6199 gals.).
 AC6689
 AC6689.The modeled gravity was interpolated from observed gravity values.
 AC6689
 AC6689;                    North         East     Units Scale Factor Converg.
 AC6689;SPC SC       -   232,153.727   597,818.038   MT  0.99980371   -0 04 14.4
 AC6689;SPC SC       -   761,659.21  1,961,345.27   iFT  0.99980371   -0 04 14.4
 AC6689;UTM  17      - 3,754,036.415   488,220.432   MT  0.99960171   -0 04 16.1
 AC6689
 AC6689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6689!SPC SC       -   0.99999439  x   0.99980371  =   0.99979810
 AC6689!UTM  17      -   0.99999439  x   0.99960171  =   0.99959610
 AC6689
 AC6689|---------------------------------------------------------------------|
 AC6689| PID    Reference Object                     Distance      Geod. Az  |
 AC6689|                                                           dddmmss.s |
 AC6689| AI7116 12500D                              372.765 METERS 29749     |
 AC6689|---------------------------------------------------------------------|
 AC6689
 AC6689                          SUPERSEDED SURVEY CONTROL
 AC6689
 AC6689  NAD 83(2001)-  33 55 36.13357(N)    081 07 38.80979(W) AD(       ) 1
 AC6689  ELLIP H (03/13/03)   35.75   (m)                       GP(       ) 4 2
 AC6689  NAD 83(1995)-  33 55 36.13361(N)    081 07 38.80978(W) AD(       ) 1
 AC6689  ELLIP H (09/08/00)   35.76   (m)                       GP(       ) 3 1
 AC6689  NAD 83(1986)-  33 55 36.14837(N)    081 07 38.80979(W) AD(       ) 1
 AC6689  NAVD 88 (08/15/00)   66.79   (m)          219.1    (f) LEVELING    3  
 AC6689
 AC6689.Superseded values are not recommended for survey control.
 AC6689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6689.See file dsdata.txt to determine how the superseded data were derived.
 AC6689
 AC6689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8822054036(NAD 83)
 AC6689_MARKER: DD = SURVEY DISK
 AC6689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6689_STAMPING: 12500C 1994
 AC6689_MARK LOGO: SCDOT 
 AC6689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6689+STABILITY: SURFACE MOTION
 AC6689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6689+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 AC6689
 AC6689  HISTORY     - Date     Condition        Report By
 AC6689  HISTORY     - 1995     MONUMENTED       SCDOT
 AC6689  HISTORY     - 19940816 GOOD             SCDOT
 AC6689  HISTORY     - 19951025 GOOD             SCGS
 AC6689  HISTORY     - 20040629 GOOD             SCGS
 AC6689
 AC6689                          STATION DESCRIPTION
 AC6689
 AC6689'DESCRIBED BY SC DEPT OF TRANSP 1994 (DGB)
 AC6689'STATION IS LOCATED 1.3 MILES (2.1 KM) NORTHEAST OF SOUTH CONGAREE.
 AC6689'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6689'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6689'JUNCTION OF STATE HIGHWAY 302 (EDMUND HWY) AND STATE ROAD S-32-103
 AC6689'(RAMBLIN RD) IN SOUTH CONGAREE, GO NORTHEAST ON STATE HIGHWAY 302 FOR
 AC6689'1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 72 (W.  DUNBAR RD)
 AC6689'LEFT AND STATE ROAD 72 (OLD DUNBAR RD) RIGHT, TURN LEFT ON STATE ROAD
 AC6689'72 FOR 0.33 MILE (0.53 KM) TO THE STATION ON THE RIGHT IN THE NORTH
 AC6689'ANGLE OF A GATED AIRPORT ACCESS ROAD RIGHT. STATION IS A CONCRETE POST
 AC6689'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 33.0 FEET (10.1
 AC6689'M) NORTHEAST OF THE CENTER OF ROAD 72, 52.6 FEET (16.0 M) NORTHWEST OF
 AC6689'THE CENTER OF THE ACCESS ROAD, 41.7 FEET (12.7 M) NORTHWEST OF THE
 AC6689'WEST END OF A 1.5 FOOT (0.5 M) CONCRETE PIPE CULVERT BENEATH THE
 AC6689'ACCESS ROAD, 11.0 FEET (3.4 M) SOUTH OF A CHAIN LINK FENCE, 42.3 FEET
 AC6689'(12.9 M) WEST NORTHWEST OF THE NORTHWEST GATE POST, 10.8 FEET (3.3 M)
 AC6689'WOUTHWEST OF A WITNESS POST.
 AC6689
 AC6689                          STATION RECOVERY (1995)
 AC6689
 AC6689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6689'STATION IS LOCATED 1.2 MILES (1.9 KM) NORTH NORTHEAST OF SOUTH
 AC6689'CONGAREE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 AC6689'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 AC6689'FROM THE JUNCTION OF INTERSTATE 26 AND STATE HIGHWAY 302 (EDMUND
 AC6689'HIGHWAY (EXIT 113) ), 4.6 MILES (7.4 KM) SOUTHWEST OF COLUMBIA, GO
 AC6689'SOUTHWEST ON HIGHWAY 302 FOR 2.85 MILES (4.59 KM) TO THE JUNCTION OF
 AC6689'STATE ROAD 72 (DUNBAR ROAD) , TURN RIGHT ON ROAD 72 FOR 0.3 MILE (0.5
 AC6689'KM) TO THE STATION NEAR A FENCE LINE IN THE NORTH ANGLE OF A PAVED
 AC6689'ROAD RIGHT LEADING TO THE COLUMBIA METRO AIRPORT PROPERTY. STATION IS
 AC6689'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AC6689'ROAD 72, 33.0 FEET (10.1 M) NORTHEAST OF THE CENTER OF ROAD 72, 52.8
 AC6689'FEET (16.1 M) NORTHWEST OF THE CENTER OF A GATED PAVED ROAD, 41.6 FEET
 AC6689'(12.7 M) NORTH NORTHWEST OF THE NORTHWEST END OF A 1.2-FOOT CONCRETE
 AC6689'PIPE CULVERT BENEATH A PAVED ROAD, 10.6 FEET (3.2 M) SOUTH SOUTHWEST
 AC6689'OF A WITNESS POST IN THE FENCE LINE. RECOVERED BY R.W.  ROBERTS.
 AC6689
 AC6689                          STATION RECOVERY (2004)
 AC6689
 AC6689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AC6689'STATION IS LOCATED 1.2 MILES NORTH NORTHEAST OF SOUTH CONGAREE, 7.3
 AC6689'MILES EAST  SOUTHEAST OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AC6689'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 AC6689'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE
 AC6689'HIGHWAY 302 AND INTERSTATE  26 (EXIT 113), 0.9 MILE EAST SOUTHEAST OF
 AC6689'SPRINGDALE, GO SOUTHWEST ON HIGHWAY 302 FOR  2.8 MILES TO THE JUNCTION
 AC6689'OF STATE ROAD 72 (DUNBAR ROAD), TURN RIGHT ON ROAD 72 FOR 0.3  MILE TO
 AC6689'THE STATION ON THE RIGHT NEAR A FENCE LINE IN THE NORTH ANGLE OF A
 AC6689'PAVED ROAD  LEADING TO COLUMBIA METROPOLITAN AIRPORT PROPERTY. STATION
 AC6689'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD,
 AC6689'33.1 FEET NORTHEAST OF THE CENTER OF THE ROAD, 10.8 FEET SOUTHWEST OF
 AC6689'A  FENCE LINE, 41.2 FEET NORTH NORTHWEST OF THE NORTHWEST END OF A
 AC6689'1.5-FOOT  CONCRETE PIPE CULVERT BENEATH THE AIRPORT ACCESS ROAD, 42.3
 AC6689'FEET WEST  NORTHWEST OF THE NORTHWEST ONE OF TWO GATE POSTS FOR GATE
 AC6689'NUMBER 49, 10.7  FEET SOUTHWEST OF A WITNESS POST. RECOVERED BY J.B.
 AC6689'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7116 ***********************************************************************
 AI7116  DESIGNATION -  12500D
 AI7116  PID         -  AI7116
 AI7116  STATE/COUNTY-  SC/LEXINGTON
 AI7116  USGS QUAD   -  LEXINGTON (1987)
 AI7116
 AI7116                         *CURRENT SURVEY CONTROL
 AI7116  ___________________________________________________________________
 AI7116* NAD 83(2001)-  33 55 41.78024(N)    081 07 51.64562(W)     ADJUSTED  
 AI7116* NAVD 88     -        77.1    (meters)     253.     (feet)  GPS OBS   
 AI7116  ___________________________________________________________________
 AI7116  X           -     816,782.506 (meters)                     COMP
 AI7116  Y           -  -5,234,398.804 (meters)                     COMP
 AI7116  Z           -   3,539,873.532 (meters)                     COMP
 AI7116  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AI7116  ELLIP HEIGHT-          46.06  (meters)          (03/13/03) GPS OBS
 AI7116  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AI7116
 AI7116  HORZ ORDER  -  FIRST
 AI7116  ELLP ORDER  -  FOURTH    CLASS II
 AI7116
 AI7116.The horizontal coordinates were established by GPS observations
 AI7116.and adjusted by the National Geodetic Survey in March 2003..
 AI7116
 AI7116.The orthometric height was determined by GPS observations and a
 AI7116.high-resolution geoid model.
 AI7116
 AI7116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7116
 AI7116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7116
 AI7116.The ellipsoidal height was determined by GPS observations
 AI7116.and is referenced to NAD 83.
 AI7116
 AI7116.The geoid height was determined by GEOID03.
 AI7116
 AI7116;                    North         East     Units Scale Factor Converg.
 AI7116;SPC SC       -   232,328.069   597,488.638   MT  0.99980383   -0 04 21.5
 AI7116;SPC SC       -   762,231.20  1,960,264.56   iFT  0.99980383   -0 04 21.5
 AI7116;UTM  17      - 3,754,210.725   487,891.100   MT  0.99960181   -0 04 23.3
 AI7116
 AI7116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7116!SPC SC       -   0.99999277  x   0.99980383  =   0.99979660
 AI7116!UTM  17      -   0.99999277  x   0.99960181  =   0.99959458
 AI7116
 AI7116|---------------------------------------------------------------------|
 AI7116| PID    Reference Object                     Distance      Geod. Az  |
 AI7116|                                                           dddmmss.s |
 AI7116| AC6689 12500C                              372.765 METERS 11749     |
 AI7116|---------------------------------------------------------------------|
 AI7116
 AI7116                          SUPERSEDED SURVEY CONTROL
 AI7116
 AI7116  NAD 83(1995)-  33 55 41.78027(N)    081 07 51.64561(W) AD(       ) 1
 AI7116  ELLIP H (09/08/00)   46.07   (m)                       GP(       ) 3 1
 AI7116  NAD 83(1986)-  33 55 41.79504(N)    081 07 51.64568(W) AD(       ) 1
 AI7116
 AI7116.Superseded values are not recommended for survey control.
 AI7116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7116.See file dsdata.txt to determine how the superseded data were derived.
 AI7116
 AI7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8789154211(NAD 83)
 AI7116_MARKER: DD = SURVEY DISK
 AI7116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7116_STAMPING: 12500D
 AI7116_MARK LOGO: SCDOT 
 AI7116_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7116+STABILITY: SURFACE MOTION
 AI7116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7116+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI7116
 AI7116  HISTORY     - Date     Condition        Report By
 AI7116  HISTORY     - 1997     MONUMENTED       SCDOT
 AI7116  HISTORY     - 20020108 MARK NOT FOUND   SCGS
 AI7116
 AI7116                          STATION DESCRIPTION
 AI7116
 AI7116'DESCRIBED BY SC DEPT OF TRANSP 1997 (DGB)
 AI7116'STATION IS LOCATED 1.3 MILES (2.1 KM) NORTHEAST OF SOUTH CONGAREE.
 AI7116'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI7116'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI7116'JUNCTION OF STATE HIGHWAY 302 (EDMUND HWY) AND STATE ROAD S-32-103
 AI7116'(RAMBLIN RD) IN SOUTH CONGAREE, GO NORTHEAST ON STATE HIGHWAY 302 FOR
 AI7116'1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 72 (W.  DUNBAR RD)
 AI7116'LEFT AND STATE ROAD 72 (OLD DUNBAR RD) RIGHT, TURN LEFT ON STATE ROAD
 AI7116'72 FOR 0.58 MILE (0.93 KM) TO THE STATION ON THE RIGHT.  STATION IS A
 AI7116'CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M) ABOVE THE
 AI7116'HIGHWAY, 26.2 FEET (8.0 M) NORTHEAST OF THE CENTER OF THE ROAD, 157.7
 AI7116'FEET (48.1 M) NORTHWEST OF A POWER POLE, 146.0 FEET (44.5 M) SOUTHEAST
 AI7116'OF A POWER POLE WITH A METER AND FOUR GUY WIRES AND A TRANSFORMER,
 AI7116'60.7 FEET (18.5 M) NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER
 AI7116'1131/7A, 0.9 FEET (27.4 CM) SOUTHWEST OF A WITNESS POST.
 AI7116
 AI7116                          STATION RECOVERY (2002)
 AI7116
 AI7116'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AI7116'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 AI7116'OF  RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 AI7116'LOCATE THIS  STATION WITH NO RESULTS, PRESUMED DESTROYED.
 AI7116' 
 AI7116'RECOVERY BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7118 ***********************************************************************
 AI7118  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7118  DESIGNATION -  12500E
 AI7118  PID         -  AI7118
 AI7118  STATE/COUNTY-  SC/LEXINGTON
 AI7118  USGS QUAD   -  LEXINGTON (1987)
 AI7118
 AI7118                         *CURRENT SURVEY CONTROL
 AI7118  ___________________________________________________________________
 AI7118* NAD 83(2001)-  33 53 47.30410(N)    081 09 11.40446(W)     ADJUSTED  
 AI7118* NAVD 88     -        95.31   (meters)     312.7    (feet)  GPS OBS   
 AI7118  ___________________________________________________________________
 AI7118  X           -     815,063.373 (meters)                     COMP
 AI7118  Y           -  -5,236,673.666 (meters)                     COMP
 AI7118  Z           -   3,536,956.497 (meters)                     COMP
 AI7118  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AI7118  ELLIP HEIGHT-          64.26  (meters)          (05/06/05) GPS OBS
 AI7118  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AI7118
 AI7118  HORZ ORDER  -  FIRST
 AI7118  ELLP ORDER  -  FOURTH    CLASS II
 AI7118
 AI7118.The horizontal coordinates were established by GPS observations
 AI7118.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AI7118
 AI7118.The orthometric height was determined by GPS observations and a
 AI7118.high-resolution geoid model using precise GPS observation and
 AI7118.processing techniques.
 AI7118
 AI7118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7118
 AI7118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7118
 AI7118.The ellipsoidal height was determined by GPS observations
 AI7118.and is referenced to NAD 83.
 AI7118
 AI7118.The geoid height was determined by GEOID03.
 AI7118
 AI7118;                    North         East     Units Scale Factor Converg.
 AI7118;SPC SC       -   228,804.423   595,435.290   MT  0.99980148   -0 05 05.7
 AI7118;SPC SC       -   750,670.68  1,953,527.85   iFT  0.99980148   -0 05 05.7
 AI7118;UTM  17      - 3,750,687.803   485,838.133   MT  0.99960247   -0 05 07.5
 AI7118
 AI7118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7118!SPC SC       -   0.99998991  x   0.99980148  =   0.99979139
 AI7118!UTM  17      -   0.99998991  x   0.99960247  =   0.99959239
 AI7118
 AI7118:                Primary Azimuth Mark                     Grid Az
 AI7118:SPC SC       -  12500F                                   224 19 40.6
 AI7118:UTM  17      -  12500F                                   224 19 42.4
 AI7118
 AI7118|---------------------------------------------------------------------|
 AI7118| PID    Reference Object                     Distance      Geod. Az  |
 AI7118|                                                           dddmmss.s |
 AI7118| AI7117 12500F                              444.562 METERS 2241434.9 |
 AI7118|---------------------------------------------------------------------|
 AI7118
 AI7118                          SUPERSEDED SURVEY CONTROL
 AI7118
 AI7118  NAD 83(2001)-  33 53 47.30396(N)    081 09 11.40424(W) AD(       ) 1
 AI7118  ELLIP H (03/13/03)   64.28   (m)                       GP(       ) 4 2
 AI7118  NAD 83(1995)-  33 53 47.30395(N)    081 09 11.40420(W) AD(       ) 1
 AI7118  ELLIP H (09/08/00)   64.29   (m)                       GP(       ) 3 1
 AI7118  NAD 83(1986)-  33 53 47.31859(N)    081 09 11.40442(W) AD(       ) 1
 AI7118
 AI7118.Superseded values are not recommended for survey control.
 AI7118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7118.See file dsdata.txt to determine how the superseded data were derived.
 AI7118
 AI7118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8583850688(NAD 83)
 AI7118_MARKER: DD = SURVEY DISK
 AI7118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7118_STAMPING: 12500E 1994
 AI7118_MARK LOGO: SCDOT 
 AI7118_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7118+STABILITY: SURFACE MOTION
 AI7118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7118+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2001
 AI7118
 AI7118  HISTORY     - Date     Condition        Report By
 AI7118  HISTORY     - 1997     MONUMENTED       SCDOT
 AI7118  HISTORY     - 20011211 GOOD             SCGS
 AI7118
 AI7118                          STATION DESCRIPTION
 AI7118
 AI7118'DESCRIBED BY SC DEPT OF TRANSP 1997 (DGB)
 AI7118'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTHWEST OF SOUTH CONGAREE.
 AI7118'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI7118'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI7118'JUNCTION OF STATE HIGHWAY 302 (EDMUND HWY) AND STATE ROAD S-32-103
 AI7118'(RAMBUN RD) IN SOUTH CONGAREE, GO SOUTHWEST ON STATE HIGHWAY 302 FOR
 AI7118'1.4 MILES (2.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 AI7118'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 AI7118'THE HIGHWAY, 26.8 FEET (8.2 M) NORHTEAST OF A CEDAR FENCE POST, 32.4
 AI7118'FEET (9.9 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 7.0 FEET (2.1 M)
 AI7118'SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 6.3 FEET (1.9 M) SOUTHEAST
 AI7118'OF A WITNESS POST.
 AI7118
 AI7118                          STATION RECOVERY (2001)
 AI7118
 AI7118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AI7118'STATION IS LOCATED 1.4 MILES SOUTHWEST OF SOUTH CONGAREE, 7.5 MILES
 AI7118'SOUTHEAST OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AI7118'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 AI7118'803-737-1350.
 AI7118' 
 AI7118'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 6 AND
 AI7118'302, 7.2 MILES  NORTH NORTHEAST OF PELION, GO NORTH NORTHEAST ON
 AI7118'HIGHWAY 302 FOR 3.65 MILES TO THE  JUNCTION OF STATE ROADS 1287 AND
 AI7118'1787 (PRINCETON ROAD), CONTINUE ON HIGHWAY 302 FOR  0.15 MILE TO
 AI7118'STATION ON THE LEFT NEAR A POWER POLE.
 AI7118' 
 AI7118'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 0.5 FOOT ABOVE THE
 AI7118'HIGHWAY, 31.8  FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.9 FEET
 AI7118'SOUTHEAST OF THE POWER  POLE WITH GUY WIRE, 26.8 FEET EAST NORTHEAST
 AI7118'OF A WOOD FENCE POST WITH A SCGS  REFERENCE WASHER ATTACHED, 120.3
 AI7118'FEET SOUTHWEST OF A POWER POLE WITH A SECURITY  LIGHT, 6.3 FEET
 AI7118'SOUTHEAST OF A WITNESS POST.
 AI7118' 
 AI7118'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 12500 F.
 AI7118' 
 AI7118'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 AI7118' 
 AI7118'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7117 ***********************************************************************
 AI7117  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7117  DESIGNATION -  12500F
 AI7117  PID         -  AI7117
 AI7117  STATE/COUNTY-  SC/LEXINGTON
 AI7117  USGS QUAD   -  LEXINGTON (1987)
 AI7117
 AI7117                         *CURRENT SURVEY CONTROL
 AI7117  ___________________________________________________________________
 AI7117* NAD 83(2001)-  33 53 36.96750(N)    081 09 23.47606(W)     ADJUSTED  
 AI7117* NAVD 88     -       104.62   (meters)     343.2    (feet)  GPS OBS   
 AI7117  ___________________________________________________________________
 AI7117  X           -     814,785.391 (meters)                     COMP
 AI7117  Y           -  -5,236,904.503 (meters)                     COMP
 AI7117  Z           -   3,536,697.331 (meters)                     COMP
 AI7117  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AI7117  ELLIP HEIGHT-          73.58  (meters)          (05/06/05) GPS OBS
 AI7117  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AI7117
 AI7117  HORZ ORDER  -  FIRST
 AI7117  ELLP ORDER  -  FOURTH    CLASS II
 AI7117
 AI7117.The horizontal coordinates were established by GPS observations
 AI7117.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AI7117
 AI7117.The orthometric height was determined by GPS observations and a
 AI7117.high-resolution geoid model using precise GPS observation and
 AI7117.processing techniques.
 AI7117
 AI7117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7117
 AI7117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7117
 AI7117.The ellipsoidal height was determined by GPS observations
 AI7117.and is referenced to NAD 83.
 AI7117
 AI7117.The geoid height was determined by GEOID03.
 AI7117
 AI7117;                    North         East     Units Scale Factor Converg.
 AI7117;SPC SC       -   228,486.467   595,124.708   MT  0.99980129   -0 05 12.4
 AI7117;SPC SC       -   749,627.52  1,952,508.88   iFT  0.99980129   -0 05 12.4
 AI7117;UTM  17      - 3,750,369.913   485,527.610   MT  0.99960258   -0 05 14.2
 AI7117
 AI7117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7117!SPC SC       -   0.99998845  x   0.99980129  =   0.99978974
 AI7117!UTM  17      -   0.99998845  x   0.99960258  =   0.99959103
 AI7117
 AI7117:                Primary Azimuth Mark                     Grid Az
 AI7117:SPC SC       -  12500E                                   044 19 40.5
 AI7117:UTM  17      -  12500E                                   044 19 42.3
 AI7117
 AI7117|---------------------------------------------------------------------|
 AI7117| PID    Reference Object                     Distance      Geod. Az  |
 AI7117|                                                           dddmmss.s |
 AI7117| AI7118 12500E                              444.562 METERS 0441428.1 |
 AI7117|---------------------------------------------------------------------|
 AI7117
 AI7117                          SUPERSEDED SURVEY CONTROL
 AI7117
 AI7117  NAD 83(2001)-  33 53 36.96727(N)    081 09 23.47617(W) AD(       ) 1
 AI7117  ELLIP H (03/13/03)   73.60   (m)                       GP(       ) 4 2
 AI7117  NAD 83(1995)-  33 53 36.96723(N)    081 09 23.47614(W) AD(       ) 1
 AI7117  ELLIP H (09/08/00)   73.62   (m)                       GP(       ) 3 1
 AI7117  NAD 83(1986)-  33 53 36.98186(N)    081 09 23.47632(W) AD(       ) 1
 AI7117
 AI7117.Superseded values are not recommended for survey control.
 AI7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7117.See file dsdata.txt to determine how the superseded data were derived.
 AI7117
 AI7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8552850370(NAD 83)
 AI7117_MARKER: DD = SURVEY DISK
 AI7117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7117_STAMPING: 12500F 1994
 AI7117_MARK LOGO: SCDOT 
 AI7117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7117+STABILITY: SURFACE MOTION
 AI7117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7117+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2001
 AI7117
 AI7117  HISTORY     - Date     Condition        Report By
 AI7117  HISTORY     - 1997     MONUMENTED       SCDOT
 AI7117  HISTORY     - 20011211 GOOD             SCGS
 AI7117
 AI7117                          STATION DESCRIPTION
 AI7117
 AI7117'DESCRIBED BY SC DEPT OF TRANSP 1997 (DGB)
 AI7117'STATION IS LOCATED 1.7 MILES (2.7 KM) SOUTHWEST OF SOUTH CONGAREE.
 AI7117'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI7117'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI7117'JUNCTION OF STATE HIGHWAY 302 (EDMUND HWY) AND STATE ROAD S-32-103
 AI7117'(RAMBUN RD) IN SOUTH CONGAREE, GO SOUTHWEST ON STATE HIGHWAY 302 FOR
 AI7117'1.55 MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD 1787 (PRINCETON RD)
 AI7117'RIGHT AND STATE ROAD 1287 (PRINCTON RD) LEFT, CONTINUE ON STATE
 AI7117'HIGHWAY 302 FOR 0.19 MILE (0.31 KM) TO THE STATION ON THE LEFT NEAR
 AI7117'THE CORNER OF A METAL FENCE.  STATION IS A CONCRETE POST RECESSED 0.1
 AI7117'FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) BELOW TH HIGHWAY, 4.0 FEET (1.2 M)
 AI7117'NORTH NORTHWEST OF A POWER POLE WITH A SECURITY LIGHT AND A GUY WIRE
 AI7117'AND A TRANSFORMER, 36.3 FEET (11.1 M) SOUTHEAST OF THE CENTER OF THE
 AI7117'HIGHWAY, 16.4 FET NORTH NORTHWEST OF THE CORNER OF A METAL FENCE, 43.7
 AI7117'FEET (13.3 M) NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 70, 3.6
 AI7117'FEET (1.1 M) NORTH NORTHWEST OF A WITNESS POST.
 AI7117
 AI7117                          STATION RECOVERY (2001)
 AI7117
 AI7117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AI7117'STATION IS LOCATED 1.65 MILES SOUTHWEST OF SOUTH CONGAREE, 7.6 MILES
 AI7117'SOUTHEAST OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AI7117'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 AI7117'803-737-1350. TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE
 AI7117'HIGHWAYS 6 AND 302, 7.2 MILES  NORTH NORTHEAST OF PELION, GO NORTH
 AI7117'NORTHEAST ON HIGHWAY 302 FOR 3.65 MILES TO THE  STATION ON THE RIGHT
 AI7117'NEAR A POWER POLE, 0.15 MILE SOUTHWEST OF THE JUNCTION OF STATE  ROADS
 AI7117'OF STATE ROADS 1287 AND 1787 (PRINCETON ROAD). STATION IS A CONCRETE
 AI7117'POST PROJECTING 0.1 FOOT AND 0.5 FOOT BELOW THE HIGHWAY,  35.8 FEET
 AI7117'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.8 FEET NORTH NORTHWEST OF
 AI7117'THE POWER POLE WITH A GUY WIRE, TRANSFORMER AND SECURITY LIGHT, 15.6
 AI7117'FEET  NORTH OF THE NORTH END OF A METAL FENCE, 93.6 FEET SOUTHWEST OF
 AI7117'A TELEPHONE  JUNCTION BOX NUMBER 4825, 6.9 FEET NORTHWEST OF A SPLIT
 AI7117'RAIL FENCE LINE, 3.1 FEET  NORTH OF A WITNESS POST. NOTE-STATION IS
 AI7117'INTERVISIBLE WITH SURVEY STATION 12500 E. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9484 ***********************************************************************
 DH9484  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9484  DESIGNATION -  12552
 DH9484  PID         -  DH9484
 DH9484  STATE/COUNTY-  SC/COLLETON
 DH9484  USGS QUAD   -  WILLIAMS (1982)
 DH9484
 DH9484                         *CURRENT SURVEY CONTROL
 DH9484  ___________________________________________________________________
 DH9484* NAD 83(2001)-  33 03 09.14282(N)    080 47 29.36781(W)     ADJUSTED  
 DH9484* NAVD 88     -        23.59   (meters)      77.4    (feet)  GPS OBS   
 DH9484  ___________________________________________________________________
 DH9484  X           -     856,355.450 (meters)                     COMP
 DH9484  Y           -  -5,282,327.564 (meters)                     COMP
 DH9484  Z           -   3,458,839.684 (meters)                     COMP
 DH9484  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 DH9484  ELLIP HEIGHT-          -7.99  (meters)          (05/04/06) GPS OBS
 DH9484  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DH9484
 DH9484  HORZ ORDER  -  FIRST
 DH9484  ELLP ORDER  -  FOURTH    CLASS II
 DH9484
 DH9484.The horizontal coordinates were established by GPS observations
 DH9484.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9484
 DH9484.The orthometric height was determined by GPS observations and a
 DH9484.high-resolution geoid model using precise GPS observation and
 DH9484.processing techniques.
 DH9484
 DH9484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9484
 DH9484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9484
 DH9484.The ellipsoidal height was determined by GPS observations
 DH9484.and is referenced to NAD 83.
 DH9484
 DH9484.The geoid height was determined by GEOID03.
 DH9484
 DH9484;                    North         East     Units Scale Factor Converg.
 DH9484;SPC SC       -   135,228.339   629,071.362   MT  0.99985119   +0 06 56.1
 DH9484;SPC SC       -   443,662.53  2,063,882.42   iFT  0.99985119   +0 06 56.1
 DH9484;UTM  17      - 3,657,130.840   519,466.501   MT  0.99960467   +0 06 49.4
 DH9484
 DH9484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9484!SPC SC       -   1.00000125  x   0.99985119  =   0.99985244
 DH9484!UTM  17      -   1.00000125  x   0.99960467  =   0.99960592
 DH9484
 DH9484                          SUPERSEDED SURVEY CONTROL
 DH9484
 DH9484.No superseded survey control is available for this station.
 DH9484
 DH9484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS1946757131(NAD 83)
 DH9484_MARKER: DD = SURVEY DISK
 DH9484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9484_STAMPING: 12552 2005
 DH9484_MARK LOGO: SCGS  
 DH9484_PROJECTION: FLUSH
 DH9484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9484+STABILITY: SURFACE MOTION
 DH9484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9484+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 DH9484
 DH9484  HISTORY     - Date     Condition        Report By
 DH9484  HISTORY     - 20051003 MONUMENTED       SCGS
 DH9484
 DH9484                          STATION DESCRIPTION
 DH9484
 DH9484'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005
 DH9484'THE STATION IS LOCATED 2.8 MI (4.51 KM) SOUTH-SOUTHEAST OF SMOAKS,
 DH9484'12.5 MI (20.12 KM) NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT,
 DH9484'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DH9484'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DH9484'21 (LOWCOUNTRY HIGHWAY) AND STATE HIGHWAY 217 (LODGE HIGHWAY/SUNRISE
 DH9484'ROAD) IN SMOAKS, GO SOUTH SOUTHEAST ON HIGHWAY 21 FOR 1.45 MI (2.33
 DH9484'KM) TO THE JUNCTION OF STATE ROAD 24 (MOUNT CARMEL ROAD), TURN LEFT ON
 DH9484'ROAD 24 FOR 1.55 MI (2.49 KM) TO THE STATION ON THE LEFT IN THE
 DH9484'NORTHEAST ANGLE OF A GRASSY DRIVEWAY LEADING TO A SMALL WOODEN HOUSE
 DH9484'NUMBER 12552. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DH9484'LEVEL WITH THE ROAD, 32.6 FT (9.9 M) EAST OF THE CENTER OF THE ROAD,
 DH9484'17.2 FT (5.2 M) NORTH OF A WOODEN FENCE CORNER POST WITH A SCGS
 DH9484'REFERENCE WASHER ATTACHED, 91.0 FT (27.7 M) SOUTH SOUTHWEST OF A
 DH9484'2.3-FOOT CEDAR TREE, 115.3 FT (35.1 M) WEST SOUTHWEST OF THE SOUTHWEST
 DH9484'CORNER OF THE CONCRETE PORCH OF THE HOUSE, 109.7 FT (33.4 M) SOUTH OF
 DH9484'A POWER POLE 220/S4B10 WITH TWO TRANSFORMERS. DESCRIBED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0171 ***********************************************************************
 CJ0171  DESIGNATION -  12.6
 CJ0171  PID         -  CJ0171
 CJ0171  STATE/COUNTY-  SC/CHARLESTON
 CJ0171  USGS QUAD   -  CHARLESTON (1983)
 CJ0171
 CJ0171                         *CURRENT SURVEY CONTROL
 CJ0171  ___________________________________________________________________
 CJ0171* NAD 83(1986)-  32 48 36.     (N)    079 56 56.     (W)     SCALED    
 CJ0171* NAVD 88     -         3.498  (meters)      11.48   (feet)  ADJUSTED  
 CJ0171  ___________________________________________________________________
 CJ0171  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 CJ0171  DYNAMIC HT  -           3.494 (meters)      11.46  (feet)  COMP
 CJ0171  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 CJ0171
 CJ0171  VERT ORDER  -  FIRST     CLASS I
 CJ0171
 CJ0171.The horizontal coordinates were scaled from a topographic map and have
 CJ0171.an estimated accuracy of +/- 6 seconds.
 CJ0171
 CJ0171.The orthometric height was determined by differential leveling
 CJ0171.and adjusted by the National Geodetic Survey in June 1991..
 CJ0171.WARNING-Repeat measurements at this control monument indicate possible
 CJ0171.vertical movement.
 CJ0171
 CJ0171.The geoid height was determined by GEOID03.
 CJ0171
 CJ0171.The dynamic height is computed by dividing the NAVD 88
 CJ0171.geopotential number by the normal gravity value computed on the
 CJ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0171.degrees latitude (g = 980.6199 gals.).
 CJ0171
 CJ0171.The modeled gravity was interpolated from observed gravity values.
 CJ0171
 CJ0171;                    North         East    Units  Estimated Accuracy
 CJ0171;SPC SC       -   108,810.      708,030.      MT  (+/- 180 meters Scaled)
 CJ0171
 CJ0171                          SUPERSEDED SURVEY CONTROL
 CJ0171
 CJ0171  NGVD 29 (03/21/89)    3.796  (m)           12.45   (f) ADJUSTED    1 1
 CJ0171
 CJ0171.Superseded values are not recommended for survey control.
 CJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0171.See file dsdata.txt to determine how the superseded data were derived.
 CJ0171
 CJ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS984307(NAD 83)
 CJ0171_MARKER: B = BOLT
 CJ0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CJ0171_SP_SET: CONCRETE BASE
 CJ0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0171
 CJ0171  HISTORY     - Date     Condition        Report By
 CJ0171  HISTORY     - UNK      MONUMENTED       USGS
 CJ0171  HISTORY     - 1957     GOOD             NGS
 CJ0171  HISTORY     - 1974     GOOD             NGS
 CJ0171  HISTORY     - 1979     GOOD             DMA
 CJ0171  HISTORY     - 20050112 MARK NOT FOUND   INDIV
 CJ0171
 CJ0171                          STATION DESCRIPTION
 CJ0171
 CJ0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CJ0171'1 MI NW FROM CHARLESTON.
 CJ0171'1.05 MILES NW ALONG ATLANTIC COAST LINE RAILROAD FROM THE CROSSING
 CJ0171'OF COOPER RIVER BRIDGE OVER THE RAILROAD AND E. BAY STREET IN
 CJ0171'CHARLESTON, 26.5 FEET NW OF CENTER LINE OF BRIGADE STREET, 11.4
 CJ0171'FEET SW OF SW RAIL OF MAIN LINE DOUBLE TRACKS, AND ABOUT A
 CJ0171'HALF-FOOT LOWER THAN THE TOP OF SAID RAIL.  THE MARK IS THE TOP
 CJ0171'OF THE NORTHERN-MOST 1-INCH BOLT THAT ANCHORS A CROSSING WARNING
 CJ0171'SIGNAL POST TO ITS CONCRETE BASE.
 CJ0171
 CJ0171                          STATION RECOVERY (1974)
 CJ0171
 CJ0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0171'RECOVERED IN GOOD CONDITION.
 CJ0171
 CJ0171                          STATION RECOVERY (1979)
 CJ0171
 CJ0171'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CJ0171'RECOVERED IN GOOD CONDITION.
 CJ0171
 CJ0171                          STATION RECOVERY (2005)
 CJ0171
 CJ0171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WMD)
 CJ0171'MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4318 ***********************************************************************
 AJ4318  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4318  DESIGNATION -  12743 B
 AJ4318  PID         -  AJ4318
 AJ4318  STATE/COUNTY-  SC/YORK
 AJ4318  USGS QUAD   -  ROCK HILL WEST (1984)
 AJ4318
 AJ4318                         *CURRENT SURVEY CONTROL
 AJ4318  ___________________________________________________________________
 AJ4318* NAD 83(2001)-  34 56 52.53044(N)    081 04 38.43229(W)     ADJUSTED  
 AJ4318* NAVD 88     -       195.64   (meters)     641.9    (feet)  GPS OBS   
 AJ4318  ___________________________________________________________________
 AJ4318  X           -     811,779.368 (meters)                     COMP
 AJ4318  Y           -  -5,170,536.457 (meters)                     COMP
 AJ4318  Z           -   3,633,227.534 (meters)                     COMP
 AJ4318  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 AJ4318  ELLIP HEIGHT-         165.02  (meters)          (03/13/03) GPS OBS
 AJ4318  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AJ4318
 AJ4318  HORZ ORDER  -  FIRST
 AJ4318  ELLP ORDER  -  FOURTH    CLASS II
 AJ4318
 AJ4318.The horizontal coordinates were established by GPS observations
 AJ4318.and adjusted by the National Geodetic Survey in March 2003..
 AJ4318
 AJ4318.The orthometric height was determined by GPS observations and a
 AJ4318.high-resolution geoid model using precise GPS observation and
 AJ4318.processing techniques.
 AJ4318
 AJ4318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4318
 AJ4318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4318
 AJ4318.The ellipsoidal height was determined by GPS observations
 AJ4318.and is referenced to NAD 83.
 AJ4318
 AJ4318.The geoid height was determined by GEOID03.
 AJ4318
 AJ4318;                    North         East     Units Scale Factor Converg.
 AJ4318;SPC SC       -   345,421.790   602,534.791   MT  1.00004275   -0 02 34.4
 AJ4318;SPC SC       - 1,133,273.59  1,976,820.18   iFT  1.00004275   -0 02 34.4
 AJ4318;UTM  17      - 3,867,270.914   492,937.918   MT  0.99960061   -0 02 39.5
 AJ4318
 AJ4318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4318!SPC SC       -   0.99997410  x   1.00004275  =   1.00001685
 AJ4318!UTM  17      -   0.99997410  x   0.99960061  =   0.99957472
 AJ4318
 AJ4318                          SUPERSEDED SURVEY CONTROL
 AJ4318
 AJ4318  NAD 83(1986)-  34 56 52.54530(N)    081 04 38.44171(W) AD(       ) 1
 AJ4318  NAD 83(1995)-  34 56 52.53099(N)    081 04 38.43249(W) AD(       ) 1
 AJ4318  ELLIP H (07/02/01)  164.98   (m)                       GP(       ) 4 1
 AJ4318
 AJ4318.Superseded values are not recommended for survey control.
 AJ4318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4318.See file dsdata.txt to determine how the superseded data were derived.
 AJ4318
 AJ4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9293867271(NAD 83)
 AJ4318_MARKER: P = PIPE CAP
 AJ4318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ4318_STAMPING: 1993 12743 B
 AJ4318_MARK LOGO: SCDOT 
 AJ4318_PROJECTION: FLUSH
 AJ4318_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4318+STABILITY: SURFACE MOTION
 AJ4318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4318+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 AJ4318
 AJ4318  HISTORY     - Date     Condition        Report By
 AJ4318  HISTORY     - 1993     MONUMENTED       SCDOT
 AJ4318  HISTORY     - 19990901 GOOD             SCGS
 AJ4318  HISTORY     - 20030602 GOOD             SCGS
 AJ4318  HISTORY     - 20040813 GOOD             USPSQD
 AJ4318  HISTORY     - 20051117 GOOD             USPSQD
 AJ4318
 AJ4318                          STATION DESCRIPTION
 AJ4318
 AJ4318'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ4318'STATION IS LOCATED 10.4 MILES (16.7 KM) EAST SOUTHEAST OF YORK, 3.3
 AJ4318'MILES (5.3 KM) WEST NORTHWEST OF ROCK HILL.  OWNERSHIP--YORK COUNTY
 AJ4318'SCHOOL DISTRICT NUMBER 3.  TO REACH THE STATION FROM THE JUNCTION OF
 AJ4318'STATE HIGHWAYS 901 (NORTH HECKLE BOULEVARD) AND 5 (WEST MAIN STREET) ,
 AJ4318'2.2 MILES (3.5 KM) WEST NORTHWEST OF ROCK HILL, GO NORTHWEST ON
 AJ4318'HIGHWAY 5 FOR 1.1 MILES (1.8 KM) TO THE STATION ON THE LEFT IN THE
 AJ4318'SOUTH ANGLE OF THE JUNCTION OF A PAVED DRIVE LEADING TO THE OPERATIONS
 AJ4318'CENTER OF THE ROCK HILL SCHOOL DISTRICT THREE.  STATION IS A PIPE MARK
 AJ4318'WITH CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AJ4318'THE HIGHWAY, 78.2 FEET (23.8 M) SOUTHWEST OF THE CENTER OF THE
 AJ4318'HIGHWAY, 15.4 FEET (4.7 M) SOUTHEAST OF THE CENTER OF THE ENTRANCE
 AJ4318'DRIVE, 167.4 FEET (51.0 M) WEST NORTHWEST OF THE WEST CORNER OF THE
 AJ4318'BRICK SIGN FOR THE OPERATIONS CENTER, 17.3 FEET (5.3 M) WEST SOUTHWEST
 AJ4318'OF A MANHOLE COVER.  RECOVERED BY D.L.  BRECHLIN.
 AJ4318
 AJ4318                          STATION RECOVERY (2003)
 AJ4318
 AJ4318'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AJ4318'STATION IS LOCATED 3.3 MILES WEST NORTHWEST OF ROCK HILL, 9.8 MILES
 AJ4318'EAST SOUTHEAST OF YORK. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AJ4318'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.TO REACH THE
 AJ4318'STATION FROM THE JUNCTION OF STATE HIGHWAYS 901 (NORTH HECKLE
 AJ4318'BOULEVARD) AND 5 (WEST MAIN STREET), 2.2 MILES WEST NORTHWEST OF ROCK
 AJ4318'HILL, GO NORTHWEST ON HIGHWAY 5 FOR 1.1 MILES TO THE STATION ON THE
 AJ4318'RIGHT IN THE SOUTH ANGLE OF THE ENTRANCE DRIVE TO THE OPERATIONS
 AJ4318'CENTER OF ROCK HILL SCHOOL DISTRICT THREE.STATION IS A CONCRETE POST
 AJ4318'FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE THE DRIVE, 57.8 FEET
 AJ4318'SOUTHWEST OF THE CENTER OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY,
 AJ4318'16.0 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 17.3 FEET WEST
 AJ4318'SOUTHWEST OF THE CENTER OF A MANHOLE COVER, 167.3 FEET WEST NORTHWEST
 AJ4318'OF THE WEST CORNER OF A BRICK SIGN (OPERATIONS CENTER), 111.7 FEET
 AJ4318'SOUTHEAST OF A FIRE HYDRANT.RECOVERED BY R.P. MCKEOWN.
 AJ4318' 
 AJ4318'
 AJ4318
 AJ4318                          STATION RECOVERY (2004)
 AJ4318
 AJ4318'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ4318'RECOVERED IN GOOD CONDITION.
 AJ4318
 AJ4318                          STATION RECOVERY (2005)
 AJ4318
 AJ4318'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ4318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3546 ***********************************************************************
 DH3546  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3546  DESIGNATION -  12795B
 DH3546  PID         -  DH3546
 DH3546  STATE/COUNTY-  SC/EDGEFIELD
 DH3546  USGS QUAD   -  EDGEFIELD (1982)
 DH3546
 DH3546                         *CURRENT SURVEY CONTROL
 DH3546  ___________________________________________________________________
 DH3546* NAD 83(2001)-  33 46 49.39910(N)    081 54 03.71411(W)     ADJUSTED  
 DH3546* NAVD 88     -       163.52   (meters)     536.5    (feet)  GPS OBS   
 DH3546  ___________________________________________________________________
 DH3546  X           -     747,661.511 (meters)                     COMP
 DH3546  Y           -  -5,254,021.795 (meters)                     COMP
 DH3546  Z           -   3,526,299.993 (meters)                     COMP
 DH3546  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DH3546  ELLIP HEIGHT-         133.68  (meters)          (05/19/05) GPS OBS
 DH3546  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DH3546
 DH3546  HORZ ORDER  -  FIRST
 DH3546  ELLP ORDER  -  FOURTH    CLASS I
 DH3546
 DH3546.The horizontal coordinates were established by GPS observations
 DH3546.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DH3546
 DH3546.The orthometric height was determined by GPS observations and a
 DH3546.high-resolution geoid model using precise GPS observation and
 DH3546.processing techniques.
 DH3546
 DH3546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3546
 DH3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3546
 DH3546.The ellipsoidal height was determined by GPS observations
 DH3546.and is referenced to NAD 83.
 DH3546
 DH3546.The geoid height was determined by GEOID03.
 DH3546
 DH3546;                    North         East     Units Scale Factor Converg.
 DH3546;SPC SC       -   216,284.193   526,162.897   MT  0.99979553   -0 29 58.3
 DH3546;SPC SC       -   709,593.81  1,726,256.22   iFT  0.99979553   -0 29 58.3
 DH3546;UTM  17      - 3,738,171.077   416,576.834   MT  0.99968579   -0 30 03.6
 DH3546
 DH3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3546!SPC SC       -   0.99997901  x   0.99979553  =   0.99977455
 DH3546!UTM  17      -   0.99997901  x   0.99968579  =   0.99966481
 DH3546
 DH3546                          SUPERSEDED SURVEY CONTROL
 DH3546
 DH3546.No superseded survey control is available for this station.
 DH3546
 DH3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1657738171(NAD 83)
 DH3546_MARKER: DD = SURVEY DISK
 DH3546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3546_STAMPING: 1994 12795B
 DH3546_MARK LOGO: SCDOT 
 DH3546_PROJECTION: FLUSH
 DH3546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3546+STABILITY: SURFACE MOTION
 DH3546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3546+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 DH3546
 DH3546  HISTORY     - Date     Condition        Report By
 DH3546  HISTORY     - 19940101 MONUMENTED       SCDOT
 DH3546  HISTORY     - 20041117 GOOD             SCGS
 DH3546
 DH3546                          STATION DESCRIPTION
 DH3546
 DH3546'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DH3546'STATION IS LOCATED 1.7 MILES EAST SOUTHEAST OF EDGEFIELD.
 DH3546'OWNERSHIP--SCDOT, DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191,
 DH3546'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DH3546'JUNCTION OF STATE HIGHWAYS 430 (CREST ROAD) AND 23  (COLUMBIA ROAD),
 DH3546'2.0 MILES EAST NORTHEAST OF EDGEFIELD, GO EAST NORTHEAST ON HIGHWAY 23
 DH3546'FOR 0.2 MILE TO THE JUNCTION OF STATE ROAD 40 (STAR ROAD RIGHT AND
 DH3546'COUNTRY CLUB ROAD  LEFT), TURN RIGHT ON ROAD 40 FOR 0.4 MILE TO THE
 DH3546'FORK JUNCTION OF STATE ROAD 257 (PARKER  ROAD), BEAR RIGHT ON ROAD 257
 DH3546'FOR 1.0 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS
 DH3546'A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE THE ROAD,
 DH3546'32.0 FEET  SOUTHEAST OF THE CENTER OF ROAD 257, 151.2 FEET NORTHEAST
 DH3546'OF THE CENTER OF STATE ROAD  90 (YOUNGBLOOD ROAD), 4.7 FEET WEST
 DH3546'SOUTHWEST OF THE POWER POLE NUMBER 345331, 86.7  FEET SOUTH SOUTHWEST
 DH3546'OF A HISTORICAL MARKER (ODELL MEMORIAL DAM), 4.5 FEET WEST  SOUTHWEST
 DH3546'OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3547 ***********************************************************************
 DH3547  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3547  DESIGNATION -  12795D
 DH3547  PID         -  DH3547
 DH3547  STATE/COUNTY-  SC/EDGEFIELD
 DH3547  USGS QUAD   -  ROPERS CROSSROADS (1982)
 DH3547
 DH3547                         *CURRENT SURVEY CONTROL
 DH3547  ___________________________________________________________________
 DH3547* NAD 83(2001)-  33 44 58.38466(N)    081 53 35.02561(W)     ADJUSTED  
 DH3547* NAVD 88     -       191.71   (meters)     629.0    (feet)  GPS OBS   
 DH3547  ___________________________________________________________________
 DH3547  X           -     748,663.654 (meters)                     COMP
 DH3547  Y           -  -5,255,822.988 (meters)                     COMP
 DH3547  Z           -   3,523,472.088 (meters)                     COMP
 DH3547  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 DH3547  ELLIP HEIGHT-         161.82  (meters)          (05/19/05) GPS OBS
 DH3547  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DH3547
 DH3547  HORZ ORDER  -  FIRST
 DH3547  ELLP ORDER  -  FOURTH    CLASS I
 DH3547
 DH3547.The horizontal coordinates were established by GPS observations
 DH3547.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DH3547
 DH3547.The orthometric height was determined by GPS observations and a
 DH3547.high-resolution geoid model using precise GPS observation and
 DH3547.processing techniques.
 DH3547
 DH3547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3547
 DH3547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3547
 DH3547.The ellipsoidal height was determined by GPS observations
 DH3547.and is referenced to NAD 83.
 DH3547
 DH3547.The geoid height was determined by GEOID03.
 DH3547
 DH3547;                    North         East     Units Scale Factor Converg.
 DH3547;SPC SC       -   212,858.195   526,871.274   MT  0.99979463   -0 29 42.4
 DH3547;SPC SC       -   698,353.66  1,728,580.30   iFT  0.99979463   -0 29 42.4
 DH3547;UTM  17      - 3,734,745.440   417,285.057   MT  0.99968434   -0 29 46.3
 DH3547
 DH3547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3547!SPC SC       -   0.99997460  x   0.99979463  =   0.99976923
 DH3547!UTM  17      -   0.99997460  x   0.99968434  =   0.99965894
 DH3547
 DH3547                          SUPERSEDED SURVEY CONTROL
 DH3547
 DH3547.No superseded survey control is available for this station.
 DH3547
 DH3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1728534745(NAD 83)
 DH3547_MARKER: DD = SURVEY DISK
 DH3547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3547_STAMPING: 1994 12795
 DH3547_MARK LOGO: SCDOT 
 DH3547_PROJECTION: RECESSED 5 CENTIMETERS
 DH3547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3547+STABILITY: SURFACE MOTION
 DH3547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3547+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 DH3547
 DH3547  HISTORY     - Date     Condition        Report By
 DH3547  HISTORY     - 19940101 MONUMENTED       SCDOT
 DH3547  HISTORY     - 20041117 GOOD             SCGS
 DH3547
 DH3547                          STATION DESCRIPTION
 DH3547
 DH3547'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DH3547'STATION IS LOCATED 3.4 MILES SOUTHEAST OF EDGEFIELD. OWNERSHIP--SCDOT,
 DH3547'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DH3547'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DH3547'121, 19 AND U.S. HIGHWAY 25,  5.6  MILES SOUTHEAST OF EDGEFIELD, GO
 DH3547'WEST NORTHWEST ON HIGHWAY 25 FOR 2.35 MILES TO THE  JUNCTION OF STATE
 DH3547'ROAD 461 (LLOYD ROAD), TURN LEFT ON ROAD 461 FOR 0.55 MILE TO THE
 DH3547'STATION ON THE LEFT NEAR A POWER POLE IN THE FRONT YARD OF A WOODEN
 DH3547'HOUSE NUMBER 69. STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 1.0
 DH3547'FOOT BELOW THE ROAD, 27.0 FEET  SOUTHEAST OF THE CENTER OF THE ROAD,
 DH3547'34.8 FEET NORTHEAST OF THE NORTHEAST END OF  A 1.2-FOOT CONCRETE PIPE
 DH3547'CULVERT BENEATH THE DRIVEWAY TO HOUSE NUMBER 69, 45.9  FEET NORTHEAST
 DH3547'OF THE CENTER OF THE DRIVEWAY TO HOUSE NUMBER 69, 124.7 FEET
 DH3547'SOUTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 DH3547'BENEATH A  DRIVEWAY TO A MOBILE HOME NUMBER 65, 4.6 FEET SOUTH
 DH3547'SOUTHWEST OF THE POWER POLE  NUMBER 308692 WITH TWO GUY WIRES, 111.7
 DH3547'FEET WEST SOUTHWEST OF A POWER POLE WITH A  TRANSFORMER AND A SCGS
 DH3547'REFERENCE WASHER ATTACHED, 4.4 FEET SOUTH SOUTHWEST OF A  WITNESS
 DH3547'POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3548 ***********************************************************************
 DH3548  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3548  DESIGNATION -  12795H
 DH3548  PID         -  DH3548
 DH3548  STATE/COUNTY-  SC/EDGEFIELD
 DH3548  USGS QUAD   -  TRENTON (1982)
 DH3548
 DH3548                         *CURRENT SURVEY CONTROL
 DH3548  ___________________________________________________________________
 DH3548* NAD 83(2001)-  33 43 33.80722(N)    081 50 34.66207(W)     ADJUSTED  
 DH3548* NAVD 88     -       184.56   (meters)     605.5    (feet)  GPS OBS   
 DH3548  ___________________________________________________________________
 DH3548  X           -     753,463.698 (meters)                     COMP
 DH3548  Y           -  -5,256,593.018 (meters)                     COMP
 DH3548  Z           -   3,521,300.986 (meters)                     COMP
 DH3548  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DH3548  ELLIP HEIGHT-         154.55  (meters)          (05/19/05) GPS OBS
 DH3548  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DH3548
 DH3548  HORZ ORDER  -  FIRST
 DH3548  ELLP ORDER  -  FOURTH    CLASS I
 DH3548
 DH3548.The horizontal coordinates were established by GPS observations
 DH3548.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DH3548
 DH3548.The orthometric height was determined by GPS observations and a
 DH3548.high-resolution geoid model using precise GPS observation and
 DH3548.processing techniques.
 DH3548
 DH3548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3548
 DH3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3548
 DH3548.The ellipsoidal height was determined by GPS observations
 DH3548.and is referenced to NAD 83.
 DH3548
 DH3548.The geoid height was determined by GEOID03.
 DH3548
 DH3548;                    North         East     Units Scale Factor Converg.
 DH3548;SPC SC       -   210,213.968   531,491.015   MT  0.99979414   -0 28 02.4
 DH3548;SPC SC       -   689,678.37  1,743,736.93   iFT  0.99979414   -0 28 02.4
 DH3548;UTM  17      - 3,732,101.444   421,904.227   MT  0.99967519   -0 28 05.0
 DH3548
 DH3548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3548!SPC SC       -   0.99997574  x   0.99979414  =   0.99976988
 DH3548!UTM  17      -   0.99997574  x   0.99967519  =   0.99965094
 DH3548
 DH3548                          SUPERSEDED SURVEY CONTROL
 DH3548
 DH3548.No superseded survey control is available for this station.
 DH3548
 DH3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2190432101(NAD 83)
 DH3548_MARKER: DD = SURVEY DISK
 DH3548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3548_STAMPING: 12795H 1994
 DH3548_MARK LOGO: SCDOT 
 DH3548_PROJECTION: RECESSED 5 CENTIMETERS
 DH3548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3548+STABILITY: SURFACE MOTION
 DH3548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3548+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 DH3548
 DH3548  HISTORY     - Date     Condition        Report By
 DH3548  HISTORY     - 19940101 MONUMENTED       SCDOT
 DH3548  HISTORY     - 20041117 GOOD             SCGS
 DH3548
 DH3548                          STATION DESCRIPTION
 DH3548
 DH3548'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DH3548'STATION IS LOCATED 6.6 MILES SOUTHEAST OF EDGEFIELD, 7.7 MILES SOUTH
 DH3548'SOUTHWEST OF  JOHNSTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DH3548'P.O. BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE
 DH3548'STATION FROM THE JUNCTION OF STATE HIGHWAYS 121, 19 AND U.S. HIGHWAY
 DH3548'25,  5.6  MILES SOUTHEAST OF EDGEFIELD, GO SOUTHEAST ON HIGHWAY 19 FOR
 DH3548'1.0 MILE TO THE STATION ON  THE LEFT NEAR A TELEPHONE JUNCTION BOX IN
 DH3548'THE EAST ANGLE OF THE JUNCTION OF STATE ROAD  29 (GREENHOUSE ROAD
 DH3548'RIGHT) AND STATE HIGHWAYS 19 AND 121 CONNECTOR (AIRPORT ROAD)  LEFT.
 DH3548'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 1.5 FEET ABOVE THE
 DH3548'HIGHWAY, 31.4 FEET  EAST NORTHEAST OF THE CENTER OF HIGHWAY 19, 54.5
 DH3548'FEET SOUTH SOUTHEAST OF THE CENTER  OF THE CONNECTOR ROAD, 12.6 FEET
 DH3548'NORTH OF THE TELEPHONE JUNCTION BOX , 22.2 FEET SOUTH  OF A CONCRETE
 DH3548'RIGHT OF WAY MARKER INSCRIBED (MV) PROJECTING 2.0-FOOT. RECOVERED BY
 DH3548'R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3549 ***********************************************************************
 DH3549  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3549  DESIGNATION -  12795J
 DH3549  PID         -  DH3549
 DH3549  STATE/COUNTY-  SC/EDGEFIELD
 DH3549  USGS QUAD   -  TRENTON (1982)
 DH3549
 DH3549                         *CURRENT SURVEY CONTROL
 DH3549  ___________________________________________________________________
 DH3549* NAD 83(2001)-  33 42 15.46193(N)    081 51 52.58691(W)     ADJUSTED  
 DH3549* NAVD 88     -       190.45   (meters)     624.8    (feet)  GPS OBS   
 DH3549  ___________________________________________________________________
 DH3549  X           -     751,668.059 (meters)                     COMP
 DH3549  Y           -  -5,258,208.542 (meters)                     COMP
 DH3549  Z           -   3,519,296.357 (meters)                     COMP
 DH3549  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DH3549  ELLIP HEIGHT-         160.45  (meters)          (05/19/05) GPS OBS
 DH3549  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DH3549
 DH3549  HORZ ORDER  -  FIRST
 DH3549  ELLP ORDER  -  FOURTH    CLASS I
 DH3549
 DH3549.The horizontal coordinates were established by GPS observations
 DH3549.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DH3549
 DH3549.The orthometric height was determined by GPS observations and a
 DH3549.high-resolution geoid model using precise GPS observation and
 DH3549.processing techniques.
 DH3549
 DH3549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3549
 DH3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3549
 DH3549.The ellipsoidal height was determined by GPS observations
 DH3549.and is referenced to NAD 83.
 DH3549
 DH3549.The geoid height was determined by GEOID03.
 DH3549
 DH3549;                    North         East     Units Scale Factor Converg.
 DH3549;SPC SC       -   207,817.273   529,465.168   MT  0.99979384   -0 28 45.6
 DH3549;SPC SC       -   681,815.20  1,737,090.45   iFT  0.99979384   -0 28 45.6
 DH3549;UTM  17      - 3,729,705.050   419,878.592   MT  0.99967914   -0 28 47.3
 DH3549
 DH3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3549!SPC SC       -   0.99997481  x   0.99979384  =   0.99976866
 DH3549!UTM  17      -   0.99997481  x   0.99967914  =   0.99965396
 DH3549
 DH3549                          SUPERSEDED SURVEY CONTROL
 DH3549
 DH3549.No superseded survey control is available for this station.
 DH3549
 DH3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1987929705(NAD 83)
 DH3549_MARKER: DD = SURVEY DISK
 DH3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3549_STAMPING: 1994 12795J
 DH3549_MARK LOGO: SCDOT 
 DH3549_PROJECTION: FLUSH
 DH3549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3549+STABILITY: SURFACE MOTION
 DH3549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3549+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 DH3549
 DH3549  HISTORY     - Date     Condition        Report By
 DH3549  HISTORY     - 19940101 MONUMENTED       SCDOT
 DH3549  HISTORY     - 20041117 GOOD             SCGS
 DH3549
 DH3549                          STATION DESCRIPTION
 DH3549
 DH3549'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DH3549'STATION IS LOCATED 7.0 MILES SOUTHEAST OF EDGEFIELD, 9.5 MILES SOUTH
 DH3549'SOUTHWEST OF  JOHNSTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DH3549'P.O. BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE
 DH3549'STATION FROM THE JUNCTION OF STATE HIGHWAYS 121, 19 AND U.S. HIGHWAY
 DH3549'25, 5.6  MILES SOUTHEAST OF EDGEFIELD, GO SOUTH ON HIGHWAYS 25 AND 121
 DH3549'FOR 2.35 MILES TO THE  JUNCTION OF STATE ROAD 120 (VANN ROAD), TURN
 DH3549'RIGHT ON ROAD 120 FOR 0.15 MILE TO THE  STATION ON THE RIGHT. STATION
 DH3549'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET BELOW THE ROAD,
 DH3549'55.0 FEET  EAST NORTHEAST OF A ROAD SIGN (STOP AHEAD), 36.5 FEET
 DH3549'NORTHEAST OF THE CENTER OF THE  ROAD, 73.5 FEET NORTH NORTHWEST OF A
 DH3549'POWER POLE WITH A SCGS REFERENCE WASHER  ATTACHED, 1.4 FEET SOUTHWEST
 DH3549'OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3550 ***********************************************************************
 DH3550  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3550  DESIGNATION -  12795K
 DH3550  PID         -  DH3550
 DH3550  STATE/COUNTY-  SC/EDGEFIELD
 DH3550  USGS QUAD   -  ROPERS CROSSROADS (1982)
 DH3550
 DH3550                         *CURRENT SURVEY CONTROL
 DH3550  ___________________________________________________________________
 DH3550* NAD 83(2001)-  33 39 53.59417(N)    081 52 45.69740(W)     ADJUSTED  
 DH3550* NAVD 88     -       185.15   (meters)     607.4    (feet)  GPS OBS   
 DH3550  ___________________________________________________________________
 DH3550  X           -     750,655.935 (meters)                     COMP
 DH3550  Y           -  -5,260,797.489 (meters)                     COMP
 DH3550  Z           -   3,515,656.198 (meters)                     COMP
 DH3550  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DH3550  ELLIP HEIGHT-         155.10  (meters)          (05/19/05) GPS OBS
 DH3550  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DH3550
 DH3550  HORZ ORDER  -  FIRST
 DH3550  ELLP ORDER  -  FOURTH    CLASS I
 DH3550
 DH3550.The horizontal coordinates were established by GPS observations
 DH3550.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DH3550
 DH3550.The orthometric height was determined by GPS observations and a
 DH3550.high-resolution geoid model using precise GPS observation and
 DH3550.processing techniques.
 DH3550
 DH3550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3550
 DH3550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3550
 DH3550.The ellipsoidal height was determined by GPS observations
 DH3550.and is referenced to NAD 83.
 DH3550
 DH3550.The geoid height was determined by GEOID03.
 DH3550
 DH3550;                    North         East     Units Scale Factor Converg.
 DH3550;SPC SC       -   203,458.897   528,060.666   MT  0.99979366   -0 29 15.1
 DH3550;SPC SC       -   667,516.07  1,732,482.50   iFT  0.99979366   -0 29 15.1
 DH3550;UTM  17      - 3,725,347.173   418,474.233   MT  0.99968194   -0 29 15.0
 DH3550
 DH3550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3550!SPC SC       -   0.99997565  x   0.99979366  =   0.99976932
 DH3550!UTM  17      -   0.99997565  x   0.99968194  =   0.99965760
 DH3550
 DH3550                          SUPERSEDED SURVEY CONTROL
 DH3550
 DH3550.No superseded survey control is available for this station.
 DH3550
 DH3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1847425347(NAD 83)
 DH3550_MARKER: DD = SURVEY DISK
 DH3550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3550_STAMPING: 12795K
 DH3550_MARK LOGO: SCDOT 
 DH3550_PROJECTION: RECESSED 13 CENTIMETERS
 DH3550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3550+STABILITY: SURFACE MOTION
 DH3550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3550+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 DH3550
 DH3550  HISTORY     - Date     Condition        Report By
 DH3550  HISTORY     - 19940101 MONUMENTED       SCDOT
 DH3550  HISTORY     - 20041130 GOOD             SCGS
 DH3550  HISTORY     - 20060314 GOOD             NEWBY
 DH3550
 DH3550                          STATION DESCRIPTION
 DH3550
 DH3550'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DH3550'STATION IS LOCATED 9.0 MILES SOUTH SOUTHEAST OF EDGEFIELD, 12.4 MILES
 DH3550'SOUTH SOUTHWEST  OF JOHNSTON. OWNERSHIP--SCDOT, DIRECTOR OF
 DH3550'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DH3550'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DH3550'121, 19 AND U.S. HIGHWAY 25, 5.6  MILES SOUTHEAST OF EDGEFIELD, GO
 DH3550'SOUTH ON HIGHWAYS 25 AND 121 FOR 5.15 MILES TO THE  JUNCTION OF STATE
 DH3550'ROAD 37 (BETTIS ACADEMY ROAD), TURN LEFT ON ROAD 37 FOR 0.1 MILE TO
 DH3550'THE  STATION ON THE RIGHT. STATION IS A CONCRETE POST RECESSED 0.4
 DH3550'FOOT AND 0.5 FOOT BELOW THE ROAD, 24.5 FEET  SOUTHWEST OF THE CENTER
 DH3550'OF THE ROAD, 55.9 FEET SOUTHEAST OF THE SOUTHEAST END  OF A 1.2-FOOT
 DH3550'CONCRETE PIPE CULVERT BENEATH A DIM FIELD ACCESS APRON, 73.0 FEET
 DH3550'WEST SOUTHWEST OF A POWER POLE NUMBER 386194, 39.9 FEET NORTH OF A
 DH3550'0.6-FOOT PINE  TREE WITH A SCGS REFERENCE WASHER ATTACHED. RECOVERED
 DH3550'BY J.B. SMOAK.
 DH3550
 DH3550                          STATION RECOVERY (2006)
 DH3550
 DH3550'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2006 (RDP)
 DH3550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3551 ***********************************************************************
 DH3551  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3551  DESIGNATION -  12795M
 DH3551  PID         -  DH3551
 DH3551  STATE/COUNTY-  SC/EDGEFIELD
 DH3551  USGS QUAD   -  ROPERS CROSSROADS (1982)
 DH3551
 DH3551                         *CURRENT SURVEY CONTROL
 DH3551  ___________________________________________________________________
 DH3551* NAD 83(2001)-  33 38 45.38418(N)    081 54 13.26081(W)     ADJUSTED  
 DH3551* NAVD 88     -       170.28   (meters)     558.7    (feet)  GPS OBS   
 DH3551  ___________________________________________________________________
 DH3551  X           -     748,584.850 (meters)                     COMP
 DH3551  Y           -  -5,262,256.538 (meters)                     COMP
 DH3551  Z           -   3,513,898.625 (meters)                     COMP
 DH3551  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DH3551  ELLIP HEIGHT-         140.25  (meters)          (05/19/05) GPS OBS
 DH3551  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DH3551
 DH3551  HORZ ORDER  -  FIRST
 DH3551  ELLP ORDER  -  FOURTH    CLASS I
 DH3551
 DH3551.The horizontal coordinates were established by GPS observations
 DH3551.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DH3551
 DH3551.The orthometric height was determined by GPS observations and a
 DH3551.high-resolution geoid model using precise GPS observation and
 DH3551.processing techniques.
 DH3551
 DH3551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3551
 DH3551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3551
 DH3551.The ellipsoidal height was determined by GPS observations
 DH3551.and is referenced to NAD 83.
 DH3551
 DH3551.The geoid height was determined by GEOID03.
 DH3551
 DH3551;                    North         East     Units Scale Factor Converg.
 DH3551;SPC SC       -   201,377.314   525,786.967   MT  0.99979374   -0 30 03.6
 DH3551;SPC SC       -   660,686.73  1,725,022.86   iFT  0.99979374   -0 30 03.6
 DH3551;UTM  17      - 3,723,265.811   416,200.788   MT  0.99968657   -0 30 02.6
 DH3551
 DH3551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3551!SPC SC       -   0.99997798  x   0.99979374  =   0.99977173
 DH3551!UTM  17      -   0.99997798  x   0.99968657  =   0.99966456
 DH3551
 DH3551:                Primary Azimuth Mark                     Grid Az
 DH3551:SPC SC       -  12795N                                   217 26 00.6
 DH3551:UTM  17      -  12795N                                   217 25 59.6
 DH3551
 DH3551|---------------------------------------------------------------------|
 DH3551| PID    Reference Object                     Distance      Geod. Az  |
 DH3551|                                                           dddmmss.s |
 DH3551| DH3552 12795N                              APPROX. 0.7 KM 2165557.0 |
 DH3551|---------------------------------------------------------------------|
 DH3551
 DH3551                          SUPERSEDED SURVEY CONTROL
 DH3551
 DH3551.No superseded survey control is available for this station.
 DH3551
 DH3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1620123266(NAD 83)
 DH3551_MARKER: DD = SURVEY DISK
 DH3551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3551_STAMPING: 12795M
 DH3551_MARK LOGO: SCDOT 
 DH3551_PROJECTION: RECESSED 5 CENTIMETERS
 DH3551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3551+STABILITY: SURFACE MOTION
 DH3551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3551+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 DH3551
 DH3551  HISTORY     - Date     Condition        Report By
 DH3551  HISTORY     - 19940101 MONUMENTED       SCDOT
 DH3551  HISTORY     - 20041130 GOOD             SCGS
 DH3551
 DH3551                          STATION DESCRIPTION
 DH3551
 DH3551'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DH3551'STATION IS LOCATED 9.9 MILES SOUTH OF EDGEFIELD, 10.6 MILES NORTH
 DH3551'NORTHEAST OF NORTH  AUGUSTA. OWNERSHIP--SCDOT, DIRECTOR OF
 DH3551'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DH3551'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DH3551'INTERSTATE 20 (EXIT 5), U.S. HIGHWAY  25  AND STATE HIGHWAY 121, 4.1
 DH3551'MILES NORTHEAST OF NORTH AUGUSTA, GO NORTH NORTHWEST  ON HIGHWAYS 25
 DH3551'AND 121 FOR 5.7 MILES TO THE JUNCTION OF STATE ROAD 388 (COMMUNITY
 DH3551'ROAD RIGHT, JACOB MCKIE ROAD LEFT), CONTINUE ON HIGHWAYS 25 AND 121
 DH3551'FOR 0.5 MILE TO  THE STATION ON THE LEFT IN THE GRASSY MEDIAN DIVIDING
 DH3551'THE HIGHWAY AT THE JUNCTION  OF STATE ROAD 294 (MOUNT ZION ROAD).
 DH3551'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 1.0 FOOT BELOW THE
 DH3551'HIGHWAY, 68.5 FEET  SOUTH SOUTHWEST OF THE EXTENDED CENTER OF ROAD
 DH3551'294, 23.4 FEET EAST SOUTHEAST OF THE  CENTER OF THE SOUTHWEST BOUND
 DH3551'LANES OF THE HIGHWAY, 48.2  FEET WEST NORTHWEST OF THE  CENTER OF THE
 DH3551'NORTHEAST BOUND LANES OF THE HIGHWAY, 111.5 FEET NORTH NORTHWEST OF A
 DH3551'POWER POLE NUMBER 69933/400-13-5.0-5.3 WITH TWO TRANSFORMERS.
 DH3551'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 12795N. RECOVERED BY
 DH3551'J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3552 ***********************************************************************
 DH3552  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3552  DESIGNATION -  12795N
 DH3552  PID         -  DH3552
 DH3552  STATE/COUNTY-  SC/EDGEFIELD
 DH3552  USGS QUAD   -  ROPERS CROSSROADS (1982)
 DH3552
 DH3552                         *CURRENT SURVEY CONTROL
 DH3552  ___________________________________________________________________
 DH3552* NAD 83(2001)-  33 38 26.07034(N)    081 54 30.61831(W)     ADJUSTED  
 DH3552* NAVD 88     -       161.67   (meters)     530.4    (feet)  GPS OBS   
 DH3552  ___________________________________________________________________
 DH3552  X           -     748,187.417 (meters)                     COMP
 DH3552  Y           -  -5,262,638.825 (meters)                     COMP
 DH3552  Z           -   3,513,398.461 (meters)                     COMP
 DH3552  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DH3552  ELLIP HEIGHT-         131.65  (meters)          (05/19/05) GPS OBS
 DH3552  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DH3552
 DH3552  HORZ ORDER  -  FIRST
 DH3552  ELLP ORDER  -  FOURTH    CLASS I
 DH3552
 DH3552.The horizontal coordinates were established by GPS observations
 DH3552.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DH3552
 DH3552.The orthometric height was determined by GPS observations and a
 DH3552.high-resolution geoid model using precise GPS observation and
 DH3552.processing techniques.
 DH3552
 DH3552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3552
 DH3552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3552
 DH3552.The ellipsoidal height was determined by GPS observations
 DH3552.and is referenced to NAD 83.
 DH3552
 DH3552.The geoid height was determined by GEOID03.
 DH3552
 DH3552;                    North         East     Units Scale Factor Converg.
 DH3552;SPC SC       -   200,786.321   525,334.571   MT  0.99979378   -0 30 13.2
 DH3552;SPC SC       -   658,747.77  1,723,538.62   iFT  0.99979378   -0 30 13.2
 DH3552;UTM  17      - 3,722,674.879   415,748.444   MT  0.99968751   -0 30 12.0
 DH3552
 DH3552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3552!SPC SC       -   0.99997933  x   0.99979378  =   0.99977312
 DH3552!UTM  17      -   0.99997933  x   0.99968751  =   0.99966685
 DH3552
 DH3552:                Primary Azimuth Mark                     Grid Az
 DH3552:SPC SC       -  12795M                                   037 26 00.5
 DH3552:UTM  17      -  12795M                                   037 25 59.3
 DH3552
 DH3552|---------------------------------------------------------------------|
 DH3552| PID    Reference Object                     Distance      Geod. Az  |
 DH3552|                                                           dddmmss.s |
 DH3552| DH3551 12795M                              APPROX. 0.7 KM 0365547.3 |
 DH3552|---------------------------------------------------------------------|
 DH3552
 DH3552                          SUPERSEDED SURVEY CONTROL
 DH3552
 DH3552.No superseded survey control is available for this station.
 DH3552
 DH3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1574822675(NAD 83)
 DH3552_MARKER: DD = SURVEY DISK
 DH3552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3552_STAMPING: 1994 12795N
 DH3552_MARK LOGO: SCDOT 
 DH3552_PROJECTION: RECESSED 5 CENTIMETERS
 DH3552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3552+STABILITY: SURFACE MOTION
 DH3552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3552+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 DH3552
 DH3552  HISTORY     - Date     Condition        Report By
 DH3552  HISTORY     - 19940101 MONUMENTED       SCDOT
 DH3552  HISTORY     - 20041130 GOOD             SCGS
 DH3552
 DH3552                          STATION DESCRIPTION
 DH3552
 DH3552'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DH3552'STATION IS LOCATED 10.2 MILES NORTH NORTHEAST OF NORTH AUGUSTA, 10.25
 DH3552'MILES SOUTH OF  EDGEFIELD. OWNERSHIP--SCDOT, DIRECTOR OF
 DH3552'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DH3552'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DH3552'INTERSTATE 20 (EXIT 5), U.S. HIGHWAY  25  AND STATE HIGHWAY 121, 4.1
 DH3552'MILES NORTHEAST OF NORTH AUGUSTA, GO NORTH NORTHWEST  ON HIGHWAYS 25
 DH3552'AND 121 FOR 5.7 MILES TO THE JUNCTION OF STATE ROAD 388 (COMMUNITY
 DH3552'ROAD RIGHT, JACOB MCKIE ROAD LEFT), CONTINUE ON HIGHWAYS 25 AND 121
 DH3552'FOR 0.05 MILE TO  THE STATION ON THE LEFT IN THE GRASSY MEDIAN
 DH3552'DIVIDING THE HIGHWAY. STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND
 DH3552'1.5 FEET BELOW THE HIGHWAY, 31.1 FEET  SOUTHEAST OF THE CENTER OF THE
 DH3552'SOUTHWEST BOUND LANES OF THE HIGHWAY, 41.9 FEET  NORTHWEST OF THE
 DH3552'NORTHEAST BOUND LANES OF THE HIGHWAY, 142.5 FEET NORTH OF A  POWER
 DH3552'POLE NUMBER 69920/400-18-7.5-1.4 WITH TWO GUY WIRES AND A TRANSFORMER,
 DH3552'36.1  FEET NORTHEAST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE
 DH3552'WITH SURVEY STATION 12795M. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7540 ***********************************************************************
 AE7540  DESIGNATION -  12889A
 AE7540  PID         -  AE7540
 AE7540  STATE/COUNTY-  SC/ORANGEBURG
 AE7540  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AE7540
 AE7540                         *CURRENT SURVEY CONTROL
 AE7540  ___________________________________________________________________
 AE7540* NAD 83(2001)-  33 33 39.90963(N)    080 49 36.03399(W)     ADJUSTED  
 AE7540* NAVD 88     -       103.2    (meters)     339.     (feet)  GPS OBS   
 AE7540  ___________________________________________________________________
 AE7540  X           -     848,184.451 (meters)                     COMP
 AE7540  Y           -  -5,252,342.322 (meters)                     COMP
 AE7540  Z           -   3,506,021.826 (meters)                     COMP
 AE7540  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AE7540  ELLIP HEIGHT-          71.84  (meters)          (03/27/03) GPS OBS
 AE7540  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AE7540
 AE7540  HORZ ORDER  -  FIRST
 AE7540  ELLP ORDER  -  FOURTH    CLASS II
 AE7540
 AE7540.The horizontal coordinates were established by GPS observations
 AE7540.and adjusted by the National Geodetic Survey in March 2003..
 AE7540
 AE7540.The orthometric height was determined by GPS observations and a
 AE7540.high-resolution geoid model.
 AE7540
 AE7540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7540
 AE7540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7540
 AE7540.The ellipsoidal height was determined by GPS observations
 AE7540.and is referenced to NAD 83.
 AE7540
 AE7540.The geoid height was determined by GEOID03.
 AE7540
 AE7540;                    North         East     Units Scale Factor Converg.
 AE7540;SPC SC       -   191,614.697   625,691.076   MT  0.99979543   +0 05 45.9
 AE7540;SPC SC       -   628,657.14  2,052,792.24   iFT  0.99979543   +0 05 45.9
 AE7540;UTM  17      - 3,713,505.252   516,087.947   MT  0.99960319   +0 05 44.9
 AE7540
 AE7540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7540!SPC SC       -   0.99998872  x   0.99979543  =   0.99978415
 AE7540!UTM  17      -   0.99998872  x   0.99960319  =   0.99959192
 AE7540
 AE7540:                Primary Azimuth Mark                     Grid Az
 AE7540:SPC SC       -  12889C                                   019 05 08.5
 AE7540:UTM  17      -  12889C                                   019 05 09.5
 AE7540
 AE7540|---------------------------------------------------------------------|
 AE7540| PID    Reference Object                     Distance      Geod. Az  |
 AE7540|                                                           dddmmss.s |
 AE7540| AE7542 12889C                              APPROX. 1.7 KM 0191054.4 |
 AE7540|---------------------------------------------------------------------|
 AE7540
 AE7540                          SUPERSEDED SURVEY CONTROL
 AE7540
 AE7540  NAD 83(1995)-  33 33 39.90959(N)    080 49 36.03397(W) AD(       ) 1
 AE7540  ELLIP H (12/20/99)   71.85   (m)                       GP(       ) 4 1
 AE7540  NAD 83(1986)-  33 33 39.92341(N)    080 49 36.03290(W) AD(       ) 1
 AE7540
 AE7540.Superseded values are not recommended for survey control.
 AE7540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7540.See file dsdata.txt to determine how the superseded data were derived.
 AE7540
 AE7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1608813505(NAD 83)
 AE7540_MARKER: DD = SURVEY DISK
 AE7540_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7540+WITH SETTING: INFORMATION.
 AE7540_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7540_STAMPING: 12889A 1993
 AE7540_MARK LOGO: SCDHPT
 AE7540_PROJECTION: FLUSH
 AE7540_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7540+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE7540_ROD/PIPE-DEPTH: 2.0  meters
 AE7540
 AE7540  HISTORY     - Date     Condition        Report By
 AE7540  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7540
 AE7540                          STATION DESCRIPTION
 AE7540
 AE7540'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7540'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTHEAST OF ORANGEBURG, 1.5
 AE7540'MILES (2.4 KM) SOUTHWEST OF CAMERON.  OWNERSHIP SCDHPT, DIRECTOR OF
 AE7540'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA SC 29202, PHONE 803-737-1350.
 AE7540'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 26 AND
 AE7540'STATE ROAD 22 (EXIT 139) APPROXIMATELY 7 MILES (11.3 KM) SOUTHWEST OF
 AE7540'ST.  MATTHEWS, GO SOUTHEAST ON INTERSTATE 26 FOR 5.9 MILES (9.5 KM) TO
 AE7540'THE STATION ON THE RIGHT AND AT THE BEGINNING OF EXIT RAMP 145A.
 AE7540'STATION IS A DISK ATTACHED TO A GALVANIZED ROD DRIVEN INTO GROUND
 AE7540'SURROUNDED BY CONCRETE AND RECESSED 1.0 FOOT (0.3 M) BELOW THE SURFACE
 AE7540'OF THE GROUND, 112.4 FEET (34.3 M) SOUTH-SOUTHEAST OF THE SOUTHWEST
 AE7540'CORNER OF THE BRIDGE IN THE EAST BOUND LANES OF INTERSTATE 26, 3.7
 AE7540'FEET (1.1 M) SOUTHWEST OF THE METAL GUARDRAIL, 16.6 FEET (5.1 M)
 AE7540'SOUTHWEST OF THE LANE STRIPE OF THE EAST BOUND LANES OF INTERSTATE 26,
 AE7540'3.4 FEET (1.0 M) WEST-NORTHWEST OF A BROWN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4237 ***********************************************************************
 AA4237  DESIGNATION -  12889B
 AA4237  PID         -  AA4237
 AA4237  STATE/COUNTY-  SC/ORANGEBURG
 AA4237  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AA4237
 AA4237                         *CURRENT SURVEY CONTROL
 AA4237  ___________________________________________________________________
 AA4237* NAD 83(2001)-  33 31 24.15790(N)    080 46 59.15814(W)     ADJUSTED  
 AA4237* NAVD 88     -        61.549  (meters)     201.93   (feet)  ADJUSTED  
 AA4237  ___________________________________________________________________
 AA4237  X           -     852,543.505 (meters)                     COMP
 AA4237  Y           -  -5,253,942.624 (meters)                     COMP
 AA4237  Z           -   3,502,512.798 (meters)                     COMP
 AA4237  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AA4237  ELLIP HEIGHT-          30.17  (meters)          (05/06/05) GPS OBS
 AA4237  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AA4237  DYNAMIC HT  -          61.484 (meters)     201.72  (feet)  COMP
 AA4237  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 AA4237
 AA4237  HORZ ORDER  -  FIRST
 AA4237  VERT ORDER  -  SECOND    CLASS I
 AA4237  ELLP ORDER  -  FOURTH    CLASS II
 AA4237
 AA4237.The horizontal coordinates were established by GPS observations
 AA4237.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AA4237
 AA4237.The orthometric height was determined by differential leveling
 AA4237.and adjusted by the National Geodetic Survey in September 1998..
 AA4237
 AA4237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4237
 AA4237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4237
 AA4237.The ellipsoidal height was determined by GPS observations
 AA4237.and is referenced to NAD 83.
 AA4237
 AA4237.The geoid height was determined by GEOID03.
 AA4237
 AA4237.The dynamic height is computed by dividing the NAVD 88
 AA4237.geopotential number by the normal gravity value computed on the
 AA4237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4237.degrees latitude (g = 980.6199 gals.).
 AA4237
 AA4237.The modeled gravity was interpolated from observed gravity values.
 AA4237
 AA4237;                    North         East     Units Scale Factor Converg.
 AA4237;SPC SC       -   187,440.755   629,745.421   MT  0.99979688   +0 07 12.9
 AA4237;SPC SC       -   614,963.11  2,066,093.90   iFT  0.99979688   +0 07 12.9
 AA4237;UTM  17      - 3,709,332.087   520,141.488   MT  0.99960500   +0 07 11.2
 AA4237
 AA4237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4237!SPC SC       -   0.99999526  x   0.99979688  =   0.99979214
 AA4237!UTM  17      -   0.99999526  x   0.99960500  =   0.99960027
 AA4237
 AA4237                          SUPERSEDED SURVEY CONTROL
 AA4237
 AA4237  NAD 83(2001)-  33 31 24.15721(N)    080 46 59.15852(W) AD(       ) 1
 AA4237  ELLIP H (03/27/03)   30.19   (m)                       GP(       ) 4 2
 AA4237  NAD 83(1995)-  33 31 24.15718(N)    080 46 59.15850(W) AD(       ) 1
 AA4237  ELLIP H (12/20/99)   30.20   (m)                       GP(       ) 4 1
 AA4237  NAD 83(1986)-  33 31 24.17065(N)    080 46 59.15724(W) AD(       ) 1
 AA4237  NAVD 88 (03/20/98)   61.55   (m)          201.9    (f) LEVELING    3  
 AA4237
 AA4237.Superseded values are not recommended for survey control.
 AA4237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4237.See file dsdata.txt to determine how the superseded data were derived.
 AA4237
 AA4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT2014109332(NAD 83)
 AA4237_MARKER: DD = SURVEY DISK
 AA4237_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA4237+WITH SETTING: INFORMATION.
 AA4237_SP_SET: METAL ROD DRIVEN INTO GROUND
 AA4237_STAMPING: 12889B 1993
 AA4237_MARK LOGO: SCDHPT
 AA4237_PROJECTION: RECESSED 3 CENTIMETERS
 AA4237_MAGNETIC: I = MARKER IS A STEEL ROD
 AA4237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4237+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 AA4237
 AA4237  HISTORY     - Date     Condition        Report By
 AA4237  HISTORY     - 1993     MONUMENTED       SCDHPT
 AA4237  HISTORY     - 20030225 GOOD             SCGS
 AA4237  HISTORY     - 20060209 GOOD             USPSQD
 AA4237
 AA4237                          STATION DESCRIPTION
 AA4237
 AA4237'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AA4237'STATION IS LOCATED 3.5 MILES (5.6 KM) EAST OF ORANGEBURG, 4.5 MILES
 AA4237'(7.2 KM) SOUTHWEST OF CAMERON. OWNERSHIP--SCDHPT, DIRECTOR OF
 AA4237'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, S.C. 29202, PHONE
 AA4237'803-737-1350. TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE
 AA4237'26 AND STATE HIGHWAY 33 (EXIT 149), GO NORTHEAST ON HIGHWAY 33 FOR
 AA4237'0.55 MILES (0.89 KM) TO THE STATION ON THE RIGHT, A GALVANIZED ROD
 AA4237'DRIVEN 0.6 METER (2.0 FEET) AND RECESSED 6.1 CM (0.2 FOOT) BELOW THE
 AA4237'GROUND SURFACE AND SURROUNDED BY CONCRETE, 400 FEET (121.9 M)
 AA4237'NORTHWEST OF THE NORTH RAIL OF THE RAILROAD TRACK, 59.5 FEET (18.1 M)
 AA4237'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 33, 178 FEET (54.3 M)
 AA4237'NORTHEAST OF APPROXIMATE CENTERLINE OF S-38-1916, 1.8 FEET (0.5 M)
 AA4237'WEST NORTHWEST OF A BROWN WITNESS POST.
 AA4237
 AA4237                          STATION RECOVERY (2003)
 AA4237
 AA4237'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4237'STATION IS LOCATED 4.75 MILES EAST NORTHEAST OF ORANGEBURG.
 AA4237'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 AA4237'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AA4237'JUNCTION OVERPASS OF INTERSTATE 26 (EXIT 149) AND STATE  HIGHWAY 33,
 AA4237'4.1 MILES EAST NORTHEAST OF ORANGEBURG, GO EAST NORTHEAST ON HIGHWAY
 AA4237'33  FOR 0.5 MILE TO THE STATION ON THE RIGHT. STATION IS DISK ATTACHED
 AA4237'TO A GALVANIZED ROD RECESSED 0.1 FOOT AND 3.0 FEET ABOVE THE  HIGHWAY,
 AA4237'59.6 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 177.0 FEET
 AA4237'EAST  NORTHEAST OF THE CENTER OF STATE ROAD 1916 (HOLBROOK STREET),
 AA4237'40.1 FEET NORTH  NORTHWEST OF THE NORTH RAIL OF A SET OF RAILROAD
 AA4237'TRACKS, 27.0 FEET NORTH NORTHWEST OF  A WOOD WHISTLE SIGN POST, 1.7
 AA4237'FEET WEST NORTHWEST OF A WITNESS POST. RECOVERED BY J.B. SMOAK.
 AA4237
 AA4237                          STATION RECOVERY (2006)
 AA4237
 AA4237'RECOVERY NOTE BY US POWER SQUADRON 2006
 AA4237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7542 ***********************************************************************
 AE7542  DESIGNATION -  12889C
 AE7542  PID         -  AE7542
 AE7542  STATE/COUNTY-  SC/ORANGEBURG
 AE7542  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AE7542
 AE7542                         *CURRENT SURVEY CONTROL
 AE7542  ___________________________________________________________________
 AE7542* NAD 83(2001)-  33 34 32.77691(N)    080 49 14.06207(W)     ADJUSTED  
 AE7542* NAVD 88     -       100.7    (meters)     330.     (feet)  GPS OBS   
 AE7542  ___________________________________________________________________
 AE7542  X           -     848,599.934 (meters)                     COMP
 AE7542  Y           -  -5,251,360.789 (meters)                     COMP
 AE7542  Z           -   3,507,377.640 (meters)                     COMP
 AE7542  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AE7542  ELLIP HEIGHT-          69.35  (meters)          (03/27/03) GPS OBS
 AE7542  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 AE7542
 AE7542  HORZ ORDER  -  FIRST
 AE7542  ELLP ORDER  -  FOURTH    CLASS II
 AE7542
 AE7542.The horizontal coordinates were established by GPS observations
 AE7542.and adjusted by the National Geodetic Survey in March 2003..
 AE7542
 AE7542.The orthometric height was determined by GPS observations and a
 AE7542.high-resolution geoid model.
 AE7542
 AE7542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7542
 AE7542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7542
 AE7542.The ellipsoidal height was determined by GPS observations
 AE7542.and is referenced to NAD 83.
 AE7542
 AE7542.The geoid height was determined by GEOID03.
 AE7542
 AE7542;                    North         East     Units Scale Factor Converg.
 AE7542;SPC SC       -   193,244.148   626,254.868   MT  0.99979498   +0 05 58.1
 AE7542;SPC SC       -   634,003.11  2,054,641.96   iFT  0.99979498   +0 05 58.1
 AE7542;UTM  17      - 3,715,134.388   516,651.639   MT  0.99960342   +0 05 57.2
 AE7542
 AE7542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7542!SPC SC       -   0.99998911  x   0.99979498  =   0.99978409
 AE7542!UTM  17      -   0.99998911  x   0.99960342  =   0.99959254
 AE7542
 AE7542:                Primary Azimuth Mark                     Grid Az
 AE7542:SPC SC       -  12889D                                   019 19 38.0
 AE7542:UTM  17      -  12889D                                   019 19 38.9
 AE7542
 AE7542|---------------------------------------------------------------------|
 AE7542| PID    Reference Object                     Distance      Geod. Az  |
 AE7542|                                                           dddmmss.s |
 AE7542| AE7541 12889D                              APPROX. 0.7 KM 0192536.1 |
 AE7542| AE7540 12889A                              APPROX. 1.7 KM 1991106.6 |
 AE7542|---------------------------------------------------------------------|
 AE7542
 AE7542                          SUPERSEDED SURVEY CONTROL
 AE7542
 AE7542  NAD 83(1995)-  33 34 32.77688(N)    080 49 14.06206(W) AD(       ) 1
 AE7542  ELLIP H (12/20/99)   69.36   (m)                       GP(       ) 4 1
 AE7542  NAD 83(1986)-  33 34 32.79073(N)    080 49 14.06093(W) AD(       ) 1
 AE7542
 AE7542.Superseded values are not recommended for survey control.
 AE7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7542.See file dsdata.txt to determine how the superseded data were derived.
 AE7542
 AE7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1665215134(NAD 83)
 AE7542_MARKER: P = PIPE CAP
 AE7542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE7542_SP_SET: METAL PIPE IMBEDDED IN GROUND
 AE7542_STAMPING: 12889C 1993
 AE7542_MARK LOGO: SCDHPT
 AE7542_PROJECTION: FLUSH
 AE7542_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7542+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE7542_ROD/PIPE-DEPTH: 2.0  meters
 AE7542
 AE7542  HISTORY     - Date     Condition        Report By
 AE7542  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7542
 AE7542                          STATION DESCRIPTION
 AE7542
 AE7542'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7542'STATION IS LOCATED 5.4 MILES (8.7 KM) NORTHEAST OF ORANGEBURG, 6.5
 AE7542'MILES (10.5 KM) WEST-NORTHWEST OF CAMERON.  OWNERSHIP--SCDHPT,
 AE7542'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA SC 29202, PHONE
 AE7542'803-737-1350.  TO REACH THE STATION FROM INTERCHANGE OF INTERSTATE
 AE7542'HIGHWAY 26 AND U.S.  HIGHWAY 601 (EXIT 145) , 4.5 MILES (7.2 KM)
 AE7542'NORTHEAST OF ORANGEBURG, GO NORTHEAST ON HIGHWAY 601 FOR 1.25 MILES
 AE7542'(2.01 KM) TO SIDE ROAD LEFT (S-38-1683) AND SIGN NORTH ORANGEBURG
 AE7542'UNITED METHODIST CHURCH.  TURN LEFT, GO NORTHWEST ON S-38-1683 FOR
 AE7542'0.05 MILE (0.08 KM) TO STATION ON THE RIGHT, JUST BEFORE REACHING
 AE7542'RAILROAD CROSSING.  STATION IS A CAP ATTACHED TO A GALVANIZED ROD
 AE7542'SURROUNDED BY CONCRETE AND FLUSH WITH GROUND SURFACE, 25.5 FEET (7.8
 AE7542'M) SOUTHEAST OF THE WEST RAIL OF RAILROAD TRACK, 15.5 FEET (4.7 M)
 AE7542'NORTHEAST OF A CONCRETE CORNER MARKER, 32.O FEET NORTHEAST OF
 AE7542'APPROXIMATE CENTER OF S-38-1683, 15.O FEET NORTHEAST OF A RAILROAD
 AE7542'CROSSING SIGN, 20.0 FEET (6.1 M) NORTHWEST OF A FENCE CORNER, 1.2 FEET
 AE7542'(0.4 M) SOUTHWEST OF A BROWN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7541 ***********************************************************************
 AE7541  DESIGNATION -  12889D
 AE7541  PID         -  AE7541
 AE7541  STATE/COUNTY-  SC/ORANGEBURG
 AE7541  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AE7541
 AE7541                         *CURRENT SURVEY CONTROL
 AE7541  ___________________________________________________________________
 AE7541* NAD 83(2001)-  33 34 55.60400(N)    080 49 04.44348(W)     ADJUSTED  
 AE7541* NAVD 88     -       100.5    (meters)     330.     (feet)  GPS OBS   
 AE7541  ___________________________________________________________________
 AE7541  X           -     848,782.714 (meters)                     COMP
 AE7541  Y           -  -5,250,937.020 (meters)                     COMP
 AE7541  Z           -   3,507,963.452 (meters)                     COMP
 AE7541  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AE7541  ELLIP HEIGHT-          69.12  (meters)          (03/27/03) GPS OBS
 AE7541  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AE7541
 AE7541  HORZ ORDER  -  FIRST
 AE7541  ELLP ORDER  -  FOURTH    CLASS II
 AE7541
 AE7541.The horizontal coordinates were established by GPS observations
 AE7541.and adjusted by the National Geodetic Survey in March 2003..
 AE7541
 AE7541.The orthometric height was determined by GPS observations and a
 AE7541.high-resolution geoid model.
 AE7541
 AE7541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7541
 AE7541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7541
 AE7541.The ellipsoidal height was determined by GPS observations
 AE7541.and is referenced to NAD 83.
 AE7541
 AE7541.The geoid height was determined by GEOID03.
 AE7541
 AE7541;                    North         East     Units Scale Factor Converg.
 AE7541;SPC SC       -   193,947.732   626,501.635   MT  0.99979481   +0 06 03.4
 AE7541;SPC SC       -   636,311.46  2,055,451.56   iFT  0.99979481   +0 06 03.4
 AE7541;UTM  17      - 3,715,837.836   516,898.361   MT  0.99960352   +0 06 02.6
 AE7541
 AE7541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7541!SPC SC       -   0.99998915  x   0.99979481  =   0.99978396
 AE7541!UTM  17      -   0.99998915  x   0.99960352  =   0.99959267
 AE7541
 AE7541:                Primary Azimuth Mark                     Grid Az
 AE7541:SPC SC       -  12889E                                   032 34 48.9
 AE7541:UTM  17      -  12889E                                   032 34 49.7
 AE7541
 AE7541|---------------------------------------------------------------------|
 AE7541| PID    Reference Object                     Distance      Geod. Az  |
 AE7541|                                                           dddmmss.s |
 AE7541| AE7543 12889E                              APPROX. 1.3 KM 0324052.3 |
 AE7541| AE7542 12889C                              APPROX. 0.7 KM 1992541.4 |
 AE7541|---------------------------------------------------------------------|
 AE7541
 AE7541                          SUPERSEDED SURVEY CONTROL
 AE7541
 AE7541  NAD 83(1995)-  33 34 55.60396(N)    080 49 04.44347(W) AD(       ) 1
 AE7541  ELLIP H (12/20/99)   69.13   (m)                       GP(       ) 4 1
 AE7541  NAD 83(1986)-  33 34 55.61783(N)    080 49 04.44228(W) AD(       ) 1
 AE7541
 AE7541.Superseded values are not recommended for survey control.
 AE7541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7541.See file dsdata.txt to determine how the superseded data were derived.
 AE7541
 AE7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1689815838(NAD 83)
 AE7541_MARKER: DD = SURVEY DISK
 AE7541_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7541+WITH SETTING: INFORMATION.
 AE7541_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7541_STAMPING: 12889D 1993
 AE7541_MARK LOGO: SCDHPT
 AE7541_PROJECTION: FLUSH
 AE7541_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7541+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE7541_ROD/PIPE-DEPTH: 2.0  meters
 AE7541
 AE7541  HISTORY     - Date     Condition        Report By
 AE7541  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7541
 AE7541                          STATION DESCRIPTION
 AE7541
 AE7541'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7541'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTHEAST OF ORANGEBURG, 6.5
 AE7541'MILES (10.5 KM) SOUTHWEST OF ST.  MATTHEWS.  OWNERSHIP--SCDHPT,
 AE7541'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, S.C.  29202,
 AE7541'PHONE 803-737-1350.  TO REACH THE STATION FROM THE INTERCHANGE OF
 AE7541'INTERSTATE HIGHWAY 26 AND US HIGHWAY 601 (EXIT 145) , GO NORTHEAST ON
 AE7541'HIGHWAY 601 FOR 1.75 MILES (2.82 KM) TO THE CROSSROADS IN JAMISON.
 AE7541'TURN LEFT AND GO NORTHWEST ON S-38-166 FOR 0.15 MILE (0.24 KM) TO THE
 AE7541'STATION ON THE RIGHT JUST AFTER CROSSING THE RAILROAD TRACKS. STATION
 AE7541'IS A DISK ATTACHED TO A GALVANIZED ROD DRIVEN INTO THE GROUND
 AE7541'SURROUNDED BY CONCRETE, AND FLUSH WITH GROUND SURFACE, 18.5 FEET (5.6
 AE7541'M) SOUTHWEST OF THE WEST RAIL OF RAILROAD TRACK, 15.0 FEET (4.6 M)
 AE7541'NORTHEAST OF AN UNDERGROUND CONCRETE MARKER, 45.0 FEET (13.7 M)
 AE7541'NORTHEAST OF THE CENTER OF S-38-166, 58.0 FEET (17.7 M) EAST SOUTHEAST
 AE7541'OF ROAD SIGN OC 1317, 102.0 FEET (31.1 M) EAST NORTHEAST OF SCE AND G
 AE7541'POLE NUMBER 344492, 0.7 FOOT (21.3 CM) SOUTH OF A BROWN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7543 ***********************************************************************
 AE7543  DESIGNATION -  12889E
 AE7543  PID         -  AE7543
 AE7543  STATE/COUNTY-  SC/ORANGEBURG
 AE7543  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AE7543
 AE7543                         *CURRENT SURVEY CONTROL
 AE7543  ___________________________________________________________________
 AE7543* NAD 83(2001)-  33 35 31.16508(N)    080 48 37.18335(W)     ADJUSTED  
 AE7543* NAVD 88     -       108.3    (meters)     355.     (feet)  GPS OBS   
 AE7543  ___________________________________________________________________
 AE7543  X           -     849,380.924 (meters)                     COMP
 AE7543  Y           -  -5,250,232.938 (meters)                     COMP
 AE7543  Z           -   3,508,880.524 (meters)                     COMP
 AE7543  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AE7543  ELLIP HEIGHT-          76.99  (meters)          (03/27/03) GPS OBS
 AE7543  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AE7543
 AE7543  HORZ ORDER  -  FIRST
 AE7543  ELLP ORDER  -  FOURTH    CLASS II
 AE7543
 AE7543.The horizontal coordinates were established by GPS observations
 AE7543.and adjusted by the National Geodetic Survey in March 2003..
 AE7543
 AE7543.The orthometric height was determined by GPS observations and a
 AE7543.high-resolution geoid model.
 AE7543
 AE7543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7543
 AE7543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7543
 AE7543.The ellipsoidal height was determined by GPS observations
 AE7543.and is referenced to NAD 83.
 AE7543
 AE7543.The geoid height was determined by GEOID03.
 AE7543
 AE7543;                    North         East     Units Scale Factor Converg.
 AE7543;SPC SC       -   195,044.395   627,202.447   MT  0.99979456   +0 06 18.6
 AE7543;SPC SC       -   639,909.43  2,057,750.81   iFT  0.99979456   +0 06 18.6
 AE7543;UTM  17      - 3,716,934.288   517,599.044   MT  0.99960382   +0 06 17.8
 AE7543
 AE7543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7543!SPC SC       -   0.99998791  x   0.99979456  =   0.99978248
 AE7543!UTM  17      -   0.99998791  x   0.99960382  =   0.99959174
 AE7543
 AE7543:                Primary Azimuth Mark                     Grid Az
 AE7543:SPC SC       -  12889F                                   044 48 18.6
 AE7543:UTM  17      -  12889F                                   044 48 19.4
 AE7543
 AE7543|---------------------------------------------------------------------|
 AE7543| PID    Reference Object                     Distance      Geod. Az  |
 AE7543|                                                           dddmmss.s |
 AE7543| AE7544 12889F                              APPROX. 1.0 KM 0445437.2 |
 AE7543|---------------------------------------------------------------------|
 AE7543
 AE7543                          SUPERSEDED SURVEY CONTROL
 AE7543
 AE7543  NAD 83(1995)-  33 35 31.16506(N)    080 48 37.18333(W) AD(       ) 1
 AE7543  ELLIP H (12/20/99)   77.00   (m)                       GP(       ) 4 1
 AE7543  NAD 83(1986)-  33 35 31.17895(N)    080 48 37.18204(W) AD(       ) 1
 AE7543
 AE7543.Superseded values are not recommended for survey control.
 AE7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7543.See file dsdata.txt to determine how the superseded data were derived.
 AE7543
 AE7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1759916934(NAD 83)
 AE7543_MARKER: DD = SURVEY DISK
 AE7543_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7543+WITH SETTING: INFORMATION.
 AE7543_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7543_STAMPING: 12889E 1993
 AE7543_MARK LOGO: SCDHPT
 AE7543_PROJECTION: FLUSH
 AE7543_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7543+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE7543_ROD/PIPE-DEPTH: 2.0  meters
 AE7543
 AE7543  HISTORY     - Date     Condition        Report By
 AE7543  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7543  HISTORY     - 20031104 MARK NOT FOUND   SCGS
 AE7543
 AE7543                          STATION DESCRIPTION
 AE7543
 AE7543'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7543'STATION IS LOCATED 6.8 MILES (10.9 KM) , 6.0 MILES (9.7 KM) NORTHWEST
 AE7543'OF CAMERON.  OWNERSHIP--DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AE7543'COLUMBIA, S.C.  29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 AE7543'INTERCHANGE OF INTERSTATE HIGHWAY 26 AND US HIGHWAY 601 (EXIT 145) ,
 AE7543'ABOUT 4.5 MILES (7.2 KM) NORTHEAST OF ORANGEBURG, GO NORTHEAST ON
 AE7543'HIGHWAY 601 FOR 2.9 MILES (4.7 KM) TO A DRIVEWAY RIGHT AND STATION.
 AE7543'STATION IS A DISK ATTACHED TO A GALVANIZED ROD DRIVEN INTO THE GROUND
 AE7543'SURROUNDED BY CONCRETE AND RECESSED 1.0 FOOT (0.3 M) BELOW GROUND
 AE7543'SURFACE, 5 FEET (1.5 M) NORTHWEST OF SCE AND G POWER POLE NUMBER
 AE7543'257080,4 FEET NORTHWEST OF METAL UNDERGROUND CABLE MARKER NUMBER 5000
 AE7543'297, 17 FEET (5.2 M) SOUTHWEST OF APPROXIMATE CENTER OF DRIVEWAY, 14.5
 AE7543'FEET (4.4 M) SOUTH SOUTHEAST OF SOUTHWEST END OF CONCRETE CULVERT,
 AE7543'34.5 FEET (10.5 M) SOUTHEAST OF CENTER OF HIGHWAY 601, 5 FEET (1.5 M)
 AE7543'NORTHWEST OF A WITNESS POST.
 AE7543
 AE7543                          STATION RECOVERY (2003)
 AE7543
 AE7543'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE7543'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 AE7543'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 AE7543'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY GRADING
 AE7543'IN AN AREA OF NEW HIGHWAY CONSTRUCTION. RECOVERY BY  ROBERT P.
 AE7543'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7544 ***********************************************************************
 AE7544  DESIGNATION -  12889F
 AE7544  PID         -  AE7544
 AE7544  STATE/COUNTY-  SC/ORANGEBURG
 AE7544  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AE7544
 AE7544                         *CURRENT SURVEY CONTROL
 AE7544  ___________________________________________________________________
 AE7544* NAD 83(2001)-  33 35 53.18330(N)    080 48 10.95335(W)     ADJUSTED  
 AE7544* NAVD 88     -       106.3    (meters)     349.     (feet)  GPS OBS   
 AE7544  ___________________________________________________________________
 AE7544  X           -     849,988.309 (meters)                     COMP
 AE7544  Y           -  -5,249,752.684 (meters)                     COMP
 AE7544  Z           -   3,509,444.479 (meters)                     COMP
 AE7544  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AE7544  ELLIP HEIGHT-          74.97  (meters)          (03/27/03) GPS OBS
 AE7544  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AE7544
 AE7544  HORZ ORDER  -  FIRST
 AE7544  ELLP ORDER  -  FOURTH    CLASS II
 AE7544
 AE7544.The horizontal coordinates were established by GPS observations
 AE7544.and adjusted by the National Geodetic Survey in March 2003..
 AE7544
 AE7544.The orthometric height was determined by GPS observations and a
 AE7544.high-resolution geoid model.
 AE7544
 AE7544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7544
 AE7544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7544
 AE7544.The ellipsoidal height was determined by GPS observations
 AE7544.and is referenced to NAD 83.
 AE7544
 AE7544.The geoid height was determined by GEOID03.
 AE7544
 AE7544;                    North         East     Units Scale Factor Converg.
 AE7544;SPC SC       -   195,723.895   627,877.342   MT  0.99979443   +0 06 33.1
 AE7544;SPC SC       -   642,138.76  2,059,965.03   iFT  0.99979443   +0 06 33.1
 AE7544;UTM  17      - 3,717,613.656   518,273.812   MT  0.99960412   +0 06 32.4
 AE7544
 AE7544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7544!SPC SC       -   0.99998823  x   0.99979443  =   0.99978266
 AE7544!UTM  17      -   0.99998823  x   0.99960412  =   0.99959236
 AE7544
 AE7544:                Primary Azimuth Mark                     Grid Az
 AE7544:SPC SC       -  12889E                                   224 48 18.6
 AE7544:UTM  17      -  12889E                                   224 48 19.3
 AE7544
 AE7544|---------------------------------------------------------------------|
 AE7544| PID    Reference Object                     Distance      Geod. Az  |
 AE7544|                                                           dddmmss.s |
 AE7544| AE7543 12889E                              APPROX. 1.0 KM 2245451.7 |
 AE7544|---------------------------------------------------------------------|
 AE7544
 AE7544                          SUPERSEDED SURVEY CONTROL
 AE7544
 AE7544  NAD 83(1995)-  33 35 53.18328(N)    080 48 10.95333(W) AD(       ) 1
 AE7544  ELLIP H (12/20/99)   74.98   (m)                       GP(       ) 4 1
 AE7544  NAD 83(1986)-  33 35 53.19722(N)    080 48 10.95209(W) AD(       ) 1
 AE7544
 AE7544.Superseded values are not recommended for survey control.
 AE7544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7544.See file dsdata.txt to determine how the superseded data were derived.
 AE7544
 AE7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1827417614(NAD 83)
 AE7544_MARKER: DD = SURVEY DISK
 AE7544_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7544+WITH SETTING: INFORMATION.
 AE7544_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7544_STAMPING: 12889F 1993
 AE7544_MARK LOGO: SCDHPT
 AE7544_PROJECTION: RECESSED 2 CENTIMETERS
 AE7544_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7544+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE7544_ROD/PIPE-DEPTH: 2.0  meters
 AE7544
 AE7544  HISTORY     - Date     Condition        Report By
 AE7544  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7544  HISTORY     - 20031104 MARK NOT FOUND   SCGS
 AE7544
 AE7544                          STATION DESCRIPTION
 AE7544
 AE7544'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7544'STATION IS LOCATED 7.3 MILES (11.7 KM) NORTHEAST OF ORANGEBURG, 4.7
 AE7544'MILES (7.6 KM) SOUTHWEST OF ST.  MATTHEWS.  OWNERSHIP SCDHPT, DIRECTOR
 AE7544'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AE7544'803-737-1350.  TO REACH THE STATION FROM INTERCHANGE OF INTERSTATE
 AE7544'HIGHWAY 26 AND U.S HIGHWAY 601 (EXIT 145) , ABOUT 4.5 MILES (7.2 KM)
 AE7544'NORTHEAST OF ORANGEBURG, GO NORTHEAST ON HIGHWAY 601 FOR 3.2 MILES
 AE7544'(5.1 KM) TO STATION ON LEFT.  STATION IS A DISK ATTACHED TO A
 AE7544'GALVANIZED ROD DRIVEN INTO THE GROUND SURROUNDED BY CONCRETE AND
 AE7544'RECESSED 0.6 FOOT (18.3 CM) BELOW THE GROUND SURFACE, 32.0 FEET (9.8
 AE7544'M) NORTHWEST OF CENTERLINE OF HIGHWAY 601, 54.0 FEET (16.5 M)
 AE7544'NORTHEAST OF CONCRETE CULVERT, 117.0 FEET (35.7 M) SOUTHWEST OF SCE
 AE7544'AND G POWER POLE NUMBER 391716 WITH TRANSFORMER, 96.8 FEET (29.5 M)
 AE7544'EAST OF EAST CORNER OF BRICK HOME, 1.1 SOUTHEAST OF A WITNESS POST.
 AE7544
 AE7544                          STATION RECOVERY (2003)
 AE7544
 AE7544'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE7544'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 AE7544'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 AE7544'LOCATED THIS STATION WITH NO  RESULTS, POSITION LEADS TO AN AREA NOW
 AE7544'COVERED BY HIGHWAY ASPHALT, PRESUMED  DESTROYED. RECOVERY BY  ROBERT
 AE7544'P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7545 ***********************************************************************
 AE7545  HT_MOD      -  This is a Height Modernization Survey Station.
 AE7545  DESIGNATION -  12889G
 AE7545  PID         -  AE7545
 AE7545  STATE/COUNTY-  SC/CALHOUN
 AE7545  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AE7545
 AE7545                         *CURRENT SURVEY CONTROL
 AE7545  ___________________________________________________________________
 AE7545* NAD 83(2001)-  33 37 08.98573(N)    080 47 38.36150(W)     ADJUSTED  
 AE7545* NAVD 88     -       108.29   (meters)     355.3    (feet)  GPS OBS   
 AE7545  ___________________________________________________________________
 AE7545  X           -     850,611.258 (meters)                     COMP
 AE7545  Y           -  -5,248,343.868 (meters)                     COMP
 AE7545  Z           -   3,511,390.662 (meters)                     COMP
 AE7545  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AE7545  ELLIP HEIGHT-          76.96  (meters)          (05/06/05) GPS OBS
 AE7545  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AE7545
 AE7545  HORZ ORDER  -  FIRST
 AE7545  ELLP ORDER  -  FOURTH    CLASS II
 AE7545
 AE7545.The horizontal coordinates were established by GPS observations
 AE7545.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE7545
 AE7545.The orthometric height was determined by GPS observations and a
 AE7545.high-resolution geoid model using precise GPS observation and
 AE7545.processing techniques.
 AE7545
 AE7545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7545
 AE7545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7545
 AE7545.The ellipsoidal height was determined by GPS observations
 AE7545.and is referenced to NAD 83.
 AE7545
 AE7545.The geoid height was determined by GEOID03.
 AE7545
 AE7545;                    North         East     Units Scale Factor Converg.
 AE7545;SPC SC       -   198,060.507   628,712.817   MT  0.99979404   +0 06 51.2
 AE7545;SPC SC       -   649,804.81  2,062,706.09   iFT  0.99979404   +0 06 51.2
 AE7545;UTM  17      - 3,719,949.821   519,109.137   MT  0.99960450   +0 06 50.6
 AE7545
 AE7545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7545!SPC SC       -   0.99998792  x   0.99979404  =   0.99978196
 AE7545!UTM  17      -   0.99998792  x   0.99960450  =   0.99959242
 AE7545
 AE7545:                Primary Azimuth Mark                     Grid Az
 AE7545:SPC SC       -  12889H                                   308 56 55.5
 AE7545:UTM  17      -  12889H                                   308 56 56.1
 AE7545
 AE7545|---------------------------------------------------------------------|
 AE7545| PID    Reference Object                     Distance      Geod. Az  |
 AE7545|                                                           dddmmss.s |
 AE7545| AE7546 12889H                              APPROX. 0.6 KM 3090346.7 |
 AE7545|---------------------------------------------------------------------|
 AE7545
 AE7545                          SUPERSEDED SURVEY CONTROL
 AE7545
 AE7545  NAD 83(2001)-  33 37 08.98455(N)    080 47 38.36215(W) AD(       ) 1
 AE7545  ELLIP H (03/27/03)   76.99   (m)                       GP(       ) 4 2
 AE7545  NAD 83(1995)-  33 37 08.98453(N)    080 47 38.36213(W) AD(       ) 1
 AE7545  ELLIP H (12/20/99)   77.00   (m)                       GP(       ) 4 1
 AE7545  NAD 83(1986)-  33 37 08.99853(N)    080 47 38.36060(W) AD(       ) 1
 AE7545
 AE7545.Superseded values are not recommended for survey control.
 AE7545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7545.See file dsdata.txt to determine how the superseded data were derived.
 AE7545
 AE7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1910919950(NAD 83)
 AE7545_MARKER: DD = SURVEY DISK
 AE7545_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7545+WITH SETTING: INFORMATION.
 AE7545_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7545_STAMPING: 12889G 1993
 AE7545_MARK LOGO: SCDHPT
 AE7545_PROJECTION: RECESSED 3 CENTIMETERS
 AE7545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE7545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7545+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 AE7545_ROD/PIPE-DEPTH: 2.0  meters
 AE7545
 AE7545  HISTORY     - Date     Condition        Report By
 AE7545  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7545  HISTORY     - 20031103 GOOD             SCGS
 AE7545
 AE7545                          STATION DESCRIPTION
 AE7545
 AE7545'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7545'STATION IS LOCATED 8.7 MILES (14.0 KM) NORTHEAST OF ORANGEBURG, 3.2
 AE7545'MILES (5.1 KM) SOUTHWEST OF ST.  MATTHEWS.  OWNERSHIP SCDHPT, DIRECTOR
 AE7545'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AE7545'803-737-1350.  TO REACH THE STATION FROM INTERCHANGE OF INTERSTATE
 AE7545'HIGHWAY 26 AND US HIGHWAY 601 (EXIT 145) , ABOUT 4.5 MILES (7.2 KM)
 AE7545'NORTHEAST OF ORANGEBURG, GO NORTHEAST ON HIGHWAY 601 FOR 5.05 MILES
 AE7545'(8.13 KM) TO A SIDE ROAD RIGHT (S-9-225) .  TURN RIGHT, GO SOUTHEAST
 AE7545'ON S-9-225 FOR 0.25 MILE (0.40 KM) TO STATION ON RIGHT.  STATION IS A
 AE7545'DISK ATTACHED TO A GALVANIZED ROD DRIVEN INTO THE GROUND SURROUNDED BY
 AE7545'CONCRETE AND RECESSED 0.4 FOOT (12.2 CM) BELOW THE GROUND SURFACE,
 AE7545'96.O FEET SOUTH SOUTHEAST OF POWER LINE POLE, 22.5 FEET (6.9 M)
 AE7545'SOUTHWEST OF CENTERLINE OF S-9-225, 28.5 FEET (8.7 M) NORTHEAST OF A
 AE7545'6-INCH GEM TREE, 32.0 FEET (9.8 M) SOUTHEAST OF A 8-INCH GEM TREE,
 AE7545'72.0 FEET (21.9 M) NORTHWEST OF APPROXIMATE CENTER OF PAVED DRIVEWAY.
 AE7545
 AE7545                          STATION RECOVERY (2003)
 AE7545
 AE7545'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE7545'STATION IS LOCATED 3.2 MILES SOUTH SOUTHWEST OF SAINT MATTHEWS.
 AE7545'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AE7545'COLUMBIA, SC 29202, PHONE 803-737-1350. T0 REACH THE STATION FROM THE
 AE7545'JUNCTION OF U.S. HIGHWAYS 176 AND 601, 1.8 MILES SOUTH  SOUTHWEST OF
 AE7545'SAINT MATTHEWS, GO SOUTH SOUTHWEST ON HIGHWAY 601 FOR 1.4 MILES TO THE
 AE7545'JUNCTION OF STATE ROAD 225 (MOORER ROAD), TURN LEFT ON ROAD 225 FOR
 AE7545'0.4 MILE TO THE  STATION ON THE RIGHT NEAR A ROW OF CEDAR TREES ON TOP
 AE7545'OF A CUT BANK. STATION IS A DISK ATTACHED TO A SHORT STEEL ROD
 AE7545'RECESSED 0.1 FOOT AND LEVEL WITH THE  ROAD, 23.0 FEET SOUTHWEST OF THE
 AE7545'CENTER OF THE ROAD, 57.0 FEET SOUTHEAST OF THE  SOUTHEAST END OF A
 AE7545'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A FIELD ACCESS ROAD, 61.5 FEET
 AE7545'NORTHWEST OF THE NORTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 AE7545'BENEATH A FIELD  ACCESS ROAD, 28.0 FEET NORTH NORTHEAST OF A 1.0-FOOT
 AE7545'SWEET GUM TREE WITH A SCGS  REFERENCE WASHER ATTACHED, 82.5 FEET
 AE7545'SOUTHWEST OF A POWER POLE WITH GUY WIRE, 2.8  FEET NORTHEAST OF A
 AE7545'WITNESS POST. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7546 ***********************************************************************
 AE7546  DESIGNATION -  12889H
 AE7546  PID         -  AE7546
 AE7546  STATE/COUNTY-  SC/CALHOUN
 AE7546  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AE7546
 AE7546                         *CURRENT SURVEY CONTROL
 AE7546  ___________________________________________________________________
 AE7546* NAD 83(2001)-  33 37 21.62641(N)    080 47 56.97913(W)     ADJUSTED  
 AE7546* NAVD 88     -        99.0    (meters)     325.     (feet)  GPS OBS   
 AE7546  ___________________________________________________________________
 AE7546  X           -     850,101.815 (meters)                     COMP
 AE7546  Y           -  -5,248,200.101 (meters)                     COMP
 AE7546  Z           -   3,511,709.820 (meters)                     COMP
 AE7546  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AE7546  ELLIP HEIGHT-          67.65  (meters)          (03/27/03) GPS OBS
 AE7546  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AE7546
 AE7546  HORZ ORDER  -  FIRST
 AE7546  ELLP ORDER  -  FOURTH    CLASS II
 AE7546
 AE7546.The horizontal coordinates were established by GPS observations
 AE7546.and adjusted by the National Geodetic Survey in March 2003..
 AE7546
 AE7546.The orthometric height was determined by GPS observations and a
 AE7546.high-resolution geoid model.
 AE7546
 AE7546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7546
 AE7546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7546
 AE7546.The ellipsoidal height was determined by GPS observations
 AE7546.and is referenced to NAD 83.
 AE7546
 AE7546.The geoid height was determined by GEOID03.
 AE7546
 AE7546;                    North         East     Units Scale Factor Converg.
 AE7546;SPC SC       -   198,448.939   628,232.265   MT  0.99979399   +0 06 40.8
 AE7546;SPC SC       -   651,079.20  2,061,129.48   iFT  0.99979399   +0 06 40.8
 AE7546;UTM  17      - 3,720,338.181   518,628.677   MT  0.99960428   +0 06 40.4
 AE7546
 AE7546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7546!SPC SC       -   0.99998938  x   0.99979399  =   0.99978337
 AE7546!UTM  17      -   0.99998938  x   0.99960428  =   0.99959366
 AE7546
 AE7546:                Primary Azimuth Mark                     Grid Az
 AE7546:SPC SC       -  12889G                                   128 56 55.6
 AE7546:UTM  17      -  12889G                                   128 56 56.0
 AE7546
 AE7546|---------------------------------------------------------------------|
 AE7546| PID    Reference Object                     Distance      Geod. Az  |
 AE7546|                                                           dddmmss.s |
 AE7546| AE7545 12889G                              APPROX. 0.6 KM 1290336.4 |
 AE7546|---------------------------------------------------------------------|
 AE7546
 AE7546                          SUPERSEDED SURVEY CONTROL
 AE7546
 AE7546  NAD 83(1995)-  33 37 21.62640(N)    080 47 56.97910(W) AD(       ) 1
 AE7546  ELLIP H (12/20/99)   67.66   (m)                       GP(       ) 4 1
 AE7546  NAD 83(1986)-  33 37 21.64038(N)    080 47 56.97752(W) AD(       ) 1
 AE7546
 AE7546.Superseded values are not recommended for survey control.
 AE7546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7546.See file dsdata.txt to determine how the superseded data were derived.
 AE7546
 AE7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1862920338(NAD 83)
 AE7546_MARKER: DD = SURVEY DISK
 AE7546_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7546+WITH SETTING: INFORMATION.
 AE7546_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7546_STAMPING: 12889H 1993
 AE7546_MARK LOGO: SCDHPT
 AE7546_PROJECTION: FLUSH
 AE7546_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7546+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE7546_ROD/PIPE-DEPTH: 2.0  meters
 AE7546
 AE7546  HISTORY     - Date     Condition        Report By
 AE7546  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7546  HISTORY     - 20031104 MARK NOT FOUND   SCGS
 AE7546
 AE7546                          STATION DESCRIPTION
 AE7546
 AE7546'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7546'STATION IS LOCATED 8.8 MILES (14.2 KM) NORTHEAST OF ORANGEBURG, 3.0
 AE7546'MILES (4.8 KM) SOUTHWEST OF ST.  MATTHEWS.  OWNERSHIP--SCDHPT DIRECTOR
 AE7546'OF PRECONSTRUCTION, P.O.  BOX 191,COLUMBIA, SC 29202, PHONE
 AE7546'803-737-1350.  TO REACH THE STATION FROM INTERCHANGE OF INTERSTATE
 AE7546'HIGHWAY 26 AND U.S.  HIGHWAY 601 (EXIT 145) , ABOUT 4.5 MILES (7.2 KM)
 AE7546'NORTHEAST OF ORANGEBURG, GO NORTHEAST ON HIGHWAY 601 FOR 5.05 MILES
 AE7546'(8.13 KM) TO SIDE ROAD RIGHT (S-9-225) AND STATION IN NORTHEAST CORNER
 AE7546'OF INTERSECTION.  STATION IS A DISK ATTACHED TO A GALVANIZED ROD
 AE7546'DRIVEN INTO THE GROUND SURROUNDED BY CONCRETE AND RECESSED 0.2 FOOT
 AE7546'(6.1 CM) BELOW THE GROUND SURFACE, 78.0 FEET (23.8 M) SOUTHEAST OF
 AE7546'CENTERLINE OF HIGHWAY 601, 30.0 FEET (9.1 M) NORTHEAST OF CENTERLINE
 AE7546'OF S-9-225, 20.5 FEET (6.2 M) NORTH NORTHWEST OF A POWER LINE POLE,
 AE7546'15.0 FEET (4.6 M) EAST OF A CONCRETE CULVERT, 7.0 FEET (2.1 M)
 AE7546'SOUTHWEST OF A WIRE FENCE, 6.0 FEET (1.8 M) WEST NORTHWEST OF A
 AE7546'WITNESS POST.
 AE7546
 AE7546                          STATION RECOVERY (2003)
 AE7546
 AE7546'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE7546'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 AE7546'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 AE7546'LOCATED THIS STATION WITH NO  RESULTS, POSITION LEADS TO A CUT-BANK IN
 AE7546'AN AREA OF NEW HIGHWAY AND  INTERSECTION CONSTRUCTION, PRESUMED
 AE7546'DESTROYED. RECOVERY BY  ROBERT P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7547 ***********************************************************************
 AE7547  DESIGNATION -  12889I
 AE7547  PID         -  AE7547
 AE7547  STATE/COUNTY-  SC/CALHOUN
 AE7547  USGS QUAD   -  ST MATTHEWS (1986)
 AE7547
 AE7547                         *CURRENT SURVEY CONTROL
 AE7547  ___________________________________________________________________
 AE7547* NAD 83(2001)-  33 38 14.34993(N)    080 47 04.87768(W)     ADJUSTED  
 AE7547* NAVD 88     -       101.3    (meters)     332.     (feet)  GPS OBS   
 AE7547  ___________________________________________________________________
 AE7547  X           -     851,283.690 (meters)                     COMP
 AE7547  Y           -  -5,247,099.061 (meters)                     COMP
 AE7547  Z           -   3,513,063.647 (meters)                     COMP
 AE7547  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AE7547  ELLIP HEIGHT-          69.96  (meters)          (03/27/03) GPS OBS
 AE7547  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AE7547
 AE7547  HORZ ORDER  -  FIRST
 AE7547  ELLP ORDER  -  FOURTH    CLASS II
 AE7547
 AE7547.The horizontal coordinates were established by GPS observations
 AE7547.and adjusted by the National Geodetic Survey in March 2003..
 AE7547
 AE7547.The orthometric height was determined by GPS observations and a
 AE7547.high-resolution geoid model.
 AE7547
 AE7547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7547
 AE7547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7547
 AE7547.The ellipsoidal height was determined by GPS observations
 AE7547.and is referenced to NAD 83.
 AE7547
 AE7547.The geoid height was determined by GEOID03.
 AE7547
 AE7547;                    North         East     Units Scale Factor Converg.
 AE7547;SPC SC       -   200,075.712   629,571.535   MT  0.99979381   +0 07 09.7
 AE7547;SPC SC       -   656,416.38  2,065,523.41   iFT  0.99979381   +0 07 09.7
 AE7547;UTM  17      - 3,721,964.643   519,967.696   MT  0.99960492   +0 07 09.4
 AE7547
 AE7547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7547!SPC SC       -   0.99998902  x   0.99979381  =   0.99978283
 AE7547!UTM  17      -   0.99998902  x   0.99960492  =   0.99959394
 AE7547
 AE7547:                Primary Azimuth Mark                     Grid Az
 AE7547:SPC SC       -  12889J                                   310 29 22.3
 AE7547:UTM  17      -  12889J                                   310 29 22.6
 AE7547
 AE7547|---------------------------------------------------------------------|
 AE7547| PID    Reference Object                     Distance      Geod. Az  |
 AE7547|                                                           dddmmss.s |
 AE7547| AE7548 12889J                              APPROX. 0.8 KM 3103632.0 |
 AE7547| AE7549 12889K                              APPROX. 1.5 KM 3583849.5 |
 AE7547|---------------------------------------------------------------------|
 AE7547
 AE7547                          SUPERSEDED SURVEY CONTROL
 AE7547
 AE7547  NAD 83(1995)-  33 38 14.34992(N)    080 47 04.87766(W) AD(       ) 1
 AE7547  ELLIP H (12/20/99)   69.97   (m)                       GP(       ) 4 1
 AE7547  NAD 83(1986)-  33 38 14.36400(N)    080 47 04.87615(W) AD(       ) 1
 AE7547
 AE7547.Superseded values are not recommended for survey control.
 AE7547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7547.See file dsdata.txt to determine how the superseded data were derived.
 AE7547
 AE7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1996821965(NAD 83)
 AE7547_MARKER: DD = SURVEY DISK
 AE7547_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7547+WITH SETTING: INFORMATION.
 AE7547_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7547_STAMPING: 12889I 1993
 AE7547_MARK LOGO: SCDHPT
 AE7547_PROJECTION: FLUSH
 AE7547_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7547+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE7547_ROD/PIPE-DEPTH: 2.0  meters
 AE7547
 AE7547  HISTORY     - Date     Condition        Report By
 AE7547  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7547  HISTORY     - 20031104 MARK NOT FOUND   SCGS
 AE7547
 AE7547                          STATION DESCRIPTION
 AE7547
 AE7547'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7547'STATION IS LOCATED 10.1 MILES (16.3 KM) NORTHWEST OF ORANGEBURG, 1.8
 AE7547'MILES (2.9 KM) SOUTH OF ST.  MATTHEWS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 AE7547'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AE7547'803-737-1350.  TO REACH THE STATION FROM INTERCHANGE OF INTERSTATE
 AE7547'HIGHWAY 26 AND U.S.  HIGHWAY 601, ABOUT 4.5 MILES (7.2 KM) NORTHEAST
 AE7547'OF ORANGEBURG, GO NORTHEAST ON HIGHWAY 601 FOR 6.45 MILES (10.38 KM)
 AE7547'TO A CROSSROAD AND JUNCTION OF US HIGHWAY 176.  TURN RIGHT, GO
 AE7547'SOUTHEAST ON HIGHWAY 176 FOR 0.15 MILE (0.24 KM) TO TOP OF GRADE AND
 AE7547'STATION ON THE LEFT.  STATION IS A DISK ATTACHED TO A GALVANIZED ROD
 AE7547'DRIVEN INTO THE GROUND SURROUNED BY CONCRETE AND RECESS CONCRETE 0.2
 AE7547'FOOT (6.1 CM) BELOW THE GROUND SURFACE, 27.0 FEET (8.2 M) NORTHEAST OF
 AE7547'CENTER LINE OF HIGHWAY 176 100.5 FEET (30.6 M) NORTH OF UNDERGROUND
 AE7547'CABLE MARKER, 2.5 FEET (0.8 M) NORTHEAST OF EDGE OF SHOULDER OF ROAD,
 AE7547'15.0 FEET (4.6 M) SOUTHWEST OF A WITNESS POST.
 AE7547
 AE7547                          STATION RECOVERY (2003)
 AE7547
 AE7547'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE7547'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 AE7547'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 AE7547'LOCATED THIS STATION WITH NO  RESULTS, POSITION LEADS TO A GRADED
 AE7547'SHOULDER IN AN AREA OF NEW HIGHWAY  CONSTRUCTION, PRESUMED DESTROYED.
 AE7547'RECOVERY BY  ROBERT P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7548 ***********************************************************************
 AE7548  HT_MOD      -  This is a Height Modernization Survey Station.
 AE7548  DESIGNATION -  12889J
 AE7548  PID         -  AE7548
 AE7548  STATE/COUNTY-  SC/CALHOUN
 AE7548  USGS QUAD   -  ST MATTHEWS (1986)
 AE7548
 AE7548                         *CURRENT SURVEY CONTROL
 AE7548  ___________________________________________________________________
 AE7548* NAD 83(2001)-  33 38 30.25124(N)    080 47 27.05254(W)     ADJUSTED  
 AE7548* NAVD 88     -        92.96   (meters)     305.0    (feet)  GPS OBS   
 AE7548  ___________________________________________________________________
 AE7548  X           -     850,675.042 (meters)                     COMP
 AE7548  Y           -  -5,246,915.801 (meters)                     COMP
 AE7548  Z           -   3,513,466.913 (meters)                     COMP
 AE7548  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AE7548  ELLIP HEIGHT-          61.63  (meters)          (05/06/05) GPS OBS
 AE7548  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AE7548
 AE7548  HORZ ORDER  -  FIRST
 AE7548  ELLP ORDER  -  FOURTH    CLASS II
 AE7548
 AE7548.The horizontal coordinates were established by GPS observations
 AE7548.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE7548
 AE7548.The orthometric height was determined by GPS observations and a
 AE7548.high-resolution geoid model using precise GPS observation and
 AE7548.processing techniques.
 AE7548
 AE7548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7548
 AE7548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7548
 AE7548.The ellipsoidal height was determined by GPS observations
 AE7548.and is referenced to NAD 83.
 AE7548
 AE7548.The geoid height was determined by GEOID03.
 AE7548
 AE7548;                    North         East     Units Scale Factor Converg.
 AE7548;SPC SC       -   200,564.355   628,999.195   MT  0.99979377   +0 06 57.4
 AE7548;SPC SC       -   658,019.54  2,063,645.65   iFT  0.99979377   +0 06 57.4
 AE7548;UTM  17      - 3,722,453.195   519,395.465   MT  0.99960464   +0 06 57.1
 AE7548
 AE7548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7548!SPC SC       -   0.99999032  x   0.99979377  =   0.99978410
 AE7548!UTM  17      -   0.99999032  x   0.99960464  =   0.99959497
 AE7548
 AE7548:                Primary Azimuth Mark                     Grid Az
 AE7548:SPC SC       -  12889L                                   025 49 06.1
 AE7548:UTM  17      -  12889L                                   025 49 06.4
 AE7548
 AE7548|---------------------------------------------------------------------|
 AE7548| PID    Reference Object                     Distance      Geod. Az  |
 AE7548|                                                           dddmmss.s |
 AE7548| AE7550 12889L                              APPROX. 1.8 KM 0255603.5 |
 AE7548| AE7549 12889K                              APPROX. 1.2 KM 0270631.4 |
 AE7548|---------------------------------------------------------------------|
 AE7548
 AE7548                          SUPERSEDED SURVEY CONTROL
 AE7548
 AE7548  NAD 83(2001)-  33 38 30.25039(N)    080 47 27.05291(W) AD(       ) 1
 AE7548  ELLIP H (03/27/03)   61.66   (m)                       GP(       ) 4 2
 AE7548  NAD 83(1995)-  33 38 30.25038(N)    080 47 27.05288(W) AD(       ) 1
 AE7548  ELLIP H (12/20/99)   61.67   (m)                       GP(       ) 4 1
 AE7548  NAD 83(1986)-  33 38 30.26450(N)    080 47 27.05138(W) AD(       ) 1
 AE7548
 AE7548.Superseded values are not recommended for survey control.
 AE7548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7548.See file dsdata.txt to determine how the superseded data were derived.
 AE7548
 AE7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1939522453(NAD 83)
 AE7548_MARKER: DD = SURVEY DISK
 AE7548_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7548+WITH SETTING: INFORMATION.
 AE7548_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7548_STAMPING: 12889J 1993
 AE7548_MARK LOGO: SCDHPT
 AE7548_PROJECTION: RECESSED 8 CENTIMETERS
 AE7548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE7548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7548+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 AE7548_ROD/PIPE-DEPTH: 2.0  meters
 AE7548
 AE7548  HISTORY     - Date     Condition        Report By
 AE7548  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7548  HISTORY     - 20031103 GOOD             SCGS
 AE7548
 AE7548                          STATION DESCRIPTION
 AE7548
 AE7548'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7548'STATION IS LOCATED 11.1 MILES (17.9 KM) NORTHWEST OF ORANGEBURG, 1.6
 AE7548'MILES (2.6 KM) SOUTH OF ST.  MATTHEWS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 AE7548'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AE7548'803-737-1350.  TO REACH THE STATION FROM INTERCHANGE OF INTERSTATE
 AE7548'HIGHWAY 26 AND U.S.  HIGHWAY 601, ABOUT 4.5 MILES (7.2 KM) NORTHEAST
 AE7548'OF ORANGEBURG, GO NORTHEAST ON HIGHWAY 601 FOR 6.45 MILES (10.38 KM)
 AE7548'TO A CROSSROAD AND JUNCTION OF US HIGHWAY 176.  TURN LEFT AND GO
 AE7548'NORTHWEST ON HIGHWAY 176 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE
 AE7548'LEFT, JUST AFTER CROSSING BRIDGE OVER RAILROAD TRACKS.  STATION IS A
 AE7548'DISK ATTACHED TO A GALVANIZED ROD DRIVEN INTO THE GROUND SURROUNDED BY
 AE7548'CONCRETE AND RECESSED 0.1 FOOT (3.0 CM) 0.1 FOOT (3.0 CM) BELOW THE
 AE7548'GROUND SURFACE, 26.5 FEET (8.1 M) SOUTHWEST OF CENTERLINE OF HIGHWAY
 AE7548'176, 52.0 FEET (15.8 M) NORTHWEST OF NORTHWEST CORNER OF BRIDGE, 62.5
 AE7548'FEET (19.1 M) WEST SOUTHWEST OF NORTHEAST CORNER OF BRIDGE, 4.5 FEET
 AE7548'(1.4 M) NORTHEAST OF UNDERGROUND CABLE MARKER 5040 007, 4.7 FEET (1.4
 AE7548'M) NORTHEAST OF A WITNESS POST.
 AE7548
 AE7548                          STATION RECOVERY (2003)
 AE7548
 AE7548'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE7548'STATION IS LOCATED 1.7 MILES SOUTH SOUTHWEST OF SAINT MATTHEWS.
 AE7548'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AE7548'COLUMBIA, SC 29202, PHONE 803-737-1350. T0 REACH THE STATION FROM THE
 AE7548'JUNCTION OF U.S. HIGHWAYS 176 AND 601, 1.8 MILES SOUTH  SOUTHWEST OF
 AE7548'SAINT MATTHEWS, GO NORTHWEST ON HIGHWAY 176 FOR 0.15 MILE TO THE
 AE7548'STATION ON THE LEFT NEAR THE WEST CORNER OF A BRIDGE OVER A SET OF
 AE7548'RAILROAD  TRACKS. STATION IS A DISK ATTACHED TO A SHORT METAL ROD
 AE7548'RECESSED 0.3 FOOT AND 0.5 FOOT BELOW THE  HIGHWAY, 27.0 FEET SOUTHWEST
 AE7548'OF THE CENTER OF THE HIGHWAY, 4.3 FEET NORTHEAST OF A  TELEPHONE
 AE7548'JUNCTION BOX NUMBER 5040/007, 52.5 FEET NORTHWEST OF THE WEST CORNER
 AE7548'OF THE  BRIDGE, 36.5 FEET NORTHWEST OF THE NORTH CORNER OF THE
 AE7548'NORTHWEST END OF A BRIDGE  CURB, 4.8 FEET NORTHEAST OF A WITNESS POST.
 AE7548'RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7549 ***********************************************************************
 AE7549  HT_MOD      -  This is a Height Modernization Survey Station.
 AE7549  DESIGNATION -  12889K
 AE7549  PID         -  AE7549
 AE7549  STATE/COUNTY-  SC/CALHOUN
 AE7549  USGS QUAD   -  ST MATTHEWS (1986)
 AE7549
 AE7549                         *CURRENT SURVEY CONTROL
 AE7549  ___________________________________________________________________
 AE7549* NAD 83(2001)-  33 39 04.17874(N)    080 47 06.28483(W)     ADJUSTED  
 AE7549* NAVD 88     -        81.34   (meters)     266.9    (feet)  GPS OBS   
 AE7549  ___________________________________________________________________
 AE7549  X           -     851,109.024 (meters)                     COMP
 AE7549  Y           -  -5,246,248.876 (meters)                     COMP
 AE7549  Z           -   3,514,330.671 (meters)                     COMP
 AE7549  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AE7549  ELLIP HEIGHT-          50.01  (meters)          (05/06/05) GPS OBS
 AE7549  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AE7549
 AE7549  HORZ ORDER  -  FIRST
 AE7549  ELLP ORDER  -  FOURTH    CLASS II
 AE7549
 AE7549.The horizontal coordinates were established by GPS observations
 AE7549.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE7549
 AE7549.The orthometric height was determined by GPS observations and a
 AE7549.high-resolution geoid model using precise GPS observation and
 AE7549.processing techniques.
 AE7549
 AE7549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7549
 AE7549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7549
 AE7549.The ellipsoidal height was determined by GPS observations
 AE7549.and is referenced to NAD 83.
 AE7549
 AE7549.The geoid height was determined by GEOID03.
 AE7549
 AE7549;                    North         East     Units Scale Factor Converg.
 AE7549;SPC SC       -   201,610.542   629,532.087   MT  0.99979371   +0 07 08.9
 AE7549;SPC SC       -   661,451.91  2,065,393.99   iFT  0.99979371   +0 07 08.9
 AE7549;UTM  17      - 3,723,499.183   519,928.258   MT  0.99960490   +0 07 08.7
 AE7549
 AE7549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7549!SPC SC       -   0.99999215  x   0.99979371  =   0.99978586
 AE7549!UTM  17      -   0.99999215  x   0.99960490  =   0.99959705
 AE7549
 AE7549:                Primary Azimuth Mark                     Grid Az
 AE7549:SPC SC       -  12889L                                   023 27 14.5
 AE7549:UTM  17      -  12889L                                   023 27 14.7
 AE7549
 AE7549|---------------------------------------------------------------------|
 AE7549| PID    Reference Object                     Distance      Geod. Az  |
 AE7549|                                                           dddmmss.s |
 AE7549| AE7550 12889L                              APPROX. 0.6 KM 0233423.4 |
 AE7549| AE7551 12889M                              APPROX. 1.5 KM 0252231.6 |
 AE7549|---------------------------------------------------------------------|
 AE7549
 AE7549                          SUPERSEDED SURVEY CONTROL
 AE7549
 AE7549  NAD 83(2001)-  33 39 04.17765(N)    080 47 06.28523(W) AD(       ) 1
 AE7549  ELLIP H (03/27/03)   50.03   (m)                       GP(       ) 4 2
 AE7549  NAD 83(1995)-  33 39 04.17764(N)    080 47 06.28520(W) AD(       ) 1
 AE7549  ELLIP H (12/20/99)   50.04   (m)                       GP(       ) 4 1
 AE7549  NAD 83(1986)-  33 39 04.19177(N)    080 47 06.28369(W) AD(       ) 1
 AE7549
 AE7549.Superseded values are not recommended for survey control.
 AE7549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7549.See file dsdata.txt to determine how the superseded data were derived.
 AE7549
 AE7549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1992823499(NAD 83)
 AE7549_MARKER: DD = SURVEY DISK
 AE7549_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7549+WITH SETTING: INFORMATION.
 AE7549_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7549_STAMPING: 12889K 1993
 AE7549_MARK LOGO: SCDHPT
 AE7549_PROJECTION: RECESSED 5 CENTIMETERS
 AE7549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE7549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7549+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 AE7549_ROD/PIPE-DEPTH: 2.0  meters
 AE7549
 AE7549  HISTORY     - Date     Condition        Report By
 AE7549  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7549  HISTORY     - 20041001 GOOD             SCGS
 AE7549  HISTORY     - 20041201 GOOD             SCGS
 AE7549
 AE7549                          STATION DESCRIPTION
 AE7549
 AE7549'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7549'STATION IS LOCATED 1.1 MILES (1.8 KM) SOUTHWEST OF ST.  MATTHEWS.
 AE7549'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AE7549'COLUMBIA, SC 29201, PHONE 803-737-1350.  TO REACH THE STATION FROM
 AE7549'JUNCTION OF STATE HIGHWAY 6 (WEST BRIDGE STREET) , SOUTH F.R.  HUFF
 AE7549'DRIVE, AND NORTH F.R.  HUFF DRIVE IN ST.  MATTHEWS, GO SOUTH ON SOUTH
 AE7549'H.R.  HUFF DRIVE FOR 1.05 MILES (1.69 KM) TO STATION ON LEFT. STATION
 AE7549'IS A DISK ATTACHED TO A GALVANIZED ROD DRIVEN INTO THE GROUND
 AE7549'SURROUNDED BY CONCRETE AND FLUSH WITH GROUND SURFACE, 22.3 FEET (6.8
 AE7549'M) WEST NORTHWEST OF WEST RAIL OF RAILROAD TRACK, 66.5 FEET (20.3 M)
 AE7549'NORTHEAST OF APPROXIMATE CENTER OF JIM GLOVER ROAD, 42.4 FEET (12.9 M)
 AE7549'EAST SOUTHEAST OF APPROXIMATE CENTER OF SOUTH F.R. HUFF DRIVE, 43.5
 AE7549'FEET (13.3 M) NORTH-NORTHEAST OF NORTH END CONCRETE CULVERT ON WEST
 AE7549'SIDE OF TRACK, 3.3 FEET (1.0 M) WEST NORTHWEST OF A WITNESS POST.
 AE7549
 AE7549                          STATION RECOVERY (2004)
 AE7549
 AE7549'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 AE7549'65.0 FEET NORTH NORTHEAST OF THE CENTER OF F.R. HUFF DRIVE, 42.4 FEET
 AE7549'EAST SOUTHEAST OF THE CENTER OF F.R. HUFF DRIVE, 43.5 FEET NORTH OF
 AE7549'THE NORTH END OF A CONCRETE CULVERT ON THE WEST SIDE OF THE TRACKS.
 AE7549'MAGNET BURIED NEXT TO STATION.
 AE7549
 AE7549                          STATION RECOVERY (2004)
 AE7549
 AE7549'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AE7549'STATION IS LOCATED 1.0 MILE SOUTH SOUTHWEST OF SAINT MATTHEWS.
 AE7549'OWNERSHIP--RAILROAD  RIGHT OF WAY.  T0 REACH THE STATION FROM THE
 AE7549'JUNCTION OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE)  AND STATE
 AE7549'HIGHWAY 6 (BRIDGE STREET) IN SAINT MATTHEWS, GO SOUTH SOUTHWEST ON
 AE7549'HIGHWAY 601 FOR 1.0 MILE TO THE JUNCTION OF STATE ROAD 46 (FR HUFF
 AE7549'DRIVE), TURN RIGHT  ON ROAD 46 FOR 0.05 MILE CROSSING RAILROAD TRACKS
 AE7549'TO THE STATION ON THE RIGHT NEAR  THE WEST SIDE OF A SET OF RAILROAD
 AE7549'TRACKS. STATION IS A DISK ATTACHED TO A SHORT METAL ROD RECESSED 0.2
 AE7549'FOOT AND 0.5 FOOT BELOW  THE ROAD, 41.6 FEET EAST SOUTHEAST OF THE
 AE7549'CENTER OF THE ROAD, 10.5 FEET NORTHEAST OF A  POWER POLE WITH AN
 AE7549'ELECTRIC METER, 20.0 FEET NORTHEAST OF THE NORTH CORNER OF A  METAL
 AE7549'RAILROAD SWITCH BOX, 22.7 FEET WEST NORTHWEST OF THE WEST RAIL OF THE
 AE7549'TRACKS,  43.5 FEET NORTH NORTHEAST OF THE NORTHEAST END OF A 1.7-FOOT
 AE7549'CONCRETE PIPE CULVERT  BENEATH THE ROAD, 3.6 FEET WEST NORTHWEST OF A
 AE7549'WITNESS POST. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7550 ***********************************************************************
 AE7550  HT_MOD      -  This is a Height Modernization Survey Station.
 AE7550  DESIGNATION -  12889L
 AE7550  PID         -  AE7550
 AE7550  STATE/COUNTY-  SC/CALHOUN
 AE7550  USGS QUAD   -  ST MATTHEWS (1986)
 AE7550
 AE7550                         *CURRENT SURVEY CONTROL
 AE7550  ___________________________________________________________________
 AE7550* NAD 83(2001)-  33 39 21.53484(N)    080 46 57.22905(W)     ADJUSTED  
 AE7550* NAVD 88     -        86.76   (meters)     284.6    (feet)  GPS OBS   
 AE7550  ___________________________________________________________________
 AE7550  X           -     851,292.606 (meters)                     COMP
 AE7550  Y           -  -5,245,923.435 (meters)                     COMP
 AE7550  Z           -   3,514,778.794 (meters)                     COMP
 AE7550  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AE7550  ELLIP HEIGHT-          55.42  (meters)          (05/06/05) GPS OBS
 AE7550  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AE7550
 AE7550  HORZ ORDER  -  FIRST
 AE7550  ELLP ORDER  -  FOURTH    CLASS II
 AE7550
 AE7550.The horizontal coordinates were established by GPS observations
 AE7550.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE7550
 AE7550.The orthometric height was determined by GPS observations and a
 AE7550.high-resolution geoid model using precise GPS observation and
 AE7550.processing techniques.
 AE7550
 AE7550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7550
 AE7550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7550
 AE7550.The ellipsoidal height was determined by GPS observations
 AE7550.and is referenced to NAD 83.
 AE7550
 AE7550.The geoid height was determined by GEOID03.
 AE7550
 AE7550;                    North         East     Units Scale Factor Converg.
 AE7550;SPC SC       -   202,145.660   629,764.253   MT  0.99979368   +0 07 14.0
 AE7550;SPC SC       -   663,207.55  2,066,155.69   iFT  0.99979368   +0 07 14.0
 AE7550;UTM  17      - 3,724,034.200   520,160.380   MT  0.99960501   +0 07 13.8
 AE7550
 AE7550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7550!SPC SC       -   0.99999130  x   0.99979368  =   0.99978498
 AE7550!UTM  17      -   0.99999130  x   0.99960501  =   0.99959631
 AE7550
 AE7550:                Primary Azimuth Mark                     Grid Az
 AE7550:SPC SC       -  12889M                                   026 26 10.6
 AE7550:UTM  17      -  12889M                                   026 26 10.8
 AE7550
 AE7550|---------------------------------------------------------------------|
 AE7550| PID    Reference Object                     Distance      Geod. Az  |
 AE7550|                                                           dddmmss.s |
 AE7550| AE7551 12889M                              APPROX. 0.9 KM 0263324.6 |
 AE7550|---------------------------------------------------------------------|
 AE7550
 AE7550                          SUPERSEDED SURVEY CONTROL
 AE7550
 AE7550  NAD 83(2001)-  33 39 21.53355(N)    080 46 57.22940(W) AD(       ) 1
 AE7550  ELLIP H (03/27/03)   55.45   (m)                       GP(       ) 4 2
 AE7550  NAD 83(1995)-  33 39 21.53354(N)    080 46 57.22938(W) AD(       ) 1
 AE7550  ELLIP H (12/20/99)   55.46   (m)                       GP(       ) 4 1
 AE7550  NAD 83(1986)-  33 39 21.54770(N)    080 46 57.22786(W) AD(       ) 1
 AE7550
 AE7550.Superseded values are not recommended for survey control.
 AE7550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7550.See file dsdata.txt to determine how the superseded data were derived.
 AE7550
 AE7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT2016024034(NAD 83)
 AE7550_MARKER: DD = SURVEY DISK
 AE7550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE7550_SP_SET: METAL PIPE IMBEDDED IN GROUND
 AE7550_STAMPING: 12889L 1993
 AE7550_MARK LOGO: SCDHPT
 AE7550_PROJECTION: FLUSH
 AE7550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE7550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7550+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AE7550_ROD/PIPE-DEPTH: 2.0  meters
 AE7550
 AE7550  HISTORY     - Date     Condition        Report By
 AE7550  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7550  HISTORY     - 20031029 GOOD             SCGS
 AE7550
 AE7550                          STATION DESCRIPTION
 AE7550
 AE7550'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7550'STATION IS LOCATED 0.65 MILE (1.05 KM) SOUTH OF ST.  MATTHEWS.
 AE7550'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AE7550'COLUMBIA, SC 29201, PHONE 803-737-1350.  TO REACH THE STATION FROM
 AE7550'JUNCTION OF STATE HIGHWAY 6 (WEST BRIDGE STREET) , SOUTH F.R.  HUFF
 AE7550'DRIVE, AND NORTH F.R.  HUFF DRIVE IN ST.  MATTHEWS, GO SOUTH ON SOUTH
 AE7550'H.R.  HUFF DRIVE FOR 0.65 MILES (1.05 KM) TO STATION ON RIGHT. STATION
 AE7550'IS FLUSH WITH GROUND SURFACE AND SET IN AN IRREGULAR MASS OF CONCRETE,
 AE7550'34.2 FEET (10.4 M) SOUTHWEST OF APPROXIMATE CENTER GRESSETTE BLVD.
 AE7550'(S-9-345) , 26.0 FEET (7.9 M) NORTHEAST OF APPROXIMATE CENTER OF
 AE7550'S.F.R.  HUFF DRIVE, 10.7 FEET (3.3 M) SOUTH SOUTHEAST OF CENTER OF A
 AE7550'METAL MANHOLE COVER, 81.5 FEET (24.8 M) NORTHEAST OF A FIRE HYDRANT,
 AE7550'4.4 FEET (1.3 M) SOUTHWEST OF A WITNESS POST.
 AE7550
 AE7550                          STATION RECOVERY (2003)
 AE7550
 AE7550'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE7550'STATION IS LOCATED 0.6 MILE SOUTH SOUTHWEST OF SAINT MATTHEWS.
 AE7550'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AE7550'SC 29202,  PHONE 803-737-1350. T0 REACH THE STATION FROM THE JUNCTION
 AE7550'OF U.S. HIGHWAY 601 (HARRY C. RAYSOR DRIVE)  AND STATE HIGHWAY 6
 AE7550'(BRIDGE STREET) IN SAINT MATTHEWS, GO NORTHWEST ON HIGHWAY  6 FOR 0.05
 AE7550'MILE TO THE JUNCTION OF STATE ROAD 46 (F.R. HUFF DRIVE), TURN LEFT ON
 AE7550'ROAD  46 FOR 0.65 MILE TO THE STATION ON THE RIGHT NEAR A MANHOLE
 AE7550'COVER IN THE WEST  ANGLE OF THE JUNCTION OF STATE ROAD 345 (GRESSETTE
 AE7550'BOULEVARD). STATION IS A DISK ATTACHED TO A SHORT METAL ROD FLUSH WITH
 AE7550'THE GROUND AND  LEVEL WITH THE ROADS, 27.0 FEET WEST NORTHWEST OF THE
 AE7550'CENTER OF ROAD 46, 34.1  FEET SOUTH SOUTHWEST OF THE CENTER OF ROAD
 AE7550'345, 11.0 FEET SOUTH SOUTHEAST OF  THE CENTER OF A MANHOLE COVER, 81.8
 AE7550'FEET NORTHEAST OF A FIRE HYDRANT, 4.0 FEET  SOUTHWEST OF A WITNESS
 AE7550'POST. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7551 ***********************************************************************
 AE7551  DESIGNATION -  12889M
 AE7551  PID         -  AE7551
 AE7551  STATE/COUNTY-  SC/CALHOUN
 AE7551  USGS QUAD   -  ST MATTHEWS (1986)
 AE7551
 AE7551                         *CURRENT SURVEY CONTROL
 AE7551  ___________________________________________________________________
 AE7551* NAD 83(2001)-  33 39 47.40319(N)    080 46 41.76658(W)     ADJUSTED  
 AE7551* NAVD 88     -        87.21   (meters)     286.1    (feet)  LEVELING  
 AE7551  ___________________________________________________________________
 AE7551  X           -     851,615.128 (meters)                     COMP
 AE7551  Y           -  -5,245,423.941 (meters)                     COMP
 AE7551  Z           -   3,515,442.439 (meters)                     COMP
 AE7551  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AE7551  ELLIP HEIGHT-          55.88  (meters)          (05/06/05) GPS OBS
 AE7551  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AE7551
 AE7551  HORZ ORDER  -  FIRST
 AE7551  VERT ORDER  -  THIRD ?
 AE7551  ELLP ORDER  -  FOURTH    CLASS II
 AE7551
 AE7551.The horizontal coordinates were established by GPS observations
 AE7551.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE7551
 AE7551.The orthometric height was determined by differential leveling.
 AE7551.The vertical network tie was performed by a horz. field party for horz.
 AE7551.obs reductions. Reset procedures were used to establish the elevation.
 AE7551
 AE7551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7551
 AE7551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7551
 AE7551.The ellipsoidal height was determined by GPS observations
 AE7551.and is referenced to NAD 83.
 AE7551
 AE7551.The geoid height was determined by GEOID03.
 AE7551
 AE7551;                    North         East     Units Scale Factor Converg.
 AE7551;SPC SC       -   202,943.346   630,160.857   MT  0.99979366   +0 07 22.5
 AE7551;SPC SC       -   665,824.63  2,067,456.88   iFT  0.99979366   +0 07 22.5
 AE7551;UTM  17      - 3,724,831.735   520,556.910   MT  0.99960521   +0 07 22.5
 AE7551
 AE7551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7551!SPC SC       -   0.99999123  x   0.99979366  =   0.99978489
 AE7551!UTM  17      -   0.99999123  x   0.99960521  =   0.99959644
 AE7551
 AE7551:                Primary Azimuth Mark                     Grid Az
 AE7551:SPC SC       -  12889K                                   205 15 22.7
 AE7551:UTM  17      -  12889K                                   205 15 22.7
 AE7551
 AE7551|---------------------------------------------------------------------|
 AE7551| PID    Reference Object                     Distance      Geod. Az  |
 AE7551|                                                           dddmmss.s |
 AE7551| AE7549 12889K                              APPROX. 1.5 KM 2052245.2 |
 AE7551| AE7550 12889L                              APPROX. 0.9 KM 2063333.2 |
 AE7551|---------------------------------------------------------------------|
 AE7551
 AE7551                          SUPERSEDED SURVEY CONTROL
 AE7551
 AE7551  NAD 83(2001)-  33 39 47.40192(N)    080 46 41.76689(W) AD(       ) 1
 AE7551  ELLIP H (03/27/03)   55.90   (m)                       GP(       ) 4 2
 AE7551  NAD 83(1995)-  33 39 47.40191(N)    080 46 41.76686(W) AD(       ) 1
 AE7551  ELLIP H (12/20/99)   55.91   (m)                       GP(       ) 4 1
 AE7551  NAD 83(1986)-  33 39 47.41603(N)    080 46 41.76534(W) AD(       ) 1
 AE7551
 AE7551.Superseded values are not recommended for survey control.
 AE7551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7551.See file dsdata.txt to determine how the superseded data were derived.
 AE7551
 AE7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT2055724832(NAD 83)
 AE7551_MARKER: DD = SURVEY DISK
 AE7551_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7551+WITH SETTING: INFORMATION.
 AE7551_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7551_STAMPING: 12889M 1993
 AE7551_MARK LOGO: SCDHPT
 AE7551_PROJECTION: RECESSED 10 CENTIMETERS
 AE7551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE7551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7551+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AE7551_ROD/PIPE-DEPTH: 2.0  meters
 AE7551
 AE7551  HISTORY     - Date     Condition        Report By
 AE7551  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7551  HISTORY     - 20031029 GOOD             SCGS
 AE7551
 AE7551                          STATION DESCRIPTION
 AE7551
 AE7551'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7551'STATION IS LOCATED IN ST.  MATTHEWS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 AE7551'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, S.C.  29201, PHONE
 AE7551'803-737-1350.  TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 6
 AE7551'(WEST BRIDGE STREET) , SOUTH F.R.  HUFF DRIVE, AND NORTH F.R.  HUFF
 AE7551'DRIVE IN ST.  MATTHEWS, GO SOUTH ON SOUTH H.R.  HUFF DRIVE FOR 0.1
 AE7551'MILE (0.2 KM) TO STATION ON LEFT AND CALHOUN COUNTY COURTHOUSE ON THE
 AE7551'RIGHT.  STATION IS A DISK ATTACHED TO A GALVANIZED ROD DRIVEN INTO THE
 AE7551'GROUND SURROUNDED BY CONCRETE AND RECESSED 0.4 FOOT (12.2 CM) BELOW
 AE7551'THE GROUND SURFACE, 64.0 FEET (19.5 M) SOUTH OF SOUTHWEST CORNER OF
 AE7551'BRIDGE, 50.5 FEET (15.4 M) SOUTH SOUTHEAST OF SCE AND G POWER LINE
 AE7551'NUMBER 334861, 29.0 FEET (8.8 M) EAST OF EAST CURB OF SOUTH F.R.  HUFF
 AE7551'DRIVE, 85.0 FEET (25.9 M) NORTHEAST OF SCE AND G POWER NUMBER 0288297,
 AE7551'1.6 FEET (0.5 M) WEST OF A WITNESS POST.
 AE7551
 AE7551                          STATION RECOVERY (2003)
 AE7551
 AE7551'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE7551'STATION IS LOCATED IN SAINT MATTHEWS. OWNERSHIP--SCDOT, DIRECTOR OF
 AE7551'PRECONSTRUCTION,  P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AE7551'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AE7551'601 (HARRY C. RAYSOR DRIVE)  AND STATE HIGHWAY 6 (BRIDGE STREET) IN
 AE7551'SAINT MATTHEWS, GO NORTHWEST ON HIGHWAY  6 FOR 0.05 MILE TO THE
 AE7551'JUNCTION OF STATE ROAD 46 (F.R. HUFF DRIVE), TURN LEFT ON ROAD  46 FOR
 AE7551'0.1 MILE TO THE STATION ON THE LEFT NEAR A BIRDHOUSE IN THE SOUTH
 AE7551'ANGLE OF THE  JUNCTION OF STATE ROAD 47 (DANTZLER STREET). STATION IS
 AE7551'A DISK ATTACHED TO A SHORT METAL ROD RECESSED 0.4 FOOT AND LEVEL WITH
 AE7551'THE  ROAD,  8.5 FEET SOUTH OF THE BIRDHOUSE SUPPORT POST, 45.0 FEET
 AE7551'EAST SOUTHEAST OF THE  CENTER OF THE ROAD, 5.0 FEET EAST SOUTHEAST OF
 AE7551'A WOOD POST WITH A SCGS REFERENCE  WASHER ATTACHED, 51.0 FEET SOUTH
 AE7551'SOUTHWEST OF A POWER POLE NUMBER 334861 WITH  SECURITY LIGHT, 64.3
 AE7551'FEET SOUTH SOUTHWEST OF THE WEST CORNER OF THE STATE ROAD 47  BRIDGE
 AE7551'OVER THE RAILROAD TRACKS, 85.7 FEET NORTHEAST OF A POWER POLE NUMBER
 AE7551'0288297  WITH TWO GUY WIRES, 1.8 FEET WEST NORTHWEST OF A WITNESS
 AE7551'POST. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7552 ***********************************************************************
 AE7552  DESIGNATION -  12889N
 AE7552  PID         -  AE7552
 AE7552  STATE/COUNTY-  SC/CALHOUN
 AE7552  USGS QUAD   -  CAMERON (1987)
 AE7552
 AE7552                         *CURRENT SURVEY CONTROL
 AE7552  ___________________________________________________________________
 AE7552* NAD 83(2001)-  33 35 40.11933(N)    080 38 40.32062(W)     ADJUSTED  
 AE7552* NAVD 88     -        48.26   (meters)     158.3    (feet)  LEVELING  
 AE7552  ___________________________________________________________________
 AE7552  X           -     864,536.843 (meters)                     COMP
 AE7552  Y           -  -5,247,553.089 (meters)                     COMP
 AE7552  Z           -   3,509,077.053 (meters)                     COMP
 AE7552  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AE7552  ELLIP HEIGHT-          16.85  (meters)          (05/06/05) GPS OBS
 AE7552  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AE7552
 AE7552  HORZ ORDER  -  FIRST
 AE7552  VERT ORDER  -  THIRD ?
 AE7552  ELLP ORDER  -  FOURTH    CLASS II
 AE7552
 AE7552.The horizontal coordinates were established by GPS observations
 AE7552.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE7552
 AE7552.The orthometric height was determined by differential leveling.
 AE7552.The vertical network tie was performed by a horz. field party for horz.
 AE7552.obs reductions. Reset procedures were used to establish the elevation.
 AE7552
 AE7552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7552
 AE7552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7552
 AE7552.The ellipsoidal height was determined by GPS observations
 AE7552.and is referenced to NAD 83.
 AE7552
 AE7552.The geoid height was determined by GEOID03.
 AE7552
 AE7552;                    North         East     Units Scale Factor Converg.
 AE7552;SPC SC       -   195,360.796   642,588.078   MT  0.99979451   +0 11 49.5
 AE7552;SPC SC       -   640,947.49  2,108,228.60   iFT  0.99979451   +0 11 49.5
 AE7552;UTM  17      - 3,717,250.549   532,981.809   MT  0.99961341   +0 11 48.1
 AE7552
 AE7552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7552!SPC SC       -   0.99999735  x   0.99979451  =   0.99979187
 AE7552!UTM  17      -   0.99999735  x   0.99961341  =   0.99961077
 AE7552
 AE7552                          SUPERSEDED SURVEY CONTROL
 AE7552
 AE7552  NAD 83(2001)-  33 35 40.11854(N)    080 38 40.32199(W) AD(       ) 1
 AE7552  ELLIP H (03/27/03)   16.89   (m)                       GP(       ) 4 2
 AE7552  NAD 83(1995)-  33 35 40.11852(N)    080 38 40.32197(W) AD(       ) 1
 AE7552  ELLIP H (12/20/99)   16.90   (m)                       GP(       ) 4 1
 AE7552  NAD 83(1986)-  33 35 40.13230(N)    080 38 40.32037(W) AD(       ) 1
 AE7552
 AE7552.Superseded values are not recommended for survey control.
 AE7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7552.See file dsdata.txt to determine how the superseded data were derived.
 AE7552
 AE7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3298217251(NAD 83)
 AE7552_MARKER: DD = SURVEY DISK
 AE7552_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7552+WITH SETTING: INFORMATION.
 AE7552_SP_SET: METAL ROD DRIVEN INTO GROUND
 AE7552_STAMPING: 12889N 1993
 AE7552_MARK LOGO: SCDHPT
 AE7552_PROJECTION: RECESSED 5 CENTIMETERS
 AE7552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE7552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7552+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 AE7552_ROD/PIPE-DEPTH: 2.0  meters
 AE7552
 AE7552  HISTORY     - Date     Condition        Report By
 AE7552  HISTORY     - 1993     MONUMENTED       SCDHPT
 AE7552  HISTORY     - 20031103 GOOD             SCGS
 AE7552
 AE7552                          STATION DESCRIPTION
 AE7552
 AE7552'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AE7552'STATION IS LOCATED 0.5 MILE (0.8 KM) S0UTHEAST OF CRESCENT.
 AE7552'OWNERSHIP--ATLANTIC COAST LINE RAILROAD.  TO REACH THE STATION FROM
 AE7552'JUNCTION OF STATE HIGHWAYS 6 AND 33 IN THE WEST EDGE OF CRESCENT, GO
 AE7552'SOUTHEAST ON HIGHWAY 6 FOR 0.55 MILE (0.89 KM) TO RAILROAD CROSSING
 AE7552'AND STATION ON THE RIGHT.  STATION IS A DISK ATTACHED TO A GALVANIZED
 AE7552'ROD DRIVEN INTO THE GROUND SURROUNDED BY CONCRETE AND FLUSH WITH THE
 AE7552'GROUND SURFACE, 71.5 FEET (21.8 M) SOUTHWEST OF CENTER LINE OF HIGHWAY
 AE7552'6, 24.8 FEET (7.6 M) SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD TRACK,
 AE7552'38.5 FEET (11.7 M) SOUTHWEST OF SIGNAL BOX, 64 FEET (19.5 M) WEST OF
 AE7552'SCE AND G POWER POLE NUMBER 243728 WITH ELECTRIC METER 16 FEET (4.9 M)
 AE7552'NORTHEAST OF A WITNESS POST.
 AE7552
 AE7552                          STATION RECOVERY (2003)
 AE7552
 AE7552'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE7552'STATION IS LOCATED 4.7 MILES SOUTH SOUTHWEST OF SAINT MATTHEWS.
 AE7552'OWNERSHIP--RAILROAD  RIGHT OF WAY. T0 REACH THE STATION FROM THE
 AE7552'JUNCTION OF STATE HIGHWAYS 6 AND 33 (CAMERON ROAD), 4.7  MILES
 AE7552'NORTHEAST OF CAMERON, GO SOUTH SOUTHEAST ON HIGHWAY 6 FOR 0.55 MILE TO
 AE7552'THE  STATION ON THE RIGHT IN THE SOUTH ANGLE OF A SET OF RAILROAD
 AE7552'TRACKS. STATION IS A DISK ATTACHED TO A SHORT METAL ROD RECESSED 0.2
 AE7552'FOOT AND 1.0 FOOT BELOW  THE TRACKS, 71.4 FEET WEST SOUTHWEST OF THE
 AE7552'CENTER OF THE HIGHWAY, 24.8 FEET SOUTHEAST  OF THE SOUTHEAST RAIL OF
 AE7552'THE TRACKS, 30.4 FEET SOUTHWEST OF THE SOUTH CORNER OF A  METAL
 AE7552'UTILITY BOX, 64.0 FEET WEST OF A POWER POLE NUMBER 243729, 1.0 FOOT
 AE7552'NORTHWEST OF A  WITNESS POST. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0919 ***********************************************************************
 DE0919  DESIGNATION -  129
 DE0919  PID         -  DE0919
 DE0919  STATE/COUNTY-  SC/ALLENDALE
 DE0919  USGS QUAD   -  MILLETT (1989)
 DE0919
 DE0919                         *CURRENT SURVEY CONTROL
 DE0919  ___________________________________________________________________
 DE0919* NAD 83(1986)-  33 04 28.     (N)    081 30 32.     (W)     SCALED    
 DE0919* NAVD 88     -        39.24   (+/-2cm)     128.7    (feet)  VERTCON   
 DE0919  ___________________________________________________________________
 DE0919  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DE0919
 DE0919  VERT ORDER  -  ? (See Below)
 DE0919
 DE0919.The horizontal coordinates were scaled from a topographic map and have
 DE0919.an estimated accuracy of +/- 6 seconds.
 DE0919
 DE0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0919.The vertical order pertains to the NGVD 29 superseded value.
 DE0919
 DE0919.The geoid height was determined by GEOID03.
 DE0919
 DE0919;                    North         East    Units  Estimated Accuracy
 DE0919;SPC SC       -   137,760.      562,090.      MT  (+/- 180 meters Scaled)
 DE0919
 DE0919                          SUPERSEDED SURVEY CONTROL
 DE0919
 DE0919  NGVD 29 (??/??/92)   39.506  (m)          129.61   (f) ADJ UNCH    ?  
 DE0919
 DE0919.Superseded values are not recommended for survey control.
 DE0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0919.See file dsdata.txt to determine how the superseded data were derived.
 DE0919
 DE0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS525596(NAD 83)
 DE0919_MARKER: P = PIPE CAP
 DE0919_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0919_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0919_STAMPING: 129
 DE0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0919
 DE0919  HISTORY     - Date     Condition        Report By
 DE0919  HISTORY     - UNK      MONUMENTED       USGS
 DE0919  HISTORY     - 1961     POOR             NGS
 DE0919  HISTORY     - 19920226 MARK NOT FOUND   SCGS
 DE0919
 DE0919                          STATION DESCRIPTION
 DE0919
 DE0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0919'2 MI NW FROM MARTIN.
 DE0919'THE MARK WAS FOUND LEANING AND MUTILATED.  A NEW MARK WAS SET
 DE0919'NEARBY.  1.7 MILES SOUTHEAST ALONG THE CHARLESTON AND WESTERN
 DE0919'CAROLINA RAILWAY FROM MILLETT, ALLENDALE COUNTY, (MILLETVILLE POST
 DE0919'OFFICE), 2 MILES NORTHWEST OF MARTIN, 600 FEET NORTH OF MILEPOST
 DE0919'39, AT A ROAD CROSSING, 20 FEET SOUTH OF THE TRACK, AND 10 FEET
 DE0919'EAST OF THE ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DE0919'129 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 DE0919
 DE0919                          STATION RECOVERY (1992)
 DE0919
 DE0919'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0919'NOT RECOVERED, AREA CHANGED DUE TO RAILROAD MAINTENANCE.
 DE0919'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3249 ***********************************************************************
 DD3249  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3249  DESIGNATION -  13
 DD3249  PID         -  DD3249
 DD3249  STATE/COUNTY-  SC/BERKELEY
 DD3249  USGS QUAD   -  ST STEPHENS (1990)
 DD3249
 DD3249                         *CURRENT SURVEY CONTROL
 DD3249  ___________________________________________________________________
 DD3249* NAD 83(2001)-  33 24 10.15302(N)    079 59 25.32136(W)     ADJUSTED  
 DD3249* NAVD 88     -        22.83   (meters)      74.9    (feet)  GPS OBS   
 DD3249  ___________________________________________________________________
 DD3249  X           -     926,427.806 (meters)                     COMP
 DD3249  Y           -  -5,248,872.647 (meters)                     COMP
 DD3249  Z           -   3,491,336.029 (meters)                     COMP
 DD3249  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 DD3249  ELLIP HEIGHT-          -9.49  (meters)          (10/01/04) GPS OBS
 DD3249  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DD3249
 DD3249  HORZ ORDER  -  FIRST
 DD3249  ELLP ORDER  -  FOURTH    CLASS I
 DD3249
 DD3249.The horizontal coordinates were established by GPS observations
 DD3249.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3249
 DD3249.The orthometric height was determined by GPS observations and a
 DD3249.high-resolution geoid model using precise GPS observation and
 DD3249.processing techniques.
 DD3249
 DD3249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3249
 DD3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3249
 DD3249.The ellipsoidal height was determined by GPS observations
 DD3249.and is referenced to NAD 83.
 DD3249
 DD3249.The geoid height was determined by GEOID03.
 DD3249
 DD3249;                    North         East     Units Scale Factor Converg.
 DD3249;SPC SC       -   174,509.675   703,502.495   MT  0.99980441   +0 33 35.1
 DD3249;SPC SC       -   572,538.30  2,308,079.05   iFT  0.99980441   +0 33 35.1
 DD3249;UTM  17      - 3,696,400.510   593,886.719   MT  0.99970867   +0 33 21.1
 DD3249
 DD3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3249!SPC SC       -   1.00000149  x   0.99980441  =   0.99980590
 DD3249!UTM  17      -   1.00000149  x   0.99970867  =   0.99971016
 DD3249
 DD3249                          SUPERSEDED SURVEY CONTROL
 DD3249
 DD3249  NAD 83(2001)-  33 24 10.15253(N)    079 59 25.32213(W) AD(       ) 2
 DD3249  NAD 83(1986)-  33 24 10.16207(N)    079 59 25.32384(W) AD(       ) 2
 DD3249  NAD 27      -  33 24 09.55714(N)    079 59 26.03503(W) AD(       ) 2
 DD3249  NGVD 29 (07/19/86)   24.3    (m)           80.     (f) VERT ANG       
 DD3249
 DD3249.Superseded values are not recommended for survey control.
 DD3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3249.See file dsdata.txt to determine how the superseded data were derived.
 DD3249
 DD3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9388796401(NAD 83)
 DD3249_MARKER: DD = SURVEY DISK
 DD3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3249_SP_SET: CONCRETE POST
 DD3249_STAMPING: 13 1971
 DD3249_MARK LOGO: USE   
 DD3249_PROJECTION: RECESSED 15 CENTIMETERS
 DD3249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3249+STABILITY: SURFACE MOTION
 DD3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3249+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 DD3249
 DD3249  HISTORY     - Date     Condition        Report By
 DD3249  HISTORY     - UNK      MONUMENTED
 DD3249  HISTORY     - 19930920 GOOD             SCGS
 DD3249  HISTORY     - 20031120 GOOD             SCGS
 DD3249
 DD3249                          STATION DESCRIPTION
 DD3249
 DD3249'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3249'STATION IS LOCATED 7.0 MILES (11.3 KM) NORTH NORTHWEST OF BONNEAU, 4.0
 DD3249'MILES (6.4 KM) WEST OF SAINT STEPHEN, 2.0 MILES (3.2 KM) SOUTH OF
 DD3249'PINEVILLE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DD3249'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION
 DD3249'FROM THE POST OFFICE IN PINEVILLE, GO WEST ON STATE HIGHWAY 45 FOR
 DD3249'0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 204, TURN LEFT ON
 DD3249'ROAD 204 FOR 1.05 MILES (1.69 KM) TO A DIRT ROAD LEFT, TURN LEFT ON
 DD3249'THE DIRT ROAD FOR 0.9 MILE (1.4 KM) TO A RAILROAD TRACK, CONTINUE ON
 DD3249'THE DIRT ROAD FOR 0.1 MILE (0.2 KM) TO A FORK, BEAR LEFT ON THE DIRT
 DD3249'ROAD FOR 1.1 MILES (1.8 KM) TO A DIRT ROAD LEFT, CONTINUE ON THE DIRT
 DD3249'ROAD FOR 0.35 MILE (0.56 KM) TO A PAVED ROAD, TURN LEFT TO THE
 DD3249'STATION ON THE RIGHT NEAR POWER POLE NUMBER 188. STATION IS A
 DD3249'CONCRETE POST RECESSED 0.3 FOOT, 8.1 METERS (26.6 FT) EAST NORTHEAST
 DD3249'OF THE CENTER OF STATE ROAD 803, 0.4 METER (1.3 FT) WEST SOUTHWEST OF
 DD3249'THE WITNESS POST, 1.3 METERS (4.3 FT) SOUTH SOUTHEAST OF THE POWER
 DD3249'POLE, 11.1 METERS (36.4 FT) WEST OF THE WEST CORNER POST OF A
 DD3249'SUBSTATION.
 DD3249
 DD3249                          STATION RECOVERY (2003)
 DD3249
 DD3249'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3249'STATION IS LOCATED 3.95 MILES WEST OF SAINT STEPHEN, 14.35 MILES NORTH
 DD3249'OF MONCKS  CORNER. OWNERSHIP--RAILROAD RIGHT OF WAY, KEY OBTAINED
 DD3249'THROUGH SANTEE COOPER SURVEY  DEPARTMENT, ROUTE 1 RIVERWOOD DRIVE,
 DD3249'MONCKS CORNER, SC 29461, PHONE 843-761-4029. TO REACH THE STATION FROM
 DD3249'THE JUNCTION OF U.S. HIGHWAY 52 (BYRNES DRIVE) AND STATE  HIGHWAY 45
 DD3249'(CHURCH ROAD RIGHT AND RAVENELL DRIVE LEFT) IN SAINT STEPHEN, GO SOUTH
 DD3249'ON HIGHWAY 52 FOR 0.4 MILE TO THE JUNCTION OF STATE ROAD 18
 DD3249'(RUSSELLVILLE ROAD),  TURN RIGHT ON ROAD 18 FOR 1.7 MILES TO THE
 DD3249'JUNCTION OF STATE ROAD 965 (OLD MILL  ROAD) LEFT, BEAR RIGHT ON ROAD
 DD3249'18 FOR 1.3 MILES TO THE JUNCTION OF STATE ROAD 35  (HIGHWAY 35), TURN
 DD3249'RIGHT ON ROAD 35 FOR 0.05 MILE TO THE JUNCTION OF A PAVED ROAD  LEFT
 DD3249'(RUSSELL STORE ROAD), TURN LEFT ON RUSSELL STORE FOR 1.15 MILES TO THE
 DD3249'STATION ON THE RIGHT NEAR A LARGE WOODEN POWER POLE NUMBER 146453 AND
 DD3249'NEAR THE  NORTHWEST CORNER OF A CHAIN LINK FENCE CORNER POST AT AN
 DD3249'ELECTRICAL SUBSTATION. STATION IS A CONCRETE POST RECESSED 0.5 FOOT
 DD3249'AND 3.0 FEET BELOW THE ROAD, 25.6 FEET  EAST NORTHEAST OF THE CENTER
 DD3249'OF THE ROAD, 5.0 FEET SOUTH SOUTHEAST OF THE POWER  POLE, 36.9 FEET
 DD3249'WEST OF THE CHAIN LINK FENCE CORNER POST, 1.4 FEET SOUTHWEST OF A
 DD3249'METAL POST WITH A CORP OF ENGINEERS WITNESS SIGN, 1.3 FEET SOUTH OF A
 DD3249'WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 008
 DD3249'009. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4095 ***********************************************************************
 AA4095  DESIGNATION -  13 001
 AA4095  PID         -  AA4095
 AA4095  STATE/COUNTY-  SC/CHESTERFIELD
 AA4095  USGS QUAD   -  JEFFERSON (1968)
 AA4095
 AA4095                         *CURRENT SURVEY CONTROL
 AA4095  ___________________________________________________________________
 AA4095* NAD 83(1986)-  34 41 34.     (N)    080 28 21.     (W)     SCALED    
 AA4095* NAVD 88     -       110.293  (meters)     361.85   (feet)  ADJUSTED  
 AA4095  ___________________________________________________________________
 AA4095  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AA4095  DYNAMIC HT  -         110.188 (meters)     361.51  (feet)  COMP
 AA4095  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 AA4095
 AA4095  VERT ORDER  -  FIRST     CLASS II
 AA4095
 AA4095.The horizontal coordinates were scaled from a topographic map and have
 AA4095.an estimated accuracy of +/- 6 seconds.
 AA4095
 AA4095.The orthometric height was determined by differential leveling
 AA4095.and adjusted by the National Geodetic Survey in September 1998..
 AA4095
 AA4095.The geoid height was determined by GEOID03.
 AA4095
 AA4095.The dynamic height is computed by dividing the NAVD 88
 AA4095.geopotential number by the normal gravity value computed on the
 AA4095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4095.degrees latitude (g = 980.6199 gals.).
 AA4095
 AA4095.The modeled gravity was interpolated from observed gravity values.
 AA4095
 AA4095;                    North         East    Units  Estimated Accuracy
 AA4095;SPC SC       -   317,240.      657,930.      MT  (+/- 180 meters Scaled)
 AA4095
 AA4095                          SUPERSEDED SURVEY CONTROL
 AA4095
 AA4095.No superseded survey control is available for this station.
 AA4095
 AA4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU483391(NAD 83)
 AA4095_MARKER: DD = SURVEY DISK
 AA4095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4095_STAMPING: 13 001 1993
 AA4095_MARK LOGO: SCGS  
 AA4095_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4095+STABILITY: SURFACE MOTION
 AA4095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4095+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4095
 AA4095  HISTORY     - Date     Condition        Report By
 AA4095  HISTORY     - 1993     MONUMENTED       SCGS
 AA4095
 AA4095                          STATION DESCRIPTION
 AA4095
 AA4095'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4095'STATION IS LOCATED 7.1 MILES (11.4 KM) SOUTHWEST OF PAGELAND.
 AA4095'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4095'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE WEST
 AA4095'JUNCTION OF U.S. HIGHWAY 601 AND STATE HIGHWAY 9, 3.5 MILES (5.6 KM)
 AA4095'WEST SOUTHWEST OF PAGELAND, GO SOUTHWEST ON HIGHWAY 601 FOR 4.45 MILES
 AA4095'(7.16 KM) TO THE STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF THE
 AA4095'BRIDGE OVER THE LYNCHES RIVER AT THE LANCASTER COUNTY LINE. STATION IS
 AA4095'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AA4095'HIGHWAY, 18.4 FEET (5.6 M) NORTH NORTHWEST OF THE CENTER OF THE
 AA4095'HIGHWAY, 1.1 FEET (0.3 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF
 AA4095'THE BASE OF A CONCRETE MONUMENT WITH A BRASS PLAQUE (PAUL ARANT), 4.8
 AA4095'FEET (1.5 M) EAST OF THE NORTHEAST CORNER OF THE WINGWALL AT THE
 AA4095'NORTHEAST CORNER OF THE BRIDGE, 4.7 FEET (1.4 M) NORTH NORTHWEST OF A
 AA4095'WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4094 ***********************************************************************
 AA4094  DESIGNATION -  13 002
 AA4094  PID         -  AA4094
 AA4094  STATE/COUNTY-  SC/CHESTERFIELD
 AA4094  USGS QUAD   -  JEFFERSON (1968)
 AA4094
 AA4094                         *CURRENT SURVEY CONTROL
 AA4094  ___________________________________________________________________
 AA4094* NAD 83(1986)-  34 42 15.     (N)    080 27 28.     (W)     SCALED    
 AA4094* NAVD 88     -       176.952  (meters)     580.55   (feet)  ADJUSTED  
 AA4094  ___________________________________________________________________
 AA4094  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 AA4094  DYNAMIC HT  -         176.782 (meters)     579.99  (feet)  COMP
 AA4094  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 AA4094
 AA4094  VERT ORDER  -  FIRST     CLASS II
 AA4094
 AA4094.The horizontal coordinates were scaled from a topographic map and have
 AA4094.an estimated accuracy of +/- 6 seconds.
 AA4094
 AA4094.The orthometric height was determined by differential leveling
 AA4094.and adjusted by the National Geodetic Survey in September 1998..
 AA4094
 AA4094.The geoid height was determined by GEOID03.
 AA4094
 AA4094.The dynamic height is computed by dividing the NAVD 88
 AA4094.geopotential number by the normal gravity value computed on the
 AA4094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4094.degrees latitude (g = 980.6199 gals.).
 AA4094
 AA4094.The modeled gravity was interpolated from observed gravity values.
 AA4094
 AA4094;                    North         East    Units  Estimated Accuracy
 AA4094;SPC SC       -   318,510.      659,270.      MT  (+/- 180 meters Scaled)
 AA4094
 AA4094                          SUPERSEDED SURVEY CONTROL
 AA4094
 AA4094.No superseded survey control is available for this station.
 AA4094
 AA4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU496403(NAD 83)
 AA4094_MARKER: DD = SURVEY DISK
 AA4094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4094_STAMPING: 13 002 1993
 AA4094_MARK LOGO: SCGS  
 AA4094_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4094+STABILITY: SURFACE MOTION
 AA4094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4094+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4094
 AA4094  HISTORY     - Date     Condition        Report By
 AA4094  HISTORY     - 1993     MONUMENTED       SCGS
 AA4094
 AA4094                          STATION DESCRIPTION
 AA4094
 AA4094'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4094'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTHWEST OF PAGELAND.
 AA4094'OWNERSHIP--ELLISON LANEY, SR, ROUTE 2, BOX 75, JEFFERSON, SC
 AA4094'29718-9610, PHONE 803-672-7825. TO REACH THE STATION FROM THE WEST
 AA4094'JUNCTION OF U.S. HIGHWAY 601 AND STATE HIGHWAY 9, 3.5 MILES (5.6 KM)
 AA4094'WEST SOUTHWEST OF PAGELAND, GO SOUTHWEST ON HIGHWAY 601 FOR 2.75 MILES
 AA4094'(4.43 KM) TO THE JUNCTION OF STATE ROAD 39 (OGBURN ROAD), CONTINUE ON
 AA4094'HIGHWAY 601 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT NEAR A
 AA4094'SECURITY LIGHT POLE IN THE YARD OF A SHINGLE-SIDED HOUSE, 0.1 MILE
 AA4094'(0.2 KM) NORTHEAST OF THE JUNCTION OF STATE ROAD 823. STATION IS A
 AA4094'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AA4094'HIGHWAY, 73.7 FEET (22.5 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 AA4094'HIGHWAY, 40.6 FEET (12.4 M) WEST OF THE WEST CORNER OF THE HOUSE, 9.2
 AA4094'FEET (2.8 M) SOUTH SOUTHEAST OF THE LIGHT POLE NUMBER 900503.
 AA4094'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4093 ***********************************************************************
 AA4093  DESIGNATION -  13 003
 AA4093  PID         -  AA4093
 AA4093  STATE/COUNTY-  SC/CHESTERFIELD
 AA4093  USGS QUAD   -  JEFFERSON (1968)
 AA4093
 AA4093                         *CURRENT SURVEY CONTROL
 AA4093  ___________________________________________________________________
 AA4093* NAD 83(1986)-  34 42 38.     (N)    080 27 08.     (W)     SCALED    
 AA4093* NAVD 88     -       187.961  (meters)     616.67   (feet)  ADJUSTED  
 AA4093  ___________________________________________________________________
 AA4093  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AA4093  DYNAMIC HT  -         187.781 (meters)     616.08  (feet)  COMP
 AA4093  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 AA4093
 AA4093  VERT ORDER  -  FIRST     CLASS II
 AA4093
 AA4093.The horizontal coordinates were scaled from a topographic map and have
 AA4093.an estimated accuracy of +/- 6 seconds.
 AA4093
 AA4093.The orthometric height was determined by differential leveling
 AA4093.and adjusted by the National Geodetic Survey in September 1998..
 AA4093
 AA4093.The geoid height was determined by GEOID03.
 AA4093
 AA4093.The dynamic height is computed by dividing the NAVD 88
 AA4093.geopotential number by the normal gravity value computed on the
 AA4093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4093.degrees latitude (g = 980.6199 gals.).
 AA4093
 AA4093.The modeled gravity was interpolated from observed gravity values.
 AA4093
 AA4093;                    North         East    Units  Estimated Accuracy
 AA4093;SPC SC       -   319,220.      659,780.      MT  (+/- 180 meters Scaled)
 AA4093
 AA4093                          SUPERSEDED SURVEY CONTROL
 AA4093
 AA4093.No superseded survey control is available for this station.
 AA4093
 AA4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU501410(NAD 83)
 AA4093_MARKER: DD = SURVEY DISK
 AA4093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4093_STAMPING: 13 003 1993
 AA4093_MARK LOGO: SCGS  
 AA4093_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4093+STABILITY: SURFACE MOTION
 AA4093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4093+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4093
 AA4093  HISTORY     - Date     Condition        Report By
 AA4093  HISTORY     - 1993     MONUMENTED       SCGS
 AA4093
 AA4093                          STATION DESCRIPTION
 AA4093
 AA4093'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4093'STATION IS LOCATED 5.4 MILES (8.7 KM) SOUTHWEST OF PAGELAND.
 AA4093'OWNERSHIP--H.M. SONNY HORTON, 5805 STATE LINE ROAD, MARSHVILLE, NC
 AA4093'28103, PHONE 704-624-5162. TO REACH THE STATION FROM THE WEST JUNCTION
 AA4093'OF U.S. HIGHWAY 601 AND STATE HIGHWAY 9, 3.5 MILES (5.6 KM) WEST
 AA4093'SOUTHWEST OF PAGELAND, GO SOUTHWEST ON HIGHWAY 601 FOR 2.75 MILES
 AA4093'(4.43 KM) TO THE STATION ON THE LEFT IN THE EAST ANGLE OF THE JUNCTION
 AA4093'OF STATE ROAD 39 (OGBURN ROAD) AND A SAND ROAD LEADING TO A TURKEY
 AA4093'FARM. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AA4093'ROAD 39, 111.5 FEET (34.0 M) EAST SOUTHEAST OF THE CENTER OF THE
 AA4093'HIGHWAY, 68.3 FEET (20.8 M) NORTHEAST OF THE CENTER OF ROAD 39, 9.8
 AA4093'FEET (3.0 M) SOUTH SOUTHEAST OF THE CENTER OF THE SAND ROAD, 3.0 FEET
 AA4093'(0.9 M) WEST SOUTHWEST OF THE WOODEN GATE POST WITH A SCGS REFERENCE
 AA4093'WASHER ATTACHED FOR A METAL GATE, 57.8 FEET (17.6 M) EAST OF A POWER
 AA4093'POLE NUMBER 648709 WITH A GUY WIRE, 1.6 FEET (0.5 M) WEST SOUTHWEST OF
 AA4093'A WITNESS POST AT A 0.3-FOOT BY 0.5-FOOT POST. DESCRIBED BY C.E.
 AA4093'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4092 ***********************************************************************
 AA4092  DESIGNATION -  13 004
 AA4092  PID         -  AA4092
 AA4092  STATE/COUNTY-  SC/CHESTERFIELD
 AA4092  USGS QUAD   -  JEFFERSON (1968)
 AA4092
 AA4092                         *CURRENT SURVEY CONTROL
 AA4092  ___________________________________________________________________
 AA4092* NAD 83(1986)-  34 43 34.     (N)    080 27 02.     (W)     SCALED    
 AA4092* NAVD 88     -       201.611  (meters)     661.45   (feet)  ADJUSTED  
 AA4092  ___________________________________________________________________
 AA4092  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AA4092  DYNAMIC HT  -         201.418 (meters)     660.82  (feet)  COMP
 AA4092  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 AA4092
 AA4092  VERT ORDER  -  FIRST     CLASS II
 AA4092
 AA4092.The horizontal coordinates were scaled from a topographic map and have
 AA4092.an estimated accuracy of +/- 6 seconds.
 AA4092
 AA4092.The orthometric height was determined by differential leveling
 AA4092.and adjusted by the National Geodetic Survey in September 1998..
 AA4092
 AA4092.The geoid height was determined by GEOID03.
 AA4092
 AA4092.The dynamic height is computed by dividing the NAVD 88
 AA4092.geopotential number by the normal gravity value computed on the
 AA4092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4092.degrees latitude (g = 980.6199 gals.).
 AA4092
 AA4092.The modeled gravity was interpolated from observed gravity values.
 AA4092
 AA4092;                    North         East    Units  Estimated Accuracy
 AA4092;SPC SC       -   320,950.      659,920.      MT  (+/- 180 meters Scaled)
 AA4092
 AA4092                          SUPERSEDED SURVEY CONTROL
 AA4092
 AA4092.No superseded survey control is available for this station.
 AA4092
 AA4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU503428(NAD 83)
 AA4092_MARKER: DD = SURVEY DISK
 AA4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4092_STAMPING: 13 004 1993
 AA4092_MARK LOGO: SCGS  
 AA4092_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4092+STABILITY: SURFACE MOTION
 AA4092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4092+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4092
 AA4092  HISTORY     - Date     Condition        Report By
 AA4092  HISTORY     - 1993     MONUMENTED       SCGS
 AA4092
 AA4092                          STATION DESCRIPTION
 AA4092
 AA4092'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4092'STATION IS LOCATED 4.6 MILES (7.4 KM) SOUTHWEST OF PAGELAND.
 AA4092'OWNERSHIP--FLOYD HUNTER, ROUTE 4, BOX 306, PAGELAND, SC 29728, PHONE
 AA4092'803-672-7930. TO REACH THE STATION FROM THE WEST JUNCTION OF U.S.
 AA4092'HIGHWAY 601 AND STATE HIGHWAY 9, 3.5 MILES (5.6 KM) WEST SOUTHWEST OF
 AA4092'PAGELAND, GO SOUTHWEST ON HIGHWAY 601 FOR 0.4 MILE (0.6 KM) TO THE
 AA4092'JUNCTION OF STATE ROAD 105 (DUDLEY ROAD), CONTINUE ON HIGHWAY 601 FOR
 AA4092'1.3 MILES (2.1 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE BEHIND
 AA4092'A CONCRETE BLOCK BUILDING (VACANT CONVENIENCE STORE), 0.05 MILE (0.08
 AA4092'KM) NORTH OF THE JUNCTION OF STATE ROAD 549 (UNION HILL CHURCH ROAD).
 AA4092'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA4092'HIGHWAY, 29.7 FEET (9.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AA4092'HOUSE, 10.7 FEET (3.3 M) WEST SOUTHWEST OF A POWER POLE NUMBER 644705,
 AA4092'53.5 FEET (16.3 M) EAST OF THE NORTHEAST MAIN CORNER OF THE OLD
 AA4092'CONCRETE BLOCK BUILDING, 150.0 FEET (45.7 M) EAST OF THE CENTER OF THE
 AA4092'HIGHWAY. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4091 ***********************************************************************
 AA4091  DESIGNATION -  13 005
 AA4091  PID         -  AA4091
 AA4091  STATE/COUNTY-  SC/CHESTERFIELD
 AA4091  USGS QUAD   -  JEFFERSON (1968)
 AA4091
 AA4091                         *CURRENT SURVEY CONTROL
 AA4091  ___________________________________________________________________
 AA4091* NAD 83(1986)-  34 44 28.     (N)    080 27 03.     (W)     SCALED    
 AA4091* NAVD 88     -       211.844  (meters)     695.02   (feet)  ADJUSTED  
 AA4091  ___________________________________________________________________
 AA4091  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AA4091  DYNAMIC HT  -         211.641 (meters)     694.36  (feet)  COMP
 AA4091  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 AA4091
 AA4091  VERT ORDER  -  FIRST     CLASS II
 AA4091
 AA4091.The horizontal coordinates were scaled from a topographic map and have
 AA4091.an estimated accuracy of +/- 6 seconds.
 AA4091
 AA4091.The orthometric height was determined by differential leveling
 AA4091.and adjusted by the National Geodetic Survey in September 1998..
 AA4091
 AA4091.The geoid height was determined by GEOID03.
 AA4091
 AA4091.The dynamic height is computed by dividing the NAVD 88
 AA4091.geopotential number by the normal gravity value computed on the
 AA4091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4091.degrees latitude (g = 980.6199 gals.).
 AA4091
 AA4091.The modeled gravity was interpolated from observed gravity values.
 AA4091
 AA4091;                    North         East    Units  Estimated Accuracy
 AA4091;SPC SC       -   322,610.      659,890.      MT  (+/- 180 meters Scaled)
 AA4091
 AA4091                          SUPERSEDED SURVEY CONTROL
 AA4091
 AA4091.No superseded survey control is available for this station.
 AA4091
 AA4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU502444(NAD 83)
 AA4091_MARKER: DD = SURVEY DISK
 AA4091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4091_STAMPING: 13 005 1993
 AA4091_MARK LOGO: SCGS  
 AA4091_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4091+STABILITY: SURFACE MOTION
 AA4091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4091+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4091
 AA4091  HISTORY     - Date     Condition        Report By
 AA4091  HISTORY     - 1993     MONUMENTED       SCGS
 AA4091
 AA4091                          STATION DESCRIPTION
 AA4091
 AA4091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4091'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTHWEST OF PAGELAND.
 AA4091'OWNERSHIP--PAUL M. BURCH, P.O. BOX 276, PAGELAND, SC 29728, PHONE
 AA4091'803-672-2373. TO REACH THE STATION FROM THE WEST JUNCTION OF U.S.
 AA4091'HIGHWAY 601 AND STATE HIGHWAY 9, 3.5 MILES (5.6 KM) WEST SOUTHWEST OF
 AA4091'PAGELAND, GO SOUTHWEST ON HIGHWAY 601 FOR 0.4 MILE (0.6 KM) TO THE
 AA4091'JUNCTION OF STATE ROAD 105 (DUDLEY ROAD), CONTINUE ON HIGHWAY 601 FOR
 AA4091'0.2 MILE (0.3 KM) TO A DRIVEWAY RIGHT LEADING TO A BRICK ENTRANCE WAY,
 AA4091'TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION IN
 AA4091'THE GRASSY ISLAND FORMED BY A CIRCULAR DRIVEWAY. STATION IS A CONCRETE
 AA4091'POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 45.9 FEET
 AA4091'(14.0 M) SOUTHEAST OF THE NORTHEAST CORNER OF A TWO STORY BRICK HOUSE,
 AA4091'60.4 FEET (18.4 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE ATTACHED
 AA4091'GARAGE, 154.5 FEET (47.1 M) NORTH NORTHEAST OF A POWER POLE NUMBER
 AA4091'64703 WITH A TRANSFORMER AND A GUY WIRE, 28.3 FEET (8.6 M) EAST OF THE
 AA4091'EAST END OF THE 1ST STEP AT THE FRONT OF THE HOUSE. DESCRIBED BY C.E.
 AA4091'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4090 ***********************************************************************
 AA4090  DESIGNATION -  13 006
 AA4090  PID         -  AA4090
 AA4090  STATE/COUNTY-  SC/CHESTERFIELD
 AA4090  USGS QUAD   -  PAGELAND (1988)
 AA4090
 AA4090                         *CURRENT SURVEY CONTROL
 AA4090  ___________________________________________________________________
 AA4090* NAD 83(1986)-  34 45 03.     (N)    080 26 14.     (W)     SCALED    
 AA4090* NAVD 88     -       208.704  (meters)     684.72   (feet)  ADJUSTED  
 AA4090  ___________________________________________________________________
 AA4090  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AA4090  DYNAMIC HT  -         208.504 (meters)     684.07  (feet)  COMP
 AA4090  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 AA4090
 AA4090  VERT ORDER  -  FIRST     CLASS II
 AA4090
 AA4090.The horizontal coordinates were scaled from a topographic map and have
 AA4090.an estimated accuracy of +/- 6 seconds.
 AA4090
 AA4090.The orthometric height was determined by differential leveling
 AA4090.and adjusted by the National Geodetic Survey in September 1998..
 AA4090
 AA4090.The geoid height was determined by GEOID03.
 AA4090
 AA4090.The dynamic height is computed by dividing the NAVD 88
 AA4090.geopotential number by the normal gravity value computed on the
 AA4090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4090.degrees latitude (g = 980.6199 gals.).
 AA4090
 AA4090.The modeled gravity was interpolated from observed gravity values.
 AA4090
 AA4090;                    North         East    Units  Estimated Accuracy
 AA4090;SPC SC       -   323,690.      661,130.      MT  (+/- 180 meters Scaled)
 AA4090
 AA4090                          SUPERSEDED SURVEY CONTROL
 AA4090
 AA4090.No superseded survey control is available for this station.
 AA4090
 AA4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU515455(NAD 83)
 AA4090_MARKER: DD = SURVEY DISK
 AA4090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4090_STAMPING: 13 006 1993
 AA4090_MARK LOGO: SCGS  
 AA4090_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4090+STABILITY: SURFACE MOTION
 AA4090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4090+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4090
 AA4090  HISTORY     - Date     Condition        Report By
 AA4090  HISTORY     - 1993     MONUMENTED       SCGS
 AA4090
 AA4090                          STATION DESCRIPTION
 AA4090
 AA4090'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4090'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST SOUTHWEST OF PAGELAND.
 AA4090'OWNERSHIP--YANCY CATOE, ROUTE 4, BOX 355, PAGELAND, SC 29728-8409,
 AA4090'PHONE 803-672-7503. TO REACH THE STATION FROM THE WEST JUNCTION OF
 AA4090'U.S. HIGHWAY 601 AND STATE HIGHWAY 9, 3.5 MILES (5.6 KM) WEST
 AA4090'SOUTHWEST OF PAGELAND, GO EAST NORTHEAST ON HIGHWAYS 601 AND 9 FOR
 AA4090'0.45 MILES (0.72 KM) TO A SAND DRIVEWAY RIGHT LEADING TO A BRICK
 AA4090'HOUSE, TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE
 AA4090'STATION ON THE RIGHT BETWEEN THE BRICK HOUSE AND A WOOD-SIDED HOUSE.
 AA4090'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA4090'DRIVEWAY, 50.6 FEET (15.4 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA4090'THE BRICK HOUSE, 36.4 FEET (11.1 M) NORTH NORTHEAST OF A POWER POLE
 AA4090'NUMBER 387907 WITH TWO GUY WIRES AND A TRANSFORMER, 59.7 FEET (18.2 M)
 AA4090'EAST OF THE NORTHEAST CORNER OF THE WOOD-SIDED HOUSE, 32.0 FEET (9.8
 AA4090'M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK PUMP
 AA4090'HOUSE, 29.2 FEET (8.9 M) SOUTH SOUTHWEST OF A 0.5-FOOT CRABAPPLE TREE.
 AA4090'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4087 ***********************************************************************
 AA4087  DESIGNATION -  13 007
 AA4087  PID         -  AA4087
 AA4087  STATE/COUNTY-  SC/CHESTERFIELD
 AA4087  USGS QUAD   -  PAGELAND (1988)
 AA4087
 AA4087                         *CURRENT SURVEY CONTROL
 AA4087  ___________________________________________________________________
 AA4087* NAD 83(1986)-  34 46 13.     (N)    080 24 02.     (W)     SCALED    
 AA4087* NAVD 88     -       202.611  (meters)     664.73   (feet)  ADJUSTED  
 AA4087  ___________________________________________________________________
 AA4087  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AA4087  DYNAMIC HT  -         202.418 (meters)     664.10  (feet)  COMP
 AA4087  MODELED GRAV-     979,678.4   (mgal)                       NAVD 88
 AA4087
 AA4087  VERT ORDER  -  FIRST     CLASS II
 AA4087
 AA4087.The horizontal coordinates were scaled from a topographic map and have
 AA4087.an estimated accuracy of +/- 6 seconds.
 AA4087
 AA4087.The orthometric height was determined by differential leveling
 AA4087.and adjusted by the National Geodetic Survey in September 1998..
 AA4087
 AA4087.The geoid height was determined by GEOID03.
 AA4087
 AA4087.The dynamic height is computed by dividing the NAVD 88
 AA4087.geopotential number by the normal gravity value computed on the
 AA4087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4087.degrees latitude (g = 980.6199 gals.).
 AA4087
 AA4087.The modeled gravity was interpolated from observed gravity values.
 AA4087
 AA4087;                    North         East    Units  Estimated Accuracy
 AA4087;SPC SC       -   325,870.      664,470.      MT  (+/- 180 meters Scaled)
 AA4087
 AA4087                          SUPERSEDED SURVEY CONTROL
 AA4087
 AA4087.No superseded survey control is available for this station.
 AA4087
 AA4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU548477(NAD 83)
 AA4087_MARKER: DD = SURVEY DISK
 AA4087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4087_STAMPING: 13 007 1993
 AA4087_MARK LOGO: SCGS  
 AA4087_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4087+STABILITY: SURFACE MOTION
 AA4087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4087+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4087
 AA4087  HISTORY     - Date     Condition        Report By
 AA4087  HISTORY     - 1993     MONUMENTED       SCGS
 AA4087
 AA4087                          STATION DESCRIPTION
 AA4087
 AA4087'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4087'STATION IS LOCATED IN PAGELAND. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4087'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4087'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 601/STATE
 AA4087'HIGHWAY 9 (WEST MCGREGOR STREET) AND STATE HIGHWAY 207/STATE ROAD 182
 AA4087'(ELM STREET) IN PAGELAND, GO WEST SOUTHWEST ON HIGHWAYS 601 AND 9 FOR
 AA4087'0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 216 (VINE STREET),
 AA4087'TURN RIGHT ON ROAD 216 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AA4087'RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4087'GROUND AND LEVEL WITH THE ROAD, 25.4 FEET (7.7 M) EAST OF THE CENTER
 AA4087'OF THE ROAD, 123.7 FEET (37.7 M) NORTH NORTHWEST OF THE WEST CORNER OF
 AA4087'A WOODEN HOUSE, 76.4 FEET (23.3 M) SOUTH OF THE SOUTHWEST CORNER OF A
 AA4087'TAN BRICK HOUSE NUMBER 112, 99.5 FEET (30.3 M) EAST NORTHEAST OF THE
 AA4087'SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 64.4 FEET (19.6 M) EAST
 AA4087'OF A POWER POLE 107-4/HM83, 10.2 FEET (3.1 M) SOUTH SOUTHEAST OF A
 AA4087'WITNESS POST BESIDE POWER POLE HM84. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4086 ***********************************************************************
 AA4086  DESIGNATION -  13 008
 AA4086  PID         -  AA4086
 AA4086  STATE/COUNTY-  SC/CHESTERFIELD
 AA4086  USGS QUAD   -  PAGELAND (1988)
 AA4086
 AA4086                         *CURRENT SURVEY CONTROL
 AA4086  ___________________________________________________________________
 AA4086* NAD 83(1986)-  34 46 28.     (N)    080 23 01.     (W)     SCALED    
 AA4086* NAVD 88     -       182.332  (meters)     598.20   (feet)  ADJUSTED  
 AA4086  ___________________________________________________________________
 AA4086  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AA4086  DYNAMIC HT  -         182.159 (meters)     597.63  (feet)  COMP
 AA4086  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 AA4086
 AA4086  VERT ORDER  -  FIRST     CLASS II
 AA4086
 AA4086.The horizontal coordinates were scaled from a topographic map and have
 AA4086.an estimated accuracy of +/- 6 seconds.
 AA4086
 AA4086.The orthometric height was determined by differential leveling
 AA4086.and adjusted by the National Geodetic Survey in September 1998..
 AA4086
 AA4086.The geoid height was determined by GEOID03.
 AA4086
 AA4086.The dynamic height is computed by dividing the NAVD 88
 AA4086.geopotential number by the normal gravity value computed on the
 AA4086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4086.degrees latitude (g = 980.6199 gals.).
 AA4086
 AA4086.The modeled gravity was interpolated from observed gravity values.
 AA4086
 AA4086;                    North         East    Units  Estimated Accuracy
 AA4086;SPC SC       -   326,340.      666,020.      MT  (+/- 180 meters Scaled)
 AA4086
 AA4086                          SUPERSEDED SURVEY CONTROL
 AA4086
 AA4086.No superseded survey control is available for this station.
 AA4086
 AA4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU564482(NAD 83)
 AA4086_MARKER: DD = SURVEY DISK
 AA4086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4086_STAMPING: 13 008 1993
 AA4086_MARK LOGO: SCGS  
 AA4086_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4086+STABILITY: SURFACE MOTION
 AA4086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4086+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4086
 AA4086  HISTORY     - Date     Condition        Report By
 AA4086  HISTORY     - 1993     MONUMENTED       SCGS
 AA4086
 AA4086                          STATION DESCRIPTION
 AA4086
 AA4086'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4086'STATION IS LOCATED IN PAGELAND. OWNERSHIP--ALON SMITH, 605 EAST
 AA4086'MCGREGOR STREET, PAGELAND, SC 29728, PHONE 803-672-2118. TO REACH THE
 AA4086'STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 (EAST MCGREGOR STREET)
 AA4086'AND 151 BY-PASS (VAN L MUNGO BOULEVARD) IN PAGELAND, GO WEST ON
 AA4086'HIGHWAY 9 FOR 0.1 MILE (0.2 KM) TO THE STATION NEAR A SECURITY LIGHT
 AA4086'POLE IN THE BACK YARD OF A BRICK HOUSE IN THE NORTHWEST ANGLE OF THE
 AA4086'JUNCTION OF STATE ROAD 943. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4086'GROUND, 175.0 FEET (53.3 M) NORTHWEST OF THE CENTER OF THE HIGHWAY,
 AA4086'155.0 FEET (47.2 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 110.4
 AA4086'FEET (33.6 M) SOUTH SOUTHEAST OF A MANHOLE COVER IN THE BACK YARD,
 AA4086'33.3 FEET (10.1 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE
 AA4086'HOUSE, 20.7 FEET (6.3 M) WEST OF A SECURITY LIGHT POLE, 105.7 FEET
 AA4086'(32.2 M) NORTHWEST OF A POWER POLE WITH A GUY WIRE. DESCRIBED BY C.E.
 AA4086'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4085 ***********************************************************************
 AA4085  DESIGNATION -  13 009
 AA4085  PID         -  AA4085
 AA4085  STATE/COUNTY-  SC/CHESTERFIELD
 AA4085  USGS QUAD   -  PAGELAND (1988)
 AA4085
 AA4085                         *CURRENT SURVEY CONTROL
 AA4085  ___________________________________________________________________
 AA4085* NAD 83(1986)-  34 46 32.     (N)    080 22 33.     (W)     SCALED    
 AA4085* NAVD 88     -       185.413  (meters)     608.31   (feet)  ADJUSTED  
 AA4085  ___________________________________________________________________
 AA4085  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AA4085  DYNAMIC HT  -         185.238 (meters)     607.74  (feet)  COMP
 AA4085  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 AA4085
 AA4085  VERT ORDER  -  FIRST     CLASS II
 AA4085
 AA4085.The horizontal coordinates were scaled from a topographic map and have
 AA4085.an estimated accuracy of +/- 6 seconds.
 AA4085
 AA4085.The orthometric height was determined by differential leveling
 AA4085.and adjusted by the National Geodetic Survey in September 1998..
 AA4085
 AA4085.The geoid height was determined by GEOID03.
 AA4085
 AA4085.The dynamic height is computed by dividing the NAVD 88
 AA4085.geopotential number by the normal gravity value computed on the
 AA4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4085.degrees latitude (g = 980.6199 gals.).
 AA4085
 AA4085.The modeled gravity was interpolated from observed gravity values.
 AA4085
 AA4085;                    North         East    Units  Estimated Accuracy
 AA4085;SPC SC       -   326,470.      666,730.      MT  (+/- 180 meters Scaled)
 AA4085
 AA4085                          SUPERSEDED SURVEY CONTROL
 AA4085
 AA4085.No superseded survey control is available for this station.
 AA4085
 AA4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU571483(NAD 83)
 AA4085_MARKER: DD = SURVEY DISK
 AA4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4085_STAMPING: 13 009 1993
 AA4085_MARK LOGO: SCGS  
 AA4085_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4085+STABILITY: SURFACE MOTION
 AA4085
 AA4085  HISTORY     - Date     Condition        Report By
 AA4085  HISTORY     - 1993     MONUMENTED       SCGS
 AA4085
 AA4085                          STATION DESCRIPTION
 AA4085
 AA4085'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4085'STATION IS LOCATED IN PAGELAND. OWNERSHIP--TOWN OF PAGELAND, PAGELAND,
 AA4085'SC 29728. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9
 AA4085'(EAST MCGREGOR STREET) AND 151 BY-PASS (VAN L MUNGO BOULEVARD) IN
 AA4085'PAGELAND, GO EAST ON HIGHWAY 9 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION
 AA4085'OF STATE ROAD 69 (CATO STREET), TURN LEFT ON ROAD 69 FOR 0.1 MILE (0.2
 AA4085'KM) TO THE JUNCTION OF STATE ROAD 32 (HORNSBORO ROAD), CONTINUE AHEAD
 AA4085'ON ROAD 32 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE
 AA4085'SHORTER BRICK PILLAR ON THE EAST SIDE OF THE MAIN ENTRANCE TO THE ROSE
 AA4085'HILL CEMETERY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4085'1.0 FOOT (0.3 M) BELOW THE ROAD, 51.0 FEET (15.5 M) SOUTH SOUTHWEST OF
 AA4085'THE CENTER OF THE ROAD, 2.2 FEET (0.7 M) NORTH NORTHWEST OF THE
 AA4085'NORTHEAST CORNER OF THE SHORT PILLAR, 9.1 FEET (2.8 M) EAST OF THE
 AA4085'NORTHEAST CORNER OF THE TALLER PILLAR, 57.8 FEET (17.6 M) SOUTHEAST OF
 AA4085'A POWER POLE DV23/37/2581 WITH A GUY WIRE, 22.8 FEET (6.9 M) SOUTHWEST
 AA4085'OF A WITNESS POST AT A POWER POLE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4084 ***********************************************************************
 AA4084  DESIGNATION -  13 010
 AA4084  PID         -  AA4084
 AA4084  STATE/COUNTY-  SC/CHESTERFIELD
 AA4084  USGS QUAD   -  HORNSBORO (1983)
 AA4084
 AA4084                         *CURRENT SURVEY CONTROL
 AA4084  ___________________________________________________________________
 AA4084* NAD 83(1986)-  34 46 05.     (N)    080 21 41.     (W)     SCALED    
 AA4084* NAVD 88     -       174.985  (meters)     574.10   (feet)  ADJUSTED  
 AA4084  ___________________________________________________________________
 AA4084  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 AA4084  DYNAMIC HT  -         174.820 (meters)     573.56  (feet)  COMP
 AA4084  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 AA4084
 AA4084  VERT ORDER  -  FIRST     CLASS II
 AA4084
 AA4084.The horizontal coordinates were scaled from a topographic map and have
 AA4084.an estimated accuracy of +/- 6 seconds.
 AA4084
 AA4084.The orthometric height was determined by differential leveling
 AA4084.and adjusted by the National Geodetic Survey in September 1998..
 AA4084
 AA4084.The geoid height was determined by GEOID03.
 AA4084
 AA4084.The dynamic height is computed by dividing the NAVD 88
 AA4084.geopotential number by the normal gravity value computed on the
 AA4084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4084.degrees latitude (g = 980.6199 gals.).
 AA4084
 AA4084.The modeled gravity was interpolated from observed gravity values.
 AA4084
 AA4084;                    North         East    Units  Estimated Accuracy
 AA4084;SPC SC       -   325,650.      668,060.      MT  (+/- 180 meters Scaled)
 AA4084
 AA4084                          SUPERSEDED SURVEY CONTROL
 AA4084
 AA4084.No superseded survey control is available for this station.
 AA4084
 AA4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU584475(NAD 83)
 AA4084_MARKER: DD = SURVEY DISK
 AA4084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4084_STAMPING: 13 010 1993
 AA4084_MARK LOGO: SCGS  
 AA4084_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4084+STABILITY: SURFACE MOTION
 AA4084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4084+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4084
 AA4084  HISTORY     - Date     Condition        Report By
 AA4084  HISTORY     - 1993     MONUMENTED       SCGS
 AA4084
 AA4084                          STATION DESCRIPTION
 AA4084
 AA4084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4084'STATION IS LOCATED 1.7 MILES (2.7 KM) EAST OF PAGELAND.
 AA4084'OWNERSHIP--ROBERT HAMMONDS, ROUTE 1, BOX 24-B, PAGELAND, SC 29728,
 AA4084'PHONE 803-672-2193. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4084'HIGHWAYS 9 (EAST MCGREGOR STREET) AND 151 BY-PASS (VAN L MUNGO
 AA4084'BOULEVARD) IN PAGELAND, GO EAST ON HIGHWAY 9 FOR 0.65 MILE (1.05 KM)
 AA4084'TO THE JUNCTION OF STATE ROAD 903 (USHER STREET), CONTINUE ON HIGHWAY
 AA4084'9 FOR 0.6 MILE (1.0 KM) TO A GRAVEL DRIVEWAY RIGHT (ENTRANCE TO
 AA4084'HAMMONDS), TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE
 AA4084'REAR OF THE HOUSE AND THE STATION ON THE LEFT NEAR A POWER POLE.
 AA4084'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 10.1 FEET (3.1 M)
 AA4084'WEST SOUTHWEST OF THE POWER POLE WITH TRANSFORMER, 58.1 FEET (17.7 M)
 AA4084'EAST OF THE NORTH CORNER OF A BRICK HOUSE, 72.0 FEET (21.9 M) NORTH OF
 AA4084'THE EAST CORNER OF ANOTHER BRICK HOUSE, 127.9 FEET (39.0 M) NORTHWEST
 AA4084'OF A SECURITY LIGHT POLE, 10.3 FEET (3.1 M) WEST SOUTHWEST OF A
 AA4084'WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4083 ***********************************************************************
 AA4083  DESIGNATION -  13 011
 AA4083  PID         -  AA4083
 AA4083  STATE/COUNTY-  SC/CHESTERFIELD
 AA4083  USGS QUAD   -  HORNSBORO (1983)
 AA4083
 AA4083                         *CURRENT SURVEY CONTROL
 AA4083  ___________________________________________________________________
 AA4083* NAD 83(1986)-  34 45 57.     (N)    080 20 48.     (W)     SCALED    
 AA4083* NAVD 88     -       177.926  (meters)     583.75   (feet)  ADJUSTED  
 AA4083  ___________________________________________________________________
 AA4083  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AA4083  DYNAMIC HT  -         177.757 (meters)     583.19  (feet)  COMP
 AA4083  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 AA4083
 AA4083  VERT ORDER  -  FIRST     CLASS II
 AA4083
 AA4083.The horizontal coordinates were scaled from a topographic map and have
 AA4083.an estimated accuracy of +/- 6 seconds.
 AA4083
 AA4083.The orthometric height was determined by differential leveling
 AA4083.and adjusted by the National Geodetic Survey in September 1998..
 AA4083
 AA4083.The geoid height was determined by GEOID03.
 AA4083
 AA4083.The dynamic height is computed by dividing the NAVD 88
 AA4083.geopotential number by the normal gravity value computed on the
 AA4083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4083.degrees latitude (g = 980.6199 gals.).
 AA4083
 AA4083.The modeled gravity was interpolated from observed gravity values.
 AA4083
 AA4083;                    North         East    Units  Estimated Accuracy
 AA4083;SPC SC       -   325,410.      669,410.      MT  (+/- 180 meters Scaled)
 AA4083
 AA4083                          SUPERSEDED SURVEY CONTROL
 AA4083
 AA4083.No superseded survey control is available for this station.
 AA4083
 AA4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU597472(NAD 83)
 AA4083_MARKER: DD = SURVEY DISK
 AA4083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4083_STAMPING: 13 011 1993
 AA4083_MARK LOGO: SCGS  
 AA4083_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4083+STABILITY: SURFACE MOTION
 AA4083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4083+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4083
 AA4083  HISTORY     - Date     Condition        Report By
 AA4083  HISTORY     - 1993     MONUMENTED       SCGS
 AA4083
 AA4083                          STATION DESCRIPTION
 AA4083
 AA4083'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4083'STATION IS LOCATED 2.6 MILES (4.2 KM) EAST OF PAGELAND.
 AA4083'OWNERSHIP--BILLY E. PIGG, ROUTE 1, BOX 138, PAGELAND, SC 29728, PHONE
 AA4083'803-672-7337. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AA4083'9 (EAST MCGREGOR STREET) AND 151 BY-PASS (VAN L MUNGO BOULEVARD) IN
 AA4083'PAGELAND, GO EAST ON HIGHWAY 9 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION
 AA4083'OF STATE ROAD 43 (AIRPORT ROAD), CONTINUE ON HIGHWAY 9 FOR 0.55 MILE
 AA4083'(0.89 KM) TO THE STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF A
 AA4083'WHITE VINYL-SIDED HOUSE, 0.3 MILE (0.5 KM) WEST OF THE JUNCTION OF
 AA4083'STATE ROAD 896 (BOYD EVANS ROAD). STATION IS A CONCRETE POST FLUSH
 AA4083'WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 4.4 FEET
 AA4083'(1.3 M) EAST OF THE NORTHEAST CORNER OF THE HOUSE, 30.7 FEET (9.4 M)
 AA4083'NORTH OF THE NORTHEAST CORNER OF THE CHIMNEY ON THE EAST SIDE OF THE
 AA4083'HOUSE, 80.7 FEET (24.6 M) SOUTH SOUTHWEST OF A POWER POLE
 AA4083'4300/4/4/DT97 WITH A TELEPHONE JUNCTION BOX ATTTACHED, 112.8 FEET
 AA4083'(34.4 M) SOUTH OF THE CENTER OF THE HIGHWAY. DESCRIBED BY C.E.
 AA4083'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4082 ***********************************************************************
 AA4082  DESIGNATION -  13 012
 AA4082  PID         -  AA4082
 AA4082  STATE/COUNTY-  SC/CHESTERFIELD
 AA4082  USGS QUAD   -  HORNSBORO (1983)
 AA4082
 AA4082                         *CURRENT SURVEY CONTROL
 AA4082  ___________________________________________________________________
 AA4082* NAD 83(1986)-  34 46 08.     (N)    080 19 50.     (W)     SCALED    
 AA4082* NAVD 88     -       174.793  (meters)     573.47   (feet)  ADJUSTED  
 AA4082  ___________________________________________________________________
 AA4082  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AA4082  DYNAMIC HT  -         174.628 (meters)     572.93  (feet)  COMP
 AA4082  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 AA4082
 AA4082  VERT ORDER  -  FIRST     CLASS II
 AA4082
 AA4082.The horizontal coordinates were scaled from a topographic map and have
 AA4082.an estimated accuracy of +/- 6 seconds.
 AA4082
 AA4082.The orthometric height was determined by differential leveling
 AA4082.and adjusted by the National Geodetic Survey in September 1998..
 AA4082
 AA4082.The geoid height was determined by GEOID03.
 AA4082
 AA4082.The dynamic height is computed by dividing the NAVD 88
 AA4082.geopotential number by the normal gravity value computed on the
 AA4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4082.degrees latitude (g = 980.6199 gals.).
 AA4082
 AA4082.The modeled gravity was interpolated from observed gravity values.
 AA4082
 AA4082;                    North         East    Units  Estimated Accuracy
 AA4082;SPC SC       -   325,760.      670,880.      MT  (+/- 180 meters Scaled)
 AA4082
 AA4082                          SUPERSEDED SURVEY CONTROL
 AA4082
 AA4082.No superseded survey control is available for this station.
 AA4082
 AA4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU612476(NAD 83)
 AA4082_MARKER: DD = SURVEY DISK
 AA4082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4082_STAMPING: 13 012 1993
 AA4082_MARK LOGO: SCGS  
 AA4082_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4082+STABILITY: SURFACE MOTION
 AA4082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4082+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4082
 AA4082  HISTORY     - Date     Condition        Report By
 AA4082  HISTORY     - 1993     MONUMENTED       SCGS
 AA4082
 AA4082                          STATION DESCRIPTION
 AA4082
 AA4082'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4082'STATION IS LOCATED 3.4 MILES (5.5 KM) EAST OF PAGELAND.
 AA4082'OWNERSHIP--RICKY TAYLOR, P.O. BOX 302, PAGELAND, SC 29728, PHONE
 AA4082'803-672-2724. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AA4082'9 (EAST MCGREGOR STREET) AND 151 BY-PASS (VAN L MUNGO BOULEVARD) IN
 AA4082'PAGELAND, GO EAST ON HIGHWAY 9 FOR 3.05 MILES (4.91 KM) TO THE
 AA4082'JUNCTION OF STATE ROAD 157 (COON CREEK AND ORO CHURCH ROADS), CONTINUE
 AA4082'ON HIGHWAY 9 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR
 AA4082'THE SOUTHWEST CORNER OF A GREY VINYL-SIDED HOUSE. STATION IS A
 AA4082'CONCRETE POST FLUSH WITH THE GROUND, 51.3 FEET (15.6 M) NORTHWEST OF A
 AA4082'POWER POLE 4/DU92 WITH A TRANSFORMER, 81.0 FEET (24.7 M) NORTH OF THE
 AA4082'CENTER OF THE HIGHWAY, 10.9 FEET (3.3 M) SOUTH OF THE WESTERN-MOST
 AA4082'CORNER OF THE HOUSE, 17.8 FEET (5.4 M) WEST OF THE SOUTHERN-MOST
 AA4082'CORNER OF THE HOUSE, 64.3 FEET (19.6 M) NORTHEAST OF A TELEPHONE
 AA4082'JUNCTION BOX NUMBER 4400/5/4, 24.2 FEET (7.4 M) EAST OF A 1.5-FOOT
 AA4082'PINE TREE WITH A WIRE FENCE ATTACHED. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4080 ***********************************************************************
 AA4080  DESIGNATION -  13 013
 AA4080  PID         -  AA4080
 AA4080  STATE/COUNTY-  SC/CHESTERFIELD
 AA4080  USGS QUAD   -  HORNSBORO (1983)
 AA4080
 AA4080                         *CURRENT SURVEY CONTROL
 AA4080  ___________________________________________________________________
 AA4080* NAD 83(1986)-  34 46 04.     (N)    080 18 14.     (W)     SCALED    
 AA4080* NAVD 88     -       149.539  (meters)     490.61   (feet)  ADJUSTED  
 AA4080  ___________________________________________________________________
 AA4080  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AA4080  DYNAMIC HT  -         149.398 (meters)     490.15  (feet)  COMP
 AA4080  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 AA4080
 AA4080  VERT ORDER  -  FIRST     CLASS II
 AA4080
 AA4080.The horizontal coordinates were scaled from a topographic map and have
 AA4080.an estimated accuracy of +/- 6 seconds.
 AA4080
 AA4080.The orthometric height was determined by differential leveling
 AA4080.and adjusted by the National Geodetic Survey in September 1998..
 AA4080
 AA4080.The geoid height was determined by GEOID03.
 AA4080
 AA4080.The dynamic height is computed by dividing the NAVD 88
 AA4080.geopotential number by the normal gravity value computed on the
 AA4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4080.degrees latitude (g = 980.6199 gals.).
 AA4080
 AA4080.The modeled gravity was interpolated from observed gravity values.
 AA4080
 AA4080;                    North         East    Units  Estimated Accuracy
 AA4080;SPC SC       -   325,650.      673,320.      MT  (+/- 180 meters Scaled)
 AA4080
 AA4080                          SUPERSEDED SURVEY CONTROL
 AA4080
 AA4080.No superseded survey control is available for this station.
 AA4080
 AA4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU637475(NAD 83)
 AA4080_MARKER: DD = SURVEY DISK
 AA4080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4080_STAMPING: 13 013 1993
 AA4080_MARK LOGO: SCGS  
 AA4080_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4080+STABILITY: SURFACE MOTION
 AA4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4080+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4080
 AA4080  HISTORY     - Date     Condition        Report By
 AA4080  HISTORY     - 1993     MONUMENTED       SCGS
 AA4080
 AA4080                          STATION DESCRIPTION
 AA4080
 AA4080'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4080'STATION IS LOCATED 4.4 MILES (7.1 KM) WEST OF MOUNT CROGHAN, 4.9 MILES
 AA4080'(7.9 KM) EAST OF PAGELAND. OWNERSHIP--BURRIS P. TAYLOR, ROUTE 1, BOX
 AA4080'83E, MOUNT CROGHAN, SC 29727, PHONE 803-672-7274. TO REACH THE STATION
 AA4080'FROM THE JUNCTION OF STATE HIGHWAYS 9, 109, 268 (MAIN STREET, DEPOT
 AA4080'STREET AND CAMDEN ROAD) IN MOUNT CROGHAN, GO NORTHWEST ON HIGHWAY 9
 AA4080'FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF STATE ROAD 30 (HORNSBORO
 AA4080'ROAD), CONTINUE ON HIGHWAY 9 FOR 3.7 MILES (6.0 KM) TO A SAND DRIVEWAY
 AA4080'LEFT LEADING TO A BRICK HOUSE, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE
 AA4080'(0.08 KM) TO THE STATION ON THE LEFT NEAR A FLAG POLE IN THE FRONT
 AA4080'YARD OF THE BRICK HOUSE, 0.1 MILE (0.2 KM) EAST OF THE JUNCTION OF
 AA4080'STATE ROADS 55 AND 73 (MILLS ROAD). STATION IS A CONCRETE POST FLUSH
 AA4080'WITH THE GROUND, 10.2 FEET (3.1 M) SOUTH SOUTHWEST OF THE FLAG POLE,
 AA4080'55.5 FEET (16.9 M) NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE,
 AA4080'21.2 FEET (6.5 M) WEST SOUTHWEST OF A 0.5-FOOT MAGNOLIA TREE, 59.4
 AA4080'FEET (18.1 M) NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE
 AA4080'PAD UNDER THE CARPORT, 22.2 FEET (6.8 M) SOUTH SOUTHEAST OF THE CENTER
 AA4080'OF THE DRIVEWAY. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4079 ***********************************************************************
 AA4079  DESIGNATION -  13 014
 AA4079  PID         -  AA4079
 AA4079  STATE/COUNTY-  SC/CHESTERFIELD
 AA4079  USGS QUAD   -  HORNSBORO (1983)
 AA4079
 AA4079                         *CURRENT SURVEY CONTROL
 AA4079  ___________________________________________________________________
 AA4079* NAD 83(1986)-  34 45 57.     (N)    080 17 24.     (W)     SCALED    
 AA4079* NAVD 88     -       152.618  (meters)     500.71   (feet)  ADJUSTED  
 AA4079  ___________________________________________________________________
 AA4079  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AA4079  DYNAMIC HT  -         152.474 (meters)     500.24  (feet)  COMP
 AA4079  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 AA4079
 AA4079  VERT ORDER  -  FIRST     CLASS II
 AA4079
 AA4079.The horizontal coordinates were scaled from a topographic map and have
 AA4079.an estimated accuracy of +/- 6 seconds.
 AA4079
 AA4079.The orthometric height was determined by differential leveling
 AA4079.and adjusted by the National Geodetic Survey in September 1998..
 AA4079
 AA4079.The geoid height was determined by GEOID03.
 AA4079
 AA4079.The dynamic height is computed by dividing the NAVD 88
 AA4079.geopotential number by the normal gravity value computed on the
 AA4079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4079.degrees latitude (g = 980.6199 gals.).
 AA4079
 AA4079.The modeled gravity was interpolated from observed gravity values.
 AA4079
 AA4079;                    North         East    Units  Estimated Accuracy
 AA4079;SPC SC       -   325,440.      674,600.      MT  (+/- 180 meters Scaled)
 AA4079
 AA4079                          SUPERSEDED SURVEY CONTROL
 AA4079
 AA4079.No superseded survey control is available for this station.
 AA4079
 AA4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU649473(NAD 83)
 AA4079_MARKER: DD = SURVEY DISK
 AA4079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4079_STAMPING: 13 014 1993
 AA4079_MARK LOGO: SCGS  
 AA4079_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4079+STABILITY: SURFACE MOTION
 AA4079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4079+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4079
 AA4079  HISTORY     - Date     Condition        Report By
 AA4079  HISTORY     - 1993     MONUMENTED       SCGS
 AA4079
 AA4079                          STATION DESCRIPTION
 AA4079
 AA4079'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4079'STATION IS LOCATED 3.6 MILES (5.8 KM) WEST OF MOUNT CROGHAN.
 AA4079'OWNERSHIP--RONNIE P. NICHOLSON, ROUTE 1, BOX 70, MOUNT CROGHAN, SC
 AA4079'29727, PHONE 803-672-5096. TO REACH THE STATION FROM THE JUNCTION OF
 AA4079'STATE HIGHWAYS 9, 109, 268 (MAIN STREET, DEPOT STREET AND CAMDEN
 AA4079'ROAD)IN MOUNT CROGHAN, GO NORTHWEST ON HIGHWAY 9 FOR 0.85 MILE (1.37
 AA4079'KM) TO THE JUNCTION OF STATE ROAD 30 (HORNSBORO ROAD), CONTINUE ON
 AA4079'HIGHWAY 9 FOR 2.95 MILE (4.75 KM) TO THE STATION ON THE LEFT NEAR A
 AA4079'POWER POLE IN THE SIDE YARD OF A BRICK HOUSE IN THE SOUTHWEST ANGLE OF
 AA4079'A SAND ROAD (MOORE ROAD), 0.85 MILE (1.37 KM) EAST OF THE JUNCTION OF
 AA4079'STATE ROADS 73 AND 55 (MILLS ROAD). STATION IS A CONCRETE POST FLUSH
 AA4079'WITH THE GROUND, 188.5 FEET (57.5 M) SOUTH OF THE CENTER OF THE
 AA4079'HIGHWAY, 72.5 FEET (22.1 M) WEST OF THE CENTER OF THE SAND ROAD, 7.5
 AA4079'FEET (2.3 M) NORTHEAST OF THE POWER POLE NUMBER 413704 WITH A SECURITY
 AA4079'LIGHT, 44.0 FEET (13.4 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AA4079'STORAGE ROOM BUILT INTO THE CARPORT OF THE HOUSE. DESCRIBED BY C.E.
 AA4079'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4077 ***********************************************************************
 AA4077  DESIGNATION -  13 015
 AA4077  PID         -  AA4077
 AA4077  STATE/COUNTY-  SC/CHESTERFIELD
 AA4077  USGS QUAD   -  HORNSBORO (1983)
 AA4077
 AA4077                         *CURRENT SURVEY CONTROL
 AA4077  ___________________________________________________________________
 AA4077* NAD 83(1986)-  34 45 59.     (N)    080 15 36.     (W)     SCALED    
 AA4077* NAVD 88     -       136.075  (meters)     446.44   (feet)  ADJUSTED  
 AA4077  ___________________________________________________________________
 AA4077  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AA4077  DYNAMIC HT  -         135.948 (meters)     446.02  (feet)  COMP
 AA4077  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 AA4077
 AA4077  VERT ORDER  -  FIRST     CLASS II
 AA4077
 AA4077.The horizontal coordinates were scaled from a topographic map and have
 AA4077.an estimated accuracy of +/- 6 seconds.
 AA4077
 AA4077.The orthometric height was determined by differential leveling
 AA4077.and adjusted by the National Geodetic Survey in September 1998..
 AA4077
 AA4077.The geoid height was determined by GEOID03.
 AA4077
 AA4077.The dynamic height is computed by dividing the NAVD 88
 AA4077.geopotential number by the normal gravity value computed on the
 AA4077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4077.degrees latitude (g = 980.6199 gals.).
 AA4077
 AA4077.The modeled gravity was interpolated from observed gravity values.
 AA4077
 AA4077;                    North         East    Units  Estimated Accuracy
 AA4077;SPC SC       -   325,520.      677,340.      MT  (+/- 180 meters Scaled)
 AA4077
 AA4077                          SUPERSEDED SURVEY CONTROL
 AA4077
 AA4077.No superseded survey control is available for this station.
 AA4077
 AA4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU677473(NAD 83)
 AA4077_MARKER: DD = SURVEY DISK
 AA4077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4077_STAMPING: 13 015 1993
 AA4077_MARK LOGO: SCGS  
 AA4077_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4077+STABILITY: SURFACE MOTION
 AA4077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4077+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4077
 AA4077  HISTORY     - Date     Condition        Report By
 AA4077  HISTORY     - 1993     MONUMENTED       SCGS
 AA4077
 AA4077                          STATION DESCRIPTION
 AA4077
 AA4077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4077'STATION IS LOCATED 1.9 MILES (3.1 KM) WEST OF MOUNT CROGHAN.
 AA4077'OWNERSHIP--FRANK NICHOLSON, ROUTE 1, BOX 62, MOUNT CROGHAN, SC 29727,
 AA4077'PHONE 803-634-6782. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4077'HIGHWAYS 9, 109, 268 (MAIN STREET, DEPOT STREET AND CAMDEN ROAD) IN
 AA4077'MOUNT CROGHAN, GO NORTHWEST ON HIGHWAY 9 FOR 0.85 MILE (1.37 KM) TO
 AA4077'THE JUNCTION OF STATE ROAD 30 (HORNSBORO ROAD), CONTINUE ON HIGHWAY 9
 AA4077'FOR 1.15 MILES (1.85 KM) TO A DRIVEWAY RIGHT LEADING TO A BRICK HOUSE,
 AA4077'TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 AA4077'THE LEFT NEAR A SATELLITE DISH. STATION IS A CONCRETE POST FLUSH WITH
 AA4077'THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE DRIVEWAY, 23.9 FEET (7.3
 AA4077'M) SOUTH SOUTHWEST OF THE STEEL SUPPORT POLE FOR THE SATELLITE DISH,
 AA4077'71.4 FEET (21.8 M) WEST SOUTHWEST OF A POWER POLE DR82, 52.0 FEET
 AA4077'(15.8 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK HOUSE,
 AA4077'28.0 FEET (8.5 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY, 16.8 FEET
 AA4077'(5.1 M) EAST SOUTHEAST OF A WOODEN BARBED WIRE FENCE POST WITH A SCGS
 AA4077'REFERENCE WASHER ATTACHED. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4076 ***********************************************************************
 AA4076  DESIGNATION -  13 016
 AA4076  PID         -  AA4076
 AA4076  STATE/COUNTY-  SC/CHESTERFIELD
 AA4076  USGS QUAD   -  MT CROGHAN (1983)
 AA4076
 AA4076                         *CURRENT SURVEY CONTROL
 AA4076  ___________________________________________________________________
 AA4076* NAD 83(1986)-  34 46 10.     (N)    080 14 24.     (W)     SCALED    
 AA4076* NAVD 88     -       136.238  (meters)     446.97   (feet)  ADJUSTED  
 AA4076  ___________________________________________________________________
 AA4076  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AA4076  DYNAMIC HT  -         136.111 (meters)     446.56  (feet)  COMP
 AA4076  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 AA4076
 AA4076  VERT ORDER  -  FIRST     CLASS II
 AA4076
 AA4076.The horizontal coordinates were scaled from a topographic map and have
 AA4076.an estimated accuracy of +/- 6 seconds.
 AA4076
 AA4076.The orthometric height was determined by differential leveling
 AA4076.and adjusted by the National Geodetic Survey in September 1998..
 AA4076
 AA4076.The geoid height was determined by GEOID03.
 AA4076
 AA4076.The dynamic height is computed by dividing the NAVD 88
 AA4076.geopotential number by the normal gravity value computed on the
 AA4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4076.degrees latitude (g = 980.6199 gals.).
 AA4076
 AA4076.The modeled gravity was interpolated from observed gravity values.
 AA4076
 AA4076;                    North         East    Units  Estimated Accuracy
 AA4076;SPC SC       -   325,870.      679,170.      MT  (+/- 180 meters Scaled)
 AA4076
 AA4076                          SUPERSEDED SURVEY CONTROL
 AA4076
 AA4076.No superseded survey control is available for this station.
 AA4076
 AA4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU695477(NAD 83)
 AA4076_MARKER: DD = SURVEY DISK
 AA4076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4076_STAMPING: 13 016 1993
 AA4076_MARK LOGO: SCGS  
 AA4076_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4076+STABILITY: SURFACE MOTION
 AA4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4076+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4076
 AA4076  HISTORY     - Date     Condition        Report By
 AA4076  HISTORY     - 1993     MONUMENTED       SCGS
 AA4076
 AA4076                          STATION DESCRIPTION
 AA4076
 AA4076'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4076'STATION IS LOCATED 0.7 MILE (1.1 KM) WEST OF MOUNT CROGHAN.
 AA4076'OWNERSHIP--WILLIAM C. GIBSON, 5 TAWNY BRANCH COURT, COLUMBIA, SC
 AA4076'29212, PHONE 803-749-1284. TO REACH THE STATION FROM THE JUNCTION OF
 AA4076'STATE HIGHWAYS 9, 109, 268 (MAIN STREET, DEPOT STREET AND CAMDEN
 AA4076'ROAD)IN MOUNT CROGHAN, GO NORTHWEST ON HIGHWAY 9 FOR 0.8 MILE (1.3 KM)
 AA4076'TO THE STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER OF A WHITE
 AA4076'VINYL-SIDED HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4076'AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 60.0 FEET (18.3 M) NORTH OF
 AA4076'THE CENTER OF THE HIGHWAY, 17.4 FEET (5.3 M) SOUTH OF THE SOUTHWEST
 AA4076'CORNER OF THE HOUSE EXTENSION, 25.8 FEET (7.9 M) WEST OF THE SOUTHWEST
 AA4076'CORNER OF THE HOUSE (MAIN PART), 91.0 FEET (27.7 M) EAST SOUTHEAST OF
 AA4076'THE SOUTHEAST CORNER OF THE THREE STALL CARPORT. DESCRIBED BY C.E.
 AA4076'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4075 ***********************************************************************
 AA4075  DESIGNATION -  13 017
 AA4075  PID         -  AA4075
 AA4075  STATE/COUNTY-  SC/CHESTERFIELD
 AA4075  USGS QUAD   -  MT CROGHAN (1983)
 AA4075
 AA4075                         *CURRENT SURVEY CONTROL
 AA4075  ___________________________________________________________________
 AA4075* NAD 83(1986)-  34 46 12.     (N)    080 14 01.     (W)     SCALED    
 AA4075* NAVD 88     -       136.100  (meters)     446.52   (feet)  ADJUSTED  
 AA4075  ___________________________________________________________________
 AA4075  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AA4075  DYNAMIC HT  -         135.973 (meters)     446.10  (feet)  COMP
 AA4075  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 AA4075
 AA4075  VERT ORDER  -  FIRST     CLASS II
 AA4075
 AA4075.The horizontal coordinates were scaled from a topographic map and have
 AA4075.an estimated accuracy of +/- 6 seconds.
 AA4075
 AA4075.The orthometric height was determined by differential leveling
 AA4075.and adjusted by the National Geodetic Survey in September 1998..
 AA4075
 AA4075.The geoid height was determined by GEOID03.
 AA4075
 AA4075.The dynamic height is computed by dividing the NAVD 88
 AA4075.geopotential number by the normal gravity value computed on the
 AA4075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4075.degrees latitude (g = 980.6199 gals.).
 AA4075
 AA4075.The modeled gravity was interpolated from observed gravity values.
 AA4075
 AA4075;                    North         East    Units  Estimated Accuracy
 AA4075;SPC SC       -   325,940.      679,760.      MT  (+/- 180 meters Scaled)
 AA4075
 AA4075                          SUPERSEDED SURVEY CONTROL
 AA4075
 AA4075.No superseded survey control is available for this station.
 AA4075
 AA4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU701478(NAD 83)
 AA4075_MARKER: DD = SURVEY DISK
 AA4075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4075_STAMPING: 13 017 1993
 AA4075_MARK LOGO: SCGS  
 AA4075_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4075+STABILITY: SURFACE MOTION
 AA4075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4075+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4075
 AA4075  HISTORY     - Date     Condition        Report By
 AA4075  HISTORY     - 1993     MONUMENTED       SCGS
 AA4075
 AA4075                          STATION DESCRIPTION
 AA4075
 AA4075'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4075'STATION IS LOCATED IN MOUNT CROGHAN. OWNERSHIP--ROY STEEN, P.O. BOX
 AA4075'93, MOUNT CROGHAN, SC 29727, PHONE 803-634-5541. TO REACH THE STATION
 AA4075'FROM THE JUNCTION OF STATE HIGHWAYS 9, 109, 268 (MAIN STREET, DEPOT
 AA4075'STREET AND CAMDEN ROAD) IN MOUNT CROGHAN, GO NORTHWEST ON HIGHWAY 9
 AA4075'FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 212 (BURCH
 AA4075'STREET), CONTINUE ON HIGHWAY 9 FOR 0.3 MILE (0.5 KM) TO A GRAVEL
 AA4075'DRIVEWAY LEFT LEADING TO A WHITE VINYL-SIDED HOUSE, TURN LEFT ON THE
 AA4075'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A
 AA4075'POWER POLE AT A CHAIN LINK FENCE. STATION IS A CONCRETE POST FLUSH
 AA4075'WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 11.0 FEET (3.4 M) EAST OF
 AA4075'THE CENTER OF THE DRIVEWAY, 6.6 FEET (2.0 M) NORTHWEST OF THE POWER
 AA4075'POLE DQ81 WITH A GUY WIRE, 5.8 FEET (1.8 M) NORTH NORTHEAST OF THE
 AA4075'FENCE LINE, 7.9 FEET (2.4 M) EAST NORTHEAST OF THE EAST GATE POST, 4.7
 AA4075'FEET (1.4 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED BY C.E.
 AA4075'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4073 ***********************************************************************
 AA4073  DESIGNATION -  13 018
 AA4073  PID         -  AA4073
 AA4073  STATE/COUNTY-  SC/CHESTERFIELD
 AA4073  USGS QUAD   -  MT CROGHAN (1983)
 AA4073
 AA4073                         *CURRENT SURVEY CONTROL
 AA4073  ___________________________________________________________________
 AA4073* NAD 83(1986)-  34 45 55.     (N)    080 13 03.     (W)     SCALED    
 AA4073* NAVD 88     -       106.722  (meters)     350.14   (feet)  ADJUSTED  
 AA4073  ___________________________________________________________________
 AA4073  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AA4073  DYNAMIC HT  -         106.623 (meters)     349.81  (feet)  COMP
 AA4073  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 AA4073
 AA4073  VERT ORDER  -  FIRST     CLASS II
 AA4073
 AA4073.The horizontal coordinates were scaled from a topographic map and have
 AA4073.an estimated accuracy of +/- 6 seconds.
 AA4073
 AA4073.The orthometric height was determined by differential leveling
 AA4073.and adjusted by the National Geodetic Survey in September 1998..
 AA4073
 AA4073.The geoid height was determined by GEOID03.
 AA4073
 AA4073.The dynamic height is computed by dividing the NAVD 88
 AA4073.geopotential number by the normal gravity value computed on the
 AA4073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4073.degrees latitude (g = 980.6199 gals.).
 AA4073
 AA4073.The modeled gravity was interpolated from observed gravity values.
 AA4073
 AA4073;                    North         East    Units  Estimated Accuracy
 AA4073;SPC SC       -   325,430.      681,230.      MT  (+/- 180 meters Scaled)
 AA4073
 AA4073                          SUPERSEDED SURVEY CONTROL
 AA4073
 AA4073.No superseded survey control is available for this station.
 AA4073
 AA4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU716472(NAD 83)
 AA4073_MARKER: DD = SURVEY DISK
 AA4073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4073_STAMPING: 13 018 1993
 AA4073_MARK LOGO: SCGS  
 AA4073_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4073+STABILITY: SURFACE MOTION
 AA4073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4073+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4073
 AA4073  HISTORY     - Date     Condition        Report By
 AA4073  HISTORY     - 1993     MONUMENTED       SCGS
 AA4073
 AA4073                          STATION DESCRIPTION
 AA4073
 AA4073'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4073'STATION IS LOCATED 0.6 MILE (1.0 KM) SOUTH SOUTHEAST OF MOUNT CROGHAN.
 AA4073'OWNERSHIP--CHARLES H. RIDDLE, ROUTE 1, BOX 42A2, MOUNT CROGHAN, SC
 AA4073'29727, PHONE 803-634-6496 OR 704-694-3351. TO REACH THE STATION FROM
 AA4073'THE JUNCTION OF STATE HIGHWAYS 9, 109, 268 (MAIN STREET, DEPOT STREET
 AA4073'AND CAMDEN ROAD) IN MOUNT CROGHAN, GO SOUTHEAST ON HIGHWAYS 9 AND 109
 AA4073'FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 272 (FIRST
 AA4073'STREET), CONTINUE ON HIGHWAYS 9 AND 109 FOR 0.15 MILE (0.24 KM) TO A
 AA4073'DRIVEWAY LEFT LEADING TO A SHINGLE-SIDED HOUSE, TURN LEFT ON THE
 AA4073'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR THE SOUTH CORNER
 AA4073'OF THE HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 8.0
 AA4073'FEET (2.4 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE, 10.2
 AA4073'FEET (3.1 M) EAST SOUTHEAST OF THE SOUTH CORNER OF THE FRONT PORCH,
 AA4073'63.6 FEET (19.4 M) WEST SOUTHWEST OF A POWER POLE NUMBER 433102 WITH A
 AA4073'GUY WIRE AND A TRANSFORMER, 26.6 FEET (8.1 M) NORTH NORTHWEST OF A
 AA4073'2.5-FOOT DOUBLE-TRUNKED OAK TREE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4072 ***********************************************************************
 AA4072  DESIGNATION -  13 019
 AA4072  PID         -  AA4072
 AA4072  STATE/COUNTY-  SC/CHESTERFIELD
 AA4072  USGS QUAD   -  MT CROGHAN (1983)
 AA4072
 AA4072                         *CURRENT SURVEY CONTROL
 AA4072  ___________________________________________________________________
 AA4072* NAD 83(1986)-  34 45 35.     (N)    080 12 30.     (W)     SCALED    
 AA4072* NAVD 88     -       101.538  (meters)     333.13   (feet)  ADJUSTED  
 AA4072  ___________________________________________________________________
 AA4072  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AA4072  DYNAMIC HT  -         101.443 (meters)     332.82  (feet)  COMP
 AA4072  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 AA4072
 AA4072  VERT ORDER  -  FIRST     CLASS II
 AA4072
 AA4072.The horizontal coordinates were scaled from a topographic map and have
 AA4072.an estimated accuracy of +/- 6 seconds.
 AA4072
 AA4072.The orthometric height was determined by differential leveling
 AA4072.and adjusted by the National Geodetic Survey in September 1998..
 AA4072
 AA4072.The geoid height was determined by GEOID03.
 AA4072
 AA4072.The dynamic height is computed by dividing the NAVD 88
 AA4072.geopotential number by the normal gravity value computed on the
 AA4072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4072.degrees latitude (g = 980.6199 gals.).
 AA4072
 AA4072.The modeled gravity was interpolated from observed gravity values.
 AA4072
 AA4072;                    North         East    Units  Estimated Accuracy
 AA4072;SPC SC       -   324,820.      682,080.      MT  (+/- 180 meters Scaled)
 AA4072
 AA4072                          SUPERSEDED SURVEY CONTROL
 AA4072
 AA4072.No superseded survey control is available for this station.
 AA4072
 AA4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU724466(NAD 83)
 AA4072_MARKER: DD = SURVEY DISK
 AA4072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4072_STAMPING: 13 019 1993
 AA4072_MARK LOGO: SCGS  
 AA4072_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4072+STABILITY: SURFACE MOTION
 AA4072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4072+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4072
 AA4072  HISTORY     - Date     Condition        Report By
 AA4072  HISTORY     - 1993     MONUMENTED       SCGS
 AA4072
 AA4072                          STATION DESCRIPTION
 AA4072
 AA4072'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4072'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTH SOUTHEAST OF MOUNT
 AA4072'CROGHAN. OWNERSHIP--GOOD SAMARITAN COLONY, INCORPORATED, P.O. BOX 38,
 AA4072'RUBY, SC 29741, CONTACT-DR. RICHARD GARDNER, PHONE 803-634-6848. TO
 AA4072'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 109, 268
 AA4072'(MAIN STREET, DEPOT STREET AND CAMDEN ROAD) IN MOUNT CROGHAN, GO
 AA4072'SOUTHEAST ON HIGHWAYS 9 AND 109 FOR 0.65 MILE (1.05 KM) TO THE
 AA4072'JUNCTION OF STATE ROAD 905, CONTINUE ON HIGHWAYS 9 AND 109 FOR 0.55
 AA4072'MILE (0.89 KM) TO A SAND AND GRAVEL DRIVEWAY RIGHT LEADING BEHIND A
 AA4072'LARGE BRICK BUILDING (GOOD SAMARITAN COLONY), TURN RIGHT ON THE
 AA4072'DRIVEWAY FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR A
 AA4072'POWER POLE JUST BEFORE THE PARKING AREA. STATION IS A CONCRETE POST
 AA4072'FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 8.8 FEET (2.7 M)
 AA4072'WEST NORTHWEST OF THE POWER POLE SXB38 WITH TWO GUY WIRES AND A
 AA4072'TRANSFORMER, 62.3 FEET (19.0 M) SOUTH OF THE SOUTH CORNER OF A SMALL
 AA4072'EXTENSION ON THE SOUTHEAST END OF THE BUILDING, 17.0 FEET (5.2 M)
 AA4072'NORTHWEST OF THE CENTER OF THE DRIVEWAY, 136.7 FEET (41.7 M) WEST
 AA4072'SOUTHWEST OF THE WEST CORNER OF A CONCRETE BLOCK WELL HOUSE, 9.3 FEET
 AA4072'(2.8 M) SOUTHWEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4071 ***********************************************************************
 AA4071  DESIGNATION -  13 020
 AA4071  PID         -  AA4071
 AA4071  STATE/COUNTY-  SC/CHESTERFIELD
 AA4071  USGS QUAD   -  RUBY (1968)
 AA4071
 AA4071                         *CURRENT SURVEY CONTROL
 AA4071  ___________________________________________________________________
 AA4071* NAD 83(1986)-  34 44 54.     (N)    080 11 33.     (W)     SCALED    
 AA4071* NAVD 88     -       106.602  (meters)     349.74   (feet)  ADJUSTED  
 AA4071  ___________________________________________________________________
 AA4071  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 AA4071  DYNAMIC HT  -         106.502 (meters)     349.42  (feet)  COMP
 AA4071  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 AA4071
 AA4071  VERT ORDER  -  FIRST     CLASS II
 AA4071
 AA4071.The horizontal coordinates were scaled from a topographic map and have
 AA4071.an estimated accuracy of +/- 6 seconds.
 AA4071
 AA4071.The orthometric height was determined by differential leveling
 AA4071.and adjusted by the National Geodetic Survey in September 1998..
 AA4071
 AA4071.The geoid height was determined by GEOID03.
 AA4071
 AA4071.The dynamic height is computed by dividing the NAVD 88
 AA4071.geopotential number by the normal gravity value computed on the
 AA4071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4071.degrees latitude (g = 980.6199 gals.).
 AA4071
 AA4071.The modeled gravity was interpolated from observed gravity values.
 AA4071
 AA4071;                    North         East    Units  Estimated Accuracy
 AA4071;SPC SC       -   323,570.      683,540.      MT  (+/- 180 meters Scaled)
 AA4071
 AA4071                          SUPERSEDED SURVEY CONTROL
 AA4071
 AA4071.No superseded survey control is available for this station.
 AA4071
 AA4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU739454(NAD 83)
 AA4071_MARKER: DD = SURVEY DISK
 AA4071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4071_STAMPING: 13 020 1993
 AA4071_MARK LOGO: SCGS  
 AA4071_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4071+STABILITY: SURFACE MOTION
 AA4071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4071+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4071
 AA4071  HISTORY     - Date     Condition        Report By
 AA4071  HISTORY     - 1993     MONUMENTED       SCGS
 AA4071
 AA4071                          STATION DESCRIPTION
 AA4071
 AA4071'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4071'STATION IS LOCATED 0.6 MILE (1.0 KM) WEST NORTHWEST OF RUBY.
 AA4071'OWNERSHIP--RUBY FIRE DEPARTMENT, RUBY, SC 29741, PHONE 803-634-6508.
 AA4071'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 109 AND
 AA4071'STATE ROAD 696 (MARKET AND MAIN STREET) IN RUBY, GO WEST NORTHWEST ON
 AA4071'HIGHWAYS 9 AND 109 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE LEFT
 AA4071'NEAR THE NORTH CORNER OF A CONCRETE BLOCK FIRE STATION WITH A BRICK
 AA4071'FRONT (RUBY FIRE DEPARTMENT). STATION IS A CONCRETE POST FLUSH WITH
 AA4071'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 55.8 FEET (17.0
 AA4071'M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 11.2 FEET (3.4 M) NORTH
 AA4071'NORTHWEST OF THE NORTH CORNER OF THE FIRE STATION, 15.9 FEET (4.8 M)
 AA4071'EAST NORTHEAST OF A POWER LINE STUB POLE WITH A GUY WIRE, 37.0 FEET
 AA4071'(11.3 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE WEST STONE
 AA4071'PILLAR OF A SIGN (WELCOME TO RUBY), 59.2 FEET (18.0 M) EAST NORTHEAST
 AA4071'OF THE NORTH CORNER OF THE CONCRETE FOUNDATION FOR AN ANTENNA TOWER,
 AA4071'15.4 FEET (4.7 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED BY C.E.
 AA4071'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4069 ***********************************************************************
 AA4069  DESIGNATION -  13 021
 AA4069  PID         -  AA4069
 AA4069  STATE/COUNTY-  SC/CHESTERFIELD
 AA4069  USGS QUAD   -  RUBY (1968)
 AA4069
 AA4069                         *CURRENT SURVEY CONTROL
 AA4069  ___________________________________________________________________
 AA4069* NAD 83(1986)-  34 44 40.     (N)    080 10 20.     (W)     SCALED    
 AA4069* NAVD 88     -        93.837  (meters)     307.86   (feet)  ADJUSTED  
 AA4069  ___________________________________________________________________
 AA4069  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 AA4069  DYNAMIC HT  -          93.749 (meters)     307.57  (feet)  COMP
 AA4069  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 AA4069
 AA4069  VERT ORDER  -  FIRST     CLASS II
 AA4069
 AA4069.The horizontal coordinates were scaled from a topographic map and have
 AA4069.an estimated accuracy of +/- 6 seconds.
 AA4069
 AA4069.The orthometric height was determined by differential leveling
 AA4069.and adjusted by the National Geodetic Survey in September 1998..
 AA4069
 AA4069.The geoid height was determined by GEOID03.
 AA4069
 AA4069.The dynamic height is computed by dividing the NAVD 88
 AA4069.geopotential number by the normal gravity value computed on the
 AA4069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4069.degrees latitude (g = 980.6199 gals.).
 AA4069
 AA4069.The modeled gravity was interpolated from observed gravity values.
 AA4069
 AA4069;                    North         East    Units  Estimated Accuracy
 AA4069;SPC SC       -   323,150.      685,400.      MT  (+/- 180 meters Scaled)
 AA4069
 AA4069                          SUPERSEDED SURVEY CONTROL
 AA4069
 AA4069.No superseded survey control is available for this station.
 AA4069
 AA4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU757450(NAD 83)
 AA4069_MARKER: DD = SURVEY DISK
 AA4069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4069_STAMPING: 13 021 1993
 AA4069_MARK LOGO: SCGS  
 AA4069_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4069+STABILITY: SURFACE MOTION
 AA4069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4069+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4069
 AA4069  HISTORY     - Date     Condition        Report By
 AA4069  HISTORY     - 1993     MONUMENTED       SCGS
 AA4069
 AA4069                          STATION DESCRIPTION
 AA4069
 AA4069'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4069'STATION IS LOCATED 0.6 MILE (1.0 KM) EAST OF RUBY. OWNERSHIP--GERRARD
 AA4069'TIRE COMPANY, P.O. BOX 188, RUBY, SC 29741, CONTACT-RICHARD ADAM,
 AA4069'PHONE 803-634-6760. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4069'HIGHWAYS 9, 109 AND STATE ROAD 696 (MAIN AND MARKET STREET) IN RUBY,
 AA4069'GO EAST SOUTHEAST ON HIGHWAY 9 FOR 0.65 MILE (1.05 KM) TO THE STATION
 AA4069'NEAR A POWER POLE NEAR THE SOUTHEAST CORNER OF A LARGE BRICK BUILDING
 AA4069'(GERRARD TIRE COMPANY) IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE
 AA4069'ROAD 139. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0
 AA4069'FEET (0.6 M) ABOVE THE PARKING LOT, 102.0 FEET (31.1 M) NORTH
 AA4069'NORTHEAST OF THE CENTER OF THE HIGHWAY, 25.4 FEET (7.7 M) SOUTHEAST OF
 AA4069'THE SOUTHEAST CORNER OF THE BUILDING, 7.6 FEET (2.3 M) WEST NORTHWEST
 AA4069'OF THE POWER POLE DL92 WITH A GUY WIRE AND A SECURITY LIGHT, 54.6 FEET
 AA4069'(16.6 M) NORTH NORTHWEST OF A METAL POST FOR A SIGN (BANDAG), 7.6 FEET
 AA4069'(2.3 M) WEST NORTHWEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4067 ***********************************************************************
 AA4067  DESIGNATION -  13 022
 AA4067  PID         -  AA4067
 AA4067  STATE/COUNTY-  SC/CHESTERFIELD
 AA4067  USGS QUAD   -  RUBY (1968)
 AA4067
 AA4067                         *CURRENT SURVEY CONTROL
 AA4067  ___________________________________________________________________
 AA4067* NAD 83(1986)-  34 43 55.     (N)    080 09 16.     (W)     SCALED    
 AA4067* NAVD 88     -       111.938  (meters)     367.25   (feet)  ADJUSTED  
 AA4067  ___________________________________________________________________
 AA4067  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 AA4067  DYNAMIC HT  -         111.834 (meters)     366.91  (feet)  COMP
 AA4067  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 AA4067
 AA4067  VERT ORDER  -  FIRST     CLASS II
 AA4067
 AA4067.The horizontal coordinates were scaled from a topographic map and have
 AA4067.an estimated accuracy of +/- 6 seconds.
 AA4067
 AA4067.The orthometric height was determined by differential leveling
 AA4067.and adjusted by the National Geodetic Survey in September 1998..
 AA4067
 AA4067.The geoid height was determined by GEOID03.
 AA4067
 AA4067.The dynamic height is computed by dividing the NAVD 88
 AA4067.geopotential number by the normal gravity value computed on the
 AA4067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4067.degrees latitude (g = 980.6199 gals.).
 AA4067
 AA4067.The modeled gravity was interpolated from observed gravity values.
 AA4067
 AA4067;                    North         East    Units  Estimated Accuracy
 AA4067;SPC SC       -   321,780.      687,040.      MT  (+/- 180 meters Scaled)
 AA4067
 AA4067                          SUPERSEDED SURVEY CONTROL
 AA4067
 AA4067.No superseded survey control is available for this station.
 AA4067
 AA4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU774436(NAD 83)
 AA4067_MARKER: DD = SURVEY DISK
 AA4067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4067_STAMPING: 13 022 1993
 AA4067_MARK LOGO: SCGS  
 AA4067_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4067+STABILITY: SURFACE MOTION
 AA4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4067+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4067
 AA4067  HISTORY     - Date     Condition        Report By
 AA4067  HISTORY     - 1993     MONUMENTED       SCGS
 AA4067
 AA4067                          STATION DESCRIPTION
 AA4067
 AA4067'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4067'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF A DETACHED BRICK
 AA4067'GARAGE TO A BRICK HOUSE ON THE SOUTH SIDE OF THE JUNCTION OF STATE
 AA4067'HIGHWAYS 9 AND 265, 1.8 MILES (2.9 KM) EAST SOUTHEAST OF RUBY.
 AA4067'OWNERSHIP--MARTY SELLERS, ROUTE 1, BOX 113, RUBY, SC 29741, PHONE
 AA4067'803-623-2231. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 AA4067'FOOT (0.3 M) ABOVE THE HIGHWAY, 198.0 FEET (60.4 M) SOUTH OF THE
 AA4067'CENTER OF THE NORTHBOUND LANES OF HIGHWAY 265, 14.3 FEET (4.4 M) NORTH
 AA4067'OF THE NORTHEAST CORNER OF THE GARAGE, 62.3 FEET (19.0 M) EAST OF THE
 AA4067'SOUTHEAST CORNER OF THE CARPORT FOR THE HOUSE, 63.6 FEET (19.4 M)
 AA4067'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHIMNEY FOR THE HOUSE, 178.6
 AA4067'FEET (54.4 M) SOUTH SOUTHWEST OF A POWER POLE SXQ07 WITH TWO GUY
 AA4067'WIRES, 44.1 FEET (13.4 M) NORTHWEST OF A GATE POST FOR A WALK-THROUGH
 AA4067'GATE IN THE SOUTHEAST CORNER OF THE YARD. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4066 ***********************************************************************
 AA4066  DESIGNATION -  13 023
 AA4066  PID         -  AA4066
 AA4066  STATE/COUNTY-  SC/CHESTERFIELD
 AA4066  USGS QUAD   -  RUBY (1968)
 AA4066
 AA4066                         *CURRENT SURVEY CONTROL
 AA4066  ___________________________________________________________________
 AA4066* NAD 83(1986)-  34 44 03.     (N)    080 08 12.     (W)     SCALED    
 AA4066* NAVD 88     -       105.181  (meters)     345.08   (feet)  ADJUSTED  
 AA4066  ___________________________________________________________________
 AA4066  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AA4066  DYNAMIC HT  -         105.083 (meters)     344.76  (feet)  COMP
 AA4066  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 AA4066
 AA4066  VERT ORDER  -  FIRST     CLASS II
 AA4066
 AA4066.The horizontal coordinates were scaled from a topographic map and have
 AA4066.an estimated accuracy of +/- 6 seconds.
 AA4066
 AA4066.The orthometric height was determined by differential leveling
 AA4066.and adjusted by the National Geodetic Survey in September 1998..
 AA4066
 AA4066.The geoid height was determined by GEOID03.
 AA4066
 AA4066.The dynamic height is computed by dividing the NAVD 88
 AA4066.geopotential number by the normal gravity value computed on the
 AA4066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4066.degrees latitude (g = 980.6199 gals.).
 AA4066
 AA4066.The modeled gravity was interpolated from observed gravity values.
 AA4066
 AA4066;                    North         East    Units  Estimated Accuracy
 AA4066;SPC SC       -   322,040.      688,660.      MT  (+/- 180 meters Scaled)
 AA4066
 AA4066                          SUPERSEDED SURVEY CONTROL
 AA4066
 AA4066.No superseded survey control is available for this station.
 AA4066
 AA4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU790439(NAD 83)
 AA4066_MARKER: DD = SURVEY DISK
 AA4066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4066_STAMPING: 13 023 1993
 AA4066_MARK LOGO: SCGS  
 AA4066_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4066+STABILITY: SURFACE MOTION
 AA4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4066+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4066
 AA4066  HISTORY     - Date     Condition        Report By
 AA4066  HISTORY     - 1993     MONUMENTED       SCGS
 AA4066
 AA4066                          STATION DESCRIPTION
 AA4066
 AA4066'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4066'STATION IS LOCATED 2.7 MILES (4.3 KM) WEST OF CHESTERFIELD.
 AA4066'OWNERSHIP--BOBBIE OAKLEY, ROUTE 2, BOX 161, CHESTERFIELD, SC 29709,
 AA4066'PHONE 803-623-7856. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4066'HIGHWAYS 9 AND 265, 1.85 MILES (2.98 KM) EAST SOUTHEAST OF RUBY, GO
 AA4066'EAST ON HIGHWAY 9 FOR 0.95 MILE (1.53 KM) TO THE JUNCTION OF STATE
 AA4066'ROAD 59 (HUNTLEY SHOP ROAD), CONTINUE ON HIGHWAY 9 FOR 0.05 MILE (0.08
 AA4066'KM) TO THE STATION ON THE RIGHT NEAR A HOLLY TREE IN THE SIDE YARD OF
 AA4066'A CONCRETE BLOCK HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4066'GROUND AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 65.2 FEET (19.9 M)
 AA4066'SOUTH SOUTHEAST OF THE NORTH EDGE OF THE CURB OF THE HIGHWAY, 13.7
 AA4066'FEET (4.2 M) WEST OF THE 1.2-FOOT HOLLY TREE, 31.0 FEET (9.4 M) WEST
 AA4066'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 78.4 FEET (23.9 M)
 AA4066'NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 91.3 FEET (27.8 M)
 AA4066'SOUTH SOUTHWEST OF A POWER POLE DH27/49 WITH A TRANSFORMER. DESCRIBED
 AA4066'BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4065 ***********************************************************************
 AA4065  DESIGNATION -  13 024
 AA4065  PID         -  AA4065
 AA4065  STATE/COUNTY-  SC/CHESTERFIELD
 AA4065  USGS QUAD   -  CHESTERFIELD (1968)
 AA4065
 AA4065                         *CURRENT SURVEY CONTROL
 AA4065  ___________________________________________________________________
 AA4065* NAD 83(1986)-  34 44 22.     (N)    080 07 21.     (W)     SCALED    
 AA4065* NAVD 88     -       106.034  (meters)     347.88   (feet)  ADJUSTED  
 AA4065  ___________________________________________________________________
 AA4065  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AA4065  DYNAMIC HT  -         105.935 (meters)     347.56  (feet)  COMP
 AA4065  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 AA4065
 AA4065  VERT ORDER  -  FIRST     CLASS II
 AA4065
 AA4065.The horizontal coordinates were scaled from a topographic map and have
 AA4065.an estimated accuracy of +/- 6 seconds.
 AA4065
 AA4065.The orthometric height was determined by differential leveling
 AA4065.and adjusted by the National Geodetic Survey in September 1998..
 AA4065
 AA4065.The geoid height was determined by GEOID03.
 AA4065
 AA4065.The dynamic height is computed by dividing the NAVD 88
 AA4065.geopotential number by the normal gravity value computed on the
 AA4065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4065.degrees latitude (g = 980.6199 gals.).
 AA4065
 AA4065.The modeled gravity was interpolated from observed gravity values.
 AA4065
 AA4065;                    North         East    Units  Estimated Accuracy
 AA4065;SPC SC       -   322,630.      689,960.      MT  (+/- 180 meters Scaled)
 AA4065
 AA4065                          SUPERSEDED SURVEY CONTROL
 AA4065
 AA4065.No superseded survey control is available for this station.
 AA4065
 AA4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU803445(NAD 83)
 AA4065_MARKER: DD = SURVEY DISK
 AA4065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4065_STAMPING: 13 024 1993
 AA4065_MARK LOGO: SCGS  
 AA4065_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4065+STABILITY: SURFACE MOTION
 AA4065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4065+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4065
 AA4065  HISTORY     - Date     Condition        Report By
 AA4065  HISTORY     - 1993     MONUMENTED       SCGS
 AA4065
 AA4065                          STATION DESCRIPTION
 AA4065
 AA4065'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4065'STATION IS LOCATED 1.9 MILES (3.1 KM) WEST OF CHESTERFIELD.
 AA4065'OWNERSHIP--CLAUDE MOORE, ROUTE 2, BOX 35, CHESTERFIELD, SC 29079,
 AA4065'PHONE 803-623-2452. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4065'HIGHWAYS 9 (WEST BOULEVARD) AND 145 (SOUTH PAGE STREET) IN
 AA4065'CHESTERFIELD, GO WEST ON HIGHWAY 9 FOR 1.9 MILES (3.1 KM) TO THE
 AA4065'JUNCTION OF STATE ROAD 34 (WAMBLE HILL ROAD), CONTINUE ON HIGHWAY 9
 AA4065'FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR A DOGWOOD TREE
 AA4065'BETWEEN TWO BRICK HOUSES. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4065'GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 44.9 FEET (13.7 M)
 AA4065'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK WELL HOUSE, 71.8 FEET
 AA4065'(21.9 M) SOUTH SOUTHWEST OF THE NORTH EDGE OF THE CURB OF THE HIGHWAY,
 AA4065'41.5 FEET (12.6 M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE WEST
 AA4065'HOUSE, 40.9 FEET (12.5 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF A
 AA4065'GARAGE FOR THE WEST HOUSE, 63.9 FEET (19.5 M) WEST OF THE NORTHWEST
 AA4065'CORNER OF THE EAST HOUSE, 17.3 FEET (5.3 M) NORTH NORTHWEST OF THE
 AA4065'0.5-FOOT DOGWOOD TREE, 59.4 FEET (18.1 M) WEST SOUTHWEST OF A POWER
 AA4065'POLE DG42 WITH A TRANSFORMER. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4064 ***********************************************************************
 AA4064  DESIGNATION -  13 025
 AA4064  PID         -  AA4064
 AA4064  STATE/COUNTY-  SC/CHESTERFIELD
 AA4064  USGS QUAD   -  CHESTERFIELD (1968)
 AA4064
 AA4064                         *CURRENT SURVEY CONTROL
 AA4064  ___________________________________________________________________
 AA4064* NAD 83(1986)-  34 44 16.     (N)    080 06 38.     (W)     SCALED    
 AA4064* NAVD 88     -        92.694  (meters)     304.11   (feet)  ADJUSTED  
 AA4064  ___________________________________________________________________
 AA4064  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AA4064  DYNAMIC HT  -          92.608 (meters)     303.83  (feet)  COMP
 AA4064  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 AA4064
 AA4064  VERT ORDER  -  FIRST     CLASS II
 AA4064
 AA4064.The horizontal coordinates were scaled from a topographic map and have
 AA4064.an estimated accuracy of +/- 6 seconds.
 AA4064
 AA4064.The orthometric height was determined by differential leveling
 AA4064.and adjusted by the National Geodetic Survey in September 1998..
 AA4064
 AA4064.The geoid height was determined by GEOID03.
 AA4064
 AA4064.The dynamic height is computed by dividing the NAVD 88
 AA4064.geopotential number by the normal gravity value computed on the
 AA4064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4064.degrees latitude (g = 980.6199 gals.).
 AA4064
 AA4064.The modeled gravity was interpolated from observed gravity values.
 AA4064
 AA4064;                    North         East    Units  Estimated Accuracy
 AA4064;SPC SC       -   322,460.      691,050.      MT  (+/- 180 meters Scaled)
 AA4064
 AA4064                          SUPERSEDED SURVEY CONTROL
 AA4064
 AA4064.No superseded survey control is available for this station.
 AA4064
 AA4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU814443(NAD 83)
 AA4064_MARKER: DD = SURVEY DISK
 AA4064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4064_STAMPING: 13 025 1993
 AA4064_MARK LOGO: SCGS  
 AA4064_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4064+STABILITY: SURFACE MOTION
 AA4064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4064+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4064
 AA4064  HISTORY     - Date     Condition        Report By
 AA4064  HISTORY     - 1993     MONUMENTED       SCGS
 AA4064
 AA4064                          STATION DESCRIPTION
 AA4064
 AA4064'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4064'STATION IS LOCATED 1.2 MILES (1.9 KM) WEST OF CHESTERFIELD.
 AA4064'OWNERSHIP--SANDHILLS EYECARE CLINIC, P.O. BOX 266, CHESTERFIELD, SC
 AA4064'29709, CONTACT-DR. CLIFFORD PHILLIPS, PHONE 803-623-2044. TO REACH THE
 AA4064'STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 (WEST BOULEVARD) AND 145
 AA4064'(SOUTH PAGE STREET) IN CHESTERFIELD, GO WEST ON HIGHWAY 9 FOR 1.35
 AA4064'MILES (2.17 KM) TO THE STATION NEAR THE NORTHEAST CORNER OF A BRICK
 AA4064'OFFICE BUILDING (SANDHILLS EYECARE CLINIC)IN THE NORTHEAST ANGLE OF
 AA4064'THE JUNCTION OF STATE ROAD 907. STATION IS A CONCRETE POST FLUSH WITH
 AA4064'THE GROUND, 170.5 FEET (52.0 M) NORTH NORTHEAST OF THE NORTHBOUND
 AA4064'LANES OF THE HIGHWAY, 17.0 FEET (5.2 M) EAST NORTHEAST OF THE
 AA4064'NORTHEAST CORNER OF THE BUILDING, 71.2 FEET (21.7 M) SOUTH SOUTHWEST
 AA4064'OF THE CENTER OF THE ROAD, 67.1 FEET (20.5 M) WEST SOUTHWEST OF A FIRE
 AA4064'HYDRANT NUMBER 31, 127.0 FEET (38.7 M) WEST NORTHWEST OF A TAN BRICK
 AA4064'BUILDING (FIRST CITIZENS BANK) . DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4063 ***********************************************************************
 AA4063  DESIGNATION -  13 026
 AA4063  PID         -  AA4063
 AA4063  STATE/COUNTY-  SC/CHESTERFIELD
 AA4063  USGS QUAD   -  CHESTERFIELD (1968)
 AA4063
 AA4063                         *CURRENT SURVEY CONTROL
 AA4063  ___________________________________________________________________
 AA4063* NAD 83(1986)-  34 44 11.     (N)    080 06 06.     (W)     SCALED    
 AA4063* NAVD 88     -        92.943  (meters)     304.93   (feet)  ADJUSTED  
 AA4063  ___________________________________________________________________
 AA4063  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 AA4063  DYNAMIC HT  -          92.857 (meters)     304.65  (feet)  COMP
 AA4063  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 AA4063
 AA4063  VERT ORDER  -  FIRST     CLASS II
 AA4063
 AA4063.The horizontal coordinates were scaled from a topographic map and have
 AA4063.an estimated accuracy of +/- 6 seconds.
 AA4063
 AA4063.The orthometric height was determined by differential leveling
 AA4063.and adjusted by the National Geodetic Survey in September 1998..
 AA4063
 AA4063.The geoid height was determined by GEOID03.
 AA4063
 AA4063.The dynamic height is computed by dividing the NAVD 88
 AA4063.geopotential number by the normal gravity value computed on the
 AA4063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4063.degrees latitude (g = 980.6199 gals.).
 AA4063
 AA4063.The modeled gravity was interpolated from observed gravity values.
 AA4063
 AA4063;                    North         East    Units  Estimated Accuracy
 AA4063;SPC SC       -   322,310.      691,870.      MT  (+/- 180 meters Scaled)
 AA4063
 AA4063                          SUPERSEDED SURVEY CONTROL
 AA4063
 AA4063.No superseded survey control is available for this station.
 AA4063
 AA4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU822441(NAD 83)
 AA4063_MARKER: DD = SURVEY DISK
 AA4063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4063_STAMPING: 13 026 1993
 AA4063_MARK LOGO: SCGS  
 AA4063_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4063+STABILITY: SURFACE MOTION
 AA4063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4063+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4063
 AA4063  HISTORY     - Date     Condition        Report By
 AA4063  HISTORY     - 1993     MONUMENTED       SCGS
 AA4063
 AA4063                          STATION DESCRIPTION
 AA4063
 AA4063'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4063'STATION IS LOCATED 0.7 MILE (1.1 KM) WEST OF CHESTERFIELD.
 AA4063'OWNERSHIP--WESLEY DAVIS, 909 WEST MAIN STREET, CHESTERFIELD, SC 29709,
 AA4063'PHONE 803-623-2645. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4063'HIGHWAYS 9 (WEST BOULEVARD) AND 145 (SOUTH PAGE STREET) IN
 AA4063'CHESTERFIELD, GO WEST ON HIGHWAY 9 FOR 0.3 MILE (0.5 KM) TO THE
 AA4063'JUNCTION OF STATE ROAD 129 (ACADEMY STREET), TURN RIGHT ON ROAD 129
 AA4063'FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD P-1301 (WEST
 AA4063'MAIN STREET), TURN LEFT ON ROAD P-1301 FOR 0.45 MILE (0.72 KM) TO THE
 AA4063'JUNCTION OF STATE ROAD 876 (HOLLY STREET), CONTINUE ON ROAD P-1301 FOR
 AA4063'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE NORTHEAST
 AA4063'CORNER OF A LARGE TWO STORY WOOD-SIDED HOUSE. STATION IS A CONCRETE
 AA4063'POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 113.0 FEET
 AA4063'(34.4 M) SOUTH SOUTHWEST OF THE NORTH EDGE OF THE CURB OF THE ROAD,
 AA4063'9.1 FEET (2.8 M) SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK
 AA4063'FOUNDATION OF THE FRONT PORCH, 46.0 FEET (14.0 M) WEST NORTHWEST OF
 AA4063'THE NORTHWEST CORNER OF A BRICK HOUSE, 6.3 FEET (1.9 M) EAST SOUTHEAST
 AA4063'OF THE EAST SIDE OF THE HOUSE, 162.8 FEET (49.6 M) SOUTH SOUTHEAST OF
 AA4063'A FIRE HYDRANT NUMBER 28. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4059 ***********************************************************************
 AA4059  DESIGNATION -  13 027
 AA4059  PID         -  AA4059
 AA4059  STATE/COUNTY-  SC/CHESTERFIELD
 AA4059  USGS QUAD   -  CHESTERFIELD (1968)
 AA4059
 AA4059                         *CURRENT SURVEY CONTROL
 AA4059  ___________________________________________________________________
 AA4059* NAD 83(1986)-  34 43 55.     (N)    080 04 29.     (W)     SCALED    
 AA4059* NAVD 88     -        84.966  (meters)     278.76   (feet)  ADJUSTED  
 AA4059  ___________________________________________________________________
 AA4059  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AA4059  DYNAMIC HT  -          84.886 (meters)     278.50  (feet)  COMP
 AA4059  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 AA4059
 AA4059  VERT ORDER  -  FIRST     CLASS II
 AA4059
 AA4059.The horizontal coordinates were scaled from a topographic map and have
 AA4059.an estimated accuracy of +/- 6 seconds.
 AA4059
 AA4059.The orthometric height was determined by differential leveling
 AA4059.and adjusted by the National Geodetic Survey in September 1998..
 AA4059
 AA4059.The geoid height was determined by GEOID03.
 AA4059
 AA4059.The dynamic height is computed by dividing the NAVD 88
 AA4059.geopotential number by the normal gravity value computed on the
 AA4059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4059.degrees latitude (g = 980.6199 gals.).
 AA4059
 AA4059.The modeled gravity was interpolated from observed gravity values.
 AA4059
 AA4059;                    North         East    Units  Estimated Accuracy
 AA4059;SPC SC       -   321,840.      694,340.      MT  (+/- 180 meters Scaled)
 AA4059
 AA4059                          SUPERSEDED SURVEY CONTROL
 AA4059
 AA4059.No superseded survey control is available for this station.
 AA4059
 AA4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU847437(NAD 83)
 AA4059_MARKER: DD = SURVEY DISK
 AA4059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4059_STAMPING: 13 027 1993
 AA4059_MARK LOGO: SCGS  
 AA4059_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4059+STABILITY: SURFACE MOTION
 AA4059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4059+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4059
 AA4059  HISTORY     - Date     Condition        Report By
 AA4059  HISTORY     - 1993     MONUMENTED       SCGS
 AA4059
 AA4059                          STATION DESCRIPTION
 AA4059
 AA4059'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4059'STATION IS LOCATED IN CHESTERFIELD. OWNERSHIP--BOBBY R. BROWN, 801
 AA4059'EAST MAIN STREET, CHESTERFIELD, SC 29709, PHONE 803-623-6447. TO REACH
 AA4059'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 (EAST BOULEVARD) AND
 AA4059'102 (SOUTH CRAIG STREET) IN CHESTERFIELD, GO EAST SOUTHEAST ON HIGHWAY
 AA4059'9 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 176 (JAMES
 AA4059'STREET), TURN LEFT ON ROAD 176 FOR 0.05 MILE (0.08 KM) TO THE STATION
 AA4059'NEAR THE WEST CORNER OF A BRICK HOUSE IN THE EAST ANGLE OF THE
 AA4059'JUNCTION OF STATE ROAD P-1301 (EAST MAIN STREET). STATION IS A
 AA4059'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 36.4
 AA4059'FEET (11.1 M) NORTHEAST OF A POWER POLE
 AA4059'CE80/2100/2200/2300/2400/2500/30, 55.8 FEET (17.0 M) NORTHEAST OF THE
 AA4059'CENTER OF ROAD P-1301, 44.4 FEET (13.5 M) SOUTHEAST OF THE CENTER OF
 AA4059'ROAD 176 (IVY AVENUE), 10.5 FEET (3.2 M) SOUTHWEST OF THE WEST CORNER
 AA4059'OF THE HOUSE, 13.5 FEET (4.1 M) NORTHWEST OF THE WEST CORNER OF THE
 AA4059'NORTHWEST BRICK PORCH PILLAR, 72.8 FEET (22.2 M) EAST SOUTHEAST OF A
 AA4059'FIRE HYDRANT NUMBER 12, 36.5 FEET (11.1 M) SOUTH SOUTHEAST OF A POWER
 AA4059'POLE CE81/2131/2231/1. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4058 ***********************************************************************
 AA4058  DESIGNATION -  13 028
 AA4058  PID         -  AA4058
 AA4058  STATE/COUNTY-  SC/CHESTERFIELD
 AA4058  USGS QUAD   -  CHESTERFIELD (1968)
 AA4058
 AA4058                         *CURRENT SURVEY CONTROL
 AA4058  ___________________________________________________________________
 AA4058* NAD 83(1986)-  34 43 43.     (N)    080 04 02.     (W)     SCALED    
 AA4058* NAVD 88     -        57.432  (meters)     188.42   (feet)  ADJUSTED  
 AA4058  ___________________________________________________________________
 AA4058  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AA4058  DYNAMIC HT  -          57.378 (meters)     188.25  (feet)  COMP
 AA4058  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 AA4058
 AA4058  VERT ORDER  -  FIRST     CLASS II
 AA4058
 AA4058.The horizontal coordinates were scaled from a topographic map and have
 AA4058.an estimated accuracy of +/- 6 seconds.
 AA4058
 AA4058.The orthometric height was determined by differential leveling
 AA4058.and adjusted by the National Geodetic Survey in September 1998..
 AA4058
 AA4058.The geoid height was determined by GEOID03.
 AA4058
 AA4058.The dynamic height is computed by dividing the NAVD 88
 AA4058.geopotential number by the normal gravity value computed on the
 AA4058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4058.degrees latitude (g = 980.6199 gals.).
 AA4058
 AA4058.The modeled gravity was interpolated from observed gravity values.
 AA4058
 AA4058;                    North         East    Units  Estimated Accuracy
 AA4058;SPC SC       -   321,470.      695,030.      MT  (+/- 180 meters Scaled)
 AA4058
 AA4058                          SUPERSEDED SURVEY CONTROL
 AA4058
 AA4058.No superseded survey control is available for this station.
 AA4058
 AA4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU853433(NAD 83)
 AA4058_MARKER: DD = SURVEY DISK
 AA4058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4058_STAMPING: 13 028 1993
 AA4058_MARK LOGO: SCGS  
 AA4058_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4058+STABILITY: SURFACE MOTION
 AA4058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4058+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4058
 AA4058  HISTORY     - Date     Condition        Report By
 AA4058  HISTORY     - 1993     MONUMENTED       SCGS
 AA4058
 AA4058                          STATION DESCRIPTION
 AA4058
 AA4058'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4058'STATION IS LOCATED IN CHESTERFIELD. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4058'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4058'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 (EAST
 AA4058'BOULEVARD) AND 102 (SOUTH CRAIG STREET) IN CHESTERFIELD, GO EAST
 AA4058'SOUTHEAST ON HIGHWAY 9 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF
 AA4058'STATE ROAD 20 (CEDAR STREET), CONTINUE ON HIGHWAY 9 FOR 0.25 MILE
 AA4058'(0.40 KM) TO THE STATION ON THE LEFT BEHIND A BRICK SIGN (WELCOME TO
 AA4058'CHESTERFIELD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4058'3.0 FEET (0.9 M) ABOVE THE HIGHWAY, 28.3 FEET (8.6 M) NORTH OF THE
 AA4058'SOUTH EDGE OF THE CURB OF THE HIGHWAY, 4.7 FEET (1.4 M) WEST OF THE
 AA4058'NORTH CORNER OF A BRICK PILLAR ON THE NORTHEAST END OF THE SIGN, 5.6
 AA4058'FEET (1.7 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK
 AA4058'FENCE FOR A FACTORY (BO-BUCK MILLS), 15.8 FEET (4.8 M) EAST OF A POWER
 AA4058'POLE 4/1/CE25, 7.9 FEET (2.4 M) NORTHEAST OF A WITNESS POST. DESCRIBED
 AA4058'BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4057 ***********************************************************************
 AA4057  DESIGNATION -  13 029
 AA4057  PID         -  AA4057
 AA4057  STATE/COUNTY-  SC/CHESTERFIELD
 AA4057  USGS QUAD   -  CHESTERFIELD (1968)
 AA4057
 AA4057                         *CURRENT SURVEY CONTROL
 AA4057  ___________________________________________________________________
 AA4057* NAD 83(1986)-  34 43 50.     (N)    080 03 27.     (W)     SCALED    
 AA4057* NAVD 88     -        55.989  (meters)     183.69   (feet)  ADJUSTED  
 AA4057  ___________________________________________________________________
 AA4057  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AA4057  DYNAMIC HT  -          55.937 (meters)     183.52  (feet)  COMP
 AA4057  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 AA4057
 AA4057  VERT ORDER  -  FIRST     CLASS II
 AA4057
 AA4057.The horizontal coordinates were scaled from a topographic map and have
 AA4057.an estimated accuracy of +/- 6 seconds.
 AA4057
 AA4057.The orthometric height was determined by differential leveling
 AA4057.and adjusted by the National Geodetic Survey in September 1998..
 AA4057
 AA4057.The geoid height was determined by GEOID03.
 AA4057
 AA4057.The dynamic height is computed by dividing the NAVD 88
 AA4057.geopotential number by the normal gravity value computed on the
 AA4057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4057.degrees latitude (g = 980.6199 gals.).
 AA4057
 AA4057.The modeled gravity was interpolated from observed gravity values.
 AA4057
 AA4057;                    North         East    Units  Estimated Accuracy
 AA4057;SPC SC       -   321,700.      695,920.      MT  (+/- 180 meters Scaled)
 AA4057
 AA4057                          SUPERSEDED SURVEY CONTROL
 AA4057
 AA4057.No superseded survey control is available for this station.
 AA4057
 AA4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU862435(NAD 83)
 AA4057_MARKER: DD = SURVEY DISK
 AA4057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4057_STAMPING: 13 029 1993
 AA4057_MARK LOGO: SCGS  
 AA4057_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4057+STABILITY: SURFACE MOTION
 AA4057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4057+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4057
 AA4057  HISTORY     - Date     Condition        Report By
 AA4057  HISTORY     - 1993     MONUMENTED       SCGS
 AA4057
 AA4057                          STATION DESCRIPTION
 AA4057
 AA4057'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4057'STATION IS LOCATED IN CHESTERFIELD. OWNERSHIP--CHESTERFIELD
 AA4057'MANUFACTURING CORPORATION, 110 DAVIS STREET, CHESTERFIELD, SC 29709,
 AA4057'CONTACT-RICHARD DIXON, PLANT MANAGER, PHONE 803-623-2141. TO REACH THE
 AA4057'STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 (EAST BOULEVARD) AND 102
 AA4057'(SOUTH CRAIG STREET) IN CHESTERFIELD, GO EAST SOUTHEAST ON HIGHWAY 9
 AA4057'FOR 1.6 MILES (2.6 KM) TO THE JUNCTION OF STATE ROAD 23 (ZOAR ROAD),
 AA4057'TURN LEFT ON ROAD 23 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AA4057'LEFT NEAR THE EAST CORNER OF A CONCRETE BLOCK AND BRICK PORCH AT THE
 AA4057'SOUTH CORNER OF THE MAIN PART OF A LARGE METAL WITH A CONCRETE
 AA4057'FOUNDATION BUILDING. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4057'AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 111.5 FEET (34.0 M) NORTHWEST
 AA4057'OF THE CENTER OF THE ROAD, 11.3 FEET (3.4 M) NORTHEAST OF THE EAST
 AA4057'CORNER OF THE PORCH, 6.7 FEET (2.0 M) SOUTHEAST OF THE SOUTHEAST FACE
 AA4057'OF THE BUILDING FOUNDATION, 109.4 FEET (33.3 M) WEST OF A POWER POLE
 AA4057'BY62 WITH A TRANSFORMER AND A GUY WIRE, 5.2 FEET (1.6 M) NORTHWEST OF
 AA4057'THE NORTHWEST EDGE OF THE SIDEWALK. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4056 ***********************************************************************
 AA4056  DESIGNATION -  13 030
 AA4056  PID         -  AA4056
 AA4056  STATE/COUNTY-  SC/CHESTERFIELD
 AA4056  USGS QUAD   -  CHESTERFIELD (1968)
 AA4056
 AA4056                         *CURRENT SURVEY CONTROL
 AA4056  ___________________________________________________________________
 AA4056* NAD 83(1986)-  34 43 43.     (N)    080 02 19.     (W)     SCALED    
 AA4056* NAVD 88     -        64.349  (meters)     211.12   (feet)  ADJUSTED  
 AA4056  ___________________________________________________________________
 AA4056  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AA4056  DYNAMIC HT  -          64.289 (meters)     210.92  (feet)  COMP
 AA4056  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 AA4056
 AA4056  VERT ORDER  -  FIRST     CLASS II
 AA4056
 AA4056.The horizontal coordinates were scaled from a topographic map and have
 AA4056.an estimated accuracy of +/- 6 seconds.
 AA4056
 AA4056.The orthometric height was determined by differential leveling
 AA4056.and adjusted by the National Geodetic Survey in September 1998..
 AA4056
 AA4056.The geoid height was determined by GEOID03.
 AA4056
 AA4056.The dynamic height is computed by dividing the NAVD 88
 AA4056.geopotential number by the normal gravity value computed on the
 AA4056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4056.degrees latitude (g = 980.6199 gals.).
 AA4056
 AA4056.The modeled gravity was interpolated from observed gravity values.
 AA4056
 AA4056;                    North         East    Units  Estimated Accuracy
 AA4056;SPC SC       -   321,500.      697,650.      MT  (+/- 180 meters Scaled)
 AA4056
 AA4056                          SUPERSEDED SURVEY CONTROL
 AA4056
 AA4056.No superseded survey control is available for this station.
 AA4056
 AA4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU880433(NAD 83)
 AA4056_MARKER: DD = SURVEY DISK
 AA4056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4056_STAMPING: 13 030 1993
 AA4056_MARK LOGO: SCGS  
 AA4056_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4056+STABILITY: SURFACE MOTION
 AA4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4056+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4056
 AA4056  HISTORY     - Date     Condition        Report By
 AA4056  HISTORY     - 1993     MONUMENTED       SCGS
 AA4056
 AA4056                          STATION DESCRIPTION
 AA4056
 AA4056'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4056'STATION IS LOCATED 2.9 MILES (4.7 KM) EAST OF CHESTERFIELD.
 AA4056'OWNERSHIP--CARSON N. GRIGGS, JR., ROUTE BOX 420AAA, CHESTERFIELD, SC
 AA4056'29709, PHONE 803-623-6034. TO REACH THE STATION FROM THE JUNCTION OF
 AA4056'STATE HIGHWAYS 9 (EAST BOULEVARD) AND 102 (SOUTH CRAIG STREET) IN
 AA4056'CHESTERFIELD, GO EAST SOUTHEAST ON HIGHWAY 9 FOR 2.75 MILES (4.43 KM)
 AA4056'TO THE JUNCTION OF STATE ROAD 897 (SAND BED ROAD), CONTINUE ON HIGHWAY
 AA4056'9 FOR 0.05 MILE (0.08 KM) TO A CONCRETE DRIVEWAY RIGHT LEADING TO A
 AA4056'BRICK HOUSE, TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE
 AA4056'HOUSE ON THE LEFT AND THE STATION ON THE RIGHT NEAR A SECURITY LIGHT
 AA4056'POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 AA4056'(15.2 CM) BELOW THE DRIVEWAY, 29.6 FEET (9.0 M) NORTHWEST OF THE
 AA4056'EXTENDED EDGE OF THE DRIVEWAY, 57.9 FEET (17.6 M) WEST NORTHWEST OF
 AA4056'THE WEST CORNER OF THE HOUSE, 6.5 FEET (2.0 M) NORTHEAST OF THE LIGHT
 AA4056'POLE J721, 54.3 FEET (16.6 M) NORTH NORTHEAST OF THE NORTH CORNER OF A
 AA4056'MASONITE-SIDED WORKSHOP, 6.7 FEET (2.0 M) WEST SOUTHWEST OF THE WEST
 AA4056'CORNER OF A BURIED ELECTRIC BOX COVER. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4055 ***********************************************************************
 AA4055  DESIGNATION -  13 031
 AA4055  PID         -  AA4055
 AA4055  STATE/COUNTY-  SC/CHESTERFIELD
 AA4055  USGS QUAD   -  CHESTERFIELD (1968)
 AA4055
 AA4055                         *CURRENT SURVEY CONTROL
 AA4055  ___________________________________________________________________
 AA4055* NAD 83(1986)-  34 43 26.     (N)    080 01 49.     (W)     SCALED    
 AA4055* NAVD 88     -        47.028  (meters)     154.29   (feet)  ADJUSTED  
 AA4055  ___________________________________________________________________
 AA4055  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 AA4055  DYNAMIC HT  -          46.984 (meters)     154.15  (feet)  COMP
 AA4055  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 AA4055
 AA4055  VERT ORDER  -  FIRST     CLASS II
 AA4055
 AA4055.The horizontal coordinates were scaled from a topographic map and have
 AA4055.an estimated accuracy of +/- 6 seconds.
 AA4055
 AA4055.The orthometric height was determined by differential leveling
 AA4055.and adjusted by the National Geodetic Survey in September 1998..
 AA4055
 AA4055.The geoid height was determined by GEOID03.
 AA4055
 AA4055.The dynamic height is computed by dividing the NAVD 88
 AA4055.geopotential number by the normal gravity value computed on the
 AA4055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4055.degrees latitude (g = 980.6199 gals.).
 AA4055
 AA4055.The modeled gravity was interpolated from observed gravity values.
 AA4055
 AA4055;                    North         East    Units  Estimated Accuracy
 AA4055;SPC SC       -   320,980.      698,420.      MT  (+/- 180 meters Scaled)
 AA4055
 AA4055                          SUPERSEDED SURVEY CONTROL
 AA4055
 AA4055.No superseded survey control is available for this station.
 AA4055
 AA4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU887428(NAD 83)
 AA4055_MARKER: DD = SURVEY DISK
 AA4055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4055_STAMPING: 13 031 1993
 AA4055_MARK LOGO: SCGS  
 AA4055_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4055+STABILITY: SURFACE MOTION
 AA4055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4055+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4055
 AA4055  HISTORY     - Date     Condition        Report By
 AA4055  HISTORY     - 1993     MONUMENTED       SCGS
 AA4055
 AA4055                          STATION DESCRIPTION
 AA4055
 AA4055'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4055'STATION IS LOCATED 3.5 MILES (5.6 KM) EAST SOUTHEAST OF CHESTERFIELD.
 AA4055'OWNERSHIP--DR. WINSTON GODWIN, P.O. BOX 1027, CHERAW, SC 29520, PHONE
 AA4055'803-537-7741. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AA4055'9 (EAST BOULEVARD) AND 102 (SOUTH CRAIG STREET) IN CHESTERFIELD, GO
 AA4055'EAST SOUTHEAST ON HIGHWAY 9 FOR 2.75 MILES (4.43 KM) TO THE JUNCTION
 AA4055'OF STATE ROAD 897 (SAND BED ROAD), CONTINUE ON HIGHWAY 9 FOR 0.6 MILE
 AA4055'(1.0 KM) TO THE STATION ON THE RIGHT NEAR THE NORTH CORNER OF A WOOD
 AA4055'AND BRICK CHURCH (COUNTRYSIDE BAPTIST CHURCH), 0.25 MILE (0.40 KM)
 AA4055'WEST NORTHWEST OF THE JUNCTION OF STATE ROAD 561 (PEACHTREE ROAD).
 AA4055'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 AA4055'BELOW THE HIGHWAY, 53.3 FEET (16.2 M) SOUTHWEST OF THE CENTER OF THE
 AA4055'SOUTHBOUND LANES OF THE HIGHWAY, 15.2 FEET (4.6 M) NORTHWEST OF THE
 AA4055'NORTH CORNER OF THE CHURCH, 5.9 FEET (1.8 M) NORTH NORTHEAST OF A
 AA4055'SECURITY LIGHT POLE NUMBER 39-1, 17.2 FEET (5.2 M) EAST OF THE
 AA4055'SOUTHEAST GATE POST IN A CHAIN LINK FENCE SURROUNDING THE REAR OF THE
 AA4055'CHURCH, 80.2 FEET (24.4 M) WEST NORTHWEST OF A POWER POLE BX41 WITH A
 AA4055'SECURITY LIGHT, TRANSFORMER AND TWO GUY WIRES, 70.5 FEET (21.5 M) EAST
 AA4055'SOUTHEAST OF A FLAG POLE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4054 ***********************************************************************
 AA4054  DESIGNATION -  13 032
 AA4054  PID         -  AA4054
 AA4054  STATE/COUNTY-  SC/CHESTERFIELD
 AA4054  USGS QUAD   -  CHESTERFIELD (1968)
 AA4054
 AA4054                         *CURRENT SURVEY CONTROL
 AA4054  ___________________________________________________________________
 AA4054* NAD 83(1986)-  34 43 16.     (N)    080 01 09.     (W)     SCALED    
 AA4054* NAVD 88     -        55.638  (meters)     182.54   (feet)  ADJUSTED  
 AA4054  ___________________________________________________________________
 AA4054  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 AA4054  DYNAMIC HT  -          55.586 (meters)     182.37  (feet)  COMP
 AA4054  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 AA4054
 AA4054  VERT ORDER  -  FIRST     CLASS II
 AA4054
 AA4054.The horizontal coordinates were scaled from a topographic map and have
 AA4054.an estimated accuracy of +/- 6 seconds.
 AA4054
 AA4054.The orthometric height was determined by differential leveling
 AA4054.and adjusted by the National Geodetic Survey in September 1998..
 AA4054
 AA4054.The geoid height was determined by GEOID03.
 AA4054
 AA4054.The dynamic height is computed by dividing the NAVD 88
 AA4054.geopotential number by the normal gravity value computed on the
 AA4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4054.degrees latitude (g = 980.6199 gals.).
 AA4054
 AA4054.The modeled gravity was interpolated from observed gravity values.
 AA4054
 AA4054;                    North         East    Units  Estimated Accuracy
 AA4054;SPC SC       -   320,680.      699,440.      MT  (+/- 180 meters Scaled)
 AA4054
 AA4054                          SUPERSEDED SURVEY CONTROL
 AA4054
 AA4054.No superseded survey control is available for this station.
 AA4054
 AA4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU898425(NAD 83)
 AA4054_MARKER: DD = SURVEY DISK
 AA4054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4054_STAMPING: 13 032 1993
 AA4054_MARK LOGO: SCGS  
 AA4054_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4054+STABILITY: SURFACE MOTION
 AA4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4054+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4054
 AA4054  HISTORY     - Date     Condition        Report By
 AA4054  HISTORY     - 1993     MONUMENTED       SCGS
 AA4054
 AA4054                          STATION DESCRIPTION
 AA4054
 AA4054'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4054'STATION IS LOCATED 4.1 MILES (6.6 KM) EAST SOUTHEAST OF CHESTERFIELD.
 AA4054'OWNERSHIP--CARLOS GARCES, ROUTE 1, BOX 545, CHERAW, SC 29520, PHONE
 AA4054'803-623-2037. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AA4054'9 (EAST BOULEVARD) AND 102 (SOUTH CRAIG STREET) IN CHESTERFIELD, GO
 AA4054'EAST SOUTHEAST ON HIGHWAY 9 FOR 3.6 MILES (5.8 KM) TO THE JUNCTION OF
 AA4054'STATE ROAD 561 (PEACHTREE ROAD), CONTINUE ON HIGHWAY 9 FOR 0.4 MILE
 AA4054'(0.6 KM) TO A GRAVEL DRIVEWAY LEFT LEADING TO A MULTI-COLOR BRICK
 AA4054'HOUSE, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE
 AA4054'STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER OF THE HOUSE, 0.05 MILE
 AA4054'(0.08 KM) WEST NORTHWEST OF THE JUNCTION OF STATE ROAD 483
 AA4054'(PLEASANTGROVE CHURCH ROAD). STATION IS A CONCRETE POST FLUSH WITH THE
 AA4054'GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE DRIVEWAY, 3.8 FEET (1.2 M)
 AA4054'EAST SOUTHEAST OF THE EAST EDGE OF THE CURB OF THE DRIVEWAY, 11.5 FEET
 AA4054'(3.5 M) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 4.3 FEET
 AA4054'(1.3 M) SOUTH SOUTHEAST OF A BELL POST, 37.2 FEET (11.3 M) EAST OF A
 AA4054'POWER POLE BX66 WITH A GUY WIRE, 29.4 FEET (9.0 M) WEST NORTHWEST OF A
 AA4054'LAMP POST, 86.9 FEET (26.5 M) NORTH NORTHEAST OF THE THE NORTHWEST
 AA4054'CORNER OF A BRICK WELL HOUSE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4053 ***********************************************************************
 AA4053  DESIGNATION -  13 033
 AA4053  PID         -  AA4053
 AA4053  STATE/COUNTY-  SC/CHESTERFIELD
 AA4053  USGS QUAD   -  CHESTERFIELD (1968)
 AA4053
 AA4053                         *CURRENT SURVEY CONTROL
 AA4053  ___________________________________________________________________
 AA4053* NAD 83(1986)-  34 43 12.     (N)    080 00 13.     (W)     SCALED    
 AA4053* NAVD 88     -        67.003  (meters)     219.83   (feet)  ADJUSTED  
 AA4053  ___________________________________________________________________
 AA4053  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AA4053  DYNAMIC HT  -          66.940 (meters)     219.62  (feet)  COMP
 AA4053  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 AA4053
 AA4053  VERT ORDER  -  FIRST     CLASS II
 AA4053
 AA4053.The horizontal coordinates were scaled from a topographic map and have
 AA4053.an estimated accuracy of +/- 6 seconds.
 AA4053
 AA4053.The orthometric height was determined by differential leveling
 AA4053.and adjusted by the National Geodetic Survey in September 1998..
 AA4053
 AA4053.The geoid height was determined by GEOID03.
 AA4053
 AA4053.The dynamic height is computed by dividing the NAVD 88
 AA4053.geopotential number by the normal gravity value computed on the
 AA4053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4053.degrees latitude (g = 980.6199 gals.).
 AA4053
 AA4053.The modeled gravity was interpolated from observed gravity values.
 AA4053
 AA4053;                    North         East    Units  Estimated Accuracy
 AA4053;SPC SC       -   320,570.      700,860.      MT  (+/- 180 meters Scaled)
 AA4053
 AA4053                          SUPERSEDED SURVEY CONTROL
 AA4053
 AA4053.No superseded survey control is available for this station.
 AA4053
 AA4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU912424(NAD 83)
 AA4053_MARKER: DD = SURVEY DISK
 AA4053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4053_STAMPING: 13 033 1993
 AA4053_MARK LOGO: SCGS  
 AA4053_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4053+STABILITY: SURFACE MOTION
 AA4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4053+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4053
 AA4053  HISTORY     - Date     Condition        Report By
 AA4053  HISTORY     - 1993     MONUMENTED       SCGS
 AA4053
 AA4053                          STATION DESCRIPTION
 AA4053
 AA4053'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4053'STATION IS LOCATED 5.0 MILES (8.0 KM) EAST SOUTHEAST OF CHESTERFIELD.
 AA4053'OWNERSHIP--TOM GOODALE, ROUTE 1, CHERAW, SC 29520, PHONE 803-623-6080.
 AA4053'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 (EAST
 AA4053'BOULEVARD) AND 102 (SOUTH CRAIG STREET) IN CHESTERFIELD, GO EAST
 AA4053'SOUTHEAST ON HIGHWAY 9 FOR 4.85 MILES (7.81 KM) TO THE JUNCTION OF
 AA4053'STATE ROAD 895 (HILLIAN-EDWARDS ROAD), TURN LEFT ON ROAD 895 FOR 0.15
 AA4053'MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR THE NORTHWEST CORNER OF
 AA4053'A BRICK HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4053'LEVEL WITH THE ROAD, 117.2 FEET (35.7 M) EAST SOUTHEAST OF THE CENTER
 AA4053'OF THE ROAD, 8.8 FEET (2.7 M) NORTH NORTHEAST OF THE NORTHWEST CORNER
 AA4053'OF THE HOUSE, 111.0 FEET (33.8 M) EAST NORTHEAST OF THE NORTH END OF A
 AA4053'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY LEADING TO THE
 AA4053'HOUSE, 60.6 FEET (18.5 M) WEST NORTHWEST OF A SECURITY LIGHT POLE
 AA4053'HQ10, 116.2 FEET (35.4 M) EAST NORTHEAST OF A POWER POLE BY14 WITH A
 AA4053'GUY WIRE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4052 ***********************************************************************
 AA4052  DESIGNATION -  13 034
 AA4052  PID         -  AA4052
 AA4052  STATE/COUNTY-  SC/CHESTERFIELD
 AA4052  USGS QUAD   -  CHERAW (1971)
 AA4052
 AA4052                         *CURRENT SURVEY CONTROL
 AA4052  ___________________________________________________________________
 AA4052* NAD 83(1986)-  34 42 56.     (N)    079 59 25.     (W)     SCALED    
 AA4052* NAVD 88     -        56.332  (meters)     184.82   (feet)  ADJUSTED  
 AA4052  ___________________________________________________________________
 AA4052  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AA4052  DYNAMIC HT  -          56.280 (meters)     184.65  (feet)  COMP
 AA4052  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 AA4052
 AA4052  VERT ORDER  -  FIRST     CLASS II
 AA4052
 AA4052.The horizontal coordinates were scaled from a topographic map and have
 AA4052.an estimated accuracy of +/- 6 seconds.
 AA4052
 AA4052.The orthometric height was determined by differential leveling
 AA4052.and adjusted by the National Geodetic Survey in September 1998..
 AA4052
 AA4052.The geoid height was determined by GEOID03.
 AA4052
 AA4052.The dynamic height is computed by dividing the NAVD 88
 AA4052.geopotential number by the normal gravity value computed on the
 AA4052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4052.degrees latitude (g = 980.6199 gals.).
 AA4052
 AA4052.The modeled gravity was interpolated from observed gravity values.
 AA4052
 AA4052;                    North         East    Units  Estimated Accuracy
 AA4052;SPC SC       -   320,090.      702,090.      MT  (+/- 180 meters Scaled)
 AA4052
 AA4052                          SUPERSEDED SURVEY CONTROL
 AA4052
 AA4052.No superseded survey control is available for this station.
 AA4052
 AA4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU924419(NAD 83)
 AA4052_MARKER: DD = SURVEY DISK
 AA4052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4052_STAMPING: 13 034 1993
 AA4052_MARK LOGO: SCGS  
 AA4052_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4052+STABILITY: SURFACE MOTION
 AA4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4052+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4052
 AA4052  HISTORY     - Date     Condition        Report By
 AA4052  HISTORY     - 1993     MONUMENTED       SCGS
 AA4052
 AA4052                          STATION DESCRIPTION
 AA4052
 AA4052'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4052'STATION IS LOCATED 5.8 MILES (9.3 KM) EAST SOUTHEAST OF CHESTERFIELD,
 AA4052'6.2 MILES (10.0 KM) WEST NORTHWEST OF CHERAW. OWNERSHIP--LISA OLIVER,
 AA4052'ROUTE 1, BOX 563, CHERAW, SC 29520, PHONE 803-623-2328. TO REACH THE
 AA4052'STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 (EAST BOULEVARD) AND 102
 AA4052'(SOUTH CRAIG STREET) IN CHESTERFIELD, GO EAST SOUTHEAST ON HIGHWAY 9
 AA4052'FOR 4.85 MILES (7.81 KM) TO THE JUNCTION OF STATE ROAD 895
 AA4052'(HILLIAN-EDWARDS ROAD), CONTINUE ON HIGHWAY 9 FOR 0.8 MILE (1.3 KM) TO
 AA4052'A SAND ROAD (BLUFFWAY DRIVE) LEFT LEADING TO A MASONITE-SIDED HOUSE,
 AA4052'TURN LEFT ON BLUFFWAY DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 AA4052'THE RIGHT NEAR THE SOUTHWEST CORNER OF THE HOUSE, 0.35 MILE (0.56 KM)
 AA4052'WEST NORTHWEST OF THE JUNCTION OF STATE ROAD 113 (HARDEN AND MIDWAY
 AA4052'ROADS). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 AA4052'(0.3 M) ABOVE THE ROAD, 41.0 FEET (12.5 M) EAST SOUTHEAST OF THE
 AA4052'CENTER OF THE ROAD, 37.3 FEET (11.4 M) SOUTH SOUTHWEST OF THE
 AA4052'SOUTHWEST CORNER OF THE BRICK FOUNDATION OF A SCREENED PORCH, 106.2
 AA4052'FEET (32.4 M) SOUTH SOUTHWEST OF A SECURITY LIGHT POLE NUMBER 3, 90.2
 AA4052'FEET (27.5 M) WEST NORTHWEST OF A POLE SUPPORTING A SATELITE DISH,
 AA4052'34.7 FEET (10.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 AA4052'FOUNDATION OF THE FRONT PORCH. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4051 ***********************************************************************
 AA4051  DESIGNATION -  13 035
 AA4051  PID         -  AA4051
 AA4051  STATE/COUNTY-  SC/CHESTERFIELD
 AA4051  USGS QUAD   -  CHERAW (1971)
 AA4051
 AA4051                         *CURRENT SURVEY CONTROL
 AA4051  ___________________________________________________________________
 AA4051* NAD 83(1986)-  34 42 39.     (N)    079 58 29.     (W)     SCALED    
 AA4051* NAVD 88     -        63.086  (meters)     206.97   (feet)  ADJUSTED  
 AA4051  ___________________________________________________________________
 AA4051  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AA4051  DYNAMIC HT  -          63.027 (meters)     206.78  (feet)  COMP
 AA4051  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 AA4051
 AA4051  VERT ORDER  -  FIRST     CLASS II
 AA4051
 AA4051.The horizontal coordinates were scaled from a topographic map and have
 AA4051.an estimated accuracy of +/- 6 seconds.
 AA4051
 AA4051.The orthometric height was determined by differential leveling
 AA4051.and adjusted by the National Geodetic Survey in September 1998..
 AA4051
 AA4051.The geoid height was determined by GEOID03.
 AA4051
 AA4051.The dynamic height is computed by dividing the NAVD 88
 AA4051.geopotential number by the normal gravity value computed on the
 AA4051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4051.degrees latitude (g = 980.6199 gals.).
 AA4051
 AA4051.The modeled gravity was interpolated from observed gravity values.
 AA4051
 AA4051;                    North         East    Units  Estimated Accuracy
 AA4051;SPC SC       -   319,580.      703,520.      MT  (+/- 180 meters Scaled)
 AA4051
 AA4051                          SUPERSEDED SURVEY CONTROL
 AA4051
 AA4051.No superseded survey control is available for this station.
 AA4051
 AA4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU938414(NAD 83)
 AA4051_MARKER: DD = SURVEY DISK
 AA4051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4051_STAMPING: 13 035 1993
 AA4051_MARK LOGO: SCGS  
 AA4051_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4051+STABILITY: SURFACE MOTION
 AA4051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4051+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4051
 AA4051  HISTORY     - Date     Condition        Report By
 AA4051  HISTORY     - 1993     MONUMENTED       SCGS
 AA4051
 AA4051                          STATION DESCRIPTION
 AA4051
 AA4051'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4051'STATION IS LOCATED 5.3 MILES (8.5 KM) WEST NORTHWEST OF CHERAW.
 AA4051'OWNERSHIP--SAINT PAUL MISSIONARY BAPTIST CHURCH, CHERAW, SC 29520. TO
 AA4051'REACH THE STATION FROM THE SOUTHWEST JUNCTION OF U.S. HIGHWAYS 1, 51
 AA4051'AND STATE HIGHWAY 9 (MARKET STREET) IN CHERAW, GO SOUTHWEST ON HIGHWAY
 AA4051'9 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 22, TURN RIGHT
 AA4051'ON HIGHWAY 9 (CHESTERFIELD HIGHWAY) FOR 4.2 MILES (6.8 KM) TO THE
 AA4051'JUNTION OF STATE ROAD 758 (GOPHER HILL ROAD), CONTINUE ON HIGHWAY 9
 AA4051'FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR A SECURITY
 AA4051'LIGHT POLE ON THE WEST SIDE OF THE SAINT PAUL MISSIONARY BAPTIST
 AA4051'CHURCH. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0 FEET
 AA4051'(1.8 M) BELOW THE HIGHWAY, 113.8 FEET (34.7 M) SOUTH SOUTHWEST OF THE
 AA4051'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 10.8 FEET (3.3 M) EAST
 AA4051'SOUTHEAST OF THE SECURITY LIGHT POLE SXC36 WITH A GUY WIRE, 40.8 FEET
 AA4051'(12.4 M) WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 50.5
 AA4051'FEET (15.4 M) NORTH NORTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 AA4051'99.4 FEET (30.3 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 AA4051'CHURCH SIGN, 75.2 FEET (22.9 M) SOUTH SOUTHWEST OF A POWER POLE
 AA4051'19/BH34 WITH A TRANSFORMER AND GUY WIRE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4050 ***********************************************************************
 AA4050  DESIGNATION -  13 036
 AA4050  PID         -  AA4050
 AA4050  STATE/COUNTY-  SC/CHESTERFIELD
 AA4050  USGS QUAD   -  CHERAW (1971)
 AA4050
 AA4050                         *CURRENT SURVEY CONTROL
 AA4050  ___________________________________________________________________
 AA4050* NAD 83(1986)-  34 42 22.     (N)    079 57 34.     (W)     SCALED    
 AA4050* NAVD 88     -        66.054  (meters)     216.71   (feet)  ADJUSTED  
 AA4050  ___________________________________________________________________
 AA4050  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 AA4050  DYNAMIC HT  -          65.992 (meters)     216.51  (feet)  COMP
 AA4050  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 AA4050
 AA4050  VERT ORDER  -  FIRST     CLASS II
 AA4050
 AA4050.The horizontal coordinates were scaled from a topographic map and have
 AA4050.an estimated accuracy of +/- 6 seconds.
 AA4050
 AA4050.The orthometric height was determined by differential leveling
 AA4050.and adjusted by the National Geodetic Survey in September 1998..
 AA4050
 AA4050.The geoid height was determined by GEOID03.
 AA4050
 AA4050.The dynamic height is computed by dividing the NAVD 88
 AA4050.geopotential number by the normal gravity value computed on the
 AA4050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4050.degrees latitude (g = 980.6199 gals.).
 AA4050
 AA4050.The modeled gravity was interpolated from observed gravity values.
 AA4050
 AA4050;                    North         East    Units  Estimated Accuracy
 AA4050;SPC SC       -   319,070.      704,920.      MT  (+/- 180 meters Scaled)
 AA4050
 AA4050                          SUPERSEDED SURVEY CONTROL
 AA4050
 AA4050.No superseded survey control is available for this station.
 AA4050
 AA4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU952409(NAD 83)
 AA4050_MARKER: DD = SURVEY DISK
 AA4050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4050_STAMPING: 13 036 1993
 AA4050_MARK LOGO: SCGS  
 AA4050_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4050+STABILITY: SURFACE MOTION
 AA4050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4050+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4050
 AA4050  HISTORY     - Date     Condition        Report By
 AA4050  HISTORY     - 1993     MONUMENTED       SCGS
 AA4050
 AA4050                          STATION DESCRIPTION
 AA4050
 AA4050'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4050'STATION IS LOCATED 4.4 MILES (7.1 KM) WEST OF CHERAW.
 AA4050'OWNERSHIP--ROBERT CAMPBELL, ROUTE 3, BOX 249, CHERAW, SC 29520, PHONE
 AA4050'803-537-7706. TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF U.S.
 AA4050'HIGHWAYS 1, 52 AND STATE HIGHWAY 9 (MARKET STREET) IN CHERAW, GO
 AA4050'SOUTHWEST ON HIGHWAY 9 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE
 AA4050'ROAD 22, TURN RIGHT ON HIGHWAY 9 (CHESTERFIELD HIGHWAY) FOR 3.7 MILES
 AA4050'(6.0 KM) TO THE JUNCTION OF STATE ROAD 953 (WEST BROOK DRIVE),
 AA4050'CONTINUE ON HIGHWAY 9 FOR 0.05 MILE (0.08 KM) TO A DRIVEWAY LEFT AT A
 AA4050'BRICK ENTRANCEWAY, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM)
 AA4050'TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE
 AA4050'POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 7.7 FEET (2.3
 AA4050'M) WEST NORTHWEST OF THE CENTER OF THE DRIVEWAY, 8.2 FEET (2.5 M)
 AA4050'SOUTH SOUTHWEST OF THE POWER POLE 45-2/BG61, 57.5 FEET (17.5 M) EAST
 AA4050'NORTHEAST OF THE NORTHEAST CORNER OF A BEIGE VINYL-SIDED HOUSE, 105.1
 AA4050'FEET (32.0 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE,
 AA4050'121.5 FEET (37.0 M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK
 AA4050'CONVENIENCE STORE, 18.3 FEET (5.6 M) WEST NORTHWEST OF A BOARD FENCE.
 AA4050'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4049 ***********************************************************************
 AA4049  DESIGNATION -  13 037
 AA4049  PID         -  AA4049
 AA4049  STATE/COUNTY-  SC/CHESTERFIELD
 AA4049  USGS QUAD   -  CHERAW (1971)
 AA4049
 AA4049                         *CURRENT SURVEY CONTROL
 AA4049  ___________________________________________________________________
 AA4049* NAD 83(1986)-  34 42 02.     (N)    079 56 17.     (W)     SCALED    
 AA4049* NAVD 88     -        52.647  (meters)     172.73   (feet)  ADJUSTED  
 AA4049  ___________________________________________________________________
 AA4049  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AA4049  DYNAMIC HT  -          52.598 (meters)     172.57  (feet)  COMP
 AA4049  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 AA4049
 AA4049  VERT ORDER  -  FIRST     CLASS II
 AA4049
 AA4049.The horizontal coordinates were scaled from a topographic map and have
 AA4049.an estimated accuracy of +/- 6 seconds.
 AA4049
 AA4049.The orthometric height was determined by differential leveling
 AA4049.and adjusted by the National Geodetic Survey in September 1998..
 AA4049
 AA4049.The geoid height was determined by GEOID03.
 AA4049
 AA4049.The dynamic height is computed by dividing the NAVD 88
 AA4049.geopotential number by the normal gravity value computed on the
 AA4049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4049.degrees latitude (g = 980.6199 gals.).
 AA4049
 AA4049.The modeled gravity was interpolated from observed gravity values.
 AA4049
 AA4049;                    North         East    Units  Estimated Accuracy
 AA4049;SPC SC       -   318,480.      706,890.      MT  (+/- 180 meters Scaled)
 AA4049
 AA4049                          SUPERSEDED SURVEY CONTROL
 AA4049
 AA4049.No superseded survey control is available for this station.
 AA4049
 AA4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU972403(NAD 83)
 AA4049_MARKER: DD = SURVEY DISK
 AA4049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4049_STAMPING: 13 037 1993
 AA4049_MARK LOGO: SCGS  
 AA4049_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4049+STABILITY: SURFACE MOTION
 AA4049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4049+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 AA4049
 AA4049  HISTORY     - Date     Condition        Report By
 AA4049  HISTORY     - 1993     MONUMENTED       SCGS
 AA4049  HISTORY     - 20051117 GOOD             FRELAN
 AA4049
 AA4049                          STATION DESCRIPTION
 AA4049
 AA4049'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4049'STATION IS LOCATED 3.1 MILES (5.0 KM) WEST OF CHERAW.
 AA4049'OWNERSHIP--CHESTERFIELD MARLBORO TECHNICAL COLLEGE, P.O. DRAWER 1007,
 AA4049'CHERAW, SC 29520, PHONE 803-537-5286. TO REACH THE STATION FROM THE
 AA4049'SOUTHWEST JUNCTION OF U.S. HIGHWAYS 1, 52 AND STATE HIGHWAY 9 (MARKET
 AA4049'STREET) IN CHERAW, GO SOUTHWEST ON HIGHWAY 9 FOR 0.1 MILE (0.2 KM) TO
 AA4049'THE JUNCTION OF STATE ROAD 22, TURN RIGHT ON HIGHWAY 9 (CHESTERFIELD
 AA4049'HIGHWAY) FOR 2.35 MILES (3.78 KM) TO THE JUNCTION OF STATE ROAD 394
 AA4049'(LANEY ROAD), CONTINUE ON HIGHWAY 9 FOR 0.05 MILE (0.08 KM) TO THE
 AA4049'STATION ON THE LEFT NEAR THE SOUTH END OF A BRICK AND MARBLE SIGN FOR
 AA4049'THE CHESTERFIELD MARLBORO TECHNICAL COLLEGE AT THE MAIN ENTRANCE.
 AA4049'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M)
 AA4049'BELOW THE HIGHWAY, 60.5 FEET (18.4 M) SOUTH SOUTHWEST OF THE NORTH
 AA4049'EDGE OF THE CURB OF THE HIGHWAY, 4.9 FEET (1.5 M) SOUTH SOUTHEAST OF
 AA4049'THE SOUTHWEST CORNER OF THE BRICK PLANTER SURROUNDING THE SIGN, 5.1
 AA4049'FEET (1.6 M) WEST SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK
 AA4049'PLANTER SURROUNDING THE SIGN, 44.5 FEET (13.6 M) WEST NORTHWEST OF THE
 AA4049'EAST EDGE OF THE CURB OF THE ENTRANCE DRIVE, 44.6 FEET (13.6 M) EAST
 AA4049'SOUTHEAST OF THE WEST EDGE OF THE EXIT DRIVE, 62.7 FEET (19.1 M) NORTH
 AA4049'NORTHEAST OF A FLAG POLE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4049
 AA4049                          STATION RECOVERY (2005)
 AA4049
 AA4049'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 AA4049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4048 ***********************************************************************
 AA4048  DESIGNATION -  13 038
 AA4048  PID         -  AA4048
 AA4048  STATE/COUNTY-  SC/CHESTERFIELD
 AA4048  USGS QUAD   -  CHERAW (1971)
 AA4048
 AA4048                         *CURRENT SURVEY CONTROL
 AA4048  ___________________________________________________________________
 AA4048* NAD 83(1986)-  34 41 54.     (N)    079 55 34.     (W)     SCALED    
 AA4048* NAVD 88     -        53.075  (meters)     174.13   (feet)  ADJUSTED  
 AA4048  ___________________________________________________________________
 AA4048  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AA4048  DYNAMIC HT  -          53.025 (meters)     173.97  (feet)  COMP
 AA4048  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 AA4048
 AA4048  VERT ORDER  -  FIRST     CLASS II
 AA4048
 AA4048.The horizontal coordinates were scaled from a topographic map and have
 AA4048.an estimated accuracy of +/- 6 seconds.
 AA4048
 AA4048.The orthometric height was determined by differential leveling
 AA4048.and adjusted by the National Geodetic Survey in September 1998..
 AA4048
 AA4048.The geoid height was determined by GEOID03.
 AA4048
 AA4048.The dynamic height is computed by dividing the NAVD 88
 AA4048.geopotential number by the normal gravity value computed on the
 AA4048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4048.degrees latitude (g = 980.6199 gals.).
 AA4048
 AA4048.The modeled gravity was interpolated from observed gravity values.
 AA4048
 AA4048;                    North         East    Units  Estimated Accuracy
 AA4048;SPC SC       -   318,240.      707,990.      MT  (+/- 180 meters Scaled)
 AA4048
 AA4048                          SUPERSEDED SURVEY CONTROL
 AA4048
 AA4048.No superseded survey control is available for this station.
 AA4048
 AA4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU983401(NAD 83)
 AA4048_MARKER: DD = SURVEY DISK
 AA4048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4048_STAMPING: 13 038 1993
 AA4048_MARK LOGO: SCGS  
 AA4048_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4048+STABILITY: SURFACE MOTION
 AA4048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4048+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 AA4048
 AA4048  HISTORY     - Date     Condition        Report By
 AA4048  HISTORY     - 1993     MONUMENTED       SCGS
 AA4048  HISTORY     - 20051117 GOOD             FRELAN
 AA4048
 AA4048                          STATION DESCRIPTION
 AA4048
 AA4048'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4048'STATION IS LOCATED 2.4 MILES (3.9 KM) WEST OF CHERAW.
 AA4048'OWNERSHIP--CHESTERFIELD COUNTY MENTAL RETARDATION BOARD, 960
 AA4048'CHESTERFIELD HIGHWAY, CHERAW, SC 29520, CONTACT-WANDA LEWIS, PHONE
 AA4048'803-537-5124. TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF U.S.
 AA4048'HIGHWAYS 1, 52 AND STATE HIGHWAY 9 (MARKET STREET) IN CHERAW, GO
 AA4048'SOUTHWEST ON HIGHWAY 9 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE
 AA4048'ROAD 22, TURN RIGHT ON HIGHWAY 9 (CHESTERFIELD HIGHWAY) FOR 1.6 MILES
 AA4048'(2.6 KM) TO THE JUNCTION OF STATE ROAD 341 (WINDSOR DRIVE), CONTINUE
 AA4048'ON HIGHWAY 9 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR
 AA4048'THE SOUTHWEST CORNER OF A LONG BRICK BUILDING (CHESTERFIED COUNTY
 AA4048'MENTAL RETARDATION BOARD BUILDING), 0.05 MILE (0.08 KM) EAST SOUTHEAST
 AA4048'OF THE JUNCTION OF STATE ROAD 872. STATION IS A CONCRETE POST FLUSH
 AA4048'WITH THE GROUND AND LEVEL WITH THE SIDEWALK, 22.8 FEET (6.9 M) NORTH
 AA4048'NORTHEAST OF THE SOUTH EDGE OF THE NORTH CURB OF THE HIGHWAY, 2.4 FEET
 AA4048'(0.7 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 49.8
 AA4048'FEET (15.2 M) WEST NORTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 AA4048'FRONT PORCH, 109.8 FEET (33.5 M) EAST OF A HIGH-TENSION LINE POLE
 AA4048'NUMBER 392, 125.2 FEET (38.2 M) NORTH NORTHEAST OF THE NORTH EDGE OF A
 AA4048'SIDEWALK, 2.1 FEET (0.6 M) SOUTH SOUTHWEST OF A WITNESS POST IN A
 AA4048'CHAIN LINK FENCE NEAR THE CORNER OF THE BUILDING. DESCRIBED BY C.E.
 AA4048'GEOGHEGAN.
 AA4048
 AA4048                          STATION RECOVERY (2005)
 AA4048
 AA4048'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 AA4048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4047 ***********************************************************************
 AA4047  DESIGNATION -  13 039
 AA4047  PID         -  AA4047
 AA4047  STATE/COUNTY-  SC/CHESTERFIELD
 AA4047  USGS QUAD   -  CHERAW (1971)
 AA4047
 AA4047                         *CURRENT SURVEY CONTROL
 AA4047  ___________________________________________________________________
 AA4047* NAD 83(1986)-  34 41 44.     (N)    079 55 09.     (W)     SCALED    
 AA4047* NAVD 88     -        53.853  (meters)     176.68   (feet)  ADJUSTED  
 AA4047  ___________________________________________________________________
 AA4047  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 AA4047  DYNAMIC HT  -          53.803 (meters)     176.52  (feet)  COMP
 AA4047  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 AA4047
 AA4047  VERT ORDER  -  FIRST     CLASS II
 AA4047
 AA4047.The horizontal coordinates were scaled from a topographic map and have
 AA4047.an estimated accuracy of +/- 6 seconds.
 AA4047
 AA4047.The orthometric height was determined by differential leveling
 AA4047.and adjusted by the National Geodetic Survey in September 1998..
 AA4047
 AA4047.The geoid height was determined by GEOID03.
 AA4047
 AA4047.The dynamic height is computed by dividing the NAVD 88
 AA4047.geopotential number by the normal gravity value computed on the
 AA4047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4047.degrees latitude (g = 980.6199 gals.).
 AA4047
 AA4047.The modeled gravity was interpolated from observed gravity values.
 AA4047
 AA4047;                    North         East    Units  Estimated Accuracy
 AA4047;SPC SC       -   317,940.      708,630.      MT  (+/- 180 meters Scaled)
 AA4047
 AA4047                          SUPERSEDED SURVEY CONTROL
 AA4047
 AA4047.No superseded survey control is available for this station.
 AA4047
 AA4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU989398(NAD 83)
 AA4047_MARKER: DD = SURVEY DISK
 AA4047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4047_STAMPING: 13 039 1993
 AA4047_MARK LOGO: SCGS  
 AA4047_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4047+STABILITY: SURFACE MOTION
 AA4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4047+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4047
 AA4047  HISTORY     - Date     Condition        Report By
 AA4047  HISTORY     - 1993     MONUMENTED       SCGS
 AA4047
 AA4047                          STATION DESCRIPTION
 AA4047
 AA4047'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4047'STATION IS LOCATED 2.1 MILES (3.4 KM) WEST OF CHERAW.
 AA4047'OWNERSHIP--CHESTERFIELD GENERAL HOSPITAL, P.O. BOX 151, HIGHWAY 9,
 AA4047'CHERAW, SC 29520, CONTACT-GENE SMITH, PHONE 803-537-7881. TO REACH THE
 AA4047'STATION FROM THE SOUTHWEST JUNCTION OF U.S. HIGHWAYS 1, 52 AND STATE
 AA4047'HIGHWAY 9 (MARKET STREET) IN CHERAW, GO SOUTHWEST ON HIGHWAY 9 FOR 0.1
 AA4047'MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 22, TURN RIGHT ON HIGHWAY
 AA4047'9 (CHESTERFIELD HIGHWAY) FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF
 AA4047'STATE ROAD 967 (CAULDER), CONTINUE ON HIGHWAY 9 FOR 0.1 MILE (0.2 KM)
 AA4047'TO THE STATION ON THE LEFT NEAR A FLAG POLE IN FRONT OF THE MAIN
 AA4047'ENTRANCE TO THE CHESTERFIELD GENERAL HOSPITAL. STATION IS A CONCRETE
 AA4047'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE DRIVEWAY,
 AA4047'12.2 FEET (3.7 M) NORTH OF THE FLAG POLE, 37.3 FEET (11.4 M) NORTH
 AA4047'NORTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 36.1
 AA4047'FEET (11.0 M) NORTHEAST OF THE EAST CORNER OF THE EASTERN MOST PILLAR
 AA4047'OF AN AWNING, 206.0 FEET (62.8 M) SOUTH SOUTHWEST OF THE NORTH CORNER
 AA4047'OF THE NORTHERN MOST PILLAR OF THE AWNING. DESCRIBED BY C.E.
 AA4047'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4046 ***********************************************************************
 AA4046  DESIGNATION -  13 040
 AA4046  PID         -  AA4046
 AA4046  STATE/COUNTY-  SC/CHESTERFIELD
 AA4046  USGS QUAD   -  CHERAW (1971)
 AA4046
 AA4046                         *CURRENT SURVEY CONTROL
 AA4046  ___________________________________________________________________
 AA4046* NAD 83(1986)-  34 41 37.     (N)    079 54 50.     (W)     SCALED    
 AA4046* NAVD 88     -        53.585  (meters)     175.80   (feet)  ADJUSTED  
 AA4046  ___________________________________________________________________
 AA4046  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 AA4046  DYNAMIC HT  -          53.535 (meters)     175.64  (feet)  COMP
 AA4046  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 AA4046
 AA4046  VERT ORDER  -  FIRST     CLASS II
 AA4046
 AA4046.The horizontal coordinates were scaled from a topographic map and have
 AA4046.an estimated accuracy of +/- 6 seconds.
 AA4046
 AA4046.The orthometric height was determined by differential leveling
 AA4046.and adjusted by the National Geodetic Survey in September 1998..
 AA4046
 AA4046.The geoid height was determined by GEOID03.
 AA4046
 AA4046.The dynamic height is computed by dividing the NAVD 88
 AA4046.geopotential number by the normal gravity value computed on the
 AA4046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4046.degrees latitude (g = 980.6199 gals.).
 AA4046
 AA4046.The modeled gravity was interpolated from observed gravity values.
 AA4046
 AA4046;                    North         East    Units  Estimated Accuracy
 AA4046;SPC SC       -   317,730.      709,110.      MT  (+/- 180 meters Scaled)
 AA4046
 AA4046                          SUPERSEDED SURVEY CONTROL
 AA4046
 AA4046.No superseded survey control is available for this station.
 AA4046
 AA4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU994396(NAD 83)
 AA4046_MARKER: DD = SURVEY DISK
 AA4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4046_STAMPING: 13 040 1993
 AA4046_MARK LOGO: SCGS  
 AA4046_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4046+STABILITY: SURFACE MOTION
 AA4046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4046+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4046
 AA4046  HISTORY     - Date     Condition        Report By
 AA4046  HISTORY     - 1993     MONUMENTED       SCGS
 AA4046
 AA4046                          STATION DESCRIPTION
 AA4046
 AA4046'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4046'STATION IS LOCATED 1.8 MILES (2.9 KM) WEST OF CHERAW.
 AA4046'OWNERSHIP--CHERAW HIGH SCHOOL. TO REACH THE STATION FROM THE SOUTHWEST
 AA4046'JUNCTION OF U.S. HIGHWAYS 1, 52 AND STATE HIGHWAY 9 (MARKET STREET) IN
 AA4046'CHERAW, GO SOUTHWEST ON HIGHWAY 9 FOR 0.1 MILE (0.2 KM) TO THE
 AA4046'JUNCTION OF STATE ROAD 22, TURN RIGHT ON HIGHWAY 9 (CHESTERFIELD
 AA4046'HIGHWAY) FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 652
 AA4046'(STADIUM ROAD), TURN LEFT ON ROAD 652 FOR 0.05 MILE (0.08 KM) TO THE
 AA4046'1ST JUNCTION OF STATE ROAD 652, TURN LEFT ON ROAD 652 FOR 0.05 MILE
 AA4046'(0.08 KM) TO THE STATION ON THE RIGHT NEAR A FLAG POLE IN FRONT OF THE
 AA4046'MAIN ENTRANCE TO THE CHERAW HIGH SCHOOL. STATION IS A CONCRETE POST
 AA4046'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 2.2 FEET (0.7 M) EAST
 AA4046'NORTHEAST OF THE NORTHWEST CORNER OF A MARBLE COMMERATIVE STONE (CHRIS
 AA4046'BOARD CLASS OF 1979), 34.5 FEET (10.5 M) SOUTH SOUTHWEST OF THE CENTER
 AA4046'OF THE ROAD, 9.5 FEET (2.9 M) NORTH NORTHEAST OF THE FLAG POLE, 41.7
 AA4046'FEET (12.7 M) NORTHWEST OF A STREET LIGHT POLE SXT03, 75.5 FEET (23.0
 AA4046'M) EAST SOUTHEAST OF A STREET LIGHT POLE SXTO2. DESCRIBED BY C.E.
 AA4046'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4045 ***********************************************************************
 AA4045  DESIGNATION -  13 041
 AA4045  PID         -  AA4045
 AA4045  STATE/COUNTY-  SC/CHESTERFIELD
 AA4045  USGS QUAD   -  CHERAW (1971)
 AA4045
 AA4045                         *CURRENT SURVEY CONTROL
 AA4045  ___________________________________________________________________
 AA4045* NAD 83(1986)-  34 41 26.     (N)    079 54 07.     (W)     SCALED    
 AA4045* NAVD 88     -        52.001  (meters)     170.61   (feet)  ADJUSTED  
 AA4045  ___________________________________________________________________
 AA4045  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 AA4045  DYNAMIC HT  -          51.952 (meters)     170.45  (feet)  COMP
 AA4045  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 AA4045
 AA4045  VERT ORDER  -  FIRST     CLASS II
 AA4045
 AA4045.The horizontal coordinates were scaled from a topographic map and have
 AA4045.an estimated accuracy of +/- 6 seconds.
 AA4045
 AA4045.The orthometric height was determined by differential leveling
 AA4045.and adjusted by the National Geodetic Survey in September 1998..
 AA4045
 AA4045.The geoid height was determined by GEOID03.
 AA4045
 AA4045.The dynamic height is computed by dividing the NAVD 88
 AA4045.geopotential number by the normal gravity value computed on the
 AA4045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4045.degrees latitude (g = 980.6199 gals.).
 AA4045
 AA4045.The modeled gravity was interpolated from observed gravity values.
 AA4045
 AA4045;                    North         East    Units  Estimated Accuracy
 AA4045;SPC SC       -   317,400.      710,210.      MT  (+/- 180 meters Scaled)
 AA4045
 AA4045                          SUPERSEDED SURVEY CONTROL
 AA4045
 AA4045.No superseded survey control is available for this station.
 AA4045
 AA4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU005392(NAD 83)
 AA4045_MARKER: DD = SURVEY DISK
 AA4045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4045_STAMPING: 13 041 1993
 AA4045_MARK LOGO: SCGS  
 AA4045_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4045+STABILITY: SURFACE MOTION
 AA4045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4045+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4045
 AA4045  HISTORY     - Date     Condition        Report By
 AA4045  HISTORY     - 1993     MONUMENTED       SCGS
 AA4045
 AA4045                          STATION DESCRIPTION
 AA4045
 AA4045'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4045'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTHWEST OF CHERAW.
 AA4045'OWNERSHIP--CHARLES WATSON, P.O. BOX 1608, CHERAW, SC 29520, PHONE
 AA4045'803-537-2791. TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF U.S.
 AA4045'HIGHWAYS 1, 52 AND STATE HIGHWAY 9 (MARKET STREET) IN CHERAW, GO
 AA4045'SOUTHWEST ON HIGHWAY 9 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE
 AA4045'ROAD 22, TURN RIGHT ON HIGHWAY 9 (CHESTERFIELD HIGHWAY) FOR 0.25 MILE
 AA4045'(0.40 KM) TO THE STATION NEAR THE SOUTH CORNER OF A CHAIN LINK FENCE
 AA4045'SURROUNDING A SMALL BRICK OFFICE BUILDING IN THE SOUTHEAST ANGLE OF
 AA4045'THE JUNCTION OF STATE ROAD 202 (CLAREMONT STREET). STATION IS A
 AA4045'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 156.4
 AA4045'FEET (47.7 M) SOUTH OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 AA4045'HIGHWAY, 7.2 FEET (2.2 M) NORTHWEST OF THE SOUTH FENCE CORNER, 40.7
 AA4045'FEET (12.4 M) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 AA4045'13.9 FEET (4.2 M) EAST NORTHEAST OF THE EAST CORNER OF A CONCRETE
 AA4045'BLOCK CHURCH BUILDING (PENTACOSTAL HOLINESS CHURCH), 62.3 FEET (19.0
 AA4045'M) WEST SOUTHWEST OF THE WEST CORNER OF THE NORTHWEST WING OF A
 AA4045'WOOD-SIDED HOUSE, 1.3 FEET (0.4 M) SOUTHWEST OF A WITNESS POST IN THE
 AA4045'FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4179 ***********************************************************************
 EB4179  DESIGNATION -  13 042
 EB4179  PID         -  EB4179
 EB4179  STATE/COUNTY-  SC/CHESTERFIELD
 EB4179  USGS QUAD   -  CHERAW (1971)
 EB4179
 EB4179                         *CURRENT SURVEY CONTROL
 EB4179  ___________________________________________________________________
 EB4179* NAD 83(1986)-  34 41 34.     (N)    079 53 32.     (W)     SCALED    
 EB4179* NAVD 88     -        50.790  (meters)     166.63   (feet)  ADJUSTED  
 EB4179  ___________________________________________________________________
 EB4179  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EB4179  DYNAMIC HT  -          50.743 (meters)     166.48  (feet)  COMP
 EB4179  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 EB4179
 EB4179  VERT ORDER  -  FIRST     CLASS II
 EB4179
 EB4179.The horizontal coordinates were scaled from a topographic map and have
 EB4179.an estimated accuracy of +/- 6 seconds.
 EB4179
 EB4179.The orthometric height was determined by differential leveling
 EB4179.and adjusted by the National Geodetic Survey in September 1998..
 EB4179
 EB4179.The geoid height was determined by GEOID03.
 EB4179
 EB4179.The dynamic height is computed by dividing the NAVD 88
 EB4179.geopotential number by the normal gravity value computed on the
 EB4179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4179.degrees latitude (g = 980.6199 gals.).
 EB4179
 EB4179.The modeled gravity was interpolated from observed gravity values.
 EB4179
 EB4179;                    North         East    Units  Estimated Accuracy
 EB4179;SPC SC       -   317,660.      711,100.      MT  (+/- 180 meters Scaled)
 EB4179
 EB4179                          SUPERSEDED SURVEY CONTROL
 EB4179
 EB4179  NAVD 88 (06/28/94)   50.787  (m)          166.62   (f) UNKNOWN     1 2
 EB4179
 EB4179.Superseded values are not recommended for survey control.
 EB4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4179.See file dsdata.txt to determine how the superseded data were derived.
 EB4179
 EB4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU014395(NAD 83)
 EB4179_MARKER: DD = SURVEY DISK
 EB4179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4179_SP_SET: CONCRETE POST
 EB4179_STAMPING: 13 042 1993
 EB4179_MARK LOGO: SCGS  
 EB4179_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4179+STABILITY: SURFACE MOTION
 EB4179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4179+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1994
 EB4179
 EB4179  HISTORY     - Date     Condition        Report By
 EB4179  HISTORY     - 1993     MONUMENTED       SCGS
 EB4179  HISTORY     - 19940803 GOOD             SCGS
 EB4179
 EB4179                          STATION DESCRIPTION
 EB4179
 EB4179'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4179'STATION IS LOCATED IN CHERAW. OWNERSHIP--MIRTLE BROWN, 625 MARKET
 EB4179'STREET, CHERAW, SC 29520, PHONE 803-537-3195. TO REACH THE STATION
 EB4179'FROM THE JUNCTION OF U.S. HIGHWAYS 1, 52 AND STATE HIGHWAY 9 (MARKET
 EB4179'STREET) IN CHERAW, GO NORTHEAST ON HIGHWAYS 1, 52 AND 9 FOR 0.2 MILE
 EB4179'(0.3 KM) TO THE JUNCTION OF STATE ROAD 639 (CHRISTIAN STREET),
 EB4179'CONTINUE ON HIGHWAY 1, 52 AND 9 FOR 0.05 MILE (0.08 KM) TO THE
 EB4179'STATION ON THE LEFT NEAR THE SOUTH CORNER OF A WOOD-SIDED HOUSE.
 EB4179'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4179'SIDEWALK, 43.3 FEET (13.2 M) NORTH NORTHWEST OF THE NORTHWEST EDGE OF
 EB4179'THE SIDEWALK, 74.6 FEET (22.7 M) WEST NORTHWEST OF THE SOUTHEAST EDGE
 EB4179'OF THE CURB OF THE HIGHWAY, 11.9 FEET (3.6 M) WEST SOUTHWEST OF THE
 EB4179'SOUTH CORNER OF THE HOUSE, 26.3 FEET (8.0 M) SOUTH SOUTHEAST OF THE
 EB4179'SOUTH CORNER OF THE SOUTHWEST WING OF THE HOUSE, 46.3 FEET (14.1 M)
 EB4179'EAST NORTHEAST OF THE EAST CORNER OF A BRICK HOUSE, 80.4 FEET
 EB4179'(24.5 M) NORTH OF A POWER POLE AM90 WITH GUY WIRE. DESCRIBED BY C.E.
 EB4179'GEOGHEGAN.
 EB4179
 EB4179                          STATION RECOVERY (1994)
 EB4179
 EB4179'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 EB4179'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4178 ***********************************************************************
 EB4178  DESIGNATION -  13 043
 EB4178  PID         -  EB4178
 EB4178  STATE/COUNTY-  SC/CHESTERFIELD
 EB4178  USGS QUAD   -  CHERAW (1971)
 EB4178
 EB4178                         *CURRENT SURVEY CONTROL
 EB4178  ___________________________________________________________________
 EB4178* NAD 83(1986)-  34 41 07.     (N)    079 53 52.     (W)     SCALED    
 EB4178* NAVD 88     -        51.745  (meters)     169.77   (feet)  ADJUSTED  
 EB4178  ___________________________________________________________________
 EB4178  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EB4178  DYNAMIC HT  -          51.696 (meters)     169.61  (feet)  COMP
 EB4178  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 EB4178
 EB4178  VERT ORDER  -  FIRST     CLASS II
 EB4178
 EB4178.The horizontal coordinates were scaled from a topographic map and have
 EB4178.an estimated accuracy of +/- 6 seconds.
 EB4178
 EB4178.The orthometric height was determined by differential leveling
 EB4178.and adjusted by the National Geodetic Survey in June 1994..
 EB4178
 EB4178.The geoid height was determined by GEOID03.
 EB4178
 EB4178.The dynamic height is computed by dividing the NAVD 88
 EB4178.geopotential number by the normal gravity value computed on the
 EB4178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4178.degrees latitude (g = 980.6199 gals.).
 EB4178
 EB4178.The modeled gravity was interpolated from observed gravity values.
 EB4178
 EB4178;                    North         East    Units  Estimated Accuracy
 EB4178;SPC SC       -   316,820.      710,600.      MT  (+/- 180 meters Scaled)
 EB4178
 EB4178                          SUPERSEDED SURVEY CONTROL
 EB4178
 EB4178.No superseded survey control is available for this station.
 EB4178
 EB4178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU009386(NAD 83)
 EB4178_MARKER: DD = SURVEY DISK
 EB4178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4178_SP_SET: CONCRETE POST
 EB4178_STAMPING: 13 043 1993
 EB4178_MARK LOGO: SCGS  
 EB4178_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4178+STABILITY: SURFACE MOTION
 EB4178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4178+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1994
 EB4178
 EB4178  HISTORY     - Date     Condition        Report By
 EB4178  HISTORY     - 1993     MONUMENTED       SCGS
 EB4178  HISTORY     - 19940803 GOOD             SCGS
 EB4178
 EB4178                          STATION DESCRIPTION
 EB4178
 EB4178'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4178'STATION IS LOCATED IN CHERAW. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4178'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4178'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4178'1, 52 AND STATE HIGHWAY 9 (MARKET STREET) IN CHERAW, GO SOUTH
 EB4178'SOUTHWEST ON HIGHWAYS 1 AND 52 FOR 0.3 MILE (0.5 KM) TO A RAILROAD
 EB4178'CROSSING, CONTINUE ON HIGHWAYS 1 AND 52 FOR 0.1 MILE (0.2 KM) TO THE
 EB4178'STATION ON THE LEFT NEAR A MANHOLE COVER AT A STORM DRAIN COVER IN
 EB4178'THE CURB. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 EB4178'FOOT (15.2 CM) ABOVE THE HIGHWAY, 117.7 FEET (35.9 M) NORTH NORTHEAST
 EB4178'OF A POWER POLE 5-1/BQ91 WITH GUY WIRE AND A STREET LIGHT, 10.0 FEET
 EB4178'(3.0 M) EAST SOUTHEAST OF THE WEST EDGE OF THE CURB OF THE HIGHWAY,
 EB4178'11.0 FEET (3.4 M) EAST NORTHEAST OF THE CENTER OF THE MANHOLE COVER,
 EB4178'66.0 FEET (20.1 M) SOUTH SOUTHWEST OF A POWER POLE 4-1/BQ92, 119.0
 EB4178'FEET (36.3 M) NORTHWEST OF THE NORTHWEST CORNER OF THE TALLEST PART
 EB4178'OF A BRICK BUILDING (INA BEARING COMPANY INCORPORATED), 145.0 FEET
 EB4178'(44.2 M) WEST NORTHWEST OF ANOTHER NORTHWEST CORNER OF THE BUILDING,
 EB4178'8.0 FEET (2.4 M) EAST SOUTHEAST OF A WITNESS POST AT A NO PARKING
 EB4178'SIGN POST. DESCRIBED BY C.E. GEOGHEGAN.
 EB4178
 EB4178                          STATION RECOVERY (1994)
 EB4178
 EB4178'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 EB4178'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4168 ***********************************************************************
 EB4168  DESIGNATION -  13 044
 EB4168  PID         -  EB4168
 EB4168  STATE/COUNTY-  SC/CHESTERFIELD
 EB4168  USGS QUAD   -  SOCIETY HILL (1971)
 EB4168
 EB4168                         *CURRENT SURVEY CONTROL
 EB4168  ___________________________________________________________________
 EB4168* NAD 83(1986)-  34 32 46.     (N)    079 52 17.     (W)     SCALED    
 EB4168* NAVD 88     -        44.477  (meters)     145.92   (feet)  ADJUSTED  
 EB4168  ___________________________________________________________________
 EB4168  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EB4168  DYNAMIC HT  -          44.435 (meters)     145.78  (feet)  COMP
 EB4168  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 EB4168
 EB4168  VERT ORDER  -  FIRST     CLASS II
 EB4168
 EB4168.The horizontal coordinates were scaled from a topographic map and have
 EB4168.an estimated accuracy of +/- 6 seconds.
 EB4168
 EB4168.The orthometric height was determined by differential leveling
 EB4168.and adjusted by the National Geodetic Survey in June 1994..
 EB4168
 EB4168.The geoid height was determined by GEOID03.
 EB4168
 EB4168.The dynamic height is computed by dividing the NAVD 88
 EB4168.geopotential number by the normal gravity value computed on the
 EB4168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4168.degrees latitude (g = 980.6199 gals.).
 EB4168
 EB4168.The modeled gravity was interpolated from observed gravity values.
 EB4168
 EB4168;                    North         East    Units  Estimated Accuracy
 EB4168;SPC SC       -   301,410.      713,180.      MT  (+/- 180 meters Scaled)
 EB4168
 EB4168                          SUPERSEDED SURVEY CONTROL
 EB4168
 EB4168.No superseded survey control is available for this station.
 EB4168
 EB4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU035232(NAD 83)
 EB4168_MARKER: DD = SURVEY DISK
 EB4168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4168_SP_SET: CONCRETE POST
 EB4168_STAMPING: 13 044 1993
 EB4168_MARK LOGO: SCGS  
 EB4168_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4168+STABILITY: SURFACE MOTION
 EB4168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4168+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 EB4168
 EB4168  HISTORY     - Date     Condition        Report By
 EB4168  HISTORY     - 1993     MONUMENTED       SCGS
 EB4168  HISTORY     - 20010218 GOOD             USPSQD
 EB4168
 EB4168                          STATION DESCRIPTION
 EB4168
 EB4168'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4168'STATION IS LOCATED 2.75 MILES (4.43 KM) NORTHWEST OF SOCIETY HILL.
 EB4168'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4168'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4168'JUNCTION OF U.S. HIGHWAYS 52, 15, 401 (NORTH MAIN STREET) AND STATE
 EB4168'ROAD 133 (CHURCH STREET) IN SOCIETY HILL, GO NORTH NORTHEAST ON
 EB4168'HIGHWAY 52 FOR 0.75 MILE (1.21 KM) TO THE BRIDGE OVER CEDAR CREEK,
 EB4168'CONTINUE ON HIGHWAY 52 FOR 1.85 MILES (2.98 KM) TO THE STATION IN THE
 EB4168'NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 20 (SOCIETY HILL ROAD).
 EB4168'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET
 EB4168'(1.5 M) ABOVE THE HIGHWAY, 58.0 FEET (17.7 M) WEST OF THE CENTER OF
 EB4168'THE HIGHWAY, 36.6 FEET (11.2 M) EAST NORTHEAST OF THE CENTER OF THE
 EB4168'ROAD, 10.2 FEET (3.1 M) SOUTH SOUTHEAST OF A 1.2-FOOT PINE TREE WITH
 EB4168'A SCGS REFERENCE WASHER ATTACHED, 25.6 FEET (7.8 M) NORTH OF A
 EB4168'TELEPHONE JUNCTION BOX (DOME SHAPED), 170.3 FEET (51.9 M) SOUTHEAST
 EB4168'OF THE EAST CORNER OF A RECTANGULAR BURIED TV CABLE JUNCTION BOX, 1.4
 EB4168'FEET (0.4 M) NORTH NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4168
 EB4168                          STATION RECOVERY (2001)
 EB4168
 EB4168'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4168'SOUTHWEST (NOT NORTHEAST)OF WITNESS POST. 1.2-FOOT PINE TREE CUT DOWN.
 EB4168' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4169 ***********************************************************************
 EB4169  DESIGNATION -  13 045
 EB4169  PID         -  EB4169
 EB4169  STATE/COUNTY-  SC/CHESTERFIELD
 EB4169  USGS QUAD   -  SOCIETY HILL (1971)
 EB4169
 EB4169                         *CURRENT SURVEY CONTROL
 EB4169  ___________________________________________________________________
 EB4169* NAD 83(1986)-  34 33 29.     (N)    079 52 21.     (W)     SCALED    
 EB4169* NAVD 88     -        40.610  (meters)     133.23   (feet)  ADJUSTED  
 EB4169  ___________________________________________________________________
 EB4169  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 EB4169  DYNAMIC HT  -          40.572 (meters)     133.11  (feet)  COMP
 EB4169  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 EB4169
 EB4169  VERT ORDER  -  FIRST     CLASS II
 EB4169
 EB4169.The horizontal coordinates were scaled from a topographic map and have
 EB4169.an estimated accuracy of +/- 6 seconds.
 EB4169
 EB4169.The orthometric height was determined by differential leveling
 EB4169.and adjusted by the National Geodetic Survey in June 1994..
 EB4169
 EB4169.The geoid height was determined by GEOID03.
 EB4169
 EB4169.The dynamic height is computed by dividing the NAVD 88
 EB4169.geopotential number by the normal gravity value computed on the
 EB4169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4169.degrees latitude (g = 980.6199 gals.).
 EB4169
 EB4169.The modeled gravity was interpolated from observed gravity values.
 EB4169
 EB4169;                    North         East    Units  Estimated Accuracy
 EB4169;SPC SC       -   302,730.      713,070.      MT  (+/- 180 meters Scaled)
 EB4169
 EB4169                          SUPERSEDED SURVEY CONTROL
 EB4169
 EB4169.No superseded survey control is available for this station.
 EB4169
 EB4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU034246(NAD 83)
 EB4169_MARKER: DD = SURVEY DISK
 EB4169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4169_SP_SET: CONCRETE POST
 EB4169_STAMPING: 13 045 1993
 EB4169_MARK LOGO: SCGS  
 EB4169_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4169+STABILITY: SURFACE MOTION
 EB4169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4169+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4169
 EB4169  HISTORY     - Date     Condition        Report By
 EB4169  HISTORY     - 1993     MONUMENTED       SCGS
 EB4169
 EB4169                          STATION DESCRIPTION
 EB4169
 EB4169'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4169'STATION IS LOCATED 3.5 MILES (5.6 KM) NORTH NORTHWEST OF SOCIETY HILL,
 EB4169'9.6 MILES (15.4 KM) SOUTH OF CHERAW. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4169'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4169'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4169'52, 15, 401 (NORTH MAIN STREET) AND STATE ROAD 133 (CHURCH STREET) IN
 EB4169'SOCIETY HILL, GO NORTH NORTHEAST ON HIGHWAY 52 FOR 0.75 MILE
 EB4169'(1.21 KM) TO THE BRIDGE OVER CEDAR CREEK, CONTINUE ON HIGHWAY 52 FOR
 EB4169'1.85 MILES (2.98 KM) TO THE JUNCTION OF STATE ROAD 20 (SOCIETY HILL
 EB4169'ROAD), CONTINUE ON HIGHWAY 52 FOR 0.85 MILE (1.37 KM) TO THE STATION
 EB4169'ON THE LEFT NEAR THE NORTHEAST CORNER OF A WOOD-SIDED HOUSE. STATION
 EB4169'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW
 EB4169'THE HIGHWAY, 16.8 FEET (5.1 M) EAST OF THE NORTHEAST CORNER OF THE
 EB4169'EXTENDED PART OF THE HOUSE, 61.7 FEET (18.8 M) WEST OF THE CENTER OF
 EB4169'THE HIGHWAY, 42.8 FEET (13.0 M) SOUTH SOUTHWEST OF A 2.5-FOOT OAK
 EB4169'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 9.2 FEET (2.8 M) NORTH OF
 EB4169'THE NORTHEAST CORNER OF THE HOUSE. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4171 ***********************************************************************
 EB4171  DESIGNATION -  13 046
 EB4171  PID         -  EB4171
 EB4171  STATE/COUNTY-  SC/CHESTERFIELD
 EB4171  USGS QUAD   -  CASH (1972)
 EB4171
 EB4171                         *CURRENT SURVEY CONTROL
 EB4171  ___________________________________________________________________
 EB4171* NAD 83(1986)-  34 35 02.     (N)    079 52 53.     (W)     SCALED    
 EB4171* NAVD 88     -        62.167  (meters)     203.96   (feet)  ADJUSTED  
 EB4171  ___________________________________________________________________
 EB4171  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EB4171  DYNAMIC HT  -          62.108 (meters)     203.77  (feet)  COMP
 EB4171  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 EB4171
 EB4171  VERT ORDER  -  FIRST     CLASS II
 EB4171
 EB4171.The horizontal coordinates were scaled from a topographic map and have
 EB4171.an estimated accuracy of +/- 6 seconds.
 EB4171
 EB4171.The orthometric height was determined by differential leveling
 EB4171.and adjusted by the National Geodetic Survey in June 1994..
 EB4171
 EB4171.The geoid height was determined by GEOID03.
 EB4171
 EB4171.The dynamic height is computed by dividing the NAVD 88
 EB4171.geopotential number by the normal gravity value computed on the
 EB4171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4171.degrees latitude (g = 980.6199 gals.).
 EB4171
 EB4171.The modeled gravity was interpolated from observed gravity values.
 EB4171
 EB4171;                    North         East    Units  Estimated Accuracy
 EB4171;SPC SC       -   305,590.      712,220.      MT  (+/- 180 meters Scaled)
 EB4171
 EB4171                          SUPERSEDED SURVEY CONTROL
 EB4171
 EB4171.No superseded survey control is available for this station.
 EB4171
 EB4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU025274(NAD 83)
 EB4171_MARKER: DD = SURVEY DISK
 EB4171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4171_SP_SET: CONCRETE POST
 EB4171_STAMPING: 13 046 1993
 EB4171_MARK LOGO: SCGS  
 EB4171_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4171+STABILITY: SURFACE MOTION
 EB4171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4171+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4171
 EB4171  HISTORY     - Date     Condition        Report By
 EB4171  HISTORY     - 1993     MONUMENTED       SCGS
 EB4171
 EB4171                          STATION DESCRIPTION
 EB4171
 EB4171'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4171'STATION IS LOCATED 5.3 MILES (8.5 KM) NORTH NORTHWEST OF SOCIETY HILL,
 EB4171'7.75 MILES (12.47 KM) SOUTH OF CHERAW. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4171'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4171'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4171'52 AND 1, 3.0 MILES (4.8 KM) SOUTHWEST OF CHERAW, GO SOUTH ON HIGHWAY
 EB4171'52 FOR 4.8 MILES (7.7 KM) TO THE JUNCTION OF STATE ROAD 494, CONTINUE
 EB4171'ON HIGHWAY 52 FOR 1.05 MILES (1.69 KM) TO BETHEL ROAD RIGHT AND A
 EB4171'PAVED ENTRANCE ROAD LEFT LEADING TO FURR GRADING AND PAVING COMPANY
 EB4171'AND THE STATION IN THE NORTHEAST ANGLE NEAR A POWER POLE IN FRONT OF
 EB4171'A VINYL-SIDED BUILDING. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4171'GROUND AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 49.5 FEET (15.1 M)
 EB4171'EAST OF THE CENTER OF THE HIGHWAY, 7.2 FEET (2.2 M) EAST OF A POWER
 EB4171'POLE WITH A SCGS REFERENCE WASHER ATTACHED AND A GUY WIRE, 90.5 FEET
 EB4171'(27.6 M) WEST OF THE NORTHWEST CORNER OF THE BRICK FOUNDATION OF THE
 EB4171'BUILDING, 42.5 FEET (13.0 M) SOUTHEAST OF THE SOUTH END OF A 1.5-FOOT
 EB4171'CONCRETE PIPE CULVERT BENEATH A FIELD ACCESS PATH, 182.5 FEET
 EB4171'(55.6 M) NORTH OF THE CENTER OF THE PAVED ENTRANCE ROAD. DESCRIBED BY
 EB4171'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4172 ***********************************************************************
 EB4172  DESIGNATION -  13 047
 EB4172  PID         -  EB4172
 EB4172  STATE/COUNTY-  SC/CHESTERFIELD
 EB4172  USGS QUAD   -  CASH (1972)
 EB4172
 EB4172                         *CURRENT SURVEY CONTROL
 EB4172  ___________________________________________________________________
 EB4172* NAD 83(1986)-  34 35 54.     (N)    079 52 51.     (W)     SCALED    
 EB4172* NAVD 88     -        37.106  (meters)     121.74   (feet)  ADJUSTED  
 EB4172  ___________________________________________________________________
 EB4172  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EB4172  DYNAMIC HT  -          37.070 (meters)     121.62  (feet)  COMP
 EB4172  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 EB4172
 EB4172  VERT ORDER  -  FIRST     CLASS II
 EB4172
 EB4172.The horizontal coordinates were scaled from a topographic map and have
 EB4172.an estimated accuracy of +/- 6 seconds.
 EB4172
 EB4172.The orthometric height was determined by differential leveling
 EB4172.and adjusted by the National Geodetic Survey in June 1994..
 EB4172
 EB4172.The geoid height was determined by GEOID03.
 EB4172
 EB4172.The dynamic height is computed by dividing the NAVD 88
 EB4172.geopotential number by the normal gravity value computed on the
 EB4172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4172.degrees latitude (g = 980.6199 gals.).
 EB4172
 EB4172.The modeled gravity was interpolated from observed gravity values.
 EB4172
 EB4172;                    North         East    Units  Estimated Accuracy
 EB4172;SPC SC       -   307,190.      712,250.      MT  (+/- 180 meters Scaled)
 EB4172
 EB4172                          SUPERSEDED SURVEY CONTROL
 EB4172
 EB4172.No superseded survey control is available for this station.
 EB4172
 EB4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU026290(NAD 83)
 EB4172_MARKER: DD = SURVEY DISK
 EB4172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4172_SP_SET: CONCRETE POST
 EB4172_STAMPING: 13 047 1993
 EB4172_MARK LOGO: SCGS  
 EB4172_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4172+STABILITY: SURFACE MOTION
 EB4172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4172+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4172
 EB4172  HISTORY     - Date     Condition        Report By
 EB4172  HISTORY     - 1993     MONUMENTED       SCGS
 EB4172
 EB4172                          STATION DESCRIPTION
 EB4172
 EB4172'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4172'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTH NORTHWEST OF SOCIETY HILL,
 EB4172'7.0 MILES (11.3 KM) SOUTH OF CHERAW. OWNERSHIP--HUBERT DAILEY, ROUTE
 EB4172'2, BOX 681, CHERAW, SC 29520, PHONE 803-537-0429. TO REACH THE
 EB4172'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 1, 3.0 MILES
 EB4172'(4.8 KM) SOUTHWEST OF CHERAW, GO SOUTH ON HIGHWAY 52 FOR 4.8 MILES
 EB4172'(7.7 KM) TO THE STATION NEAR THE SOUTHEAST CORNER OF A MOBILE HOME IN
 EB4172'THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 494. STATION IS A
 EB4172'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 6.6
 EB4172'FEET (2.0 M) EAST OF A SECURITY LIGHT POLE WITH A SCGS REFERENCE
 EB4172'WASHER ATTACHED, 106.0 FEET (32.3 M) WEST SOUTHWEST OF THE CENTER OF
 EB4172'THE ROAD, 16.1 FEET (4.9 M) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER
 EB4172'OF THE HOUSE, 15.8 FEET (4.8 M) SOUTH OF A POWER LINE STUB POLE WITH
 EB4172'AN ELECTRIC METER ATTACHED, 175.0 FEET (53.3 M) NORTHWEST OF THE
 EB4172'CENTER OF THE HIGHWAY. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4173 ***********************************************************************
 EB4173  DESIGNATION -  13 048
 EB4173  PID         -  EB4173
 EB4173  STATE/COUNTY-  SC/CHESTERFIELD
 EB4173  USGS QUAD   -  CASH (1972)
 EB4173
 EB4173                         *CURRENT SURVEY CONTROL
 EB4173  ___________________________________________________________________
 EB4173* NAD 83(1986)-  34 36 31.     (N)    079 52 31.     (W)     SCALED    
 EB4173* NAVD 88     -        39.868  (meters)     130.80   (feet)  ADJUSTED  
 EB4173  ___________________________________________________________________
 EB4173  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EB4173  DYNAMIC HT  -          39.831 (meters)     130.68  (feet)  COMP
 EB4173  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 EB4173
 EB4173  VERT ORDER  -  FIRST     CLASS II
 EB4173
 EB4173.The horizontal coordinates were scaled from a topographic map and have
 EB4173.an estimated accuracy of +/- 6 seconds.
 EB4173
 EB4173.The orthometric height was determined by differential leveling
 EB4173.and adjusted by the National Geodetic Survey in June 1994..
 EB4173
 EB4173.The geoid height was determined by GEOID03.
 EB4173
 EB4173.The dynamic height is computed by dividing the NAVD 88
 EB4173.geopotential number by the normal gravity value computed on the
 EB4173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4173.degrees latitude (g = 980.6199 gals.).
 EB4173
 EB4173.The modeled gravity was interpolated from observed gravity values.
 EB4173
 EB4173;                    North         East    Units  Estimated Accuracy
 EB4173;SPC SC       -   308,340.      712,750.      MT  (+/- 180 meters Scaled)
 EB4173
 EB4173                          SUPERSEDED SURVEY CONTROL
 EB4173
 EB4173.No superseded survey control is available for this station.
 EB4173
 EB4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU031302(NAD 83)
 EB4173_MARKER: DD = SURVEY DISK
 EB4173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4173_SP_SET: CONCRETE POST
 EB4173_STAMPING: 13 048 1993
 EB4173_MARK LOGO: SCGS  
 EB4173_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4173+STABILITY: SURFACE MOTION
 EB4173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4173+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4173
 EB4173  HISTORY     - Date     Condition        Report By
 EB4173  HISTORY     - 1993     MONUMENTED       SCGS
 EB4173
 EB4173                          STATION DESCRIPTION
 EB4173
 EB4173'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4173'STATION IS LOCATED 6.2 MILES (10.0 KM) SOUTH OF CHERAW, 6.8 MILES
 EB4173'(10.9 KM) NORTH NORTHWEST OF SOCIETY HILL. OWNERSHIP--SCDHPT,
 EB4173'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4173'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4173'52 AND 1, 3.0 MILES (4.8 KM) SOUTHWEST OF CHERAW, GO SOUTH ON HIGHWAY
 EB4173'52 FOR 3.8 MILES (6.1 KM) TO THE JUNCTION OF STATE ROAD 759 (CASH
 EB4173'SWAMP ROAD), CONTINUE ON HIGHWAY 52 FOR 0.1 MILE (0.2 KM) TO THE
 EB4173'STATION NEAR THE NORTHEAST CORNER OF A BRICK CHURCH SIGN (CASH
 EB4173'BAPTIST CHURCH) IN THE SOUTHWEST ANGLE OF A GRAVEL ROAD RIGHT LEADING
 EB4173'TO THE CHURCH. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4173'LEVEL WITH THE HIGHWAY, 187.7 FEET (57.2 M) NORTH OF A HISTORICAL
 EB4173'MARKER (CAPTAIN THOMAS ELLERBE), 48.6 FEET (14.8 M) WEST OF THE
 EB4173'CENTER OF THE HIGHWAY, 3.2 FEET (1.0 M) NORTH NORTHWEST OF THE
 EB4173'NORTHEAST CORNER OF THE BRICK BASE OF THE SIGN, 2.2 FEET (0.7 M)
 EB4173'NORTH OF THE NORTH FACE OF THE BRICK BASE OF THE SIGN, 98.0 FEET
 EB4173'(29.9 M) SOUTH OF THE CENTER OF THE DRIVEWAY, 199.9 FEET (60.9 M)
 EB4173'EAST OF THE SOUTHEAST CORNER OF THE CHURCH. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4174 ***********************************************************************
 EB4174  DESIGNATION -  13 049
 EB4174  PID         -  EB4174
 EB4174  STATE/COUNTY-  SC/CHESTERFIELD
 EB4174  USGS QUAD   -  CASH (1972)
 EB4174
 EB4174                         *CURRENT SURVEY CONTROL
 EB4174  ___________________________________________________________________
 EB4174* NAD 83(1986)-  34 37 11.     (N)    079 52 31.     (W)     SCALED    
 EB4174* NAVD 88     -        40.429  (meters)     132.64   (feet)  ADJUSTED  
 EB4174  ___________________________________________________________________
 EB4174  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EB4174  DYNAMIC HT  -          40.390 (meters)     132.51  (feet)  COMP
 EB4174  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 EB4174
 EB4174  VERT ORDER  -  FIRST     CLASS II
 EB4174
 EB4174.The horizontal coordinates were scaled from a topographic map and have
 EB4174.an estimated accuracy of +/- 6 seconds.
 EB4174
 EB4174.The orthometric height was determined by differential leveling
 EB4174.and adjusted by the National Geodetic Survey in June 1994..
 EB4174
 EB4174.The geoid height was determined by GEOID03.
 EB4174
 EB4174.The dynamic height is computed by dividing the NAVD 88
 EB4174.geopotential number by the normal gravity value computed on the
 EB4174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4174.degrees latitude (g = 980.6199 gals.).
 EB4174
 EB4174.The modeled gravity was interpolated from observed gravity values.
 EB4174
 EB4174;                    North         East    Units  Estimated Accuracy
 EB4174;SPC SC       -   309,570.      712,740.      MT  (+/- 180 meters Scaled)
 EB4174
 EB4174                          SUPERSEDED SURVEY CONTROL
 EB4174
 EB4174.No superseded survey control is available for this station.
 EB4174
 EB4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU031314(NAD 83)
 EB4174_MARKER: DD = SURVEY DISK
 EB4174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4174_SP_SET: CONCRETE POST
 EB4174_STAMPING: 13 049 1993
 EB4174_MARK LOGO: SCGS  
 EB4174_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4174+STABILITY: SURFACE MOTION
 EB4174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4174+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4174
 EB4174  HISTORY     - Date     Condition        Report By
 EB4174  HISTORY     - 1993     MONUMENTED       SCGS
 EB4174
 EB4174                          STATION DESCRIPTION
 EB4174
 EB4174'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4174'STATION IS LOCATED 5.3 MILES (8.5 KM) SOUTH OF CHERAW, 7.6 MILES
 EB4174'(12.2 KM) NORTH NORTHWEST OF SOCIETY HILL. OWNERSHIP--SCDHPT,
 EB4174'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4174'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4174'52 AND 1, 3.0 MILES (4.8 KM) SOUTHWEST OF CHERAW, GO SOUTH ON HIGHWAY
 EB4174'52 FOR 3.25 MILES (5.23 KM) TO THE JUNCTION OF STATE ROAD 488 (BECKER
 EB4174'ROAD), TURN LEFT ON ROAD 488 FOR 0.15 MILE (0.24 KM) TO THE STATION
 EB4174'NEAR A POWER POLE IN THE NORTH ANGLE OF THE ENTRANCE DRIVEWAY LEFT TO
 EB4174'THE CASH RURAL FIRE DEPARTMENT. STATION IS A CONCRETE POST FLUSH WITH
 EB4174'THE GROUND AND LEVEL WITH THE ROAD, 21.8 FEET (6.6 M) WEST OF A
 EB4174'1.5-FOOT WILLOW OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 45.5
 EB4174'FEET (13.9 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 3.7 FEET
 EB4174'(1.1 M) NORTHWEST OF THE POWER POLE 39P/2A WITH A TRANSFORMER AND GUY
 EB4174'WIRE, 46.6 FEET (14.2 M) SOUTH SOUTHEAST OF A SECURITY LIGHT POLE,
 EB4174'53.4 FEET (16.3 M) EAST SOUTHEAST OF THE EAST CORNER OF THE FIRE
 EB4174'DEPARTMENT, 44.7 FEET (13.6 M) NORTH OF THE NORTHEAST END OF A
 EB4174'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 10.4 FEET
 EB4174'(3.2 M) SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4175 ***********************************************************************
 EB4175  DESIGNATION -  13 050
 EB4175  PID         -  EB4175
 EB4175  STATE/COUNTY-  SC/CHESTERFIELD
 EB4175  USGS QUAD   -  CHERAW (1971)
 EB4175
 EB4175                         *CURRENT SURVEY CONTROL
 EB4175  ___________________________________________________________________
 EB4175* NAD 83(1986)-  34 37 39.     (N)    079 52 57.     (W)     SCALED    
 EB4175* NAVD 88     -        41.373  (meters)     135.74   (feet)  ADJUSTED  
 EB4175  ___________________________________________________________________
 EB4175  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EB4175  DYNAMIC HT  -          41.334 (meters)     135.61  (feet)  COMP
 EB4175  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 EB4175
 EB4175  VERT ORDER  -  FIRST     CLASS II
 EB4175
 EB4175.The horizontal coordinates were scaled from a topographic map and have
 EB4175.an estimated accuracy of +/- 6 seconds.
 EB4175
 EB4175.The orthometric height was determined by differential leveling
 EB4175.and adjusted by the National Geodetic Survey in June 1994..
 EB4175
 EB4175.The geoid height was determined by GEOID03.
 EB4175
 EB4175.The dynamic height is computed by dividing the NAVD 88
 EB4175.geopotential number by the normal gravity value computed on the
 EB4175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4175.degrees latitude (g = 980.6199 gals.).
 EB4175
 EB4175.The modeled gravity was interpolated from observed gravity values.
 EB4175
 EB4175;                    North         East    Units  Estimated Accuracy
 EB4175;SPC SC       -   310,430.      712,070.      MT  (+/- 180 meters Scaled)
 EB4175
 EB4175                          SUPERSEDED SURVEY CONTROL
 EB4175
 EB4175.No superseded survey control is available for this station.
 EB4175
 EB4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU024323(NAD 83)
 EB4175_MARKER: DD = SURVEY DISK
 EB4175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4175_SP_SET: CONCRETE POST
 EB4175_STAMPING: 13 050 1993
 EB4175_MARK LOGO: SCGS  
 EB4175_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4175+STABILITY: SURFACE MOTION
 EB4175
 EB4175  HISTORY     - Date     Condition        Report By
 EB4175  HISTORY     - 1993     MONUMENTED       SCGS
 EB4175
 EB4175                          STATION DESCRIPTION
 EB4175
 EB4175'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4175'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTH OF CHERAW, 8.2 MILES
 EB4175'(13.2 KM) NORTH NORTHWEST OF SOCIETY HILL. OWNERSHIP--SCDHPT,
 EB4175'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4175'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4175'52 AND 1, 3.0 MILES (4.8 KM) SOUTHWEST OF CHERAW, GO SOUTH ON HIGHWAY
 EB4175'52 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF STATE ROAD 761 (KIMREY
 EB4175'LANE), CONTINUE ON HIGHWAY 52 FOR 0.3 MILE (0.5 KM) TO THE STATION ON
 EB4175'THE LEFT NEAR A POWER POLE BETWEEN TWO MOBILE HOMES ON THE SOUTH SIDE
 EB4175'OF A SMALL MAN-MADE POND. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4175'GROUND AND LEVEL WITH THE HIGHWAY, 25.2 FEET (7.7 M) WEST SOUTHWEST
 EB4175'OF THE SOUTHWEST WOODEN POST OF A PICNIC SHELTER, 58.0 FEET (17.7 M)
 EB4175'EAST OF THE CENTER OF THE HIGHWAY, 58.5 FEET (17.8 M) SOUTH SOUTHEAST
 EB4175'OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A GRASSY
 EB4175'DRIVEWAY TO A MOBILE HOME, 20.7 FEET (6.3 M) NORTH NORTHWEST OF THE
 EB4175'NORTHWEST CORNER OF THE SOUTHERN MOST ONE OF TWO MOBILE HOMES, 2.8
 EB4175'FEET (0.9 M) NORTH OF THE POWER POLE NUMBER 39/125 WITH A TRANSFORMER
 EB4175'AND A GUY WIRE, 63.5 FEET (19.4 M) SOUTH OF THE SOUTHWEST CORNER OF
 EB4175'THE NORTHERN MOST ONE OF TWO MOBILE HOMES, 3.0 FEET (0.9 M) NORTH OF
 EB4175'A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4177 ***********************************************************************
 EB4177  DESIGNATION -  13 051
 EB4177  PID         -  EB4177
 EB4177  STATE/COUNTY-  SC/CHESTERFIELD
 EB4177  USGS QUAD   -  CHERAW (1971)
 EB4177
 EB4177                         *CURRENT SURVEY CONTROL
 EB4177  ___________________________________________________________________
 EB4177* NAD 83(1986)-  34 38 52.     (N)    079 53 39.     (W)     SCALED    
 EB4177* NAVD 88     -        34.556  (meters)     113.37   (feet)  ADJUSTED  
 EB4177  ___________________________________________________________________
 EB4177  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 EB4177  DYNAMIC HT  -          34.523 (meters)     113.26  (feet)  COMP
 EB4177  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 EB4177
 EB4177  VERT ORDER  -  FIRST     CLASS II
 EB4177
 EB4177.The horizontal coordinates were scaled from a topographic map and have
 EB4177.an estimated accuracy of +/- 6 seconds.
 EB4177
 EB4177.The orthometric height was determined by differential leveling
 EB4177.and adjusted by the National Geodetic Survey in June 1994..
 EB4177
 EB4177.The geoid height was determined by GEOID03.
 EB4177
 EB4177.The dynamic height is computed by dividing the NAVD 88
 EB4177.geopotential number by the normal gravity value computed on the
 EB4177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4177.degrees latitude (g = 980.6199 gals.).
 EB4177
 EB4177.The modeled gravity was interpolated from observed gravity values.
 EB4177
 EB4177;                    North         East    Units  Estimated Accuracy
 EB4177;SPC SC       -   312,660.      710,970.      MT  (+/- 180 meters Scaled)
 EB4177
 EB4177                          SUPERSEDED SURVEY CONTROL
 EB4177
 EB4177.No superseded survey control is available for this station.
 EB4177
 EB4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU013345(NAD 83)
 EB4177_MARKER: DD = SURVEY DISK
 EB4177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4177_SP_SET: CONCRETE POST
 EB4177_STAMPING: 13 051 1993
 EB4177_MARK LOGO: SCGS  
 EB4177_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4177+STABILITY: SURFACE MOTION
 EB4177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4177+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4177
 EB4177  HISTORY     - Date     Condition        Report By
 EB4177  HISTORY     - 1993     MONUMENTED       SCGS
 EB4177
 EB4177                          STATION DESCRIPTION
 EB4177
 EB4177'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4177'STATION IS LOCATED 3.6 MILES (5.8 KM) SOUTHWEST OF CHERAW, 9.6 MILES
 EB4177'(15.4 KM) NORTH NORTHWEST OF SOCIETY HILL. OWNERSHIP--CHERAW STATE
 EB4177'PARK. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND
 EB4177'1, 3.0 MILES (4.8 KM) SOUTHWEST OF CHERAW, GO SOUTH ON HIGHWAY 52 FOR
 EB4177'1.0 MILE (1.6 KM) TO THE STATION IN THE WEST ANGLE OF AN ENTRANCE
 EB4177'ROAD RIGHT LEADING TO THE CHERAW STATE PARK. STATION IS A CONCRETE
 EB4177'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 24.2 FEET
 EB4177'(7.4 M) NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD, 79.5 FEET
 EB4177'(24.2 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 7.7 FEET (2.3 M)
 EB4177'NORTHWEST OF THE MIDDLE ONE OF THREE PLASTIC IRRIGATION CONTROL VALVE
 EB4177'COVERS, 19.4 FEET (5.9 M) NORTH NORTHEAST OF A METAL SECURITY LIGHT
 EB4177'POLE SXR53, 40.6 FEET (12.4 M) SOUTH SOUTHWEST OF THE WEST CORNER OF
 EB4177'A METAL DRAIN GRATE, 42.2 FEET (12.9 M) NORTHWEST OF THE SOUTHWEST
 EB4177'END OF A STONE BASE OF THE STATE PARK SIGN. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0091 ***********************************************************************
 ED0091  DESIGNATION -  13 3
 ED0091  PID         -  ED0091
 ED0091  STATE/COUNTY-  SC/GREENVILLE
 ED0091  USGS QUAD   -  TAYLORS (1983)
 ED0091
 ED0091                         *CURRENT SURVEY CONTROL
 ED0091  ___________________________________________________________________
 ED0091* NAD 83(1986)-  34 54 36.     (N)    082 20 14.     (W)     SCALED    
 ED0091* NAVD 88     -       305.803  (meters)    1003.29   (feet)  ADJUSTED  
 ED0091  ___________________________________________________________________
 ED0091  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 ED0091  DYNAMIC HT  -         305.491 (meters)    1002.27  (feet)  COMP
 ED0091  MODELED GRAV-     979,606.6   (mgal)                       NAVD 88
 ED0091
 ED0091  VERT ORDER  -  FIRST     CLASS II
 ED0091
 ED0091.The horizontal coordinates were scaled from a topographic map and have
 ED0091.an estimated accuracy of +/- 6 seconds.
 ED0091
 ED0091.The orthometric height was determined by differential leveling
 ED0091.and adjusted by the National Geodetic Survey in June 1991..
 ED0091
 ED0091.The geoid height was determined by GEOID03.
 ED0091
 ED0091.The dynamic height is computed by dividing the NAVD 88
 ED0091.geopotential number by the normal gravity value computed on the
 ED0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0091.degrees latitude (g = 980.6199 gals.).
 ED0091
 ED0091.The modeled gravity was interpolated from observed gravity values.
 ED0091
 ED0091;                    North         East    Units  Estimated Accuracy
 ED0091;SPC SC       -   342,000.      487,390.      MT  (+/- 180 meters Scaled)
 ED0091
 ED0091                          SUPERSEDED SURVEY CONTROL
 ED0091
 ED0091  NGVD 29 (??/??/92)  305.885  (m)         1003.56   (f) ADJ UNCH    1 2
 ED0091
 ED0091.Superseded values are not recommended for survey control.
 ED0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0091.See file dsdata.txt to determine how the superseded data were derived.
 ED0091
 ED0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU778638(NAD 83)
 ED0091_MARKER: Z = SEE DESCRIPTION
 ED0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0091_SP_SET: HEADWALL
 ED0091_STAMPING: S.C.H.D. 13
 ED0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0091+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED0091
 ED0091  HISTORY     - Date     Condition        Report By
 ED0091  HISTORY     - UNK      MONUMENTED       SCHD
 ED0091  HISTORY     - 1933     GOOD             NGS
 ED0091  HISTORY     - 20000719 MARK NOT FOUND   SCGS
 ED0091  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 ED0091
 ED0091                          STATION DESCRIPTION
 ED0091
 ED0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0091'2.2 MI W FROM TAYLORS.
 ED0091'ABOUT 2.2 MILES WEST ALONG THE SOUTHERN RAILWAY FROM TAYLORS,
 ED0091'GREENVILLE COUNTY, ABOUT 440 FEET NORTHEAST OF MILEPOST 478,
 ED0091'ABOUT 100 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH-BOUND
 ED0091'MAIN TRACK, ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 29, AND IN THE
 ED0091'TOP OF THE CENTER OF AN 18-INCH HEAD WALL.  A BRASS PIN, MARKED
 ED0091'S.C.H.D. 13.
 ED0091
 ED0091                          STATION RECOVERY (2000)
 ED0091
 ED0091'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0091'NOT RECOVERED, NO HEADWALL FOUND ONLY RIP-RAP.  RECOVERY BY D.L.
 ED0091'BRECHLIN.
 ED0091
 ED0091                          STATION RECOVERY (2004)
 ED0091
 ED0091'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0045 ***********************************************************************
 DF0045  DESIGNATION -  13 744
 DF0045  PID         -  DF0045
 DF0045  STATE/COUNTY-  SC/MCCORMICK
 DF0045  USGS QUAD   -  CLARKS HILL (1986)
 DF0045
 DF0045                         *CURRENT SURVEY CONTROL
 DF0045  ___________________________________________________________________
 DF0045* NAD 83(1986)-  33 39 20.     (N)    082 09 44.     (W)     SCALED    
 DF0045* NAVD 88     -       111.800  (meters)     366.80   (feet)  ADJUSTED  
 DF0045  ___________________________________________________________________
 DF0045  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DF0045  DYNAMIC HT  -         111.682 (meters)     366.41  (feet)  COMP
 DF0045  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 DF0045
 DF0045  VERT ORDER  -  FIRST     CLASS II
 DF0045
 DF0045.The horizontal coordinates were scaled from a topographic map and have
 DF0045.an estimated accuracy of +/- 6 seconds.
 DF0045
 DF0045.The orthometric height was determined by differential leveling
 DF0045.and adjusted by the National Geodetic Survey in June 1991..
 DF0045
 DF0045.The geoid height was determined by GEOID03.
 DF0045
 DF0045.The dynamic height is computed by dividing the NAVD 88
 DF0045.geopotential number by the normal gravity value computed on the
 DF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0045.degrees latitude (g = 980.6199 gals.).
 DF0045
 DF0045.The modeled gravity was interpolated from observed gravity values.
 DF0045
 DF0045;                    North         East    Units  Estimated Accuracy
 DF0045;SPC SC       -   202,680.      501,820.      MT  (+/- 180 meters Scaled)
 DF0045
 DF0045                          SUPERSEDED SURVEY CONTROL
 DF0045
 DF0045  NGVD 29 (??/??/92)  112.016  (m)          367.51   (f) ADJ UNCH    1 2
 DF0045
 DF0045.Superseded values are not recommended for survey control.
 DF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0045.See file dsdata.txt to determine how the superseded data were derived.
 DF0045
 DF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT922245(NAD 83)
 DF0045_MARKER: S = SPIKE
 DF0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0045_SP_SET: RETAINING WALL SUPPORT
 DF0045_PROJECTION: FLUSH
 DF0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0045
 DF0045  HISTORY     - Date     Condition        Report By
 DF0045  HISTORY     - UNK      MONUMENTED       SCHD
 DF0045  HISTORY     - 1933     GOOD             NGS
 DF0045  HISTORY     - 19970715 MARK NOT FOUND   SCGS
 DF0045
 DF0045                          STATION DESCRIPTION
 DF0045
 DF0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0045'0.6 MI N FROM MERIWETHER.
 DF0045'0.6 MILE NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0045'FROM MERIWETHER, MCCORMICK COUNTY, 528 FEET NORTHEAST OF MILEPOST
 DF0045'22, AT THE UNDERPASS OF STATE HIGHWAY 28, 9 FEET SOUTHEAST OF THE
 DF0045'SOUTHEAST RAIL, AND IN THE TOP OF A CREOSOTE-TREATED PILE OF A
 DF0045'RETAINING WALL.  A RAILROAD SPIKE.
 DF0045
 DF0045                          STATION RECOVERY (1997)
 DF0045
 DF0045'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0045'NOT RECOVERED, RETAINING WALL GONE.  RECOVERY BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1492 ***********************************************************************
 DE1492  DESIGNATION -  13 A
 DE1492  PID         -  DE1492
 DE1492  STATE/COUNTY-  SC/BERKELEY
 DE1492  USGS QUAD   -  CROSS (1987)
 DE1492
 DE1492                         *CURRENT SURVEY CONTROL
 DE1492  ___________________________________________________________________
 DE1492* NAD 83(1986)-  33 19 50.     (N)    080 09 07.     (W)     SCALED    
 DE1492* NAVD 88     -        25.075  (meters)      82.27   (feet)  ADJUSTED  
 DE1492  ___________________________________________________________________
 DE1492  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE1492  DYNAMIC HT  -          25.049 (meters)      82.18  (feet)  COMP
 DE1492  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 DE1492
 DE1492  VERT ORDER  -  FIRST     CLASS II
 DE1492
 DE1492.The horizontal coordinates were scaled from a topographic map and have
 DE1492.an estimated accuracy of +/- 6 seconds.
 DE1492
 DE1492.The orthometric height was determined by differential leveling
 DE1492.and adjusted by the National Geodetic Survey in June 1991..
 DE1492
 DE1492.The geoid height was determined by GEOID03.
 DE1492
 DE1492.The dynamic height is computed by dividing the NAVD 88
 DE1492.geopotential number by the normal gravity value computed on the
 DE1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1492.degrees latitude (g = 980.6199 gals.).
 DE1492
 DE1492.The modeled gravity was interpolated from observed gravity values.
 DE1492
 DE1492;                    North         East    Units  Estimated Accuracy
 DE1492;SPC SC       -   166,360.      688,540.      MT  (+/- 180 meters Scaled)
 DE1492
 DE1492                          SUPERSEDED SURVEY CONTROL
 DE1492
 DE1492  NGVD 29 (03/21/89)   25.373  (m)           83.24   (f) ADJUSTED    1 2
 DE1492
 DE1492.Superseded values are not recommended for survey control.
 DE1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1492.See file dsdata.txt to determine how the superseded data were derived.
 DE1492
 DE1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS789882(NAD 83)
 DE1492_MARKER: DB = BENCH MARK DISK
 DE1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1492_SP_SET: CONCRETE POST
 DE1492_STAMPING: 1977 - NO. 13-A
 DE1492_MARK LOGO: SCSC  
 DE1492_PROJECTION: RECESSED 7 CENTIMETERS
 DE1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1492+STABILITY: SURFACE MOTION
 DE1492
 DE1492  HISTORY     - Date     Condition        Report By
 DE1492  HISTORY     - 1977     MONUMENTED       SCSC
 DE1492  HISTORY     - 1985     GOOD             SCGS
 DE1492
 DE1492                          STATION DESCRIPTION
 DE1492
 DE1492'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1492'IN CROSS.
 DE1492'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1492'CROSS POST OFFICE, SET NEAR A CHAIN LINK FENCE SURROUNDING A ONE-STORY
 DE1492'WOOD HOUSE IN THE SOUTH ANGLE OF THE JUNCTION OF COUNTY ROAD S-8-971,
 DE1492'28.1 METERS (92.19 FEET) WEST-SOUTHWEST OF THE WEST CORNER OF A SMALL
 DE1492'BUILDING WITH A RED BRICK FACE (OLD POST OFFICE), 29.6 METERS (97.11
 DE1492'FEET) NORTHWEST OF POWER POLE AAA1 WITH TWO TRANSFORMERS, 19.75 METERS
 DE1492'(64.8 FEET) NORTH-NORTHEAST OF THE NORTH CORNER OF THE HOUSE,
 DE1492'7.6 METERS (24.93 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 DE1492'COUNTY ROAD, 13.6 METERS (44.62 FEET) SOUTHEAST OF THE CENTERLINE OF
 DE1492'THE HIGHWAY.
 DE1492'THE MARK IS 0.16 METERS  NE FROM A WITNESS POST.
 DE1492'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 WA0088 ***********************************************************************
 WA0088  DESIGNATION -  13 GNH
 WA0088  PID         -  WA0088
 WA0088  STATE/COUNTY-  SC/BAMBERG
 WA0088  USGS QUAD   -  LODGE (1982)
 WA0088
 WA0088                         *CURRENT SURVEY CONTROL
 WA0088  ___________________________________________________________________
 WA0088* NAD 83(1986)-  33 04 58.     (N)    080 58 59.     (W)     SCALED    
 WA0088* NAVD 88     -        33.684  (meters)     110.51   (feet)  ADJUSTED  
 WA0088  ___________________________________________________________________
 WA0088  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 WA0088  DYNAMIC HT  -          33.648 (meters)     110.39  (feet)  COMP
 WA0088  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 WA0088
 WA0088  VERT ORDER  -  FIRST     CLASS II
 WA0088
 WA0088.The horizontal coordinates were scaled from a topographic map and have
 WA0088.an estimated accuracy of +/- 6 seconds.
 WA0088
 WA0088.The orthometric height was determined by differential leveling
 WA0088.and adjusted by the National Geodetic Survey in September 1998..
 WA0088
 WA0088.The geoid height was determined by GEOID03.
 WA0088
 WA0088.The dynamic height is computed by dividing the NAVD 88
 WA0088.geopotential number by the normal gravity value computed on the
 WA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 WA0088.degrees latitude (g = 980.6199 gals.).
 WA0088
 WA0088.The modeled gravity was interpolated from observed gravity values.
 WA0088
 WA0088;                    North         East    Units  Estimated Accuracy
 WA0088;SPC SC       -   138,560.      611,180.      MT  (+/- 180 meters Scaled)
 WA0088
 WA0088                          SUPERSEDED SURVEY CONTROL
 WA0088
 WA0088.No superseded survey control is available for this station.
 WA0088
 WA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS015604(NAD 83)
 WA0088_MARKER: DD = SURVEY DISK
 WA0088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 WA0088_SP_SET: CULVERT HEADWALL
 WA0088_STAMPING: 111 13 GNH 1976
 WA0088_MARK LOGO: USGS  
 WA0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 WA0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0088+STABILITY: SURFACE MOTION
 WA0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0088+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 WA0088
 WA0088  HISTORY     - Date     Condition        Report By
 WA0088  HISTORY     - 1976     MONUMENTED       USGS
 WA0088  HISTORY     - 19950105 GOOD             SCGS
 WA0088
 WA0088                          STATION DESCRIPTION
 WA0088
 WA0088'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 WA0088'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTHWEST OF LODGE.
 WA0088'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 WA0088'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 WA0088'JUNCTION OF STATE HIGHWAY 64 (FRANKLIN STREET) AND U.S.  HIGHWAY 601
 WA0088'(BROADWAY STREET) IN EHRHARDT, GO EAST ON HIGHWAY 64 FOR 1.15 MILES
 WA0088'(1.85 KM) TO THE JUNCTION OF STATE ROAD 459, CONTINUE ON HIGHWAY 64
 WA0088'FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT IN AN IRRIGATION
 WA0088'CULVERT HEADWALL, 0.3 MILE (0.5 KM) NORTHWEST OF THE BAMBERG/COLLETON
 WA0088'COUNTY LINE.  STATION IS A DRILL MARK IN THE HEADWALL AND LEVEL WITH
 WA0088'THE HIGHWAY, 24.5 FEET (7.5 M) NORTH NORTHEAST OF THE CENTER OF THE
 WA0088'HIGHWAY, 1.0 FOOT (0.3 M) SOUTHEAST OF THE NORTHWEST END OF THE
 WA0088'HEADWALL.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1265 ***********************************************************************
 DD1265  DESIGNATION -  13 MEA
 DD1265  PID         -  DD1265
 DD1265  STATE/COUNTY-  SC/BERKELEY
 DD1265  USGS QUAD   -  ST STEPHENS (1990)
 DD1265
 DD1265                         *CURRENT SURVEY CONTROL
 DD1265  ___________________________________________________________________
 DD1265* NAD 83(1986)-  33 24 20.     (N)    079 54 41.     (W)     SCALED    
 DD1265* NAVD 88     -        23.555  (meters)      77.28   (feet)  ADJUSTED  
 DD1265  ___________________________________________________________________
 DD1265  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DD1265  DYNAMIC HT  -          23.531 (meters)      77.20  (feet)  COMP
 DD1265  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 DD1265
 DD1265  VERT ORDER  -  FIRST     CLASS II
 DD1265
 DD1265.The horizontal coordinates were scaled from a topographic map and have
 DD1265.an estimated accuracy of +/- 6 seconds.
 DD1265
 DD1265.The orthometric height was determined by differential leveling
 DD1265.and adjusted by the National Geodetic Survey in June 1991..
 DD1265
 DD1265.The geoid height was determined by GEOID03.
 DD1265
 DD1265.The dynamic height is computed by dividing the NAVD 88
 DD1265.geopotential number by the normal gravity value computed on the
 DD1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1265.degrees latitude (g = 980.6199 gals.).
 DD1265
 DD1265.The modeled gravity was interpolated from observed gravity values.
 DD1265
 DD1265;                    North         East    Units  Estimated Accuracy
 DD1265;SPC SC       -   174,890.      710,850.      MT  (+/- 180 meters Scaled)
 DD1265
 DD1265                          SUPERSEDED SURVEY CONTROL
 DD1265
 DD1265  NGVD 29 (03/21/89)   23.855  (m)           78.26   (f) ADJUSTED    1 2
 DD1265
 DD1265.Superseded values are not recommended for survey control.
 DD1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1265.See file dsdata.txt to determine how the superseded data were derived.
 DD1265
 DD1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS012967(NAD 83)
 DD1265_MARKER: DD = SURVEY DISK
 DD1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1265_SP_SET: CONCRETE POST
 DD1265_STAMPING: 79 13 MEA 1981
 DD1265_MARK LOGO: USGS  
 DD1265_PROJECTION: FLUSH
 DD1265_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1265+STABILITY: SURFACE MOTION
 DD1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1265+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1995
 DD1265
 DD1265  HISTORY     - Date     Condition        Report By
 DD1265  HISTORY     - 1981     MONUMENTED       USGS
 DD1265  HISTORY     - 1984     GOOD             SCGS
 DD1265  HISTORY     - 19950905 GOOD             SCGS
 DD1265
 DD1265                          STATION DESCRIPTION
 DD1265
 DD1265'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1265'IN ST STEPHEN.
 DD1265'1.3 KILOMETERS (0.8 MILE) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1265'POST OFFICE IN ST. STEPHEN, SET IN THE SOUTHWEST CORNER OF THE SUNSET
 DD1265'MEMORIAL CEMETARY, 49.75 METERS (163.22 FEET) WEST-SOUTHWEST OF 8 140
 DD1265'SCGS, 54.5 METERS (178.81 FEET) WEST OF THE APPROXIMATE CENTER OF THE
 DD1265'ENTRANCE DRIVE TO THE CEMETARY, 16.65 METERS (54.63 FEET) NORTH OF THE
 DD1265'CENTERLINE OF THE HIGHWAY, 11.5 METERS (37.73 FEET) SOUTHWEST OF THE
 DD1265'HEADSTONE WITH THE MARKINGS OF TAYLOR, 0.9 METER (2.95 FEET) SOUTH OF
 DD1265'AN OLD RAILROAD TIE WITH A WITNESS POST ATTACHED.
 DD1265'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1265
 DD1265                          STATION RECOVERY (1995)
 DD1265
 DD1265'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DD1265'STATION IS LOCATED 0.8 MILE (1.3 KM) EAST OF ST.  STEPHEN.
 DD1265'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD1265'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD1265'JUNCTION OF U.S.  HIGHWAY 52 (BYRNES DRIVE) AND STATE HIGHWAY 45
 DD1265'(CHURCH STREET/SANTEE RIVER ROAD) IN ST.  STEPHENS, GO EAST OF HIGHWAY
 DD1265'45 FOR 0.8 MILE (1.3 KM) TO THE STATION NEAR THE WARD HEADSTONE AT THE
 DD1265'SOUTHWEST CORNER OF THE SUNSET MEMORIAL CEMETERY. STATION IS A
 DD1265'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 54.2
 DD1265'FEET (16.5 M) NORTH OF THE CENTER OF THE HIGHWAY, 179.5 FEET (54.7 M)
 DD1265'WEST OF THE CENTER OF THE ENTRANCE DRIVEWAY, 163.2 FEET (49.7 M) WEST
 DD1265'OF SURVEY MARK 8 140, 37.1 FEET (11.3 M) WEST SOUTHWEST OF THE
 DD1265'SOUTHWEST CORNER OF THE WARD HEADSTONE, 3.0 FEET (0.9 M) SOUTH OF A
 DD1265'WITNESS POST ATTACHED TO A WOOD POST (OLD FENCE POST) . RECOVERED BY
 DD1265'R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0238 ***********************************************************************
 DE0238  DESIGNATION -  130
 DE0238  PID         -  DE0238
 DE0238  STATE/COUNTY-  SC/DORCHESTER
 DE0238  USGS QUAD   -  REEVESVILLE (1982)
 DE0238
 DE0238                         *CURRENT SURVEY CONTROL
 DE0238  ___________________________________________________________________
 DE0238* NAD 83(1986)-  33 13 21.     (N)    080 42 52.     (W)     SCALED    
 DE0238* NAVD 88     -        39.64   (+/-2cm)     130.1    (feet)  VERTCON   
 DE0238  ___________________________________________________________________
 DE0238  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DE0238
 DE0238  VERT ORDER  -  ? (See Below)
 DE0238
 DE0238.The horizontal coordinates were scaled from a topographic map and have
 DE0238.an estimated accuracy of +/- 6 seconds.
 DE0238
 DE0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0238.The vertical order pertains to the NGVD 29 superseded value.
 DE0238
 DE0238.The geoid height was determined by GEOID03.
 DE0238
 DE0238;                    North         East    Units  Estimated Accuracy
 DE0238;SPC SC       -   154,090.      636,210.      MT  (+/- 180 meters Scaled)
 DE0238
 DE0238                          SUPERSEDED SURVEY CONTROL
 DE0238
 DE0238  NGVD 29 (??/??/92)   39.948  (m)          131.06   (f) ADJ UNCH    ?  
 DE0238
 DE0238.Superseded values are not recommended for survey control.
 DE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0238.See file dsdata.txt to determine how the superseded data were derived.
 DE0238
 DE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS266759(NAD 83)
 DE0238_MARKER: P = PIPE CAP
 DE0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0238_STAMPING: 130 1919
 DE0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0238
 DE0238  HISTORY     - Date     Condition        Report By
 DE0238  HISTORY     - 1919     MONUMENTED       USGS
 DE0238  HISTORY     - 1959     MARK NOT FOUND   NGS
 DE0238  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 DE0238  HISTORY     - 20020905 MARK NOT FOUND   SCGS
 DE0238
 DE0238                          STATION DESCRIPTION
 DE0238
 DE0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DE0238'AT DORANGE.
 DE0238'NO EVIDENCE OF THE MARK WAS FOUND.  AT DORANGE, ON THE SOUTHERN
 DE0238'RAILWAY, ABOUT 150 FEET NORTHWEST OF THE STATION, AT A ROAD CROSSING,
 DE0238'90 FEET NORTH OF THE CENTERLINE OF THE TRACK, 35 FEET WEST OF THE
 DE0238'CENTERLINE OF THE ROAD, AND AT THE DORCHESTER-ORANGEBURG COUNTY
 DE0238'LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DE0238'130 1919 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING
 DE0238'3 FEET ABOVE GROUND.  NOTE-- IN 1934, THIS MARK WAS REPORTED TO BE
 DE0238'LOOSE AND REMOVABLE.
 DE0238
 DE0238                          STATION RECOVERY (1995)
 DE0238
 DE0238'RECOVERY NOTE BY US POWER SQUADRON 1995
 DE0238'MARK NOT FOUND.
 DE0238
 DE0238                          STATION RECOVERY (2002)
 DE0238
 DE0238'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE0238'NOT RECOVERED,  SEARCHED 10 MINUTES WITH NO RESULTS, AREA HAD CHANGED
 DE0238'DUE TO
 DE0238'RAILROAD MAINTENANCE AND RIGHT OF WAY MAINTENANCE, PRESUMED DESTROYED.
 DE0238'RECOVERY BY T. HALL.
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238' 
 DE0238'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0925 ***********************************************************************
 DE0925  DESIGNATION -  130
 DE0925  PID         -  DE0925
 DE0925  STATE/COUNTY-  SC/BARNWELL
 DE0925  USGS QUAD   -  MILLETT (1989)
 DE0925
 DE0925                         *CURRENT SURVEY CONTROL
 DE0925  ___________________________________________________________________
 DE0925* NAD 83(1986)-  33 06 29.     (N)    081 36 07.     (W)     SCALED    
 DE0925* NAVD 88     -        39.35   (+/-2cm)     129.1    (feet)  VERTCON   
 DE0925  ___________________________________________________________________
 DE0925  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DE0925
 DE0925  VERT ORDER  -  ? (See Below)
 DE0925
 DE0925.The horizontal coordinates were scaled from a topographic map and have
 DE0925.an estimated accuracy of +/- 6 seconds.
 DE0925
 DE0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0925.The vertical order pertains to the NGVD 29 superseded value.
 DE0925
 DE0925.The geoid height was determined by GEOID03.
 DE0925
 DE0925;                    North         East    Units  Estimated Accuracy
 DE0925;SPC SC       -   141,530.      553,420.      MT  (+/- 180 meters Scaled)
 DE0925
 DE0925                          SUPERSEDED SURVEY CONTROL
 DE0925
 DE0925  NGVD 29 (??/??/92)   39.615  (m)          129.97   (f) ADJ UNCH    ?  
 DE0925
 DE0925.Superseded values are not recommended for survey control.
 DE0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0925.See file dsdata.txt to determine how the superseded data were derived.
 DE0925
 DE0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS438634(NAD 83)
 DE0925_MARKER: P = PIPE CAP
 DE0925_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0925_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0925_STAMPING: 130
 DE0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0925
 DE0925  HISTORY     - Date     Condition        Report By
 DE0925  HISTORY     - UNK      MONUMENTED       USGS
 DE0925  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0925
 DE0925                          STATION DESCRIPTION
 DE0925
 DE0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0925'0.6 MI SE FROM HATTIEVILLE.
 DE0925'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE OR IN MAY 1958.
 DE0925'0.6 MILE SOUTHEAST ALONG THE CHARLESTON AND WESTERN CAROLINA
 DE0925'RAILWAY FROM HATTIEVILLE, ALLENDALE COUNTY, 210 FEET WEST OF
 DE0925'MILEPOST 33, AT A ROAD CROSSING, 25 FEET SOUTH OF THE TRACK, AND
 DE0925'12 FEET EAST OF THE ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD CAP,
 DE0925'STAMPED 130 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5638 ***********************************************************************
 CK5638  DESIGNATION -  1300
 CK5638  PID         -  CK5638
 CK5638  STATE/COUNTY-  SC/BEAUFORT
 CK5638  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5638
 CK5638                         *CURRENT SURVEY CONTROL
 CK5638  ___________________________________________________________________
 CK5638* NAD 83(2001)-  32 06 04.25995(N)    080 51 26.76029(W)     ADJUSTED  
 CK5638* NAVD 88     -         1.85   (+/-2cm)       6.1    (feet)  VERTCON   
 CK5638  ___________________________________________________________________
 CK5638  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CK5638  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 CK5638
 CK5638  HORZ ORDER  -  THIRD
 CK5638  VERT ORDER  -  THIRD ? (See Below)
 CK5638
 CK5638.The horizontal coordinates were established by classical geodetic methods
 CK5638.and adjusted by the National Geodetic Survey in March 2004..
 CK5638
 CK5638.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5638.The vertical order pertains to the NGVD 29 superseded value.
 CK5638
 CK5638.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5638
 CK5638.The geoid height was determined by GEOID03.
 CK5638
 CK5638;                    North         East     Units Scale Factor Converg.
 CK5638;SPC SC       -    29,717.019   623,058.955   MT  1.00016423   +0 04 44.5
 CK5638;SPC SC       -    97,496.78  2,044,156.68   iFT  1.00016423   +0 04 44.5
 CK5638;UTM  17      - 3,551,660.084   513,451.373   MT  0.99960223   +0 04 32.7
 CK5638
 CK5638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5638!SPC SC       -   1.00000466  x   1.00016423  =   1.00016889
 CK5638!UTM  17      -   1.00000466  x   0.99960223  =   0.99960689
 CK5638
 CK5638                          SUPERSEDED SURVEY CONTROL
 CK5638
 CK5638  NAD 83(1986)-  32 06 04.27649(N)    080 51 26.78282(W) AD(       ) 3
 CK5638  NGVD 29 (10/19/90)    2.13   (m)            7.0    (f) LEVELING    3  
 CK5638
 CK5638.Superseded values are not recommended for survey control.
 CK5638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5638.See file dsdata.txt to determine how the superseded data were derived.
 CK5638
 CK5638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1345151660(NAD 83)
 CK5638_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5638_SETTING: 0 = UNSPECIFIED SETTING
 CK5638_STAMPING: 1300 1988
 CK5638_MARK LOGO: SCCC  
 CK5638_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5638+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5638
 CK5638  HISTORY     - Date     Condition        Report By
 CK5638  HISTORY     - 1988     MONUMENTED       SCCC
 CK5638  HISTORY     - 20030528 MARK NOT FOUND   SCGS
 CK5638
 CK5638                          STATION DESCRIPTION
 CK5638
 CK5638'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5638'7.0 FEET SOUTHWEST OF 36-INCH OAK TREE) (LOCATED IN FRONT OF HOTEL,
 CK5638'6.5 FEET EAST OF 30-INCH OAK TREE, 16.3 FEET NORTHWEST OF 20-INCH
 CK5638'MAGNOLIA TREE AND 7.0 FEET SOUTHWEST OF 36-INCH OAK TREE), GO WEST
 CK5638'FOR 4000 FEET ON THE BEACH TO THE STATION ON THE RIGHT.  MARKER IS
 CK5638'10.0 FEET EAST NORTHEAST OF THE 8-INCH OAK TREE AND 7.3 FEET SOUTH
 CK5638'SOUTHEAST OF THE 20-INCH PINE TREE.  MARK IS PROJECTING 0.2 FEET
 CK5638'ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5638'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5638'PIPE SURROUNDED BY CONCRETE.
 CK5638
 CK5638                          STATION RECOVERY (2003)
 CK5638
 CK5638'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5638'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5638'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5638'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY BEACH
 CK5638'EROSION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5639 ***********************************************************************
 CK5639  DESIGNATION -  1320
 CK5639  PID         -  CK5639
 CK5639  STATE/COUNTY-  SC/BEAUFORT
 CK5639  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5639
 CK5639                         *CURRENT SURVEY CONTROL
 CK5639  ___________________________________________________________________
 CK5639* NAD 83(2001)-  32 06 19.40379(N)    080 51 07.15972(W)     ADJUSTED  
 CK5639* NAVD 88     -         2.62   (+/-2cm)       8.6    (feet)  VERTCON   
 CK5639  ___________________________________________________________________
 CK5639  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CK5639  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CK5639
 CK5639  HORZ ORDER  -  THIRD
 CK5639  VERT ORDER  -  THIRD ? (See Below)
 CK5639
 CK5639.The horizontal coordinates were established by classical geodetic methods
 CK5639.and adjusted by the National Geodetic Survey in March 2004..
 CK5639
 CK5639.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5639.The vertical order pertains to the NGVD 29 superseded value.
 CK5639
 CK5639.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5639
 CK5639.The geoid height was determined by GEOID03.
 CK5639
 CK5639;                    North         East     Units Scale Factor Converg.
 CK5639;SPC SC       -    30,184.284   623,572.283   MT  1.00016225   +0 04 55.4
 CK5639;SPC SC       -    99,029.80  2,045,840.82   iFT  1.00016225   +0 04 55.4
 CK5639;UTM  17      - 3,552,127.057   513,964.440   MT  0.99960240   +0 04 43.2
 CK5639
 CK5639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5639!SPC SC       -   1.00000454  x   1.00016225  =   1.00016679
 CK5639!UTM  17      -   1.00000454  x   0.99960240  =   0.99960694
 CK5639
 CK5639                          SUPERSEDED SURVEY CONTROL
 CK5639
 CK5639  NAD 83(1986)-  32 06 19.42019(N)    080 51 07.18209(W) AD(       ) 3
 CK5639  NGVD 29 (10/19/90)    2.90   (m)            9.5    (f) LEVELING    3  
 CK5639
 CK5639.Superseded values are not recommended for survey control.
 CK5639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5639.See file dsdata.txt to determine how the superseded data were derived.
 CK5639
 CK5639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1396452127(NAD 83)
 CK5639_MARKER: P = PIPE CAP
 CK5639_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5639_STAMPING: 1320 1988
 CK5639_MARK LOGO: SCCC  
 CK5639_PROJECTION: RECESSED 5 CENTIMETERS
 CK5639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5639+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 CK5639
 CK5639  HISTORY     - Date     Condition        Report By
 CK5639  HISTORY     - 1988     MONUMENTED       SCCC
 CK5639  HISTORY     - 20030528 GOOD             SCGS
 CK5639
 CK5639                          STATION DESCRIPTION
 CK5639
 CK5639'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5639'7.0 FEET SOUTHWEST OF 36-INCH OAK TREE) (LOCATED IN FRONT OF HOTEL,
 CK5639'6.5 FEET EAST OF 30-INCH OAK TREE, 16.3 FEET NORTHWEST OF 20-INCH
 CK5639'MAGNOLIA TREE AND 7.0 FEET SOUTHWEST OF 36-INCH OAK TREE), GO WEST
 CK5639'FOR 2000 FEET ON THE BEACH TO THE STATION ON THE RIGHT.  MARKER IS
 CK5639'28.5 FEET NORTHEAST OF THE TWIN OAK TREE, 5.0 FEET SOUTH SOUTHEAST OF
 CK5639'THE TRIPLE OAK TREE AND 48.0 FEET NORTH NORTHWEST OF THE WOODEN
 CK5639'BULKHEAD.  MARK IS PROJECTING 0.1 FEET ABOVE THE SURFACE OF THE
 CK5639'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5639'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5639
 CK5639                          STATION RECOVERY (2003)
 CK5639
 CK5639'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5639'STATION IS LOCATED ON DAUFUSKIE ISLAND, 24.8 MILES SOUTH SOUTHWEST OF
 CK5639'BEAUFORT. OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL. TO REACH THE
 CK5639'STATION FROM THE CLOCK TOWER-BAGGAGE PICK-UP AND DROP-OFF  CENTER AT
 CK5639'THE DAUFUSKIE ISLAND HAIG POINT LANDING, GO SOUTHWEST ON THE MAIN
 CK5639'ISLAND ROAD FOR 0.05 MILE TO A SMALL TRAFFIC CIRCLE JUNCTION OF HAIG
 CK5639'POINT ROAD  AHEAD AND LIGHTHOUSE LANE LEFT, CONTINUE ON AHEAD ON HAIG
 CK5639'POINT ROAD FOR 2.2 MILES TO A  GUARD GATE EXIT OF HAIG POINT NEAR THE
 CK5639'EQUESTRIAN CENTER, CONTINUE AHEAD THROUGH THE  GUARD GATE FOR 0.15
 CK5639'MILE TO THE JUNCTION OF HAIG POINT ROAD LEFT AND OLD HAIG POINT ROAD
 CK5639'RIGHT, TURN LEFT ON HAIG POINT ROAD FOR 0.15 MILE TO GUARD SHACK,
 CK5639'AFTER GAINING  PERMISSION/ACCESS CONTINUE AHEAD FOR 0.25 MILE TO A
 CK5639'TRAFFIC CIRCLE, BEAR RIGHT ON  MARTINANGEL LANE FOR 0.3 MILE TO THE
 CK5639'JUNCTION OF CAPTAIN MONROE LANE LEFT, TURN LEFT ON  CAPTAIN MONROE
 CK5639'LANE FOR 0.55 MILE TO THE T-JUNCTION OF APRIL WAY, TURN RIGHT ON APRIL
 CK5639'WAY FOR 0.05 MILE TO THE STATION ON THE LEFT NEAR THE 17TH GREEN OF A
 CK5639'JACK NICHOLAS GOLF  COURSE AND ACROSS FROM WOODEN HOUSE NUMBER 46.
 CK5639'STATION IS AN ALUMINUM  PIPE CAP ATTACHED TO A PVC PIPE IMBEDDED IN
 CK5639'THE GROUND AND  SURROUNDED BY A 0.5 FOOT PVC PIPE RECESSED 0.2 FOOT,
 CK5639'33.2 FEET SOUTH OF THE  SOUTHEAST CORNER OF A METAL DRAIN GRATE, 28.8
 CK5639'FEET EAST NORTHEAST OF A  3.2-FOOT PIN OAK TREE, 4.5 FEET SOUTH
 CK5639'SOUTHEAST OF A 3.5-FOOT MULTI-TRUNKED PIN  OAK TREE, 2.1 FEET SOUTH
 CK5639'SOUTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG6091 ***********************************************************************
 DG6091  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6091  DESIGNATION -  13211 D
 DG6091  PID         -  DG6091
 DG6091  STATE/COUNTY-  SC/BEAUFORT
 DG6091  USGS QUAD   -  BEAUFORT (1998)
 DG6091
 DG6091                         *CURRENT SURVEY CONTROL
 DG6091  ___________________________________________________________________
 DG6091* NAD 83(2001)-  32 24 36.13926(N)    080 44 08.70742(W)     ADJUSTED  
 DG6091* NAVD 88     -         4.49   (meters)      14.7    (feet)  GPS OBS   
 DG6091  ___________________________________________________________________
 DG6091  X           -     867,693.512 (meters)                     COMP
 DG6091  Y           -  -5,319,499.781 (meters)                     COMP
 DG6091  Z           -   3,398,890.513 (meters)                     COMP
 DG6091  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DG6091  ELLIP HEIGHT-         -27.19  (meters)          (06/28/04) GPS OBS
 DG6091  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 DG6091
 DG6091  HORZ ORDER  -  FIRST
 DG6091  ELLP ORDER  -  FOURTH    CLASS I
 DG6091
 DG6091.The horizontal coordinates were established by GPS observations
 DG6091.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 DG6091
 DG6091.The orthometric height was determined by GPS observations and a
 DG6091.high-resolution geoid model using precise GPS observation and
 DG6091.processing techniques.
 DG6091
 DG6091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6091
 DG6091.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6091
 DG6091.The ellipsoidal height was determined by GPS observations
 DG6091.and is referenced to NAD 83.
 DG6091
 DG6091.The geoid height was determined by GEOID03.
 DG6091
 DG6091;                    North         East     Units Scale Factor Converg.
 DG6091;SPC SC       -    63,992.181   634,458.647   MT  1.00003289   +0 08 47.4
 DG6091;SPC SC       -   209,948.10  2,081,557.24   iFT  1.00003289   +0 08 47.4
 DG6091;UTM  17      - 3,585,917.573   524,847.951   MT  0.99960761   +0 08 29.9
 DG6091
 DG6091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6091!SPC SC       -   1.00000427  x   1.00003289  =   1.00003716
 DG6091!UTM  17      -   1.00000427  x   0.99960761  =   0.99961188
 DG6091
 DG6091                          SUPERSEDED SURVEY CONTROL
 DG6091
 DG6091  NAD 83(1986)-  32 24 36.15021(N)    080 44 08.71503(W) AD(       ) 1
 DG6091
 DG6091.Superseded values are not recommended for survey control.
 DG6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6091.See file dsdata.txt to determine how the superseded data were derived.
 DG6091
 DG6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2484885918(NAD 83)
 DG6091_MARKER: P = PIPE CAP
 DG6091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DG6091_STAMPING: 1993 13211 D
 DG6091_MARK LOGO: SCDHPT
 DG6091_PROJECTION: RECESSED 5 CENTIMETERS
 DG6091_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6091+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 DG6091_ROD/PIPE-DEPTH:  0.9 meters
 DG6091
 DG6091  HISTORY     - Date     Condition        Report By
 DG6091  HISTORY     - 19930101 MONUMENTED       SCDHPT
 DG6091  HISTORY     - 20030805 GOOD             SCGS
 DG6091  HISTORY     - 20060625 GOOD             USPSQD
 DG6091  HISTORY     - 20060627 GOOD             WARDED
 DG6091
 DG6091                          STATION DESCRIPTION
 DG6091
 DG6091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG6091'STATION IS LOCATED 4.0 MILES WEST SOUTHWEST OF BEAUFORT.
 DG6091'OWNERSHIP--SCDOT, DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191,
 DG6091'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DG6091'JUNCTION OF STATE HIGHWAYS 280 (PARRIS ISLAND  GATEWAY) AND 170
 DG6091'(ROBERT SMALLS PARKWAY), 3.4 MILES WEST OF BEAUFORT, GO  SOUTH
 DG6091'SOUTHWEST ON HIGHWAY 280 FOR 1.15 MILES TO THE JUNCTION OF A PAVED
 DG6091'ROAD  (FOREST FIELD ROAD), TURN RIGHT ON THE PAVED ROAD FOR 0.15 MILE
 DG6091'TO THE STATION  ON THE RIGHT IN THE EAST ANGLE OF THE JUNCTION OF A
 DG6091'PAVED ROAD (CLYDESDALE  CIRCLE). STATION IS A CONCRETE POST RECESSED
 DG6091'0.2 FOOT AND 0.5 FOOT BELOW FOREST FIELD ROAD,  24.4 FEET NORTHEAST OF
 DG6091'THE CENTER OF FOREST FIELD ROAD, 76.2 FEET SOUTHEAST OF THE  CENTER OF
 DG6091'CLYDESDALE CIRCLE, 93.3 FEET SOUTHEAST OF A STOP SIGN POST, 65.7 FEET
 DG6091'SOUTH SOUTHWEST OF A 2.0-FOOT OAK TREE, 97.4 FEET EAST NORTHEAST OF
 DG6091'THE  NORTHEAST CORNER OF A WOOD HOUSE NUMBER 3130, 131.6 FEET
 DG6091'NORTHWEST OF THE  NORTHEAST END OF A 1.4-FOOT CONCRETE PIPE CULVERT
 DG6091'BENEATH FOREST FIELD ROAD. RECOVERED BY R.P. MCKEOWN.
 DG6091
 DG6091                          STATION RECOVERY (2006)
 DG6091
 DG6091'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 DG6091'MARKER IS NOW RECESSED APPROX 6 INCHES BELOW THICK GRASS AND SOD.
 DG6091'LOCATED BY TAPE MEASUREMENT FROM STOP SIGN, SWINGING ARC AND PROBING
 DG6091'WITH THIN METAL ROD. GPS ALSO NARROWED SEARCH AREA.
 DG6091
 DG6091                          STATION RECOVERY (2006)
 DG6091
 DG6091'RECOVERY NOTE BY WARD EDWARDS INCORPORATED 2006 (MSH)
 DG6091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG6092 ***********************************************************************
 DG6092  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6092  DESIGNATION -  13211 E
 DG6092  PID         -  DG6092
 DG6092  STATE/COUNTY-  SC/BEAUFORT
 DG6092  USGS QUAD   -  BEAUFORT (1998)
 DG6092
 DG6092                         *CURRENT SURVEY CONTROL
 DG6092  ___________________________________________________________________
 DG6092* NAD 83(2001)-  32 23 10.83652(N)    080 44 33.30954(W)     ADJUSTED  
 DG6092* NAVD 88     -         4.78   (meters)      15.7    (feet)  GPS OBS   
 DG6092  ___________________________________________________________________
 DG6092  X           -     867,285.551 (meters)                     COMP
 DG6092  Y           -  -5,320,993.023 (meters)                     COMP
 DG6092  Z           -   3,396,672.029 (meters)                     COMP
 DG6092  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DG6092  ELLIP HEIGHT-         -26.91  (meters)          (06/28/04) GPS OBS
 DG6092  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 DG6092
 DG6092  HORZ ORDER  -  FIRST
 DG6092  ELLP ORDER  -  FOURTH    CLASS I
 DG6092
 DG6092.The horizontal coordinates were established by GPS observations
 DG6092.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 DG6092
 DG6092.The orthometric height was determined by GPS observations and a
 DG6092.high-resolution geoid model using precise GPS observation and
 DG6092.processing techniques.
 DG6092
 DG6092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6092
 DG6092.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6092
 DG6092.The ellipsoidal height was determined by GPS observations
 DG6092.and is referenced to NAD 83.
 DG6092
 DG6092.The geoid height was determined by GEOID03.
 DG6092
 DG6092;                    North         East     Units Scale Factor Converg.
 DG6092;SPC SC       -    61,362.817   633,822.304   MT  1.00004196   +0 08 33.8
 DG6092;SPC SC       -   201,321.58  2,079,469.50   iFT  1.00004196   +0 08 33.8
 DG6092;UTM  17      - 3,583,289.393   524,211.659   MT  0.99960723   +0 08 16.4
 DG6092
 DG6092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6092!SPC SC       -   1.00000423  x   1.00004196  =   1.00004619
 DG6092!UTM  17      -   1.00000423  x   0.99960723  =   0.99961145
 DG6092
 DG6092:                Primary Azimuth Mark                     Grid Az
 DG6092:SPC SC       -  13211 F                                  118 46 06.6
 DG6092:UTM  17      -  13211 F                                  118 46 24.0
 DG6092
 DG6092|---------------------------------------------------------------------|
 DG6092| PID    Reference Object                     Distance      Geod. Az  |
 DG6092|                                                           dddmmss.s |
 DG6092| DG6093 13211 F                             APPROX. 0.6 KM 1185440.4 |
 DG6092|---------------------------------------------------------------------|
 DG6092
 DG6092                          SUPERSEDED SURVEY CONTROL
 DG6092
 DG6092  NAD 83(1986)-  32 23 10.84751(N)    080 44 33.31715(W) AD(       ) 1
 DG6092
 DG6092.Superseded values are not recommended for survey control.
 DG6092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6092.See file dsdata.txt to determine how the superseded data were derived.
 DG6092
 DG6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2421283289(NAD 83)
 DG6092_MARKER: P = PIPE CAP
 DG6092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DG6092_STAMPING: 1993 13211 E
 DG6092_MARK LOGO: SCDHPT
 DG6092_PROJECTION: RECESSED 5 CENTIMETERS
 DG6092_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6092+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 DG6092_ROD/PIPE-DEPTH:  0.9 meters
 DG6092
 DG6092  HISTORY     - Date     Condition        Report By
 DG6092  HISTORY     - 19930101 MONUMENTED       SCDHPT
 DG6092  HISTORY     - 20030805 GOOD             SCGS
 DG6092  HISTORY     - 20060625 GOOD             USPSQD
 DG6092
 DG6092                          STATION DESCRIPTION
 DG6092
 DG6092'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG6092'STATION IS LOCATED 5.2 MILES SOUTHWEST OF BEAUFORT. OWNERSHIP--SCDOT,
 DG6092'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DG6092'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DG6092'802 (SAVANNAH HIGHWAY) AND  280 (PARRIS ISLAND GATEWAY), 5.0 MILES
 DG6092'SOUTHWEST OF BEAUFORT, GO WEST SOUTHWEST ON  HIGHWAY 802 FOR 0.5 MILE
 DG6092'TO THE STATION ON THE LEFT IN FRONT OF SHELL POINT ELEMENTARY  SCHOOL.
 DG6092'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE
 DG6092'HIGHWAY, 49.3 FEET  SOUTHWEST OF THE CENTER OF THE HIGHWAY, 1.3 FEET
 DG6092'SOUTHWEST OF THE SOUTHWEST EDGE  OF A SIDEWALK, 81.2 FEET NORTHWEST OF
 DG6092'A POWER POLE NUMBER 15 WITH SECURITY LIGHT, 30.6  FEET EAST SOUTHEAST
 DG6092'OF THE EAST CORNER OF THE CONCRETE BASE FOR A SIGN (SHELL POINT
 DG6092'ELEMENTARY SCHOOL), 70.0 FEET NORTH OF A FLAG POLE. NOTE-STATION IS
 DG6092'INTERVISIBLE WITH SURVEY STATION 13211 F. RECOVERED BY R.P. MCKEOWN.
 DG6092
 DG6092                          STATION RECOVERY (2006)
 DG6092
 DG6092'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 DG6092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG6093 ***********************************************************************
 DG6093  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6093  DESIGNATION -  13211 F
 DG6093  PID         -  DG6093
 DG6093  STATE/COUNTY-  SC/BEAUFORT
 DG6093  USGS QUAD   -  BEAUFORT (1998)
 DG6093
 DG6093                         *CURRENT SURVEY CONTROL
 DG6093  ___________________________________________________________________
 DG6093* NAD 83(2001)-  32 23 01.14020(N)    080 44 12.62002(W)     ADJUSTED  
 DG6093* NAVD 88     -         6.13   (meters)      20.1    (feet)  GPS OBS   
 DG6093  ___________________________________________________________________
 DG6093  X           -     867,845.205 (meters)                     COMP
 DG6093  Y           -  -5,321,065.009 (meters)                     COMP
 DG6093  Z           -   3,396,420.519 (meters)                     COMP
 DG6093  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DG6093  ELLIP HEIGHT-         -25.57  (meters)          (06/28/04) GPS OBS
 DG6093  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 DG6093
 DG6093  HORZ ORDER  -  FIRST
 DG6093  ELLP ORDER  -  FOURTH    CLASS I
 DG6093
 DG6093.The horizontal coordinates were established by GPS observations
 DG6093.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 DG6093
 DG6093.The orthometric height was determined by GPS observations and a
 DG6093.high-resolution geoid model using precise GPS observation and
 DG6093.processing techniques.
 DG6093
 DG6093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6093
 DG6093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6093
 DG6093.The ellipsoidal height was determined by GPS observations
 DG6093.and is referenced to NAD 83.
 DG6093
 DG6093.The geoid height was determined by GEOID03.
 DG6093
 DG6093;                    North         East     Units Scale Factor Converg.
 DG6093;SPC SC       -    61,065.484   634,363.857   MT  1.00004300   +0 08 45.2
 DG6093;SPC SC       -   200,346.08  2,081,246.25   iFT  1.00004300   +0 08 45.2
 DG6093;UTM  17      - 3,582,992.143   524,752.951   MT  0.99960756   +0 08 27.4
 DG6093
 DG6093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6093!SPC SC       -   1.00000401  x   1.00004300  =   1.00004701
 DG6093!UTM  17      -   1.00000401  x   0.99960756  =   0.99961157
 DG6093
 DG6093:                Primary Azimuth Mark                     Grid Az
 DG6093:SPC SC       -  13211 E                                  298 46 06.3
 DG6093:UTM  17      -  13211 E                                  298 46 24.1
 DG6093
 DG6093|---------------------------------------------------------------------|
 DG6093| PID    Reference Object                     Distance      Geod. Az  |
 DG6093|                                                           dddmmss.s |
 DG6093| DG6092 13211 E                             APPROX. 0.6 KM 2985451.5 |
 DG6093|---------------------------------------------------------------------|
 DG6093
 DG6093                          SUPERSEDED SURVEY CONTROL
 DG6093
 DG6093  NAD 83(1986)-  32 23 01.15126(N)    080 44 12.62790(W) AD(       ) 1
 DG6093
 DG6093.Superseded values are not recommended for survey control.
 DG6093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6093.See file dsdata.txt to determine how the superseded data were derived.
 DG6093
 DG6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2475382992(NAD 83)
 DG6093_MARKER: P = PIPE CAP
 DG6093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DG6093_STAMPING: 1993 13211 F
 DG6093_MARK LOGO: SCDHPT
 DG6093_PROJECTION: FLUSH
 DG6093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6093+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 DG6093_ROD/PIPE-DEPTH:  0.9 meters
 DG6093
 DG6093  HISTORY     - Date     Condition        Report By
 DG6093  HISTORY     - 19930101 MONUMENTED       SCDHPT
 DG6093  HISTORY     - 20030805 GOOD             SCGS
 DG6093  HISTORY     - 20060624 GOOD             USPSQD
 DG6093  HISTORY     - 20060625 GOOD             USPSQD
 DG6093
 DG6093                          STATION DESCRIPTION
 DG6093
 DG6093'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG6093'STATION IS LOCATED 5.1 MILES SOUTHWEST OF BEAUFORT. OWNERSHIP--SCDOT,
 DG6093'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DG6093'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DG6093'802 (SAVANNAH HIGHWAY) AND  280 (PARRIS ISLAND GATEWAY), 5.0 MILES
 DG6093'SOUTHWEST OF BEAUFORT, GO WEST SOUTHWEST ON  HIGHWAY 802 FOR 0.1 MILE
 DG6093'TO THE STATION ON THE RIGHT NEAR A STUCCO SIGN (SHELL POINT  PLAZA).
 DG6093'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 DG6093'THE  HIGHWAY, 22.5 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE HIGHWAY
 DG6093'SIDEWALK,  27.3 FEET SOUTHEAST OF THE EAST CORNER OF A STUCCO SIGN,
 DG6093'32.8 FEET WEST  NORTHWEST OF THE WEST CORNER OF A CONCRETE CURB FOR A
 DG6093'PARKING LOT, 78.4 FEET  NORTHWEST OF THE CENTER OF THE ENTRANCE DRIVE.
 DG6093'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 13211 E. RECOVERED BY
 DG6093'R.P. MCKEOWN.
 DG6093
 DG6093                          STATION RECOVERY (2006)
 DG6093
 DG6093'RECOVERY NOTE BY US POWER SQUADRON 2006 (ELS)
 DG6093'RECOVERED IN GOOD CONDITION.
 DG6093
 DG6093                          STATION RECOVERY (2006)
 DG6093
 DG6093'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 DG6093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0336 ***********************************************************************
 DE0336  DESIGNATION -  133
 DE0336  PID         -  DE0336
 DE0336  STATE/COUNTY-  SC/SUMTER
 DE0336  USGS QUAD   -  WEDGEFIELD (1982)
 DE0336
 DE0336                         *CURRENT SURVEY CONTROL
 DE0336  ___________________________________________________________________
 DE0336* NAD 83(1986)-  33 53 06.     (N)    080 33 16.     (W)     SCALED    
 DE0336* NAVD 88     -        40.24   (+/-2cm)     132.0    (feet)  VERTCON   
 DE0336  ___________________________________________________________________
 DE0336  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DE0336
 DE0336  VERT ORDER  -  ? (See Below)
 DE0336
 DE0336.The horizontal coordinates were scaled from a topographic map and have
 DE0336.an estimated accuracy of +/- 6 seconds.
 DE0336
 DE0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0336.The vertical order pertains to the NGVD 29 superseded value.
 DE0336
 DE0336.The geoid height was determined by GEOID03.
 DE0336
 DE0336;                    North         East    Units  Estimated Accuracy
 DE0336;SPC SC       -   227,610.      650,810.      MT  (+/- 180 meters Scaled)
 DE0336
 DE0336                          SUPERSEDED SURVEY CONTROL
 DE0336
 DE0336  NGVD 29 (??/??/92)   40.519  (m)          132.94   (f) ADJ UNCH    ?  
 DE0336
 DE0336.Superseded values are not recommended for survey control.
 DE0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0336.See file dsdata.txt to determine how the superseded data were derived.
 DE0336
 DE0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT412494(NAD 83)
 DE0336_MARKER: P = PIPE CAP
 DE0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0336_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0336_STAMPING: 133 1918
 DE0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0336
 DE0336  HISTORY     - Date     Condition        Report By
 DE0336  HISTORY     - 1918     MONUMENTED       USGS
 DE0336  HISTORY     - 1960     MARK NOT FOUND   NGS
 DE0336  HISTORY     - 1978     MARK NOT FOUND   USGS
 DE0336
 DE0336                          STATION DESCRIPTION
 DE0336
 DE0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0336'AT FOXVILLE.
 DE0336'AT FOXVILLE (FORMERLY CAMDEN JUNCTION), SUMTER COUNTY, ON THE
 DE0336'ATLANTIC COAST LINE RAILROAD, 13 FEET WEST OF THE NORTHWEST
 DE0336'CORNER OF THE FRONT PORCH OF THE STATION, IN THE SOUTHWEST
 DE0336'QUARTER OF THE CROSSING OF THE SOUTHERN RAILWAY, 40 FEET SOUTHWEST
 DE0336'OF THE CENTER OF THE CROSSING, AND 18 FEET SOUTH OF THE SOUTH
 DE0336'RAIL OF THE A.C.L.R.R.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DE0336'CAP, STAMPED 133 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 DE0336'IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 DE0336
 DE0336                          STATION RECOVERY (1978)
 DE0336
 DE0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DE0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0054 ***********************************************************************
 DE0054  DESIGNATION -  133
 DE0054  PID         -  DE0054
 DE0054  STATE/COUNTY-  SC/CLARENDON
 DE0054  USGS QUAD   -  TEARCOAT BRANCH (1983)
 DE0054
 DE0054                         *CURRENT SURVEY CONTROL
 DE0054  ___________________________________________________________________
 DE0054* NAD 83(1986)-  33 46 50.     (N)    080 14 15.     (W)     SCALED    
 DE0054* NAVD 88     -        40.389  (meters)     132.51   (feet)  ADJUSTED  
 DE0054  ___________________________________________________________________
 DE0054  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DE0054  DYNAMIC HT  -          40.348 (meters)     132.38  (feet)  COMP
 DE0054  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 DE0054
 DE0054  VERT ORDER  -  FIRST     CLASS II
 DE0054
 DE0054.The horizontal coordinates were scaled from a topographic map and have
 DE0054.an estimated accuracy of +/- 6 seconds.
 DE0054
 DE0054.The orthometric height was determined by differential leveling
 DE0054.and adjusted by the National Geodetic Survey in June 1991..
 DE0054
 DE0054.The geoid height was determined by GEOID03.
 DE0054
 DE0054.The dynamic height is computed by dividing the NAVD 88
 DE0054.geopotential number by the normal gravity value computed on the
 DE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0054.degrees latitude (g = 980.6199 gals.).
 DE0054
 DE0054.The modeled gravity was interpolated from observed gravity values.
 DE0054
 DE0054;                    North         East    Units  Estimated Accuracy
 DE0054;SPC SC       -   216,200.      680,210.      MT  (+/- 180 meters Scaled)
 DE0054
 DE0054                          SUPERSEDED SURVEY CONTROL
 DE0054
 DE0054  NGVD 29 (03/21/89)   40.681  (m)          133.47   (f) ADJUSTED    1 2
 DE0054
 DE0054.Superseded values are not recommended for survey control.
 DE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0054.See file dsdata.txt to determine how the superseded data were derived.
 DE0054
 DE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT705380(NAD 83)
 DE0054_MARKER: P = PIPE CAP
 DE0054_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0054_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0054_STAMPING: 133 1918
 DE0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0054
 DE0054  HISTORY     - Date     Condition        Report By
 DE0054  HISTORY     - 1918     MONUMENTED       USGS
 DE0054  HISTORY     - 1961     GOOD             NGS
 DE0054  HISTORY     - 1978     MARK NOT FOUND   USGS
 DE0054  HISTORY     - 20041028 MARK NOT FOUND   SCGS
 DE0054
 DE0054                          STATION DESCRIPTION
 DE0054
 DE0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0054'2.6 MI SE FROM BROGDON.
 DE0054'ABOUT 2.55 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0054'FROM THE CROSSING OF A BLACK TOP ROAD AT BROGDON, 6.2 FEET
 DE0054'NORTHEAST OF THE NORTHEAST RAIL, 5 1/2 FEET WEST-SOUTHWEST OF
 DE0054'MILEPOST 371, 19 1/2 FEET NORTHWEST OF A WHISTLE POST, BETWEEN
 DE0054'TELEPHONE POLES 2050 AND 2051, ABOUT 1/2 FOOT BELOW THE LEVEL OF
 DE0054'THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 DE0054'5 INCHES.
 DE0054
 DE0054                          STATION RECOVERY (1978)
 DE0054
 DE0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DE0054'MARK NOT FOUND.
 DE0054
 DE0054                          STATION RECOVERY (2004)
 DE0054
 DE0054'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE0054'NOT RECOVERED,  A 30 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS,
 DE0054'RIGHT OF WAY  RAILROAD MAINTENANCE HAS PROBABLY DESTROYED THE STATION,
 DE0054'PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3470 ***********************************************************************
 DH3470  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3470  DESIGNATION -  133
 DH3470  PID         -  DH3470
 DH3470  STATE/COUNTY-  SC/CLARENDON
 DH3470  USGS QUAD   -  SAINT PAUL (1987)
 DH3470
 DH3470                         *CURRENT SURVEY CONTROL
 DH3470  ___________________________________________________________________
 DH3470* NAD 83(2001)-  33 30 33.71000(N)    080 26 50.64716(W)     ADJUSTED  
 DH3470* NAVD 88     -        27.55   (meters)      90.4    (feet)  GPS OBS   
 DH3470  ___________________________________________________________________
 DH3470  X           -     883,449.383 (meters)                     COMP
 DH3470  Y           -  -5,249,675.634 (meters)                     COMP
 DH3470  Z           -   3,501,198.091 (meters)                     COMP
 DH3470  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DH3470  ELLIP HEIGHT-          -4.00  (meters)          (05/06/05) GPS OBS
 DH3470  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DH3470
 DH3470  HORZ ORDER  -  FIRST
 DH3470  ELLP ORDER  -  FOURTH    CLASS II
 DH3470
 DH3470.The horizontal coordinates were established by GPS observations
 DH3470.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DH3470
 DH3470.The orthometric height was determined by GPS observations and a
 DH3470.high-resolution geoid model using precise GPS observation and
 DH3470.processing techniques.
 DH3470
 DH3470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3470
 DH3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3470
 DH3470.The ellipsoidal height was determined by GPS observations
 DH3470.and is referenced to NAD 83.
 DH3470
 DH3470.The geoid height was determined by GEOID03.
 DH3470
 DH3470;                    North         East     Units Scale Factor Converg.
 DH3470;SPC SC       -   186,002.901   660,932.644   MT  0.99979753   +0 18 22.9
 DH3470;SPC SC       -   610,245.74  2,168,414.19   iFT  0.99979753   +0 18 22.9
 DH3470;UTM  17      - 3,707,894.025   551,323.059   MT  0.99963247   +0 18 18.3
 DH3470
 DH3470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3470!SPC SC       -   1.00000063  x   0.99979753  =   0.99979816
 DH3470!UTM  17      -   1.00000063  x   0.99963247  =   0.99963310
 DH3470
 DH3470                          SUPERSEDED SURVEY CONTROL
 DH3470
 DH3470.No superseded survey control is available for this station.
 DH3470
 DH3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT5132307894(NAD 83)
 DH3470_MARKER: DD = SURVEY DISK
 DH3470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3470_STAMPING: 1977 133
 DH3470_MARK LOGO: SCPA  
 DH3470_PROJECTION: RECESSED 10 CENTIMETERS
 DH3470_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3470+STABILITY: SURFACE MOTION
 DH3470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3470+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 DH3470
 DH3470  HISTORY     - Date     Condition        Report By
 DH3470  HISTORY     - 19770101 MONUMENTED       SCPA
 DH3470  HISTORY     - 20031119 GOOD             SCGS
 DH3470  HISTORY     - 20050211 GOOD             SCGS
 DH3470
 DH3470                          STATION DESCRIPTION
 DH3470
 DH3470'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DH3470'STATION IS LOCATED 2.1 MILES NORTHEAST OF SANTEE, 18.7 MILES SOUTHWEST
 DH3470'OF MANNING, 23.6  MILES EAST OF ORANGEBURG. OWNERSHIP--SCDOT, DIRECTOR
 DH3470'OF PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 DH3470'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DH3470'INTERSTATE 95 (EXIT 98) AND STATE  HIGHWAY 6 IN SANTEE, GO NORTHEAST
 DH3470'ON INTERSTATE 95 FOR 2.1 MILES TO THE STATION ON  THE LEFT NEAR THE
 DH3470'EAST CORNER OF THE SOUTHBOUND BRIDGE OVER LAKE MARION. STATION IS A
 DH3470'CONCRETE POST RECESSED 0.3 FOOT AND LEVEL WITH THE HIGHWAY, 2.8 FEET
 DH3470'NORTHEAST OF THE EAST CORNER OF THE BRIDGE WINGWALL, 2.4 FEET
 DH3470'NORTHEAST OF A  WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DH3470'STATION 134. RECOVERED BY R.P. MCKEOWN
 DH3470
 DH3470                          STATION RECOVERY (2005)
 DH3470
 DH3470'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DH3470'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3219 ***********************************************************************
 DH3219  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3219  DESIGNATION -  134
 DH3219  PID         -  DH3219
 DH3219  STATE/COUNTY-  SC/ORANGEBURG
 DH3219  USGS QUAD   -  SAINT PAUL (1987)
 DH3219
 DH3219                         *CURRENT SURVEY CONTROL
 DH3219  ___________________________________________________________________
 DH3219* NAD 83(2001)-  33 30 03.22915(N)    080 27 29.48052(W)     ADJUSTED  
 DH3219* NAVD 88     -        37.23   (meters)     122.1    (feet)  GPS OBS   
 DH3219  ___________________________________________________________________
 DH3219  X           -     882,548.285 (meters)                     COMP
 DH3219  Y           -  -5,250,361.054 (meters)                     COMP
 DH3219  Z           -   3,500,420.390 (meters)                     COMP
 DH3219  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DH3219  ELLIP HEIGHT-           5.69  (meters)          (05/06/05) GPS OBS
 DH3219  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DH3219
 DH3219  HORZ ORDER  -  FIRST
 DH3219  ELLP ORDER  -  FOURTH    CLASS II
 DH3219
 DH3219.The horizontal coordinates were established by GPS observations
 DH3219.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DH3219
 DH3219.The orthometric height was determined by GPS observations and a
 DH3219.high-resolution geoid model using precise GPS observation and
 DH3219.processing techniques.
 DH3219
 DH3219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3219
 DH3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3219
 DH3219.The ellipsoidal height was determined by GPS observations
 DH3219.and is referenced to NAD 83.
 DH3219
 DH3219.The geoid height was determined by GEOID03.
 DH3219
 DH3219;                    North         East     Units Scale Factor Converg.
 DH3219;SPC SC       -   185,058.705   659,935.531   MT  0.99979796   +0 18 01.4
 DH3219;SPC SC       -   607,147.98  2,165,142.82   iFT  0.99979796   +0 18 01.4
 DH3219;UTM  17      - 3,706,950.008   550,326.091   MT  0.99963122   +0 17 56.6
 DH3219
 DH3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3219!SPC SC       -   0.99999911  x   0.99979796  =   0.99979707
 DH3219!UTM  17      -   0.99999911  x   0.99963122  =   0.99963033
 DH3219
 DH3219|---------------------------------------------------------------------|
 DH3219| PID    Reference Object                     Distance      Geod. Az  |
 DH3219|                                                           dddmmss.s |
 DH3219| DE3101 GOODING                              72.961 METERS 31751     |
 DH3219|---------------------------------------------------------------------|
 DH3219
 DH3219                          SUPERSEDED SURVEY CONTROL
 DH3219
 DH3219.No superseded survey control is available for this station.
 DH3219
 DH3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT5032606950(NAD 83)
 DH3219_MARKER: DD = SURVEY DISK
 DH3219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3219_STAMPING: 1977 NO 134
 DH3219_MARK LOGO: SCPA  
 DH3219_PROJECTION: RECESSED 3 CENTIMETERS
 DH3219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3219+STABILITY: SURFACE MOTION
 DH3219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3219+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003
 DH3219
 DH3219  HISTORY     - Date     Condition        Report By
 DH3219  HISTORY     - 19770101 MONUMENTED       SCPA
 DH3219  HISTORY     - 20031119 GOOD             SCGS
 DH3219
 DH3219                          STATION DESCRIPTION
 DH3219
 DH3219'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DH3219'STATION IS LOCATED 1.25 MILES NORTHEAST OF SANTEE, 22.9 MILES EAST OF
 DH3219'ORANGEBURG.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DH3219'191, COLUMBIA, SC 29202, PHONE  803-737-1350. T0 REACH THE STATION
 DH3219'FROM THE JUNCTION OVERPASS OF INTERSTATE 95 (EXIT 98) AND STATE
 DH3219'HIGHWAY 6 IN SANTEE, GO NORTHEAST ON INTERSTATE 95 FOR 1.3 MILES TO
 DH3219'THE STATION ON  THE LEFT NEAR THE SOUTHWEST CORNER OF THE NORTH BOUND
 DH3219'BRIDGE OVER LAKE MARION. STATION IS A CONCRETE POST RECESSED 0.1 FOOT
 DH3219'AND LEVEL WITH THE ROAD, 5.2 FEET SOUTH  SOUTHEAST OF THE WEST CORNER
 DH3219'OF THE BRIDGE WING WALL, 0.8 FOOT SOUTH SOUTHWEST OF A  WITNESS POST.
 DH3219'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 133. RECOVERED BY
 DH3219'R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5640 ***********************************************************************
 CK5640  DESIGNATION -  1340
 CK5640  PID         -  CK5640
 CK5640  STATE/COUNTY-  SC/BEAUFORT
 CK5640  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5640
 CK5640                         *CURRENT SURVEY CONTROL
 CK5640  ___________________________________________________________________
 CK5640* NAD 83(2001)-  32 06 34.76794(N)    080 50 53.04554(W)     ADJUSTED  
 CK5640* NAVD 88     -         3.13   (+/-2cm)      10.3    (feet)  VERTCON   
 CK5640  ___________________________________________________________________
 CK5640  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CK5640  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK5640
 CK5640  HORZ ORDER  -  THIRD
 CK5640  VERT ORDER  -  THIRD ? (See Below)
 CK5640
 CK5640.The horizontal coordinates were established by classical geodetic methods
 CK5640.and adjusted by the National Geodetic Survey in March 2004..
 CK5640
 CK5640.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5640.The vertical order pertains to the NGVD 29 superseded value.
 CK5640
 CK5640.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5640
 CK5640.The geoid height was determined by GEOID03.
 CK5640
 CK5640;                    North         East     Units Scale Factor Converg.
 CK5640;SPC SC       -    30,658.149   623,941.692   MT  1.00016025   +0 05 03.2
 CK5640;SPC SC       -   100,584.48  2,047,052.80   iFT  1.00016025   +0 05 03.2
 CK5640;UTM  17      - 3,552,600.635   514,333.671   MT  0.99960253   +0 04 50.7
 CK5640
 CK5640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5640!SPC SC       -   1.00000446  x   1.00016025  =   1.00016471
 CK5640!UTM  17      -   1.00000446  x   0.99960253  =   0.99960699
 CK5640
 CK5640                          SUPERSEDED SURVEY CONTROL
 CK5640
 CK5640  NAD 83(1986)-  32 06 34.78422(N)    080 50 53.06773(W) AD(       ) 3
 CK5640  NGVD 29 (10/19/90)    3.41   (m)           11.2    (f) LEVELING    3  
 CK5640
 CK5640.Superseded values are not recommended for survey control.
 CK5640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5640.See file dsdata.txt to determine how the superseded data were derived.
 CK5640
 CK5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1433452601(NAD 83)
 CK5640_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5640_SETTING: 0 = UNSPECIFIED SETTING
 CK5640_STAMPING: 1340 1988
 CK5640_MARK LOGO: SCCC  
 CK5640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5640+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5640
 CK5640  HISTORY     - Date     Condition        Report By
 CK5640  HISTORY     - 1988     MONUMENTED       SCCC
 CK5640  HISTORY     - 20030527 MARK NOT FOUND   SCGS
 CK5640
 CK5640                          STATION DESCRIPTION
 CK5640
 CK5640'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5640'THE STATION IS LOCATED ON DAUFUSKIE ISLAND.  LOCATED IN FRONT OF
 CK5640'HOTEL.  MARKER IS 6.5 FEET EAST OF THE 30-INCH OAK TREE, 16.3 FEET
 CK5640'NORTHWEST OF THE 20-INCH MAGNOLIA TREE AND 7.0 FEET SOUTHWEST OF THE
 CK5640'36-INCH OAK TREE.  MARK IS LEVEL WITH THE SURFACE OF THE
 CK5640'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 CK5640'AND SURROUNDED BY CONCRETE.
 CK5640
 CK5640                          STATION RECOVERY (2003)
 CK5640
 CK5640'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5640'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5640'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5640'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY
 CK5640'INSTALLATION OF A GOLF COURSE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0788 ***********************************************************************
 DE0788  DESIGNATION -  136
 DE0788  PID         -  DE0788
 DE0788  STATE/COUNTY-  SC/AIKEN
 DE0788  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0788
 DE0788                         *CURRENT SURVEY CONTROL
 DE0788  ___________________________________________________________________
 DE0788* NAD 83(1986)-  33 29 32.     (N)    081 53 29.     (W)     SCALED    
 DE0788* NAVD 88     -        41.31   (+/-2cm)     135.5    (feet)  VERTCON   
 DE0788  ___________________________________________________________________
 DE0788  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DE0788
 DE0788  VERT ORDER  -  ? (See Below)
 DE0788
 DE0788.The horizontal coordinates were scaled from a topographic map and have
 DE0788.an estimated accuracy of +/- 6 seconds.
 DE0788
 DE0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0788.The vertical order pertains to the NGVD 29 superseded value.
 DE0788
 DE0788.The geoid height was determined by GEOID03.
 DE0788
 DE0788;                    North         East    Units  Estimated Accuracy
 DE0788;SPC SC       -   184,320.      526,780.      MT  (+/- 180 meters Scaled)
 DE0788
 DE0788                          SUPERSEDED SURVEY CONTROL
 DE0788
 DE0788  NGVD 29 (??/??/92)   41.546  (m)          136.31   (f) ADJ UNCH    ?  
 DE0788
 DE0788.Superseded values are not recommended for survey control.
 DE0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0788.See file dsdata.txt to determine how the superseded data were derived.
 DE0788
 DE0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT171062(NAD 83)
 DE0788_MARKER: DD = SURVEY DISK
 DE0788_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0788_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0788_STAMPING: 136
 DE0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0788
 DE0788  HISTORY     - Date     Condition        Report By
 DE0788  HISTORY     - UNK      MONUMENTED       USGS
 DE0788  HISTORY     - 1955     MARK NOT FOUND   NGS
 DE0788  HISTORY     - 20001205 MARK NOT FOUND   SCGS
 DE0788
 DE0788                          STATION DESCRIPTION
 DE0788
 DE0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DE0788'AT HORSE CREEK.
 DE0788'ALTHOUGH THE MARK WAS NOT RECOVERED, IT SEEMS CERTAIN THAT THE
 DE0788'ORIGINAL LOCATION WAS DETERMINED WITHIN TWO OR THREE FEET.  MR.
 DE0788'CHARLES HAMMOND, A FARMER AND NEXT PRIOR OWNER OF THE ABUTTING
 DE0788'PROPERTY (NOW OWNED BY MARINE MINERALS CO.) POINTED OUT THE
 DE0788'LOCATION AND STATED THAT HE HAS SEEN THE MARK MANY TIMES THO NOT
 DE0788'IN THE LAST FEW YEARS.  THE ROAD CROSSING IS THAT OF AN OLD ROAD
 DE0788'KNOWN AS OLD PINE LOG ROAD WHICH IS ABOUT 100 YARDS SW OF NO. 70
 DE0788'RAILROAD MILEPOST AND ABOUT 4.2 MILES FROM THE BRIDGE OVER THE
 DE0788'SAVANNAH RIVER BRIDGE AS MEASURED ALONG THE SOUTHERN RAILROAD.  0.3
 DE0788'MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT HORSE CREEK,
 DE0788'AIKEN COUNTY, 4.2 MILES EAST OF THE SAVANNAH RIVER BRIDGE, AT A
 DE0788'ROAD CROSSING, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 10.3
 DE0788'FEET NORTHWEST OF THE NORTH RAIL, AND 2.5 FEET SOUTHWEST OF A RAILROAD
 DE0788'CROSSING SIGN.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DE0788'STAMPED 136 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 DE0788'PROJECTING 1 FOOT ABOVE GROUND.
 DE0788
 DE0788                          STATION RECOVERY (2000)
 DE0788
 DE0788'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE0788'NOT RECOVERED, SEARCHED 40 MINUTES, REFERENCES NO LONGER THERE,
 DE0788'PRESUMED DESTROYED BY TRACK MAINTENANCE.  RECOVERY BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5641 ***********************************************************************
 CK5641  DESIGNATION -  1360
 CK5641  PID         -  CK5641
 CK5641  STATE/COUNTY-  SC/BEAUFORT
 CK5641  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5641
 CK5641                         *CURRENT SURVEY CONTROL
 CK5641  ___________________________________________________________________
 CK5641* NAD 83(2001)-  32 06 53.60975(N)    080 50 43.83757(W)     ADJUSTED  
 CK5641* NAVD 88     -         3.42   (+/-2cm)      11.2    (feet)  VERTCON   
 CK5641  ___________________________________________________________________
 CK5641  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CK5641  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK5641
 CK5641  HORZ ORDER  -  THIRD
 CK5641  VERT ORDER  -  THIRD ? (See Below)
 CK5641
 CK5641.The horizontal coordinates were established by classical geodetic methods
 CK5641.and adjusted by the National Geodetic Survey in March 2004..
 CK5641
 CK5641.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5641.The vertical order pertains to the NGVD 29 superseded value.
 CK5641
 CK5641.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5641
 CK5641.The geoid height was determined by GEOID03.
 CK5641
 CK5641;                    North         East     Units Scale Factor Converg.
 CK5641;SPC SC       -    31,238.973   624,182.267   MT  1.00015780   +0 05 08.3
 CK5641;SPC SC       -   102,490.07  2,047,842.08   iFT  1.00015780   +0 05 08.3
 CK5641;UTM  17      - 3,553,181.121   514,574.147   MT  0.99960262   +0 04 55.7
 CK5641
 CK5641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5641!SPC SC       -   1.00000442  x   1.00015780  =   1.00016222
 CK5641!UTM  17      -   1.00000442  x   0.99960262  =   0.99960704
 CK5641
 CK5641                          SUPERSEDED SURVEY CONTROL
 CK5641
 CK5641  NAD 83(1986)-  32 06 53.62594(N)    080 50 43.85954(W) AD(       ) 3
 CK5641  NGVD 29 (10/19/90)    3.70   (m)           12.1    (f) LEVELING    3  
 CK5641
 CK5641.Superseded values are not recommended for survey control.
 CK5641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5641.See file dsdata.txt to determine how the superseded data were derived.
 CK5641
 CK5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1457453181(NAD 83)
 CK5641_MARKER: P = PIPE CAP
 CK5641_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5641_STAMPING: 1360 1988
 CK5641_MARK LOGO: SCCC  
 CK5641_PROJECTION: RECESSED 5 CENTIMETERS
 CK5641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5641+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 CK5641
 CK5641  HISTORY     - Date     Condition        Report By
 CK5641  HISTORY     - 1988     MONUMENTED       SCCC
 CK5641  HISTORY     - 20030527 GOOD             SCGS
 CK5641
 CK5641                          STATION DESCRIPTION
 CK5641
 CK5641'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5641'7.0 FEET SOUTHWEST OF 36-INCH OAK TREE) (LOCATED IN FRONT OF HOTEL,
 CK5641'6.5 FEET EAST OF 30-INCH OAK TREE, 16.3 FEET NORTHWEST OF 20-INCH
 CK5641'MAGNOLIA TREE AND 7.0 FEET SOUTHWEST OF 36-INCH OAK TREE), GO
 CK5641'NORTHEAST 2000 FEET ON THE BEACH TO THE STATION ON THE LEFT IN THE
 CK5641'WOODS.  MARKER IS 17.0 FEET EAST NORTHEAST OF A 10-INCH PINE TREE,
 CK5641'3.5 FEET EAST SOUTHEAST OF A 12-INCH OAK TREE AND 17.0 FEET WEST
 CK5641'SOUTHWEST OF A 18-INCH OAK TREE.  MARK IS PROJECTING 0.2 FEET ABOVE
 CK5641'THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO
 CK5641'A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE
 CK5641'SURROUNDED BY CONCRETE.
 CK5641
 CK5641                          STATION RECOVERY (2003)
 CK5641
 CK5641'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5641'STATION IS LOCATED ON DAUFUSKIE ISLAND, 24.05 MILES SOUTH SOUTHWEST OF
 CK5641'BEAUFORT. OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL. TO REACH THE
 CK5641'STATION FROM THE CLOCK TOWER-BAGGAGE PICK-UP AND DROP-OFF  CENTER AT
 CK5641'THE DAUFUSKIE ISLAND HAIG POINT LANDING, GO SOUTHWEST ON THE MAIN
 CK5641'ISLAND ROAD FOR 0.05 MILE TO A SMALL TRAFFIC CIRCLE JUNCTION OF HAIG
 CK5641'POINT ROAD  AHEAD AND LIGHTHOUSE LANE LEFT, CONTINUE ON AHEAD ON HAIG
 CK5641'POINT ROAD FOR 2.2 MILES TO A  GUARD GATE EXIT OF HAIG POINT NEAR THE
 CK5641'EQUESTRIAN CENTER, CONTINUE AHEAD THROUGH THE  GUARD GATE FOR 0.3 MILE
 CK5641'TO THE JUNCTION OF AVENUE OF OAKS LEFT, TURN LEFT ON AVENUE OF  OAKS
 CK5641'FOR 0.15 MILE TO A GUARD SHACK, AFTER GAINING PERMISSION/ACCESS
 CK5641'CONTINUE AHEAD FOR  0.25 MILE TO A TRAFFIC CIRCLE, CONTINUE AHEAD FOR
 CK5641'0.55 MILE TO BEACH FRONT HOTEL (THE INN)  RIGHT AND A LARGE CONFERENCE
 CK5641'STRUCTURE LEFT (ISLAND HOUSE), CONTINUE AHEAD ON AVENUE  OF OAKS FOR
 CK5641'0.4 MILE TO A PAVED PATH RIGHT BETWEEN CABINS NUMBERED 3703 AND 3653,
 CK5641'TURN  RIGHT ON THE PAVED PATH FOR 0.05 MILE TO THE STATION ON THE
 CK5641'RIGHT BETWEEN A GOLF CART  PATH AND THE BEACH AND ACROSS THE GOLF CART
 CK5641'PATH FROM CABIN 3653. STATION IS AN ALUMINUM  PIPE CAP ATTACHED TO A
 CK5641'PVC PIPE IMBEDDED IN THE GROUND AND  SURROUNDED BY A 0.5 FOOT PVC PIPE
 CK5641'RECESSED 0.2 FOOT, 58.0 FEET SOUTH OF A METAL  SECURITY LIGHT POLE
 CK5641'NUMBER 15, 42.0 FEET SOUTHEAST OF THE CENTER OF THE PAVED GOLF  CART
 CK5641'PATH BETWEEN THE BEACH AND COTTAGE NUMBER 3653, 133.3 FEET EAST OF THE
 CK5641'SOUTHEAST CORNER OF THE COTTAGE, 2.1 FEET SOUTHEAST OF A WITNESS POST.
 CK5641'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0808 ***********************************************************************
 DE0808  DESIGNATION -  138
 DE0808  PID         -  DE0808
 DE0808  STATE/COUNTY-  SC/AIKEN
 DE0808  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0808
 DE0808                         *CURRENT SURVEY CONTROL
 DE0808  ___________________________________________________________________
 DE0808* NAD 83(1986)-  33 24 36.     (N)    081 54 20.     (W)     SCALED    
 DE0808* NAVD 88     -        41.87   (+/-2cm)     137.4    (feet)  VERTCON   
 DE0808  ___________________________________________________________________
 DE0808  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DE0808
 DE0808  VERT ORDER  -  ? (See Below)
 DE0808
 DE0808.The horizontal coordinates were scaled from a topographic map and have
 DE0808.an estimated accuracy of +/- 6 seconds.
 DE0808
 DE0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0808.The vertical order pertains to the NGVD 29 superseded value.
 DE0808
 DE0808.The geoid height was determined by GEOID03.
 DE0808
 DE0808;                    North         East    Units  Estimated Accuracy
 DE0808;SPC SC       -   175,220.      525,380.      MT  (+/- 180 meters Scaled)
 DE0808
 DE0808                          SUPERSEDED SURVEY CONTROL
 DE0808
 DE0808  NGVD 29 (??/??/92)   42.109  (m)          138.15   (f) ADJ UNCH    ?  
 DE0808
 DE0808.Superseded values are not recommended for survey control.
 DE0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0808.See file dsdata.txt to determine how the superseded data were derived.
 DE0808
 DE0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS157971(NAD 83)
 DE0808_MARKER: P = PIPE CAP
 DE0808_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0808_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0808_STAMPING: 138.153 1918
 DE0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0808
 DE0808  HISTORY     - Date     Condition        Report By
 DE0808  HISTORY     - 1918     MONUMENTED       USGS
 DE0808  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0808  HISTORY     - 20001206 MARK NOT FOUND   SCGS
 DE0808
 DE0808                          STATION DESCRIPTION
 DE0808
 DE0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0808'AT BEECH ISLAND.
 DE0808'A THOROUGH SEARCH WAS MADE IN THE AREA AND THE MARK WAS NOT
 DE0808'FOUND.  THE MEASUREMENTS FALL CLOSE TO A SIDE TRACK WHICH IS
 DE0808'NORTHEAST OF THE MAIN TRACK.  AT BEECH ISLAND, AIKEN COUNTY, 175
 DE0808'FEET NORTHWEST OF THE CENTER OF THE CHARLESTON AND WESTERN
 DE0808'CAROLINA RAILWAY STATION, 20 FEET SOUTHEAST OF THE CENTER OF
 DE0808'THE FIRST ROAD CROSSING, AND 28.8 FEET NORTHEAST OF THE NORTHEAST
 DE0808'RAIL OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 DE0808'STANDARD CAP, STAMPED 138.153 1918 AND RIVETED ON THE TOP OF A
 DE0808'3-1/2-INCH IRON PIPE PROJECTING 18 INCHES ABOVE GROUND.
 DE0808
 DE0808                          STATION RECOVERY (2000)
 DE0808
 DE0808'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE0808'NOT RECOVERED, SEARCHED 10 MINUTES, PULLED TAPE FROM AVAILABLE
 DE0808'REFERENCES, AREA HAS CHANGED SIGNIFICANTLY.  RECOVERY BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0922 ***********************************************************************
 DE0922  DESIGNATION -  138
 DE0922  PID         -  DE0922
 DE0922  STATE/COUNTY-  SC/ALLENDALE
 DE0922  USGS QUAD   -  MILLETT (1989)
 DE0922
 DE0922                         *CURRENT SURVEY CONTROL
 DE0922  ___________________________________________________________________
 DE0922* NAD 83(1986)-  33 05 17.     (N)    081 33 43.     (W)     SCALED    
 DE0922* NAVD 88     -        41.81   (+/-2cm)     137.2    (feet)  VERTCON   
 DE0922  ___________________________________________________________________
 DE0922  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DE0922
 DE0922  VERT ORDER  -  ? (See Below)
 DE0922
 DE0922.The horizontal coordinates were scaled from a topographic map and have
 DE0922.an estimated accuracy of +/- 6 seconds.
 DE0922
 DE0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0922.The vertical order pertains to the NGVD 29 superseded value.
 DE0922
 DE0922.The geoid height was determined by GEOID03.
 DE0922
 DE0922;                    North         East    Units  Estimated Accuracy
 DE0922;SPC SC       -   139,290.      557,150.      MT  (+/- 180 meters Scaled)
 DE0922
 DE0922                          SUPERSEDED SURVEY CONTROL
 DE0922
 DE0922  NGVD 29 (??/??/92)   42.080  (m)          138.06   (f) ADJ UNCH    ?  
 DE0922
 DE0922.Superseded values are not recommended for survey control.
 DE0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0922.See file dsdata.txt to determine how the superseded data were derived.
 DE0922
 DE0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS475611(NAD 83)
 DE0922_MARKER: P = PIPE CAP
 DE0922_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0922_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0922_STAMPING: 138
 DE0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0922
 DE0922  HISTORY     - Date     Condition        Report By
 DE0922  HISTORY     - UNK      MONUMENTED       USGS
 DE0922  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0922
 DE0922                          STATION DESCRIPTION
 DE0922
 DE0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0922'1.1 MI NW FROM MILLETTVILLE.
 DE0922'1.1 MILES NORTHWEST ALONG THE CHARLESTON AND WESTERN CAROLINA
 DE0922'RAILWAY FROM MILLETT, ALLENDALE COUNTY, 850 FEET EAST OF MILEPOST
 DE0922'36, AT A MILLROAD CROSSING, 20 FEET NORTH OF THE TRACK, AND 20
 DE0922'FEET EAST OF THE ROAD, A U.S. GEOLOGICAL SURVEY STANDARD CAP,
 DE0922'STAMPED 138 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0050 ***********************************************************************
 DE0050  DESIGNATION -  138
 DE0050  PID         -  DE0050
 DE0050  STATE/COUNTY-  SC/SUMTER
 DE0050  USGS QUAD   -  BROGDON (1983)
 DE0050
 DE0050                         *CURRENT SURVEY CONTROL
 DE0050  ___________________________________________________________________
 DE0050* NAD 83(1986)-  33 49 05.     (N)    080 15 57.     (W)     SCALED    
 DE0050* NAVD 88     -        41.967  (meters)     137.69   (feet)  ADJUSTED  
 DE0050  ___________________________________________________________________
 DE0050  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DE0050  DYNAMIC HT  -          41.924 (meters)     137.55  (feet)  COMP
 DE0050  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 DE0050
 DE0050  VERT ORDER  -  FIRST     CLASS II
 DE0050
 DE0050.The horizontal coordinates were scaled from a topographic map and have
 DE0050.an estimated accuracy of +/- 6 seconds.
 DE0050
 DE0050.The orthometric height was determined by differential leveling
 DE0050.and adjusted by the National Geodetic Survey in June 1991..
 DE0050
 DE0050.The geoid height was determined by GEOID03.
 DE0050
 DE0050.The dynamic height is computed by dividing the NAVD 88
 DE0050.geopotential number by the normal gravity value computed on the
 DE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0050.degrees latitude (g = 980.6199 gals.).
 DE0050
 DE0050.The modeled gravity was interpolated from observed gravity values.
 DE0050
 DE0050;                    North         East    Units  Estimated Accuracy
 DE0050;SPC SC       -   220,340.      677,560.      MT  (+/- 180 meters Scaled)
 DE0050
 DE0050                          SUPERSEDED SURVEY CONTROL
 DE0050
 DE0050  NGVD 29 (03/21/89)   42.258  (m)          138.64   (f) ADJUSTED    1 2
 DE0050
 DE0050.Superseded values are not recommended for survey control.
 DE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0050.See file dsdata.txt to determine how the superseded data were derived.
 DE0050
 DE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT679422(NAD 83)
 DE0050_MARKER: P = PIPE CAP
 DE0050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0050_STAMPING: 138 1918
 DE0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0050
 DE0050  HISTORY     - Date     Condition        Report By
 DE0050  HISTORY     - 1918     MONUMENTED       USGS
 DE0050  HISTORY     - 1961     GOOD             NGS
 DE0050
 DE0050                          STATION DESCRIPTION
 DE0050
 DE0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0050'0.5 MI NW FROM BROGDON.
 DE0050'ABOUT 0.5 MILE NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0050'FROM THE CROSSING OF A BLACK TOP ROAD AT BROGDON, 111 YARDS
 DE0050'NORTHWEST OF MILEPOST 374, AT A FIELD TRAIL CROSSING, 18.8 FEET
 DE0050'NORTHEAST OF THE NORTHEAST RAIL, 7 FEET NORTHWEST OF THE CENTER
 DE0050'LINE OF FIELD TRAIL, 4.7 FEET SOUTH OF A CROSSING SIGN, 5 1/2 FEET
 DE0050'NORTHEAST OF THE NORTHWEST OF A PIPE CULVERT UNDER THE TRAIL, 21
 DE0050'FEET WEST-NORTHWEST OF AND ACROSS THE TRAIL FROM TELEPHONE POLE
 DE0050'1959, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND RIVETED ON
 DE0050'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1188 ***********************************************************************
 CK1188  DESIGNATION -  138
 CK1188  PID         -  CK1188
 CK1188  STATE/COUNTY-  SC/HAMPTON
 CK1188  USGS QUAD   -  FAIRFAX (1988)
 CK1188
 CK1188                         *CURRENT SURVEY CONTROL
 CK1188  ___________________________________________________________________
 CK1188* NAD 83(1986)-  32 55 23.     (N)    081 11 13.     (W)     SCALED    
 CK1188* NAVD 88     -        41.748  (meters)     136.97   (feet)  ADJUSTED  
 CK1188  ___________________________________________________________________
 CK1188  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 CK1188  DYNAMIC HT  -          41.703 (meters)     136.82  (feet)  COMP
 CK1188  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 CK1188
 CK1188  VERT ORDER  -  SECOND    CLASS 0
 CK1188
 CK1188.The horizontal coordinates were scaled from a topographic map and have
 CK1188.an estimated accuracy of +/- 6 seconds.
 CK1188
 CK1188.The orthometric height was determined by differential leveling
 CK1188.and adjusted by the National Geodetic Survey in June 1991..
 CK1188
 CK1188.The geoid height was determined by GEOID03.
 CK1188
 CK1188.The dynamic height is computed by dividing the NAVD 88
 CK1188.geopotential number by the normal gravity value computed on the
 CK1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1188.degrees latitude (g = 980.6199 gals.).
 CK1188
 CK1188.The modeled gravity was interpolated from observed gravity values.
 CK1188
 CK1188;                    North         East    Units  Estimated Accuracy
 CK1188;SPC SC       -   120,870.      592,120.      MT  (+/- 180 meters Scaled)
 CK1188
 CK1188                          SUPERSEDED SURVEY CONTROL
 CK1188
 CK1188  NGVD 29 (03/21/89)   42.017  (m)          137.85   (f) ADJUSTED    2 0
 CK1188
 CK1188.Superseded values are not recommended for survey control.
 CK1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1188.See file dsdata.txt to determine how the superseded data were derived.
 CK1188
 CK1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS825427(NAD 83)
 CK1188_MARKER: P = PIPE CAP
 CK1188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1188
 CK1188  HISTORY     - Date     Condition        Report By
 CK1188  HISTORY     - UNK      MONUMENTED       USGS
 CK1188  HISTORY     - 1961     MARK NOT FOUND   NGS
 CK1188
 CK1188                          STATION DESCRIPTION
 CK1188
 CK1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1188'AT BRUNSON.
 CK1188'AT BRONSON, AT THE PUBLIC SCHOOL (A BRICK BUILDING), AND 3
 CK1188'FEET EAST OF THE FRONT STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5642 ***********************************************************************
 CK5642  DESIGNATION -  1380
 CK5642  PID         -  CK5642
 CK5642  STATE/COUNTY-  SC/BEAUFORT
 CK5642  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5642
 CK5642                         *CURRENT SURVEY CONTROL
 CK5642  ___________________________________________________________________
 CK5642* NAD 83(2001)-  32 07 09.10853(N)    080 50 28.64981(W)     ADJUSTED  
 CK5642* NAVD 88     -         2.49   (+/-2cm)       8.2    (feet)  VERTCON   
 CK5642  ___________________________________________________________________
 CK5642  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CK5642  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK5642
 CK5642  HORZ ORDER  -  THIRD
 CK5642  VERT ORDER  -  THIRD ? (See Below)
 CK5642
 CK5642.The horizontal coordinates were established by classical geodetic methods
 CK5642.and adjusted by the National Geodetic Survey in March 2004..
 CK5642
 CK5642.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5642.The vertical order pertains to the NGVD 29 superseded value.
 CK5642
 CK5642.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5642
 CK5642.The geoid height was determined by GEOID03.
 CK5642
 CK5642;                    North         East     Units Scale Factor Converg.
 CK5642;SPC SC       -    31,717.051   624,579.748   MT  1.00015579   +0 05 16.8
 CK5642;SPC SC       -   104,058.57  2,049,146.15   iFT  1.00015579   +0 05 16.8
 CK5642;UTM  17      - 3,553,658.910   514,971.438   MT  0.99960276   +0 05 03.8
 CK5642
 CK5642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5642!SPC SC       -   1.00000457  x   1.00015579  =   1.00016036
 CK5642!UTM  17      -   1.00000457  x   0.99960276  =   0.99960732
 CK5642
 CK5642                          SUPERSEDED SURVEY CONTROL
 CK5642
 CK5642  NAD 83(1986)-  32 07 09.12457(N)    080 50 28.67161(W) AD(       ) 3
 CK5642  NGVD 29 (10/19/90)    2.77   (m)            9.1    (f) LEVELING    3  
 CK5642
 CK5642.Superseded values are not recommended for survey control.
 CK5642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5642.See file dsdata.txt to determine how the superseded data were derived.
 CK5642
 CK5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1497153659(NAD 83)
 CK5642_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5642_SETTING: 0 = UNSPECIFIED SETTING
 CK5642_STAMPING: 1380 1988
 CK5642_MARK LOGO: SCCC  
 CK5642_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5642+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5642
 CK5642  HISTORY     - Date     Condition        Report By
 CK5642  HISTORY     - 1988     MONUMENTED       SCCC
 CK5642  HISTORY     - 20030527 MARK NOT FOUND   SCGS
 CK5642
 CK5642                          STATION DESCRIPTION
 CK5642
 CK5642'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5642'7.0 FEET SOUTHWEST OF 36-INCH OAK TREE) (LOCATED IN FRONT OF HOTEL,
 CK5642'6.5 FEET EAST OF 30-INCH OAK TREE, 16.3 FEET NORTHWEST OF 20-INCH
 CK5642'MAGNOLIA TREE AND 7.0 FEET SOUTHWEST OF 36-INCH OAK TREE), GO
 CK5642'NORTHEAST 4000 FEET ON THE BEACH TO THE STATION ON THE LEFT IN THE
 CK5642'WOODS.  MARKER IS 4.5 FEET EAST SOUTHEAST OF A 5-INCH OAK TREE AND
 CK5642'8.3 FEET WEST SOUTHWEST OF A 14-INCH OAK TREE.  MARK IS PROJECTING
 CK5642'0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS
 CK5642'CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH
 CK5642'PVC PIPE SURROUNDED BY CONCRETE.
 CK5642
 CK5642                          STATION RECOVERY (2003)
 CK5642
 CK5642'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5642'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5642'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5642'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY BEACH
 CK5642'EROSION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0213 ***********************************************************************
 DD0213  DESIGNATION -  14
 DD0213  PID         -  DD0213
 DD0213  STATE/COUNTY-  SC/HORRY
 DD0213  USGS QUAD   -  YAUHANNAH (1973)
 DD0213
 DD0213                         *CURRENT SURVEY CONTROL
 DD0213  ___________________________________________________________________
 DD0213* NAD 83(1986)-  33 40 57.     (N)    079 07 32.     (W)     SCALED    
 DD0213* NAVD 88     -         5.26   (+/-2cm)      17.3    (feet)  VERTCON   
 DD0213  ___________________________________________________________________
 DD0213  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DD0213
 DD0213  VERT ORDER  -  ? (See Below)
 DD0213
 DD0213.The horizontal coordinates were scaled from a topographic map and have
 DD0213.an estimated accuracy of +/- 6 seconds.
 DD0213
 DD0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD0213.The vertical order pertains to the NGVD 29 superseded value.
 DD0213
 DD0213.The geoid height was determined by GEOID03.
 DD0213
 DD0213;                    North         East    Units  Estimated Accuracy
 DD0213;SPC SC       -   206,640.      783,370.      MT  (+/- 180 meters Scaled)
 DD0213
 DD0213                          SUPERSEDED SURVEY CONTROL
 DD0213
 DD0213  NGVD 29 (??/??/92)    5.566  (m)           18.26   (f) ADJ UNCH    ?  
 DD0213
 DD0213.Superseded values are not recommended for survey control.
 DD0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0213.See file dsdata.txt to determine how the superseded data were derived.
 DD0213
 DD0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT737285(NAD 83)
 DD0213_MARKER: N = NAIL
 DD0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0213_SP_SET: TREE
 DD0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0213
 DD0213  HISTORY     - Date     Condition        Report By
 DD0213  HISTORY     - UNK      MONUMENTED       SCHD
 DD0213  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0213
 DD0213                          STATION DESCRIPTION
 DD0213
 DD0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0213'11.9 MI S FROM CONWAY.
 DD0213'11.9 MILES SOUTH ALONG U.S. HIGHWAY 701 FROM MAIN STREET IN
 DD0213'CONWAY, 0.2 MILE SOUTH OF THE INTERSECTION OF THE HIGHWAY
 DD0213'AND KLONDYKE-BUCKSPORT ROAD, IN A FIELD 250 FEET SOUTH OF THE
 DD0213'RESIDENCE OF W.E. MARSH, AND 86 FEET SOUTHEAST OF THE CENTERLINE
 DD0213'OF THE HIGHWAY.  THE MARK IS A NAIL IN THE WEST ROOT OF A BLAZED
 DD0213'12-INCH MULBERRY TREE, AND WITNESSED BY A WOODEN ARROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1532 ***********************************************************************
 DE1532  DESIGNATION -  14 002
 DE1532  PID         -  DE1532
 DE1532  STATE/COUNTY-  SC/CLARENDON
 DE1532  USGS QUAD   -  JORDAN (1987)
 DE1532
 DE1532                         *CURRENT SURVEY CONTROL
 DE1532  ___________________________________________________________________
 DE1532* NAD 83(1986)-  33 31 09.     (N)    080 11 21.     (W)     SCALED    
 DE1532* NAVD 88     -        25.913  (meters)      85.02   (feet)  ADJUSTED  
 DE1532  ___________________________________________________________________
 DE1532  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DE1532  DYNAMIC HT  -          25.886 (meters)      84.93  (feet)  COMP
 DE1532  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 DE1532
 DE1532  VERT ORDER  -  FIRST     CLASS II
 DE1532
 DE1532.The horizontal coordinates were scaled from a topographic map and have
 DE1532.an estimated accuracy of +/- 6 seconds.
 DE1532
 DE1532.The orthometric height was determined by differential leveling
 DE1532.and adjusted by the National Geodetic Survey in June 1991..
 DE1532
 DE1532.The geoid height was determined by GEOID03.
 DE1532
 DE1532.The dynamic height is computed by dividing the NAVD 88
 DE1532.geopotential number by the normal gravity value computed on the
 DE1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1532.degrees latitude (g = 980.6199 gals.).
 DE1532
 DE1532.The modeled gravity was interpolated from observed gravity values.
 DE1532
 DE1532;                    North         East    Units  Estimated Accuracy
 DE1532;SPC SC       -   187,250.      684,910.      MT  (+/- 180 meters Scaled)
 DE1532
 DE1532                          SUPERSEDED SURVEY CONTROL
 DE1532
 DE1532  NGVD 29 (03/21/89)   26.209  (m)           85.99   (f) ADJUSTED    1 2
 DE1532
 DE1532.Superseded values are not recommended for survey control.
 DE1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1532.See file dsdata.txt to determine how the superseded data were derived.
 DE1532
 DE1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT752091(NAD 83)
 DE1532_MARKER: DD = SURVEY DISK
 DE1532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE1532_SP_SET: STAINLESS STEEL ROD
 DE1532_STAMPING: VERT 14 002 1982
 DE1532_MARK LOGO: SCGS  
 DE1532_PROJECTION: RECESSED 15 CENTIMETERS
 DE1532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1532+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 DE1532_ROD/PIPE-DEPTH: 10.4 meters
 DE1532
 DE1532  HISTORY     - Date     Condition        Report By
 DE1532  HISTORY     - 1982     MONUMENTED       SCGS
 DE1532  HISTORY     - 1985     GOOD             SCGS
 DE1532  HISTORY     - 20041012 GOOD             SCGS
 DE1532
 DE1532                          STATION DESCRIPTION
 DE1532
 DE1532'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1532'10.05 KM (6.25 MI) SE FROM JORDAN.
 DE1532'10.05 KILOMETERS (6.25 MILES) SOUTHEAST ALONG STATE HIGHWAY 260 FROM
 DE1532'THE INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN, SET NEAR A LONE
 DE1532'QUADRUPLE TRUNK OAK TREE IN THE SOUTHEAST ANGLE OF A GRAVEL DRIVE
 DE1532'LEADING TO THE SANTEE COOPER WORK CAMP NUMBER 1, 36.78 METERS (120.67
 DE1532'FEET) NORTH-NORTHWEST OF TELEPHONE JUNCTION BOX 32,0003C5,
 DE1532'45.15 METERS (148.13 FEET) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 DE1532'CHAIN LINK FENCE SURROUNDING THE CAMP, 26.0 METERS (85.3 FEET)
 DE1532'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL DRIVE,
 DE1532'13.7 METERS (44.95 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DE1532'HIGHWAY, 7.4 METERS (24.28 FEET) SOUTH-SOUTHEAST OF THE OAK TREE.
 DE1532'THE MARK IS 0.70 METERS  SSE FROM A WITNESS POST.
 DE1532'THE MARK IS 0.30 M BELOW HIGHWAY.
 DE1532
 DE1532                          STATION RECOVERY (2004)
 DE1532
 DE1532'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1532'STATION IS LOCATED 11.15 MILES EAST SOUTHEAST OF SUMMERTON, 12.1 MILES
 DE1532'SOUTH OF MANNING.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE1532'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE1532'FROM THE JUNCTION OF U.S. HIGHWAY 301 (WINFIELD DRIVE) AND STATE
 DE1532'HIGHWAY 260 (MILL STREET) IN MANNING, GO SOUTH ON HIGHWAY 260 FOR 6.0
 DE1532'MILES TO THE  JUNCTION OF STATE ROAD 25 (OAK GROVE CHURCH ROAD) IN
 DE1532'JORDAN, CONTINUE ON HIGHWAY 260  FOR 6.15 MILES TO THE STATION ON THE
 DE1532'LEFT IN THE SOUTHEAST ANGLE OF AN ENTRANCE DRIVE  LEFT LEADING TO THE
 DE1532'SANTEE COOPER RIGHT OF WAY MANAGEMENT FIELD OFFICE AND  CONFERENCE
 DE1532'CENTER. STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED
 DE1532'0.5 FOOT AND 1.0 FOOT BELOW  THE DRIVE, 83.5 FEET SOUTH SOUTHEAST OF
 DE1532'THE CENTER OF THE PAVED ENTRANCE DRIVE, 44.7  FEET EAST NORTHEAST OF
 DE1532'THE CENTER OF THE HIGHWAY, 24.6 FEET SOUTH SOUTHEAST OF A  2.0-FOOT
 DE1532'MULTI-TRUNKED OAK TREE, 55.3 FEET SOUTH SOUTHEAST OF SURVEY STATION
 DE1532'RANDOLPH  RM 2, 14.1 FEET WEST OF A 1.6-FOOT PINE TREE, 58.0 FEET WEST
 DE1532'OF THE CENTER OF THE GRAVEL  DRIVE, 2.1 FEET SOUTH SOUTHEAST OF A
 DE1532'WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1682 ***********************************************************************
 DE1682  DESIGNATION -  14 050
 DE1682  PID         -  DE1682
 DE1682  STATE/COUNTY-  SC/CLARENDON
 DE1682  USGS QUAD   -  MANNING (1980)
 DE1682
 DE1682                         *CURRENT SURVEY CONTROL
 DE1682  ___________________________________________________________________
 DE1682* NAD 83(1986)-  33 39 24.     (N)    080 12 50.     (W)     SCALED    
 DE1682* NAVD 88     -        37.643  (meters)     123.50   (feet)  ADJUSTED  
 DE1682  ___________________________________________________________________
 DE1682  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DE1682  DYNAMIC HT  -          37.604 (meters)     123.37  (feet)  COMP
 DE1682  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 DE1682
 DE1682  VERT ORDER  -  FIRST     CLASS II
 DE1682
 DE1682.The horizontal coordinates were scaled from a topographic map and have
 DE1682.an estimated accuracy of +/- 6 seconds.
 DE1682
 DE1682.The orthometric height was determined by differential leveling
 DE1682.and adjusted by the National Geodetic Survey in June 1991..
 DE1682
 DE1682.The geoid height was determined by GEOID03.
 DE1682
 DE1682.The dynamic height is computed by dividing the NAVD 88
 DE1682.geopotential number by the normal gravity value computed on the
 DE1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1682.degrees latitude (g = 980.6199 gals.).
 DE1682
 DE1682.The modeled gravity was interpolated from observed gravity values.
 DE1682
 DE1682;                    North         East    Units  Estimated Accuracy
 DE1682;SPC SC       -   202,480.      682,500.      MT  (+/- 180 meters Scaled)
 DE1682
 DE1682                          SUPERSEDED SURVEY CONTROL
 DE1682
 DE1682  NGVD 29 (03/21/89)   37.937  (m)          124.47   (f) ADJUSTED    1 2
 DE1682
 DE1682.Superseded values are not recommended for survey control.
 DE1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1682.See file dsdata.txt to determine how the superseded data were derived.
 DE1682
 DE1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT728243(NAD 83)
 DE1682_MARKER: DD = SURVEY DISK
 DE1682_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DE1682+WITH SETTING: INTO GROUND
 DE1682_SP_SET: METAL ROD WITH BASE PLATE
 DE1682_STAMPING: VERT 14 050 1984
 DE1682_MARK LOGO: SCSC  
 DE1682_PROJECTION: RECESSED 5 CENTIMETERS
 DE1682_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1682+STABILITY: SURFACE MOTION
 DE1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1682+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 DE1682_ROD/PIPE-DEPTH: 0.75 meters
 DE1682
 DE1682  HISTORY     - Date     Condition        Report By
 DE1682  HISTORY     - 1984     MONUMENTED       SCSC
 DE1682  HISTORY     - 1984     GOOD             SCGS
 DE1682  HISTORY     - 20041027 GOOD             SCGS
 DE1682
 DE1682                          STATION DESCRIPTION
 DE1682
 DE1682'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1682'4.3 KM (2.7 MI) SOUTH FROM MANNING.
 DE1682'0.5 KILOMETER (0.3 MILE) SOUTH ALONG BROOKS STREET FROM THE COURTHOUSE
 DE1682'IN MANNING, THENCE 3.9 KILOMETERS (2.4 MILES) SOUTH ALONG STATE
 DE1682'HIGHWAY 260, SET BETWEEN A POWER POLE AND A FIVE-FOOT HIGH BRICK
 DE1682'MONUMENT AT THE ENTRANCE TO QUAIL RIDGE COMMUNITY, 12.62 METERS (41.4
 DE1682'FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.58 METERS
 DE1682'(34.7 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 DE1682'ROAD, 0.55 METER (1.8 FEET) WEST-SOUTHWEST OF THE WEST FACE OF THE
 DE1682'MONUMENT, 0.7 METER (2.3 FEET) EAST OF THE POWER POLE.
 DE1682'THE MARK IS 0.60 M BELOW HIGHWAY.
 DE1682
 DE1682                          STATION RECOVERY (2004)
 DE1682
 DE1682'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1682'STATION IS LOCATED 2.55 MILES SOUTH OF MANNING. OWNERSHIP--SCDOT,
 DE1682'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1682'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE1682'301 (WINFIELD DRIVE) AND STATE  HIGHWAY 260 (MILL STREET) IN MANNING,
 DE1682'GO SOUTH ON HIGHWAY 260 FOR 2.35 MILES TO THE  STATION ON THE RIGHT
 DE1682'NEAR A BRICK ENTRANCE PILLAR IN THE NORTHWEST ANGLE OF THE  JUNCTION
 DE1682'OF STATE ROAD 712 (POINTER DRIVE (QUAIL RIDGE)). STATION IS A DISK
 DE1682'ATTACHED TO A METAL ROD RECESSED 0.2 FOOT AND 0.5 FOOT BELOW THE
 DE1682'HIGHWAY, 11.6 FEET WEST SOUTHWEST OF THE NORTH END OF A CONCRETE PIPE
 DE1682'CULVERT  BENEATH ROAD 712, 41.3 FEET WEST SOUTHWEST OF THE CENTER OF
 DE1682'THE HIGHWAY, 26.0 FEET  NORTH NORTHWEST OF THE CENTER OF ROAD 712, 1.7
 DE1682'FEET WEST SOUTHWEST OF THE SOUTHWEST  CORNER OF THE PILLAR, 2.3 FEET
 DE1682'EAST NORTHEAST OF A POWER POLE 14157/RISER9/25, 3.4 FEET  EAST
 DE1682'NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 53000/42. RECOVERED BY T.
 DE1682'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1684 ***********************************************************************
 DE1684  DESIGNATION -  14 051
 DE1684  PID         -  DE1684
 DE1684  STATE/COUNTY-  SC/CLARENDON
 DE1684  USGS QUAD   -  MANNING (1980)
 DE1684
 DE1684                         *CURRENT SURVEY CONTROL
 DE1684  ___________________________________________________________________
 DE1684* NAD 83(2001)-  33 37 32.23894(N)    080 12 56.11168(W)     ADJUSTED  
 DE1684* NAVD 88     -        40.185  (meters)     131.84   (feet)  ADJUSTED  
 DE1684  ___________________________________________________________________
 DE1684  X           -     903,472.089 (meters)                     COMP
 DE1684  Y           -  -5,239,042.399 (meters)                     COMP
 DE1684  Z           -   3,511,949.244 (meters)                     COMP
 DE1684  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DE1684  ELLIP HEIGHT-           8.34  (meters)          (06/10/05) GPS OBS
 DE1684  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 DE1684  DYNAMIC HT  -          40.144 (meters)     131.71  (feet)  COMP
 DE1684  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 DE1684
 DE1684  HORZ ORDER  -  FIRST
 DE1684  VERT ORDER  -  FIRST     CLASS II
 DE1684  ELLP ORDER  -  FOURTH    CLASS II
 DE1684
 DE1684.The horizontal coordinates were established by GPS observations
 DE1684.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2005..
 DE1684
 DE1684.The orthometric height was determined by differential leveling
 DE1684.and adjusted by the National Geodetic Survey in June 1991..
 DE1684
 DE1684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1684
 DE1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1684
 DE1684.The ellipsoidal height was determined by GPS observations
 DE1684.and is referenced to NAD 83.
 DE1684
 DE1684.The geoid height was determined by GEOID03.
 DE1684
 DE1684.The dynamic height is computed by dividing the NAVD 88
 DE1684.geopotential number by the normal gravity value computed on the
 DE1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1684.degrees latitude (g = 980.6199 gals.).
 DE1684
 DE1684.The modeled gravity was interpolated from observed gravity values.
 DE1684
 DE1684;                    North         East     Units Scale Factor Converg.
 DE1684;SPC SC       -   199,033.899   682,368.535   MT  0.99979395   +0 26 05.6
 DE1684;SPC SC       -   652,998.36  2,238,741.91   iFT  0.99979395   +0 26 05.6
 DE1684;UTM  17      - 3,720,922.747   572,756.004   MT  0.99966526   +0 26 03.8
 DE1684
 DE1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1684!SPC SC       -   0.99999869  x   0.99979395  =   0.99979264
 DE1684!UTM  17      -   0.99999869  x   0.99966526  =   0.99966395
 DE1684
 DE1684                          SUPERSEDED SURVEY CONTROL
 DE1684
 DE1684  NAVD 88 (06/10/05)   40.19   (m)          131.9    (f) LEVELING    3  
 DE1684  NGVD 29 (03/21/89)   40.480  (m)          132.81   (f) ADJUSTED    1 2
 DE1684
 DE1684.Superseded values are not recommended for survey control.
 DE1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1684.See file dsdata.txt to determine how the superseded data were derived.
 DE1684
 DE1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7275620923(NAD 83)
 DE1684_MARKER: DD = SURVEY DISK
 DE1684_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DE1684+WITH SETTING: INTO GROUND
 DE1684_SP_SET: METAL ROD WITH BASE PLATE
 DE1684_STAMPING: VERT 14 051 1984
 DE1684_MARK LOGO: SCSC  
 DE1684_PROJECTION: RECESSED 15 CENTIMETERS
 DE1684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1684+STABILITY: SURFACE MOTION
 DE1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1684+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 DE1684_ROD/PIPE-DEPTH: 0.75 meters
 DE1684
 DE1684  HISTORY     - Date     Condition        Report By
 DE1684  HISTORY     - 1984     MONUMENTED       SCSC
 DE1684  HISTORY     - 1984     GOOD             SCGS
 DE1684  HISTORY     - 20041011 GOOD             SCGS
 DE1684
 DE1684                          STATION DESCRIPTION
 DE1684
 DE1684'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1684'8.0 KM (5.0 MI) SOUTH FROM MANNING.
 DE1684'0.5 KILOMETER (0.3 MILE) SOUTH ALONG BROOKS STREET FROM THE COURTHOUSE
 DE1684'IN MANNING, THENCE 7.6 KILOMETERS (4.7 MILES) SOUTH ALONG STATE
 DE1684'HIGHWAY 260 (MILLS STREET), SET NEAR A POWER POLE ON THE SOUTH SIDE OF
 DE1684'THE MT CHAPLE CHURCH, 72.85 METERS (239.0 FEET) WEST OF THE CENTERLINE
 DE1684'OF THE HIGHWAY, 22.01 METERS (72.2 FEET) EAST-NORTHEAST OF THE
 DE1684'SOUTHEAST CORNER OF THE CLASSROOM PORTION OF THE CHURCH, 16.76 METERS
 DE1684'(55.0 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN
 DE1684'PORTION OF THE CHURCH, 0.91 METER (3.0 FEET) NORTH-NORTHEAST OF THE
 DE1684'POWER POLE.
 DE1684
 DE1684                          STATION RECOVERY (2004)
 DE1684
 DE1684'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1684'STATION IS LOCATED 4.8 MILES SOUTH OF MANNING. OWNERSHIP--MOUNT CHAPEL
 DE1684'CHURCH, ROUTE 7,  MANNING, SC 29102, PHONE 803-473-2344. TO REACH THE
 DE1684'STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (WINFIELD DRIVE) AND
 DE1684'STATE  HIGHWAY 260 (MILL STREET) IN MANNING, GO SOUTH ON HIGHWAY 260
 DE1684'FOR 4.6 MILES TO THE  ENTRANCE DRIVE RIGHT TO THE MOUNT CHAPEL CHURCH,
 DE1684'TURN RIGHT ON THE ENTRANCE DRIVE  FOR 0.05 MILE TO THE STATION ON THE
 DE1684'LEFT NEAR A POWER POLE IN THE CHURCH YARD. STATION IS A CONCRETE POST
 DE1684'RECESSED 0.5 FOOT, 49.8 FEET NORTHWEST OF A POWER POLE  1397J/14264
 DE1684'WITH A SECURITY LIGHT, TRANSFORMER AND GUY WIRE, 54.8 FEET SOUTH OF
 DE1684'THE  SOUTH CORNER OF THE MAIN BUILDING OF THE CHURCH, 72.0 FEET EAST
 DE1684'OF THE SOUTHEAST  CORNER OF THE CLASSROOM WING OF THE CHURCH.
 DE1684'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY
 DE1684'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3401 ***********************************************************************
 DE3401  DESIGNATION -  14 052
 DE3401  PID         -  DE3401
 DE3401  STATE/COUNTY-  SC/CLARENDON
 DE3401  USGS QUAD   -  MANNING (1980)
 DE3401
 DE3401                         *CURRENT SURVEY CONTROL
 DE3401  ___________________________________________________________________
 DE3401* NAD 83(1986)-  33 41 13.     (N)    080 13 17.     (W)     SCALED    
 DE3401* NAVD 88     -        37.292  (meters)     122.35   (feet)  ADJUSTED  
 DE3401  ___________________________________________________________________
 DE3401  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DE3401  DYNAMIC HT  -          37.254 (meters)     122.22  (feet)  COMP
 DE3401  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 DE3401
 DE3401  VERT ORDER  -  FIRST     CLASS II
 DE3401
 DE3401.The horizontal coordinates were scaled from a topographic map and have
 DE3401.an estimated accuracy of +/- 6 seconds.
 DE3401
 DE3401.The orthometric height was determined by differential leveling
 DE3401.and adjusted by the National Geodetic Survey in June 1994..
 DE3401
 DE3401.The geoid height was determined by GEOID03.
 DE3401
 DE3401.The dynamic height is computed by dividing the NAVD 88
 DE3401.geopotential number by the normal gravity value computed on the
 DE3401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3401.degrees latitude (g = 980.6199 gals.).
 DE3401
 DE3401.The modeled gravity was interpolated from observed gravity values.
 DE3401
 DE3401;                    North         East    Units  Estimated Accuracy
 DE3401;SPC SC       -   205,830.      681,780.      MT  (+/- 180 meters Scaled)
 DE3401
 DE3401                          SUPERSEDED SURVEY CONTROL
 DE3401
 DE3401.No superseded survey control is available for this station.
 DE3401
 DE3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT721277(NAD 83)
 DE3401_MARKER: DD = SURVEY DISK
 DE3401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3401_SP_SET: CONCRETE POST
 DE3401_STAMPING: 14 052 1993
 DE3401_MARK LOGO: SCGS  
 DE3401_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3401+STABILITY: SURFACE MOTION
 DE3401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3401+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3401
 DE3401  HISTORY     - Date     Condition        Report By
 DE3401  HISTORY     - 1993     MONUMENTED       SCGS
 DE3401  HISTORY     - 20041027 MARK NOT FOUND   SCGS
 DE3401
 DE3401                          STATION DESCRIPTION
 DE3401
 DE3401'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3401'STATION IS LOCATED IN MANNING. OWNERSHIP--W.B. PRINCE COMPANY, P.O.
 DE3401'BOX 1802, COLUMBIA, SC 29202, PHONE 803-798-2915. TO REACH THE
 DE3401'STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (SUNSET DRIVE) AND
 DE3401'STATE HIGHWAY 260 (MILL STREET) IN MANNING, GO WEST ON HIGHWAY 301
 DE3401'FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE ROAD 371 (MOYE STREET)
 DE3401', CONTINUE ON HIGHWAY 301 FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 DE3401'THE LEFT IN A GRASSY AREA BETWEEN TWO BRICK BUILDINGS (STUCKEYS SALES
 DE3401'AND SUPPLIES AND TIMS SMALL ENGINE REPAIR). STATION IS A CONCRETE
 DE3401'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 51.0 FEET
 DE3401'(15.5 M) SOUTH SOUTHEAST OF THE NORTH EDGE OF THE CURB OF THE
 DE3401'HIGHWAY, 49.8 FEET (15.2 M) SOUTH SOUTHEAST OF A POWER POLE Y87, 65.2
 DE3401'FEET (19.9 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF STUCKEYS
 DE3401'STORE, 67.3 FEET (20.5 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF
 DE3401'TIMS STORE, 158.3 FEET (48.2 M) WEST SOUTHWEST OF THE CENTER OF ROAD
 DE3401'371, 3.6 FEET (1.1 M) NORTH NORTHWEST OF A WITNESS POST. DESCRIBED BY
 DE3401'C.E. GEOGHEGAN.
 DE3401
 DE3401                          STATION RECOVERY (2004)
 DE3401
 DE3401'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE3401'NOT RECOVERED,  A 15 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE
 DE3401'AREA IS NOW A  CONCRETE PARKING LOT,  PRESUMED DESTROYED. RECOVERY BY
 DE3401'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0087 ***********************************************************************
 ED0087  DESIGNATION -  14 749
 ED0087  PID         -  ED0087
 ED0087  STATE/COUNTY-  SC/GREENVILLE
 ED0087  USGS QUAD   -  TAYLORS (1983)
 ED0087
 ED0087                         *CURRENT SURVEY CONTROL
 ED0087  ___________________________________________________________________
 ED0087* NAD 83(1986)-  34 53 38.     (N)    082 22 08.     (W)     SCALED    
 ED0087* NAVD 88     -       330.244  (meters)    1083.48   (feet)  ADJUSTED  
 ED0087  ___________________________________________________________________
 ED0087  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ED0087  DYNAMIC HT  -         329.906 (meters)    1082.37  (feet)  COMP
 ED0087  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 ED0087
 ED0087  VERT ORDER  -  FIRST     CLASS II
 ED0087
 ED0087.The horizontal coordinates were scaled from a topographic map and have
 ED0087.an estimated accuracy of +/- 6 seconds.
 ED0087
 ED0087.The orthometric height was determined by differential leveling
 ED0087.and adjusted by the National Geodetic Survey in June 1991..
 ED0087
 ED0087.The geoid height was determined by GEOID03.
 ED0087
 ED0087.The dynamic height is computed by dividing the NAVD 88
 ED0087.geopotential number by the normal gravity value computed on the
 ED0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0087.degrees latitude (g = 980.6199 gals.).
 ED0087
 ED0087.The modeled gravity was interpolated from observed gravity values.
 ED0087
 ED0087;                    North         East    Units  Estimated Accuracy
 ED0087;SPC SC       -   340,250.      484,480.      MT  (+/- 180 meters Scaled)
 ED0087
 ED0087                          SUPERSEDED SURVEY CONTROL
 ED0087
 ED0087  NGVD 29 (??/??/92)  330.324  (m)         1083.74   (f) ADJ UNCH    1 2
 ED0087
 ED0087.Superseded values are not recommended for survey control.
 ED0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0087.See file dsdata.txt to determine how the superseded data were derived.
 ED0087
 ED0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU749621(NAD 83)
 ED0087_MARKER: Z = SEE DESCRIPTION
 ED0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0087_SP_SET: BRIDGE
 ED0087_STAMPING: S.C.H.D. 14
 ED0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0087+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED0087
 ED0087  HISTORY     - Date     Condition        Report By
 ED0087  HISTORY     - UNK      MONUMENTED       SCHD
 ED0087  HISTORY     - 1933     GOOD             NGS
 ED0087  HISTORY     - 1982     MARK NOT FOUND   SCGS
 ED0087  HISTORY     - 1982     MARK NOT FOUND   SCGS
 ED0087  HISTORY     - 20000719 MARK NOT FOUND   SCGS
 ED0087  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED0087
 ED0087                          STATION DESCRIPTION
 ED0087
 ED0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0087'4 MI NE FROM GREENVILLE.
 ED0087'ABOUT 4.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 ED0087'GREENVILLE, GREENVILLE COUNTY, ABOUT 660 FEET SOUTHWEST OF
 ED0087'MILEPOST 480, AT AN OVERHEAD BRIDGE, IN THE CENTER OF THE TOP
 ED0087'OF THE NORTHWEST FOOTING OF THE MAIN SPAN, AND 10 FEET NORTHWEST
 ED0087'OF THE CENTER LINE OF THE SOUTH-BOUND MAIN TRACK.  A BRASS PIN,
 ED0087'MARKED S.C.H.D. 14.
 ED0087
 ED0087                          STATION RECOVERY (1982)
 ED0087
 ED0087'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED0087'NOT RECOVERED, BELIEVED TO BE DESTROYED WHEN NEW BRIDGE WAS BUILT.
 ED0087
 ED0087                          STATION RECOVERY (1982)
 ED0087
 ED0087'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED0087'MARK NOT FOUND.
 ED0087
 ED0087                          STATION RECOVERY (2000)
 ED0087
 ED0087'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0087'NOT RECOVERED, NEW BRIDGE CONSTRUCTED IN 1988, PRESUMED DESTROYED.
 ED0087'RECOVERY BY D.L.  BRECHLIN.
 ED0087
 ED0087                          STATION RECOVERY (2004)
 ED0087
 ED0087'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1493 ***********************************************************************
 DE1493  DESIGNATION -  14 A
 DE1493  PID         -  DE1493
 DE1493  STATE/COUNTY-  SC/BERKELEY
 DE1493  USGS QUAD   -  CROSS (1987)
 DE1493
 DE1493                         *CURRENT SURVEY CONTROL
 DE1493  ___________________________________________________________________
 DE1493* NAD 83(1986)-  33 19 46.     (N)    080 09 02.     (W)     SCALED    
 DE1493* NAVD 88     -        25.298  (meters)      83.00   (feet)  ADJUSTED  
 DE1493  ___________________________________________________________________
 DE1493  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1493  DYNAMIC HT  -          25.271 (meters)      82.91  (feet)  COMP
 DE1493  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 DE1493
 DE1493  VERT ORDER  -  FIRST     CLASS II
 DE1493
 DE1493.The horizontal coordinates were scaled from a topographic map and have
 DE1493.an estimated accuracy of +/- 6 seconds.
 DE1493
 DE1493.The orthometric height was determined by differential leveling
 DE1493.and adjusted by the National Geodetic Survey in June 1991..
 DE1493
 DE1493.The geoid height was determined by GEOID03.
 DE1493
 DE1493.The dynamic height is computed by dividing the NAVD 88
 DE1493.geopotential number by the normal gravity value computed on the
 DE1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1493.degrees latitude (g = 980.6199 gals.).
 DE1493
 DE1493.The modeled gravity was interpolated from observed gravity values.
 DE1493
 DE1493;                    North         East    Units  Estimated Accuracy
 DE1493;SPC SC       -   166,240.      688,670.      MT  (+/- 180 meters Scaled)
 DE1493
 DE1493                          SUPERSEDED SURVEY CONTROL
 DE1493
 DE1493  NGVD 29 (03/21/89)   25.596  (m)           83.98   (f) ADJUSTED    1 2
 DE1493
 DE1493.Superseded values are not recommended for survey control.
 DE1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1493.See file dsdata.txt to determine how the superseded data were derived.
 DE1493
 DE1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS790881(NAD 83)
 DE1493_MARKER: DB = BENCH MARK DISK
 DE1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1493_SP_SET: CONCRETE POST
 DE1493_STAMPING: 1977 - NO. 14-A
 DE1493_MARK LOGO: SCSC  
 DE1493_PROJECTION: PROJECTING 15 CENTIMETERS
 DE1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1493+STABILITY: SURFACE MOTION
 DE1493
 DE1493  HISTORY     - Date     Condition        Report By
 DE1493  HISTORY     - 1977     MONUMENTED       SCSC
 DE1493  HISTORY     - 1985     GOOD             SCGS
 DE1493
 DE1493                          STATION DESCRIPTION
 DE1493
 DE1493'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1493'IN CROSS.
 DE1493'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1493'CROSS POST OFFICE, THENCE 0.2 KILOMETERS (0.1 MILE) EASTERLY ALONG
 DE1493'COUNTY ROAD S-8-971 TO A SAND ROAD LEFT LEADING TO SANTEE COOPER BOAT
 DE1493'ACCESS AND THE S AND S CAMPGROUND, THENCE 0.1 KILOMETER (0.05 MILE)
 DE1493'SOUTHEAST ALONG THE SAND ROAD TO A Y-FORK, SET NEAR A 18-INCH SWEET
 DE1493'GUM TREEE IN THE NORTHWEST CORNER OF THE YARD OF A ONE-STORY CINDER
 DE1493'BLOCK HOUSE, 34.57 METERS (113.42 FEET) SOUTHEAST OF THE NORTHWEST
 DE1493'CORNER OF THE HOUSE, 30.0 METERS (98.43 FEET) EAST-SOUTHEAST OF A
 DE1493'POWER POLE WITH A TRANSFORMER, 9.0 METERS (29.53 FEET) SOUTH OF THE
 DE1493'APPROXIMATE CENTER OF THE MAIN SAND ROAD, 2.65 METERS (8.69 FEET)
 DE1493'NORTH OF THE SWEET GUM TREE.
 DE1493'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 DE1493'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 WA0089 ***********************************************************************
 WA0089  DESIGNATION -  14 GNH
 WA0089  PID         -  WA0089
 WA0089  STATE/COUNTY-  SC/COLLETON
 WA0089  USGS QUAD   -  LODGE (1982)
 WA0089
 WA0089                         *CURRENT SURVEY CONTROL
 WA0089  ___________________________________________________________________
 WA0089* NAD 83(1986)-  33 04 11.     (N)    080 57 28.     (W)     SCALED    
 WA0089* NAVD 88     -        32.965  (meters)     108.15   (feet)  ADJUSTED  
 WA0089  ___________________________________________________________________
 WA0089  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 WA0089  DYNAMIC HT  -          32.929 (meters)     108.03  (feet)  COMP
 WA0089  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 WA0089
 WA0089  VERT ORDER  -  FIRST     CLASS II
 WA0089
 WA0089.The horizontal coordinates were scaled from a topographic map and have
 WA0089.an estimated accuracy of +/- 6 seconds.
 WA0089
 WA0089.The orthometric height was determined by differential leveling
 WA0089.and adjusted by the National Geodetic Survey in September 1998..
 WA0089
 WA0089.The geoid height was determined by GEOID03.
 WA0089
 WA0089.The dynamic height is computed by dividing the NAVD 88
 WA0089.geopotential number by the normal gravity value computed on the
 WA0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 WA0089.degrees latitude (g = 980.6199 gals.).
 WA0089
 WA0089.The modeled gravity was interpolated from observed gravity values.
 WA0089
 WA0089;                    North         East    Units  Estimated Accuracy
 WA0089;SPC SC       -   137,120.      613,540.      MT  (+/- 180 meters Scaled)
 WA0089
 WA0089                          SUPERSEDED SURVEY CONTROL
 WA0089
 WA0089.No superseded survey control is available for this station.
 WA0089
 WA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS039590(NAD 83)
 WA0089_MARKER: DD = SURVEY DISK
 WA0089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 WA0089_SP_SET: CULVERT HEADWALL
 WA0089_STAMPING: 109 14 GNH 1976
 WA0089_MARK LOGO: USGS  
 WA0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 WA0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0089+STABILITY: SURFACE MOTION
 WA0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 WA0089+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1995
 WA0089
 WA0089  HISTORY     - Date     Condition        Report By
 WA0089  HISTORY     - 1976     MONUMENTED       USGS
 WA0089  HISTORY     - 19950109 GOOD             SCGS
 WA0089  HISTORY     - 20050801 MARK NOT FOUND   SCGS
 WA0089
 WA0089                          STATION DESCRIPTION
 WA0089
 WA0089'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 WA0089'STATION IS LOCATED IN LODGE.  OWNERSHIP--SCDOT, DIRECTOR OF
 WA0089'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 WA0089'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 WA0089'HIGHWAYS 64, 217 AND STATE ROAD 18 IN LODGE, GO NORTHWEST ON HIGHWAY
 WA0089'64 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 82 AND THE
 WA0089'STATION AHEAD ON THE RIGHT IN AN IRRIGATION CULVERT HEADWALL. STATION
 WA0089'IS A DRILL MARK IN THE HEADWALL AND 1.0 FOOT (0.3 M) BELOW THE
 WA0089'HIGHWAY, 17.5 FEET (5.3 M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 0.6
 WA0089'FOOT (18.3 CM) EAST SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL,
 WA0089'222.0 FEET (67.7 M) WEST NORTHWEST OF THE CENTER OF ROAD 82, 8.4 FEET
 WA0089'(2.6 M) WEST NORTHWEST OF A WITNESS POST AT A SPEED LIMIT SIGN.
 WA0089'RECOVERED BY R.W.  ROBERTS.
 WA0089
 WA0089                          STATION RECOVERY (2005)
 WA0089
 WA0089'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 WA0089'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, AREA DESCRIBED HAS
 WA0089'BEEN CHANGED DUE TO HIGHWAY RIGHT OF WAY MAINTENANCE AND WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2982 ***********************************************************************
 CK2982  DESIGNATION -  14 WLC
 CK2982  PID         -  CK2982
 CK2982  STATE/COUNTY-  SC/COLLETON
 CK2982  USGS QUAD   -  WALTERBORO (1988)
 CK2982
 CK2982                         *CURRENT SURVEY CONTROL
 CK2982  ___________________________________________________________________
 CK2982* NAD 83(1986)-  32 56 04.     (N)    080 39 32.     (W)     SCALED    
 CK2982* NAVD 88     -        29.208  (meters)      95.83   (feet)  ADJUSTED  
 CK2982  ___________________________________________________________________
 CK2982  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2982  DYNAMIC HT  -          29.177 (meters)      95.72  (feet)  COMP
 CK2982  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 CK2982
 CK2982  VERT ORDER  -  FIRST     CLASS II
 CK2982
 CK2982.The horizontal coordinates were scaled from a topographic map and have
 CK2982.an estimated accuracy of +/- 6 seconds.
 CK2982
 CK2982.The orthometric height was determined by differential leveling
 CK2982.and adjusted by the National Geodetic Survey in June 1991..
 CK2982
 CK2982.The geoid height was determined by GEOID03.
 CK2982
 CK2982.The dynamic height is computed by dividing the NAVD 88
 CK2982.geopotential number by the normal gravity value computed on the
 CK2982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2982.degrees latitude (g = 980.6199 gals.).
 CK2982
 CK2982.The modeled gravity was interpolated from observed gravity values.
 CK2982
 CK2982;                    North         East    Units  Estimated Accuracy
 CK2982;SPC SC       -   122,170.      641,500.      MT  (+/- 180 meters Scaled)
 CK2982
 CK2982                          SUPERSEDED SURVEY CONTROL
 CK2982
 CK2982  NGVD 29 (03/21/89)   29.495  (m)           96.77   (f) ADJUSTED    1 2
 CK2982
 CK2982.Superseded values are not recommended for survey control.
 CK2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2982.See file dsdata.txt to determine how the superseded data were derived.
 CK2982
 CK2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS318440(NAD 83)
 CK2982_MARKER: DD = SURVEY DISK
 CK2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2982_SP_SET: CONCRETE POST
 CK2982_STAMPING: 97 14 WLC 1982
 CK2982_MARK LOGO: USGS  
 CK2982_PROJECTION: FLUSH
 CK2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2982+STABILITY: SURFACE MOTION
 CK2982
 CK2982  HISTORY     - Date     Condition        Report By
 CK2982  HISTORY     - 1982     MONUMENTED       USGS
 CK2982  HISTORY     - 1984     GOOD             SCGS
 CK2982  HISTORY     - 20050808 MARK NOT FOUND   SCGS
 CK2982
 CK2982                          STATION DESCRIPTION
 CK2982
 CK2982'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2982'3.9 KM (2.4 MI) NORTH FROM WALTERBORO.
 CK2982'3.9 KILOMETERS (2.4 MILES) NORTHERLY ALONG U.S. HIGHWAY 15 FROM THE
 CK2982'COURT HOUSE IN WALTERBORO, SET NEAR A POWER POLE IN THE SOUTHWEST
 CK2982'ANGLE OF THE INTERSECTION OF COUNTY ROAD S-15-130, 18.0 METERS (59.1
 CK2982'FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.8 METERS
 CK2982'(45.3 FEET) SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 4.1 METERS
 CK2982'(13.9 FEET) SOUTH-SOUTHWEST OF POWER POLE NUMBER 214252.
 CK2982'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CK2982
 CK2982                          STATION RECOVERY (2005)
 CK2982
 CK2982'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2982'A 20 MINUTE SEARCH WAS CONDUCTED AND A BROKEN CONCRETE POST WAS FOUND
 CK2982'AT THE DESCRIBED SITE, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5643 ***********************************************************************
 CK5643  HT_MOD      -  This is a Height Modernization Survey Station.
 CK5643  DESIGNATION -  1400
 CK5643  PID         -  CK5643
 CK5643  STATE/COUNTY-  SC/BEAUFORT
 CK5643  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5643
 CK5643                         *CURRENT SURVEY CONTROL
 CK5643  ___________________________________________________________________
 CK5643* NAD 83(2001)-  32 06 48.47180(N)    080 49 40.40038(W)     ADJUSTED  
 CK5643* NAVD 88     -         4.95   (meters)      16.2    (feet)  GPS OBS   
 CK5643  ___________________________________________________________________
 CK5643  X           -     861,936.475 (meters)                     COMP
 CK5643  Y           -  -5,338,219.098 (meters)                     COMP
 CK5643  Z           -   3,371,080.639 (meters)                     COMP
 CK5643  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CK5643  ELLIP HEIGHT-         -26.66  (meters)          (06/28/04) GPS OBS
 CK5643  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK5643  DYNAMIC HT  -           4.94  (meters)      16.2   (feet)  COMP
 CK5643  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 CK5643
 CK5643  HORZ ORDER  -  FIRST
 CK5643  VERT ORDER  -  THIRD (See Below)
 CK5643  ELLP ORDER  -  FOURTH    CLASS I
 CK5643
 CK5643.The horizontal coordinates were established by GPS observations
 CK5643.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK5643
 CK5643.The orthometric height was determined by GPS observations and a
 CK5643.high-resolution geoid model using precise GPS observation and
 CK5643.processing techniques. It supersedes the leveled height previously
 CK5643.determined for this station.
 CK5643.The vertical order pertains to the first NAVD 88 superseded value.
 CK5643
 CK5643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5643
 CK5643.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5643
 CK5643.The ellipsoidal height was determined by GPS observations
 CK5643.and is referenced to NAD 83.
 CK5643
 CK5643.The geoid height was determined by GEOID03.
 CK5643
 CK5643.The dynamic height is computed by dividing the NAVD 88
 CK5643.geopotential number by the normal gravity value computed on the
 CK5643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5643.degrees latitude (g = 980.6199 gals.).
 CK5643
 CK5643.The modeled gravity was interpolated from observed gravity values.
 CK5643
 CK5643;                    North         East     Units Scale Factor Converg.
 CK5643;SPC SC       -    31,083.315   625,845.816   MT  1.00015846   +0 05 43.5
 CK5643;SPC SC       -   101,979.38  2,053,299.92   iFT  1.00015846   +0 05 43.5
 CK5643;UTM  17      - 3,553,025.441   516,236.763   MT  0.99960325   +0 05 29.4
 CK5643
 CK5643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5643!SPC SC       -   1.00000419  x   1.00015846  =   1.00016265
 CK5643!UTM  17      -   1.00000419  x   0.99960325  =   0.99960743
 CK5643
 CK5643                          SUPERSEDED SURVEY CONTROL
 CK5643
 CK5643  NAD 83(1986)-  32 06 48.48323(N)    080 49 40.40813(W) AD(       ) 1
 CK5643  NAD 83(2001)-  32 06 48.47031(N)    080 49 40.40004(W) AD(       ) 3
 CK5643  NAD 83(1986)-  32 06 48.48600(N)    080 49 40.42200(W) AD(       ) 3
 CK5643  NAVD 88 (04/27/95)    4.976  (m)           16.33   (f) ADJUSTED    3 0
 CK5643  NGVD 29 (04/23/92)    5.258  (m)           17.25   (f) ADJUSTED    3 0
 CK5643
 CK5643.Superseded values are not recommended for survey control.
 CK5643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5643.See file dsdata.txt to determine how the superseded data were derived.
 CK5643
 CK5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1623753025(NAD 83)
 CK5643_MARKER: P = PIPE CAP
 CK5643_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5643_STAMPING: 1400 1988
 CK5643_MARK LOGO: SCCC  
 CK5643_PROJECTION: PROJECTING 15 CENTIMETERS
 CK5643_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5643+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 CK5643
 CK5643  HISTORY     - Date     Condition        Report By
 CK5643  HISTORY     - 1988     MONUMENTED       SCCC
 CK5643  HISTORY     - 19960612 GOOD             USPSQD
 CK5643  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 CK5643  HISTORY     - 20030611 GOOD             SCGS
 CK5643  HISTORY     - 20040420 GOOD             USPSQD
 CK5643
 CK5643                          STATION DESCRIPTION
 CK5643
 CK5643'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5643'THE STATION IS LOCATED IN SEA PINES ON HILTON HEAD ISLAND.  FROM GUARD
 CK5643'HOUSE ON NORTH SEA PINES DRIVE, PROCEED 2.05 MILES ON NORTH SEA PINES
 CK5643'DRIVE TO THE JUNCTION OF SOUTH SEA PINES DRIVE, PROCEED 1.55 MILES ON
 CK5643'SOUTH SEA PINES DRIVE TO BEACH SIDE TENNIS VILLAS, TURN LEFT FOR 0.2
 CK5643'MILES ON STREET TO THE END OF THE BUILDING (BEACH SIDE TENNIS VILLAS
 CK5643'BUILDING 1-A), FOLLOW BEACH ACCESS TO TOP DUNES AND THE STATION ON
 CK5643'THE RIGHT AT TOP DUNES.  MARKER IS 39.0 FEET NORTHEAST OF A 4-INCH
 CK5643'PINE TREE AND 38.5 FEET WEST OF A 8-INCH PINE TREE.  MARK IS
 CK5643'PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5643'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5643'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5643
 CK5643                          STATION RECOVERY (1996)
 CK5643
 CK5643'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5643'RECOVERED IN GOOD CONDITION.
 CK5643
 CK5643                          STATION RECOVERY (1998)
 CK5643
 CK5643'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK5643'MARK NOT FOUND.
 CK5643
 CK5643                          STATION RECOVERY (2003)
 CK5643
 CK5643'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5643'STATION IS LOCATED ON HILTON HEAD ISLAND, 23.75 MILES SOUTH SOUTHWEST
 CK5643'OF BEAUFORT.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL. TO REACH THE
 CK5643'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 278 BYPASS (CROSS ISLAND
 CK5643'PARKWAY), 278 BUSINESS (W.M. HILTON PARKWAY) ON HILTON HEAD ISLAND, GO
 CK5643'EAST SOUTHEAST  ON HIGHWAY 278 BUSINESS FOR 8.5 MILES TO THE TRAFFIC
 CK5643'CIRCLE JUNCTION OF PALMETTO BAY  ROAD RIGHT AND GREENWOOD DRIVE AHEAD,
 CK5643'CONTINUE ON GREENWOOD DRIVE FOR 0.3 MILE TO  THE GUARD GATE ENTRANCE
 CK5643'TO SEA PINES PLANTATION, AFTER GAINING PERMISSION/ACCESS  PROCEED
 CK5643'AHEAD ON GREENWOOD DRIVE FOR 1.4 MILES TO THE JUNCTION OF PLANTATION
 CK5643'DRIVE,  TURN RIGHT ON PLANTATION DRIVE FOR  1.0 MILE TO THE JUNCTION
 CK5643'OF LIGHTHOUSE ROAD,  TURN LEFT ON LIGHTHOUSE ROAD FOR 0.5 MILE TO THE
 CK5643'TRAFFIC CIRCLE JUNCTION OF  FRASIER CIRCLE, CONTINUE AROUND THE CIRCLE
 CK5643'ON LIGHTHOUSE ROAD FOR 0.4 MILE TO THE  JUNCTION OF SEAPINES DRIVE,
 CK5643'TURN RIGHT ON SEAPINES DRIVE FOR 1.7 MILES TO AN ENTRANCE  DRIVE LEFT
 CK5643'AT BEACH SIDE TENNIS VILLAS NUMBER 247,  TURN LEFT ON THE ENTRANCE
 CK5643'DRIVE FOR  0.15 MILE TO THE END OF TRUCK TRAVEL AT THE PARKING LOT FOR
 CK5643'BUILDING 1-A, PROCEED BY FOOT  ALONG THE LEFT (EAST SIDE) OF THE
 CK5643'BUILDING TO THE STATION ATOP A DUNE ON THE BEACH FRONT  SIDE OF THE
 CK5643'BUILDING. STATION IS A PIPE CAP ATTACHED TO A PIPE PROJECTING 0.5
 CK5643'FOOT, 62.2 FEET EAST OF A NEARBY  SURVEY MARKER (1-0+08 EL 7.18),
 CK5643'119.4 FEET SOUTH OF THE CENTER OF THE WOODEN  BOARDWALK-BEACH ACCESS,
 CK5643'38.7 FEET NORTHWEST OF A QUAD TRUNKED 0.9--FOOT PINE TREE,  30.5 FEET
 CK5643'WEST OF A 1.3-FOOT LONE PALMETTO TREE. RECOVERED BY T. HALL.
 CK5643
 CK5643                          STATION RECOVERY (2004)
 CK5643
 CK5643'RECOVERY NOTE BY US POWER SQUADRON 2004 (PDL)
 CK5643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5644 ***********************************************************************
 CK5644  DESIGNATION -  1403
 CK5644  PID         -  CK5644
 CK5644  STATE/COUNTY-  SC/BEAUFORT
 CK5644  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5644
 CK5644                         *CURRENT SURVEY CONTROL
 CK5644  ___________________________________________________________________
 CK5644* NAD 83(2001)-  32 06 34.78847(N)    080 49 24.36069(W)     ADJUSTED  
 CK5644* NAVD 88     -         2.316  (meters)       7.60   (feet)  ADJUSTED  
 CK5644  ___________________________________________________________________
 CK5644  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 CK5644  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK5644  DYNAMIC HT  -           2.313 (meters)       7.59  (feet)  COMP
 CK5644  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 CK5644
 CK5644  HORZ ORDER  -  THIRD
 CK5644  VERT ORDER  -  THIRD
 CK5644
 CK5644.The horizontal coordinates were established by classical geodetic methods
 CK5644.and adjusted by the National Geodetic Survey in March 2004..
 CK5644
 CK5644.The orthometric height was determined by differential leveling
 CK5644.and adjusted by the National Geodetic Survey in April 1995..
 CK5644
 CK5644.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5644
 CK5644.The geoid height was determined by GEOID03.
 CK5644
 CK5644.The dynamic height is computed by dividing the NAVD 88
 CK5644.geopotential number by the normal gravity value computed on the
 CK5644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5644.degrees latitude (g = 980.6199 gals.).
 CK5644
 CK5644.The modeled gravity was interpolated from observed gravity values.
 CK5644
 CK5644;                    North         East     Units Scale Factor Converg.
 CK5644;SPC SC       -    30,662.478   626,267.095   MT  1.00016024   +0 05 52.4
 CK5644;SPC SC       -   100,598.68  2,054,682.07   iFT  1.00016024   +0 05 52.4
 CK5644;UTM  17      - 3,552,604.809   516,657.778   MT  0.99960342   +0 05 37.9
 CK5644
 CK5644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5644!SPC SC       -   1.00000460  x   1.00016024  =   1.00016484
 CK5644!UTM  17      -   1.00000460  x   0.99960342  =   0.99960801
 CK5644
 CK5644                          SUPERSEDED SURVEY CONTROL
 CK5644
 CK5644  NAD 83(1986)-  32 06 34.80401(N)    080 49 24.38252(W) AD(       ) 3
 CK5644  NGVD 29 (04/23/92)    2.598  (m)            8.52   (f) ADJUSTED    3 0
 CK5644
 CK5644.Superseded values are not recommended for survey control.
 CK5644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5644.See file dsdata.txt to determine how the superseded data were derived.
 CK5644
 CK5644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1665852605(NAD 83)
 CK5644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5644_SETTING: 0 = UNSPECIFIED SETTING
 CK5644_STAMPING: 1403 1988
 CK5644_MARK LOGO: SCCC  
 CK5644_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK5644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5644+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 CK5644
 CK5644  HISTORY     - Date     Condition        Report By
 CK5644  HISTORY     - 1988     MONUMENTED       SCCC
 CK5644  HISTORY     - 19960612 GOOD             USPSQD
 CK5644  HISTORY     - 20040611 GOOD             USPSQD
 CK5644
 CK5644                          STATION DESCRIPTION
 CK5644
 CK5644'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5644'THE STATION IS LOCATED IN SEA PINES ON HILTON HEAD ISLAND.  FROM GUARD
 CK5644'HOUSE ON NORTH SEA PINES DRIVE, PROCEED 2.05 MILES ON NORTH SEA PINES
 CK5644'DRIVE TO THE JUNCTION OF SOUTH SEA PINES DRIVE, PROCEED 1.35 MILES ON
 CK5644'SOUTH SEA PINES DRIVE TO THE JUNCTION OF BLACK DUCK ROAD, TURN LEFT
 CK5644'AND FOLLOW BLACK DUCK ROAD TO HOUSE NUMBER 7, THE STATION IS LOCATED
 CK5644'ON THE BEACH SIDE OF HOUSE NUMBER 7.  MARKER IS 19.0 FEET WEST
 CK5644'SOUTHWEST OF THE CORNER OF WOODEN DECK AND 6.3 FEET NORTHWEST OF THE
 CK5644'CORNER OF THE WOODEN WALK.  MARK IS A STANDARD BRASS CAP GROUTED IN
 CK5644'TOP OF CONCRETE PILE AT THE END OF OLD GROIN.
 CK5644
 CK5644                          STATION RECOVERY (1996)
 CK5644
 CK5644'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5644'RECOVERED IN GOOD CONDITION.
 CK5644
 CK5644                          STATION RECOVERY (2004)
 CK5644
 CK5644'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5645 ***********************************************************************
 CK5645  DESIGNATION -  1406
 CK5645  PID         -  CK5645
 CK5645  STATE/COUNTY-  SC/BEAUFORT
 CK5645  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5645
 CK5645                         *CURRENT SURVEY CONTROL
 CK5645  ___________________________________________________________________
 CK5645* NAD 83(2001)-  32 06 31.53117(N)    080 49 09.08415(W)     ADJUSTED  
 CK5645* NAVD 88     -         3.068  (meters)      10.07   (feet)  ADJUSTED  
 CK5645  ___________________________________________________________________
 CK5645  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CK5645  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 CK5645  DYNAMIC HT  -           3.065 (meters)      10.06  (feet)  COMP
 CK5645  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CK5645
 CK5645  HORZ ORDER  -  THIRD
 CK5645  VERT ORDER  -  THIRD
 CK5645
 CK5645.The horizontal coordinates were established by classical geodetic methods
 CK5645.and adjusted by the National Geodetic Survey in March 2004..
 CK5645
 CK5645.The orthometric height was determined by differential leveling
 CK5645.and adjusted by the National Geodetic Survey in April 1995..
 CK5645
 CK5645.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5645
 CK5645.The geoid height was determined by GEOID03.
 CK5645
 CK5645.The dynamic height is computed by dividing the NAVD 88
 CK5645.geopotential number by the normal gravity value computed on the
 CK5645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5645.degrees latitude (g = 980.6199 gals.).
 CK5645
 CK5645.The modeled gravity was interpolated from observed gravity values.
 CK5645
 CK5645;                    North         East     Units Scale Factor Converg.
 CK5645;SPC SC       -    30,562.821   626,667.836   MT  1.00016067   +0 06 00.9
 CK5645;SPC SC       -   100,271.72  2,055,996.84   iFT  1.00016067   +0 06 00.9
 CK5645;UTM  17      - 3,552,505.180   517,058.289   MT  0.99960359   +0 05 46.0
 CK5645
 CK5645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5645!SPC SC       -   1.00000448  x   1.00016067  =   1.00016515
 CK5645!UTM  17      -   1.00000448  x   0.99960359  =   0.99960807
 CK5645
 CK5645                          SUPERSEDED SURVEY CONTROL
 CK5645
 CK5645  NAD 83(1986)-  32 06 31.54664(N)    080 49 09.10551(W) AD(       ) 3
 CK5645  NGVD 29 (04/23/92)    3.351  (m)           10.99   (f) ADJUSTED    3 0
 CK5645
 CK5645.Superseded values are not recommended for survey control.
 CK5645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5645.See file dsdata.txt to determine how the superseded data were derived.
 CK5645
 CK5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1705852505(NAD 83)
 CK5645_MARKER: P = PIPE CAP
 CK5645_SETTING: 0 = UNSPECIFIED SETTING
 CK5645_STAMPING: 1406 1988
 CK5645_MARK LOGO: SCCC  
 CK5645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5645+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 CK5645
 CK5645  HISTORY     - Date     Condition        Report By
 CK5645  HISTORY     - 1988     MONUMENTED       SCCC
 CK5645  HISTORY     - 19960612 GOOD             USPSQD
 CK5645  HISTORY     - 20040611 GOOD             USPSQD
 CK5645
 CK5645                          STATION DESCRIPTION
 CK5645
 CK5645'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5645'THE STATION IS LOCATED IN SEA PINES ON HILTON HEAD ISLAND.  FROM GUARD
 CK5645'HOUSE ON NORTH SEA PINES DRIVE, PROCEED 2.05 MILES ON NORTH SEA PINES
 CK5645'DRIVE TO THE JUNCTION OF SOUTH SEA PINES DRIVE, PROCEED 1.15 MILES ON
 CK5645'SOUTH SEA PINES DRIVE TO BEACH ACCESS ON THE LEFT, PROCEED ALONG
 CK5645'BEACH ACCESS TO THE TOP DUNES AND THE STATION LOCATED ON THE RIGHT AT
 CK5645'TOP DUNES.  MARKER IS 30.0 FEET SOUTH SOUTHWEST OF THE END OF THE
 CK5645'CONCRETE WALK AND 27.0 FEET EAST NORTHEAST OF THE 4-INCH PVC PIPE
 CK5645'CALLED STATION NUMBER 40.  MARK IS PROJECTING 0.2 FEET ABOVE THE
 CK5645'SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A
 CK5645'2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED
 CK5645'BY CONCRETE.
 CK5645
 CK5645                          STATION RECOVERY (1996)
 CK5645
 CK5645'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5645'RECOVERED IN GOOD CONDITION.
 CK5645
 CK5645                          STATION RECOVERY (2004)
 CK5645
 CK5645'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5646 ***********************************************************************
 CK5646  DESIGNATION -  1409
 CK5646  PID         -  CK5646
 CK5646  STATE/COUNTY-  SC/BEAUFORT
 CK5646  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5646
 CK5646                         *CURRENT SURVEY CONTROL
 CK5646  ___________________________________________________________________
 CK5646* NAD 83(2001)-  32 06 40.90286(N)    080 48 35.82069(W)     ADJUSTED  
 CK5646* NAVD 88     -         4.613  (meters)      15.13   (feet)  ADJUSTED  
 CK5646  ___________________________________________________________________
 CK5646  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CK5646  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK5646  DYNAMIC HT  -           4.607 (meters)      15.11  (feet)  COMP
 CK5646  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CK5646
 CK5646  HORZ ORDER  -  THIRD
 CK5646  VERT ORDER  -  THIRD
 CK5646
 CK5646.The horizontal coordinates were established by classical geodetic methods
 CK5646.and adjusted by the National Geodetic Survey in March 2004..
 CK5646
 CK5646.The orthometric height was determined by differential leveling
 CK5646.and adjusted by the National Geodetic Survey in April 1995..
 CK5646
 CK5646.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5646
 CK5646.The geoid height was determined by GEOID03.
 CK5646
 CK5646.The dynamic height is computed by dividing the NAVD 88
 CK5646.geopotential number by the normal gravity value computed on the
 CK5646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5646.degrees latitude (g = 980.6199 gals.).
 CK5646
 CK5646.The modeled gravity was interpolated from observed gravity values.
 CK5646
 CK5646;                    North         East     Units Scale Factor Converg.
 CK5646;SPC SC       -    30,853.103   627,539.514   MT  1.00015945   +0 06 19.3
 CK5646;SPC SC       -   101,224.09  2,058,856.67   iFT  1.00015945   +0 06 19.3
 CK5646;UTM  17      - 3,552,795.235   517,929.504   MT  0.99960396   +0 06 03.7
 CK5646
 CK5646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5646!SPC SC       -   1.00000424  x   1.00015945  =   1.00016369
 CK5646!UTM  17      -   1.00000424  x   0.99960396  =   0.99960820
 CK5646
 CK5646                          SUPERSEDED SURVEY CONTROL
 CK5646
 CK5646  NAD 83(1986)-  32 06 40.91855(N)    080 48 35.84106(W) AD(       ) 3
 CK5646  NGVD 29 (04/23/92)    4.895  (m)           16.06   (f) ADJUSTED    3 0
 CK5646
 CK5646.Superseded values are not recommended for survey control.
 CK5646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5646.See file dsdata.txt to determine how the superseded data were derived.
 CK5646
 CK5646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1793052795(NAD 83)
 CK5646_MARKER: P = PIPE CAP
 CK5646_SETTING: 0 = UNSPECIFIED SETTING
 CK5646_STAMPING: 1409 1988
 CK5646_MARK LOGO: SCCC  
 CK5646_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5646+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 CK5646
 CK5646  HISTORY     - Date     Condition        Report By
 CK5646  HISTORY     - 1988     MONUMENTED       SCCC
 CK5646  HISTORY     - 19960612 GOOD             USPSQD
 CK5646  HISTORY     - 20040420 GOOD             USPSQD
 CK5646
 CK5646                          STATION DESCRIPTION
 CK5646
 CK5646'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5646'THE STATION IS LOCATED IN SEA PINES ON HILTON HEAD ISLAND.  FROM GUARD
 CK5646'HOUSE ON NORTH SEA PINES DRIVE, PROCEED 2.05 MILES ON NORTH SEA PINES
 CK5646'DRIVE TO THE JUNCTION OF SOUTH SEA PINES DRIVE, PROCEED ALONG SOUTH
 CK5646'SEA PINES DRIVE FOR 0.85 MILES TO SPRUNT POND ROAD, TURN LEFT AND
 CK5646'PROCEED ALONG SPRUNT POND ROAD TO THE JUNCTION OF SOUTH BEACH LANE
 CK5646'AND BEACH ACCESS, PROCEED ALONG THE BEACH ACCESS TO THE TOP DUNES,
 CK5646'PROCEED EAST ON BEACH FOR 300.0 FEET TO THE STATION ON THE LEFT.
 CK5646'MARKER IS 53.0 FEET WEST SOUTHWEST OF A 4-INCH PVC PIPE CALLED
 CK5646'STATION NUMBER 34 AND 100.0 FEET NORTHWEST OF THE HIGH WATER
 CK5646'MARK.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5646'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5646'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5646
 CK5646                          STATION RECOVERY (1996)
 CK5646
 CK5646'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5646'RECOVERED IN GOOD CONDITION.
 CK5646
 CK5646                          STATION RECOVERY (2004)
 CK5646
 CK5646'RECOVERY NOTE BY US POWER SQUADRON 2004 (PDL)
 CK5646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0817 ***********************************************************************
 DE0817  DESIGNATION -  141
 DE0817  PID         -  DE0817
 DE0817  STATE/COUNTY-  SC/AIKEN
 DE0817  USGS QUAD   -  HOLLOW CREEK (1989)
 DE0817
 DE0817                         *CURRENT SURVEY CONTROL
 DE0817  ___________________________________________________________________
 DE0817* NAD 83(1986)-  33 22 41.     (N)    081 52 28.     (W)     SCALED    
 DE0817* NAVD 88     -        42.759  (meters)     140.29   (feet)  ADJUSTED  
 DE0817  ___________________________________________________________________
 DE0817  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DE0817  DYNAMIC HT  -          42.712 (meters)     140.13  (feet)  COMP
 DE0817  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 DE0817
 DE0817  VERT ORDER  -  FIRST     CLASS II
 DE0817
 DE0817.The horizontal coordinates were scaled from a topographic map and have
 DE0817.an estimated accuracy of +/- 6 seconds.
 DE0817
 DE0817.The orthometric height was determined by differential leveling
 DE0817.and adjusted by the National Geodetic Survey in June 1991..
 DE0817
 DE0817.The geoid height was determined by GEOID03.
 DE0817
 DE0817.The dynamic height is computed by dividing the NAVD 88
 DE0817.geopotential number by the normal gravity value computed on the
 DE0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0817.degrees latitude (g = 980.6199 gals.).
 DE0817
 DE0817.The modeled gravity was interpolated from observed gravity values.
 DE0817
 DE0817;                    North         East    Units  Estimated Accuracy
 DE0817;SPC SC       -   171,650.      528,250.      MT  (+/- 180 meters Scaled)
 DE0817
 DE0817                          SUPERSEDED SURVEY CONTROL
 DE0817
 DE0817  NGVD 29 (??/??/92)   42.999  (m)          141.07   (f) ADJ UNCH    1 2
 DE0817
 DE0817.Superseded values are not recommended for survey control.
 DE0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0817.See file dsdata.txt to determine how the superseded data were derived.
 DE0817
 DE0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS186935(NAD 83)
 DE0817_MARKER: P = PIPE CAP
 DE0817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0817_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0817_STAMPING: 141.076 1918
 DE0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0817
 DE0817  HISTORY     - Date     Condition        Report By
 DE0817  HISTORY     - 1918     MONUMENTED       USGS
 DE0817  HISTORY     - 1958     GOOD             NGS
 DE0817
 DE0817                          STATION DESCRIPTION
 DE0817
 DE0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DE0817'3.0 MI NW FROM KATHWOOD.
 DE0817'ABOUT 3.0 MILES NW ALONG THE JOINT TRACKS OF THE ATLANTIC COAST
 DE0817'LINE AND THE CHARLESTON AND WESTERN CAROLINA RAILROADS FROM THE
 DE0817'PAVED ROAD CROSSING AT KATHWOOD, 21.1 FEET SW OF SW RAIL, 1.2 FEET
 DE0817'LOWER THAN TOP OF SAME, 15 FEET SE OF THE CENTER OF A FARM ROAD
 DE0817'THAT CROSSES THE RAILROAD, 7 FEET SE OF THE PROJECTED CENTER LINE
 DE0817'OF A FARM LANE BETWEEN RAILROAD AND HIGHWAY, AND PROJECTING 1.5
 DE0817'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0760 ***********************************************************************
 DE0760  DESIGNATION -  141
 DE0760  PID         -  DE0760
 DE0760  STATE/COUNTY-  SC/ALLENDALE
 DE0760  USGS QUAD   -  MARTIN (1989)
 DE0760
 DE0760                         *CURRENT SURVEY CONTROL
 DE0760  ___________________________________________________________________
 DE0760* NAD 83(1986)-  33 04 11.     (N)    081 24 19.     (W)     SCALED    
 DE0760* NAVD 88     -        42.722  (meters)     140.16   (feet)  ADJUSTED  
 DE0760  ___________________________________________________________________
 DE0760  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DE0760  DYNAMIC HT  -          42.677 (meters)     140.02  (feet)  COMP
 DE0760  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DE0760
 DE0760  VERT ORDER  -  FIRST     CLASS II
 DE0760
 DE0760.The horizontal coordinates were scaled from a topographic map and have
 DE0760.an estimated accuracy of +/- 6 seconds.
 DE0760
 DE0760.The orthometric height was determined by differential leveling
 DE0760.and adjusted by the National Geodetic Survey in June 1991..
 DE0760
 DE0760.The geoid height was determined by GEOID03.
 DE0760
 DE0760.The dynamic height is computed by dividing the NAVD 88
 DE0760.geopotential number by the normal gravity value computed on the
 DE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0760.degrees latitude (g = 980.6199 gals.).
 DE0760
 DE0760.The modeled gravity was interpolated from observed gravity values.
 DE0760
 DE0760;                    North         East    Units  Estimated Accuracy
 DE0760;SPC SC       -   137,190.      571,760.      MT  (+/- 180 meters Scaled)
 DE0760
 DE0760                          SUPERSEDED SURVEY CONTROL
 DE0760
 DE0760  NGVD 29 (??/??/92)   42.994  (m)          141.06   (f) ADJ UNCH    1 2
 DE0760
 DE0760.Superseded values are not recommended for survey control.
 DE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0760.See file dsdata.txt to determine how the superseded data were derived.
 DE0760
 DE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS621590(NAD 83)
 DE0760_MARKER: P = PIPE CAP
 DE0760_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0760_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE0760_STAMPING: 141 1918
 DE0760_MARK LOGO: USGS  
 DE0760_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DE0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE0760+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1992
 DE0760
 DE0760  HISTORY     - Date     Condition        Report By
 DE0760  HISTORY     - 1918     MONUMENTED       USGS
 DE0760  HISTORY     - 1961     GOOD             NGS
 DE0760  HISTORY     - 19920225 GOOD             SCGS
 DE0760  HISTORY     - 19960206 GOOD             SCGS
 DE0760
 DE0760                          STATION DESCRIPTION
 DE0760
 DE0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0760'1.2 MI SE FROM BALDOC.
 DE0760'ABOUT 1.2 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0760'FROM THE CROSSING OF STATE HIGHWAY 37 AT BALDOC, 0.4 MILE
 DE0760'SOUTHEAST OF MILEPOST 45, 21.9 FEET NORTHEAST OF THE NORTHEAST
 DE0760'RAIL AND AT THE NORTHWEST END OF A CUT, 37 FEET EAST OF THE
 DE0760'CENTER OF CROSSING OF A FARM TRAIL, 55.6 FEET EAST OF AND ACROSS
 DE0760'THE TRACK FROM A CROSSING SIGN, 25.5 FEET EAST OF THE SOUTHEAST
 DE0760'END OF A 20-INCH PIPE CULVERT UNDER THE TRAIL ROAD, 14 FEET
 DE0760'NORTHWEST OF TELEPHONE POLE 22, 164 FEET SOUTHEAST OF BENCH MARK
 DE0760'R 80, DESCRIBED, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 DE0760'LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 DE0760'PIPE FLUSH WITH THE GROUND.  NOTE-- THE 1961 RELEVELING INDICATED
 DE0760'THIS MARK HAS LOWERED ABOUT 2 1/2 CENTIMETERS.
 DE0760
 DE0760                          STATION RECOVERY (1992)
 DE0760
 DE0760'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0760'STATION IS LOCATED 7.0 MILES (11.3 KM) NORTHWEST OF ALLENDALE.
 DE0760'OWNERSHIP--RAILROAD RIGHT OF WAY.
 DE0760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 3,
 DE0760'8.0 MILES (12.9 KM) NORTHWEST OF ALLENDALE, GO EAST ON HIGHWAY 125
 DE0760'FOR 1.1 MILES (1.8 KM) TO A FIELD ACCESS ROAD LEFT, TURN LEFT ON THE
 DE0760'ROAD FOR 0.05 MILE (0.08 KM) TO A RAILROAD CROSSING AND THE STATION
 DE0760'IN THE EAST ANGLE OF THE CROSSING.
 DE0760'STATION IS A PIPE MARK WITH CAP RECESSED 1-INCH AND LEVEL WITH THE
 DE0760'TRACKS, 29.4 FEET (9.0 M) SOUTHEAST OF THE CENTER OF THE FIELD ROAD,
 DE0760'21.5 FEET (6.6 M) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 39.5
 DE0760'FEET (12.0 M) SOUTHEAST OF A RAILROAD CROSSING POST 633567D, 163.0
 DE0760'FEET (49.7 M) SOUTHEAST OF BENCH MARK R 80, 1.0 FOOT (0.3 M)
 DE0760'SOUTHEAST OF A WITNESS POST.
 DE0760'RECOVERED BY T. HALL.
 DE0760
 DE0760                          STATION RECOVERY (1996)
 DE0760
 DE0760'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DE0760'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0818 ***********************************************************************
 DE0818  DESIGNATION -  141 RESET
 DE0818  PID         -  DE0818
 DE0818  STATE/COUNTY-  SC/AIKEN
 DE0818  USGS QUAD   -  HOLLOW CREEK (1989)
 DE0818
 DE0818                         *CURRENT SURVEY CONTROL
 DE0818  ___________________________________________________________________
 DE0818* NAD 83(1986)-  33 22 40.     (N)    081 52 28.     (W)     SCALED    
 DE0818* NAVD 88     -        42.530  (meters)     139.53   (feet)  ADJUSTED  
 DE0818  ___________________________________________________________________
 DE0818  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DE0818  DYNAMIC HT  -          42.483 (meters)     139.38  (feet)  COMP
 DE0818  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 DE0818
 DE0818  VERT ORDER  -  FIRST     CLASS II
 DE0818
 DE0818.The horizontal coordinates were scaled from a topographic map and have
 DE0818.an estimated accuracy of +/- 6 seconds.
 DE0818
 DE0818.The orthometric height was determined by differential leveling
 DE0818.and adjusted by the National Geodetic Survey in June 1991..
 DE0818
 DE0818.The geoid height was determined by GEOID03.
 DE0818
 DE0818.The dynamic height is computed by dividing the NAVD 88
 DE0818.geopotential number by the normal gravity value computed on the
 DE0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0818.degrees latitude (g = 980.6199 gals.).
 DE0818
 DE0818.The modeled gravity was interpolated from observed gravity values.
 DE0818
 DE0818;                    North         East    Units  Estimated Accuracy
 DE0818;SPC SC       -   171,620.      528,250.      MT  (+/- 180 meters Scaled)
 DE0818
 DE0818                          SUPERSEDED SURVEY CONTROL
 DE0818
 DE0818  NGVD 29 (??/??/92)   42.771  (m)          140.32   (f) ADJ UNCH    1 2
 DE0818
 DE0818.Superseded values are not recommended for survey control.
 DE0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0818.See file dsdata.txt to determine how the superseded data were derived.
 DE0818
 DE0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS186935(NAD 83)
 DE0818_MARKER: P = PIPE CAP
 DE0818_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0818_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0818_STAMPING: 141.076 1918 RESET 1961
 DE0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0818
 DE0818  HISTORY     - Date     Condition        Report By
 DE0818  HISTORY     - 1961     MONUMENTED       USGS
 DE0818  HISTORY     - 1961     GOOD             NGS
 DE0818  HISTORY     - 20001211 MARK NOT FOUND   SCGS
 DE0818
 DE0818                          STATION DESCRIPTION
 DE0818
 DE0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0818'6.2 MI NW FROM JACKSON.
 DE0818'ABOUT 6.25 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0818'FROM THE STATION AT JACKSON, 0.45 MILE NORTHWEST OF MILEPOST 451
 DE0818'(9), 20.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 76.6 FEET WEST
 DE0818'AND ACROSS THE TRACK FROM BENCH MARK M 103, DESCRIBED, 26 FEET
 DE0818'SOUTH OF THE CROSSING OF A DIRT ROAD, ABOUT 2 FEET BELOW THE LEVEL
 DE0818'OF THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 DE0818'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- IT WAS
 DE0818'REPORTED THAT THE MARK WAS FOUND LEANING AT A 45 DEGREE ANGLE
 DE0818'AND PROJECTING 18 INCHES ABOVE THE LEVEL OF THE GROUND.  THE MARK
 DE0818'WAS RESET IN ABOUT THE SAME POSITION ONLY LOWER.  THE ELEVATION
 DE0818'141.076 WAS LEFT ON THE MARK.
 DE0818
 DE0818                          STATION RECOVERY (2000)
 DE0818
 DE0818'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE0818'NOT RECOVERED, SEARCHED 15 MINUTES, PULLED TAPE FROM AVAILABLE
 DE0818'REFERENCES, PRESUMED DESTROYED BY UNDERGROUND CABLE CROSSING. RECOVERY
 DE0818'BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5647 ***********************************************************************
 CK5647  DESIGNATION -  1412
 CK5647  PID         -  CK5647
 CK5647  STATE/COUNTY-  SC/BEAUFORT
 CK5647  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5647
 CK5647                         *CURRENT SURVEY CONTROL
 CK5647  ___________________________________________________________________
 CK5647* NAD 83(2001)-  32 06 59.53144(N)    080 48 06.14927(W)     ADJUSTED  
 CK5647* NAVD 88     -         3.389  (meters)      11.12   (feet)  ADJUSTED  
 CK5647  ___________________________________________________________________
 CK5647  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CK5647  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK5647  DYNAMIC HT  -           3.385 (meters)      11.11  (feet)  COMP
 CK5647  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CK5647
 CK5647  HORZ ORDER  -  THIRD
 CK5647  VERT ORDER  -  THIRD
 CK5647
 CK5647.The horizontal coordinates were established by classical geodetic methods
 CK5647.and adjusted by the National Geodetic Survey in March 2004..
 CK5647
 CK5647.The orthometric height was determined by differential leveling
 CK5647.and adjusted by the National Geodetic Survey in April 1995..
 CK5647
 CK5647.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5647
 CK5647.The geoid height was determined by GEOID03.
 CK5647
 CK5647.The dynamic height is computed by dividing the NAVD 88
 CK5647.geopotential number by the normal gravity value computed on the
 CK5647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5647.degrees latitude (g = 980.6199 gals.).
 CK5647
 CK5647.The modeled gravity was interpolated from observed gravity values.
 CK5647
 CK5647;                    North         East     Units Scale Factor Converg.
 CK5647;SPC SC       -    31,428.460   628,316.411   MT  1.00015703   +0 06 35.8
 CK5647;SPC SC       -   103,111.75  2,061,405.55   iFT  1.00015703   +0 06 35.8
 CK5647;UTM  17      - 3,553,370.214   518,706.015   MT  0.99960432   +0 06 19.5
 CK5647
 CK5647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5647!SPC SC       -   1.00000443  x   1.00015703  =   1.00016146
 CK5647!UTM  17      -   1.00000443  x   0.99960432  =   0.99960875
 CK5647
 CK5647                          SUPERSEDED SURVEY CONTROL
 CK5647
 CK5647  NAD 83(1986)-  32 06 59.54730(N)    080 48 06.16889(W) AD(       ) 3
 CK5647  NGVD 29 (04/23/92)    3.671  (m)           12.04   (f) ADJUSTED    3 0
 CK5647
 CK5647.Superseded values are not recommended for survey control.
 CK5647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5647.See file dsdata.txt to determine how the superseded data were derived.
 CK5647
 CK5647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1870653370(NAD 83)
 CK5647_MARKER: P = PIPE CAP
 CK5647_SETTING: 0 = UNSPECIFIED SETTING
 CK5647_STAMPING: 1412 1988
 CK5647_MARK LOGO: SCCC  
 CK5647_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5647+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5647
 CK5647  HISTORY     - Date     Condition        Report By
 CK5647  HISTORY     - 1988     MONUMENTED       SCCC
 CK5647  HISTORY     - 19960612 GOOD             USPSQD
 CK5647  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 CK5647
 CK5647                          STATION DESCRIPTION
 CK5647
 CK5647'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5647'THE STATION IS LOCATED IN SEA PINES ON HILTON HEAD ISLAND.  FROM GUARD
 CK5647'HOUSE ON NORTH SEA PINES DRIVE, PROCEED 2.0 MILES ON NORTH SEA PINES
 CK5647'DRIVE TO THE JUNCTION OF SURF SCOTER ROAD ON LEFT, TURN LEFT AND
 CK5647'PROCEED ALONG SURF SCOTER ROAD TO HOUSE NUMBER 36 AND THE STATION ON
 CK5647'THE BEACH SIDE OF HOUSE.  MARKER IS 16.0 FEET NORTHEAST OF THE CORNER
 CK5647'OF THE WOODEN WALK AND 39.0 FEET EAST NORTHEAST OF THE 4-INCH PVC
 CK5647'PIPE CALLED STATION NUMBER 28.  MARK IS PROJECTING 0.2 FEET ABOVE THE
 CK5647'SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A
 CK5647'2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED
 CK5647'BY CONCRETE.
 CK5647
 CK5647                          STATION RECOVERY (1996)
 CK5647
 CK5647'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5647'RECOVERED IN GOOD CONDITION.
 CK5647
 CK5647                          STATION RECOVERY (2004)
 CK5647
 CK5647'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5648 ***********************************************************************
 CK5648  DESIGNATION -  1415
 CK5648  PID         -  CK5648
 CK5648  STATE/COUNTY-  SC/BEAUFORT
 CK5648  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5648
 CK5648                         *CURRENT SURVEY CONTROL
 CK5648  ___________________________________________________________________
 CK5648* NAD 83(2001)-  32 07 12.76730(N)    080 47 42.44208(W)     ADJUSTED  
 CK5648* NAVD 88     -         3.469  (meters)      11.38   (feet)  ADJUSTED  
 CK5648  ___________________________________________________________________
 CK5648  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 CK5648  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 CK5648  DYNAMIC HT  -           3.465 (meters)      11.37  (feet)  COMP
 CK5648  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CK5648
 CK5648  HORZ ORDER  -  THIRD
 CK5648  VERT ORDER  -  THIRD
 CK5648
 CK5648.The horizontal coordinates were established by classical geodetic methods
 CK5648.and adjusted by the National Geodetic Survey in March 2004..
 CK5648
 CK5648.The orthometric height was determined by differential leveling
 CK5648.and adjusted by the National Geodetic Survey in April 1995..
 CK5648
 CK5648.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5648
 CK5648.The geoid height was determined by GEOID03.
 CK5648
 CK5648.The dynamic height is computed by dividing the NAVD 88
 CK5648.geopotential number by the normal gravity value computed on the
 CK5648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5648.degrees latitude (g = 980.6199 gals.).
 CK5648
 CK5648.The modeled gravity was interpolated from observed gravity values.
 CK5648
 CK5648;                    North         East     Units Scale Factor Converg.
 CK5648;SPC SC       -    31,837.433   628,937.179   MT  1.00015531   +0 06 48.9
 CK5648;SPC SC       -   104,453.52  2,063,442.19   iFT  1.00015531   +0 06 48.9
 CK5648;UTM  17      - 3,553,778.911   519,326.473   MT  0.99960461   +0 06 32.2
 CK5648
 CK5648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5648!SPC SC       -   1.00000442  x   1.00015531  =   1.00015973
 CK5648!UTM  17      -   1.00000442  x   0.99960461  =   0.99960903
 CK5648
 CK5648                          SUPERSEDED SURVEY CONTROL
 CK5648
 CK5648  NAD 83(1986)-  32 07 12.78315(N)    080 47 42.46125(W) AD(       ) 3
 CK5648  NGVD 29 (04/23/92)    3.751  (m)           12.31   (f) ADJUSTED    3 0
 CK5648
 CK5648.Superseded values are not recommended for survey control.
 CK5648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5648.See file dsdata.txt to determine how the superseded data were derived.
 CK5648
 CK5648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1932653779(NAD 83)
 CK5648_MARKER: P = PIPE CAP
 CK5648_SETTING: 0 = UNSPECIFIED SETTING
 CK5648_STAMPING: 1415 1988
 CK5648_MARK LOGO: SCCC  
 CK5648_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5648+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 CK5648
 CK5648  HISTORY     - Date     Condition        Report By
 CK5648  HISTORY     - 1988     MONUMENTED       SCCC
 CK5648  HISTORY     - 19960612 GOOD             USPSQD
 CK5648  HISTORY     - 20040611 GOOD             USPSQD
 CK5648
 CK5648                          STATION DESCRIPTION
 CK5648
 CK5648'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5648'THE STATION IS LOCATED IN SEA PINES ON HILTON HEAD ISLAND.  FROM GUARD
 CK5648'HOUSE ON NORTH SEA PINES DRIVE, PROCEED ON NORTH SEA PINES DRIVE TO
 CK5648'THE JUNCTION OF BEACH LAGOON ROAD, TURN LEFT AND PROCEED ALONG ROAD
 CK5648'TO THE JUNCTION OF SOUTH BEACH LAGOON ROAD, PROCEED ALONG SOUTH BEACH
 CK5648'LAGOON ROAD TO HOUSE NUMBER 19 ON THE LEFT, PROCEED ALONG BEACH
 CK5648'ACCESS TO THE TOP DUNES AND THE STATION LOCATED ON THE LEFT.  MARKER
 CK5648'IS 11.5 FEET EAST SOUTHEAST FROM THE CORNER OF THE WOODEN CROSSOVER
 CK5648'AND 20.7 FEET WEST OF THE 4-INCH PVC PIPE CALLED STATION NUMBER
 CK5648'23.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5648'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5648'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5648
 CK5648                          STATION RECOVERY (1996)
 CK5648
 CK5648'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5648'RECOVERED IN GOOD CONDITION.
 CK5648
 CK5648                          STATION RECOVERY (2004)
 CK5648
 CK5648'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5649 ***********************************************************************
 CK5649  HT_MOD      -  This is a Height Modernization Survey Station.
 CK5649  DESIGNATION -  1418
 CK5649  PID         -  CK5649
 CK5649  STATE/COUNTY-  SC/BEAUFORT
 CK5649  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5649
 CK5649                         *CURRENT SURVEY CONTROL
 CK5649  ___________________________________________________________________
 CK5649* NAD 83(2001)-  32 07 29.26030(N)    080 47 10.54021(W)     ADJUSTED  
 CK5649* NAVD 88     -         4.17   (meters)      13.7    (feet)  GPS OBS   
 CK5649  ___________________________________________________________________
 CK5649  X           -     865,707.620 (meters)                     COMP
 CK5649  Y           -  -5,336,931.386 (meters)                     COMP
 CK5649  Z           -   3,372,144.282 (meters)                     COMP
 CK5649  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CK5649  ELLIP HEIGHT-         -27.49  (meters)          (06/28/04) GPS OBS
 CK5649  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK5649  DYNAMIC HT  -           4.17  (meters)      13.7   (feet)  COMP
 CK5649  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CK5649
 CK5649  HORZ ORDER  -  FIRST
 CK5649  VERT ORDER  -  THIRD (See Below)
 CK5649  ELLP ORDER  -  FOURTH    CLASS I
 CK5649
 CK5649.The horizontal coordinates were established by GPS observations
 CK5649.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK5649
 CK5649.The orthometric height was determined by GPS observations and a
 CK5649.high-resolution geoid model using precise GPS observation and
 CK5649.processing techniques. It supersedes the leveled height previously
 CK5649.determined for this station.
 CK5649.The vertical order pertains to the first NAVD 88 superseded value.
 CK5649
 CK5649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5649
 CK5649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5649
 CK5649.The ellipsoidal height was determined by GPS observations
 CK5649.and is referenced to NAD 83.
 CK5649
 CK5649.The geoid height was determined by GEOID03.
 CK5649
 CK5649.The dynamic height is computed by dividing the NAVD 88
 CK5649.geopotential number by the normal gravity value computed on the
 CK5649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5649.degrees latitude (g = 980.6199 gals.).
 CK5649
 CK5649.The modeled gravity was interpolated from observed gravity values.
 CK5649
 CK5649;                    North         East     Units Scale Factor Converg.
 CK5649;SPC SC       -    32,347.229   629,772.525   MT  1.00015318   +0 07 06.6
 CK5649;SPC SC       -   106,126.08  2,066,182.82   iFT  1.00015318   +0 07 06.6
 CK5649;UTM  17      - 3,554,288.359   520,161.403   MT  0.99960501   +0 06 49.2
 CK5649
 CK5649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5649!SPC SC       -   1.00000432  x   1.00015318  =   1.00015750
 CK5649!UTM  17      -   1.00000432  x   0.99960501  =   0.99960932
 CK5649
 CK5649                          SUPERSEDED SURVEY CONTROL
 CK5649
 CK5649  NAD 83(1986)-  32 07 29.27149(N)    080 47 10.54765(W) AD(       ) 1
 CK5649  NAD 83(2001)-  32 07 29.26088(N)    080 47 10.53897(W) AD(       ) 3
 CK5649  NAD 83(1986)-  32 07 29.27664(N)    080 47 10.55765(W) AD(       ) 3
 CK5649  NAVD 88 (04/27/95)    4.195  (m)           13.76   (f) ADJUSTED    3 0
 CK5649  NGVD 29 (04/23/92)    4.478  (m)           14.69   (f) ADJUSTED    3 0
 CK5649
 CK5649.Superseded values are not recommended for survey control.
 CK5649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5649.See file dsdata.txt to determine how the superseded data were derived.
 CK5649
 CK5649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2016154288(NAD 83)
 CK5649_MARKER: P = PIPE CAP
 CK5649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5649_STAMPING: 1418 1988
 CK5649_MARK LOGO: SCCC  
 CK5649_PROJECTION: PROJECTING 5 CENTIMETERS
 CK5649_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5649+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 CK5649
 CK5649  HISTORY     - Date     Condition        Report By
 CK5649  HISTORY     - 1988     MONUMENTED       SCCC
 CK5649  HISTORY     - 19960612 GOOD             USPSQD
 CK5649  HISTORY     - 20030609 GOOD             SCGS
 CK5649
 CK5649                          STATION DESCRIPTION
 CK5649
 CK5649'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5649'THE STATION IS LOCATED IN SEA PINES ON HILTON HEAD ISLAND.  FROM GUARD
 CK5649'HOUSE ON NORTH SEA PINES DRIVE, PROCEED ON NORTH SEA PINES DRIVE TO
 CK5649'SEA PINES BEACH CLUB ON THE LEFT,  THE STATION IS LOCATED ON THE TOP
 CK5649'DUNES AT THE BACK OF THE BEACH CLUB HOUSE.  MARKER IS 2.0 FEET
 CK5649'SOUTHEAST OF THE POST.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE
 CK5649'OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC
 CK5649'PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY
 CK5649'CONCRETE.
 CK5649
 CK5649                          STATION RECOVERY (1996)
 CK5649
 CK5649'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5649'RECOVERED IN GOOD CONDITION.
 CK5649
 CK5649                          STATION RECOVERY (2003)
 CK5649
 CK5649'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5649'STATION IS LOCATED ON HILTON HEAD ISLAND, 22.15 MILES SOUTH SOUTHWEST
 CK5649'OF BEAUFORT.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL. TO REACH THE
 CK5649'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 278 BYPASS (CROSS ISLAND
 CK5649'PARKWAY), 278 BUSINESS (W.M. HILTON PARKWAY) ON HILTON HEAD ISLAND, GO
 CK5649'EAST SOUTHEAST  ON HIGHWAY 278 BUSINESS FOR 8.5 MILES TO THE TRAFFIC
 CK5649'CIRCLE JUNCTION OF PALMETTO BAY  ROAD RIGHT AND GREENWOOD DRIVE AHEAD,
 CK5649'CONTINUE ON GREENWOOD DRIVE FOR 0.3 MILE TO  THE GUARD GATE ENTRANCE
 CK5649'TO SEA PINES PLANTATION, AFTER GAINING PERMISSION/ACCESS  PROCEED
 CK5649'AHEAD ON GREENWOOD DRIVE FOR 1.4 MILES TO THE JUNCTION OF PLANTATION
 CK5649'DRIVE,  TURN RIGHT ON PLANTATION DRIVE FOR  1.0 MILE TO THE JUNCTION
 CK5649'OF LIGHTHOUSE ROAD, TURN  LEFT ON LIGHTHOUSE ROAD FOR 0.5 MILE TO THE
 CK5649'TRAFFIC CIRCLE JUNCTION OF FRASIER CIRCLE,  CONTINUE AROUND THE CIRCLE
 CK5649'ON LIGHTHOUSE ROAD FOR 0.4 MILE TO THE JUNCTION OF SEAPINES  DRIVE,
 CK5649'TURN LEFT ON SEAPINES DRIVE FOR 0.2 MILE TO AN ENTRANCE DRIVE RIGHT TO
 CK5649'THE  SEAPINES  BEACH CLUB, TURN RIGHT ON THE ENTRANCE DRIVE 0.05 MILE
 CK5649'TO THE END OF TRUCK TRAVEL AT THE  WOODEN BATH HOUSE/BOARDWALK,
 CK5649'CONTINUE ON FOOT TOWARDS THE BEACH FOR 200 FEET TO  THE STATION ON THE
 CK5649'RIGHT ATOP OF A DUNE OVERLOOKING THE BEACH. STATION IS A PIPE CAP
 CK5649'ATTACHED TO A PVC PIPE PROJECTING 0.2 FOOT, 32.4 FEET WEST  SOUTHWEST
 CK5649'OF THE CENTER OF THE WOODEN BOARDWALK LEADING TO THE BEACH, 2.1 FEET
 CK5649'SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0885 ***********************************************************************
 DE0885  DESIGNATION -  142
 DE0885  PID         -  DE0885
 DE0885  STATE/COUNTY-  SC/BARNWELL
 DE0885  USGS QUAD   -  GIRARD NW (1989)
 DE0885
 DE0885                         *CURRENT SURVEY CONTROL
 DE0885  ___________________________________________________________________
 DE0885* NAD 83(1986)-  33 11 51.     (N)    081 42 56.     (W)     SCALED    
 DE0885* NAVD 88     -        43.190  (meters)     141.70   (feet)  ADJUSTED  
 DE0885  ___________________________________________________________________
 DE0885  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE0885  DYNAMIC HT  -          43.143 (meters)     141.54  (feet)  COMP
 DE0885  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 DE0885
 DE0885  VERT ORDER  -  FIRST     CLASS II
 DE0885
 DE0885.The horizontal coordinates were scaled from a topographic map and have
 DE0885.an estimated accuracy of +/- 6 seconds.
 DE0885
 DE0885.The orthometric height was determined by differential leveling
 DE0885.and adjusted by the National Geodetic Survey in June 1991..
 DE0885
 DE0885.The geoid height was determined by GEOID03.
 DE0885
 DE0885.The dynamic height is computed by dividing the NAVD 88
 DE0885.geopotential number by the normal gravity value computed on the
 DE0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0885.degrees latitude (g = 980.6199 gals.).
 DE0885
 DE0885.The modeled gravity was interpolated from observed gravity values.
 DE0885
 DE0885;                    North         East    Units  Estimated Accuracy
 DE0885;SPC SC       -   151,510.      542,890.      MT  (+/- 180 meters Scaled)
 DE0885
 DE0885                          SUPERSEDED SURVEY CONTROL
 DE0885
 DE0885  NGVD 29 (??/??/92)   43.448  (m)          142.55   (f) ADJ UNCH    1 2
 DE0885
 DE0885.Superseded values are not recommended for survey control.
 DE0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0885.See file dsdata.txt to determine how the superseded data were derived.
 DE0885
 DE0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS333734(NAD 83)
 DE0885_MARKER: P = PIPE CAP
 DE0885_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0885_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0885_STAMPING: 142.546 1918
 DE0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0885
 DE0885  HISTORY     - Date     Condition        Report By
 DE0885  HISTORY     - 1918     MONUMENTED       USGS
 DE0885  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0885  HISTORY     - 20010110 MARK NOT FOUND   SCGS
 DE0885
 DE0885                          STATION DESCRIPTION
 DE0885
 DE0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0885'2.1 MI SE FROM ELLENTON.
 DE0885'A THOROUGH SEARCH WAS MADE BUT THE MARK WAS NOT RECOVERED.  THE
 DE0885'FILL IN THE AREA HAS BEEN RAISED AND WIDENED.  IF THE MARK COULD
 DE0885'STILL BE THERE IT WOULD BE UNDER ABOUT 6 FEET OF FILL.  IN BARNWELL
 DE0885'COUNTY, 2.1 MILES SOUTHEAST ALONG THE CHARLESTON AND WESTERN
 DE0885'CAROLINA RAILWAY FROM ELLENTON, AIKEN COUNTY, 118 FEET NORTHWEST
 DE0885'OF MILEPOST 24, AT THE SOUTHEAST END OF A FILL, 24.5 FEET SOUTHWEST
 DE0885'OF THE SOUTHWEST RAIL, 29 FEET NORTH OF A LARGE TWIN-OAK TREE, AND
 DE0885'LEVEL WITH THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DE0885'STAMPED 142.565 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 DE0885'PIPE PROJECTING 17 INCHES ABOVE GROUND.
 DE0885
 DE0885                          STATION RECOVERY (2001)
 DE0885
 DE0885'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DE0885'NOT RECOVERED, SEARCHED 20 MINUTES WITH NO RESULTS.  RECOVERY BY J.B.
 DE0885'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5650 ***********************************************************************
 CK5650  DESIGNATION -  1421
 CK5650  PID         -  CK5650
 CK5650  STATE/COUNTY-  SC/BEAUFORT
 CK5650  USGS QUAD   -  BLUFFTON (1972)
 CK5650
 CK5650                         *CURRENT SURVEY CONTROL
 CK5650  ___________________________________________________________________
 CK5650* NAD 83(2001)-  32 07 39.43092(N)    080 46 49.70333(W)     ADJUSTED  
 CK5650* NAVD 88     -         3.596  (meters)      11.80   (feet)  ADJUSTED  
 CK5650  ___________________________________________________________________
 CK5650  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CK5650  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK5650  DYNAMIC HT  -           3.592 (meters)      11.78  (feet)  COMP
 CK5650  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 CK5650
 CK5650  HORZ ORDER  -  THIRD
 CK5650  VERT ORDER  -  THIRD
 CK5650
 CK5650.The horizontal coordinates were established by classical geodetic methods
 CK5650.and adjusted by the National Geodetic Survey in March 2004..
 CK5650
 CK5650.The orthometric height was determined by differential leveling
 CK5650.and adjusted by the National Geodetic Survey in April 1995..
 CK5650
 CK5650.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5650
 CK5650.The geoid height was determined by GEOID03.
 CK5650
 CK5650.The dynamic height is computed by dividing the NAVD 88
 CK5650.geopotential number by the normal gravity value computed on the
 CK5650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5650.degrees latitude (g = 980.6199 gals.).
 CK5650
 CK5650.The modeled gravity was interpolated from observed gravity values.
 CK5650
 CK5650;                    North         East     Units Scale Factor Converg.
 CK5650;SPC SC       -    32,661.702   630,318.129   MT  1.00015187   +0 07 18.1
 CK5650;SPC SC       -   107,157.81  2,067,972.86   iFT  1.00015187   +0 07 18.1
 CK5650;UTM  17      - 3,554,602.613   520,706.734   MT  0.99960529   +0 07 00.3
 CK5650
 CK5650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5650!SPC SC       -   1.00000441  x   1.00015187  =   1.00015628
 CK5650!UTM  17      -   1.00000441  x   0.99960529  =   0.99960969
 CK5650
 CK5650                          SUPERSEDED SURVEY CONTROL
 CK5650
 CK5650  NAD 83(1986)-  32 07 39.44681(N)    080 46 49.72127(W) AD(       ) 3
 CK5650  NGVD 29 (04/23/92)    3.879  (m)           12.73   (f) ADJUSTED    3 0
 CK5650
 CK5650.Superseded values are not recommended for survey control.
 CK5650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5650.See file dsdata.txt to determine how the superseded data were derived.
 CK5650
 CK5650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2070754603(NAD 83)
 CK5650_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5650_SETTING: 0 = UNSPECIFIED SETTING
 CK5650_STAMPING: 1421 1988
 CK5650_MARK LOGO: SCCC  
 CK5650_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5650+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 CK5650
 CK5650  HISTORY     - Date     Condition        Report By
 CK5650  HISTORY     - 1988     MONUMENTED       SCCC
 CK5650  HISTORY     - 19960612 MARK NOT FOUND   USPSQD
 CK5650  HISTORY     - 20040610 GOOD             USPSQD
 CK5650
 CK5650                          STATION DESCRIPTION
 CK5650
 CK5650'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5650'THE STATION IS LOCATED IN SEA PINES ON HILTON HEAD ISLAND.  FROM GUARD
 CK5650'HOUSE ON NORTH SEA PINES DRIVE, PROCEED 0.6 MILES ON NORTH SEA PINES
 CK5650'DRIVE TO BEACH ACCESS ON LEFT, PROCEED ALONG BEACH ACCESS TO THE TOP
 CK5650'DUNES AND THE STATION LOCATED ON THE RIGHT.  MARKER IS 17.0 FEET WEST
 CK5650'SOUTHWEST OF THE CENTERLINE OF THE BEACH ACCESS AND 125.0 FEET NORTH
 CK5650'NORTHWEST OF THE HIGH WATER MARK.  MARK IS PROJECTING 0.2 FEET ABOVE
 CK5650'THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO
 CK5650'A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE
 CK5650'SURROUNDED BY CONCRETE.
 CK5650
 CK5650                          STATION RECOVERY (1996)
 CK5650
 CK5650'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5650'MARK NOT FOUND.
 CK5650
 CK5650                          STATION RECOVERY (2004)
 CK5650
 CK5650'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5650'THE 96 IN THE STAMPING 1421 1966 IS NOT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5651 ***********************************************************************
 CK5651  DESIGNATION -  1424
 CK5651  PID         -  CK5651
 CK5651  STATE/COUNTY-  SC/BEAUFORT
 CK5651  USGS QUAD   -  BLUFFTON (1972)
 CK5651
 CK5651                         *CURRENT SURVEY CONTROL
 CK5651  ___________________________________________________________________
 CK5651* NAD 83(2001)-  32 07 49.17614(N)    080 46 29.31550(W)     ADJUSTED  
 CK5651* NAVD 88     -         3.536  (meters)      11.60   (feet)  ADJUSTED  
 CK5651  ___________________________________________________________________
 CK5651  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CK5651  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK5651  DYNAMIC HT  -           3.532 (meters)      11.59  (feet)  COMP
 CK5651  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CK5651
 CK5651  HORZ ORDER  -  THIRD
 CK5651  VERT ORDER  -  THIRD
 CK5651
 CK5651.The horizontal coordinates were established by classical geodetic methods
 CK5651.and adjusted by the National Geodetic Survey in March 2004..
 CK5651
 CK5651.The orthometric height was determined by differential leveling
 CK5651.and adjusted by the National Geodetic Survey in April 1995..
 CK5651
 CK5651.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5651
 CK5651.The geoid height was determined by GEOID03.
 CK5651
 CK5651.The dynamic height is computed by dividing the NAVD 88
 CK5651.geopotential number by the normal gravity value computed on the
 CK5651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5651.degrees latitude (g = 980.6199 gals.).
 CK5651
 CK5651.The modeled gravity was interpolated from observed gravity values.
 CK5651
 CK5651;                    North         East     Units Scale Factor Converg.
 CK5651;SPC SC       -    32,963.074   630,851.953   MT  1.00015062   +0 07 29.4
 CK5651;SPC SC       -   108,146.57  2,069,724.26   iFT  1.00015062   +0 07 29.4
 CK5651;UTM  17      - 3,554,903.773   521,240.294   MT  0.99960556   +0 07 11.2
 CK5651
 CK5651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5651!SPC SC       -   1.00000442  x   1.00015062  =   1.00015504
 CK5651!UTM  17      -   1.00000442  x   0.99960556  =   0.99960997
 CK5651
 CK5651                          SUPERSEDED SURVEY CONTROL
 CK5651
 CK5651  NAD 83(1986)-  32 07 49.19198(N)    080 46 29.33300(W) AD(       ) 3
 CK5651  NGVD 29 (04/23/92)    3.818  (m)           12.53   (f) ADJUSTED    3 0
 CK5651
 CK5651.Superseded values are not recommended for survey control.
 CK5651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5651.See file dsdata.txt to determine how the superseded data were derived.
 CK5651
 CK5651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2124054904(NAD 83)
 CK5651_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5651_SETTING: 0 = UNSPECIFIED SETTING
 CK5651_STAMPING: 1424 1988
 CK5651_MARK LOGO: SCCC  
 CK5651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5651+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 CK5651
 CK5651  HISTORY     - Date     Condition        Report By
 CK5651  HISTORY     - 1988     MONUMENTED       SCCC
 CK5651  HISTORY     - 19960611 GOOD             USPSQD
 CK5651  HISTORY     - 19980225 GOOD             USPSQD
 CK5651  HISTORY     - 20040610 GOOD             USPSQD
 CK5651
 CK5651                          STATION DESCRIPTION
 CK5651
 CK5651'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5651'THE STATION IS LOCATED IN SEA PINES ON HILTON HEAD ISLAND.  FROM GUARD
 CK5651'HOUSE ON NORTH SEA PINES DRIVE, PROCEED 0.2 MILES ON NORTH SEA PINES
 CK5651'DRIVE TO BEACH ACCESS ON LEFT, PROCEED ALONG BEACH ACCESS TO THE TOP
 CK5651'DUNES AND THE STATION LOCATED ON THE LEFT.  MARKER IS 26.5 FEET
 CK5651'SOUTHEAST OF THE NORTHWEST CORNER OF THE BOARDWALK AND 46.0 FEET
 CK5651'NORTH OF THE NORTHEAST CORNER OF THE BOARDWALK.  MARK IS PROJECTING
 CK5651'0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS
 CK5651'CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH
 CK5651'PVC PIPE SURROUNDED BY CONCRETE.
 CK5651
 CK5651                          STATION RECOVERY (1996)
 CK5651
 CK5651'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5651'RECOVERED IN GOOD CONDITION.
 CK5651
 CK5651                          STATION RECOVERY (1998)
 CK5651
 CK5651'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK5651'RECOVERED IN GOOD CONDITION.
 CK5651
 CK5651                          STATION RECOVERY (2004)
 CK5651
 CK5651'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5651'THE '96' IS THE STAMING '1424 1996' IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5652 ***********************************************************************
 CK5652  DESIGNATION -  1427
 CK5652  PID         -  CK5652
 CK5652  STATE/COUNTY-  SC/BEAUFORT
 CK5652  USGS QUAD   -  BLUFFTON (1972)
 CK5652
 CK5652                         *CURRENT SURVEY CONTROL
 CK5652  ___________________________________________________________________
 CK5652* NAD 83(2001)-  32 07 58.03527(N)    080 46 09.51227(W)     ADJUSTED  
 CK5652* NAVD 88     -         2.943  (meters)       9.66   (feet)  ADJUSTED  
 CK5652  ___________________________________________________________________
 CK5652  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CK5652  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK5652  DYNAMIC HT  -           2.940 (meters)       9.65  (feet)  COMP
 CK5652  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 CK5652
 CK5652  HORZ ORDER  -  THIRD
 CK5652  VERT ORDER  -  THIRD
 CK5652
 CK5652.The horizontal coordinates were established by classical geodetic methods
 CK5652.and adjusted by the National Geodetic Survey in March 2004..
 CK5652
 CK5652.The orthometric height was determined by differential leveling
 CK5652.and adjusted by the National Geodetic Survey in April 1995..
 CK5652
 CK5652.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5652
 CK5652.The geoid height was determined by GEOID03.
 CK5652
 CK5652.The dynamic height is computed by dividing the NAVD 88
 CK5652.geopotential number by the normal gravity value computed on the
 CK5652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5652.degrees latitude (g = 980.6199 gals.).
 CK5652
 CK5652.The modeled gravity was interpolated from observed gravity values.
 CK5652
 CK5652;                    North         East     Units Scale Factor Converg.
 CK5652;SPC SC       -    33,237.143   631,370.482   MT  1.00014948   +0 07 40.4
 CK5652;SPC SC       -   109,045.74  2,071,425.47   iFT  1.00014948   +0 07 40.4
 CK5652;UTM  17      - 3,555,177.647   521,758.565   MT  0.99960584   +0 07 21.7
 CK5652
 CK5652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5652!SPC SC       -   1.00000451  x   1.00014948  =   1.00015399
 CK5652!UTM  17      -   1.00000451  x   0.99960584  =   0.99961035
 CK5652
 CK5652                          SUPERSEDED SURVEY CONTROL
 CK5652
 CK5652  NAD 83(1986)-  32 07 58.05091(N)    080 46 09.52951(W) AD(       ) 3
 CK5652  NGVD 29 (04/23/92)    3.225  (m)           10.58   (f) ADJUSTED    3 0
 CK5652
 CK5652.Superseded values are not recommended for survey control.
 CK5652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5652.See file dsdata.txt to determine how the superseded data were derived.
 CK5652
 CK5652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2175955178(NAD 83)
 CK5652_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5652_SETTING: 0 = UNSPECIFIED SETTING
 CK5652_STAMPING: 1427 1988
 CK5652_MARK LOGO: SCCC  
 CK5652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5652+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 CK5652
 CK5652  HISTORY     - Date     Condition        Report By
 CK5652  HISTORY     - 1988     MONUMENTED       SCCC
 CK5652  HISTORY     - 19960611 GOOD             USPSQD
 CK5652  HISTORY     - 20040610 GOOD             USPSQD
 CK5652
 CK5652                          STATION DESCRIPTION
 CK5652
 CK5652'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5652'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM COLIGNY CIRCLE, GO
 CK5652'WEST ALONG SOUTH FOREST BEACH DRIVE TO THE JUNCTION OF BEACH ACCESS
 CK5652'WALK ON THE LEFT BETWEEN JUNIPER LANE AND LAUREL LANE, PROCEED ALONG
 CK5652'THE BEACH ACCESS TO THE DUNES AND THE STATION LOCATED ON THE RIGHT AT
 CK5652'THE TOP OF SMALL DUNES.  MARKER IS 55.0 FEET SOUTHWEST OF THE SMALL
 CK5652'PALM TREE AND 33.0 FEET WEST OF THE CENTERLINE OF THE BEACH
 CK5652'ACCESS.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5652'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5652'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5652
 CK5652                          STATION RECOVERY (1996)
 CK5652
 CK5652'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5652'RECOVERED IN GOOD CONDITION.
 CK5652
 CK5652                          STATION RECOVERY (2004)
 CK5652
 CK5652'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5653 ***********************************************************************
 CK5653  DESIGNATION -  1430
 CK5653  PID         -  CK5653
 CK5653  STATE/COUNTY-  SC/BEAUFORT
 CK5653  USGS QUAD   -  BLUFFTON (1972)
 CK5653
 CK5653                         *CURRENT SURVEY CONTROL
 CK5653  ___________________________________________________________________
 CK5653* NAD 83(2001)-  32 08 07.81912(N)    080 45 47.34041(W)     ADJUSTED  
 CK5653* NAVD 88     -         3.299  (meters)      10.82   (feet)  ADJUSTED  
 CK5653  ___________________________________________________________________
 CK5653  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CK5653  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK5653  DYNAMIC HT  -           3.295 (meters)      10.81  (feet)  COMP
 CK5653  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CK5653
 CK5653  HORZ ORDER  -  THIRD
 CK5653  VERT ORDER  -  THIRD
 CK5653
 CK5653.The horizontal coordinates were established by classical geodetic methods
 CK5653.and adjusted by the National Geodetic Survey in March 2004..
 CK5653
 CK5653.The orthometric height was determined by differential leveling
 CK5653.and adjusted by the National Geodetic Survey in April 1995..
 CK5653
 CK5653.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5653
 CK5653.The geoid height was determined by GEOID03.
 CK5653
 CK5653.The dynamic height is computed by dividing the NAVD 88
 CK5653.geopotential number by the normal gravity value computed on the
 CK5653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5653.degrees latitude (g = 980.6199 gals.).
 CK5653
 CK5653.The modeled gravity was interpolated from observed gravity values.
 CK5653
 CK5653;                    North         East     Units Scale Factor Converg.
 CK5653;SPC SC       -    33,539.869   631,951.005   MT  1.00014823   +0 07 52.7
 CK5653;SPC SC       -   110,038.94  2,073,330.07   iFT  1.00014823   +0 07 52.7
 CK5653;UTM  17      - 3,555,480.155   522,338.801   MT  0.99960615   +0 07 33.6
 CK5653
 CK5653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5653!SPC SC       -   1.00000446  x   1.00014823  =   1.00015269
 CK5653!UTM  17      -   1.00000446  x   0.99960615  =   0.99961060
 CK5653
 CK5653                          SUPERSEDED SURVEY CONTROL
 CK5653
 CK5653  NAD 83(1986)-  32 08 07.83446(N)    080 45 47.35734(W) AD(       ) 3
 CK5653  NGVD 29 (04/23/92)    3.581  (m)           11.75   (f) ADJUSTED    3 0
 CK5653
 CK5653.Superseded values are not recommended for survey control.
 CK5653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5653.See file dsdata.txt to determine how the superseded data were derived.
 CK5653
 CK5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2233955480(NAD 83)
 CK5653_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5653_SETTING: 0 = UNSPECIFIED SETTING
 CK5653_STAMPING: 1430 1988
 CK5653_MARK LOGO: SCCC  
 CK5653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5653+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CK5653
 CK5653  HISTORY     - Date     Condition        Report By
 CK5653  HISTORY     - 1988     MONUMENTED       SCCC
 CK5653  HISTORY     - 19960611 GOOD             USPSQD
 CK5653  HISTORY     - 20040608 GOOD             USPSQD
 CK5653
 CK5653                          STATION DESCRIPTION
 CK5653
 CK5653'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5653'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM COLIGNY CIRCLE, GO
 CK5653'WEST ALONG SOUTH FOREST BEACH DRIVE TO THE JUNCTION OF ALDER LANE ON
 CK5653'THE LEFT, PROCEED ALONG ALDER LANE TO THE BEACH ACCESS AND THE
 CK5653'STATION LOCATED ON THE RIGHT AT THE TOP DUNES.  MARKER IS 38.0 FEET
 CK5653'SOUTHWEST OF THE CENTERLINE OF THE BEACH ACCESS AND 100.0 FEET
 CK5653'NORTHWEST OF THE HIGH WATER MARK ON THE BEACH.  MARK IS PROJECTING
 CK5653'0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS
 CK5653'CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH
 CK5653'PVC PIPE SURROUNDED BY CONCRETE.
 CK5653
 CK5653                          STATION RECOVERY (1996)
 CK5653
 CK5653'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5653'RECOVERED IN GOOD CONDITION.
 CK5653
 CK5653                          STATION RECOVERY (2004)
 CK5653
 CK5653'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5654 ***********************************************************************
 CK5654  DESIGNATION -  1433
 CK5654  PID         -  CK5654
 CK5654  STATE/COUNTY-  SC/BEAUFORT
 CK5654  USGS QUAD   -  BLUFFTON (1972)
 CK5654
 CK5654                         *CURRENT SURVEY CONTROL
 CK5654  ___________________________________________________________________
 CK5654* NAD 83(2001)-  32 08 17.39111(N)    080 45 26.33531(W)     ADJUSTED  
 CK5654* NAVD 88     -         2.991  (meters)       9.81   (feet)  ADJUSTED  
 CK5654  ___________________________________________________________________
 CK5654  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CK5654  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK5654  DYNAMIC HT  -           2.987 (meters)       9.80  (feet)  COMP
 CK5654  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 CK5654
 CK5654  HORZ ORDER  -  THIRD
 CK5654  VERT ORDER  -  THIRD
 CK5654
 CK5654.The horizontal coordinates were established by classical geodetic methods
 CK5654.and adjusted by the National Geodetic Survey in March 2004..
 CK5654
 CK5654.The orthometric height was determined by differential leveling
 CK5654.and adjusted by the National Geodetic Survey in April 1995..
 CK5654
 CK5654.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5654
 CK5654.The geoid height was determined by GEOID03.
 CK5654
 CK5654.The dynamic height is computed by dividing the NAVD 88
 CK5654.geopotential number by the normal gravity value computed on the
 CK5654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5654.degrees latitude (g = 980.6199 gals.).
 CK5654
 CK5654.The modeled gravity was interpolated from observed gravity values.
 CK5654
 CK5654;                    North         East     Units Scale Factor Converg.
 CK5654;SPC SC       -    33,836.031   632,500.924   MT  1.00014700   +0 08 04.4
 CK5654;SPC SC       -   111,010.60  2,075,134.27   iFT  1.00014700   +0 08 04.4
 CK5654;UTM  17      - 3,555,776.105   522,888.450   MT  0.99960646   +0 07 44.8
 CK5654
 CK5654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5654!SPC SC       -   1.00000451  x   1.00014700  =   1.00015151
 CK5654!UTM  17      -   1.00000451  x   0.99960646  =   0.99961096
 CK5654
 CK5654                          SUPERSEDED SURVEY CONTROL
 CK5654
 CK5654  NAD 83(1986)-  32 08 17.40612(N)    080 45 26.35191(W) AD(       ) 3
 CK5654  NGVD 29 (04/23/92)    3.273  (m)           10.74   (f) ADJUSTED    3 0
 CK5654
 CK5654.Superseded values are not recommended for survey control.
 CK5654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5654.See file dsdata.txt to determine how the superseded data were derived.
 CK5654
 CK5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2288855776(NAD 83)
 CK5654_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5654_SETTING: 0 = UNSPECIFIED SETTING
 CK5654_STAMPING: 1433 1988
 CK5654_MARK LOGO: SCCC  
 CK5654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5654+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5654
 CK5654  HISTORY     - Date     Condition        Report By
 CK5654  HISTORY     - 1988     MONUMENTED       SCCC
 CK5654  HISTORY     - 19960611 GOOD             USPSQD
 CK5654  HISTORY     - 20040608 GOOD             USPSQD
 CK5654
 CK5654                          STATION DESCRIPTION
 CK5654
 CK5654'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5654'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM COLIGNY CIRCLE, GO
 CK5654'WEST ALONG SOUTH FOREST BEACH DRIVE TO THE JUNCTION OF ENTRANCE ROAD
 CK5654'LEADING TO THE HILTON HEAD VILLAS ON THE LEFT, PROCEED ALONG ROAD TO
 CK5654'THE END AT THE BEACH ACCESS, PROCEED ALONG BEACH ACCESS TO THE TOP
 CK5654'DUNES AND THE STATION LOCATED ON THE LEFT.  MARKER IS 32.0 FEET
 CK5654'NORTHEAST OF THE CENTERLINE OF THE BEACH ACCESS AND 150.0 FEET
 CK5654'SOUTHWEST OF THE HIGH WATER MARK ON THE BEACH.  MARK IS PROJECTING
 CK5654'0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS
 CK5654'CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH
 CK5654'PVC PIPE SURROUNDED BY CONCRETE.
 CK5654
 CK5654                          STATION RECOVERY (1996)
 CK5654
 CK5654'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5654'RECOVERED IN GOOD CONDITION.
 CK5654
 CK5654                          STATION RECOVERY (2004)
 CK5654
 CK5654'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5654'ALTHOUGH THE MARK IS BARELY OK FOR OBSERVATIN IT IS OVERGROWN WITH
 CK5654'VEGATATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5655 ***********************************************************************
 CK5655  DESIGNATION -  1436
 CK5655  PID         -  CK5655
 CK5655  STATE/COUNTY-  SC/BEAUFORT
 CK5655  USGS QUAD   -  BLUFFTON (1972)
 CK5655
 CK5655                         *CURRENT SURVEY CONTROL
 CK5655  ___________________________________________________________________
 CK5655* NAD 83(2001)-  32 08 26.74343(N)    080 45 04.61772(W)     ADJUSTED  
 CK5655* NAVD 88     -         3.220  (meters)      10.56   (feet)  ADJUSTED  
 CK5655  ___________________________________________________________________
 CK5655  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CK5655  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK5655  DYNAMIC HT  -           3.216 (meters)      10.55  (feet)  COMP
 CK5655  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 CK5655
 CK5655  HORZ ORDER  -  THIRD
 CK5655  VERT ORDER  -  THIRD
 CK5655
 CK5655.The horizontal coordinates were established by classical geodetic methods
 CK5655.and adjusted by the National Geodetic Survey in March 2004..
 CK5655
 CK5655.The orthometric height was determined by differential leveling
 CK5655.and adjusted by the National Geodetic Survey in April 1995..
 CK5655
 CK5655.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5655
 CK5655.The geoid height was determined by GEOID03.
 CK5655
 CK5655.The dynamic height is computed by dividing the NAVD 88
 CK5655.geopotential number by the normal gravity value computed on the
 CK5655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5655.degrees latitude (g = 980.6199 gals.).
 CK5655
 CK5655.The modeled gravity was interpolated from observed gravity values.
 CK5655
 CK5655;                    North         East     Units Scale Factor Converg.
 CK5655;SPC SC       -    34,125.501   633,069.502   MT  1.00014581   +0 08 16.4
 CK5655;SPC SC       -   111,960.31  2,076,999.68   iFT  1.00014581   +0 08 16.4
 CK5655;UTM  17      - 3,556,065.365   523,456.749   MT  0.99960679   +0 07 56.3
 CK5655
 CK5655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5655!SPC SC       -   1.00000447  x   1.00014581  =   1.00015028
 CK5655!UTM  17      -   1.00000447  x   0.99960679  =   0.99961126
 CK5655
 CK5655                          SUPERSEDED SURVEY CONTROL
 CK5655
 CK5655  NAD 83(1986)-  32 08 26.75809(N)    080 45 04.63389(W) AD(       ) 3
 CK5655  NGVD 29 (04/23/92)    3.502  (m)           11.49   (f) ADJUSTED    3 0
 CK5655
 CK5655.Superseded values are not recommended for survey control.
 CK5655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5655.See file dsdata.txt to determine how the superseded data were derived.
 CK5655
 CK5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2345756065(NAD 83)
 CK5655_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5655_SETTING: 0 = UNSPECIFIED SETTING
 CK5655_STAMPING: 1436 1988
 CK5655_MARK LOGO: SCCC  
 CK5655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5655+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5655
 CK5655  HISTORY     - Date     Condition        Report By
 CK5655  HISTORY     - 1988     MONUMENTED       SCCC
 CK5655  HISTORY     - 19960611 GOOD             USPSQD
 CK5655  HISTORY     - 20040608 MARK NOT FOUND   USPSQD
 CK5655
 CK5655                          STATION DESCRIPTION
 CK5655
 CK5655'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5655'THE STATION IS LOCATED AT COLIGNY CIRCLE ON HILTON HEAD ISLAND.  FROM
 CK5655'PUBLIC PARKING LOT AT COLIGNY CIRCLE, PROCEED TO THE BACK OF HOLIDAY
 CK5655'INN AT THE NORTHEAST CORNER OUTDOOR POOL.  MARKER IS 3.0 FEET
 CK5655'SOUTHEAST OF THE PALM TREE AND 13.0 FEET NORTHEAST OF THE PALM
 CK5655'TREE.  MARK IS RECESSED 0.2 FEET BELOW THE SURFACE OF THE GROUND IN
 CK5655'THE FLOWER BED.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH
 CK5655'PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY
 CK5655'CONCRETE.
 CK5655
 CK5655                          STATION RECOVERY (1996)
 CK5655
 CK5655'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5655'RECOVERED IN GOOD CONDITION.
 CK5655
 CK5655                          STATION RECOVERY (2004)
 CK5655
 CK5655'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5655'MARK IS PROBABLY BURIED IN FLOWER BED AND THERE ARE A LOT OF PALM
 CK5655'TREES.  HHH I 2003, NO PID NUMBER, WAS FOUND NEREBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5656 ***********************************************************************
 CK5656  HT_MOD      -  This is a Height Modernization Survey Station.
 CK5656  DESIGNATION -  1439
 CK5656  PID         -  CK5656
 CK5656  STATE/COUNTY-  SC/BEAUFORT
 CK5656  USGS QUAD   -  HILTON HEAD (1971)
 CK5656
 CK5656                         *CURRENT SURVEY CONTROL
 CK5656  ___________________________________________________________________
 CK5656* NAD 83(2001)-  32 08 38.30530(N)    080 44 39.61903(W)     ADJUSTED  
 CK5656* NAVD 88     -         3.23   (meters)      10.6    (feet)  GPS OBS   
 CK5656  ___________________________________________________________________
 CK5656  X           -     869,430.265 (meters)                     COMP
 CK5656  Y           -  -5,335,179.189 (meters)                     COMP
 CK5656  Z           -   3,373,944.691 (meters)                     COMP
 CK5656  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CK5656  ELLIP HEIGHT-         -28.49  (meters)          (06/28/04) GPS OBS
 CK5656  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK5656  DYNAMIC HT  -           3.22  (meters)      10.6   (feet)  COMP
 CK5656  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CK5656
 CK5656  HORZ ORDER  -  FIRST
 CK5656  VERT ORDER  -  THIRD (See Below)
 CK5656  ELLP ORDER  -  FOURTH    CLASS I
 CK5656
 CK5656.The horizontal coordinates were established by GPS observations
 CK5656.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK5656
 CK5656.The orthometric height was determined by GPS observations and a
 CK5656.high-resolution geoid model using precise GPS observation and
 CK5656.processing techniques. It supersedes the leveled height previously
 CK5656.determined for this station.
 CK5656.The vertical order pertains to the first NAVD 88 superseded value.
 CK5656
 CK5656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5656
 CK5656.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5656
 CK5656.The ellipsoidal height was determined by GPS observations
 CK5656.and is referenced to NAD 83.
 CK5656
 CK5656.The geoid height was determined by GEOID03.
 CK5656
 CK5656.The dynamic height is computed by dividing the NAVD 88
 CK5656.geopotential number by the normal gravity value computed on the
 CK5656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5656.degrees latitude (g = 980.6199 gals.).
 CK5656
 CK5656.The modeled gravity was interpolated from observed gravity values.
 CK5656
 CK5656;                    North         East     Units Scale Factor Converg.
 CK5656;SPC SC       -    34,483.286   633,723.878   MT  1.00014433   +0 08 30.3
 CK5656;SPC SC       -   113,134.14  2,079,146.58   iFT  1.00014433   +0 08 30.3
 CK5656;UTM  17      - 3,556,422.893   524,110.808   MT  0.99960717   +0 08 09.7
 CK5656
 CK5656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5656!SPC SC       -   1.00000447  x   1.00014433  =   1.00014880
 CK5656!UTM  17      -   1.00000447  x   0.99960717  =   0.99961164
 CK5656
 CK5656                          SUPERSEDED SURVEY CONTROL
 CK5656
 CK5656  NAD 83(1986)-  32 08 38.31643(N)    080 44 39.62642(W) AD(       ) 1
 CK5656  NAD 83(2001)-  32 08 38.30743(N)    080 44 39.61712(W) AD(       ) 3
 CK5656  NAD 83(1986)-  32 08 38.32162(N)    080 44 39.63276(W) AD(       ) 3
 CK5656  NAVD 88 (04/27/95)    3.259  (m)           10.69   (f) ADJUSTED    3 0
 CK5656  NGVD 29 (04/23/92)    3.541  (m)           11.62   (f) ADJUSTED    3 0
 CK5656
 CK5656.Superseded values are not recommended for survey control.
 CK5656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5656.See file dsdata.txt to determine how the superseded data were derived.
 CK5656
 CK5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2411156423(NAD 83)
 CK5656_MARKER: P = PIPE CAP
 CK5656_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5656_STAMPING: 1439 1988
 CK5656_MARK LOGO: SCCC  
 CK5656_PROJECTION: PROJECTING 3 CENTIMETERS
 CK5656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5656+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CK5656
 CK5656  HISTORY     - Date     Condition        Report By
 CK5656  HISTORY     - 1988     MONUMENTED       SCCC
 CK5656  HISTORY     - 19960611 GOOD             USPSQD
 CK5656  HISTORY     - 19970311 GOOD             USPSQD
 CK5656  HISTORY     - 20020615 GOOD             USPSQD
 CK5656  HISTORY     - 20030409 GOOD             SCGS
 CK5656  HISTORY     - 20040608 GOOD             USPSQD
 CK5656
 CK5656                          STATION DESCRIPTION
 CK5656
 CK5656'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5656'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM COLIGNY CIRCLE, GO
 CK5656'EAST ALONG NORTH FOREST BEACH DRIVE TO THE JUNCTION OF GANNET STREET
 CK5656'ON THE RIGHT, PROCEED ALONG GANNET STREET TO THE BEACH ACCESS AND THE
 CK5656'STATION LOCATED AT THE END OF THE BEACH ACCESS ON THE RIGHT.  MARKER
 CK5656'IS 12.0 FEET SOUTHWEST OF THE NORTH END OF THE WOODEN CROSSOVER AND
 CK5656'33.0 FEET NORTHWEST OF THE SOUTH END OF THE WOODEN CROSSOVER.  MARK
 CK5656'IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5656'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5656'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5656
 CK5656                          STATION RECOVERY (1996)
 CK5656
 CK5656'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5656'RECOVERED IN GOOD CONDITION.
 CK5656
 CK5656                          STATION RECOVERY (1997)
 CK5656
 CK5656'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK5656'RECOVERED IN GOOD CONDITION.
 CK5656
 CK5656                          STATION RECOVERY (2002)
 CK5656
 CK5656'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK5656'ALSO FOUND 1439 A, WHICH IS ALSO GOOD FOR GPS.
 CK5656
 CK5656                          STATION RECOVERY (2003)
 CK5656
 CK5656'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5656'STATION IS LOCATED ON HILTON HEAD ISLAND, 20.25 MILES SOUTH SOUTHWEST
 CK5656'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK5656'191, COLUMBIA, SC 29202,  PHONE 803-737-1350. TO REACH THE STATION
 CK5656'FROM THE JUNCTION OF U.S. HIGHWAYS 278 BYPASS (CROSS ISLAND  PARKWAY),
 CK5656'278 BUSINESS (W.M. HILTON PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK5656'SOUTHEAST  ON HIGHWAY 278 BUSINESS FOR 8.5 MILES TO THE TRAFFIC CIRCLE
 CK5656'JUNCTION OF PALMETTO BAY  ROAD RIGHT,  GREENWOOD DRIVE AHEAD AND STATE
 CK5656'ROAD 80 (POPE ROAD), BEAR RIGHT AROUND  THE TRAFFIC CIRCLE TO ROAD 80,
 CK5656'BEAR RIGHT ON ROAD 80 FOR 1.05 MILES TO ANOTHER TRAFFIC  CIRCLE
 CK5656'(COLIGNY CIRCLE), CONTINUE AROUND THE TRAFFIC CIRCLE AND BEAR RIGHT
 CK5656'HEADING  NORTHEAST ON FOREST BEACH DRIVE FOR 0.4 MILE TO THE JUNCTION
 CK5656'OF GANNET STREET, TURN  RIGHT ON GANNET STREET FOR 0.1 MILE TO THE
 CK5656'STATION ON THE RIGHT NEAR A BEACH ACCESS  PATH. STATION IS A PIPE CAP
 CK5656'ATTACHED TO A PVC PIPE PROJECTING 0.1 FOOT, 7.6 FEET SOUTH  SOUTHWEST
 CK5656'OF A NEARBY LOCK SURVEY MARKER (145+06 EL.11.83), 9.6 FEET WEST
 CK5656'NORTHWEST OF A PVC PIPE WITH EMERGENCY MARKER NUMBER 63 ATTACHED, 1.8
 CK5656'FEET  SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
 CK5656
 CK5656                          STATION RECOVERY (2004)
 CK5656
 CK5656'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0824 ***********************************************************************
 DE0824  DESIGNATION -  144
 DE0824  PID         -  DE0824
 DE0824  STATE/COUNTY-  SC/AIKEN
 DE0824  USGS QUAD   -  JACKSON (1989)
 DE0824
 DE0824                         *CURRENT SURVEY CONTROL
 DE0824  ___________________________________________________________________
 DE0824* NAD 83(1986)-  33 20 40.     (N)    081 50 44.     (W)     SCALED    
 DE0824* NAVD 88     -        43.758  (meters)     143.56   (feet)  ADJUSTED  
 DE0824  ___________________________________________________________________
 DE0824  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DE0824  DYNAMIC HT  -          43.710 (meters)     143.41  (feet)  COMP
 DE0824  MODELED GRAV-     979,553.0   (mgal)                       NAVD 88
 DE0824
 DE0824  VERT ORDER  -  FIRST     CLASS II
 DE0824
 DE0824.The horizontal coordinates were scaled from a topographic map and have
 DE0824.an estimated accuracy of +/- 6 seconds.
 DE0824
 DE0824.The orthometric height was determined by differential leveling
 DE0824.and adjusted by the National Geodetic Survey in June 1991..
 DE0824
 DE0824.The geoid height was determined by GEOID03.
 DE0824
 DE0824.The dynamic height is computed by dividing the NAVD 88
 DE0824.geopotential number by the normal gravity value computed on the
 DE0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0824.degrees latitude (g = 980.6199 gals.).
 DE0824
 DE0824.The modeled gravity was interpolated from observed gravity values.
 DE0824
 DE0824;                    North         East    Units  Estimated Accuracy
 DE0824;SPC SC       -   167,900.      530,900.      MT  (+/- 180 meters Scaled)
 DE0824
 DE0824                          SUPERSEDED SURVEY CONTROL
 DE0824
 DE0824  NGVD 29 (??/??/92)   44.001  (m)          144.36   (f) ADJ UNCH    1 2
 DE0824
 DE0824.Superseded values are not recommended for survey control.
 DE0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0824.See file dsdata.txt to determine how the superseded data were derived.
 DE0824
 DE0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS213897(NAD 83)
 DE0824_MARKER: P = PIPE CAP
 DE0824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0824_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0824_STAMPING: 144.367 1918
 DE0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0824
 DE0824  HISTORY     - Date     Condition        Report By
 DE0824  HISTORY     - 1918     MONUMENTED       USGS
 DE0824  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0824  HISTORY     - 20001211 MARK NOT FOUND   SCGS
 DE0824
 DE0824                          STATION DESCRIPTION
 DE0824
 DE0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0824'AT KATHWOOD.
 DE0824'A THOROUGH SEARCH WAS MADE BUT THE MARK WAS NOT RECOVERED.  THE
 DE0824'GROUND IN THE AREA HAS BEEN GRADED DOWN TO THE LEVEL OF THE
 DE0824'TRACK.  AT KATHWOOD, AIKEN COUNTY, 32.5 FEET SOUTHEAST OF THE
 DE0824'SOUTHEAST END OF THE CHARLESTON AND WESTERN CAROLINIA RAILWAY
 DE0824'STATION, 33 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 DE0824'TRACK, 40 FEET NORTHEAST OF A 24-INCH SHORT-LEAF PINE TREE, AND
 DE0824'1 FOOT HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 DE0824'STANDARD CAP, STAMPED 144.367 1918 AND RIVETED ON THE TOP OF A
 DE0824'3-1/2-INCH IRON PIPE, PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 DE0824'NOTE-- IT WAS REPORTED IN OCTOBER 1934 THAT THE BENCH MARK HAD
 DE0824'BEEN DISTURBED.  THE ELEVATION GIVEN IS PROBABLY NO LONGER
 DE0824'ACCURATE.
 DE0824
 DE0824                          STATION RECOVERY (2000)
 DE0824
 DE0824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE0824'NOT RECOVERED, SEARCHED 15 MINUTES, PULLED TAPE FROM AVAILABLE
 DE0824'REFERENCES, AREA HAS BEEN CHANGED WITH NUMEROUS FIBER OPTIC CABLE
 DE0824'CROSSINGS, PRESUMED DESTROYED.  RECOVERY BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4133 ***********************************************************************
 EB4133  DESIGNATION -  144 HLZ
 EB4133  PID         -  EB4133
 EB4133  STATE/COUNTY-  SC/MARLBORO
 EB4133  USGS QUAD   -  DRAKE (1972)
 EB4133
 EB4133                         *CURRENT SURVEY CONTROL
 EB4133  ___________________________________________________________________
 EB4133* NAD 83(1986)-  34 22 45.     (N)    079 38 35.     (W)     SCALED    
 EB4133* NAVD 88     -        22.691  (meters)      74.45   (feet)  ADJUSTED  
 EB4133  ___________________________________________________________________
 EB4133  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 EB4133  DYNAMIC HT  -          22.669 (meters)      74.37  (feet)  COMP
 EB4133  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 EB4133
 EB4133  VERT ORDER  -  FIRST     CLASS II
 EB4133
 EB4133.The horizontal coordinates were scaled from a topographic map and have
 EB4133.an estimated accuracy of +/- 6 seconds.
 EB4133
 EB4133.The orthometric height was determined by differential leveling
 EB4133.and adjusted by the National Geodetic Survey in June 1994..
 EB4133
 EB4133.The geoid height was determined by GEOID03.
 EB4133
 EB4133.The dynamic height is computed by dividing the NAVD 88
 EB4133.geopotential number by the normal gravity value computed on the
 EB4133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4133.degrees latitude (g = 980.6199 gals.).
 EB4133
 EB4133.The modeled gravity was interpolated from observed gravity values.
 EB4133
 EB4133;                    North         East    Units  Estimated Accuracy
 EB4133;SPC SC       -   283,150.      734,380.      MT  (+/- 180 meters Scaled)
 EB4133
 EB4133                          SUPERSEDED SURVEY CONTROL
 EB4133
 EB4133.No superseded survey control is available for this station.
 EB4133
 EB4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU247050(NAD 83)
 EB4133_MARKER: DD = SURVEY DISK
 EB4133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB4133_SP_SET: BRIDGE CURB
 EB4133_STAMPING: 76 144 HLZ 1971
 EB4133_MARK LOGO: USGS  
 EB4133_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB4133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB4133
 EB4133  HISTORY     - Date     Condition        Report By
 EB4133  HISTORY     - 1971     MONUMENTED       USGS
 EB4133  HISTORY     - 19930413 GOOD             SCGS
 EB4133
 EB4133                          STATION DESCRIPTION
 EB4133
 EB4133'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4133'STATION IS LOCATED 13.8 MILES (22.2 KM) EAST NORTHEAST OF DARLINGTON,
 EB4133'16.2 MILES (26.1 KM) SOUTH OF BENNETTSVILLE. OWNERSHIP--SCDHPT,
 EB4133'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4133'803-737-1350. TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 EB4133'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0 MILES
 EB4133'(25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY 34 FOR
 EB4133'2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 31 RIGHT, CONTINUE
 EB4133'ON HIGHWAY 34 FOR 0.35 MILE (0.56 KM) TO THE SOUTHWEST END OF A
 EB4133'BRIDGE OVER A SWAMP AND THE STATION NEAR THE SOUTH CORNER OF THE
 EB4133'BRIDGE. STATION IS A DRILL MARK IN CURB OF BRIDGE AND 1.5 FEET
 EB4133'(0.5 M) ABOVE THE HIGHWAY, 14.3 FEET (4.4 M) SOUTH SOUTHEAST OF THE
 EB4133'CENTER OF THE HIGHWAY, 0.4 FOOT (12.2 CM) EAST NORTHEAST OF THE
 EB4133'SOUTHWEST END OF THE BRIDGE, 2.0 FEET (0.6 M) NORTH NORTHWEST OF A
 EB4133'WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5657 ***********************************************************************
 CK5657  DESIGNATION -  1442
 CK5657  PID         -  CK5657
 CK5657  STATE/COUNTY-  SC/BEAUFORT
 CK5657  USGS QUAD   -  HILTON HEAD (1971)
 CK5657
 CK5657                         *CURRENT SURVEY CONTROL
 CK5657  ___________________________________________________________________
 CK5657* NAD 83(2001)-  32 08 48.88940(N)    080 44 20.41659(W)     ADJUSTED  
 CK5657* NAVD 88     -         3.451  (meters)      11.32   (feet)  ADJUSTED  
 CK5657  ___________________________________________________________________
 CK5657  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CK5657  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK5657  DYNAMIC HT  -           3.447 (meters)      11.31  (feet)  COMP
 CK5657  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CK5657
 CK5657  HORZ ORDER  -  THIRD
 CK5657  VERT ORDER  -  THIRD
 CK5657
 CK5657.The horizontal coordinates were established by classical geodetic methods
 CK5657.and adjusted by the National Geodetic Survey in March 2004..
 CK5657
 CK5657.The orthometric height was determined by differential leveling
 CK5657.and adjusted by the National Geodetic Survey in April 1995..
 CK5657
 CK5657.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5657
 CK5657.The geoid height was determined by GEOID03.
 CK5657
 CK5657.The dynamic height is computed by dividing the NAVD 88
 CK5657.geopotential number by the normal gravity value computed on the
 CK5657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5657.degrees latitude (g = 980.6199 gals.).
 CK5657
 CK5657.The modeled gravity was interpolated from observed gravity values.
 CK5657
 CK5657;                    North         East     Units Scale Factor Converg.
 CK5657;SPC SC       -    34,810.608   634,226.364   MT  1.00014299   +0 08 40.9
 CK5657;SPC SC       -   114,208.03  2,080,795.16   iFT  1.00014299   +0 08 40.9
 CK5657;UTM  17      - 3,556,749.988   524,613.057   MT  0.99960747   +0 08 19.9
 CK5657
 CK5657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5657!SPC SC       -   1.00000444  x   1.00014299  =   1.00014743
 CK5657!UTM  17      -   1.00000444  x   0.99960747  =   0.99961191
 CK5657
 CK5657                          SUPERSEDED SURVEY CONTROL
 CK5657
 CK5657  NAD 83(1986)-  32 08 48.90328(N)    080 44 20.43171(W) AD(       ) 3
 CK5657  NGVD 29 (04/23/92)    3.733  (m)           12.25   (f) ADJUSTED    3 0
 CK5657
 CK5657.Superseded values are not recommended for survey control.
 CK5657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5657.See file dsdata.txt to determine how the superseded data were derived.
 CK5657
 CK5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2461356750(NAD 83)
 CK5657_MARKER: P = PIPE CAP
 CK5657_SETTING: 0 = UNSPECIFIED SETTING
 CK5657_STAMPING: 1442 1988
 CK5657_MARK LOGO: SCCC  
 CK5657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5657+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CK5657
 CK5657  HISTORY     - Date     Condition        Report By
 CK5657  HISTORY     - 1988     MONUMENTED       SCCC
 CK5657  HISTORY     - 19960611 GOOD             USPSQD
 CK5657  HISTORY     - 19970311 GOOD             USPSQD
 CK5657  HISTORY     - 20020615 GOOD             USPSQD
 CK5657  HISTORY     - 20040608 GOOD             USPSQD
 CK5657
 CK5657                          STATION DESCRIPTION
 CK5657
 CK5657'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5657'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM COLIGNY CIRCLE, GO
 CK5657'EAST ALONG NORTH FOREST BEACH DRIVE TO THE JUNCTION OF LARK STREET ON
 CK5657'THE RIGHT, PROCEED ALONG LARK STREET TO THE JUNCTION OF DUNE LANE AND
 CK5657'THE STATION LOCATED AT THE TOP OF ROCK RIP-RAP.  MARKER IS 25.0 FEET
 CK5657'SOUTH SOUTHEAST OF THE PALM TREE AND 8.0 FEET SOUTH SOUTHWEST OF THE
 CK5657'PALM TREE.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5657'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5657'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5657
 CK5657                          STATION RECOVERY (1996)
 CK5657
 CK5657'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5657'RECOVERED IN GOOD CONDITION.
 CK5657
 CK5657                          STATION RECOVERY (1997)
 CK5657
 CK5657'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK5657'RECOVERED IN GOOD CONDITION.
 CK5657
 CK5657                          STATION RECOVERY (2002)
 CK5657
 CK5657'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK5657'RECOVERED IN GOOD CONDITION.
 CK5657
 CK5657                          STATION RECOVERY (2004)
 CK5657
 CK5657'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK5657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5658 ***********************************************************************
 CK5658  HT_MOD      -  This is a Height Modernization Survey Station.
 CK5658  DESIGNATION -  1445
 CK5658  PID         -  CK5658
 CK5658  STATE/COUNTY-  SC/BEAUFORT
 CK5658  USGS QUAD   -  HILTON HEAD (1971)
 CK5658
 CK5658                         *CURRENT SURVEY CONTROL
 CK5658  ___________________________________________________________________
 CK5658* NAD 83(2001)-  32 09 05.69128(N)    080 43 56.27616(W)     ADJUSTED  
 CK5658* NAVD 88     -         4.03   (meters)      13.2    (feet)  GPS OBS   
 CK5658  ___________________________________________________________________
 CK5658  X           -     870,479.157 (meters)                     COMP
 CK5658  Y           -  -5,334,554.027 (meters)                     COMP
 CK5658  Z           -   3,374,659.326 (meters)                     COMP
 CK5658  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CK5658  ELLIP HEIGHT-         -27.71  (meters)          (06/28/04) GPS OBS
 CK5658  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK5658  DYNAMIC HT  -           4.02  (meters)      13.2   (feet)  COMP
 CK5658  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 CK5658
 CK5658  HORZ ORDER  -  FIRST
 CK5658  VERT ORDER  -  THIRD (See Below)
 CK5658  ELLP ORDER  -  FOURTH    CLASS I
 CK5658
 CK5658.The horizontal coordinates were established by GPS observations
 CK5658.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK5658
 CK5658.The orthometric height was determined by GPS observations and a
 CK5658.high-resolution geoid model using precise GPS observation and
 CK5658.processing techniques. It supersedes the leveled height previously
 CK5658.determined for this station.
 CK5658.The vertical order pertains to the first NAVD 88 superseded value.
 CK5658
 CK5658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5658
 CK5658.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5658
 CK5658.The ellipsoidal height was determined by GPS observations
 CK5658.and is referenced to NAD 83.
 CK5658
 CK5658.The geoid height was determined by GEOID03.
 CK5658
 CK5658.The dynamic height is computed by dividing the NAVD 88
 CK5658.geopotential number by the normal gravity value computed on the
 CK5658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5658.degrees latitude (g = 980.6199 gals.).
 CK5658
 CK5658.The modeled gravity was interpolated from observed gravity values.
 CK5658
 CK5658;                    North         East     Units Scale Factor Converg.
 CK5658;SPC SC       -    35,329.840   634,857.739   MT  1.00014085   +0 08 54.3
 CK5658;SPC SC       -   115,911.55  2,082,866.60   iFT  1.00014085   +0 08 54.3
 CK5658;UTM  17      - 3,557,268.878   525,244.149   MT  0.99960786   +0 08 32.9
 CK5658
 CK5658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5658!SPC SC       -   1.00000435  x   1.00014085  =   1.00014520
 CK5658!UTM  17      -   1.00000435  x   0.99960786  =   0.99961221
 CK5658
 CK5658|---------------------------------------------------------------------|
 CK5658| PID    Reference Object                     Distance      Geod. Az  |
 CK5658|                                                           dddmmss.s |
 CK5658| CK4387 BEA 13                              189.830 METERS 33320     |
 CK5658|---------------------------------------------------------------------|
 CK5658
 CK5658                          SUPERSEDED SURVEY CONTROL
 CK5658
 CK5658  NAD 83(1986)-  32 09 05.70236(N)    080 43 56.28351(W) AD(       ) 1
 CK5658  NAD 83(2001)-  32 09 05.69337(N)    080 43 56.27450(W) AD(       ) 3
 CK5658  NAD 83(1986)-  32 09 05.70687(N)    080 43 56.28902(W) AD(       ) 3
 CK5658  NAVD 88 (04/27/95)    4.064  (m)           13.33   (f) ADJUSTED    3 0
 CK5658  NGVD 29 (04/23/92)    4.346  (m)           14.26   (f) ADJUSTED    3 0
 CK5658
 CK5658.Superseded values are not recommended for survey control.
 CK5658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5658.See file dsdata.txt to determine how the superseded data were derived.
 CK5658
 CK5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2524457269(NAD 83)
 CK5658_MARKER: P = PIPE CAP
 CK5658_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5658_STAMPING: 1445 1988
 CK5658_MARK LOGO: SCCC  
 CK5658_PROJECTION: RECESSED 5 CENTIMETERS
 CK5658_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5658+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 CK5658
 CK5658  HISTORY     - Date     Condition        Report By
 CK5658  HISTORY     - 1988     MONUMENTED       SCCC
 CK5658  HISTORY     - 19960611 GOOD             USPSQD
 CK5658  HISTORY     - 20020615 GOOD             USPSQD
 CK5658  HISTORY     - 20030408 GOOD             SCGS
 CK5658
 CK5658                          STATION DESCRIPTION
 CK5658
 CK5658'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5658'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM COLIGNY CIRCLE, GO
 CK5658'EAST ALONG NORTH FOREST BEACH DRIVE TO THE JUNCTION OF CAPRI LANE ON
 CK5658'THE RIGHT,  PROCEED ALONG CAPRI LANE TO THE END AND THE STATION
 CK5658'LOCATED AT THE TOP OF HIGH SPOT IN THE YARD.  MARKER IS 7.5 FEET
 CK5658'NORTH OF THE WITNESS POST AT THE TOP OF ROCK RIP-RAP.  MARK IS
 CK5658'RECESSED 0.2 FEET BELOW THE SURFACE OF THE GROUND.  MARK IS A
 CK5658'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE SURROUNDED BY
 CK5658'CONCRETE.
 CK5658
 CK5658                          STATION RECOVERY (1996)
 CK5658
 CK5658'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5658'RECOVERED IN GOOD CONDITION.
 CK5658
 CK5658                          STATION RECOVERY (2002)
 CK5658
 CK5658'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK5658'MARKER IS AT WP (NOT 7.5 FEET N) AND IS FLUSH (NOT 0.2 FEET) BELOW
 CK5658'SURFACE.
 CK5658
 CK5658                          STATION RECOVERY (2003)
 CK5658
 CK5658'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5658'STATION IS LOCATED ON HILTON HEAD ISLAND, 22.15 MILES SOUTH SOUTHWEST
 CK5658'OF BEAUFORT.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL. TO REACH THE
 CK5658'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 278 BYPASS (CROSS ISLAND
 CK5658'PARKWAY), 278 BUSINESS (W.M. HILTON PARKWAY) ON HILTON HEAD ISLAND, GO
 CK5658'EAST SOUTHEAST  ON HIGHWAY 278 BUSINESS FOR 8.5 MILES TO THE TRAFFIC
 CK5658'CIRCLE JUNCTION OF PALMETTO BAY  ROAD RIGHT,  GREENWOOD DRIVE AHEAD
 CK5658'AND STATE ROAD 80 (POPE ROAD), BEAR RIGHT AROUND  THE TRAFFIC CIRCLE
 CK5658'TO ROAD 80, BEAR RIGHT ON ROAD 80 FOR 1.05 MILES TO ANOTHER TRAFFIC
 CK5658'CIRCLE (COLIGNY CIRCLE), CONTINUE AROUND THE TRAFFIC CIRCLE AND BEAR
 CK5658'RIGHT HEADING  NORTHEAST ON FOREST BEACH DRIVE FOR 1.25 MILES TO THE
 CK5658'JUNCTION OF CAPRI LANE, TURN  RIGHT ON CAPRI LANE FOR 0.1 MILE TO THE
 CK5658'END OF THE ROAD AT A BEACH ACCESS PATH AND THE  STATION AHEAD ON THE
 CK5658'LEFT ATOP A SMALL GRASSY KNOLL AT THE DUNE LINE. STATION IS A PIPE CAP
 CK5658'ATTACHED TO A PVC PIPE RECESSED 0.2 FOOT, 0.3 FOOT SOUTHEAST OF A
 CK5658'WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5659 ***********************************************************************
 CK5659  DESIGNATION -  1448
 CK5659  PID         -  CK5659
 CK5659  STATE/COUNTY-  SC/BEAUFORT
 CK5659  USGS QUAD   -  HILTON HEAD (1971)
 CK5659
 CK5659                         *CURRENT SURVEY CONTROL
 CK5659  ___________________________________________________________________
 CK5659* NAD 83(2001)-  32 09 14.89859(N)    080 43 44.06385(W)     ADJUSTED  
 CK5659* NAVD 88     -         3.382  (meters)      11.10   (feet)  ADJUSTED  
 CK5659  ___________________________________________________________________
 CK5659  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 CK5659  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK5659  DYNAMIC HT  -           3.378 (meters)      11.08  (feet)  COMP
 CK5659  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CK5659
 CK5659  HORZ ORDER  -  THIRD
 CK5659  VERT ORDER  -  THIRD
 CK5659
 CK5659.The horizontal coordinates were established by classical geodetic methods
 CK5659.and adjusted by the National Geodetic Survey in March 2004..
 CK5659
 CK5659.The orthometric height was determined by differential leveling
 CK5659.and adjusted by the National Geodetic Survey in April 1995..
 CK5659
 CK5659.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5659
 CK5659.The geoid height was determined by GEOID03.
 CK5659
 CK5659.The dynamic height is computed by dividing the NAVD 88
 CK5659.geopotential number by the normal gravity value computed on the
 CK5659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5659.degrees latitude (g = 980.6199 gals.).
 CK5659
 CK5659.The modeled gravity was interpolated from observed gravity values.
 CK5659
 CK5659;                    North         East     Units Scale Factor Converg.
 CK5659;SPC SC       -    35,614.323   635,177.060   MT  1.00013969   +0 09 01.1
 CK5659;SPC SC       -   116,844.89  2,083,914.24   iFT  1.00013969   +0 09 01.1
 CK5659;UTM  17      - 3,557,553.176   525,563.330   MT  0.99960806   +0 08 39.4
 CK5659
 CK5659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5659!SPC SC       -   1.00000445  x   1.00013969  =   1.00014414
 CK5659!UTM  17      -   1.00000445  x   0.99960806  =   0.99961251
 CK5659
 CK5659                          SUPERSEDED SURVEY CONTROL
 CK5659
 CK5659  NAD 83(1986)-  32 09 14.91201(N)    080 43 44.07802(W) AD(       ) 3
 CK5659  NGVD 29 (04/23/92)    3.664  (m)           12.02   (f) ADJUSTED    3 0
 CK5659
 CK5659.Superseded values are not recommended for survey control.
 CK5659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5659.See file dsdata.txt to determine how the superseded data were derived.
 CK5659
 CK5659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2556357553(NAD 83)
 CK5659_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5659_SETTING: 0 = UNSPECIFIED SETTING
 CK5659_STAMPING: 1448 1988
 CK5659_MARK LOGO: SCCC  
 CK5659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5659+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5659
 CK5659  HISTORY     - Date     Condition        Report By
 CK5659  HISTORY     - 1988     MONUMENTED       SCCC
 CK5659  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 CK5659  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 CK5659
 CK5659                          STATION DESCRIPTION
 CK5659
 CK5659'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5659'THE STATION IS LOCATED IN SHIPYARD PLANTATION ON HILTON HEAD
 CK5659'ISLAND.  FROM THE SECURITY GATE ON HIGHWAY 278, PROCEED ALONG
 CK5659'SHIPYARD DRIVE TO THE SHIPYARD BEACH CLUB AND THE STATION LOCATED
 CK5659'200.0 FEET NORTHEAST OF THE BEACH CLUB BUILDING.  MARKER IS 45.0 FEET
 CK5659'SOUTH SOUTHWEST OF THE PALM TREE AND 40.0 FEET EAST SOUTHEAST OF THE
 CK5659'PALM TREE.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5659'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5659'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5659
 CK5659                          STATION RECOVERY (1996)
 CK5659
 CK5659'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5659'MARK NOT FOUND.
 CK5659
 CK5659                          STATION RECOVERY (2002)
 CK5659
 CK5659'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK5659'NOT FOUND.  AREA IS NOW A PRIVATE COMMUNITY.  NO BEACH ACCESS
 CK5659'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0101 ***********************************************************************
 DE0101  DESIGNATION -  145
 DE0101  PID         -  DE0101
 DE0101  STATE/COUNTY-  SC/SUMTER
 DE0101  USGS QUAD   -  SUMTER WEST (1982)
 DE0101
 DE0101                         *CURRENT SURVEY CONTROL
 DE0101  ___________________________________________________________________
 DE0101* NAD 83(1986)-  33 53 03.     (N)    080 22 38.     (W)     SCALED    
 DE0101* NAVD 88     -        43.914  (meters)     144.07   (feet)  ADJUSTED  
 DE0101  ___________________________________________________________________
 DE0101  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DE0101  DYNAMIC HT  -          43.869 (meters)     143.93  (feet)  COMP
 DE0101  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 DE0101
 DE0101  VERT ORDER  -  SECOND    CLASS 0
 DE0101
 DE0101.The horizontal coordinates were scaled from a topographic map and have
 DE0101.an estimated accuracy of +/- 6 seconds.
 DE0101
 DE0101.The orthometric height was determined by differential leveling
 DE0101.and adjusted by the National Geodetic Survey in June 1991..
 DE0101
 DE0101.The geoid height was determined by GEOID03.
 DE0101
 DE0101.The dynamic height is computed by dividing the NAVD 88
 DE0101.geopotential number by the normal gravity value computed on the
 DE0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0101.degrees latitude (g = 980.6199 gals.).
 DE0101
 DE0101.The modeled gravity was interpolated from observed gravity values.
 DE0101
 DE0101;                    North         East    Units  Estimated Accuracy
 DE0101;SPC SC       -   227,600.      667,200.      MT  (+/- 180 meters Scaled)
 DE0101
 DE0101                          SUPERSEDED SURVEY CONTROL
 DE0101
 DE0101  NGVD 29 (??/??/92)   44.192  (m)          144.99   (f) ADJ UNCH    2 0
 DE0101
 DE0101.Superseded values are not recommended for survey control.
 DE0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0101.See file dsdata.txt to determine how the superseded data were derived.
 DE0101
 DE0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT575494(NAD 83)
 DE0101_MARKER: P = PIPE CAP
 DE0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0101_STAMPING: 144.964
 DE0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0101
 DE0101  HISTORY     - Date     Condition        Report By
 DE0101  HISTORY     - UNK      MONUMENTED       USGS
 DE0101  HISTORY     - 1934     GOOD             NGS
 DE0101  HISTORY     - 1979     MARK NOT FOUND   USGS
 DE0101  HISTORY     - 20030603 GOOD             INDIV
 DE0101
 DE0101                          STATION DESCRIPTION
 DE0101
 DE0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DE0101'2.9 MI SW FROM SUMTER.
 DE0101'2.9 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DE0101'SUMTER, SUMTER COUNTY, ABOUT 570 FEET NORTHEAST OF MILEPOST S 3,
 DE0101'55.5 FEET NORTHWEST OF A DIRT-ROAD CROSSING, AND 55.5 FEET
 DE0101'NORTHWEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 DE0101'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 144.964 AND RIVETED ON
 DE0101'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 DE0101
 DE0101                          STATION RECOVERY (1979)
 DE0101
 DE0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 DE0101'MARK NOT FOUND.
 DE0101
 DE0101                          STATION RECOVERY (2003)
 DE0101
 DE0101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MCT)
 DE0101'CURRENT DATA SHEET INDICATES 'MARK NOT FOUND' BY THE USGS IN 1979.
 DE0101'MON. WAS RECOVERED BY MICHAEL C. TURBEVILLE, III, SCRLS NO. 12524.
 DE0101'FROM THE CL INT. OF KINGSBURY RD. AND WARDLAND RD., PROCEED
 DE0101'APPROXIMATELY 106 FT. NE, DOWN THE CL OF WARDLAND RD.  THEN, PROCEED
 DE0101'SE APPROX. 25 FT. TO THE MON.  THE PREVIOUS DESCRIPTION OF '55.5 FEET
 DE0101'NORTHWEST OF THE CENTERLINE OF THE (RAILROAD) TRACK' SHOULD STILL BE
 DE0101'ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4136 ***********************************************************************
 EB4136  DESIGNATION -  145 HLZ
 EB4136  PID         -  EB4136
 EB4136  STATE/COUNTY-  SC/MARLBORO
 EB4136  USGS QUAD   -  WITHERSPOON ISLAND (1972)
 EB4136
 EB4136                         *CURRENT SURVEY CONTROL
 EB4136  ___________________________________________________________________
 EB4136* NAD 83(1986)-  34 21 36.     (N)    079 40 28.     (W)     SCALED    
 EB4136* NAVD 88     -        22.799  (meters)      74.80   (feet)  ADJUSTED  
 EB4136  ___________________________________________________________________
 EB4136  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EB4136  DYNAMIC HT  -          22.778 (meters)      74.73  (feet)  COMP
 EB4136  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 EB4136
 EB4136  VERT ORDER  -  FIRST     CLASS II
 EB4136
 EB4136.The horizontal coordinates were scaled from a topographic map and have
 EB4136.an estimated accuracy of +/- 6 seconds.
 EB4136
 EB4136.The orthometric height was determined by differential leveling
 EB4136.and adjusted by the National Geodetic Survey in June 1994..
 EB4136
 EB4136.The geoid height was determined by GEOID03.
 EB4136
 EB4136.The dynamic height is computed by dividing the NAVD 88
 EB4136.geopotential number by the normal gravity value computed on the
 EB4136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4136.degrees latitude (g = 980.6199 gals.).
 EB4136
 EB4136.The modeled gravity was interpolated from observed gravity values.
 EB4136
 EB4136;                    North         East    Units  Estimated Accuracy
 EB4136;SPC SC       -   280,980.      731,520.      MT  (+/- 180 meters Scaled)
 EB4136
 EB4136                          SUPERSEDED SURVEY CONTROL
 EB4136
 EB4136.No superseded survey control is available for this station.
 EB4136
 EB4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU218028(NAD 83)
 EB4136_MARKER: DD = SURVEY DISK
 EB4136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB4136_SP_SET: BRIDGE CURB
 EB4136_STAMPING: 76 145 HLZ 1971
 EB4136_MARK LOGO: USGS  
 EB4136_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB4136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB4136
 EB4136  HISTORY     - Date     Condition        Report By
 EB4136  HISTORY     - 1971     MONUMENTED       USGS
 EB4136  HISTORY     - 19930413 GOOD             SCGS
 EB4136
 EB4136                          STATION DESCRIPTION
 EB4136
 EB4136'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4136'STATION IS LOCATED 11.7 MILES (18.8 KM) EAST NORTHEAST OF DARLINGTON,
 EB4136'17.4 MILES (28.0 KM) SOUTH OF BENNETTSVILLE. OWNERSHIP--SCDHPT,
 EB4136'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4136'803-737-1350. TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 EB4136'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0 MILES
 EB4136'(25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY 34 FOR
 EB4136'2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 31 RIGHT, CONTINUE
 EB4136'ON HIGHWAY 34 FOR 2.6 MILES (4.2 KM) TO THE STATION ON THE LEFT AT
 EB4136'THE SOUTHWEST CORNER OF A BRIDGE OVER A SWAMP. STATION IS A DRILL
 EB4136'MARK IN THE CURB OF THE BRIDGE AND 1.5 FEET (0.5 M) ABOVE THE
 EB4136'HIGHWAY, 13.8 FEET (4.2 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 EB4136'HIGHWAY, 1.8 FEET (0.5 M) EAST NORTHEAST OF THE SOUTHWEST END OF THE
 EB4136'BRIDGE, 2.5 FEET (0.8 M) NORTHEAST OF A WITNESS POST. DESCRIBED BY T.
 EB4136'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5660 ***********************************************************************
 CK5660  DESIGNATION -  1451
 CK5660  PID         -  CK5660
 CK5660  STATE/COUNTY-  SC/BEAUFORT
 CK5660  USGS QUAD   -  HILTON HEAD (1971)
 CK5660
 CK5660                         *CURRENT SURVEY CONTROL
 CK5660  ___________________________________________________________________
 CK5660* NAD 83(2001)-  32 09 23.52496(N)    080 43 34.36672(W)     ADJUSTED  
 CK5660* NAVD 88     -         3.465  (meters)      11.37   (feet)  ADJUSTED  
 CK5660  ___________________________________________________________________
 CK5660  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CK5660  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK5660  DYNAMIC HT  -           3.461 (meters)      11.36  (feet)  COMP
 CK5660  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 CK5660
 CK5660  HORZ ORDER  -  THIRD
 CK5660  VERT ORDER  -  THIRD
 CK5660
 CK5660.The horizontal coordinates were established by classical geodetic methods
 CK5660.and adjusted by the National Geodetic Survey in March 2004..
 CK5660
 CK5660.The orthometric height was determined by differential leveling
 CK5660.and adjusted by the National Geodetic Survey in April 1995..
 CK5660
 CK5660.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5660
 CK5660.The geoid height was determined by GEOID03.
 CK5660
 CK5660.The dynamic height is computed by dividing the NAVD 88
 CK5660.geopotential number by the normal gravity value computed on the
 CK5660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5660.degrees latitude (g = 980.6199 gals.).
 CK5660
 CK5660.The modeled gravity was interpolated from observed gravity values.
 CK5660
 CK5660;                    North         East     Units Scale Factor Converg.
 CK5660;SPC SC       -    35,880.744   635,430.495   MT  1.00013860   +0 09 06.4
 CK5660;SPC SC       -   117,718.98  2,084,745.72   iFT  1.00013860   +0 09 06.4
 CK5660;UTM  17      - 3,557,819.429   525,816.658   MT  0.99960822   +0 08 44.6
 CK5660
 CK5660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5660!SPC SC       -   1.00000444  x   1.00013860  =   1.00014304
 CK5660!UTM  17      -   1.00000444  x   0.99960822  =   0.99961266
 CK5660
 CK5660                          SUPERSEDED SURVEY CONTROL
 CK5660
 CK5660  NAD 83(1986)-  32 09 23.53832(N)    080 43 34.38070(W) AD(       ) 3
 CK5660  NGVD 29 (04/23/92)    3.747  (m)           12.29   (f) ADJUSTED    3 0
 CK5660
 CK5660.Superseded values are not recommended for survey control.
 CK5660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5660.See file dsdata.txt to determine how the superseded data were derived.
 CK5660
 CK5660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2581757819(NAD 83)
 CK5660_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5660_SETTING: 0 = UNSPECIFIED SETTING
 CK5660_STAMPING: 1451 1988
 CK5660_MARK LOGO: SCCC  
 CK5660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5660+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5660
 CK5660  HISTORY     - Date     Condition        Report By
 CK5660  HISTORY     - 1988     MONUMENTED       SCCC
 CK5660  HISTORY     - 19960611 GOOD             USPSQD
 CK5660  HISTORY     - 19990202 GOOD             USPSQD
 CK5660
 CK5660                          STATION DESCRIPTION
 CK5660
 CK5660'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5660'THE STATION IS LOCATED IN PALMETTO DUNES ON HILTON HEAD ISLAND.  FROM
 CK5660'THE SECURITY GATE ON HIGHWAY 278, PROCEED ALONG QUEENS FOLLY ROAD TO
 CK5660'BARRINGTON VILLAS ON THE LEFT AND THE STATION LOCATED ON THE TOP
 CK5660'DUNES BETWEEN TWO WOODEN WALKS.  MARKER IS 11.0 FEET EAST NORTHEAST
 CK5660'OF THE WOODEN SIGN AND 63.0 FEET WEST NORTHWEST OF THE SOUTHWEST
 CK5660'CORNER OF THE WOODEN WALK.  MARK IS PROJECTING 0.2 FEET ABOVE THE
 CK5660'SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A
 CK5660'2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED
 CK5660'BY CONCRETE.
 CK5660
 CK5660                          STATION RECOVERY (1996)
 CK5660
 CK5660'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5660'RECOVERED IN GOOD CONDITION.
 CK5660
 CK5660                          STATION RECOVERY (1999)
 CK5660
 CK5660'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5661 ***********************************************************************
 CK5661  DESIGNATION -  1454
 CK5661  PID         -  CK5661
 CK5661  STATE/COUNTY-  SC/BEAUFORT
 CK5661  USGS QUAD   -  HILTON HEAD (1971)
 CK5661
 CK5661                         *CURRENT SURVEY CONTROL
 CK5661  ___________________________________________________________________
 CK5661* NAD 83(2001)-  32 09 40.12584(N)    080 43 17.56295(W)     ADJUSTED  
 CK5661* NAVD 88     -         3.915  (meters)      12.84   (feet)  ADJUSTED  
 CK5661  ___________________________________________________________________
 CK5661  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CK5661  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK5661  DYNAMIC HT  -           3.910 (meters)      12.83  (feet)  COMP
 CK5661  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 CK5661
 CK5661  HORZ ORDER  -  THIRD
 CK5661  VERT ORDER  -  THIRD
 CK5661
 CK5661.The horizontal coordinates were established by classical geodetic methods
 CK5661.and adjusted by the National Geodetic Survey in March 2004..
 CK5661
 CK5661.The orthometric height was determined by differential leveling
 CK5661.and adjusted by the National Geodetic Survey in April 1995..
 CK5661
 CK5661.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5661
 CK5661.The geoid height was determined by GEOID03.
 CK5661
 CK5661.The dynamic height is computed by dividing the NAVD 88
 CK5661.geopotential number by the normal gravity value computed on the
 CK5661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5661.degrees latitude (g = 980.6199 gals.).
 CK5661
 CK5661.The modeled gravity was interpolated from observed gravity values.
 CK5661
 CK5661;                    North         East     Units Scale Factor Converg.
 CK5661;SPC SC       -    36,393.340   635,869.493   MT  1.00013650   +0 09 15.8
 CK5661;SPC SC       -   119,400.72  2,086,186.00   iFT  1.00013650   +0 09 15.8
 CK5661;UTM  17      - 3,558,331.707   526,255.478   MT  0.99960850   +0 08 53.6
 CK5661
 CK5661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5661!SPC SC       -   1.00000437  x   1.00013650  =   1.00014087
 CK5661!UTM  17      -   1.00000437  x   0.99960850  =   0.99961287
 CK5661
 CK5661                          SUPERSEDED SURVEY CONTROL
 CK5661
 CK5661  NAD 83(1986)-  32 09 40.13899(N)    080 43 17.57637(W) AD(       ) 3
 CK5661  NGVD 29 (04/23/92)    4.196  (m)           13.77   (f) ADJUSTED    3 0
 CK5661
 CK5661.Superseded values are not recommended for survey control.
 CK5661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5661.See file dsdata.txt to determine how the superseded data were derived.
 CK5661
 CK5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2625558332(NAD 83)
 CK5661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5661_SETTING: 0 = UNSPECIFIED SETTING
 CK5661_STAMPING: 1454 1988
 CK5661_MARK LOGO: SCCC  
 CK5661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5661+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5661
 CK5661  HISTORY     - Date     Condition        Report By
 CK5661  HISTORY     - 1988     MONUMENTED       SCCC
 CK5661  HISTORY     - 19960612 MARK NOT FOUND   USPSQD
 CK5661  HISTORY     - 19990202 GOOD             USPSQD
 CK5661
 CK5661                          STATION DESCRIPTION
 CK5661
 CK5661'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5661'THE STATION IS LOCATED IN PALMETTO DUNES ON HILTON HEAD ISLAND.  FROM
 CK5661'THE SECURITY GATE ON HIGHWAY 278, PROCEED ALONG QUEENS FOLLY ROAD TO
 CK5661'MARINERS INN ON THE LEFT AND THE STATION LOCATED ON THE TOP DUNES AT
 CK5661'THE END OF THE PARKING LOT.  MARKER IS 19.0 FEET SOUTHEAST OF THE
 CK5661'RETAINING FENCE AND 19.0 FEET NORTHWEST OF THE RETAINING FENCE.  MARK
 CK5661'IS PROJECTING 0.3 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5661'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5661'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5661
 CK5661                          STATION RECOVERY (1996)
 CK5661
 CK5661'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5661'MARK NOT FOUND.
 CK5661
 CK5661                          STATION RECOVERY (1999)
 CK5661
 CK5661'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5662 ***********************************************************************
 CK5662  DESIGNATION -  1457
 CK5662  PID         -  CK5662
 CK5662  STATE/COUNTY-  SC/BEAUFORT
 CK5662  USGS QUAD   -  HILTON HEAD (1971)
 CK5662
 CK5662                         *CURRENT SURVEY CONTROL
 CK5662  ___________________________________________________________________
 CK5662* NAD 83(2001)-  32 10 08.34642(N)    080 42 52.29980(W)     ADJUSTED  
 CK5662* NAVD 88     -         4.627  (meters)      15.18   (feet)  ADJUSTED  
 CK5662  ___________________________________________________________________
 CK5662  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CK5662  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK5662  DYNAMIC HT  -           4.622 (meters)      15.16  (feet)  COMP
 CK5662  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CK5662
 CK5662  HORZ ORDER  -  THIRD
 CK5662  VERT ORDER  -  THIRD
 CK5662
 CK5662.The horizontal coordinates were established by classical geodetic methods
 CK5662.and adjusted by the National Geodetic Survey in March 2004..
 CK5662
 CK5662.The orthometric height was determined by differential leveling
 CK5662.and adjusted by the National Geodetic Survey in April 1995..
 CK5662
 CK5662.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5662
 CK5662.The geoid height was determined by GEOID03.
 CK5662
 CK5662.The dynamic height is computed by dividing the NAVD 88
 CK5662.geopotential number by the normal gravity value computed on the
 CK5662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5662.degrees latitude (g = 980.6199 gals.).
 CK5662
 CK5662.The modeled gravity was interpolated from observed gravity values.
 CK5662
 CK5662;                    North         East     Units Scale Factor Converg.
 CK5662;SPC SC       -    37,264.530   636,529.127   MT  1.00013296   +0 09 29.8
 CK5662;SPC SC       -   122,258.96  2,088,350.15   iFT  1.00013296   +0 09 29.8
 CK5662;UTM  17      - 3,559,202.368   526,914.859   MT  0.99960893   +0 09 07.2
 CK5662
 CK5662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5662!SPC SC       -   1.00000426  x   1.00013296  =   1.00013722
 CK5662!UTM  17      -   1.00000426  x   0.99960893  =   0.99961319
 CK5662
 CK5662                          SUPERSEDED SURVEY CONTROL
 CK5662
 CK5662  NAD 83(1986)-  32 10 08.35909(N)    080 42 52.31225(W) AD(       ) 3
 CK5662  NGVD 29 (04/23/92)    4.909  (m)           16.11   (f) ADJUSTED    3 0
 CK5662
 CK5662.Superseded values are not recommended for survey control.
 CK5662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5662.See file dsdata.txt to determine how the superseded data were derived.
 CK5662
 CK5662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2691559202(NAD 83)
 CK5662_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5662_SETTING: 0 = UNSPECIFIED SETTING
 CK5662_STAMPING: 1457 1988
 CK5662_MARK LOGO: SCCC  
 CK5662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5662+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5662
 CK5662  HISTORY     - Date     Condition        Report By
 CK5662  HISTORY     - 1988     MONUMENTED       SCCC
 CK5662  HISTORY     - 19960612 MARK NOT FOUND   USPSQD
 CK5662  HISTORY     - 19990202 GOOD             USPSQD
 CK5662
 CK5662                          STATION DESCRIPTION
 CK5662
 CK5662'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5662'THE STATION IS LOCATED IN PALMETTO DUNES ON HILTON HEAD ISLAND.  FROM
 CK5662'THE SECURITY GATE ON HIGHWAY 278, PROCEED ALONG QUEENS FOLLY ROAD TO
 CK5662'MOORING BOUY, PROCEED NORTHEAST ALONG MOORING BOUY TO ARMADA STREET
 CK5662'ON THE RIGHT, PROCEED ALONG ARMADA STREET TO THE BEACH ACCESS ON THE
 CK5662'LEFT AND THE STATION LOCATED AT THE TOP DUNES ON THE RIGHT SIDE OF
 CK5662'THE BEACH ACCESS.  MARKER IS 10.5 FEET SOUTH SOUTHWEST OF THE PALM
 CK5662'TREE AND 14.3 FEET EAST NORTHEAST OF THE PALM TREE.  MARK IS
 CK5662'PROJECTING 0.3 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5662'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5662'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5662
 CK5662                          STATION RECOVERY (1996)
 CK5662
 CK5662'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5662'MARK NOT FOUND.
 CK5662
 CK5662                          STATION RECOVERY (1999)
 CK5662
 CK5662'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4138 ***********************************************************************
 EB4138  DESIGNATION -  146 HLZ
 EB4138  PID         -  EB4138
 EB4138  STATE/COUNTY-  SC/DARLINGTON
 EB4138  USGS QUAD   -  WITHERSPOON ISLAND (1972)
 EB4138
 EB4138                         *CURRENT SURVEY CONTROL
 EB4138  ___________________________________________________________________
 EB4138* NAD 83(1986)-  34 21 20.     (N)    079 42 43.     (W)     SCALED    
 EB4138* NAVD 88     -        22.773  (meters)      74.71   (feet)  ADJUSTED  
 EB4138  ___________________________________________________________________
 EB4138  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 EB4138  DYNAMIC HT  -          22.751 (meters)      74.64  (feet)  COMP
 EB4138  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EB4138
 EB4138  VERT ORDER  -  FIRST     CLASS II
 EB4138
 EB4138.The horizontal coordinates were scaled from a topographic map and have
 EB4138.an estimated accuracy of +/- 6 seconds.
 EB4138
 EB4138.The orthometric height was determined by differential leveling
 EB4138.and adjusted by the National Geodetic Survey in June 1994..
 EB4138
 EB4138.The geoid height was determined by GEOID03.
 EB4138
 EB4138.The dynamic height is computed by dividing the NAVD 88
 EB4138.geopotential number by the normal gravity value computed on the
 EB4138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4138.degrees latitude (g = 980.6199 gals.).
 EB4138
 EB4138.The modeled gravity was interpolated from observed gravity values.
 EB4138
 EB4138;                    North         East    Units  Estimated Accuracy
 EB4138;SPC SC       -   280,450.      728,080.      MT  (+/- 180 meters Scaled)
 EB4138
 EB4138                          SUPERSEDED SURVEY CONTROL
 EB4138
 EB4138.No superseded survey control is available for this station.
 EB4138
 EB4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU184023(NAD 83)
 EB4138_MARKER: DD = SURVEY DISK
 EB4138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB4138_SP_SET: BRIDGE CURB
 EB4138_STAMPING: 76 146 HLZ 1971
 EB4138_MARK LOGO: USGS  
 EB4138_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB4138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB4138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4138+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1993
 EB4138
 EB4138  HISTORY     - Date     Condition        Report By
 EB4138  HISTORY     - 1971     MONUMENTED       USGS
 EB4138  HISTORY     - 19930406 GOOD             SCGS
 EB4138
 EB4138                          STATION DESCRIPTION
 EB4138
 EB4138'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4138'STATION IS LOCATED 9.8 MILES (15.8 KM) EAST NORTHEAST OF DARLINGTON,
 EB4138'13.5 MILES (21.7 KM) SOUTHEAST OF SOCIETY HILL. OWNERSHIP--SCDHPT,
 EB4138'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4138'803-737-1350. TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 EB4138'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0 MILES
 EB4138'(25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY 34 FOR
 EB4138'6.2 MILES (10.0 KM) TO THE EAST END OF THE BRIDGE OVER THE PEE DEE
 EB4138'RIVER, CONTINUE ON HIGHWAY 34 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION
 EB4138'OF STATE ROAD 900, CONTINUE ON HIGHWAY 34 FOR 0.65 MILE (1.05 KM) TO
 EB4138'THE EAST END OF A BRIDGE OVER A SWAMP AND THE STATION NEAR THE
 EB4138'SOUTHEAST CORNER OF THE BRIDGE. STATION IS A DRILL MARK IN THE CURB
 EB4138'OF THE BRIDGE AND LEVEL WITH THE HIGHWAY, 14.5 FEET (4.4 M) SOUTH OF
 EB4138'THE CENTER OF THE HIGHWAY, 2.0 FEET (0.6 M) NORTH NORTHWEST OF THE
 EB4138'SOUTHEAST CORNER OF THE BRIDGE, 3.1 FEET (0.9 M) WEST OF A WITNESS
 EB4138'POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5663 ***********************************************************************
 CK5663  DESIGNATION -  1460
 CK5663  PID         -  CK5663
 CK5663  STATE/COUNTY-  SC/BEAUFORT
 CK5663  USGS QUAD   -  HILTON HEAD (1971)
 CK5663
 CK5663                         *CURRENT SURVEY CONTROL
 CK5663  ___________________________________________________________________
 CK5663* NAD 83(2001)-  32 10 26.09331(N)    080 42 39.43714(W)     ADJUSTED  
 CK5663* NAVD 88     -         5.037  (meters)      16.53   (feet)  ADJUSTED  
 CK5663  ___________________________________________________________________
 CK5663  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CK5663  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK5663  DYNAMIC HT  -           5.031 (meters)      16.51  (feet)  COMP
 CK5663  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CK5663
 CK5663  HORZ ORDER  -  THIRD
 CK5663  VERT ORDER  -  THIRD
 CK5663
 CK5663.The horizontal coordinates were established by classical geodetic methods
 CK5663.and adjusted by the National Geodetic Survey in March 2004..
 CK5663
 CK5663.The orthometric height was determined by differential leveling
 CK5663.and adjusted by the National Geodetic Survey in April 1995..
 CK5663
 CK5663.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5663
 CK5663.The geoid height was determined by GEOID03.
 CK5663
 CK5663.The dynamic height is computed by dividing the NAVD 88
 CK5663.geopotential number by the normal gravity value computed on the
 CK5663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5663.degrees latitude (g = 980.6199 gals.).
 CK5663
 CK5663.The modeled gravity was interpolated from observed gravity values.
 CK5663
 CK5663;                    North         East     Units Scale Factor Converg.
 CK5663;SPC SC       -    37,812.189   636,864.641   MT  1.00013074   +0 09 36.9
 CK5663;SPC SC       -   124,055.74  2,089,450.92   iFT  1.00013074   +0 09 36.9
 CK5663;UTM  17      - 3,559,749.704   527,250.258   MT  0.99960916   +0 09 14.1
 CK5663
 CK5663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5663!SPC SC       -   1.00000419  x   1.00013074  =   1.00013493
 CK5663!UTM  17      -   1.00000419  x   0.99960916  =   0.99961335
 CK5663
 CK5663                          SUPERSEDED SURVEY CONTROL
 CK5663
 CK5663  NAD 83(1986)-  32 10 26.10568(N)    080 42 39.44890(W) AD(       ) 3
 CK5663  NGVD 29 (04/23/92)    5.318  (m)           17.45   (f) ADJUSTED    3 0
 CK5663
 CK5663.Superseded values are not recommended for survey control.
 CK5663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5663.See file dsdata.txt to determine how the superseded data were derived.
 CK5663
 CK5663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2725059750(NAD 83)
 CK5663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5663_SETTING: 0 = UNSPECIFIED SETTING
 CK5663_STAMPING: 1460 1988
 CK5663_MARK LOGO: SCCC  
 CK5663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5663+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5663
 CK5663  HISTORY     - Date     Condition        Report By
 CK5663  HISTORY     - 1988     MONUMENTED       SCCC
 CK5663  HISTORY     - 19960612 GOOD             USPSQD
 CK5663  HISTORY     - 19990202 GOOD             USPSQD
 CK5663
 CK5663                          STATION DESCRIPTION
 CK5663
 CK5663'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5663'THE STATION IS LOCATED IN PALMETTO DUNES ON HILTON HEAD ISLAND.  FROM
 CK5663'THE SECURITY GATE ON HIGHWAY 278, PROCEED ALONG QUEENS FOLLY ROAD TO
 CK5663'MOORING BOUY, PROCEED NORTHEAST ALONG MOORING BOUY TO DINGHY STREET
 CK5663'ON THE RIGHT, PROCEED ALONG DINGHY STREET TO THE T-INTERSECTION AND
 CK5663'THE STATION LOCATED AT THE TOP OF THE DUNES.  MARKER IS 16.0 FEET
 CK5663'SOUTH OF THE PALM TREE AND 25.0 FEET EAST SOUTHEAST OF THE PALM
 CK5663'TREE.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5663'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5663'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5663
 CK5663                          STATION RECOVERY (1996)
 CK5663
 CK5663'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5663'RECOVERED IN GOOD CONDITION.
 CK5663
 CK5663                          STATION RECOVERY (1999)
 CK5663
 CK5663'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5664 ***********************************************************************
 CK5664  DESIGNATION -  1463
 CK5664  PID         -  CK5664
 CK5664  STATE/COUNTY-  SC/BEAUFORT
 CK5664  USGS QUAD   -  HILTON HEAD (1971)
 CK5664
 CK5664                         *CURRENT SURVEY CONTROL
 CK5664  ___________________________________________________________________
 CK5664* NAD 83(2001)-  32 10 48.43617(N)    080 42 23.44980(W)     ADJUSTED  
 CK5664* NAVD 88     -         3.103  (meters)      10.18   (feet)  ADJUSTED  
 CK5664  ___________________________________________________________________
 CK5664  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CK5664  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK5664  DYNAMIC HT  -           3.100 (meters)      10.17  (feet)  COMP
 CK5664  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CK5664
 CK5664  HORZ ORDER  -  THIRD
 CK5664  VERT ORDER  -  THIRD
 CK5664
 CK5664.The horizontal coordinates were established by classical geodetic methods
 CK5664.and adjusted by the National Geodetic Survey in March 2004..
 CK5664
 CK5664.The orthometric height was determined by differential leveling
 CK5664.and adjusted by the National Geodetic Survey in April 1995..
 CK5664
 CK5664.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5664
 CK5664.The geoid height was determined by GEOID03.
 CK5664
 CK5664.The dynamic height is computed by dividing the NAVD 88
 CK5664.geopotential number by the normal gravity value computed on the
 CK5664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5664.degrees latitude (g = 980.6199 gals.).
 CK5664
 CK5664.The modeled gravity was interpolated from observed gravity values.
 CK5664
 CK5664;                    North         East     Units Scale Factor Converg.
 CK5664;SPC SC       -    38,501.678   637,281.582   MT  1.00012795   +0 09 45.8
 CK5664;SPC SC       -   126,317.84  2,090,818.84   iFT  1.00012795   +0 09 45.8
 CK5664;UTM  17      - 3,560,438.787   527,667.059   MT  0.99960944   +0 09 22.7
 CK5664
 CK5664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5664!SPC SC       -   1.00000450  x   1.00012795  =   1.00013245
 CK5664!UTM  17      -   1.00000450  x   0.99960944  =   0.99961394
 CK5664
 CK5664                          SUPERSEDED SURVEY CONTROL
 CK5664
 CK5664  NAD 83(1986)-  32 10 48.44817(N)    080 42 23.46075(W) AD(       ) 3
 CK5664  NGVD 29 (04/23/92)    3.385  (m)           11.11   (f) ADJUSTED    3 0
 CK5664
 CK5664.Superseded values are not recommended for survey control.
 CK5664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5664.See file dsdata.txt to determine how the superseded data were derived.
 CK5664
 CK5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2766760439(NAD 83)
 CK5664_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5664_SETTING: 0 = UNSPECIFIED SETTING
 CK5664_STAMPING: 1463 1988
 CK5664_MARK LOGO: SCCC  
 CK5664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5664+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5664
 CK5664  HISTORY     - Date     Condition        Report By
 CK5664  HISTORY     - 1988     MONUMENTED       SCCC
 CK5664  HISTORY     - 19990202 GOOD             USPSQD
 CK5664
 CK5664                          STATION DESCRIPTION
 CK5664
 CK5664'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5664'THE STATION IS LOCATED IN PALMETTO DUNES ON HILTON HEAD ISLAND.  FROM
 CK5664'THE SECURITY GATE ON HIGHWAY 278, PROCEED ALONG QUEENS FOLLY ROAD TO
 CK5664'MOORING BOUY, PROCEED NORTHEAST ALONG MOORING BOUY TO JUNKET STREET
 CK5664'ON THE RIGHT, PROCEED ALONG JUNKET STREET TO THE T-INTERSECTION AND
 CK5664'TURN RIGHT AND THE STATION IS LOCATED ON THE BEACH SIDE OF HOUSE
 CK5664'NUMBER 8.  MARKER IS 26.0 FEET SOUTHWEST OF THE 3-INCH LIVE OAK TREE
 CK5664'AND 7.0 FEET SOUTHEAST OF THE 4-INCH LIVE OAK TREE.  MARK IS
 CK5664'PROJECTING 0.3 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5664'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5664'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5664
 CK5664                          STATION RECOVERY (1999)
 CK5664
 CK5664'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5665 ***********************************************************************
 CK5665  DESIGNATION -  1466
 CK5665  PID         -  CK5665
 CK5665  STATE/COUNTY-  SC/BEAUFORT
 CK5665  USGS QUAD   -  HILTON HEAD (1971)
 CK5665
 CK5665                         *CURRENT SURVEY CONTROL
 CK5665  ___________________________________________________________________
 CK5665* NAD 83(2001)-  32 11 03.67551(N)    080 42 12.39749(W)     ADJUSTED  
 CK5665* NAVD 88     -         3.685  (meters)      12.09   (feet)  ADJUSTED  
 CK5665  ___________________________________________________________________
 CK5665  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CK5665  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK5665  DYNAMIC HT  -           3.681 (meters)      12.08  (feet)  COMP
 CK5665  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 CK5665
 CK5665  HORZ ORDER  -  THIRD
 CK5665  VERT ORDER  -  THIRD
 CK5665
 CK5665.The horizontal coordinates were established by classical geodetic methods
 CK5665.and adjusted by the National Geodetic Survey in March 2004..
 CK5665
 CK5665.The orthometric height was determined by differential leveling
 CK5665.and adjusted by the National Geodetic Survey in April 1995..
 CK5665
 CK5665.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5665
 CK5665.The geoid height was determined by GEOID03.
 CK5665
 CK5665.The dynamic height is computed by dividing the NAVD 88
 CK5665.geopotential number by the normal gravity value computed on the
 CK5665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5665.degrees latitude (g = 980.6199 gals.).
 CK5665
 CK5665.The modeled gravity was interpolated from observed gravity values.
 CK5665
 CK5665;                    North         East     Units Scale Factor Converg.
 CK5665;SPC SC       -    38,971.976   637,569.804   MT  1.00012606   +0 09 51.9
 CK5665;SPC SC       -   127,860.81  2,091,764.45   iFT  1.00012606   +0 09 51.9
 CK5665;UTM  17      - 3,560,908.810   527,955.185   MT  0.99960964   +0 09 28.7
 CK5665
 CK5665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5665!SPC SC       -   1.00000441  x   1.00012606  =   1.00013047
 CK5665!UTM  17      -   1.00000441  x   0.99960964  =   0.99961405
 CK5665
 CK5665                          SUPERSEDED SURVEY CONTROL
 CK5665
 CK5665  NAD 83(1986)-  32 11 03.68733(N)    080 42 12.40793(W) AD(       ) 3
 CK5665  NGVD 29 (04/23/92)    3.966  (m)           13.01   (f) ADJUSTED    3 0
 CK5665
 CK5665.Superseded values are not recommended for survey control.
 CK5665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5665.See file dsdata.txt to determine how the superseded data were derived.
 CK5665
 CK5665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2795560909(NAD 83)
 CK5665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5665_SETTING: 0 = UNSPECIFIED SETTING
 CK5665_STAMPING: 1466 1988
 CK5665_MARK LOGO: SCCC  
 CK5665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5665+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5665
 CK5665  HISTORY     - Date     Condition        Report By
 CK5665  HISTORY     - 1988     MONUMENTED       SCCC
 CK5665  HISTORY     - 19990202 GOOD             USPSQD
 CK5665
 CK5665                          STATION DESCRIPTION
 CK5665
 CK5665'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5665'THE STATION IS LOCATED IN PALMETTO DUNES ON HILTON HEAD ISLAND.  FROM
 CK5665'THE SECURITY GATE ON HIGHWAY 278, PROCEED ALONG QUEENS FOLLY ROAD TO
 CK5665'MOORING BOUY, PROCEED NORTHEAST ALONG MOORING BOUY TO MAN-O-WAR
 CK5665'STREET ON THE RIGHT, PROCEED ALONG MAN-O-WAR STREET TO HOUSE NUMBER
 CK5665'14 AND THE STATION LOCATED ON THE TOP DUNES ON BEACH SIDE OF EMPTY
 CK5665'LOT.  MARKER IS 11.0 FEET SOUTH OF THE PALM TREE AND 13.0 FEET EAST
 CK5665'OF THE PALM TREE.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF
 CK5665'THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC
 CK5665'PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY
 CK5665'CONCRETE.
 CK5665
 CK5665                          STATION RECOVERY (1999)
 CK5665
 CK5665'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5666 ***********************************************************************
 CK5666  DESIGNATION -  1469
 CK5666  PID         -  CK5666
 CK5666  STATE/COUNTY-  SC/BEAUFORT
 CK5666  USGS QUAD   -  HILTON HEAD (1971)
 CK5666
 CK5666                         *CURRENT SURVEY CONTROL
 CK5666  ___________________________________________________________________
 CK5666* NAD 83(2001)-  32 11 18.19001(N)    080 42 01.94791(W)     ADJUSTED  
 CK5666* NAVD 88     -         5.325  (meters)      17.47   (feet)  ADJUSTED  
 CK5666  ___________________________________________________________________
 CK5666  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CK5666  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK5666  DYNAMIC HT  -           5.319 (meters)      17.45  (feet)  COMP
 CK5666  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 CK5666
 CK5666  HORZ ORDER  -  THIRD
 CK5666  VERT ORDER  -  THIRD
 CK5666
 CK5666.The horizontal coordinates were established by classical geodetic methods
 CK5666.and adjusted by the National Geodetic Survey in March 2004..
 CK5666
 CK5666.The orthometric height was determined by differential leveling
 CK5666.and adjusted by the National Geodetic Survey in April 1995..
 CK5666
 CK5666.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5666
 CK5666.The geoid height was determined by GEOID03.
 CK5666
 CK5666.The dynamic height is computed by dividing the NAVD 88
 CK5666.geopotential number by the normal gravity value computed on the
 CK5666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5666.degrees latitude (g = 980.6199 gals.).
 CK5666
 CK5666.The modeled gravity was interpolated from observed gravity values.
 CK5666
 CK5666;                    North         East     Units Scale Factor Converg.
 CK5666;SPC SC       -    39,419.907   637,842.274   MT  1.00012426   +0 09 57.7
 CK5666;SPC SC       -   129,330.40  2,092,658.38   iFT  1.00012426   +0 09 57.7
 CK5666;UTM  17      - 3,561,356.479   528,227.565   MT  0.99960983   +0 09 34.3
 CK5666
 CK5666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5666!SPC SC       -   1.00000415  x   1.00012426  =   1.00012841
 CK5666!UTM  17      -   1.00000415  x   0.99960983  =   0.99961398
 CK5666
 CK5666                          SUPERSEDED SURVEY CONTROL
 CK5666
 CK5666  NAD 83(1986)-  32 11 18.20171(N)    080 42 01.95797(W) AD(       ) 3
 CK5666  NGVD 29 (04/23/92)    5.607  (m)           18.40   (f) ADJUSTED    3 0
 CK5666
 CK5666.Superseded values are not recommended for survey control.
 CK5666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5666.See file dsdata.txt to determine how the superseded data were derived.
 CK5666
 CK5666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2822861356(NAD 83)
 CK5666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5666_SETTING: 0 = UNSPECIFIED SETTING
 CK5666_STAMPING: 1469 1988
 CK5666_MARK LOGO: SCCC  
 CK5666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5666+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5666
 CK5666  HISTORY     - Date     Condition        Report By
 CK5666  HISTORY     - 1988     MONUMENTED       SCCC
 CK5666  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 CK5666
 CK5666                          STATION DESCRIPTION
 CK5666
 CK5666'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5666'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM THE JUNCTION OF
 CK5666'HIGHWAY 278 AND SINGLETON BEACH ROAD, PROCEED ALONG SINGLETON BEACH
 CK5666'ROAD TO THE ATLANTIC OCEAN AND THE STATION LOCATED ON THE RIGHT AT
 CK5666'THE TOP OF DUNES.  MARKER IS 113.0 FEET SOUTHWEST OF THE CENTERLINE
 CK5666'OF THE ROAD AND 72.3 FEET SOUTHEAST OF THE LAMP POST.  MARK IS
 CK5666'PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5666'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5666'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5666
 CK5666                          STATION RECOVERY (1996)
 CK5666
 CK5666'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5667 ***********************************************************************
 CK5667  DESIGNATION -  1469 A
 CK5667  PID         -  CK5667
 CK5667  STATE/COUNTY-  SC/BEAUFORT
 CK5667  USGS QUAD   -  HILTON HEAD (1971)
 CK5667
 CK5667                         *CURRENT SURVEY CONTROL
 CK5667  ___________________________________________________________________
 CK5667* NAD 83(2001)-  32 11 18.70101(N)    080 42 02.70764(W)     ADJUSTED  
 CK5667* NAVD 88     -         2.63   (+/-2cm)       8.6    (feet)  VERTCON   
 CK5667  ___________________________________________________________________
 CK5667  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CK5667  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK5667
 CK5667  HORZ ORDER  -  THIRD
 CK5667  VERT ORDER  -  THIRD ? (See Below)
 CK5667
 CK5667.The horizontal coordinates were established by classical geodetic methods
 CK5667.and adjusted by the National Geodetic Survey in March 2004..
 CK5667.No horizontal observational check was made to the station.
 CK5667
 CK5667.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5667.The vertical order pertains to the NGVD 29 superseded value.
 CK5667
 CK5667.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5667
 CK5667.The geoid height was determined by GEOID03.
 CK5667
 CK5667;                    North         East     Units Scale Factor Converg.
 CK5667;SPC SC       -    39,435.591   637,822.325   MT  1.00012420   +0 09 57.3
 CK5667;SPC SC       -   129,381.86  2,092,592.93   iFT  1.00012420   +0 09 57.3
 CK5667;UTM  17      - 3,561,372.158   528,207.628   MT  0.99960981   +0 09 33.9
 CK5667
 CK5667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5667!SPC SC       -   1.00000457  x   1.00012420  =   1.00012877
 CK5667!UTM  17      -   1.00000457  x   0.99960981  =   0.99961438
 CK5667
 CK5667                          SUPERSEDED SURVEY CONTROL
 CK5667
 CK5667  NAD 83(1986)-  32 11 18.71250(N)    080 42 02.71744(W) AD(       ) 3
 CK5667  NGVD 29 (10/19/90)    2.91   (m)            9.5    (f) LEVELING    3  
 CK5667
 CK5667.Superseded values are not recommended for survey control.
 CK5667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5667.See file dsdata.txt to determine how the superseded data were derived.
 CK5667
 CK5667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2820861372(NAD 83)
 CK5667_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5667_SETTING: 0 = UNSPECIFIED SETTING
 CK5667_STAMPING: 1469 A 1989
 CK5667_MARK LOGO: SCCC  
 CK5667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5667+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CK5667
 CK5667  HISTORY     - Date     Condition        Report By
 CK5667  HISTORY     - 1989     MONUMENTED       SCCC
 CK5667  HISTORY     - 19960611 GOOD             USPSQD
 CK5667
 CK5667                          STATION DESCRIPTION
 CK5667
 CK5667'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1989
 CK5667'STATION IS LOCATED ON HILTON HEAD ISLAND, ALONG SINGLETON BEACH ROAD
 CK5667'AND ON THE SEAWARD SIDE OF -WALTS PLACE- AND BACK OF THE PRIMARY DUNE
 CK5667'LINE.  FROM THE JUNCTION OF HIGHWAY 278 AND SINGLETON BEACH ROAD, GO
 CK5667'EAST ON SINGLETON BEACH ROAD TO WHERE IT ENDS AT THE ATLANTIC OCEAN
 CK5667'AND THE STATION.  MARKER IS 74.0 FEET WEST OF THE TOP OF THE DUNES
 CK5667'AND 1.0 FOOT EAST OF A WITNESS POST.  MARKER IS A STANDARD BRASS DISK
 CK5667'FIXED ON A 2 INCH PVC PIPE WHICH IS SET INSIDE A 6 INCH PVC PIPE.
 CK5667
 CK5667                          STATION RECOVERY (1996)
 CK5667
 CK5667'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0045 ***********************************************************************
 DE0045  DESIGNATION -  147
 DE0045  PID         -  DE0045
 DE0045  STATE/COUNTY-  SC/SUMTER
 DE0045  USGS QUAD   -  BROGDON (1983)
 DE0045
 DE0045                         *CURRENT SURVEY CONTROL
 DE0045  ___________________________________________________________________
 DE0045* NAD 83(1986)-  33 51 07.     (N)    080 17 31.     (W)     SCALED    
 DE0045* NAVD 88     -        44.428  (meters)     145.76   (feet)  ADJUSTED  
 DE0045  ___________________________________________________________________
 DE0045  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DE0045  DYNAMIC HT  -          44.383 (meters)     145.61  (feet)  COMP
 DE0045  MODELED GRAV-     979,611.8   (mgal)                       NAVD 88
 DE0045
 DE0045  VERT ORDER  -  SECOND    CLASS 0
 DE0045
 DE0045.The horizontal coordinates were scaled from a topographic map and have
 DE0045.an estimated accuracy of +/- 6 seconds.
 DE0045
 DE0045.The orthometric height was determined by differential leveling
 DE0045.and adjusted by the National Geodetic Survey in June 1991..
 DE0045
 DE0045.The geoid height was determined by GEOID03.
 DE0045
 DE0045.The dynamic height is computed by dividing the NAVD 88
 DE0045.geopotential number by the normal gravity value computed on the
 DE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0045.degrees latitude (g = 980.6199 gals.).
 DE0045
 DE0045.The modeled gravity was interpolated from observed gravity values.
 DE0045
 DE0045;                    North         East    Units  Estimated Accuracy
 DE0045;SPC SC       -   224,080.      675,110.      MT  (+/- 180 meters Scaled)
 DE0045
 DE0045                          SUPERSEDED SURVEY CONTROL
 DE0045
 DE0045  NGVD 29 (??/??/92)   44.754  (m)          146.83   (f) ADJ UNCH    2 0
 DE0045
 DE0045.Superseded values are not recommended for survey control.
 DE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0045.See file dsdata.txt to determine how the superseded data were derived.
 DE0045
 DE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT655459(NAD 83)
 DE0045_MARKER: P = PIPE CAP
 DE0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0045_STAMPING: 147 1918
 DE0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0045
 DE0045  HISTORY     - Date     Condition        Report By
 DE0045  HISTORY     - 1918     MONUMENTED       USGS
 DE0045  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0045
 DE0045                          STATION DESCRIPTION
 DE0045
 DE0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0045'AT BRITTON.
 DE0045'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 DE0045'ON THIS DATE.  AT BRITTON, SUMTER COUNTY, ON THE ATLANTIC COAST
 DE0045'LINE RAILROAD, IN LINE WITH THE NORTH EDGE OF THE STATION, AT
 DE0045'A ROAD CROSSING, 20 FEET EAST OF THE TRACK, AND AT THE SOUTH EDGE
 DE0045'OF THE ROAD.  A USGS STANDARD CAP, STAMPED 147 1918 AND RIVETED
 DE0045'ON THE TOP OF A 3-1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 DE0045'NOTE-- IT WAS REPORTED IN MAY 1943 THAT A COUNTY ROAD HAS BEEN
 DE0045'BUILT RIGHT OVER THIS MARK, AND AT TIMES IT IS HIT BY THE WHEELS
 DE0045'OF TRUCKS AND CARS.  IT HAS BEEN KNOCKED OUT OF POSITION.  USE
 DE0045'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0042 ***********************************************************************
 DE0042  DESIGNATION -  147
 DE0042  PID         -  DE0042
 DE0042  STATE/COUNTY-  SC/SUMTER
 DE0042  USGS QUAD   -  SUMTER EAST (1982)
 DE0042
 DE0042                         *CURRENT SURVEY CONTROL
 DE0042  ___________________________________________________________________
 DE0042* NAD 83(1986)-  33 52 34.     (N)    080 18 32.     (W)     SCALED    
 DE0042* NAVD 88     -        44.467  (meters)     145.89   (feet)  ADJUSTED  
 DE0042  ___________________________________________________________________
 DE0042  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DE0042  DYNAMIC HT  -          44.421 (meters)     145.74  (feet)  COMP
 DE0042  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 DE0042
 DE0042  VERT ORDER  -  FIRST     CLASS II
 DE0042
 DE0042.The horizontal coordinates were scaled from a topographic map and have
 DE0042.an estimated accuracy of +/- 6 seconds.
 DE0042
 DE0042.The orthometric height was determined by differential leveling
 DE0042.and adjusted by the National Geodetic Survey in June 1991..
 DE0042
 DE0042.The geoid height was determined by GEOID03.
 DE0042
 DE0042.The dynamic height is computed by dividing the NAVD 88
 DE0042.geopotential number by the normal gravity value computed on the
 DE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0042.degrees latitude (g = 980.6199 gals.).
 DE0042
 DE0042.The modeled gravity was interpolated from observed gravity values.
 DE0042
 DE0042;                    North         East    Units  Estimated Accuracy
 DE0042;SPC SC       -   226,750.      673,530.      MT  (+/- 180 meters Scaled)
 DE0042
 DE0042                          SUPERSEDED SURVEY CONTROL
 DE0042
 DE0042  NGVD 29 (03/21/89)   44.755  (m)          146.83   (f) ADJUSTED    1 2
 DE0042
 DE0042.Superseded values are not recommended for survey control.
 DE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0042.See file dsdata.txt to determine how the superseded data were derived.
 DE0042
 DE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT639486(NAD 83)
 DE0042_MARKER: P = PIPE CAP
 DE0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0042_STAMPING: 147 1918
 DE0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0042
 DE0042  HISTORY     - Date     Condition        Report By
 DE0042  HISTORY     - 1918     MONUMENTED       USGS
 DE0042  HISTORY     - 1961     GOOD             NGS
 DE0042
 DE0042                          STATION DESCRIPTION
 DE0042
 DE0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0042'3.3 MI SE FROM SUMTER.
 DE0042'ABOUT 3.3 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0042'FROM THE STATION AT SUMTER, 0.25 MILE SOUTH OF MILEPOST 379, AT
 DE0042'THE CROSSING OF A FIELD OR WOODS TRAIL ROAD, 24 FEET NORTHEAST OF
 DE0042'THE NORTHEAST RAIL, 6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DE0042'TRAIL, 4 FEET WEST-NORTHWEST OF A CROSSING SIGN, 52 1/2 FEET
 DE0042'NORTHWEST OF TELEPHONE POLE 1818, 7 1/2 FEET NORTHEAST OF THE
 DE0042'SOUTHEAST END OF A PIPE CULVERT UNDER THE TRAIL, AND RIVETED ON
 DE0042'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4140 ***********************************************************************
 EB4140  DESIGNATION -  147 HLZ
 EB4140  PID         -  EB4140
 EB4140  STATE/COUNTY-  SC/DARLINGTON
 EB4140  USGS QUAD   -  WITHERSPOON ISLAND (1972)
 EB4140
 EB4140                         *CURRENT SURVEY CONTROL
 EB4140  ___________________________________________________________________
 EB4140* NAD 83(1986)-  34 21 14.     (N)    079 44 04.     (W)     SCALED    
 EB4140* NAVD 88     -        22.776  (meters)      74.72   (feet)  ADJUSTED  
 EB4140  ___________________________________________________________________
 EB4140  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EB4140  DYNAMIC HT  -          22.754 (meters)      74.65  (feet)  COMP
 EB4140  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 EB4140
 EB4140  VERT ORDER  -  FIRST     CLASS II
 EB4140
 EB4140.The horizontal coordinates were scaled from a topographic map and have
 EB4140.an estimated accuracy of +/- 6 seconds.
 EB4140
 EB4140.The orthometric height was determined by differential leveling
 EB4140.and adjusted by the National Geodetic Survey in June 1994..
 EB4140
 EB4140.The geoid height was determined by GEOID03.
 EB4140
 EB4140.The dynamic height is computed by dividing the NAVD 88
 EB4140.geopotential number by the normal gravity value computed on the
 EB4140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4140.degrees latitude (g = 980.6199 gals.).
 EB4140
 EB4140.The modeled gravity was interpolated from observed gravity values.
 EB4140
 EB4140;                    North         East    Units  Estimated Accuracy
 EB4140;SPC SC       -   280,240.      726,010.      MT  (+/- 180 meters Scaled)
 EB4140
 EB4140                          SUPERSEDED SURVEY CONTROL
 EB4140
 EB4140.No superseded survey control is available for this station.
 EB4140
 EB4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU163021(NAD 83)
 EB4140_MARKER: DD = SURVEY DISK
 EB4140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB4140_SP_SET: BRIDGE CURB
 EB4140_STAMPING: 76 147 HLZ 1971
 EB4140_MARK LOGO: USGS  
 EB4140_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB4140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB4140
 EB4140  HISTORY     - Date     Condition        Report By
 EB4140  HISTORY     - 1971     MONUMENTED       USGS
 EB4140  HISTORY     - 19930413 GOOD             SCGS
 EB4140
 EB4140                          STATION DESCRIPTION
 EB4140
 EB4140'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4140'STATION IS LOCATED 8.5 MILES (13.7 KM) EAST NORTHEAST OF DARLINGTON,
 EB4140'12.8 MILES (20.6 KM) SOUTHEAST OF SOCIETY HILL. OWNERSHIP--SCDHPT,
 EB4140'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4140'803-737-1350. TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 EB4140'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0 MILES
 EB4140'(25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY 34 FOR
 EB4140'6.2 MILES (10.0 KM) TO THE EAST END OF THE BRIDGE OVER THE PEE DEE
 EB4140'RIVER, CONTINUE ON HIGHWAY 34 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION
 EB4140'OF STATE ROAD 900, CONTINUE ON HIGHWAY 34 FOR 1.95 MILES (3.14 KM) TO
 EB4140'THE STATION AT THE SOUTHWEST CORNER OF A BRIDGE OVER A SWAMP. STATION
 EB4140'IS A DRILL MARK IN CURB OF BRIDGE AND 1.5 FEET (0.5 M) ABOVE THE
 EB4140'HIGHWAY, 14.7 FEET (4.5 M) SOUTH OF THE CENTER OF THE HIGHWAY, 0.7
 EB4140'FOOT (21.3 CM) EAST OF THE WEST END OF THE BRIDGE, 2.3 FEET (0.7 M)
 EB4140'EAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5668 ***********************************************************************
 CK5668  DESIGNATION -  1472
 CK5668  PID         -  CK5668
 CK5668  STATE/COUNTY-  SC/BEAUFORT
 CK5668  USGS QUAD   -  HILTON HEAD (1971)
 CK5668
 CK5668                         *CURRENT SURVEY CONTROL
 CK5668  ___________________________________________________________________
 CK5668* NAD 83(2001)-  32 11 36.09177(N)    080 41 47.65053(W)     ADJUSTED  
 CK5668* NAVD 88     -         3.866  (meters)      12.68   (feet)  ADJUSTED  
 CK5668  ___________________________________________________________________
 CK5668  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CK5668  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK5668  DYNAMIC HT  -           3.862 (meters)      12.67  (feet)  COMP
 CK5668  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 CK5668
 CK5668  HORZ ORDER  -  THIRD
 CK5668  VERT ORDER  -  THIRD
 CK5668
 CK5668.The horizontal coordinates were established by classical geodetic methods
 CK5668.and adjusted by the National Geodetic Survey in March 2004..
 CK5668
 CK5668.The orthometric height was determined by differential leveling
 CK5668.and adjusted by the National Geodetic Survey in April 1995..
 CK5668
 CK5668.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5668
 CK5668.The geoid height was determined by GEOID03.
 CK5668
 CK5668.The dynamic height is computed by dividing the NAVD 88
 CK5668.geopotential number by the normal gravity value computed on the
 CK5668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5668.degrees latitude (g = 980.6199 gals.).
 CK5668
 CK5668.The modeled gravity was interpolated from observed gravity values.
 CK5668
 CK5668;                    North         East     Units Scale Factor Converg.
 CK5668;SPC SC       -    39,972.490   638,215.209   MT  1.00012205   +0 10 05.6
 CK5668;SPC SC       -   131,143.34  2,093,881.92   iFT  1.00012205   +0 10 05.6
 CK5668;UTM  17      - 3,561,908.736   528,600.371   MT  0.99961009   +0 09 42.0
 CK5668
 CK5668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5668!SPC SC       -   1.00000438  x   1.00012205  =   1.00012643
 CK5668!UTM  17      -   1.00000438  x   0.99961009  =   0.99961447
 CK5668
 CK5668                          SUPERSEDED SURVEY CONTROL
 CK5668
 CK5668  NAD 83(1986)-  32 11 36.10342(N)    080 41 47.66031(W) AD(       ) 3
 CK5668  NGVD 29 (04/23/92)    4.148  (m)           13.61   (f) ADJUSTED    3 0
 CK5668
 CK5668.Superseded values are not recommended for survey control.
 CK5668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5668.See file dsdata.txt to determine how the superseded data were derived.
 CK5668
 CK5668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2860061909(NAD 83)
 CK5668_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5668_SETTING: 0 = UNSPECIFIED SETTING
 CK5668_STAMPING: 1472 1988
 CK5668_MARK LOGO: SCCC  
 CK5668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5668+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 CK5668
 CK5668  HISTORY     - Date     Condition        Report By
 CK5668  HISTORY     - 1988     MONUMENTED       SCCC
 CK5668  HISTORY     - 19960611 GOOD             USPSQD
 CK5668  HISTORY     - 20041016 GOOD             USPSQD
 CK5668
 CK5668                          STATION DESCRIPTION
 CK5668
 CK5668'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5668'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM THE JUNCTION OF
 CK5668'HIGHWAY 278 AND BURKES BEACH ROAD, PROCEED ALONG BURKES BEACH ROAD TO
 CK5668'THE END AND THE STATION LOCATED ON THE LEFT AT THE TOP OF DUNES.
 CK5668'MARKER IS 53.0 FEET NORTHEAST OF THE CENTERLINE OF ROAD AND 290.0
 CK5668'FEET SOUTHEAST OF THE CENTERLINE OF THE CREEK.  MARK IS PROJECTING
 CK5668'0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS
 CK5668'CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH
 CK5668'PVC PIPE SURROUNDED BY CONCRETE.
 CK5668
 CK5668                          STATION RECOVERY (1996)
 CK5668
 CK5668'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5668'RECOVERED IN GOOD CONDITION.
 CK5668
 CK5668                          STATION RECOVERY (2004)
 CK5668
 CK5668'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK5668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5669 ***********************************************************************
 CK5669  DESIGNATION -  1475
 CK5669  PID         -  CK5669
 CK5669  STATE/COUNTY-  SC/BEAUFORT
 CK5669  USGS QUAD   -  HILTON HEAD (1971)
 CK5669
 CK5669                         *CURRENT SURVEY CONTROL
 CK5669  ___________________________________________________________________
 CK5669* NAD 83(2001)-  32 12 04.47938(N)    080 41 18.89003(W)     ADJUSTED  
 CK5669* NAVD 88     -         3.463  (meters)      11.36   (feet)  ADJUSTED  
 CK5669  ___________________________________________________________________
 CK5669  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CK5669  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CK5669  DYNAMIC HT  -           3.459 (meters)      11.35  (feet)  COMP
 CK5669  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 CK5669
 CK5669  HORZ ORDER  -  THIRD
 CK5669  VERT ORDER  -  THIRD
 CK5669
 CK5669.The horizontal coordinates were established by classical geodetic methods
 CK5669.and adjusted by the National Geodetic Survey in March 2004..
 CK5669
 CK5669.The orthometric height was determined by differential leveling
 CK5669.and adjusted by the National Geodetic Survey in April 1995..
 CK5669
 CK5669.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5669
 CK5669.The geoid height was determined by GEOID03.
 CK5669
 CK5669.The dynamic height is computed by dividing the NAVD 88
 CK5669.geopotential number by the normal gravity value computed on the
 CK5669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5669.degrees latitude (g = 980.6199 gals.).
 CK5669
 CK5669.The modeled gravity was interpolated from observed gravity values.
 CK5669
 CK5669;                    North         East     Units Scale Factor Converg.
 CK5669;SPC SC       -    40,849.251   638,965.982   MT  1.00011856   +0 10 21.5
 CK5669;SPC SC       -   134,019.85  2,096,345.09   iFT  1.00011856   +0 10 21.5
 CK5669;UTM  17      - 3,562,784.964   529,350.863   MT  0.99961062   +0 09 57.4
 CK5669
 CK5669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5669!SPC SC       -   1.00000445  x   1.00011856  =   1.00012301
 CK5669!UTM  17      -   1.00000445  x   0.99961062  =   0.99961506
 CK5669
 CK5669                          SUPERSEDED SURVEY CONTROL
 CK5669
 CK5669  NAD 83(1986)-  32 12 04.49100(N)    080 41 18.89918(W) AD(       ) 3
 CK5669  NGVD 29 (04/23/92)    3.745  (m)           12.29   (f) ADJUSTED    3 0
 CK5669
 CK5669.Superseded values are not recommended for survey control.
 CK5669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5669.See file dsdata.txt to determine how the superseded data were derived.
 CK5669
 CK5669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2935162785(NAD 83)
 CK5669_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5669_SETTING: 0 = UNSPECIFIED SETTING
 CK5669_STAMPING: 1475 1988
 CK5669_MARK LOGO: SCCC  
 CK5669_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5669+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5669
 CK5669  HISTORY     - Date     Condition        Report By
 CK5669  HISTORY     - 1988     MONUMENTED       SCCC
 CK5669  HISTORY     - 19960611 GOOD             USPSQD
 CK5669
 CK5669                          STATION DESCRIPTION
 CK5669
 CK5669'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5669'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM THE JUNCTION OF
 CK5669'HIGHWAY 278 AND FOLLY FIELDS ROAD, PROCEED ALONG FOLLY FIELD ROAD TO
 CK5669'STARFISH DRIVE, PROCEED ALONG STARFISH DRIVE TO A SHARP TURN TO THE
 CK5669'RIGHT, PROCEED ALONG THE BOARDWALK TO THE BEACH AND THE STATION IS
 CK5669'LOCATED AT THE END OF THE BOARDWALK ON THE LEFT AT THE TOP OF DUNES.
 CK5669'MARKER IS 390.0 FEET SOUTHEAST OF THE CENTERLINE OF STARFISH DRIVE,
 CK5669'120.0 FEET NORTHEAST OF THE CENTERLINE OF BOARDWALK AND 50.0 FEET
 CK5669'NORTHWEST OF THE HIGH WATER LINE.  MARK IS PROJECTING 0.3 FEET ABOVE
 CK5669'THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO
 CK5669'A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE
 CK5669'SURROUNDED BY CONCRETE.
 CK5669
 CK5669                          STATION RECOVERY (1996)
 CK5669
 CK5669'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5670 ***********************************************************************
 CK5670  DESIGNATION -  1478
 CK5670  PID         -  CK5670
 CK5670  STATE/COUNTY-  SC/BEAUFORT
 CK5670  USGS QUAD   -  HILTON HEAD (1971)
 CK5670
 CK5670                         *CURRENT SURVEY CONTROL
 CK5670  ___________________________________________________________________
 CK5670* NAD 83(2001)-  32 12 26.98198(N)    080 40 51.48937(W)     ADJUSTED  
 CK5670* NAVD 88     -         3.490  (meters)      11.45   (feet)  ADJUSTED  
 CK5670  ___________________________________________________________________
 CK5670  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CK5670  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK5670  DYNAMIC HT  -           3.486 (meters)      11.44  (feet)  COMP
 CK5670  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CK5670
 CK5670  HORZ ORDER  -  THIRD
 CK5670  VERT ORDER  -  THIRD
 CK5670
 CK5670.The horizontal coordinates were established by classical geodetic methods
 CK5670.and adjusted by the National Geodetic Survey in March 2004..
 CK5670
 CK5670.The orthometric height was determined by differential leveling
 CK5670.and adjusted by the National Geodetic Survey in April 1995..
 CK5670
 CK5670.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5670
 CK5670.The geoid height was determined by GEOID03.
 CK5670
 CK5670.The dynamic height is computed by dividing the NAVD 88
 CK5670.geopotential number by the normal gravity value computed on the
 CK5670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5670.degrees latitude (g = 980.6199 gals.).
 CK5670
 CK5670.The modeled gravity was interpolated from observed gravity values.
 CK5670
 CK5670;                    North         East     Units Scale Factor Converg.
 CK5670;SPC SC       -    41,544.663   639,681.564   MT  1.00011581   +0 10 36.7
 CK5670;SPC SC       -   136,301.39  2,098,692.80   iFT  1.00011581   +0 10 36.7
 CK5670;UTM  17      - 3,563,479.939   530,066.165   MT  0.99961115   +0 10 12.1
 CK5670
 CK5670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5670!SPC SC       -   1.00000444  x   1.00011581  =   1.00012025
 CK5670!UTM  17      -   1.00000444  x   0.99961115  =   0.99961559
 CK5670
 CK5670                          SUPERSEDED SURVEY CONTROL
 CK5670
 CK5670  NAD 83(1986)-  32 12 26.99355(N)    080 40 51.49791(W) AD(       ) 3
 CK5670  NGVD 29 (04/23/92)    3.771  (m)           12.37   (f) ADJUSTED    3 0
 CK5670
 CK5670.Superseded values are not recommended for survey control.
 CK5670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5670.See file dsdata.txt to determine how the superseded data were derived.
 CK5670
 CK5670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3006663480(NAD 83)
 CK5670_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5670_SETTING: 0 = UNSPECIFIED SETTING
 CK5670_STAMPING: 1478 1988
 CK5670_MARK LOGO: SCCC  
 CK5670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5670+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5670
 CK5670  HISTORY     - Date     Condition        Report By
 CK5670  HISTORY     - 1988     MONUMENTED       SCCC
 CK5670  HISTORY     - 19960611 GOOD             USPSQD
 CK5670  HISTORY     - 19970311 GOOD             USPSQD
 CK5670
 CK5670                          STATION DESCRIPTION
 CK5670
 CK5670'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5670'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM THE JUNCTION OF
 CK5670'HIGHWAY 278 AND FOLLY FIELDS ROAD, PROCEED EAST ALONG FOLLY FIELD
 CK5670'ROAD TO THE EMPLOYEES PARKING LOT AT THE INTER-CONTINENTAL HOTEL AND
 CK5670'THE STATION IS LOCATED ON THE TOP DUNES AT THE END OF THE PARKING
 CK5670'LOT.  MARKER IS 153.0 FEET SOUTHEAST OF THE NORTHEAST END OF THE
 CK5670'PARKING LOT AND 20.0 FEET EAST NORTHEAST OF THE CENTERLINE OF THE
 CK5670'BEACH WALK.  MARK IS PROJECTING 0.3 FEET ABOVE THE SURFACE OF THE
 CK5670'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5670'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5670
 CK5670                          STATION RECOVERY (1996)
 CK5670
 CK5670'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5670'RECOVERED IN GOOD CONDITION.
 CK5670
 CK5670                          STATION RECOVERY (1997)
 CK5670
 CK5670'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK5670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0816 ***********************************************************************
 DE0816  DESIGNATION -  147.9
 DE0816  PID         -  DE0816
 DE0816  STATE/COUNTY-  SC/AIKEN
 DE0816  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0816
 DE0816                         *CURRENT SURVEY CONTROL
 DE0816  ___________________________________________________________________
 DE0816* NAD 83(1986)-  33 23 06.     (N)    081 52 53.     (W)     SCALED    
 DE0816* NAVD 88     -        44.87   (+/-2cm)     147.2    (feet)  VERTCON   
 DE0816  ___________________________________________________________________
 DE0816  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DE0816
 DE0816  VERT ORDER  -  ? (See Below)
 DE0816
 DE0816.The horizontal coordinates were scaled from a topographic map and have
 DE0816.an estimated accuracy of +/- 6 seconds.
 DE0816
 DE0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0816.The vertical order pertains to the NGVD 29 superseded value.
 DE0816
 DE0816.The geoid height was determined by GEOID03.
 DE0816
 DE0816;                    North         East    Units  Estimated Accuracy
 DE0816;SPC SC       -   172,430.      527,610.      MT  (+/- 180 meters Scaled)
 DE0816
 DE0816                          SUPERSEDED SURVEY CONTROL
 DE0816
 DE0816  NGVD 29 (??/??/92)   45.112  (m)          148.00   (f) ADJ UNCH    ?  
 DE0816
 DE0816.Superseded values are not recommended for survey control.
 DE0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0816.See file dsdata.txt to determine how the superseded data were derived.
 DE0816
 DE0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS180943(NAD 83)
 DE0816_MARKER: Z = SEE DESCRIPTION
 DE0816_SETTING: 0 = UNSPECIFIED SETTING
 DE0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0816
 DE0816  HISTORY     - Date     Condition        Report By
 DE0816  HISTORY     - UNK      MONUMENTED       USGS
 DE0816  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0816  HISTORY     - 20001206 MARK NOT FOUND   SCGS
 DE0816
 DE0816                          STATION DESCRIPTION
 DE0816
 DE0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0816'AT TWIGGS.
 DE0816'A THOROUGH SEARCH WAS MADE BUT THE MARK WAS NOT RECOVERED.  THE
 DE0816'IRON PIPE CULVERT COULD NOT BE FOUND.  AT TWIGGS, AIKEN COUNTY,
 DE0816'ON THE CHARLESTON AND WESTERN CAROLINA RAILWAY, 125 FEET NORTHWEST
 DE0816'OF MILEPOST 8, 9 FEET NORTHEAST OF THE NORTH RAIL, AND ON THE
 DE0816'BELL END OF AN IRON PIPE CULVERT.  THE HIGH POINT OF THE BELL.
 DE0816
 DE0816                          STATION RECOVERY (2000)
 DE0816
 DE0816'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE0816'NOT RECOVERED, SEARCHED 15 MINUTES, CULVERT COULD NOT BE LOCATED,
 DE0816'PRESUMED DESTROYED.  RECOVERY BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5671 ***********************************************************************
 CK5671  DESIGNATION -  1481
 CK5671  PID         -  CK5671
 CK5671  STATE/COUNTY-  SC/BEAUFORT
 CK5671  USGS QUAD   -  HILTON HEAD (1971)
 CK5671
 CK5671                         *CURRENT SURVEY CONTROL
 CK5671  ___________________________________________________________________
 CK5671* NAD 83(2001)-  32 12 41.73648(N)    080 40 30.82050(W)     ADJUSTED  
 CK5671* NAVD 88     -         3.834  (meters)      12.58   (feet)  ADJUSTED  
 CK5671  ___________________________________________________________________
 CK5671  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CK5671  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK5671  DYNAMIC HT  -           3.830 (meters)      12.57  (feet)  COMP
 CK5671  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CK5671
 CK5671  HORZ ORDER  -  THIRD
 CK5671  VERT ORDER  -  THIRD
 CK5671
 CK5671.The horizontal coordinates were established by classical geodetic methods
 CK5671.and adjusted by the National Geodetic Survey in March 2004..
 CK5671
 CK5671.The orthometric height was determined by differential leveling
 CK5671.and adjusted by the National Geodetic Survey in April 1995..
 CK5671
 CK5671.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5671
 CK5671.The geoid height was determined by GEOID03.
 CK5671
 CK5671.The dynamic height is computed by dividing the NAVD 88
 CK5671.geopotential number by the normal gravity value computed on the
 CK5671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5671.degrees latitude (g = 980.6199 gals.).
 CK5671
 CK5671.The modeled gravity was interpolated from observed gravity values.
 CK5671
 CK5671;                    North         East     Units Scale Factor Converg.
 CK5671;SPC SC       -    42,000.881   640,221.488   MT  1.00011401   +0 10 48.2
 CK5671;SPC SC       -   137,798.17  2,100,464.20   iFT  1.00011401   +0 10 48.2
 CK5671;UTM  17      - 3,563,935.863   530,605.872   MT  0.99961155   +0 10 23.2
 CK5671
 CK5671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5671!SPC SC       -   1.00000439  x   1.00011401  =   1.00011840
 CK5671!UTM  17      -   1.00000439  x   0.99961155  =   0.99961594
 CK5671
 CK5671                          SUPERSEDED SURVEY CONTROL
 CK5671
 CK5671  NAD 83(1986)-  32 12 41.74795(N)    080 40 30.82867(W) AD(       ) 3
 CK5671  NGVD 29 (04/23/92)    4.116  (m)           13.50   (f) ADJUSTED    3 0
 CK5671
 CK5671.Superseded values are not recommended for survey control.
 CK5671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5671.See file dsdata.txt to determine how the superseded data were derived.
 CK5671
 CK5671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3060663936(NAD 83)
 CK5671_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5671_SETTING: 0 = UNSPECIFIED SETTING
 CK5671_STAMPING: 1481 1988
 CK5671_MARK LOGO: SCCC  
 CK5671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5671+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5671
 CK5671  HISTORY     - Date     Condition        Report By
 CK5671  HISTORY     - 1988     MONUMENTED       SCCC
 CK5671  HISTORY     - 19960611 GOOD             USPSQD
 CK5671  HISTORY     - 19990202 GOOD             USPSQD
 CK5671
 CK5671                          STATION DESCRIPTION
 CK5671
 CK5671'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5671'THE STATION IS LOCATED IN PORT ROYAL PLANTATION ON HILTON HEAD
 CK5671'ISLAND.  FROM THE SECURITY GATE AT HIGHWAY 278, PROCEED ALONG COGGINS
 CK5671'POINT ROAD TO THE JUNCTION OF SOUTH PORT ROYAL DRIVE, PROCEED ALONG
 CK5671'SOUTH PORT ROYAL DRIVE TO THE JUNCTION OF FALCATA ROAD, PROCEED ALONG
 CK5671'FALCATA ROAD TO THE END OF ROAD AND THE STATION LOCATED ON THE TOP
 CK5671'DUNE IN BACK OF THE MCDONALDS HOUSE.  MARKER IS 2.0 FEET EAST OF THE
 CK5671'WITNESS POST.  MARK IS PROJECTING 0.3 FEET ABOVE THE SURFACE OF THE
 CK5671'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5671'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5671
 CK5671                          STATION RECOVERY (1996)
 CK5671
 CK5671'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5671'RECOVERED IN GOOD CONDITION.
 CK5671
 CK5671                          STATION RECOVERY (1999)
 CK5671
 CK5671'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5672 ***********************************************************************
 CK5672  DESIGNATION -  1484
 CK5672  PID         -  CK5672
 CK5672  STATE/COUNTY-  SC/BEAUFORT
 CK5672  USGS QUAD   -  HILTON HEAD (1971)
 CK5672
 CK5672                         *CURRENT SURVEY CONTROL
 CK5672  ___________________________________________________________________
 CK5672* NAD 83(2001)-  32 12 55.28023(N)    080 40 11.49620(W)     ADJUSTED  
 CK5672* NAVD 88     -         2.876  (meters)       9.44   (feet)  ADJUSTED  
 CK5672  ___________________________________________________________________
 CK5672  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CK5672  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK5672  DYNAMIC HT  -           2.873 (meters)       9.43  (feet)  COMP
 CK5672  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 CK5672
 CK5672  HORZ ORDER  -  THIRD
 CK5672  VERT ORDER  -  THIRD
 CK5672
 CK5672.The horizontal coordinates were established by classical geodetic methods
 CK5672.and adjusted by the National Geodetic Survey in March 2004..
 CK5672
 CK5672.The orthometric height was determined by differential leveling
 CK5672.and adjusted by the National Geodetic Survey in April 1995..
 CK5672
 CK5672.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5672
 CK5672.The geoid height was determined by GEOID03.
 CK5672
 CK5672.The dynamic height is computed by dividing the NAVD 88
 CK5672.geopotential number by the normal gravity value computed on the
 CK5672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5672.degrees latitude (g = 980.6199 gals.).
 CK5672
 CK5672.The modeled gravity was interpolated from observed gravity values.
 CK5672
 CK5672;                    North         East     Units Scale Factor Converg.
 CK5672;SPC SC       -    42,419.717   640,726.269   MT  1.00011236   +0 10 58.9
 CK5672;SPC SC       -   139,172.30  2,102,120.31   iFT  1.00011236   +0 10 58.9
 CK5672;UTM  17      - 3,564,354.427   531,110.450   MT  0.99961194   +0 10 33.6
 CK5672
 CK5672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5672!SPC SC       -   1.00000454  x   1.00011236  =   1.00011690
 CK5672!UTM  17      -   1.00000454  x   0.99961194  =   0.99961648
 CK5672
 CK5672                          SUPERSEDED SURVEY CONTROL
 CK5672
 CK5672  NAD 83(1986)-  32 12 55.29161(N)    080 40 11.50401(W) AD(       ) 3
 CK5672  NGVD 29 (04/23/92)    3.158  (m)           10.36   (f) ADJUSTED    3 0
 CK5672
 CK5672.Superseded values are not recommended for survey control.
 CK5672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5672.See file dsdata.txt to determine how the superseded data were derived.
 CK5672
 CK5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3111064354(NAD 83)
 CK5672_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5672_SETTING: 0 = UNSPECIFIED SETTING
 CK5672_STAMPING: 1484 1988
 CK5672_MARK LOGO: SCCC  
 CK5672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5672+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5672
 CK5672  HISTORY     - Date     Condition        Report By
 CK5672  HISTORY     - 1988     MONUMENTED       SCCC
 CK5672  HISTORY     - 19960611 GOOD             USPSQD
 CK5672  HISTORY     - 19990202 MARK NOT FOUND   USPSQD
 CK5672
 CK5672                          STATION DESCRIPTION
 CK5672
 CK5672'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5672'THE STATION IS LOCATED IN PORT ROYAL PLANTATION ON HILTON HEAD
 CK5672'ISLAND.  FROM THE SECURITY GATE AT HIGHWAY 278, PROCEED ALONG COGGINS
 CK5672'POINT ROAD TO THE JUNCTION OF SOUTH PORT ROYAL DRIVE, PROCEED ALONG
 CK5672'SOUTH PORT ROYAL DRIVE TO THE JUNCTION OF PLANTERS ROW, PROCEED ALONG
 CK5672'PLANTERS ROAD TO HOUSE NUMBER 40 AND THE STATION LOCATED ON THE TOP
 CK5672'DUNE ON THE BEACH SIDE OF HOUSE NUMBER 40.  MARKER IS 2.0 FEET FROM
 CK5672'WITNESS POST.  MARK IS PROJECTING 0.3 FEET ABOVE THE SURFACE OF THE
 CK5672'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5672'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5672
 CK5672                          STATION RECOVERY (1996)
 CK5672
 CK5672'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5672'RECOVERED IN GOOD CONDITION.
 CK5672
 CK5672                          STATION RECOVERY (1999)
 CK5672
 CK5672'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5673 ***********************************************************************
 CK5673  DESIGNATION -  1487
 CK5673  PID         -  CK5673
 CK5673  STATE/COUNTY-  SC/BEAUFORT
 CK5673  USGS QUAD   -  HILTON HEAD (1971)
 CK5673
 CK5673                         *CURRENT SURVEY CONTROL
 CK5673  ___________________________________________________________________
 CK5673* NAD 83(2001)-  32 13 25.93986(N)    080 40 14.25829(W)     ADJUSTED  
 CK5673* NAVD 88     -         3.505  (meters)      11.50   (feet)  ADJUSTED  
 CK5673  ___________________________________________________________________
 CK5673  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CK5673  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK5673  DYNAMIC HT  -           3.501 (meters)      11.49  (feet)  COMP
 CK5673  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 CK5673
 CK5673  HORZ ORDER  -  THIRD
 CK5673  VERT ORDER  -  THIRD
 CK5673
 CK5673.The horizontal coordinates were established by classical geodetic methods
 CK5673.and adjusted by the National Geodetic Survey in March 2004..
 CK5673
 CK5673.The orthometric height was determined by differential leveling
 CK5673.and adjusted by the National Geodetic Survey in April 1995..
 CK5673
 CK5673.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5673
 CK5673.The geoid height was determined by GEOID03.
 CK5673
 CK5673.The dynamic height is computed by dividing the NAVD 88
 CK5673.geopotential number by the normal gravity value computed on the
 CK5673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5673.degrees latitude (g = 980.6199 gals.).
 CK5673
 CK5673.The modeled gravity was interpolated from observed gravity values.
 CK5673
 CK5673;                    North         East     Units Scale Factor Converg.
 CK5673;SPC SC       -    43,363.993   640,650.921   MT  1.00010865   +0 10 57.4
 CK5673;SPC SC       -   142,270.32  2,101,873.10   iFT  1.00010865   +0 10 57.4
 CK5673;UTM  17      - 3,565,298.242   531,035.256   MT  0.99961188   +0 10 32.3
 CK5673
 CK5673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5673!SPC SC       -   1.00000444  x   1.00010865  =   1.00011309
 CK5673!UTM  17      -   1.00000444  x   0.99961188  =   0.99961632
 CK5673
 CK5673                          SUPERSEDED SURVEY CONTROL
 CK5673
 CK5673  NAD 83(1986)-  32 13 25.95157(N)    080 40 14.26570(W) AD(       ) 3
 CK5673  NGVD 29 (04/23/92)    3.787  (m)           12.42   (f) ADJUSTED    3 0
 CK5673
 CK5673.Superseded values are not recommended for survey control.
 CK5673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5673.See file dsdata.txt to determine how the superseded data were derived.
 CK5673
 CK5673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3103565298(NAD 83)
 CK5673_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5673_SETTING: 0 = UNSPECIFIED SETTING
 CK5673_STAMPING: 1487 1988
 CK5673_MARK LOGO: SCCC  
 CK5673_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5673+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5673
 CK5673  HISTORY     - Date     Condition        Report By
 CK5673  HISTORY     - 1988     MONUMENTED       SCCC
 CK5673  HISTORY     - 19990202 MARK NOT FOUND   USPSQD
 CK5673
 CK5673                          STATION DESCRIPTION
 CK5673
 CK5673'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5673'THE STATION IS LOCATED IN PORT ROYAL PLANTATION ON HILTON HEAD
 CK5673'ISLAND.  FROM THE SECURITY GATE AT HIGHWAY 278, PROCEED ALONG COGGINS
 CK5673'POINT ROAD TO THE JUNCTION OF SOUTH PORT ROYAL DRIVE, PROCEED ALONG
 CK5673'SOUTH PORT ROYAL DRIVE TO THE JUNCTION OF OCEAN POINT SOUTH, PROCEED
 CK5673'ALONG OCEAN POINT SOUTH TO A SHARP TURN RIGHT AND THE STATION LOCATED
 CK5673'AT THE TOP DUNES.  MARKER IS 84.0 FEET NORTHEAST OF THE TELEPHONE
 CK5673'PEDESTAL AND 48.0 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE NUMBER
 CK5673'15 - 16.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5673'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5673'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5673
 CK5673                          STATION RECOVERY (1999)
 CK5673
 CK5673'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5674 ***********************************************************************
 CK5674  DESIGNATION -  1490
 CK5674  PID         -  CK5674
 CK5674  STATE/COUNTY-  SC/BEAUFORT
 CK5674  USGS QUAD   -  HILTON HEAD (1971)
 CK5674
 CK5674                         *CURRENT SURVEY CONTROL
 CK5674  ___________________________________________________________________
 CK5674* NAD 83(2001)-  32 13 42.74404(N)    080 40 21.94585(W)     ADJUSTED  
 CK5674* NAVD 88     -         2.772  (meters)       9.09   (feet)  ADJUSTED  
 CK5674  ___________________________________________________________________
 CK5674  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CK5674  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK5674  DYNAMIC HT  -           2.769 (meters)       9.08  (feet)  COMP
 CK5674  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 CK5674
 CK5674  HORZ ORDER  -  THIRD
 CK5674  VERT ORDER  -  THIRD
 CK5674
 CK5674.The horizontal coordinates were established by classical geodetic methods
 CK5674.and adjusted by the National Geodetic Survey in March 2004..
 CK5674
 CK5674.The orthometric height was determined by differential leveling
 CK5674.and adjusted by the National Geodetic Survey in April 1995..
 CK5674
 CK5674.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5674
 CK5674.The geoid height was determined by GEOID03.
 CK5674
 CK5674.The dynamic height is computed by dividing the NAVD 88
 CK5674.geopotential number by the normal gravity value computed on the
 CK5674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5674.degrees latitude (g = 980.6199 gals.).
 CK5674
 CK5674.The modeled gravity was interpolated from observed gravity values.
 CK5674
 CK5674;                    North         East     Units Scale Factor Converg.
 CK5674;SPC SC       -    43,881.026   640,447.969   MT  1.00010662   +0 10 53.1
 CK5674;SPC SC       -   143,966.62  2,101,207.25   iFT  1.00010662   +0 10 53.1
 CK5674;UTM  17      - 3,565,815.042   530,832.467   MT  0.99961172   +0 10 28.3
 CK5674
 CK5674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5674!SPC SC       -   1.00000456  x   1.00010662  =   1.00011118
 CK5674!UTM  17      -   1.00000456  x   0.99961172  =   0.99961627
 CK5674
 CK5674                          SUPERSEDED SURVEY CONTROL
 CK5674
 CK5674  NAD 83(1986)-  32 13 42.75588(N)    080 40 21.95320(W) AD(       ) 3
 CK5674  NGVD 29 (04/23/92)    3.054  (m)           10.02   (f) ADJUSTED    3 0
 CK5674
 CK5674.Superseded values are not recommended for survey control.
 CK5674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5674.See file dsdata.txt to determine how the superseded data were derived.
 CK5674
 CK5674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3083265815(NAD 83)
 CK5674_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5674_SETTING: 0 = UNSPECIFIED SETTING
 CK5674_STAMPING: 1490 1988
 CK5674_MARK LOGO: SCCC  
 CK5674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5674+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5674
 CK5674  HISTORY     - Date     Condition        Report By
 CK5674  HISTORY     - 1988     MONUMENTED       SCCC
 CK5674  HISTORY     - 19990202 GOOD             USPSQD
 CK5674
 CK5674                          STATION DESCRIPTION
 CK5674
 CK5674'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5674'THE STATION IS LOCATED IN PORT ROYAL PLANTATION ON HILTON HEAD
 CK5674'ISLAND.  FROM THE SECURITY GATE AT HIGHWAY 278, PROCEED ALONG COGGINS
 CK5674'POINT ROAD TO NORTH PORT ROYAL DRIVE, PROCEED ALONG NORTH PORT ROYAL
 CK5674'DRIVE TO DRAYTON PI, PROCEED ALONG DRAYTON PI TO THE END OF THE ROAD,
 CK5674'PROCEED ALONG BEACH ACCESS TO THE TOP DUNE AND THE STATION LOCATED ON
 CK5674'THE LEFT.  MARKER IS 17.0 FEET WEST NORTHWEST OF THE NORTHWEST END OF
 CK5674'THE WOODEN OVERPASS AND 31.0 FEET WEST OF THE NORTHEAST END OF THE
 CK5674'WOODEN OVERPASS.  MARK IS PROJECTING 0.3 FEET ABOVE THE SURFACE OF
 CK5674'THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC
 CK5674'PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY
 CK5674'CONCRETE.
 CK5674
 CK5674                          STATION RECOVERY (1999)
 CK5674
 CK5674'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5675 ***********************************************************************
 CK5675  DESIGNATION -  1493
 CK5675  PID         -  CK5675
 CK5675  STATE/COUNTY-  SC/BEAUFORT
 CK5675  USGS QUAD   -  HILTON HEAD (1971)
 CK5675
 CK5675                         *CURRENT SURVEY CONTROL
 CK5675  ___________________________________________________________________
 CK5675* NAD 83(2001)-  32 13 59.57757(N)    080 40 33.24346(W)     ADJUSTED  
 CK5675* NAVD 88     -         4.976  (meters)      16.33   (feet)  ADJUSTED  
 CK5675  ___________________________________________________________________
 CK5675  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CK5675  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK5675  DYNAMIC HT  -           4.970 (meters)      16.31  (feet)  COMP
 CK5675  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 CK5675
 CK5675  HORZ ORDER  -  THIRD
 CK5675  VERT ORDER  -  THIRD
 CK5675
 CK5675.The horizontal coordinates were established by classical geodetic methods
 CK5675.and adjusted by the National Geodetic Survey in March 2004..
 CK5675
 CK5675.The orthometric height was determined by differential leveling
 CK5675.and adjusted by the National Geodetic Survey in April 1995..
 CK5675
 CK5675.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5675
 CK5675.The geoid height was determined by GEOID03.
 CK5675
 CK5675.The dynamic height is computed by dividing the NAVD 88
 CK5675.geopotential number by the normal gravity value computed on the
 CK5675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5675.degrees latitude (g = 980.6199 gals.).
 CK5675
 CK5675.The modeled gravity was interpolated from observed gravity values.
 CK5675
 CK5675;                    North         East     Units Scale Factor Converg.
 CK5675;SPC SC       -    44,398.669   640,150.510   MT  1.00010460   +0 10 46.8
 CK5675;SPC SC       -   145,664.92  2,100,231.33   iFT  1.00010460   +0 10 46.8
 CK5675;UTM  17      - 3,566,332.466   530,535.216   MT  0.99961150   +0 10 22.3
 CK5675
 CK5675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5675!SPC SC       -   1.00000421  x   1.00010460  =   1.00010881
 CK5675!UTM  17      -   1.00000421  x   0.99961150  =   0.99961571
 CK5675
 CK5675                          SUPERSEDED SURVEY CONTROL
 CK5675
 CK5675  NAD 83(1986)-  32 13 59.58940(N)    080 40 33.25086(W) AD(       ) 3
 CK5675  NGVD 29 (04/23/92)    5.257  (m)           17.25   (f) ADJUSTED    3 0
 CK5675
 CK5675.Superseded values are not recommended for survey control.
 CK5675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5675.See file dsdata.txt to determine how the superseded data were derived.
 CK5675
 CK5675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3053566332(NAD 83)
 CK5675_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5675_SETTING: 0 = UNSPECIFIED SETTING
 CK5675_STAMPING: 1493 1988
 CK5675_MARK LOGO: SCCC  
 CK5675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5675+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5675
 CK5675  HISTORY     - Date     Condition        Report By
 CK5675  HISTORY     - 1988     MONUMENTED       SCCC
 CK5675  HISTORY     - 19990202 GOOD             USPSQD
 CK5675
 CK5675                          STATION DESCRIPTION
 CK5675
 CK5675'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5675'THE STATION IS LOCATED IN PORT ROYAL PLANTATION ON HILTON HEAD
 CK5675'ISLAND.  FROM THE SECURITY GATE AT HIGHWAY 278, PROCEED ALONG COGGINS
 CK5675'POINT ROAD TO THE JUNCTION OF FORT WALKER ROAD, PROCEED ALONG FORT
 CK5675'WALKER ROAD TO FORT WALKER PARK AND THE STATION LOCATED AT THE TOP
 CK5675'BANK OVERLOOKING OCEAN AT THE END OF PARK.  MARKER IS 10.0 FEET NORTH
 CK5675'NORTHEAST OF THE 10-INCH PINE TREE AND 11.0 FEET SOUTH SOUTHWEST OF
 CK5675'THE 10-INCH PINE TREE.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE
 CK5675'OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC
 CK5675'PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY
 CK5675'CONCRETE.
 CK5675
 CK5675                          STATION RECOVERY (1999)
 CK5675
 CK5675'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5676 ***********************************************************************
 CK5676  DESIGNATION -  1496
 CK5676  PID         -  CK5676
 CK5676  STATE/COUNTY-  SC/BEAUFORT
 CK5676  USGS QUAD   -  HILTON HEAD (1971)
 CK5676
 CK5676                         *CURRENT SURVEY CONTROL
 CK5676  ___________________________________________________________________
 CK5676* NAD 83(2001)-  32 14 30.14584(N)    080 41 01.87656(W)     ADJUSTED  
 CK5676* NAVD 88     -         1.913  (meters)       6.28   (feet)  ADJUSTED  
 CK5676  ___________________________________________________________________
 CK5676  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CK5676  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CK5676  DYNAMIC HT  -           1.911 (meters)       6.27  (feet)  COMP
 CK5676  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 CK5676
 CK5676  HORZ ORDER  -  THIRD
 CK5676  VERT ORDER  -  THIRD
 CK5676
 CK5676.The horizontal coordinates were established by classical geodetic methods
 CK5676.and adjusted by the National Geodetic Survey in March 2004..
 CK5676
 CK5676.The orthometric height was determined by differential leveling
 CK5676.and adjusted by the National Geodetic Survey in April 1995..
 CK5676
 CK5676.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5676
 CK5676.The geoid height was determined by GEOID03.
 CK5676
 CK5676.The dynamic height is computed by dividing the NAVD 88
 CK5676.geopotential number by the normal gravity value computed on the
 CK5676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5676.degrees latitude (g = 980.6199 gals.).
 CK5676
 CK5676.The modeled gravity was interpolated from observed gravity values.
 CK5676
 CK5676;                    North         East     Units Scale Factor Converg.
 CK5676;SPC SC       -    45,338.035   639,397.899   MT  1.00010094   +0 10 31.0
 CK5676;SPC SC       -   148,746.83  2,097,762.14   iFT  1.00010094   +0 10 31.0
 CK5676;UTM  17      - 3,567,271.458   529,783.085   MT  0.99961094   +0 10 07.2
 CK5676
 CK5676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5676!SPC SC       -   1.00000469  x   1.00010094  =   1.00010563
 CK5676!UTM  17      -   1.00000469  x   0.99961094  =   0.99961563
 CK5676
 CK5676                          SUPERSEDED SURVEY CONTROL
 CK5676
 CK5676  NAD 83(1986)-  32 14 30.15768(N)    080 41 01.88469(W) AD(       ) 3
 CK5676  NGVD 29 (04/23/92)    2.194  (m)            7.20   (f) ADJUSTED    3 0
 CK5676
 CK5676.Superseded values are not recommended for survey control.
 CK5676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5676.See file dsdata.txt to determine how the superseded data were derived.
 CK5676
 CK5676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2978367271(NAD 83)
 CK5676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5676_SETTING: 0 = UNSPECIFIED SETTING
 CK5676_STAMPING: 1496 1988
 CK5676_MARK LOGO: SCCC  
 CK5676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5676+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5676
 CK5676  HISTORY     - Date     Condition        Report By
 CK5676  HISTORY     - 1988     MONUMENTED       SCCC
 CK5676
 CK5676                          STATION DESCRIPTION
 CK5676
 CK5676'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5676'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM THE JUNCTION OF
 CK5676'HIGHWAY 278 AND BEACH CITY ROAD, PROCEED ALONG BEACH CITY ROAD TO THE
 CK5676'SPA. ON PORT ROYAL SOUND, TURN LEFT THROUGH THE SECURITY GATE TO THE
 CK5676'PARKING LOT AT THE CONDOMINIUM AND THE STATION LOCATED AT THE END OF
 CK5676'THE BOARDWALK ON THE BEACH.  MARKER IS 29.0 FEET SOUTHWEST OF THE
 CK5676'SOUTHEAST END OF THE BOARDWALK.  MARK IS PROJECTING 0.2 FEET ABOVE
 CK5676'THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO
 CK5676'A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE
 CK5676'SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0215 ***********************************************************************
 DD0215  DESIGNATION -  15
 DD0215  PID         -  DD0215
 DD0215  STATE/COUNTY-  SC/HORRY
 DD0215  USGS QUAD   -  YAUHANNAH (1973)
 DD0215
 DD0215                         *CURRENT SURVEY CONTROL
 DD0215  ___________________________________________________________________
 DD0215* NAD 83(1986)-  33 39 59.     (N)    079 08 45.     (W)     SCALED    
 DD0215* NAVD 88     -         6.03   (+/-2cm)      19.8    (feet)  VERTCON   
 DD0215  ___________________________________________________________________
 DD0215  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DD0215
 DD0215  VERT ORDER  -  ? (See Below)
 DD0215
 DD0215.The horizontal coordinates were scaled from a topographic map and have
 DD0215.an estimated accuracy of +/- 6 seconds.
 DD0215
 DD0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD0215.The vertical order pertains to the NGVD 29 superseded value.
 DD0215
 DD0215.The geoid height was determined by GEOID03.
 DD0215
 DD0215;                    North         East    Units  Estimated Accuracy
 DD0215;SPC SC       -   204,820.      781,520.      MT  (+/- 180 meters Scaled)
 DD0215
 DD0215                          SUPERSEDED SURVEY CONTROL
 DD0215
 DD0215  NGVD 29 (??/??/92)    6.339  (m)           20.80   (f) ADJ UNCH    ?  
 DD0215
 DD0215.Superseded values are not recommended for survey control.
 DD0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0215.See file dsdata.txt to determine how the superseded data were derived.
 DD0215
 DD0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT719267(NAD 83)
 DD0215_MARKER: DD = SURVEY DISK
 DD0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0215_SP_SET: TREE
 DD0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0215
 DD0215  HISTORY     - Date     Condition        Report By
 DD0215  HISTORY     - UNK      MONUMENTED       SCHD
 DD0215  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0215
 DD0215                          STATION DESCRIPTION
 DD0215
 DD0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0215'13.5 MI S FROM CONWAY.
 DD0215'13.5 MILES SOUTH ALONG U.S. HIGHWAY 701 FROM THE INTERSECTION
 DD0215'OF MAIN STREET AND FOURTH AVENUE AT CONWAY, HORRY COUNTY, 49
 DD0215'FEET WEST OF THE WEST EDGE OF THE HIGHWAY, IN THE EAST ROOT OF A
 DD0215'10-INCH SHORT-LEAF PINE TREE, WITNESSED BY A WOODEN ARROW PAINTED
 DD0215'SCHD 15, 3 FEET LOWER THAN THE HIGHWAY, 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2863 ***********************************************************************
 CK2863  DESIGNATION -  15 001
 CK2863  PID         -  CK2863
 CK2863  STATE/COUNTY-  SC/COLLETON
 CK2863  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2863
 CK2863                         *CURRENT SURVEY CONTROL
 CK2863  ___________________________________________________________________
 CK2863* NAD 83(1986)-  32 55 40.     (N)    080 24 39.     (W)     SCALED    
 CK2863* NAVD 88     -         6.972  (meters)      22.87   (feet)  ADJUSTED  
 CK2863  ___________________________________________________________________
 CK2863  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK2863  DYNAMIC HT  -           6.964 (meters)      22.85  (feet)  COMP
 CK2863  MODELED GRAV-     979,569.6   (mgal)                       NAVD 88
 CK2863
 CK2863  VERT ORDER  -  FIRST     CLASS II
 CK2863
 CK2863.The horizontal coordinates were scaled from a topographic map and have
 CK2863.an estimated accuracy of +/- 6 seconds.
 CK2863
 CK2863.The orthometric height was determined by differential leveling
 CK2863.and adjusted by the National Geodetic Survey in June 1991..
 CK2863
 CK2863.The geoid height was determined by GEOID03.
 CK2863
 CK2863.The dynamic height is computed by dividing the NAVD 88
 CK2863.geopotential number by the normal gravity value computed on the
 CK2863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2863.degrees latitude (g = 980.6199 gals.).
 CK2863
 CK2863.The modeled gravity was interpolated from observed gravity values.
 CK2863
 CK2863;                    North         East    Units  Estimated Accuracy
 CK2863;SPC SC       -   121,530.      664,700.      MT  (+/- 180 meters Scaled)
 CK2863
 CK2863                          SUPERSEDED SURVEY CONTROL
 CK2863
 CK2863  NGVD 29 (03/21/89)    7.263  (m)           23.83   (f) ADJUSTED    1 2
 CK2863
 CK2863.Superseded values are not recommended for survey control.
 CK2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2863.See file dsdata.txt to determine how the superseded data were derived.
 CK2863
 CK2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS550434(NAD 83)
 CK2863_MARKER: DD = SURVEY DISK
 CK2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2863_SP_SET: CONCRETE POST
 CK2863_STAMPING: VERT 15 001 1983
 CK2863_MARK LOGO: SCGS  
 CK2863_PROJECTION: RECESSED 8 CENTIMETERS
 CK2863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2863+STABILITY: SURFACE MOTION
 CK2863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2863+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK2863
 CK2863  HISTORY     - Date     Condition        Report By
 CK2863  HISTORY     - 1983     MONUMENTED       SCGS
 CK2863  HISTORY     - 19930810 GOOD             SCGS
 CK2863  HISTORY     - 20050809 GOOD             SCGS
 CK2863
 CK2863                          STATION DESCRIPTION
 CK2863
 CK2863'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2863'6.8 KM (4.2 MI) SE FROM COTTAGEVILLE.
 CK2863'THE MARK IS 0.50 M BELOW COUNTY ROAD.
 CK2863'6.8 KILOMETERS (4.2 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2863'FROM THE POST OFFICE IN COTTAGEVILLE, THENCE 0.2 KILOMETER (0.1 MILE)
 CK2863'NORTH ALONG COUNTY ROAD S-15-91, SET NEAR A POWER POLE WITH A YARD
 CK2863'LIGHT, IN THE YARD OF A ONE-STORY WOODEN HOUSE, 0.9 METER (3.0 FEET)
 CK2863'EAST OF THE POWER POLE NUMBER 233083, 11.9 METERS (39.0 FEET) NORTH OF
 CK2863'THE NORTHEAST CORNER OF THE HOUSE, 11.0 METERS (36.3 FEET) WEST OF THE
 CK2863'CENTERLINE OF THE COUNTY ROAD.
 CK2863
 CK2863                          STATION RECOVERY (1993)
 CK2863
 CK2863'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK2863'STATION IS LOCATED 4.1 MILES (6.6 KM) EAST OF COTTAGEVILLE.
 CK2863'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2863'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK2863'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (MAIN STREET) AND STATE HIGHWAY
 CK2863'651 (SPRING HILL ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON
 CK2863'HIGHWAY 17 ALTERNATE FOR 5.2 MILES (8.4 KM) TO THE JUNCTION OF STATE
 CK2863'ROAD 91, TURN LEFT ON ROAD 91 FOR 0.1 MILE (0.2 KM) TO A DRIVEWAY
 CK2863'LEFT LEADING TO A WOODEN HOUSE AND THE STATION NEAR A POWER POLE IN
 CK2863'THE NORTHWEST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST
 CK2863'RECESSED 0.3 FOOT (9.1 CM) AND 2.0 FEET (0.6 M) BELOW THE ROAD, 36.6
 CK2863'FEET (11.2 M) WEST OF THE CENTER OF THE ROAD, 3.0 FEET (0.9 M) EAST
 CK2863'OF THE POWER POLE NUMBER 233083, 38.5 FEET (11.7 M) NORTH OF THE
 CK2863'NORTH CORNER OF THE WOODEN HOUSE, 16.5 FEET (5.0 M) NORTHWEST OF THE
 CK2863'NORTH END OF A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY,
 CK2863'2.6 FEET (0.8 M) EAST OF A WITNESS POST. RECOVERED BY T. HALL.
 CK2863
 CK2863                          STATION RECOVERY (2005)
 CK2863
 CK2863'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2863'STATION IS LOCATED 4.1 MI (6.6 KM) EAST OF COTTAGEVILLE, 15.0 MI
 CK2863'(24.14 KM) EAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2863'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2863'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2863'(COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) AT THE
 CK2863'WEST EDGE OF COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE FOR 5.2
 CK2863'MILES (8.4 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT (CAMP BUDDY ROAD)
 CK2863'AND STATE ROAD 91 (PEIRCE ROAD), TURN LEFT ON ROAD 91 FOR 0.1 MI (0.16
 CK2863'KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE NORTHWEST
 CK2863'ANGLE OF A DRIVEWAY LEFT LEADING TO A WOODEN HOUSE NUMBER 111. STATION
 CK2863'IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 3.5 FT (1.1 M) BELOW
 CK2863'THE ROAD, 36.0 FT (11.0 M) WEST OF THE CENTER OF THE ROAD, 38.7 FT
 CK2863'(11.8 M) NORTH OF THE NORTHEAST CORNER OF THE WOODEN HOUSE, 2.4 FT
 CK2863'(0.7 M) EAST OF THE POWER POLE NUMBER 233083, 16.0 FT (71048.7 M)
 CK2863'NORTH NORTHWEST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 CK2863'BENEATH THE DRIVEWAY TO THE HOUSE, 2.8 FT (0.9 M) EAST OF A WITNESS
 CK2863'POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2867 ***********************************************************************
 CK2867  DESIGNATION -  15 002
 CK2867  PID         -  CK2867
 CK2867  STATE/COUNTY-  SC/COLLETON
 CK2867  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2867
 CK2867                         *CURRENT SURVEY CONTROL
 CK2867  ___________________________________________________________________
 CK2867* NAD 83(1986)-  32 55 26.     (N)    080 26 29.     (W)     SCALED    
 CK2867* NAVD 88     -        10.878  (meters)      35.69   (feet)  ADJUSTED  
 CK2867  ___________________________________________________________________
 CK2867  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 CK2867  DYNAMIC HT  -          10.866 (meters)      35.65  (feet)  COMP
 CK2867  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 CK2867
 CK2867  VERT ORDER  -  FIRST     CLASS II
 CK2867
 CK2867.The horizontal coordinates were scaled from a topographic map and have
 CK2867.an estimated accuracy of +/- 6 seconds.
 CK2867
 CK2867.The orthometric height was determined by differential leveling
 CK2867.and adjusted by the National Geodetic Survey in June 1991..
 CK2867
 CK2867.The geoid height was determined by GEOID03.
 CK2867
 CK2867.The dynamic height is computed by dividing the NAVD 88
 CK2867.geopotential number by the normal gravity value computed on the
 CK2867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2867.degrees latitude (g = 980.6199 gals.).
 CK2867
 CK2867.The modeled gravity was interpolated from observed gravity values.
 CK2867
 CK2867;                    North         East    Units  Estimated Accuracy
 CK2867;SPC SC       -   121,080.      661,840.      MT  (+/- 180 meters Scaled)
 CK2867
 CK2867                          SUPERSEDED SURVEY CONTROL
 CK2867
 CK2867  NGVD 29 (03/21/89)   11.169  (m)           36.64   (f) ADJUSTED    1 2
 CK2867
 CK2867.Superseded values are not recommended for survey control.
 CK2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2867.See file dsdata.txt to determine how the superseded data were derived.
 CK2867
 CK2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS522429(NAD 83)
 CK2867_MARKER: DD = SURVEY DISK
 CK2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2867_SP_SET: CONCRETE POST
 CK2867_STAMPING: VERT 15 002 1983
 CK2867_MARK LOGO: SCGS  
 CK2867_PROJECTION: RECESSED 5 CENTIMETERS
 CK2867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2867+STABILITY: SURFACE MOTION
 CK2867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2867+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK2867
 CK2867  HISTORY     - Date     Condition        Report By
 CK2867  HISTORY     - 1983     MONUMENTED       SCGS
 CK2867  HISTORY     - 19920331 GOOD             SCGS
 CK2867  HISTORY     - 19930818 GOOD             SCGS
 CK2867  HISTORY     - 20020904 GOOD             SCGS
 CK2867  HISTORY     - 20050809 GOOD             SCGS
 CK2867
 CK2867                          STATION DESCRIPTION
 CK2867
 CK2867'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2867'3.9 KM (2.4 MI) SE FROM COTTAGEVILLE.
 CK2867'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2867'3.9 KILOMETERS (2.4 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2867'FROM THE POST OFFICE IN COTTAGEVILLE, SET IN THE YARD OF A TWO-STORY
 CK2867'HOUSE WITH A SCREENED PORCH AND A TWO STALL OPEN GARAGE AT THE
 CK2867'INTERSECTION OF A SAND ROAD, 49.8 METERS (163.8 FEET) NORTH-NORTHWEST
 CK2867'OF THE NORTH CORNER OF THE HOUSE, 26.7 METERS (87.5 FEET)
 CK2867'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.2 METERS (53.0
 CK2867'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND DRIVEWAY
 CK2867'LEADING TO THE HOUSE.
 CK2867
 CK2867                          STATION RECOVERY (1992)
 CK2867
 CK2867'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK2867'STATION IS LOCATED 2.7 MILES (4.3 KM) EAST OF COTTAGEVILLE.
 CK2867'OWNERSHIP--LEO E. JOHNSON, P.O. BOX 448 ROUTE 1, COTTAGEVILLE, SC
 CK2867'29435.
 CK2867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2867'(MAIN STREET) AND STATE HIGHWAY 651 (SPRING HILL ROAD) IN
 CK2867'COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE FOR 3.4 MILES (5.5 KM)
 CK2867'TO A SAND ROAD RIGHT AND THE STATION IN THE SOUTH ANGLE.
 CK2867'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M)
 CK2867'BELOW THE HIGHWAY, 87.0 FEET (26.5 M) SOUTH OF THE CENTER OF THE
 CK2867'HIGHWAY, 47.0 FEET (14.3 M) SOUTHWEST OF THE CENTER OF THE SAND ROAD,
 CK2867'34.4 FEET (10.5 M) WEST SOUTHWEST OF AN 18-INCH CONCRETE PIPE CULVERT
 CK2867'BENEATH A DRIVEWAY, 12.3 FEET (3.7 M) EAST SOUTHEAST OF A 6-INCH
 CK2867'TRIPLE-TRUNKED PLUM TREE IN THE NORTHWEST CORNER OF A YARD, 30.1 FEET
 CK2867'(9.2 M) SOUTH OF THE SOUTHWEST END OF AN 18-INCH CONCRETE PIPE
 CK2867'CULVERT BENEATH THE SAND ROAD.
 CK2867'RECOVERED BY T. HALL.
 CK2867
 CK2867                          STATION RECOVERY (1993)
 CK2867
 CK2867'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK2867'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTHEAST OF COTTAGEVILLE.
 CK2867'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2867'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK2867'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (MAIN STREET) AND STATE HIGHWAY
 CK2867'651 (SPRING HILL ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON
 CK2867'HIGHWAY 17 ALTERNATE FOR 3.4 MILES (5.5 KM) TO A SAND ROAD RIGHT AND
 CK2867'A DRIVEWAY LEADING TO A BRICK AND WOOD HOUSE AND THE STATION NEAR A
 CK2867'CHINA BERRY TREE IN THE SOUTHWEST ANGLE. STATION IS A CONCRETE POST
 CK2867'FLUSH WITH THE GROUND AND LEVEL WITH THE SAND ROAD, 34.5 FEET
 CK2867'(10.5 M) WEST SOUTHWEST OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH
 CK2867'THE DRIVEWAY, 86.9 FEET (26.5 M) SOUTH OF THE CENTER OF THE HIGHWAY,
 CK2867'47.0 FEET (14.3 M) SOUTHWEST OF THE CENTER OF THE SAND ROAD, 146.0
 CK2867'FEET (44.5 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF A BRICK POST
 CK2867'AT THE NORTHWEST CORNER OF THE CARPORT TO THE HOUSE, 44.0 FEET
 CK2867'(13.4 M) WEST SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 227.4 FEET
 CK2867'(69.3 M) WEST NORTHWEST OF A LIGHT POST NUMBER 394211. RECOVERED BY
 CK2867'T. HALL.
 CK2867
 CK2867                          STATION RECOVERY (2002)
 CK2867
 CK2867'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2867'STATION IS LOCATED 2.45 MILES EAST SOUTHEAST OF COTTAGEVILLE, 13.2
 CK2867'MILES EAST OF
 CK2867'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2867'191, COLUMBIA, SC
 CK2867'29202, PHONE 803-737-1350.
 CK2867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2867'(COTTAGEVILLE
 CK2867'HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) IN COTTAGEVILLE, GO
 CK2867'EAST ON
 CK2867'HIGHWAY 17 FOR 3.4 MILES TO THE STATION ON THE RIGHT IN THE SOUTHWEST
 CK2867'ANGLE OF A SAND
 CK2867'ROAD RIGHT (SULLIVANS FERRY ROAD) AND A GRASSY DRIVEWAY RIGHT LEADING
 CK2867'TO A
 CK2867'VINYL-SIDED HOUSE NUMBER 34.
 CK2867'STATION IS A CONCRETE POST RECESSED 0.2 FOOT, 86.0 FEET SOUTH OF THE
 CK2867'CENTER OF THE
 CK2867'HIGHWAY, 44.9 FEET WEST OF THE CENTER OF THE DRIVEWAY, 34.8 FEET WEST
 CK2867'SOUTHWEST
 CK2867'OF THE WEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE
 CK2867'DRIVEWAY, 145.4
 CK2867'FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF A BRICK POST AT THE
 CK2867'NORTHWEST CORNER OF THE CARPORT OF THE HOUSE, 46.5 FEET SOUTHWEST OF
 CK2867'THE CENTER OF
 CK2867'THE ROAD.
 CK2867'RECOVERED BY T. HALL.
 CK2867' 
 CK2867' 
 CK2867' 
 CK2867' 
 CK2867' 
 CK2867'
 CK2867
 CK2867                          STATION RECOVERY (2005)
 CK2867
 CK2867'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2867'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2871 ***********************************************************************
 CK2871  DESIGNATION -  15 003
 CK2871  PID         -  CK2871
 CK2871  STATE/COUNTY-  SC/COLLETON
 CK2871  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2871
 CK2871                         *CURRENT SURVEY CONTROL
 CK2871  ___________________________________________________________________
 CK2871* NAD 83(1986)-  32 55 51.     (N)    080 27 48.     (W)     SCALED    
 CK2871* NAVD 88     -         8.844  (meters)      29.02   (feet)  ADJUSTED  
 CK2871  ___________________________________________________________________
 CK2871  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 CK2871  DYNAMIC HT  -           8.834 (meters)      28.98  (feet)  COMP
 CK2871  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 CK2871
 CK2871  VERT ORDER  -  FIRST     CLASS II
 CK2871
 CK2871.The horizontal coordinates were scaled from a topographic map and have
 CK2871.an estimated accuracy of +/- 6 seconds.
 CK2871
 CK2871.The orthometric height was determined by differential leveling
 CK2871.and adjusted by the National Geodetic Survey in June 1991..
 CK2871
 CK2871.The geoid height was determined by GEOID03.
 CK2871
 CK2871.The dynamic height is computed by dividing the NAVD 88
 CK2871.geopotential number by the normal gravity value computed on the
 CK2871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2871.degrees latitude (g = 980.6199 gals.).
 CK2871
 CK2871.The modeled gravity was interpolated from observed gravity values.
 CK2871
 CK2871;                    North         East    Units  Estimated Accuracy
 CK2871;SPC SC       -   121,840.      659,790.      MT  (+/- 180 meters Scaled)
 CK2871
 CK2871                          SUPERSEDED SURVEY CONTROL
 CK2871
 CK2871  NGVD 29 (03/21/89)    9.134  (m)           29.97   (f) ADJUSTED    1 2
 CK2871
 CK2871.Superseded values are not recommended for survey control.
 CK2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2871.See file dsdata.txt to determine how the superseded data were derived.
 CK2871
 CK2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS501437(NAD 83)
 CK2871_MARKER: DD = SURVEY DISK
 CK2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2871_SP_SET: CONCRETE POST
 CK2871_STAMPING: VERT 15 003 1983
 CK2871_MARK LOGO: SCGS  
 CK2871_PROJECTION: FLUSH
 CK2871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2871+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2871
 CK2871  HISTORY     - Date     Condition        Report By
 CK2871  HISTORY     - 1983     MONUMENTED       SCGS
 CK2871  HISTORY     - 20050815 GOOD             SCGS
 CK2871
 CK2871                          STATION DESCRIPTION
 CK2871
 CK2871'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2871'1.7 KM (1.05 MI) SE FROM COTTAGEVILLE.
 CK2871'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2871'FROM THE POST OFFICE IN COTTAGEVILLE, SET NEAR A POWER POLE IN THE
 CK2871'FRONT YARD OF A ONE-STORY HOUSE, 32.2 METERS (105.8 FEET)
 CK2871'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE, 11.7 METERS (38.8
 CK2871'FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.2 METERS
 CK2871'(27.1 FEET) WEST-SOUTHWEST OF THE LONE 30-INCH PINE TREE, 0.8 METER
 CK2871'(2.8 FEET) NORTH-NORTHWEST OF POWER POLE NUMBER 131264.
 CK2871'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2871
 CK2871                          STATION RECOVERY (2005)
 CK2871
 CK2871'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2871'STATION IS LOCATED 1.1 MI (1.77 KM) EAST SOUTHEAST OF COTTAGEVILLE,
 CK2871'12.0 MI (19.31 KM) EAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2871'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2871'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2871'(COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) AT THE
 CK2871'WEST EDGE OF COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE FOR 2.0 MI
 CK2871'(3.22 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE
 CK2871'SOUTHEAST ANGLE OF THE YARD OF A MASONITE-SIDED HOUSE NUMBER 11801.
 CK2871'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2871'HIGHWAY, 38.8 FT (11.8 M) NORTH NORTHEAST OF THE CENTER OF THE
 CK2871'HIGHWAY, 2.7 FT (0.8 M) EAST OF THE POWER POLE NUMBER 131264, 105.9 FT
 CK2871'(40041.6 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 16.0
 CK2871'FT (4.9 M) NORTHWEST OF THE EAST END OF A 1.5-FOOT CONCRETE PIPE
 CK2871'CULVERT BENEATH LAND AT THE SOUTHEAST CORNER OF THE YARD. RECOVERED BY
 CK2871'T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2872 ***********************************************************************
 CK2872  DESIGNATION -  15 004
 CK2872  PID         -  CK2872
 CK2872  STATE/COUNTY-  SC/COLLETON
 CK2872  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2872
 CK2872                         *CURRENT SURVEY CONTROL
 CK2872  ___________________________________________________________________
 CK2872* NAD 83(1986)-  32 56 01.     (N)    080 28 22.     (W)     SCALED    
 CK2872* NAVD 88     -        14.814  (meters)      48.60   (feet)  ADJUSTED  
 CK2872  ___________________________________________________________________
 CK2872  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 CK2872  DYNAMIC HT  -          14.798 (meters)      48.55  (feet)  COMP
 CK2872  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 CK2872
 CK2872  VERT ORDER  -  FIRST     CLASS II
 CK2872
 CK2872.The horizontal coordinates were scaled from a topographic map and have
 CK2872.an estimated accuracy of +/- 6 seconds.
 CK2872
 CK2872.The orthometric height was determined by differential leveling
 CK2872.and adjusted by the National Geodetic Survey in June 1991..
 CK2872
 CK2872.The geoid height was determined by GEOID03.
 CK2872
 CK2872.The dynamic height is computed by dividing the NAVD 88
 CK2872.geopotential number by the normal gravity value computed on the
 CK2872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2872.degrees latitude (g = 980.6199 gals.).
 CK2872
 CK2872.The modeled gravity was interpolated from observed gravity values.
 CK2872
 CK2872;                    North         East    Units  Estimated Accuracy
 CK2872;SPC SC       -   122,150.      658,900.      MT  (+/- 180 meters Scaled)
 CK2872
 CK2872                          SUPERSEDED SURVEY CONTROL
 CK2872
 CK2872  NGVD 29 (03/21/89)   15.105  (m)           49.56   (f) ADJUSTED    1 2
 CK2872
 CK2872.Superseded values are not recommended for survey control.
 CK2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2872.See file dsdata.txt to determine how the superseded data were derived.
 CK2872
 CK2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS492440(NAD 83)
 CK2872_MARKER: DD = SURVEY DISK
 CK2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2872_SP_SET: CONCRETE POST
 CK2872_STAMPING: VERT 15 004 1983
 CK2872_MARK LOGO: SCGS  
 CK2872_PROJECTION: RECESSED 3 CENTIMETERS
 CK2872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2872+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2872
 CK2872  HISTORY     - Date     Condition        Report By
 CK2872  HISTORY     - 1983     MONUMENTED       SCGS
 CK2872  HISTORY     - 20050815 GOOD             SCGS
 CK2872
 CK2872                          STATION DESCRIPTION
 CK2872
 CK2872'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2872'IN COTTAGEVILLE.
 CK2872'0.65 KILOMETER (0.45 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2872'FROM THE POST OFFICE IN COTTAGEVILLE, SET NEAR A POWER POLE ACROSS
 CK2872'FROM A ONE-STORY BRICK HOUSE, 10.8 METERS (35.5 FEET) NORTH-NORTHEAST
 CK2872'OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS (36.0 FEET)
 CK2872'SOUTH-SOUTHWEST OF A LONE 30-INCH WATER OAK TREE, 1.4 METERS (4.6
 CK2872'FEET) WEST-NORTHWEST OF POWER POLE NUMBER 147851.
 CK2872'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2872
 CK2872                          STATION RECOVERY (2005)
 CK2872
 CK2872'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2872'STATION IS LOCATED IN COTTAGEVILLE, 11.5 MI (18.51 KM) EAST OF
 CK2872'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2872'191, COLUMBIA, SC 29202, PHONE 803-737-1350.   TO REACH THE STATION
 CK2872'FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (COTTAGEVILLE HIGHWAY)
 CK2872'AND STATE HIGHWAY 651 (REHOBOTH ROAD) AT THE WEST EDGE OF
 CK2872'COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE FOR 1.55 MI (2.49 KM) TO
 CK2872'THE STATION ON THE LEFT NEAR A POWER POLE AND A TELEPHONE JUNCTION BOX
 CK2872'IN THE NORTHEAST ANGLE OF A SAND ROAD LEFT (MAJESTIC OAK WAY). STATION
 CK2872'IS A CONCRETE POST RECESSED 0.1 FT (0.0 M) AND LEVEL WITH THE HIGHWAY,
 CK2872'35.0 FT (10.7 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 43.0 FT
 CK2872'(13.1 M) EAST SOUTHEAST OF THE CENTER OF THE SAND ROAD, 4.4 FT (1.3 M)
 CK2872'WEST NORTHWEST OF THE POWER POLE NUMBER 147851, 3.4 FT (45066.1 M)
 CK2872'WEST NORTHWEST OF A TELEPHONE JUNCTION BOX E/2, 1.5 FT (0.5 M) SOUTH
 CK2872'SOUTHWEST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2873 ***********************************************************************
 CK2873  DESIGNATION -  15 005
 CK2873  PID         -  CK2873
 CK2873  STATE/COUNTY-  SC/COLLETON
 CK2873  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2873
 CK2873                         *CURRENT SURVEY CONTROL
 CK2873  ___________________________________________________________________
 CK2873* NAD 83(1986)-  32 56 07.     (N)    080 28 42.     (W)     SCALED    
 CK2873* NAVD 88     -        13.941  (meters)      45.74   (feet)  ADJUSTED  
 CK2873  ___________________________________________________________________
 CK2873  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 CK2873  DYNAMIC HT  -          13.926 (meters)      45.69  (feet)  COMP
 CK2873  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 CK2873
 CK2873  VERT ORDER  -  FIRST     CLASS II
 CK2873
 CK2873.The horizontal coordinates were scaled from a topographic map and have
 CK2873.an estimated accuracy of +/- 6 seconds.
 CK2873
 CK2873.The orthometric height was determined by differential leveling
 CK2873.and adjusted by the National Geodetic Survey in June 1991..
 CK2873
 CK2873.The geoid height was determined by GEOID03.
 CK2873
 CK2873.The dynamic height is computed by dividing the NAVD 88
 CK2873.geopotential number by the normal gravity value computed on the
 CK2873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2873.degrees latitude (g = 980.6199 gals.).
 CK2873
 CK2873.The modeled gravity was interpolated from observed gravity values.
 CK2873
 CK2873;                    North         East    Units  Estimated Accuracy
 CK2873;SPC SC       -   122,330.      658,380.      MT  (+/- 180 meters Scaled)
 CK2873
 CK2873                          SUPERSEDED SURVEY CONTROL
 CK2873
 CK2873  NGVD 29 (03/21/89)   14.232  (m)           46.69   (f) ADJUSTED    1 2
 CK2873
 CK2873.Superseded values are not recommended for survey control.
 CK2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2873.See file dsdata.txt to determine how the superseded data were derived.
 CK2873
 CK2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS487442(NAD 83)
 CK2873_MARKER: DD = SURVEY DISK
 CK2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2873_SP_SET: CONCRETE POST
 CK2873_STAMPING: VERT 15 005 1983
 CK2873_MARK LOGO: SCGS  
 CK2873_PROJECTION: RECESSED 8 CENTIMETERS
 CK2873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2873+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2873
 CK2873  HISTORY     - Date     Condition        Report By
 CK2873  HISTORY     - 1983     MONUMENTED       SCGS
 CK2873  HISTORY     - 20050815 GOOD             SCGS
 CK2873
 CK2873                          STATION DESCRIPTION
 CK2873
 CK2873'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2873'IN COTTAGEVILLE.
 CK2873'0.1 KILOMETER (0.05 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2873'FROM THE POST OFFICE IN COTTAGEVILLE, SET NEAR THE SOUTHWEST CORNER OF
 CK2873'THE COTTAGEVILLE FIRE DEPARTMENT BUILDING, 37.0 METERS (121.7 FEET)
 CK2873'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.9 METERS (98.0
 CK2873'FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE-STORY BRICK
 CK2873'HOUSE, 1.4 METERS (4.7 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 CK2873'OF THE FIRE STATION.
 CK2873'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2873
 CK2873                          STATION RECOVERY (2005)
 CK2873
 CK2873'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2873'STATION IS LOCATED IN COTTAGEVILLE, 11.2 MI (18.02 KM) EAST OF
 CK2873'WALTERBORO.  OWNERSHIP--COTTAGEVILLE FIRE DEPARTMENT, 10913
 CK2873'COTTAGEVILLE HIGHWAY, COTTAGEVILLE, SC 29435, PHONE 843-835-8655. TO
 CK2873'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2873'(COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) AT THE
 CK2873'WEST EDGE OF COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE FOR 1.1 MI
 CK2873'(1.77 KM) TO THE STATION ON THE LEFT NEAR THE WEST CORNER OF THE
 CK2873'COTTAGEVILLE FIRE DEPARTMENT BUILDING. STATION IS A CONCRETE POST
 CK2873'RECESSED 0.3 FT (0.1 M) AND LEVEL WITH THE HIGHWAY, 4.7 FT (1.4 M)
 CK2873'SOUTHWEST OF THE WEST CORNER OF THE BUILDING, 120.5 FT (36.7 M) NORTH
 CK2873'NORTHEAST OF THE CENTER OF THE HIGHWAY. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2874 ***********************************************************************
 CK2874  DESIGNATION -  15 006
 CK2874  PID         -  CK2874
 CK2874  STATE/COUNTY-  SC/COLLETON
 CK2874  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2874
 CK2874                         *CURRENT SURVEY CONTROL
 CK2874  ___________________________________________________________________
 CK2874* NAD 83(1986)-  32 56 26.     (N)    080 29 05.     (W)     SCALED    
 CK2874* NAVD 88     -        14.665  (meters)      48.11   (feet)  ADJUSTED  
 CK2874  ___________________________________________________________________
 CK2874  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 CK2874  DYNAMIC HT  -          14.649 (meters)      48.06  (feet)  COMP
 CK2874  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 CK2874
 CK2874  VERT ORDER  -  FIRST     CLASS II
 CK2874
 CK2874.The horizontal coordinates were scaled from a topographic map and have
 CK2874.an estimated accuracy of +/- 6 seconds.
 CK2874
 CK2874.The orthometric height was determined by differential leveling
 CK2874.and adjusted by the National Geodetic Survey in June 1991..
 CK2874
 CK2874.The geoid height was determined by GEOID03.
 CK2874
 CK2874.The dynamic height is computed by dividing the NAVD 88
 CK2874.geopotential number by the normal gravity value computed on the
 CK2874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2874.degrees latitude (g = 980.6199 gals.).
 CK2874
 CK2874.The modeled gravity was interpolated from observed gravity values.
 CK2874
 CK2874;                    North         East    Units  Estimated Accuracy
 CK2874;SPC SC       -   122,910.      657,780.      MT  (+/- 180 meters Scaled)
 CK2874
 CK2874                          SUPERSEDED SURVEY CONTROL
 CK2874
 CK2874  NGVD 29 (03/21/89)   14.955  (m)           49.06   (f) ADJUSTED    1 2
 CK2874
 CK2874.Superseded values are not recommended for survey control.
 CK2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2874.See file dsdata.txt to determine how the superseded data were derived.
 CK2874
 CK2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS481448(NAD 83)
 CK2874_MARKER: DB = BENCH MARK DISK
 CK2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2874_SP_SET: CONCRETE POST
 CK2874_STAMPING: VERT 15 006 1983
 CK2874_MARK LOGO: SCGS  
 CK2874_PROJECTION: RECESSED 7 CENTIMETERS
 CK2874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2874
 CK2874  HISTORY     - Date     Condition        Report By
 CK2874  HISTORY     - 1983     MONUMENTED       SCGS
 CK2874  HISTORY     - 20050815 MARK NOT FOUND   SCGS
 CK2874
 CK2874                          STATION DESCRIPTION
 CK2874
 CK2874'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2874'IN COTTAGEVILLE.
 CK2874'0.65 KILOMETER (0.45 MILE) NORTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2874'FROM THE POST OFFICE IN COTTAGEVILLE, SET NEAR A POWER POLE BETWEEN A
 CK2874'ONE-STORY BRICK HOUSE AND A ONE-STORY WOOD HOUSE, 11.7 METERS (38.7
 CK2874'FEET) SOUTH OF THE SOUTHWEST CORNER OF A ONE STALL GARAGE OF THE BRICK
 CK2874'HOUSE, 18.6 METERS (61.0 FEET) NORTHWEST OF THE NORTH CORNER OF THE
 CK2874'WOODEN HOUSE, 33.7 METERS (110.9 FEET) NORTHEAST OF THE CENTERLINE OF
 CK2874'HIGHWAY 17, 1.1 METERS (3.8 FEET) SOUTH-SOUTHEAST OF POWER POLE NUMBER
 CK2874'79254.
 CK2874'THE MARK IS 0.30 M ABOVE HIGHWAY.
 CK2874
 CK2874                          STATION RECOVERY (2005)
 CK2874
 CK2874'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2874'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE COORDINATES AND
 CK2874'MEASUREMENTS LED TO AN AREA CHANGED DUE TO THE PLANTING OF A NEW PINE
 CK2874'STAND, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2876 ***********************************************************************
 CK2876  DESIGNATION -  15 007
 CK2876  PID         -  CK2876
 CK2876  STATE/COUNTY-  SC/COLLETON
 CK2876  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2876
 CK2876                         *CURRENT SURVEY CONTROL
 CK2876  ___________________________________________________________________
 CK2876* NAD 83(1986)-  32 56 37.     (N)    080 29 56.     (W)     SCALED    
 CK2876* NAVD 88     -         7.614  (meters)      24.98   (feet)  ADJUSTED  
 CK2876  ___________________________________________________________________
 CK2876  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 CK2876  DYNAMIC HT  -           7.606 (meters)      24.95  (feet)  COMP
 CK2876  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 CK2876
 CK2876  VERT ORDER  -  FIRST     CLASS II
 CK2876
 CK2876.The horizontal coordinates were scaled from a topographic map and have
 CK2876.an estimated accuracy of +/- 6 seconds.
 CK2876
 CK2876.The orthometric height was determined by differential leveling
 CK2876.and adjusted by the National Geodetic Survey in June 1991..
 CK2876
 CK2876.The geoid height was determined by GEOID03.
 CK2876
 CK2876.The dynamic height is computed by dividing the NAVD 88
 CK2876.geopotential number by the normal gravity value computed on the
 CK2876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2876.degrees latitude (g = 980.6199 gals.).
 CK2876
 CK2876.The modeled gravity was interpolated from observed gravity values.
 CK2876
 CK2876;                    North         East    Units  Estimated Accuracy
 CK2876;SPC SC       -   123,240.      656,450.      MT  (+/- 180 meters Scaled)
 CK2876
 CK2876                          SUPERSEDED SURVEY CONTROL
 CK2876
 CK2876  NGVD 29 (03/21/89)    7.904  (m)           25.93   (f) ADJUSTED    1 2
 CK2876
 CK2876.Superseded values are not recommended for survey control.
 CK2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2876.See file dsdata.txt to determine how the superseded data were derived.
 CK2876
 CK2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS468451(NAD 83)
 CK2876_MARKER: DB = BENCH MARK DISK
 CK2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2876_SP_SET: CONCRETE POST
 CK2876_STAMPING: VERT 15 007 1983
 CK2876_MARK LOGO: SCGS  
 CK2876_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2876
 CK2876  HISTORY     - Date     Condition        Report By
 CK2876  HISTORY     - 1983     MONUMENTED       SCGS
 CK2876  HISTORY     - 20050815 MARK NOT FOUND   SCGS
 CK2876
 CK2876                          STATION DESCRIPTION
 CK2876
 CK2876'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2876'1.8 KM (1.1 MI) NW FROM COTTAGEVILLE.
 CK2876'2.1 KILOMETERS (1.35 MILES) NORTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2876'FROM THE POST OFFICE IN COTTAGEVILLE, SET IN THE SOUTHWEST ANGLE OF
 CK2876'THE INTERSECTION WITH A DIRT ROAD, THIS MARK MAY ALSO BE REACHED BY
 CK2876'GOING 0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG U.S. HIGHWAY 17
 CK2876'ALTERNATE FROM THE JUNCTION OF STATE HIGHWAY 651, 15.2 METERS (50.0
 CK2876'FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.2 METERS
 CK2876'(10.6 FEET) SOUTH OF A LONE 60-INCH PINE TREE, 2.4 METERS (8.0 FEET)
 CK2876'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD.
 CK2876'THE MARK IS 0.50 METERS  E FROM A WITNESS POST.
 CK2876'THE MARK IS 0.90 M BELOW HIGHWAY.
 CK2876
 CK2876                          STATION RECOVERY (2005)
 CK2876
 CK2876'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2876'A 10 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, MEASUREMENTS AND
 CK2876'DESCRIPTION LED TO AN AREA CHANGED DUE TO THE WIDENING OF A LOGGING
 CK2876'ROAD, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2877 ***********************************************************************
 CK2877  DESIGNATION -  15 008
 CK2877  PID         -  CK2877
 CK2877  STATE/COUNTY-  SC/COLLETON
 CK2877  USGS QUAD   -  ROUND O (1988)
 CK2877
 CK2877                         *CURRENT SURVEY CONTROL
 CK2877  ___________________________________________________________________
 CK2877* NAD 83(1986)-  32 56 40.     (N)    080 30 45.     (W)     SCALED    
 CK2877* NAVD 88     -        10.055  (meters)      32.99   (feet)  ADJUSTED  
 CK2877  ___________________________________________________________________
 CK2877  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 CK2877  DYNAMIC HT  -          10.044 (meters)      32.95  (feet)  COMP
 CK2877  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 CK2877
 CK2877  VERT ORDER  -  FIRST     CLASS II
 CK2877
 CK2877.The horizontal coordinates were scaled from a topographic map and have
 CK2877.an estimated accuracy of +/- 6 seconds.
 CK2877
 CK2877.The orthometric height was determined by differential leveling
 CK2877.and adjusted by the National Geodetic Survey in June 1991..
 CK2877
 CK2877.The geoid height was determined by GEOID03.
 CK2877
 CK2877.The dynamic height is computed by dividing the NAVD 88
 CK2877.geopotential number by the normal gravity value computed on the
 CK2877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2877.degrees latitude (g = 980.6199 gals.).
 CK2877
 CK2877.The modeled gravity was interpolated from observed gravity values.
 CK2877
 CK2877;                    North         East    Units  Estimated Accuracy
 CK2877;SPC SC       -   123,330.      655,180.      MT  (+/- 180 meters Scaled)
 CK2877
 CK2877                          SUPERSEDED SURVEY CONTROL
 CK2877
 CK2877  NGVD 29 (03/21/89)   10.345  (m)           33.94   (f) ADJUSTED    1 2
 CK2877
 CK2877.Superseded values are not recommended for survey control.
 CK2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2877.See file dsdata.txt to determine how the superseded data were derived.
 CK2877
 CK2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS455452(NAD 83)
 CK2877_MARKER: DB = BENCH MARK DISK
 CK2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2877_SP_SET: CONCRETE POST
 CK2877_STAMPING: VERT 15 008 1983
 CK2877_MARK LOGO: SCGS  
 CK2877_PROJECTION: RECESSED 7 CENTIMETERS
 CK2877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2877
 CK2877  HISTORY     - Date     Condition        Report By
 CK2877  HISTORY     - 1983     MONUMENTED       SCGS
 CK2877  HISTORY     - 20050815 MARK NOT FOUND   SCGS
 CK2877
 CK2877                          STATION DESCRIPTION
 CK2877
 CK2877'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2877'3.4 KM (2.15 MI) NW FROM COTTAGEVILLE.
 CK2877'3.4 KILOMETERS (2.15 MILES) NORTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2877'FROM THE POST OFFICE IN COTTAGEVILLE, SET IN A CLUSTER OF PINE TREES
 CK2877'AT THE EDGE OF A FIELD, 43.4 METERS (142.7 FEET) WEST-SOUTHWEST OF THE
 CK2877'APPROXIMATE CENTER OF A SAND DRIVEWAY TO THE RESIDENCE OF TOM WILLIS,
 CK2877'20.7 METERS (68.2 FEET) WEST OF POWER POLE NUMBER 278431, 16.0 METERS
 CK2877'(52.6 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CK2877'29.0 METERS (95.0 FEET) EAST OF THE APPROXIMATE EDGE OF THE FIELD.
 CK2877'THE MARK IS 0.90 M ABOVE HIGHWAY.
 CK2877
 CK2877                          STATION RECOVERY (2005)
 CK2877
 CK2877'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2877'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, MEASUREMENTS AND
 CK2877'DESCRIPTION LED TO AN AREA CHANGED DUE TO REMOVAL OF PINE TREES,
 CK2877'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2878 ***********************************************************************
 CK2878  DESIGNATION -  15 009
 CK2878  PID         -  CK2878
 CK2878  STATE/COUNTY-  SC/COLLETON
 CK2878  USGS QUAD   -  ROUND O (1988)
 CK2878
 CK2878                         *CURRENT SURVEY CONTROL
 CK2878  ___________________________________________________________________
 CK2878* NAD 83(1986)-  32 56 29.     (N)    080 31 51.     (W)     SCALED    
 CK2878* NAVD 88     -        11.683  (meters)      38.33   (feet)  ADJUSTED  
 CK2878  ___________________________________________________________________
 CK2878  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2878  DYNAMIC HT  -          11.670 (meters)      38.29  (feet)  COMP
 CK2878  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 CK2878
 CK2878  VERT ORDER  -  FIRST     CLASS II
 CK2878
 CK2878.The horizontal coordinates were scaled from a topographic map and have
 CK2878.an estimated accuracy of +/- 6 seconds.
 CK2878
 CK2878.The orthometric height was determined by differential leveling
 CK2878.and adjusted by the National Geodetic Survey in June 1991..
 CK2878
 CK2878.The geoid height was determined by GEOID03.
 CK2878
 CK2878.The dynamic height is computed by dividing the NAVD 88
 CK2878.geopotential number by the normal gravity value computed on the
 CK2878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2878.degrees latitude (g = 980.6199 gals.).
 CK2878
 CK2878.The modeled gravity was interpolated from observed gravity values.
 CK2878
 CK2878;                    North         East    Units  Estimated Accuracy
 CK2878;SPC SC       -   122,980.      653,470.      MT  (+/- 180 meters Scaled)
 CK2878
 CK2878                          SUPERSEDED SURVEY CONTROL
 CK2878
 CK2878  NGVD 29 (03/21/89)   11.972  (m)           39.28   (f) ADJUSTED    1 2
 CK2878
 CK2878.Superseded values are not recommended for survey control.
 CK2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2878.See file dsdata.txt to determine how the superseded data were derived.
 CK2878
 CK2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS438448(NAD 83)
 CK2878_MARKER: DD = SURVEY DISK
 CK2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2878_SP_SET: CONCRETE POST
 CK2878_STAMPING: VERT 15 009 1983
 CK2878_MARK LOGO: SCGS  
 CK2878_PROJECTION: RECESSED 8 CENTIMETERS
 CK2878_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2878+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2878
 CK2878  HISTORY     - Date     Condition        Report By
 CK2878  HISTORY     - 1983     MONUMENTED       SCGS
 CK2878  HISTORY     - 20050815 GOOD             SCGS
 CK2878
 CK2878                          STATION DESCRIPTION
 CK2878
 CK2878'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2878'5.1 KM (3.2 MI) NW FROM COTTAGEVILLE.
 CK2878'5.1 KILOMETERS (3.2 MILES) NORTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2878'FROM THE POST OFFICE IN COTTAGEVILLE, SET NEAR THE SOUTHWEST CORNER OF
 CK2878'A CHAIN LINK FENCE THAT SURROUNDS A ONE-STORY CINDER BLOCK HOUSE,
 CK2878'0.9 METER (3.0 FEET) NORTH OF POWER POLE NUMBER 275187, 12.5 METERS
 CK2878'(41.0 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CK2878'11.7 METERS (38.7 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CK2878'CINDER BLOCK HOUSE, 17.2 METERS (56.6 FEET) SOUTHEAST OF THE NORTHEAST
 CK2878'CORNER OF A ONE-STORY WOODEN HOUSE, 0.5 METER (1.8 FEET)
 CK2878'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FENCE.
 CK2878'THE MARK IS 0.60 M ABOVE HIGHWAY.
 CK2878
 CK2878                          STATION RECOVERY (2005)
 CK2878
 CK2878'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2878'STATION IS LOCATED 2.9 MI (4.67 KM) WEST OF COTTAGEVILLE, 8.3 MI
 CK2878'(13.36 KM) EAST NORTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK2878'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2878'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2878'17 ALTERNATE (COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH
 CK2878'ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO WEST ON HIGHWAY 17
 CK2878'ALTERNATE FOR 2.15 MI (3.46 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2878'POWER POLE AT THE CHAIN LINK FENCE LINE FOR A CINDER BLOCK HOUSE
 CK2878'NUMBER 7603. STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL
 CK2878'WITH THE HIGHWAY, 41.0 FT (12.5 M) NORTH NORTHWEST OF THE CENTER OF
 CK2878'THE HIGHWAY, 3.5 FT (1.1 M) NORTH NORTHEAST OF A POWER POLE NUMBER
 CK2878'275187, 32.8 FT (83887.2 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 CK2878'HOUSE, 51.6 FT (15.7 M) WEST OF THE WEST END OF A 1.5-FOOT CONCRETE
 CK2878'PIPE CULVERT BENEATH THE DRIVEWAY TO THE HOUSE, 2.0 FT (0.6 M) WEST OF
 CK2878'A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2879 ***********************************************************************
 CK2879  DESIGNATION -  15 010
 CK2879  PID         -  CK2879
 CK2879  STATE/COUNTY-  SC/COLLETON
 CK2879  USGS QUAD   -  ROUND O (1988)
 CK2879
 CK2879                         *CURRENT SURVEY CONTROL
 CK2879  ___________________________________________________________________
 CK2879* NAD 83(1986)-  32 56 15.     (N)    080 32 44.     (W)     SCALED    
 CK2879* NAVD 88     -         8.726  (meters)      28.63   (feet)  ADJUSTED  
 CK2879  ___________________________________________________________________
 CK2879  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2879  DYNAMIC HT  -           8.717 (meters)      28.60  (feet)  COMP
 CK2879  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 CK2879
 CK2879  VERT ORDER  -  FIRST     CLASS II
 CK2879
 CK2879.The horizontal coordinates were scaled from a topographic map and have
 CK2879.an estimated accuracy of +/- 6 seconds.
 CK2879
 CK2879.The orthometric height was determined by differential leveling
 CK2879.and adjusted by the National Geodetic Survey in June 1991..
 CK2879
 CK2879.The geoid height was determined by GEOID03.
 CK2879
 CK2879.The dynamic height is computed by dividing the NAVD 88
 CK2879.geopotential number by the normal gravity value computed on the
 CK2879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2879.degrees latitude (g = 980.6199 gals.).
 CK2879
 CK2879.The modeled gravity was interpolated from observed gravity values.
 CK2879
 CK2879;                    North         East    Units  Estimated Accuracy
 CK2879;SPC SC       -   122,550.      652,090.      MT  (+/- 180 meters Scaled)
 CK2879
 CK2879                          SUPERSEDED SURVEY CONTROL
 CK2879
 CK2879  NGVD 29 (03/21/89)    9.015  (m)           29.58   (f) ADJUSTED    1 2
 CK2879
 CK2879.Superseded values are not recommended for survey control.
 CK2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2879.See file dsdata.txt to determine how the superseded data were derived.
 CK2879
 CK2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS424444(NAD 83)
 CK2879_MARKER: DB = BENCH MARK DISK
 CK2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2879_SP_SET: CONCRETE POST
 CK2879_STAMPING: VERT 15 010 1983
 CK2879_MARK LOGO: SCGS  
 CK2879_PROJECTION: RECESSED 7 CENTIMETERS
 CK2879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2879
 CK2879  HISTORY     - Date     Condition        Report By
 CK2879  HISTORY     - 1983     MONUMENTED       SCGS
 CK2879  HISTORY     - 20050815 MARK NOT FOUND   SCGS
 CK2879
 CK2879                          STATION DESCRIPTION
 CK2879
 CK2879'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2879'6.6 KM (4.1 MI) NW FROM COTTAGEVILLE.
 CK2879'6.6 KILOMETERS (4.1 MILES) NORTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2879'FROM THE POST OFFICE IN COTTAGEVILLE, SET NEAR A POWER POLE IN FRONT
 CK2879'OF A ONE-STORY WOODEN HOUSE, 13.4 METERS (44.0 FEET) NORTH-NORTHEAST
 CK2879'OF THE NORTHWEST CORNER OF THE HOUSE, 10.2 METERS (33.5 FEET) SOUTH OF
 CK2879'THE CENTERLINE OF THE HIGHWAY, 7.0 METERS (23.0 FEET) EAST OF THE
 CK2879'APPROXIMATE CENTER OF THE DRIVEWAY LEADING TO THE HOUSE, 0.9 METER
 CK2879'(3.0 FEET) WEST-SOUTHWEST OF THE POWER POLE NUMBER 130062, 5.2 METERS
 CK2879'(17.0 FEET) WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER A454.
 CK2879'THE MARK IS 0.60 M BELOW HIGHWAY.
 CK2879
 CK2879                          STATION RECOVERY (2005)
 CK2879
 CK2879'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2879'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, MEASUREMENTS AND
 CK2879'DESCRIPTION LED TO AN AREA EXCAVATED FOR HIGHWAY RIGHT OF WAY
 CK2879'MAINTENANCE, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2880 ***********************************************************************
 CK2880  DESIGNATION -  15 011
 CK2880  PID         -  CK2880
 CK2880  STATE/COUNTY-  SC/COLLETON
 CK2880  USGS QUAD   -  ROUND O (1988)
 CK2880
 CK2880                         *CURRENT SURVEY CONTROL
 CK2880  ___________________________________________________________________
 CK2880* NAD 83(2001)-  32 56 10.05482(N)    080 33 35.17113(W)     ADJUSTED  
 CK2880* NAVD 88     -        14.470  (meters)      47.47   (feet)  ADJUSTED  
 CK2880  ___________________________________________________________________
 CK2880  X           -     878,863.571 (meters)                     COMP
 CK2880  Y           -  -5,285,748.693 (meters)                     COMP
 CK2880  Z           -   3,448,006.069 (meters)                     COMP
 CK2880  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CK2880  ELLIP HEIGHT-         -17.32  (meters)          (05/04/06) GPS OBS
 CK2880  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2880  DYNAMIC HT  -          14.454 (meters)      47.42  (feet)  COMP
 CK2880  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 CK2880
 CK2880  HORZ ORDER  -  FIRST
 CK2880  VERT ORDER  -  FIRST     CLASS II
 CK2880  ELLP ORDER  -  FOURTH    CLASS II
 CK2880
 CK2880.The horizontal coordinates were established by GPS observations
 CK2880.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK2880
 CK2880.The orthometric height was determined by differential leveling
 CK2880.and adjusted by the National Geodetic Survey in June 1991..
 CK2880
 CK2880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2880
 CK2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2880
 CK2880.The ellipsoidal height was determined by GPS observations
 CK2880.and is referenced to NAD 83.
 CK2880
 CK2880.The geoid height was determined by GEOID03.
 CK2880
 CK2880.The dynamic height is computed by dividing the NAVD 88
 CK2880.geopotential number by the normal gravity value computed on the
 CK2880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2880.degrees latitude (g = 980.6199 gals.).
 CK2880
 CK2880.The modeled gravity was interpolated from observed gravity values.
 CK2880
 CK2880;                    North         East     Units Scale Factor Converg.
 CK2880;SPC SC       -   122,387.400   650,765.275   MT  0.99987492   +0 14 38.6
 CK2880;SPC SC       -   401,533.46  2,135,056.68   iFT  0.99987492   +0 14 38.6
 CK2880;UTM  17      - 3,644,291.903   541,154.248   MT  0.99962088   +0 14 21.7
 CK2880
 CK2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2880!SPC SC       -   1.00000272  x   0.99987492  =   0.99987764
 CK2880!UTM  17      -   1.00000272  x   0.99962088  =   0.99962360
 CK2880
 CK2880                          SUPERSEDED SURVEY CONTROL
 CK2880
 CK2880  NAVD 88 (05/04/06)   14.47   (m)           47.5    (f) LEVELING    3  
 CK2880  NGVD 29 (03/21/89)   14.758  (m)           48.42   (f) ADJUSTED    1 2
 CK2880
 CK2880.Superseded values are not recommended for survey control.
 CK2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2880.See file dsdata.txt to determine how the superseded data were derived.
 CK2880
 CK2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4115444292(NAD 83)
 CK2880_MARKER: DD = SURVEY DISK
 CK2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2880_SP_SET: CONCRETE POST
 CK2880_STAMPING: VERT 15 011 1983
 CK2880_MARK LOGO: SCGS  
 CK2880_PROJECTION: FLUSH
 CK2880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2880+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2880
 CK2880  HISTORY     - Date     Condition        Report By
 CK2880  HISTORY     - 1983     MONUMENTED       SCGS
 CK2880  HISTORY     - 20050815 GOOD             SCGS
 CK2880
 CK2880                          STATION DESCRIPTION
 CK2880
 CK2880'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2880'7.9 KM (4.95 MI) NW FROM COTTAGEVILLE.
 CK2880'7.9 KILOMETERS (4.95 MILES) NORTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2880'FROM THE POST OFFICE IN COTTAGEVILLE, SET NEAR A TELEPHONE JUNCTION
 CK2880'BOX AT THE INTERSECTION WITH COUNTY ROAD S-15-96, 18.6 METERS (61.0
 CK2880'FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.4 METERS
 CK2880'(37.6 FEET) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD,
 CK2880'1.4 METERS (4.3 FEET) NORTHEAST OF THE TELEPHONE JUNCTION BOX NUMBER
 CK2880'A4512 WITH A WITNESS SIGN ATTACHED.
 CK2880'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2880
 CK2880                          STATION RECOVERY (2005)
 CK2880
 CK2880'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2880'THE STATION IS LOCATED 4.6 MI (7.4 KM) WEST OF COTTAGEVILLE, 6.6 MI
 CK2880'(10.62 KM) EAST-NORTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK2880'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2880'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2880'17 ALTERNATE (COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH
 CK2880'ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO WEST ON HIGHWAY 17
 CK2880'ALTERNATE FOR 3.9 MI (6.28 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2880'TELEPHONE JUNCTION BOX IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE
 CK2880'ROAD 96 (MERRICK DRIVE). STATION IS A CONCRETE POST FLUSH WITH THE
 CK2880'GROUND AND LEVEL WITH THE HIGHWAY, 60.4 FT (18.4 M) NORTH OF THE
 CK2880'CENTER OF THE HIGHWAY, 37.0 FT (11.3 M) EAST OF THE CENTER OF ROAD 96,
 CK2880'4.1 FT (30.5 M) NORTHEAST OF THE TELEPHONE JUNCTION BOX A/45/12, 3.8
 CK2880'FT (1.2 M) NORTHEAST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2881 ***********************************************************************
 CK2881  DESIGNATION -  15 012
 CK2881  PID         -  CK2881
 CK2881  STATE/COUNTY-  SC/COLLETON
 CK2881  USGS QUAD   -  ROUND O (1988)
 CK2881
 CK2881                         *CURRENT SURVEY CONTROL
 CK2881  ___________________________________________________________________
 CK2881* NAD 83(1986)-  32 55 48.     (N)    080 34 26.     (W)     SCALED    
 CK2881* NAVD 88     -         8.160  (meters)      26.77   (feet)  ADJUSTED  
 CK2881  ___________________________________________________________________
 CK2881  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CK2881  DYNAMIC HT  -           8.151 (meters)      26.74  (feet)  COMP
 CK2881  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 CK2881
 CK2881  VERT ORDER  -  FIRST     CLASS II
 CK2881
 CK2881.The horizontal coordinates were scaled from a topographic map and have
 CK2881.an estimated accuracy of +/- 6 seconds.
 CK2881
 CK2881.The orthometric height was determined by differential leveling
 CK2881.and adjusted by the National Geodetic Survey in June 1991..
 CK2881
 CK2881.The geoid height was determined by GEOID03.
 CK2881
 CK2881.The dynamic height is computed by dividing the NAVD 88
 CK2881.geopotential number by the normal gravity value computed on the
 CK2881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2881.degrees latitude (g = 980.6199 gals.).
 CK2881
 CK2881.The modeled gravity was interpolated from observed gravity values.
 CK2881
 CK2881;                    North         East    Units  Estimated Accuracy
 CK2881;SPC SC       -   121,700.      649,450.      MT  (+/- 180 meters Scaled)
 CK2881
 CK2881                          SUPERSEDED SURVEY CONTROL
 CK2881
 CK2881  NGVD 29 (03/21/89)    8.448  (m)           27.72   (f) ADJUSTED    1 2
 CK2881
 CK2881.Superseded values are not recommended for survey control.
 CK2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2881.See file dsdata.txt to determine how the superseded data were derived.
 CK2881
 CK2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS398436(NAD 83)
 CK2881_MARKER: DD = SURVEY DISK
 CK2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2881_SP_SET: CONCRETE POST
 CK2881_STAMPING: VERT 15 012 1983
 CK2881_MARK LOGO: SCGS  
 CK2881_PROJECTION: RECESSED 3 CENTIMETERS
 CK2881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2881+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2881
 CK2881  HISTORY     - Date     Condition        Report By
 CK2881  HISTORY     - 1983     MONUMENTED       SCGS
 CK2881  HISTORY     - 20050815 GOOD             SCGS
 CK2881
 CK2881                          STATION DESCRIPTION
 CK2881
 CK2881'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2881'9.4 KM (5.85 MI) EAST FROM COTTAGEVILLE.
 CK2881'9.4 KILOMETERS (5.85 MILES) NORTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2881'FROM THE POST OFFICE IN COTTAGEVILLE, SET BY A POWER POLE IN THE FRONT
 CK2881'YARD OF A SMALL WOODEN HOUSE WITH DEEP DITCHES IN THE FRONT YARD, THIS
 CK2881'MARK MAY ALSO BE REACHED BY GOING 0.2 KILOMETER (0.1 MILE) NORTH ALONG
 CK2881'LUCAS STREET FROM THE POST OFFICE IN WALTERBORO, THENCE 9.4 KILOMETERS
 CK2881'(5.85 MILES) EASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE (WICHMAN
 CK2881'STREET), 28.3 METERS (93.2 FEET) NORTHWEST OF THE NORTHWEST CORNER OF
 CK2881'THE HOUSE, 4.9 METERS (16.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 CK2881'CENTER OF THE DRIVEWAY, 14.0 METERS (46.0 FEET) SOUTH-SOUTHEAST OF THE
 CK2881'CENTERLINE OF THE HIGHWAY, 1.5 METERS (5.0 FEET) WEST OF POWER POLE
 CK2881'NUMBER 226588.
 CK2881'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2881
 CK2881                          STATION RECOVERY (2005)
 CK2881
 CK2881'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2881'STATION IS LOCATED 5.4 MI (8.69 KM) WEST OF COTTAGEVILLE, 5.7 MI (9.17
 CK2881'KM) EAST NORTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2881'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2881'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2881'(COTTAGEVILLE HIGHWAY/WICHMAN STREET) AND STATE HIGHWAY 64 (ROBERTSON
 CK2881'BOULEVARD), 1.5 MI (2.41 KM) EAST OF WALTERBORO, GO EAST NORTHEAST ON
 CK2881'HIGHWAY 17 ALTERNATE FOR 4.05 MI (6.52 KM) TO THE JUNCTION OF STATE
 CK2881'ROAD 199 (FEATHERBED ROAD) RIGHT, CONTINUE ON HIGHWAY 17 ALTERNATE FOR
 CK2881'0.3 MI (0.48 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 CK2881'SOUTHWEST ANGLE OF A GRAVEL DRIVEWAY LEADING TO A MODULAR HOME.
 CK2881'STATION IS A CONCRETE POST RECESSED 0.1 FT (0.0 M) AND LEVEL WITH THE
 CK2881'HIGHWAY, 46.1 FT (14.1 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 CK2881'HIGHWAY, 16.6 FT (5.1 M) SOUTH OF THE WEST END OF A 2.5-FOOT CONCRETE
 CK2881'PIPE CULVERT BENEATH THE DRIVEWAY, 4.8 FT (1.5 M) WEST SOUTHWEST OF
 CK2881'THE POWER POLE NUMBER 226588 WITH TWO GUY WIRES, A TRANSFORMER AND A
 CK2881'SECURITY LIGHT, 35.6 FT (10.9 M) EAST OF A TELEPHONE JUNCTION BOX
 CK2881'A/69. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2882 ***********************************************************************
 CK2882  DESIGNATION -  15 013
 CK2882  PID         -  CK2882
 CK2882  STATE/COUNTY-  SC/COLLETON
 CK2882  USGS QUAD   -  ROUND O (1988)
 CK2882
 CK2882                         *CURRENT SURVEY CONTROL
 CK2882  ___________________________________________________________________
 CK2882* NAD 83(1986)-  32 55 35.     (N)    080 35 17.     (W)     SCALED    
 CK2882* NAVD 88     -        12.319  (meters)      40.42   (feet)  ADJUSTED  
 CK2882  ___________________________________________________________________
 CK2882  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2882  DYNAMIC HT  -          12.305 (meters)      40.37  (feet)  COMP
 CK2882  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 CK2882
 CK2882  VERT ORDER  -  FIRST     CLASS II
 CK2882
 CK2882.The horizontal coordinates were scaled from a topographic map and have
 CK2882.an estimated accuracy of +/- 6 seconds.
 CK2882
 CK2882.The orthometric height was determined by differential leveling
 CK2882.and adjusted by the National Geodetic Survey in June 1991..
 CK2882
 CK2882.The geoid height was determined by GEOID03.
 CK2882
 CK2882.The dynamic height is computed by dividing the NAVD 88
 CK2882.geopotential number by the normal gravity value computed on the
 CK2882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2882.degrees latitude (g = 980.6199 gals.).
 CK2882
 CK2882.The modeled gravity was interpolated from observed gravity values.
 CK2882
 CK2882;                    North         East    Units  Estimated Accuracy
 CK2882;SPC SC       -   121,300.      648,130.      MT  (+/- 180 meters Scaled)
 CK2882
 CK2882                          SUPERSEDED SURVEY CONTROL
 CK2882
 CK2882  NGVD 29 (03/21/89)   12.607  (m)           41.36   (f) ADJUSTED    1 2
 CK2882
 CK2882.Superseded values are not recommended for survey control.
 CK2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2882.See file dsdata.txt to determine how the superseded data were derived.
 CK2882
 CK2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS385432(NAD 83)
 CK2882_MARKER: DB = BENCH MARK DISK
 CK2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2882_SP_SET: CONCRETE POST
 CK2882_STAMPING: VERT 15 013 1983
 CK2882_MARK LOGO: SCGS  
 CK2882_PROJECTION: RECESSED 7 CENTIMETERS
 CK2882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2882
 CK2882  HISTORY     - Date     Condition        Report By
 CK2882  HISTORY     - 1983     MONUMENTED       SCGS
 CK2882  HISTORY     - 20050815 MARK NOT FOUND   SCGS
 CK2882
 CK2882                          STATION DESCRIPTION
 CK2882
 CK2882'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2882'8.2 KM (5.1 MI) EAST FROM WALTERBORO.
 CK2882'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2882'IN WALTERBORO, THENCE 8.0 KILOMETERS (5.0 MILES) EASTERLY ALONG U.S.
 CK2882'HIGHWAY 17 ALTERNATE (WICHMAN STREET), SET NEAR A POWER POLE IN THE
 CK2882'YARD OF A MOBILE HOME, 58.5 METERS (192.0 FEET) WEST OF THE SOUTHWEST
 CK2882'CORNER OF A ONE-STORY BRICK HOUSE ON THE EAST SIDE OF THE MOBILE HOME,
 CK2882'59.7 METERS (196.0 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CK2882'5.0 METERS (16.9 FEET) SOUTH OF A FENCE RUNNING EAST AND WEST,
 CK2882'1.2 METERS (4.2 FEET) EAST OF THE POWER POLE NUMBER 190922.
 CK2882'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2882
 CK2882                          STATION RECOVERY (2005)
 CK2882
 CK2882'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2882'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE AREA DESCRIBED
 CK2882'HAS BEEN CHANGED DUE TO RE-GRADING FOR A PAVED DRIVEWAY AND HOME
 CK2882'CONSTRUCTION, POSSIBLY INTACT, DESCRIPTION NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2883 ***********************************************************************
 CK2883  DESIGNATION -  15 014
 CK2883  PID         -  CK2883
 CK2883  STATE/COUNTY-  SC/COLLETON
 CK2883  USGS QUAD   -  ROUND O (1988)
 CK2883
 CK2883                         *CURRENT SURVEY CONTROL
 CK2883  ___________________________________________________________________
 CK2883* NAD 83(1986)-  32 55 32.     (N)    080 36 05.     (W)     SCALED    
 CK2883* NAVD 88     -        14.447  (meters)      47.40   (feet)  ADJUSTED  
 CK2883  ___________________________________________________________________
 CK2883  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2883  DYNAMIC HT  -          14.431 (meters)      47.35  (feet)  COMP
 CK2883  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 CK2883
 CK2883  VERT ORDER  -  FIRST     CLASS II
 CK2883
 CK2883.The horizontal coordinates were scaled from a topographic map and have
 CK2883.an estimated accuracy of +/- 6 seconds.
 CK2883
 CK2883.The orthometric height was determined by differential leveling
 CK2883.and adjusted by the National Geodetic Survey in June 1991..
 CK2883
 CK2883.The geoid height was determined by GEOID03.
 CK2883
 CK2883.The dynamic height is computed by dividing the NAVD 88
 CK2883.geopotential number by the normal gravity value computed on the
 CK2883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2883.degrees latitude (g = 980.6199 gals.).
 CK2883
 CK2883.The modeled gravity was interpolated from observed gravity values.
 CK2883
 CK2883;                    North         East    Units  Estimated Accuracy
 CK2883;SPC SC       -   121,200.      646,880.      MT  (+/- 180 meters Scaled)
 CK2883
 CK2883                          SUPERSEDED SURVEY CONTROL
 CK2883
 CK2883  NGVD 29 (03/21/89)   14.735  (m)           48.34   (f) ADJUSTED    1 2
 CK2883
 CK2883.Superseded values are not recommended for survey control.
 CK2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2883.See file dsdata.txt to determine how the superseded data were derived.
 CK2883
 CK2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS372431(NAD 83)
 CK2883_MARKER: DD = SURVEY DISK
 CK2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2883_SP_SET: CONCRETE POST
 CK2883_STAMPING: VERT 15 014 1983
 CK2883_MARK LOGO: SCGS  
 CK2883_PROJECTION: FLUSH
 CK2883_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2883+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2883
 CK2883  HISTORY     - Date     Condition        Report By
 CK2883  HISTORY     - 1983     MONUMENTED       SCGS
 CK2883  HISTORY     - 20050816 GOOD             SCGS
 CK2883
 CK2883                          STATION DESCRIPTION
 CK2883
 CK2883'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2883'7.0 KM (4.3 MI) EAST FROM WALTERBORO.
 CK2883'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2883'IN WALTERBORO, THENCE 6.8 KILOMETERS (4.2 MILES) EASTERLY ALONG U.S.
 CK2883'HIGHWAY 17 ALTERNATE (WICHMAN STREET), SET IN THE NORTHEAST ANGLE OF
 CK2883'THE INTERSECTION WITH COUNTY ROAD S-15-65, 18.7 METERS (61.7 FEET)
 CK2883'NORTH OF THE CENTERLINE OF THE HIGHWAY, 16.0 METERS (52.5 FEET) EAST
 CK2883'OF THE CENTERLINE OF THE COUNTY ROAD, 10.2 METERS (33.6 FEET)
 CK2883'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A STEEL GATE, 0.9 METER
 CK2883'(3.0 FEET) WEST-SOUTHWEST OF THE FENCE LINE.
 CK2883'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 CK2883'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2883
 CK2883                          STATION RECOVERY (2005)
 CK2883
 CK2883'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2883'STATION IS LOCATED 4.1 MI (6.6 KM) EAST NORTHEAST OF WALTERBORO, 7.1
 CK2883'MI (11.43 KM) WEST OF COTTAGEVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2883'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2883'(COTTAGEVILLE HIGHWAY/WICHMAN STREET) AND STATE HIGHWAY 64 (ROBERTSON
 CK2883'BOULEVARD), 1.5 MI (2.41 KM) EAST OF WALTERBORO, GO EAST NORTHEAST ON
 CK2883'HIGHWAY 17 ALTERNATE FOR 2.7 MI (4.35 KM) TO THE STATION ON THE LEFT
 CK2883'NEAR A WIRE FENCE LINE IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 CK2883'ROAD 65 (COOLERS DAIRY ROAD). STATION IS A CONCRETE POST FLUSH WITH
 CK2883'THE GROUND AND LEVEL WITH THE HIGHWAY, 62.0 FT (18.9 M) NORTH OF THE
 CK2883'CENTER OF THE HIGHWAY, 53.0 FT (16.2 M) EAST OF THE CENTER OF ROAD 26,
 CK2883'26.4 FT (16.0 M) SOUTH SOUTHEAST OF THE WEST FENCE CORNER POST, 2.6 FT
 CK2883'(0.8 M) SOUTHWEST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2884 ***********************************************************************
 CK2884  DESIGNATION -  15 015
 CK2884  PID         -  CK2884
 CK2884  STATE/COUNTY-  SC/COLLETON
 CK2884  USGS QUAD   -  ROUND O (1988)
 CK2884
 CK2884                         *CURRENT SURVEY CONTROL
 CK2884  ___________________________________________________________________
 CK2884* NAD 83(1986)-  32 55 13.     (N)    080 36 52.     (W)     SCALED    
 CK2884* NAVD 88     -        15.054  (meters)      49.39   (feet)  ADJUSTED  
 CK2884  ___________________________________________________________________
 CK2884  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2884  DYNAMIC HT  -          15.037 (meters)      49.33  (feet)  COMP
 CK2884  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 CK2884
 CK2884  VERT ORDER  -  FIRST     CLASS II
 CK2884
 CK2884.The horizontal coordinates were scaled from a topographic map and have
 CK2884.an estimated accuracy of +/- 6 seconds.
 CK2884
 CK2884.The orthometric height was determined by differential leveling
 CK2884.and adjusted by the National Geodetic Survey in June 1991..
 CK2884
 CK2884.The geoid height was determined by GEOID03.
 CK2884
 CK2884.The dynamic height is computed by dividing the NAVD 88
 CK2884.geopotential number by the normal gravity value computed on the
 CK2884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2884.degrees latitude (g = 980.6199 gals.).
 CK2884
 CK2884.The modeled gravity was interpolated from observed gravity values.
 CK2884
 CK2884;                    North         East    Units  Estimated Accuracy
 CK2884;SPC SC       -   120,610.      645,660.      MT  (+/- 180 meters Scaled)
 CK2884
 CK2884                          SUPERSEDED SURVEY CONTROL
 CK2884
 CK2884  NGVD 29 (03/21/89)   15.341  (m)           50.33   (f) ADJUSTED    1 2
 CK2884
 CK2884.Superseded values are not recommended for survey control.
 CK2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2884.See file dsdata.txt to determine how the superseded data were derived.
 CK2884
 CK2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS360425(NAD 83)
 CK2884_MARKER: DD = SURVEY DISK
 CK2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2884_SP_SET: CONCRETE POST
 CK2884_STAMPING: VERT 15 015 1983
 CK2884_MARK LOGO: SCGS  
 CK2884_PROJECTION: RECESSED 3 CENTIMETERS
 CK2884_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2884+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2884
 CK2884  HISTORY     - Date     Condition        Report By
 CK2884  HISTORY     - 1983     MONUMENTED       SCGS
 CK2884  HISTORY     - 20050816 GOOD             SCGS
 CK2884
 CK2884                          STATION DESCRIPTION
 CK2884
 CK2884'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2884'5.7 KM (3.5 MI) EAST FROM WALTERBORO.
 CK2884'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2884'IN WALTERBORO, THENCE 5.5 KILOMETERS (3.4 MILES) EASTERLY ALONG U.S.
 CK2884'HIGHWAY 17 ALTERNATE (WICHMAN STREET), SET NEAR THE NORTHEAST CORNER
 CK2884'OF THE BEDON BAPTIST CHURCH AT THE INTERSECTION OF COUNTY ROAD
 CK2884'S-15-198, 74.0 METERS (242.7 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE
 CK2884'OF THE HIGHWAY, 47.5 METERS (156.0 FEET) WEST-SOUTHWEST OF THE
 CK2884'APPROXIMATE CENTER OF THE COUNTY ROAD, 1.4 METERS (4.7 FEET)
 CK2884'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 0.7 METER (2.2
 CK2884'FEET) EAST-NORTHEAST OF THE EAST FACE OF THE CHURCH.
 CK2884'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2884
 CK2884                          STATION RECOVERY (2005)
 CK2884
 CK2884'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2884'STATION IS LOCATED 3.3 MI (5.31 KM) EAST NORTHEAST OF WALTERBORO.
 CK2884'OWNERSHIP--BEDON BAPTIST CHURCH, 2410 COTTAGEVILLE HIGHWAY,
 CK2884'WALTERBORO, SC 29488, PHONE 843-538-8144.   TO REACH THE STATION FROM
 CK2884'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (COTTAGEVILLE
 CK2884'HIGHWAY/WICHMAN STREET) AND STATE HIGHWAY 64 (ROBERTSON BOULEVARD),
 CK2884'1.5 MI (2.41 KM) EAST OF WALTERBORO, GO EAST NORTHEAST ON HIGHWAY 17
 CK2884'ALTERNATE FOR 1.8 MI (2.9 KM) MI (2.9 KM) TO THE STATION ON THE RIGHT
 CK2884'NEAR THE NORTHEAST CORNER OF THE BEDON BAPTIST CHURCH IN THE NORTHWEST
 CK2884'ANGLE OF THE JUNCTION OF STATE ROAD 198. STATION IS A CONCRETE POST
 CK2884'RECESSED 0.1 FT (0.0 M) AND LEVEL WITH THE SIDEWALKS, 5.0 FT (1.5 M)
 CK2884'SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 156.0 FT (47.5 M)
 CK2884'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 245.0 FT (74.7 M) SOUTH
 CK2884'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 5.5 FT (1.7 M) SOUTH SOUTHEAST
 CK2884'OF THE SOUTH EDGE OF A CONCRETE SIDEWALK LEADING TO THE FRONT OF THE
 CK2884'CHURCH, 3.0 FT (0.9 M) EAST NORTHEAST OF THE EAST FACE OF THE CHURCH.
 CK2884'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2885 ***********************************************************************
 CK2885  DESIGNATION -  15 016
 CK2885  PID         -  CK2885
 CK2885  STATE/COUNTY-  SC/COLLETON
 CK2885  USGS QUAD   -  WALTERBORO (1988)
 CK2885
 CK2885                         *CURRENT SURVEY CONTROL
 CK2885  ___________________________________________________________________
 CK2885* NAD 83(1986)-  32 55 06.     (N)    080 37 48.     (W)     SCALED    
 CK2885* NAVD 88     -        24.771  (meters)      81.27   (feet)  ADJUSTED  
 CK2885  ___________________________________________________________________
 CK2885  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2885  DYNAMIC HT  -          24.744 (meters)      81.18  (feet)  COMP
 CK2885  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 CK2885
 CK2885  VERT ORDER  -  FIRST     CLASS II
 CK2885
 CK2885.The horizontal coordinates were scaled from a topographic map and have
 CK2885.an estimated accuracy of +/- 6 seconds.
 CK2885
 CK2885.The orthometric height was determined by differential leveling
 CK2885.and adjusted by the National Geodetic Survey in June 1991..
 CK2885
 CK2885.The geoid height was determined by GEOID03.
 CK2885
 CK2885.The dynamic height is computed by dividing the NAVD 88
 CK2885.geopotential number by the normal gravity value computed on the
 CK2885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2885.degrees latitude (g = 980.6199 gals.).
 CK2885
 CK2885.The modeled gravity was interpolated from observed gravity values.
 CK2885
 CK2885;                    North         East    Units  Estimated Accuracy
 CK2885;SPC SC       -   120,390.      644,210.      MT  (+/- 180 meters Scaled)
 CK2885
 CK2885                          SUPERSEDED SURVEY CONTROL
 CK2885
 CK2885  NGVD 29 (03/21/89)   25.058  (m)           82.21   (f) ADJUSTED    1 2
 CK2885
 CK2885.Superseded values are not recommended for survey control.
 CK2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2885.See file dsdata.txt to determine how the superseded data were derived.
 CK2885
 CK2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS345422(NAD 83)
 CK2885_MARKER: DD = SURVEY DISK
 CK2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2885_SP_SET: CONCRETE POST
 CK2885_STAMPING: VERT 15 016 1983
 CK2885_MARK LOGO: SCGS  
 CK2885_PROJECTION: RECESSED 5 CENTIMETERS
 CK2885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2885+STABILITY: SURFACE MOTION
 CK2885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2885+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2885
 CK2885  HISTORY     - Date     Condition        Report By
 CK2885  HISTORY     - 1983     MONUMENTED       SCGS
 CK2885  HISTORY     - 19950214 GOOD             SCGS
 CK2885  HISTORY     - 20050816 GOOD             SCGS
 CK2885
 CK2885                          STATION DESCRIPTION
 CK2885
 CK2885'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2885'4.1 KM (2.55 MI) EAST FROM WALTERBORO.
 CK2885'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2885'IN WALTERBORO, THENCE 3.9 KILOMETERS (2.45 MILES) EASTERLY ALONG U.S.
 CK2885'HIGHWAY 17 ALTERNATE (WICHMAN STREET), SET NEAR THE SOUTHEAST CORNER
 CK2885'OF A CHAIN LINK  FENCE THAT SURROUNDS THE PLUMBERS FRIEND SUPPLY
 CK2885'COMPANY, 39.3 METERS (129.0 FEET) SOUTHEAST OF THE SOUTH CORNER OF THE
 CK2885'BRICK BUILDING USED AS AN OFFICE, 38.7 METERS (127.0 FEET) EAST OF THE
 CK2885'SOUTHEAST CORNER OF AN ALUMINUM BUILDING USED FOR STORAGE, 38.3 METERS
 CK2885'(125.5 FEET) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 17 ALTERNATE,
 CK2885'1.3 METERS (4.3 FEET) SOUTHWEST OF THE CHAIN LINK FENCE RUNNING
 CK2885'NORTHWEST AND SOUTHEAST, 27.4 METERS (90.0 FEET) NORTHEAST OF THE
 CK2885'APPROXIMATE CENTER OF THE DRIVEWAY.
 CK2885'THE MARK IS 0.30 M BELOW HIGHWAY.
 CK2885
 CK2885                          STATION RECOVERY (1995)
 CK2885
 CK2885'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2885'STATION IS LOCATED 2.5 MILES (4.0 KM) NORTHEAST OF WALTERBORO.
 CK2885'OWNERSHIP--PLUMBERS FRIEND SUPPLY.  TO REACH THE STATION FROM THE
 CK2885'JUNCTION OF U.S.  HIGHWAY 17 ALTERNATE AND U.S.  HIGHWAY 15 (JEFFERIES
 CK2885'BOULEVARD) IN WALTERBORO, GO EAST ON HIGHWAY 17 ALTERNATE FOR 2.55
 CK2885'MILES (4.10 KM) TO THE STATION ON THE LEFT IN A FENCED IN AREA
 CK2885'SURROUNDING A GROUP OF BUILDINGS (PLUMBERS FRIEND SUPPLY) ON THE
 CK2885'NORTHWEST SIDE OF THE FORK JUNCTION OF STATE ROAD 21.  STATION IS A
 CK2885'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW
 CK2885'THE HIGHWAY, 125.2 FEET (38.2 M) SOUTH SOUTHEAST OF THE EAST CORNER OF
 CK2885'THE BRICK BUILDING, 123.0 FEET (37.5 M) NORTH NORTHWEST OF THE CENTER
 CK2885'OF THE HIGHWAY, 81.6 FEET (24.9 M) NORTHEAST OF THE NORTHEAST GATE
 CK2885'POST AT SAND DRIVE, 4.4 FEET (1.3 M) WEST SOUTHWEST OF A FENCE LINE.
 CK2885'RECOVERED BY R.W.  ROBERTS.
 CK2885
 CK2885                          STATION RECOVERY (2005)
 CK2885
 CK2885'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2885'THE STATION IS LOCATED 2.4 MI (3.86 KM) EAST NORTHEAST OF WALTERBORO.
 CK2885'OWNERSHIP--PLUMBERS FRIEND SUPPLY, 105 SIDNEYS ROAD, WALTERBORO, SC
 CK2885'29488, PHONE 843-538-5817.   TO REACH THE STATION FROM THE JUNCTION OF
 CK2885'U.S. HIGHWAY 17 ALTERNATE (COTTAGEVILLE HIGHWAY/WICHMAN STREET) AND
 CK2885'STATE HIGHWAY 64 (ROBERTSON BOULEVARD), 1.5 MI (2.41 KM) EAST OF
 CK2885'WALTERBORO, GO EAST NORTHEAST ON HIGHWAY 17 ALTERNATE FOR 1.0 MI (1.61
 CK2885'KM) TO THE STATION ON THE LEFT INSIDE A FENCED AREA AT PLUMBERS FRIEND
 CK2885'SUPPLY COMPANY AND NEAR A CHAIN LINK FENCE CORNER POST BETWEEN THE
 CK2885'MAIN ENCLOSED AREA AND AN EMPLOYEE PARKING LOT IN THE WEST ANGLE OF
 CK2885'THE JUNCTION OF STATE ROAD 21 (SIDNEYS ROAD). STATION IS A CONCRETE
 CK2885'POST RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE HIGHWAY, 123.0 FT
 CK2885'(37.5 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 5.1 FT (1.6 M)
 CK2885'WEST OF A THE CHAIN LINK FENCE CORNER POST, 46.0 FT (14.0 M) WEST
 CK2885'SOUTHWEST OF THE SOUTHWEST END OF A 2.0-FOOT CONCRETE PIPE CULVERT
 CK2885'BENEATH THE DRIVE TO THE EMPLOYEE PARKING LOT, 3.8 FT (1.2 M)
 CK2885'NORTHWEST OF A CHAIN LINK FENCE ALONG THE HIGHWAY SIDE OF THE
 CK2885'BUSINESS, 71.0 FT (21.6 M) NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX
 CK2885'A/36R/23, 86.7 FT (26.4 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER
 CK2885'221603 WITH TWO GUY WIRES, A SECURITY LIGHT AND A TRANSFORMER.
 CK2885'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2886 ***********************************************************************
 CK2886  DESIGNATION -  15 017
 CK2886  PID         -  CK2886
 CK2886  STATE/COUNTY-  SC/COLLETON
 CK2886  USGS QUAD   -  WALTERBORO (1988)
 CK2886
 CK2886                         *CURRENT SURVEY CONTROL
 CK2886  ___________________________________________________________________
 CK2886* NAD 83(1986)-  32 54 42.     (N)    080 38 34.     (W)     SCALED    
 CK2886* NAVD 88     -        23.203  (meters)      76.13   (feet)  ADJUSTED  
 CK2886  ___________________________________________________________________
 CK2886  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2886  DYNAMIC HT  -          23.178 (meters)      76.04  (feet)  COMP
 CK2886  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 CK2886
 CK2886  VERT ORDER  -  FIRST     CLASS II
 CK2886
 CK2886.The horizontal coordinates were scaled from a topographic map and have
 CK2886.an estimated accuracy of +/- 6 seconds.
 CK2886
 CK2886.The orthometric height was determined by differential leveling
 CK2886.and adjusted by the National Geodetic Survey in June 1991..
 CK2886
 CK2886.The geoid height was determined by GEOID03.
 CK2886
 CK2886.The dynamic height is computed by dividing the NAVD 88
 CK2886.geopotential number by the normal gravity value computed on the
 CK2886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2886.degrees latitude (g = 980.6199 gals.).
 CK2886
 CK2886.The modeled gravity was interpolated from observed gravity values.
 CK2886
 CK2886;                    North         East    Units  Estimated Accuracy
 CK2886;SPC SC       -   119,650.      643,010.      MT  (+/- 180 meters Scaled)
 CK2886
 CK2886                          SUPERSEDED SURVEY CONTROL
 CK2886
 CK2886  NGVD 29 (03/21/89)   23.490  (m)           77.07   (f) ADJUSTED    1 2
 CK2886
 CK2886.Superseded values are not recommended for survey control.
 CK2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2886.See file dsdata.txt to determine how the superseded data were derived.
 CK2886
 CK2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS334415(NAD 83)
 CK2886_MARKER: DD = SURVEY DISK
 CK2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2886_SP_SET: CONCRETE POST
 CK2886_STAMPING: VERT 15 017 1983
 CK2886_MARK LOGO: SCGS  
 CK2886_PROJECTION: RECESSED 5 CENTIMETERS
 CK2886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2886+STABILITY: SURFACE MOTION
 CK2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2886+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2886
 CK2886  HISTORY     - Date     Condition        Report By
 CK2886  HISTORY     - 1983     MONUMENTED       SCGS
 CK2886  HISTORY     - 19950214 GOOD             SCGS
 CK2886  HISTORY     - 20050815 GOOD             SCGS
 CK2886
 CK2886                          STATION DESCRIPTION
 CK2886
 CK2886'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2886'3.1 KM (1.9 MI) EAST FROM WALTERBORO.
 CK2886'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2886'IN WALTERBORO, THENCE 2.9 KILOMETERS (1.8 MILES) EASTERLY ALONG U.S.
 CK2886'HIGHWAY 17 ALTERNATE (WICHMAN STREET), SET NEAR THE SOUTHWEST CORNER
 CK2886'OF THE WALTERBORO NATIONAL GUARD ARMORY BUILDING, 103.2 METERS (338.8
 CK2886'FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.8 METERS (29.1
 CK2886'FEET) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE ARMORY BUILDING,
 CK2886'29.0 METERS (95.3 FEET) NORTH-NORTHWEST OF A STREET LIGHT IN THE
 CK2886'MIDDLE OF THE PARKING LOT, 6.9 METERS (22.7 FEET) SOUTHEAST OF THE
 CK2886'APPROXIMATE CENTER OF A PAVED DRIVE LEADING INTO THE BUILDING.
 CK2886'THE MARK IS 0.20 M ABOVE PARKING LOT.
 CK2886
 CK2886                          STATION RECOVERY (1995)
 CK2886
 CK2886'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2886'STATION IS LOCATED 1.9 MILES (3.1 KM) EAST NORTHEAST OF WALTERBORO.
 CK2886'OWNERSHIP--NATIONAL GUARD ARMORY.  TO REACH THE STATION FROM THE
 CK2886'JUNCTION OF U.S.  HIGHWAY 17 ALTERNATE AND U.S.  HIGHWAY 15 (JEFFERIES
 CK2886'BOULEVARD) IN WALTERBORO, GO EAST ON HIGHWAY 17 ALTERNATE FOR 1.75
 CK2886'MILES (2.82 KM) TO THE JUNCTION OF STATE ROAD 427 (AIRPORT ENTRANCE) ,
 CK2886'CONTINUE ON HIGHWAY 17 ALTERNATE FOR 0.15 MILE (0.24 KM) TO THE PAVED
 CK2886'ENTRANCE DRIVE LEFT TO A LARGE BRICK BUILDING (NATIONAL GUARD ARMORY)
 CK2886', TURN LEFT ON THE DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 CK2886'RIGHT NEAR THE SIDEWALK BY THE BRICK BUILDING. STATION IS A CONCRETE
 CK2886'POST RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE
 CK2886'SIDEWALK, 23.8 FEET (7.3 M) SOUTHEAST OF THE CENTER OF THE DRIVEWAY
 CK2886'ENTERING THE SOUTHWEST SIDE OF THE BUILDING, 4.0 FEET (1.2 M)
 CK2886'SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING, 1.0 FOOT (0.3 M)
 CK2886'NORTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK, 29.1 FEET (8.9 M)
 CK2886'NORTHWEST OF THE SOUTH CORNER OF THE BUILDING. RECOVERED BY R.W.
 CK2886'ROBERTS.
 CK2886
 CK2886                          STATION RECOVERY (2005)
 CK2886
 CK2886'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2886'STATION IS LOCATED 1.8 MI (2.9 KM) EAST NORTHEAST OF WALTERBORO.
 CK2886'OWNERSHIP--SOUTH CAROLINA NATIONAL GUARD ARMORY, 849 COTTAGEVILLE
 CK2886'HIGHWAY, WALTERBORO, SC 29488, PHONE 843-909-0154. TO REACH THE
 CK2886'STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (COTTAGEVILLE
 CK2886'HIGHWAY/WICHMAN STREET) AND STATE HIGHWAY 64 (ROBERTSON BOULEVARD),
 CK2886'1.5 MI (2.41 KM) EAST OF WALTERBORO, GO EAST NORTHEAST ON HIGHWAY 17
 CK2886'ALTERNATE FOR 0.3 MI (0.48 KM) TO AN ENTRANCE ROAD LEFT LEADING TO THE
 CK2886'SOUTH CAROLINA NATIONAL GUARD ARMORY, TURN LEFT ON THE ENTRANCE ROAD
 CK2886'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT NEAR A MAIL BOX POST
 CK2886'AND A CONCRETE SIDEWALK ON THE SOUTHWEST SIDE OF THE BRICK BUILDING.
 CK2886'STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE
 CK2886'SIDEWALK, 1.0 FT (0.3 M) NORTHEAST OF THE NORTH CORNER OF THE
 CK2886'SIDEWALK, 11.3 FT (3.4 M) SOUTHEAST OF THE MAIL BOX POST, 12.7 FT (3.9
 CK2886'M) SOUTH SOUTHEAST OF THE WEST CORNER OF THE FRONT WING OF THE BRICK
 CK2886'BUILDING, 29.0 FT (8.8 M) WEST NORTHWEST OF THE SOUTH CORNER OF THE
 CK2886'FRONT WING OF THE BRICK BUILDING. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2928 ***********************************************************************
 CK2928  DESIGNATION -  15 018
 CK2928  PID         -  CK2928
 CK2928  STATE/COUNTY-  SC/COLLETON
 CK2928  USGS QUAD   -  GREEN POND (1988)
 CK2928
 CK2928                         *CURRENT SURVEY CONTROL
 CK2928  ___________________________________________________________________
 CK2928* NAD 83(1986)-  32 44 43.     (N)    080 37 04.     (W)     SCALED    
 CK2928* NAVD 88     -         4.877  (meters)      16.00   (feet)  ADJUSTED  
 CK2928  ___________________________________________________________________
 CK2928  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2928  DYNAMIC HT  -           4.872 (meters)      15.98  (feet)  COMP
 CK2928  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 CK2928
 CK2928  VERT ORDER  -  FIRST     CLASS II
 CK2928
 CK2928.The horizontal coordinates were scaled from a topographic map and have
 CK2928.an estimated accuracy of +/- 6 seconds.
 CK2928
 CK2928.The orthometric height was determined by differential leveling
 CK2928.and adjusted by the National Geodetic Survey in June 1991..
 CK2928
 CK2928.The geoid height was determined by GEOID03.
 CK2928
 CK2928.The dynamic height is computed by dividing the NAVD 88
 CK2928.geopotential number by the normal gravity value computed on the
 CK2928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2928.degrees latitude (g = 980.6199 gals.).
 CK2928
 CK2928.The modeled gravity was interpolated from observed gravity values.
 CK2928
 CK2928;                    North         East    Units  Estimated Accuracy
 CK2928;SPC SC       -   101,200.      645,420.      MT  (+/- 180 meters Scaled)
 CK2928
 CK2928                          SUPERSEDED SURVEY CONTROL
 CK2928
 CK2928  NGVD 29 (03/21/89)    5.156  (m)           16.92   (f) ADJUSTED    1 2
 CK2928
 CK2928.Superseded values are not recommended for survey control.
 CK2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2928.See file dsdata.txt to determine how the superseded data were derived.
 CK2928
 CK2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS358231(NAD 83)
 CK2928_MARKER: DD = SURVEY DISK
 CK2928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2928_SP_SET: CONCRETE POST
 CK2928_STAMPING: VERT 15 018 1983
 CK2928_MARK LOGO: SCGS  
 CK2928_PROJECTION: RECESSED 5 CENTIMETERS
 CK2928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2928+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CK2928
 CK2928  HISTORY     - Date     Condition        Report By
 CK2928  HISTORY     - 1983     MONUMENTED       SCGS
 CK2928  HISTORY     - 20050712 GOOD             SCGS
 CK2928
 CK2928                          STATION DESCRIPTION
 CK2928
 CK2928'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2928'1.5 KM (0.95 MI) NORTH FROM GREENPOND.
 CK2928'1.5 KILOMETERS (0.95 MILE) NORTH-NORTHWEST ALONG STATE HIGHWAY 303
 CK2928'FROM THE POST OFFICE IN GREEN POND, SET NEAR A POWER POLE WITH POWER
 CK2928'LINES CROSSING THE HIGHWAY AT MILE MARKER 430, 11.6 METERS (38.0 FEET)
 CK2928'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.4 METERS (21.0
 CK2928'FEET) WEST-NORTHWEST OF A DOUBLE TRUNK 24-INCH OAK TREE, 2.9 METERS
 CK2928'(9.7 FEET) NORTHEAST OF POWER POLE NUMBER 46157 AND 50, 5.8 METERS
 CK2928'(19.5 FEET) NORTH OF A TELEPHONE JUNCTION BOX NUMBER 319LP9A88.
 CK2928'THE MARK IS 0.90 METERS  SSE FROM A WITNESS POST.
 CK2928'THE MARK IS 0.30 M BELOW HIGHWAY.
 CK2928
 CK2928                          STATION RECOVERY (2005)
 CK2928
 CK2928'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2928'STATION IS LOCATED 1.0 MI (1.61 KM) NORTH NORTHWEST OF GREEN POND,
 CK2928'11.4 MI (18.35 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK2928'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2928'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2928'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK2928'1.35 MI (2.17 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTH NORTHEAST ON
 CK2928'HIGHWAY 303 FOR 2.45 MI (3.94 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2928'POWER POLE AT THE SOUTHWEST CHAIN LINK FENCE CORNER POST FOR A BRICK
 CK2928'HOUSE NUMBER 11233. STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1 M)
 CK2928'AND LEVEL WITH THE HIGHWAY, 38.0 FT (11.6 M) EAST OF THE CENTER OF THE
 CK2928'HIGHWAY, 9.3 FT (2.8 M) SOUTHEAST OF THE CHAIN LINK FENCE CORNER POST,
 CK2928'9.3 FT (2.8 M) NORTHEAST OF THE POWER POLE NUMBER 46157/100, 19.6 FT
 CK2928'(14074.7 M) NORTH OF A TELEPHONE JUNCTION BOX A/88, 1.5 FT (0.5 M)
 CK2928'WEST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2927 ***********************************************************************
 CK2927  DESIGNATION -  15 019
 CK2927  PID         -  CK2927
 CK2927  STATE/COUNTY-  SC/COLLETON
 CK2927  USGS QUAD   -  HENDERSONVILLE (1988)
 CK2927
 CK2927                         *CURRENT SURVEY CONTROL
 CK2927  ___________________________________________________________________
 CK2927* NAD 83(1986)-  32 48 15.     (N)    080 38 05.     (W)     SCALED    
 CK2927* NAVD 88     -         5.144  (meters)      16.88   (feet)  ADJUSTED  
 CK2927  ___________________________________________________________________
 CK2927  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2927  DYNAMIC HT  -           5.139 (meters)      16.86  (feet)  COMP
 CK2927  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 CK2927
 CK2927  VERT ORDER  -  FIRST     CLASS II
 CK2927
 CK2927.The horizontal coordinates were scaled from a topographic map and have
 CK2927.an estimated accuracy of +/- 6 seconds.
 CK2927
 CK2927.The orthometric height was determined by differential leveling
 CK2927.and adjusted by the National Geodetic Survey in June 1991..
 CK2927
 CK2927.The geoid height was determined by GEOID03.
 CK2927
 CK2927.The dynamic height is computed by dividing the NAVD 88
 CK2927.geopotential number by the normal gravity value computed on the
 CK2927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2927.degrees latitude (g = 980.6199 gals.).
 CK2927
 CK2927.The modeled gravity was interpolated from observed gravity values.
 CK2927
 CK2927;                    North         East    Units  Estimated Accuracy
 CK2927;SPC SC       -   107,730.      643,810.      MT  (+/- 180 meters Scaled)
 CK2927
 CK2927                          SUPERSEDED SURVEY CONTROL
 CK2927
 CK2927  NGVD 29 (03/21/89)    5.426  (m)           17.80   (f) ADJUSTED    1 2
 CK2927
 CK2927.Superseded values are not recommended for survey control.
 CK2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2927.See file dsdata.txt to determine how the superseded data were derived.
 CK2927
 CK2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS341296(NAD 83)
 CK2927_MARKER: DB = BENCH MARK DISK
 CK2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2927_SP_SET: CONCRETE POST
 CK2927_STAMPING: VERT 15 019 1983
 CK2927_MARK LOGO: SCGS  
 CK2927_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2927
 CK2927  HISTORY     - Date     Condition        Report By
 CK2927  HISTORY     - 1983     MONUMENTED       SCGS
 CK2927  HISTORY     - 20050817 MARK NOT FOUND   SCGS
 CK2927
 CK2927                          STATION DESCRIPTION
 CK2927
 CK2927'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2927'8.4 KM (5.2 MI) NORTH FROM GREEN POND.
 CK2927'8.4 KILOMETERS (5.2 MILES) NORTH-NORTHWEST ALONG STATE HIGHWAY 303
 CK2927'FROM THE POST OFFICE IN GREEN POND, SET IN A CLUSTER OF A FEW DOUBLE
 CK2927'TRUNKED OAK TREES IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A
 CK2927'FIELD ACCESS ROAD, 10.7 METERS (35.5 FEET) EAST-NORTHEAST OF THE
 CK2927'CENTERLINE OF THE HIGHWAY, 10.1 METERS (33.0 FEET) SOUTH-SOUTHEAST OF
 CK2927'THE APPROXIMATE CENTER OF THE FIELD ACCESS ROAD, 1.9 METERS (6.5 FEET)
 CK2927'NORTH-NORTHWEST OF A BLAZED DOUBLE TRUNK OAK TREE.
 CK2927'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 CK2927'THE MARK IS 0.30 M BELOW HIGHWAY.
 CK2927
 CK2927                          STATION RECOVERY (2005)
 CK2927
 CK2927'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2927'A 20 MINUTE SEARCH REVEALED A BROKEN CONCRETE POST WITH THE STEM OF
 CK2927'THE DISK EMBEDDED, NO DISK WAS FOUND, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2926 ***********************************************************************
 CK2926  DESIGNATION -  15 020
 CK2926  PID         -  CK2926
 CK2926  STATE/COUNTY-  SC/COLLETON
 CK2926  USGS QUAD   -  HENDERSONVILLE (1988)
 CK2926
 CK2926                         *CURRENT SURVEY CONTROL
 CK2926  ___________________________________________________________________
 CK2926* NAD 83(1986)-  32 49 01.     (N)    080 38 18.     (W)     SCALED    
 CK2926* NAVD 88     -        14.286  (meters)      46.87   (feet)  ADJUSTED  
 CK2926  ___________________________________________________________________
 CK2926  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2926  DYNAMIC HT  -          14.270 (meters)      46.82  (feet)  COMP
 CK2926  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 CK2926
 CK2926  VERT ORDER  -  FIRST     CLASS II
 CK2926
 CK2926.The horizontal coordinates were scaled from a topographic map and have
 CK2926.an estimated accuracy of +/- 6 seconds.
 CK2926
 CK2926.The orthometric height was determined by differential leveling
 CK2926.and adjusted by the National Geodetic Survey in June 1991..
 CK2926
 CK2926.The geoid height was determined by GEOID03.
 CK2926
 CK2926.The dynamic height is computed by dividing the NAVD 88
 CK2926.geopotential number by the normal gravity value computed on the
 CK2926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2926.degrees latitude (g = 980.6199 gals.).
 CK2926
 CK2926.The modeled gravity was interpolated from observed gravity values.
 CK2926
 CK2926;                    North         East    Units  Estimated Accuracy
 CK2926;SPC SC       -   109,140.      643,470.      MT  (+/- 180 meters Scaled)
 CK2926
 CK2926                          SUPERSEDED SURVEY CONTROL
 CK2926
 CK2926  NGVD 29 (03/21/89)   14.568  (m)           47.80   (f) ADJUSTED    1 2
 CK2926
 CK2926.Superseded values are not recommended for survey control.
 CK2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2926.See file dsdata.txt to determine how the superseded data were derived.
 CK2926
 CK2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS338310(NAD 83)
 CK2926_MARKER: DB = BENCH MARK DISK
 CK2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2926_SP_SET: CONCRETE POST
 CK2926_STAMPING: VERT 15 020 1983
 CK2926_MARK LOGO: SCGS  
 CK2926_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2926
 CK2926  HISTORY     - Date     Condition        Report By
 CK2926  HISTORY     - 1983     MONUMENTED       SCGS
 CK2926  HISTORY     - 20050817 MARK NOT FOUND   SCGS
 CK2926
 CK2926                          STATION DESCRIPTION
 CK2926
 CK2926'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2926'9.8 KM (6.1 MI) NORTH FROM GREEN POND.
 CK2926'9.8 KILOMETERS (6.1 MILES) NORTH-NORTHWEST ALONG STATE HIGHWAY 303
 CK2926'FROM THE POST OFFICE IN GREEN POND, THIS MARK MAY ALSO BE REACHED BY
 CK2926'GOING 0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST
 CK2926'OFFICE IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG
 CK2926'U.S. HIGHWAY 17 (WICHMAN STREET), THENCE 0.5 KILOMETER (0.35 MILE)
 CK2926'SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE (JEFFERIES BOULEVARD)
 CK2926'TOWARDS INTERSTATE 95, THENCE 9.8 KILOMETERS (6.15 MILES) SOUTHEAST
 CK2926'ALONG STATE HIGHWAY 303, SET NEAR AN 18 BLAZED PINE TREE, 11.6 METERS
 CK2926'(38.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 2.6 METERS (8.8
 CK2926'FEET) SOUTH OF THE 18-INCH BLAZED PINE TREE, 6.1 METERS (20.2 FEET)
 CK2926'WEST-SOUTHWEST OF A 12-INCH BLAZED PINE TREE.
 CK2926'THE MARK IS 0.70 METERS  N FROM A WITNESS POST.
 CK2926'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2926
 CK2926                          STATION RECOVERY (2005)
 CK2926
 CK2926'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2926'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE AREA DESCRIBED
 CK2926'HAS CHANGED DUE TO HARVESTING OF PINE TREES AND LAYING A NEW WATER
 CK2926'LINE AT THE SITE, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2925 ***********************************************************************
 CK2925  DESIGNATION -  15 021
 CK2925  PID         -  CK2925
 CK2925  STATE/COUNTY-  SC/COLLETON
 CK2925  USGS QUAD   -  HENDERSONVILLE (1988)
 CK2925
 CK2925                         *CURRENT SURVEY CONTROL
 CK2925  ___________________________________________________________________
 CK2925* NAD 83(1986)-  32 49 59.     (N)    080 38 36.     (W)     SCALED    
 CK2925* NAVD 88     -        12.688  (meters)      41.63   (feet)  ADJUSTED  
 CK2925  ___________________________________________________________________
 CK2925  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2925  DYNAMIC HT  -          12.674 (meters)      41.58  (feet)  COMP
 CK2925  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 CK2925
 CK2925  VERT ORDER  -  FIRST     CLASS II
 CK2925
 CK2925.The horizontal coordinates were scaled from a topographic map and have
 CK2925.an estimated accuracy of +/- 6 seconds.
 CK2925
 CK2925.The orthometric height was determined by differential leveling
 CK2925.and adjusted by the National Geodetic Survey in June 1991..
 CK2925
 CK2925.The geoid height was determined by GEOID03.
 CK2925
 CK2925.The dynamic height is computed by dividing the NAVD 88
 CK2925.geopotential number by the normal gravity value computed on the
 CK2925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2925.degrees latitude (g = 980.6199 gals.).
 CK2925
 CK2925.The modeled gravity was interpolated from observed gravity values.
 CK2925
 CK2925;                    North         East    Units  Estimated Accuracy
 CK2925;SPC SC       -   110,930.      642,990.      MT  (+/- 180 meters Scaled)
 CK2925
 CK2925                          SUPERSEDED SURVEY CONTROL
 CK2925
 CK2925  NGVD 29 (03/21/89)   12.972  (m)           42.56   (f) ADJUSTED    1 2
 CK2925
 CK2925.Superseded values are not recommended for survey control.
 CK2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2925.See file dsdata.txt to determine how the superseded data were derived.
 CK2925
 CK2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS333328(NAD 83)
 CK2925_MARKER: DB = BENCH MARK DISK
 CK2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2925_SP_SET: CONCRETE POST
 CK2925_STAMPING: VERT 15 021 1983
 CK2925_MARK LOGO: SCGS  
 CK2925_PROJECTION: RECESSED 7 CENTIMETERS
 CK2925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2925
 CK2925  HISTORY     - Date     Condition        Report By
 CK2925  HISTORY     - 1983     MONUMENTED       SCGS
 CK2925  HISTORY     - 20050817 MARK NOT FOUND   SCGS
 CK2925
 CK2925                          STATION DESCRIPTION
 CK2925
 CK2925'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2925'7.7 KM (4.8 MI) SE FROM WALTERBORO.
 CK2925'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2925'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2925'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.5 KILOMETER (0.35
 CK2925'MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE (JEFFRIES BOULEVARD)
 CK2925'TOWARDS INTERSTATE 95, THENCE 7.9 KILOMETERS (4.95 MILES) SOUTHEAST
 CK2925'ALONG STATE HIGHWAY 303, SET NEAR A POWER POLE ON THE SOUTH SIDE OF A
 CK2925'SMALL GENERAL STORE, 29.1 METERS (95.6 FEET) SOUTH-SOUTHEAST OF THE
 CK2925'BRICK CHIMNEY ON THE SOUTH SIDE OF THE STORE, 14.3 METERS (47.0 FEET)
 CK2925'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.5 METERS (51.0
 CK2925'FEET) NORTH-NORTHWEST OF A BLAZED 24-INCH OAK TREE, 1.0 METERS (3.3
 CK2925'FEET) SOUTH-SOUTHEAST OF POWER POLE NUMBER 21206.
 CK2925'THE MARK IS 0.90 M BELOW HIGHWAY.
 CK2925
 CK2925                          STATION RECOVERY (2005)
 CK2925
 CK2925'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2925'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE AREA DESCRIBED
 CK2925'HAS CHANGED DUE TO INSTALLATION OF SEVERAL WELL MONITORING STATIONS,
 CK2925'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2924 ***********************************************************************
 CK2924  DESIGNATION -  15 022
 CK2924  PID         -  CK2924
 CK2924  STATE/COUNTY-  SC/COLLETON
 CK2924  USGS QUAD   -  HENDERSONVILLE (1988)
 CK2924
 CK2924                         *CURRENT SURVEY CONTROL
 CK2924  ___________________________________________________________________
 CK2924* NAD 83(1986)-  32 50 36.     (N)    080 38 47.     (W)     SCALED    
 CK2924* NAVD 88     -        12.161  (meters)      39.90   (feet)  ADJUSTED  
 CK2924  ___________________________________________________________________
 CK2924  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2924  DYNAMIC HT  -          12.148 (meters)      39.86  (feet)  COMP
 CK2924  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 CK2924
 CK2924  VERT ORDER  -  FIRST     CLASS II
 CK2924
 CK2924.The horizontal coordinates were scaled from a topographic map and have
 CK2924.an estimated accuracy of +/- 6 seconds.
 CK2924
 CK2924.The orthometric height was determined by differential leveling
 CK2924.and adjusted by the National Geodetic Survey in June 1991..
 CK2924
 CK2924.The geoid height was determined by GEOID03.
 CK2924
 CK2924.The dynamic height is computed by dividing the NAVD 88
 CK2924.geopotential number by the normal gravity value computed on the
 CK2924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2924.degrees latitude (g = 980.6199 gals.).
 CK2924
 CK2924.The modeled gravity was interpolated from observed gravity values.
 CK2924
 CK2924;                    North         East    Units  Estimated Accuracy
 CK2924;SPC SC       -   112,070.      642,700.      MT  (+/- 180 meters Scaled)
 CK2924
 CK2924                          SUPERSEDED SURVEY CONTROL
 CK2924
 CK2924  NGVD 29 (03/21/89)   12.445  (m)           40.83   (f) ADJUSTED    1 2
 CK2924
 CK2924.Superseded values are not recommended for survey control.
 CK2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2924.See file dsdata.txt to determine how the superseded data were derived.
 CK2924
 CK2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS330339(NAD 83)
 CK2924_MARKER: DB = BENCH MARK DISK
 CK2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2924_SP_SET: CONCRETE POST
 CK2924_STAMPING: VERT 15 022 1983
 CK2924_MARK LOGO: SCGS  
 CK2924_PROJECTION: RECESSED 7 CENTIMETERS
 CK2924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2924
 CK2924  HISTORY     - Date     Condition        Report By
 CK2924  HISTORY     - 1983     MONUMENTED       SCGS
 CK2924  HISTORY     - 20050817 MARK NOT FOUND   SCGS
 CK2924
 CK2924                          STATION DESCRIPTION
 CK2924
 CK2924'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2924'6.5 KM (4.05 MI) SE FROM WALTERBORO.
 CK2924'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2924'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2924'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.5 KILOMETER (0.35
 CK2924'MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE (JEFFRIES BOULEVARD)
 CK2924'TOWARDS INTERSTATE 95, THENCE 6.8 KILOMETERS (4.2 MILES) SOUTHEAST
 CK2924'ALONG STATE HIGHWAY 303, SET NEAR THE CORNER OF A WIRE FENCE ACROSS
 CK2924'FROM RAIL ROAD MILE MARKER 437, 32.2 METERS (105.7 FEET)
 CK2924'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE-STORY HOUSE,
 CK2924'12.0 METERS (39.8 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 CK2924'HIGHWAY, 5.0 METERS (16.5 FEET) SOUTH-SOUTHEAST OF POWER POLE 88477,
 CK2924'1.3 METERS (4.3 FEET) EAST NORTHEAST OF THE FENCE CORNER.
 CK2924'THE MARK IS 1.00 M ABOVE HIGHWAY.
 CK2924
 CK2924                          STATION RECOVERY (2005)
 CK2924
 CK2924'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2924'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, AREA CHANGED DUE TO
 CK2924'REMOVAL OF A WIRE FENCE THAT WAS REPLACED WITH A WOODEN FENCE LINE,
 CK2924'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2923 ***********************************************************************
 CK2923  DESIGNATION -  15 023
 CK2923  PID         -  CK2923
 CK2923  STATE/COUNTY-  SC/COLLETON
 CK2923  USGS QUAD   -  HENDERSONVILLE (1988)
 CK2923
 CK2923                         *CURRENT SURVEY CONTROL
 CK2923  ___________________________________________________________________
 CK2923* NAD 83(2001)-  32 52 22.74462(N)    080 39 19.25280(W)     ADJUSTED  
 CK2923* NAVD 88     -        16.204  (meters)      53.16   (feet)  ADJUSTED  
 CK2923  ___________________________________________________________________
 CK2923  X           -     870,662.831 (meters)                     COMP
 CK2923  Y           -  -5,290,962.522 (meters)                     COMP
 CK2923  Z           -   3,442,127.855 (meters)                     COMP
 CK2923  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CK2923  ELLIP HEIGHT-         -15.51  (meters)          (05/04/06) GPS OBS
 CK2923  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2923  DYNAMIC HT  -          16.186 (meters)      53.10  (feet)  COMP
 CK2923  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 CK2923
 CK2923  HORZ ORDER  -  FIRST
 CK2923  VERT ORDER  -  FIRST     CLASS II
 CK2923  ELLP ORDER  -  FOURTH    CLASS II
 CK2923
 CK2923.The horizontal coordinates were established by GPS observations
 CK2923.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK2923
 CK2923.The orthometric height was determined by differential leveling
 CK2923.and adjusted by the National Geodetic Survey in June 1991..
 CK2923
 CK2923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2923
 CK2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2923
 CK2923.The ellipsoidal height was determined by GPS observations
 CK2923.and is referenced to NAD 83.
 CK2923
 CK2923.The geoid height was determined by GEOID03.
 CK2923
 CK2923.The dynamic height is computed by dividing the NAVD 88
 CK2923.geopotential number by the normal gravity value computed on the
 CK2923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2923.degrees latitude (g = 980.6199 gals.).
 CK2923
 CK2923.The modeled gravity was interpolated from observed gravity values.
 CK2923
 CK2923;                    North         East     Units Scale Factor Converg.
 CK2923;SPC SC       -   115,351.735   641,851.284   MT  0.99988949   +0 11 27.9
 CK2923;SPC SC       -   378,450.57  2,105,811.30   iFT  0.99988949   +0 11 27.9
 CK2923;UTM  17      - 3,637,258.785   532,242.087   MT  0.99961282   +0 11 13.5
 CK2923
 CK2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2923!SPC SC       -   1.00000244  x   0.99988949  =   0.99989192
 CK2923!UTM  17      -   1.00000244  x   0.99961282  =   0.99961525
 CK2923
 CK2923                          SUPERSEDED SURVEY CONTROL
 CK2923
 CK2923  NAD 83(2001)-  32 52 22.74461(N)    080 39 19.25290(W) AD(       ) 1
 CK2923  ELLIP H (03/13/03)  -15.48   (m)                       GP(       ) 4 2
 CK2923  NAD 83(1995)-  32 52 22.74469(N)    080 39 19.25289(W) AD(       ) 1
 CK2923  ELLIP H (12/20/99)  -15.46   (m)                       GP(       ) 4 1
 CK2923  NAD 83(1986)-  32 52 22.75169(N)    080 39 19.25450(W) AD(       ) 1
 CK2923  NAVD 88 (08/28/97)   16.20   (m)           53.1    (f) LEVELING    3  
 CK2923  NGVD 29 (03/21/89)   16.489  (m)           54.10   (f) ADJUSTED    1 2
 CK2923
 CK2923.Superseded values are not recommended for survey control.
 CK2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2923.See file dsdata.txt to determine how the superseded data were derived.
 CK2923
 CK2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS3224237259(NAD 83)
 CK2923_MARKER: DD = SURVEY DISK
 CK2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2923_SP_SET: CONCRETE POST
 CK2923_STAMPING: VERT 15 023 1983
 CK2923_MARK LOGO: SCGS  
 CK2923_PROJECTION: RECESSED 5 CENTIMETERS
 CK2923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2923+STABILITY: SURFACE MOTION
 CK2923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2923+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2923
 CK2923  HISTORY     - Date     Condition        Report By
 CK2923  HISTORY     - 1983     MONUMENTED       SCGS
 CK2923  HISTORY     - 19920521 GOOD             SCGS
 CK2923  HISTORY     - 19930112 GOOD
 CK2923  HISTORY     - 19961022 GOOD             SCGS
 CK2923  HISTORY     - 20031027 GOOD             SCGS
 CK2923  HISTORY     - 20050816 GOOD             SCGS
 CK2923
 CK2923                          STATION DESCRIPTION
 CK2923
 CK2923'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2923'4.8 KM (3.0 MI) SE FROM WALTERBORO.
 CK2923'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2923'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2923'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2923'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.5 KILOMETER (0.35
 CK2923'MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE (JEFFRIES BOULEVARD)
 CK2923'TOWARDS INTERSTATE 95, THENCE 5.0 KILOMETERS (3.1 MILES) SOUTHEAST
 CK2923'ALONG STATE HIGHWAY 303, SET IN THE VEE OF THE INTERSECTION OF COUNTY
 CK2923'ROAD S-15-59, 11.9 METERS (39.0 FEET) EAST-NORTHEAST OF THE CENTERLINE
 CK2923'OF STATE HIGHWAY 303, 8.8 METERS (29.0 FEET) WEST-SOUTHWEST OF THE
 CK2923'APPROXIMATE CENTER OF THE COUNTY ROAD, 7.5 METERS (24.8 FEET)
 CK2923'EAST-NORTHEAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 1.6 METERS
 CK2923'(5.4 FEET) NORTH OF A POWER POLE.        .
 CK2923'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 CK2923
 CK2923                          STATION RECOVERY (1992)
 CK2923
 CK2923'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK2923'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTHEAST OF WALTERBORO.
 CK2923'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2923'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2923'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2923'AND STATE HIGHWAY 63 (SOUTH JEFFRIES BOULEVARD), STATE HIGHWAY 303
 CK2923'(MOORE STREET) AND STATE ROAD 282 (GREENPOND ROAD) IN WALTERBORO, GO
 CK2923'SOUTH ON HIGHWAY 303 FOR 1.65 MILES (2.66 KM) TO THE JUNCTION OF
 CK2923'STATE ROAD 653, CONTINUE ON HIGHWAY 303 FOR 0.45 MILE (0.72 KM) TO
 CK2923'THE JUNCTION OF STATE ROAD 59 AND THE STATION NEAR A POWER POLE IN
 CK2923'THE NORTH ANGLE.
 CK2923'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2923'HIGHWAY, 39.6 FEET (12.1 M) EAST NORTHEAST OF THE CENTER OF THE
 CK2923'HIGHWAY, 26.6 FEET (8.1 M) WEST OF THE CENTER OF THE ROAD, 5.5 FEET
 CK2923'(1.7 M) NORTH OF THE POWER POLE NUMBER 252846/75 WITH TWO GUY WIRES,
 CK2923'2.4 FEET (0.7 M) SOUTH OF A WITNESS POST.
 CK2923'RECOVERED BY T. HALL.
 CK2923
 CK2923                          STATION RECOVERY (1993)
 CK2923
 CK2923'RECOVERED 1993
 CK2923'RECOVERED IN GOOD CONDITION.
 CK2923
 CK2923                          STATION RECOVERY (1996)
 CK2923
 CK2923'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK2923'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTHEAST OF WALTERBORO.
 CK2923'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2923'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2923'JUNCTION OF U.S.  HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 63 (SOUTH
 CK2923'JEFFRIES BOULEVARD) , STATE HIGHWAY 303 (MOORE STREET) AND STATE ROAD
 CK2923'282 (GREENPOND ROAD) IN WALTERBORO, GO SOUTH ON HIGHWAY 303 FOR 1.65
 CK2923'MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 653 (EMERALD STREET) ,
 CK2923'CONTINUE ON HIGHWAY 303 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF
 CK2923'STATE ROAD 59 (RIVER STREET) AND THE STATION NEAR A POWER POLE IN THE
 CK2923'NORTH ANGLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 CK2923'LEVEL WITH THE HIGHWAY, 39.6 FEET (12.1 M) EAST NORTHEAST OF THE
 CK2923'CENTER OF THE HIGHWAY, 26.6 FEET (8.1 M) WEST OF THE CENTER OF THE
 CK2923'ROAD, 5.5 FEET (1.7 M) NORTH OF THE POWER POLE NUMBER 252846/75 WITH
 CK2923'TWO GUY WIRES, 2.4 FEET (0.7 M) SOUTH OF A WITNESS POST.  RECOVERED BY
 CK2923'R.W.  ROBERTS.
 CK2923
 CK2923                          STATION RECOVERY (2003)
 CK2923
 CK2923'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2923'STATION IS LOCATED 3.0 MILES SOUTHEAST OF WALTERBORO.
 CK2923'OWNERSHIP--SCDOT, DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191,
 CK2923'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK2923'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE  HIGHWAY 63 (SOUTH
 CK2923'JEFFRIES BOULEVARD), STATE HIGHWAY 303 (MOORE STREET) AND  STATE ROAD
 CK2923'282 (GREENPOND ROAD) IN WALTERBORO, GO SOUTH ON HIGHWAY 303 FOR  1.65
 CK2923'MILES TO THE JUNCTION OF STATE ROAD 653 (EMERALD STREET), CONTINUE ON
 CK2923'HIGHWAY 303 FOR 0.45 MILE TO THE STATION NEAR A POWER POLE IN THE
 CK2923'NORTH ANGLE  OF THE JUNCTION OF STATE ROAD 59 (RIVER STREET). STATION
 CK2923'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 CK2923'39.6 FEET EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 26.6 FEET WEST
 CK2923'OF THE  CENTER OF THE ROAD, 5.5 FEET NORTH OF THE POWER POLE NUMBER
 CK2923'252846/100 WITH  TWO GUY WIRES. RECOVERED BY A.W. ZUPAN.
 CK2923
 CK2923                          STATION RECOVERY (2005)
 CK2923
 CK2923'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2923'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2922 ***********************************************************************
 CK2922  DESIGNATION -  15 024
 CK2922  PID         -  CK2922
 CK2922  STATE/COUNTY-  SC/COLLETON
 CK2922  USGS QUAD   -  WALTERBORO (1988)
 CK2922
 CK2922                         *CURRENT SURVEY CONTROL
 CK2922  ___________________________________________________________________
 CK2922* NAD 83(1986)-  32 53 14.     (N)    080 39 31.     (W)     SCALED    
 CK2922* NAVD 88     -        17.282  (meters)      56.70   (feet)  ADJUSTED  
 CK2922  ___________________________________________________________________
 CK2922  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2922  DYNAMIC HT  -          17.263 (meters)      56.64  (feet)  COMP
 CK2922  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 CK2922
 CK2922  VERT ORDER  -  FIRST     CLASS II
 CK2922
 CK2922.The horizontal coordinates were scaled from a topographic map and have
 CK2922.an estimated accuracy of +/- 6 seconds.
 CK2922
 CK2922.The orthometric height was determined by differential leveling
 CK2922.and adjusted by the National Geodetic Survey in June 1991..
 CK2922
 CK2922.The geoid height was determined by GEOID03.
 CK2922
 CK2922.The dynamic height is computed by dividing the NAVD 88
 CK2922.geopotential number by the normal gravity value computed on the
 CK2922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2922.degrees latitude (g = 980.6199 gals.).
 CK2922
 CK2922.The modeled gravity was interpolated from observed gravity values.
 CK2922
 CK2922;                    North         East    Units  Estimated Accuracy
 CK2922;SPC SC       -   116,930.      641,540.      MT  (+/- 180 meters Scaled)
 CK2922
 CK2922                          SUPERSEDED SURVEY CONTROL
 CK2922
 CK2922  NGVD 29 (03/21/89)   17.568  (m)           57.64   (f) ADJUSTED    1 2
 CK2922
 CK2922.Superseded values are not recommended for survey control.
 CK2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2922.See file dsdata.txt to determine how the superseded data were derived.
 CK2922
 CK2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS319388(NAD 83)
 CK2922_MARKER: DD = SURVEY DISK
 CK2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2922_SP_SET: CONCRETE POST
 CK2922_STAMPING: VERT 15 024 1983
 CK2922_MARK LOGO: SCGS  
 CK2922_PROJECTION: RECESSED 8 CENTIMETERS
 CK2922_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2922+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2922
 CK2922  HISTORY     - Date     Condition        Report By
 CK2922  HISTORY     - 1983     MONUMENTED       SCGS
 CK2922  HISTORY     - 20050816 GOOD             SCGS
 CK2922
 CK2922                          STATION DESCRIPTION
 CK2922
 CK2922'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2922'3.4 KM (2.1 MI) SE FROM WALTERBORO.
 CK2922'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2922'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2922'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.5 KILOMETER (0.35
 CK2922'MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE (JEFFRIES BOULEVARD)
 CK2922'TOWARDS INTERSTATE 95, THENCE 5.0 KILOMETERS (3.1 MILES) SOUTHEAST
 CK2922'ALONG STATE HIGHWAY 303, THENCE 1.3 KILOMETERS (0.85 MILE) NORTHERLY
 CK2922'ALONG COUNTY ROAD S-15-59, SET NEAR THE NORTHWEST CORNER OF A CHAIN
 CK2922'LINK FENCE THAT SURROUNDS A SEWER LIFT STATION AT THE INTERSECTION OF
 CK2922'COUNTY ROAD S-15-575, 49.5 METERS (162.5 FEET) EAST-NORTHEAST OF THE
 CK2922'APPROXIMATE CENTER OF COUNTY ROAD S-15-59, 7.3 METERS (24.0 FEET)
 CK2922'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-15-575,
 CK2922'3.2 METERS (10.8 FEET) EAST OF POWER POLE NUMBER 236727, 21.0 METERS
 CK2922'(69.2 FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY
 CK2922'BRICK BUILDING, 1.1 METERS (3.5 FEET) SOUTH-SOUTHWEST OF THE NORTHWEST
 CK2922'CORNER OF THE CHAIN LINK FENCE.
 CK2922'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-15-575.
 CK2922
 CK2922                          STATION RECOVERY (2005)
 CK2922
 CK2922'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2922'STATION IS LOCATED 1.5 MI (2.41 KM) SOUTH-SOUTHEAST OF WALTERBORO.
 CK2922'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2922'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2922'OF STATE HIGHWAYS 63 (SOUTH JEFFERIES STREET), 303 (GREEN POND
 CK2922'HIGHWAY) AND U.S. HIGHWAY 17 ALTERNATE IN WALTERBORO, GO SOUTH ON
 CK2922'HIGHWAY 303 FOR 0.9 MI (1.45 KM) TO THE JUNCTION OF STATE ROAD 485
 CK2922'(DELOACH AVENUE) LEFT, TURN LEFT ON ROAD 485 FOR 0.45 MI (0.72 KM) TO
 CK2922'THE JUNCTION OF STATE ROAD 59 (RIVERS STREET), TURN RIGHT ON ROAD 59
 CK2922'FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF STATE ROAD 575 (JACKSON ROAD)
 CK2922'LEFT, TURN LEFT ON ROAD 575 FOR 0.05 MI (0.08 KM) TO THE STATION ON
 CK2922'THE RIGHT NEAR THE NORTHWEST CHAIN LINK FENCE CORNER POST OF A FENCE
 CK2922'AROUND A SEWER LIFT STATION. STATION IS A CONCRETE POST RECESSED 0.3
 CK2922'FT (0.1 M) AND 0.5 FT (0.2 M) BELOW THE ROAD, 23.0 FT (7.0 M) SOUTH OF
 CK2922'THE CENTER OF THE ROAD, 3.3 FT (1.0 M) SOUTHWEST OF THE NORTHWEST
 CK2922'CORNER OF A CHAIN LINK FENCE, 10.5 FT (3.2 M) EAST OF A POWER POLE
 CK2922'NUMBER 236727 WITH TWO TRANSFORMERS AND THREE GUY WIRES, 15.5 FT (4.7
 CK2922'M) SOUTHWEST OF THE CENTER OF A CIRCULAR METAL MANHOLE COVER, 69.0 FT
 CK2922'(21.0 M) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK BUILDING (BETTYS
 CK2922'TOTS DAYCARE). RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2921 ***********************************************************************
 CK2921  DESIGNATION -  15 025
 CK2921  PID         -  CK2921
 CK2921  STATE/COUNTY-  SC/COLLETON
 CK2921  USGS QUAD   -  WALTERBORO (1988)
 CK2921
 CK2921                         *CURRENT SURVEY CONTROL
 CK2921  ___________________________________________________________________
 CK2921* NAD 83(1986)-  32 54 16.     (N)    080 39 34.     (W)     SCALED    
 CK2921* NAVD 88     -        25.269  (meters)      82.90   (feet)  ADJUSTED  
 CK2921  ___________________________________________________________________
 CK2921  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2921  DYNAMIC HT  -          25.242 (meters)      82.81  (feet)  COMP
 CK2921  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 CK2921
 CK2921  VERT ORDER  -  FIRST     CLASS II
 CK2921
 CK2921.The horizontal coordinates were scaled from a topographic map and have
 CK2921.an estimated accuracy of +/- 6 seconds.
 CK2921
 CK2921.The orthometric height was determined by differential leveling
 CK2921.and adjusted by the National Geodetic Survey in June 1991..
 CK2921
 CK2921.The geoid height was determined by GEOID03.
 CK2921
 CK2921.The dynamic height is computed by dividing the NAVD 88
 CK2921.geopotential number by the normal gravity value computed on the
 CK2921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2921.degrees latitude (g = 980.6199 gals.).
 CK2921
 CK2921.The modeled gravity was interpolated from observed gravity values.
 CK2921
 CK2921;                    North         East    Units  Estimated Accuracy
 CK2921;SPC SC       -   118,840.      641,460.      MT  (+/- 180 meters Scaled)
 CK2921
 CK2921                          SUPERSEDED SURVEY CONTROL
 CK2921
 CK2921  NGVD 29 (03/21/89)   25.556  (m)           83.84   (f) ADJUSTED    1 2
 CK2921
 CK2921.Superseded values are not recommended for survey control.
 CK2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2921.See file dsdata.txt to determine how the superseded data were derived.
 CK2921
 CK2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS318407(NAD 83)
 CK2921_MARKER: DD = SURVEY DISK
 CK2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2921_SP_SET: CONCRETE POST
 CK2921_STAMPING: VERT 15 025 1983
 CK2921_MARK LOGO: SCGS  
 CK2921_PROJECTION: RECESSED 8 CENTIMETERS
 CK2921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2921+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2921
 CK2921  HISTORY     - Date     Condition        Report By
 CK2921  HISTORY     - 1983     MONUMENTED       SCGS
 CK2921  HISTORY     - 20050816 GOOD             SCGS
 CK2921
 CK2921                          STATION DESCRIPTION
 CK2921
 CK2921'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2921'IN WALTERBORO.
 CK2921'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFCIE
 CK2921'IN WALTERBORO, THENCE 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG U.S.
 CK2921'HIGHWAY 17 ALTERNATE (WICHMAN STREET), SET IN THE SOUTHWEST CORNER OF
 CK2921'THE LAWN OF THE WALTERBORO MEDICAL CENTER, 36.0 METERS (118.6 FEET)
 CK2921'NORTH OF THE CENTERLINE OF WICHMAN STREET, 11.8 METERS (38.8 FEET)
 CK2921'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FAST FOOD STORE,
 CK2921'10.1 METERS (33.3 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 CK2921'MAGNOLIA STREET, 6.9 METERS (22.8 FEET) EAST-NORTHEAST OF A FIRE
 CK2921'HYDRANT.
 CK2921'THE MARK IS 0.30 M BELOW MAGNOLIA STREET.
 CK2921
 CK2921                          STATION RECOVERY (2005)
 CK2921
 CK2921'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2921'STATION IS LOCATED IN WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2921'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2921'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2921'(WICHMAN STREET) AND STATE HIGHWAY 64 (PAUL STREET) IN WALTERBORO, GO
 CK2921'EAST ON HIGHWAYS 17 ALTERNATE AND HIGHWAY 64 BUSINESS (WICHMAN STREET)
 CK2921'FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF MAGNOLIA STREET LEFT, TURN
 CK2921'LEFT ON MAGNOLIA STREET FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 CK2921'RIGHT NEAR A FIRE HYDRANT IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 CK2921'CHURCH STREET RIGHT AND IN THE SOUTHWEST CORNER OF THE LAWN OF THE
 CK2921'WALTERBORO MEDICAL CLINIC. STATION IS A CONCRETE POST RECESSED 0.3 FT
 CK2921'(0.1 M) AND LEVEL WITH A SIDEWALK, 22.8 FT (6.9 M) EAST NORTHEAST OF
 CK2921'THE FIRE HYDRANT, 33.8 FT (10.3 M) EAST OF THE CENTER OF MAGNOLIA
 CK2921'STREET, 10.0 FT (3.0 M) SOUTH SOUTHWEST OF A 1.0-FOOT PINE TREE, 11.5
 CK2921'FT (3.5 M) NORTH OF THE NORTH EDGE OF A SIDEWALK ON THE NORTH SIDE OF
 CK2921'CHURCH STREET, 39.0 FT (11.9 M) NORTH OF THE NORTHWEST CORNER OF A
 CK2921'BRICK CONVENIENCE STORE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2892 ***********************************************************************
 CK2892  DESIGNATION -  15 026
 CK2892  PID         -  CK2892
 CK2892  STATE/COUNTY-  SC/COLLETON
 CK2892  USGS QUAD   -  WALTERBORO (1988)
 CK2892
 CK2892                         *CURRENT SURVEY CONTROL
 CK2892  ___________________________________________________________________
 CK2892* NAD 83(1986)-  32 54 16.     (N)    080 39 06.     (W)     SCALED    
 CK2892* NAVD 88     -        24.605  (meters)      80.72   (feet)  ADJUSTED  
 CK2892  ___________________________________________________________________
 CK2892  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2892  DYNAMIC HT  -          24.578 (meters)      80.64  (feet)  COMP
 CK2892  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 CK2892
 CK2892  VERT ORDER  -  FIRST     CLASS II
 CK2892
 CK2892.The horizontal coordinates were scaled from a topographic map and have
 CK2892.an estimated accuracy of +/- 6 seconds.
 CK2892
 CK2892.The orthometric height was determined by differential leveling
 CK2892.and adjusted by the National Geodetic Survey in June 1991..
 CK2892
 CK2892.The geoid height was determined by GEOID03.
 CK2892
 CK2892.The dynamic height is computed by dividing the NAVD 88
 CK2892.geopotential number by the normal gravity value computed on the
 CK2892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2892.degrees latitude (g = 980.6199 gals.).
 CK2892
 CK2892.The modeled gravity was interpolated from observed gravity values.
 CK2892
 CK2892;                    North         East    Units  Estimated Accuracy
 CK2892;SPC SC       -   118,840.      642,180.      MT  (+/- 180 meters Scaled)
 CK2892
 CK2892                          SUPERSEDED SURVEY CONTROL
 CK2892
 CK2892  NGVD 29 (03/21/89)   24.892  (m)           81.67   (f) ADJUSTED    1 2
 CK2892
 CK2892.Superseded values are not recommended for survey control.
 CK2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2892.See file dsdata.txt to determine how the superseded data were derived.
 CK2892
 CK2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS325407(NAD 83)
 CK2892_MARKER: DD = SURVEY DISK
 CK2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2892_SP_SET: CONCRETE POST
 CK2892_STAMPING: VERT 15 026 1983
 CK2892_MARK LOGO: SCGS  
 CK2892_PROJECTION: RECESSED 3 CENTIMETERS
 CK2892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2892+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2892
 CK2892  HISTORY     - Date     Condition        Report By
 CK2892  HISTORY     - 1983     MONUMENTED       SCGS
 CK2892  HISTORY     - 20050816 GOOD             SCGS
 CK2892
 CK2892                          STATION DESCRIPTION
 CK2892
 CK2892'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2892'IN WALTERBORO.
 CK2892'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2892'IN WALTERBORO, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHEAST ALONG U.S.
 CK2892'HIGHWAY 17 ALTERNATE (WICHMAN STREET), SET BETWEEN TWO 12-INCH CEDAR
 CK2892'TREES IN THE MEDIAN AT THE JUNCTION OF STATE HIGHWAY 64, 30.5 METERS
 CK2892'(100.0 FEET) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY
 CK2892'WOOD HOUSE, 27.1 METERS (89.0 FEET) NORTH-NORTHEAST OF THE APPROXIMATE
 CK2892'CENTER OF STATE HIGHWAY 64, 15.5 METERS (51.0 FEET) SOUTH-SOUTHEAST OF
 CK2892'THE CENTERLINE OF U.S. HIGHWAY 17 ALTERNATE, 3.4 METERS (11.2 FEET)
 CK2892'NORTHEAST OF THE WESTERN CEDAR TREE.
 CK2892'THE MARK IS 0.30 M ABOVE HIGHWAY 17 ALTERNATE.
 CK2892
 CK2892                          STATION RECOVERY (2005)
 CK2892
 CK2892'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2892'STATION IS LOCATED NEAR A 1.5-FOOT TRIPLE-TRUNKED MAGNOLIA IN A LARGE
 CK2892'PLANTED TRAFFIC ISLAND IN THE SOUTHWEST ANGLE OF THE JUNCTION OF U.S.
 CK2892'HIGHWAY 17 ALTERNATE, STATE HIGHWAY 64 BUSINESS (WICHMAN STREET) AND
 CK2892'PADGETT LOOP, 0.8 MI (1.29 KM) EAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK2892'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2892'803-737-1350.   STATION IS A CONCRETE POST RECESSED 0.1 FT (0.0 M) AND
 CK2892'LEVEL WITH THE SIDEWALKS, 22.4 FT (6.8 M) SOUTH OF THE SOUTH EDGE OF
 CK2892'THE SIDEWALK ON THE SOUTH SIDE OF WICHMAN STREET, 13.6 FT (4.1 M) WEST
 CK2892'NORTHWEST OF THE 1.5-FOOT TRIPLE-TRUNKED MAGNOLIA TREE, 35.0 FT (10.7
 CK2892'M) NORTH NORTHEAST OF A 2.0-FOOT LIVE OAK TREE, 29.6 FT (9.0 M)
 CK2892'SOUTHWEST OF THE CENTER OF A CIRCULAR METAL MANHOLE COVER SET INTO A
 CK2892'CATCH BASIN IN THE SOUTHWEST ANGLE OF THE JUNCTION, 23.5 FEET
 CK2892'SOUTHEAST OF A RECTANGULAR FIBERGLASS WATER METER COVER, 1.1 FT (0.3
 CK2892'M) NORTH OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2890 ***********************************************************************
 CK2890  DESIGNATION -  15 027
 CK2890  PID         -  CK2890
 CK2890  STATE/COUNTY-  SC/COLLETON
 CK2890  USGS QUAD   -  WALTERBORO (1988)
 CK2890
 CK2890                         *CURRENT SURVEY CONTROL
 CK2890  ___________________________________________________________________
 CK2890* NAD 83(1986)-  32 54 32.     (N)    080 38 40.     (W)     SCALED    
 CK2890* NAVD 88     -        24.044  (meters)      78.88   (feet)  ADJUSTED  
 CK2890  ___________________________________________________________________
 CK2890  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2890  DYNAMIC HT  -          24.018 (meters)      78.80  (feet)  COMP
 CK2890  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 CK2890
 CK2890  VERT ORDER  -  FIRST     CLASS II
 CK2890
 CK2890.The horizontal coordinates were scaled from a topographic map and have
 CK2890.an estimated accuracy of +/- 6 seconds.
 CK2890
 CK2890.The orthometric height was determined by differential leveling
 CK2890.and adjusted by the National Geodetic Survey in June 1991..
 CK2890
 CK2890.The geoid height was determined by GEOID03.
 CK2890
 CK2890.The dynamic height is computed by dividing the NAVD 88
 CK2890.geopotential number by the normal gravity value computed on the
 CK2890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2890.degrees latitude (g = 980.6199 gals.).
 CK2890
 CK2890.The modeled gravity was interpolated from observed gravity values.
 CK2890
 CK2890;                    North         East    Units  Estimated Accuracy
 CK2890;SPC SC       -   119,340.      642,860.      MT  (+/- 180 meters Scaled)
 CK2890
 CK2890                          SUPERSEDED SURVEY CONTROL
 CK2890
 CK2890  NGVD 29 (03/21/89)   24.331  (m)           79.83   (f) ADJUSTED    1 2
 CK2890
 CK2890.Superseded values are not recommended for survey control.
 CK2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2890.See file dsdata.txt to determine how the superseded data were derived.
 CK2890
 CK2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS332412(NAD 83)
 CK2890_MARKER: DD = SURVEY DISK
 CK2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2890_SP_SET: CONCRETE POST
 CK2890_STAMPING: VERT 15 027 1983
 CK2890_MARK LOGO: SCGS  
 CK2890_PROJECTION: RECESSED 8 CENTIMETERS
 CK2890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2890+STABILITY: SURFACE MOTION
 CK2890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2890+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2890
 CK2890  HISTORY     - Date     Condition        Report By
 CK2890  HISTORY     - 1983     MONUMENTED       SCGS
 CK2890  HISTORY     - 19950214 GOOD             SCGS
 CK2890  HISTORY     - 20050816 GOOD             SCGS
 CK2890
 CK2890                          STATION DESCRIPTION
 CK2890
 CK2890'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2890'IN WALTERBORO.
 CK2890'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2890'IN WALTERBORO, THENCE 2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG U.S.
 CK2890'HIGHWAY 17 ALTERNATE (WICHMAN STREET), SET NEAR THE SOUTHEAST CORNER
 CK2890'OF THE COBURG DISTRIBUTION BUILDING, 31.7 METERS (104.0 FEET)
 CK2890'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.0 METERS (72.3
 CK2890'FEET) NORTH OF POWER POLE NUMBER 186587, 9.8 METERS (32.0 FEET)
 CK2890'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 0.5 METER
 CK2890'(1.6 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE COBURG
 CK2890'BUILDING.
 CK2890'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2890
 CK2890                          STATION RECOVERY (1995)
 CK2890
 CK2890'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2890'STATION IS LOCATED 1.4 MILES (2.3 KM) EAST NORTHEAST OF WALTERBORO.
 CK2890'OWNERSHIP--COBURG.  TO REACH THE STATION FROM THE EAST JUNCTION OF
 CK2890'U.S.  HIGHWAY 17 ALTERNATE (WICHMAN STREET) AND STATE HIGHWAY 15
 CK2890'(JEFFERIES BOULEVARD) IN WALTERBORO, GO EAST ON HIGHWAY 17 ALTERNATE
 CK2890'FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF OLD AIR BASE ROAD,
 CK2890'CONTINUE ON HIGHWAY 17 ALTERNATE FOR 0.25 MILE (0.40 KM) TO THE
 CK2890'STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF A BRICK BUILDING
 CK2890'(COBURG) .  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 CK2890'0.5 FOOT (15.2 CM) ABOVE THE PARKING AREA, 104.5 FEET (31.9 M) NORTH
 CK2890'NORTHEAST OF THE CENTER OF THE HIGHWAY, 73.0 FEET (22.3 M) NORTH OF A
 CK2890'POWER POLE NUMBER 186587 WITH A SECURITY LIGHT, 29.0 FEET (8.8 M) WEST
 CK2890'OF THE CENTER OF THE DRIVEWAY, 1.5 FEET (0.5 M) SOUTHEAST OF THE
 CK2890'SOUTHEAST CORNER OF THE BRICK BUILDING.  RECOVERED BY R.W.  ROBERTS.
 CK2890
 CK2890                          STATION RECOVERY (2005)
 CK2890
 CK2890'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2890'STATION IS LOCATED 1.3 MI (2.09 KM) EAST NORTHEAST OF WALTERBORO.
 CK2890'OWNERSHIP--COBURG, 1643 WICHMAN STREET, WALTERBORO, SC 29488. TO REACH
 CK2890'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2890'(COTTAGEVILLE HIGHWAY/WICHMAN STREET) AND STATE HIGHWAY 64 (ROBERTSON
 CK2890'BOULEVARD), 1.5 MI (2.41 KM) EAST OF WALTERBORO, GO WEST SOUTHWEST ON
 CK2890'HIGHWAY 17 ALTERNATE FOR 0.2 MI (0.32 KM) TO THE STATION ON THE RIGHT
 CK2890'NEAR THE SOUTHEAST CORNER OF THE BRICK COBURG BUILDING, COMPLETELY
 CK2890'OBSCURED AND OBSTRUCTED BY RED TIP BUSHES. STATION IS A CONCRETE POST
 CK2890'RECESSED 0.3 FT (0.1 M) AND LEVEL WITH THE SIDEWALK, 1.5 FT (0.5 M)
 CK2890'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 3.0 FT (0.9 M)
 CK2890'NORTH OF THE NORTH EDGE OF THE SIDEWALK. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2978 ***********************************************************************
 CK2978  DESIGNATION -  15 028
 CK2978  PID         -  CK2978
 CK2978  STATE/COUNTY-  SC/COLLETON
 CK2978  USGS QUAD   -  WALTERBORO (1988)
 CK2978
 CK2978                         *CURRENT SURVEY CONTROL
 CK2978  ___________________________________________________________________
 CK2978* NAD 83(1986)-  32 53 41.     (N)    080 40 32.     (W)     SCALED    
 CK2978* NAVD 88     -        18.512  (meters)      60.73   (feet)  ADJUSTED  
 CK2978  ___________________________________________________________________
 CK2978  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2978  DYNAMIC HT  -          18.492 (meters)      60.67  (feet)  COMP
 CK2978  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 CK2978
 CK2978  VERT ORDER  -  FIRST     CLASS II
 CK2978
 CK2978.The horizontal coordinates were scaled from a topographic map and have
 CK2978.an estimated accuracy of +/- 6 seconds.
 CK2978
 CK2978.The orthometric height was determined by differential leveling
 CK2978.and adjusted by the National Geodetic Survey in June 1991..
 CK2978
 CK2978.The geoid height was determined by GEOID03.
 CK2978
 CK2978.The dynamic height is computed by dividing the NAVD 88
 CK2978.geopotential number by the normal gravity value computed on the
 CK2978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2978.degrees latitude (g = 980.6199 gals.).
 CK2978
 CK2978.The modeled gravity was interpolated from observed gravity values.
 CK2978
 CK2978;                    North         East    Units  Estimated Accuracy
 CK2978;SPC SC       -   117,760.      639,950.      MT  (+/- 180 meters Scaled)
 CK2978
 CK2978                          SUPERSEDED SURVEY CONTROL
 CK2978
 CK2978  NGVD 29 (03/21/89)   18.799  (m)           61.68   (f) ADJUSTED    1 2
 CK2978
 CK2978.Superseded values are not recommended for survey control.
 CK2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2978.See file dsdata.txt to determine how the superseded data were derived.
 CK2978
 CK2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS303396(NAD 83)
 CK2978_MARKER: DD = SURVEY DISK
 CK2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2978_SP_SET: CONCRETE POST
 CK2978_STAMPING: VERT 15 028 1983
 CK2978_MARK LOGO: SCGS  
 CK2978_PROJECTION: RECESSED 5 CENTIMETERS
 CK2978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2978+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK2978
 CK2978  HISTORY     - Date     Condition        Report By
 CK2978  HISTORY     - 1983     MONUMENTED       SCGS
 CK2978  HISTORY     - 20050803 GOOD             SCGS
 CK2978
 CK2978                          STATION DESCRIPTION
 CK2978
 CK2978'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2978'IN WALTERBORO.
 CK2978'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2978'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2978'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 1.4 KILOMETERS (0.9
 CK2978'MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE (JEFFRIES BOULEVARD)
 CK2978'ALTERNATE TOWARDS INTERSTATE 95, SET NEAR A POWER POLE IN THE YARD OF
 CK2978'THE SAINT ANTHONYS CATHOLIC CHURCH, 43.4 METERS (142.5 FEET)
 CK2978'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 CK2978'HIGHWAY, 34.1 METERS (112.0 FEET) EAST-NORTHEAST OF A LONE 150-INCH
 CK2978'OAK TREE, 29.0 METERS (95.0 FEET) NORTH OF THE NORTHWEST CORNER OF THE
 CK2978'LIVING QUARTERS OF THE CHURCH, 8.7 METERS (28.8 FEET) NORTH-NORTHWEST
 CK2978'OF POWER POLE NUMBER A9939.
 CK2978'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2978
 CK2978                          STATION RECOVERY (2005)
 CK2978
 CK2978'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2978'STATION IS LOCATED 0.8 MI (1.29 KM) SOUTH SOUTHWEST OF WALTERBORO.
 CK2978'OWNERSHIP--SAINT ANTHONYS CATHOLIC CHURCH, 925 SOUTH JEFFERIES
 CK2978'BOULEVARD, WALTERBORO, SC 29488. TO REACH THE STATION FROM THE
 CK2978'JUNCTION OF STATE HIGHWAYS 63 (SOUTH JEFFERIES BOULEVARD), 303 (GREEN
 CK2978'POND HIGHWAY) AND U.S. HIGHWAY 17 ALTERNATE IN WALTERBORO, GO
 CK2978'SOUTHWEST ON HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 63 FOR 0.4 MI
 CK2978'(0.64 KM) TO THE STATION ON THE LEFT IN A WOODED AREA IN THE SOUTHEAST
 CK2978'ANGLE OF A DRIVEWAY LEFT LEADING TO THE PARISH RESIDENCE AT THE SAINT
 CK2978'ANTHONYS CATHOLIC CHURCH. STATION IS A CONCRETE POST RECESSED 0.2
 CK2978'FOOT, 28.6 FT (8.7 M) NORTH NORTHWEST OF A POWER POLE NUMBER A9939
 CK2978'WITH A SECURITY LIGHT AND FOUR GUY WIRES, 20.5 FT (6.2 M) EAST OF THE
 CK2978'CENTER OF THE DRIVEWAY, 95.0 FT (29.0 M) NORTH OF THE NORTH CORNER OF
 CK2978'THE RESIDENCE AT THE CHURCH, 7.7 FT (2.3 M) WEST OF THE EASTERN MOST
 CK2978'ONE OF THREE 1.5-FOOT PINE TREES AROUND THE STATION, 137.8 FT (42.0 M)
 CK2978'SOUTH SOUTHEAST OF THE SOUTH EDGE OF THE HIGHWAY CURB. RECOVERED BY T.
 CK2978'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2977 ***********************************************************************
 CK2977  DESIGNATION -  15 029
 CK2977  PID         -  CK2977
 CK2977  STATE/COUNTY-  SC/COLLETON
 CK2977  USGS QUAD   -  WALTERBORO (1988)
 CK2977
 CK2977                         *CURRENT SURVEY CONTROL
 CK2977  ___________________________________________________________________
 CK2977* NAD 83(2001)-  32 53 26.73431(N)    080 41 04.40790(W)     ADJUSTED  
 CK2977* NAVD 88     -        10.025  (meters)      32.89   (feet)  ADJUSTED  
 CK2977  ___________________________________________________________________
 CK2977  X           -     867,791.277 (meters)                     COMP
 CK2977  Y           -  -5,290,344.482 (meters)                     COMP
 CK2977  Z           -   3,443,779.965 (meters)                     COMP
 CK2977  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CK2977  ELLIP HEIGHT-         -21.68  (meters)          (05/04/06) GPS OBS
 CK2977  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK2977  DYNAMIC HT  -          10.014 (meters)      32.85  (feet)  COMP
 CK2977  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 CK2977
 CK2977  HORZ ORDER  -  FIRST
 CK2977  VERT ORDER  -  FIRST     CLASS II
 CK2977  ELLP ORDER  -  FOURTH    CLASS II
 CK2977
 CK2977.The horizontal coordinates were established by GPS observations
 CK2977.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK2977
 CK2977.The orthometric height was determined by differential leveling
 CK2977.and adjusted by the National Geodetic Survey in June 1991..
 CK2977
 CK2977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2977
 CK2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2977
 CK2977.The ellipsoidal height was determined by GPS observations
 CK2977.and is referenced to NAD 83.
 CK2977
 CK2977.The geoid height was determined by GEOID03.
 CK2977
 CK2977.The dynamic height is computed by dividing the NAVD 88
 CK2977.geopotential number by the normal gravity value computed on the
 CK2977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2977.degrees latitude (g = 980.6199 gals.).
 CK2977
 CK2977.The modeled gravity was interpolated from observed gravity values.
 CK2977
 CK2977;                    North         East     Units Scale Factor Converg.
 CK2977;SPC SC       -   117,314.054   639,111.934   MT  0.99988527   +0 10 29.6
 CK2977;SPC SC       -   384,888.63  2,096,823.93   iFT  0.99988527   +0 10 29.6
 CK2977;UTM  17      - 3,639,220.745   529,503.622   MT  0.99961073   +0 10 16.7
 CK2977
 CK2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2977!SPC SC       -   1.00000340  x   0.99988527  =   0.99988867
 CK2977!UTM  17      -   1.00000340  x   0.99961073  =   0.99961413
 CK2977
 CK2977                          SUPERSEDED SURVEY CONTROL
 CK2977
 CK2977  NAVD 88 (05/04/06)   10.03   (m)           32.9    (f) LEVELING    3  
 CK2977  NGVD 29 (03/21/89)   10.312  (m)           33.83   (f) ADJUSTED    1 2
 CK2977
 CK2977.Superseded values are not recommended for survey control.
 CK2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2977.See file dsdata.txt to determine how the superseded data were derived.
 CK2977
 CK2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS2950439221(NAD 83)
 CK2977_MARKER: DD = SURVEY DISK
 CK2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2977_SP_SET: CONCRETE POST
 CK2977_STAMPING: VERT 15 029 1983
 CK2977_MARK LOGO: SCGS  
 CK2977_PROJECTION: RECESSED 3 CENTIMETERS
 CK2977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2977+STABILITY: SURFACE MOTION
 CK2977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2977+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK2977
 CK2977  HISTORY     - Date     Condition        Report By
 CK2977  HISTORY     - 1983     MONUMENTED       SCGS
 CK2977  HISTORY     - 19941229 GOOD             SCGS
 CK2977  HISTORY     - 20050803 GOOD             SCGS
 CK2977
 CK2977                          STATION DESCRIPTION
 CK2977
 CK2977'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2977'2.9 KM (1.8 MI) SW FROM WALTERBORO.
 CK2977'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2977'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2977'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 2.5 KILOMETERS (1.55
 CK2977'MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE (JEFFRIES BOULEVARD)
 CK2977'ALTERNATE TOWARDS INTERSTATE 95, SET BETWEEN A POWER POLE AND A
 CK2977'TELEPHONE JUNCTION BOX AT THE INTERSECTION OF COUNTY ROAD S-15-335,
 CK2977'16.2 METERS (53.0 FEET) NORTHEAST OF THE CENTERLINE OF THE COUNTY
 CK2977'ROAD, 6.8 METERS (22.5 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CK2977'SOUTH BOUND LANE OF THE HIGHWAY, 1.1 METERS (3.6 FEET) NORTH-NORTHEAST
 CK2977'OF POWER POLE NUMBER C-32426, 0.8 METER (2.5 FEET) WEST-SOUTHWEST OF
 CK2977'TELEPHONE JUNCTION BOX NUMBER C51B.
 CK2977'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 CK2977'THE MARK IS 0.30 M ABOVE HIGHWAY.
 CK2977
 CK2977                          STATION RECOVERY (1994)
 CK2977
 CK2977'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2977'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTHWEST OF WALTERBORO.
 CK2977'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2977'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2977'JUNCTION OF STATE HIGHWAY 63, U.S.  HIGHWAY 17 ALTERNATE AND STATE
 CK2977'ROAD 51, 1.75 MILES (2.82 KM) SOUTHWEST OF WALTERBORO, GO EAST
 CK2977'NORTHEAST ON HIGHWAYS 17 ALTERNATE AND 63 FOR 0.4 MILE (0.6 KM) TO THE
 CK2977'STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 CK2977'STATE ROAD 335.  STATION IS A CONCRETE POST PROJECTING 0.4 FOOT (12.2
 CK2977'CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 52.5 FEET (16.0 M) EAST
 CK2977'NORTHEAST OF THE CENTER OF ROAD 335, 3.5 FEET (1.1 M) EAST NORTHEAST
 CK2977'OF THE POWER POLE C-32425 WITH TWO GUY WIRES, 34.1 FEET (10.4 M) NORTH
 CK2977'NORTHWEST OF THE CENTER OF THE HIGHWAY, 3.5 FEET (1.1 M) WEST
 CK2977'SOUTHWEST OF A WITNESS POST AT A TELEPHONE JUNCTION BOX.  RECOVERED BY
 CK2977'R.W.  ROBERTS.
 CK2977
 CK2977                          STATION RECOVERY (2005)
 CK2977
 CK2977'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2977'STATION IS LOCATED 1.4 MILES (1.9 KM) SOUTHWEST OF WALTERBORO.
 CK2977'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2977'SC 29202, PHONE 803-737-1350.   TO REACH THE STATION FROM THE JUNCTION
 CK2977'OF STATE HIGHWAY 63 (SNIDERS HIGHWAY) AND U.S. HIGHWAY 17 ALTERNATE
 CK2977'(HENDERSONVILLE HIGHWAY), 1.8 MI (2.9 KM) SOUTHWEST OF WALTERBORO, GO
 CK2977'EAST NORTHEAST ON HIGHWAYS 17 ALTERNATE AND 63 FOR 0.4 MI (0.64 KM) TO
 CK2977'THE STATION ON THE LEFT NEAR A POWER POLE IN THE NORTHEAST ANGLE OF
 CK2977'THE JUNCTION OF STATE ROAD 335 (IVANHOE ROAD). STATION IS A CONCRETE
 CK2977'POST RECESSED 0.1 FT (0.0 M) AND 0.5 FT (0.2 M) ABOVE THE HIGHWAY, 9.1
 CK2977'FT (2.8 M) NORTHEAST OF THE NORTH EDGE OF THE CURB OF THE HIGHWAY, 1.9
 CK2977'FT (0.6 M) WEST OF THE NORTHWEST CORNER OF A CONCRETE BURIED CABLE
 CK2977'ACCESS COVER, 9.8 FT (3.0 M) EAST NORTHEAST OF THE POWER POLE NUMBER
 CK2977'405965, 52.6 FT (16.0 M) EAST NORTHEAST OF THE CENTER OF ROAD 335, 3.1
 CK2977'FT (103.1 M) SOUTHWEST OF A 5-FOOT TALL ORANGE/WHITE BURIED CABLE
 CK2977'WARNING POST, 9.8 FT (3.0 M) EAST NORTHEAST OF A WITNESS POST.
 CK2977'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2975 ***********************************************************************
 CK2975  DESIGNATION -  15 030
 CK2975  PID         -  CK2975
 CK2975  STATE/COUNTY-  SC/COLLETON
 CK2975  USGS QUAD   -  WALTERBORO (1988)
 CK2975
 CK2975                         *CURRENT SURVEY CONTROL
 CK2975  ___________________________________________________________________
 CK2975* NAD 83(1986)-  32 53 02.     (N)    080 42 01.     (W)     SCALED    
 CK2975* NAVD 88     -        28.635  (meters)      93.95   (feet)  ADJUSTED  
 CK2975  ___________________________________________________________________
 CK2975  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 CK2975  DYNAMIC HT  -          28.604 (meters)      93.84  (feet)  COMP
 CK2975  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 CK2975
 CK2975  VERT ORDER  -  FIRST     CLASS II
 CK2975
 CK2975.The horizontal coordinates were scaled from a topographic map and have
 CK2975.an estimated accuracy of +/- 6 seconds.
 CK2975
 CK2975.The orthometric height was determined by differential leveling
 CK2975.and adjusted by the National Geodetic Survey in June 1991..
 CK2975
 CK2975.The geoid height was determined by GEOID03.
 CK2975
 CK2975.The dynamic height is computed by dividing the NAVD 88
 CK2975.geopotential number by the normal gravity value computed on the
 CK2975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2975.degrees latitude (g = 980.6199 gals.).
 CK2975
 CK2975.The modeled gravity was interpolated from observed gravity values.
 CK2975
 CK2975;                    North         East    Units  Estimated Accuracy
 CK2975;SPC SC       -   116,550.      637,640.      MT  (+/- 180 meters Scaled)
 CK2975
 CK2975                          SUPERSEDED SURVEY CONTROL
 CK2975
 CK2975  NGVD 29 (03/21/89)   28.922  (m)           94.89   (f) ADJUSTED    1 2
 CK2975
 CK2975.Superseded values are not recommended for survey control.
 CK2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2975.See file dsdata.txt to determine how the superseded data were derived.
 CK2975
 CK2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS280384(NAD 83)
 CK2975_MARKER: DD = SURVEY DISK
 CK2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2975_SP_SET: CONCRETE POST
 CK2975_STAMPING: VERT 15 030 1983
 CK2975_MARK LOGO: SCGS  
 CK2975_PROJECTION: RECESSED 3 CENTIMETERS
 CK2975_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2975+STABILITY: SURFACE MOTION
 CK2975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2975+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK2975
 CK2975  HISTORY     - Date     Condition        Report By
 CK2975  HISTORY     - 1983     MONUMENTED       SCGS
 CK2975  HISTORY     - 19941229 GOOD             SCGS
 CK2975  HISTORY     - 20050803 GOOD             SCGS
 CK2975
 CK2975                          STATION DESCRIPTION
 CK2975
 CK2975'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2975'4.5 KM (2.8 MI) SW FROM WALTERBORO.
 CK2975'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2975'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2975'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 3.4 KILOMETERS (2.15
 CK2975'MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE (JEFFRIES BOULEVARD)
 CK2975'TOWARDS INTERSTATE 95, THENCE 1.0 KILOMETER (0.65 MILE) SOUTHWEST
 CK2975'ALONG STATE HIGHWAY 63, SET BY A POWER POLE ACROSS FROM THE STATE
 CK2975'MAINTENANCE SHOP, 7.7 METERS (25.2 FEET) WEST-SOUTHWEST OF THE POWER
 CK2975'POLE, 9.0 METERS (29.6 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CK2975'SOUTH BOUND LANE OF THE HIGHWAY, 3.0 METERS (10.0 FEET) EAST OF POWER
 CK2975'POLE 213564, 39.5 METERS (129.8 FEET) EAST-NORTHEAST OF THE SOUTHEAST
 CK2975'CORNER OF A SMALL CINDER BLOCK BUILDING.
 CK2975'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2975
 CK2975                          STATION RECOVERY (1994)
 CK2975
 CK2975'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2975'STATION IS LOCATED 2.2 MILES (3.5 KM) SOUTHWEST OF WALTERBORO.
 CK2975'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2975'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2975'JUNCTION OF U.S.  HIGHWAY 17 ALTERNATE, STATE HIGHWAY 63 AND STATE
 CK2975'ROAD 51, 1.65 MILES (2.66 KM) SOUTHWEST OF WALTERBORO, GO WEST
 CK2975'SOUTHWEST ON HIGHWAY 63 FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE
 CK2975'RIGHT NEAR A POWER POLE, ACROSS THE HIGHWAY FROM THE SOUTH CAROLINA
 CK2975'DEPARTMENT OF TRANSPORTATION MAINTENANCE SHED.  STATION IS A CONCRETE
 CK2975'POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE
 CK2975'HIGHWAY, 9.8 FEET (3.0 M) EAST OF THE POWER POLE NUMBER 213564 WITH A
 CK2975'GUY WIRE, 29.3 FEET (8.9 M) NORTH NORTHWEST OF THE CENTER OF THE
 CK2975'SOUTHBOUND LANES OF THE HIGHWAY, 74.3 FEET (22.6 M) SOUTH SOUTHEAST OF
 CK2975'THE SOUTH SOUTHWEST CORNER OF A LARGE CONCRETE BASE FOR A METAL SHED
 CK2975'(QUANSETT HUT) , 9.8 FEET (3.0 M) EAST OF A WITNESS POST. RECOVERED BY
 CK2975'R.W.  ROBERTS.
 CK2975
 CK2975                          STATION RECOVERY (2005)
 CK2975
 CK2975'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2975'STATION IS LOCATED 2.4 MI (3.86 KM) SOUTHWEST OF WALTERBORO.
 CK2975'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2975'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2975'OVERPASS OF INTERSTATE 95 (EXIT 53) AND STATE HIGHWAY 63 (SNIDERS
 CK2975'HIGHWAY), 3.3 MI (5.31 KM) WEST SOUTHWEST OF WALTERBORO, GO EAST
 CK2975'SOUTHEAST ON HIGHWAY 63 FOR 0.95 MI (1.53 KM) TO THE STATION ON THE
 CK2975'LEFT NEAR A POWER POLE IN FRONT OF B AND K SERVICE AUTOMOTIVE REPAIR
 CK2975'(A QUONSET HUT) AND ACROSS THE HIGHWAY FROM THE SOUTH CAROLINA
 CK2975'DEPARTMENT OF TRANSPORTATION MAINTENANCE SHED. STATION IS A CONCRETE
 CK2975'POST RECESSED 0.1 FT (0.0 M) AND LEVEL WITH THE HIGHWAY, 18.8 FT (5.7
 CK2975'M) SOUTHEAST OF THE SOUTHEAST CHAIN LINK FENCE CORNER POST OF A FENCE
 CK2975'AROUND REPAIR SHOP, 9.8 FT (3.0 M) EAST OF THE POWER POLE NUMBER
 CK2975'213564 WITH GUY WIRE, 16.5 FT (5.0 M) NORTH NORTHWEST OF THE NORTH
 CK2975'EDGE OF THE CURB OF THE HIGHWAY, 23.8 FT (7.3 M) WEST OF A POWER POLE
 CK2975'100/C/19, 9.6 FT (33.4 M) EAST OF A WITNESS POST. RECOVERED BY T.
 CK2975'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2973 ***********************************************************************
 CK2973  DESIGNATION -  15 031
 CK2973  PID         -  CK2973
 CK2973  STATE/COUNTY-  SC/COLLETON
 CK2973  USGS QUAD   -  WALTERBORO (1988)
 CK2973
 CK2973                         *CURRENT SURVEY CONTROL
 CK2973  ___________________________________________________________________
 CK2973* NAD 83(2001)-  32 52 47.30487(N)    080 42 49.48192(W)     ADJUSTED  
 CK2973* NAVD 88     -        29.245  (meters)      95.95   (feet)  ADJUSTED  
 CK2973  ___________________________________________________________________
 CK2973  X           -     865,205.228 (meters)                     COMP
 CK2973  Y           -  -5,291,452.703 (meters)                     COMP
 CK2973  Z           -   3,442,770.397 (meters)                     COMP
 CK2973  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CK2973  ELLIP HEIGHT-          -2.41  (meters)          (05/04/06) GPS OBS
 CK2973  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK2973  DYNAMIC HT  -          29.214 (meters)      95.85  (feet)  COMP
 CK2973  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 CK2973
 CK2973  HORZ ORDER  -  FIRST
 CK2973  VERT ORDER  -  FIRST     CLASS II
 CK2973  ELLP ORDER  -  FOURTH    CLASS II
 CK2973
 CK2973.The horizontal coordinates were established by GPS observations
 CK2973.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK2973
 CK2973.The orthometric height was determined by differential leveling
 CK2973.and adjusted by the National Geodetic Survey in June 1991..
 CK2973
 CK2973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2973
 CK2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2973
 CK2973.The ellipsoidal height was determined by GPS observations
 CK2973.and is referenced to NAD 83.
 CK2973
 CK2973.The geoid height was determined by GEOID03.
 CK2973
 CK2973.The dynamic height is computed by dividing the NAVD 88
 CK2973.geopotential number by the normal gravity value computed on the
 CK2973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2973.degrees latitude (g = 980.6199 gals.).
 CK2973
 CK2973.The modeled gravity was interpolated from observed gravity values.
 CK2973
 CK2973;                    North         East     Units Scale Factor Converg.
 CK2973;SPC SC       -   116,091.575   636,384.627   MT  0.99988786   +0 09 31.3
 CK2973;SPC SC       -   380,877.87  2,087,876.07   iFT  0.99988786   +0 09 31.3
 CK2973;UTM  17      - 3,637,998.768   526,776.996   MT  0.99960884   +0 09 19.4
 CK2973
 CK2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2973!SPC SC       -   1.00000038  x   0.99988786  =   0.99988824
 CK2973!UTM  17      -   1.00000038  x   0.99960884  =   0.99960922
 CK2973
 CK2973                          SUPERSEDED SURVEY CONTROL
 CK2973
 CK2973  NAVD 88 (05/04/06)   29.25   (m)           96.0    (f) LEVELING    3  
 CK2973  NGVD 29 (03/21/89)   29.532  (m)           96.89   (f) ADJUSTED    1 2
 CK2973
 CK2973.Superseded values are not recommended for survey control.
 CK2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2973.See file dsdata.txt to determine how the superseded data were derived.
 CK2973
 CK2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS2677737999(NAD 83)
 CK2973_MARKER: DD = SURVEY DISK
 CK2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2973_SP_SET: CONCRETE POST
 CK2973_STAMPING: VERT 15 031 1983
 CK2973_MARK LOGO: SCGS  
 CK2973_PROJECTION: RECESSED 3 CENTIMETERS
 CK2973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2973+STABILITY: SURFACE MOTION
 CK2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2973+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK2973
 CK2973  HISTORY     - Date     Condition        Report By
 CK2973  HISTORY     - 1983     MONUMENTED       SCGS
 CK2973  HISTORY     - 19941229 GOOD             SCGS
 CK2973  HISTORY     - 20050803 GOOD             SCGS
 CK2973
 CK2973                          STATION DESCRIPTION
 CK2973
 CK2973'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2973'5.8 KM (3.6 MI) SW FROM WALTERBORO.
 CK2973'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2973'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2973'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 3.4 KILOMETERS (2.15
 CK2973'MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE (JEFFRIES BOULEVARD)
 CK2973'TOWARDS INTERSTATE 95, THENCE 2.4 KILOMETERS (1.5 MILES) SOUTHWEST
 CK2973'ALONG STATE HIGHWAY 63, SET NEAR THE SOUTH LEG OF A BEST WESTERN MOTEL
 CK2973'SIGN, 29.7 METERS (97.5 FEET) NORTH OF THE CENTERLINE OF THE SOUTH
 CK2973'BOUND LANE OF THE HIGHWAY, 11.6 METERS (38.0 FEET) WEST OF THE
 CK2973'APPROXIMATE CENTER OF THE PAVED ROAD LEADING TO THE BEST WESTERN
 CK2973'MOTEL, 2.8 METERS (9.4 FEET) SOUTH OF THE SOUTH LEG OF THE SIGN.
 CK2973'THE MARK IS 2.40 M BELOW HIGHWAY.
 CK2973
 CK2973                          STATION RECOVERY (1994)
 CK2973
 CK2973'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2973'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTHWEST OF WALTERBORO.
 CK2973'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2973'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2973'JUNCTION OVERPASS OF INTERSTATE 95 AND STATE HIGHWAY 63 (EXIT 53) ,
 CK2973'3.2 MILES (5.1 KM) SOUTHWEST OF WALTERBORO, GO EAST ON HIGHWAY 63 FOR
 CK2973'0.15 MILE (0.24 KM) TO THE STATION NEAR THE SOUTH LEG OF A MOTEL SIGN
 CK2973'IN THE NORTHWEST ANGLE OF A PAVED ROAD LEADING TO THE BEST WESTERN
 CK2973'MOTEL.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 8.0
 CK2973'FEET (2.4 M) BELOW THE HIGHWAY, 9.5 FEET (2.9 M) SOUTH OF THE SOUTH
 CK2973'LEG OF THE LARGE MOTEL SIGN (BEST WESTERN WALTERBORO) , 39.2 FEET
 CK2973'(11.9 M) EST OF THE CENTER OF THE PAVED ROAD, 96.5 FEET (29.4 M) NORTH
 CK2973'OF THE SOUTHBOUND LANES OF THE HIGHWAY.  RECOVERED BY R.W. ROBERTS.
 CK2973
 CK2973                          STATION RECOVERY (2005)
 CK2973
 CK2973'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2973'STATION IS LOCATED 3.2 MI (5.15 KM) WEST-SOUTHWEST OF WALTERBORO.
 CK2973'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2973'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 CK2973'OVERPASS OF INTERSTATE 95 (EXIT 53) AND STATE HIGHWAY 63 , 3.3 MILES
 CK2973'(5.1 KM) WEST SOUTHWEST OF WALTERBORO, GO EAST SOUTHEAST ON HIGHWAY 63
 CK2973'FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR THE SOUTH LEG
 CK2973'OF A LARGE METAL SIGN (BEST WESTERN WALTERBORO) IN THE NORTHWEST ANGLE
 CK2973'OF AN ENTRANCE DRIVE LEADING NORTH BETWEEN RUBY TUESDAYS RESTAURANT
 CK2973'AND BP GASOLINE/MCDONALDS. STATION IS A CONCRETE POST RECESSED 0.1 FT
 CK2973'(0.0 M) AND 6.0 FT (1.8 M) BELOW THE HIGHWAY, 9.0 FT (2.7 M) SOUTH OF
 CK2973'THE METAL LEG, 11.5 FT (3.5 M) NORTH NORTHEAST OF A POWER LINE STUB
 CK2973'POLE WITH AN ELECTRIC METER ATTACHED, 22.6 FT (6.9 M) SOUTH OF THE
 CK2973'SOUTHEAST CORNER OF A CONCRETE CURB OF A PARKING LOT IN FRONT OF RUBY
 CK2973'TUESDAYS RESTAURANT, 20.0 FT (6.1 M) SOUTH SOUTHWEST OF A TELEPHONE
 CK2973'JUNCTION BOX C/83A. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2972 ***********************************************************************
 CK2972  DESIGNATION -  15 032
 CK2972  PID         -  CK2972
 CK2972  STATE/COUNTY-  SC/COLLETON
 CK2972  USGS QUAD   -  WALTERBORO (1988)
 CK2972
 CK2972                         *CURRENT SURVEY CONTROL
 CK2972  ___________________________________________________________________
 CK2972* NAD 83(1986)-  32 53 35.     (N)    080 42 35.     (W)     SCALED    
 CK2972* NAVD 88     -        27.137  (meters)      89.03   (feet)  ADJUSTED  
 CK2972  ___________________________________________________________________
 CK2972  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK2972  DYNAMIC HT  -          27.107 (meters)      88.93  (feet)  COMP
 CK2972  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 CK2972
 CK2972  VERT ORDER  -  FIRST     CLASS II
 CK2972
 CK2972.The horizontal coordinates were scaled from a topographic map and have
 CK2972.an estimated accuracy of +/- 6 seconds.
 CK2972
 CK2972.The orthometric height was determined by differential leveling
 CK2972.and adjusted by the National Geodetic Survey in June 1991..
 CK2972
 CK2972.The geoid height was determined by GEOID03.
 CK2972
 CK2972.The dynamic height is computed by dividing the NAVD 88
 CK2972.geopotential number by the normal gravity value computed on the
 CK2972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2972.degrees latitude (g = 980.6199 gals.).
 CK2972
 CK2972.The modeled gravity was interpolated from observed gravity values.
 CK2972
 CK2972;                    North         East    Units  Estimated Accuracy
 CK2972;SPC SC       -   117,560.      636,760.      MT  (+/- 180 meters Scaled)
 CK2972
 CK2972                          SUPERSEDED SURVEY CONTROL
 CK2972
 CK2972  NGVD 29 (03/21/89)   27.424  (m)           89.97   (f) ADJUSTED    1 2
 CK2972
 CK2972.Superseded values are not recommended for survey control.
 CK2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2972.See file dsdata.txt to determine how the superseded data were derived.
 CK2972
 CK2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS271394(NAD 83)
 CK2972_MARKER: DD = SURVEY DISK
 CK2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2972_SP_SET: CONCRETE POST
 CK2972_STAMPING: VERT 15 032 1983
 CK2972_MARK LOGO: SCGS  
 CK2972_PROJECTION: RECESSED 3 CENTIMETERS
 CK2972_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2972+STABILITY: SURFACE MOTION
 CK2972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2972+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 CK2972
 CK2972  HISTORY     - Date     Condition        Report By
 CK2972  HISTORY     - 1983     MONUMENTED       SCGS
 CK2972  HISTORY     - 19941229 GOOD             SCGS
 CK2972  HISTORY     - 20050926 GOOD             SCGS
 CK2972
 CK2972                          STATION DESCRIPTION
 CK2972
 CK2972'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2972'4.8 KM (3.0 MI) SW FROM WALTERBORO.
 CK2972'1.6 KILOMETERS (1.0 MILE) NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM
 CK2972'THE OVERPASS OF STATE HIGHWAY 63, JUST SOUTHWEST OF WALTERBORO, SET
 CK2972'NEAR A WIRE FENCE JUST BEFORE AN OVERPASS, 28.1 METERS (92.3 FEET)
 CK2972'EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE, 4.3 METERS
 CK2972'(14.0 FEET) WEST-NORTHWEST OF THE WIRE FENCE, 3.7 METERS (12.0 FEET)
 CK2972'NORTHEAST OF A BLAZED 6-INCH PINE TREE.
 CK2972'THE MARK IS 0.60 METERS  SSW FROM A WITNESS POST.
 CK2972'THE MARK IS 0.90 M BELOW INTERSTATE.
 CK2972
 CK2972                          STATION RECOVERY (1994)
 CK2972
 CK2972'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2972'RECOVERED AS DESCRIBED.
 CK2972
 CK2972                          STATION RECOVERY (2005)
 CK2972
 CK2972'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2972'STATION IS LOCATED 2.6 MI (4.18 KM) WEST SOUTHWEST OF WALTERBORO.
 CK2972'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2972'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM JUNCTION
 CK2972'OVERPASS OF INTERSTATE HIGHWAY 95 (EXIT 53) AND STATE HIGHWAY 63, 3.3
 CK2972'MI (106.7 KM) WEST SOUTHWEST OF WALTERBORO, GO NORTH NORTHEAST ON
 CK2972'INTERSTATE 95 FOR 1.0 MI (1.61 KM) TO THE STATION ON THE RIGHT NEAR
 CK2972'THE WIRE INTERSTATE RIGHT OF WAY FENCE AND A LARGE BLAZED PINE TREE.
 CK2972'STATION IS A CONCRETE POST RECESSED 0.1 FT (0.0 M) AND 0.5 FT (0.2 M)
 CK2972'BELOW THE HIGHWAY, 92.3 FT (28.1 M) EAST SOUTHEAST OF THE NORTH BOUND
 CK2972'LANES OF THE HIGHWAY, 14.0 FT (4.3 M) WEST NORTHWEST OF THE FENCE
 CK2972'LINE, 12.0 FT (3.7 M) NORTHEAST OF THE BLAZED 1.0-FOOT PINE TREE, 1.2
 CK2972'FT (0.4 M) SOUTH SOUTHWEST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2971 ***********************************************************************
 CK2971  DESIGNATION -  15 033
 CK2971  PID         -  CK2971
 CK2971  STATE/COUNTY-  SC/COLLETON
 CK2971  USGS QUAD   -  WALTERBORO (1988)
 CK2971
 CK2971                         *CURRENT SURVEY CONTROL
 CK2971  ___________________________________________________________________
 CK2971* NAD 83(1986)-  32 54 21.     (N)    080 42 07.     (W)     SCALED    
 CK2971* NAVD 88     -        14.045  (meters)      46.08   (feet)  ADJUSTED  
 CK2971  ___________________________________________________________________
 CK2971  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 CK2971  DYNAMIC HT  -          14.030 (meters)      46.03  (feet)  COMP
 CK2971  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 CK2971
 CK2971  VERT ORDER  -  FIRST     CLASS II
 CK2971
 CK2971.The horizontal coordinates were scaled from a topographic map and have
 CK2971.an estimated accuracy of +/- 6 seconds.
 CK2971
 CK2971.The orthometric height was determined by differential leveling
 CK2971.and adjusted by the National Geodetic Survey in June 1991..
 CK2971
 CK2971.The geoid height was determined by GEOID03.
 CK2971
 CK2971.The dynamic height is computed by dividing the NAVD 88
 CK2971.geopotential number by the normal gravity value computed on the
 CK2971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2971.degrees latitude (g = 980.6199 gals.).
 CK2971
 CK2971.The modeled gravity was interpolated from observed gravity values.
 CK2971
 CK2971;                    North         East    Units  Estimated Accuracy
 CK2971;SPC SC       -   118,980.      637,480.      MT  (+/- 180 meters Scaled)
 CK2971
 CK2971                          SUPERSEDED SURVEY CONTROL
 CK2971
 CK2971  NGVD 29 (03/21/89)   14.332  (m)           47.02   (f) ADJUSTED    1 2
 CK2971
 CK2971.Superseded values are not recommended for survey control.
 CK2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2971.See file dsdata.txt to determine how the superseded data were derived.
 CK2971
 CK2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS278408(NAD 83)
 CK2971_MARKER: DD = SURVEY DISK
 CK2971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK2971_SP_SET: BRIDGE WINGWALL
 CK2971_STAMPING: VERT 15 033 1983
 CK2971_MARK LOGO: SCGS  
 CK2971_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2971+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 CK2971
 CK2971  HISTORY     - Date     Condition        Report By
 CK2971  HISTORY     - 1983     MONUMENTED       SCGS
 CK2971  HISTORY     - 19941229 GOOD             SCGS
 CK2971  HISTORY     - 20050926 GOOD             SCGS
 CK2971
 CK2971                          STATION DESCRIPTION
 CK2971
 CK2971'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2971'3.9 KM (2.4 MI) WEST FROM WALTERBORO.
 CK2971'3.2 KILOMETERS (2.0 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM
 CK2971'THE OVERPASS OF STATE HIGHWAY 63, JUST SOUTHWEST OF WALTERBORO, SET IN
 CK2971'THE NORTHEAST CORNER OF THE SOUTHBOUND LANE BRIDGE.
 CK2971'THE MARK IS 0.30 M ABOVE INTERSTATE HIGHWAY 95.
 CK2971
 CK2971                          STATION RECOVERY (1994)
 CK2971
 CK2971'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2971'STATION IS LOCATED ON THE SOUTHWEST SIDE OF WALTERBORO.
 CK2971'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2971'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2971'JUNCTION OVERPASS OF INTERSTATE 95 AND STATE HIGHWAY 63, 3.2 MILES
 CK2971'(5.1 KM) SOUTHWEST OF WALTERBORO, GO NORTHEAST ALONG INTERSTATE 95 FOR
 CK2971'2.0 MILES (3.2 KM) TO THE STATION SET IN THE NORTHEAST CORNER OF THE
 CK2971'NORTHBOUND LANES OF A BRIDGE.  STATION IS A DRILL MARK IN THE WINGWALL
 CK2971'AND 1.0 FOOT (0.3 M) ABOVE INTERSTATE HIGHWAY, 2.0 FEET (0.6 M) WEST
 CK2971'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST WINGWALL.  RECOVERED
 CK2971'BY R.W.  ROBERTS.
 CK2971
 CK2971                          STATION RECOVERY (2005)
 CK2971
 CK2971'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2971'STATION IS LOCATED 2.0 MI (3.22 KM) WEST OF WALTERBORO.
 CK2971'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2971'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2971'OVERPASS OF INTERSTATE HIGHWAY 95 (EXIT 53) AND STATE HIGHWAY 63, 3.3
 CK2971'MI (106.7 KM) WEST SOUTHWEST OF WALTERBORO, GO NORTH NORTHEAST ON
 CK2971'HIGHWAY 95 FOR 2.0 MI (3.22 KM) TO THE STATION ON THE RIGHT IN THE
 CK2971'WINGWALL OF THE NORTHEAST CORNER OF A CONCRETE BRIDGE. STATION IS A
 CK2971'DISK SET IN A DRILL HOLE AND 1.0 FT (0.3 M) ABOVE THE HIGHWAY, 2.0 FT
 CK2971'(0.6 M) WEST NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL. RECOVERED
 CK2971'BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2970 ***********************************************************************
 CK2970  DESIGNATION -  15 034
 CK2970  PID         -  CK2970
 CK2970  STATE/COUNTY-  SC/COLLETON
 CK2970  USGS QUAD   -  WALTERBORO (1988)
 CK2970
 CK2970                         *CURRENT SURVEY CONTROL
 CK2970  ___________________________________________________________________
 CK2970* NAD 83(1986)-  32 55 08.     (N)    080 41 48.     (W)     SCALED    
 CK2970* NAVD 88     -        16.947  (meters)      55.60   (feet)  ADJUSTED  
 CK2970  ___________________________________________________________________
 CK2970  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK2970  DYNAMIC HT  -          16.929 (meters)      55.54  (feet)  COMP
 CK2970  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 CK2970
 CK2970  VERT ORDER  -  FIRST     CLASS II
 CK2970
 CK2970.The horizontal coordinates were scaled from a topographic map and have
 CK2970.an estimated accuracy of +/- 6 seconds.
 CK2970
 CK2970.The orthometric height was determined by differential leveling
 CK2970.and adjusted by the National Geodetic Survey in June 1991..
 CK2970
 CK2970.The geoid height was determined by GEOID03.
 CK2970
 CK2970.The dynamic height is computed by dividing the NAVD 88
 CK2970.geopotential number by the normal gravity value computed on the
 CK2970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2970.degrees latitude (g = 980.6199 gals.).
 CK2970
 CK2970.The modeled gravity was interpolated from observed gravity values.
 CK2970
 CK2970;                    North         East    Units  Estimated Accuracy
 CK2970;SPC SC       -   120,430.      637,970.      MT  (+/- 180 meters Scaled)
 CK2970
 CK2970                          SUPERSEDED SURVEY CONTROL
 CK2970
 CK2970  NGVD 29 (03/21/89)   17.234  (m)           56.54   (f) ADJUSTED    1 2
 CK2970
 CK2970.Superseded values are not recommended for survey control.
 CK2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2970.See file dsdata.txt to determine how the superseded data were derived.
 CK2970
 CK2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS283423(NAD 83)
 CK2970_MARKER: DD = SURVEY DISK
 CK2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2970_SP_SET: CONCRETE POST
 CK2970_STAMPING: VERT 15 034 1983
 CK2970_MARK LOGO: SCGS  
 CK2970_PROJECTION: RECESSED 5 CENTIMETERS
 CK2970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2970+STABILITY: SURFACE MOTION
 CK2970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2970+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 CK2970
 CK2970  HISTORY     - Date     Condition        Report By
 CK2970  HISTORY     - 1983     MONUMENTED       SCGS
 CK2970  HISTORY     - 19920513 GOOD             SCGS
 CK2970  HISTORY     - 19920521 GOOD             SCGS
 CK2970  HISTORY     - 20050926 GOOD             SCGS
 CK2970
 CK2970                          STATION DESCRIPTION
 CK2970
 CK2970'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2970'3.9 KM (2.4 MI) NW FROM WALTERBORO.
 CK2970'THE MARK IS 0.30 M BELOW INTERSTATE 95.
 CK2970'4.7 KILOMETERS (2.95 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM
 CK2970'THE OVERPASS OF STATE HIGHWAY 63, JUST SOUTHWEST OF WALTERBORO, SET
 CK2970'NEAR A LONE 50-INCH OAK TREE, 29.1 METERS (95.5 FEET) EAST-SOUTHEAST
 CK2970'OF THE CENTERLINE OF THE NORTH BOUND LANE, 4.0 METERS (13.0 FEET)
 CK2970'SOUTH OF THE 50-INCH OAK TREE, 3.5 METERS (11.5 FEET) WEST-NORTHWEST
 CK2970'OF A WIRE FENCE, 7.9 METERS (26.0 FEET) NORTHWEST OF POWER POLE
 CK2970'NUMBER 257850.
 CK2970'THE MARK IS 0.70 METERS  NNE FROM A WITNESS POST.
 CK2970
 CK2970                          STATION RECOVERY (1992)
 CK2970
 CK2970'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK2970'RECOVERED IN GOOD CONDITION.
 CK2970
 CK2970                          STATION RECOVERY (1992)
 CK2970
 CK2970'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK2970'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTHWEST OF WALTERBORO.
 CK2970'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2970'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2970'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 AND
 CK2970'STATE HIGHWAY 64, 2.2 MILES (3.5 KM) NORTHWEST OF WALTERBORO, GO
 CK2970'NORTH NORTHEAST ON HIGHWAY 95 FOR 2.9 MILES (4.7 KM) TO THE STATION
 CK2970'ON THE RIGHT NEAR A FENCE LINE AND A POWER POLE.
 CK2970'STATION IS A CONCRETE POST RECESSED 0.3-FOOT AND 3.0 FEET (0.9 M)
 CK2970'BELOW THE HIGHWAY, 95.0 FEET (29.0 M) EAST SOUTHEAST OF THE CENTER OF
 CK2970'THE NORTHBOUND LANES OF THE HIGHWAY, 10.9 FEET (3.3 M) WEST NORTHWEST
 CK2970'OF THE FENCE LINE, 25.6 FEET (7.8 M) NORTHWEST OF THE POWER POLE
 CK2970'NUMBER 257850 WITH 4 GUY WIRES, 12.3 FEET (3.7 M) SOUTH OF A 2.5-FOOT
 CK2970'LIVE OAK TREE, 2.3 FEET (0.7 M) NORTH NORTHEAST OF A WITNESS POST.
 CK2970'RECOVERED BY T. HALL.
 CK2970
 CK2970                          STATION RECOVERY (2005)
 CK2970
 CK2970'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2970'STATION IS LOCATED 2.0 MI (3.22 KM) WEST NORTHWEST OF WALTERBORO.
 CK2970'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2970'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2970'OVERPASS OF INTERSTATE HIGHWAY 95 (EXIT 53) AND STATE HIGHWAY 63, 3.3
 CK2970'MI (106.7 KM) WEST SOUTHWEST OF WALTERBORO, GO NORTH NORTHEAST ON
 CK2970'HIGHWAY 95 FOR 2.9 MI (4.67 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2970'FENCE LINE AND A POWER POLE. STATION IS A CONCRETE POST RECESSED 0.2
 CK2970'FT (0.1 M) AND 2.0 FT (0.6 M) BELOW THE HIGHWAY, 95.0 FT (29.0 M) EAST
 CK2970'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 10.9
 CK2970'FT (3.3 M) WEST NORTHWEST OF THE FENCE LINE, 25.6 FT (7.8 M) NORTHWEST
 CK2970'OF THE POWER POLE NUMBER 257850 WITH FOUR GUY WIRES, 12.3 FT (3.7 M)
 CK2970'SOUTH OF A 2.5-FOOT LIVE OAK TREE, 2.3 FT (0.7 M) NORTH NORTHEAST OF A
 CK2970'WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2980 ***********************************************************************
 CK2980  DESIGNATION -  15 035
 CK2980  PID         -  CK2980
 CK2980  STATE/COUNTY-  SC/COLLETON
 CK2980  USGS QUAD   -  WALTERBORO (1988)
 CK2980
 CK2980                         *CURRENT SURVEY CONTROL
 CK2980  ___________________________________________________________________
 CK2980* NAD 83(1986)-  32 54 37.     (N)    080 40 04.     (W)     SCALED    
 CK2980* NAVD 88     -        13.236  (meters)      43.43   (feet)  ADJUSTED  
 CK2980  ___________________________________________________________________
 CK2980  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2980  DYNAMIC HT  -          13.222 (meters)      43.38  (feet)  COMP
 CK2980  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 CK2980
 CK2980  VERT ORDER  -  FIRST     CLASS II
 CK2980
 CK2980.The horizontal coordinates were scaled from a topographic map and have
 CK2980.an estimated accuracy of +/- 6 seconds.
 CK2980
 CK2980.The orthometric height was determined by differential leveling
 CK2980.and adjusted by the National Geodetic Survey in June 1991..
 CK2980
 CK2980.The geoid height was determined by GEOID03.
 CK2980
 CK2980.The dynamic height is computed by dividing the NAVD 88
 CK2980.geopotential number by the normal gravity value computed on the
 CK2980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2980.degrees latitude (g = 980.6199 gals.).
 CK2980
 CK2980.The modeled gravity was interpolated from observed gravity values.
 CK2980
 CK2980;                    North         East    Units  Estimated Accuracy
 CK2980;SPC SC       -   119,480.      640,680.      MT  (+/- 180 meters Scaled)
 CK2980
 CK2980                          SUPERSEDED SURVEY CONTROL
 CK2980
 CK2980  NGVD 29 (03/21/89)   13.523  (m)           44.37   (f) ADJUSTED    1 2
 CK2980
 CK2980.Superseded values are not recommended for survey control.
 CK2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2980.See file dsdata.txt to determine how the superseded data were derived.
 CK2980
 CK2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS310413(NAD 83)
 CK2980_MARKER: DD = SURVEY DISK
 CK2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2980_SP_SET: CONCRETE POST
 CK2980_STAMPING: VERT 15 035 1983
 CK2980_MARK LOGO: SCGS  
 CK2980_PROJECTION: RECESSED 8 CENTIMETERS
 CK2980_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2980+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 CK2980
 CK2980  HISTORY     - Date     Condition        Report By
 CK2980  HISTORY     - 1983     MONUMENTED       SCGS
 CK2980  HISTORY     - 20050926 GOOD             SCGS
 CK2980
 CK2980                          STATION DESCRIPTION
 CK2980
 CK2980'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2980'IN WALTERBORO.
 CK2980'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2980'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2980'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.6 KILOMETER (0.4 MILE)
 CK2980'NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), SET IN THE VEE OF
 CK2980'THE INTERSECTION WITH STATE HIGHWAY 64, 20.2 METERS (66.4 FEET)
 CK2980'WEST-SOUTHWEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S
 CK2980'HIGHWAY 15, 12.7 METERS (41.6 FEET) EAST-NORTHEAST OF THE CENTERLINE
 CK2980'OF THE NORTHBOUND LANE OF STATE HIGHWAY 64, 5.6 METERS (18.5 FEET)
 CK2980'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A SMALL BRICK BUILDING,
 CK2980'(CENTURY 21 REALTY), 9.3 METERS (30.7 FEET) WEST-NORTHWEST OF THE
 CK2980'NORTHEAST CORNER OF THE REALTY BUILDING.
 CK2980'THE MARK IS 0.30 M BELOW HIGHWAY 64.
 CK2980
 CK2980                          STATION RECOVERY (2005)
 CK2980
 CK2980'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2980'STATION IS LOCATED IN WALTERBORO.  OWNERSHIP--MCDONALDS, 727 NORTH
 CK2980'JEFFERIES BOULEVARD, WALTERBORO, SC 29488. TO REACH THE STATION FROM
 CK2980'THE JUNCTION OF U.S. HIGHWAY 15 SOUTH AND STATE HIGHWAY 64 BUSINESS
 CK2980'EAST (NORTH JEFFERIES BOULEVARD) AND STATE HIGHWAY 64 BUSINESS WEST
 CK2980'(BELLS HIGHWAY) IN WALTERBORO, GO SOUTH SOUTHEAST ON HIGHWAYS 15 SOUTH
 CK2980'AND 64 BUSINESS EAST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT
 CK2980'IN THE LANDSCAPED AREA NEAR THE BASE OF A LARGE METAL MCDONALDS SIGN
 CK2980'POST. STATION IS A CONCRETE POST RECESSED 0.3 FT (0.1 M) AND LEVEL
 CK2980'WITH THE MCDONALDS PARKING LOT, 18.5 FT (5.6 M) NORTHEAST OF THE
 CK2980'NORTHWEST CORNER OF THE BRICK BUILDING, 9.7 FT (3.0 M) SOUTHWEST OF
 CK2980'THE SOUTHWEST CORNER OF THE METAL BASE OF THE TALL METAL MCDONALDS
 CK2980'SIGN POST, 7.0 FT (2.1 M) WEST OF A 1.0-FOOT HOLLY TREE, 23.5 FT (7.2
 CK2980'M) EAST NORTHEAST OF A POWER POLE 100/C-1820 WITH FIVE GUY WIRES, A
 CK2980'TRANSFORMER AND A SECURITY LIGHT, 23.2 FT (7.1 M) EAST NORTHEAST OF A
 CK2980'TELEPHONE JUNCTION BOX NJB10, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 CK2980'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2979 ***********************************************************************
 CK2979  DESIGNATION -  15 036
 CK2979  PID         -  CK2979
 CK2979  STATE/COUNTY-  SC/COLLETON
 CK2979  USGS QUAD   -  WALTERBORO (1988)
 CK2979
 CK2979                         *CURRENT SURVEY CONTROL
 CK2979  ___________________________________________________________________
 CK2979* NAD 83(2001)-  32 55 00.83018(N)    080 40 28.74628(W)     ADJUSTED  
 CK2979* NAVD 88     -        25.282  (meters)      82.95   (feet)  ADJUSTED  
 CK2979  ___________________________________________________________________
 CK2979  X           -     868,452.839 (meters)                     COMP
 CK2979  Y           -  -5,288,653.146 (meters)                     COMP
 CK2979  Z           -   3,446,221.996 (meters)                     COMP
 CK2979  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 CK2979  ELLIP HEIGHT-          -6.41  (meters)          (05/04/06) GPS OBS
 CK2979  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2979  DYNAMIC HT  -          25.254 (meters)      82.85  (feet)  COMP
 CK2979  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 CK2979
 CK2979  HORZ ORDER  -  FIRST
 CK2979  VERT ORDER  -  FIRST     CLASS II
 CK2979  ELLP ORDER  -  FOURTH    CLASS II
 CK2979
 CK2979.The horizontal coordinates were established by GPS observations
 CK2979.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK2979
 CK2979.The orthometric height was determined by differential leveling
 CK2979.and adjusted by the National Geodetic Survey in June 1991..
 CK2979
 CK2979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2979
 CK2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2979
 CK2979.The ellipsoidal height was determined by GPS observations
 CK2979.and is referenced to NAD 83.
 CK2979
 CK2979.The geoid height was determined by GEOID03.
 CK2979
 CK2979.The dynamic height is computed by dividing the NAVD 88
 CK2979.geopotential number by the normal gravity value computed on the
 CK2979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2979.degrees latitude (g = 980.6199 gals.).
 CK2979
 CK2979.The modeled gravity was interpolated from observed gravity values.
 CK2979
 CK2979;                    North         East     Units Scale Factor Converg.
 CK2979;SPC SC       -   120,215.319   640,029.586   MT  0.99987923   +0 10 49.3
 CK2979;SPC SC       -   394,407.21  2,099,834.60   iFT  0.99987923   +0 10 49.3
 CK2979;UTM  17      - 3,642,121.166   530,421.206   MT  0.99961141   +0 10 36.5
 CK2979
 CK2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2979!SPC SC       -   1.00000101  x   0.99987923  =   0.99988024
 CK2979!UTM  17      -   1.00000101  x   0.99961141  =   0.99961242
 CK2979
 CK2979                          SUPERSEDED SURVEY CONTROL
 CK2979
 CK2979  NAVD 88 (05/04/06)   25.28   (m)           82.9    (f) LEVELING    3  
 CK2979  NGVD 29 (03/21/89)   25.568  (m)           83.88   (f) ADJUSTED    1 2
 CK2979
 CK2979.Superseded values are not recommended for survey control.
 CK2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2979.See file dsdata.txt to determine how the superseded data were derived.
 CK2979
 CK2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS3042142121(NAD 83)
 CK2979_MARKER: DD = SURVEY DISK
 CK2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2979_SP_SET: CONCRETE POST
 CK2979_STAMPING: VERT 15 036 1983
 CK2979_MARK LOGO: SCGS  
 CK2979_PROJECTION: RECESSED 8 CENTIMETERS
 CK2979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2979+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 CK2979
 CK2979  HISTORY     - Date     Condition        Report By
 CK2979  HISTORY     - 1983     MONUMENTED       SCGS
 CK2979  HISTORY     - 20050810 GOOD             SCGS
 CK2979
 CK2979                          STATION DESCRIPTION
 CK2979
 CK2979'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2979'IN WALTERBORO.
 CK2979'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2979'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2979'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.6 KILOMETER (0.4 MILE)
 CK2979'NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), THENCE 1.0 KILOMETER
 CK2979'(0.65 MILE) NORTHWEST ALONG STATE HIGHWAY 64, SET NEAR THE SOUTHEAST
 CK2979'CORNER OF THE PRODUCTION CREDIT ASSOCIATION AND FEDERAL LAND BANK
 CK2979'ASSOCIATION BUILDING, 15.3 METERS (50.2 FEET) WEST-SOUTHWEST OF THE
 CK2979'CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 21.3 METERS (70.0
 CK2979'FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF SHARON DRIVE,
 CK2979'16.0 METERS (52.8 FEET) WEST-NORTHWEST OF A FIRE HYDRANT, 2.8 METERS
 CK2979'(9.5 FEET) EAST OF THE SOUTHEAST CORNER OF THE BUILDING.
 CK2979'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2979
 CK2979                          STATION RECOVERY (2005)
 CK2979
 CK2979'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2979'THE STATION IS LOCATED 1.0 MILE (1.61 KM) NORTH-NORTHWEST OF
 CK2979'WALTERBORO.  OWNERSHIP--AGSOUTH FARM CREDIT, ACA, 529 BELLS HIGHWAY,
 CK2979'WALTERBORO, SC 29480, CONTACT-JOHNATHAN BARNES, PHONE 843-549-1584. TO
 CK2979'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 (EXIT
 CK2979'57) AND STATE HIGHWAY 64 (BELLS HIGHWAY), 2.2 MI (3.54 KM) NORTHWEST
 CK2979'OF WALTERBORO, GO SOUTH SOUTHEAST ON HIGHWAY 64 FOR 1.3 MI (2.09 KM)
 CK2979'TO THE STATION ON THE RIGHT NEAR THE EAST CORNER OF THE AGSOUTH FARM
 CK2979'CREDIT BUILDING, STATION IS RECESSED IN AND PARTIALLY COVERED BY A
 CK2979'SIDEWALK. STATION IS A CONCRETE POST RECESSED 0.3 FT (0.1 M) AND LEVEL
 CK2979'WITH THE SIDEWALK, 8.9 FT (2.7 M) EAST OF THE EAST CORNER OF THE
 CK2979'BUILDING, 52.7 FT (16.1 M) WEST NORTHWEST OF A FIRE HYDRANT, 37.2 FT
 CK2979'(11.3 M) WEST OF THE CENTER OF A MANHOLE COVER SET INTO A CATCH BASIN
 CK2979'IN THE SIDEWALK ON THE SOUTHWEST SIDE OF THE HIGHWAY, 15.3 FT (4.7 M)
 CK2979'WEST OF THE SOUTHWEST ONE OF TWO 1.0-FOOT CYPRESS TREES IN THE FRONT
 CK2979'YARD OF THE BUILDING, 32.2 FT (9.8 M) SOUTHWEST OF THE SOUTHWEST EDGE
 CK2979'OF THE HIGHWAY SIDEWALK. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2969 ***********************************************************************
 CK2969  DESIGNATION -  15 037
 CK2969  PID         -  CK2969
 CK2969  STATE/COUNTY-  SC/COLLETON
 CK2969  USGS QUAD   -  WALTERBORO (1988)
 CK2969
 CK2969                         *CURRENT SURVEY CONTROL
 CK2969  ___________________________________________________________________
 CK2969* NAD 83(1986)-  32 55 43.     (N)    080 41 14.     (W)     SCALED    
 CK2969* NAVD 88     -        25.891  (meters)      84.94   (feet)  ADJUSTED  
 CK2969  ___________________________________________________________________
 CK2969  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK2969  DYNAMIC HT  -          25.863 (meters)      84.85  (feet)  COMP
 CK2969  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 CK2969
 CK2969  VERT ORDER  -  FIRST     CLASS II
 CK2969
 CK2969.The horizontal coordinates were scaled from a topographic map and have
 CK2969.an estimated accuracy of +/- 6 seconds.
 CK2969
 CK2969.The orthometric height was determined by differential leveling
 CK2969.and adjusted by the National Geodetic Survey in June 1991..
 CK2969
 CK2969.The geoid height was determined by GEOID03.
 CK2969
 CK2969.The dynamic height is computed by dividing the NAVD 88
 CK2969.geopotential number by the normal gravity value computed on the
 CK2969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2969.degrees latitude (g = 980.6199 gals.).
 CK2969
 CK2969.The modeled gravity was interpolated from observed gravity values.
 CK2969
 CK2969;                    North         East    Units  Estimated Accuracy
 CK2969;SPC SC       -   121,510.      638,850.      MT  (+/- 180 meters Scaled)
 CK2969
 CK2969                          SUPERSEDED SURVEY CONTROL
 CK2969
 CK2969  NGVD 29 (03/21/89)   26.178  (m)           85.89   (f) ADJUSTED    1 2
 CK2969
 CK2969.Superseded values are not recommended for survey control.
 CK2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2969.See file dsdata.txt to determine how the superseded data were derived.
 CK2969
 CK2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS292434(NAD 83)
 CK2969_MARKER: DD = SURVEY DISK
 CK2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2969_SP_SET: CONCRETE POST
 CK2969_STAMPING: VERT 15 037 1983
 CK2969_MARK LOGO: SCGS  
 CK2969_PROJECTION: RECESSED 5 CENTIMETERS
 CK2969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2969+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 CK2969
 CK2969  HISTORY     - Date     Condition        Report By
 CK2969  HISTORY     - 1983     MONUMENTED       SCGS
 CK2969  HISTORY     - 20050808 GOOD             SCGS
 CK2969
 CK2969                          STATION DESCRIPTION
 CK2969
 CK2969'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2969'3.9 KM (2.4 MI) NW FROM WALTERBORO.
 CK2969'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2969'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2969'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.6 KILOMETER (0.4 MILE)
 CK2969'NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), THENCE 2.7
 CK2969'KILOMETERS (1.7 MILES) NORTHWEST ALONG STATE HIGHWAY 64, SET NEAR AN
 CK2969'EXXON SIGN AT THE INTERSECTION OF COUNTY ROAD S-15-24, 11.9 METERS
 CK2969'(39.3 FEET) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 CK2969'HIGHWAY, 20.7 METERS (68.1 FEET) WEST-NORTHWEST OF THE CENTERLINE OF
 CK2969'THE COUNTY ROAD, 3.8 METERS (12.8 FEET) SOUTHEAST OF THE EXXON SIGN.
 CK2969'THE MARK IS 0.30 M ABOVE HIGHWAY.
 CK2969
 CK2969                          STATION RECOVERY (2005)
 CK2969
 CK2969'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2969'STATION IS LOCATED 2.0 MI (3.22 KM) NORTHWEST OF WALTERBORO.
 CK2969'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2969'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2969'OVERPASS OF INTERSTATE 95 (EXIT 57) AND STATE HIGHWAY 64 (BELLS
 CK2969'HIGHWAY), 2.2 MI (3.54 KM) NORTHWEST OF WALTERBORO, GO SOUTH SOUTHEAST
 CK2969'ON HIGHWAY 64 FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT NEAR AN
 CK2969'ABANDONED CONCRETE SIGN BASE IN THE NORTH ANGLE OF THE JUNCTION OF
 CK2969'STATE ROAD 24 (MOUNT CARMEL ROAD). STATION IS A CONCRETE POST RECESSED
 CK2969'0.2 FT (0.1 M) AND LEVEL WITH THE HIGHWAY, 11.2 FT (3.4 M) SOUTHEAST
 CK2969'OF THE SOUTH CORNER OF AN ABANDONED CONCRETE SIGN BASE, 34.3 FT (10.5
 CK2969'M) EAST OF THE CENTER OF A METAL MANHOLE COVER SET INTO A CURB DRAIN
 CK2969'BASIN, 24.0 FT (7.3 M) NORTH OF THE NORTH EDGE OF THE CONCRETE CURB OF
 CK2969'THE JUNCTION, 13.2 FT (4.0 M) NORTHWEST OF A WOODEN POST OF A SIGN
 CK2969'(STEEDLY MONUMENT WORKS), 18.5 FT (5.6 M) NORTH OF A METAL HIGHWAY
 CK2969'SIGN OF A SIGN (YIELD/DO NOT ENTER) POST, 0.8 FT (0.2 M) WEST
 CK2969'SOUTHWEST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2968 ***********************************************************************
 CK2968  DESIGNATION -  15 038
 CK2968  PID         -  CK2968
 CK2968  STATE/COUNTY-  SC/COLLETON
 CK2968  USGS QUAD   -  WALTERBORO (1988)
 CK2968
 CK2968                         *CURRENT SURVEY CONTROL
 CK2968  ___________________________________________________________________
 CK2968* NAD 83(1986)-  32 56 14.     (N)    080 41 02.     (W)     SCALED    
 CK2968* NAVD 88     -        17.549  (meters)      57.58   (feet)  ADJUSTED  
 CK2968  ___________________________________________________________________
 CK2968  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK2968  DYNAMIC HT  -          17.530 (meters)      57.51  (feet)  COMP
 CK2968  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 CK2968
 CK2968  VERT ORDER  -  FIRST     CLASS II
 CK2968
 CK2968.The horizontal coordinates were scaled from a topographic map and have
 CK2968.an estimated accuracy of +/- 6 seconds.
 CK2968
 CK2968.The orthometric height was determined by differential leveling
 CK2968.and adjusted by the National Geodetic Survey in June 1991..
 CK2968
 CK2968.The geoid height was determined by GEOID03.
 CK2968
 CK2968.The dynamic height is computed by dividing the NAVD 88
 CK2968.geopotential number by the normal gravity value computed on the
 CK2968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2968.degrees latitude (g = 980.6199 gals.).
 CK2968
 CK2968.The modeled gravity was interpolated from observed gravity values.
 CK2968
 CK2968;                    North         East    Units  Estimated Accuracy
 CK2968;SPC SC       -   122,470.      639,160.      MT  (+/- 180 meters Scaled)
 CK2968
 CK2968                          SUPERSEDED SURVEY CONTROL
 CK2968
 CK2968  NGVD 29 (03/21/89)   17.836  (m)           58.52   (f) ADJUSTED    1 2
 CK2968
 CK2968.Superseded values are not recommended for survey control.
 CK2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2968.See file dsdata.txt to determine how the superseded data were derived.
 CK2968
 CK2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS295443(NAD 83)
 CK2968_MARKER: DB = BENCH MARK DISK
 CK2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2968_SP_SET: CONCRETE POST
 CK2968_STAMPING: VERT 15 038 1983
 CK2968_MARK LOGO: SCGS  
 CK2968_PROJECTION: FLUSH
 CK2968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2968
 CK2968  HISTORY     - Date     Condition        Report By
 CK2968  HISTORY     - 1983     MONUMENTED       SCGS
 CK2968  HISTORY     - 20050817 MARK NOT FOUND   SCGS
 CK2968
 CK2968                          STATION DESCRIPTION
 CK2968
 CK2968'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2968'4.3 KM (2.7 MI) NW FROM WALTERBORO.
 CK2968'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2968'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2968'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.6 KILOMETER (0.4 MILE)
 CK2968'NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), THENCE 2.7
 CK2968'KILOMETERS (1.7 MILES) NORTHWEST ALONG STATE HIGHWAY 64, THENCE 1.1
 CK2968'KILOMETERS (0.7 MILE) NORTHERLY ALONG COUNTY ROAD S-15-24, SET NEAR A
 CK2968'TELEPHONE JUNCTION BOX IN THE VEE OF THE INTERSECTION WITH COUNTY ROAD
 CK2968'S-15-129, 9.9 METERS (32.5 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF
 CK2968'COUNTY ROAD S-15-24, 8.4 METERS (27.4 FEET) WEST-NORTHWEST OF THE
 CK2968'CENTERLINE OF COUNTY ROAD S-15-129, 1.5 METERS (5.0 FEET)
 CK2968'NORTH-NORTHEAST OF TELEPHONE JUNCTION BOX NUMBER B81.
 CK2968'THE MARK IS 0.50 METERS  W FROM A WITNESS POST.
 CK2968'THE MARK IS ABOVE LEVEL WITH COUNTY ROADS.
 CK2968
 CK2968                          STATION RECOVERY (2005)
 CK2968
 CK2968'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2968'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, AREA CHANGED DUE TO
 CK2968'RIGHT OF WAY CONSTRUCTION, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2967 ***********************************************************************
 CK2967  DESIGNATION -  15 039
 CK2967  PID         -  CK2967
 CK2967  STATE/COUNTY-  SC/COLLETON
 CK2967  USGS QUAD   -  WALTERBORO (1988)
 CK2967
 CK2967                         *CURRENT SURVEY CONTROL
 CK2967  ___________________________________________________________________
 CK2967* NAD 83(1986)-  32 56 53.     (N)    080 40 32.     (W)     SCALED    
 CK2967* NAVD 88     -        26.499  (meters)      86.94   (feet)  ADJUSTED  
 CK2967  ___________________________________________________________________
 CK2967  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2967  DYNAMIC HT  -          26.471 (meters)      86.85  (feet)  COMP
 CK2967  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 CK2967
 CK2967  VERT ORDER  -  FIRST     CLASS II
 CK2967
 CK2967.The horizontal coordinates were scaled from a topographic map and have
 CK2967.an estimated accuracy of +/- 6 seconds.
 CK2967
 CK2967.The orthometric height was determined by differential leveling
 CK2967.and adjusted by the National Geodetic Survey in June 1991..
 CK2967
 CK2967.The geoid height was determined by GEOID03.
 CK2967
 CK2967.The dynamic height is computed by dividing the NAVD 88
 CK2967.geopotential number by the normal gravity value computed on the
 CK2967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2967.degrees latitude (g = 980.6199 gals.).
 CK2967
 CK2967.The modeled gravity was interpolated from observed gravity values.
 CK2967
 CK2967;                    North         East    Units  Estimated Accuracy
 CK2967;SPC SC       -   123,670.      639,930.      MT  (+/- 180 meters Scaled)
 CK2967
 CK2967                          SUPERSEDED SURVEY CONTROL
 CK2967
 CK2967  NGVD 29 (03/21/89)   26.786  (m)           87.88   (f) ADJUSTED    1 2
 CK2967
 CK2967.Superseded values are not recommended for survey control.
 CK2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2967.See file dsdata.txt to determine how the superseded data were derived.
 CK2967
 CK2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS303455(NAD 83)
 CK2967_MARKER: DD = SURVEY DISK
 CK2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2967_SP_SET: CONCRETE POST
 CK2967_STAMPING: VERT 15 039 1983
 CK2967_MARK LOGO: SCGS  
 CK2967_PROJECTION: FLUSH
 CK2967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2967+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 CK2967
 CK2967  HISTORY     - Date     Condition        Report By
 CK2967  HISTORY     - 1983     MONUMENTED       SCGS
 CK2967  HISTORY     - 20050808 GOOD             SCGS
 CK2967
 CK2967                          STATION DESCRIPTION
 CK2967
 CK2967'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2967'5.3 KM (3.3 MI) NW FROM WALTERBORO.
 CK2967'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2967'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2967'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.6 KILOMETER (0.4 MILE)
 CK2967'NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), THENCE 2.7
 CK2967'KILOMETERS (1.7 MILES) NORTHWEST ALONG STATE HIGHWAY 64, THENCE 1.1
 CK2967'KILOMETERS (0.7 MILE) NORTHERLY ALONG COUNTY ROAD S-15-24, THENCE 1.5
 CK2967'KILOMETERS (0.95 MILE) NORTHERLY ALONG COUNTY ROAD S-15-129, SET NEAR
 CK2967'A TELEPHONE JUNCTION BOX SOUTHWEST OF A BRICK HOUSE, 59.1 METERS
 CK2967'(194.0 FEET) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 CK2967'11.7 METERS (38.4 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY
 CK2967'ROAD, 5.2 METERS (17.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER
 CK2967'OF A SAND DRIVE, 1.5 METERS (5.0 FEET) EAST-NORTHEAST OF TELEPHONE
 CK2967'JUNCTION BOX NUMBER B21.
 CK2967'THE MARK IS 0.50 METERS  SSE FROM A WITNESS POST.
 CK2967'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
 CK2967
 CK2967                          STATION RECOVERY (2005)
 CK2967
 CK2967'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2967'STATION IS LOCATED 3.0 MI (4.83 KM) NORTH OF WALTERBORO.
 CK2967'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2967'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2967'OVERPASS OF INTERSTATE 95 (EXIT 57) AND STATE HIGHWAY 64 (BELLS
 CK2967'HIGHWAY), 2.2 MI (3.54 KM) NORTHWEST OF WALTERBORO, GO SOUTH SOUTHEAST
 CK2967'ON HIGHWAY 64 FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF STATE ROAD 24
 CK2967'(MOUNT CARMEL ROAD) LEFT, TURN LEFT ON ROAD 24 FOR 0.7 MI (1.13 KM) TO
 CK2967'THE JUNCTION OF STATE ROAD 129 (QUAIL DRIVE), BEAR RIGHT ON ROAD 129
 CK2967'FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT NEAR A TELEPHONE
 CK2967'JUNCTION BOX BETWEEN TWO BRICK HOUSES NUMBER 977 AND 1011, 0.25 MI
 CK2967'(1627.45 KM) WEST OF THE JUNCTION OF STATE ROAD 130 (ACADEMY ROAD).
 CK2967'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FT (0.3 M)
 CK2967'ABOVE THE ROAD, 38.5 FT (11.7 M) NORTH OF THE CENTER OF THE ROAD, 5.4
 CK2967'FT (1.6 M) NORTHEAST OF THE TELEPHONE JUNCTION BOX B/1B, 14.2 FT (4.3
 CK2967'M) NORTH NORTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 CK2967'BENEATH A GRASSY DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 1011, 0.7 FT
 CK2967'(308.4 M) SOUTH OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2966 ***********************************************************************
 CK2966  DESIGNATION -  15 040
 CK2966  PID         -  CK2966
 CK2966  STATE/COUNTY-  SC/COLLETON
 CK2966  USGS QUAD   -  WALTERBORO (1988)
 CK2966
 CK2966                         *CURRENT SURVEY CONTROL
 CK2966  ___________________________________________________________________
 CK2966* NAD 83(1986)-  32 57 18.     (N)    080 39 43.     (W)     SCALED    
 CK2966* NAVD 88     -        28.167  (meters)      92.41   (feet)  ADJUSTED  
 CK2966  ___________________________________________________________________
 CK2966  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2966  DYNAMIC HT  -          28.137 (meters)      92.31  (feet)  COMP
 CK2966  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 CK2966
 CK2966  VERT ORDER  -  FIRST     CLASS II
 CK2966
 CK2966.The horizontal coordinates were scaled from a topographic map and have
 CK2966.an estimated accuracy of +/- 6 seconds.
 CK2966
 CK2966.The orthometric height was determined by differential leveling
 CK2966.and adjusted by the National Geodetic Survey in June 1991..
 CK2966
 CK2966.The geoid height was determined by GEOID03.
 CK2966
 CK2966.The dynamic height is computed by dividing the NAVD 88
 CK2966.geopotential number by the normal gravity value computed on the
 CK2966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2966.degrees latitude (g = 980.6199 gals.).
 CK2966
 CK2966.The modeled gravity was interpolated from observed gravity values.
 CK2966
 CK2966;                    North         East    Units  Estimated Accuracy
 CK2966;SPC SC       -   124,440.      641,200.      MT  (+/- 180 meters Scaled)
 CK2966
 CK2966                          SUPERSEDED SURVEY CONTROL
 CK2966
 CK2966  NGVD 29 (03/21/89)   28.454  (m)           93.35   (f) ADJUSTED    1 2
 CK2966
 CK2966.Superseded values are not recommended for survey control.
 CK2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2966.See file dsdata.txt to determine how the superseded data were derived.
 CK2966
 CK2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS315463(NAD 83)
 CK2966_MARKER: DD = SURVEY DISK
 CK2966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2966_SP_SET: CONCRETE POST
 CK2966_STAMPING: VERT 15 040 1983
 CK2966_MARK LOGO: SCGS  
 CK2966_PROJECTION: RECESSED 5 CENTIMETERS
 CK2966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2966+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 CK2966
 CK2966  HISTORY     - Date     Condition        Report By
 CK2966  HISTORY     - 1983     MONUMENTED       SCGS
 CK2966  HISTORY     - 20050808 GOOD             SCGS
 CK2966
 CK2966                          STATION DESCRIPTION
 CK2966
 CK2966'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2966'5.6 KM (3.5 MI) NW FROM WALTERBORO.
 CK2966'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2966'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2966'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.6 KILOMETER (0.4 MILE)
 CK2966'NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), THENCE 2.7
 CK2966'KILOMETERS (1.7 MILES) NORTHWEST ALONG STATE HIGHWAY 64, THENCE 1.1
 CK2966'KILOMETERS (0.7 MILE) NORTHERLY ALONG COUNTY ROAD S-15-24, THENCE 1.9
 CK2966'KILOMETERS (1.2 MILES) NORTHERLY ALONG COUNTY ROAD S-15-129, THENCE
 CK2966'0.1 KILOMETER (0.05 MILE) NORTH ALONG COUNTY S-15-130, THENCE 1.0
 CK2966'KILOMETER (0.65 MILE) NORTHEAST ALONG COUNTY ROAD S-15-479, SET NEAR A
 CK2966'TELEPHONE JUNCTION BOX AT THE NORTHEAST CORNER OF A CHAIN LINK FENCE,
 CK2966'20.8 METERS (68.5 FEET) NORTH OF THE NORTHEAST CORNER OF A BRICK HOUSE
 CK2966'THAT IS SURROUNDED BY THE CHAIN LINK FENCE, 9.8 METERS (32.0 FEET)
 CK2966'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 2.9 METERS (9.7
 CK2966'FEET) EAST-NORTHEAST OF THE TELEPHONE JUNCTION BOX NUMBER A3,
 CK2966'1.8 METERS (6.0 FEET) WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE
 CK2966'CHAIN LINK FENCE.
 CK2966'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2966
 CK2966                          STATION RECOVERY (2005)
 CK2966
 CK2966'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2966'STATION IS LOCATED 3.5 MI (5.63 KM) NORTH OF WALTERBORO.
 CK2966'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2966'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2966'OF U.S. HIGHWAY 15 (NORTH JEFFERIES BOULEVARD) AND STATE HIGHWAY 64
 CK2966'(ROBERTSON BOULEVARD), 1.15 MI (1.85 KM) NORTH OF WALTERBORO, GO NORTH
 CK2966'ON HIGHWAY 15 FOR 1.0 MI (1.61 KM) TO THE JUNCTION OF STATE ROAD 130
 CK2966'(MIGHTY COUGAR DRIVE RIGHT AND ACADEMY ROAD LEFT), TURN LEFT ON ROAD
 CK2966'130 FOR 1.25 MI (2.01 KM) TO THE JUNCTION OF STATE ROAD 479
 CK2966'(WINCHESTER ROAD), TURN RIGHT ON ROAD 479 FOR 0.65 MI (1.05 KM) TO THE
 CK2966'STATION ON THE RIGHT NEAR A LARGE TELEPHONE JUNCTION BOX IN THE FRONT
 CK2966'OF A BRICK HOUSE NUMBER 1135. STATION IS A CONCRETE POST RECESSED 0.2
 CK2966'FT (0.1 M) AND LEVEL WITH THE ROAD, 32.0 FT (9.8 M) SOUTH SOUTHEAST OF
 CK2966'THE CENTER OF THE ROAD, 6.0 FT (1.8 M) WEST SOUTHWEST OF A CHAIN LINK
 CK2966'FENCE CORNER POST BETWEEN BRICK HOUSES NUMBER 1135 AND 1105, 7.3 FT
 CK2966'(339.0 M) EAST NORTHEAST OF THE NORTH CORNER OF A CONCRETE PAD
 CK2966'FOUNDATION TO A LARGE TELEPHONE JUNCTION BOX A/3, 95.9 FT (29.2 M)
 CK2966'EAST NORTHEAST OF THE NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE
 CK2966'CULVERT BENEATH THE DRIVEWAY TO THE BRICK HOUSE NUMBER 1135, 1.9 FT
 CK2966'(346.5 M) NORTH NORTHWEST OF THE CHAIN LINK FENCE LINE. RECOVERED BY
 CK2966'T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2965 ***********************************************************************
 CK2965  DESIGNATION -  15 041
 CK2965  PID         -  CK2965
 CK2965  STATE/COUNTY-  SC/COLLETON
 CK2965  USGS QUAD   -  WALTERBORO (1988)
 CK2965
 CK2965                         *CURRENT SURVEY CONTROL
 CK2965  ___________________________________________________________________
 CK2965* NAD 83(1986)-  32 57 38.     (N)    080 38 41.     (W)     SCALED    
 CK2965* NAVD 88     -        28.988  (meters)      95.10   (feet)  ADJUSTED  
 CK2965  ___________________________________________________________________
 CK2965  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2965  DYNAMIC HT  -          28.957 (meters)      95.00  (feet)  COMP
 CK2965  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 CK2965
 CK2965  VERT ORDER  -  FIRST     CLASS II
 CK2965
 CK2965.The horizontal coordinates were scaled from a topographic map and have
 CK2965.an estimated accuracy of +/- 6 seconds.
 CK2965
 CK2965.The orthometric height was determined by differential leveling
 CK2965.and adjusted by the National Geodetic Survey in June 1991..
 CK2965
 CK2965.The geoid height was determined by GEOID03.
 CK2965
 CK2965.The dynamic height is computed by dividing the NAVD 88
 CK2965.geopotential number by the normal gravity value computed on the
 CK2965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2965.degrees latitude (g = 980.6199 gals.).
 CK2965
 CK2965.The modeled gravity was interpolated from observed gravity values.
 CK2965
 CK2965;                    North         East    Units  Estimated Accuracy
 CK2965;SPC SC       -   125,070.      642,810.      MT  (+/- 180 meters Scaled)
 CK2965
 CK2965                          SUPERSEDED SURVEY CONTROL
 CK2965
 CK2965  NGVD 29 (03/21/89)   29.275  (m)           96.05   (f) ADJUSTED    1 2
 CK2965
 CK2965.Superseded values are not recommended for survey control.
 CK2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2965.See file dsdata.txt to determine how the superseded data were derived.
 CK2965
 CK2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS332469(NAD 83)
 CK2965_MARKER: DD = SURVEY DISK
 CK2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2965_SP_SET: CONCRETE POST
 CK2965_STAMPING: VERT 15 041 1983
 CK2965_MARK LOGO: SCGS  
 CK2965_PROJECTION: RECESSED 8 CENTIMETERS
 CK2965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2965+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 CK2965
 CK2965  HISTORY     - Date     Condition        Report By
 CK2965  HISTORY     - 1983     MONUMENTED       SCGS
 CK2965  HISTORY     - 20050808 GOOD             SCGS
 CK2965
 CK2965                          STATION DESCRIPTION
 CK2965
 CK2965'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2965'6.4 KM (4.0 MI) NORTH FROM WALTERBORO.
 CK2965'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2965'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2965'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 0.6 KILOMETER (0.4 MILE)
 CK2965'NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), THENCE 2.7
 CK2965'KILOMETERS (1.7 MILES) NORTHWEST ALONG STATE HIGHWAY 64, THENCE 1.1
 CK2965'KILOMETERS (0.7 MILES) NORTHERLY ALONG COUNTY ROAD S-15-24, THENCE 1.9
 CK2965'KILOMETERS (1.2 MILES) NORTHERLY ALONG COUNTY ROAD S-15-129, THENCE
 CK2965'0.1 KILOMETER (0.05 MILE) NORTH ALONG COUNTY ROAD S-15-130, THENCE 2.7
 CK2965'KILOMETERS (1.7 MILES) NORTHEAST ALONG COUNTY ROAD S-15-479, SET IN
 CK2965'THE SOUTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 15,
 CK2965'29.6 METERS (97.0 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTH
 CK2965'BOUND LAND OF U.S. HIGHWAY 15, 9.8 METERS (32.0 FEET) SOUTH OF THE
 CK2965'CENTERLINE OF THE COUNTY ROAD, 21.9 METERS (72.0 FEET) NORTH-NORTHEAST
 CK2965'OF A LONE 90-INCH OAK TREE, 3.7 METERS (12.0 FEET) WEST OF A LONE
 CK2965'MAPLE TREE.
 CK2965'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2965
 CK2965                          STATION RECOVERY (2005)
 CK2965
 CK2965'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2965'STATION IS LOCATED 4.1 MI (6.6 KM) NORTH NORTHEAST OF WALTERBORO.
 CK2965'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2965'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2965'OF U.S. HIGHWAY 15 (NORTH JEFFERIES BOULEVARD) AND STATE HIGHWAY 64
 CK2965'(ROBERTSON BOULEVARD), 1.15 MI (1.85 KM) NORTH OF WALTERBORO, GO NORTH
 CK2965'ON HIGHWAY 15 FOR 1.0 MI (1.61 KM) TO THE JUNCTION OF STATE ROAD 130
 CK2965'(MIGHTY COUGAR ROAD RIGHT AND ACADEMY ROAD LEFT), CONTINUE ON HIGHWAY
 CK2965'15 FOR 2.0 MI (3.22 KM) TO THE STATION ON THE LEFT NEAR AN OAK TREE IN
 CK2965'THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 479 (WINCHESTER
 CK2965'ROAD) LEFT. STATION IS A CONCRETE POST RECESSED 0.3 FT (0.1 M) AND
 CK2965'LEVEL WITH THE ROAD, 32.0 FT (9.8 M) SOUTH OF THE CENTER OF THE ROAD,
 CK2965'97.0 FT (29.6 M) WEST NORTHWEST OF THE CENTER OF THE SOUTH BOUND LANES
 CK2965'OF THE HIGHWAY, 5.0 FT (1.5 M) NORTHWEST OF THE 2.0-FOOT OAK TREE WITH
 CK2965'A SCGS REFERENCE WASHER ATTACHED, 30.5 FT (9.3 M) WEST OF A POWER POLE
 CK2965'NUMBER 452964 WITH EIGHT GUY WIRES, 30.5 FT (9.3 M) WEST OF A YELLOW
 CK2965'SOUTH CAROLINA AND ELECTRIC WITNESS POST PROJECTING 5 FEET. RECOVERED
 CK2965'BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2964 ***********************************************************************
 CK2964  DESIGNATION -  15 042
 CK2964  PID         -  CK2964
 CK2964  STATE/COUNTY-  SC/COLLETON
 CK2964  USGS QUAD   -  WALTERBORO (1988)
 CK2964
 CK2964                         *CURRENT SURVEY CONTROL
 CK2964  ___________________________________________________________________
 CK2964* NAD 83(1986)-  32 57 22.     (N)    080 38 48.     (W)     SCALED    
 CK2964* NAVD 88     -        26.403  (meters)      86.62   (feet)  ADJUSTED  
 CK2964  ___________________________________________________________________
 CK2964  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2964  DYNAMIC HT  -          26.375 (meters)      86.53  (feet)  COMP
 CK2964  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 CK2964
 CK2964  VERT ORDER  -  FIRST     CLASS II
 CK2964
 CK2964.The horizontal coordinates were scaled from a topographic map and have
 CK2964.an estimated accuracy of +/- 6 seconds.
 CK2964
 CK2964.The orthometric height was determined by differential leveling
 CK2964.and adjusted by the National Geodetic Survey in June 1991..
 CK2964
 CK2964.The geoid height was determined by GEOID03.
 CK2964
 CK2964.The dynamic height is computed by dividing the NAVD 88
 CK2964.geopotential number by the normal gravity value computed on the
 CK2964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2964.degrees latitude (g = 980.6199 gals.).
 CK2964
 CK2964.The modeled gravity was interpolated from observed gravity values.
 CK2964
 CK2964;                    North         East    Units  Estimated Accuracy
 CK2964;SPC SC       -   124,570.      642,630.      MT  (+/- 180 meters Scaled)
 CK2964
 CK2964                          SUPERSEDED SURVEY CONTROL
 CK2964
 CK2964  NGVD 29 (03/21/89)   26.690  (m)           87.57   (f) ADJUSTED    1 2
 CK2964
 CK2964.Superseded values are not recommended for survey control.
 CK2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2964.See file dsdata.txt to determine how the superseded data were derived.
 CK2964
 CK2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS330464(NAD 83)
 CK2964_MARKER: DD = SURVEY DISK
 CK2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2964_SP_SET: CONCRETE POST
 CK2964_STAMPING: VERT 15 042 1983
 CK2964_MARK LOGO: SCGS  
 CK2964_PROJECTION: FLUSH
 CK2964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2964+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 CK2964
 CK2964  HISTORY     - Date     Condition        Report By
 CK2964  HISTORY     - 1983     MONUMENTED       SCGS
 CK2964  HISTORY     - 20050808 GOOD             SCGS
 CK2964
 CK2964                          STATION DESCRIPTION
 CK2964
 CK2964'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2964'5.8 KM (3.6 MI) NORTH FROM WALTERBORO.
 CK2964'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2964'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2964'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 6.2 KILOMETERS (3.85
 CK2964'MILES) NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), SET IN THE
 CK2964'SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-15-459,
 CK2964'22.9 METERS (75.0 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTH
 CK2964'BOUND LANE OF THE HIGHWAY, 24.2 METERS (79.5 FEET) SOUTH-SOUTHWEST OF
 CK2964'THE CENTERLINE OF THE COUNTY ROAD, 11.4 METERS (37.5 FEET) SOUTHEAST
 CK2964'OF POWER POLE NUMBER 6671.
 CK2964'THE MARK IS 0.50 METERS  NW FROM A WITNESS POST.
 CK2964'THE MARK IS 1.20 M ABOVE HIGHWAY 15.
 CK2964
 CK2964                          STATION RECOVERY (2005)
 CK2964
 CK2964'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2964'STATION IS LOCATED 3.7 MI (5.95 KM) NORTH NORTHEAST OF WALTERBORO.
 CK2964'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2964'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2964'OF U.S. HIGHWAY 15 (NORTH JEFFERIES BOULEVARD) AND STATE HIGHWAY 64
 CK2964'(ROBERTSON BOULEVARD), 1.15 MI (1.85 KM) NORTH OF WALTERBORO, GO NORTH
 CK2964'ON HIGHWAY 15 FOR 1.0 MI (1.61 KM) TO THE JUNCTION OF STATE ROAD 130
 CK2964'(MIGHTY COUGAR ROAD RIGHT AND ACADEMY ROAD LEFT), CONTINUE ON HIGHWAY
 CK2964'15 FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT IN A WOODED AREA
 CK2964'IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 459 (INDUSTRIAL
 CK2964'ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FT
 CK2964'(0.2 M) ABOVE THE HIGHWAY, 37.0 FT (11.3 M) SOUTHEAST OF A POWER POLE
 CK2964'NUMBER 6671 WITH A METER BOX ATTACHED, 75.5 FT (23.0 M) EAST SOUTHEAST
 CK2964'OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 79.5 FT (24.2
 CK2964'M) SOUTH OF THE CENTER OF THE ROAD, 1.0 FT (0.3 M) NORTHWEST OF A
 CK2964'WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2981 ***********************************************************************
 CK2981  DESIGNATION -  15 043
 CK2981  PID         -  CK2981
 CK2981  STATE/COUNTY-  SC/COLLETON
 CK2981  USGS QUAD   -  WALTERBORO (1988)
 CK2981
 CK2981                         *CURRENT SURVEY CONTROL
 CK2981  ___________________________________________________________________
 CK2981* NAD 83(1986)-  32 56 36.     (N)    080 39 11.     (W)     SCALED    
 CK2981* NAVD 88     -        27.667  (meters)      90.77   (feet)  ADJUSTED  
 CK2981  ___________________________________________________________________
 CK2981  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2981  DYNAMIC HT  -          27.638 (meters)      90.68  (feet)  COMP
 CK2981  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 CK2981
 CK2981  VERT ORDER  -  FIRST     CLASS II
 CK2981
 CK2981.The horizontal coordinates were scaled from a topographic map and have
 CK2981.an estimated accuracy of +/- 6 seconds.
 CK2981
 CK2981.The orthometric height was determined by differential leveling
 CK2981.and adjusted by the National Geodetic Survey in June 1991..
 CK2981
 CK2981.The geoid height was determined by GEOID03.
 CK2981
 CK2981.The dynamic height is computed by dividing the NAVD 88
 CK2981.geopotential number by the normal gravity value computed on the
 CK2981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2981.degrees latitude (g = 980.6199 gals.).
 CK2981
 CK2981.The modeled gravity was interpolated from observed gravity values.
 CK2981
 CK2981;                    North         East    Units  Estimated Accuracy
 CK2981;SPC SC       -   123,150.      642,040.      MT  (+/- 180 meters Scaled)
 CK2981
 CK2981                          SUPERSEDED SURVEY CONTROL
 CK2981
 CK2981  NGVD 29 (03/21/89)   27.954  (m)           91.71   (f) ADJUSTED    1 2
 CK2981
 CK2981.Superseded values are not recommended for survey control.
 CK2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2981.See file dsdata.txt to determine how the superseded data were derived.
 CK2981
 CK2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS324450(NAD 83)
 CK2981_MARKER: DD = SURVEY DISK
 CK2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2981_SP_SET: CONCRETE POST
 CK2981_STAMPING: VERT 15 043 1983
 CK2981_MARK LOGO: SCGS  
 CK2981_PROJECTION: RECESSED 13 CENTIMETERS
 CK2981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2981+STABILITY: SURFACE MOTION
 CK2981
 CK2981  HISTORY     - Date     Condition        Report By
 CK2981  HISTORY     - 1983     MONUMENTED       SCGS
 CK2981  HISTORY     - 20060322 GOOD             SCGS
 CK2981
 CK2981                          STATION DESCRIPTION
 CK2981
 CK2981'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2981'4.2 KM (2.6 MI) NORTH FROM WALTERBORO.
 CK2981'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2981'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2981'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 4.7 KILOMETERS (2.9
 CK2981'MILES) NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), SET BY A
 CK2981'POWER POLE ON THE NORTHEAST SIDE OF THE PALMETTO MOTEL, 39.3 METERS
 CK2981'(129.0 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE PALMETTO
 CK2981'MOTELS ROOM 10, 17.7 METERS (58.0 FEET) WEST OF THE CENTERLINE OF THE
 CK2981'SOUTH BOUND LAND OF THE HIGHWAY, 7.6 METERS (25.0 FEET)
 CK2981'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND DRIVE,
 CK2981'2.0 METERS (6.8 FEET) NORTH-NORTHEAST OF POWER POLE NUMBER 95938,
 CK2981'6.3 METERS (20.8 FEET) SOUTHWEST OF A 3- BY 3-FOOT CINDER BLOCK LIGHT
 CK2981'FIXTURE.
 CK2981'THE MARK IS ABOVE LEVEL WITH HIGHWAY 15.
 CK2981
 CK2981                          STATION RECOVERY (2006)
 CK2981
 CK2981'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (DDW)
 CK2981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2983 ***********************************************************************
 CK2983  DESIGNATION -  15 044
 CK2983  PID         -  CK2983
 CK2983  STATE/COUNTY-  SC/COLLETON
 CK2983  USGS QUAD   -  WALTERBORO (1988)
 CK2983
 CK2983                         *CURRENT SURVEY CONTROL
 CK2983  ___________________________________________________________________
 CK2983* NAD 83(1986)-  32 55 50.     (N)    080 39 38.     (W)     SCALED    
 CK2983* NAVD 88     -        27.012  (meters)      88.62   (feet)  ADJUSTED  
 CK2983  ___________________________________________________________________
 CK2983  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2983  DYNAMIC HT  -          26.982 (meters)      88.52  (feet)  COMP
 CK2983  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 CK2983
 CK2983  VERT ORDER  -  FIRST     CLASS II
 CK2983
 CK2983.The horizontal coordinates were scaled from a topographic map and have
 CK2983.an estimated accuracy of +/- 6 seconds.
 CK2983
 CK2983.The orthometric height was determined by differential leveling
 CK2983.and adjusted by the National Geodetic Survey in June 1991..
 CK2983
 CK2983.The geoid height was determined by GEOID03.
 CK2983
 CK2983.The dynamic height is computed by dividing the NAVD 88
 CK2983.geopotential number by the normal gravity value computed on the
 CK2983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2983.degrees latitude (g = 980.6199 gals.).
 CK2983
 CK2983.The modeled gravity was interpolated from observed gravity values.
 CK2983
 CK2983;                    North         East    Units  Estimated Accuracy
 CK2983;SPC SC       -   121,730.      641,340.      MT  (+/- 180 meters Scaled)
 CK2983
 CK2983                          SUPERSEDED SURVEY CONTROL
 CK2983
 CK2983  NGVD 29 (03/21/89)   27.299  (m)           89.56   (f) ADJUSTED    1 2
 CK2983
 CK2983.Superseded values are not recommended for survey control.
 CK2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2983.See file dsdata.txt to determine how the superseded data were derived.
 CK2983
 CK2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS317436(NAD 83)
 CK2983_MARKER: DD = SURVEY DISK
 CK2983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2983_SP_SET: CONCRETE POST
 CK2983_STAMPING: VERT 15 044 1983
 CK2983_MARK LOGO: SCGS  
 CK2983_PROJECTION: FLUSH
 CK2983_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2983+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 CK2983
 CK2983  HISTORY     - Date     Condition        Report By
 CK2983  HISTORY     - 1983     MONUMENTED       SCGS
 CK2983  HISTORY     - 20050808 GOOD             SCGS
 CK2983
 CK2983                          STATION DESCRIPTION
 CK2983
 CK2983'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2983'3.2 KM (2.0 MI) NORTH FROM WALTERBORO.
 CK2983'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2983'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2983'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 2.9 KILOMETERS (1.85
 CK2983'MILES) NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), SET NEAR THE
 CK2983'NORTHERN MOST BRICK ENTRANCE PILLAR TO THE SILVER HILL HOUSING
 CK2983'COMMUNITY, 1.8 METERS (6.2 FEET) NORTH OF THE NORTHEAST CORNER OF THE
 CK2983'PILLAR, 16.5 METERS (54.5 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 CK2983'CENTER OF THE ENTRANCE ROAD, 14.3 METERS (47.0 FEET) EAST OF POWER
 CK2983'POLE NUMBER 19708, 27.7 METERS (91.0 FEET) EAST-SOUTHEAST OF THE
 CK2983'APPROXIMATE CENTER OF JEFFRIES BOULEVARD.
 CK2983'THE MARK IS 0.20 M BELOW JEFFRIES BOULEVARD.
 CK2983
 CK2983                          STATION RECOVERY (2005)
 CK2983
 CK2983'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2983'STATION IS LOCATED 1.8 MI (2.9 KM) NORTH OF WALTERBORO.
 CK2983'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2983'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2983'OF U.S. HIGHWAY 15 (NORTH JEFFERIES BOULEVARD) AND STATE HIGHWAY 64
 CK2983'(ROBERTSON BOULEVARD), 1.15 MI (1.85 KM) NORTH OF WALTERBORO, GO NORTH
 CK2983'ON HIGHWAY 15 FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2983'BRICK ENTRANCE MARKER IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE
 CK2983'ROAD 714 (WINTERGREEN ROAD), ENTRANCE TO SILVER HILL NEIGHBORHOOD.
 CK2983'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2983'HIGHWAY, 78.9 FT (24.0 M) EAST SOUTHEAST OF THE CENTER OF THE NORTH
 CK2983'BOUND LANES OF THE HIGHWAY, 57.6 FT (17.6 M) NORTH NORTHEAST OF THE
 CK2983'CENTER OF THE ROAD, 6.1 FT (1.9 M) NORTH OF THE NORTHEAST CORNER OF
 CK2983'THE LARGE BRICK ENTRANCE MARKER, 7.3 FT (2.2 M) EAST OF A 2.0-FOOT OAK
 CK2983'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 40.6 FT (12.4 M) EAST
 CK2983'SOUTHEAST OF A FIRE HYDRANT. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2984 ***********************************************************************
 CK2984  DESIGNATION -  15 045
 CK2984  PID         -  CK2984
 CK2984  STATE/COUNTY-  SC/COLLETON
 CK2984  USGS QUAD   -  WALTERBORO (1988)
 CK2984
 CK2984                         *CURRENT SURVEY CONTROL
 CK2984  ___________________________________________________________________
 CK2984* NAD 83(1986)-  32 55 12.     (N)    080 40 00.     (W)     SCALED    
 CK2984* NAVD 88     -        26.190  (meters)      85.92   (feet)  ADJUSTED  
 CK2984  ___________________________________________________________________
 CK2984  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2984  DYNAMIC HT  -          26.162 (meters)      85.83  (feet)  COMP
 CK2984  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 CK2984
 CK2984  VERT ORDER  -  FIRST     CLASS II
 CK2984
 CK2984.The horizontal coordinates were scaled from a topographic map and have
 CK2984.an estimated accuracy of +/- 6 seconds.
 CK2984
 CK2984.The orthometric height was determined by differential leveling
 CK2984.and adjusted by the National Geodetic Survey in June 1991..
 CK2984
 CK2984.The geoid height was determined by GEOID03.
 CK2984
 CK2984.The dynamic height is computed by dividing the NAVD 88
 CK2984.geopotential number by the normal gravity value computed on the
 CK2984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2984.degrees latitude (g = 980.6199 gals.).
 CK2984
 CK2984.The modeled gravity was interpolated from observed gravity values.
 CK2984
 CK2984;                    North         East    Units  Estimated Accuracy
 CK2984;SPC SC       -   120,560.      640,780.      MT  (+/- 180 meters Scaled)
 CK2984
 CK2984                          SUPERSEDED SURVEY CONTROL
 CK2984
 CK2984  NGVD 29 (03/21/89)   26.477  (m)           86.87   (f) ADJUSTED    1 2
 CK2984
 CK2984.Superseded values are not recommended for survey control.
 CK2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2984.See file dsdata.txt to determine how the superseded data were derived.
 CK2984
 CK2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS311424(NAD 83)
 CK2984_MARKER: DB = BENCH MARK DISK
 CK2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2984_SP_SET: CONCRETE POST
 CK2984_STAMPING: VERT 15 045 1983
 CK2984_MARK LOGO: SCGS  
 CK2984_PROJECTION: FLUSH
 CK2984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2984
 CK2984  HISTORY     - Date     Condition        Report By
 CK2984  HISTORY     - 1983     MONUMENTED       SCGS
 CK2984  HISTORY     - 20050808 MARK NOT FOUND   SCGS
 CK2984
 CK2984                          STATION DESCRIPTION
 CK2984
 CK2984'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2984'1.6 KM (1.0 MI) NORTH FROM WALTERBORO.
 CK2984'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2984'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2984'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 1.8 KILOMETERS (1.15
 CK2984'MILES) NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), SET NEAR A
 CK2984'POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES, 1.1 METERS (3.8 FEET)
 CK2984'WEST-SOUTHWEST OF POWER POLE NUMBER 282399, 8.0 METERS (26.3 FEET)
 CK2984'NORTH-NORTHEAST OF A 48-INCH PINE TREE, 17.2 METERS (56.5 FEET)
 CK2984'SOUTH-SOUTHWEST OF THE ENTRANCE EXIT OF PARKING LOT, 22.7 METERS (74.6
 CK2984'FEET) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF JEFFRIES
 CK2984'BOULEVARD.
 CK2984'THE MARK IS 0.30 M ABOVE JEFFRIES BOULEVARD.
 CK2984
 CK2984                          STATION RECOVERY (2005)
 CK2984
 CK2984'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2984'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, AREA DESCRIBED IS
 CK2984'HAS CHANGED DUE TO THE CONSTRUCTION OF A PARKING LOT AND RUN-OFF
 CK2984'RETENTION POND, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2963 ***********************************************************************
 CK2963  DESIGNATION -  15 046
 CK2963  PID         -  CK2963
 CK2963  STATE/COUNTY-  SC/COLLETON
 CK2963  USGS QUAD   -  WALTERBORO (1988)
 CK2963
 CK2963                         *CURRENT SURVEY CONTROL
 CK2963  ___________________________________________________________________
 CK2963* NAD 83(1986)-  32 56 59.     (N)    080 37 59.     (W)     SCALED    
 CK2963* NAVD 88     -        21.823  (meters)      71.60   (feet)  ADJUSTED  
 CK2963  ___________________________________________________________________
 CK2963  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2963  DYNAMIC HT  -          21.800 (meters)      71.52  (feet)  COMP
 CK2963  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 CK2963
 CK2963  VERT ORDER  -  FIRST     CLASS II
 CK2963
 CK2963.The horizontal coordinates were scaled from a topographic map and have
 CK2963.an estimated accuracy of +/- 6 seconds.
 CK2963
 CK2963.The orthometric height was determined by differential leveling
 CK2963.and adjusted by the National Geodetic Survey in June 1991..
 CK2963
 CK2963.The geoid height was determined by GEOID03.
 CK2963
 CK2963.The dynamic height is computed by dividing the NAVD 88
 CK2963.geopotential number by the normal gravity value computed on the
 CK2963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2963.degrees latitude (g = 980.6199 gals.).
 CK2963
 CK2963.The modeled gravity was interpolated from observed gravity values.
 CK2963
 CK2963;                    North         East    Units  Estimated Accuracy
 CK2963;SPC SC       -   123,870.      643,910.      MT  (+/- 180 meters Scaled)
 CK2963
 CK2963                          SUPERSEDED SURVEY CONTROL
 CK2963
 CK2963  NGVD 29 (03/21/89)   22.110  (m)           72.54   (f) ADJUSTED    1 2
 CK2963
 CK2963.Superseded values are not recommended for survey control.
 CK2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2963.See file dsdata.txt to determine how the superseded data were derived.
 CK2963
 CK2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS342457(NAD 83)
 CK2963_MARKER: DD = SURVEY DISK
 CK2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2963_SP_SET: CONCRETE POST
 CK2963_STAMPING: VERT 15 046 1983
 CK2963_MARK LOGO: SCGS  
 CK2963_PROJECTION: FLUSH
 CK2963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2963+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2963
 CK2963  HISTORY     - Date     Condition        Report By
 CK2963  HISTORY     - 1983     MONUMENTED       SCGS
 CK2963  HISTORY     - 20050816 GOOD             SCGS
 CK2963
 CK2963                          STATION DESCRIPTION
 CK2963
 CK2963'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2963'6.4 KM (4.0 MI) NORTH FROM WALTERBORO.
 CK2963'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2963'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2963'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 6.2 KILOMETERS (3.85
 CK2963'MILES) NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), THENCE 1.3
 CK2963'METERS (0.85 MILES) SOUTHEAST ALONG COUNTY ROAD S-15-459, SET NEAR A
 CK2963'POWER POLE WITH TRANSFORMER AND TWO GUY WIRES, 4.1 METERS (13.7 FEET)
 CK2963'SOUTH-SOUTHEAST OF POWER POLE NUMBER 197712, 13.1 METERS (43.0 FEET)
 CK2963'SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND DRIVE, 16.6 METERS
 CK2963'(54.6 FEET) SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 CK2963'20.4 METERS (67.3 FEET) EAST OF POWER POLE NUMBER 231182 WITH A SAFETY
 CK2963'LIGHT.
 CK2963'THE MARK IS 0.70 METERS  NE FROM A WITNESS POST.
 CK2963'THE MARK IS 2.00 M ABOVE COUNTY ROAD.
 CK2963
 CK2963                          STATION RECOVERY (2005)
 CK2963
 CK2963'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2963'STATION IS LOCATED 3.7 MI (5.95 KM) NORTH NORTHEAST OF WALTERBORO.
 CK2963'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2963'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2963'OF U.S. HIGHWAY 17 ALTERNATE (COTTAGEVILLE HIGHWAY/WICHMAN DRIVE) AND
 CK2963'STATE HIGHWAY 64 (ROBERTSON BOULEVARD), 1.5 MI (2.41 KM) EAST OF
 CK2963'WALTERBORO, GO EAST NORTHEAST ON HIGHWAY 17 ALTERNATE FOR 1.0 MI (1.61
 CK2963'KM) TO THE JUNCTION OF STATE ROAD 21 (SIDNEYS ROAD), TURN LEFT ON ROAD
 CK2963'21 FOR 2.1 MI (3.38 KM) TO THE JUNCTION OF STATE ROAD 459 (INDUSTRIAL
 CK2963'ROAD) LEFT, TURN LEFT ON ROAD 459 FOR 1.15 MI (1.85 KM) TO THE STATION
 CK2963'ON THE LEFT NEAR A POWER POLE IN THE SOUTH ANGLE OF A GATED ACCESS
 CK2963'DRIVE LEFT LEADING TO A COUNTY WATER PUMPING STATION. STATION IS A
 CK2963'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FT (0.5 M) ABOVE THE ROAD,
 CK2963'54.8 FT (16.7 M) SOUTHWEST OF THE CENTER OF THE ROAD, 13.6 FT (4.1 M)
 CK2963'SOUTH SOUTHEAST OF THE POWER POLE NUMBER 197712/100 WITH A
 CK2963'TRANSFORMER, 56.7 FT (17.3 M) EAST SOUTHEAST OF THE EAST CORNER OF A
 CK2963'CINDER BLOCK SHED AT THE PUMPING STATION, 44.5 FT (13.6 M) SOUTH
 CK2963'SOUTHEAST OF THE SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 CK2963'BENEATH THE ACCESS DRIVE, 39.8 FT (12.1 M) NORTHWEST OF A TELEPHONE
 CK2963'JUNCTION BOX A/18/LP/4. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2962 ***********************************************************************
 CK2962  DESIGNATION -  15 047
 CK2962  PID         -  CK2962
 CK2962  STATE/COUNTY-  SC/COLLETON
 CK2962  USGS QUAD   -  ROUND O (1988)
 CK2962
 CK2962                         *CURRENT SURVEY CONTROL
 CK2962  ___________________________________________________________________
 CK2962* NAD 83(1986)-  32 56 51.     (N)    080 37 05.     (W)     SCALED    
 CK2962* NAVD 88     -        31.987  (meters)     104.94   (feet)  ADJUSTED  
 CK2962  ___________________________________________________________________
 CK2962  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2962  DYNAMIC HT  -          31.953 (meters)     104.83  (feet)  COMP
 CK2962  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 CK2962
 CK2962  VERT ORDER  -  FIRST     CLASS II
 CK2962
 CK2962.The horizontal coordinates were scaled from a topographic map and have
 CK2962.an estimated accuracy of +/- 6 seconds.
 CK2962
 CK2962.The orthometric height was determined by differential leveling
 CK2962.and adjusted by the National Geodetic Survey in June 1991..
 CK2962
 CK2962.The geoid height was determined by GEOID03.
 CK2962
 CK2962.The dynamic height is computed by dividing the NAVD 88
 CK2962.geopotential number by the normal gravity value computed on the
 CK2962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2962.degrees latitude (g = 980.6199 gals.).
 CK2962
 CK2962.The modeled gravity was interpolated from observed gravity values.
 CK2962
 CK2962;                    North         East    Units  Estimated Accuracy
 CK2962;SPC SC       -   123,630.      645,310.      MT  (+/- 180 meters Scaled)
 CK2962
 CK2962                          SUPERSEDED SURVEY CONTROL
 CK2962
 CK2962  NGVD 29 (03/21/89)   32.274  (m)          105.89   (f) ADJUSTED    1 2
 CK2962
 CK2962.Superseded values are not recommended for survey control.
 CK2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2962.See file dsdata.txt to determine how the superseded data were derived.
 CK2962
 CK2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS357455(NAD 83)
 CK2962_MARKER: DD = SURVEY DISK
 CK2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2962_SP_SET: CONCRETE POST
 CK2962_STAMPING: VERT 15 047 1983
 CK2962_MARK LOGO: SCGS  
 CK2962_PROJECTION: FLUSH
 CK2962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2962+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2962
 CK2962  HISTORY     - Date     Condition        Report By
 CK2962  HISTORY     - 1983     MONUMENTED       SCGS
 CK2962  HISTORY     - 20050816 GOOD             SCGS
 CK2962
 CK2962                          STATION DESCRIPTION
 CK2962
 CK2962'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2962'6.8 KM (4.2 MI) NE FROM WALTERBORO.
 CK2962'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2962'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2962'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 6.2 KILOMETERS (3.85
 CK2962'MILES) NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), THENCE 2.9
 CK2962'KILOMETERS (1.8 MILES) SOUTHEAST ALONG COUNTY ROAD S-15-459, SET NEAR
 CK2962'A TELEPHONE JUNCTION BOX, 1.5 METERS (5.3 FEET) WEST-SOUTHWEST OF THE
 CK2962'TELEPHONE JUNCTION BOX, 15.5 METERS (51.0 FEET) SOUTH-SOUTHWEST OF THE
 CK2962'APPROXIMATE CENTER OF THE COUNTY ROAD, 39.0 METERS (128.0 FEET)
 CK2962'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A LARGE STUCCO MANUFACTURING
 CK2962'BUILDING, 53.6 METERS (176.0 FEET) EAST-SOUTHEAST OF A FIRE HYDRANT.
 CK2962'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2962
 CK2962                          STATION RECOVERY (2005)
 CK2962
 CK2962'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2962'STATION IS LOCATED 4.1 MI (6.6 KM) NORTHEAST OF WALTERBORO.
 CK2962'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2962'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2962'OF U.S. HIGHWAY 17 ALTERNATE (COTTAGEVILLE HIGHWAY/WICHMAN DRIVE) AND
 CK2962'STATE HIGHWAY 64 (ROBERTSON BOULEVARD), 1.5 MI (2.41 KM) EAST OF
 CK2962'WALTERBORO, GO EAST NORTHEAST ON HIGHWAY 17 ALTERNATE FOR 1.0 MI (1.61
 CK2962'KM) TO THE JUNCTION OF STATE ROAD 21 (SIDNEYS ROAD), TURN LEFT ON ROAD
 CK2962'21 FOR 2.1 MI (3.38 KM) TO THE JUNCTION OF STATE ROAD 459 (INDUSTRIAL
 CK2962'ROAD), TURN LEFT ON ROAD 459 FOR 0.25 MI (0.4 KM) TO THE STATION ON
 CK2962'THE LEFT NEAR A TELEPHONE JUNCTION BOX IN THE NORTHEAST CORNER OF THE
 CK2962'LARGE OPEN GRASSY FIELD IN FRONT OF AMERICAN BODY BUILDING
 CK2962'MANUFACTURING AND ACROSS THE ROAD FROM THE JUNCTION OF STATE ROAD 587
 CK2962'(BRIARLEAF CIRCLE). STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 CK2962'AND 0.5 FT (0.2 M) ABOVE THE ROADS, 51.0 FT (15.5 M) SOUTH SOUTHWEST
 CK2962'OF THE CENTER OF THE ROAD, 21.6 FT (6.6 M) SOUTHEAST OF THE SOUTHEAST
 CK2962'ONE OF TWO METAL CHAIN LINK GATE POSTS AT A GATED ACCESS LANE TO AN
 CK2962'OPEN FIELD, 5.6 FT (1.7 M) WEST SOUTHWEST OF THE TELEPHONE JUNCTION
 CK2962'BOX A/22, 128.0 FT (39.0 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF
 CK2962'THE AMERICAN BODY BUILDING MANUFACTURING BUILDING, 176.3 FT (53.7 M)
 CK2962'EAST OF A FIRE HYDRANT IN FRONT OF THE BUILDING, 21.8 FT (6.6 M) SOUTH
 CK2962'SOUTHEAST OF THE EAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 CK2962'A CHAIN GATED ACCESS LANE TO THE OPEN FIELD, 16.6 FEET WEST SOUTHWEST
 CK2962'OF POWER POLE NUMBER 44752 WITH THREE GUY WIRES. RECOVERED BY T.
 CK2962'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2961 ***********************************************************************
 CK2961  DESIGNATION -  15 048
 CK2961  PID         -  CK2961
 CK2961  STATE/COUNTY-  SC/COLLETON
 CK2961  USGS QUAD   -  ROUND O (1988)
 CK2961
 CK2961                         *CURRENT SURVEY CONTROL
 CK2961  ___________________________________________________________________
 CK2961* NAD 83(1986)-  32 56 19.     (N)    080 37 14.     (W)     SCALED    
 CK2961* NAVD 88     -        32.542  (meters)     106.76   (feet)  ADJUSTED  
 CK2961  ___________________________________________________________________
 CK2961  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2961  DYNAMIC HT  -          32.507 (meters)     106.65  (feet)  COMP
 CK2961  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 CK2961
 CK2961  VERT ORDER  -  FIRST     CLASS II
 CK2961
 CK2961.The horizontal coordinates were scaled from a topographic map and have
 CK2961.an estimated accuracy of +/- 6 seconds.
 CK2961
 CK2961.The orthometric height was determined by differential leveling
 CK2961.and adjusted by the National Geodetic Survey in June 1991..
 CK2961
 CK2961.The geoid height was determined by GEOID03.
 CK2961
 CK2961.The dynamic height is computed by dividing the NAVD 88
 CK2961.geopotential number by the normal gravity value computed on the
 CK2961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2961.degrees latitude (g = 980.6199 gals.).
 CK2961
 CK2961.The modeled gravity was interpolated from observed gravity values.
 CK2961
 CK2961;                    North         East    Units  Estimated Accuracy
 CK2961;SPC SC       -   122,640.      645,080.      MT  (+/- 180 meters Scaled)
 CK2961
 CK2961                          SUPERSEDED SURVEY CONTROL
 CK2961
 CK2961  NGVD 29 (03/21/89)   32.829  (m)          107.71   (f) ADJUSTED    1 2
 CK2961
 CK2961.Superseded values are not recommended for survey control.
 CK2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2961.See file dsdata.txt to determine how the superseded data were derived.
 CK2961
 CK2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS354445(NAD 83)
 CK2961_MARKER: DD = SURVEY DISK
 CK2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2961_SP_SET: CONCRETE POST
 CK2961_STAMPING: VERT 15 048 1983
 CK2961_MARK LOGO: SCGS  
 CK2961_PROJECTION: FLUSH
 CK2961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2961+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2961
 CK2961  HISTORY     - Date     Condition        Report By
 CK2961  HISTORY     - 1983     MONUMENTED       SCGS
 CK2961  HISTORY     - 20050816 GOOD             SCGS
 CK2961
 CK2961                          STATION DESCRIPTION
 CK2961
 CK2961'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2961'6.0 KM (3.7 MI) NE FROM WALTERBORO.
 CK2961'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2961'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2961'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 6.2 KILOMETERS (3.85
 CK2961'MILES) NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), THENCE 3.3
 CK2961'KILOMETERS (2.05 MILES) SOUTHEAST ALONG COUNTY ROAD S-15-459, THENCE
 CK2961'0.9 KILOMETER (0.55 MILE) SOUTHWEST ALONG COUNTY ROAD S-15-21, SET
 CK2961'NEAR A POWER POLE WITH ONE GUY WIRE, 1.6 METERS (5.5 FEET) NORTHWEST
 CK2961'OF THE POWER POLE, 12.3 METERS (40.4 FEET) NORTH-NORTHEAST OF A 28
 CK2961'INCH OAK TREE, 12.2 METERS (40.0 FEET) EAST-SOUTHEAST OF THE CENTER
 CK2961'LINE OF THE COUNTY ROAD, 30.2 METERS (99.3 FEET) WEST-SOUTHWEST OF THE
 CK2961'SOUTHWEST CORNER OF A ONE STORY CINDER BLOCK HOUSE.
 CK2961'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2961
 CK2961                          STATION RECOVERY (2005)
 CK2961
 CK2961'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2961'STATION IS LOCATED 3.6 MI (5.79 KM) NORTHEAST OF WALTERBORO.
 CK2961'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2961'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2961'OF U.S. HIGHWAY 17 ALTERNATE (COTTAGEVILLE HIGHWAY/WICHMAN ROAD) AND
 CK2961'STATE HIGHWAY 64 (ROBERTSON BOULEVARD), 1.5 MI (2.41 KM) EAST OF
 CK2961'WALTERBORO, GO EAST NORTHEAST ON HIGHWAY 17 ALTERNATE FOR 1.0 MI (1.61
 CK2961'KM) TO THE JUNCTION OF STATE ROAD 21 (SIDNEYS ROAD), TURN LEFT ON ROAD
 CK2961'21 FOR 1.5 MI (2.41 KM) TO THE STATION ON THE RIGHT NEAR A POWER LINE
 CK2961'STUB POLE AT THE WEST CORNER OF THE YARD OF A MOBILE HOME NUMBER 1602.
 CK2961'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2961'ROAD, 40.5 FT (12.3 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 5.3
 CK2961'FT (1.6 M) NORTHWEST OF THE POWER LINE STUB POLE WITH GUY WIRE, 46.6
 CK2961'FT (14.2 M) NORTHEAST OF THE NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE
 CK2961'CULVERT BENEATH A DRIVEWAY LEADING TO A BRICK AND MASONITE-SIDED HOUSE
 CK2961'NUMBER 1580, 40.6 FT (494.0 M) WEST SOUTHWEST OF THE WEST CORNER OF
 CK2961'THE MOBILE HOME, 4.9 FT (1.5 M) NORTHWEST OF A WITNESS POST. RECOVERED
 CK2961'BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2960 ***********************************************************************
 CK2960  DESIGNATION -  15 049
 CK2960  PID         -  CK2960
 CK2960  STATE/COUNTY-  SC/COLLETON
 CK2960  USGS QUAD   -  WALTERBORO (1988)
 CK2960
 CK2960                         *CURRENT SURVEY CONTROL
 CK2960  ___________________________________________________________________
 CK2960* NAD 83(1986)-  32 55 46.     (N)    080 37 33.     (W)     SCALED    
 CK2960* NAVD 88     -        30.238  (meters)      99.21   (feet)  ADJUSTED  
 CK2960  ___________________________________________________________________
 CK2960  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2960  DYNAMIC HT  -          30.206 (meters)      99.10  (feet)  COMP
 CK2960  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 CK2960
 CK2960  VERT ORDER  -  FIRST     CLASS II
 CK2960
 CK2960.The horizontal coordinates were scaled from a topographic map and have
 CK2960.an estimated accuracy of +/- 6 seconds.
 CK2960
 CK2960.The orthometric height was determined by differential leveling
 CK2960.and adjusted by the National Geodetic Survey in June 1991..
 CK2960
 CK2960.The geoid height was determined by GEOID03.
 CK2960
 CK2960.The dynamic height is computed by dividing the NAVD 88
 CK2960.geopotential number by the normal gravity value computed on the
 CK2960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2960.degrees latitude (g = 980.6199 gals.).
 CK2960
 CK2960.The modeled gravity was interpolated from observed gravity values.
 CK2960
 CK2960;                    North         East    Units  Estimated Accuracy
 CK2960;SPC SC       -   121,620.      644,590.      MT  (+/- 180 meters Scaled)
 CK2960
 CK2960                          SUPERSEDED SURVEY CONTROL
 CK2960
 CK2960  NGVD 29 (03/21/89)   30.526  (m)          100.15   (f) ADJUSTED    1 2
 CK2960
 CK2960.Superseded values are not recommended for survey control.
 CK2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2960.See file dsdata.txt to determine how the superseded data were derived.
 CK2960
 CK2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS349435(NAD 83)
 CK2960_MARKER: DD = SURVEY DISK
 CK2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2960_SP_SET: CONCRETE POST
 CK2960_STAMPING: VERT 15 049 1983
 CK2960_MARK LOGO: SCGS  
 CK2960_PROJECTION: FLUSH
 CK2960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2960+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2960
 CK2960  HISTORY     - Date     Condition        Report By
 CK2960  HISTORY     - 1983     MONUMENTED       SCGS
 CK2960  HISTORY     - 20050816 GOOD             SCGS
 CK2960
 CK2960                          STATION DESCRIPTION
 CK2960
 CK2960'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2960'4.5 KM (2.8 MI) NE FROM WALTERBORO.
 CK2960'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2960'IN WALTERBORO, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG U.S.
 CK2960'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 6.2 KILOMETERS (3.85
 CK2960'MILES) NORTH ALONG U.S. HIGHWAY 15 (JEFFRIES BOULEVARD), THENCE 3.3
 CK2960'KILOMETERS (2.05 MILES) SOUTHEAST ALONG COUNTY ROAD S-15-459, THENCE
 CK2960'2.0 KILOMETERS (1.25 MILES) SOUTHWEST ALONG COUNTY ROAD S-15-21, SET
 CK2960'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-15-461,
 CK2960'6.4 METERS (21.0 FEET) NORTH OF POWER POLE 130961, 20.4 METERS (67.3
 CK2960'FEET) SOUTH-SOUTHEAST OF A 60-INCH PINE TREE, 15.8 METERS (52.2 FEET)
 CK2960'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-15-461,
 CK2960'23.9 METERS (78.8 FEET) NORTHWEST OF THE CENTERLINE OF COUNTY ROAD
 CK2960'S-15-21.
 CK2960'THE MARK IS ABOVE LEVEL WITH COUNTY ROADS.
 CK2960
 CK2960                          STATION RECOVERY (2005)
 CK2960
 CK2960'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2960'STATION IS LOCATED 3.0 MI (4.83 KM) NORTHEAST OF WALTERBORO.
 CK2960'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2960'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2960'OF U.S. HIGHWAY 17 ALTERNATE (COTTAGEVILLE HIGHWAY/WICHMAN DRIVE) AND
 CK2960'STATE HIGHWAY 64 (ROBERTSON BOULEVARD), 1.5 MI (2.41 KM) EAST OF
 CK2960'WALTERBORO, GO EAST NORTHEAST ON HIGHWAY 17 ALTERNATE FOR 1.0 MI (1.61
 CK2960'KM) TO THE JUNCTION OF STATE ROAD 21 (SIDNEYS ROAD), TURN LEFT ON ROAD
 CK2960'21 FOR 0.8 MI (1.29 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE
 CK2960'IN THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD 461 (THUNDERBOLT
 CK2960'DRIVE), THE ENTRANCE TO COLLETON INDUSTRIAL AREA. STATION IS A
 CK2960'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 78.7 FT
 CK2960'(24.0 M) WEST NORTHWEST OF THE CENTER OF ROAD 21, 55.0 FT (23.2 M)
 CK2960'NORTH NORTHEAST OF THE CENTER OF ROAD 461, 18.3 FT (146.1 M) NORTH OF
 CK2960'THE POWER POLE NUMBER 430961 WITH THREE GUY WIRES AND A SECURITY
 CK2960'LIGHT, 20.7 FT (6.3 M) EAST OF A POWER POLE WITH A SCGS REFERENCE
 CK2960'WASHER ATTACHED, 66.2 FT (20.2 M) EAST SOUTHEAST OF THE EAST CORNER OF
 CK2960'A BRICK SIGN FOR THE COLLETON INDUSTRIAL AREA. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2959 ***********************************************************************
 CK2959  DESIGNATION -  15 050
 CK2959  PID         -  CK2959
 CK2959  STATE/COUNTY-  SC/COLLETON
 CK2959  USGS QUAD   -  YEMASSEE (1988)
 CK2959
 CK2959                         *CURRENT SURVEY CONTROL
 CK2959  ___________________________________________________________________
 CK2959* NAD 83(1986)-  32 42 49.     (N)    080 48 51.     (W)     SCALED    
 CK2959* NAVD 88     -         3.896  (meters)      12.78   (feet)  ADJUSTED  
 CK2959  ___________________________________________________________________
 CK2959  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2959  DYNAMIC HT  -           3.891 (meters)      12.77  (feet)  COMP
 CK2959  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 CK2959
 CK2959  VERT ORDER  -  FIRST     CLASS II
 CK2959
 CK2959.The horizontal coordinates were scaled from a topographic map and have
 CK2959.an estimated accuracy of +/- 6 seconds.
 CK2959
 CK2959.The orthometric height was determined by differential leveling
 CK2959.and adjusted by the National Geodetic Survey in June 1991..
 CK2959
 CK2959.The geoid height was determined by GEOID03.
 CK2959
 CK2959.The dynamic height is computed by dividing the NAVD 88
 CK2959.geopotential number by the normal gravity value computed on the
 CK2959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2959.degrees latitude (g = 980.6199 gals.).
 CK2959
 CK2959.The modeled gravity was interpolated from observed gravity values.
 CK2959
 CK2959;                    North         East    Units  Estimated Accuracy
 CK2959;SPC SC       -    97,640.      627,020.      MT  (+/- 180 meters Scaled)
 CK2959
 CK2959                          SUPERSEDED SURVEY CONTROL
 CK2959
 CK2959  NGVD 29 (03/21/89)    4.177  (m)           13.70   (f) ADJUSTED    1 2
 CK2959
 CK2959.Superseded values are not recommended for survey control.
 CK2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2959.See file dsdata.txt to determine how the superseded data were derived.
 CK2959
 CK2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS174195(NAD 83)
 CK2959_MARKER: DB = BENCH MARK DISK
 CK2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2959_SP_SET: CONCRETE POST
 CK2959_STAMPING: VERT 15 050 1983
 CK2959_MARK LOGO: SCGS  
 CK2959_PROJECTION: RECESSED 7 CENTIMETERS
 CK2959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2959
 CK2959  HISTORY     - Date     Condition        Report By
 CK2959  HISTORY     - 1983     MONUMENTED       SCGS
 CK2959  HISTORY     - 20050919 MARK NOT FOUND   SCGS
 CK2959
 CK2959                          STATION DESCRIPTION
 CK2959
 CK2959'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2959'4.2 KM (2.6 MI) NE FROM YEMASSEE.
 CK2959'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-25-13 FROM
 CK2959'THE POST OFFICE IN YEMASSEE, THENCE 4.2 KILOMETERS (2.65 MILES)
 CK2959'NORTHEAST ALONG U.S. HIGHWAY 21 AND 17 ALTERNATE, SET NEAR A LIGHT
 CK2959'POLE IN THE SOUTHWEST ANGLE OF THE INTERSECTION WITH A DIRT ROAD,
 CK2959'27.1 METERS (89.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 CK2959'HIGHWAY, 35.1 METERS (115.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 CK2959'CENTER OF THE DIRT ROAD, 14.2 METERS (46.5 FEET) NORTH-NORTHEAST OF
 CK2959'THE NORTHEAST CORNER OF A SMALL WOODEN BUILDING (A BAR), 1.5 METERS
 CK2959'(5.0 FEET) EAST-NORTHEAST OF THE LIGHT POLE NUMBER 259704.
 CK2959'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2959
 CK2959                          STATION RECOVERY (2005)
 CK2959
 CK2959'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2959'A 15 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, POSITION AND
 CK2959'MEASUREMENTS LED TO AN AREA CHANGED DUE TO PAVEMENT AND DIRT ROAD
 CK2959'DESCRIBED, ORIGINAL DESCRIPTION POOR, STATION POSSIBLY INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2958 ***********************************************************************
 CK2958  DESIGNATION -  15 051
 CK2958  PID         -  CK2958
 CK2958  STATE/COUNTY-  SC/COLLETON
 CK2958  USGS QUAD   -  YEMASSEE (1988)
 CK2958
 CK2958                         *CURRENT SURVEY CONTROL
 CK2958  ___________________________________________________________________
 CK2958* NAD 83(1986)-  32 43 13.     (N)    080 48 11.     (W)     SCALED    
 CK2958* NAVD 88     -         8.305  (meters)      27.25   (feet)  ADJUSTED  
 CK2958  ___________________________________________________________________
 CK2958  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2958  DYNAMIC HT  -           8.296 (meters)      27.22  (feet)  COMP
 CK2958  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CK2958
 CK2958  VERT ORDER  -  FIRST     CLASS II
 CK2958
 CK2958.The horizontal coordinates were scaled from a topographic map and have
 CK2958.an estimated accuracy of +/- 6 seconds.
 CK2958
 CK2958.The orthometric height was determined by differential leveling
 CK2958.and adjusted by the National Geodetic Survey in June 1991..
 CK2958
 CK2958.The geoid height was determined by GEOID03.
 CK2958
 CK2958.The dynamic height is computed by dividing the NAVD 88
 CK2958.geopotential number by the normal gravity value computed on the
 CK2958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2958.degrees latitude (g = 980.6199 gals.).
 CK2958
 CK2958.The modeled gravity was interpolated from observed gravity values.
 CK2958
 CK2958;                    North         East    Units  Estimated Accuracy
 CK2958;SPC SC       -    98,380.      628,060.      MT  (+/- 180 meters Scaled)
 CK2958
 CK2958                          SUPERSEDED SURVEY CONTROL
 CK2958
 CK2958  NGVD 29 (03/21/89)    8.585  (m)           28.17   (f) ADJUSTED    1 2
 CK2958
 CK2958.Superseded values are not recommended for survey control.
 CK2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2958.See file dsdata.txt to determine how the superseded data were derived.
 CK2958
 CK2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS184202(NAD 83)
 CK2958_MARKER: DD = SURVEY DISK
 CK2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2958_SP_SET: CONCRETE POST
 CK2958_STAMPING: VERT 15 051 1983
 CK2958_MARK LOGO: SCGS  
 CK2958_PROJECTION: FLUSH
 CK2958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2958+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 CK2958
 CK2958  HISTORY     - Date     Condition        Report By
 CK2958  HISTORY     - 1983     MONUMENTED       SCGS
 CK2958  HISTORY     - 20050919 GOOD             SCGS
 CK2958
 CK2958                          STATION DESCRIPTION
 CK2958
 CK2958'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2958'5.3 KM (3.3 MI) NE FROM YEMASSEE.
 CK2958'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-25-13 FROM
 CK2958'THE POST OFFICE IN YEMASSEE, THENCE 5.3 KILOMETERS (3.3 MILES)
 CK2958'NORTHEAST ALONG U.S HIGHWAY 21 AND 17 ALTERNATE, SET IN THE VEE WHERE
 CK2958'HIGHWAYS 17 ALTERNATE AND 21 SPLIT, 33.5 METERS (110.0 FEET)
 CK2958'SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 21, 33.8 METERS
 CK2958'(111.0 FEET) EAST-NORTHEAST OF POWER POLE NUMBER 205009, 28.8 METERS
 CK2958'(94.8 FEET) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A GENERAL STORE,
 CK2958'10.8 METERS (35.7 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF U.S.
 CK2958'HIGHWAY 17 ALTERNATE, 1.6 METERS (5.2 FEET) SOUTHWEST OF A MAIL BOX
 CK2958'POST.
 CK2958'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17 ALTERNATE.
 CK2958
 CK2958                          STATION RECOVERY (2005)
 CK2958
 CK2958'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2958'STATION IS LOCATED NEAR A LARGE WOODEN MAILBOX POST IN THE VEE
 CK2958'JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE (HENDERSONVILLE HIGHWAY) AND 21
 CK2958'(LOW COUNTRY HIGHWAY), 3.5 MI (5.63 KM) NORTHEAST OF YEMASSEE, 15.0 MI
 CK2958'(24.14 KM) SOUTH-SOUTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK2958'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2958'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 CK2958'FT (0.3 M) ABOVE THE HIGHWAY, 36.0 FT (11.0 M) NORTH NORTHWEST OF THE
 CK2958'CENTER OF HIGHWAY 17 ALTERNATE, 12.0 FT (3.7 M) SOUTH OF THE CENTER OF
 CK2958'A CIRCULAR METAL WELL MONITORING ACCESS HATCH, 4.2 FT (1.3 M)
 CK2958'SOUTHWEST OF THE WOODEN MAILBOX POST, 72.9 FT (22.2 M) SOUTHWEST OF
 CK2958'THE SOUTH CORNER OF THE SOUTHEAST ONE OF TWO BRICK PILLARS IN FRONT OF
 CK2958'AN OLD WOODEN CONVENIENCE STORE (FLOYDS) NUMBER 1516. RECOVERED BY T.
 CK2958'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2957 ***********************************************************************
 CK2957  DESIGNATION -  15 052
 CK2957  PID         -  CK2957
 CK2957  STATE/COUNTY-  SC/COLLETON
 CK2957  USGS QUAD   -  YEMASSEE (1988)
 CK2957
 CK2957                         *CURRENT SURVEY CONTROL
 CK2957  ___________________________________________________________________
 CK2957* NAD 83(1986)-  32 43 35.     (N)    080 47 31.     (W)     SCALED    
 CK2957* NAVD 88     -        13.179  (meters)      43.24   (feet)  ADJUSTED  
 CK2957  ___________________________________________________________________
 CK2957  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2957  DYNAMIC HT  -          13.164 (meters)      43.19  (feet)  COMP
 CK2957  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 CK2957
 CK2957  VERT ORDER  -  FIRST     CLASS II
 CK2957
 CK2957.The horizontal coordinates were scaled from a topographic map and have
 CK2957.an estimated accuracy of +/- 6 seconds.
 CK2957
 CK2957.The orthometric height was determined by differential leveling
 CK2957.and adjusted by the National Geodetic Survey in June 1991..
 CK2957
 CK2957.The geoid height was determined by GEOID03.
 CK2957
 CK2957.The dynamic height is computed by dividing the NAVD 88
 CK2957.geopotential number by the normal gravity value computed on the
 CK2957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2957.degrees latitude (g = 980.6199 gals.).
 CK2957
 CK2957.The modeled gravity was interpolated from observed gravity values.
 CK2957
 CK2957;                    North         East    Units  Estimated Accuracy
 CK2957;SPC SC       -    99,060.      629,100.      MT  (+/- 180 meters Scaled)
 CK2957
 CK2957                          SUPERSEDED SURVEY CONTROL
 CK2957
 CK2957  NGVD 29 (03/21/89)   13.459  (m)           44.16   (f) ADJUSTED    1 2
 CK2957
 CK2957.Superseded values are not recommended for survey control.
 CK2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2957.See file dsdata.txt to determine how the superseded data were derived.
 CK2957
 CK2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS194209(NAD 83)
 CK2957_MARKER: DB = BENCH MARK DISK
 CK2957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2957_SP_SET: CONCRETE POST
 CK2957_STAMPING: VERT 15 052 1983
 CK2957_MARK LOGO: SCGS  
 CK2957_PROJECTION: RECESSED 7 CENTIMETERS
 CK2957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2957
 CK2957  HISTORY     - Date     Condition        Report By
 CK2957  HISTORY     - 1983     MONUMENTED       SCGS
 CK2957  HISTORY     - 20050919 MARK NOT FOUND   SCGS
 CK2957
 CK2957                          STATION DESCRIPTION
 CK2957
 CK2957'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2957'6.3 KM (3.95 MI) NE FROM YEMASSEE.
 CK2957'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-25-13 FROM
 CK2957'THE POST OFFICE IN YEMASSEE, THENCE 5.3 KILOMETERS (3.3 MILES)
 CK2957'NORTHEAST ALONG U.S. HIGHWAY 21 AND 17 ALTERNATE, THENCE 1.0 KILOMETER
 CK2957'(0.65 MILE) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR THE
 CK2957'SOUTH CORNER OF THE MOUNT NEBO BAPTIST CHURCH AT THE INTERSECTION OF
 CK2957'COUNTY ROAD S-15-324, 65.9 METERS (216.6 FEET) NORTHEAST OF THE
 CK2957'CENTERLINE OF THE COUNTY ROAD, 33.0 METERS (108.6 FEET) NORTHWEST OF
 CK2957'THE CENTERLINE OF THE HIGHWAY, 17.4 METERS (57.0 FEET) SOUTHEAST OF
 CK2957'THE APPROXIMATE CENTER OF A GRAVEL ROAD, 2.5 METERS (8.2 FEET)
 CK2957'WEST-NORTHWEST OF THE SOUTH CORNER OF THE CHURCH.
 CK2957'THE MARK IS 1.00 M ABOVE HIGHWAY.
 CK2957
 CK2957                          STATION RECOVERY (2005)
 CK2957
 CK2957'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2957'A 5 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE DESCRIBED SITE IS
 CK2957'NOW BELOW A CONCRETE PARKING AREA, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2956 ***********************************************************************
 CK2956  DESIGNATION -  15 053
 CK2956  PID         -  CK2956
 CK2956  STATE/COUNTY-  SC/COLLETON
 CK2956  USGS QUAD   -  YEMASSEE (1988)
 CK2956
 CK2956                         *CURRENT SURVEY CONTROL
 CK2956  ___________________________________________________________________
 CK2956* NAD 83(1986)-  32 43 55.     (N)    080 46 49.     (W)     SCALED    
 CK2956* NAVD 88     -         4.735  (meters)      15.53   (feet)  ADJUSTED  
 CK2956  ___________________________________________________________________
 CK2956  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2956  DYNAMIC HT  -           4.730 (meters)      15.52  (feet)  COMP
 CK2956  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 CK2956
 CK2956  VERT ORDER  -  FIRST     CLASS II
 CK2956
 CK2956.The horizontal coordinates were scaled from a topographic map and have
 CK2956.an estimated accuracy of +/- 6 seconds.
 CK2956
 CK2956.The orthometric height was determined by differential leveling
 CK2956.and adjusted by the National Geodetic Survey in June 1991..
 CK2956
 CK2956.The geoid height was determined by GEOID03.
 CK2956
 CK2956.The dynamic height is computed by dividing the NAVD 88
 CK2956.geopotential number by the normal gravity value computed on the
 CK2956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2956.degrees latitude (g = 980.6199 gals.).
 CK2956
 CK2956.The modeled gravity was interpolated from observed gravity values.
 CK2956
 CK2956;                    North         East    Units  Estimated Accuracy
 CK2956;SPC SC       -    99,680.      630,190.      MT  (+/- 180 meters Scaled)
 CK2956
 CK2956                          SUPERSEDED SURVEY CONTROL
 CK2956
 CK2956  NGVD 29 (03/21/89)    5.014  (m)           16.45   (f) ADJUSTED    1 2
 CK2956
 CK2956.Superseded values are not recommended for survey control.
 CK2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2956.See file dsdata.txt to determine how the superseded data were derived.
 CK2956
 CK2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS205215(NAD 83)
 CK2956_MARKER: DD = SURVEY DISK
 CK2956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2956_SP_SET: CONCRETE POST
 CK2956_STAMPING: VERT 15 053 1983
 CK2956_MARK LOGO: SCGS  
 CK2956_PROJECTION: RECESSED 10 CENTIMETERS
 CK2956_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2956+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 CK2956
 CK2956  HISTORY     - Date     Condition        Report By
 CK2956  HISTORY     - 1983     MONUMENTED       SCGS
 CK2956  HISTORY     - 20050919 GOOD             SCGS
 CK2956
 CK2956                          STATION DESCRIPTION
 CK2956
 CK2956'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2956'8.0 KM (5.0 MI) NE FROM YEMASSEE.
 CK2956'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-25-13 FROM
 CK2956'THE POST OFFICE IN YEMASSEE, THENCE 5.3 KILOMETERS (3.3 MILES)
 CK2956'NORTHEAST ALONG U.S. HIGHWAY 21 AND 17 ALTERNATE, THENCE 2.5
 CK2956'KILOMETERS (1.55 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 CK2956'IN THE BEND OF A BRICK WALL ON THE EAST SIDE OF A PRIVATE DRIVE,
 CK2956'39.3 METERS (129.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 CK2956'HIGHWAY, 18.0 METERS (59.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 CK2956'CENTER OF THE PRIVATE DRIVE, 15.8 METERS (52.3 FEET) EAST-NORTHEAST OF
 CK2956'THE TALLEST PILLAR ON THE EAST SIDE OF DRIVE, 1.0 METER (3.6 FEET)
 CK2956'NORTHWEST OF THE BRICK WALL.
 CK2956'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2956
 CK2956                          STATION RECOVERY (2005)
 CK2956
 CK2956'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2956'STATION IS LOCATED 5.0 MI (8.05 KM) NORTHEAST OF YEMASSEE, 13.6 MI
 CK2956'(21.89 KM) SOUTH SOUTHWEST OF WALTERBORO.  OWNERSHIP--CHEROKEE
 CK2956'PLANTATION, 5109 COMBAHEE ROAD, YEMASSEE, SC 29945, ATTENTION-GROUNDS
 CK2956'MANAGER-JADON LEMACKS.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 CK2956'HIGHWAYS 17 ALTERNATE (HENDERSONVILLE HIGHWAY) AND 21 (LOW COUNTRY
 CK2956'HIGHWAY), 3.4 MI (5.47 KM) EAST NORTHEAST OF YEMASSEE, GO EAST
 CK2956'NORTHEAST ON HIGHWAY 17 ALTERNATE FOR 1.5 MI (2.41 KM) TO THE STATION
 CK2956'ON THE RIGHT NEAR A BRICK WALL AT A CURVE IN THE WALL IN THE EAST
 CK2956'ANGLE OF THE JUNCTION OF AN ENTRANCE DRIVEWAY RIGHT TO CHEROKEE
 CK2956'PLANTATION.   STATION IS A CONCRETE POST RECESSED 0.4 FT (0.1 M) AND
 CK2956'LEVEL WITH THE HIGHWAY, 124.3 FT (37.9 M) SOUTHEAST OF THE CENTER OF
 CK2956'THE HIGHWAY, 58.5 FT (17.8 M) EAST OF THE CENTER OF THE ENTRANCE
 CK2956'DRIVEWAY, 3.4 FT (1.0 M) NORTHWEST OF THE NORTHWEST FACE OF THE BRICK
 CK2956'WALL, 53.0 FT (16.2 M) EAST OF A METAL POST FOR AN ELECTRIC SECURITY
 CK2956'SYSTEM ACCESS BOX. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2955 ***********************************************************************
 CK2955  DESIGNATION -  15 054
 CK2955  PID         -  CK2955
 CK2955  STATE/COUNTY-  SC/COLLETON
 CK2955  USGS QUAD   -  YEMASSEE (1988)
 CK2955
 CK2955                         *CURRENT SURVEY CONTROL
 CK2955  ___________________________________________________________________
 CK2955* NAD 83(1986)-  32 44 23.     (N)    080 45 59.     (W)     SCALED    
 CK2955* NAVD 88     -         3.885  (meters)      12.75   (feet)  ADJUSTED  
 CK2955  ___________________________________________________________________
 CK2955  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2955  DYNAMIC HT  -           3.881 (meters)      12.73  (feet)  COMP
 CK2955  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 CK2955
 CK2955  VERT ORDER  -  FIRST     CLASS II
 CK2955
 CK2955.The horizontal coordinates were scaled from a topographic map and have
 CK2955.an estimated accuracy of +/- 6 seconds.
 CK2955
 CK2955.The orthometric height was determined by differential leveling
 CK2955.and adjusted by the National Geodetic Survey in June 1991..
 CK2955
 CK2955.The geoid height was determined by GEOID03.
 CK2955
 CK2955.The dynamic height is computed by dividing the NAVD 88
 CK2955.geopotential number by the normal gravity value computed on the
 CK2955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2955.degrees latitude (g = 980.6199 gals.).
 CK2955
 CK2955.The modeled gravity was interpolated from observed gravity values.
 CK2955
 CK2955;                    North         East    Units  Estimated Accuracy
 CK2955;SPC SC       -   100,550.      631,490.      MT  (+/- 180 meters Scaled)
 CK2955
 CK2955                          SUPERSEDED SURVEY CONTROL
 CK2955
 CK2955  NGVD 29 (03/21/89)    4.163  (m)           13.66   (f) ADJUSTED    1 2
 CK2955
 CK2955.Superseded values are not recommended for survey control.
 CK2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2955.See file dsdata.txt to determine how the superseded data were derived.
 CK2955
 CK2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS218224(NAD 83)
 CK2955_MARKER: DB = BENCH MARK DISK
 CK2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2955_SP_SET: CONCRETE POST
 CK2955_STAMPING: VERT 15 054 1983
 CK2955_MARK LOGO: SCGS  
 CK2955_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2955
 CK2955  HISTORY     - Date     Condition        Report By
 CK2955  HISTORY     - 1983     MONUMENTED       SCGS
 CK2955  HISTORY     - 20050919 MARK NOT FOUND   SCGS
 CK2955
 CK2955                          STATION DESCRIPTION
 CK2955
 CK2955'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2955'9.3 KM (5.8 MI) NE FROM YEMASSEE.
 CK2955'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-25-13 FROM
 CK2955'THE POST OFFICE IN YEMASSEE, THENCE 5.3 KILOMETERS (3.3 MILES)
 CK2955'NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE AND 21, THENCE 4.1
 CK2955'KILOMETERS (2.55 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 CK2955'NEAR A BLAZED 48-INCH OAK TREE, 28.7 METERS (94.2 FEET) SOUTHEAST OF
 CK2955'POWER POLE NUMBER 205038, 16.9 METERS (55.6 FEET) SOUTH-SOUTHEAST OF
 CK2955'THE CENTERLINE OF THE HIGHWAY, 2.9 METERS (9.6 FEET) WEST OF THE
 CK2955'BLAZED 48-INCH OAK TREE.
 CK2955'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 CK2955'THE MARK IS 0.60 M BELOW HIGHWAY.
 CK2955
 CK2955                          STATION RECOVERY (2005)
 CK2955
 CK2955'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2955'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE AREA DESCRIBED
 CK2955'HAS BEEN CLEARED AND NOW YOUNG PINE TREES ARE PLANTED, PRESUMED
 CK2955'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2954 ***********************************************************************
 CK2954  DESIGNATION -  15 055
 CK2954  PID         -  CK2954
 CK2954  STATE/COUNTY-  SC/COLLETON
 CK2954  USGS QUAD   -  YEMASSEE (1988)
 CK2954
 CK2954                         *CURRENT SURVEY CONTROL
 CK2954  ___________________________________________________________________
 CK2954* NAD 83(1986)-  32 45 00.     (N)    080 45 01.     (W)     SCALED    
 CK2954* NAVD 88     -         5.320  (meters)      17.45   (feet)  ADJUSTED  
 CK2954  ___________________________________________________________________
 CK2954  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2954  DYNAMIC HT  -           5.314 (meters)      17.43  (feet)  COMP
 CK2954  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 CK2954
 CK2954  VERT ORDER  -  FIRST     CLASS II
 CK2954
 CK2954.The horizontal coordinates were scaled from a topographic map and have
 CK2954.an estimated accuracy of +/- 6 seconds.
 CK2954
 CK2954.The orthometric height was determined by differential leveling
 CK2954.and adjusted by the National Geodetic Survey in June 1991..
 CK2954
 CK2954.The geoid height was determined by GEOID03.
 CK2954
 CK2954.The dynamic height is computed by dividing the NAVD 88
 CK2954.geopotential number by the normal gravity value computed on the
 CK2954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2954.degrees latitude (g = 980.6199 gals.).
 CK2954
 CK2954.The modeled gravity was interpolated from observed gravity values.
 CK2954
 CK2954;                    North         East    Units  Estimated Accuracy
 CK2954;SPC SC       -   101,690.      633,000.      MT  (+/- 180 meters Scaled)
 CK2954
 CK2954                          SUPERSEDED SURVEY CONTROL
 CK2954
 CK2954  NGVD 29 (03/21/89)    5.598  (m)           18.37   (f) ADJUSTED    1 2
 CK2954
 CK2954.Superseded values are not recommended for survey control.
 CK2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2954.See file dsdata.txt to determine how the superseded data were derived.
 CK2954
 CK2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS233236(NAD 83)
 CK2954_MARKER: DD = SURVEY DISK
 CK2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2954_SP_SET: CONCRETE POST
 CK2954_STAMPING: VERT 15 055 1983
 CK2954_MARK LOGO: SCGS  
 CK2954_PROJECTION: FLUSH
 CK2954_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2954+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 CK2954
 CK2954  HISTORY     - Date     Condition        Report By
 CK2954  HISTORY     - 1983     MONUMENTED       SCGS
 CK2954  HISTORY     - 20050919 GOOD             SCGS
 CK2954
 CK2954                          STATION DESCRIPTION
 CK2954
 CK2954'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2954'11.3 KM (7.0 MI) NE FROM YEMASSEE.
 CK2954'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-25-13 FROM
 CK2954'THE POST OFFICE IN YEMASSEE, THENCE 5.3 KILOMETERS (3.3 MILES)
 CK2954'NORTHEAST ALONG U.S. HIGHWAY 21 AND 17 ALTERNATE, THENCE 5.8
 CK2954'KILOMETERS (3.6 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 CK2954'IN THE NORTHEAST ANGLE OF THE INTERSECTION WITH COUNTY ROAD S-15-66,
 CK2954'14.8 METERS (48.7 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CK2954'HIGHWAY, 14.6 METERS (48.0 FEET) EAST OF THE CENTERLINE OF THE COUNTY
 CK2954'ROAD, 6.1 METERS (20.2 FEET) WEST-SOUTHWEST OF A LONE 36-INCH PINE
 CK2954'TREE, 7.5 METERS (24.5 FEET) SOUTH-SOUTHEAST OF A POWER POLE WITH A
 CK2954'TRANSFORMER.
 CK2954'THE MARK IS 0.40 METERS  SSW FROM A WITNESS POST.
 CK2954'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2954
 CK2954                          STATION RECOVERY (2005)
 CK2954
 CK2954'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2954'STATION IS LOCATED 7.1 MI (11.43 KM) NORTHEAST OF YEMASSEE, 11.8 MI
 CK2954'(18.99 KM) SOUTH SOUTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK2954'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2954'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2954'17 ALTERNATE (HENDERSONVILLE HIGHWAY) AND 21 (LOW COUNTRY HIGHWAY),
 CK2954'3.4 MI (5.47 KM) EAST NORTHEAST OF YEMASSEE, GO EAST NORTHEAST ON
 CK2954'HIGHWAY 17 ALTERNATE FOR 3.6 MI (5.79 KM) TO THE STATION ON THE LEFT
 CK2954'NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD
 CK2954'66 (COMBAHEE ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 CK2954'AND LEVEL WITH THE HIGHWAY, 48.8 FT (14.9 M) NORTH NORTHWEST OF THE
 CK2954'CENTER OF THE HIGHWAY, 49.0 FT (14.9 M) EAST OF THE CENTER OF THE
 CK2954'ROAD, 15.7 FT (4.8 M) NORTH OF THE POWER POLE NUMBER 205048 WITH TWO
 CK2954'GUY WIRES, 24.2 FT (7.4 M) SOUTH SOUTHEAST OF A POWER POLE WITH THREE
 CK2954'GUY WIRES AND A TRANSFORMER, 20.2 FT (6.2 M) WEST SOUTHWEST OF A
 CK2954'3.0-FOOT PINE TREE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2953 ***********************************************************************
 CK2953  DESIGNATION -  15 056
 CK2953  PID         -  CK2953
 CK2953  STATE/COUNTY-  SC/COLLETON
 CK2953  USGS QUAD   -  YEMASSEE (1988)
 CK2953
 CK2953                         *CURRENT SURVEY CONTROL
 CK2953  ___________________________________________________________________
 CK2953* NAD 83(1986)-  32 44 09.     (N)    080 45 10.     (W)     SCALED    
 CK2953* NAVD 88     -         2.575  (meters)       8.45   (feet)  ADJUSTED  
 CK2953  ___________________________________________________________________
 CK2953  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2953  DYNAMIC HT  -           2.572 (meters)       8.44  (feet)  COMP
 CK2953  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CK2953
 CK2953  VERT ORDER  -  FIRST     CLASS II
 CK2953
 CK2953.The horizontal coordinates were scaled from a topographic map and have
 CK2953.an estimated accuracy of +/- 6 seconds.
 CK2953
 CK2953.The orthometric height was determined by differential leveling
 CK2953.and adjusted by the National Geodetic Survey in June 1991..
 CK2953
 CK2953.The geoid height was determined by GEOID03.
 CK2953
 CK2953.The dynamic height is computed by dividing the NAVD 88
 CK2953.geopotential number by the normal gravity value computed on the
 CK2953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2953.degrees latitude (g = 980.6199 gals.).
 CK2953
 CK2953.The modeled gravity was interpolated from observed gravity values.
 CK2953
 CK2953;                    North         East    Units  Estimated Accuracy
 CK2953;SPC SC       -   100,120.      632,770.      MT  (+/- 180 meters Scaled)
 CK2953
 CK2953                          SUPERSEDED SURVEY CONTROL
 CK2953
 CK2953  NGVD 29 (03/21/89)    2.851  (m)            9.35   (f) ADJUSTED    1 2
 CK2953
 CK2953.Superseded values are not recommended for survey control.
 CK2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2953.See file dsdata.txt to determine how the superseded data were derived.
 CK2953
 CK2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS231220(NAD 83)
 CK2953_MARKER: DD = SURVEY DISK
 CK2953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2953_SP_SET: CONCRETE POST
 CK2953_STAMPING: VERT 15 056 1983
 CK2953_MARK LOGO: SCGS  
 CK2953_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2953+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 CK2953
 CK2953  HISTORY     - Date     Condition        Report By
 CK2953  HISTORY     - 1983     MONUMENTED       SCGS
 CK2953  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 CK2953  HISTORY     - 20050919 GOOD             SCGS
 CK2953
 CK2953                          STATION DESCRIPTION
 CK2953
 CK2953'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2953'10.1 KM (6.3 MI) NE FROM YEMASSEE.
 CK2953'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-25-13 FROM
 CK2953'THE POST OFFICE IN YEMASSEE, THENCE 5.3 KILOMETERS (3.3 MILES)
 CK2953'NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE AND 21, THENCE 5.8
 CK2953'KILOMETERS (3.6 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE,
 CK2953'THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY ALONG COUNTY ROAD S-15-66,
 CK2953'SET NEAR A 24-INCH BLAZED PINE TREE IN THE SOUTHEAST ANGLE OF THE
 CK2953'INTERSECTION WITH A DIRT ROAD, 44.8 METERS (147.0 FEET)
 CK2953'SOUTH-SOUTHWEST OF A POWER POLE, 15.0 METERS (49.6 FEET)
 CK2953'EAST-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 8.2 METERS (27.0
 CK2953'FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 CK2953'2.3 METERS (7.5 FEET) NORTH-NORTHWEST OF THE BLAZED PINE TREE.
 CK2953'THE MARK IS 0.50 METERS  WNW FROM A WITNESS POST.
 CK2953'THE MARK IS 0.30 M BELOW COUNTY ROAD.
 CK2953
 CK2953                          STATION RECOVERY (2002)
 CK2953
 CK2953'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 CK2953'MARK NOT FOUND.
 CK2953
 CK2953                          STATION RECOVERY (2005)
 CK2953
 CK2953'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2953'STATION IS LOCATED 6.5 MI (10.46 KM) EAST-NORTHEAST OF YEMASSEE, 12.7
 CK2953'MI (20.44 KM) SOUTH SOUTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK2953'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2953'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CK2953'17 ALTERNATE (HENDERSONVILLE HIGHWAY) AND 21 (LOW COUNTRY HIGHWAY),
 CK2953'3.4 MI (5.47 KM) EAST NORTHEAST OF YEMASSEE, GO EAST NORTHEAST ON
 CK2953'HIGHWAY 17 ALTERNATE FOR 3.6 MI (5.79 KM) TO THE JUNCTION OF STATE
 CK2953'ROAD 66 (COMBAHEE ROAD), TURN RIGHT ON ROAD 66 FOR 0.9 MI (1.45 KM) TO
 CK2953'THE STATION ON THE LEFT IN THE EAST ANGLE A FIELD ROAD LEFT AT A
 CK2953'LOCKED PIPE GATE. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND
 CK2953'LEVEL WITH THE ROAD, 49.4 FT (15.1 M) EAST OF THE CENTER OF THE ROAD,
 CK2953'28.0 FT (8.5 M) NORTH NORTHEAST OF THE CENTER OF THE FIELD ROAD, 53.4
 CK2953'FT (16.3 M) NORTHWEST OF THE NORTH METAL GATE POST, 1.7 FT (0.5 M)
 CK2953'WEST NORTHWEST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2952 ***********************************************************************
 CK2952  DESIGNATION -  15 057
 CK2952  PID         -  CK2952
 CK2952  STATE/COUNTY-  SC/COLLETON
 CK2952  USGS QUAD   -  YEMASSEE (1988)
 CK2952
 CK2952                         *CURRENT SURVEY CONTROL
 CK2952  ___________________________________________________________________
 CK2952* NAD 83(1986)-  32 43 12.     (N)    080 44 59.     (W)     SCALED    
 CK2952* NAVD 88     -         6.249  (meters)      20.50   (feet)  ADJUSTED  
 CK2952  ___________________________________________________________________
 CK2952  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2952  DYNAMIC HT  -           6.242 (meters)      20.48  (feet)  COMP
 CK2952  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CK2952
 CK2952  VERT ORDER  -  FIRST     CLASS II
 CK2952
 CK2952.The horizontal coordinates were scaled from a topographic map and have
 CK2952.an estimated accuracy of +/- 6 seconds.
 CK2952
 CK2952.The orthometric height was determined by differential leveling
 CK2952.and adjusted by the National Geodetic Survey in June 1991..
 CK2952
 CK2952.The geoid height was determined by GEOID03.
 CK2952
 CK2952.The dynamic height is computed by dividing the NAVD 88
 CK2952.geopotential number by the normal gravity value computed on the
 CK2952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2952.degrees latitude (g = 980.6199 gals.).
 CK2952
 CK2952.The modeled gravity was interpolated from observed gravity values.
 CK2952
 CK2952;                    North         East    Units  Estimated Accuracy
 CK2952;SPC SC       -    98,360.      633,060.      MT  (+/- 180 meters Scaled)
 CK2952
 CK2952                          SUPERSEDED SURVEY CONTROL
 CK2952
 CK2952  NGVD 29 (03/21/89)    6.525  (m)           21.41   (f) ADJUSTED    1 2
 CK2952
 CK2952.Superseded values are not recommended for survey control.
 CK2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2952.See file dsdata.txt to determine how the superseded data were derived.
 CK2952
 CK2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS234202(NAD 83)
 CK2952_MARKER: DB = BENCH MARK DISK
 CK2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2952_SP_SET: CONCRETE POST
 CK2952_STAMPING: VERT 15 057 1983
 CK2952_MARK LOGO: SCGS  
 CK2952_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2952
 CK2952  HISTORY     - Date     Condition        Report By
 CK2952  HISTORY     - 1983     MONUMENTED       SCGS
 CK2952
 CK2952                          STATION DESCRIPTION
 CK2952
 CK2952'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2952'10.0 KM (6.2 MI) NE FROM YEMASSEE.
 CK2952'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY S-25-13 FROM THE
 CK2952'POST OFFICE IN YEMASSEE, THENCE 5.3 KILOMETERS (3.3 MILES) NORTHEAST
 CK2952'ALONG U.S. HIGHWAY 21 AND 17 ALTERNATE, THENCE 5.8 KILOMETERS (3.6
 CK2952'MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, THENCE 2.9
 CK2952'KILOMETERS (1.85 MILES) SOUTHERLY ALONG COUNTY ROAD S-15-66, SET BY A
 CK2952'POWER POLE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A DIRT ROAD,
 CK2952'11.7 METERS (38.8 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE COUNTY
 CK2952'ROAD, 5.8 METERS (19.2 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER
 CK2952'OF THE DIRT ROAD, 1.6 METERS (5.3 FEET) NORTH-NORTHEAST OF THE POWER
 CK2952'POLE, 4.7 METERS (15.6 FEET) SOUTHWEST OF A BLAZED 10-INCH PINE TREE.
 CK2952'THE MARK IS 0.40 METERS  SSE FROM A WITNESS POST.
 CK2952'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2951 ***********************************************************************
 CK2951  DESIGNATION -  15 058
 CK2951  PID         -  CK2951
 CK2951  STATE/COUNTY-  SC/COLLETON
 CK2951  USGS QUAD   -  YEMASSEE (1988)
 CK2951
 CK2951                         *CURRENT SURVEY CONTROL
 CK2951  ___________________________________________________________________
 CK2951* NAD 83(1986)-  32 41 56.     (N)    080 45 31.     (W)     SCALED    
 CK2951* NAVD 88     -         6.394  (meters)      20.98   (feet)  ADJUSTED  
 CK2951  ___________________________________________________________________
 CK2951  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2951  DYNAMIC HT  -           6.387 (meters)      20.95  (feet)  COMP
 CK2951  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 CK2951
 CK2951  VERT ORDER  -  FIRST     CLASS II
 CK2951
 CK2951.The horizontal coordinates were scaled from a topographic map and have
 CK2951.an estimated accuracy of +/- 6 seconds.
 CK2951
 CK2951.The orthometric height was determined by differential leveling
 CK2951.and adjusted by the National Geodetic Survey in June 1991..
 CK2951
 CK2951.The geoid height was determined by GEOID03.
 CK2951
 CK2951.The dynamic height is computed by dividing the NAVD 88
 CK2951.geopotential number by the normal gravity value computed on the
 CK2951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2951.degrees latitude (g = 980.6199 gals.).
 CK2951
 CK2951.The modeled gravity was interpolated from observed gravity values.
 CK2951
 CK2951;                    North         East    Units  Estimated Accuracy
 CK2951;SPC SC       -    96,020.      632,230.      MT  (+/- 180 meters Scaled)
 CK2951
 CK2951                          SUPERSEDED SURVEY CONTROL
 CK2951
 CK2951  NGVD 29 (03/21/89)    6.670  (m)           21.88   (f) ADJUSTED    1 2
 CK2951
 CK2951.Superseded values are not recommended for survey control.
 CK2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2951.See file dsdata.txt to determine how the superseded data were derived.
 CK2951
 CK2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS226179(NAD 83)
 CK2951_MARKER: DD = SURVEY DISK
 CK2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2951_SP_SET: CONCRETE POST
 CK2951_STAMPING: VERT 15 058 1983
 CK2951_MARK LOGO: SCGS  
 CK2951_PROJECTION: RECESSED 5 CENTIMETERS
 CK2951_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2951+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 CK2951
 CK2951  HISTORY     - Date     Condition        Report By
 CK2951  HISTORY     - 1983     MONUMENTED       SCGS
 CK2951  HISTORY     - 20050919 GOOD             SCGS
 CK2951
 CK2951                          STATION DESCRIPTION
 CK2951
 CK2951'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2951'8.2 KM (5.1 MI) EAST FROM YEMASSEE.
 CK2951'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-25-13 FROM
 CK2951'THE POST OFFICE IN YEMASSEE, THENCE 5.3 KILOMETERS (3.3 MILES)
 CK2951'NORTHEAST ALONG U.S. HIGHWAY 21 AND 17 ALTERNATE, THENCE 5.8
 CK2951'KILOMETERS (3.6 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE,
 CK2951'THENCE 5.9 KILOMETERS (3.65 MILES) SOUTHERLY ALONG COUNTY ROAD
 CK2951'S-15-66, SET NEAR A 100-INCH LONE OAK TREE IN THE NORTHWEST ANGLE OF
 CK2951'THE INTERSECTION WITH A DIRT ROAD LEADING TO SOME GRAIN STORAGE BINS,
 CK2951'13.6 METERS (44.5 FEET) NORTHWEST OF THE CENTERLINE OF THE COUNTY
 CK2951'ROAD, 8.2 METERS (27.0 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF
 CK2951'THE DIRT ROAD, 9.1 METERS (30.0 FEET) SOUTH OF THE LONE OAK TREE.
 CK2951'THE MARK IS 1.80 METERS  NW FROM A WITNESS POST.
 CK2951'THE MARK IS 1.00 M ABOVE COUNTY ROAD.
 CK2951
 CK2951                          STATION RECOVERY (2005)
 CK2951
 CK2951'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2951'STATION IS LOCATED 5.5 MI (8.85 KM) EAST OF YEMASSEE, 15.1 MI (24.3
 CK2951'KM) SOUTH-SOUTHWEST OF WALTERBORO.  OWNERSHIP--CHEROKEE PLANTATION,
 CK2951'ATTENTION GROUNDS MANAGER-JADON LEMACKS. TO REACH THE STATION FROM THE
 CK2951'JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE (HENDERSONVILLE HIGHWAY) AND 21
 CK2951'(LOW COUNTRY HIGHWAY), 3.4 MI (5.47 KM) NORTHEAST OF YEMASSEE, GO EAST
 CK2951'NORTHEAST ON HIGHWAY 17 ALTERNATE FOR 3.6 MI (5.79 KM) TO THE JUNCTION
 CK2951'OF STATE ROAD 66 (COMBAHEE ROAD), TURN RIGHT ON ROAD 66 FOR 3.65 MI
 CK2951'(5.87 KM) TO THE STATION ON THE RIGHT NEAR A WOODEN FENCE LINE IN THE
 CK2951'NORTH ANGLE OF A GRAVEL ROAD LEADING TO THE CHEROKEE PLANTATION
 CK2951'MAINTENANCE AND DELIVERIES AREA. STATION IS A CONCRETE POST RECESSED
 CK2951'0.2 FT (0.1 M) AND 0.5 FT (0.2 M) ABOVE THE ROAD, 42.9 FT (13.1 M)
 CK2951'WEST NORTHWEST OF THE CENTER OF THE ROAD, 28.6 FT (8.7 M) NORTH
 CK2951'NORTHEAST OF THE CENTER OF THE GRAVEL SERVICE ROAD LEADING WESTERLY,
 CK2951'4.2 FT (1.3 M) SOUTH OF THE FENCE LINE, 45.2 FT (13.8 M) NORTH
 CK2951'NORTHEAST OF A TELEPHONE JUNCTION BOX B32S/41/1, 6.4 FT (2.0 M)
 CK2951'NORTHWEST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2950 ***********************************************************************
 CK2950  DESIGNATION -  15 059
 CK2950  PID         -  CK2950
 CK2950  STATE/COUNTY-  SC/COLLETON
 CK2950  USGS QUAD   -  YEMASSEE (1988)
 CK2950
 CK2950                         *CURRENT SURVEY CONTROL
 CK2950  ___________________________________________________________________
 CK2950* NAD 83(1986)-  32 41 15.     (N)    080 44 59.     (W)     SCALED    
 CK2950* NAVD 88     -         4.490  (meters)      14.73   (feet)  ADJUSTED  
 CK2950  ___________________________________________________________________
 CK2950  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2950  DYNAMIC HT  -           4.485 (meters)      14.71  (feet)  COMP
 CK2950  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 CK2950
 CK2950  VERT ORDER  -  FIRST     CLASS II
 CK2950
 CK2950.The horizontal coordinates were scaled from a topographic map and have
 CK2950.an estimated accuracy of +/- 6 seconds.
 CK2950
 CK2950.The orthometric height was determined by differential leveling
 CK2950.and adjusted by the National Geodetic Survey in June 1991..
 CK2950
 CK2950.The geoid height was determined by GEOID03.
 CK2950
 CK2950.The dynamic height is computed by dividing the NAVD 88
 CK2950.geopotential number by the normal gravity value computed on the
 CK2950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2950.degrees latitude (g = 980.6199 gals.).
 CK2950
 CK2950.The modeled gravity was interpolated from observed gravity values.
 CK2950
 CK2950;                    North         East    Units  Estimated Accuracy
 CK2950;SPC SC       -    94,760.      633,070.      MT  (+/- 180 meters Scaled)
 CK2950
 CK2950                          SUPERSEDED SURVEY CONTROL
 CK2950
 CK2950  NGVD 29 (03/21/89)    4.766  (m)           15.64   (f) ADJUSTED    1 2
 CK2950
 CK2950.Superseded values are not recommended for survey control.
 CK2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2950.See file dsdata.txt to determine how the superseded data were derived.
 CK2950
 CK2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS234166(NAD 83)
 CK2950_MARKER: DD = SURVEY DISK
 CK2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2950_SP_SET: CONCRETE POST
 CK2950_STAMPING: VERT 15 059 1983
 CK2950_MARK LOGO: SCGS  
 CK2950_PROJECTION: PROJECTING 8 CENTIMETERS
 CK2950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2950+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 CK2950
 CK2950  HISTORY     - Date     Condition        Report By
 CK2950  HISTORY     - 1983     MONUMENTED       SCGS
 CK2950  HISTORY     - 20050919 GOOD             SCGS
 CK2950
 CK2950                          STATION DESCRIPTION
 CK2950
 CK2950'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2950'9.0 KM (5.6 MI) EAST FROM YEMASSEE.
 CK2950'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG COUNTY ROAD S-25-13 FROM
 CK2950'THE POST OFFICE IN YEMASSEE, THENCE 5.3 KILOMETERS (3.3 MILES)
 CK2950'NORTHEAST ALONG U.S. HIGHWAY 21 AND 17 ALTERNATE, THENCE 5.8
 CK2950'KILOMETERS (3.6 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE,
 CK2950'THENCE 7.5 KILOMETERS (4.65 MILES) SOUTHERLY ALONG COUNTY ROAD
 CK2950'S-15-66, SET IN THE SOUTHWEST ANGLE OF A GRASSY FIELD ENTRANCE ROAD
 CK2950'WITH A WOODEN GATE, THIS MARK MAY ALSO BE REACHED BY GOING 2.2
 CK2950'KILOMETERS (1.4 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK2950'OFFICE IN GREEN POND, THENCE 4.2 KILOMETERS (2.6 MILES) SOUTHWEST
 CK2950'ALONG U.S. HIGHWAY 17 ALTERNATE, THENCE 7.1 KILOMETERS (4.45 MILES)
 CK2950'NORTHWEST ALONG COUNTY ROAD S-15-119, THENCE 7.2 KILOMETERS (4.5
 CK2950'MILES) WESTERLY ALONG COUNTY ROAD S-15-66, 3.2 METERS (10.5 FEET)
 CK2950'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRASSY ROAD, 1.3
 CK2950'METERS (4.3 FEET) EAST-NORTHEAST OF A WIRE FENCE, 8.8 METERS (29.0
 CK2950'FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD.
 CK2950'THE MARK IS 1.20 METERS  ENE FROM A WITNESS POST.
 CK2950'THE MARK IS 0.30 M BELOW COUNTY ROAD.
 CK2950
 CK2950                          STATION RECOVERY (2005)
 CK2950
 CK2950'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2950'STATION IS LOCATED 5.8 MI (9.33 KM) EAST OF YEMASSEE, 15.7 MI (25.27
 CK2950'KM) SOUTH-SOUTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2950'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE
 CK2950'(HENDERSONVILLE HIGHWAY) AND 21 (LOW COUNTRY ROAD), 3.4 MI (5.47 KM)
 CK2950'EAST NORTHEAST OF YEMASSEE, GO EAST NORTHEAST ON HIGHWAY 17 ALTERNATE
 CK2950'FOR 3.6 MI (5.79 KM) TO THE JUNCTION OF STATE ROAD 66 (COMBAHEE ROAD),
 CK2950'TURN RIGHT ON ROAD 66 FOR 4.6 MI (7.4 KM) TO THE STATION ON THE RIGHT
 CK2950'NEAR AN OLD ABANDONED GATE. STATION IS A CONCRETE POST PROJECTING 0.3
 CK2950'FT (0.1 M) AND LEVEL WITH THE ROAD, 28.3 FT (8.6 M) SOUTHWEST OF THE
 CK2950'CENTER OF THE ROAD, 7.3 FT (2.2 M) NORTH NORTHWEST OF A 1.0-FOOT ELM
 CK2950'TREE, 17.8 FT (5.4 M) SOUTHEAST OF A LARGE WOODEN GATE POST, 3.7 FT
 CK2950'(1.1 M) NORTHEAST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2944 ***********************************************************************
 CK2944  DESIGNATION -  15 060
 CK2944  PID         -  CK2944
 CK2944  STATE/COUNTY-  SC/COLLETON
 CK2944  USGS QUAD   -  WHITE HALL (1988)
 CK2944
 CK2944                         *CURRENT SURVEY CONTROL
 CK2944  ___________________________________________________________________
 CK2944* NAD 83(1986)-  32 41 33.     (N)    080 43 02.     (W)     SCALED    
 CK2944* NAVD 88     -         1.613  (meters)       5.29   (feet)  ADJUSTED  
 CK2944  ___________________________________________________________________
 CK2944  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2944  DYNAMIC HT  -           1.612 (meters)       5.29  (feet)  COMP
 CK2944  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 CK2944
 CK2944  VERT ORDER  -  FIRST     CLASS II
 CK2944
 CK2944.The horizontal coordinates were scaled from a topographic map and have
 CK2944.an estimated accuracy of +/- 6 seconds.
 CK2944
 CK2944.The orthometric height was determined by differential leveling
 CK2944.and adjusted by the National Geodetic Survey in June 1991..
 CK2944
 CK2944.The geoid height was determined by GEOID03.
 CK2944
 CK2944.The dynamic height is computed by dividing the NAVD 88
 CK2944.geopotential number by the normal gravity value computed on the
 CK2944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2944.degrees latitude (g = 980.6199 gals.).
 CK2944
 CK2944.The modeled gravity was interpolated from observed gravity values.
 CK2944
 CK2944;                    North         East    Units  Estimated Accuracy
 CK2944;SPC SC       -    95,320.      636,120.      MT  (+/- 180 meters Scaled)
 CK2944
 CK2944                          SUPERSEDED SURVEY CONTROL
 CK2944
 CK2944  NGVD 29 (03/21/89)    1.890  (m)            6.20   (f) ADJUSTED    1 2
 CK2944
 CK2944.Superseded values are not recommended for survey control.
 CK2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2944.See file dsdata.txt to determine how the superseded data were derived.
 CK2944
 CK2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS265172(NAD 83)
 CK2944_MARKER: DD = SURVEY DISK
 CK2944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2944_SP_SET: CONCRETE POST
 CK2944_STAMPING: VERT 15 060 1983
 CK2944_MARK LOGO: SCGS  
 CK2944_PROJECTION: FLUSH
 CK2944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2944+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2944
 CK2944  HISTORY     - Date     Condition        Report By
 CK2944  HISTORY     - 1983     MONUMENTED       SCGS
 CK2944  HISTORY     - 20050920 GOOD             SCGS
 CK2944
 CK2944                          STATION DESCRIPTION
 CK2944
 CK2944'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2944'10.5 KM (6.5 MI) SW FROM GREEN POND.
 CK2944'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2944'POST OFFICE IN GREEN POND, THENCE 4.2 KILOMETERS (2.6 MILES) SOUTHWEST
 CK2944'ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.45 MILES) NORTHWEST
 CK2944'ALONG COUNTY ROAD S-15-119, THENCE 4.1 KILOMETERS (2.55 MILES)
 CK2944'WESTERLY ALONG COUNTY ROAD S-15-66, SET BETWEEN TWO BLAZED PINE TREES,
 CK2944'9.8 METERS (32.0 FEET) NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 CK2944'3.8 METERS (12.7 FEET) NORTH-NORTHEAST OF THE WESTERN MOST BLAZED PINE
 CK2944'TREE, 4.3 METERS (14.0 FEET) WEST-SOUTHWEST OF THE EASTERN MOST BLAZED
 CK2944'PINE TREE, 0.6 METER (2.0 FEET) SOUTHEAST OF A WIRE FENCE.
 CK2944'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 CK2944'THE MARK IS 1.00 M BELOW COUNTY ROAD.
 CK2944
 CK2944                          STATION RECOVERY (2005)
 CK2944
 CK2944'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2944'STATION IS LOCATED 6.8 MI (10.94 KM) WEST SOUTHWEST OF GREEN POND,
 CK2944'14.8 MI (23.82 KM) SOUTH SOUTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK2944'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2944'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CK2944'17 ALTERNATE (HENDERSONVILLE HIGHWAY) AND 21 (LOW COUNTRY ROAD), 3.4
 CK2944'MI (5.47 KM) EAST NORTHEAST OF YEMASSEE, GO EAST NORTHEAST ON HIGHWAY
 CK2944'3.6 MI (5.79 KM) TO THE JUNCTION OF STATE ROAD 66 (COMBAHEE ROAD),
 CK2944'TURN RIGHT ON ROAD 66 FOR 5.6 MI (9.01 KM) TO THE ENTRANCE ROAD RIGHT
 CK2944'TO BLUFF PLANTATION, CONTINUE ON ROAD 66 FOR 1.0 MI (1.61 KM) TO THE
 CK2944'STATION ON THE LEFT NEAR A WIRE FENCE LINE BETWEEN TWO BLAZED PINE
 CK2944'TREES. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FT
 CK2944'(0.3 M) BELOW THE ROAD, 33.5 FT (10.2 M) WEST NORTHWEST OF THE CENTER
 CK2944'OF THE ROAD, 14.1 FT (4.3 M) SOUTHWEST OF THE NORTHEAST ONE OF TWO
 CK2944'BLAZED 2.6-FOOT PINE TREES, 13.1 FT (4.0 M) NORTH NORTHEAST OF THE
 CK2944'SOUTHWEST ONE OF TWO BLAZED 2.6-FOOT PINE TREES, 2.0 FT (0.6 M) EAST
 CK2944'SOUTHEAST OF THE WIRE FENCE LINE, 1.3 FT (0.4 M) EAST SOUTHEAST OF A
 CK2944'WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2943 ***********************************************************************
 CK2943  DESIGNATION -  15 061
 CK2943  PID         -  CK2943
 CK2943  STATE/COUNTY-  SC/COLLETON
 CK2943  USGS QUAD   -  WHITE HALL (1988)
 CK2943
 CK2943                         *CURRENT SURVEY CONTROL
 CK2943  ___________________________________________________________________
 CK2943* NAD 83(1986)-  32 41 57.     (N)    080 43 11.     (W)     SCALED    
 CK2943* NAVD 88     -         1.254  (meters)       4.11   (feet)  ADJUSTED  
 CK2943  ___________________________________________________________________
 CK2943  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2943  DYNAMIC HT  -           1.252 (meters)       4.11  (feet)  COMP
 CK2943  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 CK2943
 CK2943  VERT ORDER  -  FIRST     CLASS II
 CK2943
 CK2943.The horizontal coordinates were scaled from a topographic map and have
 CK2943.an estimated accuracy of +/- 6 seconds.
 CK2943
 CK2943.The orthometric height was determined by differential leveling
 CK2943.and adjusted by the National Geodetic Survey in June 1991..
 CK2943
 CK2943.The geoid height was determined by GEOID03.
 CK2943
 CK2943.The dynamic height is computed by dividing the NAVD 88
 CK2943.geopotential number by the normal gravity value computed on the
 CK2943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2943.degrees latitude (g = 980.6199 gals.).
 CK2943
 CK2943.The modeled gravity was interpolated from observed gravity values.
 CK2943
 CK2943;                    North         East    Units  Estimated Accuracy
 CK2943;SPC SC       -    96,060.      635,880.      MT  (+/- 180 meters Scaled)
 CK2943
 CK2943                          SUPERSEDED SURVEY CONTROL
 CK2943
 CK2943  NGVD 29 (03/21/89)    1.530  (m)            5.02   (f) ADJUSTED    1 2
 CK2943
 CK2943.Superseded values are not recommended for survey control.
 CK2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2943.See file dsdata.txt to determine how the superseded data were derived.
 CK2943
 CK2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS262179(NAD 83)
 CK2943_MARKER: DD = SURVEY DISK
 CK2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2943_SP_SET: CONCRETE POST
 CK2943_STAMPING: VERT 15 061 1983
 CK2943_MARK LOGO: SCGS  
 CK2943_PROJECTION: FLUSH
 CK2943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2943+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2943
 CK2943  HISTORY     - Date     Condition        Report By
 CK2943  HISTORY     - 1983     MONUMENTED       SCGS
 CK2943  HISTORY     - 20050920 GOOD             SCGS
 CK2943
 CK2943                          STATION DESCRIPTION
 CK2943
 CK2943'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2943'10.5 KM (6.5 MI) SW FROM GREEN POND.
 CK2943'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2943'POST OFFICE IN GREEN POND, THENCE 4.2 KILOMETERS (2.6 MILES) SOUTHWEST
 CK2943'ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.45 MILES) NORTHWEST
 CK2943'ALONG COUNTY ROAD S-15-119, THENCE 3.2 KILOMETERS (2.0 MILES) WESTERLY
 CK2943'ALONG COUNTY ROAD S-15-66, SET INSIDE A FENCE IN THE NORTHWEST CORNER
 CK2943'OF A CLEARED AREA JUST PAST A BOX CULVERT, 10.8 METERS (35.8 FEET)
 CK2943'NORTH-NORTHWEST OF A 16-INCH LIVE OAK TREE, 19.2 METERS (63.0 FEET)
 CK2943'EAST-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 4.9 METERS (16.0
 CK2943'FEET) SOUTH-SOUTHWEST OF A BLAZED 12-INCH PINE TREE, 0.4 METER (1.2
 CK2943'FEET) EAST-SOUTHEAST OF THE FENCE LINE, 38.6 METERS (126.6 FEET)
 CK2943'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A FIELD ACCESS ROAD.
 CK2943'THE MARK IS 0.30 METERS  WNW FROM A WITNESS POST.
 CK2943'THE MARK IS 0.30 M BELOW COUNTY ROAD.
 CK2943
 CK2943                          STATION RECOVERY (2005)
 CK2943
 CK2943'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2943'STATION IS LOCATED 6.5 MI (10.46 KM) WEST SOUTHWEST OF GREEN POND,
 CK2943'14.3 MI (23.01 KM) SOUTH SOUTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK2943'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2943'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2943'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK2943'1.35 MI (2.17 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK2943'HIGHWAY 17 FOR 2.65 MI (4.26 KM) TO THE JUNCTION OF STATE ROAD 119
 CK2943'(WHITE HALL ROAD), TURN RIGHT ON ROAD 119 FOR 4.45 MI (7.16 KM) TO THE
 CK2943'JUNCTION OF STATE ROAD 66 (COMBAHEE ROAD), TURN LEFT ON ROAD 66 FOR
 CK2943'1.95 MI (3.14 KM) TO A SMALL BRIDGE OVER A CREEK BETWEEN MARSHES ON
 CK2943'BOTH SIDES OF THE ROAD, CONTINUE ON ROAD 66 FOR 0.05 MI (0.08 KM) TO
 CK2943'THE STATION ON THE LEFT NEAR A WIRE FENCE LINE. STATION IS A CONCRETE
 CK2943'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 35.5 FT (10.8 M)
 CK2943'EAST SOUTHEAST OF THE CENTER OF THE ROAD, 1.4 FT (0.4 M) EAST
 CK2943'SOUTHEAST OF THE WIRE FENCE LINE, 1.6 FT (0.5 M) WEST NORTHWEST OF A
 CK2943'METAL POST PROJECTING 3 FEET, 15.7 FT (4.8 M) SOUTHWEST OF A 1.3-FOOT
 CK2943'WISTERIA CHOKED PINE TREE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2942 ***********************************************************************
 CK2942  DESIGNATION -  15 062
 CK2942  PID         -  CK2942
 CK2942  STATE/COUNTY-  SC/COLLETON
 CK2942  USGS QUAD   -  WHITE HALL (1988)
 CK2942
 CK2942                         *CURRENT SURVEY CONTROL
 CK2942  ___________________________________________________________________
 CK2942* NAD 83(1986)-  32 42 31.     (N)    080 42 35.     (W)     SCALED    
 CK2942* NAVD 88     -         3.594  (meters)      11.79   (feet)  ADJUSTED  
 CK2942  ___________________________________________________________________
 CK2942  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2942  DYNAMIC HT  -           3.590 (meters)      11.78  (feet)  COMP
 CK2942  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 CK2942
 CK2942  VERT ORDER  -  FIRST     CLASS II
 CK2942
 CK2942.The horizontal coordinates were scaled from a topographic map and have
 CK2942.an estimated accuracy of +/- 6 seconds.
 CK2942
 CK2942.The orthometric height was determined by differential leveling
 CK2942.and adjusted by the National Geodetic Survey in June 1991..
 CK2942
 CK2942.The geoid height was determined by GEOID03.
 CK2942
 CK2942.The dynamic height is computed by dividing the NAVD 88
 CK2942.geopotential number by the normal gravity value computed on the
 CK2942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2942.degrees latitude (g = 980.6199 gals.).
 CK2942
 CK2942.The modeled gravity was interpolated from observed gravity values.
 CK2942
 CK2942;                    North         East    Units  Estimated Accuracy
 CK2942;SPC SC       -    97,110.      636,810.      MT  (+/- 180 meters Scaled)
 CK2942
 CK2942                          SUPERSEDED SURVEY CONTROL
 CK2942
 CK2942  NGVD 29 (03/21/89)    3.871  (m)           12.70   (f) ADJUSTED    1 2
 CK2942
 CK2942.Superseded values are not recommended for survey control.
 CK2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2942.See file dsdata.txt to determine how the superseded data were derived.
 CK2942
 CK2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS272190(NAD 83)
 CK2942_MARKER: DD = SURVEY DISK
 CK2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2942_SP_SET: CONCRETE POST
 CK2942_STAMPING: VERT 15 062 1983
 CK2942_MARK LOGO: SCGS  
 CK2942_PROJECTION: RECESSED 5 CENTIMETERS
 CK2942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2942+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2942
 CK2942  HISTORY     - Date     Condition        Report By
 CK2942  HISTORY     - 1983     MONUMENTED       SCGS
 CK2942  HISTORY     - 20050920 GOOD             SCGS
 CK2942
 CK2942                          STATION DESCRIPTION
 CK2942
 CK2942'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2942'9.3 KM (5.8 MI) SW FROM GREEN POND.
 CK2942'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2942'POST OFFICE IN GREEN POND, THENCE 4.2 KILOMETERS (2.6 MILES) SOUTHWEST
 CK2942'ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.45 MILES) NORTHWEST
 CK2942'ALONG COUNTY ROAD S-15-119, THENCE 2.0 KILOMETERS (1.25 MILES)
 CK2942'WESTERLY ALONG COUNTY ROAD S-15-66, SET NEAR A TELEPHONE JUNCTION BOX
 CK2942'IN THE SOUTHWEST ANGLE OF THE INTERSECTION WITH A SAND ROAD,
 CK2942'11.4 METERS (37.7 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 CK2942'COUNTY ROAD, 11.6 METERS (38.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 CK2942'CENTER OF THE SAND ROAD, 2.1 METERS (7.0 FEET) SOUTH-SOUTHWEST OF THE
 CK2942'TELEPHONE JUNCTION BOX NUMBER B327 WITH A WITNESS SIGN ATTACHED,
 CK2942'6.8 METERS (22.4 FEET) NORTH OF THE END OF A WOODEN FENCE.
 CK2942'THE MARK IS 0.30 M BELOW COUNTY ROAD.
 CK2942
 CK2942                          STATION RECOVERY (2005)
 CK2942
 CK2942'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2942'STATION IS LOCATED 5.8 MI (9.33 KM) WEST-SOUTHWEST OF GREEN POND, 13.7
 CK2942'MI (22.05 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2942'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2942'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2942'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.17 KM)
 CK2942'SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 2.65 MI
 CK2942'(4.26 KM) TO THE JUNCTION OF STATE ROAD 119 (WHITE HALL ROAD), TURN
 CK2942'RIGHT ON ROAD 119 FOR 4.45 MI (7.16 KM) TO THE JUNCTION OF STATE ROAD
 CK2942'66 (COMBAHEE ROAD), TURN LEFT ON ROAD 66 FOR 1.25 MI (2.01 KM) TO THE
 CK2942'STATION ON THE LEFT NEAR A TELEPHONE JUNCTION BOX IN THE SOUTHWEST
 CK2942'ANGLE OF THE JUNCTION OF A GATED SAND ROAD LEFT AND A SAND ROAD RIGHT
 CK2942'(CALFPEN CREEK LANE). STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1
 CK2942'M) AND LEVEL WITH THE ROAD, 36.8 FT (11.2 M) SOUTH SOUTHEAST OF THE
 CK2942'CENTER OF ROAD 66, 34.6 FT (30.7 M) WEST SOUTHWEST OF THE CENTER OF
 CK2942'THE SAND ROAD, 6.9 FT (2.1 M) SOUTH SOUTHWEST OF THE TELEPHONE
 CK2942'JUNCTION BOX B32S/7 WITH A WOODEN SUPPORT POST, 48.0 FT (14.6 M) WEST
 CK2942'OF A METAL SUPPORT POST WITH AN ELECTRONIC SECURITY KEYPAD AT THE
 CK2942'LOCKED GATE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2893 ***********************************************************************
 CK2893  DESIGNATION -  15 063
 CK2893  PID         -  CK2893
 CK2893  STATE/COUNTY-  SC/COLLETON
 CK2893  USGS QUAD   -  WALTERBORO (1988)
 CK2893
 CK2893                         *CURRENT SURVEY CONTROL
 CK2893  ___________________________________________________________________
 CK2893* NAD 83(1986)-  32 53 49.     (N)    080 38 56.     (W)     SCALED    
 CK2893* NAVD 88     -        18.403  (meters)      60.38   (feet)  ADJUSTED  
 CK2893  ___________________________________________________________________
 CK2893  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2893  DYNAMIC HT  -          18.383 (meters)      60.31  (feet)  COMP
 CK2893  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 CK2893
 CK2893  VERT ORDER  -  FIRST     CLASS II
 CK2893
 CK2893.The horizontal coordinates were scaled from a topographic map and have
 CK2893.an estimated accuracy of +/- 6 seconds.
 CK2893
 CK2893.The orthometric height was determined by differential leveling
 CK2893.and adjusted by the National Geodetic Survey in June 1991..
 CK2893
 CK2893.The geoid height was determined by GEOID03.
 CK2893
 CK2893.The dynamic height is computed by dividing the NAVD 88
 CK2893.geopotential number by the normal gravity value computed on the
 CK2893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2893.degrees latitude (g = 980.6199 gals.).
 CK2893
 CK2893.The modeled gravity was interpolated from observed gravity values.
 CK2893
 CK2893;                    North         East    Units  Estimated Accuracy
 CK2893;SPC SC       -   118,010.      642,450.      MT  (+/- 180 meters Scaled)
 CK2893
 CK2893                          SUPERSEDED SURVEY CONTROL
 CK2893
 CK2893  NGVD 29 (03/21/89)   18.690  (m)           61.32   (f) ADJUSTED    1 2
 CK2893
 CK2893.Superseded values are not recommended for survey control.
 CK2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2893.See file dsdata.txt to determine how the superseded data were derived.
 CK2893
 CK2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS328399(NAD 83)
 CK2893_MARKER: DD = SURVEY DISK
 CK2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2893_SP_SET: CONCRETE POST
 CK2893_STAMPING: VERT 15 063 1983
 CK2893_MARK LOGO: SCGS  
 CK2893_PROJECTION: RECESSED 5 CENTIMETERS
 CK2893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2893+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 CK2893
 CK2893  HISTORY     - Date     Condition        Report By
 CK2893  HISTORY     - 1983     MONUMENTED       SCGS
 CK2893  HISTORY     - 20050822 GOOD             SCGS
 CK2893
 CK2893                          STATION DESCRIPTION
 CK2893
 CK2893'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2893'IN WALTERBORO.
 CK2893'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2893'IN WALTERBORO, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHEAST ALONG U.S.
 CK2893'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 1.0 KILOMETER (0.6 MILE)
 CK2893'SOUTHEAST ALONG STATE HIGHWAY 64, THENCE 0.2 KILOMETER (0.1 MILE)
 CK2893'SOUTHWEST ALONG COUNTY ROAD S-15-381, SET NEAR THE NORTH CORNER OF THE
 CK2893'REATER ST. JAMES HOLINESS CHURCH, 41.5 METERS (136.0 FEET)
 CK2893'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE COUNTY ROAD,
 CK2893'29.3 METERS (96.0 FEET) SOUTHEAST OF THE EAST RAIL OF AN ABANDONED
 CK2893'RAILROAD, 1.1 METERS (3.8 FEET) NORTHEAST OF THE FACE OF THE CHURCH,
 CK2893'2.0 METERS (6.8 FEET) EAST OF THE NORTH CORNER OF THE CHURCH.
 CK2893'THE MARK IS ABOVE LEVEL WITH PARKING AREA.
 CK2893
 CK2893                          STATION RECOVERY (2005)
 CK2893
 CK2893'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2893'STATION IS LOCATED 1.2 MI (1.93 KM) EAST SOUTHEAST OF WALTERBORO.
 CK2893'OWNERSHIP--SAINTS CENTER MINISTRIES, 106 COLSON STREET, WALTERBORO, SC
 CK2893'29488, PHONE 843-549-2918. TO REACH THE STATION FROM THE JUNCTION OF
 CK2893'STATE HIGHWAYS 64 WEST (ROBERTSON BOULEVARD), 64 EAST (HAMPTON STREET)
 CK2893'AND 64 BUSINESS (HAMPTON STREET) IN WALTERBORO, GO EAST SOUTHEAST ON
 CK2893'HIGHWAY 64 EAST FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF STATE ROAD
 CK2893'381 (COLSON STREET), TURN RIGHT ON ROAD 381 FOR 0.05 MI (0.08 KM) TO
 CK2893'THE STATION ON THE RIGHT NEAR THE NORTH CORNER OF THE SAINTS CENTER
 CK2893'MINISTRIES CHURCH. STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1 M)
 CK2893'AND LEVEL WITH A SIDEWALK, 135.0 FT (41.1 M) WEST NORTHWEST OF THE
 CK2893'CENTER OF THE ROAD, 3.8 FT (1.2 M) NORTHEAST OF THE FACE OF THE BRICK
 CK2893'CHURCH, 6.8 FT (2.1 M) EAST OF THE NORTH CORNER OF THE CHURCH.
 CK2893'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2937 ***********************************************************************
 CK2937  DESIGNATION -  15 064
 CK2937  PID         -  CK2937
 CK2937  STATE/COUNTY-  SC/COLLETON
 CK2937  USGS QUAD   -  WHITE HALL (1988)
 CK2937
 CK2937                         *CURRENT SURVEY CONTROL
 CK2937  ___________________________________________________________________
 CK2937* NAD 83(1986)-  32 42 19.     (N)    080 41 01.     (W)     SCALED    
 CK2937* NAVD 88     -         4.537  (meters)      14.89   (feet)  ADJUSTED  
 CK2937  ___________________________________________________________________
 CK2937  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2937  DYNAMIC HT  -           4.532 (meters)      14.87  (feet)  COMP
 CK2937  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CK2937
 CK2937  VERT ORDER  -  FIRST     CLASS II
 CK2937
 CK2937.The horizontal coordinates were scaled from a topographic map and have
 CK2937.an estimated accuracy of +/- 6 seconds.
 CK2937
 CK2937.The orthometric height was determined by differential leveling
 CK2937.and adjusted by the National Geodetic Survey in June 1991..
 CK2937
 CK2937.The geoid height was determined by GEOID03.
 CK2937
 CK2937.The dynamic height is computed by dividing the NAVD 88
 CK2937.geopotential number by the normal gravity value computed on the
 CK2937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2937.degrees latitude (g = 980.6199 gals.).
 CK2937
 CK2937.The modeled gravity was interpolated from observed gravity values.
 CK2937
 CK2937;                    North         East    Units  Estimated Accuracy
 CK2937;SPC SC       -    96,750.      639,260.      MT  (+/- 180 meters Scaled)
 CK2937
 CK2937                          SUPERSEDED SURVEY CONTROL
 CK2937
 CK2937  NGVD 29 (03/21/89)    4.815  (m)           15.80   (f) ADJUSTED    1 2
 CK2937
 CK2937.Superseded values are not recommended for survey control.
 CK2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2937.See file dsdata.txt to determine how the superseded data were derived.
 CK2937
 CK2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS296186(NAD 83)
 CK2937_MARKER: DD = SURVEY DISK
 CK2937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2937_SP_SET: CONCRETE POST
 CK2937_STAMPING: VERT 15 064 1983
 CK2937_MARK LOGO: SCGS  
 CK2937_PROJECTION: PROJECTING 15 CENTIMETERS
 CK2937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2937+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2937
 CK2937  HISTORY     - Date     Condition        Report By
 CK2937  HISTORY     - 1983     MONUMENTED       SCGS
 CK2937  HISTORY     - 20050920 GOOD             SCGS
 CK2937
 CK2937                          STATION DESCRIPTION
 CK2937
 CK2937'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2937'6.9 KM (4.3 MI) SW FROM GREEN POND.
 CK2937'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2937'POST OFFICE IN GREEN POND, THENCE 4.2 KILOMETERS (2.6 MILES) SOUTHWEST
 CK2937'ALONG U.S. HIGHWAY 17, THENCE 5.5 KILOMETERS (3.4 MILES) NORTHWEST
 CK2937'ALONG COUNTY ROAD S-15-119, SET IN THE NORTHWEST ANGLE OF THE
 CK2937'INTERSECTION OF A SAND DRIVEWAY, 49.2 METERS (161.5 FEET) NORTHWEST OF
 CK2937'THE APPROXIMATE CENTER OF THE DRIVEWAY, 26.3 METERS (86.3 FEET)
 CK2937'EAST-NORTHEAST OF THE EAST FACE OF A LARGE WOODEN BARN, 11.3 METERS
 CK2937'(37.0 FEET) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD.
 CK2937'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 CK2937'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2937
 CK2937                          STATION RECOVERY (2005)
 CK2937
 CK2937'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2937'STATION IS LOCATED 4.5 MI (7.24 KM) WEST SOUTHWEST OF GREEN POND, 13.8
 CK2937'MI (22.21 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2937'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2937'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2937'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.17 KM)
 CK2937'SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 2.65 MI
 CK2937'(4.26 KM) TO THE JUNCTION OF STATE ROAD 119 (WHITE HALL ROAD), TURN
 CK2937'RIGHT ON ROAD 119 FOR 3.4 MI (5.47 KM) TO THE STATION ON THE LEFT IN
 CK2937'THE WEST ANGLE OF A SAND DRIVEWAY LEFT LEADING TO COCKFIELD PLANTATION
 CK2937'NUMBER 4816. STATION IS A CONCRETE POST PROJECTING 0.5 FT (0.2 M) AND
 CK2937'LEVEL WITH THE ROAD, 37.6 FT (11.5 M) SOUTHWEST OF THE CENTER OF THE
 CK2937'ROAD, 166.0 FT (50.6 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY, 30.5
 CK2937'FT (9.3 M) NORTHEAST OF A 5.0-FOOT DOUBLE-TRUNKED LIVE OAK TREE, 2.1
 CK2937'FT (0.6 M) SOUTHEAST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2936 ***********************************************************************
 CK2936  DESIGNATION -  15 065
 CK2936  PID         -  CK2936
 CK2936  STATE/COUNTY-  SC/COLLETON
 CK2936  USGS QUAD   -  WHITE HALL (1988)
 CK2936
 CK2936                         *CURRENT SURVEY CONTROL
 CK2936  ___________________________________________________________________
 CK2936* NAD 83(1986)-  32 42 21.     (N)    080 40 05.     (W)     SCALED    
 CK2936* NAVD 88     -         1.627  (meters)       5.34   (feet)  ADJUSTED  
 CK2936  ___________________________________________________________________
 CK2936  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2936  DYNAMIC HT  -           1.625 (meters)       5.33  (feet)  COMP
 CK2936  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 CK2936
 CK2936  VERT ORDER  -  FIRST     CLASS II
 CK2936
 CK2936.The horizontal coordinates were scaled from a topographic map and have
 CK2936.an estimated accuracy of +/- 6 seconds.
 CK2936
 CK2936.The orthometric height was determined by differential leveling
 CK2936.and adjusted by the National Geodetic Survey in June 1991..
 CK2936
 CK2936.The geoid height was determined by GEOID03.
 CK2936
 CK2936.The dynamic height is computed by dividing the NAVD 88
 CK2936.geopotential number by the normal gravity value computed on the
 CK2936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2936.degrees latitude (g = 980.6199 gals.).
 CK2936
 CK2936.The modeled gravity was interpolated from observed gravity values.
 CK2936
 CK2936;                    North         East    Units  Estimated Accuracy
 CK2936;SPC SC       -    96,810.      640,720.      MT  (+/- 180 meters Scaled)
 CK2936
 CK2936                          SUPERSEDED SURVEY CONTROL
 CK2936
 CK2936  NGVD 29 (03/21/89)    1.905  (m)            6.25   (f) ADJUSTED    1 2
 CK2936
 CK2936.Superseded values are not recommended for survey control.
 CK2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2936.See file dsdata.txt to determine how the superseded data were derived.
 CK2936
 CK2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS311187(NAD 83)
 CK2936_MARKER: DD = SURVEY DISK
 CK2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2936_SP_SET: CONCRETE POST
 CK2936_STAMPING: VERT 15 065 1983
 CK2936_MARK LOGO: SCGS  
 CK2936_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2936_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2936+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2936
 CK2936  HISTORY     - Date     Condition        Report By
 CK2936  HISTORY     - 1983     MONUMENTED       SCGS
 CK2936  HISTORY     - 20050920 GOOD             SCGS
 CK2936
 CK2936                          STATION DESCRIPTION
 CK2936
 CK2936'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2936'5.8 KM (3.6 MI) SW FROM GREEN POND.
 CK2936'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2936'POST OFFICE IN GREEN POND, THENCE 4.2 KILOMETERS (2.6 MILES) SOUTHWEST
 CK2936'ALONG U.S. HIGHWAY 17, THENCE 4.0 KILOMETERS (2.5 MILES) NORTHWEST
 CK2936'ALONG COUNTY ROAD S-15-119, SET NEAR A DOUBLE TRUNK 48-INCH OAK TREE
 CK2936'AND A 16-INCH BLAZED PINE TREE, 36.4 METERS (119.5 FEET)
 CK2936'WEST-NORTHWEST OF A POWER POLE NUMBER 217813, 20.9 METERS (68.7 FEET)
 CK2936'NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 6.6 METERS (21.8 FEET)
 CK2936'EAST-NORTHEAST OF THE PINE TREE, 4.0 METERS (13.2 FEET)
 CK2936'SOUTH-SOUTHWEST OF THE OAK TREE.
 CK2936'THE MARK IS 0.50 METERS  S FROM A WITNESS POST.
 CK2936'THE MARK IS 1.00 M BELOW COUNTY ROAD.
 CK2936
 CK2936                          STATION RECOVERY (2005)
 CK2936
 CK2936'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2936'STATION IS LOCATED 3.6 MILES WEST SOUTHWEST OF GREEN POND, 14.3 MI
 CK2936'(23.01 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2936'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2936'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2936'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.17 KM)
 CK2936'SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 2.65 MI
 CK2936'(4.26 KM) TO THE JUNCTION OF STATE ROAD 119 (WHITE HALL ROAD), TURN
 CK2936'RIGHT ON ROAD 119 FOR 2.45 MI (3.94 KM) TO THE STATION ON THE RIGHT
 CK2936'NEAR A LARGE LIVE OAK TREE IN THE NORTHWEST ANGLE OF A GRASSY FOREST
 CK2936'ACCESS ROAD RIGHT. STATION IS A CONCRETE POST PROJECTING 0.1 FT (0.0
 CK2936'M) AND 2.5 FT (0.8 M) BELOW THE ROAD, 62.9 FT (19.2 M) NORTH OF THE
 CK2936'CENTER OF THE ROAD, 25.7 FT (7.8 M) WEST OF THE CENTER OF THE ACCESS
 CK2936'ROAD, 12.6 FT (3.8 M) SOUTH OF THE 3.5-FOOT LIVE OAK TREE, 1.6 FT (0.5
 CK2936'M) SOUTH OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2935 ***********************************************************************
 CK2935  DESIGNATION -  15 066
 CK2935  PID         -  CK2935
 CK2935  STATE/COUNTY-  SC/COLLETON
 CK2935  USGS QUAD   -  WHITE HALL (1988)
 CK2935
 CK2935                         *CURRENT SURVEY CONTROL
 CK2935  ___________________________________________________________________
 CK2935* NAD 83(1986)-  32 41 54.     (N)    080 39 27.     (W)     SCALED    
 CK2935* NAVD 88     -         3.250  (meters)      10.66   (feet)  ADJUSTED  
 CK2935  ___________________________________________________________________
 CK2935  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2935  DYNAMIC HT  -           3.247 (meters)      10.65  (feet)  COMP
 CK2935  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 CK2935
 CK2935  VERT ORDER  -  FIRST     CLASS II
 CK2935
 CK2935.The horizontal coordinates were scaled from a topographic map and have
 CK2935.an estimated accuracy of +/- 6 seconds.
 CK2935
 CK2935.The orthometric height was determined by differential leveling
 CK2935.and adjusted by the National Geodetic Survey in June 1991..
 CK2935
 CK2935.The geoid height was determined by GEOID03.
 CK2935
 CK2935.The dynamic height is computed by dividing the NAVD 88
 CK2935.geopotential number by the normal gravity value computed on the
 CK2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2935.degrees latitude (g = 980.6199 gals.).
 CK2935
 CK2935.The modeled gravity was interpolated from observed gravity values.
 CK2935
 CK2935;                    North         East    Units  Estimated Accuracy
 CK2935;SPC SC       -    95,980.      641,710.      MT  (+/- 180 meters Scaled)
 CK2935
 CK2935                          SUPERSEDED SURVEY CONTROL
 CK2935
 CK2935  NGVD 29 (03/21/89)    3.529  (m)           11.58   (f) ADJUSTED    1 2
 CK2935
 CK2935.Superseded values are not recommended for survey control.
 CK2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2935.See file dsdata.txt to determine how the superseded data were derived.
 CK2935
 CK2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS321178(NAD 83)
 CK2935_MARKER: DD = SURVEY DISK
 CK2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2935_SP_SET: CONCRETE POST
 CK2935_STAMPING: VERT 15 066 1983
 CK2935_MARK LOGO: SCGS  
 CK2935_PROJECTION: RECESSED 8 CENTIMETERS
 CK2935_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2935+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2935
 CK2935  HISTORY     - Date     Condition        Report By
 CK2935  HISTORY     - 1983     MONUMENTED       SCGS
 CK2935  HISTORY     - 20050920 GOOD             SCGS
 CK2935
 CK2935                          STATION DESCRIPTION
 CK2935
 CK2935'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2935'5.5 KM (3.4 MI) SW FROM GREEN POND.
 CK2935'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2935'POST OFFICE IN GREEN POND, THENCE 4.2 KILOMETERS (2.6 MILES) SOUTHWEST
 CK2935'ALONG U.S. HIGHWAY 17, THENCE 2.7 KILOMETERS (1.7 MILES) NORTHWEST
 CK2935'ALONG COUNTY ROAD S-15-119, SET IN THE BEND OF A WOODEN FENCE AT THE
 CK2935'SOUTH ENTRANCE DRIVE TO THE GROVE PLANTATION, 9.8 METERS (32.2 FEET)
 CK2935'NORTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 10.7 METERS (35.0
 CK2935'FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE DRIVE,
 CK2935'2.4 METERS (8.0 FEET) EAST-SOUTHEAST OF A 10-INCH SWEET GUM TREE,
 CK2935'9.1 METERS (30.0 FEET) WEST-SOUTHWEST OF A 24 LIVE OAK TREE.
 CK2935'THE MARK IS 0.90 M BELOW COUNTY ROAD.
 CK2935
 CK2935                          STATION RECOVERY (2005)
 CK2935
 CK2935'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2935'STATION IS LOCATED 3.5 MI (5.63 KM) SOUTHWEST OF GREEN POND, 14.3 MI
 CK2935'(23.01 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2935'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2935'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2935'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.17 KM)
 CK2935'SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 2.65 MI
 CK2935'(4.26 KM) TO THE JUNCTION OF STATE ROAD 119 (WHITE HALL ROAD), TURN
 CK2935'RIGHT ON ROAD 119 FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT
 CK2935'NEAR A WOODEN FENCE IN THE EAST ANGLE OF A GRASSY ENTRANCE ROAD RIGHT
 CK2935'TO GROVE PLANTATION. STATION IS A CONCRETE POST RECESSED 0.3 FT (0.1
 CK2935'M) AND 1.0 FT (0.3 M) BELOW THE ROAD, 32.0 FT (9.8 M) NORTHEAST OF THE
 CK2935'CENTER OF THE ROAD, 32.0 FT (9.8 M) SOUTHEAST OF THE CENTER OF THE
 CK2935'ENTRANCE ROAD, 8.3 FT (2.5 M) SOUTHEAST OF A 1.0-FOOT DOUBLE-TRUNKED
 CK2935'SWEET GUM TREE, 3.0 FT (0.9 M) EAST OF A WOODEN FENCE CORNER POST.
 CK2935'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2934 ***********************************************************************
 CK2934  DESIGNATION -  15 067
 CK2934  PID         -  CK2934
 CK2934  STATE/COUNTY-  SC/COLLETON
 CK2934  USGS QUAD   -  WHITE HALL (1988)
 CK2934
 CK2934                         *CURRENT SURVEY CONTROL
 CK2934  ___________________________________________________________________
 CK2934* NAD 83(1986)-  32 41 19.     (N)    080 38 44.     (W)     SCALED    
 CK2934* NAVD 88     -         5.383  (meters)      17.66   (feet)  ADJUSTED  
 CK2934  ___________________________________________________________________
 CK2934  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CK2934  DYNAMIC HT  -           5.377 (meters)      17.64  (feet)  COMP
 CK2934  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 CK2934
 CK2934  VERT ORDER  -  FIRST     CLASS II
 CK2934
 CK2934.The horizontal coordinates were scaled from a topographic map and have
 CK2934.an estimated accuracy of +/- 6 seconds.
 CK2934
 CK2934.The orthometric height was determined by differential leveling
 CK2934.and adjusted by the National Geodetic Survey in June 1991..
 CK2934
 CK2934.The geoid height was determined by GEOID03.
 CK2934
 CK2934.The dynamic height is computed by dividing the NAVD 88
 CK2934.geopotential number by the normal gravity value computed on the
 CK2934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2934.degrees latitude (g = 980.6199 gals.).
 CK2934
 CK2934.The modeled gravity was interpolated from observed gravity values.
 CK2934
 CK2934;                    North         East    Units  Estimated Accuracy
 CK2934;SPC SC       -    94,910.      642,840.      MT  (+/- 180 meters Scaled)
 CK2934
 CK2934                          SUPERSEDED SURVEY CONTROL
 CK2934
 CK2934  NGVD 29 (03/21/89)    5.661  (m)           18.57   (f) ADJUSTED    1 2
 CK2934
 CK2934.Superseded values are not recommended for survey control.
 CK2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2934.See file dsdata.txt to determine how the superseded data were derived.
 CK2934
 CK2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS332168(NAD 83)
 CK2934_MARKER: DD = SURVEY DISK
 CK2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2934_SP_SET: CONCRETE POST
 CK2934_STAMPING: VERT 15 067 1983
 CK2934_MARK LOGO: SCGS  
 CK2934_PROJECTION: PROJECTING 8 CENTIMETERS
 CK2934_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2934+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2934
 CK2934  HISTORY     - Date     Condition        Report By
 CK2934  HISTORY     - 1983     MONUMENTED       SCGS
 CK2934  HISTORY     - 20050920 GOOD             SCGS
 CK2934
 CK2934                          STATION DESCRIPTION
 CK2934
 CK2934'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2934'5.6 KM (3.5 MI) SW FROM GREEN POND.
 CK2934'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2934'POST OFFICE IN GREEN POND, THENCE 4.2 KILOMETERS (2.6 MILES) SOUTHWEST
 CK2934'ALONG U.S. HIGHWAY 17, THENCE 1.3 KILOMETERS (0.8 MILE) NORTHWEST
 CK2934'ALONG COUNTY ROAD S-15-119, SET NEAR A BLAZED 24-INCH LIVE OAK TREE IN
 CK2934'THE SOUTHEAST ANGLE OF THE INTERSECTION OF A GRASSY ROAD, 9.3 METERS
 CK2934'(30.8 FEET) SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 7.9 METERS
 CK2934'(26.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRASSY ROAD,
 CK2934'2.4 METERS (8.0 FEET) WEST-NORTHWEST OF THE OAK TREE.
 CK2934'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 CK2934'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2934
 CK2934                          STATION RECOVERY (2005)
 CK2934
 CK2934'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2934'STATION IS LOCATED 3.5 MI (5.63 KM) SOUTH-SOUTHWEST OF GREEN POND,
 CK2934'14.9 MI (23.98 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2934'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2934'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2934'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.17 KM)
 CK2934'SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 2.65 MI
 CK2934'(4.26 KM) TO THE JUNCTION OF STATE ROAD 119 (WHITE HALL ROAD), TURN
 CK2934'RIGHT ON ROAD 119 FOR 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT IN
 CK2934'THE SOUTH ANGLE OF A GRASSY GATED FOREST ACCESS ROAD LEFT. STATION IS
 CK2934'A CONCRETE POST PROJECTING 0.1 FOOT AND LEVEL WITH THE ROAD, 31.4 FT
 CK2934'(9.6 M) SOUTHWEST OF THE CENTER OF THE ROAD, 25.0 FT (7.6 M) SOUTHEAST
 CK2934'OF THE CENTER OF THE GRASSY ROAD, 67.8 FT (20.7 M) EAST NORTHEAST OF
 CK2934'THE NORTHWEST METAL GATE POST, 2.0 FT (0.6 M) NORTHEAST OF A WITNESS
 CK2934'POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2933 ***********************************************************************
 CK2933  DESIGNATION -  15 068
 CK2933  PID         -  CK2933
 CK2933  STATE/COUNTY-  SC/COLLETON
 CK2933  USGS QUAD   -  WHITE HALL (1988)
 CK2933
 CK2933                         *CURRENT SURVEY CONTROL
 CK2933  ___________________________________________________________________
 CK2933* NAD 83(1986)-  32 40 55.     (N)    080 38 12.     (W)     SCALED    
 CK2933* NAVD 88     -         4.833  (meters)      15.86   (feet)  ADJUSTED  
 CK2933  ___________________________________________________________________
 CK2933  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2933  DYNAMIC HT  -           4.828 (meters)      15.84  (feet)  COMP
 CK2933  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 CK2933
 CK2933  VERT ORDER  -  FIRST     CLASS II
 CK2933
 CK2933.The horizontal coordinates were scaled from a topographic map and have
 CK2933.an estimated accuracy of +/- 6 seconds.
 CK2933
 CK2933.The orthometric height was determined by differential leveling
 CK2933.and adjusted by the National Geodetic Survey in June 1991..
 CK2933
 CK2933.The geoid height was determined by GEOID03.
 CK2933
 CK2933.The dynamic height is computed by dividing the NAVD 88
 CK2933.geopotential number by the normal gravity value computed on the
 CK2933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2933.degrees latitude (g = 980.6199 gals.).
 CK2933
 CK2933.The modeled gravity was interpolated from observed gravity values.
 CK2933
 CK2933;                    North         East    Units  Estimated Accuracy
 CK2933;SPC SC       -    94,170.      643,670.      MT  (+/- 180 meters Scaled)
 CK2933
 CK2933                          SUPERSEDED SURVEY CONTROL
 CK2933
 CK2933  NGVD 29 (03/21/89)    5.112  (m)           16.77   (f) ADJUSTED    1 2
 CK2933
 CK2933.Superseded values are not recommended for survey control.
 CK2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2933.See file dsdata.txt to determine how the superseded data were derived.
 CK2933
 CK2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS340160(NAD 83)
 CK2933_MARKER: DB = BENCH MARK DISK
 CK2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2933_SP_SET: CONCRETE POST
 CK2933_STAMPING: VERT 15 068 1983
 CK2933_MARK LOGO: SCGS  
 CK2933_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2933
 CK2933  HISTORY     - Date     Condition        Report By
 CK2933  HISTORY     - 1983     MONUMENTED       SCGS
 CK2933  HISTORY     - 20050706 MARK NOT FOUND   SCGS
 CK2933
 CK2933                          STATION DESCRIPTION
 CK2933
 CK2933'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2933'5.8 KM (3.6 MI) SW FROM GREEN POND.
 CK2933'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2933'POST OFFICE IN GREEN POND, THENCE 4.2 KILOMETERS (2.6 MILES) SOUTHWEST
 CK2933'ALONG U.S. HIGHWAY 17, SET NEAR A TELEPHONE JUNCTON BOX IN THE
 CK2933'SOUTHWEST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-15-119,
 CK2933'29.0 METERS (95.5 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE
 CK2933'HIGHWAY, 11.3 METERS (37.4 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CK2933'THE COUNTY ROAD, 2.3 METERS (7.7 FEET) SOUTH OF THE TELEPHONE JUNCTION
 CK2933'BOX NUMBER B58LP12, 2.8 METERS (9.4 FEET) NORTH OF A 48-INCH OAK TREE.
 CK2933'THE MARK IS 0.60 METERS  SE FROM A WITNESS POST.
 CK2933'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2933
 CK2933                          STATION RECOVERY (2005)
 CK2933
 CK2933'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2933'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, AREA HAS BEEN
 CK2933'EXCAVATED FOR A FIRE BREAK, NO REFERENCE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2985 ***********************************************************************
 CK2985  DESIGNATION -  15 069
 CK2985  PID         -  CK2985
 CK2985  STATE/COUNTY-  SC/COLLETON
 CK2985  USGS QUAD   -  WHITE HALL (1988)
 CK2985
 CK2985                         *CURRENT SURVEY CONTROL
 CK2985  ___________________________________________________________________
 CK2985* NAD 83(1986)-  32 40 23.     (N)    080 38 40.     (W)     SCALED    
 CK2985* NAVD 88     -         5.471  (meters)      17.95   (feet)  ADJUSTED  
 CK2985  ___________________________________________________________________
 CK2985  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CK2985  DYNAMIC HT  -           5.465 (meters)      17.93  (feet)  COMP
 CK2985  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CK2985
 CK2985  VERT ORDER  -  FIRST     CLASS II
 CK2985
 CK2985.The horizontal coordinates were scaled from a topographic map and have
 CK2985.an estimated accuracy of +/- 6 seconds.
 CK2985
 CK2985.The orthometric height was determined by differential leveling
 CK2985.and adjusted by the National Geodetic Survey in June 1991..
 CK2985
 CK2985.The geoid height was determined by GEOID03.
 CK2985
 CK2985.The dynamic height is computed by dividing the NAVD 88
 CK2985.geopotential number by the normal gravity value computed on the
 CK2985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2985.degrees latitude (g = 980.6199 gals.).
 CK2985
 CK2985.The modeled gravity was interpolated from observed gravity values.
 CK2985
 CK2985;                    North         East    Units  Estimated Accuracy
 CK2985;SPC SC       -    93,190.      642,950.      MT  (+/- 180 meters Scaled)
 CK2985
 CK2985                          SUPERSEDED SURVEY CONTROL
 CK2985
 CK2985  NGVD 29 (03/21/89)    5.750  (m)           18.86   (f) ADJUSTED    1 2
 CK2985
 CK2985.Superseded values are not recommended for survey control.
 CK2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2985.See file dsdata.txt to determine how the superseded data were derived.
 CK2985
 CK2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS333150(NAD 83)
 CK2985_MARKER: DD = SURVEY DISK
 CK2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2985_SP_SET: CONCRETE POST
 CK2985_STAMPING: VERT 15 069 1983
 CK2985_MARK LOGO: SCGS  
 CK2985_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2985+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 CK2985
 CK2985  HISTORY     - Date     Condition        Report By
 CK2985  HISTORY     - 1983     MONUMENTED       SCGS
 CK2985  HISTORY     - 20050705 GOOD             SCGS
 CK2985
 CK2985                          STATION DESCRIPTION
 CK2985
 CK2985'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2985'7.1 KM (4.4 MI) SW FROM GREEN POND.
 CK2985'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2985'POST OFFICE IN GREEN POND, THENCE 5.5 KILOMETERS (3.4 MILES) SOUTHWEST
 CK2985'ALONG U.S. HIGHWAY 17, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 CK2985'OF A GRASSY ROAD THAT LEADS INTO THE WOODS, 12.3 METERS (40.6 FEET)
 CK2985'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.6 METERS (15.0 FEET)
 CK2985'SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRASSY ROAD, 4.0 METERS
 CK2985'(13.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF A FIRE DITCH.
 CK2985'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 CK2985'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2985
 CK2985                          STATION RECOVERY (2005)
 CK2985
 CK2985'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2985'STATION IS LOCATED 4.4 MI (7.08 KM) SOUTH SOUTHWEST OF GREEN POND,
 CK2985'16.0 MI (25.75 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2985'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2985'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2985'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.17 KM)
 CK2985'SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 3.4 MI
 CK2985'(5.47 KM) TO THE STATION ON THE LEFT IN THE SOUTH ANGLE OF A WOODS
 CK2985'ACCESS ROAD. STATION IS A CONCRETE POST PROJECTING 0.2 FT (0.1 M) AND
 CK2985'LEVEL WITH THE HIGHWAY, 10.5 FT (3.2 M) SOUTHWEST OF THE CENTER OF THE
 CK2985'ROAD, 11.3 FT (3.4 M) SOUTHEAST OF FIBER OPTIC CABLE WARNING POST,
 CK2985'14.5 FT (4.4 M) NORTHWEST OF THE CENTER OF A FIREBREAK, 40.0 FEET
 CK2985'SOUTHEAST OF THE NORTH BOUND LANES OF THE HIGHWAY, 1.3 FT (0.4 M)
 CK2985'NORTH NORTHEAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2986 ***********************************************************************
 CK2986  DESIGNATION -  15 070
 CK2986  PID         -  CK2986
 CK2986  STATE/COUNTY-  SC/COLLETON
 CK2986  USGS QUAD   -  WHITE HALL (1988)
 CK2986
 CK2986                         *CURRENT SURVEY CONTROL
 CK2986  ___________________________________________________________________
 CK2986* NAD 83(2001)-  32 39 31.30997(N)    080 39 56.73421(W)     ADJUSTED  
 CK2986* NAVD 88     -         1.214  (meters)       3.98   (feet)  ADJUSTED  
 CK2986  ___________________________________________________________________
 CK2986  X           -     871,785.367 (meters)                     COMP
 CK2986  Y           -  -5,303,799.347 (meters)                     COMP
 CK2986  Z           -   3,422,136.452 (meters)                     COMP
 CK2986  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CK2986  ELLIP HEIGHT-         -30.55  (meters)          (12/20/99) GPS OBS
 CK2986  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2986  DYNAMIC HT  -           1.213 (meters)       3.98  (feet)  COMP
 CK2986  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CK2986
 CK2986  HORZ ORDER  -  FIRST
 CK2986  VERT ORDER  -  FIRST     CLASS II
 CK2986  ELLP ORDER  -  FOURTH    CLASS I
 CK2986
 CK2986.The horizontal coordinates were established by GPS observations
 CK2986.and adjusted by the National Geodetic Survey in March 2004..
 CK2986
 CK2986.The orthometric height was determined by differential leveling
 CK2986.and adjusted by the National Geodetic Survey in June 1991..
 CK2986
 CK2986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2986
 CK2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2986
 CK2986.The ellipsoidal height was determined by GPS observations
 CK2986.and is referenced to NAD 83.
 CK2986
 CK2986.The geoid height was determined by GEOID03.
 CK2986
 CK2986.The dynamic height is computed by dividing the NAVD 88
 CK2986.geopotential number by the normal gravity value computed on the
 CK2986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2986.degrees latitude (g = 980.6199 gals.).
 CK2986
 CK2986.The modeled gravity was interpolated from observed gravity values.
 CK2986
 CK2986;                    North         East     Units Scale Factor Converg.
 CK2986;SPC SC       -    91,586.082   640,953.868   MT  0.99994788   +0 11 07.1
 CK2986;SPC SC       -   300,479.27  2,102,867.02   iFT  0.99994788   +0 11 07.1
 CK2986;UTM  17      - 3,613,500.453   531,343.090   MT  0.99961211   +0 10 49.3
 CK2986
 CK2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2986!SPC SC       -   1.00000480  x   0.99994788  =   0.99995268
 CK2986!UTM  17      -   1.00000480  x   0.99961211  =   0.99961690
 CK2986
 CK2986                          SUPERSEDED SURVEY CONTROL
 CK2986
 CK2986  NAD 83(1995)-  32 39 31.31025(N)    080 39 56.73608(W) AD(       ) 1
 CK2986  NAD 83(1986)-  32 39 31.31987(N)    080 39 56.73821(W) AD(       ) 1
 CK2986  NAD 27      -  32 39 30.66412(N)    080 39 57.35430(W) AD(       ) 1
 CK2986  NGVD 29 (03/21/89)    1.493  (m)            4.90   (f) ADJUSTED    1 2
 CK2986
 CK2986.Superseded values are not recommended for survey control.
 CK2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2986.See file dsdata.txt to determine how the superseded data were derived.
 CK2986
 CK2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS3134313500(NAD 83)
 CK2986_MARKER: DB = BENCH MARK DISK
 CK2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2986_SP_SET: CONCRETE POST
 CK2986_STAMPING: VERT 15 070 1983
 CK2986_MARK LOGO: SCGS  
 CK2986_PROJECTION: RECESSED 17 CENTIMETERS
 CK2986_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK2986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2986+STABILITY: SURFACE MOTION
 CK2986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2986+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1987
 CK2986
 CK2986  HISTORY     - Date     Condition        Report By
 CK2986  HISTORY     - 1983     MONUMENTED       SCGS
 CK2986  HISTORY     - 1985     GOOD             SCGS
 CK2986  HISTORY     - 19870226 GOOD
 CK2986  HISTORY     - 19920225 GOOD             SCGS
 CK2986  HISTORY     - 20050705 MARK NOT FOUND   SCGS
 CK2986
 CK2986                          STATION DESCRIPTION
 CK2986
 CK2986'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2986'9.3 KM (5.8 MI) SW FROM GREEN POND.
 CK2986'THE MARK IS 0.30 M BELOW HIGHWAY.
 CK2986'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2986'POST OFFICE IN GREEN POND, THENCE 8.0 KILOMETERS (5.0 MILES) SOUTHWEST
 CK2986'ALONG U.S. HIGHWAY 17, SET NEAR A DOUBLE TRUNK LONE PINE TREE, ALSO
 CK2986'MAY BE REACHED BY GOING 1.6 KILOMETERS (1.0 MILE) NORTHEAST ALONG U.S
 CK2986'HIGHWAY 17 FROM THE EAST END OF THE BRIDGE THAT CROSSES THE COMBAHEE
 CK2986'RIVER, 7.6 METERS (25.0 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CK2986'HIGHWAY, 1.5 METERS (5.0 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE EDGE
 CK2986'OF THE MARSH, 2.8 METERS (9.3 FEET) SOUTH-SOUTHWEST OF THE DOUBLE
 CK2986'TRUNK PINE TREE.
 CK2986'THE MARK IS 0.60 METERS  ENE FROM A WITNESS POST.
 CK2986
 CK2986                          STATION RECOVERY (1985)
 CK2986
 CK2986'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 (GRH)
 CK2986'STATION IS LOCATED 9.7 KM (6.0 MI) SOUTHWEST OF GREEN POND, 1.6 KM
 CK2986'(1.0 MI) NORTHEAST OF THE HIGHWAY 17 BRIDGE OVER THE COMBAHEE RIVER
 CK2986'(BEAUFORT-COLLETON COUNTY LINE), ON THE RIGHT-OF-WAY OF HIGHWAY 17,
 CK2986'ON A LONG STRAIGHTAWAY ACROSS TIDAL MARSH.  OWNERSHIP--SOUTH
 CK2986'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK2986'
 CK2986'TO REACH FROM THE EAST END OF THE US HIGHWAY 17 BRIDGE OVER THE
 CK2986'COMBAHEE RIVER, GO NORTHEAST ON THE HIGHWAY FOR 1.55 KM (1.0 MI) TO
 CK2986'A LONE TWIN-TRUNKED PINE TREE AND THE STATION ON THE LEFT.
 CK2986'
 CK2986'STATION MARK, A SOUTH CAROLINA GEODETIC SURVEY ALL-PURPOSE DISK
 CK2986'STAMPED---VERT 15 070 1983---, IS SET IN THE TOP OF A ROUND
 CK2986'CONCRETE POST 20-CM BELOW GROUND IN AN OPEN HOLE.  IT IS 7.6 METERS
 CK2986'NORTHWEST OF THE HIGHWAY CENTER, 0.7 METER NORTHEAST OF A SHORT
 CK2986'METAL WITNESS POST, AND 2.2 METERS SOUTH-SOUTHWEST OF THE
 CK2986'TWIN-TRUNKED PINE TREE.
 CK2986'
 CK2986'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK2986
 CK2986                          STATION RECOVERY (1987)
 CK2986
 CK2986'RECOVERED 1987
 CK2986'RECOVERED IN GOOD CONDITION.
 CK2986
 CK2986                          STATION RECOVERY (1992)
 CK2986
 CK2986'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK2986'STATION IS LOCATED 6.2 MILES (10.0 KM) SOUTH SOUTHWEST OF GREEN POND,
 CK2986'8.7 MILES (14.0 KM) EAST NORTHEAST OF SHELDON. OWNERSHIP--SCDHPT,
 CK2986'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2986'803-737-1350.
 CK2986'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK2986'HIGHWAY 303, 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK2986'SOUTHWEST ON HIGHWAY 17 FOR 3.85 MILES (6.20 KM) TO THE JUNCTION OF
 CK2986'STATE ROAD 162, CONTINUE ON HIGHWAY 17 FOR 1.1 MILES (1.8 KM) TO THE
 CK2986'STATION ON THE RIGHT NEAR A DOUBLE-TRUNKED PINE TREE.
 CK2986'STATION IS A CONCRETE POST RECESSED 6-INCHES AND 2.0 FEET (0.6 M)
 CK2986'BELOW THE HIGHWAY, 25.0 FEET (7.6 M) NORTH NORTHWEST OF THE CENTER OF
 CK2986'THE HIGHWAY, 7.5 FEET (2.3 M) SOUTHWEST OF THE TRUNK OF THE
 CK2986'DOUBLE-TRUNKED PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 6.0
 CK2986'FEET (1.8 M) SOUTHWEST OF A WITNESS POST.
 CK2986'RECOVERED BY C.E. GEOGHEGAN.
 CK2986
 CK2986                          STATION RECOVERY (2005)
 CK2986
 CK2986'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2986'A 15 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2895 ***********************************************************************
 CK2895  DESIGNATION -  15 071
 CK2895  PID         -  CK2895
 CK2895  STATE/COUNTY-  SC/COLLETON
 CK2895  USGS QUAD   -  WALTERBORO (1988)
 CK2895
 CK2895                         *CURRENT SURVEY CONTROL
 CK2895  ___________________________________________________________________
 CK2895* NAD 83(1986)-  32 53 36.     (N)    080 37 55.     (W)     SCALED    
 CK2895* NAVD 88     -        15.445  (meters)      50.67   (feet)  ADJUSTED  
 CK2895  ___________________________________________________________________
 CK2895  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2895  DYNAMIC HT  -          15.428 (meters)      50.62  (feet)  COMP
 CK2895  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 CK2895
 CK2895  VERT ORDER  -  FIRST     CLASS II
 CK2895
 CK2895.The horizontal coordinates were scaled from a topographic map and have
 CK2895.an estimated accuracy of +/- 6 seconds.
 CK2895
 CK2895.The orthometric height was determined by differential leveling
 CK2895.and adjusted by the National Geodetic Survey in June 1991..
 CK2895
 CK2895.The geoid height was determined by GEOID03.
 CK2895
 CK2895.The dynamic height is computed by dividing the NAVD 88
 CK2895.geopotential number by the normal gravity value computed on the
 CK2895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2895.degrees latitude (g = 980.6199 gals.).
 CK2895
 CK2895.The modeled gravity was interpolated from observed gravity values.
 CK2895
 CK2895;                    North         East    Units  Estimated Accuracy
 CK2895;SPC SC       -   117,620.      644,030.      MT  (+/- 180 meters Scaled)
 CK2895
 CK2895                          SUPERSEDED SURVEY CONTROL
 CK2895
 CK2895  NGVD 29 (03/21/89)   15.732  (m)           51.61   (f) ADJUSTED    1 2
 CK2895
 CK2895.Superseded values are not recommended for survey control.
 CK2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2895.See file dsdata.txt to determine how the superseded data were derived.
 CK2895
 CK2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS344395(NAD 83)
 CK2895_MARKER: DB = BENCH MARK DISK
 CK2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2895_SP_SET: CONCRETE POST
 CK2895_STAMPING: VERT 15 071 1983
 CK2895_MARK LOGO: SCGS  
 CK2895_PROJECTION: RECESSED 7 CENTIMETERS
 CK2895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2895
 CK2895  HISTORY     - Date     Condition        Report By
 CK2895  HISTORY     - 1983     MONUMENTED       SCGS
 CK2895  HISTORY     - 20050822 MARK NOT FOUND   SCGS
 CK2895
 CK2895                          STATION DESCRIPTION
 CK2895
 CK2895'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2895'3.0 KM (1.9 MI) SE FROM WALTERBORO.
 CK2895'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2895'IN WALTERBORO, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHEAST ALONG U.S.
 CK2895'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 2.4 KILOMETERS (1.5
 CK2895'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET NEAR A LIGHT POLE IN A
 CK2895'MEDIAN IN FRONT OF THE NEW BETHANY BAPTIST CHURCH, 39.3 METERS (129.0
 CK2895'FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.3 METERS
 CK2895'(70.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A SAND ROAD ON
 CK2895'THE EAST SIDE OF THE CHURCH, 26.2 METERS (86.2 FEET) SOUTH-SOUTHWEST
 CK2895'OF THE SOUTHWEST CORNER OF THE CHURCH OFFICE BUILDING (PASTORS STUDY),
 CK2895'5.8 METERS (19.0 FEET) EAST-SOUTHEAST OF A FLAG POLE, 0.8 METER (2.5
 CK2895'FEET) SOUTH OF THE LIGHT POLE NUMBER 119818.
 CK2895'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2895
 CK2895                          STATION RECOVERY (2005)
 CK2895
 CK2895'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2895'COORDINATES, MEASUREMENTS AND DESCRIPTION LED TO AN AREA NOW UNDER A
 CK2895'NEW ASPHALT PARKING LOT, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2896 ***********************************************************************
 CK2896  DESIGNATION -  15 072
 CK2896  PID         -  CK2896
 CK2896  STATE/COUNTY-  SC/COLLETON
 CK2896  USGS QUAD   -  ROUND O (1988)
 CK2896
 CK2896                         *CURRENT SURVEY CONTROL
 CK2896  ___________________________________________________________________
 CK2896* NAD 83(1986)-  32 53 03.     (N)    080 37 12.     (W)     SCALED    
 CK2896* NAVD 88     -        15.263  (meters)      50.08   (feet)  ADJUSTED  
 CK2896  ___________________________________________________________________
 CK2896  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2896  DYNAMIC HT  -          15.246 (meters)      50.02  (feet)  COMP
 CK2896  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 CK2896
 CK2896  VERT ORDER  -  FIRST     CLASS II
 CK2896
 CK2896.The horizontal coordinates were scaled from a topographic map and have
 CK2896.an estimated accuracy of +/- 6 seconds.
 CK2896
 CK2896.The orthometric height was determined by differential leveling
 CK2896.and adjusted by the National Geodetic Survey in June 1991..
 CK2896
 CK2896.The geoid height was determined by GEOID03.
 CK2896
 CK2896.The dynamic height is computed by dividing the NAVD 88
 CK2896.geopotential number by the normal gravity value computed on the
 CK2896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2896.degrees latitude (g = 980.6199 gals.).
 CK2896
 CK2896.The modeled gravity was interpolated from observed gravity values.
 CK2896
 CK2896;                    North         East    Units  Estimated Accuracy
 CK2896;SPC SC       -   116,600.      645,150.      MT  (+/- 180 meters Scaled)
 CK2896
 CK2896                          SUPERSEDED SURVEY CONTROL
 CK2896
 CK2896  NGVD 29 (03/21/89)   15.550  (m)           51.02   (f) ADJUSTED    1 2
 CK2896
 CK2896.Superseded values are not recommended for survey control.
 CK2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2896.See file dsdata.txt to determine how the superseded data were derived.
 CK2896
 CK2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS355385(NAD 83)
 CK2896_MARKER: DD = SURVEY DISK
 CK2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2896_SP_SET: CONCRETE POST
 CK2896_STAMPING: VERT 15 072 1983
 CK2896_MARK LOGO: SCGS  
 CK2896_PROJECTION: RECESSED 8 CENTIMETERS
 CK2896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2896+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 CK2896
 CK2896  HISTORY     - Date     Condition        Report By
 CK2896  HISTORY     - 1983     MONUMENTED       SCGS
 CK2896  HISTORY     - 20050822 GOOD             SCGS
 CK2896
 CK2896                          STATION DESCRIPTION
 CK2896
 CK2896'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2896'4.5 KM (2.8 MI) SE FROM WALTERBORO.
 CK2896'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2896'IN WALTERBORO, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHEAST ALONG U.S.
 CK2896'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 3.9 KILOMETERS (2.4
 CK2896'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET BY A POWER POLE IN THE
 CK2896'FRONT YARD OF A SMALL CINDER BLOCK HOUSE AT THE INTERSECTION OF COUNTY
 CK2896'ROAD S-15-295, 13.3 METERS (43.5 FEET) EAST-NORTHEAST OF THE CENTER
 CK2896'LINE OF THE HIGHWAY, 20.1 METERS (66.0 FEET) WEST OF THE NORTHWEST
 CK2896'CORNER OF THE HOUSE, 6.7 METERS (22.0 FEET) NORTH-NORTHWEST OF THE
 CK2896'APPROXIMATE CENTER OF THE DRIVEWAY TO THE HOUSE, 1.4 METERS (4.7 FEET)
 CK2896'NORTH OF THE POWER POLE, 4.0 METERS (13.0 FEET) SOUTH-SOUTHEAST OF THE
 CK2896'APPROXIMATE EDGE OF THE TIMBER LINE.
 CK2896'THE MARK IS 0.30 M BELOW HIGHWAY.
 CK2896
 CK2896                          STATION RECOVERY (2005)
 CK2896
 CK2896'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2896'STATION IS LOCATED IN WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2896'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2896'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 WEST
 CK2896'(ROBERTSON BOULEVARD), 64 EAST (HAMPTON STREET) AND 64 BUSINESS
 CK2896'(HAMPTON STREET) IN WALTERBORO, GO EAST SOUTHEAST ON HIGHWAY 64 EAST
 CK2896'FOR 1.8 MI (2.9 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN
 CK2896'THE WEST CORNER OF THE YARD OF A CINDER BLOCK HOUSE AT THE EXTENDED
 CK2896'CENTER OF STATE ROAD 295 (BRITTLEBANK ROAD) RIGHT. STATION IS A
 CK2896'CONCRETE POST RECESSED 0.3 FT (0.1 M) AND 0.5 FT (0.2 M) BELOW THE
 CK2896'HIGHWAY, 43.9 FT (13.4 M) EAST NORTHEAST OF THE CENTER OF THE HIGHWAY,
 CK2896'5.2 FT (1.6 M) NORTH OF A POWER POLE WITH A SCGS REFERENCE WASHER
 CK2896'ATTACHED, 66.2 FT (20.2 M) WEST OF THE NORTHWEST CORNER OF THE HOUSE,
 CK2896'15.2 FT (4.6 M) SOUTH SOUTHEAST OF A 2.0-FOOT PINE TREE WITH A SCGS
 CK2896'REFERENCE WASHER ATTACHED, 5.4 FT (1.6 M) NORTH OF A WITNESS POST.
 CK2896'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2897 ***********************************************************************
 CK2897  DESIGNATION -  15 073
 CK2897  PID         -  CK2897
 CK2897  STATE/COUNTY-  SC/COLLETON
 CK2897  USGS QUAD   -  NEYLES (1988)
 CK2897
 CK2897                         *CURRENT SURVEY CONTROL
 CK2897  ___________________________________________________________________
 CK2897* NAD 83(1986)-  32 52 22.     (N)    080 36 53.     (W)     SCALED    
 CK2897* NAVD 88     -        13.629  (meters)      44.71   (feet)  ADJUSTED  
 CK2897  ___________________________________________________________________
 CK2897  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2897  DYNAMIC HT  -          13.614 (meters)      44.67  (feet)  COMP
 CK2897  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 CK2897
 CK2897  VERT ORDER  -  FIRST     CLASS II
 CK2897
 CK2897.The horizontal coordinates were scaled from a topographic map and have
 CK2897.an estimated accuracy of +/- 6 seconds.
 CK2897
 CK2897.The orthometric height was determined by differential leveling
 CK2897.and adjusted by the National Geodetic Survey in June 1991..
 CK2897
 CK2897.The geoid height was determined by GEOID03.
 CK2897
 CK2897.The dynamic height is computed by dividing the NAVD 88
 CK2897.geopotential number by the normal gravity value computed on the
 CK2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2897.degrees latitude (g = 980.6199 gals.).
 CK2897
 CK2897.The modeled gravity was interpolated from observed gravity values.
 CK2897
 CK2897;                    North         East    Units  Estimated Accuracy
 CK2897;SPC SC       -   115,340.      645,650.      MT  (+/- 180 meters Scaled)
 CK2897
 CK2897                          SUPERSEDED SURVEY CONTROL
 CK2897
 CK2897  NGVD 29 (03/21/89)   13.916  (m)           45.66   (f) ADJUSTED    1 2
 CK2897
 CK2897.Superseded values are not recommended for survey control.
 CK2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2897.See file dsdata.txt to determine how the superseded data were derived.
 CK2897
 CK2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS360372(NAD 83)
 CK2897_MARKER: DD = SURVEY DISK
 CK2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2897_SP_SET: CONCRETE POST
 CK2897_STAMPING: VERT 15 073 1983
 CK2897_MARK LOGO: SCGS  
 CK2897_PROJECTION: RECESSED 8 CENTIMETERS
 CK2897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2897+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 CK2897
 CK2897  HISTORY     - Date     Condition        Report By
 CK2897  HISTORY     - 1983     MONUMENTED       SCGS
 CK2897  HISTORY     - 20050822 GOOD             SCGS
 CK2897
 CK2897                          STATION DESCRIPTION
 CK2897
 CK2897'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2897'6.0 KM (3.75 MI) SE FROM WALTERBORO.
 CK2897'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2897'IN WALTERBORO, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHEAST ALONG U.S.
 CK2897'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 5.4 KILOMETERS (3.35
 CK2897'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET NEAR THE SECOND BRICK
 CK2897'PILLAR ON THE SOUTH SIDE OF A PRIVATE SAND ROAD, 25.9 METERS (85.0
 CK2897'FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.6 METERS
 CK2897'(51.8 FEET) NORTH-NORTHEAST OF A BRICK PILLAR WHERE A CHAIN LINK FENCE
 CK2897'MEETS, 6.7 METERS (22.4 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 CK2897'CENTER OF THE SAND ROAD, 1.2 METERS (4.2 FEET) WEST OF THE SECOND
 CK2897'BRICK PILLAR ON THE SOUTH SIDE OF THE SAND ROAD.
 CK2897'THE MARK IS 0.30 M BELOW HIGHWAY.
 CK2897
 CK2897                          STATION RECOVERY (2005)
 CK2897
 CK2897'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2897'STATION IS LOCATED 3.7 MI (5.95 KM) SOUTHEAST OF WALTERBORO.
 CK2897'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2897'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2897'OF STATE HIGHWAYS 64 WEST (ROBERTSON BOULEVARD), 64 EAST (HAMPTON
 CK2897'STREET) AND 64 BUSINESS (HAMPTON STREET) IN WALTERBORO, GO EAST
 CK2897'SOUTHEAST ON HIGHWAY 64 EAST FOR 2.75 MI (4.43 KM) TO THE STATION ON
 CK2897'THE LEFT NEAR THE SECOND BRICK ENTRANCE PILLAR AT THE SOUTH SIDE OF A
 CK2897'PRIVATE SAND ROAD LEFT LEADING TO A PRIVATE HOME NUMBER 3985
 CK2897'(LIFELAND). STATION IS A CONCRETE POST RECESSED 0.3 FT (0.1 M) AND
 CK2897'LEVEL WITH THE HIGHWAY, 84.9 FT (25.9 M) NORTHEAST OF THE CENTER OF
 CK2897'THE HIGHWAY, 21.8 FT (6.6 M) SOUTHEAST OF THE CENTER OF THE SAND ROAD,
 CK2897'4.3 FT (1.3 M) SOUTHWEST OF THE WEST CORNER OF THE BRICK PILLAR, 4.3
 CK2897'FT (1.3 M) WEST OF THE SOUTH CORNER OF THE BRICK PILLAR. RECOVERED BY
 CK2897'T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2899 ***********************************************************************
 CK2899  DESIGNATION -  15 074
 CK2899  PID         -  CK2899
 CK2899  STATE/COUNTY-  SC/COLLETON
 CK2899  USGS QUAD   -  NEYLES (1988)
 CK2899
 CK2899                         *CURRENT SURVEY CONTROL
 CK2899  ___________________________________________________________________
 CK2899* NAD 83(1986)-  32 51 35.     (N)    080 36 13.     (W)     SCALED    
 CK2899* NAVD 88     -        13.685  (meters)      44.90   (feet)  ADJUSTED  
 CK2899  ___________________________________________________________________
 CK2899  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2899  DYNAMIC HT  -          13.671 (meters)      44.85  (feet)  COMP
 CK2899  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 CK2899
 CK2899  VERT ORDER  -  FIRST     CLASS II
 CK2899
 CK2899.The horizontal coordinates were scaled from a topographic map and have
 CK2899.an estimated accuracy of +/- 6 seconds.
 CK2899
 CK2899.The orthometric height was determined by differential leveling
 CK2899.and adjusted by the National Geodetic Survey in June 1991..
 CK2899
 CK2899.The geoid height was determined by GEOID03.
 CK2899
 CK2899.The dynamic height is computed by dividing the NAVD 88
 CK2899.geopotential number by the normal gravity value computed on the
 CK2899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2899.degrees latitude (g = 980.6199 gals.).
 CK2899
 CK2899.The modeled gravity was interpolated from observed gravity values.
 CK2899
 CK2899;                    North         East    Units  Estimated Accuracy
 CK2899;SPC SC       -   113,900.      646,700.      MT  (+/- 180 meters Scaled)
 CK2899
 CK2899                          SUPERSEDED SURVEY CONTROL
 CK2899
 CK2899  NGVD 29 (03/21/89)   13.973  (m)           45.84   (f) ADJUSTED    1 2
 CK2899
 CK2899.Superseded values are not recommended for survey control.
 CK2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2899.See file dsdata.txt to determine how the superseded data were derived.
 CK2899
 CK2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS370358(NAD 83)
 CK2899_MARKER: DB = BENCH MARK DISK
 CK2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2899_SP_SET: CONCRETE POST
 CK2899_STAMPING: VERT 15 074 1983
 CK2899_MARK LOGO: SCGS  
 CK2899_PROJECTION: RECESSED 7 CENTIMETERS
 CK2899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2899
 CK2899  HISTORY     - Date     Condition        Report By
 CK2899  HISTORY     - 1983     MONUMENTED       SCGS
 CK2899  HISTORY     - 20050822 MARK NOT FOUND   SCGS
 CK2899
 CK2899                          STATION DESCRIPTION
 CK2899
 CK2899'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2899'7.9 KM (4.9 MI) SE FROM WALTERBORO.
 CK2899'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2899'IN WALTERBORO, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHEAST ALONG U.S.
 CK2899'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 7.2 KILOMETERS (4.5
 CK2899'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET NEAR A WATER PUMP HOUSE
 CK2899'ON THE EAST SIDE OF A LARGE ONE-STORY HOUSE, 13.9 METERS (45.8 FEET)
 CK2899'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.0
 CK2899'FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING TO
 CK2899'THE HOUSE, 7.0 METERS (23.0 FEET) WEST-SOUTHWEST OF A CLUSTER OF FOUR
 CK2899'48-INCH OAK TREES, 1.7 METERS (5.6 FEET) WEST-NORTHWEST OF THE
 CK2899'NORTHWEST CORNER OF THE PUMP HOUSE.
 CK2899'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2899
 CK2899                          STATION RECOVERY (2005)
 CK2899
 CK2899'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2899'A 15 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, STATION COULD BE
 CK2899'INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2900 ***********************************************************************
 CK2900  DESIGNATION -  15 075
 CK2900  PID         -  CK2900
 CK2900  STATE/COUNTY-  SC/COLLETON
 CK2900  USGS QUAD   -  NEYLES (1988)
 CK2900
 CK2900                         *CURRENT SURVEY CONTROL
 CK2900  ___________________________________________________________________
 CK2900* NAD 83(1986)-  32 51 01.     (N)    080 35 42.     (W)     SCALED    
 CK2900* NAVD 88     -        11.891  (meters)      39.01   (feet)  ADJUSTED  
 CK2900  ___________________________________________________________________
 CK2900  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2900  DYNAMIC HT  -          11.879 (meters)      38.97  (feet)  COMP
 CK2900  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 CK2900
 CK2900  VERT ORDER  -  FIRST     CLASS II
 CK2900
 CK2900.The horizontal coordinates were scaled from a topographic map and have
 CK2900.an estimated accuracy of +/- 6 seconds.
 CK2900
 CK2900.The orthometric height was determined by differential leveling
 CK2900.and adjusted by the National Geodetic Survey in June 1991..
 CK2900
 CK2900.The geoid height was determined by GEOID03.
 CK2900
 CK2900.The dynamic height is computed by dividing the NAVD 88
 CK2900.geopotential number by the normal gravity value computed on the
 CK2900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2900.degrees latitude (g = 980.6199 gals.).
 CK2900
 CK2900.The modeled gravity was interpolated from observed gravity values.
 CK2900
 CK2900;                    North         East    Units  Estimated Accuracy
 CK2900;SPC SC       -   112,850.      647,510.      MT  (+/- 180 meters Scaled)
 CK2900
 CK2900                          SUPERSEDED SURVEY CONTROL
 CK2900
 CK2900  NGVD 29 (03/21/89)   12.179  (m)           39.96   (f) ADJUSTED    1 2
 CK2900
 CK2900.Superseded values are not recommended for survey control.
 CK2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2900.See file dsdata.txt to determine how the superseded data were derived.
 CK2900
 CK2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS378347(NAD 83)
 CK2900_MARKER: DD = SURVEY DISK
 CK2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2900_SP_SET: CONCRETE POST
 CK2900_STAMPING: VERT 15 075 1983
 CK2900_MARK LOGO: SCGS  
 CK2900_PROJECTION: RECESSED 8 CENTIMETERS
 CK2900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2900+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 CK2900
 CK2900  HISTORY     - Date     Condition        Report By
 CK2900  HISTORY     - 1983     MONUMENTED       SCGS
 CK2900  HISTORY     - 20050822 GOOD             SCGS
 CK2900
 CK2900                          STATION DESCRIPTION
 CK2900
 CK2900'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2900'9.2 KM (5.75 MI) SE FROM WALTERBORO.
 CK2900'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2900'IN WALTERBORO, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHEAST ALONG U.S.
 CK2900'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 8.6 KILOMETERS (5.35
 CK2900'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET NEAR A POWER POLE IN THE
 CK2900'FRONT YARD OF A LARGE ONE-STORY WOOD HOUSE, 53.1 METERS (174.2 FEET)
 CK2900'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 44.2 METERS
 CK2900'(145.0 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 CK2900'NORTHERLY MOST DRIVEWAY LEADING TO THE HOUSE, 11.9 METERS (39.0 FEET)
 CK2900'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.0 METERS (6.7 FEET)
 CK2900'NORTH-NORTHWEST OF THE POWER POLE.
 CK2900'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2900
 CK2900                          STATION RECOVERY (2005)
 CK2900
 CK2900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2900'STATION IS LOCATED 5.6 MI (9.01 KM) SOUTHEAST OF WALTERBORO, 8.3 MI
 CK2900'(13.36 KM) NORTH OF GREEN POND.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2900'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2900'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 WEST
 CK2900'(ROBERTSON BOULEVARD), 64 EAST (HAMPTON STREET) AND 64 BUSINESS
 CK2900'(HAMPTON STREET) IN WALTERBORO, GO EAST SOUTHEAST ON HIGHWAY 64 EAST
 CK2900'FOR 4.75 MI (7.64 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN
 CK2900'FRONT OF A LARGE WOODEN HOUSE NUMBER 5972, 0.6 MI (9611.99 KM)
 CK2900'NORTHWEST OF THE JUNCTION OF STATE ROAD 371 (BONNIE DOONE ROAD AND
 CK2900'SAINT PETERS ROAD). STATION IS A CONCRETE POST RECESSED 0.3 FT (0.1 M)
 CK2900'AND LEVEL WITH THE HIGHWAY, 39.4 FT (12.0 M) WEST SOUTHWEST OF THE
 CK2900'CENTER OF THE HIGHWAY, 6.8 FT (2.1 M) NORTH NORTHWEST OF THE POWER
 CK2900'POLE WITH GUY WIRE AND A TRANSFORMER, 32.0 FT (9.8 M) NORTH NORTHWEST
 CK2900'OF THE CENTER OF THE SOUTHEAST ONE OF TWO DRIVEWAYS TO THE HOUSE, 5.0
 CK2900'FT (1.5 M) NORTH NORTHWEST OF A METAL SUPPORT POST FOR A BURIED CABLE
 CK2900'CAUTION SIGN, 173.6 FT (52.9 M) EAST OF THE NORTHEAST CORNER OF THE
 CK2900'HOUSE, 6.8 FT (2.1 M) NORTH NORTHWEST OF A WITNESS POST. RECOVERED BY
 CK2900'T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2902 ***********************************************************************
 CK2902  DESIGNATION -  15 076
 CK2902  PID         -  CK2902
 CK2902  STATE/COUNTY-  SC/COLLETON
 CK2902  USGS QUAD   -  NEYLES (1988)
 CK2902
 CK2902                         *CURRENT SURVEY CONTROL
 CK2902  ___________________________________________________________________
 CK2902* NAD 83(1986)-  32 50 11.     (N)    080 35 08.     (W)     SCALED    
 CK2902* NAVD 88     -         4.989  (meters)      16.37   (feet)  ADJUSTED  
 CK2902  ___________________________________________________________________
 CK2902  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2902  DYNAMIC HT  -           4.983 (meters)      16.35  (feet)  COMP
 CK2902  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 CK2902
 CK2902  VERT ORDER  -  FIRST     CLASS II
 CK2902
 CK2902.The horizontal coordinates were scaled from a topographic map and have
 CK2902.an estimated accuracy of +/- 6 seconds.
 CK2902
 CK2902.The orthometric height was determined by differential leveling
 CK2902.and adjusted by the National Geodetic Survey in June 1991..
 CK2902
 CK2902.The geoid height was determined by GEOID03.
 CK2902
 CK2902.The dynamic height is computed by dividing the NAVD 88
 CK2902.geopotential number by the normal gravity value computed on the
 CK2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2902.degrees latitude (g = 980.6199 gals.).
 CK2902
 CK2902.The modeled gravity was interpolated from observed gravity values.
 CK2902
 CK2902;                    North         East    Units  Estimated Accuracy
 CK2902;SPC SC       -   111,320.      648,400.      MT  (+/- 180 meters Scaled)
 CK2902
 CK2902                          SUPERSEDED SURVEY CONTROL
 CK2902
 CK2902  NGVD 29 (03/21/89)    5.276  (m)           17.31   (f) ADJUSTED    1 2
 CK2902
 CK2902.Superseded values are not recommended for survey control.
 CK2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2902.See file dsdata.txt to determine how the superseded data were derived.
 CK2902
 CK2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS387332(NAD 83)
 CK2902_MARKER: DB = BENCH MARK DISK
 CK2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2902_SP_SET: CONCRETE POST
 CK2902_STAMPING: VERT 15 076 1983
 CK2902_MARK LOGO: SCGS  
 CK2902_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2902
 CK2902  HISTORY     - Date     Condition        Report By
 CK2902  HISTORY     - 1983     MONUMENTED       SCGS
 CK2902  HISTORY     - 20050822 MARK NOT FOUND   SCGS
 CK2902
 CK2902                          STATION DESCRIPTION
 CK2902
 CK2902'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2902'11.0 KM (6.85 MI) SE FROM WALTERBORO.
 CK2902'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2902'IN WALTERBORO, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHEAST ALONG U.S.
 CK2902'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 10.4 KILOMETERS (6.45
 CK2902'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET BETWEEN TWO POWER POLES
 CK2902'THAT SUPPORTS THREE MEDIUM SIZE TRANSFORMERS, 12.0 METERS (39.6 FEET)
 CK2902'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.3 METERS (14.0
 CK2902'FEET) EAST-NORTHEAST OF THE APPROXIMATE EDGE OF THE TIMBER LINE,
 CK2902'1.8 METERS (6.0 FEET) SOUTH-SOUTHEAST OF THE NORTH POWER POLE,
 CK2902'1.7 METERS (5.8 FEET) NORTH-NORTHWEST OF THE SOUTH POWER POLE.
 CK2902'THE MARK IS 0.60 METERS  ENE FROM A WITNESS POST.
 CK2902'THE MARK IS 0.60 M BELOW HIGHWAY.
 CK2902
 CK2902                          STATION RECOVERY (2005)
 CK2902
 CK2902'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2902'A 15 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, ALL MEASUREMENTS
 CK2902'HAVE BEEN ELIMINATED OR ALTERED, POSSIBLY INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2903 ***********************************************************************
 CK2903  DESIGNATION -  15 077
 CK2903  PID         -  CK2903
 CK2903  STATE/COUNTY-  SC/COLLETON
 CK2903  USGS QUAD   -  NEYLES (1988)
 CK2903
 CK2903                         *CURRENT SURVEY CONTROL
 CK2903  ___________________________________________________________________
 CK2903* NAD 83(1986)-  32 49 58.     (N)    080 34 13.     (W)     SCALED    
 CK2903* NAVD 88     -         5.698  (meters)      18.69   (feet)  ADJUSTED  
 CK2903  ___________________________________________________________________
 CK2903  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2903  DYNAMIC HT  -           5.692 (meters)      18.67  (feet)  COMP
 CK2903  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 CK2903
 CK2903  VERT ORDER  -  FIRST     CLASS II
 CK2903
 CK2903.The horizontal coordinates were scaled from a topographic map and have
 CK2903.an estimated accuracy of +/- 6 seconds.
 CK2903
 CK2903.The orthometric height was determined by differential leveling
 CK2903.and adjusted by the National Geodetic Survey in June 1991..
 CK2903
 CK2903.The geoid height was determined by GEOID03.
 CK2903
 CK2903.The dynamic height is computed by dividing the NAVD 88
 CK2903.geopotential number by the normal gravity value computed on the
 CK2903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2903.degrees latitude (g = 980.6199 gals.).
 CK2903
 CK2903.The modeled gravity was interpolated from observed gravity values.
 CK2903
 CK2903;                    North         East    Units  Estimated Accuracy
 CK2903;SPC SC       -   110,920.      649,830.      MT  (+/- 180 meters Scaled)
 CK2903
 CK2903                          SUPERSEDED SURVEY CONTROL
 CK2903
 CK2903  NGVD 29 (03/21/89)    5.986  (m)           19.64   (f) ADJUSTED    1 2
 CK2903
 CK2903.Superseded values are not recommended for survey control.
 CK2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2903.See file dsdata.txt to determine how the superseded data were derived.
 CK2903
 CK2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS402328(NAD 83)
 CK2903_MARKER: DD = SURVEY DISK
 CK2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2903_SP_SET: CONCRETE POST
 CK2903_STAMPING: VERT 15 077 1983
 CK2903_MARK LOGO: SCGS  
 CK2903_PROJECTION: FLUSH
 CK2903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2903+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 CK2903
 CK2903  HISTORY     - Date     Condition        Report By
 CK2903  HISTORY     - 1983     MONUMENTED       SCGS
 CK2903  HISTORY     - 20050824 GOOD             SCGS
 CK2903
 CK2903                          STATION DESCRIPTION
 CK2903
 CK2903'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2903'12.6 KM (7.8 MI) SE FROM WALTERBORO.
 CK2903'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2903'IN WALTERBORO, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHEAST ALONG U.S.
 CK2903'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 11.9 KILOMETERS (7.4
 CK2903'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET BY A LONE MAGNOLIA TREE
 CK2903'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A SAND ROAD LEADING TO
 CK2903'THE RAVENWOOD PLANTATION, ALSO MAYBE REACHED BY GOING 12.2 KILOMETERS
 CK2903'(7.6 MILES) NORTHWEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF U.S.
 CK2903'HIGHWAY 17 IN JACKSONBORO, 11.4 METERS (37.5 FEET) SOUTH-SOUTHWEST OF
 CK2903'THE CENTERLINE OF THE HIGHWAY, 9.1 METERS (30.0 FEET) EAST-SOUTHEAST
 CK2903'OF THE APPROXIMATE CENTER OF THE SAND ROAD, 2.9 METERS (9.6 FEET)
 CK2903'NORTH-NORTHWEST OF A LONE 60-INCH PINE TREE, 1.1 METERS (3.5 FEET)
 CK2903'SOUTH OF THE MAGNOLIA TREE.
 CK2903'THE MARK IS 0.50 METERS  WNW FROM A WITNESS POST.
 CK2903'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2903
 CK2903                          STATION RECOVERY (2005)
 CK2903
 CK2903'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2903'STATION IS LOCATED 7.4 MI (11.91 KM) NORTH-NORTHEAST OF GREEN POND,
 CK2903'7.5 MI (12.07 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK2903'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2903'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK2903'64 WEST (ROBERTSON BOULEVARD), 64 EAST (HAMPTON STREET) AND 64
 CK2903'BUSINESS (HAMPTON STREET) IN WALTERBORO, GO EAST SOUTHEAST ON HIGHWAY
 CK2903'64 EAST FOR 6.8 MI (10.94 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2903'MAGNOLIA TREE IN THE SOUTH ANGLE OF THE DRIVEWAY RIGHT LEADING TO
 CK2903'RAVENWOOD PLANTATION (HOUSE NUMBER 8058), 0.85 MI (12969.49 KM)
 CK2903'NORTHWEST OF THE JUNCTION OF STATE ROAD 199 (MAYBANK LANE RIGHT AND
 CK2903'FEATHERBED ROAD LEFT). STATION IS A CONCRETE POST FLUSH WITH THE
 CK2903'GROUND AND LEVEL WITH THE HIGHWAY, 3.5 FT (1.1 M) SOUTH OF THE
 CK2903'1.5-FOOT MULTI-TRUNKED MAGNOLIA TREE, 37.3 FT (11.4 M) SOUTHWEST OF
 CK2903'THE CENTER OF THE HIGHWAY, 29.4 FT (9.0 M) EAST SOUTHEAST OF THE
 CK2903'CENTER OF THE DRIVEWAY, 2.8 FT (0.9 M) NORTHWEST OF A LARGE DIAMETER
 CK2903'WOODEN POST WITH A WETLAND WILDLIFE PROTECTION PROJECT SIGN ATTACHED,
 CK2903'12.5 FT (3.8 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION BOX A/7BR/1,
 CK2903'9.5 FT (2.9 M) NORTHWEST OF A 2.2-FOOT PINE TREE, 1.7 FT (0.5 M)
 CK2903'NORTHWEST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2905 ***********************************************************************
 CK2905  DESIGNATION -  15 078
 CK2905  PID         -  CK2905
 CK2905  STATE/COUNTY-  SC/COLLETON
 CK2905  USGS QUAD   -  NEYLES (1988)
 CK2905
 CK2905                         *CURRENT SURVEY CONTROL
 CK2905  ___________________________________________________________________
 CK2905* NAD 83(1986)-  32 49 31.     (N)    080 33 32.     (W)     SCALED    
 CK2905* NAVD 88     -         7.193  (meters)      23.60   (feet)  ADJUSTED  
 CK2905  ___________________________________________________________________
 CK2905  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CK2905  DYNAMIC HT  -           7.185 (meters)      23.57  (feet)  COMP
 CK2905  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 CK2905
 CK2905  VERT ORDER  -  FIRST     CLASS II
 CK2905
 CK2905.The horizontal coordinates were scaled from a topographic map and have
 CK2905.an estimated accuracy of +/- 6 seconds.
 CK2905
 CK2905.The orthometric height was determined by differential leveling
 CK2905.and adjusted by the National Geodetic Survey in June 1991..
 CK2905
 CK2905.The geoid height was determined by GEOID03.
 CK2905
 CK2905.The dynamic height is computed by dividing the NAVD 88
 CK2905.geopotential number by the normal gravity value computed on the
 CK2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2905.degrees latitude (g = 980.6199 gals.).
 CK2905
 CK2905.The modeled gravity was interpolated from observed gravity values.
 CK2905
 CK2905;                    North         East    Units  Estimated Accuracy
 CK2905;SPC SC       -   110,100.      650,900.      MT  (+/- 180 meters Scaled)
 CK2905
 CK2905                          SUPERSEDED SURVEY CONTROL
 CK2905
 CK2905  NGVD 29 (03/21/89)    7.481  (m)           24.54   (f) ADJUSTED    1 2
 CK2905
 CK2905.Superseded values are not recommended for survey control.
 CK2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2905.See file dsdata.txt to determine how the superseded data were derived.
 CK2905
 CK2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS412320(NAD 83)
 CK2905_MARKER: DD = SURVEY DISK
 CK2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2905_SP_SET: CONCRETE POST
 CK2905_STAMPING: VERT 15 078 1983
 CK2905_MARK LOGO: SCGS  
 CK2905_PROJECTION: RECESSED 46 CENTIMETERS
 CK2905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2905+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 CK2905
 CK2905  HISTORY     - Date     Condition        Report By
 CK2905  HISTORY     - 1983     MONUMENTED       SCGS
 CK2905  HISTORY     - 20050824 GOOD             SCGS
 CK2905
 CK2905                          STATION DESCRIPTION
 CK2905
 CK2905'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2905'11.2 KM (6.95 MI) NW FROM JACKSONBORO.
 CK2905'10.8 KILOMETERS (6.75 MILES) NORTHWEST ALONG STATE HIGHWAY 64 FROM THE
 CK2905'JUNCTION OF U.S. HIGHWAY 17 IN JACKSONBORO, SET NEAR THE SOUTHWEST
 CK2905'CORNER OF THE AIMWELL UNITED PRESBYTERIAN CHURCH AT THE INTERSECTION
 CK2905'OF COUNTY ROAD S-15-199, 50.0 METERS (164.0 FEET) NORTH-NORTHEAST OF
 CK2905'THE CENTERLINE OF THE HIGHWAY, 34.9 METERS (114.7 FEET)
 CK2905'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WATER PUMP HOUSE,
 CK2905'18.6 METERS (61.0 FEET) EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 CK2905'0.7 METER (2.5 FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 CK2905'CHURCH.
 CK2905'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2905
 CK2905                          STATION RECOVERY (2005)
 CK2905
 CK2905'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2905'STATION IS LOCATED , 7.2 MI (11.59 KM) NORTH NORTHEAST OF GREEN POND,
 CK2905'8.3 MI (13.36 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--AIMWELL
 CK2905'PRESBYTERIAN CHURCH, 8925 CHARLESTON HIGHWAY, ROUND O, SC 29474, PHONE
 CK2905'843-893-3851. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK2905'64 WEST (ROBERTSON BOULEVARD), 64 EAST (HAMPTON STREET) AND 64
 CK2905'BUSINESS (HAMPTON STREET) IN WALTERBORO, GO EAST SOUTHEAST ON HIGHWAY
 CK2905'64 EAST FOR 7.65 MI (12.31 KM) TO THE STATION ON THE LEFT NEAR THE
 CK2905'SOUTHWEST CORNER OF THE MAIN SANCTUARY BUILDING AND THE AIMWELL CHURCH
 CK2905'IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 199 (MAYBANK LANE
 CK2905'RIGHT AND FEATHERBED ROAD LEFT). STATION IS A CONCRETE POST RECESSED
 CK2905'1.5 FT (0.5 M) AND 1.5 FT (0.5 M) BELOW A SIDEWALK, 2.6 FT (0.8 M)
 CK2905'SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, 28.4 FT (8.7 M)
 CK2905'NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK SIGN OF THE
 CK2905'CHURCH, 1.1 FT (0.3 M) EAST OF THE EAST EDGE OF THE CONCRETE SIDEWALK,
 CK2905'30.9 FT (9.4 M) NORTHEAST OF A SECURITY LIGHT POLE NEAR THE CHURCH
 CK2905'SIGN. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2907 ***********************************************************************
 CK2907  DESIGNATION -  15 079
 CK2907  PID         -  CK2907
 CK2907  STATE/COUNTY-  SC/COLLETON
 CK2907  USGS QUAD   -  NEYLES (1988)
 CK2907
 CK2907                         *CURRENT SURVEY CONTROL
 CK2907  ___________________________________________________________________
 CK2907* NAD 83(1986)-  32 49 05.     (N)    080 32 42.     (W)     SCALED    
 CK2907* NAVD 88     -         3.206  (meters)      10.52   (feet)  ADJUSTED  
 CK2907  ___________________________________________________________________
 CK2907  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2907  DYNAMIC HT  -           3.202 (meters)      10.51  (feet)  COMP
 CK2907  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 CK2907
 CK2907  VERT ORDER  -  FIRST     CLASS II
 CK2907
 CK2907.The horizontal coordinates were scaled from a topographic map and have
 CK2907.an estimated accuracy of +/- 6 seconds.
 CK2907
 CK2907.The orthometric height was determined by differential leveling
 CK2907.and adjusted by the National Geodetic Survey in June 1991..
 CK2907
 CK2907.The geoid height was determined by GEOID03.
 CK2907
 CK2907.The dynamic height is computed by dividing the NAVD 88
 CK2907.geopotential number by the normal gravity value computed on the
 CK2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2907.degrees latitude (g = 980.6199 gals.).
 CK2907
 CK2907.The modeled gravity was interpolated from observed gravity values.
 CK2907
 CK2907;                    North         East    Units  Estimated Accuracy
 CK2907;SPC SC       -   109,300.      652,200.      MT  (+/- 180 meters Scaled)
 CK2907
 CK2907                          SUPERSEDED SURVEY CONTROL
 CK2907
 CK2907  NGVD 29 (03/21/89)    3.493  (m)           11.46   (f) ADJUSTED    1 2
 CK2907
 CK2907.Superseded values are not recommended for survey control.
 CK2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2907.See file dsdata.txt to determine how the superseded data were derived.
 CK2907
 CK2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS425312(NAD 83)
 CK2907_MARKER: DB = BENCH MARK DISK
 CK2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2907_SP_SET: CONCRETE POST
 CK2907_STAMPING: VERT 15 079 1983
 CK2907_MARK LOGO: SCGS  
 CK2907_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2907
 CK2907  HISTORY     - Date     Condition        Report By
 CK2907  HISTORY     - 1983     MONUMENTED       SCGS
 CK2907  HISTORY     - 20050824 MARK NOT FOUND   SCGS
 CK2907
 CK2907                          STATION DESCRIPTION
 CK2907
 CK2907'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2907'9.8 KM (6.1 MI) NW FROM JACKSONBORO.
 CK2907'9.3 KILOMETERS (5.8 MILES) NORTHWEST ALONG STATE HIGHWAY 64 FROM THE
 CK2907'JUNCTION OF U.S. HIGHWAY 17 IN JACKSONBORO, SET IN THE SOUTH ANGLE OF
 CK2907'THE INTERSECTION OF A DIRT ROAD THAT LEADS INTO THE WOODS, 30.2 METERS
 CK2907'(99.0 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CK2907'7.9 METERS (26.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 CK2907'DIRT ROAD, 6.1 METERS (20.0 FEET) NORTHWEST OF A 10-INCH BLAZED PINE
 CK2907'TREE.
 CK2907'THE MARK IS 0.60 METERS  NNE FROM A WITNESS POST.
 CK2907'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
 CK2907
 CK2907                          STATION RECOVERY (2005)
 CK2907
 CK2907'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2907'A 15 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, AREA DESCRIBED HAS
 CK2907'BEEN FORESTED AND REPLANTED WTIH LOBLOLLY PINES, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2908 ***********************************************************************
 CK2908  DESIGNATION -  15 080
 CK2908  PID         -  CK2908
 CK2908  STATE/COUNTY-  SC/COLLETON
 CK2908  USGS QUAD   -  NEYLES (1988)
 CK2908
 CK2908                         *CURRENT SURVEY CONTROL
 CK2908  ___________________________________________________________________
 CK2908* NAD 83(2001)-  32 48 42.76339(N)    080 31 48.54871(W)     ADJUSTED  
 CK2908* NAVD 88     -         2.837  (meters)       9.31   (feet)  ADJUSTED  
 CK2908  ___________________________________________________________________
 CK2908  X           -     882,824.710 (meters)                     COMP
 CK2908  Y           -  -5,292,661.396 (meters)                     COMP
 CK2908  Z           -   3,436,426.979 (meters)                     COMP
 CK2908  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CK2908  ELLIP HEIGHT-         -28.99  (meters)          (05/04/06) GPS OBS
 CK2908  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 CK2908  DYNAMIC HT  -           2.834 (meters)       9.30  (feet)  COMP
 CK2908  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 CK2908
 CK2908  HORZ ORDER  -  FIRST
 CK2908  VERT ORDER  -  FIRST     CLASS II
 CK2908  ELLP ORDER  -  FOURTH    CLASS II
 CK2908
 CK2908.The horizontal coordinates were established by GPS observations
 CK2908.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK2908
 CK2908.The orthometric height was determined by differential leveling
 CK2908.and adjusted by the National Geodetic Survey in June 1991..
 CK2908
 CK2908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2908
 CK2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2908
 CK2908.The ellipsoidal height was determined by GPS observations
 CK2908.and is referenced to NAD 83.
 CK2908
 CK2908.The geoid height was determined by GEOID03.
 CK2908
 CK2908.The dynamic height is computed by dividing the NAVD 88
 CK2908.geopotential number by the normal gravity value computed on the
 CK2908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2908.degrees latitude (g = 980.6199 gals.).
 CK2908
 CK2908.The modeled gravity was interpolated from observed gravity values.
 CK2908
 CK2908;                    North         East     Units Scale Factor Converg.
 CK2908;SPC SC       -   108,621.923   653,597.368   MT  0.99990474   +0 15 37.7
 CK2908;SPC SC       -   356,371.14  2,144,348.32   iFT  0.99990474   +0 15 37.7
 CK2908;UTM  17      - 3,630,529.842   543,984.316   MT  0.99962385   +0 15 16.6
 CK2908
 CK2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2908!SPC SC       -   1.00000455  x   0.99990474  =   0.99990929
 CK2908!UTM  17      -   1.00000455  x   0.99962385  =   0.99962840
 CK2908
 CK2908                          SUPERSEDED SURVEY CONTROL
 CK2908
 CK2908  NAVD 88 (05/04/06)    2.84   (m)            9.3    (f) LEVELING    3  
 CK2908  NGVD 29 (03/21/89)    3.125  (m)           10.25   (f) ADJUSTED    1 2
 CK2908
 CK2908.Superseded values are not recommended for survey control.
 CK2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2908.See file dsdata.txt to determine how the superseded data were derived.
 CK2908
 CK2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4398430530(NAD 83)
 CK2908_MARKER: DD = SURVEY DISK
 CK2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2908_SP_SET: CONCRETE POST
 CK2908_STAMPING: VERT 15 080 1983
 CK2908_MARK LOGO: SCGS  
 CK2908_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2908+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 CK2908
 CK2908  HISTORY     - Date     Condition        Report By
 CK2908  HISTORY     - 1983     MONUMENTED       SCGS
 CK2908  HISTORY     - 20050824 GOOD             SCGS
 CK2908
 CK2908                          STATION DESCRIPTION
 CK2908
 CK2908'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2908'8.2 KM (5.1 MI) NW FROM JACKSONBORO.
 CK2908'7.7 KILOMETERS (4.8 MILES) NORTHWEST ALONG STATE HIGHWAY 64 FROM THE
 CK2908'JUNCTION OF U.S. HIGHWAY 17 IN JACKSONBORO, SET NEAR A STEEL GATE AT
 CK2908'THE INTERSECTION OF A DIRT ROAD JUST BEFORE CROSSING A SMALL BOX
 CK2908'CULVERT, 26.0 METERS (85.4 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CK2908'THE HIGHWAY, 3.0 METERS (10.0 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 CK2908'CENTER OF THE DIRT ROAD, 3.2 METERS (10.4 FEET) NORTH-NORTHWEST OF A
 CK2908'10-INCH BLAZED PINE TREE.
 CK2908'THE MARK IS 0.50 METERS  NNE FROM A WITNESS POST.
 CK2908'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2908
 CK2908                          STATION RECOVERY (2005)
 CK2908
 CK2908'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2908'STATION IS LOCATED 5.3 MI (8.53 KM) WEST-NORTHWEST OF JACKSONBORO,
 CK2908'10.25 MI (16.5 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK2908'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2908'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2908'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 64 IN JACKSONBORO, GO NORTH
 CK2908'ON HIGHWAY 64 FOR 3.15 MI (5.07 KM) TO THE JUNCTION OF SAND ROAD RIGHT
 CK2908'(PARKERS FERRY ROAD), CONTINUE ON HIGHWAY 64 FOR 1.7 MI (2.74 KM) TO
 CK2908'THE STATION ON THE LEFT NEAR THE EAST METAL POST OF A PIPE GATE FOR A
 CK2908'FIELD ACCESS ROAD LEFT. STATION IS A CONCRETE POST PROJECTING 0.2 FT
 CK2908'(0.1 M) AND LEVEL WITH THE HIGHWAY, 86.5 FT (26.4 M) WEST SOUTHWEST OF
 CK2908'THE CENTER OF THE HIGHWAY, 11.4 FT (3.5 M) SOUTHEAST OF THE CENTER OF
 CK2908'THE FIELD ACCESS ROAD, 7.5 FT (2.3 M) SOUTH SOUTHWEST OF THE METAL
 CK2908'GATE POST, 5.3 FT (1.6 M) WEST SOUTHWEST OF A WITNESS POST. RECOVERED
 CK2908'BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2909 ***********************************************************************
 CK2909  DESIGNATION -  15 081
 CK2909  PID         -  CK2909
 CK2909  STATE/COUNTY-  SC/COLLETON
 CK2909  USGS QUAD   -  NEYLES (1988)
 CK2909
 CK2909                         *CURRENT SURVEY CONTROL
 CK2909  ___________________________________________________________________
 CK2909* NAD 83(1986)-  32 48 23.     (N)    080 30 59.     (W)     SCALED    
 CK2909* NAVD 88     -         2.596  (meters)       8.52   (feet)  ADJUSTED  
 CK2909  ___________________________________________________________________
 CK2909  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2909  DYNAMIC HT  -           2.593 (meters)       8.51  (feet)  COMP
 CK2909  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 CK2909
 CK2909  VERT ORDER  -  FIRST     CLASS II
 CK2909
 CK2909.The horizontal coordinates were scaled from a topographic map and have
 CK2909.an estimated accuracy of +/- 6 seconds.
 CK2909
 CK2909.The orthometric height was determined by differential leveling
 CK2909.and adjusted by the National Geodetic Survey in June 1991..
 CK2909
 CK2909.The geoid height was determined by GEOID03.
 CK2909
 CK2909.The dynamic height is computed by dividing the NAVD 88
 CK2909.geopotential number by the normal gravity value computed on the
 CK2909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2909.degrees latitude (g = 980.6199 gals.).
 CK2909
 CK2909.The modeled gravity was interpolated from observed gravity values.
 CK2909
 CK2909;                    North         East    Units  Estimated Accuracy
 CK2909;SPC SC       -   108,020.      654,890.      MT  (+/- 180 meters Scaled)
 CK2909
 CK2909                          SUPERSEDED SURVEY CONTROL
 CK2909
 CK2909  NGVD 29 (03/21/89)    2.884  (m)            9.46   (f) ADJUSTED    1 2
 CK2909
 CK2909.Superseded values are not recommended for survey control.
 CK2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2909.See file dsdata.txt to determine how the superseded data were derived.
 CK2909
 CK2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS452299(NAD 83)
 CK2909_MARKER: DD = SURVEY DISK
 CK2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2909_SP_SET: CONCRETE POST
 CK2909_STAMPING: VERT 15 081 1983
 CK2909_MARK LOGO: SCGS  
 CK2909_PROJECTION: FLUSH
 CK2909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2909+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 CK2909
 CK2909  HISTORY     - Date     Condition        Report By
 CK2909  HISTORY     - 1983     MONUMENTED       SCGS
 CK2909  HISTORY     - 20050824 GOOD             SCGS
 CK2909
 CK2909                          STATION DESCRIPTION
 CK2909
 CK2909'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2909'6.8 KM (4.25 MI) NW FROM JACKSONBORO.
 CK2909'6.3 KILOMETERS (3.95 MILES) NORTHWEST ALONG STATE HIGHWAY 64 FROM THE
 CK2909'JUNCTION OF U.S. HIGHWAY 17 IN JACKSONBORO, SET NEAR A POWER POLE AT
 CK2909'THE INTERSECTION OF A DIRT ROAD, 12.0 METERS (39.7 FEET)
 CK2909'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.1 METERS (20.0
 CK2909'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 CK2909'1.3 METERS (4.4 FEET) EAST-SOUTHEAST OF THE POWER POLE.
 CK2909'THE MARK IS 0.60 METERS  NNE FROM A WITNESS POST.
 CK2909'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2909
 CK2909                          STATION RECOVERY (2005)
 CK2909
 CK2909'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2909'STATION IS LOCATED 4.5 MI (7.24 KM) NORTHWEST OF JACKSONBORO, 11.05 MI
 CK2909'(17.78 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2909'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2909'PARKWAY) AND STATE HIGHWAY 64 IN JACKSONBORO, GO NORTH ON HIGHWAY 64
 CK2909'FOR 3.15 MI (5.07 KM) TO A SAND ROAD RIGHT (PARKERS FERRY ROAD),
 CK2909'CONTINUE ON HIGHWAY 64 FOR 0.9 MI (1.45 KM) TO THE STATION ON THE LEFT
 CK2909'NEAR A POWER POLE IN THE WEST ANGLE OF A SAND ROAD LEFT AT A PIPE
 CK2909'GATE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 CK2909'THE HIGHWAY, 4.5 FT (1.4 M) EAST OF SURVEY STATION 34 WLC, 40.0 FT
 CK2909'(12.2 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 21.5 FT (6.6 M)
 CK2909'WEST OF THE CENTER OF THE ROAD, 4.3 FT (1.3 M) SOUTHEAST OF A POWER
 CK2909'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 14.2 FT (4.3 M) SOUTHWEST
 CK2909'OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE SAND
 CK2909'ROAD, 1.1 FT (0.3 M) NORTHWEST OF A TALL METAL POST WITH A BURIED
 CK2909'TELEPHONE CABLE WARNING SIGN ATTACHED, 1.2 FT (0.4 M) NORTH NORTHEAST
 CK2909'OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2911 ***********************************************************************
 CK2911  DESIGNATION -  15 082
 CK2911  PID         -  CK2911
 CK2911  STATE/COUNTY-  SC/COLLETON
 CK2911  USGS QUAD   -  NEYLES (1988)
 CK2911
 CK2911                         *CURRENT SURVEY CONTROL
 CK2911  ___________________________________________________________________
 CK2911* NAD 83(1986)-  32 48 06.     (N)    080 30 11.     (W)     SCALED    
 CK2911* NAVD 88     -         6.293  (meters)      20.65   (feet)  ADJUSTED  
 CK2911  ___________________________________________________________________
 CK2911  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 CK2911  DYNAMIC HT  -           6.286 (meters)      20.62  (feet)  COMP
 CK2911  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 CK2911
 CK2911  VERT ORDER  -  FIRST     CLASS II
 CK2911
 CK2911.The horizontal coordinates were scaled from a topographic map and have
 CK2911.an estimated accuracy of +/- 6 seconds.
 CK2911
 CK2911.The orthometric height was determined by differential leveling
 CK2911.and adjusted by the National Geodetic Survey in June 1991..
 CK2911
 CK2911.The geoid height was determined by GEOID03.
 CK2911
 CK2911.The dynamic height is computed by dividing the NAVD 88
 CK2911.geopotential number by the normal gravity value computed on the
 CK2911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2911.degrees latitude (g = 980.6199 gals.).
 CK2911
 CK2911.The modeled gravity was interpolated from observed gravity values.
 CK2911
 CK2911;                    North         East    Units  Estimated Accuracy
 CK2911;SPC SC       -   107,500.      656,140.      MT  (+/- 180 meters Scaled)
 CK2911
 CK2911                          SUPERSEDED SURVEY CONTROL
 CK2911
 CK2911  NGVD 29 (03/21/89)    6.581  (m)           21.59   (f) ADJUSTED    1 2
 CK2911
 CK2911.Superseded values are not recommended for survey control.
 CK2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2911.See file dsdata.txt to determine how the superseded data were derived.
 CK2911
 CK2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS465294(NAD 83)
 CK2911_MARKER: DD = SURVEY DISK
 CK2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2911_SP_SET: CONCRETE POST
 CK2911_STAMPING: VERT 15 082 1983
 CK2911_MARK LOGO: SCGS  
 CK2911_PROJECTION: RECESSED 3 CENTIMETERS
 CK2911_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2911+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 CK2911
 CK2911  HISTORY     - Date     Condition        Report By
 CK2911  HISTORY     - 1983     MONUMENTED       SCGS
 CK2911  HISTORY     - 20050824 GOOD             SCGS
 CK2911
 CK2911                          STATION DESCRIPTION
 CK2911
 CK2911'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2911'5.5 KM (3.4 MI) NW FROM JACKSONBORO.
 CK2911'5.0 KILOMETERS (3.1 MILES) NORTHWEST ALONG STATE HIGHWAY 64 FROM THE
 CK2911'JUNCTION OF U.S. HIGHWAY 17 IN JACKSONBORO, SET IN THE NORTHWEST ANGLE
 CK2911'OF THE INTERSECTION OF A SAND ROAD LEADING TO A PUBLIC BOAT RAMP AT A
 CK2911'MAJOR POWER LINE CROSSING, 24.1 METERS (79.0 FEET) EAST-NORTHEAST OF
 CK2911'THE CENTERLINE OF THE HIGHWAY, 12.2 METERS (40.0 FEET) NORTHWEST OF
 CK2911'THE APPROXIMATE CENTER OF THE SAND ROAD, 3.0 METERS (10.0 FEET)
 CK2911'EAST-SOUTHEAST OF THE SOUTH POWER POLE OF THE SOUTH SET OF POWER
 CK2911'POLES.
 CK2911'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 CK2911'THE MARK IS 0.20 M ABOVE HIGHWAY.
 CK2911
 CK2911                          STATION RECOVERY (2005)
 CK2911
 CK2911'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2911'STATION IS LOCATED 3.6 MI (5.79 KM) NORTHWEST OF JACKSONBORO, 11.9 MI
 CK2911'(19.15 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2911'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2911'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2911'PARKWAY) AND STATE HIGHWAY 64 IN JACKSONBORO, GO NORTH ON HIGHWAY 64
 CK2911'FOR 3.15 MI (5.07 KM) TO THE STATION ON THE RIGHT NEAR A LARGE WOODEN
 CK2911'DOUBLE-SET POWER POLE AT AN OVERHEAD POWER LINE CROSSING THE HIGHWAY
 CK2911'IN THE NORTH ANGLE OF A SAND ROAD RIGHT (PARKERS FERRY ROAD). STATION
 CK2911'IS A CONCRETE POST RECESSED 0.1 FT (0.0 M) AND 1.5 FT (0.5 M) ABOVE
 CK2911'THE HIGHWAY, 65.4 FT (19.9 M) NORTH NORTHEAST OF THE CENTER OF THE
 CK2911'HIGHWAY, 36.3 FT (11.1 M) NORTH NORTHWEST OF THE CENTER OF THE SAND
 CK2911'ROAD, 9.8 FT (3.0 M) EAST SOUTHEAST OF THE POWER POLE WITH A SCGS
 CK2911'REFERENCE WASHER ATTACHED, 9.8 FT (3.0 M) EAST SOUTHEAST OF A WITNESS
 CK2911'POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2912 ***********************************************************************
 CK2912  DESIGNATION -  15 083
 CK2912  PID         -  CK2912
 CK2912  STATE/COUNTY-  SC/COLLETON
 CK2912  USGS QUAD   -  JACKSONBORO (1979)
 CK2912
 CK2912                         *CURRENT SURVEY CONTROL
 CK2912  ___________________________________________________________________
 CK2912* NAD 83(2001)-  32 47 43.06292(N)    080 29 14.80246(W)     ADJUSTED  
 CK2912* NAVD 88     -         9.158  (meters)      30.05   (feet)  ADJUSTED  
 CK2912  ___________________________________________________________________
 CK2912  X           -     886,935.052 (meters)                     COMP
 CK2912  Y           -  -5,292,989.716 (meters)                     COMP
 CK2912  Z           -   3,434,884.524 (meters)                     COMP
 CK2912  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CK2912  ELLIP HEIGHT-         -22.75  (meters)          (05/04/06) GPS OBS
 CK2912  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 CK2912  DYNAMIC HT  -           9.148 (meters)      30.01  (feet)  COMP
 CK2912  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 CK2912
 CK2912  HORZ ORDER  -  FIRST
 CK2912  VERT ORDER  -  FIRST     CLASS II
 CK2912  ELLP ORDER  -  FOURTH    CLASS II
 CK2912
 CK2912.The horizontal coordinates were established by GPS observations
 CK2912.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK2912
 CK2912.The orthometric height was determined by differential leveling
 CK2912.and adjusted by the National Geodetic Survey in June 1991..
 CK2912
 CK2912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2912
 CK2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2912
 CK2912.The ellipsoidal height was determined by GPS observations
 CK2912.and is referenced to NAD 83.
 CK2912
 CK2912.The geoid height was determined by GEOID03.
 CK2912
 CK2912.The dynamic height is computed by dividing the NAVD 88
 CK2912.geopotential number by the normal gravity value computed on the
 CK2912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2912.degrees latitude (g = 980.6199 gals.).
 CK2912
 CK2912.The modeled gravity was interpolated from observed gravity values.
 CK2912
 CK2912;                    North         East     Units Scale Factor Converg.
 CK2912;SPC SC       -   106,802.002   657,605.644   MT  0.99990907   +0 17 03.0
 CK2912;SPC SC       -   350,400.27  2,157,498.83   iFT  0.99990907   +0 17 03.0
 CK2912;UTM  17      - 3,628,709.998   547,991.269   MT  0.99962840   +0 16 39.5
 CK2912
 CK2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2912!SPC SC       -   1.00000357  x   0.99990907  =   0.99991264
 CK2912!UTM  17      -   1.00000357  x   0.99962840  =   0.99963197
 CK2912
 CK2912                          SUPERSEDED SURVEY CONTROL
 CK2912
 CK2912  NAD 83(2001)-  32 47 43.06291(N)    080 29 14.80253(W) AD(       ) 1
 CK2912  ELLIP H (03/13/03)  -22.74   (m)                       GP(       ) 4 2
 CK2912  NAD 83(1995)-  32 47 43.06297(N)    080 29 14.80258(W) AD(       ) 1
 CK2912  ELLIP H (12/20/99)  -22.73   (m)                       GP(       ) 4 1
 CK2912  NAD 83(1986)-  32 47 43.07170(N)    080 29 14.80603(W) AD(       ) 1
 CK2912  NAD 27      -  32 47 42.44225(N)    080 29 15.43504(W) AD(       ) 1
 CK2912  NAVD 88 (06/09/93)    9.16   (m)           30.1    (f) LEVELING    3  
 CK2912  NGVD 29 (03/21/89)    9.446  (m)           30.99   (f) ADJUSTED    1 2
 CK2912
 CK2912.Superseded values are not recommended for survey control.
 CK2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2912.See file dsdata.txt to determine how the superseded data were derived.
 CK2912
 CK2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4799128710(NAD 83)
 CK2912_MARKER: DD = SURVEY DISK
 CK2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2912_SP_SET: CONCRETE POST
 CK2912_STAMPING: VERT 15 083 1983
 CK2912_MARK LOGO: SCGS  
 CK2912_PROJECTION: FLUSH
 CK2912_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2912+STABILITY: SURFACE MOTION
 CK2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2912+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 CK2912
 CK2912  HISTORY     - Date     Condition        Report By
 CK2912  HISTORY     - 1983     MONUMENTED       SCGS
 CK2912  HISTORY     - 1985     GOOD             SCGS
 CK2912  HISTORY     - 19870304 GOOD
 CK2912  HISTORY     - 19901217 GOOD             NGS
 CK2912  HISTORY     - 19910516 GOOD             SCGS
 CK2912  HISTORY     - 19920625 GOOD             SCGS
 CK2912  HISTORY     - 19930113 GOOD
 CK2912  HISTORY     - 19961022 GOOD             SCGS
 CK2912  HISTORY     - 20050824 GOOD             SCGS
 CK2912
 CK2912                          STATION DESCRIPTION
 CK2912
 CK2912'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2912'3.9 KM (2.4 MI) NW FROM JACKSONBORO.
 CK2912'THE MARK IS 0.30 M BELOW HIGHWAY.
 CK2912'3.4 KILOMETERS (2.1 MILES) NORTHWEST ALONG STATE HIGHWAY 64 FROM THE
 CK2912'JUNCTION OF U.S. HIGHWAY 17 IN JACKSONBORO, SET IN THE NORTHWEST ANGLE
 CK2912'OF THE INTERSECTION OF COUNTY ROAD S-15-40, 32.2 METERS (105.7 FEET)
 CK2912'SOUTH-SOUTHWEST OF A POWER POLE, 7.9 METERS (26.0 FEET) NORTHEAST OF
 CK2912'THE CENTERLINE OF THE HIGHWAY, 12.0 METERS (39.7 FEET) NORTHWEST OF
 CK2912'THE CENTERLINE OF THE COUNTY ROAD, 19.6 METERS (64.4 FEET)
 CK2912'NORTH-NORTHWEST OF WHERE THE CENTERLINES OF THE TWO ROADS MEET.
 CK2912'THE MARK IS 2.00 METERS  NNW FROM A WITNESS POST.
 CK2912
 CK2912                          STATION RECOVERY (1985)
 CK2912
 CK2912'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 (GRH)
 CK2912'STATION IS LOCATED 4.0 KM (2.5 MI) NORTHWEST OF THE JUNCTION OF US
 CK2912'HIGHWAY 17 AND STATE HIGHWAY 64 IN JACKSONBORO, AT A FIELD CORNER
 CK2912'AND ROAD JUNCTION, ON THE RIGHT-OF-WAY OF HIGHWAY 64.
 CK2912'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK2912'
 CK2912'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 64 IN JACKSONBORO, GO
 CK2912'NORTHWEST ON HIGHWAY 64 FOR 3.52 KM (2.2 MI) TO A PAVED ROAD RIGHT
 CK2912'(S-15-40) AND THE STATION IN THE NORTH ANGLE OF THE INTERSECTION.
 CK2912'
 CK2912'STATION MARK, A SOUTH CAROLINA GEODETIC SURVEY ALL-PURPOSE DISK
 CK2912'STAMPED---VERT 15 083 1983---, IS SET IN THE TOP OF A ROUND
 CK2912'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 8.1 METERS NORTHEAST OF
 CK2912'THE HIGHWAY CENTER, 11.7 METERS NORTHWEST OF THE ROAD CENTER, 2.1
 CK2912'METERS NORTH OF THE NORTHWEST POST OF A HIGHWAY SIGN WITH A WITNESS
 CK2912'SIGN AT ITS BASE, AND 20.7 METERS NORTHWEST OF TELEPHONE PEDESTAL
 CK2912'POST A 21.
 CK2912'
 CK2912'STATION WAS OCCUPIED BY GPS.
 CK2912'DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK2912
 CK2912                          STATION RECOVERY (1987)
 CK2912
 CK2912'RECOVERED 1987
 CK2912'RECOVERED IN GOOD CONDITION.
 CK2912
 CK2912                          STATION RECOVERY (1990)
 CK2912
 CK2912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CK2912'THE STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) NORTHWEST OF
 CK2912'JACKSONBORO.  OWNERSHIP--SCDHPT PRECONSTRUCTION ENGINEER, P.O. BOX
 CK2912'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CK2912'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 17 AND STATE
 CK2912'HIGHWAY 64 IN JACKSONBORO, GO NORTH-NORTHWEST ON STATE HIGHWAY 64 FOR
 CK2912'3.46 KM (2.15 MI) TO THE JUNCTION OF STATE ROAD 40 AND THE STATION IN
 CK2912'THE NORTH ANGLE OF THE INTERSECTION.
 CK2912'THE STATION IS A STANDARD SCGS SURVEY DISK SET IN THE TOP OF A
 CK2912'CONCRETE POST THAT IS FLUSH TO THE GROUND AND 0.3 M (1.0 FT) BELOW THE
 CK2912'HIGHWAY.  LOCATED 20.97 M (68.8 FT) NORTH-NORTHEAST OF A POWER POLE
 CK2912'WITH WIRES CROSSING THE HIGHWAY, 20.54 M (67.4 FT) NORTHWEST OF A
 CK2912'FENCE CORNER, 10.97 M (36.0 FT) WEST-NORTHWEST OF THE CENTER OF THE
 CK2912'ROAD, 8.01 M (26.3 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 1.09 M
 CK2912'(3.6 FT) NORTHEAST OF A WITNESS POST AND 0.46 M (1.5 FT) SOUTHWEST OF
 CK2912'A WITNESS POST.
 CK2912'DESCRIBED BY M.L.M.
 CK2912
 CK2912                          STATION RECOVERY (1991)
 CK2912
 CK2912'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2912'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTHWEST OF JACKSONBORO.
 CK2912'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2912'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK2912'HIGHWAY 64 IN JACKSONBORO, GO NORTHWEST ON HIGHWAY 64 FOR 2.15 MILES
 CK2912'(3.46 KM) TO THE JUNCTION OF STATE ROAD 40 AND THE STATION IN THE
 CK2912'NORTH ANGLE.
 CK2912'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 CK2912'BELOW THE HIGHWAY, 26.5 FEET (8.1 M) NORTHEAST OF THE CENTER OF THE
 CK2912'HIGHWAY, 36.5 FEET (11.1 M) WEST NORTHWEST OF THE CENTER OF THE ROAD,
 CK2912'68.2 FEET (20.8 M) NORTHWEST OF A TELEPHONE PEDESTAL BASE POST NUMBER
 CK2912'A/21, 3.7 FEET (1.1 M) NORTHEAST OF A METAL POST WITH A METAL WITNESS
 CK2912'SIGN ATTACHED, 1.6 FEET (0.5 M) SOUTHWEST OF A WITNESS POST.
 CK2912'RECOVERED BY T. HALL.
 CK2912
 CK2912                          STATION RECOVERY (1992)
 CK2912
 CK2912'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK2912'THE STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) NORTHWEST OF
 CK2912'JACKSONBORO. OWNERSHIP--SCDHPT PRECONSTRUCTION ENGINEER, P.O. BOX
 CK2912'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CK2912'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 17 AND STATE
 CK2912'HIGHWAY 64 IN JACKSONBORO, GO NORTH-NORTHWEST ON STATE HIGHWAY 64 FOR
 CK2912'3.46 KM (2.15 MI) TO THE JUNCTION OF STATE ROAD 40 AND THE STATION IN
 CK2912'THE NORTH ANGLE OF THE INTERSECTION.  THE STATION IS A STANDARD SCGS
 CK2912'SURVEY DISK SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH TO THE
 CK2912'GROUND AND 0.3 M (1.0 FT) BELOW THE HIGHWAY.
 CK2912'LOCATED 20.97 M (68.80 FT) NORTH-NORTHEAST OF A POWER POLE WITH WIRES
 CK2912'CROSSING THE HIGHWAY, 20.54 M (67.39 FT) NORTHWEST OF A FENCE CORNER,
 CK2912'10.97 M (35.99 FT) WEST-NORTHWEST OF THE CENTER OF THE ROAD, 8.01 M
 CK2912'(26.28 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 1.09 M (3.58 FT)
 CK2912'NORTHEAST OF A WITNESS POST AND 0.46 M (1.51 FT) SOUTHWEST OF A
 CK2912'WITNESS POST.
 CK2912'DESCRIBED BY M.L.M.
 CK2912
 CK2912                          STATION RECOVERY (1993)
 CK2912
 CK2912'RECOVERED 1993
 CK2912'RECOVERED IN GOOD CONDITION.
 CK2912
 CK2912                          STATION RECOVERY (1996)
 CK2912
 CK2912'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK2912'THE STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) NORTHWEST OF
 CK2912'JACKSONBORO.  OWNERSHIP--SCDOT, PRECONSTRUCTION ENGINEER, P.O.  BOX
 CK2912'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK2912'FROM THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY 64 IN
 CK2912'JACKSONBORO, GO NORTH-NORTHWEST ON STATE HIGHWAY 64 FOR 3.46 KM (2.15
 CK2912'MI) TO THE JUNCTION OF STATE ROAD 40 AND THE STATION IN THE NORTH
 CK2912'ANGLE OF THE JUNCTION.  STATION IS A CONCRETE POST FLUSH WITH THE
 CK2912'GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY.  68.80 FEET (20.97 M)
 CK2912'NORTH NORTHEAST OF A POWER POLE WITH WIRES CROSSING THE HIGHWAY, 67.4
 CK2912'FEET (20.5 M) NORTHWEST OF A FENCE CORNER, 36.0 FEET (11.0 M) WEST
 CK2912'NORTHWEST OF THE CENTER OF THE ROAD, 26.3 FEET (8.0 M) NORTHEAST OF
 CK2912'THE CENTER OF THE HIGHWAY, 18.0 FEET (5.5 M) WEST OF THE NORTHWEST END
 CK2912'OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 40, 26.8 FEET (8.2 M)
 CK2912'WEST SOUTHWEST OF A WITNESS POST BESIDE A STOP SIGN POST.  RECOVERED
 CK2912'BY R.W.  ROBERTS.
 CK2912
 CK2912                          STATION RECOVERY (2005)
 CK2912
 CK2912'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2917 ***********************************************************************
 CK2917  DESIGNATION -  15 084
 CK2917  PID         -  CK2917
 CK2917  STATE/COUNTY-  SC/COLLETON
 CK2917  USGS QUAD   -  JACKSONBORO (1979)
 CK2917
 CK2917                         *CURRENT SURVEY CONTROL
 CK2917  ___________________________________________________________________
 CK2917* NAD 83(1986)-  32 47 07.     (N)    080 28 22.     (W)     SCALED    
 CK2917* NAVD 88     -         9.529  (meters)      31.26   (feet)  ADJUSTED  
 CK2917  ___________________________________________________________________
 CK2917  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 CK2917  DYNAMIC HT  -           9.519 (meters)      31.23  (feet)  COMP
 CK2917  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 CK2917
 CK2917  VERT ORDER  -  FIRST     CLASS II
 CK2917
 CK2917.The horizontal coordinates were scaled from a topographic map and have
 CK2917.an estimated accuracy of +/- 6 seconds.
 CK2917
 CK2917.The orthometric height was determined by differential leveling
 CK2917.and adjusted by the National Geodetic Survey in June 1991..
 CK2917
 CK2917.The geoid height was determined by GEOID03.
 CK2917
 CK2917.The dynamic height is computed by dividing the NAVD 88
 CK2917.geopotential number by the normal gravity value computed on the
 CK2917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2917.degrees latitude (g = 980.6199 gals.).
 CK2917
 CK2917.The modeled gravity was interpolated from observed gravity values.
 CK2917
 CK2917;                    North         East    Units  Estimated Accuracy
 CK2917;SPC SC       -   105,700.      658,990.      MT  (+/- 180 meters Scaled)
 CK2917
 CK2917                          SUPERSEDED SURVEY CONTROL
 CK2917
 CK2917  NGVD 29 (03/21/89)    9.818  (m)           32.21   (f) ADJUSTED    1 2
 CK2917
 CK2917.Superseded values are not recommended for survey control.
 CK2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2917.See file dsdata.txt to determine how the superseded data were derived.
 CK2917
 CK2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS493276(NAD 83)
 CK2917_MARKER: DD = SURVEY DISK
 CK2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2917_SP_SET: CONCRETE POST
 CK2917_STAMPING: VERT 15 084 1983
 CK2917_MARK LOGO: SCGS  
 CK2917_PROJECTION: FLUSH
 CK2917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2917+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK2917
 CK2917  HISTORY     - Date     Condition        Report By
 CK2917  HISTORY     - 1983     MONUMENTED       SCGS
 CK2917  HISTORY     - 20050823 GOOD             SCGS
 CK2917
 CK2917                          STATION DESCRIPTION
 CK2917
 CK2917'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2917'2.1 KM (1.3 MI) NW FROM JACKSONBORO.
 CK2917'1.6 KILOMETERS (1.0 MILE) NORTHWEST ALONG STATE HIGHWAY 64 FROM THE
 CK2917'JUNCTION OF U.S. HIGHWAY 17 IN JACKSONBORO, SET NEAR A MARBLE CROSS IN
 CK2917'THE CEMETARY OF THE JACKSONBORO BAPTIST CHURCH, 68.3 METERS (224.0
 CK2917'FEET) WEST-SOUTHWEST OF THE WEST CORNER OF THE CHURCH, 45.7 METERS
 CK2917'(150.0 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CK2917'34.0 METERS (111.5 FEET) SOUTH-SOUTHWEST OF A LONE 24-INCH OAK TREE,
 CK2917'4.0 METERS (13.0 FEET) EAST-SOUTHEAST OF THE CROSS.
 CK2917'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2917
 CK2917                          STATION RECOVERY (2005)
 CK2917
 CK2917'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2917'STATION IS LOCATED 1.5 MI (2.41 KM) NORTHWEST OF ADAMS RUN, 14.0 MI
 CK2917'(22.53 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--JACKSONBORO BAPTIST
 CK2917'CHURCH, 14749 CHARLESTON HIGHWAY, JACKSONBORO, SC 29452, PHONE
 CK2917'843-893-3235. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2917'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 64 IN JACKSONBORO, GO NORTH
 CK2917'ON HIGHWAY 64 FOR 1.0 MI (1.61 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2917'LARGE WHITE GRANITE CROSS IN A RAISED BRICK PLANTER NEAR THE CENTER OF
 CK2917'THE CEMETERY FOR THE JACKSONBORO BAPTIST CHURCH. STATION IS A CONCRETE
 CK2917'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 2.7 FT (0.8 M)
 CK2917'EAST SOUTHEAST OF THE SOUTHEAST EDGE OF THE PLANTER, 12.4 FT (3.8 M)
 CK2917'SOUTHEAST OF THE LARGE GRANITE CROSS, 7.5 FT (2.3 M) NORTH NORTHWEST
 CK2917'OF THE CENTER OF A FIBERGLASS WATER METER COVER. RECOVERED BY T.
 CK2917'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2919 ***********************************************************************
 CK2919  DESIGNATION -  15 085
 CK2919  PID         -  CK2919
 CK2919  STATE/COUNTY-  SC/COLLETON
 CK2919  USGS QUAD   -  JACKSONBORO (1979)
 CK2919
 CK2919                         *CURRENT SURVEY CONTROL
 CK2919  ___________________________________________________________________
 CK2919* NAD 83(2001)-  32 46 27.90080(N)    080 27 38.77861(W)     ADJUSTED  
 CK2919* NAVD 88     -         8.990  (meters)      29.49   (feet)  ADJUSTED  
 CK2919  ___________________________________________________________________
 CK2919  X           -     889,606.783 (meters)                     COMP
 CK2919  Y           -  -5,293,812.479 (meters)                     COMP
 CK2919  Z           -   3,432,937.807 (meters)                     COMP
 CK2919  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 CK2919  ELLIP HEIGHT-         -22.98  (meters)          (05/04/06) GPS OBS
 CK2919  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 CK2919  DYNAMIC HT  -           8.980 (meters)      29.46  (feet)  COMP
 CK2919  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 CK2919
 CK2919  HORZ ORDER  -  FIRST
 CK2919  VERT ORDER  -  FIRST     CLASS II
 CK2919  ELLP ORDER  -  FOURTH    CLASS II
 CK2919
 CK2919.The horizontal coordinates were established by GPS observations
 CK2919.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK2919
 CK2919.The orthometric height was determined by differential leveling
 CK2919.and adjusted by the National Geodetic Survey in June 1991..
 CK2919
 CK2919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2919
 CK2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2919
 CK2919.The ellipsoidal height was determined by GPS observations
 CK2919.and is referenced to NAD 83.
 CK2919
 CK2919.The geoid height was determined by GEOID03.
 CK2919
 CK2919.The dynamic height is computed by dividing the NAVD 88
 CK2919.geopotential number by the normal gravity value computed on the
 CK2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2919.degrees latitude (g = 980.6199 gals.).
 CK2919
 CK2919.The modeled gravity was interpolated from observed gravity values.
 CK2919
 CK2919;                    North         East     Units Scale Factor Converg.
 CK2919;SPC SC       -   104,499.526   660,115.910   MT  0.99991464   +0 17 56.2
 CK2919;SPC SC       -   342,846.21  2,165,734.61   iFT  0.99991464   +0 17 56.2
 CK2919;UTM  17      - 3,626,407.874   550,500.554   MT  0.99963145   +0 17 30.9
 CK2919
 CK2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2919!SPC SC       -   1.00000361  x   0.99991464  =   0.99991825
 CK2919!UTM  17      -   1.00000361  x   0.99963145  =   0.99963506
 CK2919
 CK2919                          SUPERSEDED SURVEY CONTROL
 CK2919
 CK2919  NAD 83(2001)-  32 46 27.90165(N)    080 27 38.77851(W) AD(       ) 1
 CK2919  NAD 83(1995)-  32 46 27.90151(N)    080 27 38.77869(W) AD(       ) 1
 CK2919  ELLIP H (12/20/99)  -22.96   (m)                       GP(       ) 4 1
 CK2919  NAD 83(1986)-  32 46 27.91059(N)    080 27 38.78226(W) AD(       ) 1
 CK2919  NAD 27      -  32 46 27.27698(N)    080 27 39.41218(W) AD(       ) 1
 CK2919  NAVD 88 (05/04/06)    8.99   (m)           29.5    (f) LEVELING    3  
 CK2919  NGVD 29 (03/21/89)    9.278  (m)           30.44   (f) ADJUSTED    1 2
 CK2919
 CK2919.Superseded values are not recommended for survey control.
 CK2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2919.See file dsdata.txt to determine how the superseded data were derived.
 CK2919
 CK2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5050126408(NAD 83)
 CK2919_MARKER: DD = SURVEY DISK
 CK2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2919_SP_SET: CONCRETE POST
 CK2919_STAMPING: VERT 15 085 1983
 CK2919_MARK LOGO: SCGS  
 CK2919_PROJECTION: FLUSH
 CK2919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2919+STABILITY: SURFACE MOTION
 CK2919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2919+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK2919
 CK2919  HISTORY     - Date     Condition        Report By
 CK2919  HISTORY     - 1983     MONUMENTED       SCGS
 CK2919  HISTORY     - 1985     GOOD             SCGS
 CK2919  HISTORY     - 19870306 GOOD
 CK2919  HISTORY     - 19910515 GOOD             SCGS
 CK2919  HISTORY     - 19920309 GOOD             SCGS
 CK2919  HISTORY     - 20050823 GOOD             SCGS
 CK2919
 CK2919                          STATION DESCRIPTION
 CK2919
 CK2919'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2919'IN JACKSONBORO.
 CK2919'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2919'SET IN THE CENTER OF THE LARGEST MEDIAN AT THE INTERSECTION OF U.S.
 CK2919'HIGHWAY 17 AND STATE HIGHWAY 64 IN JACKSONBORO, 45.0 METERS (147.8
 CK2919'FEET) WEST-NORTHWEST OF POWER POLE NUMBER C7641, 22.9 METERS (75.3
 CK2919'FEET) NORTH OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 CK2919'17, 15.4 METERS (50.9 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF
 CK2919'STATE HIGHWAY 64 NORTH, 10.5 METERS (34.5 FEET) NORTHEAST OF THE
 CK2919'APPROXIMATE CENTER OF STATE HIGHWAY 64 SOUTH.
 CK2919
 CK2919                          STATION RECOVERY (1985)
 CK2919
 CK2919'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 (GRH)
 CK2919'THE STATION IS LOCATED AT JACKSONBORO, IN A LARGE GRASSY TRAFFIC
 CK2919'ISLAND, AT THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY 64.
 CK2919'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK2919'
 CK2919'TO REACH FROM THE NEW JACKSONBORO POST OFFICE, GO NORTHWEST ON
 CK2919'HIGHWAY 17 FOR 0.27 KM (0.15 MI) TO A FORK.  BEAR RIGHT, NORTHWEST,
 CK2919'ON HIGHWAY 64 FOR 0.06 KM (0.05 MI) TO THE STATION ON THE LEFT
 CK2919'(JUST BEFORE REACHING LANE ON LEFT FROM WHICH NORTHBOUND HIGHWAY 17
 CK2919'TRAFFIC TURNS ONTO HIGHWAY 64).
 CK2919'
 CK2919'STATION MARK, A SOUTH CAROLINA GEODETIC SURVEY ALL-PURPOSE DISK
 CK2919'STAMPED---VERT 15 085 1983---, IS SET IN THE TOP OF A ROUND
 CK2919'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 13.0 METERS SOUTH OF
 CK2919'THE EAST END OF A PIPE DRAIN UNDER A CROSSOVER LANE, 21.9 METERS
 CK2919'SOUTH OF THE NORTH TIP OF THE TRAFFIC ISLAND, 13.2 METERS SOUTHWEST
 CK2919'OF THE EAST CURB (ALONG NORTHBOUND HIGHWAY 64), 7.9 METERS NORTHEAST
 CK2919'OF THE WEST CURB (ALONG SOUTHBOUND HIGHWAY 64), 26.5 METERS
 CK2919'NORTHWEST OF THE JUNCTION OF THE CENTER OF HIGHWAY 17 WESTBOUND AND
 CK2919'HIGHWAY 64 SOUTHBOUND, AND 12.2 METERS SOUTHEAST OF THE NORTH CURB
 CK2919'OF THE ISLAND.
 CK2919'
 CK2919'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK2919
 CK2919                          STATION RECOVERY (1987)
 CK2919
 CK2919'RECOVERED 1987
 CK2919'RECOVERED IN GOOD CONDITION.
 CK2919
 CK2919                          STATION RECOVERY (1991)
 CK2919
 CK2919'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2919'STATION IS LOCATED AT THE LARGEST TRAFFIC ISLAND ON THE NORTHEAST SIDE
 CK2919'OF THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 64 IN
 CK2919'JACKSONBORO. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2919'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2919'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2919'HIGHWAYS, 42.3 FEET (12.9 M) SOUTH OF THE SOUTHEAST END OF A 12-INCH
 CK2919'CONCRETE PIPE CULVERT BENEATH A CROSSOVER LANE, 26.0 FEET (7.9 M)
 CK2919'NORTHEAST OF THE SOUTHWEST CURB OF THE TRAFFIC ISLAND, 42.7 FEET
 CK2919'(13.0 M) SOUTHWEST OF THE NORTHEAST CURB OF THE TRAFFIC ISLAND, 75.0
 CK2919'FEET (22.9 M) NORTH OF THE CENTER OF THE SOUTHBOUND LANES OF HIGHWAY
 CK2919'17.
 CK2919'RECOVERED BY T. HALL.
 CK2919
 CK2919                          STATION RECOVERY (1992)
 CK2919
 CK2919'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK2919'STATION IS LOCATED IN A TRAFFIC ISLAND AT THE JUNCTION OF U.S. HIGHWAY
 CK2919'17 AND STATE HIGHWAY 64 IN JACKSONBORO. OWNERSHIP--SCDHPT, DIRECTOR
 CK2919'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2919'803-737-1350.
 CK2919'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2919'HIGHWAY, 75.0 FEET (22.9 M) NORTH NORTHEAST OF THE CENTER OF THE
 CK2919'SOUTHBOUND LANES OF HIGHWAY 17, 25.0 FEET (7.6 M) SOUTHWEST OF THE
 CK2919'EXTENDED CENTER OF HIGHWAY 64, 147.5 FEET (45.0 M) WEST NORTHWEST OF
 CK2919'POWER POLE NUMBER 37641 WITH GUY WIRE AND TRANSFORMER, 42.0 FEET
 CK2919'(12.8 M) SOUTH OF THE SOUTHEAST END OF A 12-INCH CONCRETE PIPE
 CK2919'CULVERT BENEATH HIGHWAY 17 NORTH TO HIGHWAY 64 WEST CONNECTOR, 120.0
 CK2919'FEET (36.6 M) EAST OF THE EAST CORNER OF A 4-FOOT BY 4-FOOT CONCRETE
 CK2919'DRAIN COVER, 38.4 FEET (11.7 M) NORTH OF A WITNESS POST.
 CK2919'RECOVERED BY C.E. GEOGHEGAN.
 CK2919
 CK2919                          STATION RECOVERY (2005)
 CK2919
 CK2919'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2919'STATION IS LOCATED IN A LARGE GRASSY TRAFFIC ISLAND AT THE JUNCTION OF
 CK2919'U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 64 IN
 CK2919'JACKSONBORO. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 CK2919'LEVEL WITH THE HIGHWAYS, 42.4 FT (12.9 M) SOUTH OF THE SOUTHEAST END
 CK2919'OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH HIGHWAY 17 NORTH TO
 CK2919'HIGHWAY 64 WEST (CONNECTOR LANE), 37.5 FT (11.4 M) EAST OF THE WEST
 CK2919'CORNER OF THE CONCRETE CURB OF THE TRAFFIC ISLAND, 42.4 FT (12.9 M)
 CK2919'SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE CURB OF THE TRAFFIC
 CK2919'ISLAND AT HIGHWAY 64 WEST, 41.3 FT (12.6 M) NORTH OF A WITNESS POST.
 CK2919'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2920 ***********************************************************************
 CK2920  DESIGNATION -  15 086
 CK2920  PID         -  CK2920
 CK2920  STATE/COUNTY-  SC/COLLETON
 CK2920  USGS QUAD   -  JACKSONBORO (1979)
 CK2920
 CK2920                         *CURRENT SURVEY CONTROL
 CK2920  ___________________________________________________________________
 CK2920* NAD 83(1986)-  32 46 12.     (N)    080 27 15.     (W)     SCALED    
 CK2920* NAVD 88     -         6.750  (meters)      22.15   (feet)  ADJUSTED  
 CK2920  ___________________________________________________________________
 CK2920  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK2920  DYNAMIC HT  -           6.743 (meters)      22.12  (feet)  COMP
 CK2920  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 CK2920
 CK2920  VERT ORDER  -  FIRST     CLASS II
 CK2920
 CK2920.The horizontal coordinates were scaled from a topographic map and have
 CK2920.an estimated accuracy of +/- 6 seconds.
 CK2920
 CK2920.The orthometric height was determined by differential leveling
 CK2920.and adjusted by the National Geodetic Survey in June 1991..
 CK2920.WARNING-Repeat measurements at this control monument indicate possible
 CK2920.vertical movement.
 CK2920
 CK2920.The geoid height was determined by GEOID03.
 CK2920
 CK2920.The dynamic height is computed by dividing the NAVD 88
 CK2920.geopotential number by the normal gravity value computed on the
 CK2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2920.degrees latitude (g = 980.6199 gals.).
 CK2920
 CK2920.The modeled gravity was interpolated from observed gravity values.
 CK2920
 CK2920;                    North         East    Units  Estimated Accuracy
 CK2920;SPC SC       -   104,010.      660,740.      MT  (+/- 180 meters Scaled)
 CK2920
 CK2920                          SUPERSEDED SURVEY CONTROL
 CK2920
 CK2920  NGVD 29 (03/21/89)    7.038  (m)           23.09   (f) ADJUSTED    1 2
 CK2920
 CK2920.Superseded values are not recommended for survey control.
 CK2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2920.See file dsdata.txt to determine how the superseded data were derived.
 CK2920
 CK2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS511259(NAD 83)
 CK2920_MARKER: DD = SURVEY DISK
 CK2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2920_SP_SET: CONCRETE POST
 CK2920_STAMPING: VERT 15 086 1983
 CK2920_MARK LOGO: SCGS  
 CK2920_PROJECTION: RECESSED 5 CENTIMETERS
 CK2920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2920+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK2920
 CK2920  HISTORY     - Date     Condition        Report By
 CK2920  HISTORY     - 1983     MONUMENTED       SCGS
 CK2920  HISTORY     - 20050823 GOOD             SCGS
 CK2920
 CK2920                          STATION DESCRIPTION
 CK2920
 CK2920'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2920'IN JACKSONBORO.
 CK2920'0.7 KILOMETER (0.45 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK2920'JUNCTION OF STATE HIGHWAY 64 IN JACKSONBORO, SET NEAR A POWER POLE IN
 CK2920'THE SOUTHEAST ANGLE OF THE INTERSECTION WITH COUNTY ROAD S-15-30,
 CK2920'8.8 METERS (29.0 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE NORTH
 CK2920'BOUND LANE OF U.S. HIGHWAY 17, 13.5 METERS (44.4 FEET) NORTH-NORTHWEST
 CK2920'OF THE NORTHWEST CORNER OF A LARGE WOODEN BUILDING (AN OLD CHURCH OR
 CK2920'SCHOOL), 7.2 METERS (23.5 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 CK2920'CENTER OF THE COUNTY ROAD, 2.9 METERS (9.5 FEET) SOUTH-SOUTHEAST OF
 CK2920'THE POWER POLE.
 CK2920'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2920
 CK2920                          STATION RECOVERY (2005)
 CK2920
 CK2920'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2920'STATION IS LOCATED IN JACKSONBORO, 15.5 MI (24.94 KM) SOUTHEAST OF
 CK2920'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2920'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM
 CK2920'THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY
 CK2920'64 IN JACKSONBORO, GO EAST ON HIGHWAY 17 FOR 0.45 MI (0.72 KM) TO THE
 CK2920'STATION ON THE RIGHT NEAR A POWER POLE IN THE SOUTH ANGLE OF THE
 CK2920'JUNCTION OF STATE ROAD 30 (HOPE PLANTATION LANE) RIGHT. STATION IS A
 CK2920'CONCRETE POST RECESSED 0.2 FT (0.1 M) AND 0.5 FT (0.2 M) ABOVE THE
 CK2920'HIGHWAY, 29.6 FT (9.0 M) SOUTHWEST OF THE SOUTH BOUND LANES OF THE
 CK2920'HIGHWAY, 22.5 FT (6.9 M) EAST OF THE CENTER OF THE ROAD, 12.6 FT (3.8
 CK2920'M) SOUTHWEST OF THE WEST CORNER OF A METAL DRAIN GRATE SET INTO A
 CK2920'DRAIN BASIN OF THE HIGHWAY, 7.3 FT (2.2 M) SOUTH OF THE POWER POLE
 CK2920'NUMBER 357002, 44.3 FT (108827.9 M) NORTH NORTHWEST OF THE NORTH
 CK2920'CORNER OF THE WESLEY U.M.  CHURCH, 7.7 FT (2.3 M) SOUTH OF A WITNESS
 CK2920'POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2929 ***********************************************************************
 CK2929  DESIGNATION -  15 087
 CK2929  PID         -  CK2929
 CK2929  STATE/COUNTY-  SC/COLLETON
 CK2929  USGS QUAD   -  GREEN POND (1988)
 CK2929
 CK2929                         *CURRENT SURVEY CONTROL
 CK2929  ___________________________________________________________________
 CK2929* NAD 83(1986)-  32 43 13.     (N)    080 36 36.     (W)     SCALED    
 CK2929* NAVD 88     -         6.104  (meters)      20.03   (feet)  ADJUSTED  
 CK2929  ___________________________________________________________________
 CK2929  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2929  DYNAMIC HT  -           6.098 (meters)      20.01  (feet)  COMP
 CK2929  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 CK2929
 CK2929  VERT ORDER  -  FIRST     CLASS II
 CK2929
 CK2929.The horizontal coordinates were scaled from a topographic map and have
 CK2929.an estimated accuracy of +/- 6 seconds.
 CK2929
 CK2929.The orthometric height was determined by differential leveling
 CK2929.and adjusted by the National Geodetic Survey in June 1991..
 CK2929
 CK2929.The geoid height was determined by GEOID03.
 CK2929
 CK2929.The dynamic height is computed by dividing the NAVD 88
 CK2929.geopotential number by the normal gravity value computed on the
 CK2929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2929.degrees latitude (g = 980.6199 gals.).
 CK2929
 CK2929.The modeled gravity was interpolated from observed gravity values.
 CK2929
 CK2929;                    North         East    Units  Estimated Accuracy
 CK2929;SPC SC       -    98,430.      646,160.      MT  (+/- 180 meters Scaled)
 CK2929
 CK2929                          SUPERSEDED SURVEY CONTROL
 CK2929
 CK2929  NGVD 29 (03/21/89)    6.383  (m)           20.94   (f) ADJUSTED    1 2
 CK2929
 CK2929.Superseded values are not recommended for survey control.
 CK2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2929.See file dsdata.txt to determine how the superseded data were derived.
 CK2929
 CK2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS365203(NAD 83)
 CK2929_MARKER: DD = SURVEY DISK
 CK2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2929_SP_SET: CONCRETE POST
 CK2929_STAMPING: VERT 15 087 1983
 CK2929_MARK LOGO: SCGS  
 CK2929_PROJECTION: FLUSH
 CK2929_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2929+STABILITY: SURFACE MOTION
 CK2929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2929+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2929
 CK2929  HISTORY     - Date     Condition        Report By
 CK2929  HISTORY     - 1983     MONUMENTED       SCGS
 CK2929  HISTORY     - 19940719 GOOD             SCGS
 CK2929  HISTORY     - 20050920 GOOD             SCGS
 CK2929
 CK2929                          STATION DESCRIPTION
 CK2929
 CK2929'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2929'1.3 KM (0.8 MI) SOUTH FROM GREEN POND.
 CK2929'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK2929'OFFICE IN GREEN POND, SET NEAR A TELEPHONE JUNCTION BOX, 9.9 METERS
 CK2929'(32.6 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.3
 CK2929'METERS (24.0 FEET) NORTH-NORTHEAST OF A LONE 60 PINE TREE, 0.6 METER
 CK2929'(2.0 FEET) EAST-SOUTHEAST OF THE TELEPHONE JUNCTION BOX NUMBER 1013
 CK2929'WITH A WITNESS SIGN ATTACHED.
 CK2929'THE MARK IS 0.90 M BELOW HIGHWAY.
 CK2929
 CK2929                          STATION RECOVERY (1994)
 CK2929
 CK2929'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2929'STATION IS LOCATED 0.85 MILE (1.37 KM) SOUTH SOUTHEAST OF GREEN POND.
 CK2929'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2929'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2929'JUNCTION OF STATE HIGHWAY 303 AND U.S.  HIGHWAY 17, 1.45 MILES (2.33
 CK2929'KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTH ON HIGHWAY 303 FOR 0.6
 CK2929'MILE (1.0 KM) TO THE STATION ON THE RIGHT NEAR A TELEPHONE JUNCTION
 CK2929'BOX.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.5
 CK2929'FEET (0.5 M) BELOW THE HIGHWAY, 32.5 FEET (9.9 M) EAST OF THE CENTER
 CK2929'OF THE HIGHWAY, 2.1 FEET (0.6 M) EAST SOUTHEAST OF THE TELEPHONE
 CK2929'JUNCTION BOX SUPPORT POST 10/13/A/94R/125/3 WITH A WITNESS SIGN
 CK2929'ATTACHED, 102.9 FEET (31.4 M) SOUTHEAST OF A POWER POLE NUMBER 162056.
 CK2929'RECOVERED BY R.W.  ROBERTS.
 CK2929
 CK2929                          STATION RECOVERY (2005)
 CK2929
 CK2929'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2929'STATION IS LOCATED 0.8 MI (1.29 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK2929'13.1 MI (21.08 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK2929'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2929'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2929'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK2929'1.35 MI (2.17 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTH ON HIGHWAY
 CK2929'303 FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT NEAR A TELEPHONE
 CK2929'JUNCTION BOX. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 CK2929'FT (0.2 M) BELOW THE HIGHWAY, 32.8 FT (10.0 M) EAST OF THE CENTER OF
 CK2929'THE HIGHWAY, 3.0 FT (0.9 M) EAST SOUTHEAST OF THE TELEPHONE JUNCTION
 CK2929'BOX A/94R/12S/3, 2.3 FT (0.7 M) EAST SOUTHEAST OF A TELEPHONE JUNCTION
 CK2929'BOX SUPPORT POST NUMBER 0/13 WITH A NGS WITNESS POST SIGN ATTACHED,
 CK2929'23.8 FT (7.3 M) NORTH NORTHWEST OF A 3.5-FOOT PINE TREE, 61.4 FT (18.7
 CK2929'M) SOUTH OF A POWER LINE STUB POLE NUMBER 483365 WITH GUY WIRE.
 CK2929'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2930 ***********************************************************************
 CK2930  DESIGNATION -  15 088
 CK2930  PID         -  CK2930
 CK2930  STATE/COUNTY-  SC/COLLETON
 CK2930  USGS QUAD   -  GREEN POND (1988)
 CK2930
 CK2930                         *CURRENT SURVEY CONTROL
 CK2930  ___________________________________________________________________
 CK2930* NAD 83(1986)-  32 42 45.     (N)    080 36 27.     (W)     SCALED    
 CK2930* NAVD 88     -         7.853  (meters)      25.76   (feet)  ADJUSTED  
 CK2930  ___________________________________________________________________
 CK2930  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2930  DYNAMIC HT  -           7.845 (meters)      25.74  (feet)  COMP
 CK2930  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 CK2930
 CK2930  VERT ORDER  -  FIRST     CLASS II
 CK2930
 CK2930.The horizontal coordinates were scaled from a topographic map and have
 CK2930.an estimated accuracy of +/- 6 seconds.
 CK2930
 CK2930.The orthometric height was determined by differential leveling
 CK2930.and adjusted by the National Geodetic Survey in June 1991..
 CK2930
 CK2930.The geoid height was determined by GEOID03.
 CK2930
 CK2930.The dynamic height is computed by dividing the NAVD 88
 CK2930.geopotential number by the normal gravity value computed on the
 CK2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2930.degrees latitude (g = 980.6199 gals.).
 CK2930
 CK2930.The modeled gravity was interpolated from observed gravity values.
 CK2930
 CK2930;                    North         East    Units  Estimated Accuracy
 CK2930;SPC SC       -    97,570.      646,400.      MT  (+/- 180 meters Scaled)
 CK2930
 CK2930                          SUPERSEDED SURVEY CONTROL
 CK2930
 CK2930  NGVD 29 (03/21/89)    8.132  (m)           26.68   (f) ADJUSTED    1 2
 CK2930
 CK2930.Superseded values are not recommended for survey control.
 CK2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2930.See file dsdata.txt to determine how the superseded data were derived.
 CK2930
 CK2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS367194(NAD 83)
 CK2930_MARKER: DD = SURVEY DISK
 CK2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2930_SP_SET: CONCRETE POST
 CK2930_STAMPING: VERT 15 088 1983
 CK2930_MARK LOGO: SCGS  
 CK2930_PROJECTION: RECESSED 3 CENTIMETERS
 CK2930_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2930+STABILITY: SURFACE MOTION
 CK2930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2930+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 CK2930
 CK2930  HISTORY     - Date     Condition        Report By
 CK2930  HISTORY     - 1983     MONUMENTED       SCGS
 CK2930  HISTORY     - 19940718 GOOD             SCGS
 CK2930  HISTORY     - 20050706 GOOD             SCGS
 CK2930
 CK2930                          STATION DESCRIPTION
 CK2930
 CK2930'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2930'2.2 KM (1.4 MI) SOUTH FROM GREEN POND.
 CK2930'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2930'POST OFFICE IN GREEN POND, SET NEAR A POWER POLE IN THE NORTHEAST
 CK2930'ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 17, 28.3 METERS (93.0 FEET)
 CK2930'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE MEDIAN IN THE CENTER
 CK2930'OF U.S. HIGHWAY 17, 27.4 METERS (90.0 FEET) SOUTH-SOUTHWEST OF THE
 CK2930'SOUTHWEST CORNER OF A ONE-STORY WOOD BUILDING, 9.8 METERS (32.0 FEET)
 CK2930'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 303 NORTH,
 CK2930'1.4 METERS (4.5 FEET) SOUTH-SOUTHEAST OF THE POWER POLE 252883.
 CK2930'THE MARK IS 1.30 METERS  WSW FROM A WITNESS POST.
 CK2930'THE MARK IS 0.30 M ABOVE HIGHWAY 303.
 CK2930
 CK2930                          STATION RECOVERY (1994)
 CK2930
 CK2930'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2930'STATION IS LOCATED NEAR A POWER POLE IN THE FRONT YARD OF A WOOD HOUSE
 CK2930'(ISLAND MARINE) IN THE NORTH ANGLE OF THE JUNCTION OF U.S.  HIGHWAY 17
 CK2930'AND STATE HIGHWAY 303, 1.45 MILES (2.33 KM) SOUTH SOUTHEAST OF GREEN
 CK2930'POND.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2930'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 CK2930'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH HIGHWAY 17, 4.4 FEET (1.3 M)
 CK2930'SOUTH SOUTHEAST OF A POWER POLE NUMBER 252883 WITH A TRANSFORMER, 92.8
 CK2930'FEET (28.3 M) WEST NORTHWEST OF THE CENTER OF HIGHWAY 17, 85.9 FEET
 CK2930'(26.2 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST BRICK
 CK2930'ENTRANCE WALL FOR FRONT PORCH OF WOOD HOUSE, 22.2 FEET (6.8 M) NORTH
 CK2930'NORTHEAST OF THE NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 CK2930'BENEATH HIGHWAY 303 ACCESS ROAD, 2.6 FEET (0.8 M) WEST OF A WITNESS
 CK2930'POST.  RECOVERED BY R.W.  ROBERTS.
 CK2930
 CK2930                          STATION RECOVERY (2005)
 CK2930
 CK2930'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2930'STATION IS LOCATED NEAR A POWER POLE IN THE FRONT YARD OF A WOOD FRAME
 CK2930'GAS STATION (TEXACO) IN THE NORTH ANGLE OF THE JUNCTION OF U.S.
 CK2930'HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND
 CK2930'HIGHWAY), 1.35 MI (2.25 KM) SOUTH SOUTHEAST OF GREEN POND, 13.7 MI
 CK2930'(22.05 KM) SOUTH-SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK2930'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2930'803-737-1350. STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL
 CK2930'WITH THE HIGHWAY, 31.5 FT (9.6 M) EAST OF THE NORTH BOUND LANES OF
 CK2930'HIGHWAY 303, 91.5 FT (120.2 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 CK2930'CONCRETE MEDIAN OF HIGHWAY 17, 22.3 FT (12.0 M) NORTH NORTHEAST OF THE
 CK2930'NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH HIGHWAY 303,
 CK2930'4.7 FT (93.8 M) SOUTH SOUTHEAST OF THE POWER POLE NUMBER 252883 WITH
 CK2930'TRANSFORMER, 84.3 FT (25.7 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER
 CK2930'OF THE WEST BRICK PILLAR FOR THE FRONT PORCH OF THE STATION, 2.6 FT
 CK2930'(0.8 M) WEST OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2932 ***********************************************************************
 CK2932  DESIGNATION -  15 089
 CK2932  PID         -  CK2932
 CK2932  STATE/COUNTY-  SC/COLLETON
 CK2932  USGS QUAD   -  GREEN POND (1988)
 CK2932
 CK2932                         *CURRENT SURVEY CONTROL
 CK2932  ___________________________________________________________________
 CK2932* NAD 83(1986)-  32 41 47.     (N)    080 37 23.     (W)     SCALED    
 CK2932* NAVD 88     -         5.175  (meters)      16.98   (feet)  ADJUSTED  
 CK2932  ___________________________________________________________________
 CK2932  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2932  DYNAMIC HT  -           5.170 (meters)      16.96  (feet)  COMP
 CK2932  MODELED GRAV-     979,543.0   (mgal)                       NAVD 88
 CK2932
 CK2932  VERT ORDER  -  FIRST     CLASS II
 CK2932
 CK2932.The horizontal coordinates were scaled from a topographic map and have
 CK2932.an estimated accuracy of +/- 6 seconds.
 CK2932
 CK2932.The orthometric height was determined by differential leveling
 CK2932.and adjusted by the National Geodetic Survey in June 1991..
 CK2932
 CK2932.The geoid height was determined by GEOID03.
 CK2932
 CK2932.The dynamic height is computed by dividing the NAVD 88
 CK2932.geopotential number by the normal gravity value computed on the
 CK2932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2932.degrees latitude (g = 980.6199 gals.).
 CK2932
 CK2932.The modeled gravity was interpolated from observed gravity values.
 CK2932
 CK2932;                    North         East    Units  Estimated Accuracy
 CK2932;SPC SC       -    95,780.      644,950.      MT  (+/- 180 meters Scaled)
 CK2932
 CK2932                          SUPERSEDED SURVEY CONTROL
 CK2932
 CK2932  NGVD 29 (03/21/89)    5.454  (m)           17.89   (f) ADJUSTED    1 2
 CK2932
 CK2932.Superseded values are not recommended for survey control.
 CK2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2932.See file dsdata.txt to determine how the superseded data were derived.
 CK2932
 CK2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS353176(NAD 83)
 CK2932_MARKER: DB = BENCH MARK DISK
 CK2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2932_SP_SET: CONCRETE POST
 CK2932_STAMPING: VERT 15 089 1983
 CK2932_MARK LOGO: SCGS  
 CK2932_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2932
 CK2932  HISTORY     - Date     Condition        Report By
 CK2932  HISTORY     - 1983     MONUMENTED       SCGS
 CK2932  HISTORY     - 20050706 MARK NOT FOUND   SCGS
 CK2932
 CK2932                          STATION DESCRIPTION
 CK2932
 CK2932'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2932'4.0 KM (2.5 MI) SW FROM GREEN POND.
 CK2932'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2932'POST OFFICE IN GREEN POND, THENCE 2.1 KILOMETERS (1.35 MILES)
 CK2932'SOUTHWEST ALONG U.S. HIGHWAY 17, SET NEAR A POWER POLE, 11.1 METERS
 CK2932'(36.8 FEET) SOUTH-SOUTHEAST OF A 24-INCH BLAZED PINE TREE, 16.8 METERS
 CK2932'(55.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.3 METERS
 CK2932'(4.5 FEET) EAST-NORTHEAST OF POWER POLE NUMBER 162057.
 CK2932'THE MARK IS 1.30 METERS  SSW FROM A WITNESS POST.
 CK2932'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2932
 CK2932                          STATION RECOVERY (2005)
 CK2932
 CK2932'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2932'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2988 ***********************************************************************
 CK2988  DESIGNATION -  15 090
 CK2988  PID         -  CK2988
 CK2988  STATE/COUNTY-  SC/COLLETON
 CK2988  USGS QUAD   -  WHITE HALL (1988)
 CK2988
 CK2988                         *CURRENT SURVEY CONTROL
 CK2988  ___________________________________________________________________
 CK2988* NAD 83(1986)-  32 39 41.     (N)    080 38 27.     (W)     SCALED    
 CK2988* NAVD 88     -         5.292  (meters)      17.36   (feet)  ADJUSTED  
 CK2988  ___________________________________________________________________
 CK2988  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2988  DYNAMIC HT  -           5.286 (meters)      17.34  (feet)  COMP
 CK2988  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CK2988
 CK2988  VERT ORDER  -  FIRST     CLASS II
 CK2988
 CK2988.The horizontal coordinates were scaled from a topographic map and have
 CK2988.an estimated accuracy of +/- 6 seconds.
 CK2988
 CK2988.The orthometric height was determined by differential leveling
 CK2988.and adjusted by the National Geodetic Survey in June 1991..
 CK2988
 CK2988.The geoid height was determined by GEOID03.
 CK2988
 CK2988.The dynamic height is computed by dividing the NAVD 88
 CK2988.geopotential number by the normal gravity value computed on the
 CK2988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2988.degrees latitude (g = 980.6199 gals.).
 CK2988
 CK2988.The modeled gravity was interpolated from observed gravity values.
 CK2988
 CK2988;                    North         East    Units  Estimated Accuracy
 CK2988;SPC SC       -    91,890.      643,290.      MT  (+/- 180 meters Scaled)
 CK2988
 CK2988                          SUPERSEDED SURVEY CONTROL
 CK2988
 CK2988  NGVD 29 (03/21/89)    5.570  (m)           18.27   (f) ADJUSTED    1 2
 CK2988
 CK2988.Superseded values are not recommended for survey control.
 CK2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2988.See file dsdata.txt to determine how the superseded data were derived.
 CK2988
 CK2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS336138(NAD 83)
 CK2988_MARKER: DD = SURVEY DISK
 CK2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2988_SP_SET: CONCRETE POST
 CK2988_STAMPING: VERT 15 090 1984
 CK2988_MARK LOGO: SCGS  
 CK2988_PROJECTION: FLUSH
 CK2988_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2988+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 CK2988
 CK2988  HISTORY     - Date     Condition        Report By
 CK2988  HISTORY     - 1984     MONUMENTED       SCGS
 CK2988  HISTORY     - 20050706 GOOD             SCGS
 CK2988
 CK2988                          STATION DESCRIPTION
 CK2988
 CK2988'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2988'8.0 KM (5.0 MI) SSW FROM GREEN POND.
 CK2988'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2988'GREEN POND POST OFFICE, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST
 CK2988'ALONG U.S. HIGHWAY 17, THENCE 1.1 KILOMETERS (0.7 MILE) SOUTHERLY
 CK2988'ALONG COUNTY ROAD S-15-162, SET IN THE SOUTHEAST ANGLE OF THE
 CK2988'INTERSECTION OF COUNTY ROAD S-15-163 NEAR A 10-INCH BLAZED OAK TREE AT
 CK2988'THE WOODS EDGE, 4.0 METERS (13.0 FEET) WEST-NORTHWEST OF THE 10-INCH
 CK2988'BLAZED OAK TREE, 9.1 METERS (30.0 FEET) SOUTH-SOUTHWEST OF A 24-INCH
 CK2988'BLAZED PINE TREE, 17.5 METERS (57.5 FEET) SOUTHEAST OF THE CENTERLINE
 CK2988'OF COUNTY ROAD S-15-163, 22.3 METERS (73.0 FEET) NORTHEAST OF THE
 CK2988'CENTERLINE OF COUNTY ROAD S-15-162.
 CK2988'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 CK2988'THE MARK IS 0.90 M ABOVE COUNTY ROADS.
 CK2988
 CK2988                          STATION RECOVERY (2005)
 CK2988
 CK2988'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2988'STATION IS LOCATED 4.6 MI (7.4 KM) SOUTH SOUTHWEST OF GREEN POND, 16.4
 CK2988'MI (26.39 KM) SOUTH OF WALTERBORO.  OWNERSHIP--LONNIE CANNON, 715
 CK2988'WIGGINS ROAD, GREEN POND, SC 29446. TO REACH THE STATION FROM THE
 CK2988'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK2988'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK2988'GO SOUTHWEST ON HIGHWAY 17 FOR 3.95 MI (6.36 KM) TO THE JUNCTION OF
 CK2988'STATE ROAD 162 (WIGGINS ROAD), TURN LEFT ON ROAD 162 FOR 0.7 MI (1.13
 CK2988'KM) TO THE STATION ON THE LEFT BEHIND A WOOD FENCE FOR A MOBILE HOME
 CK2988'NUMBER 715 IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD 163
 CK2988'(HICKORY HILL ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 CK2988'AND 2.5 FT (0.8 M) ABOVE ROAD 163, 73.0 FT (71.9 M) NORTHEAST OF THE
 CK2988'CENTER OF ROAD 162, 57.5 FT (66.9 M) SOUTH SOUTHEAST OF THE CENTER OF
 CK2988'ROAD 163, 13.2 FT (53.7 M) WEST NORTHWEST OF A 1.2-FOOT OAK TREE WITH
 CK2988'A SCGS REFERENCE WASHER ATTACHED, 45.2 FT (13.8 M) NORTH NORTHEAST OF
 CK2988'A WOOD FENCE END POST, 6.5 FT (2.0 M) EAST SOUTHEAST OF THE FENCE
 CK2988'LINE, 2.0 FT (0.6 M) WEST SOUTHWEST OF A WITNESS POST. RECOVERED BY
 CK2988'R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2989 ***********************************************************************
 CK2989  DESIGNATION -  15 091
 CK2989  PID         -  CK2989
 CK2989  STATE/COUNTY-  SC/COLLETON
 CK2989  USGS QUAD   -  WHITE HALL (1988)
 CK2989
 CK2989                         *CURRENT SURVEY CONTROL
 CK2989  ___________________________________________________________________
 CK2989* NAD 83(1986)-  32 39 03.     (N)    080 38 11.     (W)     SCALED    
 CK2989* NAVD 88     -         6.074  (meters)      19.93   (feet)  ADJUSTED  
 CK2989  ___________________________________________________________________
 CK2989  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2989  DYNAMIC HT  -           6.067 (meters)      19.90  (feet)  COMP
 CK2989  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 CK2989
 CK2989  VERT ORDER  -  FIRST     CLASS II
 CK2989
 CK2989.The horizontal coordinates were scaled from a topographic map and have
 CK2989.an estimated accuracy of +/- 6 seconds.
 CK2989
 CK2989.The orthometric height was determined by differential leveling
 CK2989.and adjusted by the National Geodetic Survey in June 1991..
 CK2989
 CK2989.The geoid height was determined by GEOID03.
 CK2989
 CK2989.The dynamic height is computed by dividing the NAVD 88
 CK2989.geopotential number by the normal gravity value computed on the
 CK2989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2989.degrees latitude (g = 980.6199 gals.).
 CK2989
 CK2989.The modeled gravity was interpolated from observed gravity values.
 CK2989
 CK2989;                    North         East    Units  Estimated Accuracy
 CK2989;SPC SC       -    90,720.      643,710.      MT  (+/- 180 meters Scaled)
 CK2989
 CK2989                          SUPERSEDED SURVEY CONTROL
 CK2989
 CK2989  NGVD 29 (03/21/89)    6.352  (m)           20.84   (f) ADJUSTED    1 2
 CK2989
 CK2989.Superseded values are not recommended for survey control.
 CK2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2989.See file dsdata.txt to determine how the superseded data were derived.
 CK2989
 CK2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS341126(NAD 83)
 CK2989_MARKER: DD = SURVEY DISK
 CK2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2989_SP_SET: CONCRETE POST
 CK2989_STAMPING: VERT 15 091 1984
 CK2989_MARK LOGO: SCGS  
 CK2989_PROJECTION: RECESSED 5 CENTIMETERS
 CK2989_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2989+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 CK2989
 CK2989  HISTORY     - Date     Condition        Report By
 CK2989  HISTORY     - 1984     MONUMENTED       SCGS
 CK2989  HISTORY     - 20050706 GOOD             SCGS
 CK2989
 CK2989                          STATION DESCRIPTION
 CK2989
 CK2989'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2989'9.3 KM (5.8 MI) SSW FROM GREEN POND.
 CK2989'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2989'GREEN POND POST OFFICE, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST
 CK2989'ALONG U.S. HIGHWAY 17, THENCE 2.5 KILOMETERS (1.55 MILES) SOUTHERLY
 CK2989'ALONG COUNTY ROAD S-15-162, SET NEAR A LARGE TWIN TRUNK OAK TREE IN
 CK2989'THE VEE OF A REVERSE FORK RIGHT (SAND DRIVE TO A ENTRANCE OF A LARGE
 CK2989'FARM), 4.3 METERS (14.0 FEET) WEST-NORTHWEST OF THE TWIN TRUNK OAK
 CK2989'TREE, 4.4 METERS (14.5 FEET) NORTH-NORTHEAST OF A 16-INCH LIVE OAK
 CK2989'TREE, 9.3 METERS (30.7 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER
 CK2989'OF THE SAND DRIVE, 12.5 METERS (41.0 FEET) WEST-SOUTHWEST OF THE
 CK2989'CENTERLINE OF COUNTY ROAD S-15-162.
 CK2989'THE MARK IS 0.30 M BELOW COUNTY ROAD S-15-162.
 CK2989
 CK2989                          STATION RECOVERY (2005)
 CK2989
 CK2989'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2989'STATION IS LOCATED 5.7 MI (9.17 KM) SOUTH SOUTHWEST OF GREEN POND,
 CK2989'17.5 MI (28.16 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2989'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2989'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM)
 CK2989'SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 3.95 MI
 CK2989'(6.36 KM) TO THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), TURN LEFT
 CK2989'ON ROAD 162 FOR 1.55 MI (2.49 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2989'LIVE OAK TREE IN THE NORTHWEST ANGLE OF A SAND ROAD FORK. STATION IS A
 CK2989'CONCRETE POST RECESSED 0.2 FT (0.1 M) AND 1.0 FT (0.3 M) BELOW ROAD
 CK2989'162, 40.5 FT (61.7 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 31.5
 CK2989'FT (9.6 M) NORTHEAST OF THE CENTER OF THE SAND ROAD, 14.7 FT (4.5 M)
 CK2989'NORTH NORTHEAST OF THE 2.5-FOOT LIVE OAK TREE WITH A SCGS REFERENCE
 CK2989'WASHER ATTACHED, 60.4 FT (18.4 M) NORTHEAST OF A 2.2-FOOT LAUREL TREE
 CK2989'WITH A SCGS REFERENCE WASHER ATTACHED. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2990 ***********************************************************************
 CK2990  DESIGNATION -  15 092
 CK2990  PID         -  CK2990
 CK2990  STATE/COUNTY-  SC/COLLETON
 CK2990  USGS QUAD   -  WHITE HALL (1988)
 CK2990
 CK2990                         *CURRENT SURVEY CONTROL
 CK2990  ___________________________________________________________________
 CK2990* NAD 83(1986)-  32 38 21.     (N)    080 37 43.     (W)     SCALED    
 CK2990* NAVD 88     -         6.356  (meters)      20.85   (feet)  ADJUSTED  
 CK2990  ___________________________________________________________________
 CK2990  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2990  DYNAMIC HT  -           6.349 (meters)      20.83  (feet)  COMP
 CK2990  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CK2990
 CK2990  VERT ORDER  -  FIRST     CLASS II
 CK2990
 CK2990.The horizontal coordinates were scaled from a topographic map and have
 CK2990.an estimated accuracy of +/- 6 seconds.
 CK2990
 CK2990.The orthometric height was determined by differential leveling
 CK2990.and adjusted by the National Geodetic Survey in June 1991..
 CK2990
 CK2990.The geoid height was determined by GEOID03.
 CK2990
 CK2990.The dynamic height is computed by dividing the NAVD 88
 CK2990.geopotential number by the normal gravity value computed on the
 CK2990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2990.degrees latitude (g = 980.6199 gals.).
 CK2990
 CK2990.The modeled gravity was interpolated from observed gravity values.
 CK2990
 CK2990;                    North         East    Units  Estimated Accuracy
 CK2990;SPC SC       -    89,430.      644,450.      MT  (+/- 180 meters Scaled)
 CK2990
 CK2990                          SUPERSEDED SURVEY CONTROL
 CK2990
 CK2990  NGVD 29 (03/21/89)    6.634  (m)           21.77   (f) ADJUSTED    1 2
 CK2990
 CK2990.Superseded values are not recommended for survey control.
 CK2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2990.See file dsdata.txt to determine how the superseded data were derived.
 CK2990
 CK2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS348113(NAD 83)
 CK2990_MARKER: DB = BENCH MARK DISK
 CK2990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2990_SP_SET: CONCRETE POST
 CK2990_STAMPING: VERT 15 092 1984
 CK2990_MARK LOGO: SCGS  
 CK2990_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2990
 CK2990  HISTORY     - Date     Condition        Report By
 CK2990  HISTORY     - 1984     MONUMENTED       SCGS
 CK2990  HISTORY     - 20050706 MARK NOT FOUND   SCGS
 CK2990
 CK2990                          STATION DESCRIPTION
 CK2990
 CK2990'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2990'10.8 KM (6.7 MI) SSW FROM GREEN POND.
 CK2990'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2990'GREEN POND POST OFFICE, 6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG
 CK2990'U.S. HIGHWAY 17, THENCE 3.95 KILOMETERS (2.45 MILES) SOUTHERLY ALONG
 CK2990'COUNTY ROAD S-15-162, SET NEAR TWO BLAZED PINE TREES AT THE WEST EDGE
 CK2990'OF A FIELD, 3.2 METERS (10.5 FEET) NORTH-NORTHEAST OF THE 36-INCH
 CK2990'BLAZED PINE TREE, 4.0 METERS (13.0 FEET) SOUTH-SOUTHWEST OF THE
 CK2990'24-INCH BLAZED PINE TREE, 10.4 METERS (34.0 FEET) EAST-SOUTHEAST OF
 CK2990'THE CENTERLINE OF THE COUNTY ROAD, 39.6 METERS (130.0 FEET)
 CK2990'SOUTH-SOUTHWEST OF TELEPHONE JUNCTION BOX NUMBER B72.
 CK2990'THE MARK IS 0.50 METERS  W FROM A WITNESS POST.
 CK2990'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-15-162.
 CK2990
 CK2990                          STATION RECOVERY (2005)
 CK2990
 CK2990'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2990'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2991 ***********************************************************************
 CK2991  DESIGNATION -  15 093
 CK2991  PID         -  CK2991
 CK2991  STATE/COUNTY-  SC/COLLETON
 CK2991  USGS QUAD   -  GREEN POND (1988)
 CK2991
 CK2991                         *CURRENT SURVEY CONTROL
 CK2991  ___________________________________________________________________
 CK2991* NAD 83(1986)-  32 37 57.     (N)    080 35 44.     (W)     SCALED    
 CK2991* NAVD 88     -         7.075  (meters)      23.21   (feet)  ADJUSTED  
 CK2991  ___________________________________________________________________
 CK2991  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 CK2991  DYNAMIC HT  -           7.067 (meters)      23.19  (feet)  COMP
 CK2991  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 CK2991
 CK2991  VERT ORDER  -  FIRST     CLASS II
 CK2991
 CK2991.The horizontal coordinates were scaled from a topographic map and have
 CK2991.an estimated accuracy of +/- 6 seconds.
 CK2991
 CK2991.The orthometric height was determined by differential leveling
 CK2991.and adjusted by the National Geodetic Survey in June 1991..
 CK2991
 CK2991.The geoid height was determined by GEOID03.
 CK2991
 CK2991.The dynamic height is computed by dividing the NAVD 88
 CK2991.geopotential number by the normal gravity value computed on the
 CK2991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2991.degrees latitude (g = 980.6199 gals.).
 CK2991
 CK2991.The modeled gravity was interpolated from observed gravity values.
 CK2991
 CK2991;                    North         East    Units  Estimated Accuracy
 CK2991;SPC SC       -    88,710.      647,550.      MT  (+/- 180 meters Scaled)
 CK2991
 CK2991                          SUPERSEDED SURVEY CONTROL
 CK2991
 CK2991  NGVD 29 (03/21/89)    7.352  (m)           24.12   (f) ADJUSTED    1 2
 CK2991
 CK2991.Superseded values are not recommended for survey control.
 CK2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2991.See file dsdata.txt to determine how the superseded data were derived.
 CK2991
 CK2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS379106(NAD 83)
 CK2991_MARKER: DD = SURVEY DISK
 CK2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2991_SP_SET: CONCRETE POST
 CK2991_STAMPING: VERT 15 093 1984
 CK2991_MARK LOGO: SCGS  
 CK2991_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2991_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2991+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 CK2991
 CK2991  HISTORY     - Date     Condition        Report By
 CK2991  HISTORY     - 1984     MONUMENTED       SCGS
 CK2991  HISTORY     - 20050707 GOOD             SCGS
 CK2991
 CK2991                          STATION DESCRIPTION
 CK2991
 CK2991'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2991'11.1 KM (6.9 MI) SSE FROM GREEN POND.
 CK2991'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2991'GREEN POND POST OFFICE, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST
 CK2991'ALONG U.S. HIGHWAY 17, THENCE 9.8 KILOMETERS (6.1 MILES) SOUTHERLY
 CK2991'ALONG COUNTY ROAD S-15-162, SET NEAR A TELEPHONE JUNCTION BOX AT THE
 CK2991'WOODS EDGE, 2.2 METERS (7.3 FEET) NORTHEAST OF TELEPHONE JUNCTION BOX
 CK2991'NUMBER B976P4, 4.7 METERS (15.6 FEET) SOUTH-SOUTHWEST OF A 12-INCH
 CK2991'BLAZED PINE TREE AT WOODS EDGE, 9.8 METERS (32.0 FEET) EAST-SOUTHEAST
 CK2991'OF THE CENTERLINE OF COUNTY ROAD S-15-162, 27.1 METERS (89.0 FEET)
 CK2991'WEST OF A LARGE TRIPLE TRUNK OAK TREE.
 CK2991'THE MARK IS 0.40 METERS  WNW FROM A WITNESS POST.
 CK2991'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-15-162.
 CK2991
 CK2991                          STATION RECOVERY (2005)
 CK2991
 CK2991'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2991'STATION IS LOCATED 7.0 MI (11.27 KM) SOUTH OF GREEN POND, 19.3 MI
 CK2991'(31.06 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK2991'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2991'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2991'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK2991'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK2991'HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF STATE ROAD 161
 CK2991'(STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI (8.61 KM) TO
 CK2991'THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), TURN RIGHT ON ROAD 162
 CK2991'FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT NEAR A TELEPHONE
 CK2991'JUNCTION BOX. STATION IS A CONCRETE POST PROJECTING 0.1 FT (0.0 M) AND
 CK2991'1.5 FT (0.5 M) ABOVE THE ROAD, 30.7 FT (9.4 M) SOUTHEAST OF THE CENTER
 CK2991'OF THE ROAD, 7.7 FT (2.3 M) EAST NORTHEAST OF THE TELEPHONE JUNCTION
 CK2991'BOX B/97, 90.0 FT (27.4 M) WEST OF A 2.8-FOOT TRIPLE-TRUNKED LIVE OAK
 CK2991'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 1.4 FEET NORTHWEST OF A
 CK2991'WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2992 ***********************************************************************
 CK2992  DESIGNATION -  15 094
 CK2992  PID         -  CK2992
 CK2992  STATE/COUNTY-  SC/COLLETON
 CK2992  USGS QUAD   -  GREEN POND (1988)
 CK2992
 CK2992                         *CURRENT SURVEY CONTROL
 CK2992  ___________________________________________________________________
 CK2992* NAD 83(1986)-  32 37 51.     (N)    080 35 08.     (W)     SCALED    
 CK2992* NAVD 88     -         2.993  (meters)       9.82   (feet)  ADJUSTED  
 CK2992  ___________________________________________________________________
 CK2992  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK2992  DYNAMIC HT  -           2.990 (meters)       9.81  (feet)  COMP
 CK2992  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 CK2992
 CK2992  VERT ORDER  -  FIRST     CLASS II
 CK2992
 CK2992.The horizontal coordinates were scaled from a topographic map and have
 CK2992.an estimated accuracy of +/- 6 seconds.
 CK2992
 CK2992.The orthometric height was determined by differential leveling
 CK2992.and adjusted by the National Geodetic Survey in June 1991..
 CK2992
 CK2992.The geoid height was determined by GEOID03.
 CK2992
 CK2992.The dynamic height is computed by dividing the NAVD 88
 CK2992.geopotential number by the normal gravity value computed on the
 CK2992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2992.degrees latitude (g = 980.6199 gals.).
 CK2992
 CK2992.The modeled gravity was interpolated from observed gravity values.
 CK2992
 CK2992;                    North         East    Units  Estimated Accuracy
 CK2992;SPC SC       -    88,520.      648,490.      MT  (+/- 180 meters Scaled)
 CK2992
 CK2992                          SUPERSEDED SURVEY CONTROL
 CK2992
 CK2992  NGVD 29 (03/21/89)    3.270  (m)           10.73   (f) ADJUSTED    1 2
 CK2992
 CK2992.Superseded values are not recommended for survey control.
 CK2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2992.See file dsdata.txt to determine how the superseded data were derived.
 CK2992
 CK2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS388104(NAD 83)
 CK2992_MARKER: DD = SURVEY DISK
 CK2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2992_SP_SET: CONCRETE POST
 CK2992_STAMPING: VERT 15 094 1984
 CK2992_MARK LOGO: SCGS  
 CK2992_PROJECTION: RECESSED 5 CENTIMETERS
 CK2992_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2992+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 CK2992
 CK2992  HISTORY     - Date     Condition        Report By
 CK2992  HISTORY     - 1984     MONUMENTED       SCGS
 CK2992  HISTORY     - 20050707 GOOD             SCGS
 CK2992
 CK2992                          STATION DESCRIPTION
 CK2992
 CK2992'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2992'12.1 KM (7.5 MI) SSE FROM GREEN POND.
 CK2992'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2992'GREEN POND POST OFFICE, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST
 CK2992'ALONG U.S. HIGHWAY 17, THENCE 10.55 KILOMETERS (6.55 MILES) SOUTHERLY
 CK2992'ALONG COUNTY ROAD S-15-162, THENCE 0.6 KILOMETER (0.4 MILE) SOUTHERLY
 CK2992'ALONG COUNTY ROAD S-15-161, SET NEAR A POWER POLE IN FRONT OF A ONE
 CK2992'STORY WOOD AND CINDER BLOCK HOUSE, 21.4 METERS (70.3 FEET) NORTH OF
 CK2992'THE EAST CORNER OF THE PORCH, 18.7 METERS (61.6 FEET) NORTH-NORTHEAST
 CK2992'OF THE NORTH CORNER OF THE HOUSE, 10.2 METERS (33.7 FEET) NORTHEAST OF
 CK2992'A LONE 48-INCH OAK TREE, 19.5 METERS (64.3 FEET) WEST-NORTHWEST OF
 CK2992'TELEPHONE JUNCTION BOX NUMBER B102LP5, 14.6 METERS (48.0 FEET)
 CK2992'SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 0.6 METER (2.0 FEET)
 CK2992'SOUTH-SOUTHWEST OF THE POWER POLE NUMBER 48669.
 CK2992'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2992
 CK2992                          STATION RECOVERY (2005)
 CK2992
 CK2992'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2992'STATION IS LOCATED 7.1 MI (11.43 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK2992'19.4 MI (31.22 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK2992'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2992'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2992'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK2992'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK2992'HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF STATE ROAD 161
 CK2992'(STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI (8.61 KM) TO
 CK2992'THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), CONTINUE ON HIGHWAY 161
 CK2992'(WIGGINS ROAD) FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT NEAR
 CK2992'A POWER POLE IN FRONT OF A CONCRETE BLOCK HOUSE. STATION IS A CONCRETE
 CK2992'POST RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE ROAD, 47.5 FT (14.5 M)
 CK2992'SOUTHWEST OF THE CENTER OF THE ROAD, 2.0 FT (0.6 M) SOUTH SOUTHWEST OF
 CK2992'THE POWER POLE NUMBER 48669, 61.5 FT (14853.1 M) NORTHEAST OF THE
 CK2992'NORTH CORNER OF THE HOUSE, 64.5 FT (19.7 M) WEST NORTHWEST OF A
 CK2992'TELEPHONE JUNCTION BOX B/102 WITH A SUPPORT POST NUMBER 10/55, 34.7 FT
 CK2992'(13.6 M) WEST OF A 1.6-FOOT LONE PINE TREE. RECOVERED BY R.P.
 CK2992'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2993 ***********************************************************************
 CK2993  DESIGNATION -  15 095
 CK2993  PID         -  CK2993
 CK2993  STATE/COUNTY-  SC/COLLETON
 CK2993  USGS QUAD   -  WIGGINS (1988)
 CK2993
 CK2993                         *CURRENT SURVEY CONTROL
 CK2993  ___________________________________________________________________
 CK2993* NAD 83(1986)-  32 37 24.     (N)    080 34 12.     (W)     SCALED    
 CK2993* NAVD 88     -         6.318  (meters)      20.73   (feet)  ADJUSTED  
 CK2993  ___________________________________________________________________
 CK2993  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 CK2993  DYNAMIC HT  -           6.311 (meters)      20.71  (feet)  COMP
 CK2993  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 CK2993
 CK2993  VERT ORDER  -  FIRST     CLASS II
 CK2993
 CK2993.The horizontal coordinates were scaled from a topographic map and have
 CK2993.an estimated accuracy of +/- 6 seconds.
 CK2993
 CK2993.The orthometric height was determined by differential leveling
 CK2993.and adjusted by the National Geodetic Survey in June 1991..
 CK2993
 CK2993.The geoid height was determined by GEOID03.
 CK2993
 CK2993.The dynamic height is computed by dividing the NAVD 88
 CK2993.geopotential number by the normal gravity value computed on the
 CK2993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2993.degrees latitude (g = 980.6199 gals.).
 CK2993
 CK2993.The modeled gravity was interpolated from observed gravity values.
 CK2993
 CK2993;                    North         East    Units  Estimated Accuracy
 CK2993;SPC SC       -    87,700.      649,950.      MT  (+/- 180 meters Scaled)
 CK2993
 CK2993                          SUPERSEDED SURVEY CONTROL
 CK2993
 CK2993  NGVD 29 (03/21/89)    6.595  (m)           21.64   (f) ADJUSTED    1 2
 CK2993
 CK2993.Superseded values are not recommended for survey control.
 CK2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2993.See file dsdata.txt to determine how the superseded data were derived.
 CK2993
 CK2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS403096(NAD 83)
 CK2993_MARKER: DD = SURVEY DISK
 CK2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2993_SP_SET: CONCRETE POST
 CK2993_STAMPING: VERT 15 095 1984
 CK2993_MARK LOGO: SCGS  
 CK2993_PROJECTION: FLUSH
 CK2993_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2993+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 CK2993
 CK2993  HISTORY     - Date     Condition        Report By
 CK2993  HISTORY     - 1984     MONUMENTED       SCGS
 CK2993  HISTORY     - 20050707 GOOD             SCGS
 CK2993
 CK2993                          STATION DESCRIPTION
 CK2993
 CK2993'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2993'12.4 KM (7.7 MI) SSE FROM GREEN POND.
 CK2993'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2993'GREEN POND POST OFFICE, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST
 CK2993'ALONG U.S. HIGHWAY 17, THENCE 10.55 KILOMETERS (6.55 MILES) SOUTHERLY
 CK2993'ALONG COUNTY ROAD S-15-162, THENCE 2.3 KILOMETERS (1.45 MILES)
 CK2993'SOUTHERLY ALONG COUNTY ROAD S-15-161, SET BY A POWER POLE AT THE
 CK2993'INTERSECTION OF A SAND ROAD, 36.1 METERS (118.5 FEET) EAST-SOUTHEAST
 CK2993'OF THE APPROXIMATE CENTER OF THE SAND ROAD, 24.8 METERS (81.6 FEET)
 CK2993'EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX, 8.4 METERS (27.8 FEET)
 CK2993'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 6.4 METERS (21.0
 CK2993'FEET) NORTHEAST OF A 28-INCH BLAZED PINE TREE, 0.8 METER (2.7 FEET)
 CK2993'WEST-NORTHWEST OF POWER POLE NUMBER 37625.
 CK2993'THE MARK IS 0.60 METERS  NNE FROM A WITNESS POST.
 CK2993'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2993
 CK2993                          STATION RECOVERY (2005)
 CK2993
 CK2993'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2993'STATION IS LOCATED 7.8 MI (12.55 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK2993'20.1 MI (32.35 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK2993'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2993'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2993'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK2993'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK2993'HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF STATE ROAD 161
 CK2993'(STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI (8.61 KM) TO
 CK2993'THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), CONTINUE ON ROAD 161
 CK2993'(WIGGINS ROAD) FOR 1.4 MI (2.25 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2993'POWER POLE IN THE SOUTHEAST ANGLE OF A SAND ROAD. STATION IS A
 CK2993'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 25.5 FT
 CK2993'(7.8 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 1.4 FT (0.4 M) EAST
 CK2993'OF THE POWER POLE NUMBER 37625, 23.1 FT (11475.2 M) NORTHEAST OF A
 CK2993'2.4-FOOT BLAZED PINE TREE, 81.4 FT (24.8 M) EAST SOUTHEAST OF A
 CK2993'TELEPHONE JUNCTION BOX B/112, 111.0 FT (33.8 M) SOUTHEAST OF THE
 CK2993'EXTENDED CENTER OF THE SAND ROAD, 1.4 FT (0.4 M) EAST SOUTHEAST OF A
 CK2993'WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2994 ***********************************************************************
 CK2994  DESIGNATION -  15 096
 CK2994  PID         -  CK2994
 CK2994  STATE/COUNTY-  SC/COLLETON
 CK2994  USGS QUAD   -  WIGGINS (1988)
 CK2994
 CK2994                         *CURRENT SURVEY CONTROL
 CK2994  ___________________________________________________________________
 CK2994* NAD 83(1986)-  32 36 35.     (N)    080 33 07.     (W)     SCALED    
 CK2994* NAVD 88     -         8.536  (meters)      28.01   (feet)  ADJUSTED  
 CK2994  ___________________________________________________________________
 CK2994  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 CK2994  DYNAMIC HT  -           8.526 (meters)      27.97  (feet)  COMP
 CK2994  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 CK2994
 CK2994  VERT ORDER  -  FIRST     CLASS II
 CK2994
 CK2994.The horizontal coordinates were scaled from a topographic map and have
 CK2994.an estimated accuracy of +/- 6 seconds.
 CK2994
 CK2994.The orthometric height was determined by differential leveling
 CK2994.and adjusted by the National Geodetic Survey in June 1991..
 CK2994
 CK2994.The geoid height was determined by GEOID03.
 CK2994
 CK2994.The dynamic height is computed by dividing the NAVD 88
 CK2994.geopotential number by the normal gravity value computed on the
 CK2994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2994.degrees latitude (g = 980.6199 gals.).
 CK2994
 CK2994.The modeled gravity was interpolated from observed gravity values.
 CK2994
 CK2994;                    North         East    Units  Estimated Accuracy
 CK2994;SPC SC       -    86,200.      651,650.      MT  (+/- 180 meters Scaled)
 CK2994
 CK2994                          SUPERSEDED SURVEY CONTROL
 CK2994
 CK2994  NGVD 29 (03/21/89)    8.812  (m)           28.91   (f) ADJUSTED    1 2
 CK2994
 CK2994.Superseded values are not recommended for survey control.
 CK2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2994.See file dsdata.txt to determine how the superseded data were derived.
 CK2994
 CK2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS420081(NAD 83)
 CK2994_MARKER: DD = SURVEY DISK
 CK2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2994_SP_SET: CONCRETE POST
 CK2994_STAMPING: VERT 15 096 1984
 CK2994_MARK LOGO: SCGS  
 CK2994_PROJECTION: FLUSH
 CK2994_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2994+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 CK2994
 CK2994  HISTORY     - Date     Condition        Report By
 CK2994  HISTORY     - 1984     MONUMENTED       SCGS
 CK2994  HISTORY     - 20050707 GOOD             SCGS
 CK2994
 CK2994                          STATION DESCRIPTION
 CK2994
 CK2994'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2994'IN WIGGINS.
 CK2994'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2994'GREEN POND POST OFFICE, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST
 CK2994'ALONG U.S. HIGHWAY 17, THENCE 10.55 KILOMETERS (6.55 MILES) SOUTHERLY
 CK2994'ALONG COUNTY ROAD S-15-162, THENCE 3.8 KILOMETERS (2.35 MILES)
 CK2994'SOUTHERLY ALONG COUNTY ROAD S-15-161 TO THE END OF THE PAVEMENT AND AN
 CK2994'ABANDONED RAILROAD CROSSING, CONTINUE AHEAD FOR 1.05 KILOMETERS (0.65
 CK2994'MILE) ALONG A SAND ROAD, SET NEAR A POWER POLE IN THE SOUTHEAST ANGLE
 CK2994'OF THE INTERSECTION OF A SAND ROAD LEADING SOUTH, 7.2 METERS (23.5
 CK2994'FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF THE MAIN SAND ROAD,
 CK2994'11.6 METERS (38.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 CK2994'SAND ROAD LEADING SOUTH, 16.5 METERS (54.2 FEET) NORTH OF A LONE
 CK2994'24-INCH PINE TREE, 1.1 METERS (3.8 FEET) SOUTH-SOUTHWEST OF POWER POLE
 CK2994'NUMBER 15.
 CK2994'THE MARK IS 1.20 METERS  WSW FROM A WITNESS POST.
 CK2994'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2994
 CK2994                          STATION RECOVERY (2005)
 CK2994
 CK2994'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2994'STATION IS LOCATED 9.2 MI (14.81 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK2994'21.4 MILES SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK2994'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2994'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2994'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK2994'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK2994'HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF STATE ROAD 161
 CK2994'(STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI (8.61 KM) TO
 CK2994'THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), CONTINUE ON ROAD 161
 CK2994'(WIGGINS ROAD) FOR 3.0 MI (4.83 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2994'POWER POLE IN THE SOUTHEAST ANGLE OF A SAND ROAD. STATION IS A
 CK2994'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD 161, 19.5 FT
 CK2994'(55.0 M) SOUTHWEST OF THE CENTER OF ROAD 161, 27.0 FT (57.3 M) EAST OF
 CK2994'THE CENTER OF THE SAND ROAD, 3.6 FT (1.1 M) SOUTH SOUTHWEST OF THE
 CK2994'POWER POLE NUMBER 20/389469, 89.4 FT (33.3 M) WEST NORTHWEST OF THE
 CK2994'NORTH CORNER OF THE SOUTHWEST BRICK GATE POST, 33.3 FT (10.1 M) NORTH
 CK2994'NORTHEAST OF A WITNESS POST AT A YIELD SIGN POST. RECOVERED BY R.P.
 CK2994'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2998 ***********************************************************************
 CK2998  DESIGNATION -  15 097
 CK2998  PID         -  CK2998
 CK2998  STATE/COUNTY-  SC/COLLETON
 CK2998  USGS QUAD   -  WIGGINS (1988)
 CK2998
 CK2998                         *CURRENT SURVEY CONTROL
 CK2998  ___________________________________________________________________
 CK2998* NAD 83(1986)-  32 35 09.     (N)    080 33 14.     (W)     SCALED    
 CK2998* NAVD 88     -         6.739  (meters)      22.11   (feet)  ADJUSTED  
 CK2998  ___________________________________________________________________
 CK2998  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2998  DYNAMIC HT  -           6.732 (meters)      22.09  (feet)  COMP
 CK2998  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 CK2998
 CK2998  VERT ORDER  -  FIRST     CLASS II
 CK2998
 CK2998.The horizontal coordinates were scaled from a topographic map and have
 CK2998.an estimated accuracy of +/- 6 seconds.
 CK2998
 CK2998.The orthometric height was determined by differential leveling
 CK2998.and adjusted by the National Geodetic Survey in June 1991..
 CK2998
 CK2998.The geoid height was determined by GEOID03.
 CK2998
 CK2998.The dynamic height is computed by dividing the NAVD 88
 CK2998.geopotential number by the normal gravity value computed on the
 CK2998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2998.degrees latitude (g = 980.6199 gals.).
 CK2998
 CK2998.The modeled gravity was interpolated from observed gravity values.
 CK2998
 CK2998;                    North         East    Units  Estimated Accuracy
 CK2998;SPC SC       -    83,550.      651,480.      MT  (+/- 180 meters Scaled)
 CK2998
 CK2998                          SUPERSEDED SURVEY CONTROL
 CK2998
 CK2998  NGVD 29 (03/21/89)    7.016  (m)           23.02   (f) ADJUSTED    1 2
 CK2998
 CK2998.Superseded values are not recommended for survey control.
 CK2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2998.See file dsdata.txt to determine how the superseded data were derived.
 CK2998
 CK2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS418054(NAD 83)
 CK2998_MARKER: DD = SURVEY DISK
 CK2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2998_SP_SET: CONCRETE POST
 CK2998_STAMPING: VERT 15 097 1984
 CK2998_MARK LOGO: SCGS  
 CK2998_PROJECTION: FLUSH
 CK2998_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2998+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2998
 CK2998  HISTORY     - Date     Condition        Report By
 CK2998  HISTORY     - 1984     MONUMENTED       SCGS
 CK2998  HISTORY     - 20050815 GOOD             SCGS
 CK2998
 CK2998                          STATION DESCRIPTION
 CK2998
 CK2998'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2998'2.7 KM (1.7 MI) SOUTH FROM WIGGINS.
 CK2998'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2998'GREEN POND POST OFFICE, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST
 CK2998'ALONG U.S. HIGHWAY 17, THENCE 10.55 KILOMETERS (6.55 MILES) SOUTHERLY
 CK2998'ALONG COUNTY ROAD S-15-162, THENCE 3.8 KILOMETERS (2.35 MILES)
 CK2998'SOUTHERLY ALONG COUNTY ROAD S-15-161 TO THE END OF THE PAVEMENT AND AN
 CK2998'ABANDONED RAILROAD CROSSING, CONTINUE AHEAD FOR 1.05 KILOMETERS (0.65
 CK2998'MILE) ALONG A SAND ROAD, THENCE 0.9 KILOMETER (0.55 MILE) SOUTH ALONG
 CK2998'THE SAND ROAD TO A FORK RIGHT, THENCE 0.2 KILOMETER (0.1 MILE) ALONG
 CK2998'THE FORK RIGHT TO ANOTHER FORK IN THE ROAD, TAKE THE LEFT FORK FOR 1.5
 CK2998'KILOMETER (0.95 MILE) TO A ROAD LEFT, SET IN THE NORTHEAST ANGLE,
 CK2998'10.4 METERS (34.0 FEET) EAST OF THE APPROXIMATE CENTER OF THE SAND
 CK2998'ROAD, 4.7 METERS (15.4 FEET) NORTH OF THE APPROXIMATE CENTER OF THE
 CK2998'SIDE ROAD, 5.9 METERS (19.4 FEET) SOUTHEAST OF A 60-INCH OAK TREE,
 CK2998'14.3 METERS (47.0 FEET) EAST OF A 15-INCH BLAZED PINE TREE.
 CK2998'THE MARK IS 0.60 METERS  WNW FROM A WITNESS POST.
 CK2998'THE MARK IS 2.00 M ABOVE SAND ROAD.
 CK2998
 CK2998                          STATION RECOVERY (2005)
 CK2998
 CK2998'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2998'STATION IS LOCATED 10.5 MI (16.9 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK2998'22.8 MI (36.69 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--CHEEHA
 CK2998'COMBAHEE PLANTATION, ROUTE 1, BOX 154, GREEN POND, SC 29446, PHONE
 CK2998'843-844-2781. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2998'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK2998'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK2998'HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF STATE ROAD 161
 CK2998'(STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI (8.61 KM) TO
 CK2998'THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), CONTINUE ON ROAD 161
 CK2998'(WIGGINS ROAD) FOR 3.0 MI (4.83 KM) TO THE FORK JUNCTION OF A SAND
 CK2998'ROAD, BEAR RIGHT ON THE SAND ROAD FOR 1.6 MI (2.57 KM) TO THE STATION
 CK2998'ON THE LEFT IN THE NORTHEAST ANGLE OF A WOODS ROAD. STATION IS A
 CK2998'CONCRETE POST FLUSH WITH THE GROUND AND 4.5 FT (1.4 M) ABOVE THE ROAD,
 CK2998'33.0 FT (10.1 M) EAST OF THE CENTER OF THE ROAD, 18.0 FT (5.5 M) NORTH
 CK2998'OF THE CENTER OF THE WOODS ROAD, 20.0 FT (6.1 M) SOUTHEAST OF A
 CK2998'4.0-FOOT LIVE OAK TREE, 25.2 FT (7.7 M) WEST SOUTHWEST OF A 0.8-FOOT
 CK2998'OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 1.6 FT (0.5 M) WEST
 CK2998'NORTHWEST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2999 ***********************************************************************
 CK2999  DESIGNATION -  15 098
 CK2999  PID         -  CK2999
 CK2999  STATE/COUNTY-  SC/COLLETON
 CK2999  USGS QUAD   -  WIGGINS (1988)
 CK2999
 CK2999                         *CURRENT SURVEY CONTROL
 CK2999  ___________________________________________________________________
 CK2999* NAD 83(1986)-  32 34 37.     (N)    080 33 33.     (W)     SCALED    
 CK2999* NAVD 88     -         8.377  (meters)      27.48   (feet)  ADJUSTED  
 CK2999  ___________________________________________________________________
 CK2999  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK2999  DYNAMIC HT  -           8.368 (meters)      27.45  (feet)  COMP
 CK2999  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CK2999
 CK2999  VERT ORDER  -  FIRST     CLASS II
 CK2999
 CK2999.The horizontal coordinates were scaled from a topographic map and have
 CK2999.an estimated accuracy of +/- 6 seconds.
 CK2999
 CK2999.The orthometric height was determined by differential leveling
 CK2999.and adjusted by the National Geodetic Survey in June 1991..
 CK2999
 CK2999.The geoid height was determined by GEOID03.
 CK2999
 CK2999.The dynamic height is computed by dividing the NAVD 88
 CK2999.geopotential number by the normal gravity value computed on the
 CK2999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2999.degrees latitude (g = 980.6199 gals.).
 CK2999
 CK2999.The modeled gravity was interpolated from observed gravity values.
 CK2999
 CK2999;                    North         East    Units  Estimated Accuracy
 CK2999;SPC SC       -    82,560.      650,990.      MT  (+/- 180 meters Scaled)
 CK2999
 CK2999                          SUPERSEDED SURVEY CONTROL
 CK2999
 CK2999  NGVD 29 (03/21/89)    8.654  (m)           28.39   (f) ADJUSTED    1 2
 CK2999
 CK2999.Superseded values are not recommended for survey control.
 CK2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2999.See file dsdata.txt to determine how the superseded data were derived.
 CK2999
 CK2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS413044(NAD 83)
 CK2999_MARKER: DD = SURVEY DISK
 CK2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2999_SP_SET: CONCRETE POST
 CK2999_STAMPING: VERT 15 098 1984
 CK2999_MARK LOGO: SCGS  
 CK2999_PROJECTION: FLUSH
 CK2999_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2999+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2999
 CK2999  HISTORY     - Date     Condition        Report By
 CK2999  HISTORY     - 1984     MONUMENTED       SCGS
 CK2999  HISTORY     - 20050815 GOOD             SCGS
 CK2999
 CK2999                          STATION DESCRIPTION
 CK2999
 CK2999'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2999'3.9 KM (2.4 MI) SOUTH FROM WIGGINS.
 CK2999'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2999'POST OFFICE IN GREEN POND, THENCE 6.5 KILOMETERS (4.05 MILES)
 CK2999'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 10.55 KILOMETERS (6.55 MILES)
 CK2999'SOUTHERLY ALONG COUNTY ROAD S-15-162, THENCE 3.8 KILOMETERS (2.35
 CK2999'MILES) SOUTHERLY ALONG COUNTY ROAD S-15-161 TO THE END OF THE PAVEMENT
 CK2999'AND AN ABANDONED RAILROAD CROSSING, CONTINUE AHEAD FOR 1.05 KILOMETERS
 CK2999'(0.65 MILES) ALONG A SAND ROAD, THENCE 0.9 KILOMETER (0.55 MILE) SOUTH
 CK2999'ALONG THE SAND ROAD TO A FORK RIGHT, THENCE RIGHT FOR 0.2 KILOMETER
 CK2999'(0.1 MILE) TO ANOTHER FORK IN THE ROAD, TAKE THE LEFT FORK FOR 2.5
 CK2999'KILOMETER (1.55 MILE) TO A SAND DRIVE LEADING TO A ONE STORY BRICK
 CK2999'HOUSE, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF THE SAND
 CK2999'DRIVE, 6.1 METERS (20.2 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER
 CK2999'OF THE SAND ROAD, 7.9 METERS (26.0 FEET) SOUTH-SOUTHWEST OF THE
 CK2999'APPROXIMATE CENTER OF THE SAND DRIVE, 3.1 METERS (10.3 FEET)
 CK2999'NORTH-NORTHWEST OF A LONE 36-INCH OAK TREE, 6.9 METERS (22.5 FEET)
 CK2999'SOUTH-SOUTHEAST OF A TWIN TRUNK OAK TREE.
 CK2999'THE MARK IS 0.40 METERS  ESE FROM A WITNESS POST.
 CK2999'THE MARK IS 0.30 M ABOVE SAND ROAD.
 CK2999
 CK2999                          STATION RECOVERY (2005)
 CK2999
 CK2999'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2999'STATION IS LOCATED 11.0 MI (17.7 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK2999'23.3 MI (37.5 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--CHEEHA
 CK2999'COMBAHEE PLANTATION, ROUTE 1, BOX 154, GREEN POND, SC 29446, PHONE
 CK2999'843-844-2781. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2999'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK2999'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK2999'HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF STATE ROAD 161
 CK2999'(STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI (8.61 KM) TO
 CK2999'THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), CONTINUE ON ROAD 161
 CK2999'(WIGGINS ROAD) FOR 0.3 MI (0.48 KM) TO THE FORK JUNCTION OF A SAND
 CK2999'ROAD, BEAR RIGHT ON THE SAND ROAD FOR 2.2 MI (3.54 KM) TO THE STATION
 CK2999'ON THE RIGHT NEAR A TELEPHONE JUNCTION BOX. STATION IS A CONCRETE POST
 CK2999'FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) ABOVE THE ROAD, 18.9 FT (5.8
 CK2999'M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 9.4 FT (2.9 M) SOUTHWEST
 CK2999'OF A TELEPHONE JUNCTION BOX B/122R/10, 10.0 FT (3.0 M) NORTH NORTHWEST
 CK2999'OF A 1.7-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 22.0 FT
 CK2999'(6.7 M) SOUTH OF A 2.3-FOOT DOUBLE-TRUNKED OAK TREE, 1.3 FT (0.4 M)
 CK2999'SOUTHEAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3036 ***********************************************************************
 CK3036  DESIGNATION -  15 099
 CK3036  PID         -  CK3036
 CK3036  STATE/COUNTY-  SC/COLLETON
 CK3036  USGS QUAD   -  BENNETTS POINT (1960)
 CK3036
 CK3036                         *CURRENT SURVEY CONTROL
 CK3036  ___________________________________________________________________
 CK3036* NAD 83(1986)-  32 33 52.     (N)    080 26 31.     (W)     SCALED    
 CK3036* NAVD 88     -         2.013  (meters)       6.60   (feet)  ADJUSTED  
 CK3036  ___________________________________________________________________
 CK3036  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK3036  DYNAMIC HT  -           2.011 (meters)       6.60  (feet)  COMP
 CK3036  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 CK3036
 CK3036  VERT ORDER  -  FIRST     CLASS II
 CK3036
 CK3036.The horizontal coordinates were scaled from a topographic map and have
 CK3036.an estimated accuracy of +/- 6 seconds.
 CK3036
 CK3036.The orthometric height was determined by differential leveling
 CK3036.and adjusted by the National Geodetic Survey in June 1991..
 CK3036
 CK3036.The geoid height was determined by GEOID03.
 CK3036
 CK3036.The dynamic height is computed by dividing the NAVD 88
 CK3036.geopotential number by the normal gravity value computed on the
 CK3036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3036.degrees latitude (g = 980.6199 gals.).
 CK3036
 CK3036.The modeled gravity was interpolated from observed gravity values.
 CK3036
 CK3036;                    North         East    Units  Estimated Accuracy
 CK3036;SPC SC       -    81,230.      662,010.      MT  (+/- 180 meters Scaled)
 CK3036
 CK3036                          SUPERSEDED SURVEY CONTROL
 CK3036
 CK3036  NGVD 29 (03/21/89)    2.297  (m)            7.54   (f) ADJUSTED    1 2
 CK3036
 CK3036.Superseded values are not recommended for survey control.
 CK3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3036.See file dsdata.txt to determine how the superseded data were derived.
 CK3036
 CK3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS523031(NAD 83)
 CK3036_MARKER: DD = SURVEY DISK
 CK3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3036_SP_SET: CONCRETE POST
 CK3036_STAMPING: VERT 15 099 1984
 CK3036_MARK LOGO: SCGS  
 CK3036_PROJECTION: FLUSH
 CK3036_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3036+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 CK3036
 CK3036  HISTORY     - Date     Condition        Report By
 CK3036  HISTORY     - 1984     MONUMENTED       SCGS
 CK3036  HISTORY     - 20050727 GOOD             SCGS
 CK3036
 CK3036                          STATION DESCRIPTION
 CK3036
 CK3036'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3036'23.8 KM (14.8 MI) SE FROM GREEN POND.
 CK3036'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE GREEN
 CK3036'POND POST OFFICE, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3036'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3036'U.S. HIGHWAY 17, THENCE 25.0 KILOMETERS (15.55 MILES) SOUTHERLY ALONG
 CK3036'COUNTY ROAD S-15-26 TO THE END OF THE PAVEMENT, THENCE 0.25 KILOMETER
 CK3036'(0.15 MILE) SOUTHERLY ALONG A SAND ROAD TO A Y-INTERSECTION, THENCE
 CK3036'1.1 KILOMETERS (0.7 MILE) SOUTHEAST ALONG A SAND ROAD THAT CROSSES A
 CK3036'SMALL WOODEN BRIDGE TO A SHARP CURVE, SET NEAR A LONE 12-INCH CEDAR
 CK3036'TREE AT THE INTERSECTION OF A GRASSY ROAD LEADING NORTH, 78.8 METERS
 CK3036'(258.8 FEET) SOUTH-SOUTHWEST OF A MULTITRUNK OAK TREE IN THE MIDDLE OF
 CK3036'A FIELD, 4.6 METERS (15.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 CK3036'CENTER OF THE SAND ROAD, 4.1 METERS (13.5 FEET) NORTH-NORTHWEST OF THE
 CK3036'CEDAR TREE.
 CK3036'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 CK3036'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK3036
 CK3036                          STATION RECOVERY (2005)
 CK3036
 CK3036'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3036'STATION IS LOCATED 8.6 MI (13.84 KM) NORTHWEST OF EDISTO BEACH, 26.8
 CK3036'MI (43.13 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--MR.
 CK3036'DONNELLEY, 341 BENNETTS POINT ROAD, GREEN POND, SC 29446, PHONE
 CK3036'843-844-2935. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3036'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3036'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3036'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3036'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 10.75 MI (17.3 KM) TO
 CK3036'THE NORTH END OF THE BRIDGE OVER THE ASHEPOO RIVER, CONTINUE ON ROAD
 CK3036'26 FOR 2.05 MI (3.3 KM) TO A SAND ROAD (TI TI LANE) AND THE ENTRANCE
 CK3036'TO BEAR ISLAND WILDLIFE MANAGEMENT AREA, CONTINUE ON ROAD 26 FOR 2.8
 CK3036'MI (4.51 KM) TO A SAND ROAD (BALDWIN LANE), TURN LEFT ON THE SAND ROAD
 CK3036'FOR 0.15 MI (0.24 KM) TO A SAND ROAD (GRAY SQUIRREL LANE), CONTINUE ON
 CK3036'BALDWIN LANE FOR 0.7 MI (1.13 KM) TO THE STATION ON THE LEFT NEAR A
 CK3036'LONE CEDAR TREE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 CK3036'LEVEL WITH THE ROAD, 15.0 FT (4.6 M) EAST OF THE CENTER OF THE ROAD,
 CK3036'13.5 FT (4.1 M) NORTH NORTHWEST OF THE 1.4-FOOT CEDAR TREE, 1.8 FT
 CK3036'(0.5 M) WEST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3034 ***********************************************************************
 CK3034  DESIGNATION -  15 100
 CK3034  PID         -  CK3034
 CK3034  STATE/COUNTY-  SC/COLLETON
 CK3034  USGS QUAD   -  BENNETTS POINT (1960)
 CK3034
 CK3034                         *CURRENT SURVEY CONTROL
 CK3034  ___________________________________________________________________
 CK3034* NAD 83(1986)-  32 35 35.     (N)    080 28 23.     (W)     SCALED    
 CK3034* NAVD 88     -         2.221  (meters)       7.29   (feet)  ADJUSTED  
 CK3034  ___________________________________________________________________
 CK3034  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK3034  DYNAMIC HT  -           2.218 (meters)       7.28  (feet)  COMP
 CK3034  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 CK3034
 CK3034  VERT ORDER  -  FIRST     CLASS II
 CK3034
 CK3034.The horizontal coordinates were scaled from a topographic map and have
 CK3034.an estimated accuracy of +/- 6 seconds.
 CK3034
 CK3034.The orthometric height was determined by differential leveling
 CK3034.and adjusted by the National Geodetic Survey in June 1991..
 CK3034
 CK3034.The geoid height was determined by GEOID03.
 CK3034
 CK3034.The dynamic height is computed by dividing the NAVD 88
 CK3034.geopotential number by the normal gravity value computed on the
 CK3034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3034.degrees latitude (g = 980.6199 gals.).
 CK3034
 CK3034.The modeled gravity was interpolated from observed gravity values.
 CK3034
 CK3034;                    North         East    Units  Estimated Accuracy
 CK3034;SPC SC       -    84,380.      659,070.      MT  (+/- 180 meters Scaled)
 CK3034
 CK3034                          SUPERSEDED SURVEY CONTROL
 CK3034
 CK3034  NGVD 29 (03/21/89)    2.506  (m)            8.22   (f) ADJUSTED    1 2
 CK3034
 CK3034.Superseded values are not recommended for survey control.
 CK3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3034.See file dsdata.txt to determine how the superseded data were derived.
 CK3034
 CK3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS494062(NAD 83)
 CK3034_MARKER: DD = SURVEY DISK
 CK3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3034_SP_SET: CONCRETE POST
 CK3034_STAMPING: VERT 15 100 1984
 CK3034_MARK LOGO: SCGS  
 CK3034_PROJECTION: RECESSED 5 CENTIMETERS
 CK3034_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3034+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 CK3034
 CK3034  HISTORY     - Date     Condition        Report By
 CK3034  HISTORY     - 1984     MONUMENTED       SCGS
 CK3034  HISTORY     - 20050726 GOOD             SCGS
 CK3034
 CK3034                          STATION DESCRIPTION
 CK3034
 CK3034'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3034'23.0 KM (14.3 MI) SE FROM GREEN POND.
 CK3034'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3034'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3034'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3034'U.S. HIGHWAY 17, THENCE 19.5 KILOMETERS (12.1 MILES) SOUTHERLY ALONG
 CK3034'COUNTY ROAD S-15-26, SET BY A POWER POLE BETWEEN TWO SAND DRIVEWAYS
 CK3034'LEADING TO A ONE-STORY WOOD HOUSE, 40.5 METERS (133.0 FEET)
 CK3034'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 19.0 METERS (62.3
 CK3034'FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTHWEST DRIVE,
 CK3034'32.5 METERS (106.5 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CK3034'THE COUNTY ROAD, 15.2 METERS (50.0 FEET) WEST-NORTHWEST OF THE
 CK3034'APPROXIMATE CENTER OF THE SOUTHEAST DRIVE, 1.1 METERS (3.5 FEET)
 CK3034'SOUTHEAST OF THE POWER POLE.
 CK3034'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3034
 CK3034                          STATION RECOVERY (2005)
 CK3034
 CK3034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3034'STATION IS LOCATED 11.2 MI (18.02 KM) NORTHWEST OF EDISTO BEACH, 24.25
 CK3034'MI (39.03 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH
 CK3034'CAROLINA DEPARTMENT OF NATURAL RESOURCES, 585 DONNELLEY DRIVE, GREEN
 CK3034'POND, SC 29446 PHONE 843-844-8957. TO REACH THE STATION FROM THE
 CK3034'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK3034'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK3034'GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF
 CK3034'STATE ROAD 26 (BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 10.75
 CK3034'MI (17.3 KM) TO THE NORTH END OF THE BRIDGE OVER THE ASHEPOO RIVER,
 CK3034'CONTINUE ON ROAD 26 FOR 1.5 MI (2.41 KM) TO THE STATION ON THE RIGHT
 CK3034'NEAR A POWER POLE BETWEEN TWO SAND DRIVEWAYS LEADING TO A WOOD HOUSE.
 CK3034'STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1 M) AND LEVEL WITH ROAD
 CK3034'26, 107.1 FT (40.6 M) SOUTHWEST OF THE CENTER OF THE ROAD, 3.8 FT (1.2
 CK3034'M) SOUTHEAST OF THE POWER POLE WITH GUY WIRE, 63.0 FT (19.2 M)
 CK3034'SOUTHEAST OF THE CENTER OF THE NORTHWEST DRIVEWAY, 47.5 FT (14.5 M)
 CK3034'NORTHWEST OF THE CENTER OF THE SOUTHEAST DRIVEWAY, 140.0 FT (42.7 M)
 CK3034'EAST NORTHEAST OF THE SOUTHEAST CORNER OF A CHIMNEY OF THE HOUSE,
 CK3034'107.8 FT (32.9 M) NORTHEAST OF A POWER POLE WITH TRANSFORMER AND
 CK3034'SECURITY LIGHT. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3033 ***********************************************************************
 CK3033  DESIGNATION -  15 101
 CK3033  PID         -  CK3033
 CK3033  STATE/COUNTY-  SC/COLLETON
 CK3033  USGS QUAD   -  BENNETTS POINT (1960)
 CK3033
 CK3033                         *CURRENT SURVEY CONTROL
 CK3033  ___________________________________________________________________
 CK3033* NAD 83(1986)-  32 36 00.     (N)    080 28 28.     (W)     SCALED    
 CK3033* NAVD 88     -         1.755  (meters)       5.76   (feet)  ADJUSTED  
 CK3033  ___________________________________________________________________
 CK3033  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK3033  DYNAMIC HT  -           1.753 (meters)       5.75  (feet)  COMP
 CK3033  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 CK3033
 CK3033  VERT ORDER  -  FIRST     CLASS II
 CK3033
 CK3033.The horizontal coordinates were scaled from a topographic map and have
 CK3033.an estimated accuracy of +/- 6 seconds.
 CK3033
 CK3033.The orthometric height was determined by differential leveling
 CK3033.and adjusted by the National Geodetic Survey in June 1991..
 CK3033
 CK3033.The geoid height was determined by GEOID03.
 CK3033
 CK3033.The dynamic height is computed by dividing the NAVD 88
 CK3033.geopotential number by the normal gravity value computed on the
 CK3033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3033.degrees latitude (g = 980.6199 gals.).
 CK3033
 CK3033.The modeled gravity was interpolated from observed gravity values.
 CK3033
 CK3033;                    North         East    Units  Estimated Accuracy
 CK3033;SPC SC       -    85,150.      658,930.      MT  (+/- 180 meters Scaled)
 CK3033
 CK3033                          SUPERSEDED SURVEY CONTROL
 CK3033
 CK3033  NGVD 29 (03/21/89)    2.040  (m)            6.69   (f) ADJUSTED    1 2
 CK3033
 CK3033.Superseded values are not recommended for survey control.
 CK3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3033.See file dsdata.txt to determine how the superseded data were derived.
 CK3033
 CK3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS493070(NAD 83)
 CK3033_MARKER: DD = SURVEY DISK
 CK3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3033_SP_SET: CONCRETE POST
 CK3033_STAMPING: VERT 15 101 1984
 CK3033_MARK LOGO: SCGS  
 CK3033_PROJECTION: FLUSH
 CK3033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3033+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 CK3033
 CK3033  HISTORY     - Date     Condition        Report By
 CK3033  HISTORY     - 1984     MONUMENTED       SCGS
 CK3033  HISTORY     - 20050726 GOOD             SCGS
 CK3033
 CK3033                          STATION DESCRIPTION
 CK3033
 CK3033'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3033'21.6 KM (13.4 MI) SE FROM GREEN POND.
 CK3033'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE GREEN
 CK3033'POND POST OFFICE, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3033'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3033'U.S. HIGHWAY 17, THENCE 19.0 KILOMETERS (11.8 MILES) SOUTHERLY ALONG
 CK3033'COUNTY ROAD S-15-26, SET NEAR A BLAZED 24-INCH PINE TREE IN THE
 CK3033'SOUTHEAST ANGLE OF THE INTERSECTION OF A GRASSY ROAD LEADING INTO THE
 CK3033'SWAMP, 11.3 METERS (37.0 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 CK3033'COUNTY ROAD, 13.6 METERS (44.6 FEET) WEST-SOUTHWEST OF A LONE 18-INCH
 CK3033'PALM TREE, 9.1 METERS (30.0 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 CK3033'CENTER OF THE GRASSY ROAD, 3.4 METERS (11.0 FEET) NORTH-NORTHWEST OF
 CK3033'THE BLAZED PINE TREE.
 CK3033'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 CK3033'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3033
 CK3033                          STATION RECOVERY (2005)
 CK3033
 CK3033'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3033'STATION IS LOCATED 11.1 MI (17.86 KM) SOUTHWEST OF ADAMS RUN, 23.8 MI
 CK3033'(38.3 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK3033'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3033'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3033'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3033'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3033'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3033'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 4.3 MI (6.92 KM) TO
 CK3033'THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), CONTINUE ON ROAD 26
 CK3033'FOR 6.45 MI (10.38 KM) TO THE NORTH END OF THE BRIDGE OVER THE ASHEPOO
 CK3033'RIVER, CONTINUE ON ROAD 26 FOR 1.0 MI (1.61 KM) TO THE STATION ON THE
 CK3033'LEFT IN THE SOUTHEAST ANGLE OF A GATED GRASSY ROAD LEADING TO THE
 CK3033'MARSH. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 CK3033'ROAD 26, 36.1 FT (18.9 M) EAST NORTHEAST OF THE CENTER OF ROAD 26,
 CK3033'25.5 FT (15.7 M) SOUTH OF THE CENTER OF THE GRASSY ROAD, 33.6 FT (10.2
 CK3033'M) SOUTHWEST OF THE SOUTH METAL GATE POST, 10.8 FT (3.3 M) NORTH OF A
 CK3033'1.9-FOOT BLAZED PINE TREE, 2.0 FT (0.6 M) WEST SOUTHWEST OF A WITNESS
 CK3033'POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3021 ***********************************************************************
 CK3021  DESIGNATION -  15 102
 CK3021  PID         -  CK3021
 CK3021  STATE/COUNTY-  SC/COLLETON
 CK3021  USGS QUAD   -  FENWICK (1960)
 CK3021
 CK3021                         *CURRENT SURVEY CONTROL
 CK3021  ___________________________________________________________________
 CK3021* NAD 83(1986)-  32 38 06.     (N)    080 29 51.     (W)     SCALED    
 CK3021* NAVD 88     -         9.866  (meters)      32.37   (feet)  ADJUSTED  
 CK3021  ___________________________________________________________________
 CK3021  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 CK3021  DYNAMIC HT  -           9.855 (meters)      32.33  (feet)  COMP
 CK3021  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CK3021
 CK3021  VERT ORDER  -  FIRST     CLASS II
 CK3021
 CK3021.The horizontal coordinates were scaled from a topographic map and have
 CK3021.an estimated accuracy of +/- 6 seconds.
 CK3021
 CK3021.The orthometric height was determined by differential leveling
 CK3021.and adjusted by the National Geodetic Survey in June 1991..
 CK3021
 CK3021.The geoid height was determined by GEOID03.
 CK3021
 CK3021.The dynamic height is computed by dividing the NAVD 88
 CK3021.geopotential number by the normal gravity value computed on the
 CK3021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3021.degrees latitude (g = 980.6199 gals.).
 CK3021
 CK3021.The modeled gravity was interpolated from observed gravity values.
 CK3021
 CK3021;                    North         East    Units  Estimated Accuracy
 CK3021;SPC SC       -    89,020.      656,750.      MT  (+/- 180 meters Scaled)
 CK3021
 CK3021                          SUPERSEDED SURVEY CONTROL
 CK3021
 CK3021  NGVD 29 (03/21/89)   10.150  (m)           33.30   (f) ADJUSTED    1 2
 CK3021
 CK3021.Superseded values are not recommended for survey control.
 CK3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3021.See file dsdata.txt to determine how the superseded data were derived.
 CK3021
 CK3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS471109(NAD 83)
 CK3021_MARKER: DD = SURVEY DISK
 CK3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3021_SP_SET: CONCRETE POST
 CK3021_STAMPING: VERT 15 102 1984
 CK3021_MARK LOGO: SCGS  
 CK3021_PROJECTION: FLUSH
 CK3021_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3021+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 CK3021
 CK3021  HISTORY     - Date     Condition        Report By
 CK3021  HISTORY     - 1984     MONUMENTED       SCGS
 CK3021  HISTORY     - 20050725 GOOD             SCGS
 CK3021
 CK3021                          STATION DESCRIPTION
 CK3021
 CK3021'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3021'15.3 KM (9.5 MI) SE FROM GREEN POND.
 CK3021'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE GREEN
 CK3021'POND POST OFFICE, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3021'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3021'U.S. HIGHWAY 17, THENCE 14.3 KILOMETERS (8.9 MILES) SOUTHERLY ALONG
 CK3021'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE AIRY HALL PLANTATION, SET
 CK3021'NEAR THE FIRST OAK TREE LEFT OF THE ENTRANCE ROAD, 34.0 METERS (111.5
 CK3021'FEET) NORTHWEST OF A LONE 12-INCH MAGNOLIA TREE, 15.1 METERS (49.6
 CK3021'FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 8.7 METERS
 CK3021'(28.6 FEET) SOUTH-SOUTHEAST OF A POWER POLE, 14.2 METERS (46.8 FEET)
 CK3021'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD,
 CK3021'2.1 METERS (7.2 FEET) SOUTH-SOUTHWEST OF A WOODEN FENCE, 4.0 METERS
 CK3021'(13.2 FEET) EAST-NORTHEAST OF THE THE FIRST OAK TREE LEFT OF THE
 CK3021'ENTRANCE ROAD.
 CK3021'THE MARK IS 2.00 METERS  SSW FROM A WITNESS POST.
 CK3021'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3021
 CK3021                          STATION RECOVERY (2005)
 CK3021
 CK3021'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3021'STATION IS LOCATED 9.5 MI (15.29 KM) SOUTHEAST OF GREEN POND, 21.0 MI
 CK3021'(33.8 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--AIRY HALL
 CK3021'PLANTATION, BENNETTS POINT ROAD, GREEN POND, SC 29446. TO REACH THE
 CK3021'STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND
 CK3021'STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH
 CK3021'SOUTHEAST OF GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI (4.67
 CK3021'KM) TO THE JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN RIGHT
 CK3021'ON ROAD 26 FOR 4.3 MI (6.92 KM) TO THE JUNCTION OF A SAND ROAD
 CK3021'(BLOCKER RUN ROAD), CONTINUE ON ROAD 26 FOR 4.65 MI (7.48 KM) TO THE
 CK3021'STATION ON THE LEFT NEAR A WOODEN FENCE LINE IN THE NORTHEAST ANGLE OF
 CK3021'THE NORTH ENTRANCE DRIVE FOR AIRY HALL PLANTATION. STATION IS A
 CK3021'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ENTRANCE DRIVE,
 CK3021'49.0 FT (14.9 M) EAST OF THE CENTER OF THE ROAD, 29.0 FT (8.8 M)
 CK3021'NORTHEAST OF THE CENTER OF THE ENTRANCE DRIVE, 6.2 FT (1.9 M) SOUTH
 CK3021'SOUTHWEST OF THE FENCE LINE, 35.5 FT (10.8 M) SOUTHEAST OF A TELEPHONE
 CK3021'JUNCTION BOX A/175, 28.5 FT (8.7 M) SOUTH SOUTHEAST OF A POWER POLE
 CK3021'WITH A SCGS REFERENCE WASHER ATTACHED, 17.6 FT (5.4 M) SOUTHWEST OF A
 CK3021'WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3020 ***********************************************************************
 CK3020  DESIGNATION -  15 103
 CK3020  PID         -  CK3020
 CK3020  STATE/COUNTY-  SC/COLLETON
 CK3020  USGS QUAD   -  GREEN POND (1988)
 CK3020
 CK3020                         *CURRENT SURVEY CONTROL
 CK3020  ___________________________________________________________________
 CK3020* NAD 83(2001)-  32 39 50.87412(N)    080 31 38.27828(W)     ADJUSTED  
 CK3020* NAVD 88     -         2.675  (meters)       8.78   (feet)  ADJUSTED  
 CK3020  ___________________________________________________________________
 CK3020  X           -     884,546.535 (meters)                     COMP
 CK3020  Y           -  -5,301,357.422 (meters)                     COMP
 CK3020  Z           -   3,422,644.550 (meters)                     COMP
 CK3020  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CK3020  ELLIP HEIGHT-         -29.21  (meters)          (12/20/99) GPS OBS
 CK3020  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 CK3020  DYNAMIC HT  -           2.672 (meters)       8.77  (feet)  COMP
 CK3020  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 CK3020
 CK3020  HORZ ORDER  -  FIRST
 CK3020  VERT ORDER  -  FIRST     CLASS II
 CK3020  ELLP ORDER  -  FOURTH    CLASS I
 CK3020
 CK3020.The horizontal coordinates were established by GPS observations
 CK3020.and adjusted by the National Geodetic Survey in March 2004..
 CK3020
 CK3020.The orthometric height was determined by differential leveling
 CK3020.and adjusted by the National Geodetic Survey in June 1991..
 CK3020
 CK3020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3020
 CK3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3020
 CK3020.The ellipsoidal height was determined by GPS observations
 CK3020.and is referenced to NAD 83.
 CK3020
 CK3020.The geoid height was determined by GEOID03.
 CK3020
 CK3020.The dynamic height is computed by dividing the NAVD 88
 CK3020.geopotential number by the normal gravity value computed on the
 CK3020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3020.degrees latitude (g = 980.6199 gals.).
 CK3020
 CK3020.The modeled gravity was interpolated from observed gravity values.
 CK3020
 CK3020;                    North         East     Units Scale Factor Converg.
 CK3020;SPC SC       -    92,239.427   653,939.454   MT  0.99994623   +0 15 43.4
 CK3020;SPC SC       -   302,622.79  2,145,470.65   iFT  0.99994623   +0 15 43.4
 CK3020;UTM  17      - 3,614,152.237   544,324.468   MT  0.99962423   +0 15 18.5
 CK3020
 CK3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3020!SPC SC       -   1.00000459  x   0.99994623  =   0.99995082
 CK3020!UTM  17      -   1.00000459  x   0.99962423  =   0.99962881
 CK3020
 CK3020:                Primary Azimuth Mark                     Grid Az
 CK3020:SPC SC       -  15 119                                   292 36 05.8
 CK3020:UTM  17      -  15 119                                   292 36 30.7
 CK3020
 CK3020|---------------------------------------------------------------------|
 CK3020| PID    Reference Object                     Distance      Geod. Az  |
 CK3020|                                                           dddmmss.s |
 CK3020| CK4302 15 119                              481.451 METERS 2925149.2 |
 CK3020|---------------------------------------------------------------------|
 CK3020
 CK3020                          SUPERSEDED SURVEY CONTROL
 CK3020
 CK3020  NAD 83(1995)-  32 39 50.87416(N)    080 31 38.27851(W) AD(       ) 1
 CK3020  NAD 83(1986)-  32 39 50.88299(N)    080 31 38.28243(W) AD(       ) 1
 CK3020  NAD 27      -  32 39 50.22496(N)    080 31 38.90967(W) AD(       ) 1
 CK3020  NGVD 29 (03/21/89)    2.960  (m)            9.71   (f) ADJUSTED    1 2
 CK3020
 CK3020.Superseded values are not recommended for survey control.
 CK3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3020.See file dsdata.txt to determine how the superseded data were derived.
 CK3020
 CK3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4432414152(NAD 83)
 CK3020_MARKER: DB = BENCH MARK DISK
 CK3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3020_SP_SET: CONCRETE POST
 CK3020_STAMPING: VERT 15 103 1984
 CK3020_MARK LOGO: SCGS  
 CK3020_PROJECTION: PROJECTING 12 CENTIMETERS
 CK3020_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3020+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1987
 CK3020
 CK3020  HISTORY     - Date     Condition        Report By
 CK3020  HISTORY     - 1984     MONUMENTED       SCGS
 CK3020  HISTORY     - 1985     GOOD             SCGS
 CK3020  HISTORY     - 19870311 GOOD
 CK3020  HISTORY     - 20050725 MARK NOT FOUND   SCGS
 CK3020
 CK3020                          STATION DESCRIPTION
 CK3020
 CK3020'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3020'11.7 KM (7.3 MI) SE FROM GREEN POND.
 CK3020'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3020'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3020'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3020'U.S. HIGHWAY 17, THENCE 9.9 KILOMETERS (6.15 MILES) SOUTHERLY ALONG
 CK3020'COUNTY ROAD S-15-26, SET JUST SOUTHEAST OF A 30-INCH BLAZED PINE TREE
 CK3020'ON THE NORTH SIDE OF THE ROAD, 0.9 KILOMETER (0.55 MILE) EAST OF A
 CK3020'CREEK CROSSING, 34.1 METERS (112.0 FEET) SOUTHEAST OF THE 30-INCH
 CK3020'BLAZED PINE TREE, 27.7 METERS (91.0 FEET) EAST-SOUTHEAST OF THE 6TH
 CK3020'POWER POLE EAST OF THE SMALL CREEK CROSSING, 9.0 METERS (29.5 FEET)
 CK3020'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 0.4 METER (1.1 FEET)
 CK3020'NORTH-NORTHEAST OF AN OLD WIRE FENCE.
 CK3020'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3020
 CK3020                          STATION RECOVERY (1985)
 CK3020
 CK3020'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 (GRH)
 CK3020'STATION IS 13.7 KM (8.5 MI) SOUTHWEST OF JACKSONBORO, 12.0 KM (7.5
 CK3020'MI) SOUTHEAST OF GREEN POND, 13.0 KM (8.0 MI) NORTHWEST OF THE
 CK3020'PAVEMENT END AT BENNETTS POINT, ALONG A FIELD EDGE, ON THE
 CK3020'RIGHT-OF-WAY OF COUNTY ROAD S-15-26.  OWNERSHIP--SOUTH CAROLINA
 CK3020'DEPARTMENT OF HIGHWAYS.
 CK3020'
 CK3020'TO REACH FROM THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY 64 IN
 CK3020'JACKSONBORO, GO SOUTHWEST ON HIGHWAY 17 FOR 9.9 KM (6.15 MI) TO THE
 CK3020'WEST END OF THE BRIDGE OVER THE ASHEPOO RIVER.  CONTINUE AHEAD FOR
 CK3020'1.82 KM (1.15 MI) TO A PAVED ROAD LEFT AT A PICNIC AREA ON THE
 CK3020'RIGHT.  TURN LEFT, SOUTH, ON S-15-26 FOR 7.3 KM (4.5 MI) TO THE
 CK3020'EBENEZER BAPTIST CHURCH ON THE RIGHT.  CONTINUE AHEAD FOR 2.2 KM
 CK3020'(1.4 MI) TO A DIRT ROAD RIGHT JUST PAST A CREEK.  CONTINUE AHEAD
 CK3020'FOR 0.53 KM (0.35 MI) TO THE MARK ON THE RIGHT.
 CK3020'
 CK3020'STATION MARK, A SOUTH CAROLINA GEODETIC SURVEY ALL-PURPOSE DISK
 CK3020'STAMPED---VERT 15 103 1984---, IS SET IN THE TOP OF A ROUND
 CK3020'CONCRETE POST PROJECTING 4 CM ABOVE GROUND.  IT IS 9.2 METERS
 CK3020'SOUTHWEST OF THE ROAD CENTER, 0.3 METER NORTH-NORTHEAST OF A SHORT
 CK3020'METAL WITNESS POST, 2.0 METERS FROM THE FIELD EDGE, 27.2 METERS
 CK3020'SOUTHEAST OF A UTILITY POLE, AND 56.5 METERS NORTHWEST OF A UTILITY
 CK3020'POLE ACROSS THE ROAD FROM A LARGE TWIN-TRUNKED PINE TREE.
 CK3020'
 CK3020'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK3020
 CK3020                          STATION RECOVERY (1987)
 CK3020
 CK3020'RECOVERED 1987
 CK3020'RECOVERED IN GOOD CONDITION.
 CK3020
 CK3020                          STATION RECOVERY (2005)
 CK3020
 CK3020'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK3020'A CONCRETE POST WAS FOUND WITH DISK STEM, DISK WAS NOT LOCATED,
 CK3020'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3012 ***********************************************************************
 CK3012  DESIGNATION -  15 104
 CK3012  PID         -  CK3012
 CK3012  STATE/COUNTY-  SC/COLLETON
 CK3012  USGS QUAD   -  GREEN POND (1988)
 CK3012
 CK3012                         *CURRENT SURVEY CONTROL
 CK3012  ___________________________________________________________________
 CK3012* NAD 83(1986)-  32 40 41.     (N)    080 33 50.     (W)     SCALED    
 CK3012* NAVD 88     -         7.196  (meters)      23.61   (feet)  ADJUSTED  
 CK3012  ___________________________________________________________________
 CK3012  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 CK3012  DYNAMIC HT  -           7.188 (meters)      23.58  (feet)  COMP
 CK3012  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 CK3012
 CK3012  VERT ORDER  -  FIRST     CLASS II
 CK3012
 CK3012.The horizontal coordinates were scaled from a topographic map and have
 CK3012.an estimated accuracy of +/- 6 seconds.
 CK3012
 CK3012.The orthometric height was determined by differential leveling
 CK3012.and adjusted by the National Geodetic Survey in June 1991..
 CK3012
 CK3012.The geoid height was determined by GEOID03.
 CK3012
 CK3012.The dynamic height is computed by dividing the NAVD 88
 CK3012.geopotential number by the normal gravity value computed on the
 CK3012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3012.degrees latitude (g = 980.6199 gals.).
 CK3012
 CK3012.The modeled gravity was interpolated from observed gravity values.
 CK3012
 CK3012;                    North         East    Units  Estimated Accuracy
 CK3012;SPC SC       -    93,770.      650,500.      MT  (+/- 180 meters Scaled)
 CK3012
 CK3012                          SUPERSEDED SURVEY CONTROL
 CK3012
 CK3012  NGVD 29 (03/21/89)    7.481  (m)           24.54   (f) ADJUSTED    1 2
 CK3012
 CK3012.Superseded values are not recommended for survey control.
 CK3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3012.See file dsdata.txt to determine how the superseded data were derived.
 CK3012
 CK3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS408156(NAD 83)
 CK3012_MARKER: DD = SURVEY DISK
 CK3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3012_SP_SET: CONCRETE POST
 CK3012_STAMPING: VERT 15 104 1984
 CK3012_MARK LOGO: SCGS  
 CK3012_PROJECTION: RECESSED 5 CENTIMETERS
 CK3012_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3012+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 CK3012
 CK3012  HISTORY     - Date     Condition        Report By
 CK3012  HISTORY     - 1984     MONUMENTED       SCGS
 CK3012  HISTORY     - 20050720 GOOD             SCGS
 CK3012
 CK3012                          STATION DESCRIPTION
 CK3012
 CK3012'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3012'7.7 KM (4.8 MI) SE FROM GREEN POND.
 CK3012'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE GREEN
 CK3012'POND POST OFFICE, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3012'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3012'U.S. HIGHWAY 17, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTHERLY ALONG
 CK3012'CCOUNTY ROAD S-15-26, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST ALONG
 CK3012'A SAND ROAD TO A STEEL GATE, CONTINUE AHEAD 1.1 KILOMETERS (0.7 MILE)
 CK3012'SOUTHWESTERLY ALONG THE SAND ROAD, SET NEAR A LONE TWIN TRUNK OAK
 CK3012'TREE, 47.9 METERS (157.3 FEET) WEST-SOUTHWEST OF A POWER POLE,
 CK3012'6.0 METERS (19.8 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 CK3012'THE SAND ROAD, 2.8 METERS (9.2 FEET) EAST-NORTHEAST OF THE LONE TWIN
 CK3012'TRUNK OAK TREE.
 CK3012'THE MARK IS 0.50 METERS  SSE FROM A WITNESS POST.
 CK3012'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK3012
 CK3012                          STATION RECOVERY (2005)
 CK3012
 CK3012'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3012'STATION IS LOCATED 4.7 MI (7.56 KM) SOUTHEAST OF GREEN POND, 16.7 MI
 CK3012'(26.88 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH CAROLINA
 CK3012'DEPARTMENT OF NATURAL RESOURCES, 585 DONNELLEY DRIVE, GREEN POND, SC
 CK3012'29446 PHONE 843-844-8957.   TO REACH THE STATION FROM THE JUNCTION OF
 CK3012'U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND
 CK3012'HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK3012'NORTHEAST ON HIGHWAY 17 FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A
 CK3012'GATED SAND ROAD (DONNELLY ROAD), TURN RIGHT ON THE SAND ROAD FOR 4.05
 CK3012'MI (6.52 KM) TO THE JUNCTION OF A SAND ROAD(BLOCKER RUN ROAD), TURN
 CK3012'LEFT ON THE SAND ROAD FOR 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT
 CK3012'NEAR A DOUBLE-TRUNKED LIVE OAK TREE. STATION IS A CONCRETE POST
 CK3012'RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE ROAD, 17.2 FT (5.2 M) NORTH
 CK3012'NORTHWEST OF THE CENTER OF THE ROAD, 9.3 FT (2.8 M) EAST NORTHEAST OF
 CK3012'THE 4.5-FOOT DOUBLE-TRUNKED LIVE OAK TREE, 157.2 FT (47.9 M) WEST OF A
 CK3012'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 2.9 FT (0.9 M) SOUTH
 CK3012'OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3013 ***********************************************************************
 CK3013  DESIGNATION -  15 105
 CK3013  PID         -  CK3013
 CK3013  STATE/COUNTY-  SC/COLLETON
 CK3013  USGS QUAD   -  GREEN POND (1988)
 CK3013
 CK3013                         *CURRENT SURVEY CONTROL
 CK3013  ___________________________________________________________________
 CK3013* NAD 83(1986)-  32 40 03.     (N)    080 34 27.     (W)     SCALED    
 CK3013* NAVD 88     -         9.024  (meters)      29.61   (feet)  ADJUSTED  
 CK3013  ___________________________________________________________________
 CK3013  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 CK3013  DYNAMIC HT  -           9.014 (meters)      29.57  (feet)  COMP
 CK3013  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 CK3013
 CK3013  VERT ORDER  -  FIRST     CLASS II
 CK3013
 CK3013.The horizontal coordinates were scaled from a topographic map and have
 CK3013.an estimated accuracy of +/- 6 seconds.
 CK3013
 CK3013.The orthometric height was determined by differential leveling
 CK3013.and adjusted by the National Geodetic Survey in June 1991..
 CK3013
 CK3013.The geoid height was determined by GEOID03.
 CK3013
 CK3013.The dynamic height is computed by dividing the NAVD 88
 CK3013.geopotential number by the normal gravity value computed on the
 CK3013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3013.degrees latitude (g = 980.6199 gals.).
 CK3013
 CK3013.The modeled gravity was interpolated from observed gravity values.
 CK3013
 CK3013;                    North         East    Units  Estimated Accuracy
 CK3013;SPC SC       -    92,590.      649,540.      MT  (+/- 180 meters Scaled)
 CK3013
 CK3013                          SUPERSEDED SURVEY CONTROL
 CK3013
 CK3013  NGVD 29 (03/21/89)    9.309  (m)           30.54   (f) ADJUSTED    1 2
 CK3013
 CK3013.Superseded values are not recommended for survey control.
 CK3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3013.See file dsdata.txt to determine how the superseded data were derived.
 CK3013
 CK3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS399145(NAD 83)
 CK3013_MARKER: DD = SURVEY DISK
 CK3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3013_SP_SET: CONCRETE POST
 CK3013_STAMPING: VERT 15 105 1984
 CK3013_MARK LOGO: SCGS  
 CK3013_PROJECTION: RECESSED 3 CENTIMETERS
 CK3013_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3013+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 CK3013
 CK3013  HISTORY     - Date     Condition        Report By
 CK3013  HISTORY     - 1984     MONUMENTED       SCGS
 CK3013  HISTORY     - 20050720 GOOD             SCGS
 CK3013
 CK3013                          STATION DESCRIPTION
 CK3013
 CK3013'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3013'8.0 KM (5.0 MI) SE FROM GREEN POND.
 CK3013'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE GREEN
 CK3013'POND POST OFFICE, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3013'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3013'U.S. HIGHWAY 17, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTHERLY ALONG
 CK3013'COUNTY ROAD S-15-26, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST ALONG
 CK3013'A SAND ROAD TO A STEEL GATE, CONTINUE AHEAD FOR 2.9 KILOMETERS (1.8
 CK3013'MILES) SOUTHWEST ALONG THE SAND ROAD TO A WOODEN BARN ON THE RIGHT,
 CK3013'SET NEAR THE NORTHEAST CORNER OF THE BARN, 28.4 METERS (93.3 FEET)
 CK3013'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE WOODEN MAINTENANCE
 CK3013'SHOP, 7.0 METERS (23.0 FEET) WEST OF THE APPROXIMATE CENTER OF THE
 CK3013'SAND ROAD, 6.9 METERS (22.6 FEET) NORTH-NORTHEAST OF THE NORTHEAST
 CK3013'CORNER OF THE BARN, 10.8 METERS (35.3 FEET) SOUTH OF A LARGE TWIN
 CK3013'TRUNK OAK TREE.
 CK3013'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK3013
 CK3013                          STATION RECOVERY (2005)
 CK3013
 CK3013'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3013'STATION IS LOCATED 5.0 MI (8.05 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK3013'17.2 MI (27.68 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH
 CK3013'CAROLINA DEPARTMENT OF NATURAL RESOURCES, 585 DONNELLEY DRIVE, GREEN
 CK3013'POND, SC 29446 PHONE 843-844-8957. TO REACH THE STATION FROM THE
 CK3013'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK3013'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK3013'GO NORTHEAST ON HIGHWAY 17 FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A
 CK3013'GATED SAND ROAD (DONNELLY ROAD), TURN RIGHT ON THE SAND ROAD FOR 4.05
 CK3013'MI (6.52 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), TURN
 CK3013'LEFT ON THE SAND ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT
 CK3013'NEAR THE NORTHEAST CORNER OF A WOOD BARN. STATION IS A CONCRETE POST
 CK3013'RECESSED 0.1 FT (0.0 M) AND LEVEL WITH THE SAND ROAD, 25.0 FT (7.6 M)
 CK3013'WEST OF THE CENTER OF THE ROAD, 22.8 FT (6.9 M) NORTH OF THE NORTHEAST
 CK3013'CORNER OF THE BARN, 35.3 FT (10.8 M) SOUTH OF A 4.5-FOOT LIVE OAK
 CK3013'TREE, 93.7 FT (28.6 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CK3013'WOOD TRACTOR SHED. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3014 ***********************************************************************
 CK3014  DESIGNATION -  15 106
 CK3014  PID         -  CK3014
 CK3014  STATE/COUNTY-  SC/COLLETON
 CK3014  USGS QUAD   -  GREEN POND (1988)
 CK3014
 CK3014                         *CURRENT SURVEY CONTROL
 CK3014  ___________________________________________________________________
 CK3014* NAD 83(1986)-  32 39 14.     (N)    080 34 37.     (W)     SCALED    
 CK3014* NAVD 88     -         6.545  (meters)      21.47   (feet)  ADJUSTED  
 CK3014  ___________________________________________________________________
 CK3014  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 CK3014  DYNAMIC HT  -           6.538 (meters)      21.45  (feet)  COMP
 CK3014  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 CK3014
 CK3014  VERT ORDER  -  FIRST     CLASS II
 CK3014
 CK3014.The horizontal coordinates were scaled from a topographic map and have
 CK3014.an estimated accuracy of +/- 6 seconds.
 CK3014
 CK3014.The orthometric height was determined by differential leveling
 CK3014.and adjusted by the National Geodetic Survey in June 1991..
 CK3014
 CK3014.The geoid height was determined by GEOID03.
 CK3014
 CK3014.The dynamic height is computed by dividing the NAVD 88
 CK3014.geopotential number by the normal gravity value computed on the
 CK3014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3014.degrees latitude (g = 980.6199 gals.).
 CK3014
 CK3014.The modeled gravity was interpolated from observed gravity values.
 CK3014
 CK3014;                    North         East    Units  Estimated Accuracy
 CK3014;SPC SC       -    91,080.      649,290.      MT  (+/- 180 meters Scaled)
 CK3014
 CK3014                          SUPERSEDED SURVEY CONTROL
 CK3014
 CK3014  NGVD 29 (03/21/89)    6.831  (m)           22.41   (f) ADJUSTED    1 2
 CK3014
 CK3014.Superseded values are not recommended for survey control.
 CK3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3014.See file dsdata.txt to determine how the superseded data were derived.
 CK3014
 CK3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS396129(NAD 83)
 CK3014_MARKER: DD = SURVEY DISK
 CK3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3014_SP_SET: CONCRETE POST
 CK3014_STAMPING: VERT 15 106 1984
 CK3014_MARK LOGO: SCGS  
 CK3014_PROJECTION: RECESSED 5 CENTIMETERS
 CK3014_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3014+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 CK3014
 CK3014  HISTORY     - Date     Condition        Report By
 CK3014  HISTORY     - 1984     MONUMENTED       SCGS
 CK3014  HISTORY     - 20050720 GOOD             SCGS
 CK3014
 CK3014                          STATION DESCRIPTION
 CK3014
 CK3014'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3014'8.5 KM (5.3 MI) SE FROM GREEN POND.
 CK3014'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE GREEN
 CK3014'POND POST OFFICE, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3014'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3014'U.S. HIGHWAY 17, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTHERLY ALONG
 CK3014'COUNTY ROAD S-15-26, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST ALONG
 CK3014'A SAND ROAD TO A STEEL GATE, CONTINUE AHEAD FOR 2.95 KILOMETERS (1.85
 CK3014'MILES) SOUTHWEST ALONG THE SAND ROAD TO A BARN, FROM THIS POINT
 CK3014'CONTINUE AHEAD ALONG THE MAIN SAND ROAD FOR 1.6 KILOMETERS (1.0 MILE)
 CK3014'TO A FORK IN THE ROAD, SET NEAR A FENCE LINE JUST BEFORE REACHING THE
 CK3014'FORK, 14.0 METERS (46.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER
 CK3014'OF A 4-FOOT HIGH STEEL BOX, 5.0 METERS (16.5 FEET) SOUTH-SOUTHEAST OF
 CK3014'THE APPROXIMATE CENTER OF THE SAND ROAD, 11.0 METERS (36.0 FEET)
 CK3014'EAST-NORTHEAST OF THE SAND ROAD LEADING SOUTHERLY, 0.9 METERS (3.0
 CK3014'FEET) NORTH-NORTHWEST OF THE FENCE LINE.
 CK3014'THE MARK IS 0.60 METERS  NNW FROM A WITNESS POST.
 CK3014'THE MARK IS 0.30 M ABOVE SAND ROAD.
 CK3014
 CK3014                          STATION RECOVERY (2005)
 CK3014
 CK3014'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3014'STATION IS LOCATED 5.8 MI (9.33 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK3014'18.0 MI (28.97 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH
 CK3014'CAROLINA DEPARTMENT OF NATURAL RESOURCES, 585 DONNELLEY DRIVE, GREEN
 CK3014'POND, SC 29446 PHONE 843-844-8957. TO REACH THE STATION FROM THE
 CK3014'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK3014'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK3014'GO SOUTHWEST ON HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF
 CK3014'STATE ROAD 161 (STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 4.3 MI
 CK3014'(6.6 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), TURN LEFT
 CK3014'ON THE SAND ROAD FOR 0.25 MI (0.4 KM) TO A GATE AT THE DONNELLY
 CK3014'WILDLIFE MANAGEMENT AREA CARETAKER RESIDENCE, CONTINUE ON THE SAND
 CK3014'ROAD FOR 0.95 MI (1.53 KM) TO THE STATION ON THE RIGHT IN THE EAST
 CK3014'ANGLE OF A GATED SAND ROAD NEAR THE FORK JUNCTION OF A SAND ROAD
 CK3014'(MARYS ISLAND ROAD). STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1
 CK3014'M) AND 0.5 FT (0.2 M) ABOVE BLOCKER RUN ROAD, 20.5 FT (6.2 M) SOUTH
 CK3014'SOUTHEAST OF THE CENTER OF BLOCKER RUN ROAD, 25.0 FT (7.6 M) NORTHEAST
 CK3014'OF THE EAST WOOD GATE POST OF SAND ROAD, 45.0 FT (13.7 M) WEST
 CK3014'SOUTHWEST OF THE SOUTH CORNER OF A TRANSFORMER NUMBER 499, 20.8 FT
 CK3014'(158.4 M) NORTH NORTHWEST OF A 1.2-FOOT OAK TREE WITH A SCGS REFERENCE
 CK3014'WASHER ATTACHED, 2.2 FT (0.7 M) NORTHWEST OF A WITNESS POST. RECOVERED
 CK3014'BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3005 ***********************************************************************
 CK3005  DESIGNATION -  15 107
 CK3005  PID         -  CK3005
 CK3005  STATE/COUNTY-  SC/COLLETON
 CK3005  USGS QUAD   -  GREEN POND (1988)
 CK3005
 CK3005                         *CURRENT SURVEY CONTROL
 CK3005  ___________________________________________________________________
 CK3005* NAD 83(1986)-  32 41 48.     (N)    080 33 23.     (W)     SCALED    
 CK3005* NAVD 88     -         3.792  (meters)      12.44   (feet)  ADJUSTED  
 CK3005  ___________________________________________________________________
 CK3005  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 CK3005  DYNAMIC HT  -           3.788 (meters)      12.43  (feet)  COMP
 CK3005  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 CK3005
 CK3005  VERT ORDER  -  FIRST     CLASS II
 CK3005
 CK3005.The horizontal coordinates were scaled from a topographic map and have
 CK3005.an estimated accuracy of +/- 6 seconds.
 CK3005
 CK3005.The orthometric height was determined by differential leveling
 CK3005.and adjusted by the National Geodetic Survey in June 1991..
 CK3005
 CK3005.The geoid height was determined by GEOID03.
 CK3005
 CK3005.The dynamic height is computed by dividing the NAVD 88
 CK3005.geopotential number by the normal gravity value computed on the
 CK3005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3005.degrees latitude (g = 980.6199 gals.).
 CK3005
 CK3005.The modeled gravity was interpolated from observed gravity values.
 CK3005
 CK3005;                    North         East    Units  Estimated Accuracy
 CK3005;SPC SC       -    95,840.      651,200.      MT  (+/- 180 meters Scaled)
 CK3005
 CK3005                          SUPERSEDED SURVEY CONTROL
 CK3005
 CK3005  NGVD 29 (03/21/89)    4.077  (m)           13.38   (f) ADJUSTED    1 2
 CK3005
 CK3005.Superseded values are not recommended for survey control.
 CK3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3005.See file dsdata.txt to determine how the superseded data were derived.
 CK3005
 CK3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS415177(NAD 83)
 CK3005_MARKER: DD = SURVEY DISK
 CK3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3005_SP_SET: CONCRETE POST
 CK3005_STAMPING: VERT 15 107 1984
 CK3005_MARK LOGO: SCGS  
 CK3005_PROJECTION: RECESSED 3 CENTIMETERS
 CK3005_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3005+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 CK3005
 CK3005  HISTORY     - Date     Condition        Report By
 CK3005  HISTORY     - 1984     MONUMENTED       SCGS
 CK3005  HISTORY     - 20050720 GOOD             SCGS
 CK3005
 CK3005                          STATION DESCRIPTION
 CK3005
 CK3005'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3005'6.4 KM (4.0 MI) SE FROM GREEN POND.
 CK3005'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE GREEN
 CK3005'POND POST OFFICE, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3005'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3005'U.S. HIGHWAY 17, THENCE 5.1 KILOMETERS (3.2 MILES) SOUTHERLY ALONG
 CK3005'COUNTY ROAD S-15-26, SET IN THE SOUTHEAST ANGLE OF THE ENTRANCE TO THE
 CK3005'LIVINGSTON PLANTATION, 23.6 METERS (77.5 FEET) EAST-NORTHEAST OF THE
 CK3005'CENTERLINE OF THE COUNTY ROAD, 4.9 METERS (16.0 FEET) SOUTH OF THE
 CK3005'APPROXIMATE CENTER OF THE ENTRANCE ROAD, 11.9 METERS (39.3 FEET)
 CK3005'WEST-SOUTHWEST OF THE TALLEST PILLAR ON THE SOUTH SIDE OF THE
 CK3005'ENTRANCE, 3.0 METERS (10.0 FEET) NORTH OF A 48-INCH OAK TREE.
 CK3005'THE MARK IS 0.30 M BELOW ROAD.
 CK3005
 CK3005                          STATION RECOVERY (2005)
 CK3005
 CK3005'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3005'STATION IS LOCATED 4.1 MI (6.6 KM) SOUTHEAST OF GREEN POND, 15.7 MI
 CK3005'(25.27 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK3005'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3005'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3005'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3005'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3005'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3005'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 3.2 MI (5.15 KM) TO
 CK3005'THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF THE DRIVEWAY TO
 CK3005'LAVINGTON PLANTATION. STATION IS A CONCRETE POST RECESSED 0.1 FT (0.0
 CK3005'M) AND LEVEL WITH THE DRIVEWAY, 76.5 FT (23.3 M) EAST NORTHEAST OF THE
 CK3005'CENTER OF THE ROAD, 16.0 FT (4.9 M) SOUTH OF THE CENTER OF THE
 CK3005'DRIVEWAY, 10.0 FT (3.0 M) NORTH OF A 2.4-FOOT OAK TREE, 39.4 FT (12.0
 CK3005'M) WEST OF THE NORTHWEST CORNER OF THE SOUTH GATE POST. RECOVERED BY
 CK3005'R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3006 ***********************************************************************
 CK3006  DESIGNATION -  15 108
 CK3006  PID         -  CK3006
 CK3006  STATE/COUNTY-  SC/COLLETON
 CK3006  USGS QUAD   -  GREEN POND (1988)
 CK3006
 CK3006                         *CURRENT SURVEY CONTROL
 CK3006  ___________________________________________________________________
 CK3006* NAD 83(1986)-  32 41 49.     (N)    080 32 15.     (W)     SCALED    
 CK3006* NAVD 88     -         3.257  (meters)      10.69   (feet)  ADJUSTED  
 CK3006  ___________________________________________________________________
 CK3006  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 CK3006  DYNAMIC HT  -           3.253 (meters)      10.67  (feet)  COMP
 CK3006  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 CK3006
 CK3006  VERT ORDER  -  FIRST     CLASS II
 CK3006
 CK3006.The horizontal coordinates were scaled from a topographic map and have
 CK3006.an estimated accuracy of +/- 6 seconds.
 CK3006
 CK3006.The orthometric height was determined by differential leveling
 CK3006.and adjusted by the National Geodetic Survey in June 1991..
 CK3006
 CK3006.The geoid height was determined by GEOID03.
 CK3006
 CK3006.The dynamic height is computed by dividing the NAVD 88
 CK3006.geopotential number by the normal gravity value computed on the
 CK3006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3006.degrees latitude (g = 980.6199 gals.).
 CK3006
 CK3006.The modeled gravity was interpolated from observed gravity values.
 CK3006
 CK3006;                    North         East    Units  Estimated Accuracy
 CK3006;SPC SC       -    95,870.      652,970.      MT  (+/- 180 meters Scaled)
 CK3006
 CK3006                          SUPERSEDED SURVEY CONTROL
 CK3006
 CK3006  NGVD 29 (03/21/89)    3.542  (m)           11.62   (f) ADJUSTED    1 2
 CK3006
 CK3006.Superseded values are not recommended for survey control.
 CK3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3006.See file dsdata.txt to determine how the superseded data were derived.
 CK3006
 CK3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS433177(NAD 83)
 CK3006_MARKER: DD = SURVEY DISK
 CK3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3006_SP_SET: CONCRETE POST
 CK3006_STAMPING: VERT 15 108 1984
 CK3006_MARK LOGO: SCGS  
 CK3006_PROJECTION: RECESSED 5 CENTIMETERS
 CK3006_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3006+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 CK3006
 CK3006  HISTORY     - Date     Condition        Report By
 CK3006  HISTORY     - 1984     MONUMENTED       SCGS
 CK3006  HISTORY     - 20050802 GOOD             SCGS
 CK3006
 CK3006                          STATION DESCRIPTION
 CK3006
 CK3006'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3006'7.7 KM (4.8 MI) SE FROM GREEN POND.
 CK3006'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE GREEN
 CK3006'POND POST OFFICE, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3006'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3006'U.S. HIGHWAY 17, THENCE 5.1 KILOMETERS (3.2 MILES) SOUTHERLY ALONG
 CK3006'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE LIVINGSTON PLANTATION,
 CK3006'THENCE 1.8 KILOMETERS (1.1 MILES) EAST ALONG THE ENTRANCE ROAD, SET
 CK3006'NEAR A 16-INCH PINE TREE AND A 20-INCH OAK TREE, 6.4 METERS (21.0
 CK3006'FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD,
 CK3006'7.6 METERS (25.0 FEET) SOUTH-SOUTHWEST OF THE BLAZED OAK TREE,
 CK3006'3.7 METERS (12.0 FEET) EAST-SOUTHEAST OF THE BLAZED PINE TREE.
 CK3006'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 CK3006'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 CK3006
 CK3006                          STATION RECOVERY (2005)
 CK3006
 CK3006'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3006'STATION IS LOCATED 5.0 MI (8.05 KM) EAST SOUTHEAST OF GREEN POND, 16.2
 CK3006'MI (26.07 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--DAVID
 CK3006'MAYBANK, LAVINGTON PLANTATION, LAVINGTON LANE, GREEN POND, SC 29446.
 CK3006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK3006'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM)
 CK3006'SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI
 CK3006'(4.67 KM) TO THE JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN
 CK3006'RIGHT ON ROAD 26 FOR 3.2 MI (5.15 KM) TO THE SAND ROAD ENTRANCE TO
 CK3006'LAVINGTON PLANTATION, TURN LEFT ON THE ENTRANCE ROAD FOR 0.05 MI (0.08
 CK3006'KM) TO THE PLANTATION GATE, CONTINUE ON THE SAND ROAD FOR 1.05 MI
 CK3006'(1.69 KM) TO THE STATION ON THE LEFT.   STATION IS A CONCRETE POST
 CK3006'RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE ROAD, 21.5 FT (6.6 M) NORTH
 CK3006'NORTHWEST OF THE CENTER OF THE ROAD, 11.7 FT (3.6 M) SOUTH SOUTHWEST
 CK3006'OF A 1.6-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 36.9 FT
 CK3006'(11.2 M) NORTH OF A 2.1-FOOT OAK TREE WITH A SCGS REFERENCE WASHER
 CK3006'ATTACHED, 1.5 FT (0.5 M) WEST SOUTHWEST OF A WITNESS POST. RECOVERED
 CK3006'BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2931 ***********************************************************************
 CK2931  DESIGNATION -  15 109
 CK2931  PID         -  CK2931
 CK2931  STATE/COUNTY-  SC/COLLETON
 CK2931  USGS QUAD   -  GREEN POND (1988)
 CK2931
 CK2931                         *CURRENT SURVEY CONTROL
 CK2931  ___________________________________________________________________
 CK2931* NAD 83(1986)-  32 42 15.     (N)    080 36 55.     (W)     SCALED    
 CK2931* NAVD 88     -         7.423  (meters)      24.35   (feet)  ADJUSTED  
 CK2931  ___________________________________________________________________
 CK2931  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2931  DYNAMIC HT  -           7.415 (meters)      24.33  (feet)  COMP
 CK2931  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 CK2931
 CK2931  VERT ORDER  -  FIRST     CLASS II
 CK2931
 CK2931.The horizontal coordinates were scaled from a topographic map and have
 CK2931.an estimated accuracy of +/- 6 seconds.
 CK2931
 CK2931.The orthometric height was determined by differential leveling
 CK2931.and adjusted by the National Geodetic Survey in June 1991..
 CK2931
 CK2931.The geoid height was determined by GEOID03.
 CK2931
 CK2931.The dynamic height is computed by dividing the NAVD 88
 CK2931.geopotential number by the normal gravity value computed on the
 CK2931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2931.degrees latitude (g = 980.6199 gals.).
 CK2931
 CK2931.The modeled gravity was interpolated from observed gravity values.
 CK2931
 CK2931;                    North         East    Units  Estimated Accuracy
 CK2931;SPC SC       -    96,650.      645,670.      MT  (+/- 180 meters Scaled)
 CK2931
 CK2931                          SUPERSEDED SURVEY CONTROL
 CK2931
 CK2931  NGVD 29 (03/21/89)    7.702  (m)           25.27   (f) ADJUSTED    1 2
 CK2931
 CK2931.Superseded values are not recommended for survey control.
 CK2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2931.See file dsdata.txt to determine how the superseded data were derived.
 CK2931
 CK2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS360185(NAD 83)
 CK2931_MARKER: DD = SURVEY DISK
 CK2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2931_SP_SET: CONCRETE POST
 CK2931_STAMPING: VERT 15 109 1984
 CK2931_MARK LOGO: SCGS  
 CK2931_PROJECTION: FLUSH
 CK2931_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2931+STABILITY: SURFACE MOTION
 CK2931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2931+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 CK2931
 CK2931  HISTORY     - Date     Condition        Report By
 CK2931  HISTORY     - 1984     MONUMENTED       SCGS
 CK2931  HISTORY     - 19920331 GOOD             SCGS
 CK2931  HISTORY     - 20050706 GOOD             SCGS
 CK2931
 CK2931                          STATION DESCRIPTION
 CK2931
 CK2931'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2931'2.9 KM (1.8 MI) SW FROM GREEN POND.
 CK2931'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 17.
 CK2931'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2931'POST OFFICE IN GREEN POND, THENCE 1.2 KILOMETERS (0.75 MILE) SOUTHWEST
 CK2931'ALONG U.S. HIGHWAY 17, SET BETWEEN TWO TELEPHONE JUNCTION BOXES IN THE
 CK2931'EAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-15-161, 12.3 METERS
 CK2931'(40.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS
 CK2931'(44.0 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF THE COUNTY ROAD,
 CK2931'1.1 METERS (3.6 FEET) SOUTH-SOUTHWEST OF THE NORTHEASTERN MOST
 CK2931'TELEPHONE JUNCTION BOX NUMBER 1019B, 1.1 METERS (3.6 FEET)
 CK2931'EAST-NORTHEAST OF THE SOUTHWESTERN MOST TELEPHONE JUNCTION BOX NUMBER
 CK2931'1020 WITH A WITNESS SIGN ATTACHED.
 CK2931
 CK2931                          STATION RECOVERY (1992)
 CK2931
 CK2931'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK2931'STATION IS LOCATED 2.1 MILES (3.4 KM) SOUTH OF GREEN POND.
 CK2931'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2931'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK2931'HIGHWAY 303, 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK2931'SOUTHWEST ON HIGHWAY 17 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF
 CK2931'STATE ROAD 161 (SAND ROAD) AND THE STATION IN THE EAST ANGLE OF THE
 CK2931'JUNCTION.
 CK2931'STATION IS A CONCRETE POST PROJECTING 1-INCH AND LEVEL WITH THE
 CK2931'HIGHWAY, 40.0 FEET (12.2 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 CK2931'39.4 FEET (12.0 M) NORTHEAST OF THE CENTER OF THE ROAD, 3.5 FEET
 CK2931'(1.1 M) SOUTHWEST OF A WOODEN POLE 10/19B SUPPORTING A TELEPHONE
 CK2931'JUNCTION BOX B59L/2/10, 3.6 FEET (1.1 M) NORTHEAST OF A WOODEN POLE
 CK2931'NUMBER 10/20 WITH A TELEPHONE JUNCTION BOX AND A METAL WITNESS SIGN
 CK2931'ATTACHED, 82.3 FEET (25.1 M) NORTHEAST OF HORIZONTAL STATION 15 121
 CK2931'RESET.
 CK2931'RECOVERED BY T. HALL.
 CK2931
 CK2931                          STATION RECOVERY (2005)
 CK2931
 CK2931'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2931'STATION IS LOCATED 1.9 MI (3.06 KM) SOUTH OF GREEN POND, 14.1 MI
 CK2931'(22.69 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK2931'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2931'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2931'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK2931'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK2931'HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE STATION ON THE LEFT IN THE EAST
 CK2931'ANGLE OF THE JUNCTION OF STATE ROAD 161 (STOCKS CREEK ROAD). STATION
 CK2931'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) BELOW THE
 CK2931'HIGHWAY, 40.7 FT (12.4 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 34.0
 CK2931'FT (10.4 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 4.0 FT (1.2 M)
 CK2931'EAST NORTHEAST OF A TELEPHONE JUNCTION BOX A94R/10L/9R/11, 3.9 FT (1.2
 CK2931'M) SOUTH SOUTHWEST OF A TELEPHONE JUNCTION BOX A/94R/10L/9R/10, 3.8 FT
 CK2931'(1.2 M) EAST NORTHEAST A WITNESS POST BESIDE A TELEPHONE JUNCTION BOX
 CK2931'SUPPORT POST NUMBER 10/20. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3022 ***********************************************************************
 CK3022  DESIGNATION -  15 109 X
 CK3022  PID         -  CK3022
 CK3022  STATE/COUNTY-  SC/COLLETON
 CK3022  USGS QUAD   -  FENWICK (1960)
 CK3022
 CK3022                         *CURRENT SURVEY CONTROL
 CK3022  ___________________________________________________________________
 CK3022* NAD 83(1986)-  32 38 08.     (N)    080 29 02.     (W)     SCALED    
 CK3022* NAVD 88     -         1.087  (meters)       3.57   (feet)  ADJUSTED  
 CK3022  ___________________________________________________________________
 CK3022  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 CK3022  DYNAMIC HT  -           1.086 (meters)       3.56  (feet)  COMP
 CK3022  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CK3022
 CK3022  VERT ORDER  -  FIRST     CLASS II
 CK3022
 CK3022.The horizontal coordinates were scaled from a topographic map and have
 CK3022.an estimated accuracy of +/- 6 seconds.
 CK3022
 CK3022.The orthometric height was determined by differential leveling
 CK3022.and adjusted by the National Geodetic Survey in June 1991..
 CK3022
 CK3022.The geoid height was determined by GEOID03.
 CK3022
 CK3022.The dynamic height is computed by dividing the NAVD 88
 CK3022.geopotential number by the normal gravity value computed on the
 CK3022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3022.degrees latitude (g = 980.6199 gals.).
 CK3022
 CK3022.The modeled gravity was interpolated from observed gravity values.
 CK3022
 CK3022;                    North         East    Units  Estimated Accuracy
 CK3022;SPC SC       -    89,090.      658,030.      MT  (+/- 180 meters Scaled)
 CK3022
 CK3022                          SUPERSEDED SURVEY CONTROL
 CK3022
 CK3022  NGVD 29 (03/21/89)    1.372  (m)            4.50   (f) ADJUSTED    1 2
 CK3022
 CK3022.Superseded values are not recommended for survey control.
 CK3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3022.See file dsdata.txt to determine how the superseded data were derived.
 CK3022
 CK3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS484110(NAD 83)
 CK3022_MARKER: DD = SURVEY DISK
 CK3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3022_SP_SET: CONCRETE POST
 CK3022_STAMPING: VERT 15 109 X 1984
 CK3022_MARK LOGO: SCGS  
 CK3022_PROJECTION: RECESSED 5 CENTIMETERS
 CK3022_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3022+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 CK3022
 CK3022  HISTORY     - Date     Condition        Report By
 CK3022  HISTORY     - 1984     MONUMENTED       SCGS
 CK3022  HISTORY     - 20050802 GOOD             SCGS
 CK3022
 CK3022                          STATION DESCRIPTION
 CK3022
 CK3022'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3022'16.1 KM (10.0 MI) SE FROM GREEN POND.
 CK3022'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE GREEN
 CK3022'POND POST OFFICE, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3022'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3022'U.S. HIGHWAY 17, THENCE 14.3 KILOMETERS (8.9 MILES) SOUTHERLY ALONG
 CK3022'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE AIRY HALL PLANTATION,
 CK3022'THENCE 0.1 KILOMETER (0.05 MILE) EASTERLY ALONG THE ENTRANCE ROAD TO A
 CK3022'STEEL GATE AND A ONE-STORY BRICK HOUSE ON THE RIGHT, CONTINUE AHEAD
 CK3022'THROUGH THE GATE FOR 1.3 KILOMETERS (0.8 MILE), SET NEAR A 90-INCH OAK
 CK3022'TREE AT THE SOUTHEAST CORNER OF THE NORTH POND, 10.1 METERS (33.0
 CK3022'FEET) NORTH OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD, 6.6 METERS
 CK3022'(21.5 FEET) SOUTHEAST OF THE APPROXIMATE EDGE OF THE NORTH POND, 5.8
 CK3022'KILOMETERS (19.0 FEET) EAST OF THE OAK TREE, 19.5 METERS (64.0 FEET)
 CK3022'SOUTHWEST OF A TRIPLE TRUNK OAK TREE.
 CK3022'THE MARK IS 0.40 M BELOW ENTRANCE ROAD.
 CK3022
 CK3022                          STATION RECOVERY (2005)
 CK3022
 CK3022'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3022'STATION IS LOCATED 9.4 MI (15.13 KM) SOUTH OF JACKSONBORO, 21.4 MI
 CK3022'(34.44 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--H.B.  LIMEHOUSE,
 CK3022'8917 BENNETTS POINT ROAD, GREEN POND, SC 29446. TO REACH THE STATION
 CK3022'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3022'HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF
 CK3022'GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE
 CK3022'JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26
 CK3022'FOR 4.3 MI (6.92 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN
 CK3022'ROAD), CONTINUE ON ROAD 26 FOR 4.65 MI (7.48 KM) TO THE JUNCTION OF A
 CK3022'SAND ROAD ENTRANCE TO AIRY HALL PLANTATION, TURN LEFT ON THE ENTRANCE
 CK3022'ROAD FOR 0.05 MI (0.08 KM) TO THE GATE HOUSE, CONTINUE ON THE SAND
 CK3022'ROAD FOR 0.8 MI (1.29 KM) TO THE STATION ON THE LEFT NEAR A LARGE LIVE
 CK3022'OAK TREE AT THE SOUTHEAST CORNER OF A POND. STATION IS A CONCRETE POST
 CK3022'RECESSED 0.2 FT (0.1 M) AND 0.5 FT (0.2 M) BELOW THE ROAD, 35.0 FT
 CK3022'(10.7 M) NORTH OF THE CENTER OF THE ROAD, 19.5 FT (5.9 M) EAST OF THE
 CK3022'4.5-FOOT LIVE OAK TREE, 70.1 FT (21.4 M) WEST SOUTHWEST OF A WOOD
 CK3022'CORNER FENCE POST, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST. RECOVERED
 CK3022'BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3124 ***********************************************************************
 CK3124  DESIGNATION -  15 110
 CK3124  PID         -  CK3124
 CK3124  STATE/COUNTY-  SC/COLLETON
 CK3124  USGS QUAD   -  FENWICK (1960)
 CK3124
 CK3124                         *CURRENT SURVEY CONTROL
 CK3124  ___________________________________________________________________
 CK3124* NAD 83(1986)-  32 43 55.     (N)    080 27 08.     (W)     SCALED    
 CK3124* NAVD 88     -         3.509  (meters)      11.51   (feet)  ADJUSTED  
 CK3124  ___________________________________________________________________
 CK3124  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 CK3124  DYNAMIC HT  -           3.505 (meters)      11.50  (feet)  COMP
 CK3124  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 CK3124
 CK3124  VERT ORDER  -  FIRST     CLASS II
 CK3124
 CK3124.The horizontal coordinates were scaled from a topographic map and have
 CK3124.an estimated accuracy of +/- 6 seconds.
 CK3124
 CK3124.The orthometric height was determined by differential leveling
 CK3124.and adjusted by the National Geodetic Survey in June 1991..
 CK3124
 CK3124.The geoid height was determined by GEOID03.
 CK3124
 CK3124.The dynamic height is computed by dividing the NAVD 88
 CK3124.geopotential number by the normal gravity value computed on the
 CK3124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3124.degrees latitude (g = 980.6199 gals.).
 CK3124
 CK3124.The modeled gravity was interpolated from observed gravity values.
 CK3124
 CK3124;                    North         East    Units  Estimated Accuracy
 CK3124;SPC SC       -    99,790.      660,940.      MT  (+/- 180 meters Scaled)
 CK3124
 CK3124                          SUPERSEDED SURVEY CONTROL
 CK3124
 CK3124  NGVD 29 (03/21/89)    3.796  (m)           12.45   (f) ADJUSTED    1 2
 CK3124
 CK3124.Superseded values are not recommended for survey control.
 CK3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3124.See file dsdata.txt to determine how the superseded data were derived.
 CK3124
 CK3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS513217(NAD 83)
 CK3124_MARKER: DD = SURVEY DISK
 CK3124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3124_SP_SET: CONCRETE POST
 CK3124_STAMPING: VERT 15 110 1984
 CK3124_MARK LOGO: SCGS  
 CK3124_PROJECTION: FLUSH
 CK3124_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3124+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 CK3124
 CK3124  HISTORY     - Date     Condition        Report By
 CK3124  HISTORY     - 1984     MONUMENTED       SCGS
 CK3124  HISTORY     - 20050802 GOOD             SCGS
 CK3124
 CK3124                          STATION DESCRIPTION
 CK3124
 CK3124'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3124'4.8 KM (3.0 MI) SSE FROM JACKSONBORO.
 CK3124'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK3124'JUNCTION OF STATE HIGHWAY 64 IN JACKSONBORO, THENCE 4.2 KILOMETERS
 CK3124'(2.6 MILES) SOUTHERLY ALONG COUNTY ROAD S-15-30 TO END OF PAVEMENT,
 CK3124'CONTINUE AHEAD FOR 0.3 KILOMETER (0.2 MILE) SOUTHERLY ALONG A SAND
 CK3124'ROAD, SET NEAR A 10-INCH TWIN TRUNK OAK TREE AT THE EDGE OF THE ROAD,
 CK3124'19.3 METERS (63.3 FEET) NORTH-NORTHEAST OF A POWER POLE, 5.6 METERS
 CK3124'(28.3 FEET) SOUTH-SOUTHEAST OF A LONE 90-INCH OAK TREE, 6.3 METERS
 CK3124'(20.8 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 CK3124'2.7 METERS (9.0 FEET) EAST-SOUTHEAST OF THE TWIN TRUNK OAK TREE.
 CK3124'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 CK3124'THE MARK IS 0.60 M ABOVE SAND ROAD.
 CK3124
 CK3124                          STATION RECOVERY (2005)
 CK3124
 CK3124'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3124'STATION IS LOCATED 2.6 MI S OF JACKSONBORO, 17.2 MILES SOUTHEAST OF
 CK3124'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3124'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM
 CK3124'THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY
 CK3124'64 (CHARLESTON HIGHWAY) IN JACKSONBORO, GO SOUTHEAST ON HIGHWAY 17 FOR
 CK3124'0.45 MILE TO THE JUNCTION OF STATE ROAD 30 (HOPE PLANTATION LANE),
 CK3124'TURN RIGHT ON ROAD 30 FOR 2.75 MILES TO THE STATION ON THE LEFT NEAR A
 CK3124'POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 CK3124'FOOT ABOVE THE ROAD, 19.0 FEET EAST NORTHEAST OF THE CENTER OF THE
 CK3124'ROAD, 15.4 FEET WEST OF THE A 1.0-FOOT SWEET GUM TREE WITH A SCGS
 CK3124'REFERENCE WASHER ATTACHED, 26.8 FEET NORTH OF A 1.6-FEET OAK TREE WITH
 CK3124'A SCGS REFERENCE WASHER ATTACHED, 19.7 FEET SOUTHEAST OF A 1.3-FOOT
 CK3124'OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 63.4 FEET NORTH OF THE
 CK3124'POWER POLE NUMBER 526596 WITH A SCGS REFERENCE WASHER ATTACHED, 1.8
 CK3124'FEET WEST SOUTHWEST OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3035 ***********************************************************************
 CK3035  DESIGNATION -  15 110 X
 CK3035  PID         -  CK3035
 CK3035  STATE/COUNTY-  SC/COLLETON
 CK3035  USGS QUAD   -  BENNETTS POINT (1960)
 CK3035
 CK3035                         *CURRENT SURVEY CONTROL
 CK3035  ___________________________________________________________________
 CK3035* NAD 83(1986)-  32 35 11.     (N)    080 27 41.     (W)     SCALED    
 CK3035* NAVD 88     -         1.890  (meters)       6.20   (feet)  ADJUSTED  
 CK3035  ___________________________________________________________________
 CK3035  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 CK3035  DYNAMIC HT  -           1.888 (meters)       6.19  (feet)  COMP
 CK3035  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 CK3035
 CK3035  VERT ORDER  -  FIRST     CLASS II
 CK3035
 CK3035.The horizontal coordinates were scaled from a topographic map and have
 CK3035.an estimated accuracy of +/- 6 seconds.
 CK3035
 CK3035.The orthometric height was determined by differential leveling
 CK3035.and adjusted by the National Geodetic Survey in June 1991..
 CK3035
 CK3035.The geoid height was determined by GEOID03.
 CK3035
 CK3035.The dynamic height is computed by dividing the NAVD 88
 CK3035.geopotential number by the normal gravity value computed on the
 CK3035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3035.degrees latitude (g = 980.6199 gals.).
 CK3035
 CK3035.The modeled gravity was interpolated from observed gravity values.
 CK3035
 CK3035;                    North         East    Units  Estimated Accuracy
 CK3035;SPC SC       -    83,650.      660,170.      MT  (+/- 180 meters Scaled)
 CK3035
 CK3035                          SUPERSEDED SURVEY CONTROL
 CK3035
 CK3035  NGVD 29 (03/21/89)    2.175  (m)            7.14   (f) ADJUSTED    1 2
 CK3035
 CK3035.Superseded values are not recommended for survey control.
 CK3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3035.See file dsdata.txt to determine how the superseded data were derived.
 CK3035
 CK3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS505055(NAD 83)
 CK3035_MARKER: DD = SURVEY DISK
 CK3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3035_SP_SET: CONCRETE POST
 CK3035_STAMPING: VERT 15 110 X 1984
 CK3035_MARK LOGO: SCGS  
 CK3035_PROJECTION: PROJECTING 8 CENTIMETERS
 CK3035_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3035+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 CK3035
 CK3035  HISTORY     - Date     Condition        Report By
 CK3035  HISTORY     - 1984     MONUMENTED       SCGS
 CK3035  HISTORY     - 20050726 GOOD             SCGS
 CK3035
 CK3035                          STATION DESCRIPTION
 CK3035
 CK3035'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3035'24.0 KM (14.9 MI) SE FROM GREEN POND.
 CK3035'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3035'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3035'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3035'U.S. HIGHWAY 17, THENCE 21.15 KILOMETERS (13.15 MILES) SOUTHERLY ALONG
 CK3035'COUNTY ROAD S-15-26, SET IN THE V OF A INTERSECTION OF A GRASSY ROAD,
 CK3035'ABOUT 0.6 KILOMETER (0.4 MILE) SOUTH OF THE ENTRANCE TO BEARS ISLAND
 CK3035'GAME MANAGEMENT AREA, 52.7 METERS (173.0 FEET) SOUTHEAST OF A POWER
 CK3035'POLE, 8.3 METERS (27.5 FEET) WEST OF THE CENTERLINE OF THE ROAD,
 CK3035'2.7 METERS (9.2 FEET) NORTHWEST OF A 13-INCH BLAZED PINE TREE,
 CK3035'2.4 METERS (8.0 FEET) EAST OF THE APPROXIMATE CENTER OF THE GRASSY
 CK3035'ROAD.
 CK3035'THE MARK IS 0.60 METERS  ENE FROM A WITNESS POST.
 CK3035'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3035
 CK3035                          STATION RECOVERY (2005)
 CK3035
 CK3035'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3035'STATION IS LOCATED 10.4 MI (16.74 KM) NORTHWEST OF EDISTO BEACH, 25.0
 CK3035'MI (40.23 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK3035'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3035'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3035'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3035'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3035'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3035'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 4.3 MI (6.92 KM) TO
 CK3035'THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), CONTINUE ON ROAD 26
 CK3035'FOR 6.45 MI (10.38 KM) TO THE NORTH END OF THE BRIDGE OVER THE ASHEPOO
 CK3035'RIVER, CONTINUE ON ROAD 26 FOR 2.5 MI (4.02 KM) TO THE STATION IN THE
 CK3035'FORK JUNCTION OF A SAND ROAD RIGHT. STATION IS A CONCRETE POST
 CK3035'PROJECTING 0.3 FT (0.1 M) AND LEVEL WITH THE SAND ROAD, 26.6 FT (8.1
 CK3035'M) WEST OF THE CENTER OF ROAD 26, 10.5 FT (11.1 M) EAST SOUTHEAST OF
 CK3035'THE CENTER OF THE SAND ROAD, 54.0 FT (16.5 M) NORTHEAST OF A POWER
 CK3035'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 4.9 FT (1.5 M) SOUTH
 CK3035'SOUTHWEST OF THE WEST LEG OF A WOOD SIGN (MID POND), 1.6 FT (0.5 M)
 CK3035'EAST NORTHEAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3125 ***********************************************************************
 CK3125  DESIGNATION -  15 111
 CK3125  PID         -  CK3125
 CK3125  STATE/COUNTY-  SC/COLLETON
 CK3125  USGS QUAD   -  FENWICK (1960)
 CK3125
 CK3125                         *CURRENT SURVEY CONTROL
 CK3125  ___________________________________________________________________
 CK3125* NAD 83(1986)-  32 43 08.     (N)    080 26 41.     (W)     SCALED    
 CK3125* NAVD 88     -         1.857  (meters)       6.09   (feet)  ADJUSTED  
 CK3125  ___________________________________________________________________
 CK3125  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 CK3125  DYNAMIC HT  -           1.855 (meters)       6.09  (feet)  COMP
 CK3125  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 CK3125
 CK3125  VERT ORDER  -  FIRST     CLASS II
 CK3125
 CK3125.The horizontal coordinates were scaled from a topographic map and have
 CK3125.an estimated accuracy of +/- 6 seconds.
 CK3125
 CK3125.The orthometric height was determined by differential leveling
 CK3125.and adjusted by the National Geodetic Survey in June 1991..
 CK3125
 CK3125.The geoid height was determined by GEOID03.
 CK3125
 CK3125.The dynamic height is computed by dividing the NAVD 88
 CK3125.geopotential number by the normal gravity value computed on the
 CK3125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3125.degrees latitude (g = 980.6199 gals.).
 CK3125
 CK3125.The modeled gravity was interpolated from observed gravity values.
 CK3125
 CK3125;                    North         East    Units  Estimated Accuracy
 CK3125;SPC SC       -    98,350.      661,650.      MT  (+/- 180 meters Scaled)
 CK3125
 CK3125                          SUPERSEDED SURVEY CONTROL
 CK3125
 CK3125  NGVD 29 (03/21/89)    2.144  (m)            7.03   (f) ADJUSTED    1 2
 CK3125
 CK3125.Superseded values are not recommended for survey control.
 CK3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3125.See file dsdata.txt to determine how the superseded data were derived.
 CK3125
 CK3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS520202(NAD 83)
 CK3125_MARKER: DD = SURVEY DISK
 CK3125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3125_SP_SET: CONCRETE POST
 CK3125_STAMPING: VERT 15 111 1984
 CK3125_MARK LOGO: SCGS  
 CK3125_PROJECTION: PROJECTING 3 CENTIMETERS
 CK3125_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3125+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK3125
 CK3125  HISTORY     - Date     Condition        Report By
 CK3125  HISTORY     - 1984     MONUMENTED       SCGS
 CK3125  HISTORY     - 20050803 GOOD             SCGS
 CK3125
 CK3125                          STATION DESCRIPTION
 CK3125
 CK3125'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3125'6.4 KM (4.0 MI) SSE FROM JACKSONBORO.
 CK3125'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG U.S HIGHWAY 17 FROM THE
 CK3125'JUNCTION OF STATE HIGHWAY 64 IN JACKSONBORO, THENCE 4.2 KILOMETERS
 CK3125'(2.6 MILES) SOUTHERLY ALONG COUNTY ROAD S-15-30 TO END OF PAVEMENT,
 CK3125'CONTINUE AHEAD FOR 2.15 KILOMETERS (1.15 MILES) SOUTHERLY ALONG A SAND
 CK3125'ROAD, SET BETWEEN A GRASSY ROAD AND A BRICK WALL AT THE ENTRANCE TO
 CK3125'THE HOPE PLANTATION, 6.4 METERS (21.0 FEET) EAST-NORTHEAST OF THE
 CK3125'APPROXIMATE CENTER OF THE SAND ROAD, 12.8 METERS (42.0 FEET)
 CK3125'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE GRASSY ROAD,
 CK3125'15.0 METERS (49.5 FEET) SOUTH-SOUTHEAST OF THE BRICK WALL, 16.4 METERS
 CK3125'(54.0 FEET) EAST-SOUTHEAST OF A POWER POLE, 3.5 METERS (11.4 FEET)
 CK3125'WEST-NORTHWEST OF A 12-INCH OAK TREE.
 CK3125'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 CK3125'THE MARK IS 0.50 M ABOVE SAND ROAD.
 CK3125
 CK3125                          STATION RECOVERY (2005)
 CK3125
 CK3125'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3125'STATION IS LOCATED 3.5 MI S OF JACKSONBORO, 18.15 MILES SOUTHEAST OF
 CK3125'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3125'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM
 CK3125'THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY
 CK3125'64 (CHARLESTON HIGHWAY) IN JACKSONBORO, GO SOUTHEAST ON HIGHWAY 17 FOR
 CK3125'0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 30 (HOPE PLANTATION
 CK3125'LANE), TURN RIGHT ON ROAD 30 FOR 3.7 MI (5.95 KM) TO THE STATION NEAR
 CK3125'A BRICK GATE IN THE NORTHEAST ANGLE OF A SAND ROAD AT THE ENTRANCE TO
 CK3125'HOPE PLANTATION. STATION IS A CONCRETE POST PROJECTING 0.1 FT (0.0 M)
 CK3125'AND LEVEL WITH THE ROAD, 22.5 FT (6.9 M) EAST NORTHEAST OF THE CENTER
 CK3125'OF THE ROAD, 13.1 FT (4.0 M) NORTH NORTHEAST OF THE NORTH END OF A
 CK3125'1.2-FOOT METAL PIPE CULVERT BENEATH THE SAND ROAD, 50.7 FT (15.5 M)
 CK3125'SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF THE EAST BRICK GATE POST,
 CK3125'11.1 FT (3.4 M) WEST NORTHWEST OF A 1.5-FOOT OAK TREE WITH A SCGS
 CK3125'REFERENCE WASHER ATTACHED, 43.0 FT (13.1 M) NORTH NORTHWEST OF THE
 CK3125'CENTER OF THE SAND ROAD, 1.5 FT (0.5 M) WEST SOUTHWEST OF A WITNESS
 CK3125'POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4295 ***********************************************************************
 CK4295  DESIGNATION -  15 112
 CK4295  PID         -  CK4295
 CK4295  STATE/COUNTY-  SC/COLLETON
 CK4295  USGS QUAD   -  EDISTO BEACH (1972)
 CK4295
 CK4295                         *CURRENT SURVEY CONTROL
 CK4295  ___________________________________________________________________
 CK4295* NAD 83(2001)-  32 28 45.55529(N)    080 19 58.91706(W)     ADJUSTED  
 CK4295* NAVD 88     -         1.783  (meters)       5.85   (feet)  ADJUSTED  
 CK4295  ___________________________________________________________________
 CK4295  X           -     904,368.782 (meters)                     COMP
 CK4295  Y           -  -5,309,203.657 (meters)                     COMP
 CK4295  Z           -   3,405,372.549 (meters)                     COMP
 CK4295  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 CK4295  ELLIP HEIGHT-         -30.39  (meters)          (05/04/06) GPS OBS
 CK4295  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 CK4295  DYNAMIC HT  -           1.781 (meters)       5.84  (feet)  COMP
 CK4295  MODELED GRAV-     979,537.4   (mgal)                       NAVD 88
 CK4295
 CK4295  HORZ ORDER  -  FIRST
 CK4295  VERT ORDER  -  FIRST     CLASS II
 CK4295  ELLP ORDER  -  FOURTH    CLASS II
 CK4295
 CK4295.The horizontal coordinates were established by GPS observations
 CK4295.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4295
 CK4295.The orthometric height was determined by differential leveling
 CK4295.and adjusted by the National Geodetic Survey in September 1998..
 CK4295
 CK4295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4295
 CK4295.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4295
 CK4295.The ellipsoidal height was determined by GPS observations
 CK4295.and is referenced to NAD 83.
 CK4295
 CK4295.The geoid height was determined by GEOID03.
 CK4295
 CK4295.The dynamic height is computed by dividing the NAVD 88
 CK4295.geopotential number by the normal gravity value computed on the
 CK4295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK4295.degrees latitude (g = 980.6199 gals.).
 CK4295
 CK4295.The modeled gravity was interpolated from observed gravity values.
 CK4295
 CK4295;                    North         East     Units Scale Factor Converg.
 CK4295;SPC SC       -    71,845.883   672,293.808   MT  1.00000735   +0 22 11.2
 CK4295;SPC SC       -   235,714.84  2,205,688.35   iFT  1.00000735   +0 22 11.2
 CK4295;UTM  17      - 3,593,762.695   562,669.309   MT  0.99964843   +0 21 29.4
 CK4295
 CK4295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4295!SPC SC       -   1.00000477  x   1.00000735  =   1.00001212
 CK4295!UTM  17      -   1.00000477  x   0.99964843  =   0.99965320
 CK4295
 CK4295:                Primary Azimuth Mark                     Grid Az
 CK4295:SPC SC       -  15 113                                   052 48 38.5
 CK4295:UTM  17      -  15 113                                   052 49 20.3
 CK4295
 CK4295|---------------------------------------------------------------------|
 CK4295| PID    Reference Object                     Distance      Geod. Az  |
 CK4295|                                                           dddmmss.s |
 CK4295| CK4296 15 113                              APPROX. 0.7 KM 0531049.7 |
 CK4295|---------------------------------------------------------------------|
 CK4295
 CK4295                          SUPERSEDED SURVEY CONTROL
 CK4295
 CK4295  NAD 83(2001)-  32 28 45.55551(N)    080 19 58.91752(W) AD(       ) 1
 CK4295  NAD 83(1995)-  32 28 45.55539(N)    080 19 58.91747(W) AD(       ) 1
 CK4295  ELLIP H (12/20/99)  -30.36   (m)                       GP(       ) 4 1
 CK4295  NAD 83(1986)-  32 28 45.56720(N)    080 19 58.92227(W) AD(       ) 1
 CK4295  NAD 27      -  32 28 44.87735(N)    080 19 59.55620(W) AD(       ) 1
 CK4295  NAVD 88 (05/04/06)    1.78   (m)            5.8    (f) LEVELING    3  
 CK4295  NGVD 29 (03/31/93)    2.08   (m)            6.8    (f) LEVELING    3  
 CK4295
 CK4295.Superseded values are not recommended for survey control.
 CK4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4295.See file dsdata.txt to determine how the superseded data were derived.
 CK4295
 CK4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6266993763(NAD 83)
 CK4295_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4295_SP_SET: CONCRETE POST
 CK4295_STAMPING: 15 112 1985
 CK4295_MARK LOGO: NGS   
 CK4295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4295+STABILITY: SURFACE MOTION
 CK4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4295+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CK4295
 CK4295  HISTORY     - Date     Condition        Report By
 CK4295  HISTORY     - 1985     MONUMENTED       NGS
 CK4295  HISTORY     - 1985     GOOD             NGS
 CK4295  HISTORY     - 19870223 GOOD
 CK4295  HISTORY     - 19880328 GOOD             SCCC
 CK4295  HISTORY     - 19910521 GOOD             SCGS
 CK4295  HISTORY     - 19920315 GOOD             SURTEC
 CK4295  HISTORY     - 19940206 GOOD             SCGS
 CK4295  HISTORY     - 19950206 GOOD             SCGS
 CK4295  HISTORY     - 19950206 GOOD             SCGS
 CK4295  HISTORY     - 19950920 GOOD             SCGS
 CK4295  HISTORY     - 20040727 GOOD             INDIV
 CK4295  HISTORY     - 20050831 GOOD             SCGS
 CK4295
 CK4295                          STATION DESCRIPTION
 CK4295
 CK4295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4295'STATION IS LOCATED AT THE SOUTHWEST END OF EDISTO BEACH, ON THE
 CK4295'RIGHT-OF-WAY OF THE MAIN ROAD PARALLELING THE BEACH, BETWEEN THE
 CK4295'SIDEWALK AND CURB AT A CURVE IN THE ROAD.  OWNERSHIP--SOUTH
 CK4295'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4295'
 CK4295'TO REACH FROM THE ENTRANCE TO EDISTO BEACH STATE PARK AT THE
 CK4295'TERMINUS OF STATE HIGHWAY 174 AT EDISTO BEACH, GO SOUTHWEST ON
 CK4295'PALMETTO DRIVE FOR 1.72 KM (1.1 MI) TO ATLANTIC STREET ON THE
 CK4295'RIGHT.  CONTINUE AHEAD FOR 2.68 KM (1.65 MI) TO S-15-679 ON THE
 CK4295'LEFT AND THE STATION ON THE LEFT.
 CK4295'
 CK4295'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4295'STAMPED---15 112 1985---,
 CK4295'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 CK4295'IS 36.4 METERS SOUTHWEST OF THE WEST CURB OF S-15-679, ON LINE WITH
 CK4295'THE WEST WALL OF THE RESIDENCE AT 2804 PALMETTO DRIVE, 0.6 METER
 CK4295'NORTHWEST OF THE NORTH EDGE OF THE SIDEWALK, 0.5 METER SOUTHEAST OF
 CK4295'THE CURB, 9.3 METERS SOUTHEAST OF THE CENTER OF PALMETTO DRIVE, AND
 CK4295'15.2 METERS SOUTHWEST OF A UTILITY POLE.
 CK4295'
 CK4295'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4295
 CK4295                          STATION RECOVERY (1985)
 CK4295
 CK4295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4295'RECOVERED IN GOOD CONDITION.
 CK4295
 CK4295                          STATION RECOVERY (1987)
 CK4295
 CK4295'RECOVERED 1987
 CK4295'RECOVERED IN GOOD CONDITION.
 CK4295
 CK4295                          STATION RECOVERY (1988)
 CK4295
 CK4295'RECOVERY NOTE BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK4295'STATION IS LOCATED AT THE SOUTHWEST END OF EDISTO BEACH, ON THE
 CK4295'RIGHT-OF-WAY OF THE MAIN ROAD PARALLELING THE BEACH, BETWEEN THE
 CK4295'SIDEWALK AND CURB AT A CURVE IN THE ROAD.  OWNERSHIP--SOUTH CAROLINA
 CK4295'DEPARTMENT OF HIGHWAYS.  FROM THE ENTRANCE TO EDISTO BEACH STATE PARK
 CK4295'AT THE TERMINUS OF STATE HIGHWAY 174 AT EDISTO BEACH, GO SOUTHWEST
 CK4295'FOR 1.1 MILES ALONG PALMETTO DRIVE TO ATLANTIC STREET ON THE RIGHT,
 CK4295'GO SOUTHWEST FOR 1.65 MILES ON PALMETTO DRIVE TO S-15-679 ON THE LEFT
 CK4295'AND THE STATION LOCATED ON THE LEFT.  MARKER IS 36.4 METERS SOUTHWEST
 CK4295'OF THE WEST CURB OF S-15-679, ON LINE WITH THE WEST WALL OF THE
 CK4295'RESIDENCE AT 2804 PALMETTO DRIVE, 0.6 METER NORTHWEST OF THE NORTH
 CK4295'EDGE OF THE SIDEWALK, 0.5 METER SOUTHEAST OF THE CURB, 9.3 METERS
 CK4295'SOUTHEAST OF THE CENTER OF PALMETTO DRIVE AND 15.2 METERS SOUTHWEST
 CK4295'OF A UTILITY POLE.  MARKER IS FLUSH WITH THE GROUND.  MARK IS A
 CK4295'STANDARD NGS STATION DISK STAMPED---15 112 1985---, SET IN THE TOP OF
 CK4295'A ROUND CONCRETE POST.
 CK4295
 CK4295                          STATION RECOVERY (1991)
 CK4295
 CK4295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4295'STATION IS LOCATED AT THE SOUTHWEST END OF EDISTO BEACH.
 CK4295'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4295'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164, 174 AND
 CK4295'STATE ROAD 55 (WILLTOWN ROAD), 1.0 MILE (1.6 KM) SOUTH OF ADAMS RUN,
 CK4295'GO SOUTHEAST ON HIGHWAY 174 FOR 16.75 MILES (26.96 KM) TO THE
 CK4295'COLLETON COUNTY LINE, CONTINUE ON HIGHWAY 174 FOR 1.3 MILES (2.1 KM)
 CK4295'TO THE ENTRANCE TO THE EDISTO BEACH STATE PARK, CONTINUE ON HIGHWAY
 CK4295'174 FOR 4.75 MILES (7.64 KM) TO THE JUNCTION OF STATE ROAD 679
 CK4295'(NEPTUNE) AND THE STATION IN THE SOUTHWEST ANGLE OF THE JUNCTION AND
 CK4295'IN LINE WITH THE SOUTHWEST SIDE OF A HOUSE (2804 PALMETTO DRIVE).
 CK4295'STATION IS A C0NCRETE POST FLUSH WITH THE GROUND AND 0.4 FOOT (0.1 M)
 CK4295'ABOVE THE HIGHWAY, 30.4 FEET (9.3 M) SOUTH SOUTHEAST OF THE CENTER OF
 CK4295'THE HIGHWAY, 1.5 FEET (0.5 M) SOUTH SOUTHEAST OF THE SOUTH EDGE OF
 CK4295'THE SOUTH CURBING OF THE HIGHWAY, 1.7 FEET (0.5 M) NORTH NORTHWEST OF
 CK4295'THE NORTH EDGE OF A SIDEWALK, 70.8 FEET (21.6 M) NORTH NORTHWEST OF
 CK4295'THE WEST CORNER OF THE CONCRETE PAD UNDER THE RAISED RESIDENCE (2804
 CK4295'PALMETTO DRIVE), 149.0 FEET (45.4 M) WEST SOUTHWEST OF THE CENTER OF
 CK4295'THE ROAD, 93.6 FEET (28.5 M) WEST OF A POWER POLE NUMBER 249838.
 CK4295'RECOVERED BY R.W. ROBERTS.
 CK4295
 CK4295                          STATION RECOVERY (1992)
 CK4295
 CK4295'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK4295'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK4295'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK4295'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4295'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK4295'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK4295'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK4295'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK4295'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK4295'HIGHWAY 174 (PALMETTO BLVD) FOR 2.60 MILES (4.18 KM) TO THE JUNCTION
 CK4295'OF NEPTUNE STREET (S-15-679) AND THE STATION ON LEFT.
 CK4295'STATION IS A STANDARD DISK SET IN A CONCRETE POST FLUSH WITH THE
 CK4295'GROUND, 70.6 FEET (21.5 M) NORTH NORTHWEST OF THE WEST CORNER OF THE
 CK4295'CONCRETE SLAB UNDER A ONE STORY RESIDENCE ON PILES (2804 PALMETTO
 CK4295'BLVD), 30.4 FEET (9.3 M) SOUTH SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 CK4295'174 (2305 PALMETTO BLVD), 1.5 FEET (0.5 M) SOUTH SOUTHEAST OF THE
 CK4295'SOUTH EDGE OF THE CONCRETE CURBING OF THE HIGHWAY, 1.7 FEET (0.5 M)
 CK4295'NORTH NORTHWEST OF THE NORTH EDGE OF A CONCRETE SIDEWALK.
 CK4295
 CK4295                          STATION RECOVERY (1994)
 CK4295
 CK4295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK4295'STATION IS LOCATED ON EDISTO ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4295'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK4295'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK4295'HIGHWAYS 164, 174 AND STATE ROAD 55 (WILLTOWN ROAD) , 1.0 MILE (1.6
 CK4295'KM) SOUTH OF ADAMS RUN, GO SOUTHEAST ON HIGHWAY 174 FOR 16.65 MILES
 CK4295'(26.79 KM) TO THE COLLETON COUNTY LINE, CONTINUE ON HIGHWAY 174 FOR
 CK4295'1.25 MILES (2.01 KM) TO THE ENTRANCE LEFT TO THE EDISTO BEACH STATE
 CK4295'PARK, CONTINUE ON HIGHWAY 174 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION
 CK4295'OF STATE ROAD 679 (NEPTUNE) , CONTINUE ON HIGHWAY 174 FOR 0.05 MILE
 CK4295'(0.08 KM) TO THE STATION ON THE LEFT BETWEEN THE SIDEWALK AND THE CURB
 CK4295'AND IN LINE WITH THE SOUTHWEST SIDE OF HOUSE NUMBER 2804.  STATION IS
 CK4295'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 CK4295'HIGHWAY, 1.4 FEET (0.4 M) SOUTH SOUTHEAST OF THE SOUTH EDGE OF THE
 CK4295'CURB, 1.5 FEET (0.5 M) NORTH NORTHWEST OF THE NORTH EDGE OF THE
 CK4295'SIDEWALK, 48.6 FEET (14.8 M) WEST OF A POWER POLE NUMBER 415384, 93.7
 CK4295'FEET (28.6 M) EAST NORTHEAST OF A POWER POLE NUMBER 348315, 70.1 FEET
 CK4295'(21.4 M) NORTH NORTHWEST OF THE WEST CORNER OF A CONCRETE PAD BENEATH
 CK4295'HOUSE NUMBER 2804.  RECOVERED BY D.D.  WOODS.
 CK4295
 CK4295                          STATION RECOVERY (1995)
 CK4295
 CK4295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK4295'STATION IS LOCATED ON EDISTO ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4295'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK4295'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK4295'HIGHWAYS 164, 174 AND STATE ROAD 55 (WILLTOWN ROAD) , 1.0 MILE (1.6
 CK4295'KM) SOUTH OF ADAMS RUN, GO SOUTHEAST ON HIGHWAY 174 FOR 16.65 MILES
 CK4295'(26.79 KM) TO THE COLLETON COUNTY LINE, CONTINUE ON HIGHWAY 174 FOR
 CK4295'1.25 MILES (2.01 KM) TO THE ENTRANCE LEFT TO THE EDISTO BEACH STATE
 CK4295'PARK, CONTINUE ON HIGHWAY 174 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION
 CK4295'OF STATE ROAD 679 (NEPTUNE) , CONTINUE ON HIGHWAY 174 FOR 0.05 MILE
 CK4295'(0.08 KM) TO THE STATION ON THE LEFT BETWEEN THE SIDEWALK AND THE CURB
 CK4295'AND IN LINE WITH THE SOUTHWEST SIDE OF HOUSE NUMBER 2804.  STATION IS
 CK4295'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 CK4295'HIGHWAY, 1.4 FEET (0.4 M) SOUTH SOUTHEAST OF THE SOUTH EDGE OF THE
 CK4295'CURB, 1.5 FEET (0.5 M) NORTH NORTHWEST OF THE NORTH EDGE OF THE
 CK4295'SIDEWALK, 48.6 FEET (14.8 M) WEST OF A POWER POLE NUMBER 415384, 93.7
 CK4295'FEET (28.6 M) EAST NORTHEAST OF A POWER POLE NUMBER 348315, 70.1 FEET
 CK4295'(21.4 M) NORTH NORTHWEST OF THE WEST CORNER OF A CONCRETE PAD BENEATH
 CK4295'HOUSE NUMBER 2804.  RECOVERED BY D.D.  WOODS.
 CK4295
 CK4295                          STATION RECOVERY (1995)
 CK4295
 CK4295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK4295'STATION IS LOCATED ON EDISTO ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4295'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK4295'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK4295'HIGHWAYS 164, 174 AND STATE ROAD 55 (WILLTOWN ROAD) , 1.0 MILE (1.6
 CK4295'KM) SOUTH OF ADAMS RUN, GO SOUTHEAST ON HIGHWAY 174 FOR 16.65 MILES
 CK4295'(26.79 KM) TO THE COLLETON COUNTY LINE, CONTINUE ON HIGHWAY 174 FOR
 CK4295'1.25 MILES (2.01 KM) TO THE ENTRANCE LEFT TO THE EDISTO BEACH STATE
 CK4295'PARK, CONTINUE ON HIGHWAY 174 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION
 CK4295'OF STATE ROAD 679 (NEPTUNE) , CONTINUE ON HIGHWAY 174 FOR 0.05 MILE
 CK4295'(0.08 KM) TO THE STATION ON THE LEFT BETWEEN THE SIDEWALK AND THE CURB
 CK4295'AND IN LINE WITH THE SOUTHWEST SIDE OF HOUSE NUMBER 2804.  STATION IS
 CK4295'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 CK4295'HIGHWAY, 1.4 FEET (0.4 M) SOUTH SOUTHEAST OF THE SOUTH EDGE OF THE
 CK4295'CURB, 1.5 FEET (0.5 M) NORTH NORTHWEST OF THE NORTH EDGE OF THE
 CK4295'SIDEWALK, 48.6 FEET (14.8 M) WEST OF A POWER POLE NUMBER 415384, 93.7
 CK4295'FEET (28.6 M) EAST NORTHEAST OF A POWER POLE NUMBER 348315, 70.1 FEET
 CK4295'(21.4 M) NORTH NORTHWEST OF THE WEST CORNER OF A CONCRETE PAD BENEATH
 CK4295'HOUSE NUMBER 2804.  RECOVERED BY D.D.  WOODS.
 CK4295
 CK4295                          STATION RECOVERY (1995)
 CK4295
 CK4295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK4295'RECOVERED AS DESCRIBED.
 CK4295
 CK4295                          STATION RECOVERY (2004)
 CK4295
 CK4295'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDP)
 CK4295'RECOVERED IN GOOD CONDITION.
 CK4295
 CK4295                          STATION RECOVERY (2005)
 CK4295
 CK4295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4295'STATION IS LOCATED 0.2 MI (0.32 KM) EAST-NORTHEAST OF EDISTO BEACH,
 CK4295'35.2 MI (56.65 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK4295'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4295'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK4295'174, 165 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK4295'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK4295'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK4295'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK4295'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 2.8 MI (4.51 KM)
 CK4295'TO THE STATION ON THE LEFT IN FRONT OF A WOOD HOUSE NUMBER 2804.
 CK4295'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FT (0.2 M)
 CK4295'ABOVE THE HIGHWAY, 30.6 FT (9.3 M) SOUTH SOUTHEAST OF THE CENTER OF
 CK4295'THE HIGHWAY, 149.0 FT (45.4 M) WEST SOUTHWEST OF THE CENTER OF ROAD
 CK4295'679 (NEPTUNE STREET), 67.2 FT (20.5 M) NORTH NORTHWEST OF A FLAGPOLE,
 CK4295'48.9 FT (14.9 M) WEST OF A POWER POLE NUMBER 415384, 93.8 FT (126637.9
 CK4295'M) EAST NORTHEAST OF A POWER POLE NUMBER 348315. RECOVERED BY R.P.
 CK4295'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4296 ***********************************************************************
 CK4296  CBN         -  This is a Cooperative Base Network Control Station.
 CK4296  DESIGNATION -  15 113
 CK4296  PID         -  CK4296
 CK4296  STATE/COUNTY-  SC/COLLETON
 CK4296  USGS QUAD   -  EDISTO BEACH (1972)
 CK4296
 CK4296                         *CURRENT SURVEY CONTROL
 CK4296  ___________________________________________________________________
 CK4296* NAD 83(2001)-  32 28 58.49488(N)    080 19 38.52408(W)     ADJUSTED  
 CK4296* NAVD 88     -         2.025  (meters)       6.64   (feet)  ADJUSTED  
 CK4296  ___________________________________________________________________
 CK4296  X           -     904,857.756 (meters)                     COMP
 CK4296  Y           -  -5,308,903.400 (meters)                     COMP
 CK4296  Z           -   3,405,708.912 (meters)                     COMP
 CK4296  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 CK4296  ELLIP HEIGHT-         -30.16  (meters)          (01/30/03) GPS OBS
 CK4296  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 CK4296  DYNAMIC HT  -           2.023 (meters)       6.64  (feet)  COMP
 CK4296  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 CK4296
 CK4296  HORZ ORDER  -  B
 CK4296  VERT ORDER  -  FIRST     CLASS II
 CK4296  ELLP ORDER  -  FOURTH    CLASS II
 CK4296
 CK4296.The horizontal coordinates were established by GPS observations
 CK4296.and adjusted by the National Geodetic Survey in January 2003..
 CK4296
 CK4296.The orthometric height was determined by differential leveling
 CK4296.and adjusted by the National Geodetic Survey in September 1998..
 CK4296
 CK4296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4296
 CK4296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4296
 CK4296.The ellipsoidal height was determined by GPS observations
 CK4296.and is referenced to NAD 83.
 CK4296
 CK4296.The geoid height was determined by GEOID03.
 CK4296
 CK4296.The dynamic height is computed by dividing the NAVD 88
 CK4296.geopotential number by the normal gravity value computed on the
 CK4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK4296.degrees latitude (g = 980.6199 gals.).
 CK4296
 CK4296.The modeled gravity was interpolated from observed gravity values.
 CK4296
 CK4296;                    North         East     Units Scale Factor Converg.
 CK4296;SPC SC       -    72,247.923   672,823.680   MT  1.00000606   +0 22 22.5
 CK4296;SPC SC       -   237,033.87  2,207,426.77   iFT  1.00000606   +0 22 22.5
 CK4296;UTM  17      - 3,594,164.483   563,199.073   MT  0.99964925   +0 21 40.5
 CK4296
 CK4296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4296!SPC SC       -   1.00000474  x   1.00000606  =   1.00001080
 CK4296!UTM  17      -   1.00000474  x   0.99964925  =   0.99965398
 CK4296
 CK4296:                Primary Azimuth Mark                     Grid Az
 CK4296:SPC SC       -  15 112                                   232 48 38.1
 CK4296:UTM  17      -  15 112                                   232 49 20.1
 CK4296
 CK4296|---------------------------------------------------------------------|
 CK4296| PID    Reference Object                     Distance      Geod. Az  |
 CK4296|                                                           dddmmss.s |
 CK4296| CK4295 15 112                              APPROX. 0.7 KM 2331100.6 |
 CK4296|---------------------------------------------------------------------|
 CK4296
 CK4296                          SUPERSEDED SURVEY CONTROL
 CK4296
 CK4296  NAD 83(1995)-  32 28 58.49498(N)    080 19 38.52442(W) AD(       ) B
 CK4296  ELLIP H (09/11/96)  -30.15   (m)                       GP(       ) 4 1
 CK4296  NAD 83(1986)-  32 28 58.50662(N)    080 19 38.52831(W) AD(       ) 1
 CK4296  NAD 27      -  32 28 57.81821(N)    080 19 39.16637(W) AD(       ) 1
 CK4296  NAVD 88 (09/11/96)    2.02   (m)            6.6    (f) LEVELING    3  
 CK4296  NGVD 29 (03/31/93)    2.31   (m)            7.6    (f) LEVELING    3  
 CK4296
 CK4296.Superseded values are not recommended for survey control.
 CK4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4296.See file dsdata.txt to determine how the superseded data were derived.
 CK4296
 CK4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6319994164(NAD 83)
 CK4296_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4296_SP_SET: CONCRETE POST
 CK4296_STAMPING: 15 113 1985
 CK4296_MARK LOGO: NGS   
 CK4296_PROJECTION: FLUSH
 CK4296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4296+STABILITY: SURFACE MOTION
 CK4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4296+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK4296
 CK4296  HISTORY     - Date     Condition        Report By
 CK4296  HISTORY     - 1985     MONUMENTED       NGS
 CK4296  HISTORY     - 1985     GOOD             NGS
 CK4296  HISTORY     - 19870312 GOOD
 CK4296  HISTORY     - 19880328 GOOD             SCCC
 CK4296  HISTORY     - 19910521 GOOD             SCGS
 CK4296  HISTORY     - 19920315 GOOD             SURTEC
 CK4296  HISTORY     - 19950330 GOOD             NGS
 CK4296  HISTORY     - 19950920 GOOD             SCGS
 CK4296  HISTORY     - 19981214 GOOD             SCGS
 CK4296  HISTORY     - 20040727 GOOD             INDIV
 CK4296  HISTORY     - 20050830 GOOD             SCGS
 CK4296
 CK4296                          STATION DESCRIPTION
 CK4296
 CK4296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4296'STATION IS LOCATED NEAR THE SOUTHWEST END OF EDISTO BEACH, 3.7 KM
 CK4296'(2.3 MI) NORTHEAST OF THE ENTRANCE TO EDISTO BEACH STATE PARK AND
 CK4296'THE ROAD CURVE IN PALMETTO DRIVE, IN GRASS BETWEEN THE SIDEWALK AND
 CK4296'THE PRIVATE PROPERTY LINE.  OWNERSHIP--TOWN OF EDISTO BEACH, PO BOX
 CK4296'402, EDISTO BEACH, SC 29438. PHONE 803-869-2667.
 CK4296'
 CK4296'TO REACH FROM THE ENTRANCE TO EDISTO BEACH STATE PARK AT THE
 CK4296'TERMINUS OF STATE HIGHWAY 174 AT EDISTO BEACH, GO SOUTHWEST ON
 CK4296'PALMETTO DRIVE ALONG THE BEACH FOR 1.72 KM (1.1 MI) TO ATLANTIC
 CK4296'STREET ON THE RIGHT.  CONTINUE AHEAD FOR 2.03 KM (1.25 MI) TO
 CK4296'JENKINS STREET ON THE RIGHT AND THE STATION ON THE RIGHT.
 CK4296'
 CK4296'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4296'STAMPED---15 113 1985---,
 CK4296'IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CK4296'IT IS 22.3 METERS SOUTHWEST OF THE CENTER OF JENKINS STREET, 16.0
 CK4296'METERS EAST OF THE EAST CORNER OF AN ENCLOSED PORCH OF RESIDENCE AT
 CK4296'2202 PALMETTO DRIVE, 11.5 METERS NORTHWEST OF THE CENTER OF
 CK4296'PALMETTO DRIVE, 2.7 METERS NORTHWEST OF THE CURB, AND 0.4 METER
 CK4296'NORTHWEST OF THE NORTH EDGE OF THE SIDEWALK.  THE LOT AT THE
 CK4296'STATION IS VACANT.
 CK4296'
 CK4296'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4296
 CK4296                          STATION RECOVERY (1985)
 CK4296
 CK4296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4296'RECOVERED IN GOOD CONDITION.
 CK4296
 CK4296                          STATION RECOVERY (1987)
 CK4296
 CK4296'RECOVERED 1987
 CK4296'RECOVERED IN GOOD CONDITION.
 CK4296
 CK4296                          STATION RECOVERY (1988)
 CK4296
 CK4296'RECOVERY NOTE BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK4296'THE STATION IS LOCATED NEAR THE SOUTHWEST END OF EDISTO BEACH.  FROM
 CK4296'THE ENTRANCE TO THE EDISTO BEACH STATE PARK AT THE TERMINUS OF STATE
 CK4296'HIGHWAY 174 AT EDISTO BEACH, GO SOUTHWEST FOR 1.1 MILES ON PALMETTO
 CK4296'DRIVE ALONG THE BEACH TO ATLANTIC STREET ON THE RIGHT, GO SOUTHWEST
 CK4296'FOR 1.25 MILES ALONG PALMETTO DRIVE TO JENKINS STREET ON THE RIGHT
 CK4296'AND THE STATION LOCATED ON THE RIGHT.  MARKER IS 22.3 METERS
 CK4296'SOUTHWEST OF THE CENTER OF JENKINS STREET, 16.0 METERS EAST OF THE
 CK4296'EAST CORNER OF AN ENCLOSED PORCH OF RESIDENCE AT 2202 PALMETTO DRIVE,
 CK4296'11.5 METERS NORTHWEST OF THE CENTER OF PALMETTO DRIVE, 2.7 METERS
 CK4296'NORTHWEST OF THE CURB AND 0.4 METER NORTHWEST OF THE NORTH EDGE OF
 CK4296'THE SIDEWALK.  MARK IS FLUSH WITH THE GROUND.  MARK IS A STANDARD NGS
 CK4296'STATION DISK STAMPED---15 113 1985---, SET IN THE TOP OF A ROUND
 CK4296'CONCRETE POST.
 CK4296
 CK4296                          STATION RECOVERY (1991)
 CK4296
 CK4296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK4296'STATION IS LOCATED AT THE SOUTHWEST END OF EDISTO BEACH.
 CK4296'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4296'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164, 174 AND
 CK4296'STATE ROAD 55 (WILLTOWN ROAD), 1.0 MILE (1.6 KM) SOUTH OF ADAMS RUN,
 CK4296'GO SOUTHEAST ON HIGHWAY 174 FOR 16.75 MILES (26.96 KM) TO THE
 CK4296'COLLETON COUNTY LINE, CONTINUE ON HIGHWAY 174 FOR 1.3 MILES (2.1 KM)
 CK4296'TO THE ENTRANCE TO THE EDISTO BEACH STATE PARK, CONTINUE ON HIGHWAY
 CK4296'174 FOR 4.35 MILES (7.00 KM) TO THE STATION NEAR A LONE PALMETTO TREE
 CK4296'IN A VACANT LOT IN THE NORTHWEST ANGLE OF THE JUNCTION OF A PAVED
 CK4296'ROAD (JENKINS STREET).
 CK4296'STATION IS A C0NCRETE POST FLUSH WITH THE GROUND AND 0.2 FOOT (0.1 M)
 CK4296'ABOVE THE HIGHWAY, 1.5 FEET (0.5 M) NORTH NORTHWEST OF THE NORTHWEST
 CK4296'EDGE OF THE SIDEWALK, 8.9 FEET (2.7 M) NORTH NORTHWEST OF THE
 CK4296'NORTHWEST EDGE OF THE NORTH CURBING OF THE HIGHWAY, 37.5 FEET
 CK4296'(11.4 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 38.7 FEET
 CK4296'(11.8 M) SOUTHWEST OF THE PALMETTO TREE WITH A SCGS REFERENCE WASHER
 CK4296'ATTACHED, 56.7 FEET (17.3 M) EAST OF THE EAST CORNER OF A CONCRETE
 CK4296'BLOCK HOUSE NUMBER 2201, 74.5 FEET (22.7 M) WEST SOUTHWEST OF THE
 CK4296'CENTER OF THE STREET, 82.7 FEET (25.2 M) SOUTH SOUTHEAST OF THE EAST
 CK4296'CORNER POST FOR A HOUSE NUMBER 2204 JENKINS.
 CK4296'RECOVERED BY R.B. HICKS.
 CK4296
 CK4296                          STATION RECOVERY (1992)
 CK4296
 CK4296'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK4296'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK4296'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK4296'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4296'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK4296'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK4296'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK4296'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK4296'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK4296'HIGHWAY 174 (PALMETTO BLVD) FOR 2.20 MILES (3.54 KM) TO THE JUNCTION
 CK4296'OF JENKINS STREET NORTHWEST AND THE STATION IN THE WEST QUADRANT OF
 CK4296'THE INTERSECTION.
 CK4296'STATION IS A STANDARD DISK SET IN A CONCRETE POST FLUSH WITH THE
 CK4296'GROUND, 56.7 FEET (17.3 M) EAST OF THE EAST CORNER OF A ONE STORY
 CK4296'CONCRETE BLOCK RESIDENCE (2201 PALMETTO BLVD), 38.7 FEET (11.8 M)
 CK4296'SOUTHWEST OF A 14-INCH PALMETTO TREE WITH A SCGS REFERENCE WASHER
 CK4296'ATTACHED, 37.5 FEET (11.4 M) NORTH NORTHWEST OF THE CENTERLINE OF
 CK4296'HIGHWAY 174 (PALMETTO BLVD), 1.5 FEET (0.5 M) NORTH NORTHWEST OF THE
 CK4296'NORTHWEST EDGE OF A CONCRETE SIDEWALK.
 CK4296
 CK4296                          STATION RECOVERY (1995)
 CK4296
 CK4296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CLS)
 CK4296'STATION IS LOCATED ON EDISTO ISLAND IN THE TOWN OF EDISTO BEACH.
 CK4296'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK4296'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 CK4296'OF STATE HIGHWAYS 164, 174 AND STATE ROAD 55 (WILLTOWN ROAD), 1.0 MILE
 CK4296'(1.6 KM) SOUTH OF ADAMS RUN, GO SOUTHEAST ON HIGHWAY 174 FOR 17.1
 CK4296'MILES (27.5 KM) TO THE COLLETON COUNTY LINE, CONTINUE ON HIGHWAY 174
 CK4296'FOR 1.25 MILES (2.01 KM) TO THE ENTRANCE TO THE EDISTO BEACH STATE
 CK4296'PARK ON THE LEFT, CONTINUE ON HIGHWAY 174 FOR 2.35 MILES (3.78 KM) TO
 CK4296'THE STATION NEAR A SIDEWALK IN THE WEST ANGLE OF JENKINS STREET.
 CK4296'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 CK4296'THE HIGHWAY, 1.5 FEET (0.5 M) NORTH NORTHWEST OF THE NORTH EDGE OF THE
 CK4296'SIDEWALK, 37.7 FEET (11.5 M) NORTH NORTHWEST OF THE CENTER OF THE
 CK4296'HIGHWAY, 75.0 FEET (22.9 M) WEST SOUTHWEST OF THE CENTER OF JENKINS
 CK4296'STREET, 52.2 FEET (15.9 M) EAST OF THE EAST CORNER OF THE ENCLOSED
 CK4296'FRONT PORCH OF HOUSE NUMBER 2201, 87.5 FEET (26.7 M) SOUTH OF A POWER
 CK4296'POLE NUMBER 8432 WITH A TRANSFORMER AND GUY WIRE.
 CK4296
 CK4296                          STATION RECOVERY (1995)
 CK4296
 CK4296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK4296'RECOVERED AS DESCRIBED.
 CK4296
 CK4296                          STATION RECOVERY (1998)
 CK4296
 CK4296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4296'RECOVERED AS DESCRIBED.
 CK4296
 CK4296                          STATION RECOVERY (2004)
 CK4296
 CK4296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDP)
 CK4296'RECOVERED IN GOOD CONDITION.
 CK4296
 CK4296                          STATION RECOVERY (2005)
 CK4296
 CK4296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4296'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4297 ***********************************************************************
 CK4297  DESIGNATION -  15 114
 CK4297  PID         -  CK4297
 CK4297  STATE/COUNTY-  SC/COLLETON
 CK4297  USGS QUAD   -  GREEN POND (1988)
 CK4297
 CK4297                         *CURRENT SURVEY CONTROL
 CK4297  ___________________________________________________________________
 CK4297* NAD 83(2001)-  32 44 47.73868(N)    080 33 03.19371(W)     ADJUSTED  
 CK4297* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 CK4297  ___________________________________________________________________
 CK4297  X           -     881,552.995 (meters)                     COMP
 CK4297  Y           -  -5,296,848.235 (meters)                     COMP
 CK4297  Z           -   3,430,340.507 (meters)                     COMP
 CK4297  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CK4297  ELLIP HEIGHT-         -27.68  (meters)          (12/20/99) GPS OBS
 CK4297  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK4297
 CK4297  HORZ ORDER  -  FIRST
 CK4297  ELLP ORDER  -  FOURTH    CLASS I
 CK4297
 CK4297.The horizontal coordinates were established by GPS observations
 CK4297.and adjusted by the National Geodetic Survey in March 2004..
 CK4297
 CK4297.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4297
 CK4297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4297
 CK4297.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4297
 CK4297.The ellipsoidal height was determined by GPS observations
 CK4297.and is referenced to NAD 83.
 CK4297
 CK4297.The geoid height was determined by GEOID03.
 CK4297
 CK4297;                    North         East     Units Scale Factor Converg.
 CK4297;SPC SC       -   101,373.884   651,687.204   MT  0.99992226   +0 14 56.4
 CK4297;SPC SC       -   332,591.48  2,138,081.38   iFT  0.99992226   +0 14 56.4
 CK4297;UTM  17      - 3,623,284.108   542,073.953   MT  0.99962183   +0 14 34.6
 CK4297
 CK4297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4297!SPC SC       -   1.00000435  x   0.99992226  =   0.99992661
 CK4297!UTM  17      -   1.00000435  x   0.99962183  =   0.99962617
 CK4297
 CK4297:                Primary Azimuth Mark                     Grid Az
 CK4297:SPC SC       -  15 115                                   237 17 08.2
 CK4297:UTM  17      -  15 115                                   237 17 30.0
 CK4297
 CK4297|---------------------------------------------------------------------|
 CK4297| PID    Reference Object                     Distance      Geod. Az  |
 CK4297|                                                           dddmmss.s |
 CK4297| CK4298 15 115                              APPROX. 0.6 KM 2373204.6 |
 CK4297|---------------------------------------------------------------------|
 CK4297
 CK4297                          SUPERSEDED SURVEY CONTROL
 CK4297
 CK4297  NAD 83(1995)-  32 44 47.73870(N)    080 33 03.19377(W) AD(       ) 1
 CK4297  NAD 83(1986)-  32 44 47.74741(N)    080 33 03.19741(W) AD(       ) 1
 CK4297  NAD 27      -  32 44 47.10788(N)    080 33 03.82341(W) AD(       ) 1
 CK4297  NGVD 29 (10/12/88)    4.5    (m)           15.     (f) GPS OBS        
 CK4297
 CK4297.Superseded values are not recommended for survey control.
 CK4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4297.See file dsdata.txt to determine how the superseded data were derived.
 CK4297
 CK4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4207423284(NAD 83)
 CK4297_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4297_SP_SET: CONCRETE POST
 CK4297_STAMPING: 15 114 1985
 CK4297_MARK LOGO: NGS   
 CK4297_PROJECTION: FLUSH
 CK4297_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4297+STABILITY: SURFACE MOTION
 CK4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK4297+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 CK4297
 CK4297  HISTORY     - Date     Condition        Report By
 CK4297  HISTORY     - 1985     MONUMENTED       NGS
 CK4297  HISTORY     - 1985     GOOD             NGS
 CK4297  HISTORY     - 19870304 GOOD
 CK4297  HISTORY     - 19920309 GOOD             SCGS
 CK4297  HISTORY     - 20050725 GOOD             SCGS
 CK4297
 CK4297                          STATION DESCRIPTION
 CK4297
 CK4297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4297'STATION IS LOCATED 9.0 KM (5.6 MI) WEST-SOUTHWEST OF JACKSONBORO,
 CK4297'6.6 KM (4.1 MI) EAST-NORTHEAST OF GREEN POND, 0.6 KM (0.4 MI) EAST
 CK4297'OF THE US HIGHWAY 17 BRIDGE OVER THE ASHEPOO RIVER, ON THE HIGHWAY
 CK4297'RIGHT-OF-WAY, ON THE OLD HIGHWAY BED.  OWNERSHIP--SOUTH CAROLINA
 CK4297'DEPARTMENT OF HIGHWAYS.
 CK4297'
 CK4297'TO REACH FROM THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY 64 IN
 CK4297'JACKSONBORO, GO SOUTHWEST ON HIGHWAY 17 FOR 8.9 KM (5.5 MI) TO A
 CK4297'PAVED ROAD LEFT (S-15-197).  CONTINUE WEST  ON THE HIGHWAY FOR
 CK4297'0.33 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 CK4297'
 CK4297'STATION MARKS ARE NGS STATION DISKS STAMPED---15 114 1985---, IS
 CK4297'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 CK4297'IS 24.4 METERS NORTH OF THE HIGHWAY CENTER, 1.0 METER ABOVE THE
 CK4297'HIGHWAY, 6.3 METERS NORTH-NORTHWEST OF UTILITY POLE 144314, 1.8
 CK4297'METERS SOUTH OF A FIBERGLASS WITNESS POST IN THE FENCELINE, AND 1.4
 CK4297'METERS WEST OF THE UTILITY POLE GUY WIRE THAT IS NORTH OF THE POLE.
 CK4297'SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CK4297'1.1 METERS BELOW GROUND.
 CK4297'
 CK4297'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4297
 CK4297                          STATION RECOVERY (1985)
 CK4297
 CK4297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4297'RECOVERED IN GOOD CONDITION.
 CK4297
 CK4297                          STATION RECOVERY (1987)
 CK4297
 CK4297'RECOVERED 1987
 CK4297'RECOVERED IN GOOD CONDITION.
 CK4297
 CK4297                          STATION RECOVERY (1992)
 CK4297
 CK4297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4297'STATION IS LOCATED 0.4 MILE (0.6 KM) WEST SOUTHWEST OF ASHEPOO, 3.9
 CK4297'MILES (6.3 KM) EAST NORTHEAST OF GREEN POND. OWNERSHIP--SCDHPT,
 CK4297'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4297'803-737-1350.
 CK4297'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4297'HIGHWAY 303, 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK4297'NORTHEAST ON HIGHWAY 17 FOR 3.95 MILES (6.36 KM) TO THE WEST END OF
 CK4297'THE ASHEPOO RIVER BRIDGE, CONTINUE ON HIGHWAY 17 FOR 0.4 MILE
 CK4297'(0.6 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE NUMBER 144314
 CK4297'WITH 4 GUY WIRES, 0.2 MILES (0.3 KM) WEST SOUTHWEST OF THE JUNCTION
 CK4297'OF STATE ROAD 197.
 CK4297'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 CK4297'ABOVE THE HIGHWAY, 79.7 FEET (24.3 M) NORTH NORTHWEST OF THE CENTER OF
 CK4297'THE HIGHWAY, 20.5 FEET (6.2 M) NORTHWEST OF THE POWER POLE, 4.7 FEET
 CK4297'(1.4 M) SOUTHWEST OF THE GUY WIRE ANCHOR NORTHWEST OF THE POLE, 8.5
 CK4297'FEET (2.6 M) EAST NORTHEAST OF A 6-INCH SWEETGUM TREE WITH A SCGS
 CK4297'REFERENCE WASHER ATTACHED, 6.2 FEET (1.9 M) SOUTH SOUTHEAST OF A
 CK4297'WITNESS POST IN A FENCE LINE.
 CK4297'NOTE-MARGINAL GPS STATION.
 CK4297'RECOVERED BY C.E. GEOGHEGAN.
 CK4297
 CK4297                          STATION RECOVERY (2005)
 CK4297
 CK4297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4297'STATION IS LOCATED 3.8 MI (6.12 KM) EAST NORTHEAST OF GREEN POND,
 CK4297'12.85 MI (20.68 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK4297'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4297'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK4297'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK4297'1.35 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK4297'HIGHWAY 17 FOR 4.45 MI (7.16 KM) TO THE STATION ON THE LEFT NEAR A
 CK4297'POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 CK4297'FOOT (0.3 M) ABOVE THE HIGHWAY, 79.5 FT (24.2 M) NORTH NORTHWEST OF
 CK4297'THE CENTER OF THE HIGHWAY, 19.3 FT (5.9 M) NORTHWEST OF THE POWER POLE
 CK4297'WITH GUY WIRE, 2.0 FT (0.6 M) SOUTHWEST OF A GUY WIRE ANCHOR, 8.5 FT
 CK4297'(2.6 M) EAST NORTHEAST OF A 0.9-FOOT SWEET GUM TREE WITH A SCGS
 CK4297'REFERENCE WASHER ATTACHED, 6.2 FT (1.9 M) SOUTH SOUTHEAST OF A WIRE
 CK4297'FENCE LINE, 6.1 FT (1.9 M) SOUTH SOUTHEAST OF A WITNESS POST.
 CK4297'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4298 ***********************************************************************
 CK4298  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4298  DESIGNATION -  15 115
 CK4298  PID         -  CK4298
 CK4298  STATE/COUNTY-  SC/COLLETON
 CK4298  USGS QUAD   -  GREEN POND (1988)
 CK4298
 CK4298                         *CURRENT SURVEY CONTROL
 CK4298  ___________________________________________________________________
 CK4298* NAD 83(2001)-  32 44 36.42391(N)    080 33 24.23657(W)     ADJUSTED  
 CK4298* NAVD 88     -         3.51   (meters)      11.5    (feet)  GPS OBS   
 CK4298  ___________________________________________________________________
 CK4298  X           -     881,043.458 (meters)                     COMP
 CK4298  Y           -  -5,297,123.591 (meters)                     COMP
 CK4298  Z           -   3,430,046.996 (meters)                     COMP
 CK4298  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CK4298  ELLIP HEIGHT-         -28.32  (meters)          (05/04/06) GPS OBS
 CK4298  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK4298
 CK4298  HORZ ORDER  -  FIRST
 CK4298  ELLP ORDER  -  FOURTH    CLASS II
 CK4298
 CK4298.The horizontal coordinates were established by GPS observations
 CK4298.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4298
 CK4298.The orthometric height was determined by GPS observations and a
 CK4298.high-resolution geoid model using precise GPS observation and
 CK4298.processing techniques.
 CK4298
 CK4298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4298
 CK4298.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4298
 CK4298.The ellipsoidal height was determined by GPS observations
 CK4298.and is referenced to NAD 83.
 CK4298
 CK4298.The geoid height was determined by GEOID03.
 CK4298
 CK4298;                    North         East     Units Scale Factor Converg.
 CK4298;SPC SC       -   101,022.992   651,140.934   MT  0.99992314   +0 14 44.7
 CK4298;SPC SC       -   331,440.26  2,136,289.15   iFT  0.99992314   +0 14 44.7
 CK4298;UTM  17      - 3,622,933.379   541,527.810   MT  0.99962126   +0 14 23.1
 CK4298
 CK4298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4298!SPC SC       -   1.00000445  x   0.99992314  =   0.99992759
 CK4298!UTM  17      -   1.00000445  x   0.99962126  =   0.99962570
 CK4298
 CK4298:                Primary Azimuth Mark                     Grid Az
 CK4298:SPC SC       -  15 114                                   057 17 08.5
 CK4298:UTM  17      -  15 114                                   057 17 30.1
 CK4298
 CK4298|---------------------------------------------------------------------|
 CK4298| PID    Reference Object                     Distance      Geod. Az  |
 CK4298|                                                           dddmmss.s |
 CK4298| CK4297 15 114                              APPROX. 0.6 KM 0573153.2 |
 CK4298|---------------------------------------------------------------------|
 CK4298
 CK4298                          SUPERSEDED SURVEY CONTROL
 CK4298
 CK4298  NAD 83(2001)-  32 44 36.42228(N)    080 33 24.24113(W) AD(       ) 1
 CK4298  NAD 83(1995)-  32 44 36.42231(N)    080 33 24.24119(W) AD(       ) 1
 CK4298  ELLIP H (12/20/99)  -28.24   (m)                       GP(       ) 4 1
 CK4298  NAD 83(1986)-  32 44 36.43103(N)    080 33 24.24480(W) AD(       ) 1
 CK4298  NAD 27      -  32 44 35.79131(N)    080 33 24.87155(W) AD(       ) 1
 CK4298  NGVD 29 (10/12/88)    3.9    (m)           13.     (f) GPS OBS        
 CK4298
 CK4298.Superseded values are not recommended for survey control.
 CK4298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4298.See file dsdata.txt to determine how the superseded data were derived.
 CK4298
 CK4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4152822933(NAD 83)
 CK4298_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4298_SP_SET: CONCRETE POST
 CK4298_STAMPING: 15 115 1985
 CK4298_MARK LOGO: NGS   
 CK4298_PROJECTION: PROJECTING 5 CENTIMETERS
 CK4298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4298+STABILITY: SURFACE MOTION
 CK4298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4298+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 CK4298
 CK4298  HISTORY     - Date     Condition        Report By
 CK4298  HISTORY     - 1985     MONUMENTED       NGS
 CK4298  HISTORY     - 1985     GOOD             NGS
 CK4298  HISTORY     - 19870304 GOOD
 CK4298  HISTORY     - 19920309 GOOD             SCGS
 CK4298  HISTORY     - 20050725 GOOD             SCGS
 CK4298
 CK4298                          STATION DESCRIPTION
 CK4298
 CK4298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4298'STATION IS LOCATED 9.5 KM (5.9 MI) WEST-SOUTHWEST OF JACKSONBORO,
 CK4298'5.8 KM (3.6 MI) EAST-NORTHEAST OF GREEN POND, AT THE WEST END OF
 CK4298'THE US HIGHWAY 17 BRIDGE OVER THE ASHEPOO RIVER.  OWNERSHIP--SOUTH
 CK4298'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4298'
 CK4298'TO REACH FROM THE JUNCTION OF HIGHWAY 17 AND STATE HIGHWAY 64 IN
 CK4298'JACKSONBORO, GO SOUTHWEST ON HIGHWAY 17 FOR 9.9 KM (6.15 MI) TO THE
 CK4298'MARK ON THE LEFT AT THE WEST END OF THE BRIDGE.
 CK4298'
 CK4298'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4298'STAMPED---15 115 1985---,
 CK4298'IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS LEVEL WITH THE
 CK4298'CURB AND BRIDGE ABUTMENT.  IT IS 5.6 METERS SOUTH OF THE ROAD
 CK4298'CENTER, 1.5 METERS SOUTHWEST OF THE WEST END OF THE CONCRETE
 CK4298'RAILING, 1.3 METERS WEST OF THE SOUTH END OF THE ABUTMENT, AND 11.2
 CK4298'METERS SOUTH OF TIDAL BENCH MARK 866 5814 H.
 CK4298'SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CK4298'1.1 METERS BELOW GROUND.
 CK4298'
 CK4298'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4298
 CK4298                          STATION RECOVERY (1985)
 CK4298
 CK4298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4298'RECOVERED IN GOOD CONDITION.
 CK4298
 CK4298                          STATION RECOVERY (1987)
 CK4298
 CK4298'RECOVERED 1987
 CK4298'RECOVERED IN GOOD CONDITION.
 CK4298
 CK4298                          STATION RECOVERY (1992)
 CK4298
 CK4298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4298'STATION IS LOCATED 0.7 MILE (1.1 KM) WEST SOUTHWEST OF ASHEPOO, 3.5
 CK4298'MILES (5.6 KM) EAST NORTHEAST OF GREEN POND. OWNERSHIP--SCDHPT,
 CK4298'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4298'803-737-1350.
 CK4298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4298'HIGHWAY 303, 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK4298'NORTHEAST ON HIGHWAY 17 FOR 3.95 MILES (6.36 KM) TO THE WEST END OF
 CK4298'THE ASHEPOO RIVER BRIDGE AND THE STATION ON THE RIGHT.
 CK4298'STATION IS A CONCRETE POST RECESSED 1-INCH AND 0.5 FOOT (15.2 CM)
 CK4298'ABOVE THE HIGHWAY, 18.8 FEET (5.7 M) SOUTHEAST OF THE CENTER OF THE
 CK4298'HIGHWAY, 4.9 FEET (1.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CK4298'SOUTH BRIDGE RAILING, 55.0 FEET (16.8 M) WEST NORTHWEST OF POWER POLE
 CK4298'NUMBER 34939 WITH GUY WIRE, 37.0 FEET (11.3 M) SOUTHEAST OF TIDAL
 CK4298'BENCH MARK 866 5814 H TIDAL, 2.6 FEET (0.8 M) WEST NORTHWEST OF A
 CK4298'WITNESS POST.
 CK4298'RECOVERED BY C.E. GEOGHEGAN.
 CK4298
 CK4298                          STATION RECOVERY (2005)
 CK4298
 CK4298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4298'STATION IS LOCATED 3.4 MI (5.47 KM) EAST NORTHEAST OF GREEN POND, 12.8
 CK4298'MI (20.6 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK4298'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4298'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK4298'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK4298'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK4298'HIGHWAY 17 FOR 4.0 MI (6.44 KM) TO THE STATION ON THE RIGHT NEAR THE
 CK4298'SOUTHWEST CORNER OF THE BRIDGE OVER THE ASHEPOO RIVER. STATION IS A
 CK4298'CONCRETE POST PROJECTING 0.2 FT (0.1 M) AND LEVEL WITH THE HIGHWAY,
 CK4298'18.5 FT (5.6 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 5.1 FT
 CK4298'(1.6 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE RAIL,
 CK4298'4.4 FT (1.3 M) SOUTH SOUTHEAST OF THE SOUTH EDGE OF A METAL GUARD
 CK4298'RAIL, 4.5 FT (1.4 M) SOUTHWEST OF A WITNESS POST. RECOVERED BY T.
 CK4298'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4299 ***********************************************************************
 CK4299  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4299  DESIGNATION -  15 116
 CK4299  PID         -  CK4299
 CK4299  STATE/COUNTY-  SC/COLLETON
 CK4299  USGS QUAD   -  BENNETTS POINT (1960)
 CK4299
 CK4299                         *CURRENT SURVEY CONTROL
 CK4299  ___________________________________________________________________
 CK4299* NAD 83(2001)-  32 35 46.46896(N)    080 27 34.50786(W)     ADJUSTED  
 CK4299* NAVD 88     -         1.09   (meters)       3.6    (feet)  GPS OBS   
 CK4299  ___________________________________________________________________
 CK4299  X           -     891,483.862 (meters)                     COMP
 CK4299  Y           -  -5,304,310.468 (meters)                     COMP
 CK4299  Z           -   3,416,303.084 (meters)                     COMP
 CK4299  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 CK4299  ELLIP HEIGHT-         -30.88  (meters)          (05/04/06) GPS OBS
 CK4299  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK4299
 CK4299  HORZ ORDER  -  FIRST
 CK4299  ELLP ORDER  -  FOURTH    CLASS II
 CK4299
 CK4299.The horizontal coordinates were established by GPS observations
 CK4299.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4299
 CK4299.The orthometric height was determined by GPS observations and a
 CK4299.high-resolution geoid model using precise GPS observation and
 CK4299.processing techniques.
 CK4299
 CK4299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4299
 CK4299.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4299
 CK4299.The ellipsoidal height was determined by GPS observations
 CK4299.and is referenced to NAD 83.
 CK4299
 CK4299.The geoid height was determined by GEOID03.
 CK4299
 CK4299;                    North         East     Units Scale Factor Converg.
 CK4299;SPC SC       -    84,742.094   660,330.363   MT  0.99996749   +0 17 58.6
 CK4299;SPC SC       -   278,025.24  2,166,438.20   iFT  0.99996749   +0 17 58.6
 CK4299;UTM  17      - 3,606,656.512   550,712.268   MT  0.99963171   +0 17 28.1
 CK4299
 CK4299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4299!SPC SC       -   1.00000485  x   0.99996749  =   0.99997234
 CK4299!UTM  17      -   1.00000485  x   0.99963171  =   0.99963656
 CK4299
 CK4299:                Primary Azimuth Mark                     Grid Az
 CK4299:SPC SC       -  15 117                                   222 31 48.3
 CK4299:UTM  17      -  15 117                                   222 32 18.8
 CK4299
 CK4299|---------------------------------------------------------------------|
 CK4299| PID    Reference Object                     Distance      Geod. Az  |
 CK4299|                                                           dddmmss.s |
 CK4299| CK4300 15 117                              483.844 METERS 2224946.9 |
 CK4299|---------------------------------------------------------------------|
 CK4299
 CK4299                          SUPERSEDED SURVEY CONTROL
 CK4299
 CK4299  NAD 83(2001)-  32 35 46.46849(N)    080 27 34.50672(W) AD(       ) 1
 CK4299  NAD 83(1995)-  32 35 46.46812(N)    080 27 34.50646(W) AD(       ) 1
 CK4299  ELLIP H (12/20/99)  -30.79   (m)                       GP(       ) 4 1
 CK4299  NAD 83(1986)-  32 35 46.47984(N)    080 27 34.51087(W) AD(       ) 1
 CK4299  NAD 27      -  32 35 45.81529(N)    080 27 35.14527(W) AD(       ) 1
 CK4299  NGVD 29 (10/12/88)    1.5    (m)            5.     (f) GPS OBS        
 CK4299
 CK4299.Superseded values are not recommended for survey control.
 CK4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4299.See file dsdata.txt to determine how the superseded data were derived.
 CK4299
 CK4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5071206657(NAD 83)
 CK4299_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4299_SP_SET: CONCRETE POST
 CK4299_STAMPING: 15 116 1985
 CK4299_MARK LOGO: NGS   
 CK4299_PROJECTION: FLUSH
 CK4299_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4299+STABILITY: SURFACE MOTION
 CK4299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4299+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 CK4299
 CK4299  HISTORY     - Date     Condition        Report By
 CK4299  HISTORY     - 1985     MONUMENTED       NGS
 CK4299  HISTORY     - 1985     GOOD             NGS
 CK4299  HISTORY     - 19870225 GOOD
 CK4299  HISTORY     - 19920331 GOOD             SCGS
 CK4299  HISTORY     - 20050726 GOOD             SCGS
 CK4299
 CK4299                          STATION DESCRIPTION
 CK4299
 CK4299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4299'STATION IS LOCATED 19.3 KM (12.0 MI) SOUTH OF JACKSONBORO, 21.0 KM
 CK4299'(13.0 MI) SOUTHEAST OF GREEN POND, 4.0 KM (2.5 MI) NORTH OF THE END
 CK4299'OF THE ROAD AT BENNETTS POINT, ALONG A DUG CANAL AT THE BEAR ISLAND
 CK4299'GAME MANAGEMENT AREA.  OWNERSHIP--SOUTH CAROLINA WILDLIFE AND
 CK4299'MARINE RESOURCES DEPARTMENT, C/O JOHNNY HIERS, RTE 2, BOX 207,
 CK4299'GREEN POND, SC 29446. PHONE 803-844-2952.
 CK4299'
 CK4299'TO REACH FROM THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY 64 IN
 CK4299'JACKSONBORO, GO SOUTHWEST ON HIGHWAY 17 FOR 9.9 KM (6.15 MI) TO THE
 CK4299'WEST END OF THE BRIDGE OVER THE ASHEPOO RIVER.  CONTINUE AHEAD FOR
 CK4299'1.82 KM (1.15 MI) TO A PAVED ROAD LEFT AT A PICNIC AREA ON THE
 CK4299'RIGHT.  TURN LEFT, SOUTH ON S-15-26 FOR 17.4 KM (10.75 MI) TO THE
 CK4299'CENTER OF THE BRIDGE OVER THE ASHEPOO RIVER.  CONTINUE AHEAD FOR
 CK4299'3.23 KM (2.0 MI) TO THE BEAR ISLAND MANAGEMENT AREA ON THE LEFT.
 CK4299'TURN LEFT, NORTHEAST ON A DIRT ROAD FOR 0.18 KM (0.1 MI) TO A GATE
 CK4299'OVER A SLOUGH.  CONTINUE AHEAD FOR 0.47 KM (0.3 MI) TO THE NORTH
 CK4299'END OF THE CANAL AND THE STATION ON THE LEFT.
 CK4299'
 CK4299'STATION MARK, A STANDARD NGS STATION DISK STAMPED---15 116 1985---,
 CK4299'IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CK4299'IT IS 1.4 METERS SOUTHEAST OF A FIBERGLASS WITNESS POST ALONG THE
 CK4299'CANAL EDGE, 16.0 METERS SOUTHWEST OF THE NORTHEAST CORNER OF THE
 CK4299'CANAL, 16.4 METERS NORTHWEST OF THE ROAD CENTER, 14.1 METERS WEST
 CK4299'OF A UTILITY POLE, 23.2 METERS NORTHWEST OF A LONE 70-CM OAK TREE
 CK4299'ON A SMALL HUMP, AND 23.3 METERS NORTH OF A SAWED-OFF UTILITY POLE
 CK4299'USED FOR A CHAIN POST.  SUBSURFACE DISK NOT SET, WATER IN HOLE.
 CK4299'
 CK4299'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4299
 CK4299                          STATION RECOVERY (1985)
 CK4299
 CK4299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4299'RECOVERED IN GOOD CONDITION.
 CK4299
 CK4299                          STATION RECOVERY (1987)
 CK4299
 CK4299'RECOVERED 1987
 CK4299'RECOVERED IN GOOD CONDITION.
 CK4299
 CK4299                          STATION RECOVERY (1992)
 CK4299
 CK4299'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4299'STATION IS LOCATED 13.2 MILES (21.2 KM) SOUTHEAST OF GREEN POND, 12.5
 CK4299'MILES (20.1 KM) SOUTH OF JACKSONBORO. OWNERSHIP--SOUTH CAROLINA
 CK4299'WILDLIFE AND MARINE RESOURCES, ROUTE 2 BOX 207, GREEN POND, SC 29446,
 CK4299'PHONE 803-844-2952. CONTACT-JOHNNY HIRES.
 CK4299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4299'HIGHWAY 303, 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK4299'NORTHEAST ON HIGHWAY 17 FOR 2.95 MILES (4.75 KM) TO THE JUNCTION OF
 CK4299'STATE ROAD 26, TURN RIGHT ON ROAD 26 FOR 10.85 MILES (17.46 KM) TO
 CK4299'THE BRIDGE OVER THE ASHEPOO RIVER, CONTINUE ON ROAD 26 FOR 2.0 MILES
 CK4299'(3.2 KM) TO A SAND ROAD LEFT TO BEAR ISLAND, TURN LEFT ON THE SAND
 CK4299'ROAD FOR 0.1 MILE (0.2 KM) TO A GATE OVER A SLOUGH, CONTINUE AHEAD ON
 CK4299'THE SAND ROAD FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT.
 CK4299'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK4299'SAND ROAD, 41.8 FEET (12.7 M) SOUTHWEST OF A 14-INCH PALMETTO TREE,
 CK4299'52.5 FEET (16.0 M) SOUTH SOUTHWEST OF THE NORTHEAST CORNER OF A
 CK4299'CANAL, 51.3 FEET (15.6 M) NORTHWEST OF THE CENTER OF THE SAND ROAD,
 CK4299'46.3 FEET (14.1 M) WEST OF A POWER POLE WITH TRANSFORMER, 76.1 FEET
 CK4299'(23.2 M) NORTHWEST OF AN 18-INCH LIVE OAK TREE ON A SMALL HUMP, 76.4
 CK4299'FEET (23.3 M) NORTH OF THE NORTH ONE OF TWO WOODEN GATE POSTS, 4.6
 CK4299'FEET (1.4 M) SOUTHEAST OF A WITNESS POST.
 CK4299'RECOVERED BY T. HALL.
 CK4299
 CK4299                          STATION RECOVERY (2005)
 CK4299
 CK4299'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4299'STATION IS LOCATED 10.7 MI (17.22 KM) SOUTHWEST OF ADAMS RUN, 24.45 MI
 CK4299'(39.35 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH CAROLINA
 CK4299'WILDLIFE AND MARINE RESOURCES, ROUTE 2 BOX 207, GREEN POND, SC 29446,
 CK4299'PHONE 843-844-2952.  CONTACT-JOHNNY HIRES.   TO REACH THE STATION FROM
 CK4299'THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY
 CK4299'303 (GREEN POND HIGHWAY).  1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN
 CK4299'POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MILES (4.75 KM) TO THE
 CK4299'JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26
 CK4299'FOR 4.3 MI (6.92 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN
 CK4299'ROAD), CONTINUE ON ROAD 26 FOR 6.45 MI (10.38 KM) TO THE NORTH EDGE OF
 CK4299'THE BRIDGE OVER THE ASHEPOO RIVER, CONTINUE ON ROAD 26 FOR 2.05 MI
 CK4299'(3.3 KM) TO THE JUNCTION OF A SAND ROAD (TI TI LANE) AND THE ENTRANCE
 CK4299'TO BEAR ISLAND WILDLIFE MANAGEMENT AREA, TURN LEFT ON THE SAND ROAD
 CK4299'0.1 MI (0.16 KM) TO A GATED SAND ROAD (JOHNNY HIERS ROAD), CONTINUE ON
 CK4299'THE SAND ROAD FOR 0.3 MI (0.48 KM) TO THE STATION ON THE LEFT NEAR THE
 CK4299'EDGE OF THE MARSH. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 CK4299'AND 0.5 FT (0.2 M) BELOW THE ROAD, 51.5 FT (15.7 M) NORTHWEST OF THE
 CK4299'CENTER OF THE ROAD, 46.3 FT (14.1 M) EAST OF A POWER POLE WITH A
 CK4299'TRANSFORMER, 41.8 FT (12.7 M) WEST SOUTHWEST OF A 1.3-FOOT LONE
 CK4299'PALMETTO TREE, 57.7 FT (17.6 M) NORTHEAST OF A 1.0-FOOT LONE LIVE OAK
 CK4299'TREE, 104.7 FT (31.9 M) NORTH OF A TELEPHONE JUNCTION BOX A/192L/2.
 CK4299'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4300 ***********************************************************************
 CK4300  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4300  DESIGNATION -  15 117
 CK4300  PID         -  CK4300
 CK4300  STATE/COUNTY-  SC/COLLETON
 CK4300  USGS QUAD   -  BENNETTS POINT (1960)
 CK4300
 CK4300                         *CURRENT SURVEY CONTROL
 CK4300  ___________________________________________________________________
 CK4300* NAD 83(2001)-  32 35 34.94978(N)    080 27 47.12121(W)     ADJUSTED  
 CK4300* NAVD 88     -         1.01   (meters)       3.3    (feet)  GPS OBS   
 CK4300  ___________________________________________________________________
 CK4300  X           -     891,191.156 (meters)                     COMP
 CK4300  Y           -  -5,304,553.425 (meters)                     COMP
 CK4300  Z           -   3,416,004.089 (meters)                     COMP
 CK4300  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CK4300  ELLIP HEIGHT-         -30.95  (meters)          (05/04/06) GPS OBS
 CK4300  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK4300
 CK4300  HORZ ORDER  -  FIRST
 CK4300  ELLP ORDER  -  FOURTH    CLASS II
 CK4300
 CK4300.The horizontal coordinates were established by GPS observations
 CK4300.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4300
 CK4300.The orthometric height was determined by GPS observations and a
 CK4300.high-resolution geoid model using precise GPS observation and
 CK4300.processing techniques.
 CK4300
 CK4300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4300
 CK4300.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4300
 CK4300.The ellipsoidal height was determined by GPS observations
 CK4300.and is referenced to NAD 83.
 CK4300
 CK4300.The geoid height was determined by GEOID03.
 CK4300
 CK4300;                    North         East     Units Scale Factor Converg.
 CK4300;SPC SC       -    84,385.549   660,003.305   MT  0.99996853   +0 17 51.6
 CK4300;SPC SC       -   276,855.48  2,165,365.17   iFT  0.99996853   +0 17 51.6
 CK4300;UTM  17      - 3,606,300.136   550,385.268   MT  0.99963130   +0 17 21.2
 CK4300
 CK4300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4300!SPC SC       -   1.00000486  x   0.99996853  =   0.99997339
 CK4300!UTM  17      -   1.00000486  x   0.99963130  =   0.99963616
 CK4300
 CK4300:                Primary Azimuth Mark                     Grid Az
 CK4300:SPC SC       -  15 116                                   042 31 48.5
 CK4300:UTM  17      -  15 116                                   042 32 18.9
 CK4300
 CK4300|---------------------------------------------------------------------|
 CK4300| PID    Reference Object                     Distance      Geod. Az  |
 CK4300|                                                           dddmmss.s |
 CK4300| CK4299 15 116                              483.844 METERS 0424940.1 |
 CK4300|---------------------------------------------------------------------|
 CK4300
 CK4300                          SUPERSEDED SURVEY CONTROL
 CK4300
 CK4300  NAD 83(2001)-  32 35 34.95043(N)    080 27 47.12178(W) AD(       ) 1
 CK4300  NAD 83(1995)-  32 35 34.94992(N)    080 27 47.12197(W) AD(       ) 1
 CK4300  ELLIP H (12/20/99)  -30.94   (m)                       GP(       ) 4 1
 CK4300  NAD 83(1986)-  32 35 34.96174(N)    080 27 47.12524(W) AD(       ) 1
 CK4300  NAD 27      -  32 35 34.29620(N)    080 27 47.75379(W) AD(       ) 1
 CK4300  NGVD 29 (10/12/88)    1.3    (m)            4.     (f) GPS OBS        
 CK4300
 CK4300.Superseded values are not recommended for survey control.
 CK4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4300.See file dsdata.txt to determine how the superseded data were derived.
 CK4300
 CK4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5038506300(NAD 83)
 CK4300_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4300_SP_SET: CONCRETE POST
 CK4300_STAMPING: 15 117 1985
 CK4300_MARK LOGO: NGS   
 CK4300_PROJECTION: RECESSED 5 CENTIMETERS
 CK4300_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4300+STABILITY: SURFACE MOTION
 CK4300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4300+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 CK4300
 CK4300  HISTORY     - Date     Condition        Report By
 CK4300  HISTORY     - 1985     MONUMENTED       NGS
 CK4300  HISTORY     - 1985     GOOD             NGS
 CK4300  HISTORY     - 19870225 GOOD
 CK4300  HISTORY     - 19920331 GOOD             SCGS
 CK4300  HISTORY     - 20050726 GOOD             SCGS
 CK4300
 CK4300                          STATION DESCRIPTION
 CK4300
 CK4300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4300'STATION IS LOCATED 19.5 KM (12.2 MI) SOUTH OF JACKSONBORO, 21.0 KM
 CK4300'(13.0 MI) SOUTHEAST OF GREEN POND, 3.5 KM (2.2 MI) NORTH OF THE END
 CK4300'OF THE ROAD AT BENNETTS POINT, ON THE EAST SIDE OF A GRASS
 CK4300'HELICOPTER LANDING SITE AT THE BEAR ISLAND GAME MANAGEMENT AREA.
 CK4300'OWNERSHIP--SOUTH CAROLINA WILDLIFE AND MARINE RESOURCES DEPARTMENT,
 CK4300'C/O JOHNNY HIERS, RTE 2 BOX 207, GREEN POND, SC 29446. PHONE
 CK4300'803-844-2952.
 CK4300'
 CK4300'TO REACH FROM THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY 64 IN
 CK4300'JACKSONBORO, GO SOUTHWEST ON HIGHWAY 17 FOR 9.9 KM (6.15 MI) TO THE
 CK4300'WEST END OF THE BRIDGE OVER THE ASHEPOO RIVER.  CONTINUE AHEAD FOR
 CK4300'1.82 KM (1.15 MI) TO A PAVED ROAD LEFT AT A PICNIC AREA ON THE
 CK4300'RIGHT.  TURN RIGHT, SOUTH, ON S-15-26 FOR 17.4 KM (10.75 MI) TO THE
 CK4300'CENTER OF THE BRIDGE OVER THE ASHEPOO RIVER.  CONTINUE AHEAD FOR
 CK4300'3.23 KM (2.0 MI) TO ENTRANCE TO THE BEAR ISLAND MANAGEMENT AREA ON
 CK4300'THE LEFT.  TURN LEFT, NORTHEAST ON A DIRT ROAD FOR 0.13 KM (0.05
 CK4300'MI) TO A DRAINAGE DITCH ON THE LEFT AND THE STATION ALONG THE DITCH.
 CK4300'
 CK4300'STATION MARKS ARE STANDARD NGS STATION DISKS
 CK4300'STAMPED---15 117 1985---,
 CK4300'IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CK4300'IT IS 23.5 METERS NORTH OF THE JUNCTION OF THE ROAD AND THE DITCH,
 CK4300'3.2 METERS EAST OF A FIBERGLASS WITNESS POST AT THE DITCH EDGE,
 CK4300'41.0 METERS SOUTH OF THE NORTH END OF THE DITCH, 49.0 METERS
 CK4300'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE TRANSMITTER BUILDING
 CK4300'AND 53.1 METERS WEST OF THE WEST GATEPOST AT SLOUGH.  UNDERGROUND
 CK4300'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.1 METERS
 CK4300'BELOW GROUND.
 CK4300'
 CK4300'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4300
 CK4300                          STATION RECOVERY (1985)
 CK4300
 CK4300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4300'RECOVERED IN GOOD CONDITION.
 CK4300
 CK4300                          STATION RECOVERY (1987)
 CK4300
 CK4300'RECOVERED 1987
 CK4300'RECOVERED IN GOOD CONDITION.
 CK4300
 CK4300                          STATION RECOVERY (1992)
 CK4300
 CK4300'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4300'STATION IS LOCATED 13.4 MILES (21.6 KM) SOUTHEAST OF GREEN POND, 12.8
 CK4300'MILES (20.6 KM) SOUTH OF JACKSONBORO. OWNERSHIP--SOUTH CAROLINA
 CK4300'WILDLIFE AND MARINE RESOURCES, ROUTE 2 BOX 207, GREEN POND, SC 29446,
 CK4300'PHONE 803-844-2952. CONTACT-JOHNNY HIRES.
 CK4300'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4300'HIGHWAY 303, 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK4300'NORTHEAST ON HIGHWAY 17 FOR 2.95 MILES (4.75 KM) TO THE JUNCTION OF
 CK4300'STATE ROAD 26, TURN RIGHT ON ROAD 26 FOR 10.85 MILES (17.46 KM) TO
 CK4300'THE BRIDGE OVER THE ASHEPOO RIVER, CONTINUE ON ROAD 26 FOR 2.0 MILES
 CK4300'(3.2 KM) TO A SAND ROAD LEFT TO BEAR ISLAND, TURN LEFT ON THE SAND
 CK4300'ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT.
 CK4300'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK4300'SAND ROAD, 75.2 FEET (22.9 M) NORTH OF THE JUNCTION OF THE SAND ROAD
 CK4300'AND A DITCH LINE, 140.0 FEET (42.7 M) SOUTH OF THE NORTH EDGE OF THE
 CK4300'DITCH LINE, 161.6 FEET (49.3 M) NORTH NORTHWEST OF THE NORTHWEST
 CK4300'CORNER OF THE TRANSMITTING RADIO TOWER BUILDING ACROSS THE ROAD,
 CK4300'171.5 FEET (52.3 M) WEST OF THE WEST GATE POST AT A SLOUGH, 10.5 FEET
 CK4300'(3.2 M) EAST OF A WITNESS POST.
 CK4300'RECOVERED BY T. HALL.
 CK4300
 CK4300                          STATION RECOVERY (2005)
 CK4300
 CK4300'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4300'STATION IS LOCATED 10.8 MI (17.38 KM) NORTHWEST OF EDISTO BEACH, 11.0
 CK4300'MI (17.7 KM) SOUTHWEST OF ADAMS RUN, 24.55 MI (39.51 KM) SOUTH
 CK4300'SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH CAROLINA WILDLIFE AND
 CK4300'MARINE RESOURCES, ROUTE 2 BOX 207, GREEN POND, SC 29446, PHONE
 CK4300'843-844-2952.  CONTACT-JOHNNY HIRES.   TO REACH THE STATION FROM THE
 CK4300'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK4300'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK4300'GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF
 CK4300'STATE ROAD 26 (BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 4.3 MI
 CK4300'(6.92 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), CONTINUE
 CK4300'ON ROAD 26 FOR 6.45 MI (10.38 KM) TO THE NORTH EDGE OF THE BRIDGE OVER
 CK4300'THE ASHEPOO RIVER, CONTINUE ON ROAD 26 FOR 2.05 MI (3.3 KM) TO THE
 CK4300'JUNCTION OF A SAND ROAD (TI TI LANE) AND THE ENTRANCE TO BEAR ISLAND
 CK4300'WILDLIFE MANAGEMENT AREA, TURN LEFT ON THE SAND ROAD FOR 0.1 MI (0.16
 CK4300'KM) TO THE STATION ON THE LEFT NEAR THE EAST BANK OF A DITCH. STATION
 CK4300'IS A CONCRETE POST RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE ROAD,
 CK4300'69.5 FT (21.2 M) NORTH OF THE CENTER OF THE ROAD, 101.5 FT (30.9 M)
 CK4300'WEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR BEAR ISLAND
 CK4300'INFORMATION SIGN, 105.6 FT (32.2 M) NORTH NORTHEAST OF A TELEPHONE
 CK4300'JUNCTION BOX A/192/L1, 10.5 FT (3.2 M) EAST OF A WITNESS POST.
 CK4300'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4302 ***********************************************************************
 CK4302  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4302  DESIGNATION -  15 119
 CK4302  PID         -  CK4302
 CK4302  STATE/COUNTY-  SC/COLLETON
 CK4302  USGS QUAD   -  GREEN POND (1988)
 CK4302
 CK4302                         *CURRENT SURVEY CONTROL
 CK4302  ___________________________________________________________________
 CK4302* NAD 83(2001)-  32 39 56.94625(N)    080 31 55.30366(W)     ADJUSTED  
 CK4302* NAVD 88     -         1.04   (meters)       3.4    (feet)  GPS OBS   
 CK4302  ___________________________________________________________________
 CK4302  X           -     884,092.116 (meters)                     COMP
 CK4302  Y           -  -5,301,329.464 (meters)                     COMP
 CK4302  Z           -   3,422,801.128 (meters)                     COMP
 CK4302  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CK4302  ELLIP HEIGHT-         -30.86  (meters)          (05/04/06) GPS OBS
 CK4302  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 CK4302
 CK4302  HORZ ORDER  -  FIRST
 CK4302  ELLP ORDER  -  FOURTH    CLASS II
 CK4302
 CK4302.The horizontal coordinates were established by GPS observations
 CK4302.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4302
 CK4302.The orthometric height was determined by GPS observations and a
 CK4302.high-resolution geoid model using precise GPS observation and
 CK4302.processing techniques.
 CK4302
 CK4302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4302
 CK4302.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4302
 CK4302.The ellipsoidal height was determined by GPS observations
 CK4302.and is referenced to NAD 83.
 CK4302
 CK4302.The geoid height was determined by GEOID03.
 CK4302
 CK4302;                    North         East     Units Scale Factor Converg.
 CK4302;SPC SC       -    92,424.449   653,495.003   MT  0.99994572   +0 15 34.0
 CK4302;SPC SC       -   303,229.82  2,144,012.48   iFT  0.99994572   +0 15 34.0
 CK4302;UTM  17      - 3,614,337.253   543,880.182   MT  0.99962374   +0 15 09.3
 CK4302
 CK4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4302!SPC SC       -   1.00000485  x   0.99994572  =   0.99995056
 CK4302!UTM  17      -   1.00000485  x   0.99962374  =   0.99962858
 CK4302
 CK4302:                Primary Azimuth Mark                     Grid Az
 CK4302:SPC SC       -  15 103                                   112 36 06.0
 CK4302:UTM  17      -  15 103                                   112 36 30.7
 CK4302
 CK4302|---------------------------------------------------------------------|
 CK4302| PID    Reference Object                     Distance      Geod. Az  |
 CK4302|                                                           dddmmss.s |
 CK4302| CK3020 15 103                              481.451 METERS 1125140.0 |
 CK4302|---------------------------------------------------------------------|
 CK4302
 CK4302                          SUPERSEDED SURVEY CONTROL
 CK4302
 CK4302  NAD 83(2001)-  32 39 56.94573(N)    080 31 55.30378(W) AD(       ) 1
 CK4302  NAD 83(1995)-  32 39 56.94579(N)    080 31 55.30411(W) AD(       ) 1
 CK4302  ELLIP H (12/20/99)  -30.79   (m)                       GP(       ) 4 1
 CK4302  NAD 83(1986)-  32 39 56.95460(N)    080 31 55.30796(W) AD(       ) 1
 CK4302  NAD 27      -  32 39 56.29656(N)    080 31 55.93346(W) AD(       ) 1
 CK4302  NGVD 29 (10/12/88)    1.4    (m)            5.     (f) GPS OBS        
 CK4302
 CK4302.Superseded values are not recommended for survey control.
 CK4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4302.See file dsdata.txt to determine how the superseded data were derived.
 CK4302
 CK4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4388014337(NAD 83)
 CK4302_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4302_SP_SET: CONCRETE POST
 CK4302_STAMPING: 15 119 1985
 CK4302_MARK LOGO: NGS   
 CK4302_PROJECTION: RECESSED 5 CENTIMETERS
 CK4302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4302+STABILITY: SURFACE MOTION
 CK4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4302+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 CK4302
 CK4302  HISTORY     - Date     Condition        Report By
 CK4302  HISTORY     - 1985     MONUMENTED       NGS
 CK4302  HISTORY     - 1985     GOOD             NGS
 CK4302  HISTORY     - 19870305 GOOD
 CK4302  HISTORY     - 19920331 GOOD             SCGS
 CK4302  HISTORY     - 20050720 GOOD             SCGS
 CK4302
 CK4302                          STATION DESCRIPTION
 CK4302
 CK4302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4302'STATION IS LOCATED 13.7 KM (8.5 MI) SOUTHWEST OF JACKSONBORO, 11.0
 CK4302'KM (7.0 MI) SOUTHEAST OF GREEN POND, 13.7 KM (8.5 MI) NORTHWEST OF
 CK4302'THE PAVEMENT END AT BENNETTS POINT, ON A NARROW SHOULDER, ON THE
 CK4302'RIGHT-OF-WAY OF COUNTY ROAD S-15-26.  OWNERSHIP--SOUTH CAROLINA
 CK4302'DEPARTMENT OF HIGHWAYS.
 CK4302'
 CK4302'TO REACH FROM THE JUNCTION OF US HIGHWAY 17 AND STATE ROUTE 64 IN
 CK4302'JACKSONBORO, GO SOUTHWEST ON HIGHWAY 17 FOR 9.9 KM (6.15 MI) TO THE
 CK4302'WEST END OF THE BRIDGE OVER THE ASHEPOO RIVER.  CONTINUE AHEAD FOR
 CK4302'1.82 KM (1.15 MI) TO A PAVED ROAD LEFT AT A PICNIC AREA ON THE
 CK4302'RIGHT.  TURN LEFT, SOUTH, ON S-15-26 FOR 7.3 KM (4.5 MI) TO THE
 CK4302'EBENEZER BAPTIST CHURCH ON THE RIGHT.  CONTINUE AHEAD FOR 2.2 KM
 CK4302'(1.4 MI) TO A DIRT ROAD RIGHT JUST PAST A CREEK.  CONTINUE AHEAD
 CK4302'FOR ABOUT 30.0 METERS TO THE MARK ON THE LEFT.
 CK4302'
 CK4302'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---15 119
 CK4302'1985---.  THE SURFACE DISK IS IN THE TOP OF A ROUND CONCRETE POST 2
 CK4302'CM BELOW GROUND.  IT IS 4.8 METERS NORTHEAST OF THE ROAD CENTER,
 CK4302'1.4 METERS SOUTHWEST OF A FIBERGLASS WITNESS POST, 34.8 METERS
 CK4302'NORTHWEST OF A LONE 25-CM PINE TREE, 50.0 METERS SOUTHEAST OF THE
 CK4302'SOUTHEAST ONE OF TWO CREEK PIPES, AND 48.0 METERS SOUTHEAST OF THE
 CK4302'EXTENDED CENTER OF THE DIRT ROAD (CENTER OF ROAD AT GATE).
 CK4302'SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CK4302'1.1 METERS BELOW GROUND.
 CK4302'
 CK4302'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4302
 CK4302                          STATION RECOVERY (1985)
 CK4302
 CK4302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4302'RECOVERED IN GOOD CONDITION.
 CK4302
 CK4302                          STATION RECOVERY (1987)
 CK4302
 CK4302'RECOVERED 1987
 CK4302'RECOVERED IN GOOD CONDITION.
 CK4302
 CK4302                          STATION RECOVERY (1992)
 CK4302
 CK4302'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4302'STATION IS LOCATED 6.9 MILES (11.1 KM) SOUTHEAST OF GREEN POND, 8.9
 CK4302'MILES (14.3 KM) SOUTH SOUTHWEST OF JACKSONBORO. OWNERSHIP--SCDHPT,
 CK4302'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4302'803-737-1350.
 CK4302'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4302'HIGHWAY 303, 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK4302'NORTHEAST ON HIGHWAY 17 FOR 2.95 MILES (4.75 KM) TO THE JUNCTION OF
 CK4302'STATE ROAD 26, TURN RIGHT ON ROAD 26 FOR 5.9 MILES (9.5 KM) TO A SAND
 CK4302'ROAD RIGHT HEADING WEST AND CROSSING A CREEK, CONTINUE ON ROAD 26 FOR
 CK4302'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT.
 CK4302'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK4302'ROAD, 15.3 FEET (4.7 M) NORTH NORTHEAST OF THE CENTER OF THE ROAD,
 CK4302'164.0 FEET (50.0 M) EAST SOUTHEAST OF THE NORTHEAST END OF THE
 CK4302'SOUTHEAST ONE OF TWO 24-INCH CONCRETE PIPE CULVERTS BENEATH THE ROAD,
 CK4302'124.9 FEET (38.1 M) EAST SOUTHEAST OF THE EXTENDED CENTER OF THE SAND
 CK4302'ROAD, 114.3 FEET (34.8 M) WEST NORTHWEST OF A LONE 14-INCH PINE TREE,
 CK4302'5.7 FEET (1.7 M) SOUTH SOUTHWEST OF A WITNESS POST.
 CK4302'RECOVERED BY T. HALL.
 CK4302
 CK4302                          STATION RECOVERY (2005)
 CK4302
 CK4302'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4302'STATION IS LOCATED 6.6 MI (10.62 KM) SOUTHEAST OF GREEN POND, 18.2 MI
 CK4302'(29.29 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK4302'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4302'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK4302'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK4302'1.35 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK4302'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK4302'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 4.3 MI (6.92 KM) TO
 CK4302'THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), CONTINUE ON ROAD 26
 CK4302'FOR 1.6 MI (2.57 KM) TO THE STATION ON THE LEFT. STATION IS A CONCRETE
 CK4302'POST RECESSED 0.2 FT (0.1 M) AND 0.5 FT (0.2 M) BELOW THE ROAD, 15.5
 CK4302'FT (4.7 M) NORTH NORTHEAST OF THE CENTER OF THE ROAD, 114.0 FT (34.7
 CK4302'M) WEST NORTHWEST OF A 1.5-FOOT LONE PINE TREE, 163.5 FT (49.8 M) EAST
 CK4302'SOUTHEAST OF THE EAST ONE OF TWO CULVERTS BENEATH THE ROAD, 5.7 FT
 CK4302'(1.7 M) SOUTH OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4303 ***********************************************************************
 CK4303  DESIGNATION -  15 120
 CK4303  PID         -  CK4303
 CK4303  STATE/COUNTY-  SC/COLLETON
 CK4303  USGS QUAD   -  GREEN POND (1988)
 CK4303
 CK4303                         *CURRENT SURVEY CONTROL
 CK4303  ___________________________________________________________________
 CK4303* NAD 83(2001)-  32 42 41.96909(N)    080 36 30.09223(W)     ADJUSTED  
 CK4303* NAVD 88     -         6.654  (meters)      21.83   (feet)  ADJUSTED  
 CK4303  ___________________________________________________________________
 CK4303  X           -     876,581.604 (meters)                     COMP
 CK4303  Y           -  -5,299,798.603 (meters)                     COMP
 CK4303  Z           -   3,427,082.613 (meters)                     COMP
 CK4303  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CK4303  ELLIP HEIGHT-         -25.15  (meters)          (05/04/06) GPS OBS
 CK4303  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK4303  DYNAMIC HT  -           6.647 (meters)      21.81  (feet)  COMP
 CK4303  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 CK4303
 CK4303  HORZ ORDER  -  FIRST
 CK4303  VERT ORDER  -  FIRST     CLASS II
 CK4303  ELLP ORDER  -  FOURTH    CLASS II
 CK4303
 CK4303.The horizontal coordinates were established by GPS observations
 CK4303.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4303
 CK4303.The orthometric height was determined by differential leveling
 CK4303.and adjusted by the National Geodetic Survey in September 1998..
 CK4303
 CK4303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4303
 CK4303.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4303
 CK4303.The ellipsoidal height was determined by GPS observations
 CK4303.and is referenced to NAD 83.
 CK4303
 CK4303.The geoid height was determined by GEOID03.
 CK4303
 CK4303.The dynamic height is computed by dividing the NAVD 88
 CK4303.geopotential number by the normal gravity value computed on the
 CK4303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK4303.degrees latitude (g = 980.6199 gals.).
 CK4303
 CK4303.The modeled gravity was interpolated from observed gravity values.
 CK4303
 CK4303;                    North         East     Units Scale Factor Converg.
 CK4303;SPC SC       -    97,477.897   646,316.122   MT  0.99993217   +0 13 01.7
 CK4303;SPC SC       -   319,809.37  2,120,459.72   iFT  0.99993217   +0 13 01.7
 CK4303;UTM  17      - 3,619,389.862   536,704.133   MT  0.99961661   +0 12 41.9
 CK4303
 CK4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4303!SPC SC       -   1.00000395  x   0.99993217  =   0.99993612
 CK4303!UTM  17      -   1.00000395  x   0.99961661  =   0.99962056
 CK4303
 CK4303:                Primary Azimuth Mark                     Grid Az
 CK4303:SPC SC       -  15 121                                   217 47 35.6
 CK4303:UTM  17      -  15 121                                   217 47 55.4
 CK4303
 CK4303|---------------------------------------------------------------------|
 CK4303| PID    Reference Object                     Distance      Geod. Az  |
 CK4303|                                                           dddmmss.s |
 CK4303| CK4304 15 121                              APPROX. 1.1 KM 2180037.3 |
 CK4303|---------------------------------------------------------------------|
 CK4303
 CK4303                          SUPERSEDED SURVEY CONTROL
 CK4303
 CK4303  NAD 83(2001)-  32 42 41.96921(N)    080 36 30.09228(W) AD(       ) 1
 CK4303  NAD 83(1995)-  32 42 41.96927(N)    080 36 30.09307(W) AD(       ) 1
 CK4303  ELLIP H (12/20/99)  -25.13   (m)                       GP(       ) 4 1
 CK4303  NAD 83(1986)-  32 42 41.97802(N)    080 36 30.09655(W) AD(       ) 1
 CK4303  NAD 27      -  32 42 41.32914(N)    080 36 30.71544(W) AD(       ) 1
 CK4303  NAVD 88 (05/04/06)    6.65   (m)           21.8    (f) LEVELING    3  
 CK4303  NGVD 29 (10/12/88)    6.9    (m)           23.     (f) GPS OBS        
 CK4303
 CK4303.Superseded values are not recommended for survey control.
 CK4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4303.See file dsdata.txt to determine how the superseded data were derived.
 CK4303
 CK4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS3670419390(NAD 83)
 CK4303_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4303_SP_SET: CONCRETE POST
 CK4303_STAMPING: 15 120 1985
 CK4303_MARK LOGO: NGS   
 CK4303_PROJECTION: FLUSH
 CK4303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4303+STABILITY: SURFACE MOTION
 CK4303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4303+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 CK4303
 CK4303  HISTORY     - Date     Condition        Report By
 CK4303  HISTORY     - 1985     MONUMENTED       NGS
 CK4303  HISTORY     - 1985     GOOD             NGS
 CK4303  HISTORY     - 19870226 GOOD
 CK4303  HISTORY     - 19920331 GOOD             SCGS
 CK4303  HISTORY     - 19940719 GOOD             SCGS
 CK4303  HISTORY     - 20050706 GOOD             SCGS
 CK4303
 CK4303                          STATION DESCRIPTION
 CK4303
 CK4303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4303'STATION IS LOCATED 2.5 KM (1.5 MI) SOUTH-SOUTHEAST OF GREEN POND,
 CK4303'ABOUT 50 METERS SOUTHWEST OF THE JUNCTION OF US HIGHWAY 17 AND
 CK4303'STATE HIGHWAY 303, IN A NARROW, TAPERED, CURBED TRAFFIC ISLAND.
 CK4303'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4303'
 CK4303'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 303 (HEADING NORTH),
 CK4303'GO SOUTHWEST ON HIGHWAY 17 FOR ABOUT 50 METERS TO THE CURBED
 CK4303'TRAFFIC ISLAND AND THE STATION ON THE RIGHT.
 CK4303'
 CK4303'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---15 120
 CK4303'1985---.  SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 CK4303'SET FLUSH WITH THE GROUND.  IT IS 6.3 METERS SOUTH OF THE NORTH
 CK4303'CORNER OF THE ISLAND, 9.9 METERS WEST OF THE EAST CORNER, 63.6
 CK4303'METERS NORTHEAST OF THE SOUTHWEST CORNER, 4.3 METERS SOUTHWEST OF
 CK4303'THE NORTHEAST CURB, AND 2.7 METERS EAST-SOUTHEAST OF THE WEST CURB
 CK4303'(ON RAMP FROM HIGHWAY 64 TO HIGHWAY 17).  SUBSURFACE DISK IS SET IN
 CK4303'THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW GROUND.
 CK4303'
 CK4303'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4303
 CK4303                          STATION RECOVERY (1985)
 CK4303
 CK4303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4303'RECOVERED IN GOOD CONDITION.
 CK4303
 CK4303                          STATION RECOVERY (1987)
 CK4303
 CK4303'RECOVERED 1987
 CK4303'RECOVERED IN GOOD CONDITION.
 CK4303
 CK4303                          STATION RECOVERY (1992)
 CK4303
 CK4303'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4303'STATION IS LOCATED NEAR THE NORTH CORNER OF THE SOUTHWEST MOST TRAFFIC
 CK4303'ISLAND AT THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 303, 1.4
 CK4303'MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND. OWNERSHIP--DIRECTOR OF
 CK4303'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4303'803-737-1350.
 CK4303'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE HIGHWAY,
 CK4303'20.7 FEET (6.3 M) SOUTH OF THE NORTH CORNER OF THE ISLAND, 43.2 FEET
 CK4303'(13.2 M) NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE MEDIAN OF
 CK4303'HIGHWAY 17, 32.3 FEET (9.8 M) WEST OF THE EAST CORNER OF THE MEDIAN,
 CK4303'55.0 FEET (16.8 M) WEST SOUTHWEST OF THE WEST CORNER OF A CONCRETE
 CK4303'BOX CULVERT, 11.1 FEET (3.4 M) SOUTH SOUTHWEST OF A WITNESS POST.
 CK4303'RECOVERED BY T. HALL.
 CK4303
 CK4303                          STATION RECOVERY (1994)
 CK4303
 CK4303'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK4303'RECOVERED AS DESCRIBED.
 CK4303
 CK4303                          STATION RECOVERY (2005)
 CK4303
 CK4303'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4303'STATION IS LOCATED NEAR THE NORTH CORNER OF THE SOUTHWEST GRASSY
 CK4303'ISLAND AT THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND
 CK4303'STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.25 KM)
 CK4303'SOUTH-SOUTHEAST OF GREEN POND, 13.7 MI (22.05 KM) SOUTH-SOUTHEAST OF
 CK4303'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK4303'191, COLUMBIA, SC 29202, PHONE 803-737-1350.   STATION IS A CONCRETE
 CK4303'POST FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) ABOVE THE HIGHWAYS, 8.6
 CK4303'FT (2.6 M) EAST SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHWEST CURB
 CK4303'OF THE ISLAND, 13.3 FT (4.1 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 CK4303'NORTHEAST CURB OF THE ISLAND, 28.0 FT (8.5 M) NORTHWEST OF THE
 CK4303'NORTHWEST EDGE OF THE SOUTHEAST CURB OF THE ISLAND, 12.0 FT (3.7 M)
 CK4303'SOUTH SOUTHWEST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4305 ***********************************************************************
 CK4305  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4305  DESIGNATION -  15 122
 CK4305  PID         -  CK4305
 CK4305  STATE/COUNTY-  SC/COLLETON
 CK4305  USGS QUAD   -  WHITE HALL (1988)
 CK4305
 CK4305                         *CURRENT SURVEY CONTROL
 CK4305  ___________________________________________________________________
 CK4305* NAD 83(2001)-  32 40 01.54583(N)    080 38 16.28782(W)     ADJUSTED  
 CK4305* NAVD 88     -         2.95   (meters)       9.7    (feet)  GPS OBS   
 CK4305  ___________________________________________________________________
 CK4305  X           -     874,286.556 (meters)                     COMP
 CK4305  Y           -  -5,302,879.606 (meters)                     COMP
 CK4305  Z           -   3,422,921.491 (meters)                     COMP
 CK4305  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CK4305  ELLIP HEIGHT-         -28.85  (meters)          (05/04/06) GPS OBS
 CK4305  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK4305
 CK4305  HORZ ORDER  -  FIRST
 CK4305  ELLP ORDER  -  FOURTH    CLASS II
 CK4305
 CK4305.The horizontal coordinates were established by GPS observations
 CK4305.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4305
 CK4305.The orthometric height was determined by GPS observations and a
 CK4305.high-resolution geoid model using precise GPS observation and
 CK4305.processing techniques.
 CK4305
 CK4305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4305
 CK4305.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4305
 CK4305.The ellipsoidal height was determined by GPS observations
 CK4305.and is referenced to NAD 83.
 CK4305
 CK4305.The geoid height was determined by GEOID03.
 CK4305
 CK4305;                    North         East     Units Scale Factor Converg.
 CK4305;SPC SC       -    92,526.264   643,567.957   MT  0.99994533   +0 12 02.8
 CK4305;SPC SC       -   303,563.86  2,111,443.43   iFT  0.99994533   +0 12 02.8
 CK4305;UTM  17      - 3,614,440.088   533,956.390   MT  0.99961422   +0 11 43.7
 CK4305
 CK4305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4305!SPC SC       -   1.00000453  x   0.99994533  =   0.99994986
 CK4305!UTM  17      -   1.00000453  x   0.99961422  =   0.99961875
 CK4305
 CK4305:                Primary Azimuth Mark                     Grid Az
 CK4305:SPC SC       -  15 123                                   203 46 29.5
 CK4305:UTM  17      -  15 123                                   203 46 48.6
 CK4305
 CK4305|---------------------------------------------------------------------|
 CK4305| PID    Reference Object                     Distance      Geod. Az  |
 CK4305|                                                           dddmmss.s |
 CK4305| CK4306 15 123                              455.495 METERS 2035832.3 |
 CK4305|---------------------------------------------------------------------|
 CK4305
 CK4305                          SUPERSEDED SURVEY CONTROL
 CK4305
 CK4305  NAD 83(2001)-  32 40 01.54512(N)    080 38 16.28712(W) AD(       ) 1
 CK4305  NAD 83(1995)-  32 40 01.54572(N)    080 38 16.28879(W) AD(       ) 1
 CK4305  ELLIP H (12/20/99)  -28.82   (m)                       GP(       ) 4 1
 CK4305  NAD 83(1986)-  32 40 01.55482(N)    080 38 16.29063(W) AD(       ) 1
 CK4305  NAD 27      -  32 40 00.89901(N)    080 38 16.90627(W) AD(       ) 1
 CK4305  NGVD 29 (10/12/88)    3.2    (m)           10.     (f) GPS OBS        
 CK4305
 CK4305.Superseded values are not recommended for survey control.
 CK4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4305.See file dsdata.txt to determine how the superseded data were derived.
 CK4305
 CK4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS3395614440(NAD 83)
 CK4305_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4305_SP_SET: CONCRETE POST
 CK4305_STAMPING: 15 122 1985
 CK4305_MARK LOGO: NGS   
 CK4305_PROJECTION: RECESSED 8 CENTIMETERS
 CK4305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4305+STABILITY: SURFACE MOTION
 CK4305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4305+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 CK4305
 CK4305  HISTORY     - Date     Condition        Report By
 CK4305  HISTORY     - 1985     MONUMENTED       NGS
 CK4305  HISTORY     - 1985     GOOD             NGS
 CK4305  HISTORY     - 19870226 GOOD
 CK4305  HISTORY     - 19920225 GOOD             SCGS
 CK4305  HISTORY     - 20050706 GOOD             SCGS
 CK4305
 CK4305                          STATION DESCRIPTION
 CK4305
 CK4305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4305'STATION IS LOCATED 7.5 KM (4.7 MI) SOUTH-SOUTHWEST  OF GREEN POND,
 CK4305'4.5 KM (2.8
 CK4305'MI) EAST-NORTHEAST OF THE HIGHWAY 17 BRIDGE OVER THE COMBAHEE RIVER
 CK4305'(BEAUFORT-COLLETON COUNTY LINE), AND 5.5 KM (3.5 MI)
 CK4305'SOUTH-SOUTHWEST OF THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY
 CK4305'303, ALONG A PAVED COUNTY ROAD, ON THE RIGHT-OF-WAY.
 CK4305'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4305'
 CK4305'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 303, GO SOUTHWEST ON
 CK4305'HIGHWAY 17 FOR 6.38 KM (4.0 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 CK4305'SOUTHEAST ON S-15-162 FOR 1.11 KM (0.7 MI) TO A PAVED ROAD LEFT,
 CK4305'TURN LEFT NORTHEAST
 CK4305'ON S-15-163 FOR 0.26 KM (0.15 MI) TO A DRIVEWAY ON THE
 CK4305'LEFT TO A YELLOW-TRIMMED BRICK HOUSE.  CONTINUE AHEAD FOR 0.46 KM
 CK4305'(0.3 MI) TO A DIM ROAD LEFT AT A FENCE CORNER AND THE STATION ON
 CK4305'THE LEFT.
 CK4305'
 CK4305'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---15 122
 CK4305'1985---.  SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST 5
 CK4305'CM BELOW GROUND.  IT IS 5.5 METERS NORTHWEST OF THE ROAD CENTER,
 CK4305'2.6 METERS SOUTHWEST OF THE DIM ROAD CENTER, 5.3 METERS SOUTHEAST
 CK4305'OF A FIBERGLASS WITNESS POST AT A FENCE CORNER, AND ON LINE WITH
 CK4305'THE FENCE LEADING NORTHWEST.  SUBSURFACE DISK IS SET IN THE TOP OF
 CK4305'AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW GROUND.
 CK4305'
 CK4305'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4305
 CK4305                          STATION RECOVERY (1985)
 CK4305
 CK4305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4305'RECOVERED IN GOOD CONDITION.
 CK4305
 CK4305                          STATION RECOVERY (1987)
 CK4305
 CK4305'RECOVERED 1987
 CK4305'RECOVERED IN GOOD CONDITION.
 CK4305
 CK4305                          STATION RECOVERY (1992)
 CK4305
 CK4305'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4305'STATION IS LOCATED 5.0 MILES (8.0 KM) SOUTH SOUTHWEST OF GREEN POND.
 CK4305'10.4 MILES (16.7 KM) EAST NORTHEAST OF SHELDON. OWNERSHIP--SCDHPT,
 CK4305'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4305'803-737-1350.
 CK4305'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4305'HIGHWAY 303, 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK4305'SOUTHWEST ON HIGHWAY 17 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF
 CK4305'STATE ROAD 163, TURN LEFT ON ROAD 163 FOR 1.7 MILES (2.7 KM) TO A DIM
 CK4305'FIELD ROAD RIGHT AND THE STATION NEAR A FENCE CORNER POST IN THE
 CK4305'SOUTHWEST ANGLE AND IN LINE WITH THE FENCE LINE, 0.45 MILE (0.72 KM)
 CK4305'EAST NORTHEAST OF THE JUNCTION OF STATE ROAD 162.
 CK4305'STATION IS A CONCRETE POST RECESSED 1-INCH AND 0.5 FOOT (15.2 CM)
 CK4305'BELOW THE ROAD, 18.0 FEET (5.5 M) WEST NORTHWEST OF THE CENTER OF THE
 CK4305'ROAD, 8.5 FEET (2.6 M) SOUTH SOUTHWEST OF THE CENTER OF THE FIELD
 CK4305'ROAD, 18.0 FEET (5.5 M) EAST SOUTHEAST OF A 12-INCH SWEETGUM TREE,
 CK4305'16.8 FEET (5.1 M) EAST SOUTHEAST OF A WITNESS POST AT THE FENCE
 CK4305'CORNER POST.
 CK4305'NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION 15 123.
 CK4305'RECOVERED BY C.E. GEOGHEGAN.
 CK4305
 CK4305                          STATION RECOVERY (2005)
 CK4305
 CK4305'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4305'STATION IS LOCATED 4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF GREEN POND, 16.4
 CK4305'MI (26.39 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4305'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4305'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK4305'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MILES (2.3
 CK4305'KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 3.95
 CK4305'MI (6.36 KM) TO THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), TURN
 CK4305'LEFT ON ROAD 162 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF STATE ROAD
 CK4305'163 (HICKORY HILL ROAD), TURN LEFT ON ROAD 163 FOR 0.45 MI (0.72 KM)
 CK4305'TO THE STATION ON THE LEFT IN THE NORTH ANGLE OF A SAND DRIVEWAY
 CK4305'LEADING TO A WOOD HOUSE NUMBER 1794. STATION IS A CONCRETE POST
 CK4305'RECESSED 0.3 FT (0.1 M) AND 0.5 FT (0.2 M) BELOW THE ROAD, 18.2 FT
 CK4305'(5.5 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 24.0 FT (7.3 M)
 CK4305'NORTH NORTHEAST OF THE CENTER OF THE DRIVEWAY, 60.7 FT (18.5 M)
 CK4305'NORTHEAST OF A POWER POLE NUMBER 419489, 17.8 FT (127865.9 M) EAST OF
 CK4305'A WITNESS POST AT A WOOD CORNER FENCE POST. NOTE-STATION IS
 CK4305'INTERVISIBLE WITH HORIZONTAL STATION 15 123. RECOVERED BY R.P.
 CK4305'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4306 ***********************************************************************
 CK4306  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4306  DESIGNATION -  15 123
 CK4306  PID         -  CK4306
 CK4306  STATE/COUNTY-  SC/COLLETON
 CK4306  USGS QUAD   -  WHITE HALL (1988)
 CK4306
 CK4306                         *CURRENT SURVEY CONTROL
 CK4306  ___________________________________________________________________
 CK4306* NAD 83(2001)-  32 39 48.03523(N)    080 38 23.39098(W)     ADJUSTED  
 CK4306* NAVD 88     -         3.80   (meters)      12.5    (feet)  GPS OBS   
 CK4306  ___________________________________________________________________
 CK4306  X           -     874,140.591 (meters)                     COMP
 CK4306  Y           -  -5,303,132.058 (meters)                     COMP
 CK4306  Z           -   3,422,571.582 (meters)                     COMP
 CK4306  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CK4306  ELLIP HEIGHT-         -28.00  (meters)          (05/04/06) GPS OBS
 CK4306  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK4306
 CK4306  HORZ ORDER  -  FIRST
 CK4306  ELLP ORDER  -  FOURTH    CLASS II
 CK4306
 CK4306.The horizontal coordinates were established by GPS observations
 CK4306.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4306
 CK4306.The orthometric height was determined by GPS observations and a
 CK4306.high-resolution geoid model using precise GPS observation and
 CK4306.processing techniques.
 CK4306
 CK4306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4306
 CK4306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4306
 CK4306.The ellipsoidal height was determined by GPS observations
 CK4306.and is referenced to NAD 83.
 CK4306
 CK4306.The geoid height was determined by GEOID03.
 CK4306
 CK4306;                    North         East     Units Scale Factor Converg.
 CK4306;SPC SC       -    92,109.447   643,384.337   MT  0.99994647   +0 11 58.8
 CK4306;SPC SC       -   302,196.35  2,110,841.00   iFT  0.99994647   +0 11 58.8
 CK4306;UTM  17      - 3,614,023.426   533,772.793   MT  0.99961406   +0 11 39.8
 CK4306
 CK4306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4306!SPC SC       -   1.00000440  x   0.99994647  =   0.99995087
 CK4306!UTM  17      -   1.00000440  x   0.99961406  =   0.99961845
 CK4306
 CK4306:                Primary Azimuth Mark                     Grid Az
 CK4306:SPC SC       -  15 122                                   023 46 29.7
 CK4306:UTM  17      -  15 122                                   023 46 48.7
 CK4306
 CK4306|---------------------------------------------------------------------|
 CK4306| PID    Reference Object                     Distance      Geod. Az  |
 CK4306|                                                           dddmmss.s |
 CK4306| CK4305 15 122                              455.495 METERS 0235828.5 |
 CK4306|---------------------------------------------------------------------|
 CK4306
 CK4306                          SUPERSEDED SURVEY CONTROL
 CK4306
 CK4306  NAD 83(2001)-  32 39 48.03472(N)    080 38 23.39000(W) AD(       ) 1
 CK4306  NAD 83(1995)-  32 39 48.03502(N)    080 38 23.39187(W) AD(       ) 1
 CK4306  ELLIP H (12/20/99)  -27.96   (m)                       GP(       ) 4 1
 CK4306  NAD 83(1986)-  32 39 48.04469(N)    080 38 23.39403(W) AD(       ) 1
 CK4306  NAD 27      -  32 39 47.38935(N)    080 38 24.01036(W) AD(       ) 1
 CK4306  NGVD 29 (10/12/88)    4.0    (m)           13.     (f) GPS OBS        
 CK4306
 CK4306.Superseded values are not recommended for survey control.
 CK4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4306.See file dsdata.txt to determine how the superseded data were derived.
 CK4306
 CK4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS3377314023(NAD 83)
 CK4306_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4306_SP_SET: CONCRETE POST
 CK4306_STAMPING: 15 123 1985
 CK4306_MARK LOGO: NGS   
 CK4306_PROJECTION: RECESSED 5 CENTIMETERS
 CK4306_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4306+STABILITY: SURFACE MOTION
 CK4306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4306+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 CK4306
 CK4306  HISTORY     - Date     Condition        Report By
 CK4306  HISTORY     - 1985     MONUMENTED       NGS
 CK4306  HISTORY     - 1985     GOOD             NGS
 CK4306  HISTORY     - 19870226 GOOD
 CK4306  HISTORY     - 19920225 GOOD             SCGS
 CK4306  HISTORY     - 20050706 GOOD             SCGS
 CK4306
 CK4306                          STATION DESCRIPTION
 CK4306
 CK4306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4306'STATION MARK IS LOCATED 8.0 KM (5.0 MI) SOUTH-SOUTHWEST OF GREEN
 CK4306'POND, 4.0 KM
 CK4306'(2.5 MI) EAST-NORTHEAST OF THE US HIGHWAY 17 BRIDGE OVER THE
 CK4306'COMBAHEE RIVER (BEAUFORT-COLLETON COUNTY LINE), 6.3 KM (3.9 MI)
 CK4306'SOUTH-SOUTHWEST OF THE JUNCTION OF HIGHWAY 17 AND STATE HIGHWAY
 CK4306'303, ON THE RIGHT-OF-WAY OF A PAVED COUNTY ROAD.  OWNERSHIP--SOUTH
 CK4306'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4306'
 CK4306'TO REACH FROM THE JUNCTION OF HIGHWAYS 17 AND 303, GO SOUTHWEST ON
 CK4306'HIGHWAY 17 FOR 6.38 KM (4.0 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 CK4306'SOUTHEAST, ON S-15-162 FOR 1.11 KM (0.7 MI) TO A PAVED ROAD LEFT.
 CK4306'TURN LEFT, NORTHEAST, ON S-15-163 FOR 0.26 KM (0.15 MI) TO A
 CK4306'DRIVEWAY ON THE LEFT TO A YELLOW-TRIMMED BRICK HOUSE AND THE
 CK4306'STATION ON THE LEFT.
 CK4306'
 CK4306'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---15 123
 CK4306'1985---.  SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 CK4306'10 CM BELOW GROUND.  IT IS 5.4 METERS NORTHWEST OF THE ROAD CENTER,
 CK4306'8.5 METERS SOUTHWEST OF THE DRIVEWAY CENTER, 6.3 METERS SOUTH OF
 CK4306'THE SOUTH END OF DRAIN PIPE UNDER THE DRIVEWAY, 5.2 METERS
 CK4306'SOUTHEAST OF A FENCE, AND 15.4 METERS NORTHEAST OF THE NORTH END OF
 CK4306'A DRAIN PIPE UNDER A FIELD ENTRANCE.  SUBSURFACE DISK IS SET IN THE
 CK4306'TOP OF AN IRREGUALR MASS OF CONCRETE 1.1 METERS BELOW GROUND.
 CK4306'
 CK4306'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4306
 CK4306                          STATION RECOVERY (1985)
 CK4306
 CK4306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4306'RECOVERED IN GOOD CONDITION.
 CK4306
 CK4306                          STATION RECOVERY (1987)
 CK4306
 CK4306'RECOVERED 1987
 CK4306'RECOVERED IN GOOD CONDITION.
 CK4306
 CK4306                          STATION RECOVERY (1992)
 CK4306
 CK4306'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4306'STATION IS LOCATED 5.2 MILES (8.4 KM) SOUTH SOUTHWEST OF GREEN POND,
 CK4306'10.3 MILES (16.6 KM) EAST NORTHEAST OF SHELDON. OWNERSHIP--SCDHPT,
 CK4306'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4306'803-737-1350.
 CK4306'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4306'HIGHWAY 303, 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK4306'SOUTHWEST ON HIGHWAY 17 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF
 CK4306'STATE ROAD 163, TURN LEFT ON ROAD 163 FOR 2.0 MILES (3.2 KM) TO THE
 CK4306'STATION ON THE RIGHT, 0.15 MILE (0.24 KM) EAST NORTHEAST OF THE
 CK4306'JUNCTION OF STATE ROAD 162.
 CK4306'STATION IS A CONCRETE POST RECESSED 1-INCH AND 0.5 FOOT (15.2 CM)
 CK4306'BELOW THE ROAD, 16.5 FEET (5.0 M) WEST NORTHWEST OF THE CENTER OF THE
 CK4306'ROAD, 20.7 FEET (6.3 M) SOUTH OF THE SOUTHWEST END OF A 15-INCH
 CK4306'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY, 85.3 FEET (26.0 M) SOUTH
 CK4306'SOUTHEAST OF THE SOUTH CORNER OF A BRICK HOUSE (HOMEOWNER-ANNA WHITE,
 CK4306'PHONE 803-844-8394), 100.0 FEET (30.5 M) EAST OF THE EAST CORNER OF A
 CK4306'BRICK PUMP SHED.
 CK4306'NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION 15 122.
 CK4306'RECOVERED BY C.E. GEOGHEGAN.
 CK4306
 CK4306                          STATION RECOVERY (2005)
 CK4306
 CK4306'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4307 ***********************************************************************
 CK4307  DESIGNATION -  15 124
 CK4307  PID         -  CK4307
 CK4307  STATE/COUNTY-  SC/COLLETON
 CK4307  USGS QUAD   -  WIGGINS (1988)
 CK4307
 CK4307                         *CURRENT SURVEY CONTROL
 CK4307  ___________________________________________________________________
 CK4307* NAD 83(2001)-  32 37 11.36113(N)    080 37 16.96224(W)     ADJUSTED  
 CK4307* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 CK4307  ___________________________________________________________________
 CK4307  X           -     876,272.867 (meters)                     COMP
 CK4307  Y           -  -5,305,419.912 (meters)                     COMP
 CK4307  Z           -   3,418,508.305 (meters)                     COMP
 CK4307  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CK4307  ELLIP HEIGHT-         -26.54  (meters)          (12/20/99) GPS OBS
 CK4307  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK4307
 CK4307  HORZ ORDER  -  FIRST
 CK4307  ELLP ORDER  -  FOURTH    CLASS I
 CK4307
 CK4307.The horizontal coordinates were established by GPS observations
 CK4307.and adjusted by the National Geodetic Survey in March 2004..
 CK4307
 CK4307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4307
 CK4307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4307
 CK4307.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4307
 CK4307.The ellipsoidal height was determined by GPS observations
 CK4307.and is referenced to NAD 83.
 CK4307
 CK4307.The geoid height was determined by GEOID03.
 CK4307
 CK4307;                    North         East     Units Scale Factor Converg.
 CK4307;SPC SC       -    87,289.542   645,132.872   MT  0.99995995   +0 12 35.7
 CK4307;SPC SC       -   286,383.01  2,116,577.66   iFT  0.99995995   +0 12 35.7
 CK4307;UTM  17      - 3,609,204.983   535,520.270   MT  0.99961556   +0 12 14.8
 CK4307
 CK4307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4307!SPC SC       -   1.00000417  x   0.99995995  =   0.99996412
 CK4307!UTM  17      -   1.00000417  x   0.99961556  =   0.99961973
 CK4307
 CK4307                          SUPERSEDED SURVEY CONTROL
 CK4307
 CK4307  NAD 83(1995)-  32 37 11.36134(N)    080 37 16.96387(W) AD(       ) 1
 CK4307  NAD 83(1986)-  32 37 11.37258(N)    080 37 16.96682(W) AD(       ) 1
 CK4307  NAD 27      -  32 37 10.71174(N)    080 37 17.58596(W) AD(       ) 1
 CK4307  NGVD 29 (10/12/88)    5.5    (m)           18.     (f) GPS OBS        
 CK4307
 CK4307.Superseded values are not recommended for survey control.
 CK4307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4307.See file dsdata.txt to determine how the superseded data were derived.
 CK4307
 CK4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS3552009205(NAD 83)
 CK4307_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4307_SP_SET: CONCRETE POST
 CK4307_STAMPING: 15 124 1985
 CK4307_MARK LOGO: NGS   
 CK4307_PROJECTION: RECESSED 8 CENTIMETERS
 CK4307_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4307+STABILITY: SURFACE MOTION
 CK4307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK4307+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 CK4307
 CK4307  HISTORY     - Date     Condition        Report By
 CK4307  HISTORY     - 1985     MONUMENTED       NGS
 CK4307  HISTORY     - 1985     GOOD             NGS
 CK4307  HISTORY     - 19870225 GOOD
 CK4307  HISTORY     - 19881024 GOOD             SC-013
 CK4307  HISTORY     - 19920225 GOOD             SCGS
 CK4307  HISTORY     - 20050706 GOOD             SCGS
 CK4307
 CK4307                          STATION DESCRIPTION
 CK4307
 CK4307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4307'STATION IS LOCATED 13.0 KM (8.0 MI) SOUTH OF GREEN POND, 7.2 KM
 CK4307'(4.5 MI) SOUTHEAST OF THE US HIGHWAY 17 BRIDGE OVER THE COMBAHEE
 CK4307'RIVER (BEAUFORT-COLLETON COUNTY LINE), 7.2 KM (4.5 MI)
 CK4307'WEST-NORTHWEST OF THE WIGGINS COMMUNITY, ON THE RIGHT-OF-WAY OF A
 CK4307'COUNTY ROAD.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4307'
 CK4307'TO REACH FROM THE JUNCTION OF US HIGHWAY 17 AND STATE HIGHWAY 303
 CK4307'(JUST SOUTH OF GREEN POND), GO SOUTHWEST ON HIGHWAY 17 FOR 6.38 KM
 CK4307'(4.0 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, ON S-15-162 FOR
 CK4307'4.7 KM (2.9 MI) TO THE ENTRANCE TO THE LONG BROW PLANTATION ON THE
 CK4307'RIGHT.  CONTINUE AHEAD FOR 1.77 KM (1.1 MI) TO A PASTURE GATE ON
 CK4307'THE RIGHT.  CONTINUE AHEAD FOR 0.11 KM (0.05 MI) TO THE STATION ON
 CK4307'THE RIGHT, 0.10 KM (0.05 MI) BEFORE REACHING A SMALL YELLOW FRAME
 CK4307'HOUSE ON THE LEFT.
 CK4307'
 CK4307'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---15 124
 CK4307'1985---.  SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST
 CK4307'FLUSH WITH THE GROUND.  IT IS 10.1 METERS SOUTHWEST OF THE ROAD
 CK4307'CENTER, 2.7 METERS SOUTH OF TELEPHONE PEDESTAL POST 10/41, 1.0
 CK4307'METER NORTHEAST OF A FIBERGLASS WITNESS POST IN THE FENCE LINE, AND
 CK4307'13.2 METERS NORTHWEST OF A LONE 40-CM LEANING PINE TREE.
 CK4307'SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.1
 CK4307'METERS BELOW GROUND.
 CK4307'
 CK4307'NO OTHER MARKS FOR THIS STATION.  STATION WAS OCCUPIED BY GPS.
 CK4307'DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4307
 CK4307                          STATION RECOVERY (1985)
 CK4307
 CK4307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4307'RECOVERED IN GOOD CONDITION.
 CK4307
 CK4307                          STATION RECOVERY (1987)
 CK4307
 CK4307'RECOVERED 1987
 CK4307'RECOVERED IN GOOD CONDITION.
 CK4307
 CK4307                          STATION RECOVERY (1988)
 CK4307
 CK4307'RECOVERY NOTE BY BEAUFORT COUNTY SOUTH CAROLINA 1988
 CK4307'RECOVERED IN GOOD CONDITION.
 CK4307
 CK4307                          STATION RECOVERY (1992)
 CK4307
 CK4307'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4307'STATION IS LOCATED 8.0 MILES (12.9 KM) SOUTH OF GREEN POND, 10.1 MILES
 CK4307'(16.3 KM) EAST OF SHELDON. OWNERSHIP--SCDHPT, DIRECTOR OF
 CK4307'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4307'803-737-1350.
 CK4307'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4307'HIGHWAY 303, 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK4307'SOUTHWEST ON HIGHWAY 17 FOR 3.85 MILES (6.20 KM) TO THE JUNCTION OF
 CK4307'STATE ROAD 162, TURN LEFT ON ROAD 162 FOR 0.65 MILE (1.05 KM) TO THE
 CK4307'JUNCTION OF STATE ROAD 163, CONTINUE ON ROAD 162 FOR 3.3 MILES
 CK4307'(5.3 KM) TO THE STATION ON THE RIGHT NEAR A TELEPHONE JUNCTION BOX,
 CK4307'2.4 MILES (3.9 KM) WEST OF THE JUNCTION OF STATE ROAD 161 (SAND ROAD)
 CK4307'.
 CK4307'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 CK4307'ABOVE THE ROAD, 32.0 FEET (9.8 M) NORTHEAST OF THE CENTER OF THE ROAD,
 CK4307'43.7 FEET (13.3 M) NORTHWEST OF A 22-INCH LEANING PINE TREE WITH A
 CK4307'SCGS REFERENCE WASHER ATTACHED, 9.0 FEET (2.7 M) SOUTH SOUTHEAST OF
 CK4307'THE TELEPHONE JUNCTION BOX NUMBER 10/41 WITH SUPPORT POST, 141.0 FEET
 CK4307'(43.0 M) SOUTH SOUTHEAST OF THE EXTENDED CENTER OF A FIELD ACCESS
 CK4307'ROAD, 2.3 FEET (0.7 M) SOUTHWEST OF A WITNESS POST IN A FENCE LINE.
 CK4307'RECOVERED BY C.E. GEOGHEGAN.
 CK4307
 CK4307                          STATION RECOVERY (2005)
 CK4307
 CK4307'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4307'STATION IS LOCATED 7.7 MI (12.39 KM) SOUTH OF GREEN POND, 19.8 MI
 CK4307'(31.87 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4307'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4307'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK4307'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MILES (2.3
 CK4307'KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 3.95
 CK4307'MI (6.36 KM) TO THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), TURN
 CK4307'LEFT ON ROAD 162 FOR 4.05 MI (6.52 KM) TO THE STATION ON THE RIGHT
 CK4307'NEAR A TELEPHONE JUNCTION BOX. STATION IS A CONCRETE POST RECESSED 0.3
 CK4307'FT (0.1 M) AND 0.5 FT (0.2 M) BELOW THE ROAD, 32.2 FT (9.8 M)
 CK4307'SOUTHWEST OF THE CENTER OF THE ROAD, 9.6 FT (2.9 M) SOUTH OF THE
 CK4307'TELEPHONE JUNCTION BOX B/79, 44.7 FT (13.6 M) NORTHWEST OF A 2.2-FOOT
 CK4307'LEANING PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 3.4 FT (1.0
 CK4307'M) NORTHEAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4308 ***********************************************************************
 CK4308  DESIGNATION -  15 125
 CK4308  PID         -  CK4308
 CK4308  STATE/COUNTY-  SC/COLLETON
 CK4308  USGS QUAD   -  WHITE HALL (1988)
 CK4308
 CK4308                         *CURRENT SURVEY CONTROL
 CK4308  ___________________________________________________________________
 CK4308* NAD 83(2001)-  32 39 10.78559(N)    080 40 54.49627(W)     ADJUSTED  
 CK4308* NAVD 88     -         2.9    (meters)      10.     (feet)  GPS OBS   
 CK4308  ___________________________________________________________________
 CK4308  X           -     870,355.535 (meters)                     COMP
 CK4308  Y           -  -5,304,381.333 (meters)                     COMP
 CK4308  Z           -   3,421,605.054 (meters)                     COMP
 CK4308  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CK4308  ELLIP HEIGHT-         -28.86  (meters)          (03/27/03) GPS OBS
 CK4308  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK4308
 CK4308  HORZ ORDER  -  FIRST
 CK4308  ELLP ORDER  -  FOURTH    CLASS II
 CK4308
 CK4308.The horizontal coordinates were established by GPS observations
 CK4308.and adjusted by the National Geodetic Survey in March 2003..
 CK4308
 CK4308.The orthometric height was determined by GPS observations and a
 CK4308.high-resolution geoid model.
 CK4308
 CK4308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4308
 CK4308.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4308
 CK4308.The ellipsoidal height was determined by GPS observations
 CK4308.and is referenced to NAD 83.
 CK4308
 CK4308.The geoid height was determined by GEOID03.
 CK4308
 CK4308;                    North         East     Units Scale Factor Converg.
 CK4308;SPC SC       -    90,949.111   639,450.696   MT  0.99994962   +0 10 35.1
 CK4308;SPC SC       -   298,389.47  2,097,935.35   iFT  0.99994962   +0 10 35.1
 CK4308;UTM  17      - 3,612,863.823   529,840.370   MT  0.99961098   +0 10 18.1
 CK4308
 CK4308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4308!SPC SC       -   1.00000453  x   0.99994962  =   0.99995415
 CK4308!UTM  17      -   1.00000453  x   0.99961098  =   0.99961551
 CK4308
 CK4308                          SUPERSEDED SURVEY CONTROL
 CK4308
 CK4308  NAD 83(1995)-  32 39 10.78554(N)    080 40 54.49825(W) AD(       ) 1
 CK4308  ELLIP H (12/20/99)  -28.75   (m)                       GP(       ) 4 1
 CK4308  NAD 83(1986)-  32 39 10.79558(N)    080 40 54.50059(W) AD(       ) 1
 CK4308  NAD 27      -  32 39 10.13991(N)    080 40 55.11705(W) AD(       ) 1
 CK4308  NGVD 29 (10/12/88)    3.2    (m)           10.     (f) GPS OBS        
 CK4308
 CK4308.Superseded values are not recommended for survey control.
 CK4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4308.See file dsdata.txt to determine how the superseded data were derived.
 CK4308
 CK4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS2984012864(NAD 83)
 CK4308_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4308_SP_SET: CONCRETE POST
 CK4308_STAMPING: 15 125 1985
 CK4308_MARK LOGO: NGS   
 CK4308_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK4308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4308+STABILITY: SURFACE MOTION
 CK4308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4308+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CK4308
 CK4308  HISTORY     - Date     Condition        Report By
 CK4308  HISTORY     - 1985     MONUMENTED       NGS
 CK4308  HISTORY     - 1985     GOOD             NGS
 CK4308  HISTORY     - 19851024 GOOD             SC-013
 CK4308  HISTORY     - 19870225 GOOD
 CK4308  HISTORY     - 19881026 GOOD
 CK4308  HISTORY     - 19920225 GOOD             SCGS
 CK4308  HISTORY     - 19930112 GOOD
 CK4308  HISTORY     - 19961104 GOOD             SCGS
 CK4308  HISTORY     - 19961104 GOOD             SCGS
 CK4308  HISTORY     - 20050705 MARK NOT FOUND   SCGS
 CK4308
 CK4308                          STATION DESCRIPTION
 CK4308
 CK4308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4308'STATION IS LOCATED 10.8 KM (6.7 MI) SOUTHWEST OF GREEN POND, AT THE
 CK4308'EAST END OF THE HIGHWAY 17 BRIDGE OVER THE COMBAHEE RIVER
 CK4308'(BEAUFORT-COLLETON COUNTY LINE), ON THE RIGHT-OF-WAY OF HIGHWAY 17.
 CK4308'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4308'
 CK4308'THE STATION IS AT THE EAST END OF THE HIGHWAY 17 BRIDGE OVER THE
 CK4308'COMBAHEE RIVER (BEAUFORT-COLLETON COUNTY LINE), ON THE RIGHT-OF-WAY
 CK4308'OF HIGHWAY 17.
 CK4308'
 CK4308'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---15 125
 CK4308'1985---.  SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST 5
 CK4308'CM BELOW GROUND.  IT IS 5.2 METERS NORTHEAST OF BENCH MARK V 106 IN
 CK4308'THE NORTH CORNER OF THE BRIDGE, 6.3 METERS NORTHWEST OF THE HIGHWAY
 CK4308'CENTER, AND 1.4 METERS NORTHEAST OF A CONCRETE WATER RUNOFF TROUGH.
 CK4308'SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CK4308'1.1 METERS BELOW GROUND.
 CK4308'
 CK4308'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4308
 CK4308                          STATION RECOVERY (1985)
 CK4308
 CK4308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4308'RECOVERED IN GOOD CONDITION.
 CK4308
 CK4308                          STATION RECOVERY (1985)
 CK4308
 CK4308'RECOVERY NOTE BY BEAUFORT COUNTY SOUTH CAROLINA 1985
 CK4308'RECOVERED IN GOOD CONDITION.
 CK4308
 CK4308                          STATION RECOVERY (1987)
 CK4308
 CK4308'RECOVERED 1987
 CK4308'RECOVERED IN GOOD CONDITION.
 CK4308
 CK4308                          STATION RECOVERY (1988)
 CK4308
 CK4308'RECOVERED 1988
 CK4308'RECOVERED IN GOOD CONDITION.
 CK4308
 CK4308                          STATION RECOVERY (1992)
 CK4308
 CK4308'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4308'STATION IS LOCATED 7.1 MILES (11.4 KM) SOUTHWEST OF GREEN POND, 7.8
 CK4308'MILES (12.6 KM) EAST NORTHEAST OF SHELDON. OWNERSHIP--SCDHPT,
 CK4308'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4308'803-737-1350.
 CK4308'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4308'HIGHWAY 303, 1.45 MILES (2.33 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK4308'SOUTHWEST ON HIGHWAY 17 FOR 5.95 MILES (9.58 KM) TO THE NORTHEAST END
 CK4308'OF THE BRIDGE OVER THE COMBAHEE RIVER AND THE STATION NEAR THE NORTH
 CK4308'CORNER OF THE BRIDGE.
 CK4308'STATION IS A CONCRETE POST RECESSED 1 INCH AND 0.5 FOOT (15.2 CM)
 CK4308'BELOW THE HIGHWAY, 19.0 FEET (5.8 M) NORTH NORTHWEST OF THE CENTER OF
 CK4308'THE HIGHWAY, 17.1 FEET (5.2 M) EAST NORTHEAST OF BENCH MARK V 106 (IN
 CK4308'WINGWALL OF BRIDGE), 16.6 FEET (5.1 M) EAST NORTHEAST OF THE NORTH
 CK4308'CORNER OF THE WINGWALL OF THE BRIDGE, 16.2 FEET (4.9 M) EAST
 CK4308'NORTHEAST OF A WITNESS POST.
 CK4308'RECOVERED BY C.E. GEOGHEGAN.
 CK4308
 CK4308                          STATION RECOVERY (1993)
 CK4308
 CK4308'RECOVERED 1993
 CK4308'RECOVERED IN GOOD CONDITION.
 CK4308
 CK4308                          STATION RECOVERY (1996)
 CK4308
 CK4308'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK4308'RECOVERED AS DESCRIBED.
 CK4308
 CK4308                          STATION RECOVERY (1996)
 CK4308
 CK4308'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK4308'RECOVERED AS DESCRIBED.
 CK4308
 CK4308                          STATION RECOVERY (2005)
 CK4308
 CK4308'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK4308'COORDINATES AND MEASUREMENTS LED TO AN AREA COVERED BY ASPHALT,
 CK4308'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6382 ***********************************************************************
 CK6382  DESIGNATION -  15 126
 CK6382  PID         -  CK6382
 CK6382  STATE/COUNTY-  SC/COLLETON
 CK6382  USGS QUAD   -  COTTAGEVILLE (1980)
 CK6382
 CK6382                         *CURRENT SURVEY CONTROL
 CK6382  ___________________________________________________________________
 CK6382* NAD 83(1986)-  32 54 58.     (N)    080 24 38.     (W)     SCALED    
 CK6382* NAVD 88     -         7.345  (meters)      24.10   (feet)  ADJUSTED  
 CK6382  ___________________________________________________________________
 CK6382  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK6382  DYNAMIC HT  -           7.337 (meters)      24.07  (feet)  COMP
 CK6382  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 CK6382
 CK6382  VERT ORDER  -  FIRST     CLASS II
 CK6382
 CK6382.The horizontal coordinates were scaled from a topographic map and have
 CK6382.an estimated accuracy of +/- 6 seconds.
 CK6382
 CK6382.The orthometric height was determined by differential leveling
 CK6382.and adjusted by the National Geodetic Survey in April 1994..
 CK6382
 CK6382.The geoid height was determined by GEOID03.
 CK6382
 CK6382.The dynamic height is computed by dividing the NAVD 88
 CK6382.geopotential number by the normal gravity value computed on the
 CK6382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK6382.degrees latitude (g = 980.6199 gals.).
 CK6382
 CK6382.The modeled gravity was interpolated from observed gravity values.
 CK6382
 CK6382;                    North         East    Units  Estimated Accuracy
 CK6382;SPC SC       -   120,240.      664,730.      MT  (+/- 180 meters Scaled)
 CK6382
 CK6382                          SUPERSEDED SURVEY CONTROL
 CK6382
 CK6382.No superseded survey control is available for this station.
 CK6382
 CK6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS551421(NAD 83)
 CK6382_MARKER: DD = SURVEY DISK
 CK6382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6382_SP_SET: CONCRETE POST
 CK6382_STAMPING: 15 126 1993
 CK6382_MARK LOGO: SCGS  
 CK6382_PROJECTION: FLUSH
 CK6382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6382+STABILITY: SURFACE MOTION
 CK6382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6382+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK6382
 CK6382  HISTORY     - Date     Condition        Report By
 CK6382  HISTORY     - 1993     MONUMENTED       SCGS
 CK6382  HISTORY     - 20050809 GOOD             SCGS
 CK6382
 CK6382                          STATION DESCRIPTION
 CK6382
 CK6382'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK6382'STATION IS LOCATED 4.3 MILES (6.9 KM) EAST SOUTHEAST OF COTTAGEVILLE.
 CK6382'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK6382'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK6382'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (MAIN STREET) AND STATE HIGHWAY
 CK6382'651 (SPRING HILL ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON
 CK6382'HIGHWAY 17 ALTERNATE FOR 5.2 MILES (8.4 KM) TO THE JUNCTION OF STATE
 CK6382'ROAD 91 AND A SAND ROAD RIGHT, TURN RIGHT ON THE SAND ROAD FOR 0.75
 CK6382'MILE (1.21 KM) TO A SAND CROSSROAD AND THE STATION IN THE NORTHEAST
 CK6382'ANGLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 CK6382'WITH THE SAND ROADS, 87.3 FEET (26.6 M) SOUTH SOUTHWEST OF THE WEST
 CK6382'CORNER OF THE FRONT PORCH OF A WOODEN FRAME HOUSE, 76.5 FEET
 CK6382'(23.3 M) EAST NORTHEAST OF A TELEPHONE JUNCTION BOX E/35R/8, 30.8
 CK6382'FEET (9.4 M) EAST NORTHEAST OF THE CENTER OF THE MAIN SAND ROAD, 24.0
 CK6382'FEET (7.3 M) NORTH NORTHEAST OF THE CENTER OF THE CROSSROAD, 65.0
 CK6382'FEET (19.8 M) NORTH OF A POWER POLE NUMBER 391 WITH THREE GUY WIRES,
 CK6382'25.6 FEET (7.8 M) WEST NORTHWEST OF A 1.2-FOOT OAK TREE WITH A SCGS
 CK6382'REFERENCE WASHER ATTACHED, 60.8 FEET (18.5 M) WEST SOUTHWEST OF A
 CK6382'LIGHT POLE NUMBER 364943, 20.4 FEET (6.2 M) NORTH NORTHWEST OF A
 CK6382'WITNESS POST. DESCRIBED BY T. HALL.
 CK6382
 CK6382                          STATION RECOVERY (2005)
 CK6382
 CK6382'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6382'STATION IS LOCATED 4.3 MI (6.92 KM) EAST SOUTHEAST OF COTTAGEVILLE,
 CK6382'14.95 MI (24.06 KM) EAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6382'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK6382'(COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) AT THE
 CK6382'WEST EDGE OF COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE FOR 5.2 MI
 CK6382'(8.37 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT (CAMP BUDDY ROAD) AND
 CK6382'STATE ROAD 91 (PIERCE ROAD) LEFT, TURN RIGHT ON CAMP BUDDY ROAD FOR
 CK6382'0.75 MI (1.21 KM) TO THE STATION ON THE LEFT NEAR AN OAK TREE IN THE
 CK6382'NORTHEAST ANGLE OF A PAVED ROAD LEFT (SULLIVANS FERRY ROAD). STATION
 CK6382'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) ABOVE THE
 CK6382'ROADS, 31.0 FT (9.4 M) EAST OF THE CENTER OF CAMP BUDDY ROAD, 30.0 FT
 CK6382'(9.1 M) NORTH OF THE CENTER OF SULLIVANS FERRY ROAD, 60.6 FT (18.5 M)
 CK6382'WEST SOUTHWEST OF A SECURITY LIGHT POLE NUMBER 364943, 12.7 FT
 CK6382'(111238.7 M) NORTHWEST OF A 1.0-FOOT OAK TREE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6389 ***********************************************************************
 CK6389  DESIGNATION -  15 127
 CK6389  PID         -  CK6389
 CK6389  STATE/COUNTY-  SC/COLLETON
 CK6389  USGS QUAD   -  COTTAGEVILLE (1980)
 CK6389
 CK6389                         *CURRENT SURVEY CONTROL
 CK6389  ___________________________________________________________________
 CK6389* NAD 83(1986)-  32 56 14.     (N)    080 24 42.     (W)     SCALED    
 CK6389* NAVD 88     -         9.114  (meters)      29.90   (feet)  ADJUSTED  
 CK6389  ___________________________________________________________________
 CK6389  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK6389  DYNAMIC HT  -           9.104 (meters)      29.87  (feet)  COMP
 CK6389  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 CK6389
 CK6389  VERT ORDER  -  FIRST     CLASS II
 CK6389
 CK6389.The horizontal coordinates were scaled from a topographic map and have
 CK6389.an estimated accuracy of +/- 6 seconds.
 CK6389
 CK6389.The orthometric height was determined by differential leveling
 CK6389.and adjusted by the National Geodetic Survey in April 1994..
 CK6389
 CK6389.The geoid height was determined by GEOID03.
 CK6389
 CK6389.The dynamic height is computed by dividing the NAVD 88
 CK6389.geopotential number by the normal gravity value computed on the
 CK6389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK6389.degrees latitude (g = 980.6199 gals.).
 CK6389
 CK6389.The modeled gravity was interpolated from observed gravity values.
 CK6389
 CK6389;                    North         East    Units  Estimated Accuracy
 CK6389;SPC SC       -   122,580.      664,610.      MT  (+/- 180 meters Scaled)
 CK6389
 CK6389                          SUPERSEDED SURVEY CONTROL
 CK6389
 CK6389.No superseded survey control is available for this station.
 CK6389
 CK6389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS549444(NAD 83)
 CK6389_MARKER: DD = SURVEY DISK
 CK6389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6389_SP_SET: CONCRETE POST
 CK6389_STAMPING: 15 127 1993
 CK6389_MARK LOGO: SCGS  
 CK6389_PROJECTION: FLUSH
 CK6389_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6389+STABILITY: SURFACE MOTION
 CK6389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6389+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK6389
 CK6389  HISTORY     - Date     Condition        Report By
 CK6389  HISTORY     - 1993     MONUMENTED       SCGS
 CK6389  HISTORY     - 20050809 GOOD             SCGS
 CK6389
 CK6389                          STATION DESCRIPTION
 CK6389
 CK6389'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK6389'STATION IS LOCATED 4.0 MILES (6.4 KM) EAST OF COTTAGEVILLE.
 CK6389'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK6389'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK6389'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (MAIN STREET) AND STATE HIGHWAY
 CK6389'651 (SPRING HILL ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON
 CK6389'HIGHWAY 17 ALTERNATE FOR 5.2 MILES (8.4 KM) TO THE JUNCTION OF STATE
 CK6389'ROAD 91, TURN LEFT ON ROAD 91 FOR 0.75 MILE (1.21 KM) TO A DRIVEWAY
 CK6389'LEFT LEADING TO MOBILE HOME 758A AND THE STATION NEAR A POWER POLE
 CK6389'AND A CONCRETE POST PROJECTING 3.0 FEET (0.9 M) IN THE SOUTHWEST
 CK6389'ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 CK6389'GROUND AND LEVEL WITH THE ROAD, 102.8 FEET (31.3 M) SOUTHEAST OF THE
 CK6389'NORTHEAST CORNER OF THE MOBILE HOME, 31.0 FEET (9.4 M) WEST OF THE
 CK6389'CENTER OF THE ROAD, 2.5 FEET (0.8 M) WEST OF THE POWER POLE NUMBER
 CK6389'420197 WITH A TRANSFORMER, 2.8 FEET (0.9 M) EAST OF THE CONCRETE
 CK6389'POST, 3.6 FEET (1.1 M) WEST OF A TELEPHONE JUNCTION BOX E/63L/5A,
 CK6389'39.2 FEET (11.9 M) SOUTH SOUTHWEST OF THE SOUTH END OF A 1.2-FOOT
 CK6389'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY. DESCRIBED BY T. HALL.
 CK6389
 CK6389                          STATION RECOVERY (2005)
 CK6389
 CK6389'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6389'STATION IS LOCATED 4.0 MI (6.44 KM) EAST OF COTTAGEVILLE, 15.0 MI
 CK6389'(24.14 KM) EAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6389'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK6389'(COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) AT THE
 CK6389'WEST EDGE OF COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE FOR 5.2 MI
 CK6389'(8.37 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT (CAMP BUDDY ROAD) AND
 CK6389'STATE ROAD 91 (PEIRCE ROAD) LEFT, TURN LEFT ON ROAD 91 FOR 0.75 MI
 CK6389'(1.21 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE AND A TELEPHONE
 CK6389'JUNCTION BOX IN THE FRONT YARD OF MOBILE HOME NUMBER 765. STATION IS A
 CK6389'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 39.0 FT
 CK6389'(11.9 M) SOUTH SOUTHWEST OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE
 CK6389'CULVERT BENEATH THE DRIVEWAY TO THE MOBILE HOME, 31.0 FT (9.4 M) WEST
 CK6389'OF THE CENTER OF THE ROAD, 2.6 FT (0.8 M) EAST OF A SQUARE CONCRETE
 CK6389'POST PROJECTING 3-FOOT, 77.7 FT (0.9 M) EAST OF THE SOUTHEAST CORNER
 CK6389'OF THE MOBILE HOME, 2.4 FT (0.7 M) WEST OF THE POWER POLE NUMBER
 CK6389'420197 WITH A TRANSFORMER, 3.6 FT (1.1 M) WEST OF A TELEPHONE JUNCTION
 CK6389'BOX E/63L/5A, 2.4 FT (0.7 M) WEST OF A WITNESS POST. RECOVERED BY T.
 CK6389'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6383 ***********************************************************************
 CK6383  DESIGNATION -  15 128
 CK6383  PID         -  CK6383
 CK6383  STATE/COUNTY-  SC/COLLETON
 CK6383  USGS QUAD   -  COTTAGEVILLE (1980)
 CK6383
 CK6383                         *CURRENT SURVEY CONTROL
 CK6383  ___________________________________________________________________
 CK6383* NAD 83(1986)-  32 56 49.     (N)    080 24 51.     (W)     SCALED    
 CK6383* NAVD 88     -         8.560  (meters)      28.08   (feet)  ADJUSTED  
 CK6383  ___________________________________________________________________
 CK6383  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK6383  DYNAMIC HT  -           8.551 (meters)      28.05  (feet)  COMP
 CK6383  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 CK6383
 CK6383  VERT ORDER  -  FIRST     CLASS II
 CK6383
 CK6383.The horizontal coordinates were scaled from a topographic map and have
 CK6383.an estimated accuracy of +/- 6 seconds.
 CK6383
 CK6383.The orthometric height was determined by differential leveling
 CK6383.and adjusted by the National Geodetic Survey in April 1994..
 CK6383
 CK6383.The geoid height was determined by GEOID03.
 CK6383
 CK6383.The dynamic height is computed by dividing the NAVD 88
 CK6383.geopotential number by the normal gravity value computed on the
 CK6383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK6383.degrees latitude (g = 980.6199 gals.).
 CK6383
 CK6383.The modeled gravity was interpolated from observed gravity values.
 CK6383
 CK6383;                    North         East    Units  Estimated Accuracy
 CK6383;SPC SC       -   123,660.      664,370.      MT  (+/- 180 meters Scaled)
 CK6383
 CK6383                          SUPERSEDED SURVEY CONTROL
 CK6383
 CK6383.No superseded survey control is available for this station.
 CK6383
 CK6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS547455(NAD 83)
 CK6383_MARKER: DD = SURVEY DISK
 CK6383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6383_SP_SET: CONCRETE POST
 CK6383_STAMPING: 15 128 1993
 CK6383_MARK LOGO: SCGS  
 CK6383_PROJECTION: FLUSH
 CK6383_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6383+STABILITY: SURFACE MOTION
 CK6383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6383+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK6383
 CK6383  HISTORY     - Date     Condition        Report By
 CK6383  HISTORY     - 1993     MONUMENTED       SCGS
 CK6383  HISTORY     - 20050809 GOOD             SCGS
 CK6383
 CK6383                          STATION DESCRIPTION
 CK6383
 CK6383'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK6383'STATION IS LOCATED 3.95 MILES (6.36 KM) EAST NORTHEAST OF
 CK6383'COTTAGEVILLE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK6383'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION
 CK6383'FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (MAIN STREET) AND
 CK6383'STATE HIGHWAY 651 (SPRING HILL ROAD) AT THE WEST EDGE OF
 CK6383'COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE FOR 5.2 MILES (8.4 KM)
 CK6383'TO THE JUNCTION OF STATE ROAD 91, TURN LEFT ON ROAD 91 FOR 1.5 MILES
 CK6383'(2.4 KM) TO A SAND ROAD RIGHT AND THE STATION NEAR A TELEPHONE
 CK6383'JUNCTION BOX AND A WOODEN SUPPORT POST IN THE SOUTHEAST ANGLE OF THE
 CK6383'SAND ROAD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 CK6383'WITH THE ROADS, 38.0 FEET (11.6 M) EAST OF THE CENTER OF ROAD 91,
 CK6383'28.0 FEET (8.5 M) SOUTH SOUTHEAST OF THE CENTER OF THE SAND ROAD, 5.2
 CK6383'FEET (1.6 M) EAST OF THE TELEPHONE JUNCTION BOX E/63L/14, 4.3 FEET
 CK6383'(1.3 M) EAST OF THE WOODEN JUNCTION BOX SUPPORT POST WITH A SCGS
 CK6383'REFERENCE WASHER ATTACHED, 38.0 FEET (11.6 M) NORTHWEST OF THE
 CK6383'NORTHWEST CORNER OF A CONCRETE BLOCK UNUSED FOUNDATION, 4.5 FEET
 CK6383'(1.4 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 CK6383
 CK6383                          STATION RECOVERY (2005)
 CK6383
 CK6383'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6383'STATION IS LOCATED 3.9 MI (6.28 KM) EAST OF COTTAGEVILLE, 15.0 MI
 CK6383'(24.14 KM) EAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6383'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6383'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK6383'(COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) AT THE
 CK6383'WEST EDGE OF COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE FOR 5.2 MI
 CK6383'(8.37 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT (CAMP BUDDY ROAD) AND
 CK6383'STATE ROAD 91 (PEIRCE ROAD) LEFT, TURN LEFT ON ROAD 91 FOR 1.45 MI
 CK6383'(2.33 KM) TO THE STATION ON THE RIGHT NEAR A TELEPHONE JUNCTION BOX IN
 CK6383'THE SOUTHEAST ANGLE OF A SAND ROAD RIGHT (BASS LANE). STATION IS A
 CK6383'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 5.2 FT
 CK6383'(1.6 M) EAST OF A TELEPHONE JUNCTION BOX E/63L/14, 38.3 FT (11.7 M)
 CK6383'EAST OF THE CENTER OF ROAD 91, 28.0 FT (36.3 M) SOUTH OF THE CENTER OF
 CK6383'BASS LANE, 4.4 FT (1.3 M) EAST OF A WOODEN SUPPORT POST FOR THE
 CK6383'TELEPHONE JUNCTION BOX, 26.0 FT (7.9 M) WEST OF A 2.0-FOOT PINE TREE,
 CK6383'86.5 FT (26.4 M) NORTH NORTHWEST OF A POWER LINE STUB POLE NUMBER
 CK6383'19427 WITH GUY WIRE, 4.4 FT (1.3 M) EAST OF A WITNESS POST. RECOVERED
 CK6383'BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6384 ***********************************************************************
 CK6384  DESIGNATION -  15 129
 CK6384  PID         -  CK6384
 CK6384  STATE/COUNTY-  SC/COLLETON
 CK6384  USGS QUAD   -  COTTAGEVILLE (1980)
 CK6384
 CK6384                         *CURRENT SURVEY CONTROL
 CK6384  ___________________________________________________________________
 CK6384* NAD 83(2001)-  32 57 20.27234(N)    080 25 10.53631(W)     ADJUSTED  
 CK6384* NAVD 88     -         7.941  (meters)      26.05   (feet)  ADJUSTED  
 CK6384  ___________________________________________________________________
 CK6384  X           -     891,595.987 (meters)                     COMP
 CK6384  Y           -  -5,282,417.143 (meters)                     COMP
 CK6384  Z           -   3,449,817.708 (meters)                     COMP
 CK6384  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CK6384  ELLIP HEIGHT-         -24.02  (meters)          (10/16/03) GPS OBS
 CK6384  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK6384  DYNAMIC HT  -           7.932 (meters)      26.02  (feet)  COMP
 CK6384  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 CK6384
 CK6384  HORZ ORDER  -  FIRST
 CK6384  VERT ORDER  -  FIRST     CLASS II
 CK6384  ELLP ORDER  -  FOURTH    CLASS II
 CK6384
 CK6384.The horizontal coordinates were established by GPS observations
 CK6384.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 CK6384
 CK6384.The orthometric height was determined by differential leveling
 CK6384.and adjusted by the National Geodetic Survey in April 1994..
 CK6384
 CK6384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6384
 CK6384.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6384
 CK6384.The ellipsoidal height was determined by GPS observations
 CK6384.and is referenced to NAD 83.
 CK6384
 CK6384.The geoid height was determined by GEOID03.
 CK6384
 CK6384.The dynamic height is computed by dividing the NAVD 88
 CK6384.geopotential number by the normal gravity value computed on the
 CK6384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK6384.degrees latitude (g = 980.6199 gals.).
 CK6384
 CK6384.The modeled gravity was interpolated from observed gravity values.
 CK6384
 CK6384;                    North         East     Units Scale Factor Converg.
 CK6384;SPC SC       -   124,614.972   663,860.688   MT  0.99987066   +0 19 18.4
 CK6384;SPC SC       -   408,841.77  2,178,020.63   iFT  0.99987066   +0 19 18.4
 CK6384;UTM  17      - 3,646,517.702   554,246.668   MT  0.99963628   +0 18 56.7
 CK6384
 CK6384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6384!SPC SC       -   1.00000377  x   0.99987066  =   0.99987443
 CK6384!UTM  17      -   1.00000377  x   0.99963628  =   0.99964005
 CK6384
 CK6384                          SUPERSEDED SURVEY CONTROL
 CK6384
 CK6384  NAD 83(1986)-  32 57 20.28202(N)    080 25 10.53936(W) AD(       ) 1
 CK6384  NAVD 88 (10/16/03)    7.94   (m)           26.0    (f) LEVELING    3  
 CK6384
 CK6384.Superseded values are not recommended for survey control.
 CK6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6384.See file dsdata.txt to determine how the superseded data were derived.
 CK6384
 CK6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5424746518(NAD 83)
 CK6384_MARKER: DD = SURVEY DISK
 CK6384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6384_SP_SET: CONCRETE POST
 CK6384_STAMPING: 15 129 1993
 CK6384_MARK LOGO: SCGS  
 CK6384_PROJECTION: FLUSH
 CK6384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6384+STABILITY: SURFACE MOTION
 CK6384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6384+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK6384
 CK6384  HISTORY     - Date     Condition        Report By
 CK6384  HISTORY     - 1993     MONUMENTED       SCGS
 CK6384  HISTORY     - 20020904 GOOD             SCGS
 CK6384  HISTORY     - 20050809 GOOD             SCGS
 CK6384
 CK6384                          STATION DESCRIPTION
 CK6384
 CK6384'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK6384'STATION IS LOCATED 3.8 MILES (6.1 KM) EAST NORTHEAST OF COTTAGEVILLE.
 CK6384'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK6384'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK6384'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (MAIN STREET) AND STATE HIGHWAY
 CK6384'651 (SPRING HILL ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON
 CK6384'HIGHWAY 17 ALTERNATE FOR 5.2 MILES (8.4 KM) TO THE JUNCTION OF STATE
 CK6384'ROAD 91, TURN LEFT ON ROAD 91 FOR 2.15 MILES (3.46 KM) TO A DRIVEWAY
 CK6384'LEFT LEADING TO A MOBILE HOME WITH A TWO STALL GARGAGE BEHIND AND THE
 CK6384'STATION NEAR A POWER POLE IN THE NORTHWEST ANGLE OF THE DRIVEWAY, 0.1
 CK6384'MILE (0.2 KM) SOUTH SOUTHEAST OF THE JUNCTION OF ALTMAN ROAD. STATION
 CK6384'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD,
 CK6384'155.3 FEET (47.3 M) NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE,
 CK6384'38.8 FEET (11.8 M) WEST SOUTHWEST OF THE CENTER OF ROAD 91, 5.0 FEET
 CK6384'(1.5 M) WEST SOUTHWEST OF THE POWER POLE NUMBER 234282, 11.8 FEET
 CK6384'(3.6 M) WEST OF THE NORTH END OF A 1.6-FOOT CONCRETE PIPE CULVERT
 CK6384'BENEATH THE DRIVEWAY, 16.8 FEET (5.1 M) NORTH NORTHWEST OF THE CENTER
 CK6384'OF THE DRIVEWAY, 156.0 FEET (47.5 M) EAST NORTHEAST OF A POWER POLE
 CK6384'NUMBER 234281 WITH A TRANSFORMER AND A SECURITY LIGHT, 4.5 FEET
 CK6384'(1.4 M) WEST SOUTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 CK6384
 CK6384                          STATION RECOVERY (2002)
 CK6384
 CK6384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK6384'STATION IS LOCATED 3.8 MILES EAST NORTHEAST OF COTTAGEVILLE, 14.8
 CK6384'MILES EAST NORTHEAST OF
 CK6384'WALTERBORO. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK6384'191, COLUMBIA, SC
 CK6384'29202, PHONE 803-737-1350.
 CK6384'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK6384'(COTTAGEVILLE
 CK6384'HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) IN COTTAGEVILLE, GO
 CK6384'EAST ON
 CK6384'HIGHWAY 17 ALTERNATE FOR 5.2 MILES TO THE JUNCTION OF STATE ROAD 91
 CK6384'(MCDANIELTOWN
 CK6384'ROAD), TURN LEFT ON ROAD 91 FOR 2.15 MILES TO THE STATION ON THE LEFT
 CK6384'NEAR A POWER POLE
 CK6384'IN THE NORTHWEST ANGLE OF A SAND DRIVEWAY LEADING TO A MOBILE HOME
 CK6384'NUMBER 2119
 CK6384'WITH TWO CAR GARAGE IN THE BACK YARD.
 CK6384'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK6384'ROAD, 38.2
 CK6384'FEET WEST SOUTHWEST OF THE CENTER OF ROAD 91, 4.7 FEET WEST SOUTHWEST
 CK6384'OF
 CK6384'THE POWER POLE NUMBER 6215 WITH SECURITY LIGHT, 11.5 FEET WEST OF THE
 CK6384'NORTH
 CK6384'END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 17.5
 CK6384'FEET NORTH
 CK6384'NORTHWEST OF THE CENTER OF THE DRIVEWAY, 4.7 FEET WEST SOUTHWEST OF A
 CK6384'WITNESS POST.
 CK6384'RECOVERED BY T. HALL.
 CK6384' 
 CK6384' 
 CK6384' 
 CK6384' 
 CK6384'
 CK6384
 CK6384                          STATION RECOVERY (2005)
 CK6384
 CK6384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6384'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2734 ***********************************************************************
 CK2734  DESIGNATION -  15 13 WDL
 CK2734  PID         -  CK2734
 CK2734  STATE/COUNTY-  SC/CHARLESTON
 CK2734  USGS QUAD   -  LEGAREVILLE (1971)
 CK2734
 CK2734                         *CURRENT SURVEY CONTROL
 CK2734  ___________________________________________________________________
 CK2734* NAD 83(1986)-  32 43 19.     (N)    080 01 20.     (W)     SCALED    
 CK2734* NAVD 88     -         4.159  (meters)      13.64   (feet)  ADJUSTED  
 CK2734  ___________________________________________________________________
 CK2734  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 CK2734  DYNAMIC HT  -           4.154 (meters)      13.63  (feet)  COMP
 CK2734  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 CK2734
 CK2734  VERT ORDER  -  FIRST     CLASS II
 CK2734
 CK2734.The horizontal coordinates were scaled from a topographic map and have
 CK2734.an estimated accuracy of +/- 6 seconds.
 CK2734
 CK2734.The orthometric height was determined by differential leveling
 CK2734.and adjusted by the National Geodetic Survey in June 1991..
 CK2734
 CK2734.The geoid height was determined by GEOID03.
 CK2734
 CK2734.The dynamic height is computed by dividing the NAVD 88
 CK2734.geopotential number by the normal gravity value computed on the
 CK2734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2734.degrees latitude (g = 980.6199 gals.).
 CK2734
 CK2734.The modeled gravity was interpolated from observed gravity values.
 CK2734
 CK2734;                    North         East    Units  Estimated Accuracy
 CK2734;SPC SC       -    98,980.      701,250.      MT  (+/- 180 meters Scaled)
 CK2734
 CK2734                          SUPERSEDED SURVEY CONTROL
 CK2734
 CK2734  NGVD 29 (03/21/89)    4.457  (m)           14.62   (f) ADJUSTED    1 2
 CK2734
 CK2734.Superseded values are not recommended for survey control.
 CK2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2734.See file dsdata.txt to determine how the superseded data were derived.
 CK2734
 CK2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS916208(NAD 83)
 CK2734_MARKER: DB = BENCH MARK DISK
 CK2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2734_SP_SET: CONCRETE POST
 CK2734_STAMPING: 15 13 WDL 1957
 CK2734_MARK LOGO: USGS  
 CK2734_PROJECTION: FLUSH
 CK2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2734+STABILITY: SURFACE MOTION
 CK2734
 CK2734  HISTORY     - Date     Condition        Report By
 CK2734  HISTORY     - 1957     MONUMENTED       USGS
 CK2734  HISTORY     - 1984     GOOD             SCGS
 CK2734  HISTORY     - 20010331 GOOD             NGS
 CK2734  HISTORY     - 20011210 GOOD             NGS
 CK2734
 CK2734                          STATION DESCRIPTION
 CK2734
 CK2734'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2734'5.5 KM (3.4 MI) EAST FROM FENWICK CROSSROADS.
 CK2734'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2734'ISLAND POST OFFICE, THENCE 2.9 KILOMETERS (1.8 MILES) SOUTHERLY ALONG
 CK2734'COUNTY ROAD S-10-54, SET IN A BRUSH LINE IN THE NORTHEAST ANGLE OF TWO
 CK2734'THREE-FOOT DITCHES RUNNING NORTH-SOUTH AND EAST-WEST, 32.9 METERS
 CK2734'(108.0 FEET) SOUTH-SOUTHEAST OF A POWER POLE, 21.5 METERS (70.5 FEET)
 CK2734'WEST-NORTHWEST OF THE FIRST 50-INCH OAK TREE ON THE NORTH SIDE OF A
 CK2734'SAND DRIVE, 23.3 METERS (76.7 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 CK2734'CENTER OF A SAND DRIVE, 9.5 METERS (31.2 FEET) EAST-NORTHEAST OF THE
 CK2734'CENTERLINE OF THE COUNTY ROAD.
 CK2734'THE MARK IS 0.40 METERS  WSW FROM A WITNESS POST.
 CK2734'THE MARK IS 0.30 M BELOW COUNTY ROAD.
 CK2734
 CK2734                          STATION RECOVERY (2001)
 CK2734
 CK2734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2734'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2734
 CK2734                          STATION RECOVERY (2001)
 CK2734
 CK2734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2734'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6385 ***********************************************************************
 CK6385  DESIGNATION -  15 130
 CK6385  PID         -  CK6385
 CK6385  STATE/COUNTY-  SC/COLLETON
 CK6385  USGS QUAD   -  COTTAGEVILLE (1980)
 CK6385
 CK6385                         *CURRENT SURVEY CONTROL
 CK6385  ___________________________________________________________________
 CK6385* NAD 83(1986)-  32 57 51.     (N)    080 25 28.     (W)     SCALED    
 CK6385* NAVD 88     -         9.723  (meters)      31.90   (feet)  ADJUSTED  
 CK6385  ___________________________________________________________________
 CK6385  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK6385  DYNAMIC HT  -           9.713 (meters)      31.87  (feet)  COMP
 CK6385  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 CK6385
 CK6385  VERT ORDER  -  FIRST     CLASS II
 CK6385
 CK6385.The horizontal coordinates were scaled from a topographic map and have
 CK6385.an estimated accuracy of +/- 6 seconds.
 CK6385
 CK6385.The orthometric height was determined by differential leveling
 CK6385.and adjusted by the National Geodetic Survey in April 1994..
 CK6385
 CK6385.The geoid height was determined by GEOID03.
 CK6385
 CK6385.The dynamic height is computed by dividing the NAVD 88
 CK6385.geopotential number by the normal gravity value computed on the
 CK6385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK6385.degrees latitude (g = 980.6199 gals.).
 CK6385
 CK6385.The modeled gravity was interpolated from observed gravity values.
 CK6385
 CK6385;                    North         East    Units  Estimated Accuracy
 CK6385;SPC SC       -   125,560.      663,400.      MT  (+/- 180 meters Scaled)
 CK6385
 CK6385                          SUPERSEDED SURVEY CONTROL
 CK6385
 CK6385.No superseded survey control is available for this station.
 CK6385
 CK6385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS537474(NAD 83)
 CK6385_MARKER: DD = SURVEY DISK
 CK6385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6385_SP_SET: CONCRETE POST
 CK6385_STAMPING: 15 130 1993
 CK6385_MARK LOGO: SCGS  
 CK6385_PROJECTION: FLUSH
 CK6385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6385+STABILITY: SURFACE MOTION
 CK6385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6385+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK6385
 CK6385  HISTORY     - Date     Condition        Report By
 CK6385  HISTORY     - 1993     MONUMENTED       SCGS
 CK6385  HISTORY     - 20020904 GOOD             SCGS
 CK6385  HISTORY     - 20050809 GOOD             SCGS
 CK6385
 CK6385                          STATION DESCRIPTION
 CK6385
 CK6385'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK6385'STATION IS LOCATED 3.8 MILES (6.1 KM) NORTHEAST OF COTTAGEVILLE.
 CK6385'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK6385'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK6385'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (MAIN STREET) AND STATE HIGHWAY
 CK6385'651 (SPRING HILL ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON
 CK6385'HIGHWAY 17 ALTERNATE FOR 5.2 MILES (8.4 KM) TO THE JUNCTION OF STATE
 CK6385'ROAD 91, TURN LEFT ON ROAD 91 FOR 2.8 MILES (4.5 KM) TO A SAND ROAD
 CK6385'RIGHT LEADING TO THE GOODHOPE LANDING AND THE STATION NEAR A POWER
 CK6385'POLE IN THE SOUTHEAST ANGLE OF THE ROAD, 0.55 MILE (0.89 KM)
 CK6385'SOUTHEAST OF THE JUNCTION OF STATE ROAD 35. STATION IS A CONCRETE POST
 CK6385'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 34.2 FEET (10.4 M)
 CK6385'EAST NORTHEAST OF THE CENTER OF ROAD 91, 32.3 FEET (9.8 M) SOUTH
 CK6385'SOUTHEAST OF THE CENTER OF THE SAND ROAD, 2.4 FEET (0.7 M) NORTH OF
 CK6385'THE POWER POLE NUMBER 388551, 2.9 FEET (0.9 M) NORTH OF A WITNESS
 CK6385'POST. DESCRIBED BY T. HALL.
 CK6385
 CK6385                          STATION RECOVERY (2002)
 CK6385
 CK6385'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK6385'STATION IS LOCATED 3.8 MILES EAST NORTHEAST OF COTTAGEVILLE, 14.6
 CK6385'MILES EAST NORTHEAST OF
 CK6385'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK6385'191, COLUMBIA, SC
 CK6385'29202, PHONE 803-737-1350.
 CK6385'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK6385'(COTTAGEVILLE
 CK6385'HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) IN COTTAGEVILLE, GO
 CK6385'EAST ON
 CK6385'HIGHWAY 17 FOR 5.2 MILES TO THE JUNCTION OF STATE ROAD 91
 CK6385'(MCDANIELTOWN ROAD), TURN
 CK6385'LEFT ON ROAD 91 FOR 2.8 MILES TO THE STATION ON THE RIGHT NEAR A POWER
 CK6385'POLE IN THE
 CK6385'SOUTHEAST ANGLE OF A SAND ROAD RIGHT (GOODHOPE LANDING LANE).
 CK6385'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROADS,
 CK6385'33.8 FEET EAST
 CK6385'NORTHEAST OF THE CENTER OF ROAD 91, 33.0 FEET SOUTH SOUTHEAST OF THE
 CK6385'CENTER OF THE
 CK6385'SAND ROAD, 2.6 FEET NORTH OF THE POWER POLE NUMBER 388551.
 CK6385'RECOVERED BY T. HALL.
 CK6385' 
 CK6385' 
 CK6385' 
 CK6385' 
 CK6385' 
 CK6385'
 CK6385
 CK6385                          STATION RECOVERY (2005)
 CK6385
 CK6385'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6385'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6386 ***********************************************************************
 CK6386  DESIGNATION -  15 131
 CK6386  PID         -  CK6386
 CK6386  STATE/COUNTY-  SC/COLLETON
 CK6386  USGS QUAD   -  COTTAGEVILLE (1980)
 CK6386
 CK6386                         *CURRENT SURVEY CONTROL
 CK6386  ___________________________________________________________________
 CK6386* NAD 83(1986)-  32 58 14.     (N)    080 25 48.     (W)     SCALED    
 CK6386* NAVD 88     -         9.732  (meters)      31.93   (feet)  ADJUSTED  
 CK6386  ___________________________________________________________________
 CK6386  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK6386  DYNAMIC HT  -           9.722 (meters)      31.90  (feet)  COMP
 CK6386  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 CK6386
 CK6386  VERT ORDER  -  FIRST     CLASS II
 CK6386
 CK6386.The horizontal coordinates were scaled from a topographic map and have
 CK6386.an estimated accuracy of +/- 6 seconds.
 CK6386
 CK6386.The orthometric height was determined by differential leveling
 CK6386.and adjusted by the National Geodetic Survey in April 1994..
 CK6386
 CK6386.The geoid height was determined by GEOID03.
 CK6386
 CK6386.The dynamic height is computed by dividing the NAVD 88
 CK6386.geopotential number by the normal gravity value computed on the
 CK6386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK6386.degrees latitude (g = 980.6199 gals.).
 CK6386
 CK6386.The modeled gravity was interpolated from observed gravity values.
 CK6386
 CK6386;                    North         East    Units  Estimated Accuracy
 CK6386;SPC SC       -   126,260.      662,880.      MT  (+/- 180 meters Scaled)
 CK6386
 CK6386                          SUPERSEDED SURVEY CONTROL
 CK6386
 CK6386.No superseded survey control is available for this station.
 CK6386
 CK6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS532481(NAD 83)
 CK6386_MARKER: DD = SURVEY DISK
 CK6386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6386_SP_SET: CONCRETE POST
 CK6386_STAMPING: 15 131 1993
 CK6386_MARK LOGO: SCGS  
 CK6386_PROJECTION: FLUSH
 CK6386_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6386+STABILITY: SURFACE MOTION
 CK6386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6386+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK6386
 CK6386  HISTORY     - Date     Condition        Report By
 CK6386  HISTORY     - 1993     MONUMENTED       SCGS
 CK6386  HISTORY     - 20050809 GOOD             SCGS
 CK6386
 CK6386                          STATION DESCRIPTION
 CK6386
 CK6386'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK6386'STATION IS LOCATED 3.75 MILES (6.03 KM) NORTHEAST OF COTTAGEVILLE.
 CK6386'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK6386'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK6386'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (MAIN STREET) AND STATE HIGHWAY
 CK6386'651 (SPRING HILL ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON
 CK6386'HIGHWAY 17 ALTERNATE FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE
 CK6386'ROAD 35, TURN LEFT ON ROAD 35 FOR 4.0 MILES (6.4 KM) TO THE JUNCTION
 CK6386'OF STATE ROAD 91 AND THE STATION NEAR TWO POWER POLES IN THE EAST
 CK6386'ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE
 CK6386'GROUND AND LEVEL WITH THE ROADS, 50.0 FEET (15.2 M) NORTHEAST OF THE
 CK6386'CENTER OF ROAD 91, 51.8 FEET (15.8 M) SOUTHEAST OF THE CENTER OF ROAD
 CK6386'35, 5.6 FEET (1.7 M) WEST OF POWER POLE NUMBER 388549 WITH FOUR GUY
 CK6386'WIRES, 6.5 FEET (2.0 M) SOUTHEAST OF POWER POLE WITH THREE GUY WIRES
 CK6386'AND A SCGS REFERENCE WASHER ATTACHED, 6.5 FEET (2.0 M) SOUTHEAST OF A
 CK6386'WITNESS POST. DESCRIBED BY T. HALL.
 CK6386
 CK6386                          STATION RECOVERY (2005)
 CK6386
 CK6386'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6386'STATION IS LOCATED 3.8 MI (6.12 KM) NORTHEAST OF COTTAGEVILLE, 14.5 MI
 CK6386'(23.34 KM) EAST NORTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK6386'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6386'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK6386'17 ALTERNATE (COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH
 CK6386'ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON HIGHWAY 17
 CK6386'ALTERNATE FOR 0.9 MI (1.45 KM) TO THE JUNCTION OF STATE ROAD 35
 CK6386'(PEIRCE ROAD), TURN LEFT ON ROAD 35 FOR 4.0 MI (6.44 KM) TO THE
 CK6386'STATION ON THE RIGHT NEAR TWO POWER POLES IN THE NORTHEAST ANGLE OF
 CK6386'THE JUNCTION OF STATE ROAD 91 (MCDANIELTOWN ROAD). STATION IS A
 CK6386'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 51.9 FT
 CK6386'(15.8 M) SOUTHEAST OF THE CENTER OF ROAD 35, 49.5 FT (25.8 M)
 CK6386'NORTHEAST OF THE CENTER OF ROAD 91, 5.4 FT (29.4 M) WEST SOUTHWEST OF
 CK6386'THE POWER POLE NUMBER 388549 WITH FOUR GUY WIRES, 6.6 FT (2.0 M) SOUTH
 CK6386'SOUTHEAST OF A POWER POLE WITH THREE GUY WIRES AND A SCGS REFERENCE
 CK6386'WASHER ATTACHED, 4.6 FT (1.4 M) WEST SOUTHWEST OF A WITNESS POST.
 CK6386'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6387 ***********************************************************************
 CK6387  DESIGNATION -  15 132
 CK6387  PID         -  CK6387
 CK6387  STATE/COUNTY-  SC/COLLETON
 CK6387  USGS QUAD   -  COTTAGEVILLE (1980)
 CK6387
 CK6387                         *CURRENT SURVEY CONTROL
 CK6387  ___________________________________________________________________
 CK6387* NAD 83(1986)-  32 58 45.     (N)    080 25 34.     (W)     SCALED    
 CK6387* NAVD 88     -         8.870  (meters)      29.10   (feet)  ADJUSTED  
 CK6387  ___________________________________________________________________
 CK6387  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK6387  DYNAMIC HT  -           8.860 (meters)      29.07  (feet)  COMP
 CK6387  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 CK6387
 CK6387  VERT ORDER  -  FIRST     CLASS II
 CK6387
 CK6387.The horizontal coordinates were scaled from a topographic map and have
 CK6387.an estimated accuracy of +/- 6 seconds.
 CK6387
 CK6387.The orthometric height was determined by differential leveling
 CK6387.and adjusted by the National Geodetic Survey in April 1994..
 CK6387
 CK6387.The geoid height was determined by GEOID03.
 CK6387
 CK6387.The dynamic height is computed by dividing the NAVD 88
 CK6387.geopotential number by the normal gravity value computed on the
 CK6387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK6387.degrees latitude (g = 980.6199 gals.).
 CK6387
 CK6387.The modeled gravity was interpolated from observed gravity values.
 CK6387
 CK6387;                    North         East    Units  Estimated Accuracy
 CK6387;SPC SC       -   127,220.      663,240.      MT  (+/- 180 meters Scaled)
 CK6387
 CK6387                          SUPERSEDED SURVEY CONTROL
 CK6387
 CK6387.No superseded survey control is available for this station.
 CK6387
 CK6387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS536491(NAD 83)
 CK6387_MARKER: DD = SURVEY DISK
 CK6387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6387_SP_SET: CONCRETE POST
 CK6387_STAMPING: 15 132 1993
 CK6387_MARK LOGO: SCGS  
 CK6387_PROJECTION: FLUSH
 CK6387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6387+STABILITY: SURFACE MOTION
 CK6387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6387+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK6387
 CK6387  HISTORY     - Date     Condition        Report By
 CK6387  HISTORY     - 1993     MONUMENTED       SCGS
 CK6387  HISTORY     - 20050809 GOOD             SCGS
 CK6387
 CK6387                          STATION DESCRIPTION
 CK6387
 CK6387'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK6387'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTHEAST OF COTTAGEVILLE.
 CK6387'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK6387'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK6387'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (MAIN STREET) AND STATE HIGHWAY
 CK6387'651 (SPRING HILL ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON
 CK6387'HIGHWAY 17 ALTERNATE FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE
 CK6387'ROAD 35, TURN LEFT ON ROAD 35 FOR 4.0 MILES (6.4 KM) TO THE JUNCTION
 CK6387'OF STATE ROAD 91, CONTINUE ON ROAD 35 FOR 0.65 MILE (1.05 KM) TO A
 CK6387'SAND ROAD RIGHT LEADING TO PRICES LANDING AND THE STATION NEAR A
 CK6387'POWER POLE IN THE NORTHEAST ANGLE OF THE ROAD. STATION IS A CONCRETE
 CK6387'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 34.0 FEET
 CK6387'(10.4 M) EAST OF THE CENTER OF ROAD 35, 28.5 FEET (8.7 M) NORTH OF
 CK6387'THE CENTER OF THE SAND ROAD, 2.0 FEET (0.6 M) NORTH OF THE POWER POLE
 CK6387'WITH A GUY WIRE, 2.9 FEET (0.9 M) NORTH OF A TELEPHONE JUNCTION BOX
 CK6387'D/10R/1, 2.2 FEET (0.7 M) NORTH NORTHEAST OF A WITNESS POST.
 CK6387'DESCRIBED BY T. HALL.
 CK6387
 CK6387                          STATION RECOVERY (2005)
 CK6387
 CK6387'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6387'STATION IS LOCATED 4.3 MI (6.92 KM) NORTHEAST OF COTTAGEVILLE, 14.9 MI
 CK6387'(23.98 KM) EAST NORTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK6387'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6387'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK6387'17 ALTERNATE (COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH
 CK6387'ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON HIGHWAY 17
 CK6387'ALTERNATE FOR 0.9 MI (1.45 KM) TO THE JUNCTION OF STATE ROAD 35
 CK6387'(PEIRCE ROAD), TURN LEFT ON ROAD 35 FOR 4.0 MI (6.44 KM) TO THE
 CK6387'JUNCTION OF STATE ROAD 91 (MCDANIELTOWN ROAD), CONTINUE ON ROAD 35 FOR
 CK6387'0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE AND A
 CK6387'TELEPHONE JUNCTION BOX IN THE NORTHEAST ANGLE OF A SAND ROAD RIGHT
 CK6387'(NATURES TRAIL). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 CK6387'LEVEL WITH THE ROADS, 34.0 FEET (10.4 M) EAST SOUTHEAST OF THE CENTER
 CK6387'OF ROAD 35, 23.0 FT (17.7 M) NORTH NORTHEAST OF THE CENTER OF THE SAND
 CK6387'ROAD, 1.9 FT (0.6 M) NORTH NORTHEAST OF THE POWER POLE WITH GUY WIRE,
 CK6387'2.7 FT (0.8 M) NORTH NORTHEAST OF THE TELEPHONE JUNCTION BOX, 2.2 FT
 CK6387'(0.7 M) NORTH NORTHEAST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6388 ***********************************************************************
 CK6388  DESIGNATION -  15 133
 CK6388  PID         -  CK6388
 CK6388  STATE/COUNTY-  SC/COLLETON
 CK6388  USGS QUAD   -  COTTAGEVILLE (1980)
 CK6388
 CK6388                         *CURRENT SURVEY CONTROL
 CK6388  ___________________________________________________________________
 CK6388* NAD 83(1986)-  32 59 26.     (N)    080 25 12.     (W)     SCALED    
 CK6388* NAVD 88     -        10.010  (meters)      32.84   (feet)  ADJUSTED  
 CK6388  ___________________________________________________________________
 CK6388  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 CK6388  DYNAMIC HT  -           9.999 (meters)      32.81  (feet)  COMP
 CK6388  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 CK6388
 CK6388  VERT ORDER  -  FIRST     CLASS II
 CK6388
 CK6388.The horizontal coordinates were scaled from a topographic map and have
 CK6388.an estimated accuracy of +/- 6 seconds.
 CK6388
 CK6388.The orthometric height was determined by differential leveling
 CK6388.and adjusted by the National Geodetic Survey in April 1994..
 CK6388
 CK6388.The geoid height was determined by GEOID03.
 CK6388
 CK6388.The dynamic height is computed by dividing the NAVD 88
 CK6388.geopotential number by the normal gravity value computed on the
 CK6388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK6388.degrees latitude (g = 980.6199 gals.).
 CK6388
 CK6388.The modeled gravity was interpolated from observed gravity values.
 CK6388
 CK6388;                    North         East    Units  Estimated Accuracy
 CK6388;SPC SC       -   128,490.      663,800.      MT  (+/- 180 meters Scaled)
 CK6388
 CK6388                          SUPERSEDED SURVEY CONTROL
 CK6388
 CK6388.No superseded survey control is available for this station.
 CK6388
 CK6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS541503(NAD 83)
 CK6388_MARKER: DD = SURVEY DISK
 CK6388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6388_SP_SET: CONCRETE POST
 CK6388_STAMPING: 15 133 1993
 CK6388_MARK LOGO: SCGS  
 CK6388_PROJECTION: FLUSH
 CK6388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6388+STABILITY: SURFACE MOTION
 CK6388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6388+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK6388
 CK6388  HISTORY     - Date     Condition        Report By
 CK6388  HISTORY     - 1993     MONUMENTED       SCGS
 CK6388  HISTORY     - 20020904 GOOD             SCGS
 CK6388  HISTORY     - 20050809 GOOD             SCGS
 CK6388
 CK6388                          STATION DESCRIPTION
 CK6388
 CK6388'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK6388'STATION IS LOCATED 5.1 MILES (8.2 KM) NORTHEAST OF COTTAGEVILLE.
 CK6388'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK6388'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK6388'JUNCTION OF STATE HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298
 CK6388'(WRIGHT ROAD) IN GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE),
 CK6388'GO WEST NORTHWEST ON HIGHWAY 61 FOR 4.2 MILES (6.8 KM) TO THE
 CK6388'JUNCTION OF STATE ROAD 35, TURN LEFT ON ROAD 35 FOR 3.5 MILES
 CK6388'(5.6 KM) TO THE A SAND ROAD LEFT LEADING TO LAKE VIEW ACRES AND THE
 CK6388'STATION ON THE RIGHT NEAR A TELEPHONE JUNCTION BOX AND A SECURITY
 CK6388'LIGHT POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 CK6388'LEVEL WITH THE ROAD, 50.0 FEET (15.2 M) NORTH NORTHEAST OF THE
 CK6388'EXTENDED CENTER OF THE SAND ROAD LEFT, 37.9 FEET (11.6 M) NORTHWEST
 CK6388'OF THE CENTER OF ROAD 35, 6.5 FEET (2.0 M) WEST OF THE TELEPHONE
 CK6388'JUNCTION BOX D/15, 5.9 FEET (1.8 M) EAST NORTHEAST OF THE SECURITY
 CK6388'LIGHT POLE, 5.9 FEET (1.8 M) WEST OF A TELEPHONE JUNCTION BOX SUPPORT
 CK6388'POST 2A/21/6, 49.3 FEET (15.0 M) EAST OF THE EAST CORNER OF AN
 CK6388'ABANDONED CONCRETE BLOCK BUILDING, 5.8 FEET (1.8 M) EAST NORTHEAST OF
 CK6388'A WITNESS POST. DESCRIBED BY T. HALL.
 CK6388
 CK6388                          STATION RECOVERY (2002)
 CK6388
 CK6388'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK6388'STATION IS LOCATED 15.1 MILES NORTHEAST OF COTTAGEVILLE, 15.5 MILES
 CK6388'EAST NORTHEAST OF
 CK6388'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK6388'191, COLUMBIA, SC
 CK6388'29202, PHONE 803-737-1350.
 CK6388'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 CK6388'STATE ROAD 298
 CK6388'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 CK6388'NORTHWEST ON
 CK6388'HIGHWAY 61 FOR 4.2 MILES TO THE JUNCTION OF STATE ROAD 35 (PEIRCE
 CK6388'ROAD), TURN LEFT ON
 CK6388'ROAD 35 FOR 3.5 MILES TO THE STATION ON THE RIGHT NEAR A TELEPHONE
 CK6388'JUNCTION BOX AND
 CK6388'ACROSS THE ROAD FROM A SAND ROAD LEFT (LAKEVIEW LANE), ENTRANCE TO
 CK6388'LAKE VIEW ACRES.
 CK6388'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 0.5 FOOT ABOVE THE
 CK6388'ROAD, 38.0 FEET
 CK6388'NORTHWEST OF THE CENTER OF THE ROAD, 6.6 FEET WEST OF A TELEPHONE
 CK6388'JUNCTION BOX
 CK6388'D/15, 6.0 FEET WEST OF A TELEPHONE JUNCTION BOX WOOD SUPPORT POST
 CK6388'2A/21/6, 6.2
 CK6388'FEET EAST NORTHEAST OF A SECURITY LIGHT POLE, 49.3 FEET EAST OF THE
 CK6388'EAST CORNER OF
 CK6388'A SMALL CONCRETE BLOCK BUILDING, 5.7 FEET EAST NORTHEAST OF A WITNESS
 CK6388'POST.
 CK6388'RECOVERED BY T. HALL.
 CK6388' 
 CK6388' 
 CK6388' 
 CK6388' 
 CK6388' 
 CK6388' 
 CK6388' 
 CK6388' 
 CK6388'
 CK6388
 CK6388                          STATION RECOVERY (2005)
 CK6388
 CK6388'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6388'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3382 ***********************************************************************
 DE3382  DESIGNATION -  15 134
 DE3382  PID         -  DE3382
 DE3382  STATE/COUNTY-  SC/COLLETON
 DE3382  USGS QUAD   -  MAPLE CANE SWAMP (1979)
 DE3382
 DE3382                         *CURRENT SURVEY CONTROL
 DE3382  ___________________________________________________________________
 DE3382* NAD 83(2001)-  33 00 25.33614(N)    080 25 19.43615(W)     ADJUSTED  
 DE3382* NAVD 88     -        10.445  (meters)      34.27   (feet)  ADJUSTED  
 DE3382  ___________________________________________________________________
 DE3382  X           -     890,852.015 (meters)                     COMP
 DE3382  Y           -  -5,279,397.393 (meters)                     COMP
 DE3382  Z           -   3,454,601.485 (meters)                     COMP
 DE3382  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 DE3382  ELLIP HEIGHT-         -21.54  (meters)          (10/16/03) GPS OBS
 DE3382  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DE3382  DYNAMIC HT  -          10.433 (meters)      34.23  (feet)  COMP
 DE3382  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DE3382
 DE3382  HORZ ORDER  -  FIRST
 DE3382  VERT ORDER  -  FIRST     CLASS II
 DE3382  ELLP ORDER  -  FOURTH    CLASS II
 DE3382
 DE3382.The horizontal coordinates were established by GPS observations
 DE3382.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DE3382
 DE3382.The orthometric height was determined by differential leveling
 DE3382.and adjusted by the National Geodetic Survey in April 1994..
 DE3382
 DE3382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3382
 DE3382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3382
 DE3382.The ellipsoidal height was determined by GPS observations
 DE3382.and is referenced to NAD 83.
 DE3382
 DE3382.The geoid height was determined by GEOID03.
 DE3382
 DE3382.The dynamic height is computed by dividing the NAVD 88
 DE3382.geopotential number by the normal gravity value computed on the
 DE3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3382.degrees latitude (g = 980.6199 gals.).
 DE3382
 DE3382.The modeled gravity was interpolated from observed gravity values.
 DE3382
 DE3382;                    North         East     Units Scale Factor Converg.
 DE3382;SPC SC       -   130,314.025   663,597.696   MT  0.99985998   +0 19 13.5
 DE3382;SPC SC       -   427,539.45  2,177,157.80   iFT  0.99985998   +0 19 13.5
 DE3382;UTM  17      - 3,652,215.475   553,984.312   MT  0.99963593   +0 18 53.4
 DE3382
 DE3382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3382!SPC SC       -   1.00000338  x   0.99985998  =   0.99986336
 DE3382!UTM  17      -   1.00000338  x   0.99963593  =   0.99963931
 DE3382
 DE3382                          SUPERSEDED SURVEY CONTROL
 DE3382
 DE3382  NAD 83(1986)-  33 00 25.34617(N)    080 25 19.43901(W) AD(       ) 1
 DE3382  NAVD 88 (10/16/03)   10.45   (m)           34.3    (f) LEVELING    3  
 DE3382
 DE3382.Superseded values are not recommended for survey control.
 DE3382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3382.See file dsdata.txt to determine how the superseded data were derived.
 DE3382
 DE3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5398452215(NAD 83)
 DE3382_MARKER: DD = SURVEY DISK
 DE3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3382_SP_SET: CONCRETE POST
 DE3382_STAMPING: 15 134 1993
 DE3382_MARK LOGO: SCGS  
 DE3382_PROJECTION: FLUSH
 DE3382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3382+STABILITY: SURFACE MOTION
 DE3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3382+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DE3382
 DE3382  HISTORY     - Date     Condition        Report By
 DE3382  HISTORY     - 1993     MONUMENTED       SCGS
 DE3382  HISTORY     - 20020904 GOOD             SCGS
 DE3382  HISTORY     - 20050809 GOOD             SCGS
 DE3382
 DE3382                          STATION DESCRIPTION
 DE3382
 DE3382'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3382'STATION IS LOCATED 5.9 MILES (9.5 KM) NORTHEAST OF COTTAGEVILLE.
 DE3382'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3382'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE3382'JUNCTION OF STATE HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298
 DE3382'(WRIGHT ROAD) IN GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE),
 DE3382'GO WEST NORTHWEST ON HIGHWAY 61 FOR 4.2 MILES (6.8 KM) TO THE
 DE3382'JUNCTION OF STATE ROAD 35, TURN LEFT ON ROAD 35 FOR 2.3 MILES
 DE3382'(3.7 KM) TO A DRIVEWAY RIGHT AND THE STATION BETWEEN THE TWO NORTHERN
 DE3382'MOST LARGE WOODEN HIGH TENSION POWER LINE POLES IN THE SOUTHWEST
 DE3382'ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 DE3382'GROUND AND LEVEL WITH THE ROAD, 62.0 FEET (18.9 M) WEST OF THE CENTER
 DE3382'OF THE ROAD, 31.6 FEET (9.6 M) SOUTH OF THE CENTER OF THE DRIVEWAY,
 DE3382'10.5 FEET (3.2 M) SOUTH SOUTHWEST OF THE NORTHERN MOST POWER POLE
 DE3382'WITH A GUY WIRE, 8.7 FEET (2.7 M) NORTH NORTHEAST OF A POWER POLE
 DE3382'WITH A SCGS REFERENCE WASHER ATTACHED, 308.8 FEET (94.1 M) NORTHEAST
 DE3382'OF THE NORTHEAST CORNER OF THE BRICK FOUNDATION OF THE FRONT PORCH OF
 DE3382'A WOODEN HOUSE, 10.8 FEET (3.3 M) SOUTH SOUTHWEST OF A WITNESS POST.
 DE3382'DESCRIBED BY T. HALL.
 DE3382
 DE3382                          STATION RECOVERY (2002)
 DE3382
 DE3382'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE3382'STATION IS LOCATED 5.95 MILES NORTHEAST OF COTTAGEVILLE, 15.9 MILES
 DE3382'EAST NORTHEAST OF
 DE3382'WALTERBORO. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE3382'191, COLUMBIA, SC
 DE3382'29202, PHONE 803-737-1350.
 DE3382'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE3382'STATE ROAD 298
 DE3382'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE3382'NORTHWEST ON
 DE3382'HIGHWAY 61 FOR 4.2 MILES TO THE JUNCTION OF STATE ROAD 35 (PEIRCE
 DE3382'ROAD), TURN LEFT ON
 DE3382'ROAD 35 FOR 2.3 MILES TO THE STATION ON THE RIGHT BETWEEN TWO WOODEN
 DE3382'POWER POLES IN
 DE3382'THE SOUTHWEST ANGLE OF A SAND ROAD RIGHT (ROYAL OAK LANE).,
 DE3382'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3382'ROADS, 62.0 FEET
 DE3382'WEST OF THE CENTER OF THE ROAD, 8.7 FEET NORTH NORTHEAST OF A POWER
 DE3382'POLE WITH A
 DE3382'SCGS REFERENCE WASHER ATTACHED, 31.1 FEET SOUTH OF THE CENTER OF THE
 DE3382'SAND ROAD, 10.9
 DE3382'FEET SOUTH SOUTHWEST OF A WITNESS POST.
 DE3382'RECOVERED BY T. HALL.
 DE3382' 
 DE3382' 
 DE3382' 
 DE3382' 
 DE3382' 
 DE3382'
 DE3382
 DE3382                          STATION RECOVERY (2005)
 DE3382
 DE3382'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DE3382'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3383 ***********************************************************************
 DE3383  DESIGNATION -  15 135
 DE3383  PID         -  DE3383
 DE3383  STATE/COUNTY-  SC/COLLETON
 DE3383  USGS QUAD   -  MAPLE CANE SWAMP (1979)
 DE3383
 DE3383                         *CURRENT SURVEY CONTROL
 DE3383  ___________________________________________________________________
 DE3383* NAD 83(1986)-  33 01 12.     (N)    080 24 38.     (W)     SCALED    
 DE3383* NAVD 88     -        10.224  (meters)      33.54   (feet)  ADJUSTED  
 DE3383  ___________________________________________________________________
 DE3383  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DE3383  DYNAMIC HT  -          10.213 (meters)      33.51  (feet)  COMP
 DE3383  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 DE3383
 DE3383  VERT ORDER  -  FIRST     CLASS II
 DE3383
 DE3383.The horizontal coordinates were scaled from a topographic map and have
 DE3383.an estimated accuracy of +/- 6 seconds.
 DE3383
 DE3383.The orthometric height was determined by differential leveling
 DE3383.and adjusted by the National Geodetic Survey in April 1994..
 DE3383
 DE3383.The geoid height was determined by GEOID03.
 DE3383
 DE3383.The dynamic height is computed by dividing the NAVD 88
 DE3383.geopotential number by the normal gravity value computed on the
 DE3383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3383.degrees latitude (g = 980.6199 gals.).
 DE3383
 DE3383.The modeled gravity was interpolated from observed gravity values.
 DE3383
 DE3383;                    North         East    Units  Estimated Accuracy
 DE3383;SPC SC       -   131,760.      664,670.      MT  (+/- 180 meters Scaled)
 DE3383
 DE3383                          SUPERSEDED SURVEY CONTROL
 DE3383
 DE3383.No superseded survey control is available for this station.
 DE3383
 DE3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS550536(NAD 83)
 DE3383_MARKER: DD = SURVEY DISK
 DE3383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3383_SP_SET: CONCRETE POST
 DE3383_STAMPING: 15 135 1993
 DE3383_MARK LOGO: SCGS  
 DE3383_PROJECTION: FLUSH
 DE3383_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3383+STABILITY: SURFACE MOTION
 DE3383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3383+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DE3383
 DE3383  HISTORY     - Date     Condition        Report By
 DE3383  HISTORY     - 1993     MONUMENTED       SCGS
 DE3383  HISTORY     - 20020904 GOOD             SCGS
 DE3383  HISTORY     - 20050809 GOOD             SCGS
 DE3383
 DE3383                          STATION DESCRIPTION
 DE3383
 DE3383'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3383'STATION IS LOCATED 7.0 MILES (11.3 KM) NORTHEAST OF COTTAGEVILLE.
 DE3383'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3383'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE3383'JUNCTION OF STATE HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298
 DE3383'(WRIGHT ROAD) IN GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE),
 DE3383'GO WEST NORTHWEST ON HIGHWAY 61 FOR 4.2 MILES (6.8 KM) TO THE
 DE3383'JUNCTION OF STATE ROAD 35, TURN LEFT ON ROAD 35 FOR 1.15 MILES
 DE3383'(1.85 KM) TO A DRIVEWAY LEFT AND A METAL GATE LEADING TO A TREE FARM
 DE3383'AND THE STATION NEAR A WOODEN GATE POST IN THE SOUTHEAST ANGLE OF THE
 DE3383'DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 DE3383'WITH THE ROAD, 29.6 FEET (9.0 M) EAST SOUTHEAST OF THE CENTER OF THE
 DE3383'ROAD, 9.0 FEET (2.7 M) SOUTH SOUTHWEST OF THE CENTER OF THE DRIVEWAY,
 DE3383'3.1 FEET (0.9 M) WEST OF THE WOODEN GATE POST WITH A SCGS REFERENCE
 DE3383'WASHER ATTACHED, 120.6 FEET (36.8 M) NORTHEAST OF THE NORTHEAST END
 DE3383'OF A SMALL CONCRETE BRIDGE OVER A CREEK, 1.6 FEET (0.5 M) NORTHWEST
 DE3383'OF A WITNESS POST. DESCRIBED BY T. HALL.
 DE3383
 DE3383                          STATION RECOVERY (2002)
 DE3383
 DE3383'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE3383'STATION IS LOCATED 7.05 MILES NORTHEAST OF COTTAGEVILLE, 16.9 MILES
 DE3383'EAST NORTHEAST OF
 DE3383'WALTERBORO. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE3383'191, COLUMBIA, SC
 DE3383'29202, PHONE 803-737-1350.
 DE3383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE3383'STATE ROAD 298
 DE3383'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE3383'NORTHWEST ON
 DE3383'HIGHWAY 61 FOR 4.2 MILES TO THE JUNCTION OF STATE ROAD 35 (PEIRCE
 DE3383'ROAD), TURN LEFT ON
 DE3383'ROAD 35 FOR 1.15 MILES TO THE STATION ON THE LEFT NEAR A WOODEN GATE
 DE3383'POST IN THE
 DE3383'SOUTH ANGLE OF A DRIVEWAY LEADING THROUGH A LOCKED GATE TO A HUNT
 DE3383'CLUB.
 DE3383'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3383'ROAD, 29.5 FEET
 DE3383'SOUTHEAST OF THE CENTER OF THE ROAD, 10.2 FEET EAST SOUTHEAST OF THE
 DE3383'SOUTHWEST END
 DE3383'OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 2.3 FEET
 DE3383'WEST SOUTHWEST OF
 DE3383'THE WOODEN GATE POST, 1.6 FEET NORTH NORTHWEST OF A WITNESS POST.
 DE3383'RECOVERED BY T. HALL.
 DE3383' 
 DE3383' 
 DE3383' 
 DE3383' 
 DE3383' 
 DE3383' 
 DE3383'
 DE3383
 DE3383                          STATION RECOVERY (2005)
 DE3383
 DE3383'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DE3383'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3384 ***********************************************************************
 DE3384  DESIGNATION -  15 136
 DE3384  PID         -  DE3384
 DE3384  STATE/COUNTY-  SC/COLLETON
 DE3384  USGS QUAD   -  MAPLE CANE SWAMP (1979)
 DE3384
 DE3384                         *CURRENT SURVEY CONTROL
 DE3384  ___________________________________________________________________
 DE3384* NAD 83(2001)-  33 01 40.31421(N)    080 24 17.18870(W)     ADJUSTED  
 DE3384* NAVD 88     -        10.559  (meters)      34.64   (feet)  ADJUSTED  
 DE3384  ___________________________________________________________________
 DE3384  X           -     892,235.431 (meters)                     COMP
 DE3384  Y           -  -5,277,887.375 (meters)                     COMP
 DE3384  Z           -   3,456,538.340 (meters)                     COMP
 DE3384  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DE3384  ELLIP HEIGHT-         -21.45  (meters)          (10/16/03) GPS OBS
 DE3384  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DE3384  DYNAMIC HT  -          10.548 (meters)      34.61  (feet)  COMP
 DE3384  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DE3384
 DE3384  HORZ ORDER  -  FIRST
 DE3384  VERT ORDER  -  FIRST     CLASS II
 DE3384  ELLP ORDER  -  FOURTH    CLASS II
 DE3384
 DE3384.The horizontal coordinates were established by GPS observations
 DE3384.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DE3384
 DE3384.The orthometric height was determined by differential leveling
 DE3384.and adjusted by the National Geodetic Survey in April 1994..
 DE3384
 DE3384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3384
 DE3384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3384
 DE3384.The ellipsoidal height was determined by GPS observations
 DE3384.and is referenced to NAD 83.
 DE3384
 DE3384.The geoid height was determined by GEOID03.
 DE3384
 DE3384.The dynamic height is computed by dividing the NAVD 88
 DE3384.geopotential number by the normal gravity value computed on the
 DE3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3384.degrees latitude (g = 980.6199 gals.).
 DE3384
 DE3384.The modeled gravity was interpolated from observed gravity values.
 DE3384
 DE3384;                    North         East     Units Scale Factor Converg.
 DE3384;SPC SC       -   132,632.668   665,199.910   MT  0.99985588   +0 19 48.0
 DE3384;SPC SC       -   435,146.55  2,182,414.40   iFT  0.99985588   +0 19 48.0
 DE3384;UTM  17      - 3,654,533.451   555,586.397   MT  0.99963810   +0 19 28.0
 DE3384
 DE3384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3384!SPC SC       -   1.00000337  x   0.99985588  =   0.99985925
 DE3384!UTM  17      -   1.00000337  x   0.99963810  =   0.99964147
 DE3384
 DE3384                          SUPERSEDED SURVEY CONTROL
 DE3384
 DE3384  NAD 83(1986)-  33 01 40.32440(N)    080 24 17.19136(W) AD(       ) 1
 DE3384  NAVD 88 (10/16/03)   10.56   (m)           34.6    (f) LEVELING    3  
 DE3384
 DE3384.Superseded values are not recommended for survey control.
 DE3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3384.See file dsdata.txt to determine how the superseded data were derived.
 DE3384
 DE3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5558654533(NAD 83)
 DE3384_MARKER: DD = SURVEY DISK
 DE3384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3384_SP_SET: CONCRETE POST
 DE3384_STAMPING: 15 136 1993
 DE3384_MARK LOGO: SCGS  
 DE3384_PROJECTION: FLUSH
 DE3384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3384+STABILITY: SURFACE MOTION
 DE3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3384+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DE3384
 DE3384  HISTORY     - Date     Condition        Report By
 DE3384  HISTORY     - 1993     MONUMENTED       SCGS
 DE3384  HISTORY     - 20020904 GOOD             SCGS
 DE3384  HISTORY     - 20050809 GOOD             SCGS
 DE3384
 DE3384                          STATION DESCRIPTION
 DE3384
 DE3384'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3384'STATION IS LOCATED 7.65 MILES (12.31 KM) NORTHEAST OF COTTAGEVILLE.
 DE3384'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3384'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DE3384'JUNCTION OF STATE HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298
 DE3384'(WRIGHT ROAD) IN GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE),
 DE3384'GO WEST NORTHWEST ON HIGHWAY 61 FOR 4.2 MILES (6.8 KM) TO THE
 DE3384'JUNCTION OF STATE ROAD 35, TURN LEFT ON ROAD 35 FOR 0.5 MILE
 DE3384'(0.8 KM) TO A DRIVEWAY LEFT LEADING TO A HOME NUMBER 468 AND THE
 DE3384'STATION NEAR A POWER POLE IN THE SOUTH ANGLE OF THE DRIVEWAY. STATION
 DE3384'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD,
 DE3384'35.0 FEET (10.7 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 74.7
 DE3384'FEET (22.8 M) SOUTH SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 5.9 FEET
 DE3384'(1.8 M) NORTH NORTHEAST OF THE POWER POLE WITH THREE GUY WIRES, 69.4
 DE3384'FEET (21.2 M) SOUTHEAST OF A TELEPHONE JUNCTION BOX D/47, 21.5 FEET
 DE3384'(6.6 M) NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 DE3384
 DE3384                          STATION RECOVERY (2002)
 DE3384
 DE3384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE3384'STATION IS LOCATED 7.7 MILES  NORTHEAST OF COTTAGEVILLE, 17.45 MILES
 DE3384'EAST NORTHEAST OF
 DE3384'WALTERBORO. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE3384'191, COLUMBIA, SC
 DE3384'29202, PHONE 803-737-1350.
 DE3384'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE3384'STATE ROAD 298
 DE3384'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE3384'NORTHWEST ON
 DE3384'HIGHWAY 61 FOR 4.2 MILES TO THE JUNCTION OF STATE ROAD 35 (PEIRCE
 DE3384'ROAD), TURN LEFT ON
 DE3384'ROAD 35 FOR 0.5 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE IN
 DE3384'THE SOUTH ANGLE
 DE3384'OF A GRASSY DRIVEWAY LEADING TO A HOUSE NUMBER 8546.
 DE3384'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 DE3384'THE ROAD, 34.5
 DE3384'FEET EAST SOUTHEAST OF THE CENTER OF THE ROAD, 74.8 FEET SOUTH
 DE3384'SOUTHWEST OF THE
 DE3384'CENTER OF THE DRIVEWAY, 5.9 FEET NORTH NORTHEAST OF THE POWER POLE
 DE3384'WITH THREE
 DE3384'GUY WIRES, 21.3 FEET NORTHWEST OF A WITNESS POST.
 DE3384'RECOVERED BY T. HALL.
 DE3384' 
 DE3384' 
 DE3384' 
 DE3384' 
 DE3384' 
 DE3384'
 DE3384
 DE3384                          STATION RECOVERY (2005)
 DE3384
 DE3384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DE3384'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3385 ***********************************************************************
 DE3385  DESIGNATION -  15 137
 DE3385  PID         -  DE3385
 DE3385  STATE/COUNTY-  SC/COLLETON
 DE3385  USGS QUAD   -  MAPLE CANE SWAMP (1979)
 DE3385
 DE3385                         *CURRENT SURVEY CONTROL
 DE3385  ___________________________________________________________________
 DE3385* NAD 83(1986)-  33 02 05.     (N)    080 24 08.     (W)     SCALED    
 DE3385* NAVD 88     -        10.177  (meters)      33.39   (feet)  ADJUSTED  
 DE3385  ___________________________________________________________________
 DE3385  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DE3385  DYNAMIC HT  -          10.166 (meters)      33.35  (feet)  COMP
 DE3385  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 DE3385
 DE3385  VERT ORDER  -  FIRST     CLASS II
 DE3385
 DE3385.The horizontal coordinates were scaled from a topographic map and have
 DE3385.an estimated accuracy of +/- 6 seconds.
 DE3385
 DE3385.The orthometric height was determined by differential leveling
 DE3385.and adjusted by the National Geodetic Survey in April 1994..
 DE3385
 DE3385.The geoid height was determined by GEOID03.
 DE3385
 DE3385.The dynamic height is computed by dividing the NAVD 88
 DE3385.geopotential number by the normal gravity value computed on the
 DE3385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3385.degrees latitude (g = 980.6199 gals.).
 DE3385
 DE3385.The modeled gravity was interpolated from observed gravity values.
 DE3385
 DE3385;                    North         East    Units  Estimated Accuracy
 DE3385;SPC SC       -   133,390.      665,430.      MT  (+/- 180 meters Scaled)
 DE3385
 DE3385                          SUPERSEDED SURVEY CONTROL
 DE3385
 DE3385.No superseded survey control is available for this station.
 DE3385
 DE3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS558552(NAD 83)
 DE3385_MARKER: DD = SURVEY DISK
 DE3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3385_SP_SET: CONCRETE POST
 DE3385_STAMPING: 15 137 1993
 DE3385_MARK LOGO: SCGS  
 DE3385_PROJECTION: RECESSED 3 CENTIMETERS
 DE3385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3385+STABILITY: SURFACE MOTION
 DE3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3385+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DE3385
 DE3385  HISTORY     - Date     Condition        Report By
 DE3385  HISTORY     - 1993     MONUMENTED       SCGS
 DE3385  HISTORY     - 20050809 GOOD             SCGS
 DE3385
 DE3385                          STATION DESCRIPTION
 DE3385
 DE3385'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3385'STATION IS LOCATED 6.6 MILES (10.6 KM) SOUTHWEST OF RIDGEVILLE, 8.1
 DE3385'MILES (13.0 KM) NORTHEAST OF COTTAGEVILLE. OWNERSHIP--SCDOT, DIRECTOR
 DE3385'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3385'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3385'HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298 (WRIGHT ROAD) IN
 DE3385'GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE), GO WEST NORTHWEST
 DE3385'ON HIGHWAY 61 FOR 4.2 MILES (6.8 KM) TO THE JUNCTION OF STATE ROAD 35
 DE3385'AND THE STATION NEAR A TELEPHONE JUNCTION BOX IN THE SOUTHWEST ANGLE
 DE3385'OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DE3385'5.0 FEET (1.5 M) BELOW THE HIGHWAY, 31.5 FEET (9.6 M) WEST NORTHWEST
 DE3385'OF THE CENTER OF THE ROAD, 99.5 FEET (30.3 M) SOUTHWEST OF THE CENTER
 DE3385'OF THE HIGHWAY, 3.0 FEET (0.9 M) WEST SOUTHWEST OF THE TELEPHONE
 DE3385'JUNCTION BOX D/44, 2.6 FEET (0.8 M) WEST SOUTHWEST OF A WOODEN
 DE3385'TELEPHONE JUNCTION BOX SUPPORT POST WITH A SCGS REFERENCE WASHER
 DE3385'ATTACHED, 1.0 FOOT (0.3 M) EAST SOUTHEAST OF A WITNESS POST.
 DE3385'DESCRIBED BY T. HALL.
 DE3385
 DE3385                          STATION RECOVERY (2005)
 DE3385
 DE3385'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DE3385'STATION IS LOCATED 6.6 MI (10.62 KM) SOUTHWEST OF RIDGEVILLE, 17.8 MI
 DE3385'(28.65 KM) EAST NORTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 DE3385'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3385'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3385'HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298 (WRIGHT ROAD) IN
 DE3385'GIVHANS, 5.9 MI (9.5 KM) SOUTH SOUTHWEST OF RIDGEVILLE, GO WEST
 DE3385'NORTHWEST ON HIGHWAY 61 FOR 4.2 MILES (6.8 KM) TO THE STATION ON THE
 DE3385'LEFT NEAR A TELEPHONE JUNCTION BOX IN THE WEST ANGLE OF THE JUNCTION
 DE3385'OF STATE ROAD 35 (PEIRCE ROAD). STATION IS A CONCRETE POST RECESSED
 DE3385'0.1 FT (0.0 M) AND 5.0 FT (1.5 M) BELOW THE HIGHWAY, 32.2 FT (9.8 M)
 DE3385'WEST NORTHWEST OF THE CENTER OF THE ROAD, 2.6 FT (0.8 M) WEST OF A
 DE3385'WOODEN TELEPHONE JUNCTION BOX SUPPORT POST WITH A SCGS REFERENCE
 DE3385'WASHER ATTACHED, 2.8 FT (0.9 M) WEST OF THE TELEPHONE JUNCTION BOX
 DE3385'D/44, 100.5 FT (30.6 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 1.0 FT
 DE3385'(0.3 M) SOUTHEAST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1908 ***********************************************************************
 AB1908  DESIGNATION -  15 138
 AB1908  PID         -  AB1908
 AB1908  STATE/COUNTY-  SC/COLLETON
 AB1908  USGS QUAD   -  WALTERBORO (1988)
 AB1908
 AB1908                         *CURRENT SURVEY CONTROL
 AB1908  ___________________________________________________________________
 AB1908* NAD 83(1986)-  32 52 46.     (N)    080 43 48.     (W)     SCALED    
 AB1908* NAVD 88     -        31.190  (meters)     102.33   (feet)  ADJUSTED  
 AB1908  ___________________________________________________________________
 AB1908  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 AB1908  DYNAMIC HT  -          31.156 (meters)     102.22  (feet)  COMP
 AB1908  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 AB1908
 AB1908  VERT ORDER  -  FIRST     CLASS II
 AB1908
 AB1908.The horizontal coordinates were scaled from a topographic map and have
 AB1908.an estimated accuracy of +/- 6 seconds.
 AB1908
 AB1908.The orthometric height was determined by differential leveling
 AB1908.and adjusted by the National Geodetic Survey in September 1998..
 AB1908
 AB1908.The geoid height was determined by GEOID03.
 AB1908
 AB1908.The dynamic height is computed by dividing the NAVD 88
 AB1908.geopotential number by the normal gravity value computed on the
 AB1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1908.degrees latitude (g = 980.6199 gals.).
 AB1908
 AB1908.The modeled gravity was interpolated from observed gravity values.
 AB1908
 AB1908;                    North         East    Units  Estimated Accuracy
 AB1908;SPC SC       -   116,050.      634,860.      MT  (+/- 180 meters Scaled)
 AB1908
 AB1908                          SUPERSEDED SURVEY CONTROL
 AB1908
 AB1908.No superseded survey control is available for this station.
 AB1908
 AB1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS252379(NAD 83)
 AB1908_MARKER: DD = SURVEY DISK
 AB1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1908_STAMPING: 15 138 1995
 AB1908_MARK LOGO: SCGS  
 AB1908_PROJECTION: FLUSH
 AB1908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1908+STABILITY: SURFACE MOTION
 AB1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1908+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 AB1908
 AB1908  HISTORY     - Date     Condition        Report By
 AB1908  HISTORY     - 1995     MONUMENTED       SCGS
 AB1908  HISTORY     - 20050803 GOOD             SCGS
 AB1908
 AB1908                          STATION DESCRIPTION
 AB1908
 AB1908'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1908'STATION IS LOCATED 3.9 MILES (6.3 KM) SOUTHWEST OF WALTERBORO.
 AB1908'OWNERSHIP--BARBARA HEATH, ROUTE 4, BOX 882, WALTERBORO, SC 29488.  TO
 AB1908'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 AND
 AB1908'STATE HIGHWAY 63 (EXIT 53) , 3.2 MILES (5.1 KM) SOUTHWEST OF
 AB1908'WALTERBORO, GO WEST ON HIGHWAY 63 FOR 0.4 MILE (0.6 KM) TO THE
 AB1908'JUNCTION OF STATE ROAD 193, CONTINUE ON HIGHWAY 63 FOR 0.4 MILE (0.6
 AB1908'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE SIDE YARD OF
 AB1908'A LARGE TWO-STORY VINYL AND WOOD HOUSE.  STATION IS A CONCRETE POST
 AB1908'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 4.8
 AB1908'FEET (1.5 M) EAST OF THE POWER POLE WITH A GUY WIRE AND A TRANSFORMER,
 AB1908'43.2 FEET (13.2 M) EAST OF THE SOUTHEAST CORNER OF A BRICK CHIMNEY ON
 AB1908'THE EAST SIDE OF THE HOUSE, 171.6 FEET (52.3 M) NORTH OF THE CENTER OF
 AB1908'THE HIGHWAY, 4.1 FEET (1.2 M) EAST OF THE WIRE FENCE LINE, 45.7 FEET
 AB1908'(13.9 M) SOUTH OF A SECURITY LIGHT POLE. RECOVERED BY R.W.  ROBERTS.
 AB1908
 AB1908                          STATION RECOVERY (2005)
 AB1908
 AB1908'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1908'STATION IS LOCATED 4.1 MI (6.6 KM) WEST SOUTHWEST OF WALTERBORO.
 AB1908'OWNERSHIP--UNKNOWN, 2424 SNIDERS HIGHWAY, WALTERBORO, SC 29488. TO
 AB1908'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 (EXIT
 AB1908'53) AND STATE HIGHWAY 63 (SNIDERS HIGHWAY), 3.3 MI (5.31 KM) WEST
 AB1908'SOUTHWEST OF WALTERBORO, GO WEST NORTHWEST ON HIGHWAY 64 FOR 0.8 MI
 AB1908'(1.29 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE INSIDE A
 AB1908'LOCKED CHAIN LINK FENCED YARD ON THE EAST SIDE OF AN OLD WOODEN TWO
 AB1908'STORY HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1908'LEVEL WITH THE HIGHWAY, 2.9 FT (0.9 M) EAST OF THE POWER POLE WITH A
 AB1908'TRANSFORMER AND GUY WIRE, 12.7 FT (3.9 M) SOUTH OF THE SOUTHWEST
 AB1908'CORNER OF A WOODEN GARAGE, 43.8 FT (13.4 M) EAST OF THE NORTHEAST
 AB1908'CORNER OF THE BRICK FIREPLACE CHIMNEY OF THE HOUSE, 171.5 FT (52.3 M)
 AB1908'NORTH OF THE CENTER OF THE HIGHWAY. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1909 ***********************************************************************
 AB1909  DESIGNATION -  15 139
 AB1909  PID         -  AB1909
 AB1909  STATE/COUNTY-  SC/COLLETON
 AB1909  USGS QUAD   -  BLACK CREEK (1988)
 AB1909
 AB1909                         *CURRENT SURVEY CONTROL
 AB1909  ___________________________________________________________________
 AB1909* NAD 83(1986)-  32 52 29.     (N)    080 46 05.     (W)     SCALED    
 AB1909* NAVD 88     -        20.890  (meters)      68.54   (feet)  ADJUSTED  
 AB1909  ___________________________________________________________________
 AB1909  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 AB1909  DYNAMIC HT  -          20.867 (meters)      68.46  (feet)  COMP
 AB1909  MODELED GRAV-     979,552.0   (mgal)                       NAVD 88
 AB1909
 AB1909  VERT ORDER  -  FIRST     CLASS II
 AB1909
 AB1909.The horizontal coordinates were scaled from a topographic map and have
 AB1909.an estimated accuracy of +/- 6 seconds.
 AB1909
 AB1909.The orthometric height was determined by differential leveling
 AB1909.and adjusted by the National Geodetic Survey in September 1998..
 AB1909
 AB1909.The geoid height was determined by GEOID03.
 AB1909
 AB1909.The dynamic height is computed by dividing the NAVD 88
 AB1909.geopotential number by the normal gravity value computed on the
 AB1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1909.degrees latitude (g = 980.6199 gals.).
 AB1909
 AB1909.The modeled gravity was interpolated from observed gravity values.
 AB1909
 AB1909;                    North         East    Units  Estimated Accuracy
 AB1909;SPC SC       -   115,520.      631,300.      MT  (+/- 180 meters Scaled)
 AB1909
 AB1909                          SUPERSEDED SURVEY CONTROL
 AB1909
 AB1909.No superseded survey control is available for this station.
 AB1909
 AB1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS216374(NAD 83)
 AB1909_MARKER: DD = SURVEY DISK
 AB1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1909_STAMPING: 15 139 1995
 AB1909_MARK LOGO: SCGS  
 AB1909_PROJECTION: FLUSH
 AB1909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1909+STABILITY: SURFACE MOTION
 AB1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1909+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 AB1909
 AB1909  HISTORY     - Date     Condition        Report By
 AB1909  HISTORY     - 1995     MONUMENTED       SCGS
 AB1909  HISTORY     - 20050803 GOOD             SCGS
 AB1909
 AB1909                          STATION DESCRIPTION
 AB1909
 AB1909'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1909'STATION IS LOCATED 6.1 MILES (9.8 KM) SOUTHWEST OF WALTERBORO.
 AB1909'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1909'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1909'JUNCTION OVERPASS OF INTERSTATE 95 AND STATE HIGHWAY 63 (EXIT 53) ,
 AB1909'3.2 MILES (5.1 KM) SOUTHWEST OF WALTERBORO, GO WEST ON HIGHWAY 63 FOR
 AB1909'2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 86, CONTINUE ON
 AB1909'HIGHWAY 63 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1909'SECURITY LIGHT POLE IN THE FRONT YARD OF A WOOD-SIDED HOUSE. STATION
 AB1909'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 63,
 AB1909'42.4 FEET (12.9 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 10.9
 AB1909'FEET (3.3 M) EAST OF THE SECURITY LIGHT POLE, 29.5 FEET (9.0 M)
 AB1909'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRONT PORCH OF THE HOUSE,
 AB1909'58.5 FEET (17.8 M) NORTHWEST OF THE WEST END OF A 1.2-FOOT CONCRETE
 AB1909'PIPE CULVERT BENEATH THE DIRT DRIVEWAY TO A MOBILE HOME. DESCRIBED BY
 AB1909'R.W.  ROBERTS.
 AB1909
 AB1909                          STATION RECOVERY (2005)
 AB1909
 AB1909'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1910 ***********************************************************************
 AB1910  DESIGNATION -  15 140
 AB1910  PID         -  AB1910
 AB1910  STATE/COUNTY-  SC/COLLETON
 AB1910  USGS QUAD   -  SNIDERS CROSSROADS (1988)
 AB1910
 AB1910                         *CURRENT SURVEY CONTROL
 AB1910  ___________________________________________________________________
 AB1910* NAD 83(1986)-  32 53 05.     (N)    080 48 02.     (W)     SCALED    
 AB1910* NAVD 88     -        23.433  (meters)      76.88   (feet)  ADJUSTED  
 AB1910  ___________________________________________________________________
 AB1910  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AB1910  DYNAMIC HT  -          23.407 (meters)      76.79  (feet)  COMP
 AB1910  MODELED GRAV-     979,550.9   (mgal)                       NAVD 88
 AB1910
 AB1910  VERT ORDER  -  FIRST     CLASS II
 AB1910
 AB1910.The horizontal coordinates were scaled from a topographic map and have
 AB1910.an estimated accuracy of +/- 6 seconds.
 AB1910
 AB1910.The orthometric height was determined by differential leveling
 AB1910.and adjusted by the National Geodetic Survey in September 1998..
 AB1910
 AB1910.The geoid height was determined by GEOID03.
 AB1910
 AB1910.The dynamic height is computed by dividing the NAVD 88
 AB1910.geopotential number by the normal gravity value computed on the
 AB1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1910.degrees latitude (g = 980.6199 gals.).
 AB1910
 AB1910.The modeled gravity was interpolated from observed gravity values.
 AB1910
 AB1910;                    North         East    Units  Estimated Accuracy
 AB1910;SPC SC       -   116,620.      628,260.      MT  (+/- 180 meters Scaled)
 AB1910
 AB1910                          SUPERSEDED SURVEY CONTROL
 AB1910
 AB1910.No superseded survey control is available for this station.
 AB1910
 AB1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS186385(NAD 83)
 AB1910_MARKER: DD = SURVEY DISK
 AB1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1910_STAMPING: 15 140 1995
 AB1910_MARK LOGO: SCGS  
 AB1910_PROJECTION: RECESSED 10 CENTIMETERS
 AB1910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1910+STABILITY: SURFACE MOTION
 AB1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1910+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 AB1910
 AB1910  HISTORY     - Date     Condition        Report By
 AB1910  HISTORY     - 1995     MONUMENTED       SCGS
 AB1910  HISTORY     - 20050803 GOOD             SCGS
 AB1910
 AB1910                          STATION DESCRIPTION
 AB1910
 AB1910'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1910'STATION IS LOCATED 7.8 MILES (12.6 KM) WEST SOUTHWEST OF WALTERBORO.
 AB1910'OWNERSHIP--PEARLINE WILLIAMS, PHONE 803-538-5440.  TO REACH THE
 AB1910'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 21 AND STATE HIGHWAY 63,
 AB1910'10.9 MILES (17.5 KM) WEST SOUTHWEST OF WALTERBORO, GO EAST NORTHEAST
 AB1910'ON HIGHWAY 63 FOR 2.8 MILES (4.5 KM) TO THE JUNCTION OF STATE ROAD 33,
 AB1910'CONTINUE ON HIGHWAY 63 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE
 AB1910'LEFT NEAR A POWER POLE IN THE SIDE YARD OF A BRICK HOUSE. STATION IS A
 AB1910'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 67.2
 AB1910'FEET (20.5 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE FRONT PORCH
 AB1910'OF THE HOUSE, 5.7 FEET (1.7 M) WEST SOUTHWEST OF THE POWER POLE WITH A
 AB1910'SCGS REFERENCE WASHER ATTACHED, 72.9 FEET (22.2 M) SOUTH SOUTHWEST OF
 AB1910'THE SOUTH CORNER OF THE BRICK CHIMNEY OF THE HOUSE, 134.0 FEET (40.8
 AB1910'M) NORTHEAST OF THE CENTER OF THE HIGHWAY. DESCRIBED BY R.W.  ROBERTS.
 AB1910
 AB1910                          STATION RECOVERY (2005)
 AB1910
 AB1910'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1910'STATION IS LOCATED 7.9 MI (12.71 KM) WEST OF WALTERBORO, 13.8 MI
 AB1910'(22.21 KM) NORTH NORTHEAST OF YEMASSEE.  OWNERSHIP--PEARLINE WILLIAMS,
 AB1910'6744 HIGHWAY 63, WALTERBORO, SC. TO REACH THE STATION FROM THE
 AB1910'JUNCTION OF U.S. HIGHWAY 21 (LOW COUNTRY HIGHWAY) AND STATE HIGHWAY 63
 AB1910'(SNIDERS HIGHWAY) AT SNIDERS CROSSROADS, 10.8 MI (17.38 KM) WEST OF
 AB1910'WALTERBORO, GO EAST ON HIGHWAY 63 FOR 2.6 MI (4.18 KM) TO THE JUNCTION
 AB1910'OF STATE ROAD 191 (FIRE HILL ROAD), CONTINUE ON HIGHWAY 63 FOR 0.55 MI
 AB1910'(0.89 KM) TO THE STATION ON THE LEFT NEAR A SECURITY LIGHT POLE IN THE
 AB1910'EAST SIDE YARD OF A BRICK HOUSE NUMBER 6744. STATION IS A CONCRETE
 AB1910'POST RECESSED 0.4 FT (0.1 M) AND LEVEL WITH THE HIGHWAY, 5.7 FT (1.7
 AB1910'M) WEST SOUTHWEST OF THE SECURITY LIGHT WITH A SCGS REFERENCE WASHER
 AB1910'ATTACHED, 133.3 FT (40.6 M) NORTHEAST OF THE CENTER OF THE HIGHWAY,
 AB1910'67.3 FT (20.5 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF A BRICK COLUMN
 AB1910'AT THE SOUTH CORNER OF THE FRONT PORCH. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1911 ***********************************************************************
 AB1911  DESIGNATION -  15 141
 AB1911  PID         -  AB1911
 AB1911  STATE/COUNTY-  SC/COLLETON
 AB1911  USGS QUAD   -  SNIDERS CROSSROADS (1988)
 AB1911
 AB1911                         *CURRENT SURVEY CONTROL
 AB1911  ___________________________________________________________________
 AB1911* NAD 83(1986)-  32 53 24.     (N)    080 49 02.     (W)     SCALED    
 AB1911* NAVD 88     -        23.663  (meters)      77.63   (feet)  ADJUSTED  
 AB1911  ___________________________________________________________________
 AB1911  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AB1911  DYNAMIC HT  -          23.637 (meters)      77.55  (feet)  COMP
 AB1911  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 AB1911
 AB1911  VERT ORDER  -  FIRST     CLASS II
 AB1911
 AB1911.The horizontal coordinates were scaled from a topographic map and have
 AB1911.an estimated accuracy of +/- 6 seconds.
 AB1911
 AB1911.The orthometric height was determined by differential leveling
 AB1911.and adjusted by the National Geodetic Survey in September 1998..
 AB1911
 AB1911.The geoid height was determined by GEOID03.
 AB1911
 AB1911.The dynamic height is computed by dividing the NAVD 88
 AB1911.geopotential number by the normal gravity value computed on the
 AB1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1911.degrees latitude (g = 980.6199 gals.).
 AB1911
 AB1911.The modeled gravity was interpolated from observed gravity values.
 AB1911
 AB1911;                    North         East    Units  Estimated Accuracy
 AB1911;SPC SC       -   117,200.      626,700.      MT  (+/- 180 meters Scaled)
 AB1911
 AB1911                          SUPERSEDED SURVEY CONTROL
 AB1911
 AB1911.No superseded survey control is available for this station.
 AB1911
 AB1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS170391(NAD 83)
 AB1911_MARKER: DD = SURVEY DISK
 AB1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1911_STAMPING: 15 141 1995
 AB1911_MARK LOGO: SCGS  
 AB1911_PROJECTION: FLUSH
 AB1911_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1911+STABILITY: SURFACE MOTION
 AB1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1911+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AB1911
 AB1911  HISTORY     - Date     Condition        Report By
 AB1911  HISTORY     - 1995     MONUMENTED       SCGS
 AB1911  HISTORY     - 20050802 GOOD             SCGS
 AB1911
 AB1911                          STATION DESCRIPTION
 AB1911
 AB1911'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1911'STATION IS LOCATED 8.8 MILES (14.2 KM) WEST SOUTHWEST OF WALTERBORO.
 AB1911'OWNERSHIP--RAY D.  KELLY, ROUTE 4, BOX 235, WALTERBORO, SC 29488.  TO
 AB1911'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 21 AND STATE
 AB1911'HIGHWAY 63, 10.9 MILES (17.5 KM) WEST SOUTHWEST OF WALTERBORO, GO EAST
 AB1911'NORTHEAST ON HIGHWAY 63 FOR 1.85 MILES (2.98 KM) TO THE JUNCTION OF
 AB1911'STATE ROAD 190, CONTINUE ON HIGHWAY 63 FOR 0.3 MILE (0.5 KM) TO THE
 AB1911'STATION ON THE RIGHT NEAR A GATE POST IN THE SIDE YARD OF A
 AB1911'MASONITE-SIDED HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1911'GROUND AND LEVEL WITH THE HIGHWAY, 53.5 FEET (16.3 M) SOUTH SOUTHWEST
 AB1911'OF THE CENTER OF THE HIGHWAY, 54.0 FEET (16.5 M) NORTHEAST OF THE
 AB1911'NORTHEAST SUPPORT POST FOR THE CARPORT, 9.7 FEET (3.0 M) EAST
 AB1911'SOUTHEAST OF THE CENTER OF THE DIRT DRIVEWAY, 3.5 FEET (1.1 M) SOUTH
 AB1911'OF THE SOUTH WOOD GATE POST FOR A WIRE FENCE LINE.  DESCRIBED BY R.W.
 AB1911'ROBERTS.
 AB1911
 AB1911                          STATION RECOVERY (2005)
 AB1911
 AB1911'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1911'STATION IS LOCATED 8.8 MI (14.16 KM) WEST OF WALTERBORO, 13.7 MI
 AB1911'(22.05 KM) SOUTH OF SMOAKS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1911'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AB1911'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (LOW COUNTRY
 AB1911'HIGHWAY) AND STATE HIGHWAY 63 (SNIDERS HIGHWAY) AT SNIDERS CROSSROADS,
 AB1911'10.8 MI (17.38 KM) WEST OF WALTERBORO, GO EAST ON HIGHWAY 63 FOR 1.85
 AB1911'MI (2.98 KM) TO THE JUNCTION OF STATE ROAD 190 (MIRACLE ROAD LEFT AND
 AB1911'SCUFFLETOWN ROAD RIGHT), CONTINUE ON HIGHWAY 63 FOR 0.3 MI (0.48 KM)
 AB1911'TO THE STATION ON THE RIGHT IN THE SOUTH ANGLE OF A GRASSY DRIVEWAY
 AB1911'RIGHT LEADING TO A MASONITE-SIDED HOUSE NUMBER 7813. STATION IS A
 AB1911'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 9.6 FT
 AB1911'(2.9 M) EAST SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 53.4 FT (16.3 M)
 AB1911'SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 25.4 FT (7.7 M) SOUTH
 AB1911'SOUTHWEST OF THE EAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 AB1911'THE DRIVEWAY, 10.0 FT (3.0 M) NORTHWEST OF A WOOD FENCE POST, 53.8 FT
 AB1911'(16.4 M) NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE NEAR THE
 AB1911'GARAGE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1912 ***********************************************************************
 AB1912  DESIGNATION -  15 142
 AB1912  PID         -  AB1912
 AB1912  STATE/COUNTY-  SC/COLLETON
 AB1912  USGS QUAD   -  SNIDERS CROSSROADS (1988)
 AB1912
 AB1912                         *CURRENT SURVEY CONTROL
 AB1912  ___________________________________________________________________
 AB1912* NAD 83(1986)-  32 53 25.     (N)    080 50 17.     (W)     SCALED    
 AB1912* NAVD 88     -        23.832  (meters)      78.19   (feet)  ADJUSTED  
 AB1912  ___________________________________________________________________
 AB1912  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 AB1912  DYNAMIC HT  -          23.806 (meters)      78.10  (feet)  COMP
 AB1912  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 AB1912
 AB1912  VERT ORDER  -  FIRST     CLASS II
 AB1912
 AB1912.The horizontal coordinates were scaled from a topographic map and have
 AB1912.an estimated accuracy of +/- 6 seconds.
 AB1912
 AB1912.The orthometric height was determined by differential leveling
 AB1912.and adjusted by the National Geodetic Survey in September 1998..
 AB1912
 AB1912.The geoid height was determined by GEOID03.
 AB1912
 AB1912.The dynamic height is computed by dividing the NAVD 88
 AB1912.geopotential number by the normal gravity value computed on the
 AB1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1912.degrees latitude (g = 980.6199 gals.).
 AB1912
 AB1912.The modeled gravity was interpolated from observed gravity values.
 AB1912
 AB1912;                    North         East    Units  Estimated Accuracy
 AB1912;SPC SC       -   117,230.      624,750.      MT  (+/- 180 meters Scaled)
 AB1912
 AB1912                          SUPERSEDED SURVEY CONTROL
 AB1912
 AB1912.No superseded survey control is available for this station.
 AB1912
 AB1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS151391(NAD 83)
 AB1912_MARKER: DD = SURVEY DISK
 AB1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1912_STAMPING: 15 142 1995
 AB1912_MARK LOGO: SCGS  
 AB1912_PROJECTION: FLUSH
 AB1912_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1912+STABILITY: SURFACE MOTION
 AB1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1912+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 AB1912
 AB1912  HISTORY     - Date     Condition        Report By
 AB1912  HISTORY     - 1995     MONUMENTED       SCGS
 AB1912  HISTORY     - 20050727 GOOD             SCGS
 AB1912
 AB1912                          STATION DESCRIPTION
 AB1912
 AB1912'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1912'STATION IS LOCATED 10.0 MILES (16.1 KM) WEST SOUTHWEST OF WALTERBORO.
 AB1912'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1912'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1912'JUNCTION OF U.S.  HIGHWAY 21 AND STATE HIGHWAY 63, 10.9 MILES (17.5
 AB1912'KM) WEST SOUTHWEST OF WALTERBORO, GO EAST NORTHEAST ON HIGHWAY 63 FOR
 AB1912'0.9 MILE (1.4 KM) TO THE STATION NEAR A POWER POLE IN THE SOUTHWEST
 AB1912'ANGLE OF THE JUNCTION OF STATE ROAD 399.  STATION IS A CONCRETE POST
 AB1912'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 33.1
 AB1912'FEET (10.1 M) WEST OF THE CENTER OF THE ROAD, 44.8 FEET (13.7 M) SOUTH
 AB1912'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 4.3 FEET (1.3 M) SOUTH
 AB1912'SOUTHEAST OF THE POWER POLE WITH A GUY WIRE AND A SCGS REFERENCE
 AB1912'WASHER ATTACHED, 155.0 FEET (47.2 M) SOUTH OF THE SOUTHEAST CORNER OF
 AB1912'THE PORCH OF A BRICK HOME ACROSS THE ROAD, 4.5 FEET (1.4 M) SOUTH
 AB1912'SOUTHEAST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1912
 AB1912                          STATION RECOVERY (2005)
 AB1912
 AB1912'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1912'STATION IS LOCATED 10.0 MI (16.09 KM) WEST OF WALTERBORO, 13.8 MI
 AB1912'(22.21 KM) SOUTH OF SMOAKS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1912'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AB1912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (LOW COUNTRY
 AB1912'HIGHWAY) AND STATE HIGHWAY 63 (SNIDERS HIGHWAY) AT SNIDERS CROSSROADS,
 AB1912'10.8 MI (17.38 KM) WEST OF WALTERBORO, GO EAST ON HIGHWAY 63 FOR 0.9
 AB1912'MI (1.45 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 AB1912'SOUTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 399 (SCHOOLHOUSE ROAD).
 AB1912'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FT (0.3 M)
 AB1912'ABOVE THE HIGHWAY, 45.2 FT (13.8 M) SOUTHWEST OF THE CENTER OF THE
 AB1912'HIGHWAY, 4.3 FT (1.3 M) SOUTH SOUTHEAST OF THE POWER POLE WITH GUY
 AB1912'WIRE AND A SCGS REFERENCE WASHER ATTACHED, 33.5 FT (10.2 M) WEST OF
 AB1912'THE CENTER OF THE ROAD, 4.5 FT (1.4 M) SOUTH SOUTHEAST OF A WITNESS
 AB1912'POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1913 ***********************************************************************
 AB1913  DESIGNATION -  15 143
 AB1913  PID         -  AB1913
 AB1913  STATE/COUNTY-  SC/COLLETON
 AB1913  USGS QUAD   -  SNIDERS CROSSROADS (1988)
 AB1913
 AB1913                         *CURRENT SURVEY CONTROL
 AB1913  ___________________________________________________________________
 AB1913* NAD 83(1986)-  32 53 15.     (N)    080 52 10.     (W)     SCALED    
 AB1913* NAVD 88     -        13.064  (meters)      42.86   (feet)  ADJUSTED  
 AB1913  ___________________________________________________________________
 AB1913  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 AB1913  DYNAMIC HT  -          13.050 (meters)      42.81  (feet)  COMP
 AB1913  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 AB1913
 AB1913  VERT ORDER  -  FIRST     CLASS II
 AB1913
 AB1913.The horizontal coordinates were scaled from a topographic map and have
 AB1913.an estimated accuracy of +/- 6 seconds.
 AB1913
 AB1913.The orthometric height was determined by differential leveling
 AB1913.and adjusted by the National Geodetic Survey in September 1998..
 AB1913
 AB1913.The geoid height was determined by GEOID03.
 AB1913
 AB1913.The dynamic height is computed by dividing the NAVD 88
 AB1913.geopotential number by the normal gravity value computed on the
 AB1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1913.degrees latitude (g = 980.6199 gals.).
 AB1913
 AB1913.The modeled gravity was interpolated from observed gravity values.
 AB1913
 AB1913;                    North         East    Units  Estimated Accuracy
 AB1913;SPC SC       -   116,920.      621,820.      MT  (+/- 180 meters Scaled)
 AB1913
 AB1913                          SUPERSEDED SURVEY CONTROL
 AB1913
 AB1913.No superseded survey control is available for this station.
 AB1913
 AB1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS122388(NAD 83)
 AB1913_MARKER: DD = SURVEY DISK
 AB1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1913_STAMPING: 15 143 1995
 AB1913_MARK LOGO: SCGS  
 AB1913_PROJECTION: RECESSED 3 CENTIMETERS
 AB1913_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1913+STABILITY: SURFACE MOTION
 AB1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1913+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AB1913
 AB1913  HISTORY     - Date     Condition        Report By
 AB1913  HISTORY     - 1995     MONUMENTED       SCGS
 AB1913  HISTORY     - 20050802 GOOD             SCGS
 AB1913
 AB1913                          STATION DESCRIPTION
 AB1913
 AB1913'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1913'STATION IS LOCATED 11.9 MILES (19.2 KM) WEST SOUTHWEST OF WALTERBORO.
 AB1913'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1913'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1913'JUNCTION OF U.S.  HIGHWAY 21 AND STATE HIGHWAY 63, 10.9 MILES (17.5
 AB1913'KM) WEST SOUTHWEST OF WALTERBORO, GO WEST ON HIGHWAY 63 FOR 1.0 MILE
 AB1913'(1.6 KM) TO THE STATION ON THE LEFT NEAR THE PAVED RIVER ACCESS ROAD
 AB1913'LEADING BENEATH THE SECOND ONE OF FOUR BRIDGES OVER THE LITTLE
 AB1913'SALKEHATCHIE RIVER, 0.65 MILE (1.05 KM) EAST OF THE JUNCTION OF STATE
 AB1913'ROADS 19 AND 158.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1913'AND 2.0 FEET (0.6 M) BELOW THE HIGHWAY, 38.8 FEET (11.8 M) SOUTH
 AB1913'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 66.4 FEET (20.2 M) EAST
 AB1913'SOUTHEAST OF THE EAST END OF A CONCRETE GUARDRAIL ON THE SOUTH SIDE OF
 AB1913'THE BRIDGE, 10.4 FEET (3.2 M) SOUTH OF THE CENTER OF THE ACCESS ROAD,
 AB1913'3.3 FEET (1.0 M) EAST OF A WITNESS POST AT A SIGN (NO DUMPING) .
 AB1913'RECOVERED BY R.W.  ROBERTS.
 AB1913
 AB1913                          STATION RECOVERY (2005)
 AB1913
 AB1913'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1913'STATION IS LOCATED 11.8 MI (18.99 KM) WEST OF WALTERBORO, 12.5 MI
 AB1913'(20.12 KM) EAST NORTHEAST OF VARNVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1913'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AB1913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (LOW COUNTRY
 AB1913'HIGHWAY) AND STATE HIGHWAY 63 (SNIDERS HIGHWAY) AT SNIDERS CROSSROADS,
 AB1913'10.8 MI (17.38 KM) WEST OF WALTERBORO, GO WEST ON HIGHWAY 63 FOR 1.05
 AB1913'MI (1.69 KM) TO THE STATION ON THE LEFT NEAR A TREE LINE ON THE SOUTH
 AB1913'SIDE OF THE OLD HIGHWAY BED AND NEAR THE SOUTHEAST CORNER OF A NEW
 AB1913'BRIDGE OVER THE LITTLE SALKAHATCHIE RIVER. STATION IS A CONCRETE POST
 AB1913'RECESSED 0.1 FT (0.0 M) AND 1.0 FT (0.3 M) BELOW THE HIGHWAY, 76.3 FT
 AB1913'(23.3 M) SOUTH OF THE CENTER OF THE HIGHWAY, 3.5 FT (1.1 M) EAST OF A
 AB1913'WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1914 ***********************************************************************
 AB1914  DESIGNATION -  15 144
 AB1914  PID         -  AB1914
 AB1914  STATE/COUNTY-  SC/COLLETON
 AB1914  USGS QUAD   -  ISLANDTON (1988)
 AB1914
 AB1914                         *CURRENT SURVEY CONTROL
 AB1914  ___________________________________________________________________
 AB1914* NAD 83(1986)-  32 53 36.     (N)    080 53 12.     (W)     SCALED    
 AB1914* NAVD 88     -        21.939  (meters)      71.98   (feet)  ADJUSTED  
 AB1914  ___________________________________________________________________
 AB1914  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AB1914  DYNAMIC HT  -          21.916 (meters)      71.90  (feet)  COMP
 AB1914  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 AB1914
 AB1914  VERT ORDER  -  FIRST     CLASS II
 AB1914
 AB1914.The horizontal coordinates were scaled from a topographic map and have
 AB1914.an estimated accuracy of +/- 6 seconds.
 AB1914
 AB1914.The orthometric height was determined by differential leveling
 AB1914.and adjusted by the National Geodetic Survey in September 1998..
 AB1914
 AB1914.The geoid height was determined by GEOID03.
 AB1914
 AB1914.The dynamic height is computed by dividing the NAVD 88
 AB1914.geopotential number by the normal gravity value computed on the
 AB1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1914.degrees latitude (g = 980.6199 gals.).
 AB1914
 AB1914.The modeled gravity was interpolated from observed gravity values.
 AB1914
 AB1914;                    North         East    Units  Estimated Accuracy
 AB1914;SPC SC       -   117,560.      620,200.      MT  (+/- 180 meters Scaled)
 AB1914
 AB1914                          SUPERSEDED SURVEY CONTROL
 AB1914
 AB1914.No superseded survey control is available for this station.
 AB1914
 AB1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS106394(NAD 83)
 AB1914_MARKER: DD = SURVEY DISK
 AB1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1914_STAMPING: 15 144 1995
 AB1914_MARK LOGO: SCGS  
 AB1914_PROJECTION: FLUSH
 AB1914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1914+STABILITY: SURFACE MOTION
 AB1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1914+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AB1914
 AB1914  HISTORY     - Date     Condition        Report By
 AB1914  HISTORY     - 1995     MONUMENTED       SCGS
 AB1914  HISTORY     - 20050802 GOOD             SCGS
 AB1914
 AB1914                          STATION DESCRIPTION
 AB1914
 AB1914'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1914'STATION IS LOCATED 12.8 MILES (20.6 KM) WEST OF WALTERBORO, 12.7 MILES
 AB1914'(20.4 KM) SOUTHEAST OF LODGE.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1914'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1914'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1914'21 AND STATE HIGHWAY 63, 10.9 MILES (17.5 KM) WEST SOUTHWEST OF
 AB1914'WALTERBORO, GO WEST ON HIGHWAY 63 FOR 2.0 MILES (3.2 KM) TO THE
 AB1914'JUNCTION OF STATE ROAD 84, TURN RIGHT ON ROAD 84 FOR 0.2 MILE (0.3 KM)
 AB1914'TO THE STATION ON THE RIGHT NEAR THE BRICK SIGN FOR THE ADNAH UNITED
 AB1914'METHODIST CHURCH, JUST BEFORE THE JUNCTION OF STATE ROAD 19.  STATION
 AB1914'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE
 AB1914'THE ROAD, 5.0 FEET (1.5 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF
 AB1914'THE SIGN, 30.1 FEET (9.2 M) EAST OF THE CENTER OF THE ROAD, 216.6 FEET
 AB1914'(66.0 M) WEST OF THE WEST CORNER OF THE MAIN PART OF THE BRICK CHURCH,
 AB1914'21.3 FEET (6.5 M) SOUTH SOUTHEAST OF THE SOUTH END OF A 1.2-FOOT
 AB1914'CONCRETE PIPE CULVERT BENEATH THE PAVED DRIVE TO THE CHURCH.
 AB1914'DESCRIBED BY R.W.  ROBERTS.
 AB1914
 AB1914                          STATION RECOVERY (2005)
 AB1914
 AB1914'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1914'STATION IS LOCATED 11.6 MI (18.67 KM) EAST NORTHEAST OF VARNVILLE,
 AB1914'12.8 MI (20.6 KM) WEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1914'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AB1914'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 63 (SNIDERS
 AB1914'HIGHWAY) AND U.S. HIGHWAY 21 (LOW COUNTRY HIGHWAY) AT SNIDERS
 AB1914'CROSSROADS, 10.8 MI (17.38 KM) WEST OF WALTERBORO, GO WEST ON HIGHWAY
 AB1914'63 FOR 2.0 MI (3.22 KM) TO THE JUNCTION OF STATE ROAD 84 (ADNAH CHURCH
 AB1914'ROAD), TURN RIGHT ON ROAD 84 FOR 0.2 MI (0.32 KM) TO THE STATION ON
 AB1914'THE RIGHT NEAR A BRICK CHURCH SIGN IN FRONT OF THE ADNAH UNITED
 AB1914'METHODIST CHURCH, 0.05 MILE SOUTH OF STATE ROAD 19 (VARNADOE ROAD).
 AB1914'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AB1914'ROAD, 30.0 FT (9.1 M) EAST OF THE CENTER OF THE ROAD, 4.8 FT (1.5 M)
 AB1914'WEST OF THE SOUTHWEST CORNER OF THE BRICK CHURCH SIGN, 21.4 FT (6.5 M)
 AB1914'SOUTH SOUTHEAST OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 AB1914'BENEATH A DRIVE TO THE CHURCH, 210.8 FT (64.3 M) WEST NORTHWEST OF THE
 AB1914'SOUTHWEST CORNER OF THE CHURCH. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1915 ***********************************************************************
 AB1915  DESIGNATION -  15 145
 AB1915  PID         -  AB1915
 AB1915  STATE/COUNTY-  SC/COLLETON
 AB1915  USGS QUAD   -  ISLANDTON (1988)
 AB1915
 AB1915                         *CURRENT SURVEY CONTROL
 AB1915  ___________________________________________________________________
 AB1915* NAD 83(1986)-  32 54 29.     (N)    080 53 11.     (W)     SCALED    
 AB1915* NAVD 88     -        21.732  (meters)      71.30   (feet)  ADJUSTED  
 AB1915  ___________________________________________________________________
 AB1915  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 AB1915  DYNAMIC HT  -          21.708 (meters)      71.22  (feet)  COMP
 AB1915  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 AB1915
 AB1915  VERT ORDER  -  FIRST     CLASS II
 AB1915
 AB1915.The horizontal coordinates were scaled from a topographic map and have
 AB1915.an estimated accuracy of +/- 6 seconds.
 AB1915
 AB1915.The orthometric height was determined by differential leveling
 AB1915.and adjusted by the National Geodetic Survey in September 1998..
 AB1915
 AB1915.The geoid height was determined by GEOID03.
 AB1915
 AB1915.The dynamic height is computed by dividing the NAVD 88
 AB1915.geopotential number by the normal gravity value computed on the
 AB1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1915.degrees latitude (g = 980.6199 gals.).
 AB1915
 AB1915.The modeled gravity was interpolated from observed gravity values.
 AB1915
 AB1915;                    North         East    Units  Estimated Accuracy
 AB1915;SPC SC       -   119,190.      620,230.      MT  (+/- 180 meters Scaled)
 AB1915
 AB1915                          SUPERSEDED SURVEY CONTROL
 AB1915
 AB1915.No superseded survey control is available for this station.
 AB1915
 AB1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS106411(NAD 83)
 AB1915_MARKER: DD = SURVEY DISK
 AB1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1915_STAMPING: 15 145 1995
 AB1915_MARK LOGO: SCGS  
 AB1915_PROJECTION: FLUSH
 AB1915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1915+STABILITY: SURFACE MOTION
 AB1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1915+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AB1915
 AB1915  HISTORY     - Date     Condition        Report By
 AB1915  HISTORY     - 1995     MONUMENTED       SCGS
 AB1915  HISTORY     - 20050802 GOOD             SCGS
 AB1915
 AB1915                          STATION DESCRIPTION
 AB1915
 AB1915'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1915'STATION IS LOCATED 11.7 MILES (18.8 KM) SOUTHEAST OF LODGE.
 AB1915'OWNERSHIP--OLIN STEPHENS, ROUTE 1, BOX 267C, ISLANDTON, SC 29929.  TO
 AB1915'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 21 AND STATE
 AB1915'HIGHWAY 63, 10.9 MILES (17.5 KM) WEST SOUTHWEST OF WALTERBORO, GO WEST
 AB1915'ON HIGHWAY 63 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 84,
 AB1915'TURN RIGHT ON ROAD 84 FOR 1.25 MILES (2.01 KM) TO THE STATION ON THE
 AB1915'LEFT NEAR A SECURITY LIGHT POLE IN THE FRONT YARD OF A WOOD FRAME
 AB1915'HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AB1915'WITH THE ROAD, 28.6 FEET (8.7 M) WEST OF THE CENTER OF THE ROAD, 6.5
 AB1915'FEET (2.0 M) SOUTH SOUTHWEST OF THE SECURITY LIGHT POLE, 52.9 FEET
 AB1915'(16.1 M) EAST OF THE NORTHEAST CORNER OF THE FRONT PORCH OF THE HOUSE,
 AB1915'32.2 FEET (9.8 M) NORTH NORTHWEST OF THE NORTH END OF A 1.2-FOOT
 AB1915'CONCRETE PIPE CULVERT BENEATH THE SOUTH CIRCULAR DRIVE TO THE HOUSE.
 AB1915'DESCRIBED BY R.W.  ROBERTS.
 AB1915
 AB1915                          STATION RECOVERY (2005)
 AB1915
 AB1915'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1915'STATION IS LOCATED 11.7 MI (18.83 KM) SOUTH SOUTHEAST OF LODGE, 12.8
 AB1915'MI (20.6 KM) WEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1915'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AB1915'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (LOW COUNTRY
 AB1915'HIGHWAY) AND STATE HIGHWAY 63 (SNIDERS HIGHWAY) AT SNIDERS CROSSROADS,
 AB1915'10.8 MI (17.38 KM) WEST OF WALTERBORO, GO WEST ON HIGHWAY 63 FOR 2.0
 AB1915'MI (3.22 KM) TO THE JUNCTION OF STATE ROAD 84 (ADNAH CHURCH ROAD),
 AB1915'TURN RIGHT ON ROAD 84 FOR 1.3 MI (2.09 KM) TO THE STATION ON THE LEFT
 AB1915'NEAR A SECURITY LIGHT POLE AND IN A DENSE AZALEA BUSH IN THE FRONT
 AB1915'YARD OF A MOBILE HOME NUMBER 1533. STATION IS A CONCRETE POST FLUSH
 AB1915'WITH THE GROUND AND LEVEL WITH THE ROAD, 29.5 FT (9.0 M) WEST OF THE
 AB1915'CENTER OF THE ROAD, 6.8 FT (2.1 M) SOUTH OF THE SECURITY LIGHT POLE,
 AB1915'32.4 FT (9.9 M) NORTH NORTHWEST OF THE NORTH END OF A 1.5-FOOT
 AB1915'CONCRETE PIPE CULVERT BENEATH THE SOUTH DRIVEWAY, 7.6 FT (2.3 M)
 AB1915'NORTHEAST OF A 2.4-FOOT PINE TREE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1916 ***********************************************************************
 AB1916  DESIGNATION -  15 146
 AB1916  PID         -  AB1916
 AB1916  STATE/COUNTY-  SC/COLLETON
 AB1916  USGS QUAD   -  ISLANDTON (1988)
 AB1916
 AB1916                         *CURRENT SURVEY CONTROL
 AB1916  ___________________________________________________________________
 AB1916* NAD 83(2001)-  32 55 25.90986(N)    080 53 17.92028(W)     ADJUSTED  
 AB1916* NAVD 88     -        22.194  (meters)      72.81   (feet)  ADJUSTED  
 AB1916  ___________________________________________________________________
 AB1916  X           -     848,658.260 (meters)                     COMP
 AB1916  Y           -  -5,291,437.897 (meters)                     COMP
 AB1916  Z           -   3,446,868.983 (meters)                     COMP
 AB1916  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AB1916  ELLIP HEIGHT-          -9.29  (meters)          (05/04/06) GPS OBS
 AB1916  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 AB1916  DYNAMIC HT  -          22.170 (meters)      72.74  (feet)  COMP
 AB1916  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 AB1916
 AB1916  HORZ ORDER  -  FIRST
 AB1916  VERT ORDER  -  FIRST     CLASS II
 AB1916  ELLP ORDER  -  FOURTH    CLASS II
 AB1916
 AB1916.The horizontal coordinates were established by GPS observations
 AB1916.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 AB1916
 AB1916.The orthometric height was determined by differential leveling
 AB1916.and adjusted by the National Geodetic Survey in September 1998..
 AB1916
 AB1916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1916
 AB1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1916
 AB1916.The ellipsoidal height was determined by GPS observations
 AB1916.and is referenced to NAD 83.
 AB1916
 AB1916.The geoid height was determined by GEOID03.
 AB1916
 AB1916.The dynamic height is computed by dividing the NAVD 88
 AB1916.geopotential number by the normal gravity value computed on the
 AB1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1916.degrees latitude (g = 980.6199 gals.).
 AB1916
 AB1916.The modeled gravity was interpolated from observed gravity values.
 AB1916
 AB1916;                    North         East     Units Scale Factor Converg.
 AB1916;SPC SC       -   120,945.586   620,045.354   MT  0.99987765   +0 03 42.9
 AB1916;SPC SC       -   396,803.10  2,034,269.53   iFT  0.99987765   +0 03 42.9
 AB1916;UTM  17      - 3,642,852.067   510,442.458   MT  0.99960134   +0 03 38.5
 AB1916
 AB1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1916!SPC SC       -   1.00000146  x   0.99987765  =   0.99987911
 AB1916!UTM  17      -   1.00000146  x   0.99960134  =   0.99960280
 AB1916
 AB1916                          SUPERSEDED SURVEY CONTROL
 AB1916
 AB1916  NAVD 88 (05/04/06)   22.19   (m)           72.8    (f) LEVELING    3  
 AB1916
 AB1916.Superseded values are not recommended for survey control.
 AB1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1916.See file dsdata.txt to determine how the superseded data were derived.
 AB1916
 AB1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS1044242852(NAD 83)
 AB1916_MARKER: DD = SURVEY DISK
 AB1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1916_STAMPING: 15 146 1995
 AB1916_MARK LOGO: SCGS  
 AB1916_PROJECTION: FLUSH
 AB1916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1916+STABILITY: SURFACE MOTION
 AB1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1916+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AB1916
 AB1916  HISTORY     - Date     Condition        Report By
 AB1916  HISTORY     - 1995     MONUMENTED       SCGS
 AB1916  HISTORY     - 20050802 GOOD             SCGS
 AB1916
 AB1916                          STATION DESCRIPTION
 AB1916
 AB1916'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1916'STATION IS LOCATED 10.6 MILES (17.1 KM) SOUTHEAST OF LODGE.
 AB1916'OWNERSHIP--NORTON DUBOIS, ROUTE 1, BOX 363, ISLANDTON, SC 29929.  TO
 AB1916'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 21 AND STATE
 AB1916'HIGHWAY 63, 10.9 MILES (17.5 KM) WEST SOUTHWEST OF WALTERBORO, GO WEST
 AB1916'ON HIGHWAY 63 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 84,
 AB1916'TURN RIGHT ON ROAD 84 FOR 2.35 MILES (3.78 KM) TO THE STATION ON THE
 AB1916'LEFT NEAR A POWER POLE IN THE FRONT YARD OF A WOOD HOUSE AND A MOBILE
 AB1916'HOME.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET
 AB1916'(0.8 M) ABOVE THE ROAD, 27.7 FEET (8.4 M) WEST OF THE CENTER OF THE
 AB1916'ROAD, 4.0 FEET (1.2 M) WEST OF THE POWER POLE WITH A SCGS REFERENCE
 AB1916'WASHER ATTACHED, 33.5 FEET (10.2 M) NORTHEAST OF THE NORTH NORTHEAST
 AB1916'CORNER OF THE FRONT PORCH OF THE HOUSE, 71.0 FEET (21.6 M) SOUTH OF A
 AB1916'POWER POLE WITH A TRANSFORMER, 39.0 FEET (11.9 M) EAST OF THE EAST
 AB1916'SOUTHEAST CORNER OF THE MOBILE HOME.  DESCRIBED BY R.W.  ROBERTS.
 AB1916
 AB1916                          STATION RECOVERY (2005)
 AB1916
 AB1916'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1916'STATION IS LOCATED 10.6 MI (17.06 KM) SOUTH-SOUTHEAST OF LODGE, 12.9
 AB1916'MI (20.76 KM) WEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1916'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA SC 29202, PHONE 803-737-1350.
 AB1916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (LOW COUNTRY
 AB1916'HIGHWAY) AND STATE HIGHWAY 63 (SNIDERS HIGHWAY) AT SNIDERS CROSSROADS,
 AB1916'10.8 MI (17.38 KM) WEST OF WALTERBORO, GO WEST ON HIGHWAY 63 FOR 2.0
 AB1916'MI (3.22 KM) TO THE JUNCTION OF STATE ROAD 84 (ADNAH CHURCH ROAD),
 AB1916'TURN RIGHT ON ROAD 84 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE LEFT
 AB1916'NEAR A POWER LINE STUB POLE IN THE FRONT YARD OF A WOODEN HOUSE NUMBER
 AB1916'2641 AND A VACANT MOBILE HOME ON THE NORTH SIDE OF THE HOUSE. STATION
 AB1916'IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) ABOVE THE
 AB1916'ROAD, 28.6 FT (8.7 M) WEST OF THE CENTER OF THE ROAD, 3.8 FT (1.2 M)
 AB1916'WEST NORTHWEST OF THE POWER LINE STUB POLE WITH A SCGS REFERENCE
 AB1916'WASHER ATTACHED, 33.3 FT (10.1 M) NORTHEAST OF THE NORTHEAST CORNER OF
 AB1916'THE FRONT PORCH OF THE WOOD HOUSE, 44.8 FT (13.7 M) EAST OF A 2.0-FOOT
 AB1916'MULBERRY TREE BETWEEN THE HOUSE AND THE MOBILE HOME. RECOVERED BY T.
 AB1916'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1917 ***********************************************************************
 AB1917  DESIGNATION -  15 147
 AB1917  PID         -  AB1917
 AB1917  STATE/COUNTY-  SC/COLLETON
 AB1917  USGS QUAD   -  ISLANDTON (1988)
 AB1917
 AB1917                         *CURRENT SURVEY CONTROL
 AB1917  ___________________________________________________________________
 AB1917* NAD 83(1986)-  32 56 19.     (N)    080 53 47.     (W)     SCALED    
 AB1917* NAVD 88     -        24.058  (meters)      78.93   (feet)  ADJUSTED  
 AB1917  ___________________________________________________________________
 AB1917  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 AB1917  DYNAMIC HT  -          24.032 (meters)      78.84  (feet)  COMP
 AB1917  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 AB1917
 AB1917  VERT ORDER  -  FIRST     CLASS II
 AB1917
 AB1917.The horizontal coordinates were scaled from a topographic map and have
 AB1917.an estimated accuracy of +/- 6 seconds.
 AB1917
 AB1917.The orthometric height was determined by differential leveling
 AB1917.and adjusted by the National Geodetic Survey in September 1998..
 AB1917
 AB1917.The geoid height was determined by GEOID03.
 AB1917
 AB1917.The dynamic height is computed by dividing the NAVD 88
 AB1917.geopotential number by the normal gravity value computed on the
 AB1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1917.degrees latitude (g = 980.6199 gals.).
 AB1917
 AB1917.The modeled gravity was interpolated from observed gravity values.
 AB1917
 AB1917;                    North         East    Units  Estimated Accuracy
 AB1917;SPC SC       -   122,580.      619,290.      MT  (+/- 180 meters Scaled)
 AB1917
 AB1917                          SUPERSEDED SURVEY CONTROL
 AB1917
 AB1917.No superseded survey control is available for this station.
 AB1917
 AB1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS096444(NAD 83)
 AB1917_MARKER: DD = SURVEY DISK
 AB1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1917_STAMPING: 15 147 1995
 AB1917_MARK LOGO: SCGS  
 AB1917_PROJECTION: FLUSH
 AB1917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1917+STABILITY: SURFACE MOTION
 AB1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1917+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AB1917
 AB1917  HISTORY     - Date     Condition        Report By
 AB1917  HISTORY     - 1995     MONUMENTED       SCGS
 AB1917  HISTORY     - 20050802 GOOD             SCGS
 AB1917
 AB1917                          STATION DESCRIPTION
 AB1917
 AB1917'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1917'STATION IS LOCATED 9.5 MILES (15.3 KM) SOUTHEAST OF LODGE.
 AB1917'OWNERSHIP--HERBERT HERNDON, ROUTE 7, ISLANDTON, SC, 29929.  TO REACH
 AB1917'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 21 AND STATE HIGHWAY
 AB1917'63, 10.9 MILES (17.5 KM) WEST SOUTHWEST OF WALTERBORO, GO WEST ON
 AB1917'HIGHWAY 63 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 84,
 AB1917'TURN RIGHT ON ROAD 84 FOR 5.4 MILES (8.7 KM) TO THE JUNCTION OF STATE
 AB1917'ROAD 95, TURN RIGHT ON ROAD 95 FOR 0.05 MILE (0.08 KM) TO THE STATION
 AB1917'ON THE LEFT IN THE SIDE YARD OF A WOOD FRAME HOUSE.  STATION IS A
 AB1917'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AB1917'ROAD, 61.7 FEET (18.8 M) SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE,
 AB1917'69.0 FEET (21.0 M) NORTHWEST OF THE CENTER OF THE ROAD, 80.8 FEET
 AB1917'(24.6 M) SOUTH SOUTHEAST OF A SECURITY LIGHT POLE.  DESCRIBED BY R.W.
 AB1917'ROBERTS.
 AB1917
 AB1917                          STATION RECOVERY (2005)
 AB1917
 AB1917'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1917'STATION IS LOCATED 9.5 MI (15.29 KM) SOUTH SOUTHEAST OF LODGE, 13.5 MI
 AB1917'(21.73 KM) WEST OF WALTERBORO.  OWNERSHIP--HERBERT HERNDON, 73 WALLING
 AB1917'ROAD, ISLANDTON, SC 29929. TO REACH THE STATION FROM THE JUNCTION OF
 AB1917'U.S. HIGHWAY 21 (LOW COUNTRY HIGHWAY) AND STATE HIGHWAY 63 (SNIDERS
 AB1917'HIGHWAY) AT SNIDERS CROSSROADS, 10.8 MI (17.38 KM) WEST OF WALTERBORO,
 AB1917'GO WEST ON HIGHWAY 63 FOR 2.0 MI (3.22 KM) TO THE JUNCTION OF STATE
 AB1917'ROAD 84 (ADNAH CHURCH ROAD), TURN RIGHT ON ROAD 84 FOR 3.45 MI (5.55
 AB1917'KM) TO THE JUNCTION OF STATE ROAD 95 (WALLING ROAD), TURN RIGHT ON
 AB1917'ROAD 95 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT IN A TRIANGLE
 AB1917'OF THREE LARGE LIVE OAK TREES, IN THE SIDE YARD OF A VINYL-SIDED HOUSE
 AB1917'NUMBER 73. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FT
 AB1917'(0.2 M) ABOVE THE ROAD, 69.3 FT (21.1 M) NORTHWEST OF THE CENTER OF
 AB1917'THE ROAD, 61.7 FT (18.8 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE
 AB1917'HOUSE, 1.4 FT (0.4 M) NORTHEAST OF A WOODEN POST PROJECTING 5-FEET
 AB1917'WITH TWO BIRD HOUSES ATTACHED, 40.7 FT (12.4 M) WEST NORTHWEST OF A
 AB1917'TELEPHONE JUNCTION BOX B63L/4L/1, 15.6 FT (4.8 M) SOUTH SOUTHEAST OF
 AB1917'THE NORTHERN MOST ONE OF THREE 2.0-FOOT LIVE OAK TREES AROUND THE
 AB1917'STATION. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1918 ***********************************************************************
 AB1918  DESIGNATION -  15 148
 AB1918  PID         -  AB1918
 AB1918  STATE/COUNTY-  SC/COLLETON
 AB1918  USGS QUAD   -  ISLANDTON (1988)
 AB1918
 AB1918                         *CURRENT SURVEY CONTROL
 AB1918  ___________________________________________________________________
 AB1918* NAD 83(1986)-  32 57 32.     (N)    080 54 12.     (W)     SCALED    
 AB1918* NAVD 88     -        22.359  (meters)      73.36   (feet)  ADJUSTED  
 AB1918  ___________________________________________________________________
 AB1918  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 AB1918  DYNAMIC HT  -          22.335 (meters)      73.28  (feet)  COMP
 AB1918  MODELED GRAV-     979,553.5   (mgal)                       NAVD 88
 AB1918
 AB1918  VERT ORDER  -  FIRST     CLASS II
 AB1918
 AB1918.The horizontal coordinates were scaled from a topographic map and have
 AB1918.an estimated accuracy of +/- 6 seconds.
 AB1918
 AB1918.The orthometric height was determined by differential leveling
 AB1918.and adjusted by the National Geodetic Survey in September 1998..
 AB1918
 AB1918.The geoid height was determined by GEOID03.
 AB1918
 AB1918.The dynamic height is computed by dividing the NAVD 88
 AB1918.geopotential number by the normal gravity value computed on the
 AB1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1918.degrees latitude (g = 980.6199 gals.).
 AB1918
 AB1918.The modeled gravity was interpolated from observed gravity values.
 AB1918
 AB1918;                    North         East    Units  Estimated Accuracy
 AB1918;SPC SC       -   124,830.      618,640.      MT  (+/- 180 meters Scaled)
 AB1918
 AB1918                          SUPERSEDED SURVEY CONTROL
 AB1918
 AB1918.No superseded survey control is available for this station.
 AB1918
 AB1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS090467(NAD 83)
 AB1918_MARKER: DD = SURVEY DISK
 AB1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1918_STAMPING: 15 148 1995
 AB1918_MARK LOGO: SCGS  
 AB1918_PROJECTION: FLUSH
 AB1918_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1918+STABILITY: SURFACE MOTION
 AB1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1918+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AB1918
 AB1918  HISTORY     - Date     Condition        Report By
 AB1918  HISTORY     - 1995     MONUMENTED       SCGS
 AB1918  HISTORY     - 20050802 GOOD             SCGS
 AB1918
 AB1918                          STATION DESCRIPTION
 AB1918
 AB1918'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1918'STATION IS LOCATED 8.1 MILES (13.0 KM) SOUTHEAST OF LODGE.
 AB1918'OWNERSHIP--LEE EDWARD PROVAUAQ, ROUTE 1, BOX 247A, ISLANDTON, SC,
 AB1918'29929, PHONE 803-866-7657.  TO REACH THE STATION FROM THE JUNCTION OF
 AB1918'STATE HIGHWAYS 64 AND 212, 7.9 MILES (12.7 KM) SOUTHEAST OF LODGE, GO
 AB1918'NORTH NORTHWEST ON HIGHWAY 64 FOR 1.55 MILES (2.49 KM) TO THE JUNCTION
 AB1918'OF STATE ROAD 27, TURN LEFT ON ROAD 27 FOR 2.0 MILES (3.2 KM) TO THE
 AB1918'FORK JUNCTION OF STATE ROAD 31, BEAR RIGHT ON ROAD 31 FOR 1.0 MILE
 AB1918'(1.6 KM) TO THE STATION ON THE RIGHT IN THE FRONT YARD OF A WOOD HOUSE
 AB1918'AND THE JUNCTION OF STATE ROAD 95 ON THE LEFT. STATION IS A CONCRETE
 AB1918'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE ROAD 31, 19.1
 AB1918'FEET (5.8 M) SOUTH OF THE SOUTHEAST END OF A 1.2-FOOT CONCRETE PIPE
 AB1918'CULVERT BENEATH THE NORTHWEST DRIVEWAY TO THE HOUSE, 50.7 FEET (15.5
 AB1918'M) EAST OF THE EAST CORNER OF THE HOUSE, 26.8 FEET (8.2 M) WEST
 AB1918'SOUTHWEST OF THE CENTER OF ROAD 31, 9.2 FEET (2.8 M) WEST NORTHWEST OF
 AB1918'THE NORTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE
 AB1918'SOUTHEAST DRIVEWAY TO THE HOUSE.  DESCRIBED BY R.W.  ROBERTS.
 AB1918
 AB1918                          STATION RECOVERY (2005)
 AB1918
 AB1918'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1918'STATION IS LOCATED 8.0 MI (12.87 KM) SOUTH-SOUTHEAST OF LODGE, 14.2 MI
 AB1918'(22.85 KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 AB1918'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1918'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB1918'64 (BELLS HIGHWAY) AND 212 (WILLIAMS ROAD), 12.45 MI (20.04 KM) WEST
 AB1918'NORTHWEST OF WALTERBORO, GO WEST NORTHWEST ON HIGHWAY 64 FOR 1.55 MI
 AB1918'(2.49 KM) TO THE JUNCTION OF STATE ROAD 27 (CARTERS FORD ROAD RIGHT
 AB1918'AND CROSS SWAMP ROAD LEFT), TURN LEFT ON ROAD 27 FOR 2.05 MI (3.3 KM)
 AB1918'TO THE JUNCTION OF STATE ROAD 31 (RUM GULLY ROAD), BEAR LEFT ON ROAD
 AB1918'31 FOR 0.95 MI (1.53 KM) TO THE STATION ON THE RIGHT IN AN OPEN AREA
 AB1918'IN THE SOUTHWEST ANGLE OF A SAND DRIVEWAY RIGHT LEADING TO A SMALL
 AB1918'VINYL-SIDED HOUSE NUMBER 3811. STATION IS A CONCRETE POST FLUSH WITH
 AB1918'THE GROUND AND LEVEL WITH THE ROAD, 26.4 FT (8.0 M) WEST SOUTHWEST OF
 AB1918'THE CENTER OF THE ROAD, 50.8 FT (15.5 M) EAST OF THE SOUTHEAST CORNER
 AB1918'OF THE HOUSE NUMBER 3811, 9.3 FT (1164.4 M) WEST NORTHWEST OF THE
 AB1918'NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A SAND DRIVEWAY
 AB1918'TO MOBILE HOME NUMBER 3797, 19.0 FT (1163.1 M) SOUTH OF THE SOUTH END
 AB1918'OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A SAND DRIVEWAY TO HOUSE
 AB1918'NUMBER 3811. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1919 ***********************************************************************
 AB1919  DESIGNATION -  15 149
 AB1919  PID         -  AB1919
 AB1919  STATE/COUNTY-  SC/COLLETON
 AB1919  USGS QUAD   -  ISLANDTON (1988)
 AB1919
 AB1919                         *CURRENT SURVEY CONTROL
 AB1919  ___________________________________________________________________
 AB1919* NAD 83(1986)-  32 58 17.     (N)    080 54 23.     (W)     SCALED    
 AB1919* NAVD 88     -        19.609  (meters)      64.33   (feet)  ADJUSTED  
 AB1919  ___________________________________________________________________
 AB1919  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 AB1919  DYNAMIC HT  -          19.588 (meters)      64.27  (feet)  COMP
 AB1919  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 AB1919
 AB1919  VERT ORDER  -  FIRST     CLASS II
 AB1919
 AB1919.The horizontal coordinates were scaled from a topographic map and have
 AB1919.an estimated accuracy of +/- 6 seconds.
 AB1919
 AB1919.The orthometric height was determined by differential leveling
 AB1919.and adjusted by the National Geodetic Survey in September 1998..
 AB1919
 AB1919.The geoid height was determined by GEOID03.
 AB1919
 AB1919.The dynamic height is computed by dividing the NAVD 88
 AB1919.geopotential number by the normal gravity value computed on the
 AB1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1919.degrees latitude (g = 980.6199 gals.).
 AB1919
 AB1919.The modeled gravity was interpolated from observed gravity values.
 AB1919
 AB1919;                    North         East    Units  Estimated Accuracy
 AB1919;SPC SC       -   126,210.      618,350.      MT  (+/- 180 meters Scaled)
 AB1919
 AB1919                          SUPERSEDED SURVEY CONTROL
 AB1919
 AB1919.No superseded survey control is available for this station.
 AB1919
 AB1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS087481(NAD 83)
 AB1919_MARKER: DD = SURVEY DISK
 AB1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1919_STAMPING: 15 149 1995
 AB1919_MARK LOGO: SCGS  
 AB1919_PROJECTION: FLUSH
 AB1919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1919+STABILITY: SURFACE MOTION
 AB1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1919+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AB1919
 AB1919  HISTORY     - Date     Condition        Report By
 AB1919  HISTORY     - 1995     MONUMENTED       SCGS
 AB1919  HISTORY     - 20050802 GOOD             SCGS
 AB1919
 AB1919                          STATION DESCRIPTION
 AB1919
 AB1919'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1919'STATION IS LOCATED 7.2 MILES (11.6 KM) SOUTHEAST OF LODGE.
 AB1919'OWNERSHIP--FENNEL, ROUTE 1, BOX 67, ISLANDTON, SC 29929.  TO REACH THE
 AB1919'STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 212, 7.9 MILES
 AB1919'(12.7 KM) SOUTHEAST OF LODGE, GO NORTH NORTHWEST ON HIGHWAY 64 FOR
 AB1919'1.55 MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD 27, TURN LEFT ON
 AB1919'ROAD 27 FOR 2.0 MILES (3.2 KM) TO THE FORK JUNCTION OF STATE ROAD 31,
 AB1919'BEAR RIGHT ON ROAD 31 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AB1919'LEFT NEAR A SECURITY LIGHT POLE WITH A SCGS REFERENCE WASHER ATTACHED
 AB1919'IN THE FRONT YARD OF A WOOD-SIDED HOUSE.  STATION IS A CONCRETE POST
 AB1919'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 68.2 FEET (20.8 M) EAST
 AB1919'OF THE CENTER OF THE ROAD, 3.8 FEET (1.2 M) WEST SOUTHWEST OF THE
 AB1919'POLE, 69.6 FEET (21.2 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AB1919'HOUSE.  DESCRIBED BY R.W.  ROBERTS.
 AB1919
 AB1919                          STATION RECOVERY (2005)
 AB1919
 AB1919'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1919'STATION IS LOCATED 7.2 MI (11.59 KM) SOUTH-SOUTHEAST OF LODGE, 14.65
 AB1919'MI (23.58 KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--MR.  FENNEL,
 AB1919'4692 RUM GULLY ROAD, ISLANDTON, SC 29929. TO REACH THE STATION FROM
 AB1919'THE JUNCTION OF STATE HIGHWAYS 64 (BELLS HIGHWAY) AND 212 (WILLIAMS
 AB1919'ROAD), 12.45 MI (20.04 KM) WEST NORTHWEST OF WALTERBORO, GO WEST
 AB1919'NORTHWEST ON HIGHWAY 64 FOR 1.55 MI (2.49 KM) TO THE JUNCTION OF STATE
 AB1919'ROAD 27 (CARTERS FORD ROAD RIGHT AND CROSS SWAMP ROAD LEFT), TURN LEFT
 AB1919'ON ROAD 27 FOR 2.05 MI (3.3 KM) TO THE JUNCTION OF STATE ROAD 31 (RUM
 AB1919'GULLY ROAD), BEAR LEFT ON ROAD 31 FOR 0.05 MI (0.08 KM) TO THE STATION
 AB1919'ON THE LEFT NEAR A LARGE POWER POLE IN THE YARD OF A MASONITE-SIDED
 AB1919'HOUSE NUMBER 4692. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1919'AND LEVEL WITH THE ROAD, 68.4 FT (20.8 M) EAST OF THE CENTER OF THE
 AB1919'ROAD, 61.7 FT (18.8 M) WEST SOUTHWEST OF A SECURITY LIGHT POLE WITH A
 AB1919'SCGS REFERENCE WASHER ATTACHED, 69.8 FT (21.3 M) NORTHWEST OF THE
 AB1919'NORTHWEST CORNER OF THE HOUSE, 3.1 FT (0.9 M) SOUTH OF THE LARGE POWER
 AB1919'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 4.3 FT (1.3 M) EAST
 AB1919'SOUTHEAST OF A METAL POST SUPPORTING A WOODEN BIRD HOUSE. RECOVERED BY
 AB1919'T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1920 ***********************************************************************
 AB1920  CBN         -  This is a Cooperative Base Network Control Station.
 AB1920  DESIGNATION -  15 150
 AB1920  PID         -  AB1920
 AB1920  STATE/COUNTY-  SC/COLLETON
 AB1920  USGS QUAD   -  ISLANDTON (1988)
 AB1920
 AB1920                         *CURRENT SURVEY CONTROL
 AB1920  ___________________________________________________________________
 AB1920* NAD 83(2001)-  32 58 47.04596(N)    080 53 55.76820(W)     ADJUSTED  
 AB1920* NAVD 88     -        19.277  (meters)      63.24   (feet)  ADJUSTED  
 AB1920  ___________________________________________________________________
 AB1920  X           -     847,153.805 (meters)                     COMP
 AB1920  Y           -  -5,288,263.184 (meters)                     COMP
 AB1920  Z           -   3,452,066.897 (meters)                     COMP
 AB1920  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AB1920  ELLIP HEIGHT-         -12.19  (meters)          (09/24/02) GPS OBS
 AB1920  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 AB1920  DYNAMIC HT  -          19.256 (meters)      63.18  (feet)  COMP
 AB1920  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 AB1920
 AB1920  HORZ ORDER  -  A
 AB1920  VERT ORDER  -  FIRST     CLASS II
 AB1920  ELLP ORDER  -  FOURTH    CLASS I
 AB1920
 AB1920.The horizontal coordinates were established by GPS observations
 AB1920.and adjusted by the National Geodetic Survey in September 2002..
 AB1920
 AB1920.The orthometric height was determined by differential leveling
 AB1920.and adjusted by the National Geodetic Survey in September 1998..
 AB1920
 AB1920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1920
 AB1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1920
 AB1920.The ellipsoidal height was determined by GPS observations
 AB1920.and is referenced to NAD 83.
 AB1920
 AB1920.The geoid height was determined by GEOID03.
 AB1920
 AB1920.The dynamic height is computed by dividing the NAVD 88
 AB1920.geopotential number by the normal gravity value computed on the
 AB1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1920.degrees latitude (g = 980.6199 gals.).
 AB1920
 AB1920.The modeled gravity was interpolated from observed gravity values.
 AB1920
 AB1920;                    North         East     Units Scale Factor Converg.
 AB1920;SPC SC       -   127,140.085   619,056.064   MT  0.99986555   +0 03 21.9
 AB1920;SPC SC       -   417,126.26  2,031,023.83   iFT  0.99986555   +0 03 21.9
 AB1920;UTM  17      - 3,649,044.910   509,453.556   MT  0.99960110   +0 03 18.3
 AB1920
 AB1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1920!SPC SC       -   1.00000191  x   0.99986555  =   0.99986746
 AB1920!UTM  17      -   1.00000191  x   0.99960110  =   0.99960301
 AB1920
 AB1920                          SUPERSEDED SURVEY CONTROL
 AB1920
 AB1920  NAVD 88 (09/24/02)   19.28   (m)           63.3    (f) LEVELING    3  
 AB1920
 AB1920.Superseded values are not recommended for survey control.
 AB1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1920.See file dsdata.txt to determine how the superseded data were derived.
 AB1920
 AB1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS0945449045(NAD 83)
 AB1920_MARKER: DD = SURVEY DISK
 AB1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1920_STAMPING: 15 150 1995
 AB1920_MARK LOGO: SCGS  
 AB1920_PROJECTION: FLUSH
 AB1920_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1920+STABILITY: SURFACE MOTION
 AB1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1920+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2005
 AB1920
 AB1920  HISTORY     - Date     Condition        Report By
 AB1920  HISTORY     - 1995     MONUMENTED       SCGS
 AB1920  HISTORY     - 20010611 GOOD             SCGS
 AB1920  HISTORY     - 20010924 GOOD             SCGS
 AB1920  HISTORY     - 20051121 GOOD             SCGS
 AB1920
 AB1920                          STATION DESCRIPTION
 AB1920
 AB1920'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1920'STATION IS LOCATED 6.8 MILES (10.9 KM) SOUTHEAST OF LODGE.
 AB1920'OWNERSHIP--SANDRA WRIGHT, ROUTE 2, BOX 58D, LODGE, SC 29052.  TO REACH
 AB1920'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 212, 7.9 MILES
 AB1920'(12.7 KM) SOUTHEAST OF LODGE, GO NORTH NORTHWEST ON HIGHWAY 64 FOR
 AB1920'1.55 MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD 27, TURN LEFT ON
 AB1920'ROAD 27 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 696,
 AB1920'CONTINUE ON HIGHWAY 27 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AB1920'LEFT NEAR A POWER POLE JUST BEFORE REACHING A VINYL-SIDED HOUSE.
 AB1920'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M)
 AB1920'ABOVE THE ROAD, 35.8 FEET (10.9 M) SOUTH SOUTHEAST OF THE CENTER OF
 AB1920'THE ROAD, 4.9 FEET (1.5 M) SOUTH OF THE POWER POLE WITH A TRANSFORMER,
 AB1920'63.0 FEET (19.2 M) WEST NORTHWEST OF THE CENTER OF A GRASS TRACK
 AB1920'DRIVEWAY LEADING BEHIND THE HOUSE, 199.7 FEET (60.9 M) NORTH NORTHEAST
 AB1920'OF THE NORTH CORNER OF THE HOUSE, 5.3 FEET (1.6 M) SOUTH OF A WITNESS
 AB1920'POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1920
 AB1920                          STATION RECOVERY (2001)
 AB1920
 AB1920'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AB1920'STATION IS LOCATED 6.85 MILES (11.02 KM) SOUTH-SOUTHEAST OF LODGE,
 AB1920'14.4 MILES (23.2 KM)
 AB1920'NORTH-NORTHWEST OF WALTERBORO. OWNERSHIP--SCDOT, DIRECTOR OF
 AB1920'PRECONSTRUCTION, P.O.
 AB1920'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 AB1920'FROM THE JUNCTION OF
 AB1920'STATE HIGHWAYS 64 (BELLS HIGHWAY) AND 212 (SYKES DRIVE), 7.8 MILES
 AB1920'(12.6 KM) SOUTHEAST OF
 AB1920'LODGE, GO NORTHWEST ON HIGHWAY 64 FOR 1.4 MILES (2.3 KM) TO THE
 AB1920'JUNCTION OF STATE ROAD 27
 AB1920'(CROSS SWAMP ROAD), TURN LEFT ON ROAD 27 FOR 1.3 MILES (2.1 KM) TO THE
 AB1920'JUNCTION OF STATE
 AB1920'ROAD 696 (HOMESTEAD DRIVE), CONTINUE ON ROAD 27 FOR 0.05 MILE (0.08
 AB1920'KM) TO THE STATION ON
 AB1920'THE LEFT IN AN OPEN AREA.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1920'GROUND AND 1.0 FOOT
 AB1920'(0.3 M) ABOVE THE ROAD, 199.8 FEET (60.9 M) NORTH-NORTHEAST OF THE
 AB1920'NORTHEAST CORNER OF
 AB1920'THE BRICK FOUNDATION OF A DOUBLE-WIDE MOBILE HOME, 36.0 FEET (11.0 M)
 AB1920'SOUTH-SOUTHEAST OF
 AB1920'THE CENTER OF THE ROAD, 64.2 FEET (19.6 M) EAST-NORTHEAST OF A
 AB1920'TELEPHONE JUNCTION BOX
 AB1920'B/22, 104.0 FEET (31.7 M) NORTHEAST OF A POWER POLE WITH TRANSFORMER,
 AB1920'140.4 FEET (42.8 M)
 AB1920'NORTH-NORTHEAST OF A SECURITY LIGHT POLE, 151.8 FEET (46.3 M)
 AB1920'SOUTHWEST OF THE
 AB1920'SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A GRASSY
 AB1920'DRIVEWAY LEADING
 AB1920'TO THE DOUBLE-WIDE MOBILE HOME WITH A BRICK FOUNDATION, 5.2 FEET (1.6
 AB1920'M) SOUTH OF A
 AB1920'WITNESS POST.  RECOVERED BY T. HALL.
 AB1920' 
 AB1920' 
 AB1920' 
 AB1920' 
 AB1920' 
 AB1920'
 AB1920
 AB1920                          STATION RECOVERY (2001)
 AB1920
 AB1920'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AB1920'RECOVERED AS DESCRIBED.
 AB1920
 AB1920                          STATION RECOVERY (2005)
 AB1920
 AB1920'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1920'STATION IS LOCATED 6.85 MILES (11.02 KM) SOUTH SOUTHEAST OF LODGE,
 AB1920'14.4 MILES (23.2 KM) NORTH NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT,
 AB1920'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1920'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB1920'HIGHWAYS 64 (BELLS HIGHWAY) AND 212 (SYKES DRIVE), 7.8 MILES (12.6 KM)
 AB1920'SOUTHEAST OF LODGE, GO NORTHWEST ON HIGHWAY 64 FOR 1.4 MILES (2.3 KM)
 AB1920'TO THE JUNCTION OF STATE ROAD 27 (CROSS SWAMP ROAD), TURN LEFT ON ROAD
 AB1920'27 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 696 (HOMESTEAD
 AB1920'DRIVE), CONTINUE ON ROAD 27 FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 AB1920'THE LEFT IN AN OPEN AREA.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1920'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 199.8 FEET (60.9 M) NORTH
 AB1920'NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK FOUNDATION OF A
 AB1920'DOUBLE-WIDE MOBILE HOME, 36.0 FEET (11.0 M) SOUTH SOUTHEAST OF THE
 AB1920'CENTER OF THE ROAD, 64.2 FEET (19.6 M) EAST NORTHEAST OF A TELEPHONE
 AB1920'JUNCTION BOX B/22, 104.0 FEET (31.7 M) NORTHEAST OF A POWER POLE WITH
 AB1920'TRANSFORMER, 140.4 FEET (42.8 M) NORTH NORTHEAST OF A SECURITY LIGHT
 AB1920'POLE, 151.8 FEET (46.3 M) SOUTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT
 AB1920'CONCRETE PIPE CULVERT BENEATH A GRASSY DRIVEWAY LEADING TO THE
 AB1920'DOUBLE-WIDE MOBILE HOME WITH A BRICK FOUNDATION.  RECOVERED BY D.J.
 AB1920'NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1921 ***********************************************************************
 AB1921  DESIGNATION -  15 151
 AB1921  PID         -  AB1921
 AB1921  STATE/COUNTY-  SC/COLLETON
 AB1921  USGS QUAD   -  ISLANDTON (1988)
 AB1921
 AB1921                         *CURRENT SURVEY CONTROL
 AB1921  ___________________________________________________________________
 AB1921* NAD 83(2001)-  32 59 30.19862(N)    080 53 05.52865(W)     ADJUSTED  
 AB1921* NAVD 88     -        21.608  (meters)      70.89   (feet)  ADJUSTED  
 AB1921  ___________________________________________________________________
 AB1921  X           -     848,327.484 (meters)                     COMP
 AB1921  Y           -  -5,287,343.989 (meters)                     COMP
 AB1921  Z           -   3,453,183.260 (meters)                     COMP
 AB1921  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AB1921  ELLIP HEIGHT-          -9.87  (meters)          (05/04/06) GPS OBS
 AB1921  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 AB1921  DYNAMIC HT  -          21.584 (meters)      70.81  (feet)  COMP
 AB1921  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 AB1921
 AB1921  HORZ ORDER  -  FIRST
 AB1921  VERT ORDER  -  FIRST     CLASS II
 AB1921  ELLP ORDER  -  FOURTH    CLASS II
 AB1921
 AB1921.The horizontal coordinates were established by GPS observations
 AB1921.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 AB1921
 AB1921.The orthometric height was determined by differential leveling
 AB1921.and adjusted by the National Geodetic Survey in September 1998..
 AB1921
 AB1921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1921
 AB1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1921
 AB1921.The ellipsoidal height was determined by GPS observations
 AB1921.and is referenced to NAD 83.
 AB1921
 AB1921.The geoid height was determined by GEOID03.
 AB1921
 AB1921.The dynamic height is computed by dividing the NAVD 88
 AB1921.geopotential number by the normal gravity value computed on the
 AB1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1921.degrees latitude (g = 980.6199 gals.).
 AB1921
 AB1921.The modeled gravity was interpolated from observed gravity values.
 AB1921
 AB1921;                    North         East     Units Scale Factor Converg.
 AB1921;SPC SC       -   128,470.661   620,358.885   MT  0.99986307   +0 03 49.8
 AB1921;SPC SC       -   421,491.67  2,035,298.18   iFT  0.99986307   +0 03 49.8
 AB1921;UTM  17      - 3,650,375.111   510,756.059   MT  0.99960143   +0 03 45.7
 AB1921
 AB1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1921!SPC SC       -   1.00000155  x   0.99986307  =   0.99986462
 AB1921!UTM  17      -   1.00000155  x   0.99960143  =   0.99960298
 AB1921
 AB1921                          SUPERSEDED SURVEY CONTROL
 AB1921
 AB1921  NAVD 88 (05/04/06)   21.61   (m)           70.9    (f) LEVELING    3  
 AB1921
 AB1921.Superseded values are not recommended for survey control.
 AB1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1921.See file dsdata.txt to determine how the superseded data were derived.
 AB1921
 AB1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS1075650375(NAD 83)
 AB1921_MARKER: DD = SURVEY DISK
 AB1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1921_STAMPING: 15 151 1995
 AB1921_MARK LOGO: SCGS  
 AB1921_PROJECTION: FLUSH
 AB1921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1921+STABILITY: SURFACE MOTION
 AB1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1921+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1921
 AB1921  HISTORY     - Date     Condition        Report By
 AB1921  HISTORY     - 1995     MONUMENTED       SCGS
 AB1921  HISTORY     - 20050801 GOOD             SCGS
 AB1921
 AB1921                          STATION DESCRIPTION
 AB1921
 AB1921'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1921'STATION IS LOCATED 6.6 MILES (10.6 KM) SOUTHEAST OF LODGE.
 AB1921'OWNERSHIP--PONDS, ROUTE 2, BOX 551, LODGE, SC 29082.  TO REACH THE
 AB1921'STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 212, 7.9 MILES
 AB1921'(12.7 KM) SOUTHEAST OF LODGE, GO NORTH NORTHWEST ON HIGHWAY 64 FOR
 AB1921'1.55 MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD 27, TURN LEFT ON
 AB1921'ROAD 27 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1921'POWER POLE IN THE SIDE YARD OF A MOBILE HOME.  STATION IS A CONCRETE
 AB1921'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 39.7 FEET (12.1 M)
 AB1921'NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE MOBILE HOME, 5.4 FEET
 AB1921'(1.6 M) NORTH NORTHWEST OF THE POWER POLE WITH A TRANSFORMER, SECURITY
 AB1921'LIGHT AND A GUY WIRE, 97.1 FEET (29.6 M) WEST NORTHWEST OF THE CENTER
 AB1921'OF THE ROAD, 79.0 FEET (24.1 M) WEST OF THE NORTHWEST END OF A
 AB1921'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A GRASSY DRIVEWAY.  DESCRIBED
 AB1921'BY R.W.  ROBERTS.
 AB1921
 AB1921                          STATION RECOVERY (2005)
 AB1921
 AB1921'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1921'STATION IS LOCATED 6.6 MI (10.62 KM) SOUTHEAST OF LODGE, 14.0 MI
 AB1921'(22.53 KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--JOSEPH PONDS, 192
 AB1921'CROSS SWAMP ROAD, LODGE, SC 29082. TO REACH THE STATION FROM THE
 AB1921'JUNCTION OF STATE HIGHWAYS 64 (BELLS HIGHWAY) AND 212 (WILLIAMS ROAD),
 AB1921'12.45 MI (20.04 KM) WEST NORTHWEST OF WALTERBORO, GO WEST NORTHWEST ON
 AB1921'HIGHWAY 64 FOR 1.55 MI (2.49 KM) TO THE JUNCTION OF STATE ROAD 27
 AB1921'(CARTERS FORD ROAD RIGHT AND CROSS SWAMP ROAD LEFT), TURN LEFT ON ROAD
 AB1921'27 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT IN THE FRONT YARD
 AB1921'OF A TWO STORY WOOD-SIDED HOUSE NUMBER 192. STATION IS A CONCRETE POST
 AB1921'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 97.4 FT (29.7 M) WEST
 AB1921'NORTHWEST OF THE CENTER OF THE ROAD, 76.4 FT (23.3 M) EAST OF THE EAST
 AB1921'CORNER OF THE BRICK FOUNDATION OF THE FRONT PORCH, 57.3 FT (17.5 M)
 AB1921'EAST NORTHEAST OF A 2.0-FOOT PECAN TREE NEAR THE FRONT OF THE HOUSE,
 AB1921'95.8 FT (29.2 M) SOUTHEAST OF THE EAST CORNER OF AN ATTACHED GARAGE,
 AB1921'139.5 FT (42.5 M) SOUTH SOUTHEAST OF A POWER POLE WITH A TRANSFORMER,
 AB1921'SECURITY LIGHT AND GUY WIRE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1922 ***********************************************************************
 AB1922  DESIGNATION -  15 152
 AB1922  PID         -  AB1922
 AB1922  STATE/COUNTY-  SC/COLLETON
 AB1922  USGS QUAD   -  ISLANDTON (1988)
 AB1922
 AB1922                         *CURRENT SURVEY CONTROL
 AB1922  ___________________________________________________________________
 AB1922* NAD 83(1986)-  32 59 59.     (N)    080 53 53.     (W)     SCALED    
 AB1922* NAVD 88     -        20.246  (meters)      66.42   (feet)  ADJUSTED  
 AB1922  ___________________________________________________________________
 AB1922  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 AB1922  DYNAMIC HT  -          20.224 (meters)      66.35  (feet)  COMP
 AB1922  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 AB1922
 AB1922  VERT ORDER  -  FIRST     CLASS II
 AB1922
 AB1922.The horizontal coordinates were scaled from a topographic map and have
 AB1922.an estimated accuracy of +/- 6 seconds.
 AB1922
 AB1922.The orthometric height was determined by differential leveling
 AB1922.and adjusted by the National Geodetic Survey in September 1998..
 AB1922
 AB1922.The geoid height was determined by GEOID03.
 AB1922
 AB1922.The dynamic height is computed by dividing the NAVD 88
 AB1922.geopotential number by the normal gravity value computed on the
 AB1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1922.degrees latitude (g = 980.6199 gals.).
 AB1922
 AB1922.The modeled gravity was interpolated from observed gravity values.
 AB1922
 AB1922;                    North         East    Units  Estimated Accuracy
 AB1922;SPC SC       -   129,360.      619,130.      MT  (+/- 180 meters Scaled)
 AB1922
 AB1922                          SUPERSEDED SURVEY CONTROL
 AB1922
 AB1922.No superseded survey control is available for this station.
 AB1922
 AB1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS095512(NAD 83)
 AB1922_MARKER: DD = SURVEY DISK
 AB1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1922_STAMPING: 15 152 1995
 AB1922_MARK LOGO: SCGS  
 AB1922_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1922+STABILITY: SURFACE MOTION
 AB1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1922+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1922
 AB1922  HISTORY     - Date     Condition        Report By
 AB1922  HISTORY     - 1995     MONUMENTED       SCGS
 AB1922  HISTORY     - 20050801 GOOD             SCGS
 AB1922
 AB1922                          STATION DESCRIPTION
 AB1922
 AB1922'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1922'STATION IS LOCATED 5.7 MILES (9.2 KM) SOUTHEAST OF LODGE.
 AB1922'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1922'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1922'JUNCTION OF STATE HIGHWAYS 64 AND 212, 7.9 MILES (12.7 KM) SOUTHEAST
 AB1922'OF LODGE, GO NORTH NORTHWEST ON HIGHWAY 64 FOR 2.5 MILES (4.0 KM) TO
 AB1922'THE STATION NEAR A POWER POLE IN THE WEST ANGLE OF THE JUNCTION OF
 AB1922'STATE ROAD 42.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1922'LEVEL WITH THE ROAD, 23.3 FEET (7.1 M) NORTH NORTHWEST OF THE CENTER
 AB1922'OF THE ROAD, 147.5 WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.6
 AB1922'FEET (1.1 M) WEST NORTHWEST OF THE POWER POLE WITH A SCGS REFERENCE
 AB1922'WASHER ATTACHED, 70.5 FEET (21.5 M) WEST OF THE NORTHWEST END OF A
 AB1922'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 21.3 FEET (6.5 M)
 AB1922'EAST OF A TELEPHONE JUNCTION BOX SUPPORT POST 5/0/A/D1, 4.0 FEET (1.2
 AB1922'M) WEST NORTHWEST OF A WITNESS POST. DESCRIBED BY R.W.  ROBERTS.
 AB1922
 AB1922                          STATION RECOVERY (2005)
 AB1922
 AB1922'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1922'STATION IS LOCATED 5.7 MI (9.17 KM) SOUTHEAST OF LODGE, 14.9 MI (23.98
 AB1922'KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1922'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AB1922'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 (BELLS
 AB1922'HIGHWAY) AND 212 (WILLIAMS ROAD), 12.45 MI (20.04 KM) WEST NORTHWEST
 AB1922'OF WALTERBORO, GO WEST NORTHWEST ON HIGHWAY 64 FOR 2.45 MI (3.94 KM)
 AB1922'TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE WEST ANGLE OF THE
 AB1922'JUNCTION OF STATE ROAD 42 (CAYCE ROAD). STATION IS A CONCRETE POST
 AB1922'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 22.8 FT (6.9 M) NORTH
 AB1922'OF THE CENTER OF THE ROAD, 152.0 FT (46.3 M) WEST SOUTHWEST OF THE
 AB1922'CENTER OF THE HIGHWAY, 3.1 FT (0.9 M) WEST NORTHWEST OF THE POWER POLE
 AB1922'WITH A SCGS REFERENCE WASHER ATTACHED, 21.0 FT (6.4 M) EAST SOUTHEAST
 AB1922'OF A TELEPHONE JUNCTION BOX D/1, 3.6 FT (1.1 M) WEST NORTHWEST OF A
 AB1922'WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1923 ***********************************************************************
 AB1923  DESIGNATION -  15 153
 AB1923  PID         -  AB1923
 AB1923  STATE/COUNTY-  SC/COLLETON
 AB1923  USGS QUAD   -  LODGE (1982)
 AB1923
 AB1923                         *CURRENT SURVEY CONTROL
 AB1923  ___________________________________________________________________
 AB1923* NAD 83(1986)-  33 00 37.     (N)    080 54 40.     (W)     SCALED    
 AB1923* NAVD 88     -        23.727  (meters)      77.84   (feet)  ADJUSTED  
 AB1923  ___________________________________________________________________
 AB1923  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 AB1923  DYNAMIC HT  -          23.701 (meters)      77.76  (feet)  COMP
 AB1923  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 AB1923
 AB1923  VERT ORDER  -  FIRST     CLASS II
 AB1923
 AB1923.The horizontal coordinates were scaled from a topographic map and have
 AB1923.an estimated accuracy of +/- 6 seconds.
 AB1923
 AB1923.The orthometric height was determined by differential leveling
 AB1923.and adjusted by the National Geodetic Survey in September 1998..
 AB1923
 AB1923.The geoid height was determined by GEOID03.
 AB1923
 AB1923.The dynamic height is computed by dividing the NAVD 88
 AB1923.geopotential number by the normal gravity value computed on the
 AB1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1923.degrees latitude (g = 980.6199 gals.).
 AB1923
 AB1923.The modeled gravity was interpolated from observed gravity values.
 AB1923
 AB1923;                    North         East    Units  Estimated Accuracy
 AB1923;SPC SC       -   130,530.      617,910.      MT  (+/- 180 meters Scaled)
 AB1923
 AB1923                          SUPERSEDED SURVEY CONTROL
 AB1923
 AB1923.No superseded survey control is available for this station.
 AB1923
 AB1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS083524(NAD 83)
 AB1923_MARKER: DD = SURVEY DISK
 AB1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1923_STAMPING: 15 153 1995
 AB1923_MARK LOGO: SCGS  
 AB1923_PROJECTION: FLUSH
 AB1923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1923+STABILITY: SURFACE MOTION
 AB1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1923+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1923
 AB1923  HISTORY     - Date     Condition        Report By
 AB1923  HISTORY     - 1995     MONUMENTED       SCGS
 AB1923  HISTORY     - 20050801 GOOD             SCGS
 AB1923
 AB1923                          STATION DESCRIPTION
 AB1923
 AB1923'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1923'STATION IS LOCATED 4.7 MILES (7.6 KM) SOUTHEAST OF LODGE.
 AB1923'OWNERSHIP--LOUIS CAUGHMAN, PHONE 803-866-2506.  TO REACH THE STATION
 AB1923'FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 641, 2.6 MILES (4.2 KM)
 AB1923'SOUTH SOUTHEAST OF LODGE, GO SOUTHEAST ON HIGHWAY 64 FOR 1.5 MILES
 AB1923'(2.4 KM) TO THE JUNCTION OF STATE ROAD 412, CONTINUE ON HIGHWAY 64 FOR
 AB1923'0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE BEHIND
 AB1923'A CHAIN LINK FENCE IN THE FRONT YARD OF A MOBILE HOME. STATION IS A
 AB1923'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE
 AB1923'HIGHWAY, 48.4 FEET (14.8 M) NORTHEAST OF THE CENTER OF THE HIGHWAY,
 AB1923'81.6 FEET (24.9 M) SOUTHWEST OF THE WEST CORNER OF THE CINDERBLOCK
 AB1923'FOUNDATION OF THE MOBILE HOME, 4.2 FEET (1.3 M) NORTH NORTHEAST OF THE
 AB1923'POWER POLE WITH A TRANSFORMER, GUY WIRE, AND A SCGS REFERENCE WASHER
 AB1923'ATTACHED, 25.2 FEET (7.7 M) EAST OF THE SOUTHEAST END OF A 1.2-FOOT
 AB1923'CONCRETE PIPE CULVERT BENEATH THE GRASSY DRIVEWAY. DESCRIBED BY R.W.
 AB1923'ROBERTS.
 AB1923
 AB1923                          STATION RECOVERY (2005)
 AB1923
 AB1923'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1923'STATION IS LOCATED 4.6 MI (7.4 KM) SOUTH SOUTHEAST OF LODGE, 18.0 MI
 AB1923'(28.97 KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--MRS.  CAUGHMAN,
 AB1923'16254 HIGHWAY 64, LODGE, SC 29082.   TO REACH THE STATION FROM THE
 AB1923'JUNCTION OF STATE HIGHWAYS 64 (BELLS HIGHWAY) AND 641, 2.7 MILES (4.2
 AB1923'KM) SOUTH SOUTHEAST OF LODGE, GO SOUTHEAST ON HIGHWAY 64 FOR 2.15 MI
 AB1923'(3.46 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE FRONT
 AB1923'YARD OF A MOBILE HOME NUMBER 16254. STATION IS A CONCRETE POST FLUSH
 AB1923'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 48.0 FT (14.6 M) NORTHEAST
 AB1923'OF THE CENTER OF THE HIGHWAY, 4.2 FT (1.3 M) NORTH NORTHEAST OF THE
 AB1923'POWER POLE WITH A TRANSFORMER AND GUY WIRE, 34.5 FT (10.5 M) WEST
 AB1923'NORTHWEST OF A 2.0-FOOT PINE TREE IN THE YARD, 81.2 FT (24.7 M)
 AB1923'SOUTHWEST OF THE WEST CORNER OF THE CONCRETE BLOCK FOUNDATION OF THE
 AB1923'MOBILE HOME. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1924 ***********************************************************************
 AB1924  DESIGNATION -  15 154
 AB1924  PID         -  AB1924
 AB1924  STATE/COUNTY-  SC/COLLETON
 AB1924  USGS QUAD   -  LODGE (1982)
 AB1924
 AB1924                         *CURRENT SURVEY CONTROL
 AB1924  ___________________________________________________________________
 AB1924* NAD 83(1986)-  33 01 03.     (N)    080 55 35.     (W)     SCALED    
 AB1924* NAVD 88     -        31.676  (meters)     103.92   (feet)  ADJUSTED  
 AB1924  ___________________________________________________________________
 AB1924  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AB1924  DYNAMIC HT  -          31.642 (meters)     103.81  (feet)  COMP
 AB1924  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 AB1924
 AB1924  VERT ORDER  -  FIRST     CLASS II
 AB1924
 AB1924.The horizontal coordinates were scaled from a topographic map and have
 AB1924.an estimated accuracy of +/- 6 seconds.
 AB1924
 AB1924.The orthometric height was determined by differential leveling
 AB1924.and adjusted by the National Geodetic Survey in September 1998..
 AB1924
 AB1924.The geoid height was determined by GEOID03.
 AB1924
 AB1924.The dynamic height is computed by dividing the NAVD 88
 AB1924.geopotential number by the normal gravity value computed on the
 AB1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1924.degrees latitude (g = 980.6199 gals.).
 AB1924
 AB1924.The modeled gravity was interpolated from observed gravity values.
 AB1924
 AB1924;                    North         East    Units  Estimated Accuracy
 AB1924;SPC SC       -   131,330.      616,480.      MT  (+/- 180 meters Scaled)
 AB1924
 AB1924                          SUPERSEDED SURVEY CONTROL
 AB1924
 AB1924.No superseded survey control is available for this station.
 AB1924
 AB1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS068532(NAD 83)
 AB1924_MARKER: DD = SURVEY DISK
 AB1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1924_STAMPING: 15 154 1995
 AB1924_MARK LOGO: SCGS  
 AB1924_PROJECTION: FLUSH
 AB1924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1924+STABILITY: SURFACE MOTION
 AB1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1924+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1924
 AB1924  HISTORY     - Date     Condition        Report By
 AB1924  HISTORY     - 1995     MONUMENTED       SCGS
 AB1924  HISTORY     - 20050801 GOOD             SCGS
 AB1924
 AB1924                          STATION DESCRIPTION
 AB1924
 AB1924'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1924'STATION IS LOCATED 3.8 MILES (6.1 KM) SOUTHEAST OF LODGE.
 AB1924'OWNERSHIP--ROBERT BELL, ROUTE 2, BOX 75, LODGE, SC 29082.  TO REACH
 AB1924'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 641, 2.6 MILES
 AB1924'(4.2 KM) SOUTH SOUTHEAST OF LODGE, GO SOUTHEAST ON HIGHWAY 64 FOR 0.7
 AB1924'MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 328, CONTINUE ON HIGHWAY
 AB1924'64 FOR 0.5 MILE (0.8 KM) TO A GRAVEL DRIVEWAY RIGHT, TURN RIGHT ON THE
 AB1924'DRIVEWAY FOR 0.1 MILE (0.2 KM) TO DRIVEWAYS LEADING LEFT TO A BRICK
 AB1924'HOUSE AND RIGHT TO A VINYL-SIDED HOUSE, TURN RIGHT ON THE DRIVEWAY TO
 AB1924'THE STATION IN A WOODED AREA IN THE SIDE YARD OF THE HOUSE.  STATION
 AB1924'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY,
 AB1924'49.1 FEET (15.0 M) NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE
 AB1924'WASHER ATTACHED, 51.2 FEET (15.6 M) EAST OF THE EAST CORNER OF THE
 AB1924'BRICK FOUNDATION OF THE HOUSE, 58.2 FEET (17.7 M) WEST NORTHWEST OF
 AB1924'THE EXTENDED CENTER OF THE MAIN DRIVEWAY, 67.7 FEET (20.6 M) WEST
 AB1924'SOUTHWEST OF A WIRE FENCE CORNER.  DESCRIBED BY R.W. ROBERTS.
 AB1924
 AB1924                          STATION RECOVERY (2005)
 AB1924
 AB1924'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1924'STATION IS LOCATED 3.8 MI (6.12 KM) SOUTH SOUTHEAST OF LODGE, 16.9 MI
 AB1924'(27.2 KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--MRS.  BELL, 114
 AB1924'REE LANE, LODGE, SC 29082. TO REACH THE STATION FROM THE JUNCTION OF
 AB1924'STATE HIGHWAYS 64 (BELLS HIGHWAY) AND 641, 2.7 MILES (4.2 KM) SOUTH
 AB1924'SOUTHEAST OF LODGE, GO SOUTHEAST ON HIGHWAY 64 FOR 1.15 MI (1.85 KM)
 AB1924'TO A GRAVEL ROAD RIGHT (REE LANE), TURN RIGHT ON THE GRAVEL ROAD FOR
 AB1924'0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT AT THE EDGE OF A WOODED
 AB1924'AREA BETWEEN TWO BRICK HOUSES. STATION IS A CONCRETE POST FLUSH WITH
 AB1924'THE GROUND AND LEVEL WITH THE DRIVEWAY, 9.8 FT (3.0 M) SOUTH SOUTHWEST
 AB1924'OF THE CENTER OF AN UNPAVED DRIVEWAY LEADING TO BRICK HOUSE NUMBER
 AB1924'114, 51.0 FT (50.3 M) EAST OF THE EAST CORNER OF THE HOUSE NUMBER 114,
 AB1924'13.7 FT (38.9 M) EAST SOUTHEAST OF A 2.0-FOOT OAK TREE, 57.5 FT (17.5
 AB1924'M) NORTHWEST OF THE CENTER OF REE LANE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1925 ***********************************************************************
 AB1925  DESIGNATION -  15 155
 AB1925  PID         -  AB1925
 AB1925  STATE/COUNTY-  SC/COLLETON
 AB1925  USGS QUAD   -  LODGE (1982)
 AB1925
 AB1925                         *CURRENT SURVEY CONTROL
 AB1925  ___________________________________________________________________
 AB1925* NAD 83(1986)-  33 01 53.     (N)    080 56 27.     (W)     SCALED    
 AB1925* NAVD 88     -        27.093  (meters)      88.89   (feet)  ADJUSTED  
 AB1925  ___________________________________________________________________
 AB1925  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 AB1925  DYNAMIC HT  -          27.064 (meters)      88.79  (feet)  COMP
 AB1925  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 AB1925
 AB1925  VERT ORDER  -  FIRST     CLASS II
 AB1925
 AB1925.The horizontal coordinates were scaled from a topographic map and have
 AB1925.an estimated accuracy of +/- 6 seconds.
 AB1925
 AB1925.The orthometric height was determined by differential leveling
 AB1925.and adjusted by the National Geodetic Survey in September 1998..
 AB1925
 AB1925.The geoid height was determined by GEOID03.
 AB1925
 AB1925.The dynamic height is computed by dividing the NAVD 88
 AB1925.geopotential number by the normal gravity value computed on the
 AB1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1925.degrees latitude (g = 980.6199 gals.).
 AB1925
 AB1925.The modeled gravity was interpolated from observed gravity values.
 AB1925
 AB1925;                    North         East    Units  Estimated Accuracy
 AB1925;SPC SC       -   132,870.      615,130.      MT  (+/- 180 meters Scaled)
 AB1925
 AB1925                          SUPERSEDED SURVEY CONTROL
 AB1925
 AB1925.No superseded survey control is available for this station.
 AB1925
 AB1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS055547(NAD 83)
 AB1925_MARKER: DD = SURVEY DISK
 AB1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1925_STAMPING: 15 155 1995
 AB1925_MARK LOGO: SCGS  
 AB1925_PROJECTION: RECESSED 5 CENTIMETERS
 AB1925_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1925+STABILITY: SURFACE MOTION
 AB1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1925+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1925
 AB1925  HISTORY     - Date     Condition        Report By
 AB1925  HISTORY     - 1995     MONUMENTED       SCGS
 AB1925  HISTORY     - 20050801 GOOD             SCGS
 AB1925
 AB1925                          STATION DESCRIPTION
 AB1925
 AB1925'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1925'STATION IS LOCATED NEAR A WOOD SIGN FOR THE WILLOW SWAMP WATERSHED IN
 AB1925'THE VEE OF THE JUNCTION OF STATE HIGHWAYS 64 AND 641, 2.6 MILES (4.2
 AB1925'KM) SOUTH SOUTHEAST OF LODGE.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1925'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1925'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1925'0.5 FOOT (15.2 CM) ABOVE THE HIGHWAYS, 60.0 FEET (18.3 M) SOUTHWEST OF
 AB1925'THE CENTER OF HIGHWAY 64, 56.5 FEET (17.2 M) NORTH NORTHEAST OF THE
 AB1925'CENTER OF HIGHWAY 641, 3.6 FEET (1.1 M) EAST SOUTHEAST OF THE
 AB1925'SOUTHWEST LEG OF THE WOOD SIGN WITH A SCGS REFERENCE WASHER ATTACHED,
 AB1925'48.3 FEET (14.7 M) NORTHWEST OF A HIGHWAY ACCESS LANE, 14.2 FEET (4.3
 AB1925'M) SOUTH SOUTHWEST OF A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1925
 AB1925                          STATION RECOVERY (2005)
 AB1925
 AB1925'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1925'STATION IS LOCATED NEAR A LARGE WOODEN SIGN IN THE NORTHWEST ANGLE OF
 AB1925'THE JUNCTION OF STATE HIGHWAYS 64 (BELLS HIGHWAY) AND 641, 2.6 MI
 AB1925'(1035.78 KM) SOUTH SOUTHEAST OF LODGE, 18.0 MI (28.97 KM) WEST
 AB1925'NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1925'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AB1925'STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1 M) AND 0.5 FOOT ABOVE
 AB1925'THE HIGHWAY, 51.8 FT (15.8 M) NORTH NORTHEAST OF THE CENTER OF HIGHWAY
 AB1925'641, 60.2 FT (213.7 M) SOUTHWEST OF THE CENTER OF HIGHWAY 64, 46.6 FT
 AB1925'(33.7 M) NORTHWEST OF THE CENTER OF A PAVED CROSSOVER LANE, 3.8 FT
 AB1925'(1.2 M) EAST OF THE SOUTHWEST LEG OF A WOODEN SIGN FOR WILLOW SWAMP
 AB1925'WATERSHED, 14.0 FT (4.3 M) SOUTH SOUTHWEST OF A WITNESS POST.
 AB1925'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1926 ***********************************************************************
 AB1926  DESIGNATION -  15 156
 AB1926  PID         -  AB1926
 AB1926  STATE/COUNTY-  SC/COLLETON
 AB1926  USGS QUAD   -  LODGE (1982)
 AB1926
 AB1926                         *CURRENT SURVEY CONTROL
 AB1926  ___________________________________________________________________
 AB1926* NAD 83(1986)-  33 01 42.     (N)    080 57 47.     (W)     SCALED    
 AB1926* NAVD 88     -        28.243  (meters)      92.66   (feet)  ADJUSTED  
 AB1926  ___________________________________________________________________
 AB1926  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 AB1926  DYNAMIC HT  -          28.213 (meters)      92.56  (feet)  COMP
 AB1926  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 AB1926
 AB1926  VERT ORDER  -  FIRST     CLASS II
 AB1926
 AB1926.The horizontal coordinates were scaled from a topographic map and have
 AB1926.an estimated accuracy of +/- 6 seconds.
 AB1926
 AB1926.The orthometric height was determined by differential leveling
 AB1926.and adjusted by the National Geodetic Survey in September 1998..
 AB1926
 AB1926.The geoid height was determined by GEOID03.
 AB1926
 AB1926.The dynamic height is computed by dividing the NAVD 88
 AB1926.geopotential number by the normal gravity value computed on the
 AB1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1926.degrees latitude (g = 980.6199 gals.).
 AB1926
 AB1926.The modeled gravity was interpolated from observed gravity values.
 AB1926
 AB1926;                    North         East    Units  Estimated Accuracy
 AB1926;SPC SC       -   132,530.      613,050.      MT  (+/- 180 meters Scaled)
 AB1926
 AB1926                          SUPERSEDED SURVEY CONTROL
 AB1926
 AB1926.No superseded survey control is available for this station.
 AB1926
 AB1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS034544(NAD 83)
 AB1926_MARKER: DD = SURVEY DISK
 AB1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1926_STAMPING: 15 156 1995
 AB1926_MARK LOGO: SCGS  
 AB1926_PROJECTION: RECESSED 13 CENTIMETERS
 AB1926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1926+STABILITY: SURFACE MOTION
 AB1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1926+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1926
 AB1926  HISTORY     - Date     Condition        Report By
 AB1926  HISTORY     - 1995     MONUMENTED       SCGS
 AB1926  HISTORY     - 20050801 GOOD             SCGS
 AB1926
 AB1926                          STATION DESCRIPTION
 AB1926
 AB1926'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1926'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTH SOUTHWEST OF LODGE.
 AB1926'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1926'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1926'JUNCTION OF STATE HIGHWAYS 64 AND 641, 2.6 MILES (4.2 KM) SOUTH
 AB1926'SOUTHEAST OF LODGE, GO NORTHWEST ON HIGHWAY 641 FOR 1.1 MILES (1.8 KM)
 AB1926'TO THE JUNCTION OF STATE ROAD 101, CONTINUE ON HIGHWAY 641 FOR 0.3
 AB1926'MILE (0.5 KM) TO THE STATION NEAR THE WOODS LINE IN THE SOUTHWEST
 AB1926'ANGLE OF A SAND ROAD LEFT, 0.8 MILE (1.3 KM) EAST OF THE JUNCTION OF
 AB1926'STATE ROAD 18.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1926'0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 31.4 FEET (9.6 M) SOUTH OF THE
 AB1926'CENTER OF THE HIGHWAY, 12.9 FEET (3.9 M) EAST SOUTHEAST OF A 0.8-FOOT
 AB1926'OAK TREE WITH A TRIANGULAR BLAZE, 9.8 FEET (3.0 M) WEST NORTHWEST OF A
 AB1926'PROPERTY CORNER IRON, 22.7 FEET (6.9 M) NORTHEAST OF A WOOD AND WIRE
 AB1926'FENCE CORNER POST WITH A SCGS REFERENCE WASHER ATTACHED, 37.3 FEET
 AB1926'(11.4 M) WEST OF THE CENTER OF THE SAND ROAD, 1.8 FEET (0.5 M)
 AB1926'NORTHEAST OF A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1926
 AB1926                          STATION RECOVERY (2005)
 AB1926
 AB1926'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1926'STATION IS LOCATED 2.8 MI (4.51 KM) SOUTH-SOUTHWEST OF LODGE, 19.2 MI
 AB1926'(30.9 KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1926'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AB1926'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 (BELLS
 AB1926'HIGHWAY) AND 641, 2.7 MILES (4.2 KM) SOUTH SOUTHEAST OF LODGE, GO WEST
 AB1926'NORTHWEST ON HIGHWAY 641 FOR 1.4 MI (2.25 KM) TO THE STATION ON THE
 AB1926'LEFT AT THE EDGE OF A WOODED AREA IN THE SOUTHWEST ANGLE OF A SAND
 AB1926'ROAD LEFT LEADING TO HOUSE NUMBER 1411. STATION IS A CONCRETE POST
 AB1926'RECESSED 0.4 FT (0.1 M) AND LEVEL WITH THE HIGHWAY, 31.7 FT (9.7 M)
 AB1926'SOUTH OF THE CENTER OF THE HIGHWAY, 34.4 FT (10.5 M) WEST OF THE
 AB1926'CENTER OF THE SAND ROAD, 9.4 FT (2.9 M) WEST NORTHWEST OF A METAL
 AB1926'PROPERTY CORNER MARKER, 13.2 FT (4.0 M) EAST OF A 1.5-FOOT OAK TREE,
 AB1926'18.8 FT (5.7 M) WEST NORTHWEST OF A 1.3-FOOT PINE TREE, 1.8 FT (0.5 M)
 AB1926'NORTHEAST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1927 ***********************************************************************
 AB1927  DESIGNATION -  15 157
 AB1927  PID         -  AB1927
 AB1927  STATE/COUNTY-  SC/COLLETON
 AB1927  USGS QUAD   -  LODGE (1982)
 AB1927
 AB1927                         *CURRENT SURVEY CONTROL
 AB1927  ___________________________________________________________________
 AB1927* NAD 83(2001)-  33 01 44.63635(N)    080 58 37.04735(W)     ADJUSTED  
 AB1927* NAVD 88     -        31.199  (meters)     102.36   (feet)  ADJUSTED  
 AB1927  ___________________________________________________________________
 AB1927  X           -     839,475.729 (meters)                     COMP
 AB1927  Y           -  -5,286,480.246 (meters)                     COMP
 AB1927  Z           -   3,456,661.551 (meters)                     COMP
 AB1927  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AB1927  ELLIP HEIGHT-          -0.21  (meters)          (05/04/06) GPS OBS
 AB1927  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 AB1927  DYNAMIC HT  -          31.165 (meters)     102.25  (feet)  COMP
 AB1927  MODELED GRAV-     979,549.9   (mgal)                       NAVD 88
 AB1927
 AB1927  HORZ ORDER  -  FIRST
 AB1927  VERT ORDER  -  FIRST     CLASS II
 AB1927  ELLP ORDER  -  FOURTH    CLASS II
 AB1927
 AB1927.The horizontal coordinates were established by GPS observations
 AB1927.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 AB1927
 AB1927.The orthometric height was determined by differential leveling
 AB1927.and adjusted by the National Geodetic Survey in September 1998..
 AB1927
 AB1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1927
 AB1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1927
 AB1927.The ellipsoidal height was determined by GPS observations
 AB1927.and is referenced to NAD 83.
 AB1927
 AB1927.The geoid height was determined by GEOID03.
 AB1927
 AB1927.The dynamic height is computed by dividing the NAVD 88
 AB1927.geopotential number by the normal gravity value computed on the
 AB1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1927.degrees latitude (g = 980.6199 gals.).
 AB1927
 AB1927.The modeled gravity was interpolated from observed gravity values.
 AB1927
 AB1927;                    North         East     Units Scale Factor Converg.
 AB1927;SPC SC       -   132,605.928   611,752.370   MT  0.99985564   +0 00 46.0
 AB1927;SPC SC       -   435,058.82  2,007,061.58   iFT  0.99985564   +0 00 46.0
 AB1927;UTM  17      - 3,654,509.408   502,151.819   MT  0.99960006   +0 00 45.2
 AB1927
 AB1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1927!SPC SC       -   1.00000003  x   0.99985564  =   0.99985567
 AB1927!UTM  17      -   1.00000003  x   0.99960006  =   0.99960009
 AB1927
 AB1927                          SUPERSEDED SURVEY CONTROL
 AB1927
 AB1927  NAVD 88 (05/04/06)   31.20   (m)          102.4    (f) LEVELING    3  
 AB1927
 AB1927.Superseded values are not recommended for survey control.
 AB1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1927.See file dsdata.txt to determine how the superseded data were derived.
 AB1927
 AB1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS0215254509(NAD 83)
 AB1927_MARKER: DD = SURVEY DISK
 AB1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1927_STAMPING: 15 157 1995
 AB1927_MARK LOGO: SCGS  
 AB1927_PROJECTION: FLUSH
 AB1927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1927+STABILITY: SURFACE MOTION
 AB1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1927+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1927
 AB1927  HISTORY     - Date     Condition        Report By
 AB1927  HISTORY     - 1995     MONUMENTED       SCGS
 AB1927  HISTORY     - 20050801 GOOD             SCGS
 AB1927
 AB1927                          STATION DESCRIPTION
 AB1927
 AB1927'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1927'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTH SOUTHWEST OF LODGE.
 AB1927'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1927'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1927'JUNCTION OF STATE HIGHWAYS 64 AND 641, 2.6 MILES (4.2 KM) SOUTH
 AB1927'SOUTHEAST OF LODGE, GO NORTHWEST ON HIGHWAY 641 FOR 2.2 MILES (3.5 KM)
 AB1927'TO THE STATION NEAR A POWER POLE IN A GRASSY FIELD WITH THREE SILOS IN
 AB1927'THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 18. STATION IS A
 AB1927'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE ROAD
 AB1927'18, 213.6 FEET (65.1 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 AB1927'24.6 FEET (7.5 M) WEST NORTHWEST OF THE CENTER OF ROAD 18, 5.1 FEET
 AB1927'(1.6 M) NORTH NORTHEAST OF THE POWER POLE WITH A SCGS REFERENCE WASHER
 AB1927'ATTACHED, 297.1 FEET (90.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AB1927'NORTHEAST MOST ONE OF THREE GRAIN ELEVATORS (SILOS) , 5.3 FEET (1.6 M)
 AB1927'NORTH NORTHEAST OF A WITNESS POST. DESCRIBED BY R.W.  ROBERTS.
 AB1927
 AB1927                          STATION RECOVERY (2005)
 AB1927
 AB1927'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1927'STATION IS LOCATED 3.0 MI (4.83 KM) SOUTH-SOUTHWEST OF LODGE, 19.9 MI
 AB1927'(32.03 KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 AB1927'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1927'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB1927'HIGHWAYS 64 (BELLS HIGHWAY) AND 641, 2.6 MILES (4.2 KM) SOUTH
 AB1927'SOUTHEAST OF LODGE, GO WEST NORTHWEST ON HIGHWAY 641 FOR 2.2 MILES
 AB1927'(3.5 KM) TO THE JUNCTION OF STATE ROAD 18 (ASHTON ROAD), TURN RIGHT ON
 AB1927'ROAD 18 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER
 AB1927'POLE AT THE EDGE OF AN OPEN FIELD WITH THREE LARGE SILOS. STATION IS A
 AB1927'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 24.8 FT
 AB1927'(7.6 M) WEST OF THE CENTER OF THE ROAD, 5.0 FT (1.5 M) NORTH NORTHEAST
 AB1927'OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 5.2 FT (1.6
 AB1927'M) NORTH NORTHEAST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1928 ***********************************************************************
 AB1928  DESIGNATION -  15 158
 AB1928  PID         -  AB1928
 AB1928  STATE/COUNTY-  SC/COLLETON
 AB1928  USGS QUAD   -  LODGE (1982)
 AB1928
 AB1928                         *CURRENT SURVEY CONTROL
 AB1928  ___________________________________________________________________
 AB1928* NAD 83(1986)-  33 02 16.     (N)    080 58 27.     (W)     SCALED    
 AB1928* NAVD 88     -        23.915  (meters)      78.46   (feet)  ADJUSTED  
 AB1928  ___________________________________________________________________
 AB1928  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 AB1928  DYNAMIC HT  -          23.889 (meters)      78.38  (feet)  COMP
 AB1928  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 AB1928
 AB1928  VERT ORDER  -  FIRST     CLASS II
 AB1928
 AB1928.The horizontal coordinates were scaled from a topographic map and have
 AB1928.an estimated accuracy of +/- 6 seconds.
 AB1928
 AB1928.The orthometric height was determined by differential leveling
 AB1928.and adjusted by the National Geodetic Survey in September 1998..
 AB1928
 AB1928.The geoid height was determined by GEOID03.
 AB1928
 AB1928.The dynamic height is computed by dividing the NAVD 88
 AB1928.geopotential number by the normal gravity value computed on the
 AB1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1928.degrees latitude (g = 980.6199 gals.).
 AB1928
 AB1928.The modeled gravity was interpolated from observed gravity values.
 AB1928
 AB1928;                    North         East    Units  Estimated Accuracy
 AB1928;SPC SC       -   133,570.      612,010.      MT  (+/- 180 meters Scaled)
 AB1928
 AB1928                          SUPERSEDED SURVEY CONTROL
 AB1928
 AB1928.No superseded survey control is available for this station.
 AB1928
 AB1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS024554(NAD 83)
 AB1928_MARKER: DD = SURVEY DISK
 AB1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1928_STAMPING: 15 158 1995
 AB1928_MARK LOGO: SCGS  
 AB1928_PROJECTION: FLUSH
 AB1928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1928+STABILITY: SURFACE MOTION
 AB1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1928+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1928
 AB1928  HISTORY     - Date     Condition        Report By
 AB1928  HISTORY     - 1995     MONUMENTED       SCGS
 AB1928  HISTORY     - 20050801 GOOD             SCGS
 AB1928
 AB1928                          STATION DESCRIPTION
 AB1928
 AB1928'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1928'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTHWEST OF LODGE.
 AB1928'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1928'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1928'JUNCTION OF STATE HIGHWAYS 64 AND 641, 2.6 MILES (4.2 KM) SOUTH
 AB1928'SOUTHEAST OF LODGE, GO NORTHWEST ON HIGHWAY 641 FOR 2.2 MILES (3.5 KM)
 AB1928'TO THE JUNCTION OF STATE ROAD 18, TURN RIGHT ON ROAD 18 FOR 0.6 MILE
 AB1928'(1.0 KM) TO THE BRIDGE OVER FENDER CREEK, CONTINUE ON ROAD 18 FOR 0.1
 AB1928'MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE, 0.85 MILE
 AB1928'(1.37 KM) SOUTH OF THE JUNCTION OF STATE ROAD 539. STATION IS A
 AB1928'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL THE ROAD, 26.3 FEET (8.0
 AB1928'M) WEST OF THE CENTER OF THE ROAD, 4.2 FEET (1.3 M) NORTH NORTHEAST OF
 AB1928'THE POWER POLE WITH A GUY WIRE, 55.0 FEET (16.8 M) SOUTHWEST OF THE
 AB1928'SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A GRASS FIELD
 AB1928'ACCESS ROAD ACROSS ROAD 18, 159.0 FEET (48.5 M) SOUTH OF THE CENTER OF
 AB1928'A GATED FOREST ACCESS ROAD LEADING WEST, 4.2 FEET (1.3 M) NORTH
 AB1928'NORTHEAST OF A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1928
 AB1928                          STATION RECOVERY (2005)
 AB1928
 AB1928'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1928'STATION IS LOCATED 2.4 MI (3.86 KM) SOUTH SOUTHWEST OF LODGE, 20.0 MI
 AB1928'(32.19 KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 AB1928'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1928'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB1928'64 (BELLS HIGHWAY) AND 641, 2.7 MI (1035.94 KM) SOUTH SOUTHEAST OF
 AB1928'LODGE, GO WEST NORTHWEST ON HIGHWAY 641 FOR 2.2 MI (3.54 KM) TO THE
 AB1928'JUNCTION OF STATE ROAD 18 (ASHTON ROAD), TURN RIGHT ON ROAD 18 FOR 0.7
 AB1928'MI (1.13 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE, 0.1 MI
 AB1928'(0.16 KM) NORTH OF THE SMALL BRIDGE OVER FENDER CREEK. STATION IS A
 AB1928'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 26.4 FT
 AB1928'(8.0 M) WEST OF THE CENTER OF THE ROAD, 3.7 FT (1.1 M) NORTH NORTHEAST
 AB1928'OF THE POWER POLE WITH GUY WIRE, 3.7 FT (1.1 M) NORTH NORTHEAST OF A
 AB1928'WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1929 ***********************************************************************
 AB1929  DESIGNATION -  15 159
 AB1929  PID         -  AB1929
 AB1929  STATE/COUNTY-  SC/COLLETON
 AB1929  USGS QUAD   -  LODGE (1982)
 AB1929
 AB1929                         *CURRENT SURVEY CONTROL
 AB1929  ___________________________________________________________________
 AB1929* NAD 83(1986)-  33 03 38.     (N)    080 58 13.     (W)     SCALED    
 AB1929* NAVD 88     -        30.663  (meters)     100.60   (feet)  ADJUSTED  
 AB1929  ___________________________________________________________________
 AB1929  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 AB1929  DYNAMIC HT  -          30.629 (meters)     100.49  (feet)  COMP
 AB1929  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 AB1929
 AB1929  VERT ORDER  -  FIRST     CLASS II
 AB1929
 AB1929.The horizontal coordinates were scaled from a topographic map and have
 AB1929.an estimated accuracy of +/- 6 seconds.
 AB1929
 AB1929.The orthometric height was determined by differential leveling
 AB1929.and adjusted by the National Geodetic Survey in September 1998..
 AB1929
 AB1929.The geoid height was determined by GEOID03.
 AB1929
 AB1929.The dynamic height is computed by dividing the NAVD 88
 AB1929.geopotential number by the normal gravity value computed on the
 AB1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1929.degrees latitude (g = 980.6199 gals.).
 AB1929
 AB1929.The modeled gravity was interpolated from observed gravity values.
 AB1929
 AB1929;                    North         East    Units  Estimated Accuracy
 AB1929;SPC SC       -   136,100.      612,380.      MT  (+/- 180 meters Scaled)
 AB1929
 AB1929                          SUPERSEDED SURVEY CONTROL
 AB1929
 AB1929.No superseded survey control is available for this station.
 AB1929
 AB1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS027580(NAD 83)
 AB1929_MARKER: DD = SURVEY DISK
 AB1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1929_STAMPING: 15 159 1995
 AB1929_MARK LOGO: SCGS  
 AB1929_PROJECTION: FLUSH
 AB1929_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1929+STABILITY: SURFACE MOTION
 AB1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1929+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1929
 AB1929  HISTORY     - Date     Condition        Report By
 AB1929  HISTORY     - 1995     MONUMENTED       SCGS
 AB1929  HISTORY     - 20050801 GOOD             SCGS
 AB1929
 AB1929                          STATION DESCRIPTION
 AB1929
 AB1929'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1929'STATION IS LOCATED 1.1 MILES (1.8 KM) SOUTHWEST OF LODGE.
 AB1929'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1929'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1929'JUNCTION OF STATE HIGHWAYS 64, 217 AND STATE ROAD 18 IN LODGE, GO WEST
 AB1929'SOUTHWEST ON ROAD 18 FOR 1.1 MILES (1.8 KM) TO THE STATION NEAR A
 AB1929'POWER POLE IN THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD 375.
 AB1929'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M)
 AB1929'BELOW THE ROAD 375, 33.8 FEET (10.3 M) NORTH NORTHEAST OF THE CENTER
 AB1929'OF ROAD 375, 2.6 FEET (0.8 M) NORTH NORTHEAST OF THE POWER POLE WITH
 AB1929'TWO GUY WIRES, 96.9 FEET (29.5 M) EAST SOUTHEAST OF THE NORTH
 AB1929'NORTHEAST END OF A 2.0 FOOT (0.6 M) CONCRETE PIPE CULVERT BENEATH ROAD
 AB1929'375, 205.2 FEET (62.5 M) NORTHWEST OF THE CENTER OF ROAD 18, 3.0 FEET
 AB1929'(0.9 M) NORTH NORTHEAST OF A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1929
 AB1929                          STATION RECOVERY (2005)
 AB1929
 AB1929'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1929'STATION IS LOCATED 1.1 MI (1.77 KM) WEST SOUTHWEST OF LODGE, 20.6 MI
 AB1929'(33.15 KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 AB1929'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1929'803-737-1350.   TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB1929'HIGHWAYS 64, 217 (BELLS HIGHWAY) AND STATE ROAD 18 (LODGE HIGHWAY) IN
 AB1929'LODGE, GO SOUTHWEST ON ROAD 18 FOR 1.1 MI (1.77 KM) TO THE JUNCTION OF
 AB1929'STATE ROAD 375 (BACHMAN ROAD), BEAR RIGHT ON ROAD 375 FOR 0.05 MI
 AB1929'(0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE.   STATION IS
 AB1929'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) BELOW THE
 AB1929'ROAD, 33.2 FT (10.1 M) NORTH NORTHEAST OF THE CENTER OF ROAD 375, 2.6
 AB1929'FT (115.1 M) NORTH NORTHEAST OF THE POWER POLE WITH TWO GUY WIRES,
 AB1929'174.6 FT (53.2 M) NORTHWEST OF THE CENTER OF ROAD 18, 3.0 FT (6.4 M)
 AB1929'NORTH NORTHEAST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1930 ***********************************************************************
 AB1930  DESIGNATION -  15 160
 AB1930  PID         -  AB1930
 AB1930  STATE/COUNTY-  SC/COLLETON
 AB1930  USGS QUAD   -  LODGE (1982)
 AB1930
 AB1930                         *CURRENT SURVEY CONTROL
 AB1930  ___________________________________________________________________
 AB1930* NAD 83(1986)-  33 03 48.     (N)    080 57 42.     (W)     SCALED    
 AB1930* NAVD 88     -        32.142  (meters)     105.45   (feet)  ADJUSTED  
 AB1930  ___________________________________________________________________
 AB1930  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AB1930  DYNAMIC HT  -          32.107 (meters)     105.34  (feet)  COMP
 AB1930  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 AB1930
 AB1930  VERT ORDER  -  FIRST     CLASS II
 AB1930
 AB1930.The horizontal coordinates were scaled from a topographic map and have
 AB1930.an estimated accuracy of +/- 6 seconds.
 AB1930
 AB1930.The orthometric height was determined by differential leveling
 AB1930.and adjusted by the National Geodetic Survey in September 1998..
 AB1930
 AB1930.The geoid height was determined by GEOID03.
 AB1930
 AB1930.The dynamic height is computed by dividing the NAVD 88
 AB1930.geopotential number by the normal gravity value computed on the
 AB1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1930.degrees latitude (g = 980.6199 gals.).
 AB1930
 AB1930.The modeled gravity was interpolated from observed gravity values.
 AB1930
 AB1930;                    North         East    Units  Estimated Accuracy
 AB1930;SPC SC       -   136,410.      613,180.      MT  (+/- 180 meters Scaled)
 AB1930
 AB1930                          SUPERSEDED SURVEY CONTROL
 AB1930
 AB1930.No superseded survey control is available for this station.
 AB1930
 AB1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS035583(NAD 83)
 AB1930_MARKER: DD = SURVEY DISK
 AB1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1930_STAMPING: 15 160 1995
 AB1930_MARK LOGO: SCGS  
 AB1930_PROJECTION: RECESSED 5 CENTIMETERS
 AB1930_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1930+STABILITY: SURFACE MOTION
 AB1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1930+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1930
 AB1930  HISTORY     - Date     Condition        Report By
 AB1930  HISTORY     - 1995     MONUMENTED       SCGS
 AB1930  HISTORY     - 20050801 GOOD             SCGS
 AB1930
 AB1930                          STATION DESCRIPTION
 AB1930
 AB1930'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1930'STATION IS LOCATED 0.5 MILES (0.8 KM) SOUTHWEST OF LODGE.
 AB1930'OWNERSHIP--MRS.  C.H.  WIGGINS.  TO REACH THE STATION FROM THE
 AB1930'JUNCTION OF STATE HIGHWAYS 64, 217 AND STATE ROAD 18 IN LODGE, GO WEST
 AB1930'SOUTHWEST ON ROAD 18 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT
 AB1930'NEAR A SECURITY LIGHT POLE IN THE FRONT YARD OF A MOBILE HOME, 0.15
 AB1930'MILE (0.24 KM) NORTHEAST OF THE JUNCTION OF STATE ROAD 648. STATION IS
 AB1930'A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE
 AB1930'ROAD, 42.0 FEET (12.8 M) SOUTHEAST OF THE CENTER OF ROAD 18, 2.8 FEET
 AB1930'(0.9 M) WEST SOUTHWEST OF THE SECURITY LIGHT POLE NUMBER 408778, 51.7
 AB1930'FEET (15.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK
 AB1930'STEPS LEADING TO THE MOBILE HOME, 34.8 FEET (10.6 M) EAST OF THE
 AB1930'NORTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE
 AB1930'SOUTHWEST DRIVEWAY TO THE MOBILE HOME.  DESCRIBED BY R.W. ROBERTS.
 AB1930
 AB1930                          STATION RECOVERY (2005)
 AB1930
 AB1930'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1930'STATION IS LOCATED IN LODGE, 20.3 MI (32.67 KM) WEST NORTHWEST OF
 AB1930'WALTERBORO.  OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE
 AB1930'JUNCTION OF STATE HIGHWAYS 64, 217 (BELLS HIGHWAY) AND STATE ROAD 18
 AB1930'(LODGE HIGHWAY) IN LODGE, GO SOUTHWEST ON ROAD 18 FOR 0.55 MI (0.89
 AB1930'KM) TO THE STATION ON THE LEFT NEAR A SECURITY LIGHT POLE JUST INSIDE
 AB1930'A LOCKED CHAIN LINK FENCE AT MOBILE HOME NUMBER 8977. STATION IS A
 AB1930'CONCRETE POST RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE ROAD, 42.0 FT
 AB1930'(12.8 M) SOUTHEAST OF THE CENTER OF THE ROAD, 2.9 FT (0.9 M) WEST
 AB1930'SOUTHWEST OF THE SECURITY LIGHT POLE NUMBER 408778, 1.6 FT (124596.3
 AB1930'M) SOUTHEAST OF THE FENCE LINE, 34.5 FT (10.5 M) EAST OF THE NORTHEAST
 AB1930'END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE GRASSY DRIVEWAY.
 AB1930'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1931 ***********************************************************************
 AB1931  DESIGNATION -  15 161
 AB1931  PID         -  AB1931
 AB1931  STATE/COUNTY-  SC/COLLETON
 AB1931  USGS QUAD   -  LODGE (1982)
 AB1931
 AB1931                         *CURRENT SURVEY CONTROL
 AB1931  ___________________________________________________________________
 AB1931* NAD 83(1986)-  33 03 58.     (N)    080 57 12.     (W)     SCALED    
 AB1931* NAVD 88     -        33.774  (meters)     110.81   (feet)  ADJUSTED  
 AB1931  ___________________________________________________________________
 AB1931  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AB1931  DYNAMIC HT  -          33.737 (meters)     110.69  (feet)  COMP
 AB1931  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 AB1931
 AB1931  VERT ORDER  -  FIRST     CLASS II
 AB1931
 AB1931.The horizontal coordinates were scaled from a topographic map and have
 AB1931.an estimated accuracy of +/- 6 seconds.
 AB1931
 AB1931.The orthometric height was determined by differential leveling
 AB1931.and adjusted by the National Geodetic Survey in September 1998..
 AB1931
 AB1931.The geoid height was determined by GEOID03.
 AB1931
 AB1931.The dynamic height is computed by dividing the NAVD 88
 AB1931.geopotential number by the normal gravity value computed on the
 AB1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1931.degrees latitude (g = 980.6199 gals.).
 AB1931
 AB1931.The modeled gravity was interpolated from observed gravity values.
 AB1931
 AB1931;                    North         East    Units  Estimated Accuracy
 AB1931;SPC SC       -   136,720.      613,960.      MT  (+/- 180 meters Scaled)
 AB1931
 AB1931                          SUPERSEDED SURVEY CONTROL
 AB1931
 AB1931.No superseded survey control is available for this station.
 AB1931
 AB1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS043586(NAD 83)
 AB1931_MARKER: DD = SURVEY DISK
 AB1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1931_STAMPING: 15 161 1995
 AB1931_MARK LOGO: SCGS  
 AB1931_PROJECTION: RECESSED 5 CENTIMETERS
 AB1931_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1931+STABILITY: SURFACE MOTION
 AB1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1931+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1931
 AB1931  HISTORY     - Date     Condition        Report By
 AB1931  HISTORY     - 1995     MONUMENTED       SCGS
 AB1931  HISTORY     - 20050801 GOOD             SCGS
 AB1931
 AB1931                          STATION DESCRIPTION
 AB1931
 AB1931'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1931'STATION IS LOCATED IN LODGE.  OWNERSHIP--LODGE POST OFFICE.  TO REACH
 AB1931'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64, 217 AND STATE ROAD
 AB1931'18 IN LODGE, GO SOUTHEAST ON HIGHWAY 64 FOR 0.1 MILE (0.2 KM) TO THE
 AB1931'STATION ON THE LEFT NEAR A PARKING AREA IN FRONT OF THE LODGE POST
 AB1931'OFFICE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 AB1931'(15.2 CM) ABOVE THE HIGHWAY, 49.7 FEET (15.1 M) EAST NORTHEAST OF THE
 AB1931'CENTER OF THE HIGHWAY, 3.0 FEET (0.9 M) WEST SOUTHWEST OF THE
 AB1931'SOUTHWEST EDGE OF THE CURB OF THE PARKING AREA, 74.5 FEET (22.7 M)
 AB1931'WEST SOUTHWEST OF THE WEST CORNER OF THE BRICK POST OFFICE, 75.2 FEET
 AB1931'(22.9 M) WEST NORTHWEST OF A FLAG POLE.  DESCRIBED BY R.W.  ROBERTS.
 AB1931
 AB1931                          STATION RECOVERY (2005)
 AB1931
 AB1931'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1931'STATION IS LOCATED IN LODGE, 20.0 MI (32.19 KM) NORTHWEST WALTERBORO.
 AB1931'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AB1931'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AB1931'OF STATE HIGHWAYS 217, 64 (BELLS HIGHWAY) AND STATE ROAD 18 (LODGE
 AB1931'HIGHWAY) IN LODGE, GO SOUTHEAST ON HIGHWAY 64 0.1 MI (103.16 KM) TO
 AB1931'THE STATION ON THE LEFT IN A GRASSY AREA IN FRONT OF THE LODGE POST
 AB1931'OFFICE. STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1 M) AND 0.5 FT
 AB1931'(0.2 M) ABOVE THE HIGHWAY, 74.2 FT (22.6 M) WEST SOUTHWEST OF THE WEST
 AB1931'CORNER OF THE POST OFFICE BUILDING, 13.1 FT (4.0 M) EAST NORTHEAST OF
 AB1931'THE EAST EDGE OF THE CONCRETE HIGHWAY SIDEWALK, 3.0 FT (0.9 M) WEST
 AB1931'SOUTHWEST OF THE WEST EDGE OF A CONCRETE CURB IN FRONT OF THE POST
 AB1931'OFFICE PARKING AREA, 10.5 FT (3.2 M) SOUTH OF THE NORTHWEST CORNER OF
 AB1931'THE PARKING AREA CURB, 75.0 FT (22.9 M) WEST NORTHWEST OF A METAL FLAG
 AB1931'POLE, 45.6 FT (13.9 M) NORTHWEST OF A 1.2-FOOT OAK TREE IN FRONT OF
 AB1931'THE BUILDING. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1932 ***********************************************************************
 AB1932  DESIGNATION -  15 162
 AB1932  PID         -  AB1932
 AB1932  STATE/COUNTY-  SC/COLLETON
 AB1932  USGS QUAD   -  LODGE (1982)
 AB1932
 AB1932                         *CURRENT SURVEY CONTROL
 AB1932  ___________________________________________________________________
 AB1932* NAD 83(1986)-  33 04 23.     (N)    080 57 55.     (W)     SCALED    
 AB1932* NAVD 88     -        33.776  (meters)     110.81   (feet)  ADJUSTED  
 AB1932  ___________________________________________________________________
 AB1932  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 AB1932  DYNAMIC HT  -          33.740 (meters)     110.70  (feet)  COMP
 AB1932  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 AB1932
 AB1932  VERT ORDER  -  FIRST     CLASS II
 AB1932
 AB1932.The horizontal coordinates were scaled from a topographic map and have
 AB1932.an estimated accuracy of +/- 6 seconds.
 AB1932
 AB1932.The orthometric height was determined by differential leveling
 AB1932.and adjusted by the National Geodetic Survey in September 1998..
 AB1932
 AB1932.The geoid height was determined by GEOID03.
 AB1932
 AB1932.The dynamic height is computed by dividing the NAVD 88
 AB1932.geopotential number by the normal gravity value computed on the
 AB1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1932.degrees latitude (g = 980.6199 gals.).
 AB1932
 AB1932.The modeled gravity was interpolated from observed gravity values.
 AB1932
 AB1932;                    North         East    Units  Estimated Accuracy
 AB1932;SPC SC       -   137,480.      612,840.      MT  (+/- 180 meters Scaled)
 AB1932
 AB1932                          SUPERSEDED SURVEY CONTROL
 AB1932
 AB1932.No superseded survey control is available for this station.
 AB1932
 AB1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS032593(NAD 83)
 AB1932_MARKER: DD = SURVEY DISK
 AB1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1932_STAMPING: 15 162 1995
 AB1932_MARK LOGO: SCGS  
 AB1932_PROJECTION: FLUSH
 AB1932_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1932+STABILITY: SURFACE MOTION
 AB1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1932+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1932
 AB1932  HISTORY     - Date     Condition        Report By
 AB1932  HISTORY     - 1995     MONUMENTED       SCGS
 AB1932  HISTORY     - 20050801 GOOD             SCGS
 AB1932
 AB1932                          STATION DESCRIPTION
 AB1932
 AB1932'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1932'STATION IS LOCATED 0.8 MILE (1.3 KM) NORTHWEST OF LODGE.
 AB1932'OWNERSHIP--MS.  A.P.  CARTER, ROUTE 1, BOX 151, LODGE, SC 29082.  TO
 AB1932'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64, 217 AND
 AB1932'STATE ROAD 18 IN LODGE, GO NORTHWEST ON HIGHWAY 64 FOR 0.75 MILE (1.21
 AB1932'KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE SIDE YARD OF A
 AB1932'MASONITE-SIDED HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1932'GROUND AND 1.5 FEET (0.5 M) ABOVE THE HIGHWAY, 217.5 FEET (66.3 M)
 AB1932'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.6 FEET (0.8 M) EAST OF THE
 AB1932'POWER POLE NUMBER 163962 WITH A TRANSFORMER, SECURITY LIGHT AND GUY
 AB1932'WIRE, 5.5 FEET (1.7 M) SOUTHEAST OF A WIRE FENCE LINE, 48.5 FEET (14.8
 AB1932'M) WEST NORTHWEST OF THE NORTH CORNER OF A BRICK PILLARED FRONT PORCH
 AB1932'FOR THE HOUSE.  DESCRIBED BY R.W.  ROBERTS.
 AB1932
 AB1932                          STATION RECOVERY (2005)
 AB1932
 AB1932'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1932'STATION IS LOCATED 0.8 MI (1.29 KM) WEST NORTHWEST OF LODGE, 20.8 MI
 AB1932'(33.47 KM) NORTHWEST OF WALTERBORO.  OWNERSHIP--A.P. CARTER, JR.,
 AB1932'ROUTE 1 BOX 151, LODGE, SC 29082. TO REACH THE STATION FROM THE
 AB1932'JUNCTION OF STATE HIGHWAYS 64, 217 (BELLS HIGHWAY) AND STATE ROAD 18
 AB1932'(LODGE HIGHWAY) IN LODGE, GO NORTHWEST ON HIGHWAY 64 FOR 0.75 MI (1.21
 AB1932'KM) TO THE 2ND DRIVEWAY LEFT LEADING TO A MASONITE-SIDED HOUSE NUMBER
 AB1932'21919, TURN LEFT ON THE DRIVEWAY FOR 0.05 MI (0.08 KM) TO THE STATION
 AB1932'ON THE RIGHT NEAR A POWER POLE ON THE NORTHWEST SIDE OF THE HOUSE.
 AB1932'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AB1932'DRIVEWAY, 3.5 FT (1.1 M) SOUTHEAST OF THE POWER POLE NUMBER 163962
 AB1932'WITH A TRANSFORMER, A SECURITY LIGHT AND TWO GUY WIRES, 31.0 FT (9.4
 AB1932'M) NORTHEAST OF A 2.1-FOOT PECAN TREE, 45.5 FT (13.9 M) NORTHWEST OF
 AB1932'THE NORTH CORNER OF A BRICK CHIMNEY OF THE HOUSE, 220.2 FT (67.1 M)
 AB1932'SOUTHWEST OF THE CENTER OF THE HIGHWAY. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1933 ***********************************************************************
 AB1933  DESIGNATION -  15 163
 AB1933  PID         -  AB1933
 AB1933  STATE/COUNTY-  SC/COLLETON
 AB1933  USGS QUAD   -  LODGE (1982)
 AB1933
 AB1933                         *CURRENT SURVEY CONTROL
 AB1933  ___________________________________________________________________
 AB1933* NAD 83(2001)-  33 04 46.79349(N)    080 58 34.64357(W)     ADJUSTED  
 AB1933* NAVD 88     -        35.149  (meters)     115.32   (feet)  ADJUSTED  
 AB1933  ___________________________________________________________________
 AB1933  X           -     839,057.787 (meters)                     COMP
 AB1933  Y           -  -5,283,450.793 (meters)                     COMP
 AB1933  Z           -   3,461,367.199 (meters)                     COMP
 AB1933  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AB1933  ELLIP HEIGHT-           3.75  (meters)          (05/04/06) GPS OBS
 AB1933  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 AB1933  DYNAMIC HT  -          35.111 (meters)     115.19  (feet)  COMP
 AB1933  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 AB1933
 AB1933  HORZ ORDER  -  FIRST
 AB1933  VERT ORDER  -  FIRST     CLASS II
 AB1933  ELLP ORDER  -  FOURTH    CLASS II
 AB1933
 AB1933.The horizontal coordinates were established by GPS observations
 AB1933.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 AB1933
 AB1933.The orthometric height was determined by differential leveling
 AB1933.and adjusted by the National Geodetic Survey in September 1998..
 AB1933
 AB1933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1933
 AB1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1933
 AB1933.The ellipsoidal height was determined by GPS observations
 AB1933.and is referenced to NAD 83.
 AB1933
 AB1933.The geoid height was determined by GEOID03.
 AB1933
 AB1933.The dynamic height is computed by dividing the NAVD 88
 AB1933.geopotential number by the normal gravity value computed on the
 AB1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1933.degrees latitude (g = 980.6199 gals.).
 AB1933
 AB1933.The modeled gravity was interpolated from observed gravity values.
 AB1933
 AB1933;                    North         East     Units Scale Factor Converg.
 AB1933;SPC SC       -   138,216.831   611,813.453   MT  0.99984624   +0 00 47.3
 AB1933;SPC SC       -   453,467.29  2,007,261.98   iFT  0.99984624   +0 00 47.3
 AB1933;UTM  17      - 3,660,118.904   502,212.908   MT  0.99960006   +0 00 46.6
 AB1933
 AB1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1933!SPC SC       -   0.99999941  x   0.99984624  =   0.99984565
 AB1933!UTM  17      -   0.99999941  x   0.99960006  =   0.99959947
 AB1933
 AB1933                          SUPERSEDED SURVEY CONTROL
 AB1933
 AB1933  NAVD 88 (05/04/06)   35.15   (m)          115.3    (f) LEVELING    3  
 AB1933
 AB1933.Superseded values are not recommended for survey control.
 AB1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1933.See file dsdata.txt to determine how the superseded data were derived.
 AB1933
 AB1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS0221360119(NAD 83)
 AB1933_MARKER: DD = SURVEY DISK
 AB1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1933_STAMPING: 15 163 1995
 AB1933_MARK LOGO: SCGS  
 AB1933_PROJECTION: FLUSH
 AB1933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1933+STABILITY: SURFACE MOTION
 AB1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1933+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AB1933
 AB1933  HISTORY     - Date     Condition        Report By
 AB1933  HISTORY     - 1995     MONUMENTED       SCGS
 AB1933  HISTORY     - 20050801 GOOD             SCGS
 AB1933
 AB1933                          STATION DESCRIPTION
 AB1933
 AB1933'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1933'STATION IS LOCATED 1.6 MILES (2.6 KM) NORTHWEST OF LODGE.
 AB1933'OWNERSHIP--KENT ZORN.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB1933'HIGHWAYS 64, 217 AND STATE ROAD 18 IN LODGE, GO NORTHWEST ON HIGHWAY
 AB1933'64 FOR 1.55 MILES (2.49 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTH
 AB1933'CORNER OF A LARGE CONCRETE BLOCK AND METAL FARM MACHINERY STORAGE
 AB1933'BUILDING, 0.15 MILE (0.24 KM) SOUTHEAST OF THE BAMBERG/COLLETON COUNTY
 AB1933'LINE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AB1933'THE HIGHWAY, 4.4 FEET (1.3 M) SOUTH OF THE SOUTH CORNER OF THE
 AB1933'BUILDING, 32.2 FEET (9.8 M) SOUTHEAST OF A SECURITY LIGHT POLE NUMBER
 AB1933'424443, 150.5 FEET (45.9 M) NORTHEAST OF THE CENTER OF THE HIGHWAY.
 AB1933'DESCRIBED BY R.W.  ROBERTS.
 AB1933
 AB1933                          STATION RECOVERY (2005)
 AB1933
 AB1933'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1933'STATION IS LOCATED 1.5 MI (2.57 KM) WEST NORTHWEST OF LODGE, 21.6 MI
 AB1933'(34.76 KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--WILLIAMS FARMS
 AB1933'PARTNERSHIP, 7622 ASHTON ROAD, ISLANDTON, SC 29929, PHONE
 AB1933'843-866-2740, CONTACT-MARK WILLIAMS.   TO REACH THE STATION FROM THE
 AB1933'JUNCTION OF STATE HIGHWAYS 64(BELLS HIGHWAY), 217, AND STATE ROAD 18
 AB1933'(LODGE HIGHWAY) IN LODGE, GO NORTHWEST ON HIGHWAY 64 FOR 1.55 MILES
 AB1933'(2.49 KM) TO A SAND DRIVE RIGHT LEADING TO A LARGE CONCRETE BLOCK
 AB1933'STORAGE BUILDING, TURN RIGHT ON THE DRIVE FOR 0.05 MI (0.08 KM) TO THE
 AB1933'STATION ON THE RIGHT NEAR THE SOUTH CORNER OF THE SOUTHWEST WING OF
 AB1933'THE BUILDING. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1933'LEVEL WITH DRIVE, 149.5 FT (45.6 M) NORTH NORTHEAST OF THE CENTER OF
 AB1933'THE HIGHWAY, 4.5 FT (1.4 M) SOUTH OF THE SOUTH CORNER OF THE BUILDING.
 AB1933'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0082 ***********************************************************************
 ED0082  DESIGNATION -  15 316
 ED0082  PID         -  ED0082
 ED0082  STATE/COUNTY-  SC/GREENVILLE
 ED0082  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED0082
 ED0082                         *CURRENT SURVEY CONTROL
 ED0082  ___________________________________________________________________
 ED0082* NAD 83(1986)-  34 52 44.     (N)    082 24 15.     (W)     SCALED    
 ED0082* NAVD 88     -       303.539  (meters)     995.86   (feet)  ADJUSTED  
 ED0082  ___________________________________________________________________
 ED0082  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 ED0082  DYNAMIC HT  -         303.229 (meters)     994.84  (feet)  COMP
 ED0082  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 ED0082
 ED0082  VERT ORDER  -  FIRST     CLASS II
 ED0082
 ED0082.The horizontal coordinates were scaled from a topographic map and have
 ED0082.an estimated accuracy of +/- 6 seconds.
 ED0082
 ED0082.The orthometric height was determined by differential leveling
 ED0082.and adjusted by the National Geodetic Survey in June 1991..
 ED0082
 ED0082.The geoid height was determined by GEOID03.
 ED0082
 ED0082.The dynamic height is computed by dividing the NAVD 88
 ED0082.geopotential number by the normal gravity value computed on the
 ED0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0082.degrees latitude (g = 980.6199 gals.).
 ED0082
 ED0082.The modeled gravity was interpolated from observed gravity values.
 ED0082
 ED0082;                    North         East    Units  Estimated Accuracy
 ED0082;SPC SC       -   338,630.      481,230.      MT  (+/- 180 meters Scaled)
 ED0082
 ED0082                          SUPERSEDED SURVEY CONTROL
 ED0082
 ED0082  NGVD 29 (??/??/92)  303.623  (m)          996.14   (f) ADJ UNCH    1 2
 ED0082
 ED0082.Superseded values are not recommended for survey control.
 ED0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0082.See file dsdata.txt to determine how the superseded data were derived.
 ED0082
 ED0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU716605(NAD 83)
 ED0082_MARKER: DD = SURVEY DISK
 ED0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0082_SP_SET: BRIDGE
 ED0082_STAMPING: S.C.H.D. 15
 ED0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0082+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 ED0082
 ED0082  HISTORY     - Date     Condition        Report By
 ED0082  HISTORY     - UNK      MONUMENTED       SCHD
 ED0082  HISTORY     - 1933     GOOD             NGS
 ED0082  HISTORY     - 20000717 MARK NOT FOUND   SCGS
 ED0082  HISTORY     - 20041014 MARK NOT FOUND   USPSQD
 ED0082
 ED0082                          STATION DESCRIPTION
 ED0082
 ED0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0082'1.8 MI NE FROM GREENVILLE.
 ED0082'ABOUT 1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0082'STATION AT GREENVILLE, GREENVILLE COUNTY, AT MILEAGE 482.34,
 ED0082'AT AN OVERHEAD BRIDGE, IN THE CENTER OF THE TOP OF THE MAIN
 ED0082'SPAN, AND 24 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTH-BOUND
 ED0082'MAIN TRACK.  A COPPER DISK, STAMPED S.C.H.D.15.
 ED0082
 ED0082                          STATION RECOVERY (2000)
 ED0082
 ED0082'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0082'NOT RECOVERED, NEW BRIDGE CONSTRUCTED IN 1980, PRESUMED DESTROYED.
 ED0082'RECOVERY BY D.L.  BRECHLIN.
 ED0082
 ED0082                          STATION RECOVERY (2004)
 ED0082
 ED0082'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1497 ***********************************************************************
 DE1497  DESIGNATION -  15 A
 DE1497  PID         -  DE1497
 DE1497  STATE/COUNTY-  SC/BERKELEY
 DE1497  USGS QUAD   -  CROSS (1987)
 DE1497
 DE1497                         *CURRENT SURVEY CONTROL
 DE1497  ___________________________________________________________________
 DE1497* NAD 83(1986)-  33 20 35.     (N)    080 08 40.     (W)     SCALED    
 DE1497* NAVD 88     -        24.009  (meters)      78.77   (feet)  ADJUSTED  
 DE1497  ___________________________________________________________________
 DE1497  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE1497  DYNAMIC HT  -          23.984 (meters)      78.69  (feet)  COMP
 DE1497  MODELED GRAV-     979,600.7   (mgal)                       NAVD 88
 DE1497
 DE1497  VERT ORDER  -  FIRST     CLASS II
 DE1497
 DE1497.The horizontal coordinates were scaled from a topographic map and have
 DE1497.an estimated accuracy of +/- 6 seconds.
 DE1497
 DE1497.The orthometric height was determined by differential leveling
 DE1497.and adjusted by the National Geodetic Survey in June 1991..
 DE1497
 DE1497.The geoid height was determined by GEOID03.
 DE1497
 DE1497.The dynamic height is computed by dividing the NAVD 88
 DE1497.geopotential number by the normal gravity value computed on the
 DE1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1497.degrees latitude (g = 980.6199 gals.).
 DE1497
 DE1497.The modeled gravity was interpolated from observed gravity values.
 DE1497
 DE1497;                    North         East    Units  Estimated Accuracy
 DE1497;SPC SC       -   167,750.      689,230.      MT  (+/- 180 meters Scaled)
 DE1497
 DE1497                          SUPERSEDED SURVEY CONTROL
 DE1497
 DE1497  NGVD 29 (03/21/89)   24.307  (m)           79.75   (f) ADJUSTED    1 2
 DE1497
 DE1497.Superseded values are not recommended for survey control.
 DE1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1497.See file dsdata.txt to determine how the superseded data were derived.
 DE1497
 DE1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS796896(NAD 83)
 DE1497_MARKER: DB = BENCH MARK DISK
 DE1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1497_SP_SET: CONCRETE POST
 DE1497_STAMPING: 1977 - NO. 15-A
 DE1497_MARK LOGO: SCSC  
 DE1497_PROJECTION: RECESSED 7 CENTIMETERS
 DE1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1497+STABILITY: SURFACE MOTION
 DE1497
 DE1497  HISTORY     - Date     Condition        Report By
 DE1497  HISTORY     - 1977     MONUMENTED       SCSC
 DE1497  HISTORY     - 1985     GOOD             SCGS
 DE1497
 DE1497                          STATION DESCRIPTION
 DE1497
 DE1497'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1497'1.7 KM (1.05 MI) NE FROM CROSS.
 DE1497'1.7 KILOMETERS (1.05 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1497'CROSS POST OFFICE, SET IN THE SHOULDER OF THE HIGHWAY NEAR A TELEPHONE
 DE1497'JUNCTION BOX AT THE EAST SIDE OF A ONE-STORY WOOD HOUSE ACROSS THE
 DE1497'ROAD FROM A MARSHY AREA, 20.0 METERS (65.62 FEET) NORTH-NORTHWEST OF A
 DE1497'POWER POLE THAT SERVICES THE HOUSE, 5.88 METERS (19.29 FEET)
 DE1497'EAST-SOUTHEAST OF THE TELEPHONE JUNCTION BOX AAA4, 5.68 METERS (18.64
 DE1497'FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.08 METERS
 DE1497'(46.19 FEET) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 DE1497'20.0 METERS (65.62 FEET) SOUTH-SOUTHWEST OF A LONE TWIN TRUNK PINE
 DE1497'TREE.
 DE1497'THE MARK IS 0.20 METERS  SE FROM A WITNESS POST.
 DE1497'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0026 ***********************************************************************
 CJ0026  DESIGNATION -  15.2
 CJ0026  PID         -  CJ0026
 CJ0026  STATE/COUNTY-  SC/CHARLESTON
 CJ0026  USGS QUAD   -  SEWEE BAY (1992)
 CJ0026
 CJ0026                         *CURRENT SURVEY CONTROL
 CJ0026  ___________________________________________________________________
 CJ0026* NAD 83(1986)-  32 53 26.     (N)    079 44 24.     (W)     SCALED    
 CJ0026* NAVD 88     -         6.55   (+/-2cm)      21.5    (feet)  VERTCON   
 CJ0026  ___________________________________________________________________
 CJ0026  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 CJ0026
 CJ0026  VERT ORDER  -  ? (See Below)
 CJ0026
 CJ0026.The horizontal coordinates were scaled from a topographic map and have
 CJ0026.an estimated accuracy of +/- 6 seconds.
 CJ0026
 CJ0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0026.The vertical order pertains to the NGVD 29 superseded value.
 CJ0026
 CJ0026.The geoid height was determined by GEOID03.
 CJ0026
 CJ0026;                    North         East    Units  Estimated Accuracy
 CJ0026;SPC SC       -   117,970.      727,480.      MT  (+/- 180 meters Scaled)
 CJ0026
 CJ0026                          SUPERSEDED SURVEY CONTROL
 CJ0026
 CJ0026  NGVD 29 (??/??/92)    6.843  (m)           22.45   (f) ADJ UNCH    ?  
 CJ0026
 CJ0026.Superseded values are not recommended for survey control.
 CJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0026.See file dsdata.txt to determine how the superseded data were derived.
 CJ0026
 CJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS178398(NAD 83)
 CJ0026_MARKER: N = NAIL
 CJ0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CJ0026_SP_SET: TREE
 CJ0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0026
 CJ0026  HISTORY     - Date     Condition        Report By
 CJ0026  HISTORY     - UNK      MONUMENTED       USGS
 CJ0026  HISTORY     - 1962     MARK NOT FOUND   NGS
 CJ0026
 CJ0026                          STATION DESCRIPTION
 CJ0026
 CJ0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CJ0026'10 MI NE FROM MOUNT PLEASANT.
 CJ0026'10.0 MILES NORTHEAST ALONG U.S. HIGHWAY 701 FROM MOUNT PLEASANT,
 CJ0026'CHARLESTON COUNTY, 3.1 MILES NORTHEAST OF A SETTLEMENT KNOWN
 CJ0026'AS NINE MILE, 15 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CJ0026'AND IN A ROOT ON THE NORTH SIDE OF A LARGE PINE TREE.  A UNITED
 CJ0026'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0881 ***********************************************************************
 DE0881  DESIGNATION -  152.056
 DE0881  PID         -  DE0881
 DE0881  STATE/COUNTY-  SC/BARNWELL
 DE0881  USGS QUAD   -  GIRARD NW (1989)
 DE0881
 DE0881                         *CURRENT SURVEY CONTROL
 DE0881  ___________________________________________________________________
 DE0881* NAD 83(1986)-  33 12 30.     (N)    081 43 51.     (W)     SCALED    
 DE0881* NAVD 88     -        46.069  (meters)     151.14   (feet)  ADJUSTED  
 DE0881  ___________________________________________________________________
 DE0881  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DE0881  DYNAMIC HT  -          46.019 (meters)     150.98  (feet)  COMP
 DE0881  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 DE0881
 DE0881  VERT ORDER  -  FIRST     CLASS II
 DE0881
 DE0881.The horizontal coordinates were scaled from a topographic map and have
 DE0881.an estimated accuracy of +/- 6 seconds.
 DE0881
 DE0881.The orthometric height was determined by differential leveling
 DE0881.and adjusted by the National Geodetic Survey in June 1991..
 DE0881
 DE0881.The geoid height was determined by GEOID03.
 DE0881
 DE0881.The dynamic height is computed by dividing the NAVD 88
 DE0881.geopotential number by the normal gravity value computed on the
 DE0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0881.degrees latitude (g = 980.6199 gals.).
 DE0881
 DE0881.The modeled gravity was interpolated from observed gravity values.
 DE0881
 DE0881;                    North         East    Units  Estimated Accuracy
 DE0881;SPC SC       -   152,730.      541,480.      MT  (+/- 180 meters Scaled)
 DE0881
 DE0881                          SUPERSEDED SURVEY CONTROL
 DE0881
 DE0881  NGVD 29 (??/??/92)   46.327  (m)          151.99   (f) ADJ UNCH    1 2
 DE0881
 DE0881.Superseded values are not recommended for survey control.
 DE0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0881.See file dsdata.txt to determine how the superseded data were derived.
 DE0881
 DE0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS318746(NAD 83)
 DE0881_MARKER: DD = SURVEY DISK
 DE0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0881_SP_SET: CONCRETE POST
 DE0881_STAMPING: N 66090.0/E 23234.0/ELEV. 152.056
 DE0881_MARK LOGO: SRPE  
 DE0881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0881+STABILITY: SURFACE MOTION
 DE0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE0881+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2001
 DE0881
 DE0881  HISTORY     - Date     Condition        Report By
 DE0881  HISTORY     - UNK      MONUMENTED       LOCENG
 DE0881  HISTORY     - 1961     GOOD             NGS
 DE0881  HISTORY     - 19920305 GOOD             SCGS
 DE0881  HISTORY     - 20010109 GOOD             SCGS
 DE0881
 DE0881                          STATION DESCRIPTION
 DE0881
 DE0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0881'0.8 MI S FROM ELLENTON.
 DE0881'ABOUT 0.6 MILE SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0881'FROM THE CROSSING OF THE SAVANNAH RIVER PLANT ROAD NO. 3, THENCE
 DE0881'0.25 MILE SOUTH ON A SPUR TRACK TO AREA D-(400), 138 FEET NORTHWEST
 DE0881'OF THE NORTHWEST RAIL, 19 1/2 FEET SOUTHEAST OF THE FENCE CORNER,
 DE0881'3 FEET SOUTHWEST OF THE SOUTHEAST-NORTHWEST FENCE LINE, ABOUT LEVEL
 DE0881'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DE0881'1 INCH ABOVE THE LEVEL OF THE GROUND.
 DE0881
 DE0881                          STATION RECOVERY (1992)
 DE0881
 DE0881'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0881'STATION IS LOCATED 14.7 MILES (23.7 KM) SOUTH OF NEW ELLENTON.
 DE0881'OWNERSHIP--SAVANNAH RIVER SITE, DEPARTMENT OF ENERGY. PRIOR
 DE0881'PERMISSION REQUIRED FOR USE.
 DE0881'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 3,
 DE0881'8.0 MILES (12.9 KM) NORTHWEST OF ALLENDALE, GO NORTHWEST ON HIGHWAY
 DE0881'125 FOR 11.7 MILES (18.8 KM) TO A GUARD GATE (SAVANNAH RIVER SITE),
 DE0881'PROCEED AHEAD ON HIGHWAY 125 FOR 10.8 MILES (17.4 KM) TO A CROSSROAD
 DE0881'JUNCTION WITH SRS ROAD 3, TURN LEFT ON ROAD 3 FOR 0.1 MILE (0.2 KM)
 DE0881'TO A GUARD GATE, PROCEED AHEAD ON ROAD 3 FOR 0.35 MILE (0.56 KM) TO A
 DE0881'RAILROAD CROSSING AND A PAVED ROAD RIGHT, TURN RIGHT ON THE PAVED
 DE0881'ROAD FOR 0.6 MILE (1.0 KM) TO A PAVED ROAD LEFT HEADING TOWARD A
 DE0881'LARGE GATE, TURN LEFT ON THE PAVED ROAD FOR 0.05 MILE (0.08 KM) TO
 DE0881'THE GATE AND A METAL BUILDING ON THE RIGHT, PROCEED THROUGH GATE FOR
 DE0881'0.05 MILE (0.08 KM) TO A PAVED ROAD LEFT, TURN LEFT ON THE PAVED ROAD
 DE0881'FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR THE NORTH
 DE0881'CORNER OF A FENCED IN AREA.
 DE0881'STATION IS A CONCRETE POST PROJECTING 1-INCH AND LEVEL WITH THE ROAD,
 DE0881'20.9 FEET (6.4 M) SOUTH SOUTHEAST OF THE CORNER FENCE POST, 4.2 FEET
 DE0881'(1.3 M) SOUTHWEST OF THE FENCE LINE, 19.5 FEET (5.9 M) NORTH
 DE0881'NORTHWEST OF THE SOUTHWEST END OF A 12-INCH CONCRETE PIPE CULVERT
 DE0881'BENEATH THE FENCE, 37.3 FEET (11.4 M) EAST NORTHEAST OF A POWER POLE
 DE0881'WITH TWO GUY WIRES, 1.8 FEET (0.5 M) NORTH OF A WITNESS POST.
 DE0881'RECOVERED BY T. HALL.
 DE0881
 DE0881                          STATION RECOVERY (2001)
 DE0881
 DE0881'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DE0881'STATION IS LOCATED 8.5 MILES (13.7 KM) SOUTH SOUTHEAST OF JACKSON,
 DE0881'21.9 MILES (35.2 KM) WEST OF BARNWELL.  OWNERSHIP--U.S.  DEPARTMENT OF
 DE0881'ENERGY-WESTINGHOUSE SAVANNAH RIVER COMPANY, AIKEN, SC 29808,
 DE0881'CONTACT-DAVID M.  ISMINGER, JR., PHONE 803-952-6956.  TO REACH THE
 DE0881'STATION FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 302 (SILVER BLUFF
 DE0881'ROAD) AND STATE ROAD 32 (SILVER BLUFF ROAD) , 4.7 MILES (7.6 KM) TO
 DE0881'THE JUNCTION OF SAVANNAH RIVER SITE ROAD (A) AT BARRICADE NUMBER 1
 DE0881'GATE HOUSE, BEAR RIGHT ON SRS ROAD (A) FOR 6.45 MILES (10.38 KM) TO
 DE0881'THE JUNCTION OF SRS ROAD 3, TURN RIGHT ON ROAD 3 FOR 0.1 MILE (0.2 KM)
 DE0881'TO BARRICADE 7 GATE HOUSE, CONTINUE THROUGH BARRICADE FOR 0.9 MILE
 DE0881'(1.4 KM) TO THE CROSSROAD JUNCTION OF SRS ROAD A-4, TURN LEFT ON ROAD
 DE0881'A-4 FOR 1.05 MILES (1.69 KM) TO A GATE LEADING TO (D) AREA, PROCEED
 DE0881'THROUGH GATE FOR 0.05 MILE (0.08 KM) TO A PAVED CROSSROAD, TURN LEFT
 DE0881'ON THE PAVED ROAD FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT
 DE0881'NEAR THE NORTH CORNER OF A FENCE IN AREA. STATION IS A CONCRETE POST
 DE0881'PROJECTING 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD,
 DE0881'20.6 FEET (6.3 M) SOUTH SOUTHEAST OF THE NORTH CORNER FENCE POST, 19.2
 DE0881'FEET (5.9 M) NORTH NORTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT
 DE0881'CONCRETE PIPE CULVERT BENEATH THE FENCE, 21.9 FEET (6.7 M) NORTH
 DE0881'NORTHWEST OF A POWER POLE 38Y WITH A GUY WIRE, 37.3 FEET (11.4 M) EAST
 DE0881'NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 1.7
 DE0881'FEET (0.5 M) NORTH OF A WITNESS POST. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0155 ***********************************************************************
 CJ0155  DESIGNATION -  15.709 USE
 CJ0155  PID         -  CJ0155
 CJ0155  STATE/COUNTY-  SC/CHARLESTON
 CJ0155  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0155
 CJ0155                         *CURRENT SURVEY CONTROL
 CJ0155  ___________________________________________________________________
 CJ0155* NAD 83(1986)-  32 45 56.     (N)    079 51 43.     (W)     SCALED    
 CJ0155* NAVD 88     -         3.649  (meters)      11.97   (feet)  ADJUSTED  
 CJ0155  ___________________________________________________________________
 CJ0155  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 CJ0155  DYNAMIC HT  -           3.645 (meters)      11.96  (feet)  COMP
 CJ0155  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CJ0155
 CJ0155  VERT ORDER  -  FIRST     CLASS II
 CJ0155
 CJ0155.The horizontal coordinates were scaled from a topographic map and have
 CJ0155.an estimated accuracy of +/- 6 seconds.
 CJ0155
 CJ0155.The orthometric height was determined by differential leveling
 CJ0155.and adjusted by the National Geodetic Survey in June 1991..
 CJ0155
 CJ0155.The geoid height was determined by GEOID03.
 CJ0155
 CJ0155.The dynamic height is computed by dividing the NAVD 88
 CJ0155.geopotential number by the normal gravity value computed on the
 CJ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0155.degrees latitude (g = 980.6199 gals.).
 CJ0155
 CJ0155.The modeled gravity was interpolated from observed gravity values.
 CJ0155
 CJ0155;                    North         East    Units  Estimated Accuracy
 CJ0155;SPC SC       -   103,970.      716,220.      MT  (+/- 180 meters Scaled)
 CJ0155
 CJ0155                          SUPERSEDED SURVEY CONTROL
 CJ0155
 CJ0155  NGVD 29 (03/21/89)    3.948  (m)           12.95   (f) ADJUSTED    1 2
 CJ0155
 CJ0155.Superseded values are not recommended for survey control.
 CJ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0155.See file dsdata.txt to determine how the superseded data were derived.
 CJ0155
 CJ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS065258(NAD 83)
 CJ0155_MARKER: DD = SURVEY DISK
 CJ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CJ0155_STAMPING: P I 1265+48.92 OFF 160 ELEV 15.709
 CJ0155_MARK LOGO: USE   
 CJ0155_PROJECTION: FLUSH
 CJ0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0155+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ0155
 CJ0155  HISTORY     - Date     Condition        Report By
 CJ0155  HISTORY     - UNK      MONUMENTED       DOD
 CJ0155  HISTORY     - 1952     POOR             NGS
 CJ0155  HISTORY     - 1962     MARK NOT FOUND   NGS
 CJ0155  HISTORY     - 1983     GOOD             SCGS
 CJ0155  HISTORY     - 20030621 GOOD             USPSQD
 CJ0155
 CJ0155                          STATION DESCRIPTION
 CJ0155
 CJ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0155'AT SULLIVANS ISLAND.
 CJ0155'AT SULLIVANS ISLAND, ABOUT 1.8 MILES WEST ALONG CENTRAL AVENUE
 CJ0155'FROM THE POST OFFICE, AT THE SOUTHWEST END OF ABANDONED COVE INLET
 CJ0155'BRIDGE, 15 FEET NORTHWEST OF CENTER LINE OF ROAD APPROACH, 48
 CJ0155'FEET SOUTHWEST OF SOUTHWEST ABUTMENT, 18 FEET SOUTHWEST OF TIDAL
 CJ0155'BM 2 WHICH IS SET IN SOUTHWEST END OF A RETAINING WALL EXTENDING
 CJ0155'SOUTHWEST FROM NORTHWEST END OF ABUTMENT, ABOUT LEVEL WITH
 CJ0155'ROAD AND SET IN THE TOP OF A CONCRETE FILLED 4-INCH IRON PIPE
 CJ0155'PROJECTING 2 INCHES.  NOTE-- DISK IS SLANTING AND NORTHEAST SIDE
 CJ0155'OF DISK IS HIGH POINT.
 CJ0155
 CJ0155                          STATION RECOVERY (1962)
 CJ0155
 CJ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0155'MARK NOT FOUND.
 CJ0155
 CJ0155                          STATION RECOVERY (1983)
 CJ0155
 CJ0155'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0155'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.6 KILOMETERS
 CJ0155'(1.6 MILES) SOUTHWEST AND WESTERLY ALONG MIDDLE STREET (COUNTY ROAD
 CJ0155'S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, THENCE 0.25 KILOMETER
 CJ0155'(0.15 MILE) ALONG AN ABANDONED ROAD (COUNTY ROAD S-10-1562) TO END OF
 CJ0155'ROAD WHERE THE OLD TROLLEY CAR BRIDGE CONNECTED MOUNT PLEASANT TO
 CJ0155'SULLIVANS ISLAND, SET JUST BEFORE REACHING THE CONCRETE REMAINS OF THE
 CJ0155'ABANDONED BRIDGE, 3.6 METERS (11.7 FEET) WEST-NORTHWEST OF THE
 CJ0155'APPROXIMATE CENTER OF ABANDONED ROAD, 10.1 METERS (33.3 FEET) WEST OF
 CJ0155'SOUTH END OF THE SOUTHEAST RETAINING WALL, 14.6 METERS (47.9 FEET)
 CJ0155'SOUTHWEST OF TIDAL 1 STA 39.
 CJ0155'THE MARK IS 0.8 METERS  NNE FROM A WITNESS POST.
 CJ0155'THE MARK IS 0.2 M BELOW ABANDONED ROAD.
 CJ0155
 CJ0155                          STATION RECOVERY (2003)
 CJ0155
 CJ0155'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ0155'TIDAT BM 2 ALSO IN PLACE 18 FEET TO THE NORTHEAST.  MARK IS STAMPED AS
 CJ0155'MONUMENTED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4139 ***********************************************************************
 EB4139  DESIGNATION -  16 001
 EB4139  PID         -  EB4139
 EB4139  STATE/COUNTY-  SC/DARLINGTON
 EB4139  USGS QUAD   -  WITHERSPOON ISLAND (1972)
 EB4139
 EB4139                         *CURRENT SURVEY CONTROL
 EB4139  ___________________________________________________________________
 EB4139* NAD 83(1986)-  34 21 17.     (N)    079 43 35.     (W)     SCALED    
 EB4139* NAVD 88     -        22.421  (meters)      73.56   (feet)  ADJUSTED  
 EB4139  ___________________________________________________________________
 EB4139  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 EB4139  DYNAMIC HT  -          22.399 (meters)      73.49  (feet)  COMP
 EB4139  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EB4139
 EB4139  VERT ORDER  -  FIRST     CLASS II
 EB4139
 EB4139.The horizontal coordinates were scaled from a topographic map and have
 EB4139.an estimated accuracy of +/- 6 seconds.
 EB4139
 EB4139.The orthometric height was determined by differential leveling
 EB4139.and adjusted by the National Geodetic Survey in June 1994..
 EB4139
 EB4139.The geoid height was determined by GEOID03.
 EB4139
 EB4139.The dynamic height is computed by dividing the NAVD 88
 EB4139.geopotential number by the normal gravity value computed on the
 EB4139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4139.degrees latitude (g = 980.6199 gals.).
 EB4139
 EB4139.The modeled gravity was interpolated from observed gravity values.
 EB4139
 EB4139;                    North         East    Units  Estimated Accuracy
 EB4139;SPC SC       -   280,340.      726,750.      MT  (+/- 180 meters Scaled)
 EB4139
 EB4139                          SUPERSEDED SURVEY CONTROL
 EB4139
 EB4139.No superseded survey control is available for this station.
 EB4139
 EB4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU171022(NAD 83)
 EB4139_MARKER: DD = SURVEY DISK
 EB4139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4139_SP_SET: CONCRETE POST
 EB4139_STAMPING: 16 001 1993
 EB4139_MARK LOGO: SCGS  
 EB4139_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4139+STABILITY: SURFACE MOTION
 EB4139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4139+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4139
 EB4139  HISTORY     - Date     Condition        Report By
 EB4139  HISTORY     - 1993     MONUMENTED       SCGS
 EB4139
 EB4139                          STATION DESCRIPTION
 EB4139
 EB4139'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4139'STATION IS LOCATED 8.9 MILES (14.3 KM) EAST NORTHEAST OF DARLINGTON,
 EB4139'13.0 MILES (20.9 KM) SOUTHEAST OF SOCIETY HILL. OWNERSHIP--SCDHPT,
 EB4139'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4139'803-737-1350. TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 EB4139'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0 MILES
 EB4139'(25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY 34 FOR
 EB4139'6.2 MILES (10.0 KM) TO THE EAST END OF THE BRIDGE OVER THE PEE DEE
 EB4139'RIVER, CONTINUE ON HIGHWAY 34 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION
 EB4139'OF STATE ROAD 900, CONTINUE ON HIGHWAY 34 FOR 1.5 MILES (2.4 KM) TO
 EB4139'THE WEST END OF THE BRIDGE OVER A SWAMP AND THE STATION NEAR THE
 EB4139'NORTHWEST CORNER. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EB4139'AND LEVEL WITH THE HIGHWAY, 16.1 FEET (4.9 M) NORTH NORTHWEST OF THE
 EB4139'CENTER OF THE HIGHWAY, 3.2 FEET (1.0 M) SOUTHWEST OF THE NORTHWEST
 EB4139'CORNER OF THE BRIDGE, 3.0 FEET (0.9 M) WEST NORTHWEST OF A WITNESS
 EB4139'POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4141 ***********************************************************************
 EB4141  DESIGNATION -  16 002
 EB4141  PID         -  EB4141
 EB4141  STATE/COUNTY-  SC/DARLINGTON
 EB4141  USGS QUAD   -  WITHERSPOON ISLAND (1972)
 EB4141
 EB4141                         *CURRENT SURVEY CONTROL
 EB4141  ___________________________________________________________________
 EB4141* NAD 83(1986)-  34 21 07.     (N)    079 44 38.     (W)     SCALED    
 EB4141* NAVD 88     -        45.068  (meters)     147.86   (feet)  ADJUSTED  
 EB4141  ___________________________________________________________________
 EB4141  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EB4141  DYNAMIC HT  -          45.025 (meters)     147.72  (feet)  COMP
 EB4141  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EB4141
 EB4141  VERT ORDER  -  FIRST     CLASS II
 EB4141
 EB4141.The horizontal coordinates were scaled from a topographic map and have
 EB4141.an estimated accuracy of +/- 6 seconds.
 EB4141
 EB4141.The orthometric height was determined by differential leveling
 EB4141.and adjusted by the National Geodetic Survey in June 1994..
 EB4141
 EB4141.The geoid height was determined by GEOID03.
 EB4141
 EB4141.The dynamic height is computed by dividing the NAVD 88
 EB4141.geopotential number by the normal gravity value computed on the
 EB4141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4141.degrees latitude (g = 980.6199 gals.).
 EB4141
 EB4141.The modeled gravity was interpolated from observed gravity values.
 EB4141
 EB4141;                    North         East    Units  Estimated Accuracy
 EB4141;SPC SC       -   280,010.      725,150.      MT  (+/- 180 meters Scaled)
 EB4141
 EB4141                          SUPERSEDED SURVEY CONTROL
 EB4141
 EB4141.No superseded survey control is available for this station.
 EB4141
 EB4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU155018(NAD 83)
 EB4141_MARKER: DD = SURVEY DISK
 EB4141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4141_SP_SET: CONCRETE POST
 EB4141_STAMPING: 16 002 1993
 EB4141_MARK LOGO: SCGS  
 EB4141_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4141+STABILITY: SURFACE MOTION
 EB4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4141+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1996
 EB4141
 EB4141  HISTORY     - Date     Condition        Report By
 EB4141  HISTORY     - 1993     MONUMENTED       SCGS
 EB4141  HISTORY     - 19961202 GOOD             SCGS
 EB4141
 EB4141                          STATION DESCRIPTION
 EB4141
 EB4141'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4141'STATION IS LOCATED 7.9 MILES (12.7 KM) EAST NORTHEAST OF DARLINGTON,
 EB4141'12.6 MILES (20.3 KM) SOUTHEAST OF SOCIETY HILL. OWNERSHIP--UNKNOWN.
 EB4141'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 EB4141'HIGHWAY 34 IN DARLINGTON, GO NORTHEAST ON HIGHWAY 34 FOR 0.05 MILE
 EB4141'(0.08 KM) THROUGH THE DOWNTOWN SQUARE TO A SHARP TURN RIGHT, TURN
 EB4141'RIGHT ON HIGHWAY 34 (CASHUA STREET) FOR 8.1 MILES (13.0 KM) TO THE
 EB4141'JUNCTION OF STATE ROAD 495 RIGHT AND A SAND ROAD LEFT AND THE STATION
 EB4141'NEAR THE SOUTHWEST CORNER OF A BRICK BUILDING (GODBOLDS CABIN) IN THE
 EB4141'WEST ANGLE OF THE SAND ROAD. STATION IS A CONCRETE POST FLUSH WITH
 EB4141'THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 65.7 FEET
 EB4141'(20.0 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.2 FEET
 EB4141'(0.7 M) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 48.2
 EB4141'FEET (14.7 M) WEST SOUTHWEST OF THE CENTER OF THE SAND ROAD, 15.0
 EB4141'FEET (4.6 M) WEST NORTHWEST OF THE NORTHEAST CORNER OF AN UNUSED
 EB4141'CONCRETE PAD IN FRONT OF THE BUILDING. DESCRIBED BY T. HALL.
 EB4141
 EB4141                          STATION RECOVERY (1996)
 EB4141
 EB4141'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB4141'STATION IS LOCATED 7.9 MILES (12.7 KM) EAST NORTHEAST OF DARLINGTON,
 EB4141'12.6 MILES (20.3 KM) SOUTHEAST OF SOCIETY HILL.  OWNERSHIP--UNKNOWN.
 EB4141'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 52 AND STATE
 EB4141'HIGHWAY 34 IN DARLINGTON, GO NORTHEAST ON HIGHWAY 34 FOR 0.05 MILE
 EB4141'(0.08 KM) THROUGH THE DOWNTOWN SQUARE TO A SHARP TURN RIGHT, TURN
 EB4141'RIGHT ON HIGHWAY 34 (CASHUA STREET) FOR 8.3 MILES (13.4 KM) TO THE
 EB4141'JUNCTION OF STATE ROAD 495 RIGHT AND A SAND ROAD LEFT (GOD BOLD ROAD)
 EB4141'AND THE STATION NEAR THE SOUTHWEST CORNER OF A BRICK BUILDING
 EB4141'(GODBOLDS CABIN) IN THE WEST ANGLE OF THE SAND ROAD.  STATION IS A
 EB4141'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE
 EB4141'HIGHWAY, 65.7 FEET (20.0 M) NORTH NORTHWEST OF THE CENTER OF THE
 EB4141'HIGHWAY, 2.2 FEET (0.7 M) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF
 EB4141'THE BUILDING, 48.2 FEET (14.7 M) WEST SOUTHWEST OF THE CENTER OF THE
 EB4141'SAND ROAD, 15.0 FEET (4.6 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF
 EB4141'AN UNUSED CONCRETE PAD IN FRONT OF THE BUILDING, 76.4 FEET (23.3 M)
 EB4141'SOUTHEAST OF A POWER POLE 20R/1/2 WITH A GUY WIRE AND TRANSFORMER.
 EB4141'RECOVERED BY L.A.  OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4142 ***********************************************************************
 EB4142  DESIGNATION -  16 003
 EB4142  PID         -  EB4142
 EB4142  STATE/COUNTY-  SC/DARLINGTON
 EB4142  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4142
 EB4142                         *CURRENT SURVEY CONTROL
 EB4142  ___________________________________________________________________
 EB4142* NAD 83(2001)-  34 20 35.94264(N)    079 45 38.40718(W)     ADJUSTED  
 EB4142* NAVD 88     -        45.768  (meters)     150.16   (feet)  ADJUSTED  
 EB4142  ___________________________________________________________________
 EB4142  X           -     937,130.952 (meters)                     COMP
 EB4142  Y           -  -5,187,918.644 (meters)                     COMP
 EB4142  Z           -   3,577,962.211 (meters)                     COMP
 EB4142  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 EB4142  ELLIP HEIGHT-          13.63  (meters)          (04/13/06) GPS OBS
 EB4142  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 EB4142  DYNAMIC HT  -          45.724 (meters)     150.01  (feet)  COMP
 EB4142  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EB4142
 EB4142  HORZ ORDER  -  FIRST
 EB4142  VERT ORDER  -  FIRST     CLASS II
 EB4142  ELLP ORDER  -  FOURTH    CLASS II
 EB4142
 EB4142.The horizontal coordinates were established by GPS observations
 EB4142.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2006..
 EB4142
 EB4142.The orthometric height was determined by differential leveling
 EB4142.and adjusted by the National Geodetic Survey in June 1994..
 EB4142
 EB4142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4142
 EB4142.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4142
 EB4142.The ellipsoidal height was determined by GPS observations
 EB4142.and is referenced to NAD 83.
 EB4142
 EB4142.The geoid height was determined by GEOID03.
 EB4142
 EB4142.The dynamic height is computed by dividing the NAVD 88
 EB4142.geopotential number by the normal gravity value computed on the
 EB4142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4142.degrees latitude (g = 980.6199 gals.).
 EB4142
 EB4142.The modeled gravity was interpolated from observed gravity values.
 EB4142
 EB4142;                    North         East     Units Scale Factor Converg.
 EB4142;SPC SC       -   279,034.960   723,614.296   MT  0.99986269   +0 41 13.5
 EB4142;SPC SC       -   915,469.03  2,374,062.65   iFT  0.99986269   +0 41 13.5
 EB4142;UTM  17      - 3,800,918.962   613,990.331   MT  0.99976017   +0 41 57.3
 EB4142
 EB4142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4142!SPC SC       -   0.99999786  x   0.99986269  =   0.99986055
 EB4142!UTM  17      -   0.99999786  x   0.99976017  =   0.99975803
 EB4142
 EB4142                          SUPERSEDED SURVEY CONTROL
 EB4142
 EB4142  NAD 83(2001)-  34 20 35.94261(N)    079 45 38.40620(W) AD(       ) 1
 EB4142  ELLIP H (03/13/03)   13.66   (m)                       GP(       ) 4 2
 EB4142  NAD 83(1995)-  34 20 35.94265(N)    079 45 38.40619(W) AD(       ) 1
 EB4142  ELLIP H (12/20/99)   13.65   (m)                       GP(       ) 4 1
 EB4142  NAD 83(1986)-  34 20 35.95476(N)    079 45 38.40462(W) AD(       ) 1
 EB4142  NAVD 88 (04/13/06)   45.77   (m)          150.2    (f) LEVELING    3  
 EB4142
 EB4142.Superseded values are not recommended for survey control.
 EB4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4142.See file dsdata.txt to determine how the superseded data were derived.
 EB4142
 EB4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1399000919(NAD 83)
 EB4142_MARKER: DD = SURVEY DISK
 EB4142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4142_SP_SET: CONCRETE POST
 EB4142_STAMPING: 16 003 1993
 EB4142_MARK LOGO: SCGS  
 EB4142_PROJECTION: FLUSH
 EB4142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4142+STABILITY: SURFACE MOTION
 EB4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4142+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 EB4142
 EB4142  HISTORY     - Date     Condition        Report By
 EB4142  HISTORY     - 1993     MONUMENTED       SCGS
 EB4142  HISTORY     - 19970203 GOOD             SCGS
 EB4142  HISTORY     - 20050926 GOOD             SCGS
 EB4142
 EB4142                          STATION DESCRIPTION
 EB4142
 EB4142'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4142'STATION IS LOCATED 6.8 MILES (10.9 KM) EAST NORTHEAST OF DARLINGTON,
 EB4142'12.8 MILES (20.6 KM) SOUTHEAST OF SOCIETY HILL.
 EB4142'OWNERSHIP--MECHANICSVILLE BAPTIST CHURCH. TO REACH THE STATION FROM
 EB4142'THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 34 IN DARLINGTON,
 EB4142'GO NORTHEAST ON HIGHWAY 34 FOR 0.05 MILE (0.08 KM) THROUGH THE
 EB4142'DOWNTOWN SQUARE TO A SHARP TURN RIGHT, TURN RIGHT ON HIGHWAY 34
 EB4142'(CASHUA STREET)FOR 7.2 MILES (11.6 KM) TO THE JUNCTION OF STATE ROAD
 EB4142'29 AND THE STATION NEAR A BRICK SIGN FOR THE MECHANICSVILLE BAPTIST
 EB4142'CHURCH IN THE WEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST
 EB4142'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 49.0 FEET (14.9 M)
 EB4142'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.4 FEET (0.7 M) NORTH
 EB4142'OF THE NORTHWEST CORNER OF THE BRICK SIGN, 61.3 FEET (18.7 M)
 EB4142'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRICK BASE OF A COLUMN AT THE
 EB4142'SOUTHWEST CORNER OF THE CHURCH, 61.9 FEET (18.9 M) SOUTH OF THE
 EB4142'SOUTHEAST CORNER OF THE BRICK BASE OF A COLUMN AT THE SOUTHEAST
 EB4142'CORNER OF THE CHURCH, 85.6 FEET (26.1 M) NORTHEAST OF THE EAST END OF
 EB4142'A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE SOUTHWEST ENTRANCE
 EB4142'DRIVEWAY TO THE CHURCH. DESCRIBED BY T. HALL.
 EB4142
 EB4142                          STATION RECOVERY (1997)
 EB4142
 EB4142'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 EB4142'RECOVERED AS DESCRIBED.
 EB4142
 EB4142                          STATION RECOVERY (2005)
 EB4142
 EB4142'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 EB4142'STATION IS LOCATED 7.3 MI (11.75 KM) EAST-NORTHEAST OF DARLINGTON,
 EB4142'10.2 MI (16.42 KM) NORTH OF FLORENCE. OWNERSHIP--MECHANICSVILLE
 EB4142'BAPTIST CHURCH, 2364 CASHUA FERRY ROAD, DARLINGTON, SC 29532, PHONE
 EB4142'843-393-1029. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB4142'52 AND STATE HIGHWAY 34 IN DARLINGTON, GO NORTHEAST ON HIGHWAY 34 FOR
 EB4142'0.05 MILE (0.08 KM) THROUGH THE DOWNTOWN SQUARE TO A SHARP TURN RIGHT,
 EB4142'TURN RIGHT ON HIGHWAY 34 (CASHUA STREET) FOR 5.2 MI (8.37 KM) TO THE
 EB4142'JUNCTION OF STATE ROAD 625 (ABBOTT ROAD), CONTINUE ON HIGHWAY 34 FOR
 EB4142'1.9 MI (3.06 KM) TO THE STATION ON THE LEFT NEAR A BRICK SIGN FOR THE
 EB4142'MECHANICSVILLE BAPTIST CHURCH, 0.05 MI (0.08 KM) SOUTHWEST OF THE
 EB4142'JUNCTION OF STATE ROAD 29 (MECHANICSVILLE HIGHWAY). STATION IS A
 EB4142'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 49.0
 EB4142'FEET (14.9 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.4 FEET
 EB4142'(0.7 M) NORTH OF THE NORTHWEST CORNER OF THE BRICK SIGN, 61.5 FEET
 EB4142'(18.7 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRICK BASE OF A
 EB4142'COLUMN AT THE SOUTHWEST CORNER OF THE CHURCH, 62.0 FEET (18.9 M) SOUTH
 EB4142'OF THE SOUTHEAST CORNER OF THE BRICK BASE OF A COLUMN AT THE SOUTHEAST
 EB4142'CORNER OF THE CHURCH, 85.5 FEET (26.1 M) NORTHEAST OF THE EAST END OF
 EB4142'A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE SOUTHWEST ENTRANCE
 EB4142'DRIVEWAY TO THE CHURCH.  DESCRIBED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4143 ***********************************************************************
 EB4143  DESIGNATION -  16 004
 EB4143  PID         -  EB4143
 EB4143  STATE/COUNTY-  SC/DARLINGTON
 EB4143  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4143
 EB4143                         *CURRENT SURVEY CONTROL
 EB4143  ___________________________________________________________________
 EB4143* NAD 83(1986)-  34 20 18.     (N)    079 46 29.     (W)     SCALED    
 EB4143* NAVD 88     -        47.144  (meters)     154.67   (feet)  ADJUSTED  
 EB4143  ___________________________________________________________________
 EB4143  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EB4143  DYNAMIC HT  -          47.099 (meters)     154.52  (feet)  COMP
 EB4143  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EB4143
 EB4143  VERT ORDER  -  FIRST     CLASS II
 EB4143
 EB4143.The horizontal coordinates were scaled from a topographic map and have
 EB4143.an estimated accuracy of +/- 6 seconds.
 EB4143
 EB4143.The orthometric height was determined by differential leveling
 EB4143.and adjusted by the National Geodetic Survey in June 1994..
 EB4143
 EB4143.The geoid height was determined by GEOID03.
 EB4143
 EB4143.The dynamic height is computed by dividing the NAVD 88
 EB4143.geopotential number by the normal gravity value computed on the
 EB4143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4143.degrees latitude (g = 980.6199 gals.).
 EB4143
 EB4143.The modeled gravity was interpolated from observed gravity values.
 EB4143
 EB4143;                    North         East    Units  Estimated Accuracy
 EB4143;SPC SC       -   278,470.      722,330.      MT  (+/- 180 meters Scaled)
 EB4143
 EB4143                          SUPERSEDED SURVEY CONTROL
 EB4143
 EB4143.No superseded survey control is available for this station.
 EB4143
 EB4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU127003(NAD 83)
 EB4143_MARKER: DD = SURVEY DISK
 EB4143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4143_SP_SET: CONCRETE POST
 EB4143_STAMPING: 16 004 1993
 EB4143_MARK LOGO: SCGS  
 EB4143_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4143+STABILITY: SURFACE MOTION
 EB4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4143+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4143
 EB4143  HISTORY     - Date     Condition        Report By
 EB4143  HISTORY     - 1993     MONUMENTED       SCGS
 EB4143
 EB4143                          STATION DESCRIPTION
 EB4143
 EB4143'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4143'STATION IS LOCATED 6.05 MILES (9.74 KM) EAST NORTHEAST OF DARLINGTON,
 EB4143'12.8 MILES (20.6 KM) SOUTH SOUTHEAST OF SOCIETY HILL.
 EB4143'OWNERSHIP--JAMES AND JENNY NORWOOD, 2113 CASHUA FERRY ROAD,
 EB4143'DARLINGTON, SC 29532, PHONE 803-393-1929. TO REACH THE STATION FROM
 EB4143'THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 34 IN DARLINGTON,
 EB4143'GO NORTHEAST ON HIGHWAY 34 FOR 0.05 MILE (0.08 KM) THROUGH THE
 EB4143'DOWNTOWN SQUARE TO A SHARP TURN RIGHT, TURN RIGHT ON HIGHWAY 34
 EB4143'(CASHUA STREET) FOR 5.8 MILES (9.3 KM) TO THE JUNCTION OF STATE ROAD
 EB4143'1290 (DEERFIELD ROAD), CONTINUE ON HIGHWAY 34 FOR 0.45 MILE
 EB4143'(0.72 KM) TO THE STATION ON THE LEFT NEAR A CHAIN LINK FENCE CORNER
 EB4143'POST AT THE SOUTHWEST CORNER OF THE YARD OF A HOUSE. STATION IS A
 EB4143'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 61.8
 EB4143'FEET (18.8 M) NORTH OF THE CENTER OF THE HIGHWAY, 7.8 FEET (2.4 M)
 EB4143'SOUTH SOUTHEAST OF THE SOUTHWEST CHAIN LINK FENCE CORNER POST, 34.0
 EB4143'FEET (10.4 M) WEST OF A 3.4-FOOT PECAN TREE, 79.5 FEET (24.2 M)
 EB4143'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 2.0 FEET (0.6 M)
 EB4143'NORTHEAST OF A WOODEN FENCE POST WITH A SCGS REFERENCE WASHER
 EB4143'ATTACHED. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4144 ***********************************************************************
 EB4144  DESIGNATION -  16 005
 EB4144  PID         -  EB4144
 EB4144  STATE/COUNTY-  SC/DARLINGTON
 EB4144  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4144
 EB4144                         *CURRENT SURVEY CONTROL
 EB4144  ___________________________________________________________________
 EB4144* NAD 83(1986)-  34 20 00.     (N)    079 47 29.     (W)     SCALED    
 EB4144* NAVD 88     -        45.999  (meters)     150.92   (feet)  ADJUSTED  
 EB4144  ___________________________________________________________________
 EB4144  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EB4144  DYNAMIC HT  -          45.954 (meters)     150.77  (feet)  COMP
 EB4144  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 EB4144
 EB4144  VERT ORDER  -  FIRST     CLASS II
 EB4144
 EB4144.The horizontal coordinates were scaled from a topographic map and have
 EB4144.an estimated accuracy of +/- 6 seconds.
 EB4144
 EB4144.The orthometric height was determined by differential leveling
 EB4144.and adjusted by the National Geodetic Survey in June 1994..
 EB4144
 EB4144.The geoid height was determined by GEOID03.
 EB4144
 EB4144.The dynamic height is computed by dividing the NAVD 88
 EB4144.geopotential number by the normal gravity value computed on the
 EB4144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4144.degrees latitude (g = 980.6199 gals.).
 EB4144
 EB4144.The modeled gravity was interpolated from observed gravity values.
 EB4144
 EB4144;                    North         East    Units  Estimated Accuracy
 EB4144;SPC SC       -   277,890.      720,800.      MT  (+/- 180 meters Scaled)
 EB4144
 EB4144                          SUPERSEDED SURVEY CONTROL
 EB4144
 EB4144.No superseded survey control is available for this station.
 EB4144
 EB4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT111997(NAD 83)
 EB4144_MARKER: DD = SURVEY DISK
 EB4144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4144_SP_SET: CONCRETE POST
 EB4144_STAMPING: 16 005 1993
 EB4144_MARK LOGO: SCGS  
 EB4144_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4144+STABILITY: SURFACE MOTION
 EB4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4144+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4144
 EB4144  HISTORY     - Date     Condition        Report By
 EB4144  HISTORY     - 1993     MONUMENTED       SCGS
 EB4144
 EB4144                          STATION DESCRIPTION
 EB4144
 EB4144'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4144'STATION IS LOCATED 5.0 MILES (8.0 KM) EAST NORTHEAST OF DARLINGTON,
 EB4144'12.8 MILES (20.6 KM) SOUTH SOUTHEAST OF SOCIETY HILL.
 EB4144'OWNERSHIP--ALBERTA C. TOLSON, 1803 CASHUA FERRY ROAD, DARLINGTON, SC
 EB4144'29532, PHONE 803-393-2937. TO REACH THE STATION FROM THE JUNCTION OF
 EB4144'U.S. HIGHWAY 52 AND STATE HIGHWAY 34 IN DARLINGTON, GO NORTHEAST ON
 EB4144'HIGHWAY 34 FOR 0.05 MILE (0.08 KM) THROUGH THE DOWNTOWN SQUARE TO A
 EB4144'SHARP TURN RIGHT, TURN RIGHT ON HIGHWAY 34 (CASHUA STREET) FOR 5.25
 EB4144'MILES (8.45 KM) TO THE JUNCTION OF STATE ROAD 625 (ABBOTT ROAD) AND
 EB4144'THE STATION NEAR THE SOUTHWEST CORNER OF VINYL-SIDED HOUSE NUMBER
 EB4144'1802 IN THE NORTH ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST
 EB4144'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 70.9 FEET (21.6 M)
 EB4144'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 99.7 FEET (30.4 M) EAST
 EB4144'NORTHEAST OF THE CENTER OF THE ROAD, 9.1 FEET (2.8 M) SOUTHWEST OF
 EB4144'THE SOUTHWEST CORNER OF THE HOUSE, 74.7 FEET (22.8 M) NORTHEAST OF A
 EB4144'POWER POLE NUMBER 20/84 WITH A TRANSFORMER. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4145 ***********************************************************************
 EB4145  DESIGNATION -  16 006
 EB4145  PID         -  EB4145
 EB4145  STATE/COUNTY-  SC/DARLINGTON
 EB4145  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4145
 EB4145                         *CURRENT SURVEY CONTROL
 EB4145  ___________________________________________________________________
 EB4145* NAD 83(1986)-  34 19 23.     (N)    079 48 29.     (W)     SCALED    
 EB4145* NAVD 88     -        45.975  (meters)     150.84   (feet)  ADJUSTED  
 EB4145  ___________________________________________________________________
 EB4145  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EB4145  DYNAMIC HT  -          45.931 (meters)     150.69  (feet)  COMP
 EB4145  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EB4145
 EB4145  VERT ORDER  -  FIRST     CLASS II
 EB4145
 EB4145.The horizontal coordinates were scaled from a topographic map and have
 EB4145.an estimated accuracy of +/- 6 seconds.
 EB4145
 EB4145.The orthometric height was determined by differential leveling
 EB4145.and adjusted by the National Geodetic Survey in June 1994..
 EB4145
 EB4145.The geoid height was determined by GEOID03.
 EB4145
 EB4145.The dynamic height is computed by dividing the NAVD 88
 EB4145.geopotential number by the normal gravity value computed on the
 EB4145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4145.degrees latitude (g = 980.6199 gals.).
 EB4145
 EB4145.The modeled gravity was interpolated from observed gravity values.
 EB4145
 EB4145;                    North         East    Units  Estimated Accuracy
 EB4145;SPC SC       -   276,740.      719,280.      MT  (+/- 180 meters Scaled)
 EB4145
 EB4145                          SUPERSEDED SURVEY CONTROL
 EB4145
 EB4145.No superseded survey control is available for this station.
 EB4145
 EB4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT096986(NAD 83)
 EB4145_MARKER: DD = SURVEY DISK
 EB4145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4145_SP_SET: CONCRETE POST
 EB4145_STAMPING: 16 006 1993
 EB4145_MARK LOGO: SCGS  
 EB4145_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4145+STABILITY: SURFACE MOTION
 EB4145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4145+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4145
 EB4145  HISTORY     - Date     Condition        Report By
 EB4145  HISTORY     - 1993     MONUMENTED       SCGS
 EB4145
 EB4145                          STATION DESCRIPTION
 EB4145
 EB4145'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4145'STATION IS LOCATED 3.8 MILES (6.1 KM) EAST NORTHEAST OF DARLINGTON,
 EB4145'12.8 MILES (20.6 KM) SOUTH SOUTHEAST OF SOCIETY HILL.
 EB4145'OWNERSHIP--EARNEST LEWIS, PHONE 803-393-7100. TO REACH THE STATION
 EB4145'FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 34 IN
 EB4145'DARLINGTON, GO NORTHEAST ON HIGHWAY 34 FOR 0.05 MILE (0.08 KM)
 EB4145'THROUGH THE DOWNTOWN SQUARE TO A SHARP TURN RIGHT, TURN RIGHT ON
 EB4145'HIGHWAY 34 (CASHUA STREET) FOR 3.9 MILES (6.3 KM) TO THE JUNCTION OF
 EB4145'STATE ROAD 180 (BULL ROAD), BEAR RIGHT ON ROAD 180 FOR 0.1 MILE
 EB4145'(0.2 KM) TO THE STATION ON THE RIGHT NEAR A 4.O-FOOT TALL BRICK
 EB4145'PILLAR AT THE NORTHEAST CORNER OF THE YARD OF A BRICK HOUSE NUMBER
 EB4145'113. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EB4145'THE ROAD, 33.4 FEET (10.2 M) SOUTH OF THE CENTER OF THE ROAD, 5.2
 EB4145'FEET (1.6 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 EB4145'PILLAR, 130.4 FEET (39.7 M) EAST OF THE EAST END OF A 1.6-FOOT
 EB4145'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO THE HOUSE, 83.6 FEET
 EB4145'(25.5 M) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 11.9 FEET
 EB4145'(3.6 M) SOUTHWEST OF A 1.3-FOOT PIN OAK TREE. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4146 ***********************************************************************
 EB4146  DESIGNATION -  16 007
 EB4146  PID         -  EB4146
 EB4146  STATE/COUNTY-  SC/DARLINGTON
 EB4146  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4146
 EB4146                         *CURRENT SURVEY CONTROL
 EB4146  ___________________________________________________________________
 EB4146* NAD 83(1986)-  34 19 10.     (N)    079 49 23.     (W)     SCALED    
 EB4146* NAVD 88     -        45.341  (meters)     148.76   (feet)  ADJUSTED  
 EB4146  ___________________________________________________________________
 EB4146  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EB4146  DYNAMIC HT  -          45.297 (meters)     148.61  (feet)  COMP
 EB4146  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EB4146
 EB4146  VERT ORDER  -  FIRST     CLASS II
 EB4146
 EB4146.The horizontal coordinates were scaled from a topographic map and have
 EB4146.an estimated accuracy of +/- 6 seconds.
 EB4146
 EB4146.The orthometric height was determined by differential leveling
 EB4146.and adjusted by the National Geodetic Survey in June 1994..
 EB4146
 EB4146.The geoid height was determined by GEOID03.
 EB4146
 EB4146.The dynamic height is computed by dividing the NAVD 88
 EB4146.geopotential number by the normal gravity value computed on the
 EB4146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4146.degrees latitude (g = 980.6199 gals.).
 EB4146
 EB4146.The modeled gravity was interpolated from observed gravity values.
 EB4146
 EB4146;                    North         East    Units  Estimated Accuracy
 EB4146;SPC SC       -   276,320.      717,910.      MT  (+/- 180 meters Scaled)
 EB4146
 EB4146                          SUPERSEDED SURVEY CONTROL
 EB4146
 EB4146.No superseded survey control is available for this station.
 EB4146
 EB4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT082982(NAD 83)
 EB4146_MARKER: DD = SURVEY DISK
 EB4146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4146_SP_SET: CONCRETE POST
 EB4146_STAMPING: 16 007 1993
 EB4146_MARK LOGO: SCGS  
 EB4146_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4146+STABILITY: SURFACE MOTION
 EB4146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4146+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4146
 EB4146  HISTORY     - Date     Condition        Report By
 EB4146  HISTORY     - 1993     MONUMENTED       SCGS
 EB4146
 EB4146                          STATION DESCRIPTION
 EB4146
 EB4146'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4146'STATION IS LOCATED 3.0 MILES (4.8 KM) EAST NORTHEAST OF DARLINGTON.
 EB4146'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4146'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4146'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 34 IN DARLINGTON, GO
 EB4146'NORTHEAST ON HIGHWAY 34 FOR 0.05 MILE (0.08 KM) THROUGH THE DOWNTOWN
 EB4146'SQUARE TO A SHARP TURN RIGHT, TURN RIGHT ON HIGHWAY 34 (CASHUA
 EB4146'STREET)FOR 2.4 MILES (3.9 KM) TO THE JUNCTION OF STATE ROAD 228
 EB4146'(SPRINGVILLE ROAD), CONTINUE ON HIGHWAY 34 FOR 0.85 MILE (1.37 KM) TO
 EB4146'THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A SAND ROAD
 EB4146'RIGHT (COGGESHALL ROAD). STATION IS A CONCRETE POST FLUSH WITH THE
 EB4146'GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 9.2 FEET (2.8 M)
 EB4146'SOUTH SOUTHWEST OF THE POWER POLE 20/47A WITH GUY WIRE AND A
 EB4146'TRANSFORMER, 26.5 FEET (8.1 M) SOUTH OF THE WEST END OF A 2.5-FOOT
 EB4146'CONCRETE PIPE CULVERT BENEATH THE ROAD, 66.7 FEET (20.3 M) SOUTH
 EB4146'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 43.0 FEET (13.1 M) SOUTHWEST
 EB4146'OF THE CENTER OF THE ROAD, 88.2 FEET (26.9 M) NORTH OF THE NORTH
 EB4146'CORNER OF A BRICK CHIMNEY OF A TWO STORY VINYL-SIDED HOUSE, 9.5 FEET
 EB4146'(2.9 M) SOUTH SOUTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4147 ***********************************************************************
 EB4147  DESIGNATION -  16 008
 EB4147  PID         -  EB4147
 EB4147  STATE/COUNTY-  SC/DARLINGTON
 EB4147  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4147
 EB4147                         *CURRENT SURVEY CONTROL
 EB4147  ___________________________________________________________________
 EB4147* NAD 83(1986)-  34 18 45.     (N)    079 50 23.     (W)     SCALED    
 EB4147* NAVD 88     -        43.109  (meters)     141.43   (feet)  ADJUSTED  
 EB4147  ___________________________________________________________________
 EB4147  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EB4147  DYNAMIC HT  -          43.068 (meters)     141.30  (feet)  COMP
 EB4147  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 EB4147
 EB4147  VERT ORDER  -  FIRST     CLASS II
 EB4147
 EB4147.The horizontal coordinates were scaled from a topographic map and have
 EB4147.an estimated accuracy of +/- 6 seconds.
 EB4147
 EB4147.The orthometric height was determined by differential leveling
 EB4147.and adjusted by the National Geodetic Survey in June 1994..
 EB4147
 EB4147.The geoid height was determined by GEOID03.
 EB4147
 EB4147.The dynamic height is computed by dividing the NAVD 88
 EB4147.geopotential number by the normal gravity value computed on the
 EB4147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4147.degrees latitude (g = 980.6199 gals.).
 EB4147
 EB4147.The modeled gravity was interpolated from observed gravity values.
 EB4147
 EB4147;                    North         East    Units  Estimated Accuracy
 EB4147;SPC SC       -   275,530.      716,380.      MT  (+/- 180 meters Scaled)
 EB4147
 EB4147                          SUPERSEDED SURVEY CONTROL
 EB4147
 EB4147.No superseded survey control is available for this station.
 EB4147
 EB4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT067974(NAD 83)
 EB4147_MARKER: DD = SURVEY DISK
 EB4147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4147_SP_SET: CONCRETE POST
 EB4147_STAMPING: 16 008 1993
 EB4147_MARK LOGO: SCGS  
 EB4147_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4147+STABILITY: SURFACE MOTION
 EB4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4147+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4147
 EB4147  HISTORY     - Date     Condition        Report By
 EB4147  HISTORY     - 1993     MONUMENTED       SCGS
 EB4147  HISTORY     - 19961126 MARK NOT FOUND   SCGS
 EB4147
 EB4147                          STATION DESCRIPTION
 EB4147
 EB4147'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4147'STATION IS LOCATED 2.0 MILES (3.2 KM) EAST NORTHEAST OF DARLINGTON.
 EB4147'OWNERSHIP--WILSON CLINIC AND HOSPITAL, SARAH SHEFFIELD, FACILITY
 EB4147'MANAGEMENT, 701 CASHUA FERRY ROAD, DARLINGTON, SC 29532, PHONE
 EB4147'803-395-1100. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB4147'52 AND STATE HIGHWAY 34 IN DARLINGTON, GO NORTHEAST ON HIGHWAY 34 FOR
 EB4147'0.05 MILE (0.08 KM) THROUGH THE DOWNTOWN SQUARE TO A SHARP TURN
 EB4147'RIGHT, TURN RIGHT ON HIGHWAY 34 (CASHUA STREET) FOR 2.0 MILES
 EB4147'(3.2 KM) TO THE JUNCTION OF STATE ROAD 173 (POCKET ROAD), CONTINUE ON
 EB4147'HIGHWAY 34 FOR 0.15 MILE (0.24 KM) TO AN ENTRANCE DRIVEWAY LEFT
 EB4147'LEADING TO THE MAIN ENTRANCE TO THE WILSON CLINIC AND HOSPITAL AND
 EB4147'THE STATION NEAR THE SOUTHEAST CORNER OF A BRICK SIGN BASE AND IN
 EB4147'LINE WITH A ROW OF COLUMNS ON THE EAST SIDE OF THE COVERED ENTRANCE
 EB4147'WAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EB4147'THE DRIVEWAYS, 48.6 FEET (14.8 M) SOUTH SOUTHEAST OF THE
 EB4147'SOUTHEASTERLY MOST COLUMN OF THE ENTRANCE WAY, 59.7 FEET (18.2 M)
 EB4147'WEST SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 6.7 FEET (2.0 M) SOUTH
 EB4147'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK SIGN BASE, 120.7 FEET
 EB4147'(36.8 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.8 FEET
 EB4147'(1.5 M) SOUTH SOUTHEAST OF THE SOUTH FACE OF THE BRICK SIGN BASE,
 EB4147'68.7 FEET (20.9 M) EAST NORTHEAST OF THE EXIT DRIVEWAY. DESCRIBED BY
 EB4147'T. HALL.
 EB4147
 EB4147                          STATION RECOVERY (1996)
 EB4147
 EB4147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB4147'NOT RECOVERED, SEARCHED 35 MINUTES WITH NO RESULTS, NEWLY CONSTRUCTED
 EB4147'BUILDING NEARBY, MEASUREMENTS DID NOT MATCH.  RECOVERY BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4148 ***********************************************************************
 EB4148  DESIGNATION -  16 009
 EB4148  PID         -  EB4148
 EB4148  STATE/COUNTY-  SC/DARLINGTON
 EB4148  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4148
 EB4148                         *CURRENT SURVEY CONTROL
 EB4148  ___________________________________________________________________
 EB4148* NAD 83(1986)-  34 18 46.     (N)    079 51 32.     (W)     SCALED    
 EB4148* NAVD 88     -        32.524  (meters)     106.71   (feet)  ADJUSTED  
 EB4148  ___________________________________________________________________
 EB4148  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EB4148  DYNAMIC HT  -          32.492 (meters)     106.60  (feet)  COMP
 EB4148  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 EB4148
 EB4148  VERT ORDER  -  FIRST     CLASS II
 EB4148
 EB4148.The horizontal coordinates were scaled from a topographic map and have
 EB4148.an estimated accuracy of +/- 6 seconds.
 EB4148
 EB4148.The orthometric height was determined by differential leveling
 EB4148.and adjusted by the National Geodetic Survey in June 1994..
 EB4148
 EB4148.The geoid height was determined by GEOID03.
 EB4148
 EB4148.The dynamic height is computed by dividing the NAVD 88
 EB4148.geopotential number by the normal gravity value computed on the
 EB4148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4148.degrees latitude (g = 980.6199 gals.).
 EB4148
 EB4148.The modeled gravity was interpolated from observed gravity values.
 EB4148
 EB4148;                    North         East    Units  Estimated Accuracy
 EB4148;SPC SC       -   275,540.      714,620.      MT  (+/- 180 meters Scaled)
 EB4148
 EB4148                          SUPERSEDED SURVEY CONTROL
 EB4148
 EB4148.No superseded survey control is available for this station.
 EB4148
 EB4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT049974(NAD 83)
 EB4148_MARKER: DD = SURVEY DISK
 EB4148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4148_SP_SET: CONCRETE POST
 EB4148_STAMPING: 16 009 1993
 EB4148_MARK LOGO: SCGS  
 EB4148_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4148+STABILITY: SURFACE MOTION
 EB4148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4148+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4148
 EB4148  HISTORY     - Date     Condition        Report By
 EB4148  HISTORY     - 1993     MONUMENTED       SCGS
 EB4148
 EB4148                          STATION DESCRIPTION
 EB4148
 EB4148'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4148'STATION IS LOCATED 0.9 MILE (1.4 KM) EAST NORTHEAST OF DARLINGTON.
 EB4148'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4148'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4148'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 34 IN DARLINGTON, GO
 EB4148'NORTHEAST ON HIGHWAY 34 FOR 0.05 MILE (0.08 KM) THROUGH THE DOWNTOWN
 EB4148'SQUARE TO A SHARP TURN RIGHT, TURN RIGHT ON HIGHWAY 34 (CASHUA
 EB4148'STREET) FOR 0.9 MILE (1.4 KM) TO THE STATION NEAR THE SOUTH CORNER OF
 EB4148'A SMALL BRICK BUILDING (WEDDINGS INCORPORATED) IN THE NORTHWEST ANGLE
 EB4148'OF THE JUNCTION OF STATE ROAD 133. STATION IS A CONCRETE POST FLUSH
 EB4148'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 2.9 FEET (0.9 M) EAST
 EB4148'SOUTHEAST OF THE SOUTH CORNER OF THE BRICK BUILDING, 56.5 FEET
 EB4148'(17.2 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 47.2 FEET
 EB4148'(14.4 M) NORTHWEST OF THE CENTER OF THE ROAD, 36.9 FEET (11.2 M)
 EB4148'SOUTH OF THE SOUTH CORNER OF A CONCRETE FOUNDATION VENT AT THE CORNER
 EB4148'OF THE BUILDING, 66.4 FEET (20.2 M) EAST NORTHEAST OF A POWER POLE
 EB4148'BM11 WITH TWO GUY WIRES. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4149 ***********************************************************************
 EB4149  DESIGNATION -  16 010
 EB4149  PID         -  EB4149
 EB4149  STATE/COUNTY-  SC/DARLINGTON
 EB4149  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4149
 EB4149                         *CURRENT SURVEY CONTROL
 EB4149  ___________________________________________________________________
 EB4149* NAD 83(1986)-  34 18 30.     (N)    079 51 52.     (W)     SCALED    
 EB4149* NAVD 88     -        46.461  (meters)     152.43   (feet)  ADJUSTED  
 EB4149  ___________________________________________________________________
 EB4149  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EB4149  DYNAMIC HT  -          46.416 (meters)     152.28  (feet)  COMP
 EB4149  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 EB4149
 EB4149  VERT ORDER  -  FIRST     CLASS II
 EB4149
 EB4149.The horizontal coordinates were scaled from a topographic map and have
 EB4149.an estimated accuracy of +/- 6 seconds.
 EB4149
 EB4149.The orthometric height was determined by differential leveling
 EB4149.and adjusted by the National Geodetic Survey in June 1994..
 EB4149
 EB4149.The geoid height was determined by GEOID03.
 EB4149
 EB4149.The dynamic height is computed by dividing the NAVD 88
 EB4149.geopotential number by the normal gravity value computed on the
 EB4149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4149.degrees latitude (g = 980.6199 gals.).
 EB4149
 EB4149.The modeled gravity was interpolated from observed gravity values.
 EB4149
 EB4149;                    North         East    Units  Estimated Accuracy
 EB4149;SPC SC       -   275,050.      714,110.      MT  (+/- 180 meters Scaled)
 EB4149
 EB4149                          SUPERSEDED SURVEY CONTROL
 EB4149
 EB4149.No superseded survey control is available for this station.
 EB4149
 EB4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT044969(NAD 83)
 EB4149_MARKER: DD = SURVEY DISK
 EB4149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4149_SP_SET: CONCRETE POST
 EB4149_STAMPING: 16 010 1993
 EB4149_MARK LOGO: SCGS  
 EB4149_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4149+STABILITY: SURFACE MOTION
 EB4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4149+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4149
 EB4149  HISTORY     - Date     Condition        Report By
 EB4149  HISTORY     - 1993     MONUMENTED       SCGS
 EB4149
 EB4149                          STATION DESCRIPTION
 EB4149
 EB4149'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4149'STATION IS LOCATED IN DARLINGTON. OWNERSHIP--LURLINE P. COGGESHALL,
 EB4149'505 CASHUA ROAD, DARLINGTON, SC 29532, PHONE 803-393-2293. TO REACH
 EB4149'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 34
 EB4149'IN DARLINGTON, GO NORTHEAST ON HIGHWAY 34 FOR 0.05 MILE (0.08 KM)
 EB4149'THROUGH THE DOWNTOWN SQUARE TO A SHARP TURN RIGHT, TURN RIGHT ON
 EB4149'HIGHWAY 34 (CASHUA STREET) FOR 0.5 MILE (0.8 KM) TO THE STATION IN A
 EB4149'GRASSY AREA OF A CIRCULAR DRIVEWAY NEAR THE FRONT STEPS OF A HOUSE
 EB4149'NUMBER 505 IN THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 390
 EB4149'(WARLEY STREET). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4149'LEVEL WITH THE HIGHWAY, 27.5 FEET (8.4 M) WEST NORTHWEST OF THE
 EB4149'CENTER OF A METAL WATER METER COVER, 13.5 FEET (4.1 M) SOUTHEAST OF
 EB4149'THE CENTER OF THE DRIVEWAY, 19.4 FEET (5.9 M) NORTHWEST OF THE
 EB4149'NORTHWEST EDGE OF A CONCRETE SIDEWALK, 25.4 FEET (7.7 M) NORTHWEST OF
 EB4149'A FIRE HYDRANT, 20.5 FEET (6.2 M) SOUTHEAST OF THE EAST CORNER OF A
 EB4149'BRICK STEP WALL ON THE NORTHEAST SIDE OF THE FRONT STEPS, 65.5 FEET
 EB4149'(20.0 M) SOUTHWEST OF THE CENTER OF ROAD 390, 32.5 FEET (9.9 M) WEST
 EB4149'OF A 3.3-FOOT OAK TREE. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4212 ***********************************************************************
 EB4212  DESIGNATION -  16 011
 EB4212  PID         -  EB4212
 EB4212  STATE/COUNTY-  SC/DARLINGTON
 EB4212  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4212
 EB4212                         *CURRENT SURVEY CONTROL
 EB4212  ___________________________________________________________________
 EB4212* NAD 83(1986)-  34 17 52.     (N)    079 52 03.     (W)     SCALED    
 EB4212* NAVD 88     -        46.242  (meters)     151.71   (feet)  ADJUSTED  
 EB4212  ___________________________________________________________________
 EB4212  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EB4212  DYNAMIC HT  -          46.197 (meters)     151.56  (feet)  COMP
 EB4212  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 EB4212
 EB4212  VERT ORDER  -  FIRST     CLASS II
 EB4212
 EB4212.The horizontal coordinates were scaled from a topographic map and have
 EB4212.an estimated accuracy of +/- 6 seconds.
 EB4212
 EB4212.The orthometric height was determined by differential leveling
 EB4212.and adjusted by the National Geodetic Survey in June 1994..
 EB4212
 EB4212.The geoid height was determined by GEOID03.
 EB4212
 EB4212.The dynamic height is computed by dividing the NAVD 88
 EB4212.geopotential number by the normal gravity value computed on the
 EB4212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4212.degrees latitude (g = 980.6199 gals.).
 EB4212
 EB4212.The modeled gravity was interpolated from observed gravity values.
 EB4212
 EB4212;                    North         East    Units  Estimated Accuracy
 EB4212;SPC SC       -   273,870.      713,840.      MT  (+/- 180 meters Scaled)
 EB4212
 EB4212                          SUPERSEDED SURVEY CONTROL
 EB4212
 EB4212.No superseded survey control is available for this station.
 EB4212
 EB4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT042957(NAD 83)
 EB4212_MARKER: DD = SURVEY DISK
 EB4212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4212_SP_SET: CONCRETE POST
 EB4212_STAMPING: 16 011 1993
 EB4212_MARK LOGO: SCGS  
 EB4212_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4212+STABILITY: SURFACE MOTION
 EB4212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4212+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4212
 EB4212  HISTORY     - Date     Condition        Report By
 EB4212  HISTORY     - 1993     MONUMENTED       SCGS
 EB4212
 EB4212                          STATION DESCRIPTION
 EB4212
 EB4212'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4212'STATION IS LOCATED IN DARLINGTON. OWNERSHIP--MACEDONIA BAPTIST CHURCH.
 EB4212'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 EB4212'HIGHWAY 34 IN DARLINGTON, GO SOUTHEAST ON HIGHWAY 52 FOR 0.4 MILE
 EB4212'(0.6 KM) TO THE JUNCTION OF STATE ROAD 729 (LEE STREET) AND THE
 EB4212'STATION NEAR THE NORTHWEST END OF A BRICK SIGN IN FRONT OF THE
 EB4212'MACEDONIA BAPTIST CHURCH IN THE SOUTHWEST ANGLE OF THE JUNCTION.
 EB4212'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4212'HIGHWAY, 1.3 FEET (0.4 M) NORTH NORTHWEST OF THE NORTHWEST END OF THE
 EB4212'BRICK SIGN, 9.6 FEET (2.9 M) EAST NORTHEAST OF THE NORTHEAST CORNER
 EB4212'OF THE CHURCH, 49.6 FEET (15.1 M) SOUTH SOUTHEAST OF THE CENTER OF
 EB4212'ROAD 729, 14.2 FEET (4.3 M) WEST SOUTHWEST OF THE SOUTHWEST EDGE OF
 EB4212'THE SIDEWALK OF THE HIGHWAY, 57.6 FEET (17.6 M) NORTH NORTHWEST OF A
 EB4212'METAL POST FOR A HISTORICAL MARKER SIGN. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4213 ***********************************************************************
 EB4213  DESIGNATION -  16 012
 EB4213  PID         -  EB4213
 EB4213  STATE/COUNTY-  SC/DARLINGTON
 EB4213  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4213
 EB4213                         *CURRENT SURVEY CONTROL
 EB4213  ___________________________________________________________________
 EB4213* NAD 83(2001)-  34 17 30.31683(N)    079 51 37.40502(W)     ADJUSTED  
 EB4213* NAVD 88     -        45.977  (meters)     150.84   (feet)  ADJUSTED  
 EB4213  ___________________________________________________________________
 EB4213  X           -     928,667.865 (meters)                     COMP
 EB4213  Y           -  -5,192,716.440 (meters)                     COMP
 EB4213  Z           -   3,573,238.303 (meters)                     COMP
 EB4213  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 EB4213  ELLIP HEIGHT-          13.98  (meters)          (03/13/03) GPS OBS
 EB4213  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EB4213  DYNAMIC HT  -          45.933 (meters)     150.70  (feet)  COMP
 EB4213  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 EB4213
 EB4213  HORZ ORDER  -  FIRST
 EB4213  VERT ORDER  -  FIRST     CLASS II
 EB4213  ELLP ORDER  -  FOURTH    CLASS II
 EB4213
 EB4213.The horizontal coordinates were established by GPS observations
 EB4213.and adjusted by the National Geodetic Survey in March 2003..
 EB4213
 EB4213.The orthometric height was determined by differential leveling
 EB4213.and adjusted by the National Geodetic Survey in June 1994..
 EB4213
 EB4213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4213
 EB4213.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4213
 EB4213.The ellipsoidal height was determined by GPS observations
 EB4213.and is referenced to NAD 83.
 EB4213
 EB4213.The geoid height was determined by GEOID03.
 EB4213
 EB4213.The dynamic height is computed by dividing the NAVD 88
 EB4213.geopotential number by the normal gravity value computed on the
 EB4213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4213.degrees latitude (g = 980.6199 gals.).
 EB4213
 EB4213.The modeled gravity was interpolated from observed gravity values.
 EB4213
 EB4213;                    North         East     Units Scale Factor Converg.
 EB4213;SPC SC       -   273,210.777   714,503.693   MT  0.99985252   +0 37 54.5
 EB4213;SPC SC       -   896,360.82  2,344,172.22   iFT  0.99985252   +0 37 54.5
 EB4213;UTM  17      - 3,795,093.633   604,881.871   MT  0.99973559   +0 38 31.6
 EB4213
 EB4213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4213!SPC SC       -   0.99999781  x   0.99985252  =   0.99985033
 EB4213!UTM  17      -   0.99999781  x   0.99973559  =   0.99973340
 EB4213
 EB4213                          SUPERSEDED SURVEY CONTROL
 EB4213
 EB4213  NAD 83(1995)-  34 17 30.31685(N)    079 51 37.40499(W) AD(       ) 1
 EB4213  ELLIP H (12/20/99)   13.98   (m)                       GP(       ) 4 1
 EB4213  NAD 83(1986)-  34 17 30.33004(N)    079 51 37.40271(W) AD(       ) 1
 EB4213
 EB4213.Superseded values are not recommended for survey control.
 EB4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4213.See file dsdata.txt to determine how the superseded data were derived.
 EB4213
 EB4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0488295094(NAD 83)
 EB4213_MARKER: DD = SURVEY DISK
 EB4213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4213_SP_SET: CONCRETE POST
 EB4213_STAMPING: 16 012 1993
 EB4213_MARK LOGO: SCGS  
 EB4213_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4213+STABILITY: SURFACE MOTION
 EB4213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4213+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1996
 EB4213
 EB4213  HISTORY     - Date     Condition        Report By
 EB4213  HISTORY     - 1993     MONUMENTED       SCGS
 EB4213  HISTORY     - 19961126 GOOD             SCGS
 EB4213
 EB4213                          STATION DESCRIPTION
 EB4213
 EB4213'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4213'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTHEAST OF DARLINGTON.
 EB4213'OWNERSHIP--CAIN ELEMENTARY SCHOOL. TO REACH THE STATION FROM THE
 EB4213'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 34 IN DARLINGTON, GO
 EB4213'SOUTHEAST ON HIGHWAY 52 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF
 EB4213'STATE ROAD 189 (H AVENUE), TURN LEFT ON ROAD 189 FOR 0.1 MILE
 EB4213'(0.2 KM) TO A PAVED ROAD RIGHT LEADING TO THE CAIN ELEMENTARY SCHOOL,
 EB4213'TURN RIGHT ON THE ROAD FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE
 EB4213'ROAD 444 AND THE STATION IN THE NORTH ANGLE NEAR THE ENTRANCE TO THE
 EB4213'SCHOOL AND IN LINE WITH THE EXTENDED CENTER OF MCINNIS STREET.
 EB4213'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4213'ROADS, 5.1 FEET (1.6 M) SOUTH SOUTHEAST OF A 0.1-FOOT DOGWOOD TREE,
 EB4213'37.5 FEET (11.4 M) WEST NORTHWEST OF THE WEST CORNER OF A BRICK WALL
 EB4213'AT THE NORTHWEST SIDE OF THE ENTRANCE, 27.1 FEET (8.3 M) WEST
 EB4213'SOUTHWEST OF THE SOUTHWEST FACE OF A BRICK PLANTER WALL AT THE FRONT
 EB4213'OF THE SCHOOL, 55.4 FEET (16.9 M) EAST SOUTHEAST OF A FLAG POLE, 7.4
 EB4213'FEET (2.3 M) NORTH OF THE NORTH EDGE OF THE SIDEWALK, 67.6 FEET
 EB4213'(20.6 M) EAST NORTHEAST OF THE CENTER OF THE PAVED ROAD (FIRST STREET
 EB4213'EXTENSION), 165.7 FEET (50.5 M) NORTH NORTHWEST OF THE CENTER OF ROAD
 EB4213'444. DESCRIBED BY T. HALL.
 EB4213
 EB4213                          STATION RECOVERY (1996)
 EB4213
 EB4213'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB4213'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTHEAST OF DARLINGTON.
 EB4213'OWNERSHIP--CAIN ELEMENTARY SCHOOL.  TO REACH THE STATION FROM THE
 EB4213'JUNCTION OF U.S.  HIGHWAY 52 AND STATE HIGHWAY 34 IN DARLINGTON, GO
 EB4213'SOUTHEAST ON HIGHWAY 52 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE
 EB4213'ROAD 189 (H AVENUE) , TURN LEFT ON ROAD 189 FOR 0.1 MILE (0.2 KM) TO
 EB4213'THE JUNCTION OF STATE ROAD 554 (FIRST STREET, ROAD LEADING TO THE CAIN
 EB4213'ELEMENTARY SCHOOL) , TURN RIGHT ON ROAD 554 FOR 0.1 MILE (0.2 KM) TO
 EB4213'THE STATION ON THE LEFT IN FRONT OF THE CAIN ELEMENTARY SCHOOL AND IN
 EB4213'LINE WITH THE EXTENDED CENTER OF MCCINNIS STREET, 0.05 MILE (0.08 KM)
 EB4213'NORTH NORTHWEST OF THE JUNCTION OF STATE ROAD 444.  STATION IS A
 EB4213'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 5.1 FEET
 EB4213'(1.6 M) SOUTH SOUTHEAST OF A 0.1-FOOT DOGWOOD TREE, 37.5 FEET (11.4 M)
 EB4213'WEST NORTHWEST OF THE WEST CORNER OF A BRICK WALL AT THE NORTHWEST
 EB4213'SIDE OF THE ENTRANCE, 27.1 FEET (8.3 M) WEST SOUTHWEST OF THE
 EB4213'SOUTHWEST FACE OF A BRICK PLANTER WALL AT THE FRONT OF THE SCHOOL,
 EB4213'55.4 FEET (16.9 M) EAST SOUTHEAST OF A FLAG POLE, 7.4 FEET (2.3 M)
 EB4213'NORTH OF THE NORTH EDGE OF THE SIDEWALK, 67.6 FEET (20.6 M) EAST
 EB4213'NORTHEAST OF THE CENTER OF THE PAVED ROAD (FIRST STREET EXTENSION) ,
 EB4213'165.7 FEET (50.5 M) NORTH NORTHWEST OF THE CENTER OF ROAD 444, 10.3
 EB4213'FEET (3.1 M) NORTH OF THE NORTH EDGE OF A SIDEWALK.  RECOVERED BY L.A.
 EB4213'OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4214 ***********************************************************************
 EB4214  DESIGNATION -  16 013
 EB4214  PID         -  EB4214
 EB4214  STATE/COUNTY-  SC/DARLINGTON
 EB4214  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4214
 EB4214                         *CURRENT SURVEY CONTROL
 EB4214  ___________________________________________________________________
 EB4214* NAD 83(1986)-  34 16 48.     (N)    079 51 21.     (W)     SCALED    
 EB4214* NAVD 88     -        45.435  (meters)     149.06   (feet)  ADJUSTED  
 EB4214  ___________________________________________________________________
 EB4214  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EB4214  DYNAMIC HT  -          45.391 (meters)     148.92  (feet)  COMP
 EB4214  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EB4214
 EB4214  VERT ORDER  -  FIRST     CLASS II
 EB4214
 EB4214.The horizontal coordinates were scaled from a topographic map and have
 EB4214.an estimated accuracy of +/- 6 seconds.
 EB4214
 EB4214.The orthometric height was determined by differential leveling
 EB4214.and adjusted by the National Geodetic Survey in June 1994..
 EB4214
 EB4214.The geoid height was determined by GEOID03.
 EB4214
 EB4214.The dynamic height is computed by dividing the NAVD 88
 EB4214.geopotential number by the normal gravity value computed on the
 EB4214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4214.degrees latitude (g = 980.6199 gals.).
 EB4214
 EB4214.The modeled gravity was interpolated from observed gravity values.
 EB4214
 EB4214;                    North         East    Units  Estimated Accuracy
 EB4214;SPC SC       -   271,910.      714,940.      MT  (+/- 180 meters Scaled)
 EB4214
 EB4214                          SUPERSEDED SURVEY CONTROL
 EB4214
 EB4214.No superseded survey control is available for this station.
 EB4214
 EB4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT053937(NAD 83)
 EB4214_MARKER: DD = SURVEY DISK
 EB4214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4214_SP_SET: CONCRETE POST
 EB4214_STAMPING: 16 013 1993
 EB4214_MARK LOGO: SCGS  
 EB4214_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4214+STABILITY: SURFACE MOTION
 EB4214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4214+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4214
 EB4214  HISTORY     - Date     Condition        Report By
 EB4214  HISTORY     - 1993     MONUMENTED       SCGS
 EB4214
 EB4214                          STATION DESCRIPTION
 EB4214
 EB4214'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4214'STATION IS LOCATED 1.80 MILES (2.90 KM) SOUTHEAST OF DARLINGTON.
 EB4214'OWNERSHIP--CONSOLIDATED FREIGHT, HIGHWAY 52, DARLINGTON, SC 29532. TO
 EB4214'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 BYPASS
 EB4214'(GOVERNOR WILLIAMS HIGHWAY) AND STATE HIGHWAY 34 (SOUTH MAIN STREET),
 EB4214'1.6 MILES (2.6 KM) SOUTHEAST OF DARLINGTON, GO SOUTH SOUTHEAST ON
 EB4214'HIGHWAY 52 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 179
 EB4214'(EAST MCIVER ROAD) AND THE STATION IN THE NORTHWEST ANGLE NEAR THE
 EB4214'SOUTHEAST CORNER OF A BRICK SIGN BASE AND PLANTER AT CONSOLIDATED
 EB4214'FREIGHT TRUCK COMPANY. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4214'GROUND AND LEVEL WITH THE HIGHWAY, 81.2 FEET (24.7 M) WEST SOUTHWEST
 EB4214'OF THE CENTER OF THE HIGHWAY, 1.9 FEET (0.6 M) SOUTH SOUTHWEST OF THE
 EB4214'SOUTHEAST CORNER OF THE BRICK SIGN BASE-PLANTER, 61.2 FEET (18.7 M)
 EB4214'NORTH NORTHWEST OF A POWER POLE A530 WITH TWO GUY WIRES AND A
 EB4214'TRANSFORMER, 172.4 FEET (52.5 M) NORTH NORTHWEST OF A FIRE HYDRANT,
 EB4214'42.1 FEET (12.8 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EB4214'BUILDING. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4215 ***********************************************************************
 EB4215  DESIGNATION -  16 014
 EB4215  PID         -  EB4215
 EB4215  STATE/COUNTY-  SC/DARLINGTON
 EB4215  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4215
 EB4215                         *CURRENT SURVEY CONTROL
 EB4215  ___________________________________________________________________
 EB4215* NAD 83(1986)-  34 15 18.     (N)    079 49 54.     (W)     SCALED    
 EB4215* NAVD 88     -        40.882  (meters)     134.13   (feet)  ADJUSTED  
 EB4215  ___________________________________________________________________
 EB4215  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EB4215  DYNAMIC HT  -          40.842 (meters)     134.00  (feet)  COMP
 EB4215  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 EB4215
 EB4215  VERT ORDER  -  FIRST     CLASS II
 EB4215
 EB4215.The horizontal coordinates were scaled from a topographic map and have
 EB4215.an estimated accuracy of +/- 6 seconds.
 EB4215
 EB4215.The orthometric height was determined by differential leveling
 EB4215.and adjusted by the National Geodetic Survey in June 1994..
 EB4215
 EB4215.The geoid height was determined by GEOID03.
 EB4215
 EB4215.The dynamic height is computed by dividing the NAVD 88
 EB4215.geopotential number by the normal gravity value computed on the
 EB4215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4215.degrees latitude (g = 980.6199 gals.).
 EB4215
 EB4215.The modeled gravity was interpolated from observed gravity values.
 EB4215
 EB4215;                    North         East    Units  Estimated Accuracy
 EB4215;SPC SC       -   269,160.      717,190.      MT  (+/- 180 meters Scaled)
 EB4215
 EB4215                          SUPERSEDED SURVEY CONTROL
 EB4215
 EB4215.No superseded survey control is available for this station.
 EB4215
 EB4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT075910(NAD 83)
 EB4215_MARKER: DD = SURVEY DISK
 EB4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4215_SP_SET: CONCRETE POST
 EB4215_STAMPING: 16 014 1993
 EB4215_MARK LOGO: SCGS  
 EB4215_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4215+STABILITY: SURFACE MOTION
 EB4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4215+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4215
 EB4215  HISTORY     - Date     Condition        Report By
 EB4215  HISTORY     - 1993     MONUMENTED       SCGS
 EB4215
 EB4215                          STATION DESCRIPTION
 EB4215
 EB4215'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4215'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTHEAST OF DARLINGTON.
 EB4215'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4215'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4215'JUNCTION OF U.S. HIGHWAY 52 BYPASS (GOVERNOR WILLIAMS HIGHWAY) AND
 EB4215'STATE HIGHWAY 34 (SOUTH MAIN STREET), 1.6 MILES (2.6 KM) SOUTHEAST OF
 EB4215'DARLINGTON, GO SOUTH SOUTHEAST ON HIGHWAY 52 FOR 2.45 MILES
 EB4215'(3.94 KM) TO THE JUNCTION OF STATE ROAD 431 (BETHEA DRIVE) AND THE
 EB4215'STATION IN THE WEST ANGLE NEAR THE NORTHEAST END OF A BRICK SIGN BASE
 EB4215'AND PLANTER WITH A DIRECTIONAL SIGN TO THE BETHEA BAPTIST RETIREMENT
 EB4215'COMMUNITY AND HEALTH CARE CENTER. STATION IS A CONCRETE POST FLUSH
 EB4215'WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 26.2 FEET
 EB4215'(8.0 M) NORTHEAST OF A POWER POLE U36 WITH TWO GUY WIRES, 24.7 FEET
 EB4215'(7.5 M) NORTHEAST OF A POWER LINE STUB POLE WITH AN ELECTRIC METER
 EB4215'ATTACHED, 2.6 FEET (0.8 M) NORTH OF THE EAST CORNER OF THE BRICK SIGN
 EB4215'BASE AND PLANTER, 2.1 FEET (0.6 M) EAST OF THE NORTH CORNER OF THE
 EB4215'BRICK SIGN BASE AND PLANTER, 70.3 FEET (21.4 M) NORTH NORTHWEST OF
 EB4215'THE CENTER OF ROAD 431, 40.1 FEET (12.2 M) SOUTHWEST OF THE SOUTHWEST
 EB4215'RAIL OF A SET OF RAILROAD TRACKS PARALLELING THE HIGHWAY, 45.7 FEET
 EB4215'(13.9 M) NORTH OF THE NORTH CORNER POST OF A METAL FRAME AROUND A
 EB4215'BURIED GAS LINE RELEASE VALVE. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4180 ***********************************************************************
 EB4180  DESIGNATION -  16 015
 EB4180  PID         -  EB4180
 EB4180  STATE/COUNTY-  SC/DARLINGTON
 EB4180  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4180
 EB4180                         *CURRENT SURVEY CONTROL
 EB4180  ___________________________________________________________________
 EB4180* NAD 83(1986)-  34 17 53.     (N)    079 52 48.     (W)     SCALED    
 EB4180* NAVD 88     -        46.538  (meters)     152.68   (feet)  ADJUSTED  
 EB4180  ___________________________________________________________________
 EB4180  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EB4180  DYNAMIC HT  -          46.493 (meters)     152.54  (feet)  COMP
 EB4180  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EB4180
 EB4180  VERT ORDER  -  FIRST     CLASS II
 EB4180
 EB4180.The horizontal coordinates were scaled from a topographic map and have
 EB4180.an estimated accuracy of +/- 6 seconds.
 EB4180
 EB4180.The orthometric height was determined by differential leveling
 EB4180.and adjusted by the National Geodetic Survey in June 1994..
 EB4180
 EB4180.The geoid height was determined by GEOID03.
 EB4180
 EB4180.The dynamic height is computed by dividing the NAVD 88
 EB4180.geopotential number by the normal gravity value computed on the
 EB4180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4180.degrees latitude (g = 980.6199 gals.).
 EB4180
 EB4180.The modeled gravity was interpolated from observed gravity values.
 EB4180
 EB4180;                    North         East    Units  Estimated Accuracy
 EB4180;SPC SC       -   273,890.      712,690.      MT  (+/- 180 meters Scaled)
 EB4180
 EB4180                          SUPERSEDED SURVEY CONTROL
 EB4180
 EB4180.No superseded survey control is available for this station.
 EB4180
 EB4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT030957(NAD 83)
 EB4180_MARKER: DD = SURVEY DISK
 EB4180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4180_SP_SET: CONCRETE POST
 EB4180_STAMPING: 16 015 1993
 EB4180_MARK LOGO: SCGS  
 EB4180_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4180+STABILITY: SURFACE MOTION
 EB4180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4180+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4180
 EB4180  HISTORY     - Date     Condition        Report By
 EB4180  HISTORY     - 1993     MONUMENTED       SCGS
 EB4180
 EB4180                          STATION DESCRIPTION
 EB4180
 EB4180'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4180'STATION IS LOCATED NEAR A FIRE HYDRANT IN A PLANTED AREA IN THE
 EB4180'NORTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 34 (PEARL STREET),
 EB4180'340 (WASHINGTON STREET) AND STATE ROAD 71, 0.7 MILE (1.1 KM)
 EB4180'SOUTHWEST OF DARLINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4180'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4180'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4180'LEVEL WITH THE HIGHWAYS, 4.0 FEET (1.2 M) SOUTH OF A 0.2-FOOT OAK
 EB4180'TREE, 6.1 FEET (1.9 M) WEST NORTHWEST OF THE FIRE HYDRANT, 12.9 FEET
 EB4180'(3.9 M) WEST SOUTHWEST OF A POWER POLE B32, 6.9 FEET (2.1 M) WEST
 EB4180'SOUTHWEST OF THE WEST EDGE OF THE SIDEWALK OF ROAD 71, 6.7 FEET
 EB4180'(2.0 M) NORTH NORTHWEST OF THE NORTH EDGE OF THE SIDEWALK OF HIGHWAY
 EB4180'34, 7.0 FEET (2.1 M) SOUTH OF THE SOUTHEAST CORNER OF AN UNUSED
 EB4180'CONCRETE SIGN BASE, 12.9 FEET (3.9 M) WEST SOUTHWEST OF A WITNESS
 EB4180'POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4181 ***********************************************************************
 EB4181  DESIGNATION -  16 016
 EB4181  PID         -  EB4181
 EB4181  STATE/COUNTY-  SC/DARLINGTON
 EB4181  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4181
 EB4181                         *CURRENT SURVEY CONTROL
 EB4181  ___________________________________________________________________
 EB4181* NAD 83(1986)-  34 17 25.     (N)    079 52 50.     (W)     SCALED    
 EB4181* NAVD 88     -        46.776  (meters)     153.46   (feet)  ADJUSTED  
 EB4181  ___________________________________________________________________
 EB4181  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EB4181  DYNAMIC HT  -          46.731 (meters)     153.32  (feet)  COMP
 EB4181  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 EB4181
 EB4181  VERT ORDER  -  FIRST     CLASS II
 EB4181
 EB4181.The horizontal coordinates were scaled from a topographic map and have
 EB4181.an estimated accuracy of +/- 6 seconds.
 EB4181
 EB4181.The orthometric height was determined by differential leveling
 EB4181.and adjusted by the National Geodetic Survey in June 1994..
 EB4181
 EB4181.The geoid height was determined by GEOID03.
 EB4181
 EB4181.The dynamic height is computed by dividing the NAVD 88
 EB4181.geopotential number by the normal gravity value computed on the
 EB4181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4181.degrees latitude (g = 980.6199 gals.).
 EB4181
 EB4181.The modeled gravity was interpolated from observed gravity values.
 EB4181
 EB4181;                    North         East    Units  Estimated Accuracy
 EB4181;SPC SC       -   273,030.      712,650.      MT  (+/- 180 meters Scaled)
 EB4181
 EB4181                          SUPERSEDED SURVEY CONTROL
 EB4181
 EB4181.No superseded survey control is available for this station.
 EB4181
 EB4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT030949(NAD 83)
 EB4181_MARKER: DD = SURVEY DISK
 EB4181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4181_SP_SET: CONCRETE POST
 EB4181_STAMPING: 16 016 1993
 EB4181_MARK LOGO: SCGS  
 EB4181_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4181+STABILITY: SURFACE MOTION
 EB4181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4181+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4181
 EB4181  HISTORY     - Date     Condition        Report By
 EB4181  HISTORY     - 1993     MONUMENTED       SCGS
 EB4181
 EB4181                          STATION DESCRIPTION
 EB4181
 EB4181'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4181'STATION IS LOCATED 1.0 MILES (1.6 KM) SOUTHWEST OF DARLINGTON.
 EB4181'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4181'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4181'JUNCTION OF U.S. HIGHWAY 52 BYPASS AND STATE HIGHWAY 340, 1.2 MILES
 EB4181'(1.9 KM) SOUTH SOUTHWEST OF DARLINGTON, GO NORTH ON HIGHWAY 340 FOR
 EB4181'0.25 MILE (0.40 KM) TO THE STATION NEAR THE EAST END OF A BRICK SIGN
 EB4181'FOR THE UNITED PRESBYTERIAN CHURCH IN THE NORTHWEST ANGLE OF THE
 EB4181'JUNCTION OF STATE ROAD 255 (BROCKINGTON ROAD). STATION IS A CONCRETE
 EB4181'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 18.9 FEET
 EB4181'(5.8 M) NORTH NORTHWEST OF THE CENTER OF A BELL SYSTEM MANHOLE COVER
 EB4181'IN THE SIDEWALK, 30.1 FEET (9.2 M) NORTH NORTHWEST OF A POWER POLE
 EB4181'V70 WITH THREE GUY WIRES, 1.6 FEET (0.5 M) EAST OF THE SOUTHEAST
 EB4181'CORNER OF THE BRICK SIGN, 1.6 FEET (0.5 M) SOUTHEAST OF THE NORTHEAST
 EB4181'CORNER OF THE BRICK SIGN, 7.4 FEET (2.3 M) WEST OF THE WEST EDGE OF A
 EB4181'SIDEWALK OF THE HIGHWAY, 66.7 FEET (20.3 M) NORTH OF THE NORTH END OF
 EB4181'A 1.6-FOOT FELT PIPE CULVERT BENEATH THE SIDEWALK AT ROAD 255.
 EB4181'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3078 ***********************************************************************
 EC3078  DESIGNATION -  16 018
 EC3078  PID         -  EC3078
 EC3078  STATE/COUNTY-  SC/DARLINGTON
 EC3078  USGS QUAD   -  HARTSVILLE NORTH (1968)
 EC3078
 EC3078                         *CURRENT SURVEY CONTROL
 EC3078  ___________________________________________________________________
 EC3078* NAD 83(1986)-  34 23 03.     (N)    080 04 35.     (W)     SCALED    
 EC3078* NAVD 88     -        50.982  (meters)     167.26   (feet)  ADJUSTED  
 EC3078  ___________________________________________________________________
 EC3078  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EC3078  DYNAMIC HT  -          50.933 (meters)     167.10  (feet)  COMP
 EC3078  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 EC3078
 EC3078  VERT ORDER  -  SECOND    CLASS I
 EC3078
 EC3078.The horizontal coordinates were scaled from a topographic map and have
 EC3078.an estimated accuracy of +/- 6 seconds.
 EC3078
 EC3078.The orthometric height was determined by differential leveling
 EC3078.and adjusted by the National Geodetic Survey in June 1994..
 EC3078
 EC3078.The geoid height was determined by GEOID03.
 EC3078
 EC3078.The dynamic height is computed by dividing the NAVD 88
 EC3078.geopotential number by the normal gravity value computed on the
 EC3078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3078.degrees latitude (g = 980.6199 gals.).
 EC3078
 EC3078.The modeled gravity was interpolated from observed gravity values.
 EC3078
 EC3078;                    North         East    Units  Estimated Accuracy
 EC3078;SPC SC       -   283,260.      694,530.      MT  (+/- 180 meters Scaled)
 EC3078
 EC3078                          SUPERSEDED SURVEY CONTROL
 EC3078
 EC3078.No superseded survey control is available for this station.
 EC3078
 EC3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU849051(NAD 83)
 EC3078_MARKER: DD = SURVEY DISK
 EC3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3078_SP_SET: CONCRETE POST
 EC3078_STAMPING: 16 018 1993
 EC3078_MARK LOGO: SCGS  
 EC3078_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3078+STABILITY: SURFACE MOTION
 EC3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3078+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3078
 EC3078  HISTORY     - Date     Condition        Report By
 EC3078  HISTORY     - 1993     MONUMENTED       SCGS
 EC3078  HISTORY     - 20050207 MARK NOT FOUND   GEOCAC
 EC3078
 EC3078                          STATION DESCRIPTION
 EC3078
 EC3078'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3078'STATION IS LOCATED 0.7 MILE (1.1 KM) NORTH OF HARTSVILLE.
 EC3078'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3078'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3078'JUNCTION OF U.S. HIGHWAY 15 BUSINESS (FIFTH STREET) AND STATE HIGHWAY
 EC3078'151 BUSINESS (CAROLINA AVENUE) IN HARTSVILLE, GO NORTH NORTHWEST ON
 EC3078'HIGHWAY 15 FOR 0.65 MILE (1.05 KM) TO SONOCO ROAD RIGHT AND THE
 EC3078'STATION NEAR THE WEST END OF A SONOCO PRODUCTS SIGN IN THE SOUTHEAST
 EC3078'ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE
 EC3078'GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 39.6 FEET (12.1 M)
 EC3078'SOUTH SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 23.7 FEET (7.2 M)
 EC3078'EAST OF A POWER POLE FG40 WITH TWO GUY WIRES AND A TRANSFORMER, 24.7
 EC3078'FEET (7.5 M) EAST OF THE EAST EDGE OF THE SIDEWALK OF THE HIGHWAY,
 EC3078'19.5 FEET (5.9 M) SOUTHEAST OF THE EAST END OF A 2.0-FOOT CONCRETE
 EC3078'PIPE CULVERT BENEATH THE HIGHWAY, 72.5 FEET (22.1 M) SOUTH OF THE
 EC3078'CENTER OF THE ROAD, 2.5 FEET (0.8 M) SOUTHWEST OF THE NORTHWEST
 EC3078'CORNER OF THE SIGN BASE, 2.2 FEET (0.7 M) NORTHWEST OF THE SOUTHWEST
 EC3078'CORNER OF THE SIGN BASE, 39.9 FEET (12.2 M) SOUTH SOUTHEAST OF A
 EC3078'WITNESS POST. DESCRIBED BY T. HALL.
 EC3078
 EC3078                          STATION RECOVERY (2005)
 EC3078
 EC3078'RECOVERY NOTE BY GEOCACHING 2005 (EEH)
 EC3078'CONSTRUCTION IN VICINITY OF MARKER LOCATION. WITNESS POST STILL IN
 EC3078'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4183 ***********************************************************************
 EB4183  DESIGNATION -  16 019
 EB4183  PID         -  EB4183
 EB4183  STATE/COUNTY-  SC/DARLINGTON
 EB4183  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4183
 EB4183                         *CURRENT SURVEY CONTROL
 EB4183  ___________________________________________________________________
 EB4183* NAD 83(1986)-  34 17 15.     (N)    079 53 50.     (W)     SCALED    
 EB4183* NAVD 88     -        48.264  (meters)     158.35   (feet)  ADJUSTED  
 EB4183  ___________________________________________________________________
 EB4183  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EB4183  DYNAMIC HT  -          48.218 (meters)     158.20  (feet)  COMP
 EB4183  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EB4183
 EB4183  VERT ORDER  -  FIRST     CLASS II
 EB4183
 EB4183.The horizontal coordinates were scaled from a topographic map and have
 EB4183.an estimated accuracy of +/- 6 seconds.
 EB4183
 EB4183.The orthometric height was determined by differential leveling
 EB4183.and adjusted by the National Geodetic Survey in June 1994..
 EB4183
 EB4183.The geoid height was determined by GEOID03.
 EB4183
 EB4183.The dynamic height is computed by dividing the NAVD 88
 EB4183.geopotential number by the normal gravity value computed on the
 EB4183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4183.degrees latitude (g = 980.6199 gals.).
 EB4183
 EB4183.The modeled gravity was interpolated from observed gravity values.
 EB4183
 EB4183;                    North         East    Units  Estimated Accuracy
 EB4183;SPC SC       -   272,700.      711,120.      MT  (+/- 180 meters Scaled)
 EB4183
 EB4183                          SUPERSEDED SURVEY CONTROL
 EB4183
 EB4183.No superseded survey control is available for this station.
 EB4183
 EB4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT014945(NAD 83)
 EB4183_MARKER: DD = SURVEY DISK
 EB4183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4183_SP_SET: CONCRETE POST
 EB4183_STAMPING: 16 019 1993
 EB4183_MARK LOGO: SCGS  
 EB4183_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4183+STABILITY: SURFACE MOTION
 EB4183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4183+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4183
 EB4183  HISTORY     - Date     Condition        Report By
 EB4183  HISTORY     - 1993     MONUMENTED       SCGS
 EB4183
 EB4183                          STATION DESCRIPTION
 EB4183
 EB4183'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4183'STATION IS LOCATED 1.8 MILES (2.9 KM) SOUTHWEST OF DARLINGTON.
 EB4183'OWNERSHIP--PATE ELEMENTARY SCHOOL, 200 INDIAN BRANCH ROAD,
 EB4183'DARLINGTON, SC 29532, PHONE 803-398-5070. TO REACH THE STATION FROM
 EB4183'THE JUNCTION OF U.S. HIGHWAYS 401 AND 52 (SOUTH GOVERNOR WILLIAMS
 EB4183'HIGHWAY), 1.3 MILES (2.1 KM) SOUTHWEST OF DARLINGTON, GO SOUTHWEST ON
 EB4183'HIGHWAY 401 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 28
 EB4183'(INDIAN BRANCH ROAD), TURN RIGHT ON ROAD 28 FOR 0.1 MILE (0.2 KM) TO
 EB4183'THE JUNCTION OF STATE ROAD 436, TURN RIGHT ON ROAD 436 FOR 0.05 MILE
 EB4183'(0.08 KM) TO A PARKING AREA FOR JEROME F. PATE ELEMENTARY SCHOOL AND
 EB4183'THE STATION NEAR A FLAG POLE IN FRONT OF THE SCHOOL. STATION IS A
 EB4183'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SIDEWALKS, 7.5
 EB4183'FEET (2.3 M) NORTH OF THE FLAG POLE, 34.5 FEET (10.5 M) SOUTH OF THE
 EB4183'SOUTHEAST CORNER OF A BRICK WALL WITH THE SCHOOL NAME ATTACHED AND A
 EB4183'BRASS PLAQUE, 2.3 FEET (0.7 M) EAST OF THE EAST EDGE OF THE WEST ONE
 EB4183'OF TWO SIDEWALKS LEADING TO THE SCHOOL, 2.3 FEET (0.7 M) WEST OF THE
 EB4183'WEST EDGE OF THE EAST ONE OF TWO SIDEWALKS LEADING TO THE SCHOOL.
 EB4183'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4184 ***********************************************************************
 EB4184  DESIGNATION -  16 020
 EB4184  PID         -  EB4184
 EB4184  STATE/COUNTY-  SC/DARLINGTON
 EB4184  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4184
 EB4184                         *CURRENT SURVEY CONTROL
 EB4184  ___________________________________________________________________
 EB4184* NAD 83(1986)-  34 16 13.     (N)    079 55 27.     (W)     SCALED    
 EB4184* NAVD 88     -        50.948  (meters)     167.15   (feet)  ADJUSTED  
 EB4184  ___________________________________________________________________
 EB4184  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EB4184  DYNAMIC HT  -          50.899 (meters)     166.99  (feet)  COMP
 EB4184  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 EB4184
 EB4184  VERT ORDER  -  FIRST     CLASS II
 EB4184
 EB4184.The horizontal coordinates were scaled from a topographic map and have
 EB4184.an estimated accuracy of +/- 6 seconds.
 EB4184
 EB4184.The orthometric height was determined by differential leveling
 EB4184.and adjusted by the National Geodetic Survey in June 1994..
 EB4184
 EB4184.The geoid height was determined by GEOID03.
 EB4184
 EB4184.The dynamic height is computed by dividing the NAVD 88
 EB4184.geopotential number by the normal gravity value computed on the
 EB4184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4184.degrees latitude (g = 980.6199 gals.).
 EB4184
 EB4184.The modeled gravity was interpolated from observed gravity values.
 EB4184
 EB4184;                    North         East    Units  Estimated Accuracy
 EB4184;SPC SC       -   270,770.      708,660.      MT  (+/- 180 meters Scaled)
 EB4184
 EB4184                          SUPERSEDED SURVEY CONTROL
 EB4184
 EB4184.No superseded survey control is available for this station.
 EB4184
 EB4184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT990926(NAD 83)
 EB4184_MARKER: DD = SURVEY DISK
 EB4184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4184_SP_SET: CONCRETE POST
 EB4184_STAMPING: 16 020 1993
 EB4184_MARK LOGO: SCGS  
 EB4184_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4184+STABILITY: SURFACE MOTION
 EB4184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4184+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4184
 EB4184  HISTORY     - Date     Condition        Report By
 EB4184  HISTORY     - 1993     MONUMENTED       SCGS
 EB4184
 EB4184                          STATION DESCRIPTION
 EB4184
 EB4184'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4184'STATION IS LOCATED 3.9 MILES (6.3 KM) SOUTHWEST OF DARLINGTON, 10.4
 EB4184'MILES (16.7 KM) NORTHEAST OF LAMAR. OWNERSHIP--ANDERSVILLE SALVAGE
 EB4184'FABRICS, 1864 LAMAR HIGHWAY, DARLINGTON, SC 29532, PHONE
 EB4184'803-393-7579. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4184'401 AND 52 (SOUTH GOVERNOR WILLIAMS HIGHWAY), 1.3 MILES (2.1 KM)
 EB4184'SOUTHWEST OF DARLINGTON, GO SOUTHWEST ON HIGHWAY 401 FOR 2.5 MILES
 EB4184'(4.0 KM) TO THE JUNCTION OF STATE ROAD 43 (ISEMAN ROAD) AND THE
 EB4184'STATION NEAR THE NORTH CORNER OF A METAL BUILDING IN THE SOUTHWEST
 EB4184'ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4184'GROUND AND LEVEL WITH THE ROAD, 72.8 FEET (22.2 M) WEST OF A POWER
 EB4184'POLE WITH A TRANSFORMER AND SECURITY LIGHT, 24.2 FEET (7.4 M) SOUTH
 EB4184'OF THE CENTER OF THE ROAD, 6.7 FEET (2.0 M) NORTHWEST OF THE NORTH
 EB4184'CORNER OF THE CONCRETE SLAB OF THE BUILDING, 93.1 FEET (28.4 M) NORTH
 EB4184'NORTHWEST OF THE CENTER OF THE HIGHWAY, 3.6 FEET (1.1 M) NORTHWEST OF
 EB4184'A POWER LINE STUB POLE WITH A SCGS REFERENCE WASHER ATTACHED, 31.3
 EB4184'FEET (9.5 M) WEST OF THE NORTHWEST CORNER OF AN ABANDONED CONCRETE
 EB4184'GAS PUMP FOUNDATION IN FRONT OF THE BUILDING, 2.4 FEET (0.7 M)
 EB4184'NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4185 ***********************************************************************
 EB4185  DESIGNATION -  16 021
 EB4185  PID         -  EB4185
 EB4185  STATE/COUNTY-  SC/DARLINGTON
 EB4185  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4185
 EB4185                         *CURRENT SURVEY CONTROL
 EB4185  ___________________________________________________________________
 EB4185* NAD 83(1986)-  34 15 40.     (N)    079 56 08.     (W)     SCALED    
 EB4185* NAVD 88     -        50.324  (meters)     165.10   (feet)  ADJUSTED  
 EB4185  ___________________________________________________________________
 EB4185  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EB4185  DYNAMIC HT  -          50.276 (meters)     164.95  (feet)  COMP
 EB4185  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 EB4185
 EB4185  VERT ORDER  -  FIRST     CLASS II
 EB4185
 EB4185.The horizontal coordinates were scaled from a topographic map and have
 EB4185.an estimated accuracy of +/- 6 seconds.
 EB4185
 EB4185.The orthometric height was determined by differential leveling
 EB4185.and adjusted by the National Geodetic Survey in June 1994..
 EB4185
 EB4185.The geoid height was determined by GEOID03.
 EB4185
 EB4185.The dynamic height is computed by dividing the NAVD 88
 EB4185.geopotential number by the normal gravity value computed on the
 EB4185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4185.degrees latitude (g = 980.6199 gals.).
 EB4185
 EB4185.The modeled gravity was interpolated from observed gravity values.
 EB4185
 EB4185;                    North         East    Units  Estimated Accuracy
 EB4185;SPC SC       -   269,740.      707,620.      MT  (+/- 180 meters Scaled)
 EB4185
 EB4185                          SUPERSEDED SURVEY CONTROL
 EB4185
 EB4185.No superseded survey control is available for this station.
 EB4185
 EB4185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT979916(NAD 83)
 EB4185_MARKER: DD = SURVEY DISK
 EB4185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4185_SP_SET: CONCRETE POST
 EB4185_STAMPING: 16 021 1993
 EB4185_MARK LOGO: SCGS  
 EB4185_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4185+STABILITY: SURFACE MOTION
 EB4185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4185+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4185
 EB4185  HISTORY     - Date     Condition        Report By
 EB4185  HISTORY     - 1993     MONUMENTED       SCGS
 EB4185
 EB4185                          STATION DESCRIPTION
 EB4185
 EB4185'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4185'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTHWEST OF DARLINGTON, 9.5
 EB4185'MILES (15.3 KM) NORTHEAST OF LAMAR. OWNERSHIP--JOHN R. SKINNER SR.,
 EB4185'2071 LAMAR HIGHWAY, DARLINGTON, SC 29532, PHONE 803-393-1163. TO
 EB4185'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 401 AND 52
 EB4185'(SOUTH GOVERNOR WILLIAMS HIGHWAY), 1.3 MILES (2.1 KM) SOUTHWEST OF
 EB4185'DARLINGTON, GO SOUTHWEST ON HIGHWAY 401 FOR 2.5 MILES (4.0 KM) TO THE
 EB4185'JUNCTION OF STATE ROAD 43 (ISEMAN ROAD), CONTINUE ON HIGHWAY 401 FOR
 EB4185'0.95 MILE (1.53 KM) TO A SAND ROAD LEFT LEADING TO SKINNER
 EB4185'CONSTRUCTION, TURN LEFT ON THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO A
 EB4185'GRAVEL DRIVEWAY LEFT LEADING TO A TWO STALL CARPORT OF A TWO STORY
 EB4185'HOUSE AND THE STATION NEAR A FLAG POLE IN THE EAST ANGLE OF THE
 EB4185'DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EB4185'WITH THE DRIVEWAY, 3.3 FEET (1.0 M) WEST OF THE WEST CORNER OF THE
 EB4185'CONCRETE BASE OF THE FLAG POLE, 24.3 FEET (7.4 M) NORTH NORTHEAST OF
 EB4185'THE CENTER OF THE SAND ROAD, 65.2 FEET (19.9 M) SOUTHWEST OF THE
 EB4185'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A STORAGE AREA
 EB4185'ATTACHED TO AN OPEN CARPORT, 76.3 FEET (23.3 M) SOUTH OF THE
 EB4185'SOUTHEAST CORNER OF THE BRICK FIREPLACE OF THE HOUSE, 86.8 FEET
 EB4185'(26.5 M) WEST NORTHWEST OF A POWER POLE WITH TWO GUY WIRES AND TWO
 EB4185'TRANSFORMERS. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4186 ***********************************************************************
 EB4186  DESIGNATION -  16 022
 EB4186  PID         -  EB4186
 EB4186  STATE/COUNTY-  SC/DARLINGTON
 EB4186  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4186
 EB4186                         *CURRENT SURVEY CONTROL
 EB4186  ___________________________________________________________________
 EB4186* NAD 83(1986)-  34 15 06.     (N)    079 56 51.     (W)     SCALED    
 EB4186* NAVD 88     -        51.746  (meters)     169.77   (feet)  ADJUSTED  
 EB4186  ___________________________________________________________________
 EB4186  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EB4186  DYNAMIC HT  -          51.696 (meters)     169.61  (feet)  COMP
 EB4186  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EB4186
 EB4186  VERT ORDER  -  FIRST     CLASS II
 EB4186
 EB4186.The horizontal coordinates were scaled from a topographic map and have
 EB4186.an estimated accuracy of +/- 6 seconds.
 EB4186
 EB4186.The orthometric height was determined by differential leveling
 EB4186.and adjusted by the National Geodetic Survey in June 1994..
 EB4186
 EB4186.The geoid height was determined by GEOID03.
 EB4186
 EB4186.The dynamic height is computed by dividing the NAVD 88
 EB4186.geopotential number by the normal gravity value computed on the
 EB4186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4186.degrees latitude (g = 980.6199 gals.).
 EB4186
 EB4186.The modeled gravity was interpolated from observed gravity values.
 EB4186
 EB4186;                    North         East    Units  Estimated Accuracy
 EB4186;SPC SC       -   268,680.      706,530.      MT  (+/- 180 meters Scaled)
 EB4186
 EB4186                          SUPERSEDED SURVEY CONTROL
 EB4186
 EB4186.No superseded survey control is available for this station.
 EB4186
 EB4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT969905(NAD 83)
 EB4186_MARKER: DD = SURVEY DISK
 EB4186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4186_SP_SET: CONCRETE POST
 EB4186_STAMPING: 16 022 1993
 EB4186_MARK LOGO: SCGS  
 EB4186_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4186+STABILITY: SURFACE MOTION
 EB4186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4186+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4186
 EB4186  HISTORY     - Date     Condition        Report By
 EB4186  HISTORY     - 1993     MONUMENTED       SCGS
 EB4186
 EB4186                          STATION DESCRIPTION
 EB4186
 EB4186'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4186'STATION IS LOCATED 5.7 MILES (9.2 KM) SOUTHWEST OF DARLINGTON, 8.6
 EB4186'MILES (13.8 KM) NORTHEAST OF LAMAR. OWNERSHIP--GEORIE W. JORDAN, 3028
 EB4186'EAST SEVEN PINES ROAD, DARLINGTON, SC 29532, PHONE 803-393-3961. TO
 EB4186'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 401 AND 52
 EB4186'(SOUTH GOVERNOR WILLIAMS HIGHWAY), 1.3 MILES (2.1 KM) SOUTHWEST OF
 EB4186'DARLINGTON, GO SOUTHWEST ON HIGHWAY 401 FOR 4.5 MILES (7.2 KM) TO THE
 EB4186'JUNCTION OF STATE ROAD 19 RIGHT AND A SAND ROAD LEFT (EAST SEVEN
 EB4186'PINES STREET), TURN LEFT ON EAST SEVEN PINES STREET FOR 0.1 MILE
 EB4186'(0.2 KM) TO A DRIVEWAY LEFT LEADING TO A TWO STORY FARM HOUSE AND THE
 EB4186'STATION IN THE NORTHWEST ANGLE. STATION IS A CONCRETE POST FLUSH WITH
 EB4186'THE GROUND AND LEVEL WITH THE ROAD, 12.4 FEET (3.8 M) WEST NORTHWEST
 EB4186'OF THE CENTER OF THE DRIVEWAY, 107.7 FEET (32.8 M) NORTH NORTHEAST OF
 EB4186'THE CENTER OF THE ROAD, 25.5 FEET (7.8 M) SOUTH SOUTHWEST OF A
 EB4186'1.3-FOOT CEDAR TREE, 28.5 FEET (8.7 M) SOUTH OF A POWER POLE WITH A
 EB4186'SCGS REFERENCE WASHER ATTACHED, 42.4 FEET (12.9 M) WEST OF THE
 EB4186'SOUTHWEST CORNER OF THE BRICK FOUNDATION OF THE HOUSE (PORCH).
 EB4186'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4187 ***********************************************************************
 EB4187  DESIGNATION -  16 023
 EB4187  PID         -  EB4187
 EB4187  STATE/COUNTY-  SC/DARLINGTON
 EB4187  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4187
 EB4187                         *CURRENT SURVEY CONTROL
 EB4187  ___________________________________________________________________
 EB4187* NAD 83(1986)-  34 14 35.     (N)    079 57 34.     (W)     SCALED    
 EB4187* NAVD 88     -        50.102  (meters)     164.38   (feet)  ADJUSTED  
 EB4187  ___________________________________________________________________
 EB4187  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 EB4187  DYNAMIC HT  -          50.054 (meters)     164.22  (feet)  COMP
 EB4187  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 EB4187
 EB4187  VERT ORDER  -  FIRST     CLASS II
 EB4187
 EB4187.The horizontal coordinates were scaled from a topographic map and have
 EB4187.an estimated accuracy of +/- 6 seconds.
 EB4187
 EB4187.The orthometric height was determined by differential leveling
 EB4187.and adjusted by the National Geodetic Survey in June 1994..
 EB4187
 EB4187.The geoid height was determined by GEOID03.
 EB4187
 EB4187.The dynamic height is computed by dividing the NAVD 88
 EB4187.geopotential number by the normal gravity value computed on the
 EB4187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4187.degrees latitude (g = 980.6199 gals.).
 EB4187
 EB4187.The modeled gravity was interpolated from observed gravity values.
 EB4187
 EB4187;                    North         East    Units  Estimated Accuracy
 EB4187;SPC SC       -   267,710.      705,440.      MT  (+/- 180 meters Scaled)
 EB4187
 EB4187                          SUPERSEDED SURVEY CONTROL
 EB4187
 EB4187.No superseded survey control is available for this station.
 EB4187
 EB4187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT958895(NAD 83)
 EB4187_MARKER: DD = SURVEY DISK
 EB4187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4187_SP_SET: CONCRETE POST
 EB4187_STAMPING: 16 023 1993
 EB4187_MARK LOGO: SCGS  
 EB4187_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4187+STABILITY: SURFACE MOTION
 EB4187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4187+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4187
 EB4187  HISTORY     - Date     Condition        Report By
 EB4187  HISTORY     - 1993     MONUMENTED       SCGS
 EB4187
 EB4187                          STATION DESCRIPTION
 EB4187
 EB4187'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4187'STATION IS LOCATED 6.6 MILES (10.6 KM) SOUTHWEST OF DARLINGTON, 7.8
 EB4187'MILES (12.6 KM) NORTHEAST OF LAMAR. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4187'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4187'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4187'401 AND 52 (SOUTH GOVERNOR WILLIAMS HIGHWAY), 1.3 MILES (2.1 KM)
 EB4187'SOUTHWEST OF DARLINGTON, GO SOUTHWEST ON HIGHWAY 401 FOR 4.65 MILES
 EB4187'(7.48 KM) TO THE CROSSROAD JUNCTION OF STATE ROAD 19, CONTINUE ON
 EB4187'HIGHWAY 401 FOR 0.65 MILE (1.05 KM) TO A SAND ROAD LEFT (JEFFERIES
 EB4187'CREEK ROAD), CONTINUE ON HIGHWAY 401 FOR 0.05 MILE (0.08 KM) TO A
 EB4187'SAND ROAD ON THE SOUTHWEST SIDE OF A BRICK STORE AND THE STATION NEAR
 EB4187'THE WEST CORNER OF AN UNUSED CONCRETE FOOTING FOR A SIGN. STATION IS
 EB4187'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 EB4187'12.5 FEET (3.8 M) WEST OF A METAL SIGN POST FOR THE OLD DIXIE STORE
 EB4187'AND ANTIQUE MALL, 24.0 FEET (7.3 M) NORTH OF A POWER POLE WITH THREE
 EB4187'TRANSFORMERS AND A GUY WIRE, 38.0 FEET (11.6 M) SOUTH SOUTHEAST OF
 EB4187'THE CENTER OF THE HIGHWAY, 2.1 FEET (0.6 M) SOUTHWEST OF THE WEST
 EB4187'CORNER OF THE UNUSED CONCRETE SIGN FOOTING, 6.3 FEET (1.9 M)
 EB4187'SOUTHEAST OF THE SOUTHWEST END OF A 1.4-FOOT CONCRETE PIPE CULVERT
 EB4187'BENEATH THE HIGHWAY, 17.2 FEET (5.2 M) WEST SOUTHWEST OF A FIRE
 EB4187'HYDRANT, 68.3 FEET (20.8 M) WEST SOUTHWEST OF THE WEST CORNER OF A
 EB4187'BRICK STORE, 23.5 FEET (7.2 M) NORTH OF A WITNESS POST. DESCRIBED BY
 EB4187'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4188 ***********************************************************************
 EB4188  DESIGNATION -  16 024
 EB4188  PID         -  EB4188
 EB4188  STATE/COUNTY-  SC/DARLINGTON
 EB4188  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4188
 EB4188                         *CURRENT SURVEY CONTROL
 EB4188  ___________________________________________________________________
 EB4188* NAD 83(2001)-  34 14 10.24143(N)    079 58 26.54937(W)     ADJUSTED  
 EB4188* NAVD 88     -        52.204  (meters)     171.27   (feet)  ADJUSTED  
 EB4188  ___________________________________________________________________
 EB4188  X           -     918,971.020 (meters)                     COMP
 EB4188  Y           -  -5,197,971.417 (meters)                     COMP
 EB4188  Z           -   3,568,146.849 (meters)                     COMP
 EB4188  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 EB4188  ELLIP HEIGHT-          20.36  (meters)          (03/13/03) GPS OBS
 EB4188  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EB4188  DYNAMIC HT  -          52.153 (meters)     171.11  (feet)  COMP
 EB4188  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 EB4188
 EB4188  HORZ ORDER  -  FIRST
 EB4188  VERT ORDER  -  FIRST     CLASS II
 EB4188  ELLP ORDER  -  FOURTH    CLASS II
 EB4188
 EB4188.The horizontal coordinates were established by GPS observations
 EB4188.and adjusted by the National Geodetic Survey in March 2003..
 EB4188
 EB4188.The orthometric height was determined by differential leveling
 EB4188.and adjusted by the National Geodetic Survey in June 1994..
 EB4188
 EB4188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4188
 EB4188.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4188
 EB4188.The ellipsoidal height was determined by GPS observations
 EB4188.and is referenced to NAD 83.
 EB4188
 EB4188.The geoid height was determined by GEOID03.
 EB4188
 EB4188.The dynamic height is computed by dividing the NAVD 88
 EB4188.geopotential number by the normal gravity value computed on the
 EB4188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4188.degrees latitude (g = 980.6199 gals.).
 EB4188
 EB4188.The modeled gravity was interpolated from observed gravity values.
 EB4188
 EB4188;                    North         East     Units Scale Factor Converg.
 EB4188;SPC SC       -   266,937.468   704,103.391   MT  0.99984247   +0 34 07.6
 EB4188;SPC SC       -   875,779.09  2,310,050.50   iFT  0.99984247   +0 34 07.6
 EB4188;UTM  17      - 3,788,819.405   594,483.894   MT  0.99971004   +0 34 38.1
 EB4188
 EB4188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4188!SPC SC       -   0.99999680  x   0.99984247  =   0.99983927
 EB4188!UTM  17      -   0.99999680  x   0.99971004  =   0.99970684
 EB4188
 EB4188                          SUPERSEDED SURVEY CONTROL
 EB4188
 EB4188  NAD 83(1995)-  34 14 10.24147(N)    079 58 26.54934(W) AD(       ) 1
 EB4188  ELLIP H (12/20/99)   20.36   (m)                       GP(       ) 4 1
 EB4188  NAD 83(1986)-  34 14 10.25597(N)    079 58 26.54805(W) AD(       ) 1
 EB4188
 EB4188.Superseded values are not recommended for survey control.
 EB4188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4188.See file dsdata.txt to determine how the superseded data were derived.
 EB4188
 EB4188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9448488819(NAD 83)
 EB4188_MARKER: DD = SURVEY DISK
 EB4188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4188_SP_SET: CONCRETE POST
 EB4188_STAMPING: 16 024 1993
 EB4188_MARK LOGO: SCGS  
 EB4188_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4188+STABILITY: SURFACE MOTION
 EB4188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4188+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1996
 EB4188
 EB4188  HISTORY     - Date     Condition        Report By
 EB4188  HISTORY     - 1993     MONUMENTED       SCGS
 EB4188  HISTORY     - 19961126 GOOD             SCGS
 EB4188
 EB4188                          STATION DESCRIPTION
 EB4188
 EB4188'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4188'STATION IS LOCATED 7.5 MILES (12.1 KM) SOUTHWEST OF DARLINGTON, 6.8
 EB4188'MILES (10.9 KM) NORTHEAST OF LAMAR. OWNERSHIP--TOMMYS GROCERY, 3208
 EB4188'LAMAR HIGHWAY, DARLINGTON, SC 29532. TO REACH THE STATION FROM THE
 EB4188'JUNCTION OVERPASS OF INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY 401, 11.1
 EB4188'MILES (17.9 KM) SOUTHWEST OF DARLINGTON, GO NORTHEAST ON HIGHWAY 401
 EB4188'FOR 3.15 MILES (5.07 KM) TO THE JUNCTION OF STATE ROAD 13, CONTINUE
 EB4188'ON HIGHWAY 401 FOR 0.5 MILE (0.8 KM) TO AN ENTRANCE DRIVEWAY LEFT
 EB4188'LEADING TO TOMMYS GROCERY AND THE STATION NEAR THE WEST CORNER OF THE
 EB4188'BUILDING, 0.05 MILE (0.08 KM) SOUTHWEST OF THE JUNCTION OF STATE ROAD
 EB4188'48 (SYRACUSE COMMUNITY ROAD). STATION IS A CONCRETE POST FLUSH WITH
 EB4188'THE GROUND AND LEVEL WITH THE HIGHWAY, 126.0 FEET (38.4 M) NORTH
 EB4188'NORTHWEST OF THE CENTER OF THE HIGHWAY, 23.8 FEET (7.3 M) WEST
 EB4188'SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE BLOCK BUILDING, 8.0
 EB4188'FEET (2.4 M) NORTH OF A SECURITY LIGHT POLE WITH A SCGS REFERENCE
 EB4188'WASHER ATTACHED, 37.9 FEET (11.6 M) WEST OF THE WEST CORNER OF A
 EB4188'CONCRETE FOUNDATION FOR GAS PUMPS IN FRONT OF THE STORE, 49.6 FEET
 EB4188'(15.1 M) SOUTH OF A SECURITY LIGHT POLE 12/1A WITH A TRANSFORMER AND
 EB4188'GUY WIRE, 8.5 FEET (2.6 M) NORTH OF A WITNESS POST. DESCRIBED BY T.
 EB4188'HALL.
 EB4188
 EB4188                          STATION RECOVERY (1996)
 EB4188
 EB4188'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB4188'STATION IS LOCATED 7.5 MILES (12.1 KM) SOUTHWEST OF DARLINGTON, 6.8
 EB4188'MILES (10.9 KM) NORTHEAST OF LAMAR.  OWNERSHIP--TOMMYS GROCERY, 3208
 EB4188'LAMAR HIGHWAY, DARLINGTON, SC 29532.  TO REACH THE STATION FROM THE
 EB4188'JUNCTION OVERPASS OF INTERSTATE HIGHWAY 20 AND U.S.  HIGHWAY 401, 11.1
 EB4188'MILES (17.9 KM) SOUTHWEST OF DARLINGTON, GO NORTHEAST ON HIGHWAY 401
 EB4188'FOR 3.15 MILES (5.07 KM) TO THE JUNCTION OF STATE ROAD 13 (SOUTH
 EB4188'CENTER ROAD) , CONTINUE ON HIGHWAY 401 FOR 0.5 MILE (0.8 KM) TO AN
 EB4188'ENTRANCE DRIVEWAY LEFT LEADING TO TOMMYS GROCERY AND THE STATION NEAR
 EB4188'THE WEST CORNER OF THE BUILDING, 0.05 MILE (0.08 KM) SOUTHWEST OF THE
 EB4188'JUNCTION OF STATE ROAD 48 (SYRACUSE COMMUNITY ROAD) .  STATION IS A
 EB4188'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 126.0
 EB4188'FEET (38.4 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 23.8 FEET
 EB4188'(7.3 M) WEST SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE BLOCK
 EB4188'BUILDING, 8.0 FEET (2.4 M) NORTH OF A SECURITY LIGHT POLE WITH A SCGS
 EB4188'REFERENCE WASHER ATTACHED, 37.9 FEET (11.6 M) WEST OF THE WEST CORNER
 EB4188'OF A CONCRETE FOUNDATION FOR GAS PUMPS IN FRONT OF THE STORE, 49.6
 EB4188'FEET (15.1 M) SOUTH OF A SECURITY LIGHT POLE 12/1A WITH A TRANSFORMER
 EB4188'AND GUY WIRE.  RECOVERED BY L.A.  OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4189 ***********************************************************************
 EB4189  DESIGNATION -  16 025
 EB4189  PID         -  EB4189
 EB4189  STATE/COUNTY-  SC/DARLINGTON
 EB4189  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4189
 EB4189                         *CURRENT SURVEY CONTROL
 EB4189  ___________________________________________________________________
 EB4189* NAD 83(1986)-  34 13 51.     (N)    079 59 06.     (W)     SCALED    
 EB4189* NAVD 88     -        52.707  (meters)     172.92   (feet)  ADJUSTED  
 EB4189  ___________________________________________________________________
 EB4189  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EB4189  DYNAMIC HT  -          52.656 (meters)     172.76  (feet)  COMP
 EB4189  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EB4189
 EB4189  VERT ORDER  -  FIRST     CLASS II
 EB4189
 EB4189.The horizontal coordinates were scaled from a topographic map and have
 EB4189.an estimated accuracy of +/- 6 seconds.
 EB4189
 EB4189.The orthometric height was determined by differential leveling
 EB4189.and adjusted by the National Geodetic Survey in June 1994..
 EB4189
 EB4189.The geoid height was determined by GEOID03.
 EB4189
 EB4189.The dynamic height is computed by dividing the NAVD 88
 EB4189.geopotential number by the normal gravity value computed on the
 EB4189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4189.degrees latitude (g = 980.6199 gals.).
 EB4189
 EB4189.The modeled gravity was interpolated from observed gravity values.
 EB4189
 EB4189;                    North         East    Units  Estimated Accuracy
 EB4189;SPC SC       -   266,340.      703,100.      MT  (+/- 180 meters Scaled)
 EB4189
 EB4189                          SUPERSEDED SURVEY CONTROL
 EB4189
 EB4189.No superseded survey control is available for this station.
 EB4189
 EB4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT934882(NAD 83)
 EB4189_MARKER: DD = SURVEY DISK
 EB4189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4189_SP_SET: CONCRETE POST
 EB4189_STAMPING: 16 025 1993
 EB4189_MARK LOGO: SCGS  
 EB4189_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4189+STABILITY: SURFACE MOTION
 EB4189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4189+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4189
 EB4189  HISTORY     - Date     Condition        Report By
 EB4189  HISTORY     - 1993     MONUMENTED       SCGS
 EB4189
 EB4189                          STATION DESCRIPTION
 EB4189
 EB4189'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4189'STATION IS LOCATED 8.2 MILES (13.2 KM) SOUTHWEST OF DARLINGTON, 6.2
 EB4189'MILES (10.0 KM) NORTHEAST OF LAMAR. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4189'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4189'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EB4189'INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY 401, 11.1 MILES (17.9 KM)
 EB4189'SOUTHWEST OF DARLINGTON, GO NORTHEAST ON HIGHWAY 401 FOR 1.8 MILE
 EB4189'(2.9 KM) TO THE OFFSET JUNCTION OF STATE ROAD 355 (SANSBURY ROAD),
 EB4189'CONTINUE ON HIGHWAY 401 FOR 1.05 MILES (1.69 KM) TO A SAND CROSSROAD
 EB4189'(COUNTRY MANOR ROAD) AND THE STATION NEAR A CHAIN LINK FENCE CORNER
 EB4189'POST IN THE NORTHEAST ANGLE OF THE CROSSROAD. STATION IS A CONCRETE
 EB4189'POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY,
 EB4189'18.3 FEET (5.6 M) SOUTH SOUTHEAST OF THE DRIVEWAY LEFT LEADING TO
 EB4189'WOODS USED CARS, 35.5 FEET (10.8 M) NORTH NORTHWEST OF THE CENTER OF
 EB4189'THE HIGHWAY, 125.8 FEET (38.3 M) EAST NORTHEAST OF THE CENTER OF THE
 EB4189'SAND ROAD, 80.3 FEET (24.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 EB4189'THE CONCRETE FOUNDATION OF A SMALL WOODEN BUILDING, 2.8 FEET (0.9 M)
 EB4189'WEST OF THE SOUTHWEST CHAIN LINK FENCE CORNER POST, 77.0 FEET
 EB4189'(23.5 M) NORTH NORTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 EB4189'ATTACHED, 2.5 FEET (0.8 M) WEST SOUTHWEST OF A WITNESS POST.
 EB4189'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3075 ***********************************************************************
 EC3075  DESIGNATION -  16 026
 EC3075  PID         -  EC3075
 EC3075  STATE/COUNTY-  SC/DARLINGTON
 EC3075  USGS QUAD   -  LAMAR (1969)
 EC3075
 EC3075                         *CURRENT SURVEY CONTROL
 EC3075  ___________________________________________________________________
 EC3075* NAD 83(1986)-  34 13 22.     (N)    080 00 08.     (W)     SCALED    
 EC3075* NAVD 88     -        52.296  (meters)     171.57   (feet)  ADJUSTED  
 EC3075  ___________________________________________________________________
 EC3075  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EC3075  DYNAMIC HT  -          52.245 (meters)     171.41  (feet)  COMP
 EC3075  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 EC3075
 EC3075  VERT ORDER  -  FIRST     CLASS II
 EC3075
 EC3075.The horizontal coordinates were scaled from a topographic map and have
 EC3075.an estimated accuracy of +/- 6 seconds.
 EC3075
 EC3075.The orthometric height was determined by differential leveling
 EC3075.and adjusted by the National Geodetic Survey in June 1994..
 EC3075
 EC3075.The geoid height was determined by GEOID03.
 EC3075
 EC3075.The dynamic height is computed by dividing the NAVD 88
 EC3075.geopotential number by the normal gravity value computed on the
 EC3075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3075.degrees latitude (g = 980.6199 gals.).
 EC3075
 EC3075.The modeled gravity was interpolated from observed gravity values.
 EC3075
 EC3075;                    North         East    Units  Estimated Accuracy
 EC3075;SPC SC       -   265,430.      701,520.      MT  (+/- 180 meters Scaled)
 EC3075
 EC3075                          SUPERSEDED SURVEY CONTROL
 EC3075
 EC3075.No superseded survey control is available for this station.
 EC3075
 EC3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT919873(NAD 83)
 EC3075_MARKER: DD = SURVEY DISK
 EC3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3075_SP_SET: CONCRETE POST
 EC3075_STAMPING: 16 026 1993
 EC3075_MARK LOGO: SCGS  
 EC3075_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3075+STABILITY: SURFACE MOTION
 EC3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3075+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3075
 EC3075  HISTORY     - Date     Condition        Report By
 EC3075  HISTORY     - 1993     MONUMENTED       SCGS
 EC3075
 EC3075                          STATION DESCRIPTION
 EC3075
 EC3075'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3075'STATION IS LOCATED 9.3 MILES (15.0 KM) SOUTHWEST OF DARLINGTON, 5.0
 EC3075'MILES (8.0 KM) NORTHEAST OF LAMAR. OWNERSHIP--EDWARD HODGES. TO REACH
 EC3075'THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY 20 AND
 EC3075'U.S. HIGHWAY 401, 11.1 MILES (17.9 KM) SOUTHWEST OF DARLINGTON, GO
 EC3075'NORTHEAST ON HIGHWAY 401 FOR 1.8 MILE (2.9 KM) TO THE OFFSET JUNCTION
 EC3075'OF STATE ROAD 355 (SANSBURY ROAD) AND THE STATION NEAR THE VEE OF A
 EC3075'GRASSY DRIVEWAY LEFT LEADING TO A BRICK HOUSE WITH A TWO STALL GARAGE
 EC3075'IN THE SOUTHWEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST
 EC3075'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 112.5 FEET
 EC3075'(34.3 M) WEST OF THE CENTER OF THE ROAD, 95.5 FEET (29.1 M) SOUTH
 EC3075'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 73.1 FEET (22.3 M) NORTH
 EC3075'NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 77.0 FEET (23.5 M) NORTH
 EC3075'NORTHWEST OF A 2.5-FOOT LIVE OAK TREE, 69.9 FEET (21.3 M) SOUTH
 EC3075'SOUTHWEST OF THE WEST CORNER OF AN OLD ABANDONED GAS STATION.
 EC3075'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3076 ***********************************************************************
 EC3076  DESIGNATION -  16 027
 EC3076  PID         -  EC3076
 EC3076  STATE/COUNTY-  SC/DARLINGTON
 EC3076  USGS QUAD   -  LAMAR (1969)
 EC3076
 EC3076                         *CURRENT SURVEY CONTROL
 EC3076  ___________________________________________________________________
 EC3076* NAD 83(1986)-  34 12 50.     (N)    080 01 00.     (W)     SCALED    
 EC3076* NAVD 88     -        53.075  (meters)     174.13   (feet)  ADJUSTED  
 EC3076  ___________________________________________________________________
 EC3076  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EC3076  DYNAMIC HT  -          53.023 (meters)     173.96  (feet)  COMP
 EC3076  MODELED GRAV-     979,661.1   (mgal)                       NAVD 88
 EC3076
 EC3076  VERT ORDER  -  FIRST     CLASS II
 EC3076
 EC3076.The horizontal coordinates were scaled from a topographic map and have
 EC3076.an estimated accuracy of +/- 6 seconds.
 EC3076
 EC3076.The orthometric height was determined by differential leveling
 EC3076.and adjusted by the National Geodetic Survey in June 1994..
 EC3076
 EC3076.The geoid height was determined by GEOID03.
 EC3076
 EC3076.The dynamic height is computed by dividing the NAVD 88
 EC3076.geopotential number by the normal gravity value computed on the
 EC3076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3076.degrees latitude (g = 980.6199 gals.).
 EC3076
 EC3076.The modeled gravity was interpolated from observed gravity values.
 EC3076
 EC3076;                    North         East    Units  Estimated Accuracy
 EC3076;SPC SC       -   264,430.      700,200.      MT  (+/- 180 meters Scaled)
 EC3076
 EC3076                          SUPERSEDED SURVEY CONTROL
 EC3076
 EC3076.No superseded survey control is available for this station.
 EC3076
 EC3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT905863(NAD 83)
 EC3076_MARKER: DD = SURVEY DISK
 EC3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3076_SP_SET: CONCRETE POST
 EC3076_STAMPING: 16 027 1993
 EC3076_MARK LOGO: SCGS  
 EC3076_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3076+STABILITY: SURFACE MOTION
 EC3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3076+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3076
 EC3076  HISTORY     - Date     Condition        Report By
 EC3076  HISTORY     - 1993     MONUMENTED       SCGS
 EC3076
 EC3076                          STATION DESCRIPTION
 EC3076
 EC3076'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3076'STATION IS LOCATED 4.0 MILES (6.4 KM) NORTHEAST OF LAMAR, 10.4 MILES
 EC3076'(16.7 KM) SOUTHWEST OF DARLINGTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC3076'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3076'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EC3076'INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY 401, 11.1 MILES (17.9 KM)
 EC3076'SOUTHWEST OF DARLINGTON, GO NORTHEAST ON HIGHWAY 401 FOR 0.75 MILE
 EC3076'(1.21 KM) TO THE STATION NEAR THE NORTH CORNER OF A MOBILE HOME IN
 EC3076'THE SOUTH ANGLE OF A DRIVEWAY RIGHT LEADING TO A BRICK HOUSE NUMBER
 EC3076'120. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 EC3076'(0.6 M) BELOW THE HIGHWAY, 45.4 FEET (13.8 M) SOUTHEAST OF THE CENTER
 EC3076'OF THE HIGHWAY, 10.6 FEET (3.2 M) SOUTHWEST OF THE CENTER OF THE
 EC3076'DRIVEWAY, 23.0 FEET (7.0 M) NORTH OF THE NORTH CORNER OF THE MOBILE
 EC3076'HOME, 112.0 FEET (34.1 M) WEST NORTHWEST OF THE WEST CORNER OF THE
 EC3076'BRICK HOUSE, 10.6 FEET (3.2 M) EAST OF A CEDAR FENCE POST WITH A SCGS
 EC3076'REFERENCE WASHER ATTACHED. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3079 ***********************************************************************
 EC3079  DESIGNATION -  16 028
 EC3079  PID         -  EC3079
 EC3079  STATE/COUNTY-  SC/DARLINGTON
 EC3079  USGS QUAD   -  LAMAR (1969)
 EC3079
 EC3079                         *CURRENT SURVEY CONTROL
 EC3079  ___________________________________________________________________
 EC3079* NAD 83(1986)-  34 11 25.     (N)    080 02 35.     (W)     SCALED    
 EC3079* NAVD 88     -        48.523  (meters)     159.20   (feet)  ADJUSTED  
 EC3079  ___________________________________________________________________
 EC3079  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 EC3079  DYNAMIC HT  -          48.475 (meters)     159.04  (feet)  COMP
 EC3079  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 EC3079
 EC3079  VERT ORDER  -  FIRST     CLASS II
 EC3079
 EC3079.The horizontal coordinates were scaled from a topographic map and have
 EC3079.an estimated accuracy of +/- 6 seconds.
 EC3079
 EC3079.The orthometric height was determined by differential leveling
 EC3079.and adjusted by the National Geodetic Survey in June 1994..
 EC3079
 EC3079.The geoid height was determined by GEOID03.
 EC3079
 EC3079.The dynamic height is computed by dividing the NAVD 88
 EC3079.geopotential number by the normal gravity value computed on the
 EC3079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3079.degrees latitude (g = 980.6199 gals.).
 EC3079
 EC3079.The modeled gravity was interpolated from observed gravity values.
 EC3079
 EC3079;                    North         East    Units  Estimated Accuracy
 EC3079;SPC SC       -   261,790.      697,790.      MT  (+/- 180 meters Scaled)
 EC3079
 EC3079                          SUPERSEDED SURVEY CONTROL
 EC3079
 EC3079.No superseded survey control is available for this station.
 EC3079
 EC3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT881836(NAD 83)
 EC3079_MARKER: DD = SURVEY DISK
 EC3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3079_SP_SET: CONCRETE POST
 EC3079_STAMPING: 16 028 1993
 EC3079_MARK LOGO: SCGS  
 EC3079_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3079+STABILITY: SURFACE MOTION
 EC3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3079+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3079
 EC3079  HISTORY     - Date     Condition        Report By
 EC3079  HISTORY     - 1993     MONUMENTED       SCGS
 EC3079
 EC3079                          STATION DESCRIPTION
 EC3079
 EC3079'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3079'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTHEAST OF LAMAR.
 EC3079'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3079'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3079'JUNCTION OF U.S. HIGHWAY 401 (LAMAR HIGHWAY) AND STATE HIGHWAY 403
 EC3079'(OATES HIGHWAY), 2.7 MILES (4.3 KM) NORTHEAST OF LAMAR, GO WEST
 EC3079'SOUTHWEST ON HIGHWAY 401 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF
 EC3079'STATE ROAD 131 (WINDHAMTOWN ROAD), CONTINUE ON HIGHWAY 401 FOR 0.05
 EC3079'MILE (0.08 KM) TO A SAND ROAD LEFT AND THE STATION NEAR A POWER POLE
 EC3079'ON A HIGH BANK IN THE EAST ANGLE OF THE ROAD. STATION IS A CONCRETE
 EC3079'POST FLUSH WITH THE GROUND AND 4.5 FEET (1.4 M) ABOVE THE HIGHWAY,
 EC3079'49.8 FEET (15.2 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 21.5 FEET
 EC3079'(6.6 M) NORTHEAST OF THE CENTER OF THE SAND ROAD, 19.7 FEET (6.0 M)
 EC3079'EAST SOUTHEAST OF THE NORTHEAST END OF A 2.0-FOOT P.V.C. PIPE CULVERT
 EC3079'BENEATH THE ROAD, 4.1 FEET (1.2 M) NORTHWEST OF THE POWER POLE WITH A
 EC3079'GUY WIRE AND A SCGS REFERENCE WASHER ATTACHED, 7.4 FEET (2.3 M)
 EC3079'SOUTHEAST OF THE GUY WIRE ANCHOR, 4.0 FEET (1.2 M) NORTHWEST OF A
 EC3079'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3080 ***********************************************************************
 EC3080  DESIGNATION -  16 029
 EC3080  PID         -  EC3080
 EC3080  STATE/COUNTY-  SC/DARLINGTON
 EC3080  USGS QUAD   -  LAMAR (1969)
 EC3080
 EC3080                         *CURRENT SURVEY CONTROL
 EC3080  ___________________________________________________________________
 EC3080* NAD 83(1986)-  34 10 44.     (N)    080 03 09.     (W)     SCALED    
 EC3080* NAVD 88     -        49.019  (meters)     160.82   (feet)  ADJUSTED  
 EC3080  ___________________________________________________________________
 EC3080  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 EC3080  DYNAMIC HT  -          48.971 (meters)     160.67  (feet)  COMP
 EC3080  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 EC3080
 EC3080  VERT ORDER  -  FIRST     CLASS II
 EC3080
 EC3080.The horizontal coordinates were scaled from a topographic map and have
 EC3080.an estimated accuracy of +/- 6 seconds.
 EC3080
 EC3080.The orthometric height was determined by differential leveling
 EC3080.and adjusted by the National Geodetic Survey in June 1994..
 EC3080
 EC3080.The geoid height was determined by GEOID03.
 EC3080
 EC3080.The dynamic height is computed by dividing the NAVD 88
 EC3080.geopotential number by the normal gravity value computed on the
 EC3080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3080.degrees latitude (g = 980.6199 gals.).
 EC3080
 EC3080.The modeled gravity was interpolated from observed gravity values.
 EC3080
 EC3080;                    North         East    Units  Estimated Accuracy
 EC3080;SPC SC       -   260,520.      696,940.      MT  (+/- 180 meters Scaled)
 EC3080
 EC3080                          SUPERSEDED SURVEY CONTROL
 EC3080
 EC3080.No superseded survey control is available for this station.
 EC3080
 EC3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT873823(NAD 83)
 EC3080_MARKER: DD = SURVEY DISK
 EC3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3080_SP_SET: CONCRETE POST
 EC3080_STAMPING: 16 029 1993
 EC3080_MARK LOGO: SCGS  
 EC3080_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3080+STABILITY: SURFACE MOTION
 EC3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3080+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3080
 EC3080  HISTORY     - Date     Condition        Report By
 EC3080  HISTORY     - 1993     MONUMENTED       SCGS
 EC3080
 EC3080                          STATION DESCRIPTION
 EC3080
 EC3080'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3080'STATION IS LOCATED 0.9 MILE (1.4 KM) NORTHEAST OF LAMAR.
 EC3080'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3080'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3080'JUNCTION OF U.S. HIGHWAY 401 (LAMAR HIGHWAY) AND STATE HIGHWAY 403
 EC3080'(OATES HIGHWAY), 2.7 MILES (4.3 KM) NORTHEAST OF LAMAR, GO WEST
 EC3080'SOUTHWEST ON HIGHWAY 401 FOR 1.75 MILES (2.82 KM) TO THE JUNCTION OF
 EC3080'STATE ROAD 449 (ZION ROAD), TURN LEFT ON ROAD 449 FOR 0.1 MILE
 EC3080'(0.2 KM) TO THE ZION METHODIST CHURCH ON THE RIGHT AND THE STATION
 EC3080'NEAR A SECURITY LIGHT POLE IN THE CEMETERY. STATION IS A CONCRETE
 EC3080'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 29.9
 EC3080'FEET (9.1 M) WEST OF THE CENTER OF THE ROAD, 4.2 FEET (1.3 M) NORTH
 EC3080'NORTHWEST OF THE LIGHT POLE, 59.4 FEET (18.1 M) NORTH NORTHEAST OF
 EC3080'THE NORTHEAST CORNER OF THE CHURCH, 26.0 FEET (7.9 M) EAST SOUTHEAST
 EC3080'OF THE SOUTHEAST CORNER OF A GRANITE HEADSTONE INSCRIBED WINDHAM,
 EC3080'ELISE, ANNIE AND GEORGE, 30.1 FEET (9.2 M) SOUTHEAST OF THE SOUTHEAST
 EC3080'CORNER OF A TALL MARBLE CROSS INSCRIBED WINDHAM, 4.2 FEET (1.3 M)
 EC3080'NORTH NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3081 ***********************************************************************
 EC3081  DESIGNATION -  16 030
 EC3081  PID         -  EC3081
 EC3081  STATE/COUNTY-  SC/DARLINGTON
 EC3081  USGS QUAD   -  LAMAR (1969)
 EC3081
 EC3081                         *CURRENT SURVEY CONTROL
 EC3081  ___________________________________________________________________
 EC3081* NAD 83(1986)-  34 09 46.     (N)    080 04 09.     (W)     SCALED    
 EC3081* NAVD 88     -        52.854  (meters)     173.41   (feet)  ADJUSTED  
 EC3081  ___________________________________________________________________
 EC3081  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 EC3081  DYNAMIC HT  -          52.802 (meters)     173.23  (feet)  COMP
 EC3081  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EC3081
 EC3081  VERT ORDER  -  FIRST     CLASS II
 EC3081
 EC3081.The horizontal coordinates were scaled from a topographic map and have
 EC3081.an estimated accuracy of +/- 6 seconds.
 EC3081
 EC3081.The orthometric height was determined by differential leveling
 EC3081.and adjusted by the National Geodetic Survey in June 1994..
 EC3081
 EC3081.The geoid height was determined by GEOID03.
 EC3081
 EC3081.The dynamic height is computed by dividing the NAVD 88
 EC3081.geopotential number by the normal gravity value computed on the
 EC3081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3081.degrees latitude (g = 980.6199 gals.).
 EC3081
 EC3081.The modeled gravity was interpolated from observed gravity values.
 EC3081
 EC3081;                    North         East    Units  Estimated Accuracy
 EC3081;SPC SC       -   258,710.      695,420.      MT  (+/- 180 meters Scaled)
 EC3081
 EC3081                          SUPERSEDED SURVEY CONTROL
 EC3081
 EC3081.No superseded survey control is available for this station.
 EC3081
 EC3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT857805(NAD 83)
 EC3081_MARKER: DD = SURVEY DISK
 EC3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3081_SP_SET: CONCRETE POST
 EC3081_STAMPING: 16 030 1993
 EC3081_MARK LOGO: SCGS  
 EC3081_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3081+STABILITY: SURFACE MOTION
 EC3081
 EC3081  HISTORY     - Date     Condition        Report By
 EC3081  HISTORY     - 1993     MONUMENTED       SCGS
 EC3081
 EC3081                          STATION DESCRIPTION
 EC3081
 EC3081'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3081'STATION IS LOCATED 0.65 MILE (1.05 KM) SOUTHWEST OF LAMAR.
 EC3081'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3081'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3081'JUNCTION OF U.S. HIGHWAY 401 (LAMAR HIGHWAY) AND STATE HIGHWAY 403
 EC3081'(OATES HIGHWAY), 2.7 MILES (4.3 KM) NORTHEAST OF LAMAR, GO WEST
 EC3081'SOUTHWEST ON HIGHWAY 401 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF
 EC3081'STATE ROAD 482 RIGHT, WARREN AVENUE AHEAD AND HIGHWAY 401 LEFT
 EC3081'(BOYKIN AVENUE) IN LAMAR, BEAR LEFT ON HIGHWAY 401 FOR 0.6 MILE
 EC3081'(1.0 KM) TO WEST MAIN STREET AND HIGHWAY 401 (DAVIS STREET) AHEAD,
 EC3081'CONTINUE ON HIGHWAY 401 FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE
 EC3081'LEFT NEAR THE EAST CORNER OF A BRICK SIGN (WELCOME TO LAMAR), 0.1
 EC3081'MILE (0.2 KM) NORTHEAST OF THE JUNCTION OF STATE ROAD 45. STATION IS
 EC3081'A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) BELOW THE
 EC3081'HIGHWAY, 46.2 FEET (14.1 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 EC3081'5.2 FEET (1.6 M) NORTHEAST OF THE EAST CORNER OF THE BRICK SIGN, 10.5
 EC3081'FEET (3.2 M) SOUTH SOUTHEAST OF A POWER POLE BS35 WITH A SWITCH
 EC3081'HANDLE AND A GUY WIRE, 4.2 FEET (1.3 M) WEST SOUTHWEST OF THE GUY
 EC3081'WIRE ANCHOR, 10.5 FEET (3.2 M) SOUTHEAST OF THE NORTH CORNER OF THE
 EC3081'BRICK SIGN, 11.0 FEET (3.4 M) SOUTH SOUTHEAST OF A WITNESS POST.
 EC3081'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3082 ***********************************************************************
 EC3082  DESIGNATION -  16 031
 EC3082  PID         -  EC3082
 EC3082  STATE/COUNTY-  SC/DARLINGTON
 EC3082  USGS QUAD   -  LAMAR (1969)
 EC3082
 EC3082                         *CURRENT SURVEY CONTROL
 EC3082  ___________________________________________________________________
 EC3082* NAD 83(2001)-  34 09 27.67004(N)    080 05 02.98584(W)     ADJUSTED  
 EC3082* NAVD 88     -        53.352  (meters)     175.04   (feet)  ADJUSTED  
 EC3082  ___________________________________________________________________
 EC3082  X           -     909,821.793 (meters)                     COMP
 EC3082  Y           -  -5,204,549.515 (meters)                     COMP
 EC3082  Z           -   3,560,946.008 (meters)                     COMP
 EC3082  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EC3082  ELLIP HEIGHT-          21.56  (meters)          (03/13/03) GPS OBS
 EC3082  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EC3082  DYNAMIC HT  -          53.300 (meters)     174.87  (feet)  COMP
 EC3082  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 EC3082
 EC3082  HORZ ORDER  -  FIRST
 EC3082  VERT ORDER  -  FIRST     CLASS II
 EC3082  ELLP ORDER  -  FOURTH    CLASS II
 EC3082
 EC3082.The horizontal coordinates were established by GPS observations
 EC3082.and adjusted by the National Geodetic Survey in March 2003..
 EC3082
 EC3082.The orthometric height was determined by differential leveling
 EC3082.and adjusted by the National Geodetic Survey in June 1994..
 EC3082
 EC3082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3082
 EC3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3082
 EC3082.The ellipsoidal height was determined by GPS observations
 EC3082.and is referenced to NAD 83.
 EC3082
 EC3082.The geoid height was determined by GEOID03.
 EC3082
 EC3082.The dynamic height is computed by dividing the NAVD 88
 EC3082.geopotential number by the normal gravity value computed on the
 EC3082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3082.degrees latitude (g = 980.6199 gals.).
 EC3082
 EC3082.The modeled gravity was interpolated from observed gravity values.
 EC3082
 EC3082;                    North         East     Units Scale Factor Converg.
 EC3082;SPC SC       -   258,137.139   694,037.296   MT  0.99982987   +0 30 27.9
 EC3082;SPC SC       -   846,906.62  2,277,025.25   iFT  0.99982987   +0 30 27.9
 EC3082;UTM  17      - 3,780,018.973   584,420.328   MT  0.99968785   +0 30 51.3
 EC3082
 EC3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3082!SPC SC       -   0.99999662  x   0.99982987  =   0.99982649
 EC3082!UTM  17      -   0.99999662  x   0.99968785  =   0.99968447
 EC3082
 EC3082                          SUPERSEDED SURVEY CONTROL
 EC3082
 EC3082  NAD 83(1995)-  34 09 27.67008(N)    080 05 02.98578(W) AD(       ) 1
 EC3082  ELLIP H (12/20/99)   21.56   (m)                       GP(       ) 4 1
 EC3082  NAD 83(1986)-  34 09 27.68388(N)    080 05 02.98551(W) AD(       ) 1
 EC3082
 EC3082.Superseded values are not recommended for survey control.
 EC3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3082.See file dsdata.txt to determine how the superseded data were derived.
 EC3082
 EC3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT8442080019(NAD 83)
 EC3082_MARKER: DD = SURVEY DISK
 EC3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3082_SP_SET: CONCRETE POST
 EC3082_STAMPING: 16 031 1993
 EC3082_MARK LOGO: SCGS  
 EC3082_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3082+STABILITY: SURFACE MOTION
 EC3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3082+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1996
 EC3082
 EC3082  HISTORY     - Date     Condition        Report By
 EC3082  HISTORY     - 1993     MONUMENTED       SCGS
 EC3082  HISTORY     - 19961126 GOOD             SCGS
 EC3082
 EC3082                          STATION DESCRIPTION
 EC3082
 EC3082'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3082'STATION IS LOCATED 1.5 MILES (2.4 KM) SOUTHWEST OF LAMAR.
 EC3082'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3082'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3082'JUNCTION OF U.S. HIGHWAY 401 (LAMAR HIGHWAY) AND STATE HIGHWAY 403
 EC3082'(OATES HIGHWAY), 2.7 MILES (4.3 KM) NORTHEAST OF LAMAR, GO WEST
 EC3082'SOUTHWEST ON HIGHWAY 401 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF
 EC3082'STATE ROAD 482 RIGHT, WARREN AVENUE AHEAD AND HIGHWAY 401 LEFT
 EC3082'(BOYKIN AVENUE) IN LAMAR, BEAR LEFT ON HIGHWAY 401 FOR 0.6 MILE
 EC3082'(1.0 KM) TO WEST MAIN STREET AND HIGHWAY 401 (DAVIS STREET) AHEAD,
 EC3082'CONTINUE ON HIGHWAY 401 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF
 EC3082'STATE ROAD 975 (HAMMER STREET), CONTINUE ON HIGHWAY 401 FOR 0.45 MILE
 EC3082'(0.72 KM) TO A DRIVEWAY LEFT LEADING TO A CONCRETE BLOCK HOUSE AND
 EC3082'THE STATION IN A GRASSY AREA IN FRONT OF THE HOUSE IN THE VEE OF A
 EC3082'SPLIT DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EC3082'LEVEL WITH THE HIGHWAY, 68.5 FEET (20.9 M) SOUTH SOUTHEAST OF THE
 EC3082'CENTER OF THE HIGHWAY, 44.2 FEET (13.5 M) SOUTHEAST OF THE WEST END
 EC3082'OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 33.9 FEET
 EC3082'(10.3 M) WEST OF A POWER POLE NUMBER 9/122 WITH A TRANSFORMER, 68.6
 EC3082'FEET (20.9 M) NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK
 EC3082'HOUSE. DESCRIBED BY T. HALL.
 EC3082
 EC3082                          STATION RECOVERY (1996)
 EC3082
 EC3082'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EC3082'STATION IS LOCATED 1.5 MILES (2.4 KM) SOUTHWEST OF LAMAR.
 EC3082'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EC3082'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EC3082'JUNCTION OF U.S.  HIGHWAY 401 (LAMAR HIGHWAY) AND STATE HIGHWAY 403
 EC3082'(OATES HIGHWAY) , 2.7 MILES (4.3 KM) NORTHEAST OF LAMAR, GO WEST
 EC3082'SOUTHWEST ON HIGHWAY 401 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF
 EC3082'STATE ROAD 482 RIGHT, WARREN AVENUE AHEAD AND HIGHWAY 401 LEFT (BOYKIN
 EC3082'AVENUE) IN LAMAR, BEAR LEFT ON HIGHWAY 401 FOR 0.6 MILE (1.0 KM) TO
 EC3082'WEST MAIN STREET AND HIGHWAY 401 (DAVIS STREET) AHEAD, CONTINUE ON
 EC3082'HIGHWAY 401 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 975
 EC3082'(HAMMER STREET) , CONTINUE ON HIGHWAY 401 FOR 0.45 MILE (0.72 KM) TO A
 EC3082'DRIVEWAY LEFT LEADING TO A CONCRETE BLOCK HOUSE AND THE STATION IN A
 EC3082'GRASSY AREA IN FRONT OF THE HOUSE IN THE VEE OF A SPLIT DRIVEWAY.
 EC3082'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC3082'HIGHWAY, 69.5 FEET (21.2 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 EC3082'HIGHWAY, 44.2 FEET (13.5 M) SOUTHEAST OF THE WEST END OF A 1.5-FOOT
 EC3082'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 33.9 FEET (10.3 M) WEST OF
 EC3082'A POWER POLE NUMBER 9/122 WITH A TRANSFORMER, 68.6 FEET (20.9 M) NORTH
 EC3082'OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK HOUSE.  DESCRIBED BY
 EC3082'L.A.  OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3083 ***********************************************************************
 EC3083  DESIGNATION -  16 032
 EC3083  PID         -  EC3083
 EC3083  STATE/COUNTY-  SC/DARLINGTON
 EC3083  USGS QUAD   -  LAMAR (1969)
 EC3083
 EC3083                         *CURRENT SURVEY CONTROL
 EC3083  ___________________________________________________________________
 EC3083* NAD 83(1986)-  34 08 56.     (N)    080 05 55.     (W)     SCALED    
 EC3083* NAVD 88     -        53.606  (meters)     175.87   (feet)  ADJUSTED  
 EC3083  ___________________________________________________________________
 EC3083  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EC3083  DYNAMIC HT  -          53.553 (meters)     175.70  (feet)  COMP
 EC3083  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 EC3083
 EC3083  VERT ORDER  -  FIRST     CLASS II
 EC3083
 EC3083.The horizontal coordinates were scaled from a topographic map and have
 EC3083.an estimated accuracy of +/- 6 seconds.
 EC3083
 EC3083.The orthometric height was determined by differential leveling
 EC3083.and adjusted by the National Geodetic Survey in June 1994..
 EC3083
 EC3083.The geoid height was determined by GEOID03.
 EC3083
 EC3083.The dynamic height is computed by dividing the NAVD 88
 EC3083.geopotential number by the normal gravity value computed on the
 EC3083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3083.degrees latitude (g = 980.6199 gals.).
 EC3083
 EC3083.The modeled gravity was interpolated from observed gravity values.
 EC3083
 EC3083;                    North         East    Units  Estimated Accuracy
 EC3083;SPC SC       -   257,150.      692,710.      MT  (+/- 180 meters Scaled)
 EC3083
 EC3083                          SUPERSEDED SURVEY CONTROL
 EC3083
 EC3083.No superseded survey control is available for this station.
 EC3083
 EC3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT830790(NAD 83)
 EC3083_MARKER: DD = SURVEY DISK
 EC3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3083_SP_SET: CONCRETE POST
 EC3083_STAMPING: 16 032 1993
 EC3083_MARK LOGO: SCGS  
 EC3083_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3083+STABILITY: SURFACE MOTION
 EC3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3083+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3083
 EC3083  HISTORY     - Date     Condition        Report By
 EC3083  HISTORY     - 1993     MONUMENTED       SCGS
 EC3083
 EC3083                          STATION DESCRIPTION
 EC3083
 EC3083'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3083'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTHWEST OF LAMAR.
 EC3083'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3083'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3083'JUNCTION OF U.S. HIGHWAY 401 (LAMAR HIGHWAY) AND STATE HIGHWAY 403
 EC3083'(OATES HIGHWAY), 2.7 MILES (4.3 KM) NORTHEAST OF LAMAR, GO WEST
 EC3083'SOUTHWEST ON HIGHWAY 401 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF
 EC3083'STATE ROAD 482 RIGHT, WARREN AVENUE AHEAD AND HIGHWAY 401 LEFT
 EC3083'(BOYKIN AVENUE) IN LAMAR, BEAR LEFT ON HIGHWAY 401 FOR 0.6 MILE
 EC3083'(1.0 KM) TO WEST MAIN STREET AND HIGHWAY 401 (DAVIS STREET) AHEAD,
 EC3083'CONTINUE ON HIGHWAY 401 FOR 2.4 MILES (3.9 KM) TO THE JUNCTION OF
 EC3083'STATE ROAD 738 (BENNY HILL ROAD), CONTINUE ON HIGHWAY 401 FOR 0.15
 EC3083'MILE (0.24 KM) TO A DRIVEWAY LEFT LEADING TO A BRICK HOUSE NUMBER 837
 EC3083'AND THE STATION NEAR TWO POWER POLES IN THE SOUTHEAST ANGLE OF THE
 EC3083'DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EC3083'WITH THE HIGHWAY, 231.0 FEET (70.4 M) NORTH OF THE NORTHEAST CORNER
 EC3083'OF THE HOUSE, 41.3 FEET (12.6 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 EC3083'HIGHWAY, 11.6 FEET (3.5 M) SOUTHEAST OF THE EAST END OF A 1.5-FOOT
 EC3083'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 2.9 FEET (0.9 M) SOUTH
 EC3083'SOUTHEAST OF THE POWER POLE BR68, 16.6 FEET (5.1 M) NORTH NORTHWEST
 EC3083'OF THE POWER POLE BR69 WITH TWO GUY WIRES, 16.0 FEET (4.9 M) EAST
 EC3083'NORTHEAST OF THE CENTER OF THE DRIVEWAY, 16.2 FEET (4.9 M) NORTH
 EC3083'NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3084 ***********************************************************************
 EC3084  DESIGNATION -  16 033
 EC3084  PID         -  EC3084
 EC3084  STATE/COUNTY-  SC/DARLINGTON
 EC3084  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3084
 EC3084                         *CURRENT SURVEY CONTROL
 EC3084  ___________________________________________________________________
 EC3084* NAD 83(1986)-  34 07 49.     (N)    080 07 45.     (W)     SCALED    
 EC3084* NAVD 88     -        46.064  (meters)     151.13   (feet)  ADJUSTED  
 EC3084  ___________________________________________________________________
 EC3084  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EC3084  DYNAMIC HT  -          46.019 (meters)     150.98  (feet)  COMP
 EC3084  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 EC3084
 EC3084  VERT ORDER  -  FIRST     CLASS II
 EC3084
 EC3084.The horizontal coordinates were scaled from a topographic map and have
 EC3084.an estimated accuracy of +/- 6 seconds.
 EC3084
 EC3084.The orthometric height was determined by differential leveling
 EC3084.and adjusted by the National Geodetic Survey in June 1994..
 EC3084
 EC3084.The geoid height was determined by GEOID03.
 EC3084
 EC3084.The dynamic height is computed by dividing the NAVD 88
 EC3084.geopotential number by the normal gravity value computed on the
 EC3084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3084.degrees latitude (g = 980.6199 gals.).
 EC3084
 EC3084.The modeled gravity was interpolated from observed gravity values.
 EC3084
 EC3084;                    North         East    Units  Estimated Accuracy
 EC3084;SPC SC       -   255,060.      689,910.      MT  (+/- 180 meters Scaled)
 EC3084
 EC3084                          SUPERSEDED SURVEY CONTROL
 EC3084
 EC3084.No superseded survey control is available for this station.
 EC3084
 EC3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT802769(NAD 83)
 EC3084_MARKER: DD = SURVEY DISK
 EC3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3084_SP_SET: CONCRETE POST
 EC3084_STAMPING: 16 033 1993
 EC3084_MARK LOGO: SCGS  
 EC3084_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3084+STABILITY: SURFACE MOTION
 EC3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3084+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3084
 EC3084  HISTORY     - Date     Condition        Report By
 EC3084  HISTORY     - 1993     MONUMENTED       SCGS
 EC3084
 EC3084                          STATION DESCRIPTION
 EC3084
 EC3084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3084'STATION IS LOCATED 4.65 MILES (7.48 KM) SOUTHWEST OF LAMAR, 9.2 MILES
 EC3084'(14.8 KM) SOUTH SOUTHEAST OF BISHOPVILLE. OWNERSHIP--SCDOT, DIRECTOR
 EC3084'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3084'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3084'401 AND STATE HIGHWAY 341 IN ELLIOTT, 5.8 MILES (9.3 KM) SOUTHWEST OF
 EC3084'LAMAR, GO NORTHEAST ON HIGHWAY 401 FOR 1.15 MILES (1.85 KM) TO THE
 EC3084'EAST END OF THE BRIDGE OVER THE LYNCHES RIVER AND THE STATION NEAR
 EC3084'THE NORTHEAST CORNER OF THE BRIDGE AND BEHIND A GUARDRAIL. STATION IS
 EC3084'A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) AND LEVEL WITH THE
 EC3084'HIGHWAY, 5.5 FEET (1.7 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF
 EC3084'THE WINGWALL OF THE BRIDGE, 17.1 FEET (5.2 M) NORTH NORTHWEST OF THE
 EC3084'CENTER OF THE HIGHWAY, 24.0 FEET (7.3 M) SOUTH OF A POWER POLE
 EC3084'22/BQ92, 6.0 FEET (1.8 M) NORTHEAST OF THE NORTH CORNER OF THE
 EC3084'CONCRETE RAIL OF THE BRIDGE, 4.2 FEET (1.3 M) WEST OF THE NORTHEAST
 EC3084'END OF THE CONCRETE CURB OF THE BRIDGE, 7.1 FEET (2.2 M) WEST
 EC3084'SOUTHWEST OF A WOODEN GUARD RAIL POST WITH A SCGS REFERENCE WASHER
 EC3084'ATTACHED, 3.2 FEET (1.0 M) EAST NORTHEAST OF A WITNESS POST.
 EC3084'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4150 ***********************************************************************
 EB4150  DESIGNATION -  16 034
 EB4150  PID         -  EB4150
 EB4150  STATE/COUNTY-  SC/DARLINGTON
 EB4150  USGS QUAD   -  DARLINGTON EAST (1963)
 EB4150
 EB4150                         *CURRENT SURVEY CONTROL
 EB4150  ___________________________________________________________________
 EB4150* NAD 83(1986)-  34 18 23.     (N)    079 52 24.     (W)     SCALED    
 EB4150* NAVD 88     -        41.320  (meters)     135.56   (feet)  ADJUSTED  
 EB4150  ___________________________________________________________________
 EB4150  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EB4150  DYNAMIC HT  -          41.280 (meters)     135.43  (feet)  COMP
 EB4150  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EB4150
 EB4150  VERT ORDER  -  FIRST     CLASS II
 EB4150
 EB4150.The horizontal coordinates were scaled from a topographic map and have
 EB4150.an estimated accuracy of +/- 6 seconds.
 EB4150
 EB4150.The orthometric height was determined by differential leveling
 EB4150.and adjusted by the National Geodetic Survey in June 1994..
 EB4150
 EB4150.The geoid height was determined by GEOID03.
 EB4150
 EB4150.The dynamic height is computed by dividing the NAVD 88
 EB4150.geopotential number by the normal gravity value computed on the
 EB4150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4150.degrees latitude (g = 980.6199 gals.).
 EB4150
 EB4150.The modeled gravity was interpolated from observed gravity values.
 EB4150
 EB4150;                    North         East    Units  Estimated Accuracy
 EB4150;SPC SC       -   274,820.      713,300.      MT  (+/- 180 meters Scaled)
 EB4150
 EB4150                          SUPERSEDED SURVEY CONTROL
 EB4150
 EB4150.No superseded survey control is available for this station.
 EB4150
 EB4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT036967(NAD 83)
 EB4150_MARKER: DD = SURVEY DISK
 EB4150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4150_SP_SET: CONCRETE POST
 EB4150_STAMPING: 16 034 1993
 EB4150_MARK LOGO: SCGS  
 EB4150_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4150+STABILITY: SURFACE MOTION
 EB4150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4150+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4150
 EB4150  HISTORY     - Date     Condition        Report By
 EB4150  HISTORY     - 1993     MONUMENTED       SCGS
 EB4150
 EB4150                          STATION DESCRIPTION
 EB4150
 EB4150'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4150'STATION IS LOCATED IN DARLINGTON. OWNERSHIP--DARLINGTON COUNTY
 EB4150'LIBRARY, 270 NORTH MAIN STREET, DARLINGTON, SC 29532, LOUISE
 EB4150'DORTON-LIBRARY DIRECTOR, PHONE 803-398-4941. TO REACH THE STATION
 EB4150'FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 34 IN
 EB4150'DARLINGTON, GO NORTH NORTHWEST ON HIGHWAY 52 FOR 0.3 MILE (0.5 KM) TO
 EB4150'NORTH STREET RIGHT AND THE STATION IN A PINE BED NEAR THE SOUTHWEST
 EB4150'CORNER OF THE LIBRARY. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4150'GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 17.4 FEET (5.3 M)
 EB4150'SOUTHEAST OF THE SOUTHWEST CORNER OF THE LIBRARY BUILDING, 16.4 FEET
 EB4150'(5.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION
 EB4150'FOR SEVERAL HEAT PUMPS, 36.6 FEET (11.2 M) WEST OF THE SOUTHWEST
 EB4150'CORNER OF A BRICK RETAINING WALL WITH A METAL RAIL ATTACHED, 15.9
 EB4150'FEET (4.8 M) SOUTH SOUTHEAST OF THE SOUTH FACE OF THE BUILDING, 25.3
 EB4150'FEET (7.7 M) NORTH NORTHWEST OF A 1.5-FOOT OAK TREE WITH A SCGS
 EB4150'REFERENCE WASHER ATTACHED. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4151 ***********************************************************************
 EB4151  DESIGNATION -  16 035
 EB4151  PID         -  EB4151
 EB4151  STATE/COUNTY-  SC/DARLINGTON
 EB4151  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4151
 EB4151                         *CURRENT SURVEY CONTROL
 EB4151  ___________________________________________________________________
 EB4151* NAD 83(1986)-  34 18 52.     (N)    079 52 42.     (W)     SCALED    
 EB4151* NAVD 88     -        45.294  (meters)     148.60   (feet)  ADJUSTED  
 EB4151  ___________________________________________________________________
 EB4151  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EB4151  DYNAMIC HT  -          45.250 (meters)     148.46  (feet)  COMP
 EB4151  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 EB4151
 EB4151  VERT ORDER  -  FIRST     CLASS II
 EB4151
 EB4151.The horizontal coordinates were scaled from a topographic map and have
 EB4151.an estimated accuracy of +/- 6 seconds.
 EB4151
 EB4151.The orthometric height was determined by differential leveling
 EB4151.and adjusted by the National Geodetic Survey in June 1994..
 EB4151
 EB4151.The geoid height was determined by GEOID03.
 EB4151
 EB4151.The dynamic height is computed by dividing the NAVD 88
 EB4151.geopotential number by the normal gravity value computed on the
 EB4151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4151.degrees latitude (g = 980.6199 gals.).
 EB4151
 EB4151.The modeled gravity was interpolated from observed gravity values.
 EB4151
 EB4151;                    North         East    Units  Estimated Accuracy
 EB4151;SPC SC       -   275,710.      712,830.      MT  (+/- 180 meters Scaled)
 EB4151
 EB4151                          SUPERSEDED SURVEY CONTROL
 EB4151
 EB4151.No superseded survey control is available for this station.
 EB4151
 EB4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT032975(NAD 83)
 EB4151_MARKER: DD = SURVEY DISK
 EB4151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4151_SP_SET: CONCRETE POST
 EB4151_STAMPING: 16 035 1993
 EB4151_MARK LOGO: SCGS  
 EB4151_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4151+STABILITY: SURFACE MOTION
 EB4151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4151+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4151
 EB4151  HISTORY     - Date     Condition        Report By
 EB4151  HISTORY     - 1993     MONUMENTED       SCGS
 EB4151
 EB4151                          STATION DESCRIPTION
 EB4151
 EB4151'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4151'STATION IS LOCATED IN DARLINGTON. OWNERSHIP--CITY OF DARLINGTON. TO
 EB4151'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 EB4151'HIGHWAY 34 IN DARLINGTON, GO NORTH NORTHWEST ON HIGHWAY 52 FOR 0.85
 EB4151'MILE (1.37 KM) TO THE JUNCTION OF STATE ROAD 213 (BLUE STREET), TURN
 EB4151'RIGHT ON ROAD 213 FOR 0.2 MILE (0.3 KM) TO RED STREET RIGHT AND A
 EB4151'DIRT ENTRANCE ROAD LEFT LEADING TO THE CITY RECREATION COMPLEX AND
 EB4151'THE STATION NEAR THE LEFT FIELD CHAIN LINK FENCE CORNER POST OF A
 EB4151'BASEBALL FIELD IN THE WEST ANGLE OF THE ENTRANCE ROAD. STATION IS A
 EB4151'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 EB4151'ROAD, 69.6 FEET (21.2 M) NORTH NORTHWEST OF THE CENTER OF ROAD 213,
 EB4151'9.8 FEET (3.0 M) NORTH NORTHWEST OF A POWER POLE NUMBER 20 WITH AN
 EB4151'ELECTRIC METER, 4.5 FEET (1.4 M) NORTH NORTHEAST OF THE CHAIN LINK
 EB4151'FENCE CORNER POST, 6.5 FEET (2.0 M) SOUTH OF THE SOUTHEAST CHAIN LINK
 EB4151'FENCE CORNER POST AT THE PITCHERS WARM UP CAGE, 31.2 FEET (9.5 M)
 EB4151'NORTHEAST OF THE EAST ONE OF TWO METAL POSTS AT AN ELECTRIC SCOREBOARD
 EB4151'NEAR LEFT FIELD OF THE BALLFIELD, 5.7 FEET (1.7 M) SOUTH OF A WITNESS
 EB4151'POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4152 ***********************************************************************
 EB4152  DESIGNATION -  16 036
 EB4152  PID         -  EB4152
 EB4152  STATE/COUNTY-  SC/DARLINGTON
 EB4152  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4152
 EB4152                         *CURRENT SURVEY CONTROL
 EB4152  ___________________________________________________________________
 EB4152* NAD 83(2001)-  34 19 22.52749(N)    079 53 27.91071(W)     ADJUSTED  
 EB4152* NAVD 88     -        49.249  (meters)     161.58   (feet)  ADJUSTED  
 EB4152  ___________________________________________________________________
 EB4152  X           -     925,544.184 (meters)                     COMP
 EB4152  Y           -  -5,191,297.403 (meters)                     COMP
 EB4152  Z           -   3,576,096.258 (meters)                     COMP
 EB4152  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 EB4152  ELLIP HEIGHT-          17.34  (meters)          (03/13/03) GPS OBS
 EB4152  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EB4152  DYNAMIC HT  -          49.201 (meters)     161.42  (feet)  COMP
 EB4152  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 EB4152
 EB4152  HORZ ORDER  -  FIRST
 EB4152  VERT ORDER  -  FIRST     CLASS II
 EB4152  ELLP ORDER  -  FOURTH    CLASS II
 EB4152
 EB4152.The horizontal coordinates were established by GPS observations
 EB4152.and adjusted by the National Geodetic Survey in March 2003..
 EB4152
 EB4152.The orthometric height was determined by differential leveling
 EB4152.and adjusted by the National Geodetic Survey in June 1994..
 EB4152
 EB4152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4152
 EB4152.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4152
 EB4152.The ellipsoidal height was determined by GPS observations
 EB4152.and is referenced to NAD 83.
 EB4152
 EB4152.The geoid height was determined by GEOID03.
 EB4152
 EB4152.The dynamic height is computed by dividing the NAVD 88
 EB4152.geopotential number by the normal gravity value computed on the
 EB4152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4152.degrees latitude (g = 980.6199 gals.).
 EB4152
 EB4152.The modeled gravity was interpolated from observed gravity values.
 EB4152
 EB4152;                    North         East     Units Scale Factor Converg.
 EB4152;SPC SC       -   276,636.923   711,641.069   MT  0.99985857   +0 36 53.2
 EB4152;SPC SC       -   907,601.45  2,334,780.41   iFT  0.99985857   +0 36 53.2
 EB4152;UTM  17      - 3,798,518.834   602,018.977   MT  0.99972829   +0 37 31.2
 EB4152
 EB4152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4152!SPC SC       -   0.99999728  x   0.99985857  =   0.99985585
 EB4152!UTM  17      -   0.99999728  x   0.99972829  =   0.99972557
 EB4152
 EB4152                          SUPERSEDED SURVEY CONTROL
 EB4152
 EB4152  NAD 83(1995)-  34 19 22.52753(N)    079 53 27.91069(W) AD(       ) 1
 EB4152  ELLIP H (12/20/99)   17.34   (m)                       GP(       ) 4 1
 EB4152  NAD 83(1986)-  34 19 22.53999(N)    079 53 27.90884(W) AD(       ) 1
 EB4152
 EB4152.Superseded values are not recommended for survey control.
 EB4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4152.See file dsdata.txt to determine how the superseded data were derived.
 EB4152
 EB4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0201998519(NAD 83)
 EB4152_MARKER: DD = SURVEY DISK
 EB4152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4152_SP_SET: CONCRETE POST
 EB4152_STAMPING: 16 036 1993
 EB4152_MARK LOGO: SCGS  
 EB4152_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4152+STABILITY: SURFACE MOTION
 EB4152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4152+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4152
 EB4152  HISTORY     - Date     Condition        Report By
 EB4152  HISTORY     - 1993     MONUMENTED       SCGS
 EB4152  HISTORY     - 19961203 GOOD             SCGS
 EB4152
 EB4152                          STATION DESCRIPTION
 EB4152
 EB4152'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4152'STATION IS LOCATED 1.9 MILES (3.1 KM) NORTH NORTHWEST OF DARLINGTON.
 EB4152'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4152'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4152'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 34 IN DARLINGTON, GO
 EB4152'NORTH NORTHWEST ON HIGHWAY 52 FOR 1.75 MILES (2.82 KM) TO A
 EB4152'Y-JUNCTION OF WIRE ROAD AND THE STATION NEAR A POWER POLE IN THE VEE
 EB4152'OF THE JUNCTION NEAR THE NORTHEAST CORNER OF A CONCRETE FOUNDATION
 EB4152'FOR A PARTIALLY DISASSEMBLED BRICK AND WOOD SIGN. STATION IS A
 EB4152'CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M) BELOW THE
 EB4152'HIGHWAY, 37.6 FEET (11.5 M) WEST SOUTHWEST OF THE CENTER OF THE
 EB4152'HIGHWAY, 4.0 FEET (1.2 M) SOUTH SOUTHEAST OF THE POWER POLE BF80 WITH
 EB4152'FOUR GUY WIRES AND A TRANSFORMER, 3.6 FEET (1.1 M) NORTHWEST OF THE
 EB4152'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE SIGN, 50.7 FEET
 EB4152'(15.5 M) NORTHEAST OF THE CENTER OF WIRE ROAD, 34.9 FEET (10.6 M)
 EB4152'EAST OF A 5 FOOT (1.5 M) TALL WOODEN POST WITH A SCGS REFERENCE WASHER
 EB4152'ATTACHED, 4.0 FEET (1.2 M) SOUTH SOUTHEAST OF A WITNESS POST.
 EB4152'DESCRIBED BY T. HALL.
 EB4152
 EB4152                          STATION RECOVERY (1996)
 EB4152
 EB4152'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB4152'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4153 ***********************************************************************
 EB4153  DESIGNATION -  16 037
 EB4153  PID         -  EB4153
 EB4153  STATE/COUNTY-  SC/DARLINGTON
 EB4153  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4153
 EB4153                         *CURRENT SURVEY CONTROL
 EB4153  ___________________________________________________________________
 EB4153* NAD 83(1986)-  34 20 19.     (N)    079 53 58.     (W)     SCALED    
 EB4153* NAVD 88     -        49.455  (meters)     162.25   (feet)  ADJUSTED  
 EB4153  ___________________________________________________________________
 EB4153  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EB4153  DYNAMIC HT  -          49.408 (meters)     162.10  (feet)  COMP
 EB4153  MODELED GRAV-     979,672.7   (mgal)                       NAVD 88
 EB4153
 EB4153  VERT ORDER  -  FIRST     CLASS II
 EB4153
 EB4153.The horizontal coordinates were scaled from a topographic map and have
 EB4153.an estimated accuracy of +/- 6 seconds.
 EB4153
 EB4153.The orthometric height was determined by differential leveling
 EB4153.and adjusted by the National Geodetic Survey in June 1994..
 EB4153
 EB4153.The geoid height was determined by GEOID03.
 EB4153
 EB4153.The dynamic height is computed by dividing the NAVD 88
 EB4153.geopotential number by the normal gravity value computed on the
 EB4153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4153.degrees latitude (g = 980.6199 gals.).
 EB4153
 EB4153.The modeled gravity was interpolated from observed gravity values.
 EB4153
 EB4153;                    North         East    Units  Estimated Accuracy
 EB4153;SPC SC       -   278,370.      710,850.      MT  (+/- 180 meters Scaled)
 EB4153
 EB4153                          SUPERSEDED SURVEY CONTROL
 EB4153
 EB4153.No superseded survey control is available for this station.
 EB4153
 EB4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU012002(NAD 83)
 EB4153_MARKER: DD = SURVEY DISK
 EB4153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4153_SP_SET: CONCRETE POST
 EB4153_STAMPING: 16 037 1993
 EB4153_MARK LOGO: SCGS  
 EB4153_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4153+STABILITY: SURFACE MOTION
 EB4153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4153+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2001
 EB4153
 EB4153  HISTORY     - Date     Condition        Report By
 EB4153  HISTORY     - 1993     MONUMENTED       SCGS
 EB4153  HISTORY     - 20010225 GOOD             USPSQD
 EB4153
 EB4153                          STATION DESCRIPTION
 EB4153
 EB4153'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4153'STATION IS LOCATED NEAR THE NORTH CORNER OF A CONCRETE PAD AND SMALL
 EB4153'CHAIN LINK FENCE AROUND AN UNDERGROUND GAS PIPELINE VALVE NUMBER
 EB4153'13-30 (PERFECTION GEAR TAKE OFF) IN THE NORTHWEST ANGLE OF THE
 EB4153'JUNCTION OF U.S. HIGHWAYS 401, 52 BYPASS (NORTH GOVERNOR WILLIAMS
 EB4153'HIGHWAY) AND U.S. HIGHWAY 52 BUSINESS (NORTH MAIN STREET), 2.9 MILES
 EB4153'(4.7 KM) NORTH NORTHWEST OF DARLINGTON. OWNERSHIP--SCDHPT, DIRECTOR
 EB4153'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4153'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4153'LEVEL WITH THE HIGHWAYS, 55.5 FEET (16.9 M) WEST OF THE CENTER OF THE
 EB4153'SOUTHBOUND LANES OF THE HIGHWAY, 8.4 FEET (2.6 M) SOUTH OF POWER POLE
 EB4153'AZ44, 18.8 FEET (5.7 M) NORTH OF THE NORTH CORNER OF THE CONCRETE
 EB4153'PAD, 13.3 FEET (4.1 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 EB4153'CONCRETE PAD, 8.5 FEET (2.6 M) SOUTH OF A WITNESS POST. DESCRIBED BY
 EB4153'T. HALL.
 EB4153
 EB4153                          STATION RECOVERY (2001)
 EB4153
 EB4153'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4154 ***********************************************************************
 EB4154  DESIGNATION -  16 038
 EB4154  PID         -  EB4154
 EB4154  STATE/COUNTY-  SC/DARLINGTON
 EB4154  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4154
 EB4154                         *CURRENT SURVEY CONTROL
 EB4154  ___________________________________________________________________
 EB4154* NAD 83(1986)-  34 21 02.     (N)    079 54 17.     (W)     SCALED    
 EB4154* NAVD 88     -        52.670  (meters)     172.80   (feet)  ADJUSTED  
 EB4154  ___________________________________________________________________
 EB4154  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EB4154  DYNAMIC HT  -          52.620 (meters)     172.64  (feet)  COMP
 EB4154  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 EB4154
 EB4154  VERT ORDER  -  FIRST     CLASS II
 EB4154
 EB4154.The horizontal coordinates were scaled from a topographic map and have
 EB4154.an estimated accuracy of +/- 6 seconds.
 EB4154
 EB4154.The orthometric height was determined by differential leveling
 EB4154.and adjusted by the National Geodetic Survey in June 1994..
 EB4154
 EB4154.The geoid height was determined by GEOID03.
 EB4154
 EB4154.The dynamic height is computed by dividing the NAVD 88
 EB4154.geopotential number by the normal gravity value computed on the
 EB4154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4154.degrees latitude (g = 980.6199 gals.).
 EB4154
 EB4154.The modeled gravity was interpolated from observed gravity values.
 EB4154
 EB4154;                    North         East    Units  Estimated Accuracy
 EB4154;SPC SC       -   279,690.      710,350.      MT  (+/- 180 meters Scaled)
 EB4154
 EB4154                          SUPERSEDED SURVEY CONTROL
 EB4154
 EB4154.No superseded survey control is available for this station.
 EB4154
 EB4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU007015(NAD 83)
 EB4154_MARKER: DD = SURVEY DISK
 EB4154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4154_SP_SET: CONCRETE POST
 EB4154_STAMPING: 16 038 1993
 EB4154_MARK LOGO: SCGS  
 EB4154_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4154+STABILITY: SURFACE MOTION
 EB4154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4154+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 EB4154
 EB4154  HISTORY     - Date     Condition        Report By
 EB4154  HISTORY     - 1993     MONUMENTED       SCGS
 EB4154  HISTORY     - 20010218 GOOD             USPSQD
 EB4154
 EB4154                          STATION DESCRIPTION
 EB4154
 EB4154'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4154'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTH NORTHWEST OF DARLINGTON,
 EB4154'11.5 MILES (18.5 KM) SOUTHWEST OF SOCIETY HILL. OWNERSHIP--SCDHPT,
 EB4154'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4154'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4154'401, 52 BYPASS (NORTH GOVERNOR WILLIAMS HIGHWAY) AND U.S. HIGHWAY 52
 EB4154'BUSINESS (NORTH MAIN STREET), 2.9 MILES (4.7 KM) NORTH NORTHWEST OF
 EB4154'DARLINGTON, GO NORTH ON HIGHWAYS 52 AND 401 FOR 1.0 MILE (1.6 KM) TO
 EB4154'AN ENTRANCE DRIVEWAY RIGHT TO THE SUNBEAM BREAD BAKERY DISCOUNT STORE
 EB4154'AND THE STATION NEAR THE EAST END OF A CONCRETE BASE FOR A METAL SIGN
 EB4154'IN THE NORTHEAST ANGLE OF THE DRIVEWAY, 0.1 MILE (0.2 KM) SOUTH OF
 EB4154'THE JUNCTION OF STATE ROAD 134 (RHODES COMMUNITY ROAD). STATION IS A
 EB4154'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 98.9
 EB4154'FEET (30.1 M) NORTH OF A FIRE HYDRANT, 42.8 FEET (13.0 M) EAST
 EB4154'NORTHEAST OF THE CENTER OF THE HIGHWAY, 6.5 FEET (2.0 M) EAST OF THE
 EB4154'NORTHEAST CORNER OF THE CONCRETE BASE OF THE SIGN, 71.9 FEET
 EB4154'(21.9 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 66.5 FEET
 EB4154'(20.3 M) WEST OF THE SOUTHWEST CORNER OF THE BUILDING, 68.2 FEET
 EB4154'(20.8 M) SOUTH SOUTHEAST OF A POWER POLE 60/1 WITH FIVE GUY WIRES AND
 EB4154'A SECURITY LIGHT. DESCRIBED BY T. HALL.
 EB4154
 EB4154                          STATION RECOVERY (2001)
 EB4154
 EB4154'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4155 ***********************************************************************
 EB4155  DESIGNATION -  16 039
 EB4155  PID         -  EB4155
 EB4155  STATE/COUNTY-  SC/DARLINGTON
 EB4155  USGS QUAD   -  DARLINGTON WEST (1963)
 EB4155
 EB4155                         *CURRENT SURVEY CONTROL
 EB4155  ___________________________________________________________________
 EB4155* NAD 83(1986)-  34 21 56.     (N)    079 54 17.     (W)     SCALED    
 EB4155* NAVD 88     -        51.386  (meters)     168.59   (feet)  ADJUSTED  
 EB4155  ___________________________________________________________________
 EB4155  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EB4155  DYNAMIC HT  -          51.337 (meters)     168.43  (feet)  COMP
 EB4155  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 EB4155
 EB4155  VERT ORDER  -  FIRST     CLASS II
 EB4155
 EB4155.The horizontal coordinates were scaled from a topographic map and have
 EB4155.an estimated accuracy of +/- 6 seconds.
 EB4155
 EB4155.The orthometric height was determined by differential leveling
 EB4155.and adjusted by the National Geodetic Survey in June 1994..
 EB4155
 EB4155.The geoid height was determined by GEOID03.
 EB4155
 EB4155.The dynamic height is computed by dividing the NAVD 88
 EB4155.geopotential number by the normal gravity value computed on the
 EB4155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4155.degrees latitude (g = 980.6199 gals.).
 EB4155
 EB4155.The modeled gravity was interpolated from observed gravity values.
 EB4155
 EB4155;                    North         East    Units  Estimated Accuracy
 EB4155;SPC SC       -   281,350.      710,340.      MT  (+/- 180 meters Scaled)
 EB4155
 EB4155                          SUPERSEDED SURVEY CONTROL
 EB4155
 EB4155.No superseded survey control is available for this station.
 EB4155
 EB4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU007032(NAD 83)
 EB4155_MARKER: DD = SURVEY DISK
 EB4155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4155_SP_SET: CONCRETE POST
 EB4155_STAMPING: 16 039 1993
 EB4155_MARK LOGO: SCGS  
 EB4155_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4155+STABILITY: SURFACE MOTION
 EB4155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4155+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 EB4155
 EB4155  HISTORY     - Date     Condition        Report By
 EB4155  HISTORY     - 1993     MONUMENTED       SCGS
 EB4155  HISTORY     - 20040228 GOOD             USPSQD
 EB4155
 EB4155                          STATION DESCRIPTION
 EB4155
 EB4155'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4155'STATION IS LOCATED 4.8 MILES (7.7 KM) NORTHWEST OF DARLINGTON, 10.5
 EB4155'MILES (16.9 KM) SOUTH SOUTHWEST OF SOCIETY HILL. OWNERSHIP--SCDHPT,
 EB4155'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4155'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4155'401, 52 BYPASS (NORTH GOVERNOR WILLIAMS HIGHWAY) AND U.S. HIGHWAY 52
 EB4155'BUSINESS (NORTH MAIN STREET), 2.9 MILES (4.7 KM) NORTH NORTHWEST OF
 EB4155'DARLINGTON, GO NORTH ON HIGHWAYS 52 AND 401 FOR 1.35 MILES (2.17 KM)
 EB4155'TO THE JUNCTION OF STATE ROAD 36 (LEAVENSWORTH ROAD), CONTINUE ON
 EB4155'HIGHWAYS 52 AND 401 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT
 EB4155'NEAR THE WOODEN FENCE CORNER NEAR A CULVERT BENEATH THE HIGHWAY.
 EB4155'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4155'HIGHWAY, 47.5 FEET (14.5 M) WEST OF THE CENTER OF THE ROAD, 2.9 FEET
 EB4155'(0.9 M) NORTH OF A WOODEN FENCE POST WITH A SCGS REFERENCE WASHER
 EB4155'ATTACHED, 125.7 FEET (38.3 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER
 EB4155'OF A CONCRETE HEADWALL OF A PIPE CULVERT BENEATH THE HIGHWAY, 24.6
 EB4155'FEET (7.5 M) SOUTH OF A 3.5-FOOT SWEETGUM TREE WITH A SCGS REFERENCE
 EB4155'WASHER ATTACHED, 180.2 FEET (54.9 M) EAST SOUTHEAST OF THE SOUTHEAST
 EB4155'CORNER OF THE CONCRETE BLOCK FOUNDATION OF A WOODEN BARN, 8.7 FEET
 EB4155'(2.7 M) WEST NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4155
 EB4155                          STATION RECOVERY (2004)
 EB4155
 EB4155'RECOVERY NOTE BY US POWER SQUADRON 2004 (PKH)
 EB4155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4156 ***********************************************************************
 EB4156  DESIGNATION -  16 040
 EB4156  PID         -  EB4156
 EB4156  STATE/COUNTY-  SC/DARLINGTON
 EB4156  USGS QUAD   -  DOVESVILLE (1963)
 EB4156
 EB4156                         *CURRENT SURVEY CONTROL
 EB4156  ___________________________________________________________________
 EB4156* NAD 83(2001)-  34 22 48.35348(N)    079 54 15.60231(W)     ADJUSTED  
 EB4156* NAVD 88     -        51.076  (meters)     167.57   (feet)  ADJUSTED  
 EB4156  ___________________________________________________________________
 EB4156  X           -     923,716.805 (meters)                     COMP
 EB4156  Y           -  -5,187,989.506 (meters)                     COMP
 EB4156  Z           -   3,581,333.444 (meters)                     COMP
 EB4156  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 EB4156  ELLIP HEIGHT-          19.26  (meters)          (03/13/03) GPS OBS
 EB4156  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EB4156  DYNAMIC HT  -          51.027 (meters)     167.41  (feet)  COMP
 EB4156  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 EB4156
 EB4156  HORZ ORDER  -  FIRST
 EB4156  VERT ORDER  -  FIRST     CLASS II
 EB4156  ELLP ORDER  -  FOURTH    CLASS II
 EB4156
 EB4156.The horizontal coordinates were established by GPS observations
 EB4156.and adjusted by the National Geodetic Survey in March 2003..
 EB4156
 EB4156.The orthometric height was determined by differential leveling
 EB4156.and adjusted by the National Geodetic Survey in June 1994..
 EB4156
 EB4156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4156
 EB4156.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4156
 EB4156.The ellipsoidal height was determined by GPS observations
 EB4156.and is referenced to NAD 83.
 EB4156
 EB4156.The geoid height was determined by GEOID03.
 EB4156
 EB4156.The dynamic height is computed by dividing the NAVD 88
 EB4156.geopotential number by the normal gravity value computed on the
 EB4156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4156.degrees latitude (g = 980.6199 gals.).
 EB4156
 EB4156.The modeled gravity was interpolated from observed gravity values.
 EB4156
 EB4156;                    North         East     Units Scale Factor Converg.
 EB4156;SPC SC       -   282,964.933   710,354.851   MT  0.99987044   +0 36 26.8
 EB4156;SPC SC       -   928,362.64  2,330,560.53   iFT  0.99987044   +0 36 26.8
 EB4156;UTM  17      - 3,804,845.726   600,731.729   MT  0.99972507   +0 37 07.5
 EB4156
 EB4156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4156!SPC SC       -   0.99999698  x   0.99987044  =   0.99986742
 EB4156!UTM  17      -   0.99999698  x   0.99972507  =   0.99972205
 EB4156
 EB4156                          SUPERSEDED SURVEY CONTROL
 EB4156
 EB4156  NAD 83(1995)-  34 22 48.35357(N)    079 54 15.60228(W) AD(       ) 1
 EB4156  ELLIP H (12/20/99)   19.25   (m)                       GP(       ) 4 1
 EB4156  NAD 83(1986)-  34 22 48.36899(N)    079 54 15.60149(W) AD(       ) 1
 EB4156
 EB4156.Superseded values are not recommended for survey control.
 EB4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4156.See file dsdata.txt to determine how the superseded data were derived.
 EB4156
 EB4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0073204846(NAD 83)
 EB4156_MARKER: DD = SURVEY DISK
 EB4156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4156_SP_SET: CONCRETE POST
 EB4156_STAMPING: 16 040 1993
 EB4156_MARK LOGO: SCGS  
 EB4156_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4156+STABILITY: SURFACE MOTION
 EB4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4156+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1996
 EB4156
 EB4156  HISTORY     - Date     Condition        Report By
 EB4156  HISTORY     - 1993     MONUMENTED       SCGS
 EB4156  HISTORY     - 19961202 GOOD             SCGS
 EB4156
 EB4156                          STATION DESCRIPTION
 EB4156
 EB4156'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4156'STATION IS LOCATED 5.8 MILES (9.3 KM) NORTH NORTHWEST OF DARLINGTON,
 EB4156'9.5 MILES (15.3 KM) SOUTH SOUTHWEST OF SOCIETY HILL.
 EB4156'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4156'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4156'JUNCTION OF U.S. HIGHWAYS 401, 52 BYPASS (NORTH GOVERNOR WILLIAMS
 EB4156'HIGHWAY) AND U.S. HIGHWAY 52 BUSINESS (NORTH MAIN STREET), 2.9 MILES
 EB4156'(4.7 KM) NORTH NORTHWEST OF DARLINGTON, GO NORTH ON HIGHWAYS 52 AND
 EB4156'401 FOR 3.0 MILES (4.8 KM) TO THE JUNCTION OF STATE ROADS 724 (STEEL
 EB4156'MILL ROAD) AND 1022 (CREEK CROSSING ROAD) AND THE STATION IN THE
 EB4156'NORTH ANGLE BETWEEN TWO POWER POLES. STATION IS A CONCRETE POST FLUSH
 EB4156'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 113.4 FEET (34.6 M) NORTH
 EB4156'OF THE CENTER OF ROAD 724, 49.6 FEET (15.1 M) WEST OF THE CENTER OF
 EB4156'THE HIGHWAY, 5.1 FEET (1.6 M) WEST OF THE POWER POLE BD42 WITH GUY
 EB4156'WIRE, 12.8 FEET (3.9 M) EAST OF THE POWER POLE BD41/105 WITH A
 EB4156'TRANSFORMER, 51.0 FEET (15.5 M) EAST NORTHEAST OF THE CENTER OF ROAD
 EB4156'1022, 67.8 FEET (20.7 M) NORTH OF THE CENTER OF A METAL DISK SET INTO
 EB4156'THE TOP OF A CONCRETE POST INSCRIBED (M/V) PROJECTING 3.0 FEET
 EB4156'(0.9 M) (NORTHERN MOST OF THREE AND TALLEST), 6.1 FEET (1.9 M) EAST
 EB4156'OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4156
 EB4156                          STATION RECOVERY (1996)
 EB4156
 EB4156'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB4156'STATION IS LOCATED 5.8 MILES (9.3 KM) NORTH NORTHWEST OF DARLINGTON,
 EB4156'9.5 MILES (15.3 KM) SOUTH SOUTHWEST OF SOCIETY HILL. OWNERSHIP--SCDOT,
 EB4156'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB4156'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EB4156'HIGHWAYS 401, 52 BYPASS (NORTH GOVERNOR WILLIAMS HIGHWAY) AND U.S.
 EB4156'HIGHWAY 52 BUSINESS (NORTH MAIN STREET) , 2.9 MILES (4.7 KM) NORTH
 EB4156'NORTHWEST OF DARLINGTON, GO NORTH ON HIGHWAYS 52 AND 401 FOR 3.0 MILES
 EB4156'(4.8 KM) TO THE JUNCTION OF STATE ROADS 724 (STEEL MILL ROAD) AND 1022
 EB4156'(CREEK CROSSING ROAD) AND THE STATION IN THE NORTH ANGLE BETWEEN TWO
 EB4156'POWER POLES.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0
 EB4156'FEET (0.6 M) BELOW THE HIGHWAY, 113.4 FEET (34.6 M) NORTH OF THE
 EB4156'CENTER OF ROAD 724, 49.6 FEET (15.1 M) WEST OF THE CENTER OF THE
 EB4156'HIGHWAY, 5.1 FEET (1.6 M) WEST OF THE POWER POLE BD42/BW WITH GUY
 EB4156'WIRE, 12.8 FEET (3.9 M) EAST OF THE POWER POLE BD41/BN/105 WITH A
 EB4156'TRANSFORMER, 51.0 FEET (15.5 M) EAST NORTHEAST OF THE CENTER OF ROAD
 EB4156'1022, 67.8 FEET (20.7 M) NORTH OF THE CENTER OF A METAL DISK SET INTO
 EB4156'THE TOP OF A CONCRETE POST INSCRIBED (M/V) PROJECTING 3.0 FEET (0.9 M)
 EB4156'(NORTHERN MOST OF THREE AND TALLEST) , 6.1 FEET (1.9 M) EAST OF A
 EB4156'WITNESS POST.  RECOVERED BY L.A.  OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4157 ***********************************************************************
 EB4157  DESIGNATION -  16 041
 EB4157  PID         -  EB4157
 EB4157  STATE/COUNTY-  SC/DARLINGTON
 EB4157  USGS QUAD   -  DOVESVILLE (1963)
 EB4157
 EB4157                         *CURRENT SURVEY CONTROL
 EB4157  ___________________________________________________________________
 EB4157* NAD 83(1986)-  34 23 47.     (N)    079 54 09.     (W)     SCALED    
 EB4157* NAVD 88     -        46.650  (meters)     153.05   (feet)  ADJUSTED  
 EB4157  ___________________________________________________________________
 EB4157  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EB4157  DYNAMIC HT  -          46.605 (meters)     152.90  (feet)  COMP
 EB4157  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 EB4157
 EB4157  VERT ORDER  -  FIRST     CLASS II
 EB4157
 EB4157.The horizontal coordinates were scaled from a topographic map and have
 EB4157.an estimated accuracy of +/- 6 seconds.
 EB4157
 EB4157.The orthometric height was determined by differential leveling
 EB4157.and adjusted by the National Geodetic Survey in June 1994..
 EB4157
 EB4157.The geoid height was determined by GEOID03.
 EB4157
 EB4157.The dynamic height is computed by dividing the NAVD 88
 EB4157.geopotential number by the normal gravity value computed on the
 EB4157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4157.degrees latitude (g = 980.6199 gals.).
 EB4157
 EB4157.The modeled gravity was interpolated from observed gravity values.
 EB4157
 EB4157;                    North         East    Units  Estimated Accuracy
 EB4157;SPC SC       -   284,770.      710,500.      MT  (+/- 180 meters Scaled)
 EB4157
 EB4157                          SUPERSEDED SURVEY CONTROL
 EB4157
 EB4157.No superseded survey control is available for this station.
 EB4157
 EB4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU008066(NAD 83)
 EB4157_MARKER: DD = SURVEY DISK
 EB4157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4157_SP_SET: CONCRETE POST
 EB4157_STAMPING: 16 041 1993
 EB4157_MARK LOGO: SCGS  
 EB4157_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4157+STABILITY: SURFACE MOTION
 EB4157
 EB4157  HISTORY     - Date     Condition        Report By
 EB4157  HISTORY     - 1993     MONUMENTED       SCGS
 EB4157
 EB4157                          STATION DESCRIPTION
 EB4157
 EB4157'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4157'STATION IS LOCATED 6.6 MILES (10.6 KM) NORTH NORTHWEST OF DARLINGTON,
 EB4157'8.5 MILES (13.7 KM) SOUTH SOUTHWEST OF SOCIETY HILL. OWNERSHIP--MOUNT
 EB4157'ZION BAPTIST CHURCH, 3208 NORTH GOVERNOR WILLIAMS HIGHWAY,
 EB4157'DARLINGTON, SC 29540-1953. TO REACH THE STATION FROM THE JUNCTION OF
 EB4157'U.S. HIGHWAYS 401, 52 BYPASS (NORTH GOVERNOR WILLIAMS HIGHWAY) AND
 EB4157'U.S. HIGHWAY 52 BUSINESS (NORTH MAIN STREET), 2.9 MILES (4.7 KM)
 EB4157'NORTH NORTHWEST OF DARLINGTON, GO NORTH ON HIGHWAYS 52 AND 401 FOR 3.0
 EB4157'MILES (4.8 KM) TO THE JUNCTION OF STATE ROAD 724 (STEEL MILL ROAD)
 EB4157'AND 1022 (CREEK CROSSING ROAD), CONTINUE ON HIGHWAYS 52 AND 401 FOR
 EB4157'1.15 MILES (1.85 KM) TO A PINE LOG CIRCLE AND A GRAVEL DRIVEWAY LEFT
 EB4157'LEADING TO THE MOUNT ZION BAPTIST CHURCH, TURN LEFT ON THE DRIVEWAY
 EB4157'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE.
 EB4157'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4157'HIGHWAY, 231.6 FEET (70.6 M) NORTHWEST OF A FIRE HYDRANT, 3.8 FEET
 EB4157'(1.2 M) SOUTHWEST OF THE POWER POLE BG91 WITH GUY WIRE AND A SECURITY
 EB4157'LIGHT, 53.8 FEET (16.4 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE
 EB4157'CHURCH BUILDING, 62.2 FEET (19.0 M) EAST NORTHEAST OF A 1.0-FOOT
 EB4157'SPLIT TRUNKED CEDAR TREE, 89.2 FEET (27.2 M) EAST SOUTHEAST OF THE
 EB4157'NORTHEAST CORNER OF A GRANITE HEADSTONE INSCRIBED REBECCA J. GREENE,
 EB4157'72.9 FEET (22.2 M) WEST SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 4.1
 EB4157'FEET (1.2 M) NORTH NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4158 ***********************************************************************
 EB4158  DESIGNATION -  16 042
 EB4158  PID         -  EB4158
 EB4158  STATE/COUNTY-  SC/DARLINGTON
 EB4158  USGS QUAD   -  DOVESVILLE (1963)
 EB4158
 EB4158                         *CURRENT SURVEY CONTROL
 EB4158  ___________________________________________________________________
 EB4158* NAD 83(1986)-  34 24 32.     (N)    079 53 19.     (W)     SCALED    
 EB4158* NAVD 88     -        53.094  (meters)     174.19   (feet)  ADJUSTED  
 EB4158  ___________________________________________________________________
 EB4158  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EB4158  DYNAMIC HT  -          53.043 (meters)     174.03  (feet)  COMP
 EB4158  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 EB4158
 EB4158  VERT ORDER  -  FIRST     CLASS II
 EB4158
 EB4158.The horizontal coordinates were scaled from a topographic map and have
 EB4158.an estimated accuracy of +/- 6 seconds.
 EB4158
 EB4158.The orthometric height was determined by differential leveling
 EB4158.and adjusted by the National Geodetic Survey in June 1994..
 EB4158
 EB4158.The geoid height was determined by GEOID03.
 EB4158
 EB4158.The dynamic height is computed by dividing the NAVD 88
 EB4158.geopotential number by the normal gravity value computed on the
 EB4158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4158.degrees latitude (g = 980.6199 gals.).
 EB4158
 EB4158.The modeled gravity was interpolated from observed gravity values.
 EB4158
 EB4158;                    North         East    Units  Estimated Accuracy
 EB4158;SPC SC       -   286,170.      711,770.      MT  (+/- 180 meters Scaled)
 EB4158
 EB4158                          SUPERSEDED SURVEY CONTROL
 EB4158
 EB4158.No superseded survey control is available for this station.
 EB4158
 EB4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU021080(NAD 83)
 EB4158_MARKER: DD = SURVEY DISK
 EB4158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4158_SP_SET: CONCRETE POST
 EB4158_STAMPING: 16 042 1993
 EB4158_MARK LOGO: SCGS  
 EB4158_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4158+STABILITY: SURFACE MOTION
 EB4158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4158+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2003
 EB4158
 EB4158  HISTORY     - Date     Condition        Report By
 EB4158  HISTORY     - 1993     MONUMENTED       SCGS
 EB4158  HISTORY     - 20031122 GOOD             USPSQD
 EB4158
 EB4158                          STATION DESCRIPTION
 EB4158
 EB4158'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4158'STATION IS LOCATED 7.2 MILES (11.6 KM) NORTH NORTHWEST OF DARLINGTON,
 EB4158'7.6 MILES (12.2 KM) SOUTH SOUTHWEST OF SOCIETY HILL.
 EB4158'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4158'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4158'JUNCTION OF U.S. HIGHWAYS 401, 52 BYPASS (NORTH GOVERNOR WILLIAMS
 EB4158'HIGHWAY) AND U.S. HIGHWAY 52 BUSINESS (NORTH MAIN STREET), 2.9 MILES
 EB4158'(4.7 KM) NORTH NORTHWEST OF DARLINGTON, GO NORTH ON HIGHWAYS 52 AND
 EB4158'401 FOR 3.0 MILES (4.8 KM) TO THE JUNCTION OF STATE ROAD 724 (STEEL
 EB4158'MILL ROAD) AND 1022 (CREEK CROSSING ROAD), CONTINUE ON HIGHWAYS 52
 EB4158'AND 401 FOR 1.7 MILES (2.7 KM) TO THE OFFSET JUNCTION OF STATE ROAD
 EB4158'41 (DOVESVILLE HIGHWAY) LEFT AND MONT CLAIR ROAD RIGHT, CONTINUE ON
 EB4158'HIGHWAYS 52 AND 401 FOR 0.6 MILE (1.0 KM) TO AN ENTRANCE DRIVEWAY
 EB4158'RIGHT LEADING TO A MOBILE HOME AND THE DOVESVILLE CHURCH OF GOD AND
 EB4158'THE STATION NEAR A POWER POLE IN THE SOUTH ANGLE OF THE DRIVEWAY.
 EB4158'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 EB4158'(0.3 M) BELOW THE HIGHWAY, 38.4 FEET (11.7 M) SOUTHEAST OF THE CENTER
 EB4158'OF THE HIGHWAY, 27.2 FEET (8.3 M) SOUTHWEST OF THE CENTER OF THE
 EB4158'DRIVEWAY, 6.7 FEET (2.0 M) SOUTHWEST OF THE POWER POLE H20 WITH A
 EB4158'TRANSFORMER, 61.5 FEET (18.7 M) NORTH OF THE NORTH CORNER OF A
 EB4158'CONCRETE BLOCK CHURCH NEAR A GRANITE PLAQUE, 18.3 FEET (5.6 M) NORTH
 EB4158'NORTHEAST OF A 1.5-FOOT OAK TREE WITH A SCGS REFERENCE WASHER
 EB4158'ATTACHED, 76.0 FEET (23.2 M) SOUTH SOUTHWEST OF A FIRE HYDRANT, 12.5
 EB4158'FEET (3.8 M) NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4158
 EB4158                          STATION RECOVERY (2003)
 EB4158
 EB4158'RECOVERY NOTE BY US POWER SQUADRON 2003 (PKH)
 EB4158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4159 ***********************************************************************
 EB4159  DESIGNATION -  16 043
 EB4159  PID         -  EB4159
 EB4159  STATE/COUNTY-  SC/DARLINGTON
 EB4159  USGS QUAD   -  DOVESVILLE (1963)
 EB4159
 EB4159                         *CURRENT SURVEY CONTROL
 EB4159  ___________________________________________________________________
 EB4159* NAD 83(1986)-  34 25 26.     (N)    079 52 58.     (W)     SCALED    
 EB4159* NAVD 88     -        54.436  (meters)     178.60   (feet)  ADJUSTED  
 EB4159  ___________________________________________________________________
 EB4159  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EB4159  DYNAMIC HT  -          54.384 (meters)     178.42  (feet)  COMP
 EB4159  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 EB4159
 EB4159  VERT ORDER  -  FIRST     CLASS II
 EB4159
 EB4159.The horizontal coordinates were scaled from a topographic map and have
 EB4159.an estimated accuracy of +/- 6 seconds.
 EB4159
 EB4159.The orthometric height was determined by differential leveling
 EB4159.and adjusted by the National Geodetic Survey in June 1994..
 EB4159
 EB4159.The geoid height was determined by GEOID03.
 EB4159
 EB4159.The dynamic height is computed by dividing the NAVD 88
 EB4159.geopotential number by the normal gravity value computed on the
 EB4159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4159.degrees latitude (g = 980.6199 gals.).
 EB4159
 EB4159.The modeled gravity was interpolated from observed gravity values.
 EB4159
 EB4159;                    North         East    Units  Estimated Accuracy
 EB4159;SPC SC       -   287,840.      712,290.      MT  (+/- 180 meters Scaled)
 EB4159
 EB4159                          SUPERSEDED SURVEY CONTROL
 EB4159
 EB4159.No superseded survey control is available for this station.
 EB4159
 EB4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU026097(NAD 83)
 EB4159_MARKER: DD = SURVEY DISK
 EB4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4159_SP_SET: CONCRETE POST
 EB4159_STAMPING: 16 043 1993
 EB4159_MARK LOGO: SCGS  
 EB4159_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4159+STABILITY: SURFACE MOTION
 EB4159
 EB4159  HISTORY     - Date     Condition        Report By
 EB4159  HISTORY     - 1993     MONUMENTED       SCGS
 EB4159  HISTORY     - 20040228 GOOD             USPSQD
 EB4159
 EB4159                          STATION DESCRIPTION
 EB4159
 EB4159'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4159'STATION IS LOCATED 8.3 MILES (13.4 KM) NORTH OF DARLINGTON, 6.5 MILES
 EB4159'(10.5 KM) SOUTH SOUTHWEST OF SOCIETY HILL. OWNERSHIP--SCDHPT,
 EB4159'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4159'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4159'15 (HARTSVILLE HIGHWAY) AND 52, 401 (NORTH GOVERNOR WILLIAMS HIGHWAY)
 EB4159', 2.1 MILES (3.4 KM) SOUTHWEST OF SOCIETY HILL, GO SOUTH SOUTHWEST ON
 EB4159'HIGHWAYS 52 AND 401 FOR 4.35 MILES (7.00 KM) TO THE JUNCTION OF STATE
 EB4159'ROAD 398 (QUIET BROOK ROAD), CONTINUE ON HIGHWAYS 52 AND 401 FOR 0.25
 EB4159'MILE (0.40 KM) TO THE STATION NEAR A SECURITY LIGHT POLE M06 IN THE
 EB4159'SOUTHEAST ANGLE OF A DRIVEWAY LEFT LEADING TO A BRICK HOUSE NUMBER
 EB4159'4129. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 EB4159'(0.6 M) ABOVE THE HIGHWAY, 83.7 FEET (25.5 M) SOUTH SOUTHEAST OF A
 EB4159'POWER POLE M05 WITH GUY WIRE AND A TRANSFORMER, 75.8 FEET (23.1 M)
 EB4159'EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 31.0 FEET (9.4 M) SOUTH
 EB4159'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 3.9 FEET (1.2 M) SOUTH OF
 EB4159'THE SECURITY LIGHT POLE, 60.8 FEET (18.5 M) NORTH OF THE NORTHWEST
 EB4159'CORNER OF THE BRICK PORTION OF THE FRONT OF THE HOUSE, 55.4 FEET
 EB4159'(16.9 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK
 EB4159'FOUNDATION OF THE CARPORT OF THE HOUSE. DESCRIBED BY T. HALL.
 EB4159
 EB4159                          STATION RECOVERY (2004)
 EB4159
 EB4159'RECOVERY NOTE BY US POWER SQUADRON 2004 (PKH)
 EB4159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4161 ***********************************************************************
 EB4161  DESIGNATION -  16 044
 EB4161  PID         -  EB4161
 EB4161  STATE/COUNTY-  SC/DARLINGTON
 EB4161  USGS QUAD   -  MONT CLARE (1963)
 EB4161
 EB4161                         *CURRENT SURVEY CONTROL
 EB4161  ___________________________________________________________________
 EB4161* NAD 83(1986)-  34 27 03.     (N)    079 52 25.     (W)     SCALED    
 EB4161* NAVD 88     -        54.236  (meters)     177.94   (feet)  ADJUSTED  
 EB4161  ___________________________________________________________________
 EB4161  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EB4161  DYNAMIC HT  -          54.185 (meters)     177.77  (feet)  COMP
 EB4161  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 EB4161
 EB4161  VERT ORDER  -  FIRST     CLASS II
 EB4161
 EB4161.The horizontal coordinates were scaled from a topographic map and have
 EB4161.an estimated accuracy of +/- 6 seconds.
 EB4161
 EB4161.The orthometric height was determined by differential leveling
 EB4161.and adjusted by the National Geodetic Survey in June 1994..
 EB4161
 EB4161.The geoid height was determined by GEOID03.
 EB4161
 EB4161.The dynamic height is computed by dividing the NAVD 88
 EB4161.geopotential number by the normal gravity value computed on the
 EB4161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4161.degrees latitude (g = 980.6199 gals.).
 EB4161
 EB4161.The modeled gravity was interpolated from observed gravity values.
 EB4161
 EB4161;                    North         East    Units  Estimated Accuracy
 EB4161;SPC SC       -   290,840.      713,090.      MT  (+/- 180 meters Scaled)
 EB4161
 EB4161                          SUPERSEDED SURVEY CONTROL
 EB4161
 EB4161.No superseded survey control is available for this station.
 EB4161
 EB4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU034127(NAD 83)
 EB4161_MARKER: DD = SURVEY DISK
 EB4161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4161_SP_SET: CONCRETE POST
 EB4161_STAMPING: 16 044 1993
 EB4161_MARK LOGO: SCGS  
 EB4161_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4161+STABILITY: SURFACE MOTION
 EB4161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4161+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4161
 EB4161  HISTORY     - Date     Condition        Report By
 EB4161  HISTORY     - 1993     MONUMENTED       SCGS
 EB4161
 EB4161                          STATION DESCRIPTION
 EB4161
 EB4161'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4161'STATION IS LOCATED 4.5 MILES (7.2 KM) SOUTH SOUTHWEST OF SOCIETY HILL,
 EB4161'10.1 MILES (16.3 KM) NORTH OF DARLINGTON. OWNERSHIP--MARY BEASLEY,
 EB4161'4813 NORTH GOVERNOR WILLIAMS HIGHWAY, SOCIETY HILL, SC 29593, PHONE
 EB4161'803-393-6995. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4161'15 (HARTSVILLE HIGHWAY) AND 52, 401 (NORTH GOVERNOR WILLIAMS HIGHWAY)
 EB4161', 2.1 MILES (3.4 KM) SOUTHWEST OF SOCIETY HILL, GO SOUTH SOUTHWEST ON
 EB4161'HIGHWAYS 52 AND 401 FOR 1.25 MILES (2.01 KM) TO THE JUNCTION OF STATE
 EB4161'ROAD 785 (LAKE DARPO ROAD), CONTINUE ON HIGHWAYS 52 AND 401 FOR 0.4
 EB4161'MILE (0.6 KM) TO A DRIVEWAY LEFT LEADING TO A BRICK HOUSE, TURN LEFT
 EB4161'ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT
 EB4161'NEAR A SECURITY LIGHT POLE. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4161'GROUND, 5.3 FEET (1.6 M) WEST OF THE LIGHT POLE, 67.6 FEET (20.6 M)
 EB4161'SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 64.8 FEET
 EB4161'(19.8 M) NORTH OF A DIESEL FUEL PUMP NEAR AN OLD WOODEN SHED, 9.5
 EB4161'FEET (2.9 M) EAST OF A 2.0-FOOT PINE TREE WITH A SCGS REFERENCE
 EB4161'WASHER ATTACHED, 15.5 FEET (4.7 M) NORTH NORTHEAST OF A METAL FUEL
 EB4161'TANK PIPE WITH A CAP PROJECTING 1.5 FEET. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3077 ***********************************************************************
 EC3077  DESIGNATION -  16 045
 EC3077  PID         -  EC3077
 EC3077  STATE/COUNTY-  SC/DARLINGTON
 EC3077  USGS QUAD   -  LAMAR (1969)
 EC3077
 EC3077                         *CURRENT SURVEY CONTROL
 EC3077  ___________________________________________________________________
 EC3077* NAD 83(1986)-  34 11 31.     (N)    080 01 08.     (W)     SCALED    
 EC3077* NAVD 88     -        51.222  (meters)     168.05   (feet)  ADJUSTED  
 EC3077  ___________________________________________________________________
 EC3077  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EC3077  DYNAMIC HT  -          51.172 (meters)     167.89  (feet)  COMP
 EC3077  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 EC3077
 EC3077  VERT ORDER  -  FIRST     CLASS II
 EC3077
 EC3077.The horizontal coordinates were scaled from a topographic map and have
 EC3077.an estimated accuracy of +/- 6 seconds.
 EC3077
 EC3077.The orthometric height was determined by differential leveling
 EC3077.and adjusted by the National Geodetic Survey in June 1994..
 EC3077
 EC3077.The geoid height was determined by GEOID03.
 EC3077
 EC3077.The dynamic height is computed by dividing the NAVD 88
 EC3077.geopotential number by the normal gravity value computed on the
 EC3077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3077.degrees latitude (g = 980.6199 gals.).
 EC3077
 EC3077.The modeled gravity was interpolated from observed gravity values.
 EC3077
 EC3077;                    North         East    Units  Estimated Accuracy
 EC3077;SPC SC       -   261,990.      700,020.      MT  (+/- 180 meters Scaled)
 EC3077
 EC3077                          SUPERSEDED SURVEY CONTROL
 EC3077
 EC3077.No superseded survey control is available for this station.
 EC3077
 EC3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT904838(NAD 83)
 EC3077_MARKER: DD = SURVEY DISK
 EC3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3077_SP_SET: CONCRETE POST
 EC3077_STAMPING: 16 045 1993
 EC3077_MARK LOGO: SCGS  
 EC3077_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3077+STABILITY: SURFACE MOTION
 EC3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3077+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3077
 EC3077  HISTORY     - Date     Condition        Report By
 EC3077  HISTORY     - 1993     MONUMENTED       SCGS
 EC3077
 EC3077                          STATION DESCRIPTION
 EC3077
 EC3077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3077'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTHEAST OF LAMAR.
 EC3077'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3077'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3077'JUNCTION OF U.S. HIGHWAY 401 (LAMAR HIGHWAY) AND STATE HIGHWAY 403
 EC3077'(OATES HIGHWAY), 2.7 MILES (4.3 KM) NORTHEAST OF LAMAR, GO SOUTHEAST
 EC3077'ON HIGHWAY 403 FOR 1.1 MILES (1.8 KM) TO THE STATION NEAR A POWER
 EC3077'POLE IN THE NORTHEAST ANGLE OF A DRIVEWAY LEFT LEADING TO A BRICK
 EC3077'FARM HOUSE NUMBER 5453. STATION IS A CONCRETE POST FLUSH WITH THE
 EC3077'GROUND AND LEVEL WITH THE HIGHWAY, 45.9 FEET (14.0 M) NORTH OF THE
 EC3077'CENTER OF THE HIGHWAY, 24.5 FEET (7.5 M) EAST OF THE CENTER OF THE
 EC3077'DRIVEWAY, 3.6 FEET (1.1 M) SOUTH OF THE POWER POLE NUMBER 11/49 WITH
 EC3077'A TRANSFORMER AND GUY WIRE, 128.9 FEET (39.3 M) SOUTH OF THE SOUTH
 EC3077'CORNER OF THE HOUSE, 24.6 FEET (7.5 M) NORTH NORTHEAST OF THE EAST
 EC3077'END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 3.1
 EC3077'FEET (0.9 M) SOUTH OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4190 ***********************************************************************
 EB4190  DESIGNATION -  16 046
 EB4190  PID         -  EB4190
 EB4190  STATE/COUNTY-  SC/DARLINGTON
 EB4190  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4190
 EB4190                         *CURRENT SURVEY CONTROL
 EB4190  ___________________________________________________________________
 EB4190* NAD 83(1986)-  34 11 12.     (N)    079 59 55.     (W)     SCALED    
 EB4190* NAVD 88     -        49.685  (meters)     163.01   (feet)  ADJUSTED  
 EB4190  ___________________________________________________________________
 EB4190  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EB4190  DYNAMIC HT  -          49.637 (meters)     162.85  (feet)  COMP
 EB4190  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 EB4190
 EB4190  VERT ORDER  -  FIRST     CLASS II
 EB4190
 EB4190.The horizontal coordinates were scaled from a topographic map and have
 EB4190.an estimated accuracy of +/- 6 seconds.
 EB4190
 EB4190.The orthometric height was determined by differential leveling
 EB4190.and adjusted by the National Geodetic Survey in June 1994..
 EB4190
 EB4190.The geoid height was determined by GEOID03.
 EB4190
 EB4190.The dynamic height is computed by dividing the NAVD 88
 EB4190.geopotential number by the normal gravity value computed on the
 EB4190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4190.degrees latitude (g = 980.6199 gals.).
 EB4190
 EB4190.The modeled gravity was interpolated from observed gravity values.
 EB4190
 EB4190;                    North         East    Units  Estimated Accuracy
 EB4190;SPC SC       -   261,420.      701,890.      MT  (+/- 180 meters Scaled)
 EB4190
 EB4190                          SUPERSEDED SURVEY CONTROL
 EB4190
 EB4190.No superseded survey control is available for this station.
 EB4190
 EB4190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT922833(NAD 83)
 EB4190_MARKER: DD = SURVEY DISK
 EB4190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4190_SP_SET: CONCRETE POST
 EB4190_STAMPING: 16 046 1993
 EB4190_MARK LOGO: SCGS  
 EB4190_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4190+STABILITY: SURFACE MOTION
 EB4190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4190+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4190
 EB4190  HISTORY     - Date     Condition        Report By
 EB4190  HISTORY     - 1993     MONUMENTED       SCGS
 EB4190
 EB4190                          STATION DESCRIPTION
 EB4190
 EB4190'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4190'STATION IS LOCATED 4.0 MILES (6.4 KM) EAST NORTHEAST OF LAMAR, 5.1
 EB4190'MILES (8.2 KM) NORTHWEST OF TIMMONSVILLE. OWNERSHIP--RICHARD W.
 EB4190'PLUMBER, 5864 OATES HIGHWAY, TIMMONSVILLE, SC 29161. TO REACH THE
 EB4190'STATION FROM THE JUNCTION OF U.S. HIGHWAY 401 (LAMAR HIGHWAY) AND
 EB4190'STATE HIGHWAY 403 (OATES HIGHWAY), 2.7 MILES (4.3 KM) NORTHEAST OF
 EB4190'LAMAR, GO SOUTHEAST ON HIGHWAY 403 FOR 1.2 MILES (1.9 KM) TO THE
 EB4190'JUNCTION OF STATE ROAD 209, CONTINUE ON HIGHWAY 403 FOR 1.1 MILES
 EB4190'(1.8 KM) TO A DIRT AND GRAVEL PARKING AREA LEFT IN FRONT OF AN OLD
 EB4190'CONCRETE BLOCK BUILDING (MIXONS GROCERY) AND THE STATION NEAR THE
 EB4190'SOUTHEAST CORNER AND IN LINE WITH THE FRONT WALL OF THE BUILDING.
 EB4190'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4190'HIGHWAY, 59.6 FEET (18.2 M) EAST OF THE SOUTHEAST CORNER OF THE
 EB4190'CONCRETE FOUNDATION OF AN UNUSED SIGN BASE IN FRONT OF THE STORE,
 EB4190'72.4 FEET (22.1 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 22.0
 EB4190'FEET (6.7 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 EB4190'BLOCK BUILDING, 70.0 FEET (21.3 M) SOUTH SOUTHWEST OF A SECURITY
 EB4190'LIGHT POLE, 69.3 FEET (21.1 M) NORTH NORTHWEST OF A POWER POLE 11/32
 EB4190'WITH A TRANSFORMER, 45.4 FEET (13.8 M) SOUTH OF THE NORTHEAST CORNER
 EB4190'OF THE CONCRETE BLOCK BUILDING. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4191 ***********************************************************************
 EB4191  DESIGNATION -  16 047
 EB4191  PID         -  EB4191
 EB4191  STATE/COUNTY-  SC/DARLINGTON
 EB4191  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4191
 EB4191                         *CURRENT SURVEY CONTROL
 EB4191  ___________________________________________________________________
 EB4191* NAD 83(1986)-  34 10 44.     (N)    079 59 05.     (W)     SCALED    
 EB4191* NAVD 88     -        47.172  (meters)     154.76   (feet)  ADJUSTED  
 EB4191  ___________________________________________________________________
 EB4191  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EB4191  DYNAMIC HT  -          47.126 (meters)     154.61  (feet)  COMP
 EB4191  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 EB4191
 EB4191  VERT ORDER  -  FIRST     CLASS II
 EB4191
 EB4191.The horizontal coordinates were scaled from a topographic map and have
 EB4191.an estimated accuracy of +/- 6 seconds.
 EB4191
 EB4191.The orthometric height was determined by differential leveling
 EB4191.and adjusted by the National Geodetic Survey in June 1994..
 EB4191
 EB4191.The geoid height was determined by GEOID03.
 EB4191
 EB4191.The dynamic height is computed by dividing the NAVD 88
 EB4191.geopotential number by the normal gravity value computed on the
 EB4191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4191.degrees latitude (g = 980.6199 gals.).
 EB4191
 EB4191.The modeled gravity was interpolated from observed gravity values.
 EB4191
 EB4191;                    North         East    Units  Estimated Accuracy
 EB4191;SPC SC       -   260,570.      703,180.      MT  (+/- 180 meters Scaled)
 EB4191
 EB4191                          SUPERSEDED SURVEY CONTROL
 EB4191
 EB4191.No superseded survey control is available for this station.
 EB4191
 EB4191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT935824(NAD 83)
 EB4191_MARKER: DD = SURVEY DISK
 EB4191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4191_SP_SET: CONCRETE POST
 EB4191_STAMPING: 16 047 1993
 EB4191_MARK LOGO: SCGS  
 EB4191_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4191+STABILITY: SURFACE MOTION
 EB4191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4191+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4191
 EB4191  HISTORY     - Date     Condition        Report By
 EB4191  HISTORY     - 1993     MONUMENTED       SCGS
 EB4191
 EB4191                          STATION DESCRIPTION
 EB4191
 EB4191'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4191'STATION IS LOCATED 4.55 MILES (7.32 KM) EAST OF LAMAR, 4.2 MILES
 EB4191'(6.8 KM) NORTHWEST OF TIMMONSVILLE. OWNERSHIP--GERALD A. JORDAN, 6244
 EB4191'OATES HIGHWAY, TIMMONSVILLE, SC 29161. TO REACH THE STATION FROM THE
 EB4191'JUNCTION OF U.S. HIGHWAY 401 (LAMAR HIGHWAY) AND STATE HIGHWAY 403
 EB4191'(OATES HIGHWAY), 2.7 MILES (4.3 KM) NORTHEAST OF LAMAR, GO SOUTHEAST
 EB4191'ON HIGHWAY 403 FOR 3.3 MILES (5.3 KM) TO THE JUNCTION OF STATE ROAD
 EB4191'974 AND THE STATION NEAR THE SOUTHEAST CORNER OF A BRICK DRIVEWAY
 EB4191'ENTRANCE MARKER AT THE EAST ONE TWO DRIVEWAYS LEADING TO A BRICK
 EB4191'HOUSE NUMBER 6244 IN THE WEST ANGLE OF THE JUNCTION. STATION IS A
 EB4191'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE
 EB4191'HIGHWAY, 86.4 FEET (26.3 M) EAST OF THE EAST CORNER OF THE HOUSE,
 EB4191'39.3 FEET (12.0 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 75.2
 EB4191'FEET (22.9 M) NORTHWEST OF THE CENTER OF THE ROAD, 1.9 FEET (0.6 M)
 EB4191'EAST OF THE SOUTHEAST CORNER OF THE BRICK DRIVEWAY ENTRANCE MARKER,
 EB4191'15.8 FEET (4.8 M) SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 14.3 FEET
 EB4191'(4.4 M) SOUTH SOUTHWEST OF THE EAST END OF A 1.0-FOOT CONCRETE PIPE
 EB4191'CULVERT BENEATH THE DRIVEWAY. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4192 ***********************************************************************
 EB4192  DESIGNATION -  16 048
 EB4192  PID         -  EB4192
 EB4192  STATE/COUNTY-  SC/DARLINGTON
 EB4192  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4192
 EB4192                         *CURRENT SURVEY CONTROL
 EB4192  ___________________________________________________________________
 EB4192* NAD 83(1986)-  34 10 10.     (N)    079 57 59.     (W)     SCALED    
 EB4192* NAVD 88     -        46.246  (meters)     151.73   (feet)  ADJUSTED  
 EB4192  ___________________________________________________________________
 EB4192  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EB4192  DYNAMIC HT  -          46.201 (meters)     151.58  (feet)  COMP
 EB4192  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 EB4192
 EB4192  VERT ORDER  -  FIRST     CLASS II
 EB4192
 EB4192.The horizontal coordinates were scaled from a topographic map and have
 EB4192.an estimated accuracy of +/- 6 seconds.
 EB4192
 EB4192.The orthometric height was determined by differential leveling
 EB4192.and adjusted by the National Geodetic Survey in June 1994..
 EB4192
 EB4192.The geoid height was determined by GEOID03.
 EB4192
 EB4192.The dynamic height is computed by dividing the NAVD 88
 EB4192.geopotential number by the normal gravity value computed on the
 EB4192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4192.degrees latitude (g = 980.6199 gals.).
 EB4192
 EB4192.The modeled gravity was interpolated from observed gravity values.
 EB4192
 EB4192;                    North         East    Units  Estimated Accuracy
 EB4192;SPC SC       -   259,540.      704,880.      MT  (+/- 180 meters Scaled)
 EB4192
 EB4192                          SUPERSEDED SURVEY CONTROL
 EB4192
 EB4192.No superseded survey control is available for this station.
 EB4192
 EB4192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT952814(NAD 83)
 EB4192_MARKER: DD = SURVEY DISK
 EB4192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4192_SP_SET: CONCRETE POST
 EB4192_STAMPING: 16 048 1993
 EB4192_MARK LOGO: SCGS  
 EB4192_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4192+STABILITY: SURFACE MOTION
 EB4192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4192+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4192
 EB4192  HISTORY     - Date     Condition        Report By
 EB4192  HISTORY     - 1993     MONUMENTED       SCGS
 EB4192
 EB4192                          STATION DESCRIPTION
 EB4192
 EB4192'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4192'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTHWEST OF TIMMONSVILLE.
 EB4192'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4192'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4192'JUNCTION OF STATE HIGHWAYS 340 (TIMMONSVILLE HIGHWAY) AND 403 (OATES
 EB4192'HIGHWAY), 2.7 MILES (4.3 KM) NORTHWEST OF TIMMONSVILLE, GO NORTHWEST
 EB4192'ON HIGHWAY 403 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE ROAD
 EB4192'44 (LAKE SWAMP ROAD), CONTINUE ON HIGHWAY 403 FOR 0.05 MILE
 EB4192'(0.08 KM) TO THE STATION ON THE LEFT NEAR THE NORTHEAST END OF A
 EB4192'BRICK SIGN IN FRONT OF THE LAKE SWAMP BAPTIST CHURCH. STATION IS A
 EB4192'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 78.5
 EB4192'FEET (23.9 M) WEST OF THE METAL POST OF A HISTORICAL MARKER ACROSS
 EB4192'THE HIGHWAY AT A CEMETERY, 70.7 FEET (21.5 M) EAST NORTHEAST OF THE
 EB4192'NORTH CORNER OF THE CHURCH, 42.9 FEET (13.1 M) SOUTHWEST OF THE
 EB4192'CENTER OF THE HIGHWAY, 5.9 FEET (1.8 M) NORTHEAST OF THE NORTHEAST
 EB4192'END OF THE BRICK BASE OF THE CHURCH SIGN, 30.6 FEET (9.3 M) SOUTHEAST
 EB4192'OF THE SOUTHEAST EDGE OF THE NORTHWEST ONE OF TWO SIDEWALKS LEADING
 EB4192'TO THE CHURCH, 31.4 FEET (9.6 M) NORTHWEST OF THE NORTHWEST EDGE OF
 EB4192'THE SOUTHEAST ONE OF TWO SIDEWALKS LEADING TO THE CHURCH, 71.9 FEET
 EB4192'(21.9 M) NORTH NORTHEAST OF THE EAST CORNER OF THE CHURCH. DESCRIBED
 EB4192'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4193 ***********************************************************************
 EB4193  DESIGNATION -  16 049
 EB4193  PID         -  EB4193
 EB4193  STATE/COUNTY-  SC/DARLINGTON
 EB4193  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4193
 EB4193                         *CURRENT SURVEY CONTROL
 EB4193  ___________________________________________________________________
 EB4193* NAD 83(2001)-  34 09 30.05322(N)    079 57 12.71939(W)     ADJUSTED  
 EB4193* NAVD 88     -        45.783  (meters)     150.21   (feet)  ADJUSTED  
 EB4193  ___________________________________________________________________
 EB4193  X           -     921,677.049 (meters)                     COMP
 EB4193  Y           -  -5,202,414.792 (meters)                     COMP
 EB4193  Z           -   3,561,002.444 (meters)                     COMP
 EB4193  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 EB4193  ELLIP HEIGHT-          13.85  (meters)          (03/13/03) GPS OBS
 EB4193  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EB4193  DYNAMIC HT  -          45.739 (meters)     150.06  (feet)  COMP
 EB4193  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 EB4193
 EB4193  HORZ ORDER  -  FIRST
 EB4193  VERT ORDER  -  FIRST     CLASS II
 EB4193  ELLP ORDER  -  FOURTH    CLASS II
 EB4193
 EB4193.The horizontal coordinates were established by GPS observations
 EB4193.and adjusted by the National Geodetic Survey in March 2003..
 EB4193
 EB4193.The orthometric height was determined by differential leveling
 EB4193.and adjusted by the National Geodetic Survey in June 1994..
 EB4193
 EB4193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4193
 EB4193.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4193
 EB4193.The ellipsoidal height was determined by GPS observations
 EB4193.and is referenced to NAD 83.
 EB4193
 EB4193.The geoid height was determined by GEOID03.
 EB4193
 EB4193.The dynamic height is computed by dividing the NAVD 88
 EB4193.geopotential number by the normal gravity value computed on the
 EB4193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4193.degrees latitude (g = 980.6199 gals.).
 EB4193
 EB4193.The modeled gravity was interpolated from observed gravity values.
 EB4193
 EB4193;                    North         East     Units Scale Factor Converg.
 EB4193;SPC SC       -   258,324.893   706,079.800   MT  0.99982997   +0 34 48.6
 EB4193;SPC SC       -   847,522.61  2,316,534.78   iFT  0.99982997   +0 34 48.6
 EB4193;UTM  17      - 3,780,208.171   596,461.255   MT  0.99971470   +0 35 15.4
 EB4193
 EB4193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4193!SPC SC       -   0.99999783  x   0.99982997  =   0.99982780
 EB4193!UTM  17      -   0.99999783  x   0.99971470  =   0.99971253
 EB4193
 EB4193                          SUPERSEDED SURVEY CONTROL
 EB4193
 EB4193  NAD 83(1995)-  34 09 30.05326(N)    079 57 12.71934(W) AD(       ) 1
 EB4193  ELLIP H (12/20/99)   13.86   (m)                       GP(       ) 4 1
 EB4193  NAD 83(1986)-  34 09 30.06643(N)    079 57 12.71818(W) AD(       ) 1
 EB4193
 EB4193.Superseded values are not recommended for survey control.
 EB4193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4193.See file dsdata.txt to determine how the superseded data were derived.
 EB4193
 EB4193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9646180208(NAD 83)
 EB4193_MARKER: DD = SURVEY DISK
 EB4193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4193_SP_SET: CONCRETE POST
 EB4193_STAMPING: 16 049 1993
 EB4193_MARK LOGO: SCGS  
 EB4193_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4193+STABILITY: SURFACE MOTION
 EB4193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4193+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4193
 EB4193  HISTORY     - Date     Condition        Report By
 EB4193  HISTORY     - 1993     MONUMENTED       SCGS
 EB4193  HISTORY     - 19961120 GOOD             SCGS
 EB4193
 EB4193                          STATION DESCRIPTION
 EB4193
 EB4193'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4193'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTHWEST OF TIMMONSVILLE.
 EB4193'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4193'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4193'JUNCTION OF STATE HIGHWAYS 340 (TIMMONSVILLE HIGHWAY) AND 403 (OATES
 EB4193'HIGHWAY), 2.7 MILES (4.3 KM) NORTHWEST OF TIMMONSVILLE, GO SOUTHEAST
 EB4193'ON HIGHWAY 403 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD
 EB4193'914 (PINE ROAD) LEFT AND THE STATION ON THE RIGHT NEAR A POWER POLE
 EB4193'IN THE NORTHWEST ANGLE OF A DRIVEWAY RIGHT LEADING TO A CONCRETE
 EB4193'BLOCK HOUSE, 0.05 MILE (0.08 KM) NORTH NORTHWEST OF THE
 EB4193'DARLINGTON/FLORENCE COUNTY LINE. STATION IS A CONCRETE POST FLUSH
 EB4193'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 57.4 FEET (17.5 M) WEST
 EB4193'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.3 FEET (1.0 M) NORTHEAST OF
 EB4193'THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 50.3 FEET
 EB4193'(15.3 M) WEST NORTHWEST OF THE NORTHWEST END OF A 1.5-FOOT CONCRETE
 EB4193'PIPE CULVERT BENEATH THE DRIVEWAY, 143.3 FEET (43.7 M) NORTH
 EB4193'NORTHEAST OF THE NORTH CORNER OF THE CONCRETE BLOCK HOUSE, 80.3 FEET
 EB4193'(24.5 M) NORTHWEST OF A TELEPHONE JUNCTION BOX PED3, 2.8 FEET
 EB4193'(0.9 M) NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4193
 EB4193                          STATION RECOVERY (1996)
 EB4193
 EB4193'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB4193'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4162 ***********************************************************************
 EB4162  DESIGNATION -  16 050
 EB4162  PID         -  EB4162
 EB4162  STATE/COUNTY-  SC/DARLINGTON
 EB4162  USGS QUAD   -  DOVESVILLE (1963)
 EB4162
 EB4162                         *CURRENT SURVEY CONTROL
 EB4162  ___________________________________________________________________
 EB4162* NAD 83(1986)-  34 28 04.     (N)    079 52 29.     (W)     SCALED    
 EB4162* NAVD 88     -        49.330  (meters)     161.84   (feet)  ADJUSTED  
 EB4162  ___________________________________________________________________
 EB4162  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EB4162  DYNAMIC HT  -          49.284 (meters)     161.69  (feet)  COMP
 EB4162  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 EB4162
 EB4162  VERT ORDER  -  FIRST     CLASS II
 EB4162
 EB4162.The horizontal coordinates were scaled from a topographic map and have
 EB4162.an estimated accuracy of +/- 6 seconds.
 EB4162
 EB4162.The orthometric height was determined by differential leveling
 EB4162.and adjusted by the National Geodetic Survey in June 1994..
 EB4162
 EB4162.The geoid height was determined by GEOID03.
 EB4162
 EB4162.The dynamic height is computed by dividing the NAVD 88
 EB4162.geopotential number by the normal gravity value computed on the
 EB4162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4162.degrees latitude (g = 980.6199 gals.).
 EB4162
 EB4162.The modeled gravity was interpolated from observed gravity values.
 EB4162
 EB4162;                    North         East    Units  Estimated Accuracy
 EB4162;SPC SC       -   292,720.      712,970.      MT  (+/- 180 meters Scaled)
 EB4162
 EB4162                          SUPERSEDED SURVEY CONTROL
 EB4162
 EB4162.No superseded survey control is available for this station.
 EB4162
 EB4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU033145(NAD 83)
 EB4162_MARKER: DD = SURVEY DISK
 EB4162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4162_SP_SET: CONCRETE POST
 EB4162_STAMPING: 16 050 1993
 EB4162_MARK LOGO: SCGS  
 EB4162_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4162+STABILITY: SURFACE MOTION
 EB4162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4162+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2001
 EB4162
 EB4162  HISTORY     - Date     Condition        Report By
 EB4162  HISTORY     - 1993     MONUMENTED       SCGS
 EB4162  HISTORY     - 20010217 GOOD             USPSQD
 EB4162
 EB4162                          STATION DESCRIPTION
 EB4162
 EB4162'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4162'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTH SOUTHWEST OF SOCIETY HILL.
 EB4162'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4162'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4162'JUNCTION OF U.S. HIGHWAYS 15 (HARTSVILLE HIGHWAY) AND 52, 401 (NORTH
 EB4162'GOVERNOR WILLIAMS HIGHWAY), 2.1 MILES (3.4 KM) SOUTHWEST OF SOCIETY
 EB4162'HILL, GO SOUTH SOUTHWEST ON HIGHWAYS 52 AND 401 FOR 1.05 MILES
 EB4162'(1.69 KM) TO THE JUNCTION OF STATE ROAD 359 (ROSENWALD STREET),
 EB4162'CONTINUE ON HIGHWAYS 52 AND 401 FOR 0.45 MILE (0.72 KM) TO THE
 EB4162'STATION NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF A DRIVEWAY LEFT
 EB4162'LEADING TO A MOBILE HOME ON A BRICK FOUNDATION. STATION IS A CONCRETE
 EB4162'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 15.9 FEET
 EB4162'(4.8 M) NORTH OF A 0.1 FOOT (3.0 CM) PIPE PROJECTING 1.5 FEET
 EB4162'(0.5 M) (PRESUMED PROPERTY CORNER), 237.6 FEET (72.4 M) WEST
 EB4162'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK FOUNDATION OF THE
 EB4162'MOBILE HOME (NUMBER 5409), 36.3 FEET (11.1 M) EAST OF THE CENTER OF
 EB4162'THE HIGHWAY, 3.3 FEET (1.0 M) EAST OF THE POWER POLE 35S2 WITH GUY
 EB4162'WIRE, 23.1 FEET (7.0 M) NORTH OF A SQUARE CONCRETE POST PROJECTING
 EB4162'3.5 FEET (1.1 M) AND INSCRIBED (M/V), 30.1 FEET (9.2 M) NORTH OF A
 EB4162'FIRE HYDRANT, 14.7 FEET (4.5 M) SOUTHEAST OF THE SOUTH END OF A
 EB4162'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 3.6 FEET
 EB4162'(1.1 M) EAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4162
 EB4162                          STATION RECOVERY (2001)
 EB4162
 EB4162'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4163 ***********************************************************************
 EB4163  DESIGNATION -  16 051
 EB4163  PID         -  EB4163
 EB4163  STATE/COUNTY-  SC/DARLINGTON
 EB4163  USGS QUAD   -  MONT CLARE (1963)
 EB4163
 EB4163                         *CURRENT SURVEY CONTROL
 EB4163  ___________________________________________________________________
 EB4163* NAD 83(1986)-  34 29 22.     (N)    079 52 23.     (W)     SCALED    
 EB4163* NAVD 88     -        51.066  (meters)     167.54   (feet)  ADJUSTED  
 EB4163  ___________________________________________________________________
 EB4163  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EB4163  DYNAMIC HT  -          51.018 (meters)     167.38  (feet)  COMP
 EB4163  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 EB4163
 EB4163  VERT ORDER  -  FIRST     CLASS II
 EB4163
 EB4163.The horizontal coordinates were scaled from a topographic map and have
 EB4163.an estimated accuracy of +/- 6 seconds.
 EB4163
 EB4163.The orthometric height was determined by differential leveling
 EB4163.and adjusted by the National Geodetic Survey in June 1994..
 EB4163
 EB4163.The geoid height was determined by GEOID03.
 EB4163
 EB4163.The dynamic height is computed by dividing the NAVD 88
 EB4163.geopotential number by the normal gravity value computed on the
 EB4163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4163.degrees latitude (g = 980.6199 gals.).
 EB4163
 EB4163.The modeled gravity was interpolated from observed gravity values.
 EB4163
 EB4163;                    North         East    Units  Estimated Accuracy
 EB4163;SPC SC       -   295,120.      713,100.      MT  (+/- 180 meters Scaled)
 EB4163
 EB4163                          SUPERSEDED SURVEY CONTROL
 EB4163
 EB4163.No superseded survey control is available for this station.
 EB4163
 EB4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU034170(NAD 83)
 EB4163_MARKER: DD = SURVEY DISK
 EB4163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4163_SP_SET: CONCRETE POST
 EB4163_STAMPING: 16 051 1993
 EB4163_MARK LOGO: SCGS  
 EB4163_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4163+STABILITY: SURFACE MOTION
 EB4163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4163+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2001
 EB4163
 EB4163  HISTORY     - Date     Condition        Report By
 EB4163  HISTORY     - 1993     MONUMENTED       SCGS
 EB4163  HISTORY     - 20010217 GOOD             USPSQD
 EB4163
 EB4163                          STATION DESCRIPTION
 EB4163
 EB4163'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4163'STATION IS LOCATED NEAR A LARGE METAL SIGN POST FOR AN AMOCO SIGN IN
 EB4163'THE SOUTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAYS 15 (HARTSVILLE
 EB4163'HIGHWAY) AND 52, 401 (NORTH GOVERNOR WILLIAMS HIGHWAY), 2.1 MILES
 EB4163'(3.4 KM) SOUTHWEST OF SOCIETY HILL. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4163'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4163'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4163'LEVEL WITH HIGHWAY 15, 153.1 FEET (46.7 M) NORTHEAST OF THE NORTH
 EB4163'CORNER OF A WOODEN BUILDING (COUNTRY FORK STORE), 44.8 FEET (13.7 M)
 EB4163'SOUTHEAST OF THE CENTER OF HIGHWAY 15, 53.5 FEET (16.3 M) WEST
 EB4163'NORTHWEST OF THE CENTER OF HIGHWAYS 52 AND 401, 12.7 FEET (3.9 M)
 EB4163'NORTHEAST OF THE NORTH CORNER OF THE METAL SIGN POST, 29.9 FEET
 EB4163'(9.1 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE SQUARE METAL
 EB4163'POST OF THE NORTHWEST ONE OF TWO PUBLIC TELEPHONE STANDS, 29.6 FEET
 EB4163'(9.0 M) NORTH OF THE NORTH CORNER OF THE SQUARE METAL POST OF THE
 EB4163'SOUTHEAST ONE OF TWO PUBLIC TELEPHONE STANDS. DESCRIBED BY T. HALL.
 EB4163
 EB4163                          STATION RECOVERY (2001)
 EB4163
 EB4163'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4164 ***********************************************************************
 EB4164  DESIGNATION -  16 052
 EB4164  PID         -  EB4164
 EB4164  STATE/COUNTY-  SC/DARLINGTON
 EB4164  USGS QUAD   -  SOCIETY HILL (1971)
 EB4164
 EB4164                         *CURRENT SURVEY CONTROL
 EB4164  ___________________________________________________________________
 EB4164* NAD 83(1986)-  34 30 05.     (N)    079 51 47.     (W)     SCALED    
 EB4164* NAVD 88     -        34.996  (meters)     114.82   (feet)  ADJUSTED  
 EB4164  ___________________________________________________________________
 EB4164  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EB4164  DYNAMIC HT  -          34.963 (meters)     114.71  (feet)  COMP
 EB4164  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 EB4164
 EB4164  VERT ORDER  -  FIRST     CLASS II
 EB4164
 EB4164.The horizontal coordinates were scaled from a topographic map and have
 EB4164.an estimated accuracy of +/- 6 seconds.
 EB4164
 EB4164.The orthometric height was determined by differential leveling
 EB4164.and adjusted by the National Geodetic Survey in June 1994..
 EB4164
 EB4164.The geoid height was determined by GEOID03.
 EB4164
 EB4164.The dynamic height is computed by dividing the NAVD 88
 EB4164.geopotential number by the normal gravity value computed on the
 EB4164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4164.degrees latitude (g = 980.6199 gals.).
 EB4164
 EB4164.The modeled gravity was interpolated from observed gravity values.
 EB4164
 EB4164;                    North         East    Units  Estimated Accuracy
 EB4164;SPC SC       -   296,460.      714,000.      MT  (+/- 180 meters Scaled)
 EB4164
 EB4164                          SUPERSEDED SURVEY CONTROL
 EB4164
 EB4164.No superseded survey control is available for this station.
 EB4164
 EB4164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU043183(NAD 83)
 EB4164_MARKER: DD = SURVEY DISK
 EB4164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4164_SP_SET: CONCRETE POST
 EB4164_STAMPING: 16 052 1993
 EB4164_MARK LOGO: SCGS  
 EB4164_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4164+STABILITY: SURFACE MOTION
 EB4164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4164+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2001
 EB4164
 EB4164  HISTORY     - Date     Condition        Report By
 EB4164  HISTORY     - 1993     MONUMENTED       SCGS
 EB4164  HISTORY     - 20010217 GOOD             USPSQD
 EB4164
 EB4164                          STATION DESCRIPTION
 EB4164
 EB4164'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4164'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTHWEST OF SOCIETY HILL.
 EB4164'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4164'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4164'JUNCTION OF U.S. HIGHWAYS 15 (HARTSVILLE HIGHWAY) AND 52, 401 (NORTH
 EB4164'GOVERNOR WILLIAMS HIGHWAY), 2.1 MILES (3.4 KM) SOUTHWEST OF SOCIETY
 EB4164'HILL, GO NORTH NORTHEAST ON HIGHWAYS 15, 52 AND 401 FOR 0.75 MILE
 EB4164'(1.21 KM) TO THE JUNCTION OF STATE ROAD 327 (BELLE VUE DRIVE) LEFT,
 EB4164'CONTINUE ON HIGHWAYS 15, 52 AND 401 FOR 0.25 MILE (0.40 KM) TO THE
 EB4164'STATION ON THE LEFT NEAR A POWER POLE IN A GRASSY AREA BETWEEN THE
 EB4164'PARKING AREA FOR JOHNNIES TRUCK STOP AND A SMALL BRICK FACED BUILDING
 EB4164'USED AS THE VICTORY BAPTIST CHURCH. STATION IS A CONCRETE POST FLUSH
 EB4164'WITH THE GROUND AND LEVEL WITH THE HIGHWAYS, 44.7 FEET (13.6 M)
 EB4164'NORTHWEST OF A POWER POLE J47 WITH TWO TRANSFORMERS, 72.2 FEET
 EB4164'(22.0 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.0 FEET (1.2 M)
 EB4164'SOUTH SOUTHEAST OF THE POWER POLE J49/42/1 WITH THREE TRANSFORMERS,
 EB4164'65.4 FEET (19.9 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE CHURCH,
 EB4164'149.5 FEET (45.6 M) EAST NORTHEAST OF THE EAST CORNER OF THE TRUCK
 EB4164'STOP BUILDING, 26.0 FEET (7.9 M) NORTH OF THE NORTH CORNER OF THE
 EB4164'CONCRETE BASE OF A METAL SECURITY LIGHT POLE, 3.5 FEET (1.1 M) SOUTH
 EB4164'SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4164
 EB4164                          STATION RECOVERY (2001)
 EB4164
 EB4164'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4165 ***********************************************************************
 EB4165  DESIGNATION -  16 053
 EB4165  PID         -  EB4165
 EB4165  STATE/COUNTY-  SC/DARLINGTON
 EB4165  USGS QUAD   -  SOCIETY HILL (1971)
 EB4165
 EB4165                         *CURRENT SURVEY CONTROL
 EB4165  ___________________________________________________________________
 EB4165* NAD 83(1986)-  34 30 22.     (N)    079 51 27.     (W)     SCALED    
 EB4165* NAVD 88     -        50.925  (meters)     167.08   (feet)  ADJUSTED  
 EB4165  ___________________________________________________________________
 EB4165  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EB4165  DYNAMIC HT  -          50.877 (meters)     166.92  (feet)  COMP
 EB4165  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 EB4165
 EB4165  VERT ORDER  -  FIRST     CLASS II
 EB4165
 EB4165.The horizontal coordinates were scaled from a topographic map and have
 EB4165.an estimated accuracy of +/- 6 seconds.
 EB4165
 EB4165.The orthometric height was determined by differential leveling
 EB4165.and adjusted by the National Geodetic Survey in June 1994..
 EB4165
 EB4165.The geoid height was determined by GEOID03.
 EB4165
 EB4165.The dynamic height is computed by dividing the NAVD 88
 EB4165.geopotential number by the normal gravity value computed on the
 EB4165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4165.degrees latitude (g = 980.6199 gals.).
 EB4165
 EB4165.The modeled gravity was interpolated from observed gravity values.
 EB4165
 EB4165;                    North         East    Units  Estimated Accuracy
 EB4165;SPC SC       -   296,990.      714,510.      MT  (+/- 180 meters Scaled)
 EB4165
 EB4165                          SUPERSEDED SURVEY CONTROL
 EB4165
 EB4165.No superseded survey control is available for this station.
 EB4165
 EB4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU048188(NAD 83)
 EB4165_MARKER: DD = SURVEY DISK
 EB4165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4165_SP_SET: CONCRETE POST
 EB4165_STAMPING: 16 053 1993
 EB4165_MARK LOGO: SCGS  
 EB4165_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4165+STABILITY: SURFACE MOTION
 EB4165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4165+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2001
 EB4165
 EB4165  HISTORY     - Date     Condition        Report By
 EB4165  HISTORY     - 1993     MONUMENTED       SCGS
 EB4165  HISTORY     - 20010217 GOOD             USPSQD
 EB4165
 EB4165                          STATION DESCRIPTION
 EB4165
 EB4165'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4165'STATION IS LOCATED IN SOCIETY HILL. OWNERSHIP--SAINT DAVIDS ACADEMY
 EB4165'(PUBLIC SCHOOL), 483 SOUTH MAIN STREET, SOCIETY HILL, SC 29593,
 EB4165'PRINCIPAL-DONALD E. MYERS, PHONE 803-378-4451. TO REACH THE STATION
 EB4165'FROM THE JUNCTION OF U.S. HIGHWAYS 52, 15, 401 (NORTH MAIN STREET)
 EB4165'AND STATE ROAD 133 (CHURCH STREET) IN SOCIETY HILL, GO SOUTHWEST ON
 EB4165'HIGHWAYS 15, 52, AND 401 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF
 EB4165'STATE ROAD 62 (PRESSLEY AVENUE), CONTINUE ON HIGHWAYS 15, 52 AND 401
 EB4165'FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT NEAR THE NORTH
 EB4165'CORNER OF A LARGE BRICK SIGN FOR SAINT DAVIDS ACADEMY AND IN FRONT OF
 EB4165'THE SCHOOL. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4165'LEVEL WITH THE HIGHWAYS, 2.4 FEET (0.7 M) NORTH OF THE NORTH CORNER
 EB4165'OF THE BRICK SIGN, 37.2 FEET (11.3 M) SOUTHEAST OF THE SOUTHEAST EDGE
 EB4165'OF THE SIDEWALK OF THE HIGHWAY, 37.9 FEET (11.6 M) EAST SOUTHEAST OF
 EB4165'A METAL POST OF A HISTORICAL MARKER IN FRONT OF THE SCHOOL, 95.3 FEET
 EB4165'(29.0 M) WEST SOUTHWEST OF THE SOUTH CORNER OF AN UNUSED BRICK
 EB4165'BUILDING (FORMER SOCIETY HILL LIBRARY), 68.4 FEET (20.8 M) SOUTH OF A
 EB4165'POWER POLE J29 WITH TWO TRANSFORMERS AND A SECURITY LIGHT. DESCRIBED
 EB4165'BY T. HALL.
 EB4165
 EB4165                          STATION RECOVERY (2001)
 EB4165
 EB4165'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4112 ***********************************************************************
 EB4112  DESIGNATION -  16 054
 EB4112  PID         -  EB4112
 EB4112  STATE/COUNTY-  SC/DARLINGTON
 EB4112  USGS QUAD   -  SOCIETY HILL (1971)
 EB4112
 EB4112                         *CURRENT SURVEY CONTROL
 EB4112  ___________________________________________________________________
 EB4112* NAD 83(1986)-  34 31 05.     (N)    079 50 41.     (W)     SCALED    
 EB4112* NAVD 88     -        28.475  (meters)      93.42   (feet)  ADJUSTED  
 EB4112  ___________________________________________________________________
 EB4112  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EB4112  DYNAMIC HT  -          28.448 (meters)      93.33  (feet)  COMP
 EB4112  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 EB4112
 EB4112  VERT ORDER  -  FIRST     CLASS II
 EB4112
 EB4112.The horizontal coordinates were scaled from a topographic map and have
 EB4112.an estimated accuracy of +/- 6 seconds.
 EB4112
 EB4112.The orthometric height was determined by differential leveling
 EB4112.and adjusted by the National Geodetic Survey in June 1994..
 EB4112
 EB4112.The geoid height was determined by GEOID03.
 EB4112
 EB4112.The dynamic height is computed by dividing the NAVD 88
 EB4112.geopotential number by the normal gravity value computed on the
 EB4112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4112.degrees latitude (g = 980.6199 gals.).
 EB4112
 EB4112.The modeled gravity was interpolated from observed gravity values.
 EB4112
 EB4112;                    North         East    Units  Estimated Accuracy
 EB4112;SPC SC       -   298,330.      715,670.      MT  (+/- 180 meters Scaled)
 EB4112
 EB4112                          SUPERSEDED SURVEY CONTROL
 EB4112
 EB4112.No superseded survey control is available for this station.
 EB4112
 EB4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU060202(NAD 83)
 EB4112_MARKER: DD = SURVEY DISK
 EB4112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4112_SP_SET: CONCRETE POST
 EB4112_STAMPING: 16 054 1993
 EB4112_MARK LOGO: SCGS  
 EB4112_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4112+STABILITY: SURFACE MOTION
 EB4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4112+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2001
 EB4112
 EB4112  HISTORY     - Date     Condition        Report By
 EB4112  HISTORY     - 1993     MONUMENTED       SCGS
 EB4112  HISTORY     - 20010217 GOOD             USPSQD
 EB4112  HISTORY     - 20050318 POOR             USPSQD
 EB4112
 EB4112                          STATION DESCRIPTION
 EB4112
 EB4112'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4112'STATION IS LOCATED IN SOCIETY HILL. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4112'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4112'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4112'52, 15, 401 (NORTH MAIN STREET) AND STATE ROAD 133 (CHURCH STREET) IN
 EB4112'SOCIETY HILL, GO NORTHEAST ON HIGHWAYS 15 AND 401 FOR 0.55 MILE
 EB4112'(0.89 KM) TO THE JUNCTION OF STATE ROAD 464 (RAILROAD AVENUE) AND THE
 EB4112'STATION NEAR A POWER POLE AND AN OLD BUILDING IN THE NORTHWEST ANGLE
 EB4112'OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4112'0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 7.4 FEET (2.3 M) NORTHWEST OF
 EB4112'THE NORTH CORNER OF AN UNUSED CONCRETE SIGN FOOTING, 45.6 FEET
 EB4112'(13.9 M) NORTHWEST OF THE CENTER OF THE HIGHWAYS, 2.0 FEET (0.6 M)
 EB4112'EAST NORTHEAST OF A POWER POLE B62, 44.5 FEET (13.6 M) SOUTHWEST OF
 EB4112'THE SOUTH CORNER OF A BRICK COLUMN OF THE COVERED ENTRY OF THE WOODEN
 EB4112'BUILDING, 1.6 FEET (0.5 M) NORTH OF A WOODEN POST PROJECTING 7 FEET
 EB4112'(2.1 M) WITH A SCGS REFERENCE WASHER ATTACHED, 44.7 FEET (13.6 M)
 EB4112'SOUTHWEST OF THE SOUTH CORNER OF THE WOODEN BUILDING, 2.0 FEET
 EB4112'(0.6 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4112
 EB4112                          STATION RECOVERY (2001)
 EB4112
 EB4112'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4112'STATE ROAD 464 IS E. DEPOT, NOT RAILROAD AVENUE.
 EB4112
 EB4112                          STATION RECOVERY (2005)
 EB4112
 EB4112'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 EB4112'MONUMENT UPROOTED, BROKEN, AND ON ITS SIDE. MARKER MISSING AND
 EB4112'INTENTIONALLY REMOVED FROM MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4166 ***********************************************************************
 EB4166  DESIGNATION -  16 055
 EB4166  PID         -  EB4166
 EB4166  STATE/COUNTY-  SC/DARLINGTON
 EB4166  USGS QUAD   -  SOCIETY HILL (1971)
 EB4166
 EB4166                         *CURRENT SURVEY CONTROL
 EB4166  ___________________________________________________________________
 EB4166* NAD 83(1986)-  34 31 07.     (N)    079 51 07.     (W)     SCALED    
 EB4166* NAVD 88     -        30.570  (meters)     100.30   (feet)  ADJUSTED  
 EB4166  ___________________________________________________________________
 EB4166  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EB4166  DYNAMIC HT  -          30.541 (meters)     100.20  (feet)  COMP
 EB4166  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 EB4166
 EB4166  VERT ORDER  -  FIRST     CLASS II
 EB4166
 EB4166.The horizontal coordinates were scaled from a topographic map and have
 EB4166.an estimated accuracy of +/- 6 seconds.
 EB4166
 EB4166.The orthometric height was determined by differential leveling
 EB4166.and adjusted by the National Geodetic Survey in June 1994..
 EB4166
 EB4166.The geoid height was determined by GEOID03.
 EB4166
 EB4166.The dynamic height is computed by dividing the NAVD 88
 EB4166.geopotential number by the normal gravity value computed on the
 EB4166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4166.degrees latitude (g = 980.6199 gals.).
 EB4166
 EB4166.The modeled gravity was interpolated from observed gravity values.
 EB4166
 EB4166;                    North         East    Units  Estimated Accuracy
 EB4166;SPC SC       -   298,380.      715,000.      MT  (+/- 180 meters Scaled)
 EB4166
 EB4166                          SUPERSEDED SURVEY CONTROL
 EB4166
 EB4166.No superseded survey control is available for this station.
 EB4166
 EB4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU053202(NAD 83)
 EB4166_MARKER: DD = SURVEY DISK
 EB4166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4166_SP_SET: CONCRETE POST
 EB4166_STAMPING: 16 055 1993
 EB4166_MARK LOGO: SCGS  
 EB4166_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4166+STABILITY: SURFACE MOTION
 EB4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4166+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 EB4166
 EB4166  HISTORY     - Date     Condition        Report By
 EB4166  HISTORY     - 1993     MONUMENTED       SCGS
 EB4166  HISTORY     - 20010218 GOOD             USPSQD
 EB4166
 EB4166                          STATION DESCRIPTION
 EB4166
 EB4166'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4166'STATION IS LOCATED IN SOCIETY HILL. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4166'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4166'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4166'52, 15, 401 (NORTH MAIN STREET) AND STATE ROAD 133 (CHURCH STREET) IN
 EB4166'SOCIETY HILL, GO NORTH NORTHEAST ON HIGHWAY 52 FOR 0.4 MILE (0.6 KM)
 EB4166'TO THE JUNCTION OF STATE ROAD 465 (BURLINGTON DRIVE) RIGHT, CONTINUE
 EB4166'ON HIGHWAY 52 (CHERAW HIGHWAY) FOR 0.05 MILE (0.08 KM) TO THE STATION
 EB4166'ON THE LEFT NEAR TWO POWER POLES AND A WOODEN WELCOME TO SOCIETY HILL
 EB4166'SIGN. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EB4166'THE HIGHWAY, 85.5 FEET (26.1 M) NORTH NORTHEAST OF THE NORTHEAST
 EB4166'CORNER OF A CONCRETE BLOCK BUILDING (VIDEO VALLEY), 34.5 FEET
 EB4166'(10.5 M) WEST OF THE CENTER OF THE HIGHWAY, 3.9 FEET (1.2 M) NORTH OF
 EB4166'THE POWER POLE 200/A59 WITH A SECURITY LIGHT AND THREE GUY WIRES,
 EB4166'14.3 FEET (4.4 M) EAST OF THE POWER POLE 200/1/A60 WITH TWO GUY
 EB4166'WIRES, 9.1 FEET (2.8 M) SOUTH OF A WOODEN POST OF THE WELCOME SIGN
 EB4166'WITH A SCGS REFERENCE WASHER ATTACHED, 6.1 FEET (1.9 M) NORTH OF A
 EB4166'TELEPHONE JUNCTION BOX NUMBER 11, 1.4 FEET (0.4 M) NORTH NORTHEAST OF
 EB4166'A WITNESS POST. DESCRIBED BY T. HALL.
 EB4166
 EB4166                          STATION RECOVERY (2001)
 EB4166
 EB4166'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4216 ***********************************************************************
 EB4216  DESIGNATION -  16 056
 EB4216  PID         -  EB4216
 EB4216  STATE/COUNTY-  SC/DARLINGTON
 EB4216  USGS QUAD   -  FLORENCE WEST (1986)
 EB4216
 EB4216                         *CURRENT SURVEY CONTROL
 EB4216  ___________________________________________________________________
 EB4216* NAD 83(1986)-  34 14 51.     (N)    079 49 17.     (W)     SCALED    
 EB4216* NAVD 88     -        34.692  (meters)     113.82   (feet)  ADJUSTED  
 EB4216  ___________________________________________________________________
 EB4216  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EB4216  DYNAMIC HT  -          34.659 (meters)     113.71  (feet)  COMP
 EB4216  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EB4216
 EB4216  VERT ORDER  -  FIRST     CLASS II
 EB4216
 EB4216.The horizontal coordinates were scaled from a topographic map and have
 EB4216.an estimated accuracy of +/- 6 seconds.
 EB4216
 EB4216.The orthometric height was determined by differential leveling
 EB4216.and adjusted by the National Geodetic Survey in June 1994..
 EB4216
 EB4216.The geoid height was determined by GEOID03.
 EB4216
 EB4216.The dynamic height is computed by dividing the NAVD 88
 EB4216.geopotential number by the normal gravity value computed on the
 EB4216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4216.degrees latitude (g = 980.6199 gals.).
 EB4216
 EB4216.The modeled gravity was interpolated from observed gravity values.
 EB4216
 EB4216;                    North         East    Units  Estimated Accuracy
 EB4216;SPC SC       -   268,340.      718,150.      MT  (+/- 180 meters Scaled)
 EB4216
 EB4216                          SUPERSEDED SURVEY CONTROL
 EB4216
 EB4216.No superseded survey control is available for this station.
 EB4216
 EB4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT085902(NAD 83)
 EB4216_MARKER: DD = SURVEY DISK
 EB4216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4216_SP_SET: CONCRETE POST
 EB4216_STAMPING: 16 056 1993
 EB4216_MARK LOGO: SCGS  
 EB4216_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4216+STABILITY: SURFACE MOTION
 EB4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4216+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 EB4216
 EB4216  HISTORY     - Date     Condition        Report By
 EB4216  HISTORY     - 1993     MONUMENTED       SCGS
 EB4216  HISTORY     - 20021123 GOOD             USPSQD
 EB4216  HISTORY     - 20041124 GOOD             USPSQD
 EB4216  HISTORY     - 20060118 GOOD             USPSQD
 EB4216
 EB4216                          STATION DESCRIPTION
 EB4216
 EB4216'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4216'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTHEAST OF DARLINGTON, 4.8
 EB4216'MILES (7.7 KM) NORTHWEST OF FLORENCE. OWNERSHIP--MERITA BREAD
 EB4216'COMPANY, HIGHWAY 52, JOE MARTIN, PHONE 803-393-8895.
 EB4216'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 AND
 EB4216'U.S. HIGHWAY 52, 3.1 MILES (5.0 KM) NORTHWEST OF FLORENCE, GO
 EB4216'NORTHWEST ON HIGHWAY 52 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF
 EB4216'STATE ROAD 1243 (ABERDEEN DRIVE) RIGHT AND THE STATION IN THE NORTH
 EB4216'ANGLE NEAR THE WEST CORNER OF THE MERITA BREAD COMPANY STORE (A
 EB4216'CONCRETE BLOCK BUILDING WITH A BRICK FRONT).
 EB4216'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M)
 EB4216'ABOVE THE HIGHWAY, 2.6 FEET (0.8 M) NORTH OF THE WEST CORNER OF THE
 EB4216'STORE, 3.3 FEET (1.0 M) SOUTHEAST OF A POWER POLE T56 WITH GUY WIRE,
 EB4216'116.5 FEET (35.5 M) NORTHEAST OF THE NORTHWEST BOUND LANES OF THE
 EB4216'HIGHWAY, 74.2 FEET (22.6 M) SOUTH OF THE SOUTH CORNER OF A NEARBY
 EB4216'LOADING DOCK, 3.1 FEET (0.9 M) SOUTHEAST OF A WITNESS POST.
 EB4216'DESCRIBED BY T. HALL.
 EB4216
 EB4216                          STATION RECOVERY (2002)
 EB4216
 EB4216'RECOVERY NOTE BY US POWER SQUADRON 2002 (RFA)
 EB4216'RECOVERED IN GOOD CONDITION.
 EB4216
 EB4216                          STATION RECOVERY (2004)
 EB4216
 EB4216'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4216'RECOVERED IN GOOD CONDITION.
 EB4216
 EB4216                          STATION RECOVERY (2006)
 EB4216
 EB4216'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1499 ***********************************************************************
 DE1499  DESIGNATION -  16 A
 DE1499  PID         -  DE1499
 DE1499  STATE/COUNTY-  SC/BERKELEY
 DE1499  USGS QUAD   -  CROSS (1987)
 DE1499
 DE1499                         *CURRENT SURVEY CONTROL
 DE1499  ___________________________________________________________________
 DE1499* NAD 83(1986)-  33 20 41.     (N)    080 08 33.     (W)     SCALED    
 DE1499* NAVD 88     -        24.976  (meters)      81.94   (feet)  ADJUSTED  
 DE1499  ___________________________________________________________________
 DE1499  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE1499  DYNAMIC HT  -          24.950 (meters)      81.86  (feet)  COMP
 DE1499  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 DE1499
 DE1499  VERT ORDER  -  FIRST     CLASS II
 DE1499
 DE1499.The horizontal coordinates were scaled from a topographic map and have
 DE1499.an estimated accuracy of +/- 6 seconds.
 DE1499
 DE1499.The orthometric height was determined by differential leveling
 DE1499.and adjusted by the National Geodetic Survey in June 1991..
 DE1499
 DE1499.The geoid height was determined by GEOID03.
 DE1499
 DE1499.The dynamic height is computed by dividing the NAVD 88
 DE1499.geopotential number by the normal gravity value computed on the
 DE1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1499.degrees latitude (g = 980.6199 gals.).
 DE1499
 DE1499.The modeled gravity was interpolated from observed gravity values.
 DE1499
 DE1499;                    North         East    Units  Estimated Accuracy
 DE1499;SPC SC       -   167,940.      689,410.      MT  (+/- 180 meters Scaled)
 DE1499
 DE1499                          SUPERSEDED SURVEY CONTROL
 DE1499
 DE1499  NGVD 29 (03/21/89)   25.274  (m)           82.92   (f) ADJUSTED    1 2
 DE1499
 DE1499.Superseded values are not recommended for survey control.
 DE1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1499.See file dsdata.txt to determine how the superseded data were derived.
 DE1499
 DE1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS797898(NAD 83)
 DE1499_MARKER: DB = BENCH MARK DISK
 DE1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1499_SP_SET: CONCRETE POST
 DE1499_STAMPING: 1977 - NO. 16-A
 DE1499_MARK LOGO: SCSC  
 DE1499_PROJECTION: RECESSED 5 CENTIMETERS
 DE1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1499+STABILITY: SURFACE MOTION
 DE1499
 DE1499  HISTORY     - Date     Condition        Report By
 DE1499  HISTORY     - 1977     MONUMENTED       SCSC
 DE1499  HISTORY     - 1985     GOOD             SCGS
 DE1499
 DE1499                          STATION DESCRIPTION
 DE1499
 DE1499'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1499'1.9 KM (1.2 MI) NE FROM CROSS.
 DE1499'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1499'CROSS POST OFFICE, SET NEAR A POWER POLE IN THE NORTH ANGLE OF THE
 DE1499'JUNCTION OF COUNTY ROAD S-8-132, 11.12 METERS (36.48 FEET) NORTHEAST
 DE1499'OF THE CENTERLINE OF THE HIGHWAY, 14.65 METERS (48.16 FEET) NORTHWEST
 DE1499'OF THE CENTERLINE OF THE COUNTY ROAD, 1.35 METERS (4.43 FEET) WEST OF
 DE1499'THE POWER POLE, 5.8 METERS (19.03 FEET) SOUTH-SOUTHEAST OF A LONE
 DE1499'26-INCH PINE TREE, 0.5 METER (1.64 FEET) WEST-SOUTHWEST OF BENCH MARK
 DE1499'8 248 SCGS.
 DE1499'THE MARK IS 0.17 METERS  WSW FROM A WITNESS POST.
 DE1499'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0029 ***********************************************************************
 ED0029  DESIGNATION -  16 DL
 ED0029  PID         -  ED0029
 ED0029  STATE/COUNTY-  SC/GREENVILLE
 ED0029  USGS QUAD   -  MAULDIN (1983)
 ED0029
 ED0029                         *CURRENT SURVEY CONTROL
 ED0029  ___________________________________________________________________
 ED0029* NAD 83(1986)-  34 45 21.     (N)    082 16 07.     (W)     SCALED    
 ED0029* NAVD 88     -       280.15   (+/-2cm)     919.1    (feet)  VERTCON   
 ED0029  ___________________________________________________________________
 ED0029  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 ED0029
 ED0029  VERT ORDER  -  ? (See Below)
 ED0029
 ED0029.The horizontal coordinates were scaled from a topographic map and have
 ED0029.an estimated accuracy of +/- 6 seconds.
 ED0029
 ED0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0029.The vertical order pertains to the NGVD 29 superseded value.
 ED0029
 ED0029.The geoid height was determined by GEOID03.
 ED0029
 ED0029;                    North         East    Units  Estimated Accuracy
 ED0029;SPC SC       -   324,820.      493,450.      MT  (+/- 180 meters Scaled)
 ED0029
 ED0029                          SUPERSEDED SURVEY CONTROL
 ED0029
 ED0029  NGVD 29 (??/??/92)  280.244  (m)          919.43   (f) ADJ UNCH    ?  
 ED0029
 ED0029.Superseded values are not recommended for survey control.
 ED0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0029.See file dsdata.txt to determine how the superseded data were derived.
 ED0029
 ED0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU838466(NAD 83)
 ED0029_MARKER: DD = SURVEY DISK
 ED0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0029_STAMPING: USGS 16 DL 1934
 ED0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0029+STABILITY: SURFACE MOTION
 ED0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0029+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 ED0029
 ED0029  HISTORY     - Date     Condition        Report By
 ED0029  HISTORY     - 1934     MONUMENTED       USGS
 ED0029  HISTORY     - 20000724 MARK NOT FOUND   SCGS
 ED0029
 ED0029                          STATION DESCRIPTION
 ED0029
 ED0029'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 ED0029'1.5 MI N FROM SIMPSONVILLE.
 ED0029'27 FT. EAST OF CENTER-LINE OF C. AND W. C. R.R. TRACK, 25 FT.
 ED0029'NORTH OF ROAD CROSSING, 63 FT. WEST OF CENTERLINE OF U.S.
 ED0029'HIGHWAY 276, 375 FT. NORTHWEST OF HIGHWAY CULVERT.  A STANDARD
 ED0029'DISK, STAMPED USGS 16 DL 1934.
 ED0029
 ED0029                          STATION RECOVERY (2000)
 ED0029
 ED0029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0029'NOT RECOVERED, COULD NOT BE LOCATED USING MEASUREMENTS OR LANDMARKS.
 ED0029'RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3278 ***********************************************************************
 DE3278  DESIGNATION -  16 NE 12
 DE3278  PID         -  DE3278
 DE3278  STATE/COUNTY-  SC/AIKEN
 DE3278  USGS QUAD   -  AIKEN NW (1982)
 DE3278
 DE3278                         *CURRENT SURVEY CONTROL
 DE3278  ___________________________________________________________________
 DE3278* NAD 83(1986)-  33 37 56.     (N)    081 40 40.     (W)     SCALED    
 DE3278* NAVD 88     -       146.561  (meters)     480.84   (feet)  ADJUSTED  
 DE3278  ___________________________________________________________________
 DE3278  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DE3278  DYNAMIC HT  -         146.405 (meters)     480.33  (feet)  COMP
 DE3278  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DE3278
 DE3278  VERT ORDER  -  FIRST     CLASS II
 DE3278
 DE3278.The horizontal coordinates were scaled from a topographic map and have
 DE3278.an estimated accuracy of +/- 6 seconds.
 DE3278
 DE3278.The orthometric height was determined by differential leveling
 DE3278.and adjusted by the National Geodetic Survey in April 1994..
 DE3278
 DE3278.The geoid height was determined by GEOID03.
 DE3278
 DE3278.The dynamic height is computed by dividing the NAVD 88
 DE3278.geopotential number by the normal gravity value computed on the
 DE3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3278.degrees latitude (g = 980.6199 gals.).
 DE3278
 DE3278.The modeled gravity was interpolated from observed gravity values.
 DE3278
 DE3278;                    North         East    Units  Estimated Accuracy
 DE3278;SPC SC       -   199,700.      546,730.      MT  (+/- 180 meters Scaled)
 DE3278
 DE3278                          SUPERSEDED SURVEY CONTROL
 DE3278
 DE3278.No superseded survey control is available for this station.
 DE3278
 DE3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT371215(NAD 83)
 DE3278_MARKER: P = PIPE CAP
 DE3278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3278_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3278_STAMPING: 16 NE 12
 DE3278_MARK LOGO: SC0020
 DE3278_PROJECTION: RECESSED 5 CENTIMETERS
 DE3278_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3278_ROD/PIPE-DEPTH: 0.76 meters
 DE3278
 DE3278  HISTORY     - Date     Condition        Report By
 DE3278  HISTORY     - UNK      MONUMENTED       SC0020
 DE3278  HISTORY     - 19920910 GOOD             SCGS
 DE3278  HISTORY     - 20000724 MARK NOT FOUND   SCGS
 DE3278
 DE3278                          STATION DESCRIPTION
 DE3278
 DE3278'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3278'STATION IS LOCATED 5.75 MILES (9.25 KM) NORTH NORTHEAST OF AIKEN,
 DE3278'OWNERSHIP-- SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3278'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3278'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND
 DE3278'U.S. HIGHWAY 1, 7.8 MILES (12.6 KM) NORTH NORTHEAST OF AIKEN, GO
 DE3278'SOUTH ON HIGHWAY 1 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF STATE
 DE3278'ROAD 26 (REYNOLDS POND ROAD), CONTINUE ON HIGHWAY 1 FOR 0.65 MILE
 DE3278'(1.05 KM) TO THE STATION ON THE RIGHT AND ACROSS THE HIGHWAY FROM A
 DE3278'SINGLE STORY METAL FABIRCATED BUILDING (THE DISABLED AMERICAN
 DE3278'VETERANS ASSEMBLY HALL, CHAPTER 43).
 DE3278'THE STATION IS PIPE MARK WITH CAP RECESSED 0.2 FOOT (6.1 CM) AND LEVEL
 DE3278'WITH THE HIGHWAY, 50.6 FEET (15.4 M) WEST NORTHWEST OF THE CENTER OF
 DE3278'THE HIGHWAY, 109.8 FEET (33.5 M) NORTH OF A POWER POLE NUMBER
 DE3278'90248/404-25--9.2--1.3 WITH ONE GUY WIRE, 81.0 FEET (24.7 M) NORTH OF
 DE3278'THE EXTENDED CENTER OF THE DRIVEWAY TO THE D.A.V. ASSEMBLY HALL, 1.1
 DE3278'FEET (0.3 M) EAST SOUTHEAST OF A WITNESS POST.
 DE3278'RECOVERED BY T. HALL.
 DE3278
 DE3278                          STATION RECOVERY (2000)
 DE3278
 DE3278'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3278'NOT RECOVERED, SEARCHED 20 MINUTES, PULLED TAPE FROM ALL AVAILABLE
 DE3278'MEASUREMENTS, LED TO SOFT SPOT IN HIGHWAY CUT BANK.  RECOVERY BY J.B.
 DE3278'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4142 ***********************************************************************
 AA4142  DESIGNATION -  16 WDK RESET
 AA4142  PID         -  AA4142
 AA4142  STATE/COUNTY-  SC/LANCASTER
 AA4142  USGS QUAD   -  LANCASTER (1969)
 AA4142
 AA4142                         *CURRENT SURVEY CONTROL
 AA4142  ___________________________________________________________________
 AA4142* NAD 83(1986)-  34 43 33.     (N)    080 49 42.     (W)     SCALED    
 AA4142* NAVD 88     -       175.015  (meters)     574.20   (feet)  ADJUSTED  
 AA4142  ___________________________________________________________________
 AA4142  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AA4142  DYNAMIC HT  -         174.850 (meters)     573.65  (feet)  COMP
 AA4142  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 AA4142
 AA4142  VERT ORDER  -  SECOND    CLASS I
 AA4142
 AA4142.The horizontal coordinates were scaled from a topographic map and have
 AA4142.an estimated accuracy of +/- 6 seconds.
 AA4142
 AA4142.The orthometric height was determined by differential leveling
 AA4142.and adjusted by the National Geodetic Survey in September 1998..
 AA4142
 AA4142.The geoid height was determined by GEOID03.
 AA4142
 AA4142.The dynamic height is computed by dividing the NAVD 88
 AA4142.geopotential number by the normal gravity value computed on the
 AA4142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4142.degrees latitude (g = 980.6199 gals.).
 AA4142
 AA4142.The modeled gravity was interpolated from observed gravity values.
 AA4142
 AA4142;                    North         East    Units  Estimated Accuracy
 AA4142;SPC SC       -   320,790.      625,320.      MT  (+/- 180 meters Scaled)
 AA4142
 AA4142                          SUPERSEDED SURVEY CONTROL
 AA4142
 AA4142.No superseded survey control is available for this station.
 AA4142
 AA4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU157426(NAD 83)
 AA4142_MARKER: DD = SURVEY DISK
 AA4142_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA4142_SP_SET: BRIDGE WINGWALL
 AA4142_STAMPING: 575 16 WDK 1964 RESET 1971
 AA4142_MARK LOGO: USGS  
 AA4142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4142+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 AA4142
 AA4142  HISTORY     - Date     Condition        Report By
 AA4142  HISTORY     - 1971     MONUMENTED       USGS
 AA4142  HISTORY     - 19930712 GOOD             SCGS
 AA4142  HISTORY     - 19990324 GOOD             USPSQD
 AA4142
 AA4142                          STATION DESCRIPTION
 AA4142
 AA4142'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4142'STATION IS LOCATED IN THE SOUTH WINGWALL AT THE EAST END OF THE
 AA4142'JUNCTION OVERPASS OF STATE HIGHWAYS 9 BUSINESS AND 9 BY-PASS, 2.25
 AA4142'MILES (3.62 KM) WEST OF LANCASTER. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4142'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4142'STATION IS A DRILL MARK IN THE WINGWALL AND 0.5 FOOT (15.2 CM) ABOVE
 AA4142'HIGHWAY 9 BY-PASS, 27.4 FEET (8.4 M) SOUTH SOUTHEAST OF THE CENTER OF
 AA4142'THE SOUTHBOUND LANES OF THE HIGHWAY 9 BY-PASS, 4.0 FEET (1.2 M) NORTH
 AA4142'NORTHWEST OF THE SOUTHEAST CORNER OF THE WINGWALL, 4.8 FEET (1.5 M)
 AA4142'SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE SOUTH CURB OF THE
 AA4142'BRIDGE, 2.8 FEET (0.9 M) SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED
 AA4142'BY C.E. GEOGHEGAN.
 AA4142
 AA4142                          STATION RECOVERY (1999)
 AA4142
 AA4142'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3354 ***********************************************************************
 DE3354  DESIGNATION -  16 WHC
 DE3354  PID         -  DE3354
 DE3354  STATE/COUNTY-  SC/AIKEN
 DE3354  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3354
 DE3354                         *CURRENT SURVEY CONTROL
 DE3354  ___________________________________________________________________
 DE3354* NAD 83(1986)-  33 27 41.     (N)    081 46 00.     (W)     SCALED    
 DE3354* NAVD 88     -       129.129  (meters)     423.65   (feet)  ADJUSTED  
 DE3354  ___________________________________________________________________
 DE3354  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DE3354  DYNAMIC HT  -         128.989 (meters)     423.19  (feet)  COMP
 DE3354  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 DE3354
 DE3354  VERT ORDER  -  FIRST     CLASS II
 DE3354
 DE3354.The horizontal coordinates were scaled from a topographic map and have
 DE3354.an estimated accuracy of +/- 6 seconds.
 DE3354
 DE3354.The orthometric height was determined by differential leveling
 DE3354.and adjusted by the National Geodetic Survey in April 1994..
 DE3354
 DE3354.The geoid height was determined by GEOID03.
 DE3354
 DE3354.The dynamic height is computed by dividing the NAVD 88
 DE3354.geopotential number by the normal gravity value computed on the
 DE3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3354.degrees latitude (g = 980.6199 gals.).
 DE3354
 DE3354.The modeled gravity was interpolated from observed gravity values.
 DE3354
 DE3354;                    North         East    Units  Estimated Accuracy
 DE3354;SPC SC       -   180,810.      538,340.      MT  (+/- 180 meters Scaled)
 DE3354
 DE3354                          SUPERSEDED SURVEY CONTROL
 DE3354
 DE3354.No superseded survey control is available for this station.
 DE3354
 DE3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT287027(NAD 83)
 DE3354_MARKER: DD = SURVEY DISK
 DE3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3354_SP_SET: CONCRETE POST
 DE3354_STAMPING: 16 WHC 1981
 DE3354_MARK LOGO: USGS  
 DE3354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3354+STABILITY: SURFACE MOTION
 DE3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3354+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2000
 DE3354
 DE3354  HISTORY     - Date     Condition        Report By
 DE3354  HISTORY     - 1961     MONUMENTED       USGS
 DE3354  HISTORY     - 19920921 GOOD             SCGS
 DE3354  HISTORY     - 20001209 GOOD             SCGS
 DE3354
 DE3354                          STATION DESCRIPTION
 DE3354
 DE3354'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3354'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTHWEST OF NEW ELLENTON, 7.2
 DE3354'MILES (11.6 KM) SOUTH SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR
 DE3354'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3354'803-737-1350.
 DE3354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 (WILLISTON
 DE3354'ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD), 6.0 MILES (9.7 KM)
 DE3354'WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR 2.0 MILES
 DE3354'(3.2 KM) TO THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW ROAD),
 DE3354'CONTINUE ON HIGHWAY 302 FOR 2.0 MILES (3.2 KM) TO A DRIVEWAY LEFT TO
 DE3354'THE GOOD HOPE BAPTIST CHURCH AND THE STATION NEAR A TELEPHONE
 DE3354'JUNCTION BOX IN THE NORTHWEST ANGLE OF THE DRIVEWAY, 0.6 MILE
 DE3354'(1.0 KM) SOUTHWEST OF THE JUNCTION OF STATE ROAD 778 (HERNDON DAIRY
 DE3354'ROAD),  A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) AND 0.5 FOOT
 DE3354'(15.2 CM) ABOVE THE HIGHWAY, 34.0 FEET (10.4 M) WEST NORTHWEST OF THE
 DE3354'CENTER OF THE HIGHWAY, 11.2 FEET (3.4 M) EAST OF A POWER POLE NUMBER
 DE3354'18622 WITH A SECURITY LIGHT, 3.7 FEET (1.1 M) EAST OF A WOODEN FENCE
 DE3354'CORNER POST WITH A SCGS REFERENCE WASHER ATTACHED, 1.5 FEET (0.5 M)
 DE3354'EAST OF THE TELEPHONE JUNCTION BOX F/1960, 36.0 FEET (11.0 M) NORTH
 DE3354'NORTHEAST OF THE CENTER OF THE DRIVEWAY, 4.5 FEET (1.4 M) SOUTHWEST
 DE3354'OF A WITNESS POST.
 DE3354'RECOVERED BY T. HALL.
 DE3354
 DE3354                          STATION RECOVERY (2000)
 DE3354
 DE3354'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3354'STATION IS LOCATED 7.3 MILES (11.7 KM) SOUTH SOUTHWEST OF AIKEN, 5.4
 DE3354'MILES (8.7 KM) WEST NORTHWEST OF NEW ELLENTON.  OWNERSHIP--SCDOT,
 DE3354'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3354'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3354'278 AND STATE HIGHWAY 302 (SILVER BLUFF ROAD) , 5.7 MILES (9.2 KM)
 DE3354'NORTH OF JACKSON, GO NORTHEAST ON HIGHWAY 302 FOR 2.0 MILES (3.2 KM)
 DE3354'TO THE JUNCTION OF STATE ROAD 146 (STORM BRANCH ROAD) , CONTINUE ON
 DE3354'HIGHWAY 302 FOR 2.0 MILES (3.2 KM) TO THE STATION ON THE LEFT NEAR A
 DE3354'TELEPHONE JUNCTION BOX IN THE NORTHWEST ANGLE OF A DRIVEWAY LEADING TO
 DE3354'THE GOOD HOPE BAPTIST CHURCH.  STATION IS A CONCRETE POST PROJECTING
 DE3354'0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 34.5 FEET
 DE3354'(10.5 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 1.5 FEET (0.5 M) EAST
 DE3354'OF THE TELEPHONE JUNCTION BOX F/1960, 4.1 FEET (1.2 M) EAST OF A
 DE3354'WOODEN FENCE CORNER POST WITH A SCGS REFERENCE WASHER ATTACHED, 25.4
 DE3354'FEET (7.7 M) NORTH OF THE NORTHEAST END OF A 1.2-FOOT CONCRETE PIPE
 DE3354'CULVERT BENEATH THE DRIVEWAY, 11.1 FEET (3.4 M) EAST OF A SECURITY
 DE3354'LIGHT POLE 18622/353-6-6.7-9.4 WITH GUY WIRE, 19.1 FEET (5.8 M) NORTH
 DE3354'NORTHEAST OF THE NORTHEAST ONE OF TWO METAL GATE POSTS FOR THE
 DE3354'DRIVEWAY, 4.5 FEET (1.4 M) SOUTHWEST OF A WITNESS POST.  RECOVERED BY
 DE3354'J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1309 ***********************************************************************
 ED1309  DESIGNATION -  16 WSM
 ED1309  PID         -  ED1309
 ED1309  STATE/COUNTY-  SC/SPARTANBURG
 ED1309  USGS QUAD   -  WOODRUFF (1983)
 ED1309
 ED1309                         *CURRENT SURVEY CONTROL
 ED1309  ___________________________________________________________________
 ED1309* NAD 83(1986)-  34 44 25.     (N)    082 02 17.     (W)     SCALED    
 ED1309* NAVD 88     -       241.014  (meters)     790.73   (feet)  ADJUSTED  
 ED1309  ___________________________________________________________________
 ED1309  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 ED1309  DYNAMIC HT  -         240.773 (meters)     789.94  (feet)  COMP
 ED1309  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 ED1309
 ED1309  VERT ORDER  -  FIRST     CLASS II
 ED1309
 ED1309.The horizontal coordinates were scaled from a topographic map and have
 ED1309.an estimated accuracy of +/- 6 seconds.
 ED1309
 ED1309.The orthometric height was determined by differential leveling
 ED1309.and adjusted by the National Geodetic Survey in June 1991..
 ED1309
 ED1309.The geoid height was determined by GEOID03.
 ED1309
 ED1309.The dynamic height is computed by dividing the NAVD 88
 ED1309.geopotential number by the normal gravity value computed on the
 ED1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1309.degrees latitude (g = 980.6199 gals.).
 ED1309
 ED1309.The modeled gravity was interpolated from observed gravity values.
 ED1309
 ED1309;                    North         East    Units  Estimated Accuracy
 ED1309;SPC SC       -   322,860.      514,540.      MT  (+/- 180 meters Scaled)
 ED1309
 ED1309                          SUPERSEDED SURVEY CONTROL
 ED1309
 ED1309  NGVD 29 (09/16/91)  241.121  (m)          791.08   (f) ADJUSTED    1 2
 ED1309
 ED1309.Superseded values are not recommended for survey control.
 ED1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1309.See file dsdata.txt to determine how the superseded data were derived.
 ED1309
 ED1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU049447(NAD 83)
 ED1309_MARKER: DD = SURVEY DISK
 ED1309_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ED1309_SP_SET: FOUNDATION WALL
 ED1309_STAMPING: 16 WSM 1955 791
 ED1309_MARK LOGO: USGS  
 ED1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1309+STABILITY: SURFACE MOTION
 ED1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1309+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1988
 ED1309
 ED1309  HISTORY     - Date     Condition        Report By
 ED1309  HISTORY     - 1955     MONUMENTED       USGS
 ED1309  HISTORY     - 19880803 GOOD             SCGS
 ED1309
 ED1309                          STATION DESCRIPTION
 ED1309
 ED1309'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1309'STATION IS LOCATED IN WOODRUFF. OWNERSHIP--U.S. POSTAL SERVICE, MAIN
 ED1309'OFFICE, WOODRUFF, SC 29388. PHONE-803-476-2221.
 ED1309'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 ED1309'HIGHWAY 101 IN WOODRUFF, GO NORTHWEST ON HIGHWAY 221 (MAIN STREET) FOR
 ED1309'0.05 MI TO THE MARK ON THE LEFT, IN THE LEDGE OF THE POST OFFICE
 ED1309'BUILDING, TO THE LEFT OF THE MAIN ENTRANCE.
 ED1309'STATION IS DRILL MARK IN THE LEDGE OF THE WALL, 1.9 FT ABOVE OF THE
 ED1309'GROUND, 22.1 FT NORTHWEST OF THE EAST CORNER OF THE BUILDING,
 ED1309'35.8 FT WEST NORTHWEST OF THE FLAGPOLE, 38.0 FT SOUTHEAST OF THE
 ED1309'NORTH CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8546 ***********************************************************************
 DE8546  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8546  DESIGNATION -  16190 A
 DE8546  PID         -  DE8546
 DE8546  STATE/COUNTY-  SC/AIKEN
 DE8546  USGS QUAD   -  NORTH AUGUSTA (1980)
 DE8546
 DE8546                         *CURRENT SURVEY CONTROL
 DE8546  ___________________________________________________________________
 DE8546* NAD 83(2001)-  33 34 45.07554(N)    081 56 23.13741(W)     ADJUSTED  
 DE8546* NAVD 88     -       158.49   (meters)     520.0    (feet)  GPS OBS   
 DE8546  ___________________________________________________________________
 DE8546  X           -     745,844.588 (meters)                     COMP
 DE8546  Y           -  -5,266,775.314 (meters)                     COMP
 DE8546  Z           -   3,507,726.027 (meters)                     COMP
 DE8546  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 DE8546  ELLIP HEIGHT-         128.46  (meters)          (03/13/03) GPS OBS
 DE8546  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DE8546
 DE8546  HORZ ORDER  -  FIRST
 DE8546  ELLP ORDER  -  FOURTH    CLASS II
 DE8546
 DE8546.The horizontal coordinates were established by GPS observations
 DE8546.and adjusted by the National Geodetic Survey in March 2003..
 DE8546
 DE8546.The orthometric height was determined by GPS observations and a
 DE8546.high-resolution geoid model using precise GPS observation and
 DE8546.processing techniques.
 DE8546
 DE8546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8546
 DE8546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8546
 DE8546.The ellipsoidal height was determined by GPS observations
 DE8546.and is referenced to NAD 83.
 DE8546
 DE8546.The geoid height was determined by GEOID03.
 DE8546
 DE8546;                    North         East     Units Scale Factor Converg.
 DE8546;SPC SC       -   194,005.115   522,373.765   MT  0.99979489   -0 31 15.6
 DE8546;SPC SC       -   636,499.72  1,713,824.69   iFT  0.99979489   -0 31 15.6
 DE8546;UTM  17      - 3,715,894.336   412,788.036   MT  0.99969377   -0 31 11.3
 DE8546
 DE8546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8546!SPC SC       -   0.99997983  x   0.99979489  =   0.99977473
 DE8546!UTM  17      -   0.99997983  x   0.99969377  =   0.99967361
 DE8546
 DE8546                          SUPERSEDED SURVEY CONTROL
 DE8546
 DE8546  NAD 83(1995)-  33 34 45.07544(N)    081 56 23.13710(W) AD(       ) 1
 DE8546  NAD 83(1986)-  33 34 45.08099(N)    081 56 23.13047(W) AD(       ) 1
 DE8546  ELLIP H (11/18/02)  128.50   (m)                       GP(       ) 4 2
 DE8546
 DE8546.Superseded values are not recommended for survey control.
 DE8546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8546.See file dsdata.txt to determine how the superseded data were derived.
 DE8546
 DE8546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1278815894(NAD 83)
 DE8546_MARKER: DD = SURVEY DISK
 DE8546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8546_STAMPING: 16190 A 1994
 DE8546_MARK LOGO: SCDOT 
 DE8546_PROJECTION: FLUSH
 DE8546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8546+STABILITY: SURFACE MOTION
 DE8546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8546+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 DE8546
 DE8546  HISTORY     - Date     Condition        Report By
 DE8546  HISTORY     - 1994     MONUMENTED       SCDOT
 DE8546  HISTORY     - 20001220 GOOD             SCGS
 DE8546  HISTORY     - 20031006 GOOD             USPSQD
 DE8546  HISTORY     - 20041116 GOOD             SCGS
 DE8546
 DE8546                          STATION DESCRIPTION
 DE8546
 DE8546'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8546'STATION IS LOCATED 5.6 MILES (9.0 KM) NORTH NORTHEAST OF NORTH
 DE8546'AUGUSTA, 12.8 MILES (20.6 KM) WEST OF AIKEN.  OWNERSHIP--SCDOT,
 DE8546'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE8546'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE8546'INTERSTATE 20 (EXIT 5) , STATE HIGHWAY 121 AND U.S.  HIGHWAY 25
 DE8546'(EDGEFIELD ROAD) , 4.1 MILES (6.6 KM) NORTHEAST OF NORTH AUGUSTA, GO
 DE8546'NORTH ON HIGHWAYS 25 AND 121 FOR 1.0 MILE (1.6 KM) TO THE STATION ON
 DE8546'THE LEFT IN THE SOUTHWEST ANGLE OF A PAVED ROAD LEFT (PENN STREET) .
 DE8546'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 DE8546'CM) ABOVE THE HIGHWAY, 25.1 FEET (7.7 M) WEST OF THE CENTER OF THE
 DE8546'SOUTHBOUND LANES OF THE HIGHWAY, 38.2 FEET (11.6 M) SOUTH OF THE
 DE8546'CENTER OF THE STREET, 11.7 FEET (3.6 M) EAST SOUTHEAST OF THE
 DE8546'SOUTHEAST CORNER OF A GRANITE FENCE PILLAR, 28.8 FEET (8.8 M) EAST
 DE8546'SOUTHEAST OF A POWER POLE NUMBER 251160 WITH SECURITY LIGHT AND THREE
 DE8546'GUY WIRES, 16.8 FEET (5.1 M) SOUTH SOUTHEAST OF A WITNESS POST.
 DE8546'RECOVERED BY R.P.  MCKEOWN.
 DE8546
 DE8546                          STATION RECOVERY (2003)
 DE8546
 DE8546'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE8546'RECOVERED IN GOOD CONDITION.
 DE8546
 DE8546                          STATION RECOVERY (2004)
 DE8546
 DE8546'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE8546'STATION IS LOCATED 5.6 MILES NORTH NORTHEAST OF NORTH AUGUSTA, 12.8
 DE8546'MILES WEST OF AIKEN.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DE8546'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE
 DE8546'STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 5), U.S.
 DE8546'HIGHWAY  25  AND STATE HIGHWAY 121, 4.1 MILES NORTHEAST OF NORTH
 DE8546'AUGUSTA, GO NORTH NORTHWEST  ON HIGHWAYS 25 AND 121 FOR 1.0 MILE TO
 DE8546'THE STATION ON THE LEFT NEAR A GRANITE FENCE  PILLAR IN THE SOUTHWEST
 DE8546'ANGLE OF A PAVED ROAD (PENN STREET). STATION IS A CONCRETE POST FLUSH
 DE8546'WITH THE GROUND AND 0.5 FOOT ABOVE THE  HIGHWAY, 25.0 FEET WEST OF THE
 DE8546'CENTER OF THE SOUTH BOUND LANES OF THE  HIGHWAY, 38.0 FEET SOUTH OF
 DE8546'THE CENTER OF PENN STREET, 11.7 FEET EAST  SOUTHEAST OF THE SOUTHEAST
 DE8546'CORNER OF THE PILLAR, 29.0 FEET EAST SOUTHEAST OF  A POWER POLE NUMBER
 DE8546'251160 WITH A SECURITY LIGHT AND THREE GUY WIRES, 16.9  FEET SOUTH
 DE8546'SOUTHEAST OF A WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8547 ***********************************************************************
 DE8547  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8547  DESIGNATION -  16190 C
 DE8547  PID         -  DE8547
 DE8547  STATE/COUNTY-  SC/AIKEN
 DE8547  USGS QUAD   -  NORTH AUGUSTA (1980)
 DE8547
 DE8547                         *CURRENT SURVEY CONTROL
 DE8547  ___________________________________________________________________
 DE8547* NAD 83(2001)-  33 33 23.77038(N)    081 55 57.98394(W)     ADJUSTED  
 DE8547* NAVD 88     -       154.03   (meters)     505.3    (feet)  GPS OBS   
 DE8547  ___________________________________________________________________
 DE8547  X           -     746,680.703 (meters)                     COMP
 DE8547  Y           -  -5,268,051.995 (meters)                     COMP
 DE8547  Z           -   3,505,636.269 (meters)                     COMP
 DE8547  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 DE8547  ELLIP HEIGHT-         123.96  (meters)          (03/13/03) GPS OBS
 DE8547  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DE8547
 DE8547  HORZ ORDER  -  FIRST
 DE8547  ELLP ORDER  -  FOURTH    CLASS II
 DE8547
 DE8547.The horizontal coordinates were established by GPS observations
 DE8547.and adjusted by the National Geodetic Survey in March 2003..
 DE8547
 DE8547.The orthometric height was determined by GPS observations and a
 DE8547.high-resolution geoid model using precise GPS observation and
 DE8547.processing techniques.
 DE8547
 DE8547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8547
 DE8547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8547
 DE8547.The ellipsoidal height was determined by GPS observations
 DE8547.and is referenced to NAD 83.
 DE8547
 DE8547.The geoid height was determined by GEOID03.
 DE8547
 DE8547;                    North         East     Units Scale Factor Converg.
 DE8547;SPC SC       -   191,494.875   522,999.666   MT  0.99979558   -0 31 01.7
 DE8547;SPC SC       -   628,264.03  1,715,878.17   iFT  0.99979558   -0 31 01.7
 DE8547;UTM  17      - 3,713,384.367   413,413.932   MT  0.99969243   -0 30 56.3
 DE8547
 DE8547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8547!SPC SC       -   0.99998054  x   0.99979558  =   0.99977612
 DE8547!UTM  17      -   0.99998054  x   0.99969243  =   0.99967298
 DE8547
 DE8547:                Primary Azimuth Mark                     Grid Az
 DE8547:SPC SC       -  16190 D                                  074 10 19.9
 DE8547:UTM  17      -  16190 D                                  074 10 14.5
 DE8547
 DE8547|---------------------------------------------------------------------|
 DE8547| PID    Reference Object                     Distance      Geod. Az  |
 DE8547|                                                           dddmmss.s |
 DE8547| DE8548 16190 D                             428.985 METERS 0733918.2 |
 DE8547|---------------------------------------------------------------------|
 DE8547
 DE8547                          SUPERSEDED SURVEY CONTROL
 DE8547
 DE8547  NAD 83(1986)-  33 33 23.77665(N)    081 55 57.97703(W) AD(       ) 1
 DE8547  NAD 83(1995)-  33 33 23.77038(N)    081 55 57.98350(W) AD(       ) 1
 DE8547  ELLIP H (11/18/02)  124.01   (m)                       GP(       ) 4 2
 DE8547
 DE8547.Superseded values are not recommended for survey control.
 DE8547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8547.See file dsdata.txt to determine how the superseded data were derived.
 DE8547
 DE8547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1341413384(NAD 83)
 DE8547_MARKER: DD = SURVEY DISK
 DE8547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8547_STAMPING: 16190 C 1994
 DE8547_MARK LOGO: SCDOT 
 DE8547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8547+STABILITY: SURFACE MOTION
 DE8547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8547+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2006
 DE8547
 DE8547  HISTORY     - Date     Condition        Report By
 DE8547  HISTORY     - 1994     MONUMENTED       SCDOT
 DE8547  HISTORY     - 20001220 GOOD             SCGS
 DE8547  HISTORY     - 20031103 GOOD             USPSQD
 DE8547  HISTORY     - 20060814 GOOD             NEWBY
 DE8547
 DE8547                          STATION DESCRIPTION
 DE8547
 DE8547'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8547'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTHEAST OF NORTH AUGUSTA, 12.3
 DE8547'MILES (19.8 KM) WEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE8547'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE8547'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE8547'INTERSTATE 20 (EXIT 5) , STATE HIGHWAY 121 AND U.S.  HIGHWAY 25
 DE8547'(EDGEFIELD ROAD) , 4.1 MILES (6.6 KM) NORTHEAST OF NORTH AUGUSTA, GO
 DE8547'SOUTH ON HIGHWAYS 25 AND 121 FOR 0.65 MILE (1.05 KM) TO THE STATION ON
 DE8547'THE LEFT NEAR A TRAFFIC LIGHT SUPPORT POLE IN THE NORTHEAST ANGLE OF
 DE8547'THE JUNCTION OF STATE ROAD 33 (ASCUAGA LAKE ROAD) .  STATION IS A
 DE8547'CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 1.5 FEET (0.5 M) BELOW
 DE8547'THE HIGHWAY, 45.5 FEET (13.9 M) EAST OF THE CENTER OF THE NORTHBOUND
 DE8547'LANES OF THE HIGHWAY, 36.5 FEET (11.1 M) NORTH OF THE CENTER OF THE
 DE8547'ROAD, 5.9 FEET (1.8 M) EAST SOUTHEAST OF A POWER POLE NUMBER 329563
 DE8547'WITH GUY WIRE, 29.9 FEET (9.1 M) SOUTH SOUTHWEST OF THE SOUTHWEST
 DE8547'CORNER OF A METAL LEG OF A SIGN (BRYANTS FOOD STORE) , 5.7 FEET (1.7
 DE8547'M) EAST SOUTHEAST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE
 DE8547'WITH SURVEY STATION 16190 D.  RECOVERED BY R.P. MCKEOWN.
 DE8547
 DE8547                          STATION RECOVERY (2003)
 DE8547
 DE8547'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE8547'WITNESS POST IS MISSING. NAME IS NOW PHILLIPS 66 STATION.
 DE8547
 DE8547                          STATION RECOVERY (2006)
 DE8547
 DE8547'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2006 (RDP)
 DE8547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8548 ***********************************************************************
 DE8548  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8548  DESIGNATION -  16190 D
 DE8548  PID         -  DE8548
 DE8548  STATE/COUNTY-  SC/AIKEN
 DE8548  USGS QUAD   -  NORTH AUGUSTA (1980)
 DE8548
 DE8548                         *CURRENT SURVEY CONTROL
 DE8548  ___________________________________________________________________
 DE8548* NAD 83(2001)-  33 33 27.68851(N)    081 55 42.02532(W)     ADJUSTED  
 DE8548* NAVD 88     -       153.09   (meters)     502.3    (feet)  GPS OBS   
 DE8548  ___________________________________________________________________
 DE8548  X           -     747,078.807 (meters)                     COMP
 DE8548  Y           -  -5,267,927.357 (meters)                     COMP
 DE8548  Z           -   3,505,736.343 (meters)                     COMP
 DE8548  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 DE8548  ELLIP HEIGHT-         123.01  (meters)          (03/13/03) GPS OBS
 DE8548  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DE8548
 DE8548  HORZ ORDER  -  FIRST
 DE8548  ELLP ORDER  -  FOURTH    CLASS II
 DE8548
 DE8548.The horizontal coordinates were established by GPS observations
 DE8548.and adjusted by the National Geodetic Survey in March 2003..
 DE8548
 DE8548.The orthometric height was determined by GPS observations and a
 DE8548.high-resolution geoid model using precise GPS observation and
 DE8548.processing techniques.
 DE8548
 DE8548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8548
 DE8548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8548
 DE8548.The ellipsoidal height was determined by GPS observations
 DE8548.and is referenced to NAD 83.
 DE8548
 DE8548.The geoid height was determined by GEOID03.
 DE8548
 DE8548;                    North         East     Units Scale Factor Converg.
 DE8548;SPC SC       -   191,611.855   523,412.302   MT  0.99979555   -0 30 52.8
 DE8548;SPC SC       -   628,647.82  1,717,231.96   iFT  0.99979555   -0 30 52.8
 DE8548;UTM  17      - 3,713,501.346   413,826.522   MT  0.99969155   -0 30 47.5
 DE8548
 DE8548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8548!SPC SC       -   0.99998069  x   0.99979555  =   0.99977624
 DE8548!UTM  17      -   0.99998069  x   0.99969155  =   0.99967224
 DE8548
 DE8548:                Primary Azimuth Mark                     Grid Az
 DE8548:SPC SC       -  16190 C                                  254 10 19.9
 DE8548:UTM  17      -  16190 C                                  254 10 14.6
 DE8548
 DE8548|---------------------------------------------------------------------|
 DE8548| PID    Reference Object                     Distance      Geod. Az  |
 DE8548|                                                           dddmmss.s |
 DE8548| DE8547 16190 C                             428.985 METERS 2533927.1 |
 DE8548|---------------------------------------------------------------------|
 DE8548
 DE8548                          SUPERSEDED SURVEY CONTROL
 DE8548
 DE8548  NAD 83(1986)-  33 33 27.69496(N)    081 55 42.01848(W) AD(       ) 1
 DE8548  NAD 83(1995)-  33 33 27.68862(N)    081 55 42.02487(W) AD(       ) 1
 DE8548  ELLIP H (11/18/02)  123.06   (m)                       GP(       ) 4 2
 DE8548
 DE8548.Superseded values are not recommended for survey control.
 DE8548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8548.See file dsdata.txt to determine how the superseded data were derived.
 DE8548
 DE8548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1382713501(NAD 83)
 DE8548_MARKER: DD = SURVEY DISK
 DE8548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8548_STAMPING: 16190 D 1994
 DE8548_MARK LOGO: SCDOT 
 DE8548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8548+STABILITY: SURFACE MOTION
 DE8548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8548+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DE8548
 DE8548  HISTORY     - Date     Condition        Report By
 DE8548  HISTORY     - 1994     MONUMENTED       SCDOT
 DE8548  HISTORY     - 20001220 GOOD             SCGS
 DE8548  HISTORY     - 20031103 GOOD             USPSQD
 DE8548
 DE8548                          STATION DESCRIPTION
 DE8548
 DE8548'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8548'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTH NORTHEAST OF NORTH
 DE8548'AUGUSTA, 12.0 MILES (19.3 KM) WEST OF AIKEN.  OWNERSHIP--SCDOT,
 DE8548'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE8548'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE8548'INTERSTATE 20 (EXIT 5) , STATE HIGHWAY 121 AND U.S.  HIGHWAY 25
 DE8548'(EDGEFIELD ROAD) , 4.1 MILES (6.6 KM) NORTHEAST OF NORTH AUGUSTA, GO
 DE8548'SOUTH ON HIGHWAYS 25 AND 121 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION
 DE8548'OF STATE ROAD 33 (ASCUAGA LAKE ROAD) , TURN LEFT ON ROAD 33 FOR 0.25
 DE8548'MILE (0.40 KM) TO THE STATION ON THE RIGHT IN THE ROAD SHOULDER.
 DE8548'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE8548'ROAD, 24.4 FEET (7.4 M) SOUTH OF THE CENTER OF THE ROAD, 83.3 FEET
 DE8548'(25.4 M) WEST OF A POWER POLE C31493/4 WITH GUY WIRE AND A
 DE8548'TRANSFORMER, 81.7 FEET (24.9 M) WEST OF A TELEPHONE JUNCTION BOX
 DE8548'NUMBER 5, 79.0 FEET (24.1 M) EAST OF THE CENTER OF A MANHOLE COVER,
 DE8548'135.2 FEET (41.2 M) EAST NORTHEAST OF A POWER POLE WITH A SCGS
 DE8548'REFERENCE WASHER ATTACHED, 1.6 FEET (0.5 M) NORTH OF A WITNESS POST.
 DE8548'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 16190 C.  RECOVERED
 DE8548'BY R.P.  MCKEOWN.
 DE8548
 DE8548                          STATION RECOVERY (2003)
 DE8548
 DE8548'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE8548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8550 ***********************************************************************
 DE8550  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8550  DESIGNATION -  16190 G
 DE8550  PID         -  DE8550
 DE8550  STATE/COUNTY-  SC/AIKEN
 DE8550  USGS QUAD   -  AUGUSTA EAST (1981)
 DE8550
 DE8550                         *CURRENT SURVEY CONTROL
 DE8550  ___________________________________________________________________
 DE8550* NAD 83(2001)-  33 29 16.18094(N)    081 55 32.39819(W)     ADJUSTED  
 DE8550* NAVD 88     -        90.20   (meters)     295.9    (feet)  GPS OBS   
 DE8550  ___________________________________________________________________
 DE8550  X           -     747,918.391 (meters)                     COMP
 DE8550  Y           -  -5,272,077.557 (meters)                     COMP
 DE8550  Z           -   3,499,241.564 (meters)                     COMP
 DE8550  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 DE8550  ELLIP HEIGHT-          60.04  (meters)          (03/13/03) GPS OBS
 DE8550  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DE8550
 DE8550  HORZ ORDER  -  FIRST
 DE8550  ELLP ORDER  -  FOURTH    CLASS II
 DE8550
 DE8550.The horizontal coordinates were established by GPS observations
 DE8550.and adjusted by the National Geodetic Survey in March 2003..
 DE8550
 DE8550.The orthometric height was determined by GPS observations and a
 DE8550.high-resolution geoid model using precise GPS observation and
 DE8550.processing techniques.
 DE8550
 DE8550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8550
 DE8550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8550
 DE8550.The ellipsoidal height was determined by GPS observations
 DE8550.and is referenced to NAD 83.
 DE8550
 DE8550.The geoid height was determined by GEOID03.
 DE8550
 DE8550;                    North         East     Units Scale Factor Converg.
 DE8550;SPC SC       -   183,862.718   523,591.181   MT  0.99979865   -0 30 47.5
 DE8550;SPC SC       -   603,224.14  1,717,818.84   iFT  0.99979865   -0 30 47.5
 DE8550;UTM  17      - 3,705,753.033   414,005.645   MT  0.99969117   -0 30 38.8
 DE8550
 DE8550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8550!SPC SC       -   0.99999057  x   0.99979865  =   0.99978923
 DE8550!UTM  17      -   0.99999057  x   0.99969117  =   0.99968175
 DE8550
 DE8550:                Primary Azimuth Mark                     Grid Az
 DE8550:SPC SC       -  16190 H                                  252 06 57.1
 DE8550:UTM  17      -  16190 H                                  252 06 48.4
 DE8550
 DE8550|---------------------------------------------------------------------|
 DE8550| PID    Reference Object                     Distance      Geod. Az  |
 DE8550|                                                           dddmmss.s |
 DE8550| DE8551 16190 H                             471.388 METERS 2513609.6 |
 DE8550|---------------------------------------------------------------------|
 DE8550
 DE8550                          SUPERSEDED SURVEY CONTROL
 DE8550
 DE8550  NAD 83(1986)-  33 29 16.18679(N)    081 55 32.39179(W) AD(       ) 1
 DE8550  NAD 83(1995)-  33 29 16.18186(N)    081 55 32.39750(W) AD(       ) 1
 DE8550  ELLIP H (11/18/02)   60.10   (m)                       GP(       ) 4 2
 DE8550
 DE8550.Superseded values are not recommended for survey control.
 DE8550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8550.See file dsdata.txt to determine how the superseded data were derived.
 DE8550
 DE8550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1400605753(NAD 83)
 DE8550_MARKER: DD = SURVEY DISK
 DE8550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8550_STAMPING: 16190 G 1994
 DE8550_MARK LOGO: SCDOT 
 DE8550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8550+STABILITY: SURFACE MOTION
 DE8550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8550+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 DE8550
 DE8550  HISTORY     - Date     Condition        Report By
 DE8550  HISTORY     - 1994     MONUMENTED       SCDOT
 DE8550  HISTORY     - 20001220 GOOD             SCGS
 DE8550  HISTORY     - 20031013 GOOD             USPSQD
 DE8550
 DE8550                          STATION DESCRIPTION
 DE8550
 DE8550'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8550'STATION IS LOCATED 2.4 MILES (3.9 KM) EAST SOUTHEAST OF NORTH AUGUSTA,
 DE8550'12.9 MILES (20.8 KM) WEST SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT,
 DE8550'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE8550'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DE8550'HIGHWAYS 1/78 (JEFFERSON DAVIS HIGHWAY) , U.S.  HIGHWAY 278 (ATOMIC
 DE8550'ROAD) AND STATE HIGHWAY 125 (ATOMIC ROAD) , 2.7 MILES (4.3 KM) EAST
 DE8550'SOUTHEAST OF NORTH AUGUSTA, GO WEST SOUTHWEST ON HIGHWAYS 1 AND 78 FOR
 DE8550'0.25 MILE (0.40 KM) TO STATION ON THE RIGHT NEAR A TRAFFIC LIGHT
 DE8550'SUPPORT POLE.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM)
 DE8550'AND LEVEL WITH THE HIGHWAY, 39.5 FEET (12.0 M) NORTH OF THE CENTER OF
 DE8550'THE WESTBOUND LANES OF THE HIGHWAY, 22.0 FEET (6.7 M) WEST OF THE
 DE8550'TRAFFIC SUPPORT POLE WITH TWO GUY WIRES, SWITCH BOX AND A METER, 43.9
 DE8550'FEET (13.4 M) EAST SOUTHEAST OF A POWER POLE NUMBER 162933 WITH FOUR
 DE8550'GUY WIRES, 49.4 FEET (15.1 M) EAST NORTHEAST OF THE EAST END OF A
 DE8550'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ENTRANCE TO A CONVENIENCE
 DE8550'STORE, 23.5 FEET (7.2 M) EAST OF THE EXTENDED CENTER OF STATE ROAD
 DE8550'1753 (REVCO DRIVE) , 22.3 FEET (6.8 M) WEST OF A WITNESS POST.
 DE8550'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 16190 H.  RECOVERED
 DE8550'BY R.P.  MCKEOWN.
 DE8550
 DE8550                          STATION RECOVERY (2003)
 DE8550
 DE8550'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE8550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8551 ***********************************************************************
 DE8551  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8551  DESIGNATION -  16190 H
 DE8551  PID         -  DE8551
 DE8551  STATE/COUNTY-  SC/AIKEN
 DE8551  USGS QUAD   -  AUGUSTA EAST (1981)
 DE8551
 DE8551                         *CURRENT SURVEY CONTROL
 DE8551  ___________________________________________________________________
 DE8551* NAD 83(2001)-  33 29 11.35178(N)    081 55 49.72460(W)     ADJUSTED  
 DE8551* NAVD 88     -        97.50   (meters)     319.9    (feet)  GPS OBS   
 DE8551  ___________________________________________________________________
 DE8551  X           -     747,487.909 (meters)                     COMP
 DE8551  Y           -  -5,272,227.679 (meters)                     COMP
 DE8551  Z           -   3,499,121.510 (meters)                     COMP
 DE8551  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 DE8551  ELLIP HEIGHT-          67.35  (meters)          (03/13/03) GPS OBS
 DE8551  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DE8551
 DE8551  HORZ ORDER  -  FIRST
 DE8551  ELLP ORDER  -  FOURTH    CLASS II
 DE8551
 DE8551.The horizontal coordinates were established by GPS observations
 DE8551.and adjusted by the National Geodetic Survey in March 2003..
 DE8551
 DE8551.The orthometric height was determined by GPS observations and a
 DE8551.high-resolution geoid model using precise GPS observation and
 DE8551.processing techniques.
 DE8551
 DE8551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8551
 DE8551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8551
 DE8551.The ellipsoidal height was determined by GPS observations
 DE8551.and is referenced to NAD 83.
 DE8551
 DE8551.The geoid height was determined by GEOID03.
 DE8551
 DE8551;                    North         East     Units Scale Factor Converg.
 DE8551;SPC SC       -   183,717.987   523,142.661   MT  0.99979872   -0 30 57.1
 DE8551;SPC SC       -   602,749.30  1,716,347.31   iFT  0.99979872   -0 30 57.1
 DE8551;UTM  17      - 3,705,608.299   413,557.179   MT  0.99969212   -0 30 48.3
 DE8551
 DE8551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8551!SPC SC       -   0.99998943  x   0.99979872  =   0.99978815
 DE8551!UTM  17      -   0.99998943  x   0.99969212  =   0.99968155
 DE8551
 DE8551:                Primary Azimuth Mark                     Grid Az
 DE8551:SPC SC       -  16190 G                                  072 06 57.2
 DE8551:UTM  17      -  16190 G                                  072 06 48.4
 DE8551
 DE8551|---------------------------------------------------------------------|
 DE8551| PID    Reference Object                     Distance      Geod. Az  |
 DE8551|                                                           dddmmss.s |
 DE8551| DE8550 16190 G                             471.388 METERS 0713600.1 |
 DE8551|---------------------------------------------------------------------|
 DE8551
 DE8551                          SUPERSEDED SURVEY CONTROL
 DE8551
 DE8551  NAD 83(1986)-  33 29 11.35731(N)    081 55 49.71802(W) AD(       ) 1
 DE8551  NAD 83(1995)-  33 29 11.35273(N)    081 55 49.72389(W) AD(       ) 1
 DE8551  ELLIP H (11/18/02)   67.41   (m)                       GP(       ) 4 2
 DE8551
 DE8551.Superseded values are not recommended for survey control.
 DE8551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8551.See file dsdata.txt to determine how the superseded data were derived.
 DE8551
 DE8551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1355705608(NAD 83)
 DE8551_MARKER: DD = SURVEY DISK
 DE8551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8551_STAMPING: 16190 H 1994
 DE8551_MARK LOGO: SCDOT 
 DE8551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8551+STABILITY: SURFACE MOTION
 DE8551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8551+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 DE8551
 DE8551  HISTORY     - Date     Condition        Report By
 DE8551  HISTORY     - 1994     MONUMENTED       SCDOT
 DE8551  HISTORY     - 20001220 GOOD             SCGS
 DE8551  HISTORY     - 20031013 GOOD             USPSQD
 DE8551
 DE8551                          STATION DESCRIPTION
 DE8551
 DE8551'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8551'STATION IS LOCATED 2.2 MILES (3.5 KM) EAST SOUTHEAST OF NORTH AUGUSTA,
 DE8551'13.2 MILES (21.2 KM) WEST SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT,
 DE8551'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE8551'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DE8551'HIGHWAYS 1/78 (JEFFERSON DAVIS HIGHWAY) , U.S.  HIGHWAY 278 (ATOMIC
 DE8551'ROAD) AND STATE HIGHWAY 125 (ATOMIC ROAD) , 2.7 MILES (4.3 KM) EAST
 DE8551'SOUTHEAST OF NORTH AUGUSTA, GO WEST SOUTHWEST ON HIGHWAYS 1 AND 78 FOR
 DE8551'0.6 MILE (1.0 KM) TO THE STATION ON THE LEFT IN A GRASSY MEDIAN, 0.05
 DE8551'MILE (0.08 KM) EAST OF A PAVED CUT-OVER. STATION IS A CONCRETE POST
 DE8551'RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 24.5
 DE8551'FEET (7.5 M) SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE
 DE8551'HIGHWAY, 25.1 FEET (7.7 M) NORTH OF THE CENTER OF THE EASTBOUND LANES
 DE8551'OF THE HIGHWAY, 109.6 FEET (33.4 M) EAST OF THE EXTENDED CENTER OF A
 DE8551'PAVED ROAD, 139.6 FEET (42.6 M) WEST OF THE EXTENDED CENTER OF A PAVED
 DE8551'DRIVEWAY TO THE HIPPODROME STOCKYARD, 1.5 FEET (0.5 M) NORTH OF A
 DE8551'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 16190
 DE8551'G.  RECOVERED BY R.P. MCKEOWN.
 DE8551
 DE8551                          STATION RECOVERY (2003)
 DE8551
 DE8551'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE8551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8552 ***********************************************************************
 DE8552  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8552  DESIGNATION -  16190 I
 DE8552  PID         -  DE8552
 DE8552  STATE/COUNTY-  SC/AIKEN
 DE8552  USGS QUAD   -  AUGUSTA EAST (1981)
 DE8552
 DE8552                         *CURRENT SURVEY CONTROL
 DE8552  ___________________________________________________________________
 DE8552* NAD 83(2001)-  33 28 55.51853(N)    081 55 26.26197(W)     ADJUSTED  
 DE8552* NAVD 88     -        78.61   (meters)     257.9    (feet)  GPS OBS   
 DE8552  ___________________________________________________________________
 DE8552  X           -     748,123.212 (meters)                     COMP
 DE8552  Y           -  -5,272,393.448 (meters)                     COMP
 DE8552  Z           -   3,498,704.211 (meters)                     COMP
 DE8552  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 DE8552  ELLIP HEIGHT-          48.42  (meters)          (03/13/03) GPS OBS
 DE8552  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DE8552
 DE8552  HORZ ORDER  -  FIRST
 DE8552  ELLP ORDER  -  FOURTH    CLASS II
 DE8552
 DE8552.The horizontal coordinates were established by GPS observations
 DE8552.and adjusted by the National Geodetic Survey in March 2003..
 DE8552
 DE8552.The orthometric height was determined by GPS observations and a
 DE8552.high-resolution geoid model using precise GPS observation and
 DE8552.processing techniques.
 DE8552
 DE8552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8552
 DE8552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8552
 DE8552.The ellipsoidal height was determined by GPS observations
 DE8552.and is referenced to NAD 83.
 DE8552
 DE8552.The geoid height was determined by GEOID03.
 DE8552
 DE8552;                    North         East     Units Scale Factor Converg.
 DE8552;SPC SC       -   183,224.862   523,743.862   MT  0.99979897   -0 30 44.1
 DE8552;SPC SC       -   601,131.44  1,718,319.76   iFT  0.99979897   -0 30 44.1
 DE8552;UTM  17      - 3,705,115.253   414,158.336   MT  0.99969085   -0 30 35.1
 DE8552
 DE8552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8552!SPC SC       -   0.99999240  x   0.99979897  =   0.99979137
 DE8552!UTM  17      -   0.99999240  x   0.99969085  =   0.99968325
 DE8552
 DE8552:                Primary Azimuth Mark                     Grid Az
 DE8552:SPC SC       -  16190 G                                  346 32 19.1
 DE8552:UTM  17      -  16190 G                                  346 32 10.1
 DE8552
 DE8552|---------------------------------------------------------------------|
 DE8552| PID    Reference Object                     Distance      Geod. Az  |
 DE8552|                                                           dddmmss.s |
 DE8552| DE8550 16190 G                             APPROX. 0.7 KM 3460135.0 |
 DE8552|---------------------------------------------------------------------|
 DE8552
 DE8552                          SUPERSEDED SURVEY CONTROL
 DE8552
 DE8552  NAD 83(1986)-  33 28 55.52418(N)    081 55 26.25551(W) AD(       ) 1
 DE8552  NAD 83(1995)-  33 28 55.51931(N)    081 55 26.26134(W) AD(       ) 1
 DE8552  ELLIP H (11/18/02)   48.49   (m)                       GP(       ) 4 2
 DE8552
 DE8552.Superseded values are not recommended for survey control.
 DE8552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8552.See file dsdata.txt to determine how the superseded data were derived.
 DE8552
 DE8552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1415805115(NAD 83)
 DE8552_MARKER: DD = SURVEY DISK
 DE8552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8552_STAMPING: 16190 I 1994
 DE8552_MARK LOGO: SCDOT 
 DE8552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8552+STABILITY: SURFACE MOTION
 DE8552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8552+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DE8552
 DE8552  HISTORY     - Date     Condition        Report By
 DE8552  HISTORY     - 1994     MONUMENTED       SCDOT
 DE8552  HISTORY     - 20001220 GOOD             SCGS
 DE8552
 DE8552                          STATION DESCRIPTION
 DE8552
 DE8552'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8552'STATION IS LOCATED 2.7 MILES (4.3 KM) EAST SOUTHEAST OF NORTH AUGUSTA,
 DE8552'12.9 MILES (20.8 KM) WEST SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT,
 DE8552'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE8552'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DE8552'HIGHWAYS 1/78 (JEFFERSON DAVIS HIGHWAY) , U.S.  HIGHWAY 278 (ATOMIC
 DE8552'ROAD) AND STATE HIGHWAY 125 (ATOMIC ROAD) , 2.7 MILES (4.3 KM) EAST
 DE8552'SOUTHEAST OF NORTH AUGUSTA, GO WEST SOUTHWEST ON HIGHWAYS 1 AND 78 FOR
 DE8552'0.25 MILES (0.40 KM) TO JUNCTION OF STATE ROAD 1753 (REVCO DRIVE) ,
 DE8552'TURN LEFT ON ROAD 1753 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE
 DE8552'RIGHT.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5
 DE8552'FOOT (15.2 CM) BELOW THE ROAD, 31.7 FEET (9.7 M) WEST SOUTHWEST OF THE
 DE8552'CENTER OF THE ROAD, 37.7 FEET (11.5 M) NORTHWEST OF THE CENTER OF A
 DE8552'MANHOLE COVER, 117.3 FEET (35.8 M) SOUTH SOUTHEAST OF A POWER POLE
 DE8552'NUMBER 420005 WITH A SECURITY LIGHT AND FOUR GUY WIRES, 116.9 FEET
 DE8552'(35.6 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 122, 61.7
 DE8552'FEET (18.8 M) SOUTH SOUTHEAST OF THE SOUTH END OF A 2.0-FOOT CONCRETE
 DE8552'PIPE CULVERT BENEATH BLANK, 3.2 FEET (1.0 M) EAST NORTHEAST OF A
 DE8552'WITNESS POST.  RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8948 ***********************************************************************
 AJ8948  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ8948  DESIGNATION -  1628 C
 AJ8948  PID         -  AJ8948
 AJ8948  STATE/COUNTY-  SC/GREENVILLE
 AJ8948  USGS QUAD   -  MAULDIN (1983)
 AJ8948
 AJ8948                         *CURRENT SURVEY CONTROL
 AJ8948  ___________________________________________________________________
 AJ8948* NAD 83(2001)-  34 49 47.43297(N)    082 19 26.26688(W)     ADJUSTED  
 AJ8948* NAVD 88     -       296.86   (meters)     973.9    (feet)  GPS OBS   
 AJ8948  ___________________________________________________________________
 AJ8948  X           -     700,109.369 (meters)                     COMP
 AJ8948  Y           -  -5,194,481.588 (meters)                     COMP
 AJ8948  Z           -   3,622,539.386 (meters)                     COMP
 AJ8948  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AJ8948  ELLIP HEIGHT-         265.70  (meters)          (03/13/03) GPS OBS
 AJ8948  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AJ8948
 AJ8948  HORZ ORDER  -  FIRST
 AJ8948  ELLP ORDER  -  FOURTH    CLASS II
 AJ8948
 AJ8948.The horizontal coordinates were established by GPS observations
 AJ8948.and adjusted by the National Geodetic Survey in March 2003..
 AJ8948
 AJ8948.The orthometric height was determined by GPS observations and a
 AJ8948.high-resolution geoid model using precise GPS observation and
 AJ8948.processing techniques.
 AJ8948
 AJ8948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8948
 AJ8948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8948
 AJ8948.The ellipsoidal height was determined by GPS observations
 AJ8948.and is referenced to NAD 83.
 AJ8948
 AJ8948.The geoid height was determined by GEOID03.
 AJ8948
 AJ8948;                    North         East     Units Scale Factor Converg.
 AJ8948;SPC SC       -   333,094.722   488,491.637   MT  0.99999876   -0 44 02.4
 AJ8948;SPC SC       - 1,092,830.45  1,602,662.85   iFT  0.99999876   -0 44 02.4
 AJ8948;UTM  17      - 3,854,972.494   378,932.842   MT  0.99978065   -0 45 22.5
 AJ8948
 AJ8948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8948!SPC SC       -   0.99995829  x   0.99999876  =   0.99995705
 AJ8948!UTM  17      -   0.99995829  x   0.99978065  =   0.99973895
 AJ8948
 AJ8948:                Primary Azimuth Mark                     Grid Az
 AJ8948:SPC SC       -  1628 D                                   027 34 36.0
 AJ8948:UTM  17      -  1628 D                                   027 35 56.1
 AJ8948
 AJ8948|---------------------------------------------------------------------|
 AJ8948| PID    Reference Object                     Distance      Geod. Az  |
 AJ8948|                                                           dddmmss.s |
 AJ8948| AJ8949 1628 D                              APPROX. 1.3 KM 0265033.6 |
 AJ8948|---------------------------------------------------------------------|
 AJ8948
 AJ8948                          SUPERSEDED SURVEY CONTROL
 AJ8948
 AJ8948  NAD 83(1986)-  34 49 47.44089(N)    082 19 26.26836(W) AD(       ) 1
 AJ8948  NAD 83(1995)-  34 49 47.43315(N)    082 19 26.26702(W) AD(       ) 1
 AJ8948  ELLIP H (04/18/02)  265.70   (m)                       GP(       ) 4 1
 AJ8948
 AJ8948.Superseded values are not recommended for survey control.
 AJ8948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8948.See file dsdata.txt to determine how the superseded data were derived.
 AJ8948
 AJ8948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7893354972(NAD 83)
 AJ8948_MARKER: DD = SURVEY DISK
 AJ8948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8948_STAMPING: 1993 1628 C
 AJ8948_MARK LOGO: SCDOT 
 AJ8948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8948+STABILITY: SURFACE MOTION
 AJ8948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8948+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 AJ8948
 AJ8948  HISTORY     - Date     Condition        Report By
 AJ8948  HISTORY     - 1993     MONUMENTED       SCDOT
 AJ8948  HISTORY     - 20000828 GOOD             SCGS
 AJ8948  HISTORY     - 20040702 GOOD             USPSQD
 AJ8948  HISTORY     - 20051011 GOOD             USPSQD
 AJ8948
 AJ8948                          STATION DESCRIPTION
 AJ8948
 AJ8948'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ8948'STATION IS LOCATED 4.2 MILES (6.8 KM) EAST SOUTHEAST OF GREENVILLE,
 AJ8948'5.9 MILES (9.5 KM) WEST SOUTHWEST OF PELHAM.  OWNERSHIP--SCDOT,
 AJ8948'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ8948'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AJ8948'INTERSTATE 85 AND STATE HIGHWAY 146 (WOODRUFF ROAD) , 5.1 MILES (8.2
 AJ8948'KM) SOUTHEAST OF GREENVILLE, GO NORTHWEST ON HIGHWAY 146 FOR 1.4 MILES
 AJ8948'(2.3 KM) TO THE JUNCTION OF A PAVED ROAD (SALTERS ROAD) , TURN LEFT ON
 AJ8948'THE PAVED ROAD FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE RIGHT NEAR
 AJ8948'A FENCE LINE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AJ8948'LEVEL WITH THE ROAD, 19.6 FEET (6.0 M) WEST SOUTHWEST OF THE CENTER OF
 AJ8948'THE ROAD, 45.5 FEET (13.9 M) SOUTH SOUTHEAST OF A POWER LINE STUB POLE
 AJ8948'WITH GUY WIRE, 50.0 FEET (15.2 M) EAST SOUTHEAST OF THE SOUTH LEG OF A
 AJ8948'HIGH TENSION TOWER, 3.5 FEET (1.1 M) EAST NORTHEAST OF THE FENCE LINE,
 AJ8948'83.6 FEET (25.5 M) NORTHEAST OF THE CENTER OF A MANHOLE COVER IN A
 AJ8948'10-FOOT BY 12-FOOT CONCRETE PAD, 2.8 FEET (0.9 M) EAST NORTHEAST OF A
 AJ8948'WITNESS POST.  RECOVERED BY R.P. MCKEOWN.
 AJ8948
 AJ8948                          STATION RECOVERY (2004)
 AJ8948
 AJ8948'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ8948'RECOVERED IN GOOD CONDITION.
 AJ8948
 AJ8948                          STATION RECOVERY (2005)
 AJ8948
 AJ8948'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ8948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8949 ***********************************************************************
 AJ8949  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ8949  DESIGNATION -  1628 D
 AJ8949  PID         -  AJ8949
 AJ8949  STATE/COUNTY-  SC/GREENVILLE
 AJ8949  USGS QUAD   -  MAULDIN (1983)
 AJ8949
 AJ8949                         *CURRENT SURVEY CONTROL
 AJ8949  ___________________________________________________________________
 AJ8949* NAD 83(2001)-  34 50 23.84362(N)    082 19 03.91737(W)     ADJUSTED  
 AJ8949* NAVD 88     -       309.71   (meters)    1016.1    (feet)  GPS OBS   
 AJ8949  ___________________________________________________________________
 AJ8949  X           -     700,587.932 (meters)                     COMP
 AJ8949  Y           -  -5,193,780.941 (meters)                     COMP
 AJ8949  Z           -   3,623,467.718 (meters)                     COMP
 AJ8949  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AJ8949  ELLIP HEIGHT-         278.53  (meters)          (03/13/03) GPS OBS
 AJ8949  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 AJ8949
 AJ8949  HORZ ORDER  -  FIRST
 AJ8949  ELLP ORDER  -  FOURTH    CLASS II
 AJ8949
 AJ8949.The horizontal coordinates were established by GPS observations
 AJ8949.and adjusted by the National Geodetic Survey in March 2003..
 AJ8949
 AJ8949.The orthometric height was determined by GPS observations and a
 AJ8949.high-resolution geoid model using precise GPS observation and
 AJ8949.processing techniques.
 AJ8949
 AJ8949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8949
 AJ8949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8949
 AJ8949.The ellipsoidal height was determined by GPS observations
 AJ8949.and is referenced to NAD 83.
 AJ8949
 AJ8949.The geoid height was determined by GEOID03.
 AJ8949
 AJ8949;                    North         East     Units Scale Factor Converg.
 AJ8949;SPC SC       -   334,209.404   489,073.802   MT  1.00000236   -0 43 50.0
 AJ8949;SPC SC       - 1,096,487.55  1,604,572.84   iFT  1.00000236   -0 43 50.0
 AJ8949;UTM  17      - 3,856,086.703   379,515.312   MT  0.99977892   -0 45 10.5
 AJ8949
 AJ8949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8949!SPC SC       -   0.99995628  x   1.00000236  =   0.99995864
 AJ8949!UTM  17      -   0.99995628  x   0.99977892  =   0.99973521
 AJ8949
 AJ8949:                Primary Azimuth Mark                     Grid Az
 AJ8949:SPC SC       -  1628 C                                   207 34 36.4
 AJ8949:UTM  17      -  1628 C                                   207 35 56.9
 AJ8949
 AJ8949|---------------------------------------------------------------------|
 AJ8949| PID    Reference Object                     Distance      Geod. Az  |
 AJ8949|                                                           dddmmss.s |
 AJ8949| AJ8948 1628 C                              APPROX. 1.3 KM 2065046.4 |
 AJ8949|---------------------------------------------------------------------|
 AJ8949
 AJ8949                          SUPERSEDED SURVEY CONTROL
 AJ8949
 AJ8949  NAD 83(1986)-  34 50 23.85149(N)    082 19 03.91890(W) AD(       ) 1
 AJ8949  NAD 83(1995)-  34 50 23.84379(N)    082 19 03.91755(W) AD(       ) 1
 AJ8949  ELLIP H (04/18/02)  278.52   (m)                       GP(       ) 4 1
 AJ8949
 AJ8949.Superseded values are not recommended for survey control.
 AJ8949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8949.See file dsdata.txt to determine how the superseded data were derived.
 AJ8949
 AJ8949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7951556087(NAD 83)
 AJ8949_MARKER: DD = SURVEY DISK
 AJ8949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8949_STAMPING: 1993 1628 D
 AJ8949_MARK LOGO: SCDOT 
 AJ8949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8949+STABILITY: SURFACE MOTION
 AJ8949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8949+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 AJ8949
 AJ8949  HISTORY     - Date     Condition        Report By
 AJ8949  HISTORY     - 1993     MONUMENTED       SCDOT
 AJ8949  HISTORY     - 20000828 GOOD             SCGS
 AJ8949  HISTORY     - 20040702 GOOD             USPSQD
 AJ8949  HISTORY     - 20051011 GOOD             USPSQD
 AJ8949
 AJ8949                          STATION DESCRIPTION
 AJ8949
 AJ8949'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ8949'STATION IS LOCATED 4.4 MILES (7.1 KM) EAST OF GREENVILLE, 8.5 MILES
 AJ8949'(13.7 KM) SOUTHWEST OF GREER.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ8949'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ8949'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AJ8949'INTERSTATE 85 AND STATE HIGHWAY 146 (WOODRUFF ROAD) , 5.1 MILES (8.2
 AJ8949'KM) SOUTHEAST OF GREENVILLE, GO NORTHWEST ON HIGHWAY 146 FOR 0.9 MILE
 AJ8949'(1.4 KM) TO THE JUNCTION OF STATE ROAD 183 (ROPER MOUNTAIN ROAD) ,
 AJ8949'TURN RIGHT ON ROAD 183 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF
 AJ8949'STATE ROAD 510 (CONGAREE ROAD) , TURN RIGHT ON ROAD 510 FOR 0.2 MILE
 AJ8949'(0.3 KM) TO THE STATION ON THE LEFT ATOP A CUT-BANK.  STATION IS A
 AJ8949'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE
 AJ8949'ROAD, 33.4 FEET (10.2 M) SOUTHWEST OF THE CENTER OF THE ROAD, 145.3
 AJ8949'FEET (44.3 M) SOUTHEAST OF A 0.4-FOOT SQUARE CONCRETE POST CABLE
 AJ8949'MARKER PROJECTING 3.0 FEET, (0.9 M) 95.5 FEET (29.1 M) NORTHWEST OF
 AJ8949'THE EXTENDED CENTER OF THE ENTRANCE DRIVE TO DAYS INN, 3.7 FEET (1.1
 AJ8949'M) NORTHEAST OF A WITNESS POST.  RECOVERED BY R.P.  MCKEOWN.
 AJ8949
 AJ8949                          STATION RECOVERY (2004)
 AJ8949
 AJ8949'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ8949'RECOVERED IN GOOD CONDITION.
 AJ8949
 AJ8949                          STATION RECOVERY (2005)
 AJ8949
 AJ8949'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ8949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0294 ***********************************************************************
 DE0294  DESIGNATION -  167
 DE0294  PID         -  DE0294
 DE0294  STATE/COUNTY-  SC/RICHLAND
 DE0294  USGS QUAD   -  FORT JACKSON SOUTH (1987)
 DE0294
 DE0294                         *CURRENT SURVEY CONTROL
 DE0294  ___________________________________________________________________
 DE0294* NAD 83(1986)-  33 57 04.     (N)    080 56 40.     (W)     SCALED    
 DE0294* NAVD 88     -        50.595  (meters)     165.99   (feet)  ADJUSTED  
 DE0294  ___________________________________________________________________
 DE0294  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DE0294  DYNAMIC HT  -          50.543 (meters)     165.82  (feet)  COMP
 DE0294  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DE0294
 DE0294  VERT ORDER  -  FIRST     CLASS II
 DE0294
 DE0294.The horizontal coordinates were scaled from a topographic map and have
 DE0294.an estimated accuracy of +/- 6 seconds.
 DE0294
 DE0294.The orthometric height was determined by differential leveling
 DE0294.and adjusted by the National Geodetic Survey in June 1991..
 DE0294
 DE0294.The geoid height was determined by GEOID03.
 DE0294
 DE0294.The dynamic height is computed by dividing the NAVD 88
 DE0294.geopotential number by the normal gravity value computed on the
 DE0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0294.degrees latitude (g = 980.6199 gals.).
 DE0294
 DE0294.The modeled gravity was interpolated from observed gravity values.
 DE0294
 DE0294;                    North         East    Units  Estimated Accuracy
 DE0294;SPC SC       -   234,860.      614,730.      MT  (+/- 180 meters Scaled)
 DE0294
 DE0294                          SUPERSEDED SURVEY CONTROL
 DE0294
 DE0294  NGVD 29 (??/??/92)   50.832  (m)          166.77   (f) ADJ UNCH    1 2
 DE0294
 DE0294.Superseded values are not recommended for survey control.
 DE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0294.See file dsdata.txt to determine how the superseded data were derived.
 DE0294
 DE0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT051567(NAD 83)
 DE0294_MARKER: P = PIPE CAP
 DE0294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0294_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0294_STAMPING: 167 1918
 DE0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0294
 DE0294  HISTORY     - Date     Condition        Report By
 DE0294  HISTORY     - 1918     MONUMENTED       USGS
 DE0294  HISTORY     - 1960     GOOD             NGS
 DE0294  HISTORY     - 1978     GOOD             LOCENG
 DE0294
 DE0294                          STATION DESCRIPTION
 DE0294
 DE0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0294'6.2 MI SE FROM COLUMBIA.
 DE0294'ABOUT 6.15 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0294'FROM BLOSSOM STREET OVERPASS AT COLUMBIA, 0.3 MILE NORTHWEST
 DE0294'OF A 40-FOOT WOODEN TRESTLE OVER REEDY POINT BR., AT MILEPOST 368,
 DE0294'BETWEEN THE TRACK AND A GRADED ROAD THAT PARALLELS THE SOUTHWEST
 DE0294'SIDE OF THE TRACK, 2 FEET NORTHWEST OF THE MILEPOST, 12 1/2
 DE0294'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28 FEET NORTHEAST OF THE
 DE0294'CENTER LINE OF ROAD, 97 FEET EAST-SOUTHEAST OF THE CENTER LINE OF
 DE0294'ROAD THAT PARALLELS THE TRACK AND A GRADED ROAD LEADING WEST,
 DE0294'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND RIVETED ON TOP OF
 DE0294'A 3 1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 DE0294
 DE0294                          STATION RECOVERY (1978)
 DE0294
 DE0294'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 DE0294'MARK IS LOCATED 0.8 MILE S.E. OF S.C.L. RAILROAD GRADE CROSSING OF
 DE0294'ATLAS ROAD (S-40-50).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0904 ***********************************************************************
 DE0904  DESIGNATION -  168
 DE0904  PID         -  DE0904
 DE0904  STATE/COUNTY-  SC/BARNWELL
 DE0904  USGS QUAD   -  GIRARD NE (1989)
 DE0904
 DE0904                         *CURRENT SURVEY CONTROL
 DE0904  ___________________________________________________________________
 DE0904* NAD 83(1986)-  33 10 07.     (N)    081 35 52.     (W)     SCALED    
 DE0904* NAVD 88     -        50.974  (meters)     167.24   (feet)  ADJUSTED  
 DE0904  ___________________________________________________________________
 DE0904  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DE0904  DYNAMIC HT  -          50.919 (meters)     167.06  (feet)  COMP
 DE0904  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 DE0904
 DE0904  VERT ORDER  -  FIRST     CLASS II
 DE0904
 DE0904.The horizontal coordinates were scaled from a topographic map and have
 DE0904.an estimated accuracy of +/- 6 seconds.
 DE0904
 DE0904.The orthometric height was determined by differential leveling
 DE0904.and adjusted by the National Geodetic Survey in June 1991..
 DE0904
 DE0904.The geoid height was determined by GEOID03.
 DE0904
 DE0904.The dynamic height is computed by dividing the NAVD 88
 DE0904.geopotential number by the normal gravity value computed on the
 DE0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0904.degrees latitude (g = 980.6199 gals.).
 DE0904
 DE0904.The modeled gravity was interpolated from observed gravity values.
 DE0904
 DE0904;                    North         East    Units  Estimated Accuracy
 DE0904;SPC SC       -   148,240.      553,850.      MT  (+/- 180 meters Scaled)
 DE0904
 DE0904                          SUPERSEDED SURVEY CONTROL
 DE0904
 DE0904  NGVD 29 (??/??/92)   51.239  (m)          168.11   (f) ADJ UNCH    1 2
 DE0904
 DE0904.Superseded values are not recommended for survey control.
 DE0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0904.See file dsdata.txt to determine how the superseded data were derived.
 DE0904
 DE0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS442701(NAD 83)
 DE0904_MARKER: P = PIPE CAP
 DE0904_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0904_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0904_STAMPING: 168.136
 DE0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0904
 DE0904  HISTORY     - Date     Condition        Report By
 DE0904  HISTORY     - UNK      MONUMENTED       USGS
 DE0904  HISTORY     - 1961     GOOD             NGS
 DE0904
 DE0904                          STATION DESCRIPTION
 DE0904
 DE0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0904'3.8 MI NE FROM ROBBINS.
 DE0904'ABOUT 3.85 MILES NORTHEAST ALONG ATLANTIC COAST LINE RAILROAD FROM
 DE0904'STATION IN ROBBINS, 0.1 MILE WEST OF THE CROSSING OF SAVANNAH
 DE0904'RIVER PLANT ROAD NO. 9, BETWEEN THE TRACK AND ROAD NO. 9 WHERE IT
 DE0904'PARALLELS THE SOUTH SIDE OF THE TRACK FOR ABOUT 0.3 MILE, 25 FEET
 DE0904'SOUTH OF THE SOUTH RAIL, 43 FEET NORTH OF CENTER LINE OF THE ROAD,
 DE0904'4 1/2 FEET WEST OF SIXTH TELEPHONE POLE WEST OF THE CROSSING, 161
 DE0904'FEET WEST-SOUTHWEST OF MILEPOST K 426, 1 FOOT BELOW THE LEVEL OF
 DE0904'TRACK AND A USGS PIPE AND CAP 3 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0037 ***********************************************************************
 DE0037  DESIGNATION -  169=PTS 47
 DE0037  PID         -  DE0037
 DE0037  STATE/COUNTY-  SC/SUMTER
 DE0037  USGS QUAD   -  SUMTER EAST (1982)
 DE0037
 DE0037                         *CURRENT SURVEY CONTROL
 DE0037  ___________________________________________________________________
 DE0037* NAD 83(1986)-  33 54 56.     (N)    080 20 26.     (W)     SCALED    
 DE0037* NAVD 88     -        51.476  (meters)     168.88   (feet)  ADJUSTED  
 DE0037  ___________________________________________________________________
 DE0037  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DE0037  DYNAMIC HT  -          51.423 (meters)     168.71  (feet)  COMP
 DE0037  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 DE0037
 DE0037  VERT ORDER  -  SECOND    CLASS 0
 DE0037
 DE0037.The horizontal coordinates were scaled from a topographic map and have
 DE0037.an estimated accuracy of +/- 6 seconds.
 DE0037
 DE0037.The orthometric height was determined by differential leveling
 DE0037.and adjusted by the National Geodetic Survey in June 1991..
 DE0037
 DE0037.The geoid height was determined by GEOID03.
 DE0037
 DE0037.The dynamic height is computed by dividing the NAVD 88
 DE0037.geopotential number by the normal gravity value computed on the
 DE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0037.degrees latitude (g = 980.6199 gals.).
 DE0037
 DE0037.The modeled gravity was interpolated from observed gravity values.
 DE0037
 DE0037;                    North         East    Units  Estimated Accuracy
 DE0037;SPC SC       -   231,110.      670,570.      MT  (+/- 180 meters Scaled)
 DE0037
 DE0037                          SUPERSEDED SURVEY CONTROL
 DE0037
 DE0037  NGVD 29 (??/??/92)   51.751  (m)          169.79   (f) ADJ UNCH    2 0
 DE0037
 DE0037.Superseded values are not recommended for survey control.
 DE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0037.See file dsdata.txt to determine how the superseded data were derived.
 DE0037
 DE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT609529(NAD 83)
 DE0037_MARKER: P = PIPE CAP
 DE0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0037_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0037_STAMPING: 169 PRIM TRAV STA NO 47 J 1918
 DE0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0037
 DE0037  HISTORY     - Date     Condition        Report By
 DE0037  HISTORY     - 1918     MONUMENTED       USGS
 DE0037  HISTORY     - 1960     MARK NOT FOUND   NGS
 DE0037
 DE0037                          STATION DESCRIPTION
 DE0037
 DE0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0037'AT SUMTER.
 DE0037'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 DE0037'ON THIS DATE.  AT SUMTER, SUMTER COUNTY, ON THE ATLANTIC COAST
 DE0037'LINE RAILROAD, 400 FEET WEST OF THE STATION, AT THE HARVIN STREET
 DE0037'CROSSING, 40 FEET NORTH OF THE TRACK, 5 FEET EAST OF THE CURB OF
 DE0037'THE STREET, 6 FEET WEST OF THE WEST EDGE OF THE SIDEWALK, AND IN
 DE0037'THE GRASS PLOT BETWEEN THE SIDEWALK AND THE CURB.  A USGS
 DE0037'STANDARD CAP, STAMPED 169 PRIM TRAV STA NO 47 J 1918 AND RIVETED
 DE0037'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE
 DE0037'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0224 ***********************************************************************
 DD0224  DESIGNATION -  17
 DD0224  PID         -  DD0224
 DD0224  STATE/COUNTY-  SC/GEORGETOWN
 DD0224  USGS QUAD   -  PLANTERSVILLE (1973)
 DD0224
 DD0224                         *CURRENT SURVEY CONTROL
 DD0224  ___________________________________________________________________
 DD0224* NAD 83(1986)-  33 37 16.     (N)    079 11 37.     (W)     SCALED    
 DD0224* NAVD 88     -         5.73   (+/-2cm)      18.8    (feet)  VERTCON   
 DD0224  ___________________________________________________________________
 DD0224  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD0224
 DD0224  VERT ORDER  -  ? (See Below)
 DD0224
 DD0224.The horizontal coordinates were scaled from a topographic map and have
 DD0224.an estimated accuracy of +/- 6 seconds.
 DD0224
 DD0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD0224.The vertical order pertains to the NGVD 29 superseded value.
 DD0224
 DD0224.The geoid height was determined by GEOID03.
 DD0224
 DD0224;                    North         East    Units  Estimated Accuracy
 DD0224;SPC SC       -   199,720.      777,180.      MT  (+/- 180 meters Scaled)
 DD0224
 DD0224                          SUPERSEDED SURVEY CONTROL
 DD0224
 DD0224  NGVD 29 (??/??/92)    6.035  (m)           19.80   (f) ADJ UNCH    ?  
 DD0224
 DD0224.Superseded values are not recommended for survey control.
 DD0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0224.See file dsdata.txt to determine how the superseded data were derived.
 DD0224
 DD0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT675216(NAD 83)
 DD0224_MARKER: N = NAIL
 DD0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0224_SP_SET: TREE
 DD0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0224
 DD0224  HISTORY     - Date     Condition        Report By
 DD0224  HISTORY     - UNK      MONUMENTED       SCHD
 DD0224  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0224  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 DD0224
 DD0224                          STATION DESCRIPTION
 DD0224
 DD0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0224'18.7 MI N FROM GEORGETOWN.
 DD0224'18.7 MILES NORTH ALONG U.S. HIGHWAY 701 FROM GEORGETOWN,
 DD0224'GEORGETOWN COUNTY, 0.8 MILE SOUTH OF YOUNGS CROSSROADS, 115 FEET
 DD0224'SOUTH OF STATION MARKER 575, 49 FEET EAST OF THE EAST EDGE OF THE
 DD0224'HIGHWAY, IN THE ROOT OF A 20-INCH PINE TREE, WITNESSED BY A
 DD0224'WOODEN ARROW PAINTED SCHD 17.
 DD0224
 DD0224                          STATION RECOVERY (1994)
 DD0224
 DD0224'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0039 ***********************************************************************
 CJ0039  DESIGNATION -  17
 CJ0039  PID         -  CJ0039
 CJ0039  STATE/COUNTY-  SC/BERKELEY
 CJ0039  USGS QUAD   -  CAINHOY (1971)
 CJ0039
 CJ0039                         *CURRENT SURVEY CONTROL
 CJ0039  ___________________________________________________________________
 CJ0039* NAD 83(1986)-  32 56 01.     (N)    079 49 52.     (W)     SCALED    
 CJ0039* NAVD 88     -         5.405  (meters)      17.73   (feet)  ADJUSTED  
 CJ0039  ___________________________________________________________________
 CJ0039  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0039  DYNAMIC HT  -           5.400 (meters)      17.72  (feet)  COMP
 CJ0039  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 CJ0039
 CJ0039  VERT ORDER  -  FIRST     CLASS II
 CJ0039
 CJ0039.The horizontal coordinates were scaled from a topographic map and have
 CJ0039.an estimated accuracy of +/- 6 seconds.
 CJ0039
 CJ0039.The orthometric height was determined by differential leveling
 CJ0039.and adjusted by the National Geodetic Survey in June 1991..
 CJ0039
 CJ0039.The geoid height was determined by GEOID03.
 CJ0039
 CJ0039.The dynamic height is computed by dividing the NAVD 88
 CJ0039.geopotential number by the normal gravity value computed on the
 CJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0039.degrees latitude (g = 980.6199 gals.).
 CJ0039
 CJ0039.The modeled gravity was interpolated from observed gravity values.
 CJ0039
 CJ0039;                    North         East    Units  Estimated Accuracy
 CJ0039;SPC SC       -   122,640.      718,900.      MT  (+/- 180 meters Scaled)
 CJ0039
 CJ0039                          SUPERSEDED SURVEY CONTROL
 CJ0039
 CJ0039  NGVD 29 (03/21/89)    5.705  (m)           18.72   (f) ADJUSTED    1 2
 CJ0039
 CJ0039.Superseded values are not recommended for survey control.
 CJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0039.See file dsdata.txt to determine how the superseded data were derived.
 CJ0039
 CJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS092445(NAD 83)
 CJ0039_MARKER: P = PIPE CAP
 CJ0039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CJ0039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CJ0039_STAMPING: 17
 CJ0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0039
 CJ0039  HISTORY     - Date     Condition        Report By
 CJ0039  HISTORY     - UNK      MONUMENTED       USGS
 CJ0039  HISTORY     - 1952     POOR             NGS
 CJ0039  HISTORY     - 1976     POOR             NGS
 CJ0039  HISTORY     - 1984     MARK NOT FOUND   SCGS
 CJ0039
 CJ0039                          STATION DESCRIPTION
 CJ0039
 CJ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0039'0.3 MI N FROM CAINHOY.
 CJ0039'0.3 MILE NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AND
 CJ0039'WORSHAMS GROCERY STORE AT CAINHOY, AT THE T JUNCTION OF AN
 CJ0039'EAST-WEST BLACK TOP ROAD, IN FRONT OF AN OLD BUILDING HOUSING
 CJ0039'TRINITY CHURCH, 91 FEET WEST OF EXTENDED CENTER LINE OF ROAD SOUTH
 CJ0039'TO CAINHOY, 26 FEET NORTH OF CENTER LINE OF BLACK TOP ROAD, 160
 CJ0039'FEET EAST OF CENTER OF JUNCTION OF A ROAD LEADING NORTHWEST, 26
 CJ0039'FEET SOUTH OF SOUTHEAST CORNER OF CHURCH BUILDING, 31 FEET
 CJ0039'SOUTHEAST OF SOUTHWEST CORNER OF CHURCH BUILDING, ABOUT 1 FOOT
 CJ0039'ABOVE LEVEL OF ROAD AND PROJECTING 10 INCHES.  NOTE-- CAP IS
 CJ0039'IN CENTER OF CAP.
 CJ0039
 CJ0039                          STATION RECOVERY (1976)
 CJ0039
 CJ0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CJ0039'THE MARK WAS BADLY BATTERED AND ILLEGIBLE, IT HAD ALSO BEEN KNOCKED
 CJ0039'OVER TO ONE SIDE WHEN THE ROAD WAS WIDENED. THE MARK WAS REMOVED BY
 CJ0039'THIS PARTY ON 24 SEPTEMBER 1976.
 CJ0039
 CJ0039                          STATION RECOVERY (1984)
 CJ0039
 CJ0039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0039'THIS MARK WAS NOT FOUND, IT IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4115 ***********************************************************************
 EB4115  DESIGNATION -  17 003
 EB4115  PID         -  EB4115
 EB4115  STATE/COUNTY-  SC/DILLON
 EB4115  USGS QUAD   -  DILLON WEST (1980)
 EB4115
 EB4115                         *CURRENT SURVEY CONTROL
 EB4115  ___________________________________________________________________
 EB4115* NAD 83(1986)-  34 29 15.     (N)    079 23 43.     (W)     SCALED    
 EB4115* NAVD 88     -        32.055  (meters)     105.17   (feet)  ADJUSTED  
 EB4115  ___________________________________________________________________
 EB4115  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 EB4115  DYNAMIC HT  -          32.024 (meters)     105.07  (feet)  COMP
 EB4115  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 EB4115
 EB4115  VERT ORDER  -  FIRST     CLASS II
 EB4115
 EB4115.The horizontal coordinates were scaled from a topographic map and have
 EB4115.an estimated accuracy of +/- 6 seconds.
 EB4115
 EB4115.The orthometric height was determined by differential leveling
 EB4115.and adjusted by the National Geodetic Survey in June 1994..
 EB4115
 EB4115.The geoid height was determined by GEOID03.
 EB4115
 EB4115.The dynamic height is computed by dividing the NAVD 88
 EB4115.geopotential number by the normal gravity value computed on the
 EB4115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4115.degrees latitude (g = 980.6199 gals.).
 EB4115
 EB4115.The modeled gravity was interpolated from observed gravity values.
 EB4115
 EB4115;                    North         East    Units  Estimated Accuracy
 EB4115;SPC SC       -   295,490.      756,980.      MT  (+/- 180 meters Scaled)
 EB4115
 EB4115                          SUPERSEDED SURVEY CONTROL
 EB4115
 EB4115.No superseded survey control is available for this station.
 EB4115
 EB4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU473173(NAD 83)
 EB4115_MARKER: DD = SURVEY DISK
 EB4115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4115_SP_SET: CONCRETE POST
 EB4115_STAMPING: 17 003 1993
 EB4115_MARK LOGO: SCGS  
 EB4115_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4115+STABILITY: SURFACE MOTION
 EB4115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4115+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4115
 EB4115  HISTORY     - Date     Condition        Report By
 EB4115  HISTORY     - 1993     MONUMENTED       SCGS
 EB4115
 EB4115                          STATION DESCRIPTION
 EB4115
 EB4115'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4115'STATION IS LOCATED 5.1 MILES (8.2 KM) NORTH NORTHWEST OF DILLON, 0.9
 EB4115'MILE (1.4 KM) NORTHEAST OF LITTLE ROCK. OWNERSHIP--SCDHPT DIRECTOR OF
 EB4115'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4115'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF STATE
 EB4115'HIGHWAYS 9 AND 57, 0.5 MILE (0.8 KM) NORTHWEST OF LITTLE ROCK, GO
 EB4115'SOUTHEAST ON HIGHWAYS 9 AND 57 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION
 EB4115'OF STATE ROAD 23, TURN LEFT ON ROAD 23 FOR 0.8 MILE (1.3 KM) TO THE
 EB4115'JUNCTION OF STATE ROAD 192, CONTINUE ON ROAD 23 FOR 0.1 MILE
 EB4115'(0.2 KM) TO THE SOUTHWEST END OF A BRIDGE OVER THE LITTLE PEE DEE
 EB4115'RIVER AND THE STATION NEAR THE NORTHWEST CORNER OF THE BRIDGE.
 EB4115'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4115'HIGHWAY, 14.3 FEET (4.4 M) NORTH OF THE CENTER OF THE HIGHWAY, 12.4
 EB4115'FEET (3.8 M) WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 EB4115'WING WALL, 4.4 FEET (1.3 M) SOUTHEAST OF THE CENTER OF A METAL DRAIN
 EB4115'SCUPPER, 2.8 FEET (0.9 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE CURB
 EB4115'LEADING TO THE DRAIN, 17.0 FEET (5.2 M) SOUTH SOUTHEAST OF THE EAST
 EB4115'CORNER OF A CONCRETE BLOCK WALL WITH A PLAQUE INSCRIBED (RIVERSIDE).
 EB4115'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4064 ***********************************************************************
 EB4064  DESIGNATION -  17 004
 EB4064  PID         -  EB4064
 EB4064  STATE/COUNTY-  SC/DILLON
 EB4064  USGS QUAD   -  DILLON EAST (1982)
 EB4064
 EB4064                         *CURRENT SURVEY CONTROL
 EB4064  ___________________________________________________________________
 EB4064* NAD 83(1986)-  34 24 19.     (N)    079 20 29.     (W)     SCALED    
 EB4064* NAVD 88     -        27.259  (meters)      89.43   (feet)  ADJUSTED  
 EB4064  ___________________________________________________________________
 EB4064  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 EB4064  DYNAMIC HT  -          27.233 (meters)      89.35  (feet)  COMP
 EB4064  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 EB4064
 EB4064  VERT ORDER  -  FIRST     CLASS II
 EB4064
 EB4064.The horizontal coordinates were scaled from a topographic map and have
 EB4064.an estimated accuracy of +/- 6 seconds.
 EB4064
 EB4064.The orthometric height was determined by differential leveling
 EB4064.and adjusted by the National Geodetic Survey in June 1994..
 EB4064
 EB4064.The geoid height was determined by GEOID03.
 EB4064
 EB4064.The dynamic height is computed by dividing the NAVD 88
 EB4064.geopotential number by the normal gravity value computed on the
 EB4064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4064.degrees latitude (g = 980.6199 gals.).
 EB4064
 EB4064.The modeled gravity was interpolated from observed gravity values.
 EB4064
 EB4064;                    North         East    Units  Estimated Accuracy
 EB4064;SPC SC       -   286,450.      762,070.      MT  (+/- 180 meters Scaled)
 EB4064
 EB4064                          SUPERSEDED SURVEY CONTROL
 EB4064
 EB4064.No superseded survey control is available for this station.
 EB4064
 EB4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU524083(NAD 83)
 EB4064_MARKER: DD = SURVEY DISK
 EB4064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4064_SP_SET: CONCRETE POST
 EB4064_STAMPING: 17 004 1993
 EB4064_MARK LOGO: SCGS  
 EB4064_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4064+STABILITY: SURFACE MOTION
 EB4064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4064+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4064
 EB4064  HISTORY     - Date     Condition        Report By
 EB4064  HISTORY     - 1993     MONUMENTED       SCGS
 EB4064
 EB4064                          STATION DESCRIPTION
 EB4064
 EB4064'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4064'STATION IS LOCATED 1.8 MILES (2.9 KM) SOUTHEAST OF DILLON.
 EB4064'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4064'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4064'JUNCTION OF STATE HIGHWAYS 9 (MAIN STREET), 57 AND STATE ROAD 76 (OLD
 EB4064'MARION ROAD), 0.75 MILE (1.21 KM) SOUTHEAST OF DILLON, GO SOUTHEAST
 EB4064'ON HIGHWAY 9 FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE ROAD 587
 EB4064'(ALSO A DRIVEWAY RIGHT LEADING TO THE DILLON COUNTY APPLIED
 EB4064'TECHNOLOGY CENTER), CONTINUE ON HIGHWAY 9 FOR 0.5 MILE (0.8 KM) TO
 EB4064'THE WEST END OF THE BRIDGE OVER THE LITTLE PEE DEE RIVER AND THE
 EB4064'STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER AND BEHIND THE WING
 EB4064'WALL. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 EB4064'(0.3 M) BELOW THE HIGHWAY, 2.3 FEET (0.7 M) SOUTH SOUTHWEST OF THE
 EB4064'SOUTH EDGE OF THE BRIDGE, 2.1 FEET (0.6 M) EAST OF THE SOUTHEAST
 EB4064'CORNER OF THE WING WALL, 6.7 FEET (2.0 M) SOUTHEAST OF A WOODEN GUARD
 EB4064'RAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 4.1 FEET (1.2 M)
 EB4064'EAST SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4065 ***********************************************************************
 EB4065  DESIGNATION -  17 005
 EB4065  PID         -  EB4065
 EB4065  STATE/COUNTY-  SC/DILLON
 EB4065  USGS QUAD   -  DILLON EAST (1982)
 EB4065
 EB4065                         *CURRENT SURVEY CONTROL
 EB4065  ___________________________________________________________________
 EB4065* NAD 83(1986)-  34 24 19.     (N)    079 19 27.     (W)     SCALED    
 EB4065* NAVD 88     -        37.585  (meters)     123.31   (feet)  ADJUSTED  
 EB4065  ___________________________________________________________________
 EB4065  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 EB4065  DYNAMIC HT  -          37.549 (meters)     123.19  (feet)  COMP
 EB4065  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 EB4065
 EB4065  VERT ORDER  -  FIRST     CLASS II
 EB4065
 EB4065.The horizontal coordinates were scaled from a topographic map and have
 EB4065.an estimated accuracy of +/- 6 seconds.
 EB4065
 EB4065.The orthometric height was determined by differential leveling
 EB4065.and adjusted by the National Geodetic Survey in June 1994..
 EB4065
 EB4065.The geoid height was determined by GEOID03.
 EB4065
 EB4065.The dynamic height is computed by dividing the NAVD 88
 EB4065.geopotential number by the normal gravity value computed on the
 EB4065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4065.degrees latitude (g = 980.6199 gals.).
 EB4065
 EB4065.The modeled gravity was interpolated from observed gravity values.
 EB4065
 EB4065;                    North         East    Units  Estimated Accuracy
 EB4065;SPC SC       -   286,470.      763,660.      MT  (+/- 180 meters Scaled)
 EB4065
 EB4065                          SUPERSEDED SURVEY CONTROL
 EB4065
 EB4065.No superseded survey control is available for this station.
 EB4065
 EB4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU540083(NAD 83)
 EB4065_MARKER: DD = SURVEY DISK
 EB4065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4065_SP_SET: CONCRETE POST
 EB4065_STAMPING: 17 005 1993
 EB4065_MARK LOGO: SCGS  
 EB4065_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4065+STABILITY: SURFACE MOTION
 EB4065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4065+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4065
 EB4065  HISTORY     - Date     Condition        Report By
 EB4065  HISTORY     - 1993     MONUMENTED       SCGS
 EB4065
 EB4065                          STATION DESCRIPTION
 EB4065
 EB4065'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4065'STATION IS LOCATED 2.2 MILES (3.5 KM) SOUTHEAST OF DILLON.
 EB4065'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4065'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4065'JUNCTION OF STATE HIGHWAYS 9 (MAIN STREET), 57 AND STATE ROAD 76 (OLD
 EB4065'MARION ROAD), 0.75 MILE (1.21 KM) SOUTHEAST OF DILLON, GO SOUTHEAST
 EB4065'ON HIGHWAY 9 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 30
 EB4065'AND THE STATION NEAR A WOODEN BILLBOARD WITH THREE SUPPORT POSTS IN
 EB4065'THE NORTH ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH
 EB4065'WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 212.5 FEET
 EB4065'(64.8 M) EAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE BLOCK
 EB4065'BUILDING WITH TWO OVERHEAD DOORWAYS, 34.0 FEET (10.4 M) NORTH OF THE
 EB4065'CENTER OF ROAD 30, 18.0 FEET (5.5 M) NORTH NORTHEAST OF A POWER POLE
 EB4065'CC67/5 WITH SIX GUY WIRES AND A TRANSFORMER, 17.3 FEET (5.3 M) EAST
 EB4065'OF A BILLBOARD POST NUMBER 05-17-615859 WITH AN ELECTRIC METER
 EB4065'ATTACHED, 13.2 FEET (4.0 M) EAST SOUTHEAST OF THE CENTER BILLBOARD
 EB4065'POST WITH A SCGS REFERENCE WASHER ATTACHED, 14.5 FEET (4.4 M) SOUTH
 EB4065'SOUTHEAST OF THE NORTHEAST MOST ONE OF THREE WOODEN BILLBOARD POSTS
 EB4065'WITH A SCGS REFERENCE WASHER ATTACHED, 2.0 FEET (0.6 M) EAST OF A
 EB4065'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4066 ***********************************************************************
 EB4066  DESIGNATION -  17 006
 EB4066  PID         -  EB4066
 EB4066  STATE/COUNTY-  SC/DILLON
 EB4066  USGS QUAD   -  DILLON EAST (1982)
 EB4066
 EB4066                         *CURRENT SURVEY CONTROL
 EB4066  ___________________________________________________________________
 EB4066* NAD 83(1986)-  34 23 59.     (N)    079 18 50.     (W)     SCALED    
 EB4066* NAVD 88     -        38.707  (meters)     126.99   (feet)  ADJUSTED  
 EB4066  ___________________________________________________________________
 EB4066  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 EB4066  DYNAMIC HT  -          38.670 (meters)     126.87  (feet)  COMP
 EB4066  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 EB4066
 EB4066  VERT ORDER  -  FIRST     CLASS II
 EB4066
 EB4066.The horizontal coordinates were scaled from a topographic map and have
 EB4066.an estimated accuracy of +/- 6 seconds.
 EB4066
 EB4066.The orthometric height was determined by differential leveling
 EB4066.and adjusted by the National Geodetic Survey in June 1994..
 EB4066
 EB4066.The geoid height was determined by GEOID03.
 EB4066
 EB4066.The dynamic height is computed by dividing the NAVD 88
 EB4066.geopotential number by the normal gravity value computed on the
 EB4066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4066.degrees latitude (g = 980.6199 gals.).
 EB4066
 EB4066.The modeled gravity was interpolated from observed gravity values.
 EB4066
 EB4066;                    North         East    Units  Estimated Accuracy
 EB4066;SPC SC       -   285,870.      764,610.      MT  (+/- 180 meters Scaled)
 EB4066
 EB4066                          SUPERSEDED SURVEY CONTROL
 EB4066
 EB4066.No superseded survey control is available for this station.
 EB4066
 EB4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU549077(NAD 83)
 EB4066_MARKER: DD = SURVEY DISK
 EB4066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4066_SP_SET: CONCRETE POST
 EB4066_STAMPING: 17 006 1993
 EB4066_MARK LOGO: SCGS  
 EB4066_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4066+STABILITY: SURFACE MOTION
 EB4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4066+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4066
 EB4066  HISTORY     - Date     Condition        Report By
 EB4066  HISTORY     - 1993     MONUMENTED       SCGS
 EB4066
 EB4066                          STATION DESCRIPTION
 EB4066
 EB4066'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4066'STATION IS LOCATED 3.4 MILES (5.5 KM) SOUTHEAST OF DILLON, 5.2 MILES
 EB4066'(8.4 KM) NORTH NORTHEAST OF FLOYDALE. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4066'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4066'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4066'HIGHWAYS 9 (MAIN STREET), 57 AND STATE ROAD 76 (OLD MARION ROAD),
 EB4066'0.75 MILE (1.21 KM) SOUTHEAST OF DILLON, GO SOUTHEAST ON HIGHWAY 9
 EB4066'FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 30 LEFT, BEAR
 EB4066'RIGHT ON HIGHWAY 9 FOR 0.7 MILE (1.1 KM) TO AN ENTRANCE DRIVEWAY
 EB4066'RIGHT LEADING TO THE PENTECOSTAL CHURCH OF CHRIST AND THE STATION
 EB4066'NEAR A BRICK PLANTER AROUND THE CHURCH SIGN IN THE SOUTH ANGLE.
 EB4066'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4066'HIGHWAY, 64.6 FEET (19.7 M) WEST NORTHWEST OF A POWER POLE 41/CH8
 EB4066'WITH TWO TRANSFORMERS AND GUY WIRE, 6.1 FEET (1.9 M) SOUTH OF THE
 EB4066'CENTER OF A METAL AND PLASTIC WATER METER COVER, 43.7 FEET (13.3 M)
 EB4066'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 22.5 FEET (6.9 M) EAST
 EB4066'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 2.5 FEET (0.8 M) WEST OF THE
 EB4066'NORTH CORNER OF THE BRICK PLANTER, 7.9 FEET (2.4 M) NORTH NORTHEAST
 EB4066'OF THE WEST CORNER OF THE BRICK PLANTER, 81.7 FEET (24.9 M) NORTHEAST
 EB4066'OF THE NORTH CORNER OF THE CHURCH. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4067 ***********************************************************************
 EB4067  DESIGNATION -  17 007
 EB4067  PID         -  EB4067
 EB4067  STATE/COUNTY-  SC/DILLON
 EB4067  USGS QUAD   -  DILLON EAST (1982)
 EB4067
 EB4067                         *CURRENT SURVEY CONTROL
 EB4067  ___________________________________________________________________
 EB4067* NAD 83(1986)-  34 23 42.     (N)    079 18 09.     (W)     SCALED    
 EB4067* NAVD 88     -        34.124  (meters)     111.96   (feet)  ADJUSTED  
 EB4067  ___________________________________________________________________
 EB4067  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 EB4067  DYNAMIC HT  -          34.092 (meters)     111.85  (feet)  COMP
 EB4067  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 EB4067
 EB4067  VERT ORDER  -  FIRST     CLASS II
 EB4067
 EB4067.The horizontal coordinates were scaled from a topographic map and have
 EB4067.an estimated accuracy of +/- 6 seconds.
 EB4067
 EB4067.The orthometric height was determined by differential leveling
 EB4067.and adjusted by the National Geodetic Survey in June 1994..
 EB4067
 EB4067.The geoid height was determined by GEOID03.
 EB4067
 EB4067.The dynamic height is computed by dividing the NAVD 88
 EB4067.geopotential number by the normal gravity value computed on the
 EB4067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4067.degrees latitude (g = 980.6199 gals.).
 EB4067
 EB4067.The modeled gravity was interpolated from observed gravity values.
 EB4067
 EB4067;                    North         East    Units  Estimated Accuracy
 EB4067;SPC SC       -   285,370.      765,670.      MT  (+/- 180 meters Scaled)
 EB4067
 EB4067                          SUPERSEDED SURVEY CONTROL
 EB4067
 EB4067.No superseded survey control is available for this station.
 EB4067
 EB4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU560072(NAD 83)
 EB4067_MARKER: DD = SURVEY DISK
 EB4067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4067_SP_SET: CONCRETE POST
 EB4067_STAMPING: 17 007 1993
 EB4067_MARK LOGO: SCGS  
 EB4067_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4067+STABILITY: SURFACE MOTION
 EB4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4067+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4067
 EB4067  HISTORY     - Date     Condition        Report By
 EB4067  HISTORY     - 1993     MONUMENTED       SCGS
 EB4067
 EB4067                          STATION DESCRIPTION
 EB4067
 EB4067'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4067'STATION IS LOCATED 4.25 MILES (6.84 KM) SOUTHEAST OF DILLON, 5.15
 EB4067'MILES (8.29 KM) NORTHEAST OF FLOYDALE. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4067'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4067'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4067'HIGHWAYS 9 (MAIN STREET), 57 AND STATE ROAD 76 (OLD MARION ROAD),
 EB4067'0.75 MILE (1.21 KM) SOUTHEAST OF DILLON, GO SOUTHEAST ON HIGHWAY 9
 EB4067'FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 30 LEFT, BEAR
 EB4067'RIGHT ON HIGHWAY 9 FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF STATE
 EB4067'ROADS 34 RIGHT AND 858 LEFT AND THE STATION ON THE RIGHT IN THE
 EB4067'SOUTHEAST ANGLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4067'1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 72.0 FEET (21.9 M) SOUTH
 EB4067'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 63.0 FEET (19.2 M) EAST
 EB4067'NORTHEAST OF THE CENTER OF ROAD 34, 104.0 FEET (31.7 M) EAST
 EB4067'SOUTHEAST OF THE EXTENDED CENTER OF ROAD 858, 41.1 FEET (12.5 M) WEST
 EB4067'SOUTHWEST OF A POWER POLE CJ14, 17.5 FEET (5.3 M) WEST NORTHWEST OF A
 EB4067'1.3-FOOT DOUBLE TRUNKED SWEET GUM TREE WITH A SCGS REFERENCE WASHER
 EB4067'ATTACHED, 2.0 FEET (0.6 M) NORTH NORTHWEST OF A WITNESS POST.
 EB4067'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4068 ***********************************************************************
 EB4068  DESIGNATION -  17 008
 EB4068  PID         -  EB4068
 EB4068  STATE/COUNTY-  SC/DILLON
 EB4068  USGS QUAD   -  DILLON EAST (1982)
 EB4068
 EB4068                         *CURRENT SURVEY CONTROL
 EB4068  ___________________________________________________________________
 EB4068* NAD 83(1986)-  34 23 24.     (N)    079 17 10.     (W)     SCALED    
 EB4068* NAVD 88     -        32.527  (meters)     106.72   (feet)  ADJUSTED  
 EB4068  ___________________________________________________________________
 EB4068  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 EB4068  DYNAMIC HT  -          32.496 (meters)     106.61  (feet)  COMP
 EB4068  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EB4068
 EB4068  VERT ORDER  -  FIRST     CLASS II
 EB4068
 EB4068.The horizontal coordinates were scaled from a topographic map and have
 EB4068.an estimated accuracy of +/- 6 seconds.
 EB4068
 EB4068.The orthometric height was determined by differential leveling
 EB4068.and adjusted by the National Geodetic Survey in June 1994..
 EB4068
 EB4068.The geoid height was determined by GEOID03.
 EB4068
 EB4068.The dynamic height is computed by dividing the NAVD 88
 EB4068.geopotential number by the normal gravity value computed on the
 EB4068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4068.degrees latitude (g = 980.6199 gals.).
 EB4068
 EB4068.The modeled gravity was interpolated from observed gravity values.
 EB4068
 EB4068;                    North         East    Units  Estimated Accuracy
 EB4068;SPC SC       -   284,840.      767,180.      MT  (+/- 180 meters Scaled)
 EB4068
 EB4068                          SUPERSEDED SURVEY CONTROL
 EB4068
 EB4068.No superseded survey control is available for this station.
 EB4068
 EB4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU575067(NAD 83)
 EB4068_MARKER: DD = SURVEY DISK
 EB4068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4068_SP_SET: CONCRETE POST
 EB4068_STAMPING: 17 008 1993
 EB4068_MARK LOGO: SCGS  
 EB4068_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4068+STABILITY: SURFACE MOTION
 EB4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4068+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4068
 EB4068  HISTORY     - Date     Condition        Report By
 EB4068  HISTORY     - 1993     MONUMENTED       SCGS
 EB4068
 EB4068                          STATION DESCRIPTION
 EB4068
 EB4068'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4068'STATION IS LOCATED 5.1 MILES (8.2 KM) SOUTHEAST OF DILLON, 7.6 MILES
 EB4068'(12.2 KM) NORTHWEST OF LAKE VIEW. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4068'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4068'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4068'HIGHWAYS 9 (MAIN STREET), 57 AND STATE ROAD 76 (OLD MARION ROAD),
 EB4068'0.75 MILE (1.21 KM) SOUTHEAST OF DILLON, GO SOUTHEAST ON HIGHWAY 9
 EB4068'FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 30 LEFT, BEAR
 EB4068'RIGHT ON HIGHWAY 9 FOR 2.45 MILES (3.94 KM) TO THE JUNCTION OF STATE
 EB4068'ROAD 657 AND THE STATION NEAR TWO GUY WIRES IN THE WEST ANGLE OF THE
 EB4068'JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5
 EB4068'FEET (0.8 M) BELOW THE HIGHWAY, 30.0 FEET (9.1 M) NORTH NORTHWEST OF
 EB4068'THE CENTER POINT OF A METAL DISK SET INTO THE TOP OF A CONCRETE POST
 EB4068'INSCRIBED M/V ON THE NORTHWEST SIDE OF ROAD 657, 28.8 FEET (8.8 M)
 EB4068'NORTHWEST OF A POWER POLE 3/27 WITH TWO GUY WIRES, 51.5 FEET (15.7 M)
 EB4068'SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 57.2 FEET (17.4 M) NORTH
 EB4068'NORTHWEST OF THE CENTER OF THE ROAD, 54.7 FEET (16.7 M) WEST OF THE
 EB4068'NORTHWEST END OF A 4.0-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 657,
 EB4068'153.8 FEET (46.9 M) EAST SOUTHEAST OF THE SOUTHEAST END OF A 4.0-FOOT
 EB4068'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING SOUTHWEST, 18.8 FEET
 EB4068'(5.7 M) WEST OF A POWER POLE CJ42 WITH GUY WIRE, 3.6 FEET (1.1 M)
 EB4068'EAST SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4069 ***********************************************************************
 EB4069  DESIGNATION -  17 009
 EB4069  PID         -  EB4069
 EB4069  STATE/COUNTY-  SC/DILLON
 EB4069  USGS QUAD   -  GADDYSVILLE (1962)
 EB4069
 EB4069                         *CURRENT SURVEY CONTROL
 EB4069  ___________________________________________________________________
 EB4069* NAD 83(1986)-  34 22 54.     (N)    079 14 48.     (W)     SCALED    
 EB4069* NAVD 88     -        32.154  (meters)     105.49   (feet)  ADJUSTED  
 EB4069  ___________________________________________________________________
 EB4069  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 EB4069  DYNAMIC HT  -          32.123 (meters)     105.39  (feet)  COMP
 EB4069  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EB4069
 EB4069  VERT ORDER  -  FIRST     CLASS II
 EB4069
 EB4069.The horizontal coordinates were scaled from a topographic map and have
 EB4069.an estimated accuracy of +/- 6 seconds.
 EB4069
 EB4069.The orthometric height was determined by differential leveling
 EB4069.and adjusted by the National Geodetic Survey in June 1994..
 EB4069
 EB4069.The geoid height was determined by GEOID03.
 EB4069
 EB4069.The dynamic height is computed by dividing the NAVD 88
 EB4069.geopotential number by the normal gravity value computed on the
 EB4069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4069.degrees latitude (g = 980.6199 gals.).
 EB4069
 EB4069.The modeled gravity was interpolated from observed gravity values.
 EB4069
 EB4069;                    North         East    Units  Estimated Accuracy
 EB4069;SPC SC       -   283,970.      770,830.      MT  (+/- 180 meters Scaled)
 EB4069
 EB4069                          SUPERSEDED SURVEY CONTROL
 EB4069
 EB4069.No superseded survey control is available for this station.
 EB4069
 EB4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU611058(NAD 83)
 EB4069_MARKER: DD = SURVEY DISK
 EB4069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4069_SP_SET: CONCRETE POST
 EB4069_STAMPING: 17 009 1993
 EB4069_MARK LOGO: SCGS  
 EB4069_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4069+STABILITY: SURFACE MOTION
 EB4069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4069+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4069
 EB4069  HISTORY     - Date     Condition        Report By
 EB4069  HISTORY     - 1993     MONUMENTED       SCGS
 EB4069
 EB4069                          STATION DESCRIPTION
 EB4069
 EB4069'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4069'STATION IS LOCATED 7.5 MILES (12.1 KM) SOUTHEAST OF DILLON, 5.2 MILES
 EB4069'(8.4 KM) NORTHWEST OF LAKE VIEW. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4069'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4069'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4069'HIGHWAYS 9 (MAIN STREET), 57 AND STATE ROAD 76 (OLD MARION ROAD),
 EB4069'0.75 MILE (1.21 KM) EAST OF DILLON, GO SOUTHEAST ON HIGHWAY 9 FOR 2.1
 EB4069'MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 30 LEFT, BEAR RIGHT ON
 EB4069'HIGHWAY 9 FOR 3.7 MILES (6.0 KM) TO THE JUNCTION OF STATE ROAD 22,
 EB4069'CONTINUE ON HIGHWAY 9 FOR 1.0 MILE (1.6 KM) TO A DRIVEWAY RIGHT AT AN
 EB4069'OLD TENANT HOUSE AND THE STATION NEAR AN OLD DOGWOOD TREE IN THE
 EB4069'SOUTHWEST ANGLE, 0.4 MILE (0.6 KM) WEST SOUTHWEST OF THE JUNCTION OF
 EB4069'STATE ROAD 58. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4069'0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 28.6 FEET (8.7 M) SOUTH
 EB4069'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 6.0 FEET (1.8 M) EAST
 EB4069'SOUTHEAST OF THE 1.4-FOOT DOGWOOD TREE WITH A SCGS REFERENCE WASHER
 EB4069'ATTACHED, 42.0 FEET (12.8 M) NORTH NORTHWEST OF THE NORTHWEST CORNER
 EB4069'OF THE BRICK FOUNDATION PIER AT THE NORTHWEST CORNER OF THE HOUSE,
 EB4069'8.6 FEET (2.6 M) EAST NORTHEAST OF A WOODEN CORNER FENCE POST, 55.0
 EB4069'FEET (16.8 M) WEST NORTHWEST OF THE NORTHEAST CORNER OF THE BRICK
 EB4069'FOUNDATION POST AT THE NORTHEAST CORNER OF THE FRONT PORCH OF THE
 EB4069'HOUSE, 2.3 FEET (0.7 M) EAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4070 ***********************************************************************
 EB4070  DESIGNATION -  17 010
 EB4070  PID         -  EB4070
 EB4070  STATE/COUNTY-  SC/DILLON
 EB4070  USGS QUAD   -  GADDYSVILLE (1962)
 EB4070
 EB4070                         *CURRENT SURVEY CONTROL
 EB4070  ___________________________________________________________________
 EB4070* NAD 83(1986)-  34 22 51.     (N)    079 13 48.     (W)     SCALED    
 EB4070* NAVD 88     -        31.996  (meters)     104.97   (feet)  ADJUSTED  
 EB4070  ___________________________________________________________________
 EB4070  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EB4070  DYNAMIC HT  -          31.965 (meters)     104.87  (feet)  COMP
 EB4070  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 EB4070
 EB4070  VERT ORDER  -  FIRST     CLASS II
 EB4070
 EB4070.The horizontal coordinates were scaled from a topographic map and have
 EB4070.an estimated accuracy of +/- 6 seconds.
 EB4070
 EB4070.The orthometric height was determined by differential leveling
 EB4070.and adjusted by the National Geodetic Survey in June 1994..
 EB4070
 EB4070.The geoid height was determined by GEOID03.
 EB4070
 EB4070.The dynamic height is computed by dividing the NAVD 88
 EB4070.geopotential number by the normal gravity value computed on the
 EB4070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4070.degrees latitude (g = 980.6199 gals.).
 EB4070
 EB4070.The modeled gravity was interpolated from observed gravity values.
 EB4070
 EB4070;                    North         East    Units  Estimated Accuracy
 EB4070;SPC SC       -   283,910.      772,360.      MT  (+/- 180 meters Scaled)
 EB4070
 EB4070                          SUPERSEDED SURVEY CONTROL
 EB4070
 EB4070.No superseded survey control is available for this station.
 EB4070
 EB4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU627058(NAD 83)
 EB4070_MARKER: DD = SURVEY DISK
 EB4070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4070_SP_SET: CONCRETE POST
 EB4070_STAMPING: 17 010 1993
 EB4070_MARK LOGO: SCGS  
 EB4070_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4070+STABILITY: SURFACE MOTION
 EB4070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4070+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4070
 EB4070  HISTORY     - Date     Condition        Report By
 EB4070  HISTORY     - 1993     MONUMENTED       SCGS
 EB4070
 EB4070                          STATION DESCRIPTION
 EB4070
 EB4070'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4070'STATION IS LOCATED 8.25 MILES (13.28 KM) SOUTHEAST OF DILLON, 4.5
 EB4070'MILES (7.2 KM) NORTHWEST OF LAKE VIEW. OWNERSHIP--COLSON BAY FARMS,
 EB4070'ATTENTION-MR ROGERS. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4070'HIGHWAYS 9 AND 41 IN LAKE VIEW, GO WEST ON HIGHWAY 9 FOR 3.75 MILES
 EB4070'(6.03 KM) TO THE JUNCTION OF STATE ROAD 74 LEFT, CONTINUE ON HIGHWAY
 EB4070'9 FOR 0.8 MILE (1.3 KM) TO A DRIVEWAY LEFT LEADING TO THE CARPORT AT
 EB4070'A HOME AT COLSON BAY FARMS AND THE STATION IN THE WEST ANGLE. STATION
 EB4070'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW
 EB4070'THE HIGHWAY, 40.2 FEET (12.3 M) SOUTHWEST OF THE CENTER OF THE
 EB4070'HIGHWAY, 30.5 FEET (9.3 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY,
 EB4070'66.5 FEET (20.3 M) NORTHWEST OF A FIRE HYDRANT, 154.0 FEET (46.9 M)
 EB4070'EAST OF THE EAST CORNER OF THE BRICK FOUNDATION AT THE CARPORT OF THE
 EB4070'HOUSE, 111.0 FEET (33.8 M) SOUTHEAST OF A 5.0-FOOT LIVE OAK TREE IN
 EB4070'THE CIRCLE DRIVEWAY IN FRONT OF THE HOUSE. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4071 ***********************************************************************
 EB4071  DESIGNATION -  17 011
 EB4071  PID         -  EB4071
 EB4071  STATE/COUNTY-  SC/DILLON
 EB4071  USGS QUAD   -  LAKE VIEW (1962)
 EB4071
 EB4071                         *CURRENT SURVEY CONTROL
 EB4071  ___________________________________________________________________
 EB4071* NAD 83(1986)-  34 22 17.     (N)    079 13 20.     (W)     SCALED    
 EB4071* NAVD 88     -        31.120  (meters)     102.10   (feet)  ADJUSTED  
 EB4071  ___________________________________________________________________
 EB4071  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 EB4071  DYNAMIC HT  -          31.090 (meters)     102.00  (feet)  COMP
 EB4071  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 EB4071
 EB4071  VERT ORDER  -  FIRST     CLASS II
 EB4071
 EB4071.The horizontal coordinates were scaled from a topographic map and have
 EB4071.an estimated accuracy of +/- 6 seconds.
 EB4071
 EB4071.The orthometric height was determined by differential leveling
 EB4071.and adjusted by the National Geodetic Survey in June 1994..
 EB4071
 EB4071.The geoid height was determined by GEOID03.
 EB4071
 EB4071.The dynamic height is computed by dividing the NAVD 88
 EB4071.geopotential number by the normal gravity value computed on the
 EB4071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4071.degrees latitude (g = 980.6199 gals.).
 EB4071
 EB4071.The modeled gravity was interpolated from observed gravity values.
 EB4071
 EB4071;                    North         East    Units  Estimated Accuracy
 EB4071;SPC SC       -   282,870.      773,090.      MT  (+/- 180 meters Scaled)
 EB4071
 EB4071                          SUPERSEDED SURVEY CONTROL
 EB4071
 EB4071.No superseded survey control is available for this station.
 EB4071
 EB4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU634047(NAD 83)
 EB4071_MARKER: DD = SURVEY DISK
 EB4071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4071_SP_SET: CONCRETE POST
 EB4071_STAMPING: 17 011 1993
 EB4071_MARK LOGO: SCGS  
 EB4071_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4071+STABILITY: SURFACE MOTION
 EB4071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4071+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4071
 EB4071  HISTORY     - Date     Condition        Report By
 EB4071  HISTORY     - 1993     MONUMENTED       SCGS
 EB4071
 EB4071                          STATION DESCRIPTION
 EB4071
 EB4071'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4071'STATION IS LOCATED 3.6 MILES (5.8 KM) NORTHWEST OF LAKE VIEW, 9.0
 EB4071'MILES (14.5 KM) SOUTHEAST OF DILLON. OWNERSHIP--BETTY ARNETTE, ROUTE
 EB4071'1, BOX 584, LAKE VIEW, SC 29563, PHONE 803-759-2657. TO REACH THE
 EB4071'STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 41 IN LAKE VIEW, GO
 EB4071'WEST ON HIGHWAY 9 FOR 3.65 MILES (5.87 KM) TO A DRIVEWAY LEFT LEADING
 EB4071'TO A SMALL CEDAR-SIDED HOUSE AND THE STATION IN THE NORTH CORNER OF
 EB4071'THE YARD, 0.05 MILE (0.08 KM) SOUTHEAST OF THE JUNCTION OF STATE ROAD
 EB4071'74. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET
 EB4071'(0.5 M) BELOW THE HIGHWAY, 43.2 FEET (13.2 M) WEST OF THE CENTER OF A
 EB4071'METAL BELL SYSTEM MAN HOLE COVER IN THE SOUTHWEST SHOULDER OF THE
 EB4071'HIGHWAY, 38.5 FEET (11.7 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 EB4071'15.6 FEET (4.8 M) SOUTHWEST OF THE CENTER POINT OF A METAL DISK SET
 EB4071'INTO THE TOP OF A CONCRETE POST INSCRIBED M/V ON THE SOUTHWEST SIDE
 EB4071'OF THE HIGHWAY, 98.8 FEET (30.1 M) EAST OF A FIRE HYDRANT, 49.0 FEET
 EB4071'(14.9 M) NORTH OF A POWER POLE WITH A TRANSFORMER, 66.5 FEET
 EB4071'(20.3 M) WEST NORTHWEST OF THE NORTHWEST END OF A 1.4-FOOT CONCRETE
 EB4071'PIPE CULVERT BENEATH A DRIVEWAY THE DRIVEWAY TO THE CEDAR-SIDED
 EB4071'HOUSE, 33.4 FEET (10.2 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED
 EB4071'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4072 ***********************************************************************
 EB4072  DESIGNATION -  17 012
 EB4072  PID         -  EB4072
 EB4072  STATE/COUNTY-  SC/DILLON
 EB4072  USGS QUAD   -  LAKE VIEW (1962)
 EB4072
 EB4072                         *CURRENT SURVEY CONTROL
 EB4072  ___________________________________________________________________
 EB4072* NAD 83(1986)-  34 21 56.     (N)    079 12 36.     (W)     SCALED    
 EB4072* NAVD 88     -        30.459  (meters)      99.93   (feet)  ADJUSTED  
 EB4072  ___________________________________________________________________
 EB4072  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 EB4072  DYNAMIC HT  -          30.430 (meters)      99.84  (feet)  COMP
 EB4072  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 EB4072
 EB4072  VERT ORDER  -  FIRST     CLASS II
 EB4072
 EB4072.The horizontal coordinates were scaled from a topographic map and have
 EB4072.an estimated accuracy of +/- 6 seconds.
 EB4072
 EB4072.The orthometric height was determined by differential leveling
 EB4072.and adjusted by the National Geodetic Survey in June 1994..
 EB4072
 EB4072.The geoid height was determined by GEOID03.
 EB4072
 EB4072.The dynamic height is computed by dividing the NAVD 88
 EB4072.geopotential number by the normal gravity value computed on the
 EB4072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4072.degrees latitude (g = 980.6199 gals.).
 EB4072
 EB4072.The modeled gravity was interpolated from observed gravity values.
 EB4072
 EB4072;                    North         East    Units  Estimated Accuracy
 EB4072;SPC SC       -   282,240.      774,230.      MT  (+/- 180 meters Scaled)
 EB4072
 EB4072                          SUPERSEDED SURVEY CONTROL
 EB4072
 EB4072.No superseded survey control is available for this station.
 EB4072
 EB4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU646041(NAD 83)
 EB4072_MARKER: DD = SURVEY DISK
 EB4072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4072_SP_SET: CONCRETE POST
 EB4072_STAMPING: 17 012 1993
 EB4072_MARK LOGO: SCGS  
 EB4072_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4072+STABILITY: SURFACE MOTION
 EB4072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4072+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2001
 EB4072
 EB4072  HISTORY     - Date     Condition        Report By
 EB4072  HISTORY     - 1993     MONUMENTED       SCGS
 EB4072  HISTORY     - 20010906 GOOD             SCGS
 EB4072
 EB4072                          STATION DESCRIPTION
 EB4072
 EB4072'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4072'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHWEST OF LAKE VIEW.
 EB4072'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4072'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4072'JUNCTION OF STATE HIGHWAYS 9 AND 41 IN LAKE VIEW, GO WEST ON HIGHWAY
 EB4072'9 FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF STATE ROAD 171 LEFT,
 EB4072'CONTINUE ON HIGHWAY 9 FOR 0.6 MILE (1.0 KM) TO A DRIVEWAY LEFT
 EB4072'LEADING TO HOUSE NUMBER 452 AND THE STATION NEAR A METAL WATER METER
 EB4072'COVER IN THE SOUTHEAST ANGLE. STATION IS A CONCRETE POST FLUSH WITH
 EB4072'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 101.0 FEET
 EB4072'(30.8 M) NORTHWEST OF A POWER POLE 20E/15, 86.0 FEET (26.2 M) EAST OF
 EB4072'A 2.0-FOOT OAK TREE IN FRONT OF THE HOUSE, 32.8 FEET (10.0 M) SOUTH
 EB4072'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 14.5 FEET (4.4 M) SOUTHEAST
 EB4072'OF THE SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EB4072'DRIVEWAY LEADING TO THE HOUSE, 11.0 FEET (3.4 M) WEST OF THE
 EB4072'NORTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY
 EB4072'LEADING TO A WORK SHED, 3.8 FEET (1.2 M) NORTHWEST OF THE CENTER OF
 EB4072'THE METAL WATER METER COVER, 148.5 FEET (45.3 M) NORTHEAST OF THE
 EB4072'EAST CORNER OF THE BRICK WALL AT THE CARPORT OF THE HOUSE, 1.4 FEET
 EB4072'(0.4 M) NORTH NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4072
 EB4072                          STATION RECOVERY (2001)
 EB4072
 EB4072'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4072'STATION IS LOCATED 2.9 MILES (4.7 KM) WEST NORTHWEST OF LAKE VIEW, 9.9
 EB4072'MILES (15.9 KM) EAST SOUTHEAST OF DILLON.  OWNERSHIP--SCDOT, DIRECTOR
 EB4072'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB4072'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4072'HIGHWAYS 41 (RICHARD TEMPLE BOULEVARD) , 9 (WEST THIRD STREET) AND
 EB4072'STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, GO WEST ON HIGHWAY 9 FOR
 EB4072'2.9 MILES (4.7 KM) TO THE STATION ON THE LEFT IN THE SOUTH ANGLE OF
 EB4072'THE PAVED DRIVEWAY LEADING TO BRICK HOUSE NUMBER 2325.  STATION IS A
 EB4072'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 EB4072'HIGHWAY, 32.2 FEET (9.8 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 EB4072'23.8 FEET (7.3 M) SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 19.0 FEET
 EB4072'(5.8 M) NORTHWEST OF THE CENTER OF A DIRT FIELD ACCESS ROAD LEADING
 EB4072'SOUTHWEST, 11.0 FEET (3.4 M) WEST OF THE NORTHWEST END OF A 1.3-FOOT
 EB4072'CONCRETE PIPE CULVERT BENEATH THE FIELD ACCESS ROAD, 4.0 FEET (1.2 M)
 EB4072'NORTHWEST OF THE CENTER OF AN OVAL METAL WATER METER COVER, 1.5 FEET
 EB4072'(0.5 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4073 ***********************************************************************
 EB4073  DESIGNATION -  17 013
 EB4073  PID         -  EB4073
 EB4073  STATE/COUNTY-  SC/DILLON
 EB4073  USGS QUAD   -  LAKE VIEW (1962)
 EB4073
 EB4073                         *CURRENT SURVEY CONTROL
 EB4073  ___________________________________________________________________
 EB4073* NAD 83(1986)-  34 21 26.     (N)    079 11 54.     (W)     SCALED    
 EB4073* NAVD 88     -        27.382  (meters)      89.84   (feet)  ADJUSTED  
 EB4073  ___________________________________________________________________
 EB4073  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 EB4073  DYNAMIC HT  -          27.356 (meters)      89.75  (feet)  COMP
 EB4073  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 EB4073
 EB4073  VERT ORDER  -  FIRST     CLASS II
 EB4073
 EB4073.The horizontal coordinates were scaled from a topographic map and have
 EB4073.an estimated accuracy of +/- 6 seconds.
 EB4073
 EB4073.The orthometric height was determined by differential leveling
 EB4073.and adjusted by the National Geodetic Survey in June 1994..
 EB4073
 EB4073.The geoid height was determined by GEOID03.
 EB4073
 EB4073.The dynamic height is computed by dividing the NAVD 88
 EB4073.geopotential number by the normal gravity value computed on the
 EB4073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4073.degrees latitude (g = 980.6199 gals.).
 EB4073
 EB4073.The modeled gravity was interpolated from observed gravity values.
 EB4073
 EB4073;                    North         East    Units  Estimated Accuracy
 EB4073;SPC SC       -   281,340.      775,320.      MT  (+/- 180 meters Scaled)
 EB4073
 EB4073                          SUPERSEDED SURVEY CONTROL
 EB4073
 EB4073.No superseded survey control is available for this station.
 EB4073
 EB4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU656032(NAD 83)
 EB4073_MARKER: DD = SURVEY DISK
 EB4073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4073_SP_SET: CONCRETE POST
 EB4073_STAMPING: 17 013 1993
 EB4073_MARK LOGO: SCGS  
 EB4073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4073+STABILITY: SURFACE MOTION
 EB4073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4073+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2001
 EB4073
 EB4073  HISTORY     - Date     Condition        Report By
 EB4073  HISTORY     - 1993     MONUMENTED       SCGS
 EB4073  HISTORY     - 20010906 GOOD             SCGS
 EB4073
 EB4073                          STATION DESCRIPTION
 EB4073
 EB4073'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4073'STATION IS LOCATED 2.15 MILES (3.46 KM) NORTHWEST OF LAKE VIEW.
 EB4073'OWNERSHIP--DANNY NANCE, P.O. BOX 218, LAKE VIEW, SC 29563, PHONE
 EB4073'803-759-2247. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4073'HIGHWAYS 9 AND 41 IN LAKE VIEW, GO WEST ON HIGHWAY 9 FOR 1.75 MILES
 EB4073'(2.82 KM) TO THE JUNCTION OF STATE ROAD 88, CONTINUE ON HIGHWAY 9 FOR
 EB4073'0.25 MILE (0.40 KM) TO AN ACCESS ROAD LEFT LEADING TO THE SPILLWAY AT
 EB4073'FLOWERS POND AND THE STATION IN THE SOUTH ANGLE. STATION IS A
 EB4073'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 66.1
 EB4073'FEET (20.1 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 17.3 FEET
 EB4073'(5.3 M) SOUTH OF A POWER POLE NUMBER 4 WITH A GUY WIRE, 4.6 FEET
 EB4073'(1.4 M) NORTHWEST OF THE GUY WIRE ANCHOR, 170.5 FEET (52.0 M)
 EB4073'SOUTHEAST OF THE CENTER OF A CONCRETE SPILLWAY LEADING TO A CULVERT
 EB4073'BENEATH THE HIGHWAY, 41.6 FEET (12.7 M) SOUTH SOUTHWEST OF THE
 EB4073'NORTHWEST END OF A 4.0-FOOT CONCRETE PIPE CULVERT BENEATH THE ACCESS
 EB4073'ROAD THAT PARALLELS THE HIGHWAY, 1.5 FEET (0.5 M) NORTHEAST OF A
 EB4073'WITNESS POST. DESCRIBED BY T. HALL.
 EB4073
 EB4073                          STATION RECOVERY (2001)
 EB4073
 EB4073'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4073'STATION IS LOCATED 2.05 MILES (3.30 KM) WEST NORTHWEST OF LAKE VIEW,
 EB4073'10.7 MILES (17.2 KM) EAST SOUTHEAST OF DILLON.  OWNERSHIP--DANNY
 EB4073'NANCE, 2014 HIGHWAY 9, LAKE VIEW, SC 29563.  TO REACH THE STATION FROM
 EB4073'THE JUNCTION OF STATE HIGHWAYS 41 (RICHARD TEMPLE BOULEVARD) , 9 (WEST
 EB4073'THIRD STREET) AND STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, GO WEST
 EB4073'ON HIGHWAY 9 FOR 2.0 MILES (3.2 KM) TO THE STATION ON THE LEFT NEAR
 EB4073'THE SOUTHWEST CORNER OF THE FLOWERS POND DAM.  STATION IS A CONCRETE
 EB4073'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 66.0 FEET (20.1
 EB4073'M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 17.4 FEET (5.3 M)
 EB4073'SOUTH OF A POWER POLE 4/B, 17.4 FEET (5.3 M) SOUTH SOUTHEAST OF A
 EB4073'BILLBOARD SUPPORT POST WITH TAG NUMBER 05-17-615968 ATTACHED, 38.4
 EB4073'FEET (11.7 M) WEST SOUTHWEST OF THE SOUTHEAST END OF A 1.3-FOOT
 EB4073'CONCRETE PIPE CULVERT BENEATH A DIRT FIELD ACCESS ROAD LEADING
 EB4073'SOUTHWEST, 1.4 FEET (0.4 M) EAST NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4074 ***********************************************************************
 EB4074  DESIGNATION -  17 014
 EB4074  PID         -  EB4074
 EB4074  STATE/COUNTY-  SC/DILLON
 EB4074  USGS QUAD   -  LAKE VIEW (1962)
 EB4074
 EB4074                         *CURRENT SURVEY CONTROL
 EB4074  ___________________________________________________________________
 EB4074* NAD 83(1986)-  34 20 48.     (N)    079 11 14.     (W)     SCALED    
 EB4074* NAVD 88     -        27.966  (meters)      91.75   (feet)  ADJUSTED  
 EB4074  ___________________________________________________________________
 EB4074  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 EB4074  DYNAMIC HT  -          27.939 (meters)      91.66  (feet)  COMP
 EB4074  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 EB4074
 EB4074  VERT ORDER  -  FIRST     CLASS II
 EB4074
 EB4074.The horizontal coordinates were scaled from a topographic map and have
 EB4074.an estimated accuracy of +/- 6 seconds.
 EB4074
 EB4074.The orthometric height was determined by differential leveling
 EB4074.and adjusted by the National Geodetic Survey in June 1994..
 EB4074
 EB4074.The geoid height was determined by GEOID03.
 EB4074
 EB4074.The dynamic height is computed by dividing the NAVD 88
 EB4074.geopotential number by the normal gravity value computed on the
 EB4074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4074.degrees latitude (g = 980.6199 gals.).
 EB4074
 EB4074.The modeled gravity was interpolated from observed gravity values.
 EB4074
 EB4074;                    North         East    Units  Estimated Accuracy
 EB4074;SPC SC       -   280,190.      776,360.      MT  (+/- 180 meters Scaled)
 EB4074
 EB4074                          SUPERSEDED SURVEY CONTROL
 EB4074
 EB4074.No superseded survey control is available for this station.
 EB4074
 EB4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU667020(NAD 83)
 EB4074_MARKER: DD = SURVEY DISK
 EB4074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4074_SP_SET: CONCRETE POST
 EB4074_STAMPING: 17 014 1993
 EB4074_MARK LOGO: SCGS  
 EB4074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4074+STABILITY: SURFACE MOTION
 EB4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4074+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 EB4074
 EB4074  HISTORY     - Date     Condition        Report By
 EB4074  HISTORY     - 1993     MONUMENTED       SCGS
 EB4074  HISTORY     - 20010905 GOOD             SCGS
 EB4074
 EB4074                          STATION DESCRIPTION
 EB4074
 EB4074'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4074'STATION IS LOCATED 1.2 MILES (1.9 KM) WEST OF LAKE VIEW.
 EB4074'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4074'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4074'JUNCTION OF STATE HIGHWAYS 9 AND 41 IN LAKE VIEW, GO WEST ON HIGHWAY
 EB4074'9 FOR 1.0 MILE (1.6 KM) TO A SAND ROAD LEFT LEADING TO A WOODEN HOUSE
 EB4074'AND THE STATION NEAR FOUR POWER POLES IN THE WEST ANGLE. STATION IS A
 EB4074'CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE
 EB4074'HIGHWAY, 4.1 FEET (1.2 M) EAST OF AN UNUSED POWER LINE STUB POLE WITH
 EB4074'A SCGS REFERENCE WASHER ATTACHED, 43.7 FEET (13.3 M) SOUTHWEST OF THE
 EB4074'CENTER OF THE HIGHWAY, 35.0 FEET (10.7 M) NORTHWEST OF THE NORTH END
 EB4074'OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 16.2 FEET
 EB4074'(4.9 M) NORTHEAST OF A POWER POLE WITH GUY WIRE, 3.2 FEET (1.0 M)
 EB4074'WEST OF POWER POLE 20F2/5, 3.7 FEET (1.1 M) SOUTH SOUTHWEST OF A POWER
 EB4074'POLE NUMBER 05-17-615820, 2.9 FEET (0.9 M) NORTH OF A WITNESS POST.
 EB4074'DESCRIBED BY T. HALL.
 EB4074
 EB4074                          STATION RECOVERY (2001)
 EB4074
 EB4074'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4074'STATION IS LOCATED 1.25 MILES (2.01 KM) WEST OF LAKE VIEW, 11.55 MILES
 EB4074'(18.59 KM) EAST SOUTHEAST OF DILLON.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB4074'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB4074'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4074'HIGHWAYS 41 (RICHARD TEMPLE BOULEVARD) , 9 (WEST THIRD STREET) AND
 EB4074'STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, GO WEST ON HIGHWAY 9 FOR
 EB4074'1.05 MILES (1.69 KM) TO THE STATION NEAR FOUR POWER POLES IN THE WEST
 EB4074'ANGLE OF A SAND ROAD (ROGERS DRIVE) .  STATION IS A CONCRETE POST
 EB4074'RECESSED 0.1 FOOT (3.0 CM) AND 3.0 FEET (0.9 M) ABOVE THE HIGHWAY,
 EB4074'43.4 FEET (13.2 M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.7
 EB4074'FEET (1.1 M) SOUTH SOUTHWEST OF AN UNUSED POWER POLE NUMBER
 EB4074'05-17-615820, 4.1 FEET (1.2 M) EAST OF AN UNUSED POWER POLE WITH A
 EB4074'SCGS REFERENCE WASHER ATTACHED, 3.5 FEET (1.1 M) WEST OF AN UNUSED
 EB4074'POWER POLE 20F2/7/A, 62.0 FEET (18.9 M) NORTH NORTHWEST OF THE CENTER
 EB4074'OF THE SAND ROAD, 2.8 FEET (0.9 M) NORTH NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4075 ***********************************************************************
 EB4075  DESIGNATION -  17 015
 EB4075  PID         -  EB4075
 EB4075  STATE/COUNTY-  SC/DILLON
 EB4075  USGS QUAD   -  LAKE VIEW (1962)
 EB4075
 EB4075                         *CURRENT SURVEY CONTROL
 EB4075  ___________________________________________________________________
 EB4075* NAD 83(1986)-  34 20 37.     (N)    079 10 51.     (W)     SCALED    
 EB4075* NAVD 88     -        26.092  (meters)      85.60   (feet)  ADJUSTED  
 EB4075  ___________________________________________________________________
 EB4075  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 EB4075  DYNAMIC HT  -          26.066 (meters)      85.52  (feet)  COMP
 EB4075  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 EB4075
 EB4075  VERT ORDER  -  FIRST     CLASS II
 EB4075
 EB4075.The horizontal coordinates were scaled from a topographic map and have
 EB4075.an estimated accuracy of +/- 6 seconds.
 EB4075
 EB4075.The orthometric height was determined by differential leveling
 EB4075.and adjusted by the National Geodetic Survey in June 1994..
 EB4075
 EB4075.The geoid height was determined by GEOID03.
 EB4075
 EB4075.The dynamic height is computed by dividing the NAVD 88
 EB4075.geopotential number by the normal gravity value computed on the
 EB4075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4075.degrees latitude (g = 980.6199 gals.).
 EB4075
 EB4075.The modeled gravity was interpolated from observed gravity values.
 EB4075
 EB4075;                    North         East    Units  Estimated Accuracy
 EB4075;SPC SC       -   279,860.      776,950.      MT  (+/- 180 meters Scaled)
 EB4075
 EB4075                          SUPERSEDED SURVEY CONTROL
 EB4075
 EB4075.No superseded survey control is available for this station.
 EB4075
 EB4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU673017(NAD 83)
 EB4075_MARKER: DD = SURVEY DISK
 EB4075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4075_SP_SET: CONCRETE POST
 EB4075_STAMPING: 17 015 1993
 EB4075_MARK LOGO: SCGS  
 EB4075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4075+STABILITY: SURFACE MOTION
 EB4075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4075+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2001
 EB4075
 EB4075  HISTORY     - Date     Condition        Report By
 EB4075  HISTORY     - 1993     MONUMENTED       SCGS
 EB4075  HISTORY     - 20010906 GOOD             SCGS
 EB4075
 EB4075                          STATION DESCRIPTION
 EB4075
 EB4075'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4075'STATION IS LOCATED 0.8 MILE (1.3 KM) WEST OF LAKE VIEW.
 EB4075'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4075'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4075'JUNCTION OF STATE HIGHWAYS 9 AND 41 IN LAKE VIEW, GO WEST ON HIGHWAY
 EB4075'9 FOR 0.6 MILE (1.0 KM) TO A DRIVEWAY RIGHT LEADING BEHIND A BRICK
 EB4075'HOUSE AND THE STATION NEAR A CONCRETE HEADWALL BEHIND A GUARDRAIL IN
 EB4075'THE NORTHEAST ANGLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EB4075'AND LEVEL WITH THE HIGHWAY, 55.2 FEET (16.8 M) SOUTHEAST OF A PVC
 EB4075'WATER SPIGOT IN THE FRONT YARD OF THE HOUSE, 28.4 FEET (8.7 M) NORTH
 EB4075'OF THE CENTER OF THE HIGHWAY, 11.5 FEET (3.5 M) WEST OF THE NORTHWEST
 EB4075'CORNER OF THE CONCRETE HEADWALL OF A CULVERT OF THE HIGHWAY, 99.8
 EB4075'FEET (30.4 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK
 EB4075'PORCH OF THE HOUSE, 26.5 FEET (8.1 M) EAST OF THE CENTER OF THE EAST
 EB4075'ONE OF TWO DRIVEWAYS LEADING BEHIND THE HOUSE, 7.8 FEET (2.4 M)
 EB4075'NORTHWEST OF A WOODEN GUARD RAIL POST WITH A SCGS REFERENCE WASHER
 EB4075'ATTACHED. DESCRIBED BY T. HALL.
 EB4075
 EB4075                          STATION RECOVERY (2001)
 EB4075
 EB4075'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4075'STATION IS LOCATED 0.9 MILE (1.4 KM) WEST OF LAKE VIEW, 12.0 MILES
 EB4075'(19.3 KM) EAST SOUTHEAST OF DILLON.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB4075'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB4075'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4075'HIGHWAYS 41 (RICHARD TEMPLE BOULEVARD) , 9 (WEST THIRD STREET) AND
 EB4075'STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, GO WEST ON HIGHWAY 9 FOR
 EB4075'0.6 MILE (1.0 KM) TO THE STATION ON THE RIGHT NEAR A BOX CULVERT
 EB4075'BENEATH THE HIGHWAY PROTECTED BY A METAL GUARDRAIL IN THE EAST ANGLE
 EB4075'OF THE CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 1502. STATION
 EB4075'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW
 EB4075'THE HIGHWAY, 28.0 FEET (8.5 M) NORTH NORTHEAST OF THE CENTER OF THE
 EB4075'HIGHWAY, 7.6 FEET (2.3 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF A
 EB4075'WOODEN GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 26.2 FEET
 EB4075'(8.0 M) EAST SOUTHEAST OF THE CENTER OF THE PAVED APRON LEADING TO THE
 EB4075'HOUSE, 9.0 FEET (2.7 M) SOUTHWEST OF THE EAST END OF A 1.3-FOOT METAL
 EB4075'PIPE CULVERT BENEATH THE DRIVEWAY TO THE HOUSE, 11.6 FEET (3.5 M) WEST
 EB4075'NORTHWEST OF THE WEST HEADWALL CORNER OF THE 6-FOOT BY 6-FOOT BOX
 EB4075'CULVERT BENEATH THE HIGHWAY, 6.9 FEET (2.1 M) EAST NORTHEAST OF A
 EB4075'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4076 ***********************************************************************
 EB4076  DESIGNATION -  17 016
 EB4076  PID         -  EB4076
 EB4076  STATE/COUNTY-  SC/DILLON
 EB4076  USGS QUAD   -  LAKE VIEW (1962)
 EB4076
 EB4076                         *CURRENT SURVEY CONTROL
 EB4076  ___________________________________________________________________
 EB4076* NAD 83(1986)-  34 20 36.     (N)    079 10 14.     (W)     SCALED    
 EB4076* NAVD 88     -        26.558  (meters)      87.13   (feet)  ADJUSTED  
 EB4076  ___________________________________________________________________
 EB4076  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 EB4076  DYNAMIC HT  -          26.532 (meters)      87.05  (feet)  COMP
 EB4076  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 EB4076
 EB4076  VERT ORDER  -  FIRST     CLASS II
 EB4076
 EB4076.The horizontal coordinates were scaled from a topographic map and have
 EB4076.an estimated accuracy of +/- 6 seconds.
 EB4076
 EB4076.The orthometric height was determined by differential leveling
 EB4076.and adjusted by the National Geodetic Survey in June 1994..
 EB4076
 EB4076.The geoid height was determined by GEOID03.
 EB4076
 EB4076.The dynamic height is computed by dividing the NAVD 88
 EB4076.geopotential number by the normal gravity value computed on the
 EB4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4076.degrees latitude (g = 980.6199 gals.).
 EB4076
 EB4076.The modeled gravity was interpolated from observed gravity values.
 EB4076
 EB4076;                    North         East    Units  Estimated Accuracy
 EB4076;SPC SC       -   279,840.      777,900.      MT  (+/- 180 meters Scaled)
 EB4076
 EB4076                          SUPERSEDED SURVEY CONTROL
 EB4076
 EB4076.No superseded survey control is available for this station.
 EB4076
 EB4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU682017(NAD 83)
 EB4076_MARKER: DD = SURVEY DISK
 EB4076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4076_SP_SET: CONCRETE POST
 EB4076_STAMPING: 17 016 1993
 EB4076_MARK LOGO: SCGS  
 EB4076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4076+STABILITY: SURFACE MOTION
 EB4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4076+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4076
 EB4076  HISTORY     - Date     Condition        Report By
 EB4076  HISTORY     - 1993     MONUMENTED       SCGS
 EB4076  HISTORY     - 20010906 GOOD             SCGS
 EB4076
 EB4076                          STATION DESCRIPTION
 EB4076
 EB4076'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4076'STATION IS LOCATED IN A GRASSY MEDIAN BETWEEN THE LANES OF STATE
 EB4076'HIGHWAY 41 ON THE NORTH SIDE OF THE JUNCTION OF STATE HIGHWAYS 41 AND
 EB4076'9 IN LAKE VIEW. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 EB4076'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A
 EB4076'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAYS, 5.0
 EB4076'FEET (1.5 M) EAST NORTHEAST OF A CONCRETE POST PROJECTING FIVE FEET,
 EB4076'5.2 FEET (1.6 M) WEST SOUTHWEST OF A METAL STREET LAMP POST WITH TWO
 EB4076'LIGHTS, 49.5 FEET (15.1 M) NORTH OF THE CENTER OF HIGHWAY 9, 25.7
 EB4076'FEET (7.8 M) NORTH NORTHWEST OF THE NORTHEAST BOUND LANES OF HIGHWAY
 EB4076'41, 21.2 FEET (6.5 M) SOUTH SOUTHEAST OF THE CENTER OF THE SOUTHWEST
 EB4076'BOUND LANES OF HIGHWAY 41, 4.3 FEET (1.3 M) WEST SOUTHWEST OF A
 EB4076'WITNESS POST. DESCRIBED BY T. HALL.
 EB4076
 EB4076                          STATION RECOVERY (2001)
 EB4076
 EB4076'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4076'STATION IS LOCATED NEAR A LAMP POST IN THE NORTHEAST GRASSY MEDIAN IN
 EB4076'THE JUNCTION OF STATE HIGHWAYS 9 (WEST THIRD AVENUE) , 41 (RICHARD
 EB4076'TEMPLE BOULEVARD) AND STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, 12.5
 EB4076'MILES (20.1 KM) EAST SOUTHEAST OF DILLON.  OWNERSHIP--SCDOT, DIRECTOR
 EB4076'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB4076'803-737-1350.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 EB4076'AND 1.0 FOOT (0.3 M) BELOW THE JUNCTION, 5.0 FEET (1.5 M) EAST
 EB4076'NORTHEAST OF A 0.3-FOOT SQUARE CONCRETE GAS LINE MARKER POST, 25.6
 EB4076'FEET (7.8 M) NORTH NORTHWEST OF THE CENTER OF THE EAST BOUND LANES OF
 EB4076'HIGHWAY 41, 20.9 FEET (6.4 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 EB4076'WEST BOUND LANES OF HIGHWAY 41, 49.0 FEET (14.9 M) NORTH OF THE CENTER
 EB4076'OF HIGHWAY 9, 5.4 FEET (1.6 M) WEST SOUTHWEST OF THE METAL LAMP POST
 EB4076'WITH TWO SECURITY LIGHTS, 4.5 FEET (1.4 M) WEST SOUTHWEST OF A WITNESS
 EB4076'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4077 ***********************************************************************
 EB4077  DESIGNATION -  17 017
 EB4077  PID         -  EB4077
 EB4077  STATE/COUNTY-  SC/DILLON
 EB4077  USGS QUAD   -  LAKE VIEW (1962)
 EB4077
 EB4077                         *CURRENT SURVEY CONTROL
 EB4077  ___________________________________________________________________
 EB4077* NAD 83(1986)-  34 20 22.     (N)    079 10 40.     (W)     SCALED    
 EB4077* NAVD 88     -        29.480  (meters)      96.72   (feet)  ADJUSTED  
 EB4077  ___________________________________________________________________
 EB4077  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 EB4077  DYNAMIC HT  -          29.452 (meters)      96.63  (feet)  COMP
 EB4077  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 EB4077
 EB4077  VERT ORDER  -  FIRST     CLASS II
 EB4077
 EB4077.The horizontal coordinates were scaled from a topographic map and have
 EB4077.an estimated accuracy of +/- 6 seconds.
 EB4077
 EB4077.The orthometric height was determined by differential leveling
 EB4077.and adjusted by the National Geodetic Survey in June 1994..
 EB4077
 EB4077.The geoid height was determined by GEOID03.
 EB4077
 EB4077.The dynamic height is computed by dividing the NAVD 88
 EB4077.geopotential number by the normal gravity value computed on the
 EB4077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4077.degrees latitude (g = 980.6199 gals.).
 EB4077
 EB4077.The modeled gravity was interpolated from observed gravity values.
 EB4077
 EB4077;                    North         East    Units  Estimated Accuracy
 EB4077;SPC SC       -   279,400.      777,240.      MT  (+/- 180 meters Scaled)
 EB4077
 EB4077                          SUPERSEDED SURVEY CONTROL
 EB4077
 EB4077.No superseded survey control is available for this station.
 EB4077
 EB4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU676012(NAD 83)
 EB4077_MARKER: DD = SURVEY DISK
 EB4077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4077_SP_SET: CONCRETE POST
 EB4077_STAMPING: 17 017 1993
 EB4077_MARK LOGO: SCGS  
 EB4077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4077+STABILITY: SURFACE MOTION
 EB4077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4077+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2001
 EB4077
 EB4077  HISTORY     - Date     Condition        Report By
 EB4077  HISTORY     - 1993     MONUMENTED       SCGS
 EB4077  HISTORY     - 20010906 GOOD             SCGS
 EB4077
 EB4077                          STATION DESCRIPTION
 EB4077
 EB4077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4077'STATION IS LOCATED 0.85 MILE (1.37 KM) SOUTHWEST OF LAKE VIEW.
 EB4077'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4077'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4077'JUNCTION OF STATE HIGHWAYS 9 (WEST 3RD AVENUE), 41 AND WAVERLY STREET
 EB4077'IN LAKE VIEW, GO WEST SOUTHWEST ON HIGHWAY 41 FOR 0.5 MILE (0.8 KM)
 EB4077'TO THE JUNCTION OF STATE ROAD 200 (WEST 8TH AVENUE) AND THE STATION
 EB4077'NEAR A BRICK SIGN FOR THE LAKE VIEW CEMETERY IN THE EAST ANGLE OF THE
 EB4077'JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EB4077'WITH THE HIGHWAY, 51.5 FEET (15.7 M) SOUTH SOUTHEAST OF THE CENTER OF
 EB4077'THE HIGHWAY, 23.4 FEET (7.1 M) NORTH NORTHEAST OF THE CENTER OF THE
 EB4077'ROAD, 7.0 FEET (2.1 M) SOUTH SOUTHEAST OF A FIBERGLASS WARNING POST
 EB4077'FOR AN UNDERGROUND CABLE, 3.0 FEET (0.9 M) SOUTHWEST OF THE WEST
 EB4077'CORNER OF THE BRICK SIGN, 3.0 FEET (0.9 M) WEST OF THE SOUTH CORNER
 EB4077'OF THE BRICK SIGN, 2.6 FEET (0.8 M) SOUTHWEST OF A WITNESS POST.
 EB4077'DESCRIBED BY T. HALL.
 EB4077
 EB4077                          STATION RECOVERY (2001)
 EB4077
 EB4077'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4077'STATION IS LOCATED 0.7 MILE (1.1 KM) WEST OF LAKE VIEW, 12.3 MILES
 EB4077'(19.8 KM) EAST SOUTHEAST OF DILLON.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB4077'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB4077'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4077'HIGHWAYS 41 (RICHARD TEMPLE BOULEVARD) , 9 (WEST THIRD STREET) AND
 EB4077'STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, GO WEST SOUTHWEST ON
 EB4077'HIGHWAY 41 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT NEAR A
 EB4077'BRICK SIGN FOR THE LAKE VIEW CEMETERY IN THE EAST ANGLE OF THE
 EB4077'JUNCTION OF STATE ROAD 200 (HILLTOP AVENUE) .  STATION IS A CONCRETE
 EB4077'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 3.1 FEET (0.9 M)
 EB4077'WEST OF THE SOUTHWEST CORNER OF THE BRICK SIGN, 51.3 FEET (15.6 M)
 EB4077'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 7.6 FEET (2.3 M) SOUTH
 EB4077'SOUTHEAST OF AN ORANGE FIBERGLASS UNDERGROUND SOUTHERN BELL WARNING
 EB4077'POST, 23.6 FEET (7.2 M) NORTHEAST OF THE CENTER OF THE ROAD, 3.1 FEET
 EB4077'(0.9 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4078 ***********************************************************************
 EB4078  DESIGNATION -  17 018
 EB4078  PID         -  EB4078
 EB4078  STATE/COUNTY-  SC/DILLON
 EB4078  USGS QUAD   -  LAKE VIEW (1962)
 EB4078
 EB4078                         *CURRENT SURVEY CONTROL
 EB4078  ___________________________________________________________________
 EB4078* NAD 83(1986)-  34 20 03.     (N)    079 11 18.     (W)     SCALED    
 EB4078* NAVD 88     -        28.739  (meters)      94.29   (feet)  ADJUSTED  
 EB4078  ___________________________________________________________________
 EB4078  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 EB4078  DYNAMIC HT  -          28.711 (meters)      94.20  (feet)  COMP
 EB4078  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 EB4078
 EB4078  VERT ORDER  -  FIRST     CLASS II
 EB4078
 EB4078.The horizontal coordinates were scaled from a topographic map and have
 EB4078.an estimated accuracy of +/- 6 seconds.
 EB4078
 EB4078.The orthometric height was determined by differential leveling
 EB4078.and adjusted by the National Geodetic Survey in June 1994..
 EB4078
 EB4078.The geoid height was determined by GEOID03.
 EB4078
 EB4078.The dynamic height is computed by dividing the NAVD 88
 EB4078.geopotential number by the normal gravity value computed on the
 EB4078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4078.degrees latitude (g = 980.6199 gals.).
 EB4078
 EB4078.The modeled gravity was interpolated from observed gravity values.
 EB4078
 EB4078;                    North         East    Units  Estimated Accuracy
 EB4078;SPC SC       -   278,800.      776,280.      MT  (+/- 180 meters Scaled)
 EB4078
 EB4078                          SUPERSEDED SURVEY CONTROL
 EB4078
 EB4078.No superseded survey control is available for this station.
 EB4078
 EB4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU666006(NAD 83)
 EB4078_MARKER: DD = SURVEY DISK
 EB4078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4078_SP_SET: CONCRETE POST
 EB4078_STAMPING: 17 018 1993
 EB4078_MARK LOGO: SCGS  
 EB4078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4078+STABILITY: SURFACE MOTION
 EB4078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4078+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2001
 EB4078
 EB4078  HISTORY     - Date     Condition        Report By
 EB4078  HISTORY     - 1993     MONUMENTED       SCGS
 EB4078  HISTORY     - 20010906 GOOD             SCGS
 EB4078
 EB4078                          STATION DESCRIPTION
 EB4078
 EB4078'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4078'STATION IS LOCATED 1.35 MILES (2.17 KM) SOUTHWEST OF LAKE VIEW.
 EB4078'OWNERSHIP--PAT NANCE, SASSY GOOSE CHILD CARE CENTER, P.O. BOX 21,
 EB4078'LAKE VIEW, SC 29563, PHONE 803-759-2247. TO REACH THE STATION FROM
 EB4078'THE JUNCTION OF STATE HIGHWAYS 9 (WEST 3RD AVENUE), 41 AND WAVERLY
 EB4078'STREET IN LAKE VIEW, GO WEST SOUTHWEST ON HIGHWAY 41 FOR 1.2 MILES
 EB4078'(1.9 KM) TO THE JUNCTION OF STATE ROAD 278 AND THE STATION NEAR THE
 EB4078'EAST CORNER OF THE CHILD CARE CENTER IN THE NORTHEAST ANGLE OF THE
 EB4078'JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0
 EB4078'FEET (1.2 M) BELOW THE HIGHWAY, 40.1 FEET (12.2 M) SOUTHEAST OF POWER
 EB4078'POLE BM58 WITH GUY WIRE, 91.4 FEET (27.9 M) NORTH NORTHWEST OF THE
 EB4078'CENTER OF THE HIGHWAY, 6.9 FEET (2.1 M) EAST OF A CHAIN LINK FENCE
 EB4078'CORNER POST NEAR A VINYL-SIDED ADDITION TO THE MAIN BUILDING, 106.9
 EB4078'FEET (32.6 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 73.8 FEET
 EB4078'(22.5 M) WEST NORTHWEST OF THE SOUTHWEST END OF A 2.0-FOOT CONCRETE
 EB4078'PIPE CULVERT BENEATH A DRIVEWAY ENTRANCE TO THE HIGHWAY, 15.6 FEET
 EB4078'(4.8 M) EAST OF THE EAST CORNER OF A VINYL-SIDED ADDITION TO THE MAIN
 EB4078'BUILDING. DESCRIBED BY T. HALL.
 EB4078
 EB4078                          STATION RECOVERY (2001)
 EB4078
 EB4078'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4078'STATION IS LOCATED 1.5 MILES (2.4 KM) WEST SOUTHWEST OF LAKE VIEW,
 EB4078'11.9 MILES (19.2 KM) EAST SOUTHEAST OF DILLON.  OWNERSHIP--SHARON
 EB4078'PRICE, 1954 HIGHWAY 41 SOUTH, LAKE VIEW, SC 29563, PHONE 843-759-5100.
 EB4078'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 (RICHARD
 EB4078'TEMPLE BOULEVARD) , 9 (WEST THIRD STREET) AND STATE ROAD 225 (WAVERLY
 EB4078'ROAD) IN LAKE VIEW, GO WEST SOUTHWEST ON HIGHWAY 41 FOR 1.2 MILES (1.9
 EB4078'KM) TO THE STATION BENEATH A PROPANE TANK IN THE YARD OF A METAL AND
 EB4078'VINYL-SIDED BUILDING NUMBER 7954 AND IN THE NORTH ANGLE OF THE
 EB4078'JUNCTION OF A PAVED ROAD (GRAIN BIN ROAD) .  STATION IS A CONCRETE
 EB4078'POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) BELOW THE HIGHWAY,
 EB4078'15.7 FEET (4.8 M) EAST OF THE EAST CORNER OF A VINYL-SIDED ADDITION OF
 EB4078'THE BUILDING, 65.3 FEET (19.9 M) WEST SOUTHWEST OF THE EAST CORNER OF
 EB4078'A 5-FOOT HIGH CHAIN LINK FENCE, 17.0 FEET (5.2 M) NORTH NORTHWEST OF
 EB4078'THE CENTER OF THE DIRT DRIVE, 92.5 FEET (28.2 M) NORTH NORTHWEST OF
 EB4078'THE CENTER OF THE HIGHWAY, 106.5 FEET (32.5 M) EAST NORTHEAST OF THE
 EB4078'CENTER OF GRAIN BIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4079 ***********************************************************************
 EB4079  DESIGNATION -  17 019
 EB4079  PID         -  EB4079
 EB4079  STATE/COUNTY-  SC/DILLON
 EB4079  USGS QUAD   -  LAKE VIEW (1962)
 EB4079
 EB4079                         *CURRENT SURVEY CONTROL
 EB4079  ___________________________________________________________________
 EB4079* NAD 83(1986)-  34 20 22.     (N)    079 09 54.     (W)     SCALED    
 EB4079* NAVD 88     -        28.171  (meters)      92.42   (feet)  ADJUSTED  
 EB4079  ___________________________________________________________________
 EB4079  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 EB4079  DYNAMIC HT  -          28.144 (meters)      92.34  (feet)  COMP
 EB4079  MODELED GRAV-     979,672.7   (mgal)                       NAVD 88
 EB4079
 EB4079  VERT ORDER  -  FIRST     CLASS II
 EB4079
 EB4079.The horizontal coordinates were scaled from a topographic map and have
 EB4079.an estimated accuracy of +/- 6 seconds.
 EB4079
 EB4079.The orthometric height was determined by differential leveling
 EB4079.and adjusted by the National Geodetic Survey in June 1994..
 EB4079
 EB4079.The geoid height was determined by GEOID03.
 EB4079
 EB4079.The dynamic height is computed by dividing the NAVD 88
 EB4079.geopotential number by the normal gravity value computed on the
 EB4079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4079.degrees latitude (g = 980.6199 gals.).
 EB4079
 EB4079.The modeled gravity was interpolated from observed gravity values.
 EB4079
 EB4079;                    North         East    Units  Estimated Accuracy
 EB4079;SPC SC       -   279,420.      778,420.      MT  (+/- 180 meters Scaled)
 EB4079
 EB4079                          SUPERSEDED SURVEY CONTROL
 EB4079
 EB4079.No superseded survey control is available for this station.
 EB4079
 EB4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU687013(NAD 83)
 EB4079_MARKER: DD = SURVEY DISK
 EB4079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4079_SP_SET: CONCRETE POST
 EB4079_STAMPING: 17 019 1993
 EB4079_MARK LOGO: SCGS  
 EB4079_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4079+STABILITY: SURFACE MOTION
 EB4079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4079+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 EB4079
 EB4079  HISTORY     - Date     Condition        Report By
 EB4079  HISTORY     - 1993     MONUMENTED       SCGS
 EB4079  HISTORY     - 20010905 GOOD             SCGS
 EB4079
 EB4079                          STATION DESCRIPTION
 EB4079
 EB4079'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4079'STATION IS LOCATED 0.3 MILE (0.5 KM) SOUTH OF LAKE VIEW.
 EB4079'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4079'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4079'JUNCTION OF STATE HIGHWAYS 9 (WEST 3RD AVENUE), 41 AND WAVERLY STREET
 EB4079'IN LAKE VIEW, GO EAST ON HIGHWAY 9 FOR 0.3 MILE (0.5 KM) TO THE
 EB4079'JUNCTION OF STATE ROAD 75 AHEAD, TURN RIGHT ON HIGHWAY 9 FOR 0.25
 EB4079'MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 112 (WEST 7TH AVENUE),
 EB4079'TURN LEFT ON ROAD 112 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF
 EB4079'SOUTH FORD STREET AND THE STATION NEAR THE NORTHWEST CORNER OF THE
 EB4079'LAKEVIEW PENTECOSTAL HOLINESS CHURCH IN THE SOUTHEAST ANGLE OF THE
 EB4079'JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 EB4079'FOOT (0.3 M) ABOVE THE ROADS, 39.4 FEET (12.0 M) SOUTH OF THE CENTER
 EB4079'OF ROAD 112, 19.7 FEET (6.0 M) EAST OF THE CENTER OF SOUTH FORD
 EB4079'STREET, 6.6 FEET (2.0 M) WEST OF THE NORTHWEST CORNER OF THE FRONT
 EB4079'PART OF THE CHURCH, 3.9 FEET (1.2 M) SOUTH OF THE SOUTHWEST CORNER OF
 EB4079'A CONCRETE PATIO IN FRONT OF THE CHURCH, 22.3 FEET (6.8 M) SOUTH OF A
 EB4079'POWER POLE 2/BJ6 WITH SECURITY LIGHT. NOTE-MARGINAL GPS SITE.
 EB4079'DESCRIBED BY T. HALL.
 EB4079
 EB4079                          STATION RECOVERY (2001)
 EB4079
 EB4079'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4079'STATION IS LOCATED IN LAKE VIEW, 13.0 MILES (20.9 KM) EAST SOUTHEAST
 EB4079'OF DILLON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 EB4079'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 EB4079'FROM THE JUNCTION OF STATE HIGHWAYS 41 (RICHARD TEMPLE BOULEVARD) , 9
 EB4079'(WEST THIRD STREET) AND STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, GO
 EB4079'EAST ON HIGHWAY 9 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE
 EB4079'ROAD 75 (WEST JESSE FORD HIGHWAY) AND A PAVED ROAD LEFT (SOUTH MAIN
 EB4079'STREET) , TURN RIGHT ON HIGHWAY 9 (NICHOLS HIGHWAY) FOR 0.25 MILE
 EB4079'(0.40 KM) TO THE JUNCTION OF A PAVED ROAD LEFT (EAST 7TH AVENUE) ,
 EB4079'TURN LEFT ON THE PAVED ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 EB4079'THE RIGHT NEAR THE NORTHWEST CORNER OF A BRICK CHURCH (LAKEVIEW
 EB4079'PENTECOSTAL HOLINESS CHURCH) IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 EB4079'SOUTH FORD STREET.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EB4079'AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 40.6 FEET (12.4 M) SOUTH OF THE
 EB4079'CENTER OF EAST 7TH AVENUE, 20.0 FEET (6.1 M) EAST OF THE CENTER OF
 EB4079'SOUTH FORD STREET, 6.7 FEET (2.0 M) WEST OF THE NORTHWEST CORNER OF
 EB4079'THE CHURCH, 3.9 FEET (1.2 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER
 EB4079'OF THE CONCRETE PARKING LOT IN FRONT OF THE CHURCH, 22.4 FEET (6.8 M)
 EB4079'SOUTH OF A POWER POLE 2/50KS/13J6/BS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4080 ***********************************************************************
 EB4080  DESIGNATION -  17 020
 EB4080  PID         -  EB4080
 EB4080  STATE/COUNTY-  SC/DILLON
 EB4080  USGS QUAD   -  LAKE VIEW (1962)
 EB4080
 EB4080                         *CURRENT SURVEY CONTROL
 EB4080  ___________________________________________________________________
 EB4080* NAD 83(1986)-  34 19 56.     (N)    079 10 03.     (W)     SCALED    
 EB4080* NAVD 88     -        34.392  (meters)     112.83   (feet)  ADJUSTED  
 EB4080  ___________________________________________________________________
 EB4080  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 EB4080  DYNAMIC HT  -          34.359 (meters)     112.73  (feet)  COMP
 EB4080  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 EB4080
 EB4080  VERT ORDER  -  FIRST     CLASS II
 EB4080
 EB4080.The horizontal coordinates were scaled from a topographic map and have
 EB4080.an estimated accuracy of +/- 6 seconds.
 EB4080
 EB4080.The orthometric height was determined by differential leveling
 EB4080.and adjusted by the National Geodetic Survey in June 1994..
 EB4080
 EB4080.The geoid height was determined by GEOID03.
 EB4080
 EB4080.The dynamic height is computed by dividing the NAVD 88
 EB4080.geopotential number by the normal gravity value computed on the
 EB4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4080.degrees latitude (g = 980.6199 gals.).
 EB4080
 EB4080.The modeled gravity was interpolated from observed gravity values.
 EB4080
 EB4080;                    North         East    Units  Estimated Accuracy
 EB4080;SPC SC       -   278,620.      778,200.      MT  (+/- 180 meters Scaled)
 EB4080
 EB4080                          SUPERSEDED SURVEY CONTROL
 EB4080
 EB4080.No superseded survey control is available for this station.
 EB4080
 EB4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU685005(NAD 83)
 EB4080_MARKER: DD = SURVEY DISK
 EB4080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4080_SP_SET: CONCRETE POST
 EB4080_STAMPING: 17 020 1993
 EB4080_MARK LOGO: SCGS  
 EB4080_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4080+STABILITY: SURFACE MOTION
 EB4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4080+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 EB4080
 EB4080  HISTORY     - Date     Condition        Report By
 EB4080  HISTORY     - 1993     MONUMENTED       SCGS
 EB4080  HISTORY     - 20010905 GOOD             SCGS
 EB4080
 EB4080                          STATION DESCRIPTION
 EB4080
 EB4080'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4080'STATION IS LOCATED 0.75 MILE (1.21 KM) SOUTH OF LAKE VIEW.
 EB4080'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4080'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4080'JUNCTION OF STATE HIGHWAYS 9 (WEST 3RD AVENUE), 41 AND WAVERLY STREET
 EB4080'IN LAKE VIEW, GO EAST ON HIGHWAY 9 FOR 0.3 MILE (0.5 KM) TO THE
 EB4080'JUNCTION OF STATE ROAD 75 AHEAD, TURN RIGHT ON HIGHWAY 9 FOR 0.55
 EB4080'MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 55, TURN RIGHT ON ROAD
 EB4080'55 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT IN FRONT OF A
 EB4080'BRICK SIGN BOX AT THE UNION STATION A.M.E. CHURCH. STATION IS A
 EB4080'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 33.1
 EB4080'FEET (10.1 M) NORTH OF A POWER POLE BH13/296/1 WITH TRANSFORMER, 49.2
 EB4080'FEET (15.0 M) WEST OF THE CENTER OF THE ROAD, 12.7 FEET (3.9 M) EAST
 EB4080'OF THE SOUTHEAST CORNER OF THE BRICK SIGN BOX FOR THE CHURCH, 61.0
 EB4080'FEET (18.6 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH NEAR A
 EB4080'MARBLE PLAQUE SET INTO THE BRICKWORK, 17.9 FEET (5.5 M) WEST OF THE
 EB4080'WEST EDGE OF A CONCRETE SIDEWALK, 5.0 FEET (1.5 M) EAST OF THE EAST
 EB4080'EDGE OF A BRICK BORDER AT THE CHURCH YARD. DESCRIBED BY T. HALL.
 EB4080
 EB4080                          STATION RECOVERY (2001)
 EB4080
 EB4080'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4080'STATION IS LOCATED IN LAKE VIEW, 13.0 MILES (20.9 KM) EAST SOUTHEAST
 EB4080'OF DILLON.  OWNERSHIP--UNION A.M.E.  CHURCH, PASTOR R.B.  COOPER, 1203
 EB4080'WEST 12TH STREET, LAKE VIEW, SC 29563.  TO REACH THE STATION FROM THE
 EB4080'JUNCTION OF STATE HIGHWAYS 41 (RICHARD TEMPLE BOULEVARD) , 9 (WEST
 EB4080'THIRD STREET) AND STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, GO EAST
 EB4080'ON HIGHWAY 9 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 75
 EB4080'(WEST JESSE FORD HIGHWAY) AHEAD AND A PAVED ROAD LEFT (SOUTH MAIN
 EB4080'STREET) , TURN RIGHT ON HIGHWAY 9 (NICHOLS HIGHWAY) FOR 0.55 MILE
 EB4080'(0.89 KM) TO THE JUNCTION OF STATE ROAD 55 (WEST 12TH AVENUE) , TURN
 EB4080'RIGHT ON ROAD 55 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT
 EB4080'NEAR A BRICK SIGN FOR THE UNION A.M.E CHURCH.  STATION IS A CONCRETE
 EB4080'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 12.9 FEET (3.9 M)
 EB4080'EAST OF THE SOUTHEAST CORNER OF THE SIGN, 5.1 FEET (1.6 M) EAST
 EB4080'SOUTHEAST OF THE EASTERN EDGE OF A BRICK COPING, 17.7 FEET (5.4 M)
 EB4080'WEST NORTHWEST OF THE SOUTHEAST EDGE OF A SIDEWALK ALONG ROAD 55, 33.1
 EB4080'FEET (10.1 M) NORTH OF A POWER POLE 30K/BH13/BS/296/1 WITH A
 EB4080'TRANSFORMER AND SECURITY LIGHT, 13.6 FEET (4.1 M) SOUTH OF THE SOUTH
 EB4080'CORNER OF A 12-FOOT CONCRETE WALK LEADING THE ENTRANCE OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4081 ***********************************************************************
 EB4081  DESIGNATION -  17 021
 EB4081  PID         -  EB4081
 EB4081  STATE/COUNTY-  SC/DILLON
 EB4081  USGS QUAD   -  LAKE VIEW (1962)
 EB4081
 EB4081                         *CURRENT SURVEY CONTROL
 EB4081  ___________________________________________________________________
 EB4081* NAD 83(1986)-  34 19 38.     (N)    079 09 35.     (W)     SCALED    
 EB4081* NAVD 88     -        37.834  (meters)     124.13   (feet)  ADJUSTED  
 EB4081  ___________________________________________________________________
 EB4081  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 EB4081  DYNAMIC HT  -          37.797 (meters)     124.01  (feet)  COMP
 EB4081  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 EB4081
 EB4081  VERT ORDER  -  FIRST     CLASS II
 EB4081
 EB4081.The horizontal coordinates were scaled from a topographic map and have
 EB4081.an estimated accuracy of +/- 6 seconds.
 EB4081
 EB4081.The orthometric height was determined by differential leveling
 EB4081.and adjusted by the National Geodetic Survey in June 1994..
 EB4081
 EB4081.The geoid height was determined by GEOID03.
 EB4081
 EB4081.The dynamic height is computed by dividing the NAVD 88
 EB4081.geopotential number by the normal gravity value computed on the
 EB4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4081.degrees latitude (g = 980.6199 gals.).
 EB4081
 EB4081.The modeled gravity was interpolated from observed gravity values.
 EB4081
 EB4081;                    North         East    Units  Estimated Accuracy
 EB4081;SPC SC       -   278,070.      778,930.      MT  (+/- 180 meters Scaled)
 EB4081
 EB4081                          SUPERSEDED SURVEY CONTROL
 EB4081
 EB4081.No superseded survey control is available for this station.
 EB4081
 EB4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT693999(NAD 83)
 EB4081_MARKER: DD = SURVEY DISK
 EB4081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4081_SP_SET: CONCRETE POST
 EB4081_STAMPING: 17 021 1993
 EB4081_MARK LOGO: SCGS  
 EB4081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4081+STABILITY: SURFACE MOTION
 EB4081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4081+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 EB4081
 EB4081  HISTORY     - Date     Condition        Report By
 EB4081  HISTORY     - 1993     MONUMENTED       SCGS
 EB4081  HISTORY     - 20010905 GOOD             SCGS
 EB4081
 EB4081                          STATION DESCRIPTION
 EB4081
 EB4081'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4081'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTH SOUTHEAST OF LAKE VIEW.
 EB4081'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4081'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4081'JUNCTION OF STATE HIGHWAYS 9 (WEST 3RD AVENUE), 41 AND WAVERLY STREET
 EB4081'IN LAKE VIEW, GO EAST ON HIGHWAY 9 FOR 0.3 MILE (0.5 KM) TO THE
 EB4081'JUNCTION OF STATE ROAD 75 AHEAD, TURN RIGHT ON HIGHWAY 9 FOR 1.25
 EB4081'MILES (2.01 KM) TO THE JUNCTION OF STATE ROAD 277 AND THE STATION IN
 EB4081'THE SOUTH ANGLE IN A SMALL CEMETERY. STATION IS A CONCRETE POST FLUSH
 EB4081'WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 46.6 FEET
 EB4081'(14.2 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 34.2 FEET (10.4 M)
 EB4081'SOUTHEAST OF THE CENTER OF ROAD 277, 7.7 FEET (2.3 M) SOUTH OF THE
 EB4081'CENTER POINT OF A SMALL METAL DISK SET INTO A CONCRETE POST INSCRIBED
 EB4081'M/V, 29.8 FEET (9.1 M) NORTHWEST OF THE NORTH CORNER OF A GRANITE
 EB4081'HEADSTONE FOR W. ALLEN MILLER, 30.6 FEET (9.3 M) NORTH OF THE NORTH
 EB4081'CORNER OF A GRANITE HEADSTONE FOR JOHN F. AND MINNIE O. MILLER, 6.7
 EB4081'FEET (2.0 M) SOUTH OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4081
 EB4081                          STATION RECOVERY (2001)
 EB4081
 EB4081'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4081'STATION IS LOCATED 1.3 MILES (2.1 KM) SOUTH SOUTHEAST OF LAKE VIEW,
 EB4081'13.6 MILES (21.9 KM) EAST SOUTHEAST OF DILLON.  OWNERSHIP--SCDOT,
 EB4081'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB4081'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4081'HIGHWAYS 41 (RICHARD TEMPLE BOULEVARD) , 9 (WEST THIRD STREET) AND
 EB4081'STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, GO EAST ON HIGHWAY 9 FOR
 EB4081'0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 75 (WEST JESSE FORD
 EB4081'HIGHWAY) AND A PAVED ROAD LEFT (SOUTH MAIN STREET) , TURN RIGHT ON
 EB4081'HIGHWAY 9 (NICHOLS HIGHWAY) FOR 1.25 MILES (2.01 KM) TO THE STATION ON
 EB4081'THE RIGHT NEAR THE NORTH CORNER OF A CEMETERY IN THE SOUTH ANGLE OF
 EB4081'THE JUNCTION OF STATE ROAD 277 (SOUTH FORDTOWN ROAD) .  STATION IS A
 EB4081'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 EB4081'HIGHWAY, 46.3 FEET (14.1 M) WEST SOUTHWEST OF THE CENTER OF THE
 EB4081'HIGHWAY, 34.0 FEET (10.4 M) SOUTHEAST OF THE CENTER OF THE ROAD, 30.2
 EB4081'FEET (9.2 M) NORTHWEST OF THE NORTH CORNER OF THE W.  ALLEN MILLER
 EB4081'TOMBSTONE, 30.7 FEET (9.4 M) NORTH NORTHEAST OF THE NORTH CORNER OF
 EB4081'THE JOHN F.  AND MINNIE O.  MILLER TOMBSTONE, 7.6 FEET (2.3 M) SOUTH
 EB4081'OF THE CENTER OF A 0.4-FOOT SQUARE WATER MARKER POST WITH A BRASS
 EB4081'DISK, 7.8 FEET (2.4 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4082 ***********************************************************************
 EB4082  DESIGNATION -  17 022
 EB4082  PID         -  EB4082
 EB4082  STATE/COUNTY-  SC/DILLON
 EB4082  USGS QUAD   -  LAKE VIEW (1962)
 EB4082
 EB4082                         *CURRENT SURVEY CONTROL
 EB4082  ___________________________________________________________________
 EB4082* NAD 83(1986)-  34 18 59.     (N)    079 08 55.     (W)     SCALED    
 EB4082* NAVD 88     -        29.657  (meters)      97.30   (feet)  ADJUSTED  
 EB4082  ___________________________________________________________________
 EB4082  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EB4082  DYNAMIC HT  -          29.628 (meters)      97.20  (feet)  COMP
 EB4082  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 EB4082
 EB4082  VERT ORDER  -  FIRST     CLASS II
 EB4082
 EB4082.The horizontal coordinates were scaled from a topographic map and have
 EB4082.an estimated accuracy of +/- 6 seconds.
 EB4082
 EB4082.The orthometric height was determined by differential leveling
 EB4082.and adjusted by the National Geodetic Survey in June 1994..
 EB4082
 EB4082.The geoid height was determined by GEOID03.
 EB4082
 EB4082.The dynamic height is computed by dividing the NAVD 88
 EB4082.geopotential number by the normal gravity value computed on the
 EB4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4082.degrees latitude (g = 980.6199 gals.).
 EB4082
 EB4082.The modeled gravity was interpolated from observed gravity values.
 EB4082
 EB4082;                    North         East    Units  Estimated Accuracy
 EB4082;SPC SC       -   276,890.      779,970.      MT  (+/- 180 meters Scaled)
 EB4082
 EB4082                          SUPERSEDED SURVEY CONTROL
 EB4082
 EB4082.No superseded survey control is available for this station.
 EB4082
 EB4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT703987(NAD 83)
 EB4082_MARKER: DD = SURVEY DISK
 EB4082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4082_SP_SET: CONCRETE POST
 EB4082_STAMPING: 17 022 1993
 EB4082_MARK LOGO: SCGS  
 EB4082_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4082+STABILITY: SURFACE MOTION
 EB4082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4082+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 EB4082
 EB4082  HISTORY     - Date     Condition        Report By
 EB4082  HISTORY     - 1993     MONUMENTED       SCGS
 EB4082  HISTORY     - 20010905 GOOD             SCGS
 EB4082
 EB4082                          STATION DESCRIPTION
 EB4082
 EB4082'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4082'STATION IS LOCATED 2.1 MILES (3.4 KM) SOUTHEAST OF LAKE VIEW.
 EB4082'OWNERSHIP--CARL GARRIS, ROUTE 4, NICHOLS, SC 29581, PHONE
 EB4082'803-759-2596. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4082'HIGHWAYS 9 (WEST 3RD AVENUE), 41 AND WAVERLY STREET IN LAKE VIEW, GO
 EB4082'EAST ON HIGHWAY 9 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD
 EB4082'75 AHEAD, TURN RIGHT ON HIGHWAY 9 FOR 2.2 MILES (3.5 KM) TO THE
 EB4082'JUNCTION OF STATE ROAD 484 AND THE STATION NEAR A DRIVEWAY LEADING TO
 EB4082'A BRICK HOUSE IN THE SOUTH ANGLE OF THE JUNCTION. STATION IS A
 EB4082'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 14.6
 EB4082'FEET (4.5 M) NORTHWEST OF A 1.4-FOOT PINE TREE WITH A SCGS REFERENCE
 EB4082'WASHER ATTACHED, 163.1 FEET (49.7 M) NORTH NORTHEAST OF THE NORTH
 EB4082'CORNER OF THE NORTH BRICK COLUMN AT A CARPORT, 52.2 FEET (15.9 M)
 EB4082'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 20.7 FEET (6.3 M) SOUTH
 EB4082'SOUTHWEST OF A SMALL METAL DISK SET INTO A CONCRETE POST INSCRIBED
 EB4082'M/V, 34.7 FEET (10.6 M) SOUTH OF THE SOUTHEAST END OF A 1.5-FOOT
 EB4082'CONCRETE PIPE CULVERT BENEATH THE ROAD, 15.5 FEET (4.7 M) EAST OF THE
 EB4082'CENTER OF THE DRIVEWAY, 61.8 FEET (18.8 M) SOUTHEAST OF THE CENTER OF
 EB4082'ROAD 484, 17.9 FEET (5.5 M) SOUTHWEST OF A WITNESS POST. DESCRIBED BY
 EB4082'T. HALL.
 EB4082
 EB4082                          STATION RECOVERY (2001)
 EB4082
 EB4082'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4082'STATION IS LOCATED 2.2 MILES (3.5 KM) SOUTH SOUTHEAST OF LAKE VIEW,
 EB4082'14.4 MILES (23.2 KM) EAST SOUTHEAST OF DILLON.  OWNERSHIP--CARL
 EB4082'GARRIS, 1809 NICHOLS HIGHWAY, NICHOLS, SC 29581, PHONE 843-759-2596.
 EB4082'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 (RICHARD
 EB4082'TEMPLE BOULEVARD) , 9 (WEST THIRD STREET) AND STATE ROAD 225 (WAVERLY
 EB4082'ROAD) IN LAKE VIEW, GO EAST ON HIGHWAY 9 FOR 0.25 MILE (0.40 KM) TO
 EB4082'THE JUNCTION OF STATE ROAD 75 (WEST JESSE FORD HIGHWAY) AND A PAVED
 EB4082'ROAD LEFT (SOUTH MAIN STREET) , TURN RIGHT ON HIGHWAY 9 (NICHOLS
 EB4082'HIGHWAY) FOR 2.2 MILES (3.5 KM) TO THE STATION ON THE RIGHT IN THE
 EB4082'SOUTH ANGLE OF THE JUNCTION OF STATE ROAD 484 (GARRIS ROAD) AND IN THE
 EB4082'FRONT YARD OF A BRICK HOUSE NUMBER 1809.  STATION IS A CONCRETE POST
 EB4082'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 52.9
 EB4082'FEET (16.1 M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 62.2 FEET
 EB4082'(19.0 M) SOUTHEAST OF THE CENTER OF THE ROAD, 16.6 FEET (5.1 M) EAST
 EB4082'SOUTHEAST OF THE CENTER OF A DIRT DRIVEWAY LEADING TO THE HOUSE, 14.4
 EB4082'FEET (4.4 M) NORTHWEST OF A 2.0-FOOT PINE TREE WITH A SCGS REFERENCE
 EB4082'WASHER ATTACHED, 17.8 FEET (5.4 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4084 ***********************************************************************
 EB4084  DESIGNATION -  17 023
 EB4084  PID         -  EB4084
 EB4084  STATE/COUNTY-  SC/DILLON
 EB4084  USGS QUAD   -  LAKE VIEW (1962)
 EB4084
 EB4084                         *CURRENT SURVEY CONTROL
 EB4084  ___________________________________________________________________
 EB4084* NAD 83(1986)-  34 17 42.     (N)    079 08 38.     (W)     SCALED    
 EB4084* NAVD 88     -        31.789  (meters)     104.29   (feet)  ADJUSTED  
 EB4084  ___________________________________________________________________
 EB4084  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EB4084  DYNAMIC HT  -          31.758 (meters)     104.19  (feet)  COMP
 EB4084  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 EB4084
 EB4084  VERT ORDER  -  FIRST     CLASS II
 EB4084
 EB4084.The horizontal coordinates were scaled from a topographic map and have
 EB4084.an estimated accuracy of +/- 6 seconds.
 EB4084
 EB4084.The orthometric height was determined by differential leveling
 EB4084.and adjusted by the National Geodetic Survey in June 1994..
 EB4084
 EB4084.The geoid height was determined by GEOID03.
 EB4084
 EB4084.The dynamic height is computed by dividing the NAVD 88
 EB4084.geopotential number by the normal gravity value computed on the
 EB4084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4084.degrees latitude (g = 980.6199 gals.).
 EB4084
 EB4084.The modeled gravity was interpolated from observed gravity values.
 EB4084
 EB4084;                    North         East    Units  Estimated Accuracy
 EB4084;SPC SC       -   274,530.      780,450.      MT  (+/- 180 meters Scaled)
 EB4084
 EB4084                          SUPERSEDED SURVEY CONTROL
 EB4084
 EB4084.No superseded survey control is available for this station.
 EB4084
 EB4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT708964(NAD 83)
 EB4084_MARKER: DD = SURVEY DISK
 EB4084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4084_SP_SET: CONCRETE POST
 EB4084_STAMPING: 17 023 1993
 EB4084_MARK LOGO: SCGS  
 EB4084_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4084+STABILITY: SURFACE MOTION
 EB4084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4084+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 EB4084
 EB4084  HISTORY     - Date     Condition        Report By
 EB4084  HISTORY     - 1993     MONUMENTED       SCGS
 EB4084  HISTORY     - 20010905 GOOD             SCGS
 EB4084
 EB4084                          STATION DESCRIPTION
 EB4084
 EB4084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4084'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTH OF NICHOLS, 3.5 MILES
 EB4084'(5.6 KM) SOUTHEAST OF LAKE VIEW. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4084'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4084'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4084'HIGHWAYS 9 (WEST 3RD AVENUE), 41 AND WAVERLY STREET IN LAKE VIEW, GO
 EB4084'EAST ON HIGHWAY 9 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD
 EB4084'75 AHEAD, TURN RIGHT ON HIGHWAY 9 FOR 3.55 MILES (5.71 KM) TO THE
 EB4084'JUNCTION OF STATE ROAD 436, CONTINUE ON HIGHWAY 9 FOR 0.2 MILE
 EB4084'(0.3 KM) TO A DRIVEWAY RIGHT LEADING TO A VINYL-SIDED HOUSE WITH A
 EB4084'FRONT AND SIDE PORCH AND THE STATION IN THE NORTHWEST ANGLE OF THE
 EB4084'DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EB4084'WITH THE HIGHWAY, 94.6 FEET (28.8 M) SOUTHEAST OF THE SOUTHEAST
 EB4084'CORNER OF THE SOUTHEAST BRICK SUPPORT POST OF THE HOUSE, 40.2 FEET
 EB4084'(12.3 M) WEST OF THE CENTER OF THE HIGHWAY, 13.0 FEET (4.0 M) NORTH
 EB4084'OF THE CENTER OF THE DRIVEWAY, 12.1 FEET (3.7 M) WEST SOUTHWEST OF
 EB4084'THE CENTER OF A METAL WATER METER COVER, 84.9 FEET (25.9 M) EAST OF A
 EB4084'POWER POLE BD81/1 WITH GUY WIRE, 42.0 FEET (12.8 M) NORTH OF A
 EB4084'TELEPHONE JUNCTION BOX NUMBER 37. DESCRIBED BY T. HALL.
 EB4084
 EB4084                          STATION RECOVERY (2001)
 EB4084
 EB4084'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4084'STATION IS LOCATED 3.7 MILES (6.0 KM) SOUTH SOUTHEAST OF LAKE VIEW,
 EB4084'15.4 MILES (24.8 KM) EAST SOUTHEAST OF DILLON.  OWNERSHIP--COLIN
 EB4084'MILLER, 2941 NICHOLS HIGHWAY, NICHOLS, SC 29581.  TO REACH THE STATION
 EB4084'FROM THE JUNCTION OF STATE HIGHWAYS 41 (RICHARD TEMPLE BOULEVARD) , 9
 EB4084'(WEST THIRD STREET) AND STATE ROAD 225 (WAVERLY ROAD) IN LAKE VIEW, GO
 EB4084'EAST ON HIGHWAY 9 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE
 EB4084'ROAD 75 (WEST JESSE FORD HIGHWAY) AND A PAVED ROAD LEFT (SOUTH MAIN
 EB4084'STREET) , TURN RIGHT ON HIGHWAY 9 (NICHOLS HIGHWAY) FOR 3.8 MILES (6.1
 EB4084'KM) TO THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF A DIRT ROAD
 EB4084'DRIVEWAY LEADING WEST TO A MOBILE HOME AND IN THE SOUTHEAST CORNER OF
 EB4084'THE FRONT YARD OF A WOOD-SIDED HOUSE NUMBER 2941.  STATION IS A
 EB4084'CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY,
 EB4084'58.0 FEET (17.7 M) EAST SOUTHEAST OF A POWER POLE BD81/BS WITH GUY
 EB4084'WIRE, 54.6 FEET (16.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF COVERED
 EB4084'PORCH CORNER OF THE HOUSE, 13.0 FEET (4.0 M) NORTH NORTHEAST OF THE
 EB4084'CENTER OF A DIRT DRIVEWAY LEADING WEST TO A MOBILE HOME, 12.1 FEET
 EB4084'(3.7 M) WEST OF THE CENTER OF A METAL COVER FOR A WATER METER, 40.8
 EB4084'FEET (12.4 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4118 ***********************************************************************
 EB4118  FBN         -  This is a Federal Base Network Control Station.
 EB4118  DESIGNATION -  17 024
 EB4118  PID         -  EB4118
 EB4118  STATE/COUNTY-  SC/DILLON
 EB4118  USGS QUAD   -  DILLON WEST (1980)
 EB4118
 EB4118                         *CURRENT SURVEY CONTROL
 EB4118  ___________________________________________________________________
 EB4118* NAD 83(2001)-  34 27 01.64751(N)    079 27 36.32618(W)     ADJUSTED  
 EB4118* NAVD 88     -        37.312  (meters)     122.41   (feet)  ADJUSTED  
 EB4118  ___________________________________________________________________
 EB4118  X           -     963,104.637 (meters)                     COMP
 EB4118  Y           -  -5,176,322.845 (meters)                     COMP
 EB4118  Z           -   3,587,763.973 (meters)                     COMP
 EB4118  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 EB4118  ELLIP HEIGHT-           4.59  (meters)          (09/24/02) GPS OBS
 EB4118  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 EB4118  DYNAMIC HT  -          37.275 (meters)     122.29  (feet)  COMP
 EB4118  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 EB4118
 EB4118  HORZ ORDER  -  A
 EB4118  VERT ORDER  -  FIRST     CLASS II
 EB4118  ELLP ORDER  -  FOURTH    CLASS I
 EB4118
 EB4118.The horizontal coordinates were established by GPS observations
 EB4118.and adjusted by the National Geodetic Survey in September 2002..
 EB4118
 EB4118.The orthometric height was determined by differential leveling
 EB4118.and adjusted by the National Geodetic Survey in June 1994..
 EB4118
 EB4118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4118
 EB4118.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4118
 EB4118.The ellipsoidal height was determined by GPS observations
 EB4118.and is referenced to NAD 83.
 EB4118
 EB4118.The geoid height was determined by GEOID03.
 EB4118
 EB4118.The dynamic height is computed by dividing the NAVD 88
 EB4118.geopotential number by the normal gravity value computed on the
 EB4118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4118.degrees latitude (g = 980.6199 gals.).
 EB4118
 EB4118.The modeled gravity was interpolated from observed gravity values.
 EB4118
 EB4118;                    North         East     Units Scale Factor Converg.
 EB4118;SPC SC       -   291,288.979   751,087.553   MT  0.99988643   +0 51 13.4
 EB4118;SPC SC       -   955,672.50  2,464,198.01   iFT  0.99988643   +0 51 13.4
 EB4118;UTM  17      - 3,813,179.174   641,458.439   MT  0.99984665   +0 52 16.5
 EB4118
 EB4118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4118!SPC SC       -   0.99999928  x   0.99988643  =   0.99988571
 EB4118!UTM  17      -   0.99999928  x   0.99984665  =   0.99984593
 EB4118
 EB4118                          SUPERSEDED SURVEY CONTROL
 EB4118
 EB4118  NAD 83(1986)-  34 27 01.65943(N)    079 27 36.32497(W) AD(       ) 1
 EB4118  NAVD 88 (09/24/02)   37.31   (m)          122.4    (f) LEVELING    3  
 EB4118
 EB4118.Superseded values are not recommended for survey control.
 EB4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4118.See file dsdata.txt to determine how the superseded data were derived.
 EB4118
 EB4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4145813179(NAD 83)
 EB4118_MARKER: DD = SURVEY DISK
 EB4118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4118_SP_SET: CONCRETE POST
 EB4118_STAMPING: 17 024 1993
 EB4118_MARK LOGO: SCGS  
 EB4118_PROJECTION: FLUSH
 EB4118_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4118+STABILITY: SURFACE MOTION
 EB4118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4118+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2002
 EB4118
 EB4118  HISTORY     - Date     Condition        Report By
 EB4118  HISTORY     - 1993     MONUMENTED       SCGS
 EB4118  HISTORY     - 20010612 GOOD             SCGS
 EB4118  HISTORY     - 20021212 GOOD             SCGS
 EB4118
 EB4118                          STATION DESCRIPTION
 EB4118
 EB4118'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4118'STATION IS LOCATED 3.7 MILES (6.0 KM) SOUTHWEST OF LITTLE ROCK, 5.7
 EB4118'MILES (9.2 KM) NORTHWEST OF DILLON. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4118'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4118'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF STATE
 EB4118'HIGHWAYS 9 AND 57, 0.5 MILE (0.8 KM) NORTHWEST OF LITTLE ROCK, GO
 EB4118'WEST NORTHWEST ON HIGHWAY 9 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION
 EB4118'OF STATE ROAD 28, BEAR LEFT ON ROAD 28 FOR 0.4 MILE (0.6 KM) TO THE
 EB4118'JUNCTION OF STATE ROAD 49, TURN LEFT ON ROAD 49 FOR 1.6 MILES
 EB4118'(2.6 KM) TO AN ENTRANCE DRIVEWAY RIGHT LEADING TO THE BOWLING GREEN
 EB4118'U.M.C. CHURCH AND THE STATION NEAR A BRICK CHURCH SIGN IN THE
 EB4118'NORTHWEST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH
 EB4118'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 31.3 FEET
 EB4118'(9.5 M) NORTHWEST OF THE WEST END OF A 2.0-FOOT CONCRETE PIPE CULVERT
 EB4118'BENEATH THE ROAD, 38.3 FEET (11.7 M) WEST OF THE CENTER OF THE ROAD,
 EB4118'2.5 FEET (0.8 M) SOUTH OF THE SOUTHWEST CORNER OF THE SIGN, 91.5 FEET
 EB4118'(27.9 M) EAST OF THE NORTHEAST CORNER OF THE CHURCH, 90.5 FEET
 EB4118'(27.6 M) EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 38.3
 EB4118'FEET (11.7 M) NORTHWEST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE
 EB4118'CULVERT BENEATH THE DRIVEWAY. DESCRIBED BY T. HALL.
 EB4118
 EB4118                          STATION RECOVERY (2001)
 EB4118
 EB4118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4118'STATION IS LOCATED 5.6 MILES (9.0 KM) WEST-NORTHWEST OF DILLON, 10.1
 EB4118'MILES (16.3 KM) SOUTH-
 EB4118'SOUTHEAST OF CLIO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 EB4118'P.O. BOX 191,
 EB4118'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EB4118'NORTHWEST
 EB4118'JUNCTION OF STATE HIGHWAYS 9 AND 57 IN LITTLE ROCK, 4.9 MILES (7.9 KM)
 EB4118'NORTH-NORTHWEST OF
 EB4118'DILLON, GO WEST-NORTHWEST ON HIGHWAY 9 FOR 2.65 MILES (4.26 KM) TO THE
 EB4118'JUNCTION OF STATE
 EB4118'ROAD 28 (CASHUA FERRY ROAD), BEAR LEFT ON ROAD 28 FOR 0.4 MILE (0.6
 EB4118'KM) TO THE JUNCTION OF
 EB4118'STATE ROAD 49 (HIGGINS ROAD), TURN LEFT ON ROAD 49 FOR 1.6 MILES (2.6
 EB4118'KM) TO THE STATION ON
 EB4118'THE RIGHT NEAR A BRICK SIGN FOR THE BOWLING GREEN U.M.C. CHURCH.
 EB4118'STATION IS A CONCRETE
 EB4118'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 38.1
 EB4118'FEET (11.6 M) WEST
 EB4118'OF THE CENTER OF THE ROAD, 31.4 FEET (9.6 M) NORTHWEST OF THE WEST END
 EB4118'OF A 2.0-FOOT
 EB4118'CONCRETE PIPE CULVERT BENEATH THE ROAD, 2.4 FEET (0.7 M) SOUTH OF THE
 EB4118'SOUTHWEST CORNER
 EB4118'OF THE SIGN, 90.3 FEET (27.5 M) EAST OF THE SOUTHEAST CORNER OF THE
 EB4118'CHURCH, 38.4 FEET (11.7 M)
 EB4118'NORTH-NORTHWEST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 EB4118'BENEATH THE
 EB4118'SOUTH ONE OF TWO DRIVEWAYS TO THE CHURCH, 140.5 FEET (42.8 M)
 EB4118'EAST-SOUTHEAST OF A POWER
 EB4118'POLE WITH SECURITY LIGHT. RECOVERED BY J.B. SMOAK.  RECOVERED BY T.
 EB4118'HALL.
 EB4118' 
 EB4118' 
 EB4118' 
 EB4118' 
 EB4118' 
 EB4118' 
 EB4118'
 EB4118
 EB4118                          STATION RECOVERY (2002)
 EB4118
 EB4118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EB4118'RECOVERED AS DESCRIBED.
 EB4118'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4119 ***********************************************************************
 EB4119  DESIGNATION -  17 025
 EB4119  PID         -  EB4119
 EB4119  STATE/COUNTY-  SC/DILLON
 EB4119  USGS QUAD   -  DILLON WEST (1980)
 EB4119
 EB4119                         *CURRENT SURVEY CONTROL
 EB4119  ___________________________________________________________________
 EB4119* NAD 83(1986)-  34 25 47.     (N)    079 28 25.     (W)     SCALED    
 EB4119* NAVD 88     -        35.780  (meters)     117.39   (feet)  ADJUSTED  
 EB4119  ___________________________________________________________________
 EB4119  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 EB4119  DYNAMIC HT  -          35.745 (meters)     117.27  (feet)  COMP
 EB4119  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EB4119
 EB4119  VERT ORDER  -  FIRST     CLASS II
 EB4119
 EB4119.The horizontal coordinates were scaled from a topographic map and have
 EB4119.an estimated accuracy of +/- 6 seconds.
 EB4119
 EB4119.The orthometric height was determined by differential leveling
 EB4119.and adjusted by the National Geodetic Survey in June 1994..
 EB4119
 EB4119.The geoid height was determined by GEOID03.
 EB4119
 EB4119.The dynamic height is computed by dividing the NAVD 88
 EB4119.geopotential number by the normal gravity value computed on the
 EB4119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4119.degrees latitude (g = 980.6199 gals.).
 EB4119
 EB4119.The modeled gravity was interpolated from observed gravity values.
 EB4119
 EB4119;                    North         East    Units  Estimated Accuracy
 EB4119;SPC SC       -   288,970.      749,880.      MT  (+/- 180 meters Scaled)
 EB4119
 EB4119                          SUPERSEDED SURVEY CONTROL
 EB4119
 EB4119.No superseded survey control is available for this station.
 EB4119
 EB4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU402108(NAD 83)
 EB4119_MARKER: DD = SURVEY DISK
 EB4119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4119_SP_SET: CONCRETE POST
 EB4119_STAMPING: 17 025 1993
 EB4119_MARK LOGO: SCGS  
 EB4119_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4119+STABILITY: SURFACE MOTION
 EB4119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4119+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4119
 EB4119  HISTORY     - Date     Condition        Report By
 EB4119  HISTORY     - 1993     MONUMENTED       SCGS
 EB4119
 EB4119                          STATION DESCRIPTION
 EB4119
 EB4119'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4119'STATION IS LOCATED 6.1 MILES (9.8 KM) WEST NORTHWEST OF DILLON, 6.8
 EB4119'MILES (10.9 KM) NORTHWEST OF LATTA. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4119'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4119'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EB4119'INTESTATE 95 AND STATE HIGHWAY 34, 2.4 MILES (3.9 KM) WEST OF DILLON,
 EB4119'GO WEST NORTHWEST ON HIGHWAY 34 FOR 3.1 MILES (5.0 KM) TO THE
 EB4119'JUNCTION OF STATE ROAD 49 RIGHT, CONTINUE ON HIGHWAY 34 FOR 1.3 MILES
 EB4119'(2.1 KM) TO THE STATION IN THE SOUTHEAST ANGLE OF AN ENTRANCE
 EB4119'DRIVEWAY LEFT LEADING TO A BRICK HOUSE WITH A CARPORT. STATION IS A
 EB4119'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE
 EB4119'HIGHWAY, 42.7 FEET (13.0 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 EB4119'HIGHWAY, 132.4 FEET (40.4 M) NORTH NORTHEAST OF THE NORTHEAST CORNER
 EB4119'OF THE MAIN BUILDING OF THE HOUSE, 15.4 FEET (4.7 M) SOUTHEAST OF THE
 EB4119'EAST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY,
 EB4119'47.5 FEET (14.5 M) EAST NORTHEAST OF A 0.8-FOOT PINE TREE WITH A SCGS
 EB4119'REFERENCE WASHER ATTACHED, 1.7 FEET (0.5 M) SOUTH SOUTHEAST OF A
 EB4119'WOODEN FENCE CORNER POST WITH A SCGS REFERENCE WASHER ATTACHED, 4.9
 EB4119'FEET (1.5 M) NORTH NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4120 ***********************************************************************
 EB4120  DESIGNATION -  17 026
 EB4120  PID         -  EB4120
 EB4120  STATE/COUNTY-  SC/DILLON
 EB4120  USGS QUAD   -  DILLON WEST (1980)
 EB4120
 EB4120                         *CURRENT SURVEY CONTROL
 EB4120  ___________________________________________________________________
 EB4120* NAD 83(1986)-  34 26 01.     (N)    079 29 10.     (W)     SCALED    
 EB4120* NAVD 88     -        36.044  (meters)     118.25   (feet)  ADJUSTED  
 EB4120  ___________________________________________________________________
 EB4120  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 EB4120  DYNAMIC HT  -          36.009 (meters)     118.14  (feet)  COMP
 EB4120  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 EB4120
 EB4120  VERT ORDER  -  FIRST     CLASS II
 EB4120
 EB4120.The horizontal coordinates were scaled from a topographic map and have
 EB4120.an estimated accuracy of +/- 6 seconds.
 EB4120
 EB4120.The orthometric height was determined by differential leveling
 EB4120.and adjusted by the National Geodetic Survey in June 1994..
 EB4120
 EB4120.The geoid height was determined by GEOID03.
 EB4120
 EB4120.The dynamic height is computed by dividing the NAVD 88
 EB4120.geopotential number by the normal gravity value computed on the
 EB4120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4120.degrees latitude (g = 980.6199 gals.).
 EB4120
 EB4120.The modeled gravity was interpolated from observed gravity values.
 EB4120
 EB4120;                    North         East    Units  Estimated Accuracy
 EB4120;SPC SC       -   289,390.      748,720.      MT  (+/- 180 meters Scaled)
 EB4120
 EB4120                          SUPERSEDED SURVEY CONTROL
 EB4120
 EB4120.No superseded survey control is available for this station.
 EB4120
 EB4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU390112(NAD 83)
 EB4120_MARKER: DD = SURVEY DISK
 EB4120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4120_SP_SET: CONCRETE POST
 EB4120_STAMPING: 17 026 1993
 EB4120_MARK LOGO: SCGS  
 EB4120_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4120+STABILITY: SURFACE MOTION
 EB4120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4120+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4120
 EB4120  HISTORY     - Date     Condition        Report By
 EB4120  HISTORY     - 1993     MONUMENTED       SCGS
 EB4120
 EB4120                          STATION DESCRIPTION
 EB4120
 EB4120'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4120'STATION IS LOCATED 6.7 MILES (10.8 KM) WEST OF DILLON, 7.4 MILES
 EB4120'(11.9 KM) NORTH NORTHWEST OF LATTA. OWNERSHIP--BERTHA TOWNSEND, ROUTE
 EB4120'1, BOX 54, LATTA, SC 29565, PHONE 803-774-2023. TO REACH THE STATION
 EB4120'FROM THE JUNCTION OVERPASS OF INTESTATE 95 AND STATE HIGHWAY 34, 2.4
 EB4120'MILES (3.9 KM) WEST OF DILLON, GO WEST NORTHWEST ON HIGHWAY 34 FOR
 EB4120'2.15 MILES (3.46 KM) TO THE STATION NEAR THE SOUTHEAST CORNER OF AN
 EB4120'OLD LOG CABIN STORE IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD
 EB4120'38. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EB4120'THE HIGHWAY, 75.0 FEET (22.9 M) NORTH NORTHEAST OF THE CENTER OF THE
 EB4120'HIGHWAY, 2.0 FEET (0.6 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF
 EB4120'THE STORE, 56.9 FEET (17.3 M) EAST OF AN IRON POST BASE OF A FLAG
 EB4120'POLE, 62.4 FEET (19.0 M) EAST OF THE SOUTHEAST END OF A 1.5-FOOT
 EB4120'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY TO A VINYL-SIDED HOUSE,
 EB4120'30.5 FEET (9.3 M) WEST OF A SECURITY LIGHT POLE. DESCRIBED BY T.
 EB4120'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4121 ***********************************************************************
 EB4121  DESIGNATION -  17 027
 EB4121  PID         -  EB4121
 EB4121  STATE/COUNTY-  SC/DILLON
 EB4121  USGS QUAD   -  BINGHAM (1972)
 EB4121
 EB4121                         *CURRENT SURVEY CONTROL
 EB4121  ___________________________________________________________________
 EB4121* NAD 83(1986)-  34 26 16.     (N)    079 30 11.     (W)     SCALED    
 EB4121* NAVD 88     -        37.620  (meters)     123.42   (feet)  ADJUSTED  
 EB4121  ___________________________________________________________________
 EB4121  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 EB4121  DYNAMIC HT  -          37.584 (meters)     123.31  (feet)  COMP
 EB4121  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 EB4121
 EB4121  VERT ORDER  -  FIRST     CLASS II
 EB4121
 EB4121.The horizontal coordinates were scaled from a topographic map and have
 EB4121.an estimated accuracy of +/- 6 seconds.
 EB4121
 EB4121.The orthometric height was determined by differential leveling
 EB4121.and adjusted by the National Geodetic Survey in June 1994..
 EB4121
 EB4121.The geoid height was determined by GEOID03.
 EB4121
 EB4121.The dynamic height is computed by dividing the NAVD 88
 EB4121.geopotential number by the normal gravity value computed on the
 EB4121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4121.degrees latitude (g = 980.6199 gals.).
 EB4121
 EB4121.The modeled gravity was interpolated from observed gravity values.
 EB4121
 EB4121;                    North         East    Units  Estimated Accuracy
 EB4121;SPC SC       -   289,830.      747,160.      MT  (+/- 180 meters Scaled)
 EB4121
 EB4121                          SUPERSEDED SURVEY CONTROL
 EB4121
 EB4121.No superseded survey control is available for this station.
 EB4121
 EB4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU375117(NAD 83)
 EB4121_MARKER: DD = SURVEY DISK
 EB4121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4121_SP_SET: CONCRETE POST
 EB4121_STAMPING: 17 027 1993
 EB4121_MARK LOGO: SCGS  
 EB4121_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4121+STABILITY: SURFACE MOTION
 EB4121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4121+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4121
 EB4121  HISTORY     - Date     Condition        Report By
 EB4121  HISTORY     - 1993     MONUMENTED       SCGS
 EB4121
 EB4121                          STATION DESCRIPTION
 EB4121
 EB4121'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4121'STATION IS LOCATED 7.5 MILES (12.1 KM) WEST NORTHWEST OF DILLON, 8.0
 EB4121'MILES (12.9 KM) NORTHWEST OF LATTA. OWNERSHIP--UNKNOWN. TO REACH THE
 EB4121'STATION FROM THE JUNCTION OVERPASS OF INTESTATE 95 AND STATE HIGHWAY
 EB4121'34, 2.4 MILES (3.9 KM) WEST OF DILLON, GO WEST NORTHWEST ON HIGHWAY
 EB4121'34 FOR 2.15 MILES (3.46 KM) TO THE JUNCTION OF STATE ROAD 38,
 EB4121'CONTINUE ON HIGHWAY 34 FOR 0.95 MILE (1.53 KM) TO A SAND DRIVEWAY
 EB4121'RIGHT LEADING TO THE COMMUNITY PRAYER HOUSE AND THE STATION NEAR THE
 EB4121'SOUTHEAST CORNER OF THE BUILDING. STATION IS A CONCRETE POST FLUSH
 EB4121'WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 46.6 FEET
 EB4121'(14.2 M) WEST OF THE CENTER OF THE DRIVEWAY, 3.2 FEET (1.0 M)
 EB4121'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 90.0 FEET (27.4 M)
 EB4121'NORTH OF THE CENTER OF THE HIGHWAY, 50.4 FEET (15.4 M) NORTH NORTHWEST
 EB4121'OF A POWER POLE WITH A SECURITY LIGHT, 91.4 FEET (27.9 M) NORTH
 EB4121'NORTHWEST OF THE NORTH END OF A 2.5-FOOT CONCRETE PIPE CULVERT
 EB4121'BENEATH THE HIGHWAY, 71.9 FEET (21.9 M) EAST OF THE SOUTHEAST CORNER
 EB4121'OF A CONCRETE BLOCK PUMP SHED. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4122 ***********************************************************************
 EB4122  DESIGNATION -  17 028
 EB4122  PID         -  EB4122
 EB4122  STATE/COUNTY-  SC/DILLON
 EB4122  USGS QUAD   -  BINGHAM (1972)
 EB4122
 EB4122                         *CURRENT SURVEY CONTROL
 EB4122  ___________________________________________________________________
 EB4122* NAD 83(1986)-  34 26 22.     (N)    079 31 06.     (W)     SCALED    
 EB4122* NAVD 88     -        37.808  (meters)     124.04   (feet)  ADJUSTED  
 EB4122  ___________________________________________________________________
 EB4122  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 EB4122  DYNAMIC HT  -          37.772 (meters)     123.92  (feet)  COMP
 EB4122  MODELED GRAV-     979,669.6   (mgal)                       NAVD 88
 EB4122
 EB4122  VERT ORDER  -  FIRST     CLASS II
 EB4122
 EB4122.The horizontal coordinates were scaled from a topographic map and have
 EB4122.an estimated accuracy of +/- 6 seconds.
 EB4122
 EB4122.The orthometric height was determined by differential leveling
 EB4122.and adjusted by the National Geodetic Survey in June 1994..
 EB4122
 EB4122.The geoid height was determined by GEOID03.
 EB4122
 EB4122.The dynamic height is computed by dividing the NAVD 88
 EB4122.geopotential number by the normal gravity value computed on the
 EB4122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4122.degrees latitude (g = 980.6199 gals.).
 EB4122
 EB4122.The modeled gravity was interpolated from observed gravity values.
 EB4122
 EB4122;                    North         East    Units  Estimated Accuracy
 EB4122;SPC SC       -   289,990.      745,750.      MT  (+/- 180 meters Scaled)
 EB4122
 EB4122                          SUPERSEDED SURVEY CONTROL
 EB4122
 EB4122.No superseded survey control is available for this station.
 EB4122
 EB4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU361118(NAD 83)
 EB4122_MARKER: DD = SURVEY DISK
 EB4122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4122_SP_SET: CONCRETE POST
 EB4122_STAMPING: 17 028 1993
 EB4122_MARK LOGO: SCGS  
 EB4122_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4122+STABILITY: SURFACE MOTION
 EB4122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4122+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4122
 EB4122  HISTORY     - Date     Condition        Report By
 EB4122  HISTORY     - 1993     MONUMENTED       SCGS
 EB4122
 EB4122                          STATION DESCRIPTION
 EB4122
 EB4122'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4122'STATION IS LOCATED 8.4 MILES (13.5 KM) WEST NORTHWEST OF DILLON, 8.4
 EB4122'MILES (13.5 KM) NORTHWEST OF LATTA. OWNERSHIP--FOREST PROPERTY. TO
 EB4122'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTESTATE 95 AND
 EB4122'STATE HIGHWAY 34, 2.4 MILES (3.9 KM) WEST OF DILLON, GO WEST
 EB4122'NORTHWEST ON HIGHWAY 34 FOR 2.15 MILES (3.46 KM) TO THE JUNCTION OF
 EB4122'STATE ROAD 38, CONTINUE ON HIGHWAY 34 FOR 1.85 MILES (2.98 KM) TO A
 EB4122'FIELD ROAD LEFT LEADING TO A LOCKED GATE, TURN LEFT ON THE FIELD ROAD
 EB4122'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR THE WEST ONE
 EB4122'OF TWO METAL GATE POSTS. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4122'GROUND AND LEVEL WITH THE HIGHWAY, 65.0 FEET (19.8 M) SOUTH SOUTHWEST
 EB4122'OF A FIRE BREAKER NUMBER 109 LEADING WEST NORTHWEST, 164.5 FEET
 EB4122'(50.1 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 15.6 FEET
 EB4122'(4.8 M) WEST NORTHWEST OF THE CENTER OF THE SAND ROAD, 8.2 FEET
 EB4122'(2.5 M) WEST NORTHWEST OF THE WEST GATE POST, 2.7 FEET (0.8 M) EAST
 EB4122'SOUTHEAST OF A 1.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 EB4122'ATTACHED, 23.8 FEET (7.3 M) WEST NORTHWEST OF THE EAST GATE POST, 1.4
 EB4122'FEET (0.4 M) NORTH NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4123 ***********************************************************************
 EB4123  DESIGNATION -  17 029
 EB4123  PID         -  EB4123
 EB4123  STATE/COUNTY-  SC/DILLON
 EB4123  USGS QUAD   -  BINGHAM (1972)
 EB4123
 EB4123                         *CURRENT SURVEY CONTROL
 EB4123  ___________________________________________________________________
 EB4123* NAD 83(1986)-  34 26 31.     (N)    079 32 17.     (W)     SCALED    
 EB4123* NAVD 88     -        38.018  (meters)     124.73   (feet)  ADJUSTED  
 EB4123  ___________________________________________________________________
 EB4123  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 EB4123  DYNAMIC HT  -          37.981 (meters)     124.61  (feet)  COMP
 EB4123  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 EB4123
 EB4123  VERT ORDER  -  FIRST     CLASS II
 EB4123
 EB4123.The horizontal coordinates were scaled from a topographic map and have
 EB4123.an estimated accuracy of +/- 6 seconds.
 EB4123
 EB4123.The orthometric height was determined by differential leveling
 EB4123.and adjusted by the National Geodetic Survey in June 1994..
 EB4123
 EB4123.The geoid height was determined by GEOID03.
 EB4123
 EB4123.The dynamic height is computed by dividing the NAVD 88
 EB4123.geopotential number by the normal gravity value computed on the
 EB4123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4123.degrees latitude (g = 980.6199 gals.).
 EB4123
 EB4123.The modeled gravity was interpolated from observed gravity values.
 EB4123
 EB4123;                    North         East    Units  Estimated Accuracy
 EB4123;SPC SC       -   290,240.      743,940.      MT  (+/- 180 meters Scaled)
 EB4123
 EB4123                          SUPERSEDED SURVEY CONTROL
 EB4123
 EB4123.No superseded survey control is available for this station.
 EB4123
 EB4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU343121(NAD 83)
 EB4123_MARKER: DD = SURVEY DISK
 EB4123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4123_SP_SET: CONCRETE POST
 EB4123_STAMPING: 17 029 1993
 EB4123_MARK LOGO: SCGS  
 EB4123_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4123+STABILITY: SURFACE MOTION
 EB4123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4123+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4123
 EB4123  HISTORY     - Date     Condition        Report By
 EB4123  HISTORY     - 1993     MONUMENTED       SCGS
 EB4123
 EB4123                          STATION DESCRIPTION
 EB4123
 EB4123'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4123'STATION IS LOCATED 9.4 MILES (15.1 KM) NORTHWEST OF LATTA, 9.6 MILES
 EB4123'(15.4 KM) WEST NORTHWEST OF DILLON. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4123'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4123'803-737-1350. TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 EB4123'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.2 MILES
 EB4123'(26.1 KM) SOUTHEAST OF BENNETTSVILLE, GO EAST SOUTHEAST ON HIGHWAY 34
 EB4123'FOR 4.7 MILES (7.6 KM) TO THE JUNCTION OF STATE ROAD 28, CONTINUE ON
 EB4123'HIGHWAY 34 FOR 0.05 MILE (0.08 KM) TO AN ENTRANCE DRIVEWAY RIGHT
 EB4123'LEADING TO THE MAGNOLIA A.M.E. CHURCH AND THE STATION NEAR SEVERAL
 EB4123'TELEPHONE JUNCTION BOXES IN THE SOUTHWEST ANGLE OF THE DRIVEWAY.
 EB4123'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4123'HIGHWAY, 28.9 FEET (8.8 M) NORTH NORTHEAST OF A SECURITY LIGHT POLE,
 EB4123'63.0 FEET (19.2 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 EB4123'56.9 FEET (17.3 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 29.4 FEET
 EB4123'(9.0 M) SOUTH SOUTHEAST OF A 3.0-FOOT CONCRETE PIPE CULVERT BENEATH
 EB4123'THE HIGHWAY, 3.2 FEET (1.0 M) EAST SOUTHEAST OF THE EAST CORNER OF A
 EB4123'CONCRETE FOUNDATION FOR TELEPHONE JUNCTION BOX 9010/PG/12/201-300 AND
 EB4123'9011/PG/12/301-400, 13.6 FEET (4.1 M) EAST SOUTHEAST OF THE EAST
 EB4123'CORNER OF TELEPHONE JUNCTION BOX P61/34-28, 21.0 FEET (6.4 M) EAST
 EB4123'SOUTHEAST OF A POWER LINE STUB POLE WITH AN ELECTRIC METER ATTACHED.
 EB4123'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4124 ***********************************************************************
 EB4124  DESIGNATION -  17 030
 EB4124  PID         -  EB4124
 EB4124  STATE/COUNTY-  SC/DILLON
 EB4124  USGS QUAD   -  BINGHAM (1972)
 EB4124
 EB4124                         *CURRENT SURVEY CONTROL
 EB4124  ___________________________________________________________________
 EB4124* NAD 83(1986)-  34 25 55.     (N)    079 32 42.     (W)     SCALED    
 EB4124* NAVD 88     -        37.633  (meters)     123.47   (feet)  ADJUSTED  
 EB4124  ___________________________________________________________________
 EB4124  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 EB4124  DYNAMIC HT  -          37.597 (meters)     123.35  (feet)  COMP
 EB4124  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 EB4124
 EB4124  VERT ORDER  -  FIRST     CLASS II
 EB4124
 EB4124.The horizontal coordinates were scaled from a topographic map and have
 EB4124.an estimated accuracy of +/- 6 seconds.
 EB4124
 EB4124.The orthometric height was determined by differential leveling
 EB4124.and adjusted by the National Geodetic Survey in June 1994..
 EB4124
 EB4124.The geoid height was determined by GEOID03.
 EB4124
 EB4124.The dynamic height is computed by dividing the NAVD 88
 EB4124.geopotential number by the normal gravity value computed on the
 EB4124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4124.degrees latitude (g = 980.6199 gals.).
 EB4124
 EB4124.The modeled gravity was interpolated from observed gravity values.
 EB4124
 EB4124;                    North         East    Units  Estimated Accuracy
 EB4124;SPC SC       -   289,120.      743,320.      MT  (+/- 180 meters Scaled)
 EB4124
 EB4124                          SUPERSEDED SURVEY CONTROL
 EB4124
 EB4124.No superseded survey control is available for this station.
 EB4124
 EB4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU336110(NAD 83)
 EB4124_MARKER: DD = SURVEY DISK
 EB4124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4124_SP_SET: CONCRETE POST
 EB4124_STAMPING: 17 030 1993
 EB4124_MARK LOGO: SCGS  
 EB4124_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4124+STABILITY: SURFACE MOTION
 EB4124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4124+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4124
 EB4124  HISTORY     - Date     Condition        Report By
 EB4124  HISTORY     - 1993     MONUMENTED       SCGS
 EB4124
 EB4124                          STATION DESCRIPTION
 EB4124
 EB4124'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4124'STATION IS LOCATED 9.1 MILES (14.6 KM) NORTHWEST OF LATTA, 9.9 MILES
 EB4124'(15.9 KM) WEST OF DILLON. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4124'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4124'803-737-1350. TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 EB4124'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.2 MILES
 EB4124'(26.1 KM) SOUTHEAST OF BENNETTSVILLE, GO EAST SOUTHEAST ON HIGHWAY 34
 EB4124'FOR 1.95 MILES (3.14 KM) TO THE JUNCTION OF STATE ROAD 63, CONTINUE
 EB4124'ON HIGHWAY 34 FOR 2.0 MILES (3.2 KM) TO THE STATION NEAR A POWER POLE
 EB4124'IN THE NORTHEAST ANGLE OF A DRIVEWAY RIGHT LEADING TO A SMALL
 EB4124'CONCRETE BLOCK HOUSE AT THE BINGHAM TOWN LIMITS. STATION IS A
 EB4124'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE
 EB4124'HIGHWAY, 33.6 FEET (10.2 M) SOUTH SOUTHWEST OF A TELEPHONE JUNCTION
 EB4124'BOX NUMBER 93, 36.7 FEET (11.2 M) SOUTHEAST OF THE CENTER OF THE
 EB4124'HIGHWAY, 5.3 FEET (1.6 M) SOUTHEAST OF THE NORTHEAST END OF A
 EB4124'2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 58.4 FEET
 EB4124'(17.8 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 4.4
 EB4124'FEET (1.3 M) SOUTH SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE
 EB4124'WASHER ATTACHED, 10.0 FEET (3.0 M) NORTH NORTHEAST OF THE CENTER OF
 EB4124'THE DRIVEWAY, 4.4 FEET (1.3 M) SOUTH SOUTHWEST OF A WITNESS POST.
 EB4124'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4125 ***********************************************************************
 EB4125  DESIGNATION -  17 031
 EB4125  PID         -  EB4125
 EB4125  STATE/COUNTY-  SC/DILLON
 EB4125  USGS QUAD   -  BINGHAM (1972)
 EB4125
 EB4125                         *CURRENT SURVEY CONTROL
 EB4125  ___________________________________________________________________
 EB4125* NAD 83(1986)-  34 25 23.     (N)    079 33 13.     (W)     SCALED    
 EB4125* NAVD 88     -        36.661  (meters)     120.28   (feet)  ADJUSTED  
 EB4125  ___________________________________________________________________
 EB4125  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 EB4125  DYNAMIC HT  -          36.625 (meters)     120.16  (feet)  COMP
 EB4125  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 EB4125
 EB4125  VERT ORDER  -  FIRST     CLASS II
 EB4125
 EB4125.The horizontal coordinates were scaled from a topographic map and have
 EB4125.an estimated accuracy of +/- 6 seconds.
 EB4125
 EB4125.The orthometric height was determined by differential leveling
 EB4125.and adjusted by the National Geodetic Survey in June 1994..
 EB4125
 EB4125.The geoid height was determined by GEOID03.
 EB4125
 EB4125.The dynamic height is computed by dividing the NAVD 88
 EB4125.geopotential number by the normal gravity value computed on the
 EB4125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4125.degrees latitude (g = 980.6199 gals.).
 EB4125
 EB4125.The modeled gravity was interpolated from observed gravity values.
 EB4125
 EB4125;                    North         East    Units  Estimated Accuracy
 EB4125;SPC SC       -   288,130.      742,540.      MT  (+/- 180 meters Scaled)
 EB4125
 EB4125                          SUPERSEDED SURVEY CONTROL
 EB4125
 EB4125.No superseded survey control is available for this station.
 EB4125
 EB4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU329100(NAD 83)
 EB4125_MARKER: DD = SURVEY DISK
 EB4125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4125_SP_SET: CONCRETE POST
 EB4125_STAMPING: 17 031 1993
 EB4125_MARK LOGO: SCGS  
 EB4125_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4125+STABILITY: SURFACE MOTION
 EB4125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4125+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4125
 EB4125  HISTORY     - Date     Condition        Report By
 EB4125  HISTORY     - 1993     MONUMENTED       SCGS
 EB4125
 EB4125                          STATION DESCRIPTION
 EB4125
 EB4125'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4125'STATION IS LOCATED 10.5 MILES (16.9 KM) WEST OF DILLON, 9.1 MILES
 EB4125'(14.6 KM) NORTHWEST OF LATTA. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4125'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4125'803-737-1350. TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 EB4125'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.2 MILES
 EB4125'(26.1 KM) SOUTHEAST OF BENNETTSVILLE, GO EAST SOUTHEAST ON HIGHWAY 34
 EB4125'FOR 1.95 MILES (3.14 KM) TO THE JUNCTION OF STATE ROAD 63, CONTINUE
 EB4125'ON HIGHWAY 34 FOR 1.2 MILES (1.9 KM) TO THE STATION NEAR A TREE LINE
 EB4125'IN THE NORTHEAST ANGLE OF A SAND CROSSROAD. STATION IS A CONCRETE
 EB4125'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY,
 EB4125'47.9 FEET (14.6 M) NORTHWEST OF THE SIGN POST FOR A SIGN FOR REEDY
 EB4125'CREEK SPRINGS, 78.4 FEET (23.9 M) NORTHWEST OF THE CENTER OF THE
 EB4125'HIGHWAY, 27.0 FEET (8.2 M) EAST NORTHEAST OF THE CENTER OF THE SAND
 EB4125'ROAD, 51.7 FEET (15.8 M) NORTH OF THE NORTHEAST END OF A 3.0-FOOT
 EB4125'CONCRETE PIPE CULVERT BENEATH THE SAND ROAD, 76.6 FEET (23.3 M) NORTH
 EB4125'NORTHEAST OF A POWER POLE WITH THREE GUY WIRES, 3.3 FEET (1.0 M) WEST
 EB4125'NORTHWEST OF A 1.3-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 EB4125'ATTACHED, 2.0 FEET (0.6 M) SOUTH SOUTHEAST OF A WITNESS POST.
 EB4125'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4126 ***********************************************************************
 EB4126  CBN         -  This is a Cooperative Base Network Control Station.
 EB4126  DESIGNATION -  17 032
 EB4126  PID         -  EB4126
 EB4126  STATE/COUNTY-  SC/DILLON
 EB4126  USGS QUAD   -  BINGHAM (1972)
 EB4126
 EB4126                         *CURRENT SURVEY CONTROL
 EB4126  ___________________________________________________________________
 EB4126* NAD 83(2001)-  34 24 29.30119(N)    079 33 56.95929(W)     ADJUSTED  
 EB4126* NAVD 88     -        41.185  (meters)     135.12   (feet)  ADJUSTED  
 EB4126  ___________________________________________________________________
 EB4126  X           -     954,032.114 (meters)                     COMP
 EB4126  Y           -  -5,180,704.908 (meters)                     COMP
 EB4126  Z           -   3,583,894.245 (meters)                     COMP
 EB4126  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 EB4126  ELLIP HEIGHT-           8.70  (meters)          (01/30/03) GPS OBS
 EB4126  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 EB4126  DYNAMIC HT  -          41.145 (meters)     134.99  (feet)  COMP
 EB4126  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EB4126
 EB4126  HORZ ORDER  -  B
 EB4126  VERT ORDER  -  FIRST     CLASS II
 EB4126  ELLP ORDER  -  FOURTH    CLASS II
 EB4126
 EB4126.The horizontal coordinates were established by GPS observations
 EB4126.and adjusted by the National Geodetic Survey in January 2003..
 EB4126
 EB4126.The orthometric height was determined by differential leveling
 EB4126.and adjusted by the National Geodetic Survey in June 1994..
 EB4126
 EB4126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4126
 EB4126.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4126
 EB4126.The ellipsoidal height was determined by GPS observations
 EB4126.and is referenced to NAD 83.
 EB4126
 EB4126.The geoid height was determined by GEOID03.
 EB4126
 EB4126.The dynamic height is computed by dividing the NAVD 88
 EB4126.geopotential number by the normal gravity value computed on the
 EB4126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4126.degrees latitude (g = 980.6199 gals.).
 EB4126
 EB4126.The modeled gravity was interpolated from observed gravity values.
 EB4126
 EB4126;                    North         East     Units Scale Factor Converg.
 EB4126;SPC SC       -   286,455.816   741,438.685   MT  0.99987663   +0 47 42.4
 EB4126;SPC SC       -   939,815.67  2,432,541.62   iFT  0.99987663   +0 47 42.4
 EB4126;UTM  17      - 3,808,343.484   631,811.456   MT  0.99981416   +0 48 38.0
 EB4126
 EB4126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4126!SPC SC       -   0.99999863  x   0.99987663  =   0.99987526
 EB4126!UTM  17      -   0.99999863  x   0.99981416  =   0.99981279
 EB4126
 EB4126                          SUPERSEDED SURVEY CONTROL
 EB4126
 EB4126  NAD 83(1986)-  34 24 29.31329(N)    079 33 56.95907(W) AD(       ) 1
 EB4126  NAD 83(1995)-  34 24 29.30119(N)    079 33 56.95926(W) AD(       ) B
 EB4126  ELLIP H (09/11/96)    8.69   (m)                       GP(       ) 4 1
 EB4126  NAVD 88 (11/04/96)   41.19   (m)          135.1    (f) LEVELING    3  
 EB4126  NAVD 88 (09/11/96)   41.19   (m)          135.1    (f) LEVELING    3  
 EB4126
 EB4126.Superseded values are not recommended for survey control.
 EB4126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4126.See file dsdata.txt to determine how the superseded data were derived.
 EB4126
 EB4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3181108343(NAD 83)
 EB4126_MARKER: DD = SURVEY DISK
 EB4126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4126_SP_SET: CONCRETE POST
 EB4126_STAMPING: 17 032 1993
 EB4126_MARK LOGO: SCGS  
 EB4126_PROJECTION: FLUSH
 EB4126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4126+STABILITY: SURFACE MOTION
 EB4126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4126+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 EB4126
 EB4126  HISTORY     - Date     Condition        Report By
 EB4126  HISTORY     - 1993     MONUMENTED       SCGS
 EB4126  HISTORY     - 19950821 GOOD             SCGS
 EB4126  HISTORY     - 19960801 GOOD             SCGS
 EB4126  HISTORY     - 19970318 GOOD             SCGS
 EB4126  HISTORY     - 20010605 GOOD             SCGS
 EB4126  HISTORY     - 20011009 GOOD             SCGS
 EB4126  HISTORY     - 20021212 GOOD             SCGS
 EB4126  HISTORY     - 20050103 GOOD             SCGS
 EB4126  HISTORY     - 20050926 GOOD             SCGS
 EB4126
 EB4126                          STATION DESCRIPTION
 EB4126
 EB4126'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4126'STATION IS LOCATED 11.5 MILES (18.5 KM) WEST OF DILLON, 9.0 MILES
 EB4126'(14.5 KM) NORTHWEST OF LATTA. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4126'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4126'803-737-1350. TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 EB4126'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.2 MILES
 EB4126'(26.1 KM) SOUTHEAST OF BENNETTSVILLE, GO EAST SOUTHEAST ON HIGHWAY 34
 EB4126'FOR 1.95 MILES (3.14 KM) TO THE JUNCTION OF STATE ROAD 63, TURN RIGHT
 EB4126'ON ROAD 63 FOR 0.15 MILE (0.24 KM) TO THE STATION NEAR A BRICK
 EB4126'ENTRANCE POST IN THE WEST ANGLE OF A SAND DRIVEWAY LEADING TO A BRICK
 EB4126'HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EB4126'WITH THE ROAD, 14.1 FEET (4.3 M) NORTHWEST OF THE CENTER OF THE
 EB4126'DRIVEWAY, 38.0 FEET (11.6 M) SOUTHWEST OF THE CENTER OF THE ROAD,
 EB4126'20.5 FEET (6.2 M) SOUTHWEST OF THE NORTHWEST END OF A 2.0-FOOT METAL
 EB4126'PIPE CULVERT BENEATH THE DRIVEWAY, 2.0 FEET (0.6 M) WEST NORTHWEST OF
 EB4126'THE NORTH CORNER OF THE ENTRANCE POST, 6.4 FEET (2.0 M) SOUTH
 EB4126'SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 4.3 FEET (1.3 M) SOUTH
 EB4126'SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 142, 6.6 FEET (2.0 M)
 EB4126'SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4126
 EB4126                          STATION RECOVERY (1995)
 EB4126
 EB4126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995
 EB4126'RECOVERED AS DESCRIBED.
 EB4126
 EB4126                          STATION RECOVERY (1996)
 EB4126
 EB4126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB4126'RECOVERED AS DESCRIBED.
 EB4126
 EB4126                          STATION RECOVERY (1997)
 EB4126
 EB4126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 EB4126'RECOVERED AS DESCRIBED.
 EB4126
 EB4126                          STATION RECOVERY (2001)
 EB4126
 EB4126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4126'STATION IS LOCATED 9.15 MILES (14.73 KM) WEST NORTHWEST OF LATTA, 11.1
 EB4126'MILES (17.9 KM) WEST OF DILLON.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB4126'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB4126'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4126'HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.2 MILES (26.1
 EB4126'KM) SOUTHEAST OF BENNETTSVILLE, GO EAST SOUTHEAST ON HIGHWAY 34 FOR
 EB4126'2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 63 , TURN RIGHT ON
 EB4126'ROAD 63 FOR 0.15 MILE (0.24 KM) TO THE STATION NEAR A BRICK ENTRANCE
 EB4126'MARKER IN THE WEST ANGLE OF A CONCRETE DRIVEWAY LEADING TO A BRICK
 EB4126'HOUSE NUMBER 2845.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EB4126'AND LEVEL WITH THE ROAD, 37.4 FEET (11.4 M) SOUTHWEST OF THE CENTER OF
 EB4126'THE ROAD, 1.8 FEET (0.5 M) NORTH OF THE WEST CORNER OF THE ENTRANCE
 EB4126'MARKER, 6.6 FEET (2.0 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION BOX
 EB4126'NUMBER 142, 15.0 FEET (4.6 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY,
 EB4126'6.6 FEET (2.0 M) SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED BY D.D.
 EB4126'WOODS.
 EB4126
 EB4126                          STATION RECOVERY (2001)
 EB4126
 EB4126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4126'STATION IS LOCATED 11.85 MILES (19.07 KM) SOUTH OF CLIO, 22.9 MILES
 EB4126'(36.9 KM) WEST OF DILLON.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB4126'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB4126'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4126'HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 9.9 MILES (15.9
 EB4126'KM) WEST NORTHWEST OF LATTA, GO EAST NORTHEAST ON HIGHWAY 34 FOR 2.0
 EB4126'MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 63 , TURN RIGHT ON ROAD
 EB4126'63 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR A BRICK
 EB4126'ENTRANCE COLUMN IN THE WEST ANGLE OF A CONCRETE DRIVEWAY LEADING TO A
 EB4126'BRICK HOUSE NUMBER 2845.  STATION IS A CONCRETE POST FLUSH WITH THE
 EB4126'GROUND AND LEVEL WITH THE ROAD, 37.2 FEET (11.3 M) SOUTHWEST OF THE
 EB4126'CENTER OF THE ROAD, 4.7 FEET (1.4 M) SOUTH SOUTHEAST OF A TELEPHONE
 EB4126'JUNCTION BOX NUMBER 142, 1.6 FEET (0.5 M) NORTH OF THE WEST CORNER OF
 EB4126'THE COLUMN, 20.8 FEET (6.3 M) WEST SOUTHWEST OF THE NORTHEAST END OF A
 EB4126'1.5-FOOT METAL PIPE CULVERT BENEATH THE DRIVEWAY, 6.6 FEET (2.0 M)
 EB4126'SOUTH SOUTHEAST OF A WITNESS POST.
 EB4126
 EB4126                          STATION RECOVERY (2002)
 EB4126
 EB4126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EB4126'STATION IS LOCATED 9.15 MILES WEST NORTHWEST OF LATTA, 11.1 MILES WEST
 EB4126'OF DILLON.
 EB4126'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 EB4126'SC 29202, PHONE 803-737-1350.
 EB4126'
 EB4126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 34 IN
 EB4126'THE COMMUNITY
 EB4126'OF BROWNSVILLE, 12.6 MILES WEST OF DILLON, GO EAST NORTHEAST ON
 EB4126'HIGHWAY 34 FOR 2.0
 EB4126'MILES TO THE JUNCTION OF STATE ROAD 63 (CATFISH CHURCH ROAD), TURN
 EB4126'RIGHT ON ROAD 63
 EB4126'FOR 0.15 MILE TO THE STATION ON THE RIGHT NEAR A BRICK ENTRANCE POST
 EB4126'IN THE WEST
 EB4126'ANGLE OF A DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 2845.
 EB4126'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4126'ROAD, 37.7 FEET
 EB4126'SOUTHWEST OF THE CENTER OF THE ROAD, 14.4 FEET NORTHWEST OF THE CENTER
 EB4126'OF THE
 EB4126'DRIVEWAY, 1.6 FEET NORTH OF THE WEST CORNER OF THE ENTRANCE POST, 6.3
 EB4126'FEET SOUTH
 EB4126'SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 4.5 FEET SOUTH SOUTHEAST
 EB4126'OF A TELEPHONE
 EB4126'JUNCTION BOX NUMBER 142, 32.5 FEET WEST NORTHWEST OF THE SOUTHEAST END
 EB4126'OF A 1.2-FOOT
 EB4126'METAL PIPE CULVERT BENEATH THE DRIVEWAY, 6.5 FEET SOUTH SOUTHEAST OF A
 EB4126'WITNESS POST.
 EB4126'RECOVERED BY J.B. SMOAK.
 EB4126
 EB4126                          STATION RECOVERY (2005)
 EB4126
 EB4126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 EB4126'RECOVERED AS DESCRIBED.
 EB4126
 EB4126                          STATION RECOVERY (2005)
 EB4126
 EB4126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 EB4126'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2661 ***********************************************************************
 CK2661  DESIGNATION -  17 18 WDL
 CK2661  PID         -  CK2661
 CK2661  STATE/COUNTY-  SC/CHARLESTON
 CK2661  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2661
 CK2661                         *CURRENT SURVEY CONTROL
 CK2661  ___________________________________________________________________
 CK2661* NAD 83(2001)-  32 39 52.16091(N)    080 07 32.63722(W)     ADJUSTED  
 CK2661* NAVD 88     -         4.915  (meters)      16.13   (feet)  ADJUSTED  
 CK2661  ___________________________________________________________________
 CK2661  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CK2661  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 CK2661  DYNAMIC HT  -           4.910 (meters)      16.11  (feet)  COMP
 CK2661  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 CK2661
 CK2661  HORZ ORDER  -  SECOND
 CK2661  VERT ORDER  -  FIRST     CLASS II
 CK2661
 CK2661.The horizontal coordinates were established by classical geodetic methods
 CK2661.and adjusted by the National Geodetic Survey in March 2004..
 CK2661
 CK2661.The orthometric height was determined by differential leveling
 CK2661.and adjusted by the National Geodetic Survey in June 1991..
 CK2661
 CK2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2661
 CK2661.The geoid height was determined by GEOID03.
 CK2661
 CK2661.The dynamic height is computed by dividing the NAVD 88
 CK2661.geopotential number by the normal gravity value computed on the
 CK2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2661.degrees latitude (g = 980.6199 gals.).
 CK2661
 CK2661.The modeled gravity was interpolated from observed gravity values.
 CK2661
 CK2661;                    North         East     Units Scale Factor Converg.
 CK2661;SPC SC       -    92,524.527   691,605.535   MT  0.99994612   +0 29 04.9
 CK2661;SPC SC       -   303,558.16  2,269,047.03   iFT  0.99994612   +0 29 04.9
 CK2661;UTM  17      - 3,614,430.764   581,979.466   MT  0.99968287   +0 28 18.8
 CK2661
 CK2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2661!SPC SC       -   1.00000438  x   0.99994612  =   0.99995050
 CK2661!UTM  17      -   1.00000438  x   0.99968287  =   0.99968725
 CK2661
 CK2661                          SUPERSEDED SURVEY CONTROL
 CK2661
 CK2661  NAD 83(1986)-  32 39 52.17032(N)    080 07 32.64146(W) AD(       ) 2
 CK2661  NGVD 29 (03/21/89)    5.213  (m)           17.10   (f) ADJUSTED    1 2
 CK2661
 CK2661.Superseded values are not recommended for survey control.
 CK2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2661.See file dsdata.txt to determine how the superseded data were derived.
 CK2661
 CK2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8197914431(NAD 83)
 CK2661_MARKER: DB = BENCH MARK DISK
 CK2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2661_SP_SET: CONCRETE POST
 CK2661_STAMPING: 17 18 WDL 1957
 CK2661_MARK LOGO: USGS  
 CK2661_PROJECTION: FLUSH
 CK2661_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2661+STABILITY: SURFACE MOTION
 CK2661
 CK2661  HISTORY     - Date     Condition        Report By
 CK2661  HISTORY     - 1957     MONUMENTED       USGS
 CK2661  HISTORY     - 1984     GOOD             NGS
 CK2661  HISTORY     - 1984     GOOD             SCGS
 CK2661  HISTORY     - 19950615 GOOD             USPSQD
 CK2661
 CK2661                          STATION DESCRIPTION
 CK2661
 CK2661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 CK2661'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI)
 CK2661'SOUTHWEST OF THE JOHNS ISLAND RURAL CENTER, 5.0 KM (3.1 MI)
 CK2661'NORTHEAST OF THE JUNCTION OF RIVER AND BOHICKET ROADS AND ON JOHNS
 CK2661'ISLAND IN A SMALL CLEARING AT A T-ROAD.
 CK2661'OWNERSHIP--ORANGE HILL ASSOCIATED, POST OFFICE BOX 830, CONWAY SC
 CK2661'29526.
 CK2661'
 CK2661'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 700 AND
 CK2661'S-10-20 (BOHICKET ROAD) ON JOHNS ISLAND, GO SOUTHEAST ON S-10-20
 CK2661'FOR 3.9 KM (2.4 MI) TO A FORK.  BEAR RIGHT ON S-10-20 0.2 KM (0.15
 CK2661'MI) TO THE RURAL CENTER ON THE LEFT.  CONTINUE AHEAD FOR 2.6 KM
 CK2661'(1.6 MI) TO A DIRT ROAD RIGHT (OAK BRANCH ROAD) CONTINUE AHEAD FOR
 CK2661'3.4 KM (2.1 MI) TO A DIRT ROAD RIGHT AT SIGN ORANGE HILL PLANTATION
 CK2661'AND THE STATION ON THE RIGHT.
 CK2661'
 CK2661'THE STATION IS A STANDARD USGS DISK
 CK2661'STAMPED---18 WDL---,
 CK2661'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CK2661'15 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 CK2661'15.8 METERS (52 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 CK2661'PAVED ROAD,
 CK2661'12.19 METERS (40 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF A
 CK2661'TRACK ROAD,
 CK2661'7.47 METERS (24.5 FT) WEST FROM A 0.7 METER IN DIAMETER LIVE OAK
 CK2661'TREE AND
 CK2661'5.64 METERS (18.5 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK2661'
 CK2661'A TAPE TRAVERSE WAS MADE TO STATION ORANGE.  SEE DESCRIPTION
 CK2661'THEREOF.
 CK2661'
 CK2661'DESCRIBED BY D.L. MCFARLAND.
 CK2661
 CK2661                          STATION RECOVERY (1984)
 CK2661
 CK2661'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2661'9.3 KM (5.8 MI) NE FROM ROCKVILLE.
 CK2661'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2661'JOHNS ISLAND POST OFFICE, THENCE 9.6 KILOMETERS (6.0 MILES) SOUTHERLY
 CK2661'ALONG COUNTY ROAD S-10-20, SET IN THE VEE OF A GRASS ROAD AND A SAND
 CK2661'DRIVE LEADING TO THE ORANGE HILL PLANTATION, 14.9 METERS (49.2 FEET)
 CK2661'NORTHEAST OF A LONE 36-INCH PALM TREE, 11.4 METERS (37.6 FEET)
 CK2661'NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 6.2 METERS (20.3 FEET)
 CK2661'EAST OF TRIANGULATION STATION ORANGE, 5.8 METERS (19.0 FEET)
 CK2661'WEST-SOUTHWEST OF A 50-INCH OAK TREE ON THE SOUTHWEST SIDE OF THE
 CK2661'GRASS ROAD.
 CK2661'THE MARK IS 7.50 METERS  SE FROM  FIBER GLASS
 CK2661'THE MARK IS 0.20 M ABOVE COUNTY ROAD.
 CK2661
 CK2661                          STATION RECOVERY (1995)
 CK2661
 CK2661'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3196 ***********************************************************************
 CK3196  DESIGNATION -  17 84 MSL
 CK3196  PID         -  CK3196
 CK3196  STATE/COUNTY-  SC/CHARLESTON
 CK3196  USGS QUAD   -  LEGAREVILLE (1971)
 CK3196
 CK3196                         *CURRENT SURVEY CONTROL
 CK3196  ___________________________________________________________________
 CK3196* NAD 83(2001)-  32 42 03.12874(N)    080 00 39.36288(W)     ADJUSTED  
 CK3196* NAVD 88     -         5.14   (+/-2cm)      16.9    (feet)  VERTCON   
 CK3196  ___________________________________________________________________
 CK3196  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 CK3196  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 CK3196
 CK3196  HORZ ORDER  -  SECOND
 CK3196  VERT ORDER  -  THIRD (See Below)
 CK3196
 CK3196.The horizontal coordinates were established by classical geodetic methods
 CK3196.and adjusted by the National Geodetic Survey in March 2004..
 CK3196
 CK3196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK3196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK3196.The vertical order pertains to the NGVD 29 superseded value.
 CK3196
 CK3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3196
 CK3196.The geoid height was determined by GEOID03.
 CK3196
 CK3196;                    North         East     Units Scale Factor Converg.
 CK3196;SPC SC       -    96,655.669   702,334.611   MT  0.99993530   +0 32 54.0
 CK3196;SPC SC       -   317,111.77  2,304,247.41   iFT  0.99993530   +0 32 54.0
 CK3196;UTM  17      - 3,618,558.380   592,706.862   MT  0.99970598   +0 32 03.8
 CK3196
 CK3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3196!SPC SC       -   1.00000438  x   0.99993530  =   0.99993968
 CK3196!UTM  17      -   1.00000438  x   0.99970598  =   0.99971036
 CK3196
 CK3196                          SUPERSEDED SURVEY CONTROL
 CK3196
 CK3196  NAD 83(1986)-  32 42 03.13632(N)    080 00 39.36710(W) AD(       ) 2
 CK3196  NGVD 29 (12/15/87)    5.44   (m)           17.8    (f) LEVELING    3  
 CK3196
 CK3196.Superseded values are not recommended for survey control.
 CK3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3196.See file dsdata.txt to determine how the superseded data were derived.
 CK3196
 CK3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9270718558(NAD 83)
 CK3196_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK3196_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK3196+WITH SETTING: PAVEMENT
 CK3196_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3196+STABILITY: SURFACE MOTION
 CK3196
 CK3196  HISTORY     - Date     Condition        Report By
 CK3196  HISTORY     - UNK      MONUMENTED
 CK3196  HISTORY     - 1984     GOOD             NGS
 CK3196  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK3196  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CK3196
 CK3196                          STATION DESCRIPTION
 CK3196
 CK3196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 CK3196'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 CK3196'SOUTH OF THE HIGHWAY 700 BRIDGE OVER THE STONO RIVER, 2.0 KM (1.25
 CK3196'MI) WEST OF THE STONO RIVER, ON JOHNS ISLAND AND AT THE CHARLESTON
 CK3196'EXECUTIVE AIRPORT.
 CK3196'OWNERSHIP--CHARLESTON EXECUTIVE AIRPORT, MR MARION REID AIRPORT
 CK3196'MANAGER, ROUTE 5 BOX 216, JOHNS ISLAND SC 29455, PHONE 803-559-0773.
 CK3196'
 CK3196'TO REACH THE STATION FROM THE JOHNS ISLAND POST OFFICE, GO
 CK3196'NORTHEAST ON STATE HIGHWAY 700 FOR 0.2 KM (0.15 MI) TO A CROSSROAD,
 CK3196'RIVER ROAD.  TURN RIGHT, SOUTHEAST ON RIVER ROAD FOR 5.3 KM (3.3
 CK3196'MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, EAST ON PAVED
 CK3196'ROAD FOR 0.3 KM (0.2 MI) TO A TAXI STRIP.  TURN RIGHT, SOUTH, FOR
 CK3196'30 METERS (100 FT) TO STATION EXEC ON THE LEFT, AND THE STATION.
 CK3196'
 CK3196'THE STATION IS A DISK (THAT IS DOUBLE STAMPED AS FOLLOWS)
 CK3196'STAMPED---17.84 MSL 17.84 MSL---,
 CK3196'SET INTO A DRILL HOLE IN A CONCRETE SLAB (TAXI STRIP) SET FLUSH.
 CK3196'LOCATED
 CK3196'40.5 METERS (132.8 FT) NORTHEAST FROM A POWER POLE,
 CK3196'20.1 METERS (66.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF A PAVED
 CK3196'ROAD AND
 CK3196'0.3 METER (1.0 FT) EAST FROM THE WEST EDGE OF A NORTH-SOUTH
 CK3196'TAXIWAY.
 CK3196'
 CK3196'NO LIGHT SHOWN FROM THIS STATION.
 CK3196'
 CK3196'A TAPED TRAVERSE WAS MADE TO STATION EXEC.
 CK3196'
 CK3196'DESCRIBED BY R.T. WOODRUFF.
 CK3196
 CK3196                          STATION RECOVERY (2001)
 CK3196
 CK3196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3196'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK3196
 CK3196                          STATION RECOVERY (2001)
 CK3196
 CK3196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3196'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2875 ***********************************************************************
 CK2875  DESIGNATION -  17 RFJ
 CK2875  PID         -  CK2875
 CK2875  STATE/COUNTY-  SC/COLLETON
 CK2875  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2875
 CK2875                         *CURRENT SURVEY CONTROL
 CK2875  ___________________________________________________________________
 CK2875* NAD 83(1986)-  32 56 37.     (N)    080 29 37.     (W)     SCALED    
 CK2875* NAVD 88     -        13.749  (meters)      45.11   (feet)  ADJUSTED  
 CK2875  ___________________________________________________________________
 CK2875  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 CK2875  DYNAMIC HT  -          13.734 (meters)      45.06  (feet)  COMP
 CK2875  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 CK2875
 CK2875  VERT ORDER  -  FIRST     CLASS II
 CK2875
 CK2875.The horizontal coordinates were scaled from a topographic map and have
 CK2875.an estimated accuracy of +/- 6 seconds.
 CK2875
 CK2875.The orthometric height was determined by differential leveling
 CK2875.and adjusted by the National Geodetic Survey in June 1991..
 CK2875
 CK2875.The geoid height was determined by GEOID03.
 CK2875
 CK2875.The dynamic height is computed by dividing the NAVD 88
 CK2875.geopotential number by the normal gravity value computed on the
 CK2875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2875.degrees latitude (g = 980.6199 gals.).
 CK2875
 CK2875.The modeled gravity was interpolated from observed gravity values.
 CK2875
 CK2875;                    North         East    Units  Estimated Accuracy
 CK2875;SPC SC       -   123,250.      656,950.      MT  (+/- 180 meters Scaled)
 CK2875
 CK2875                          SUPERSEDED SURVEY CONTROL
 CK2875
 CK2875  NGVD 29 (03/21/89)   14.039  (m)           46.06   (f) ADJUSTED    1 2
 CK2875
 CK2875.Superseded values are not recommended for survey control.
 CK2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2875.See file dsdata.txt to determine how the superseded data were derived.
 CK2875
 CK2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS473451(NAD 83)
 CK2875_MARKER: DD = SURVEY DISK
 CK2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2875_SP_SET: CONCRETE POST
 CK2875_STAMPING: 46 17 RFJ 1972
 CK2875_MARK LOGO: USGS  
 CK2875_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2875
 CK2875  HISTORY     - Date     Condition        Report By
 CK2875  HISTORY     - 1972     MONUMENTED       USGS
 CK2875  HISTORY     - 1983     GOOD             SCGS
 CK2875  HISTORY     - 20050815 MARK NOT FOUND   SCGS
 CK2875
 CK2875                          STATION DESCRIPTION
 CK2875
 CK2875'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2875'1.85 KM (1.25 MI) NW FROM COTTAGEVILLE.
 CK2875'1.5 KILOMETERS (0.95 MILE) NORTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2875'FROM THE COTTAGEVILLE POST OFFICE, SET IN THE NORTHEAST ANGLE OF ROAD
 CK2875'RIGHT (STATE HIGHWAY 651), 1.3 METERS (4.2 FEET) NORTH-NORTHEAST OF A
 CK2875'POWER POLE NUMBER 24872, 15.2 METERS (50.0 FEET) SOUTHEAST OF THE
 CK2875'APPROXIMATE CENTER OF HIGHWAY 651, 13.3 METERS (43.6 FEET)
 CK2875'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF HIGHWAY 17.
 CK2875'THE MARK IS 0.10 METERS  WSW FROM A WITNESS POST.
 CK2875'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2875
 CK2875                          STATION RECOVERY (2005)
 CK2875
 CK2875'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2875'A 5 MINUTE WAS CONDUCTED AND A BROKEN CONCRETE MONUMENT WAS FOUND AT
 CK2875'THE DESCRIBED LOCATION BUT NO DISK WAS FOUND, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5677 ***********************************************************************
 CK5677  HT_MOD      -  This is a Height Modernization Survey Station.
 CK5677  DESIGNATION -  1700
 CK5677  PID         -  CK5677
 CK5677  STATE/COUNTY-  SC/BEAUFORT
 CK5677  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK5677
 CK5677                         *CURRENT SURVEY CONTROL
 CK5677  ___________________________________________________________________
 CK5677* NAD 83(2001)-  32 18 27.37477(N)    080 30 04.94951(W)     ADJUSTED  
 CK5677* NAVD 88     -         2.04   (meters)       6.7    (feet)  GPS OBS   
 CK5677  ___________________________________________________________________
 CK5677  X           -     890,449.334 (meters)                     COMP
 CK5677  Y           -  -5,321,899.893 (meters)                     COMP
 CK5677  Z           -   3,389,293.749 (meters)                     COMP
 CK5677  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CK5677  ELLIP HEIGHT-         -29.94  (meters)          (06/28/04) GPS OBS
 CK5677  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK5677  DYNAMIC HT  -           2.04  (meters)       6.7   (feet)  COMP
 CK5677  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 CK5677
 CK5677  HORZ ORDER  -  FIRST
 CK5677  VERT ORDER  -  THIRD (See Below)
 CK5677  ELLP ORDER  -  FOURTH    CLASS I
 CK5677
 CK5677.The horizontal coordinates were established by GPS observations
 CK5677.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK5677
 CK5677.The orthometric height was determined by GPS observations and a
 CK5677.high-resolution geoid model using precise GPS observation and
 CK5677.processing techniques. It supersedes the leveled height previously
 CK5677.determined for this station.
 CK5677.The vertical order pertains to the first NAVD 88 superseded value.
 CK5677
 CK5677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5677
 CK5677.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5677
 CK5677.The ellipsoidal height was determined by GPS observations
 CK5677.and is referenced to NAD 83.
 CK5677
 CK5677.The geoid height was determined by GEOID03.
 CK5677
 CK5677.The dynamic height is computed by dividing the NAVD 88
 CK5677.geopotential number by the normal gravity value computed on the
 CK5677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5677.degrees latitude (g = 980.6199 gals.).
 CK5677
 CK5677.The modeled gravity was interpolated from observed gravity values.
 CK5677
 CK5677;                    North         East     Units Scale Factor Converg.
 CK5677;SPC SC       -    52,713.801   656,561.935   MT  1.00007329   +0 16 35.2
 CK5677;SPC SC       -   172,945.54  2,154,074.59   iFT  1.00007329   +0 16 35.2
 CK5677;UTM  17      - 3,574,641.283   546,940.148   MT  0.99962717   +0 15 59.4
 CK5677
 CK5677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5677!SPC SC       -   1.00000470  x   1.00007329  =   1.00007799
 CK5677!UTM  17      -   1.00000470  x   0.99962717  =   0.99963187
 CK5677
 CK5677                          SUPERSEDED SURVEY CONTROL
 CK5677
 CK5677  NAD 83(1986)-  32 18 27.38578(N)    080 30 04.95728(W) AD(       ) 1
 CK5677  NAD 83(2001)-  32 18 27.37383(N)    080 30 04.94702(W) AD(       ) 3
 CK5677  NAD 83(1986)-  32 18 27.38399(N)    080 30 04.95694(W) AD(       ) 3
 CK5677  NAVD 88 (04/27/95)    2.074  (m)            6.80   (f) ADJUSTED    3 0
 CK5677  NGVD 29 (04/23/92)    2.356  (m)            7.73   (f) ADJUSTED    3 0
 CK5677
 CK5677.Superseded values are not recommended for survey control.
 CK5677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5677.See file dsdata.txt to determine how the superseded data were derived.
 CK5677
 CK5677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR4694074641(NAD 83)
 CK5677_MARKER: P = PIPE CAP
 CK5677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5677_STAMPING: 1700 1988
 CK5677_MARK LOGO: SCCC  
 CK5677_PROJECTION: PROJECTING 5 CENTIMETERS
 CK5677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5677+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 CK5677
 CK5677  HISTORY     - Date     Condition        Report By
 CK5677  HISTORY     - 1988     MONUMENTED       SCCC
 CK5677  HISTORY     - 20020628 GOOD             USPSQD
 CK5677  HISTORY     - 20030429 GOOD             SCGS
 CK5677
 CK5677                          STATION DESCRIPTION
 CK5677
 CK5677'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5677'THE STATION IS LOCATED ON FRIPP ISLAND.  FROM BEACH CLUB, PROCEED WEST
 CK5677'ON TARPON BOULEVARD TO THE END OF BOULEVARD AND THE STATION LOCATED
 CK5677'ON THE LEFT AT THE TOP OF CREEK BANK.  MARKER IS 43.9 FEET WEST
 CK5677'SOUTHWEST OF A 4-INCH X 4-INCH POST AND 36.9 FEET NORTH NORTHWEST OF
 CK5677'A 4-INCH X 4-INCH POST.  MARK IS PROJECTING 0.1 FEET ABOVE THE
 CK5677'SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A
 CK5677'2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED
 CK5677'BY CONCRETE.
 CK5677
 CK5677                          STATION RECOVERY (2002)
 CK5677
 CK5677'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5677'RECOVERED IN GOOD CONDITION.
 CK5677
 CK5677                          STATION RECOVERY (2003)
 CK5677
 CK5677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5677'STATION IS LOCATED ON FRIPP ISLAND, 13.05 MILES SOUTHEAST OF BEAUFORT.
 CK5677'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK5677'SC 29202, PHONE  803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK5677'OF U.S. HIGHWAY 21 (SEA ISLAND PARKWAY) AND  STATE HIGHWAY 802 (LADYS
 CK5677'ISLAND DRIVE), 1.65 MILES SOUTHEAST OF BEAUFORT, GO  SOUTHEAST ON
 CK5677'HIGHWAY 21 FOR 5.1 MILES TO THE JUNCTION OF STATE ROAD 77 (COFFINS
 CK5677'POINT  ROAD) LEFT AND (SEASIDE ROAD) RIGHT, CONTINUE ON HIGHWAY 21 FOR
 CK5677'4.7 MILES TO THE END  OF HIGHWAY 21 AND THE START OF STATE ROAD 406,
 CK5677'CONTINUE ON ROAD 406 FOR 2.35 MILES TO  THE BRIDGE CONNECTING HUNTING
 CK5677'AND FRIPP ISLANDS, CONTINUE ACROSS THE BRIDGE FOR 0.5  MILE TO THE
 CK5677'GUARD HOUSE, AFTER OBTAINING PERMISSION/ACCESS CONTINUE AHEAD FOR 3.15
 CK5677'MILES TO THE STATION AHEAD AT THE TOP OF A CREEK BANK. STATION IS A
 CK5677'PIPE CAP ATTACHED TO A PVC PIPE PROJECTING 0.2 FOOT, 33.9 FEET WEST
 CK5677'SOUTHWEST OF A 4-FOOT SQUARE WOODEN POST DD6340  PROJECTING FOUR FEET,
 CK5677'123.9 FEET  WEST OF THE SOUTHWEST CORNER OF A METAL ELECTRICAL BOX
 CK5677'NUMBER SS, 36.5 FEET NORTH  NORTHWEST OF A 4-FOOT SQUARE WOODEN POST
 CK5677'PROJECTING THREE FEET. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5678 ***********************************************************************
 CK5678  DESIGNATION -  1715
 CK5678  PID         -  CK5678
 CK5678  STATE/COUNTY-  SC/BEAUFORT
 CK5678  USGS QUAD   -  FRIPPS INLET (1979)
 CK5678
 CK5678                         *CURRENT SURVEY CONTROL
 CK5678  ___________________________________________________________________
 CK5678* NAD 83(2001)-  32 18 25.79074(N)    080 29 48.36504(W)     ADJUSTED  
 CK5678* NAVD 88     -         5.146  (meters)      16.88   (feet)  ADJUSTED  
 CK5678  ___________________________________________________________________
 CK5678  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CK5678  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK5678  DYNAMIC HT  -           5.140 (meters)      16.86  (feet)  COMP
 CK5678  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 CK5678
 CK5678  HORZ ORDER  -  THIRD
 CK5678  VERT ORDER  -  THIRD
 CK5678
 CK5678.The horizontal coordinates were established by classical geodetic methods
 CK5678.and adjusted by the National Geodetic Survey in March 2004..
 CK5678
 CK5678.The orthometric height was determined by differential leveling
 CK5678.and adjusted by the National Geodetic Survey in April 1995..
 CK5678
 CK5678.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5678
 CK5678.The geoid height was determined by GEOID03.
 CK5678
 CK5678.The dynamic height is computed by dividing the NAVD 88
 CK5678.geopotential number by the normal gravity value computed on the
 CK5678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5678.degrees latitude (g = 980.6199 gals.).
 CK5678
 CK5678.The modeled gravity was interpolated from observed gravity values.
 CK5678
 CK5678;                    North         East     Units Scale Factor Converg.
 CK5678;SPC SC       -    52,667.108   656,996.050   MT  1.00007347   +0 16 44.4
 CK5678;SPC SC       -   172,792.35  2,155,498.85   iFT  1.00007347   +0 16 44.4
 CK5678;UTM  17      - 3,574,594.535   547,374.062   MT  0.99962768   +0 16 08.3
 CK5678
 CK5678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5678!SPC SC       -   1.00000421  x   1.00007347  =   1.00007768
 CK5678!UTM  17      -   1.00000421  x   0.99962768  =   0.99963189
 CK5678
 CK5678                          SUPERSEDED SURVEY CONTROL
 CK5678
 CK5678  NAD 83(1986)-  32 18 25.80075(N)    080 29 48.37444(W) AD(       ) 3
 CK5678  NGVD 29 (04/23/92)    5.428  (m)           17.81   (f) ADJUSTED    3 0
 CK5678
 CK5678.Superseded values are not recommended for survey control.
 CK5678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5678.See file dsdata.txt to determine how the superseded data were derived.
 CK5678
 CK5678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR4737474595(NAD 83)
 CK5678_MARKER: P = PIPE CAP
 CK5678_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5678_STAMPING: 1715 1988
 CK5678_MARK LOGO: SCCC  
 CK5678_PROJECTION: PROJECTING 5 CENTIMETERS
 CK5678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5678+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 CK5678
 CK5678  HISTORY     - Date     Condition        Report By
 CK5678  HISTORY     - 1988     MONUMENTED       SCCC
 CK5678  HISTORY     - 20020628 GOOD             USPSQD
 CK5678  HISTORY     - 20030429 GOOD             SCGS
 CK5678
 CK5678                          STATION DESCRIPTION
 CK5678
 CK5678'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5678'THE STATION IS LOCATED ON FRIPP ISLAND.  FROM BEACH CLUB, GO WEST FOR
 CK5678'1.10 MILES ON TARPON BOULEVARD TO THE STATION ON THE LEFT AT THE TOP
 CK5678'DUNES.  MARKER IS 39.5 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE
 CK5678'NUMBER 482 AND 40.5 FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF
 CK5678'THE DECK LEADING FROM HOUSE NUMBER 482.  MARK IS PROJECTING 0.4 FEET
 CK5678'ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5678'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5678'PIPE SURROUNDED BY CONCRETE.
 CK5678
 CK5678                          STATION RECOVERY (2002)
 CK5678
 CK5678'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5678'RECOVERED IN GOOD CONDITION.
 CK5678
 CK5678                          STATION RECOVERY (2003)
 CK5678
 CK5678'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5678'STATION IS LOCATED ON FRIPP ISLAND  13.25 MILES EAST SOUTHEAST OF
 CK5678'BEAUFORT.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL. TO REACH THE
 CK5678'STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (SEA ISLAND PARKWAY) AND
 CK5678'STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 1.65 MILES SOUTHEAST OF
 CK5678'BEAUFORT, GO  SOUTHEAST ON HIGHWAY 21 FOR 5.1 MILES TO THE JUNCTION OF
 CK5678'STATE ROAD 77 (COFFINS POINT  ROAD) LEFT AND (SEASIDE ROAD) RIGHT,
 CK5678'CONTINUE ON HIGHWAY 21 FOR 4.7 MILES TO THE END  OF HIGHWAY 21 AND THE
 CK5678'START OF STATE ROAD 406, CONTINUE ON ROAD 406 FOR 2.35 MILES TO  THE
 CK5678'BRIDGE CONNECTING HUNTING ISLAND TO FRIPP ISLAND, CONTINUE ACROSS THE
 CK5678'BRIDGE FOR  0.05 MILE TO A SECURITY GUARD HOUSE, AFTER OBTAINING
 CK5678'PERMISSION/ACCESS CONTINUE AHEAD  FOR 2.85 MILES TO THE STATION ON THE
 CK5678'LEFT AT THE TOP OF A DUNE NEAR BEACH ACCESS PATH  NUMBER 30. STATION
 CK5678'IS AN ALUMINUM  PIPE CAP ATTACHED TO A PVC PIPE IMBEDDED IN THE GROUND
 CK5678'AND  SURROUNDED BY A 0.5 FOOT PVC PIPE PROJECTING 0.2 FOOT AND 6.0
 CK5678'FEET ABOVE THE ROAD,  39.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 CK5678'CONCRETE BLOCK FOUNDATION OF A  BEACH FRONT HOUSE, 74.0 FEET EAST
 CK5678'NORTHEAST OF THE CENTER OF THE PATH, 141.0 FEET  SOUTH SOUTHEAST OF
 CK5678'THE CENTER OF THE ROAD, 1.8 FEET SOUTH SOUTHEAST OF A WITNESS POST.
 CK5678'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5851 ***********************************************************************
 CK5851  DESIGNATION -  1720
 CK5851  PID         -  CK5851
 CK5851  STATE/COUNTY-  SC/BEAUFORT
 CK5851  USGS QUAD   -  FRIPPS INLET (1979)
 CK5851
 CK5851                         *CURRENT SURVEY CONTROL
 CK5851  ___________________________________________________________________
 CK5851* NAD 83(1986)-  32 18 33.     (N)    080 29 32.     (W)     SCALED    
 CK5851* NAVD 88     -         3.405  (meters)      11.17   (feet)  ADJUSTED  
 CK5851  ___________________________________________________________________
 CK5851  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK5851  DYNAMIC HT  -           3.401 (meters)      11.16  (feet)  COMP
 CK5851  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 CK5851
 CK5851  VERT ORDER  -  THIRD
 CK5851
 CK5851.The horizontal coordinates were scaled from a topographic map and have
 CK5851.an estimated accuracy of +/- 6 seconds.
 CK5851
 CK5851.The orthometric height was determined by differential leveling
 CK5851.and adjusted by the National Geodetic Survey in April 1995..
 CK5851
 CK5851.The geoid height was determined by GEOID03.
 CK5851
 CK5851.The dynamic height is computed by dividing the NAVD 88
 CK5851.geopotential number by the normal gravity value computed on the
 CK5851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5851.degrees latitude (g = 980.6199 gals.).
 CK5851
 CK5851.The modeled gravity was interpolated from observed gravity values.
 CK5851
 CK5851;                    North         East    Units  Estimated Accuracy
 CK5851;SPC SC       -    52,890.      657,420.      MT  (+/- 180 meters Scaled)
 CK5851
 CK5851                          SUPERSEDED SURVEY CONTROL
 CK5851
 CK5851  NGVD 29 (04/23/92)    3.687  (m)           12.10   (f) ADJUSTED    3 0
 CK5851
 CK5851.Superseded values are not recommended for survey control.
 CK5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5851.See file dsdata.txt to determine how the superseded data were derived.
 CK5851
 CK5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR478748(NAD 83)
 CK5851_MARKER: P = PIPE CAP
 CK5851_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5851_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5851_STAMPING: 1720 1988
 CK5851_MARK LOGO: SCCC  
 CK5851_PROJECTION: FLUSH
 CK5851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5851_ROD/PIPE-DEPTH: 0.9  meters
 CK5851
 CK5851  HISTORY     - Date     Condition        Report By
 CK5851  HISTORY     - 1988     MONUMENTED       SCCC
 CK5851  HISTORY     - 19950308 GOOD             USPSQD
 CK5851  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 CK5851
 CK5851                          STATION DESCRIPTION
 CK5851
 CK5851'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5851'THE STATION IS LOCATED ON FRIPP ISLAND.
 CK5851'TO REACH THE STATION FROM THE BEACH CLUB, GO WEST ON TARPON BOULEVARD
 CK5851'FOR 0.8 MILE TO THE BEACH ACCESS ON THE LEFT, FOLLOW BEACH ACCESS TO
 CK5851'CROSSWALK OVER THE DUNES AND THE STATION ON THE RIGHT SIDE OF A
 CK5851'CROSSWALK, 10.0 FEET SOUTH SOUTHEAST OF THE NORTH END OF THE
 CK5851'CROSSWALK AND 30.5 FEET WEST NORTHWEST OF THE SOUTH END OF THE
 CK5851'CROSSWALK.
 CK5851'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5851'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5851'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5851
 CK5851                          STATION RECOVERY (1995)
 CK5851
 CK5851'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5851'RECOVERED IN GOOD CONDITION.
 CK5851
 CK5851                          STATION RECOVERY (2002)
 CK5851
 CK5851'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5679 ***********************************************************************
 CK5679  DESIGNATION -  1730
 CK5679  PID         -  CK5679
 CK5679  STATE/COUNTY-  SC/BEAUFORT
 CK5679  USGS QUAD   -  FRIPPS INLET (1979)
 CK5679
 CK5679                         *CURRENT SURVEY CONTROL
 CK5679  ___________________________________________________________________
 CK5679* NAD 83(2001)-  32 18 42.19838(N)    080 29 13.67196(W)     ADJUSTED  
 CK5679* NAVD 88     -         4.522  (meters)      14.84   (feet)  ADJUSTED  
 CK5679  ___________________________________________________________________
 CK5679  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CK5679  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 CK5679  DYNAMIC HT  -           4.517 (meters)      14.82  (feet)  COMP
 CK5679  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 CK5679
 CK5679  HORZ ORDER  -  THIRD
 CK5679  VERT ORDER  -  THIRD
 CK5679
 CK5679.The horizontal coordinates were established by classical geodetic methods
 CK5679.and adjusted by the National Geodetic Survey in March 2004..
 CK5679
 CK5679.The orthometric height was determined by differential leveling
 CK5679.and adjusted by the National Geodetic Survey in April 1995..
 CK5679
 CK5679.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5679
 CK5679.The geoid height was determined by GEOID03.
 CK5679
 CK5679.The dynamic height is computed by dividing the NAVD 88
 CK5679.geopotential number by the normal gravity value computed on the
 CK5679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5679.degrees latitude (g = 980.6199 gals.).
 CK5679
 CK5679.The modeled gravity was interpolated from observed gravity values.
 CK5679
 CK5679;                    North         East     Units Scale Factor Converg.
 CK5679;SPC SC       -    53,177.011   657,901.176   MT  1.00007161   +0 17 03.6
 CK5679;SPC SC       -   174,465.26  2,158,468.43   iFT  1.00007161   +0 17 03.6
 CK5679;UTM  17      - 3,575,104.052   548,278.875   MT  0.99962874   +0 16 26.9
 CK5679
 CK5679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5679!SPC SC       -   1.00000431  x   1.00007161  =   1.00007592
 CK5679!UTM  17      -   1.00000431  x   0.99962874  =   0.99963305
 CK5679
 CK5679                          SUPERSEDED SURVEY CONTROL
 CK5679
 CK5679  NAD 83(1986)-  32 18 42.20837(N)    080 29 13.68062(W) AD(       ) 3
 CK5679  NGVD 29 (04/23/92)    4.804  (m)           15.76   (f) ADJUSTED    3 0
 CK5679
 CK5679.Superseded values are not recommended for survey control.
 CK5679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5679.See file dsdata.txt to determine how the superseded data were derived.
 CK5679
 CK5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR4827975104(NAD 83)
 CK5679_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5679_SETTING: 0 = UNSPECIFIED SETTING
 CK5679_STAMPING: 1730 1988
 CK5679_MARK LOGO: SCCC  
 CK5679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5679+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5679
 CK5679  HISTORY     - Date     Condition        Report By
 CK5679  HISTORY     - 1988     MONUMENTED       SCCC
 CK5679  HISTORY     - 19950309 MARK NOT FOUND   USPSQD
 CK5679  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 CK5679
 CK5679                          STATION DESCRIPTION
 CK5679
 CK5679'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5679'THE STATION IS LOCATED ON FRIPP ISLAND.  FROM THE BEACH CLUB, GO WEST
 CK5679'FOR 0.50 MILES ON TARPON BOULEVARD TO THE BEACH ACCESS ON THE LEFT,
 CK5679'PROCEED ALONG THE BEACH ACCESS TO THE TOP DUNES AND THE STATION
 CK5679'LOCATED ON THE RIGHT.  MARKER IS 33.7 FEET EAST OF THE 4-INCH X
 CK5679'4-INCH POST AND 28.0 FEET WEST SOUTHWEST OF THE PALM TREE.  MARK IS
 CK5679'PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5679'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5679'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5679
 CK5679                          STATION RECOVERY (1995)
 CK5679
 CK5679'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5679'MARK NOT FOUND.
 CK5679
 CK5679                          STATION RECOVERY (2002)
 CK5679
 CK5679'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5850 ***********************************************************************
 CK5850  DESIGNATION -  1735
 CK5850  PID         -  CK5850
 CK5850  STATE/COUNTY-  SC/BEAUFORT
 CK5850  USGS QUAD   -  FRIPPS INLET (1979)
 CK5850
 CK5850                         *CURRENT SURVEY CONTROL
 CK5850  ___________________________________________________________________
 CK5850* NAD 83(1986)-  32 18 51.     (N)    080 28 52.     (W)     SCALED    
 CK5850* NAVD 88     -         2.896  (meters)       9.50   (feet)  ADJUSTED  
 CK5850  ___________________________________________________________________
 CK5850  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 CK5850  DYNAMIC HT  -           2.893 (meters)       9.49  (feet)  COMP
 CK5850  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CK5850
 CK5850  VERT ORDER  -  THIRD
 CK5850
 CK5850.The horizontal coordinates were scaled from a topographic map and have
 CK5850.an estimated accuracy of +/- 6 seconds.
 CK5850
 CK5850.The orthometric height was determined by differential leveling
 CK5850.and adjusted by the National Geodetic Survey in April 1995..
 CK5850
 CK5850.The geoid height was determined by GEOID03.
 CK5850
 CK5850.The dynamic height is computed by dividing the NAVD 88
 CK5850.geopotential number by the normal gravity value computed on the
 CK5850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5850.degrees latitude (g = 980.6199 gals.).
 CK5850
 CK5850.The modeled gravity was interpolated from observed gravity values.
 CK5850
 CK5850;                    North         East    Units  Estimated Accuracy
 CK5850;SPC SC       -    53,450.      658,470.      MT  (+/- 180 meters Scaled)
 CK5850
 CK5850                          SUPERSEDED SURVEY CONTROL
 CK5850
 CK5850  NGVD 29 (04/23/92)    3.178  (m)           10.43   (f) ADJUSTED    3 0
 CK5850
 CK5850.Superseded values are not recommended for survey control.
 CK5850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5850.See file dsdata.txt to determine how the superseded data were derived.
 CK5850
 CK5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR488753(NAD 83)
 CK5850_MARKER: P = PIPE CAP
 CK5850_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5850_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5850_STAMPING: 1735 1988
 CK5850_MARK LOGO: SCCC  
 CK5850_PROJECTION: FLUSH
 CK5850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5850_ROD/PIPE-DEPTH: 0.9  meters
 CK5850
 CK5850  HISTORY     - Date     Condition        Report By
 CK5850  HISTORY     - 1988     MONUMENTED       SCCC
 CK5850  HISTORY     - 19950308 GOOD             USPSQD
 CK5850  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 CK5850
 CK5850                          STATION DESCRIPTION
 CK5850
 CK5850'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5850'THE STATION IS LOCATED ON FRIPP ISLAND.
 CK5850'TO REACH THE STATION FROM THE BEACH CLUB, GO WEST ON TARPON BOULEVARD
 CK5850'FOR 0.10 MILE TO THE JUNCTION OF YELLOW PERCH DRIVE, FOLLOW YELLOW
 CK5850'PERCH DRIVE TO THE BEACH ACCESS AND THE STATION LOCATED ON THE RIGHT
 CK5850'SIDE OF THE CROSSWALK OVER SAND DUNES, 11.0 FEET SOUTH SOUTHEAST OF
 CK5850'THE WEST END OF THE CROSSWALK AND 32.0 FEET NORTH NORTHWEST OF THE
 CK5850'EAST END OF THE CROSSWALK.
 CK5850'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5850'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5850'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5850
 CK5850                          STATION RECOVERY (1995)
 CK5850
 CK5850'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5850'RECOVERED IN GOOD CONDITION.
 CK5850
 CK5850                          STATION RECOVERY (2002)
 CK5850
 CK5850'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5850'SITE APPEARS TO HAVE BEEN COVERED WITH RIP-RAP AND SAND.  WITNESS POST
 CK5850'ALONG CROSSWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0098 ***********************************************************************
 DE0098  DESIGNATION -  174
 DE0098  PID         -  DE0098
 DE0098  STATE/COUNTY-  SC/SUMTER
 DE0098  USGS QUAD   -  PRIVATEER (1983)
 DE0098
 DE0098                         *CURRENT SURVEY CONTROL
 DE0098  ___________________________________________________________________
 DE0098* NAD 83(1986)-  33 49 50.     (N)    080 24 32.     (W)     SCALED    
 DE0098* NAVD 88     -        52.762  (meters)     173.10   (feet)  ADJUSTED  
 DE0098  ___________________________________________________________________
 DE0098  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DE0098  DYNAMIC HT  -          52.707 (meters)     172.92  (feet)  COMP
 DE0098  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 DE0098
 DE0098  VERT ORDER  -  SECOND    CLASS 0
 DE0098
 DE0098.The horizontal coordinates were scaled from a topographic map and have
 DE0098.an estimated accuracy of +/- 6 seconds.
 DE0098
 DE0098.The orthometric height was determined by differential leveling
 DE0098.and adjusted by the National Geodetic Survey in June 1991..
 DE0098
 DE0098.The geoid height was determined by GEOID03.
 DE0098
 DE0098.The dynamic height is computed by dividing the NAVD 88
 DE0098.geopotential number by the normal gravity value computed on the
 DE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0098.degrees latitude (g = 980.6199 gals.).
 DE0098
 DE0098.The modeled gravity was interpolated from observed gravity values.
 DE0098
 DE0098;                    North         East    Units  Estimated Accuracy
 DE0098;SPC SC       -   221,640.      664,310.      MT  (+/- 180 meters Scaled)
 DE0098
 DE0098                          SUPERSEDED SURVEY CONTROL
 DE0098
 DE0098  NGVD 29 (??/??/92)   53.039  (m)          174.01   (f) ADJ UNCH    2 0
 DE0098
 DE0098.Superseded values are not recommended for survey control.
 DE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0098.See file dsdata.txt to determine how the superseded data were derived.
 DE0098
 DE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT546435(NAD 83)
 DE0098_MARKER: P = PIPE CAP
 DE0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0098_STAMPING: 173.989
 DE0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0098
 DE0098  HISTORY     - Date     Condition        Report By
 DE0098  HISTORY     - UNK      MONUMENTED       USGS
 DE0098  HISTORY     - 1934     GOOD             NGS
 DE0098  HISTORY     - 1979     MARK NOT FOUND   USGS
 DE0098
 DE0098                          STATION DESCRIPTION
 DE0098
 DE0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DE0098'AT PRIVATEER.
 DE0098'AT PRIVATEER, SUMTER COUNTY, ON THE ATLANTIC COAST LINE RAILROAD
 DE0098'96 FEET SOUTH OF THE SOUTH WALL OF THE STATION, AND 45 FEET EAST
 DE0098'OF THE CENTERLINE OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL
 DE0098'SURVEY STANDARD CAP, STAMPED 173.989 AND RIVETED ON THE TOP OF A
 DE0098'3-1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 DE0098
 DE0098                          STATION RECOVERY (1979)
 DE0098
 DE0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 DE0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5680 ***********************************************************************
 CK5680  DESIGNATION -  1745
 CK5680  PID         -  CK5680
 CK5680  STATE/COUNTY-  SC/BEAUFORT
 CK5680  USGS QUAD   -  FRIPPS INLET (1979)
 CK5680
 CK5680                         *CURRENT SURVEY CONTROL
 CK5680  ___________________________________________________________________
 CK5680* NAD 83(2001)-  32 18 58.21315(N)    080 28 32.13178(W)     ADJUSTED  
 CK5680* NAVD 88     -         2.885  (meters)       9.47   (feet)  ADJUSTED  
 CK5680  ___________________________________________________________________
 CK5680  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CK5680  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK5680  DYNAMIC HT  -           2.882 (meters)       9.46  (feet)  COMP
 CK5680  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 CK5680
 CK5680  HORZ ORDER  -  THIRD
 CK5680  VERT ORDER  -  THIRD
 CK5680
 CK5680.The horizontal coordinates were established by classical geodetic methods
 CK5680.and adjusted by the National Geodetic Survey in March 2004..
 CK5680
 CK5680.The orthometric height was determined by differential leveling
 CK5680.and adjusted by the National Geodetic Survey in April 1995..
 CK5680
 CK5680.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5680
 CK5680.The geoid height was determined by GEOID03.
 CK5680
 CK5680.The dynamic height is computed by dividing the NAVD 88
 CK5680.geopotential number by the normal gravity value computed on the
 CK5680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5680.degrees latitude (g = 980.6199 gals.).
 CK5680
 CK5680.The modeled gravity was interpolated from observed gravity values.
 CK5680
 CK5680;                    North         East     Units Scale Factor Converg.
 CK5680;SPC SC       -    53,675.803   658,985.382   MT  1.00006980   +0 17 26.6
 CK5680;SPC SC       -   176,101.72  2,162,025.53   iFT  1.00006980   +0 17 26.6
 CK5680;UTM  17      - 3,575,602.429   549,362.692   MT  0.99963005   +0 16 49.3
 CK5680
 CK5680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5680!SPC SC       -   1.00000457  x   1.00006980  =   1.00007437
 CK5680!UTM  17      -   1.00000457  x   0.99963005  =   0.99963461
 CK5680
 CK5680                          SUPERSEDED SURVEY CONTROL
 CK5680
 CK5680  NAD 83(1986)-  32 18 58.22300(N)    080 28 32.13967(W) AD(       ) 3
 CK5680  NGVD 29 (04/23/92)    3.167  (m)           10.39   (f) ADJUSTED    3 0
 CK5680
 CK5680.Superseded values are not recommended for survey control.
 CK5680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5680.See file dsdata.txt to determine how the superseded data were derived.
 CK5680
 CK5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR4936375602(NAD 83)
 CK5680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5680_SETTING: 0 = UNSPECIFIED SETTING
 CK5680_STAMPING: 1745 1988
 CK5680_MARK LOGO: SCCC  
 CK5680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5680+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5680
 CK5680  HISTORY     - Date     Condition        Report By
 CK5680  HISTORY     - 1988     MONUMENTED       SCCC
 CK5680  HISTORY     - 19950309 MARK NOT FOUND   USPSQD
 CK5680  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 CK5680
 CK5680                          STATION DESCRIPTION
 CK5680
 CK5680'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5680'THE STATION IS LOCATED ON FRIPP ISLAND.  FROM THE JUNCTION OF WINTER
 CK5680'TROUT ROAD AND DOLPHIN ROAD, GO SOUTH FOR 0.05 MILES ALONG WINTER
 CK5680'TROUT ROAD TO THE BEACH ACCESS AT THE END OF THE STREET, PROCEED
 CK5680'ALONG THE BEACH ACCESS TO THE TOP DUNES AND THE STATION LOCATED ON
 CK5680'THE RIGHT.  MARKER IS 8.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 CK5680'THE WOODEN DECK LEADING FROM HOUSE NUMBER 716 AND 6.6 FEET NORTH
 CK5680'NORTHWEST OF THE SOUTHWEST CORNER OF THE WOODEN DECK LEADING FROM
 CK5680'HOUSE NUMBER 716.  MARK IS PROJECTING 0.3 FEET ABOVE THE SURFACE OF
 CK5680'THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC
 CK5680'PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY
 CK5680'CONCRETE.
 CK5680
 CK5680                          STATION RECOVERY (1995)
 CK5680
 CK5680'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5680'MARK NOT FOUND.
 CK5680
 CK5680                          STATION RECOVERY (2002)
 CK5680
 CK5680'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5680'THERE IS A 2 INCH PVC PIPE WITH CAP, DRIVEN INTO SAND DUNE AT THIS
 CK5680'LOCATION, AS A POSSIBLE LOCATOR.  DID NOT CONFIRM A FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5849 ***********************************************************************
 CK5849  DESIGNATION -  1750
 CK5849  PID         -  CK5849
 CK5849  STATE/COUNTY-  SC/BEAUFORT
 CK5849  USGS QUAD   -  FRIPPS INLET (1979)
 CK5849
 CK5849                         *CURRENT SURVEY CONTROL
 CK5849  ___________________________________________________________________
 CK5849* NAD 83(1986)-  32 19 04.     (N)    080 28 16.     (W)     SCALED    
 CK5849* NAVD 88     -         3.914  (meters)      12.84   (feet)  ADJUSTED  
 CK5849  ___________________________________________________________________
 CK5849  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK5849  DYNAMIC HT  -           3.910 (meters)      12.83  (feet)  COMP
 CK5849  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 CK5849
 CK5849  VERT ORDER  -  THIRD
 CK5849
 CK5849.The horizontal coordinates were scaled from a topographic map and have
 CK5849.an estimated accuracy of +/- 6 seconds.
 CK5849
 CK5849.The orthometric height was determined by differential leveling
 CK5849.and adjusted by the National Geodetic Survey in April 1995..
 CK5849
 CK5849.The geoid height was determined by GEOID03.
 CK5849
 CK5849.The dynamic height is computed by dividing the NAVD 88
 CK5849.geopotential number by the normal gravity value computed on the
 CK5849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5849.degrees latitude (g = 980.6199 gals.).
 CK5849
 CK5849.The modeled gravity was interpolated from observed gravity values.
 CK5849
 CK5849;                    North         East    Units  Estimated Accuracy
 CK5849;SPC SC       -    53,860.      659,410.      MT  (+/- 180 meters Scaled)
 CK5849
 CK5849                          SUPERSEDED SURVEY CONTROL
 CK5849
 CK5849  NGVD 29 (04/23/92)    4.196  (m)           13.77   (f) ADJUSTED    3 0
 CK5849
 CK5849.Superseded values are not recommended for survey control.
 CK5849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5849.See file dsdata.txt to determine how the superseded data were derived.
 CK5849
 CK5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR497757(NAD 83)
 CK5849_MARKER: P = PIPE CAP
 CK5849_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5849_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5849_STAMPING: 1750 1988
 CK5849_MARK LOGO: SCCC  
 CK5849_PROJECTION: FLUSH
 CK5849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5849_ROD/PIPE-DEPTH: 0.9  meters
 CK5849
 CK5849  HISTORY     - Date     Condition        Report By
 CK5849  HISTORY     - 1988     MONUMENTED       SCCC
 CK5849  HISTORY     - 19950310 GOOD             USPSQD
 CK5849  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 CK5849
 CK5849                          STATION DESCRIPTION
 CK5849
 CK5849'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5849'THE STATION IS LOCATED ON FRIPP ISLAND.
 CK5849'TO REACH THE STATION FROM THE JUNCTION OF DOLPHIN ROAD AND SEAHORSE
 CK5849'DRIVE, FOLLOW SEAHORSE DRIVE TO RIGHT ANGLE BEND AND BEACH ACCESS,
 CK5849'FOLLOW BEACH ACCESS TO THE DUNES AND THE STATION IS ON THE LEFT SIDE
 CK5849'OF THE CROSSWALK OVER DUNES, 14.3 FEET SOUTH SOUTHEAST OF THE NORTH
 CK5849'END OF THE CROSSWALK AND 49.3 FEET NORTH NORTHWEST OF THE SOUTH END
 CK5849'OF THE CROSSWALK.
 CK5849'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5849'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5849'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5849
 CK5849                          STATION RECOVERY (1995)
 CK5849
 CK5849'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5849'RECOVERED IN GOOD CONDITION.
 CK5849
 CK5849                          STATION RECOVERY (2002)
 CK5849
 CK5849'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0341 ***********************************************************************
 DD0341  DESIGNATION -  17.5=CHISELED SQUARE
 DD0341  PID         -  DD0341
 DD0341  STATE/COUNTY-  SC/GEORGETOWN
 DD0341  USGS QUAD   -  SANTEE (1973)
 DD0341
 DD0341                         *CURRENT SURVEY CONTROL
 DD0341  ___________________________________________________________________
 DD0341* NAD 83(1986)-  33 12 29.     (N)    079 23 05.     (W)     SCALED    
 DD0341* NAVD 88     -         5.06   (+/-2cm)      16.6    (feet)  VERTCON   
 DD0341  ___________________________________________________________________
 DD0341  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DD0341
 DD0341  VERT ORDER  -  ? (See Below)
 DD0341
 DD0341.The horizontal coordinates were scaled from a topographic map and have
 DD0341.an estimated accuracy of +/- 6 seconds.
 DD0341
 DD0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD0341.The vertical order pertains to the NGVD 29 superseded value.
 DD0341
 DD0341.The geoid height was determined by GEOID03.
 DD0341
 DD0341;                    North         East    Units  Estimated Accuracy
 DD0341;SPC SC       -   153,630.      760,170.      MT  (+/- 180 meters Scaled)
 DD0341
 DD0341                          SUPERSEDED SURVEY CONTROL
 DD0341
 DD0341  NGVD 29 (??/??/92)    5.364  (m)           17.60   (f) ADJ UNCH    ?  
 DD0341
 DD0341.Superseded values are not recommended for survey control.
 DD0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0341.See file dsdata.txt to determine how the superseded data were derived.
 DD0341
 DD0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS505755(NAD 83)
 DD0341_MARKER: Q = CHISELED SQUARE
 DD0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD0341_SP_SET: BRIDGE RAILING BASE
 DD0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0341
 DD0341  HISTORY     - Date     Condition        Report By
 DD0341  HISTORY     - UNK      MONUMENTED       CGS
 DD0341  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0341  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DD0341
 DD0341                          STATION DESCRIPTION
 DD0341
 DD0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0341'14 MI SW FROM GEORGETOWN.
 DD0341'IT IS BELEIVED THAT THIS MARK IS STILL INTACT, BUT IT IS
 DD0341'INACCESSABLE DUE TO WATER SURROUNDING THE SPAN OF THE OLD
 DD0341'HIGHWAY BRIDGE.  14 MILES SOUTHWEST ALONG U.S. HIGHWAY 701 FROM
 DD0341'FRONT STREET AT GEORGETOWN, GEORGETOWN COUNTY, AT THE BRIDGE
 DD0341'OVER NORTH SANTEE RIVER, ON THE SOUTH END AND WEST SIDE OF THE
 DD0341'THIRD CONCRETE SPAN SOUTH OF THE BRIDGE, ON THE TOP OF THE
 DD0341'CONCRETE RAILING BASE, 9.2 FEET WEST OF THE CENTERLINE OF THE
 DD0341'HIGHWAY, 1 FOOT NORTH OF THE SOUTH CORNER OF THE BASE, AND 8
 DD0341'INCHES HIGHER THAN THE HIGHWAY.  A CHISELED SQUARE CUT IN THE
 DD0341'CONCRETE NEAR THE LETTERS US ALL OF WHICH IS COVERED WITH TAR.
 DD0341
 DD0341                          STATION RECOVERY (2004)
 DD0341
 DD0341'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD0341'NO SIGN OF SPAN OR ABUTMENTS FOR OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5681 ***********************************************************************
 CK5681  DESIGNATION -  1760
 CK5681  PID         -  CK5681
 CK5681  STATE/COUNTY-  SC/BEAUFORT
 CK5681  USGS QUAD   -  FRIPPS INLET (1979)
 CK5681
 CK5681                         *CURRENT SURVEY CONTROL
 CK5681  ___________________________________________________________________
 CK5681* NAD 83(2001)-  32 19 10.72290(N)    080 27 51.94952(W)     ADJUSTED  
 CK5681* NAVD 88     -         3.336  (meters)      10.94   (feet)  ADJUSTED  
 CK5681  ___________________________________________________________________
 CK5681  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CK5681  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5681  DYNAMIC HT  -           3.332 (meters)      10.93  (feet)  COMP
 CK5681  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CK5681
 CK5681  HORZ ORDER  -  THIRD
 CK5681  VERT ORDER  -  THIRD
 CK5681
 CK5681.The horizontal coordinates were established by classical geodetic methods
 CK5681.and adjusted by the National Geodetic Survey in March 2004..
 CK5681
 CK5681.The orthometric height was determined by differential leveling
 CK5681.and adjusted by the National Geodetic Survey in April 1995..
 CK5681
 CK5681.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5681
 CK5681.The geoid height was determined by GEOID03.
 CK5681
 CK5681.The dynamic height is computed by dividing the NAVD 88
 CK5681.geopotential number by the normal gravity value computed on the
 CK5681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5681.degrees latitude (g = 980.6199 gals.).
 CK5681
 CK5681.The modeled gravity was interpolated from observed gravity values.
 CK5681
 CK5681;                    North         East     Units Scale Factor Converg.
 CK5681;SPC SC       -    54,066.559   660,034.517   MT  1.00006838   +0 17 48.9
 CK5681;SPC SC       -   177,383.72  2,165,467.58   iFT  1.00006838   +0 17 48.9
 CK5681;UTM  17      - 3,575,992.822   550,411.439   MT  0.99963134   +0 17 10.8
 CK5681
 CK5681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5681!SPC SC       -   1.00000450  x   1.00006838  =   1.00007288
 CK5681!UTM  17      -   1.00000450  x   0.99963134  =   0.99963584
 CK5681
 CK5681                          SUPERSEDED SURVEY CONTROL
 CK5681
 CK5681  NAD 83(1986)-  32 19 10.73258(N)    080 27 51.95667(W) AD(       ) 3
 CK5681  NGVD 29 (04/23/92)    3.618  (m)           11.87   (f) ADJUSTED    3 0
 CK5681
 CK5681.Superseded values are not recommended for survey control.
 CK5681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5681.See file dsdata.txt to determine how the superseded data were derived.
 CK5681
 CK5681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5041175993(NAD 83)
 CK5681_MARKER: P = PIPE CAP
 CK5681_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5681_STAMPING: 1760 1988
 CK5681_MARK LOGO: SCCC  
 CK5681_PROJECTION: FLUSH
 CK5681_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5681+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 CK5681
 CK5681  HISTORY     - Date     Condition        Report By
 CK5681  HISTORY     - 1988     MONUMENTED       SCCC
 CK5681  HISTORY     - 19950310 GOOD             USPSQD
 CK5681  HISTORY     - 20020628 GOOD             USPSQD
 CK5681  HISTORY     - 20030429 GOOD             SCGS
 CK5681
 CK5681                          STATION DESCRIPTION
 CK5681
 CK5681'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5681'THE STATION IS LOCATED ON FRIPP ISLAND.  FROM THE JUNCTION OF DOLPHIN
 CK5681'ROAD AND MARLIN ROAD, GO EAST FOR 0.40 MILES ALONG MARLIN ROAD TO THE
 CK5681'STATION LOCATED ON THE RIGHT AT THE BEACH ACCESS.  MARKER IS 39.5
 CK5681'FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 13.3
 CK5681'FEET WEST OF THE CORNER OF THE WOODEN FENCE.  MARK IS PROJECTING 0.2
 CK5681'FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5681'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5681'PIPE SURROUNDED BY CONCRETE.
 CK5681
 CK5681                          STATION RECOVERY (1995)
 CK5681
 CK5681'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5681'RECOVERED IN GOOD CONDITION.
 CK5681
 CK5681                          STATION RECOVERY (2002)
 CK5681
 CK5681'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5681'THERE IS A WITNESS POST AT THE MARK.
 CK5681
 CK5681                          STATION RECOVERY (2003)
 CK5681
 CK5681'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5681'STATION IS LOCATED ON FRIPP ISLAND  14.3 MILES EAST SOUTHEAST OF
 CK5681'BEAUFORT.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL. TO REACH THE
 CK5681'STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (SEA ISLAND PARKWAY) AND
 CK5681'STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 1.65 MILES SOUTHEAST OF
 CK5681'BEAUFORT, GO  SOUTHEAST ON HIGHWAY 21 FOR 5.1 MILES TO THE JUNCTION OF
 CK5681'STATE ROAD 77 (COFFINS POINT  ROAD) LEFT AND (SEASIDE ROAD) RIGHT,
 CK5681'CONTINUE ON HIGHWAY 21 FOR 4.7 MILES TO THE END  OF HIGHWAY 21 AND THE
 CK5681'START OF STATE ROAD 406, CONTINUE ON ROAD 406 FOR 2.35 MILES TO  THE
 CK5681'BRIDGE CONNECTING HUNTING ISLAND TO FRIPP ISLAND, CONTINUE ACROSS THE
 CK5681'BRIDGE FOR  0.05 MILE TO A SECURITY GUARD HOUSE, AFTER OBTAINING
 CK5681'PERMISSION/ACCESS CONTINUE AHEAD  FOR 1.55 MILES TO THE JUNCTION OF
 CK5681'ROCK BEAUTY ROAD LEFT, TURN LEFT ON ROCK BEAUTY  ROAD FOR 0.05 MILE TO
 CK5681'THE JUNCTION OF DOLPHIN ROAD, TURN LEFT ON DOLPHIN ROAD FOR  0.45 MILE
 CK5681'TO THE JUNCTION OF MARLIN ROAD, TURN RIGHT ON MARLIN ROAD FOR 0.45
 CK5681'MILE TO A  BEACH ACCESS PATH BOARDWALK (P.O.A. 3), PROCEED SOUTH ON
 CK5681'THE BOARDWALK FOR 135 FEET  TO THE STATION ON THE RIGHT IN A SANDY
 CK5681'OPEN AREA. STATION IS AN ALUMINUM  PIPE CAP ATTACHED TO A PVC PIPE
 CK5681'IMBEDDED IN THE GROUND AND  SURROUNDED BY A 0.5 FOOT PVC PIPE FLUSH
 CK5681'WITH THE GROUND, 4.5 FEET WEST OF THE WEST EDGE  OF THE WOODEN
 CK5681'BOARDWALK STEPS, 32.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CK5681'WOODEN FENCE AT A BEACH FRONT HOUSE, 58.3 FEET SOUTH OF A SOUTH
 CK5681'CAROLINA COASTAL  COUNCIL SURVEY MARK (1760A), 1.5 FEET SOUTH OF A
 CK5681'WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5848 ***********************************************************************
 CK5848  DESIGNATION -  1765
 CK5848  PID         -  CK5848
 CK5848  STATE/COUNTY-  SC/BEAUFORT
 CK5848  USGS QUAD   -  FRIPPS INLET (1979)
 CK5848
 CK5848                         *CURRENT SURVEY CONTROL
 CK5848  ___________________________________________________________________
 CK5848* NAD 83(1986)-  32 19 14.     (N)    080 27 40.     (W)     SCALED    
 CK5848* NAVD 88     -         2.968  (meters)       9.74   (feet)  ADJUSTED  
 CK5848  ___________________________________________________________________
 CK5848  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5848  DYNAMIC HT  -           2.964 (meters)       9.72  (feet)  COMP
 CK5848  MODELED GRAV-     979,516.8   (mgal)                       NAVD 88
 CK5848
 CK5848  VERT ORDER  -  THIRD
 CK5848
 CK5848.The horizontal coordinates were scaled from a topographic map and have
 CK5848.an estimated accuracy of +/- 6 seconds.
 CK5848
 CK5848.The orthometric height was determined by differential leveling
 CK5848.and adjusted by the National Geodetic Survey in April 1995..
 CK5848
 CK5848.The geoid height was determined by GEOID03.
 CK5848
 CK5848.The dynamic height is computed by dividing the NAVD 88
 CK5848.geopotential number by the normal gravity value computed on the
 CK5848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5848.degrees latitude (g = 980.6199 gals.).
 CK5848
 CK5848.The modeled gravity was interpolated from observed gravity values.
 CK5848
 CK5848;                    North         East    Units  Estimated Accuracy
 CK5848;SPC SC       -    54,170.      660,350.      MT  (+/- 180 meters Scaled)
 CK5848
 CK5848                          SUPERSEDED SURVEY CONTROL
 CK5848
 CK5848  NGVD 29 (04/23/92)    3.249  (m)           10.66   (f) ADJUSTED    3 0
 CK5848
 CK5848.Superseded values are not recommended for survey control.
 CK5848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5848.See file dsdata.txt to determine how the superseded data were derived.
 CK5848
 CK5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR507760(NAD 83)
 CK5848_MARKER: P = PIPE CAP
 CK5848_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5848_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5848_STAMPING: 1765 1988
 CK5848_MARK LOGO: SCCC  
 CK5848_PROJECTION: FLUSH
 CK5848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5848+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2002
 CK5848_ROD/PIPE-DEPTH: 0.9  meters
 CK5848
 CK5848  HISTORY     - Date     Condition        Report By
 CK5848  HISTORY     - 1988     MONUMENTED       SCCC
 CK5848  HISTORY     - 19950310 GOOD             USPSQD
 CK5848  HISTORY     - 20020628 GOOD             USPSQD
 CK5848
 CK5848                          STATION DESCRIPTION
 CK5848
 CK5848'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5848'THE STATION IS LOCATED ON FRIPP ISLAND.
 CK5848'TO REACH THE STATION FROM THE JUNCTION OF DOLPHIN ROAD AND MARLIN
 CK5848'ROAD, GO EAST ON MARLIN ROAD FOR 0.55 MILE TO THE STATION ON THE
 CK5848'RIGHT.  THE STATION IS LOCATED BETWEEN HOUSES NUMBER 783 AND 785 ON
 CK5848'THE PROPERTY LINE AT THE TOE OF DUNES, 30.8 FEET SOUTH SOUTHWEST OF
 CK5848'THE SOUTHWEST CORNER OF HOUSE NUMBER 785 AND 29.7 FEET EAST SOUTHEAST
 CK5848'OF THE SOUTHEAST CORNER OF HOUSE NUMBER 783.
 CK5848'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5848'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5848'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF GROUND.
 CK5848
 CK5848                          STATION RECOVERY (1995)
 CK5848
 CK5848'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5848'RECOVERED IN GOOD CONDITION.
 CK5848
 CK5848                          STATION RECOVERY (2002)
 CK5848
 CK5848'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5848'THERE IS A WITNESS POST AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0325 ***********************************************************************
 DE0325  DESIGNATION -  177
 DE0325  PID         -  DE0325
 DE0325  STATE/COUNTY-  SC/RICHLAND
 DE0325  USGS QUAD   -  WATEREE (1982)
 DE0325
 DE0325                         *CURRENT SURVEY CONTROL
 DE0325  ___________________________________________________________________
 DE0325* NAD 83(1986)-  33 51 56.     (N)    080 39 13.     (W)     SCALED    
 DE0325* NAVD 88     -        53.82   (+/-2cm)     176.6    (feet)  VERTCON   
 DE0325  ___________________________________________________________________
 DE0325  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DE0325
 DE0325  VERT ORDER  -  ? (See Below)
 DE0325
 DE0325.The horizontal coordinates were scaled from a topographic map and have
 DE0325.an estimated accuracy of +/- 6 seconds.
 DE0325
 DE0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0325.The vertical order pertains to the NGVD 29 superseded value.
 DE0325
 DE0325.The geoid height was determined by GEOID03.
 DE0325
 DE0325;                    North         East    Units  Estimated Accuracy
 DE0325;SPC SC       -   225,420.      641,650.      MT  (+/- 180 meters Scaled)
 DE0325
 DE0325                          SUPERSEDED SURVEY CONTROL
 DE0325
 DE0325  NGVD 29 (??/??/92)   54.085  (m)          177.44   (f) ADJ UNCH    ?  
 DE0325
 DE0325.Superseded values are not recommended for survey control.
 DE0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0325.See file dsdata.txt to determine how the superseded data were derived.
 DE0325
 DE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT320473(NAD 83)
 DE0325_MARKER: P = PIPE CAP
 DE0325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0325_STAMPING: 177 1918
 DE0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0325
 DE0325  HISTORY     - Date     Condition        Report By
 DE0325  HISTORY     - 1918     MONUMENTED       USGS
 DE0325  HISTORY     - 1960     MARK NOT FOUND   NGS
 DE0325
 DE0325                          STATION DESCRIPTION
 DE0325
 DE0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0325'AT ACTON.
 DE0325'AT ACTON, RICHLAND COUNTY, ON THE ATLANTIC COAST LINE RAILROAD,
 DE0325'25 FEET EAST OF THE STATION, AT A ROAD CROSSING, 10 FEET NORTH OF
 DE0325'THE NORTH RAIL, AND 10 FEET WEST OF THE ROAD.  A UNITED STATES
 DE0325'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 177 1918 AND RIVETED ON
 DE0325'THE TOP OF A 3-1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5682 ***********************************************************************
 CK5682  DESIGNATION -  1775
 CK5682  PID         -  CK5682
 CK5682  STATE/COUNTY-  SC/BEAUFORT
 CK5682  USGS QUAD   -  FRIPPS INLET (1979)
 CK5682
 CK5682                         *CURRENT SURVEY CONTROL
 CK5682  ___________________________________________________________________
 CK5682* NAD 83(2001)-  32 19 16.58921(N)    080 27 30.55868(W)     ADJUSTED  
 CK5682* NAVD 88     -         2.454  (meters)       8.05   (feet)  ADJUSTED  
 CK5682  ___________________________________________________________________
 CK5682  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CK5682  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5682  DYNAMIC HT  -           2.451 (meters)       8.04  (feet)  COMP
 CK5682  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 CK5682
 CK5682  HORZ ORDER  -  THIRD
 CK5682  VERT ORDER  -  THIRD
 CK5682
 CK5682.The horizontal coordinates were established by classical geodetic methods
 CK5682.and adjusted by the National Geodetic Survey in March 2004..
 CK5682
 CK5682.The orthometric height was determined by differential leveling
 CK5682.and adjusted by the National Geodetic Survey in April 1995..
 CK5682
 CK5682.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5682
 CK5682.The geoid height was determined by GEOID03.
 CK5682
 CK5682.The dynamic height is computed by dividing the NAVD 88
 CK5682.geopotential number by the normal gravity value computed on the
 CK5682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5682.degrees latitude (g = 980.6199 gals.).
 CK5682
 CK5682.The modeled gravity was interpolated from observed gravity values.
 CK5682
 CK5682;                    North         East     Units Scale Factor Converg.
 CK5682;SPC SC       -    54,250.187   660,593.113   MT  1.00006772   +0 18 00.8
 CK5682;SPC SC       -   177,986.18  2,167,300.24   iFT  1.00006772   +0 18 00.8
 CK5682;UTM  17      - 3,576,176.266   550,969.825   MT  0.99963204   +0 17 22.3
 CK5682
 CK5682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5682!SPC SC       -   1.00000464  x   1.00006772  =   1.00007236
 CK5682!UTM  17      -   1.00000464  x   0.99963204  =   0.99963668
 CK5682
 CK5682                          SUPERSEDED SURVEY CONTROL
 CK5682
 CK5682  NAD 83(1986)-  32 19 16.59904(N)    080 27 30.56464(W) AD(       ) 3
 CK5682  NGVD 29 (04/23/92)    2.736  (m)            8.98   (f) ADJUSTED    3 0
 CK5682
 CK5682.Superseded values are not recommended for survey control.
 CK5682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5682.See file dsdata.txt to determine how the superseded data were derived.
 CK5682
 CK5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5097076176(NAD 83)
 CK5682_MARKER: P = PIPE CAP
 CK5682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5682_STAMPING: 1775 1988
 CK5682_MARK LOGO: SCCC  
 CK5682_PROJECTION: RECESSED 15 CENTIMETERS
 CK5682_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5682+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 CK5682
 CK5682  HISTORY     - Date     Condition        Report By
 CK5682  HISTORY     - 1988     MONUMENTED       SCCC
 CK5682  HISTORY     - 19950310 GOOD             USPSQD
 CK5682  HISTORY     - 20020628 GOOD             USPSQD
 CK5682  HISTORY     - 20030429 GOOD             SCGS
 CK5682
 CK5682                          STATION DESCRIPTION
 CK5682
 CK5682'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5682'THE STATION IS LOCATED ON FRIPP ISLAND.  FROM THE JUNCTION OF DOLPHIN
 CK5682'ROAD AND MARLIN ROAD, GO EAST FOR 0.75 MILES ALONG MARLIN ROAD TO THE
 CK5682'STATION LOCATED ON THE RIGHT AT THE BEACH ACCESS.  MARKER IS 14.4
 CK5682'FEET NORTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 803 AND 21.9
 CK5682'FEET WEST NORTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER
 CK5682'805.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5682'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5682'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5682
 CK5682                          STATION RECOVERY (1995)
 CK5682
 CK5682'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5682'RECOVERED IN GOOD CONDITION.
 CK5682
 CK5682                          STATION RECOVERY (2002)
 CK5682
 CK5682'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5682'RECOVERED IN GOOD CONDITION.
 CK5682
 CK5682                          STATION RECOVERY (2003)
 CK5682
 CK5682'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5682'STATION IS LOCATED ON FRIPP ISLAND  14.5 MILES EAST SOUTHEAST OF
 CK5682'BEAUFORT.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL. TO REACH THE
 CK5682'STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (SEA ISLAND PARKWAY) AND
 CK5682'STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 1.65 MILES SOUTHEAST OF
 CK5682'BEAUFORT, GO  SOUTHEAST ON HIGHWAY 21 FOR 5.1 MILES TO THE JUNCTION OF
 CK5682'STATE ROAD 77 (COFFINS POINT  ROAD) LEFT AND (SEASIDE ROAD) RIGHT,
 CK5682'CONTINUE ON HIGHWAY 21 FOR 4.7 MILES TO THE END  OF HIGHWAY 21 AND THE
 CK5682'START OF STATE ROAD 406, CONTINUE ON ROAD 406 FOR 2.35 MILES TO  THE
 CK5682'BRIDGE CONNECTING HUNTING ISLAND TO FRIPP ISLAND, CONTINUE ACROSS THE
 CK5682'BRIDGE FOR  0.05 MILE TO A SECURITY GUARD HOUSE, AFTER OBTAINING
 CK5682'PERMISSION/ACCESS CONTINUE AHEAD  FOR 1.55 MILES TO THE JUNCTION OF
 CK5682'ROCK BEAUTY ROAD LEFT, TURN LEFT ON ROCK BEAUTY  ROAD FOR 0.05 MILE TO
 CK5682'THE JUNCTION OF DOLPHIN ROAD, TURN LEFT ON DOLPHIN ROAD FOR  0.45 MILE
 CK5682'TO THE JUNCTION OF MARLIN ROAD, TURN RIGHT ON MARLIN ROAD FOR 0.8 MILE
 CK5682'TO A  CUL-DE-SAC AND A BEACH ACCESS PATH (P.O.A. 1), TURN RIGHT AND
 CK5682'PROCEED BY FOOT FOR 80 FEET  TO THE STATION ON THE RIGHT. STATION IS
 CK5682'AN ALUMINUM  PIPE CAP ATTACHED TO A PVC PIPE IMBEDDED IN THE GROUND
 CK5682'AND  SURROUNDED BY A 0.5 FOOT PVC PIPE RECESSED 0.5 FOOT, 7.4 FEET
 CK5682'NORTHEAST OF A  1.0-FOOT PALMETTO TREE, 11.2 FEET EAST OF THE
 CK5682'SOUTHEAST CORNER OF A TABBY  FOUNDATION OF A BEACH FRONT HOUSE NUMBER
 CK5682'803, 1.7 FEET SOUTH SOUTHEAST OF A  WITNESS POST. RECOVERED BY T.
 CK5682'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0287 ***********************************************************************
 DE0287  DESIGNATION -  178
 DE0287  PID         -  DE0287
 DE0287  STATE/COUNTY-  SC/RICHLAND
 DE0287  USGS QUAD   -  FORT JACKSON SOUTH (1987)
 DE0287
 DE0287                         *CURRENT SURVEY CONTROL
 DE0287  ___________________________________________________________________
 DE0287* NAD 83(1986)-  33 58 17.     (N)    080 59 53.     (W)     SCALED    
 DE0287* NAVD 88     -        54.07   (+/-2cm)     177.4    (feet)  VERTCON   
 DE0287  ___________________________________________________________________
 DE0287  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DE0287
 DE0287  VERT ORDER  -  ? (See Below)
 DE0287
 DE0287.The horizontal coordinates were scaled from a topographic map and have
 DE0287.an estimated accuracy of +/- 6 seconds.
 DE0287
 DE0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0287.The vertical order pertains to the NGVD 29 superseded value.
 DE0287
 DE0287.The geoid height was determined by GEOID03.
 DE0287
 DE0287;                    North         East    Units  Estimated Accuracy
 DE0287;SPC SC       -   237,100.      609,780.      MT  (+/- 180 meters Scaled)
 DE0287
 DE0287                          SUPERSEDED SURVEY CONTROL
 DE0287
 DE0287  NGVD 29 (??/??/92)   54.304  (m)          178.16   (f) ADJ UNCH    ?  
 DE0287
 DE0287.Superseded values are not recommended for survey control.
 DE0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0287.See file dsdata.txt to determine how the superseded data were derived.
 DE0287
 DE0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT001589(NAD 83)
 DE0287_MARKER: P = PIPE CAP
 DE0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0287_STAMPING: 178 1918
 DE0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0287
 DE0287  HISTORY     - Date     Condition        Report By
 DE0287  HISTORY     - 1918     MONUMENTED       USGS
 DE0287  HISTORY     - 1960     MARK NOT FOUND   NGS
 DE0287
 DE0287                          STATION DESCRIPTION
 DE0287
 DE0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0287'2.6 MI SE FROM COLUMBIA.
 DE0287'2.6 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DE0287'COLUMBIA, RICHLAND COUNTY, AT THE FIRST ROAD CROSSING NORTHWEST
 DE0287'OF MILEPOST 4, BETWEEN THE YARD TRACK AND THE MAIN TRACK, AND
 DE0287'ON THE NORTHWEST SIDE OF A ROAD.  A UNITED STATES GEOLOGICAL
 DE0287'SURVEY STANDARD CAP, STAMPED 178 1918 AND RIVETED ON THE TOP
 DE0287'OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5847 ***********************************************************************
 CK5847  DESIGNATION -  1780
 CK5847  PID         -  CK5847
 CK5847  STATE/COUNTY-  SC/BEAUFORT
 CK5847  USGS QUAD   -  FRIPPS INLET (1979)
 CK5847
 CK5847                         *CURRENT SURVEY CONTROL
 CK5847  ___________________________________________________________________
 CK5847* NAD 83(1986)-  32 19 21.     (N)    080 27 11.     (W)     SCALED    
 CK5847* NAVD 88     -         2.653  (meters)       8.70   (feet)  ADJUSTED  
 CK5847  ___________________________________________________________________
 CK5847  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 CK5847  DYNAMIC HT  -           2.650 (meters)       8.69  (feet)  COMP
 CK5847  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CK5847
 CK5847  VERT ORDER  -  THIRD
 CK5847
 CK5847.The horizontal coordinates were scaled from a topographic map and have
 CK5847.an estimated accuracy of +/- 6 seconds.
 CK5847
 CK5847.The orthometric height was determined by differential leveling
 CK5847.and adjusted by the National Geodetic Survey in April 1995..
 CK5847
 CK5847.The geoid height was determined by GEOID03.
 CK5847
 CK5847.The dynamic height is computed by dividing the NAVD 88
 CK5847.geopotential number by the normal gravity value computed on the
 CK5847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5847.degrees latitude (g = 980.6199 gals.).
 CK5847
 CK5847.The modeled gravity was interpolated from observed gravity values.
 CK5847
 CK5847;                    North         East    Units  Estimated Accuracy
 CK5847;SPC SC       -    54,390.      661,100.      MT  (+/- 180 meters Scaled)
 CK5847
 CK5847                          SUPERSEDED SURVEY CONTROL
 CK5847
 CK5847  NGVD 29 (04/23/92)    2.935  (m)            9.63   (f) ADJUSTED    3 0
 CK5847
 CK5847.Superseded values are not recommended for survey control.
 CK5847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5847.See file dsdata.txt to determine how the superseded data were derived.
 CK5847
 CK5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR514763(NAD 83)
 CK5847_MARKER: P = PIPE CAP
 CK5847_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5847_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5847_STAMPING: 1780 1988
 CK5847_MARK LOGO: SCCC  
 CK5847_PROJECTION: FLUSH
 CK5847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5847_ROD/PIPE-DEPTH: 0.9  meters
 CK5847
 CK5847  HISTORY     - Date     Condition        Report By
 CK5847  HISTORY     - 1988     MONUMENTED       SCCC
 CK5847  HISTORY     - 19950310 GOOD             USPSQD
 CK5847
 CK5847                          STATION DESCRIPTION
 CK5847
 CK5847'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5847'THE STATION IS LOCATED ON FRIPP ISLAND.
 CK5847'TO REACH THE STATION FROM THE SECURITY GATE, FOLLOW TARPON BOULEVARD
 CK5847'FOR 0.6 MILE TO THE JUNCTION OF REMORA DRIVE, TURN LEFT AND FOLLOW
 CK5847'REMORA DRIVE FOR 0.7 MILE TO THE JUNCTION OF OCEAN POINT DRIVE,
 CK5847'FOLLOW OCEAN POINT DRIVE FOR 0.35 MILE TO A CONCRETE BULKHEAD, FOLLOW
 CK5847'BULKHEAD IN A SOUTH DIRECTION TO THE END AND THE STATION LOCATED ON
 CK5847'THE RIGHT BEHIND CONDOS, 97.0 FEET SOUTH SOUTHEAST OF THE SOUTHWEST
 CK5847'CORNER OF CONDO BUILDINGS AND 28.0 FEET SOUTH OF A LONE PALM TREE.
 CK5847'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5847'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5847'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5847
 CK5847                          STATION RECOVERY (1995)
 CK5847
 CK5847'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0303 ***********************************************************************
 DD0303  DESIGNATION -  17.89
 DD0303  PID         -  DD0303
 DD0303  STATE/COUNTY-  SC/GEORGETOWN
 DD0303  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0303
 DD0303                         *CURRENT SURVEY CONTROL
 DD0303  ___________________________________________________________________
 DD0303* NAD 83(1986)-  33 22 05.     (N)    079 17 11.     (W)     SCALED    
 DD0303* NAVD 88     -         4.538  (meters)      14.89   (feet)  ADJUSTED  
 DD0303  ___________________________________________________________________
 DD0303  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DD0303  DYNAMIC HT  -           4.533 (meters)      14.87  (feet)  COMP
 DD0303  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 DD0303
 DD0303  VERT ORDER  -  FIRST     CLASS I
 DD0303
 DD0303.The horizontal coordinates were scaled from a topographic map and have
 DD0303.an estimated accuracy of +/- 6 seconds.
 DD0303
 DD0303.The orthometric height was determined by differential leveling
 DD0303.and adjusted by the National Geodetic Survey in June 1991..
 DD0303
 DD0303.The geoid height was determined by GEOID03.
 DD0303
 DD0303.The dynamic height is computed by dividing the NAVD 88
 DD0303.geopotential number by the normal gravity value computed on the
 DD0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0303.degrees latitude (g = 980.6199 gals.).
 DD0303
 DD0303.The modeled gravity was interpolated from observed gravity values.
 DD0303
 DD0303;                    North         East    Units  Estimated Accuracy
 DD0303;SPC SC       -   171,520.      769,040.      MT  (+/- 180 meters Scaled)
 DD0303
 DD0303                          SUPERSEDED SURVEY CONTROL
 DD0303
 DD0303  NGVD 29 (03/21/89)    4.844  (m)           15.89   (f) ADJUSTED    1 1
 DD0303
 DD0303.Superseded values are not recommended for survey control.
 DD0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0303.See file dsdata.txt to determine how the superseded data were derived.
 DD0303
 DD0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS594934(NAD 83)
 DD0303_MARKER: X = CHISELED CROSS
 DD0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD0303_SP_SET: BUILDING
 DD0303_STAMPING: BM 17.89
 DD0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0303
 DD0303  HISTORY     - Date     Condition        Report By
 DD0303  HISTORY     - UNK      MONUMENTED       CGS
 DD0303  HISTORY     - 1962     GOOD             NGS
 DD0303  HISTORY     - 1974     GOOD             NGS
 DD0303  HISTORY     - 1979     GOOD             NGS
 DD0303  HISTORY     - 1989     GOOD             USPSQD
 DD0303
 DD0303                          STATION DESCRIPTION
 DD0303
 DD0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0303'AT GEORGETOWN.
 DD0303'AT GEORGETOWN, GEORGETOWN COUNTY, AT THE SOUTH CORNER OF THE POST
 DD0303'OFFICE, ON THE SOUTHEAST WALL, 0.5 FOOT NORTHEAST OF THE SOUTH
 DD0303'CORNER OF THE BUILDING, AND 3 FEET ABOVE THE GROUND.  A CHISELED
 DD0303'CROSS, MARKED BM 17.89.
 DD0303
 DD0303                          STATION RECOVERY (1974)
 DD0303
 DD0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DD0303'RECOVERED IN GOOD CONDITION.
 DD0303
 DD0303                          STATION RECOVERY (1979)
 DD0303
 DD0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0303'BENCH MARK RECOVERED.  ADD=AT THE SOUTH CORNER OF THE PALMETTO STATE
 DD0303'SAVINGS AND LOAN ASSOCIATION.  DELETE=AT THE SOUTH CORNER OF THE
 DD0303'POST OFFICE.  NOTE=LINE TIE.
 DD0303
 DD0303                          STATION RECOVERY (1989)
 DD0303
 DD0303'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5683 ***********************************************************************
 CK5683  DESIGNATION -  1790
 CK5683  PID         -  CK5683
 CK5683  STATE/COUNTY-  SC/BEAUFORT
 CK5683  USGS QUAD   -  FRIPPS INLET (1979)
 CK5683
 CK5683                         *CURRENT SURVEY CONTROL
 CK5683  ___________________________________________________________________
 CK5683* NAD 83(2001)-  32 19 19.58947(N)    080 27 20.06869(W)     ADJUSTED  
 CK5683* NAVD 88     -         3.629  (meters)      11.91   (feet)  ADJUSTED  
 CK5683  ___________________________________________________________________
 CK5683  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CK5683  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 CK5683  DYNAMIC HT  -           3.625 (meters)      11.89  (feet)  COMP
 CK5683  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 CK5683
 CK5683  HORZ ORDER  -  THIRD
 CK5683  VERT ORDER  -  THIRD
 CK5683
 CK5683.The horizontal coordinates were established by classical geodetic methods
 CK5683.and adjusted by the National Geodetic Survey in March 2004..
 CK5683
 CK5683.The orthometric height was determined by differential leveling
 CK5683.and adjusted by the National Geodetic Survey in April 1995..
 CK5683
 CK5683.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5683
 CK5683.The geoid height was determined by GEOID03.
 CK5683
 CK5683.The dynamic height is computed by dividing the NAVD 88
 CK5683.geopotential number by the normal gravity value computed on the
 CK5683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5683.degrees latitude (g = 980.6199 gals.).
 CK5683
 CK5683.The modeled gravity was interpolated from observed gravity values.
 CK5683
 CK5683;                    North         East     Units Scale Factor Converg.
 CK5683;SPC SC       -    54,344.052   660,867.019   MT  1.00006738   +0 18 06.6
 CK5683;SPC SC       -   178,294.13  2,168,198.88   iFT  1.00006738   +0 18 06.6
 CK5683;UTM  17      - 3,576,270.039   551,243.629   MT  0.99963238   +0 17 28.0
 CK5683
 CK5683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5683!SPC SC       -   1.00000445  x   1.00006738  =   1.00007183
 CK5683!UTM  17      -   1.00000445  x   0.99963238  =   0.99963683
 CK5683
 CK5683                          SUPERSEDED SURVEY CONTROL
 CK5683
 CK5683  NAD 83(1986)-  32 19 19.59936(N)    080 27 20.07401(W) AD(       ) 3
 CK5683  NGVD 29 (04/23/92)    3.911  (m)           12.83   (f) ADJUSTED    3 0
 CK5683
 CK5683.Superseded values are not recommended for survey control.
 CK5683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5683.See file dsdata.txt to determine how the superseded data were derived.
 CK5683
 CK5683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5124476270(NAD 83)
 CK5683_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5683_SETTING: 0 = UNSPECIFIED SETTING
 CK5683_STAMPING: 1790 1988
 CK5683_MARK LOGO: SCCC  
 CK5683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5683+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5683
 CK5683  HISTORY     - Date     Condition        Report By
 CK5683  HISTORY     - 1988     MONUMENTED       SCCC
 CK5683  HISTORY     - 19950310 MARK NOT FOUND   USPSQD
 CK5683
 CK5683                          STATION DESCRIPTION
 CK5683
 CK5683'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5683'THE STATION IS LOCATED ON FRIPP ISLAND.  FROM THE CLUB HOUSE PARKING
 CK5683'LOT, PROCEED WEST ALONG GOLF CART PATH TO THE GREEN ON THE LEFT AND
 CK5683'THE STATION LOCATED AT THE BACK OF THE GREEN.  MARKER IS 19.7 FEET
 CK5683'EAST NORTHEAST OF THE PALM TREE AND 13.5 FEET SOUTH SOUTHEAST OF THE
 CK5683'PALM TREE.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5683'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5683'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5683
 CK5683                          STATION RECOVERY (1995)
 CK5683
 CK5683'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5684 ***********************************************************************
 CK5684  HT_MOD      -  This is a Height Modernization Survey Station.
 CK5684  DESIGNATION -  1795
 CK5684  PID         -  CK5684
 CK5684  STATE/COUNTY-  SC/BEAUFORT
 CK5684  USGS QUAD   -  FRIPPS INLET (1979)
 CK5684
 CK5684                         *CURRENT SURVEY CONTROL
 CK5684  ___________________________________________________________________
 CK5684* NAD 83(2001)-  32 19 26.38912(N)    080 27 13.14281(W)     ADJUSTED  
 CK5684* NAVD 88     -         2.79   (meters)       9.2    (feet)  GPS OBS   
 CK5684  ___________________________________________________________________
 CK5684  X           -     894,720.793 (meters)                     COMP
 CK5684  Y           -  -5,320,198.614 (meters)                     COMP
 CK5684  Z           -   3,390,830.408 (meters)                     COMP
 CK5684  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CK5684  ELLIP HEIGHT-         -29.23  (meters)          (06/28/04) GPS OBS
 CK5684  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 CK5684  DYNAMIC HT  -           2.79  (meters)       9.2   (feet)  COMP
 CK5684  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 CK5684
 CK5684  HORZ ORDER  -  FIRST
 CK5684  VERT ORDER  -  THIRD (See Below)
 CK5684  ELLP ORDER  -  FOURTH    CLASS I
 CK5684
 CK5684.The horizontal coordinates were established by GPS observations
 CK5684.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK5684
 CK5684.The orthometric height was determined by GPS observations and a
 CK5684.high-resolution geoid model using precise GPS observation and
 CK5684.processing techniques. It supersedes the leveled height previously
 CK5684.determined for this station.
 CK5684.The vertical order pertains to the first NAVD 88 superseded value.
 CK5684
 CK5684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5684
 CK5684.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5684
 CK5684.The ellipsoidal height was determined by GPS observations
 CK5684.and is referenced to NAD 83.
 CK5684
 CK5684.The geoid height was determined by GEOID03.
 CK5684
 CK5684.The dynamic height is computed by dividing the NAVD 88
 CK5684.geopotential number by the normal gravity value computed on the
 CK5684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5684.degrees latitude (g = 980.6199 gals.).
 CK5684
 CK5684.The modeled gravity was interpolated from observed gravity values.
 CK5684
 CK5684;                    North         East     Units Scale Factor Converg.
 CK5684;SPC SC       -    54,554.472   661,047.074   MT  1.00006662   +0 18 10.4
 CK5684;SPC SC       -   178,984.49  2,168,789.61   iFT  1.00006662   +0 18 10.4
 CK5684;UTM  17      - 3,576,480.334   551,423.645   MT  0.99963261   +0 17 31.7
 CK5684
 CK5684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5684!SPC SC       -   1.00000459  x   1.00006662  =   1.00007121
 CK5684!UTM  17      -   1.00000459  x   0.99963261  =   0.99963720
 CK5684
 CK5684                          SUPERSEDED SURVEY CONTROL
 CK5684
 CK5684  NAD 83(1986)-  32 19 26.40015(N)    080 27 13.15049(W) AD(       ) 1
 CK5684  NAD 83(2001)-  32 19 26.38866(N)    080 27 13.14356(W) AD(       ) 3
 CK5684  NAD 83(1986)-  32 19 26.39883(N)    080 27 13.14840(W) AD(       ) 3
 CK5684  NAVD 88 (04/27/95)    2.835  (m)            9.30   (f) ADJUSTED    3 0
 CK5684  NGVD 29 (04/23/92)    3.117  (m)           10.23   (f) ADJUSTED    3 0
 CK5684
 CK5684.Superseded values are not recommended for survey control.
 CK5684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5684.See file dsdata.txt to determine how the superseded data were derived.
 CK5684
 CK5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5142476480(NAD 83)
 CK5684_MARKER: P = PIPE CAP
 CK5684_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5684_STAMPING: 1795 1988
 CK5684_MARK LOGO: SCCC  
 CK5684_PROJECTION: RECESSED 8 CENTIMETERS
 CK5684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5684+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 CK5684
 CK5684  HISTORY     - Date     Condition        Report By
 CK5684  HISTORY     - 1988     MONUMENTED       SCCC
 CK5684  HISTORY     - 19950310 GOOD             USPSQD
 CK5684  HISTORY     - 20020628 GOOD             USPSQD
 CK5684  HISTORY     - 20030429 GOOD             SCGS
 CK5684
 CK5684                          STATION DESCRIPTION
 CK5684
 CK5684'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5684'THE STATION IS LOCATED ON FRIPP ISLAND.  FROM THE SECURITY GATE,
 CK5684'PROCEED 0.60 MILES ALONG TARPON BOULEVARD TO THE JUNCTION OF REMORA
 CK5684'DRIVE, TURN LEFT AND PROCEED 0.70 MILES ALONG REMORA DRIVE TO THE
 CK5684'JUNCTION OF OCEAN POINT DRIVE, PROCEED 0.35 MILES ALONG OCEAN POINT
 CK5684'DRIVE TO THE STATION LOCATED ON THE LEFT AT THE TOP BULKHEAD.  MARKER
 CK5684'IS 18.0 FEET NORTH NORTHEAST OF THE PALM TREE AND 8.5 FEET SOUTH
 CK5684'SOUTHEAST OF THE PALM TREE.  MARK IS PROJECTING 0.1 FEET ABOVE THE
 CK5684'SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A
 CK5684'2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED
 CK5684'BY CONCRETE.
 CK5684
 CK5684                          STATION RECOVERY (1995)
 CK5684
 CK5684'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5684'RECOVERED IN GOOD CONDITION.
 CK5684
 CK5684                          STATION RECOVERY (2002)
 CK5684
 CK5684'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK5684'RECOVERED IN GOOD CONDITION.
 CK5684
 CK5684                          STATION RECOVERY (2003)
 CK5684
 CK5684'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5684'STATION IS LOCATED ON FRIPP ISLAND, 14.65 MILES EAST SOUTHEAST OF
 CK5684'BEAUFORT.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL. TO REACH THE
 CK5684'STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (SEA ISLAND PARKWAY) AND
 CK5684'STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 1.65 MILES SOUTHEAST OF
 CK5684'BEAUFORT, GO  SOUTHEAST ON HIGHWAY 21 FOR 5.1 MILES TO THE JUNCTION OF
 CK5684'STATE ROAD 77 (COFFINS POINT  ROAD) LEFT AND (SEASIDE ROAD) RIGHT,
 CK5684'CONTINUE ON HIGHWAY 21 FOR 4.7 MILES TO THE END  OF HIGHWAY 21 AND THE
 CK5684'START OF STATE ROAD 406, CONTINUE ON ROAD 406 FOR 2.35 MILES TO  THE
 CK5684'BRIDGE CONNECTING HUNTING AND FRIPP ISLANDS, CONTINUE ACROSS THE
 CK5684'BRIDGE FOR 0.5  MILE TO THE GUARD HOUSE, AFTER OBTAINING
 CK5684'PERMISSION/ACCESS CONTINUE AHEAD FOR 0.9  MILE TO THE JUNCTION OF
 CK5684'REMORA DRIVE, TURN LEFT ON REMORA DRIVE FOR 0.7 MILE TO THE  JUNCTION
 CK5684'OF OCEAN POINT DRIVE, BEAR RIGHT ON OCEAN POINT DRIVE FOR 0.35 MILE TO
 CK5684'A  DRIVE LEFT AT OCEAN COTTAGES, TURN LEFT ON THE DRIVE FOR 0.05 MILE
 CK5684'TO THE END  OF TRUCK TRAVEL, PROCEED BY FOOT HEADING EAST ALONG A
 CK5684'BEACH ACCESS PATH FOR 105  FEET TO A CONCRETE SEAWALL, TURN LEFT AND
 CK5684'WALK ALONG THE SEAWALL FOR 110.0 FEET TO THE  STATION ON THE LEFT.
 CK5684'STATION IS A PIPE CAP ATTACHED TO A PVC PIPE RECESSED 0.3 FOOT AND 0.5
 CK5684'FOOT  BELOW SEAWALL, 1.3 FEET WEST OF THE WEST EDGE OF THE SEAWALL,
 CK5684'2.4 FEET EAST  OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0234 ***********************************************************************
 DD0234  DESIGNATION -  18
 DD0234  PID         -  DD0234
 DD0234  STATE/COUNTY-  SC/GEORGETOWN
 DD0234  USGS QUAD   -  PLANTERSVILLE (1973)
 DD0234
 DD0234                         *CURRENT SURVEY CONTROL
 DD0234  ___________________________________________________________________
 DD0234* NAD 83(1986)-  33 33 34.     (N)    079 12 53.     (W)     SCALED    
 DD0234* NAVD 88     -         4.160  (meters)      13.65   (feet)  POSTED    
 DD0234  ___________________________________________________________________
 DD0234  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD0234  DYNAMIC HT  -           4.160 (meters)      13.65  (feet)  COMP
 DD0234  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DD0234
 DD0234  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DD0234
 DD0234.The horizontal coordinates were scaled from a topographic map and have
 DD0234.an estimated accuracy of +/- 6 seconds.
 DD0234
 DD0234.The orthometric height was determined by differential leveling
 DD0234.and adjusted by the National Geodetic Survey in 1992..
 DD0234.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DD0234.rate of 2.1 thru 3.0 mm/km.
 DD0234
 DD0234.The geoid height was determined by GEOID03.
 DD0234
 DD0234.The dynamic height is computed by dividing the NAVD 88
 DD0234.geopotential number by the normal gravity value computed on the
 DD0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0234.degrees latitude (g = 980.6199 gals.).
 DD0234
 DD0234.The modeled gravity was interpolated from observed gravity values.
 DD0234
 DD0234;                    North         East    Units  Estimated Accuracy
 DD0234;SPC SC       -   192,850.      775,340.      MT  (+/- 180 meters Scaled)
 DD0234
 DD0234                          SUPERSEDED SURVEY CONTROL
 DD0234
 DD0234  NGVD 29 (??/??/92)    4.492  (m)           14.74   (f) ADJ UNCH    1 2
 DD0234
 DD0234.Superseded values are not recommended for survey control.
 DD0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0234.See file dsdata.txt to determine how the superseded data were derived.
 DD0234
 DD0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT657147(NAD 83)
 DD0234_MARKER: N = NAIL
 DD0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0234_SP_SET: TREE
 DD0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0234
 DD0234  HISTORY     - Date     Condition        Report By
 DD0234  HISTORY     - UNK      MONUMENTED       SCHD
 DD0234  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0234  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 DD0234
 DD0234                          STATION DESCRIPTION
 DD0234
 DD0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0234'14.3 MI N FROM GEORGETOWN.
 DD0234'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 DD0234'THIS DATE.  14.3 MILES NORTH ALONG U.S. HIGHWAY 701 FROM GEORGETOWN,
 DD0234'GEORGETOWN COUNTY, 0.2 MILE NORTH OF PLANTERSVILLE, 300 FEET NORTH
 DD0234'OF A SMALL BRIDGE, 156 FEET SOUTH OF HIGHWAY STATION, 48 FEET
 DD0234'EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE EAST SIDE OF THE
 DD0234'BASE OF A 10-INCH OAK TREE, WITNESSED BY A WOODEN ARROW PAINTED
 DD0234'SCHD 18, 2 FEET LOWER THAN THE HIGHWAY.
 DD0234
 DD0234                          STATION RECOVERY (1994)
 DD0234
 DD0234'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2837 ***********************************************************************
 CK2837  DESIGNATION -  18 001
 CK2837  PID         -  CK2837
 CK2837  STATE/COUNTY-  SC/DORCHESTER
 CK2837  USGS QUAD   -  STALLSVILLE (1979)
 CK2837
 CK2837                         *CURRENT SURVEY CONTROL
 CK2837  ___________________________________________________________________
 CK2837* NAD 83(1986)-  32 56 55.     (N)    080 13 11.     (W)     SCALED    
 CK2837* NAVD 88     -        11.825  (meters)      38.80   (feet)  ADJUSTED  
 CK2837  ___________________________________________________________________
 CK2837  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 CK2837  DYNAMIC HT  -          11.813 (meters)      38.76  (feet)  COMP
 CK2837  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 CK2837
 CK2837  VERT ORDER  -  FIRST     CLASS II
 CK2837
 CK2837.The horizontal coordinates were scaled from a topographic map and have
 CK2837.an estimated accuracy of +/- 6 seconds.
 CK2837
 CK2837.The orthometric height was determined by differential leveling
 CK2837.and adjusted by the National Geodetic Survey in June 1991..
 CK2837
 CK2837.The geoid height was determined by GEOID03.
 CK2837
 CK2837.The dynamic height is computed by dividing the NAVD 88
 CK2837.geopotential number by the normal gravity value computed on the
 CK2837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2837.degrees latitude (g = 980.6199 gals.).
 CK2837
 CK2837.The modeled gravity was interpolated from observed gravity values.
 CK2837
 CK2837;                    North         East    Units  Estimated Accuracy
 CK2837;SPC SC       -   123,960.      682,550.      MT  (+/- 180 meters Scaled)
 CK2837
 CK2837                          SUPERSEDED SURVEY CONTROL
 CK2837
 CK2837  NGVD 29 (03/21/89)   12.120  (m)           39.76   (f) ADJUSTED    1 2
 CK2837
 CK2837.Superseded values are not recommended for survey control.
 CK2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2837.See file dsdata.txt to determine how the superseded data were derived.
 CK2837
 CK2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS729458(NAD 83)
 CK2837_MARKER: DD = SURVEY DISK
 CK2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2837_SP_SET: CONCRETE POST
 CK2837_STAMPING: VERT 18 001 1983
 CK2837_MARK LOGO: SCGS  
 CK2837_PROJECTION: RECESSED 5 CENTIMETERS
 CK2837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2837+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 CK2837
 CK2837  HISTORY     - Date     Condition        Report By
 CK2837  HISTORY     - 1983     MONUMENTED       SCGS
 CK2837  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 CK2837  HISTORY     - 20020806 GOOD             SCGS
 CK2837
 CK2837                          STATION DESCRIPTION
 CK2837
 CK2837'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2837'5.5 KM (3.4 MI) SW FROM STALLSVILLE.
 CK2837'1.3 KILOMETERS (0.85 MILE) NORTHWEST ALONG STATE HIGHWAY 61 FROM ITS
 CK2837'MOST NORTHWEST JUNCTION WITH STATE HIGHWAY 165, SET NEAR A CEDAR BUSH
 CK2837'IN THE MEDIAN AT THE ENTRANCE TO THE SPRUCEWOOD HOUSING COMMUNITY,
 CK2837'24.5 METERS (80.6 FEET) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 CK2837'RESIDENCE OF 126 SPRUCEWOOD DRIVE, 30.8 METERS (101.2 FEET)
 CK2837'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE RESIDENCE OF 328
 CK2837'SPRUCEWOOD DRIVE, 22.9 METERS (75.0 FEET) NORTH-NORTHWEST OF A FIRE
 CK2837'HYDRANT, 18.3 METERS (60.1 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CK2837'STATE HIGHWAY 61.
 CK2837'THE MARK IS ABOVE LEVEL WITH SPRUCEWOOD DRIVE.
 CK2837
 CK2837                          STATION RECOVERY (1995)
 CK2837
 CK2837'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2837'MARK NOT FOUND.
 CK2837
 CK2837                          STATION RECOVERY (2002)
 CK2837
 CK2837'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2837'STATION IS LOCATED 5.4 MILES SOUTH SOUTHWEST OF SUMMERVILLE, 26.3
 CK2837'MILES SOUTHEAST OF
 CK2837'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2837'191, COLUMBIA, SC
 CK2837'29212, PHONE 803-737-1350.
 CK2837'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK2837'(COOKS CROSSROAD),
 CK2837'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO WEST NORTHWEST ON HIGHWAY
 CK2837'61 FOR 0.85
 CK2837'MILE TO THE STATION ON THE LEFT IN A GRASSY MEDIAN DIVIDING STATE ROAD
 CK2837'574 (SPRUCEWOOD
 CK2837'DRIVE).
 CK2837'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT BELOW THE
 CK2837'HIGHWAY, 59.7
 CK2837'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 25.4 FEET EAST OF THE CENTER
 CK2837'OF THE ENTRANCE
 CK2837'LANE OF ROAD 574, 25.4 FEET WEST OF THE CENTER OF THE EXIT LANE OF
 CK2837'ROAD 574, 55.5 FEET
 CK2837'NORTH OF THE NORTHWEST CORNER OF A 8-FOOT BY 13.5-FOOT CONCRETE PAD IN
 CK2837'THE MEDIAN, 74.4
 CK2837'FEET NORTH OF A FIRE HYDRANT.
 CK2837'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 CK2837'RECOVERED BY J.B. SMOAK.
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837' 
 CK2837'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2839 ***********************************************************************
 CK2839  DESIGNATION -  18 002
 CK2839  PID         -  CK2839
 CK2839  STATE/COUNTY-  SC/DORCHESTER
 CK2839  USGS QUAD   -  STALLSVILLE (1979)
 CK2839
 CK2839                         *CURRENT SURVEY CONTROL
 CK2839  ___________________________________________________________________
 CK2839* NAD 83(1986)-  32 56 54.     (N)    080 14 08.     (W)     SCALED    
 CK2839* NAVD 88     -        11.363  (meters)      37.28   (feet)  ADJUSTED  
 CK2839  ___________________________________________________________________
 CK2839  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 CK2839  DYNAMIC HT  -          11.351 (meters)      37.24  (feet)  COMP
 CK2839  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 CK2839
 CK2839  VERT ORDER  -  FIRST     CLASS II
 CK2839
 CK2839.The horizontal coordinates were scaled from a topographic map and have
 CK2839.an estimated accuracy of +/- 6 seconds.
 CK2839
 CK2839.The orthometric height was determined by differential leveling
 CK2839.and adjusted by the National Geodetic Survey in June 1991..
 CK2839
 CK2839.The geoid height was determined by GEOID03.
 CK2839
 CK2839.The dynamic height is computed by dividing the NAVD 88
 CK2839.geopotential number by the normal gravity value computed on the
 CK2839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2839.degrees latitude (g = 980.6199 gals.).
 CK2839
 CK2839.The modeled gravity was interpolated from observed gravity values.
 CK2839
 CK2839;                    North         East    Units  Estimated Accuracy
 CK2839;SPC SC       -   123,920.      681,070.      MT  (+/- 180 meters Scaled)
 CK2839
 CK2839                          SUPERSEDED SURVEY CONTROL
 CK2839
 CK2839  NGVD 29 (03/21/89)   11.658  (m)           38.25   (f) ADJUSTED    1 2
 CK2839
 CK2839.Superseded values are not recommended for survey control.
 CK2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2839.See file dsdata.txt to determine how the superseded data were derived.
 CK2839
 CK2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS714458(NAD 83)
 CK2839_MARKER: DD = SURVEY DISK
 CK2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2839_SP_SET: CONCRETE POST
 CK2839_STAMPING: VERT 18 002 1983
 CK2839_MARK LOGO: SCGS  
 CK2839_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2839+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 CK2839
 CK2839  HISTORY     - Date     Condition        Report By
 CK2839  HISTORY     - 1983     MONUMENTED       SCGS
 CK2839  HISTORY     - 19950611 GOOD             USPSQD
 CK2839  HISTORY     - 20020806 GOOD             SCGS
 CK2839
 CK2839                          STATION DESCRIPTION
 CK2839
 CK2839'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2839'6.1 KM (3.8 MI) SW FROM STALLSVILLE.
 CK2839'2.8 KILOMETERS (1.75 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM ITS
 CK2839'MOST NORTHWEST JUNCTION OF STATE HIGHWAY 165, SET IN THE NORTHWEST
 CK2839'ANGLE OF THE INTERSECTION OF A SAND ROAD, 15.8 METERS (52.0 FEET)
 CK2839'NORTH OF THE CENTERLINE OF STATE HIGHWAY 61, 7.9 METERS (26.0 FEET)
 CK2839'WEST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 11.0 METERS (36.5
 CK2839'FEET) EAST-NORTHEAST OF A 28-INCH BLAZED PINE TREE.
 CK2839'THE MARK IS 0.90 METERS  SSW FROM A WITNESS POST.
 CK2839'THE MARK IS 0.60 M ABOVE SAND ROAD.
 CK2839
 CK2839                          STATION RECOVERY (1995)
 CK2839
 CK2839'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2839'RECOVERED IN GOOD CONDITION.
 CK2839
 CK2839                          STATION RECOVERY (2002)
 CK2839
 CK2839'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2839'STATION IS LOCATED 5.9 MILES SOUTHWEST OF SUMMERVILLE, 26.5 MILES
 CK2839'SOUTHEAST OF
 CK2839'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2839'191, COLUMBIA, SC
 CK2839'29212, PHONE 803-737-1350.
 CK2839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK2839'(COOKS CROSSROAD),
 CK2839'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO WEST NORTHWEST ON HIGHWAY
 CK2839'61 FOR
 CK2839'1.75 MILES TO THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF A
 CK2839'GATED SAND ROAD
 CK2839'LEADING NORTH.
 CK2839'STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND 1.5 FEET ABOVE THE
 CK2839'HIGHWAY,
 CK2839'52.2 FEET NORTH OF THE CENTER OF THE HIGHWAY, 24.8 FEET WEST OF THE
 CK2839'CENTER OF
 CK2839'THE SAND ROAD, 23.0 FEET SOUTHWEST OF THE WEST ONE OF TWO METAL GATE
 CK2839'POSTS,
 CK2839'2.8 FEET SOUTH OF A WITNESS POST.
 CK2839'RECOVERED BY J.B. SMOAK.
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839' 
 CK2839'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1434 ***********************************************************************
 DE1434  DESIGNATION -  18 003
 DE1434  PID         -  DE1434
 DE1434  STATE/COUNTY-  SC/DORCHESTER
 DE1434  USGS QUAD   -  SUMMERVILLE (1990)
 DE1434
 DE1434                         *CURRENT SURVEY CONTROL
 DE1434  ___________________________________________________________________
 DE1434* NAD 83(1986)-  33 00 03.     (N)    080 11 03.     (W)     SCALED    
 DE1434* NAVD 88     -        12.879  (meters)      42.25   (feet)  ADJUSTED  
 DE1434  ___________________________________________________________________
 DE1434  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DE1434  DYNAMIC HT  -          12.865 (meters)      42.21  (feet)  COMP
 DE1434  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 DE1434
 DE1434  VERT ORDER  -  FIRST     CLASS II
 DE1434
 DE1434.The horizontal coordinates were scaled from a topographic map and have
 DE1434.an estimated accuracy of +/- 6 seconds.
 DE1434
 DE1434.The orthometric height was determined by differential leveling
 DE1434.and adjusted by the National Geodetic Survey in June 1991..
 DE1434
 DE1434.The geoid height was determined by GEOID03.
 DE1434
 DE1434.The dynamic height is computed by dividing the NAVD 88
 DE1434.geopotential number by the normal gravity value computed on the
 DE1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1434.degrees latitude (g = 980.6199 gals.).
 DE1434
 DE1434.The modeled gravity was interpolated from observed gravity values.
 DE1434
 DE1434;                    North         East    Units  Estimated Accuracy
 DE1434;SPC SC       -   129,780.      685,830.      MT  (+/- 180 meters Scaled)
 DE1434
 DE1434                          SUPERSEDED SURVEY CONTROL
 DE1434
 DE1434  NGVD 29 (03/21/89)   13.173  (m)           43.22   (f) ADJUSTED    1 2
 DE1434
 DE1434.Superseded values are not recommended for survey control.
 DE1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1434.See file dsdata.txt to determine how the superseded data were derived.
 DE1434
 DE1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS762516(NAD 83)
 DE1434_MARKER: DB = BENCH MARK DISK
 DE1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1434_SP_SET: CONCRETE POST
 DE1434_STAMPING: VERT 18 003 1983
 DE1434_MARK LOGO: SCGS  
 DE1434_PROJECTION: RECESSED 7 CENTIMETERS
 DE1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1434
 DE1434  HISTORY     - Date     Condition        Report By
 DE1434  HISTORY     - 1983     MONUMENTED       SCGS
 DE1434  HISTORY     - 1985     GOOD             SCGS
 DE1434  HISTORY     - 19930619 GOOD             USPSQD
 DE1434  HISTORY     - 20020813 MARK NOT FOUND   SCGS
 DE1434  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 DE1434
 DE1434                          STATION DESCRIPTION
 DE1434
 DE1434'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DE1434'2.1 KM (1.3 MI) SW FROM SUMMERVILLE.
 DE1434'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG WEST RICHARDSON AVENUE FROM
 DE1434'THE POST OFFICE IN SUMMERVILLE, THENCE 1.8 KILOMETERS (1.1 MILES)
 DE1434'SOUTHWEST ALONG U.S HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 165 TO A
 DE1434'FORK IN THE ROAD, THENCE 0.8 KILOMETER (0.5 MILE) SOUTH ALONG STATE
 DE1434'HIGHWAY 165, SET IN THE MEDIAN BETWEEN THE SOUTH BOUND LANE OF STATE
 DE1434'HIGHWAY 165 AND THE SUMMERVILLE PLAZA PARKING LOT, 7.9 METERS (26.0
 DE1434'FEET) SOUTHEAST OF THE MOST EAST I-BEAM SUPPORTING SUMMERVILLE PLAZA
 DE1434'SIGN, 10.0 METERS (32.8 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER
 DE1434'OF HIGHWAY 165, 4.9 METERS (16.2 FEET) EAST-NORTHEAST OF THE EDGE OF
 DE1434'THE PARKING LOT OF SUMMERVILLE PLAZA, 35.6 METERS (116.9 FEET)
 DE1434'SOUTHEAST OF THE SOUTHWEST CORNER OF THE FIRST FEDERAL BANK,
 DE1434'8.3 METERS (27.3 FEET) NORTHWEST OF POWER POLE NUMBER 84.
 DE1434'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 DE1434
 DE1434                          STATION RECOVERY (1985)
 DE1434
 DE1434'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1434'RECOVERED IN GOOD CONDITION.
 DE1434
 DE1434                          STATION RECOVERY (1993)
 DE1434
 DE1434'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1434'RECOVERED IN GOOD CONDITION.
 DE1434
 DE1434                          STATION RECOVERY (2002)
 DE1434
 DE1434'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1434'NOT RECOVERED, MEASUREMENTS LED TO AN ASPHALT ROAD, SEARCHED 15
 DE1434'MINUTES WITH NO
 DE1434'RESULTS, PRESUMED DESTROYED BY INTERSECTION WORK.
 DE1434'RECOVERY BY T. HALL.
 DE1434' 
 DE1434' 
 DE1434' 
 DE1434' 
 DE1434' 
 DE1434' 
 DE1434'
 DE1434
 DE1434                          STATION RECOVERY (2003)
 DE1434
 DE1434'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1434'SEARCHED SE OF SUPPORT LEG FOR SUMMERVILLE PLAZA SIGN WITH MICRONTA
 DE1434'4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3042 ***********************************************************************
 CK3042  DESIGNATION -  18 004
 CK3042  PID         -  CK3042
 CK3042  STATE/COUNTY-  SC/DORCHESTER
 CK3042  USGS QUAD   -  STALLSVILLE (1979)
 CK3042
 CK3042                         *CURRENT SURVEY CONTROL
 CK3042  ___________________________________________________________________
 CK3042* NAD 83(1986)-  32 59 25.     (N)    080 11 26.     (W)     SCALED    
 CK3042* NAVD 88     -        23.107  (meters)      75.81   (feet)  ADJUSTED  
 CK3042  ___________________________________________________________________
 CK3042  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 CK3042  DYNAMIC HT  -          23.082 (meters)      75.73  (feet)  COMP
 CK3042  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 CK3042
 CK3042  VERT ORDER  -  FIRST     CLASS II
 CK3042
 CK3042.The horizontal coordinates were scaled from a topographic map and have
 CK3042.an estimated accuracy of +/- 6 seconds.
 CK3042
 CK3042.The orthometric height was determined by differential leveling
 CK3042.and adjusted by the National Geodetic Survey in June 1991..
 CK3042
 CK3042.The geoid height was determined by GEOID03.
 CK3042
 CK3042.The dynamic height is computed by dividing the NAVD 88
 CK3042.geopotential number by the normal gravity value computed on the
 CK3042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3042.degrees latitude (g = 980.6199 gals.).
 CK3042
 CK3042.The modeled gravity was interpolated from observed gravity values.
 CK3042
 CK3042;                    North         East    Units  Estimated Accuracy
 CK3042;SPC SC       -   128,600.      685,240.      MT  (+/- 180 meters Scaled)
 CK3042
 CK3042                          SUPERSEDED SURVEY CONTROL
 CK3042
 CK3042  NGVD 29 (03/21/89)   23.401  (m)           76.77   (f) ADJUSTED    1 2
 CK3042
 CK3042.Superseded values are not recommended for survey control.
 CK3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3042.See file dsdata.txt to determine how the superseded data were derived.
 CK3042
 CK3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS756505(NAD 83)
 CK3042_MARKER: DD = SURVEY DISK
 CK3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3042_SP_SET: CONCRETE POST
 CK3042_STAMPING: VERT 18 004 1983
 CK3042_MARK LOGO: SCGS  
 CK3042_PROJECTION: FLUSH
 CK3042_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3042+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CK3042
 CK3042  HISTORY     - Date     Condition        Report By
 CK3042  HISTORY     - 1983     MONUMENTED       SCGS
 CK3042  HISTORY     - 19930619 GOOD             USPSQD
 CK3042  HISTORY     - 20020813 GOOD             SCGS
 CK3042  HISTORY     - 20030620 GOOD             USPSQD
 CK3042
 CK3042                          STATION DESCRIPTION
 CK3042
 CK3042'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3042'3.9 KM (2.45 MI) SOUTH FROM SUMMERVILLE.
 CK3042'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG WEST RICHARDSON AVENUE FROM
 CK3042'THE POST OFFICE IN SUMMERVILLE, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK3042'SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 165 TO A
 CK3042'FORK IN THE ROAD, THENCE 2.1 KILOMETERS (1.35 MILES) SOUTH ALONG STATE
 CK3042'HIGHWAY 165, SET NEAR A WOODEN SIGN IN FRONT OF A DAY CARE CENTER,
 CK3042'11.0 METERS (36.0 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CK3042'BUILDING, 12.8 METERS (42.0 FEET) SOUTH-SOUTHEAST OF THE NORTHEAST
 CK3042'CORNER OF THE BUILDING, 14.1 METERS (46.2 FEET) NORTHWEST OF THE
 CK3042'CENTERLINE OF HIGHWAY 165, 23.5 METERS (77.0 FEET) NORTHEAST OF THE
 CK3042'APPROXIMATE CENTER OF COUNTY ROAD S-18-260.
 CK3042'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 CK3042
 CK3042                          STATION RECOVERY (1993)
 CK3042
 CK3042'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3042'RECOVERED IN GOOD CONDITION.
 CK3042
 CK3042                          STATION RECOVERY (2002)
 CK3042
 CK3042'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3042'STATION IS LOCATED 2.15 MILES SOUTH SOUTHWEST OF SUMMERVILLE, 26.1
 CK3042'MILES EAST
 CK3042'SOUTHEAST OF SAINT GEORGE. OWNERSHIP--GAZEBO SCHOOL AND CHILDCARE,
 CK3042'1264 BACONS
 CK3042'BRIDGE ROAD, SUMMERVILLE, SC 29485, PHONE 843-873-3896.
 CK3042'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3042'BRIDGE ROAD) AND
 CK3042'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3042'SOUTHWEST OF
 CK3042'SUMMERVILLE, GO NORTHEAST ON HIGHWAY 165 FOR 1.65 MILES TO THE STATION
 CK3042'ON THE LEFT
 CK3042'NEAR A WOODEN SIGN FOR GAZEBO SCHOOL AND CHILDCARE.
 CK3042'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 CK3042'THE
 CK3042'HIGHWAY, 21.5 FEET WEST OF A METAL POLE SUPPORTING A TRAFFIC LIGHT
 CK3042'WITH METER,
 CK3042'47.0 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.9 FEET NORTHWEST
 CK3042'OF THE
 CK3042'NORTHWEST ONE OF TWO WOODEN LEGS OF THE SIGN, 82.0 FEET SOUTHWEST OF
 CK3042'THE
 CK3042'CENTER OF FARM ROAD, 41.4 FEET SOUTH OF THE EAST CORNER OF A BRICK
 CK3042'BUILDING
 CK3042'(DAYCARE), 35.9 FEET EAST SOUTHEAST OF THE SOUTH CORNER OF A BRICK
 CK3042'BUILDING
 CK3042'(DAYCARE), 77.7 FEET NORTHEAST OF THE CENTER OF EDISTO DRIVE.
 CK3042'RECOVERED BY J.B. SMOAK.
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042' 
 CK3042'
 CK3042
 CK3042                          STATION RECOVERY (2003)
 CK3042
 CK3042'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3043 ***********************************************************************
 CK3043  DESIGNATION -  18 005
 CK3043  PID         -  CK3043
 CK3043  STATE/COUNTY-  SC/DORCHESTER
 CK3043  USGS QUAD   -  STALLSVILLE (1979)
 CK3043
 CK3043                         *CURRENT SURVEY CONTROL
 CK3043  ___________________________________________________________________
 CK3043* NAD 83(1986)-  32 58 47.     (N)    080 11 46.     (W)     SCALED    
 CK3043* NAVD 88     -         8.133  (meters)      26.68   (feet)  ADJUSTED  
 CK3043  ___________________________________________________________________
 CK3043  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CK3043  DYNAMIC HT  -           8.124 (meters)      26.65  (feet)  COMP
 CK3043  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 CK3043
 CK3043  VERT ORDER  -  FIRST     CLASS II
 CK3043
 CK3043.The horizontal coordinates were scaled from a topographic map and have
 CK3043.an estimated accuracy of +/- 6 seconds.
 CK3043
 CK3043.The orthometric height was determined by differential leveling
 CK3043.and adjusted by the National Geodetic Survey in June 1991..
 CK3043
 CK3043.The geoid height was determined by GEOID03.
 CK3043
 CK3043.The dynamic height is computed by dividing the NAVD 88
 CK3043.geopotential number by the normal gravity value computed on the
 CK3043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3043.degrees latitude (g = 980.6199 gals.).
 CK3043
 CK3043.The modeled gravity was interpolated from observed gravity values.
 CK3043
 CK3043;                    North         East    Units  Estimated Accuracy
 CK3043;SPC SC       -   127,430.      684,730.      MT  (+/- 180 meters Scaled)
 CK3043
 CK3043                          SUPERSEDED SURVEY CONTROL
 CK3043
 CK3043  NGVD 29 (03/21/89)    8.428  (m)           27.65   (f) ADJUSTED    1 2
 CK3043
 CK3043.Superseded values are not recommended for survey control.
 CK3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3043.See file dsdata.txt to determine how the superseded data were derived.
 CK3043
 CK3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS751493(NAD 83)
 CK3043_MARKER: DD = SURVEY DISK
 CK3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3043_SP_SET: CONCRETE POST
 CK3043_STAMPING: VERT 18 005 1983
 CK3043_MARK LOGO: SCGS  
 CK3043_PROJECTION: FLUSH
 CK3043_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3043+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CK3043
 CK3043  HISTORY     - Date     Condition        Report By
 CK3043  HISTORY     - 1983     MONUMENTED       SCGS
 CK3043  HISTORY     - 19930619 GOOD             USPSQD
 CK3043  HISTORY     - 20020813 GOOD             SCGS
 CK3043  HISTORY     - 20030620 GOOD             USPSQD
 CK3043
 CK3043                          STATION DESCRIPTION
 CK3043
 CK3043'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3043'5.2 KM (3.25 MI) SOUTH FROM SUMMERVILLE.
 CK3043'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG WEST RICHARDSON AVENUE FROM
 CK3043'THE POST OFFICE IN SUMMERVILLE, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK3043'SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 165 TO A
 CK3043'FORK IN THE ROAD, THENCE 3.45 KILOMETERS (2.15 MILES) SOUTH ALONG
 CK3043'STATE HIGHWAY 165, SET NEAR POWER POLE NUMBER 167141 WITH 3 GUY WIRES,
 CK3043'3.4 METERS (11.3 FEET) EAST-NORTHEAST OF THE POWER POLE, 5.6 METERS
 CK3043'(18.6 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF WANDO DRIVE,
 CK3043'13.7 METERS (45.0 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 CK3043'165, 15.5 METERS (51.3 FEET) NORTHWEST OF A FIRE HYDRANT.
 CK3043'THE MARK IS 0.7 METERS  SSE FROM A WITNESS POST.
 CK3043'THE MARK IS 0.2 M BELOW HIGHWAY 165.
 CK3043
 CK3043                          STATION RECOVERY (1993)
 CK3043
 CK3043'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3043'RECOVERED IN GOOD CONDITION.
 CK3043
 CK3043                          STATION RECOVERY (2002)
 CK3043
 CK3043'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3043'STATION IS LOCATED 2.9 MILES SOUTH SOUTHWEST OF SUMMERVILLE, 26.1
 CK3043'MILES EAST
 CK3043'SOUTHEAST OF SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF
 CK3043'PRECONSTRUCTION, P.O. BOX
 CK3043'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3043'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3043'BRIDGE ROAD) AND
 CK3043'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3043'SOUTHWEST OF
 CK3043'SUMMERVILLE, GO NORTHEAST ON HIGHWAY 165 FOR 0.85 MILE TO THE STATION
 CK3043'ON THE RIGHT
 CK3043'NEAR A POWER POLE IN THE EAST ANGLE OF HEBER ROAD.
 CK3043'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 CK3043'THE
 CK3043'HIGHWAY, 44.8 FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 33.3
 CK3043'FEET
 CK3043'NORTH NORTHEAST OF THE CENTER OF HEBER ROAD, 17.3 FEET WEST NORTHWEST
 CK3043'OF
 CK3043'THE CENTER OF WANDA ROAD, 10.8 FEET EAST NORTHEAST OF THE POWER POLE
 CK3043'NUMBER
 CK3043'167141 WITH THREE GUY WIRES AND A STREET LIGHT, 16.0 FEET EAST OF THE
 CK3043'NORTHEAST
 CK3043'END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH HEBER ROAD.
 CK3043'RECOVERED BY J.B. SMOAK.
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043' 
 CK3043'
 CK3043
 CK3043                          STATION RECOVERY (2003)
 CK3043
 CK3043'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3119 ***********************************************************************
 CK3119  HT_MOD      -  This is a Height Modernization Survey Station.
 CK3119  DESIGNATION -  18 006
 CK3119  PID         -  CK3119
 CK3119  STATE/COUNTY-  SC/DORCHESTER
 CK3119  USGS QUAD   -  STALLSVILLE (1979)
 CK3119
 CK3119                         *CURRENT SURVEY CONTROL
 CK3119  ___________________________________________________________________
 CK3119* NAD 83(2001)-  32 58 03.51214(N)    080 12 03.54569(W)     ADJUSTED  
 CK3119* NAVD 88     -        15.62   (meters)      51.2    (feet)  GPS OBS   
 CK3119  ___________________________________________________________________
 CK3119  X           -     911,621.867 (meters)                     COMP
 CK3119  Y           -  -5,278,268.660 (meters)                     COMP
 CK3119  Z           -   3,450,939.282 (meters)                     COMP
 CK3119  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 CK3119  ELLIP HEIGHT-         -16.81  (meters)          (10/16/03) GPS OBS
 CK3119  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 CK3119  DYNAMIC HT  -          15.60  (meters)      51.2   (feet)  COMP
 CK3119  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 CK3119
 CK3119  HORZ ORDER  -  FIRST
 CK3119  VERT ORDER  -  FIRST     CLASS II (See Below)
 CK3119  ELLP ORDER  -  FOURTH    CLASS II
 CK3119
 CK3119.The horizontal coordinates were established by GPS observations
 CK3119.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 CK3119
 CK3119.The orthometric height was determined by GPS observations and a
 CK3119.high-resolution geoid model using precise GPS observation and
 CK3119.processing techniques. It supersedes the leveled height previously
 CK3119.determined for this station.
 CK3119.The vertical order pertains to the first NAVD 88 superseded value.
 CK3119
 CK3119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3119
 CK3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3119
 CK3119.The ellipsoidal height was determined by GPS observations
 CK3119.and is referenced to NAD 83.
 CK3119
 CK3119.The geoid height was determined by GEOID03.
 CK3119
 CK3119.The dynamic height is computed by dividing the NAVD 88
 CK3119.geopotential number by the normal gravity value computed on the
 CK3119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3119.degrees latitude (g = 980.6199 gals.).
 CK3119
 CK3119.The modeled gravity was interpolated from observed gravity values.
 CK3119
 CK3119;                    North         East     Units Scale Factor Converg.
 CK3119;SPC SC       -   126,083.221   684,287.175   MT  0.99986809   +0 26 34.7
 CK3119;SPC SC       -   413,658.86  2,245,036.66   iFT  0.99986809   +0 26 34.7
 CK3119;UTM  17      - 3,647,983.100   574,668.889   MT  0.99966874   +0 26 05.3
 CK3119
 CK3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3119!SPC SC       -   1.00000264  x   0.99986809  =   0.99987073
 CK3119!UTM  17      -   1.00000264  x   0.99966874  =   0.99967138
 CK3119
 CK3119                          SUPERSEDED SURVEY CONTROL
 CK3119
 CK3119  NAD 83(1986)-  32 58 03.52248(N)    080 12 03.54891(W) AD(       ) 1
 CK3119  NAVD 88 (06/15/91)   15.586  (m)           51.14   (f) ADJUSTED    1 2
 CK3119  NGVD 29 (03/21/89)   15.881  (m)           52.10   (f) ADJUSTED    1 2
 CK3119
 CK3119.Superseded values are not recommended for survey control.
 CK3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3119.See file dsdata.txt to determine how the superseded data were derived.
 CK3119
 CK3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7466947983(NAD 83)
 CK3119_MARKER: DD = SURVEY DISK
 CK3119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3119_SP_SET: CONCRETE POST
 CK3119_STAMPING: VERT 18 006 1983
 CK3119_MARK LOGO: SCGS  
 CK3119_PROJECTION: PROJECTING 5 CENTIMETERS
 CK3119_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3119+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CK3119
 CK3119  HISTORY     - Date     Condition        Report By
 CK3119  HISTORY     - 1983     MONUMENTED       SCGS
 CK3119  HISTORY     - 20020813 GOOD             SCGS
 CK3119  HISTORY     - 20030620 GOOD             USPSQD
 CK3119
 CK3119                          STATION DESCRIPTION
 CK3119
 CK3119'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3119'4.8 KM (3.0 MI) SOUTH FROM SUMMERVILLE.
 CK3119'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG WEST RICHARDSON AVENUE FROM
 CK3119'THE POST OFFICE IN SUMMERVILLE, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK3119'SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 165 TO A
 CK3119'FORK IN THE ROAD, THENCE 4.8 KILOMETERS (3.0 MILES) SOUTH ALONG STATE
 CK3119'HIGHWAY 165, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF STATE
 CK3119'HIGHWAY 642 NEAR A POWER POLE, 25.6 METERS (84.0 FEET) EAST-SOUTHEAST
 CK3119'OF THE APPROXIMATE CENTER OF STATE HIGHWAY 165, 12.2 METERS (40.0
 CK3119'FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF HIGHWAY 642,
 CK3119'1.8 METERS (6.0 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CK3119'TRAFFIC LIGHT CONTROL BOX, 1.7 METERS (5.7 FEET) WEST-NORTHWEST OF
 CK3119'POWER POLE NUMBER C-49051.
 CK3119'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CK3119'THE MARK IS ABOVE LEVEL WITH HIGHWAY 642.
 CK3119
 CK3119                          STATION RECOVERY (2002)
 CK3119
 CK3119'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3119'STATION IS LOCATED NEAR A POWER POLE IN THE SOUTH ANGLE OF THE
 CK3119'JUNCTION OF STATE
 CK3119'HIGHWAYS 165 (BACONS BRIDGE ROAD) AND 642 (DORCHESTER ROAD),
 CK3119'(LIMEHOUSE CROSSROADS),
 CK3119'3.75 MILES SOUTH SOUTHWEST OF SUMMERVILLE, 26.3 MILES SOUTHEAST OF
 CK3119'SAINT GEORGE.
 CK3119'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK3119'SC 29212, PHONE
 CK3119'803-737-1350.
 CK3119'STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND LEVEL WITH THE
 CK3119'HIGHWAYS, 34.6
 CK3119'FEET SOUTHWEST OF THE CENTER OF HIGHWAY 642, 82.8 FEET EAST SOUTHEAST
 CK3119'OF THE
 CK3119'CENTER OF HIGHWAY 165, 5.4 FEET NORTHWEST OF THE POWER POLE C-49051
 CK3119'WITH 9 SQUARE
 CK3119'TRANSFORMERS, 3 ROUND TRANSFORMERS, SECURITY LIGHT AND A TIME SWITCH,
 CK3119'13.2 FEET
 CK3119'SOUTH OF A POWER POLE WITH TWO GUY WIRES AND A METER SUPPORTING A
 CK3119'TRAFFIC LIGHT,
 CK3119'4.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A
 CK3119'TRAFFIC
 CK3119'SIGNAL BOX.
 CK3119'RECOVERED BY J.B. SMOAK.
 CK3119' 
 CK3119' 
 CK3119' 
 CK3119' 
 CK3119' 
 CK3119' 
 CK3119' 
 CK3119' 
 CK3119' 
 CK3119' 
 CK3119'
 CK3119
 CK3119                          STATION RECOVERY (2003)
 CK3119
 CK3119'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3116 ***********************************************************************
 CK3116  DESIGNATION -  18 007
 CK3116  PID         -  CK3116
 CK3116  STATE/COUNTY-  SC/DORCHESTER
 CK3116  USGS QUAD   -  STALLSVILLE (1979)
 CK3116
 CK3116                         *CURRENT SURVEY CONTROL
 CK3116  ___________________________________________________________________
 CK3116* NAD 83(1986)-  32 57 32.     (N)    080 11 00.     (W)     SCALED    
 CK3116* NAVD 88     -         7.319  (meters)      24.01   (feet)  ADJUSTED  
 CK3116  ___________________________________________________________________
 CK3116  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 CK3116  DYNAMIC HT  -           7.311 (meters)      23.99  (feet)  COMP
 CK3116  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 CK3116
 CK3116  VERT ORDER  -  FIRST     CLASS II
 CK3116
 CK3116.The horizontal coordinates were scaled from a topographic map and have
 CK3116.an estimated accuracy of +/- 6 seconds.
 CK3116
 CK3116.The orthometric height was determined by differential leveling
 CK3116.and adjusted by the National Geodetic Survey in June 1991..
 CK3116
 CK3116.The geoid height was determined by GEOID03.
 CK3116
 CK3116.The dynamic height is computed by dividing the NAVD 88
 CK3116.geopotential number by the normal gravity value computed on the
 CK3116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3116.degrees latitude (g = 980.6199 gals.).
 CK3116
 CK3116.The modeled gravity was interpolated from observed gravity values.
 CK3116
 CK3116;                    North         East    Units  Estimated Accuracy
 CK3116;SPC SC       -   125,130.      685,950.      MT  (+/- 180 meters Scaled)
 CK3116
 CK3116                          SUPERSEDED SURVEY CONTROL
 CK3116
 CK3116  NGVD 29 (03/21/89)    7.613  (m)           24.98   (f) ADJUSTED    1 2
 CK3116
 CK3116.Superseded values are not recommended for survey control.
 CK3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3116.See file dsdata.txt to determine how the superseded data were derived.
 CK3116
 CK3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS763470(NAD 83)
 CK3116_MARKER: DD = SURVEY DISK
 CK3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3116_SP_SET: CONCRETE POST
 CK3116_STAMPING: VERT 18 007 1983
 CK3116_MARK LOGO: SCGS  
 CK3116_PROJECTION: RECESSED 30 CENTIMETERS
 CK3116_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3116+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 CK3116
 CK3116  HISTORY     - Date     Condition        Report By
 CK3116  HISTORY     - 1983     MONUMENTED       SCGS
 CK3116  HISTORY     - 20020814 GOOD             SCGS
 CK3116  HISTORY     - 20030620 MARK NOT FOUND   USPSQD
 CK3116
 CK3116                          STATION DESCRIPTION
 CK3116
 CK3116'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3116'7.1 KM (4.4 MI) SE FROM SUMMERVILLE.
 CK3116'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG WEST RICHARDSON AVENUE FROM
 CK3116'THE POST OFFICE IN SUMMERVILLE, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK3116'SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 165 TO A
 CK3116'FORK, THENCE 4.8 KILOMETERS (3.0 MILES) SOUTH ALONG STATE HIGHWAY 165,
 CK3116'THENCE 1.9 KILOMETERS (1.2 MILES) SOUTHEAST ALONG STATE HIGHWAY 642,
 CK3116'SET IN THE MEDIAN IN FRONT OF A BRICK MONUMENT TO THE ENTRANCE OF
 CK3116'ASHBOROUGH HOUSING COMMUNITY, 6.7 METERS (22.0 FEET) SOUTHEAST OF THE
 CK3116'APPROXIMATE CENTER OF THE ENTRANCE ROAD, 5.8 METERS (19.0 FEET)
 CK3116'NORTHWEST OF THE APPROXIMATE CENTER OF THE EXIT ROAD, 18.9 METERS
 CK3116'(62.0 FEET) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 642, 0.7 METERS
 CK3116'(2.3 FEET) NORTHEAST OF A BRICK MONUMENT.
 CK3116'THE MARK IS ABOVE LEVEL WITH HIGHWAY 642.
 CK3116
 CK3116                          STATION RECOVERY (2002)
 CK3116
 CK3116'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3116'STATION IS LOCATED 4.1 MILES SOUTH OF SUMMERVILLE, 27.5 MILES
 CK3116'SOUTHEAST OF SAINT GEORGE.
 CK3116'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK3116'SC 29202, PHONE
 CK3116'803-737-1350.
 CK3116'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3116'BRIDGE ROAD) AND
 CK3116'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3116'SOUTHWEST OF
 CK3116'SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 642 FOR 1.2 MILES TO THE STATION
 CK3116'ON THE
 CK3116'RIGHT NEAR A POWER POLE AND A BRICK ENTRANCE PILLAR IN A PLANTED
 CK3116'MEDIAN
 CK3116'BETWEEN THE ENTRANCE AND EXIT LANES FOR NANTUCKET DRIVE.
 CK3116'STATION IS A CONCRETE POST RECESSED 1.0 FOOT AND LEVEL WITH THE
 CK3116'HIGHWAY, 61.6 FEET
 CK3116'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.5 FEET SOUTH OF THE POWER
 CK3116'POLE
 CK3116'NUMBER 423483 WITH STREET LIGHT, 8.7 FEET NORTH NORTHWEST OF THE EAST
 CK3116'CORNER OF
 CK3116'THE BRICK PILLAR, 11.3 FEET SOUTHEAST OF THE NORTH CORNER OF THE BRICK
 CK3116'PILLAR, 2.2
 CK3116'FEET NORTHEAST OF THE NORTHEAST FACE OF THE BRICK PILLAR, 27.0 FEET
 CK3116'EAST
 CK3116'NORTHEAST OF A WOOD POST SUPPORTING A SIGN (NEIGHBORHOOD CRIME WATCH).
 CK3116'RECOVERED BY J.B. SMOAK.
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116' 
 CK3116'
 CK3116
 CK3116                          STATION RECOVERY (2003)
 CK3116
 CK3116'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3116'SEARCHED IN DECORATIVE PLANTER WITH MICRONTA 4001 AND PROBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3115 ***********************************************************************
 CK3115  DESIGNATION -  18 008
 CK3115  PID         -  CK3115
 CK3115  STATE/COUNTY-  SC/DORCHESTER
 CK3115  USGS QUAD   -  STALLSVILLE (1979)
 CK3115
 CK3115                         *CURRENT SURVEY CONTROL
 CK3115  ___________________________________________________________________
 CK3115* NAD 83(1986)-  32 57 10.     (N)    080 10 05.     (W)     SCALED    
 CK3115* NAVD 88     -         4.065  (meters)      13.34   (feet)  ADJUSTED  
 CK3115  ___________________________________________________________________
 CK3115  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 CK3115  DYNAMIC HT  -           4.060 (meters)      13.32  (feet)  COMP
 CK3115  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 CK3115
 CK3115  VERT ORDER  -  FIRST     CLASS II
 CK3115
 CK3115.The horizontal coordinates were scaled from a topographic map and have
 CK3115.an estimated accuracy of +/- 6 seconds.
 CK3115
 CK3115.The orthometric height was determined by differential leveling
 CK3115.and adjusted by the National Geodetic Survey in June 1991..
 CK3115
 CK3115.The geoid height was determined by GEOID03.
 CK3115
 CK3115.The dynamic height is computed by dividing the NAVD 88
 CK3115.geopotential number by the normal gravity value computed on the
 CK3115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3115.degrees latitude (g = 980.6199 gals.).
 CK3115
 CK3115.The modeled gravity was interpolated from observed gravity values.
 CK3115
 CK3115;                    North         East    Units  Estimated Accuracy
 CK3115;SPC SC       -   124,460.      687,380.      MT  (+/- 180 meters Scaled)
 CK3115
 CK3115                          SUPERSEDED SURVEY CONTROL
 CK3115
 CK3115  NGVD 29 (03/21/89)    4.359  (m)           14.30   (f) ADJUSTED    1 2
 CK3115
 CK3115.Superseded values are not recommended for survey control.
 CK3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3115.See file dsdata.txt to determine how the superseded data were derived.
 CK3115
 CK3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS777463(NAD 83)
 CK3115_MARKER: DD = SURVEY DISK
 CK3115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3115_SP_SET: CONCRETE POST
 CK3115_STAMPING: VERT 18 008 1983
 CK3115_MARK LOGO: SCGS  
 CK3115_PROJECTION: FLUSH
 CK3115_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3115+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 CK3115
 CK3115  HISTORY     - Date     Condition        Report By
 CK3115  HISTORY     - 1983     MONUMENTED       SCGS
 CK3115  HISTORY     - 19960405 MARK NOT FOUND   USPSQD
 CK3115  HISTORY     - 20020814 GOOD             SCGS
 CK3115  HISTORY     - 20030619 GOOD             USPSQD
 CK3115
 CK3115                          STATION DESCRIPTION
 CK3115
 CK3115'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3115'8.0 KM (5.0 MI) SE FROM SUMMERVILLE.
 CK3115'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG WEST RICHARDSON AVENUE FROM
 CK3115'THE POST OFFICE IN SUMMERVILLE, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK3115'SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 165 TO A
 CK3115'FORK, THENCE 4.8 KILOMETERS (3.0 MILES) SOUTH ALONG STATE HIGHWAY 165,
 CK3115'THENCE 3.6 KILOMETERS (2.25 MILES) SOUTHEAST ALONG STATE HIGHWAY 642,
 CK3115'SET NEAR THE KROGER-SAVON SIGN, 33.4 METERS (109.9 FEET) EAST OF THE
 CK3115'APPROXIMATE CENTER OF THE WEST ENTRANCE TO KROGERS PARKING AREA,
 CK3115'40.3 METERS (132.3 FEET) WEST OF THE APPROXIMATE CENTER OF THE EAST
 CK3115'ENTRANCE ROAD TO PARKING AREA, 23.3 METERS (76.7 FEET) NORTH OF THE
 CK3115'CENTERLINE OF HIGHWAY 642, 1.8 METERS (5.8 FEET) WEST-SOUTHWEST OF THE
 CK3115'KROGER SAV-ON SIGN.
 CK3115'THE MARK IS 0.3 M ABOVE HIGHWAY 642.
 CK3115
 CK3115                          STATION RECOVERY (1996)
 CK3115
 CK3115'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK3115'MARK NOT FOUND.
 CK3115
 CK3115                          STATION RECOVERY (2002)
 CK3115
 CK3115'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3115'STATION IS LOCATED 4.5 MILES SOUTH OF SUMMERVILLE, 28.6 MILES
 CK3115'SOUTHEAST OF SAINT GEORGE.
 CK3115'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK3115'SC 29202, PHONE
 CK3115'803-737-1350.
 CK3115'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3115'BRIDGE ROAD) AND
 CK3115'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3115'SOUTHWEST OF
 CK3115'SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 642 FOR 2.3 MILES TO THE STATION
 CK3115'ON
 CK3115'THE RIGHT NEAR A METAL SIGN (BI-LO).
 CK3115'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3115'HIGHWAY,
 CK3115'57.5 FEET NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY,
 CK3115'6.0 FEET
 CK3115'WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE SIGN, 86.5 FEET EAST OF
 CK3115'A
 CK3115'POWER POLE NUMBER 414240 WITH TWO GUY WIRES AND A STREET LIGHT, 84.9
 CK3115'FEET
 CK3115'WEST NORTHWEST OF THE NORTH ONE OF TWO LEGS FOR A SIGN ADVERTISING
 CK3115'SEVERAL
 CK3115'BUSINESSES, 32.3 FEET EAST OF A 0.5-FOOT MAGNOLIA TREE, 4.2 FEET SOUTH
 CK3115'OF THE
 CK3115'SOUTH EDGE OF THE CURB AT THE SOUTH END OF A LARGE PARKING LOT.
 CK3115'RECOVERED BY J.B. SMOAK.
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115' 
 CK3115'
 CK3115
 CK3115                          STATION RECOVERY (2003)
 CK3115
 CK3115'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3115'SIGN NOW READS BI-LO ( NOT KROGERS ).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3108 ***********************************************************************
 CK3108  DESIGNATION -  18 009
 CK3108  PID         -  CK3108
 CK3108  STATE/COUNTY-  SC/DORCHESTER
 CK3108  USGS QUAD   -  STALLSVILLE (1979)
 CK3108
 CK3108                         *CURRENT SURVEY CONTROL
 CK3108  ___________________________________________________________________
 CK3108* NAD 83(1986)-  32 56 04.     (N)    080 08 29.     (W)     SCALED    
 CK3108* NAVD 88     -         8.036  (meters)      26.36   (feet)  ADJUSTED  
 CK3108  ___________________________________________________________________
 CK3108  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 CK3108  DYNAMIC HT  -           8.027 (meters)      26.34  (feet)  COMP
 CK3108  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 CK3108
 CK3108  VERT ORDER  -  FIRST     CLASS II
 CK3108
 CK3108.The horizontal coordinates were scaled from a topographic map and have
 CK3108.an estimated accuracy of +/- 6 seconds.
 CK3108
 CK3108.The orthometric height was determined by differential leveling
 CK3108.and adjusted by the National Geodetic Survey in June 1991..
 CK3108
 CK3108.The geoid height was determined by GEOID03.
 CK3108
 CK3108.The dynamic height is computed by dividing the NAVD 88
 CK3108.geopotential number by the normal gravity value computed on the
 CK3108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3108.degrees latitude (g = 980.6199 gals.).
 CK3108
 CK3108.The modeled gravity was interpolated from observed gravity values.
 CK3108
 CK3108;                    North         East    Units  Estimated Accuracy
 CK3108;SPC SC       -   122,450.      689,890.      MT  (+/- 180 meters Scaled)
 CK3108
 CK3108                          SUPERSEDED SURVEY CONTROL
 CK3108
 CK3108  NGVD 29 (03/21/89)    8.330  (m)           27.33   (f) ADJUSTED    1 2
 CK3108
 CK3108.Superseded values are not recommended for survey control.
 CK3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3108.See file dsdata.txt to determine how the superseded data were derived.
 CK3108
 CK3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS802443(NAD 83)
 CK3108_MARKER: DD = SURVEY DISK
 CK3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3108_SP_SET: CONCRETE POST
 CK3108_STAMPING: VERT 18 009 1983
 CK3108_MARK LOGO: SCGS  
 CK3108_PROJECTION: FLUSH
 CK3108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3108+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 CK3108
 CK3108  HISTORY     - Date     Condition        Report By
 CK3108  HISTORY     - 1983     MONUMENTED       SCGS
 CK3108  HISTORY     - 20020814 GOOD             SCGS
 CK3108  HISTORY     - 20030619 GOOD             USPSQD
 CK3108
 CK3108                          STATION DESCRIPTION
 CK3108
 CK3108'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3108'10.5 KM (6.5 MI) SE FROM SUMMERVILLE.
 CK3108'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG WEST RICHARDSON AVENUE FROM
 CK3108'THE POST OFFICE IN SUMMERVILLE, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK3108'SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 165 TO A
 CK3108'FORK IN THE ROAD, THENCE 4.8 KILOMETERS (3.0 MILES) SOUTHEAST ALONG
 CK3108'STATE HIGHWAY 165, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTHEAST ALONG
 CK3108'STATE HIGHWAY 642, SET NEAR A POWER POLE, 32.0 METERS (105.3 FEET)
 CK3108'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF KENSINGTON PLACE,
 CK3108'28.5 METERS (93.5 FEET) EAST-NORTHEAST OF THE NORTH CORNER OF A BRICK
 CK3108'HOUSE WITH A CHIMNEY AND NO FENCE, 15.3 METERS (50.3 FEET)
 CK3108'SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 642, 1.8 METERS (6.0
 CK3108'FEET) SOUTHEAST OF POWER POLE 73197.
 CK3108'THE MARK IS 0.6 M BELOW HIGHWAY.
 CK3108
 CK3108                          STATION RECOVERY (2002)
 CK3108
 CK3108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3108'STATION IS LOCATED 3.95 MILES SOUTH SOUTHWEST OF LADSON, 6.1 MILES
 CK3108'SOUTH SOUTHEAST OF
 CK3108'SUMMERVILLE, 30.5 MILES SOUTHEAST OF SAINT GEORGE. OWNERSHIP--SCDOT,
 CK3108'DIRECTOR OF
 CK3108'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3108'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3108'BRIDGE ROAD) AND
 CK3108'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3108'SOUTHWEST OF
 CK3108'SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 642 FOR 2.4 MILES TO THE JUNCTION
 CK3108'OF STATE ROAD
 CK3108'199 (TROLLEY ROAD), CONTINUE ON HIGHWAY 642 FOR 1.95 MILES TO THE
 CK3108'STATION ON THE RIGHT
 CK3108'NEAR A POWER POLE.
 CK3108'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET BELOW
 CK3108'THE
 CK3108'HIGHWAY, 50.0 FEET SOUTHWEST OF THE CENTER OF THE SOUTHEAST BOUND
 CK3108'LANES OF
 CK3108'THE HIGHWAY, 5.4 FEET SOUTHEAST OF THE POWER POLE NUMBER 350252 WITH A
 CK3108'TRANSFORMER, 105.3 FEET NORTHWEST OF THE CENTER OF KENSINGTON PLACE,
 CK3108'39.2
 CK3108'FEET EAST OF A TELEPHONE JUNCTION BOX NUMBER 12-1, 23.2 FEET NORTH OF
 CK3108'A 1.8-FOOT
 CK3108'PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED.
 CK3108'RECOVERED BY J.B. SMOAK.
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108' 
 CK3108'
 CK3108
 CK3108                          STATION RECOVERY (2003)
 CK3108
 CK3108'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3107 ***********************************************************************
 CK3107  DESIGNATION -  18 010
 CK3107  PID         -  CK3107
 CK3107  STATE/COUNTY-  SC/DORCHESTER
 CK3107  USGS QUAD   -  STALLSVILLE (1979)
 CK3107
 CK3107                         *CURRENT SURVEY CONTROL
 CK3107  ___________________________________________________________________
 CK3107* NAD 83(1986)-  32 55 35.     (N)    080 07 38.     (W)     SCALED    
 CK3107* NAVD 88     -         7.990  (meters)      26.21   (feet)  ADJUSTED  
 CK3107  ___________________________________________________________________
 CK3107  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 CK3107  DYNAMIC HT  -           7.982 (meters)      26.19  (feet)  COMP
 CK3107  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 CK3107
 CK3107  VERT ORDER  -  FIRST     CLASS II
 CK3107
 CK3107.The horizontal coordinates were scaled from a topographic map and have
 CK3107.an estimated accuracy of +/- 6 seconds.
 CK3107
 CK3107.The orthometric height was determined by differential leveling
 CK3107.and adjusted by the National Geodetic Survey in June 1991..
 CK3107
 CK3107.The geoid height was determined by GEOID03.
 CK3107
 CK3107.The dynamic height is computed by dividing the NAVD 88
 CK3107.geopotential number by the normal gravity value computed on the
 CK3107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3107.degrees latitude (g = 980.6199 gals.).
 CK3107
 CK3107.The modeled gravity was interpolated from observed gravity values.
 CK3107
 CK3107;                    North         East    Units  Estimated Accuracy
 CK3107;SPC SC       -   121,570.      691,220.      MT  (+/- 180 meters Scaled)
 CK3107
 CK3107                          SUPERSEDED SURVEY CONTROL
 CK3107
 CK3107  NGVD 29 (03/21/89)    8.284  (m)           27.18   (f) ADJUSTED    1 2
 CK3107
 CK3107.Superseded values are not recommended for survey control.
 CK3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3107.See file dsdata.txt to determine how the superseded data were derived.
 CK3107
 CK3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS816434(NAD 83)
 CK3107_MARKER: DB = BENCH MARK DISK
 CK3107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3107_SP_SET: CONCRETE POST
 CK3107_STAMPING: VERT 18 010 1983
 CK3107_MARK LOGO: SCGS  
 CK3107_PROJECTION: PROJECTING 7 CENTIMETERS
 CK3107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3107
 CK3107  HISTORY     - Date     Condition        Report By
 CK3107  HISTORY     - 1983     MONUMENTED       SCGS
 CK3107  HISTORY     - 20020814 MARK NOT FOUND   SCGS
 CK3107  HISTORY     - 20030617 MARK NOT FOUND   USPSQD
 CK3107
 CK3107                          STATION DESCRIPTION
 CK3107
 CK3107'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3107'11.7 KM (7.3 MI) SE FROM SUMMERVILLE.
 CK3107'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG WEST RICHARDSON AVENUE FROM
 CK3107'THE POST OFFICE IN SUMMERVILLE, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK3107'SOUTHWEST ALONG U.S. HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 165 TO A
 CK3107'FORK, THENCE 4.8 KILOMETERS (3.0 MILES) SOUTHEAST ALONG STATE HIGHWAY
 CK3107'165, THENCE 8.5 KILOMETERS (5.3 MILES) SOUTHEAST ALONG STATE HIGHWAY
 CK3107'642, SET NEAR A POWER POLE, 22.3 METERS (73.0 FEET) NORTHEAST OF THE
 CK3107'CENTERLINE OF HIGHWAY 642, 17.1 METERS (56.0 FEET) EAST-SOUTHEAST OF A
 CK3107'TELEPHONE JUNCTION BOX, 8.4 METERS (27.5 FEET) NORTH OF POWER POLE
 CK3107'NUMBER 84207, 1.7 METERS (5.5 FEET) NORTHEAST OF A 12-INCH BLAZED PINE
 CK3107'TREE.
 CK3107'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CK3107'THE MARK IS 0.3 M BELOW HIGHWAY.
 CK3107
 CK3107                          STATION RECOVERY (2002)
 CK3107
 CK3107'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3107'NOT RECOVERED, SEARCHED 20 MINUTES WITH NO RESULTS, PRESUMED
 CK3107'DESTROYED BY SHOULDER CONSTRUCTION.
 CK3107'RECOVERY BY T. HALL.
 CK3107' 
 CK3107' 
 CK3107' 
 CK3107' 
 CK3107' 
 CK3107' 
 CK3107' 
 CK3107'
 CK3107
 CK3107                          STATION RECOVERY (2003)
 CK3107
 CK3107'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3107'SEARCHED N OF PP 84207 WITH MICRONTA 4001 METAL DETECTOR.  NO WP HERE.
 CK3107' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3106 ***********************************************************************
 CK3106  DESIGNATION -  18 011
 CK3106  PID         -  CK3106
 CK3106  STATE/COUNTY-  SC/DORCHESTER
 CK3106  USGS QUAD   -  LADSON (1979)
 CK3106
 CK3106                         *CURRENT SURVEY CONTROL
 CK3106  ___________________________________________________________________
 CK3106* NAD 83(1986)-  32 55 27.     (N)    080 07 25.     (W)     SCALED    
 CK3106* NAVD 88     -         7.076  (meters)      23.22   (feet)  ADJUSTED  
 CK3106  ___________________________________________________________________
 CK3106  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 CK3106  DYNAMIC HT  -           7.068 (meters)      23.19  (feet)  COMP
 CK3106  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 CK3106
 CK3106  VERT ORDER  -  FIRST     CLASS II
 CK3106
 CK3106.The horizontal coordinates were scaled from a topographic map and have
 CK3106.an estimated accuracy of +/- 6 seconds.
 CK3106
 CK3106.The orthometric height was determined by differential leveling
 CK3106.and adjusted by the National Geodetic Survey in June 1991..
 CK3106
 CK3106.The geoid height was determined by GEOID03.
 CK3106
 CK3106.The dynamic height is computed by dividing the NAVD 88
 CK3106.geopotential number by the normal gravity value computed on the
 CK3106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3106.degrees latitude (g = 980.6199 gals.).
 CK3106
 CK3106.The modeled gravity was interpolated from observed gravity values.
 CK3106
 CK3106;                    North         East    Units  Estimated Accuracy
 CK3106;SPC SC       -   121,320.      691,560.      MT  (+/- 180 meters Scaled)
 CK3106
 CK3106                          SUPERSEDED SURVEY CONTROL
 CK3106
 CK3106  NGVD 29 (03/21/89)    7.370  (m)           24.18   (f) ADJUSTED    1 2
 CK3106
 CK3106.Superseded values are not recommended for survey control.
 CK3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3106.See file dsdata.txt to determine how the superseded data were derived.
 CK3106
 CK3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS819432(NAD 83)
 CK3106_MARKER: DB = BENCH MARK DISK
 CK3106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3106_SP_SET: CONCRETE POST
 CK3106_STAMPING: VERT 18 011 1984
 CK3106_MARK LOGO: SCGS  
 CK3106_PROJECTION: RECESSED 7 CENTIMETERS
 CK3106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3106
 CK3106  HISTORY     - Date     Condition        Report By
 CK3106  HISTORY     - 1984     MONUMENTED       SCGS
 CK3106  HISTORY     - 20020814 MARK NOT FOUND   SCGS
 CK3106  HISTORY     - 20030617 MARK NOT FOUND   USPSQD
 CK3106
 CK3106                          STATION DESCRIPTION
 CK3106
 CK3106'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3106'11.9 KM (7.4 MI) NW FROM NORTH CHARLESTON.
 CK3106'6.4 KILOMETERS (4.0 MILES) NORTHWEST ALONG STATE HIGHWAY 642 FROM THE
 CK3106'MAIN ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET BY A POWER POLE IN
 CK3106'FRONT OF A ONE-STORY WOOD HOUSE, 45.8 METERS (150.4 FEET)
 CK3106'WEST-SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 45.2 METERS (148.3
 CK3106'FEET) SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 23.1 METERS (75.8
 CK3106'FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.4 METERS (80.0
 CK3106'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE SOUTHEAST
 CK3106'ENTRANCE DRIVE TO THE HOUSE, 1.3 (4.3 FEET) SOUTHEAST OF THE POWER
 CK3106'POLE NUMBER 84212.
 CK3106'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK3106
 CK3106                          STATION RECOVERY (2002)
 CK3106
 CK3106'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3106'NOT RECOVERED, SEARCHED 10 MINUTES WITH NO RESULTS, PRESUMED DESTROYED
 CK3106'BY NEW
 CK3106'POWER POLE INSTALLATION. RECOVERY BY T. HALL.
 CK3106' 
 CK3106' 
 CK3106' 
 CK3106' 
 CK3106' 
 CK3106' 
 CK3106' 
 CK3106' 
 CK3106'
 CK3106
 CK3106                          STATION RECOVERY (2003)
 CK3106
 CK3106'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3106'HOUSE IS GONE.  SEARCHED SE OF PP84212 WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3098 ***********************************************************************
 CK3098  DESIGNATION -  18 012
 CK3098  PID         -  CK3098
 CK3098  STATE/COUNTY-  SC/DORCHESTER
 CK3098  USGS QUAD   -  LADSON (1979)
 CK3098
 CK3098                         *CURRENT SURVEY CONTROL
 CK3098  ___________________________________________________________________
 CK3098* NAD 83(2001)-  32 54 53.62512(N)    080 06 26.33351(W)     ADJUSTED  
 CK3098* NAVD 88     -         9.144  (meters)      30.00   (feet)  ADJUSTED  
 CK3098  ___________________________________________________________________
 CK3098  X           -     920,795.362 (meters)                     COMP
 CK3098  Y           -  -5,279,899.377 (meters)                     COMP
 CK3098  Z           -   3,446,026.379 (meters)                     COMP
 CK3098  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 CK3098  ELLIP HEIGHT-         -23.50  (meters)          (10/16/03) GPS OBS
 CK3098  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 CK3098  DYNAMIC HT  -           9.134 (meters)      29.97  (feet)  COMP
 CK3098  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 CK3098
 CK3098  HORZ ORDER  -  FIRST
 CK3098  VERT ORDER  -  FIRST     CLASS II
 CK3098  ELLP ORDER  -  FOURTH    CLASS II
 CK3098
 CK3098.The horizontal coordinates were established by GPS observations
 CK3098.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 CK3098
 CK3098.The orthometric height was determined by differential leveling
 CK3098.and adjusted by the National Geodetic Survey in June 1991..
 CK3098
 CK3098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3098
 CK3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3098
 CK3098.The ellipsoidal height was determined by GPS observations
 CK3098.and is referenced to NAD 83.
 CK3098
 CK3098.The geoid height was determined by GEOID03.
 CK3098
 CK3098.The dynamic height is computed by dividing the NAVD 88
 CK3098.geopotential number by the normal gravity value computed on the
 CK3098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3098.degrees latitude (g = 980.6199 gals.).
 CK3098
 CK3098.The modeled gravity was interpolated from observed gravity values.
 CK3098
 CK3098;                    North         East     Units Scale Factor Converg.
 CK3098;SPC SC       -   120,306.084   693,093.209   MT  0.99987968   +0 29 41.7
 CK3098;SPC SC       -   394,705.00  2,273,927.85   iFT  0.99987968   +0 29 41.7
 CK3098;UTM  17      - 3,642,205.721   583,472.287   MT  0.99968591   +0 29 06.4
 CK3098
 CK3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3098!SPC SC       -   1.00000369  x   0.99987968  =   0.99988337
 CK3098!UTM  17      -   1.00000369  x   0.99968591  =   0.99968960
 CK3098
 CK3098                          SUPERSEDED SURVEY CONTROL
 CK3098
 CK3098  NAD 83(1986)-  32 54 53.63507(N)    080 06 26.33757(W) AD(       ) 1
 CK3098  NAVD 88 (10/16/03)    9.14   (m)           30.0    (f) LEVELING    3  
 CK3098  NGVD 29 (03/21/89)    9.438  (m)           30.96   (f) ADJUSTED    1 2
 CK3098
 CK3098.Superseded values are not recommended for survey control.
 CK3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3098.See file dsdata.txt to determine how the superseded data were derived.
 CK3098
 CK3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8347242206(NAD 83)
 CK3098_MARKER: DD = SURVEY DISK
 CK3098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3098_SP_SET: CONCRETE POST
 CK3098_STAMPING: VERT 18 012 1983
 CK3098_MARK LOGO: SCGS  
 CK3098_PROJECTION: FLUSH
 CK3098_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3098+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 CK3098
 CK3098  HISTORY     - Date     Condition        Report By
 CK3098  HISTORY     - 1983     MONUMENTED       SCGS
 CK3098  HISTORY     - 20020814 GOOD             SCGS
 CK3098  HISTORY     - 20030617 GOOD             USPSQD
 CK3098
 CK3098                          STATION DESCRIPTION
 CK3098
 CK3098'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3098'9.3 KM (5.8 MI) NW FROM NORTH CHARLESTON.
 CK3098'4.5 KILOMETERS (2.8 MILES) NORTHWEST ALONG STATE HIGHWAY 642 FROM THE
 CK3098'MAIN ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET NEAR A POWER POLE
 CK3098'ON THE EAST SIDE OF A FAST FOOD AND GULF GAS STATION, AT THE
 CK3098'INTERSECTION OF ASHLEY PHOSPHATE ROAD, 48.0 METERS (157.6 FEET)
 CK3098'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE OF ASHLEY PHOSPHATE
 CK3098'ROAD, 16.8 METERS (55.0 FEET) EAST-NORTHEAST OF THE NORTH CORNER OF
 CK3098'THE FAST FOOD AND GAS STORE, 13.6 METERS (44.5 FEET) NORTH-NORTHEAST
 CK3098'OF THE EAST CORNER OF THE FAST FOOD AND GAS STORE, 0.9 METER (3.0
 CK3098'FEET) SOUTH-SOUTHEAST OF THE POWER POLE NUMBER 0291252.
 CK3098'THE MARK IS 0.30 M ABOVE PARKING AREA.
 CK3098
 CK3098                          STATION RECOVERY (2002)
 CK3098
 CK3098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3098'STATION IS LOCATED 4.85 MILES SOUTH OF LADSON, 8.15 MILES SOUTHEAST OF
 CK3098'SUMMERVILLE, 32.9
 CK3098'MILES SOUTHEAST OF SAINT GEORGE. OWNERSHIP--CAROLINA EXPRESS, 8410
 CK3098'DORCHESTER ROAD,
 CK3098'NORTH CHARLESTON, SC 29420.
 CK3098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3098'BRIDGE ROAD) AND
 CK3098'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3098'SOUTHWEST OF
 CK3098'SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 642 FOR 2.4 MILES TO THE JUNCTION
 CK3098'OF STATE ROAD
 CK3098'199 (TROLLEY ROAD), CONTINUE ON HIGHWAY 642 FOR 4.35 MILES TO THE
 CK3098'STATION ON THE LEFT
 CK3098'NEAR A POWER POLE ON THE NORTHEAST SIDE OF A CONVENIENCE STORE(76) IN
 CK3098'THE NORTH ANGLE
 CK3098'OF THE JUNCTION OF STATE ROAD 62 (ASHLEY PHOSPHATE ROAD).
 CK3098'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 CK3098'THE STORE PARKING
 CK3098'LOT, 4.7 FEET SOUTH SOUTHWEST OF THE POWER POLE NUMBER 0291252 WITH
 CK3098'THREE
 CK3098'TRANSFORMERS AND TWO SECURITY LIGHTS, 12.7 FEET NORTHWEST OF THE NORTH
 CK3098'CORNER OF A
 CK3098'CONCRETE BASE FOR A PAY VACUUM, 25.3 FEET SOUTHEAST OF A METAL POLE
 CK3098'SUPPORTING THE
 CK3098'SOUTHEAST ONE OF TWO PAY PHONES, 5.2 FEET NORTHEAST OF THE NORTHEAST
 CK3098'EDGE OF THE
 CK3098'CONCRETE CURB OF THE CONCRETE CURB ON THE NORTHEAST SIDE OF THE STORE,
 CK3098'4.3 FEET SOUTH
 CK3098'SOUTHWEST OF A WITNESS POST.
 CK3098'RECOVERED BY J.B. SMOAK.
 CK3098' 
 CK3098' 
 CK3098' 
 CK3098' 
 CK3098' 
 CK3098' 
 CK3098' 
 CK3098' 
 CK3098' 
 CK3098' 
 CK3098' 
 CK3098' 
 CK3098'
 CK3098
 CK3098                          STATION RECOVERY (2003)
 CK3098
 CK3098'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3098'STATION IS NOW 76 ( NOT GULF ).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3099 ***********************************************************************
 CK3099  DESIGNATION -  18 013
 CK3099  PID         -  CK3099
 CK3099  STATE/COUNTY-  SC/DORCHESTER
 CK3099  USGS QUAD   -  LADSON (1979)
 CK3099
 CK3099                         *CURRENT SURVEY CONTROL
 CK3099  ___________________________________________________________________
 CK3099* NAD 83(1986)-  32 55 21.     (N)    080 05 45.     (W)     SCALED    
 CK3099* NAVD 88     -         8.416  (meters)      27.61   (feet)  ADJUSTED  
 CK3099  ___________________________________________________________________
 CK3099  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 CK3099  DYNAMIC HT  -           8.407 (meters)      27.58  (feet)  COMP
 CK3099  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 CK3099
 CK3099  VERT ORDER  -  FIRST     CLASS II
 CK3099
 CK3099.The horizontal coordinates were scaled from a topographic map and have
 CK3099.an estimated accuracy of +/- 6 seconds.
 CK3099
 CK3099.The orthometric height was determined by differential leveling
 CK3099.and adjusted by the National Geodetic Survey in June 1991..
 CK3099
 CK3099.The geoid height was determined by GEOID03.
 CK3099
 CK3099.The dynamic height is computed by dividing the NAVD 88
 CK3099.geopotential number by the normal gravity value computed on the
 CK3099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3099.degrees latitude (g = 980.6199 gals.).
 CK3099
 CK3099.The modeled gravity was interpolated from observed gravity values.
 CK3099
 CK3099;                    North         East    Units  Estimated Accuracy
 CK3099;SPC SC       -   121,160.      694,160.      MT  (+/- 180 meters Scaled)
 CK3099
 CK3099                          SUPERSEDED SURVEY CONTROL
 CK3099
 CK3099  NGVD 29 (03/21/89)    8.709  (m)           28.57   (f) ADJUSTED    1 2
 CK3099
 CK3099.Superseded values are not recommended for survey control.
 CK3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3099.See file dsdata.txt to determine how the superseded data were derived.
 CK3099
 CK3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS845430(NAD 83)
 CK3099_MARKER: DD = SURVEY DISK
 CK3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3099_SP_SET: CONCRETE POST
 CK3099_STAMPING: VERT 18 013 1983
 CK3099_MARK LOGO: SCGS  
 CK3099_PROJECTION: RECESSED 13 CENTIMETERS
 CK3099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3099+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 CK3099
 CK3099  HISTORY     - Date     Condition        Report By
 CK3099  HISTORY     - 1983     MONUMENTED       SCGS
 CK3099  HISTORY     - 19910502 GOOD             SCGS
 CK3099  HISTORY     - 20020819 GOOD             SCGS
 CK3099  HISTORY     - 20030617 GOOD             USPSQD
 CK3099
 CK3099                          STATION DESCRIPTION
 CK3099
 CK3099'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3099'9.2 KM (5.7 MI) NW FROM NORTH CHARLESTON.
 CK3099'THE MARK IS ABOVE LEVEL WITH ASHLEY PHOSPHATE ROAD.
 CK3099'4.5 KILOMETERS (2.8 MILES) NORTHWEST ALONG STATE HIGHWAY 642 FROM THE
 CK3099'ENTRANCE TO THE CHARLESTON AIR FORCE BASE, THENCE 1.3 KILOMETERS (0.85
 CK3099'MILE) NORTHEAST ALONG ASHLEY PHOSPHATE ROAD, SET NEAR THE SOUTHEAST
 CK3099'CORNER OF THE TRIDENT REALTY COMPANY INCORPORATED (SOUTHERN HOME
 CK3099'BUILDERS), 1.1 METERS (3.7 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF
 CK3099'THE BUILDING, 28.4 METERS (93.4 FEET) WEST-NORTHWEST OF A POWER POLE
 CK3099'WITH ONE GUY WIRE, 25.0 METERS (82.1 FEET) NORTH-NORTHWEST OF THE
 CK3099'CENTERLINE OF THE WESTBOUND LANE OF ASHLEY PHOSPHATE ROAD, 19.6 METERS
 CK3099'(64.3 FEET) SOUTH-SOUTHWEST OF THE CORNERS OF TWO CHAIN LINK FENCES.
 CK3099
 CK3099                          STATION RECOVERY (1991)
 CK3099
 CK3099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3099'STATION IS LOCATED 6.4 MILES (10.3 KM) SOUTHWEST OF GOOSE CREEK, 6.9
 CK3099'MILES (11.1 KM) SOUTHEAST OF LINCOLNVILLE. OWNERSHIP--VACANT
 CK3099'BUILDING, FORMERLY TRIDENT REALTY COMPANY (SOUTHERN HOME BUILDERS).
 CK3099'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 75
 CK3099'(ASHLEY PHOSPHATE ROAD, EXIT 209) AND INTERSTATE 26 (4.5 MILES SOUTH
 CK3099'OF GOOSE CREEK), GO SOUTHWEST ON ROAD 75 FOR 2.85 MILES (4.59 KM) TO
 CK3099'THE JUNCTION OF A ROAD RIGHT (ENTRANCE ROAD TO DORCHESTER MANOR
 CK3099'RESIDENTAL), TURN RIGHT AND THE STATION NEAR THE SOUTHEAST CORNER OF
 CK3099'A BRICK OFFICE BUILDING IN THE NORTHEAST ANGLE OF THE JUNCTION.
 CK3099'STATION IS A CONCRETE POST RECESSED 4-INCHES AND 1.0 FOOT (0.3 M)
 CK3099'BELOW ROAD 75, 4.4 FEET (1.3 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER
 CK3099'OF THE BUILDING, 5.0 FEET (1.5 M) NORTHEAST OF THE NORTHEAST CORNER
 CK3099'OF A CONCRETE SIDEWALK IN FRONT OF THE BUILDING, 136.1 FEET (41.5 M)
 CK3099'EAST NORTHEAST OF SURVEY STATION MANOR, 29.7 FEET (9.1 M) WEST OF A
 CK3099'MULTI-TRUNKED ELM TREE, 101.2 FEET (30.8 M) NORTH OF THE CENTER OF
 CK3099'ROAD 75.
 CK3099'RECOVERED BY T. HALL.
 CK3099
 CK3099                          STATION RECOVERY (2002)
 CK3099
 CK3099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3099'STATION IS LOCATED 8.05 MILES SOUTHEAST OF SUMMERVILLE, 33.2 MILES
 CK3099'EAST SOUTHEAST OF
 CK3099'SAINT GEORGE. OWNERSHIP--STATE FARM INSURANCE BUILDING, R.J.
 CK3099'WASHINGTON, 4000 ASHLEY
 CK3099'PHOSPHATE ROAD, NORTH CHARLESTON, SC 29418, PHONE 843-767-2281.
 CK3099'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 CK3099'209) AND STATE
 CK3099'ROAD 75 (ASHLEY PHOSPHATE ROAD), 9.4 MILES SOUTHEAST OF SUMMERVILLE,
 CK3099'GO WEST ON ROAD 75
 CK3099'FOR 3.0 MILES TO THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF
 CK3099'A BRICK OFFICE
 CK3099'BUILDING NUMBER 4000 (STATE FARM INSURANCE) IN THE NORTHEAST ANGLE OF
 CK3099'DORCHESTER
 CK3099'MANOR BOULEVARD.
 CK3099'STATION IS A CONCRETE POST RECESSED 0.4 FOOT AND 0.5 FOOT BELOW THE
 CK3099'ROAD, 4.5 FEET
 CK3099'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 5.0 FEET NORTHEAST
 CK3099'OF THE
 CK3099'NORTHEAST CORNER OF A CONCRETE SIDEWALK IN FRONT OF THE BUILDING, 29.5
 CK3099'FEET WEST OF A
 CK3099'2.5-FOOT DOUBLE-TRUNKED MAPLE TREE, 82.2 FEET NORTH OF THE CENTER OF
 CK3099'THE WESTBOUND
 CK3099'LANES OF THE HIGHWAY, 136.2 FEET EAST NORTHEAST OF SURVEY STATION
 CK3099'MANOR.
 CK3099'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 CK3099'RECOVERED BY T. HALL.
 CK3099' 
 CK3099' 
 CK3099' 
 CK3099' 
 CK3099' 
 CK3099'
 CK3099
 CK3099                          STATION RECOVERY (2003)
 CK3099
 CK3099'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3099'BUILDING IS NOW OCCUPIED BY R. J. WASHINGTON/STATE FARM INSURANCE.
 CK3099'ADDRESS IS 4000 ASHLEY PHOSPHATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3100 ***********************************************************************
 CK3100  DESIGNATION -  18 014
 CK3100  PID         -  CK3100
 CK3100  STATE/COUNTY-  SC/DORCHESTER
 CK3100  USGS QUAD   -  LADSON (1979)
 CK3100
 CK3100                         *CURRENT SURVEY CONTROL
 CK3100  ___________________________________________________________________
 CK3100* NAD 83(1986)-  32 55 31.     (N)    080 04 59.     (W)     SCALED    
 CK3100* NAVD 88     -         8.910  (meters)      29.23   (feet)  ADJUSTED  
 CK3100  ___________________________________________________________________
 CK3100  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK3100  DYNAMIC HT  -           8.900 (meters)      29.20  (feet)  COMP
 CK3100  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 CK3100
 CK3100  VERT ORDER  -  FIRST     CLASS II
 CK3100
 CK3100.The horizontal coordinates were scaled from a topographic map and have
 CK3100.an estimated accuracy of +/- 6 seconds.
 CK3100
 CK3100.The orthometric height was determined by differential leveling
 CK3100.and adjusted by the National Geodetic Survey in June 1991..
 CK3100
 CK3100.The geoid height was determined by GEOID03.
 CK3100
 CK3100.The dynamic height is computed by dividing the NAVD 88
 CK3100.geopotential number by the normal gravity value computed on the
 CK3100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3100.degrees latitude (g = 980.6199 gals.).
 CK3100
 CK3100.The modeled gravity was interpolated from observed gravity values.
 CK3100
 CK3100;                    North         East    Units  Estimated Accuracy
 CK3100;SPC SC       -   121,480.      695,350.      MT  (+/- 180 meters Scaled)
 CK3100
 CK3100                          SUPERSEDED SURVEY CONTROL
 CK3100
 CK3100  NGVD 29 (03/21/89)    9.203  (m)           30.19   (f) ADJUSTED    1 2
 CK3100
 CK3100.Superseded values are not recommended for survey control.
 CK3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3100.See file dsdata.txt to determine how the superseded data were derived.
 CK3100
 CK3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS857433(NAD 83)
 CK3100_MARKER: DD = SURVEY DISK
 CK3100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3100_SP_SET: CONCRETE POST
 CK3100_STAMPING: VERT 18 014 1983
 CK3100_MARK LOGO: SCGS  
 CK3100_PROJECTION: RECESSED 8 CENTIMETERS
 CK3100_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3100+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 CK3100
 CK3100  HISTORY     - Date     Condition        Report By
 CK3100  HISTORY     - 1983     MONUMENTED       SCGS
 CK3100  HISTORY     - 20020819 GOOD             SCGS
 CK3100  HISTORY     - 20030617 MARK NOT FOUND   USPSQD
 CK3100
 CK3100                          STATION DESCRIPTION
 CK3100
 CK3100'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3100'7.9 KM (4.9 MI) NW FROM NORTH CHARLESTON.
 CK3100'4.5 KILOMETERS (2.8 MILES) NORTHWEST ALONG STATE HIGHWAY 642 FROM THE
 CK3100'ENTRANCE TO THE CHARLESTON AIR FORCE BASE, THENCE 2.6 KILOMETERS (1.65
 CK3100'MILES) NORTHEAST ALONG ASHLEY PHOSPHATE ROAD, SET IN THE MEDIAN OF THE
 CK3100'ENTRANCE ROAD TO PEPPERIDGE HOUSING COMMUNITY, 3.9 METERS (12.7 FEET)
 CK3100'WEST-SOUTHWEST OF THE ENTRANCE DRIVE TO THE HOUSING COMMUNITY,
 CK3100'4.0 METERS (13.2 FEET) EAST-NORTHEAST OF THE EXIT DRIVE OF THE HOUSING
 CK3100'COMMUNITY, 22.74 METERS (74.6 FEET) NORTH-NORTHWEST OF THE CENTERLINE
 CK3100'OF THE WESTBOUND LANE OF ASHLEY PHOSPHATE ROAD, 59.8 METERS (196.3
 CK3100'FEET) SOUTHEAST OF A FIRE HYDRANT.
 CK3100'THE MARK IS ABOVE LEVEL WITH ASHLEY PHOSPHATE ROAD.
 CK3100
 CK3100                          STATION RECOVERY (2002)
 CK3100
 CK3100'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3100'STATION IS LOCATED 8.35 MILES SOUTHEAST OF SUMMERVILLE, 33.7 MILES
 CK3100'EAST SOUTHEAST OF
 CK3100'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3100'191, COLUMBIA, SC
 CK3100'29202, PHONE 803-737-1350.
 CK3100'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 CK3100'209) AND STATE
 CK3100'ROAD 75 (ASHLEY PHOSPHATE ROAD), 9.4 MILES SOUTHEAST OF SUMMERVILLE,
 CK3100'GO WEST ON ROAD 75
 CK3100'FOR 2.15 MILES TO THE STATION ON THE RIGHT NEAR A STUCCO SIGN FOR THE
 CK3100'PEPPERIDGE
 CK3100'COMMUNITY IN THE GRASSY MEDIAN OF PEPPERIDGE DRIVE.
 CK3100'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND 0.5 FOOT ABOVE THE
 CK3100'ROADS, 4.9 FEET
 CK3100'WEST OF THE WEST EDGE OF THE MEDIAN CURB OF THE ENTRANCE LANE OF
 CK3100'PEPPERIDGE
 CK3100'DRIVE, 5.5 FEET EAST OF THE EAST EDGE OF THE MEDIAN CURB OF THE EXIT
 CK3100'LANE OF
 CK3100'PEPPERIDGE DRIVE, 12.2 FEET NORTH OF THE NORTH END OF THE STUCCO SIGN,
 CK3100'5.6 FEET
 CK3100'NORTH OF A FIBERGLASS SECURITY LIGHT POLE G8045, 18.7 FEET SOUTH OF A
 CK3100'1.0-FOOT
 CK3100'PALMETTO TREE.
 CK3100'RECOVERED BY T. HALL.
 CK3100' 
 CK3100' 
 CK3100' 
 CK3100' 
 CK3100' 
 CK3100' 
 CK3100'
 CK3100
 CK3100                          STATION RECOVERY (2003)
 CK3100
 CK3100'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3100'SEARCHED MEDIAN AT PEPPERIDGE WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3097 ***********************************************************************
 CK3097  DESIGNATION -  18 015
 CK3097  PID         -  CK3097
 CK3097  STATE/COUNTY-  SC/DORCHESTER
 CK3097  USGS QUAD   -  LADSON (1979)
 CK3097
 CK3097                         *CURRENT SURVEY CONTROL
 CK3097  ___________________________________________________________________
 CK3097* NAD 83(1986)-  32 54 28.     (N)    080 05 51.     (W)     SCALED    
 CK3097* NAVD 88     -         7.989  (meters)      26.21   (feet)  ADJUSTED  
 CK3097  ___________________________________________________________________
 CK3097  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 CK3097  DYNAMIC HT  -           7.981 (meters)      26.18  (feet)  COMP
 CK3097  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 CK3097
 CK3097  VERT ORDER  -  FIRST     CLASS II
 CK3097
 CK3097.The horizontal coordinates were scaled from a topographic map and have
 CK3097.an estimated accuracy of +/- 6 seconds.
 CK3097
 CK3097.The orthometric height was determined by differential leveling
 CK3097.and adjusted by the National Geodetic Survey in June 1991..
 CK3097
 CK3097.The geoid height was determined by GEOID03.
 CK3097
 CK3097.The dynamic height is computed by dividing the NAVD 88
 CK3097.geopotential number by the normal gravity value computed on the
 CK3097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3097.degrees latitude (g = 980.6199 gals.).
 CK3097
 CK3097.The modeled gravity was interpolated from observed gravity values.
 CK3097
 CK3097;                    North         East    Units  Estimated Accuracy
 CK3097;SPC SC       -   119,530.      694,020.      MT  (+/- 180 meters Scaled)
 CK3097
 CK3097                          SUPERSEDED SURVEY CONTROL
 CK3097
 CK3097  NGVD 29 (03/21/89)    8.284  (m)           27.18   (f) ADJUSTED    1 2
 CK3097
 CK3097.Superseded values are not recommended for survey control.
 CK3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3097.See file dsdata.txt to determine how the superseded data were derived.
 CK3097
 CK3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS843414(NAD 83)
 CK3097_MARKER: DD = SURVEY DISK
 CK3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3097_SP_SET: CONCRETE POST
 CK3097_STAMPING: VERT 18 015 1983
 CK3097_MARK LOGO: SCGS  
 CK3097_PROJECTION: RECESSED 8 CENTIMETERS
 CK3097_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3097+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 CK3097
 CK3097  HISTORY     - Date     Condition        Report By
 CK3097  HISTORY     - 1983     MONUMENTED       SCGS
 CK3097  HISTORY     - 20020814 GOOD             SCGS
 CK3097  HISTORY     - 20030617 GOOD             USPSQD
 CK3097
 CK3097                          STATION DESCRIPTION
 CK3097
 CK3097'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3097'8.5 KM (5.3 MI) WEST FROM NORTH CHARLESTON.
 CK3097'3.3 KILOMETERS (2.05 MILES) NORTHWEST ALONG STATE HIGHWAY 642 FROM THE
 CK3097'ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET IN A WOODED AREA
 CK3097'NORTHEAST OF THE ASHLEY RIVER FIRE DEPARTMENT, 35.1 METERS (115.4
 CK3097'FEET) NORTH-NORTHWEST OF THE FLAG POLE, 24.5 METERS (80.6 FEET)
 CK3097'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE OF HIGHWAY 642,
 CK3097'10.6 METERS (35.0 FEET) WEST-SOUTHWEST OF POWER POLE NUMBER 215671,
 CK3097'19.4 METERS (63.9 FEET) NORTH OF THE NORTH CORNER OF THE FIRE STATION.
 CK3097'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 CK3097'THE MARK IS ABOVE LEVEL WITH HIGHWAY 642.
 CK3097
 CK3097                          STATION RECOVERY (2002)
 CK3097
 CK3097'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3097'STATION IS LOCATED 4.4 MILES WEST OF HANAHAN, 8.9 MILES SOUTH
 CK3097'SOUTHEAST OF
 CK3097'SUMMERVILLE, 33.7 MILES SOUTHEAST OF SAINT GEORGE. OWNERSHIP--ASHLEY
 CK3097'RIVER FIRE
 CK3097'DEPARTMENT, 8045 DORCHESTER ROAD, NORTH CHARLESTON, SC 29418.
 CK3097'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3097'BRIDGE ROAD) AND
 CK3097'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3097'SOUTHWEST OF
 CK3097'SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 642 FOR 6.75 MILES TO THE
 CK3097'JUNCTION OF STATE
 CK3097'ROAD 62 (ASHLEY PHOSPHATE ROAD), CONTINUE ON HIGHWAY 642 FOR 0.75 MILE
 CK3097'TO THE STATION
 CK3097'ON THE RIGHT IN  A SMALL WOODED AREA IN FRONT OF THE ASHLEY RIVER FIRE
 CK3097'DEPARTMENT.
 CK3097'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL WITH THE
 CK3097'HIGHWAY, 80.4 FEET
 CK3097'SOUTH SOUTHWEST OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 29.2 FEET
 CK3097'SOUTH
 CK3097'OF A POWER POLE NUMBER 215671 WITH TWO GUY WIRES AND THREE
 CK3097'TRANSFORMERS, 73.3
 CK3097'FEET SOUTHEAST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 CK3097'PARALLEL TO
 CK3097'THE HIGHWAY, 38.5 FEET EAST SOUTHEAST OF THE NORTH CORNER OF THE FIRE
 CK3097'DEPARTMENT, 147.5 FEET WEST OF A FIRE HYDRANT, 2.8 FEET SOUTHEAST OF A
 CK3097'WITNESS
 CK3097'POST.
 CK3097'RECOVERED BY J.B. SMOAK.
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097' 
 CK3097'
 CK3097
 CK3097                          STATION RECOVERY (2003)
 CK3097
 CK3097'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3097'FLAGPOLE HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2824 ***********************************************************************
 CK2824  DESIGNATION -  18 016
 CK2824  PID         -  CK2824
 CK2824  STATE/COUNTY-  SC/DORCHESTER
 CK2824  USGS QUAD   -  STALLSVILLE (1979)
 CK2824
 CK2824                         *CURRENT SURVEY CONTROL
 CK2824  ___________________________________________________________________
 CK2824* NAD 83(1986)-  32 53 24.     (N)    080 07 41.     (W)     SCALED    
 CK2824* NAVD 88     -        14.489  (meters)      47.54   (feet)  ADJUSTED  
 CK2824  ___________________________________________________________________
 CK2824  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 CK2824  DYNAMIC HT  -          14.473 (meters)      47.48  (feet)  COMP
 CK2824  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 CK2824
 CK2824  VERT ORDER  -  FIRST     CLASS II
 CK2824
 CK2824.The horizontal coordinates were scaled from a topographic map and have
 CK2824.an estimated accuracy of +/- 6 seconds.
 CK2824
 CK2824.The orthometric height was determined by differential leveling
 CK2824.and adjusted by the National Geodetic Survey in June 1991..
 CK2824
 CK2824.The geoid height was determined by GEOID03.
 CK2824
 CK2824.The dynamic height is computed by dividing the NAVD 88
 CK2824.geopotential number by the normal gravity value computed on the
 CK2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2824.degrees latitude (g = 980.6199 gals.).
 CK2824
 CK2824.The modeled gravity was interpolated from observed gravity values.
 CK2824
 CK2824;                    North         East    Units  Estimated Accuracy
 CK2824;SPC SC       -   117,530.      691,180.      MT  (+/- 180 meters Scaled)
 CK2824
 CK2824                          SUPERSEDED SURVEY CONTROL
 CK2824
 CK2824  NGVD 29 (03/21/89)   14.784  (m)           48.50   (f) ADJUSTED    1 2
 CK2824
 CK2824.Superseded values are not recommended for survey control.
 CK2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2824.See file dsdata.txt to determine how the superseded data were derived.
 CK2824
 CK2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS815394(NAD 83)
 CK2824_MARKER: DD = SURVEY DISK
 CK2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2824_SP_SET: CONCRETE POST
 CK2824_STAMPING: VERT 18 016 1983
 CK2824_MARK LOGO: SCGS  
 CK2824_PROJECTION: RECESSED 8 CENTIMETERS
 CK2824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2824+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 CK2824
 CK2824  HISTORY     - Date     Condition        Report By
 CK2824  HISTORY     - 1983     MONUMENTED       SCGS
 CK2824  HISTORY     - 19950617 GOOD             USPSQD
 CK2824  HISTORY     - 20020917 GOOD             SCGS
 CK2824  HISTORY     - 20030617 MARK NOT FOUND   USPSQD
 CK2824
 CK2824                          STATION DESCRIPTION
 CK2824
 CK2824'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2824'11.7 KM (7.3 MI) SW FROM NORTH CHARLESTON.
 CK2824'14.5 KILOMETERS (9.0 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2824'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR THE NORTHWEST
 CK2824'CORNER OF THE OLIVE BRANCH BAPTIST CHURCH, 36.1 METERS (118.8 FEET)
 CK2824'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS (37.0
 CK2824'FEET) SOUTHWEST OF A POWER POLE THAT SERVICES THE CHURCH, 0.9 METER
 CK2824'(3.0 FEET) EAST OF THE NORTHWEST CORNER OF THE CHURCH.
 CK2824'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
 CK2824
 CK2824                          STATION RECOVERY (1995)
 CK2824
 CK2824'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2824'RECOVERED IN GOOD CONDITION.
 CK2824
 CK2824                          STATION RECOVERY (2002)
 CK2824
 CK2824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2824'STATION IS LOCATED 9.3 MILES SOUTH SOUTHEAST OF SUMMERVILLE, 33.0
 CK2824'MILES SOUTHEAST OF
 CK2824'SAINT GEORGE. OWNERSHIP--OLIVE BRANCH BAPTIST CHURCH, 4263 ASHLEY
 CK2824'RIVER ROAD,
 CK2824'CHARLESTON, SC 29407, ATTENTION-CHARLES DUEL, C/O MIDDLETON PLACE.
 CK2824'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK2824'(COOKS CROSSROAD),
 CK2824'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 61
 CK2824'FOR 6.15
 CK2824'MILES TO THE STATION ON THE RIGHT NEAR THE NORTH CORNER OF THE OLIVE
 CK2824'BRANCH
 CK2824'BAPTIST CHURCH AND ALSO AT THE DORCHESTER/CHARLESTON COUNTY LINE.
 CK2824'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL WITH THE
 CK2824'HIGHWAY, 3.6
 CK2824'FEET EAST OF THE NORTH CORNER OF THE CHURCH, 37.1 FEET WEST SOUTHWEST
 CK2824'OF A
 CK2824'POWER POLE NUMBER 393906 WITH A SECURITY LIGHT AND TRANSFORMER, 7.4
 CK2824'FEET
 CK2824'SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE SIDEWALK, 4.4 FEET WEST OF
 CK2824'THE
 CK2824'WEST CORNER OF THE BASE OF THE WEST COLUMN OF THE CHURCH.
 CK2824'RECOVERED BY T. HALL.
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824' 
 CK2824'
 CK2824
 CK2824                          STATION RECOVERY (2003)
 CK2824
 CK2824'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2824'SEARCHED NEAR NW CORNER OF CHURCH WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2825 ***********************************************************************
 CK2825  DESIGNATION -  18 017
 CK2825  PID         -  CK2825
 CK2825  STATE/COUNTY-  SC/DORCHESTER
 CK2825  USGS QUAD   -  STALLSVILLE (1979)
 CK2825
 CK2825                         *CURRENT SURVEY CONTROL
 CK2825  ___________________________________________________________________
 CK2825* NAD 83(1986)-  32 54 00.     (N)    080 08 25.     (W)     SCALED    
 CK2825* NAVD 88     -         8.900  (meters)      29.20   (feet)  ADJUSTED  
 CK2825  ___________________________________________________________________
 CK2825  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 CK2825  DYNAMIC HT  -           8.890 (meters)      29.17  (feet)  COMP
 CK2825  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 CK2825
 CK2825  VERT ORDER  -  FIRST     CLASS II
 CK2825
 CK2825.The horizontal coordinates were scaled from a topographic map and have
 CK2825.an estimated accuracy of +/- 6 seconds.
 CK2825
 CK2825.The orthometric height was determined by differential leveling
 CK2825.and adjusted by the National Geodetic Survey in June 1991..
 CK2825
 CK2825.The geoid height was determined by GEOID03.
 CK2825
 CK2825.The dynamic height is computed by dividing the NAVD 88
 CK2825.geopotential number by the normal gravity value computed on the
 CK2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2825.degrees latitude (g = 980.6199 gals.).
 CK2825
 CK2825.The modeled gravity was interpolated from observed gravity values.
 CK2825
 CK2825;                    North         East    Units  Estimated Accuracy
 CK2825;SPC SC       -   118,630.      690,020.      MT  (+/- 180 meters Scaled)
 CK2825
 CK2825                          SUPERSEDED SURVEY CONTROL
 CK2825
 CK2825  NGVD 29 (03/21/89)    9.195  (m)           30.17   (f) ADJUSTED    1 2
 CK2825
 CK2825.Superseded values are not recommended for survey control.
 CK2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2825.See file dsdata.txt to determine how the superseded data were derived.
 CK2825
 CK2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS804405(NAD 83)
 CK2825_MARKER: DD = SURVEY DISK
 CK2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2825_SP_SET: CONCRETE POST
 CK2825_STAMPING: VERT 18 017 1983
 CK2825_MARK LOGO: SCGS  
 CK2825_PROJECTION: RECESSED 8 CENTIMETERS
 CK2825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2825+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 CK2825
 CK2825  HISTORY     - Date     Condition        Report By
 CK2825  HISTORY     - 1983     MONUMENTED       SCGS
 CK2825  HISTORY     - 19950617 MARK NOT FOUND   USPSQD
 CK2825  HISTORY     - 19960306 GOOD             USPSQD
 CK2825  HISTORY     - 20020806 GOOD             SCGS
 CK2825  HISTORY     - 20030617 GOOD             USPSQD
 CK2825
 CK2825                          STATION DESCRIPTION
 CK2825
 CK2825'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2825'12.9 KM (8.0 MI) SW FROM NORTH CHARLESTON.
 CK2825'16.1 KILOMETERS (10.0 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2825'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET INSIDE THE MAIN
 CK2825'ENTRANCE GATE TO MIDDLETON PLACE, 0.76 METERS (2.5 FEET)
 CK2825'EAST-NORTHEAST OF THE WEST-SOUTHWEST FACE OF THE BRICK AND WOOD
 CK2825'ENTRANCE GATE, 7.68 METERS (25.2 FEET) NORTH-NORTHWEST OF THE
 CK2825'APPROXIMATE CENTER OF A CATTLE GUARD, 28.2 METERS (92.4 FEET)
 CK2825'EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 61, 17.1 METERS (56.1
 CK2825'FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF DIRT DRIVE TO PAY
 CK2825'BOOTH.
 CK2825'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
 CK2825
 CK2825                          STATION RECOVERY (1995)
 CK2825
 CK2825'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2825'MARK NOT FOUND.
 CK2825
 CK2825                          STATION RECOVERY (1996)
 CK2825
 CK2825'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2825'RECOVERED IN GOOD CONDITION.
 CK2825
 CK2825                          STATION RECOVERY (2002)
 CK2825
 CK2825'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2825'STATION IS LOCATED 6.2 MILES SOUTH SOUTHWEST OF LADSON, 32.0 MILES
 CK2825'SOUTHEAST OF SAINT
 CK2825'GEORGE. OWNERSHIP--MIDDLETON PLACE FOUNDATION, 4300 ASHLEY RIVER ROAD,
 CK2825'CHARLESTON,
 CK2825'SC 29414, PHONE 843-556-6020.
 CK2825'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK2825'(COOKS CROSSROAD),
 CK2825'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 61
 CK2825'FOR 3.5
 CK2825'MILES TO THE JUNCTION OF STATE ROAD 780 (ASHLEY RIVER DRIVE), CONTINUE
 CK2825'ON HIGHWAY 61
 CK2825'FOR 1.7 MILES TO THE STATION ON THE LEFT INSIDE THE MAIN ENTRANCE GATE
 CK2825'TO MIDDLETON
 CK2825'PLACE PLANTATION.
 CK2825'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL WITH THE
 CK2825'HIGHWAY, 88.8
 CK2825'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 20.6 FEET NORTH NORTHWEST
 CK2825'OF THE NORTH
 CK2825'CORNER OF A CATTLE GUARD, 9.8 FEET NORTH OF A 2-FOOT SQUARE WOOD POST
 CK2825'SUPPORTING AN ELECTRICAL OUTLET, 2.4 FEET EAST NORTHEAST OF THE
 CK2825'NORTHEAST
 CK2825'FACE OF THE WALL, 71.5 FEET NORTH NORTHEAST OF A METAL POST SUPPORTING
 CK2825'A
 CK2825'HISTORICAL SIGN (ARTHUR MIDDLETON).
 CK2825'RECOVERED BY J.B. SMOAK.
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825' 
 CK2825'
 CK2825
 CK2825                          STATION RECOVERY (2003)
 CK2825
 CK2825'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2826 ***********************************************************************
 CK2826  DESIGNATION -  18 018
 CK2826  PID         -  CK2826
 CK2826  STATE/COUNTY-  SC/DORCHESTER
 CK2826  USGS QUAD   -  STALLSVILLE (1979)
 CK2826
 CK2826                         *CURRENT SURVEY CONTROL
 CK2826  ___________________________________________________________________
 CK2826* NAD 83(1986)-  32 54 38.     (N)    080 09 02.     (W)     SCALED    
 CK2826* NAVD 88     -         4.547  (meters)      14.92   (feet)  ADJUSTED  
 CK2826  ___________________________________________________________________
 CK2826  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 CK2826  DYNAMIC HT  -           4.542 (meters)      14.90  (feet)  COMP
 CK2826  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 CK2826
 CK2826  VERT ORDER  -  FIRST     CLASS II
 CK2826
 CK2826.The horizontal coordinates were scaled from a topographic map and have
 CK2826.an estimated accuracy of +/- 6 seconds.
 CK2826
 CK2826.The orthometric height was determined by differential leveling
 CK2826.and adjusted by the National Geodetic Survey in June 1991..
 CK2826
 CK2826.The geoid height was determined by GEOID03.
 CK2826
 CK2826.The dynamic height is computed by dividing the NAVD 88
 CK2826.geopotential number by the normal gravity value computed on the
 CK2826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2826.degrees latitude (g = 980.6199 gals.).
 CK2826
 CK2826.The modeled gravity was interpolated from observed gravity values.
 CK2826
 CK2826;                    North         East    Units  Estimated Accuracy
 CK2826;SPC SC       -   119,790.      689,050.      MT  (+/- 180 meters Scaled)
 CK2826
 CK2826                          SUPERSEDED SURVEY CONTROL
 CK2826
 CK2826  NGVD 29 (03/21/89)    4.842  (m)           15.89   (f) ADJUSTED    1 2
 CK2826
 CK2826.Superseded values are not recommended for survey control.
 CK2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2826.See file dsdata.txt to determine how the superseded data were derived.
 CK2826
 CK2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS794416(NAD 83)
 CK2826_MARKER: DD = SURVEY DISK
 CK2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2826_SP_SET: CONCRETE POST
 CK2826_STAMPING: VERT 18 018 1983
 CK2826_MARK LOGO: SCGS  
 CK2826_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2826+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 CK2826
 CK2826  HISTORY     - Date     Condition        Report By
 CK2826  HISTORY     - 1983     MONUMENTED       SCGS
 CK2826  HISTORY     - 19950617 MARK NOT FOUND   USPSQD
 CK2826  HISTORY     - 19960306 MARK NOT FOUND   USPSQD
 CK2826  HISTORY     - 20020806 GOOD             SCGS
 CK2826  HISTORY     - 20030617 GOOD             USPSQD
 CK2826
 CK2826                          STATION DESCRIPTION
 CK2826
 CK2826'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2826'10.9 KM (6.8 MI) SOUTH FROM SUMMERVILLE.
 CK2826'17.7 KILOMETERS (11.0 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2826'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR A 24-INCH OAK
 CK2826'TREE AT THE INTERSECTION OF A GRASSY ROAD, 13.7 METERS (45.0 FEET)
 CK2826'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.9 METERS (26.0 FEET)
 CK2826'NORTH-NORTHWEST OF A 70-INCH BLAZED PINE TREE, 5.2 METERS (17.0 FEET)
 CK2826'SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRASSY ROAD.
 CK2826'THE MARK IS 0.6 METERS  NNW FROM A WITNESS POST.
 CK2826'THE MARK IS 0.6 M ABOVE HIGHWAY 61.
 CK2826
 CK2826                          STATION RECOVERY (1995)
 CK2826
 CK2826'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2826'MARK NOT FOUND.
 CK2826
 CK2826                          STATION RECOVERY (1996)
 CK2826
 CK2826'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2826'MARK NOT FOUND.
 CK2826
 CK2826                          STATION RECOVERY (2002)
 CK2826
 CK2826'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2826'STATION IS LOCATED 5.7 MILES SOUTH SOUTHWEST OF LADSON, 31.1 MILES
 CK2826'SOUTHEAST OF SAINT
 CK2826'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2826'COLUMBIA, SC
 CK2826'29202, PHONE 803-737-1350.
 CK2826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK2826'(COOKS CROSSROAD),
 CK2826'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 61
 CK2826'FOR 3.5
 CK2826'MILES TO THE JUNCTION OF STATE ROAD 780 (ASHLEY RIVER DRIVE), CONTINUE
 CK2826'ON HIGHWAY 61
 CK2826'FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 CK2826'STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND 1.5 FEET ABOVE THE
 CK2826'HIGHWAY,
 CK2826'44.7 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 18.6 FEET SOUTH
 CK2826'SOUTHWEST
 CK2826'OF THE SOUTHEAST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH AN
 CK2826'ASPHALT
 CK2826'APRON FOR AN OVERGROWN WOODS ROAD, 2.2 FEET NORTH OF A WITNESS POST.
 CK2826'RECOVERED BY J.B. SMOAK.
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826' 
 CK2826'
 CK2826
 CK2826                          STATION RECOVERY (2003)
 CK2826
 CK2826'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2827 ***********************************************************************
 CK2827  DESIGNATION -  18 019
 CK2827  PID         -  CK2827
 CK2827  STATE/COUNTY-  SC/DORCHESTER
 CK2827  USGS QUAD   -  STALLSVILLE (1979)
 CK2827
 CK2827                         *CURRENT SURVEY CONTROL
 CK2827  ___________________________________________________________________
 CK2827* NAD 83(1986)-  32 55 08.     (N)    080 09 30.     (W)     SCALED    
 CK2827* NAVD 88     -         9.091  (meters)      29.83   (feet)  ADJUSTED  
 CK2827  ___________________________________________________________________
 CK2827  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 CK2827  DYNAMIC HT  -           9.081 (meters)      29.79  (feet)  COMP
 CK2827  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 CK2827
 CK2827  VERT ORDER  -  FIRST     CLASS II
 CK2827
 CK2827.The horizontal coordinates were scaled from a topographic map and have
 CK2827.an estimated accuracy of +/- 6 seconds.
 CK2827
 CK2827.The orthometric height was determined by differential leveling
 CK2827.and adjusted by the National Geodetic Survey in June 1991..
 CK2827
 CK2827.The geoid height was determined by GEOID03.
 CK2827
 CK2827.The dynamic height is computed by dividing the NAVD 88
 CK2827.geopotential number by the normal gravity value computed on the
 CK2827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2827.degrees latitude (g = 980.6199 gals.).
 CK2827
 CK2827.The modeled gravity was interpolated from observed gravity values.
 CK2827
 CK2827;                    North         East    Units  Estimated Accuracy
 CK2827;SPC SC       -   120,710.      688,320.      MT  (+/- 180 meters Scaled)
 CK2827
 CK2827                          SUPERSEDED SURVEY CONTROL
 CK2827
 CK2827  NGVD 29 (03/21/89)    9.386  (m)           30.79   (f) ADJUSTED    1 2
 CK2827
 CK2827.Superseded values are not recommended for survey control.
 CK2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2827.See file dsdata.txt to determine how the superseded data were derived.
 CK2827
 CK2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS786426(NAD 83)
 CK2827_MARKER: DD = SURVEY DISK
 CK2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2827_SP_SET: CONCRETE POST
 CK2827_STAMPING: VERT 18 019 1983
 CK2827_MARK LOGO: SCGS  
 CK2827_PROJECTION: FLUSH
 CK2827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2827+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 CK2827
 CK2827  HISTORY     - Date     Condition        Report By
 CK2827  HISTORY     - 1983     MONUMENTED       SCGS
 CK2827  HISTORY     - 19950617 GOOD             USPSQD
 CK2827  HISTORY     - 20020806 GOOD             SCGS
 CK2827  HISTORY     - 20030617 GOOD             USPSQD
 CK2827
 CK2827                          STATION DESCRIPTION
 CK2827
 CK2827'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2827'11.7 KM (7.3 MI) SE FROM SUMMERVILLE.
 CK2827'18.8 KILOMETERS (11.7 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2827'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR A POWER POLE IN
 CK2827'THE NORTHEAST ANGLE OF A SAND ROAD WITH TWO LARGE PILLARS, 1.6 METERS
 CK2827'(5.6 FEET) NORTHWEST OF POWER POLE NUMBER 160572 WITH 2 GUY WIRES,
 CK2827'6.4 METERS (21.0 FEET) EAST OF A BLAZED 48-INCH PINE TREE, 9.8 METERS
 CK2827'(32.6 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 CK2827'17.6 METERS (57.9 FEET) NORTHEAST OF THE CENTERLINE OF HIGHWAY 61,
 CK2827'4.6 METERS (15.2 FEET) NORTH OF THE NORTH FACE OF THE MOST NORTHERN
 CK2827'BRICK PILLAR.
 CK2827'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
 CK2827
 CK2827                          STATION RECOVERY (1995)
 CK2827
 CK2827'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2827'RECOVERED IN GOOD CONDITION.
 CK2827
 CK2827                          STATION RECOVERY (2002)
 CK2827
 CK2827'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2827'STATION IS LOCATED 5.4 MILES SOUTH SOUTHWEST OF LADSON, 30.4 MILES
 CK2827'SOUTHEAST OF SAINT
 CK2827'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2827'COLUMBIA, SC
 CK2827'29202, PHONE 803-737-1350.
 CK2827'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK2827'(COOKS CROSSROAD),
 CK2827'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 61
 CK2827'FOR 3.5
 CK2827'MILES TO THE STATION ON THE LEFT NEAR A BRICK ENTRANCE PILLAR IN THE
 CK2827'NORTH
 CK2827'ANGLE OF THE JUNCTION OF STATE ROAD 780 (ASHLEY RIVER DRIVE).
 CK2827'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2827'ROAD,
 CK2827'57.7 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 31.7 FEET NORTHWEST
 CK2827'OF THE
 CK2827'CENTER OF THE ROAD, 16.1 FEET NORTH OF THE NORTH CORNER OF THE BRICK
 CK2827'PILLAR
 CK2827'(MATEEBA ESTATES), 78.3 FEET WEST SOUTHWEST OF THE SOUTHWEST END OF A
 CK2827'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY FOR A BRICK HOUSE
 CK2827'NUMBER 103.
 CK2827'RECOVERED BY J.B. SMOAK.
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827' 
 CK2827'
 CK2827
 CK2827                          STATION RECOVERY (2003)
 CK2827
 CK2827'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2827'DISTANCE TO MARKER IS 59.6 FEET ( NOT 5.6 FEET ).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2831 ***********************************************************************
 CK2831  DESIGNATION -  18 020
 CK2831  PID         -  CK2831
 CK2831  STATE/COUNTY-  SC/DORCHESTER
 CK2831  USGS QUAD   -  STALLSVILLE (1979)
 CK2831
 CK2831                         *CURRENT SURVEY CONTROL
 CK2831  ___________________________________________________________________
 CK2831* NAD 83(1986)-  32 55 45.     (N)    080 10 13.     (W)     SCALED    
 CK2831* NAVD 88     -         8.670  (meters)      28.44   (feet)  ADJUSTED  
 CK2831  ___________________________________________________________________
 CK2831  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 CK2831  DYNAMIC HT  -           8.660 (meters)      28.41  (feet)  COMP
 CK2831  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 CK2831
 CK2831  VERT ORDER  -  FIRST     CLASS II
 CK2831
 CK2831.The horizontal coordinates were scaled from a topographic map and have
 CK2831.an estimated accuracy of +/- 6 seconds.
 CK2831
 CK2831.The orthometric height was determined by differential leveling
 CK2831.and adjusted by the National Geodetic Survey in June 1991..
 CK2831
 CK2831.The geoid height was determined by GEOID03.
 CK2831
 CK2831.The dynamic height is computed by dividing the NAVD 88
 CK2831.geopotential number by the normal gravity value computed on the
 CK2831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2831.degrees latitude (g = 980.6199 gals.).
 CK2831
 CK2831.The modeled gravity was interpolated from observed gravity values.
 CK2831
 CK2831;                    North         East    Units  Estimated Accuracy
 CK2831;SPC SC       -   121,840.      687,190.      MT  (+/- 180 meters Scaled)
 CK2831
 CK2831                          SUPERSEDED SURVEY CONTROL
 CK2831
 CK2831  NGVD 29 (03/21/89)    8.965  (m)           29.41   (f) ADJUSTED    1 2
 CK2831
 CK2831.Superseded values are not recommended for survey control.
 CK2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2831.See file dsdata.txt to determine how the superseded data were derived.
 CK2831
 CK2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS775437(NAD 83)
 CK2831_MARKER: DD = SURVEY DISK
 CK2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2831_SP_SET: CONCRETE POST
 CK2831_STAMPING: VERT 18 020 1983
 CK2831_MARK LOGO: SCGS  
 CK2831_PROJECTION: FLUSH
 CK2831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2831+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 CK2831
 CK2831  HISTORY     - Date     Condition        Report By
 CK2831  HISTORY     - 1983     MONUMENTED       SCGS
 CK2831  HISTORY     - 19950617 MARK NOT FOUND   USPSQD
 CK2831  HISTORY     - 20030108 GOOD             SCGS
 CK2831  HISTORY     - 20030617 MARK NOT FOUND   USPSQD
 CK2831
 CK2831                          STATION DESCRIPTION
 CK2831
 CK2831'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2831'10.6 KM (6.6 MI) SE FROM SUMMERVILLE.
 CK2831'20.4 KILOMETERS (12.7 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2831'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR A DOUBLE TRUNK
 CK2831'24-INCH PINE TREE IN THE NORTHEAST ANGLE OF A WOODS ROAD LEADING
 CK2831'NORTHEAST, 2.3 METERS (7.9 FEET) NORTHWEST OF THE PINE TREE,
 CK2831'5.9 METERS (19.8 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF A WOODS
 CK2831'ROAD, 14.8 METERS (48.8 FEET) EAST-NORTHEAST OF THE CENTERLINE OF
 CK2831'HIGHWAY 61, 5.5 METERS (18.0 FEET) SOUTH-SOUTHEAST OF A 24-INCH BLAZED
 CK2831'OAK TREE USED AS A FENCE POST.
 CK2831'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 CK2831'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
 CK2831
 CK2831                          STATION RECOVERY (1995)
 CK2831
 CK2831'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2831'MARK NOT FOUND.
 CK2831
 CK2831                          STATION RECOVERY (2003)
 CK2831
 CK2831'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2831'STATION IS LOCATED 6.1 MILES SOUTH OF SUMMERVILLE, 29.4 MILES
 CK2831'SOUTHEAST OF SAINT
 CK2831'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2831'COLUMBIA, SC
 CK2831'29202, PHONE 803-737-1350.
 CK2831'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 AND 61,
 CK2831'4.8 MILES SOUTH
 CK2831'OF SUMMERVILLE, GO EAST SOUTHEAST ON HIGHWAY 61 FOR 2.55 MILES TO THE
 CK2831'STATION ON THE
 CK2831'LEFT AT THE WOODS LINE JUST BEYOND A GRAVEL ROAD LEFT (DOGWOOD RIDGE
 CK2831'ROAD).
 CK2831'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 CK2831'THE HIGHWAY, 8.4
 CK2831'FEET NORTHWEST OF A 2.0-FOOT BLAZED PINE TREE WITH A SCGS REFERENCE
 CK2831'WASHER
 CK2831'ATTACHED, 100.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A 1.2-FOOT
 CK2831'CONCRETE PIPE CULVERT
 CK2831'BENEATH THE GRAVEL ROAD, 48.5 FEET NORTHEAST OF THE CENTER OF THE
 CK2831'HIGHWAY, 0.8 FOOT
 CK2831'SOUTH SOUTHWEST OF A WITNESS POST.
 CK2831'NOTE-CONCRETE POST IS CHIPPED BUT STABLE.
 CK2831'RECOVERED BY T. HALL.
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831' 
 CK2831'
 CK2831
 CK2831                          STATION RECOVERY (2003)
 CK2831
 CK2831'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2831'SEARCHED NEAR WOODS PATH WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3066 ***********************************************************************
 CK3066  DESIGNATION -  18 021
 CK3066  PID         -  CK3066
 CK3066  STATE/COUNTY-  SC/DORCHESTER
 CK3066  USGS QUAD   -  OSBORN (1979)
 CK3066
 CK3066                         *CURRENT SURVEY CONTROL
 CK3066  ___________________________________________________________________
 CK3066* NAD 83(1986)-  32 51 37.     (N)    080 17 11.     (W)     SCALED    
 CK3066* NAVD 88     -         8.258  (meters)      27.09   (feet)  ADJUSTED  
 CK3066  ___________________________________________________________________
 CK3066  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 CK3066  DYNAMIC HT  -           8.249 (meters)      27.06  (feet)  COMP
 CK3066  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 CK3066
 CK3066  VERT ORDER  -  FIRST     CLASS II
 CK3066
 CK3066.The horizontal coordinates were scaled from a topographic map and have
 CK3066.an estimated accuracy of +/- 6 seconds.
 CK3066
 CK3066.The orthometric height was determined by differential leveling
 CK3066.and adjusted by the National Geodetic Survey in June 1991..
 CK3066
 CK3066.The geoid height was determined by GEOID03.
 CK3066
 CK3066.The dynamic height is computed by dividing the NAVD 88
 CK3066.geopotential number by the normal gravity value computed on the
 CK3066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3066.degrees latitude (g = 980.6199 gals.).
 CK3066
 CK3066.The modeled gravity was interpolated from observed gravity values.
 CK3066
 CK3066;                    North         East    Units  Estimated Accuracy
 CK3066;SPC SC       -   114,120.      676,390.      MT  (+/- 180 meters Scaled)
 CK3066
 CK3066                          SUPERSEDED SURVEY CONTROL
 CK3066
 CK3066  NGVD 29 (03/21/89)    8.553  (m)           28.06   (f) ADJUSTED    1 2
 CK3066
 CK3066.Superseded values are not recommended for survey control.
 CK3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3066.See file dsdata.txt to determine how the superseded data were derived.
 CK3066
 CK3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS667360(NAD 83)
 CK3066_MARKER: DD = SURVEY DISK
 CK3066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3066_SP_SET: CONCRETE POST
 CK3066_STAMPING: VERT 18 021 1983
 CK3066_MARK LOGO: SCGS  
 CK3066_PROJECTION: PROJECTING 8 CENTIMETERS
 CK3066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3066+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 CK3066
 CK3066  HISTORY     - Date     Condition        Report By
 CK3066  HISTORY     - 1983     MONUMENTED       SCGS
 CK3066  HISTORY     - 19950614 GOOD             USPSQD
 CK3066  HISTORY     - 20020805 GOOD             SCGS
 CK3066  HISTORY     - 20030617 GOOD             USPSQD
 CK3066
 CK3066                          STATION DESCRIPTION
 CK3066
 CK3066'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3066'11.65 KM (7.25 MI) NW FROM RAVENEL.
 CK3066'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3066'RAVENEL POST OFFICE, THENCE 10.4 KILOMETERS (6.45 MILES) NORTHERLY
 CK3066'ALONG STATE HIGHWAY 165, SET NEAR A POWER POLE WITH ONE GUY WIRE,
 CK3066'1.5 METERS (5.0 FEET) NORTH-NORTHEAST OF THE POWER POLE NUMBER 140,
 CK3066'1.2 METERS (4.3 FEET) SOUTHEAST OF THE SOUTHEAST FACE OF A FENCE LINE,
 CK3066'9.5 METERS (31.2 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CK3066'THE MARK IS 1.10 METERS  NE FROM A WITNESS POST.
 CK3066'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 CK3066
 CK3066                          STATION RECOVERY (1995)
 CK3066
 CK3066'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3066'RECOVERED IN GOOD CONDITION.
 CK3066
 CK3066                          STATION RECOVERY (2002)
 CK3066
 CK3066'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3066'STATION IS LOCATED 7.2 MILES NORTH NORTHWEST OF RAVENEL, 28.0 MILES
 CK3066'SOUTHEAST OF SAINT
 CK3066'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK3066'COLUMBIA, SC 29202,
 CK3066'PHONE 803-737-1350.
 CK3066'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK3066'(COOKS CROSSROAD),
 CK3066'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO SOUTH SOUTHWEST ON
 CK3066'HIGHWAY
 CK3066'165 FOR 4.8 MILES TO A GATED SAND ROAD (KRUGER ROAD), CONTINUE ON
 CK3066'HIGHWAY 165
 CK3066'FOR 3.1 MILES TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 CK3066'STATION IS A CONCRETE POST PROJECTING 0.3 FOOT AND 0.5 FOOT ABOVE THE
 CK3066'HIGHWAY, 31.6
 CK3066'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 7.2 FEET NORTH NORTHEAST
 CK3066'OF THE
 CK3066'POWER POLE WITH GUY WIRE, 4.8 FEET SOUTHEAST OF A WIRE FENCE LINE,
 CK3066'68.3 FEET
 CK3066'SOUTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 CK3066'BENEATH A
 CK3066'GATED FIELD ACCESS ROAD LEADING TO A DILAPIDATED BARN, 2.3 FEET
 CK3066'SOUTHWEST OF A
 CK3066'WITNESS POST.
 CK3066'RECOVERED BY J.B. SMOAK.
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066' 
 CK3066'
 CK3066
 CK3066                          STATION RECOVERY (2003)
 CK3066
 CK3066'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3064 ***********************************************************************
 CK3064  DESIGNATION -  18 022
 CK3064  PID         -  CK3064
 CK3064  STATE/COUNTY-  SC/DORCHESTER
 CK3064  USGS QUAD   -  OSBORN (1979)
 CK3064
 CK3064                         *CURRENT SURVEY CONTROL
 CK3064  ___________________________________________________________________
 CK3064* NAD 83(1986)-  32 52 16.     (N)    080 16 23.     (W)     SCALED    
 CK3064* NAVD 88     -         9.071  (meters)      29.76   (feet)  ADJUSTED  
 CK3064  ___________________________________________________________________
 CK3064  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CK3064  DYNAMIC HT  -           9.062 (meters)      29.73  (feet)  COMP
 CK3064  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 CK3064
 CK3064  VERT ORDER  -  FIRST     CLASS II
 CK3064
 CK3064.The horizontal coordinates were scaled from a topographic map and have
 CK3064.an estimated accuracy of +/- 6 seconds.
 CK3064
 CK3064.The orthometric height was determined by differential leveling
 CK3064.and adjusted by the National Geodetic Survey in June 1991..
 CK3064
 CK3064.The geoid height was determined by GEOID03.
 CK3064
 CK3064.The dynamic height is computed by dividing the NAVD 88
 CK3064.geopotential number by the normal gravity value computed on the
 CK3064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3064.degrees latitude (g = 980.6199 gals.).
 CK3064
 CK3064.The modeled gravity was interpolated from observed gravity values.
 CK3064
 CK3064;                    North         East    Units  Estimated Accuracy
 CK3064;SPC SC       -   115,330.      677,630.      MT  (+/- 180 meters Scaled)
 CK3064
 CK3064                          SUPERSEDED SURVEY CONTROL
 CK3064
 CK3064  NGVD 29 (03/21/89)    9.366  (m)           30.73   (f) ADJUSTED    1 2
 CK3064
 CK3064.Superseded values are not recommended for survey control.
 CK3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3064.See file dsdata.txt to determine how the superseded data were derived.
 CK3064
 CK3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS680372(NAD 83)
 CK3064_MARKER: DD = SURVEY DISK
 CK3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3064_SP_SET: CONCRETE POST
 CK3064_STAMPING: VERT 18 022 1983
 CK3064_MARK LOGO: SCGS  
 CK3064_PROJECTION: RECESSED 5 CENTIMETERS
 CK3064_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3064+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 CK3064
 CK3064  HISTORY     - Date     Condition        Report By
 CK3064  HISTORY     - 1983     MONUMENTED       SCGS
 CK3064  HISTORY     - 19950614 GOOD             USPSQD
 CK3064  HISTORY     - 20020805 GOOD             SCGS
 CK3064  HISTORY     - 20030617 GOOD             USPSQD
 CK3064
 CK3064                          STATION DESCRIPTION
 CK3064
 CK3064'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3064'13.45 KM (8.35 MI) NW FROM RAVENEL.
 CK3064'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3064'RAVENEL POST OFFICE, THENCE 12.15 KILOMETERS (7.55 MILES) NORTHERLY
 CK3064'ALONG STATE HIGHWAY 165, SET NEAR A POWER POLE LOCATED NEAR A
 CK3064'MICROWAVE TOWER, 2.4 METERS (8.0 FEET) NORTH-NORTHWEST OF THE POWER
 CK3064'POLE WITH METER ATTACHED, 11.0 METERS (36.0 FEET) WEST-SOUTHWEST OF
 CK3064'THE SOUTHWEST CORNER OF A ONE STORY CINDER BLOCK BUILDING, 7.1 METERS
 CK3064'(23.5 FEET) EAST-NORTHEAST OF A SIXTY-INCH PINE TREE, 24.7 METERS
 CK3064'(81.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CK3064'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 CK3064
 CK3064                          STATION RECOVERY (1995)
 CK3064
 CK3064'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3064'RECOVERED IN GOOD CONDITION.
 CK3064
 CK3064                          STATION RECOVERY (2002)
 CK3064
 CK3064'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3064'STATION IS LOCATED 7.7 MILES NORTH OF RAVENEL, 27.8 MILES SOUTHEAST OF
 CK3064'SAINT GEORGE.
 CK3064'OWNERSHIP--AMERICAN TOWER, 796 JOHNNIE DODDS BOULEVARD, MOUNT
 CK3064'PLEASANT, SC 29464,
 CK3064'PHONE 843-971-8385, SITE NUMBER 088702.
 CK3064'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK3064'(COOKS CROSSROAD),
 CK3064'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO SOUTH SOUTHWEST ON
 CK3064'HIGHWAY
 CK3064'165 FOR 4.8 MILES TO A GATED SAND ROAD (KRUGER ROAD), CONTINUE ON
 CK3064'HIGHWAY 165
 CK3064'FOR 2.0 MILES TO THE STATION ON THE LEFT NEAR A POWER POLE AT THE BASE
 CK3064'OF A
 CK3064'MICROWAVE TOWER.
 CK3064'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE
 CK3064'HIGHWAY, 80.2
 CK3064'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 6.9 FEET NORTH NORTHWEST
 CK3064'OF
 CK3064'THE POWER POLE WITH METER, 34.9 FEET WEST OF THE WEST CORNER OF A
 CK3064'CONCRETE
 CK3064'BLOCK BUILDING, 90.4 FEET SOUTHWEST OF A SECURITY LIGHT POLE, 59.7
 CK3064'FEET EAST OF BENCH MARK
 CK3064'TT 6 TWC, 4.6 FEET NORTHEAST OF A WITNESS POST.
 CK3064'RECOVERED BY J.B. SMOAK.
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064' 
 CK3064'
 CK3064
 CK3064                          STATION RECOVERY (2003)
 CK3064
 CK3064'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3063 ***********************************************************************
 CK3063  DESIGNATION -  18 023
 CK3063  PID         -  CK3063
 CK3063  STATE/COUNTY-  SC/DORCHESTER
 CK3063  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK3063
 CK3063                         *CURRENT SURVEY CONTROL
 CK3063  ___________________________________________________________________
 CK3063* NAD 83(1986)-  32 53 07.     (N)    080 15 56.     (W)     SCALED    
 CK3063* NAVD 88     -         8.385  (meters)      27.51   (feet)  ADJUSTED  
 CK3063  ___________________________________________________________________
 CK3063  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CK3063  DYNAMIC HT  -           8.376 (meters)      27.48  (feet)  COMP
 CK3063  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 CK3063
 CK3063  VERT ORDER  -  FIRST     CLASS II
 CK3063
 CK3063.The horizontal coordinates were scaled from a topographic map and have
 CK3063.an estimated accuracy of +/- 6 seconds.
 CK3063
 CK3063.The orthometric height was determined by differential leveling
 CK3063.and adjusted by the National Geodetic Survey in June 1991..
 CK3063
 CK3063.The geoid height was determined by GEOID03.
 CK3063
 CK3063.The dynamic height is computed by dividing the NAVD 88
 CK3063.geopotential number by the normal gravity value computed on the
 CK3063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3063.degrees latitude (g = 980.6199 gals.).
 CK3063
 CK3063.The modeled gravity was interpolated from observed gravity values.
 CK3063
 CK3063;                    North         East    Units  Estimated Accuracy
 CK3063;SPC SC       -   116,910.      678,320.      MT  (+/- 180 meters Scaled)
 CK3063
 CK3063                          SUPERSEDED SURVEY CONTROL
 CK3063
 CK3063  NGVD 29 (03/21/89)    8.680  (m)           28.48   (f) ADJUSTED    1 2
 CK3063
 CK3063.Superseded values are not recommended for survey control.
 CK3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3063.See file dsdata.txt to determine how the superseded data were derived.
 CK3063
 CK3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS686388(NAD 83)
 CK3063_MARKER: DB = BENCH MARK DISK
 CK3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3063_SP_SET: CONCRETE POST
 CK3063_STAMPING: VERT 18 023 1983
 CK3063_MARK LOGO: SCGS  
 CK3063_PROJECTION: PROJECTING 7 CENTIMETERS
 CK3063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3063
 CK3063  HISTORY     - Date     Condition        Report By
 CK3063  HISTORY     - 1983     MONUMENTED       SCGS
 CK3063  HISTORY     - 20020805 MARK NOT FOUND   SCGS
 CK3063  HISTORY     - 20030617 MARK NOT FOUND   USPSQD
 CK3063
 CK3063                          STATION DESCRIPTION
 CK3063
 CK3063'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3063'15.1 KM (9.4 MI) NW FROM RAVENEL.
 CK3063'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3063'RAVENEL POST OFFICE, THENCE 13.8 KM (8.6 MILES) NORTHERLY ALONG STATE
 CK3063'HIGHWAY 165, SET NEAR A 12-INCH BLAZED PINE TREE, 2.2 METERS (7.5
 CK3063'FEET) SOUTH-SOUTHWEST OF THE PINE TREE, 4.3 METERS (14.0 FEET)
 CK3063'EAST-SOUTHEAST OF A DITCH RUNNING PARALLEL WITH STATE HIGHWAY 165,
 CK3063'9.6 METERS (31.5 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF STATE
 CK3063'HIGHWAY 165.
 CK3063'THE MARK IS 0.7 METERS  NNE FROM A WITNESS POST.
 CK3063'THE MARK IS ABOVE LEVEL WITH HIGHWAY 165.
 CK3063
 CK3063                          STATION RECOVERY (2002)
 CK3063
 CK3063'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3063'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, MEASUREMENTS
 CK3063'INADEQUATE,
 CK3063'STATION NOT FOUND. RECOVERY BY J.B. SMOAK.
 CK3063' 
 CK3063' 
 CK3063' 
 CK3063' 
 CK3063' 
 CK3063' 
 CK3063' 
 CK3063' 
 CK3063' 
 CK3063' 
 CK3063' 
 CK3063'
 CK3063
 CK3063                          STATION RECOVERY (2003)
 CK3063
 CK3063'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3063'SEARCHEDE SIDE OF SC 165 WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3062 ***********************************************************************
 CK3062  DESIGNATION -  18 024
 CK3062  PID         -  CK3062
 CK3062  STATE/COUNTY-  SC/DORCHESTER
 CK3062  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK3062
 CK3062                         *CURRENT SURVEY CONTROL
 CK3062  ___________________________________________________________________
 CK3062* NAD 83(1986)-  32 53 55.     (N)    080 15 41.     (W)     SCALED    
 CK3062* NAVD 88     -         4.445  (meters)      14.58   (feet)  ADJUSTED  
 CK3062  ___________________________________________________________________
 CK3062  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CK3062  DYNAMIC HT  -           4.441 (meters)      14.57  (feet)  COMP
 CK3062  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 CK3062
 CK3062  VERT ORDER  -  FIRST     CLASS II
 CK3062
 CK3062.The horizontal coordinates were scaled from a topographic map and have
 CK3062.an estimated accuracy of +/- 6 seconds.
 CK3062
 CK3062.The orthometric height was determined by differential leveling
 CK3062.and adjusted by the National Geodetic Survey in June 1991..
 CK3062
 CK3062.The geoid height was determined by GEOID03.
 CK3062
 CK3062.The dynamic height is computed by dividing the NAVD 88
 CK3062.geopotential number by the normal gravity value computed on the
 CK3062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3062.degrees latitude (g = 980.6199 gals.).
 CK3062
 CK3062.The modeled gravity was interpolated from observed gravity values.
 CK3062
 CK3062;                    North         East    Units  Estimated Accuracy
 CK3062;SPC SC       -   118,390.      678,700.      MT  (+/- 180 meters Scaled)
 CK3062
 CK3062                          SUPERSEDED SURVEY CONTROL
 CK3062
 CK3062  NGVD 29 (03/21/89)    4.740  (m)           15.55   (f) ADJUSTED    1 2
 CK3062
 CK3062.Superseded values are not recommended for survey control.
 CK3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3062.See file dsdata.txt to determine how the superseded data were derived.
 CK3062
 CK3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS690402(NAD 83)
 CK3062_MARKER: DD = SURVEY DISK
 CK3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3062_SP_SET: CONCRETE POST
 CK3062_STAMPING: VERT 18 024 1983
 CK3062_MARK LOGO: SCGS  
 CK3062_PROJECTION: FLUSH
 CK3062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3062+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 CK3062
 CK3062  HISTORY     - Date     Condition        Report By
 CK3062  HISTORY     - 1983     MONUMENTED       SCGS
 CK3062  HISTORY     - 19950614 MARK NOT FOUND   USPSQD
 CK3062  HISTORY     - 20020805 GOOD             SCGS
 CK3062  HISTORY     - 20030617 GOOD             USPSQD
 CK3062
 CK3062                          STATION DESCRIPTION
 CK3062
 CK3062'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3062'16.65 KM (10.35 MI) NW FROM RAVENEL.
 CK3062'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3062'RAVENEL POST OFFICE, THENCE 15.35 KILOMETERS (9.55 MILES) NORTHERLY
 CK3062'ALONG STATE HIGHWAY 165, SET NEAR A STEEL GATE AT THE INTERSECTION OF
 CK3062'A SAND ROAD, 2.3 METERS (7.7 FEET) NORTH OF A 48-INCH OAK TREE,
 CK3062'15.8 METERS (52.0 FEET) EAST OF THE APPROXIMATE CENTER OF THE GATE,
 CK3062'16.2 METERS (53.5 FEET) WEST-NORTHWEST OF THE CENTERLINE OF STATE
 CK3062'HIGHWAY 165, 10.0 METERS (33.0 FEET) NORTHEAST OF THE APPROXIMATE
 CK3062'CENTER OF THE SAND ROAD.
 CK3062'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 CK3062'THE MARK IS 0.3 M BELOW HIGHWAY 165.
 CK3062
 CK3062                          STATION RECOVERY (1995)
 CK3062
 CK3062'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3062'MARK NOT FOUND.
 CK3062
 CK3062                          STATION RECOVERY (2002)
 CK3062
 CK3062'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3062'STATION IS LOCATED 9.4 MILES NORTH OF RAVENEL, 26.9 MILES SOUTHEAST OF
 CK3062'SAINT GEORGE.
 CK3062'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK3062'SC 29202,
 CK3062'PHONE 803-737-1350.
 CK3062'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK3062'(COOKS CROSSROAD),
 CK3062'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO SOUTH SOUTHWEST ON
 CK3062'HIGHWAY
 CK3062'165 FOR 4.8 MILES TO THE STATION ON THE RIGHT IN THE NORTH ANGLE OF A
 CK3062'GATED SAND ROAD
 CK3062'(KRUGER ROAD).
 CK3062'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW
 CK3062'THE
 CK3062'HIGHWAY, 55.5 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 30.2 FEET
 CK3062'NORTHEAST OF THE CENTER OF KRUGER ROAD, 54.2 FEET EAST OF THE
 CK3062'NORTHEAST
 CK3062'ONE OF TWO METAL GATE POSTS, 2.5 FEET SOUTHWEST OF A WITNESS POST.
 CK3062'RECOVERED BY J.B. SMOAK.
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062' 
 CK3062'
 CK3062
 CK3062                          STATION RECOVERY (2003)
 CK3062
 CK3062'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3061 ***********************************************************************
 CK3061  DESIGNATION -  18 025
 CK3061  PID         -  CK3061
 CK3061  STATE/COUNTY-  SC/DORCHESTER
 CK3061  USGS QUAD   -  STALLSVILLE (1979)
 CK3061
 CK3061                         *CURRENT SURVEY CONTROL
 CK3061  ___________________________________________________________________
 CK3061* NAD 83(1986)-  32 54 32.     (N)    080 14 57.     (W)     SCALED    
 CK3061* NAVD 88     -         4.219  (meters)      13.84   (feet)  ADJUSTED  
 CK3061  ___________________________________________________________________
 CK3061  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 CK3061  DYNAMIC HT  -           4.215 (meters)      13.83  (feet)  COMP
 CK3061  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 CK3061
 CK3061  VERT ORDER  -  FIRST     CLASS II
 CK3061
 CK3061.The horizontal coordinates were scaled from a topographic map and have
 CK3061.an estimated accuracy of +/- 6 seconds.
 CK3061
 CK3061.The orthometric height was determined by differential leveling
 CK3061.and adjusted by the National Geodetic Survey in June 1991..
 CK3061
 CK3061.The geoid height was determined by GEOID03.
 CK3061
 CK3061.The dynamic height is computed by dividing the NAVD 88
 CK3061.geopotential number by the normal gravity value computed on the
 CK3061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3061.degrees latitude (g = 980.6199 gals.).
 CK3061
 CK3061.The modeled gravity was interpolated from observed gravity values.
 CK3061
 CK3061;                    North         East    Units  Estimated Accuracy
 CK3061;SPC SC       -   119,530.      679,830.      MT  (+/- 180 meters Scaled)
 CK3061
 CK3061                          SUPERSEDED SURVEY CONTROL
 CK3061
 CK3061  NGVD 29 (03/21/89)    4.514  (m)           14.81   (f) ADJUSTED    1 2
 CK3061
 CK3061.Superseded values are not recommended for survey control.
 CK3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3061.See file dsdata.txt to determine how the superseded data were derived.
 CK3061
 CK3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS702414(NAD 83)
 CK3061_MARKER: DB = BENCH MARK DISK
 CK3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3061_SP_SET: CONCRETE POST
 CK3061_STAMPING: VERT 18 025 1983
 CK3061_MARK LOGO: SCGS  
 CK3061_PROJECTION: PROJECTING 7 CENTIMETERS
 CK3061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3061
 CK3061  HISTORY     - Date     Condition        Report By
 CK3061  HISTORY     - 1983     MONUMENTED       SCGS
 CK3061  HISTORY     - 19950614 MARK NOT FOUND   USPSQD
 CK3061  HISTORY     - 20020805 MARK NOT FOUND   SCGS
 CK3061  HISTORY     - 20030617 MARK NOT FOUND   USPSQD
 CK3061
 CK3061                          STATION DESCRIPTION
 CK3061
 CK3061'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3061'18.25 KM (11.35 MI) NW FROM RAVENEL.
 CK3061'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3061'RAVENEL POST OFFICE, THENCE 16.95 KILOMETERS (10.55 MILES) NORTHERLY
 CK3061'ALONG STATE HIGHWAY 165, SET NEAR TWO 80-INCH WATER OAK TREES,
 CK3061'3.0 METERS (10.0 FEET) SOUTHWEST OF THE MOST NORTHERN OAK TREE WITH
 CK3061'WITNESS SIGN ATTACHED, 3.0 METERS (10.0 FEET) NORTHEAST OF THE MOST
 CK3061'SOUTHERN TWIN TRUNK OAK TREE, 13.6 METERS (44.6 FEET) SOUTH-SOUTHEAST
 CK3061'OF THE CENTERLINE OF THE HIGHWAY.
 CK3061'THE MARK IS 0.3 M ABOVE HIGHWAY 165.
 CK3061
 CK3061                          STATION RECOVERY (1995)
 CK3061
 CK3061'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3061'MARK NOT FOUND.
 CK3061
 CK3061                          STATION RECOVERY (2002)
 CK3061
 CK3061'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3061'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, MEASUREMENTS
 CK3061'INADEQUATE,
 CK3061'STATION NOT FOUND. RECOVERY BY J.B. SMOAK.
 CK3061' 
 CK3061' 
 CK3061' 
 CK3061' 
 CK3061' 
 CK3061' 
 CK3061' 
 CK3061' 
 CK3061' 
 CK3061' 
 CK3061' 
 CK3061' 
 CK3061'
 CK3061
 CK3061                          STATION RECOVERY (2003)
 CK3061
 CK3061'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3061'NO SIGN OF LARGE OAK TREES WITH WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3059 ***********************************************************************
 CK3059  DESIGNATION -  18 026
 CK3059  PID         -  CK3059
 CK3059  STATE/COUNTY-  SC/DORCHESTER
 CK3059  USGS QUAD   -  STALLSVILLE (1979)
 CK3059
 CK3059                         *CURRENT SURVEY CONTROL
 CK3059  ___________________________________________________________________
 CK3059* NAD 83(1986)-  32 55 07.     (N)    080 14 12.     (W)     SCALED    
 CK3059* NAVD 88     -         4.850  (meters)      15.91   (feet)  ADJUSTED  
 CK3059  ___________________________________________________________________
 CK3059  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 CK3059  DYNAMIC HT  -           4.845 (meters)      15.90  (feet)  COMP
 CK3059  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 CK3059
 CK3059  VERT ORDER  -  FIRST     CLASS II
 CK3059
 CK3059.The horizontal coordinates were scaled from a topographic map and have
 CK3059.an estimated accuracy of +/- 6 seconds.
 CK3059
 CK3059.The orthometric height was determined by differential leveling
 CK3059.and adjusted by the National Geodetic Survey in June 1991..
 CK3059
 CK3059.The geoid height was determined by GEOID03.
 CK3059
 CK3059.The dynamic height is computed by dividing the NAVD 88
 CK3059.geopotential number by the normal gravity value computed on the
 CK3059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3059.degrees latitude (g = 980.6199 gals.).
 CK3059
 CK3059.The modeled gravity was interpolated from observed gravity values.
 CK3059
 CK3059;                    North         East    Units  Estimated Accuracy
 CK3059;SPC SC       -   120,620.      680,990.      MT  (+/- 180 meters Scaled)
 CK3059
 CK3059                          SUPERSEDED SURVEY CONTROL
 CK3059
 CK3059  NGVD 29 (03/21/89)    5.145  (m)           16.88   (f) ADJUSTED    1 2
 CK3059
 CK3059.Superseded values are not recommended for survey control.
 CK3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3059.See file dsdata.txt to determine how the superseded data were derived.
 CK3059
 CK3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS713425(NAD 83)
 CK3059_MARKER: DD = SURVEY DISK
 CK3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3059_SP_SET: CONCRETE POST
 CK3059_STAMPING: VERT 18 026 1983
 CK3059_MARK LOGO: SCGS  
 CK3059_PROJECTION: PROJECTING 13 CENTIMETERS
 CK3059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3059+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002
 CK3059
 CK3059  HISTORY     - Date     Condition        Report By
 CK3059  HISTORY     - 1983     MONUMENTED       SCGS
 CK3059  HISTORY     - 19950617 GOOD             USPSQD
 CK3059  HISTORY     - 20020805 GOOD             SCGS
 CK3059  HISTORY     - 20030617 MARK NOT FOUND   USPSQD
 CK3059
 CK3059                          STATION DESCRIPTION
 CK3059
 CK3059'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3059'12.9 KM (8.0 MI) SW FROM SUMMERVILLE.
 CK3059'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3059'RAVENEL POST OFFICE, THENCE 18.6 KILOMETERS (11.55 MILE) NORTHERLY
 CK3059'ALONG STATE HIGHWAY 165, SET NEAR A 48-INCH BLAZED OAK TREE,
 CK3059'3.2 METERS (10.7 FEET) WEST-SOUTHWEST OF THE OAK TREE, 14.2 METERS
 CK3059'(46.5 FEET) NORTHEAST OF THE MOST NORTHERN OF TWO WATER OAK TREES AT
 CK3059'THE TIMBER LINE, 13.3 METERS (43.5 FEET) NORTH-NORTHWEST OF THE
 CK3059'CENTERLINE OF THE HIGHWAY.
 CK3059'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 CK3059'THE MARK IS 0.3 M BELOW HIGHWAY 165.
 CK3059
 CK3059                          STATION RECOVERY (1995)
 CK3059
 CK3059'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3059'RECOVERED IN GOOD CONDITION.
 CK3059
 CK3059                          STATION RECOVERY (2002)
 CK3059
 CK3059'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3059'STATION IS LOCATED 7.7 MILES SOUTH SOUTHWEST OF SUMMERVILLE, 26.9
 CK3059'MILES SOUTHEAST OF
 CK3059'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3059'191, COLUMBIA, SC
 CK3059'29202, PHONE 803-737-1350.
 CK3059'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK3059'(COOKS CROSSROAD),
 CK3059'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO SOUTH SOUTHWEST ON
 CK3059'HIGHWAY
 CK3059'165 FOR 2.75 MILES TO THE STATION ON THE RIGHT.
 CK3059'STATION IS A CONCRETE POST PROJECTING 0.4 FOOT AND LEVEL WITH THE
 CK3059'HIGHWAY, 43.3
 CK3059'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 10.7 FEET WEST SOUTHWEST
 CK3059'OF A
 CK3059'1.5-FOOT BLAZED PINE TREE, 2.3 FEET SOUTHEAST OF A WITNESS POST.
 CK3059'RECOVERED BY J.B. SMOAK.
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059' 
 CK3059'
 CK3059
 CK3059                          STATION RECOVERY (2003)
 CK3059
 CK3059'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3059'SEARCHED W SIDE OF SC 165 WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3055 ***********************************************************************
 CK3055  DESIGNATION -  18 027
 CK3055  PID         -  CK3055
 CK3055  STATE/COUNTY-  SC/DORCHESTER
 CK3055  USGS QUAD   -  STALLSVILLE (1979)
 CK3055
 CK3055                         *CURRENT SURVEY CONTROL
 CK3055  ___________________________________________________________________
 CK3055* NAD 83(1986)-  32 55 47.     (N)    080 13 30.     (W)     SCALED    
 CK3055* NAVD 88     -         3.884  (meters)      12.74   (feet)  ADJUSTED  
 CK3055  ___________________________________________________________________
 CK3055  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CK3055  DYNAMIC HT  -           3.880 (meters)      12.73  (feet)  COMP
 CK3055  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 CK3055
 CK3055  VERT ORDER  -  FIRST     CLASS II
 CK3055
 CK3055.The horizontal coordinates were scaled from a topographic map and have
 CK3055.an estimated accuracy of +/- 6 seconds.
 CK3055
 CK3055.The orthometric height was determined by differential leveling
 CK3055.and adjusted by the National Geodetic Survey in June 1991..
 CK3055
 CK3055.The geoid height was determined by GEOID03.
 CK3055
 CK3055.The dynamic height is computed by dividing the NAVD 88
 CK3055.geopotential number by the normal gravity value computed on the
 CK3055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3055.degrees latitude (g = 980.6199 gals.).
 CK3055
 CK3055.The modeled gravity was interpolated from observed gravity values.
 CK3055
 CK3055;                    North         East    Units  Estimated Accuracy
 CK3055;SPC SC       -   121,860.      682,070.      MT  (+/- 180 meters Scaled)
 CK3055
 CK3055                          SUPERSEDED SURVEY CONTROL
 CK3055
 CK3055  NGVD 29 (03/21/89)    4.178  (m)           13.71   (f) ADJUSTED    1 2
 CK3055
 CK3055.Superseded values are not recommended for survey control.
 CK3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3055.See file dsdata.txt to determine how the superseded data were derived.
 CK3055
 CK3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS724437(NAD 83)
 CK3055_MARKER: DD = SURVEY DISK
 CK3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3055_SP_SET: CONCRETE POST
 CK3055_STAMPING: VERT 18 027 1983
 CK3055_MARK LOGO: SCGS  
 CK3055_PROJECTION: PROJECTING 23 CENTIMETERS
 CK3055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3055+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 CK3055
 CK3055  HISTORY     - Date     Condition        Report By
 CK3055  HISTORY     - 1983     MONUMENTED       SCGS
 CK3055  HISTORY     - 19950617 MARK NOT FOUND   USPSQD
 CK3055  HISTORY     - 20020805 GOOD             SCGS
 CK3055  HISTORY     - 20030617 GOOD             USPSQD
 CK3055
 CK3055                          STATION DESCRIPTION
 CK3055
 CK3055'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3055'11.3 KM (7.0 MI) SW FROM SUMMERVILLE.
 CK3055'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3055'RAVENEL POST OFFICE, THENCE 20.2 KILOMETERS (12.55 MILES) NORTHERLY
 CK3055'ALONG STATE HIGHWAY 165, SET NEAR A 48-INCH BLAZED PINE TREE,
 CK3055'12.5 METERS (41.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CK3055'2.8 METERS (9.5 FEET) NORTH-NORTHEAST OF THE 48-INCH BLAZED PINE TREE,
 CK3055'3.5 METERS (11.9 FEET) SOUTH-SOUTHWEST OF A 24-INCH BLAZED OAK TREE.
 CK3055'THE MARK IS 0.6 M BELOW HIGHWAY 165.
 CK3055
 CK3055                          STATION RECOVERY (1995)
 CK3055
 CK3055'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3055'MARK NOT FOUND.
 CK3055
 CK3055                          STATION RECOVERY (2002)
 CK3055
 CK3055'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3055'STATION IS LOCATED 6.7 MILES SOUTH SOUTHWEST OF SUMMERVILLE, 26.9
 CK3055'MILES SOUTHEAST OF
 CK3055'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3055'191, COLUMBIA, SC
 CK3055'29202, PHONE 803-737-1350.
 CK3055'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK3055'(COOKS CROSSROAD),
 CK3055'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO SOUTH SOUTHWEST ON
 CK3055'HIGHWAY
 CK3055'165 FOR 1.75 MILES TO THE STATION ON THE RIGHT.
 CK3055'STATION IS A CONCRETE POST PROJECTING 0.8 FOOT AND 0.5 FOOT BELOW THE
 CK3055'HIGHWAY, 39.4 FEET
 CK3055'NORTHWEST OF THE CENTER OF THE HIGHWAY, 28.0 FEET WEST OF A 3.0-FOOT
 CK3055'PINE TREE, 1.2 FEET
 CK3055'SOUTHEAST OF A WITNESS POST.
 CK3055'RECOVERED BY J.B. SMOAK.
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055' 
 CK3055'
 CK3055
 CK3055                          STATION RECOVERY (2003)
 CK3055
 CK3055'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3054 ***********************************************************************
 CK3054  DESIGNATION -  18 028
 CK3054  PID         -  CK3054
 CK3054  STATE/COUNTY-  SC/DORCHESTER
 CK3054  USGS QUAD   -  STALLSVILLE (1979)
 CK3054
 CK3054                         *CURRENT SURVEY CONTROL
 CK3054  ___________________________________________________________________
 CK3054* NAD 83(1986)-  32 56 25.     (N)    080 12 38.     (W)     SCALED    
 CK3054* NAVD 88     -         9.223  (meters)      30.26   (feet)  ADJUSTED  
 CK3054  ___________________________________________________________________
 CK3054  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 CK3054  DYNAMIC HT  -           9.213 (meters)      30.23  (feet)  COMP
 CK3054  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 CK3054
 CK3054  VERT ORDER  -  FIRST     CLASS II
 CK3054
 CK3054.The horizontal coordinates were scaled from a topographic map and have
 CK3054.an estimated accuracy of +/- 6 seconds.
 CK3054
 CK3054.The orthometric height was determined by differential leveling
 CK3054.and adjusted by the National Geodetic Survey in June 1991..
 CK3054
 CK3054.The geoid height was determined by GEOID03.
 CK3054
 CK3054.The dynamic height is computed by dividing the NAVD 88
 CK3054.geopotential number by the normal gravity value computed on the
 CK3054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3054.degrees latitude (g = 980.6199 gals.).
 CK3054
 CK3054.The modeled gravity was interpolated from observed gravity values.
 CK3054
 CK3054;                    North         East    Units  Estimated Accuracy
 CK3054;SPC SC       -   123,040.      683,420.      MT  (+/- 180 meters Scaled)
 CK3054
 CK3054                          SUPERSEDED SURVEY CONTROL
 CK3054
 CK3054  NGVD 29 (03/21/89)    9.517  (m)           31.22   (f) ADJUSTED    1 2
 CK3054
 CK3054.Superseded values are not recommended for survey control.
 CK3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3054.See file dsdata.txt to determine how the superseded data were derived.
 CK3054
 CK3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS737449(NAD 83)
 CK3054_MARKER: DB = BENCH MARK DISK
 CK3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3054_SP_SET: CONCRETE POST
 CK3054_STAMPING: VERT 18 028 1983
 CK3054_MARK LOGO: SCGS  
 CK3054_PROJECTION: PROJECTING 7 CENTIMETERS
 CK3054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3054
 CK3054  HISTORY     - Date     Condition        Report By
 CK3054  HISTORY     - 1983     MONUMENTED       SCGS
 CK3054  HISTORY     - 19950617 MARK NOT FOUND   USPSQD
 CK3054  HISTORY     - 20020805 MARK NOT FOUND   SCGS
 CK3054  HISTORY     - 20030620 MARK NOT FOUND   USPSQD
 CK3054
 CK3054                          STATION DESCRIPTION
 CK3054
 CK3054'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3054'9.6 KM (6.0 MI) SW FROM SUMMERVILLE.
 CK3054'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3054'RAVENEL POST OFFICE, THENCE 21.95 KILOMETERS (13.65 MILES) NORTHERLY
 CK3054'ALONG STATE HIGHWAY 165, SET NEAR A 24-INCH BLAZED PINE TREE,
 CK3054'3.2 METERS (10.6 FEET) WEST-NORTHWEST OF THE PINE TREE, 8.6 METERS
 CK3054'(28.4 FEET) NORTHEAST OF A 20-INCH PINE TREE WITH BLAZE, 10.8 METERS
 CK3054'(35.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CK3054'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 CK3054'THE MARK IS 0.6 M ABOVE HIGHWAY 165.
 CK3054
 CK3054                          STATION RECOVERY (1995)
 CK3054
 CK3054'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3054'MARK NOT FOUND.
 CK3054
 CK3054                          STATION RECOVERY (2002)
 CK3054
 CK3054'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3054'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, AREA HAS BEEN CUT
 CK3054'AND REPLANTED,
 CK3054'PRESUMED DESTROYED.
 CK3054'RECOVERY BY J.B. SMOAK.
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054' 
 CK3054'
 CK3054
 CK3054                          STATION RECOVERY (2003)
 CK3054
 CK3054'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3054'SEARCHED E SIDE OF SC 165 WITH MICRONTA 4001.  NO WP HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2834 ***********************************************************************
 CK2834  DESIGNATION -  18 029
 CK2834  PID         -  CK2834
 CK2834  STATE/COUNTY-  SC/DORCHESTER
 CK2834  USGS QUAD   -  STALLSVILLE (1979)
 CK2834
 CK2834                         *CURRENT SURVEY CONTROL
 CK2834  ___________________________________________________________________
 CK2834* NAD 83(1986)-  32 56 31.     (N)    080 11 18.     (W)     SCALED    
 CK2834* NAVD 88     -         7.991  (meters)      26.22   (feet)  ADJUSTED  
 CK2834  ___________________________________________________________________
 CK2834  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CK2834  DYNAMIC HT  -           7.983 (meters)      26.19  (feet)  COMP
 CK2834  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 CK2834
 CK2834  VERT ORDER  -  FIRST     CLASS II
 CK2834
 CK2834.The horizontal coordinates were scaled from a topographic map and have
 CK2834.an estimated accuracy of +/- 6 seconds.
 CK2834
 CK2834.The orthometric height was determined by differential leveling
 CK2834.and adjusted by the National Geodetic Survey in June 1991..
 CK2834
 CK2834.The geoid height was determined by GEOID03.
 CK2834
 CK2834.The dynamic height is computed by dividing the NAVD 88
 CK2834.geopotential number by the normal gravity value computed on the
 CK2834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2834.degrees latitude (g = 980.6199 gals.).
 CK2834
 CK2834.The modeled gravity was interpolated from observed gravity values.
 CK2834
 CK2834;                    North         East    Units  Estimated Accuracy
 CK2834;SPC SC       -   123,240.      685,490.      MT  (+/- 180 meters Scaled)
 CK2834
 CK2834                          SUPERSEDED SURVEY CONTROL
 CK2834
 CK2834  NGVD 29 (03/21/89)    8.286  (m)           27.18   (f) ADJUSTED    1 2
 CK2834
 CK2834.Superseded values are not recommended for survey control.
 CK2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2834.See file dsdata.txt to determine how the superseded data were derived.
 CK2834
 CK2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS758451(NAD 83)
 CK2834_MARKER: DB = BENCH MARK DISK
 CK2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2834_SP_SET: CONCRETE POST
 CK2834_STAMPING: VERT 18 029 1983
 CK2834_MARK LOGO: SCGS  
 CK2834_PROJECTION: RECESSED 7 CENTIMETERS
 CK2834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2834
 CK2834  HISTORY     - Date     Condition        Report By
 CK2834  HISTORY     - 1983     MONUMENTED       SCGS
 CK2834  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 CK2834  HISTORY     - 20020805 MARK NOT FOUND   SCGS
 CK2834  HISTORY     - 20030620 MARK NOT FOUND   USPSQD
 CK2834
 CK2834                          STATION DESCRIPTION
 CK2834
 CK2834'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2834'8.7 KM (5.4 MI) SSW FROM SUMMERVILLE.
 CK2834'22.1 KILOMETERS (13.75 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM
 CK2834'THE JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET AT THE CORNER OF
 CK2834'A GARDEN NEAR A ONE-STORY WOODEN HOUSE, 47.3 METERS (155.5 FEET)
 CK2834'EAST-SOUTHEAST OF A POWER POLE NUMBER 81959, 24.4 METERS (80.1 FEET)
 CK2834'WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 13.8 METERS (45.3 FEET)
 CK2834'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CK2834'THE MARK IS 0.6 M ABOVE HIGHWAY.
 CK2834
 CK2834                          STATION RECOVERY (1995)
 CK2834
 CK2834'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2834'MARK NOT FOUND.
 CK2834
 CK2834                          STATION RECOVERY (2002)
 CK2834
 CK2834'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2834'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, PULLED TAPE FROM
 CK2834'AVAILABLE
 CK2834'MEASUREMENTS, STATION NOT FOUND.
 CK2834'RECOVERY BY J.B. SMOAK.
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834' 
 CK2834'
 CK2834
 CK2834                          STATION RECOVERY (2003)
 CK2834
 CK2834'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2834'SEARCHED ALONG CHAIN LINK FENCE IN FRONT OF HOUSE WITH MICRONTA 4001.
 CK2834'NO WP HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2841 ***********************************************************************
 CK2841  DESIGNATION -  18 030
 CK2841  PID         -  CK2841
 CK2841  STATE/COUNTY-  SC/DORCHESTER
 CK2841  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK2841
 CK2841                         *CURRENT SURVEY CONTROL
 CK2841  ___________________________________________________________________
 CK2841* NAD 83(1986)-  32 56 59.     (N)    080 15 02.     (W)     SCALED    
 CK2841* NAVD 88     -         4.081  (meters)      13.39   (feet)  ADJUSTED  
 CK2841  ___________________________________________________________________
 CK2841  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 CK2841  DYNAMIC HT  -           4.076 (meters)      13.37  (feet)  COMP
 CK2841  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 CK2841
 CK2841  VERT ORDER  -  FIRST     CLASS II
 CK2841
 CK2841.The horizontal coordinates were scaled from a topographic map and have
 CK2841.an estimated accuracy of +/- 6 seconds.
 CK2841
 CK2841.The orthometric height was determined by differential leveling
 CK2841.and adjusted by the National Geodetic Survey in June 1991..
 CK2841
 CK2841.The geoid height was determined by GEOID03.
 CK2841
 CK2841.The dynamic height is computed by dividing the NAVD 88
 CK2841.geopotential number by the normal gravity value computed on the
 CK2841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2841.degrees latitude (g = 980.6199 gals.).
 CK2841
 CK2841.The modeled gravity was interpolated from observed gravity values.
 CK2841
 CK2841;                    North         East    Units  Estimated Accuracy
 CK2841;SPC SC       -   124,060.      679,670.      MT  (+/- 180 meters Scaled)
 CK2841
 CK2841                          SUPERSEDED SURVEY CONTROL
 CK2841
 CK2841  NGVD 29 (03/21/89)    4.375  (m)           14.35   (f) ADJUSTED    1 2
 CK2841
 CK2841.Superseded values are not recommended for survey control.
 CK2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2841.See file dsdata.txt to determine how the superseded data were derived.
 CK2841
 CK2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS700459(NAD 83)
 CK2841_MARKER: DB = BENCH MARK DISK
 CK2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2841_SP_SET: CONCRETE POST
 CK2841_STAMPING: VERT 18 030 1983
 CK2841_MARK LOGO: SCGS  
 CK2841_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2841
 CK2841  HISTORY     - Date     Condition        Report By
 CK2841  HISTORY     - 1983     MONUMENTED       SCGS
 CK2841  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 CK2841  HISTORY     - 20020806 MARK NOT FOUND   SCGS
 CK2841
 CK2841                          STATION DESCRIPTION
 CK2841
 CK2841'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2841'7.6 KM (4.7 MI) SW FROM STALLSVILLE.
 CK2841'4.2 KILOMETERS (2.65 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM ITS
 CK2841'MOST NORTHWEST JUNCTION WITH STATE HIGHWAY 165, SET IN BETWEEN TWO
 CK2841'24-INCH BLAZED PINE TREES, 15.4 METERS (50.8 FEET) SOUTH-SOUTHWEST OF
 CK2841'THE CENTERLINE OF HIGHWAY 61, 2.3 METERS (7.4 FEET) WEST-NORTHWEST OF
 CK2841'THE EASTERN 24-INCH PINE TREE, 2.7 METERS (9.0 FEET) EAST-SOUTHEAST OF
 CK2841'THE WESTERN 24-INCH PINE TREE.
 CK2841'THE MARK IS 1.00 METERS  NNW FROM A WITNESS POST.
 CK2841'THE MARK IS 2.1 M BELOW STATE HIGHWAY 61.
 CK2841
 CK2841                          STATION RECOVERY (1995)
 CK2841
 CK2841'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2841'MARK NOT FOUND.
 CK2841
 CK2841                          STATION RECOVERY (2002)
 CK2841
 CK2841'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2841'NOT RECOVERED, SEARCHED 30 MINUTES WITH NO RESULTS, MEASUREMENTS
 CK2841'INADEQUATE,
 CK2841'STATION NOT FOUND. RECOVERY BY J.B. SMOAK.
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841' 
 CK2841'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2842 ***********************************************************************
 CK2842  DESIGNATION -  18 031
 CK2842  PID         -  CK2842
 CK2842  STATE/COUNTY-  SC/DORCHESTER
 CK2842  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK2842
 CK2842                         *CURRENT SURVEY CONTROL
 CK2842  ___________________________________________________________________
 CK2842* NAD 83(1986)-  32 57 08.     (N)    080 15 46.     (W)     SCALED    
 CK2842* NAVD 88     -         5.831  (meters)      19.13   (feet)  ADJUSTED  
 CK2842  ___________________________________________________________________
 CK2842  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 CK2842  DYNAMIC HT  -           5.825 (meters)      19.11  (feet)  COMP
 CK2842  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 CK2842
 CK2842  VERT ORDER  -  FIRST     CLASS II
 CK2842
 CK2842.The horizontal coordinates were scaled from a topographic map and have
 CK2842.an estimated accuracy of +/- 6 seconds.
 CK2842
 CK2842.The orthometric height was determined by differential leveling
 CK2842.and adjusted by the National Geodetic Survey in June 1991..
 CK2842
 CK2842.The geoid height was determined by GEOID03.
 CK2842
 CK2842.The dynamic height is computed by dividing the NAVD 88
 CK2842.geopotential number by the normal gravity value computed on the
 CK2842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2842.degrees latitude (g = 980.6199 gals.).
 CK2842
 CK2842.The modeled gravity was interpolated from observed gravity values.
 CK2842
 CK2842;                    North         East    Units  Estimated Accuracy
 CK2842;SPC SC       -   124,330.      678,520.      MT  (+/- 180 meters Scaled)
 CK2842
 CK2842                          SUPERSEDED SURVEY CONTROL
 CK2842
 CK2842  NGVD 29 (03/21/89)    6.126  (m)           20.10   (f) ADJUSTED    1 2
 CK2842
 CK2842.Superseded values are not recommended for survey control.
 CK2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2842.See file dsdata.txt to determine how the superseded data were derived.
 CK2842
 CK2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS689462(NAD 83)
 CK2842_MARKER: DD = SURVEY DISK
 CK2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2842_SP_SET: CONCRETE POST
 CK2842_STAMPING: VERT 18 031 1983
 CK2842_MARK LOGO: SCGS  
 CK2842_PROJECTION: PROJECTING 13 CENTIMETERS
 CK2842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2842+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 CK2842
 CK2842  HISTORY     - Date     Condition        Report By
 CK2842  HISTORY     - 1983     MONUMENTED       SCGS
 CK2842  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 CK2842  HISTORY     - 20020806 GOOD             SCGS
 CK2842
 CK2842                          STATION DESCRIPTION
 CK2842
 CK2842'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2842'8.0 KM (5.0 MI) SW FROM STALLSVILLE.
 CK2842'5.5 KILOMETERS (3.4 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM ITS
 CK2842'MOST NORTHWEST JUNCTION WITH STATE HIGHWAY 165, SET IN THE SOUTH ANGLE
 CK2842'OF THE INTERSECTION OF A SAND ROAD, 43.9 METERS (144.0 FEET) SOUTHWEST
 CK2842'OF THE CENTERLINE OF THE HIGHWAY AND WHERE THE APPROXIMATE CENTER OF
 CK2842'THE SAND ROAD MEET, 16.8 METERS (55.0 FEET) SOUTH-SOUTHEAST OF THE
 CK2842'APPROXIMATE CENTER OF THE SAND ROAD, 3.4 METERS (11.2 FEET)
 CK2842'NORTH-NORTHEAST OF A 10-INCH BLAZED PINE TREE.
 CK2842'THE MARK IS 0.80 METERS  WNW FROM A WITNESS POST.
 CK2842'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2842
 CK2842                          STATION RECOVERY (1995)
 CK2842
 CK2842'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2842'MARK NOT FOUND.
 CK2842
 CK2842                          STATION RECOVERY (2002)
 CK2842
 CK2842'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2842'STATION IS LOCATED 6.8 MILES SOUTHWEST OF SUMMERVILLE, 24.2 MILES
 CK2842'SOUTHEAST OF SAINT
 CK2842'GEORGE.  OWNERSHIP--MEAD WESTVACO, 4060 HIGHWAY 17 ALTERNATE,
 CK2842'RIDGEVILLE, SC 29472,
 CK2842'PHONE 843-873-3911.
 CK2842'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAY 17
 CK2842'ALTERNATE AND STATE
 CK2842'HIGHWAY 61, 7.15 MILES WEST SOUTHWEST OF SUMMERVILLE, GO EAST
 CK2842'SOUTHEAST ON
 CK2842'HIGHWAY 61 FOR 1.2 MILES TO THE STATION ON THE RIGHT IN THE SOUTH
 CK2842'ANGLE OF THE
 CK2842'JUNCTION OF A SAND ROAD LEADING TO WESTVACO PROCUREMENT DEPARTMENT.
 CK2842'STATION IS A CONCRETE POST PROJECTING 0.4 FOOT AND LEVEL WITH THE SAND
 CK2842'ROAD, 144.0
 CK2842'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY WHERE THE CENTER OF THE
 CK2842'SAND ROAD
 CK2842'INTERSECTS, 55.5 FEET SOUTH SOUTHEAST OF THE CENTER OF THE SAND ROAD,
 CK2842'11.0 FEET
 CK2842'NORTH NORTHEAST OF A BLAZED 1.1-FOOT PINE TREE, 2.5 FEET NORTHWEST OF
 CK2842'A WITNESS
 CK2842'POST.
 CK2842'RECOVERED BY J.B. SMOAK.
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842' 
 CK2842'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2843 ***********************************************************************
 CK2843  DESIGNATION -  18 032
 CK2843  PID         -  CK2843
 CK2843  STATE/COUNTY-  SC/DORCHESTER
 CK2843  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK2843
 CK2843                         *CURRENT SURVEY CONTROL
 CK2843  ___________________________________________________________________
 CK2843* NAD 83(1986)-  32 57 40.     (N)    080 16 22.     (W)     SCALED    
 CK2843* NAVD 88     -         5.297  (meters)      17.38   (feet)  ADJUSTED  
 CK2843  ___________________________________________________________________
 CK2843  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 CK2843  DYNAMIC HT  -           5.291 (meters)      17.36  (feet)  COMP
 CK2843  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 CK2843
 CK2843  VERT ORDER  -  FIRST     CLASS II
 CK2843
 CK2843.The horizontal coordinates were scaled from a topographic map and have
 CK2843.an estimated accuracy of +/- 6 seconds.
 CK2843
 CK2843.The orthometric height was determined by differential leveling
 CK2843.and adjusted by the National Geodetic Survey in June 1991..
 CK2843
 CK2843.The geoid height was determined by GEOID03.
 CK2843
 CK2843.The dynamic height is computed by dividing the NAVD 88
 CK2843.geopotential number by the normal gravity value computed on the
 CK2843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2843.degrees latitude (g = 980.6199 gals.).
 CK2843
 CK2843.The modeled gravity was interpolated from observed gravity values.
 CK2843
 CK2843;                    North         East    Units  Estimated Accuracy
 CK2843;SPC SC       -   125,310.      677,580.      MT  (+/- 180 meters Scaled)
 CK2843
 CK2843                          SUPERSEDED SURVEY CONTROL
 CK2843
 CK2843  NGVD 29 (03/21/89)    5.591  (m)           18.34   (f) ADJUSTED    1 2
 CK2843
 CK2843.Superseded values are not recommended for survey control.
 CK2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2843.See file dsdata.txt to determine how the superseded data were derived.
 CK2843
 CK2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS679472(NAD 83)
 CK2843_MARKER: DB = BENCH MARK DISK
 CK2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2843_SP_SET: CONCRETE POST
 CK2843_STAMPING: VERT 18 032 1983
 CK2843_MARK LOGO: SCGS  
 CK2843_PROJECTION: RECESSED 7 CENTIMETERS
 CK2843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2843
 CK2843  HISTORY     - Date     Condition        Report By
 CK2843  HISTORY     - 1983     MONUMENTED       SCGS
 CK2843  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 CK2843  HISTORY     - 20020820 MARK NOT FOUND   SCGS
 CK2843
 CK2843                          STATION DESCRIPTION
 CK2843
 CK2843'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2843'8.5 KM (5.3 MI) SW FROM STALLSVILLE.
 CK2843'6.8 KILOMETERS (4.2 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM ITS
 CK2843'MOST NORTHWEST JUNCTION WITH STATE HIGHWAY 165, SET NEAR THREE 10-INCH
 CK2843'PINE TREES ON THE NORTHWEST SIDE OF A WOODEN STORAGE BUILDING INSIDE A
 CK2843'WIRE FENCE, 90.8 METERS (298.0 FEET) EAST OF THE CENTERLINE OF THE
 CK2843'HIGHWAY, 13.1 METERS (43.0 FEET) NORTHEAST OF THE APPROXIMATE CENTER
 CK2843'OF A 4- BY 4-FOOT PUMP HOUSE, 7.4 METERS (24.7 FEET) NORTH-NORTHWEST
 CK2843'OF THE NORTHWEST CORNER OF THE STORAGE BUILDING, 4.7 METERS (14.5
 CK2843'FEET) SOUTH OF THE FENCE RUNNING EAST AND WEST.
 CK2843'THE MARK IS 1.50 METERS  WNW FROM A WITNESS POST.
 CK2843'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2843
 CK2843                          STATION RECOVERY (1995)
 CK2843
 CK2843'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2843'MARK NOT FOUND.
 CK2843
 CK2843                          STATION RECOVERY (2002)
 CK2843
 CK2843'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2843'NOT RECOVERED, SEARCHED 30 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 CK2843'TO
 CK2843'AN AREA THAT APPEARS TO HAVE BEEN FILLED, STATION MAY BE INTACT,
 CK2843'HOWEVER
 CK2843'AFTER DISCUSSING THE RECONNAISSANCE WITH A MAINTENANCE PERSON,
 CK2843'PRESUMED
 CK2843'DESTROYED (ACCESS DIFFICULT DUE TO A LOCKED GATE AND UN-ATTENDED
 CK2843'PROPERTY. RECOVERY BY T. HALL.
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843' 
 CK2843'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2845 ***********************************************************************
 CK2845  DESIGNATION -  18 033
 CK2845  PID         -  CK2845
 CK2845  STATE/COUNTY-  SC/DORCHESTER
 CK2845  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK2845
 CK2845                         *CURRENT SURVEY CONTROL
 CK2845  ___________________________________________________________________
 CK2845* NAD 83(2001)-  32 57 51.83841(N)    080 17 05.37123(W)     ADJUSTED  
 CK2845* NAVD 88     -         6.775  (meters)      22.23   (feet)  ADJUSTED  
 CK2845  ___________________________________________________________________
 CK2845  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CK2845  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 CK2845  DYNAMIC HT  -           6.768 (meters)      22.20  (feet)  COMP
 CK2845  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 CK2845
 CK2845  HORZ ORDER  -  SECOND
 CK2845  VERT ORDER  -  FIRST     CLASS II
 CK2845
 CK2845.The horizontal coordinates were established by classical geodetic methods
 CK2845.and adjusted by the National Geodetic Survey in March 2004..
 CK2845.No horizontal observational check was made to the station.
 CK2845
 CK2845.The orthometric height was determined by differential leveling
 CK2845.and adjusted by the National Geodetic Survey in June 1991..
 CK2845
 CK2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2845
 CK2845.The geoid height was determined by GEOID03.
 CK2845
 CK2845.The dynamic height is computed by dividing the NAVD 88
 CK2845.geopotential number by the normal gravity value computed on the
 CK2845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2845.degrees latitude (g = 980.6199 gals.).
 CK2845
 CK2845.The modeled gravity was interpolated from observed gravity values.
 CK2845
 CK2845;                    North         East     Units Scale Factor Converg.
 CK2845;SPC SC       -   125,666.238   676,452.892   MT  0.99986878   +0 23 47.4
 CK2845;SPC SC       -   412,290.81  2,219,333.64   iFT  0.99986878   +0 23 47.4
 CK2845;UTM  17      - 3,647,567.262   566,836.168   MT  0.99965508   +0 23 21.0
 CK2845
 CK2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2845!SPC SC       -   1.00000399  x   0.99986878  =   0.99987277
 CK2845!UTM  17      -   1.00000399  x   0.99965508  =   0.99965907
 CK2845
 CK2845                          SUPERSEDED SURVEY CONTROL
 CK2845
 CK2845  NAD 83(1986)-  32 57 51.84882(N)    080 17 05.37415(W) AD(       ) 2
 CK2845  NGVD 29 (03/21/89)    7.069  (m)           23.19   (f) ADJUSTED    1 2
 CK2845
 CK2845.Superseded values are not recommended for survey control.
 CK2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2845.See file dsdata.txt to determine how the superseded data were derived.
 CK2845
 CK2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6683647567(NAD 83)
 CK2845_MARKER: DB = BENCH MARK DISK
 CK2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2845_SP_SET: CONCRETE POST
 CK2845_STAMPING: VERT 18 033 1983
 CK2845_MARK LOGO: SCGS  
 CK2845_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2845_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2845+STABILITY: SURFACE MOTION
 CK2845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2845+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 CK2845
 CK2845  HISTORY     - Date     Condition        Report By
 CK2845  HISTORY     - 1983     MONUMENTED       SCGS
 CK2845  HISTORY     - 1983     GOOD             SCGS
 CK2845  HISTORY     - 1985     GOOD             SCGS
 CK2845  HISTORY     - 19950611 GOOD             USPSQD
 CK2845  HISTORY     - 20020807 MARK NOT FOUND   SCGS
 CK2845  HISTORY     - 20030618 GOOD             USPSQD
 CK2845
 CK2845                          STATION DESCRIPTION
 CK2845
 CK2845'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CK2845'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI)
 CK2845'WEST-SOUTHWEST OF LADSON, 11.3 KM (7.0 MI) SOUTHWEST OF SUMMERVILLE
 CK2845'AND 6.8 KM (4.2 MI) WEST NORTHWEST OF COOKS CROSSROADS.
 CK2845'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK2845'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK2845'SC 29210, PHONE 803-758-6434.
 CK2845'
 CK2845'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK2845'AT COOKS CROSSROADS, GO WESTERLY ALONG HIGHWAY 61 FOR 7.4 KM (4.6
 CK2845'MI) TO ITS JUNCTION WITH U.S. HIGHWAY 17 ALTERNATE.  TURN LEFT
 CK2845'WESTERLY ALONG U.S. HIGHWAY 17 AND STATE HIGHWAY 61 FOR 0.5 KM
 CK2845'(0.3 MI) TO A FORK RIGHT.  TAKE RIGHT FORK AND GO 0.1 KM (0.05 MI)
 CK2845'ALONG STATE HIGHWAY 61 TO THE STATION ON THE LEFT.
 CK2845'
 CK2845'THE STATION IS A STANDARD SCGS DISK
 CK2845'STAMPED---VERT 18 033 1983---,
 CK2845'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2845'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CK2845'14.0 METERS (46.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF HIGHWAY
 CK2845'61,
 CK2845'3.0 METERS (9.8 FT) WEST-NORTHWEST FROM THE NORTHEAST CORNER OF A
 CK2845'BRICK FACED BUILDING AND
 CK2845'2.7 METERS (8.7 FT) NORTHEAST FROM A BRICK CHIMNEY ON THE NORTH
 CK2845'OF THE BUILDING.
 CK2845'
 CK2845'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CK2845'
 CK2845'AN EDM TRAVERSE WAS MADE TO 18 047 SCGS AZ MK.
 CK2845'
 CK2845'THIS MARK IS A SCGS BENCHMARK THAT HAS NOT BEEN LEVELED TO YET.
 CK2845'
 CK2845'DESCRIBED BY MARK D. THACKRAH.
 CK2845
 CK2845                          STATION RECOVERY (1983)
 CK2845
 CK2845'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2845'9.6 KM (6.0 MI) SW FROM STALLSVILLE.
 CK2845'19.3 KILOMETERS (12.0 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2845'FROM THE POST OFFICE IN COTTAGVILLE, SET NEAR THE NORTHEAST CORNER OF
 CK2845'A TWO-STORY WOODEN BUILDING WITH A BRICK FACE AT THE INTERSECTION OF
 CK2845'STATE HIGHWAY 61 WEST, 41.8 METERS (137.0 FEET) NORTH OF THE CENTER
 CK2845'LINE OF U.S. HIGHWAY 17 ALTERNATE, 14.2 METERS (46.5 FEET) SOUTH OF
 CK2845'THE CENTERLINE OF STATE HIGHWAY 61, 2.7 METERS (9.2 FEET)
 CK2845'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE WOOD AND BRICK BUILDING,
 CK2845'3.0 METERS (10.0 FEET) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 CK2845'WOODEN ADDITION TO THE BUILDING.
 CK2845'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2845
 CK2845                          STATION RECOVERY (1985)
 CK2845
 CK2845'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK2845'RECOVERED IN GOOD CONDITION.
 CK2845
 CK2845                          STATION RECOVERY (1995)
 CK2845
 CK2845'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2845'RECOVERED IN GOOD CONDITION.
 CK2845
 CK2845                          STATION RECOVERY (2002)
 CK2845
 CK2845'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2845'NOT RECOVERED, SEARCHED 10 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 CK2845'TO A
 CK2845'TEMPORARY CONSTRUCTION TRAILER OVER THE STATION SITE.
 CK2845'RECOVERY BY J.B. SMOAK.
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845' 
 CK2845'
 CK2845
 CK2845                          STATION RECOVERY (2003)
 CK2845
 CK2845'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2847 ***********************************************************************
 CK2847  DESIGNATION -  18 034
 CK2847  PID         -  CK2847
 CK2847  STATE/COUNTY-  SC/DORCHESTER
 CK2847  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK2847
 CK2847                         *CURRENT SURVEY CONTROL
 CK2847  ___________________________________________________________________
 CK2847* NAD 83(1986)-  32 57 25.     (N)    080 17 53.     (W)     SCALED    
 CK2847* NAVD 88     -         5.745  (meters)      18.85   (feet)  ADJUSTED  
 CK2847  ___________________________________________________________________
 CK2847  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 CK2847  DYNAMIC HT  -           5.739 (meters)      18.83  (feet)  COMP
 CK2847  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 CK2847
 CK2847  VERT ORDER  -  FIRST     CLASS II
 CK2847
 CK2847.The horizontal coordinates were scaled from a topographic map and have
 CK2847.an estimated accuracy of +/- 6 seconds.
 CK2847
 CK2847.The orthometric height was determined by differential leveling
 CK2847.and adjusted by the National Geodetic Survey in June 1991..
 CK2847
 CK2847.The geoid height was determined by GEOID03.
 CK2847
 CK2847.The dynamic height is computed by dividing the NAVD 88
 CK2847.geopotential number by the normal gravity value computed on the
 CK2847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2847.degrees latitude (g = 980.6199 gals.).
 CK2847
 CK2847.The modeled gravity was interpolated from observed gravity values.
 CK2847
 CK2847;                    North         East    Units  Estimated Accuracy
 CK2847;SPC SC       -   124,830.      675,220.      MT  (+/- 180 meters Scaled)
 CK2847
 CK2847                          SUPERSEDED SURVEY CONTROL
 CK2847
 CK2847  NGVD 29 (03/21/89)    6.039  (m)           19.81   (f) ADJUSTED    1 2
 CK2847
 CK2847.Superseded values are not recommended for survey control.
 CK2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2847.See file dsdata.txt to determine how the superseded data were derived.
 CK2847
 CK2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS656467(NAD 83)
 CK2847_MARKER: DB = BENCH MARK DISK
 CK2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2847_SP_SET: CONCRETE POST
 CK2847_STAMPING: VERT 18 034 1983
 CK2847_MARK LOGO: SCGS  
 CK2847_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2847
 CK2847  HISTORY     - Date     Condition        Report By
 CK2847  HISTORY     - 1983     MONUMENTED       SCGS
 CK2847  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 CK2847  HISTORY     - 20020807 MARK NOT FOUND   SCGS
 CK2847
 CK2847                          STATION DESCRIPTION
 CK2847
 CK2847'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2847'11.1 KM (6.9 MI) SW FROM STALLSVILLE.
 CK2847'17.8 KILOMETERS (11.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17
 CK2847'ALTERNATE FROM THE POST OFFICE IN COTTAGEVILLE, SET NEAR A POWER POLE
 CK2847'WITH 3 GUY WIRES JUST PAST A MAJOR POWER LINE CROSSING, 35.4 METERS
 CK2847'(116.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A SAND DRIVE
 CK2847'LEADING TO A FISHING AREA, 15.7 METERS (51.5 FEET) NORTH-NORTHWEST OF
 CK2847'THE CENTERLINE OF THE HIGHWAY, 3.5 METERS (11.6 FEET) WEST-SOUTHWEST
 CK2847'OF POWER POLE NUMBER 223703.
 CK2847'THE MARK IS 0.50 METERS  SSE FROM A WITNESS POST.
 CK2847'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 CK2847
 CK2847                          STATION RECOVERY (1995)
 CK2847
 CK2847'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2847'MARK NOT FOUND.
 CK2847
 CK2847                          STATION RECOVERY (2002)
 CK2847
 CK2847'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2847'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, MEASUREMENTS
 CK2847'INADEQUATE,
 CK2847'PRESUMED DESTROYED BY DITCH WORK.
 CK2847'RECOVERY BY J.B. SMOAK.
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847' 
 CK2847'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2848 ***********************************************************************
 CK2848  DESIGNATION -  18 035
 CK2848  PID         -  CK2848
 CK2848  STATE/COUNTY-  SC/DORCHESTER
 CK2848  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK2848
 CK2848                         *CURRENT SURVEY CONTROL
 CK2848  ___________________________________________________________________
 CK2848* NAD 83(1986)-  32 56 51.     (N)    080 18 45.     (W)     SCALED    
 CK2848* NAVD 88     -         6.092  (meters)      19.99   (feet)  ADJUSTED  
 CK2848  ___________________________________________________________________
 CK2848  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 CK2848  DYNAMIC HT  -           6.085 (meters)      19.96  (feet)  COMP
 CK2848  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 CK2848
 CK2848  VERT ORDER  -  FIRST     CLASS II
 CK2848
 CK2848.The horizontal coordinates were scaled from a topographic map and have
 CK2848.an estimated accuracy of +/- 6 seconds.
 CK2848
 CK2848.The orthometric height was determined by differential leveling
 CK2848.and adjusted by the National Geodetic Survey in June 1991..
 CK2848
 CK2848.The geoid height was determined by GEOID03.
 CK2848
 CK2848.The dynamic height is computed by dividing the NAVD 88
 CK2848.geopotential number by the normal gravity value computed on the
 CK2848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2848.degrees latitude (g = 980.6199 gals.).
 CK2848
 CK2848.The modeled gravity was interpolated from observed gravity values.
 CK2848
 CK2848;                    North         East    Units  Estimated Accuracy
 CK2848;SPC SC       -   123,780.      673,880.      MT  (+/- 180 meters Scaled)
 CK2848
 CK2848                          SUPERSEDED SURVEY CONTROL
 CK2848
 CK2848  NGVD 29 (03/21/89)    6.386  (m)           20.95   (f) ADJUSTED    1 2
 CK2848
 CK2848.Superseded values are not recommended for survey control.
 CK2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2848.See file dsdata.txt to determine how the superseded data were derived.
 CK2848
 CK2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS642456(NAD 83)
 CK2848_MARKER: DD = SURVEY DISK
 CK2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2848_SP_SET: CONCRETE POST
 CK2848_STAMPING: VERT 18 035 1983
 CK2848_MARK LOGO: SCGS  
 CK2848_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2848+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 CK2848
 CK2848  HISTORY     - Date     Condition        Report By
 CK2848  HISTORY     - 1983     MONUMENTED       SCGS
 CK2848  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 CK2848  HISTORY     - 20020807 GOOD             SCGS
 CK2848  HISTORY     - 20030618 GOOD             USPSQD
 CK2848
 CK2848                          STATION DESCRIPTION
 CK2848
 CK2848'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2848'16.0 KM (9.95 MI) SE FROM COTTAGEVILLE.
 CK2848'16.0 KILOMETERS (9.95 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2848'FROM THE POST OFFICE IN COTTAGEVILLE, SET NEAR A STEEL GATE AT THE
 CK2848'INTERSECTION WITH A SAND ROAD, 37.3 METERS (122.5 FEET)
 CK2848'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28.0
 CK2848'FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 CK2848'2.4 METERS (8.0 FEET) WEST-NORTHWEST OF A 12-INCH BLAZED PINE TREE.
 CK2848'THE MARK IS 0.50 METERS  NNE FROM A WITNESS POST.
 CK2848'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2848
 CK2848                          STATION RECOVERY (1993)
 CK2848
 CK2848'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK2848'MARK NOT FOUND.
 CK2848
 CK2848                          STATION RECOVERY (2002)
 CK2848
 CK2848'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2848'STATION IS LOCATED 9.4 MILES WEST SOUTHWEST OF SUMMERVILLE, 22.3 MILES
 CK2848'SOUTHEAST OF
 CK2848'SAINT GEORGE.  OWNERSHIP--MEAD WESTVACO, 4060 HIGHWAY 17 ALTERNATE,
 CK2848'RIDGEVILLE, SC
 CK2848'29472, PHONE 843-873-3911.
 CK2848'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 17
 CK2848'ALTERNATE AND STATE
 CK2848'HIGHWAY 61, 7.25 MILES WEST SOUTHWEST OF SUMMERVILLE, GO WEST
 CK2848'SOUTHWEST ON
 CK2848'HIGHWAY 17 ALTERNATE FOR 2.15 MILES TO THE STATION ON THE LEFT NEAR A
 CK2848'METAL GATE FOR A
 CK2848'SAND ROAD LEADING TO BUCK HORN HUNTING CLUB.
 CK2848'STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND 0.5 FOOT ABOVE THE
 CK2848'SAND ROAD,
 CK2848'118.0 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 26.3 FEET
 CK2848'EAST OF THE
 CK2848'CENTER OF THE SAND ROAD, 19.5 FEET EAST SOUTHEAST OF THE EAST ONE OF
 CK2848'TWO METAL
 CK2848'GATE POSTS, 1.5 FEET NORTH OF A WITNESS POST.
 CK2848'RECOVERED BY J.B. SMOAK.
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848' 
 CK2848'
 CK2848
 CK2848                          STATION RECOVERY (2003)
 CK2848
 CK2848'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2854 ***********************************************************************
 CK2854  DESIGNATION -  18 036
 CK2854  PID         -  CK2854
 CK2854  STATE/COUNTY-  SC/DORCHESTER
 CK2854  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK2854
 CK2854                         *CURRENT SURVEY CONTROL
 CK2854  ___________________________________________________________________
 CK2854* NAD 83(1986)-  32 56 16.     (N)    080 20 44.     (W)     SCALED    
 CK2854* NAVD 88     -         6.398  (meters)      20.99   (feet)  ADJUSTED  
 CK2854  ___________________________________________________________________
 CK2854  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 CK2854  DYNAMIC HT  -           6.391 (meters)      20.97  (feet)  COMP
 CK2854  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 CK2854
 CK2854  VERT ORDER  -  FIRST     CLASS II
 CK2854
 CK2854.The horizontal coordinates were scaled from a topographic map and have
 CK2854.an estimated accuracy of +/- 6 seconds.
 CK2854
 CK2854.The orthometric height was determined by differential leveling
 CK2854.and adjusted by the National Geodetic Survey in June 1991..
 CK2854
 CK2854.The geoid height was determined by GEOID03.
 CK2854
 CK2854.The dynamic height is computed by dividing the NAVD 88
 CK2854.geopotential number by the normal gravity value computed on the
 CK2854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2854.degrees latitude (g = 980.6199 gals.).
 CK2854
 CK2854.The modeled gravity was interpolated from observed gravity values.
 CK2854
 CK2854;                    North         East    Units  Estimated Accuracy
 CK2854;SPC SC       -   122,680.      670,800.      MT  (+/- 180 meters Scaled)
 CK2854
 CK2854                          SUPERSEDED SURVEY CONTROL
 CK2854
 CK2854  NGVD 29 (03/21/89)    6.691  (m)           21.95   (f) ADJUSTED    1 2
 CK2854
 CK2854.Superseded values are not recommended for survey control.
 CK2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2854.See file dsdata.txt to determine how the superseded data were derived.
 CK2854
 CK2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS611445(NAD 83)
 CK2854_MARKER: DB = BENCH MARK DISK
 CK2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2854_SP_SET: CONCRETE POST
 CK2854_STAMPING: VERT 18 036 1983
 CK2854_MARK LOGO: SCGS  
 CK2854_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2854
 CK2854  HISTORY     - Date     Condition        Report By
 CK2854  HISTORY     - 1983     MONUMENTED       SCGS
 CK2854  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 CK2854  HISTORY     - 20020807 MARK NOT FOUND   SCGS
 CK2854  HISTORY     - 20030618 MARK NOT FOUND   USPSQD
 CK2854
 CK2854                          STATION DESCRIPTION
 CK2854
 CK2854'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2854'12.8 KM (7.95 MI) SE FROM COTTAGEVILLE.
 CK2854'12.8 KILOMETERS (7.95 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2854'FROM THE POST OFFICE IN COTTAGEVILLE, SET IN THE NORTHEAST ANGLE OF
 CK2854'THE INTERSECTION OF A DIRT ROAD NEAR A POWER POLE, 15.8 METERS (52.0
 CK2854'FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS
 CK2854'(44.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 CK2854'2.0 METERS (6.7 FEET) WEST-NORTHWEST OF THE POWER POLE.
 CK2854'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 CK2854'THE MARK IS 1.20 M BELOW HIGHWAY.
 CK2854
 CK2854                          STATION RECOVERY (1993)
 CK2854
 CK2854'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK2854'MARK NOT FOUND.
 CK2854
 CK2854                          STATION RECOVERY (2002)
 CK2854
 CK2854'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2854'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 CK2854'TO A BROKEN
 CK2854'CONCRETE POST, DISK WAS MISSING, STATION NOT FOUND.
 CK2854'RECOVERY BY J.B. SMOAK.
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854' 
 CK2854'
 CK2854
 CK2854                          STATION RECOVERY (2003)
 CK2854
 CK2854'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2854'SEARCHED NE QUADRANT OF SAND ROAD WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2855 ***********************************************************************
 CK2855  DESIGNATION -  18 037
 CK2855  PID         -  CK2855
 CK2855  STATE/COUNTY-  SC/DORCHESTER
 CK2855  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK2855
 CK2855                         *CURRENT SURVEY CONTROL
 CK2855  ___________________________________________________________________
 CK2855* NAD 83(1986)-  32 55 56.     (N)    080 21 48.     (W)     SCALED    
 CK2855* NAVD 88     -         8.970  (meters)      29.43   (feet)  ADJUSTED  
 CK2855  ___________________________________________________________________
 CK2855  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CK2855  DYNAMIC HT  -           8.960 (meters)      29.40  (feet)  COMP
 CK2855  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 CK2855
 CK2855  VERT ORDER  -  FIRST     CLASS II
 CK2855
 CK2855.The horizontal coordinates were scaled from a topographic map and have
 CK2855.an estimated accuracy of +/- 6 seconds.
 CK2855
 CK2855.The orthometric height was determined by differential leveling
 CK2855.and adjusted by the National Geodetic Survey in June 1991..
 CK2855
 CK2855.The geoid height was determined by GEOID03.
 CK2855
 CK2855.The dynamic height is computed by dividing the NAVD 88
 CK2855.geopotential number by the normal gravity value computed on the
 CK2855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2855.degrees latitude (g = 980.6199 gals.).
 CK2855
 CK2855.The modeled gravity was interpolated from observed gravity values.
 CK2855
 CK2855;                    North         East    Units  Estimated Accuracy
 CK2855;SPC SC       -   122,050.      669,140.      MT  (+/- 180 meters Scaled)
 CK2855
 CK2855                          SUPERSEDED SURVEY CONTROL
 CK2855
 CK2855  NGVD 29 (03/21/89)    9.263  (m)           30.39   (f) ADJUSTED    1 2
 CK2855
 CK2855.Superseded values are not recommended for survey control.
 CK2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2855.See file dsdata.txt to determine how the superseded data were derived.
 CK2855
 CK2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS595439(NAD 83)
 CK2855_MARKER: DD = SURVEY DISK
 CK2855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2855_SP_SET: CONCRETE POST
 CK2855_STAMPING: VERT 18 037 1983
 CK2855_MARK LOGO: SCGS  
 CK2855_PROJECTION: RECESSED 5 CENTIMETERS
 CK2855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2855+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 CK2855
 CK2855  HISTORY     - Date     Condition        Report By
 CK2855  HISTORY     - 1983     MONUMENTED       SCGS
 CK2855  HISTORY     - 19930612 GOOD             USPSQD
 CK2855  HISTORY     - 20020807 GOOD             SCGS
 CK2855  HISTORY     - 20030618 GOOD             USPSQD
 CK2855
 CK2855                          STATION DESCRIPTION
 CK2855
 CK2855'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2855'11.2 KM (6.95 MI) SE FROM COTTAGEVILLE.
 CK2855'11.2 KILOMETERS (6.95 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2855'FROM THE POST OFFICE IN COTTAGEVILLE, SET NEAR AN 18-INCH BLAZED PINE
 CK2855'TREE IN THE NORTHEAST ANGLE OF THE INTERSECTION WITH A DIRT ROAD,
 CK2855'29.1 METERS (95.5 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CK2855'HIGHWAY, 7.0 METERS (23.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 CK2855'CENTER OF THE DIRT ROAD, 1.7 METERS (5.5 FEET) WEST-SOUTHWEST OF THE
 CK2855'18-INCH BLAZED PINE TREE.
 CK2855'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 CK2855'THE MARK IS 0.60 M BELOW HIGHWAY.
 CK2855
 CK2855                          STATION RECOVERY (1993)
 CK2855
 CK2855'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK2855'RECOVERED IN GOOD CONDITION.
 CK2855
 CK2855                          STATION RECOVERY (2002)
 CK2855
 CK2855'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2855'STATION IS LOCATED 6.9 MILES EAST OF COTTAGEVILLE, 20.4 MILES
 CK2855'SOUTHEAST OF SAINT
 CK2855'GEORGE.  OWNERSHIP--MEAD WESTVACO, 4060 HIGHWAY 17 ALTERNATE,
 CK2855'RIDGEVILLE, SC
 CK2855'29472, PHONE 843-873-3911.
 CK2855'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 17
 CK2855'ALTERNATE AND STATE
 CK2855'HIGHWAY 61, 7.25 MILES WEST SOUTHWEST OF SUMMERVILLE, GO WEST
 CK2855'SOUTHWEST ON
 CK2855'HIGHWAY 17 ALTERNATE FOR 3.0 MILES TO THE JUNCTION OF STATE ROAD 84
 CK2855'(CLUBHOUSE
 CK2855'ROAD), CONTINUE ON HIGHWAY 17 ALTERNATE FOR 1.1 MILES TO THE STATION
 CK2855'ON THE
 CK2855'RIGHT IN THE NORTHEAST ANGLE OF A GATED WOODS ROAD LEADING NORTH.
 CK2855'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 1.0 FOOT BELOW THE
 CK2855'HIGHWAY,
 CK2855'95.6 FEET NORTH OF THE CENTER OF THE HIGHWAY, 21.9 FEET NORTHEAST OF
 CK2855'THE
 CK2855'CENTER OF THE WOODS ROAD, 32.0 FEET EAST SOUTHEAST OF THE EAST ONE OF
 CK2855'TWO
 CK2855'METAL GATE POSTS, 5.2 FEET WEST OF A BLAZED 1.3-FOOT PINE TREE, 1.3
 CK2855'FEET
 CK2855'SOUTHWEST OF A WITNESS POST.
 CK2855'RECOVERED BY J.B. SMOAK.
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855' 
 CK2855'
 CK2855
 CK2855                          STATION RECOVERY (2003)
 CK2855
 CK2855'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2856 ***********************************************************************
 CK2856  DESIGNATION -  18 038
 CK2856  PID         -  CK2856
 CK2856  STATE/COUNTY-  SC/DORCHESTER
 CK2856  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2856
 CK2856                         *CURRENT SURVEY CONTROL
 CK2856  ___________________________________________________________________
 CK2856* NAD 83(1986)-  32 55 43.     (N)    080 22 42.     (W)     SCALED    
 CK2856* NAVD 88     -         7.791  (meters)      25.56   (feet)  ADJUSTED  
 CK2856  ___________________________________________________________________
 CK2856  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 CK2856  DYNAMIC HT  -           7.782 (meters)      25.53  (feet)  COMP
 CK2856  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 CK2856
 CK2856  VERT ORDER  -  FIRST     CLASS II
 CK2856
 CK2856.The horizontal coordinates were scaled from a topographic map and have
 CK2856.an estimated accuracy of +/- 6 seconds.
 CK2856
 CK2856.The orthometric height was determined by differential leveling
 CK2856.and adjusted by the National Geodetic Survey in June 1991..
 CK2856
 CK2856.The geoid height was determined by GEOID03.
 CK2856
 CK2856.The dynamic height is computed by dividing the NAVD 88
 CK2856.geopotential number by the normal gravity value computed on the
 CK2856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2856.degrees latitude (g = 980.6199 gals.).
 CK2856
 CK2856.The modeled gravity was interpolated from observed gravity values.
 CK2856
 CK2856;                    North         East    Units  Estimated Accuracy
 CK2856;SPC SC       -   121,640.      667,740.      MT  (+/- 180 meters Scaled)
 CK2856
 CK2856                          SUPERSEDED SURVEY CONTROL
 CK2856
 CK2856  NGVD 29 (03/21/89)    8.083  (m)           26.52   (f) ADJUSTED    1 2
 CK2856
 CK2856.Superseded values are not recommended for survey control.
 CK2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2856.See file dsdata.txt to determine how the superseded data were derived.
 CK2856
 CK2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS581435(NAD 83)
 CK2856_MARKER: DB = BENCH MARK DISK
 CK2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2856_SP_SET: CONCRETE POST
 CK2856_STAMPING: VERT 18 038 1983
 CK2856_MARK LOGO: SCGS  
 CK2856_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2856
 CK2856  HISTORY     - Date     Condition        Report By
 CK2856  HISTORY     - 1983     MONUMENTED       SCGS
 CK2856  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 CK2856  HISTORY     - 20020807 MARK NOT FOUND   SCGS
 CK2856  HISTORY     - 20030618 MARK NOT FOUND   USPSQD
 CK2856
 CK2856                          STATION DESCRIPTION
 CK2856
 CK2856'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2856'9.7 KM (6.05 MI) SE FROM COTTAGVILLE.
 CK2856'9.7 KILOMETERS (6.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2856'FROM THE POST OFFICE IN COTTAGVILLE, SET IN THE NORTHWEST ANGLE OF THE
 CK2856'INTERSECTION WITH A SAND ROAD, 8.2 METERS (27.0 FEET) WEST-SOUTHWEST
 CK2856'OF THE APPROXIMATE CENTER OF THE SAND ROAD, 7.3 METERS (24.0 FEET)
 CK2856'SOUTH-SOUTHWEST OF A 20-INCH PINE TREE, 15.1 METERS (49.9 FEET)
 CK2856'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CK2856'THE MARK IS 0.60 METERS  ENE FROM A WITNESS POST.
 CK2856'THE MARK IS 0.30 M BELOW HIGHWAY.
 CK2856
 CK2856                          STATION RECOVERY (1993)
 CK2856
 CK2856'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK2856'MARK NOT FOUND.
 CK2856
 CK2856                          STATION RECOVERY (2002)
 CK2856
 CK2856'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2856'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, PULLED AVAILABLE
 CK2856'MEASUREMENTS,
 CK2856'PRESUMED DESTROYED BY RIGHT OF WAY MAINTENANCE.
 CK2856'RECOVERY BY J.B. SMOAK.
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856' 
 CK2856'
 CK2856
 CK2856                          STATION RECOVERY (2003)
 CK2856
 CK2856'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2856'SEARCHED NW QUADRANT OF SAND ROAD WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3114 ***********************************************************************
 CK3114  DESIGNATION -  18 039
 CK3114  PID         -  CK3114
 CK3114  STATE/COUNTY-  SC/DORCHESTER
 CK3114  USGS QUAD   -  STALLSVILLE (1979)
 CK3114
 CK3114                         *CURRENT SURVEY CONTROL
 CK3114  ___________________________________________________________________
 CK3114* NAD 83(1986)-  32 58 54.     (N)    080 07 39.     (W)     SCALED    
 CK3114* NAVD 88     -        17.206  (meters)      56.45   (feet)  ADJUSTED  
 CK3114  ___________________________________________________________________
 CK3114  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 CK3114  DYNAMIC HT  -          17.187 (meters)      56.39  (feet)  COMP
 CK3114  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 CK3114
 CK3114  VERT ORDER  -  FIRST     CLASS II
 CK3114
 CK3114.The horizontal coordinates were scaled from a topographic map and have
 CK3114.an estimated accuracy of +/- 6 seconds.
 CK3114
 CK3114.The orthometric height was determined by differential leveling
 CK3114.and adjusted by the National Geodetic Survey in June 1991..
 CK3114
 CK3114.The geoid height was determined by GEOID03.
 CK3114
 CK3114.The dynamic height is computed by dividing the NAVD 88
 CK3114.geopotential number by the normal gravity value computed on the
 CK3114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3114.degrees latitude (g = 980.6199 gals.).
 CK3114
 CK3114.The modeled gravity was interpolated from observed gravity values.
 CK3114
 CK3114;                    North         East    Units  Estimated Accuracy
 CK3114;SPC SC       -   127,690.      691,140.      MT  (+/- 180 meters Scaled)
 CK3114
 CK3114                          SUPERSEDED SURVEY CONTROL
 CK3114
 CK3114  NGVD 29 (03/21/89)   17.500  (m)           57.41   (f) ADJUSTED    1 2
 CK3114
 CK3114.Superseded values are not recommended for survey control.
 CK3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3114.See file dsdata.txt to determine how the superseded data were derived.
 CK3114
 CK3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS815495(NAD 83)
 CK3114_MARKER: DB = BENCH MARK DISK
 CK3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3114_SP_SET: CONCRETE POST
 CK3114_STAMPING: VERT 18 039 1983
 CK3114_MARK LOGO: SCGS  
 CK3114_PROJECTION: FLUSH
 CK3114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3114
 CK3114  HISTORY     - Date     Condition        Report By
 CK3114  HISTORY     - 1983     MONUMENTED       SCGS
 CK3114  HISTORY     - 1985     GOOD             SCGS
 CK3114  HISTORY     - 19930619 MARK NOT FOUND   USPSQD
 CK3114  HISTORY     - 20020917 MARK NOT FOUND   SCGS
 CK3114  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 CK3114
 CK3114                          STATION DESCRIPTION
 CK3114
 CK3114'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3114'2.7 KM (1.7 MI) WEST FROM LADSON.
 CK3114'2.7 KILOMETERS (1.7 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3114'ROAD) FROM THE POST OFFICE IN LADSON, SET NEAR THE SOUTH CORNER OF THE
 CK3114'BAPTIST TABERNACLE CHURCH, 46.9 METERS (154.0 FEET) NORTH-NORTHWEST OF
 CK3114'THE CENTERLINE OF THE COUNTY ROAD, 43.4 METERS (142.7 FEET) NORTH OF
 CK3114'POWER POLE NUMBER 205856 WITH A TRANSFORMER, 8.3 METERS (27.3 FEET)
 CK3114'EAST-NORTHEAST OF POWER POLE NUMBER 268127 WITH A STREET LIGHT,
 CK3114'0.8 METER (2.8 FEET) WEST OF THE SOUTH CORNER OF THE CHURCH.
 CK3114'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3114
 CK3114                          STATION RECOVERY (1985)
 CK3114
 CK3114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3114'RECOVERED IN GOOD CONDITION.
 CK3114
 CK3114                          STATION RECOVERY (1993)
 CK3114
 CK3114'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3114'MARK NOT FOUND.
 CK3114
 CK3114                          STATION RECOVERY (2002)
 CK3114
 CK3114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3114'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, A BROKEN POST WAS
 CK3114'FOUND AT THE
 CK3114'DESCRIBED SITE WITHOUT DISK. PRESUMED DESTROYED.
 CK3114'RECOVERY BY J.B. SMOAK.
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114' 
 CK3114'
 CK3114
 CK3114                          STATION RECOVERY (2003)
 CK3114
 CK3114'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3114'SEARCHED NEAR CORNER OF OLD CHURCH FOUNDATION WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3113 ***********************************************************************
 CK3113  DESIGNATION -  18 040
 CK3113  PID         -  CK3113
 CK3113  STATE/COUNTY-  SC/DORCHESTER
 CK3113  USGS QUAD   -  STALLSVILLE (1979)
 CK3113
 CK3113                         *CURRENT SURVEY CONTROL
 CK3113  ___________________________________________________________________
 CK3113* NAD 83(1986)-  32 58 19.     (N)    080 08 25.     (W)     SCALED    
 CK3113* NAVD 88     -         7.714  (meters)      25.31   (feet)  ADJUSTED  
 CK3113  ___________________________________________________________________
 CK3113  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 CK3113  DYNAMIC HT  -           7.705 (meters)      25.28  (feet)  COMP
 CK3113  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 CK3113
 CK3113  VERT ORDER  -  FIRST     CLASS II
 CK3113
 CK3113.The horizontal coordinates were scaled from a topographic map and have
 CK3113.an estimated accuracy of +/- 6 seconds.
 CK3113
 CK3113.The orthometric height was determined by differential leveling
 CK3113.and adjusted by the National Geodetic Survey in June 1991..
 CK3113
 CK3113.The geoid height was determined by GEOID03.
 CK3113
 CK3113.The dynamic height is computed by dividing the NAVD 88
 CK3113.geopotential number by the normal gravity value computed on the
 CK3113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3113.degrees latitude (g = 980.6199 gals.).
 CK3113
 CK3113.The modeled gravity was interpolated from observed gravity values.
 CK3113
 CK3113;                    North         East    Units  Estimated Accuracy
 CK3113;SPC SC       -   126,610.      689,960.      MT  (+/- 180 meters Scaled)
 CK3113
 CK3113                          SUPERSEDED SURVEY CONTROL
 CK3113
 CK3113  NGVD 29 (03/21/89)    8.008  (m)           26.27   (f) ADJUSTED    1 2
 CK3113
 CK3113.Superseded values are not recommended for survey control.
 CK3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3113.See file dsdata.txt to determine how the superseded data were derived.
 CK3113
 CK3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS803485(NAD 83)
 CK3113_MARKER: DB = BENCH MARK DISK
 CK3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3113_SP_SET: CONCRETE POST
 CK3113_STAMPING: VERT 18 040 1983
 CK3113_MARK LOGO: SCGS  
 CK3113_PROJECTION: RECESSED 7 CENTIMETERS
 CK3113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3113
 CK3113  HISTORY     - Date     Condition        Report By
 CK3113  HISTORY     - 1983     MONUMENTED       SCGS
 CK3113  HISTORY     - 19930619 GOOD             USPSQD
 CK3113  HISTORY     - 20020819 MARK NOT FOUND   SCGS
 CK3113  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 CK3113
 CK3113                          STATION DESCRIPTION
 CK3113
 CK3113'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3113'4.3 KM (2.7 MI) SW FROM LADSON.
 CK3113'4.3 KILOMETERS (2.7 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3113'ROAD) FROM THE POST OFFICE IN LADSON, SET NEAR THE NORTH CORNER OF A
 CK3113'CHAIN LINK FENCE THAT SURROUNDS A ONE-STORY HOUSE AT THE INTERSECTION
 CK3113'WITH COUNTY ROAD S-18-586, 29.9 METERS (98.0 FEET) EAST-NORTHEAST OF
 CK3113'POWER POLE NUMBER 99894, 8.5 METERS (27.8 FEET) SOUTH-SOUTHEAST OF THE
 CK3113'CENTERLINE OF COUNTY ROAD S-10-76, 2.0 METERS (6.4 FEET)
 CK3113'SOUTH-SOUTHWEST OF POWER POLE NUMBER 248371, 1.7 METERS (5.4 FEET)
 CK3113'WEST-NORTHWEST OF THE NORTH CORNER OF THE CHAIN LINK FENCE.
 CK3113'THE MARK IS 0.30 M BELOW COUNTY ROAD.
 CK3113
 CK3113                          STATION RECOVERY (1993)
 CK3113
 CK3113'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3113'RECOVERED IN GOOD CONDITION.
 CK3113
 CK3113                          STATION RECOVERY (2002)
 CK3113
 CK3113'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3113'NOT RECOVERED, SEARCHED 10 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 CK3113'TO AN AREA NOW
 CK3113'UNDER ROAD CONSTRUCTION.
 CK3113'RECOVERY BY T. HALL.
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113' 
 CK3113'
 CK3113
 CK3113                          STATION RECOVERY (2003)
 CK3113
 CK3113'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3113'SEARCHED NEAR CHAIN LINK FENCE WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3112 ***********************************************************************
 CK3112  DESIGNATION -  18 041
 CK3112  PID         -  CK3112
 CK3112  STATE/COUNTY-  SC/DORCHESTER
 CK3112  USGS QUAD   -  STALLSVILLE (1979)
 CK3112
 CK3112                         *CURRENT SURVEY CONTROL
 CK3112  ___________________________________________________________________
 CK3112* NAD 83(1986)-  32 57 55.     (N)    080 09 06.     (W)     SCALED    
 CK3112* NAVD 88     -         4.152  (meters)      13.62   (feet)  ADJUSTED  
 CK3112  ___________________________________________________________________
 CK3112  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 CK3112  DYNAMIC HT  -           4.147 (meters)      13.61  (feet)  COMP
 CK3112  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 CK3112
 CK3112  VERT ORDER  -  FIRST     CLASS II
 CK3112
 CK3112.The horizontal coordinates were scaled from a topographic map and have
 CK3112.an estimated accuracy of +/- 6 seconds.
 CK3112
 CK3112.The orthometric height was determined by differential leveling
 CK3112.and adjusted by the National Geodetic Survey in June 1991..
 CK3112
 CK3112.The geoid height was determined by GEOID03.
 CK3112
 CK3112.The dynamic height is computed by dividing the NAVD 88
 CK3112.geopotential number by the normal gravity value computed on the
 CK3112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3112.degrees latitude (g = 980.6199 gals.).
 CK3112
 CK3112.The modeled gravity was interpolated from observed gravity values.
 CK3112
 CK3112;                    North         East    Units  Estimated Accuracy
 CK3112;SPC SC       -   125,860.      688,900.      MT  (+/- 180 meters Scaled)
 CK3112
 CK3112                          SUPERSEDED SURVEY CONTROL
 CK3112
 CK3112  NGVD 29 (03/21/89)    4.446  (m)           14.59   (f) ADJUSTED    1 2
 CK3112
 CK3112.Superseded values are not recommended for survey control.
 CK3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3112.See file dsdata.txt to determine how the superseded data were derived.
 CK3112
 CK3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS792477(NAD 83)
 CK3112_MARKER: DB = BENCH MARK DISK
 CK3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3112_SP_SET: CONCRETE POST
 CK3112_STAMPING: VERT 18 041 1983
 CK3112_MARK LOGO: SCGS  
 CK3112_PROJECTION: RECESSED 7 CENTIMETERS
 CK3112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3112
 CK3112  HISTORY     - Date     Condition        Report By
 CK3112  HISTORY     - 1983     MONUMENTED       SCGS
 CK3112  HISTORY     - 19960405 GOOD             USPSQD
 CK3112  HISTORY     - 20020819 MARK NOT FOUND   SCGS
 CK3112  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 CK3112
 CK3112                          STATION DESCRIPTION
 CK3112
 CK3112'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3112'5.6 KM (3.5 MI) SW FROM LADSON.
 CK3112'5.6 KILOMETERS (3.5 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3112'ROAD) FROM THE POST OFFICE IN LADSON, SET NEAR A LIGHT POLE AT THE
 CK3112'BACK SIDE OF THE OLD FORT FIRE DEPARTMENT, 62.5 METERS (204.9 FEET)
 CK3112'NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 20.0 METERS
 CK3112'(65.7 FEET) NORTH OF THE SOUTHWEST CORNER OF THE FIRE STATION,
 CK3112'11.7 METERS (38.8 FEET) SOUTHWEST OF THE WEST CORNER OF A SMALL BRICK
 CK3112'BUILDING (PUMPING STATION RR), 1.4 METERS (4.4 FEET) SOUTH-SOUTHEAST
 CK3112'OF THE LIGHT POLE NUMBER 117175.
 CK3112'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3112
 CK3112                          STATION RECOVERY (1996)
 CK3112
 CK3112'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK3112'RECOVERED IN GOOD CONDITION.
 CK3112
 CK3112                          STATION RECOVERY (2002)
 CK3112
 CK3112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3112'NOT RECOVERED, SEARCHED 20 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 CK3112'TO AN AREA
 CK3112'WHICH HAS BEEN RECENTLY RE-GRADED DUE TO IMPROVEMENTS OF A NEARBY FIRE
 CK3112'STATION.
 CK3112'RECOVERY BY T. HALL.
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112' 
 CK3112'
 CK3112
 CK3112                          STATION RECOVERY (2003)
 CK3112
 CK3112'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3112'SEARCHED NEAR BRICK PUMPING STATION WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3111 ***********************************************************************
 CK3111  DESIGNATION -  18 042
 CK3111  PID         -  CK3111
 CK3111  STATE/COUNTY-  SC/DORCHESTER
 CK3111  USGS QUAD   -  STALLSVILLE (1979)
 CK3111
 CK3111                         *CURRENT SURVEY CONTROL
 CK3111  ___________________________________________________________________
 CK3111* NAD 83(1986)-  32 57 13.     (N)    080 09 41.     (W)     SCALED    
 CK3111* NAVD 88     -         6.875  (meters)      22.56   (feet)  ADJUSTED  
 CK3111  ___________________________________________________________________
 CK3111  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 CK3111  DYNAMIC HT  -           6.868 (meters)      22.53  (feet)  COMP
 CK3111  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 CK3111
 CK3111  VERT ORDER  -  FIRST     CLASS II
 CK3111
 CK3111.The horizontal coordinates were scaled from a topographic map and have
 CK3111.an estimated accuracy of +/- 6 seconds.
 CK3111
 CK3111.The orthometric height was determined by differential leveling
 CK3111.and adjusted by the National Geodetic Survey in June 1991..
 CK3111
 CK3111.The geoid height was determined by GEOID03.
 CK3111
 CK3111.The dynamic height is computed by dividing the NAVD 88
 CK3111.geopotential number by the normal gravity value computed on the
 CK3111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3111.degrees latitude (g = 980.6199 gals.).
 CK3111
 CK3111.The modeled gravity was interpolated from observed gravity values.
 CK3111
 CK3111;                    North         East    Units  Estimated Accuracy
 CK3111;SPC SC       -   124,560.      688,000.      MT  (+/- 180 meters Scaled)
 CK3111
 CK3111                          SUPERSEDED SURVEY CONTROL
 CK3111
 CK3111  NGVD 29 (03/21/89)    7.169  (m)           23.52   (f) ADJUSTED    1 2
 CK3111
 CK3111.Superseded values are not recommended for survey control.
 CK3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3111.See file dsdata.txt to determine how the superseded data were derived.
 CK3111
 CK3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS783464(NAD 83)
 CK3111_MARKER: DD = SURVEY DISK
 CK3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3111_SP_SET: CONCRETE POST
 CK3111_STAMPING: VERT 18 042 1983
 CK3111_MARK LOGO: SCGS  
 CK3111_PROJECTION: RECESSED 13 CENTIMETERS
 CK3111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3111+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 CK3111
 CK3111  HISTORY     - Date     Condition        Report By
 CK3111  HISTORY     - 1983     MONUMENTED       SCGS
 CK3111  HISTORY     - 19960405 GOOD             USPSQD
 CK3111  HISTORY     - 20020819 GOOD             SCGS
 CK3111  HISTORY     - 20030619 GOOD             USPSQD
 CK3111
 CK3111                          STATION DESCRIPTION
 CK3111
 CK3111'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3111'7.2 KM (4.5 MI) SW FROM LADSON.
 CK3111'7.2 KILOMETERS (4.5 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3111'ROAD) FROM THE POST OFFICE IN LADSON, SET NEAR A LIGHT POLE IN FRONT
 CK3111'OF AN APARTMENT COMPLEX AT THE INTERSECTION OF ALMA STREET, 5.3 METERS
 CK3111'(17.7 FEET) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE APARTMENT
 CK3111'BUILDING, 2.4 METERS (8.0 FEET) WEST-SOUTHWEST OF THE LIGHT POLE,
 CK3111'19.7 METERS (64.5 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF ALMA
 CK3111'STREET, 14.0 METERS (46.0 FEET) EAST-NORTHEAST OF POWER POLE NUMBER
 CK3111'92482, 11.2 METERS (36.8 FEET) SOUTHEAST OF THE CENTERLINE OF COUNTY
 CK3111'ROAD S-10-76 (LADSON ROAD).
 CK3111'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3111
 CK3111                          STATION RECOVERY (1996)
 CK3111
 CK3111'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK3111'RECOVERED IN GOOD CONDITION.
 CK3111
 CK3111                          STATION RECOVERY (2002)
 CK3111
 CK3111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3111'STATION IS LOCATED 4.5 MILES SOUTH OF SUMMERVILLE, 28.8 MILES
 CK3111'SOUTHEAST OF SAINT
 CK3111'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK3111'COLUMBIA, SC
 CK3111'29202, PHONE 803-737-1350.
 CK3111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3111'BRIDGE ROAD) AND
 CK3111'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3111'SOUTHWEST OF
 CK3111'SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 642 FOR 2.55 MILES TO THE
 CK3111'JUNCTION OF
 CK3111'STATE ROAD 76 (LADSON ROAD), TURN LEFT ON ROAD 76 FOR 0.1 MILE TO THE
 CK3111'STATION
 CK3111'ON THE RIGHT NEAR A BRICK APARTMENT BUILDING (TRANQUIL TOWNHOUSE) IN
 CK3111'THE
 CK3111'NORTH ANGLE OF STATE ROAD 284 (ALMA DRIVE).
 CK3111'STATION IS A CONCRETE POST RECESSED 0.4 FOOT AND 0.5 FOOT BELOW THE
 CK3111'ROAD, 21.8 FEET
 CK3111'NORTHEAST OF A POWER POLE NUMBER 92482 WITH THREE GUY WIRES, 25.0 FEET
 CK3111'EAST
 CK3111'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF ROAD 76, 64.5 FEET
 CK3111'NORTH
 CK3111'NORTHEAST OF THE CENTER OF ROAD 284, 32.0 FEET NORTH NORTHEAST OF A
 CK3111'FIRE HYDRANT,
 CK3111'17.9 FEET NORTH NORTHWEST OF THE WEST CORNER OF THE BUILDING, 8.0 FEET
 CK3111'WEST
 CK3111'SOUTHWEST OF A FIBERGLASS SECURITY LIGHT POLE.
 CK3111'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 CK3111'RECOVERED BY T. HALL.
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111' 
 CK3111'
 CK3111
 CK3111                          STATION RECOVERY (2003)
 CK3111
 CK3111'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3111'MARK IS NOW 3 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2835 ***********************************************************************
 CK2835  HT_MOD      -  This is a Height Modernization Survey Station.
 CK2835  DESIGNATION -  18 043
 CK2835  PID         -  CK2835
 CK2835  STATE/COUNTY-  SC/DORCHESTER
 CK2835  USGS QUAD   -  STALLSVILLE (1979)
 CK2835
 CK2835                         *CURRENT SURVEY CONTROL
 CK2835  ___________________________________________________________________
 CK2835* NAD 83(2001)-  32 56 52.80741(N)    080 12 18.74639(W)     ADJUSTED  
 CK2835* NAVD 88     -         7.18   (meters)      23.6    (feet)  GPS OBS   
 CK2835  ___________________________________________________________________
 CK2835  X           -     911,433.266 (meters)                     COMP
 CK2835  Y           -  -5,279,496.552 (meters)                     COMP
 CK2835  Z           -   3,449,107.061 (meters)                     COMP
 CK2835  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 CK2835  ELLIP HEIGHT-         -25.24  (meters)          (10/16/03) GPS OBS
 CK2835  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 CK2835  DYNAMIC HT  -           7.17  (meters)      23.5   (feet)  COMP
 CK2835  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 CK2835
 CK2835  HORZ ORDER  -  FIRST
 CK2835  VERT ORDER  -  FIRST     CLASS II (See Below)
 CK2835  ELLP ORDER  -  FOURTH    CLASS II
 CK2835
 CK2835.The horizontal coordinates were established by GPS observations
 CK2835.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 CK2835
 CK2835.The orthometric height was determined by GPS observations and a
 CK2835.high-resolution geoid model using precise GPS observation and
 CK2835.processing techniques. It supersedes the leveled height previously
 CK2835.determined for this station.
 CK2835.The vertical order pertains to the first NAVD 88 superseded value.
 CK2835
 CK2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2835
 CK2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2835
 CK2835.The ellipsoidal height was determined by GPS observations
 CK2835.and is referenced to NAD 83.
 CK2835
 CK2835.The geoid height was determined by GEOID03.
 CK2835
 CK2835.The dynamic height is computed by dividing the NAVD 88
 CK2835.geopotential number by the normal gravity value computed on the
 CK2835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2835.degrees latitude (g = 980.6199 gals.).
 CK2835
 CK2835.The modeled gravity was interpolated from observed gravity values.
 CK2835
 CK2835;                    North         East     Units Scale Factor Converg.
 CK2835;SPC SC       -   123,902.354   683,909.246   MT  0.99987231   +0 26 26.3
 CK2835;SPC SC       -   406,503.79  2,243,796.74   iFT  0.99987231   +0 26 26.3
 CK2835;UTM  17      - 3,645,802.727   574,290.721   MT  0.99966805   +0 25 56.2
 CK2835
 CK2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2835!SPC SC       -   1.00000396  x   0.99987231  =   0.99987627
 CK2835!UTM  17      -   1.00000396  x   0.99966805  =   0.99967201
 CK2835
 CK2835                          SUPERSEDED SURVEY CONTROL
 CK2835
 CK2835  NAD 83(1986)-  32 56 52.81755(N)    080 12 18.74982(W) AD(       ) 1
 CK2835  NAVD 88 (06/15/91)    7.157  (m)           23.48   (f) ADJUSTED    1 2
 CK2835  NGVD 29 (03/21/89)    7.451  (m)           24.45   (f) ADJUSTED    1 2
 CK2835
 CK2835.Superseded values are not recommended for survey control.
 CK2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2835.See file dsdata.txt to determine how the superseded data were derived.
 CK2835
 CK2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7429145803(NAD 83)
 CK2835_MARKER: DD = SURVEY DISK
 CK2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2835_SP_SET: CONCRETE POST
 CK2835_STAMPING: VERT 18 043 1984
 CK2835_MARK LOGO: SCGS  
 CK2835_PROJECTION: FLUSH
 CK2835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2835+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002
 CK2835
 CK2835  HISTORY     - Date     Condition        Report By
 CK2835  HISTORY     - 1984     MONUMENTED       SCGS
 CK2835  HISTORY     - 20020805 GOOD             SCGS
 CK2835  HISTORY     - 20030620 MARK NOT FOUND   USPSQD
 CK2835
 CK2835                          STATION DESCRIPTION
 CK2835
 CK2835'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2835'IN COOKE CROSSROADS.
 CK2835'AT THE JUNCTION OF STATE HIGHWAYS 61 AND 165 (COOKE CROSSROADS), SET
 CK2835'NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF THE TWO STATE HIGHWAYS,
 CK2835'31.7 METERS (104.0 FEET) EAST-SOUTHEAST OF THE CENTER LINE OF STATE
 CK2835'HIGHWAY 165, 11.6 METERS (38.0 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE
 CK2835'OF STATE HIGHWAY 61, 14.3 METERS (47.0 FEET) EAST-NORTHEAST OF THE
 CK2835'NORTHEAST CORNER OF A CINDER BLOCK BUILDING, 1.0 METER (3.3 FEET) EAST
 CK2835'OF A POWER POLE NUMBER 81935, 15.4 METERS (50.8 FEET) WEST-NORTHWEST
 CK2835'OF THE APPROXIMATE CENTER OF THE EAST ENTRANCE DRIVE TO THE BLOCK
 CK2835'BUILDING, 0.8 METER (2.8 FEET) SOUTHEAST OF BENCH MARK 43 RFJ USGS.
 CK2835'THE MARK IS 0.80 METERS  SE FROM A WITNESS POST.
 CK2835'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2835
 CK2835                          STATION RECOVERY (2002)
 CK2835
 CK2835'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2835'STATION IS LOCATED NEAR A POWER LINE STUB POLE IN THE SOUTHEAST ANGLE
 CK2835'OF THE
 CK2835'JUNCTION OF STATE HIGHWAYS 61 AND 165, 5.1 MILES SOUTH SOUTHWEST OF
 CK2835'SUMMERVILLE, 27.0
 CK2835'MILE SOUTHEAST OF SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF
 CK2835'PRECONSTRUCTION, P.O.
 CK2835'BOX 191, COLUMBIA, SC 29212, PHONE 803-737-1350.
 CK2835'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 CK2835'HIGHWAY 61,
 CK2835'38.8 FEET SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY 61, 103.2 FEET
 CK2835'SOUTHEAST
 CK2835'OF THE CENTER OF HIGHWAY 165, 3.0 FEET EAST SOUTHEAST OF THE POWER
 CK2835'LINE STUB
 CK2835'POLE NUMBER 81935, 2.7 FEET SOUTHEAST OF BENCH MARK 43 RFJ, 2.7 FEET
 CK2835'SOUTHEAST
 CK2835'OF A WITNESS POST.
 CK2835'RECOVERED BY J.B. SMOAK.
 CK2835' 
 CK2835' 
 CK2835' 
 CK2835' 
 CK2835' 
 CK2835' 
 CK2835' 
 CK2835' 
 CK2835' 
 CK2835' 
 CK2835' 
 CK2835'
 CK2835
 CK2835                          STATION RECOVERY (2003)
 CK2835
 CK2835'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2835'SEARCHED E OF PP 81935 AND SE OF 43 RFJ WITH MICRONTA 4001 AND PROBED.
 CK2835' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3117 ***********************************************************************
 CK3117  DESIGNATION -  18 044
 CK3117  PID         -  CK3117
 CK3117  STATE/COUNTY-  SC/DORCHESTER
 CK3117  USGS QUAD   -  STALLSVILLE (1979)
 CK3117
 CK3117                         *CURRENT SURVEY CONTROL
 CK3117  ___________________________________________________________________
 CK3117* NAD 83(1986)-  32 57 52.     (N)    080 11 32.     (W)     SCALED    
 CK3117* NAVD 88     -        15.437  (meters)      50.65   (feet)  ADJUSTED  
 CK3117  ___________________________________________________________________
 CK3117  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 CK3117  DYNAMIC HT  -          15.421 (meters)      50.59  (feet)  COMP
 CK3117  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 CK3117
 CK3117  VERT ORDER  -  FIRST     CLASS II
 CK3117
 CK3117.The horizontal coordinates were scaled from a topographic map and have
 CK3117.an estimated accuracy of +/- 6 seconds.
 CK3117
 CK3117.The orthometric height was determined by differential leveling
 CK3117.and adjusted by the National Geodetic Survey in June 1991..
 CK3117
 CK3117.The geoid height was determined by GEOID03.
 CK3117
 CK3117.The dynamic height is computed by dividing the NAVD 88
 CK3117.geopotential number by the normal gravity value computed on the
 CK3117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3117.degrees latitude (g = 980.6199 gals.).
 CK3117
 CK3117.The modeled gravity was interpolated from observed gravity values.
 CK3117
 CK3117;                    North         East    Units  Estimated Accuracy
 CK3117;SPC SC       -   125,740.      685,110.      MT  (+/- 180 meters Scaled)
 CK3117
 CK3117                          SUPERSEDED SURVEY CONTROL
 CK3117
 CK3117  NGVD 29 (03/21/89)   15.732  (m)           51.61   (f) ADJUSTED    1 2
 CK3117
 CK3117.Superseded values are not recommended for survey control.
 CK3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3117.See file dsdata.txt to determine how the superseded data were derived.
 CK3117
 CK3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS754476(NAD 83)
 CK3117_MARKER: DD = SURVEY DISK
 CK3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3117_SP_SET: CONCRETE POST
 CK3117_STAMPING: VERT 18 044 1984
 CK3117_MARK LOGO: SCGS  
 CK3117_PROJECTION: RECESSED 15 CENTIMETERS
 CK3117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3117+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CK3117
 CK3117  HISTORY     - Date     Condition        Report By
 CK3117  HISTORY     - 1984     MONUMENTED       SCGS
 CK3117  HISTORY     - 20020814 GOOD             SCGS
 CK3117  HISTORY     - 20030620 GOOD             USPSQD
 CK3117
 CK3117                          STATION DESCRIPTION
 CK3117
 CK3117'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3117'6.1 KM (3.8 MI) SW FROM SUMMERVILLE.
 CK3117'14.6 KILOMETERS (9.1 MILES) NORTHWEST ALONG STATE HIGHWAY 642 FROM THE
 CK3117'MAIN ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET AT THE
 CK3117'INTERSECTION OF COUNTY ROAD S-18-616 IN FRONT OF A BRICK MONUMENT AT
 CK3117'THE ENTRANCE TO THE ASHBOROUGH RESIDENTIAL COMMUNITY, 18.9 METERS
 CK3117'(62.2 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE STATE HIGHWAY,
 CK3117'5.8 METERS (19.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 CK3117'EXIT ROAD, 7.2 METERS (23.5 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 CK3117'CENTER OF THE ENTRANCE ROAD, 0.9 METER (3.0 FEET) NORTH-NORTHEAST OF
 CK3117'THE BRICK MONUMENT.
 CK3117'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CK3117
 CK3117                          STATION RECOVERY (2002)
 CK3117
 CK3117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3117'STATION IS LOCATED 3.8 MILES SOUTH SOUTHWEST OF SUMMERVILLE, 26.9
 CK3117'MILES SOUTHEAST OF
 CK3117'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3117'191, COLUMBIA, SC
 CK3117'29202, PHONE 803-737-1350.
 CK3117'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3117'BRIDGE ROAD) AND
 CK3117'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3117'SOUTHWEST OF
 CK3117'SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 642 FOR 0.55 MILE TO THE STATION
 CK3117'ON THE RIGHT
 CK3117'NEAR A POWER POLE AND A BRICK ENTRANCE PILLAR IN A PLANTED MEDIAN
 CK3117'BETWEEN THE EXIT
 CK3117'AND ENTRANCE LANES FOR THE JUNCTION OF STATE ROAD 616 (ASHBOROUGH
 CK3117'AVENUE).
 CK3117'STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND LEVEL WITH THE
 CK3117'HIGHWAY, 60.8 FEET
 CK3117'SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.3 FEET EAST NORTHEAST
 CK3117'OF THE POWER
 CK3117'POLE NUMBER 423507 WITH A STREET LIGHT, 8.3 FEET NORTHWEST OF THE EAST
 CK3117'CORNER OF THE
 CK3117'BRICK PILLAR, 12.0 FEET EAST SOUTHEAST OF THE NORTH CORNER OF THE
 CK3117'BRICK PILLAR, 52.8 FEET
 CK3117'WEST NORTHWEST OF SURVEY STATION N 1.
 CK3117'RECOVERED BY J.B. SMOAK.
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117' 
 CK3117'
 CK3117
 CK3117                          STATION RECOVERY (2003)
 CK3117
 CK3117'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3117'MARKER IS NOW 4 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3109 ***********************************************************************
 CK3109  DESIGNATION -  18 045
 CK3109  PID         -  CK3109
 CK3109  STATE/COUNTY-  SC/DORCHESTER
 CK3109  USGS QUAD   -  STALLSVILLE (1979)
 CK3109
 CK3109                         *CURRENT SURVEY CONTROL
 CK3109  ___________________________________________________________________
 CK3109* NAD 83(1986)-  32 56 36.     (N)    080 09 12.     (W)     SCALED    
 CK3109* NAVD 88     -         7.829  (meters)      25.69   (feet)  ADJUSTED  
 CK3109  ___________________________________________________________________
 CK3109  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 CK3109  DYNAMIC HT  -           7.821 (meters)      25.66  (feet)  COMP
 CK3109  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 CK3109
 CK3109  VERT ORDER  -  FIRST     CLASS II
 CK3109
 CK3109.The horizontal coordinates were scaled from a topographic map and have
 CK3109.an estimated accuracy of +/- 6 seconds.
 CK3109
 CK3109.The orthometric height was determined by differential leveling
 CK3109.and adjusted by the National Geodetic Survey in June 1991..
 CK3109
 CK3109.The geoid height was determined by GEOID03.
 CK3109
 CK3109.The dynamic height is computed by dividing the NAVD 88
 CK3109.geopotential number by the normal gravity value computed on the
 CK3109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3109.degrees latitude (g = 980.6199 gals.).
 CK3109
 CK3109.The modeled gravity was interpolated from observed gravity values.
 CK3109
 CK3109;                    North         East    Units  Estimated Accuracy
 CK3109;SPC SC       -   123,420.      688,760.      MT  (+/- 180 meters Scaled)
 CK3109
 CK3109                          SUPERSEDED SURVEY CONTROL
 CK3109
 CK3109  NGVD 29 (03/21/89)    8.123  (m)           26.65   (f) ADJUSTED    1 2
 CK3109
 CK3109.Superseded values are not recommended for survey control.
 CK3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3109.See file dsdata.txt to determine how the superseded data were derived.
 CK3109
 CK3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS791453(NAD 83)
 CK3109_MARKER: DD = SURVEY DISK
 CK3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3109_SP_SET: CONCRETE POST
 CK3109_STAMPING: VERT 18 045 1984
 CK3109_MARK LOGO: SCGS  
 CK3109_PROJECTION: FLUSH
 CK3109_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3109+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 CK3109
 CK3109  HISTORY     - Date     Condition        Report By
 CK3109  HISTORY     - 1984     MONUMENTED       SCGS
 CK3109  HISTORY     - 19960405 MARK NOT FOUND   USPSQD
 CK3109  HISTORY     - 20020814 GOOD             SCGS
 CK3109  HISTORY     - 20030619 GOOD             USPSQD
 CK3109
 CK3109                          STATION DESCRIPTION
 CK3109
 CK3109'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3109'8.5 KM (5.3 MI) SSE FROM SUMMERVILLE.
 CK3109'10.05 KILOMETERS (6.25 MILES) NORTHWEST ALONG STATE HIGHWAY 642 FROM
 CK3109'THE MAIN ENTRANCE TO THE CHARLESTON AIR FORCE BASE, SET NEAR A POWER
 CK3109'POLE, 43.4 METERS (142.7 FEET) EAST OF THE NORTHEAST CORNER OF A
 CK3109'TWO-STORY BRICK HOUSE, 16.5 METERS (54.0 FEET) WEST-SOUTHWEST OF THE
 CK3109'CENTERLINE OF THE STATE HIGHWAY, 11.4 METERS (37.8 FEET)
 CK3109'NORTH-NORTHWEST OF A BLAZED 16-INCH PINE TREE, 1.4 METERS (4.6 FEET)
 CK3109'SOUTH-SOUTHWEST OF POWER POLE NUMBER 196420, 0.9 METER (3.0 FEET)
 CK3109'SOUTHEAST OF P 1 BCD.
 CK3109'THE MARK IS 0.40 METERS  ENE FROM A WITNESS POST.
 CK3109'THE MARK IS 0.60 M ABOVE THE HIGHWAY.
 CK3109
 CK3109                          STATION RECOVERY (1996)
 CK3109
 CK3109'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK3109'MARK NOT FOUND.
 CK3109
 CK3109                          STATION RECOVERY (2002)
 CK3109
 CK3109'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3109'STATION IS LOCATED 3.8 MILES SOUTHWEST OF LADSON, 5.4 MILES SOUTH
 CK3109'SOUTHEAST OF
 CK3109'SUMMERVILLE, 29.6 MILES SOUTHEAST OF SAINT GEORGE. OWNERSHIP--SCDOT,
 CK3109'DIRECTOR OF
 CK3109'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3109'BRIDGE ROAD) AND
 CK3109'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3109'SOUTHWEST OF
 CK3109'SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 642 FOR 2.4 MILES TO THE JUNCTION
 CK3109'OF STATE
 CK3109'ROAD 199 (TROLLEY ROAD), CONTINUE ON HIGHWAY 642 FOR 1.0 MILE TO THE
 CK3109'STATION ON THE
 CK3109'RIGHT NEAR A POWER POLE.
 CK3109'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3109'HIGHWAY,
 CK3109'54.4 FEET WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 CK3109'HIGHWAY, 4.2 FEET SOUTH SOUTHWEST OF THE POWER POLE NUMBER 196420,
 CK3109'93.2 FEET
 CK3109'SOUTHEAST OF A TELEPHONE JUNCTION BOX AT A WOODEN FENCE CORNER, 18.4
 CK3109'FEET
 CK3109'NORTHEAST OF A 1.0-FOOT MAPLE TREE WITH A SCGS REFERENCE WASHER
 CK3109'ATTACHED, 3.0
 CK3109'FEET SOUTHEAST OF SURVEY STATION P 1.
 CK3109'RECOVERED BY J.B. SMOAK.
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109' 
 CK3109'
 CK3109
 CK3109                          STATION RECOVERY (2003)
 CK3109
 CK3109'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3048 ***********************************************************************
 CK3048  DESIGNATION -  18 046
 CK3048  PID         -  CK3048
 CK3048  STATE/COUNTY-  SC/DORCHESTER
 CK3048  USGS QUAD   -  STALLSVILLE (1979)
 CK3048
 CK3048                         *CURRENT SURVEY CONTROL
 CK3048  ___________________________________________________________________
 CK3048* NAD 83(2001)-  32 58 24.36465(N)    080 14 10.51192(W)     ADJUSTED  
 CK3048* NAVD 88     -        19.418  (meters)      63.71   (feet)  ADJUSTED  
 CK3048  ___________________________________________________________________
 CK3048  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 CK3048  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 CK3048  DYNAMIC HT  -          19.397 (meters)      63.64  (feet)  COMP
 CK3048  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 CK3048
 CK3048  HORZ ORDER  -  SECOND
 CK3048  VERT ORDER  -  FIRST     CLASS II
 CK3048
 CK3048.The horizontal coordinates were established by classical geodetic methods
 CK3048.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 CK3048
 CK3048.The orthometric height was determined by differential leveling
 CK3048.and adjusted by the National Geodetic Survey in June 1991..
 CK3048
 CK3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3048
 CK3048.The geoid height was determined by GEOID03.
 CK3048
 CK3048.The dynamic height is computed by dividing the NAVD 88
 CK3048.geopotential number by the normal gravity value computed on the
 CK3048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3048.degrees latitude (g = 980.6199 gals.).
 CK3048
 CK3048.The modeled gravity was interpolated from observed gravity values.
 CK3048
 CK3048;                    North         East     Units Scale Factor Converg.
 CK3048;SPC SC       -   126,700.589   680,985.810   MT  0.99986687   +0 25 24.3
 CK3048;SPC SC       -   415,684.35  2,234,205.41   iFT  0.99986687   +0 25 24.3
 CK3048;UTM  17      - 3,648,600.801   571,368.275   MT  0.99966280   +0 24 56.5
 CK3048
 CK3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3048!SPC SC       -   1.00000203  x   0.99986687  =   0.99986890
 CK3048!UTM  17      -   1.00000203  x   0.99966280  =   0.99966483
 CK3048
 CK3048:                Primary Azimuth Mark                     Grid Az
 CK3048:SPC SC       -  18 046 AZ MK                             275 52 24.4
 CK3048:UTM  17      -  18 046 AZ MK                             275 52 52.2
 CK3048
 CK3048|---------------------------------------------------------------------|
 CK3048| PID    Reference Object                     Distance      Geod. Az  |
 CK3048|                                                           dddmmss.s |
 CK3048| CK3049 18 046 AZ MK                        497.421 METERS 2761748.7 |
 CK3048|---------------------------------------------------------------------|
 CK3048
 CK3048                          SUPERSEDED SURVEY CONTROL
 CK3048
 CK3048  NAD 83(1986)-  32 58 24.37499(N)    080 14 10.51495(W) AD(       ) 2
 CK3048  NAD 83(1986)-  32 58 24.37580(N)    080 14 10.51672(W) AD(       ) 2
 CK3048  NAVD 88 (10/16/03)   19.43   (m)           63.7    (f) LEVELING    3  
 CK3048  NGVD 29 (03/21/89)   19.712  (m)           64.67   (f) ADJUSTED    1 2
 CK3048
 CK3048.Superseded values are not recommended for survey control.
 CK3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3048.See file dsdata.txt to determine how the superseded data were derived.
 CK3048
 CK3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7136848601(NAD 83)
 CK3048_MARKER: DD = SURVEY DISK
 CK3048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3048_SP_SET: CONCRETE POST
 CK3048_STAMPING: HORZ 18 046 1984
 CK3048_MARK LOGO: SCGS  
 CK3048_PROJECTION: RECESSED 5 CENTIMETERS
 CK3048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3048+STABILITY: SURFACE MOTION
 CK3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3048+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CK3048
 CK3048  HISTORY     - Date     Condition        Report By
 CK3048  HISTORY     - 1984     MONUMENTED       SCGS
 CK3048  HISTORY     - 1984     GOOD             SCGS
 CK3048  HISTORY     - 19910508 GOOD             SCGS
 CK3048  HISTORY     - 20020819 GOOD             SCGS
 CK3048  HISTORY     - 20030620 GOOD             USPSQD
 CK3048
 CK3048                          STATION DESCRIPTION
 CK3048
 CK3048'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK3048'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI)
 CK3048'SOUTH-SOUTHWEST OF SUMMERVILLE, 8.5 KM (5.3 MI) SOUTHWEST OF
 CK3048'LINCOLNVILLE AND 4.2 KM (2.6 MI) NORTHWEST OF COOKS CROSSROADS.
 CK3048'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK3048'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK3048'SC 29210, PHONE 803-758-6434.
 CK3048'
 CK3048'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 165 AND 61
 CK3048'AT COOKS CROSSROADS, GO NORTHEAST ALONG STATE HIGHWAY 165 FOR 1.9
 CK3048'KM (1.2 MI) TO THE JUNCTION OF STATE HIGHWAY 642 (DORCHESTER ROAD).
 CK3048'TURN LEFT WESTERLY AND GO 3.3 KM (2.05 MI) TO THE STATION ON THE
 CK3048'RIGHT IN THE SOUTHWEST CORNER OF A LARGE YARD TO A BRICK HOUSE.
 CK3048'
 CK3048'THE STATION IS A STANDARD SCGS DISK
 CK3048'STAMPED---HORZ 18 046 1984---,
 CK3048'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK3048'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK3048'43.0 METERS (141.0 FT) WEST FROM A POWER POLE NUMBER 153947,
 CK3048'11.6 METERS (38.0 FT) EAST FROM THE APPROXIMATE CENTER OF A DIRT
 CK3048'DRIVE,
 CK3048'11.3 METERS (37.0 FT) NORTH FROM THE APPROXIMATE CENTER OF HIGHWAY
 CK3048'642,
 CK3048'1.2 METERS (3.9 FT) EAST-NORTHEAST FROM A CEMENT PROPERTY MARKER AND
 CK3048'1.2 METERS (3.9 FT) EAST FROM A METAL WITNESS POST.
 CK3048'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK3048'STAMPED---HORZ 18 046 1984---,
 CK3048'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK3048'
 CK3048'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK3048'STAMPED---AZ MK 18 046 1984---,
 CK3048'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK3048'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK3048'10.8 METERS (35.5 FT) NORTH FROM THE CENTER LINE OF ROAD,
 CK3048'1.1 METERS (3.5 FT) SOUTHEAST FROM A POWER POLE NUMBER 190221 WITH
 CK3048'TRANSFORMER,
 CK3048'0.9 METER (3.0 FT) SOUTH FROM A CAGE WIRE FENCE AND
 CK3048'0.7 METER (2.3 FT) SOUTH FROM A METAL WITNESS POST.
 CK3048'TO REACH THE AZIMUTH FROM THE STATION,
 CK3048'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.5 KM (0.3 MI) ON HIGHWAY
 CK3048'642 TO THE AZIMUTH MARK ON THE RIGHT BY A POWER POLE.
 CK3048'
 CK3048'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 CK3048'
 CK3048'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK3048'
 CK3048'AN EDM TRAVERSE WAS MADE TO 18 046 SCGS AZ MK.
 CK3048'
 CK3048'DESCRIBED BY MARK D. THACKRAH.
 CK3048
 CK3048                          STATION RECOVERY (1984)
 CK3048
 CK3048'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3048'7.7 KM (4.8 MI) SW FROM SUMMERVILLE.
 CK3048'THE MARK IS 1.50 M ABOVE HIGHWAY.
 CK3048'3.5 KILOMETERS (2.2 MILES) WESTERLY ALONG STATE HIGHWAY 642 FROM THE
 CK3048'JUNCTION OF STATE HIGHWAY 165, WHICH IS ABOUT 6.4 KILOMETERS (4.0
 CK3048'MILES) SOUTHWEST OF SUMMERVILLE, SET IN THE SOUTHWEST CORNER OF A
 CK3048'LARGE YARD WITH A ONE STORY BRICK HOUSE, 130.1 METERS (427.0 FEET)
 CK3048'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 42.8 METERS (140.4
 CK3048'FEET) WEST-NORTHWEST OF A POWER POLE THAT SERVICES THE HOUSE,
 CK3048'11.6 METERS (38.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A
 CK3048'SAND ROAD, 11.2 METERS (36.7 FEET) NORTH-NORTHEAST OF THE CENTERLINE
 CK3048'OF THE HIGHWAY.
 CK3048'THE MARK IS 1.10 METERS  ESE FROM A WITNESS POST.
 CK3048
 CK3048                          STATION RECOVERY (1991)
 CK3048
 CK3048'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3048'RECOVERED IN GOOD CONDITION.
 CK3048
 CK3048                          STATION RECOVERY (2002)
 CK3048
 CK3048'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3048'STATION IS LOCATED 4.65 MILES SOUTHWEST OF SUMMERVILLE, 24.5 MILES
 CK3048'SOUTHEAST OF SAINT
 CK3048'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK3048'COLUMBIA, SC
 CK3048'29202, PHONE 803-737-1350.
 CK3048'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3048'BRIDGE ROAD) AND
 CK3048'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3048'SOUTHWEST OF
 CK3048'SUMMERVILLE, GO NORTHWEST ON HIGHWAY 642 FOR 0.5 MILE TO THE FORK
 CK3048'JUNCTION
 CK3048'OF STATE ROAD 22 (ORANGEBURG ROAD), CONTINUE ON HIGHWAY 642 FOR 1.6
 CK3048'MILES TO
 CK3048'THE STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER OF A LARGE YARD OF
 CK3048'A
 CK3048'BRICK HOUSE NUMBER 10914.
 CK3048'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 2.0 FEET ABOVE THE
 CK3048'HIGHWAY, 36.7 FEET
 CK3048'NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 3.9 FEET SOUTHEAST OF A
 CK3048'0.3-FOOT
 CK3048'SQUARE CONCRETE PROPERTY CORNER MARKER, 141.0 FEET WEST OF A POWER
 CK3048'POLE NUMBER
 CK3048'153947, 0.6 FOOT SOUTH SOUTHWEST OF A WITNESS POST.
 CK3048'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 18 046 AZ MK.
 CK3048'RECOVERED BY J.B. SMOAK.
 CK3048' 
 CK3048' 
 CK3048' 
 CK3048' 
 CK3048' 
 CK3048' 
 CK3048' 
 CK3048' 
 CK3048' 
 CK3048' 
 CK3048' 
 CK3048' 
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 CK3048
 CK3048                          STATION RECOVERY (2003)
 CK3048
 CK3048'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3049 ***********************************************************************
 CK3049  HT_MOD      -  This is a Height Modernization Survey Station.
 CK3049  DESIGNATION -  18 046 AZ MK
 CK3049  PID         -  CK3049
 CK3049  STATE/COUNTY-  SC/DORCHESTER
 CK3049  USGS QUAD   -  STALLSVILLE (1979)
 CK3049
 CK3049                         *CURRENT SURVEY CONTROL
 CK3049  ___________________________________________________________________
 CK3049* NAD 83(2001)-  32 58 26.13520(N)    080 14 29.55234(W)     ADJUSTED  
 CK3049* NAVD 88     -        17.24   (meters)      56.6    (feet)  GPS OBS   
 CK3049  ___________________________________________________________________
 CK3049  X           -     907,821.322 (meters)                     COMP
 CK3049  Y           -  -5,278,540.274 (meters)                     COMP
 CK3049  Z           -   3,451,524.919 (meters)                     COMP
 CK3049  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 CK3049  ELLIP HEIGHT-         -15.08  (meters)          (10/16/03) GPS OBS
 CK3049  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 CK3049  DYNAMIC HT  -          17.22  (meters)      56.5   (feet)  COMP
 CK3049  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 CK3049
 CK3049  HORZ ORDER  -  FIRST
 CK3049  VERT ORDER  -  FIRST     CLASS II (See Below)
 CK3049  ELLP ORDER  -  FOURTH    CLASS II
 CK3049
 CK3049.The horizontal coordinates were established by GPS observations
 CK3049.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 CK3049
 CK3049.The orthometric height was determined by GPS observations and a
 CK3049.high-resolution geoid model using precise GPS observation and
 CK3049.processing techniques. It supersedes the leveled height previously
 CK3049.determined for this station.
 CK3049.The vertical order pertains to the first NAVD 88 superseded value.
 CK3049
 CK3049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3049
 CK3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3049
 CK3049.The ellipsoidal height was determined by GPS observations
 CK3049.and is referenced to NAD 83.
 CK3049
 CK3049.The geoid height was determined by GEOID03.
 CK3049
 CK3049.The dynamic height is computed by dividing the NAVD 88
 CK3049.geopotential number by the normal gravity value computed on the
 CK3049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3049.degrees latitude (g = 980.6199 gals.).
 CK3049
 CK3049.The modeled gravity was interpolated from observed gravity values.
 CK3049
 CK3049;                    North         East     Units Scale Factor Converg.
 CK3049;SPC SC       -   126,751.484   680,491.067   MT  0.99986676   +0 25 13.8
 CK3049;SPC SC       -   415,851.33  2,232,582.24   iFT  0.99986676   +0 25 13.8
 CK3049;UTM  17      - 3,648,651.752   570,873.640   MT  0.99966193   +0 24 46.1
 CK3049
 CK3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3049!SPC SC       -   1.00000237  x   0.99986676  =   0.99986913
 CK3049!UTM  17      -   1.00000237  x   0.99966193  =   0.99966430
 CK3049
 CK3049                          SUPERSEDED SURVEY CONTROL
 CK3049
 CK3049  NAD 83(1986)-  32 58 26.14543(N)    080 14 29.55543(W) AD(       ) 1
 CK3049  NAD 83(1986)-  32 58 26.14652(N)    080 14 29.55756(W) AD(       ) 2
 CK3049  NAVD 88 (06/15/91)   17.259  (m)           56.62   (f) ADJUSTED    1 2
 CK3049  NGVD 29 (03/21/89)   17.553  (m)           57.59   (f) ADJUSTED    1 2
 CK3049
 CK3049.Superseded values are not recommended for survey control.
 CK3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3049.See file dsdata.txt to determine how the superseded data were derived.
 CK3049
 CK3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7087448652(NAD 83)
 CK3049_MARKER: DD = SURVEY DISK
 CK3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3049_SP_SET: CONCRETE POST
 CK3049_STAMPING: AZ MK 18 046 1984
 CK3049_MARK LOGO: SCGS  
 CK3049_PROJECTION: FLUSH
 CK3049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3049+STABILITY: SURFACE MOTION
 CK3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3049+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CK3049
 CK3049  HISTORY     - Date     Condition        Report By
 CK3049  HISTORY     - 1984     MONUMENTED       SCGS
 CK3049  HISTORY     - 1984     GOOD             SCGS
 CK3049  HISTORY     - 19910508 GOOD             SCGS
 CK3049  HISTORY     - 20020820 GOOD             SCGS
 CK3049  HISTORY     - 20030620 GOOD             USPSQD
 CK3049
 CK3049                          STATION DESCRIPTION
 CK3049
 CK3049'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK3049'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI)
 CK3049'SOUTH-SOUTHWEST OF SUMMERVILLE, 8.5 KM (5.3 MI) SOUTHWEST OF
 CK3049'LINCOLNVILLE AND 4.2 KM (2.6 MI) NORTHWEST OF COOKS CROSSROADS.
 CK3049'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK3049'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD,
 CK3049'COLUMBIA SC 29210, PHONE 803-758-6434.
 CK3049'
 CK3049'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 AND
 CK3049'61 AT COOKS CROSSROADS, GO NORTHEAST ALONG STATE HIGHWAY 165 FOR
 CK3049'1.9 KM (1.2 MI) TO THE JUNCTION OF STATE HIGHWAY 642 (DORCHESTER
 CK3049'ROAD).  TURN LEFT WESTERLY AND GO 3.3 KM (2.05 MI) TO STATION
 CK3049'18 046 SCGS ON THE RIGHT.  CONTINUE AHEAD WESTERLY 0.5 KM (0.3 MI)
 CK3049'ON HIGHWAY 642 TO THE STATION ON THE RIGHT BY A POWER POLE.
 CK3049'
 CK3049'THE STATION IS A STANDARD SCGS DISK
 CK3049'STAMPED---AZ MK 18 046 1984---,
 CK3049'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK3049'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK3049'10.8 METERS (35.5 FT) NORTH FROM THE CENTER LINE OF ROAD,
 CK3049'1.1 METERS (3.5 FT) SOUTHEAST FROM THE POWER POLE NUMBER 190221
 CK3049'WITH TRANSFORMER,
 CK3049'0.9 METER (3.0 FT) SOUTH FROM A CAGE WIRE FENCE AND
 CK3049'0.7 METER (2.3 FT) SOUTH FROM A METAL WITNESS POST.
 CK3049'
 CK3049'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CK3049'
 CK3049'AN EDM TRAVERSE WAS MADE TO 18 046 SCGS.
 CK3049'
 CK3049'DESCRIBED BY MARK D. THACKRAH.
 CK3049
 CK3049                          STATION RECOVERY (1984)
 CK3049
 CK3049'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3049'8.0 KM (5.0 MI) SW FROM SUMMERVILLE.
 CK3049'THE MARK IS 0.80 M ABOVE HIGHWAY.
 CK3049'4.0 KILOMETERS (2.5 MILES) WESTERLY ALONG STATE HIGHWAY 642 FROM THE
 CK3049'JUNCTION OF STATE HIGHWAY 165, WHICH IS ABOUT 6.4 KILOMETERS (4.0
 CK3049'MILES) SOUTHWEST OF SUMMERVILLE, SET NEAR A POWER POLE ON THE OUTSIDE
 CK3049'OF A CURVE, 11.0 METERS (36.2 FEET) NORTH OF THE CENTERLINE OF THE
 CK3049'HIGHWAY, 1.0 METER (3.2 FEET) SOUTHEAST OF THE POWER POLE, 0.8 METER
 CK3049'(2.7 FEET) SOUTH OF A WIRE FENCE.
 CK3049'THE MARK IS 0.70 METERS  SSW FROM A WITNESS POST.
 CK3049
 CK3049                          STATION RECOVERY (1991)
 CK3049
 CK3049'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK3049'RECOVERED IN GOOD CONDITION.
 CK3049
 CK3049                          STATION RECOVERY (2002)
 CK3049
 CK3049'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3049'STATION IS LOCATED 4.85 MILES SOUTHWEST OF SUMMERVILLE, 24.25 MILES
 CK3049'SOUTHEAST OF
 CK3049'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3049'191,
 CK3049'COLUMBIA, SC 29202,  PHONE 803-737-1350.
 CK3049'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3049'BRIDGE ROAD) AND
 CK3049'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3049'SOUTHWEST OF
 CK3049'SUMMERVILLE, GO NORTHWEST ON HIGHWAY 642 FOR 0.5 MILE TO THE FORK
 CK3049'JUNCTION
 CK3049'OF STATE ROD 22 (ORANGEBURG ROAD), CONTINUE ON HIGHWAY 642 FOR 1.9
 CK3049'MILES TO
 CK3049'THE STATION ON THE RIGHT NEAR A POWER POLE ON THE RIGHT OF WAY AT THE
 CK3049'SOUTH
 CK3049'EDGE OF AN OPEN AREA WHICH IS A CEMETERY (DORCHESTER MEMORIAL
 CK3049'GARDENS).
 CK3049'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 CK3049'THE
 CK3049'HIGHWAY, 35.8 FEET NORTH OF THE CENTER OF THE HIGHWAY, 3.4 FEET
 CK3049'SOUTHEAST OF
 CK3049'THE POWER POLE NUMBER 190221 WITH GUY WIRE, 2.2 FEET SOUTH OF A
 CK3049'WITNESS
 CK3049'POST.
 CK3049'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 18 046.
 CK3049'RECOVERED BY T. HALL.
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049' 
 CK3049'
 CK3049
 CK3049                          STATION RECOVERY (2003)
 CK3049
 CK3049'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3186 ***********************************************************************
 CK3186  DESIGNATION -  18 047
 CK3186  PID         -  CK3186
 CK3186  STATE/COUNTY-  SC/DORCHESTER
 CK3186  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK3186
 CK3186                         *CURRENT SURVEY CONTROL
 CK3186  ___________________________________________________________________
 CK3186* NAD 83(2001)-  32 57 53.40055(N)    080 16 11.00851(W)     ADJUSTED  
 CK3186* NAVD 88     -         6.475  (meters)      21.24   (feet)  ADJUSTED  
 CK3186  ___________________________________________________________________
 CK3186  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 CK3186  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 CK3186  DYNAMIC HT  -           6.468 (meters)      21.22  (feet)  COMP
 CK3186  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 CK3186
 CK3186  HORZ ORDER  -  SECOND
 CK3186  VERT ORDER  -  FIRST     CLASS II
 CK3186
 CK3186.The horizontal coordinates were established by classical geodetic methods
 CK3186.and adjusted by the National Geodetic Survey in March 2004..
 CK3186
 CK3186.The orthometric height was determined by differential leveling
 CK3186.and adjusted by the National Geodetic Survey in June 1991..
 CK3186
 CK3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3186
 CK3186.The geoid height was determined by GEOID03.
 CK3186
 CK3186.The dynamic height is computed by dividing the NAVD 88
 CK3186.geopotential number by the normal gravity value computed on the
 CK3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3186.degrees latitude (g = 980.6199 gals.).
 CK3186
 CK3186.The modeled gravity was interpolated from observed gravity values.
 CK3186
 CK3186;                    North         East     Units Scale Factor Converg.
 CK3186;SPC SC       -   125,724.226   677,864.113   MT  0.99986869   +0 24 17.5
 CK3186;SPC SC       -   412,481.06  2,223,963.63   iFT  0.99986869   +0 24 17.5
 CK3186;UTM  17      - 3,647,625.055   568,247.096   MT  0.99965743   +0 23 50.6
 CK3186
 CK3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3186!SPC SC       -   1.00000405  x   0.99986869  =   0.99987274
 CK3186!UTM  17      -   1.00000405  x   0.99965743  =   0.99966147
 CK3186
 CK3186:                Primary Azimuth Mark                     Grid Az
 CK3186:SPC SC       -  18 047 AZ MK                             268 27 50.3
 CK3186:UTM  17      -  18 047 AZ MK                             268 28 17.2
 CK3186
 CK3186|---------------------------------------------------------------------|
 CK3186| PID    Reference Object                     Distance      Geod. Az  |
 CK3186|                                                           dddmmss.s |
 CK3186| CK2846 18 047 AZ MK                        APPROX. 1.4 KM 2685207.8 |
 CK3186|---------------------------------------------------------------------|
 CK3186
 CK3186                          SUPERSEDED SURVEY CONTROL
 CK3186
 CK3186  NAD 83(1986)-  32 57 53.41098(N)    080 16 11.01144(W) AD(       ) 2
 CK3186  NGVD 29 (03/21/89)    6.769  (m)           22.21   (f) ADJUSTED    1 2
 CK3186
 CK3186.Superseded values are not recommended for survey control.
 CK3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3186.See file dsdata.txt to determine how the superseded data were derived.
 CK3186
 CK3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6824747625(NAD 83)
 CK3186_MARKER: DD = SURVEY DISK
 CK3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3186_SP_SET: CONCRETE POST
 CK3186_STAMPING: HORZ 18 047 1984
 CK3186_MARK LOGO: SCGS  
 CK3186_PROJECTION: RECESSED 5 CENTIMETERS
 CK3186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3186+STABILITY: SURFACE MOTION
 CK3186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3186+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 CK3186
 CK3186  HISTORY     - Date     Condition        Report By
 CK3186  HISTORY     - 1984     MONUMENTED       SCGS
 CK3186  HISTORY     - 1985     GOOD             SCGS
 CK3186  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 CK3186  HISTORY     - 20020820 GOOD             SCGS
 CK3186
 CK3186                          STATION DESCRIPTION
 CK3186
 CK3186'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK3186'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI)
 CK3186'WEST-SOUTHWEST OF LADSON, 11.3 KM (7.0 MI) SOUTHWEST OF SUMMERVILLE
 CK3186'AND 6.8 KM (4.2 MI) WEST NORTHWEST OF COOKS CROSSROADS, NEAR THE
 CK3186'ENTRANCE TO ASHLEY FISHING AND RECREATION CLUB ON U.S. HIGHWAY 17
 CK3186'ALTERNATE.
 CK3186'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK3186'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK3186'SC 29210, PHONE 803-758-6434.
 CK3186'
 CK3186'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND
 CK3186'165 AT COOKS CROSSROADS, GO WESTERLY ALONG STATE HIGHWAY 61 FOR
 CK3186'7.4 KM (4.6 MI) TO ITS JUNCTION WITH U.S. HIGHWAY 17 ALTERNATE.
 CK3186'TURN RIGHT EAST ON HIGHWAY 17 FOR 0.7 KM (0.45 MI) TO THE STATION
 CK3186'ON THE RIGHT.
 CK3186'
 CK3186'THE STATION IS A STANDARD SCGS DISK
 CK3186'STAMPED---HORZ 18 047 1984---,
 CK3186'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK3186'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 CK3186'105.2 METERS (345.0 FT) EAST FROM THE APPROXIMATE CENTER OF A DIRT
 CK3186'LEADING TO ASHLEY FISHING CLUB,
 CK3186'15.1 METERS (49.5 FT) EAST FROM A MAN HOLE COVER AND CONCRETE POST,
 CK3186'9.4 METERS (31.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF HIGHWAY
 CK3186'17,
 CK3186'3.1 METERS (10.0 FT) NORTH FROM THE TOP EDGE OF AN ENBANKMENT AND
 CK3186'0.9 METERS (2.8 FT) EAST FROM A METAL WITNESS POST.
 CK3186'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CK3186'STAMPED---HORZ 18 047 1984---,
 CK3186'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK3186'
 CK3186'AZIMUTH MARK NO. 1 IS A STANDARD SCGS DISK
 CK3186'STAMPED---AZ MK 18 047 1984---,
 CK3186'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK3186'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK3186'37.35 METERS (122.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 CK3186'BRICK FACED BUILDING,
 CK3186'9.1 METERS (30.0 FT) EAST FROM THE APPROXIMATE CENTER OF A WOODS
 CK3186'ROAD WITH GATE,
 CK3186'4.4 METERS (14.5 FT) NORTH FROM THE APPROXIMATE CENTER OF HIGHWAY
 CK3186'61 NORTH AND
 CK3186'0.5 METER (1.8 FT) WEST FROM A METAL WITNESS POST.
 CK3186'TO REACH THE AZIMUTH FROM THE STATION,
 CK3186'GO WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE FOR 1.2 KM (0.75 MI)
 CK3186'TO A FORK (JUNCTION OF STATE HIGHWAY 61).  TAKE RIGHT FORK FOR
 CK3186'0.1 KM (0.05 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 CK3186'
 CK3186'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS ABOVE THE MARK.
 CK3186'
 CK3186'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CK3186'
 CK3186'AN EDM TRAVERSE WAS MADE TO 18 047 SCGS AZ MK.
 CK3186'
 CK3186'DESCRIBED BY MARK D. THACKRAH.
 CK3186
 CK3186                          STATION RECOVERY (1985)
 CK3186
 CK3186'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3186'10.0 KM (6.2 MI) SW FROM KNIGHTSVILLE.
 CK3186'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 CK3186'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 CK3186'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 12.7 KILOMETERS
 CK3186'(7.9 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR A
 CK3186'BLAZED 20-INCH PINE TREE AND A BLAZED 40-INCH PINE TREE AT THE EDGE OF
 CK3186'A POND, 29.18 METERS (95.73 FEET) SOUTHWEST OF A POWER POLE,
 CK3186'9.4 METERS (30.84 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 CK3186'HIGHWAY, 2.35 METERS (7.71 FEET) WEST-NORTHWEST OF THE BLAZED 20-INCH
 CK3186'PINE TREE, 4.95 METERS (16.24 FEET) NORTH-NORTHEAST OF THE BLAZED
 CK3186'40-INCH PINE TREE.
 CK3186'THE MARK IS 0.85 METERS  ENE FROM A WITNESS POST.
 CK3186'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK3186
 CK3186                          STATION RECOVERY (1995)
 CK3186
 CK3186'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3186'MARK NOT FOUND.
 CK3186
 CK3186                          STATION RECOVERY (2002)
 CK3186
 CK3186'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3186'STATION IS LOCATED 6.6 MILES SOUTHWEST OF SUMMERVILLE, 23.35 MILES
 CK3186'SOUTHEAST OF
 CK3186'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3186'191,
 CK3186'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3186'TO REACH THE STATION FROM THE EASTERN JUNCTION OF U.S. HIGHWAY 17
 CK3186'ALTERNATE AND STATE
 CK3186'HIGHWAY 61, 7.15 MILES WEST SOUTHWEST OF SUMMERVILLE, GO EAST
 CK3186'SOUTHEAST ON
 CK3186'HIGHWAY 61 FOR 0.45 MILE TO THE STATION ON THE RIGHT NEAR A LARGE PINE
 CK3186'TREE AT THE
 CK3186'EDGE OF A POND.
 CK3186'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE
 CK3186'HIGHWAY, 31.6 FEET
 CK3186'SOUTH OF THE CENTER OF THE HIGHWAY, 7.5 FEET NORTHWEST OF A 2.8-FOOT
 CK3186'PINE TREE WITH A
 CK3186'SCGS REFERENCE WASHER ATTACHED, 47.5 FEET EAST NORTHEAST OF A 4-FOOT
 CK3186'TALL CONCRETE
 CK3186'RIGHT OF WAY MARKER POST, 3.3 FEET NORTH NORTHEAST OF A WITNESS POST.
 CK3186'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 18 047 AZ MK.
 CK3186'RECOVERED BY T. HALL.
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186' 
 CK3186'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2846 ***********************************************************************
 CK2846  DESIGNATION -  18 047 AZ MK
 CK2846  PID         -  CK2846
 CK2846  STATE/COUNTY-  SC/DORCHESTER
 CK2846  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK2846
 CK2846                         *CURRENT SURVEY CONTROL
 CK2846  ___________________________________________________________________
 CK2846* NAD 83(2001)-  32 57 52.51120(N)    080 17 04.25009(W)     ADJUSTED  
 CK2846* NAVD 88     -         6.322  (meters)      20.74   (feet)  ADJUSTED  
 CK2846  ___________________________________________________________________
 CK2846  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CK2846  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 CK2846  DYNAMIC HT  -           6.316 (meters)      20.72  (feet)  COMP
 CK2846  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 CK2846
 CK2846  HORZ ORDER  -  SECOND
 CK2846  VERT ORDER  -  FIRST     CLASS II
 CK2846
 CK2846.The horizontal coordinates were established by classical geodetic methods
 CK2846.and adjusted by the National Geodetic Survey in March 2004..
 CK2846
 CK2846.The orthometric height was determined by differential leveling
 CK2846.and adjusted by the National Geodetic Survey in June 1991..
 CK2846
 CK2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2846
 CK2846.The geoid height was determined by GEOID03.
 CK2846
 CK2846.The dynamic height is computed by dividing the NAVD 88
 CK2846.geopotential number by the normal gravity value computed on the
 CK2846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2846.degrees latitude (g = 980.6199 gals.).
 CK2846
 CK2846.The modeled gravity was interpolated from observed gravity values.
 CK2846
 CK2846;                    North         East     Units Scale Factor Converg.
 CK2846;SPC SC       -   125,687.162   676,481.859   MT  0.99986874   +0 23 48.0
 CK2846;SPC SC       -   412,359.46  2,219,428.67   iFT  0.99986874   +0 23 48.0
 CK2846;UTM  17      - 3,647,588.178   566,865.132   MT  0.99965513   +0 23 21.6
 CK2846
 CK2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2846!SPC SC       -   1.00000407  x   0.99986874  =   0.99987280
 CK2846!UTM  17      -   1.00000407  x   0.99965513  =   0.99965919
 CK2846
 CK2846                          SUPERSEDED SURVEY CONTROL
 CK2846
 CK2846  NAD 83(1986)-  32 57 52.52161(N)    080 17 04.25301(W) AD(       ) 2
 CK2846  NGVD 29 (03/21/89)    6.617  (m)           21.71   (f) ADJUSTED    1 2
 CK2846
 CK2846.Superseded values are not recommended for survey control.
 CK2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2846.See file dsdata.txt to determine how the superseded data were derived.
 CK2846
 CK2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6686547588(NAD 83)
 CK2846_MARKER: DD = SURVEY DISK
 CK2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2846_SP_SET: CONCRETE POST
 CK2846_STAMPING: AZ MK 18 047 1984
 CK2846_MARK LOGO: SCGS  
 CK2846_PROJECTION: FLUSH
 CK2846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2846+STABILITY: SURFACE MOTION
 CK2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2846+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 CK2846
 CK2846  HISTORY     - Date     Condition        Report By
 CK2846  HISTORY     - 1984     MONUMENTED       SCGS
 CK2846  HISTORY     - 1984     GOOD             SCGS
 CK2846  HISTORY     - 1985     GOOD             SCGS
 CK2846  HISTORY     - 19930612 GOOD             USPSQD
 CK2846  HISTORY     - 19950611 GOOD             USPSQD
 CK2846  HISTORY     - 19980511 GOOD             SCGS
 CK2846  HISTORY     - 20020807 GOOD             SCGS
 CK2846
 CK2846                          STATION DESCRIPTION
 CK2846
 CK2846'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 (DDW)
 CK2846'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI)
 CK2846'WEST-SOUTHWEST OF LADSON, 11.3 KM (7.0 MI) SOUTHWEST OF SUMMERVILLE
 CK2846'AND 6.8 KM (4.2 MI) WEST NORTHWEST OF COOKS CROSSROADS.
 CK2846'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CK2846'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST RD, COLUMBIA
 CK2846'SC 29210, PHONE 803-758-6434.
 CK2846'
 CK2846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK2846'AT COOKS CROSSROADS, GO WESTERLY ALONG STATE HIGHWAY 61 FOR 7.4 KM
 CK2846'(4.6 MI) TO ITS JUNCTION WITH U.S. HIGHWAY 17 ALTERNATE.  TURN LEFT
 CK2846'WESTERLY FOR 0.5 KM (0.3 MI) ALONG U.S. HIGHWAY 17 ALTERNATE AND
 CK2846'STATE HIGHWAY 61 TO A FORK RIGHT.  TAKE RIGHT FORK FOR 0.1 KM (0.05
 CK2846'MI) ALONG STATE HIGHWAY 61 TO THE STATION ON THE RIGHT.
 CK2846'
 CK2846'THE STATION IS A STANDARD SCGS DISK
 CK2846'STAMPED---AZ MK 18 047 1984---,
 CK2846'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK2846'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK2846'37.35 METERS (122.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 CK2846'BRICK FACED BUILDING,
 CK2846'9.1 METERS (30.0 FT) EAST FROM THE APPROXIMATE CENTER OF A WOODS
 CK2846'ROAD WITH GATE,
 CK2846'4.4 METERS (14.5 FT) NORTH FROM THE APPROXIMATE CENTER OF HIGHWAY
 CK2846'61 NORTH AND
 CK2846'0.5 METERS (1.8 FT) WEST FROM A METAL WITNESS POST.
 CK2846'
 CK2846'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CK2846'
 CK2846'AN EDM TRAVERSE WAS MADE TO 18 047 SCGS.
 CK2846'
 CK2846'DESCRIBED BY MARK D. THACKRAH.
 CK2846
 CK2846                          STATION RECOVERY (1984)
 CK2846
 CK2846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2846'11.3 KM (7.0 MI) WSW FROM SUMMERVILLE.
 CK2846'7.6 KILOMETERS (4.7 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2846'MOST NORTHWEST JUNCTION OF STATE HIGHWAY 165 (COOKE CROSSROADS),
 CK2846'THENCE 0.6 KILOMETER (0.4 MILE) WESTERLY ALONG U.S.  HIGHWAY 17
 CK2846'ALTERNATE AND STATE HIGHWAY 61, SET AT A INTERSECTION OF A GRASSY ROAD
 CK2846'WHERE STATE HIGHWAY 61 AND U.S. HIGHWAY 17 ALTERNATE SPLIT,
 CK2846'35.8 METERS (117.6 FEET) EAST-NORTHEAST OF 18 033 SCGS, 34.3 METERS
 CK2846'(112.4 FEET) NORTHEAST OF THE NORTHEAST CORNER OF A TWO-STORY WOOD
 CK2846'BUILDING WITH A BRICK FACE, 5.9 METERS (19.2 FEET) NORTH OF THE
 CK2846'APPROXIMATE CENTER OF STATE HIGHWAY 61, 26.2 METERS (86.0 FEET)
 CK2846'NORTH-NORTHWEST OF A POWER POLE WITH A TELEPHONE JUNCTION BOX
 CK2846'ATTACHED, 7.2 METERS (23.5 FEET) EAST OF THE APPROXIMATE CENTER OF THE
 CK2846'GRASSY ROAD.
 CK2846'THE MARK IS 0.50 METERS  E FROM A WITNESS POST.
 CK2846'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
 CK2846
 CK2846                          STATION RECOVERY (1985)
 CK2846
 CK2846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK2846'RECOVERED IN GOOD CONDITION.
 CK2846
 CK2846                          STATION RECOVERY (1993)
 CK2846
 CK2846'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK2846'RECOVERED IN GOOD CONDITION.
 CK2846
 CK2846                          STATION RECOVERY (1995)
 CK2846
 CK2846'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2846'RECOVERED IN GOOD CONDITION.
 CK2846
 CK2846                          STATION RECOVERY (1998)
 CK2846
 CK2846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2846'STATION IS LOCATED 7.4 MILES (11.9 KM) SOUTHWEST OF SUMMERVILLE, 22.8
 CK2846'MILES (36.7 KM) SOUTHEAST OF ST.  GEORGE.  OWNERSHIP--SCDOT, DIRECTOR
 CK2846'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK2846'803-737-1350.  TO REACH THE STATION FROM THE EAST FORK JUNCTION OF
 CK2846'U.S.  HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 61, 4.8 MILES (7.7 KM)
 CK2846'SOUTHEAST OF GIVHANS, GO WEST ON HIGHWAY 61 FOR 0.05 MILE (0.08 KM) TO
 CK2846'THE STATION ON THE RIGHT IN THE SHOULDER OF THE HIGHWAY AND IN THE
 CK2846'NORTHEAST ANGLE OF A GATE WOODS ROAD RIGHT.  STATION IS A CONCRETE
 CK2846'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 13.8 FEET (4.2
 CK2846'M) NORTH OF THE CENTER OF THE HIGHWAY, 24.1 FEET (7.3 M) EAST OF TEH
 CK2846'GATED WOODS ROAD, 135.4.FEET WEST OF A POWER POLE NUMBER 148191, 111.7
 CK2846'FEET (34.0 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN
 CK2846'BUILDING WITH A BRICK FACE (BAIT AND TACKLE) , 84.8 FEET (25.8 M)
 CK2846'NORTH NORTHWEST OF A TELEPHONE JUNCTION BOX PED/2. RECOVERED BY C.J.
 CK2846'STONE.
 CK2846
 CK2846                          STATION RECOVERY (2002)
 CK2846
 CK2846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2846'STATION IS LOCATED 7.3 MILES WEST SOUTHWEST OF SUMMERVILLE, 22.7 MILES
 CK2846'SOUTHEAST OF
 CK2846'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2846'191,
 CK2846'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2846'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 17
 CK2846'ALTERNATE AND STATE
 CK2846'HIGHWAY 61, 7.25 MILES WEST SOUTHWEST OF SUMMERVILLE, GO WEST ON
 CK2846'HIGHWAY 61 FOR
 CK2846'0.1 MILE TO THE STATION ON THE RIGHT IN THE SHOULDER OF THE HIGHWAY
 CK2846'AND IN THE
 CK2846'NORTHEAST ANGLE OF A GATED WOODS ROAD RIGHT.
 CK2846'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2846'HIGHWAY,
 CK2846'20.1 FEET NORTH OF THE CENTER OF HIGHWAY 61, 24.4 FEET EAST OF THE
 CK2846'CENTER OF THE
 CK2846'WOODS ROAD, 87.0 FEET NORTH NORTHWEST OF A POWER POLE C-77562 WITH A
 CK2846'SECURITY LIGHT, 112.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO
 CK2846'STORY
 CK2846'BRICK FACED WOOD BUILDING (THE SANDS BAIT AND TACKLE), 51.4 FEET WEST
 CK2846'OF A METAL
 CK2846'POLE SUPPORTING A SIGN FOR CANAAN UNITED METHODIST CHURCH.
 CK2846'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 18 047.
 CK2846'RECOVERED BY J.B. SMOAK.
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846' 
 CK2846'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1578 ***********************************************************************
 DE1578  DESIGNATION -  18 048
 DE1578  PID         -  DE1578
 DE1578  STATE/COUNTY-  SC/DORCHESTER
 DE1578  USGS QUAD   -  SUMMERVILLE (1990)
 DE1578
 DE1578                         *CURRENT SURVEY CONTROL
 DE1578  ___________________________________________________________________
 DE1578* NAD 83(1986)-  33 01 09.     (N)    080 09 15.     (W)     SCALED    
 DE1578* NAVD 88     -        23.193  (meters)      76.09   (feet)  ADJUSTED  
 DE1578  ___________________________________________________________________
 DE1578  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DE1578  DYNAMIC HT  -          23.168 (meters)      76.01  (feet)  COMP
 DE1578  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DE1578
 DE1578  VERT ORDER  -  FIRST     CLASS II
 DE1578
 DE1578.The horizontal coordinates were scaled from a topographic map and have
 DE1578.an estimated accuracy of +/- 6 seconds.
 DE1578
 DE1578.The orthometric height was determined by differential leveling
 DE1578.and adjusted by the National Geodetic Survey in June 1991..
 DE1578
 DE1578.The geoid height was determined by GEOID03.
 DE1578
 DE1578.The dynamic height is computed by dividing the NAVD 88
 DE1578.geopotential number by the normal gravity value computed on the
 DE1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1578.degrees latitude (g = 980.6199 gals.).
 DE1578
 DE1578.The modeled gravity was interpolated from observed gravity values.
 DE1578
 DE1578;                    North         East    Units  Estimated Accuracy
 DE1578;SPC SC       -   131,830.      688,620.      MT  (+/- 180 meters Scaled)
 DE1578
 DE1578                          SUPERSEDED SURVEY CONTROL
 DE1578
 DE1578  NGVD 29 (03/21/89)   23.487  (m)           77.06   (f) ADJUSTED    1 2
 DE1578
 DE1578.Superseded values are not recommended for survey control.
 DE1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1578.See file dsdata.txt to determine how the superseded data were derived.
 DE1578
 DE1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS789537(NAD 83)
 DE1578_MARKER: DB = BENCH MARK DISK
 DE1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1578_SP_SET: CONCRETE POST
 DE1578_STAMPING: VERT 18 048 1985
 DE1578_MARK LOGO: SCGS  
 DE1578_PROJECTION: FLUSH
 DE1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1578+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DE1578
 DE1578  HISTORY     - Date     Condition        Report By
 DE1578  HISTORY     - 1985     MONUMENTED       SCGS
 DE1578  HISTORY     - 19950611 GOOD             USPSQD
 DE1578  HISTORY     - 20030619 GOOD             USPSQD
 DE1578
 DE1578                          STATION DESCRIPTION
 DE1578
 DE1578'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1578'2.2 KM (1.4 MI) SE FROM SUMMERVILLE.
 DE1578'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG COUNTY ROAD S-10-76 (LADSON
 DE1578'ROAD) FROM THE LADSON POST OFFICE, THENCE 6.35 KILOMETERS (3.95 MILES)
 DE1578'NORTHWEST ALONG U.S. HIGHWAY 78, SET IN THE MEDIAN AT THE ENTRANCE TO
 DE1578'THE SOUTH POINTE PLANTATION, ALSO MAY BE REACHED BY GOING 0.4
 DE1578'KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH GUM
 DE1578'STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 1.4 KILOMETERS
 DE1578'(0.9 MILE) SOUTHEAST ALONG U.S. HIGHWAY 78, 42.9 METERS (140.75 FEET)
 DE1578'NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 78, 7.79 METERS
 DE1578'(25.56 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 DE1578'ROAD TO THE PLANTATION, 7.45 METERS (24.44 FEET) EAST-SOUTHEAST OF THE
 DE1578'APPROXIMATE CENTER OF THE EXIT ROAD FROM THE PLANTATION, 29.65 METERS
 DE1578'(97.28 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A CROSSOVER
 DE1578'STREET TO THE ENTRANCE ROAD AND THE EXIT ROAD.
 DE1578'THE MARK IS 0.30 M ABOVE ENTRANCE ROAD.
 DE1578
 DE1578                          STATION RECOVERY (1995)
 DE1578
 DE1578'RECOVERY NOTE BY US POWER SQUADRON 1995
 DE1578'RECOVERED IN GOOD CONDITION.
 DE1578
 DE1578                          STATION RECOVERY (2003)
 DE1578
 DE1578'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1615 ***********************************************************************
 DE1615  DESIGNATION -  18 049
 DE1615  PID         -  DE1615
 DE1615  STATE/COUNTY-  SC/DORCHESTER
 DE1615  USGS QUAD   -  SUMMERVILLE (1990)
 DE1615
 DE1615                         *CURRENT SURVEY CONTROL
 DE1615  ___________________________________________________________________
 DE1615* NAD 83(1986)-  33 02 01.     (N)    080 11 03.     (W)     SCALED    
 DE1615* NAVD 88     -        24.279  (meters)      79.66   (feet)  ADJUSTED  
 DE1615  ___________________________________________________________________
 DE1615  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DE1615  DYNAMIC HT  -          24.252 (meters)      79.57  (feet)  COMP
 DE1615  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 DE1615
 DE1615  VERT ORDER  -  FIRST     CLASS II
 DE1615
 DE1615.The horizontal coordinates were scaled from a topographic map and have
 DE1615.an estimated accuracy of +/- 6 seconds.
 DE1615
 DE1615.The orthometric height was determined by differential leveling
 DE1615.and adjusted by the National Geodetic Survey in June 1991..
 DE1615
 DE1615.The geoid height was determined by GEOID03.
 DE1615
 DE1615.The dynamic height is computed by dividing the NAVD 88
 DE1615.geopotential number by the normal gravity value computed on the
 DE1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1615.degrees latitude (g = 980.6199 gals.).
 DE1615
 DE1615.The modeled gravity was interpolated from observed gravity values.
 DE1615
 DE1615;                    North         East    Units  Estimated Accuracy
 DE1615;SPC SC       -   133,410.      685,800.      MT  (+/- 180 meters Scaled)
 DE1615
 DE1615                          SUPERSEDED SURVEY CONTROL
 DE1615
 DE1615  NGVD 29 (03/21/89)   24.574  (m)           80.62   (f) ADJUSTED    1 2
 DE1615
 DE1615.Superseded values are not recommended for survey control.
 DE1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1615.See file dsdata.txt to determine how the superseded data were derived.
 DE1615
 DE1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS761553(NAD 83)
 DE1615_MARKER: DD = SURVEY DISK
 DE1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1615_SP_SET: CONCRETE POST
 DE1615_STAMPING: VERT 18 049 1985
 DE1615_MARK LOGO: SCGS  
 DE1615_PROJECTION: RECESSED 5 CENTIMETERS
 DE1615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1615+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 DE1615
 DE1615  HISTORY     - Date     Condition        Report By
 DE1615  HISTORY     - 1985     MONUMENTED       SCGS
 DE1615  HISTORY     - 19950611 GOOD             USPSQD
 DE1615  HISTORY     - 20020812 GOOD             SCGS
 DE1615
 DE1615                          STATION DESCRIPTION
 DE1615
 DE1615'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1615'IN SUMMERVILLE.
 DE1615'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1615'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 1.85
 DE1615'KILOMETERS (1.15 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, SET NEAR THE
 DE1615'EAST CORNER OF THE WESTVACO SOUTHERN WOODLANDS EQUIPMENT MAINTENANCE
 DE1615'DEPARTMENT, 27.3 METERS (89.57 FEET) SOUTHWEST OF THE CENTERLINE OF
 DE1615'THE HIGHWAY, 17.49 METERS (57.38 FEET) SOUTH-SOUTHEAST OF THE NORTH
 DE1615'CORNER OF THE MAINTENANCE BUILDING, 5.6 METERS (18.37 FEET)
 DE1615'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A CONCRETE DRIVE LEADING
 DE1615'TO THE MAINTENANCE BUILDING, 21.75 METERS (71.36 FEET) SOUTH OF A
 DE1615'POWER POLE, 1.53 METERS (5.02 FEET) EAST-NORTHEAST OF THE EAST CORNER
 DE1615'OF THE MAINTENANCE BUILDING.
 DE1615'THE MARK IS ABOVE LEVEL WITH CONCRETE DRIVE.
 DE1615
 DE1615                          STATION RECOVERY (1995)
 DE1615
 DE1615'RECOVERY NOTE BY US POWER SQUADRON 1995
 DE1615'RECOVERED IN GOOD CONDITION.
 DE1615
 DE1615                          STATION RECOVERY (2002)
 DE1615
 DE1615'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1615'STATION IS LOCATED 1.15 MILES NORTH NORTHWEST OF SUMMERVILLE, 24.95
 DE1615'MILES EAST
 DE1615'SOUTHEAST OF SAINT GEORGE. OWNERSHIP--DORCHESTER SCHOOL DISTRICT 2,
 DE1615'800 WEST 5TH
 DE1615'STREET NORTH, SUMMERVILLE, SC 29483, PHONE 843-891-2710.
 DE1615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DE1615'(NORTH
 DE1615'MAIN STREET) AND 78 (WEST 5TH STREET NORTH) IN SUMMERVILLE, GO
 DE1615'NORTHWEST
 DE1615'ON HIGHWAY 78 FOR 0.95 MILE TO THE STATION ON THE LEFT NEAR THE EAST
 DE1615'CORNER
 DE1615'OF A STUCCO BUILDING (DORCHESTER DISTRICT 2 MAINTENANCE DEPARTMENT).
 DE1615'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT BELOW THE
 DE1615'HIGHWAY, 89.7
 DE1615'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 5.0 FEET EAST OF THE EAST
 DE1615'CORNER OF
 DE1615'THE BUILDING, 18.5 FEET NORTH NORTHWEST OF THE CENTER OF THE CONCRETE
 DE1615'DRIVEWAY
 DE1615'TO THE BUILDING, 46.1 FEET SOUTH SOUTHWEST OF THE SOUTHWEST LEG OF A
 DE1615'WOOD SIGN
 DE1615'(DORCHESTER DIST 2 MAINTENANCE DEPT.), 46.9 FEET NORTHWEST OF A POWER
 DE1615'POLE
 DE1615'NUMBER 424828 WITH A SECURITY LIGHT, 23.5 FEET SOUTH SOUTHEAST OF THE
 DE1615'EAST CORNER
 DE1615'OF A COVERED CONCRETE PORCH FOR THE BUILDING.
 DE1615'RECOVERED BY J.B. SMOAK.
 DE1615' 
 DE1615' 
 DE1615' 
 DE1615' 
 DE1615' 
 DE1615' 
 DE1615' 
 DE1615'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1577 ***********************************************************************
 DE1577  DESIGNATION -  18 050
 DE1577  PID         -  DE1577
 DE1577  STATE/COUNTY-  SC/DORCHESTER
 DE1577  USGS QUAD   -  SUMMERVILLE (1990)
 DE1577
 DE1577                         *CURRENT SURVEY CONTROL
 DE1577  ___________________________________________________________________
 DE1577* NAD 83(1986)-  33 01 55.     (N)    080 09 51.     (W)     SCALED    
 DE1577* NAVD 88     -        24.047  (meters)      78.89   (feet)  ADJUSTED  
 DE1577  ___________________________________________________________________
 DE1577  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DE1577  DYNAMIC HT  -          24.021 (meters)      78.81  (feet)  COMP
 DE1577  MODELED GRAV-     979,560.0   (mgal)                       NAVD 88
 DE1577
 DE1577  VERT ORDER  -  FIRST     CLASS II
 DE1577
 DE1577.The horizontal coordinates were scaled from a topographic map and have
 DE1577.an estimated accuracy of +/- 6 seconds.
 DE1577
 DE1577.The orthometric height was determined by differential leveling
 DE1577.and adjusted by the National Geodetic Survey in June 1991..
 DE1577
 DE1577.The geoid height was determined by GEOID03.
 DE1577
 DE1577.The dynamic height is computed by dividing the NAVD 88
 DE1577.geopotential number by the normal gravity value computed on the
 DE1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1577.degrees latitude (g = 980.6199 gals.).
 DE1577
 DE1577.The modeled gravity was interpolated from observed gravity values.
 DE1577
 DE1577;                    North         East    Units  Estimated Accuracy
 DE1577;SPC SC       -   133,240.      687,670.      MT  (+/- 180 meters Scaled)
 DE1577
 DE1577                          SUPERSEDED SURVEY CONTROL
 DE1577
 DE1577  NGVD 29 (03/21/89)   24.341  (m)           79.86   (f) ADJUSTED    1 2
 DE1577
 DE1577.Superseded values are not recommended for survey control.
 DE1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1577.See file dsdata.txt to determine how the superseded data were derived.
 DE1577
 DE1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS780551(NAD 83)
 DE1577_MARKER: DD = SURVEY DISK
 DE1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1577_SP_SET: CONCRETE POST
 DE1577_STAMPING: VERT 18 050 1985
 DE1577_MARK LOGO: SCGS  
 DE1577_PROJECTION: RECESSED 5 CENTIMETERS
 DE1577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1577+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DE1577
 DE1577  HISTORY     - Date     Condition        Report By
 DE1577  HISTORY     - 1985     MONUMENTED       SCGS
 DE1577  HISTORY     - 19950611 GOOD             USPSQD
 DE1577  HISTORY     - 20020812 GOOD             SCGS
 DE1577  HISTORY     - 20030619 GOOD             USPSQD
 DE1577
 DE1577                          STATION DESCRIPTION
 DE1577
 DE1577'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1577'IN SUMMERVILLE.
 DE1577'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1577'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 DE1577'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 0.8 KILOMETER (0.5
 DE1577'MILE) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET IN THE FLOWER
 DE1577'BED OF THE POINDEXTER PARK (1055 NORTH MAIN OFFICE BUILDING),
 DE1577'18.05 METERS (59.22 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 DE1577'NORTHEAST BOUND LANE OF HIGHWAY 17, 5.05 METERS (16.57 FEET)
 DE1577'WEST-SOUTHWEST OF THE NORTH CORNER OF THE OFFICE BUILDING, 5.61 METERS
 DE1577'(18.41 FEET) NORTHEAST OF THE WEST CORNER OF THE OFFICE BUILDING,
 DE1577'15.25 METERS (50.03 FEET) SOUTH-SOUTHWEST OF A MARKER (BERKELEY,
 DE1577'DORCHESTER COUNTY LINE), 0.44 METER (1.44 FEET) NORTH-NORTHWEST OF THE
 DE1577'NORTHWEST FACE OF THE OFFICE BUILDING.
 DE1577'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 DE1577
 DE1577                          STATION RECOVERY (1995)
 DE1577
 DE1577'RECOVERY NOTE BY US POWER SQUADRON 1995
 DE1577'RECOVERED IN GOOD CONDITION.
 DE1577
 DE1577                          STATION RECOVERY (2002)
 DE1577
 DE1577'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1577'STATION IS LOCATED IN SUMMERVILLE, 26.0 MILES EAST SOUTHEAST OF SAINT
 DE1577'GEORGE.
 DE1577'OWNERSHIP--POINDEXTER PARK, 1055 NORTH MAIN STREET, SUMMERVILLE, SC
 DE1577'29483, PHONE
 DE1577'843-871-8843.
 DE1577'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DE1577'(NORTH
 DE1577'MAIN STREET) AND 78 (WEST 5TH STREET NORTH) IN SUMMERVILLE, GO
 DE1577'NORTHEAST ON
 DE1577'HIGHWAY 17 ALTERNATE FOR 0.55 MILE TO THE STATION ON THE RIGHT NEAR
 DE1577'THE
 DE1577'NORTHWEST FACE OF A BRICK BUILDING (POINDEXTER PARK).
 DE1577'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT BELOW THE
 DE1577'HIGHWAY, 59.4
 DE1577'FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST BOUND LANES OF THE
 DE1577'HIGHWAY, 1.4 FEET
 DE1577'NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING, 18.3 FEET NORTHEAST
 DE1577'OF THE WEST
 DE1577'CORNER OF THE BUILDING, 21.4 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A
 DE1577'WOOD SIGN
 DE1577'(POINDEXTER PARK), 50.2 FEET SOUTH SOUTHWEST OF A METAL LEG FOR A
 DE1577'HISTORICAL SIGN
 DE1577'(BERKELEY COUNTY).
 DE1577'RECOVERED BY J.B. SMOAK.
 DE1577' 
 DE1577' 
 DE1577' 
 DE1577' 
 DE1577' 
 DE1577' 
 DE1577' 
 DE1577' 
 DE1577' 
 DE1577' 
 DE1577'
 DE1577
 DE1577                          STATION RECOVERY (2003)
 DE1577
 DE1577'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1577'POOR FOR GPS BECAUSE OF ROOF OVERHANG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1608 ***********************************************************************
 DE1608  DESIGNATION -  18 051
 DE1608  PID         -  DE1608
 DE1608  STATE/COUNTY-  SC/DORCHESTER
 DE1608  USGS QUAD   -  SUMMERVILLE (1990)
 DE1608
 DE1608                         *CURRENT SURVEY CONTROL
 DE1608  ___________________________________________________________________
 DE1608* NAD 83(1986)-  33 04 38.     (N)    080 14 27.     (W)     SCALED    
 DE1608* NAVD 88     -        14.828  (meters)      48.65   (feet)  ADJUSTED  
 DE1608  ___________________________________________________________________
 DE1608  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DE1608  DYNAMIC HT  -          14.812 (meters)      48.60  (feet)  COMP
 DE1608  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DE1608
 DE1608  VERT ORDER  -  FIRST     CLASS II
 DE1608
 DE1608.The horizontal coordinates were scaled from a topographic map and have
 DE1608.an estimated accuracy of +/- 6 seconds.
 DE1608
 DE1608.The orthometric height was determined by differential leveling
 DE1608.and adjusted by the National Geodetic Survey in June 1991..
 DE1608
 DE1608.The geoid height was determined by GEOID03.
 DE1608
 DE1608.The dynamic height is computed by dividing the NAVD 88
 DE1608.geopotential number by the normal gravity value computed on the
 DE1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1608.degrees latitude (g = 980.6199 gals.).
 DE1608
 DE1608.The modeled gravity was interpolated from observed gravity values.
 DE1608
 DE1608;                    North         East    Units  Estimated Accuracy
 DE1608;SPC SC       -   138,210.      680,470.      MT  (+/- 180 meters Scaled)
 DE1608
 DE1608                          SUPERSEDED SURVEY CONTROL
 DE1608
 DE1608  NGVD 29 (03/21/89)   15.124  (m)           49.62   (f) ADJUSTED    1 2
 DE1608
 DE1608.Superseded values are not recommended for survey control.
 DE1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1608.See file dsdata.txt to determine how the superseded data were derived.
 DE1608
 DE1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS708601(NAD 83)
 DE1608_MARKER: DB = BENCH MARK DISK
 DE1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1608_SP_SET: CONCRETE POST
 DE1608_STAMPING: VERT 18 051 1985
 DE1608_MARK LOGO: SCGS  
 DE1608_PROJECTION: FLUSH
 DE1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1608
 DE1608  HISTORY     - Date     Condition        Report By
 DE1608  HISTORY     - 1985     MONUMENTED       SCGS
 DE1608  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 DE1608  HISTORY     - 20020911 MARK NOT FOUND   SCGS
 DE1608  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 DE1608
 DE1608                          STATION DESCRIPTION
 DE1608
 DE1608'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1608'2.6 KM (1.6 MI) NORTH FROM JEDBURG.
 DE1608'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1608'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 10.05
 DE1608'KILOMETERS (6.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 1.35
 DE1608'KILOMETERS (0.85 MILE) NORTHEASTERLY ALONG COUNTY ROAD S-18-22, SET BY
 DE1608'A POWER POLE NEAR THE NORTHEAST CORNER OF A ONE-STORY WOOD HOUSE WITH
 DE1608'A SCREENED IN PORCH, 43.55 METERS (143.88 FEET) SOUTH-SOUTHWEST OF THE
 DE1608'SOUTHWEST CORNER OF A WOOD HOUSE WITH A BRICK FOUNDATION, 31.5 METERS
 DE1608'(103.35 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 DE1608'18.75 METERS (61.52 FEET) EAST-NORTHEAST OF THE NORTHWEST CORNER OF
 DE1608'THE WOOD HOUSE, 5.5 METERS (18.04 FEET) NORTH-NORTHEAST OF THE
 DE1608'NORTHEAST CORNER OF THE WOOD HOUSE, 14.4 METERS (47.24 FEET)
 DE1608'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING TO
 DE1608'THE WOOD HOUSE, 1.3 METERS (4.27 FEET) EAST-SOUTHEAST OF THE POWER
 DE1608'POLE.
 DE1608'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 DE1608
 DE1608                          STATION RECOVERY (1995)
 DE1608
 DE1608'RECOVERY NOTE BY US POWER SQUADRON 1995
 DE1608'MARK NOT FOUND.
 DE1608
 DE1608                          STATION RECOVERY (2002)
 DE1608
 DE1608'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1608'NOT RECOVERED, SEARCHED 20 MINUTES WITH NO RESULTS, INADEQUATE
 DE1608'MEASUREMENTS AND
 DE1608'HEADINGS, COULD BE INTACT.
 DE1608'RECOVERY BY T. HALL.
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608' 
 DE1608'
 DE1608
 DE1608                          STATION RECOVERY (2003)
 DE1608
 DE1608'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1608'SEARCHED SE OF PP WITH MICRONTA 4991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1609 ***********************************************************************
 DE1609  DESIGNATION -  18 052
 DE1609  PID         -  DE1609
 DE1609  STATE/COUNTY-  SC/DORCHESTER
 DE1609  USGS QUAD   -  RIDGEVILLE (1979)
 DE1609
 DE1609                         *CURRENT SURVEY CONTROL
 DE1609  ___________________________________________________________________
 DE1609* NAD 83(1986)-  33 04 15.     (N)    080 15 08.     (W)     SCALED    
 DE1609* NAVD 88     -        17.108  (meters)      56.13   (feet)  ADJUSTED  
 DE1609  ___________________________________________________________________
 DE1609  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DE1609  DYNAMIC HT  -          17.090 (meters)      56.07  (feet)  COMP
 DE1609  MODELED GRAV-     979,564.7   (mgal)                       NAVD 88
 DE1609
 DE1609  VERT ORDER  -  FIRST     CLASS II
 DE1609
 DE1609.The horizontal coordinates were scaled from a topographic map and have
 DE1609.an estimated accuracy of +/- 6 seconds.
 DE1609
 DE1609.The orthometric height was determined by differential leveling
 DE1609.and adjusted by the National Geodetic Survey in September 1998..
 DE1609
 DE1609.The geoid height was determined by GEOID03.
 DE1609
 DE1609.The dynamic height is computed by dividing the NAVD 88
 DE1609.geopotential number by the normal gravity value computed on the
 DE1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1609.degrees latitude (g = 980.6199 gals.).
 DE1609
 DE1609.The modeled gravity was interpolated from observed gravity values.
 DE1609
 DE1609;                    North         East    Units  Estimated Accuracy
 DE1609;SPC SC       -   137,490.      679,420.      MT  (+/- 180 meters Scaled)
 DE1609
 DE1609                          SUPERSEDED SURVEY CONTROL
 DE1609
 DE1609  NAVD 88 (06/15/91)   17.104  (m)           56.12   (f) UNKNOWN     1 2
 DE1609  NGVD 29 (03/21/89)   17.400  (m)           57.09   (f) ADJUSTED    1 2
 DE1609
 DE1609.Superseded values are not recommended for survey control.
 DE1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1609.See file dsdata.txt to determine how the superseded data were derived.
 DE1609
 DE1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS697593(NAD 83)
 DE1609_MARKER: DD = SURVEY DISK
 DE1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1609_SP_SET: CONCRETE POST
 DE1609_STAMPING: VERT 18 052 1985
 DE1609_MARK LOGO: SCGS  
 DE1609_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1609_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1609+STABILITY: SURFACE MOTION
 DE1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1609+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1995
 DE1609
 DE1609  HISTORY     - Date     Condition        Report By
 DE1609  HISTORY     - 1985     MONUMENTED       SCGS
 DE1609  HISTORY     - 19930619 GOOD             USPSQD
 DE1609  HISTORY     - 19950228 GOOD             SCGS
 DE1609  HISTORY     - 20020911 MARK NOT FOUND   SCGS
 DE1609  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 DE1609
 DE1609                          STATION DESCRIPTION
 DE1609
 DE1609'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1609'1.8 KM (1.1 MI) NORTH FROM JEDBURG.
 DE1609'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1609'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 10.05
 DE1609'KILOMETERS (6.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, SET NEAR A
 DE1609'POWER POLE AND A TELEPHONE JUNCTION BOX IN THE SOUTH ANGLE OF THE
 DE1609'INTERSECTION OF COUNTY ROAD S-18-22, 13.0 METERS (42.65 FEET)
 DE1609'WEST-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 78, 8.7 METERS (28.54
 DE1609'FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 5.02 METERS
 DE1609'(16.47 FEET) NORTHEAST OF A LONE 24-INCH OAK TREE, 2.82 METERS (9.25
 DE1609'FEET) SOUTH OF THE POWER POLE.
 DE1609'THE MARK IS 2.67 METERS  S FROM A WITNESS POST.
 DE1609'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1609
 DE1609                          STATION RECOVERY (1993)
 DE1609
 DE1609'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1609'RECOVERED IN GOOD CONDITION.
 DE1609
 DE1609                          STATION RECOVERY (1995)
 DE1609
 DE1609'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DE1609'STATION IS LOCATED 5.75 MILES (9.25 KM) NORTHWEST OF SUMMERVILLE, 3.95
 DE1609'MILES (6.36 KM) EAST SOUTHEAST OF RIDGEVILLE.  OWNERSHIP--SCDOT,
 DE1609'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE1609'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE1609'INTERSTATE 26 AND STATE ROAD 16 (EXIT 194) , 4.7 MILES (7.6 KM) NORTH
 DE1609'NORTHWEST OF SUMMERVILLE, GO SOUTHWEST ON ROAD 16 FOR 2.6 MILES (4.2
 DE1609'KM) TO THE JUNCTION OF U.S.  HIGHWAY 78, TURN RIGHT ON HIGHWAY 78 FOR
 DE1609'1.35 MILES (2.17 KM) TO THE STATION NEAR A POWER POLE IN THE SOUTHEAST
 DE1609'ANGLE OF THE JUNCTION OF STATE ROAD 22 (OLD ORANGEBURG ROAD) .
 DE1609'STATION IS A CONCRETE POST PROJECTING 0.3 FOOT (9.1 CM) AND LEVEL WITH
 DE1609'ROAD 22, 27.6 FEET (8.4 M) EAST SOUTHEAST OF THE CENTER OF ROAD 22,
 DE1609'42.2 FEET (12.9 M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 5.5
 DE1609'FEET (1.7 M) SOUTH SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE
 DE1609'WASHER ATTACHED, 20.3 FEET (6.2 M) NORTH NORTHWEST OF A POWER POLE
 DE1609'WITH ONE GUY WIRE, 6.0 FEET (1.8 M) SOUTH SOUTHWEST OF A WITNESS POST.
 DE1609'RECOVERED BY R.W.  ROBERTS.
 DE1609
 DE1609                          STATION RECOVERY (2002)
 DE1609
 DE1609'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1609'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 DE1609'TO
 DE1609'AN AREA NOW CHANGED DUE TO UNDERGROUND WATER AND SEWER LINES.
 DE1609'RECOVERY BY T. HALL.
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609' 
 DE1609'
 DE1609
 DE1609                          STATION RECOVERY (2003)
 DE1609
 DE1609'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1609'SEARCHED S OF PP WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1617 ***********************************************************************
 DE1617  DESIGNATION -  18 053
 DE1617  PID         -  DE1617
 DE1617  STATE/COUNTY-  SC/DORCHESTER
 DE1617  USGS QUAD   -  RIDGEVILLE (1979)
 DE1617
 DE1617                         *CURRENT SURVEY CONTROL
 DE1617  ___________________________________________________________________
 DE1617* NAD 83(1986)-  33 02 57.     (N)    080 15 08.     (W)     SCALED    
 DE1617* NAVD 88     -        15.367  (meters)      50.42   (feet)  ADJUSTED  
 DE1617  ___________________________________________________________________
 DE1617  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DE1617  DYNAMIC HT  -          15.350 (meters)      50.36  (feet)  COMP
 DE1617  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DE1617
 DE1617  VERT ORDER  -  FIRST     CLASS II
 DE1617
 DE1617.The horizontal coordinates were scaled from a topographic map and have
 DE1617.an estimated accuracy of +/- 6 seconds.
 DE1617
 DE1617.The orthometric height was determined by differential leveling
 DE1617.and adjusted by the National Geodetic Survey in June 1991..
 DE1617
 DE1617.The geoid height was determined by GEOID03.
 DE1617
 DE1617.The dynamic height is computed by dividing the NAVD 88
 DE1617.geopotential number by the normal gravity value computed on the
 DE1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1617.degrees latitude (g = 980.6199 gals.).
 DE1617
 DE1617.The modeled gravity was interpolated from observed gravity values.
 DE1617
 DE1617;                    North         East    Units  Estimated Accuracy
 DE1617;SPC SC       -   135,090.      679,430.      MT  (+/- 180 meters Scaled)
 DE1617
 DE1617                          SUPERSEDED SURVEY CONTROL
 DE1617
 DE1617  NGVD 29 (03/21/89)   15.662  (m)           51.38   (f) ADJUSTED    1 2
 DE1617
 DE1617.Superseded values are not recommended for survey control.
 DE1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1617.See file dsdata.txt to determine how the superseded data were derived.
 DE1617
 DE1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS698569(NAD 83)
 DE1617_MARKER: DD = SURVEY DISK
 DE1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1617_SP_SET: CONCRETE POST
 DE1617_STAMPING: VERT 18 053 1985
 DE1617_MARK LOGO: SCGS  
 DE1617_PROJECTION: RECESSED 3 CENTIMETERS
 DE1617_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1617+STABILITY: SURFACE MOTION
 DE1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1617+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 DE1617
 DE1617  HISTORY     - Date     Condition        Report By
 DE1617  HISTORY     - 1985     MONUMENTED       SCGS
 DE1617  HISTORY     - 19930619 MARK NOT FOUND   USPSQD
 DE1617  HISTORY     - 19950228 GOOD             SCGS
 DE1617  HISTORY     - 20020911 GOOD             SCGS
 DE1617
 DE1617                          STATION DESCRIPTION
 DE1617
 DE1617'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1617'1.35 KM (0.85 MI) WSW FROM JEDBURG.
 DE1617'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1617'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 10.05
 DE1617'KILOMETERS (6.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 2.5
 DE1617'KILOMETERS (1.55 MILES) SOUTHERLY ALONG COUNTY ROAD S-18-22, SET NEAR
 DE1617'A POWER POLE ON THE NORTH SIDE OF A ONE-STORY WOOD HOUSE WITH A
 DE1617'90-INCH OAK TREE IN THE FRONT YARD, 17.75 METERS (58.23 FEET)
 DE1617'WEST-SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 16.0 METERS
 DE1617'(52.49 FEET) NORTH-NORTHWEST OF THE 90-INCH OAK TREE, 15.15 METERS
 DE1617'(49.7 FEET) NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE, 0.88 METER
 DE1617'(2.89 FEET) SOUTH OF THE POWER POLE.
 DE1617'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 DE1617
 DE1617                          STATION RECOVERY (1993)
 DE1617
 DE1617'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1617'MARK NOT FOUND.
 DE1617
 DE1617                          STATION RECOVERY (1995)
 DE1617
 DE1617'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DE1617'STATION IS LOCATED 4.9 MILES (7.9 KM) WEST NORTHWEST OF SUMMERVILLE,
 DE1617'4.8 MILES (7.7 KM) SOUTHEAST OF RIDGEVILLE.  OWNERSHIP--WESLEY
 DE1617'JOHNSON, 1047 WEST OLD ORANGEBURG ROAD, SUMMERVILLE, SC 29483.  TO
 DE1617'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND
 DE1617'STATE ROAD 16 (EXIT 194) , 4.7 MILES (7.6 KM) NORTH NORTHWEST OF
 DE1617'SUMMERVILLE, GO SOUTHWEST ON ROAD 16 FOR 2.6 MILES (4.2 KM) TO THE
 DE1617'JUNCTION OF U.S.  HIGHWAY 78, TURN RIGHT ON HIGHWAY 78 FOR 1.35 MILES
 DE1617'(2.17 KM) TO THE JUNCTION OF STATE ROAD 22 (OLD ORANGEBURG ROAD) ,
 DE1617'TURN LEFT ON ROAD 22 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE
 DE1617'ROADS 470 AND 493 (GRAYBACK ROAD) , CONTINUE ON ROAD 22 FOR 0.4 MILE
 DE1617'(0.6 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE SIDE
 DE1617'YARD OF A WOOD HOUSE.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT
 DE1617'(9.1 CM) AND 1.5 FEET (0.5 M) ABOVE ROAD 22, 58.3 FEET (17.8 M) WEST
 DE1617'OF THE CENTER OF ROAD 22, 51.1 FEET (15.6 M) NORTH OF THE NORTHEAST
 DE1617'CORNER OF THE CINDER BLOCK FRONT PORCH, 49.6 FEET (15.1 M) NORTHEAST
 DE1617'OF THE NORTHWEST CORNER OF THE HOUSE, 3.2 FEET (1.0 M) SOUTH SOUTHWEST
 DE1617'OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 52.0 FEET
 DE1617'(15.8 M) NORTHWEST OF A 4.0-FOOT OAK TREE, 3.2 FEET (1.0 M) SOUTH
 DE1617'SOUTHWEST OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
 DE1617
 DE1617                          STATION RECOVERY (2002)
 DE1617
 DE1617'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1617'STATION IS LOCATED 4.95 MILES WEST NORTHWEST OF SUMMERVILLE, 20.9
 DE1617'MILES EAST
 DE1617'SOUTHEAST OF SAINT GEORGE. OWNERSHIP--TYRONE WILLIAMS.
 DE1617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78, STATE
 DE1617'HIGHWAY 173 AND
 DE1617'STATE ROAD 182 (MYERS BRANCH ROAD), 1.8 MILES EAST NORTHEAST OF
 DE1617'RIDGEVILLE, GO
 DE1617'SOUTHEAST ON HIGHWAY 78 FOR 3.05 MILES TO THE JUNCTION OF STATE ROAD
 DE1617'22 (DAWSON
 DE1617'BRANCH ROAD) LEFT AND (ORANGEBURG ROAD) RIGHT, TURN RIGHT ON ROAD 22
 DE1617'FOR 1.2
 DE1617'MILES TO THE JUNCTION OF STATE ROADS 470 (GRAYBACK ROAD) LEFT AND ROAD
 DE1617'493 RIGHT,
 DE1617'CONTINUE ON ROAD 22 FOR 0.35 MILE TO THE STATION ON THE RIGHT NEAR A
 DE1617'POWER LINE
 DE1617'STUB POLE IN THE NORTH SIDE YARD OF AN ABANDONED WOOD HOUSE NUMBER
 DE1617'1439 WITH A
 DE1617'4.0-FOOT LIVE OAK TREE IN THE FRONT YARD.
 DE1617'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 1.0 FOOT ABOVE THE
 DE1617'ROAD, 58.3 FEET
 DE1617'WEST OF THE CENTER OF THE ROAD, 52.8 FEET NORTHWEST OF THE LIVE OAK
 DE1617'TREE, 3.2 FEET
 DE1617'SOUTH OF THE POWER LINE STUB POLE WITH A SCGS REFERENCE WASHER
 DE1617'ATTACHED, 38.2
 DE1617'FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF A BRICK FOUNDATION
 DE1617'PIER, 26.9 FEET
 DE1617'WEST OF A TELEPHONE JUNCTION BOX NUMBER 7.
 DE1617'RECOVERED BY T. HALL.
 DE1617' 
 DE1617' 
 DE1617' 
 DE1617' 
 DE1617' 
 DE1617' 
 DE1617' 
 DE1617' 
 DE1617' 
 DE1617' 
 DE1617'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1619 ***********************************************************************
 DE1619  DESIGNATION -  18 054
 DE1619  PID         -  DE1619
 DE1619  STATE/COUNTY-  SC/DORCHESTER
 DE1619  USGS QUAD   -  SUMMERVILLE (1990)
 DE1619
 DE1619                         *CURRENT SURVEY CONTROL
 DE1619  ___________________________________________________________________
 DE1619* NAD 83(1986)-  33 02 07.     (N)    080 14 48.     (W)     SCALED    
 DE1619* NAVD 88     -        17.696  (meters)      58.06   (feet)  ADJUSTED  
 DE1619  ___________________________________________________________________
 DE1619  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DE1619  DYNAMIC HT  -          17.677 (meters)      58.00  (feet)  COMP
 DE1619  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DE1619
 DE1619  VERT ORDER  -  FIRST     CLASS II
 DE1619
 DE1619.The horizontal coordinates were scaled from a topographic map and have
 DE1619.an estimated accuracy of +/- 6 seconds.
 DE1619
 DE1619.The orthometric height was determined by differential leveling
 DE1619.and adjusted by the National Geodetic Survey in June 1991..
 DE1619
 DE1619.The geoid height was determined by GEOID03.
 DE1619
 DE1619.The dynamic height is computed by dividing the NAVD 88
 DE1619.geopotential number by the normal gravity value computed on the
 DE1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1619.degrees latitude (g = 980.6199 gals.).
 DE1619
 DE1619.The modeled gravity was interpolated from observed gravity values.
 DE1619
 DE1619;                    North         East    Units  Estimated Accuracy
 DE1619;SPC SC       -   133,550.      679,960.      MT  (+/- 180 meters Scaled)
 DE1619
 DE1619                          SUPERSEDED SURVEY CONTROL
 DE1619
 DE1619  NGVD 29 (03/21/89)   17.991  (m)           59.03   (f) ADJUSTED    1 2
 DE1619
 DE1619.Superseded values are not recommended for survey control.
 DE1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1619.See file dsdata.txt to determine how the superseded data were derived.
 DE1619
 DE1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS703554(NAD 83)
 DE1619_MARKER: DB = BENCH MARK DISK
 DE1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1619_SP_SET: CONCRETE POST
 DE1619_STAMPING: VERT 18 054 1985
 DE1619_MARK LOGO: SCGS  
 DE1619_PROJECTION: RECESSED 7 CENTIMETERS
 DE1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1619
 DE1619  HISTORY     - Date     Condition        Report By
 DE1619  HISTORY     - 1985     MONUMENTED       SCGS
 DE1619  HISTORY     - 19930619 MARK NOT FOUND   USPSQD
 DE1619  HISTORY     - 20020911 MARK NOT FOUND   SCGS
 DE1619
 DE1619                          STATION DESCRIPTION
 DE1619
 DE1619'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1619'2.9 KM (1.8 MI) NNW FROM KNIGHTSVILLE.
 DE1619'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1619'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 10.05
 DE1619'KILOMETERS (6.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 4.1
 DE1619'KILOMETERS (2.55 MILES) SOUTHERLY ALONG COUNTY ROAD S-18-22, SET IN
 DE1619'THE SOUTHWEST CORNER OF THE YARD OF A ONE-STORY WOOD HOUSE WITH A ROW
 DE1619'OF CEDAR TREES ON THE SOUTH SIDE OF THE HOUSE, 19.35 METERS (63.48
 DE1619'FEET) SOUTH-SOUTHWEST OF A LONE 18-INCH CEDAR TREE AT THE NORTHWEST
 DE1619'CORNER OF THE HOUSE, 15.25 METERS (50.03 FEET) SOUTHWEST OF THE
 DE1619'SOUTHWEST CORNER OF THE HOUSE, 13.7 METERS (44.95 FEET)
 DE1619'SOUTH-SOUTHEAST OF A LONE 48-INCH RED OAK TREE, 9.95 METERS (36.64
 DE1619'FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 9.93 METERS
 DE1619'(32.58 FEET) WEST-SOUTHWEST OF A POWER POLE.
 DE1619'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1619
 DE1619                          STATION RECOVERY (1993)
 DE1619
 DE1619'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1619'MARK NOT FOUND.
 DE1619
 DE1619                          STATION RECOVERY (2002)
 DE1619
 DE1619'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1619'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, MEASUREMENTS
 DE1619'INADEQUATE TO
 DE1619'LOCATE EXACT LOCATION, THE AREA HAS BEEN FILLED TO CREATE A YARD FOR A
 DE1619'MOBILE HOME,
 DE1619'MAY BE INTACT BENEATH SEVERAL FEET OF EARTH FILL.
 DE1619'RECOVERY BY T. HALL.
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619' 
 DE1619'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1620 ***********************************************************************
 DE1620  DESIGNATION -  18 055
 DE1620  PID         -  DE1620
 DE1620  STATE/COUNTY-  SC/DORCHESTER
 DE1620  USGS QUAD   -  SUMMERVILLE (1990)
 DE1620
 DE1620                         *CURRENT SURVEY CONTROL
 DE1620  ___________________________________________________________________
 DE1620* NAD 83(1986)-  33 01 24.     (N)    080 14 31.     (W)     SCALED    
 DE1620* NAVD 88     -        17.875  (meters)      58.64   (feet)  ADJUSTED  
 DE1620  ___________________________________________________________________
 DE1620  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DE1620  DYNAMIC HT  -          17.856 (meters)      58.58  (feet)  COMP
 DE1620  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DE1620
 DE1620  VERT ORDER  -  FIRST     CLASS II
 DE1620
 DE1620.The horizontal coordinates were scaled from a topographic map and have
 DE1620.an estimated accuracy of +/- 6 seconds.
 DE1620
 DE1620.The orthometric height was determined by differential leveling
 DE1620.and adjusted by the National Geodetic Survey in June 1991..
 DE1620
 DE1620.The geoid height was determined by GEOID03.
 DE1620
 DE1620.The dynamic height is computed by dividing the NAVD 88
 DE1620.geopotential number by the normal gravity value computed on the
 DE1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1620.degrees latitude (g = 980.6199 gals.).
 DE1620
 DE1620.The modeled gravity was interpolated from observed gravity values.
 DE1620
 DE1620;                    North         East    Units  Estimated Accuracy
 DE1620;SPC SC       -   132,230.      680,410.      MT  (+/- 180 meters Scaled)
 DE1620
 DE1620                          SUPERSEDED SURVEY CONTROL
 DE1620
 DE1620  NGVD 29 (03/21/89)   18.170  (m)           59.61   (f) ADJUSTED    1 2
 DE1620
 DE1620.Superseded values are not recommended for survey control.
 DE1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1620.See file dsdata.txt to determine how the superseded data were derived.
 DE1620
 DE1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS707541(NAD 83)
 DE1620_MARKER: DB = BENCH MARK DISK
 DE1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1620_SP_SET: CONCRETE POST
 DE1620_STAMPING: VERT 18 055 1985
 DE1620_MARK LOGO: SCGS  
 DE1620_PROJECTION: FLUSH
 DE1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1620
 DE1620  HISTORY     - Date     Condition        Report By
 DE1620  HISTORY     - 1985     MONUMENTED       SCGS
 DE1620  HISTORY     - 19930619 MARK NOT FOUND   USPSQD
 DE1620  HISTORY     - 20020820 MARK NOT FOUND   SCGS
 DE1620
 DE1620                          STATION DESCRIPTION
 DE1620
 DE1620'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1620'1.35 KM (0.85 MI) NNW FROM KNIGHTSVILLE.
 DE1620'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1620'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 10.05
 DE1620'KILOMETERS (6.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 5.5
 DE1620'KILOMETERS (3.4 MILES) SOUTHERLY ALONG COUNTY ROAD S-18-22, SET IN A
 DE1620'FLOWER BED NEAR THE MAIN ENTRANCE DOORS TO THE PINEWOOD-SUMMERVILLE
 DE1620'PREPARATORY SCHOOL, 68.3 METERS (224.08 FEET) EAST-NORTHEAST OF THE
 DE1620'CENTERLINE OF THE COUNTY ROAD, 20.8 METERS (68.24 FEET)
 DE1620'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE MAIN SCHOOL BUILDING,
 DE1620'15.45 METERS (50.69 FEET) SOUTH OF THE NORTHWEST CORNER OF THE MAIN
 DE1620'SCHOOL BUILDING, 2.15 METERS (7.05 FEET) WEST-SOUTHWEST OF THE WEST
 DE1620'FACE OF THE MAIN SCHOOL BUILDING, 16.75 METERS (54.95 FEET)
 DE1620'EAST-NORTHEAST OF A FLAG POLE.
 DE1620'THE MARK IS ABOVE LEVEL WITH DRIVE.
 DE1620
 DE1620                          STATION RECOVERY (1993)
 DE1620
 DE1620'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1620'MARK NOT FOUND.
 DE1620
 DE1620                          STATION RECOVERY (2002)
 DE1620
 DE1620'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1620'NOT RECOVERED, SEARCHED 10 MINUTES WITH NO RESULTS, MEASUREMENTS  LED
 DE1620'TO AN AREA
 DE1620'WHICH IS NOW GRADED AND USED AS A SOCCER FIELD, PRESUMED DESTROYED.
 DE1620'RECOVERY BY T. HALL.
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620' 
 DE1620'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1621 ***********************************************************************
 DE1621  DESIGNATION -  18 056
 DE1621  PID         -  DE1621
 DE1621  STATE/COUNTY-  SC/DORCHESTER
 DE1621  USGS QUAD   -  SUMMERVILLE (1990)
 DE1621
 DE1621                         *CURRENT SURVEY CONTROL
 DE1621  ___________________________________________________________________
 DE1621* NAD 83(1986)-  33 00 43.     (N)    080 14 16.     (W)     SCALED    
 DE1621* NAVD 88     -        19.192  (meters)      62.97   (feet)  ADJUSTED  
 DE1621  ___________________________________________________________________
 DE1621  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DE1621  DYNAMIC HT  -          19.171 (meters)      62.90  (feet)  COMP
 DE1621  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 DE1621
 DE1621  VERT ORDER  -  FIRST     CLASS II
 DE1621
 DE1621.The horizontal coordinates were scaled from a topographic map and have
 DE1621.an estimated accuracy of +/- 6 seconds.
 DE1621
 DE1621.The orthometric height was determined by differential leveling
 DE1621.and adjusted by the National Geodetic Survey in June 1991..
 DE1621
 DE1621.The geoid height was determined by GEOID03.
 DE1621
 DE1621.The dynamic height is computed by dividing the NAVD 88
 DE1621.geopotential number by the normal gravity value computed on the
 DE1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1621.degrees latitude (g = 980.6199 gals.).
 DE1621
 DE1621.The modeled gravity was interpolated from observed gravity values.
 DE1621
 DE1621;                    North         East    Units  Estimated Accuracy
 DE1621;SPC SC       -   130,970.      680,810.      MT  (+/- 180 meters Scaled)
 DE1621
 DE1621                          SUPERSEDED SURVEY CONTROL
 DE1621
 DE1621  NGVD 29 (03/21/89)   19.487  (m)           63.93   (f) ADJUSTED    1 2
 DE1621
 DE1621.Superseded values are not recommended for survey control.
 DE1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1621.See file dsdata.txt to determine how the superseded data were derived.
 DE1621
 DE1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS711528(NAD 83)
 DE1621_MARKER: DD = SURVEY DISK
 DE1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1621_SP_SET: CONCRETE POST
 DE1621_STAMPING: VERT 18 056 1985
 DE1621_MARK LOGO: SCGS  
 DE1621_PROJECTION: FLUSH
 DE1621_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1621+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 DE1621
 DE1621  HISTORY     - Date     Condition        Report By
 DE1621  HISTORY     - 1985     MONUMENTED       SCGS
 DE1621  HISTORY     - 19930619 GOOD             USPSQD
 DE1621  HISTORY     - 20020813 GOOD             SCGS
 DE1621
 DE1621                          STATION DESCRIPTION
 DE1621
 DE1621'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1621'IN KNIGHTSVILLE.
 DE1621'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1621'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 10.05
 DE1621'KILOMETERS (6.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 6.9
 DE1621'KILOMETERS (4.3 MILES) SOUTHERLY ALONG COUNTY ROAD S-18-22, SET NEAR A
 DE1621'LONE PALMETTO TREE IN THE NORTH ANGLE OF THE INTERSECTION OF COUNTY
 DE1621'ROAD S-18-13, ALSO MAY BE REACHED BY GOING 0.4 KILOMETER (0.25 MILE)
 DE1621'NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH GUM STREET) FROM THE NEW
 DE1621'SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER (0.2 MILE) NORTHWEST
 DE1621'ALONG U.S. HIGHWAY 78, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTHWESTERLY
 DE1621'ALONG U.S. HIGHWAY 17 ALTERNATE, THENCE 2.95 KILOMETERS (1.85 MILES)
 DE1621'NORTHERLY ALONG COUNTY ROAD S-18-22, 17.42 METERS (57.15 FEET)
 DE1621'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-18-13, 15.82 METERS
 DE1621'(51.9 FEET) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-18-22,
 DE1621'18.9 METERS (62.01 FEET) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A
 DE1621'LARGE ALUMINUM BUILDING, 6.77 METERS (22.21 FEET) EAST-NORTHEAST OF A
 DE1621'FIRE HYDRANT, 1.35 METERS (4.43 FEET) WEST-NORTHWEST OF THE PALMETTO
 DE1621'TREE, 8.25 METERS (27.07 FEET) NORTH OF A POWER POLE.
 DE1621'THE MARK IS 0.30 M ABOVE COUNTY ROADS.
 DE1621
 DE1621                          STATION RECOVERY (1993)
 DE1621
 DE1621'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1621'RECOVERED IN GOOD CONDITION.
 DE1621
 DE1621                          STATION RECOVERY (2002)
 DE1621
 DE1621'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1621'STATION IS LOCATED 3.6 MILES WEST OF SUMMERVILLE, 22.9 MILES EAST
 DE1621'SOUTHEAST OF SAINT
 DE1621'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1621'COLUMBIA, SC
 DE1621'29202, PHONE 803-737-1350.
 DE1621'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 DE1621'BRIDGE ROAD) AND
 DE1621'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 DE1621'SOUTHWEST OF
 DE1621'SUMMERVILLE, GO NORTHWEST ON HIGHWAY 642 FOR 0.5 MILE TO A FORK
 DE1621'JUNCTION OF STATE ROAD
 DE1621'22 (ORANGEBURG ROAD), BEAR RIGHT ON ROAD 22 FOR 1.6 MILES TO THE
 DE1621'JUNCTION OF U.S. HIGHWAY
 DE1621'17 ALTERNATE (BOONE HILL ROAD), CONTINUE ON ROAD 22 FOR 1.75 MILES TO
 DE1621'THE STATION ON
 DE1621'THE RIGHT NEAR A LONE PALMETTO TREE IN THE NORTHEAST ANGLE OF THE
 DE1621'JUNCTION OF
 DE1621'STATE ROAD 13 (CENTRAL AVENUE).
 DE1621'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1621'ROADS, 9.4 FEET
 DE1621'SOUTHWEST OF A FLAG POLE, 4.4 FEET NORTHWEST OF THE 1.1-FOOT PALMETTO
 DE1621'TREE, 51.3 FEET
 DE1621'EAST NORTHEAST OF THE CENTER OF ROAD 22, 57.0 FEET NORTH NORTHWEST OF
 DE1621'THE CENTER
 DE1621'OF ROAD 13, 15.1 FEET SOUTH SOUTHEAST OF A POWER POLE NUMBER 478749
 DE1621'WITH A SECURITY
 DE1621'LIGHT, 61.8 FEET SOUTHWEST OF THE SOUTH CORNER OF A BRICK AND METAL
 DE1621'BUILDING
 DE1621'(KNIGHTSVILLE CORNER STORE), 18.2 FEET WEST OF A METAL POST FOR A SIGN
 DE1621'(BP).
 DE1621'RECOVERED BY J.B. SMOAK.
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621' 
 DE1621'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3180 ***********************************************************************
 CK3180  DESIGNATION -  18 057
 CK3180  PID         -  CK3180
 CK3180  STATE/COUNTY-  SC/DORCHESTER
 CK3180  USGS QUAD   -  STALLSVILLE (1979)
 CK3180
 CK3180                         *CURRENT SURVEY CONTROL
 CK3180  ___________________________________________________________________
 CK3180* NAD 83(1986)-  32 59 56.     (N)    080 13 48.     (W)     SCALED    
 CK3180* NAVD 88     -        21.682  (meters)      71.14   (feet)  ADJUSTED  
 CK3180  ___________________________________________________________________
 CK3180  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 CK3180  DYNAMIC HT  -          21.659 (meters)      71.06  (feet)  COMP
 CK3180  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 CK3180
 CK3180  VERT ORDER  -  FIRST     CLASS II
 CK3180
 CK3180.The horizontal coordinates were scaled from a topographic map and have
 CK3180.an estimated accuracy of +/- 6 seconds.
 CK3180
 CK3180.The orthometric height was determined by differential leveling
 CK3180.and adjusted by the National Geodetic Survey in June 1991..
 CK3180
 CK3180.The geoid height was determined by GEOID03.
 CK3180
 CK3180.The dynamic height is computed by dividing the NAVD 88
 CK3180.geopotential number by the normal gravity value computed on the
 CK3180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3180.degrees latitude (g = 980.6199 gals.).
 CK3180
 CK3180.The modeled gravity was interpolated from observed gravity values.
 CK3180
 CK3180;                    North         East    Units  Estimated Accuracy
 CK3180;SPC SC       -   129,530.      681,550.      MT  (+/- 180 meters Scaled)
 CK3180
 CK3180                          SUPERSEDED SURVEY CONTROL
 CK3180
 CK3180  NGVD 29 (03/21/89)   21.977  (m)           72.10   (f) ADJUSTED    1 2
 CK3180
 CK3180.Superseded values are not recommended for survey control.
 CK3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3180.See file dsdata.txt to determine how the superseded data were derived.
 CK3180
 CK3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS719514(NAD 83)
 CK3180_MARKER: DD = SURVEY DISK
 CK3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3180_SP_SET: CONCRETE POST
 CK3180_STAMPING: VERT 18 057 1985
 CK3180_MARK LOGO: SCGS  
 CK3180_PROJECTION: FLUSH
 CK3180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3180+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 CK3180
 CK3180  HISTORY     - Date     Condition        Report By
 CK3180  HISTORY     - 1985     MONUMENTED       SCGS
 CK3180  HISTORY     - 19930619 GOOD             USPSQD
 CK3180  HISTORY     - 20020813 GOOD             SCGS
 CK3180
 CK3180                          STATION DESCRIPTION
 CK3180
 CK3180'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3180'1.7 KM (1.05 MI) SE FROM KNIGHTSVILLE.
 CK3180'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 CK3180'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 CK3180'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 6.9 KILOMETERS (4.3
 CK3180'MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, THENCE 1.3
 CK3180'KILOMETERS (0.8 MILE) NORTHERLY ALONG COUNTY ROAD S-18-22, SET NEAR A
 CK3180'POWER POLE NEAR THE SOUTH CORNER OF THE CAMEL HILL UNITED METHODIST
 CK3180'CHURCH, 61.0 METERS (200.13 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF
 CK3180'THE COUNTY ROAD, 11.15 METERS (36.58 FEET) SOUTH-SOUTHWEST OF THE
 CK3180'SOUTH CORNER OF THE CHURCH, 18.3 METERS (60.04 FEET) EAST-NORTHEAST OF
 CK3180'A HEADSTONE (JOHNNIE WILLIAMS U.S. ARMY WORLD WAR II), 5.25 METERS
 CK3180'(17.22 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A SAND ROAD
 CK3180'ON THE SOUTH SIDE OF THE CHURCH, 1.15 METERS (3.77 FEET)
 CK3180'NORTH-NORTHEAST OF THE POWER POLE NUMBER 268155.
 CK3180'THE MARK IS 0.80 METERS  NNE FROM A WITNESS POST.
 CK3180'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK3180
 CK3180                          STATION RECOVERY (1993)
 CK3180
 CK3180'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3180'RECOVERED IN GOOD CONDITION.
 CK3180
 CK3180                          STATION RECOVERY (2002)
 CK3180
 CK3180'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3180'STATION IS LOCATED 3.45 MILES WEST SOUTHWEST OF SUMMERVILLE, 23.8
 CK3180'MILES EAST
 CK3180'SOUTHEAST OF SAINT GEORGE. OWNERSHIP--CAMEL HILL UNITED METHODIST
 CK3180'CHURCH, 671
 CK3180'ORANGEBURG ROAD, SUMMERVILLE, SC 29483.
 CK3180'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3180'BRIDGE ROAD) AND
 CK3180'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3180'SOUTHWEST OF
 CK3180'SUMMERVILLE, GO NORTHWEST ON HIGHWAY 642 FOR 0.5 MILE TO A FORK
 CK3180'JUNCTION OF STATE ROAD
 CK3180'22 (ORANGEBURG ROAD), BEAR RIGHT ON ROAD 22 FOR 1.6 MILES TO THE
 CK3180'JUNCTION OF U.S. HIGHWAY
 CK3180'17 ALTERNATE (BOONE HILL ROAD), CONTINUE ON ROAD 22 FOR 0.75 MILE TO
 CK3180'THE STATION ON
 CK3180'THE LEFT NEAR A POWER POLE IN THE SOUTH CORNER OF THE YARD FOR THE
 CK3180'CAMEL HILL
 CK3180'UNITED METHODIST CHURCH.
 CK3180'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3180'ROAD, 200.0 FEET
 CK3180'WEST SOUTHWEST OF THE CENTER OF ROAD 22, 3.8 FEET NORTH NORTHEAST OF
 CK3180'THE POWER
 CK3180'POLE NUMBER 263155 WITH A SECURITY LIGHT, 36.4 FEET SOUTH SOUTHWEST OF
 CK3180'THE SOUTH
 CK3180'CORNER OF THE CHURCH, 16.7 FEET NORTH NORTHWEST OF A SAND ROAD (BARNES
 CK3180'WAY) LEADING
 CK3180'WEST, 155.1 FEET SOUTHWEST OF SURVEY STATION G 5, 2.6 FEET NORTH
 CK3180'NORTHEAST OF A
 CK3180'WITNESS POST.
 CK3180'RECOVERED BY J.B. SMOAK.
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
 CK3180' 
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1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3182 ***********************************************************************
 CK3182  DESIGNATION -  18 058
 CK3182  PID         -  CK3182
 CK3182  STATE/COUNTY-  SC/DORCHESTER
 CK3182  USGS QUAD   -  STALLSVILLE (1979)
 CK3182
 CK3182                         *CURRENT SURVEY CONTROL
 CK3182  ___________________________________________________________________
 CK3182* NAD 83(1986)-  32 59 24.     (N)    080 13 23.     (W)     SCALED    
 CK3182* NAVD 88     -        18.290  (meters)      60.01   (feet)  ADJUSTED  
 CK3182  ___________________________________________________________________
 CK3182  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CK3182  DYNAMIC HT  -          18.270 (meters)      59.94  (feet)  COMP
 CK3182  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 CK3182
 CK3182  VERT ORDER  -  FIRST     CLASS II
 CK3182
 CK3182.The horizontal coordinates were scaled from a topographic map and have
 CK3182.an estimated accuracy of +/- 6 seconds.
 CK3182
 CK3182.The orthometric height was determined by differential leveling
 CK3182.and adjusted by the National Geodetic Survey in June 1991..
 CK3182
 CK3182.The geoid height was determined by GEOID03.
 CK3182
 CK3182.The dynamic height is computed by dividing the NAVD 88
 CK3182.geopotential number by the normal gravity value computed on the
 CK3182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3182.degrees latitude (g = 980.6199 gals.).
 CK3182
 CK3182.The modeled gravity was interpolated from observed gravity values.
 CK3182
 CK3182;                    North         East    Units  Estimated Accuracy
 CK3182;SPC SC       -   128,550.      682,210.      MT  (+/- 180 meters Scaled)
 CK3182
 CK3182                          SUPERSEDED SURVEY CONTROL
 CK3182
 CK3182  NGVD 29 (03/21/89)   18.584  (m)           60.97   (f) ADJUSTED    1 2
 CK3182
 CK3182.Superseded values are not recommended for survey control.
 CK3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3182.See file dsdata.txt to determine how the superseded data were derived.
 CK3182
 CK3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS725504(NAD 83)
 CK3182_MARKER: DD = SURVEY DISK
 CK3182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3182_SP_SET: CONCRETE POST
 CK3182_STAMPING: VERT 18 058 1985
 CK3182_MARK LOGO: SCGS  
 CK3182_PROJECTION: FLUSH
 CK3182_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3182+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CK3182
 CK3182  HISTORY     - Date     Condition        Report By
 CK3182  HISTORY     - 1985     MONUMENTED       SCGS
 CK3182  HISTORY     - 19930619 GOOD             USPSQD
 CK3182  HISTORY     - 20020813 GOOD             SCGS
 CK3182  HISTORY     - 20030620 GOOD             USPSQD
 CK3182
 CK3182                          STATION DESCRIPTION
 CK3182
 CK3182'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3182'2.95 KM (1.85 MI) SE FROM KNIGHTSVILLE.
 CK3182'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 CK3182'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 CK3182'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 6.9 KILOMETERS (4.3
 CK3182'MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR THE
 CK3182'SOUTHWEST CORNER OF AN APARTMENT BUILDING IN THE NORTH ANGLE OF THE
 CK3182'INTERSECTION OF COUNTY ROAD S-18-22, 41.03 METERS (134.61 FEET)
 CK3182'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF HIGHWAY 17, 15.15 METERS
 CK3182'(49.7 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE COUNTY
 CK3182'ROAD, 26.37 METERS (86.52 FEET) WEST OF THE SOUTHEAST CORNER OF THE
 CK3182'APARTMENT BUILDING, 1.45 METERS (4.76 FEET) EAST-SOUTHEAST OF THE
 CK3182'SOUTHWEST CORNER OF THE APARTMENT BUILDING, 5.25 METERS (17.22 FEET)
 CK3182'NORTHEAST OF A POWER POLE.
 CK3182'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 CK3182
 CK3182                          STATION RECOVERY (1993)
 CK3182
 CK3182'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3182'RECOVERED IN GOOD CONDITION.
 CK3182
 CK3182                          STATION RECOVERY (2002)
 CK3182
 CK3182'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3182'STATION IS LOCATED 3.35 MILES SOUTHWEST OF SUMMERVILLE, 24.45 MILES
 CK3182'SOUTHEAST OF SAINT
 CK3182'GEORGE. OWNERSHIP--BOONE WEST APARTMENTS, 1312 ORANGEBURG ROAD,
 CK3182'SUMMERVILLE,
 CK3182'SC 29483, PHONE 843-851-3241.
 CK3182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3182'BRIDGE ROAD) AND
 CK3182'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3182'SOUTHWEST OF
 CK3182'SUMMERVILLE, GO NORTHWEST ON HIGHWAY 642 FOR 0.5 MILE TO A FORK
 CK3182'JUNCTION OF STATE ROAD
 CK3182'22 (ORANGEBURG ROAD), BEAR RIGHT ON ROAD 22 FOR 1.6 MILES TO THE
 CK3182'STATION ON THE
 CK3182'RIGHT NEAR  THE SOUTHWEST CORNER OF A TWO STORY WOOD AND BRICK
 CK3182'APARTMENT BUILDING
 CK3182'IN THE NORTH ANGLE OF THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (BOONE
 CK3182'HILL ROAD).
 CK3182'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD
 CK3182'22, 5.0 FEET
 CK3182'SOUTHEAST OF THE SOUTHWEST CORNER OF THE APARTMENT BUILDING, 17.0 FEET
 CK3182'NORTHEAST OF
 CK3182'A LARGE POWER POLE NUMBER 319992 WITH FIVE GUY WIRES, A TRANSFORMER
 CK3182'AND A SECURITY
 CK3182'LIGHT, 6.0 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK FOR THE
 CK3182'APARTMENT
 CK3182'BUILDING, 11.3 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK
 CK3182'LEADING TO APARTMENT
 CK3182'(A).
 CK3182'RECOVERED BY J.B. SMOAK.
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182' 
 CK3182'
 CK3182
 CK3182                          STATION RECOVERY (2003)
 CK3182
 CK3182'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3190 ***********************************************************************
 CK3190  DESIGNATION -  18 059
 CK3190  PID         -  CK3190
 CK3190  STATE/COUNTY-  SC/DORCHESTER
 CK3190  USGS QUAD   -  STALLSVILLE (1979)
 CK3190
 CK3190                         *CURRENT SURVEY CONTROL
 CK3190  ___________________________________________________________________
 CK3190* NAD 83(1986)-  32 59 59.     (N)    080 12 35.     (W)     SCALED    
 CK3190* NAVD 88     -        22.074  (meters)      72.42   (feet)  ADJUSTED  
 CK3190  ___________________________________________________________________
 CK3190  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 CK3190  DYNAMIC HT  -          22.051 (meters)      72.35  (feet)  COMP
 CK3190  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 CK3190
 CK3190  VERT ORDER  -  FIRST     CLASS II
 CK3190
 CK3190.The horizontal coordinates were scaled from a topographic map and have
 CK3190.an estimated accuracy of +/- 6 seconds.
 CK3190
 CK3190.The orthometric height was determined by differential leveling
 CK3190.and adjusted by the National Geodetic Survey in June 1991..
 CK3190
 CK3190.The geoid height was determined by GEOID03.
 CK3190
 CK3190.The dynamic height is computed by dividing the NAVD 88
 CK3190.geopotential number by the normal gravity value computed on the
 CK3190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3190.degrees latitude (g = 980.6199 gals.).
 CK3190
 CK3190.The modeled gravity was interpolated from observed gravity values.
 CK3190
 CK3190;                    North         East    Units  Estimated Accuracy
 CK3190;SPC SC       -   129,630.      683,440.      MT  (+/- 180 meters Scaled)
 CK3190
 CK3190                          SUPERSEDED SURVEY CONTROL
 CK3190
 CK3190  NGVD 29 (03/21/89)   22.369  (m)           73.39   (f) ADJUSTED    1 2
 CK3190
 CK3190.Superseded values are not recommended for survey control.
 CK3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3190.See file dsdata.txt to determine how the superseded data were derived.
 CK3190
 CK3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS738515(NAD 83)
 CK3190_MARKER: DD = SURVEY DISK
 CK3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3190_SP_SET: CONCRETE POST
 CK3190_STAMPING: VERT 18 059 1985
 CK3190_MARK LOGO: SCGS  
 CK3190_PROJECTION: RECESSED 13 CENTIMETERS
 CK3190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3190+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CK3190
 CK3190  HISTORY     - Date     Condition        Report By
 CK3190  HISTORY     - 1985     MONUMENTED       SCGS
 CK3190  HISTORY     - 19930619 GOOD             USPSQD
 CK3190  HISTORY     - 20020813 GOOD             SCGS
 CK3190  HISTORY     - 20030620 GOOD             USPSQD
 CK3190
 CK3190                          STATION DESCRIPTION
 CK3190
 CK3190'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3190'4.8 KM (3.0 MI) SW FROM SUMMERVILLE.
 CK3190'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 CK3190'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 CK3190'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 5.2 KILOMETERS
 CK3190'(3.25 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR A
 CK3190'POWER POLE IN THE SOUTHWEST CORNER OF A SMALL TRAILOR COURT,
 CK3190'64.25 METERS (210.79 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CK3190'HIGHWAY 17, 55.6 METERS (182.41 FEET) EAST OF THE SOUTHEAST CORNER OF
 CK3190'A LARGE CINDER BLOCK BUILDING, 64.6 METERS (211.94 FEET)
 CK3190'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A GROUP OF FOUR 24-INCH
 CK3190'OAK TREES, 5.77 METERS (18.93 FEET) NORTH OF POWER POLE NUMBER 254039.
 CK3190'THE MARK IS 1.17 METERS  NNE FROM A WITNESS POST.
 CK3190
 CK3190                          STATION RECOVERY (1993)
 CK3190
 CK3190'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3190'RECOVERED IN GOOD CONDITION.
 CK3190
 CK3190                          STATION RECOVERY (2002)
 CK3190
 CK3190'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3190'STATION IS LOCATED 2.4 MILES SOUTHWEST OF SUMMERVILLE, 24.7 MILES EAST
 CK3190'SOUTHEAST OF
 CK3190'SAINT GEORGE. OWNERSHIP--EARL CHARPIA.
 CK3190'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK3190'(NORTH
 CK3190'MAIN STREET) AND 78 (WEST 5TH STREET NORTH) IN SUMMERVILLE, GO
 CK3190'SOUTHWEST ON
 CK3190'HIGHWAY 17 ALTERNATE FOR 3.25 MILES TO THE STATION ON LEFT NEAR A WOOD
 CK3190'AND
 CK3190'WIRE FENCE LINE IN THE SOUTHWEST CORNER OF A VACANT LOT.
 CK3190'STATION IS A CONCRETE POST RECESSED 0.4 FOOT AND LEVEL WITH THE
 CK3190'HIGHWAY, 212.2 FEET
 CK3190'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 19.2 FEET NORTH OF A
 CK3190'POWER POLE
 CK3190'NUMBER 254039 WITH THREE GUY WIRES, A TRANSFORMER AND A SECURITY
 CK3190'LIGHT, 1.3 FEET EAST
 CK3190'OF THE WIRE FENCE LINE, 36.2 FEET NORTH OF A WOOD FENCE CORNER POST.
 CK3190'RECOVERED BY J.B. SMOAK.
 CK3190' 
 CK3190' 
 CK3190' 
 CK3190' 
 CK3190' 
 CK3190' 
 CK3190' 
 CK3190' 
 CK3190' 
 CK3190' 
 CK3190' 
 CK3190'
 CK3190
 CK3190                          STATION RECOVERY (2003)
 CK3190
 CK3190'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3190'TRAILER COURT IS GONE.  ENTRANCE TO MARKER AREA IS .05 MILES E ON US
 CK3190'17A FROM SOUTHERN LAWN EQUIPMENT CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1680 ***********************************************************************
 DE1680  DESIGNATION -  18 060
 DE1680  PID         -  DE1680
 DE1680  STATE/COUNTY-  SC/DORCHESTER
 DE1680  USGS QUAD   -  SUMMERVILLE (1990)
 DE1680
 DE1680                         *CURRENT SURVEY CONTROL
 DE1680  ___________________________________________________________________
 DE1680* NAD 83(1986)-  33 00 19.     (N)    080 11 38.     (W)     SCALED    
 DE1680* NAVD 88     -        21.922  (meters)      71.92   (feet)  ADJUSTED  
 DE1680  ___________________________________________________________________
 DE1680  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DE1680  DYNAMIC HT  -          21.898 (meters)      71.84  (feet)  COMP
 DE1680  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 DE1680
 DE1680  VERT ORDER  -  FIRST     CLASS II
 DE1680
 DE1680.The horizontal coordinates were scaled from a topographic map and have
 DE1680.an estimated accuracy of +/- 6 seconds.
 DE1680
 DE1680.The orthometric height was determined by differential leveling
 DE1680.and adjusted by the National Geodetic Survey in June 1991..
 DE1680
 DE1680.The geoid height was determined by GEOID03.
 DE1680
 DE1680.The dynamic height is computed by dividing the NAVD 88
 DE1680.geopotential number by the normal gravity value computed on the
 DE1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1680.degrees latitude (g = 980.6199 gals.).
 DE1680
 DE1680.The modeled gravity was interpolated from observed gravity values.
 DE1680
 DE1680;                    North         East    Units  Estimated Accuracy
 DE1680;SPC SC       -   130,260.      684,920.      MT  (+/- 180 meters Scaled)
 DE1680
 DE1680                          SUPERSEDED SURVEY CONTROL
 DE1680
 DE1680  NGVD 29 (03/21/89)   22.216  (m)           72.89   (f) ADJUSTED    1 2
 DE1680
 DE1680.Superseded values are not recommended for survey control.
 DE1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1680.See file dsdata.txt to determine how the superseded data were derived.
 DE1680
 DE1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS753521(NAD 83)
 DE1680_MARKER: DD = SURVEY DISK
 DE1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1680_SP_SET: CONCRETE POST
 DE1680_STAMPING: VERT 18 060 1985
 DE1680_MARK LOGO: SCGS  
 DE1680_PROJECTION: FLUSH
 DE1680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1680+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 DE1680
 DE1680  HISTORY     - Date     Condition        Report By
 DE1680  HISTORY     - 1985     MONUMENTED       SCGS
 DE1680  HISTORY     - 19930619 GOOD             USPSQD
 DE1680  HISTORY     - 20020812 GOOD             SCGS
 DE1680
 DE1680                          STATION DESCRIPTION
 DE1680
 DE1680'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1680'3.1 KM (1.95 MI) SW FROM SUMMERVILLE.
 DE1680'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1680'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 DE1680'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 3.5 KILOMETERS (2.2
 DE1680'MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR A
 DE1680'48-INCH OAK TREE AND A SIX-FOOT HIGH PILLAR IN THE NORTHEAST ANGLE OF
 DE1680'THE INTERSECTION OF MARION AVENUE, 14.03 METERS (46.03 FEET) NORTH OF
 DE1680'THE APPROXIMATE CENTER OF HIGHWAY 17, 15.1 METERS (49.54 FEET) EAST OF
 DE1680'THE APPROXIMATE CENTER OF MARION AVENUE, 50.1 METERS (164.37 FEET)
 DE1680'SOUTH-SOUTHEAST OF THE EAST CORNER OF A ONE-STORY BRICK HOUSE,
 DE1680'2.73 METERS (8.96 FEET) NORTH-NORTHWEST OF THE 48-INCH OAK TREE,
 DE1680'1.48 METERS (4.86 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DE1680'PILLAR.
 DE1680'THE MARK IS 1.18 METERS  ESE FROM A WITNESS POST.
 DE1680'THE MARK IS 1.00 M BELOW HIGHWAY 17.
 DE1680
 DE1680                          STATION RECOVERY (1993)
 DE1680
 DE1680'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1680'RECOVERED IN GOOD CONDITION.
 DE1680
 DE1680                          STATION RECOVERY (2002)
 DE1680
 DE1680'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1680'STATION IS LOCATED 1.4 MILES SOUTHWEST OF SUMMERVILLE, 25.35 MILES
 DE1680'EAST SOUTHEAST OF
 DE1680'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE1680'191, COLUMBIA, SC
 DE1680'29202, PHONE 803-737-1350.
 DE1680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DE1680'(NORTH
 DE1680'MAIN STREET) AND 78 (WEST 5TH STREET NORTH) IN SUMMERVILLE, GO
 DE1680'SOUTHWEST ON
 DE1680'HIGHWAY 17 ALTERNATE FOR 2.2 MILES TO THE STATION ON THE RIGHT NEAR A
 DE1680'BRICK ENTRANCE
 DE1680'PILLAR SUPPORTING A WOODEN GATE IN THE NORTHEAST ANGLE OF THE JUNCTION
 DE1680'OF STATE
 DE1680'ROAD 172 (MARION AVENUE).
 DE1680'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW
 DE1680'THE HIGHWAY, 40.0
 DE1680'FEET NORTH OF THE CENTER OF THE HIGHWAY, 50.6 FEET EAST OF THE CENTER
 DE1680'OF THE ROAD, 5.0
 DE1680'FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH ONE OF TWO
 DE1680'BRICK PILLARS,
 DE1680'9.8 FEET NORTH NORTHEAST OF A WOOD FENCE CORNER POST, 4.0 FEET EAST
 DE1680'SOUTHEAST OF A
 DE1680'WITNESS POST.
 DE1680'RECOVERED BY J.B. SMOAK.
 DE1680' 
 DE1680' 
 DE1680' 
 DE1680' 
 DE1680' 
 DE1680' 
 DE1680' 
 DE1680'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3188 ***********************************************************************
 CK3188  DESIGNATION -  18 061
 CK3188  PID         -  CK3188
 CK3188  STATE/COUNTY-  SC/DORCHESTER
 CK3188  USGS QUAD   -  STALLSVILLE (1979)
 CK3188
 CK3188                         *CURRENT SURVEY CONTROL
 CK3188  ___________________________________________________________________
 CK3188* NAD 83(1986)-  32 58 50.     (N)    080 14 15.     (W)     SCALED    
 CK3188* NAVD 88     -        21.170  (meters)      69.46   (feet)  ADJUSTED  
 CK3188  ___________________________________________________________________
 CK3188  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 CK3188  DYNAMIC HT  -          21.147 (meters)      69.38  (feet)  COMP
 CK3188  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 CK3188
 CK3188  VERT ORDER  -  FIRST     CLASS II
 CK3188
 CK3188.The horizontal coordinates were scaled from a topographic map and have
 CK3188.an estimated accuracy of +/- 6 seconds.
 CK3188
 CK3188.The orthometric height was determined by differential leveling
 CK3188.and adjusted by the National Geodetic Survey in June 1991..
 CK3188
 CK3188.The geoid height was determined by GEOID03.
 CK3188
 CK3188.The dynamic height is computed by dividing the NAVD 88
 CK3188.geopotential number by the normal gravity value computed on the
 CK3188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3188.degrees latitude (g = 980.6199 gals.).
 CK3188
 CK3188.The modeled gravity was interpolated from observed gravity values.
 CK3188
 CK3188;                    North         East    Units  Estimated Accuracy
 CK3188;SPC SC       -   127,490.      680,860.      MT  (+/- 180 meters Scaled)
 CK3188
 CK3188                          SUPERSEDED SURVEY CONTROL
 CK3188
 CK3188  NGVD 29 (03/21/89)   21.464  (m)           70.42   (f) ADJUSTED    1 2
 CK3188
 CK3188.Superseded values are not recommended for survey control.
 CK3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3188.See file dsdata.txt to determine how the superseded data were derived.
 CK3188
 CK3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS712493(NAD 83)
 CK3188_MARKER: DD = SURVEY DISK
 CK3188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3188_SP_SET: CONCRETE POST
 CK3188_STAMPING: VERT 18 061 1985
 CK3188_MARK LOGO: SCGS  
 CK3188_PROJECTION: RECESSED 5 CENTIMETERS
 CK3188_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3188+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 CK3188
 CK3188  HISTORY     - Date     Condition        Report By
 CK3188  HISTORY     - 1985     MONUMENTED       SCGS
 CK3188  HISTORY     - 19950613 GOOD             USPSQD
 CK3188  HISTORY     - 20020820 GOOD             SCGS
 CK3188
 CK3188                          STATION DESCRIPTION
 CK3188
 CK3188'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3188'3.2 KM (2.0 MI) SOUTH FROM KNIGHTSVILLE.
 CK3188'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 CK3188'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 CK3188'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 8.8 KILOMETERS (5.5
 CK3188'MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET INSIDE A
 CK3188'WOODEN FENCE IN THE NORTHEAST ANGLE OF A CONCRETE DRIVE LEADING TO A
 CK3188'ONE-STORY BRICK HOUSE (THAT IS 0.2 KILOMETER (0.1 MILE) NORTH OF THE
 CK3188'HIGHWAY), 31.33 METERS (102.79 FEET) WEST-NORTHWEST OF A TELEPHONE
 CK3188'JUNCTION BOX, 11.53 METERS (37.83 FEET) NORTH OF THE CENTERLINE OF
 CK3188'HIGHWAY 17, 32.0 METERS (104.99 FEET) EAST OF THE APPROXIMATE CENTER
 CK3188'OF A SAND ROAD LEADING NORTH, 29.5 METERS (96.78 FEET) EAST-SOUTHEAST
 CK3188'OF A 18-INCH OAK TREE, 41.75 METERS (136.98 FEET) EAST-NORTHEAST OF
 CK3188'POWER POLE NUMBER 8581.
 CK3188'THE MARK IS 0.90 METERS  E FROM A WITNESS POST.
 CK3188'THE MARK IS ABOVE LEVEL WITH CONCRETE DRIVE.
 CK3188
 CK3188                          STATION RECOVERY (1995)
 CK3188
 CK3188'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3188'RECOVERED IN GOOD CONDITION.
 CK3188
 CK3188                          STATION RECOVERY (2002)
 CK3188
 CK3188'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3188'STATION IS LOCATED 4.4 MILES SOUTHWEST OF SUMMERVILLE, 24.15 MILES
 CK3188'SOUTHEAST OF
 CK3188'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3188'191, COLUMBIA, SC
 CK3188'29202,  PHONE 803-737-1350.
 CK3188'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK3188'AND STATE
 CK3188'HIGHWAY 642 (DORCHESTER ROAD), 5.3 MILES SOUTHWEST OF SUMMERVILLE, GO
 CK3188'NORTHEAST
 CK3188'ON HIGHWAY 17 ALTERNATE FOR 1.0 MILE TO THE STATION ON THE LEFT BEHIND
 CK3188'A WOODEN
 CK3188'FENCE IN THE NORTHEAST ANGLE OF A STUCCO GATED CONCRETE DRIVEWAY
 CK3188'LEADING TO A
 CK3188'BRICK HOUSE NUMBER 2452.
 CK3188'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT BELOW THE
 CK3188'HIGHWAY, 37.0
 CK3188'FEET NORTH OF THE CENTER OF THE HIGHWAY, 58.0 FEET EAST OF THE EAST
 CK3188'EDGE OF THE
 CK3188'CONCRETE DRIVEWAY, 20.3 FEET WEST NORTHWEST OF A 3-FOOT TALL BURIED
 CK3188'CABLE MARKER
 CK3188'POST, 4.2 FEET WEST OF A 1.3-FOOT LIVE OAK TREE, 20.0 FEET NORTHWEST
 CK3188'OF A CIRCULAR
 CK3188'METAL STORM GRATE COVER, 4.3 FEET EAST OF A WITNESS POST.
 CK3188'RECOVERED BY T. HALL.
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188' 
 CK3188'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3187 ***********************************************************************
 CK3187  DESIGNATION -  18 062
 CK3187  PID         -  CK3187
 CK3187  STATE/COUNTY-  SC/DORCHESTER
 CK3187  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK3187
 CK3187                         *CURRENT SURVEY CONTROL
 CK3187  ___________________________________________________________________
 CK3187* NAD 83(1986)-  32 58 08.     (N)    080 15 10.     (W)     SCALED    
 CK3187* NAVD 88     -         6.773  (meters)      22.22   (feet)  ADJUSTED  
 CK3187  ___________________________________________________________________
 CK3187  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CK3187  DYNAMIC HT  -           6.766 (meters)      22.20  (feet)  COMP
 CK3187  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 CK3187
 CK3187  VERT ORDER  -  FIRST     CLASS II
 CK3187
 CK3187.The horizontal coordinates were scaled from a topographic map and have
 CK3187.an estimated accuracy of +/- 6 seconds.
 CK3187
 CK3187.The orthometric height was determined by differential leveling
 CK3187.and adjusted by the National Geodetic Survey in June 1991..
 CK3187
 CK3187.The geoid height was determined by GEOID03.
 CK3187
 CK3187.The dynamic height is computed by dividing the NAVD 88
 CK3187.geopotential number by the normal gravity value computed on the
 CK3187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3187.degrees latitude (g = 980.6199 gals.).
 CK3187
 CK3187.The modeled gravity was interpolated from observed gravity values.
 CK3187
 CK3187;                    North         East    Units  Estimated Accuracy
 CK3187;SPC SC       -   126,190.      679,450.      MT  (+/- 180 meters Scaled)
 CK3187
 CK3187                          SUPERSEDED SURVEY CONTROL
 CK3187
 CK3187  NGVD 29 (03/21/89)    7.068  (m)           23.19   (f) ADJUSTED    1 2
 CK3187
 CK3187.Superseded values are not recommended for survey control.
 CK3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3187.See file dsdata.txt to determine how the superseded data were derived.
 CK3187
 CK3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS698480(NAD 83)
 CK3187_MARKER: DD = SURVEY DISK
 CK3187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK3187_SP_SET: BRIDGE
 CK3187_STAMPING: VERT 18 062 1985
 CK3187_MARK LOGO: SCGS  
 CK3187_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3187+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 CK3187
 CK3187  HISTORY     - Date     Condition        Report By
 CK3187  HISTORY     - 1985     MONUMENTED       SCGS
 CK3187  HISTORY     - 19950613 GOOD             USPSQD
 CK3187  HISTORY     - 20020820 GOOD             SCGS
 CK3187
 CK3187                          STATION DESCRIPTION
 CK3187
 CK3187'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3187'5.3 KM (3.3 MI) SW FROM KNIGHTSVILLE.
 CK3187'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 CK3187'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 CK3187'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 10.85 KILOMETERS
 CK3187'(6.75 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET IN THE
 CK3187'NORTH CORNER OF SLANDS BRIDGE.
 CK3187'THE MARK IS 0.30 M ABOVE HIGHWAY 17.
 CK3187
 CK3187                          STATION RECOVERY (1995)
 CK3187
 CK3187'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3187'RECOVERED IN GOOD CONDITION.
 CK3187
 CK3187                          STATION RECOVERY (2002)
 CK3187
 CK3187'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3187'STATION IS LOCATED 5.6 MILES SOUTHWEST OF SUMMERVILLE, 23.9 MILES
 CK3187'SOUTHEAST OF SAINT
 CK3187'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK3187'COLUMBIA, SC
 CK3187'29202,  PHONE 803-737-1350.
 CK3187'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK3187'AND STATE
 CK3187'HIGHWAY 642 (DORCHESTER ROAD), 5.3 MILES SOUTHWEST OF SUMMERVILLE, GO
 CK3187'SOUTHWEST ON HIGHWAY 17 ALTERNATE FOR 0.3 MILE TO THE STATION ON THE
 CK3187'RIGHT
 CK3187'SET IN A WINGWALL AT THE NORTH CORNER OF THE BRIDGE OVER THE ASHLEY
 CK3187'RIVER.
 CK3187'STATION IS A DISK SET INTO THE WINGWALL OF THE BRIDGE AND LEVEL WITH
 CK3187'THE HIGHWAY, 23.8
 CK3187'FEET WEST NORTHWEST OF THE HIGHWAY, 1.9 FEET EAST SOUTHEAST OF THE
 CK3187'NORTHWEST END OF
 CK3187'THE WINGWALL.
 CK3187'RECOVERED BY T. HALL.
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187' 
 CK3187'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3185 ***********************************************************************
 CK3185  DESIGNATION -  18 063
 CK3185  PID         -  CK3185
 CK3185  STATE/COUNTY-  SC/DORCHESTER
 CK3185  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK3185
 CK3185                         *CURRENT SURVEY CONTROL
 CK3185  ___________________________________________________________________
 CK3185* NAD 83(1986)-  32 58 04.     (N)    080 18 09.     (W)     SCALED    
 CK3185* NAVD 88     -         7.141  (meters)      23.43   (feet)  ADJUSTED  
 CK3185  ___________________________________________________________________
 CK3185  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 CK3185  DYNAMIC HT  -           7.133 (meters)      23.40  (feet)  COMP
 CK3185  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 CK3185
 CK3185  VERT ORDER  -  FIRST     CLASS II
 CK3185
 CK3185.The horizontal coordinates were scaled from a topographic map and have
 CK3185.an estimated accuracy of +/- 6 seconds.
 CK3185
 CK3185.The orthometric height was determined by differential leveling
 CK3185.and adjusted by the National Geodetic Survey in June 1991..
 CK3185
 CK3185.The geoid height was determined by GEOID03.
 CK3185
 CK3185.The dynamic height is computed by dividing the NAVD 88
 CK3185.geopotential number by the normal gravity value computed on the
 CK3185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3185.degrees latitude (g = 980.6199 gals.).
 CK3185
 CK3185.The modeled gravity was interpolated from observed gravity values.
 CK3185
 CK3185;                    North         East    Units  Estimated Accuracy
 CK3185;SPC SC       -   126,030.      674,800.      MT  (+/- 180 meters Scaled)
 CK3185
 CK3185                          SUPERSEDED SURVEY CONTROL
 CK3185
 CK3185  NGVD 29 (03/21/89)    7.435  (m)           24.39   (f) ADJUSTED    1 2
 CK3185
 CK3185.Superseded values are not recommended for survey control.
 CK3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3185.See file dsdata.txt to determine how the superseded data were derived.
 CK3185
 CK3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS651479(NAD 83)
 CK3185_MARKER: DD = SURVEY DISK
 CK3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3185_SP_SET: CONCRETE POST
 CK3185_STAMPING: VERT 18 063 1985
 CK3185_MARK LOGO: SCGS  
 CK3185_PROJECTION: RECESSED 3 CENTIMETERS
 CK3185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3185+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 CK3185
 CK3185  HISTORY     - Date     Condition        Report By
 CK3185  HISTORY     - 1985     MONUMENTED       SCGS
 CK3185  HISTORY     - 19930612 GOOD             USPSQD
 CK3185  HISTORY     - 20020821 GOOD             SCGS
 CK3185  HISTORY     - 20030618 GOOD             USPSQD
 CK3185
 CK3185                          STATION DESCRIPTION
 CK3185
 CK3185'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3185'6.3 KM (3.9 MI) SE FROM GIVHANS.
 CK3185'6.35 KILOMETERS (3.95 MILES) SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 CK3185'JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, THENCE 0.1 KILOMETER (0.05
 CK3185'MILE) WEST ALONG COUNTY ROAD S-18-162, SET NEAR A POWER POLE IN THE
 CK3185'EAST CORNER OF THE YARD OF A ONE-STORY BRICK HOUSE, 10.45 METERS
 CK3185'(34.28 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD,
 CK3185'23.89 METERS (78.38 FEET) EAST-NORTHEAST OF THE NORTH CORNER OF THE
 CK3185'BRICK HOUSE, 6.65 METERS (21.82 FEET) EAST-SOUTHEAST OF THE
 CK3185'APPROXIMATE CENTER OF A CONCRETE DRIVE LEADING TO THE BRICK HOUSE, 3.6
 CK3185'METERS (11.81 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A
 CK3185'DITCH LINE LEADING NORTHEAST AND SOUTHWEST, 1.0 METER (3.28 FEET)
 CK3185'NORTHEAST OF THE POWER POLE.
 CK3185'THE MARK IS 0.95 METERS  NE FROM A WITNESS POST.
 CK3185'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3185
 CK3185                          STATION RECOVERY (1993)
 CK3185
 CK3185'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3185'RECOVERED IN GOOD CONDITION.
 CK3185
 CK3185                          STATION RECOVERY (2002)
 CK3185
 CK3185'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3185'STATION IS LOCATED 8.15 MILES WEST SOUTHWEST OF SUMMERVILLE, 21.75
 CK3185'MILES SOUTHEAST OF
 CK3185'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3185'191, COLUMBIA, SC
 CK3185'29202, PHONE 803-737-1350.
 CK3185'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 17
 CK3185'ALTERNATE AND STATE
 CK3185'HIGHWAY 61, 7.25 MILES WEST SOUTHWEST OF SUMMERVILLE, GO WEST ON
 CK3185'HIGHWAY
 CK3185'61 FOR 1.2 MILES TO THE JUNCTION OF STATE ROAD 162 (OLD BEECH HILL
 CK3185'ROAD), TURN
 CK3185'LEFT ON ROAD 162 FOR 0.05 MILE TO THE STATION ON THE LEFT NEAR A POWER
 CK3185'POLE IN
 CK3185'THE SOUTHEAST ANGLE OF THE DRIVEWAY LEADING TO A BRICK HOUSE NUMBER
 CK3185'113.
 CK3185'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROAD,
 CK3185'34.4 FEET
 CK3185'SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 4.3 FEET WEST OF THE POWER
 CK3185'POLE WITH
 CK3185'TWO GUY WIRES AND A  SECURITY LIGHT, 18.4 FEET SOUTH SOUTHEAST OF THE
 CK3185'EAST END OF
 CK3185'A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 52.0 FEET
 CK3185'NORTHEAST OF THE
 CK3185'NORTHEAST CORNER OF THE HOUSE AT THE CARPORT, 3.2 FEET NORTHEAST OF A
 CK3185'WITNESS
 CK3185'POST.
 CK3185'RECOVERED BY T. HALL.
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185' 
 CK3185'
 CK3185
 CK3185                          STATION RECOVERY (2003)
 CK3185
 CK3185'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3185'IT IS UNDER A HEDGE AND IS 1.0 METER NW OF PP ( NOT N OF ).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3184 ***********************************************************************
 CK3184  DESIGNATION -  18 064
 CK3184  PID         -  CK3184
 CK3184  STATE/COUNTY-  SC/DORCHESTER
 CK3184  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK3184
 CK3184                         *CURRENT SURVEY CONTROL
 CK3184  ___________________________________________________________________
 CK3184* NAD 83(1986)-  32 59 05.     (N)    080 18 21.     (W)     SCALED    
 CK3184* NAVD 88     -        15.842  (meters)      51.98   (feet)  ADJUSTED  
 CK3184  ___________________________________________________________________
 CK3184  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 CK3184  DYNAMIC HT  -          15.825 (meters)      51.92  (feet)  COMP
 CK3184  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 CK3184
 CK3184  VERT ORDER  -  FIRST     CLASS II
 CK3184
 CK3184.The horizontal coordinates were scaled from a topographic map and have
 CK3184.an estimated accuracy of +/- 6 seconds.
 CK3184
 CK3184.The orthometric height was determined by differential leveling
 CK3184.and adjusted by the National Geodetic Survey in June 1991..
 CK3184
 CK3184.The geoid height was determined by GEOID03.
 CK3184
 CK3184.The dynamic height is computed by dividing the NAVD 88
 CK3184.geopotential number by the normal gravity value computed on the
 CK3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3184.degrees latitude (g = 980.6199 gals.).
 CK3184
 CK3184.The modeled gravity was interpolated from observed gravity values.
 CK3184
 CK3184;                    North         East    Units  Estimated Accuracy
 CK3184;SPC SC       -   127,910.      674,470.      MT  (+/- 180 meters Scaled)
 CK3184
 CK3184                          SUPERSEDED SURVEY CONTROL
 CK3184
 CK3184  NGVD 29 (03/21/89)   16.137  (m)           52.94   (f) ADJUSTED    1 2
 CK3184
 CK3184.Superseded values are not recommended for survey control.
 CK3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3184.See file dsdata.txt to determine how the superseded data were derived.
 CK3184
 CK3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS648498(NAD 83)
 CK3184_MARKER: DD = SURVEY DISK
 CK3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3184_SP_SET: CONCRETE POST
 CK3184_STAMPING: VERT 18 064 1985
 CK3184_MARK LOGO: SCGS  
 CK3184_PROJECTION: RECESSED 3 CENTIMETERS
 CK3184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3184+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 CK3184
 CK3184  HISTORY     - Date     Condition        Report By
 CK3184  HISTORY     - 1985     MONUMENTED       SCGS
 CK3184  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 CK3184  HISTORY     - 20020821 GOOD             SCGS
 CK3184  HISTORY     - 20030618 GOOD             USPSQD
 CK3184
 CK3184                          STATION DESCRIPTION
 CK3184
 CK3184'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3184'4.3 KM (2.7 MI) SE FROM GIVHANS.
 CK3184'4.3 KILOMETERS (2.7 MILES) SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 CK3184'JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, SET INSIDE OF A CHAIN LINK
 CK3184'FENCE IN THE SOUTHWEST CORNER OF THE YARD OF A ONE-STORY WOOD HOUSE,
 CK3184'11.0 METERS (36.09 FEET) NORTH-NORTHEAST OF A POWER POLE, 15.91 METERS
 CK3184'(52.2 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 28.37 METERS (93.08
 CK3184'FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 CK3184'15.45 METERS (50.69 FEET) NORTHWEST OF A TWIN TRUNK PINE TREE,
 CK3184'37.0 METERS (121.39 FEET) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF
 CK3184'THE CHAIN LINK FENCE, 1.25 METERS (4.1 FEET) NORTHEAST OF THE
 CK3184'SOUTHWEST CORNER OF THE CHAIN LINK FENCE.
 CK3184'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK3184
 CK3184                          STATION RECOVERY (1993)
 CK3184
 CK3184'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3184'MARK NOT FOUND.
 CK3184
 CK3184                          STATION RECOVERY (2002)
 CK3184
 CK3184'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3184'STATION IS LOCATED 7.6 MILES SOUTH OF RIDGEVILLE, 20.85 MILES
 CK3184'SOUTHEAST OF SAINT
 CK3184'GEORGE. OWNERSHIP--PAT LOVEALL, 742 HIGHWAY 61, RIDGEVILLE, SC 29472.
 CK3184'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 17
 CK3184'ALTERNATE AND STATE
 CK3184'HIGHWAY 61, 7.25 MILES WEST SOUTHWEST OF SUMMERVILLE, GO WEST ON
 CK3184'HIGHWAY
 CK3184'61 FOR 2.35 MILES TO THE STATION ON THE RIGHT NEAR THE SOUTHWEST CHAIN
 CK3184'LINK FENCE
 CK3184'CORNER FOR A VINYL-SIDED HOUSE NUMBER 742.
 CK3184'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 CK3184'HIGHWAY, 50.9 FEET
 CK3184'EAST OF THE CENTER OF THE HIGHWAY, 92.6 FEET WEST OF THE SOUTHWEST
 CK3184'CORNER OF THE
 CK3184'HOUSE, 4.4 FEET NORTHEAST OF THE SOUTHWEST FENCE CORNER POST, 69.0
 CK3184'FEET SOUTH OF
 CK3184'THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY
 CK3184'LEADING
 CK3184'TO THE HOUSE, 2.8 FEET NORTH OF THE EAST-WEST FENCE LINE.
 CK3184'RECOVERED BY T. HALL.
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184' 
 CK3184'
 CK3184
 CK3184                          STATION RECOVERY (2003)
 CK3184
 CK3184'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3173 ***********************************************************************
 CK3173  DESIGNATION -  18 065
 CK3173  PID         -  CK3173
 CK3173  STATE/COUNTY-  SC/DORCHESTER
 CK3173  USGS QUAD   -  STALLSVILLE (1979)
 CK3173
 CK3173                         *CURRENT SURVEY CONTROL
 CK3173  ___________________________________________________________________
 CK3173* NAD 83(2001)-  32 59 00.87690(N)    080 08 31.68829(W)     ADJUSTED  
 CK3173* NAVD 88     -        18.546  (meters)      60.85   (feet)  ADJUSTED  
 CK3173  ___________________________________________________________________
 CK3173  X           -     916,878.501 (meters)                     COMP
 CK3173  Y           -  -5,276,384.231 (meters)                     COMP
 CK3173  Z           -   3,452,423.352 (meters)                     COMP
 CK3173  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CK3173  ELLIP HEIGHT-         -13.96  (meters)          (10/16/03) GPS OBS
 CK3173  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 CK3173  DYNAMIC HT  -          18.526 (meters)      60.78  (feet)  COMP
 CK3173  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 CK3173
 CK3173  HORZ ORDER  -  FIRST
 CK3173  VERT ORDER  -  FIRST     CLASS II
 CK3173  ELLP ORDER  -  FOURTH    CLASS II
 CK3173
 CK3173.The horizontal coordinates were established by GPS observations
 CK3173.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 CK3173
 CK3173.The orthometric height was determined by differential leveling
 CK3173.and adjusted by the National Geodetic Survey in June 1991..
 CK3173
 CK3173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3173
 CK3173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3173
 CK3173.The ellipsoidal height was determined by GPS observations
 CK3173.and is referenced to NAD 83.
 CK3173
 CK3173.The geoid height was determined by GEOID03.
 CK3173
 CK3173.The dynamic height is computed by dividing the NAVD 88
 CK3173.geopotential number by the normal gravity value computed on the
 CK3173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3173.degrees latitude (g = 980.6199 gals.).
 CK3173
 CK3173.The modeled gravity was interpolated from observed gravity values.
 CK3173
 CK3173;                    North         East     Units Scale Factor Converg.
 CK3173;SPC SC       -   127,894.237   689,773.266   MT  0.99986475   +0 28 32.2
 CK3173;SPC SC       -   419,600.52  2,263,035.65   iFT  0.99986475   +0 28 32.2
 CK3173;UTM  17      - 3,649,792.967   580,154.188   MT  0.99967921   +0 28 01.4
 CK3173
 CK3173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3173!SPC SC       -   1.00000219  x   0.99986475  =   0.99986694
 CK3173!UTM  17      -   1.00000219  x   0.99967921  =   0.99968140
 CK3173
 CK3173                          SUPERSEDED SURVEY CONTROL
 CK3173
 CK3173  NAD 83(1986)-  32 59 00.88637(N)    080 08 31.69219(W) AD(       ) 1
 CK3173  NAVD 88 (10/16/03)   18.55   (m)           60.9    (f) LEVELING    3  
 CK3173  NGVD 29 (03/21/89)   18.840  (m)           61.81   (f) ADJUSTED    1 2
 CK3173
 CK3173.Superseded values are not recommended for survey control.
 CK3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3173.See file dsdata.txt to determine how the superseded data were derived.
 CK3173
 CK3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8015449793(NAD 83)
 CK3173_MARKER: DD = SURVEY DISK
 CK3173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3173_SP_SET: CONCRETE POST
 CK3173_STAMPING: VERT 18 065 1985
 CK3173_MARK LOGO: SCGS  
 CK3173_PROJECTION: RECESSED 3 CENTIMETERS
 CK3173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3173+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 CK3173
 CK3173  HISTORY     - Date     Condition        Report By
 CK3173  HISTORY     - 1985     MONUMENTED       SCGS
 CK3173  HISTORY     - 19930619 GOOD             USPSQD
 CK3173  HISTORY     - 20020917 GOOD             SCGS
 CK3173  HISTORY     - 20030619 GOOD             USPSQD
 CK3173
 CK3173                          STATION DESCRIPTION
 CK3173
 CK3173'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3173'4.3 KM (2.7 MI) WSW FROM LADSON.
 CK3173'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3173'ROAD) FROM THE LADSON POST OFFICE, THENCE 1.2 KILOMETERS (0.75 MILE)
 CK3173'NORTHWESTERLY ALONG COUNTY ROAD S-18-377 (MILES ROAD), SET NEAR A
 CK3173'POWER POLE AND TELEPHONE JUNCTION BOX IN THE WEST ANGLE OF A PAVED
 CK3173'ROAD LEADING TO AN AREA CALLED JAMISON TERRACE, 8.75 METERS (28.71
 CK3173'FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 CK3173'23.2 METERS (76.12 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF
 CK3173'THE PAVED ROAD, 20.95 METERS (68.73 FEET) EAST-NORTHEAST OF A BLAZED
 CK3173'12-INCH PINE TREE, 2.7 METERS (8.86 FEET) SOUTH-SOUTHEAST OF POWER
 CK3173'POLE NUMBER 131907.
 CK3173'THE MARK IS 1.60 METERS  WSW FROM A WITNESS POST.
 CK3173'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK3173
 CK3173                          STATION RECOVERY (1993)
 CK3173
 CK3173'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3173'RECOVERED IN GOOD CONDITION.
 CK3173
 CK3173                          STATION RECOVERY (2002)
 CK3173
 CK3173'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3173'STATION IS LOCATED 3.05 MILES SOUTHEAST OF SUMMERVILLE, 28.7 MILES
 CK3173'EAST SOUTHEAST OF
 CK3173'SAINT GEORGE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK3173'191,
 CK3173'COLUMBIA, SC 29202,  PHONE 803-737-1350.
 CK3173'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3173'BRIDGE ROAD) AND
 CK3173'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3173'SOUTHWEST OF
 CK3173'SUMMERVILLE, GO NORTHEAST ON HIGHWAY 165 FOR 2.5 MILES TO THE JUNCTION
 CK3173'OF STATE
 CK3173'ROAD 199 (OLD TROLLEY ROAD), TURN RIGHT ON ROAD 199 FOR 0.35 MILE TO
 CK3173'THE JUNCTION OF
 CK3173'STATE ROAD 377 (MILES ROAD), TURN LEFT ON ROAD 377 FOR 2.55 MILES TO
 CK3173'THE STATION ON
 CK3173'THE RIGHT IN THE WEST ANGLE OF THE JUNCTION OF BEVERLY DRIVE (ENTRANCE
 CK3173'RIGHT TO JAMISON
 CK3173'TERRACE).
 CK3173'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROADS,
 CK3173'27.5 FEET
 CK3173'SOUTHWEST OF THE CENTER OF ROAD 377, 72.4 FEET NORTHWEST OF THE CENTER
 CK3173'OF
 CK3173'BEVERLY DRIVE, 8.6 FEET SOUTH SOUTHEAST OF A POWER POLE NUMBER
 CK3173'131907/022 WITH A
 CK3173'SECURITY LIGHT, 6.0 FEET SOUTH OF THE SOUTH CORNER OF A 4-FOOT TALL
 CK3173'RECTANGULAR
 CK3173'TELEPHONE JUNCTION BOX, 1.1 FEET NORTHEAST OF A WITNESS POST.
 CK3173'RECOVERED BY T. HALL.
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173' 
 CK3173'
 CK3173
 CK3173                          STATION RECOVERY (2003)
 CK3173
 CK3173'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3174 ***********************************************************************
 CK3174  DESIGNATION -  18 066
 CK3174  PID         -  CK3174
 CK3174  STATE/COUNTY-  SC/DORCHESTER
 CK3174  USGS QUAD   -  STALLSVILLE (1979)
 CK3174
 CK3174                         *CURRENT SURVEY CONTROL
 CK3174  ___________________________________________________________________
 CK3174* NAD 83(1986)-  32 59 18.     (N)    080 09 35.     (W)     SCALED    
 CK3174* NAVD 88     -         7.592  (meters)      24.91   (feet)  ADJUSTED  
 CK3174  ___________________________________________________________________
 CK3174  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 CK3174  DYNAMIC HT  -           7.584 (meters)      24.88  (feet)  COMP
 CK3174  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 CK3174
 CK3174  VERT ORDER  -  FIRST     CLASS II
 CK3174
 CK3174.The horizontal coordinates were scaled from a topographic map and have
 CK3174.an estimated accuracy of +/- 6 seconds.
 CK3174
 CK3174.The orthometric height was determined by differential leveling
 CK3174.and adjusted by the National Geodetic Survey in June 1991..
 CK3174
 CK3174.The geoid height was determined by GEOID03.
 CK3174
 CK3174.The dynamic height is computed by dividing the NAVD 88
 CK3174.geopotential number by the normal gravity value computed on the
 CK3174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3174.degrees latitude (g = 980.6199 gals.).
 CK3174
 CK3174.The modeled gravity was interpolated from observed gravity values.
 CK3174
 CK3174;                    North         East    Units  Estimated Accuracy
 CK3174;SPC SC       -   128,410.      688,130.      MT  (+/- 180 meters Scaled)
 CK3174
 CK3174                          SUPERSEDED SURVEY CONTROL
 CK3174
 CK3174  NGVD 29 (03/21/89)    7.886  (m)           25.87   (f) ADJUSTED    1 2
 CK3174
 CK3174.Superseded values are not recommended for survey control.
 CK3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3174.See file dsdata.txt to determine how the superseded data were derived.
 CK3174
 CK3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS785503(NAD 83)
 CK3174_MARKER: DD = SURVEY DISK
 CK3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3174_SP_SET: CONCRETE POST
 CK3174_STAMPING: VERT 18 066 1985
 CK3174_MARK LOGO: SCGS  
 CK3174_PROJECTION: RECESSED 5 CENTIMETERS
 CK3174_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3174+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 CK3174
 CK3174  HISTORY     - Date     Condition        Report By
 CK3174  HISTORY     - 1985     MONUMENTED       SCGS
 CK3174  HISTORY     - 19930619 MARK NOT FOUND   USPSQD
 CK3174  HISTORY     - 20020813 GOOD             SCGS
 CK3174  HISTORY     - 20030619 GOOD             USPSQD
 CK3174
 CK3174                          STATION DESCRIPTION
 CK3174
 CK3174'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3174'5.6 KM (3.5 MI) SW FROM LADSON.
 CK3174'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3174'ROAD) FROM THE LADSON POST OFFICE, THENCE 2.95 KILOMETERS (1.85 MILES)
 CK3174'NORTHWESTERLY ALONG COUNTY ROAD S-18-377 (MILES ROAD), SET NEAR A
 CK3174'TRIPLE TRUNK OAK TREE IN THE FRONT YARD OF A ONE-STORY BRICK HOUSE IN
 CK3174'THE SOUTH ANGLE OF THE INTERSECTION OF BRAILSFORD BOULEVARD,
 CK3174'18.3 METERS (60.04 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY
 CK3174'ROAD S-18-377, 14.45 METERS (47.41 FEET) EAST-SOUTHEAST OF THE
 CK3174'APPROXIMATE CENTER OF BRAILSFORD BOULEVARD, 10.22 METERS (33.53 FEET)
 CK3174'SOUTH-SOUTHEAST OF A POWER POLE, 6.63 METERS (21.75 FEET) NORTHWEST OF
 CK3174'THE NORTH CORNER OF THE HOUSE, 1.75 METERS (5.74 FEET) NORTH-NORTHEAST
 CK3174'OF THE TRIPLE TRUNK OAK TREE.
 CK3174'THE MARK IS 1.00 M BELOW COUNTY ROAD.
 CK3174
 CK3174                          STATION RECOVERY (1993)
 CK3174
 CK3174'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3174'MARK NOT FOUND.
 CK3174
 CK3174                          STATION RECOVERY (2002)
 CK3174
 CK3174'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3174'STATION IS LOCATED 2.25 MILES SOUTH SOUTHEAST OF SUMMERVILLE, 27.65
 CK3174'MILES EAST
 CK3174'SOUTHEAST OF SAINT GEORGE. OWNERSHIP--DONNA RYAN, 622 BRAILSFORD
 CK3174'BOULEVARD,
 CK3174'SUMMERVILLE, SC 29485, PHONE 843-875-5321.
 CK3174'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3174'BRIDGE ROAD) AND
 CK3174'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3174'SOUTHWEST OF
 CK3174'SUMMERVILLE, GO NORTHEAST ON HIGHWAY 165 FOR 2.5 MILES TO THE JUNCTION
 CK3174'OF
 CK3174'STATE ROAD 199 (OLD TROLLEY ROAD), TURN RIGHT ON ROAD 199 FOR 0.35
 CK3174'MILE TO THE
 CK3174'JUNCTION OF STATE ROAD 377 (MILES ROAD), TURN LEFT ON ROAD 377 FOR 1.4
 CK3174'MILES TO
 CK3174'THE STATION ON THE LEFT NEAR A TRIPLE-TRUNKED OAK TREE IN THE SOUTH
 CK3174'ANGLE
 CK3174'OF THE JUNCTION OF BRAILSFORD BOULEVARD.
 CK3174'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 2.0 FEET BELOW MILES
 CK3174'ROAD, 58.9
 CK3174'FEET SOUTHWEST OF THE CENTER OF MILES ROAD, 47.0 FEET SOUTHEAST OF THE
 CK3174'CENTER OF
 CK3174'BRAILSFORD BOULEVARD, 5.5 FEET NORTHEAST OF THE 3.3-FOOT
 CK3174'TRIPLE-TRUNKED OAK TREE,
 CK3174'21.8 FEET NORTHWEST OF THE NORTH CORNER OF A BRICK HOUSE NUMBER 622,
 CK3174'33.3 FEET
 CK3174'SOUTH OF A POWER POLE NUMBER 455042 WITH TWO GUY WIRES, 41.4 FEET EAST
 CK3174'NORTHEAST
 CK3174'OF THE NORTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE
 CK3174'DRIVEWAY
 CK3174'TO HOUSE NUMBER 622.
 CK3174'RECOVERED BY J.B. SMOAK.
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174' 
 CK3174'
 CK3174
 CK3174                          STATION RECOVERY (2003)
 CK3174
 CK3174'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3175 ***********************************************************************
 CK3175  DESIGNATION -  18 067
 CK3175  PID         -  CK3175
 CK3175  STATE/COUNTY-  SC/DORCHESTER
 CK3175  USGS QUAD   -  STALLSVILLE (1979)
 CK3175
 CK3175                         *CURRENT SURVEY CONTROL
 CK3175  ___________________________________________________________________
 CK3175* NAD 83(1986)-  32 59 41.     (N)    080 10 06.     (W)     SCALED    
 CK3175* NAVD 88     -        20.690  (meters)      67.88   (feet)  ADJUSTED  
 CK3175  ___________________________________________________________________
 CK3175  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 CK3175  DYNAMIC HT  -          20.668 (meters)      67.81  (feet)  COMP
 CK3175  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 CK3175
 CK3175  VERT ORDER  -  FIRST     CLASS II
 CK3175
 CK3175.The horizontal coordinates were scaled from a topographic map and have
 CK3175.an estimated accuracy of +/- 6 seconds.
 CK3175
 CK3175.The orthometric height was determined by differential leveling
 CK3175.and adjusted by the National Geodetic Survey in June 1991..
 CK3175
 CK3175.The geoid height was determined by GEOID03.
 CK3175
 CK3175.The dynamic height is computed by dividing the NAVD 88
 CK3175.geopotential number by the normal gravity value computed on the
 CK3175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3175.degrees latitude (g = 980.6199 gals.).
 CK3175
 CK3175.The modeled gravity was interpolated from observed gravity values.
 CK3175
 CK3175;                    North         East    Units  Estimated Accuracy
 CK3175;SPC SC       -   129,110.      687,320.      MT  (+/- 180 meters Scaled)
 CK3175
 CK3175                          SUPERSEDED SURVEY CONTROL
 CK3175
 CK3175  NGVD 29 (03/21/89)   20.984  (m)           68.84   (f) ADJUSTED    1 2
 CK3175
 CK3175.Superseded values are not recommended for survey control.
 CK3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3175.See file dsdata.txt to determine how the superseded data were derived.
 CK3175
 CK3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS776510(NAD 83)
 CK3175_MARKER: DD = SURVEY DISK
 CK3175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3175_SP_SET: CONCRETE POST
 CK3175_STAMPING: VERT 18 067 1985
 CK3175_MARK LOGO: SCGS  
 CK3175_PROJECTION: FLUSH
 CK3175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3175+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 CK3175
 CK3175  HISTORY     - Date     Condition        Report By
 CK3175  HISTORY     - 1985     MONUMENTED       SCGS
 CK3175  HISTORY     - 19930619 GOOD             USPSQD
 CK3175  HISTORY     - 20020813 GOOD             SCGS
 CK3175  HISTORY     - 20030619 GOOD             USPSQD
 CK3175
 CK3175                          STATION DESCRIPTION
 CK3175
 CK3175'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3175'3.0 KM (1.9 MI) SOUTH FROM SUMMERVILLE.
 CK3175'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3175'ROAD) FROM THE LADSON POST OFFICE, THENCE 4.1 KILOMETERS (2.55 MILES)
 CK3175'NORTHWESTERLY ALONG COUNTY ROAD S-18-377 (MILES ROAD), SET NEAR A
 CK3175'POWER POLE IN THE SOUTHEAST ANGLE OF THE ENTRANCE ROAD (LINDA LANE) TO
 CK3175'WOOD OAK PARK, ALSO MAYBE REACHED BY GOING 0.4 KILOMETER (0.25 MILE)
 CK3175'NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH GUM STREET) FROM THE NEW
 CK3175'SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER (0.2 MILE) NORTHWEST
 CK3175'ALONG U.S. HIGHWAY 78, THENCE 2.65 KILOMETERS (1.65 MILES)
 CK3175'SOUTHWESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, THENCE 0.8 KILOMETER
 CK3175'(0.5 MILE) SOUTHERLY ALONG STATE HIGHWAY 165, THENCE 0.6 KILOMETER
 CK3175'(0.4 MILE) SOUTHEAST ALONG COUNTY ROAD S-18-199 (STALLSVILLE ROAD),
 CK3175'THENCE 1.1 KILOMETERS (0.7 MILE) SOUTHEASTERLY ALONG COUNTY ROAD
 CK3175'S-18-377 (MILES ROAD), 22.8 METERS (74.8 FEET) NORTH-NORTHWEST OF THE
 CK3175'APPROXIMATE CENTER OF A 4- BY 4-FOOT ELECTRICAL BOX NUMBER
 CK3175'150857176993, 10.52 METERS (34.51 FEET) SOUTH-SOUTHWEST OF THE
 CK3175'CENTERLINE OF MILES ROAD, 21.5 METERS (70.54 FEET) EAST-SOUTHEAST OF
 CK3175'THE APPROXIMATE CENTER OF LINDA LANE, 1.93 METERS (6.33 FEET)
 CK3175'WEST-NORTHWEST OF POWER POLE NUMBER 237311.
 CK3175'THE MARK IS 0.38 METERS  NNE FROM A WITNESS POST.
 CK3175'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
 CK3175
 CK3175                          STATION RECOVERY (1993)
 CK3175
 CK3175'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3175'RECOVERED IN GOOD CONDITION.
 CK3175
 CK3175                          STATION RECOVERY (2002)
 CK3175
 CK3175'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3175'STATION IS LOCATED 1.65 MILES SOUTH SOUTHEAST OF SUMMERVILLE, 26.9
 CK3175'MILES EAST
 CK3175'SOUTHEAST OF SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF
 CK3175'PRECONSTRUCTION, P.O. BOX
 CK3175'191, COLUMBIA, SC 29202, PHONE 803-73701350.
 CK3175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3175'BRIDGE ROAD) AND
 CK3175'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3175'SOUTHWEST OF
 CK3175'SUMMERVILLE, GO NORTHEAST ON HIGHWAY 165 FOR 2.5 MILES TO THE JUNCTION
 CK3175'OF
 CK3175'STATE ROAD 199 (OLD TROLLEY ROAD), TURN RIGHT ON ROAD 199 FOR 0.35
 CK3175'MILE TO THE
 CK3175'JUNCTION OF STATE ROAD 377 (MILES ROAD), TURN LEFT ON ROAD 377 FOR 0.7
 CK3175'MILE TO THE
 CK3175'STATION ON THE RIGHT NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF A
 CK3175'PAVED ENTRANCE
 CK3175'LEADING TO A MOBILE HOME PARK (WOOD OAK PARK).
 CK3175'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 CK3175'THE ROAD,
 CK3175'34.0 FEET SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 6.7 FEET
 CK3175'NORTHWEST OF
 CK3175'THE POWER POLE 112/142 WITH FIVE GUY WIRES, 67.8 FEET SOUTHEAST OF THE
 CK3175'CENTER
 CK3175'OF THE ENTRANCE DRIVE, 1.9 FEET NORTH NORTHEAST OF A CHAIN LINK FENCE
 CK3175'LINE, 28.7
 CK3175'FEET EAST SOUTHEAST OF A CHAIN LINK FENCE CORNER, 1.4 FEET NORTH
 CK3175'NORTHEAST OF
 CK3175'A WITNESS POST.
 CK3175'RECOVERED BY J.B. SMOAK.
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175' 
 CK3175'
 CK3175
 CK3175                          STATION RECOVERY (2003)
 CK3175
 CK3175'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3176 ***********************************************************************
 CK3176  DESIGNATION -  18 068
 CK3176  PID         -  CK3176
 CK3176  STATE/COUNTY-  SC/DORCHESTER
 CK3176  USGS QUAD   -  STALLSVILLE (1979)
 CK3176
 CK3176                         *CURRENT SURVEY CONTROL
 CK3176  ___________________________________________________________________
 CK3176* NAD 83(1986)-  32 59 45.     (N)    080 10 44.     (W)     SCALED    
 CK3176* NAVD 88     -        23.887  (meters)      78.37   (feet)  ADJUSTED  
 CK3176  ___________________________________________________________________
 CK3176  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 CK3176  DYNAMIC HT  -          23.862 (meters)      78.29  (feet)  COMP
 CK3176  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 CK3176
 CK3176  VERT ORDER  -  FIRST     CLASS II
 CK3176
 CK3176.The horizontal coordinates were scaled from a topographic map and have
 CK3176.an estimated accuracy of +/- 6 seconds.
 CK3176
 CK3176.The orthometric height was determined by differential leveling
 CK3176.and adjusted by the National Geodetic Survey in June 1991..
 CK3176
 CK3176.The geoid height was determined by GEOID03.
 CK3176
 CK3176.The dynamic height is computed by dividing the NAVD 88
 CK3176.geopotential number by the normal gravity value computed on the
 CK3176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3176.degrees latitude (g = 980.6199 gals.).
 CK3176
 CK3176.The modeled gravity was interpolated from observed gravity values.
 CK3176
 CK3176;                    North         East    Units  Estimated Accuracy
 CK3176;SPC SC       -   129,230.      686,330.      MT  (+/- 180 meters Scaled)
 CK3176
 CK3176                          SUPERSEDED SURVEY CONTROL
 CK3176
 CK3176  NGVD 29 (03/21/89)   24.181  (m)           79.33   (f) ADJUSTED    1 2
 CK3176
 CK3176.Superseded values are not recommended for survey control.
 CK3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3176.See file dsdata.txt to determine how the superseded data were derived.
 CK3176
 CK3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS767511(NAD 83)
 CK3176_MARKER: DD = SURVEY DISK
 CK3176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3176_SP_SET: CONCRETE POST
 CK3176_STAMPING: VERT 18 068 1985
 CK3176_MARK LOGO: SCGS  
 CK3176_PROJECTION: FLUSH
 CK3176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3176+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 CK3176
 CK3176  HISTORY     - Date     Condition        Report By
 CK3176  HISTORY     - 1985     MONUMENTED       SCGS
 CK3176  HISTORY     - 19930619 GOOD             USPSQD
 CK3176  HISTORY     - 20020813 GOOD             SCGS
 CK3176  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 CK3176
 CK3176                          STATION DESCRIPTION
 CK3176
 CK3176'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3176'2.9 KM (1.8 MI) SOUTH FROM SUMMERVILLE.
 CK3176'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 CK3176'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 CK3176'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 2.65 KILOMETERS
 CK3176'(1.65 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, THENCE 0.8
 CK3176'KILOMETER (0.5 MILE) SOUTHERLY ALONG STATE HIGHWAY 165, THENCE 0.6
 CK3176'KILOMETER (0.4 MILE) SOUTHEAST ALONG COUNTY ROAD S-18-799 (STALLSVILLE
 CK3176'ROAD), THENCE 0.2 KILOMETER (0.1 MILE) SOUTHEASTERLY ALONG COUNTY ROAD
 CK3176'S-18-377 (MILES ROAD), SET IN A FLOWER BED IN FRONT OF THE KINDER CARE
 CK3176'LEARNING CENTER IN THE NORTHEAST ANGLE OF THE INTERSECTION OF COUNTY
 CK3176'ROAD S-18-436 (ROSE LANE), 25.3 METERS (83.01 FEET) EAST-NORTHEAST OF
 CK3176'THE APPROXIMATE CENTER OF ROSE LANE, 22.4 METERS (73.49 FEET)
 CK3176'NORTH-NORTHEAST OF A FIRE HYDRANT, 27.2 METERS (89.24 FEET)
 CK3176'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-18-377, 23.1 METERS
 CK3176'(75.79 FEET) WEST-NORTHWEST OF POWER POLE NUMBER 258868, 11.1 METERS
 CK3176'(36.42 FEET) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE KINDER CARE
 CK3176'BUILDING.
 CK3176'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 CK3176
 CK3176                          STATION RECOVERY (1993)
 CK3176
 CK3176'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3176'RECOVERED IN GOOD CONDITION.
 CK3176
 CK3176                          STATION RECOVERY (2002)
 CK3176
 CK3176'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3176'STATION IS LOCATED 1.55 MILES SOUTH OF SUMMERVILLE, 26.4 MILES EAST
 CK3176'SOUTHEAST OF SAINT
 CK3176'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX  191,
 CK3176'COLUMBIA, SC 29202,
 CK3176'PHONE 803-73701350.
 CK3176'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3176'BRIDGE ROAD) AND
 CK3176'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3176'SOUTHWEST OF
 CK3176'SUMMERVILLE, GO NORTHEAST ON HIGHWAY 165 FOR 2.5 MILES TO THE JUNCTION
 CK3176'OF
 CK3176'STATE ROAD 199 (OLD TROLLEY ROAD), TURN RIGHT ON ROAD 199 FOR 0.35
 CK3176'MILE TO THE
 CK3176'JUNCTION OF STATE ROAD 377 (MILES ROAD), TURN LEFT ON ROAD 377 FOR 0.1
 CK3176'MILE TO THE
 CK3176'STATION ON THE LEFT IN A PLANTED AREA IN FRONT OF WEE WONDERLAND DAY
 CK3176'CARE CENTER IN
 CK3176'THE NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 436 (ROSE LANE).
 CK3176'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3176'ROAD,  4.4 FEET
 CK3176'SOUTH OF THE SOUTH FACE OF THE BUILDING, 89.3 FEET NORTH OF THE CENTER
 CK3176'OF THE ROAD,
 CK3176'35.9 FEET WEST SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK DAY CARE
 CK3176'BUILDING,
 CK3176'73.2 FEET NORTHEAST OF A POWER POLE WITH SECURITY LIGHT, 82.8 FEET
 CK3176'EAST OF THE CENTER
 CK3176'OF ROSE LANE, 73.4 FEET NORTHEAST OF A FIRE HYDRANT, 65.0 FEET
 CK3176'NORTHWEST OF A METAL
 CK3176'POLE SUPPORTING A SIGN (WEE WONDERLAND DAY CARE CENTER).
 CK3176'RECOVERED BY J.B. SMOAK.
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176' 
 CK3176'
 CK3176
 CK3176                          STATION RECOVERY (2003)
 CK3176
 CK3176'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3176'SEARCHED IN FRONT OF WEE WONDERLAND DAY CARE CENTER WITH MICRONTA
 CK3176'4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3183 ***********************************************************************
 CK3183  DESIGNATION -  18 069
 CK3183  PID         -  CK3183
 CK3183  STATE/COUNTY-  SC/DORCHESTER
 CK3183  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK3183
 CK3183                         *CURRENT SURVEY CONTROL
 CK3183  ___________________________________________________________________
 CK3183* NAD 83(1986)-  32 59 51.     (N)    080 18 59.     (W)     SCALED    
 CK3183* NAVD 88     -        15.453  (meters)      50.70   (feet)  ADJUSTED  
 CK3183  ___________________________________________________________________
 CK3183  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CK3183  DYNAMIC HT  -          15.436 (meters)      50.64  (feet)  COMP
 CK3183  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 CK3183
 CK3183  VERT ORDER  -  FIRST     CLASS II
 CK3183
 CK3183.The horizontal coordinates were scaled from a topographic map and have
 CK3183.an estimated accuracy of +/- 6 seconds.
 CK3183
 CK3183.The orthometric height was determined by differential leveling
 CK3183.and adjusted by the National Geodetic Survey in June 1991..
 CK3183
 CK3183.The geoid height was determined by GEOID03.
 CK3183
 CK3183.The dynamic height is computed by dividing the NAVD 88
 CK3183.geopotential number by the normal gravity value computed on the
 CK3183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3183.degrees latitude (g = 980.6199 gals.).
 CK3183
 CK3183.The modeled gravity was interpolated from observed gravity values.
 CK3183
 CK3183;                    North         East    Units  Estimated Accuracy
 CK3183;SPC SC       -   129,320.      673,480.      MT  (+/- 180 meters Scaled)
 CK3183
 CK3183                          SUPERSEDED SURVEY CONTROL
 CK3183
 CK3183  NGVD 29 (03/21/89)   15.748  (m)           51.67   (f) ADJUSTED    1 2
 CK3183
 CK3183.Superseded values are not recommended for survey control.
 CK3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3183.See file dsdata.txt to determine how the superseded data were derived.
 CK3183
 CK3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS638512(NAD 83)
 CK3183_MARKER: DB = BENCH MARK DISK
 CK3183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3183_SP_SET: CONCRETE POST
 CK3183_STAMPING: VERT 18 069 1985
 CK3183_MARK LOGO: SCGS  
 CK3183_PROJECTION: FLUSH
 CK3183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3183
 CK3183  HISTORY     - Date     Condition        Report By
 CK3183  HISTORY     - 1985     MONUMENTED       SCGS
 CK3183  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 CK3183  HISTORY     - 20020821 MARK NOT FOUND   SCGS
 CK3183  HISTORY     - 20030618 MARK NOT FOUND   USPSQD
 CK3183
 CK3183                          STATION DESCRIPTION
 CK3183
 CK3183'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3183'2.6 KM (1.6 MI) SE FROM GIVHANS.
 CK3183'2.6 KILOMETERS (1.6 MILES) SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 CK3183'JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, SET IN THE EAST CORNER OF THE
 CK3183'YARD OF A SMALL ONE-STORY WOOD HOUSE, 47.2 METERS (154.86 FEET)
 CK3183'SOUTHEAST OF A POWER POLE THAT SERVICES THE WOOD HOUSE, 26.64 METERS
 CK3183'(87.4 FEET) SOUTH OF A TELEPHONE JUNCTION BOX NUMBER P00, 10.13 METERS
 CK3183'(33.23 FEET) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 61, 10.25
 CK3183'METERS (33.63 FEET) EAST OF THE EAST CORNER OF THE HOUSE.
 CK3183'THE MARK IS 0.60 M BELOW HIGHWAY.
 CK3183
 CK3183                          STATION RECOVERY (1993)
 CK3183
 CK3183'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK3183'MARK NOT FOUND.
 CK3183
 CK3183                          STATION RECOVERY (2002)
 CK3183
 CK3183'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3183'NOT RECOVERED, SEARCHED 20 MINUTES WITH NO RESULTS, MEASUREMENTS  LED
 CK3183'TO AN AREA
 CK3183'WHICH HAS CHANGED, POSSIBLY INTACT. RECOVERY BY T. HALL.
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183' 
 CK3183'
 CK3183
 CK3183                          STATION RECOVERY (2003)
 CK3183
 CK3183'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3183'SEARCHED NEAR TELEPHONE JUNCTION BOX WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1679 ***********************************************************************
 DE1679  DESIGNATION -  18 070
 DE1679  PID         -  DE1679
 DE1679  STATE/COUNTY-  SC/DORCHESTER
 DE1679  USGS QUAD   -  RIDGEVILLE (1979)
 DE1679
 DE1679                         *CURRENT SURVEY CONTROL
 DE1679  ___________________________________________________________________
 DE1679* NAD 83(1986)-  33 00 20.     (N)    080 19 34.     (W)     SCALED    
 DE1679* NAVD 88     -        11.864  (meters)      38.92   (feet)  ADJUSTED  
 DE1679  ___________________________________________________________________
 DE1679  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DE1679  DYNAMIC HT  -          11.851 (meters)      38.88  (feet)  COMP
 DE1679  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 DE1679
 DE1679  VERT ORDER  -  FIRST     CLASS II
 DE1679
 DE1679.The horizontal coordinates were scaled from a topographic map and have
 DE1679.an estimated accuracy of +/- 6 seconds.
 DE1679
 DE1679.The orthometric height was determined by differential leveling
 DE1679.and adjusted by the National Geodetic Survey in June 1991..
 DE1679
 DE1679.The geoid height was determined by GEOID03.
 DE1679
 DE1679.The dynamic height is computed by dividing the NAVD 88
 DE1679.geopotential number by the normal gravity value computed on the
 DE1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1679.degrees latitude (g = 980.6199 gals.).
 DE1679
 DE1679.The modeled gravity was interpolated from observed gravity values.
 DE1679
 DE1679;                    North         East    Units  Estimated Accuracy
 DE1679;SPC SC       -   130,200.      672,560.      MT  (+/- 180 meters Scaled)
 DE1679
 DE1679                          SUPERSEDED SURVEY CONTROL
 DE1679
 DE1679  NGVD 29 (03/21/89)   12.159  (m)           39.89   (f) ADJUSTED    1 2
 DE1679
 DE1679.Superseded values are not recommended for survey control.
 DE1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1679.See file dsdata.txt to determine how the superseded data were derived.
 DE1679
 DE1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS629521(NAD 83)
 DE1679_MARKER: DD = SURVEY DISK
 DE1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1679_SP_SET: CONCRETE POST
 DE1679_STAMPING: VERT 18 070 1985
 DE1679_MARK LOGO: SCGS  
 DE1679_PROJECTION: RECESSED 5 CENTIMETERS
 DE1679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1679+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DE1679
 DE1679  HISTORY     - Date     Condition        Report By
 DE1679  HISTORY     - 1985     MONUMENTED       SCGS
 DE1679  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 DE1679  HISTORY     - 20020821 GOOD             SCGS
 DE1679  HISTORY     - 20030618 GOOD             USPSQD
 DE1679
 DE1679                          STATION DESCRIPTION
 DE1679
 DE1679'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1679'1.3 KM (0.8 MI) SE FROM GIVHANS.
 DE1679'1.3 KILOMETERS (0.8 MILE) SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 DE1679'JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, SET NEAR THE NORTHWEST CORNER
 DE1679'OF THE CLASSROOM BUILDING AT THE MAGNOLIA BAPTIST CHURCH, 26.67 METERS
 DE1679'(87.5 FEET) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 61,
 DE1679'15.65 METERS (51.35 FEET) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 DE1679'THE MAIN PORTION OF THE CHURCH, 9.23 METERS (30.28 FEET)
 DE1679'SOUTH-SOUTHEAST OF A LONE 36-INCH OAK TREE, 0.92 METER (3.02 FEET)
 DE1679'SOUTHWEST OF THE NORTHWEST CORNER OF THE CLASSROOM BUILDING.
 DE1679'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1679
 DE1679                          STATION RECOVERY (1993)
 DE1679
 DE1679'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1679'MARK NOT FOUND.
 DE1679
 DE1679                          STATION RECOVERY (2002)
 DE1679
 DE1679'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1679'STATION IS LOCATED 6.2 MILES SOUTH OF RIDGEVILLE, 19.0 MILES SOUTHEAST
 DE1679'OF SAINT GEORGE.
 DE1679'OWNERSHIP--MAGNOLIA BAPTIST CHURCH, 1234 HIGHWAY 61, RIDGEVILLE, SC
 DE1679'29472, PHONE
 DE1679'843-871-4702.
 DE1679'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE1679'STATE ROAD 298
 DE1679'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE1679'SOUTHEAST ON HIGHWAY 61 FOR 0.8 MILE TO THE STATION ON THE LEFT NEAR
 DE1679'THE
 DE1679'WEST CORNER OF THE CLASSROOM BUILDING OF THE MAGNOLIA BAPTIST CHURCH.
 DE1679'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE
 DE1679'HIGHWAY, 3.0 FEET
 DE1679'SOUTHWEST OF THE WEST CORNER OF THE CLASSROOM BUILDING OF THE CHURCH,
 DE1679'13.3 FEET
 DE1679'NORTH OF THE WEST CORNER OF THE CONCRETE LANDING OF THE STEPS TO THE
 DE1679'CLASSROOM
 DE1679'BUILDING OF THE CHURCH, 86.3 FEET NORTHEAST OF THE CENTER OF THE
 DE1679'HIGHWAY, 33.9 FEET
 DE1679'EAST OF A SECURITY LIGHT POLE, 51.0 FEET NORTHEAST OF A TELEPHONE
 DE1679'JUNCTION BOX
 DE1679'NUMBER 136/1.
 DE1679'RECOVERED BY T. HALL.
 DE1679' 
 DE1679' 
 DE1679' 
 DE1679' 
 DE1679' 
 DE1679' 
 DE1679'
 DE1679
 DE1679                          STATION RECOVERY (2003)
 DE1679
 DE1679'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1671 ***********************************************************************
 DE1671  DESIGNATION -  18 071
 DE1671  PID         -  DE1671
 DE1671  STATE/COUNTY-  SC/DORCHESTER
 DE1671  USGS QUAD   -  RIDGEVILLE (1979)
 DE1671
 DE1671                         *CURRENT SURVEY CONTROL
 DE1671  ___________________________________________________________________
 DE1671* NAD 83(1986)-  33 00 44.     (N)    080 20 16.     (W)     SCALED    
 DE1671* NAVD 88     -        15.964  (meters)      52.38   (feet)  ADJUSTED  
 DE1671  ___________________________________________________________________
 DE1671  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DE1671  DYNAMIC HT  -          15.947 (meters)      52.32  (feet)  COMP
 DE1671  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 DE1671
 DE1671  VERT ORDER  -  FIRST     CLASS II
 DE1671
 DE1671.The horizontal coordinates were scaled from a topographic map and have
 DE1671.an estimated accuracy of +/- 6 seconds.
 DE1671
 DE1671.The orthometric height was determined by differential leveling
 DE1671.and adjusted by the National Geodetic Survey in June 1991..
 DE1671
 DE1671.The geoid height was determined by GEOID03.
 DE1671
 DE1671.The dynamic height is computed by dividing the NAVD 88
 DE1671.geopotential number by the normal gravity value computed on the
 DE1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1671.degrees latitude (g = 980.6199 gals.).
 DE1671
 DE1671.The modeled gravity was interpolated from observed gravity values.
 DE1671
 DE1671;                    North         East    Units  Estimated Accuracy
 DE1671;SPC SC       -   130,940.      671,470.      MT  (+/- 180 meters Scaled)
 DE1671
 DE1671                          SUPERSEDED SURVEY CONTROL
 DE1671
 DE1671  NGVD 29 (03/21/89)   16.260  (m)           53.35   (f) ADJUSTED    1 2
 DE1671
 DE1671.Superseded values are not recommended for survey control.
 DE1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1671.See file dsdata.txt to determine how the superseded data were derived.
 DE1671
 DE1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS618528(NAD 83)
 DE1671_MARKER: DD = SURVEY DISK
 DE1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1671_SP_SET: CONCRETE POST
 DE1671_STAMPING: VERT 18 071 1985
 DE1671_MARK LOGO: SCGS  
 DE1671_PROJECTION: FLUSH
 DE1671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1671+STABILITY: SURFACE MOTION
 DE1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1671+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DE1671
 DE1671  HISTORY     - Date     Condition        Report By
 DE1671  HISTORY     - 1985     MONUMENTED       SCGS
 DE1671  HISTORY     - 19930818 GOOD             SCGS
 DE1671  HISTORY     - 20020821 GOOD             SCGS
 DE1671  HISTORY     - 20030618 GOOD             USPSQD
 DE1671
 DE1671                          STATION DESCRIPTION
 DE1671
 DE1671'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1671'IN GIVHANS.
 DE1671'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1671'IN GIVHANS, SET NEAR A FENCE CORNER BETWEEN TWO POWER POLES IN THE
 DE1671'NORTH ANGLE OF THE JUNCTION OF STATE HIGHWAYS 61 AND 27, 30.3 METERS
 DE1671'(99.41 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF HIGHWAY 27,
 DE1671'42.3 METERS (138.78 FEET) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A
 DE1671'LARGE ONE-STORY WOOD HOUSE IN THE NORTH ANGLE OF THE INTERSECTION,
 DE1671'14.9 METERS (48.88 FEET) SOUTH-SOUTHWEST OF A 28-INCH PINE TREE WITH A
 DE1671'Y-SHAPE, 11.6 METERS (38.06 FEET) NORTHEAST OF THE CENTERLINE OF STATE
 DE1671'HIGHWAY 61, 3.5 METERS (11.48 FEET) NORTH-NORTHWEST OF A POWER POLE,
 DE1671'4.12 METERS (13.52 FEET) EAST-SOUTHEAST OF A POWER POLE.
 DE1671'THE MARK IS 0.90 METERS  S FROM A WITNESS POST.
 DE1671
 DE1671                          STATION RECOVERY (1993)
 DE1671
 DE1671'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1671'STATION IS LOCATED NEAR A POWER POLE IN THE NORTH ANGLE OF THE
 DE1671'JUNCTION OF STATE HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298
 DE1671'(WRIGHT ROAD) IN GIVHANS,  5.9 MILES (9.5 KM) SOUTH OF RIDGEVILLE.
 DE1671'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1671'COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE POST
 DE1671'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAYS, 37.6 FEET
 DE1671'(11.5 M) NORTHEAST OF THE CENTER OF HIGHWAY 61, 91.6 FEET (27.9 M)
 DE1671'WEST OF THE CENTER OF HIGHWAY 27, 13.6 FEET (4.1 M) EAST OF A
 DE1671'TELEPHONE JUNCTION BOX P1391, 11.3 FEET (3.4 M) NORTH NORTHWEST OF A
 DE1671'POWER POLE WITH TWO GUY WIRES, 2.9 FEET (0.9 M) SOUTH OF A WITNESS
 DE1671'POST. RECOVERED BY T. HALL.
 DE1671
 DE1671                          STATION RECOVERY (2002)
 DE1671
 DE1671'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1671'STATION IS LOCATED NEAR A POWER POLE IN THE NORTHWEST ANGLE OF THE
 DE1671'JUNCTION OF
 DE1671'STATE HIGHWAYS 61, 27 AND STATE ROAD 298 (WRIGHT ROAD) IN GIVHANS
 DE1671'COMMUNITY, 5.9 MILES
 DE1671'SOUTH OF RIDGEVILLE, 18.25 MILES SOUTHEAST OF SAINT GEORGE.
 DE1671'OWNERSHIP--SCDOT, DIRECTOR
 DE1671'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1671'803-737-1350.
 DE1671'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1671'HIGHWAYS, 38.0 FEET
 DE1671'NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 11.6 FEET NORTH
 DE1671'NORTHWEST OF A LARGE
 DE1671'POWER POLE WITH TWO GUY WIRES, 14.8 FEET EAST OF A TELEPHONE JUNCTION
 DE1671'BOX P39, 15.0 FEET
 DE1671'NORTHWEST OF A FIVE FOOT TALL FIBERGLASS OPTIC WARNING POST, 3.0 FEET
 DE1671'SOUTH OF A
 DE1671'WITNESS POST.
 DE1671'RECOVERED BY T. HALL.
 DE1671' 
 DE1671' 
 DE1671' 
 DE1671' 
 DE1671' 
 DE1671' 
 DE1671' 
 DE1671'
 DE1671
 DE1671                          STATION RECOVERY (2003)
 DE1671
 DE1671'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1670 ***********************************************************************
 DE1670  DESIGNATION -  18 072
 DE1670  PID         -  DE1670
 DE1670  STATE/COUNTY-  SC/DORCHESTER
 DE1670  USGS QUAD   -  RIDGEVILLE (1979)
 DE1670
 DE1670                         *CURRENT SURVEY CONTROL
 DE1670  ___________________________________________________________________
 DE1670* NAD 83(2001)-  33 01 28.45245(N)    080 19 49.22096(W)     ADJUSTED  
 DE1670* NAVD 88     -         9.859  (meters)      32.35   (feet)  ADJUSTED  
 DE1670  ___________________________________________________________________
 DE1670  X           -     899,124.752 (meters)                     COMP
 DE1670  Y           -  -5,276,919.444 (meters)                     COMP
 DE1670  Z           -   3,456,231.520 (meters)                     COMP
 DE1670  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DE1670  ELLIP HEIGHT-         -22.26  (meters)          (10/16/03) GPS OBS
 DE1670  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DE1670  DYNAMIC HT  -           9.848 (meters)      32.31  (feet)  COMP
 DE1670  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 DE1670
 DE1670  HORZ ORDER  -  FIRST
 DE1670  VERT ORDER  -  FIRST     CLASS II
 DE1670  ELLP ORDER  -  FOURTH    CLASS II
 DE1670
 DE1670.The horizontal coordinates were established by GPS observations
 DE1670.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DE1670
 DE1670.The orthometric height was determined by differential leveling
 DE1670.and adjusted by the National Geodetic Survey in June 1991..
 DE1670
 DE1670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1670
 DE1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1670
 DE1670.The ellipsoidal height was determined by GPS observations
 DE1670.and is referenced to NAD 83.
 DE1670
 DE1670.The geoid height was determined by GEOID03.
 DE1670
 DE1670.The dynamic height is computed by dividing the NAVD 88
 DE1670.geopotential number by the normal gravity value computed on the
 DE1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1670.degrees latitude (g = 980.6199 gals.).
 DE1670
 DE1670.The modeled gravity was interpolated from observed gravity values.
 DE1670
 DE1670;                    North         East     Units Scale Factor Converg.
 DE1670;SPC SC       -   132,309.854   672,155.192   MT  0.99985652   +0 22 16.5
 DE1670;SPC SC       -   434,087.45  2,205,233.57   iFT  0.99985652   +0 22 16.5
 DE1670;UTM  17      - 3,654,209.986   562,540.164   MT  0.99964822   +0 21 53.9
 DE1670
 DE1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1670!SPC SC       -   1.00000349  x   0.99985652  =   0.99986001
 DE1670!UTM  17      -   1.00000349  x   0.99964822  =   0.99965171
 DE1670
 DE1670                          SUPERSEDED SURVEY CONTROL
 DE1670
 DE1670  NAD 83(1986)-  33 01 28.46260(N)    080 19 49.22371(W) AD(       ) 1
 DE1670  NAVD 88 (10/16/03)    9.86   (m)           32.3    (f) LEVELING    3  
 DE1670  NGVD 29 (03/21/89)   10.155  (m)           33.32   (f) ADJUSTED    1 2
 DE1670
 DE1670.Superseded values are not recommended for survey control.
 DE1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1670.See file dsdata.txt to determine how the superseded data were derived.
 DE1670
 DE1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6254054210(NAD 83)
 DE1670_MARKER: DD = SURVEY DISK
 DE1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1670_SP_SET: CONCRETE POST
 DE1670_STAMPING: VERT 18 072 1985
 DE1670_MARK LOGO: SCGS  
 DE1670_PROJECTION: RECESSED 3 CENTIMETERS
 DE1670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1670+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DE1670
 DE1670  HISTORY     - Date     Condition        Report By
 DE1670  HISTORY     - 1985     MONUMENTED       SCGS
 DE1670  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 DE1670  HISTORY     - 20020821 GOOD             SCGS
 DE1670  HISTORY     - 20030618 GOOD             USPSQD
 DE1670
 DE1670                          STATION DESCRIPTION
 DE1670
 DE1670'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1670'1.6 KM (1.0 MI) NNE FROM GIVHANS.
 DE1670'1.6 KILOMETERS (1.0 MILE) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1670'JUNCTION OF STATE HIGHWAY 61 IN GIVHANS, SET BETWEEN AN 80-INCH OAK
 DE1670'TREE AND THE NORTHEAST FACE OF THE NEW HOPE A.M.E. CHURCH, 66.5 METERS
 DE1670'(218.18 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DE1670'18.52 METERS (60.76 FEET) WEST OF THE WEST CORNER OF CINDER BLOCK
 DE1670'WATER PUMP SHED, 9.25 METERS (30.35 FEET) EAST OF THE NORTH CORNER OF
 DE1670'THE CHURCH, 9.4 METERS (30.84 FEET) SOUTH OF THE OAK TREE, 3.7 METERS
 DE1670'(12.14 FEET) NORTHEAST OF THE NORTHEAST FACE OF THE CHURCH.
 DE1670
 DE1670                          STATION RECOVERY (1993)
 DE1670
 DE1670'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1670'MARK NOT FOUND.
 DE1670
 DE1670                          STATION RECOVERY (2002)
 DE1670
 DE1670'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1670'STATION IS LOCATED 4.95 MILES SOUTH OF RIDGEVILLE, 18.0 MILES
 DE1670'SOUTHEAST OF SAINT
 DE1670'GEORGE. OWNERSHIP--GREATER NEW HOPE A.M.E. CHURCH, REVEREND T. GATES,
 DE1670'PASTOR, 1461
 DE1670'GIVHANS ROAD, RIDGEVILLE, SC 29472, PHONE 843-871-7223.
 DE1670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE1670'STATE ROAD 298
 DE1670'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE1670'NORTH ON
 DE1670'HIGHWAY 27 FOR 1.0 MILE TO THE STATION ON THE RIGHT ON THE NORTHEAST
 DE1670'SIDE OF THE
 DE1670'GREATER NEW HOPE A.M.E. CHURCH.
 DE1670'STATION IS A CONCRETE POST RECESSED 0.1 FOOT, 214.0 FEET SOUTHEAST OF
 DE1670'THE CENTER OF
 DE1670'THE HIGHWAY, 30.5 FEET EAST OF THE NORTH CORNER OF THE CHURCH
 DE1670'BUILDING, 1.3 FEET
 DE1670'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK ON THE
 DE1670'NORTHEAST SIDE
 DE1670'OF THE CHURCH BUILDING, 60.4 FEET WEST OF THE WEST CORNER OF A SMALL
 DE1670'BRICK PUMP
 DE1670'SHED, 8.2 FEET EAST OF THE EAST CORNER OF A BRICK PARAPET WALL AROUND
 DE1670'AN AIR
 DE1670'CONDITIONING UNIT.
 DE1670'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 DE1670'RECOVERED BY T. HALL.
 DE1670' 
 DE1670' 
 DE1670' 
 DE1670' 
 DE1670' 
 DE1670' 
 DE1670' 
 DE1670' 
 DE1670' 
 DE1670'
 DE1670
 DE1670                          STATION RECOVERY (2003)
 DE1670
 DE1670'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1664 ***********************************************************************
 DE1664  DESIGNATION -  18 073
 DE1664  PID         -  DE1664
 DE1664  STATE/COUNTY-  SC/DORCHESTER
 DE1664  USGS QUAD   -  RIDGEVILLE (1979)
 DE1664
 DE1664                         *CURRENT SURVEY CONTROL
 DE1664  ___________________________________________________________________
 DE1664* NAD 83(2001)-  33 03 21.23423(N)    080 18 58.77980(W)     ADJUSTED  
 DE1664* NAVD 88     -        15.900  (meters)      52.17   (feet)  ADJUSTED  
 DE1664  ___________________________________________________________________
 DE1664  X           -     900,097.371 (meters)                     COMP
 DE1664  Y           -  -5,274,836.996 (meters)                     COMP
 DE1664  Z           -   3,459,147.392 (meters)                     COMP
 DE1664  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DE1664  ELLIP HEIGHT-         -16.25  (meters)          (10/16/03) GPS OBS
 DE1664  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DE1664  DYNAMIC HT  -          15.883 (meters)      52.11  (feet)  COMP
 DE1664  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DE1664
 DE1664  HORZ ORDER  -  FIRST
 DE1664  VERT ORDER  -  FIRST     CLASS II
 DE1664  ELLP ORDER  -  FOURTH    CLASS II
 DE1664
 DE1664.The horizontal coordinates were established by GPS observations
 DE1664.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DE1664
 DE1664.The orthometric height was determined by differential leveling
 DE1664.and adjusted by the National Geodetic Survey in June 1991..
 DE1664
 DE1664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1664
 DE1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1664
 DE1664.The ellipsoidal height was determined by GPS observations
 DE1664.and is referenced to NAD 83.
 DE1664
 DE1664.The geoid height was determined by GEOID03.
 DE1664
 DE1664.The dynamic height is computed by dividing the NAVD 88
 DE1664.geopotential number by the normal gravity value computed on the
 DE1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1664.degrees latitude (g = 980.6199 gals.).
 DE1664
 DE1664.The modeled gravity was interpolated from observed gravity values.
 DE1664
 DE1664;                    North         East     Units Scale Factor Converg.
 DE1664;SPC SC       -   135,792.306   673,441.046   MT  0.99985056   +0 22 44.5
 DE1664;SPC SC       -   445,512.81  2,209,452.25   iFT  0.99985056   +0 22 44.5
 DE1664;UTM  17      - 3,657,691.588   563,826.131   MT  0.99965023   +0 22 22.5
 DE1664
 DE1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1664!SPC SC       -   1.00000255  x   0.99985056  =   0.99985311
 DE1664!UTM  17      -   1.00000255  x   0.99965023  =   0.99965278
 DE1664
 DE1664                          SUPERSEDED SURVEY CONTROL
 DE1664
 DE1664  NAD 83(1986)-  33 03 21.24441(N)    080 18 58.78235(W) AD(       ) 1
 DE1664  NAVD 88 (10/16/03)   15.90   (m)           52.2    (f) LEVELING    3  
 DE1664  NGVD 29 (03/21/89)   16.196  (m)           53.14   (f) ADJUSTED    1 2
 DE1664
 DE1664.Superseded values are not recommended for survey control.
 DE1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1664.See file dsdata.txt to determine how the superseded data were derived.
 DE1664
 DE1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6382657692(NAD 83)
 DE1664_MARKER: DD = SURVEY DISK
 DE1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1664_SP_SET: CONCRETE POST
 DE1664_STAMPING: VERT 18 073 1985
 DE1664_MARK LOGO: SCGS  
 DE1664_PROJECTION: RECESSED 5 CENTIMETERS
 DE1664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1664+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 DE1664
 DE1664  HISTORY     - Date     Condition        Report By
 DE1664  HISTORY     - 1985     MONUMENTED       SCGS
 DE1664  HISTORY     - 19930612 GOOD             USPSQD
 DE1664  HISTORY     - 20020821 GOOD             SCGS
 DE1664
 DE1664                          STATION DESCRIPTION
 DE1664
 DE1664'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1664'4.25 KM (2.65 MI) SOUTH FROM RIDGEVILLE.
 DE1664'4.6 KILOMETERS (2.85 MILES) SOUTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1664'RIDGEVILLE POST OFFICE, SET NEAR A POWER POLE NEXT TO A SMALL BRICK
 DE1664'WATER PUMP SHED ON THE NORTH SIDE OF A LARGE TWO-STORY BRICK HOUSE,
 DE1664'66.8 METERS (219.16 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DE1664'18.99 METERS (62.3 FEET) NORTHWEST OF THE NORTHEAST CORNER OF THE
 DE1664'HOUSE, 10.7 METERS (35.1 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER
 DE1664'OF A LARGE TWO STALL GARAGE, 3.3 METERS (10.83 FEET) EAST-NORTHEAST OF
 DE1664'THE NORTHWEST CORNER OF THE WATER PUMP SHED, 0.95 METER (3.12 FEET)
 DE1664'NORTH-NORTHEAST OF THE POWER POLE.
 DE1664'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 DE1664
 DE1664                          STATION RECOVERY (1993)
 DE1664
 DE1664'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1664'RECOVERED IN GOOD CONDITION.
 DE1664
 DE1664                          STATION RECOVERY (2002)
 DE1664
 DE1664'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1664'STATION IS LOCATED 2.7 MILES SOUTH OF RIDGEVILLE, 17.5 MILES EAST
 DE1664'SOUTHEAST OF SAINT
 DE1664'GEORGE. OWNERSHIP--MANNING AND CYNTHIA ROGERS, 808 GIVHANS ROAD,
 DE1664'RIDGEVILLE, SC
 DE1664'29472, CELL PHONE 843-514-7307.
 DE1664'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE1664'STATE ROAD 298
 DE1664'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE1664'NORTH ON
 DE1664'HIGHWAY 27 FOR 3.5 MILES TO THE STATION ON THE LEFT NEAR A SMALL BRICK
 DE1664'PUMP HOUSE ON
 DE1664'THE NORTH SIDE OF A BRICK HOUSE NUMBER 808.
 DE1664'STATION IS A CONCRETE POST RECESSED 0.2 FOOT, 4.8 FEET NORTH NORTHEAST
 DE1664'OF THE
 DE1664'NORTHEAST CORNER OF THE PUMP HOUSE,  3.0 FEET NORTH NORTHEAST OF A
 DE1664'POWER LINE STUB
 DE1664'POLE WITH GUY WIRE AND SECURITY LIGHT, 35.1 FEET EAST NORTHEAST OF THE
 DE1664'NORTHEAST
 DE1664'CORNER OF A BRICK TWO CAR GARAGE, 52.5 FEET NORTH OF THE NORTHWEST
 DE1664'CORNER OF THE
 DE1664'HOUSE, 219.0 FEET WEST OF THE CENTER OF THE HIGHWAY.
 DE1664'RECOVERED BY T. HALL.
 DE1664' 
 DE1664' 
 DE1664' 
 DE1664' 
 DE1664' 
 DE1664' 
 DE1664' 
 DE1664' 
 DE1664'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1614 ***********************************************************************
 DE1614  DESIGNATION -  18 074
 DE1614  PID         -  DE1614
 DE1614  STATE/COUNTY-  SC/DORCHESTER
 DE1614  USGS QUAD   -  SUMMERVILLE (1990)
 DE1614
 DE1614                         *CURRENT SURVEY CONTROL
 DE1614  ___________________________________________________________________
 DE1614* NAD 83(1986)-  33 02 11.     (N)    080 12 12.     (W)     SCALED    
 DE1614* NAVD 88     -        20.095  (meters)      65.93   (feet)  ADJUSTED  
 DE1614  ___________________________________________________________________
 DE1614  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DE1614  DYNAMIC HT  -          20.073 (meters)      65.86  (feet)  COMP
 DE1614  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 DE1614
 DE1614  VERT ORDER  -  FIRST     CLASS II
 DE1614
 DE1614.The horizontal coordinates were scaled from a topographic map and have
 DE1614.an estimated accuracy of +/- 6 seconds.
 DE1614
 DE1614.The orthometric height was determined by differential leveling
 DE1614.and adjusted by the National Geodetic Survey in June 1991..
 DE1614
 DE1614.The geoid height was determined by GEOID03.
 DE1614
 DE1614.The dynamic height is computed by dividing the NAVD 88
 DE1614.geopotential number by the normal gravity value computed on the
 DE1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1614.degrees latitude (g = 980.6199 gals.).
 DE1614
 DE1614.The modeled gravity was interpolated from observed gravity values.
 DE1614
 DE1614;                    North         East    Units  Estimated Accuracy
 DE1614;SPC SC       -   133,710.      684,010.      MT  (+/- 180 meters Scaled)
 DE1614
 DE1614                          SUPERSEDED SURVEY CONTROL
 DE1614
 DE1614  NGVD 29 (03/21/89)   20.391  (m)           66.90   (f) ADJUSTED    1 2
 DE1614
 DE1614.Superseded values are not recommended for survey control.
 DE1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1614.See file dsdata.txt to determine how the superseded data were derived.
 DE1614
 DE1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS743556(NAD 83)
 DE1614_MARKER: DD = SURVEY DISK
 DE1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1614_SP_SET: CONCRETE POST
 DE1614_STAMPING: VERT 18 074 1985
 DE1614_MARK LOGO: SCGS  
 DE1614_PROJECTION: FLUSH
 DE1614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1614+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 DE1614
 DE1614  HISTORY     - Date     Condition        Report By
 DE1614  HISTORY     - 1985     MONUMENTED       SCGS
 DE1614  HISTORY     - 19950611 GOOD             USPSQD
 DE1614  HISTORY     - 20020909 GOOD             SCGS
 DE1614
 DE1614                          STATION DESCRIPTION
 DE1614
 DE1614'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1614'3.9 KM (2.4 MI) NW FROM SUMMERVILLE.
 DE1614'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1614'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 3.9
 DE1614'KILOMETERS (2.4 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, SET NEAR A
 DE1614'POWER POLE AND A FIRE HYDRANT IN THE EAST ANGLE OF THE INTERSECTION OF
 DE1614'COUNTY ROAD S-18-661, 59.65 METERS (195.7 FEET) WEST-NORTHWEST OF THE
 DE1614'WEST CORNER OF A ONE-STORY BRICK HOUSE, 12.35 METERS (40.52 FEET)
 DE1614'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.3 METERS (27.23 FEET)
 DE1614'SOUTHEAST OF THE APPROXIMATE CENTER OF THE COUNTY ROAD, 1.05 METERS
 DE1614'(3.44 FEET) SOUTH-SOUTHEAST OF THE FIRE HYDRANT, 1.05 METERS (3.44
 DE1614'FEET) EAST OF POWER POLE NUMBER C-54203.
 DE1614'THE MARK IS 0.90 METERS  SSE FROM A WITNESS POST.
 DE1614'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1614
 DE1614                          STATION RECOVERY (1995)
 DE1614
 DE1614'RECOVERY NOTE BY US POWER SQUADRON 1995
 DE1614'RECOVERED IN GOOD CONDITION.
 DE1614
 DE1614                          STATION RECOVERY (2002)
 DE1614
 DE1614'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1614'STATION IS LOCATED 2.05 MILES NORTHWEST OF SUMMERVILLE, 23.85 MILES
 DE1614'EAST SOUTHEAST OF
 DE1614'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE1614'191, COLUMBIA, SC
 DE1614'29202, PHONE 803-737-1350.
 DE1614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DE1614'(NORTH
 DE1614'MAIN STREET) AND 78 (WEST 5TH STREET NORTH) IN SUMMERVILLE, GO
 DE1614'NORTHWEST
 DE1614'ON HIGHWAY 78 FOR 2.15 MILES TO THE STATION ON THE RIGHT NEAR A POWER
 DE1614'POLE
 DE1614'AND A FIRE HYDRANT IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD 661
 DE1614'(LAWRENCE DRIVE).
 DE1614'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1614'ROADS, 2.2 FEET
 DE1614'SOUTH OF THE FIRE HYDRANT, 3.0 FEET EAST NORTHEAST OF THE POWER POLE
 DE1614'NUMBER 435230,
 DE1614'2.8 FEET NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 1517, 40.2
 DE1614'FEET NORTH
 DE1614'NORTHEAST OF THE CENTER OF HIGHWAY 78, 26.2 FEET SOUTHEAST OF THE
 DE1614'CENTER OF THE ROAD,
 DE1614'0.5 FOOT SOUTHWEST OF A WITNESS POST.
 DE1614'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 DE1614'RECOVERED BY T. HALL.
 DE1614' 
 DE1614' 
 DE1614' 
 DE1614' 
 DE1614' 
 DE1614' 
 DE1614' 
 DE1614' 
 DE1614'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1663 ***********************************************************************
 DE1663  DESIGNATION -  18 074 X
 DE1663  PID         -  DE1663
 DE1663  STATE/COUNTY-  SC/DORCHESTER
 DE1663  USGS QUAD   -  RIDGEVILLE (1979)
 DE1663
 DE1663                         *CURRENT SURVEY CONTROL
 DE1663  ___________________________________________________________________
 DE1663* NAD 83(1986)-  33 04 22.     (N)    080 18 45.     (W)     SCALED    
 DE1663* NAVD 88     -        17.402  (meters)      57.09   (feet)  ADJUSTED  
 DE1663  ___________________________________________________________________
 DE1663  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DE1663  DYNAMIC HT  -          17.383 (meters)      57.03  (feet)  COMP
 DE1663  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 DE1663
 DE1663  VERT ORDER  -  FIRST     CLASS II
 DE1663
 DE1663.The horizontal coordinates were scaled from a topographic map and have
 DE1663.an estimated accuracy of +/- 6 seconds.
 DE1663
 DE1663.The orthometric height was determined by differential leveling
 DE1663.and adjusted by the National Geodetic Survey in June 1991..
 DE1663
 DE1663.The geoid height was determined by GEOID03.
 DE1663
 DE1663.The dynamic height is computed by dividing the NAVD 88
 DE1663.geopotential number by the normal gravity value computed on the
 DE1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1663.degrees latitude (g = 980.6199 gals.).
 DE1663
 DE1663.The modeled gravity was interpolated from observed gravity values.
 DE1663
 DE1663;                    North         East    Units  Estimated Accuracy
 DE1663;SPC SC       -   137,670.      673,790.      MT  (+/- 180 meters Scaled)
 DE1663
 DE1663                          SUPERSEDED SURVEY CONTROL
 DE1663
 DE1663  NGVD 29 (03/21/89)   17.698  (m)           58.06   (f) ADJUSTED    1 2
 DE1663
 DE1663.Superseded values are not recommended for survey control.
 DE1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1663.See file dsdata.txt to determine how the superseded data were derived.
 DE1663
 DE1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS641595(NAD 83)
 DE1663_MARKER: DD = SURVEY DISK
 DE1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1663_SP_SET: CONCRETE POST
 DE1663_STAMPING: VERT 18 074 X 1985
 DE1663_MARK LOGO: SCGS  
 DE1663_PROJECTION: FLUSH
 DE1663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1663+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 DE1663
 DE1663  HISTORY     - Date     Condition        Report By
 DE1663  HISTORY     - 1985     MONUMENTED       SCGS
 DE1663  HISTORY     - 19930612 GOOD             USPSQD
 DE1663  HISTORY     - 20020821 GOOD             SCGS
 DE1663
 DE1663                          STATION DESCRIPTION
 DE1663
 DE1663'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1663'2.4 KM (1.5 MI) SOUTH FROM RIDGEVILLE.
 DE1663'2.7 KILOMETERS (1.7 MILES) SOUTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1663'RIDGEVILLE POST OFFICE, SET NEAR A FENCE CORNER INSIDE A WIRE FENCE IN
 DE1663'THE NORTHWEST CORNER OF THE YARD OF A LARGE ONE-STORY BRICK HOUSE,
 DE1663'56.51 METERS (185.4 FEET) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 DE1663'HOUSE, 43.9 METERS (144.03 FEET) NORTH-NORTHEAST OF THE APPROXIMATE
 DE1663'CENTER OF A SAND DRIVE LEADING TO THE HOUSE, 12.5 METERS (41.01 FEET)
 DE1663'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34.45 METERS (113.02
 DE1663'FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE CINDER BLOCK
 DE1663'BUILDING (INSIDE OF THE WIRE FENCE), 14.3 METERS (46.92 FEET)
 DE1663'SOUTH-SOUTHWEST OF A POWER POLE, 1.15 METERS (3.77 FEET)
 DE1663'EAST-NORTHEAST OF THE FENCE CORNER.
 DE1663'THE MARK IS 1.00 METERS  ENE FROM A WITNESS POST.
 DE1663'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1663
 DE1663                          STATION RECOVERY (1993)
 DE1663
 DE1663'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1663'RECOVERED IN GOOD CONDITION.
 DE1663
 DE1663                          STATION RECOVERY (2002)
 DE1663
 DE1663'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1663'STATION IS LOCATED 1.6 MILES SOUTH OF RIDGEVILLE, 17.1 MILES EAST
 DE1663'SOUTHEAST OF SAINT
 DE1663'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1663'COLUMBIA, SC 29202,
 DE1663'PHONE 803-737-1350.
 DE1663'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 (CHURCH
 DE1663'STREET), 173
 DE1663'(SCHOOL STREET) AND STATE ROAD 5 IN RIDGEVILLE, GO SOUTHWEST ON
 DE1663'HIGHWAY 27 FOR 1.9
 DE1663'MILES TO THE STATION ON THE LEFT NEAR A WIRE FENCE POST AT THE
 DE1663'NORTHWEST CORNER OF
 DE1663'THE YARD OF A BRICK HOUSE NUMBER 505.
 DE1663'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 DE1663'THE HIGHWAY,
 DE1663'41.0 FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.6 FEET EAST
 DE1663'NORTHEAST OF
 DE1663'THE WOODEN FENCE CORNER POST, 37.3 FEET SOUTH SOUTHWEST OF A POWER
 DE1663'POLE WITH A
 DE1663'SCGS REFERENCE WASHER ATTACHED, 113.0 FEET SOUTHWEST OF THE SOUTHWEST
 DE1663'CORNER
 DE1663'OF A CONCRETE BLOCK STORAGE BUILDING, 3.2 FEET EAST NORTHEAST OF A
 DE1663'WITNESS POST.
 DE1663'RECOVERED BY T. HALL.
 DE1663' 
 DE1663' 
 DE1663' 
 DE1663' 
 DE1663' 
 DE1663' 
 DE1663' 
 DE1663' 
 DE1663' 
 DE1663' 
 DE1663'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1613 ***********************************************************************
 DE1613  DESIGNATION -  18 075
 DE1613  PID         -  DE1613
 DE1613  STATE/COUNTY-  SC/DORCHESTER
 DE1613  USGS QUAD   -  SUMMERVILLE (1990)
 DE1613
 DE1613                         *CURRENT SURVEY CONTROL
 DE1613  ___________________________________________________________________
 DE1613* NAD 83(1986)-  33 02 56.     (N)    080 13 36.     (W)     SCALED    
 DE1613* NAVD 88     -        19.284  (meters)      63.27   (feet)  ADJUSTED  
 DE1613  ___________________________________________________________________
 DE1613  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DE1613  DYNAMIC HT  -          19.263 (meters)      63.20  (feet)  COMP
 DE1613  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DE1613
 DE1613  VERT ORDER  -  FIRST     CLASS II
 DE1613
 DE1613.The horizontal coordinates were scaled from a topographic map and have
 DE1613.an estimated accuracy of +/- 6 seconds.
 DE1613
 DE1613.The orthometric height was determined by differential leveling
 DE1613.and adjusted by the National Geodetic Survey in June 1991..
 DE1613
 DE1613.The geoid height was determined by GEOID03.
 DE1613
 DE1613.The dynamic height is computed by dividing the NAVD 88
 DE1613.geopotential number by the normal gravity value computed on the
 DE1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1613.degrees latitude (g = 980.6199 gals.).
 DE1613
 DE1613.The modeled gravity was interpolated from observed gravity values.
 DE1613
 DE1613;                    North         East    Units  Estimated Accuracy
 DE1613;SPC SC       -   135,070.      681,820.      MT  (+/- 180 meters Scaled)
 DE1613
 DE1613                          SUPERSEDED SURVEY CONTROL
 DE1613
 DE1613  NGVD 29 (03/21/89)   19.579  (m)           64.24   (f) ADJUSTED    1 2
 DE1613
 DE1613.Superseded values are not recommended for survey control.
 DE1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1613.See file dsdata.txt to determine how the superseded data were derived.
 DE1613
 DE1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS722569(NAD 83)
 DE1613_MARKER: DD = SURVEY DISK
 DE1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1613_SP_SET: CONCRETE POST
 DE1613_STAMPING: VERT 18 075 1985
 DE1613_MARK LOGO: SCGS  
 DE1613_PROJECTION: FLUSH
 DE1613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1613+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 DE1613
 DE1613  HISTORY     - Date     Condition        Report By
 DE1613  HISTORY     - 1985     MONUMENTED       SCGS
 DE1613  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 DE1613  HISTORY     - 20020909 GOOD             SCGS
 DE1613
 DE1613                          STATION DESCRIPTION
 DE1613
 DE1613'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1613'1.4 KM (0.9 MI) SE FROM JEDBURG.
 DE1613'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1613'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 6.4
 DE1613'KILOMETERS (4.0 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, SET NEAR THE
 DE1613'NORTHWEST CORNER OF BUILDING-C AT THE EXXON CHEMICAL AMERICAS PLANT,
 DE1613'83.9 METERS (275.26 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DE1613'HIGHWAY, 20.95 METERS (68.73 FEET) NORTH-NORTHEAST OF A LIGHT POLE FOR
 DE1613'A PARKING AREA FOR THE PLANT, 19.89 METERS (65.26 FEET)
 DE1613'NORTH-NORTHWEST OF A LARGE VALVE ON THE WEST FACE OF BUILDING-C,
 DE1613'1.05 METERS (3.44 FEET) WEST-SOUTHWEST OF THE WEST FACE OF BUILDING-C,
 DE1613'2.9 METERS (9.51 FEET) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF
 DE1613'BUILDING-C.
 DE1613'THE MARK IS 1.03 METERS  WSW FROM A WITNESS POST.
 DE1613'THE MARK IS 0.60 M ABOVE PARKING AREA.
 DE1613
 DE1613                          STATION RECOVERY (1995)
 DE1613
 DE1613'RECOVERY NOTE BY US POWER SQUADRON 1995
 DE1613'MARK NOT FOUND.
 DE1613
 DE1613                          STATION RECOVERY (2002)
 DE1613
 DE1613'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1613'STATION IS LOCATED 3.65 MILES NORTHWEST OF SUMMERVILLE, 22.25 MILES
 DE1613'EAST SOUTHEAST OF
 DE1613'SAINT GEORGE. OWNERSHIP--LINQ INDUSTRIAL FABRICS INCORPORATED, 2250
 DE1613'WEST 5TH
 DE1613'NORTH STREET, SUMMERVILLE, SC 29483, PHONE 843-825-8151.
 DE1613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DE1613'(NORTH MAIN STREET)
 DE1613'AND 78 (WEST 5TH STREET NORTH) IN SUMMERVILLE, GO NORTHWEST ON HIGHWAY
 DE1613'78 FOR 3.8
 DE1613'MILES TO AN ENTRANCE DRIVEWAY RIGHT LEADING TO LINQ INDUSTRIAL FABRICS
 DE1613'INCORPORATED, TURN RIGHT ON THE DRIVE AND STOP AT THE SECURITY GUARD
 DE1613'SHACK, AFTER
 DE1613'GAINING PERMISSION CONTINUE AHEAD FOR 0.05 MILE TO THE STATION ON THE
 DE1613'RIGHT NEAR THE
 DE1613'NORTHWEST CORNER OF A LARGE METAL BUILDING.
 DE1613'STATION IS A CONCRETE POST RECESSED 0.3 FOOT, 6.9 FEET SOUTHWEST OF
 DE1613'THE NORTHWEST
 DE1613'CORNER OF THE BUILDING, 68.6 FEET NORTH OF AN ALUMINUM SECURITY LIGHT
 DE1613'POLE WITH A
 DE1613'10 MPH SPEED LIMIT SIGN ATTACHED, 9.0 FEET SOUTHEAST OF THE SOUTHWEST
 DE1613'CHAIN LINK
 DE1613'FENCE CORNER POST, 3.4 FEET WEST OF A WITNESS POST.
 DE1613'RECOVERED BY T. HALL.
 DE1613' 
 DE1613' 
 DE1613' 
 DE1613' 
 DE1613' 
 DE1613' 
 DE1613' 
 DE1613' 
 DE1613' 
 DE1613' 
 DE1613'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1610 ***********************************************************************
 DE1610  DESIGNATION -  18 076
 DE1610  PID         -  DE1610
 DE1610  STATE/COUNTY-  SC/DORCHESTER
 DE1610  USGS QUAD   -  SUMMERVILLE (1990)
 DE1610
 DE1610                         *CURRENT SURVEY CONTROL
 DE1610  ___________________________________________________________________
 DE1610* NAD 83(1986)-  33 03 53.     (N)    080 14 44.     (W)     SCALED    
 DE1610* NAVD 88     -        16.802  (meters)      55.12   (feet)  ADJUSTED  
 DE1610  ___________________________________________________________________
 DE1610  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DE1610  DYNAMIC HT  -          16.784 (meters)      55.07  (feet)  COMP
 DE1610  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 DE1610
 DE1610  VERT ORDER  -  FIRST     CLASS II
 DE1610
 DE1610.The horizontal coordinates were scaled from a topographic map and have
 DE1610.an estimated accuracy of +/- 6 seconds.
 DE1610
 DE1610.The orthometric height was determined by differential leveling
 DE1610.and adjusted by the National Geodetic Survey in June 1991..
 DE1610
 DE1610.The geoid height was determined by GEOID03.
 DE1610
 DE1610.The dynamic height is computed by dividing the NAVD 88
 DE1610.geopotential number by the normal gravity value computed on the
 DE1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1610.degrees latitude (g = 980.6199 gals.).
 DE1610
 DE1610.The modeled gravity was interpolated from observed gravity values.
 DE1610
 DE1610;                    North         East    Units  Estimated Accuracy
 DE1610;SPC SC       -   136,820.      680,040.      MT  (+/- 180 meters Scaled)
 DE1610
 DE1610                          SUPERSEDED SURVEY CONTROL
 DE1610
 DE1610  NGVD 29 (03/21/89)   17.097  (m)           56.09   (f) ADJUSTED    1 2
 DE1610
 DE1610.Superseded values are not recommended for survey control.
 DE1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1610.See file dsdata.txt to determine how the superseded data were derived.
 DE1610
 DE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS704587(NAD 83)
 DE1610_MARKER: DD = SURVEY DISK
 DE1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1610_SP_SET: CONCRETE POST
 DE1610_STAMPING: VERT 18 076 1985
 DE1610_MARK LOGO: SCGS  
 DE1610_PROJECTION: RECESSED 3 CENTIMETERS
 DE1610_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1610+STABILITY: SURFACE MOTION
 DE1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1610+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 DE1610
 DE1610  HISTORY     - Date     Condition        Report By
 DE1610  HISTORY     - 1985     MONUMENTED       SCGS
 DE1610  HISTORY     - 19930619 MARK NOT FOUND   USPSQD
 DE1610  HISTORY     - 19950228 GOOD             SCGS
 DE1610  HISTORY     - 20020911 GOOD             SCGS
 DE1610  HISTORY     - 20030621 GOOD             USPSQD
 DE1610
 DE1610                          STATION DESCRIPTION
 DE1610
 DE1610'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1610'1.3 KM (0.8 MI) NW FROM JEDBURG.
 DE1610'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1610'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 9.1
 DE1610'KILOMETERS (5.65 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, SET NEAR A
 DE1610'POWER POLE BETWEEN A ONE-STORY RED BRICK HOUSE AND A ONE-STORY WHITE
 DE1610'BRICK HOUSE, 34.85 METERS (114.34 FEET) SOUTH OF THE SOUTH CORNER OF
 DE1610'THE RED BRICK HOUSE, 18.35 METERS (60.2 FEET) WEST OF THE WEST CORNER
 DE1610'OF THE WHITE BRICK HOUSE, 12.73 METERS (41.77 FEET) EAST-NORTHEAST OF
 DE1610'THE CENTERLINE OF THE HIGHWAY, 13.15 METERS (43.14 FEET)
 DE1610'WEST-SOUTHWEST OF A LONE 38-INCH OAK TREE, 3.8 METERS (12.47 FEET)
 DE1610'EAST-SOUTHEAST OF THE POWER POLE.
 DE1610'THE MARK IS 3.60 METERS  ESE FROM A WITNESS POST.
 DE1610'THE MARK IS 0.70 M BELOW HIGHWAY.
 DE1610
 DE1610                          STATION RECOVERY (1993)
 DE1610
 DE1610'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1610'MARK NOT FOUND.
 DE1610
 DE1610                          STATION RECOVERY (1995)
 DE1610
 DE1610'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DE1610'STATION IS LOCATED 5.15 MILES (8.29 KM) NORTHWEST OF SUMMERVILLE, 4.5
 DE1610'MILES (7.2 KM) SOUTHEAST OF RIDGEVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE1610'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE1610'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE1610'INTERSTATE 26 AND STATE ROAD 16 (EXIT 194) , 4.7 MILES (7.6 KM) NORTH
 DE1610'NORTHWEST OF SUMMERVILLE, GO SOUTHWEST ON ROAD 16 FOR 2.6 MILES (4.2
 DE1610'KM) TO THE JUNCTION OF U.S.  HIGHWAY 78, TURN RIGHT ON HIGHWAY 78 FOR
 DE1610'0.75 MILE (1.21 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE
 DE1610'BETWEEN TWO BRICK HOUSES.  STATION IS A CONCRETE POST RECESSED 0.2
 DE1610'FOOT (6.1 CM) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 41.9 FEET (12.8
 DE1610'M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 59.8 FEET (18.2 M) WEST OF
 DE1610'THE WEST CORNER OF THE BRICK HOUSE NUMBER 3242, 12.5 FEET (3.8 M) EAST
 DE1610'SOUTHEAST OF THE POWER POLE WITH TRANSFORMER AND THREE GUY WIRES,
 DE1610'124.9 FEET (38.1 M) NORTH NORTHWEST OF THE NORTHWEST END OF A 1.2-FOOT
 DE1610'CONCRETE PIPE CULVERT BENEATH A SAND DRIVEWAY TO HOUSE NUMBER 3242,
 DE1610'114.6 FEET (34.9 M) SOUTH OF THE SOUTH CORNER OF HOUSE NUMBER 3244,
 DE1610'12.0 FEET (3.7 M) EAST SOUTHEAST OF A WITNESS POST. RECOVERED BY R.W.
 DE1610'ROBERTS.
 DE1610
 DE1610                          STATION RECOVERY (2002)
 DE1610
 DE1610'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1610'STATION IS LOCATED 5.15 MILES NORTHWEST OF SUMMERVILLE, 15.4 MILES
 DE1610'SOUTHWEST OF SAINT
 DE1610'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1610'COLUMBIA,
 DE1610'SC 29202, PHONE 803-737-1350.
 DE1610'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1610'194) AND STATE
 DE1610'ROAD 16 (JEDBURG ROAD), 4.8 MILES NORTH NORTHWEST OF SUMMERVILLE, GO
 DE1610'SOUTHWEST ON
 DE1610'ROAD 16 FOR 2.6 MILES TO THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE1610'ROAD 58 MALLARD
 DE1610'ROAD) AHEAD, TURN RIGHT ON HIGHWAY 78 FOR 0.75 MILE TO THE STATION ON
 DE1610'THE RIGHT NEAR
 DE1610'A POWER POLE AND A TELEPHONE JUNCTION BOX AT THE PROPERTY LINE BETWEEN
 DE1610'BRICK
 DE1610'HOUSES NUMBER 3242 AND 3244.
 DE1610'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 1.5 FEET BELOW THE
 DE1610'HIGHWAY, 41.9
 DE1610'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 59.8 FEET WEST OF THE
 DE1610'WEST CORNER
 DE1610'OF HOUSE NUMBER 3242, 114.6 FEET SOUTH OF THE SOUTH CORNER OF THE
 DE1610'HOUSE NUMBER
 DE1610'3244, 12.3 FEET EAST OF TELEPHONE JUNCTION BOX NUMBER 3244, 12.2 FEET
 DE1610'EAST SOUTHEAST
 DE1610'OF A POWER POLE WITH A TRANSFORMER, 11.7 FEET EAST OF A WITNESS POST.
 DE1610'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 DE1610'RECOVERED BY T. HALL.
 DE1610' 
 DE1610' 
 DE1610' 
 DE1610' 
 DE1610' 
 DE1610' 
 DE1610' 
 DE1610' 
 DE1610'
 DE1610
 DE1610                          STATION RECOVERY (2003)
 DE1610
 DE1610'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1616 ***********************************************************************
 DE1616  DESIGNATION -  18 077
 DE1616  PID         -  DE1616
 DE1616  STATE/COUNTY-  SC/DORCHESTER
 DE1616  USGS QUAD   -  RIDGEVILLE (1979)
 DE1616
 DE1616                         *CURRENT SURVEY CONTROL
 DE1616  ___________________________________________________________________
 DE1616* NAD 83(2001)-  33 03 42.96863(N)    080 15 24.32968(W)     ADJUSTED  
 DE1616* NAVD 88     -        16.966  (meters)      55.66   (feet)  ADJUSTED  
 DE1616  ___________________________________________________________________
 DE1616  X           -     905,519.368 (meters)                     COMP
 DE1616  Y           -  -5,273,539.138 (meters)                     COMP
 DE1616  Z           -   3,459,709.090 (meters)                     COMP
 DE1616  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DE1616  ELLIP HEIGHT-         -15.29  (meters)          (10/16/03) GPS OBS
 DE1616  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DE1616  DYNAMIC HT  -          16.948 (meters)      55.60  (feet)  COMP
 DE1616  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 DE1616
 DE1616  HORZ ORDER  -  FIRST
 DE1616  VERT ORDER  -  FIRST     CLASS II
 DE1616  ELLP ORDER  -  FOURTH    CLASS II
 DE1616
 DE1616.The horizontal coordinates were established by GPS observations
 DE1616.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DE1616
 DE1616.The orthometric height was determined by differential leveling
 DE1616.and adjusted by the National Geodetic Survey in September 1998..
 DE1616
 DE1616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1616
 DE1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1616
 DE1616.The ellipsoidal height was determined by GPS observations
 DE1616.and is referenced to NAD 83.
 DE1616
 DE1616.The geoid height was determined by GEOID03.
 DE1616
 DE1616.The dynamic height is computed by dividing the NAVD 88
 DE1616.geopotential number by the normal gravity value computed on the
 DE1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1616.degrees latitude (g = 980.6199 gals.).
 DE1616
 DE1616.The modeled gravity was interpolated from observed gravity values.
 DE1616
 DE1616;                    North         East     Units Scale Factor Converg.
 DE1616;SPC SC       -   136,500.163   678,998.713   MT  0.99984945   +0 24 43.4
 DE1616;SPC SC       -   447,835.18  2,227,686.07   iFT  0.99984945   +0 24 43.4
 DE1616;UTM  17      - 3,658,398.692   569,382.791   MT  0.99965935   +0 24 19.8
 DE1616
 DE1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1616!SPC SC       -   1.00000240  x   0.99984945  =   0.99985185
 DE1616!UTM  17      -   1.00000240  x   0.99965935  =   0.99966175
 DE1616
 DE1616                          SUPERSEDED SURVEY CONTROL
 DE1616
 DE1616  NAD 83(1986)-  33 03 42.97881(N)    080 15 24.33238(W) AD(       ) 1
 DE1616  NAVD 88 (06/15/91)   16.977  (m)           55.70   (f) UNKNOWN     1 2
 DE1616  NGVD 29 (03/21/89)   17.272  (m)           56.67   (f) ADJUSTED    1 2
 DE1616
 DE1616.Superseded values are not recommended for survey control.
 DE1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1616.See file dsdata.txt to determine how the superseded data were derived.
 DE1616
 DE1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6938358399(NAD 83)
 DE1616_MARKER: DD = SURVEY DISK
 DE1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1616_SP_SET: CONCRETE POST
 DE1616_STAMPING: VERT 18 077 1985
 DE1616_MARK LOGO: SCGS  
 DE1616_PROJECTION: RECESSED 5 CENTIMETERS
 DE1616_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1616+STABILITY: SURFACE MOTION
 DE1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1616+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 DE1616
 DE1616  HISTORY     - Date     Condition        Report By
 DE1616  HISTORY     - 1985     MONUMENTED       SCGS
 DE1616  HISTORY     - 19930619 GOOD             USPSQD
 DE1616  HISTORY     - 19950228 GOOD             SCGS
 DE1616  HISTORY     - 20020910 GOOD             SCGS
 DE1616  HISTORY     - 20030621 GOOD             USPSQD
 DE1616
 DE1616                          STATION DESCRIPTION
 DE1616
 DE1616'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1616'2.7 KM (1.7 MI) NW FROM JEDBURG.
 DE1616'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1616'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 10.05
 DE1616'KILOMETERS (6.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 1.3
 DE1616'KILOMETERS (0.8 MILE) SOUTHERLY ALONG COUNTY ROAD S-18-22, SET NEAR A
 DE1616'POWER POLE IN THE FRONT YARD OF A ONE-STORY CINDER BLOCK HOUSE,
 DE1616'12.6 METERS (41.34 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 DE1616'COUNTY ROAD, 21.5 METERS (70.54 FEET) NORTH-NORTHWEST OF THE NORTHWEST
 DE1616'CORNER OF THE HOUSE, 18.0 METERS (59.06 FEET) NORTHWEST OF A LONE
 DE1616'30-INCH SWEET GUM TREE, 1.45 METERS (4.76 FEET) WEST-NORTHWEST OF THE
 DE1616'POWER POLE.
 DE1616'THE MARK IS 1.45 METERS  WNW FROM A WITNESS POST.
 DE1616'THE MARK IS 0.90 M ABOVE COUNTY ROAD.
 DE1616
 DE1616                          STATION RECOVERY (1993)
 DE1616
 DE1616'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1616'RECOVERED IN GOOD CONDITION.
 DE1616
 DE1616                          STATION RECOVERY (1995)
 DE1616
 DE1616'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DE1616'STATION IS LOCATED 4.2 MILES (6.8 KM) NORTHWEST OF SUMMERVILLE.
 DE1616'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE1616'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE1616'JUNCTION OF INTERSTATE 26 AND STATE ROAD 16 (EXIT 194) , 4.7 MILES
 DE1616'(7.6 KM) NORTH NORTHWEST OF SUMMERVILLE, GO SOUTHWEST ON ROAD 16 FOR
 DE1616'2.6 MILES (4.2 KM) TO THE JUNCTION OF U.S.  HIGHWAY 78, TURN RIGHT ON
 DE1616'HIGHWAY 78 FOR 1.35 MILES (2.17 KM) TO THE JUNCTION OF STATE ROAD 22
 DE1616'(OLD ORANGEBURG ROAD) , TURN LEFT ON ROAD 22 FOR 0.5 MILE (0.8 KM) TO
 DE1616'A SET OF RAILROAD TRACKS, CONTINUE ON ROAD 22 FOR 0.2 MILE (0.3 KM) TO
 DE1616'THE STATION ON THE LEFT NEAR A POWER POLE IN THE SIDE YARD OF A
 DE1616'WOOD-SIDED HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 DE1616'AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 41.2 FEET (12.6 M) EAST SOUTHEAST
 DE1616'OF THE CENTER OF THE ROAD, 70.0 FEET (21.3 M) NORTH OF THE NORTH
 DE1616'CORNER OF THE HOUSE NUMBER 1250, 4.7 FEET (1.4 M) WEST NORTHWEST OF
 DE1616'THE POWER POLE WITH A GUY WIRE AND A TRANSFORMER, 44.0 FEET (13.4 M)
 DE1616'NORTHEAST OF THE NORTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH
 DE1616'THE GRAVEL DRIVEWAY LEADING TO THE HOUSE, 4.7 FEET (1.4 M) WEST
 DE1616'NORTHWEST OF A WITNESS POST.  RECOVERED BY R.W. ROBERTS.
 DE1616
 DE1616                          STATION RECOVERY (2002)
 DE1616
 DE1616'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1616'STATION IS LOCATED 4.1 MILES SOUTHEAST OF RIDGEVILLE, 20.35 MILES EAST
 DE1616'SOUTHEAST OF
 DE1616'SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE1616'191, COLUMBIA,
 DE1616'SC 29202, PHONE 803-737-1350.
 DE1616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78, STATE
 DE1616'HIGHWAY 173
 DE1616'(SCHOOL STREET) AND STATE ROAD 182 (MYERS MAYO ROAD), 1.8 MILES EAST
 DE1616'NORTHEAST OF
 DE1616'RIDGEVILLE, GO SOUTHEAST ON HIGHWAY 78 FOR 3.05 MILES TO THE JUNCTION
 DE1616'OF STATE
 DE1616'ROAD 22 (DAWSON BRANCH ROAD) LEFT AND (ORANGEBURG ROAD) RIGHT, TURN
 DE1616'RIGHT ON
 DE1616'ROAD 22 FOR 0.65 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE IN
 DE1616'THE
 DE1616'NORTHEAST ANGLE OF A DRIVEWAY LEFT LEADING TO A CONCRETE BLOCK HOUSE
 DE1616'NUMBER
 DE1616'1778.
 DE1616'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 1.5 FEET ABOVE THE
 DE1616'ROAD, 41.6 FEET EAST
 DE1616'SOUTHEAST OF THE CENTER OF THE ROAD, 4.6 FEET WEST NORTHWEST OF THE
 DE1616'POWER POLE WITH
 DE1616'GUY WIRE AND TRANSFORMER, 69.8 FEET NORTH OF THE NORTHWEST CORNER OF
 DE1616'THE HOUSE, 49.3
 DE1616'FEET NORTH NORTHEAST OF THE CENTER OF THE DRIVEWAY, 40.1 FEET
 DE1616'SOUTHWEST OF A METAL
 DE1616'BASKETBALL POST, 4.6 FEET WEST NORTHWEST OF A WITNESS POST.
 DE1616'RECOVERED BY T. HALL.
 DE1616' 
 DE1616' 
 DE1616' 
 DE1616' 
 DE1616' 
 DE1616' 
 DE1616' 
 DE1616' 
 DE1616'
 DE1616
 DE1616                          STATION RECOVERY (2003)
 DE1616
 DE1616'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1662 ***********************************************************************
 DE1662  DESIGNATION -  18 078
 DE1662  PID         -  DE1662
 DE1662  STATE/COUNTY-  SC/DORCHESTER
 DE1662  USGS QUAD   -  RIDGEVILLE (1979)
 DE1662
 DE1662                         *CURRENT SURVEY CONTROL
 DE1662  ___________________________________________________________________
 DE1662* NAD 83(2001)-  33 05 17.72379(N)    080 18 51.84594(W)     ADJUSTED  
 DE1662* NAVD 88     -        18.619  (meters)      61.09   (feet)  ADJUSTED  
 DE1662  ___________________________________________________________________
 DE1662  X           -     899,945.602 (meters)                     COMP
 DE1662  Y           -  -5,272,878.564 (meters)                     COMP
 DE1662  Z           -   3,462,156.154 (meters)                     COMP
 DE1662  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 DE1662  ELLIP HEIGHT-         -13.53  (meters)          (10/16/03) GPS OBS
 DE1662  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DE1662  DYNAMIC HT  -          18.599 (meters)      61.02  (feet)  COMP
 DE1662  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DE1662
 DE1662  HORZ ORDER  -  FIRST
 DE1662  VERT ORDER  -  FIRST     CLASS II
 DE1662  ELLP ORDER  -  FOURTH    CLASS II
 DE1662
 DE1662.The horizontal coordinates were established by GPS observations
 DE1662.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DE1662
 DE1662.The orthometric height was determined by differential leveling
 DE1662.and adjusted by the National Geodetic Survey in June 1991..
 DE1662
 DE1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1662
 DE1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1662
 DE1662.The ellipsoidal height was determined by GPS observations
 DE1662.and is referenced to NAD 83.
 DE1662
 DE1662.The geoid height was determined by GEOID03.
 DE1662
 DE1662.The dynamic height is computed by dividing the NAVD 88
 DE1662.geopotential number by the normal gravity value computed on the
 DE1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1662.degrees latitude (g = 980.6199 gals.).
 DE1662
 DE1662.The modeled gravity was interpolated from observed gravity values.
 DE1662
 DE1662;                    North         East     Units Scale Factor Converg.
 DE1662;SPC SC       -   139,381.583   673,597.096   MT  0.99984472   +0 22 48.3
 DE1662;SPC SC       -   457,288.66  2,209,964.23   iFT  0.99984472   +0 22 48.3
 DE1662;UTM  17      - 3,661,280.141   563,982.523   MT  0.99965047   +0 22 27.5
 DE1662
 DE1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1662!SPC SC       -   1.00000212  x   0.99984472  =   0.99984684
 DE1662!UTM  17      -   1.00000212  x   0.99965047  =   0.99965259
 DE1662
 DE1662                          SUPERSEDED SURVEY CONTROL
 DE1662
 DE1662  NAD 83(1986)-  33 05 17.73399(N)    080 18 51.84851(W) AD(       ) 1
 DE1662  NAVD 88 (10/16/03)   18.62   (m)           61.1    (f) LEVELING    3  
 DE1662  NGVD 29 (03/21/89)   18.915  (m)           62.06   (f) ADJUSTED    1 2
 DE1662
 DE1662.Superseded values are not recommended for survey control.
 DE1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1662.See file dsdata.txt to determine how the superseded data were derived.
 DE1662
 DE1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6398361280(NAD 83)
 DE1662_MARKER: DD = SURVEY DISK
 DE1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1662_SP_SET: CONCRETE POST
 DE1662_STAMPING: VERT 18 078 1985
 DE1662_MARK LOGO: SCGS  
 DE1662_PROJECTION: FLUSH
 DE1662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1662+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 DE1662
 DE1662  HISTORY     - Date     Condition        Report By
 DE1662  HISTORY     - 1985     MONUMENTED       SCGS
 DE1662  HISTORY     - 19930612 GOOD             USPSQD
 DE1662  HISTORY     - 20020821 GOOD             SCGS
 DE1662
 DE1662                          STATION DESCRIPTION
 DE1662
 DE1662'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1662'IN RIDGEVILLE.
 DE1662'1.05 KILOMETERS (0.65 MILE) SOUTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1662'RIDGEVILLE POST OFFICE, SET IN THE NORTHEAST ANGLE OF A SAND DRIVE IN
 DE1662'THE FRONT YARD OF A ONE-STORY WOOD HOUSE WITH A SATELLITE DISH AT A
 DE1662'PAVED ROAD LEADING NORTHWEST, 25.75 METERS (84.48 FEET)
 DE1662'SOUTH-SOUTHEAST OF A TWIN TRUNK PINE TREE, 17.9 METERS (58.73 FEET)
 DE1662'EAST OF THE CENTERLINE OF THE HIGHWAY, 13.75 METERS (45.11 FEET) WEST
 DE1662'OF THE SOUTHWEST CORNER OF THE HOUSE, 14.17 METERS (46.49 FEET)
 DE1662'SOUTHWEST OF A QUADRUPLE TRUNK WEEPING WILLOW TREE, 10.55 METERS
 DE1662'(34.61 FEET) SOUTH-SOUTHWEST OF POWER POLE NUMBER 94197, 3.25 METERS
 DE1662'(10.66 FEET) NORTH OF THE APPROXIMATE CENTER OF THE SAND DRIVE.
 DE1662'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1662
 DE1662                          STATION RECOVERY (1993)
 DE1662
 DE1662'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1662'RECOVERED IN GOOD CONDITION.
 DE1662
 DE1662                          STATION RECOVERY (2002)
 DE1662
 DE1662'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1662'STATION IS LOCATED IN RIDGEVILLE, 16.55 MILES EAST SOUTHEAST OF SAINT
 DE1662'GEORGE.
 DE1662'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DE1662'SC 29202, PHONE
 DE1662'803-737-1350.
 DE1662'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 (CHURCH
 DE1662'STREET), 173
 DE1662'(SCHOOL STREET) AND STATE ROAD 5 IN RIDGEVILLE, GO SOUTHWEST ON
 DE1662'HIGHWAY 27 FOR 0.8
 DE1662'MILE TO THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF A SAND
 DE1662'DRIVEWAY LEADING
 DE1662'TO A SMALL WOODEN HOUSE NUMBER 211 WITH A LARGE SATELLITE DISH IN THE
 DE1662'FRONT YARD.
 DE1662'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 DE1662'THE HIGHWAY,
 DE1662'58.8 FEET EAST OF THE CENTER OF THE HIGHWAY, 33.2 FEET SOUTH SOUTHWEST
 DE1662'OF A POWER POLE
 DE1662'NUMBER 94197 WITH TWO GUY WIRES AND A TRANSFORMER, 45.2 FEET WEST OF
 DE1662'THE SOUTHWEST
 DE1662'CORNER OF THE FRONT PORCH OF THE HOUSE, 12.6 FEET EAST OF THE NORTH
 DE1662'END OF A 2.5-FOOT
 DE1662'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 23.1 FEET SOUTH SOUTHWEST
 DE1662'OF THE METAL
 DE1662'SUPPORT POST OF THE SATELLITE DISH.
 DE1662'RECOVERED BY T. HALL.
 DE1662' 
 DE1662' 
 DE1662' 
 DE1662' 
 DE1662' 
 DE1662' 
 DE1662' 
 DE1662' 
 DE1662' 
 DE1662' 
 DE1662'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1661 ***********************************************************************
 DE1661  DESIGNATION -  18 079
 DE1661  PID         -  DE1661
 DE1661  STATE/COUNTY-  SC/DORCHESTER
 DE1661  USGS QUAD   -  RIDGEVILLE (1979)
 DE1661
 DE1661                         *CURRENT SURVEY CONTROL
 DE1661  ___________________________________________________________________
 DE1661* NAD 83(1986)-  33 06 04.     (N)    080 18 35.     (W)     SCALED    
 DE1661* NAVD 88     -        20.444  (meters)      67.07   (feet)  ADJUSTED  
 DE1661  ___________________________________________________________________
 DE1661  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DE1661  DYNAMIC HT  -          20.422 (meters)      67.00  (feet)  COMP
 DE1661  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DE1661
 DE1661  VERT ORDER  -  FIRST     CLASS II
 DE1661
 DE1661.The horizontal coordinates were scaled from a topographic map and have
 DE1661.an estimated accuracy of +/- 6 seconds.
 DE1661
 DE1661.The orthometric height was determined by differential leveling
 DE1661.and adjusted by the National Geodetic Survey in June 1991..
 DE1661
 DE1661.The geoid height was determined by GEOID03.
 DE1661
 DE1661.The dynamic height is computed by dividing the NAVD 88
 DE1661.geopotential number by the normal gravity value computed on the
 DE1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1661.degrees latitude (g = 980.6199 gals.).
 DE1661
 DE1661.The modeled gravity was interpolated from observed gravity values.
 DE1661
 DE1661;                    North         East    Units  Estimated Accuracy
 DE1661;SPC SC       -   140,810.      674,020.      MT  (+/- 180 meters Scaled)
 DE1661
 DE1661                          SUPERSEDED SURVEY CONTROL
 DE1661
 DE1661  NGVD 29 (03/21/89)   20.740  (m)           68.04   (f) ADJUSTED    1 2
 DE1661
 DE1661.Superseded values are not recommended for survey control.
 DE1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1661.See file dsdata.txt to determine how the superseded data were derived.
 DE1661
 DE1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS644627(NAD 83)
 DE1661_MARKER: DB = BENCH MARK DISK
 DE1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1661_SP_SET: CONCRETE POST
 DE1661_STAMPING: VERT 18 079 1985
 DE1661_MARK LOGO: SCGS  
 DE1661_PROJECTION: FLUSH
 DE1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1661+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 DE1661
 DE1661  HISTORY     - Date     Condition        Report By
 DE1661  HISTORY     - 1985     MONUMENTED       SCGS
 DE1661  HISTORY     - 19950613 GOOD             USPSQD
 DE1661  HISTORY     - 20020918 MARK NOT FOUND   SCGS
 DE1661  HISTORY     - 20030616 GOOD             USPSQD
 DE1661
 DE1661                          STATION DESCRIPTION
 DE1661
 DE1661'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1661'IN RIDGEVILLE.
 DE1661'0.55 KILOMETER (0.35 MILE) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1661'RIDGEVILLE POST OFFICE, SET NEAR A POWER POLE IN A FLOWER BED BETWEEN
 DE1661'A ONE-STORY WOOD HOUSE AND A ONE-STORY BRICK HOUSE, 28.65 METERS (94.0
 DE1661'FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.15 METERS
 DE1661'(46.42 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK
 DE1661'HOUSE, 28.7 METERS (94.16 FEET) NORTHEAST OF THE NORTH CORNER OF THE
 DE1661'WOOD HOUSE, 11.2 METERS (36.75 FEET) NORTH-NORTHWEST OF A LONE 30-INCH
 DE1661'PINE TREE, 1.0 METER (3.28 FEET) EAST-SOUTHEAST OF POWER POLE NUMBER
 DE1661'286669.
 DE1661'THE MARK IS 0.30 M ABOVE YARD.
 DE1661
 DE1661                          STATION RECOVERY (1995)
 DE1661
 DE1661'RECOVERY NOTE BY US POWER SQUADRON 1995
 DE1661'RECOVERED IN GOOD CONDITION.
 DE1661
 DE1661                          STATION RECOVERY (2002)
 DE1661
 DE1661'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1661'NOT RECOVERED,  MEASUREMENTS  LED TO AN AREA NOW BENEATH A CONCRETE
 DE1661'DRIVEWAY.
 DE1661'PRESUMED DESTROYED. RECOVERY BY T. HALL.
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661' 
 DE1661'
 DE1661
 DE1661                          STATION RECOVERY (2003)
 DE1661
 DE1661'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1660 ***********************************************************************
 DE1660  DESIGNATION -  18 080
 DE1660  PID         -  DE1660
 DE1660  STATE/COUNTY-  SC/DORCHESTER
 DE1660  USGS QUAD   -  RIDGEVILLE (1979)
 DE1660
 DE1660                         *CURRENT SURVEY CONTROL
 DE1660  ___________________________________________________________________
 DE1660* NAD 83(1986)-  33 06 58.     (N)    080 18 14.     (W)     SCALED    
 DE1660* NAVD 88     -        17.221  (meters)      56.50   (feet)  ADJUSTED  
 DE1660  ___________________________________________________________________
 DE1660  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DE1660  DYNAMIC HT  -          17.203 (meters)      56.44  (feet)  COMP
 DE1660  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DE1660
 DE1660  VERT ORDER  -  FIRST     CLASS II
 DE1660
 DE1660.The horizontal coordinates were scaled from a topographic map and have
 DE1660.an estimated accuracy of +/- 6 seconds.
 DE1660
 DE1660.The orthometric height was determined by differential leveling
 DE1660.and adjusted by the National Geodetic Survey in June 1991..
 DE1660
 DE1660.The geoid height was determined by GEOID03.
 DE1660
 DE1660.The dynamic height is computed by dividing the NAVD 88
 DE1660.geopotential number by the normal gravity value computed on the
 DE1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1660.degrees latitude (g = 980.6199 gals.).
 DE1660
 DE1660.The modeled gravity was interpolated from observed gravity values.
 DE1660
 DE1660;                    North         East    Units  Estimated Accuracy
 DE1660;SPC SC       -   142,480.      674,560.      MT  (+/- 180 meters Scaled)
 DE1660
 DE1660                          SUPERSEDED SURVEY CONTROL
 DE1660
 DE1660  NGVD 29 (03/21/89)   17.518  (m)           57.47   (f) ADJUSTED    1 2
 DE1660
 DE1660.Superseded values are not recommended for survey control.
 DE1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1660.See file dsdata.txt to determine how the superseded data were derived.
 DE1660
 DE1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS649643(NAD 83)
 DE1660_MARKER: DD = SURVEY DISK
 DE1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1660_SP_SET: CONCRETE POST
 DE1660_STAMPING: VERT 18 080 1985
 DE1660_MARK LOGO: SCGS  
 DE1660_PROJECTION: RECESSED 3 CENTIMETERS
 DE1660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1660+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 DE1660
 DE1660  HISTORY     - Date     Condition        Report By
 DE1660  HISTORY     - 1985     MONUMENTED       SCGS
 DE1660  HISTORY     - 19930612 GOOD             USPSQD
 DE1660  HISTORY     - 20020918 GOOD             SCGS
 DE1660  HISTORY     - 20030616 GOOD             USPSQD
 DE1660
 DE1660                          STATION DESCRIPTION
 DE1660
 DE1660'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1660'2.4 KM (1.5 MI) NNE FROM RIDGEVILLE.
 DE1660'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1660'RIDGEVILLE POST OFFICE, THENCE 0.1 KILOMETER (0.05 MILE) SOUTHEAST
 DE1660'ALONG U.S. HIGHWAY 78, SET NEAR A TELEPHONE JUNCTION BOX AT THE END OF
 DE1660'A WIRE FENCE IN THE WEST CORNER OF THE YARD OF A ONE-STORY WOOD HOUSE,
 DE1660'42.22 METERS (138.52 FEET) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A
 DE1660'ONE-STORY HOUSE WITH A SCREENED IN PORCH, 23.63 METERS (77.53 FEET)
 DE1660'WEST-SOUTHWEST OF THE WEST CORNER OF THE ONE-STORY WOOD HOUSE,
 DE1660'10.37 METERS (34.02 FEET) NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 DE1660'4.45 METERS (14.6 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF A
 DE1660'DRIVEWAY LEADING TO THE ONE-STORY WOOD HOUSE, 1.05 METERS (3.44 FEET)
 DE1660'WEST OF THE TELEPHONE JUNCTION BOX NUMBER 17421.
 DE1660'THE MARK IS 0.95 METERS  W FROM A WITNESS POST.
 DE1660'THE MARK IS 0.30 M ABOVE HIGHWAYY.
 DE1660
 DE1660                          STATION RECOVERY (1993)
 DE1660
 DE1660'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1660'RECOVERED IN GOOD CONDITION.
 DE1660
 DE1660                          STATION RECOVERY (2002)
 DE1660
 DE1660'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1660'STATION IS LOCATED 1.5 MILES NORTH NORTHEAST OF RIDGEVILLE, 16.4 MILES
 DE1660'EAST SOUTHEAST OF
 DE1660'SAINT GEORGE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE1660'191, COLUMBIA,
 DE1660'SC 29202, PHONE 803-737-1350.
 DE1660'TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF STATE HIGHWAY 27
 DE1660'AND U.S.
 DE1660'HIGHWAY 78, 1.6 MILES NORTH NORTHEAST OF RIDGEVILLE, GO SOUTHEAST ON
 DE1660'HIGHWAY
 DE1660'78 FOR 0.1 MILE TO THE STATION ON THE LEFT NEAR A TELEPHONE JUNCTION
 DE1660'BOX IN THE
 DE1660'NORTH ANGLE OF A DRIVEWAY LEADING TO A WOOD HOUSE NUMBER 974.
 DE1660'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 DE1660'HIGHWAY, 33.9 FEET
 DE1660'NORTHEAST OF THE CENTER OF THE HIGHWAY, 3.6 FEET WEST OF A TELEPHONE
 DE1660'JUNCTION BOX
 DE1660'NUMBER 17/421, 13.7 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY, 3.5
 DE1660'FEET SOUTHWEST
 DE1660'OF A 0.8-FOOT OAK TREE, 3.2 FEET WEST OF A WITNESS POST.
 DE1660'RECOVERED BY T. HALL.
 DE1660' 
 DE1660' 
 DE1660' 
 DE1660' 
 DE1660' 
 DE1660' 
 DE1660' 
 DE1660' 
 DE1660' 
 DE1660'
 DE1660
 DE1660                          STATION RECOVERY (2003)
 DE1660
 DE1660'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1659 ***********************************************************************
 DE1659  DESIGNATION -  18 081
 DE1659  PID         -  DE1659
 DE1659  STATE/COUNTY-  SC/DORCHESTER
 DE1659  USGS QUAD   -  PRINGLETOWN (1987)
 DE1659
 DE1659                         *CURRENT SURVEY CONTROL
 DE1659  ___________________________________________________________________
 DE1659* NAD 83(1986)-  33 07 51.     (N)    080 18 44.     (W)     SCALED    
 DE1659* NAVD 88     -        19.150  (meters)      62.83   (feet)  ADJUSTED  
 DE1659  ___________________________________________________________________
 DE1659  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DE1659  DYNAMIC HT  -          19.129 (meters)      62.76  (feet)  COMP
 DE1659  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DE1659
 DE1659  VERT ORDER  -  FIRST     CLASS II
 DE1659
 DE1659.The horizontal coordinates were scaled from a topographic map and have
 DE1659.an estimated accuracy of +/- 6 seconds.
 DE1659
 DE1659.The orthometric height was determined by differential leveling
 DE1659.and adjusted by the National Geodetic Survey in June 1991..
 DE1659
 DE1659.The geoid height was determined by GEOID03.
 DE1659
 DE1659.The dynamic height is computed by dividing the NAVD 88
 DE1659.geopotential number by the normal gravity value computed on the
 DE1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1659.degrees latitude (g = 980.6199 gals.).
 DE1659
 DE1659.The modeled gravity was interpolated from observed gravity values.
 DE1659
 DE1659;                    North         East    Units  Estimated Accuracy
 DE1659;SPC SC       -   144,100.      673,770.      MT  (+/- 180 meters Scaled)
 DE1659
 DE1659                          SUPERSEDED SURVEY CONTROL
 DE1659
 DE1659  NGVD 29 (03/21/89)   19.447  (m)           63.80   (f) ADJUSTED    1 2
 DE1659
 DE1659.Superseded values are not recommended for survey control.
 DE1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1659.See file dsdata.txt to determine how the superseded data were derived.
 DE1659
 DE1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS641660(NAD 83)
 DE1659_MARKER: DD = SURVEY DISK
 DE1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1659_SP_SET: CONCRETE POST
 DE1659_STAMPING: VERT 18 081 1985
 DE1659_MARK LOGO: SCGS  
 DE1659_PROJECTION: FLUSH
 DE1659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1659+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 DE1659
 DE1659  HISTORY     - Date     Condition        Report By
 DE1659  HISTORY     - 1985     MONUMENTED       SCGS
 DE1659  HISTORY     - 19930612 GOOD             USPSQD
 DE1659  HISTORY     - 20020918 GOOD             SCGS
 DE1659  HISTORY     - 20030616 GOOD             USPSQD
 DE1659
 DE1659                          STATION DESCRIPTION
 DE1659
 DE1659'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1659'3.7 KM (2.3 MI) NORTH FROM RIDGEVILLE.
 DE1659'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1659'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1659'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 1.1 KILOMETERS (0.7
 DE1659'MILE) NORTHERLY ALONG STATE HIGHWAY 27, SET NEAR A POWER POLE IN THE
 DE1659'SOUTHWEST ANGLE OF THE INTERSECTION OF A FIELD ACCESS ROAD, 8.0 METERS
 DE1659'(26.25 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.8 METERS (12.47
 DE1659'FEET) SOUTH OF THE APPROXIMATE CENTER OF THE FIELD ACCESS ROAD,
 DE1659'1.23 METERS (4.04 FEET) NORTH OF POWER POLE NUMBER 75042.
 DE1659'THE MARK IS 0.32 METERS  E FROM A WITNESS POST.
 DE1659'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1659
 DE1659                          STATION RECOVERY (1993)
 DE1659
 DE1659'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 DE1659'RECOVERED IN GOOD CONDITION.
 DE1659
 DE1659                          STATION RECOVERY (2002)
 DE1659
 DE1659'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1659'STATION IS LOCATED 2.4 MILES NORTH OF RIDGEVILLE, 15.7 MILES EAST
 DE1659'SOUTHEAST OF SAINT
 DE1659'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1659'COLUMBIA, SC 29202,
 DE1659'PHONE 803-737-1350.
 DE1659'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1659'187)
 DE1659'AND STATE HIGHWAY 27, 2.9 MILES NORTH OF RIDGEVILLE, GO SOUTH
 DE1659'SOUTHWEST ON
 DE1659'HIGHWAY 27 FOR 0.45 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE
 DE1659'IN THE
 DE1659'SOUTHWEST ANGLE OF A FIELD ACCESS ROAD.
 DE1659'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1659'HIGHWAY, 25.8 FEET
 DE1659'WEST OF THE CENTER OF THE HIGHWAY, 2.2 FEET NORTH OF THE POWER POLE
 DE1659'NUMBER 75042, 7.3
 DE1659'FEET WEST OF THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH
 DE1659'THE ACCESS
 DE1659'ROAD.
 DE1659'RECOVERED BY T. HALL.
 DE1659' 
 DE1659' 
 DE1659' 
 DE1659' 
 DE1659' 
 DE1659' 
 DE1659' 
 DE1659' 
 DE1659' 
 DE1659' 
 DE1659' 
 DE1659'
 DE1659
 DE1659                          STATION RECOVERY (2003)
 DE1659
 DE1659'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1672 ***********************************************************************
 DE1672  DESIGNATION -  18 082
 DE1672  PID         -  DE1672
 DE1672  STATE/COUNTY-  SC/DORCHESTER
 DE1672  USGS QUAD   -  RIDGEVILLE (1979)
 DE1672
 DE1672                         *CURRENT SURVEY CONTROL
 DE1672  ___________________________________________________________________
 DE1672* NAD 83(1986)-  33 01 17.     (N)    080 21 24.     (W)     SCALED    
 DE1672* NAVD 88     -        17.803  (meters)      58.41   (feet)  ADJUSTED  
 DE1672  ___________________________________________________________________
 DE1672  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DE1672  DYNAMIC HT  -          17.784 (meters)      58.35  (feet)  COMP
 DE1672  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 DE1672
 DE1672  VERT ORDER  -  FIRST     CLASS II
 DE1672
 DE1672.The horizontal coordinates were scaled from a topographic map and have
 DE1672.an estimated accuracy of +/- 6 seconds.
 DE1672
 DE1672.The orthometric height was determined by differential leveling
 DE1672.and adjusted by the National Geodetic Survey in June 1991..
 DE1672
 DE1672.The geoid height was determined by GEOID03.
 DE1672
 DE1672.The dynamic height is computed by dividing the NAVD 88
 DE1672.geopotential number by the normal gravity value computed on the
 DE1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1672.degrees latitude (g = 980.6199 gals.).
 DE1672
 DE1672.The modeled gravity was interpolated from observed gravity values.
 DE1672
 DE1672;                    North         East    Units  Estimated Accuracy
 DE1672;SPC SC       -   131,940.      669,700.      MT  (+/- 180 meters Scaled)
 DE1672
 DE1672                          SUPERSEDED SURVEY CONTROL
 DE1672
 DE1672  NGVD 29 (03/21/89)   18.099  (m)           59.38   (f) ADJUSTED    1 2
 DE1672
 DE1672.Superseded values are not recommended for survey control.
 DE1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1672.See file dsdata.txt to determine how the superseded data were derived.
 DE1672
 DE1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS600538(NAD 83)
 DE1672_MARKER: DD = SURVEY DISK
 DE1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1672_SP_SET: CONCRETE POST
 DE1672_STAMPING: VERT 18 082 1985
 DE1672_MARK LOGO: SCGS  
 DE1672_PROJECTION: FLUSH
 DE1672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1672+STABILITY: SURFACE MOTION
 DE1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1672+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DE1672
 DE1672  HISTORY     - Date     Condition        Report By
 DE1672  HISTORY     - 1985     MONUMENTED       SCGS
 DE1672  HISTORY     - 19930818 GOOD             SCGS
 DE1672  HISTORY     - 20020918 GOOD             SCGS
 DE1672  HISTORY     - 20030618 GOOD             USPSQD
 DE1672
 DE1672                          STATION DESCRIPTION
 DE1672
 DE1672'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1672'2.1 KM (1.3 MI) NW FROM GIVHANS.
 DE1672'THE MARK IS 0.60 M BELOW HIGHWAY.
 DE1672'2.1 KILOMETERS (1.3 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 61 FROM
 DE1672'THE JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, SET IN THE SOUTHEAST
 DE1672'CORNER OF THE YARD OF A ONE-STORY BRICK HOUSE WITH A CONCRETE DRIVE,
 DE1672'45.42 METERS (149.02 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 DE1672'THE HOUSE, 21.85 METERS (71.7 FEET) WEST OF A POWER POLE, 16.23 METERS
 DE1672'(53.25 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY 61,
 DE1672'11.8 METERS (38.71 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 DE1672'THE CONCRETE DRIVE.
 DE1672
 DE1672                          STATION RECOVERY (1993)
 DE1672
 DE1672'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1672'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTH SOUTHWEST OF RIDGEVILLE,
 DE1672'9.25 MILES (14.89 KM) NORTHEAST OF COTTAGEVILLE. OWNERSHIP--SCDOT,
 DE1672'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1672'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE1672'HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298 (WRIGHT ROAD) IN
 DE1672'GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE), GO WEST NORTHWEST
 DE1672'ON HIGHWAY 61 FOR 1.3 MILES (2.1 KM) TO A CONCRETE DRIVEWAY RIGHT
 DE1672'LEADING TO A BRICK HOUSE NUMBER 1804 AND THE STATION NEAR A CREPE
 DE1672'MYRTLE TREE IN THE NORTHEAST ANGLE OF THE DRIVEWAY. STATION IS A
 DE1672'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 52.6
 DE1672'FEET (16.0 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 34.1 FEET
 DE1672'(10.4 M) EAST SOUTHEAST OF THE EAST EDGE OF THE CONCRETE DRIVEWAY,
 DE1672'148.8 FEET (45.4 M) SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 71.6
 DE1672'FEET (21.8 M) WEST OF A POWER POLE WITH A GUY WIRE, 20.4 FEET
 DE1672'(6.2 M) NORTH NORTHEAST OF AN IRON PROPERTY CORNER MARKER PROJECTING
 DE1672'0.5 FOOT. RECOVERED BY T. HALL.
 DE1672
 DE1672                          STATION RECOVERY (2002)
 DE1672
 DE1672'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1672'STATION IS LOCATED 5.65 MILES SOUTH SOUTHWEST OF RIDGEVILLE, 16.95
 DE1672'MILES SOUTHEAST OF
 DE1672'SAINT GEORGE. OWNERSHIP--WAYNE WIGGINS, 1804 HIGHWAY 61, RIDGEVILLE,
 DE1672'SC 29472,
 DE1672'PHONE 843-873-8429.
 DE1672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE1672'STATE ROAD 298
 DE1672'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE1672'NORTHWEST ON HIGHWAY 61 FOR 1.35 MILES TO THE STATION ON THE RIGHT IN
 DE1672'THE
 DE1672'NORTHEAST ANGLE OF THE CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE
 DE1672'NUMBER
 DE1672'1804.
 DE1672'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 DE1672'THE
 DE1672'HIGHWAY, 34.2 FEET EAST SOUTHEAST OF THE EAST EDGE OF THE DRIVEWAY,
 DE1672'52.7 FEET
 DE1672'NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 20.7 FEET NORTH
 DE1672'NORTHEAST OF
 DE1672'AN IRON PIPE PROPERTY CORNER MARKER PROJECTING 0.5-FOOT, 71.8 FEET
 DE1672'WEST OF A
 DE1672'POWER POLE WITH GUY WIRE, 48.6 FEET SOUTH OF A 0.6-FOOT MAGNOLIA TREE.
 DE1672'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 DE1672'RECOVERED BY T. HALL.
 DE1672' 
 DE1672' 
 DE1672' 
 DE1672' 
 DE1672' 
 DE1672' 
 DE1672' 
 DE1672' 
 DE1672' 
 DE1672'
 DE1672
 DE1672                          STATION RECOVERY (2003)
 DE1672
 DE1672'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1673 ***********************************************************************
 DE1673  DESIGNATION -  18 083
 DE1673  PID         -  DE1673
 DE1673  STATE/COUNTY-  SC/DORCHESTER
 DE1673  USGS QUAD   -  MAPLE CANE SWAMP (1979)
 DE1673
 DE1673                         *CURRENT SURVEY CONTROL
 DE1673  ___________________________________________________________________
 DE1673* NAD 83(2001)-  33 01 23.63706(N)    080 22 47.66399(W)     ADJUSTED  
 DE1673* NAVD 88     -        19.265  (meters)      63.21   (feet)  ADJUSTED  
 DE1673  ___________________________________________________________________
 DE1673  X           -     894,574.108 (meters)                     COMP
 DE1673  Y           -  -5,277,782.872 (meters)                     COMP
 DE1673  Z           -   3,456,112.311 (meters)                     COMP
 DE1673  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DE1673  ELLIP HEIGHT-         -12.77  (meters)          (10/16/03) GPS OBS
 DE1673  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DE1673  DYNAMIC HT  -          19.244 (meters)      63.14  (feet)  COMP
 DE1673  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 DE1673
 DE1673  HORZ ORDER  -  FIRST
 DE1673  VERT ORDER  -  FIRST     CLASS II
 DE1673  ELLP ORDER  -  FOURTH    CLASS II
 DE1673
 DE1673.The horizontal coordinates were established by GPS observations
 DE1673.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DE1673
 DE1673.The orthometric height was determined by differential leveling
 DE1673.and adjusted by the National Geodetic Survey in June 1991..
 DE1673
 DE1673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1673
 DE1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1673
 DE1673.The ellipsoidal height was determined by GPS observations
 DE1673.and is referenced to NAD 83.
 DE1673
 DE1673.The geoid height was determined by GEOID03.
 DE1673
 DE1673.The dynamic height is computed by dividing the NAVD 88
 DE1673.geopotential number by the normal gravity value computed on the
 DE1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1673.degrees latitude (g = 980.6199 gals.).
 DE1673
 DE1673.The modeled gravity was interpolated from observed gravity values.
 DE1673
 DE1673;                    North         East     Units Scale Factor Converg.
 DE1673;SPC SC       -   132,132.638   667,525.878   MT  0.99985678   +0 20 37.6
 DE1673;SPC SC       -   433,506.03  2,190,045.53   iFT  0.99985678   +0 20 37.6
 DE1673;UTM  17      - 3,654,033.297   557,911.812   MT  0.99964135   +0 20 16.6
 DE1673
 DE1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1673!SPC SC       -   1.00000200  x   0.99985678  =   0.99985878
 DE1673!UTM  17      -   1.00000200  x   0.99964135  =   0.99964335
 DE1673
 DE1673                          SUPERSEDED SURVEY CONTROL
 DE1673
 DE1673  NAD 83(1986)-  33 01 23.64722(N)    080 22 47.66671(W) AD(       ) 1
 DE1673  NAVD 88 (10/16/03)   19.27   (m)           63.2    (f) LEVELING    3  
 DE1673  NGVD 29 (03/21/89)   19.561  (m)           64.18   (f) ADJUSTED    1 2
 DE1673
 DE1673.Superseded values are not recommended for survey control.
 DE1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1673.See file dsdata.txt to determine how the superseded data were derived.
 DE1673
 DE1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5791254033(NAD 83)
 DE1673_MARKER: DD = SURVEY DISK
 DE1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1673_SP_SET: CONCRETE POST
 DE1673_STAMPING: VERT 18 083 1985
 DE1673_MARK LOGO: SCGS  
 DE1673_PROJECTION: FLUSH
 DE1673_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1673+STABILITY: SURFACE MOTION
 DE1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1673+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 DE1673
 DE1673  HISTORY     - Date     Condition        Report By
 DE1673  HISTORY     - 1985     MONUMENTED       SCGS
 DE1673  HISTORY     - 19930818 GOOD             SCGS
 DE1673  HISTORY     - 20020918 GOOD             SCGS
 DE1673  HISTORY     - 20030618 GOOD             USPSQD
 DE1673  HISTORY     - 20050719 GOOD             SCGS
 DE1673
 DE1673                          STATION DESCRIPTION
 DE1673
 DE1673'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1673'4.2 KM (2.6 MI) NW FROM GIVHANS.
 DE1673'THE MARK IS 0.60 M BELOW HIGHWAY.
 DE1673'4.2 KILOMETERS (2.6 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 61 FROM
 DE1673'THE JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, SET NEAR A TWIN TRUNK OAK
 DE1673'TREE IN THE EAST CORNER OF THE YARD OF A SMALL ONE-STORY CINDER BLOCK
 DE1673'HOUSE, 32.65 METERS (107.12 FEET) EAST OF THE EAST CORNER OF THE
 DE1673'HOUSE, 13.35 METERS (43.8 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DE1673'THE HIGHWAY, 13.4 METERS (44.0 FEET) NORTHEAST OF A LONE 10-INCH OAK
 DE1673'TREE, 4.8 METERS (15.75 FEET) EAST-NORTHEAST OF A POWER POLE,
 DE1673'5.2 METERS (17.06 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A
 DE1673'GRASSY DRIVE LEADING TO THE HOUSE, 3.4 METERS (11.15 FEET) WEST OF THE
 DE1673'TWIN TRUNK OAK TREE.
 DE1673
 DE1673                          STATION RECOVERY (1993)
 DE1673
 DE1673'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1673'STATION IS LOCATED 6.2 MILES (10.0 KM) SOUTHWEST OF RIDGEVILLE, 8.35
 DE1673'MILES (13.44 KM) NORTHEAST OF COTTAGEVILLE. OWNERSHIP--SCDOT,
 DE1673'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1673'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE1673'HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298 (WRIGHT ROAD) IN
 DE1673'GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE), GO WEST NORTHWEST
 DE1673'ON HIGHWAY 61 FOR 2.65 MILES (4.26 KM) TO A DRIVEWAY LEFT LEADING TO
 DE1673'A SMALL CONCRETE BLOCK HOUSE NUMBER 2151 AND THE STATION NEAR A
 DE1673'TWIN-TRUNKED DOGWOOD TREE IN THE SOUTHEAST ANGLE OF THE DRIVEWAY.
 DE1673'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 DE1673'(0.3 M) BELOW THE HIGHWAY, 98.4 FEET (30.0 M) EAST NORTHEAST OF THE
 DE1673'NORTHEAST CORNER OF THE WOODEN ADDITION OF THE HOUSE, 44.0 FEET
 DE1673'(13.4 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 16.1 FEET
 DE1673'(4.9 M) SOUTH OF THE EAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 DE1673'BENEATH THE DRIVEWAY, 15.6 FEET (4.8 M) NORTHEAST OF A POWER POLE
 DE1673'WITH A GUY WIRE, 10.5 FEET (3.2 M) EAST NORTHEAST OF A TELEPHONE
 DE1673'JUNCTION BOX NUMBER 1505, 11.4 FEET (3.5 M) WEST OF THE TWIN-TRUNKED
 DE1673'1.8-FOOT DOGWOOD TREE, 15.3 FEET (4.7 M) NORTHEAST OF A WITNESS POST.
 DE1673'RECOVERED BY T. HALL.
 DE1673
 DE1673                          STATION RECOVERY (2002)
 DE1673
 DE1673'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1673'STATION IS LOCATED 6.25 MILES SOUTHWEST OF RIDGEVILLE, 15.9 MILES
 DE1673'SOUTHEAST OF SAINT
 DE1673'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1673'COLUMBIA, SC
 DE1673'29202, PHONE 803-737-1350.
 DE1673'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE1673'STATE ROAD 298
 DE1673'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE1673'NORTHWEST ON
 DE1673'HIGHWAY 61 FOR 2.65 MILES TO THE STATION ON THE LEFT NEAR A POWER POLE
 DE1673'IN THE SOUTH
 DE1673'ANGLE OF AN ACCESS DRIVEWAY LEADING TO A GRASSY DRIVEWAY TO A CONCRETE
 DE1673'BLOCK AND
 DE1673'WOOD HOUSE NUMBER 2151.
 DE1673'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET BELOW
 DE1673'THE
 DE1673'HIGHWAY, 43.9 FEET SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 15.5
 DE1673'FEET
 DE1673'EAST NORTHEAST OF THE POWER POLE WITH GUY WIRE, 10.5 FEET EAST OF A
 DE1673'TELEPHONE
 DE1673'JUNCTION BOX NUMBER 1505, 16.3 FEET SOUTH OF THE SOUTHEAST END OF A
 DE1673'1.2-FOOT
 DE1673'CONCRETE PIPE CULVERT BENEATH THE ACCESS DRIVEWAY, 15.3 FEET EAST
 DE1673'NORTHEAST
 DE1673'OF A WITNESS POST.
 DE1673'RECOVERED BY T. HALL.
 DE1673' 
 DE1673' 
 DE1673' 
 DE1673' 
 DE1673' 
 DE1673' 
 DE1673' 
 DE1673' 
 DE1673'
 DE1673
 DE1673                          STATION RECOVERY (2003)
 DE1673
 DE1673'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1673'RECOVERED IN GOOD CONDITION.
 DE1673
 DE1673                          STATION RECOVERY (2005)
 DE1673
 DE1673'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DE1673'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1956 ***********************************************************************
 AB1956  DESIGNATION -  18 084
 AB1956  PID         -  AB1956
 AB1956  STATE/COUNTY-  SC/DORCHESTER
 AB1956  USGS QUAD   -  RIDGEVILLE (1979)
 AB1956
 AB1956                         *CURRENT SURVEY CONTROL
 AB1956  ___________________________________________________________________
 AB1956* NAD 83(1986)-  33 03 17.     (N)    080 15 17.     (W)     SCALED    
 AB1956* NAVD 88     -        13.933  (meters)      45.71   (feet)  ADJUSTED  
 AB1956  ___________________________________________________________________
 AB1956  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 AB1956  DYNAMIC HT  -          13.918 (meters)      45.66  (feet)  COMP
 AB1956  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 AB1956
 AB1956  VERT ORDER  -  FIRST     CLASS II
 AB1956
 AB1956.The horizontal coordinates were scaled from a topographic map and have
 AB1956.an estimated accuracy of +/- 6 seconds.
 AB1956
 AB1956.The orthometric height was determined by differential leveling
 AB1956.and adjusted by the National Geodetic Survey in September 1998..
 AB1956
 AB1956.The geoid height was determined by GEOID03.
 AB1956
 AB1956.The dynamic height is computed by dividing the NAVD 88
 AB1956.geopotential number by the normal gravity value computed on the
 AB1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1956.degrees latitude (g = 980.6199 gals.).
 AB1956
 AB1956.The modeled gravity was interpolated from observed gravity values.
 AB1956
 AB1956;                    North         East    Units  Estimated Accuracy
 AB1956;SPC SC       -   135,700.      679,200.      MT  (+/- 180 meters Scaled)
 AB1956
 AB1956                          SUPERSEDED SURVEY CONTROL
 AB1956
 AB1956.No superseded survey control is available for this station.
 AB1956
 AB1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS695576(NAD 83)
 AB1956_MARKER: DD = SURVEY DISK
 AB1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1956_STAMPING: 18 084 1995
 AB1956_MARK LOGO: SCGS  
 AB1956_PROJECTION: FLUSH
 AB1956_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1956+STABILITY: SURFACE MOTION
 AB1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1956+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 AB1956
 AB1956  HISTORY     - Date     Condition        Report By
 AB1956  HISTORY     - 1995     MONUMENTED       SCGS
 AB1956  HISTORY     - 20020910 GOOD             SCGS
 AB1956  HISTORY     - 20030621 GOOD             USPSQD
 AB1956
 AB1956                          STATION DESCRIPTION
 AB1956
 AB1956'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1956'STATION IS LOCATED 5.2 MILES (8.4 KM) WEST NORTHWEST OF SUMMERVILLE,
 AB1956'4.45 MILES (7.16 KM) SOUTHEAST OF RIDGEVILLE.  OWNERSHIP--GWEN BAKER,
 AB1956'335 GRAYBACK ROAD, SUMMERVILLE, SC 29483.  TO REACH THE STATION FROM
 AB1956'THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE ROAD 16 (EXIT 194) ,
 AB1956'4.7 MILES (7.6 KM) NORTH NORTHWEST OF SUMMERVILLE, GO SOUTHWEST ON
 AB1956'ROAD 16 FOR 2.6 MILES (4.2 KM) TO THE JUNCTION OF U.S.  HIGHWAY 78,
 AB1956'CONTINUE AHEAD ON STATE ROAD 58 (BUTTERNUT ROAD) FOR 0.1 MILE (0.2 KM)
 AB1956'TO THE JUNCTION OF STATE ROAD 470 (GRAYBACK ROAD) , TURN RIGHT ON ROAD
 AB1956'470 FOR 0.9 MILE (1.4 KM) TO THE STATION IN THE FRONT YARD OF A BRICK
 AB1956'HOUSE IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 22 (OLD
 AB1956'ORANGEBURG ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1956'AND 1.0 FOOT (0.3 M) ABOVE ROAD 470, 42.5 FEET (13.0 M) NORTHWEST OF
 AB1956'THE NORTHWEST CORNER OF THE BRICK HOUSE, 62.5 FEET (19.1 M) WEST OF
 AB1956'THE WEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A CONCRETE
 AB1956'DRIVEWAY, 36.7 FEET (11.2 M) SOUTH OF THE CENTER OF ROAD 470, 91.5
 AB1956'FEET (27.9 M) EAST OF THE CENTER OF ROAD 22, 148.3 FEET (45.2 M) EAST
 AB1956'SOUTHEAST OF THE EAST NORTHEAST CORNER OF A BRICK CHURCH (NEW
 AB1956'BETHEL/SOUNDS OF PRAISE/PENTECOSTAL FELLOWSHIP) . DESCRIBED BY R.W.
 AB1956'ROBERTS.
 AB1956
 AB1956                          STATION RECOVERY (2002)
 AB1956
 AB1956'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AB1956'STATION IS LOCATED 5.2 MILES WEST NORTHWEST OF SUMMERVILLE, 17.0 MILES
 AB1956'SOUTHWEST OF
 AB1956'MONCKS CORNER, 20.65 MILES EAST SOUTHEAST OF SAINT GEORGE.
 AB1956'OWNERSHIP--HEATHER HART,
 AB1956'335 GRAYBACK ROAD, SUMMERVILLE, SC 29483, PHONE 843-851-9776.
 AB1956'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78, STATE
 AB1956'HIGHWAY 173
 AB1956'(SCHOOL STREET) AND STATE ROAD 182 (MYERS BRANCH ROAD), 1.8 MILES EAST
 AB1956'NORTHEAST
 AB1956'OF RIDGEVILLE, GO SOUTHEAST ON HIGHWAY 78 FOR 3.05 MILES TO THE
 AB1956'JUNCTION OF STATE
 AB1956'ROAD 22 (DAWSON BRANCH ROAD) LEFT AND (ORANGEBURG ROAD) RIGHT, TURN
 AB1956'RIGHT ON
 AB1956'ROAD 22 FOR 1.2 MILES TO THE STATION ON THE LEFT NEAR THE NORTHWEST
 AB1956'CORNER OF A
 AB1956'BRICK HOUSE NUMBER 335 IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 AB1956'ROAD 470
 AB1956'(GRAYBACK ROAD).
 AB1956'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET ABOVE
 AB1956'THE ROAD, 42.2
 AB1956'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 63.0 FEET WEST OF
 AB1956'THE
 AB1956'WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO THE
 AB1956'HOUSE,
 AB1956'36.9 FEET SOUTH OF THE CENTER OF ROAD 470, 91.3 FEET EAST NORTHEAST OF
 AB1956'THE CENTER
 AB1956'OF ROAD 22.
 AB1956'RECOVERED BY T. HALL.
 AB1956' 
 AB1956' 
 AB1956' 
 AB1956' 
 AB1956' 
 AB1956' 
 AB1956' 
 AB1956' 
 AB1956' 
 AB1956' 
 AB1956'
 AB1956
 AB1956                          STATION RECOVERY (2003)
 AB1956
 AB1956'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AB1956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1957 ***********************************************************************
 AB1957  DESIGNATION -  18 085
 AB1957  PID         -  AB1957
 AB1957  STATE/COUNTY-  SC/DORCHESTER
 AB1957  USGS QUAD   -  RIDGEVILLE (1979)
 AB1957
 AB1957                         *CURRENT SURVEY CONTROL
 AB1957  ___________________________________________________________________
 AB1957* NAD 83(1986)-  33 03 35.     (N)    080 16 08.     (W)     SCALED    
 AB1957* NAVD 88     -        16.465  (meters)      54.02   (feet)  ADJUSTED  
 AB1957  ___________________________________________________________________
 AB1957  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 AB1957  DYNAMIC HT  -          16.447 (meters)      53.96  (feet)  COMP
 AB1957  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 AB1957
 AB1957  VERT ORDER  -  FIRST     CLASS II
 AB1957
 AB1957.The horizontal coordinates were scaled from a topographic map and have
 AB1957.an estimated accuracy of +/- 6 seconds.
 AB1957
 AB1957.The orthometric height was determined by differential leveling
 AB1957.and adjusted by the National Geodetic Survey in September 1998..
 AB1957
 AB1957.The geoid height was determined by GEOID03.
 AB1957
 AB1957.The dynamic height is computed by dividing the NAVD 88
 AB1957.geopotential number by the normal gravity value computed on the
 AB1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1957.degrees latitude (g = 980.6199 gals.).
 AB1957
 AB1957.The modeled gravity was interpolated from observed gravity values.
 AB1957
 AB1957;                    North         East    Units  Estimated Accuracy
 AB1957;SPC SC       -   136,250.      677,870.      MT  (+/- 180 meters Scaled)
 AB1957
 AB1957                          SUPERSEDED SURVEY CONTROL
 AB1957
 AB1957.No superseded survey control is available for this station.
 AB1957
 AB1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS682581(NAD 83)
 AB1957_MARKER: DD = SURVEY DISK
 AB1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1957_STAMPING: 18 085 1995
 AB1957_MARK LOGO: SCGS  
 AB1957_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1957+STABILITY: SURFACE MOTION
 AB1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1957+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 AB1957
 AB1957  HISTORY     - Date     Condition        Report By
 AB1957  HISTORY     - 1995     MONUMENTED       SCGS
 AB1957  HISTORY     - 20030621 GOOD             USPSQD
 AB1957
 AB1957                          STATION DESCRIPTION
 AB1957
 AB1957'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1957'STATION IS LOCATED 6.15 MILES (9.90 KM) WEST NORTHWEST OF SUMMERVILLE,
 AB1957'3.6 MILES (5.8 KM) SOUTHEAST OF RIDGEVILLE.  OWNERSHIP--CARTER E.
 AB1957'DAVIS, 570 GRAYBACK ROAD, SUMMERVILLE, SC 29483, PHONE 803-873-8371.
 AB1957'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND
 AB1957'STATE ROAD 16 (EXIT 194) , 4.7 MILES (7.6 KM) NORTH NORTHWEST OF
 AB1957'SUMMERVILLE, GO SOUTHWEST ON ROAD 16 FOR 2.6 MILES (4.2 KM) TO THE
 AB1957'JUNCTION OF U.S.  HIGHWAY 78, CONTINUE AHEAD ON STATE ROAD 58
 AB1957'(BUTTERNUT ROAD) FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD
 AB1957'470 (GRAYBACK ROAD) , TURN RIGHT ON ROAD 470 FOR 0.9 MILE (1.4 KM) TO
 AB1957'THE JUNCTION OF STATE ROAD 22 (OLD ORANGEBURG ROAD) , CONTINUE AHEAD
 AB1957'ON ROAD 493 (GRAYBACK ROAD) FOR 0.85 MILE (1.37 KM) TO THE STATION ON
 AB1957'THE RIGHT NEAR THE WEST CHAIN LINK FENCE CORNER SURROUNDING THE FRONT
 AB1957'YARD OF A BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1957'GROUND AND LEVEL WITH THE ROAD, 36.8 FEET (11.2 M) NORTH NORTHEAST OF
 AB1957'THE CENTER OF THE ROAD, 123.8 FEET (37.7 M) SOUTHWEST OF THE WEST
 AB1957'CORNER OF A CONCRETE BLOCK GARAGE, 154.3 FEET (47.0 M) NORTHEAST OF
 AB1957'THE NORTHEAST CORNER OF THE FRONT PORCH OF THE HOUSE, 21.0 FEET (6.4
 AB1957'M) WEST NORTHWEST OF THE CENTER OF THE NORTHWEST DRIVEWAY TO THE
 AB1957'HOUSE, 14.8 FEET (4.5 M) NORTHEAST OF A POWER POLE WITH A SCGS
 AB1957'REFERENCE WASHER ATTACHED, 14.8 FEET (4.5 M) EAST OF THE WEST FENCE
 AB1957'CORNER.  DESCRIBED BY R.W.  ROBERTS.
 AB1957
 AB1957                          STATION RECOVERY (2003)
 AB1957
 AB1957'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AB1957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9468 ***********************************************************************
 AA9468  DESIGNATION -  18 EGB
 AA9468  PID         -  AA9468
 AA9468  STATE/COUNTY-  SC/FAIRFIELD
 AA9468  USGS QUAD   -  LONGTOWN (1971)
 AA9468
 AA9468                         *CURRENT SURVEY CONTROL
 AA9468  ___________________________________________________________________
 AA9468* NAD 83(2001)-  34 17 38.38707(N)    080 51 33.90762(W)     ADJUSTED  
 AA9468* NAVD 88     -       102.1    (meters)     335.     (feet)  GPS OBS   
 AA9468  ___________________________________________________________________
 AA9468  X           -     837,974.623 (meters)                     COMP
 AA9468  Y           -  -5,208,027.410 (meters)                     COMP
 AA9468  Z           -   3,573,476.140 (meters)                     COMP
 AA9468  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AA9468  ELLIP HEIGHT-          71.47  (meters)          (03/13/03) GPS OBS
 AA9468  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AA9468
 AA9468  HORZ ORDER  -  FIRST
 AA9468  ELLP ORDER  -  FOURTH    CLASS II
 AA9468
 AA9468.The horizontal coordinates were established by GPS observations
 AA9468.and adjusted by the National Geodetic Survey in March 2003..
 AA9468
 AA9468.The orthometric height was determined by GPS observations and a
 AA9468.high-resolution geoid model.
 AA9468
 AA9468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9468
 AA9468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9468
 AA9468.The ellipsoidal height was determined by GPS observations
 AA9468.and is referenced to NAD 83.
 AA9468
 AA9468.The geoid height was determined by GEOID03.
 AA9468
 AA9468;                    North         East     Units Scale Factor Converg.
 AA9468;SPC SC       -   272,889.822   622,540.744   MT  0.99985295   +0 04 40.6
 AA9468;SPC SC       -   895,307.81  2,042,456.51   iFT  0.99985295   +0 04 40.6
 AA9468;UTM  17      - 3,794,763.440   512,937.479   MT  0.99960206   +0 04 45.2
 AA9468
 AA9468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9468!SPC SC       -   0.99998878  x   0.99985295  =   0.99984173
 AA9468!UTM  17      -   0.99998878  x   0.99960206  =   0.99959085
 AA9468
 AA9468                          SUPERSEDED SURVEY CONTROL
 AA9468
 AA9468  NAD 83(1995)-  34 17 38.38716(N)    080 51 33.90747(W) AD(       ) 1
 AA9468  ELLIP H (12/20/99)   71.46   (m)                       GP(       ) 4 1
 AA9468  NAD 83(1986)-  34 17 38.40360(N)    080 51 33.90852(W) AD(       ) 1
 AA9468
 AA9468.Superseded values are not recommended for survey control.
 AA9468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9468.See file dsdata.txt to determine how the superseded data were derived.
 AA9468
 AA9468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1293794763(NAD 83)
 AA9468_MARKER: DD = SURVEY DISK
 AA9468_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA9468_SP_SET: DECK OF BRIDGE
 AA9468_STAMPING: 336 18 EGB 1966
 AA9468_MARK LOGO: USGS  
 AA9468_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9468+STABILITY: SURFACE MOTION
 AA9468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9468+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 AA9468
 AA9468  HISTORY     - Date     Condition        Report By
 AA9468  HISTORY     - 1966     MONUMENTED       USGS
 AA9468  HISTORY     - 19941012 GOOD             SCGS
 AA9468  HISTORY     - 19970618 GOOD             SCGS
 AA9468  HISTORY     - 19990510 GOOD             SCGS
 AA9468
 AA9468                          STATION DESCRIPTION
 AA9468
 AA9468'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA9468'STATION IS LOCATED 5.95 MILESEAST OF RIDGEWAY, 8.7 MILESNORTHEAST OF
 AA9468'BLYTHEWOOD.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 AA9468'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 AA9468'FROM THE SOUTHEAST JUNCTION OF U.S.  HIGHWAY 21, STATE HIGHWAY 34 AND
 AA9468'STATE ROAD 260 (PALMER AND BROAD STREETS) IN RIDGEWAY, GO SOUTHEAST ON
 AA9468'HIGHWAY 34 FOR 5.25 MILESTO THE JUNCTION OF STATE ROAD 67 (CENTERVILLE
 AA9468'ROAD), BEAR LEFT ON ROAD 67 FOR 0.95 MILETO THE JUNCTION OF STATE ROAD
 AA9468'151 (PARK ROAD), TURN LEFT ON ROAD 151 FOR 0.45 MILETO THE JUNCTION OF
 AA9468'STATE ROAD 475 (PLEASANT HILL ROAD), CONTINUE ON ROAD 151 FOR 0.45
 AA9468'MILETO THE STATION ON THE RIGHT IN THE SOUTHEAST CORNER OF THE DECK OF
 AA9468'THE SAWNEYS CREEK BRIDGE.  STATION IS A DRILL MARK IN THE DECK OF THE
 AA9468'BRIDGE AND 0.2 FOOTBELOW THE ROAD, 11.9 FEETEAST SOUTHEAST OF THE
 AA9468'CENTER OF THE ROAD, 1.1 FEETNORTHWEST OF THE SOUTHEAST CORNER OF THE
 AA9468'BRIDGE, 17.0 FEETWEST OF A POWER POLE WITH A METER, 2.1 FEETNORTH
 AA9468'NORTHWEST OF A WITNESS POST AT A WARNING SIGN.  RECOVERED BY C.E.
 AA9468'GEOGHEGAN.
 AA9468
 AA9468                          STATION RECOVERY (1997)
 AA9468
 AA9468'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AA9468'STATION IS LOCATED 5.95 MILES (9.58 KM) EAST OF RIDGEWAY, 8.7 MILES
 AA9468'(14.0 KM) NORTHEAST OF BLYTHEWOOD.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA9468'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA9468'803-737-1350.  TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 AA9468'U.S.  HIGHWAY 21, STATE HIGHWAY 34 AND STATE ROAD 260 (PALMER AND
 AA9468'BROAD STREETS) IN RIDGEWAY, GO SOUTHEAST ON HIGHWAY 34 FOR 5.25 MILES
 AA9468'(8.45 KM) TO THE JUNCTION OF STATE ROAD 67 (CENTERVILLE ROAD) , BEAR
 AA9468'LEFT ON ROAD 67 FOR 0.95 MILE (1.53 KM) TO THE JUNCTION OF STATE ROAD
 AA9468'151 (PARK ROAD) , TURN LEFT ON ROAD 151 FOR 0.45 MILE (0.72 KM) TO THE
 AA9468'JUNCTION OF STATE ROAD 475 (PLEASANT HILL ROAD) , CONTINUE ON ROAD 151
 AA9468'FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST
 AA9468'CORNER OF THE DECK OF THE SAWNEYS CREEK BRIDGE.  STATION IS A DRILL
 AA9468'MARK IN THE DECK OF THE BRIDGE AND 0.2 FOOT (6.1 CM) BELOW THE ROAD,
 AA9468'11.9 FEET (3.6 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 1.1 FEET
 AA9468'(0.3 M) NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE, 17.0 FEET
 AA9468'(5.2 M) WEST OF A POWER POLE WITH A METER, 2.1 FEET (0.6 M) NORTH
 AA9468'NORTHWEST OF A WITNESS POST AT A WARNING SIGN.  RECOVERED BY C.E.
 AA9468'GEOGHEGAN.
 AA9468
 AA9468                          STATION RECOVERY (1999)
 AA9468
 AA9468'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA9468'STATION IS LOCATED 5.95 MILES (9.58 KM) EAST OF RIDGEWAY, 14.3 MILES
 AA9468'(23.0 KM) EAST SOUTHEAST OF WINNSBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA9468'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA9468'803-737-1350.  TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 AA9468'HIGHWAY 21 AND STATE HIGHWAY 34 AT THE SOUTHEAST EDGE OF RIDGEWAY, GO
 AA9468'SOUTHEAST ON HIGHWAY 34 FOR 5.25 MILES (8.45 KM) TO THE JUNCTION OF
 AA9468'STATE ROAD 67 (CENTERVILLE ROAD) , BEAR LEFT ON ROAD 67 FOR 0.95 MILE
 AA9468'(1.53 KM) TO THE JUNCTION OF STATE ROAD 151 (PARK ROAD) , TURN LEFT ON
 AA9468'ROAD 151 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 475
 AA9468'(PLEASANT HILL ROAD) , CONTINUE ON ROAD 151 FOR 0.45 MILE (0.72 KM) TO
 AA9468'THE STATION ON THE RIGHT IN THE SOUTHEAST CORNER OF THE DECK OF THE
 AA9468'SAWNEYS CREEK BRIDGE.  STATION IS A DISK SET IN A DRILL HOLE IN THE
 AA9468'DECK OF THE BRIDGE AND 0.2 FOOT (6.1 CM) BELOW THE ROAD, 11.9 FEET
 AA9468'(3.6 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 1.1 FEET (0.3 M)
 AA9468'NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE, 17.0 FEET (5.2 M)
 AA9468'WEST OF A POWER POLE WITH A METER, 2.1 FEET (0.6 M) NORTH NORTHWEST OF
 AA9468'A WITNESS POST AT A WARNING SIGN.  NOTE-MARGINAL GPS SITE.  RECOVERED
 AA9468'BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3282 ***********************************************************************
 DE3282  DESIGNATION -  18 NE 5
 DE3282  PID         -  DE3282
 DE3282  STATE/COUNTY-  SC/AIKEN
 DE3282  USGS QUAD   -  AIKEN (1980)
 DE3282
 DE3282                         *CURRENT SURVEY CONTROL
 DE3282  ___________________________________________________________________
 DE3282* NAD 83(1986)-  33 36 02.     (N)    081 41 14.     (W)     SCALED    
 DE3282* NAVD 88     -       122.088  (meters)     400.55   (feet)  ADJUSTED  
 DE3282  ___________________________________________________________________
 DE3282  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3282  DYNAMIC HT  -         121.957 (meters)     400.12  (feet)  COMP
 DE3282  MODELED GRAV-     979,557.9   (mgal)                       NAVD 88
 DE3282
 DE3282  VERT ORDER  -  FIRST     CLASS II
 DE3282
 DE3282.The horizontal coordinates were scaled from a topographic map and have
 DE3282.an estimated accuracy of +/- 6 seconds.
 DE3282
 DE3282.The orthometric height was determined by differential leveling
 DE3282.and adjusted by the National Geodetic Survey in April 1994..
 DE3282
 DE3282.The geoid height was determined by GEOID03.
 DE3282
 DE3282.The dynamic height is computed by dividing the NAVD 88
 DE3282.geopotential number by the normal gravity value computed on the
 DE3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3282.degrees latitude (g = 980.6199 gals.).
 DE3282
 DE3282.The modeled gravity was interpolated from observed gravity values.
 DE3282
 DE3282;                    North         East    Units  Estimated Accuracy
 DE3282;SPC SC       -   196,190.      545,830.      MT  (+/- 180 meters Scaled)
 DE3282
 DE3282                          SUPERSEDED SURVEY CONTROL
 DE3282
 DE3282.No superseded survey control is available for this station.
 DE3282
 DE3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT362180(NAD 83)
 DE3282_MARKER: P = PIPE CAP
 DE3282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3282_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3282_STAMPING: 18 NE 5
 DE3282_MARK LOGO: SC0020
 DE3282_PROJECTION: RECESSED 8 CENTIMETERS
 DE3282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3282+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 DE3282_ROD/PIPE-DEPTH: 0.76 meters
 DE3282
 DE3282  HISTORY     - Date     Condition        Report By
 DE3282  HISTORY     - UNK      MONUMENTED       SC0020
 DE3282  HISTORY     - 19920910 GOOD             SCGS
 DE3282  HISTORY     - 20000724 GOOD             SCGS
 DE3282
 DE3282                          STATION DESCRIPTION
 DE3282
 DE3282'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3282'STATION IS LOCATED 3.4 MILES (5.5 KM) NORTHEAST OF AIKEN, OWNERSHIP--
 DE3282'SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC
 DE3282'29202, PHONE 803-737-1350.
 DE3282'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118, TRUCK 19
 DE3282'NORTH (RUTLAND DRIVE NORTHEAST), U.S. HIGHWAYS 1 (YORK STREET
 DE3282'NORTHEAST), TRUCK 1 AND 78 (RUTLAND DRIVE NORTHEAST), 1.65 MILES
 DE3282'(2.66 KM) NORTHEAST OF AIKEN, GO NORTH NORTHEAST ON HIGHWAY 1 FOR
 DE3282'1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 495 (MAY ROYAL
 DE3282'DRIVE), CONTINUE AHEAD ON HIGHWAY 1 FOR 0.9 MILE (1.4 KM) TO THE
 DE3282'STATION ON THE LEFT BETWEEN THE HIGHWAYS EDGE AND A CONCRETE DITCH
 DE3282'WATERSHED.
 DE3282'THE STATION IS A PIPE MARK WITH CAP RECESSED 0.3 FOOT (9.1 CM) AND
 DE3282'LEVEL WITH THE HIGHWAY, 26.6 FEET (8.1 M) WEST NORTHWEST OF THE
 DE3282'CENTER OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 15.8 FEET
 DE3282'(4.8 M) EAST SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE DITCH,
 DE3282'71.6 FEET (21.8 M) SOUTH OF A CONCRETE POST PROJECTING 3.0 FEET
 DE3282'(0.9 M) AND USED AS AN UNDERGROUND BURIED CABLE WARNING POST, 164.2
 DE3282'FEET (50.0 M) SOUTH SOUTHWEST OF THE SOUTHWEST END OF A 3.5-FOOT
 DE3282'CONCRETE CULVERT BENEATH A FIELD ACCESS ROAD, 149.4 FEET (45.5 M)
 DE3282'SOUTH SOUTHWEST OF A POWER POLE NUMBER 71143/434-19--8.5--3.4, 1.2
 DE3282'FEET (0.4 M) EAST SOUTHEAST OF A WITNESS POST.
 DE3282'RECOVERED BY T. HALL.
 DE3282
 DE3282                          STATION RECOVERY (2000)
 DE3282
 DE3282'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3282'STATION IS LOCATED 3.25 MILES (5.23 KM) NORTHEAST OF AIKEN.
 DE3282'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3282'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3282'JUNCTION OF STATE HIGHWAYS 118, TRUCK 19 NORTH (RUTLAND DRIVE
 DE3282'NORTHEAST) , U.S.  HIGHWAYS 1 (YORK STREET NORTHEAST) , TRUCK 1 AND 78
 DE3282'(RUTLAND DRIVE NORTHEAST) , 1.65 MILES (2.66 KM) NORTHEAST OF AIKEN,
 DE3282'GO NORTH NORTHEAST ON HIGHWAY 1 FOR 1.05 MILES (1.69 KM) TO THE
 DE3282'JUNCTION OF STATE ROAD 495 (MAY ROYAL DRIVE) , CONTINUE ON HIGHWAY 1
 DE3282'FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE LEFT BETWEEN THE HIGHWAYS
 DE3282'EDGE AND A CONCRETE DITCH WATERSHED.  STATION IS AN ALUMINUM PIPE MARK
 DE3282'WITH CAP RECESSED 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE
 DE3282'HIGHWAY, 26.6 FEET (8.1 M) WEST NORTHWEST OF THE CENTER OF THE
 DE3282'SOUTHBOUND LANES OF THE HIGHWAY, 15.9 FEET (4.8 M) EAST SOUTHEAST OF
 DE3282'THE SOUTHEAST EDGE OF THE CONCRETE DITCH, 71.8 FEET (21.9 M) SOUTH OF
 DE3282'A CONCRETE POST PROJECTING 3.0 FEET (0.9 M) AND USED AS AN UNDERGROUND
 DE3282'BURIED CABLE WARNING POST, 164.5 FEET (50.1 M) SOUTH SOUTHWEST OF THE
 DE3282'SOUTHWEST END OF A 3.5-FOOT CONCRETE PIPE CULVERT BENEATH A FIELD
 DE3282'ACCESS ROAD, 149.4 FEET (45.5 M) SOUTH SOUTHWEST OF A POWER POLE
 DE3282'NUMBER 71143/434-19-8.5-3.4, 27.9 FEET (8.5 M) SOUTHWEST OF A WITNESS
 DE3282'POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1588 ***********************************************************************
 CK1588  DESIGNATION -  18 RESET
 CK1588  PID         -  CK1588
 CK1588  STATE/COUNTY-  SC/COLLETON
 CK1588  USGS QUAD   -  YEMASSEE (1988)
 CK1588
 CK1588                         *CURRENT SURVEY CONTROL
 CK1588  ___________________________________________________________________
 CK1588* NAD 83(1986)-  32 42 19.     (N)    080 48 46.     (W)     SCALED    
 CK1588* NAVD 88     -         4.974  (meters)      16.32   (feet)  ADJUSTED  
 CK1588  ___________________________________________________________________
 CK1588  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK1588  DYNAMIC HT  -           4.969 (meters)      16.30  (feet)  COMP
 CK1588  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CK1588  OBS GRAVITY -     979,531.1   (mgal)                       GRAV_OBS
 CK1588
 CK1588  VERT ORDER  -  FIRST     CLASS I
 CK1588
 CK1588.The horizontal coordinates were scaled from a topographic map and have
 CK1588.an estimated accuracy of +/- 6 seconds.
 CK1588
 CK1588.The orthometric height was determined by differential leveling
 CK1588.and adjusted by the National Geodetic Survey in June 1991..
 CK1588.WARNING-Repeat measurements at this control monument indicate possible
 CK1588.vertical movement.
 CK1588
 CK1588.The geoid height was determined by GEOID03.
 CK1588
 CK1588.The dynamic height is computed by dividing the NAVD 88
 CK1588.geopotential number by the normal gravity value computed on the
 CK1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1588.degrees latitude (g = 980.6199 gals.).
 CK1588
 CK1588.The modeled gravity was interpolated from observed gravity values.
 CK1588.The observed gravity was obtained from relative gravimeter ties
 CK1588.to the IGSN71 gravity network.
 CK1588
 CK1588;                    North         East    Units  Estimated Accuracy
 CK1588;SPC SC       -    96,720.      627,150.      MT  (+/- 180 meters Scaled)
 CK1588
 CK1588                          SUPERSEDED SURVEY CONTROL
 CK1588
 CK1588  NGVD 29 (03/21/89)    5.256  (m)           17.24   (f) ADJUSTED    1 1
 CK1588
 CK1588.Superseded values are not recommended for survey control.
 CK1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1588.See file dsdata.txt to determine how the superseded data were derived.
 CK1588
 CK1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS175186(NAD 83)
 CK1588_MARKER: P = PIPE CAP
 CK1588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1588_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1588_STAMPING: 17.753 1917
 CK1588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1588
 CK1588  HISTORY     - Date     Condition        Report By
 CK1588  HISTORY     - 1961     MONUMENTED       CGS
 CK1588  HISTORY     - 1961     GOOD             NGS
 CK1588  HISTORY     - 1974     GOOD             NGS
 CK1588  HISTORY     - 1979     GOOD             DMA
 CK1588  HISTORY     - 20050711 MARK NOT FOUND   SCGS
 CK1588
 CK1588                          STATION DESCRIPTION
 CK1588
 CK1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1588'2.4 MI NE FROM YEMASSEE.
 CK1588'ABOUT 2.4 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 CK1588'FROM THE STATION AT YEMASSEE, AT SALKEHATCHIE, AT THE CROSSING
 CK1588'OF A NORTH-SOUTH ROAD, 0.45 MILE WEST OF MILEPOST NO. 440 (C 58),
 CK1588'45 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 26.3 FEET
 CK1588'NORTH OF THE NORTH RAIL OF A SIDING TRACK, 39 FEET NORTH OF THE
 CK1588'NORTH RAIL OF MAIN TRACK, 15 1/2 FEET WEST-SOUTHWEST OF A POWER
 CK1588'LINE POLE WITH A METER, 20 1/2 FEET WEST-NORTHWEST OF TELEPHONE
 CK1588'POLE NO. F 466, 1.2 FEET EAST-NORTHEAST OF A METAL WITNESS
 CK1588'POST, 2 1/2 FEET BELOW THE TOP OF RAIL, A USGS CAP OF IRON PIPE
 CK1588'AND PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE
 CK1588'RR IS NOW THE SEABOARD COAST LINE
 CK1588
 CK1588                          STATION RECOVERY (1974)
 CK1588
 CK1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK1588'RECOVERED IN GOOD CONDITION.
 CK1588
 CK1588                          STATION RECOVERY (1979)
 CK1588
 CK1588'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK1588'RECOVERED IN GOOD CONDITION.
 CK1588
 CK1588                          STATION RECOVERY (2005)
 CK1588
 CK1588'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK1588'A 15 MINUTE WAS CONDUCTED WITH NO RESULTS, AREA DESCRIBED HSA BEEN
 CK1588'CHANGED DUE TO RAILROAD MAINTENANCE, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0565 ***********************************************************************
 DE0565  DESIGNATION -  180
 DE0565  PID         -  DE0565
 DE0565  STATE/COUNTY-  SC/LEXINGTON
 DE0565  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 DE0565
 DE0565                         *CURRENT SURVEY CONTROL
 DE0565  ___________________________________________________________________
 DE0565* NAD 83(1986)-  33 52 39.     (N)    081 01 28.     (W)     SCALED    
 DE0565* NAVD 88     -        54.392  (meters)     178.45   (feet)  ADJUSTED  
 DE0565  ___________________________________________________________________
 DE0565  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DE0565  DYNAMIC HT  -          54.336 (meters)     178.27  (feet)  COMP
 DE0565  MODELED GRAV-     979,609.3   (mgal)                       NAVD 88
 DE0565
 DE0565  VERT ORDER  -  FIRST     CLASS II
 DE0565
 DE0565.The horizontal coordinates were scaled from a topographic map and have
 DE0565.an estimated accuracy of +/- 6 seconds.
 DE0565
 DE0565.The orthometric height was determined by differential leveling
 DE0565.and adjusted by the National Geodetic Survey in September 1998..
 DE0565
 DE0565.The geoid height was determined by GEOID03.
 DE0565
 DE0565.The dynamic height is computed by dividing the NAVD 88
 DE0565.geopotential number by the normal gravity value computed on the
 DE0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0565.degrees latitude (g = 980.6199 gals.).
 DE0565
 DE0565.The modeled gravity was interpolated from observed gravity values.
 DE0565
 DE0565;                    North         East    Units  Estimated Accuracy
 DE0565;SPC SC       -   226,690.      607,340.      MT  (+/- 180 meters Scaled)
 DE0565
 DE0565                          SUPERSEDED SURVEY CONTROL
 DE0565
 DE0565  NAVD 88 (06/15/91)   54.395  (m)          178.46   (f) UNKNOWN     1 2
 DE0565  NGVD 29 (??/??/92)   54.644  (m)          179.28   (f) ADJ UNCH    1 2
 DE0565
 DE0565.Superseded values are not recommended for survey control.
 DE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0565.See file dsdata.txt to determine how the superseded data were derived.
 DE0565
 DE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT977485(NAD 83)
 DE0565_MARKER: P = PIPE CAP
 DE0565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0565_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0565_STAMPING: 180
 DE0565_MARK LOGO: USGS  
 DE0565_MAGNETIC: P = MARKER IS A STEEL PIPE
 DE0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE0565+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1995
 DE0565
 DE0565  HISTORY     - Date     Condition        Report By
 DE0565  HISTORY     - UNK      MONUMENTED       USGS
 DE0565  HISTORY     - 1961     GOOD             NGS
 DE0565  HISTORY     - 1978     GOOD             NGS
 DE0565  HISTORY     - 19880101 POOR             SCGS
 DE0565  HISTORY     - 19951024 GOOD             SCGS
 DE0565
 DE0565                          STATION DESCRIPTION
 DE0565
 DE0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0565'4.4 MI SE FROM DIXIANA.
 DE0565'ABOUT 0.8 MILE SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 DE0565'THE STATION AT DIXIANA, THENCE ABOUT 3.6 MILES SOUTHEAST ALONG
 DE0565'U.S. HIGHWAYS 21 AND 176, 0.15 MILE SOUTHEAST OF BENCH MARK E 58,
 DE0565'DESCRIBED, 700 FEET NORTHWEST OF LEXINGTON - CALHOUN COUNTY LINE,
 DE0565'60 FEET EAST OF THE CENTER LINE OF HIGHWAY, 45 FEET WEST OF THE
 DE0565'CENTER LINE OF A DIRT ROAD LEADING NORTH-NORTHWEST, 90 FEET SOUTH
 DE0565'OF THE CENTER LINE OF A DIRT ROAD, AND IS A DISK RIVETED ON TOP OF
 DE0565'A 3 1/2 INCH IRON PIPE PROJECTING 1.6 FEET ABOVE THE LEVEL OF THE
 DE0565'GROUND.
 DE0565
 DE0565                          STATION RECOVERY (1978)
 DE0565
 DE0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE0565'ABOUT 0.8 MILE ALONG THE SEABOARD COAST LINE RAILROAD FROM THE DIRT
 DE0565'RAILROAD CROSSING IN DIXIANA, THENCE ABOUT 3.2 MILES SOUTHEAST ALONG
 DE0565'U.S. HIGHWAY 21 AND 176 TO THE ENTRANCE OF CAROLINA EASTMAN, THENCE
 DE0565'0.44 MILE SOUTHEAST AND INSIDE THE GATE, PERMISSION MUST BE OBTAINED
 DE0565'FOR ENTRANCE, ABOUT 0.15 MILES SOUTHEAST OF BENCH MARK E58,
 DE0565'DESCRIBED, 60 FEET EAST OF THE CENTER LINE OF THE PRIVATE HIGHWAY, 45
 DE0565'FEET WEST OF AN OVERGROWN DIRT ROAD LEADING NORTH- NORTHWEST AND IS A
 DE0565'DISK RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 1.6 FEET
 DE0565'ABOVE GROUND LEVEL.
 DE0565
 DE0565                          STATION RECOVERY (1988)
 DE0565
 DE0565'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988 (DDW)
 DE0565'RECOVERED LOOSE IN THE GROUND.
 DE0565
 DE0565                          STATION RECOVERY (1995)
 DE0565
 DE0565'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DE0565'STATION IS LOCATED 5.25 MILES (8.45 KM) EAST SOUTHEAST OF PINERIDGE,
 DE0565'8.7 MILES (14.0 KM) SOUTH OF COLUMBIA.  OWNERSHIP--EASTMAN CAROLINA.
 DE0565'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 21, 176 AND
 DE0565'INTERSTATE 26 (EXIT 119) , 4.5 MILES (7.2 KM) EAST SOUTHEAST OF
 DE0565'PINERIDGE, GO EAST SOUTHEAST ON HIGHWAY 21 AND 176 FOR 0.2 MILE (0.3
 DE0565'KM) TO THE JUNCTION OF A PAVED ENTRANCE ROAD LEFT (LEADING TO EASTMAN
 DE0565'CAROLINA) , TURN LEFT ON THE ENTRANCE ROAD FOR 0.15 MILE (0.24 KM) TO
 DE0565'AN ENTRANCE GATE, CONTINUE ON ENTRANCE ROAD FOR 0.45 MILE (0.72 KM) TO
 DE0565'THE STATION ON THE LEFT AT THE WOODS LINE.  STATION IS A PIPE MARK
 DE0565'PROJECTING 1.5 FEET, (0.5 M) 63.6 FEET (19.4 M) EAST NORTHEAST OF THE
 DE0565'CENTER OF THE ENTRANCE ROAD, 86.2 FEET (26.3 M) SOUTH OF THE WEST
 DE0565'STEEL PIPE GATE POST FOR A SAND ROAD LEADING NORTHWEST, 74.5 FEET
 DE0565'(22.7 M) WEST SOUTHWEST OF A WOODEN FENCE POST WITH A SCGS REFERENCE
 DE0565'WASHER ATTACHED FOR A BARBED WIRE FENCE LINE. RECOVERED BY C.E.
 DE0565'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5685 ***********************************************************************
 CK5685  DESIGNATION -  1810
 CK5685  PID         -  CK5685
 CK5685  STATE/COUNTY-  SC/BEAUFORT
 CK5685  USGS QUAD   -  ST HELENA SOUND (1979)
 CK5685
 CK5685                         *CURRENT SURVEY CONTROL
 CK5685  ___________________________________________________________________
 CK5685* NAD 83(2001)-  32 23 12.63715(N)    080 25 52.49662(W)     ADJUSTED  
 CK5685* NAVD 88     -         4.609  (meters)      15.12   (feet)  ADJUSTED  
 CK5685  ___________________________________________________________________
 CK5685  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CK5685  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 CK5685  DYNAMIC HT  -           4.603 (meters)      15.10  (feet)  COMP
 CK5685  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK5685
 CK5685  HORZ ORDER  -  THIRD
 CK5685  VERT ORDER  -  THIRD
 CK5685
 CK5685.The horizontal coordinates were established by classical geodetic methods
 CK5685.and adjusted by the National Geodetic Survey in March 2004..
 CK5685
 CK5685.The orthometric height was determined by differential leveling
 CK5685.and adjusted by the National Geodetic Survey in April 1995..
 CK5685
 CK5685.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5685
 CK5685.The geoid height was determined by GEOID03.
 CK5685
 CK5685.The dynamic height is computed by dividing the NAVD 88
 CK5685.geopotential number by the normal gravity value computed on the
 CK5685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5685.degrees latitude (g = 980.6199 gals.).
 CK5685
 CK5685.The modeled gravity was interpolated from observed gravity values.
 CK5685
 CK5685;                    North         East     Units Scale Factor Converg.
 CK5685;SPC SC       -    61,535.383   663,118.160   MT  1.00004177   +0 18 55.1
 CK5685;SPC SC       -   201,887.74  2,175,584.51   iFT  1.00004177   +0 18 55.1
 CK5685;UTM  17      - 3,583,457.925   553,495.165   MT  0.99963529   +0 18 16.7
 CK5685
 CK5685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5685!SPC SC       -   1.00000430  x   1.00004177  =   1.00004607
 CK5685!UTM  17      -   1.00000430  x   0.99963529  =   0.99963959
 CK5685
 CK5685                          SUPERSEDED SURVEY CONTROL
 CK5685
 CK5685  NAD 83(1986)-  32 23 12.64748(N)    080 25 52.50085(W) AD(       ) 3
 CK5685  NGVD 29 (04/23/92)    4.890  (m)           16.04   (f) ADJUSTED    3 0
 CK5685
 CK5685.Superseded values are not recommended for survey control.
 CK5685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5685.See file dsdata.txt to determine how the superseded data were derived.
 CK5685
 CK5685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5349583458(NAD 83)
 CK5685_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5685_SETTING: 0 = UNSPECIFIED SETTING
 CK5685_STAMPING: 1810 1988
 CK5685_MARK LOGO: SCCC  
 CK5685_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5685+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5685
 CK5685  HISTORY     - Date     Condition        Report By
 CK5685  HISTORY     - 1988     MONUMENTED       SCCC
 CK5685  HISTORY     - 19950313 MARK NOT FOUND   USPSQD
 CK5685  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK5685
 CK5685                          STATION DESCRIPTION
 CK5685
 CK5685'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5685'THE STATION IS LOCATED ON HUNTING ISLAND.  FROM THE LIGHTHOUSE IN THE
 CK5685'STATE PARK, PROCEED ALONG THE CONCRETE SIDEWALK TO THE BEACH, GO
 CK5685'NORTH FOR 0.70 MILES ALONG THE BEACH TO THE STATION LOCATED ON THE
 CK5685'LEFT AT THE TOP DUNES.  MARKER IS 32.5 FEET EAST SOUTHEAST OF THE
 CK5685'14-INCH PINE TREE AND 27.0 FEET NORTH NORTHEAST OF THE 12-INCH PINE
 CK5685'TREE.  MARK IS PROJECTING 0.3 FEET ABOVE THE SURFACE OF THE
 CK5685'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5685'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5685
 CK5685                          STATION RECOVERY (1995)
 CK5685
 CK5685'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5685'MARK NOT FOUND.
 CK5685
 CK5685                          STATION RECOVERY (2002)
 CK5685
 CK5685'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK5685'NOT FOUND.  SEARCHED N ALONG BEACH FROM THE LIGHTHOUSE.  NO SIGN OF
 CK5685'MARKER OR WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5686 ***********************************************************************
 CK5686  DESIGNATION -  1820
 CK5686  PID         -  CK5686
 CK5686  STATE/COUNTY-  SC/BEAUFORT
 CK5686  USGS QUAD   -  ST HELENA SOUND (1979)
 CK5686
 CK5686                         *CURRENT SURVEY CONTROL
 CK5686  ___________________________________________________________________
 CK5686* NAD 83(2001)-  32 22 46.58637(N)    080 26 01.47832(W)     ADJUSTED  
 CK5686* NAVD 88     -         4.588  (meters)      15.05   (feet)  ADJUSTED  
 CK5686  ___________________________________________________________________
 CK5686  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CK5686  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 CK5686  DYNAMIC HT  -           4.583 (meters)      15.04  (feet)  COMP
 CK5686  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 CK5686
 CK5686  HORZ ORDER  -  THIRD
 CK5686  VERT ORDER  -  THIRD
 CK5686
 CK5686.The horizontal coordinates were established by classical geodetic methods
 CK5686.and adjusted by the National Geodetic Survey in March 2004..
 CK5686
 CK5686.The orthometric height was determined by differential leveling
 CK5686.and adjusted by the National Geodetic Survey in April 1995..
 CK5686
 CK5686.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5686
 CK5686.The geoid height was determined by GEOID03.
 CK5686
 CK5686.The dynamic height is computed by dividing the NAVD 88
 CK5686.geopotential number by the normal gravity value computed on the
 CK5686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5686.degrees latitude (g = 980.6199 gals.).
 CK5686
 CK5686.The modeled gravity was interpolated from observed gravity values.
 CK5686
 CK5686;                    North         East     Units Scale Factor Converg.
 CK5686;SPC SC       -    60,731.609   662,887.793   MT  1.00004457   +0 18 50.2
 CK5686;SPC SC       -   199,250.69  2,174,828.72   iFT  1.00004457   +0 18 50.2
 CK5686;UTM  17      - 3,582,654.522   553,264.743   MT  0.99963499   +0 18 11.7
 CK5686
 CK5686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5686!SPC SC       -   1.00000430  x   1.00004457  =   1.00004887
 CK5686!UTM  17      -   1.00000430  x   0.99963499  =   0.99963929
 CK5686
 CK5686                          SUPERSEDED SURVEY CONTROL
 CK5686
 CK5686  NAD 83(1986)-  32 22 46.59681(N)    080 26 01.48279(W) AD(       ) 3
 CK5686  NGVD 29 (04/23/92)    4.870  (m)           15.98   (f) ADJUSTED    3 0
 CK5686
 CK5686.Superseded values are not recommended for survey control.
 CK5686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5686.See file dsdata.txt to determine how the superseded data were derived.
 CK5686
 CK5686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5326582655(NAD 83)
 CK5686_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5686_SETTING: 0 = UNSPECIFIED SETTING
 CK5686_STAMPING: 1820 1988
 CK5686_MARK LOGO: SCCC  
 CK5686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5686+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 CK5686
 CK5686  HISTORY     - Date     Condition        Report By
 CK5686  HISTORY     - 1988     MONUMENTED       SCCC
 CK5686  HISTORY     - 20020616 GOOD             USPSQD
 CK5686  HISTORY     - 20030429 MARK NOT FOUND   SCGS
 CK5686
 CK5686                          STATION DESCRIPTION
 CK5686
 CK5686'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5686'THE STATION IS LOCATED ON HUNTING ISLAND.  FROM THE LIGHTHOUSE IN THE
 CK5686'STATE PARK, PROCEED ALONG THE CONCRETE SIDEWALK TO THE BEACH, GO
 CK5686'NORTH FOR 0.20 MILES ALONG THE BEACH TO THE STATION LOCATED ON THE
 CK5686'LEFT IN THE WOODS.  MARKER IS 5.0 FEET SOUTH SOUTHEAST OF THE PALM
 CK5686'TREE AND 5.2 FEET EAST SOUTHEAST OF THE 4-INCH OAK TREE.  MARK IS
 CK5686'PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5686'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5686'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5686
 CK5686                          STATION RECOVERY (2002)
 CK5686
 CK5686'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK5686'RECOVERED IN GOOD CONDITION.
 CK5686
 CK5686                          STATION RECOVERY (2003)
 CK5686
 CK5686'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5686'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5686'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5686'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED, AREA NOW
 CK5686'UNDER WATER DUE TO BEACH EROSION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0021 ***********************************************************************
 DE0021  DESIGNATION -  183
 DE0021  PID         -  DE0021
 DE0021  STATE/COUNTY-  SC/SUMTER
 DE0021  USGS QUAD   -  SUMTER WEST (1982)
 DE0021
 DE0021                         *CURRENT SURVEY CONTROL
 DE0021  ___________________________________________________________________
 DE0021* NAD 83(1986)-  33 54 27.     (N)    080 23 42.     (W)     SCALED    
 DE0021* NAVD 88     -        55.483  (meters)     182.03   (feet)  ADJUSTED  
 DE0021  ___________________________________________________________________
 DE0021  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DE0021  DYNAMIC HT  -          55.427 (meters)     181.85  (feet)  COMP
 DE0021  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 DE0021
 DE0021  VERT ORDER  -  FIRST     CLASS II
 DE0021
 DE0021.The horizontal coordinates were scaled from a topographic map and have
 DE0021.an estimated accuracy of +/- 6 seconds.
 DE0021
 DE0021.The orthometric height was determined by differential leveling
 DE0021.and adjusted by the National Geodetic Survey in June 1991..
 DE0021.WARNING-Repeat measurements at this control monument indicate possible
 DE0021.vertical movement.
 DE0021
 DE0021.The geoid height was determined by GEOID03.
 DE0021
 DE0021.The dynamic height is computed by dividing the NAVD 88
 DE0021.geopotential number by the normal gravity value computed on the
 DE0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0021.degrees latitude (g = 980.6199 gals.).
 DE0021
 DE0021.The modeled gravity was interpolated from observed gravity values.
 DE0021
 DE0021;                    North         East    Units  Estimated Accuracy
 DE0021;SPC SC       -   230,180.      665,540.      MT  (+/- 180 meters Scaled)
 DE0021
 DE0021                          SUPERSEDED SURVEY CONTROL
 DE0021
 DE0021  NGVD 29 (??/??/92)   55.764  (m)          182.95   (f) ADJ UNCH    1 2
 DE0021
 DE0021.Superseded values are not recommended for survey control.
 DE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0021.See file dsdata.txt to determine how the superseded data were derived.
 DE0021
 DE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT559520(NAD 83)
 DE0021_MARKER: P = PIPE CAP
 DE0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0021_STAMPING: 183 1918
 DE0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0021
 DE0021  HISTORY     - Date     Condition        Report By
 DE0021  HISTORY     - 1918     MONUMENTED       USGS
 DE0021  HISTORY     - 1960     GOOD             NGS
 DE0021
 DE0021                          STATION DESCRIPTION
 DE0021
 DE0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0021'3.3 MI W FROM SUMTER.
 DE0021'ABOUT 3.3 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DE0021'THE STATION AT SUMTER, 13 1/2 FEET NORTH-NORTHWEST OF MILEPOST
 DE0021'335, 0.8 MILE WEST OF STEEL BRIDGE OVERPASS OF HIGHWAY 120 OVER
 DE0021'THE RAILROAD, 7.4 FEET SOUTH OF THE SOUTH RAIL, 86 1/2 FEET
 DE0021'SOUTH-SOUTHWEST OF AND ACROSS THE TRACK FROM TELEPHONE POLE 1594,
 DE0021'116 1/2 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM TELEPHONE
 DE0021'POLE 1593, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 DE0021'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5687 ***********************************************************************
 CK5687  DESIGNATION -  1830
 CK5687  PID         -  CK5687
 CK5687  STATE/COUNTY-  SC/BEAUFORT
 CK5687  USGS QUAD   -  FRIPPS INLET (1979)
 CK5687
 CK5687                         *CURRENT SURVEY CONTROL
 CK5687  ___________________________________________________________________
 CK5687* NAD 83(2001)-  32 22 28.74038(N)    080 26 10.35888(W)     ADJUSTED  
 CK5687* NAVD 88     -         4.05   (+/-2cm)      13.3    (feet)  VERTCON   
 CK5687  ___________________________________________________________________
 CK5687  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 CK5687  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5687
 CK5687  HORZ ORDER  -  THIRD
 CK5687  VERT ORDER  -  THIRD ? (See Below)
 CK5687
 CK5687.The horizontal coordinates were established by classical geodetic methods
 CK5687.and adjusted by the National Geodetic Survey in March 2004..
 CK5687
 CK5687.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5687.The vertical order pertains to the NGVD 29 superseded value.
 CK5687
 CK5687.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5687
 CK5687.The geoid height was determined by GEOID03.
 CK5687
 CK5687;                    North         East     Units Scale Factor Converg.
 CK5687;SPC SC       -    60,180.600   662,658.653   MT  1.00004650   +0 18 45.2
 CK5687;SPC SC       -   197,442.91  2,174,076.95   iFT  1.00004650   +0 18 45.2
 CK5687;UTM  17      - 3,582,103.782   553,035.594   MT  0.99963469   +0 18 06.8
 CK5687
 CK5687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5687!SPC SC       -   1.00000439  x   1.00004650  =   1.00005089
 CK5687!UTM  17      -   1.00000439  x   0.99963469  =   0.99963908
 CK5687
 CK5687                          SUPERSEDED SURVEY CONTROL
 CK5687
 CK5687  NAD 83(1986)-  32 22 28.75091(N)    080 26 10.36350(W) AD(       ) 3
 CK5687  NGVD 29 (10/19/90)    4.33   (m)           14.2    (f) LEVELING    3  
 CK5687
 CK5687.Superseded values are not recommended for survey control.
 CK5687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5687.See file dsdata.txt to determine how the superseded data were derived.
 CK5687
 CK5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5303682104(NAD 83)
 CK5687_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5687_SETTING: 0 = UNSPECIFIED SETTING
 CK5687_STAMPING: 1830 1988
 CK5687_MARK LOGO: SCCC  
 CK5687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5687+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5687
 CK5687  HISTORY     - Date     Condition        Report By
 CK5687  HISTORY     - 1988     MONUMENTED       SCCC
 CK5687  HISTORY     - 20060625 MARK NOT FOUND   USPSQD
 CK5687
 CK5687                          STATION DESCRIPTION
 CK5687
 CK5687'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5687'THE STATION IS LOCATED ON HUNTING ISLAND.  FROM THE LIGHTHOUSE IN THE
 CK5687'STATE PARK, PROCEED ALONG THE SIDEWALK TO THE BEACH AND THE STATION
 CK5687'LOCATED ON THE RIGHT AT THE TOP OF THE DUNES.  MARKER IS 50.5 FEET
 CK5687'SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE BUILIDNG (CABANA) AND 22.5
 CK5687'FEET EAST SOUTHEAST OF THE PALM TREE.  MARK IS PROJECTING 0.2 FEET
 CK5687'ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5687'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5687'PIPE SURROUNDED BY CONCRETE.
 CK5687
 CK5687                          STATION RECOVERY (2006)
 CK5687
 CK5687'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK5687'AT THIS POINT, THE BEACH IS UNDERGOING MASSIVE REFURBISHING PROJECT,
 CK5687'AND THE AREA IN THE VICINITY OF THE MARKER IS COMPLETELY REBUILT.
 CK5687'MARKER IS NOT VISIBLE AND WAS EITHER LOST BY EROSION OR BURIED UNDER
 CK5687'IMPROVED BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5688 ***********************************************************************
 CK5688  DESIGNATION -  1840
 CK5688  PID         -  CK5688
 CK5688  STATE/COUNTY-  SC/BEAUFORT
 CK5688  USGS QUAD   -  FRIPPS INLET (1979)
 CK5688
 CK5688                         *CURRENT SURVEY CONTROL
 CK5688  ___________________________________________________________________
 CK5688* NAD 83(2001)-  32 22 11.89954(N)    080 26 18.37171(W)     ADJUSTED  
 CK5688* NAVD 88     -         3.964  (meters)      13.01   (feet)  ADJUSTED  
 CK5688  ___________________________________________________________________
 CK5688  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CK5688  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5688  DYNAMIC HT  -           3.960 (meters)      12.99  (feet)  COMP
 CK5688  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CK5688
 CK5688  HORZ ORDER  -  THIRD
 CK5688  VERT ORDER  -  THIRD
 CK5688
 CK5688.The horizontal coordinates were established by classical geodetic methods
 CK5688.and adjusted by the National Geodetic Survey in March 2004..
 CK5688
 CK5688.The orthometric height was determined by differential leveling
 CK5688.and adjusted by the National Geodetic Survey in April 1995..
 CK5688
 CK5688.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5688
 CK5688.The geoid height was determined by GEOID03.
 CK5688
 CK5688.The dynamic height is computed by dividing the NAVD 88
 CK5688.geopotential number by the normal gravity value computed on the
 CK5688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5688.degrees latitude (g = 980.6199 gals.).
 CK5688
 CK5688.The modeled gravity was interpolated from observed gravity values.
 CK5688
 CK5688;                    North         East     Units Scale Factor Converg.
 CK5688;SPC SC       -    59,660.682   662,452.003   MT  1.00004832   +0 18 40.8
 CK5688;SPC SC       -   195,737.15  2,173,398.96   iFT  1.00004832   +0 18 40.8
 CK5688;UTM  17      - 3,581,584.117   552,828.933   MT  0.99963442   +0 18 02.4
 CK5688
 CK5688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5688!SPC SC       -   1.00000440  x   1.00004832  =   1.00005272
 CK5688!UTM  17      -   1.00000440  x   0.99963442  =   0.99963882
 CK5688
 CK5688                          SUPERSEDED SURVEY CONTROL
 CK5688
 CK5688  NAD 83(1986)-  32 22 11.91010(N)    080 26 18.37637(W) AD(       ) 3
 CK5688  NGVD 29 (04/23/92)    4.246  (m)           13.93   (f) ADJUSTED    3 0
 CK5688
 CK5688.Superseded values are not recommended for survey control.
 CK5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5688.See file dsdata.txt to determine how the superseded data were derived.
 CK5688
 CK5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5282981584(NAD 83)
 CK5688_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5688_SETTING: 0 = UNSPECIFIED SETTING
 CK5688_STAMPING: 1840 1988
 CK5688_MARK LOGO: SCCC  
 CK5688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5688+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5688
 CK5688  HISTORY     - Date     Condition        Report By
 CK5688  HISTORY     - 1988     MONUMENTED       SCCC
 CK5688
 CK5688                          STATION DESCRIPTION
 CK5688
 CK5688'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5688'THE STATION IS LOCATED ON HUNTING ISLAND.  FROM THE LIGHTHOUSE IN THE
 CK5688'STATE PARK, PROCEED ALONG THE SIDEWALK TO THE BEACH, GO WEST FOR 0.40
 CK5688'MILES ALONG THE BEACH TO THE STATION ON THE RIGHT AT THE TOP OF
 CK5688'DUNES.  MARKER IS 18.5 FEET SOUTH SOUTHWEST OF THE 5-INCH PINE TREE
 CK5688'AND 7.3 FEET EAST OF THE 6-INCH PALM TREE.  MARK IS PROJECTING 0.2
 CK5688'FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5688'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5688'PIPE SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5689 ***********************************************************************
 CK5689  DESIGNATION -  1850
 CK5689  PID         -  CK5689
 CK5689  STATE/COUNTY-  SC/BEAUFORT
 CK5689  USGS QUAD   -  FRIPPS INLET (1979)
 CK5689
 CK5689                         *CURRENT SURVEY CONTROL
 CK5689  ___________________________________________________________________
 CK5689* NAD 83(2001)-  32 21 52.12619(N)    080 26 26.62438(W)     ADJUSTED  
 CK5689* NAVD 88     -         3.324  (meters)      10.91   (feet)  ADJUSTED  
 CK5689  ___________________________________________________________________
 CK5689  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CK5689  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5689  DYNAMIC HT  -           3.321 (meters)      10.90  (feet)  COMP
 CK5689  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 CK5689
 CK5689  HORZ ORDER  -  THIRD
 CK5689  VERT ORDER  -  THIRD
 CK5689
 CK5689.The horizontal coordinates were established by classical geodetic methods
 CK5689.and adjusted by the National Geodetic Survey in March 2004..
 CK5689
 CK5689.The orthometric height was determined by differential leveling
 CK5689.and adjusted by the National Geodetic Survey in April 1995..
 CK5689
 CK5689.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5689
 CK5689.The geoid height was determined by GEOID03.
 CK5689
 CK5689.The dynamic height is computed by dividing the NAVD 88
 CK5689.geopotential number by the normal gravity value computed on the
 CK5689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5689.degrees latitude (g = 980.6199 gals.).
 CK5689
 CK5689.The modeled gravity was interpolated from observed gravity values.
 CK5689
 CK5689;                    North         East     Units Scale Factor Converg.
 CK5689;SPC SC       -    59,050.399   662,239.550   MT  1.00005047   +0 18 36.2
 CK5689;SPC SC       -   193,734.90  2,172,701.94   iFT  1.00005047   +0 18 36.2
 CK5689;UTM  17      - 3,580,974.127   552,616.454   MT  0.99963414   +0 17 57.8
 CK5689
 CK5689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5689!SPC SC       -   1.00000450  x   1.00005047  =   1.00005497
 CK5689!UTM  17      -   1.00000450  x   0.99963414  =   0.99963864
 CK5689
 CK5689                          SUPERSEDED SURVEY CONTROL
 CK5689
 CK5689  NAD 83(1986)-  32 21 52.13672(N)    080 26 26.62898(W) AD(       ) 3
 CK5689  NGVD 29 (04/23/92)    3.606  (m)           11.83   (f) ADJUSTED    3 0
 CK5689
 CK5689.Superseded values are not recommended for survey control.
 CK5689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5689.See file dsdata.txt to determine how the superseded data were derived.
 CK5689
 CK5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5261680974(NAD 83)
 CK5689_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5689_SETTING: 0 = UNSPECIFIED SETTING
 CK5689_STAMPING: 1850 1988
 CK5689_MARK LOGO: SCCC  
 CK5689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5689+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5689
 CK5689  HISTORY     - Date     Condition        Report By
 CK5689  HISTORY     - 1988     MONUMENTED       SCCC
 CK5689
 CK5689                          STATION DESCRIPTION
 CK5689
 CK5689'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5689'THE STATION IS LOCATED ON HUNTING ISLAND.  FROM THE LIGHTHOUSE IN THE
 CK5689'STATE PARK, PROCEED ALONG THE SIDEWALK TO THE BEACH, GO WEST FOR 0.80
 CK5689'MILES ALONG THE BEACH TO THE STATION ON THE RIGHT LOCATED AT THE TOP
 CK5689'OF DUNES.  MARKER IS 5.2 FEET EAST NORTHEAST OF THE 4-INCH OAK TREE
 CK5689'AND 26.0 FEET SOUTH SOUTHEAST OF THE CORNER OF THE BOARDWALK.  MARK
 CK5689'IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5689'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5689'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5690 ***********************************************************************
 CK5690  DESIGNATION -  1860
 CK5690  PID         -  CK5690
 CK5690  STATE/COUNTY-  SC/BEAUFORT
 CK5690  USGS QUAD   -  FRIPPS INLET (1979)
 CK5690
 CK5690                         *CURRENT SURVEY CONTROL
 CK5690  ___________________________________________________________________
 CK5690* NAD 83(2001)-  32 21 33.86799(N)    080 26 34.94008(W)     ADJUSTED  
 CK5690* NAVD 88     -         3.785  (meters)      12.42   (feet)  ADJUSTED  
 CK5690  ___________________________________________________________________
 CK5690  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CK5690  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5690  DYNAMIC HT  -           3.781 (meters)      12.40  (feet)  COMP
 CK5690  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CK5690
 CK5690  HORZ ORDER  -  THIRD
 CK5690  VERT ORDER  -  THIRD
 CK5690
 CK5690.The horizontal coordinates were established by classical geodetic methods
 CK5690.and adjusted by the National Geodetic Survey in March 2004..
 CK5690
 CK5690.The orthometric height was determined by differential leveling
 CK5690.and adjusted by the National Geodetic Survey in April 1995..
 CK5690
 CK5690.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5690
 CK5690.The geoid height was determined by GEOID03.
 CK5690
 CK5690.The dynamic height is computed by dividing the NAVD 88
 CK5690.geopotential number by the normal gravity value computed on the
 CK5690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5690.degrees latitude (g = 980.6199 gals.).
 CK5690
 CK5690.The modeled gravity was interpolated from observed gravity values.
 CK5690
 CK5690;                    North         East     Units Scale Factor Converg.
 CK5690;SPC SC       -    58,486.785   662,025.170   MT  1.00005247   +0 18 31.6
 CK5690;SPC SC       -   191,885.78  2,171,998.59   iFT  1.00005247   +0 18 31.6
 CK5690;UTM  17      - 3,580,410.788   552,402.059   MT  0.99963386   +0 17 53.2
 CK5690
 CK5690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5690!SPC SC       -   1.00000443  x   1.00005247  =   1.00005690
 CK5690!UTM  17      -   1.00000443  x   0.99963386  =   0.99963829
 CK5690
 CK5690                          SUPERSEDED SURVEY CONTROL
 CK5690
 CK5690  NAD 83(1986)-  32 21 33.87844(N)    080 26 34.94455(W) AD(       ) 3
 CK5690  NGVD 29 (04/23/92)    4.067  (m)           13.34   (f) ADJUSTED    3 0
 CK5690
 CK5690.Superseded values are not recommended for survey control.
 CK5690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5690.See file dsdata.txt to determine how the superseded data were derived.
 CK5690
 CK5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5240280411(NAD 83)
 CK5690_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5690_SETTING: 0 = UNSPECIFIED SETTING
 CK5690_STAMPING: 1860 1988
 CK5690_MARK LOGO: SCCC  
 CK5690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5690+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5690
 CK5690  HISTORY     - Date     Condition        Report By
 CK5690  HISTORY     - 1988     MONUMENTED       SCCC
 CK5690
 CK5690                          STATION DESCRIPTION
 CK5690
 CK5690'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5690'THE STATION IS LOCATED ON HUNTING ISLAND.  FROM THE LIGHTHOUSE IN THE
 CK5690'STATE PARK, PROCEED ALONG THE SIDEWALK TO THE BEACH, GO WEST FOR 1.20
 CK5690'MILES ALONG THE BEACH TO THE STATION ON THE RIGHT LOCATED AT THE TOP
 CK5690'OF DUNES.  MARKER IS 4.5 FEET EAST SOUTHEAST OF THE PALMETTO TREE,
 CK5690'35.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 44.3
 CK5690'FEET WEST SOUTHWEST OF THE POWER POLE.  MARK IS PROJECTING 0.2 FEET
 CK5690'ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5690'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5690'PIPE SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5691 ***********************************************************************
 CK5691  DESIGNATION -  1870
 CK5691  PID         -  CK5691
 CK5691  STATE/COUNTY-  SC/BEAUFORT
 CK5691  USGS QUAD   -  FRIPPS INLET (1979)
 CK5691
 CK5691                         *CURRENT SURVEY CONTROL
 CK5691  ___________________________________________________________________
 CK5691* NAD 83(2001)-  32 21 15.31127(N)    080 26 43.79533(W)     ADJUSTED  
 CK5691* NAVD 88     -         5.378  (meters)      17.64   (feet)  ADJUSTED  
 CK5691  ___________________________________________________________________
 CK5691  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CK5691  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5691  DYNAMIC HT  -           5.372 (meters)      17.62  (feet)  COMP
 CK5691  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 CK5691
 CK5691  HORZ ORDER  -  THIRD
 CK5691  VERT ORDER  -  THIRD
 CK5691
 CK5691.The horizontal coordinates were established by classical geodetic methods
 CK5691.and adjusted by the National Geodetic Survey in March 2004..
 CK5691
 CK5691.The orthometric height was determined by differential leveling
 CK5691.and adjusted by the National Geodetic Survey in April 1995..
 CK5691
 CK5691.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5691
 CK5691.The geoid height was determined by GEOID03.
 CK5691
 CK5691.The dynamic height is computed by dividing the NAVD 88
 CK5691.geopotential number by the normal gravity value computed on the
 CK5691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5691.degrees latitude (g = 980.6199 gals.).
 CK5691
 CK5691.The modeled gravity was interpolated from observed gravity values.
 CK5691
 CK5691;                    North         East     Units Scale Factor Converg.
 CK5691;SPC SC       -    57,913.903   661,796.706   MT  1.00005451   +0 18 26.7
 CK5691;SPC SC       -   190,006.24  2,171,249.04   iFT  1.00005451   +0 18 26.7
 CK5691;UTM  17      - 3,579,838.189   552,173.584   MT  0.99963357   +0 17 48.3
 CK5691
 CK5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5691!SPC SC       -   1.00000418  x   1.00005451  =   1.00005869
 CK5691!UTM  17      -   1.00000418  x   0.99963357  =   0.99963775
 CK5691
 CK5691                          SUPERSEDED SURVEY CONTROL
 CK5691
 CK5691  NAD 83(1986)-  32 21 15.32171(N)    080 26 43.79962(W) AD(       ) 3
 CK5691  NGVD 29 (04/23/92)    5.660  (m)           18.57   (f) ADJUSTED    3 0
 CK5691
 CK5691.Superseded values are not recommended for survey control.
 CK5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5691.See file dsdata.txt to determine how the superseded data were derived.
 CK5691
 CK5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5217479838(NAD 83)
 CK5691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5691_SETTING: 0 = UNSPECIFIED SETTING
 CK5691_STAMPING: 1870 1988
 CK5691_MARK LOGO: SCCC  
 CK5691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5691+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5691
 CK5691  HISTORY     - Date     Condition        Report By
 CK5691  HISTORY     - 1988     MONUMENTED       SCCC
 CK5691
 CK5691                          STATION DESCRIPTION
 CK5691
 CK5691'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5691'THE STATION IS LOCATED ON HUNTING ISLAND.  FROM THE LIGHTHOUSE IN THE
 CK5691'STATE PARK, PROCEED ALONG THE SIDEWALK TO THE BEACH, GO WEST FOR 1.60
 CK5691'MILES ALONG THE BEACH TO THE STATION ON THE RIGHT LOCATED AT THE TOP
 CK5691'OF DUNES.  MARKER IS 100.5 FEET EAST SOUTHEAST OF THE SOUTHEAST
 CK5691'CORNER OF THE GREEN BLOCK HOUSE, 31.0 FEET SOUTHEAST OF THE PALMETTO
 CK5691'TREE AND 70.5 FEET SOUTHWEST OF THE 36-INCH LIVE OAK TREE.  MARK IS
 CK5691'PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5691'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5691'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5692 ***********************************************************************
 CK5692  DESIGNATION -  1880
 CK5692  PID         -  CK5692
 CK5692  STATE/COUNTY-  SC/BEAUFORT
 CK5692  USGS QUAD   -  FRIPPS INLET (1979)
 CK5692
 CK5692                         *CURRENT SURVEY CONTROL
 CK5692  ___________________________________________________________________
 CK5692* NAD 83(2001)-  32 20 58.29601(N)    080 26 51.57343(W)     ADJUSTED  
 CK5692* NAVD 88     -         6.372  (meters)      20.91   (feet)  ADJUSTED  
 CK5692  ___________________________________________________________________
 CK5692  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CK5692  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5692  DYNAMIC HT  -           6.365 (meters)      20.88  (feet)  COMP
 CK5692  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CK5692
 CK5692  HORZ ORDER  -  THIRD
 CK5692  VERT ORDER  -  THIRD
 CK5692
 CK5692.The horizontal coordinates were established by classical geodetic methods
 CK5692.and adjusted by the National Geodetic Survey in March 2004..
 CK5692
 CK5692.The orthometric height was determined by differential leveling
 CK5692.and adjusted by the National Geodetic Survey in April 1995..
 CK5692
 CK5692.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5692
 CK5692.The geoid height was determined by GEOID03.
 CK5692
 CK5692.The dynamic height is computed by dividing the NAVD 88
 CK5692.geopotential number by the normal gravity value computed on the
 CK5692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5692.degrees latitude (g = 980.6199 gals.).
 CK5692
 CK5692.The modeled gravity was interpolated from observed gravity values.
 CK5692
 CK5692;                    North         East     Units Scale Factor Converg.
 CK5692;SPC SC       -    57,388.661   661,596.127   MT  1.00005638   +0 18 22.4
 CK5692;SPC SC       -   188,283.01  2,170,590.97   iFT  1.00005638   +0 18 22.4
 CK5692;UTM  17      - 3,579,313.206   551,972.993   MT  0.99963331   +0 17 44.0
 CK5692
 CK5692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5692!SPC SC       -   1.00000402  x   1.00005638  =   1.00006040
 CK5692!UTM  17      -   1.00000402  x   0.99963331  =   0.99963733
 CK5692
 CK5692                          SUPERSEDED SURVEY CONTROL
 CK5692
 CK5692  NAD 83(1986)-  32 20 58.30637(N)    080 26 51.57759(W) AD(       ) 3
 CK5692  NGVD 29 (04/23/92)    6.654  (m)           21.83   (f) ADJUSTED    3 0
 CK5692
 CK5692.Superseded values are not recommended for survey control.
 CK5692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5692.See file dsdata.txt to determine how the superseded data were derived.
 CK5692
 CK5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5197379313(NAD 83)
 CK5692_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5692_SETTING: 0 = UNSPECIFIED SETTING
 CK5692_STAMPING: 1880 1988
 CK5692_MARK LOGO: SCCC  
 CK5692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5692+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5692
 CK5692  HISTORY     - Date     Condition        Report By
 CK5692  HISTORY     - 1988     MONUMENTED       SCCC
 CK5692
 CK5692                          STATION DESCRIPTION
 CK5692
 CK5692'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5692'THE STATION IS LOCATED ON HUNTING ISLAND.  FROM THE LIGHTHOUSE IN THE
 CK5692'STATE PARK, PROCEED ALONG THE SIDEWALK TO THE BEACH, GO WEST FOR 1.95
 CK5692'MILES ALONG THE BEACH TO THE STATION ON THE RIGHT LOCATED AT THE TOP
 CK5692'OF DUNES.  MARKER IS 64.6 FEET SOUTHEAST OF THE PALM TREE AND 22.5
 CK5692'FEET SOUTHWEST OF THE PALMETTO TREE.  MARK IS PROJECTING 0.3 FEET
 CK5692'ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5692'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5692'PIPE SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5693 ***********************************************************************
 CK5693  DESIGNATION -  1890
 CK5693  PID         -  CK5693
 CK5693  STATE/COUNTY-  SC/BEAUFORT
 CK5693  USGS QUAD   -  FRIPPS INLET (1979)
 CK5693
 CK5693                         *CURRENT SURVEY CONTROL
 CK5693  ___________________________________________________________________
 CK5693* NAD 83(2001)-  32 20 42.24631(N)    080 26 58.47187(W)     ADJUSTED  
 CK5693* NAVD 88     -         4.180  (meters)      13.71   (feet)  ADJUSTED  
 CK5693  ___________________________________________________________________
 CK5693  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CK5693  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5693  DYNAMIC HT  -           4.175 (meters)      13.70  (feet)  COMP
 CK5693  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 CK5693
 CK5693  HORZ ORDER  -  THIRD
 CK5693  VERT ORDER  -  THIRD
 CK5693
 CK5693.The horizontal coordinates were established by classical geodetic methods
 CK5693.and adjusted by the National Geodetic Survey in March 2004..
 CK5693
 CK5693.The orthometric height was determined by differential leveling
 CK5693.and adjusted by the National Geodetic Survey in April 1995..
 CK5693
 CK5693.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5693
 CK5693.The geoid height was determined by GEOID03.
 CK5693
 CK5693.The dynamic height is computed by dividing the NAVD 88
 CK5693.geopotential number by the normal gravity value computed on the
 CK5693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5693.degrees latitude (g = 980.6199 gals.).
 CK5693
 CK5693.The modeled gravity was interpolated from observed gravity values.
 CK5693
 CK5693;                    North         East     Units Scale Factor Converg.
 CK5693;SPC SC       -    56,893.289   661,418.372   MT  1.00005815   +0 18 18.6
 CK5693;SPC SC       -   186,657.77  2,170,007.78   iFT  1.00005815   +0 18 18.6
 CK5693;UTM  17      - 3,578,818.077   551,795.221   MT  0.99963308   +0 17 40.2
 CK5693
 CK5693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5693!SPC SC       -   1.00000437  x   1.00005815  =   1.00006252
 CK5693!UTM  17      -   1.00000437  x   0.99963308  =   0.99963744
 CK5693
 CK5693                          SUPERSEDED SURVEY CONTROL
 CK5693
 CK5693  NAD 83(1986)-  32 20 42.25661(N)    080 26 58.47596(W) AD(       ) 3
 CK5693  NGVD 29 (04/23/92)    4.462  (m)           14.64   (f) ADJUSTED    3 0
 CK5693
 CK5693.Superseded values are not recommended for survey control.
 CK5693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5693.See file dsdata.txt to determine how the superseded data were derived.
 CK5693
 CK5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5179578818(NAD 83)
 CK5693_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5693_SETTING: 0 = UNSPECIFIED SETTING
 CK5693_STAMPING: 1890 1988
 CK5693_MARK LOGO: SCCC  
 CK5693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5693+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5693
 CK5693  HISTORY     - Date     Condition        Report By
 CK5693  HISTORY     - 1988     MONUMENTED       SCCC
 CK5693
 CK5693                          STATION DESCRIPTION
 CK5693
 CK5693'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5693'THE STATION IS LOCATED ON HUNTING ISLAND.  FROM THE LIGHTHOUSE IN THE
 CK5693'STATE PARK, PROCEED ALONG THE SIDEWALK TO THE BEACH, GO WEST FOR 2.30
 CK5693'MILES ALONG THE BEACH TO THE STATION ON THE RIGHT LOCATED AT THE TOP
 CK5693'OF DUNES.  MARKER IS 27.7 FEET NORTHEAST OF THE PALMETTO TREE, 11.5
 CK5693'FEET SOUTH SOUTHWEST OF THE PALM TREE AND 16.5 FEET NORTH NORTHEAST
 CK5693'OF THE PALM TREE.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF
 CK5693'THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC
 CK5693'PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY
 CK5693'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5694 ***********************************************************************
 CK5694  DESIGNATION -  1895
 CK5694  PID         -  CK5694
 CK5694  STATE/COUNTY-  SC/BEAUFORT
 CK5694  USGS QUAD   -  FRIPPS INLET (1979)
 CK5694
 CK5694                         *CURRENT SURVEY CONTROL
 CK5694  ___________________________________________________________________
 CK5694* NAD 83(2001)-  32 20 28.12010(N)    080 27 06.53114(W)     ADJUSTED  
 CK5694* NAVD 88     -         3.352  (meters)      11.00   (feet)  ADJUSTED  
 CK5694  ___________________________________________________________________
 CK5694  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CK5694  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5694  DYNAMIC HT  -           3.348 (meters)      10.98  (feet)  COMP
 CK5694  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CK5694
 CK5694  HORZ ORDER  -  THIRD
 CK5694  VERT ORDER  -  THIRD
 CK5694
 CK5694.The horizontal coordinates were established by classical geodetic methods
 CK5694.and adjusted by the National Geodetic Survey in March 2004..
 CK5694
 CK5694.The orthometric height was determined by differential leveling
 CK5694.and adjusted by the National Geodetic Survey in April 1995..
 CK5694
 CK5694.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5694
 CK5694.The geoid height was determined by GEOID03.
 CK5694
 CK5694.The dynamic height is computed by dividing the NAVD 88
 CK5694.geopotential number by the normal gravity value computed on the
 CK5694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5694.degrees latitude (g = 980.6199 gals.).
 CK5694
 CK5694.The modeled gravity was interpolated from observed gravity values.
 CK5694
 CK5694;                    North         East     Units Scale Factor Converg.
 CK5694;SPC SC       -    56,457.012   661,209.927   MT  1.00005972   +0 18 14.1
 CK5694;SPC SC       -   185,226.42  2,169,323.91   iFT  1.00005972   +0 18 14.1
 CK5694;UTM  17      - 3,578,382.025   551,586.783   MT  0.99963282   +0 17 35.7
 CK5694
 CK5694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5694!SPC SC       -   1.00000450  x   1.00005972  =   1.00006422
 CK5694!UTM  17      -   1.00000450  x   0.99963282  =   0.99963731
 CK5694
 CK5694                          SUPERSEDED SURVEY CONTROL
 CK5694
 CK5694  NAD 83(1986)-  32 20 28.13037(N)    080 27 06.53525(W) AD(       ) 3
 CK5694  NGVD 29 (04/23/92)    3.634  (m)           11.92   (f) ADJUSTED    3 0
 CK5694
 CK5694.Superseded values are not recommended for survey control.
 CK5694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5694.See file dsdata.txt to determine how the superseded data were derived.
 CK5694
 CK5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5158778382(NAD 83)
 CK5694_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5694_SETTING: 0 = UNSPECIFIED SETTING
 CK5694_STAMPING: 1895 1988
 CK5694_MARK LOGO: SCCC  
 CK5694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5694+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5694
 CK5694  HISTORY     - Date     Condition        Report By
 CK5694  HISTORY     - 1988     MONUMENTED       SCCC
 CK5694
 CK5694                          STATION DESCRIPTION
 CK5694
 CK5694'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5694'THE STATION IS LOCATED ON HUNTING ISLAND.  FROM THE LIGHTHOUSE IN THE
 CK5694'STATE PARK, PROCEED ALONG THE SIDEWALK TO THE BEACH, GO WEST FOR 2.60
 CK5694'MILES ALONG THE BEACH TO THE STATION ON THE RIGHT LOCATED AT THE TOP
 CK5694'OF DUNES.  MARKER IS 47.0 FEET NORTHEAST OF THE PALM TREE, 28.2 FEET
 CK5694'SOUTHEAST OF THE PALM TREE AND 27.3 FEET SOUTH SOUTHEAST OF THE PALM
 CK5694'TREE.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5694'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5694'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0239 ***********************************************************************
 DD0239  DESIGNATION -  19
 DD0239  PID         -  DD0239
 DD0239  STATE/COUNTY-  SC/GEORGETOWN
 DD0239  USGS QUAD   -  PLANTERSVILLE (1973)
 DD0239
 DD0239                         *CURRENT SURVEY CONTROL
 DD0239  ___________________________________________________________________
 DD0239* NAD 83(1986)-  33 31 22.     (N)    079 14 39.     (W)     SCALED    
 DD0239* NAVD 88     -         5.838  (meters)      19.15   (feet)  POSTED    
 DD0239  ___________________________________________________________________
 DD0239  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DD0239  DYNAMIC HT  -           5.830 (meters)      19.13  (feet)  COMP
 DD0239  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DD0239
 DD0239  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DD0239
 DD0239.The horizontal coordinates were scaled from a topographic map and have
 DD0239.an estimated accuracy of +/- 6 seconds.
 DD0239
 DD0239.The orthometric height was determined by differential leveling
 DD0239.and adjusted by the National Geodetic Survey in 1992..
 DD0239.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DD0239.rate of 2.1 thru 3.0 mm/km.
 DD0239
 DD0239.The geoid height was determined by GEOID03.
 DD0239
 DD0239.The dynamic height is computed by dividing the NAVD 88
 DD0239.geopotential number by the normal gravity value computed on the
 DD0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0239.degrees latitude (g = 980.6199 gals.).
 DD0239
 DD0239.The modeled gravity was interpolated from observed gravity values.
 DD0239
 DD0239;                    North         East    Units  Estimated Accuracy
 DD0239;SPC SC       -   188,740.      772,670.      MT  (+/- 180 meters Scaled)
 DD0239
 DD0239                          SUPERSEDED SURVEY CONTROL
 DD0239
 DD0239  NGVD 29 (??/??/92)    6.156  (m)           20.20   (f) ADJ UNCH    1 2
 DD0239
 DD0239.Superseded values are not recommended for survey control.
 DD0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0239.See file dsdata.txt to determine how the superseded data were derived.
 DD0239
 DD0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT630106(NAD 83)
 DD0239_MARKER: N = NAIL
 DD0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0239_SP_SET: TREE
 DD0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0239
 DD0239  HISTORY     - Date     Condition        Report By
 DD0239  HISTORY     - UNK      MONUMENTED       SCHD
 DD0239  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0239  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 DD0239
 DD0239                          STATION DESCRIPTION
 DD0239
 DD0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0239'11.2 MI N FROM GEORGETOWN.
 DD0239'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 DD0239'THIS DATE.  11.2 MILES NORTH ALONG U.S. HIGHWAY 701 FROM GEORGETOWN,
 DD0239'GEORGETOWN COUNTY, OPPOSITE HIGHWAY STATION 175, 60 FEET EAST
 DD0239'OF THE EAST EDGE OF THE HIGHWAY, IN THE ROOT OF A 15-INCH PINE
 DD0239'TREE, WITNESSED BY A WOODEN ARROW PAINTED SCHD 19, AND LEVEL
 DD0239'WITH THE HIGHWAY.
 DD0239
 DD0239                          STATION RECOVERY (1994)
 DD0239
 DD0239'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1520 ***********************************************************************
 CK1520  DESIGNATION -  19
 CK1520  PID         -  CK1520
 CK1520  STATE/COUNTY-  SC/CHARLESTON
 CK1520  USGS QUAD   -  JOHNS ISLAND (1979)
 CK1520
 CK1520                         *CURRENT SURVEY CONTROL
 CK1520  ___________________________________________________________________
 CK1520* NAD 83(1986)-  32 50 33.     (N)    080 03 17.     (W)     SCALED    
 CK1520* NAVD 88     -         5.503  (meters)      18.05   (feet)  POSTED    
 CK1520  ___________________________________________________________________
 CK1520  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CK1520  DYNAMIC HT  -           5.500 (meters)      18.04  (feet)  COMP
 CK1520  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CK1520
 CK1520  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CK1520
 CK1520.The horizontal coordinates were scaled from a topographic map and have
 CK1520.an estimated accuracy of +/- 6 seconds.
 CK1520
 CK1520.The orthometric height was determined by differential leveling
 CK1520.and adjusted by the National Geodetic Survey in 1992..
 CK1520.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CK1520.rate of 1.1 thru 2.0 mm/km.
 CK1520
 CK1520.The geoid height was determined by GEOID03.
 CK1520
 CK1520.The dynamic height is computed by dividing the NAVD 88
 CK1520.geopotential number by the normal gravity value computed on the
 CK1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1520.degrees latitude (g = 980.6199 gals.).
 CK1520
 CK1520.The modeled gravity was interpolated from observed gravity values.
 CK1520
 CK1520;                    North         East    Units  Estimated Accuracy
 CK1520;SPC SC       -   112,320.      698,090.      MT  (+/- 180 meters Scaled)
 CK1520
 CK1520                          SUPERSEDED SURVEY CONTROL
 CK1520
 CK1520  NGVD 29 (??/??/92)    5.829  (m)           19.12   (f) ADJ UNCH    1 2
 CK1520
 CK1520.Superseded values are not recommended for survey control.
 CK1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1520.See file dsdata.txt to determine how the superseded data were derived.
 CK1520
 CK1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS884342(NAD 83)
 CK1520_MARKER: Z = SEE DESCRIPTION
 CK1520_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1520_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1520_STAMPING: ELEV 19
 CK1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1520
 CK1520  HISTORY     - Date     Condition        Report By
 CK1520  HISTORY     - UNK      MONUMENTED       USGS
 CK1520  HISTORY     - 1933     GOOD             NGS
 CK1520
 CK1520                          STATION DESCRIPTION
 CK1520
 CK1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CK1520'10.3 MI W FROM CHARLESTON.
 CK1520'IN TOP OF IRON PIPE, 40 FT. EAST OF CENTER LINE OF NORTHBOUND
 CK1520'MAIN TRACK, 400 FT. NORTH OF GRADE CORSSING OF S.C. HIGHWAY
 CK1520'NO. 61, 2 FT. BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2945 ***********************************************************************
 CK2945  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2945  DESIGNATION -  19
 CK2945  PID         -  CK2945
 CK2945  STATE/COUNTY-  SC/COLLETON
 CK2945  USGS QUAD   -  WHITE HALL (1988)
 CK2945
 CK2945                         *CURRENT SURVEY CONTROL
 CK2945  ___________________________________________________________________
 CK2945* NAD 83(1986)-  32 41 17.     (N)    080 43 59.     (W)     SCALED    
 CK2945* NAVD 88     -         5.372  (meters)      17.62   (feet)  ADJUSTED  
 CK2945  ___________________________________________________________________
 CK2945  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2945  DYNAMIC HT  -           5.366 (meters)      17.61  (feet)  COMP
 CK2945  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CK2945
 CK2945  VERT ORDER  -  FIRST     CLASS II
 CK2945
 CK2945.The horizontal coordinates were scaled from a topographic map and have
 CK2945.an estimated accuracy of +/- 6 seconds.
 CK2945
 CK2945.The orthometric height was determined by differential leveling
 CK2945.and adjusted by the National Geodetic Survey in June 1991..
 CK2945
 CK2945.This Tidal Bench Mark is designated as VM 10590
 CK2945.by the Center for Operational Oceanographic Products and Services.
 CK2945
 CK2945.The geoid height was determined by GEOID03.
 CK2945
 CK2945.The dynamic height is computed by dividing the NAVD 88
 CK2945.geopotential number by the normal gravity value computed on the
 CK2945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2945.degrees latitude (g = 980.6199 gals.).
 CK2945
 CK2945.The modeled gravity was interpolated from observed gravity values.
 CK2945
 CK2945;                    North         East    Units  Estimated Accuracy
 CK2945;SPC SC       -    94,820.      634,630.      MT  (+/- 180 meters Scaled)
 CK2945
 CK2945                          SUPERSEDED SURVEY CONTROL
 CK2945
 CK2945  NGVD 29 (03/21/89)    5.648  (m)           18.53   (f) ADJUSTED    1 2
 CK2945
 CK2945.Superseded values are not recommended for survey control.
 CK2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2945.See file dsdata.txt to determine how the superseded data were derived.
 CK2945
 CK2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS250167(NAD 83)
 CK2945_MARKER: DD = SURVEY DISK
 CK2945_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CK2945_SP_SET: GALVANIZED STEEL PIPE
 CK2945_STAMPING: 19 1917
 CK2945_MARK LOGO: USGS  
 CK2945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2945+STABILITY: SURFACE MOTION
 CK2945
 CK2945  HISTORY     - Date     Condition        Report By
 CK2945  HISTORY     - 1917     MONUMENTED       USGS
 CK2945  HISTORY     - 1983     GOOD             SCGS
 CK2945  HISTORY     - 20050919 MARK NOT FOUND   SCGS
 CK2945
 CK2945                          STATION DESCRIPTION
 CK2945
 CK2945'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2945'10.9 KM (6.8 MI) WEST FROM GREEN POND.
 CK2945'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2945'POST OFFICE IN GREEN POND, THENCE 4.25 KILOMETERS (2.65 MILES)
 CK2945'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.4 MILES)
 CK2945'NORTH ALONG COUNTY ROAD S-15-119, THENCE 5.7 KILOMETERS (3.55 MILES)
 CK2945'WEST ALONG COUNTY ROAD S-15-66, SET IN FRONT OF A FOUR-FOOT HIGH BRICK
 CK2945'WALL IN THE SOUTHWEST ANGLE OF THE ENTRANCE ROAD TO BLUFF PLANTATION,
 CK2945'18.0 METERS (59.0 FEET) WEST OF A TELEPHONE JUNCTION BOX NUMBER
 CK2945'B-32-14, 10.4 METERS (34.0 FEET) SOUTH OF THE CENTERLINE OF COUNTY
 CK2945'ROAD S-15-66, 5.5 METERS (17.9 FEET) WEST OF THE APPROXIMATE CENTER OF
 CK2945'THE SAND ROAD, 1.0 METER (3.5 FEET) NORTH OF THE BRICK WALL.  A USGS
 CK2945'CAP BOLTED TO A PIPE SURROUNDED BY CONCRETE.
 CK2945
 CK2945                          STATION RECOVERY (2005)
 CK2945
 CK2945'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005
 CK2945'COORDINATES AND DESCRIPTION LED TO THE PIPE DESCRIBED WITH RIVETS BUT
 CK2945'NO PIPE CAP, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1819 ***********************************************************************
 AB1819  DESIGNATION -  19 001
 AB1819  PID         -  AB1819
 AB1819  STATE/COUNTY-  SC/EDGEFIELD
 AB1819  USGS QUAD   -  TRENTON (1982)
 AB1819
 AB1819                         *CURRENT SURVEY CONTROL
 AB1819  ___________________________________________________________________
 AB1819* NAD 83(2001)-  33 44 07.35366(N)    081 51 21.39374(W)     ADJUSTED  
 AB1819* NAVD 88     -       190.895  (meters)     626.29   (feet)  ADJUSTED  
 AB1819  ___________________________________________________________________
 AB1819  X           -     752,192.182 (meters)                     COMP
 AB1819  Y           -  -5,256,200.678 (meters)                     COMP
 AB1819  Z           -   3,522,164.134 (meters)                     COMP
 AB1819  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AB1819  ELLIP HEIGHT-         160.93  (meters)          (05/19/05) GPS OBS
 AB1819  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 AB1819  DYNAMIC HT  -         190.694 (meters)     625.64  (feet)  COMP
 AB1819  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 AB1819
 AB1819  HORZ ORDER  -  FIRST
 AB1819  VERT ORDER  -  FIRST     CLASS II
 AB1819  ELLP ORDER  -  FOURTH    CLASS I
 AB1819
 AB1819.The horizontal coordinates were established by GPS observations
 AB1819.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1819
 AB1819.The orthometric height was determined by differential leveling
 AB1819.and adjusted by the National Geodetic Survey in September 1998..
 AB1819
 AB1819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1819
 AB1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1819
 AB1819.The ellipsoidal height was determined by GPS observations
 AB1819.and is referenced to NAD 83.
 AB1819
 AB1819.The geoid height was determined by GEOID03.
 AB1819
 AB1819.The dynamic height is computed by dividing the NAVD 88
 AB1819.geopotential number by the normal gravity value computed on the
 AB1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1819.degrees latitude (g = 980.6199 gals.).
 AB1819
 AB1819.The modeled gravity was interpolated from observed gravity values.
 AB1819
 AB1819;                    North         East     Units Scale Factor Converg.
 AB1819;SPC SC       -   211,257.186   530,296.777   MT  0.99979432   -0 28 28.3
 AB1819;SPC SC       -   693,101.00  1,739,818.82   iFT  0.99979432   -0 28 28.3
 AB1819;UTM  17      - 3,733,144.555   420,710.144   MT  0.99967750   -0 28 31.4
 AB1819
 AB1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1819!SPC SC       -   0.99997474  x   0.99979432  =   0.99976906
 AB1819!UTM  17      -   0.99997474  x   0.99967750  =   0.99965224
 AB1819
 AB1819                          SUPERSEDED SURVEY CONTROL
 AB1819
 AB1819  NAVD 88 (05/19/05)  190.90   (m)          626.3    (f) LEVELING    3  
 AB1819
 AB1819.Superseded values are not recommended for survey control.
 AB1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1819.See file dsdata.txt to determine how the superseded data were derived.
 AB1819
 AB1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2071033145(NAD 83)
 AB1819_MARKER: DD = SURVEY DISK
 AB1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1819_STAMPING: 19 001 1993
 AB1819_MARK LOGO: SCGS  
 AB1819_PROJECTION: FLUSH
 AB1819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1819+STABILITY: SURFACE MOTION
 AB1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1819+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 AB1819
 AB1819  HISTORY     - Date     Condition        Report By
 AB1819  HISTORY     - 1993     MONUMENTED       SCGS
 AB1819  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 AB1819  HISTORY     - 20041004 GOOD             SCGS
 AB1819
 AB1819                          STATION DESCRIPTION
 AB1819
 AB1819'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AB1819'STATION IS LOCATED NEAR THE WEST CORNER OF A LARGE STONE WITH A
 AB1819'HISTORICAL PLAQUE ATTACHED IN THE WEST ANGLE OF THE JUNCTION OF STATE
 AB1819'HIGHWAYS 19, 121 AND U.S.  HIGHWAY 25, 5.7 MILES (9.2 KM) SOUTHEAST OF
 AB1819'EDGEFIELD.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AB1819'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE
 AB1819'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAYS, 2.1 FEET (0.6
 AB1819'M) WEST NORTHWEST OF THE WEST CORNER OF THE STONE MARKER, 56.3 FEET
 AB1819'(17.2 M) SOUTHWEST OF THE CENTER OF HIGHWAY 25, 14.7 FEET (4.5 M)
 AB1819'SOUTHEAST OF A POWER POLE WITH AN ELECTRIC METER, A TRAFFIC CONTROL
 AB1819'BOX AND TWO GUY WIRES, 37.0 FEET (11.3 M) WEST NORTHWEST OF THE CENTER
 AB1819'OF HIGHWAYS 25 AND 121 SOUTH, 14.2 FEET (4.3 M) SOUTHEAST OF A WITNESS
 AB1819'POST.  DESCRIBED BY T.  HALL.
 AB1819
 AB1819                          STATION RECOVERY (2001)
 AB1819
 AB1819'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1819'THE DESCRIPTION IS POOR. MARKER NOW INSIDE PRIVATE FENCE.
 AB1819
 AB1819                          STATION RECOVERY (2004)
 AB1819
 AB1819'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1819'STATION IS LOCATED NEAR THE WEST CORNER OF A LARGE STONE WITH A
 AB1819'HISTORICAL PLAQUE  ATTACHED IN THE WEST ANGLE OF THE JUNCTION OF STATE
 AB1819'HIGHWAYS 19, 121 AND U.S. HIGHWAY  25, 5.6 MILES SOUTHEAST OF
 AB1819'EDGEFIELD, 7.4 MILES SOUTH SOUTHWEST OF JOHNSTON.  OWNERSHIP--SCDOT,
 AB1819'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1819'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1819'LEVEL WITH THE HIGHWAY, 56.5  FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 AB1819'25, 37.0 FEET WEST NORTHWEST OF THE CENTER  OF HIGHWAYS 25 AND 121
 AB1819'SOUTH, 10.0 FEET SOUTHEAST OF A METAL TRAFFIC POLE WITH A  METER,
 AB1819'TRAFFIC CONTROL BOX AND SUPPORTING TRAFFIC LIGHTS, 2.0 FEET NORTHWEST
 AB1819'OF THE  WEST CORNER OF THE LARGE STONE. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1818 ***********************************************************************
 AB1818  DESIGNATION -  19 002
 AB1818  PID         -  AB1818
 AB1818  STATE/COUNTY-  SC/EDGEFIELD
 AB1818  USGS QUAD   -  TRENTON (1982)
 AB1818
 AB1818                         *CURRENT SURVEY CONTROL
 AB1818  ___________________________________________________________________
 AB1818* NAD 83(1986)-  33 44 43.     (N)    081 52 16.     (W)     SCALED    
 AB1818* NAVD 88     -       194.248  (meters)     637.30   (feet)  ADJUSTED  
 AB1818  ___________________________________________________________________
 AB1818  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AB1818  DYNAMIC HT  -         194.045 (meters)     636.63  (feet)  COMP
 AB1818  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 AB1818
 AB1818  VERT ORDER  -  FIRST     CLASS II
 AB1818
 AB1818.The horizontal coordinates were scaled from a topographic map and have
 AB1818.an estimated accuracy of +/- 6 seconds.
 AB1818
 AB1818.The orthometric height was determined by differential leveling
 AB1818.and adjusted by the National Geodetic Survey in September 1998..
 AB1818
 AB1818.The geoid height was determined by GEOID03.
 AB1818
 AB1818.The dynamic height is computed by dividing the NAVD 88
 AB1818.geopotential number by the normal gravity value computed on the
 AB1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1818.degrees latitude (g = 980.6199 gals.).
 AB1818
 AB1818.The modeled gravity was interpolated from observed gravity values.
 AB1818
 AB1818;                    North         East    Units  Estimated Accuracy
 AB1818;SPC SC       -   212,370.      528,900.      MT  (+/- 180 meters Scaled)
 AB1818
 AB1818                          SUPERSEDED SURVEY CONTROL
 AB1818
 AB1818.No superseded survey control is available for this station.
 AB1818
 AB1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT193342(NAD 83)
 AB1818_MARKER: DD = SURVEY DISK
 AB1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1818_STAMPING: 19 002 1993
 AB1818_MARK LOGO: SCGS  
 AB1818_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1818+STABILITY: SURFACE MOTION
 AB1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1818+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB1818
 AB1818  HISTORY     - Date     Condition        Report By
 AB1818  HISTORY     - 1993     MONUMENTED       SCGS
 AB1818  HISTORY     - 20041004 MARK NOT FOUND   SCGS
 AB1818
 AB1818                          STATION DESCRIPTION
 AB1818
 AB1818'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AB1818'STATION IS LOCATED 4.5 MILES (7.2 KM) SOUTHEAST OF EDGEFIELD.
 AB1818'OWNERSHIP--CLYDE JACKSON III, PHONE 803-275-2624.  TO REACH THE
 AB1818'STATION FROM THE JUNCTION OF STATE HIGHWAYS 19, 121 AND U.S.  HIGHWAY
 AB1818'25, 5.7 MILES (9.2 KM) SOUTHEAST OF EDGEFIELD, GO NORTHWEST ON HIGHWAY
 AB1818'25 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 176, CONTINUE
 AB1818'ON HIGHWAY 25 FOR 0.2 MILE (0.3 KM) TO A FIELD ACCESS ROAD RIGHT AT A
 AB1818'SMALL PUMP STATION AND A POND AND THE STATION NEAR A GATE POST.
 AB1818'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AB1818'CM) ABOVE THE HIGHWAY, 27.9 FEET (8.5 M) NORTHWEST OF A POWER LINE
 AB1818'STUB POLE WITH AN ELECTRIC METER ATTACHED, 49.9 FEET (15.2 M)
 AB1818'NORTHEAST OF THE CENTER OF THE HIGHWAY, 2.9 FEET (0.9 M) SOUTH OF THE
 AB1818'EAST ONE OF TWO WOODEN GATE POSTS, 31.4 FEET (9.6 M) NORTH OF A POWER
 AB1818'POLE NUMBER 369053 WITH A TRANSFORMER AND A GUY WIRE, 24.6 FEET (7.5
 AB1818'M) NORTH OF A TELEPHONE JUNCTION BOX NUMBER 7/267, 30.5 FEET (9.3 M)
 AB1818'NORTHWEST OF THE WEST CORNER OF A PUMP SHED, 2.2 FEET (0.7 M)
 AB1818'SOUTHWEST OF A WITNESS POST.  DESCRIBED BY T.  HALL.
 AB1818
 AB1818                          STATION RECOVERY (2004)
 AB1818
 AB1818'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1818'NOT RECOVERED, SEARCHED AREA 20 MINUTES WITH NO RESULTS, PULLED TAPE
 AB1818'FROM AVAILABLE  MEASUREMENTS, AREA HAS CHANGED. RECOVERY BY J.B.
 AB1818'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1817 ***********************************************************************
 AB1817  DESIGNATION -  19 003
 AB1817  PID         -  AB1817
 AB1817  STATE/COUNTY-  SC/EDGEFIELD
 AB1817  USGS QUAD   -  EDGEFIELD (1982)
 AB1817
 AB1817                         *CURRENT SURVEY CONTROL
 AB1817  ___________________________________________________________________
 AB1817* NAD 83(1986)-  33 45 19.     (N)    081 53 20.     (W)     SCALED    
 AB1817* NAVD 88     -       185.048  (meters)     607.11   (feet)  ADJUSTED  
 AB1817  ___________________________________________________________________
 AB1817  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 AB1817  DYNAMIC HT  -         184.854 (meters)     606.48  (feet)  COMP
 AB1817  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 AB1817
 AB1817  VERT ORDER  -  FIRST     CLASS II
 AB1817
 AB1817.The horizontal coordinates were scaled from a topographic map and have
 AB1817.an estimated accuracy of +/- 6 seconds.
 AB1817
 AB1817.The orthometric height was determined by differential leveling
 AB1817.and adjusted by the National Geodetic Survey in September 1998..
 AB1817
 AB1817.The geoid height was determined by GEOID03.
 AB1817
 AB1817.The dynamic height is computed by dividing the NAVD 88
 AB1817.geopotential number by the normal gravity value computed on the
 AB1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1817.degrees latitude (g = 980.6199 gals.).
 AB1817
 AB1817.The modeled gravity was interpolated from observed gravity values.
 AB1817
 AB1817;                    North         East    Units  Estimated Accuracy
 AB1817;SPC SC       -   213,490.      527,260.      MT  (+/- 180 meters Scaled)
 AB1817
 AB1817                          SUPERSEDED SURVEY CONTROL
 AB1817
 AB1817.No superseded survey control is available for this station.
 AB1817
 AB1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT176353(NAD 83)
 AB1817_MARKER: DD = SURVEY DISK
 AB1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1817_STAMPING: 19 003 1994
 AB1817_MARK LOGO: SCGS  
 AB1817_PROJECTION: RECESSED 15 CENTIMETERS
 AB1817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1817+STABILITY: SURFACE MOTION
 AB1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1817+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 AB1817
 AB1817  HISTORY     - Date     Condition        Report By
 AB1817  HISTORY     - 1994     MONUMENTED       SCGS
 AB1817  HISTORY     - 20010711 GOOD             USPSQD
 AB1817  HISTORY     - 20041004 GOOD             SCGS
 AB1817
 AB1817                          STATION DESCRIPTION
 AB1817
 AB1817'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1817'STATION IS LOCATED 3.35 MILES (5.39 KM) SOUTHEAST OF EDGEFIELD.
 AB1817'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1817'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1817'JUNCTION OF STATE HIGHWAYS 19, 121 AND U.S.  HIGHWAY 25, 5.7 MILES
 AB1817'(9.2 KM) SOUTHEAST OF EDGEFIELD, GO NORTHWEST ON HIGHWAY 25 FOR 2.35
 AB1817'MILES (3.78 KM) TO THE JUNCTION OF STATE ROAD 461 (LLOYD ROAD) , TURN
 AB1817'LEFT ON ROAD 461 FOR 0.1 MILE (0.2 KM) TO THE STATION NEAR A GATE POST
 AB1817'FOR A FIELD ACCESS ROAD ON THE RIGHT.  STATION IS A CONCRETE POST
 AB1817'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE ROAD, 32.2 FEET
 AB1817'(9.8 M) NORTHWEST OF THE CENTER OF THE ROAD, 2.0 FEET (0.6 M) SOUTH
 AB1817'SOUTHEAST OF A BARBED WIRE FENCE LINE, 3.3 FEET (1.0 M) EAST NORTHEAST
 AB1817'OF THE NORTHEAST GATE POST WITH A SCGS REFERENCE WASHER ATTACHED, 6.6
 AB1817'FEET (2.0 M) WEST OF THE NORTHEAST END OF A 1.2-FOOT CONCRETE PIPE
 AB1817'CULVERT BENEATH THE ACCESS ROAD, 1.9 FEET (0.6 M) SOUTH OF A WITNESS
 AB1817'POST.  DESCRIBED BY R.W ROBERTS.
 AB1817
 AB1817                          STATION RECOVERY (2001)
 AB1817
 AB1817'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1817'RECOVERED IN GOOD CONDITION.
 AB1817
 AB1817                          STATION RECOVERY (2004)
 AB1817
 AB1817'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1817'STATION IS LOCATED 3.2 MILES SOUTHEAST OF EDGEFIELD. OWNERSHIP--SCDOT,
 AB1817'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1817'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB1817'19, 121 AND U.S. HIGHWAY 25,  5.6  MILES SOUTHEAST OF EDGEFIELD, GO
 AB1817'NORTHWEST ON HIGHWAY 25 FOR 2.35 MILES TO THE  JUNCTION OF STATE ROAD
 AB1817'176 (LLOYD ROAD), TURN LEFT ON ROAD 176 FOR 0.05 MILE TO  THE STATION
 AB1817'ON THE RIGHT NEAR THE NORTH ONE OF TWO METAL GATE POSTS FOR A  WOODS
 AB1817'ACCESS ROAD LEADING WEST. STATION IS A CONCRETE POST RECESSED 0.5 FOOT
 AB1817'AND 1.5 FEET BELOW THE ROAD, 31.5 FEET  NORTHWEST OF THE CENTER OF THE
 AB1817'ROAD, 10.5 FEET EAST SOUTHEAST OF THE NORTH GATE  POST, 26.4 FEET
 AB1817'NORTHEAST OF THE SOUTH GATE POST, 6.5 FEET WEST NORTHWEST OF THE
 AB1817'NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ACCESS
 AB1817'ROAD, 1.7 FEET  SOUTH OF A WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1816 ***********************************************************************
 AB1816  DESIGNATION -  19 004
 AB1816  PID         -  AB1816
 AB1816  STATE/COUNTY-  SC/EDGEFIELD
 AB1816  USGS QUAD   -  EDGEFIELD (1982)
 AB1816
 AB1816                         *CURRENT SURVEY CONTROL
 AB1816  ___________________________________________________________________
 AB1816* NAD 83(2001)-  33 45 54.24250(N)    081 53 57.45761(W)     ADJUSTED  
 AB1816* NAVD 88     -       169.733  (meters)     556.87   (feet)  ADJUSTED  
 AB1816  ___________________________________________________________________
 AB1816  X           -     747,954.727 (meters)                     COMP
 AB1816  Y           -  -5,254,939.504 (meters)                     COMP
 AB1816  Z           -   3,524,890.771 (meters)                     COMP
 AB1816  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AB1816  ELLIP HEIGHT-         139.87  (meters)          (05/19/05) GPS OBS
 AB1816  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AB1816  DYNAMIC HT  -         169.556 (meters)     556.28  (feet)  COMP
 AB1816  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 AB1816
 AB1816  HORZ ORDER  -  FIRST
 AB1816  VERT ORDER  -  FIRST     CLASS II
 AB1816  ELLP ORDER  -  FOURTH    CLASS I
 AB1816
 AB1816.The horizontal coordinates were established by GPS observations
 AB1816.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1816
 AB1816.The orthometric height was determined by differential leveling
 AB1816.and adjusted by the National Geodetic Survey in September 1998..
 AB1816
 AB1816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1816
 AB1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1816
 AB1816.The ellipsoidal height was determined by GPS observations
 AB1816.and is referenced to NAD 83.
 AB1816
 AB1816.The geoid height was determined by GEOID03.
 AB1816
 AB1816.The dynamic height is computed by dividing the NAVD 88
 AB1816.geopotential number by the normal gravity value computed on the
 AB1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1816.degrees latitude (g = 980.6199 gals.).
 AB1816
 AB1816.The modeled gravity was interpolated from observed gravity values.
 AB1816
 AB1816;                    North         East     Units Scale Factor Converg.
 AB1816;SPC SC       -   214,583.794   526,309.043   MT  0.99979505   -0 29 54.8
 AB1816;SPC SC       -   704,015.07  1,726,735.71   iFT  0.99979505   -0 29 54.8
 AB1816;UTM  17      - 3,736,470.860   416,722.923   MT  0.99968549   -0 29 59.4
 AB1816
 AB1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1816!SPC SC       -   0.99997804  x   0.99979505  =   0.99977310
 AB1816!UTM  17      -   0.99997804  x   0.99968549  =   0.99966354
 AB1816
 AB1816                          SUPERSEDED SURVEY CONTROL
 AB1816
 AB1816  NAVD 88 (05/19/05)  169.73   (m)          556.9    (f) LEVELING    3  
 AB1816
 AB1816.Superseded values are not recommended for survey control.
 AB1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1816.See file dsdata.txt to determine how the superseded data were derived.
 AB1816
 AB1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1672336471(NAD 83)
 AB1816_MARKER: DD = SURVEY DISK
 AB1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1816_STAMPING: 19 004 1993
 AB1816_MARK LOGO: SCGS  
 AB1816_PROJECTION: RECESSED 5 CENTIMETERS
 AB1816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1816+STABILITY: SURFACE MOTION
 AB1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1816+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 AB1816
 AB1816  HISTORY     - Date     Condition        Report By
 AB1816  HISTORY     - 1993     MONUMENTED       SCGS
 AB1816  HISTORY     - 20010711 GOOD             USPSQD
 AB1816  HISTORY     - 20041004 GOOD             SCGS
 AB1816
 AB1816                          STATION DESCRIPTION
 AB1816
 AB1816'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AB1816'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTHEAST OF EDGEFIELD.
 AB1816'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1816'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1816'JUNCTION OF STATE HIGHWAYS 19, 121 AND U.S.  HIGHWAY 25, 5.7 MILES
 AB1816'(9.2 KM) SOUTHEAST OF EDGEFIELD, GO NORTHWEST ON HIGHWAY 25 FOR 2.35
 AB1816'MILES (3.78 KM) TO THE JUNCTION OF STATE ROAD 461 (LLOYD ROAD) ,
 AB1816'CONTINUE ON HIGHWAY 25 FOR 0.9 MILE (1.4 KM) TO THE STATION NEAR A
 AB1816'PINE TREE IN THE NORTH ANGLE OF A DRIVEWAY RIGHT LEADING TO A
 AB1816'MASONITE-SIDED HOUSE NUMBER 935.  STATION IS A CONCRETE POST FLUSH
 AB1816'WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 38.0 FEET
 AB1816'(11.6 M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 12.7 FEET (3.9 M)
 AB1816'NORTHWEST OF THE CENTER OF THE DRIVEWAY, 73.7 FEET (22.5 M) WEST OF
 AB1816'THE WEST CORNER OF THE HOUSE, 77.8 FEET (23.7 M) SOUTHEAST OF A POWER
 AB1816'POLE WITH TWO GUY WIRES, 1.4 FEET (0.4 M) SOUTHWEST OF A WITNESS POST.
 AB1816'DESCRIBED BY T.  HALL.
 AB1816
 AB1816                          STATION RECOVERY (2001)
 AB1816
 AB1816'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1816'RECOVERED IN GOOD CONDITION.
 AB1816
 AB1816                          STATION RECOVERY (2004)
 AB1816
 AB1816'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1816'STATION IS LOCATED 2.4 MILES SOUTHEAST OF EDGEFIELD. OWNERSHIP--SCDOT,
 AB1816'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1816'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB1816'19, 121 AND U.S. HIGHWAY 25,  5.6  MILES SOUTHEAST OF EDGEFIELD, GO
 AB1816'NORTHWEST ON HIGHWAY 25 FOR 2.35 MILES TO THE  JUNCTION OF STATE ROAD
 AB1816'176 (LLOYD ROAD), CONTINUE ON HIGHWAY 25 FOR 0.9 MILE TO THE  STATION
 AB1816'ON THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST RECESSED
 AB1816'0.2 FOOT AND 2.0 FEET ABOVE THE HIGHWAY, 38.0 FEET  NORTHEAST OF THE
 AB1816'CENTER OF THE HIGHWAY, 6.7 FEET SOUTHEAST OF THE POWER POLE  NUMBER
 AB1816'301/434899 WITH FOUR GUY WIRES, 74.0 FEET WEST OF THE WEST CORNER OF
 AB1816'AN  ABANDONED HOUSE, 13.0 FEET NORTH NORTHWEST OF THE CENTER OF THE
 AB1816'GRASSY DRIVEWAY  TO THE HOUSE, 1.7 FEET SOUTHWEST OF A WITNESS POST.
 AB1816'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1815 ***********************************************************************
 AB1815  DESIGNATION -  19 005
 AB1815  PID         -  AB1815
 AB1815  STATE/COUNTY-  SC/EDGEFIELD
 AB1815  USGS QUAD   -  EDGEFIELD (1982)
 AB1815
 AB1815                         *CURRENT SURVEY CONTROL
 AB1815  ___________________________________________________________________
 AB1815* NAD 83(1986)-  33 46 20.     (N)    081 54 55.     (W)     SCALED    
 AB1815* NAVD 88     -       165.269  (meters)     542.22   (feet)  ADJUSTED  
 AB1815  ___________________________________________________________________
 AB1815  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AB1815  DYNAMIC HT  -         165.097 (meters)     541.66  (feet)  COMP
 AB1815  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 AB1815
 AB1815  VERT ORDER  -  FIRST     CLASS II
 AB1815
 AB1815.The horizontal coordinates were scaled from a topographic map and have
 AB1815.an estimated accuracy of +/- 6 seconds.
 AB1815
 AB1815.The orthometric height was determined by differential leveling
 AB1815.and adjusted by the National Geodetic Survey in September 1998..
 AB1815
 AB1815.The geoid height was determined by GEOID03.
 AB1815
 AB1815.The dynamic height is computed by dividing the NAVD 88
 AB1815.geopotential number by the normal gravity value computed on the
 AB1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1815.degrees latitude (g = 980.6199 gals.).
 AB1815
 AB1815.The modeled gravity was interpolated from observed gravity values.
 AB1815
 AB1815;                    North         East    Units  Estimated Accuracy
 AB1815;SPC SC       -   215,390.      524,840.      MT  (+/- 180 meters Scaled)
 AB1815
 AB1815                          SUPERSEDED SURVEY CONTROL
 AB1815
 AB1815.No superseded survey control is available for this station.
 AB1815
 AB1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT152372(NAD 83)
 AB1815_MARKER: DD = SURVEY DISK
 AB1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1815_STAMPING: 19 005 1993
 AB1815_MARK LOGO: SCGS  
 AB1815_PROJECTION: RECESSED 5 CENTIMETERS
 AB1815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1815+STABILITY: SURFACE MOTION
 AB1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1815+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AB1815
 AB1815  HISTORY     - Date     Condition        Report By
 AB1815  HISTORY     - 1993     MONUMENTED       SCGS
 AB1815  HISTORY     - 20010711 GOOD             USPSQD
 AB1815  HISTORY     - 20041014 GOOD             SCGS
 AB1815
 AB1815                          STATION DESCRIPTION
 AB1815
 AB1815'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AB1815'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTHEAST OF EDGEFIELD.
 AB1815'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1815'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1815'EASTERN JUNCTION OF U.S.  HIGHWAY 25 (AUGUSTA ROAD) AND STATE HIGHWAY
 AB1815'23 (COLUMBIA ROAD) IN EDGEFIELD, GO EAST SOUTHEAST ON HIGHWAY 25 FOR
 AB1815'1.3 MILES (2.1 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE NEAR A
 AB1815'WOOD-SIDED HOUSE, 0.1 MILE (0.2 KM) WEST NORTHWEST OF THE JUNCTION OF
 AB1815'STATE ROAD 10.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1815'LEVEL WITH THE HIGHWAY, 40.6 FEET (12.4 M) NORTHEAST OF THE CENTER OF
 AB1815'THE HIGHWAY, 3.0 FEET (0.9 M) EAST OF THE POWER POLE NUMBER 38759, 4.3
 AB1815'FEET (1.3 M) EAST SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 625,
 AB1815'80.9 FEET (24.7 M) SOUTH OF THE SOUTH CORNER OF THE HOUSE, 48.7 FEET
 AB1815'(14.8 M) NORTH NORTHWEST OF A CONCRETE BURIED CABLE WARNING POST BS15
 AB1815'PROJECTING 3.0 FEET, (0.9 M) 3.5 FEET (1.1 M) EAST OF A WITNESS POST.
 AB1815'DESCRIBED BY T.  HALL.
 AB1815
 AB1815                          STATION RECOVERY (2001)
 AB1815
 AB1815'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1815'RECOVERED IN GOOD CONDITION.
 AB1815
 AB1815                          STATION RECOVERY (2004)
 AB1815
 AB1815'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1815'STATION IS LOCATED 1.4 MILES SOUTHEAST OF EDGEFIELD. OWNERSHIP--SCDOT,
 AB1815'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1815'803-737-1350. TO REACH THE STATION FROM THE EAST JUNCTION OF U.S.
 AB1815'HIGHWAY 25 (BUNCOMBE  STREET) AND STATE HIGHWAY 23 (COURTHOUSE SQUARE)
 AB1815'IN EDGEFIELD, GO EAST  SOUTHEAST ON HIGHWAY 25 FOR 1.3 MILES TO THE
 AB1815'STATION ON THE LEFT NEAR A TELEPHONE  JUNCTION BOX. STATION IS A
 AB1815'CONCRETE POST RECESSED 0.2 FOOT AND 1.0 FOOT BELOW THE HIGHWAY, 40.0
 AB1815'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 4.6 FEET EAST SOUTHEAST
 AB1815'OF THE  TELEPHONE JUNCTION BOX NUMBER 625, 48.1 FEET NORTHWEST OF A
 AB1815'CONCRETE BURIED CABLE  WARNING POST B515 PROJECTING 3.5 FEET, 42.3
 AB1815'FEET NORTHWEST OF A TELEPHONE JUNCTION  BOX (LC), 33.3 FEET SOUTHEAST
 AB1815'OF A METAL WATER METER COVER. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1814 ***********************************************************************
 AB1814  DESIGNATION -  19 006
 AB1814  PID         -  AB1814
 AB1814  STATE/COUNTY-  SC/EDGEFIELD
 AB1814  USGS QUAD   -  EDGEFIELD (1982)
 AB1814
 AB1814                         *CURRENT SURVEY CONTROL
 AB1814  ___________________________________________________________________
 AB1814* NAD 83(1986)-  33 46 41.     (N)    081 55 13.     (W)     SCALED    
 AB1814* NAVD 88     -       150.423  (meters)     493.51   (feet)  ADJUSTED  
 AB1814  ___________________________________________________________________
 AB1814  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AB1814  DYNAMIC HT  -         150.266 (meters)     493.00  (feet)  COMP
 AB1814  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 AB1814
 AB1814  VERT ORDER  -  FIRST     CLASS II
 AB1814
 AB1814.The horizontal coordinates were scaled from a topographic map and have
 AB1814.an estimated accuracy of +/- 6 seconds.
 AB1814
 AB1814.The orthometric height was determined by differential leveling
 AB1814.and adjusted by the National Geodetic Survey in September 1998..
 AB1814
 AB1814.The geoid height was determined by GEOID03.
 AB1814
 AB1814.The dynamic height is computed by dividing the NAVD 88
 AB1814.geopotential number by the normal gravity value computed on the
 AB1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1814.degrees latitude (g = 980.6199 gals.).
 AB1814
 AB1814.The modeled gravity was interpolated from observed gravity values.
 AB1814
 AB1814;                    North         East    Units  Estimated Accuracy
 AB1814;SPC SC       -   216,040.      524,380.      MT  (+/- 180 meters Scaled)
 AB1814
 AB1814                          SUPERSEDED SURVEY CONTROL
 AB1814
 AB1814.No superseded survey control is available for this station.
 AB1814
 AB1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT147379(NAD 83)
 AB1814_MARKER: DD = SURVEY DISK
 AB1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1814_STAMPING: 19 006 1993
 AB1814_MARK LOGO: SCGS  
 AB1814_PROJECTION: RECESSED 5 CENTIMETERS
 AB1814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1814+STABILITY: SURFACE MOTION
 AB1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1814+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 AB1814
 AB1814  HISTORY     - Date     Condition        Report By
 AB1814  HISTORY     - 1993     MONUMENTED       SCGS
 AB1814  HISTORY     - 20010711 GOOD             USPSQD
 AB1814  HISTORY     - 20041004 GOOD             SCGS
 AB1814
 AB1814                          STATION DESCRIPTION
 AB1814
 AB1814'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AB1814'STATION IS LOCATED 0.9 MILE (1.4 KM) SOUTHEAST OF EDGEFIELD.
 AB1814'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1814'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1814'EASTERN JUNCTION OF U.S.  HIGHWAY 25 (AUGUSTA ROAD) AND STATE HIGHWAY
 AB1814'23 (COLUMBIA ROAD) IN EDGEFIELD, GO EAST SOUTHEAST ON HIGHWAY 25 FOR
 AB1814'0.75 MILE (1.21 KM) TO THE STATION NEAR A POWER POLE IN THE WEST ANGLE
 AB1814'OF A DRIVEWAY RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1814'AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 49.0 FEET (14.9 M) WEST
 AB1814'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.9 FEET (0.9 M) SOUTH
 AB1814'SOUTHEAST OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 AB1814'22.2 FEET (6.8 M) NORTH NORTHEAST OF A 1.5-FOOT SYCAMORE TREE, 31.5
 AB1814'FEET (9.6 M) WEST NORTHWEST OF THE CENTER OF THE DRIVEWAY, 72.5 FEET
 AB1814'(22.1 M) EAST SOUTHEAST OF A POWER POLE NUMBER 216348 WITH A SECURITY
 AB1814'LIGHT, 3.0 FEET (0.9 M) SOUTH OF A WITNESS POST.  DESCRIBED BY T.
 AB1814'HALL.
 AB1814
 AB1814                          STATION RECOVERY (2001)
 AB1814
 AB1814'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1814'RECOVERED IN GOOD CONDITION.
 AB1814
 AB1814                          STATION RECOVERY (2004)
 AB1814
 AB1814'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1814'STATION IS LOCATED 0.8 MILE SOUTHEAST OF EDGEFIELD. OWNERSHIP--SCDOT,
 AB1814'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1814'803-737-1350. TO REACH THE STATION FROM THE EAST JUNCTION OF U.S.
 AB1814'HIGHWAY 25 (BUNCOMBE  STREET0 AND STATE HIGHWAY 23 (COURTHOUSE SQUARE)
 AB1814'IN EDGEFIELD, GO EAST  SOUTHEAST ON HIGHWAY 25 FOR 0.75 MILE TO THE
 AB1814'STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST
 AB1814'RECESSED 0.2 FOOT AND 1.0 FOOT ABOVE THE HIGHWAY, 50.0  FEET WEST
 AB1814'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.0 FEET SOUTH OF THE POWER
 AB1814'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 22.3 FEET NORTHEAST OF A
 AB1814'2.5-FOOT  SYCAMORE TREE, 25.0 FEET WEST OF THE NORTH END OF A 1.2-FOOT
 AB1814'CONCRETE PIPE  CULVERT BENEATH THE SOUTH ONE OF TWO DRIVEWAYS TO A
 AB1814'VINYL-SIDED HOUSE NUMBER  404, 47.5 FEET NORTHWEST OF A POWER POLE
 AB1814'NUMBER 454281 WITH A SECURITY LIGHT, 3.0  FEET SOUTH OF A WITNESS
 AB1814'POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1813 ***********************************************************************
 AB1813  DESIGNATION -  19 007
 AB1813  PID         -  AB1813
 AB1813  STATE/COUNTY-  SC/EDGEFIELD
 AB1813  USGS QUAD   -  EDGEFIELD (1982)
 AB1813
 AB1813                         *CURRENT SURVEY CONTROL
 AB1813  ___________________________________________________________________
 AB1813* NAD 83(2001)-  33 47 09.96705(N)    081 55 10.88842(W)     ADJUSTED  
 AB1813* NAVD 88     -       164.645  (meters)     540.17   (feet)  ADJUSTED  
 AB1813  ___________________________________________________________________
 AB1813  X           -     745,900.997 (meters)                     COMP
 AB1813  Y           -  -5,253,917.075 (meters)                     COMP
 AB1813  Z           -   3,526,827.358 (meters)                     COMP
 AB1813  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AB1813  ELLIP HEIGHT-         134.84  (meters)          (05/19/05) GPS OBS
 AB1813  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AB1813  DYNAMIC HT  -         164.473 (meters)     539.61  (feet)  COMP
 AB1813  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 AB1813
 AB1813  HORZ ORDER  -  FIRST
 AB1813  VERT ORDER  -  FIRST     CLASS II
 AB1813  ELLP ORDER  -  FOURTH    CLASS I
 AB1813
 AB1813.The horizontal coordinates were established by GPS observations
 AB1813.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1813
 AB1813.The orthometric height was determined by differential leveling
 AB1813.and adjusted by the National Geodetic Survey in September 1998..
 AB1813
 AB1813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1813
 AB1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1813
 AB1813.The ellipsoidal height was determined by GPS observations
 AB1813.and is referenced to NAD 83.
 AB1813
 AB1813.The geoid height was determined by GEOID03.
 AB1813
 AB1813.The dynamic height is computed by dividing the NAVD 88
 AB1813.geopotential number by the normal gravity value computed on the
 AB1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1813.degrees latitude (g = 980.6199 gals.).
 AB1813
 AB1813.The modeled gravity was interpolated from observed gravity values.
 AB1813
 AB1813;                    North         East     Units Scale Factor Converg.
 AB1813;SPC SC       -   216,932.972   524,440.676   MT  0.99979572   -0 30 35.6
 AB1813;SPC SC       -   711,722.35  1,720,605.89   iFT  0.99979572   -0 30 35.6
 AB1813;UTM  17      - 3,738,819.831   414,854.816   MT  0.99968937   -0 30 41.3
 AB1813
 AB1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1813!SPC SC       -   0.99997883  x   0.99979572  =   0.99977456
 AB1813!UTM  17      -   0.99997883  x   0.99968937  =   0.99966821
 AB1813
 AB1813                          SUPERSEDED SURVEY CONTROL
 AB1813
 AB1813  NAVD 88 (05/19/05)  164.65   (m)          540.2    (f) LEVELING    3  
 AB1813
 AB1813.Superseded values are not recommended for survey control.
 AB1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1813.See file dsdata.txt to determine how the superseded data were derived.
 AB1813
 AB1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1485538820(NAD 83)
 AB1813_MARKER: DD = SURVEY DISK
 AB1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1813_STAMPING: 19 007 1993
 AB1813_MARK LOGO: SCGS  
 AB1813_PROJECTION: FLUSH
 AB1813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1813+STABILITY: SURFACE MOTION
 AB1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1813+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 AB1813
 AB1813  HISTORY     - Date     Condition        Report By
 AB1813  HISTORY     - 1993     MONUMENTED       SCGS
 AB1813  HISTORY     - 20010711 GOOD             USPSQD
 AB1813  HISTORY     - 20041004 GOOD             SCGS
 AB1813
 AB1813                          STATION DESCRIPTION
 AB1813
 AB1813'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AB1813'STATION IS LOCATED IN EDGEFIELD.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1813'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1813'803-737-1350.  TO REACH THE STATION FROM THE EASTERN JUNCTION OF U.S.
 AB1813'HIGHWAY 25 (AUGUSTA ROAD) AND STATE HIGHWAY 23 (COLUMBIA ROAD) IN
 AB1813'EDGEFIELD, GO EAST SOUTHEAST ON HIGHWAY 25 FOR 0.2 MILE (0.3 KM) TO
 AB1813'THE STATION ON THE LEFT NEAR THE NORTHWEST CORNER OF THE BRICK SIGN IN
 AB1813'FRONT OF THE SOUTH CAROLINA NATIONAL ARMORY BUILDING. STATION IS A
 AB1813'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AB1813'HIGHWAY, 8.4 FEET (2.6 M) EAST NORTHEAST OF THE NORTHEAST EDGE OF THE
 AB1813'SIDEWALK, 3.2 FEET (1.0 M) NORTH NORTHWEST OF THE WEST CORNER OF THE
 AB1813'BRICK SIGN, 47.4 FEET (14.4 M) WEST SOUTHWEST OF THE FLAG POLE IN
 AB1813'FRONT OF THE BUILDING, 99.7 FEET (30.4 M) NORTH NORTHWEST OF A FIRE
 AB1813'HYDRANT.  DESCRIBED BY T.  HALL.
 AB1813
 AB1813                          STATION RECOVERY (2001)
 AB1813
 AB1813'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1813'RECOVERED IN GOOD CONDITION.
 AB1813
 AB1813                          STATION RECOVERY (2004)
 AB1813
 AB1813'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1813'STATION IS LOCATED IN EDGEFIELD. OWNERSHIP--SCDOT, DIRECTOR OF
 AB1813'PRECONSTRUCTION, P.O. BOX  191, COLUMBIA, SC 29202, PHONE
 AB1813'803-737-1350. TO REACH THE STATION FROM THE EAST JUNCTION OF U.S.
 AB1813'HIGHWAY 25 (BUNCOMBE  STREET) AND STATE HIGHWAY 23 (COURTHOUSE SQUARE)
 AB1813'IN EDGEFIELD, GO EAST  SOUTHEAST ON HIGHWAY 25 FOR 0.2 MILE TO THE
 AB1813'STATION ON THE LEFT NEAR THE  NORTHWEST CORNER OF A BRICK SIGN FOR THE
 AB1813'SOUTH CAROLINA NATIONAL GUARD  ARMORY (STROM THURMOND ARMORY, 122ND
 AB1813'ENGINEER BATTERY). STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1813'AND 0.5 FOOT ABOVE THE  HIGHWAY, 8.6 FEET EAST NORTHEAST OF THE
 AB1813'NORTHEAST EDGE OF A SIDEWALK, 3.3 FEET  NORTH NORTHWEST OF THE
 AB1813'NORTHWEST CORNER OF THE BRICK SIGN, 50.0 FEET WEST  SOUTHWEST OF A
 AB1813'FLAG POLE, 118.3 FEET SOUTH OF THE WEST CORNER OF THE BRICK ARMORY
 AB1813'BUILDING. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4034 ***********************************************************************
 AA4034  DESIGNATION -  19 008
 AA4034  PID         -  AA4034
 AA4034  STATE/COUNTY-  SC/EDGEFIELD
 AA4034  USGS QUAD   -  NORTH AUGUSTA (1980)
 AA4034
 AA4034                         *CURRENT SURVEY CONTROL
 AA4034  ___________________________________________________________________
 AA4034* NAD 83(2001)-  33 34 37.03578(N)    081 59 30.89891(W)     ADJUSTED  
 AA4034* NAVD 88     -       138.249  (meters)     453.57   (feet)  ADJUSTED  
 AA4034  ___________________________________________________________________
 AA4034  X           -     741,066.718 (meters)                     COMP
 AA4034  Y           -  -5,267,571.125 (meters)                     COMP
 AA4034  Z           -   3,507,508.521 (meters)                     COMP
 AA4034  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AA4034  ELLIP HEIGHT-         108.33  (meters)          (05/19/05) GPS OBS
 AA4034  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 AA4034  DYNAMIC HT  -         138.104 (meters)     453.10  (feet)  COMP
 AA4034  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 AA4034
 AA4034  HORZ ORDER  -  FIRST
 AA4034  VERT ORDER  -  FIRST     CLASS II
 AA4034  ELLP ORDER  -  FOURTH    CLASS I
 AA4034
 AA4034.The horizontal coordinates were established by GPS observations
 AA4034.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AA4034
 AA4034.The orthometric height was determined by differential leveling
 AA4034.and adjusted by the National Geodetic Survey in September 1998..
 AA4034
 AA4034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4034
 AA4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4034
 AA4034.The ellipsoidal height was determined by GPS observations
 AA4034.and is referenced to NAD 83.
 AA4034
 AA4034.The geoid height was determined by GEOID03.
 AA4034
 AA4034.The dynamic height is computed by dividing the NAVD 88
 AA4034.geopotential number by the normal gravity value computed on the
 AA4034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4034.degrees latitude (g = 980.6199 gals.).
 AA4034
 AA4034.The modeled gravity was interpolated from observed gravity values.
 AA4034
 AA4034;                    North         East     Units Scale Factor Converg.
 AA4034;SPC SC       -   193,802.717   517,530.545   MT  0.99979495   -0 32 59.7
 AA4034;SPC SC       -   635,835.69  1,697,934.86   iFT  0.99979495   -0 32 59.7
 AA4034;UTM  17      - 3,715,691.852   407,945.284   MT  0.99970447   -0 32 55.0
 AA4034
 AA4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4034!SPC SC       -   0.99998299  x   0.99979495  =   0.99977795
 AA4034!UTM  17      -   0.99998299  x   0.99970447  =   0.99968747
 AA4034
 AA4034                          SUPERSEDED SURVEY CONTROL
 AA4034
 AA4034  NAVD 88 (05/19/05)  138.25   (m)          453.6    (f) LEVELING    3  
 AA4034
 AA4034.Superseded values are not recommended for survey control.
 AA4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4034.See file dsdata.txt to determine how the superseded data were derived.
 AA4034
 AA4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0794515692(NAD 83)
 AA4034_MARKER: DD = SURVEY DISK
 AA4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4034_STAMPING: 19 008 1993
 AA4034_MARK LOGO: SCGS  
 AA4034_PROJECTION: FLUSH
 AA4034_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4034+STABILITY: SURFACE MOTION
 AA4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4034+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 AA4034
 AA4034  HISTORY     - Date     Condition        Report By
 AA4034  HISTORY     - 1993     MONUMENTED       SCGS
 AA4034  HISTORY     - 20001113 GOOD             SCGS
 AA4034  HISTORY     - 20031006 GOOD             USPSQD
 AA4034  HISTORY     - 20041116 GOOD             SCGS
 AA4034
 AA4034                          STATION DESCRIPTION
 AA4034
 AA4034'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4034'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTH OF NORTH AUGUSTA.
 AA4034'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4034'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4034'OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 230 (MARTINTOWN ROAD), 3.5
 AA4034'MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO NORTHWEST ON
 AA4034'HIGHWAY 230 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF STATE ROAD 178
 AA4034'(MURRAH ROAD), TURN RIGHT ON ROAD 178 FOR 1.5 MILES (2.4 KM) TO THE
 AA4034'STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A DRIVEWAY LEFT
 AA4034'LEADING BETWEEN TWO BRICK HOUSES. STATION IS A CONCRETE POST FLUSH
 AA4034'WITH THE GROUND AND LEVEL WITH THE ROAD, 12.8 FEET (3.9 M) NORTH
 AA4034'NORTHEAST OF THE CENTER OF A METAL WATER METER COVER, 116.6 FEET (35.5
 AA4034'M) SOUTH OF THE SOUTHEAST CORNER OF A BRICK HOUSE NUMBER 580, 41.8
 AA4034'FEET (12.7 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 7.8 FEET (2.4
 AA4034'M) NORTHWEST OF THE POWER POLE NUMBER 73231/458-10--3.2--3.3 WITH
 AA4034'THREE GUY WIRES, 8.7 FEET (2.7 M) NORTH NORTHWEST OF TELEPHONE
 AA4034'JUNCTION BOX NUMBER 588, 123.0 FEET (37.5 M) EAST SOUTHEAST OF A
 AA4034'SECURITY LIGHT POLE NUMBER 65398, 149.7 FEET (45.6 M) EAST OF THE
 AA4034'NORTHEAST CORNER OF A BRICK HOUSE NUMBER 588, 4.7 FEET (1.4 M)
 AA4034'NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 AA4034
 AA4034                          STATION RECOVERY (2000)
 AA4034
 AA4034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4034'STATION IS LOCATED 15.0 MILES (24.1 KM) SOUTHWEST OF EDGEFIELD, 20.7
 AA4034'MILES (33.3 KM) SOUTH SOUTHWEST OF JOHNSTON.  OWNERSHIP--SCDOT,
 AA4034'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4034'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4034'STATE HIGHWAY 230 AND INTERSTATE 20 (EXIT 1) , 3.5 MILES (5.6 KM)
 AA4034'NORTH NORTHWEST OF NORTH AUGUSTA, GO NORTHWEST ON HIGHWAY 230 FOR 2.2
 AA4034'MILES (3.5 KM) TO THE JUNCTION OF STATE ROAD 178 (MURRAY ROAD) , TURN
 AA4034'RIGHT ON ROAD 178 FOR 1.5 MILES (2.4 KM) TO THE STATION ON THE LEFT
 AA4034'NEAR A POWER POLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4034'AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 42.1 FEET (12.8 M) WEST
 AA4034'NORTHWEST OF THE CENTER OF THE ROAD, 19.5 FEET (5.9 M) NORTH NORTHWEST
 AA4034'OF A TELEPHONE JUNCTION BOX NUMBER 588, 7.9 FEET (2.4 M) NORTHWEST OF
 AA4034'THE POWER POLE, 4.8 FEET (1.5 M) NORTHEAST OF A WITNESS POST.
 AA4034'RECOVERED BY R.P.  MCKEOWN.
 AA4034
 AA4034                          STATION RECOVERY (2003)
 AA4034
 AA4034'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 AA4034'RECOVERED IN GOOD CONDITION.
 AA4034
 AA4034                          STATION RECOVERY (2004)
 AA4034
 AA4034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AA4034'STATION IS LOCATED 5.5 MILES NORTH NORTHWEST OF NORTH AUGUSTA, 15.0
 AA4034'MILES SOUTH  SOUTHWEST OF EDGEFIELD. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4034'PRECONSTRUCTION, P.O. BOX  191, COLUMBIA, SC 29202, PHONE
 AA4034'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4034'INTERSTATE 20 (EXIT 1)  AND STATE  HIGHWAY 230 (MARTINTOWN ROAD), 3.3
 AA4034'MILES NORTH NORTHWEST OF NORTH AUGUSTA, GO  NORTH NORTHWEST ON HIGHWAY
 AA4034'230 FOR 2.2 MILES TO THE JUNCTION OF STATE ROAD 178  (MURRAH ROAD),
 AA4034'TURN RIGHT ON ROAD 178 FOR 1.5 MILES TO THE STATION ON THE LEFT NEAR
 AA4034'A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 AA4034'FOOT ABOVE THE  ROAD, 42.0 FEET WEST NORTHWEST OF THE CENTER OF THE
 AA4034'ROAD, 19.6 FEET NORTH  NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER
 AA4034'588, 8.1 FEET NORTHWEST OF THE  POWER POLE NUMBER
 AA4034'73231/458-10--3.2--3.3 WITH THREE GUY WIRES, 150.0 FEET EST OF  THE
 AA4034'NORTHEAST CORNER OF A BRICK HOUSE NUMBER 588, 4.7 FEET NORTHEAST OF A
 AA4034'WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1811 ***********************************************************************
 AB1811  DESIGNATION -  19 008 X
 AB1811  PID         -  AB1811
 AB1811  STATE/COUNTY-  SC/EDGEFIELD
 AB1811  USGS QUAD   -  EDGEFIELD (1982)
 AB1811
 AB1811                         *CURRENT SURVEY CONTROL
 AB1811  ___________________________________________________________________
 AB1811* NAD 83(1986)-  33 47 47.     (N)    081 55 51.     (W)     SCALED    
 AB1811* NAVD 88     -       159.650  (meters)     523.78   (feet)  ADJUSTED  
 AB1811  ___________________________________________________________________
 AB1811  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 AB1811  DYNAMIC HT  -         159.484 (meters)     523.24  (feet)  COMP
 AB1811  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 AB1811
 AB1811  VERT ORDER  -  FIRST     CLASS II
 AB1811
 AB1811.The horizontal coordinates were scaled from a topographic map and have
 AB1811.an estimated accuracy of +/- 6 seconds.
 AB1811
 AB1811.The orthometric height was determined by differential leveling
 AB1811.and adjusted by the National Geodetic Survey in September 1998..
 AB1811
 AB1811.The geoid height was determined by GEOID03.
 AB1811
 AB1811.The dynamic height is computed by dividing the NAVD 88
 AB1811.geopotential number by the normal gravity value computed on the
 AB1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1811.degrees latitude (g = 980.6199 gals.).
 AB1811
 AB1811.The modeled gravity was interpolated from observed gravity values.
 AB1811
 AB1811;                    North         East    Units  Estimated Accuracy
 AB1811;SPC SC       -   218,080.      523,420.      MT  (+/- 180 meters Scaled)
 AB1811
 AB1811                          SUPERSEDED SURVEY CONTROL
 AB1811
 AB1811.No superseded survey control is available for this station.
 AB1811
 AB1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT138399(NAD 83)
 AB1811_MARKER: DD = SURVEY DISK
 AB1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1811_STAMPING: 19 008 X 1994
 AB1811_MARK LOGO: SCGS  
 AB1811_PROJECTION: FLUSH
 AB1811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1811+STABILITY: SURFACE MOTION
 AB1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1811+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1811
 AB1811  HISTORY     - Date     Condition        Report By
 AB1811  HISTORY     - 1994     MONUMENTED       SCGS
 AB1811  HISTORY     - 20010711 GOOD             USPSQD
 AB1811  HISTORY     - 20041006 GOOD             SCGS
 AB1811
 AB1811                          STATION DESCRIPTION
 AB1811
 AB1811'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1811'STATION IS LOCATED IN EDGEFIELD.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1811'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1811'803-73701350.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 AB1811'U.S.  HIGHWAY 25, STATE HIGHWAY 23 AND STATE ROAD 133 (BUNCOMBE
 AB1811'STREET) IN EDGEFIELD, GO NORTH ON HIGHWAY 25 FOR 0.5 MILE (0.8 KM) TO
 AB1811'THE JUNCTION OF STATE ROAD 352 (CARROLL STREET) , TURN LEFT ON ROAD
 AB1811'352 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER
 AB1811'POLE IN THE SIDE YARD OF A WOODEN HOUSE.  STATION IS A CONCRETE POST
 AB1811'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE ROAD 352, 4.5 FEET
 AB1811'(1.4 M) EAST OF THE POWER POLE NUMBER 193931 WITH THREE GUY WIRES AND
 AB1811'A SECURITY LIGHT, 23.8 FEET (7.3 M) NORTH OF THE NORTHEAST CORNER OF
 AB1811'THE FRONT PORCH OF THE HOUSE, 161.0 FEET (49.1 M) WEST OF THE CENTER
 AB1811'OF THE HIGHWAY, 25.0 FEET (7.6 M) SOUTH OF THE CENTER OF ROAD 352.
 AB1811'DESCRIBED BY R.W.  ROBERTS.
 AB1811
 AB1811                          STATION RECOVERY (2001)
 AB1811
 AB1811'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1811'RECOVERED IN GOOD CONDITION.
 AB1811
 AB1811                          STATION RECOVERY (2004)
 AB1811
 AB1811'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1811'STATION IS LOCATED IN EDGEFIELD. OWNERSHIP--SCDOT, DIRECTOR OF
 AB1811'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1811'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1811'25 (MAIN STREET) AND STATE  HIGHWAY 23 (JETER STREET) IN EDGEFIELD, GO
 AB1811'NORTH ON HIGHWAY 25 FOR 0.5 MILE TO THE  JUNCTION OF STATE ROAD 352
 AB1811'(CARROLL STREET), TURN LEFT ON ROAD 352 FOR 0.05 MILE TO  THE STATION
 AB1811'ON THE LEFT NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH
 AB1811'THE GROUND AND 1.0 FOOT ABOVE THE ROAD,  23.3 FEET SOUTH OF THE CENTER
 AB1811'OF THE ROAD, 4.5 FEET EAST OF THE POWER POLE  NUMBER 193931 WITH THREE
 AB1811'GUY WIRES AND A STREET LIGHT, 161.0 FEET WEST OF THE  CENTER OF THE
 AB1811'HIGHWAY, 22.8 FEET NORTH OF THE NORTHEAST CORNER OF THE FRONT  PORCH
 AB1811'OF A WOOD-SIDED HOUSE NUMBER 611, 71.0 FEET EAST SOUTHEAST OF THE EAST
 AB1811'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY TO THE
 AB1811'HOUSE  NUMBER 611. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4033 ***********************************************************************
 AA4033  DESIGNATION -  19 009
 AA4033  PID         -  AA4033
 AA4033  STATE/COUNTY-  SC/EDGEFIELD
 AA4033  USGS QUAD   -  MARTINEZ (1980)
 AA4033
 AA4033                         *CURRENT SURVEY CONTROL
 AA4033  ___________________________________________________________________
 AA4033* NAD 83(1986)-  33 34 12.     (N)    082 00 24.     (W)     SCALED    
 AA4033* NAVD 88     -       121.862  (meters)     399.81   (feet)  ADJUSTED  
 AA4033  ___________________________________________________________________
 AA4033  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AA4033  DYNAMIC HT  -         121.734 (meters)     399.39  (feet)  COMP
 AA4033  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 AA4033
 AA4033  VERT ORDER  -  FIRST     CLASS II
 AA4033
 AA4033.The horizontal coordinates were scaled from a topographic map and have
 AA4033.an estimated accuracy of +/- 6 seconds.
 AA4033
 AA4033.The orthometric height was determined by differential leveling
 AA4033.and adjusted by the National Geodetic Survey in September 1998..
 AA4033
 AA4033.The geoid height was determined by GEOID03.
 AA4033
 AA4033.The dynamic height is computed by dividing the NAVD 88
 AA4033.geopotential number by the normal gravity value computed on the
 AA4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4033.degrees latitude (g = 980.6199 gals.).
 AA4033
 AA4033.The modeled gravity was interpolated from observed gravity values.
 AA4033
 AA4033;                    North         East    Units  Estimated Accuracy
 AA4033;SPC SC       -   193,050.      516,150.      MT  (+/- 180 meters Scaled)
 AA4033
 AA4033                          SUPERSEDED SURVEY CONTROL
 AA4033
 AA4033.No superseded survey control is available for this station.
 AA4033
 AA4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT065149(NAD 83)
 AA4033_MARKER: DD = SURVEY DISK
 AA4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4033_STAMPING: 19 009 1993
 AA4033_MARK LOGO: SCGS  
 AA4033_PROJECTION: FLUSH
 AA4033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4033+STABILITY: SURFACE MOTION
 AA4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4033+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 AA4033
 AA4033  HISTORY     - Date     Condition        Report By
 AA4033  HISTORY     - 1993     MONUMENTED       SCGS
 AA4033  HISTORY     - 20001114 GOOD             SCGS
 AA4033  HISTORY     - 20041116 GOOD             SCGS
 AA4033
 AA4033                          STATION DESCRIPTION
 AA4033
 AA4033'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4033'STATION IS LOCATED 5.8 MILES (9.3 KM) NORTH OF NORTH AUGUSTA.
 AA4033'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4033'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4033'OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 230 (MARTINTOWN ROAD), 3.5
 AA4033'MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO NORTHWEST ON
 AA4033'HIGHWAY 230 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF STATE ROAD 178
 AA4033'(MURRAH ROAD), TURN RIGHT ON ROAD 178 FOR 0.45 MILE (0.72 KM) TO THE
 AA4033'STATION AT A TREE LINE BEHIND A POWER POLE IN THE SOUTH ANGLE OF A
 AA4033'ENTRANCE DRIVEWAY RIGHT TO A BRICK CHURCH. STATION IS A CONCRETE POST
 AA4033'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 48.5 FEET (14.8 M)
 AA4033'SOUTHEAST OF THE CENTER OF THE ROAD, 46.5 FEET (14.2 M) SOUTH
 AA4033'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 17.0 FEET (5.2 M) SOUTH
 AA4033'SOUTHEAST OF THE POWER POLE NUMBER 73135 WITH TWO GUY WIRES, 278.0
 AA4033'FEET (84.7 M) WEST OF THE SOUTHWEST CORNER OF THE SOUTH ONE OF TWO
 AA4033'STEEPLES AT THE CHURCH, 7.5 FEET (2.3 M) WEST OF THE GUY WIRE ANCHOR,
 AA4033'1.2 FEET (0.4 M) NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 AA4033
 AA4033                          STATION RECOVERY (2000)
 AA4033
 AA4033'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4033'STATION IS LOCATED 15.6 MILES (25.1 KM) SOUTHWEST OF EDGEFIELD.
 AA4033'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA4033'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA4033'JUNCTION OVERPASS OF STATE HIGHWAY 230 AND INTERSTATE 20 (EXIT 1) ,
 AA4033'3.5 MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO NORTHWEST ON
 AA4033'HIGHWAY 230 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF STATE ROAD 178
 AA4033'(MURRAY ROAD) , TURN RIGHT ON ROAD 178 FOR 0.45 MILE (0.72 KM) TO THE
 AA4033'STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE ENTRANCE DRIVEWAY
 AA4033'TO BETHLEHEM BAPTIST CHURCH.  STATION IS A CONCRETE POST FLUSH WITH
 AA4033'THE GROUND AND LEVEL WITH, 48.5 FEET (14.8 M) SOUTH SOUTHEAST OF THE
 AA4033'CENTER OF THE ROAD, 16.3 FEET (5.0 M) SOUTH OF A POWER POLE NUMBER
 AA4033'73135 WITH A SCGS REFERENCE WASHER ATTACHED, 52.0 FEET (15.8 M)
 AA4033'SOUTHWEST OF THE CENTER OF THE ENTRANCE DRIVE, 22.5 FEET (6.9 M) WEST
 AA4033'SOUTHWEST OF THE SOUTHERN-MOST METAL GATE POST, 1.5 FEET (0.5 M) NORTH
 AA4033'NORTHWEST OF A WITNESS POST.  RECOVERED BY R.P. MCKEOWN.
 AA4033
 AA4033                          STATION RECOVERY (2004)
 AA4033
 AA4033'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AA4033'STATION IS LOCATED 5.35 MILES NORTH NORTHWEST OF NORTH AUGUSTA, 15.7
 AA4033'MILES SOUTH  SOUTHWEST OF EDGEFIELD. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4033'PRECONSTRUCTION, P.O. BOX  191, COLUMBIA, SC 29202, PHONE
 AA4033'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4033'INTERSTATE 20 (EXIT 1)  AND STATE  HIGHWAY 230 (MARTINTOWN ROAD), 3.3
 AA4033'MILES NORTH NORTHWEST OF NORTH AUGUSTA, GO  NORTH NORTHWEST ON HIGHWAY
 AA4033'230 FOR 2.2 MILES TO THE JUNCTION OF STATE ROAD 178  (MURRAH ROAD),
 AA4033'TURN RIGHT ON ROAD 178 FOR 0.45 MILE TO THE STATION ON THE RIGHT IN
 AA4033'THE  SOUTHWEST ANGLE OF THE ENTRANCE DRIVE TO BETHLEHEM BAPTIST
 AA4033'CHURCH. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AA4033'WITH THE ROAD, 48.5 FEET  SOUTH SOUTHEAST OF THE CENTER OF THE ROAD,
 AA4033'16.4 FEET SOUTH OF A POWER POLE NUMBER  73135 WITH A SCGS REFERENCE
 AA4033'WASHER ATTACHED, 52.0 FEET SOUTHWEST OF THE CENTER OF  THE ENTRANCE
 AA4033'DRIVE, 22.4 FEET WEST SOUTHWEST OF THE SOUTH METAL GATE POST, 7.3 FEET
 AA4033'WEST OF A WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1810 ***********************************************************************
 AB1810  DESIGNATION -  19 009 X
 AB1810  PID         -  AB1810
 AB1810  STATE/COUNTY-  SC/EDGEFIELD
 AB1810  USGS QUAD   -  EDGEFIELD (1982)
 AB1810
 AB1810                         *CURRENT SURVEY CONTROL
 AB1810  ___________________________________________________________________
 AB1810* NAD 83(1986)-  33 48 16.     (N)    081 55 50.     (W)     SCALED    
 AB1810* NAVD 88     -       171.344  (meters)     562.15   (feet)  ADJUSTED  
 AB1810  ___________________________________________________________________
 AB1810  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AB1810  DYNAMIC HT  -         171.167 (meters)     561.57  (feet)  COMP
 AB1810  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 AB1810
 AB1810  VERT ORDER  -  FIRST     CLASS II
 AB1810
 AB1810.The horizontal coordinates were scaled from a topographic map and have
 AB1810.an estimated accuracy of +/- 6 seconds.
 AB1810
 AB1810.The orthometric height was determined by differential leveling
 AB1810.and adjusted by the National Geodetic Survey in September 1998..
 AB1810
 AB1810.The geoid height was determined by GEOID03.
 AB1810
 AB1810.The dynamic height is computed by dividing the NAVD 88
 AB1810.geopotential number by the normal gravity value computed on the
 AB1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1810.degrees latitude (g = 980.6199 gals.).
 AB1810
 AB1810.The modeled gravity was interpolated from observed gravity values.
 AB1810
 AB1810;                    North         East    Units  Estimated Accuracy
 AB1810;SPC SC       -   218,980.      523,450.      MT  (+/- 180 meters Scaled)
 AB1810
 AB1810                          SUPERSEDED SURVEY CONTROL
 AB1810
 AB1810.No superseded survey control is available for this station.
 AB1810
 AB1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT138408(NAD 83)
 AB1810_MARKER: DD = SURVEY DISK
 AB1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1810_STAMPING: 19 009 X 1994
 AB1810_MARK LOGO: SCGS  
 AB1810_PROJECTION: FLUSH
 AB1810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1810+STABILITY: SURFACE MOTION
 AB1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1810+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1810
 AB1810  HISTORY     - Date     Condition        Report By
 AB1810  HISTORY     - 1994     MONUMENTED       SCGS
 AB1810  HISTORY     - 20010711 GOOD             USPSQD
 AB1810  HISTORY     - 20041006 GOOD             SCGS
 AB1810
 AB1810                          STATION DESCRIPTION
 AB1810
 AB1810'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1810'STATION IS LOCATED NEAR THE WEST CORNER OF A BRICK BUILDING
 AB1810'(SMALLMOUTH BASS FOUNDATION) IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 AB1810'STATE HIGHWAY 430 (MEETING STREET) , AN ACCESS ROAD FOR HIGHWAY 430
 AB1810'AND U.S.  HIGHWAY 25 (BUNCOMBE STREET) AT THE NORTH EDGE OF EDGEFIELD.
 AB1810'OWNERSHIP--SMALLMOUTH BASS FOUNDATION, ATTENTION-TOM ROGERS, 260 CREST
 AB1810'ROAD, EDGEFIELD, SC 29824.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1810'GROUND AND LEVEL WITH THE SIDEWALK, 10.6 FEET (3.2 M) SOUTH SOUTHEAST
 AB1810'OF THE SOUTHEAST EDGE OF A SIDEWALK AT BUILDING FRONT, 3.7 FEET (1.1
 AB1810'M) SOUTHWEST OF THE WEST CORNER OF THE BUILDING, 89.0 FEET (27.1 M)
 AB1810'EAST SOUTHEAST OF A POWER POLE C-35542, 37.3 FEET (11.4 M) NORTH OF A
 AB1810'METAL LIGHT POLE IN THE REAR PARKING LOT.  DESCRIBED BY R.W.  ROBERTS.
 AB1810
 AB1810                          STATION RECOVERY (2001)
 AB1810
 AB1810'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1810'THE NAME OF BUILDING HAS BEN CHANGED FROM SMALLMOUTH BASS FOUNDATION
 AB1810'TO PLASTEX INC.
 AB1810
 AB1810                          STATION RECOVERY (2004)
 AB1810
 AB1810'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1810'STATION IS LOCATED NEAR THE WEST CORNER OF A BRICK BUILDING (PLASTEX,
 AB1810'INCORPORATED)  IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY
 AB1810'430 AND U.S. HIGHWAY 25  (CREST ROAD AND MEETING STREET ROAD), 1.15
 AB1810'MILES NORTH OF EDGEFIELD. OWNERSHIP--PLASTEX  INCORPORATED, 4 CREST
 AB1810'ROAD, EDGEFIELD, SC 29824. STATION IS A CONCRETE POST FLUSH WITH THE
 AB1810'GROUND AND LEVEL WITH THE  SIDEWALK, 11.0 FEET SOUTH SOUTHEAST OF THE
 AB1810'SOUTHEAST EDGE OF A SIDEWALK AT  THE FRONT OF THE BUILDING, 3.7 FEET
 AB1810'SOUTHWEST OF THE WEST CORNER OF THE  BUILDING, 89.0 FEET EAST
 AB1810'SOUTHEAST OF A POWER POLE C-35542, 37.3 FEET NORTH OF AN  OCTAGONAL
 AB1810'METAL LIGHT POLE AT THE NORTHWEST END OF A PARKING LOT FOR THE
 AB1810'BUILDING. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4032 ***********************************************************************
 AA4032  DESIGNATION -  19 010
 AA4032  PID         -  AA4032
 AA4032  STATE/COUNTY-  SC/EDGEFIELD
 AA4032  USGS QUAD   -  MARTINEZ (1980)
 AA4032
 AA4032                         *CURRENT SURVEY CONTROL
 AA4032  ___________________________________________________________________
 AA4032* NAD 83(1986)-  33 33 30.     (N)    082 00 32.     (W)     SCALED    
 AA4032* NAVD 88     -        98.429  (meters)     322.93   (feet)  ADJUSTED  
 AA4032  ___________________________________________________________________
 AA4032  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AA4032  DYNAMIC HT  -          98.326 (meters)     322.59  (feet)  COMP
 AA4032  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 AA4032
 AA4032  VERT ORDER  -  FIRST     CLASS II
 AA4032
 AA4032.The horizontal coordinates were scaled from a topographic map and have
 AA4032.an estimated accuracy of +/- 6 seconds.
 AA4032
 AA4032.The orthometric height was determined by differential leveling
 AA4032.and adjusted by the National Geodetic Survey in September 1998..
 AA4032
 AA4032.The geoid height was determined by GEOID03.
 AA4032
 AA4032.The dynamic height is computed by dividing the NAVD 88
 AA4032.geopotential number by the normal gravity value computed on the
 AA4032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4032.degrees latitude (g = 980.6199 gals.).
 AA4032
 AA4032.The modeled gravity was interpolated from observed gravity values.
 AA4032
 AA4032;                    North         East    Units  Estimated Accuracy
 AA4032;SPC SC       -   191,750.      515,940.      MT  (+/- 180 meters Scaled)
 AA4032
 AA4032                          SUPERSEDED SURVEY CONTROL
 AA4032
 AA4032.No superseded survey control is available for this station.
 AA4032
 AA4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT063136(NAD 83)
 AA4032_MARKER: DD = SURVEY DISK
 AA4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4032_STAMPING: 19 010 1993
 AA4032_MARK LOGO: SCGS  
 AA4032_PROJECTION: FLUSH
 AA4032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4032+STABILITY: SURFACE MOTION
 AA4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4032+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 AA4032
 AA4032  HISTORY     - Date     Condition        Report By
 AA4032  HISTORY     - 1993     MONUMENTED       SCGS
 AA4032  HISTORY     - 20001114 GOOD             SCGS
 AA4032  HISTORY     - 20041116 GOOD             SCGS
 AA4032
 AA4032                          STATION DESCRIPTION
 AA4032
 AA4032'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4032'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTH NORTHWEST OF NORTH
 AA4032'AUGUSTA. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AA4032'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AA4032'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 230 (MARTINTOWN
 AA4032'ROAD), 3.5 MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO
 AA4032'NORTHWEST ON HIGHWAY 230 FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF
 AA4032'STATE ROAD 582 (GREGORY LAKE ROAD), CONTINUE ON HIGHWAY 230 FOR 1.0
 AA4032'MILE (1.6 KM) TO THE STATION IN THE NORTHEAST ANGLE OF THE SECOND
 AA4032'DRIVEWAY RIGHT LEADING BEHIND A BRICK HOUSE NUMBER 1455, 0.55 MILE
 AA4032'(0.89 KM) SOUTH OF THE JUNCTION OF STATE ROAD 178 (MURRAH ROAD).
 AA4032'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AA4032'CM) ABOVE THE HIGHWAY, 30.0 FEET (9.1 M) EAST NORTHEAST OF THE CENTER
 AA4032'OF THE HIGHWAY, 30.8 FEET (9.4 M) NORTH OF THE NORTH END OF A 1.4-FOOT
 AA4032'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY TO THE HOUSE, 15.6 FEET
 AA4032'(4.8 M) SOUTH SOUTHEAST OF THE CENTER OF THE DIRT DRIVEWAY LEADING
 AA4032'BEHIND THE HOUSE, 132.8 FEET (40.5 M) WEST OF THE WEST CORNER OF THE
 AA4032'BRICK PORTION OF THE HOUSE, 20.0 FEET (6.1 M) SOUTHWEST OF A 1.5-FOOT
 AA4032'CEDAR TREE, 2.1 FEET (0.6 M) WEST SOUTHWEST OF A WITNESS POST.
 AA4032'DESCRIBED BY T. HALL.
 AA4032
 AA4032                          STATION RECOVERY (2000)
 AA4032
 AA4032'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4032'STATION IS LOCATED 16.5 MILES (26.6 KM) SOUTH SOUTHWEST OF EDGEFIELD.
 AA4032'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA4032'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA4032'JUNCTION OVERPASS OF STATE HIGHWAY 230 AND INTERSTATE 20 (EXIT 1) ,
 AA4032'3.5 MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO NORTHWEST ON
 AA4032'HIGHWAY 230 FOR 1.55 MILES (2.49 KM) TO THE STATION ON THE RIGHT IN
 AA4032'THE NORTH ANGLE OF A DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 1455.
 AA4032'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 AA4032'ABOVE THE ROAD, 30.2 FEET (9.2 M) EAST NORTHEAST OF THE CENTER OF THE
 AA4032'HIGHWAY, 32.0 FEET (9.8 M) NORTH OF THE NORTH END OF A 1.2-FOOT
 AA4032'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 39.7 FEET (12.1 M) NORTH
 AA4032'NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO THE HOUSE, 17.0 FEET
 AA4032'(5.2 M) SOUTH OF THE CENTER OF A DRIVEWAY TO A STORAGE SHED, 2.1 FEET
 AA4032'(0.6 M) WEST NORTHWEST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
 AA4032
 AA4032                          STATION RECOVERY (2004)
 AA4032
 AA4032'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AA4032'STATION IS LOCATED 4.7 MILES NORTH NORTHWEST OF NORTH AUGUSTA, 16.5
 AA4032'MILES SOUTH  SOUTHWEST OF EDGEFIELD. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4032'PRECONSTRUCTION, P.O. BOX  191, COLUMBIA, SC 29202, PHONE
 AA4032'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4032'INTERSTATE 20 (EXIT 1)  AND STATE  HIGHWAY 230 (MARTINTOWN ROAD), 3.3
 AA4032'MILES NORTH NORTHWEST OF NORTH AUGUSTA, GO  NORTH NORTHWEST ON HIGHWAY
 AA4032'230 FOR 1.55 MILES TO THE STATION ON THE RIGHT IN THE  NORTH ANGLE OF
 AA4032'A DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 1455. STATION IS A CONCRETE
 AA4032'POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE THE HIGHWAY, 30.5  FEET
 AA4032'EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 32.0 FEET NORTH OF THE
 AA4032'NORTH END  OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY,
 AA4032'17.0 FEET SOUTH OF THE  CENTER OF THE DRIVEWAY TO A STORAGE SHED, 2.0
 AA4032'FEET WEST NORTHWEST OF A WITNESS  POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1809 ***********************************************************************
 AB1809  DESIGNATION -  19 010 X
 AB1809  PID         -  AB1809
 AB1809  STATE/COUNTY-  SC/EDGEFIELD
 AB1809  USGS QUAD   -  EDGEFIELD (1982)
 AB1809
 AB1809                         *CURRENT SURVEY CONTROL
 AB1809  ___________________________________________________________________
 AB1809* NAD 83(2001)-  33 48 42.70383(N)    081 56 26.91702(W)     ADJUSTED  
 AB1809* NAVD 88     -       160.937  (meters)     528.01   (feet)  ADJUSTED  
 AB1809  ___________________________________________________________________
 AB1809  X           -     743,741.105 (meters)                     COMP
 AB1809  Y           -  -5,252,614.877 (meters)                     COMP
 AB1809  Z           -   3,529,199.781 (meters)                     COMP
 AB1809  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AB1809  ELLIP HEIGHT-         131.21  (meters)          (05/19/05) GPS OBS
 AB1809  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AB1809  DYNAMIC HT  -         160.771 (meters)     527.46  (feet)  COMP
 AB1809  MODELED GRAV-     979,598.8   (mgal)                       NAVD 88
 AB1809
 AB1809  HORZ ORDER  -  FIRST
 AB1809  VERT ORDER  -  FIRST     CLASS II
 AB1809  ELLP ORDER  -  FOURTH    CLASS I
 AB1809
 AB1809.The horizontal coordinates were established by GPS observations
 AB1809.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1809
 AB1809.The orthometric height was determined by differential leveling
 AB1809.and adjusted by the National Geodetic Survey in September 1998..
 AB1809
 AB1809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1809
 AB1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1809
 AB1809.The ellipsoidal height was determined by GPS observations
 AB1809.and is referenced to NAD 83.
 AB1809
 AB1809.The geoid height was determined by GEOID03.
 AB1809
 AB1809.The dynamic height is computed by dividing the NAVD 88
 AB1809.geopotential number by the normal gravity value computed on the
 AB1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1809.degrees latitude (g = 980.6199 gals.).
 AB1809
 AB1809.The modeled gravity was interpolated from observed gravity values.
 AB1809
 AB1809;                    North         East     Units Scale Factor Converg.
 AB1809;SPC SC       -   219,807.165   522,511.204   MT  0.99979674   -0 31 17.7
 AB1809;SPC SC       -   721,152.12  1,714,275.60   iFT  0.99979674   -0 31 17.7
 AB1809;UTM  17      - 3,741,693.783   412,925.636   MT  0.99969347   -0 31 24.8
 AB1809
 AB1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1809!SPC SC       -   0.99997940  x   0.99979674  =   0.99977615
 AB1809!UTM  17      -   0.99997940  x   0.99969347  =   0.99967288
 AB1809
 AB1809                          SUPERSEDED SURVEY CONTROL
 AB1809
 AB1809  NAVD 88 (05/19/05)  160.94   (m)          528.0    (f) LEVELING    3  
 AB1809
 AB1809.Superseded values are not recommended for survey control.
 AB1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1809.See file dsdata.txt to determine how the superseded data were derived.
 AB1809
 AB1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1292641694(NAD 83)
 AB1809_MARKER: DD = SURVEY DISK
 AB1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1809_STAMPING: 19 010 X 1994
 AB1809_MARK LOGO: SCGS  
 AB1809_PROJECTION: RECESSED 5 CENTIMETERS
 AB1809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1809+STABILITY: SURFACE MOTION
 AB1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1809+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1809
 AB1809  HISTORY     - Date     Condition        Report By
 AB1809  HISTORY     - 1994     MONUMENTED       SCGS
 AB1809  HISTORY     - 20010711 GOOD             USPSQD
 AB1809  HISTORY     - 20041006 GOOD             SCGS
 AB1809
 AB1809                          STATION DESCRIPTION
 AB1809
 AB1809'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1809'STATION IS LOCATED 1.7 MILES (2.7 KM) NORTH NORTHWEST OF EDGEFIELD.
 AB1809'OWNERSHIP--AIKEN ELECTRIC COOPERATIVE INCORPORATED.  TO REACH THE
 AB1809'STATION FROM THE FORK JUNCTION OF STATE HIGHWAY 430 (MEETING STREET)
 AB1809'AND U.S.  HIGHWAY 25 (BUNCOMBE STREET) AT THE NORTH EDGE OF EDGEFIELD,
 AB1809'GO NORTHWEST ON HIGHWAY 25 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF
 AB1809'STATE ROAD 10 (U.S.  HIGHWAY 25 TRUCK ROUTE) , TURN LEFT ON ROAD 10
 AB1809'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR THE NORTHEAST
 AB1809'CORNER OF A BRICK BUILDING (AIKEN ELECTRIC COOPERATIVE INCORPORATED) .
 AB1809'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AB1809'ROAD, 8.0 FEET (2.4 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AB1809'CONCRETE FLAG POLE BASE, 15.7 FEET (4.8 M) EAST SOUTHEAST OF THE
 AB1809'NORTHEAST CORNER OF THE FRONT (MAIN) PART OF THE BUILDING, 11.5 FEET
 AB1809'(3.5 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A SIDEWALK TO THE
 AB1809'FRONT DOORS, 159.0 FEET (48.5 M) NORTHWEST OF THE CENTER OF THE ROAD.
 AB1809'DESCRIBED BY R.W.  ROBERTS.
 AB1809
 AB1809                          STATION RECOVERY (2001)
 AB1809
 AB1809'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1809'RECOVERED IN GOOD CONDITION.
 AB1809
 AB1809                          STATION RECOVERY (2004)
 AB1809
 AB1809'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1809'STATION IS LOCATED 1.8 MILES NORTH NORTHWEST OF EDGEFIELD.
 AB1809'OWNERSHIP--AIKEN ELECTRIC  COOPERATIVE INCORPORATED, 1195 BAUSKETT
 AB1809'STREET, EDGEFIELD, SC 29824, PHONE  803-637-3189. TO REACH THE STATION
 AB1809'FROM THE JUNCTION OF STATE HIGHWAY 430 AND U.S. HIGHWAY  25 (CREST
 AB1809'ROAD AND MEETING STREET ROAD), 1.2 MILES NORTH OF EDGEFIELD, GO
 AB1809'NORTHWEST ON HIGHWAY 25 FOR 0.7 MILE TO THE JUNCTION OF STATE ROAD 10
 AB1809'(U.S.  HIGHWAY 25 TRUCK ROUTE), TURN LEFT ON ROAD 10 FOR 0.05 MILE TO
 AB1809'THE STATION ON  THE RIGHT NEAR A FLAG POLE IN FRONT OF A BRICK
 AB1809'BUILDING (AIKEN ELECTRIC  COOPERATIVE INCORPORATED). STATION IS A
 AB1809'CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH A SIDEWALK, 7.9 FEET
 AB1809'SOUTH SOUTHWEST OF THE WEST CORNER OF A CONCRETE FLAG POLE BASE, 16.7
 AB1809'FEET EAST  SOUTHEAST OF THE NORTHEAST CORNER OF THE FRONT (MAIN) PART
 AB1809'OF THE BUILDING, 11.4  FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF
 AB1809'A SIDEWALK TO THE FRONT DOORS,  99.0 FEET NORTHWEST OF THE NORTHWEST
 AB1809'LEG OF A WOOD SIGN (AIKEN ELECTRIC  COOPERATIVE INCORPORATED, DISTRICT
 AB1809'OFFICE), 160.0 FEET NORTHWEST OF THE CENTER OF  THE ROAD, 24.2 FEET
 AB1809'SOUTH SOUTHEAST OF A METAL LIGHT POLE NEAR THE FRONT DOORS. RECOVERED
 AB1809'BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4031 ***********************************************************************
 AA4031  DESIGNATION -  19 011
 AA4031  PID         -  AA4031
 AA4031  STATE/COUNTY-  SC/EDGEFIELD
 AA4031  USGS QUAD   -  NORTH AUGUSTA (1980)
 AA4031
 AA4031                         *CURRENT SURVEY CONTROL
 AA4031  ___________________________________________________________________
 AA4031* NAD 83(2001)-  33 32 49.37322(N)    081 59 55.69930(W)     ADJUSTED  
 AA4031* NAVD 88     -        60.158  (meters)     197.37   (feet)  ADJUSTED  
 AA4031  ___________________________________________________________________
 AA4031  X           -     740,679.560 (meters)                     COMP
 AA4031  Y           -  -5,269,411.709 (meters)                     COMP
 AA4031  Z           -   3,504,701.271 (meters)                     COMP
 AA4031  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 AA4031  ELLIP HEIGHT-          30.24  (meters)          (05/19/05) GPS OBS
 AA4031  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 AA4031  DYNAMIC HT  -          60.095 (meters)     197.16  (feet)  COMP
 AA4031  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 AA4031
 AA4031  HORZ ORDER  -  FIRST
 AA4031  VERT ORDER  -  FIRST     CLASS II
 AA4031  ELLP ORDER  -  FOURTH    CLASS I
 AA4031
 AA4031.The horizontal coordinates were established by GPS observations
 AA4031.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AA4031
 AA4031.The orthometric height was determined by differential leveling
 AA4031.and adjusted by the National Geodetic Survey in September 1998..
 AA4031
 AA4031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4031
 AA4031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4031
 AA4031.The ellipsoidal height was determined by GPS observations
 AA4031.and is referenced to NAD 83.
 AA4031
 AA4031.The geoid height was determined by GEOID03.
 AA4031
 AA4031.The dynamic height is computed by dividing the NAVD 88
 AA4031.geopotential number by the normal gravity value computed on the
 AA4031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4031.degrees latitude (g = 980.6199 gals.).
 AA4031
 AA4031.The modeled gravity was interpolated from observed gravity values.
 AA4031
 AA4031;                    North         East     Units Scale Factor Converg.
 AA4031;SPC SC       -   190,492.670   516,859.079   MT  0.99979592   -0 33 13.5
 AA4031;SPC SC       -   624,975.95  1,695,731.89   iFT  0.99979592   -0 33 13.5
 AA4031;UTM  17      - 3,712,382.086   407,273.966   MT  0.99970600   -0 33 07.2
 AA4031
 AA4031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4031!SPC SC       -   0.99999525  x   0.99979592  =   0.99979117
 AA4031!UTM  17      -   0.99999525  x   0.99970600  =   0.99970125
 AA4031
 AA4031                          SUPERSEDED SURVEY CONTROL
 AA4031
 AA4031  NAVD 88 (05/19/05)   60.16   (m)          197.4    (f) LEVELING    3  
 AA4031
 AA4031.Superseded values are not recommended for survey control.
 AA4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4031.See file dsdata.txt to determine how the superseded data were derived.
 AA4031
 AA4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0727412382(NAD 83)
 AA4031_MARKER: DD = SURVEY DISK
 AA4031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4031_STAMPING: 19 011 1993
 AA4031_MARK LOGO: SCGS  
 AA4031_PROJECTION: FLUSH
 AA4031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4031+STABILITY: SURFACE MOTION
 AA4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4031+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 AA4031
 AA4031  HISTORY     - Date     Condition        Report By
 AA4031  HISTORY     - 1993     MONUMENTED       SCGS
 AA4031  HISTORY     - 20001113 GOOD             SCGS
 AA4031  HISTORY     - 20031006 GOOD             USPSQD
 AA4031  HISTORY     - 20041116 GOOD             SCGS
 AA4031
 AA4031                          STATION DESCRIPTION
 AA4031
 AA4031'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4031'STATION IS LOCATED 4.1 MILES (6.6 KM) NORTH NORTHWEST OF NORTH
 AA4031'AUGUSTA. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AA4031'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AA4031'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 230 (MARTINTOWN
 AA4031'ROAD), 3.5 MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO
 AA4031'NORTHWEST ON HIGHWAY 230 FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF
 AA4031'STATE ROAD 582 (GREGORY LAKE ROAD), TURN RIGHT ON ROAD 582 FOR 0.05
 AA4031'MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 AA4031'SOUTHEAST ANGLE OF A GRAVEL DRIVEWAY LEADING EAST SOUTHEAST. STATION
 AA4031'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE
 AA4031'THE ROAD, 32.5 FEET (9.9 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD,
 AA4031'13.2 FEET (4.0 M) SOUTHEAST OF THE SOUTH END OF A 1.4-FOOT IRON PIPE
 AA4031'CULVERT BENEATH THE DRIVEWAY, 5.0 FEET (1.5 M) SOUTHEAST OF A
 AA4031'TELEPHONE JUNCTION BOX NUMBER 2294, 18.5 FEET (5.6 M) WEST SOUTHWEST
 AA4031'OF THE SOUTH GATE POST AT THE DRIVEWAY ENTRANCE, 130.0 FEET (39.6 M)
 AA4031'NORTHEAST OF A POWER POLE NUMBER 403687 WITH THREE GUY WIRES AND A
 AA4031'TRANSFORMER, 5.2 FEET (1.6 M) SOUTH SOUTHEAST OF A WITNESS POST AT THE
 AA4031'POWER POLE NUMBER 58. DESCRIBED BY C.E. GEOGHEGAN.
 AA4031
 AA4031                          STATION RECOVERY (2000)
 AA4031
 AA4031'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4031'STATION IS LOCATED 17.1 MILES (27.5 KM) SOUTH SOUTHWEST OF EDGEFIELD.
 AA4031'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA4031'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA4031'JUNCTION OVERPASS OF STATE HIGHWAY 230 AND INTERSTATE 20 (EXIT 1) ,
 AA4031'3.5 MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO NORTHWEST ON
 AA4031'HIGHWAY 230 FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE ROAD 582
 AA4031'(GREGORY LAKE ROAD) , TURN LEFT ON ROAD 582 FOR 0.05 MILE (0.08 KM) TO
 AA4031'THE STATION ON THE RIGHT NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF A
 AA4031'GRAVEL FIELD ACCESS ROAD.  STATION IS A CONCRETE POST FLUSH WITH THE
 AA4031'GROUND AND LEVEL WITH, 32.4 FEET (9.9 M) EAST SOUTHEAST OF THE CENTER
 AA4031'OF THE ROAD, 24.7 FEET (7.5 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 AA4031'GRAVEL ROAD, 6.0 FEET (1.8 M) SOUTH OF THE POWER POLE NUMBER 35707/58,
 AA4031'5.1 FEET (1.6 M) SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 2294,
 AA4031'38.6 FEET (11.8 M) NORTHEAST OF THE BLANK END OF A 1.5-FOOT CONCRETE
 AA4031'PIPE CULVERT BENEATH AN ENTRANCE DRIVE TO A RESTAURANT, 5.5 FEET (1.7
 AA4031'M) SOUTH OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
 AA4031
 AA4031                          STATION RECOVERY (2003)
 AA4031
 AA4031'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 AA4031'STATION RECOVERY 2000
 AA4031'THE DIRECTIONS SHOULD READ TURN RIGHT ON ROAD 582 INSTEAD OF LEFT.
 AA4031
 AA4031                          STATION RECOVERY (2004)
 AA4031
 AA4031'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AA4031'STATION IS LOCATED 3.35 MILES NORTH NORTHWEST OF NORTH AUGUSTA, 17.1
 AA4031'MILES SOUTH  SOUTHWEST OF EDGEFIELD. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4031'PRECONSTRUCTION, P.O. BOX  191, COLUMBIA, SC 29202, PHONE
 AA4031'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4031'INTERSTATE 20 (EXIT 1) AND STATE  HIGHWAY 230 (MARTINTOWN ROAD), 3.3
 AA4031'MILES NORTH NORTHWEST OF NORTH AUGUSTA, GO  NORTH NORTHWEST ON HIGHWAY
 AA4031'230 FOR 0.6 MILE TO THE JUNCTION OF STATE ROAD 582  (GREGORY LAKE
 AA4031'ROAD), TURN RIGHT ON ROAD 582 FOR 0.05 MILE TO THE STATION ON THE
 AA4031'RIGHT  NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF A GATED GRAVEL ROAD
 AA4031'LEADING EAST. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4031'LEVEL WITH ROAD 582, 6.6 FEET  WEST SOUTHWEST OF THE SOUTHWEST METAL
 AA4031'GATE POST, 32.5 FEET EAST SOUTHEAST OF THE  CENTER OF ROAD 582, 25.0
 AA4031'FEET SOUTH SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 2.6  FEET SOUTH
 AA4031'OF THE POWER POLE NUMBER 58, 39.0 FEET  NORTHEAST OF THE NORTH END OF
 AA4031'A  1.5-FOOT CONCRETE PIPE CULVERT BENEATH AN ENTRANCE DRIVE TO A
 AA4031'RESTAURANT, 5.1 FEET  SOUTHEAST OF TELEPHONE JUNCTION BOX NUMBER 2294,
 AA4031'5.5 FEET SOUTH OF A WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1808 ***********************************************************************
 AB1808  DESIGNATION -  19 011 X
 AB1808  PID         -  AB1808
 AB1808  STATE/COUNTY-  SC/EDGEFIELD
 AB1808  USGS QUAD   -  EDGEFIELD (1982)
 AB1808
 AB1808                         *CURRENT SURVEY CONTROL
 AB1808  ___________________________________________________________________
 AB1808* NAD 83(1986)-  33 49 08.     (N)    081 56 56.     (W)     SCALED    
 AB1808* NAVD 88     -       163.829  (meters)     537.50   (feet)  ADJUSTED  
 AB1808  ___________________________________________________________________
 AB1808  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AB1808  DYNAMIC HT  -         163.660 (meters)     536.94  (feet)  COMP
 AB1808  MODELED GRAV-     979,600.7   (mgal)                       NAVD 88
 AB1808
 AB1808  VERT ORDER  -  FIRST     CLASS II
 AB1808
 AB1808.The horizontal coordinates were scaled from a topographic map and have
 AB1808.an estimated accuracy of +/- 6 seconds.
 AB1808
 AB1808.The orthometric height was determined by differential leveling
 AB1808.and adjusted by the National Geodetic Survey in September 1998..
 AB1808
 AB1808.The geoid height was determined by GEOID03.
 AB1808
 AB1808.The dynamic height is computed by dividing the NAVD 88
 AB1808.geopotential number by the normal gravity value computed on the
 AB1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1808.degrees latitude (g = 980.6199 gals.).
 AB1808
 AB1808.The modeled gravity was interpolated from observed gravity values.
 AB1808
 AB1808;                    North         East    Units  Estimated Accuracy
 AB1808;SPC SC       -   220,590.      521,770.      MT  (+/- 180 meters Scaled)
 AB1808
 AB1808                          SUPERSEDED SURVEY CONTROL
 AB1808
 AB1808.No superseded survey control is available for this station.
 AB1808
 AB1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT121424(NAD 83)
 AB1808_MARKER: DD = SURVEY DISK
 AB1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1808_STAMPING: 19 011 X 1994
 AB1808_MARK LOGO: SCGS  
 AB1808_PROJECTION: FLUSH
 AB1808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1808+STABILITY: SURFACE MOTION
 AB1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1808+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1808
 AB1808  HISTORY     - Date     Condition        Report By
 AB1808  HISTORY     - 1994     MONUMENTED       SCGS
 AB1808  HISTORY     - 20010711 GOOD             USPSQD
 AB1808  HISTORY     - 20041006 GOOD             SCGS
 AB1808
 AB1808                          STATION DESCRIPTION
 AB1808
 AB1808'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1808'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTH NORTHEAST OF EDGEFIELD.
 AB1808'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1808'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1808'FORK JUNCTION OF STATE HIGHWAY 430 (MEETING STREET) AND U.S. HIGHWAY
 AB1808'25 (BUNCOMBE STREET) AT THE NORTH EDGE OF EDGEFIELD, GO NORTHWEST ON
 AB1808'HIGHWAY 25 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 10
 AB1808'(U.S.  HIGHWAY 25 TRUCK ROUTE) , CONTINUE ON HIGHWAY 25 FOR 0.7 MILE
 AB1808'(1.1 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE SIDE YARD
 AB1808'OF A BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 AB1808'3.7 FEET (1.1 M) SOUTHWEST OF THE POWER POLE NUMBER
 AB1808'38852/279-3-6.8-3.6 WITH A TRANSFORMER, 69.6 FEET (21.2 M) SOUTHWEST
 AB1808'OF THE CENTER OF THE HIGHWAY, 92.4 FEET (28.2 M) NORTH OF THE WEST
 AB1808'CORNER OF THE HOUSE, 16.0 FEET (4.9 M) NORTH NORTHWEST OF THE CENTER
 AB1808'OF THE DRIVEWAY TO THE HOUSE, 4.1 FEET (1.2 M) SOUTHWEST OF A WITNESS
 AB1808'POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1808
 AB1808                          STATION RECOVERY (2001)
 AB1808
 AB1808'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1808'RECOVERED IN GOOD CONDITION.
 AB1808
 AB1808                          STATION RECOVERY (2004)
 AB1808
 AB1808'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1808'STATION IS LOCATED 2.4 MILES NORTH NORTHWEST OF EDGEFIELD.
 AB1808'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AB1808'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AB1808'JUNCTION OF STATE HIGHWAY 430 AND U.S. HIGHWAY 25 (CREST  ROAD AND
 AB1808'MEETING STREET ROAD), 1.2 MILES NORTH OF EDGEFIELD, GO NORTHWEST ON
 AB1808'HIGHWAY  25 FOR 0.7 MILE TO THE JUNCTION OF STATE ROAD 10 (U.S.
 AB1808'HIGHWAY 25 TRUCK ROUTE), CONTINUE  ON HIGHWAY 25 FOR 0.7 MILE TO THE
 AB1808'STATION ON THE LEFT NEAR A POWER POLE IN THE WEST  ANGLE OF A DRIVEWAY
 AB1808'LEADING TO A BRICK HOUSE NUMBER 1011. STATION IS A CONCRETE POST FLUSH
 AB1808'WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 73.0   FEET SOUTHWEST OF
 AB1808'THE CENTER OF THE HIGHWAY, 3.7 FEET SOUTHWEST OF A POWER POLE  NUMBER
 AB1808'38852 WITH A TRANSFORMER, 92.5 FEET NORTH OF THE WEST CORNER OF A
 AB1808'BRICK HOUSE  NUMBER 1011, 18.0 FEET NORTHWEST OF THE CENTER OF THE
 AB1808'DRIVEWAY TO THE HOUSE, 4.0 FEET  SOUTHWEST OF A WITNESS POST.
 AB1808'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1807 ***********************************************************************
 AB1807  DESIGNATION -  19 012
 AB1807  PID         -  AB1807
 AB1807  STATE/COUNTY-  SC/EDGEFIELD
 AB1807  USGS QUAD   -  EDGEFIELD (1982)
 AB1807
 AB1807                         *CURRENT SURVEY CONTROL
 AB1807  ___________________________________________________________________
 AB1807* NAD 83(2001)-  33 49 36.51726(N)    081 57 51.51954(W)     ADJUSTED  
 AB1807* NAVD 88     -       158.852  (meters)     521.17   (feet)  ADJUSTED  
 AB1807  ___________________________________________________________________
 AB1807  X           -     741,457.366 (meters)                     COMP
 AB1807  Y           -  -5,252,004.039 (meters)                     COMP
 AB1807  Z           -   3,530,576.173 (meters)                     COMP
 AB1807  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AB1807  ELLIP HEIGHT-         129.18  (meters)          (05/19/05) GPS OBS
 AB1807  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 AB1807  DYNAMIC HT  -         158.689 (meters)     520.63  (feet)  COMP
 AB1807  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 AB1807
 AB1807  HORZ ORDER  -  FIRST
 AB1807  VERT ORDER  -  FIRST     CLASS II
 AB1807  ELLP ORDER  -  FOURTH    CLASS I
 AB1807
 AB1807.The horizontal coordinates were established by GPS observations
 AB1807.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1807
 AB1807.The orthometric height was determined by differential leveling
 AB1807.and adjusted by the National Geodetic Survey in September 1998..
 AB1807
 AB1807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1807
 AB1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1807
 AB1807.The ellipsoidal height was determined by GPS observations
 AB1807.and is referenced to NAD 83.
 AB1807
 AB1807.The geoid height was determined by GEOID03.
 AB1807
 AB1807.The dynamic height is computed by dividing the NAVD 88
 AB1807.geopotential number by the normal gravity value computed on the
 AB1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1807.degrees latitude (g = 980.6199 gals.).
 AB1807
 AB1807.The modeled gravity was interpolated from observed gravity values.
 AB1807
 AB1807;                    North         East     Units Scale Factor Converg.
 AB1807;SPC SC       -   221,484.846   520,351.324   MT  0.99979742   -0 32 04.6
 AB1807;SPC SC       -   726,656.32  1,707,189.38   iFT  0.99979742   -0 32 04.6
 AB1807;UTM  17      - 3,743,371.373   410,766.037   MT  0.99969816   -0 32 12.7
 AB1807
 AB1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1807!SPC SC       -   0.99997972  x   0.99979742  =   0.99977714
 AB1807!UTM  17      -   0.99997972  x   0.99969816  =   0.99967789
 AB1807
 AB1807                          SUPERSEDED SURVEY CONTROL
 AB1807
 AB1807  NAVD 88 (05/19/05)  158.85   (m)          521.2    (f) LEVELING    3  
 AB1807
 AB1807.Superseded values are not recommended for survey control.
 AB1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1807.See file dsdata.txt to determine how the superseded data were derived.
 AB1807
 AB1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1076643371(NAD 83)
 AB1807_MARKER: DD = SURVEY DISK
 AB1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1807_STAMPING: 19 012 1994
 AB1807_MARK LOGO: SCGS  
 AB1807_PROJECTION: FLUSH
 AB1807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1807+STABILITY: SURFACE MOTION
 AB1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1807+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1807
 AB1807  HISTORY     - Date     Condition        Report By
 AB1807  HISTORY     - 1994     MONUMENTED       SCGS
 AB1807  HISTORY     - 20010711 GOOD             USPSQD
 AB1807  HISTORY     - 20041006 GOOD             SCGS
 AB1807
 AB1807                          STATION DESCRIPTION
 AB1807
 AB1807'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1807'STATION IS LOCATED 3.25 MILES (5.23 KM) NORTHWEST OF EDGEFIELD.
 AB1807'OWNERSHIP--EDGEFIELD WOODS RETIREMENT HOME, ROUTE 1, BOX 167,
 AB1807'EDGEFIELD, SC 29824, PHONE 803-637-5301.  TO REACH THE STATION FROM
 AB1807'THE JUNCTION OF U.S.  HIGHWAY 25 AND STATE HIGHWAY 283, 3.95 MILES
 AB1807'(6.36 KM) NORTHWEST OF EDGEFIELD, GO SOUTH SOUTHEAST OF HIGHWAY 25 FOR
 AB1807'0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 236 (ENTRANCE DRIVE
 AB1807'FOR A RETIREMENT HOME) , TURN RIGHT ON ROAD 236 FOR 0.05 MILE (0.08
 AB1807'KM) TO A FORK RIGHT (CIRCLE DRIVE FOR RETIREMENT HOME) , TURN RIGHT
 AB1807'FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR THE ENTRANCE SIDEWALK FOR
 AB1807'EDGEFIELD WOODS.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1807'LEVEL WITH THE DRIVE, 5.8 FEET (1.8 M) SOUTH SOUTHWEST OF THE
 AB1807'SOUTHWEST EDGE OF A CONCRETE CURB AROUND THE CIRCLE DRIVE, 83.4 FEET
 AB1807'(25.4 M) SOUTH SOUTHWEST OF A FLAGPOLE, 60.5 FEET (18.4 M) WEST
 AB1807'NORTHWEST OF A FIRE HYDRANT, 14.1 FEET (4.3 M) EAST SOUTHEAST OF THE
 AB1807'SOUTHEAST EDGE OF A SIDEWALK LEADING TO THE FRONT DOOR, 66.4 FEET
 AB1807'(20.2 M) NORTH NORTHEAST OF THE NORTH EDGE OF A CONCRETE PATIO AT
 AB1807'FRONT OF THE BUILDING.  DESCRIBED BY R.W.  ROBERTS.
 AB1807
 AB1807                          STATION RECOVERY (2001)
 AB1807
 AB1807'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1807'RECOVERED IN GOOD CONDITION.
 AB1807
 AB1807                          STATION RECOVERY (2004)
 AB1807
 AB1807'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1807'STATION IS LOCATED 3.35 MILES NORTHWEST OF EDGEFIELD. OWNERSHIP--MANOR
 AB1807'HOUSE OF  EDGEFIELD, 1139 U.S. HIGHWAY 25, EDGEFIELD, SC 29824, PHONE
 AB1807'803-637-5301. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AB1807'283 (PLUM BRANCH ROAD)  AND U.S. HIGHWAY 25, 4.0 MILES NORTHWEST OF
 AB1807'EDGEFIELD, GO SOUTH SOUTHEAST ON  HIGHWAY 25 FOR 0.7 MILE TO THE
 AB1807'JUNCTION OF STATE ROAD 236 (ENTRANCE TO MANOR  HOUSE RETIREMENT HOME),
 AB1807'TURN RIGHT ON ROAD 236 FOR 0.05 MILE TO A FORK RIGHT  (CIRCLE DRIVE TO
 AB1807'RETIREMENT HOME), BEAR RIGHT ON THE DRIVE FOR 0.05 MILE TO THE STATION
 AB1807'ON  THE RIGHT NEAR THE ENTRANCE SIDEWALK FOR THE MANOR HOUSE (JASMINE
 AB1807'BUILDING). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AB1807'WITH DRIVE,  6.0 FEET  EAST SOUTHEAST OF THE SOUTHWEST EDGE OF A
 AB1807'CONCRETE CURB AROUND THE CIRCLE  DRIVE, 14.1 FEET SOUTH SOUTHWEST OF
 AB1807'THE SOUTHEAST EDGE OF THE SIDEWALK LEADING TO  THE FRONT DOOR, 83.4
 AB1807'FEET SOUTH SOUTHWEST OF A FLAG POLE, 60.5 FEET NORTHWEST OF A  FIRE
 AB1807'HYDRANT, 51.8 FEET NORTH NORTHEAST OF THE EAST CORNER OF THE EAST
 AB1807'BRICK PILLAR  SUPPORTING A ROOFED PATIO AT THE FRONT OF THE BUILDING.
 AB1807'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1805 ***********************************************************************
 AB1805  DESIGNATION -  19 013
 AB1805  PID         -  AB1805
 AB1805  STATE/COUNTY-  SC/EDGEFIELD
 AB1805  USGS QUAD   -  EDGEFIELD (1982)
 AB1805
 AB1805                         *CURRENT SURVEY CONTROL
 AB1805  ___________________________________________________________________
 AB1805* NAD 83(1986)-  33 50 52.     (N)    081 58 46.     (W)     SCALED    
 AB1805* NAVD 88     -       139.471  (meters)     457.58   (feet)  ADJUSTED  
 AB1805  ___________________________________________________________________
 AB1805  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 AB1805  DYNAMIC HT  -         139.328 (meters)     457.11  (feet)  COMP
 AB1805  MODELED GRAV-     979,608.7   (mgal)                       NAVD 88
 AB1805
 AB1805  VERT ORDER  -  FIRST     CLASS II
 AB1805
 AB1805.The horizontal coordinates were scaled from a topographic map and have
 AB1805.an estimated accuracy of +/- 6 seconds.
 AB1805
 AB1805.The orthometric height was determined by differential leveling
 AB1805.and adjusted by the National Geodetic Survey in September 1998..
 AB1805
 AB1805.The geoid height was determined by GEOID03.
 AB1805
 AB1805.The dynamic height is computed by dividing the NAVD 88
 AB1805.geopotential number by the normal gravity value computed on the
 AB1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1805.degrees latitude (g = 980.6199 gals.).
 AB1805
 AB1805.The modeled gravity was interpolated from observed gravity values.
 AB1805
 AB1805;                    North         East    Units  Estimated Accuracy
 AB1805;SPC SC       -   223,820.      518,970.      MT  (+/- 180 meters Scaled)
 AB1805
 AB1805                          SUPERSEDED SURVEY CONTROL
 AB1805
 AB1805.No superseded survey control is available for this station.
 AB1805
 AB1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT093457(NAD 83)
 AB1805_MARKER: DD = SURVEY DISK
 AB1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1805_STAMPING: 19 013 1994
 AB1805_MARK LOGO: SCGS  
 AB1805_PROJECTION: FLUSH
 AB1805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1805+STABILITY: SURFACE MOTION
 AB1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1805+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1805
 AB1805  HISTORY     - Date     Condition        Report By
 AB1805  HISTORY     - 1994     MONUMENTED       SCGS
 AB1805  HISTORY     - 20010711 GOOD             USPSQD
 AB1805  HISTORY     - 20041006 GOOD             SCGS
 AB1805
 AB1805                          STATION DESCRIPTION
 AB1805
 AB1805'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1805'STATION IS LOCATED 4.95 MILES (7.97 KM) NORTHWEST OF EDGEFIELD.
 AB1805'OWNERSHIP--SANDY WHITEHOUSE, ROUTE 1, BOX 180C, EDGEFIELD, SC 29824.
 AB1805'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 25 AND STATE
 AB1805'HIGHWAY 283, 3.95 MILES (6.36 KM) NORTHWEST OF EDGEFIELD, GO NORTH
 AB1805'NORTHWEST ON HIGHWAY 25 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE
 AB1805'LEFT NEAR THE BRICK ENTRANCE WALK FOR A TWO STORY WOODEN HOME (CEDAR
 AB1805'GROVE-HISTORIC HOME) .  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1805'GROUND AND 5.0 FEET (1.5 M) ABOVE THE HIGHWAY, 5.8 FEET (1.8 M)
 AB1805'NORTHWEST OF THE NORTHWEST EDGE OF THE BRICK SIDEWALK LEADING TO THE
 AB1805'FRONT DOORS OF THE HOME, 72.8 FEET (22.2 M) WEST SOUTHWEST OF THE
 AB1805'CENTER OF THE HIGHWAY, 64.4 FEET (19.6 M) EAST NORTHEAST OF THE
 AB1805'NORTHEAST CORNER OF THE HOUSE, 6.6 FEET (2.0 M) WEST OF A METAL LAMP
 AB1805'POST IN THE FRONT YARD.  DESCRIBED BY R.W.  ROBERTS.
 AB1805
 AB1805                          STATION RECOVERY (2001)
 AB1805
 AB1805'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1805'THE NAME OF THE HOME HAS BEEN CHANGED TO CEDAR GROVE PLANTATION.
 AB1805
 AB1805                          STATION RECOVERY (2004)
 AB1805
 AB1805'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1805'STATION IS LOCATED 5.0 MILES NORTHWEST OF EDGEFIELD. OWNERSHIP--CEDAR
 AB1805'GROVE  PLANTATION, BED AND BREAKFAST, INNKEEPERS-SANDY AND JOHN
 AB1805'WHITEHOUSE, ROUTE 1 BOX 1806,  EDGEFIELD, SC 29824, PHONE
 AB1805'803-637-3056. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AB1805'283 (PLUM BRANCH ROAD)  AND U.S. HIGHWAY 25, 4.0 MILES NORTHWEST OF
 AB1805'EDGEFIELD, GO NORTH NORTHWEST ON  HIGHWAY 25 FOR 1.0 MILE TO THE
 AB1805'STATION ON THE LEFT NEAR THE BRICK ENTRANCE WALK FOR A  TWO STORY WOOD
 AB1805'HOUSE (CEDAR GROVE PLANTATION). STATION IS A CONCRETE POST FLUSH WITH
 AB1805'THE GROUND AND 5.0 FEET ABOVE THE HIGHWAY, 5.6  FEET NORTHWEST OF THE
 AB1805'NORTHWEST EDGE OF THE BRICK SIDEWALK LEADING TO THE FRONT  DOORS OF
 AB1805'THE HOME, 63.5 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 AB1805'HOUSE,  6.3 FEET WEST NORTHWEST OF A METAL LAMP POST, 73.0 FEET WEST
 AB1805'SOUTHWEST OF THE  CENTER OF THE HIGHWAY, 21.0 FEET WEST SOUTHWEST OF
 AB1805'THE CENTER OF THE DRIVEWAY. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1804 ***********************************************************************
 AB1804  HT_MOD      -  This is a Height Modernization Survey Station.
 AB1804  DESIGNATION -  19 014
 AB1804  PID         -  AB1804
 AB1804  STATE/COUNTY-  SC/EDGEFIELD
 AB1804  USGS QUAD   -  EDGEFIELD (1982)
 AB1804
 AB1804                         *CURRENT SURVEY CONTROL
 AB1804  ___________________________________________________________________
 AB1804* NAD 83(2001)-  33 51 26.20985(N)    081 59 10.12571(W)     ADJUSTED  
 AB1804* NAVD 88     -       128.96   (meters)     423.1    (feet)  GPS OBS   
 AB1804  ___________________________________________________________________
 AB1804  X           -     739,189.944 (meters)                     COMP
 AB1804  Y           -  -5,250,397.818 (meters)                     COMP
 AB1804  Z           -   3,533,366.722 (meters)                     COMP
 AB1804  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AB1804  ELLIP HEIGHT-          99.32  (meters)          (05/19/05) GPS OBS
 AB1804  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AB1804
 AB1804  HORZ ORDER  -  FIRST
 AB1804  ELLP ORDER  -  FOURTH    CLASS I
 AB1804
 AB1804.The horizontal coordinates were established by GPS observations
 AB1804.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1804
 AB1804.The orthometric height was determined by GPS observations and a
 AB1804.high-resolution geoid model using precise GPS observation and
 AB1804.processing techniques. It supersedes the leveled height previously
 AB1804.determined for this station.
 AB1804
 AB1804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1804
 AB1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1804
 AB1804.The ellipsoidal height was determined by GPS observations
 AB1804.and is referenced to NAD 83.
 AB1804
 AB1804.The geoid height was determined by GEOID03.
 AB1804
 AB1804;                    North         East     Units Scale Factor Converg.
 AB1804;SPC SC       -   224,882.816   518,362.755   MT  0.99979901   -0 32 48.2
 AB1804;SPC SC       -   737,804.51  1,700,665.21   iFT  0.99979901   -0 32 48.2
 AB1804;UTM  17      - 3,746,769.097   408,777.810   MT  0.99970258   -0 32 58.0
 AB1804
 AB1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1804!SPC SC       -   0.99998441  x   0.99979901  =   0.99978342
 AB1804!UTM  17      -   0.99998441  x   0.99970258  =   0.99968699
 AB1804
 AB1804                          SUPERSEDED SURVEY CONTROL
 AB1804
 AB1804  NAVD 88 (09/04/98)  128.937  (m)          423.02   (f) ADJUSTED    1 2
 AB1804
 AB1804.Superseded values are not recommended for survey control.
 AB1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1804.See file dsdata.txt to determine how the superseded data were derived.
 AB1804
 AB1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0877846769(NAD 83)
 AB1804_MARKER: DD = SURVEY DISK
 AB1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1804_STAMPING: 19 014 1994
 AB1804_MARK LOGO: SCGS  
 AB1804_PROJECTION: FLUSH
 AB1804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1804+STABILITY: SURFACE MOTION
 AB1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1804+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1804
 AB1804  HISTORY     - Date     Condition        Report By
 AB1804  HISTORY     - 1994     MONUMENTED       SCGS
 AB1804  HISTORY     - 20010711 GOOD             USPSQD
 AB1804  HISTORY     - 20041006 GOOD             SCGS
 AB1804
 AB1804                          STATION DESCRIPTION
 AB1804
 AB1804'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1804'STATION IS LOCATED 5.65 MILES (9.09 KM) NORTHWEST OF EDGEFIELD.
 AB1804'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1804'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1804'JUNCTION OF U.S.  HIGHWAY 25 AND STATE HIGHWAY 283, 3.95 MILES (6.36
 AB1804'KM) NORTHWEST OF EDGEFIELD, GO NORTH NORTHWEST ON HIGHWAY 25 FOR 1.7
 AB1804'MILES (2.7 KM) TO THE JUNCTION OF STATE ROAD 296 (MOORES DRIVE) , TURN
 AB1804'LEFT ON ROAD 296 FOR 0.15 MILE (0.24 KM) TO THE STATION NEAR A POWER
 AB1804'POLE IN THE WEST SOUTHWEST ANGLE OF A GATED GRAVEL FOREST ACCESS ROAD
 AB1804'LEFT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 AB1804'(0.6 M) ABOVE THE ROAD 296, 32.5 FEET (9.9 M) SOUTH SOUTHEAST OF THE
 AB1804'CENTER OF THE ROAD, 29.6 FEET (9.0 M) NORTH OF THE NORTHWEST GATE POST
 AB1804'WITH A SCGS REFERENCE WASHER ATTACHED, 70.7 FEET (21.5 M) WEST
 AB1804'SOUTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 AB1804'THE GRAVEL ROAD, 3.9 FEET (1.2 M) SOUTHEAST OF THE POWER POLE NUMBER
 AB1804'65085/24843766 WITH A GUY WIRE, 5.3 FEET (1.6 M) NORTH NORTHWEST OF A
 AB1804'WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1804
 AB1804                          STATION RECOVERY (2001)
 AB1804
 AB1804'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1804'RECOVERED IN GOOD CONDITION.
 AB1804
 AB1804                          STATION RECOVERY (2004)
 AB1804
 AB1804'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1804'STATION IS LOCATED 5.8 MILES NORTHWEST OF EDGEFIELD, 10.8 MILES WEST
 AB1804'OF JOHNSTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AB1804'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM
 AB1804'THE JUNCTION OF STATE HIGHWAY 283 (PLUM BRANCH ROAD)  AND U.S. HIGHWAY
 AB1804'25, 4.0 MILES NORTHWEST OF EDGEFIELD, GO NORTH NORTHWEST ON  HIGHWAY
 AB1804'25 FOR 1.7 MILES TO THE JUNCTION OF STATE ROAD 296 (MOORES DRIVE),
 AB1804'TURN  LEFT ON ROAD 296 FOR 0.15 MILE TO THE STATION ON THE LEFT NEAR A
 AB1804'POWER POLE IN THE  SOUTHWEST ANGLE OF A GATED GRAVEL FOREST ACCESS
 AB1804'ROAD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET
 AB1804'ABOVE THE ROAD, 32.0 FEET  SOUTH SOUTHEAST OF THE CENTER OF ROAD 296,
 AB1804'4.0 FEET SOUTHEAST OF THE POWER POLE  NUMBER 65085 WITH GUY WIRE, 69.4
 AB1804'FEET NORTH NORTHEAST OF THE NORTHWEST ONE OF TWO  WOOD GATE POSTS WITH
 AB1804'A SCGS REFERENCE WASHER ATTACHED, 23.0 FEET NORTHWEST OF THE  CENTER
 AB1804'OF THE GRAVEL ROAD, 71.0 FEET WEST SOUTHWEST OF THE WEST END OF A
 AB1804'1.2-FOOT  CONCRETE PIPE CULVERT BENEATH THE GRAVEL ROAD, 5.2 FEET
 AB1804'NORTH NORTHWEST OF A WITNESS  POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1803 ***********************************************************************
 AB1803  DESIGNATION -  19 015
 AB1803  PID         -  AB1803
 AB1803  STATE/COUNTY-  SC/EDGEFIELD
 AB1803  USGS QUAD   -  EDGEFIELD (1982)
 AB1803
 AB1803                         *CURRENT SURVEY CONTROL
 AB1803  ___________________________________________________________________
 AB1803* NAD 83(1986)-  33 52 13.     (N)    081 59 42.     (W)     SCALED    
 AB1803* NAVD 88     -       130.738  (meters)     428.93   (feet)  ADJUSTED  
 AB1803  ___________________________________________________________________
 AB1803  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 AB1803  DYNAMIC HT  -         130.604 (meters)     428.49  (feet)  COMP
 AB1803  MODELED GRAV-     979,613.9   (mgal)                       NAVD 88
 AB1803
 AB1803  VERT ORDER  -  FIRST     CLASS II
 AB1803
 AB1803.The horizontal coordinates were scaled from a topographic map and have
 AB1803.an estimated accuracy of +/- 6 seconds.
 AB1803
 AB1803.The orthometric height was determined by differential leveling
 AB1803.and adjusted by the National Geodetic Survey in September 1998..
 AB1803
 AB1803.The geoid height was determined by GEOID03.
 AB1803
 AB1803.The dynamic height is computed by dividing the NAVD 88
 AB1803.geopotential number by the normal gravity value computed on the
 AB1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1803.degrees latitude (g = 980.6199 gals.).
 AB1803
 AB1803.The modeled gravity was interpolated from observed gravity values.
 AB1803
 AB1803;                    North         East    Units  Estimated Accuracy
 AB1803;SPC SC       -   226,330.      517,560.      MT  (+/- 180 meters Scaled)
 AB1803
 AB1803                          SUPERSEDED SURVEY CONTROL
 AB1803
 AB1803.No superseded survey control is available for this station.
 AB1803
 AB1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT079482(NAD 83)
 AB1803_MARKER: DD = SURVEY DISK
 AB1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1803_STAMPING: 19 015 1994
 AB1803_MARK LOGO: SCGS  
 AB1803_PROJECTION: FLUSH
 AB1803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1803+STABILITY: SURFACE MOTION
 AB1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1803+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1803
 AB1803  HISTORY     - Date     Condition        Report By
 AB1803  HISTORY     - 1994     MONUMENTED       SCGS
 AB1803  HISTORY     - 20010711 GOOD             USPSQD
 AB1803  HISTORY     - 20041006 GOOD             SCGS
 AB1803
 AB1803                          STATION DESCRIPTION
 AB1803
 AB1803'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1803'STATION IS LOCATED 6.75 MILES (10.86 KM) NORTHWEST OF EDGEFIELD.
 AB1803'OWNERSHIP--POWER COMPANY PROPERTY.  TO REACH THE STATION FROM THE
 AB1803'JUNCTION OF U.S.  HIGHWAY 25 AND STATE HIGHWAY 283, 3.95 MILES (6.36
 AB1803'KM) NORTHWEST OF EDGEFIELD, GO NORTH NORTHWEST ON HIGHWAY 25 FOR 2.8
 AB1803'MILES (4.5 KM) TO THE JUNCTION OF STATE ROAD 36 (PLEASANT LANE ROAD)
 AB1803'RIGHT AND THE STATION NEAR THE NORTH CORNER OF A FENCE SURROUNDING A
 AB1803'LARGE ELECTRICAL SUBSTATION ACROSS THE HIGHWAY FROM THE JUNCTION.
 AB1803'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M)
 AB1803'ABOVE THE HIGHWAY, 90.5 FEET (27.6 M) SOUTH SOUTHWEST OF THE CENTER OF
 AB1803'THE HIGHWAY, 4.2 FEET (1.3 M) WEST OF THE NORTH CORNER FENCE POST
 AB1803'(NORTHWEST GATE POST) , 106.5 FEET (32.5 M) SOUTH SOUTHEAST OF A POWER
 AB1803'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 94.5 FEET (28.8 M) SOUTH
 AB1803'OF A TELEPHONE JUNCTION BOX AOB, 3.7 FEET (1.1 M) NORTH OF A WITNESS
 AB1803'POST IN THE FENCE LINE.  DESCRIBED BY R.W. ROBERTS.
 AB1803
 AB1803                          STATION RECOVERY (2001)
 AB1803
 AB1803'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1803'THE DESCRIPTION SHOULD BE CHANGED TO DELETE ALL REFERENCES TO THE
 AB1803'ELECTRICAL SUB STATION AND FENCE AS THEY HAVE BOTH BEEN REMOVED AND
 AB1803'LOCATED .2 MILES NORTH ON HIGHWAY 25.
 AB1803
 AB1803                          STATION RECOVERY (2004)
 AB1803
 AB1803'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1803'STATION IS LOCATED 6.8 MILES NORTHWEST OF EDGEFIELD, 11.5 MILES WEST
 AB1803'NORTHWEST OF  JOHNSTON. OWNERSHIP--POWER LINE RIGHT OF WAY. TO REACH
 AB1803'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 283 (PLUM BRANCH ROAD)
 AB1803'AND U.S. HIGHWAY 25, 4.0 MILES NORTHWEST OF EDGEFIELD, GO NORTH
 AB1803'NORTHWEST ON  HIGHWAY 25 FOR 2.85 MILES TO THE JUNCTION OF STATE ROAD
 AB1803'36 (PLEASANT LANE ROAD) AND  THE STATION ON THE LEFT IN A SMALL STAND
 AB1803'OF PINES. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0
 AB1803'FEET ABOVE THE HIGHWAY, 90.5  FEET SOUTHWEST OF THE CENTER OF THE
 AB1803'HIGHWAY, 152.0 FEET NORTHWEST OF A POWER POLE  WITH A SCGS REFERENCE
 AB1803'WASHER ATTACHED, 105.8 FEET SOUTH SOUTHEAST OF A POWER POLE  WITH A
 AB1803'SCGS REFERENCE WASHER ATTACHED, 94.5 FEET SOUTH OF A TELEPHONE
 AB1803'JUNCTION BOX  (AOB), 3.7 FEET NORTH OF A WITNESS POST. RECOVERED BY
 AB1803'J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1802 ***********************************************************************
 AB1802  DESIGNATION -  19 016
 AB1802  PID         -  AB1802
 AB1802  STATE/COUNTY-  SC/EDGEFIELD
 AB1802  USGS QUAD   -  LIMESTONE (1965)
 AB1802
 AB1802                         *CURRENT SURVEY CONTROL
 AB1802  ___________________________________________________________________
 AB1802* NAD 83(1986)-  33 52 34.     (N)    082 00 37.     (W)     SCALED    
 AB1802* NAVD 88     -       121.794  (meters)     399.59   (feet)  ADJUSTED  
 AB1802  ___________________________________________________________________
 AB1802  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 AB1802  DYNAMIC HT  -         121.670 (meters)     399.18  (feet)  COMP
 AB1802  MODELED GRAV-     979,611.1   (mgal)                       NAVD 88
 AB1802
 AB1802  VERT ORDER  -  FIRST     CLASS II
 AB1802
 AB1802.The horizontal coordinates were scaled from a topographic map and have
 AB1802.an estimated accuracy of +/- 6 seconds.
 AB1802
 AB1802.The orthometric height was determined by differential leveling
 AB1802.and adjusted by the National Geodetic Survey in September 1998..
 AB1802
 AB1802.The geoid height was determined by GEOID03.
 AB1802
 AB1802.The dynamic height is computed by dividing the NAVD 88
 AB1802.geopotential number by the normal gravity value computed on the
 AB1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1802.degrees latitude (g = 980.6199 gals.).
 AB1802
 AB1802.The modeled gravity was interpolated from observed gravity values.
 AB1802
 AB1802;                    North         East    Units  Estimated Accuracy
 AB1802;SPC SC       -   226,990.      516,150.      MT  (+/- 180 meters Scaled)
 AB1802
 AB1802                          SUPERSEDED SURVEY CONTROL
 AB1802
 AB1802.No superseded survey control is available for this station.
 AB1802
 AB1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT065488(NAD 83)
 AB1802_MARKER: DD = SURVEY DISK
 AB1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1802_STAMPING: 19 016 1994
 AB1802_MARK LOGO: SCGS  
 AB1802_PROJECTION: FLUSH
 AB1802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1802+STABILITY: SURFACE MOTION
 AB1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1802+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1802
 AB1802  HISTORY     - Date     Condition        Report By
 AB1802  HISTORY     - 1994     MONUMENTED       SCGS
 AB1802  HISTORY     - 20041006 GOOD             SCGS
 AB1802
 AB1802                          STATION DESCRIPTION
 AB1802
 AB1802'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1802'STATION IS LOCATED 7.55 MILES (12.15 KM) NORTHWEST OF EDGEFIELD.
 AB1802'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1802'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1802'JUNCTION OF U.S.  HIGHWAY 25 AND STATE HIGHWAY 283, 3.95 MILES (6.36
 AB1802'KM) NORTHWEST OF EDGEFIELD, GO NORTH NORTHWEST ON HIGHWAY 25 FOR 3.6
 AB1802'MILES (5.8 KM) TO THE JUNCTION OF STATE ROAD 315, CONTINUE ON HIGHWAY
 AB1802'25 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A POWER LINE
 AB1802'STUB POLE IN THE FRONT YARD OF A BRICK HOUSE.  STATION IS A CONCRETE
 AB1802'POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE HIGHWAY, 4.7
 AB1802'FEET (1.4 M) EAST OF THE STUB POLE NUMBER 044236/218-17-7.3-2.3, 71.1
 AB1802'FEET (21.7 M) SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 55.1 FEET
 AB1802'(16.8 M) NORTH NORTHWEST OF THE EAST NORTHEAST END OF A 2.0-FOOT
 AB1802'CONCRETE PIPE CULVERT BENEATH THE HIGHWAY AND BETWEEN TWO CIRCULAR
 AB1802'DRIVES, 63.8 FEET (19.4 M) NORTHEAST OF THE CENTER OF THE HIGHWAY.
 AB1802'DESCRIBED BY R.W.  ROBERTS.
 AB1802
 AB1802                          STATION RECOVERY (2004)
 AB1802
 AB1802'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1802'STATION IS LOCATED 7.65 MILES NORTHWEST OF EDGEFIELD, 12.4 MILES WEST
 AB1802'NORTHWEST OF  JOHNSTON. OWNERSHIP--BEN CRISCO, 1738 U.S. HIGHWAY 25,
 AB1802'EDGEFIELD, SC 29824. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB1802'HIGHWAY 283 (PLUM BRANCH ROAD)  AND U.S. HIGHWAY 25, 4.0 MILES
 AB1802'NORTHWEST OF EDGEFIELD, GO NORTH NORTHWEST ON  HIGHWAY 25 FOR 3.7
 AB1802'MILES TO THE JUNCTION OF STATE ROAD 315 (JAKE BRYAN ROAD), CONTINUE
 AB1802'ON HIGHWAY 25 FOR 0.15 MILE TO THE STATION ON THE LEFT NEAR A POWER
 AB1802'POLE IN THE FRONT  YARD OF A BRICK HOUSE NUMBER 1738. STATION IS A
 AB1802'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE THE HIGHWAY,
 AB1802'64.0  FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 4.8 FEET EAST OF
 AB1802'THE POWER POLE NUMBER  044236, 71.0 FEET SOUTHWEST OF THE WEST CORNER
 AB1802'OF THE HOUSE, 67.0 FEET EAST SOUTHEAST  OF A TELEPHONE JUNCTION BOX
 AB1802'NUMBER 21, 55.3 FEET NORTH OF THE EAST END OF A 2.0-FOOT  CONCRETE
 AB1802'PIPE CULVERT BENEATH THE HIGHWAY. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1800 ***********************************************************************
 AB1800  DESIGNATION -  19 017
 AB1800  PID         -  AB1800
 AB1800  STATE/COUNTY-  SC/EDGEFIELD
 AB1800  USGS QUAD   -  LIMESTONE (1965)
 AB1800
 AB1800                         *CURRENT SURVEY CONTROL
 AB1800  ___________________________________________________________________
 AB1800* NAD 83(2001)-  33 53 57.34657(N)    082 01 40.22273(W)     ADJUSTED  
 AB1800* NAVD 88     -       117.427  (meters)     385.26   (feet)  ADJUSTED  
 AB1800  ___________________________________________________________________
 AB1800  X           -     735,007.740 (meters)                     COMP
 AB1800  Y           -  -5,248,354.155 (meters)                     COMP
 AB1800  Z           -   3,537,226.481 (meters)                     COMP
 AB1800  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AB1800  ELLIP HEIGHT-          87.84  (meters)          (05/19/05) GPS OBS
 AB1800  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AB1800  DYNAMIC HT  -         117.308 (meters)     384.87  (feet)  COMP
 AB1800  MODELED GRAV-     979,613.9   (mgal)                       NAVD 88
 AB1800
 AB1800  HORZ ORDER  -  FIRST
 AB1800  VERT ORDER  -  FIRST     CLASS II
 AB1800  ELLP ORDER  -  FOURTH    CLASS I
 AB1800
 AB1800.The horizontal coordinates were established by GPS observations
 AB1800.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1800
 AB1800.The orthometric height was determined by differential leveling
 AB1800.and adjusted by the National Geodetic Survey in September 1998..
 AB1800
 AB1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1800
 AB1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1800
 AB1800.The ellipsoidal height was determined by GPS observations
 AB1800.and is referenced to NAD 83.
 AB1800
 AB1800.The geoid height was determined by GEOID03.
 AB1800
 AB1800.The dynamic height is computed by dividing the NAVD 88
 AB1800.geopotential number by the normal gravity value computed on the
 AB1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1800.degrees latitude (g = 980.6199 gals.).
 AB1800
 AB1800.The modeled gravity was interpolated from observed gravity values.
 AB1800
 AB1800;                    North         East     Units Scale Factor Converg.
 AB1800;SPC SC       -   229,575.940   514,551.731   MT  0.99980168   -0 34 11.4
 AB1800;SPC SC       -   753,201.90  1,688,161.85   iFT  0.99980168   -0 34 11.4
 AB1800;UTM  17      - 3,751,461.989   404,967.395   MT  0.99971133   -0 34 23.9
 AB1800
 AB1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1800!SPC SC       -   0.99998621  x   0.99980168  =   0.99978789
 AB1800!UTM  17      -   0.99998621  x   0.99971133  =   0.99969754
 AB1800
 AB1800                          SUPERSEDED SURVEY CONTROL
 AB1800
 AB1800  NAVD 88 (05/19/05)  117.43   (m)          385.3    (f) LEVELING    3  
 AB1800
 AB1800.Superseded values are not recommended for survey control.
 AB1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1800.See file dsdata.txt to determine how the superseded data were derived.
 AB1800
 AB1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0496751462(NAD 83)
 AB1800_MARKER: DD = SURVEY DISK
 AB1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1800_STAMPING: 19 017 1994
 AB1800_MARK LOGO: SCGS  
 AB1800_PROJECTION: FLUSH
 AB1800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1800+STABILITY: SURFACE MOTION
 AB1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1800+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1800
 AB1800  HISTORY     - Date     Condition        Report By
 AB1800  HISTORY     - 1994     MONUMENTED       SCGS
 AB1800  HISTORY     - 20041006 GOOD             SCGS
 AB1800
 AB1800                          STATION DESCRIPTION
 AB1800
 AB1800'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1800'STATION IS LOCATED 9.45 MILES (15.21 KM) NORTHWEST OF EDGEFIELD.
 AB1800'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1800'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1800'JUNCTION OF U.S.  HIGHWAYS 378 AND 25, 11.5 MILES (18.5 KM) NORTHWEST
 AB1800'OF EDGEFIELD, GO SOUTH SOUTHEAST ON HIGHWAY 25 FOR 2.1 MILES (3.4 KM)
 AB1800'TO THE JUNCTION OF STATE ROAD 62, TURN LEFT ON ROAD 62 FOR 0.05 MILE
 AB1800'(0.08 KM) TO THE STATION NEAR A SECURITY LIGHT POLE IN THE FRONT YARD
 AB1800'OF A BRICK HOUSE ON THE LEFT.  STATION IS A CONCRETE POST FLUSH WITH
 AB1800'THE GROUND AND LEVEL WITH THE SAND ROAD, 54.9 FEET (16.7 M) SOUTHEAST
 AB1800'OF THE SOUTHEAST CORNER OF THE HOUSE, 3.2 FEET (1.0 M) SOUTH SOUTHWEST
 AB1800'OF THE SECURITY LIGHT POLE, 38.9 FEET (11.9 M) WEST OF A TELEPHONE
 AB1800'JUNCTION BOX, 19.4 FEET (5.9 M) NORTH NORTHWEST OF THE CENTER OF THE
 AB1800'ROAD.  DESCRIBED BY R.W.  ROBERTS.
 AB1800
 AB1800                          STATION RECOVERY (2004)
 AB1800
 AB1800'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1800'STATION IS LOCATED 9.5 MILES NORTHWEST OF EDGEFIELD, 13.8 MILES WEST
 AB1800'NORTHWEST OF  JOHNSTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AB1800'P.O. BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE
 AB1800'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND 378, 11.6 MILES
 AB1800'NORTHWEST OF EDGEFIELD, GO SOUTH SOUTHEAST ON HIGHWAY 25 FOR 2.1 MILES
 AB1800'TO THE  JUNCTION OF STATE ROAD 62 (TIMMERMAN ROAD), TURN LEFT ON ROAD
 AB1800'62 FOR 0.05 MILE TO  THE STATION ON THE LEFT NEAR A SECURITY LIGHT
 AB1800'POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AB1800'ROAD, 19.0 FEET  NORTH OF THE CENTER OF THE ROAD, 3.2 FEET SOUTHWEST
 AB1800'OF THE SECURITY LIGHT POLE, 39.0  FEET WEST OF A TELEPHONE JUNCTION
 AB1800'BOX, 54.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER  OF A BRICK HOUSE,
 AB1800'45.3 FEET NORTHEAST OF THE WEST ONE OF TWO WOOD GATE POSTS ACROSS  THE
 AB1800'ROAD. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1799 ***********************************************************************
 AB1799  DESIGNATION -  19 018
 AB1799  PID         -  AB1799
 AB1799  STATE/COUNTY-  SC/EDGEFIELD
 AB1799  USGS QUAD   -  LIMESTONE (1965)
 AB1799
 AB1799                         *CURRENT SURVEY CONTROL
 AB1799  ___________________________________________________________________
 AB1799* NAD 83(1986)-  33 54 46.     (N)    082 02 13.     (W)     SCALED    
 AB1799* NAVD 88     -       133.911  (meters)     439.34   (feet)  ADJUSTED  
 AB1799  ___________________________________________________________________
 AB1799  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AB1799  DYNAMIC HT  -         133.775 (meters)     438.89  (feet)  COMP
 AB1799  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 AB1799
 AB1799  VERT ORDER  -  FIRST     CLASS II
 AB1799
 AB1799.The horizontal coordinates were scaled from a topographic map and have
 AB1799.an estimated accuracy of +/- 6 seconds.
 AB1799
 AB1799.The orthometric height was determined by differential leveling
 AB1799.and adjusted by the National Geodetic Survey in September 1998..
 AB1799
 AB1799.The geoid height was determined by GEOID03.
 AB1799
 AB1799.The dynamic height is computed by dividing the NAVD 88
 AB1799.geopotential number by the normal gravity value computed on the
 AB1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1799.degrees latitude (g = 980.6199 gals.).
 AB1799
 AB1799.The modeled gravity was interpolated from observed gravity values.
 AB1799
 AB1799;                    North         East    Units  Estimated Accuracy
 AB1799;SPC SC       -   231,080.      513,730.      MT  (+/- 180 meters Scaled)
 AB1799
 AB1799                          SUPERSEDED SURVEY CONTROL
 AB1799
 AB1799.No superseded survey control is available for this station.
 AB1799
 AB1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT041529(NAD 83)
 AB1799_MARKER: DD = SURVEY DISK
 AB1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1799_STAMPING: 19 018 1994
 AB1799_MARK LOGO: SCGS  
 AB1799_PROJECTION: FLUSH
 AB1799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1799+STABILITY: SURFACE MOTION
 AB1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1799+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1799
 AB1799  HISTORY     - Date     Condition        Report By
 AB1799  HISTORY     - 1994     MONUMENTED       SCGS
 AB1799  HISTORY     - 20010801 GOOD             USPSQD
 AB1799  HISTORY     - 20041006 GOOD             SCGS
 AB1799
 AB1799                          STATION DESCRIPTION
 AB1799
 AB1799'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1799'STATION IS LOCATED 10.5 MILES (16.9 KM) NORTHWEST OF EDGEFIELD.
 AB1799'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1799'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1799'JUNCTION OF U.S.  HIGHWAYS 378 AND 25, 11.5 MILES (18.5 KM) NORTHWEST
 AB1799'OF EDGEFIELD, GO SOUTH SOUTHEAST ON HIGHWAY 25 FOR 1.0 MILE (1.6 KM)
 AB1799'TO THE STATION NEAR A BARBED WIRE FENCE CORNER IN THE FRONT YARD OF A
 AB1799'WOOD-SIDED HOUSE (DILAPIDATED) .  STATION IS A CONCRETE POST FLUSH
 AB1799'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 28.3 FEET (8.6 M) SOUTH OF
 AB1799'A POWER LINE STUB POLE NUMBER 044358/187-19-3.7-5.7, 89.9 FEET (27.4
 AB1799'M) SOUTHEAST OF THE SOUTHEAST BRICK PILLAR CORNER OF THE FRONT PORCH
 AB1799'TO THE HOUSE, 6.6 FEET (2.0 M) NORTH OF THE FENCE CORNER, 39.0 FEET
 AB1799'(11.9 M) WEST OF THE CENTER OF THE HIGHWAY, 15.0 FEET (4.6 M)
 AB1799'NORTHWEST OF THE SOUTH END OF A 1.3-FOOT CONCRETE PIPE CULVERT BENEATH
 AB1799'THE SOUTHERN MOST CIRCULAR DRIVE ENTRANCE, 5.4 FEET (1.6 M) NORTH OF A
 AB1799'WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1799
 AB1799                          STATION RECOVERY (2001)
 AB1799
 AB1799'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1799'RECOVERED IN GOOD CONDITION.
 AB1799
 AB1799                          STATION RECOVERY (2004)
 AB1799
 AB1799'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1799'STATION IS LOCATED 10.6 MILES NORTHWEST OF EDGEFIELD, 14.7 MILES WEST
 AB1799'NORTHWEST OF  JOHNSTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AB1799'P.O. BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE
 AB1799'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND 378, 11.6 MILES
 AB1799'NORTHWEST OF EDGEFIELD, GO SOUTH SOUTHEAST ON HIGHWAY 25 FOR 1.0 MILE
 AB1799'TO THE  STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE SOUTH ONE
 AB1799'OF TWO DRIVEWAYS  TO AN ABANDONED HOUSE NUMBER 2145. STATION IS A
 AB1799'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 39.0
 AB1799'FEET EAST OF THE CENTER OF THE HIGHWAY, 28.0 FEET SOUTH OF A POWER
 AB1799'POLE NUMBER 044358  WITH A SECURITY LIGHT, 94.5 FEET SOUTHEAST OF THE
 AB1799'SOUTHEAST CORNER OF THE HOUSE, 15.0  FEET NORTHWEST OF THE SOUTH END
 AB1799'OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE  SOUTH DRIVEWAY, 4.5
 AB1799'FEET NORTH OF A WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1797 ***********************************************************************
 AB1797  DESIGNATION -  19 019
 AB1797  PID         -  AB1797
 AB1797  STATE/COUNTY-  SC/EDGEFIELD
 AB1797  USGS QUAD   -  LIMESTONE (1965)
 AB1797
 AB1797                         *CURRENT SURVEY CONTROL
 AB1797  ___________________________________________________________________
 AB1797* NAD 83(2001)-  33 55 34.53627(N)    082 02 44.09379(W)     ADJUSTED  
 AB1797* NAVD 88     -       141.707  (meters)     464.92   (feet)  ADJUSTED  
 AB1797  ___________________________________________________________________
 AB1797  X           -     733,154.103 (meters)                     COMP
 AB1797  Y           -  -5,246,946.778 (meters)                     COMP
 AB1797  Z           -   3,539,725.214 (meters)                     COMP
 AB1797  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AB1797  ELLIP HEIGHT-         112.14  (meters)          (05/19/05) GPS OBS
 AB1797  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AB1797  DYNAMIC HT  -         141.563 (meters)     464.44  (feet)  COMP
 AB1797  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 AB1797
 AB1797  HORZ ORDER  -  FIRST
 AB1797  VERT ORDER  -  FIRST     CLASS II
 AB1797  ELLP ORDER  -  FOURTH    CLASS I
 AB1797
 AB1797.The horizontal coordinates were established by GPS observations
 AB1797.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1797
 AB1797.The orthometric height was determined by differential leveling
 AB1797.and adjusted by the National Geodetic Survey in September 1998..
 AB1797
 AB1797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1797
 AB1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1797
 AB1797.The ellipsoidal height was determined by GPS observations
 AB1797.and is referenced to NAD 83.
 AB1797
 AB1797.The geoid height was determined by GEOID03.
 AB1797
 AB1797.The dynamic height is computed by dividing the NAVD 88
 AB1797.geopotential number by the normal gravity value computed on the
 AB1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1797.degrees latitude (g = 980.6199 gals.).
 AB1797
 AB1797.The modeled gravity was interpolated from observed gravity values.
 AB1797
 AB1797;                    North         East     Units Scale Factor Converg.
 AB1797;SPC SC       -   232,586.198   512,941.409   MT  0.99980367   -0 34 46.8
 AB1797;SPC SC       -   763,078.08  1,682,878.64   iFT  0.99980367   -0 34 46.8
 AB1797;UTM  17      - 3,754,472.082   403,357.412   MT  0.99971513   -0 35 01.0
 AB1797
 AB1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1797!SPC SC       -   0.99998240  x   0.99980367  =   0.99978607
 AB1797!UTM  17      -   0.99998240  x   0.99971513  =   0.99969753
 AB1797
 AB1797                          SUPERSEDED SURVEY CONTROL
 AB1797
 AB1797  NAVD 88 (05/19/05)  141.71   (m)          464.9    (f) LEVELING    3  
 AB1797
 AB1797.Superseded values are not recommended for survey control.
 AB1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1797.See file dsdata.txt to determine how the superseded data were derived.
 AB1797
 AB1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0335754472(NAD 83)
 AB1797_MARKER: DD = SURVEY DISK
 AB1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1797_STAMPING: 19 019 1994
 AB1797_MARK LOGO: SCGS  
 AB1797_PROJECTION: FLUSH
 AB1797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1797+STABILITY: SURFACE MOTION
 AB1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1797+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1797
 AB1797  HISTORY     - Date     Condition        Report By
 AB1797  HISTORY     - 1994     MONUMENTED       SCGS
 AB1797  HISTORY     - 20010801 GOOD             USPSQD
 AB1797  HISTORY     - 20041006 GOOD             SCGS
 AB1797
 AB1797                          STATION DESCRIPTION
 AB1797
 AB1797'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1797'STATION IS LOCATED 11.55 MILES (18.59 KM) NORTHWEST OF EDGEFIELD.
 AB1797'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1797'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1797'JUNCTION OF U.S.  HIGHWAYS 378 AND 25, 11.5 MILES (18.5 KM) NORTHWEST
 AB1797'OF EDGEFIELD, GO NORTH NORTHWEST ON HIGHWAY 25 FOR 0.05 MILE (0.08 KM)
 AB1797'TO THE STATION NEAR THE NORTH NORTHWEST GATE POST FOR A FIELD ACCESS
 AB1797'ROAD RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 AB1797'FOOT (15.2 CM) BELOW THE HIGHWAY, 5.7 FEET (1.7 M) NORTHWEST OF THE
 AB1797'GATE POST WITH A SCGS REFERENCE WASHER ATTACHED, 3.1 FEET (0.9 M) WEST
 AB1797'SOUTHWEST OF THE FENCE LINE, 7.2 FEET (2.2 M) NORTH NORTHEAST OF THE
 AB1797'NORTH NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 AB1797'ACCESS ROAD, 35.0 FEET (10.7 M) EAST NORTHEAST OF THE CENTER OF THE
 AB1797'HIGHWAY, 29.5 FEET (9.0 M) EAST SOUTHEAST OF THE NORTHEAST LEG OF A
 AB1797'METAL SIGN (GREENWOOD 21) , 3.4 FEET (1.0 M) SOUTH SOUTHWEST OF A
 AB1797'WITNESS POST IN THE FENCE LINE.  DESCRIBED BY R.W. ROBERTS.
 AB1797
 AB1797                          STATION RECOVERY (2001)
 AB1797
 AB1797'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1797'RECOVERED IN GOOD CONDITION.
 AB1797
 AB1797                          STATION RECOVERY (2004)
 AB1797
 AB1797'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1797'STATION IS LOCATED 11.6 MILES NORTHWEST OF EDGEFIELD, 15.5 MILES WEST
 AB1797'NORTHWEST OF  JOHNSTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AB1797'P.O. BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE
 AB1797'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND 378, 11.6 MILES
 AB1797'NORTHWEST OF EDGEFIELD, GO NORTH NORTHWEST ON HIGHWAY 25 FOR 0.05 MILE
 AB1797'TO THE  STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF A GATED FIELD
 AB1797'ACCESS ROAD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 AB1797'FOOT BELOW THE HIGHWAY,  35.0 FEET EAST NORTHEAST OF THE CENTER OF THE
 AB1797'HIGHWAY, 6.0 FEET NORTHWEST OF THE  NORTH ONE OF TWO WOOD GATE POSTS
 AB1797'WITH A SCGS REFERENCE WASHER ATTACHED, 3.0  FEET WEST SOUTHWEST OF THE
 AB1797'WIRE FENCE LINE, 29.5 FEET SOUTHEAST OF THE EAST LEG OF  A HIGHWAY
 AB1797'SIGN (GREENWOOD 21), 7.5 FEET NORTH NORTHEAST OF THE NORTHWEST END OF
 AB1797'A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ACCESS ROAD, 3.3 FEET
 AB1797'SOUTH  SOUTHWEST OF A WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1798 ***********************************************************************
 AB1798  DESIGNATION -  19 020
 AB1798  PID         -  AB1798
 AB1798  STATE/COUNTY-  SC/EDGEFIELD
 AB1798  USGS QUAD   -  LIMESTONE (1965)
 AB1798
 AB1798                         *CURRENT SURVEY CONTROL
 AB1798  ___________________________________________________________________
 AB1798* NAD 83(2001)-  33 56 06.08060(N)    082 02 52.18007(W)     ADJUSTED  
 AB1798* NAVD 88     -       139.284  (meters)     456.97   (feet)  ADJUSTED  
 AB1798  ___________________________________________________________________
 AB1798  X           -     732,873.071 (meters)                     COMP
 AB1798  Y           -  -5,246,436.225 (meters)                     COMP
 AB1798  Z           -   3,540,530.303 (meters)                     COMP
 AB1798  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AB1798  ELLIP HEIGHT-         109.73  (meters)          (05/19/05) GPS OBS
 AB1798  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 AB1798  DYNAMIC HT  -         139.142 (meters)     456.50  (feet)  COMP
 AB1798  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 AB1798
 AB1798  HORZ ORDER  -  FIRST
 AB1798  VERT ORDER  -  FIRST     CLASS II
 AB1798  ELLP ORDER  -  FOURTH    CLASS I
 AB1798
 AB1798.The horizontal coordinates were established by GPS observations
 AB1798.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1798
 AB1798.The orthometric height was determined by differential leveling
 AB1798.and adjusted by the National Geodetic Survey in September 1998..
 AB1798
 AB1798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1798
 AB1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1798
 AB1798.The ellipsoidal height was determined by GPS observations
 AB1798.and is referenced to NAD 83.
 AB1798
 AB1798.The geoid height was determined by GEOID03.
 AB1798
 AB1798.The dynamic height is computed by dividing the NAVD 88
 AB1798.geopotential number by the normal gravity value computed on the
 AB1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1798.degrees latitude (g = 980.6199 gals.).
 AB1798
 AB1798.The modeled gravity was interpolated from observed gravity values.
 AB1798
 AB1798;                    North         East     Units Scale Factor Converg.
 AB1798;SPC SC       -   233,559.987   512,743.620   MT  0.99980437   -0 34 51.3
 AB1798;SPC SC       -   766,272.92  1,682,229.72   iFT  0.99980437   -0 34 51.3
 AB1798;UTM  17      - 3,755,445.798   403,159.708   MT  0.99971561   -0 35 06.0
 AB1798
 AB1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1798!SPC SC       -   0.99998277  x   0.99980437  =   0.99978715
 AB1798!UTM  17      -   0.99998277  x   0.99971561  =   0.99969839
 AB1798
 AB1798                          SUPERSEDED SURVEY CONTROL
 AB1798
 AB1798  NAVD 88 (05/19/05)  139.28   (m)          457.0    (f) LEVELING    3  
 AB1798
 AB1798.Superseded values are not recommended for survey control.
 AB1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1798.See file dsdata.txt to determine how the superseded data were derived.
 AB1798
 AB1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0316055446(NAD 83)
 AB1798_MARKER: DD = SURVEY DISK
 AB1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1798_STAMPING: 19 020 1994
 AB1798_MARK LOGO: SCGS  
 AB1798_PROJECTION: FLUSH
 AB1798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1798+STABILITY: SURFACE MOTION
 AB1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1798+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1798
 AB1798  HISTORY     - Date     Condition        Report By
 AB1798  HISTORY     - 1994     MONUMENTED       SCGS
 AB1798  HISTORY     - 20010801 GOOD             USPSQD
 AB1798  HISTORY     - 20041006 GOOD             SCGS
 AB1798
 AB1798                          STATION DESCRIPTION
 AB1798
 AB1798'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1798'STATION IS LOCATED 12.1 MILES (19.5 KM) NORTHWEST OF EDGEFIELD.
 AB1798'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1798'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1798'JUNCTION OF U.S.  HIGHWAYS 378 AND 25, 11.5 MILES (18.5 KM) NORTHWEST
 AB1798'OF EDGEFIELD, GO NORTH NORTHWEST ON HIGHWAY 25 FOR 0.7 MILE (1.1 KM)
 AB1798'TO THE STATION NEAR THE NORTH GATE POST FOR A FIELD ACCESS ROAD
 AB1798'LEADING TO A WOODEN HOUSE (DILAPIDATED/BARELY STANDING) . STATION IS A
 AB1798'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE
 AB1798'HIGHWAY, 35.7 FEET (10.9 M) EAST OF THE CENTER OF THE HIGHWAY, 13.5
 AB1798'FEET (4.1 M) NORTHEAST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE
 AB1798'CULVERT BENEATH THE ACCESS ROAD, 41.6 FEET (12.7 M) SOUTH OF A POWER
 AB1798'POLE NUMBER 044390/187-3-2.5-4.9 WITH A GUY WIRE, 2.6 FEET (0.8 M)
 AB1798'WEST SOUTHWEST OF THE BARBED WIRE FENCE LINE CONNECTED TO THE GATE,
 AB1798'10.8 FEET (3.3 M) NORTH NORTHWEST OF THE NORTH GATE POST WITH A SCGS
 AB1798'REFERENCE WASHER ATTACHED, 2.4 FEET (0.7 M) SOUTH SOUTHWEST OF A
 AB1798'WITNESS POST IN THE FENCE LINE.  DESCRIBED BY R.W.  ROBERTS.
 AB1798
 AB1798                          STATION RECOVERY (2001)
 AB1798
 AB1798'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1798'RECOVERED IN GOOD CONDITION.
 AB1798
 AB1798                          STATION RECOVERY (2004)
 AB1798
 AB1798'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1798'STATION IS LOCATED 12.2 MILES NORTHWEST OF EDGEFIELD, 15.9 MILES WEST
 AB1798'NORTHWEST OF  JOHNSTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AB1798'P.O. BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE
 AB1798'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND 378, 11.6 MILES
 AB1798'NORTHWEST OF EDGEFIELD, GO NORTH NORTHWEST ON HIGHWAY 25 FOR 0.7 MILE
 AB1798'TO THE  STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF A GATED FIELD
 AB1798'ACCESS ROAD LEADING TO A  DILAPIDATED HOUSE. STATION IS A CONCRETE
 AB1798'POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE THE HIGHWAY, 42.8  FEET
 AB1798'SOUTH OF A TELEPHONE JUNCTION BOX, 36.0 FEET EAST OF THE CENTER OF THE
 AB1798'HIGHWAY,  10.9 FEET NORTH NORTHWEST OF THE NORTH ONE OF TWO GATE POSTS
 AB1798'WITH A SCGS  REFERENCE WASHER ATTACHED, 2.6 FEET WEST OF A WIRE FENCE
 AB1798'LINE, 41.8 FEET SOUTH OF A  POWER POLE NUMBER 044390 WITH GUY WIRE,
 AB1798'13.6 FEET NORTHEAST OF THE NORTH END OF A  1.5-FOOT CONCRETE PIPE
 AB1798'CULVERT BENEATH THE ACCESS ROAD, 2.2 FEET SOUTHWEST OF A  WITNESS
 AB1798'POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1796 ***********************************************************************
 AB1796  DESIGNATION -  19 021
 AB1796  PID         -  AB1796
 AB1796  STATE/COUNTY-  SC/EDGEFIELD
 AB1796  USGS QUAD   -  LIMESTONE (1965)
 AB1796
 AB1796                         *CURRENT SURVEY CONTROL
 AB1796  ___________________________________________________________________
 AB1796* NAD 83(2001)-  33 55 25.20203(N)    082 03 48.15866(W)     ADJUSTED  
 AB1796* NAVD 88     -       132.606  (meters)     435.06   (feet)  ADJUSTED  
 AB1796  ___________________________________________________________________
 AB1796  X           -     731,545.513 (meters)                     COMP
 AB1796  Y           -  -5,247,325.746 (meters)                     COMP
 AB1796  Z           -   3,539,481.495 (meters)                     COMP
 AB1796  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AB1796  ELLIP HEIGHT-         103.05  (meters)          (05/19/05) GPS OBS
 AB1796  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AB1796  DYNAMIC HT  -         132.471 (meters)     434.62  (feet)  COMP
 AB1796  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 AB1796
 AB1796  HORZ ORDER  -  FIRST
 AB1796  VERT ORDER  -  FIRST     CLASS II
 AB1796  ELLP ORDER  -  FOURTH    CLASS I
 AB1796
 AB1796.The horizontal coordinates were established by GPS observations
 AB1796.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1796
 AB1796.The orthometric height was determined by differential leveling
 AB1796.and adjusted by the National Geodetic Survey in September 1998..
 AB1796
 AB1796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1796
 AB1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1796
 AB1796.The ellipsoidal height was determined by GPS observations
 AB1796.and is referenced to NAD 83.
 AB1796
 AB1796.The geoid height was determined by GEOID03.
 AB1796
 AB1796.The dynamic height is computed by dividing the NAVD 88
 AB1796.geopotential number by the normal gravity value computed on the
 AB1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1796.degrees latitude (g = 980.6199 gals.).
 AB1796
 AB1796.The modeled gravity was interpolated from observed gravity values.
 AB1796
 AB1796;                    North         East     Units Scale Factor Converg.
 AB1796;SPC SC       -   232,315.455   511,293.379   MT  0.99980347   -0 35 22.3
 AB1796;SPC SC       -   762,189.81  1,677,471.72   iFT  0.99980347   -0 35 22.3
 AB1796;UTM  17      - 3,754,201.476   401,709.505   MT  0.99971909   -0 35 36.6
 AB1796
 AB1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1796!SPC SC       -   0.99998382  x   0.99980347  =   0.99978730
 AB1796!UTM  17      -   0.99998382  x   0.99971909  =   0.99970292
 AB1796
 AB1796                          SUPERSEDED SURVEY CONTROL
 AB1796
 AB1796  NAVD 88 (05/19/05)  132.61   (m)          435.1    (f) LEVELING    3  
 AB1796
 AB1796.Superseded values are not recommended for survey control.
 AB1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1796.See file dsdata.txt to determine how the superseded data were derived.
 AB1796
 AB1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0171054201(NAD 83)
 AB1796_MARKER: DD = SURVEY DISK
 AB1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1796_STAMPING: 19 021 1994
 AB1796_MARK LOGO: SCGS  
 AB1796_PROJECTION: FLUSH
 AB1796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1796+STABILITY: SURFACE MOTION
 AB1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1796+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AB1796
 AB1796  HISTORY     - Date     Condition        Report By
 AB1796  HISTORY     - 1994     MONUMENTED       SCGS
 AB1796  HISTORY     - 20010801 GOOD             USPSQD
 AB1796  HISTORY     - 20041007 GOOD             SCGS
 AB1796
 AB1796                          STATION DESCRIPTION
 AB1796
 AB1796'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1796'STATION IS LOCATED 12.05 MILES (19.39 KM) NORTHWEST OF EDGEFIELD.
 AB1796'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1796'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1796'JUNCTION OF U.S.  HIGHWAYS 378 AND 25, 11.5 MILES (18.5 KM) NORTHWEST
 AB1796'OF EDGEFIELD, GO WEST SOUTHWEST ON HIGHWAY 378 FOR 0.55 MILE (0.89 KM)
 AB1796'TO THE JUNCTION OF STATE ROAD 51, CONTINUE ON HIGHWAY 378 FOR 0.5 MILE
 AB1796'(0.8 KM) TO THE STATION NEAR A BARBED WIRE FENCE LINE ON THE LEFT.
 AB1796'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AB1796'CM) BELOW THE HIGHWAY, 33.0 FEET (10.1 M) SOUTH OF THE CENTER OF THE
 AB1796'HIGHWAY, 14.9 FEET (4.5 M) NORTH NORTHWEST OF A POWER POLE NUMBER
 AB1796'045007/187-12-6.3-1.1, 35.0 FEET (10.7 M) NORTHEAST OF 3.3-FOOT CEDAR
 AB1796'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 139.4 FEET (42.5 M) WEST
 AB1796'SOUTHWEST OF A TELEPHONE JUNCTION BOX AOB/40/5/4/3, 9.2 FEET (2.8 M)
 AB1796'EAST OF AN OLD TELEPHONE JUNCTION BOX, 1.1 FEET (0.3 M) NORTH OF A
 AB1796'WITNESS POST IN THE FENCE LINE. DESCRIBED BY R.W.  ROBERTS.
 AB1796
 AB1796                          STATION RECOVERY (2001)
 AB1796
 AB1796'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1796'RECOVERED IN GOOD CONDITION.
 AB1796
 AB1796                          STATION RECOVERY (2004)
 AB1796
 AB1796'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1796'STATION IS LOCATED 12.1 MILES NORTHWEST OF EDGEFIELD, 13.25 MILES EAST
 AB1796'OF MCCORMICK.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 AB1796'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 AB1796'FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND 378, 11.6 MILES  NORTHWEST
 AB1796'OF EDGEFIELD, GO WEST SOUTHWEST ON HIGHWAY 378 FOR 0.55 MILE TO THE
 AB1796'JUNCTION OF STATE ROAD 55 (NORTH MARTINTOWN ROAD), CONTINUE ON HIGHWAY
 AB1796'378 FOR  0.5 MILE TO THE STATION ON THE LEFT NEAR A WIRE FENCE LINE.
 AB1796'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AB1796'HIGHWAY, 33.0  FEET SOUTH OF THE CENTER OF THE HIGHWAY, 139.5 FEET
 AB1796'WEST OF A TELEPHONE JUNCTION BOX  AOB40, 83.0 FEET WEST OF A POWER
 AB1796'POLE NUMBER 187-11-6.3-9.9, 9.4 FEET EAST OF AN OLD  TELEPHONE
 AB1796'JUNCTION BOX, 1.1 FEET NORTH OF A WITNESS POST. RECOVERED BY J.B.
 AB1796'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1795 ***********************************************************************
 AB1795  DESIGNATION -  19 022
 AB1795  PID         -  AB1795
 AB1795  STATE/COUNTY-  SC/EDGEFIELD
 AB1795  USGS QUAD   -  LIMESTONE (1965)
 AB1795
 AB1795                         *CURRENT SURVEY CONTROL
 AB1795  ___________________________________________________________________
 AB1795* NAD 83(2001)-  33 55 19.54300(N)    082 05 04.43173(W)     ADJUSTED  
 AB1795* NAVD 88     -       131.693  (meters)     432.06   (feet)  ADJUSTED  
 AB1795  ___________________________________________________________________
 AB1795  X           -     729,618.391 (meters)                     COMP
 AB1795  Y           -  -5,247,691.534 (meters)                     COMP
 AB1795  Z           -   3,539,336.300 (meters)                     COMP
 AB1795  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AB1795  ELLIP HEIGHT-         102.14  (meters)          (05/19/05) GPS OBS
 AB1795  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AB1795  DYNAMIC HT  -         131.558 (meters)     431.62  (feet)  COMP
 AB1795  MODELED GRAV-     979,609.9   (mgal)                       NAVD 88
 AB1795
 AB1795  HORZ ORDER  -  FIRST
 AB1795  VERT ORDER  -  FIRST     CLASS II
 AB1795  ELLP ORDER  -  FOURTH    CLASS I
 AB1795
 AB1795.The horizontal coordinates were established by GPS observations
 AB1795.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1795
 AB1795.The orthometric height was determined by differential leveling
 AB1795.and adjusted by the National Geodetic Survey in September 1998..
 AB1795
 AB1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1795
 AB1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1795
 AB1795.The ellipsoidal height was determined by GPS observations
 AB1795.and is referenced to NAD 83.
 AB1795
 AB1795.The geoid height was determined by GEOID03.
 AB1795
 AB1795.The dynamic height is computed by dividing the NAVD 88
 AB1795.geopotential number by the normal gravity value computed on the
 AB1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1795.degrees latitude (g = 980.6199 gals.).
 AB1795
 AB1795.The modeled gravity was interpolated from observed gravity values.
 AB1795
 AB1795;                    North         East     Units Scale Factor Converg.
 AB1795;SPC SC       -   232,161.490   509,332.938   MT  0.99980335   -0 36 04.6
 AB1795;SPC SC       -   761,684.68  1,671,039.82   iFT  0.99980335   -0 36 04.6
 AB1795;UTM  17      - 3,754,047.661   399,749.214   MT  0.99972389   -0 36 19.1
 AB1795
 AB1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1795!SPC SC       -   0.99998397  x   0.99980335  =   0.99978732
 AB1795!UTM  17      -   0.99998397  x   0.99972389  =   0.99970786
 AB1795
 AB1795                          SUPERSEDED SURVEY CONTROL
 AB1795
 AB1795  NAVD 88 (05/19/05)  131.69   (m)          432.1    (f) LEVELING    3  
 AB1795
 AB1795.Superseded values are not recommended for survey control.
 AB1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1795.See file dsdata.txt to determine how the superseded data were derived.
 AB1795
 AB1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9974954048(NAD 83)
 AB1795_MARKER: DD = SURVEY DISK
 AB1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1795_STAMPING: 19 022 1994
 AB1795_MARK LOGO: SCGS  
 AB1795_PROJECTION: FLUSH
 AB1795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1795+STABILITY: SURFACE MOTION
 AB1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1795+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AB1795
 AB1795  HISTORY     - Date     Condition        Report By
 AB1795  HISTORY     - 1994     MONUMENTED       SCGS
 AB1795  HISTORY     - 20041007 GOOD             SCGS
 AB1795
 AB1795                          STATION DESCRIPTION
 AB1795
 AB1795'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1795'STATION IS LOCATED 12.05 MILES (19.39 KM) EAST OF MCCORMICK.
 AB1795'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1795'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1795'JUNCTION OF STATE HIGHWAY 67, U.S.  HIGHWAY 378 AND STATE ROAD 35,
 AB1795'10.3 MILES (16.6 KM) EAST OF MCCORMICK, GO EAST SOUTHEAST ON HIGHWAY
 AB1795'378 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 324 (SANDROCK
 AB1795'ROAD) , CONTINUE ON HIGHWAY 378 FOR 0.6 MILE (1.0 KM) TO THE STATION
 AB1795'NEAR A BARBED WIRE FENCE LINE IN THE NORTHWEST ANGLE OF A DRIVEWAY
 AB1795'LEFT LEADING TO AN OLD WOODEN HOUSE AT BOX 75.  STATION IS A CONCRETE
 AB1795'POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY,
 AB1795'35.2 FEET (10.7 M) NORTH OF THE CENTER OF THE HIGHWAY, 14.6 FEET (4.5
 AB1795'M) EAST OF A TELEPHONE JUNCTION BOX NUMBER 5, 6.9 FEET (2.1 M) WEST
 AB1795'SOUTHWEST OF THE SOUTHEAST CORNER FENCE POST WITH A SCGS REFERENCE
 AB1795'WASHER ATTACHED OF A BARBED WIRE FENCE LINE ON THE WEST SIDE OF THE
 AB1795'DRIVEWAY, 10.3 FEET (3.1 M) NORTHWEST OF THE WEST END OF A 2.0-FOOT
 AB1795'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 1.1 FEET (0.3 M) SOUTH OF
 AB1795'A WITNESS POST IN THE FENCE LINE.  DESCRIBED BY R.W.  ROBERTS.
 AB1795
 AB1795                          STATION RECOVERY (2004)
 AB1795
 AB1795'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1795'STATION IS LOCATED 12.05 MILES EAST OF MCCORMICK, 12.8 MILES NORTHWEST
 AB1795'OF EDGEFIELD.    OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 AB1795'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 AB1795'FROM THE JUNCTION OF U.S. HIGHWAY 378, STATE HIGHWAY 67 (CALLISON
 AB1795'HIGHWAY) AND STATE ROAD 35 (WALKER ROAD), 11.3 MILES EAST OF
 AB1795'MCCORMICK, GO EAST  SOUTHEAST ON HIGHWAY 378 FOR 1.2 MILES TO THE
 AB1795'JUNCTION OF STATE ROAD 324 (SANDROCK  ROAD), CONTINUE ON HIGHWAY 378
 AB1795'FOR 0.6 MILE TO THE STATION ON THE LEFT NEAR A WOODEN  CORNER POST IN
 AB1795'THE NORTHWEST ANGLE OF A GATED GRAVEL ROAD LEADING DO A BURNED  DOWN
 AB1795'HOUSE NUMBER 300. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1795'1.5 FEET ABOVE THE HIGHWAY,  35.0 FEET NORTH OF THE CENTER OF THE
 AB1795'HIGHWAY, 15.8 FEET EAST OF A TELEPHONE  JUNCTION BOX NUMBER 5, 8.5
 AB1795'FEET WEST SOUTHWEST OF THE SOUTHEAST WOOD CORNER  POST WITH A SCGS
 AB1795'REFERENCE WASHER ON THE WEST SIDE OF THE GRAVEL ROAD, 10.5 FEET
 AB1795'NORTHWEST OF THE WEST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH
 AB1795'THE  GRAVEL ROAD, 20.0 FEET SOUTH OF THE WEST ONE OF TWO WOOD GATE
 AB1795'POSTS, 1.1 FEET  SOUTH OF A WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1794 ***********************************************************************
 AB1794  DESIGNATION -  19 024
 AB1794  PID         -  AB1794
 AB1794  STATE/COUNTY-  SC/EDGEFIELD
 AB1794  USGS QUAD   -  LIMESTONE (1965)
 AB1794
 AB1794                         *CURRENT SURVEY CONTROL
 AB1794  ___________________________________________________________________
 AB1794* NAD 83(2001)-  33 55 17.77142(N)    082 06 55.34091(W)     ADJUSTED  
 AB1794* NAVD 88     -       160.784  (meters)     527.51   (feet)  ADJUSTED  
 AB1794  ___________________________________________________________________
 AB1794  X           -     726,804.082 (meters)                     COMP
 AB1794  Y           -  -5,248,137.211 (meters)                     COMP
 AB1794  Z           -   3,539,307.261 (meters)                     COMP
 AB1794  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AB1794  ELLIP HEIGHT-         131.27  (meters)          (05/19/05) GPS OBS
 AB1794  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AB1794  DYNAMIC HT  -         160.620 (meters)     526.97  (feet)  COMP
 AB1794  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 AB1794
 AB1794  HORZ ORDER  -  FIRST
 AB1794  VERT ORDER  -  FIRST     CLASS II
 AB1794  ELLP ORDER  -  FOURTH    CLASS I
 AB1794
 AB1794.The horizontal coordinates were established by GPS observations
 AB1794.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1794
 AB1794.The orthometric height was determined by differential leveling
 AB1794.and adjusted by the National Geodetic Survey in September 1998..
 AB1794
 AB1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1794
 AB1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1794
 AB1794.The ellipsoidal height was determined by GPS observations
 AB1794.and is referenced to NAD 83.
 AB1794
 AB1794.The geoid height was determined by GEOID03.
 AB1794
 AB1794.The dynamic height is computed by dividing the NAVD 88
 AB1794.geopotential number by the normal gravity value computed on the
 AB1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1794.degrees latitude (g = 980.6199 gals.).
 AB1794
 AB1794.The modeled gravity was interpolated from observed gravity values.
 AB1794
 AB1794;                    North         East     Units Scale Factor Converg.
 AB1794;SPC SC       -   232,137.234   506,484.275   MT  0.99980331   -0 37 06.1
 AB1794;SPC SC       -   761,605.10  1,661,693.82   iFT  0.99980331   -0 37 06.1
 AB1794;UTM  17      - 3,754,023.609   396,900.766   MT  0.99973103   -0 37 21.0
 AB1794
 AB1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1794!SPC SC       -   0.99997939  x   0.99980331  =   0.99978271
 AB1794!UTM  17      -   0.99997939  x   0.99973103  =   0.99971043
 AB1794
 AB1794:                Primary Azimuth Mark                     Grid Az
 AB1794:SPC SC       -  19 025                                   268 44 32.9
 AB1794:UTM  17      -  19 025                                   268 44 47.8
 AB1794
 AB1794|---------------------------------------------------------------------|
 AB1794| PID    Reference Object                     Distance      Geod. Az  |
 AB1794|                                                           dddmmss.s |
 AB1794| AB1793 19 025                              APPROX. 1.1 KM 2680726.8 |
 AB1794|---------------------------------------------------------------------|
 AB1794
 AB1794                          SUPERSEDED SURVEY CONTROL
 AB1794
 AB1794  NAD 83(2001)-  33 55 17.77166(N)    082 06 55.34088(W) AD(       ) 1
 AB1794  ELLIP H (03/13/03)  131.27   (m)                       GP(       ) 4 2
 AB1794  NAD 83(1995)-  33 55 17.77161(N)    082 06 55.34074(W) AD(       ) 1
 AB1794  ELLIP H (12/20/99)  131.28   (m)                       GP(       ) 4 1
 AB1794  NAD 83(1986)-  33 55 17.78353(N)    082 06 55.34032(W) AD(       ) 1
 AB1794  NAVD 88 (05/19/05)  160.78   (m)          527.5    (f) LEVELING    3  
 AB1794
 AB1794.Superseded values are not recommended for survey control.
 AB1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1794.See file dsdata.txt to determine how the superseded data were derived.
 AB1794
 AB1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9690154024(NAD 83)
 AB1794_MARKER: DD = SURVEY DISK
 AB1794_SETTING: 66 = SET IN ROCK OUTCROP
 AB1794_STAMPING: 19 024 1994
 AB1794_MARK LOGO: SCGS  
 AB1794_PROJECTION: FLUSH
 AB1794_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1794+STABILITY: POSITION/ELEVATION WELL
 AB1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1794+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AB1794
 AB1794  HISTORY     - Date     Condition        Report By
 AB1794  HISTORY     - 1994     MONUMENTED       SCGS
 AB1794  HISTORY     - 19970714 GOOD             SCGS
 AB1794  HISTORY     - 20010801 GOOD             USPSQD
 AB1794  HISTORY     - 20041007 GOOD             SCGS
 AB1794
 AB1794                          STATION DESCRIPTION
 AB1794
 AB1794'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1794'STATION IS LOCATED IN ROCK OUTCROP NEAR A POWER POLE IN THE NORTHEAST
 AB1794'ANGLE OF THE JUNCTION OF STATE HIGHWAY 67, U.S.  HIGHWAY 378 AND STATE
 AB1794'ROAD 35, 10.3 MILES (16.6 KM) EAST OF MCCORMICK. OWNERSHIP--SCDOT,
 AB1794'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1794'803-737-1350.  STATION IS A DRILL MARK IN ROCK OUTCROP AND 1.5 FEET
 AB1794'(0.5 M) ABOVE HIGHWAY 67, 46.6 FEET (14.2 M) EAST NORTHEAST OF THE
 AB1794'CENTER OF HIGHWAY 67, 174.0 FEET (53.0 M) NORTH OF THE CENTER OF
 AB1794'HIGHWAY 378, 6.0 FEET (1.8 M) EAST OF THE POWER POLE NUMBER
 AB1794'045161/186-12-2.2-1.5 WITH A TRANSFORMER, 50.8 FEET (15.5 M) NORTHEAST
 AB1794'OF A HIGHWAY CROSSOVER ACCESS ROAD, 53.5 FEET (16.3 M) EAST SOUTHEAST
 AB1794'OF THE EAST SOUTHEAST CORNER OF THE HEADWALL OF A 1.5-FOOT CONCRETE
 AB1794'PIPE CULVERT ON THE EAST SIDE OF HIGHWAY 67, 6.0 FEET (1.8 M) EAST OF
 AB1794'A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1794
 AB1794                          STATION RECOVERY (1997)
 AB1794
 AB1794'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1794'STATION IS LOCATED IN ROCK OUTCROP NEAR A POWER POLE IN THE NORTHEAST
 AB1794'ANGLE OF THE JUNCTION OF STATE HIGHWAY 67 (CALLISON HIGHWAY) , U.S.
 AB1794'HIGHWAY 378 AND STATE ROAD 35 (WALKER ROAD) , 10.3 MILES (16.6 KM)
 AB1794'EAST OF MCCORMICK.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AB1794'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A
 AB1794'DRILL MARK IN ROCK OUTCROP AND 1.5 FEET (0.5 M) ABOVE HIGHWAY 67, 46.6
 AB1794'FEET (14.2 M) EAST NORTHEAST OF THE CENTER OF HIGHWAY 67, 174.0 FEET
 AB1794'(53.0 M) NORTH OF THE CENTER OF HIGHWAY 378, 6.0 FEET (1.8 M) EAST OF
 AB1794'THE POWER POLE NUMBER 045161/186-12-2.2-1.5 WITH A TRANSFORMER, 50.8
 AB1794'FEET (15.5 M) NORTHEAST OF A HIGHWAY CROSSOVER ACCESS ROAD, 53.5 FEET
 AB1794'(16.3 M) EAST SOUTHEAST OF THE EAST SOUTHEAST CORNER OF THE HEADWALL
 AB1794'OF A 1.5-FOOT CONCRETE PIPE CULVERT ON THE EAST SIDE OF HIGHWAY 67,
 AB1794'6.0 FEET (1.8 M) EAST OF A WITNESS POST. RECOVERED BY R.W.  ROBERTS.
 AB1794
 AB1794                          STATION RECOVERY (2001)
 AB1794
 AB1794'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1794'RECOVERED IN GOOD CONDITION.
 AB1794
 AB1794                          STATION RECOVERY (2004)
 AB1794
 AB1794'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1794'STATION IS LOCATED IN ROCK OUTCROP NEAR A POWER POLE IN THE NORTHEAST
 AB1794'ANGLE OF THE  JUNCTION OF U.S. HIGHWAY 378, STATE HIGHWAY 67 (CALLISON
 AB1794'HIGHWAY) AND STATE ROAD 35  (WALKER ROAD), 10.3 MILES EAST OF
 AB1794'MCCORMICK, 14.1 MILES NORTHWEST OF EDGEFIELD.    OWNERSHIP--SCDOT,
 AB1794'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1794'803-737-1350. STATION IS DISK SET IN ROCK OUTCROP AND 1.5 FEET ABOVE
 AB1794'HIGHWAY 67, 48.8 FEET EAST OF THE  CENTER OF HIGHWAY 67, 174.0 FEET
 AB1794'NORTH OF THE CENTER OF HIGHWAY 378, 6.0 FEET EAST OF THE  POWER POLE
 AB1794'NUMBER 045161 WITH A TRANSFORMER, 46.5 FEET NORTHEAST OF A HIGHWAY
 AB1794'CROSSOVER ROAD, 52.0 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF
 AB1794'THE HEADWALL OF  A 1.5-FOOT CONCRETE PIPE CULVERT ON THE EAST SIDE OF
 AB1794'HIGHWAY 67, 6.0 FEET EAST OF A  WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1793 ***********************************************************************
 AB1793  DESIGNATION -  19 025
 AB1793  PID         -  AB1793
 AB1793  STATE/COUNTY-  SC/EDGEFIELD
 AB1793  USGS QUAD   -  WINTERSEAT (1986)
 AB1793
 AB1793                         *CURRENT SURVEY CONTROL
 AB1793  ___________________________________________________________________
 AB1793* NAD 83(2001)-  33 55 16.63053(N)    082 07 37.05391(W)     ADJUSTED  
 AB1793* NAVD 88     -       163.714  (meters)     537.12   (feet)  ADJUSTED  
 AB1793  ___________________________________________________________________
 AB1793  X           -     725,745.757 (meters)                     COMP
 AB1793  Y           -  -5,248,305.943 (meters)                     COMP
 AB1793  Z           -   3,539,279.737 (meters)                     COMP
 AB1793  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AB1793  ELLIP HEIGHT-         134.22  (meters)          (05/19/05) GPS OBS
 AB1793  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AB1793  DYNAMIC HT  -         163.547 (meters)     536.57  (feet)  COMP
 AB1793  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 AB1793
 AB1793  HORZ ORDER  -  FIRST
 AB1793  VERT ORDER  -  FIRST     CLASS II
 AB1793  ELLP ORDER  -  FOURTH    CLASS I
 AB1793
 AB1793.The horizontal coordinates were established by GPS observations
 AB1793.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1793
 AB1793.The orthometric height was determined by differential leveling
 AB1793.and adjusted by the National Geodetic Survey in September 1998..
 AB1793
 AB1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1793
 AB1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1793
 AB1793.The ellipsoidal height was determined by GPS observations
 AB1793.and is referenced to NAD 83.
 AB1793
 AB1793.The geoid height was determined by GEOID03.
 AB1793
 AB1793.The dynamic height is computed by dividing the NAVD 88
 AB1793.geopotential number by the normal gravity value computed on the
 AB1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1793.degrees latitude (g = 980.6199 gals.).
 AB1793
 AB1793.The modeled gravity was interpolated from observed gravity values.
 AB1793
 AB1793;                    North         East     Units Scale Factor Converg.
 AB1793;SPC SC       -   232,113.711   505,412.726   MT  0.99980329   -0 37 29.2
 AB1793;SPC SC       -   761,527.92  1,658,178.23   iFT  0.99980329   -0 37 29.2
 AB1793;UTM  17      - 3,754,000.166   395,829.291   MT  0.99973377   -0 37 44.3
 AB1793
 AB1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1793!SPC SC       -   0.99997893  x   0.99980329  =   0.99978222
 AB1793!UTM  17      -   0.99997893  x   0.99973377  =   0.99971271
 AB1793
 AB1793:                Primary Azimuth Mark                     Grid Az
 AB1793:SPC SC       -  19 024                                   088 44 32.7
 AB1793:UTM  17      -  19 024                                   088 44 47.8
 AB1793
 AB1793|---------------------------------------------------------------------|
 AB1793| PID    Reference Object                     Distance      Geod. Az  |
 AB1793|                                                           dddmmss.s |
 AB1793| AB1794 19 024                              APPROX. 1.1 KM 0880703.5 |
 AB1793|---------------------------------------------------------------------|
 AB1793
 AB1793                          SUPERSEDED SURVEY CONTROL
 AB1793
 AB1793  NAVD 88 (05/19/05)  163.71   (m)          537.1    (f) LEVELING    3  
 AB1793
 AB1793.Superseded values are not recommended for survey control.
 AB1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1793.See file dsdata.txt to determine how the superseded data were derived.
 AB1793
 AB1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9582954000(NAD 83)
 AB1793_MARKER: DD = SURVEY DISK
 AB1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1793_STAMPING: 19 025 1994
 AB1793_MARK LOGO: SCGS  
 AB1793_PROJECTION: FLUSH
 AB1793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1793+STABILITY: SURFACE MOTION
 AB1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1793+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 AB1793
 AB1793  HISTORY     - Date     Condition        Report By
 AB1793  HISTORY     - 1994     MONUMENTED       SCGS
 AB1793  HISTORY     - 20041115 GOOD             SCGS
 AB1793
 AB1793                          STATION DESCRIPTION
 AB1793
 AB1793'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1793'STATION IS LOCATED 9.65 MILES (15.53 KM) EAST OF MCCORMICK.
 AB1793'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1793'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1793'JUNCTION OF STATE HIGHWAY 67, U.S.  HIGHWAY 378 AND STATE ROAD 35,
 AB1793'10.3 MILES (16.6 KM) EAST OF MCCORMICK, GO WEST NORTHWEST ON HIGHWAY
 AB1793'378 FOR 0.7 MILE (1.1 KM) TO THE STATION NEAR A POWER POLE IN THE
 AB1793'SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 423 (GILCHIST ROAD) .
 AB1793'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AB1793'CM) BELOW THE HIGHWAY, 39.7 FEET (12.1 M) SOUTH OF THE CENTER OF THE
 AB1793'HIGHWAY, 27.0 FEET (8.2 M) EAST SOUTHEAST OF THE EAST END OF A
 AB1793'1.5-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 423, 2.2 FEET (0.7 M)
 AB1793'NORTH NORTHWEST OF A BARBED WIRE FENCE LINE, 14.5 FEET (4.4 M) WEST
 AB1793'SOUTHWEST OF THE CORNER FENCE POST WITH A SCGS REFERENCE WASHER
 AB1793'ATTACHED, 7.6 FEET (2.3 M) NORTHEAST OF THE POWER POLE NUMBER
 AB1793'0455861/186-11-1.5-1.6 WITH A GUY WIRE, 7.5 FEET (2.3 M) SOUTH
 AB1793'SOUTHEAST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1793
 AB1793                          STATION RECOVERY (2004)
 AB1793
 AB1793'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1793'STATION IS LOCATED 9.6 MILES EAST OF MCCORMICK, 14.6 MILES NORTHWEST
 AB1793'OF EDGEFIELD.     OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 AB1793'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 AB1793'FROM THE JUNCTION OF U.S. HIGHWAY 378, STATE HIGHWAY 67 (CALLISON
 AB1793'HIGHWAY) AND STATE ROAD 35 (WALKER ROAD), 11.3 MILES EAST OF
 AB1793'MCCORMICK, GO WEST  NORTHWEST ON HIGHWAY 378 FOR 0.65 MILE TO THE
 AB1793'STATION ON THE LEFT NEAR A POWER  POLE IN THE SOUTHEAST ANGLE OF THE
 AB1793'JUNCTION OF STATE ROAD 423 (GILCHRIST ROAD). STATION IS A CONCRETE
 AB1793'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 39.5  FEET
 AB1793'SOUTH OF THE CENTER OF THE HIGHWAY, 27.0 FEET EAST SOUTHEAST OF THE
 AB1793'EAST END OF  A 1.4-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 7.8
 AB1793'FEET NORTHEAST OF THE POWER  POLE NUMBER 045586 WITH GUY WIRE, 19.8
 AB1793'FEET EAST SOUTHEAST OF A TELEPHONE JUNCTION  BOX NUMBER 19, 14.0 FEET
 AB1793'WEST SOUTHWEST OF A WOOD FENCE CORNER POST WITH A SCGS  REFERENCE
 AB1793'WASHER ATTACHED, 7.5 FEET SOUTH OF A WITNESS POST. RECOVERED BY J.B.
 AB1793'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1792 ***********************************************************************
 AB1792  DESIGNATION -  19 026
 AB1792  PID         -  AB1792
 AB1792  STATE/COUNTY-  SC/EDGEFIELD
 AB1792  USGS QUAD   -  WINTERSEAT (1986)
 AB1792
 AB1792                         *CURRENT SURVEY CONTROL
 AB1792  ___________________________________________________________________
 AB1792* NAD 83(1986)-  33 55 22.     (N)    082 08 34.     (W)     SCALED    
 AB1792* NAVD 88     -       161.064  (meters)     528.42   (feet)  ADJUSTED  
 AB1792  ___________________________________________________________________
 AB1792  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AB1792  DYNAMIC HT  -         160.900 (meters)     527.89  (feet)  COMP
 AB1792  MODELED GRAV-     979,614.3   (mgal)                       NAVD 88
 AB1792
 AB1792  VERT ORDER  -  FIRST     CLASS II
 AB1792
 AB1792.The horizontal coordinates were scaled from a topographic map and have
 AB1792.an estimated accuracy of +/- 6 seconds.
 AB1792
 AB1792.The orthometric height was determined by differential leveling
 AB1792.and adjusted by the National Geodetic Survey in September 1998..
 AB1792
 AB1792.The geoid height was determined by GEOID03.
 AB1792
 AB1792.The dynamic height is computed by dividing the NAVD 88
 AB1792.geopotential number by the normal gravity value computed on the
 AB1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1792.degrees latitude (g = 980.6199 gals.).
 AB1792
 AB1792.The modeled gravity was interpolated from observed gravity values.
 AB1792
 AB1792;                    North         East    Units  Estimated Accuracy
 AB1792;SPC SC       -   232,300.      503,950.      MT  (+/- 180 meters Scaled)
 AB1792
 AB1792                          SUPERSEDED SURVEY CONTROL
 AB1792
 AB1792.No superseded survey control is available for this station.
 AB1792
 AB1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT943541(NAD 83)
 AB1792_MARKER: DD = SURVEY DISK
 AB1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1792_STAMPING: 19 026 1994
 AB1792_MARK LOGO: SCGS  
 AB1792_PROJECTION: RECESSED 8 CENTIMETERS
 AB1792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1792+STABILITY: SURFACE MOTION
 AB1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1792+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 AB1792
 AB1792  HISTORY     - Date     Condition        Report By
 AB1792  HISTORY     - 1994     MONUMENTED       SCGS
 AB1792  HISTORY     - 20041115 GOOD             SCGS
 AB1792
 AB1792                          STATION DESCRIPTION
 AB1792
 AB1792'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1792'STATION IS LOCATED 8.75 MILES (14.08 KM) EAST OF MCCORMICK.
 AB1792'OWNERSHIP--NATIONAL FOREST PROPERTY.  TO REACH THE STATION FROM THE
 AB1792'JUNCTION OF STATE HIGHWAY 67, U.S.  HIGHWAY 378 AND STATE ROAD 35,
 AB1792'10.3 MILES (16.6 KM) EAST OF MCCORMICK, GO WEST NORTHWEST ON HIGHWAY
 AB1792'378 FOR 1.3 MILES (2.1 KM) TO A SAND CROSSROAD (HIGHTOWER ROAD) ,
 AB1792'CONTINUE ON HIGHWAY 378 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE
 AB1792'RIGHT NEAR A CHAIN LINK FENCE SURROUNDING THE LIBERTY HILL LOOKOUT
 AB1792'TOWER.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FEET
 AB1792'(1.1 M) ABOVE THE HIGHWAY, 10.7 FEET (3.3 M) EAST SOUTHEAST OF THE
 AB1792'SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR THE SOUTHWEST LEG OF THE
 AB1792'TOWER, 11.2 FEET (3.4 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AB1792'CONCRETE FOOTING FOR THE SOUTHEAST LEG OF THE TOWER, 166.2 FEET (50.7
 AB1792'M) NORTH OF THE CENTER OF THE HIGHWAY, 157.1 FEET (47.9 M) EAST OF THE
 AB1792'SOUTHEAST CORNER OF A BRICK HOUSE (LOOKOUT WATCHMANS HOME) , 3.1 FEET
 AB1792'(0.9 M) SOUTH OF A WITNESS POST IN THE FENCE LINE. DESCRIBED BY R.W.
 AB1792'ROBERTS.
 AB1792
 AB1792                          STATION RECOVERY (2004)
 AB1792
 AB1792'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1792'STATION IS LOCATED 8.7 MILES EAST OF MCCORMICK, 15.4 MILES NORTHWEST
 AB1792'OF EDGEFIELD.  OWNERSHIP--FRANCIS MARION AND SUMTER NATIONAL FORESTS,
 AB1792'4931 BROAD RIVER ROAD, COLUMBIA, SC 29212.  TO REACH THE STATION FROM
 AB1792'THE JUNCTION OF U.S. HIGHWAY 378, STATE HIGHWAY 67 (CALLISON  HIGHWAY)
 AB1792'AND STATE ROAD 35 (WALKER ROAD), 11.3 MILES EAST OF MCCORMICK, GO WEST
 AB1792'NORTHWEST ON HIGHWAY 378 FOR 1.6 MILES TO THE STATION ON THE RIGHT
 AB1792'NEAR A CHAIN LINK  FENCE SURROUNDING THE LIBERTY HILL LOOKOUT TOWER.
 AB1792'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND 3.5 FEET ABOVE THE
 AB1792'HIGHWAY, 166.0  FEET NORTH OF THE CENTER OF THE HIGHWAY, 10.7 FEET
 AB1792'EAST SOUTHEAST OF THE  SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR
 AB1792'THE SOUTHWEST LEG OF THE TOWER,  11.2 FEET WEST SOUTHWEST OF THE
 AB1792'SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR  THE SOUTHEAST LEG OF THE
 AB1792'TOWER, 68.6 FEET WEST OF A POWER POLE NUMBER 63818 WITH  GUY WIRE AND
 AB1792'TRANSFORMER, 138.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A  CHAIN
 AB1792'LINK FENCE SURROUNDING A WEATHER STATION, 122.6 FEET NORTH NORTHEAST
 AB1792'OF  THE NORTHWEST CORNER OF THE STONE BASE FOR A SIGN (LIBERTY HILL
 AB1792'LOOKOUT TOWER). RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1806 ***********************************************************************
 AB1806  DESIGNATION -  19 027
 AB1806  PID         -  AB1806
 AB1806  STATE/COUNTY-  SC/EDGEFIELD
 AB1806  USGS QUAD   -  EDGEFIELD (1982)
 AB1806
 AB1806                         *CURRENT SURVEY CONTROL
 AB1806  ___________________________________________________________________
 AB1806* NAD 83(1986)-  33 50 05.     (N)    081 58 14.     (W)     SCALED    
 AB1806* NAVD 88     -       151.836  (meters)     498.15   (feet)  ADJUSTED  
 AB1806  ___________________________________________________________________
 AB1806  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 AB1806  DYNAMIC HT  -         151.680 (meters)     497.64  (feet)  COMP
 AB1806  MODELED GRAV-     979,605.4   (mgal)                       NAVD 88
 AB1806
 AB1806  VERT ORDER  -  FIRST     CLASS II
 AB1806
 AB1806.The horizontal coordinates were scaled from a topographic map and have
 AB1806.an estimated accuracy of +/- 6 seconds.
 AB1806
 AB1806.The orthometric height was determined by differential leveling
 AB1806.and adjusted by the National Geodetic Survey in September 1998..
 AB1806
 AB1806.The geoid height was determined by GEOID03.
 AB1806
 AB1806.The dynamic height is computed by dividing the NAVD 88
 AB1806.geopotential number by the normal gravity value computed on the
 AB1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1806.degrees latitude (g = 980.6199 gals.).
 AB1806
 AB1806.The modeled gravity was interpolated from observed gravity values.
 AB1806
 AB1806;                    North         East    Units  Estimated Accuracy
 AB1806;SPC SC       -   222,370.      519,780.      MT  (+/- 180 meters Scaled)
 AB1806
 AB1806                          SUPERSEDED SURVEY CONTROL
 AB1806
 AB1806.No superseded survey control is available for this station.
 AB1806
 AB1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT101442(NAD 83)
 AB1806_MARKER: DD = SURVEY DISK
 AB1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1806_STAMPING: 19 027 1994
 AB1806_MARK LOGO: SCGS  
 AB1806_PROJECTION: RECESSED 3 CENTIMETERS
 AB1806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1806+STABILITY: SURFACE MOTION
 AB1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1806+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1806
 AB1806  HISTORY     - Date     Condition        Report By
 AB1806  HISTORY     - 1994     MONUMENTED       SCGS
 AB1806  HISTORY     - 20010711 GOOD             USPSQD
 AB1806  HISTORY     - 20041006 GOOD             SCGS
 AB1806
 AB1806                          STATION DESCRIPTION
 AB1806
 AB1806'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1806'STATION IS LOCATED 3.95 MILES (6.36 KM) NORTHWEST OF EDGEFIELD.
 AB1806'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1806'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1806'JUNCTION OF U.S.  HIGHWAY 25 AND STATE HIGHWAY 283, 3.95 MILES (6.36
 AB1806'KM) NORTHWEST OF EDGEFIELD, GO SOUTH SOUTHEAST ON HIGHWAY 25 FOR 0.05
 AB1806'MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE ON THE
 AB1806'SOUTHEAST SIDE OF A WOOD-SIDED BUILDING (ANTIQUE STORE) . STATION IS A
 AB1806'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE
 AB1806'HIGHWAY, 2.4 FEET (0.7 M) NORTH OF THE POWER POLE NUMBER
 AB1806'38782/249-16-5.7-2.7 WITH A GUY WIRE, 22.4 FEET (6.8 M) SOUTH
 AB1806'SOUTHEAST OF THE EAST CORNER OF THE STORE, 32.3 FEET (9.8 M) WEST
 AB1806'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.1 FEET (0.6 M) NORTH OF A
 AB1806'WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1806
 AB1806                          STATION RECOVERY (2001)
 AB1806
 AB1806'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1806'RECOVERED IN GOOD CONDITION.
 AB1806
 AB1806                          STATION RECOVERY (2004)
 AB1806
 AB1806'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1806'STATION IS LOCATED 4.0 MILES NORTHWEST OF EDGEFIELD. OWNERSHIP--SCDOT,
 AB1806'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AB1806'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AB1806'283 (PLUM BRANCH ROAD)  AND U.S. HIGHWAY 25, 4.0 MILES NORTHWEST OF
 AB1806'EDGEFIELD, GO SOUTH SOUTHEAST ON  HIGHWAY 25 FOR 0.05 MILE TO THE
 AB1806'STATION ON THE RIGHT NEAR A POWER POLE ON THE  SOUTHEAST SIDE OF A
 AB1806'WOOD-SIDED BUILDING (TEMMERMANS ANTIQUES). STATION IS A CONCRETE POST
 AB1806'RECESSED 0.1 FOOT AND 1.0 FOOT BELOW THE HIGHWAY, 68.0  FEET WEST
 AB1806'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.3 FEET NORTH NORTHEAST OF
 AB1806'THE POWER POLE WITH GUY WIRE, 22.3 FEET SOUTH OF THE EAST CORNER OF
 AB1806'THE STORE,  52.5 FEET WEST NORTHWEST OF A FIRE HYDRANT, 2.0 FEET NORTH
 AB1806'NORTHEAST OF A WITNESS  POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3284 ***********************************************************************
 DE3284  DESIGNATION -  19 NW 19
 DE3284  PID         -  DE3284
 DE3284  STATE/COUNTY-  SC/AIKEN
 DE3284  USGS QUAD   -  AIKEN (1980)
 DE3284
 DE3284                         *CURRENT SURVEY CONTROL
 DE3284  ___________________________________________________________________
 DE3284* NAD 83(1986)-  33 35 23.     (N)    081 41 41.     (W)     SCALED    
 DE3284* NAVD 88     -       153.160  (meters)     502.49   (feet)  ADJUSTED  
 DE3284  ___________________________________________________________________
 DE3284  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3284  DYNAMIC HT  -         152.994 (meters)     501.95  (feet)  COMP
 DE3284  MODELED GRAV-     979,556.3   (mgal)                       NAVD 88
 DE3284
 DE3284  VERT ORDER  -  FIRST     CLASS II
 DE3284
 DE3284.The horizontal coordinates were scaled from a topographic map and have
 DE3284.an estimated accuracy of +/- 6 seconds.
 DE3284
 DE3284.The orthometric height was determined by differential leveling
 DE3284.and adjusted by the National Geodetic Survey in April 1994..
 DE3284
 DE3284.The geoid height was determined by GEOID03.
 DE3284
 DE3284.The dynamic height is computed by dividing the NAVD 88
 DE3284.geopotential number by the normal gravity value computed on the
 DE3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3284.degrees latitude (g = 980.6199 gals.).
 DE3284
 DE3284.The modeled gravity was interpolated from observed gravity values.
 DE3284
 DE3284;                    North         East    Units  Estimated Accuracy
 DE3284;SPC SC       -   194,990.      545,130.      MT  (+/- 180 meters Scaled)
 DE3284
 DE3284                          SUPERSEDED SURVEY CONTROL
 DE3284
 DE3284.No superseded survey control is available for this station.
 DE3284
 DE3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT355168(NAD 83)
 DE3284_MARKER: P = PIPE CAP
 DE3284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3284_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3284_STAMPING: 19 NW 19
 DE3284_MARK LOGO: SC0020
 DE3284_PROJECTION: RECESSED 8 CENTIMETERS
 DE3284_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3284+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DE3284_ROD/PIPE-DEPTH: 0.76 meters
 DE3284
 DE3284  HISTORY     - Date     Condition        Report By
 DE3284  HISTORY     - UNK      MONUMENTED       SC0020
 DE3284  HISTORY     - 19920909 GOOD             SCGS
 DE3284  HISTORY     - 20000724 GOOD             SCGS
 DE3284  HISTORY     - 20030825 GOOD             USPSQD
 DE3284
 DE3284                          STATION DESCRIPTION
 DE3284
 DE3284'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3284'STATION IS LOCATED 2.65 MILES (4.26 KM) NORTHEAST OF AIKEN,
 DE3284'OWNERSHIP-- SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3284'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3284'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118, TRUCK 19
 DE3284'NORTH (RUTLAND DRIVE NORTHEAST), U.S. HIGHWAYS 1 (YORK STREET
 DE3284'NORTHEAST), TRUCK 1 AND 78 (RUTLAND DRIVE NORTHEAST), 1.65 MILES
 DE3284'(2.66 KM) NORTHEAST OF AIKEN, GO NORTH NORTHEAST ON HIGHWAY 1 FOR
 DE3284'1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 495 (MAY ROYAL
 DE3284'DRIVE) AND THE STATION NEAR THE CONCRETE CURB ON THE SHOULDER OF THE
 DE3284'HIGHWAY IN THE NORTHEAST ANGLE.
 DE3284'THE STATION IS PIPE MARK WITH CAP RECESSED 0.3 FOOT (9.1 CM) AND LEVEL
 DE3284'WITH THE HIGHWAY, 3.5 FEET (1.1 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 DE3284'THE CONCRETE CURB OF THE HIGHWAY, 75.0 FEET (22.9 M) NORTH NORTHEAST
 DE3284'OF A FIRE HYDRANT, 109.4 FEET (33.3 M) NORTH OF THE CENTER OF ROAD
 DE3284'495, 150.8 FEET (46.0 M) SOUTHWEST OF THE SOUTHWEST END OF A 2.0-FOOT
 DE3284'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO THE AIKEN COUNTY SHRINE
 DE3284'CLUB, 55.6 FEET (16.9 M) NORTHEAST OF POWER POLE NUMBER C19665, 56.6
 DE3284'FEET (17.3 M) NORTH NORTHEAST OPF SURVEY STATION 2 084, 56.1 FEET
 DE3284'(17.1 M) NORTHEAST OF A WITNESS POST.
 DE3284'RECOVERED BY T. HALL.
 DE3284
 DE3284                          STATION RECOVERY (2000)
 DE3284
 DE3284'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3284'STATION IS LOCATED 2.5 MILES (4.0 KM) NORTHEAST OF AIKEN.
 DE3284'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3284'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3284'JUNCTION OF STATE HIGHWAYS 118, TRUCK 19 NORTH (RUTLAND DRIVE
 DE3284'NORTHEAST) , U.S.  HIGHWAYS 1 (YORK STREET NORTHEAST) , TRUCK 1 AND 78
 DE3284'(RUTLAND DRIVE NORTHEAST) , 1.65 MILES (2.66 KM) NORTHEAST OF AIKEN,
 DE3284'GO NORTH NORTHEAST ON HIGHWAY 1 FOR 1.1 MILES (1.8 KM) TO THE STATION
 DE3284'ON THE RIGHT NEAR THE CURB OF THE HIGHWAY IN THE NORTHEAST ANGLE OF
 DE3284'THE JUNCTION OF STATE ROAD 495 (MAY ROYAL DRIVE) .  STATION IS AN
 DE3284'ALUMINUM PIPE MARK WITH CAP RECESSED 0.4 FOOT (12.2 CM) AND LEVEL WITH
 DE3284'THE HIGHWAY, 3.5 FEET (1.1 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 DE3284'CURB OF THE HIGHWAY, 74.5 FEET (22.7 M) NORTH NORTHEAST OF A FIRE
 DE3284'HYDRANT, 130.4 FEET (39.7 M) NORTHEAST OF THE CENTER OF ROAD 495, 50.7
 DE3284'FEET (15.5 M) NORTH OF A FLAG POLE, 56.9 FEET (17.3 M) NORTH NORTHEAST
 DE3284'OF SURVEY STATION 2 084, 151.0 FEET (46.0 M) SOUTHWEST OF THE
 DE3284'SOUTHWEST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY
 DE3284'TO THE AIKEN COUNTY SHRINE CLUB, 56.4 FEET (17.2 M) NORTHEAST OF A
 DE3284'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 DE3284
 DE3284                          STATION RECOVERY (2003)
 DE3284
 DE3284'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5695 ***********************************************************************
 CK5695  DESIGNATION -  1900
 CK5695  PID         -  CK5695
 CK5695  STATE/COUNTY-  SC/BEAUFORT
 CK5695  USGS QUAD   -  ST HELENA SOUND (1979)
 CK5695
 CK5695                         *CURRENT SURVEY CONTROL
 CK5695  ___________________________________________________________________
 CK5695* NAD 83(2001)-  32 24 03.96821(N)    080 25 44.71283(W)     ADJUSTED  
 CK5695* NAVD 88     -         3.73   (meters)      12.2    (feet)  N HEIGHT  
 CK5695  ___________________________________________________________________
 CK5695  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CK5695  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 CK5695  DYNAMIC HT  -           3.73  (meters)      12.2   (feet)  COMP
 CK5695  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CK5695
 CK5695  HORZ ORDER  -  THIRD
 CK5695  VERT ORDER  -  THIRD
 CK5695
 CK5695.The horizontal coordinates were established by classical geodetic methods
 CK5695.and adjusted by the National Geodetic Survey in March 2004..
 CK5695
 CK5695.The orthometric height was determined by differential leveling
 CK5695.and adjusted by the National Geodetic Survey in April 1995..
 CK5695.The height was determined by precise leveling from only one NSRS
 CK5695.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CK5695.allowed ONLY to validate the GPS-derived height.
 CK5695
 CK5695.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5695
 CK5695.The geoid height was determined by GEOID03.
 CK5695
 CK5695.The dynamic height is computed by dividing the NAVD 88
 CK5695.geopotential number by the normal gravity value computed on the
 CK5695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5695.degrees latitude (g = 980.6199 gals.).
 CK5695
 CK5695.The modeled gravity was interpolated from observed gravity values.
 CK5695
 CK5695;                    North         East     Units Scale Factor Converg.
 CK5695;SPC SC       -    63,117.735   663,312.877   MT  1.00003629   +0 18 59.4
 CK5695;SPC SC       -   207,079.18  2,176,223.35   iFT  1.00003629   +0 18 59.4
 CK5695;UTM  17      - 3,585,039.602   553,690.098   MT  0.99963555   +0 18 21.3
 CK5695
 CK5695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5695!SPC SC       -   1.00000444  x   1.00003629  =   1.00004073
 CK5695!UTM  17      -   1.00000444  x   0.99963555  =   0.99963998
 CK5695
 CK5695                          SUPERSEDED SURVEY CONTROL
 CK5695
 CK5695  NAD 83(1986)-  32 24 03.97851(N)    080 25 44.71645(W) AD(       ) 3
 CK5695  NGVD 29 (04/23/92)    4.013  (m)           13.17   (f) ADJUSTED    3 0
 CK5695
 CK5695.Superseded values are not recommended for survey control.
 CK5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5695.See file dsdata.txt to determine how the superseded data were derived.
 CK5695
 CK5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5369085040(NAD 83)
 CK5695_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5695_SETTING: 0 = UNSPECIFIED SETTING
 CK5695_STAMPING: 1900 1988
 CK5695_MARK LOGO: SCCC  
 CK5695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5695+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5695
 CK5695  HISTORY     - Date     Condition        Report By
 CK5695  HISTORY     - 1988     MONUMENTED       SCCC
 CK5695
 CK5695                          STATION DESCRIPTION
 CK5695
 CK5695'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5695'THE STATION IS LOCATED ON HARBOR ISLAND.  FROM THE HARBOR ISLAND
 CK5695'SECURITY GATE, PROCEED FOR 0.7 MILES ALONG THE ENTRANCE ROAD TO THE
 CK5695'Y-INTERSECTION, TURN RIGHT AND PROCEED ALONG THE STREET FOR 0.4 MILES
 CK5695'TO THE START OF CUL-DE-SAC AND THE STATION LOCATED ON THE LEFT AT THE
 CK5695'TOP OF THE DUNES.  MARKER IS 91.8 FEET EAST NORTHEAST OF THE
 CK5695'NORTHEAST CORNER OF UNIT NUMBER 12 AND 103.0 FEET EAST SOUTHEAST OF
 CK5695'THE SOUTHEAST CORNER OF UNIT NUMBER 11.  MARK IS PROJECTING 0.3 FEET
 CK5695'ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5695'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5695'PIPE SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0320 ***********************************************************************
 DE0320  DESIGNATION -  190=PTS 58
 DE0320  PID         -  DE0320
 DE0320  STATE/COUNTY-  SC/RICHLAND
 DE0320  USGS QUAD   -  EASTOVER (1987)
 DE0320
 DE0320                         *CURRENT SURVEY CONTROL
 DE0320  ___________________________________________________________________
 DE0320* NAD 83(1986)-  33 52 37.     (N)    080 41 36.     (W)     SCALED    
 DE0320* NAVD 88     -        57.513  (meters)     188.69   (feet)  ADJUSTED  
 DE0320  ___________________________________________________________________
 DE0320  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DE0320  DYNAMIC HT  -          57.453 (meters)     188.49  (feet)  COMP
 DE0320  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 DE0320
 DE0320  VERT ORDER  -  FIRST     CLASS II
 DE0320
 DE0320.The horizontal coordinates were scaled from a topographic map and have
 DE0320.an estimated accuracy of +/- 6 seconds.
 DE0320
 DE0320.The orthometric height was determined by differential leveling
 DE0320.and adjusted by the National Geodetic Survey in June 1991..
 DE0320
 DE0320.The geoid height was determined by GEOID03.
 DE0320
 DE0320.The dynamic height is computed by dividing the NAVD 88
 DE0320.geopotential number by the normal gravity value computed on the
 DE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0320.degrees latitude (g = 980.6199 gals.).
 DE0320
 DE0320.The modeled gravity was interpolated from observed gravity values.
 DE0320
 DE0320;                    North         East    Units  Estimated Accuracy
 DE0320;SPC SC       -   226,670.      637,970.      MT  (+/- 180 meters Scaled)
 DE0320
 DE0320                          SUPERSEDED SURVEY CONTROL
 DE0320
 DE0320  NGVD 29 (??/??/92)   57.776  (m)          189.55   (f) ADJ UNCH    1 2
 DE0320
 DE0320.Superseded values are not recommended for survey control.
 DE0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0320.See file dsdata.txt to determine how the superseded data were derived.
 DE0320
 DE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT283485(NAD 83)
 DE0320_MARKER: P = PIPE CAP
 DE0320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0320_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0320_STAMPING: 190 PRIM TRAV STA NO 58 J 1918
 DE0320_MARK LOGO: USGS  
 DE0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0320
 DE0320  HISTORY     - Date     Condition        Report By
 DE0320  HISTORY     - 1918     MONUMENTED       USGS
 DE0320  HISTORY     - 1960     GOOD             NGS
 DE0320  HISTORY     - 1978     GOOD             NGS
 DE0320  HISTORY     - 19880101 GOOD             SCGS
 DE0320
 DE0320                          STATION DESCRIPTION
 DE0320
 DE0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0320'AT EASTOVER.
 DE0320'AT EASTOVER, ALONG THE ATLANTIC COAST LINE RAILROAD, ABOUT 0.25
 DE0320'MILE SOUTHEAST OF MILEPOST 353, 66.6 FEET WEST-NORTHWEST OF THE
 DE0320'SOUTHWEST CORNER OF STATION BUILDING, 25.9 FEET NORTH-NORTHEAST OF
 DE0320'NORTH-NORTHEAST RAIL OF MAIN TRACK, 10.5 FEET NORTH-NORTHEAST OF
 DE0320'SIDE TRACK, 22.8 FEET SOUTH OF SOUTH RAIL OF SPUR TRACK LEADING
 DE0320'EAST-NORTHEAST, 38 1/2 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 DE0320'72 1/2 FEET SOUTH OF AND ACROSS MAIN STREET FROM A FIRE HYDRANT,
 DE0320'46 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF MAIN STREET, 60 FEET
 DE0320'EAST-SOUTHEAST OF THE PROLONGED CENTER LINE OF HENRY STREET, ABOUT
 DE0320'1 FOOT BELOW THE LEVEL OF MAIN TRACK, AND IS A CAP RIVETED ON TOP
 DE0320'OF A 3 1/2-INCH IRON PIPE 1/2-INCH BELOW THE SURFACE OF THE
 DE0320'GROUND.
 DE0320
 DE0320                          STATION RECOVERY (1978)
 DE0320
 DE0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE0320'DELETE- 66.6 FT. WEST-NORTHWEST OF THE SOUTHWEST CORNER OF STATION
 DE0320'BUILDING.
 DE0320'THE MARK IS 1 FT  WNW FROM A WITNESS POST.
 DE0320
 DE0320                          STATION RECOVERY (1988)
 DE0320
 DE0320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988 (DDW)
 DE0320'RECOVERED AS DESCRIBED, NOTE-WITNESS POST IS GONE, REFERENCED POWER
 DE0320'POLE HAS A GUY WIRE, HENRY STREET IS ALSO STATE ROAD 1182, 75.0 FEET
 DE0320'(22.9 M) SOUTH SOUTHWEST OF A WITNESS POST. RECOVERY BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0734 ***********************************************************************
 DE0734  DESIGNATION -  191
 DE0734  PID         -  DE0734
 DE0734  STATE/COUNTY-  SC/ALLENDALE
 DE0734  USGS QUAD   -  ALLENDALE (1979)
 DE0734
 DE0734                         *CURRENT SURVEY CONTROL
 DE0734  ___________________________________________________________________
 DE0734* NAD 83(1986)-  33 00 33.     (N)    081 18 33.     (W)     SCALED    
 DE0734* NAVD 88     -        58.030  (meters)     190.39   (feet)  ADJUSTED  
 DE0734  ___________________________________________________________________
 DE0734  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DE0734  DYNAMIC HT  -          57.967 (meters)     190.18  (feet)  COMP
 DE0734  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 DE0734
 DE0734  VERT ORDER  -  FIRST     CLASS II
 DE0734
 DE0734.The horizontal coordinates were scaled from a topographic map and have
 DE0734.an estimated accuracy of +/- 6 seconds.
 DE0734
 DE0734.The orthometric height was determined by differential leveling
 DE0734.and adjusted by the National Geodetic Survey in June 1991..
 DE0734.WARNING-Repeat measurements at this control monument indicate possible
 DE0734.vertical movement.
 DE0734
 DE0734.The geoid height was determined by GEOID03.
 DE0734
 DE0734.The dynamic height is computed by dividing the NAVD 88
 DE0734.geopotential number by the normal gravity value computed on the
 DE0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0734.degrees latitude (g = 980.6199 gals.).
 DE0734
 DE0734.The modeled gravity was interpolated from observed gravity values.
 DE0734
 DE0734;                    North         East    Units  Estimated Accuracy
 DE0734;SPC SC       -   130,440.      580,710.      MT  (+/- 180 meters Scaled)
 DE0734
 DE0734                          SUPERSEDED SURVEY CONTROL
 DE0734
 DE0734  NGVD 29 (??/??/92)   58.301  (m)          191.28   (f) ADJ UNCH    1 2
 DE0734
 DE0734.Superseded values are not recommended for survey control.
 DE0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0734.See file dsdata.txt to determine how the superseded data were derived.
 DE0734
 DE0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS711523(NAD 83)
 DE0734_MARKER: P = PIPE CAP
 DE0734_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0734_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE0734_STAMPING: 191
 DE0734_MARK LOGO: USGS  
 DE0734_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE0734+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1992
 DE0734
 DE0734  HISTORY     - Date     Condition        Report By
 DE0734  HISTORY     - 1918     MONUMENTED       USGS
 DE0734  HISTORY     - 1955     GOOD             NGS
 DE0734  HISTORY     - 1961     GOOD             NGS
 DE0734  HISTORY     - 19920224 POOR             SCGS
 DE0734
 DE0734                          STATION DESCRIPTION
 DE0734
 DE0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DE0734'AT ALLENDALE.
 DE0734'AT ALLENDALE, ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY,
 DE0734'AT THE CROSSING OF NORTH MAIN STREET (U.S. HIGHWAY 301), 26 FEET
 DE0734'SOUTHWEST OF SOUTHWEST RAIL OF TRACK, 260 FEET WEST-NORTHWEST AND
 DE0734'ACROSS NORTH MAIN STREET FROM THE WEST CORNER OF THE STATION,
 DE0734'125 1/2 FEET NORTHWEST OF NORTHWEST CURB LINE OF NORTH MAIN
 DE0734'STREET, 57 FEET SOUTH OF A SWITCH STAND, 30 FEET WEST-SOUTHWEST
 DE0734'OF CENTER OF CROSSING OF THE SOUTHERN RAILWAY AND THE C. AND W.C.
 DE0734'RY., 6.2 FEET NORTHEAST OF NORTHEAST CURB LINE OF STATE HIGHWAY
 DE0734'641 WHICH PARALLELS THE SOUTHWEST SIDE OF TRACK, 1/4 FEET SOUTH
 DE0734'OF A 5-INCH LAWN SHRUB (THE 5TH SHRUB NORTHWEST OF NORTH MAIN
 DE0734'STREET), ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK, ABOUT LEVEL WITH
 DE0734'TOP OF STREET CURB AND PROJECTING 3 INCHES.
 DE0734
 DE0734                          STATION RECOVERY (1961)
 DE0734
 DE0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DE0734'RECOVERED IN GOOD CONDITION.
 DE0734
 DE0734                          STATION RECOVERY (1992)
 DE0734
 DE0734'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0734'STATION IS LOCATED IN THE BASE OF A CREPE MYRTLE TREE IN THE NORTHWEST
 DE0734'ANGLE OF THE JUNCTION OF U.S. HIGHWAYS 301, 278 (MAIN STREET) AND
 DE0734'STATE HIGHWAY 125 IN ALLENDALE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 DE0734'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE0734'803-737-1350.
 DE0734'STATION IS A PIPE CAP MARK FLUSH WITH THE GROUND AND LEVEL WITH
 DE0734'HIGHWAY 125, 124.5 FEET (37.9 M) NORTHWEST OF THE NORTHWEST EDGE OF
 DE0734'THE CURB OF HIGHWAY 301 AND 278, 6.2 FEET (1.9 M) NORTHEAST OF THE
 DE0734'NORTHEAST EDGE OF THE CURB OF HIGHWAY 125, 25.8 FEET (7.9 M)
 DE0734'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN SET OF RAILROAD TRACKS,
 DE0734'52.8 FEET (16.1 M) NORTHWEST OF POWER POLE NUMBER 377567.
 DE0734'NOTE-STATION IN POOR CONDITION, THE OLD CREPE MYRTLE TREE IS GROWING
 DE0734'OVER THE STATION, ONLY HALF OF THE CAP IS EXPOSED AT THIS TIME.
 DE0734'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7124 ***********************************************************************
 AI7124  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7124  DESIGNATION -  1912A
 AI7124  PID         -  AI7124
 AI7124  STATE/COUNTY-  SC/LEXINGTON
 AI7124  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AI7124
 AI7124                         *CURRENT SURVEY CONTROL
 AI7124  ___________________________________________________________________
 AI7124* NAD 83(2001)-  33 59 22.16397(N)    081 04 17.67357(W)     ADJUSTED  
 AI7124* NAVD 88     -        87.62   (meters)     287.5    (feet)  GPS OBS   
 AI7124  ___________________________________________________________________
 AI7124  X           -     821,624.713 (meters)                     COMP
 AI7124  Y           -  -5,229,810.151 (meters)                     COMP
 AI7124  Z           -   3,545,511.647 (meters)                     COMP
 AI7124  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AI7124  ELLIP HEIGHT-          56.58  (meters)          (03/13/03) GPS OBS
 AI7124  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AI7124
 AI7124  HORZ ORDER  -  FIRST
 AI7124  ELLP ORDER  -  FOURTH    CLASS II
 AI7124
 AI7124.The horizontal coordinates were established by GPS observations
 AI7124.and adjusted by the National Geodetic Survey in March 2003..
 AI7124
 AI7124.The orthometric height was determined by GPS observations and a
 AI7124.high-resolution geoid model using precise GPS observation and
 AI7124.processing techniques.
 AI7124
 AI7124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7124
 AI7124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7124
 AI7124.The ellipsoidal height was determined by GPS observations
 AI7124.and is referenced to NAD 83.
 AI7124
 AI7124.The geoid height was determined by GEOID03.
 AI7124
 AI7124;                    North         East     Units Scale Factor Converg.
 AI7124;SPC SC       -   239,111.736   602,987.915   MT  0.99980921   -0 02 22.9
 AI7124;SPC SC       -   784,487.32  1,978,306.81   iFT  0.99980921   -0 02 22.9
 AI7124;UTM  17      - 3,760,992.958   493,389.298   MT  0.99960054   -0 02 24.1
 AI7124
 AI7124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7124!SPC SC       -   0.99999112  x   0.99980921  =   0.99980033
 AI7124!UTM  17      -   0.99999112  x   0.99960054  =   0.99959166
 AI7124
 AI7124                          SUPERSEDED SURVEY CONTROL
 AI7124
 AI7124  ELLIP H (02/11/03)   56.56   (m)                       GP(       ) 4 2
 AI7124  NAD 83(1995)-  33 59 22.16427(N)    081 04 17.67368(W) AD(       ) 1
 AI7124  ELLIP H (09/08/00)   56.58   (m)                       GP(       ) 3 1
 AI7124  NAD 83(1986)-  33 59 22.17914(N)    081 04 17.67447(W) AD(       ) 1
 AI7124
 AI7124.Superseded values are not recommended for survey control.
 AI7124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7124.See file dsdata.txt to determine how the superseded data were derived.
 AI7124
 AI7124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9338960993(NAD 83)
 AI7124_MARKER: DD = SURVEY DISK
 AI7124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7124_STAMPING: 1912A
 AI7124_MARK LOGO: SCDOT 
 AI7124_PROJECTION: FLUSH
 AI7124_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7124+STABILITY: SURFACE MOTION
 AI7124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7124+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2001
 AI7124
 AI7124  HISTORY     - Date     Condition        Report By
 AI7124  HISTORY     - 1997     MONUMENTED       SCDOT
 AI7124  HISTORY     - 20011127 GOOD             SCGS
 AI7124
 AI7124                          STATION DESCRIPTION
 AI7124
 AI7124'DESCRIBED BY SC DEPT OF TRANSP 1997 (DGB)
 AI7124'STATION IS LOCATED 0.95 MILES (1.53 KM) WEST SOUTHWEST OF WEST
 AI7124'COLUMBIA.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 AI7124'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 AI7124'FROM THE JUNCTION US HIGHWAY 378 (SUNSET BLVD) AND US HIGHWAY 1
 AI7124'(MEETING ST) , IN WEST COLUMBIA, GO SOUTHWEST ON HIGHWAY 1 FOR 0.75
 AI7124'MILES (1.21 KM) TO THE JUNCTION OF A PAVED ROAD (N 9 TH ST) , CONTINUE
 AI7124'AHEAD ON HIGHWAY 1 FOR 0.25 MILES (0.40 KM) TO THE STATION ON THE
 AI7124'RIGHT IN THE SOUTHWEST JUNCTION OF A PAVED ROAD RIGHT (DEAD END) ,
 AI7124'0.15 MILE (0.24 KM) NORTHEAST OF STATE ROAD 609 (12 TH ST) . STATION
 AI7124'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.4 FOOT (12.2 CM) ABOVE
 AI7124'THE HIGHWAY, 42.2 FEET (12.9 M) NORTHWEST OF THE CENTER OF THE WEST
 AI7124'BOUND LANES OF THE HIGHWAY, 10.7 FEET (3.3 M) NORTHEAST OF THE
 AI7124'EXTENDED CENTER OF STATE ROAD 928 (ROOF ST) , 9.5 FEET (2.9 M)
 AI7124'SOUTHWEST OF A POWER POLE NUMBER 326608 WITH A SECURITY LIGHT, 17.0
 AI7124'FEET (5.2 M) SOUTH SOUTHEAST OF THE ROAD RIGHT, 8.5 FEET (2.6 M)
 AI7124'SOUTHWEST OF A WITNESS POST.
 AI7124
 AI7124                          STATION RECOVERY (2001)
 AI7124
 AI7124'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AI7124'STATION IS LOCATED IN  WEST COLUMBIA, 9.4 MILES EAST OF LEXINGTON.
 AI7124'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AI7124'SC
 AI7124'29202, PHONE 803-737-1350.
 AI7124'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAYS 378 (SUNSET
 AI7124'BOULEVARD) AND 1
 AI7124'(MEETING STREET) IN WEST COLUMBIA, GO WEST SOUTHWEST ON HIGHWAY 1 FOR
 AI7124'1.0 MILE TO THE
 AI7124'STATION ON THE RIGHT NEAR TWO POWER POLES IN THE FORK JUNCTION OF A
 AI7124'PAVED ROAD
 AI7124'RIGHT (DEAD END).
 AI7124'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET ABOVE
 AI7124'THE HIGHWAY, 7.3
 AI7124'FEET WEST OF THE CENTER OF A METAL WATER METER COVER, 16.1 FEET SOUTH
 AI7124'OF THE CENTER
 AI7124'OF THE ROAD, 9.3 FEET WEST OF A POWER POLE NUMBER 326608, 10.2 FEET
 AI7124'WEST OF A POWER
 AI7124'POLE 50/57489S, 41.9 FEET NORTH NORTHWEST OF THE CENTER OF THE
 AI7124'WESTBOUND LANES OF
 AI7124'THE HIGHWAY, 10.1 FEET EAST OF THE EXTENDED CENTER OF STATE ROAD 928,
 AI7124'13.5 FEET EAST
 AI7124'NORTHEAST OF A WITNESS POST.
 AI7124'RECOVERED BY R.P. MCKEOWN.
 AI7124' 
 AI7124'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7123 ***********************************************************************
 AI7123  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7123  DESIGNATION -  1912B
 AI7123  PID         -  AI7123
 AI7123  STATE/COUNTY-  SC/LEXINGTON
 AI7123  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AI7123
 AI7123                         *CURRENT SURVEY CONTROL
 AI7123  ___________________________________________________________________
 AI7123* NAD 83(2001)-  33 59 00.32788(N)    081 04 25.16517(W)     ADJUSTED  
 AI7123* NAVD 88     -        86.98   (meters)     285.4    (feet)  GPS OBS   
 AI7123  ___________________________________________________________________
 AI7123  X           -     821,493.038 (meters)                     COMP
 AI7123  Y           -  -5,230,211.002 (meters)                     COMP
 AI7123  Z           -   3,544,953.408 (meters)                     COMP
 AI7123  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AI7123  ELLIP HEIGHT-          55.93  (meters)          (03/13/03) GPS OBS
 AI7123  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AI7123
 AI7123  HORZ ORDER  -  FIRST
 AI7123  ELLP ORDER  -  FOURTH    CLASS II
 AI7123
 AI7123.The horizontal coordinates were established by GPS observations
 AI7123.and adjusted by the National Geodetic Survey in March 2003..
 AI7123
 AI7123.The orthometric height was determined by GPS observations and a
 AI7123.high-resolution geoid model using precise GPS observation and
 AI7123.processing techniques.
 AI7123
 AI7123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7123
 AI7123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7123
 AI7123.The ellipsoidal height was determined by GPS observations
 AI7123.and is referenced to NAD 83.
 AI7123
 AI7123.The geoid height was determined by GEOID03.
 AI7123
 AI7123;                    North         East     Units Scale Factor Converg.
 AI7123;SPC SC       -   238,439.193   602,795.196   MT  0.99980863   -0 02 27.0
 AI7123;SPC SC       -   782,280.82  1,977,674.53   iFT  0.99980863   -0 02 27.0
 AI7123;UTM  17      - 3,760,320.556   493,196.615   MT  0.99960057   -0 02 28.2
 AI7123
 AI7123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7123!SPC SC       -   0.99999122  x   0.99980863  =   0.99979985
 AI7123!UTM  17      -   0.99999122  x   0.99960057  =   0.99959179
 AI7123
 AI7123                          SUPERSEDED SURVEY CONTROL
 AI7123
 AI7123  NAD 83(1995)-  33 59 00.32791(N)    081 04 25.16517(W) AD(       ) 1
 AI7123  ELLIP H (09/08/00)   55.92   (m)                       GP(       ) 3 1
 AI7123  NAD 83(1986)-  33 59 00.34289(N)    081 04 25.16626(W) AD(       ) 1
 AI7123
 AI7123.Superseded values are not recommended for survey control.
 AI7123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7123.See file dsdata.txt to determine how the superseded data were derived.
 AI7123
 AI7123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9319760321(NAD 83)
 AI7123_MARKER: DD = SURVEY DISK
 AI7123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7123_STAMPING: 1912B
 AI7123_MARK LOGO: SCDOT 
 AI7123_PROJECTION: FLUSH
 AI7123_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7123+STABILITY: SURFACE MOTION
 AI7123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7123+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AI7123
 AI7123  HISTORY     - Date     Condition        Report By
 AI7123  HISTORY     - 1997     MONUMENTED       SCDOT
 AI7123  HISTORY     - 20011127 GOOD             SCGS
 AI7123  HISTORY     - 20040628 GOOD             SCGS
 AI7123
 AI7123                          STATION DESCRIPTION
 AI7123
 AI7123'DESCRIBED BY SC DEPT OF TRANSP 1997 (DGB)
 AI7123'STATION IS LOCATED 1.3 MILES (2.1 KM) SOUTHWEST OF WEST COLUMBIA.
 AI7123'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI7123'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI7123'JUNCTION US HIGHWAY 378 (SUNSET BLVD) AND US HIGHWAY 1 (MEETING ST) ,
 AI7123'IN WEST COLUMBIA, GO SOUTHWEST ON HIGHWAY 1 FOR 0.75 MILES (1.21 KM)
 AI7123'TO THE JUNCTION OF A PAVED ROAD (N 9 TH ST) , CONTINUE AHEAD ON
 AI7123'HIGHWAY 1 FOR 0.4 MILES (0.6 KM) TO THE JUNCTION OF STATE ROAD 609 (12
 AI7123'TH ST) , TURN LEFT ON STATE ROAD 609 FOR 0.05 MILE (0.08 KM) TO THE
 AI7123'JUNCTION OF A PAVED ROAD (CHARLESTON HIGHWAY) , TURN RIGHT ON
 AI7123'CHARLESTON HIGHWAY FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT
 AI7123'IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAY 602 (D AVE)
 AI7123'AND STATE RD 139 (13 TH ST) .STATION IS A CONCRETE POST FLUSH WITH THE
 AI7123'GROUND AND LEVEL THE ROAD, 28.2 FEET (8.6 M) WEST NORTHWEST OF THE
 AI7123'CENTER OF CHARLESTON HIGHWAY, 129.0 FEET (39.3 M) SOUTH SOUTHEAST OF
 AI7123'THE CENTER OF STATE HIGHWAY 602, 41.5 FEET (12.6 M) EAST OF THE EAST
 AI7123'CORNER OF A SINGLE STORY BRICK BUILDING (FIRST CITIZENS BANK) , 57.0
 AI7123'FEET (17.4 M) SOUTHEAST OF THE CENTER OF A SIGN GOR FIRST CITIZENS
 AI7123'BANK.
 AI7123
 AI7123                          STATION RECOVERY (2001)
 AI7123
 AI7123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AI7123'STATION IS LOCATED 0.6 MILE SOUTH OF WEST COLUMBIA, 9.3 MILES EAST OF
 AI7123'LEXINGTON.
 AI7123'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AI7123'SC
 AI7123'29202, PHONE 803-737-1350.
 AI7123'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAYS 378 (SUNSET
 AI7123'BOULEVARD) AND 1
 AI7123'(MEETING STREET) IN WEST COLUMBIA, GO WEST SOUTHWEST ON HIGHWAY 1 FOR
 AI7123'1.15 MILES TO
 AI7123'THE JUNCTION OF STATE ROAD 609 (12TH STREET), TURN LEFT ON ROAD 609
 AI7123'FOR 0.05 MILE TO THE
 AI7123'JUNCTION OF A PAVED ROAD (CHARLESTON HIGHWAY), TURN RIGHT ON THE PAVED
 AI7123'ROAD FOR 0.25
 AI7123'MILE TO THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE
 AI7123'ENTRANCE DRIVE OF THE
 AI7123'FIRST CITIZENS BANK ATM.
 AI7123'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 AI7123'THE ROAD,
 AI7123'23.1 FEET WEST NORTHWEST OF THE CENTER OF THE ROAD, 24.1 FEET NORTH
 AI7123'NORTHEAST OF THE CENTER OF THE ENTRANCE DRIVE, 35.0 FEET EAST OF THE
 AI7123'EAST
 AI7123'CORNER OF A CONCRETE RETAINING WALL, 12.8 FEET EAST SOUTHEAST OF THE
 AI7123'CENTER
 AI7123'OF A 1.5-FOOT ROUND CONCRETE PAD FOR A FLOOD LIGHT, 56.5 FEET SOUTH
 AI7123'SOUTHEAST
 AI7123'OF THE CENTER OF A SIGN POST FOR FIRST CITIZENS BANK, 8.7 FEET NORTH
 AI7123'NORTHEAST
 AI7123'OF THE CENTER OF THE SIGN.
 AI7123'RECOVERED BY R.P. MCKEOWN.
 AI7123' 
 AI7123'
 AI7123
 AI7123                          STATION RECOVERY (2004)
 AI7123
 AI7123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AI7123'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7120 ***********************************************************************
 AI7120  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7120  DESIGNATION -  1912C
 AI7120  PID         -  AI7120
 AI7120  STATE/COUNTY-  SC/LEXINGTON
 AI7120  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AI7120
 AI7120                         *CURRENT SURVEY CONTROL
 AI7120  ___________________________________________________________________
 AI7120* NAD 83(2001)-  33 58 11.43694(N)    081 05 40.00422(W)     ADJUSTED  
 AI7120* NAVD 88     -        78.80   (meters)     258.5    (feet)  GPS OBS   
 AI7120  ___________________________________________________________________
 AI7120  X           -     819,724.585 (meters)                     COMP
 AI7120  Y           -  -5,231,333.750 (meters)                     COMP
 AI7120  Z           -   3,543,699.617 (meters)                     COMP
 AI7120  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AI7120  ELLIP HEIGHT-          47.76  (meters)          (05/06/05) GPS OBS
 AI7120  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AI7120
 AI7120  HORZ ORDER  -  FIRST
 AI7120  ELLP ORDER  -  FOURTH    CLASS II
 AI7120
 AI7120.The horizontal coordinates were established by GPS observations
 AI7120.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AI7120
 AI7120.The orthometric height was determined by GPS observations and a
 AI7120.high-resolution geoid model using precise GPS observation and
 AI7120.processing techniques.
 AI7120
 AI7120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7120
 AI7120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7120
 AI7120.The ellipsoidal height was determined by GPS observations
 AI7120.and is referenced to NAD 83.
 AI7120
 AI7120.The geoid height was determined by GEOID03.
 AI7120
 AI7120;                    North         East     Units Scale Factor Converg.
 AI7120;SPC SC       -   236,934.634   600,873.262   MT  0.99980736   -0 03 08.5
 AI7120;SPC SC       -   777,344.60  1,971,368.97   iFT  0.99980736   -0 03 08.5
 AI7120;UTM  17      - 3,758,816.321   491,275.070   MT  0.99960094   -0 03 10.0
 AI7120
 AI7120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7120!SPC SC       -   0.99999250  x   0.99980736  =   0.99979986
 AI7120!UTM  17      -   0.99999250  x   0.99960094  =   0.99959345
 AI7120
 AI7120:                Primary Azimuth Mark                     Grid Az
 AI7120:SPC SC       -  1912D                                    275 09 16.4
 AI7120:UTM  17      -  1912D                                    275 09 17.9
 AI7120
 AI7120|---------------------------------------------------------------------|
 AI7120| PID    Reference Object                     Distance      Geod. Az  |
 AI7120|                                                           dddmmss.s |
 AI7120| AI7122 1912D                               479.697 METERS 2750607.9 |
 AI7120|---------------------------------------------------------------------|
 AI7120
 AI7120                          SUPERSEDED SURVEY CONTROL
 AI7120
 AI7120  NAD 83(2001)-  33 58 11.43650(N)    081 05 40.00441(W) AD(       ) 1
 AI7120  ELLIP H (03/13/03)   47.77   (m)                       GP(       ) 4 2
 AI7120  NAD 83(1995)-  33 58 11.43654(N)    081 05 40.00440(W) AD(       ) 1
 AI7120  ELLIP H (09/08/00)   47.76   (m)                       GP(       ) 3 1
 AI7120  NAD 83(1986)-  33 58 11.45142(N)    081 05 40.00510(W) AD(       ) 1
 AI7120
 AI7120.Superseded values are not recommended for survey control.
 AI7120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7120.See file dsdata.txt to determine how the superseded data were derived.
 AI7120
 AI7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9127558816(NAD 83)
 AI7120_MARKER: DD = SURVEY DISK
 AI7120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7120_STAMPING: 1912C
 AI7120_MARK LOGO: SCDOT 
 AI7120_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7120+STABILITY: SURFACE MOTION
 AI7120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7120+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2001
 AI7120
 AI7120  HISTORY     - Date     Condition        Report By
 AI7120  HISTORY     - 1997     MONUMENTED       SCDOT
 AI7120  HISTORY     - 20011206 GOOD             SCGS
 AI7120
 AI7120                          STATION DESCRIPTION
 AI7120
 AI7120'DESCRIBED BY SC DEPT OF TRANSP 1997 (DGB)
 AI7120'STATION IS LOCATED 1.0 MILES (1.6 KM) NORTHEAST OF SPRINGDALE AND 2.8
 AI7120'MILES (4.5 KM) SOUTHWEST OF WEST COLUMBIA.  OWNERSHIP--SCDOT, DIRECTOR
 AI7120'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI7120'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AI7120'INTERSTATE 26 AND STATE HIGHWAY 602 (PLATTSPRINGS RD) , 0.6 MILE (1.0
 AI7120'KM) NORTHEAST OF SPRINGDALE, GO NORTHEAST ON STATE HIGHWAY 602 FOR
 AI7120'0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 365 (RAINBOW RD) ,
 AI7120'TURN LEFT ON STATE ROAD 365 FOR 0.12 MILE (0.19 KM) TO THE STATION ON
 AI7120'THE RIGHT IN THE NORTHWEST ANGLE OF STATE ROAD 488 (WESTSIDE DR.) .
 AI7120'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AI7120'CM) ABOVE THE ROAD, 20.8 FEET (6.3 M) NORTH NORTHEAST OF THE CENTER OF
 AI7120'ROAD 365, 55.0 FEET (16.8 M) NORTHWEST OF THE CENTER OF ROAD 488, 4.4
 AI7120'FEET (1.3 M) SOUTH SOUTHWEST OF A CHAIN LINK FENCE, 78.1 FEET (23.8 M)
 AI7120'NORTHEAST OF A POWER POLE NUMBER 1793/PN055 WITH A STREET LIGHT AND A
 AI7120'METER AND A TRANSFORMER, 52.4 FEET (16.0 M) NORTH NORTHWEST OF A
 AI7120'STREET LIGHT POLE NUMBER 303890, 4.4 FEET (1.3 M) SOUTH SOUTHWEST OF A
 AI7120'WITNESS POST.
 AI7120
 AI7120                          STATION RECOVERY (2001)
 AI7120
 AI7120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AI7120'STATION IS LOCATED 1.1 MILES NORTHEAST OF SPRINGDALE, 8.2 MILES EAST
 AI7120'OF LEXINGTON.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 AI7120'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350.
 AI7120' 
 AI7120'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND
 AI7120'U.S. HIGHWAY 1  (EXIT 111),  1.5 MILES NORTH OF SPRINGDALE, GO EAST ON
 AI7120'HIGHWAY 1 FOR 0.15 MILE TO THE  JUNCTION OF STATE ROAD 1809
 AI7120'(HUNTINGTON DRIVE), TURN RIGHT ON ROAD 1809 FOR 0.95 MILE  TO THE
 AI7120'JUNCTION OF STATE ROAD 365 (RAINBOW DRIVE), TURN LEFT ON ROAD 365 FOR
 AI7120'0.35 MILE  TO THE STATION ON THE LEFT NEAR A CHAIN LINK FENCE LINE IN
 AI7120'THE NORTHWEST ANGEL OF THE  JUNCTION OF STATE ROAD 488 (WESTSIDE
 AI7120'DRIVE).
 AI7120' 
 AI7120'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT ABOVE ROAD
 AI7120'365, 20.9 FEET  NORTH NORTHEAST OF THE CENTER OF ROAD 365, 61.0 FEET
 AI7120'NORTHWEST OF THE CENTER OF  ROAD 488, 4.6 FEET SOUTH SOUTHWEST OF THE
 AI7120'FENCE LINE, 51.9 FEET WEST OF A POWER  POLE NUMBER 303890 WITH A
 AI7120'SECURITY LIGHT, 4.5 FEET SOUTH SOUTHWEST OF A WITNESS  POST.
 AI7120' 
 AI7120'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 1912D.
 AI7120' 
 AI7120'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7122 ***********************************************************************
 AI7122  DESIGNATION -  1912D
 AI7122  PID         -  AI7122
 AI7122  STATE/COUNTY-  SC/LEXINGTON
 AI7122  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AI7122
 AI7122                         *CURRENT SURVEY CONTROL
 AI7122  ___________________________________________________________________
 AI7122* NAD 83(2001)-  33 58 12.82111(N)    081 05 58.61624(W)     ADJUSTED  
 AI7122* NAVD 88     -        67.0    (meters)     220.     (feet)  GPS OBS   
 AI7122  ___________________________________________________________________
 AI7122  X           -     819,247.338 (meters)                     COMP
 AI7122  Y           -  -5,231,374.483 (meters)                     COMP
 AI7122  Z           -   3,543,728.394 (meters)                     COMP
 AI7122  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AI7122  ELLIP HEIGHT-          35.96  (meters)          (03/13/03) GPS OBS
 AI7122  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AI7122
 AI7122  HORZ ORDER  -  FIRST
 AI7122  ELLP ORDER  -  FOURTH    CLASS II
 AI7122
 AI7122.The horizontal coordinates were established by GPS observations
 AI7122.and adjusted by the National Geodetic Survey in March 2003..
 AI7122
 AI7122.The orthometric height was determined by GPS observations and a
 AI7122.high-resolution geoid model.
 AI7122
 AI7122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7122
 AI7122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7122
 AI7122.The ellipsoidal height was determined by GPS observations
 AI7122.and is referenced to NAD 83.
 AI7122
 AI7122.The geoid height was determined by GEOID03.
 AI7122
 AI7122;                    North         East     Units Scale Factor Converg.
 AI7122;SPC SC       -   236,977.723   600,395.597   MT  0.99980739   -0 03 18.8
 AI7122;SPC SC       -   777,485.97  1,969,801.83   iFT  0.99980739   -0 03 18.8
 AI7122;UTM  17      - 3,758,859.405   490,797.503   MT  0.99960104   -0 03 20.4
 AI7122
 AI7122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7122!SPC SC       -   0.99999435  x   0.99980739  =   0.99980175
 AI7122!UTM  17      -   0.99999435  x   0.99960104  =   0.99959540
 AI7122
 AI7122:                Primary Azimuth Mark                     Grid Az
 AI7122:SPC SC       -  1912C                                    095 09 16.3
 AI7122:UTM  17      -  1912C                                    095 09 17.9
 AI7122
 AI7122|---------------------------------------------------------------------|
 AI7122| PID    Reference Object                     Distance      Geod. Az  |
 AI7122|                                                           dddmmss.s |
 AI7122| AI7120 1912C                               479.697 METERS 0950557.5 |
 AI7122|---------------------------------------------------------------------|
 AI7122
 AI7122                          SUPERSEDED SURVEY CONTROL
 AI7122
 AI7122  NAD 83(1995)-  33 58 12.82117(N)    081 05 58.61624(W) AD(       ) 1
 AI7122  ELLIP H (09/08/00)   35.96   (m)                       GP(       ) 3 1
 AI7122  NAD 83(1986)-  33 58 12.83601(N)    081 05 58.61684(W) AD(       ) 1
 AI7122
 AI7122.Superseded values are not recommended for survey control.
 AI7122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7122.See file dsdata.txt to determine how the superseded data were derived.
 AI7122
 AI7122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9079858859(NAD 83)
 AI7122_MARKER: DD = SURVEY DISK
 AI7122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7122_STAMPING: 1912D
 AI7122_MARK LOGO: SCDOT 
 AI7122_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7122+STABILITY: SURFACE MOTION
 AI7122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7122+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2001
 AI7122
 AI7122  HISTORY     - Date     Condition        Report By
 AI7122  HISTORY     - 1997     MONUMENTED       SCDOT
 AI7122  HISTORY     - 20011206 GOOD             SCGS
 AI7122
 AI7122                          STATION DESCRIPTION
 AI7122
 AI7122'DESCRIBED BY SC DEPT OF TRANSP 1997 (DGB)
 AI7122'STATION IS LOCATED 0.8 MILES (1.3 KM) NORTHEAST OF SPRINGDALE AND 3.05
 AI7122'MILES (4.91 KM) SOUTHWEST OF WEST COLUMBIA.  OWNERSHIP--SCDOT,
 AI7122'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI7122'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AI7122'INTERSTATE 26 AND STATE HIGHWAY 602 (PLATTSPRINGS RD) , 0.6 MILE (1.0
 AI7122'KM) NORTHEAST OF SPRINGDALE, GO NORTHEAST ON STATE HIGHWAY 602 FOR
 AI7122'0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 365 (RAINBOW RD) ,
 AI7122'TURN LEFT ON STATE ROAD 365 FOR 0.4 MILE (0.6 KM) TO THE STATION ON
 AI7122'THE LEFT IN THE SOUTHWEST ANGLE OF THE JUNCTION OF A PAVED ROAD
 AI7122'(EDDINE DR.) LEFT AND A DIRT ROAD (BEVERLY ST) RIGHT.  STATION IS A
 AI7122'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 AI7122'ROAD, 28.1 FEET (8.6 M) SOUTH OF THE CENTER OF ROAD 365, 30.5 FEET
 AI7122'(9.3 M) NORTH NORTHWEST OF THE CENTER OF EDDINE DR, 52.1 FEET (15.9 M)
 AI7122'NORTH NORTHWEST OF A FIRE HYDRANT, 71.3 FEET (21.7 M) SOUTHWEST OF A
 AI7122'POWER POLE NUMBER 40654 WITH TWO GUY WIRES AND TWO TRANSFORMERS, 1.0
 AI7122'FEET (0.3 M) NORTHEAST OF A WITNESS POST.
 AI7122
 AI7122                          STATION RECOVERY (2001)
 AI7122
 AI7122'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AI7122'STATION IS LOCATED 0.9 MILE NORTH NORTHEAST OF SPRINGDALE, 7.9 MILES
 AI7122'EAST OF LEXINGTON.    OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AI7122'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350.
 AI7122' 
 AI7122'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND
 AI7122'U.S. HIGHWAY 1  (EXIT 111),  1.5 MILES NORTH OF SPRINGDALE, GO EAST ON
 AI7122'HIGHWAY 1 FOR 0.15 MILE TO THE  JUNCTION OF STATE ROAD 1809
 AI7122'(HUNTINGTON DRIVE), TURN RIGHT ON ROAD 1809 FOR 0.95 MILE  TO THE
 AI7122'JUNCTION OF STATE ROAD 365 (RAINBOW DRIVE), TURN LEFT ON ROAD 365 FOR
 AI7122'0.05 MILE  TO THE STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF A
 AI7122'PAVED ROAD (EDDINE DRIVE).
 AI7122' 
 AI7122'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 0.5 FOOT BELOW ROAD
 AI7122'365, 27.5 FEET  SOUTH SOUTHWEST OF THE CENTER OF ROAD 365, 29.3 FEET
 AI7122'WEST NORTHWEST OF THE CENTER  OF EDDINE DRIVE, 7.5 FEET NORTHWEST OF A
 AI7122'WOODEN FENCE CORNER POST, 51.9 FEET WEST  NORTHWEST OF A FIRE HYDRANT,
 AI7122'43.2 FEET NORTH OF THE CENTER OF A MANHOLE COVER  SURROUNDED BY
 AI7122'CONCRETE.
 AI7122' 
 AI7122'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 1912C.
 AI7122' 
 AI7122'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7125 ***********************************************************************
 AI7125  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7125  DESIGNATION -  1912F
 AI7125  PID         -  AI7125
 AI7125  STATE/COUNTY-  SC/LEXINGTON
 AI7125  USGS QUAD   -  LEXINGTON (1987)
 AI7125
 AI7125                         *CURRENT SURVEY CONTROL
 AI7125  ___________________________________________________________________
 AI7125* NAD 83(2001)-  33 55 53.72578(N)    081 09 20.89815(W)     ADJUSTED  
 AI7125* NAVD 88     -        79.00   (meters)     259.2    (feet)  GPS OBS   
 AI7125  ___________________________________________________________________
 AI7125  X           -     814,486.121 (meters)                     COMP
 AI7125  Y           -  -5,234,550.323 (meters)                     COMP
 AI7125  Z           -   3,540,179.997 (meters)                     COMP
 AI7125  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AI7125  ELLIP HEIGHT-          47.99  (meters)          (05/06/05) GPS OBS
 AI7125  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AI7125
 AI7125  HORZ ORDER  -  FIRST
 AI7125  ELLP ORDER  -  FOURTH    CLASS II
 AI7125
 AI7125.The horizontal coordinates were established by GPS observations
 AI7125.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AI7125
 AI7125.The orthometric height was determined by GPS observations and a
 AI7125.high-resolution geoid model using precise GPS observation and
 AI7125.processing techniques.
 AI7125
 AI7125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7125
 AI7125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7125
 AI7125.The ellipsoidal height was determined by GPS observations
 AI7125.and is referenced to NAD 83.
 AI7125
 AI7125.The geoid height was determined by GEOID03.
 AI7125
 AI7125;                    North         East     Units Scale Factor Converg.
 AI7125;SPC SC       -   232,699.236   595,197.284   MT  0.99980409   -0 05 11.0
 AI7125;SPC SC       -   763,448.94  1,952,746.99   iFT  0.99980409   -0 05 11.0
 AI7125;UTM  17      - 3,754,581.838   485,600.212   MT  0.99960256   -0 05 13.1
 AI7125
 AI7125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7125!SPC SC       -   0.99999247  x   0.99980409  =   0.99979656
 AI7125!UTM  17      -   0.99999247  x   0.99960256  =   0.99959503
 AI7125
 AI7125:                Primary Azimuth Mark                     Grid Az
 AI7125:SPC SC       -  1912G                                    218 23 54.2
 AI7125:UTM  17      -  1912G                                    218 23 56.3
 AI7125
 AI7125|---------------------------------------------------------------------|
 AI7125| PID    Reference Object                     Distance      Geod. Az  |
 AI7125|                                                           dddmmss.s |
 AI7125| AI7126 1912G                               APPROX. 0.5 KM 2181843.2 |
 AI7125|---------------------------------------------------------------------|
 AI7125
 AI7125                          SUPERSEDED SURVEY CONTROL
 AI7125
 AI7125  NAD 83(2001)-  33 55 53.72544(N)    081 09 20.89830(W) AD(       ) 1
 AI7125  NAD 83(1995)-  33 55 53.72549(N)    081 09 20.89833(W) AD(       ) 1
 AI7125  ELLIP H (09/08/00)   48.01   (m)                       GP(       ) 3 1
 AI7125  NAD 83(1986)-  33 55 53.74030(N)    081 09 20.89909(W) AD(       ) 1
 AI7125
 AI7125.Superseded values are not recommended for survey control.
 AI7125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7125.See file dsdata.txt to determine how the superseded data were derived.
 AI7125
 AI7125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8560054582(NAD 83)
 AI7125_MARKER: DD = SURVEY DISK
 AI7125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7125_STAMPING: 1912F
 AI7125_MARK LOGO: SCDOT 
 AI7125_PROJECTION: RECESSED 3 CENTIMETERS
 AI7125_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7125+STABILITY: SURFACE MOTION
 AI7125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7125+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AI7125
 AI7125  HISTORY     - Date     Condition        Report By
 AI7125  HISTORY     - 1997     MONUMENTED       SCDOT
 AI7125  HISTORY     - 20040624 GOOD             SCGS
 AI7125
 AI7125                          STATION DESCRIPTION
 AI7125
 AI7125'DESCRIBED BY SC DEPT OF TRANSP 1997 (DGB)
 AI7125'STATION IS LOCATED 1.9 MILES (3.1 KM) SOUTHWEST OF SOUTH CONGAREE.
 AI7125'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI7125'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI7125'JUNCTION OF STATE HIGHWAY 602 (PLATT SPRINGS RD) AND STATE ROAD 103
 AI7125'(RAMBLIN RD) , 1.8 MILES (2.9 KM) NORTHWEST OF SOUTH CONGAREE, GO
 AI7125'NORTHEAST ON STATE HIGHWAY 602 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION
 AI7125'OF STATE ROAD 957 (STEELE RD) LEFT, CONTINUE ON HIGHWAY 602 FOR 0.65
 AI7125'MILE (1.05 KM) TO THE STATION ON THE LEFT, IN THE WEST ANGLE TO THE
 AI7125'JUNCTION OF STATE ROAD (LINDLER DR) .  STATION IS A CONCRETE POST
 AI7125'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 26.3
 AI7125'FEET (8.0 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 202.1 FEET (61.6
 AI7125'M) SOUTHWEST OF THE EXTENDED CENTER OF ROAD 1064, 106.8 FEET (32.6 M)
 AI7125'NORTHWEST OF A 2.0 FOOT (0.6 M) HICKORY TREE NEAR A POND, 0.6 FOOT
 AI7125'(18.3 CM) NORTHWEST OF A WITNESS POST.
 AI7125
 AI7125                          STATION RECOVERY (2004)
 AI7125
 AI7125'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AI7125'STATION IS LOCATED 1.8 MILES NORTHWEST OF SOUTH CONGAREE, 5.7 MILES
 AI7125'SOUTHEAST OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AI7125'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC   29202, PHONE
 AI7125'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AI7125'6 (SOUTH LAKE  DRIVE), 602 AND STATE ROAD 34 (PLATT SPRINGS ROAD), 5.0
 AI7125'MILES SOUTH OF LEXINGTON,  GO EAST ON HIGHWAY 602 FOR 3.5 MILES TO THE
 AI7125'JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD),  CONTINUE ON HIGHWAY 602
 AI7125'FOR 1.1 MILES TO THE STATION ON THE LEFT NEAR A LONE CEDAR  TREE.
 AI7125'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND 0.5 FOOT ABOVE THE
 AI7125'HIGHWAY, 62.5  FEET SOUTHEAST OF THE LONE 1.5-FOOT LONE CEDAR TREE,
 AI7125'27.0 FEET NORTHWEST OF THE  CENTER OF THE HIGHWAY, 158.0 FEET
 AI7125'NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 4  WITH A STUB POLE,
 AI7125'152.6 FEET SOUTHWEST OF THE CENTER OF STATE ROAD 1250 (LINDLER
 AI7125'DRIVE), 84.5 FEET WEST OF A POWER POLE 1552KK WITH A TRANSFORMER AND
 AI7125'TWO GUY  WIRES, 1.0 FOOT SOUTHEAST OF A WITNESS POST. NOTE-STATION IS
 AI7125'INTERVISIBLE WITH SURVEY STATION 1912G. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7126 ***********************************************************************
 AI7126  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7126  DESIGNATION -  1912G
 AI7126  PID         -  AI7126
 AI7126  STATE/COUNTY-  SC/LEXINGTON
 AI7126  USGS QUAD   -  LEXINGTON (1987)
 AI7126
 AI7126                         *CURRENT SURVEY CONTROL
 AI7126  ___________________________________________________________________
 AI7126* NAD 83(2001)-  33 55 40.58762(N)    081 09 33.35058(W)     ADJUSTED  
 AI7126* NAVD 88     -        68.95   (meters)     226.2    (feet)  GPS OBS   
 AI7126  ___________________________________________________________________
 AI7126  X           -     814,203.548 (meters)                     COMP
 AI7126  Y           -  -5,234,814.507 (meters)                     COMP
 AI7126  Z           -   3,539,838.504 (meters)                     COMP
 AI7126  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AI7126  ELLIP HEIGHT-          37.93  (meters)          (05/06/05) GPS OBS
 AI7126  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AI7126
 AI7126  HORZ ORDER  -  FIRST
 AI7126  ELLP ORDER  -  FOURTH    CLASS II
 AI7126
 AI7126.The horizontal coordinates were established by GPS observations
 AI7126.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AI7126
 AI7126.The orthometric height was determined by GPS observations and a
 AI7126.high-resolution geoid model using precise GPS observation and
 AI7126.processing techniques.
 AI7126
 AI7126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7126
 AI7126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7126
 AI7126.The ellipsoidal height was determined by GPS observations
 AI7126.and is referenced to NAD 83.
 AI7126
 AI7126.The geoid height was determined by GEOID03.
 AI7126
 AI7126;                    North         East     Units Scale Factor Converg.
 AI7126;SPC SC       -   232,294.998   594,876.907   MT  0.99980380   -0 05 17.9
 AI7126;SPC SC       -   762,122.70  1,951,695.89   iFT  0.99980380   -0 05 17.9
 AI7126;UTM  17      - 3,754,177.685   485,279.896   MT  0.99960267   -0 05 20.0
 AI7126
 AI7126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7126!SPC SC       -   0.99999405  x   0.99980380  =   0.99979785
 AI7126!UTM  17      -   0.99999405  x   0.99960267  =   0.99959672
 AI7126
 AI7126:                Primary Azimuth Mark                     Grid Az
 AI7126:SPC SC       -  1912F                                    038 23 54.1
 AI7126:UTM  17      -  1912F                                    038 23 56.2
 AI7126
 AI7126|---------------------------------------------------------------------|
 AI7126| PID    Reference Object                     Distance      Geod. Az  |
 AI7126|                                                           dddmmss.s |
 AI7126| AI7125 1912F                               APPROX. 0.5 KM 0381836.2 |
 AI7126|---------------------------------------------------------------------|
 AI7126
 AI7126                          SUPERSEDED SURVEY CONTROL
 AI7126
 AI7126  NAD 83(2001)-  33 55 40.58732(N)    081 09 33.35078(W) AD(       ) 1
 AI7126  NAD 83(1995)-  33 55 40.58731(N)    081 09 33.35074(W) AD(       ) 1
 AI7126  ELLIP H (09/08/00)   37.95   (m)                       GP(       ) 3 1
 AI7126  NAD 83(1986)-  33 55 40.60211(N)    081 09 33.35135(W) AD(       ) 1
 AI7126
 AI7126.Superseded values are not recommended for survey control.
 AI7126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7126.See file dsdata.txt to determine how the superseded data were derived.
 AI7126
 AI7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8528054178(NAD 83)
 AI7126_MARKER: DD = SURVEY DISK
 AI7126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7126_STAMPING: 1912G
 AI7126_MARK LOGO: SCDOT 
 AI7126_PROJECTION: FLUSH
 AI7126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7126+STABILITY: SURFACE MOTION
 AI7126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7126+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2002
 AI7126
 AI7126  HISTORY     - Date     Condition        Report By
 AI7126  HISTORY     - 1994     MONUMENTED       SCDOT
 AI7126  HISTORY     - 20020109 GOOD             SCGS
 AI7126
 AI7126                          STATION DESCRIPTION
 AI7126
 AI7126'DESCRIBED BY SC DEPT OF TRANSP 1994 (DGB)
 AI7126'STATION IS LOCATED 1.85 MILES (2.98 KM) NORTHWEST OF SOUTH CONGAREE.
 AI7126'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI7126'COLUMBIA, SC 29202, PHONE NUMBER 803-737-1350.  TO REACH THE STATION
 AI7126'FROM THE JUCTION OF STATE HIGHWAY 602 (PLATT SPRINGS RD) AND STATE
 AI7126'ROAD 103 (RAMBLIN ROAD) , 1.8 MILES (2.9 KM) NORTHWEST OF SOUTH
 AI7126'CONGAREE, GO NORTHEAST ON STATE HIGHWAY 602 FOR 0.5 MILE (0.8 KM) TO
 AI7126'THE JUNCTION OF STATE ROAD 957 ON THE LEFT.  CONTINUE ON HIGHWAY 602
 AI7126'FOR 0.28 MILE (0.45 KM) TO THE STEELE ROAD AND STATION ON THE RIGHT,
 AI7126'0.05 MILE (0.08 KM) SOUTHWEST OF STATE ROAD 1064 (EAST STEELE RD) .
 AI7126'STATION IS A CONCRETE POST FLUSH AND 0.5 FOOT (15.2 CM) BELOW STATE
 AI7126'ROAD 4336/4298, 106.8 FEET (32.6 M) NORTHWEST OF A 2 FEET (0.6 M) IN
 AI7126'DIAMETER HICKORY TREE NEAR A POND, 202.1 FEET (61.6 M) SOUTHWEST OF
 AI7126'THE EXTENDED CENTER OF STATE ROAD 1064, 26.3 FEET (8.0 M) SOUTHEAST OF
 AI7126'THE CENTER OF THE HIGHWAY, AND 0.6 FOOT (18.3 CM) NORTHWEST OF A
 AI7126'WITNESS POST.
 AI7126
 AI7126                          STATION RECOVERY (2002)
 AI7126
 AI7126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AI7126'STATION IS LOCATED 1.7 MILES NORTHWEST OF SOUTH CONGAREE, 5.7 MILES
 AI7126'SOUTHEAST OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AI7126'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC   29202, PHONE
 AI7126'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI7126'HIGHWAYS 6 (SOUTH LAKE  DRIVE), 602 AND STATE ROAD 34 (PLATT SPRINGS
 AI7126'ROAD), 5.0 MILES SOUTH OF LEXINGTON,  GO EAST ON HIGHWAY 602 FOR 3.5
 AI7126'MILES TO THE JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD),  CONTINUE ON
 AI7126'HIGHWAY 602 FOR 0.8 MILE TO THE STATION ON THE RIGHT. STATION IS A
 AI7126'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE  HIGHWAY,
 AI7126'26.2 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 90.1 FEET  SOUTHWEST
 AI7126'OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH  A
 AI7126'FIELD ACCESS ROAD, 214.3 FEET SOUTHWEST OF THE CENTER OF STATE ROAD
 AI7126'1064  (EAST STEELE ROAD), 137.4 FEET NORTH OF A LONE 2.0-FOOT PINE
 AI7126'TREE WITH A SCGS  REFERENCE WASHER ATTACHED, 169.4 FEET WEST SOUTHWEST
 AI7126'OF THE SOUTH CORNER  OF A CONCRETE BLOCK PUMP HOUSE, 93.3 FEET
 AI7126'NORTHEAST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 AI7126'STATION 1912F. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5696 ***********************************************************************
 CK5696  DESIGNATION -  1930
 CK5696  PID         -  CK5696
 CK5696  STATE/COUNTY-  SC/BEAUFORT
 CK5696  USGS QUAD   -  ST HELENA SOUND (1979)
 CK5696
 CK5696                         *CURRENT SURVEY CONTROL
 CK5696  ___________________________________________________________________
 CK5696* NAD 83(2001)-  32 24 19.33260(N)    080 25 52.58510(W)     ADJUSTED  
 CK5696* NAVD 88     -         3.02   (meters)       9.9    (feet)  N HEIGHT  
 CK5696  ___________________________________________________________________
 CK5696  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CK5696  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5696  DYNAMIC HT  -           3.02  (meters)       9.9   (feet)  COMP
 CK5696  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 CK5696
 CK5696  HORZ ORDER  -  THIRD
 CK5696  VERT ORDER  -  THIRD
 CK5696
 CK5696.The horizontal coordinates were established by classical geodetic methods
 CK5696.and adjusted by the National Geodetic Survey in March 2004..
 CK5696
 CK5696.The orthometric height was determined by differential leveling
 CK5696.and adjusted by the National Geodetic Survey in April 1995..
 CK5696.The height was determined by precise leveling from only one NSRS
 CK5696.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CK5696.allowed ONLY to validate the GPS-derived height.
 CK5696
 CK5696.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5696
 CK5696.The geoid height was determined by GEOID03.
 CK5696
 CK5696.The dynamic height is computed by dividing the NAVD 88
 CK5696.geopotential number by the normal gravity value computed on the
 CK5696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5696.degrees latitude (g = 980.6199 gals.).
 CK5696
 CK5696.The modeled gravity was interpolated from observed gravity values.
 CK5696
 CK5696;                    North         East     Units Scale Factor Converg.
 CK5696;SPC SC       -    63,589.892   663,104.541   MT  1.00003467   +0 18 55.1
 CK5696;SPC SC       -   208,628.25  2,175,539.83   iFT  1.00003467   +0 18 55.1
 CK5696;UTM  17      - 3,585,511.609   553,481.931   MT  0.99963527   +0 18 17.2
 CK5696
 CK5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5696!SPC SC       -   1.00000455  x   1.00003467  =   1.00003922
 CK5696!UTM  17      -   1.00000455  x   0.99963527  =   0.99963982
 CK5696
 CK5696                          SUPERSEDED SURVEY CONTROL
 CK5696
 CK5696  NAD 83(1986)-  32 24 19.34297(N)    080 25 52.58854(W) AD(       ) 3
 CK5696  NGVD 29 (04/23/92)    3.305  (m)           10.84   (f) ADJUSTED    3 0
 CK5696
 CK5696.Superseded values are not recommended for survey control.
 CK5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5696.See file dsdata.txt to determine how the superseded data were derived.
 CK5696
 CK5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5348285512(NAD 83)
 CK5696_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5696_SETTING: 0 = UNSPECIFIED SETTING
 CK5696_STAMPING: 1930 1988
 CK5696_MARK LOGO: SCCC  
 CK5696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5696+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5696
 CK5696  HISTORY     - Date     Condition        Report By
 CK5696  HISTORY     - 1988     MONUMENTED       SCCC
 CK5696
 CK5696                          STATION DESCRIPTION
 CK5696
 CK5696'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5696'THE STATION IS LOCATED ON HARBOR ISLAND.  FROM THE HARBOR ISLAND
 CK5696'SECURITY GATE, PROCEED FOR 0.7 MILES ALONG THE ENTRANCE ROAD TO THE
 CK5696'Y-INTERSECTION, TURN RIGHT AND PROCEED ALONG THE STREET FOR 150 FEET,
 CK5696'TURN LEFT INTO THE PARKING LOT AND THE STATION LOCATED ON THE LEFT AT
 CK5696'THE NORTHEAST CORNER OF THE PARKING LOT BEHIND THE APARTMENT ON THE
 CK5696'DUNES.  MARKER IS 97.8 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER
 CK5696'OF THE APARTMENT BUILDING AND 85.7 FEET EAST OF THE SOUTHEAST CORNER
 CK5696'OF THE WOODEN FENCE AROUND THE SWIMMING POOL.  MARK IS PROJECTING 0.3
 CK5696'FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5696'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5696'PIPE SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5331 ***********************************************************************
 AJ5331  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5331  DESIGNATION -  19345 A
 AJ5331  PID         -  AJ5331
 AJ5331  STATE/COUNTY-  SC/LANCASTER
 AJ5331  USGS QUAD   -  ANTIOCH (1969)
 AJ5331
 AJ5331                         *CURRENT SURVEY CONTROL
 AJ5331  ___________________________________________________________________
 AJ5331* NAD 83(2001)-  34 44 28.75915(N)    080 37 32.07504(W)     ADJUSTED  
 AJ5331* NAVD 88     -       202.80   (meters)     665.4    (feet)  GPS OBS   
 AJ5331  ___________________________________________________________________
 AJ5331  X           -     854,656.474 (meters)                     COMP
 AJ5331  Y           -  -5,176,901.965 (meters)                     COMP
 AJ5331  Z           -   3,614,420.652 (meters)                     COMP
 AJ5331  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AJ5331  ELLIP HEIGHT-         172.41  (meters)          (03/13/03) GPS OBS
 AJ5331  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AJ5331
 AJ5331  HORZ ORDER  -  FIRST
 AJ5331  ELLP ORDER  -  FOURTH    CLASS II
 AJ5331
 AJ5331.The horizontal coordinates were established by GPS observations
 AJ5331.and adjusted by the National Geodetic Survey in March 2003..
 AJ5331
 AJ5331.The orthometric height was determined by GPS observations and a
 AJ5331.high-resolution geoid model using precise GPS observation and
 AJ5331.processing techniques.
 AJ5331
 AJ5331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5331
 AJ5331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5331
 AJ5331.The ellipsoidal height was determined by GPS observations
 AJ5331.and is referenced to NAD 83.
 AJ5331
 AJ5331.The geoid height was determined by GEOID03.
 AJ5331
 AJ5331;                    North         East     Units Scale Factor Converg.
 AJ5331;SPC SC       -   322,561.067   643,886.512   MT  0.99996860   +0 12 27.3
 AJ5331;SPC SC       - 1,058,271.22  2,112,488.56   iFT  0.99996860   +0 12 27.3
 AJ5331;UTM  17      - 3,844,421.088   534,274.035   MT  0.99961448   +0 12 48.2
 AJ5331
 AJ5331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5331!SPC SC       -   0.99997294  x   0.99996860  =   0.99994154
 AJ5331!UTM  17      -   0.99997294  x   0.99961448  =   0.99958743
 AJ5331
 AJ5331|---------------------------------------------------------------------|
 AJ5331| PID    Reference Object                     Distance      Geod. Az  |
 AJ5331|                                                           dddmmss.s |
 AJ5331| AJ5391 EA 65                               370.988 METERS 35516     |
 AJ5331|---------------------------------------------------------------------|
 AJ5331
 AJ5331                          SUPERSEDED SURVEY CONTROL
 AJ5331
 AJ5331  NAD 83(1986)-  34 44 28.77573(N)    080 37 32.08190(W) AD(       ) 1
 AJ5331  NAD 83(1995)-  34 44 28.75944(N)    080 37 32.07491(W) AD(       ) 1
 AJ5331  ELLIP H (09/28/01)  172.40   (m)                       GP(       ) 4 1
 AJ5331
 AJ5331.Superseded values are not recommended for survey control.
 AJ5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5331.See file dsdata.txt to determine how the superseded data were derived.
 AJ5331
 AJ5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3427444421(NAD 83)
 AJ5331_MARKER: DD = SURVEY DISK
 AJ5331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5331_STAMPING: 19345 A 1996
 AJ5331_MARK LOGO: SCDOT 
 AJ5331_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5331+STABILITY: SURFACE MOTION
 AJ5331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5331+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1999
 AJ5331
 AJ5331  HISTORY     - Date     Condition        Report By
 AJ5331  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5331  HISTORY     - 19990920 GOOD             SCGS
 AJ5331
 AJ5331                          STATION DESCRIPTION
 AJ5331
 AJ5331'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5331'STATION IS LOCATED 8.5 MILES (13.7 KM) EAST OF LANCASTER, 13.4 MILES
 AJ5331'(21.6 KM) WEST SOUTHWEST OF PAGELAND.  OWNERSHIP--BETTY ARANT, PHONE
 AJ5331'803-285-4675 IN ELGIN.  TO REACH THE STATION FROM THE JUNCTION OF
 AJ5331'STATE HIGHWAYS 522 (ROCKY RIVER ROAD) AND 9, 8.5 MILES (13.7 KM) EAST
 AJ5331'NORTHEAST OF LANCASTER, GO SOUTH ON HIGHWAY 522 FOR 0.2 MILE (0.3 KM)
 AJ5331'TO THE STATION ON THE LEFT IN A FIELD.  STATION IS A CONCRETE POST
 AJ5331'RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY,
 AJ5331'35.7 FEET (10.9 M) EAST OF THE CENTER OF THE HIGHWAY, 4.2 FEET (1.3 M)
 AJ5331'EAST OF A BARBED WIRE FENCE LINE, 126.7 FEET (38.6 M) SOUTH OF A
 AJ5331'0.8-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 88.4 FEET
 AJ5331'(26.9 M) SOUTHEAST OF A TELEPHONE JUNCTION BOX 2A/29, 4.3 FEET (1.3 M)
 AJ5331'EAST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 AJ5331'STATION EA 65.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5332 ***********************************************************************
 AJ5332  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5332  DESIGNATION -  19345 B
 AJ5332  PID         -  AJ5332
 AJ5332  STATE/COUNTY-  SC/LANCASTER
 AJ5332  USGS QUAD   -  ANTIOCH (1969)
 AJ5332
 AJ5332                         *CURRENT SURVEY CONTROL
 AJ5332  ___________________________________________________________________
 AJ5332* NAD 83(2001)-  34 44 23.03574(N)    080 38 48.58186(W)     ADJUSTED  
 AJ5332* NAVD 88     -       198.99   (meters)     652.9    (feet)  GPS OBS   
 AJ5332  ___________________________________________________________________
 AJ5332  X           -     852,752.049 (meters)                     COMP
 AJ5332  Y           -  -5,177,314.705 (meters)                     COMP
 AJ5332  Z           -   3,614,273.553 (meters)                     COMP
 AJ5332  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ5332  ELLIP HEIGHT-         168.61  (meters)          (03/13/03) GPS OBS
 AJ5332  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AJ5332
 AJ5332  HORZ ORDER  -  FIRST
 AJ5332  ELLP ORDER  -  FOURTH    CLASS II
 AJ5332
 AJ5332.The horizontal coordinates were established by GPS observations
 AJ5332.and adjusted by the National Geodetic Survey in March 2003..
 AJ5332
 AJ5332.The orthometric height was determined by GPS observations and a
 AJ5332.high-resolution geoid model using precise GPS observation and
 AJ5332.processing techniques.
 AJ5332
 AJ5332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5332
 AJ5332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5332
 AJ5332.The ellipsoidal height was determined by GPS observations
 AJ5332.and is referenced to NAD 83.
 AJ5332
 AJ5332.The geoid height was determined by GEOID03.
 AJ5332
 AJ5332;                    North         East     Units Scale Factor Converg.
 AJ5332;SPC SC       -   322,377.854   641,941.055   MT  0.99996808   +0 11 44.9
 AJ5332;SPC SC       - 1,057,670.12  2,106,105.82   iFT  0.99996808   +0 11 44.9
 AJ5332;UTM  17      - 3,844,237.748   532,329.286   MT  0.99961288   +0 12 04.5
 AJ5332
 AJ5332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5332!SPC SC       -   0.99997353  x   0.99996808  =   0.99994161
 AJ5332!UTM  17      -   0.99997353  x   0.99961288  =   0.99958642
 AJ5332
 AJ5332|---------------------------------------------------------------------|
 AJ5332| PID    Reference Object                     Distance      Geod. Az  |
 AJ5332|                                                           dddmmss.s |
 AJ5332| AJ5333 19345 C                             318.638 METERS 23730     |
 AJ5332|---------------------------------------------------------------------|
 AJ5332
 AJ5332                          SUPERSEDED SURVEY CONTROL
 AJ5332
 AJ5332  NAD 83(1986)-  34 44 23.05234(N)    080 38 48.58870(W) AD(       ) 1
 AJ5332  NAD 83(1995)-  34 44 23.03602(N)    080 38 48.58173(W) AD(       ) 1
 AJ5332  ELLIP H (09/28/01)  168.60   (m)                       GP(       ) 4 1
 AJ5332
 AJ5332.Superseded values are not recommended for survey control.
 AJ5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5332.See file dsdata.txt to determine how the superseded data were derived.
 AJ5332
 AJ5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3232944238(NAD 83)
 AJ5332_MARKER: DD = SURVEY DISK
 AJ5332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5332_STAMPING: 19345 B 1996
 AJ5332_MARK LOGO: SCDOT 
 AJ5332_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5332+STABILITY: SURFACE MOTION
 AJ5332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5332+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1999
 AJ5332
 AJ5332  HISTORY     - Date     Condition        Report By
 AJ5332  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5332  HISTORY     - 19990920 GOOD             SCGS
 AJ5332
 AJ5332                          STATION DESCRIPTION
 AJ5332
 AJ5332'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5332'STATION IS LOCATED 7.9 MILES (12.7 KM) EAST OF LANCASTER, 14.6 MILES
 AJ5332'(23.5 KM) WEST SOUTHWEST OF PAGELAND.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ5332'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5332'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AJ5332'HIGHWAYS 522 (ROCKY RIVER ROAD) AND 9, 8.5 MILES (13.7 KM) EAST
 AJ5332'NORTHEAST OF LANCASTER, GO WEST ON HIGHWAY 9 FOR 1.15 MILES (1.85 KM)
 AJ5332'TO THE JUNCTION OF STATE ROAD 729 (HEYWARD HOUGH ROAD) LEFT, TURN LEFT
 AJ5332'ON ROAD 729 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A
 AJ5332'TELEPHONE JUNCTION BOX.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT
 AJ5332'(9.1 CM) AND 1.0 FOOT (0.3 M) BELOW THE ROAD, 19.0 FEET (5.8 M) SOUTH
 AJ5332'SOUTHEAST OF THE CENTER OF THE ROAD, 25.7 FEET (7.8 M) WEST OF THE
 AJ5332'TELEPHONE JUNCTION BOX 2/AD/35A, 108.9 FEET (33.2 M) SOUTHWEST OF A
 AJ5332'POWER LINE STUB POLE WITH A SCGS REFERENCE WASHER ATTACHED, 81.8 FEET
 AJ5332'(24.9 M) WEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 AJ5332'25.7 FEET (7.8 M) WEST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE
 AJ5332'WITH SURVEY STATION 19345 C.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5333 ***********************************************************************
 AJ5333  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5333  DESIGNATION -  19345 C
 AJ5333  PID         -  AJ5333
 AJ5333  STATE/COUNTY-  SC/LANCASTER
 AJ5333  USGS QUAD   -  ANTIOCH (1969)
 AJ5333
 AJ5333                         *CURRENT SURVEY CONTROL
 AJ5333  ___________________________________________________________________
 AJ5333* NAD 83(2001)-  34 44 17.48108(N)    080 38 59.14708(W)     ADJUSTED  
 AJ5333* NAVD 88     -       197.75   (meters)     648.8    (feet)  GPS OBS   
 AJ5333  ___________________________________________________________________
 AJ5333  X           -     852,502.539 (meters)                     COMP
 AJ5333  Y           -  -5,177,453.618 (meters)                     COMP
 AJ5333  Z           -   3,614,132.183 (meters)                     COMP
 AJ5333  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AJ5333  ELLIP HEIGHT-         167.37  (meters)          (03/13/03) GPS OBS
 AJ5333  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AJ5333
 AJ5333  HORZ ORDER  -  FIRST
 AJ5333  ELLP ORDER  -  FOURTH    CLASS II
 AJ5333
 AJ5333.The horizontal coordinates were established by GPS observations
 AJ5333.and adjusted by the National Geodetic Survey in March 2003..
 AJ5333
 AJ5333.The orthometric height was determined by GPS observations and a
 AJ5333.high-resolution geoid model using precise GPS observation and
 AJ5333.processing techniques.
 AJ5333
 AJ5333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5333
 AJ5333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5333
 AJ5333.The ellipsoidal height was determined by GPS observations
 AJ5333.and is referenced to NAD 83.
 AJ5333
 AJ5333.The geoid height was determined by GEOID03.
 AJ5333
 AJ5333;                    North         East     Units Scale Factor Converg.
 AJ5333;SPC SC       -   322,205.776   641,672.889   MT  0.99996757   +0 11 39.0
 AJ5333;SPC SC       - 1,057,105.56  2,105,226.01   iFT  0.99996757   +0 11 39.0
 AJ5333;UTM  17      - 3,844,065.706   532,061.231   MT  0.99961267   +0 11 58.5
 AJ5333
 AJ5333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5333!SPC SC       -   0.99997373  x   0.99996757  =   0.99994130
 AJ5333!UTM  17      -   0.99997373  x   0.99961267  =   0.99958641
 AJ5333
 AJ5333|---------------------------------------------------------------------|
 AJ5333| PID    Reference Object                     Distance      Geod. Az  |
 AJ5333|                                                           dddmmss.s |
 AJ5333| AJ5332 19345 B                             318.638 METERS 05730     |
 AJ5333|---------------------------------------------------------------------|
 AJ5333
 AJ5333                          SUPERSEDED SURVEY CONTROL
 AJ5333
 AJ5333  NAD 83(1986)-  34 44 17.49770(N)    080 38 59.15388(W) AD(       ) 1
 AJ5333  NAD 83(1995)-  34 44 17.48136(N)    080 38 59.14694(W) AD(       ) 1
 AJ5333  ELLIP H (09/28/01)  167.36   (m)                       GP(       ) 4 1
 AJ5333
 AJ5333.Superseded values are not recommended for survey control.
 AJ5333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5333.See file dsdata.txt to determine how the superseded data were derived.
 AJ5333
 AJ5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3206144066(NAD 83)
 AJ5333_MARKER: DD = SURVEY DISK
 AJ5333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5333_STAMPING: 19345 C 1996
 AJ5333_MARK LOGO: SCDOT 
 AJ5333_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5333+STABILITY: SURFACE MOTION
 AJ5333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5333+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1999
 AJ5333
 AJ5333  HISTORY     - Date     Condition        Report By
 AJ5333  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5333  HISTORY     - 19990920 GOOD             SCGS
 AJ5333
 AJ5333                          STATION DESCRIPTION
 AJ5333
 AJ5333'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5333'STATION IS LOCATED 7.7 MILES (12.4 KM) EAST OF LANCASTER, 14.9 MILES
 AJ5333'(24.0 KM) WEST SOUTHWEST OF PAGELAND.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ5333'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5333'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AJ5333'HIGHWAYS 522 AND 9, 8.5 MILES (13.7 KM) EAST NORTHEAST OF LANCASTER,
 AJ5333'GO WEST ON HIGHWAY 9 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE
 AJ5333'ROAD 729 (HEYWARD HOUGH ROAD) LEFT, TURN LEFT ON ROAD 729 FOR 0.3 MILE
 AJ5333'(0.5 KM) TO THE STATION ON THE LEFT NEAR THE SIDEWALK TO THE HOPEWELL
 AJ5333'UNITED METHODIST CHURCH.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT
 AJ5333'(9.1 CM) AND LEVEL WITH THE ROAD, 20.1 FEET (6.1 M) SOUTH SOUTHEAST OF
 AJ5333'THE CENTER OF THE ROAD, 11.7 FEET (3.6 M) WEST OF THE NORTHERN MOST
 AJ5333'SIGN POST FOR THE CHURCH, 3.0 FEET (0.9 M) SOUTHWEST OF THE SOUTHWEST
 AJ5333'EDGE OF THE CONCRETE SIDEWALK, 131.7 FEET (40.1 M) WEST SOUTHWEST OF A
 AJ5333'POWER POLE WITH TRANSFORMER, 77.7 FEET (23.7 M) NORTH OF THE NORTHWEST
 AJ5333'CORNER OF THE CHURCH.  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 AJ5333'STATION 19345 B.  RECOVERED BY D.L. BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5334 ***********************************************************************
 AJ5334  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5334  DESIGNATION -  19345 D
 AJ5334  PID         -  AJ5334
 AJ5334  STATE/COUNTY-  SC/LANCASTER
 AJ5334  USGS QUAD   -  ANTIOCH (1969)
 AJ5334
 AJ5334                         *CURRENT SURVEY CONTROL
 AJ5334  ___________________________________________________________________
 AJ5334* NAD 83(2001)-  34 44 24.80321(N)    080 41 03.82204(W)     ADJUSTED  
 AJ5334* NAVD 88     -       165.93   (meters)     544.4    (feet)  GPS OBS   
 AJ5334  ___________________________________________________________________
 AJ5334  X           -     849,347.874 (meters)                     COMP
 AJ5334  Y           -  -5,177,815.289 (meters)                     COMP
 AJ5334  Z           -   3,614,299.483 (meters)                     COMP
 AJ5334  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AJ5334  ELLIP HEIGHT-         135.57  (meters)          (03/13/03) GPS OBS
 AJ5334  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AJ5334
 AJ5334  HORZ ORDER  -  FIRST
 AJ5334  ELLP ORDER  -  FOURTH    CLASS II
 AJ5334
 AJ5334.The horizontal coordinates were established by GPS observations
 AJ5334.and adjusted by the National Geodetic Survey in March 2003..
 AJ5334
 AJ5334.The orthometric height was determined by GPS observations and a
 AJ5334.high-resolution geoid model using precise GPS observation and
 AJ5334.processing techniques.
 AJ5334
 AJ5334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5334
 AJ5334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5334
 AJ5334.The ellipsoidal height was determined by GPS observations
 AJ5334.and is referenced to NAD 83.
 AJ5334
 AJ5334.The geoid height was determined by GEOID03.
 AJ5334
 AJ5334;                    North         East     Units Scale Factor Converg.
 AJ5334;SPC SC       -   322,421.187   638,500.797   MT  0.99996824   +0 10 29.9
 AJ5334;SPC SC       - 1,057,812.29  2,094,818.89   iFT  0.99996824   +0 10 29.9
 AJ5334;UTM  17      - 3,844,280.755   528,890.251   MT  0.99961029   +0 10 47.5
 AJ5334
 AJ5334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5334!SPC SC       -   0.99997872  x   0.99996824  =   0.99994696
 AJ5334!UTM  17      -   0.99997872  x   0.99961029  =   0.99958902
 AJ5334
 AJ5334:                Primary Azimuth Mark                     Grid Az
 AJ5334:SPC SC       -  19345 E                                  217 52 43.7
 AJ5334:UTM  17      -  19345 E                                  217 52 26.1
 AJ5334
 AJ5334|---------------------------------------------------------------------|
 AJ5334| PID    Reference Object                     Distance      Geod. Az  |
 AJ5334|                                                           dddmmss.s |
 AJ5334| AJ5335 19345 E                             APPROX. 1.2 KM 2180313.6 |
 AJ5334|---------------------------------------------------------------------|
 AJ5334
 AJ5334                          SUPERSEDED SURVEY CONTROL
 AJ5334
 AJ5334  NAD 83(1986)-  34 44 24.82024(N)    080 41 03.82948(W) AD(       ) 1
 AJ5334  NAD 83(1995)-  34 44 24.80351(N)    080 41 03.82184(W) AD(       ) 1
 AJ5334  ELLIP H (09/28/01)  135.56   (m)                       GP(       ) 4 1
 AJ5334
 AJ5334.Superseded values are not recommended for survey control.
 AJ5334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5334.See file dsdata.txt to determine how the superseded data were derived.
 AJ5334
 AJ5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2889044281(NAD 83)
 AJ5334_MARKER: DD = SURVEY DISK
 AJ5334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5334_STAMPING: 19345 D 1996
 AJ5334_MARK LOGO: SCDOT 
 AJ5334_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5334+STABILITY: SURFACE MOTION
 AJ5334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5334+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1999
 AJ5334
 AJ5334  HISTORY     - Date     Condition        Report By
 AJ5334  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5334  HISTORY     - 19990921 GOOD             SCGS
 AJ5334
 AJ5334                          STATION DESCRIPTION
 AJ5334
 AJ5334'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5334'STATION IS LOCATED 5.2 MILES (8.4 KM) EAST NORTHEAST OF LANCASTER,
 AJ5334'16.8 MILES (27.0 KM) WEST SOUTHWEST OF PAGELAND, OWNERSHIP--SCDOT,
 AJ5334'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5334'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AJ5334'HIGHWAYS 522 AND 9, 8.5 MILES (13.7 KM) EAST NORTHEAST OF LANCASTER,
 AJ5334'GO WEST ON HIGHWAY 9 FOR 3.3 MILES (5.3 KM) TO THE JUNCTION OF STATE
 AJ5334'ROAD 180 (HERSHEL PLYER ROAD) RIGHT, TURN RIGHT ON ROAD 180 FOR 0.2
 AJ5334'MILE (0.3 KM) TO THE STATION ON THE LEFT NEAR A BARBED WIRE FENCE
 AJ5334'LINE.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL
 AJ5334'WITH THE ROAD, 15.9 FEET (4.8 M) WEST OF THE CENTER OF THE ROAD, 9.5
 AJ5334'FEET (2.9 M) EAST OF THE FENCE LINE, 39.6 FEET (12.1 M) SOUTHWEST OF A
 AJ5334'0.8-FOOT CEDAR TREE WITH A SCGS REFERENCE WASHER ATTACHED, 11.1 FEET
 AJ5334'(3.4 M) SOUTHEAST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5335 ***********************************************************************
 AJ5335  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5335  DESIGNATION -  19345 E
 AJ5335  PID         -  AJ5335
 AJ5335  STATE/COUNTY-  SC/LANCASTER
 AJ5335  USGS QUAD   -  ANTIOCH (1969)
 AJ5335
 AJ5335                         *CURRENT SURVEY CONTROL
 AJ5335  ___________________________________________________________________
 AJ5335* NAD 83(2001)-  34 43 53.32096(N)    080 41 33.67221(W)     ADJUSTED  
 AJ5335* NAVD 88     -       179.74   (meters)     589.7    (feet)  GPS OBS   
 AJ5335  ___________________________________________________________________
 AJ5335  X           -     848,689.782 (meters)                     COMP
 AJ5335  Y           -  -5,178,494.865 (meters)                     COMP
 AJ5335  Z           -   3,613,510.084 (meters)                     COMP
 AJ5335  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AJ5335  ELLIP HEIGHT-         149.38  (meters)          (03/13/03) GPS OBS
 AJ5335  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AJ5335
 AJ5335  HORZ ORDER  -  FIRST
 AJ5335  ELLP ORDER  -  FOURTH    CLASS II
 AJ5335
 AJ5335.The horizontal coordinates were established by GPS observations
 AJ5335.and adjusted by the National Geodetic Survey in March 2003..
 AJ5335
 AJ5335.The orthometric height was determined by GPS observations and a
 AJ5335.high-resolution geoid model using precise GPS observation and
 AJ5335.processing techniques.
 AJ5335
 AJ5335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5335
 AJ5335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5335
 AJ5335.The ellipsoidal height was determined by GPS observations
 AJ5335.and is referenced to NAD 83.
 AJ5335
 AJ5335.The geoid height was determined by GEOID03.
 AJ5335
 AJ5335;                    North         East     Units Scale Factor Converg.
 AJ5335;SPC SC       -   321,448.794   637,744.389   MT  0.99996539   +0 10 13.3
 AJ5335;SPC SC       - 1,054,622.03  2,092,337.23   iFT  0.99996539   +0 10 13.3
 AJ5335;UTM  17      - 3,843,308.646   528,134.194   MT  0.99960976   +0 10 30.3
 AJ5335
 AJ5335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5335!SPC SC       -   0.99997655  x   0.99996539  =   0.99994194
 AJ5335!UTM  17      -   0.99997655  x   0.99960976  =   0.99958632
 AJ5335
 AJ5335:                Primary Azimuth Mark                     Grid Az
 AJ5335:SPC SC       -  19345 D                                  037 52 43.3
 AJ5335:UTM  17      -  19345 D                                  037 52 26.3
 AJ5335
 AJ5335|---------------------------------------------------------------------|
 AJ5335| PID    Reference Object                     Distance      Geod. Az  |
 AJ5335|                                                           dddmmss.s |
 AJ5335| AJ5334 19345 D                             APPROX. 1.2 KM 0380256.6 |
 AJ5335| AJ5336 19345 F                             APPROX. 0.6 KM 1670223.0 |
 AJ5335|---------------------------------------------------------------------|
 AJ5335
 AJ5335                          SUPERSEDED SURVEY CONTROL
 AJ5335
 AJ5335  NAD 83(1986)-  34 43 53.33792(N)    080 41 33.67934(W) AD(       ) 1
 AJ5335  NAD 83(1995)-  34 43 53.32122(N)    080 41 33.67203(W) AD(       ) 1
 AJ5335  ELLIP H (09/28/01)  149.37   (m)                       GP(       ) 4 1
 AJ5335
 AJ5335.Superseded values are not recommended for survey control.
 AJ5335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5335.See file dsdata.txt to determine how the superseded data were derived.
 AJ5335
 AJ5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2813443309(NAD 83)
 AJ5335_MARKER: DD = SURVEY DISK
 AJ5335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5335_STAMPING: 19345 E 1996
 AJ5335_MARK LOGO: SCDOT 
 AJ5335_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5335+STABILITY: SURFACE MOTION
 AJ5335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5335+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 AJ5335
 AJ5335  HISTORY     - Date     Condition        Report By
 AJ5335  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5335  HISTORY     - 19990921 GOOD             SCGS
 AJ5335  HISTORY     - 20060223 GOOD             NEWBY
 AJ5335
 AJ5335                          STATION DESCRIPTION
 AJ5335
 AJ5335'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5335'STATION IS LOCATED 4.7 MILES (7.6 KM) EAST OF LANCASTER, 17.3 MILES
 AJ5335'(27.8 KM) WEST SOUTHWEST OF PAGELAND.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ5335'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5335'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AJ5335'HIGHWAYS 522 (ROCKY RIVER ROAD) AND 9, 8.5 MILES (13.7 KM) EAST
 AJ5335'NORTHEAST OF LANCASTER, GO WEST ON HIGHWAY 9 FOR 4.0 MILES (6.4 KM) TO
 AJ5335'THE JUNCTION OF STATE ROAD 36 (SOUTH POTTER ROAD) , TURN LEFT ON ROAD
 AJ5335'36 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER
 AJ5335'POLE IN FRONT OF THE PLEASANT DALE BAPTIST CHURCH.  STATION IS A
 AJ5335'CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 1.0 FOOT (0.3 M) BELOW
 AJ5335'THE ROAD, 23.5 FEET (7.2 M) EAST OF THE CENTER OF THE ROAD, 3.7 FEET
 AJ5335'(1.1 M) SOUTH OF A POWER POLE WITH A SECURITY LIGHT AND A SCGS
 AJ5335'REFERENCE WASHER ATTACHED, 58.2 FEET (17.7 M) NORTH OF THE WEST END OF
 AJ5335'A 4-FOOT BRICK SIGN FOR THE CHURCH, 51.2 FEET (15.6 M) WEST NORTHWEST
 AJ5335'OF THE NORTHWEST CORNER OF THE CHURCH, 6.2 FEET (1.9 M) SOUTHEAST OF
 AJ5335'THE NORTH END OF A 1.5-FOOT CONCRETE CURB SECTION. NOTE-STATION IS
 AJ5335'INTERVISIBLE WITH SURVEY STATION 19345 F.  RECOVERED BY D.L.
 AJ5335'BRECHLIN.
 AJ5335
 AJ5335                          STATION RECOVERY (2006)
 AJ5335
 AJ5335'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2006 (RDP)
 AJ5335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5336 ***********************************************************************
 AJ5336  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5336  DESIGNATION -  19345 F
 AJ5336  PID         -  AJ5336
 AJ5336  STATE/COUNTY-  SC/LANCASTER
 AJ5336  USGS QUAD   -  ANTIOCH (1969)
 AJ5336
 AJ5336                         *CURRENT SURVEY CONTROL
 AJ5336  ___________________________________________________________________
 AJ5336* NAD 83(2001)-  34 43 35.88186(N)    080 41 28.81115(W)     ADJUSTED  
 AJ5336* NAVD 88     -       188.93   (meters)     619.8    (feet)  GPS OBS   
 AJ5336  ___________________________________________________________________
 AJ5336  X           -     848,862.566 (meters)                     COMP
 AJ5336  Y           -  -5,178,784.435 (meters)                     COMP
 AJ5336  Z           -   3,613,073.643 (meters)                     COMP
 AJ5336  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AJ5336  ELLIP HEIGHT-         158.56  (meters)          (03/13/03) GPS OBS
 AJ5336  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AJ5336
 AJ5336  HORZ ORDER  -  FIRST
 AJ5336  ELLP ORDER  -  FOURTH    CLASS II
 AJ5336
 AJ5336.The horizontal coordinates were established by GPS observations
 AJ5336.and adjusted by the National Geodetic Survey in March 2003..
 AJ5336
 AJ5336.The orthometric height was determined by GPS observations and a
 AJ5336.high-resolution geoid model using precise GPS observation and
 AJ5336.processing techniques.
 AJ5336
 AJ5336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5336
 AJ5336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5336
 AJ5336.The ellipsoidal height was determined by GPS observations
 AJ5336.and is referenced to NAD 83.
 AJ5336
 AJ5336.The geoid height was determined by GEOID03.
 AJ5336
 AJ5336;                    North         East     Units Scale Factor Converg.
 AJ5336;SPC SC       -   320,911.790   637,869.657   MT  0.99996383   +0 10 16.0
 AJ5336;SPC SC       - 1,052,860.20  2,092,748.22   iFT  0.99996383   +0 10 16.0
 AJ5336;UTM  17      - 3,842,771.843   528,259.461   MT  0.99960984   +0 10 33.0
 AJ5336
 AJ5336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5336!SPC SC       -   0.99997511  x   0.99996383  =   0.99993894
 AJ5336!UTM  17      -   0.99997511  x   0.99960984  =   0.99958496
 AJ5336
 AJ5336:                Primary Azimuth Mark                     Grid Az
 AJ5336:SPC SC       -  19345 G                                  265 13 42.9
 AJ5336:UTM  17      -  19345 G                                  265 13 25.9
 AJ5336
 AJ5336|---------------------------------------------------------------------|
 AJ5336| PID    Reference Object                     Distance      Geod. Az  |
 AJ5336|                                                           dddmmss.s |
 AJ5336| AJ5337 19345 G                             APPROX. 1.3 KM 2652358.9 |
 AJ5336| AJ5335 19345 E                             APPROX. 0.6 KM 3470225.8 |
 AJ5336|---------------------------------------------------------------------|
 AJ5336
 AJ5336                          SUPERSEDED SURVEY CONTROL
 AJ5336
 AJ5336  NAD 83(1986)-  34 43 35.89874(N)    080 41 28.81802(W) AD(       ) 1
 AJ5336  NAD 83(1995)-  34 43 35.88211(N)    080 41 28.81098(W) AD(       ) 1
 AJ5336  ELLIP H (09/28/01)  158.55   (m)                       GP(       ) 4 1
 AJ5336
 AJ5336.Superseded values are not recommended for survey control.
 AJ5336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5336.See file dsdata.txt to determine how the superseded data were derived.
 AJ5336
 AJ5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2825942772(NAD 83)
 AJ5336_MARKER: DD = SURVEY DISK
 AJ5336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5336_STAMPING: 19345 F 1996
 AJ5336_MARK LOGO: SCDOT 
 AJ5336_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5336+STABILITY: SURFACE MOTION
 AJ5336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5336+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1999
 AJ5336
 AJ5336  HISTORY     - Date     Condition        Report By
 AJ5336  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5336  HISTORY     - 19990921 GOOD             SCGS
 AJ5336
 AJ5336                          STATION DESCRIPTION
 AJ5336
 AJ5336'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5336'STATION IS LOCATED 4.7 MILES (7.6 KM) EAST OF LANCASTER, 9.4 MILES
 AJ5336'(15.1 KM) NORTH OF HEATH SPRINGS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ5336'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5336'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AJ5336'HIGHWAYS 522 (ROCKY RIVER ROAD) AND 9, 8.5 MILES (13.7 KM) EAST
 AJ5336'NORTHEAST OF LANCASTER, GO WEST ON HIGHWAY 9 FOR 4.0 MILES (6.4 KM) TO
 AJ5336'THE JUNCTION OF STATE ROAD 36 (SOUTH POTTER ROAD) , TURN LEFT ON ROAD
 AJ5336'36 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 AJ5336'POLE.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL
 AJ5336'WITH THE ROAD, 38.7 FEET (11.8 M) WEST SOUTHWEST OF THE CENTER OF THE
 AJ5336'ROAD, 47.8 FEET (14.6 M) EAST SOUTHEAST OF A SATELLITE DISH CENTER
 AJ5336'POLE, 9.2 FEET (2.8 M) NORTH NORTHWEST OF A POWER POLE WITH A
 AJ5336'TRANSFORMER, 9.7 FEET (3.0 M) NORTH NORTHWEST OF A TELEPHONE JUNCTION
 AJ5336'BOX 10/A/58/A, 76.6 FEET (23.3 M) SOUTHEAST OF A POWER POLE FOR A
 AJ5336'VINYL-SIDED HOUSE NUMBER 262, 8.8 FEET (2.7 M) NORTH NORTHWEST OF A
 AJ5336'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 19345
 AJ5336'E.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5337 ***********************************************************************
 AJ5337  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5337  DESIGNATION -  19345 G
 AJ5337  PID         -  AJ5337
 AJ5337  STATE/COUNTY-  SC/LANCASTER
 AJ5337  USGS QUAD   -  ANTIOCH (1969)
 AJ5337
 AJ5337                         *CURRENT SURVEY CONTROL
 AJ5337  ___________________________________________________________________
 AJ5337* NAD 83(2001)-  34 43 32.53976(N)    080 42 19.07560(W)     ADJUSTED  
 AJ5337* NAVD 88     -       184.08   (meters)     603.9    (feet)  GPS OBS   
 AJ5337  ___________________________________________________________________
 AJ5337  X           -     847,609.360 (meters)                     COMP
 AJ5337  Y           -  -5,179,045.105 (meters)                     COMP
 AJ5337  Z           -   3,612,986.234 (meters)                     COMP
 AJ5337  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AJ5337  ELLIP HEIGHT-         153.71  (meters)          (03/13/03) GPS OBS
 AJ5337  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AJ5337
 AJ5337  HORZ ORDER  -  FIRST
 AJ5337  ELLP ORDER  -  FOURTH    CLASS II
 AJ5337
 AJ5337.The horizontal coordinates were established by GPS observations
 AJ5337.and adjusted by the National Geodetic Survey in March 2003..
 AJ5337
 AJ5337.The orthometric height was determined by GPS observations and a
 AJ5337.high-resolution geoid model using precise GPS observation and
 AJ5337.processing techniques.
 AJ5337
 AJ5337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5337
 AJ5337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5337
 AJ5337.The ellipsoidal height was determined by GPS observations
 AJ5337.and is referenced to NAD 83.
 AJ5337
 AJ5337.The geoid height was determined by GEOID03.
 AJ5337
 AJ5337;                    North         East     Units Scale Factor Converg.
 AJ5337;SPC SC       -   320,805.073   636,591.180   MT  0.99996353   +0 09 48.2
 AJ5337;SPC SC       - 1,052,510.08  2,088,553.74   iFT  0.99996353   +0 09 48.2
 AJ5337;UTM  17      - 3,842,665.062   526,981.447   MT  0.99960897   +0 10 04.4
 AJ5337
 AJ5337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5337!SPC SC       -   0.99997587  x   0.99996353  =   0.99993940
 AJ5337!UTM  17      -   0.99997587  x   0.99960897  =   0.99958485
 AJ5337
 AJ5337:                Primary Azimuth Mark                     Grid Az
 AJ5337:SPC SC       -  19345 F                                  085 13 42.1
 AJ5337:UTM  17      -  19345 F                                  085 13 25.9
 AJ5337
 AJ5337|---------------------------------------------------------------------|
 AJ5337| PID    Reference Object                     Distance      Geod. Az  |
 AJ5337|                                                           dddmmss.s |
 AJ5337| AJ5336 19345 F                             APPROX. 1.3 KM 0852330.3 |
 AJ5337| AJ5338 19345 H                             APPROX. 1.5 KM 2502905.7 |
 AJ5337|---------------------------------------------------------------------|
 AJ5337
 AJ5337                          SUPERSEDED SURVEY CONTROL
 AJ5337
 AJ5337  NAD 83(1986)-  34 43 32.55664(N)    080 42 19.08245(W) AD(       ) 1
 AJ5337  NAD 83(1995)-  34 43 32.54000(N)    080 42 19.07542(W) AD(       ) 1
 AJ5337  ELLIP H (09/28/01)  153.70   (m)                       GP(       ) 4 1
 AJ5337
 AJ5337.Superseded values are not recommended for survey control.
 AJ5337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5337.See file dsdata.txt to determine how the superseded data were derived.
 AJ5337
 AJ5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2698142665(NAD 83)
 AJ5337_MARKER: DD = SURVEY DISK
 AJ5337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5337_STAMPING: 19345 G 1996
 AJ5337_MARK LOGO: SCDOT 
 AJ5337_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5337+STABILITY: SURFACE MOTION
 AJ5337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5337+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1999
 AJ5337
 AJ5337  HISTORY     - Date     Condition        Report By
 AJ5337  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5337  HISTORY     - 19990921 GOOD             SCGS
 AJ5337
 AJ5337                          STATION DESCRIPTION
 AJ5337
 AJ5337'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5337'STATION IS LOCATED 4.0 MILES (6.4 KM) EAST OF LANCASTER, 9.5 MILES
 AJ5337'(15.3 KM) NORTH OF HEATH SPRINGS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ5337'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5337'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AJ5337'HIGHWAYS 522 (ROCKY RIVER ROAD) AND 9, 8.5 MILES (13.7 KM) EAST
 AJ5337'NORTHEAST OF LANCASTER, GO WEST ON HIGHWAY 9 FOR 4.85 MILES (7.81 KM)
 AJ5337'TO THE JUNCTION OF STATE ROAD 306 (HOLIDAY ROAD LEFT AND CATOE ROAD
 AJ5337'RIGHT) , CONTINUE ON HIGHWAY 9 FOR 0.05 MILE (0.08 KM) TO THE STATION
 AJ5337'ON THE LEFT NEAR A POWER POLE ATOP A CUT-BANK.  STATION IS A CONCRETE
 AJ5337'POST RECESSED 0.2 FOOT (6.1 CM) AND 10.0 FEET (3.0 M) ABOVE THE ROAD,
 AJ5337'60.4 FEET (18.4 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 9.5 FEET
 AJ5337'(2.9 M) NORTHEAST OF A BARBED WIRE FENCE POST WITH A SCGS REFERENCE
 AJ5337'WASHER ATTACHED, 10.2 FEET (3.1 M) EAST OF A BARBED WIRE FENCE POST
 AJ5337'WITH A SCGS REFERENCE WASHER ATTACHED, 10.3 FEET (3.1 M) EAST OF A
 AJ5337'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 2.3 FEET (0.7 M)
 AJ5337'NORTH NORTHWEST OF A WITNESS POST.  RECOVERED BY D.L. BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5338 ***********************************************************************
 AJ5338  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5338  DESIGNATION -  19345 H
 AJ5338  PID         -  AJ5338
 AJ5338  STATE/COUNTY-  SC/LANCASTER
 AJ5338  USGS QUAD   -  ANTIOCH (1969)
 AJ5338
 AJ5338                         *CURRENT SURVEY CONTROL
 AJ5338  ___________________________________________________________________
 AJ5338* NAD 83(2001)-  34 43 16.19259(N)    080 43 14.92605(W)     ADJUSTED  
 AJ5338* NAVD 88     -       176.22   (meters)     578.1    (feet)  GPS OBS   
 AJ5338  ___________________________________________________________________
 AJ5338  X           -     846,252.222 (meters)                     COMP
 AJ5338  Y           -  -5,179,551.232 (meters)                     COMP
 AJ5338  Z           -   3,612,567.708 (meters)                     COMP
 AJ5338  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AJ5338  ELLIP HEIGHT-         145.84  (meters)          (03/13/03) GPS OBS
 AJ5338  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AJ5338
 AJ5338  HORZ ORDER  -  FIRST
 AJ5338  ELLP ORDER  -  FOURTH    CLASS II
 AJ5338
 AJ5338.The horizontal coordinates were established by GPS observations
 AJ5338.and adjusted by the National Geodetic Survey in March 2003..
 AJ5338
 AJ5338.The orthometric height was determined by GPS observations and a
 AJ5338.high-resolution geoid model using precise GPS observation and
 AJ5338.processing techniques.
 AJ5338
 AJ5338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5338
 AJ5338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5338
 AJ5338.The ellipsoidal height was determined by GPS observations
 AJ5338.and is referenced to NAD 83.
 AJ5338
 AJ5338.The geoid height was determined by GEOID03.
 AJ5338
 AJ5338;                    North         East     Units Scale Factor Converg.
 AJ5338;SPC SC       -   320,297.404   635,171.643   MT  0.99996207   +0 09 17.2
 AJ5338;SPC SC       - 1,050,844.50  2,083,896.47   iFT  0.99996207   +0 09 17.2
 AJ5338;UTM  17      - 3,842,157.464   525,562.451   MT  0.99960805   +0 09 32.5
 AJ5338
 AJ5338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5338!SPC SC       -   0.99997711  x   0.99996207  =   0.99993918
 AJ5338!UTM  17      -   0.99997711  x   0.99960805  =   0.99958517
 AJ5338
 AJ5338:                Primary Azimuth Mark                     Grid Az
 AJ5338:SPC SC       -  19345 G                                  070 19 16.7
 AJ5338:UTM  17      -  19345 G                                  070 19 01.4
 AJ5338
 AJ5338|---------------------------------------------------------------------|
 AJ5338| PID    Reference Object                     Distance      Geod. Az  |
 AJ5338|                                                           dddmmss.s |
 AJ5338| AJ5337 19345 G                             APPROX. 1.5 KM 0702833.9 |
 AJ5338| AJ5339 19345 I                             311.687 METERS 30847     |
 AJ5338|---------------------------------------------------------------------|
 AJ5338
 AJ5338                          SUPERSEDED SURVEY CONTROL
 AJ5338
 AJ5338  NAD 83(1986)-  34 43 16.20947(N)    080 43 14.93286(W) AD(       ) 1
 AJ5338  NAD 83(1995)-  34 43 16.19283(N)    080 43 14.92586(W) AD(       ) 1
 AJ5338  ELLIP H (09/28/01)  145.82   (m)                       GP(       ) 4 1
 AJ5338
 AJ5338.Superseded values are not recommended for survey control.
 AJ5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5338.See file dsdata.txt to determine how the superseded data were derived.
 AJ5338
 AJ5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2556242157(NAD 83)
 AJ5338_MARKER: DD = SURVEY DISK
 AJ5338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5338_STAMPING: 19345 H 1996
 AJ5338_MARK LOGO: SCDOT 
 AJ5338_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5338+STABILITY: SURFACE MOTION
 AJ5338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5338+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1999
 AJ5338
 AJ5338  HISTORY     - Date     Condition        Report By
 AJ5338  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5338  HISTORY     - 19990921 GOOD             SCGS
 AJ5338
 AJ5338                          STATION DESCRIPTION
 AJ5338
 AJ5338'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5338'STATION IS LOCATED 3.1 MILES (5.0 KM) EAST OF LANCASTER, 9.4 MILES
 AJ5338'(15.1 KM) NORTH OF HEATH SPRINGS.  OWNERSHIP--LANCASTER COUNTY,
 AJ5338'CONTACT-J.B.  KNIGHT, PUBLIC WORKS DIRECTOR, PHONE 803-283-2101.  TO
 AJ5338'REACH THE STATION FROM THE EASTERN MOST JUNCTION OVERPASS OF STATE
 AJ5338'HIGHWAY 9 AND U.S.  HIGHWAY 521 BYPASS, 1.5 MILES (2.4 KM) EAST OF
 AJ5338'LANCASTER, GO EAST ON HIGHWAY 9 FOR 1.2 MILE (1.9 KM) TO THE JUNCTION
 AJ5338'OF STATE ROAD 70 (OLD DIXIE ROAD) RIGHT, CONTINUE ON HIGHWAY 9 FOR
 AJ5338'0.35 MILE (0.56 KM) TO THE STATION ON THE RIGHT NEAR THE NORTHEAST
 AJ5338'CORNER OF THE LANCASTER EMERGENCY MEDICAL SERVICES BUILDING.  STATION
 AJ5338'IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 8.0 FEET (2.4 M)
 AJ5338'ABOVE THE ROAD, 171.9 FEET (52.4 M) SOUTHWEST OF THE CENTER OF THE
 AJ5338'ROAD, 120.0 FEET (36.6 M) SOUTH OF A POWER POLE WITH A SCGS REFERENCE
 AJ5338'WASHER ATTACHED, 75.4 FEET (23.0 M) WEST SOUTHWEST OF A 3.5-FOOT OAK
 AJ5338'TREE, 14.3 FEET (4.4 M) NORTHEAST OF THE NORTHEASTERN MOST BRICK
 AJ5338'CORNER OF THE MEDICAL CENTER.  NOTE-STATION IS INTERVISIBLE WITH
 AJ5338'SURVEY STATION 19345 I.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5339 ***********************************************************************
 AJ5339  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5339  DESIGNATION -  19345 I
 AJ5339  PID         -  AJ5339
 AJ5339  STATE/COUNTY-  SC/LANCASTER
 AJ5339  USGS QUAD   -  ANTIOCH (1969)
 AJ5339
 AJ5339                         *CURRENT SURVEY CONTROL
 AJ5339  ___________________________________________________________________
 AJ5339* NAD 83(2001)-  34 43 22.52850(N)    080 43 24.47506(W)     ADJUSTED  
 AJ5339* NAVD 88     -       173.35   (meters)     568.7    (feet)  GPS OBS   
 AJ5339  ___________________________________________________________________
 AJ5339  X           -     845,994.128 (meters)                     COMP
 AJ5339  Y           -  -5,179,478.325 (meters)                     COMP
 AJ5339  Z           -   3,612,726.558 (meters)                     COMP
 AJ5339  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AJ5339  ELLIP HEIGHT-         142.98  (meters)          (03/13/03) GPS OBS
 AJ5339  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AJ5339
 AJ5339  HORZ ORDER  -  FIRST
 AJ5339  ELLP ORDER  -  FOURTH    CLASS II
 AJ5339
 AJ5339.The horizontal coordinates were established by GPS observations
 AJ5339.and adjusted by the National Geodetic Survey in March 2003..
 AJ5339
 AJ5339.The orthometric height was determined by GPS observations and a
 AJ5339.high-resolution geoid model using precise GPS observation and
 AJ5339.processing techniques.
 AJ5339
 AJ5339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5339
 AJ5339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5339
 AJ5339.The ellipsoidal height was determined by GPS observations
 AJ5339.and is referenced to NAD 83.
 AJ5339
 AJ5339.The geoid height was determined by GEOID03.
 AJ5339
 AJ5339;                    North         East     Units Scale Factor Converg.
 AJ5339;SPC SC       -   320,491.986   634,928.170   MT  0.99996263   +0 09 11.9
 AJ5339;SPC SC       - 1,051,482.89  2,083,097.67   iFT  0.99996263   +0 09 11.9
 AJ5339;UTM  17      - 3,842,351.959   525,319.050   MT  0.99960790   +0 09 27.1
 AJ5339
 AJ5339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5339!SPC SC       -   0.99997756  x   0.99996263  =   0.99994019
 AJ5339!UTM  17      -   0.99997756  x   0.99960790  =   0.99958547
 AJ5339
 AJ5339|---------------------------------------------------------------------|
 AJ5339| PID    Reference Object                     Distance      Geod. Az  |
 AJ5339|                                                           dddmmss.s |
 AJ5339| AJ5338 19345 H                             311.687 METERS 12847     |
 AJ5339|---------------------------------------------------------------------|
 AJ5339
 AJ5339                          SUPERSEDED SURVEY CONTROL
 AJ5339
 AJ5339  NAD 83(1986)-  34 43 22.54539(N)    080 43 24.48187(W) AD(       ) 1
 AJ5339  NAD 83(1995)-  34 43 22.52874(N)    080 43 24.47486(W) AD(       ) 1
 AJ5339  ELLIP H (09/28/01)  142.96   (m)                       GP(       ) 4 1
 AJ5339
 AJ5339.Superseded values are not recommended for survey control.
 AJ5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5339.See file dsdata.txt to determine how the superseded data were derived.
 AJ5339
 AJ5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2531942352(NAD 83)
 AJ5339_MARKER: DD = SURVEY DISK
 AJ5339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5339_STAMPING: 19345 I 1996
 AJ5339_MARK LOGO: SCDOT 
 AJ5339_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5339+STABILITY: SURFACE MOTION
 AJ5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5339+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1999
 AJ5339
 AJ5339  HISTORY     - Date     Condition        Report By
 AJ5339  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5339  HISTORY     - 19990921 GOOD             SCGS
 AJ5339
 AJ5339                          STATION DESCRIPTION
 AJ5339
 AJ5339'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5339'STATION IS LOCATED 3.0 MILES (4.8 KM) EAST OF LANCASTER, 9.5 MILES
 AJ5339'(15.3 KM) NORTH OF HEATH SPRINGS.  OWNERSHIP--LANCASTER COUNTY,
 AJ5339'CONTACT-J.B.  KNIGHT, PUBLIC WORKS DIRECTOR, PHONE 803-283-2101.  TO
 AJ5339'REACH THE STATION FROM THE EASTERN MOST JUNCTION OVERPASS OF STATE
 AJ5339'HIGHWAY 9 AND U.S.  HIGHWAY 521 BYPASS, 1.5 MILES (2.4 KM) EAST OF
 AJ5339'LANCASTER, GO EAST ON HIGHWAY 9 FOR 1.2 MILE (1.9 KM) TO THE JUNCTION
 AJ5339'OF STATE ROAD 70 (OLD DIXIE ROAD) RIGHT, CONTINUE ON HIGHWAY 9 FOR 0.2
 AJ5339'MILE (0.3 KM) TO THE STATION ON THE LEFT NEAR A FLAG POLE FOR THE
 AJ5339'LANCASTER SHERIFFS DEPARTMENT AND DETENTION CENTER.  STATION IS A
 AJ5339'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 3.0 FEET (0.9 M) ABOVE
 AJ5339'THE HIGHWAY, 89.4 FEET (27.2 M) NORTHEAST OF THE CENTER OF THE
 AJ5339'HIGHWAY, 76.9 FEET (23.4 M) NORTHWEST OF A TELEPHONE JUNCTION BOX D3,
 AJ5339'78.9 FEET (24.0 M) WEST OF THE SOUTHEAST BRICK CORNER OF THE BUILDING,
 AJ5339'18.2 FEET (5.5 M) NORTH NORTHWEST OF THE FLAG POLE. NOTE-STATION IS
 AJ5339'INTERVISIBLE WITH SURVEY STATION 19345 H.  RECOVERED BY D.L.
 AJ5339'BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5340 ***********************************************************************
 AJ5340  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5340  DESIGNATION -  19345 J
 AJ5340  PID         -  AJ5340
 AJ5340  STATE/COUNTY-  SC/LANCASTER
 AJ5340  USGS QUAD   -  ANTIOCH (1969)
 AJ5340
 AJ5340                         *CURRENT SURVEY CONTROL
 AJ5340  ___________________________________________________________________
 AJ5340* NAD 83(2001)-  34 43 17.57353(N)    080 44 44.77909(W)     ADJUSTED  
 AJ5340* NAVD 88     -       155.42   (meters)     509.9    (feet)  GPS OBS   
 AJ5340  ___________________________________________________________________
 AJ5340  X           -     843,989.179 (meters)                     COMP
 AJ5340  Y           -  -5,179,878.588 (meters)                     COMP
 AJ5340  Z           -   3,612,590.838 (meters)                     COMP
 AJ5340  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AJ5340  ELLIP HEIGHT-         125.04  (meters)          (03/13/03) GPS OBS
 AJ5340  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AJ5340
 AJ5340  HORZ ORDER  -  FIRST
 AJ5340  ELLP ORDER  -  FOURTH    CLASS II
 AJ5340
 AJ5340.The horizontal coordinates were established by GPS observations
 AJ5340.and adjusted by the National Geodetic Survey in March 2003..
 AJ5340
 AJ5340.The orthometric height was determined by GPS observations and a
 AJ5340.high-resolution geoid model using precise GPS observation and
 AJ5340.processing techniques.
 AJ5340
 AJ5340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5340
 AJ5340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5340
 AJ5340.The ellipsoidal height was determined by GPS observations
 AJ5340.and is referenced to NAD 83.
 AJ5340
 AJ5340.The geoid height was determined by GEOID03.
 AJ5340
 AJ5340;                    North         East     Units Scale Factor Converg.
 AJ5340;SPC SC       -   320,334.057   632,885.453   MT  0.99996219   +0 08 27.4
 AJ5340;SPC SC       - 1,050,964.75  2,076,395.84   iFT  0.99996219   +0 08 27.4
 AJ5340;UTM  17      - 3,842,193.942   523,277.069   MT  0.99960668   +0 08 41.3
 AJ5340
 AJ5340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5340!SPC SC       -   0.99998037  x   0.99996219  =   0.99994256
 AJ5340!UTM  17      -   0.99998037  x   0.99960668  =   0.99958706
 AJ5340
 AJ5340:                Primary Azimuth Mark                     Grid Az
 AJ5340:SPC SC       -  19345 K                                  182 45 55.0
 AJ5340:UTM  17      -  19345 K                                  182 45 41.1
 AJ5340
 AJ5340|---------------------------------------------------------------------|
 AJ5340| PID    Reference Object                     Distance      Geod. Az  |
 AJ5340|                                                           dddmmss.s |
 AJ5340| AJ5341 19345 K                             APPROX. 0.6 KM 1825422.4 |
 AJ5340|---------------------------------------------------------------------|
 AJ5340
 AJ5340                          SUPERSEDED SURVEY CONTROL
 AJ5340
 AJ5340  NAD 83(1986)-  34 43 17.59044(N)    080 44 44.78590(W) AD(       ) 1
 AJ5340  NAD 83(1995)-  34 43 17.57377(N)    080 44 44.77887(W) AD(       ) 1
 AJ5340  ELLIP H (09/28/01)  125.02   (m)                       GP(       ) 4 1
 AJ5340
 AJ5340.Superseded values are not recommended for survey control.
 AJ5340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5340.See file dsdata.txt to determine how the superseded data were derived.
 AJ5340
 AJ5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2327742194(NAD 83)
 AJ5340_MARKER: DD = SURVEY DISK
 AJ5340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5340_STAMPING: 19345 J 1996
 AJ5340_MARK LOGO: SCDOT 
 AJ5340_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5340+STABILITY: SURFACE MOTION
 AJ5340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5340+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 AJ5340
 AJ5340  HISTORY     - Date     Condition        Report By
 AJ5340  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5340  HISTORY     - 19990922 GOOD             SCGS
 AJ5340  HISTORY     - 20050922 GOOD             NEWBY
 AJ5340
 AJ5340                          STATION DESCRIPTION
 AJ5340
 AJ5340'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5340'STATION IS LOCATED 1.3 MILES (2.1 KM) EAST NORTHEAST OF LANCASTER, 9.3
 AJ5340'MILES (15.0 KM) NORTHWEST OF HEATH SPRINGS.  OWNERSHIP--SCDOT,
 AJ5340'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5340'803-737-1350.  TO REACH THE STATION FROM THE EASTERN MOST JUNCTION
 AJ5340'OVERPASS OF STATE HIGHWAY 9 AND U.S.  HIGHWAY 521 BYPASS, 1.5 MILES
 AJ5340'(2.4 KM) EAST OF LANCASTER, GO SOUTH ON HIGHWAY 521 FOR 0.2 MILE (0.3
 AJ5340'KM) TO THE STATION ON THE LEFT NEAR A CONCRETE STORM DRAIN COVER IN
 AJ5340'THE GRASSY MEDIAN, OPPOSITE THE SMITH PETROLEUM COMPANY BRICK
 AJ5340'BUILDING.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND
 AJ5340'1.0 FOOT (0.3 M) ABOVE THE SOUTHBOUND LANES OF THE HIGHWAY, 35.4 FEET
 AJ5340'(10.8 M) EAST OF THE EAST EDGE OF THE NORTHBOUND TRAVEL LANE OF THE
 AJ5340'HIGHWAY, 13.2 FEET (4.0 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF
 AJ5340'THE DRAIN COVER, 225.5 FEET (68.7 M) NORTH OF THE PAVED APRON CROSSING
 AJ5340'IN THE GRASSY MEDIAN, 195.3 FEET (59.5 M) NORTH OF A WITNESS POST.
 AJ5340'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 19345 K. RECOVERED BY
 AJ5340'D.L.  BRECHLIN.
 AJ5340
 AJ5340                          STATION RECOVERY (2005)
 AJ5340
 AJ5340'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 AJ5340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5341 ***********************************************************************
 AJ5341  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5341  DESIGNATION -  19345 K
 AJ5341  PID         -  AJ5341
 AJ5341  STATE/COUNTY-  SC/LANCASTER
 AJ5341  USGS QUAD   -  ANTIOCH (1969)
 AJ5341
 AJ5341                         *CURRENT SURVEY CONTROL
 AJ5341  ___________________________________________________________________
 AJ5341* NAD 83(2001)-  34 42 57.64160(N)    080 44 46.00453(W)     ADJUSTED  
 AJ5341* NAVD 88     -       168.49   (meters)     552.8    (feet)  GPS OBS   
 AJ5341  ___________________________________________________________________
 AJ5341  X           -     844,016.387 (meters)                     COMP
 AJ5341  Y           -  -5,180,239.474 (meters)                     COMP
 AJ5341  Z           -   3,612,093.411 (meters)                     COMP
 AJ5341  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AJ5341  ELLIP HEIGHT-         138.10  (meters)          (03/13/03) GPS OBS
 AJ5341  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AJ5341
 AJ5341  HORZ ORDER  -  FIRST
 AJ5341  ELLP ORDER  -  FOURTH    CLASS II
 AJ5341
 AJ5341.The horizontal coordinates were established by GPS observations
 AJ5341.and adjusted by the National Geodetic Survey in March 2003..
 AJ5341
 AJ5341.The orthometric height was determined by GPS observations and a
 AJ5341.high-resolution geoid model using precise GPS observation and
 AJ5341.processing techniques.
 AJ5341
 AJ5341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5341
 AJ5341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5341
 AJ5341.The ellipsoidal height was determined by GPS observations
 AJ5341.and is referenced to NAD 83.
 AJ5341
 AJ5341.The geoid height was determined by GEOID03.
 AJ5341
 AJ5341;                    North         East     Units Scale Factor Converg.
 AJ5341;SPC SC       -   319,719.795   632,855.783   MT  0.99996042   +0 08 26.7
 AJ5341;SPC SC       - 1,048,949.46  2,076,298.50   iFT  0.99996042   +0 08 26.7
 AJ5341;UTM  17      - 3,841,579.896   523,247.452   MT  0.99960666   +0 08 40.5
 AJ5341
 AJ5341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5341!SPC SC       -   0.99997832  x   0.99996042  =   0.99993874
 AJ5341!UTM  17      -   0.99997832  x   0.99960666  =   0.99958499
 AJ5341
 AJ5341:                Primary Azimuth Mark                     Grid Az
 AJ5341:SPC SC       -  19345 J                                  002 45 55.0
 AJ5341:UTM  17      -  19345 J                                  002 45 41.2
 AJ5341
 AJ5341|---------------------------------------------------------------------|
 AJ5341| PID    Reference Object                     Distance      Geod. Az  |
 AJ5341|                                                           dddmmss.s |
 AJ5341| AJ5340 19345 J                             APPROX. 0.6 KM 0025421.7 |
 AJ5341|---------------------------------------------------------------------|
 AJ5341
 AJ5341                          SUPERSEDED SURVEY CONTROL
 AJ5341
 AJ5341  NAD 83(1986)-  34 42 57.65851(N)    080 44 46.01131(W) AD(       ) 1
 AJ5341  NAD 83(1995)-  34 42 57.64183(N)    080 44 46.00431(W) AD(       ) 1
 AJ5341  ELLIP H (09/28/01)  138.09   (m)                       GP(       ) 4 1
 AJ5341
 AJ5341.Superseded values are not recommended for survey control.
 AJ5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5341.See file dsdata.txt to determine how the superseded data were derived.
 AJ5341
 AJ5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2324741580(NAD 83)
 AJ5341_MARKER: DD = SURVEY DISK
 AJ5341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5341_STAMPING: 19345 K 1996
 AJ5341_MARK LOGO: SCDOT 
 AJ5341_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5341+STABILITY: SURFACE MOTION
 AJ5341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5341+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1999
 AJ5341
 AJ5341  HISTORY     - Date     Condition        Report By
 AJ5341  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5341  HISTORY     - 19990922 GOOD             SCGS
 AJ5341
 AJ5341                          STATION DESCRIPTION
 AJ5341
 AJ5341'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5341'STATION IS LOCATED 1.4 MILES) EAST SOUTHEAST OF LANCASTER, 8.9 MILES
 AJ5341'(14.3 KM) NORTHWEST OF HEATH SPRINGS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ5341'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5341'803-737-1350.  TO REACH THE STATION FROM THE EASTERN MOST JUNCTION
 AJ5341'OVERPASS OF STATE HIGHWAY 9 AND U.S.  HIGHWAY 521 BYPASS, 1.5 MILES
 AJ5341'(2.4 KM) EAST OF LANCASTER, GO SOUTH ON HIGHWAY 521 FOR 0.55 MILE
 AJ5341'(0.89 KM) TO THE STATION ON THE LEFT IN A GRASSY MEDIAN NORTH OF THE
 AJ5341'JUNCTION OVERPASS OF STATE HIGHWAY 903 AND U.S.  HIGHWAY 521 BYPASS.
 AJ5341'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 2.0 FEET
 AJ5341'(0.6 M) BELOW THE HIGHWAY, 133.2 FEET (40.6 M) NORTH OF THE CENTER OF
 AJ5341'THE JUNCTION OF HIGHWAYS 903 AND 521, 22.7 FEET (6.9 M) EAST OF THE
 AJ5341'EAST EDGE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 12.7 FEET (3.9 M)
 AJ5341'WEST OF THE WEST EDGE OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.9
 AJ5341'FEET (3.3 M) WEST NORTHWEST OF THE NORTH END THE WESTERN MOST
 AJ5341'GUARDRAIL IN THE GRASSY MEDIAN, 12.3 FEET (3.7 M) EAST NORTHEAST OF A
 AJ5341'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 19345
 AJ5341'J.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5342 ***********************************************************************
 AJ5342  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5342  DESIGNATION -  19350 A
 AJ5342  PID         -  AJ5342
 AJ5342  STATE/COUNTY-  SC/LANCASTER
 AJ5342  USGS QUAD   -  ANTIOCH (1969)
 AJ5342
 AJ5342                         *CURRENT SURVEY CONTROL
 AJ5342  ___________________________________________________________________
 AJ5342* NAD 83(2001)-  34 41 33.98763(N)    080 44 36.55629(W)     ADJUSTED  
 AJ5342* NAVD 88     -       176.40   (meters)     578.7    (feet)  GPS OBS   
 AJ5342  ___________________________________________________________________
 AJ5342  X           -     844,490.805 (meters)                     COMP
 AJ5342  Y           -  -5,181,655.803 (meters)                     COMP
 AJ5342  Z           -   3,609,978.631 (meters)                     COMP
 AJ5342  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AJ5342  ELLIP HEIGHT-         146.00  (meters)          (03/13/03) GPS OBS
 AJ5342  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AJ5342
 AJ5342  HORZ ORDER  -  FIRST
 AJ5342  ELLP ORDER  -  FOURTH    CLASS II
 AJ5342
 AJ5342.The horizontal coordinates were established by GPS observations
 AJ5342.and adjusted by the National Geodetic Survey in March 2003..
 AJ5342
 AJ5342.The orthometric height was determined by GPS observations and a
 AJ5342.high-resolution geoid model using precise GPS observation and
 AJ5342.processing techniques.
 AJ5342
 AJ5342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5342
 AJ5342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5342
 AJ5342.The ellipsoidal height was determined by GPS observations
 AJ5342.and is referenced to NAD 83.
 AJ5342
 AJ5342.The geoid height was determined by GEOID03.
 AJ5342
 AJ5342;                    North         East     Units Scale Factor Converg.
 AJ5342;SPC SC       -   317,142.684   633,102.583   MT  0.99995308   +0 08 32.0
 AJ5342;SPC SC       - 1,040,494.37  2,077,108.21   iFT  0.99995308   +0 08 32.0
 AJ5342;UTM  17      - 3,839,003.704   523,494.336   MT  0.99960680   +0 08 45.6
 AJ5342
 AJ5342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5342!SPC SC       -   0.99997708  x   0.99995308  =   0.99993016
 AJ5342!UTM  17      -   0.99997708  x   0.99960680  =   0.99958389
 AJ5342
 AJ5342|---------------------------------------------------------------------|
 AJ5342| PID    Reference Object                     Distance      Geod. Az  |
 AJ5342|                                                           dddmmss.s |
 AJ5342| AJ5343 19350 B                             357.926 METERS 13518     |
 AJ5342|---------------------------------------------------------------------|
 AJ5342
 AJ5342                          SUPERSEDED SURVEY CONTROL
 AJ5342
 AJ5342  NAD 83(1986)-  34 41 34.00463(N)    080 44 36.56286(W) AD(       ) 1
 AJ5342  NAD 83(1995)-  34 41 33.98782(N)    080 44 36.55606(W) AD(       ) 1
 AJ5342  ELLIP H (09/28/01)  146.00   (m)                       GP(       ) 4 1
 AJ5342
 AJ5342.Superseded values are not recommended for survey control.
 AJ5342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5342.See file dsdata.txt to determine how the superseded data were derived.
 AJ5342
 AJ5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2349439004(NAD 83)
 AJ5342_MARKER: DD = SURVEY DISK
 AJ5342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5342_STAMPING: 19350 A 1996
 AJ5342_MARK LOGO: SCDOT 
 AJ5342_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5342+STABILITY: SURFACE MOTION
 AJ5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5342+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 AJ5342
 AJ5342  HISTORY     - Date     Condition        Report By
 AJ5342  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5342  HISTORY     - 19990920 GOOD             SCGS
 AJ5342  HISTORY     - 20050922 GOOD             NEWBY
 AJ5342
 AJ5342                          STATION DESCRIPTION
 AJ5342
 AJ5342'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5342'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTHEAST OF LANCASTER, 1.3
 AJ5342'MILES (2.1 KM) NORTHWEST OF ELGIN.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ5342'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5342'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AJ5342'521 AND 521 BY-PASS, 2.5 MILES (4.0 KM) SOUTHEAST OF LANCASTER, GO
 AJ5342'NORTHWEST ON HIGHWAY 521 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 AJ5342'LEFT IN THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 464.  STATION IS
 AJ5342'A CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 4.0 FEET (1.2 M) ABOVE
 AJ5342'THE HIGHWAY, 52.9 FEET (16.1 M) SOUTHWEST OF THE CENTER OF THE
 AJ5342'HIGHWAY, 37.4 FEET (11.4 M) NORTHWEST OF THE CENTER OF ROAD 464, 74.5
 AJ5342'FEET (22.7 M) NORTHWEST OF A TELEPHONE JUNCTION BOX F70, 113.6 FEET
 AJ5342'(34.6 M) NORTH NORTHEAST OF A POWER POLE WITH METER BOX, 3.3 FEET (1.0
 AJ5342'M) WEST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 AJ5342'STATION 19350 B.  RECOVERED BY D.L. BRECHLIN.
 AJ5342
 AJ5342                          STATION RECOVERY (2005)
 AJ5342
 AJ5342'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 AJ5342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5343 ***********************************************************************
 AJ5343  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5343  DESIGNATION -  19350 B
 AJ5343  PID         -  AJ5343
 AJ5343  STATE/COUNTY-  SC/LANCASTER
 AJ5343  USGS QUAD   -  ANTIOCH (1969)
 AJ5343
 AJ5343                         *CURRENT SURVEY CONTROL
 AJ5343  ___________________________________________________________________
 AJ5343* NAD 83(2001)-  34 41 25.73171(N)    080 44 26.66460(W)     ADJUSTED  
 AJ5343* NAVD 88     -       176.31   (meters)     578.4    (feet)  GPS OBS   
 AJ5343  ___________________________________________________________________
 AJ5343  X           -     844,762.584 (meters)                     COMP
 AJ5343  Y           -  -5,181,758.141 (meters)                     COMP
 AJ5343  Z           -   3,609,769.393 (meters)                     COMP
 AJ5343  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AJ5343  ELLIP HEIGHT-         145.91  (meters)          (03/13/03) GPS OBS
 AJ5343  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AJ5343
 AJ5343  HORZ ORDER  -  FIRST
 AJ5343  ELLP ORDER  -  FOURTH    CLASS II
 AJ5343
 AJ5343.The horizontal coordinates were established by GPS observations
 AJ5343.and adjusted by the National Geodetic Survey in March 2003..
 AJ5343
 AJ5343.The orthometric height was determined by GPS observations and a
 AJ5343.high-resolution geoid model using precise GPS observation and
 AJ5343.processing techniques.
 AJ5343
 AJ5343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5343
 AJ5343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5343
 AJ5343.The ellipsoidal height was determined by GPS observations
 AJ5343.and is referenced to NAD 83.
 AJ5343
 AJ5343.The geoid height was determined by GEOID03.
 AJ5343
 AJ5343;                    North         East     Units Scale Factor Converg.
 AJ5343;SPC SC       -   316,888.917   633,354.974   MT  0.99995236   +0 08 37.4
 AJ5343;SPC SC       - 1,039,661.80  2,077,936.27   iFT  0.99995236   +0 08 37.4
 AJ5343;UTM  17      - 3,838,750.041   523,746.657   MT  0.99960695   +0 08 51.2
 AJ5343
 AJ5343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5343!SPC SC       -   0.99997710  x   0.99995236  =   0.99992946
 AJ5343!UTM  17      -   0.99997710  x   0.99960695  =   0.99958406
 AJ5343
 AJ5343|---------------------------------------------------------------------|
 AJ5343| PID    Reference Object                     Distance      Geod. Az  |
 AJ5343|                                                           dddmmss.s |
 AJ5343| AJ5342 19350 A                             357.926 METERS 31518     |
 AJ5343|---------------------------------------------------------------------|
 AJ5343
 AJ5343                          SUPERSEDED SURVEY CONTROL
 AJ5343
 AJ5343  NAD 83(1986)-  34 41 25.74869(N)    080 44 26.67116(W) AD(       ) 1
 AJ5343  NAD 83(1995)-  34 41 25.73189(N)    080 44 26.66438(W) AD(       ) 1
 AJ5343  ELLIP H (09/28/01)  145.90   (m)                       GP(       ) 4 1
 AJ5343
 AJ5343.Superseded values are not recommended for survey control.
 AJ5343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5343.See file dsdata.txt to determine how the superseded data were derived.
 AJ5343
 AJ5343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2374738750(NAD 83)
 AJ5343_MARKER: DD = SURVEY DISK
 AJ5343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5343_STAMPING: 19350 B 1996
 AJ5343_MARK LOGO: SCDOT 
 AJ5343_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5343+STABILITY: SURFACE MOTION
 AJ5343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5343+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1999
 AJ5343
 AJ5343  HISTORY     - Date     Condition        Report By
 AJ5343  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5343  HISTORY     - 19990920 GOOD             SCGS
 AJ5343
 AJ5343                          STATION DESCRIPTION
 AJ5343
 AJ5343'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5343'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTHEAST OF LANCASTER, 1.2
 AJ5343'MILES (1.9 KM) NORTHWEST OF ELGIN.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ5343'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5343'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AJ5343'521 AND 521 BY-PASS, 2.5 MILES (4.0 KM) SOUTHEAST OF LANCASTER, GO
 AJ5343'SOUTHEAST ON HIGHWAY 521 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF
 AJ5343'STATE ROAD 742 (FOX RUN ROAD) RIGHT, TURN RIGHT ON ROAD 742 FOR 0.05
 AJ5343'MILE (0.08 KM) THE STATION NEAR A POWER LINE STUB POLE IN THE EAST
 AJ5343'ANGLE OF THE JUNCTION OF STATE ROAD 284 (OLD CAMDEN HIGHWAY) .
 AJ5343'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.5 FEET
 AJ5343'(0.5 M) ABOVE THE ROAD, 31.3 FEET (9.5 M) SOUTHEAST OF THE CENTER OF
 AJ5343'ROAD 742, 35.4 FEET (10.8 M) NORTHEAST OF THE CENTER OF ROAD 284, 16.3
 AJ5343'FEET (5.0 M) EAST NORTHEAST OF THE POWER LINE STUB POLE WITH GUY WIRE,
 AJ5343'67.7 FEET (20.6 M) SOUTHWEST OF A POWER POLE WITH GUY WIRE, 10.6 FEET
 AJ5343'(3.2 M) EAST SOUTHEAST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE
 AJ5343'WITH SURVEY STATION 19350 A.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5344 ***********************************************************************
 AJ5344  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5344  DESIGNATION -  19350 C
 AJ5344  PID         -  AJ5344
 AJ5344  STATE/COUNTY-  SC/LANCASTER
 AJ5344  USGS QUAD   -  ANTIOCH (1969)
 AJ5344
 AJ5344                         *CURRENT SURVEY CONTROL
 AJ5344  ___________________________________________________________________
 AJ5344* NAD 83(2001)-  34 40 41.38494(N)    080 43 28.43923(W)     ADJUSTED  
 AJ5344* NAVD 88     -       179.24   (meters)     588.1    (feet)  GPS OBS   
 AJ5344  ___________________________________________________________________
 AJ5344  X           -     846,351.012 (meters)                     COMP
 AJ5344  Y           -  -5,182,289.335 (meters)                     COMP
 AJ5344  Z           -   3,608,647.311 (meters)                     COMP
 AJ5344  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AJ5344  ELLIP HEIGHT-         148.83  (meters)          (03/13/03) GPS OBS
 AJ5344  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AJ5344
 AJ5344  HORZ ORDER  -  FIRST
 AJ5344  ELLP ORDER  -  FOURTH    CLASS II
 AJ5344
 AJ5344.The horizontal coordinates were established by GPS observations
 AJ5344.and adjusted by the National Geodetic Survey in March 2003..
 AJ5344
 AJ5344.The orthometric height was determined by GPS observations and a
 AJ5344.high-resolution geoid model using precise GPS observation and
 AJ5344.processing techniques.
 AJ5344
 AJ5344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5344
 AJ5344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5344
 AJ5344.The ellipsoidal height was determined by GPS observations
 AJ5344.and is referenced to NAD 83.
 AJ5344
 AJ5344.The geoid height was determined by GEOID03.
 AJ5344
 AJ5344;                    North         East     Units Scale Factor Converg.
 AJ5344;SPC SC       -   315,526.267   634,840.547   MT  0.99994855   +0 09 09.7
 AJ5344;SPC SC       - 1,035,191.16  2,082,810.19   iFT  0.99994855   +0 09 09.7
 AJ5344;UTM  17      - 3,837,387.961   525,231.813   MT  0.99960785   +0 09 24.2
 AJ5344
 AJ5344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5344!SPC SC       -   0.99997664  x   0.99994855  =   0.99992519
 AJ5344!UTM  17      -   0.99997664  x   0.99960785  =   0.99958450
 AJ5344
 AJ5344                          SUPERSEDED SURVEY CONTROL
 AJ5344
 AJ5344  NAD 83(1986)-  34 40 41.40190(N)    080 43 28.44575(W) AD(       ) 1
 AJ5344  NAD 83(1995)-  34 40 41.38513(N)    080 43 28.43902(W) AD(       ) 1
 AJ5344  ELLIP H (09/28/01)  148.83   (m)                       GP(       ) 4 1
 AJ5344
 AJ5344.Superseded values are not recommended for survey control.
 AJ5344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5344.See file dsdata.txt to determine how the superseded data were derived.
 AJ5344
 AJ5344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2523237388(NAD 83)
 AJ5344_MARKER: DD = SURVEY DISK
 AJ5344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5344_STAMPING: 19350 C 1996
 AJ5344_MARK LOGO: SCDOT 
 AJ5344_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5344+STABILITY: SURFACE MOTION
 AJ5344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5344+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1999
 AJ5344
 AJ5344  HISTORY     - Date     Condition        Report By
 AJ5344  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5344  HISTORY     - 19990920 GOOD             SCGS
 AJ5344
 AJ5344                          STATION DESCRIPTION
 AJ5344
 AJ5344'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5344'STATION IS LOCATED 3.8 MILES (6.1 KM) SOUTHEAST OF LANCASTER, 0.6 MILE
 AJ5344'(1.0 KM) NORTHWEST OF ELGIN.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ5344'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5344'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AJ5344'521 AND 521 BY-PASS, 2.5 MILES (4.0 KM) SOUTHEAST OF LANCASTER, GO
 AJ5344'SOUTHEAST ON HIGHWAY 521 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION OF
 AJ5344'STATE ROAD 149 (TRAM ROAD) RIGHT, TURN RIGHT ON ROAD 149 FOR 0.05 MILE
 AJ5344'(0.08 KM) TO THE JUNCTION OF STATE ROAD 284 (OLD CAMDEN HIGHWAY) ,
 AJ5344'TURN RIGHT ON ROAD 284 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE
 AJ5344'RIGHT OPPOSITE OF THE PAVED DRIVEWAY TO HOUSE NUMBER 2278.  STATION IS
 AJ5344'A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM)
 AJ5344'ABOVE THE ROAD, 22.6 FEET (6.9 M) NORTHEAST OF THE CENTER OF THE ROAD,
 AJ5344'38.1 FEET (11.6 M) EAST NORTHEAST OF THE SOUTHEAST END OF A 1.5-FOOT
 AJ5344'CONCRETE PIPE CULVERT BENEATH THE PAVED DRIVEWAY TO HOUSE NUMBER 2278,
 AJ5344'49.5 FEET (15.1 M) NORTH NORTHEAST OF A POWER POLE WITH A TRANSFORMER
 AJ5344'AND GUY WIRE, 32.5 FEET (9.9 M) SOUTHWEST OF THE CENTER OF A SET OF
 AJ5344'RAILROAD TRACKS, 3.6 FEET (1.1 M) NORTHEAST OF A WITNESS POST.
 AJ5344'RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5345 ***********************************************************************
 AJ5345  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5345  DESIGNATION -  19350 D
 AJ5345  PID         -  AJ5345
 AJ5345  STATE/COUNTY-  SC/LANCASTER
 AJ5345  USGS QUAD   -  ANTIOCH (1969)
 AJ5345
 AJ5345                         *CURRENT SURVEY CONTROL
 AJ5345  ___________________________________________________________________
 AJ5345* NAD 83(2001)-  34 38 43.83090(N)    080 42 00.49144(W)     ADJUSTED  
 AJ5345* NAVD 88     -       190.55   (meters)     625.2    (feet)  GPS OBS   
 AJ5345  ___________________________________________________________________
 AJ5345  X           -     848,895.017 (meters)                     COMP
 AJ5345  Y           -  -5,183,970.343 (meters)                     COMP
 AJ5345  Z           -   3,605,674.130 (meters)                     COMP
 AJ5345  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AJ5345  ELLIP HEIGHT-         160.14  (meters)          (03/13/03) GPS OBS
 AJ5345  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AJ5345
 AJ5345  HORZ ORDER  -  FIRST
 AJ5345  ELLP ORDER  -  FOURTH    CLASS II
 AJ5345
 AJ5345.The horizontal coordinates were established by GPS observations
 AJ5345.and adjusted by the National Geodetic Survey in March 2003..
 AJ5345
 AJ5345.The orthometric height was determined by GPS observations and a
 AJ5345.high-resolution geoid model using precise GPS observation and
 AJ5345.processing techniques.
 AJ5345
 AJ5345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5345
 AJ5345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5345
 AJ5345.The ellipsoidal height was determined by GPS observations
 AJ5345.and is referenced to NAD 83.
 AJ5345
 AJ5345.The geoid height was determined by GEOID03.
 AJ5345
 AJ5345;                    North         East     Units Scale Factor Converg.
 AJ5345;SPC SC       -   311,910.277   637,089.795   MT  0.99993866   +0 09 58.5
 AJ5345;SPC SC       - 1,023,327.68  2,090,189.62   iFT  0.99993866   +0 09 58.5
 AJ5345;UTM  17      - 3,833,773.344   527,480.568   MT  0.99960931   +0 10 13.7
 AJ5345
 AJ5345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5345!SPC SC       -   0.99997486  x   0.99993866  =   0.99991352
 AJ5345!UTM  17      -   0.99997486  x   0.99960931  =   0.99958418
 AJ5345
 AJ5345:                Primary Azimuth Mark                     Grid Az
 AJ5345:SPC SC       -  19350 E                                  181 08 58.9
 AJ5345:UTM  17      -  19350 E                                  181 08 43.7
 AJ5345
 AJ5345|---------------------------------------------------------------------|
 AJ5345| PID    Reference Object                     Distance      Geod. Az  |
 AJ5345|                                                           dddmmss.s |
 AJ5345| AJ5346 19350 E                             484.307 METERS 1811857.4 |
 AJ5345|---------------------------------------------------------------------|
 AJ5345
 AJ5345                          SUPERSEDED SURVEY CONTROL
 AJ5345
 AJ5345  NAD 83(1986)-  34 38 43.84771(N)    080 42 00.49777(W) AD(       ) 1
 AJ5345  NAD 83(1995)-  34 38 43.83109(N)    080 42 00.49129(W) AD(       ) 1
 AJ5345  ELLIP H (09/28/01)  160.13   (m)                       GP(       ) 4 1
 AJ5345
 AJ5345.Superseded values are not recommended for survey control.
 AJ5345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5345.See file dsdata.txt to determine how the superseded data were derived.
 AJ5345
 AJ5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2748133773(NAD 83)
 AJ5345_MARKER: DD = SURVEY DISK
 AJ5345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5345_STAMPING: 19350 D 1996
 AJ5345_MARK LOGO: SCDOT 
 AJ5345_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5345+STABILITY: SURFACE MOTION
 AJ5345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5345+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1999
 AJ5345
 AJ5345  HISTORY     - Date     Condition        Report By
 AJ5345  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5345  HISTORY     - 19990818 GOOD             SCGS
 AJ5345
 AJ5345                          STATION DESCRIPTION
 AJ5345
 AJ5345'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5345'STATION IS LOCATED 4.25 MILES (6.84 KM) NORTH NORTHWEST OF HEATH
 AJ5345'SPRINGS, 6.5 MILES (10.5 KM) SOUTHEAST OF LANCASTER. OWNERSHIP--SCDOT,
 AJ5345'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5345'803-737-1350.  TO REACH THE STATION FROM THE NORTH FORK JUNCTION OF
 AJ5345'U.S.  HIGHWAY 521, STATE HIGHWAY 522, 2.3 MILES (3.7 KM) NORTH OF
 AJ5345'HEATH SPRINGS, GO NORTH ON HIGHWAY 521 FOR 2.0 MILES (3.2 KM) TO A
 AJ5345'PAVED ROAD LEFT (LEADING TO THE THOMAS AND BETTS STEEL FABRICATION
 AJ5345'COMPANY) , TURN LEFT ON THE PAVED ROAD FOR 0.05 MILE (0.08 KM) TO THE
 AJ5345'STATION ON THE LEFT NEAR A POWER POLE JUST BEFORE READING TWO SETS OF
 AJ5345'RAILROAD TRACKS.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1
 AJ5345'CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 42.0 FEET (12.8 M) NORTH
 AJ5345'NORTHWEST OF THE POWER POLE NUMBER 1/4/0/0/1/8/77 WITH FOUR GUY WIRES,
 AJ5345'36.7 FEET (11.2 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 66.9
 AJ5345'FEET (20.4 M) EAST NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 AJ5345'ONE OF TWO SETS OF TRACKS, 57.7 FEET (17.6 M) NORTHEAST OF RAILROAD
 AJ5345'MILE POST NUMBER 70, 0.9 FOOT (27.4 CM) NORTH NORTHWEST OF A WITNESS
 AJ5345'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 19350 E.
 AJ5345'RECOVERED BY C.J. STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5346 ***********************************************************************
 AJ5346  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5346  DESIGNATION -  19350 E
 AJ5346  PID         -  AJ5346
 AJ5346  STATE/COUNTY-  SC/LANCASTER
 AJ5346  USGS QUAD   -  ANTIOCH (1969)
 AJ5346
 AJ5346                         *CURRENT SURVEY CONTROL
 AJ5346  ___________________________________________________________________
 AJ5346* NAD 83(2001)-  34 38 28.11847(N)    080 42 00.92816(W)     ADJUSTED  
 AJ5346* NAVD 88     -       186.54   (meters)     612.0    (feet)  GPS OBS   
 AJ5346  ___________________________________________________________________
 AJ5346  X           -     848,927.986 (meters)                     COMP
 AJ5346  Y           -  -5,184,240.504 (meters)                     COMP
 AJ5346  Z           -   3,605,273.497 (meters)                     COMP
 AJ5346  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AJ5346  ELLIP HEIGHT-         156.12  (meters)          (03/13/03) GPS OBS
 AJ5346  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AJ5346
 AJ5346  HORZ ORDER  -  FIRST
 AJ5346  ELLP ORDER  -  FOURTH    CLASS II
 AJ5346
 AJ5346.The horizontal coordinates were established by GPS observations
 AJ5346.and adjusted by the National Geodetic Survey in March 2003..
 AJ5346
 AJ5346.The orthometric height was determined by GPS observations and a
 AJ5346.high-resolution geoid model using precise GPS observation and
 AJ5346.processing techniques.
 AJ5346
 AJ5346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5346
 AJ5346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5346
 AJ5346.The ellipsoidal height was determined by GPS observations
 AJ5346.and is referenced to NAD 83.
 AJ5346
 AJ5346.The geoid height was determined by GEOID03.
 AJ5346
 AJ5346;                    North         East     Units Scale Factor Converg.
 AJ5346;SPC SC       -   311,426.098   637,080.078   MT  0.99993737   +0 09 58.2
 AJ5346;SPC SC       - 1,021,739.17  2,090,157.74   iFT  0.99993737   +0 09 58.2
 AJ5346;UTM  17      - 3,833,289.323   527,470.889   MT  0.99960930   +0 10 13.4
 AJ5346
 AJ5346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5346!SPC SC       -   0.99997549  x   0.99993737  =   0.99991287
 AJ5346!UTM  17      -   0.99997549  x   0.99960930  =   0.99958480
 AJ5346
 AJ5346:                Primary Azimuth Mark                     Grid Az
 AJ5346:SPC SC       -  19350 D                                  001 08 59.0
 AJ5346:UTM  17      -  19350 D                                  001 08 43.8
 AJ5346
 AJ5346|---------------------------------------------------------------------|
 AJ5346| PID    Reference Object                     Distance      Geod. Az  |
 AJ5346|                                                           dddmmss.s |
 AJ5346| AJ5345 19350 D                             484.307 METERS 0011857.2 |
 AJ5346|---------------------------------------------------------------------|
 AJ5346
 AJ5346                          SUPERSEDED SURVEY CONTROL
 AJ5346
 AJ5346  NAD 83(1986)-  34 38 28.13526(N)    080 42 00.93446(W) AD(       ) 1
 AJ5346  NAD 83(1995)-  34 38 28.11866(N)    080 42 00.92802(W) AD(       ) 1
 AJ5346  ELLIP H (09/28/01)  156.12   (m)                       GP(       ) 4 1
 AJ5346
 AJ5346.Superseded values are not recommended for survey control.
 AJ5346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5346.See file dsdata.txt to determine how the superseded data were derived.
 AJ5346
 AJ5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2747133289(NAD 83)
 AJ5346_MARKER: DD = SURVEY DISK
 AJ5346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5346_STAMPING: 19350 E 1996
 AJ5346_MARK LOGO: SCDOT 
 AJ5346_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5346+STABILITY: SURFACE MOTION
 AJ5346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5346+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1999
 AJ5346
 AJ5346  HISTORY     - Date     Condition        Report By
 AJ5346  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5346  HISTORY     - 19990818 GOOD             SCGS
 AJ5346
 AJ5346                          STATION DESCRIPTION
 AJ5346
 AJ5346'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5346'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTH NORTHWEST OF HEATH
 AJ5346'SPRINGS, 6.9 MILES (11.1 KM) SOUTHEAST OF LANCASTER. OWNERSHIP--SCDOT,
 AJ5346'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5346'803-737-1350.  TO REACH THE STATION FROM THE NORTH FORK JUNCTION OF
 AJ5346'U.S.  HIGHWAY 521, STATE HIGHWAY 522, 2.3 MILES (3.7 KM) NORTH OF
 AJ5346'HEATH SPRINGS, GO NORTH ON HIGHWAY 521 FOR 2.0 MILES (3.2 KM) TO A
 AJ5346'PAVED ROAD LEFT (LEADING TO THE THOMAS AND BETTS STEEL FABRICATION
 AJ5346'COMPANY) , TURN LEFT ON THE PAVED ROAD FOR 0.1 MILE (0.2 KM) TO A
 AJ5346'T-JUNCTION OF STATE ROAD 284 (OLD CAMDEN HIGHWAY) , TURN LEFT ON ROAD
 AJ5346'284 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF A GRAVEL ROAD RIGHT
 AJ5346'(BATTLEMENT ROAD) , TURN RIGHT ON BATTLEMENT ROAD FOR 0.1 MILE (0.2
 AJ5346'KM) TO THE STATION ON THE RIGHT IN A GRASSY FIELD.  STATION IS A
 AJ5346'CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M) ABOVE THE
 AJ5346'ROAD, 33.7 FEET (10.3 M) NORTH NORTHWEST OF THE CENTER OF THE GRAVEL
 AJ5346'ROAD, 52.7 FEET (16.1 M) EAST NORTHEAST OF A POWER POLE WITH GUY WIRE
 AJ5346'AND A BURIED TELEPHONE CABLE WARNING SIGN, 8.1 FEET (2.5 M) NORTH OF A
 AJ5346'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 19350
 AJ5346'D.  RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5347 ***********************************************************************
 AJ5347  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5347  DESIGNATION -  19350 F
 AJ5347  PID         -  AJ5347
 AJ5347  STATE/COUNTY-  SC/LANCASTER
 AJ5347  USGS QUAD   -  HEATH SPRINGS (1968)
 AJ5347
 AJ5347                         *CURRENT SURVEY CONTROL
 AJ5347  ___________________________________________________________________
 AJ5347* NAD 83(2001)-  34 36 16.33360(N)    080 41 06.07581(W)     ADJUSTED  
 AJ5347* NAVD 88     -       218.06   (meters)     715.4    (feet)  GPS OBS   
 AJ5347  ___________________________________________________________________
 AJ5347  X           -     850,684.280 (meters)                     COMP
 AJ5347  Y           -  -5,186,317.083 (meters)                     COMP
 AJ5347  Z           -   3,601,949.511 (meters)                     COMP
 AJ5347  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AJ5347  ELLIP HEIGHT-         187.61  (meters)          (03/13/03) GPS OBS
 AJ5347  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AJ5347
 AJ5347  HORZ ORDER  -  FIRST
 AJ5347  ELLP ORDER  -  FOURTH    CLASS II
 AJ5347
 AJ5347.The horizontal coordinates were established by GPS observations
 AJ5347.and adjusted by the National Geodetic Survey in March 2003..
 AJ5347
 AJ5347.The orthometric height was determined by GPS observations and a
 AJ5347.high-resolution geoid model using precise GPS observation and
 AJ5347.processing techniques.
 AJ5347
 AJ5347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5347
 AJ5347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5347
 AJ5347.The ellipsoidal height was determined by GPS observations
 AJ5347.and is referenced to NAD 83.
 AJ5347
 AJ5347.The geoid height was determined by GEOID03.
 AJ5347
 AJ5347;                    North         East     Units Scale Factor Converg.
 AJ5347;SPC SC       -   307,369.608   638,489.341   MT  0.99992672   +0 10 28.6
 AJ5347;SPC SC       - 1,008,430.47  2,094,781.30   iFT  0.99992672   +0 10 28.6
 AJ5347;UTM  17      - 3,829,234.245   528,879.999   MT  0.99961028   +0 10 44.0
 AJ5347
 AJ5347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5347!SPC SC       -   0.99997055  x   0.99992672  =   0.99989727
 AJ5347!UTM  17      -   0.99997055  x   0.99961028  =   0.99958084
 AJ5347
 AJ5347:                Primary Azimuth Mark                     Grid Az
 AJ5347:SPC SC       -  LC 813                                   157 09 53.4
 AJ5347:UTM  17      -  LC 813                                   157 09 38.0
 AJ5347
 AJ5347|---------------------------------------------------------------------|
 AJ5347| PID    Reference Object                     Distance      Geod. Az  |
 AJ5347|                                                           dddmmss.s |
 AJ5347| AA3990 LC 813                              APPROX. 0.5 KM 1572022.0 |
 AJ5347|---------------------------------------------------------------------|
 AJ5347
 AJ5347                          SUPERSEDED SURVEY CONTROL
 AJ5347
 AJ5347  NAD 83(1986)-  34 36 16.35016(N)    080 41 06.08164(W) AD(       ) 1
 AJ5347  NAD 83(1995)-  34 36 16.33380(N)    080 41 06.07576(W) AD(       ) 1
 AJ5347  ELLIP H (09/28/01)  187.60   (m)                       GP(       ) 4 1
 AJ5347
 AJ5347.Superseded values are not recommended for survey control.
 AJ5347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5347.See file dsdata.txt to determine how the superseded data were derived.
 AJ5347
 AJ5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2888029234(NAD 83)
 AJ5347_MARKER: DD = SURVEY DISK
 AJ5347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5347_STAMPING: 19350 F 1996
 AJ5347_MARK LOGO: SCDOT 
 AJ5347_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5347+STABILITY: SURFACE MOTION
 AJ5347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5347+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 AJ5347
 AJ5347  HISTORY     - Date     Condition        Report By
 AJ5347  HISTORY     - 1996     MONUMENTED       SCDOT
 AJ5347  HISTORY     - 19990818 GOOD             SCGS
 AJ5347  HISTORY     - 20050922 GOOD             NEWBY
 AJ5347
 AJ5347                          STATION DESCRIPTION
 AJ5347
 AJ5347'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5347'STATION IS LOCATED 0.8 MILE (1.3 KM) NORTHWEST OF HEATH SPRINGS, 9.5
 AJ5347'MILES (15.3 KM) SOUTHEAST OF LANCASTER.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ5347'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ5347'803-737-1350.  TO REACH THE STATION FROM THE NORTH FORK JUNCTION OF
 AJ5347'U.S.  HIGHWAY 521 AND STATE HIGHWAY 522, 2.3 MILES (3.7 KM) NORTH OF
 AJ5347'HEATH SPRINGS, GO SOUTH ON HIGHWAY 521 FOR 0.8 MILE (1.3 KM) TO THE
 AJ5347'JUNCTION OF STATE ROAD 158 (MCILWAIN ROAD) RIGHT, CONTINUE ON HIGHWAY
 AJ5347'521 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT IN THE NORTHWEST
 AJ5347'ANGLE OF A PAVED DRIVEWAY LEADING TO HOUSE NUMBER 4784. STATION IS A
 AJ5347'CONCRETE POST RECESSED 0.4 FOOT (12.2 CM) AND 2.5 FEET (0.8 M) ABOVE
 AJ5347'THE ROAD, 28.4 FEET (8.7 M) WEST OF THE CENTER OF THE HIGHWAY, 17.4
 AJ5347'FEET (5.3 M) SOUTH OF A POWER POLE NUMBER 1386303 WITH A TRANSFORMER,
 AJ5347'19.0 FEET (5.8 M) NORTH OF THE CENTER OF THE PAVED DRIVEWAY, 84.4 FEET
 AJ5347'(25.7 M) NORTHEAST OF THE NORTHEAST COVERED PORCH CORNER OF THE HOUSE,
 AJ5347'17.5 FEET (5.3 M) SOUTH OF A WITNESS POST. RECOVERED BY D.L.
 AJ5347'BRECHLIN.
 AJ5347
 AJ5347                          STATION RECOVERY (2005)
 AJ5347
 AJ5347'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 AJ5347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5697 ***********************************************************************
 CK5697  DESIGNATION -  1960
 CK5697  PID         -  CK5697
 CK5697  STATE/COUNTY-  SC/BEAUFORT
 CK5697  USGS QUAD   -  ST HELENA SOUND (1979)
 CK5697
 CK5697                         *CURRENT SURVEY CONTROL
 CK5697  ___________________________________________________________________
 CK5697* NAD 83(2001)-  32 24 35.25599(N)    080 25 58.33694(W)     ADJUSTED  
 CK5697* NAVD 88     -         4.12   (meters)      13.5    (feet)  N HEIGHT  
 CK5697  ___________________________________________________________________
 CK5697  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CK5697  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK5697  DYNAMIC HT  -           4.12  (meters)      13.5   (feet)  COMP
 CK5697  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CK5697
 CK5697  HORZ ORDER  -  THIRD
 CK5697  VERT ORDER  -  THIRD
 CK5697
 CK5697.The horizontal coordinates were established by classical geodetic methods
 CK5697.and adjusted by the National Geodetic Survey in March 2004..
 CK5697
 CK5697.The orthometric height was determined by differential leveling
 CK5697.and adjusted by the National Geodetic Survey in April 1995..
 CK5697.The height was determined by precise leveling from only one NSRS
 CK5697.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CK5697.allowed ONLY to validate the GPS-derived height.
 CK5697
 CK5697.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5697
 CK5697.The geoid height was determined by GEOID03.
 CK5697
 CK5697.The dynamic height is computed by dividing the NAVD 88
 CK5697.geopotential number by the normal gravity value computed on the
 CK5697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5697.degrees latitude (g = 980.6199 gals.).
 CK5697
 CK5697.The modeled gravity was interpolated from observed gravity values.
 CK5697
 CK5697;                    North         East     Units Scale Factor Converg.
 CK5697;SPC SC       -    64,079.578   662,951.539   MT  1.00003299   +0 18 51.9
 CK5697;SPC SC       -   210,234.84  2,175,037.86   iFT  1.00003299   +0 18 51.9
 CK5697;UTM  17      - 3,586,001.127   553,329.080   MT  0.99963507   +0 18 14.3
 CK5697
 CK5697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5697!SPC SC       -   1.00000437  x   1.00003299  =   1.00003736
 CK5697!UTM  17      -   1.00000437  x   0.99963507  =   0.99963944
 CK5697
 CK5697                          SUPERSEDED SURVEY CONTROL
 CK5697
 CK5697  NAD 83(1986)-  32 24 35.26642(N)    080 25 58.34019(W) AD(       ) 3
 CK5697  NGVD 29 (04/23/92)    4.403  (m)           14.45   (f) ADJUSTED    3 0
 CK5697
 CK5697.Superseded values are not recommended for survey control.
 CK5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5697.See file dsdata.txt to determine how the superseded data were derived.
 CK5697
 CK5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5332986001(NAD 83)
 CK5697_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5697_SETTING: 0 = UNSPECIFIED SETTING
 CK5697_STAMPING: 1960 1988
 CK5697_MARK LOGO: SCCC  
 CK5697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5697+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5697
 CK5697  HISTORY     - Date     Condition        Report By
 CK5697  HISTORY     - 1988     MONUMENTED       SCCC
 CK5697  HISTORY     - 20060625 MARK NOT FOUND   USPSQD
 CK5697
 CK5697                          STATION DESCRIPTION
 CK5697
 CK5697'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5697'THE STATION IS LOCATED ON HARBOR ISLAND.  FROM THE HARBOR ISLAND
 CK5697'SECURITY GATE, PROCEED FOR 0.7 MILES ALONG THE ENTRANCE ROAD TO THE
 CK5697'Y-INTERSECTION, TURN LEFT AND PROCEED 0.3 MILES ALONG THE STREET TO
 CK5697'THE STATION LOCATED ON THE TOP DUNES ON THE BEACH SIDE OF THE GRAY
 CK5697'HOUSE ON CONCRETE PILINGS.  MARKER IS 67.2 FEET EAST SOUTHEAST OF THE
 CK5697'NORTHEAST CORNER OF THE HOUSE AND 59.9 FEET EAST NORTHEAST OF THE
 CK5697'SOUTHEAST CORNER OF THE HOUSE.  MARK IS PROJECTING 0.3 FEET ABOVE THE
 CK5697'SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A
 CK5697'2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED
 CK5697'BY CONCRETE.
 CK5697
 CK5697                          STATION RECOVERY (2006)
 CK5697
 CK5697'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK5697'THIS BEACH HAS SUFFERED CONSIDERABLE EROSION SINCE THIS MARKER WAS
 CK5697'MONUMENTED IN 1988, AND MARKER IS NOT FOUND AT THE INDICATED
 CK5697'COORDINATES OR ANYWHERE CLOSE BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0685 ***********************************************************************
 DE0685  DESIGNATION -  197
 DE0685  PID         -  DE0685
 DE0685  STATE/COUNTY-  SC/ORANGEBURG
 DE0685  USGS QUAD   -  NORWAY EAST (1987)
 DE0685
 DE0685                         *CURRENT SURVEY CONTROL
 DE0685  ___________________________________________________________________
 DE0685* NAD 83(1986)-  33 22 49.     (N)    081 01 29.     (W)     SCALED    
 DE0685* NAVD 88     -        59.550  (meters)     195.37   (feet)  ADJUSTED  
 DE0685  ___________________________________________________________________
 DE0685  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DE0685  DYNAMIC HT  -          59.486 (meters)     195.16  (feet)  COMP
 DE0685  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DE0685
 DE0685  VERT ORDER  -  SECOND    CLASS 0
 DE0685
 DE0685.The horizontal coordinates were scaled from a topographic map and have
 DE0685.an estimated accuracy of +/- 6 seconds.
 DE0685
 DE0685.The orthometric height was determined by differential leveling
 DE0685.and adjusted by the National Geodetic Survey in June 1991..
 DE0685
 DE0685.The geoid height was determined by GEOID03.
 DE0685
 DE0685.The dynamic height is computed by dividing the NAVD 88
 DE0685.geopotential number by the normal gravity value computed on the
 DE0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0685.degrees latitude (g = 980.6199 gals.).
 DE0685
 DE0685.The modeled gravity was interpolated from observed gravity values.
 DE0685
 DE0685;                    North         East    Units  Estimated Accuracy
 DE0685;SPC SC       -   171,550.      607,300.      MT  (+/- 180 meters Scaled)
 DE0685
 DE0685                          SUPERSEDED SURVEY CONTROL
 DE0685
 DE0685  NGVD 29 (??/??/92)   59.858  (m)          196.38   (f) ADJ UNCH    2 0
 DE0685
 DE0685.Superseded values are not recommended for survey control.
 DE0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0685.See file dsdata.txt to determine how the superseded data were derived.
 DE0685
 DE0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS977934(NAD 83)
 DE0685_MARKER: P = PIPE CAP
 DE0685_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0685_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0685_STAMPING: 197 FT 1919
 DE0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0685
 DE0685  HISTORY     - Date     Condition        Report By
 DE0685  HISTORY     - 1919     MONUMENTED       USGS
 DE0685  HISTORY     - 1957     MARK NOT FOUND   NGS
 DE0685
 DE0685                          STATION DESCRIPTION
 DE0685
 DE0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0685'0.9 MI W FROM COPE.
 DE0685'NO EVIDENCE OF THE MARK WAS FOUND.  THE PRESENT OCCUPANTS OF THE
 DE0685'FARMSTEAD DEEMED THE ONE OF THE ORIGINAL DESCRIPTION, WERE
 DE0685'CONFIDENT THAT THE OWNER AT THE TIME OF THE ORIGINAL DESCRIPTION
 DE0685'WAS CLEKLEY OR KLECKLEY RATHER THAN CRUTLEY.  THE PRESENT
 DE0685'OCCUPANTS, THERE FOR THE LAST 8 OR 10 YEARS HAVE NEVER SEEN THE
 DE0685'MARK.  THEY STATED THAT THE PRESENT PAVED ROAD WAS MOVED SOME
 DE0685'TO THE S JUST BEFORE THEY MOVED ONTO THE PLACE.  THE PRESENT ROAD
 DE0685'WAS GUESSED TO BE 25 OR 40 FEET S OF THE OLD EARTH ROAD.  0.9 MILE
 DE0685'WEST ALONG STATE HIGHWAY 332 FROM COPE, ORANGEBURG COUNTY, IN FRONT OF
 DE0685'THE H. M. CRUTLEY FARMHOUSE, 51 FEET WEST OF A FARM DRIVE, 18 FEET
 DE0685'NORTH OF THE CENTER LINE OF THE ROAD LEADING TO NORWAY, AND 2.2
 DE0685'FEET NORTH OF THE INSIDE OF A YARD FENCE.  A UNITED STATES
 DE0685'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 197 FT. 1919 AND RIVETED
 DE0685'ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 6 INCHES ABOVE
 DE0685'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5698 ***********************************************************************
 CK5698  DESIGNATION -  1995
 CK5698  PID         -  CK5698
 CK5698  STATE/COUNTY-  SC/BEAUFORT
 CK5698  USGS QUAD   -  ST HELENA SOUND (1979)
 CK5698
 CK5698                         *CURRENT SURVEY CONTROL
 CK5698  ___________________________________________________________________
 CK5698* NAD 83(2001)-  32 24 45.29344(N)    080 26 15.33938(W)     ADJUSTED  
 CK5698* NAVD 88     -         3.74   (meters)      12.3    (feet)  N HEIGHT  
 CK5698  ___________________________________________________________________
 CK5698  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CK5698  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK5698  DYNAMIC HT  -           3.74  (meters)      12.3   (feet)  COMP
 CK5698  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CK5698
 CK5698  HORZ ORDER  -  THIRD
 CK5698  VERT ORDER  -  THIRD
 CK5698
 CK5698.The horizontal coordinates were established by classical geodetic methods
 CK5698.and adjusted by the National Geodetic Survey in March 2004..
 CK5698
 CK5698.The orthometric height was determined by differential leveling
 CK5698.and adjusted by the National Geodetic Survey in April 1995..
 CK5698.The height was determined by precise leveling from only one NSRS
 CK5698.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CK5698.allowed ONLY to validate the GPS-derived height.
 CK5698
 CK5698.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5698
 CK5698.The geoid height was determined by GEOID03.
 CK5698
 CK5698.The dynamic height is computed by dividing the NAVD 88
 CK5698.geopotential number by the normal gravity value computed on the
 CK5698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5698.degrees latitude (g = 980.6199 gals.).
 CK5698
 CK5698.The modeled gravity was interpolated from observed gravity values.
 CK5698
 CK5698;                    North         East     Units Scale Factor Converg.
 CK5698;SPC SC       -    64,386.348   662,505.563   MT  1.00003193   +0 18 42.5
 CK5698;SPC SC       -   211,241.30  2,173,574.68   iFT  1.00003193   +0 18 42.5
 CK5698;UTM  17      - 3,586,307.856   552,883.337   MT  0.99963449   +0 18 05.3
 CK5698
 CK5698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5698!SPC SC       -   1.00000443  x   1.00003193  =   1.00003636
 CK5698!UTM  17      -   1.00000443  x   0.99963449  =   0.99963892
 CK5698
 CK5698                          SUPERSEDED SURVEY CONTROL
 CK5698
 CK5698  NAD 83(1986)-  32 24 45.30404(N)    080 26 15.34252(W) AD(       ) 3
 CK5698  NGVD 29 (04/23/92)    4.021  (m)           13.19   (f) ADJUSTED    3 0
 CK5698
 CK5698.Superseded values are not recommended for survey control.
 CK5698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5698.See file dsdata.txt to determine how the superseded data were derived.
 CK5698
 CK5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5288386308(NAD 83)
 CK5698_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5698_SETTING: 0 = UNSPECIFIED SETTING
 CK5698_STAMPING: 1995 1988
 CK5698_MARK LOGO: SCCC  
 CK5698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5698+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5698
 CK5698  HISTORY     - Date     Condition        Report By
 CK5698  HISTORY     - 1988     MONUMENTED       SCCC
 CK5698  HISTORY     - 20060625 MARK NOT FOUND   USPSQD
 CK5698
 CK5698                          STATION DESCRIPTION
 CK5698
 CK5698'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5698'THE STATION IS LOCATED ON HARBOR ISLAND.  FROM THE HARBOR ISLAND
 CK5698'SECURITY GATE, PROCEED FOR 0.7 MILES ALONG THE ENTRANCE ROAD TO THE
 CK5698'Y-INTERSECTION, TURN LEFT AND PROCEED 0.6 MILES ALONG THE STREET TO
 CK5698'THE STATION LOCATED ON RIGHT AT THE TOP OF THE DUNES.  MARKER IS
 CK5698'153.0 FEET NORTH NORTHEAST OF THE CENTERLINE OF THE STREET.  MARK IS
 CK5698'PROJECTING 0.3 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5698'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5698'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5698
 CK5698                          STATION RECOVERY (2006)
 CK5698
 CK5698'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK5698'APPARENTLY DESTROYED BY EROSION SUSTAINED OVER LAST SEVERAL YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0843 ***********************************************************************
 DE0843  DESIGNATION -  2
 DE0843  PID         -  DE0843
 DE0843  STATE/COUNTY-  SC/AIKEN
 DE0843  USGS QUAD   -  GIRARD NW (1989)
 DE0843
 DE0843                         *CURRENT SURVEY CONTROL
 DE0843  ___________________________________________________________________
 DE0843* NAD 83(1986)-  33 13 28.     (N)    081 43 47.     (W)     SCALED    
 DE0843* NAVD 88     -        47.877  (meters)     157.08   (feet)  ADJUSTED  
 DE0843  ___________________________________________________________________
 DE0843  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DE0843  DYNAMIC HT  -          47.825 (meters)     156.91  (feet)  COMP
 DE0843  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DE0843
 DE0843  VERT ORDER  -  FIRST     CLASS II
 DE0843
 DE0843.The horizontal coordinates were scaled from a topographic map and have
 DE0843.an estimated accuracy of +/- 6 seconds.
 DE0843
 DE0843.The orthometric height was determined by differential leveling
 DE0843.and adjusted by the National Geodetic Survey in June 1991..
 DE0843
 DE0843.The geoid height was determined by GEOID03.
 DE0843
 DE0843.The dynamic height is computed by dividing the NAVD 88
 DE0843.geopotential number by the normal gravity value computed on the
 DE0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0843.degrees latitude (g = 980.6199 gals.).
 DE0843
 DE0843.The modeled gravity was interpolated from observed gravity values.
 DE0843
 DE0843;                    North         East    Units  Estimated Accuracy
 DE0843;SPC SC       -   154,510.      541,590.      MT  (+/- 180 meters Scaled)
 DE0843
 DE0843                          SUPERSEDED SURVEY CONTROL
 DE0843
 DE0843  NGVD 29 (??/??/92)   48.133  (m)          157.92   (f) ADJ UNCH    1 2
 DE0843
 DE0843.Superseded values are not recommended for survey control.
 DE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0843.See file dsdata.txt to determine how the superseded data were derived.
 DE0843
 DE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS320764(NAD 83)
 DE0843_MARKER: DD = SURVEY DISK
 DE0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0843_STAMPING: SCHD NO 2
 DE0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0843+STABILITY: SURFACE MOTION
 DE0843
 DE0843  HISTORY     - Date     Condition        Report By
 DE0843  HISTORY     - UNK      MONUMENTED       SCHD
 DE0843  HISTORY     - 1961     GOOD             NGS
 DE0843  HISTORY     - 20010109 MARK NOT FOUND   SCGS
 DE0843
 DE0843                          STATION DESCRIPTION
 DE0843
 DE0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0843'0.4 MI NE FROM ELLENTON.
 DE0843'ABOUT 0.4 MILE NORTHEAST ALONG THE SAVANNAH RIVER PLANT ROAD NO.
 DE0843'3 FROM THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT THE
 DE0843'NOW ABANDONED TOWN OF ELLENTON, AT THE INTERSECTION OF THE
 DE0843'SAVANNAH RIVER ROADS A AND 3, 12 FEET SOUTHWEST OF THE SOUTHWEST
 DE0843'CURB OF NO. A, 88 1/2 FEET NORTHWEST OF THE CENTER LINE OF ROAD
 DE0843'NO. 3, 94 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 4 FEET
 DE0843'SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE SIDEWALK ALONG THE
 DE0843'SOUTHWEST SIDE OF ROAD NO. A, A 2-INCH LEAD FILLED PIPE SET IN
 DE0843'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 DE0843'THE GROUND.
 DE0843
 DE0843                          STATION RECOVERY (2001)
 DE0843
 DE0843'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DE0843'NOT RECOVERED, SEARCHED 20 MINUTES WITH NO RESULTS, PRESUMED DESTROYED
 DE0843'BY ROAD WIDENING.  RECOVERY BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3270 ***********************************************************************
 DE3270  DESIGNATION -  2 001
 DE3270  PID         -  DE3270
 DE3270  STATE/COUNTY-  SC/AIKEN
 DE3270  USGS QUAD   -  TRENTON (1982)
 DE3270
 DE3270                         *CURRENT SURVEY CONTROL
 DE3270  ___________________________________________________________________
 DE3270* NAD 83(2001)-  33 38 53.21298(N)    081 45 08.03332(W)     ADJUSTED  
 DE3270* NAVD 88     -       175.804  (meters)     576.78   (feet)  ADJUSTED  
 DE3270  ___________________________________________________________________
 DE3270  X           -     762,473.584 (meters)                     COMP
 DE3270  Y           -  -5,260,131.394 (meters)                     COMP
 DE3270  Z           -   3,514,102.295 (meters)                     COMP
 DE3270  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 DE3270  ELLIP HEIGHT-         145.43  (meters)          (03/13/03) GPS OBS
 DE3270  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DE3270  DYNAMIC HT  -         175.616 (meters)     576.17  (feet)  COMP
 DE3270  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DE3270
 DE3270  HORZ ORDER  -  FIRST
 DE3270  VERT ORDER  -  FIRST     CLASS II
 DE3270  ELLP ORDER  -  FOURTH    CLASS II
 DE3270
 DE3270.The horizontal coordinates were established by GPS observations
 DE3270.and adjusted by the National Geodetic Survey in March 2003..
 DE3270
 DE3270.The orthometric height was determined by differential leveling
 DE3270.and adjusted by the National Geodetic Survey in April 1994..
 DE3270
 DE3270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3270
 DE3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3270
 DE3270.The ellipsoidal height was determined by GPS observations
 DE3270.and is referenced to NAD 83.
 DE3270
 DE3270.The geoid height was determined by GEOID03.
 DE3270
 DE3270.The dynamic height is computed by dividing the NAVD 88
 DE3270.geopotential number by the normal gravity value computed on the
 DE3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3270.degrees latitude (g = 980.6199 gals.).
 DE3270
 DE3270.The modeled gravity was interpolated from observed gravity values.
 DE3270
 DE3270;                    North         East     Units Scale Factor Converg.
 DE3270;SPC SC       -   201,505.930   539,835.023   MT  0.99979373   -0 25 01.3
 DE3270;SPC SC       -   661,108.69  1,771,112.28   iFT  0.99979373   -0 25 01.3
 DE3270;UTM  17      - 3,723,394.472   430,247.146   MT  0.99965998   -0 25 00.6
 DE3270
 DE3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3270!SPC SC       -   0.99997717  x   0.99979373  =   0.99977090
 DE3270!UTM  17      -   0.99997717  x   0.99965998  =   0.99963716
 DE3270
 DE3270                          SUPERSEDED SURVEY CONTROL
 DE3270
 DE3270  NAD 83(1986)-  33 38 53.22268(N)    081 45 08.02910(W) AD(       ) 1
 DE3270  NAD 83(1995)-  33 38 53.21296(N)    081 45 08.03307(W) AD(       ) 1
 DE3270  ELLIP H (11/18/02)  145.48   (m)                       GP(       ) 4 2
 DE3270  NAVD 88 (11/18/02)  175.80   (m)          576.8    (f) LEVELING    3  
 DE3270
 DE3270.Superseded values are not recommended for survey control.
 DE3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3270.See file dsdata.txt to determine how the superseded data were derived.
 DE3270
 DE3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3024723394(NAD 83)
 DE3270_MARKER: DD = SURVEY DISK
 DE3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3270_SP_SET: CONCRETE POST
 DE3270_STAMPING: 2 001 1992
 DE3270_MARK LOGO: SCGS  
 DE3270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3270+STABILITY: SURFACE MOTION
 DE3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3270+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000
 DE3270
 DE3270  HISTORY     - Date     Condition        Report By
 DE3270  HISTORY     - 1992     MONUMENTED       SCGS
 DE3270  HISTORY     - 20001129 GOOD             SCGS
 DE3270
 DE3270                          STATION DESCRIPTION
 DE3270
 DE3270'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3270'STATION IS LOCATED IN A GRASSY AREA IN THE SOUTH ANGLE IN THE NORTH
 DE3270'CORNER OF A CONVENIENCE STORE LOT AT THE JUNCTION OF STATE HIGHWAYS
 DE3270'19 (EDGEFIELD HIGHWAY), 191 (OLD GRANITEVILLE HIGHWAY) AND STATE ROAD
 DE3270'153, 3.9 MILES (6.3 KM) NORTHEAST OF VAUCLUSE. OWNERSHIP-- SCDHPT,
 DE3270'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3270'803-737-1350.
 DE3270'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT
 DE3270'(15.2 CM) ABOVE THE HIGHWAY, 42.5 FEET (13.0 M) SOUTHWEST OF THE
 DE3270'CENTER OF HIGHWAY 19, 32.8 FEET (10.0 M) SOUTHEAST OF THE CENTER OF
 DE3270'HIGHWAY 191, 16.0 FEET (4.9 M) NORTHEAST OF TELEPHONE JUNCTION BOX
 DE3270'NUMBER 17, 16.8 FEET (5.1 M) EAST NORTHEAST OF POWER POLE NUMBER
 DE3270'403-7-3.6-9.6, 45.8 FEET (14.0 M) NORTH OF THE NORTH CORNER OF A
 DE3270'CONCRETE SIDEWALK IN FRONT OF THE STORE, 16.5 FEET (5.0 M) EAST
 DE3270'NORTHEAST OF A WITNESS POST.
 DE3270'DESCRIBED BY T. HALL.
 DE3270
 DE3270                          STATION RECOVERY (2000)
 DE3270
 DE3270'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3270'STATION IS LOCATED NEAR A TELEPHONE JUNCTION BOX IN THE SOUTH ANGLE OF
 DE3270'THE SOUTH JUNCTION OF STATE HIGHWAYS 19 (EDGEFIELD HIGHWAY) , 191 (OLD
 DE3270'GRANITEVILLE HIGHWAY) AND STATE ROAD 153, 6.3 MILES (10.1 KM) NORTH
 DE3270'NORTHWEST OF AIKEN, 15.9 MILES (25.6 KM) NORTHEAST OF NORTH AUGUSTA.
 DE3270'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3270'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 DE3270'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAYS, 33.5
 DE3270'FEET (10.2 M) SOUTH SOUTHEAST OF THE CENTER OF HIGHWAY 191, 42.7 FEET
 DE3270'(13.0 M) WEST SOUTHWEST OF THE CENTER OF HIGHWAY 19, 45.9 FEET (14.0
 DE3270'M) NORTH OF THE NORTH CORNER OF A CONCRETE SIDEWALK IN FRONT OF A
 DE3270'CONVENIENCE STORE, 17.0 FEET (5.2 M) NORTHEAST OF A POWER POLE
 DE3270'403-7-3.9-9.4 WITH A SECURITY LIGHT ATTACHED, 1.6 FEET (0.5 M)
 DE3270'NORTHEAST OF THE TELEPHONE JUNCTION BOX NUMBER 17, 16.8 FEET (5.1 M)
 DE3270'EAST NORTHEAST OF A WITNESS POST.  RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3271 ***********************************************************************
 DE3271  DESIGNATION -  2 002
 DE3271  PID         -  DE3271
 DE3271  STATE/COUNTY-  SC/AIKEN
 DE3271  USGS QUAD   -  AIKEN NW (1982)
 DE3271
 DE3271                         *CURRENT SURVEY CONTROL
 DE3271  ___________________________________________________________________
 DE3271* NAD 83(1986)-  33 39 18.     (N)    081 44 15.     (W)     SCALED    
 DE3271* NAVD 88     -       152.617  (meters)     500.71   (feet)  ADJUSTED  
 DE3271  ___________________________________________________________________
 DE3271  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DE3271  DYNAMIC HT  -         152.454 (meters)     500.18  (feet)  COMP
 DE3271  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DE3271
 DE3271  VERT ORDER  -  FIRST     CLASS II
 DE3271
 DE3271.The horizontal coordinates were scaled from a topographic map and have
 DE3271.an estimated accuracy of +/- 6 seconds.
 DE3271
 DE3271.The orthometric height was determined by differential leveling
 DE3271.and adjusted by the National Geodetic Survey in April 1994..
 DE3271
 DE3271.The geoid height was determined by GEOID03.
 DE3271
 DE3271.The dynamic height is computed by dividing the NAVD 88
 DE3271.geopotential number by the normal gravity value computed on the
 DE3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3271.degrees latitude (g = 980.6199 gals.).
 DE3271
 DE3271.The modeled gravity was interpolated from observed gravity values.
 DE3271
 DE3271;                    North         East    Units  Estimated Accuracy
 DE3271;SPC SC       -   202,260.      541,210.      MT  (+/- 180 meters Scaled)
 DE3271
 DE3271                          SUPERSEDED SURVEY CONTROL
 DE3271
 DE3271.No superseded survey control is available for this station.
 DE3271
 DE3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT316241(NAD 83)
 DE3271_MARKER: DD = SURVEY DISK
 DE3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3271_SP_SET: CONCRETE POST
 DE3271_STAMPING: 2 002 1992
 DE3271_MARK LOGO: SCGS  
 DE3271_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3271+STABILITY: SURFACE MOTION
 DE3271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3271+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000
 DE3271
 DE3271  HISTORY     - Date     Condition        Report By
 DE3271  HISTORY     - 1992     MONUMENTED       SCGS
 DE3271  HISTORY     - 20001129 GOOD             SCGS
 DE3271
 DE3271                          STATION DESCRIPTION
 DE3271
 DE3271'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3271'STATION IS LOCATED 6.55 MILES (10.54 KM) NORTH OF AIKEN, 4.85 MILES
 DE3271'(7.81 KM) NORTHEAST OF VAUCLUSE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3271'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-
 DE3271'1350.
 DE3271'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (EDGEFIELD
 DE3271'HIGHWAY), 191 (OLD GRANITEVILLE HIGHWAY) AND STATE ROAD 153, 3.9
 DE3271'MILES (6.3 KM) NORTHEAST OF VAUCLUSE, GO EAST NORTHEAST ON ROAD 153
 DE3271'FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE RIGHT NEAR A PINE TREE.
 DE3271'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 2.0 FEET
 DE3271'(0.6 M) BELOW THE ROAD, 40.6 FEET (12.4 M) SOUTH SOUTHEAST OF THE
 DE3271'CENTER OF THE ROAD, 5.5 FEET (1.7 M) NORTH NORTHWEST OF A 0.6-FOOT
 DE3271'PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 1.3 FEET (0.4 M)
 DE3271'WEST OF A WITNESS POST.
 DE3271'DESCRIBED BY T. HALL.
 DE3271
 DE3271                          STATION RECOVERY (2000)
 DE3271
 DE3271'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3271'STATION IS LOCATED 6.6 MILES (10.6 KM) NORTH OF AIKEN, 16.8 MILES
 DE3271'(27.0 KM) NORTHEAST OF NORTH AUGUSTA.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3271'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3271'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 DE3271'HIGHWAYS 19 (EDGEFIELD HIGHWAY) , 191 (OLD GRANITEVILLE HIGHWAY) AND
 DE3271'STATE ROAD 153, 6.3 MILES (10.1 KM) NORTH NORTHWEST OF AIKEN, GO EAST
 DE3271'NORTHEAST ON ROAD 153 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE
 DE3271'RIGHT NEAR A PINE TREE.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 DE3271'(6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 40.3 FEET (12.3 M)
 DE3271'SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 5.5 FEET (1.7 M) NORTH
 DE3271'NORTHWEST OF THE BLANK-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 DE3271'ATTACHED, 1.6 FEET (0.5 M) WEST OF A WITNESS POST.  RECOVERED BY T.
 DE3271'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3272 ***********************************************************************
 DE3272  DESIGNATION -  2 003
 DE3272  PID         -  DE3272
 DE3272  STATE/COUNTY-  SC/AIKEN
 DE3272  USGS QUAD   -  AIKEN NW (1982)
 DE3272
 DE3272                         *CURRENT SURVEY CONTROL
 DE3272  ___________________________________________________________________
 DE3272* NAD 83(1986)-  33 39 38.     (N)    081 43 20.     (W)     SCALED    
 DE3272* NAVD 88     -       117.846  (meters)     386.63   (feet)  ADJUSTED  
 DE3272  ___________________________________________________________________
 DE3272  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DE3272  DYNAMIC HT  -         117.720 (meters)     386.22  (feet)  COMP
 DE3272  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DE3272
 DE3272  VERT ORDER  -  FIRST     CLASS II
 DE3272
 DE3272.The horizontal coordinates were scaled from a topographic map and have
 DE3272.an estimated accuracy of +/- 6 seconds.
 DE3272
 DE3272.The orthometric height was determined by differential leveling
 DE3272.and adjusted by the National Geodetic Survey in April 1994..
 DE3272
 DE3272.The geoid height was determined by GEOID03.
 DE3272
 DE3272.The dynamic height is computed by dividing the NAVD 88
 DE3272.geopotential number by the normal gravity value computed on the
 DE3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3272.degrees latitude (g = 980.6199 gals.).
 DE3272
 DE3272.The modeled gravity was interpolated from observed gravity values.
 DE3272
 DE3272;                    North         East    Units  Estimated Accuracy
 DE3272;SPC SC       -   202,870.      542,630.      MT  (+/- 180 meters Scaled)
 DE3272
 DE3272                          SUPERSEDED SURVEY CONTROL
 DE3272
 DE3272.No superseded survey control is available for this station.
 DE3272
 DE3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT330247(NAD 83)
 DE3272_MARKER: DD = SURVEY DISK
 DE3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3272_SP_SET: CONCRETE POST
 DE3272_STAMPING: 2 003 1992
 DE3272_MARK LOGO: SCGS  
 DE3272_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3272+STABILITY: SURFACE MOTION
 DE3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3272+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000
 DE3272
 DE3272  HISTORY     - Date     Condition        Report By
 DE3272  HISTORY     - 1992     MONUMENTED       SCGS
 DE3272  HISTORY     - 20001129 GOOD             SCGS
 DE3272
 DE3272                          STATION DESCRIPTION
 DE3272
 DE3272'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3272'STATION IS LOCATED 6.9 MILES (11.1 KM) NORTH OF AIKEN, 5.85 MILES
 DE3272'(9.41 KM) NORTHEAST OF VAUCLUSE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3272'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3272'803-737-1350.
 DE3272'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (EDGEFIELD
 DE3272'HIGHWAY), 191 (OLD GRANITEVILLE HIGHWAY) AND STATE ROAD 153, 3.9
 DE3272'MILES (6.3 KM) NORTHEAST OF VAUCLUSE, GO EAST NORTHEAST ON ROAD 153
 DE3272'FOR 2.0 MILES (3.2 KM) TO THE STATION ON THE RIGHT NEAR A PINE TREE
 DE3272'WITH A SIGN FOR BASKINS MILL HUNTING CLUB AND A SCGS REFERENCE WASHER
 DE3272'ATTACHED.
 DE3272'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT
 DE3272'(15.2 CM) ABOVE THE ROAD, 62.0 FEET (18.9 M) NORTH OF THE CENTER OF
 DE3272'AN ABANDONDED GRAVEL RAILROAD BED, 38.4 FEET (11.7 M) SOUTH SOUTHWEST
 DE3272'OF THE CENTER OF THE ROAD, 6.6 FEET (2.0 M) NORTH OF THE 1.0-FOOT
 DE3272'PINE TREE, 1.2 FEET (0.4 M) WEST NORTHWEST OF A WITNESS POST.
 DE3272'DESCRIBED BY T. HALL.
 DE3272
 DE3272                          STATION RECOVERY (2000)
 DE3272
 DE3272'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3272'STATION IS LOCATED 6.9 MILES (11.1 KM) NORTH OF AIKEN, 17.8 MILES
 DE3272'(28.6 KM) NORTHEAST OF NORTH AUGUSTA.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3272'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3272'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 DE3272'HIGHWAYS 19 (EDGEFIELD HIGHWAY) , 191 (OLD GRANITEVILLE HIGHWAY) AND
 DE3272'STATE ROAD 153, 6.3 MILES (10.1 KM) NORTH NORTHWEST OF AIKEN, GO EAST
 DE3272'NORTHEAST ON ROAD 153 FOR 2.0 MILES (3.2 KM) TO THE STATION ON THE
 DE3272'RIGHT IN THE SOUTHEAST ANGLE OF A DIM TRAIL LEADING SOUTH SOUTHWEST TO
 DE3272'AN ABANDONED RAILROAD BED.  STATION IS A CONCRETE POST RECESSED 0.3
 DE3272'FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 39.0 FEET (11.9
 DE3272'M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 7.0 FEET (2.1 M) NORTH
 DE3272'OF A BLANK-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 59.7
 DE3272'FEET (18.2 M) NORTH OF THE CENTER OF THE ABANDONED RAILROAD BED, 13.5
 DE3272'FEET (4.1 M) EAST OF THE CENTER OF THE DIM TRAIL, 1.2 FEET (0.4 M)
 DE3272'WEST NORTHWEST OF A WITNESS POST.  RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3273 ***********************************************************************
 DE3273  DESIGNATION -  2 004
 DE3273  PID         -  DE3273
 DE3273  STATE/COUNTY-  SC/AIKEN
 DE3273  USGS QUAD   -  AIKEN NW (1982)
 DE3273
 DE3273                         *CURRENT SURVEY CONTROL
 DE3273  ___________________________________________________________________
 DE3273* NAD 83(1986)-  33 39 49.     (N)    081 41 11.     (W)     SCALED    
 DE3273* NAVD 88     -       148.309  (meters)     486.58   (feet)  ADJUSTED  
 DE3273  ___________________________________________________________________
 DE3273  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DE3273  DYNAMIC HT  -         148.151 (meters)     486.06  (feet)  COMP
 DE3273  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DE3273
 DE3273  VERT ORDER  -  FIRST     CLASS II
 DE3273
 DE3273.The horizontal coordinates were scaled from a topographic map and have
 DE3273.an estimated accuracy of +/- 6 seconds.
 DE3273
 DE3273.The orthometric height was determined by differential leveling
 DE3273.and adjusted by the National Geodetic Survey in April 1994..
 DE3273
 DE3273.The geoid height was determined by GEOID03.
 DE3273
 DE3273.The dynamic height is computed by dividing the NAVD 88
 DE3273.geopotential number by the normal gravity value computed on the
 DE3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3273.degrees latitude (g = 980.6199 gals.).
 DE3273
 DE3273.The modeled gravity was interpolated from observed gravity values.
 DE3273
 DE3273;                    North         East    Units  Estimated Accuracy
 DE3273;SPC SC       -   203,180.      545,950.      MT  (+/- 180 meters Scaled)
 DE3273
 DE3273                          SUPERSEDED SURVEY CONTROL
 DE3273
 DE3273.No superseded survey control is available for this station.
 DE3273
 DE3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT363250(NAD 83)
 DE3273_MARKER: DD = SURVEY DISK
 DE3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3273_SP_SET: CONCRETE POST
 DE3273_STAMPING: 2 004 1992
 DE3273_MARK LOGO: SCGS  
 DE3273_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3273+STABILITY: SURFACE MOTION
 DE3273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3273+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000
 DE3273
 DE3273  HISTORY     - Date     Condition        Report By
 DE3273  HISTORY     - 1992     MONUMENTED       SCGS
 DE3273  HISTORY     - 20001129 GOOD             SCGS
 DE3273
 DE3273                          STATION DESCRIPTION
 DE3273
 DE3273'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3273'STATION IS LOCATED 7.45 MILES (11.99 KM) NORTH NORTHEAST OF AIKEN, 2.7
 DE3273'MILES (4.3 KM) NORTHEAST OF VAUCLUSE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3273'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3273'803-737-1350.
 DE3273'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND
 DE3273'U.S. HIGHWAY 1, 7.8 MILES (12.6 KM) NORTH NORTHEAST OF AIKEN, GO
 DE3273'NORTH ON HIGHWAY 1 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE
 DE3273'ROAD 153 (SHILOH CHURCH ROAD), TURN LEFT ON ROAD 153 FOR 0.85 MILE
 DE3273'(1.37 KM) TO A DRIVEWAY LEFT LEADING TO A WOODEN HOUSE NUMBER 3675
 DE3273'AND THE STATION NEAR A POWER POLE ON A HIGH BANK IN THE SOUTHEAST
 DE3273'ANGLE.
 DE3273'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 5.5 FEET
 DE3273'(1.7 M) ABOVE THE ROAD, 24.2 FEET (7.4 M) SOUTH SOUTHEAST OF THE
 DE3273'CENTER OF ROAD 153, 4.2 FEET (1.3 M) EAST NORTHEAST OF POWER POLE
 DE3273'NUMBER 03985/374-23-5.3-9.8/12, 57.5 FEET (17.5 M) EAST NORTHEAST OF
 DE3273'THE EAST END OF A 1.8-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY
 DE3273'TO THE HOUSE, 44.3 FEET (13.5 M) NORTHWEST OF A 0.6-FOOT PIN OAK
 DE3273'TREE, 3.7 FEET (1.1 M) EAST NORTHEAST OF A WITNESS POST.
 DE3273'DESCRIBED BY T. HALL.
 DE3273
 DE3273                          STATION RECOVERY (2000)
 DE3273
 DE3273'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3273'STATION IS LOCATED 7.4 MILES (11.9 KM) NORTH NORTHEAST OF AIKEN, 18.7
 DE3273'MILES (30.1 KM) WEST OF WAGENER.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3273'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3273'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE3273'INTERSTATE 20 (EXIT 22) AND U.S.  HIGHWAY 1 (COLUMBIA HIGHWAY) , 7.7
 DE3273'MILES (12.4 KM) NORTH NORTHEAST OF AIKEN, GO NORTH ON HIGHWAY 1 FOR
 DE3273'0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 153 (SHILOH CHURCH
 DE3273'ROAD) , TURN LEFT ON ROAD 153 FOR 0.85 MILE (1.37 KM) TO THE STATION
 DE3273'ON THE LEFT NEAR A POWER POLE ON A HIGH BANK.  STATION IS A CONCRETE
 DE3273'POST RECESSED 0.3 FOOT (9.1 CM) AND 6.0 FEET (1.8 M) ABOVE THE ROAD,
 DE3273'101.1 FEET (30.8 M) NORTH NORTHWEST OF A POWER POLE NUMBER
 DE3273'72994/374-23-5.0-9.9 WITH GUY WIRE, 4.2 FEET (1.3 M) EAST NORTHEAST OF
 DE3273'THE POWER POLE NUMBER 03985/374-23-5.3-9.8/12, 24.8 FEET (7.6 M) SOUTH
 DE3273'OF THE CENTER OF THE ROAD, 57.8 FEET (17.6 M) EAST OF THE EAST END OF
 DE3273'A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY LEADING TO A
 DE3273'WOOD-SIDED HOUSE NUMBER 3675, 140.9 FEET (42.9 M) NORTH OF THE
 DE3273'NORTHEAST CORNER OF THE HOUSE, 44.3 FEET (13.5 M) NORTHWEST OF A
 DE3273'0.9-FOOT PIN OAK TREE, 3.7 FEET (1.1 M) EAST NORTHEAST OF A WITNESS
 DE3273'POST.  RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3274 ***********************************************************************
 DE3274  DESIGNATION -  2 005
 DE3274  PID         -  DE3274
 DE3274  STATE/COUNTY-  SC/AIKEN
 DE3274  USGS QUAD   -  AIKEN NW (1982)
 DE3274
 DE3274                         *CURRENT SURVEY CONTROL
 DE3274  ___________________________________________________________________
 DE3274* NAD 83(2001)-  33 40 07.88016(N)    081 40 25.11477(W)     ADJUSTED  
 DE3274* NAVD 88     -       158.626  (meters)     520.43   (feet)  ADJUSTED  
 DE3274  ___________________________________________________________________
 DE3274  X           -     769,501.079 (meters)                     COMP
 DE3274  Y           -  -5,257,804.748 (meters)                     COMP
 DE3274  Z           -   3,516,007.584 (meters)                     COMP
 DE3274  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 DE3274  ELLIP HEIGHT-         128.13  (meters)          (03/13/03) GPS OBS
 DE3274  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DE3274  DYNAMIC HT  -         158.458 (meters)     519.87  (feet)  COMP
 DE3274  MODELED GRAV-     979,572.0   (mgal)                       NAVD 88
 DE3274
 DE3274  HORZ ORDER  -  FIRST
 DE3274  VERT ORDER  -  FIRST     CLASS II
 DE3274  ELLP ORDER  -  FOURTH    CLASS II
 DE3274
 DE3274.The horizontal coordinates were established by GPS observations
 DE3274.and adjusted by the National Geodetic Survey in March 2003..
 DE3274
 DE3274.The orthometric height was determined by differential leveling
 DE3274.and adjusted by the National Geodetic Survey in April 1994..
 DE3274
 DE3274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3274
 DE3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3274
 DE3274.The ellipsoidal height was determined by GPS observations
 DE3274.and is referenced to NAD 83.
 DE3274
 DE3274.The geoid height was determined by GEOID03.
 DE3274
 DE3274.The dynamic height is computed by dividing the NAVD 88
 DE3274.geopotential number by the normal gravity value computed on the
 DE3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3274.degrees latitude (g = 980.6199 gals.).
 DE3274
 DE3274.The modeled gravity was interpolated from observed gravity values.
 DE3274
 DE3274;                    North         East     Units Scale Factor Converg.
 DE3274;SPC SC       -   203,755.627   547,138.519   MT  0.99979366   -0 22 24.5
 DE3274;SPC SC       -   668,489.59  1,795,073.88   iFT  0.99979366   -0 22 24.5
 DE3274;UTM  17      - 3,725,643.868   437,549.616   MT  0.99964808   -0 22 24.5
 DE3274
 DE3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3274!SPC SC       -   0.99997989  x   0.99979366  =   0.99977355
 DE3274!UTM  17      -   0.99997989  x   0.99964808  =   0.99962797
 DE3274
 DE3274                          SUPERSEDED SURVEY CONTROL
 DE3274
 DE3274  NAD 83(1986)-  33 40 07.89187(N)    081 40 25.11099(W) AD(       ) 1
 DE3274  NAD 83(1995)-  33 40 07.88012(N)    081 40 25.11464(W) AD(       ) 1
 DE3274  ELLIP H (11/18/02)  128.17   (m)                       GP(       ) 4 2
 DE3274  NAVD 88 (11/18/02)  158.63   (m)          520.4    (f) LEVELING    3  
 DE3274
 DE3274.Superseded values are not recommended for survey control.
 DE3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3274.See file dsdata.txt to determine how the superseded data were derived.
 DE3274
 DE3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3755025644(NAD 83)
 DE3274_MARKER: DD = SURVEY DISK
 DE3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3274_SP_SET: CONCRETE POST
 DE3274_STAMPING: 2 005 1992
 DE3274_MARK LOGO: SCGS  
 DE3274_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3274+STABILITY: SURFACE MOTION
 DE3274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3274+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000
 DE3274
 DE3274  HISTORY     - Date     Condition        Report By
 DE3274  HISTORY     - 1992     MONUMENTED       SCGS
 DE3274  HISTORY     - 20001129 GOOD             SCGS
 DE3274
 DE3274                          STATION DESCRIPTION
 DE3274
 DE3274'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3274'STATION IS LOCATED 8.0 MILES (12.9 KM) NORTH NORTHEAST OF AIKEN, 8.45
 DE3274'MILES (13.60 KM) NORTHEAST OF VAUCLUSE. OWNERSHIP--SCDHPT, DIRECTOR
 DE3274'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3274'803-737-1350.
 DE3274'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND
 DE3274'U.S. HIGHWAY 1, 7.8 MILES (12.6 KM) NORTH NORTHEAST OF AIKEN, GO
 DE3274'NORTH ON HIGHWAY 1 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE
 DE3274'ROAD 153 (SHILOH CHURCH ROAD) LEFT AND AN ABANDONDED GAS STATION
 DE3274'BUILDING RIGHT AND THE STATION IN THE NORTHEAST ANGLE OF THE DRIVEWAY
 DE3274'TO THE GAS STATION AND IN THE SOUTHWEST CORNER OF A CURBED GRASSY
 DE3274'AREA IN FRONT OF THE GAS STATION.
 DE3274'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DE3274'THE HIGHWAY, 31.6 FEET (9.6 M) EAST OF THE NORTHBOUND LANES OF THE
 DE3274'HIGHWAY, 7.1 FEET (2.2 M) NORTH OF THE SOUTH EDGE OF THE CURBING OF
 DE3274'THE GRASSY AREA, 9.3 FEET (2.8 M) EAST OF THE WEST EDGE OF THE CURB
 DE3274'OF THE HIGHWAY, 103.8 FEET (31.6 M) WEST OF THE SOUTHWEST CORNER OF
 DE3274'THE GAS STATION BUILDING, 102.3 FEET (31.2 M) SOUTH OF TELEPHONE
 DE3274'JUNCTION BOX NUMBER 10, 101.5 FEET (30.9 M) SOUTH OF A 2.0-FOOT
 DE3274'CONCRETE PIPE CULVERT BENEATH THE ENTRANCE DRIVEWAY TO THE GAS
 DE3274'STATION BUILDING, 1.3 FEET (0.4 M) WEST OF A WITNESS POST.
 DE3274'DESCRIBED BY T. HALL.
 DE3274
 DE3274                          STATION RECOVERY (2000)
 DE3274
 DE3274'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3274'STATION IS LOCATED 7.9 MILES (12.7 KM) NORTH NORTHEAST OF AIKEN, 12.95
 DE3274'MILES (20.84 KM) SOUTH SOUTHWEST OF MONETTA.  OWNERSHIP--SCDOT,
 DE3274'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3274'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE3274'INTERSTATE 20 (EXIT 22) AND U.S.  HIGHWAY 1 (COLUMBIA HIGHWAY) , 7.7
 DE3274'MILES (12.4 KM) NORTH NORTHEAST OF AIKEN, GO NORTH ON HIGHWAY 1 FOR
 DE3274'0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT IN A GRASSY MEDIAN IN
 DE3274'THE NORTHEAST ANGLE OF THE SOUTHERN ONE OF TWO ENTRANCES TO AN
 DE3274'ABANDONED GAS STATION BUILDING AND ACROSS FROM THE HIGHWAY FROM STATE
 DE3274'ROAD 153 (SHILOH ROAD) LEFT.  STATION IS A CONCRETE POST FLUSH WITH
 DE3274'THE GROUND AND LEVEL WITH THE CURBS, 8.8 FEET (2.7 M) EAST OF THE EAST
 DE3274'EDGE OF THE CONCRETE CURB OF THE HIGHWAY, 103.8 FEET (31.6 M) WEST OF
 DE3274'THE SOUTHWEST CORNER OF THE BRICK BASE OF THE BUILDING, 102.4 FEET
 DE3274'(31.2 M) SOUTH SOUTHWEST OF A TELEPHONE JUNCTION BOX, 31.4 FEET (9.6
 DE3274'M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 6.5 FEET
 DE3274'(2.0 M) NORTH OF THE NORTH EDGE OF THE CURB AT THE SOUTH ENTRANCE OF
 DE3274'THE GAS STATION, 1.3 FEET (0.4 M) WEST OF A WITNESS POST.  RECOVERED
 DE3274'BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3297 ***********************************************************************
 DE3297  DESIGNATION -  2 006
 DE3297  PID         -  DE3297
 DE3297  STATE/COUNTY-  SC/AIKEN
 DE3297  USGS QUAD   -  GRANITEVILLE (1980)
 DE3297
 DE3297                         *CURRENT SURVEY CONTROL
 DE3297  ___________________________________________________________________
 DE3297* NAD 83(1986)-  33 34 08.     (N)    081 48 24.     (W)     SCALED    
 DE3297* NAVD 88     -        70.957  (meters)     232.80   (feet)  ADJUSTED  
 DE3297  ___________________________________________________________________
 DE3297  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DE3297  DYNAMIC HT  -          70.881 (meters)     232.55  (feet)  COMP
 DE3297  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DE3297
 DE3297  VERT ORDER  -  FIRST     CLASS II
 DE3297
 DE3297.The horizontal coordinates were scaled from a topographic map and have
 DE3297.an estimated accuracy of +/- 6 seconds.
 DE3297
 DE3297.The orthometric height was determined by differential leveling
 DE3297.and adjusted by the National Geodetic Survey in April 1994..
 DE3297
 DE3297.The geoid height was determined by GEOID03.
 DE3297
 DE3297.The dynamic height is computed by dividing the NAVD 88
 DE3297.geopotential number by the normal gravity value computed on the
 DE3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3297.degrees latitude (g = 980.6199 gals.).
 DE3297
 DE3297.The modeled gravity was interpolated from observed gravity values.
 DE3297
 DE3297;                    North         East    Units  Estimated Accuracy
 DE3297;SPC SC       -   192,760.      534,720.      MT  (+/- 180 meters Scaled)
 DE3297
 DE3297                          SUPERSEDED SURVEY CONTROL
 DE3297
 DE3297.No superseded survey control is available for this station.
 DE3297
 DE3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT251146(NAD 83)
 DE3297_MARKER: DD = SURVEY DISK
 DE3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3297_SP_SET: CONCRETE POST
 DE3297_STAMPING: 2 006 1992
 DE3297_MARK LOGO: SCGS  
 DE3297_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3297+STABILITY: SURFACE MOTION
 DE3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3297+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 DE3297
 DE3297  HISTORY     - Date     Condition        Report By
 DE3297  HISTORY     - 1992     MONUMENTED       SCGS
 DE3297  HISTORY     - 20001204 GOOD             SCGS
 DE3297  HISTORY     - 20030922 GOOD             USPSQD
 DE3297
 DE3297                          STATION DESCRIPTION
 DE3297
 DE3297'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3297'STATION IS LOCATED IN GRANITEVILLE, 4.85 MILES (7.81 KM) WEST OF
 DE3297'AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3297'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3297'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 1, 78
 DE3297'AND STATE HIGHWAY 191 (MAIN STREET), 0.55 MILE (0.89 KM) SOUTH OF
 DE3297'GRANITEVILLE, GO NORTH ON HIGHWAY 191 FOR 0.6 MILE (1.0 KM) TO THE
 DE3297'JUNCTION OF STATE ROAD 70 (AIKEN ROAD) AND HIGHWAY 191 BEARS RIGHT
 DE3297'CROSSING A SET OF RAILROAD TRACKS, BEAR RIGHT ON HIGHWAY 191 (CANAL
 DE3297'STREET) FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 33
 DE3297'(AIKEN STREET) RIGHT AND JACKSON STREET LEFT AND THE STATION IN A
 DE3297'GRASSY STRIP BETWEEN THE CURB AND SIDEWALK IN THE SOUTHEAST ANGLE.
 DE3297'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3297'HIGHWAY, 5.0 FEET (1.5 M) SOUTH SOUTHWEST OF THE NORTH EDGE OF THE
 DE3297'CURB OF AIKEN STREET, 1.9 FEET (0.6 M) NORTH NORTHEAST OF THE NORTH
 DE3297'EDGE OF THE SIDEWALK OF AIKEN STREET, 2.6 FEET (0.8 M) EAST SOUTHEAST
 DE3297'OF THE EAST EDGE OF THE SIDEWALK OF THE HIGHWAY, 9.6 FEET (2.9 M)
 DE3297'NORTH NORTHEAST OF A POWER POLE NUMBER 94061 WITH SECURITY LIGHT, 8.4
 DE3297'FEET (2.6 M) EAST SOUTHEAST OF A TELEPHONE POLE, 10.2 FEET (3.1 M)
 DE3297'EAST OF A WITNESS POST.
 DE3297'DESCRIBED BY T. HALL.
 DE3297
 DE3297                          STATION RECOVERY (2000)
 DE3297
 DE3297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3297'STATION IS LOCATED 5.0 MILES (8.0 KM) WEST OF AIKEN. OWNERSHIP--SCDOT,
 DE3297'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3297'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DE3297'HIGHWAYS 1, 78 AND STATE HIGHWAY 191 (MAIN STREET) , 5.1 MILES (8.2
 DE3297'KM) WEST OF AIKEN, GO NORTH ON HIGHWAY 191 FOR 0.6 MILE (1.0 KM) TO
 DE3297'THE JUNCTION OF STATE ROAD 70 (AIKEN ROAD) , BEAR LEFT ON HIGHWAY 191
 DE3297'(CANAL STREET) FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT
 DE3297'NEAR A POWER POLE IN THE SOUTH ANGLE OF THE JUNCTION OF STATE ROAD 33
 DE3297'(AIKEN ROAD) RIGHT AND ASCAUGUA LAKE LEFT.  STATION IS A CONCRETE POST
 DE3297'FLUSH WITH THE GROUND AND LEVEL WITH A SIDEWALK, 1.7 FEET (0.5 M)
 DE3297'NORTH OF THE NORTH EDGE OF THE CONCRETE SIDEWALK, 17.0 FEET (5.2 M)
 DE3297'SOUTH OF THE CENTER OF ROAD 33, 24.7 FEET (7.5 M) EAST OF THE CENTER
 DE3297'OF THE HIGHWAY, 9.8 FEET (3.0 M) NORTH OF THE POWER POLE NUMBER 94061
 DE3297'WITH SECURITY LIGHT, 2.2 FEET (0.7 M) EAST OF THE EAST EDGE OF A
 DE3297'CONCRETE SIDEWALK, 4.9 FEET (1.5 M) SOUTH OF THE SOUTH EDGE OF THE
 DE3297'CONCRETE CURB, 8.2 FEET (2.5 M) EAST SOUTHEAST OF A WITNESS POST.
 DE3297'RECOVERED BY M.J. UGGIANO.
 DE3297
 DE3297                          STATION RECOVERY (2003)
 DE3297
 DE3297'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3379 ***********************************************************************
 DE3379  DESIGNATION -  2 007
 DE3379  PID         -  DE3379
 DE3379  STATE/COUNTY-  SC/AIKEN
 DE3379  USGS QUAD   -  GRANITEVILLE (1980)
 DE3379
 DE3379                         *CURRENT SURVEY CONTROL
 DE3379  ___________________________________________________________________
 DE3379* NAD 83(1986)-  33 31 34.     (N)    081 49 48.     (W)     SCALED    
 DE3379* NAVD 88     -        62.686  (meters)     205.66   (feet)  ADJUSTED  
 DE3379  ___________________________________________________________________
 DE3379  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DE3379  DYNAMIC HT  -          62.619 (meters)     205.44  (feet)  COMP
 DE3379  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 DE3379
 DE3379  VERT ORDER  -  FIRST     CLASS II
 DE3379
 DE3379.The horizontal coordinates were scaled from a topographic map and have
 DE3379.an estimated accuracy of +/- 6 seconds.
 DE3379
 DE3379.The orthometric height was determined by differential leveling
 DE3379.and adjusted by the National Geodetic Survey in April 1994..
 DE3379
 DE3379.The geoid height was determined by GEOID03.
 DE3379
 DE3379.The dynamic height is computed by dividing the NAVD 88
 DE3379.geopotential number by the normal gravity value computed on the
 DE3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3379.degrees latitude (g = 980.6199 gals.).
 DE3379
 DE3379.The modeled gravity was interpolated from observed gravity values.
 DE3379
 DE3379;                    North         East    Units  Estimated Accuracy
 DE3379;SPC SC       -   188,030.      532,510.      MT  (+/- 180 meters Scaled)
 DE3379
 DE3379                          SUPERSEDED SURVEY CONTROL
 DE3379
 DE3379.No superseded survey control is available for this station.
 DE3379
 DE3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT229099(NAD 83)
 DE3379_MARKER: DD = SURVEY DISK
 DE3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3379_SP_SET: CONCRETE POST
 DE3379_STAMPING: 2 007 1992
 DE3379_MARK LOGO: SCGS  
 DE3379_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3379+STABILITY: SURFACE MOTION
 DE3379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3379+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 DE3379
 DE3379  HISTORY     - Date     Condition        Report By
 DE3379  HISTORY     - 1992     MONUMENTED       SCGS
 DE3379  HISTORY     - 20001206 GOOD             SCGS
 DE3379  HISTORY     - 20031001 GOOD             USPSQD
 DE3379
 DE3379                          STATION DESCRIPTION
 DE3379
 DE3379'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3379'STATION IS LOCATED IN GLOVERVILLE, 6.55 MILES (10.54 KM) SOUTHWEST OF
 DE3379'AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3379'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3379'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3379'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3379'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 2.05 MILES (3.30 KM) TO
 DE3379'THE STATION NEAR A DECORATIVE BRICK PLANTER IN THE EAST ANGLE OF THE
 DE3379'JUNCTION OF STATE ROADS 202 (PINE STREET) AND 483.
 DE3379'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DE3379'THE HIGHWAY, 35.3 FEET (10.8 M) SOUTHEAST OF THE CENTER OF THE
 DE3379'HIGHWAY, 18.2 FEET (5.5 M) NORTHEAST OF THE CENTER OF ROAD 202, 4.2
 DE3379'FEET (1.3 M) SOUTH SOUTHEAST OF THE WEST CORNER OF THE BRICK PLANTER,
 DE3379'9.6 FEET (2.9 M) NORTH NORTHWEST OF THE CENTER OF A METAL DRAIL HOLE
 DE3379'COVER, 1.9 FEET (0.6 M) SOUTHWEST OF THE SOUTHWEST FACE OF THE BRICK
 DE3379'PLANTER, 1.9 FEET (0.6 M) SOUTHEAST OF A WITNESS POST.
 DE3379'DESCRIBED BY T. HALL.
 DE3379
 DE3379                          STATION RECOVERY (2000)
 DE3379
 DE3379'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3379'STATION IS LOCATED 6.7 MILES (10.8 KM) WEST SOUTHWEST OF AIKEN, 8.0
 DE3379'MILES (12.9 KM) EAST NORTHEAST OF NORTH AUGUSTA.  OWNERSHIP--SCDOT,
 DE3379'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3379'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3379'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81
 DE3379'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF
 DE3379'AIKEN, GO SOUTHWEST ON HIGHWAY 421 FOR 2.05 MILES (3.30 KM) TO THE
 DE3379'STATION ON THE LEFT NEAR THE WEST CORNER OF A SMALL BRICK WALL IN THE
 DE3379'EAST ANGLE OF THE JUNCTION OF STATE ROAD 202 (PINE STREET) .  STATION
 DE3379'IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE
 DE3379'HIGHWAY, 17.0 FEET (5.2 M) NORTHEAST OF THE CENTER OF ROAD 202, 10.0
 DE3379'FEET (3.0 M) NORTH NORTHWEST OF A STEEL MANHOLE COVER, 4.1 FEET (1.2
 DE3379'M) SOUTH OF THE WEST CORNER OF THE BRICK WALL, 6.3 FEET (1.9 M) WEST
 DE3379'NORTHWEST OF THE SOUTH CORNER OF THE BRICK WALL, 2.4 FEET (0.7 M)
 DE3379'NORTHEAST OF THE EAST EDGE OF ROAD 202 CURB, 0.9 FOOT (27.4 CM)
 DE3379'SOUTHWEST OF A WITNESS POST.  RECOVERED BY M.J.  UGGIANO.
 DE3379
 DE3379                          STATION RECOVERY (2003)
 DE3379
 DE3379'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3378 ***********************************************************************
 DE3378  DESIGNATION -  2 008
 DE3378  PID         -  DE3378
 DE3378  STATE/COUNTY-  SC/AIKEN
 DE3378  USGS QUAD   -  GRANITEVILLE (1980)
 DE3378
 DE3378                         *CURRENT SURVEY CONTROL
 DE3378  ___________________________________________________________________
 DE3378* NAD 83(1986)-  33 31 18.     (N)    081 50 07.     (W)     SCALED    
 DE3378* NAVD 88     -        55.907  (meters)     183.42   (feet)  ADJUSTED  
 DE3378  ___________________________________________________________________
 DE3378  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DE3378  DYNAMIC HT  -          55.847 (meters)     183.22  (feet)  COMP
 DE3378  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 DE3378
 DE3378  VERT ORDER  -  FIRST     CLASS II
 DE3378
 DE3378.The horizontal coordinates were scaled from a topographic map and have
 DE3378.an estimated accuracy of +/- 6 seconds.
 DE3378
 DE3378.The orthometric height was determined by differential leveling
 DE3378.and adjusted by the National Geodetic Survey in April 1994..
 DE3378
 DE3378.The geoid height was determined by GEOID03.
 DE3378
 DE3378.The dynamic height is computed by dividing the NAVD 88
 DE3378.geopotential number by the normal gravity value computed on the
 DE3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3378.degrees latitude (g = 980.6199 gals.).
 DE3378
 DE3378.The modeled gravity was interpolated from observed gravity values.
 DE3378
 DE3378;                    North         East    Units  Estimated Accuracy
 DE3378;SPC SC       -   187,540.      532,020.      MT  (+/- 180 meters Scaled)
 DE3378
 DE3378                          SUPERSEDED SURVEY CONTROL
 DE3378
 DE3378.No superseded survey control is available for this station.
 DE3378
 DE3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT224094(NAD 83)
 DE3378_MARKER: DD = SURVEY DISK
 DE3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3378_SP_SET: CONCRETE POST
 DE3378_STAMPING: 2 008 1992
 DE3378_MARK LOGO: SCGS  
 DE3378_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3378+STABILITY: SURFACE MOTION
 DE3378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3378+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 DE3378
 DE3378  HISTORY     - Date     Condition        Report By
 DE3378  HISTORY     - 1992     MONUMENTED       SCGS
 DE3378  HISTORY     - 20001206 GOOD             SCGS
 DE3378  HISTORY     - 20031001 GOOD             USPSQD
 DE3378
 DE3378                          STATION DESCRIPTION
 DE3378
 DE3378'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3378'STATION IS LOCATED 0.55 MILE (0.89 KM) NORTHEAST OF LANGLEY, 0.45 MILE
 DE3378'(0.72 KM) SOUTHWEST OF GLOVERVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3378'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3378'803-737-1350.
 DE3378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3378'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3378'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 2.05 MILES (3.30 KM) TO
 DE3378'THE JUNCTION OF STATE ROADS 202 (PINE STREET) AND 483, CONTINUE ON
 DE3378'HIGHWAY 421 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR A
 DE3378'BRICK SIGN FOR THE OUR LADY OF THE VALLEY CATHOLIC CHURCH.
 DE3378'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH
 DE3378'THE HIGHWAY, 3.8 FEET (1.2 M) SOUTH SOUTHEAST OF THE SOUTH EDGE OF A
 DE3378'SIDEWALK OF THE HIGHWAY, 75.5 FEET (23.0 M) WEST SOUTHWEST OF THE
 DE3378'CENTER OF THE EAST DRIVEWAY TO THE CHURCH, 59.5 FEET (18.1 M) EAST
 DE3378'NORTHEAST OF THE CENTER OF THE WEST DRIVEWAY TO THE CHURCH, 5.6 FEET
 DE3378'(1.7 M) NORTH NORTHWEST OF THE NORTH END OF THE BRICK SIGN.
 DE3378'DESCRIBED BY T. HALL.
 DE3378
 DE3378                          STATION RECOVERY (2000)
 DE3378
 DE3378'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3378'STATION IS LOCATED 7.1 MILES (11.4 KM) WEST SOUTHWEST OF AIKEN, 7.6
 DE3378'MILES (12.2 KM) EAST NORTHEAST OF NORTH AUGUSTA.  OWNERSHIP--SCDOT,
 DE3378'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3378'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3378'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81
 DE3378'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF
 DE3378'AIKEN, GO SOUTHWEST ON HIGHWAY 421 FOR 2.45 MILES (3.94 KM) TO THE
 DE3378'STATION ON THE LEFT NEAR A SIGN FOR OUR LADY OF THE VALLEY CHURCH.
 DE3378'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH
 DE3378'THE HIGHWAY, 32.3 FEET (9.8 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 DE3378'HIGHWAY, 59.3 FEET (18.1 M) EAST NORTHEAST OF THE CENTER OF THE
 DE3378'WESTERN ENTRANCE DRIVEWAY, 76.2 FEET (23.2 M) WEST SOUTHWEST OF THE
 DE3378'CENTER OF THE EAST ENTRANCE DRIVEWAY, 6.2 FEET (1.9 M) NORTH NORTHWEST
 DE3378'OF THE NORTH END OF THE BRICK SIGN, 4.2 FEET (1.3 M) SOUTH SOUTHEAST
 DE3378'OF THE SOUTH EDGE OF A SIDEWALK.  RECOVERED BY M.J. UGGIANO.
 DE3378
 DE3378                          STATION RECOVERY (2003)
 DE3378
 DE3378'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3377 ***********************************************************************
 DE3377  DESIGNATION -  2 009
 DE3377  PID         -  DE3377
 DE3377  STATE/COUNTY-  SC/AIKEN
 DE3377  USGS QUAD   -  GRANITEVILLE (1980)
 DE3377
 DE3377                         *CURRENT SURVEY CONTROL
 DE3377  ___________________________________________________________________
 DE3377* NAD 83(2001)-  33 30 45.90113(N)    081 51 07.46116(W)     ADJUSTED  
 DE3377* NAVD 88     -        57.302  (meters)     188.00   (feet)  ADJUSTED  
 DE3377  ___________________________________________________________________
 DE3377  X           -     754,469.351 (meters)                     COMP
 DE3377  Y           -  -5,269,574.936 (meters)                     COMP
 DE3377  Z           -   3,501,528.347 (meters)                     COMP
 DE3377  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DE3377  ELLIP HEIGHT-          26.95  (meters)          (03/13/03) GPS OBS
 DE3377  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DE3377  DYNAMIC HT  -          57.240 (meters)     187.79  (feet)  COMP
 DE3377  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 DE3377
 DE3377  HORZ ORDER  -  FIRST
 DE3377  VERT ORDER  -  FIRST     CLASS II
 DE3377  ELLP ORDER  -  FOURTH    CLASS II
 DE3377
 DE3377.The horizontal coordinates were established by GPS observations
 DE3377.and adjusted by the National Geodetic Survey in March 2003..
 DE3377
 DE3377.The orthometric height was determined by differential leveling
 DE3377.and adjusted by the National Geodetic Survey in April 1994..
 DE3377
 DE3377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3377
 DE3377.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3377
 DE3377.The ellipsoidal height was determined by GPS observations
 DE3377.and is referenced to NAD 83.
 DE3377
 DE3377.The geoid height was determined by GEOID03.
 DE3377
 DE3377.The dynamic height is computed by dividing the NAVD 88
 DE3377.geopotential number by the normal gravity value computed on the
 DE3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3377.degrees latitude (g = 980.6199 gals.).
 DE3377
 DE3377.The modeled gravity was interpolated from observed gravity values.
 DE3377
 DE3377;                    North         East     Units Scale Factor Converg.
 DE3377;SPC SC       -   186,567.467   530,451.799   MT  0.99979737   -0 28 20.6
 DE3377;SPC SC       -   612,097.99  1,740,327.42   iFT  0.99979737   -0 28 20.6
 DE3377;UTM  17      - 3,708,457.733   420,865.380   MT  0.99967720   -0 28 13.7
 DE3377
 DE3377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3377!SPC SC       -   0.99999577  x   0.99979737  =   0.99979314
 DE3377!UTM  17      -   0.99999577  x   0.99967720  =   0.99967297
 DE3377
 DE3377                          SUPERSEDED SURVEY CONTROL
 DE3377
 DE3377  NAD 83(1986)-  33 30 45.90688(N)    081 51 07.45440(W) AD(       ) 1
 DE3377  NAD 83(1995)-  33 30 45.90178(N)    081 51 07.46050(W) AD(       ) 1
 DE3377  ELLIP H (11/18/02)   27.02   (m)                       GP(       ) 4 2
 DE3377  NAVD 88 (11/18/02)   57.30   (m)          188.0    (f) LEVELING    3  
 DE3377
 DE3377.Superseded values are not recommended for survey control.
 DE3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3377.See file dsdata.txt to determine how the superseded data were derived.
 DE3377
 DE3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2086508458(NAD 83)
 DE3377_MARKER: DD = SURVEY DISK
 DE3377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3377_SP_SET: CONCRETE POST
 DE3377_STAMPING: 2 009 1992
 DE3377_MARK LOGO: SCGS  
 DE3377_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3377+STABILITY: SURFACE MOTION
 DE3377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3377+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 DE3377
 DE3377  HISTORY     - Date     Condition        Report By
 DE3377  HISTORY     - 1992     MONUMENTED       SCGS
 DE3377  HISTORY     - 20001206 GOOD             SCGS
 DE3377  HISTORY     - 20031001 GOOD             USPSQD
 DE3377
 DE3377                          STATION DESCRIPTION
 DE3377
 DE3377'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3377'STATION IS LOCATED IN BURNETTOWN, 0.9 MILE (1.4 KM) NORTHEAST OF BATH.
 DE3377'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3377'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3377'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3377'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 3.4 MILES (5.5 KM) TO
 DE3377'THE JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD), CONTINUE ON HIGHWAY
 DE3377'421 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 702 (ROYAL
 DE3377'STREET)AND THE STATION NEAR A POWER POLE IN THE SOUTH ANGLE OF THE
 DE3377'JUNCTION.
 DE3377'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DE3377'THE HIGHWAY, 3.8 FEET (1.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 DE3377'SIDEWALK OF THE HIGHWAY, 1.5 FEET (0.5 M) NORTH OF THE POWER POLE
 DE3377'C-39136/28 WITH TWO SECURITY LIGHTS, 24.5 FEET (7.5 M) SOUTHWEST OF
 DE3377'THE CENTER OF ROAD 702, 11.0 FEET (3.4 M) SOUTH OF THE CENTER OF A
 DE3377'METAL SEWER COVER SET INTO THE SIDEWALK, 41.5 FEET (12.6 M) SOUTH
 DE3377'SOUTHWEST OF A NEARLY BURIED FIRE HYDRANT, 1.5 FEET (0.5 M) NORTH OF
 DE3377'A WITNESS POST.
 DE3377'DESCRIBED BY T. HALL.
 DE3377
 DE3377                          STATION RECOVERY (2000)
 DE3377
 DE3377'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3377'STATION IS LOCATED 6.5 MILES (10.5 KM) EAST OF NORTH AUGUSTA, 8.2
 DE3377'MILES (13.2 KM) WEST SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR
 DE3377'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3377'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3377'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81
 DE3377'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF
 DE3377'AIKEN, GO SOUTHWEST ON HIGHWAY 421 FOR 3.6 MILES (5.8 KM) TO THE
 DE3377'STATION ON THE LEFT NEAR A POWER POLE IN THE SOUTH ANGLE OF THE
 DE3377'JUNCTION OF STATE ROAD 702 (ROYAL STREET) .  STATION IS A CONCRETE
 DE3377'POST RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW A
 DE3377'SIDEWALK, 4.1 FEET (1.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 DE3377'SIDEWALK, 1.7 FEET (0.5 M) NORTH OF THE POWER POLE 100/C-39136/28 WITH
 DE3377'SECURITY LIGHT, 11.1 FEET (3.4 M) SOUTH OF A SEWER MANHOLE COVER, 23.3
 DE3377'FEET (7.1 M) SOUTHWEST OF THE CENTER OF ROAD 702, 41.8 FEET (12.7 M)
 DE3377'SOUTHWEST OF A PARTIALLY BURIED FIRE HYDRANT, 1.5 FEET (0.5 M) NORTH
 DE3377'OF A WITNESS POST.  RECOVERED BY M.J.  UGGIANO.
 DE3377
 DE3377                          STATION RECOVERY (2003)
 DE3377
 DE3377'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3376 ***********************************************************************
 DE3376  DESIGNATION -  2 010
 DE3376  PID         -  DE3376
 DE3376  STATE/COUNTY-  SC/AIKEN
 DE3376  USGS QUAD   -  GRANITEVILLE (1980)
 DE3376
 DE3376                         *CURRENT SURVEY CONTROL
 DE3376  ___________________________________________________________________
 DE3376* NAD 83(1986)-  33 30 44.     (N)    081 50 45.     (W)     SCALED    
 DE3376* NAVD 88     -        69.018  (meters)     226.44   (feet)  ADJUSTED  
 DE3376  ___________________________________________________________________
 DE3376  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DE3376  DYNAMIC HT  -          68.943 (meters)     226.19  (feet)  COMP
 DE3376  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DE3376
 DE3376  VERT ORDER  -  FIRST     CLASS II
 DE3376
 DE3376.The horizontal coordinates were scaled from a topographic map and have
 DE3376.an estimated accuracy of +/- 6 seconds.
 DE3376
 DE3376.The orthometric height was determined by differential leveling
 DE3376.and adjusted by the National Geodetic Survey in April 1994..
 DE3376
 DE3376.The geoid height was determined by GEOID03.
 DE3376
 DE3376.The dynamic height is computed by dividing the NAVD 88
 DE3376.geopotential number by the normal gravity value computed on the
 DE3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3376.degrees latitude (g = 980.6199 gals.).
 DE3376
 DE3376.The modeled gravity was interpolated from observed gravity values.
 DE3376
 DE3376;                    North         East    Units  Estimated Accuracy
 DE3376;SPC SC       -   186,500.      531,030.      MT  (+/- 180 meters Scaled)
 DE3376
 DE3376                          SUPERSEDED SURVEY CONTROL
 DE3376
 DE3376.No superseded survey control is available for this station.
 DE3376
 DE3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT214083(NAD 83)
 DE3376_MARKER: DD = SURVEY DISK
 DE3376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3376_SP_SET: CONCRETE POST
 DE3376_STAMPING: 2 010 1992
 DE3376_MARK LOGO: SCGS  
 DE3376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3376+STABILITY: SURFACE MOTION
 DE3376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3376+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 DE3376
 DE3376  HISTORY     - Date     Condition        Report By
 DE3376  HISTORY     - 1992     MONUMENTED       SCGS
 DE3376  HISTORY     - 20001206 GOOD             SCGS
 DE3376  HISTORY     - 20031001 GOOD             USPSQD
 DE3376
 DE3376                          STATION DESCRIPTION
 DE3376
 DE3376'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3376'STATION IS LOCATED 0.4 MILE (0.6 KM) EAST OF LANGLEY.
 DE3376'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3376'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3376'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3376'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3376'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 3.4 MILES (5.5 KM) TO
 DE3376'THE JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD), TURN LEFT ON ROAD 66
 DE3376'FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 DE3376'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DE3376'THE ROAD, 21.3 FEET (6.5 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 DE3376'2.0 FEET (0.6 M) NORTH OF THE POWER POLE C-45488, 84.8 FEET (25.8 M)
 DE3376'NORTHWEST OF THE NORTHWEST END OF A 2.0-FOOT CONCRETE PIPE CULVERT
 DE3376'BENEATH A DRIVEWAY TO A BRICK HOUSE NUMBER 107, 39.0 FEET (11.9 M)
 DE3376'SOUTH SOUTHEAST OF THE SOUTHEAST END OF A 2.0-FOOT CONCRETE PIPE
 DE3376'CULVERT BENEATH A DRIVEWAY TO A VACANT LOT, 56.8 FEET (17.3 M) NORTH
 DE3376'NORTHEAST OF THE NORTH CORNER OF A BRICK HOUSE NUMBER 107, 1.4 FEET
 DE3376'(0.4 M) NORTH OF A WITNESS POST.
 DE3376'DESCRIBED BY T. HALL.
 DE3376
 DE3376                          STATION RECOVERY (2000)
 DE3376
 DE3376'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3376'STATION IS LOCATED 6.9 MILES (11.1 KM) EAST OF NORTH AUGUSTA, 7.9
 DE3376'MILES (12.7 KM) WEST SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR
 DE3376'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3376'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3376'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81
 DE3376'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF
 DE3376'AIKEN, GO SOUTHWEST ON HIGHWAY 421 3.35 MILES (5.39 KM) TO THE
 DE3376'JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD) , TURN LEFT ON ROAD 66 FOR
 DE3376'0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE
 DE3376'C-45488 WITH A TRANSFORMER AND SECURITY LIGHT.  STATION IS A CONCRETE
 DE3376'POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 22.0 FEET
 DE3376'(6.7 M) SOUTHWEST OF THE CENTER OF THE ROAD, 2.2 FEET (0.7 M) NORTH OF
 DE3376'THE POWER POLE, 39.6 FEET (12.1 M) SOUTHEAST OF THE SOUTHEAST END OF A
 DE3376'1.5-FOOT CONCRETE PIPE CULVERT BENEATH A GRAVEL DRIVE INTO A SAND PIT,
 DE3376'58.8 FEET (17.9 M) NORTH NORTHEAST OF THE NORTH CORNER OF A HOUSE
 DE3376'NUMBER 162, 1.5 FEET (0.5 M) NORTH OF A WITNESS POST. RECOVERED BY
 DE3376'M.J.  UGGIANO.
 DE3376
 DE3376                          STATION RECOVERY (2003)
 DE3376
 DE3376'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3375 ***********************************************************************
 DE3375  DESIGNATION -  2 011
 DE3375  PID         -  DE3375
 DE3375  STATE/COUNTY-  SC/AIKEN
 DE3375  USGS QUAD   -  GRANITEVILLE (1980)
 DE3375
 DE3375                         *CURRENT SURVEY CONTROL
 DE3375  ___________________________________________________________________
 DE3375* NAD 83(2001)-  33 30 15.72272(N)    081 50 34.60052(W)     ADJUSTED  
 DE3375* NAVD 88     -        91.494  (meters)     300.18   (feet)  ADJUSTED  
 DE3375  ___________________________________________________________________
 DE3375  X           -     755,385.722 (meters)                     COMP
 DE3375  Y           -  -5,269,990.954 (meters)                     COMP
 DE3375  Z           -   3,500,771.939 (meters)                     COMP
 DE3375  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DE3375  ELLIP HEIGHT-          61.09  (meters)          (03/13/03) GPS OBS
 DE3375  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DE3375  DYNAMIC HT  -          91.395 (meters)     299.85  (feet)  COMP
 DE3375  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 DE3375
 DE3375  HORZ ORDER  -  FIRST
 DE3375  VERT ORDER  -  FIRST     CLASS II
 DE3375  ELLP ORDER  -  FOURTH    CLASS II
 DE3375
 DE3375.The horizontal coordinates were established by GPS observations
 DE3375.and adjusted by the National Geodetic Survey in March 2003..
 DE3375
 DE3375.The orthometric height was determined by differential leveling
 DE3375.and adjusted by the National Geodetic Survey in April 1994..
 DE3375
 DE3375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3375
 DE3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3375
 DE3375.The ellipsoidal height was determined by GPS observations
 DE3375.and is referenced to NAD 83.
 DE3375
 DE3375.The geoid height was determined by GEOID03.
 DE3375
 DE3375.The dynamic height is computed by dividing the NAVD 88
 DE3375.geopotential number by the normal gravity value computed on the
 DE3375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3375.degrees latitude (g = 980.6199 gals.).
 DE3375
 DE3375.The modeled gravity was interpolated from observed gravity values.
 DE3375
 DE3375;                    North         East     Units Scale Factor Converg.
 DE3375;SPC SC       -   185,630.957   531,292.085   MT  0.99979778   -0 28 02.4
 DE3375;SPC SC       -   609,025.45  1,743,084.27   iFT  0.99979778   -0 28 02.4
 DE3375;UTM  17      - 3,707,521.365   421,705.596   MT  0.99967557   -0 27 55.2
 DE3375
 DE3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3375!SPC SC       -   0.99999041  x   0.99979778  =   0.99978819
 DE3375!UTM  17      -   0.99999041  x   0.99967557  =   0.99966598
 DE3375
 DE3375                          SUPERSEDED SURVEY CONTROL
 DE3375
 DE3375  NAD 83(1986)-  33 30 15.72847(N)    081 50 34.59367(W) AD(       ) 1
 DE3375  NAD 83(1995)-  33 30 15.72337(N)    081 50 34.59983(W) AD(       ) 1
 DE3375  ELLIP H (11/18/02)   61.16   (m)                       GP(       ) 4 2
 DE3375  NAVD 88 (11/18/02)   91.49   (m)          300.2    (f) LEVELING    3  
 DE3375
 DE3375.Superseded values are not recommended for survey control.
 DE3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3375.See file dsdata.txt to determine how the superseded data were derived.
 DE3375
 DE3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2170607521(NAD 83)
 DE3375_MARKER: DD = SURVEY DISK
 DE3375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3375_SP_SET: CONCRETE POST
 DE3375_STAMPING: 2 011 1992
 DE3375_MARK LOGO: SCGS  
 DE3375_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3375+STABILITY: SURFACE MOTION
 DE3375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3375+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2000
 DE3375
 DE3375  HISTORY     - Date     Condition        Report By
 DE3375  HISTORY     - 1992     MONUMENTED       SCGS
 DE3375  HISTORY     - 20001206 GOOD             SCGS
 DE3375
 DE3375                          STATION DESCRIPTION
 DE3375
 DE3375'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3375'STATION IS LOCATED 0.8 MILE (1.3 KM) SOUTHEAST OF BURNETTOWN, 0.95
 DE3375'MILE (1.53 KM) SOUTH OF LANGLEY. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3375'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3375'803-737-1350.
 DE3375'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3375'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3375'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 3.4 MILES (5.5 KM) TO
 DE3375'THE JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD), TURN LEFT ON ROAD 66
 DE3375'FOR 0.9 MILE (1.4 KM) TO HANNA DRIVE (SAND ROAD) RIGHT AND THE
 DE3375'STATION IN THE NORTHEAST CORNER OF THE YARD OF THE SAINT JOHN BAPTIST
 DE3375'CHURCH IN THE SOUTHWEST ANGLE OF THE DRIVE.
 DE3375'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 3.0 FEET
 DE3375'(0.9 M) ABOVE ROAD 66, 36.3 FEET (11.1 M) WEST OF THE CENTER OF ROAD
 DE3375'66, 22.0 FEET (6.7 M) SOUTH OF THE CENTER OF HANNA DRIVE, 35.8 FEET
 DE3375'(10.9 M) EAST NORTHEAST OF A SECURITY LIGHT POLE, 90.5 FEET (27.6 M)
 DE3375'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 49.7 FEET (15.1 M)
 DE3375'NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE STEPS AT THE
 DE3375'SIDEWALK IN FRONT OF THE CHURCH, 13.8 FEET (4.2 M) SOUTHWEST OF A
 DE3375'WITNESS POST.
 DE3375'DESCRIBED BY T. HALL.
 DE3375
 DE3375                          STATION RECOVERY (2000)
 DE3375
 DE3375'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3375'STATION IS LOCATED 7.0 MILES (11.3 KM) EAST OF NORTH AUGUSTA, 8.0
 DE3375'MILES (12.9 KM) WEST SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR
 DE3375'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3375'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3375'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81
 DE3375'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF
 DE3375'AIKEN, GO SOUTHWEST ON HIGHWAY 421 FOR 3.35 MILES (5.39 KM) TO THE
 DE3375'JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD) , TURN LEFT ON ROAD 66 FOR
 DE3375'0.9 MILE (1.4 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 DE3375'NORTHEAST CORNER OF THE FRONT YARD OF THE SAINT JOHNS BAPTIST CHURCH
 DE3375'IN THE SOUTHWEST ANGLE OF HANNAH DRIVE (GRAVEL ROAD) . STATION IS A
 DE3375'CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 3.0 FEET (0.9 M) ABOVE
 DE3375'ROAD 66, 22.2 FEET (6.8 M) SOUTH OF THE CENTER OF HANNA DRIVE, 37.0
 DE3375'FEET (11.3 M) WEST OF THE CENTER OF ROAD 66, 50.2 FEET (15.3 M) NORTH
 DE3375'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE STEPS IN FRONT OF
 DE3375'THE CHURCH, 36.0 FEET (11.0 M) EAST NORTHEAST OF THE POWER POLE NUMBER
 DE3375'68227 WITH SECURITY LIGHT, 14.2 FEET (4.3 M) SOUTHEAST OF A WITNESS
 DE3375'POST.  RECOVERED M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3374 ***********************************************************************
 DE3374  DESIGNATION -  2 012
 DE3374  PID         -  DE3374
 DE3374  STATE/COUNTY-  SC/AIKEN
 DE3374  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3374
 DE3374                         *CURRENT SURVEY CONTROL
 DE3374  ___________________________________________________________________
 DE3374* NAD 83(1986)-  33 29 30.     (N)    081 50 27.     (W)     SCALED    
 DE3374* NAVD 88     -       109.577  (meters)     359.50   (feet)  ADJUSTED  
 DE3374  ___________________________________________________________________
 DE3374  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DE3374  DYNAMIC HT  -         109.459 (meters)     359.12  (feet)  COMP
 DE3374  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 DE3374
 DE3374  VERT ORDER  -  FIRST     CLASS II
 DE3374
 DE3374.The horizontal coordinates were scaled from a topographic map and have
 DE3374.an estimated accuracy of +/- 6 seconds.
 DE3374
 DE3374.The orthometric height was determined by differential leveling
 DE3374.and adjusted by the National Geodetic Survey in April 1994..
 DE3374
 DE3374.The geoid height was determined by GEOID03.
 DE3374
 DE3374.The dynamic height is computed by dividing the NAVD 88
 DE3374.geopotential number by the normal gravity value computed on the
 DE3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3374.degrees latitude (g = 980.6199 gals.).
 DE3374
 DE3374.The modeled gravity was interpolated from observed gravity values.
 DE3374
 DE3374;                    North         East    Units  Estimated Accuracy
 DE3374;SPC SC       -   184,220.      531,480.      MT  (+/- 180 meters Scaled)
 DE3374
 DE3374                          SUPERSEDED SURVEY CONTROL
 DE3374
 DE3374.No superseded survey control is available for this station.
 DE3374
 DE3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT218061(NAD 83)
 DE3374_MARKER: DD = SURVEY DISK
 DE3374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3374_SP_SET: CONCRETE POST
 DE3374_STAMPING: 2 012 1992
 DE3374_MARK LOGO: SCGS  
 DE3374_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3374+STABILITY: SURFACE MOTION
 DE3374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3374+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DE3374
 DE3374  HISTORY     - Date     Condition        Report By
 DE3374  HISTORY     - 1992     MONUMENTED       SCGS
 DE3374  HISTORY     - 20001206 MARK NOT FOUND   SCGS
 DE3374
 DE3374                          STATION DESCRIPTION
 DE3374
 DE3374'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3374'STATION IS LOCATED 1.55 MILES (2.49 KM) SOUTH SOUTHEAST OF BURNETTOWN,
 DE3374'1.7 MILES (2.7 KM) SOUTHWEST OF BATH. OWNERSHIP--AIKEN COUNTY
 DE3374'SANITARY LANDFILL, SOLID WASTE SITE NUMBER 2, LANGLEY MINI-LANDFILL,
 DE3374'PUBLIC WORKS ENGINEERS OFFICE, COUNTY COMPLEX ROOM 237, 828 RICHLAND
 DE3374'AVENUE WEST, AIKEN, SC 29801, PHONE 803-642-1533.
 DE3374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3374'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3374'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 3.4 MILES (5.5 KM) TO
 DE3374'THE JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD), TURN LEFT ON ROAD 66
 DE3374'FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF STATE ROAD 47 (LEE DRIVE),
 DE3374'CONTINUE ON ROAD 66 FOR 0.4 MILE (0.6 KM) TO THE NORTH ONE OF TWO
 DE3374'DRIVEWAYS RIGHT TO THE AIKEN COUNTY LANDFILL AND THE STATION NEAR THE
 DE3374'FENCE LINE AT AN ASPHALT RAMP AT A HOUSEHOLD GARBAGE DUMP SITE.
 DE3374'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DE3374'THE ROAD, 78.0 FEET (23.8 M) WEST OF THE CENTER OF ROAD 66, 23.0 FEET
 DE3374'(7.0 M) SOUTH SOUTHWEST OF THE EAST CORNER POST OF A CHAIN LINK FENCE
 DE3374'AT AN ASPHALT RAMP AT A GARBAGE DUMP SITE, 3.2 FEET (1.0 M) EAST
 DE3374'SOUTHEAST OF THE FENCE LINE, 22.6 FEET (6.9 M) SOUTH SOUTHWEST OF THE
 DE3374'SOUTH ONE OF TWO GATE POSTS AT THE DUMPSTER PLATFORM SITE, 57.2 FEET
 DE3374'(17.4 M) WEST OF THE SOUTH END OF A 2.0-FOOT METAL PIPE CULVERT
 DE3374'BENEATH THE NORTH ACCESS DRIVEWAY, 2.7 FEET (0.8 M) EAST SOUTHEAST OF
 DE3374'A WITNESS POST.
 DE3374'DESCRIBED BY T. HALL.
 DE3374
 DE3374                          STATION RECOVERY (2000)
 DE3374
 DE3374'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3374'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, PRESUMED
 DE3374'DESTROYED.  RECOVERY BY M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3358 ***********************************************************************
 DE3358  DESIGNATION -  2 013
 DE3358  PID         -  DE3358
 DE3358  STATE/COUNTY-  SC/AIKEN
 DE3358  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3358
 DE3358                         *CURRENT SURVEY CONTROL
 DE3358  ___________________________________________________________________
 DE3358* NAD 83(1986)-  33 28 44.     (N)    081 50 22.     (W)     SCALED    
 DE3358* NAVD 88     -       144.250  (meters)     473.26   (feet)  ADJUSTED  
 DE3358  ___________________________________________________________________
 DE3358  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DE3358  DYNAMIC HT  -         144.093 (meters)     472.75  (feet)  COMP
 DE3358  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 DE3358
 DE3358  VERT ORDER  -  FIRST     CLASS II
 DE3358
 DE3358.The horizontal coordinates were scaled from a topographic map and have
 DE3358.an estimated accuracy of +/- 6 seconds.
 DE3358
 DE3358.The orthometric height was determined by differential leveling
 DE3358.and adjusted by the National Geodetic Survey in April 1994..
 DE3358
 DE3358.The geoid height was determined by GEOID03.
 DE3358
 DE3358.The dynamic height is computed by dividing the NAVD 88
 DE3358.geopotential number by the normal gravity value computed on the
 DE3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3358.degrees latitude (g = 980.6199 gals.).
 DE3358
 DE3358.The modeled gravity was interpolated from observed gravity values.
 DE3358
 DE3358;                    North         East    Units  Estimated Accuracy
 DE3358;SPC SC       -   182,800.      531,590.      MT  (+/- 180 meters Scaled)
 DE3358
 DE3358                          SUPERSEDED SURVEY CONTROL
 DE3358
 DE3358.No superseded survey control is available for this station.
 DE3358
 DE3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT220046(NAD 83)
 DE3358_MARKER: DD = SURVEY DISK
 DE3358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3358_SP_SET: CONCRETE POST
 DE3358_STAMPING: 2 013 1992
 DE3358_MARK LOGO: SCGS  
 DE3358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3358+STABILITY: SURFACE MOTION
 DE3358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3358+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2000
 DE3358
 DE3358  HISTORY     - Date     Condition        Report By
 DE3358  HISTORY     - 1992     MONUMENTED       SCGS
 DE3358  HISTORY     - 20001206 GOOD             SCGS
 DE3358
 DE3358                          STATION DESCRIPTION
 DE3358
 DE3358'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3358'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTH SOUTHEAST OF BURNETTOWN,
 DE3358'2.4 MILES (3.9 KM) SOUTHEAST OF BATH. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3358'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3358'803-737-1350.
 DE3358'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3358'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE)IN
 DE3358'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 3.4 MILES (5.5 KM) TO
 DE3358'THE JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD), TURN LEFT ON ROAD 66
 DE3358'FOR 2.55 MILES (4.10 KM) TO THE JUNCTION OF STATE ROAD 65 (PINE LOG
 DE3358'ROAD), TURN RIGHT ON ROAD 65 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION
 DE3358'OF STATE ROAD 778 (HERNDON DAIRY ROAD) AND THE STATION NEAR A POWER
 DE3358'POLE IN THE NORTHEAST ANGLE OF THE JUNCTION.
 DE3358'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3358'(15.2 CM) ABOVE ROAD 778, 77.4 FEET (23.6 M) EAST SOUTHEAST OF THE
 DE3358'CENTER OF ROAD 65, 31.6 FEET (9.6 M) NORTH NORTHEAST OF THE CENTER OF
 DE3358'ROAD 778, 2.5 FEET (0.8 M) NORTH OF THE POWER POLE NUMBER
 DE3358'30347/2577090 WITH TRANSFORMER AND TWO GUY WIRES, 24.2 FEET (7.4 M)
 DE3358'EAST SOUTHEAST OF A METAL BURIED GAS LINE PIPE VENT, 7.6 FEET (2.3 M)
 DE3358'SOUTHWEST OF THE SOUTHWEST MOST ONE OF TWO GUY WIRE ANCHORS, 2.9 FEET
 DE3358'(0.9 M) NORTH OF A WITNESS POST.
 DE3358'DESCRIBED BY T. HALL.
 DE3358
 DE3358                          STATION RECOVERY (2000)
 DE3358
 DE3358'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3358'STATION IS LOCATED 7.4 MILES (11.9 KM) EAST OF NORTH AUGUSTA, 8.8
 DE3358'MILES (14.2 KM) SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3358'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3358'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3358'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81
 DE3358'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF
 DE3358'AIKEN, GO SOUTHWEST ON HIGHWAY 421 3.35 MILES (5.39 KM) TO THE
 DE3358'JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD) , TURN LEFT ON ROAD 66 FOR
 DE3358'2.55 MILES (4.10 KM) TO THE JUNCTION OF STATE ROAD 65 (PINE LOG ROAD)
 DE3358', TURN RIGHT ON ROAD 65 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE
 DE3358'LEFT NEAR A POWER POLE IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD
 DE3358'778 (HERDON DAIRY ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE
 DE3358'GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 31.4 FEET (9.6 M) NORTH
 DE3358'NORTHEAST OF THE CENTER OF ROAD 778, 1.6 FEET (0.5 M) NORTH OF THE
 DE3358'POWER POLE NUMBER 30347/257700 WITH TRANSFORMER, 3.8 FEET (1.2 M) EAST
 DE3358'OF THE EAST CORNER OF A TELEPHONE JUNCTION BOX, 7.5 FEET (2.3 M) SOUTH
 DE3358'OF TELEPHONE POLE WITH METER AND A 1-FOOT BY 2.5-FOOT POWER SUPPLY
 DE3358'BOX, 1.6 FEET (0.5 M) NORTH OF A WITNESS POST. RECOVERED BY M.J.
 DE3358'UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3359 ***********************************************************************
 DE3359  DESIGNATION -  2 014
 DE3359  PID         -  DE3359
 DE3359  STATE/COUNTY-  SC/AIKEN
 DE3359  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3359
 DE3359                         *CURRENT SURVEY CONTROL
 DE3359  ___________________________________________________________________
 DE3359* NAD 83(1986)-  33 29 14.     (N)    081 49 37.     (W)     SCALED    
 DE3359* NAVD 88     -       138.173  (meters)     453.32   (feet)  ADJUSTED  
 DE3359  ___________________________________________________________________
 DE3359  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DE3359  DYNAMIC HT  -         138.023 (meters)     452.83  (feet)  COMP
 DE3359  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 DE3359
 DE3359  VERT ORDER  -  FIRST     CLASS II
 DE3359
 DE3359.The horizontal coordinates were scaled from a topographic map and have
 DE3359.an estimated accuracy of +/- 6 seconds.
 DE3359
 DE3359.The orthometric height was determined by differential leveling
 DE3359.and adjusted by the National Geodetic Survey in April 1994..
 DE3359
 DE3359.The geoid height was determined by GEOID03.
 DE3359
 DE3359.The dynamic height is computed by dividing the NAVD 88
 DE3359.geopotential number by the normal gravity value computed on the
 DE3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3359.degrees latitude (g = 980.6199 gals.).
 DE3359
 DE3359.The modeled gravity was interpolated from observed gravity values.
 DE3359
 DE3359;                    North         East    Units  Estimated Accuracy
 DE3359;SPC SC       -   183,720.      532,760.      MT  (+/- 180 meters Scaled)
 DE3359
 DE3359                          SUPERSEDED SURVEY CONTROL
 DE3359
 DE3359.No superseded survey control is available for this station.
 DE3359
 DE3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT231056(NAD 83)
 DE3359_MARKER: DD = SURVEY DISK
 DE3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3359_SP_SET: CONCRETE POST
 DE3359_STAMPING: 2 014 1992
 DE3359_MARK LOGO: SCGS  
 DE3359_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3359+STABILITY: SURFACE MOTION
 DE3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3359+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 DE3359
 DE3359  HISTORY     - Date     Condition        Report By
 DE3359  HISTORY     - 1992     MONUMENTED       SCGS
 DE3359  HISTORY     - 20001212 GOOD             SCGS
 DE3359
 DE3359                          STATION DESCRIPTION
 DE3359
 DE3359'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3359'STATION IS LOCATED 2.25 MILES (3.62 KM) SOUTHEAST OF BURNETTOWN, 7.8
 DE3359'MILES (12.6 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3359'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3359'803-737-1350.
 DE3359'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3359'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE)IN
 DE3359'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 3.4 MILES (5.5 KM) TO
 DE3359'THE JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD), TURN LEFT ON ROAD 66
 DE3359'FOR 2.55 MILES (4.10 KM) TO THE JUNCTION OF STATE ROAD 65 (PINE LOG
 DE3359'ROAD), TURN LEFT ON ROAD 65 FOR 0.75 MILE (1.21 KM) TO THE STATION ON
 DE3359'THE LEFT NEAR A POWER POLE AND AN OLD ABANDONED WOODEN GAS STATION.
 DE3359'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M)
 DE3359'ABOVE THE ROAD, 25.4 FEET (7.7 M) NORTH NORTHWEST OF THE CENTER OF THE
 DE3359'ROAD, 3.5 FEET (1.1 M) NORTHEAST OF THE POWER POLE NUMBER 152727 WITH
 DE3359'A GUY WIRE, 3.8 FEET (1.2 M) SOUTHEAST OF THE GUY WIRE ANCHOR, 4.6
 DE3359'FEET (1.4 M) SOUTH SOUTHEAST OF THE FENCE LINE AROUND THE GAS STATION
 DE3359'PROPERTY, 19.0 FEET (5.8 M) WEST SOUTHWEST OF THE SOUTHEAST CORNER
 DE3359'FENCE POST OF THE FENCE AROUND THE GAS STATION PROPERTY, 4.6 FEET
 DE3359'(1.4 M) SOUTHEAST OF A WITNESS POST.
 DE3359'DESCRIBED BY T. HALL.
 DE3359
 DE3359                          STATION RECOVERY (2000)
 DE3359
 DE3359'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3359'STATION IS LOCATED 7.9 MILES (12.7 KM) SOUTHWEST OF AIKEN, 8.0 MILES
 DE3359'(12.9 KM) EAST OF NORTH AUGUSTA.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3359'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3359'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3359'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81
 DE3359'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF
 DE3359'AIKEN, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.5 MILES (4.0 KM) TO THE
 DE3359'JUNCTION OF STATE ROAD 87 (PINE LOG ROAD) , TURN RIGHT ON ROAD 87 FOR
 DE3359'2.8 MILES (4.5 KM) TO THE JUNCTION OF STATE ROAD 65 (PINE HEIGHTS
 DE3359'ROAD) , BEAR LEFT ON ROAD 65 FOR 1.05 MILES (1.69 KM) TO THE STATION
 DE3359'ON THE RIGHT NEAR A POWER POLE IN FRONT OF AN ABANDONED GAS STATION.
 DE3359'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M)
 DE3359'ABOVE THE ROAD, 25.6 FEET (7.8 M) NORTH NORTHWEST OF THE CENTER OF THE
 DE3359'ROAD, 3.7 FEET (1.1 M) NORTHEAST OF THE POWER POLE NUMBER 152727 WITH
 DE3359'GUY WIRE, 4.8 FEET (1.5 M) SOUTH SOUTHEAST OF A FENCE LINE, 19.5 FEET
 DE3359'(5.9 M) EAST OF THE SOUTHEAST ONE OF TWO GATE POSTS, 4.6 FEET (1.4 M)
 DE3359'SOUTHEAST OF A WITNESS POST.  RECOVERED BY M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3362 ***********************************************************************
 DE3362  DESIGNATION -  2 015
 DE3362  PID         -  DE3362
 DE3362  STATE/COUNTY-  SC/AIKEN
 DE3362  USGS QUAD   -  GRANITEVILLE (1980)
 DE3362
 DE3362                         *CURRENT SURVEY CONTROL
 DE3362  ___________________________________________________________________
 DE3362* NAD 83(1986)-  33 30 13.     (N)    081 48 22.     (W)     SCALED    
 DE3362* NAVD 88     -       138.689  (meters)     455.02   (feet)  ADJUSTED  
 DE3362  ___________________________________________________________________
 DE3362  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DE3362  DYNAMIC HT  -         138.538 (meters)     454.52  (feet)  COMP
 DE3362  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 DE3362
 DE3362  VERT ORDER  -  FIRST     CLASS II
 DE3362
 DE3362.The horizontal coordinates were scaled from a topographic map and have
 DE3362.an estimated accuracy of +/- 6 seconds.
 DE3362
 DE3362.The orthometric height was determined by differential leveling
 DE3362.and adjusted by the National Geodetic Survey in April 1994..
 DE3362
 DE3362.The geoid height was determined by GEOID03.
 DE3362
 DE3362.The dynamic height is computed by dividing the NAVD 88
 DE3362.geopotential number by the normal gravity value computed on the
 DE3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3362.degrees latitude (g = 980.6199 gals.).
 DE3362
 DE3362.The modeled gravity was interpolated from observed gravity values.
 DE3362
 DE3362;                    North         East    Units  Estimated Accuracy
 DE3362;SPC SC       -   185,520.      534,710.      MT  (+/- 180 meters Scaled)
 DE3362
 DE3362                          SUPERSEDED SURVEY CONTROL
 DE3362
 DE3362.No superseded survey control is available for this station.
 DE3362
 DE3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT251074(NAD 83)
 DE3362_MARKER: DD = SURVEY DISK
 DE3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3362_SP_SET: CONCRETE POST
 DE3362_STAMPING: 2 015 1992
 DE3362_MARK LOGO: SCGS  
 DE3362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3362+STABILITY: SURFACE MOTION
 DE3362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3362+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 DE3362
 DE3362  HISTORY     - Date     Condition        Report By
 DE3362  HISTORY     - 1992     MONUMENTED       SCGS
 DE3362  HISTORY     - 20001212 GOOD             SCGS
 DE3362
 DE3362                          STATION DESCRIPTION
 DE3362
 DE3362'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3362'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTHEAST OF LANGLEY, 6.1 MILES
 DE3362'(9.8 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3362'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3362'803-737-1350.
 DE3362'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3362'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3362'WARRENVILLE, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.55 MILES (4.10 KM)
 DE3362'TO THE JUNCTION OF STATE ROAD 87 (PINE LOG ROAD), TURN RIGHT ON ROAD
 DE3362'87 FOR 2.05 MILES (3.30 KM) TO THE JUNCTION OF STATE ROAD 202 (PINE
 DE3362'STREET) AND THE STATION NEAR A FIRE HYDRANT IN THE NORTHWEST ANGLE OF
 DE3362'THE JUNCTION.
 DE3362'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.5 FEET
 DE3362'(0.5 M) ABOVE ROAD 87, 20.6 FEET (6.3 M) SOUTH SOUTHEAST OF A POWER
 DE3362'LINE STUB POLE NUMBER 75979/522-2--1.5-9.8, 114.7 FEET (35.0 M) EAST
 DE3362'SOUTHEAST OF THE EAST CORNER OF THE ROCKVILL BAPTIST CHURCH, 4.1 FEET
 DE3362'(1.2 M) NORTH OF SURVEY CORNER PIN RLS 5120 (PLASTIC CAP WITH CENTER
 DE3362'PUNCH ON REBAR AT GROUND LEVEL), 35.4 FEET (10.8 M) NORTHWEST OF THE
 DE3362'CENTER OF ROAD 87, 30.4 FEET (9.3 M) WEST SOUTHWEST OF THE CENTER OF
 DE3362'ROAD 202, 11.5 FEET (3.5 M) NORTH OF THE FIRE HYDRANT, 12.4 FEET
 DE3362'(3.8 M) NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 66, 38.2
 DE3362'FEET (11.6 M) SOUTH OF THE CENTER OF THE DRIVEWAY TO THE CHURCH, 10.1
 DE3362'FEET (3.1 M) WEST SOUTHWEST OF A WITNESS POST.
 DE3362'DESCRIBED BY T. HALL.
 DE3362
 DE3362                          STATION RECOVERY (2000)
 DE3362
 DE3362'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3362'STATION IS LOCATED 6.3 MILES (10.1 KM) SOUTHWEST OF AIKEN, 8.9 MILES
 DE3362'(14.3 KM) NORTHWEST OF NEW ELLENTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3362'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3362'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3362'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81
 DE3362'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF
 DE3362'AIKEN, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.5 MILES (4.0 KM) TO THE
 DE3362'JUNCTION OF STATE ROAD 87 (PINE LOG ROAD) , TURN RIGHT ON ROAD 87 FOR
 DE3362'2.05 MILES (3.30 KM) TO THE STATION ON THE RIGHT NEAR A FIRE HYDRANT
 DE3362'IN THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 202 (PINE STREET) .
 DE3362'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.5 FEET
 DE3362'(0.5 M) ABOVE ROAD 87, 36.2 FEET (11.0 M) NORTHWEST OF THE CENTER OF
 DE3362'ROAD 87, 31.7 FEET (9.7 M) WEST SOUTHWEST OF THE CENTER OF ROAD 202,
 DE3362'12.7 FEET (3.9 M) NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER
 DE3362'66, 38.9 FEET (11.9 M) SOUTH OF THE CENTER OF THE CHURCH DRIVEWAY,
 DE3362'11.6 FEET (3.5 M) NORTH OF THE FIRE HYDRANT, 10.1 FEET (3.1 M) WEST
 DE3362'SOUTHWEST OF A WITNESS POST.  RECOVERED BY M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3363 ***********************************************************************
 DE3363  DESIGNATION -  2 016
 DE3363  PID         -  DE3363
 DE3363  STATE/COUNTY-  SC/AIKEN
 DE3363  USGS QUAD   -  GRANITEVILLE (1980)
 DE3363
 DE3363                         *CURRENT SURVEY CONTROL
 DE3363  ___________________________________________________________________
 DE3363* NAD 83(1986)-  33 30 40.     (N)    081 47 35.     (W)     SCALED    
 DE3363* NAVD 88     -       144.516  (meters)     474.13   (feet)  ADJUSTED  
 DE3363  ___________________________________________________________________
 DE3363  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DE3363  DYNAMIC HT  -         144.359 (meters)     473.62  (feet)  COMP
 DE3363  MODELED GRAV-     979,553.5   (mgal)                       NAVD 88
 DE3363
 DE3363  VERT ORDER  -  FIRST     CLASS II
 DE3363
 DE3363.The horizontal coordinates were scaled from a topographic map and have
 DE3363.an estimated accuracy of +/- 6 seconds.
 DE3363
 DE3363.The orthometric height was determined by differential leveling
 DE3363.and adjusted by the National Geodetic Survey in April 1994..
 DE3363
 DE3363.The geoid height was determined by GEOID03.
 DE3363
 DE3363.The dynamic height is computed by dividing the NAVD 88
 DE3363.geopotential number by the normal gravity value computed on the
 DE3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3363.degrees latitude (g = 980.6199 gals.).
 DE3363
 DE3363.The modeled gravity was interpolated from observed gravity values.
 DE3363
 DE3363;                    North         East    Units  Estimated Accuracy
 DE3363;SPC SC       -   186,340.      535,930.      MT  (+/- 180 meters Scaled)
 DE3363
 DE3363                          SUPERSEDED SURVEY CONTROL
 DE3363
 DE3363.No superseded survey control is available for this station.
 DE3363
 DE3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT263082(NAD 83)
 DE3363_MARKER: DD = SURVEY DISK
 DE3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3363_SP_SET: CONCRETE POST
 DE3363_STAMPING: 2 016 1992
 DE3363_MARK LOGO: SCGS  
 DE3363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3363+STABILITY: SURFACE MOTION
 DE3363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3363+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 DE3363
 DE3363  HISTORY     - Date     Condition        Report By
 DE3363  HISTORY     - 1992     MONUMENTED       SCGS
 DE3363  HISTORY     - 20001211 GOOD             SCGS
 DE3363
 DE3363                          STATION DESCRIPTION
 DE3363
 DE3363'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3363'STATION IS LOCATED 3.0 MILES (4.8 KM) EAST OF LANGLEY, 5.2 MILES
 DE3363'(8.4 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3363'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3363'803-737-1350.
 DE3363'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3363'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3363'WARRENVILLE, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.55 MILES (4.10 KM)
 DE3363'TO THE JUNCTION OF STATE ROAD 87 (PINE LOG ROAD), TURN RIGHT ON ROAD
 DE3363'87 FOR 1.1 MILES (1.8 KM) TO THE STATION ON THE LEFT NEAR A POWER
 DE3363'POLE IN FRONT OF THE PENTECOST UNITED METHODIST CHURCH.
 DE3363'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 0.5 FOOT
 DE3363'(15.2 CM) ABOVE THE ROAD, 26.4 FEET (8.0 M) SOUTHEAST OF THE CENTER
 DE3363'OF THE ROAD, 3.0 FEET (0.9 M) NORTH OF THE POWER POLE NUMBER
 DE3363'18937/522-4-9.5-2.7, 38.9 FEET (11.9 M) NORTHWEST OF THE NORTH CORNER
 DE3363'OF THE MAIN CHURCH BUILDING, 61.0 FEET (18.6 M) WEST OF A 2.0-FOOT
 DE3363'WATER OAK TREE IN THE CHURCH YARD.
 DE3363'DESCRIBED BY T. HALL.
 DE3363
 DE3363                          STATION RECOVERY (2000)
 DE3363
 DE3363'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3363'STATION IS LOCATED 5.3 MILES (8.5 KM) SOUTHWEST OF AIKEN, 9.9 MILES
 DE3363'(15.9 KM) EAST OF NORTH AUGUSTA.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3363'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3363'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3363'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81
 DE3363'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF
 DE3363'AIKEN, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.5 MILES (4.0 KM) TO THE
 DE3363'JUNCTION OF STATE ROAD 87 (PINE LOG ROAD) , TURN RIGHT ON ROAD 87 FOR
 DE3363'1.1 MILES (1.8 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN
 DE3363'FRONT OF THE PENTECOST UNITED METHODIST CHURCH.  STATION IS A CONCRETE
 DE3363'POST RECESSED 0.2 FOOT (6.1 CM) AND BLANK FOOT ABOVE THE ROAD, 26.3
 DE3363'FEET (8.0 M) SOUTHEAST OF THE CENTER OF THE ROAD, 3.3 FEET (1.0 M)
 DE3363'NORTH OF THE POWER POLE NUMBER 18937/522-4-9.5-2.7 WITH A SECURITY
 DE3363'LIGHT, 61.5 FEET (18.7 M) WEST OF A 2.2-FOOT WATER OAK TREE IN THE
 DE3363'CHURCH YARD, 39.0 FEET (11.9 M) NORTHWEST OF THE NORTH CORNER OF THE
 DE3363'MAIN BUILDING OF THE CHURCH, 5.7 FEET (1.7 M) SOUTH SOUTHWEST OF THE
 DE3363'EASTERN-MOST ONE OF THREE 0.5-FOOT CREPE MYRTLE TREES IN FRONT OF THE
 DE3363'CHURCH.  RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3364 ***********************************************************************
 DE3364  DESIGNATION -  2 017
 DE3364  PID         -  DE3364
 DE3364  STATE/COUNTY-  SC/AIKEN
 DE3364  USGS QUAD   -  GRANITEVILLE (1980)
 DE3364
 DE3364                         *CURRENT SURVEY CONTROL
 DE3364  ___________________________________________________________________
 DE3364* NAD 83(1986)-  33 31 22.     (N)    081 46 50.     (W)     SCALED    
 DE3364* NAVD 88     -       145.173  (meters)     476.29   (feet)  ADJUSTED  
 DE3364  ___________________________________________________________________
 DE3364  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DE3364  DYNAMIC HT  -         145.016 (meters)     475.77  (feet)  COMP
 DE3364  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 DE3364
 DE3364  VERT ORDER  -  FIRST     CLASS II
 DE3364
 DE3364.The horizontal coordinates were scaled from a topographic map and have
 DE3364.an estimated accuracy of +/- 6 seconds.
 DE3364
 DE3364.The orthometric height was determined by differential leveling
 DE3364.and adjusted by the National Geodetic Survey in April 1994..
 DE3364
 DE3364.The geoid height was determined by GEOID03.
 DE3364
 DE3364.The dynamic height is computed by dividing the NAVD 88
 DE3364.geopotential number by the normal gravity value computed on the
 DE3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3364.degrees latitude (g = 980.6199 gals.).
 DE3364
 DE3364.The modeled gravity was interpolated from observed gravity values.
 DE3364
 DE3364;                    North         East    Units  Estimated Accuracy
 DE3364;SPC SC       -   187,630.      537,100.      MT  (+/- 180 meters Scaled)
 DE3364
 DE3364                          SUPERSEDED SURVEY CONTROL
 DE3364
 DE3364.No superseded survey control is available for this station.
 DE3364
 DE3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT275095(NAD 83)
 DE3364_MARKER: DD = SURVEY DISK
 DE3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3364_SP_SET: CONCRETE POST
 DE3364_STAMPING: 2 017 1992
 DE3364_MARK LOGO: SCGS  
 DE3364_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3364+STABILITY: SURFACE MOTION
 DE3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3364+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DE3364
 DE3364  HISTORY     - Date     Condition        Report By
 DE3364  HISTORY     - 1992     MONUMENTED       SCGS
 DE3364  HISTORY     - 20001211 MARK NOT FOUND   SCGS
 DE3364
 DE3364                          STATION DESCRIPTION
 DE3364
 DE3364'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3364'STATION IS LOCATED 2.8 MILES (4.5 KM) EAST OF GLOVERVILLE, 4.15 MILES
 DE3364'(6.68 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3364'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3364'803-737-1350.
 DE3364'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3364'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3364'WARRENVILLE, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.55 MILES (4.10 KM)
 DE3364'TO THE JUNCTION OF STATE ROAD 87 (PINE LOG ROAD) AND THE STATION IN
 DE3364'THE WEST ANGLE OF THE JUNCTION.
 DE3364'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 3.0 FEET
 DE3364'(0.9 M) ABOVE ROAD 81, 30.6 FEET (9.3 M) NORTHWEST OF THE CENTER OF
 DE3364'ROAD 87, 33.7 FEET (10.3 M) SOUTHWEST OF THE CENTER OF ROAD 81, 15.9
 DE3364'FEET (4.8 M) SOUTH OF A WITNESS POST.
 DE3364'DESCRIBED BY T. HALL.
 DE3364
 DE3364                          STATION RECOVERY (2000)
 DE3364
 DE3364'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3364'NOT RECOVERED, SEARCHED 20 MINUTES WITH NO RESULTS, PRESUMED DESTROYED
 DE3364'DUE TO ROAD WORK/INTERSECTION RECONSTRUCTION, RELOCATION OF POWER POLE
 DE3364'AND BURIED CABLE IN LOCATION.  RECOVERY BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3357 ***********************************************************************
 DE3357  DESIGNATION -  2 018
 DE3357  PID         -  DE3357
 DE3357  STATE/COUNTY-  SC/AIKEN
 DE3357  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3357
 DE3357                         *CURRENT SURVEY CONTROL
 DE3357  ___________________________________________________________________
 DE3357* NAD 83(1986)-  33 28 29.     (N)    081 49 43.     (W)     SCALED    
 DE3357* NAVD 88     -       137.202  (meters)     450.14   (feet)  ADJUSTED  
 DE3357  ___________________________________________________________________
 DE3357  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DE3357  DYNAMIC HT  -         137.052 (meters)     449.64  (feet)  COMP
 DE3357  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 DE3357
 DE3357  VERT ORDER  -  FIRST     CLASS II
 DE3357
 DE3357.The horizontal coordinates were scaled from a topographic map and have
 DE3357.an estimated accuracy of +/- 6 seconds.
 DE3357
 DE3357.The orthometric height was determined by differential leveling
 DE3357.and adjusted by the National Geodetic Survey in April 1994..
 DE3357
 DE3357.The geoid height was determined by GEOID03.
 DE3357
 DE3357.The dynamic height is computed by dividing the NAVD 88
 DE3357.geopotential number by the normal gravity value computed on the
 DE3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3357.degrees latitude (g = 980.6199 gals.).
 DE3357
 DE3357.The modeled gravity was interpolated from observed gravity values.
 DE3357
 DE3357;                    North         East    Units  Estimated Accuracy
 DE3357;SPC SC       -   182,330.      532,600.      MT  (+/- 180 meters Scaled)
 DE3357
 DE3357                          SUPERSEDED SURVEY CONTROL
 DE3357
 DE3357.No superseded survey control is available for this station.
 DE3357
 DE3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT230042(NAD 83)
 DE3357_MARKER: DD = SURVEY DISK
 DE3357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3357_SP_SET: CONCRETE POST
 DE3357_STAMPING: 2 018 1992
 DE3357_MARK LOGO: SCGS  
 DE3357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3357+STABILITY: SURFACE MOTION
 DE3357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3357+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 DE3357
 DE3357  HISTORY     - Date     Condition        Report By
 DE3357  HISTORY     - 1992     MONUMENTED       SCGS
 DE3357  HISTORY     - 20001207 GOOD             SCGS
 DE3357
 DE3357                          STATION DESCRIPTION
 DE3357
 DE3357'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3357'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTHEAST OF BATH, 8.4 MILES
 DE3357'(13.5 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3357'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3357'803-737-1350.
 DE3357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118
 DE3357'(HITCHCOCK PARKWAY SOUTHWEST), 302 AND SILVER BLUFF ROAD SOUTHWEST,
 DE3357'2.6 MILES (4.2 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY 302 FOR 0.55
 DE3357'MILE (0.89 KM) TO PINE LOG ROAD SOUTHWEST RIGHT, BEAR LEFT ON HIGHWAY
 DE3357'302 FOR 3.75 MILES (6.03 KM) TO THE JUNCTION OF STATE ROAD 778
 DE3357'(HERNDON DAIRY ROAD), TURN RIGHT ON ROAD 778 FOR 4.05 MILES
 DE3357'(6.52 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE, 0.7 MILE
 DE3357'(1.1 KM) EAST SOUTHEAST OF THE JUNCTION OF STATE ROAD 65 (PINE LOG
 DE3357'ROAD),  A CONCRETE POST RECESSED 0.2-FOOT AND LEVEL WITH THE
 DE3357'HIGHWAY, 28.5 FEET (8.7 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD,
 DE3357'3.7 FEET (1.1 M) NORTH OF THE POWER POLE NUMBER 32/44437 WITH TWO GUY
 DE3357'WIRES, 4.2 FEET (1.3 M) NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER
 DE3357'676, 3.3 FEET (1.0 M) WEST SOUTHWEST OF THE BASE OF THE SOUTHERN MOST
 DE3357'ONE OF TWO GUY WIRE ANCHORS, 6.0 FEET (1.8 M) WEST SOUTHWEST OF A
 DE3357'WITNESS POST.
 DE3357'DESCRIBED BY T. HALL.
 DE3357
 DE3357                          STATION RECOVERY (2000)
 DE3357
 DE3357'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3357'STATION IS LOCATED 8.5 MILES (13.7 KM) SOUTHWEST OF AIKEN, 8.0 MILES
 DE3357'(12.9 KM) EAST SOUTHEAST OF NORTH AUGUSTA.  OWNERSHIP--SCDOT, DIRECTOR
 DE3357'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3357'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3357'HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) AND 302 (SILVER BLUFF ROAD
 DE3357'SOUTHWEST) , 2.65 MILES (4.26 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY
 DE3357'302 FOR 4.35 MILES (7.00 KM) TO THE JUNCTION OF STATE ROAD 778 (HENDEN
 DE3357'DAIRY ROAD) , TURN RIGHT ON ROAD 778 FOR 4.05 MILES (6.52 KM) TO THE
 DE3357'STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 DE3357'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 27.8 FEET
 DE3357'(8.5 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 4.2 FEET (1.3 M)
 DE3357'NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 676, 3.9 FEET (1.2 M)
 DE3357'NORTH OF THE POWER POLE NUMBER 44437 WITH TWO GUY WIRES, 6.3 FEET (1.9
 DE3357'M) SOUTHWEST OF A WITNESS POST.  RECOVERED BY M.J. UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3356 ***********************************************************************
 DE3356  DESIGNATION -  2 019
 DE3356  PID         -  DE3356
 DE3356  STATE/COUNTY-  SC/AIKEN
 DE3356  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3356
 DE3356                         *CURRENT SURVEY CONTROL
 DE3356  ___________________________________________________________________
 DE3356* NAD 83(2001)-  33 28 02.30559(N)    081 48 02.65285(W)     ADJUSTED  
 DE3356* NAVD 88     -        88.962  (meters)     291.87   (feet)  ADJUSTED  
 DE3356  ___________________________________________________________________
 DE3356  X           -     759,590.846 (meters)                     COMP
 DE3356  Y           -  -5,271,675.571 (meters)                     COMP
 DE3356  Z           -   3,497,342.205 (meters)                     COMP
 DE3356  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DE3356  ELLIP HEIGHT-          58.42  (meters)          (03/13/03) GPS OBS
 DE3356  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DE3356  DYNAMIC HT  -          88.866 (meters)     291.55  (feet)  COMP
 DE3356  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 DE3356
 DE3356  HORZ ORDER  -  FIRST
 DE3356  VERT ORDER  -  FIRST     CLASS II
 DE3356  ELLP ORDER  -  FOURTH    CLASS II
 DE3356
 DE3356.The horizontal coordinates were established by GPS observations
 DE3356.and adjusted by the National Geodetic Survey in March 2003..
 DE3356
 DE3356.The orthometric height was determined by differential leveling
 DE3356.and adjusted by the National Geodetic Survey in April 1994..
 DE3356
 DE3356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3356
 DE3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3356
 DE3356.The ellipsoidal height was determined by GPS observations
 DE3356.and is referenced to NAD 83.
 DE3356
 DE3356.The geoid height was determined by GEOID03.
 DE3356
 DE3356.The dynamic height is computed by dividing the NAVD 88
 DE3356.geopotential number by the normal gravity value computed on the
 DE3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3356.degrees latitude (g = 980.6199 gals.).
 DE3356
 DE3356.The modeled gravity was interpolated from observed gravity values.
 DE3356
 DE3356;                    North         East     Units Scale Factor Converg.
 DE3356;SPC SC       -   181,490.251   535,181.176   MT  0.99979984   -0 26 38.1
 DE3356;SPC SC       -   595,440.46  1,755,843.75   iFT  0.99979984   -0 26 38.1
 DE3356;UTM  17      - 3,703,381.332   425,594.349   MT  0.99966825   -0 26 29.7
 DE3356
 DE3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3356!SPC SC       -   0.99999083  x   0.99979984  =   0.99979067
 DE3356!UTM  17      -   0.99999083  x   0.99966825  =   0.99965908
 DE3356
 DE3356                          SUPERSEDED SURVEY CONTROL
 DE3356
 DE3356  NAD 83(1986)-  33 28 02.31201(N)    081 48 02.64683(W) AD(       ) 1
 DE3356  NAD 83(1995)-  33 28 02.30590(N)    081 48 02.65203(W) AD(       ) 1
 DE3356  ELLIP H (11/18/02)   58.51   (m)                       GP(       ) 4 2
 DE3356  NAVD 88 (11/18/02)   88.96   (m)          291.9    (f) LEVELING    3  
 DE3356
 DE3356.Superseded values are not recommended for survey control.
 DE3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3356.See file dsdata.txt to determine how the superseded data were derived.
 DE3356
 DE3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2559403381(NAD 83)
 DE3356_MARKER: DD = SURVEY DISK
 DE3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3356_SP_SET: CONCRETE POST
 DE3356_STAMPING: 2 019 1992
 DE3356_MARK LOGO: SCGS  
 DE3356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3356+STABILITY: SURFACE MOTION
 DE3356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3356+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 DE3356
 DE3356  HISTORY     - Date     Condition        Report By
 DE3356  HISTORY     - 1992     MONUMENTED       SCGS
 DE3356  HISTORY     - 20001207 GOOD             SCGS
 DE3356
 DE3356                          STATION DESCRIPTION
 DE3356
 DE3356'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3356'STATION IS LOCATED 4.3 MILES (6.9 KM) SOUTHEAST OF LANGLEY, 7.8 MILES
 DE3356'(12.6 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3356'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3356'803-737-1350.
 DE3356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118
 DE3356'(HITCHCOCK PARKWAY SOUTHWEST), 302 AND SILVER BLUFF ROAD SOUTHWEST,
 DE3356'2.6 MILES (4.2 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY 302 FOR 0.55
 DE3356'MILE (0.89 KM) TO PINE LOG ROAD SOUTHWEST RIGHT, BEAR LEFT ON HIGHWAY
 DE3356'302 FOR 3.75 MILES (6.03 KM) TO THE JUNCTION OF STATE ROAD 778
 DE3356'(HERNDON DAIRY ROAD), TURN RIGHT ON ROAD 778 FOR 2.25 MILES
 DE3356'(3.62 KM) TO A PAVED DRIVEWAY LEFT LEADING TO A WOODEN HOUSE NUMBER
 DE3356'1068 AND THE STATION NEAR A SMALL BRICK DRIVEWAY ENTRANCE MARKER IN
 DE3356'THE SOUTHEAST ANGLE OF THE DRIVEWAY.
 DE3356'STATION IS A CONCRETE POST RECESSED 0.2-FOOT AND 0.5 FOOT (15.2 CM)
 DE3356'ABOVE THE ROAD, 37.4 FEET (11.4 M) SOUTH OF THE CENTER OF ROAD 778,
 DE3356'3.7 FEET (1.1 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 DE3356'CONCRETE PORTION OF THE DRIVEWAY, 2.1 FEET (0.6 M) NORTH OF THE
 DE3356'NORTHEAST CORNER OF THE BRICK ENTRANCE MARKER, 22.9 FEET (7.0 M) EAST
 DE3356'OF A POWER POLE NUMBER 17082/552-3-4.0-6.5.
 DE3356'DESCRIBED BY T. HALL.
 DE3356
 DE3356                          STATION RECOVERY (2000)
 DE3356
 DE3356'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3356'STATION IS LOCATED 7.35 MILES (11.83 KM) WEST NORTHWEST OF NEW
 DE3356'ELLENTON, 7.9 MILES (12.7 KM) SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT,
 DE3356'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3356'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3356'HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) AND 302 (SILVER BLUFF ROAD
 DE3356'SOUTHWEST) , 2.65 MILES (4.26 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY
 DE3356'302 FOR 4.35 MILES (7.00 KM) TO THE JUNCTION OF STATE ROAD 778
 DE3356'(HERNDON DAIRY ROAD) , TURN RIGHT ON ROAD 778 FOR 2.3 MILES (3.7 KM)
 DE3356'TO THE STATION ON THE LEFT NEAR A BRICK ENTRANCE MARKER IN THE SOUTH
 DE3356'ANGLE OF A DRIVEWAY LEADING TO WOOD-SIDED HOUSE NUMBER 1110.  STATION
 DE3356'IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE
 DE3356'DRIVEWAY, 37.5 FEET (11.4 M) SOUTH OF THE CENTER OF THE HIGHWAY, 8.8
 DE3356'FEET (2.7 M) EAST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 2.2 FEET
 DE3356'(0.7 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE EAST ONE OF TWO
 DE3356'BRICK ENTRANCE MARKERS, 58.8 FEET (17.9 M) EAST OF A POWER POLE NUMBER
 DE3356'17082.  RECOVERED M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3355 ***********************************************************************
 DE3355  DESIGNATION -  2 020
 DE3355  PID         -  DE3355
 DE3355  STATE/COUNTY-  SC/AIKEN
 DE3355  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3355
 DE3355                         *CURRENT SURVEY CONTROL
 DE3355  ___________________________________________________________________
 DE3355* NAD 83(1986)-  33 28 00.     (N)    081 46 56.     (W)     SCALED    
 DE3355* NAVD 88     -       130.697  (meters)     428.80   (feet)  ADJUSTED  
 DE3355  ___________________________________________________________________
 DE3355  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DE3355  DYNAMIC HT  -         130.556 (meters)     428.33  (feet)  COMP
 DE3355  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 DE3355
 DE3355  VERT ORDER  -  FIRST     CLASS II
 DE3355
 DE3355.The horizontal coordinates were scaled from a topographic map and have
 DE3355.an estimated accuracy of +/- 6 seconds.
 DE3355
 DE3355.The orthometric height was determined by differential leveling
 DE3355.and adjusted by the National Geodetic Survey in April 1994..
 DE3355
 DE3355.The geoid height was determined by GEOID03.
 DE3355
 DE3355.The dynamic height is computed by dividing the NAVD 88
 DE3355.geopotential number by the normal gravity value computed on the
 DE3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3355.degrees latitude (g = 980.6199 gals.).
 DE3355
 DE3355.The modeled gravity was interpolated from observed gravity values.
 DE3355
 DE3355;                    North         East    Units  Estimated Accuracy
 DE3355;SPC SC       -   181,410.      536,900.      MT  (+/- 180 meters Scaled)
 DE3355
 DE3355                          SUPERSEDED SURVEY CONTROL
 DE3355
 DE3355.No superseded survey control is available for this station.
 DE3355
 DE3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT273032(NAD 83)
 DE3355_MARKER: DD = SURVEY DISK
 DE3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3355_SP_SET: CONCRETE POST
 DE3355_STAMPING: 2 020 1992
 DE3355_MARK LOGO: SCGS  
 DE3355_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3355+STABILITY: SURFACE MOTION
 DE3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3355+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DE3355
 DE3355  HISTORY     - Date     Condition        Report By
 DE3355  HISTORY     - 1992     MONUMENTED       SCGS
 DE3355  HISTORY     - 20001207 MARK NOT FOUND   SCGS
 DE3355
 DE3355                          STATION DESCRIPTION
 DE3355
 DE3355'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3355'STATION IS LOCATED 5.0 MILES (8.0 KM) SOUTHEAST OF LANGLEY, 7.2 MILES
 DE3355'(11.6 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3355'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3355'803-737-1350.
 DE3355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118
 DE3355'(HITCHCOCK PARKWAY SOUTHWEST), 302 AND SILVER BLUFF ROAD SOUTHWEST,
 DE3355'2.6 MILES (4.2 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY 302 FOR 0.55
 DE3355'MILE (0.89 KM) TO PINE LOG ROAD SOUTHWEST RIGHT, BEAR LEFT ON HIGHWAY
 DE3355'302 FOR 3.75 MILES (6.03 KM) TO THE JUNCTION OF STATE ROAD 778
 DE3355'(HERNDON DAIRY ROAD) RIGHT, TURN RIGHT ON ROAD 778 FOR 1.2 MILES
 DE3355'(1.9 KM) TO A SAND FIELD ACCESS ROAD LEFT LEADING TO A LOCKED GATE
 DE3355'AND THE STATION IN THE SOUTHEAST ANGLE OF THE ACCESS ROAD.
 DE3355'STATION IS A CONCRETE POST RECESSED 0.3-FOOT AND LEVEL WITH ROAD 778,
 DE3355'35.8 FEET (10.9 M) SOUTH OF THE CENTER OF ROAD 778, 30.5 FEET
 DE3355'(9.3 M) EAST SOUTHEAST OF THE CENTER OF THE FIELD ACCESS ROAD, 151.0
 DE3355'FEET (46.0 M) WEST SOUTHWEST OF A POWER POLE NUMBER
 DE3355'79976/552-5--4.3--5.2, 66.4 FEET (20.2 M) SOUTH SOUTHEAST OF A CEDAR
 DE3355'FENCE POST ACROSS ROAD 778 WITH A SCGS REFERENCE WASHER ATTACHED,
 DE3355'82.0 FEET (25.0 M) NORTHEAST OF THE EAST METAL GATE POST AT THE FIELD
 DE3355'ACCESS ROAD, 1.8 FEET (0.5 M) NORTH OF A WITNESS POST.
 DE3355'DESCRIBED BY T. HALL.
 DE3355
 DE3355                          STATION RECOVERY (2000)
 DE3355
 DE3355'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3355'NOT RECOVERED, SEARCHED 15 MINUTES, PRESUMED DESTROYED BY LANDSCAPING
 DE3355'PROJECT.  RECOVERY BY M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3353 ***********************************************************************
 DE3353  DESIGNATION -  2 021
 DE3353  PID         -  DE3353
 DE3353  STATE/COUNTY-  SC/AIKEN
 DE3353  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3353
 DE3353                         *CURRENT SURVEY CONTROL
 DE3353  ___________________________________________________________________
 DE3353* NAD 83(1986)-  33 26 46.     (N)    081 46 29.     (W)     SCALED    
 DE3353* NAVD 88     -       116.281  (meters)     381.50   (feet)  ADJUSTED  
 DE3353  ___________________________________________________________________
 DE3353  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DE3353  DYNAMIC HT  -         116.155 (meters)     381.09  (feet)  COMP
 DE3353  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 DE3353
 DE3353  VERT ORDER  -  FIRST     CLASS II
 DE3353
 DE3353.The horizontal coordinates were scaled from a topographic map and have
 DE3353.an estimated accuracy of +/- 6 seconds.
 DE3353
 DE3353.The orthometric height was determined by differential leveling
 DE3353.and adjusted by the National Geodetic Survey in April 1994..
 DE3353
 DE3353.The geoid height was determined by GEOID03.
 DE3353
 DE3353.The dynamic height is computed by dividing the NAVD 88
 DE3353.geopotential number by the normal gravity value computed on the
 DE3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3353.degrees latitude (g = 980.6199 gals.).
 DE3353
 DE3353.The modeled gravity was interpolated from observed gravity values.
 DE3353
 DE3353;                    North         East    Units  Estimated Accuracy
 DE3353;SPC SC       -   179,120.      537,580.      MT  (+/- 180 meters Scaled)
 DE3353
 DE3353                          SUPERSEDED SURVEY CONTROL
 DE3353
 DE3353.No superseded survey control is available for this station.
 DE3353
 DE3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT279010(NAD 83)
 DE3353_MARKER: DD = SURVEY DISK
 DE3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3353_SP_SET: CONCRETE POST
 DE3353_STAMPING: 2 021 1992
 DE3353_MARK LOGO: SCGS  
 DE3353_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3353+STABILITY: SURFACE MOTION
 DE3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3353+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 DE3353
 DE3353  HISTORY     - Date     Condition        Report By
 DE3353  HISTORY     - 1992     MONUMENTED       SCGS
 DE3353  HISTORY     - 20001212 GOOD             SCGS
 DE3353
 DE3353                          STATION DESCRIPTION
 DE3353
 DE3353'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3353'STATION IS LOCATED 5.5 MILES (8.9 KM) WEST NORTHWEST OF NEW ELLENTON,
 DE3353'8.3 MILES (13.4 KM) SOUTH SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT,
 DE3353'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3353'803-737-1350.
 DE3353'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 (WILLISTON
 DE3353'ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD), 6.0 MILES (9.7 KM)
 DE3353'WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR 2.0 MILES
 DE3353'(3.2 KM) TO THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW ROAD),
 DE3353'CONTINUE ON HIGHWAY 302 FOR 0.85 MILE (1.37 KM) TO A SAND ROAD LEFT
 DE3353'LEADING TO THE SAVANNAH RIVER SITE OPERATIONS RECREATION ASSOCIATION
 DE3353'COMPLEX AND THE STATION NEAR A POWER POLE IN THE NORTH ANGLE OF THE
 DE3353'SAND ROAD.
 DE3353'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DE3353'THE HIGHWAY, 3.3 FEET (1.0 M) NORTH OF THE POWER POLE NUMBER
 DE3353'88734/553-16--6.5--2.5 WITH SIX GUY WIRES, 64.7 FEET (19.7 M)
 DE3353'NORTHWEST OF THE CENTER OF THE HIGHWAY, 65.0 FEET (19.8 M) NORTHEAST
 DE3353'OF THE CENTER OF THE ROAD, 18.8 FEET (5.7 M) EAST NORTHEAST OF A
 DE3353'POWER POLE NUMBER 88735/553-16--6.6--6.6, 31.4 FEET (9.6 M) WEST
 DE3353'SOUTHWEST OF THE NORTHWEST LEG OF A WOODEN SIGN FOR THE RECREATION
 DE3353'COMPLEX, 18.3 FEET (5.6 M) NORTHWEST OF A WITNESS POST.
 DE3353'DESCRIBED BY T. HALL.
 DE3353
 DE3353                          STATION RECOVERY (2000)
 DE3353
 DE3353'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3353'STATION IS LOCATED 5.5 MILES (8.9 KM) WEST NORTHWEST OF NEW ELLENTON,
 DE3353'8.45 MILES (13.60 KM) SOUTH SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT,
 DE3353'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3353'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3353'278 AND STATE HIGHWAY 302, 11.2 MILES (18.0 KM) SOUTH SOUTHWEST OF
 DE3353'AIKEN, GO NORTHEAST ON HIGHWAY 302 FOR 2.85 MILES (4.59 KM) TO THE
 DE3353'STATION ON THE LEFT NEAR A POWER POLE IN THE NORTH ANGLE OF A SAND
 DE3353'ROAD LEADING TO THE SAVANNAH RIVER SITE OPERATIONS RECREATION
 DE3353'ASSOCIATION COMPLEX.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 DE3353'(6.1 CM) AND LEVEL WITH THE HIGHWAY, 3.6 FEET (1.1 M) NORTH OF THE
 DE3353'POWER POLE NUMBER 88734/553-16--6.5-2.5 WITH SIX GUY WIRES, 65.4 FEET
 DE3353'(19.9 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 55.5 FEET (16.9 M)
 DE3353'NORTHEAST OF THE CENTER OF THE DIRT ROAD, 19.1 FEET (5.8 M) EAST
 DE3353'NORTHEAST OF A POWER POLE NUMBER 88735/553-/6-6.6-6.6, 31.7 FEET (9.7
 DE3353'M) SOUTHWEST OF THE NORTHWEST POST OF A WOODEN SIGN FOR THE COMPLEX,
 DE3353'18.6 FEET (5.7 M) NORTHWEST OF A WITNESS POST.  RECOVERED BY M.J.
 DE3353'UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3352 ***********************************************************************
 DE3352  DESIGNATION -  2 022
 DE3352  PID         -  DE3352
 DE3352  STATE/COUNTY-  SC/AIKEN
 DE3352  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3352
 DE3352                         *CURRENT SURVEY CONTROL
 DE3352  ___________________________________________________________________
 DE3352* NAD 83(1986)-  33 26 06.     (N)    081 46 50.     (W)     SCALED    
 DE3352* NAVD 88     -       104.047  (meters)     341.36   (feet)  ADJUSTED  
 DE3352  ___________________________________________________________________
 DE3352  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DE3352  DYNAMIC HT  -         103.935 (meters)     340.99  (feet)  COMP
 DE3352  MODELED GRAV-     979,553.0   (mgal)                       NAVD 88
 DE3352
 DE3352  VERT ORDER  -  FIRST     CLASS II
 DE3352
 DE3352.The horizontal coordinates were scaled from a topographic map and have
 DE3352.an estimated accuracy of +/- 6 seconds.
 DE3352
 DE3352.The orthometric height was determined by differential leveling
 DE3352.and adjusted by the National Geodetic Survey in April 1994..
 DE3352
 DE3352.The geoid height was determined by GEOID03.
 DE3352
 DE3352.The dynamic height is computed by dividing the NAVD 88
 DE3352.geopotential number by the normal gravity value computed on the
 DE3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3352.degrees latitude (g = 980.6199 gals.).
 DE3352
 DE3352.The modeled gravity was interpolated from observed gravity values.
 DE3352
 DE3352;                    North         East    Units  Estimated Accuracy
 DE3352;SPC SC       -   177,890.      537,030.      MT  (+/- 180 meters Scaled)
 DE3352
 DE3352                          SUPERSEDED SURVEY CONTROL
 DE3352
 DE3352.No superseded survey control is available for this station.
 DE3352
 DE3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS274997(NAD 83)
 DE3352_MARKER: DD = SURVEY DISK
 DE3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3352_SP_SET: CONCRETE POST
 DE3352_STAMPING: 2 022 1992
 DE3352_MARK LOGO: SCGS  
 DE3352_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3352+STABILITY: SURFACE MOTION
 DE3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3352+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 DE3352
 DE3352  HISTORY     - Date     Condition        Report By
 DE3352  HISTORY     - 1992     MONUMENTED       SCGS
 DE3352  HISTORY     - 20001218 GOOD             SCGS
 DE3352
 DE3352                          STATION DESCRIPTION
 DE3352
 DE3352'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3352'STATION IS LOCATED 5.6 MILES (9.0 KM) WEST NORTHWEST OF NEW ELLENTON,
 DE3352'9.2 MILES (14.8 KM) SOUTH SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT,
 DE3352'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3352'803-737-1350.
 DE3352'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 (WILLISTON
 DE3352'ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD), 6.0 MILES (9.7 KM)
 DE3352'WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR 2.0 MILES
 DE3352'(3.2 KM) TO THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW ROAD) AND
 DE3352'THE STATION NEAR A POWER POLE (ONE OF THREE) IN THE NORTHEAST ANGLE
 DE3352'OF THE JUNCTION.
 DE3352'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 4.0 FEET
 DE3352'(1.2 M) ABOVE THE HIGHWAY, 84.5 FEET (25.8 M) EAST OF THE CENTER OF
 DE3352'THE HIGHWAY, 45.7 FEET (13.9 M) NORTH NORTHWEST OF THE CENTER OF THE
 DE3352'ROAD, 2.8 FEET (0.9 M) WEST SOUTHWEST OF THE POWER POLE WITH A SCGS
 DE3352'REFERENCE WASHER ATTACHED, 10.4 FEET (3.2 M) SOUTH SOUTHEAST OF A
 DE3352'POWER POLE WITH FOUR GUY WIRES, 18.2 FEET (5.5 M) SOUTHWEST OF A
 DE3352'POWER POLE WITH SIX GUY WIRES, 2.1 FEET (0.6 M) WEST SOUTHWEST OF A
 DE3352'WITNESS POST.
 DE3352'DESCRIBED BY T. HALL.
 DE3352
 DE3352                          STATION RECOVERY (2000)
 DE3352
 DE3352'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3352'STATION IS LOCATED 5.6 MILES (9.0 KM) WEST OF NEW ELLENTON, 9.3 MILES
 DE3352'(15.0 KM) SOUTH SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3352'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3352'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3352'278 (WILLISTON ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD) , 5.0
 DE3352'MILES (8.0 KM) WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR
 DE3352'2.0 MILES (3.2 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN
 DE3352'THE NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW
 DE3352'ROAD) .  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 4.0
 DE3352'FEET (1.2 M) ABOVE THE HIGHWAY, 3.2 FEET (1.0 M) WEST SOUTHWEST OF THE
 DE3352'POWER POLE WITH THREE GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED,
 DE3352'10.8 FEET (3.3 M) SOUTH SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES,
 DE3352'42.3 FEET (12.9 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 84.6
 DE3352'FEET (25.8 M) EAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET (0.8 M) WEST
 DE3352'SOUTHWEST OF A WITNESS POST. RECOVERED BY M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3351 ***********************************************************************
 DE3351  DESIGNATION -  2 023
 DE3351  PID         -  DE3351
 DE3351  STATE/COUNTY-  SC/AIKEN
 DE3351  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3351
 DE3351                         *CURRENT SURVEY CONTROL
 DE3351  ___________________________________________________________________
 DE3351* NAD 83(2001)-  33 26 07.51524(N)    081 45 55.65001(W)     ADJUSTED  
 DE3351* NAVD 88     -       111.013  (meters)     364.22   (feet)  ADJUSTED  
 DE3351  ___________________________________________________________________
 DE3351  X           -     763,118.462 (meters)                     COMP
 DE3351  Y           -  -5,273,154.433 (meters)                     COMP
 DE3351  Z           -   3,494,403.546 (meters)                     COMP
 DE3351  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DE3351  ELLIP HEIGHT-          80.43  (meters)          (03/13/03) GPS OBS
 DE3351  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DE3351  DYNAMIC HT  -         110.892 (meters)     363.82  (feet)  COMP
 DE3351  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 DE3351
 DE3351  HORZ ORDER  -  FIRST
 DE3351  VERT ORDER  -  FIRST     CLASS II
 DE3351  ELLP ORDER  -  FOURTH    CLASS II
 DE3351
 DE3351.The horizontal coordinates were established by GPS observations
 DE3351.and adjusted by the National Geodetic Survey in March 2003..
 DE3351
 DE3351.The orthometric height was determined by differential leveling
 DE3351.and adjusted by the National Geodetic Survey in April 1994..
 DE3351
 DE3351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3351
 DE3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3351
 DE3351.The ellipsoidal height was determined by GPS observations
 DE3351.and is referenced to NAD 83.
 DE3351
 DE3351.The geoid height was determined by GEOID03.
 DE3351
 DE3351.The dynamic height is computed by dividing the NAVD 88
 DE3351.geopotential number by the normal gravity value computed on the
 DE3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3351.degrees latitude (g = 980.6199 gals.).
 DE3351
 DE3351.The modeled gravity was interpolated from observed gravity values.
 DE3351
 DE3351;                    North         East     Units Scale Factor Converg.
 DE3351;SPC SC       -   177,929.629   538,433.642   MT  0.99980194   -0 25 27.7
 DE3351;SPC SC       -   583,758.63  1,766,514.57   iFT  0.99980194   -0 25 27.7
 DE3351;UTM  17      - 3,699,821.333   428,846.528   MT  0.99966242   -0 25 18.4
 DE3351
 DE3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3351!SPC SC       -   0.99998737  x   0.99980194  =   0.99978932
 DE3351!UTM  17      -   0.99998737  x   0.99966242  =   0.99964980
 DE3351
 DE3351                          SUPERSEDED SURVEY CONTROL
 DE3351
 DE3351  NAD 83(1986)-  33 26 07.52252(N)    081 45 55.64426(W) AD(       ) 1
 DE3351  NAD 83(1995)-  33 26 07.51583(N)    081 45 55.64982(W) AD(       ) 1
 DE3351  ELLIP H (11/18/02)   80.51   (m)                       GP(       ) 4 2
 DE3351  NAVD 88 (11/18/02)  111.01   (m)          364.2    (f) LEVELING    3  
 DE3351
 DE3351.Superseded values are not recommended for survey control.
 DE3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3351.See file dsdata.txt to determine how the superseded data were derived.
 DE3351
 DE3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2884799821(NAD 83)
 DE3351_MARKER: DD = SURVEY DISK
 DE3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3351_SP_SET: CONCRETE POST
 DE3351_STAMPING: 2 023 1992
 DE3351_MARK LOGO: SCGS  
 DE3351_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3351+STABILITY: SURFACE MOTION
 DE3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3351+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000
 DE3351
 DE3351  HISTORY     - Date     Condition        Report By
 DE3351  HISTORY     - 1992     MONUMENTED       SCGS
 DE3351  HISTORY     - 20000928 GOOD             SCGS
 DE3351
 DE3351                          STATION DESCRIPTION
 DE3351
 DE3351'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3351'STATION IS LOCATED 4.6 MILES (7.4 KM) WEST OF NEW ELLENTON, 8.9 MILES
 DE3351'(14.3 KM) SOUTH SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3351'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3351'803-737-1350.
 DE3351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 (WILLISTON
 DE3351'ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD), 6.0 MILES (9.7 KM)
 DE3351'WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR 2.0 MILES
 DE3351'(3.2 KM) TO THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW ROAD),
 DE3351'TURN RIGHT ON ROAD 146 FOR 0.95 MILE (1.53 KM) TO A SAND DRIVEWAY
 DE3351'RIGHT AND THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF THE
 DE3351'DRIVEWAY, A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH
 DE3351'THE ROAD, 141.7 FEET (43.2 M) EAST OF A FLAGPOLE IN THE OPEN YARD OF
 DE3351'A BRICK HOUSE, 30.3 FEET (9.2 M) SOUTHWEST OF THE CENTER OF THE ROAD,
 DE3351'29.5 FEET (9.0 M) WEST NORTHWEST OF THE CENTER OF THE DRIVEWAY, 2.8
 DE3351'FEET (0.9 M) NORTH OF THE POWER POLE NUMBER 68544/553-22--3.8--1.2,
 DE3351'3.6 FEET (1.1 M) NORTH NORTHWEST OF A TELEPHONE JUNCTION BOX
 DE3351'SC/146/PD/3, 22.6 FEET (6.9 M) WEST OF THE WEST END OF A 1.6-FOOT
 DE3351'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 2.4 FEET (0.7 M) NORTH OF
 DE3351'A WITNESS POST.
 DE3351'DESCRIBED BY T. HALL.
 DE3351
 DE3351                          STATION RECOVERY (2000)
 DE3351
 DE3351'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3351'STATION IS LOCATED 4.7 MILES (7.6 KM) WEST OF NEW ELLENTON, 9.0 MILES
 DE3351'(14.5 KM) SOUTH SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3351'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3351'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3351'278 (WILLISTON ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD) , 5.0
 DE3351'MILES (8.0 KM) WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR
 DE3351'2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW
 DE3351'ROAD) , TURN RIGHT ON ROAD 146 FOR 0.95 MILE (1.53 KM) TO THE STATION
 DE3351'ON THE RIGHT NEAR A POWER POLE AT THE EAST CORNER OF PROPERTY FOR A
 DE3351'BRICK HOUSE NUMBER 1190.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 DE3351'(6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 31.1 FEET (9.5 M)
 DE3351'SOUTHWEST OF THE CENTER OF THE ROAD, 29.3 FEET (8.9 M) NORTHWEST OF
 DE3351'THE CENTER OF THE DRIVEWAY TO HOUSE NUMBER 1202, 2.9 FEET (0.9 M)
 DE3351'NORTH OF THE POWER POLE NUMBER 68544, 5.1 FEET (1.6 M) NORTH NORTHWEST
 DE3351'OF A TELEPHONE JUNCTION BOX NUMBER 1197, 142.4 FEET (43.4 M) EAST OF A
 DE3351'METAL FLAG POLE, 2.5 FEET (0.8 M) NORTH OF A WITNESS POST.  RECOVERED
 DE3351'BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3350 ***********************************************************************
 DE3350  DESIGNATION -  2 024
 DE3350  PID         -  DE3350
 DE3350  STATE/COUNTY-  SC/AIKEN
 DE3350  USGS QUAD   -  HOLLOW CREEK (1989)
 DE3350
 DE3350                         *CURRENT SURVEY CONTROL
 DE3350  ___________________________________________________________________
 DE3350* NAD 83(1986)-  33 25 42.     (N)    081 45 04.     (W)     SCALED    
 DE3350* NAVD 88     -        69.702  (meters)     228.68   (feet)  ADJUSTED  
 DE3350  ___________________________________________________________________
 DE3350  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DE3350  DYNAMIC HT  -          69.626 (meters)     228.43  (feet)  COMP
 DE3350  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 DE3350
 DE3350  VERT ORDER  -  FIRST     CLASS II
 DE3350
 DE3350.The horizontal coordinates were scaled from a topographic map and have
 DE3350.an estimated accuracy of +/- 6 seconds.
 DE3350
 DE3350.The orthometric height was determined by differential leveling
 DE3350.and adjusted by the National Geodetic Survey in April 1994..
 DE3350
 DE3350.The geoid height was determined by GEOID03.
 DE3350
 DE3350.The dynamic height is computed by dividing the NAVD 88
 DE3350.geopotential number by the normal gravity value computed on the
 DE3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3350.degrees latitude (g = 980.6199 gals.).
 DE3350
 DE3350.The modeled gravity was interpolated from observed gravity values.
 DE3350
 DE3350;                    North         East    Units  Estimated Accuracy
 DE3350;SPC SC       -   177,130.      539,760.      MT  (+/- 180 meters Scaled)
 DE3350
 DE3350                          SUPERSEDED SURVEY CONTROL
 DE3350
 DE3350.No superseded survey control is available for this station.
 DE3350
 DE3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS301990(NAD 83)
 DE3350_MARKER: DD = SURVEY DISK
 DE3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3350_SP_SET: CONCRETE POST
 DE3350_STAMPING: 2 024 1992
 DE3350_MARK LOGO: SCGS  
 DE3350_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3350+STABILITY: SURFACE MOTION
 DE3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3350+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000
 DE3350
 DE3350  HISTORY     - Date     Condition        Report By
 DE3350  HISTORY     - 1992     MONUMENTED       SCGS
 DE3350  HISTORY     - 20000928 GOOD             SCGS
 DE3350
 DE3350                          STATION DESCRIPTION
 DE3350
 DE3350'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3350'STATION IS LOCATED 3.9 MILES (6.3 KM) WEST OF NEW ELLENTON, 9.1 MILES
 DE3350'(14.6 KM) SOUTH OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3350'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3350'803-737-1350.
 DE3350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 (WILLISTON
 DE3350'ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD), 6.0 MILES (9.7 KM)
 DE3350'WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR 2.0 MILES
 DE3350'(3.2 KM) TO THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW ROAD),
 DE3350'TURN RIGHT ON ROAD 146 FOR 1.9 MILES (3.1 KM) TO THE SAINT MARK
 DE3350'MISSIONARY BAPTIST CHURCH AND THE STATION NEAR A POWER POLE ON THE
 DE3350'RIGHT,  A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DE3350'THE ROAD, 33.1 FEET (10.1 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 DE3350'ROAD, 2.6 FEET (0.8 M) NORTH OF THE POWER POLE NUMBER
 DE3350'583-3-4.6-5.2/08141 WITH A SECURITY LIGHT AND A GUY WIRE, 74.0 FEET
 DE3350'(22.6 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 2.0
 DE3350'FEET (0.6 M) SOUTHEAST OF THE NORTH LEG OF A WOODEN CHURCH SIGN.
 DE3350'DESCRIBED BY T. HALL.
 DE3350
 DE3350                          STATION RECOVERY (2000)
 DE3350
 DE3350'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3350'STATION IS LOCATED 3.9 MILES (6.3 KM) WEST OF NEW ELLENTON, 9.3 MILES
 DE3350'(15.0 KM) SOUTH OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3350'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3350'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3350'278 (WILLISTON ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD) , 5.0
 DE3350'MILES (8.0 KM) WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR
 DE3350'2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW
 DE3350'ROAD) , TURN RIGHT ON ROAD 146 FOR 1.9 MILES (3.1 KM) TO THE STATION
 DE3350'ON THE RIGHT NEAR A POWER POLE IN FRONT OF THE SAINT MARK MISSIONARY
 DE3350'BAPTIST CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DE3350'LEVEL WITH THE ROAD, 33.5 FEET (10.2 M) SOUTH OF THE CENTER OF THE
 DE3350'ROAD, 2.9 FEET (0.9 M) NORTH OF THE POWER POLE NUMBER 08141 WITH A
 DE3350'SECURITY LIGHT AND GUY WIRE, 21.7 FEET (6.6 M) WEST OF A FIRE HYDRANT,
 DE3350'73.9 FEET (22.5 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 DE3350'CHURCH, 2.6 FEET (0.8 M) NORTH OF A WITNESS POST.  RECOVERED BY D.L.
 DE3350'BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3349 ***********************************************************************
 DE3349  DESIGNATION -  2 025
 DE3349  PID         -  DE3349
 DE3349  STATE/COUNTY-  SC/AIKEN
 DE3349  USGS QUAD   -  NEW ELLENTON (1989)
 DE3349
 DE3349                         *CURRENT SURVEY CONTROL
 DE3349  ___________________________________________________________________
 DE3349* NAD 83(1986)-  33 25 59.     (N)    081 44 08.     (W)     SCALED    
 DE3349* NAVD 88     -       121.399  (meters)     398.29   (feet)  ADJUSTED  
 DE3349  ___________________________________________________________________
 DE3349  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DE3349  DYNAMIC HT  -         121.268 (meters)     397.86  (feet)  COMP
 DE3349  MODELED GRAV-     979,551.3   (mgal)                       NAVD 88
 DE3349
 DE3349  VERT ORDER  -  FIRST     CLASS II
 DE3349
 DE3349.The horizontal coordinates were scaled from a topographic map and have
 DE3349.an estimated accuracy of +/- 6 seconds.
 DE3349
 DE3349.The orthometric height was determined by differential leveling
 DE3349.and adjusted by the National Geodetic Survey in April 1994..
 DE3349
 DE3349.The geoid height was determined by GEOID03.
 DE3349
 DE3349.The dynamic height is computed by dividing the NAVD 88
 DE3349.geopotential number by the normal gravity value computed on the
 DE3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3349.degrees latitude (g = 980.6199 gals.).
 DE3349
 DE3349.The modeled gravity was interpolated from observed gravity values.
 DE3349
 DE3349;                    North         East    Units  Estimated Accuracy
 DE3349;SPC SC       -   177,650.      541,210.      MT  (+/- 180 meters Scaled)
 DE3349
 DE3349                          SUPERSEDED SURVEY CONTROL
 DE3349
 DE3349.No superseded survey control is available for this station.
 DE3349
 DE3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS316995(NAD 83)
 DE3349_MARKER: DD = SURVEY DISK
 DE3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3349_SP_SET: CONCRETE POST
 DE3349_STAMPING: 2 025 1992
 DE3349_MARK LOGO: SCGS  
 DE3349_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3349+STABILITY: SURFACE MOTION
 DE3349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3349+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000
 DE3349
 DE3349  HISTORY     - Date     Condition        Report By
 DE3349  HISTORY     - 1992     MONUMENTED       SCGS
 DE3349  HISTORY     - 20000928 GOOD             SCGS
 DE3349
 DE3349                          STATION DESCRIPTION
 DE3349
 DE3349'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3349'STATION IS LOCATED 3.05 MILES (4.91 KM) WEST NORTHWEST OF NEW
 DE3349'ELLENTON, 8.7 MILES (14.0 KM) SOUTH OF AIKEN. OWNERSHIP--SCDHPT,
 DE3349'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3349'803-737-1350.
 DE3349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 (WILLISTON
 DE3349'ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD, 6.0 MILES (9.7 KM)
 DE3349'WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR 2.0 MILES
 DE3349'(3.2 KM) TO THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW ROAD),
 DE3349'TURN RIGHT ON ROAD 146 FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF
 DE3349'STATE ROAD 504, TURN LEFT ON ROAD 504 FOR 0.65 MILE (1.05 KM) TO THE
 DE3349'STATION ON THE RIGHT NEAR A POWER POLE AT A FENCE LINE.
 DE3349'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3349'ROAD, 33.2 FEET (10.1 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD,
 DE3349'3.0 FEET (0.9 M) EAST NORTHEAST OF THE POWER POLE NUMBER
 DE3349'08099/553-24-1.3-9.4, 125.9 FEET (38.4 M) WEST OF THE NORTHWEST
 DE3349'CORNER POST OF AN OPEN AIR SHED INSIDE OF THE FENCE, 0.9 FOOT
 DE3349'(27.4 CM) NORTH NORTHWEST OF THE FENCE LINE, 3.2 FEET (1.0 M) EAST
 DE3349'NORTHEAST OF A WITNESS POST.
 DE3349'DESCRIBED BY T. HALL.
 DE3349
 DE3349                          STATION RECOVERY (2000)
 DE3349
 DE3349'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3349'STATION IS LOCATED 3.1 MILES (5.0 KM) WEST NORTHWEST OF NEW ELLENTON,
 DE3349'8.8 MILES (14.2 KM) SOUTH OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3349'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3349'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3349'278 (WILLISTON ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD) , 5.0
 DE3349'MILES (8.0 KM) WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR
 DE3349'2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW
 DE3349'ROAD) , TURN RIGHT ON ROAD 146 FOR 2.3 MILES (3.7 KM) TO THE JUNCTION
 DE3349'OF STATE ROAD 504 (WHITE POND ROAD) LEFT, TURN LEFT ON ROAD 504 FOR
 DE3349'0.65 MILE (1.05 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE AND
 DE3349'FENCE LINE.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 DE3349'0.5 FOOT (15.2 CM) BELOW THE ROAD, 32.7 FEET (10.0 M) SOUTH OF THE
 DE3349'CENTER OF THE ROAD, 2.8 FEET (0.9 M) EAST OF THE POWER POLE NUMBER
 DE3349'08099, 4.2 FEET (1.3 M) NORTHWEST OF WOODEN FENCE POST WITH A SCGS
 DE3349'REFERENCE WASHER ATTACHED, 2.8 FEET (0.9 M) EAST OF A WITNESS POST.
 DE3349'RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3348 ***********************************************************************
 DE3348  DESIGNATION -  2 026
 DE3348  PID         -  DE3348
 DE3348  STATE/COUNTY-  SC/AIKEN
 DE3348  USGS QUAD   -  NEW ELLENTON (1989)
 DE3348
 DE3348                         *CURRENT SURVEY CONTROL
 DE3348  ___________________________________________________________________
 DE3348* NAD 83(1986)-  33 26 01.     (N)    081 43 11.     (W)     SCALED    
 DE3348* NAVD 88     -       119.575  (meters)     392.31   (feet)  ADJUSTED  
 DE3348  ___________________________________________________________________
 DE3348  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DE3348  DYNAMIC HT  -         119.445 (meters)     391.88  (feet)  COMP
 DE3348  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 DE3348
 DE3348  VERT ORDER  -  FIRST     CLASS II
 DE3348
 DE3348.The horizontal coordinates were scaled from a topographic map and have
 DE3348.an estimated accuracy of +/- 6 seconds.
 DE3348
 DE3348.The orthometric height was determined by differential leveling
 DE3348.and adjusted by the National Geodetic Survey in April 1994..
 DE3348
 DE3348.The geoid height was determined by GEOID03.
 DE3348
 DE3348.The dynamic height is computed by dividing the NAVD 88
 DE3348.geopotential number by the normal gravity value computed on the
 DE3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3348.degrees latitude (g = 980.6199 gals.).
 DE3348
 DE3348.The modeled gravity was interpolated from observed gravity values.
 DE3348
 DE3348;                    North         East    Units  Estimated Accuracy
 DE3348;SPC SC       -   177,700.      542,680.      MT  (+/- 180 meters Scaled)
 DE3348
 DE3348                          SUPERSEDED SURVEY CONTROL
 DE3348
 DE3348.No superseded survey control is available for this station.
 DE3348
 DE3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS330995(NAD 83)
 DE3348_MARKER: DD = SURVEY DISK
 DE3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3348_SP_SET: CONCRETE POST
 DE3348_STAMPING: 2 026 1992
 DE3348_MARK LOGO: SCGS  
 DE3348_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3348+STABILITY: SURFACE MOTION
 DE3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3348+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000
 DE3348
 DE3348  HISTORY     - Date     Condition        Report By
 DE3348  HISTORY     - 1992     MONUMENTED       SCGS
 DE3348  HISTORY     - 20000928 GOOD             SCGS
 DE3348
 DE3348                          STATION DESCRIPTION
 DE3348
 DE3348'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3348'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTHWEST OF NEW ELLENTON.
 DE3348'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3348'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3348'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 (WILLISTON
 DE3348'ROAD) AND STATE HIGHWAY 302 (SILVER BLUFF ROAD), 6.0 MILES (9.7 KM)
 DE3348'WEST OF NEW ELLENTON, GO NORTHEAST ON HIGHWAY 302 FOR 2.0 MILES
 DE3348'(3.2 KM) TO THE JUNCTION OF STATE ROAD 146 (GRAYMARE HOLLOW ROAD),
 DE3348'TURN RIGHT ON ROAD 146 FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF
 DE3348'STATE ROAD 504, TURN LEFT ON ROAD 504 FOR 1.65 MILES (2.66 KM) TO THE
 DE3348'STATION NEAR A POWER POLE ON THE RIGHT.
 DE3348'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3348'(15.2 CM) ABOVE THE ROAD, 16.5 FEET (5.0 M) SOUTH SOUTHWEST OF THE
 DE3348'CENTER OF THE ROAD, 2.8 FEET (0.9 M) NORTHWEST OF THE POWER POLE
 DE3348'NUMBER 19823/554-21-2.3-4.7, 2.7 FEET (0.8 M) NORTHWEST OF A
 DE3348'TELEPHONE JUNCTION BOX NUMBER 447/6, 18.8 FEET (5.7 M) EAST OF THE
 DE3348'CENTER OF A METAL WATER METER COVER, 68.5 FEET (20.9 M) NORTHEAST OF
 DE3348'THE NORTHWEST CORNER OF A MOBILE HOME NUMBER 405, 2.5 FEET (0.8 M)
 DE3348'NORTHWEST OF A WITNESS POST.
 DE3348'DESCRIBED BY T. HALL.
 DE3348
 DE3348                          STATION RECOVERY (2000)
 DE3348
 DE3348'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3348'STATION IS LOCATED 2.2 MILES (3.5 KM) WEST NORTHWEST OF NEW ELLENTON,
 DE3348'8.7 MILES (14.0 KM) SOUTH OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3348'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3348'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3348'278 (WILLISTON ROAD) AND STATE HIGHWAY 19 (MAIN STREET) IN NEW
 DE3348'ELLENTON, GO NORTH ON HIGHWAY 19 FOR 3.1 MILES (5.0 KM) TO THE
 DE3348'JUNCTION OF STATE ROAD 504 (DRY BRANCH ROAD) , TURN LEFT ON ROAD 504
 DE3348'FOR 1.95 MILES (3.14 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE
 DE3348'AT MOBILE HOME NUMBER 405.  STATION IS A CONCRETE POST FLUSH WITH THE
 DE3348'GROUND AND LEVEL WITH THE ROAD, 15.9 FEET (4.8 M) SOUTH SOUTHWEST OF
 DE3348'THE CENTER OF THE ROAD, 2.9 FEET (0.9 M) NORTHWEST OF THE POWER POLE
 DE3348'NUMBER 19823 WITH TRANSFORMER, 39.1 FEET (11.9 M) EAST SOUTHEAST OF
 DE3348'THE CENTER OF THE PAVED DRIVEWAY TO THE MOBILE HOME, 42.6 FEET (13.0
 DE3348'M) SOUTH SOUTHEAST OF A POWER POLE NUMBER 08206, 2.9 FEET (0.9 M)
 DE3348'NORTHWEST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3347 ***********************************************************************
 DE3347  DESIGNATION -  2 027
 DE3347  PID         -  DE3347
 DE3347  STATE/COUNTY-  SC/AIKEN
 DE3347  USGS QUAD   -  NEW ELLENTON (1989)
 DE3347
 DE3347                         *CURRENT SURVEY CONTROL
 DE3347  ___________________________________________________________________
 DE3347* NAD 83(1986)-  33 26 02.     (N)    081 42 07.     (W)     SCALED    
 DE3347* NAVD 88     -       119.856  (meters)     393.23   (feet)  ADJUSTED  
 DE3347  ___________________________________________________________________
 DE3347  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE3347  DYNAMIC HT  -         119.726 (meters)     392.80  (feet)  COMP
 DE3347  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DE3347
 DE3347  VERT ORDER  -  FIRST     CLASS II
 DE3347
 DE3347.The horizontal coordinates were scaled from a topographic map and have
 DE3347.an estimated accuracy of +/- 6 seconds.
 DE3347
 DE3347.The orthometric height was determined by differential leveling
 DE3347.and adjusted by the National Geodetic Survey in April 1994..
 DE3347
 DE3347.The geoid height was determined by GEOID03.
 DE3347
 DE3347.The dynamic height is computed by dividing the NAVD 88
 DE3347.geopotential number by the normal gravity value computed on the
 DE3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3347.degrees latitude (g = 980.6199 gals.).
 DE3347
 DE3347.The modeled gravity was interpolated from observed gravity values.
 DE3347
 DE3347;                    North         East    Units  Estimated Accuracy
 DE3347;SPC SC       -   177,720.      544,340.      MT  (+/- 180 meters Scaled)
 DE3347
 DE3347                          SUPERSEDED SURVEY CONTROL
 DE3347
 DE3347.No superseded survey control is available for this station.
 DE3347
 DE3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS347996(NAD 83)
 DE3347_MARKER: DD = SURVEY DISK
 DE3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3347_SP_SET: CONCRETE POST
 DE3347_STAMPING: 2 027 1992
 DE3347_MARK LOGO: SCGS  
 DE3347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3347+STABILITY: SURFACE MOTION
 DE3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3347+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000
 DE3347
 DE3347  HISTORY     - Date     Condition        Report By
 DE3347  HISTORY     - 1992     MONUMENTED       SCGS
 DE3347  HISTORY     - 20000928 GOOD             SCGS
 DE3347
 DE3347                          STATION DESCRIPTION
 DE3347
 DE3347'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3347'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTHWEST OF NEW ELLENTON.
 DE3347'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3347'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3347'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 AND STATE
 DE3347'HIGHWAY 19, 1.9 MILES (3.1 KM) SOUTH OF NEW ELLENTON, GO NORTH ON
 DE3347'HIGHWAY 19 FOR 3.1 MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD 504
 DE3347'(DRY BRANCH ROAD), TURN LEFT ON ROAD 504 FOR 0.95 MILE (1.53 KM) TO A
 DE3347'DRIVEWAY RIGHT LEADING TO A BRICK HOUSE NUMBER 204 AND THE STATION
 DE3347'NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE DRIVEWAY.
 DE3347'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DE3347'THE ROAD, 135.9 FEET (41.4 M) WEST NORTHWEST OF A CONCRETE REINFORCED
 DE3347'WATER METER COVER, 27.5 FEET (8.4 M) NORTH OF THE CENTER OF THE ROAD,
 DE3347'2.1 FEET (0.6 M) NORTH OF THE POWER POLE NUMBER
 DE3347'72658/554/23--2.4--4.2 WITH TWO GUY WIRES, A TRANSFORMER AND A
 DE3347'SECURITY LIGHT, 50.3 FEET (15.3 M) EAST OF THE EAST END OF A 1.6-FOOT
 DE3347'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO THE BRICK HOUSE, 66.4
 DE3347'FEET (20.2 M) SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BASKETBALL
 DE3347'COURT AT THE DRIVEWAY, 135.5 FEET (41.3 M) WEST OF A FIRE HYDRANT,
 DE3347'8.9 FEET (2.7 M) SOUTH OF A WITNESS POST.
 DE3347'DESCRIBED BY T. HALL.
 DE3347
 DE3347                          STATION RECOVERY (2000)
 DE3347
 DE3347'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3347'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTHWEST OF NEW ELLENTON, 8.8
 DE3347'MILES (14.2 KM) SOUTH OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3347'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3347'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3347'278 (WILLISTON ROAD) AND STATE HIGHWAY 19 (MAIN STREET) IN NEW
 DE3347'ELLENTON, GO NORTH ON HIGHWAY 19 FOR 3.1 MILES (5.0 KM) TO THE
 DE3347'JUNCTION OF STATE ROAD 504 (DRY BRANCH ROAD) , TURN LEFT ON ROAD 504
 DE3347'FOR 0.95 MILE (1.53 KM) TO THE STATION NEAR A POWER POLE IN THE
 DE3347'NORTHEAST ANGLE OF A CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE NUMBER
 DE3347'204.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL
 DE3347'WITH THE ROAD, 27.9 FEET (8.5 M) NORTH OF THE CENTER OF ROAD 504, 60.3
 DE3347'FEET (18.4 M) EAST OF THE CENTER OF THE DRIVE, 2.1 FEET (0.6 M) NORTH
 DE3347'OF THE POWER POLE NUMBER 72658 WITH A TRANSFORMER AND TWO GUY WIRES,
 DE3347'135.8 FEET (41.4 M) WEST OF A FIRE HYDRANT, 9.1 FEET (2.8 M) SOUTH OF
 DE3347'A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3346 ***********************************************************************
 DE3346  DESIGNATION -  2 028
 DE3346  PID         -  DE3346
 DE3346  STATE/COUNTY-  SC/AIKEN
 DE3346  USGS QUAD   -  NEW ELLENTON (1989)
 DE3346
 DE3346                         *CURRENT SURVEY CONTROL
 DE3346  ___________________________________________________________________
 DE3346* NAD 83(1986)-  33 26 12.     (N)    081 41 12.     (W)     SCALED    
 DE3346* NAVD 88     -       133.178  (meters)     436.93   (feet)  ADJUSTED  
 DE3346  ___________________________________________________________________
 DE3346  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE3346  DYNAMIC HT  -         133.033 (meters)     436.46  (feet)  COMP
 DE3346  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 DE3346
 DE3346  VERT ORDER  -  FIRST     CLASS II
 DE3346
 DE3346.The horizontal coordinates were scaled from a topographic map and have
 DE3346.an estimated accuracy of +/- 6 seconds.
 DE3346
 DE3346.The orthometric height was determined by differential leveling
 DE3346.and adjusted by the National Geodetic Survey in April 1994..
 DE3346
 DE3346.The geoid height was determined by GEOID03.
 DE3346
 DE3346.The dynamic height is computed by dividing the NAVD 88
 DE3346.geopotential number by the normal gravity value computed on the
 DE3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3346.degrees latitude (g = 980.6199 gals.).
 DE3346
 DE3346.The modeled gravity was interpolated from observed gravity values.
 DE3346
 DE3346;                    North         East    Units  Estimated Accuracy
 DE3346;SPC SC       -   178,020.      545,760.      MT  (+/- 180 meters Scaled)
 DE3346
 DE3346                          SUPERSEDED SURVEY CONTROL
 DE3346
 DE3346.No superseded survey control is available for this station.
 DE3346
 DE3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS361999(NAD 83)
 DE3346_MARKER: DD = SURVEY DISK
 DE3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3346_SP_SET: CONCRETE POST
 DE3346_STAMPING: 2 028 1992
 DE3346_MARK LOGO: SCGS  
 DE3346_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3346+STABILITY: SURFACE MOTION
 DE3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3346+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DE3346
 DE3346  HISTORY     - Date     Condition        Report By
 DE3346  HISTORY     - 1992     MONUMENTED       SCGS
 DE3346  HISTORY     - 20000928 MARK NOT FOUND   SCGS
 DE3346
 DE3346                          STATION DESCRIPTION
 DE3346
 DE3346'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3346'STATION IS LOCATED 1.2 MILES (1.9 KM) NORTH OF NEW ELLENTON.
 DE3346'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3346'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3346'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 AND STATE
 DE3346'HIGHWAY 19, 1.9 MILES (3.1 KM) SOUTH OF NEW ELLENTON, GO NORTH ON
 DE3346'HIGHWAY 19 FOR 3.1 MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD 504
 DE3346'(DRY BRANCH ROAD) AND THE STATION NEAR THE ENTRANCE DRIVEWAY TO THE
 DE3346'AIKEN COUNTY SOLID WASTE SITE NUMBER 26 IN THE NORTHWEST ANGLE OF THE
 DE3346'JUNCTION,  A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DE3346'THE ROAD, 141.6 FEET (43.2 M) WEST OF THE CENTER OF THE HIGHWAY, 41.6
 DE3346'FEET (12.7 M) NORTH OF THE CENTER OF THE ROAD, 6.2 FEET (1.9 M)
 DE3346'SOUTHEAST OF A 3.0-FOOT TALL GUARD POST AT THE EAST SIDE OF THE
 DE3346'DRIVEWAY, 3.1 FEET (0.9 M) SOUTH SOUTHEAST OF A METAL SIGN POST (NO
 DE3346'COMMERCIAL HAULERS), 100.4 FEET (30.6 M) WEST OF THE NORTH END OF A
 DE3346'1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 9.4 FEET (2.9 M)
 DE3346'SOUTH SOUTHWEST OF A WITNESS POST.
 DE3346'DESCRIBED BY T. HALL.
 DE3346
 DE3346                          STATION RECOVERY (2000)
 DE3346
 DE3346'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3346'NOT RECOVERED, DUMPSTER AREA HAS MOVED AND CULVERT DISTANCE DID NOT
 DE3346'AGREE, AREA SEARCHED WITH NO RESULTS.  RECOVERY BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3345 ***********************************************************************
 DE3345  DESIGNATION -  2 029
 DE3345  PID         -  DE3345
 DE3345  STATE/COUNTY-  SC/AIKEN
 DE3345  USGS QUAD   -  NEW ELLENTON (1989)
 DE3345
 DE3345                         *CURRENT SURVEY CONTROL
 DE3345  ___________________________________________________________________
 DE3345* NAD 83(2001)-  33 26 51.78256(N)    081 41 12.43278(W)     ADJUSTED  
 DE3345* NAVD 88     -       132.653  (meters)     435.21   (feet)  ADJUSTED  
 DE3345  ___________________________________________________________________
 DE3345  X           -     770,252.111 (meters)                     COMP
 DE3345  Y           -  -5,271,375.726 (meters)                     COMP
 DE3345  Z           -   3,495,553.479 (meters)                     COMP
 DE3345  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DE3345  ELLIP HEIGHT-         101.97  (meters)          (03/13/03) GPS OBS
 DE3345  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE3345  DYNAMIC HT  -         132.509 (meters)     434.74  (feet)  COMP
 DE3345  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 DE3345
 DE3345  HORZ ORDER  -  FIRST
 DE3345  VERT ORDER  -  FIRST     CLASS II
 DE3345  ELLP ORDER  -  FOURTH    CLASS II
 DE3345
 DE3345.The horizontal coordinates were established by GPS observations
 DE3345.and adjusted by the National Geodetic Survey in March 2003..
 DE3345
 DE3345.The orthometric height was determined by differential leveling
 DE3345.and adjusted by the National Geodetic Survey in April 1994..
 DE3345
 DE3345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3345
 DE3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3345
 DE3345.The ellipsoidal height was determined by GPS observations
 DE3345.and is referenced to NAD 83.
 DE3345
 DE3345.The geoid height was determined by GEOID03.
 DE3345
 DE3345.The dynamic height is computed by dividing the NAVD 88
 DE3345.geopotential number by the normal gravity value computed on the
 DE3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3345.degrees latitude (g = 980.6199 gals.).
 DE3345
 DE3345.The modeled gravity was interpolated from observed gravity values.
 DE3345
 DE3345;                    North         East     Units Scale Factor Converg.
 DE3345;SPC SC       -   179,241.769   545,756.849   MT  0.99980110   -0 22 50.7
 DE3345;SPC SC       -   588,063.55  1,790,540.84   iFT  0.99980110   -0 22 50.7
 DE3345;UTM  17      - 3,701,133.588   436,168.616   MT  0.99965023   -0 22 42.8
 DE3345
 DE3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3345!SPC SC       -   0.99998399  x   0.99980110  =   0.99978509
 DE3345!UTM  17      -   0.99998399  x   0.99965023  =   0.99963423
 DE3345
 DE3345                          SUPERSEDED SURVEY CONTROL
 DE3345
 DE3345  NAD 83(1986)-  33 26 51.78996(N)    081 41 12.42722(W) AD(       ) 1
 DE3345  NAD 83(1995)-  33 26 51.78316(N)    081 41 12.43244(W) AD(       ) 1
 DE3345  ELLIP H (11/18/02)  102.07   (m)                       GP(       ) 4 2
 DE3345  ELLIP H (11/18/02)  101.96   (m)                       GP(       ) 4 2
 DE3345  NAVD 88 (11/18/02)  132.65   (m)          435.2    (f) LEVELING    3  
 DE3345
 DE3345.Superseded values are not recommended for survey control.
 DE3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3345.See file dsdata.txt to determine how the superseded data were derived.
 DE3345
 DE3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3616901134(NAD 83)
 DE3345_MARKER: DD = SURVEY DISK
 DE3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3345_SP_SET: CONCRETE POST
 DE3345_STAMPING: 2 029 1992
 DE3345_MARK LOGO: SCGS  
 DE3345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3345+STABILITY: SURFACE MOTION
 DE3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3345+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000
 DE3345
 DE3345  HISTORY     - Date     Condition        Report By
 DE3345  HISTORY     - 1992     MONUMENTED       SCGS
 DE3345  HISTORY     - 20000928 GOOD             SCGS
 DE3345
 DE3345                          STATION DESCRIPTION
 DE3345
 DE3345'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3345'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH OF NEW ELLENTON, 7.95
 DE3345'MILES (12.79 KM) SOUTH SOUTHEAST OF AIKEN. OWNERSHIP--SCDHPT,
 DE3345'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3345'803-737-1350.
 DE3345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 AND STATE
 DE3345'HIGHWAY 19, 1.9 MILES (3.1 KM) SOUTH OF NEW ELLENTON, GO NORTH ON
 DE3345'HIGHWAY 19 FOR 3.9 MILES (6.3 KM) TO THE JUNCTION OF STATE ROAD 1466
 DE3345'(PARTRIDGE BEND ROAD) AND THE STATION NEAR A POWER POLE IN THE
 DE3345'SOUTHWEST ANGLE OF THE JUNCTION.
 DE3345'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT
 DE3345'(15.2 CM) ABOVE THE HIGHWAY, 19.5 FEET (5.9 M) SOUTH OF THE CENTER OF
 DE3345'THE ROAD, 52.0 FEET (15.8 M) WEST OF THE CENTER OF THE HIGHWAY, 3.6
 DE3345'FEET (1.1 M) NORTH OF THE POWER POLE NUMBER 06939/554-14-1.2-5.8 WITH
 DE3345'TWO GUY WIRES, 19.5 FEET (5.9 M) EAST OF THE CENTER OF A METAL DRAIN
 DE3345'HOLE COVER SET INTO A CONCRETE PAD, 8.5 FEET (2.6 M) NORTHWEST OF A
 DE3345'WITNESS POST.
 DE3345'DESCRIBED BY T. HALL.
 DE3345
 DE3345                          STATION RECOVERY (2000)
 DE3345
 DE3345'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3345'STATION IS LOCATED 1.9 MILES (3.1 KM) NORTH OF NEW ELLENTON, 8.0 MILES
 DE3345'(12.9 KM) SOUTH SOUTHEAST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3345'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3345'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3345'278 (WILLISTON ROAD) AND STATE HIGHWAY 19 (MAIN STREET) IN NEW
 DE3345'ELLENTON, GO NORTH ON HIGHWAY 19 FOR 3.9 MILES (6.3 KM) TO THE STATION
 DE3345'NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF THE SOUTHERN-MOST JUNCTION
 DE3345'OF STATE ROAD 1466 (PARTRIDGE BEND ROAD) .  STATION IS A CONCRETE POST
 DE3345'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE JUNCTION, 17.8
 DE3345'FEET (5.4 M) SOUTH OF THE CENTER OF ROAD 1466, 52.3 FEET (15.9 M) WEST
 DE3345'OF THE CENTER OF THE HIGHWAY, 4.2 FEET (1.3 M) NORTH OF THE POWER POLE
 DE3345'NUMBER 06939 WITH TRANSFORMER AND TWO GUY WIRES, 19.6 FEET (6.0 M)
 DE3345'EAST OF THE CENTER OF A MANHOLE COVER, 8.7 FEET (2.7 M) NORTHWEST OF A
 DE3345'WITNESS POST.  RECOVERED BY D.L. BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3333 ***********************************************************************
 DE3333  DESIGNATION -  2 030
 DE3333  PID         -  DE3333
 DE3333  STATE/COUNTY-  SC/AIKEN
 DE3333  USGS QUAD   -  NEW ELLENTON (1989)
 DE3333
 DE3333                         *CURRENT SURVEY CONTROL
 DE3333  ___________________________________________________________________
 DE3333* NAD 83(1986)-  33 27 47.     (N)    081 41 14.     (W)     SCALED    
 DE3333* NAVD 88     -       147.320  (meters)     483.33   (feet)  ADJUSTED  
 DE3333  ___________________________________________________________________
 DE3333  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE3333  DYNAMIC HT  -         147.160 (meters)     482.81  (feet)  COMP
 DE3333  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 DE3333
 DE3333  VERT ORDER  -  FIRST     CLASS II
 DE3333
 DE3333.The horizontal coordinates were scaled from a topographic map and have
 DE3333.an estimated accuracy of +/- 6 seconds.
 DE3333
 DE3333.The orthometric height was determined by differential leveling
 DE3333.and adjusted by the National Geodetic Survey in April 1994..
 DE3333
 DE3333.The geoid height was determined by GEOID03.
 DE3333
 DE3333.The dynamic height is computed by dividing the NAVD 88
 DE3333.geopotential number by the normal gravity value computed on the
 DE3333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3333.degrees latitude (g = 980.6199 gals.).
 DE3333
 DE3333.The modeled gravity was interpolated from observed gravity values.
 DE3333
 DE3333;                    North         East    Units  Estimated Accuracy
 DE3333;SPC SC       -   180,940.      545,730.      MT  (+/- 180 meters Scaled)
 DE3333
 DE3333                          SUPERSEDED SURVEY CONTROL
 DE3333
 DE3333.No superseded survey control is available for this station.
 DE3333
 DE3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT361028(NAD 83)
 DE3333_MARKER: DD = SURVEY DISK
 DE3333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3333_SP_SET: CONCRETE POST
 DE3333_STAMPING: 2 030 1992
 DE3333_MARK LOGO: SCGS  
 DE3333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3333+STABILITY: SURFACE MOTION
 DE3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3333+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3333
 DE3333  HISTORY     - Date     Condition        Report By
 DE3333  HISTORY     - 1992     MONUMENTED       SCGS
 DE3333  HISTORY     - 20000926 GOOD             SCGS
 DE3333
 DE3333                          STATION DESCRIPTION
 DE3333
 DE3333'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3333'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH OF NEW ELLENTON, 6.9 MILES
 DE3333'(11.1 KM) SOUTH SOUTHEAST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3333'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3333'803-737-1350.
 DE3333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 AND STATE
 DE3333'HIGHWAY 19, 1.9 MILES (3.1 KM) SOUTH OF NEW ELLENTON, GO NORTH ON
 DE3333'HIGHWAY 19 FOR 4.95 MILES (7.97 KM) TO THE JUNCTION OF STATE ROAD
 DE3333'1755 (CROSBY ROAD) AND THE STATION NEAR THE WEST LEG OF A WOODEN SIGN
 DE3333'FOR THE TALATHA CHURCH IN THE NORTHEAST ANGLE OF THE JUNCTION.
 DE3333'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DE3333'OF THE HIGHWAY, 2.8 FEET (0.9 M) NORTH OF THE LEG OF THE WOODEN SIGN,
 DE3333'25.6 FEET (7.8 M) NORTH OF THE CENTER OF THE ROAD, 62.4 FEET
 DE3333'(19.0 M) EAST OF THE CENTER OF THE HIGWAY, 7.7 FEET (2.3 M) SOUTH
 DE3333'SOUTHEAST OF A TELEPHONE JUNCTION BOX FWR/BBQ, 14.4 FEET (4.4 M) EAST
 DE3333'OF THE CENTER OF A METAL WATER METER COVER SET INTO A SMALL CONCRETE
 DE3333'PAD, 12.6 FEET (3.8 M) EAST SOUTHEAST OF A 2.0-FOOT TALL CONCRETE
 DE3333'POST WITH AN UNDERGROUND CABLE WARNING SIGN ATTACHED, 2.8 FEET
 DE3333'(0.9 M) NORTH OF A WITNESS POST.
 DE3333'DESCRIBED BY T. HALL.
 DE3333
 DE3333                          STATION RECOVERY (2000)
 DE3333
 DE3333'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3333'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH OF NEW ELLENTON, 7.0 MILES
 DE3333'(11.3 KM) SOUTH SOUTHEAST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3333'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3333'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE3333'19 (WHISKEY ROAD SOUTHEAST) AND STATE HIGHWAYS 118/302/19 TRUCK
 DE3333'BY-PASS (PINE LOG ROAD) IN AIKEN, GO SOUTH SOUTHEAST ON HIGHWAY 19 FOR
 DE3333'4.6 MILES (7.4 KM) TO THE STATION NEAR A SIGN FOR THE TALATHA BAPTIST
 DE3333'CHURCH IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 1755
 DE3333'(CROSBY ROAD) .  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 DE3333'AND 1.0 FOOT (0.3 M) BELOW THE JUNCTION, 25.2 FEET (7.7 M) NORTH OF
 DE3333'THE CENTER OF ROAD 1755, 61.3 FEET (18.7 M) EAST OF THE CENTER OF
 DE3333'HIGHWAY 19, 7.7 FEET (2.3 M) SOUTH OF A TELEPHONE JUNCTION BOX FWRBBQ,
 DE3333'12.1 FEET (3.7 M) SOUTHEAST OF A 3-FOOT CONCRETE MARKER POST, 2.9 FEET
 DE3333'(0.9 M) NORTH OF THE WEST LEG OF THE WOODEN SIGN, 2.9 FEET (0.9 M)
 DE3333'NORTH OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3334 ***********************************************************************
 DE3334  DESIGNATION -  2 031
 DE3334  PID         -  DE3334
 DE3334  STATE/COUNTY-  SC/AIKEN
 DE3334  USGS QUAD   -  NEW ELLENTON (1989)
 DE3334
 DE3334                         *CURRENT SURVEY CONTROL
 DE3334  ___________________________________________________________________
 DE3334* NAD 83(1986)-  33 28 12.     (N)    081 41 23.     (W)     SCALED    
 DE3334* NAVD 88     -       146.401  (meters)     480.32   (feet)  ADJUSTED  
 DE3334  ___________________________________________________________________
 DE3334  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE3334  DYNAMIC HT  -         146.243 (meters)     479.80  (feet)  COMP
 DE3334  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 DE3334
 DE3334  VERT ORDER  -  FIRST     CLASS II
 DE3334
 DE3334.The horizontal coordinates were scaled from a topographic map and have
 DE3334.an estimated accuracy of +/- 6 seconds.
 DE3334
 DE3334.The orthometric height was determined by differential leveling
 DE3334.and adjusted by the National Geodetic Survey in April 1994..
 DE3334
 DE3334.The geoid height was determined by GEOID03.
 DE3334
 DE3334.The dynamic height is computed by dividing the NAVD 88
 DE3334.geopotential number by the normal gravity value computed on the
 DE3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3334.degrees latitude (g = 980.6199 gals.).
 DE3334
 DE3334.The modeled gravity was interpolated from observed gravity values.
 DE3334
 DE3334;                    North         East    Units  Estimated Accuracy
 DE3334;SPC SC       -   181,710.      545,500.      MT  (+/- 180 meters Scaled)
 DE3334
 DE3334                          SUPERSEDED SURVEY CONTROL
 DE3334
 DE3334.No superseded survey control is available for this station.
 DE3334
 DE3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT359036(NAD 83)
 DE3334_MARKER: DD = SURVEY DISK
 DE3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3334_SP_SET: CONCRETE POST
 DE3334_STAMPING: 2 031 1992
 DE3334_MARK LOGO: SCGS  
 DE3334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3334+STABILITY: SURFACE MOTION
 DE3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3334+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3334
 DE3334  HISTORY     - Date     Condition        Report By
 DE3334  HISTORY     - 1992     MONUMENTED       SCGS
 DE3334  HISTORY     - 20000926 GOOD             SCGS
 DE3334
 DE3334                          STATION DESCRIPTION
 DE3334
 DE3334'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3334'STATION IS LOCATED 6.4 MILES (10.3 KM) SOUTH SOUTHEAST OF AIKEN, 3.5
 DE3334'MILES (5.6 KM) NORTH OF NEW ELLENTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3334'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3334'803-737-1350.
 DE3334'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3334'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST) AND 118 (PINE LOG ROAD
 DE3334'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO SOUTH SOUTHEAST
 DE3334'ON HIGHWAY 19 FOR 4.1 MILES (6.6 KM) TO THE JUNCTION OF STATE ROAD
 DE3334'816 (CHIME BELL ROAD) RIGHT AND THE STATION NEAR A POWER POLE ON THE
 DE3334'LEFT,  A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M)
 DE3334'ABOVE THE HIGHWAY, 49.5 FEET (15.1 M) EAST NORTHEAST OF THE CENTER OF
 DE3334'THE HIGHWAY, 30.5 FEET (9.3 M) SOUTH SOUTHEAST OF THE CENTER OF A
 DE3334'DRIVEWAY LEADING NORTHEAST TO A BRICK HOUSE, 1.9 FEET (0.6 M) NORTH
 DE3334'OF THE POWER POLE NUMBER 554-4-8.2-3.4/19983/14.3, 3.6 FEET (1.1 M)
 DE3334'NORTH OF A TELEPHONE JUNCTION BOX P 143, 35.0 FEET (10.7 M) SOUTHEAST
 DE3334'OF THE EXTENDED CENTER OF THE ROAD, 1.5 FEET (0.5 M) NORTH OF A
 DE3334'WITNESS POST.
 DE3334'DESCRIBED BY T. HALL.
 DE3334
 DE3334                          STATION RECOVERY (2000)
 DE3334
 DE3334'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3334'STATION IS LOCATED 3.5 MILES (5.6 KM) NORTH OF NEW ELLENTON, 6.5 MILES
 DE3334'(10.5 KM) SOUTH SOUTHEAST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3334'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3334'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE3334'19 (WHISKEY ROAD SOUTHEAST) AND STATE HIGHWAYS 118/302/19 TRUCK
 DE3334'BY-PASS (PINE LOG ROAD) IN AIKEN, GO SOUTH SOUTHEAST ON HIGHWAY 19 FOR
 DE3334'4.1 MILES (6.6 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE AT THE
 DE3334'JUNCTION OF STATE ROAD 816 (CHIM BELL ROAD) .  STATION IS A CONCRETE
 DE3334'POST RECESSED 0.1 FOOT (3.0 CM) AND 2.0 FEET (0.6 M) ABOVE THE
 DE3334'JUNCTION, 50.0 FEET (15.2 M) EAST NORTHEAST OF THE CENTER OF THE
 DE3334'HIGHWAY, 30.3 FEET (9.2 M) SOUTH SOUTHEAST OF THE CENTER OF A PAVED
 DE3334'DRIVEWAY TO A BRICK HOUSE, 2.0 FEET (0.6 M) NORTH OF THE POWER POLE
 DE3334'NUMBER 143, 6.0 FEET (1.8 M) NORTH NORTHWEST OF 3-FOOT CONCRETE MARKER
 DE3334'FOR UNDERGROUND UTILITIES, 1.6 FEET (0.5 M) NORTH OF A WITNESS POST.
 DE3334'RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3335 ***********************************************************************
 DE3335  DESIGNATION -  2 032
 DE3335  PID         -  DE3335
 DE3335  STATE/COUNTY-  SC/AIKEN
 DE3335  USGS QUAD   -  NEW ELLENTON (1989)
 DE3335
 DE3335                         *CURRENT SURVEY CONTROL
 DE3335  ___________________________________________________________________
 DE3335* NAD 83(1986)-  33 28 53.     (N)    081 41 44.     (W)     SCALED    
 DE3335* NAVD 88     -       139.446  (meters)     457.50   (feet)  ADJUSTED  
 DE3335  ___________________________________________________________________
 DE3335  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE3335  DYNAMIC HT  -         139.295 (meters)     457.00  (feet)  COMP
 DE3335  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DE3335
 DE3335  VERT ORDER  -  FIRST     CLASS II
 DE3335
 DE3335.The horizontal coordinates were scaled from a topographic map and have
 DE3335.an estimated accuracy of +/- 6 seconds.
 DE3335
 DE3335.The orthometric height was determined by differential leveling
 DE3335.and adjusted by the National Geodetic Survey in April 1994..
 DE3335
 DE3335.The geoid height was determined by GEOID03.
 DE3335
 DE3335.The dynamic height is computed by dividing the NAVD 88
 DE3335.geopotential number by the normal gravity value computed on the
 DE3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3335.degrees latitude (g = 980.6199 gals.).
 DE3335
 DE3335.The modeled gravity was interpolated from observed gravity values.
 DE3335
 DE3335;                    North         East    Units  Estimated Accuracy
 DE3335;SPC SC       -   182,980.      544,970.      MT  (+/- 180 meters Scaled)
 DE3335
 DE3335                          SUPERSEDED SURVEY CONTROL
 DE3335
 DE3335.No superseded survey control is available for this station.
 DE3335
 DE3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT353048(NAD 83)
 DE3335_MARKER: DD = SURVEY DISK
 DE3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3335_SP_SET: CONCRETE POST
 DE3335_STAMPING: 2 032 1992
 DE3335_MARK LOGO: SCGS  
 DE3335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3335+STABILITY: SURFACE MOTION
 DE3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3335+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3335
 DE3335  HISTORY     - Date     Condition        Report By
 DE3335  HISTORY     - 1992     MONUMENTED       SCGS
 DE3335  HISTORY     - 20000926 GOOD             SCGS
 DE3335
 DE3335                          STATION DESCRIPTION
 DE3335
 DE3335'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3335'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTH OF NEW ELLENTON, 5.55
 DE3335'MILES (8.93 KM) SOUTH SOUTHEAST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR
 DE3335'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3335'803-737-1350.
 DE3335'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3335'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST) AND 118 (PINE LOG ROAD
 DE3335'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO SOUTH SOUTHEAST
 DE3335'ON HIGHWAY 19 FOR 3.1 MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD
 DE3335'729 (TALATHA CHURCH ROAD), CONTINUE ON HIGHWAY 19 FOR 0.1 MILE
 DE3335'(0.2 KM) TO THE STATION NEAR A POWER POLE ON THE RIGHT.
 DE3335'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M)
 DE3335'ABOVE THE HIGHWAY, 60.4 FEET (18.4 M) WEST SOUTHWEST OF THE CENTER OF
 DE3335'THE HIGHWAY, 2.0 FEET (0.6 M) NORTH OF THE POWER POLE NUMBER
 DE3335'07580/524-18-3.9-7.4, 104.2 FEET (31.8 M) NORTH NORTHWEST OF THE
 DE3335'NORTH END OF A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH A DIRT DRIVEWAY
 DE3335'TO A MOBILE HOME PARK, 105.1 FEET (32.0 M) SOUTH OF THE SOUTH END OF
 DE3335'A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH A DIM SAND ROAD LEADING
 DE3335'SOUTH TO THE TRAILER PARK, 2.0 FEET (0.6 M) NORTH OF A WITNESS POST.
 DE3335'DESCRIBED BY T. HALL.
 DE3335
 DE3335                          STATION RECOVERY (2000)
 DE3335
 DE3335'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3335'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTH OF NEW ELLENTON, 5.6 MILES
 DE3335'(9.0 KM) SOUTH SOUTHEAST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3335'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3335'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE3335'19 (WHISKEY ROAD SOUTHEAST) AND STATE HIGHWAYS 118/302/19 TRUCK
 DE3335'BY-PASS (PINE LOG ROAD) IN AIKEN, GO SOUTH SOUTHEAST ON HIGHWAY 19 FOR
 DE3335'3.1 MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD 729 (TALATHA CHURCH
 DE3335'ROAD) , CONTINUE ON HIGHWAY 19 FOR 0.1 MILE (0.2 KM) TO THE STATION
 DE3335'NEAR A POWER POLE IN THE NORTHWEST ANGLE OF A DIRT ROAD (GREYHOUND
 DE3335'DRIVE) RIGHT.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 DE3335'AND 2.5 FEET (0.8 M) ABOVE THE HIGHWAY, 2.0 FEET (0.6 M) NORTH OF THE
 DE3335'POWER POLE NUMBER 07580, 112.6 FEET (34.3 M) NORTH OF THE CENTER OF
 DE3335'GREYHOUND DRIVE, 60.6 FEET (18.5 M) WEST OF THE CENTER OF THE HIGHWAY,
 DE3335'11.7 FEET (3.6 M) WEST OF AN IRON PROPERTY CORNER MARKER, 2.0 FEET
 DE3335'(0.6 M) NORTH OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3332 ***********************************************************************
 DE3332  DESIGNATION -  2 033
 DE3332  PID         -  DE3332
 DE3332  STATE/COUNTY-  SC/AIKEN
 DE3332  USGS QUAD   -  NEW ELLENTON (1989)
 DE3332
 DE3332                         *CURRENT SURVEY CONTROL
 DE3332  ___________________________________________________________________
 DE3332* NAD 83(1986)-  33 27 48.     (N)    081 40 40.     (W)     SCALED    
 DE3332* NAVD 88     -       137.624  (meters)     451.52   (feet)  ADJUSTED  
 DE3332  ___________________________________________________________________
 DE3332  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DE3332  DYNAMIC HT  -         137.475 (meters)     451.03  (feet)  COMP
 DE3332  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 DE3332
 DE3332  VERT ORDER  -  FIRST     CLASS II
 DE3332
 DE3332.The horizontal coordinates were scaled from a topographic map and have
 DE3332.an estimated accuracy of +/- 6 seconds.
 DE3332
 DE3332.The orthometric height was determined by differential leveling
 DE3332.and adjusted by the National Geodetic Survey in April 1994..
 DE3332
 DE3332.The geoid height was determined by GEOID03.
 DE3332
 DE3332.The dynamic height is computed by dividing the NAVD 88
 DE3332.geopotential number by the normal gravity value computed on the
 DE3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3332.degrees latitude (g = 980.6199 gals.).
 DE3332
 DE3332.The modeled gravity was interpolated from observed gravity values.
 DE3332
 DE3332;                    North         East    Units  Estimated Accuracy
 DE3332;SPC SC       -   180,970.      546,610.      MT  (+/- 180 meters Scaled)
 DE3332
 DE3332                          SUPERSEDED SURVEY CONTROL
 DE3332
 DE3332.No superseded survey control is available for this station.
 DE3332
 DE3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT370028(NAD 83)
 DE3332_MARKER: DD = SURVEY DISK
 DE3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3332_SP_SET: CONCRETE POST
 DE3332_STAMPING: 2 033 1992
 DE3332_MARK LOGO: SCGS  
 DE3332_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3332+STABILITY: SURFACE MOTION
 DE3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3332+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3332
 DE3332  HISTORY     - Date     Condition        Report By
 DE3332  HISTORY     - 1992     MONUMENTED       SCGS
 DE3332  HISTORY     - 20000926 GOOD             SCGS
 DE3332
 DE3332                          STATION DESCRIPTION
 DE3332
 DE3332'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3332'STATION IS LOCATED 3.1 MILES (5.0 KM) NORTH OF NEW ELLENTON, 7.1 MILES
 DE3332'(11.4 KM) SOUTHEAST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3332'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3332'803-737-1350.
 DE3332'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 AND STATE
 DE3332'HIGHWAY 19, 1.9 MILES (3.1 KM) SOUTH OF NEW ELLENTON, GO NORTH ON
 DE3332'HIGHWAY 19 FOR 4.95 MILES (7.97 KM) TO THE JUNCTION OF STATE ROAD
 DE3332'1755 (CROSBY ROAD), TURN RIGHT ON ROAD 1755 FOR 0.55 MILE (0.89 KM)
 DE3332'TO THE JUNCTION OF STATE ROAD 729 (TALATHA CHURCH ROAD) AND A SAND
 DE3332'ROAD RIGHT (SIZEMORE ROAD) AND STATION IN THE SOUTHEAST ANGLE OF THE
 DE3332'JUNCTION, A CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FEET (1.1 M)
 DE3332'ABOVE ROAD 729, 36.8 FEET (11.2 M) EAST SOUTHEAST OF A TELEPHONE
 DE3332'JUNCTION BOX 17W2, 34.2 FEET (10.4 M) WEST SOUTHWEST OF THE CENTER OF
 DE3332'THE ROAD, 20.0 FEET (6.1 M) EAST OF THE CENTER OF SIZEMORE ROAD, 66.5
 DE3332'FEET (20.3 M) SOUTH OF THE CENTER OF ROAD 1755, 10.8 FEET (3.3 M)
 DE3332'NORTHWEST OF A 1.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 DE3332'ATTACHED, 26.1 FEET (8.0 M) SOUTH OF THE SOUTHEAST END OF A 2.0-FOOT
 DE3332'CONCRETE PIPE CULVERT BENEATH SIZEMORE ROAD, 24.6 FEET (7.5 M) SOUTH
 DE3332'SOUTHEAST OF A WITNESS POST.
 DE3332'DESCRIBED BY T. HALL.
 DE3332
 DE3332                          STATION RECOVERY (2000)
 DE3332
 DE3332'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3332'STATION IS LOCATED 3.1 MILES (5.0 KM) NORTH OF NEW ELLENTON, 7.1 MILES
 DE3332'(11.4 KM) SOUTH SOUTHEAST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3332'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3332'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3332'HIGHWAYS 19 (WHISKEY ROAD SOUTHEAST) AND 118/302/19 TRUCK BY-PASS
 DE3332'(PINE LOG ROAD) IN AIKEN, GO SOUTH SOUTHEAST ON HIGHWAY 19 FOR 3.1
 DE3332'MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD 729 (TALATHA CHURCH ROAD)
 DE3332', TURN LEFT ON ROAD 729 FOR 1.75 MILES (2.82 KM) TO THE STATION IN THE
 DE3332'SOUTH ANGLE OF THE JUNCTION OF STATE ROAD 1755 (CROSBY ROAD) AND A
 DE3332'SAND ROAD (SIZEMORE ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE
 DE3332'GROUND AND 3.0 FEET (0.9 M) ABOVE THE JUNCTION, 34.5 FEET (10.5 M)
 DE3332'WEST SOUTHWEST OF THE CENTER OF ROAD 729, 67.5 FEET (20.6 M) SOUTH OF
 DE3332'THE CENTER OF ROAD 1755, 16.2 FEET (4.9 M) EAST OF THE CENTER OF
 DE3332'SIZEMORE ROAD, 26.2 FEET (8.0 M) SOUTH OF THE EAST END OF A 1.5-FOOT
 DE3332'CONCRETE PIPE CULVERT BENEATH SIZEMORE ROAD, 20.2 FEET (6.2 M) SOUTH
 DE3332'OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3331 ***********************************************************************
 DE3331  DESIGNATION -  2 034
 DE3331  PID         -  DE3331
 DE3331  STATE/COUNTY-  SC/AIKEN
 DE3331  USGS QUAD   -  NEW ELLENTON (1989)
 DE3331
 DE3331                         *CURRENT SURVEY CONTROL
 DE3331  ___________________________________________________________________
 DE3331* NAD 83(1986)-  33 27 57.     (N)    081 39 52.     (W)     SCALED    
 DE3331* NAVD 88     -       131.323  (meters)     430.85   (feet)  ADJUSTED  
 DE3331  ___________________________________________________________________
 DE3331  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DE3331  DYNAMIC HT  -         131.181 (meters)     430.38  (feet)  COMP
 DE3331  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 DE3331
 DE3331  VERT ORDER  -  FIRST     CLASS II
 DE3331
 DE3331.The horizontal coordinates were scaled from a topographic map and have
 DE3331.an estimated accuracy of +/- 6 seconds.
 DE3331
 DE3331.The orthometric height was determined by differential leveling
 DE3331.and adjusted by the National Geodetic Survey in April 1994..
 DE3331
 DE3331.The geoid height was determined by GEOID03.
 DE3331
 DE3331.The dynamic height is computed by dividing the NAVD 88
 DE3331.geopotential number by the normal gravity value computed on the
 DE3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3331.degrees latitude (g = 980.6199 gals.).
 DE3331
 DE3331.The modeled gravity was interpolated from observed gravity values.
 DE3331
 DE3331;                    North         East    Units  Estimated Accuracy
 DE3331;SPC SC       -   181,240.      547,850.      MT  (+/- 180 meters Scaled)
 DE3331
 DE3331                          SUPERSEDED SURVEY CONTROL
 DE3331
 DE3331.No superseded survey control is available for this station.
 DE3331
 DE3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT382031(NAD 83)
 DE3331_MARKER: DD = SURVEY DISK
 DE3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3331_SP_SET: CONCRETE POST
 DE3331_STAMPING: 2 034 1992
 DE3331_MARK LOGO: SCGS  
 DE3331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3331+STABILITY: SURFACE MOTION
 DE3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3331+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3331
 DE3331  HISTORY     - Date     Condition        Report By
 DE3331  HISTORY     - 1992     MONUMENTED       SCGS
 DE3331  HISTORY     - 20000926 GOOD             SCGS
 DE3331
 DE3331                          STATION DESCRIPTION
 DE3331
 DE3331'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3331'STATION IS LOCATED 3.45 MILES (5.55 KM) NORTH NORTHWEST OF NEW
 DE3331'ELLENTON, 7.3 MILES (11.7 KM) SOUTHEAST OF AIKEN. OWNERSHIP--SCDHPT,
 DE3331'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3331'803-737-1350.
 DE3331'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 AND STATE
 DE3331'HIGHWAY 19, 1.9 MILES (3.1 KM) SOUTH OF NEW ELLENTON, GO NORTH ON
 DE3331'HIGHWAY 19 FOR 4.95 MILES (7.97 KM) TO THE JUNCTION OF STATE ROAD
 DE3331'1755 (CROSBY ROAD), TURN RIGHT ON ROAD 1755 FOR 0.55 MILE (0.89 KM)
 DE3331'TO THE JUNCTION OF STATE ROAD 729 (TALATHA CHURCH ROAD) AND A SAND
 DE3331'ROAD RIGHT (SIZEMORE ROAD), TURN RIGHT ON ROAD 729 FOR 1.0 MILE
 DE3331'(1.6 KM) TO A DRIVEWAY RIGHT LEADING TO A MOBILE HOME NUMBER 645 AND
 DE3331'THE STATION IN THE EAST ANGLE.
 DE3331'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3331'(15.2 CM) ABOVE THE ROAD, 20.6 FEET (6.3 M) SOUTHEAST OF THE CENTER
 DE3331'OF THE ROAD, 24.4 FEET (7.4 M) EAST NORTHEAST OF THE NORTHEAST END OF
 DE3331'A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 2.7 FEET
 DE3331'(0.8 M) NORTHWEST OF A FENCE POST WITH A SCGS REFERENCE WASHER
 DE3331'ATTACHED, 8.8 FEET (2.7 M) SOUTH SOUTHWEST OF A POWER POLE NUMBER
 DE3331'07178/555-1-4.2-7.2, 7.3 FEET (2.2 M) SOUTH SOUTHWEST OF A TELEPHONE
 DE3331'JUNCTION BOX NUMER 26, 8.3 FEET (2.5 M) SOUTH SOUTHWEST OF A WITNESS
 DE3331'POST.
 DE3331'DESCRIBED BY T. HALL.
 DE3331
 DE3331                          STATION RECOVERY (2000)
 DE3331
 DE3331'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3331'STATION IS LOCATED 3.4 MILES (5.5 KM) NORTH NORTHEAST OF NEW ELLENTON,
 DE3331'7.2 MILES (11.6 KM) SOUTH SOUTHEAST OF AIKEN.  OWNERSHIP--SCDOT,
 DE3331'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3331'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE3331'19 (WHISKEY ROAD SOUTHEAST) AND STATE HIGHWAYS 118/302/19 TRUCK
 DE3331'BY-PASS (PINE LOG ROAD) IN AIKEN, GO SOUTH SOUTHEAST ON HIGHWAY 19 FOR
 DE3331'3.1 MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD 729 (TALATHA CHURCH
 DE3331'ROAD) , TURN LEFT ON ROAD 729 FOR 2.7 MILES (4.3 KM) TO THE STATION ON
 DE3331'THE RIGHT NEAR A POWER POLE IN FRONT OF A HOUSE TRAILER NUMBER 650.
 DE3331'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 DE3331'ABOVE THE ROAD, 21.5 FEET (6.6 M) SOUTHEAST OF THE CENTER OF THE ROAD,
 DE3331'8.4 FEET (2.6 M) SOUTH OF THE POWER POLE NUMBER 07178, 31.3 FEET (9.5
 DE3331'M) EAST NORTHEAST OF THE NORTHEAST END OF A 1.0-FOOT CONCRETE PIPE
 DE3331'CULVERT BENEATH THE PAVED DRIVEWAY LEADING TO THE TRAILER, 2.7 FEET
 DE3331'(0.8 M) NORTH NORTHWEST OF A WOODEN FENCE POST WITH A SCGS REFERENCE
 DE3331'WASHER ATTACHED, 8.3 FEET (2.5 M) SOUTH OF A WITNESS POST.  RECOVERED
 DE3331'BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3330 ***********************************************************************
 DE3330  DESIGNATION -  2 035
 DE3330  PID         -  DE3330
 DE3330  STATE/COUNTY-  SC/AIKEN
 DE3330  USGS QUAD   -  NEW ELLENTON (1989)
 DE3330
 DE3330                         *CURRENT SURVEY CONTROL
 DE3330  ___________________________________________________________________
 DE3330* NAD 83(1986)-  33 28 41.     (N)    081 39 29.     (W)     SCALED    
 DE3330* NAVD 88     -       114.471  (meters)     375.56   (feet)  ADJUSTED  
 DE3330  ___________________________________________________________________
 DE3330  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DE3330  DYNAMIC HT  -         114.347 (meters)     375.15  (feet)  COMP
 DE3330  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 DE3330
 DE3330  VERT ORDER  -  FIRST     CLASS II
 DE3330
 DE3330.The horizontal coordinates were scaled from a topographic map and have
 DE3330.an estimated accuracy of +/- 6 seconds.
 DE3330
 DE3330.The orthometric height was determined by differential leveling
 DE3330.and adjusted by the National Geodetic Survey in April 1994..
 DE3330
 DE3330.The geoid height was determined by GEOID03.
 DE3330
 DE3330.The dynamic height is computed by dividing the NAVD 88
 DE3330.geopotential number by the normal gravity value computed on the
 DE3330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3330.degrees latitude (g = 980.6199 gals.).
 DE3330
 DE3330.The modeled gravity was interpolated from observed gravity values.
 DE3330
 DE3330;                    North         East    Units  Estimated Accuracy
 DE3330;SPC SC       -   182,590.      548,450.      MT  (+/- 180 meters Scaled)
 DE3330
 DE3330                          SUPERSEDED SURVEY CONTROL
 DE3330
 DE3330.No superseded survey control is available for this station.
 DE3330
 DE3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT388044(NAD 83)
 DE3330_MARKER: DD = SURVEY DISK
 DE3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3330_SP_SET: CONCRETE POST
 DE3330_STAMPING: 2 035 1992
 DE3330_MARK LOGO: SCGS  
 DE3330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3330+STABILITY: SURFACE MOTION
 DE3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3330+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3330
 DE3330  HISTORY     - Date     Condition        Report By
 DE3330  HISTORY     - 1992     MONUMENTED       SCGS
 DE3330  HISTORY     - 20000926 GOOD             SCGS
 DE3330
 DE3330                          STATION DESCRIPTION
 DE3330
 DE3330'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3330'STATION IS LOCATED 4.35 MILES (7.00 KM) NORTH NORTHEAST OF NEW
 DE3330'ELLENTON, 6.7 MILES (10.8 KM) SOUTHEAST OF AIKEN. OWNERSHIP--SCDHPT,
 DE3330'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3330'803-737-1350.
 DE3330'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3330'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3330'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO
 DE3330'THE JUNCTION OF BANKS MILL ROAD SOUTHEAST, TURN LEFT ON BANKS MILL
 DE3330'ROAD SOUTHEAST FOR 3.85 MILES (6.20 KM) TO THE JUNCTION OF STATE ROAD
 DE3330'507 (OLD DIBBLE ROAD), CONTINUE ON BANKS MILL ROAD FOR 0.9 MILE
 DE3330'(1.4 KM) TO AN ABANDONED FIELD ACCESS ROAD LEFT AND THE STATION NEAR
 DE3330'A POWER POLE IN THE EAST ANGLE, 0.15 MILE (0.24 KM) NORTHWEST OF THE
 DE3330'JUNCTION OF STATE ROAD 729 (TALATHA CHURCH ROAD).
 DE3330'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M)
 DE3330'ABOVE THE ROAD, 26.2 FEET (8.0 M) EAST NORTHEAST OF THE CENTER OF THE
 DE3330'ROAD, 2.6 FEET (0.8 M) NORTH OF THE POWER POLE 89635/525-17-1.6-4.1,
 DE3330'28.8 FEET (8.8 M) SOUTHWEST OF A 1.5-FOOT PINE TREE USED AS A CABLE
 DE3330'POST AT THE FIELD ROAD, 15.5 FEET (4.7 M) SOUTH SOUTHEAST OF THE
 DE3330'CENTER OF THE FIELD ROAD, 2.6 FEET (0.8 M) NORTH OF A WITNESS POST.
 DE3330'DESCRIBED BY T. HALL.
 DE3330
 DE3330                          STATION RECOVERY (2000)
 DE3330
 DE3330'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3330'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTH NORTHEAST OF NEW ELLENTON,
 DE3330'6.7 MILES (10.8 KM) SOUTH SOUTHEAST OF AIKEN.  OWNERSHIP--SCDOT,
 DE3330'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3330'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3330'HIGHWAYS 302 (PINE LOG ROAD) AND U.S.  HIGHWAY 78 IN AIKEN, GO SOUTH
 DE3330'SOUTHWEST ON HIGHWAY 302 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF
 DE3330'STATE ROAD 79 (BANKS MILL ROAD) , TURN LEFT ON ROAD 79 FOR 3.85 MILES
 DE3330'(6.20 KM) TO THE JUNCTION OF STATE ROAD 507 (OLD DIBBLE ROAD) ,
 DE3330'CONTINUE ON ROAD 79 FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE LEFT
 DE3330'NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF A DIM FIELD ACCESS ROAD
 DE3330'LEADING EAST, 0.15 MILE (0.24 KM) NORTHWEST OF THE JUNCTION OF STATE
 DE3330'ROAD 729 (TALATHA CHURCH ROAD) .  STATION IS A CONCRETE POST FLUSH
 DE3330'WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 2.5 FEET (0.8 M)
 DE3330'NORTH OF THE POWER POLE NUMBER 120, 26.1 FEET (8.0 M) EAST NORTHEAST
 DE3330'OF THE CENTER OF THE ROAD, 14.6 FEET (4.5 M) SOUTH SOUTHEAST OF THE
 DE3330'CENTER OF THE ACCESS ROAD, 12.1 FEET (3.7 M) SOUTHWEST OF THE
 DE3330'SOUTHERN-MOST METAL POST OF A STEEL GATE, 2.5 FEET (0.8 M) NORTH OF A
 DE3330'WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3329 ***********************************************************************
 DE3329  DESIGNATION -  2 036
 DE3329  PID         -  DE3329
 DE3329  STATE/COUNTY-  SC/AIKEN
 DE3329  USGS QUAD   -  NEW ELLENTON (1989)
 DE3329
 DE3329                         *CURRENT SURVEY CONTROL
 DE3329  ___________________________________________________________________
 DE3329* NAD 83(1986)-  33 29 42.     (N)    081 40 36.     (W)     SCALED    
 DE3329* NAVD 88     -       128.214  (meters)     420.65   (feet)  ADJUSTED  
 DE3329  ___________________________________________________________________
 DE3329  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DE3329  DYNAMIC HT  -         128.075 (meters)     420.19  (feet)  COMP
 DE3329  MODELED GRAV-     979,551.3   (mgal)                       NAVD 88
 DE3329
 DE3329  VERT ORDER  -  FIRST     CLASS II
 DE3329
 DE3329.The horizontal coordinates were scaled from a topographic map and have
 DE3329.an estimated accuracy of +/- 6 seconds.
 DE3329
 DE3329.The orthometric height was determined by differential leveling
 DE3329.and adjusted by the National Geodetic Survey in April 1994..
 DE3329
 DE3329.The geoid height was determined by GEOID03.
 DE3329
 DE3329.The dynamic height is computed by dividing the NAVD 88
 DE3329.geopotential number by the normal gravity value computed on the
 DE3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3329.degrees latitude (g = 980.6199 gals.).
 DE3329
 DE3329.The modeled gravity was interpolated from observed gravity values.
 DE3329
 DE3329;                    North         East    Units  Estimated Accuracy
 DE3329;SPC SC       -   184,480.      546,730.      MT  (+/- 180 meters Scaled)
 DE3329
 DE3329                          SUPERSEDED SURVEY CONTROL
 DE3329
 DE3329.No superseded survey control is available for this station.
 DE3329
 DE3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT371063(NAD 83)
 DE3329_MARKER: DD = SURVEY DISK
 DE3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3329_SP_SET: CONCRETE POST
 DE3329_STAMPING: 2 036 1992
 DE3329_MARK LOGO: SCGS  
 DE3329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3329+STABILITY: SURFACE MOTION
 DE3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3329+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3329
 DE3329  HISTORY     - Date     Condition        Report By
 DE3329  HISTORY     - 1992     MONUMENTED       SCGS
 DE3329  HISTORY     - 20000926 GOOD             SCGS
 DE3329
 DE3329                          STATION DESCRIPTION
 DE3329
 DE3329'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3329'STATION IS LOCATED 5.2 MILES (8.4 KM) SOUTHEAST OF AIKEN, 5.25 MILES
 DE3329'(8.45 KM) NORTH OF NEW ELLENTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3329'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3329'803-737-1350.
 DE3329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3329'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3329'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO
 DE3329'THE JUNCTION OF BANKS MILL ROAD SOUTHEAST, TURN LEFT ON BANKS MILL
 DE3329'ROAD SOUTHEAST FOR 2.95 MILES (4.75 KM) TO THE JUNCTION OF STATE ROAD
 DE3329'1820 (OUTAWAYS ROAD), CONTINUE ON BANKS MILL ROAD FOR 0.2 MILE
 DE3329'(0.3 KM) TO TWO DRIVEWAYS RIGHT, HOUSE NUMBER 2419 AND THE STATION
 DE3329'NEAR A PINE TREE BETWEEN THE TWO DRIVEWAYS.
 DE3329'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DE3329'THE ROAD, 29.3 FEET (8.9 M) SOUTHWEST OF THE CENTER OF BANKS MILL
 DE3329'ROAD SOUTHEAST, 4.8 FEET (1.5 M) NORTHEAST OF THE 0.9-FOOT PINE TREE
 DE3329'WITH A SCGS REFERENCE WASHER ATTACHED, 16.5 FEET (5.0 M) NORTHWEST OF
 DE3329'THE CENTER OF THE SOUTHEAST MOST DRIVEWAY, 10.6 FEET (3.2 M)
 DE3329'SOUTHEAST OF THE CENTER OF THE NORTHWEST MOST DRIVEWAY, 21.6 FEET
 DE3329'(6.6 M) SOUTH SOUTHEAST OF THE NORTHWEST END OF A 1.6-FOOT CONCRETE
 DE3329'PIPE CULVERT BENEATH THE NORTHWEST DRIVEWAY, 1.5 FEET (0.5 M)
 DE3329'NORTHEAST OF A WITNESS POST.
 DE3329'DESCRIBED BY T. HALL.
 DE3329
 DE3329                          STATION RECOVERY (2000)
 DE3329
 DE3329'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3329'STATION IS LOCATED 5.1 MILES (8.2 KM) SOUTH SOUTHEAST OF AIKEN, 5.2
 DE3329'MILES (8.4 KM) NORTH OF NEW ELLENTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3329'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3329'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3329'HIGHWAYS 302 (PINE LOG ROAD) AND U.S.  HIGHWAY 78 IN AIKEN, GO SOUTH
 DE3329'SOUTHWEST ON HIGHWAY 302 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF
 DE3329'STATE ROAD 79 (BANKS MILL ROAD) , TURN LEFT ON ROAD 79 FOR 3.2 MILES
 DE3329'(5.1 KM) TO THE JUNCTION OF STATE ROAD 1820 (OUTAWAYS ROAD) , CONTINUE
 DE3329'ON ROAD 79 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT IN THE
 DE3329'SOUTHWEST ANGLE OF A JUNCTION FORMED BY A DIRT ROAD (YELLOW RIBBON
 DE3329'ROAD) AND A DIRT DRIVEWAY LEADING TO A MOBILE HOME NUMBER 583.
 DE3329'STATION IS A CONCRETE POST RECESSED 0.2.  FOOT (6.1 CM) AND 0.5 FOOT
 DE3329'(15.2 CM) ABOVE THE JUNCTION, 29.6 FEET (9.0 M) SOUTHWEST OF THE
 DE3329'CENTER OF BANKS MILL ROAD, 16.8 FEET (5.1 M) NORTHWEST OF THE CENTER
 DE3329'OF YELLOW RIBBON ROAD, 10.1 FEET (3.1 M) SOUTH SOUTHEAST OF THE CENTER
 DE3329'OF THE DIRT DRIVEWAY, 4.9 FEET (1.5 M) NORTHEAST OF A 1.2-FOOT PINE
 DE3329'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 1.7 FEET (0.5 M) NORTHEAST
 DE3329'OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3324 ***********************************************************************
 DE3324  DESIGNATION -  2 037
 DE3324  PID         -  DE3324
 DE3324  STATE/COUNTY-  SC/AIKEN
 DE3324  USGS QUAD   -  AIKEN (1980)
 DE3324
 DE3324                         *CURRENT SURVEY CONTROL
 DE3324  ___________________________________________________________________
 DE3324* NAD 83(1986)-  33 31 25.     (N)    081 41 18.     (W)     SCALED    
 DE3324* NAVD 88     -       149.106  (meters)     489.19   (feet)  ADJUSTED  
 DE3324  ___________________________________________________________________
 DE3324  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE3324  DYNAMIC HT  -         148.944 (meters)     488.66  (feet)  COMP
 DE3324  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 DE3324
 DE3324  VERT ORDER  -  FIRST     CLASS II
 DE3324
 DE3324.The horizontal coordinates were scaled from a topographic map and have
 DE3324.an estimated accuracy of +/- 6 seconds.
 DE3324
 DE3324.The orthometric height was determined by differential leveling
 DE3324.and adjusted by the National Geodetic Survey in April 1994..
 DE3324
 DE3324.The geoid height was determined by GEOID03.
 DE3324
 DE3324.The dynamic height is computed by dividing the NAVD 88
 DE3324.geopotential number by the normal gravity value computed on the
 DE3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3324.degrees latitude (g = 980.6199 gals.).
 DE3324
 DE3324.The modeled gravity was interpolated from observed gravity values.
 DE3324
 DE3324;                    North         East    Units  Estimated Accuracy
 DE3324;SPC SC       -   187,660.      545,670.      MT  (+/- 180 meters Scaled)
 DE3324
 DE3324                          SUPERSEDED SURVEY CONTROL
 DE3324
 DE3324.No superseded survey control is available for this station.
 DE3324
 DE3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT360095(NAD 83)
 DE3324_MARKER: DD = SURVEY DISK
 DE3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3324_SP_SET: CONCRETE POST
 DE3324_STAMPING: 2 037 1992
 DE3324_MARK LOGO: SCGS  
 DE3324_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3324+STABILITY: SURFACE MOTION
 DE3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3324+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DE3324
 DE3324  HISTORY     - Date     Condition        Report By
 DE3324  HISTORY     - 1992     MONUMENTED       SCGS
 DE3324  HISTORY     - 20000926 GOOD             SCGS
 DE3324  HISTORY     - 20030825 GOOD             USPSQD
 DE3324
 DE3324                          STATION DESCRIPTION
 DE3324
 DE3324'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3324'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTHEAST OF AIKEN, 7.2 MILES
 DE3324'(11.6 KM) NORTH OF NEW ELLENTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3324'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3324'803-737-1350.
 DE3324'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3324'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3324'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO
 DE3324'THE JUNCTION OF BANKS MILL ROAD SOUTHEAST, TURN LEFT ON BANKS MILL
 DE3324'ROAD SOUTHEAST FOR 0.95 MILE (1.53 KM) TO THE STATION ON THE LEFT
 DE3324'NEAR A POWER POLE NUMBER 72147.
 DE3324'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 DE3324'ABOVE THE ROAD, 19.2 FEET (5.9 M) EAST SOUTHEAST OF THE CENTER OF THE
 DE3324'ROAD, 1.8 FEET (0.5 M) NORTHEAST OF THE POWER POLE, 132.7 FEET
 DE3324'(40.4 M) NORTH NORTHEAST OF THE NORTH END OF A 1.6-FOOT CONCRETE PIPE
 DE3324'CULVERT BENEATH A DRIVEWAY LEADING EAST TO A BRICK HOUSE NUMBER 1615,
 DE3324'25.3 FEET (7.7 M) WEST SOUTHWEST OF A 0.8-FOOT PINE TREE WITH A SCGS
 DE3324'REFERENCE WASHER ATTACHED, 95.5 FEET (29.1 M) SOUTHWEST OF A 0.7-FOOT
 DE3324'CEDAR TREE, 1.3 FEET (0.4 M) NORTHEAST OF A WITNESS POST.
 DE3324'DESCRIBED BY T. HALL.
 DE3324
 DE3324                          STATION RECOVERY (2000)
 DE3324
 DE3324'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3324'STATION IS LOCATED 3.1 MILES (5.0 KM) NORTH OF NEW ELLENTON.
 DE3324'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3324'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3324'JUNCTION OF STATE HIGHWAYS 302 (PINE LOG ROAD) AND U.S.  HIGHWAY 78 IN
 DE3324'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.2 MILES (1.9 KM) TO THE
 DE3324'JUNCTION OF STATE ROAD 79 (BANKS MILL ROAD) , TURN LEFT ON ROAD 79 FOR
 DE3324'0.95 MILE (1.53 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 DE3324'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 DE3324'ABOVE THE ROAD, 2.0 FEET (0.6 M) NORTH NORTHEAST OF THE POWER POLE
 DE3324'NUMBER 72147, 19.2 FEET (5.9 M) SOUTH SOUTHWEST OF THE SOUTHWEST END
 DE3324'OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH A DIRT DRIVE LEADING TO A
 DE3324'HORSE PASTURE, 129.4 FEET (39.4 M) NORTH NORTHEAST OF THE NORTHEAST
 DE3324'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A PAVED DRIVEWAY
 DE3324'LEADING TO A BRICK HOUSE NUMBER 1611, 1.3 FEET (0.4 M) NORTH NORTHEAST
 DE3324'OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 DE3324
 DE3324                          STATION RECOVERY (2003)
 DE3324
 DE3324'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3321 ***********************************************************************
 DE3321  DESIGNATION -  2 038
 DE3321  PID         -  DE3321
 DE3321  STATE/COUNTY-  SC/AIKEN
 DE3321  USGS QUAD   -  AIKEN (1980)
 DE3321
 DE3321                         *CURRENT SURVEY CONTROL
 DE3321  ___________________________________________________________________
 DE3321* NAD 83(1986)-  33 32 23.     (N)    081 40 41.     (W)     SCALED    
 DE3321* NAVD 88     -       150.006  (meters)     492.14   (feet)  ADJUSTED  
 DE3321  ___________________________________________________________________
 DE3321  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE3321  DYNAMIC HT  -         149.844 (meters)     491.61  (feet)  COMP
 DE3321  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 DE3321
 DE3321  VERT ORDER  -  FIRST     CLASS II
 DE3321
 DE3321.The horizontal coordinates were scaled from a topographic map and have
 DE3321.an estimated accuracy of +/- 6 seconds.
 DE3321
 DE3321.The orthometric height was determined by differential leveling
 DE3321.and adjusted by the National Geodetic Survey in April 1994..
 DE3321
 DE3321.The geoid height was determined by GEOID03.
 DE3321
 DE3321.The dynamic height is computed by dividing the NAVD 88
 DE3321.geopotential number by the normal gravity value computed on the
 DE3321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3321.degrees latitude (g = 980.6199 gals.).
 DE3321
 DE3321.The modeled gravity was interpolated from observed gravity values.
 DE3321
 DE3321;                    North         East    Units  Estimated Accuracy
 DE3321;SPC SC       -   189,440.      546,640.      MT  (+/- 180 meters Scaled)
 DE3321
 DE3321                          SUPERSEDED SURVEY CONTROL
 DE3321
 DE3321.No superseded survey control is available for this station.
 DE3321
 DE3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT370113(NAD 83)
 DE3321_MARKER: DD = SURVEY DISK
 DE3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3321_SP_SET: CONCRETE POST
 DE3321_STAMPING: 2 038 1992
 DE3321_MARK LOGO: SCGS  
 DE3321_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3321+STABILITY: SURFACE MOTION
 DE3321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3321+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DE3321
 DE3321  HISTORY     - Date     Condition        Report By
 DE3321  HISTORY     - 1992     MONUMENTED       SCGS
 DE3321  HISTORY     - 20000919 MARK NOT FOUND   SCGS
 DE3321
 DE3321                          STATION DESCRIPTION
 DE3321
 DE3321'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3321'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTHEAST OF AIKEN.
 DE3321'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3321'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3321'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3321'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 0.4 MILE (0.6 KM) TO A
 DE3321'GRAVEL DRIVEWAY LEFT LEADING TO AN OLD WOODEN HOME NUMBER 1490 AND
 DE3321'THE STATION NEAR A POWER POLE NUMBER 71561 IN THE SOUTHWEST ANGLE OF
 DE3321'THE DRIVEWAY.
 DE3321'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT
 DE3321'(15.2 CM) BELOW THE HIGHWAY, 3.9 FEET (1.2 M) EAST SOUTHEAST OF A
 DE3321'TELEPHONE JUNCTION BOX NUMBER 4/1894, 25.6 FEET (7.8 M) SOUTH OF THE
 DE3321'CENTER OF THE HIGHWAY, 68.5 FEET (20.9 M) WEST OF THE CENTER OF THE
 DE3321'DRIVEWAY, 2.2 FEET (0.7 M) EAST OF THE POWER POLE, 23.3 FEET (7.1 M)
 DE3321'WEST OF THE NORTHWEST CORNER OF A BRICK MAIL BOX, 66.1 FEET (20.1 M)
 DE3321'SOUTH SOUTHWEST OF A FIRE HYDRANT, 2.2 FEET (0.7 M) EAST OF A WITNESS
 DE3321'POST.
 DE3321'DESCRIBED BY T. HALL.
 DE3321
 DE3321                          STATION RECOVERY (2000)
 DE3321
 DE3321'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3321'NOT RECOVERED, ASSUMED DESTROYED BY UTILITY CONSTRUCTION OF SEWER
 DE3321'LINE.  RECOVERY BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3320 ***********************************************************************
 DE3320  DESIGNATION -  2 039
 DE3320  PID         -  DE3320
 DE3320  STATE/COUNTY-  SC/AIKEN
 DE3320  USGS QUAD   -  AIKEN (1980)
 DE3320
 DE3320                         *CURRENT SURVEY CONTROL
 DE3320  ___________________________________________________________________
 DE3320* NAD 83(1986)-  33 31 25.     (N)    081 43 09.     (W)     SCALED    
 DE3320* NAVD 88     -       155.028  (meters)     508.62   (feet)  ADJUSTED  
 DE3320  ___________________________________________________________________
 DE3320  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DE3320  DYNAMIC HT  -         154.860 (meters)     508.07  (feet)  COMP
 DE3320  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 DE3320
 DE3320  VERT ORDER  -  FIRST     CLASS II
 DE3320
 DE3320.The horizontal coordinates were scaled from a topographic map and have
 DE3320.an estimated accuracy of +/- 6 seconds.
 DE3320
 DE3320.The orthometric height was determined by differential leveling
 DE3320.and adjusted by the National Geodetic Survey in April 1994..
 DE3320
 DE3320.The geoid height was determined by GEOID03.
 DE3320
 DE3320.The dynamic height is computed by dividing the NAVD 88
 DE3320.geopotential number by the normal gravity value computed on the
 DE3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3320.degrees latitude (g = 980.6199 gals.).
 DE3320
 DE3320.The modeled gravity was interpolated from observed gravity values.
 DE3320
 DE3320;                    North         East    Units  Estimated Accuracy
 DE3320;SPC SC       -   187,680.      542,810.      MT  (+/- 180 meters Scaled)
 DE3320
 DE3320                          SUPERSEDED SURVEY CONTROL
 DE3320
 DE3320.No superseded survey control is available for this station.
 DE3320
 DE3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT332095(NAD 83)
 DE3320_MARKER: DD = SURVEY DISK
 DE3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3320_SP_SET: CONCRETE POST
 DE3320_STAMPING: 2 039 1992
 DE3320_MARK LOGO: SCGS  
 DE3320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3320+STABILITY: SURFACE MOTION
 DE3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3320+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 DE3320
 DE3320  HISTORY     - Date     Condition        Report By
 DE3320  HISTORY     - 1992     MONUMENTED       SCGS
 DE3320  HISTORY     - 20000920 GOOD             SCGS
 DE3320  HISTORY     - 20021025 GOOD             USPSQD
 DE3320
 DE3320                          STATION DESCRIPTION
 DE3320
 DE3320'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3320'STATION IS LOCATED NEAR A POWER POLE IN A PLANTED AREA OF THE
 DE3320'MCDONALDS RESTUARANT IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 DE3320'HIGHWAYS 19 (WHISKEY ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST)
 DE3320'AND 118 (PINE LOG ROAD SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF
 DE3320'AIKEN, OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3320'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3320'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3320'(15.2 CM) ABOVE THE HIGHWAYS, 5.6 FEET (1.7 M) NORTH OF THE POWER
 DE3320'POLE C-50535 WITH GUY WIRE AND A SECURITY LIGHT, 10.2 FEET (3.1 M)
 DE3320'EAST SOUTHEAST OF THE SOUTHEAST EDGE OF THE CURB, 31.9 FEET (9.7 M)
 DE3320'SOUTHWEST OF A POWER POLE NUMBER 322532 WITH TWO GUY WIRES, 31.6 FEET
 DE3320'(9.6 M) SOUTHWEST OF THE WEST CORNER OF A CONCRETE FOUNDATION FOR THE
 DE3320'LARGE MCDONALDS SIGN, 21.0 FEET (6.4 M) NORTHWEST OF THE NORTHWEST
 DE3320'CORNER OF A CONCRETE CURBING AT THE PARKING SPACES FOR MCDONALDS, 6.2
 DE3320'FEET (1.9 M) NORTH OF A WITNESS POST.
 DE3320'DESCRIBED BY T. HALL.
 DE3320
 DE3320                          STATION RECOVERY (2000)
 DE3320
 DE3320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3320'STATION IS LOCATED NEAR A POWER POLE AT A MCDONALDS RESTAURANT IN THE
 DE3320'SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY ROAD
 DE3320'SOUTHEAST) AND 302/118 (PINE LOG ROAD SOUTHEAST) , 2.4 MILES (3.9 KM)
 DE3320'SOUTH OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE3320'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A
 DE3320'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE JUNCTION,
 DE3320'6.5 FEET (2.0 M) NORTH OF THE POWER POLE C-50535 WITH GUY WIRE AND
 DE3320'SECURITY LIGHT, 33.9 FEET (10.3 M) SOUTHWEST OF A POWER POLE NUMBER
 DE3320'322532 WITH TWO GUY WIRES, 17.7 FEET (5.4 M) SOUTH OF THE JUNCTION OF
 DE3320'THE SOUTH EDGE OF A SIDEWALK WITH THE CONCRETE CURBING AT THE
 DE3320'INTERSECTION, 31.1 FEET (9.5 M) WEST SOUTHWEST OF THE METAL SIGN POST
 DE3320'FOR THE LARGE MCDONALD SIGN, 6.0 FEET (1.8 M) NORTH OF A WITNESS POST.
 DE3320'RECOVERED BY D.L.  BRECHLIN.
 DE3320
 DE3320                          STATION RECOVERY (2002)
 DE3320
 DE3320'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DE3320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3343 ***********************************************************************
 DE3343  DESIGNATION -  2 040
 DE3343  PID         -  DE3343
 DE3343  STATE/COUNTY-  SC/AIKEN
 DE3343  USGS QUAD   -  AIKEN (1980)
 DE3343
 DE3343                         *CURRENT SURVEY CONTROL
 DE3343  ___________________________________________________________________
 DE3343* NAD 83(1986)-  33 31 34.     (N)    081 42 42.     (W)     SCALED    
 DE3343* NAVD 88     -       150.276  (meters)     493.03   (feet)  ADJUSTED  
 DE3343  ___________________________________________________________________
 DE3343  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DE3343  DYNAMIC HT  -         150.114 (meters)     492.50  (feet)  COMP
 DE3343  MODELED GRAV-     979,552.8   (mgal)                       NAVD 88
 DE3343
 DE3343  VERT ORDER  -  FIRST     CLASS II
 DE3343
 DE3343.The horizontal coordinates were scaled from a topographic map and have
 DE3343.an estimated accuracy of +/- 6 seconds.
 DE3343
 DE3343.The orthometric height was determined by differential leveling
 DE3343.and adjusted by the National Geodetic Survey in April 1994..
 DE3343
 DE3343.The geoid height was determined by GEOID03.
 DE3343
 DE3343.The dynamic height is computed by dividing the NAVD 88
 DE3343.geopotential number by the normal gravity value computed on the
 DE3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3343.degrees latitude (g = 980.6199 gals.).
 DE3343
 DE3343.The modeled gravity was interpolated from observed gravity values.
 DE3343
 DE3343;                    North         East    Units  Estimated Accuracy
 DE3343;SPC SC       -   187,950.      543,500.      MT  (+/- 180 meters Scaled)
 DE3343
 DE3343                          SUPERSEDED SURVEY CONTROL
 DE3343
 DE3343.No superseded survey control is available for this station.
 DE3343
 DE3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT339098(NAD 83)
 DE3343_MARKER: DD = SURVEY DISK
 DE3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3343_SP_SET: CONCRETE POST
 DE3343_STAMPING: 2 040 1992
 DE3343_MARK LOGO: SCGS  
 DE3343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3343+STABILITY: SURFACE MOTION
 DE3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3343+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DE3343
 DE3343  HISTORY     - Date     Condition        Report By
 DE3343  HISTORY     - 1992     MONUMENTED       SCGS
 DE3343  HISTORY     - 20000920 GOOD             SCGS
 DE3343  HISTORY     - 20021025 MARK NOT FOUND   USPSQD
 DE3343
 DE3343                          STATION DESCRIPTION
 DE3343
 DE3343'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3343'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTH SOUTHEAST OF AIKEN.
 DE3343'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3343'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3343'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST), 118 (PINE LOG ROAD
 DE3343'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO EAST NORTHEAST ON
 DE3343'HIGHWAY 302 FOR 0.5 MILE (0.8 KM) TO THE STATION NEAR A POWER POLE IN
 DE3343'THE SOUTHWEST ANGLE OF THE ENTRANCE DRIVEWAY RIGHT LEADING TO A LARGE
 DE3343'PARKING LOT ON THE WEST SIDE OF THE CHURCH OF JESUS CHRIST AND LATTER
 DE3343'DAY SAINTS.
 DE3343'STATION IS A CONCRETE POST RECESSED 0.1-FOOT AND LEVEL WITH THE
 DE3343'HIGHWAY, 9.0 FEET (2.7 M) SOUTH SOUTHEAST OF THE SOUTH EDGE OF THE
 DE3343'CONCRETE CURB OF THE HIGHWAY, 65.9 FEET (20.1 M) WEST NORTHWEST OF
 DE3343'THE NORTHWEST CORNER OF THE WEST WING OF THE CHURCH, 1.8 FEET
 DE3343'(0.5 M) WEST SOUTHWEST OF THE POWER POLE NUMBER 235959 WITH A
 DE3343'SECURITY LIGHT, 22.2 FEET (6.8 M) WEST SOUTHWEST OF THE DRIVEWAY, 1.4
 DE3343'FEET (0.4 M) WEST SOUTHWEST OF A WITNESS POST.
 DE3343'DESCRIBED BY T. HALL.
 DE3343
 DE3343                          STATION RECOVERY (2000)
 DE3343
 DE3343'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3343'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTH SOUTHEAST OF AIKEN.
 DE3343'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3343'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3343'JUNCTION OF STATE HIGHWAYS 19 (WHISKEY ROAD) AND 118/302/19
 DE3343'TRUCK-BYPASS (PINE LOG ROAD SOUTHEAST) IN AIKEN, GO EAST NORTHEAST ON
 DE3343'HIGHWAY 302 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE RIGHT NEAR A
 DE3343'METAL POWER POLE IN THE SOUTHWEST ANGLE OF THE PAVED ENTRANCE DRIVEWAY
 DE3343'TO THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS.  STATION IS A
 DE3343'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY,
 DE3343'9.7 FEET (3.0 M) SOUTH SOUTHEAST OF THE SOUTHEAST EDGE OF THE HIGHWAY
 DE3343'CURB, 11.0 FEET (3.4 M) NORTH NORTHEAST OF THE POLE, 22.0 FEET (6.7 M)
 DE3343'WEST SOUTHWEST OF THE CENTER OF THE ENTRANCE DRIVE, 66.2 FEET (20.2 M)
 DE3343'WEST NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 10.1 FEET (3.1
 DE3343'M) NORTH NORTHEAST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 DE3343
 DE3343                          STATION RECOVERY (2002)
 DE3343
 DE3343'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DE3343'WOODEN POWER POLE REPLACED WITH CONCRETE POLE. WITNESS POST NEAR NEW
 DE3343'POLE BUT MARKER NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3344 ***********************************************************************
 DE3344  DESIGNATION -  2 041
 DE3344  PID         -  DE3344
 DE3344  STATE/COUNTY-  SC/AIKEN
 DE3344  USGS QUAD   -  AIKEN (1980)
 DE3344
 DE3344                         *CURRENT SURVEY CONTROL
 DE3344  ___________________________________________________________________
 DE3344* NAD 83(1986)-  33 31 50.     (N)    081 42 09.     (W)     SCALED    
 DE3344* NAVD 88     -       149.719  (meters)     491.20   (feet)  ADJUSTED  
 DE3344  ___________________________________________________________________
 DE3344  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DE3344  DYNAMIC HT  -         149.557 (meters)     490.67  (feet)  COMP
 DE3344  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 DE3344
 DE3344  VERT ORDER  -  FIRST     CLASS II
 DE3344
 DE3344.The horizontal coordinates were scaled from a topographic map and have
 DE3344.an estimated accuracy of +/- 6 seconds.
 DE3344
 DE3344.The orthometric height was determined by differential leveling
 DE3344.and adjusted by the National Geodetic Survey in April 1994..
 DE3344
 DE3344.The geoid height was determined by GEOID03.
 DE3344
 DE3344.The dynamic height is computed by dividing the NAVD 88
 DE3344.geopotential number by the normal gravity value computed on the
 DE3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3344.degrees latitude (g = 980.6199 gals.).
 DE3344
 DE3344.The modeled gravity was interpolated from observed gravity values.
 DE3344
 DE3344;                    North         East    Units  Estimated Accuracy
 DE3344;SPC SC       -   188,440.      544,360.      MT  (+/- 180 meters Scaled)
 DE3344
 DE3344                          SUPERSEDED SURVEY CONTROL
 DE3344
 DE3344.No superseded survey control is available for this station.
 DE3344
 DE3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT347103(NAD 83)
 DE3344_MARKER: DD = SURVEY DISK
 DE3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3344_SP_SET: CONCRETE POST
 DE3344_STAMPING: 2 041 1992
 DE3344_MARK LOGO: SCGS  
 DE3344_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3344+STABILITY: SURFACE MOTION
 DE3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3344+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DE3344
 DE3344  HISTORY     - Date     Condition        Report By
 DE3344  HISTORY     - 1992     MONUMENTED       SCGS
 DE3344  HISTORY     - 20000920 GOOD             SCGS
 DE3344  HISTORY     - 20021025 MARK NOT FOUND   USPSQD
 DE3344
 DE3344                          STATION DESCRIPTION
 DE3344
 DE3344'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3344'STATION IS LOCATED 2.3 MILES (3.7 KM) SOUTHEAST OF AIKEN.
 DE3344'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3344'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3344'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3344'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST), 118 (PINE LOG ROAD
 DE3344'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO EAST NORTHEAST ON
 DE3344'HIGHWAY 302 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 440
 DE3344'(POWDER HOUSE ROAD) AND THE STATION NEAR A POWER POLE IN THE GRASSY
 DE3344'AREA OF A TEXACO GAS STATION IN THE SOUTHEAST ANGLE OF THE JUNCTION.
 DE3344'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.2 FEET (0.4 M)
 DE3344'ABOVE THE HIGHWAY, 4.4 FEET (1.3 M) EAST SOUTHEAST OF THE POWER POLE
 DE3344'NUMBER 329435 WITH TWO GUY WIRES, 36.1 FEET (11.0 M) SOUTH SOUTHEAST
 DE3344'OF THE CENTER OF THE HIGHWAY, 35.3 FEET (10.8 M) EAST NORTHEAST OF
 DE3344'THE CENTER OF THE ROAD, 9.4 FEET (2.9 M) SOUTH SOUTHEAST OF THE
 DE3344'CENTER OF A METAL MANHOLE COVER, 12.0 FEET (3.7 M) SOUTH SOUTHEAST OF
 DE3344'THE EAST END OF A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD,
 DE3344'35.7 FEET (10.9 M) WEST OF THE CENTER ONE OF THREE METAL PIPE VENT
 DE3344'STACKS AT THE GAS STATION, 9.2 FEET (2.8 M) SOUTHEAST OF A WITNESS
 DE3344'POST.
 DE3344'DESCRIBED BY T. HALL.
 DE3344
 DE3344                          STATION RECOVERY (2000)
 DE3344
 DE3344'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3344'STATION IS LOCATED 2.3 MILES (3.7 KM) SOUTH SOUTHEAST OF AIKEN.
 DE3344'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3344'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3344'JUNCTION OF STATE HIGHWAYS 19 (WHISKEY ROAD) AND 118/302/19
 DE3344'TRUCK-BYPASS (PINE LOG ROAD SOUTHEAST) IN AIKEN, GO EAST NORTHEAST ON
 DE3344'HIGHWAY 302 FOR 1.1 MILES (1.8 KM) TO THE STATION NEAR A TEXACO GAS
 DE3344'STATION IN THE SOUTHEAST ANGLE OF A PAVED ROAD (POWDER HOUSE ROAD) .
 DE3344'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT
 DE3344'(0.3 M) ABOVE THE HIGHWAY, 35.9 FEET (10.9 M) EAST NORTHEAST OF THE
 DE3344'CENTER OF POWDER HOUSE ROAD, 99.5 FEET (30.3 M) WEST NORTHWEST OF THE
 DE3344'NORTHWEST BRICK CORNER OF THE GAS STATION, 35.9 FEET (10.9 M)
 DE3344'NORTHWEST OF A METAL LAMP POST WITH A FLOODLIGHT, 0.5 FOOT (15.2 CM)
 DE3344'NORTH OF THE SOUTH EDGE OF THE EXTENDED PROPOSED CURBING, 1.0 FOOT
 DE3344'(0.3 M) NORTH NORTHEAST OF A WITNESS POST.  RECOVERED BY D.L.
 DE3344'BRECHLIN.
 DE3344
 DE3344                          STATION RECOVERY (2002)
 DE3344
 DE3344'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DE3344'WOODEN POWER POLE REPLACED WITH CONCRETE POLE. WITNESS POST MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3342 ***********************************************************************
 DE3342  DESIGNATION -  2 042
 DE3342  PID         -  DE3342
 DE3342  STATE/COUNTY-  SC/AIKEN
 DE3342  USGS QUAD   -  AIKEN (1980)
 DE3342
 DE3342                         *CURRENT SURVEY CONTROL
 DE3342  ___________________________________________________________________
 DE3342* NAD 83(1986)-  33 31 02.     (N)    081 42 57.     (W)     SCALED    
 DE3342* NAVD 88     -       147.182  (meters)     482.88   (feet)  ADJUSTED  
 DE3342  ___________________________________________________________________
 DE3342  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DE3342  DYNAMIC HT  -         147.023 (meters)     482.36  (feet)  COMP
 DE3342  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 DE3342
 DE3342  VERT ORDER  -  FIRST     CLASS II
 DE3342
 DE3342.The horizontal coordinates were scaled from a topographic map and have
 DE3342.an estimated accuracy of +/- 6 seconds.
 DE3342
 DE3342.The orthometric height was determined by differential leveling
 DE3342.and adjusted by the National Geodetic Survey in April 1994..
 DE3342
 DE3342.The geoid height was determined by GEOID03.
 DE3342
 DE3342.The dynamic height is computed by dividing the NAVD 88
 DE3342.geopotential number by the normal gravity value computed on the
 DE3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3342.degrees latitude (g = 980.6199 gals.).
 DE3342
 DE3342.The modeled gravity was interpolated from observed gravity values.
 DE3342
 DE3342;                    North         East    Units  Estimated Accuracy
 DE3342;SPC SC       -   186,970.      543,110.      MT  (+/- 180 meters Scaled)
 DE3342
 DE3342                          SUPERSEDED SURVEY CONTROL
 DE3342
 DE3342.No superseded survey control is available for this station.
 DE3342
 DE3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT335088(NAD 83)
 DE3342_MARKER: DD = SURVEY DISK
 DE3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3342_SP_SET: CONCRETE POST
 DE3342_STAMPING: 2 042 1992
 DE3342_MARK LOGO: SCGS  
 DE3342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3342+STABILITY: SURFACE MOTION
 DE3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3342+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 DE3342
 DE3342  HISTORY     - Date     Condition        Report By
 DE3342  HISTORY     - 1992     MONUMENTED       SCGS
 DE3342  HISTORY     - 19961210 MARK NOT FOUND   SCGS
 DE3342  HISTORY     - 20000926 GOOD             SCGS
 DE3342  HISTORY     - 20021025 GOOD             USPSQD
 DE3342
 DE3342                          STATION DESCRIPTION
 DE3342
 DE3342'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3342'STATION IS LOCATED 2.95 MILES (4.75 KM) SOUTH OF AIKEN, 6.95 MILES
 DE3342'(11.18 KM) NORTH NORTHWEST OF NEW ELLENTON. OWNERSHIP--SCDHPT,
 DE3342'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3342'803-737-1350.
 DE3342'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3342'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST), 118 (PINE LOG ROAD
 DE3342'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO SOUTH SOUTHEAST
 DE3342'ON HIGHWAY 19 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD
 DE3342'1400 (SHANNON LANE) AND THE STATION NEAR A 4.0-FOOT TALL CONCRETE
 DE3342'POST IN THE NORTHEAST ANGLE OF THE JUNCTION.
 DE3342'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3342'HIGHWAY, 50.5 FEET (15.4 M) EAST NORTHEAST OF THE CENTER OF THE
 DE3342'HIGHWAY, 26.5 FEET (8.1 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD,
 DE3342'11.5 FEET (3.5 M) NORTHEAST OF THE NORTH END OF THE EAST ONE OF TWO
 DE3342'2.0-FOOT CONCRETE PIPE CULVERTS BENEATH THE ROAD, 1.7 FEET (0.5 M)
 DE3342'SOUTH SOUTHEAST OF THE CONCRETE POST, 111.1 FEET (33.9 M) WEST
 DE3342'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BRICK HOUSE NUMBER 1966,
 DE3342'2.2 FEET (0.7 M) SOUTH SOUTHEAST OF A WITNESS POST.
 DE3342'DESCRIBED BY T. HALL.
 DE3342
 DE3342                          STATION RECOVERY (1996)
 DE3342
 DE3342'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DE3342'STATION WAS REPORTED BY BILLY TODD OF SOUTHERN PARTNERS INCORPORATED
 DE3342'AS BEING DISTURBED.
 DE3342
 DE3342                          STATION RECOVERY (2000)
 DE3342
 DE3342'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3342'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTH OF AIKEN.
 DE3342'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3342'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3342'JUNCTION OF STATE HIGHWAY 19 (WHISKEY ROAD SOUTHEAST) AND STATE
 DE3342'HIGHWAYS 118/302/19 TRUCK BY-PASS (PINE LOG ROAD) IN AIKEN, GO SOUTH
 DE3342'SOUTHEAST ON HIGHWAY 19 FOR 0.5 MILE (0.8 KM) TO THE STATION NEAR A
 DE3342'TELEPHONE JUNCTION BOX IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE
 DE3342'ROAD 1400 (SHANNON LANE) .  STATION IS A CONCRETE POST FLUSH WITH THE
 DE3342'GROUND AND LEVEL WITH THE JUNCTION, 48.3 FEET (14.7 M) EAST NORTHEAST
 DE3342'OF THE CENTER OF HIGHWAY 19, 26.1 FEET (8.0 M) NORTH NORTHWEST OF THE
 DE3342'CENTER OF ROAD 1400, 1.3 FEET (0.4 M) NORTH NORTHWEST OF THE TELEPHONE
 DE3342'JUNCTION BOX NUMBER 2092, 9.5 FEET (2.9 M) NORTHEAST OF THE CENTER OF
 DE3342'A METAL MANHOLE COVER, 5.9 FEET (1.8 M) SOUTH OF A POWER POLE NUMBER
 DE3342'473693, 2.3 FEET (0.7 M) SOUTH OF A WITNESS POST.  RECOVERED BY D.L.
 DE3342'BRECHLIN.
 DE3342
 DE3342                          STATION RECOVERY (2002)
 DE3342
 DE3342'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DE3342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3319 ***********************************************************************
 DE3319  DESIGNATION -  2 043
 DE3319  PID         -  DE3319
 DE3319  STATE/COUNTY-  SC/AIKEN
 DE3319  USGS QUAD   -  AIKEN (1980)
 DE3319
 DE3319                         *CURRENT SURVEY CONTROL
 DE3319  ___________________________________________________________________
 DE3319* NAD 83(2001)-  33 31 48.98994(N)    081 43 23.73881(W)     ADJUSTED  
 DE3319* NAVD 88     -       155.778  (meters)     511.08   (feet)  ADJUSTED  
 DE3319  ___________________________________________________________________
 DE3319  X           -     766,171.699 (meters)                     COMP
 DE3319  Y           -  -5,266,884.205 (meters)                     COMP
 DE3319  Z           -   3,503,203.052 (meters)                     COMP
 DE3319  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DE3319  ELLIP HEIGHT-         125.17  (meters)          (03/13/03) GPS OBS
 DE3319  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DE3319  DYNAMIC HT  -         155.610 (meters)     510.53  (feet)  COMP
 DE3319  MODELED GRAV-     979,553.0   (mgal)                       NAVD 88
 DE3319
 DE3319  HORZ ORDER  -  FIRST
 DE3319  VERT ORDER  -  FIRST     CLASS II
 DE3319  ELLP ORDER  -  FOURTH    CLASS II
 DE3319
 DE3319.The horizontal coordinates were established by GPS observations
 DE3319.and adjusted by the National Geodetic Survey in March 2003..
 DE3319
 DE3319.The orthometric height was determined by differential leveling
 DE3319.and adjusted by the National Geodetic Survey in April 1994..
 DE3319
 DE3319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3319
 DE3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3319
 DE3319.The ellipsoidal height was determined by GPS observations
 DE3319.and is referenced to NAD 83.
 DE3319
 DE3319.The geoid height was determined by GEOID03.
 DE3319
 DE3319.The dynamic height is computed by dividing the NAVD 88
 DE3319.geopotential number by the normal gravity value computed on the
 DE3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3319.degrees latitude (g = 980.6199 gals.).
 DE3319
 DE3319.The modeled gravity was interpolated from observed gravity values.
 DE3319
 DE3319;                    North         East     Units Scale Factor Converg.
 DE3319;SPC SC       -   188,419.559   542,430.388   MT  0.99979659   -0 24 03.5
 DE3319;SPC SC       -   618,174.41  1,779,627.26   iFT  0.99979659   -0 24 03.5
 DE3319;UTM  17      - 3,710,309.933   432,842.346   MT  0.99965560   -0 23 58.3
 DE3319
 DE3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3319!SPC SC       -   0.99998035  x   0.99979659  =   0.99977694
 DE3319!UTM  17      -   0.99998035  x   0.99965560  =   0.99963596
 DE3319
 DE3319                          SUPERSEDED SURVEY CONTROL
 DE3319
 DE3319  NAD 83(1986)-  33 31 48.99730(N)    081 43 23.73380(W) AD(       ) 1
 DE3319  NAD 83(1995)-  33 31 48.99012(N)    081 43 23.73846(W) AD(       ) 1
 DE3319  ELLIP H (11/18/02)  125.25   (m)                       GP(       ) 4 2
 DE3319  NAVD 88 (11/18/02)  155.78   (m)          511.1    (f) LEVELING    3  
 DE3319
 DE3319.Superseded values are not recommended for survey control.
 DE3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3319.See file dsdata.txt to determine how the superseded data were derived.
 DE3319
 DE3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3284210310(NAD 83)
 DE3319_MARKER: DD = SURVEY DISK
 DE3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3319_SP_SET: CONCRETE POST
 DE3319_STAMPING: 2 043 1992
 DE3319_MARK LOGO: SCGS  
 DE3319_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3319+STABILITY: SURFACE MOTION
 DE3319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3319+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 DE3319
 DE3319  HISTORY     - Date     Condition        Report By
 DE3319  HISTORY     - 1992     MONUMENTED       SCGS
 DE3319  HISTORY     - 20000920 GOOD             SCGS
 DE3319  HISTORY     - 20021025 GOOD             USPSQD
 DE3319
 DE3319                          STATION DESCRIPTION
 DE3319
 DE3319'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3319'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTH OF AIKEN.
 DE3319'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3319'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3319'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3319'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST) AND 118 (PINE LOG ROAD
 DE3319'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO NORTH NORTHWEST
 DE3319'ON HIGHWAY 19 FOR 0.5 MILE (0.8 KM) TO PRICE AVENUE SOUTHEAST RIGHT
 DE3319'AND THE STATION IN THE SOUTHEAST ANGLE IN THE VEE OF AN ASPHALT
 DE3319'JOGGING PATH AND AN ACCESS DRIVEWAY ON THE PROPERTY OF H. ODELL WEEKS
 DE3319'RECREATION CENTER.
 DE3319'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3319'HIGHWAY, 94.0 FEET (28.7 M) EAST NORTHEAST OF THE CENTER OF THE
 DE3319'HIGHWAY, 106.8 FEET (32.6 M) SOUTH OF THE CENTER OF PRICE AVENUE
 DE3319'SOUTHEAST, 44.4 FEET (13.5 M) NORTHEAST OF A POWER POLE F-240/C-21323
 DE3319'WITH GUY WIRE AND A WOODEN BRACE POLE, 10.5 FEET (3.2 M) NORTHWEST OF
 DE3319'THE CENTER OF THE JOGGING PATH, 14.4 FEET (4.4 M) EAST NORTHEAST OF
 DE3319'THE CENTER OF THE DRIVEWAY, 3.7 FEET (1.1 M) NORTH OF A WITNESS POST.
 DE3319'DESCRIBED BY T. HALL.
 DE3319
 DE3319                          STATION RECOVERY (2000)
 DE3319
 DE3319'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3319'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTH OF AIKEN.  OWNERSHIP--TOWN
 DE3319'OF AIKEN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 DE3319'(WHISKEY ROAD SOUTHEAST) , 118/302/19 TRUCK BY-PASS (PINE LOG ROAD
 DE3319'SOUTHEAST) IN AIKEN, GO NORTH NORTHWEST ON HIGHWAY 19 FOR 0.5 MILE
 DE3319'(0.8 KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE
 DE3319'JUNCTION OF A PAVED ROAD (PRICE AVENUE SOUTHEAST) NEXT TO A PAVED
 DE3319'EXERCISE WALKWAY.  STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0
 DE3319'CM) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 7.2 FEET (2.2 M) WEST
 DE3319'NORTHWEST OF THE CENTER OF THE WALKWAY, 17.2 FEET (5.2 M) SOUTHWEST OF
 DE3319'A WOODEN LAMP POST WITH A SCGS REFERENCE WASHER ATTACHED, 44.4 FEET
 DE3319'(13.5 M) NORTHEAST OF A POWER POLE C-21323 WITH A WOODEN SUPPORT POST
 DE3319'AND A SCGS REFERENCE WASHER ATTACHED, 91.7 FEET (28.0 M) EAST OF THE
 DE3319'CENTER OF THE HIGHWAY, 16.9 FEET (5.2 M) SOUTHWEST OF A WITNESS POST.
 DE3319'RECOVERED BY D.L.  BRECHLIN.
 DE3319
 DE3319                          STATION RECOVERY (2002)
 DE3319
 DE3319'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DE3319'WITNESS POLE MOVED CLOSE TO A WOODEN POST OVER TRACK WITH SCGD WASHER.
 DE3319'THE MARKER IS LOCATED 16.5 FT SW OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3318 ***********************************************************************
 DE3318  DESIGNATION -  2 044
 DE3318  PID         -  DE3318
 DE3318  STATE/COUNTY-  SC/AIKEN
 DE3318  USGS QUAD   -  AIKEN (1980)
 DE3318
 DE3318                         *CURRENT SURVEY CONTROL
 DE3318  ___________________________________________________________________
 DE3318* NAD 83(1986)-  33 32 20.     (N)    081 43 25.     (W)     SCALED    
 DE3318* NAVD 88     -       156.504  (meters)     513.46   (feet)  ADJUSTED  
 DE3318  ___________________________________________________________________
 DE3318  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3318  DYNAMIC HT  -         156.335 (meters)     512.91  (feet)  COMP
 DE3318  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 DE3318
 DE3318  VERT ORDER  -  FIRST     CLASS II
 DE3318
 DE3318.The horizontal coordinates were scaled from a topographic map and have
 DE3318.an estimated accuracy of +/- 6 seconds.
 DE3318
 DE3318.The orthometric height was determined by differential leveling
 DE3318.and adjusted by the National Geodetic Survey in April 1994..
 DE3318
 DE3318.The geoid height was determined by GEOID03.
 DE3318
 DE3318.The dynamic height is computed by dividing the NAVD 88
 DE3318.geopotential number by the normal gravity value computed on the
 DE3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3318.degrees latitude (g = 980.6199 gals.).
 DE3318
 DE3318.The modeled gravity was interpolated from observed gravity values.
 DE3318
 DE3318;                    North         East    Units  Estimated Accuracy
 DE3318;SPC SC       -   189,380.      542,410.      MT  (+/- 180 meters Scaled)
 DE3318
 DE3318                          SUPERSEDED SURVEY CONTROL
 DE3318
 DE3318.No superseded survey control is available for this station.
 DE3318
 DE3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT328112(NAD 83)
 DE3318_MARKER: DD = SURVEY DISK
 DE3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3318_SP_SET: CONCRETE POST
 DE3318_STAMPING: 2 044 1992
 DE3318_MARK LOGO: SCGS  
 DE3318_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3318+STABILITY: SURFACE MOTION
 DE3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3318+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 DE3318
 DE3318  HISTORY     - Date     Condition        Report By
 DE3318  HISTORY     - 1992     MONUMENTED       SCGS
 DE3318  HISTORY     - 20000920 GOOD             SCGS
 DE3318  HISTORY     - 20021025 GOOD             USPSQD
 DE3318
 DE3318                          STATION DESCRIPTION
 DE3318
 DE3318'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3318'STATION IS LOCATED 1.45 MILES (2.33 KM) SOUTH OF AIKEN.
 DE3318'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3318'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3318'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3318'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST) AND 118 (PINE LOG ROAD
 DE3318'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO NORTH NORTHWEST
 DE3318'ON HIGHWAY 19 FOR 1.1 MILES (1.8 KM) TO BOARDMAN ROAD SOUTHEAST RIGHT
 DE3318'AND THE STATION NEAR A MAGNOLIA TREE IN THE SOUTHEAST ANGLE.
 DE3318'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3318'ROAD, 13.0 FEET (4.0 M) SOUTH SOUTHEAST OF THE CENTER OF A METAL
 DE3318'SEWER COVER, 17.0 FEET (5.2 M) EAST SOUTHEAST OF THE CENTER OF A
 DE3318'METAL PHONE COMPANY (SOUTHERN BELL) TUNNEL COVER, 10.3 FEET (3.1 M)
 DE3318'EAST SOUTHEAST OF THE EAST CORNER OF A SIDEWALK, 30.1 FEET (9.2 M)
 DE3318'SOUTHWEST OF THE CENTER OF BOARDMAN ROAD SOUTHEAST, 10.8 FEET (3.3 M)
 DE3318'SOUTHWEST OF A POWER POLE WITH A METER, ELECTRIC CONTROL BOX AND A GUY
 DE3318'WIRE, 28.4 FEET (8.7 M) WEST NORTHWEST OF A POWER POLE NUMBER 92396,
 DE3318'5.3 FEET (1.6 M) NORTH NORTHEAST OF THE 1.2-FOOT MAGNOLIA TREE, 52.7
 DE3318'FEET (16.1 M) NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORY BRICK
 DE3318'BUILDING, 10.2 FEET (3.1 M) SOUTHWEST OF A WITNESS POST.
 DE3318'DESCRIBED BY T. HALL.
 DE3318
 DE3318                          STATION RECOVERY (2000)
 DE3318
 DE3318'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3318'STATION IS LOCATED 1.5 MILES (2.4 KM) SOUTH OF AIKEN.
 DE3318'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3318'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3318'JUNCTION OF STATE HIGHWAY 19 (WHISKEY ROAD SOUTHEAST) AND STATE
 DE3318'HIGHWAYS 118/30219 TRUCK BY-PASS (PINE LOG ROAD SOUTHEAST) IN AIKEN,
 DE3318'GO NORTH NORTHWEST ON HIGHWAY 19 FOR 1.05 MILES (1.69 KM) TO THE
 DE3318'STATION NEAR A MAGNOLIA TREE IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 DE3318'A PAVED ROAD (BOARDMAN ROAD) .  STATION IS A CONCRETE POST RECESSED
 DE3318'0.1 FOOT (3.0 CM) AND LEVEL WITH THE JUNCTION, 5.0 FEET (1.5 M) NORTH
 DE3318'NORTHEAST OF THE 1.0-FOOT MAGNOLIA TREE, 13.0 FEET (4.0 M) SOUTH
 DE3318'SOUTHEAST OF THE CENTER OF A MANHOLE COVER, 16.9 FEET (5.2 M) EAST
 DE3318'SOUTHEAST OF THE CENTER OF A BELL SYSTEMS MANHOLE COVER, 19.7 FEET
 DE3318'(6.0 M) EAST NORTHEAST OF THE CENTER OF A STORM DRAIN MANHOLE COVER,
 DE3318'10.6 FEET (3.2 M) EAST SOUTHEAST OF THE SOUTHEAST END CORNER OF A
 DE3318'4-FOOT SIDEWALK, 10.3 FEET (3.1 M) SOUTH OF A WITNESS POST.  RECOVERED
 DE3318'BY D.L.  BRECHLIN.
 DE3318
 DE3318                          STATION RECOVERY (2002)
 DE3318
 DE3318'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DE3318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3317 ***********************************************************************
 DE3317  DESIGNATION -  2 045
 DE3317  PID         -  DE3317
 DE3317  STATE/COUNTY-  SC/AIKEN
 DE3317  USGS QUAD   -  AIKEN (1980)
 DE3317
 DE3317                         *CURRENT SURVEY CONTROL
 DE3317  ___________________________________________________________________
 DE3317* NAD 83(1986)-  33 32 42.     (N)    081 43 19.     (W)     SCALED    
 DE3317* NAVD 88     -       151.999  (meters)     498.68   (feet)  ADJUSTED  
 DE3317  ___________________________________________________________________
 DE3317  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3317  DYNAMIC HT  -         151.834 (meters)     498.14  (feet)  COMP
 DE3317  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 DE3317
 DE3317  VERT ORDER  -  FIRST     CLASS II
 DE3317
 DE3317.The horizontal coordinates were scaled from a topographic map and have
 DE3317.an estimated accuracy of +/- 6 seconds.
 DE3317
 DE3317.The orthometric height was determined by differential leveling
 DE3317.and adjusted by the National Geodetic Survey in April 1994..
 DE3317
 DE3317.The geoid height was determined by GEOID03.
 DE3317
 DE3317.The dynamic height is computed by dividing the NAVD 88
 DE3317.geopotential number by the normal gravity value computed on the
 DE3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3317.degrees latitude (g = 980.6199 gals.).
 DE3317
 DE3317.The modeled gravity was interpolated from observed gravity values.
 DE3317
 DE3317;                    North         East    Units  Estimated Accuracy
 DE3317;SPC SC       -   190,050.      542,560.      MT  (+/- 180 meters Scaled)
 DE3317
 DE3317                          SUPERSEDED SURVEY CONTROL
 DE3317
 DE3317.No superseded survey control is available for this station.
 DE3317
 DE3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT329119(NAD 83)
 DE3317_MARKER: DD = SURVEY DISK
 DE3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3317_SP_SET: CONCRETE POST
 DE3317_STAMPING: 2 045 1992
 DE3317_MARK LOGO: SCGS  
 DE3317_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3317+STABILITY: SURFACE MOTION
 DE3317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3317+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 DE3317
 DE3317  HISTORY     - Date     Condition        Report By
 DE3317  HISTORY     - 1992     MONUMENTED       SCGS
 DE3317  HISTORY     - 20000920 GOOD             SCGS
 DE3317  HISTORY     - 20021025 GOOD             USPSQD
 DE3317
 DE3317                          STATION DESCRIPTION
 DE3317
 DE3317'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3317'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTH OF AIKEN.
 DE3317'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3317'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3317'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3317'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST) AND 118 (PINE LOG ROAD
 DE3317'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO NORTH NORTHWEST
 DE3317'ON HIGHWAY 19 FOR 1.55 MILES (2.49 KM) TO BERRIE ROAD SOUTHWEST AND
 DE3317'THE STATION NEAR A SIGN FOR RYE PATCH IN THE NORTHWEST ANGLE.
 DE3317'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 DE3317'ABOVE THE HIGHWAY, 20.0 FEET (6.1 M) SOUTHWEST OF A POWER POLE NUMBER
 DE3317'112559, 25.7 FEET (7.8 M) NORTH NORTHEAST OF THE CENTER OF BERRIE
 DE3317'ROAD SOUTHWEST, 14.1 FEET (4.3 M) NORTHEAST OF A 1.8-FOOT PINE TREE,
 DE3317'5.8 FEET (1.8 M) SOUTHEAST OF THE EAST LEG OF THE SIGN, 10.8 FEET
 DE3317'(3.3 M) SOUTHEAST OF THE FRONT FACE OF A TALL BRICK WALL, 19.3 FEET
 DE3317'(5.9 M) SOUTHWEST OF A WITNESS POST BESIDE A WOODEN POWER LINE STUB
 DE3317'POLE NEAR THE POWER POLE, 8.2 FEET (2.5 M) WEST NORTHWEST OF THE WEST
 DE3317'EDGE OF THE SIDEWALK OF THE HIGHWAY.
 DE3317'DESCRIBED BY T. HALL.
 DE3317
 DE3317                          STATION RECOVERY (2000)
 DE3317
 DE3317'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3317'STATION IS LOCATED IN AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3317'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3317'803-737-1350.  TO REACH THE STATION FROM THE EASTERN-MOST JUNCTION OF
 DE3317'U.S.  HIGHWAYS 78 (RICHLAND AVENUE SOUTHWEST/SOUTHEAST/NORTHEAST) , 1
 DE3317'AND STATE HIGHWAY 19 (CHESTERFIELD STREET
 DE3317'SOUTHEAST/NORTHEAST/NORTHWEST) IN AIKEN, GO SOUTHWEST ON HIGHWAY 19
 DE3317'FOR 1.1 MILES (1.8 KM) TO THE STATION NEAR A WOODEN SIGN FOR THE RYE
 DE3317'PATCH RESTAURANT AND COTTAGE IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 DE3317'A PAVED ROAD (BERRIE ROAD SOUTHWEST) RIGHT.  STATION IS A CONCRETE
 DE3317'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 8.5
 DE3317'FEET (2.6 M) WEST NORTHWEST OF THE NORTHWEST EDGE OF THE HIGHWAY 19
 DE3317'SIDEWALK, 20.2 FEET (6.2 M) WEST SOUTHWEST OF A POWER POLE NUMBER
 DE3317'112559, 6.3 FEET (1.9 M) NORTH OF THE WEST LEG OF THE WOODEN SIGN,
 DE3317'37.5 FEET (11.4 M) NORTH NORTHEAST OF THE CENTER OF BERRIE ROAD
 DE3317'SOUTHWEST, 3.3 FEET (1.0 M) NORTHWEST OF A FLOODLIGHT ON THE NORTH
 DE3317'SIDE OF THE SIGN, 20.9 FEET (6.4 M) WEST SOUTHWEST OF A WITNESS POST.
 DE3317'RECOVERED BY D.L.  BRECHLIN.
 DE3317
 DE3317                          STATION RECOVERY (2002)
 DE3317
 DE3317'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DE3317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3316 ***********************************************************************
 DE3316  DESIGNATION -  2 046
 DE3316  PID         -  DE3316
 DE3316  STATE/COUNTY-  SC/AIKEN
 DE3316  USGS QUAD   -  AIKEN (1980)
 DE3316
 DE3316                         *CURRENT SURVEY CONTROL
 DE3316  ___________________________________________________________________
 DE3316* NAD 83(1986)-  33 33 08.     (N)    081 43 22.     (W)     SCALED    
 DE3316* NAVD 88     -       147.238  (meters)     483.06   (feet)  ADJUSTED  
 DE3316  ___________________________________________________________________
 DE3316  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DE3316  DYNAMIC HT  -         147.079 (meters)     482.54  (feet)  COMP
 DE3316  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 DE3316
 DE3316  VERT ORDER  -  FIRST     CLASS II
 DE3316
 DE3316.The horizontal coordinates were scaled from a topographic map and have
 DE3316.an estimated accuracy of +/- 6 seconds.
 DE3316
 DE3316.The orthometric height was determined by differential leveling
 DE3316.and adjusted by the National Geodetic Survey in April 1994..
 DE3316
 DE3316.The geoid height was determined by GEOID03.
 DE3316
 DE3316.The dynamic height is computed by dividing the NAVD 88
 DE3316.geopotential number by the normal gravity value computed on the
 DE3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3316.degrees latitude (g = 980.6199 gals.).
 DE3316
 DE3316.The modeled gravity was interpolated from observed gravity values.
 DE3316
 DE3316;                    North         East    Units  Estimated Accuracy
 DE3316;SPC SC       -   190,850.      542,490.      MT  (+/- 180 meters Scaled)
 DE3316
 DE3316                          SUPERSEDED SURVEY CONTROL
 DE3316
 DE3316.No superseded survey control is available for this station.
 DE3316
 DE3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT329127(NAD 83)
 DE3316_MARKER: DD = SURVEY DISK
 DE3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3316_SP_SET: CONCRETE POST
 DE3316_STAMPING: 2 046 1992
 DE3316_MARK LOGO: SCGS  
 DE3316_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3316+STABILITY: SURFACE MOTION
 DE3316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3316+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 DE3316
 DE3316  HISTORY     - Date     Condition        Report By
 DE3316  HISTORY     - 1992     MONUMENTED       SCGS
 DE3316  HISTORY     - 20000920 GOOD             SCGS
 DE3316  HISTORY     - 20021025 GOOD             USPSQD
 DE3316
 DE3316                          STATION DESCRIPTION
 DE3316
 DE3316'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3316'STATION IS LOCATED 0.5 MILE (0.8 KM) SOUTH OF AIKEN.
 DE3316'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3316'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3316'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3316'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST) AND 118 (PINE LOG ROAD
 DE3316'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO NORTH NORTHWEST
 DE3316'ON HIGHWAY 19 FOR 2.05 MILES (3.30 KM) TO THE JUNCTION OF STATE ROADS
 DE3316'659 (COKER SPRING ROAD SOUTHWEST) AND 1180 (EASY STREET SOUTHWEST)
 DE3316'AND THE STATION NEAR A POWER POLE BETWEEN THE CURB AND SIDEWALK IN
 DE3316'THE WEST ANGLE OF THE JUNCTION.
 DE3316'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3316'HIGHWAY, 43.8 FEET (13.4 M) WEST OF THE CENTER OF THE HIGHWAY, 20.9
 DE3316'FEET (6.4 M) NORTHWEST OF THE CENTER OF ROAD 659, 67.0 FEET (20.4 M)
 DE3316'SOUTHWEST OF THE CENTER OF ROAD 1180, 3.0 FEET (0.9 M) NORTH NORTHEAST
 DE3316'OF THE POWER POLE NUMBER 166373 WITH GUY WIRE AND TRANSFORMER, 1.2
 DE3316'FEET (0.4 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK, 6.9
 DE3316'FEET (2.1 M) SOUTH SOUTHWEST OF A WITNESS POST.
 DE3316'DESCRIBED BY T. HALL.
 DE3316
 DE3316                          STATION RECOVERY (2000)
 DE3316
 DE3316'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3316'STATION IS LOCATED IN AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3316'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3316'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE3316'19 (WHISKEY ROAD SOUTHEAST) AND STATE HIGHWAYS 118/302/19 BY-PASS
 DE3316'(PINE LOG ROAD SOUTHEAST) , GO SOUTHWEST ON HIGHWAY 19 FOR 0.6 MILE
 DE3316'(1.0 KM) TO THE STATION NEAR A POWER POLE IN THE NORTHWEST ANGLE OF
 DE3316'THE JUNCTION OF STATE ROAD 659 (COKER SPRING ROAD) RIGHT. STATION IS A
 DE3316'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW
 DE3316'THE JUNCTION, 27.8 FEET (8.5 M) NORTHWEST OF THE CENTER OF THE ROAD,
 DE3316'4.3 FEET (1.3 M) NORTHEAST OF THE POWER POLE NUMBER 166373, 0.5 FOOT
 DE3316'(15.2 CM) SOUTHEAST OF THE SOUTHEAST EDGE THE HIGHWAY SIDEWALK, 6.8
 DE3316'FEET (2.1 M) SOUTHWEST OF A WITNESS POST. RECOVERED BY D.L.  BRECHLIN.
 DE3316
 DE3316                          STATION RECOVERY (2002)
 DE3316
 DE3316'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DE3316'WITNESS POST MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3309 ***********************************************************************
 DE3309  DESIGNATION -  2 047
 DE3309  PID         -  DE3309
 DE3309  STATE/COUNTY-  SC/AIKEN
 DE3309  USGS QUAD   -  AIKEN (1980)
 DE3309
 DE3309                         *CURRENT SURVEY CONTROL
 DE3309  ___________________________________________________________________
 DE3309* NAD 83(1986)-  33 33 28.     (N)    081 42 40.     (W)     SCALED    
 DE3309* NAVD 88     -       156.114  (meters)     512.18   (feet)  ADJUSTED  
 DE3309  ___________________________________________________________________
 DE3309  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3309  DYNAMIC HT  -         155.945 (meters)     511.63  (feet)  COMP
 DE3309  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 DE3309
 DE3309  VERT ORDER  -  FIRST     CLASS II
 DE3309
 DE3309.The horizontal coordinates were scaled from a topographic map and have
 DE3309.an estimated accuracy of +/- 6 seconds.
 DE3309
 DE3309.The orthometric height was determined by differential leveling
 DE3309.and adjusted by the National Geodetic Survey in April 1994..
 DE3309
 DE3309.The geoid height was determined by GEOID03.
 DE3309
 DE3309.The dynamic height is computed by dividing the NAVD 88
 DE3309.geopotential number by the normal gravity value computed on the
 DE3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3309.degrees latitude (g = 980.6199 gals.).
 DE3309
 DE3309.The modeled gravity was interpolated from observed gravity values.
 DE3309
 DE3309;                    North         East    Units  Estimated Accuracy
 DE3309;SPC SC       -   191,460.      543,580.      MT  (+/- 180 meters Scaled)
 DE3309
 DE3309                          SUPERSEDED SURVEY CONTROL
 DE3309
 DE3309.No superseded survey control is available for this station.
 DE3309
 DE3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT339133(NAD 83)
 DE3309_MARKER: DD = SURVEY DISK
 DE3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3309_SP_SET: CONCRETE POST
 DE3309_STAMPING: 2 047 1992
 DE3309_MARK LOGO: SCGS  
 DE3309_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3309+STABILITY: SURFACE MOTION
 DE3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3309+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DE3309
 DE3309  HISTORY     - Date     Condition        Report By
 DE3309  HISTORY     - 1992     MONUMENTED       SCGS
 DE3309  HISTORY     - 20000919 GOOD             SCGS
 DE3309  HISTORY     - 20030825 GOOD             USPSQD
 DE3309
 DE3309                          STATION DESCRIPTION
 DE3309
 DE3309'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3309'STATION IS LOCATED 0.8 MILE (1.3 KM) EAST OF AIKEN. OWNERSHIP--SCDHPT,
 DE3309'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3309'803-737-1350.
 DE3309'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 78 (RICHLAND
 DE3309'AVENUE SOUTHEAST), 1 (YORK STREET NORTHEAST) AND YORK STREET
 DE3309'SOUTHEAST IN AIKEN, GO EAST SOUTHEAST ON HIGHWAY 78 FOR 0.45 MILE
 DE3309'(0.72 KM) TO THE JUNCTION OF STATE ROAD 623 (HORRY STREET SOUTHEAST)
 DE3309'AND THE STATION ON THE RIGHT IN A GRASSY MEDIAN BETWEEN THE LANES OF
 DE3309'ROAD 623 AND IN LINE WITH THE NORTH WALL OF A BRICK TWO STORY
 DE3309'BUILDING IN THE SOUTHEAST ANGLE OF THE JUNCTION.
 DE3309'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 DE3309'ABOVE THE HIGHWAY, 20.0 FEET (6.1 M) SOUTH SOUTHWEST OF THE SOUTH EDGE
 DE3309'OF A SIDEWALK OF THE HIGHWAY, 25.6 FEET (7.8 M) EAST OF A POWER POLE
 DE3309'WITH A SCGS REFERENCE WASHER ATTACHED, 62.4 FEET (19.0 M) SOUTHEAST
 DE3309'OF A FIRE HYDRANT, 48.8 FEET (14.9 M) NORTH NORTHEAST OF A 1.0-FOOT
 DE3309'CEDAR TREE, 79.6 FEET (24.3 M) WEST NORTHWEST OF THE NORTHWEST CORNER
 DE3309'OF THE BRICK BUILDING, 30.0 FEET (9.1 M) SOUTHWEST OF A WITNESS POST
 DE3309'AT A SIGN POST (ONE WAY).
 DE3309'DESCRIBED BY T. HALL.
 DE3309
 DE3309                          STATION RECOVERY (2000)
 DE3309
 DE3309'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3309'STATION IS LOCATED IN AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3309'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3309'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE3309'78 (RICHLAND AVENUE NORTHEAST/SOUTHEAST) AND 1 (YORK STREET
 DE3309'NORTHEAST/SOUTHEAST) IN AIKEN, GO EAST SOUTHEAST ON HIGHWAY 78 FOR 0.4
 DE3309'MILE (0.6 KM) TO THE STATION ON THE RIGHT IN A GRASS MEDIAN FORMED AT
 DE3309'THE JUNCTION OF THE NORTH/SOUTH BOUND LANES OF STATE ROAD 623 (HORRY
 DE3309'STREET SOUTHEAST) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 DE3309'AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 47.8 FEET (14.6 M) WEST NORTHWEST
 DE3309'OF THE CENTER OF THE NORTHBOUND LANES OF ROAD 623, 45.9 FEET (14.0 M)
 DE3309'EAST SOUTHEAST OF THE CENTER OF THE SOUTHBOUND LANES OF ROAD 623, 47.4
 DE3309'FEET (14.4 M) EAST OF THE CENTER OF THE EASTBOUND LANES OF THE
 DE3309'HIGHWAY, 49.1 FEET (15.0 M) NORTH NORTHEAST OF A 1.0-FOOT CEDAR TREE,
 DE3309'25.6 FEET (7.8 M) EAST SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE
 DE3309'WASHER ATTACHED, 29.9 FEET (9.1 M) WEST SOUTHWEST OF A WITNESS POST.
 DE3309'RECOVERED BY D.L.  BRECHLIN.
 DE3309
 DE3309                          STATION RECOVERY (2003)
 DE3309
 DE3309'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3360 ***********************************************************************
 DE3360  DESIGNATION -  2 048
 DE3360  PID         -  DE3360
 DE3360  STATE/COUNTY-  SC/AIKEN
 DE3360  USGS QUAD   -  GRANITEVILLE (1980)
 DE3360
 DE3360                         *CURRENT SURVEY CONTROL
 DE3360  ___________________________________________________________________
 DE3360* NAD 83(2001)-  33 30 01.71800(N)    081 49 05.89282(W)     ADJUSTED  
 DE3360* NAVD 88     -       140.093  (meters)     459.62   (feet)  ADJUSTED  
 DE3360  ___________________________________________________________________
 DE3360  X           -     757,691.753 (meters)                     COMP
 DE3360  Y           -  -5,269,941.389 (meters)                     COMP
 DE3360  Z           -   3,500,438.924 (meters)                     COMP
 DE3360  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DE3360  ELLIP HEIGHT-         109.61  (meters)          (03/13/03) GPS OBS
 DE3360  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DE3360  DYNAMIC HT  -         139.942 (meters)     459.13  (feet)  COMP
 DE3360  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 DE3360
 DE3360  HORZ ORDER  -  FIRST
 DE3360  VERT ORDER  -  FIRST     CLASS II
 DE3360  ELLP ORDER  -  FOURTH    CLASS II
 DE3360
 DE3360.The horizontal coordinates were established by GPS observations
 DE3360.and adjusted by the National Geodetic Survey in March 2003..
 DE3360
 DE3360.The orthometric height was determined by differential leveling
 DE3360.and adjusted by the National Geodetic Survey in April 1994..
 DE3360
 DE3360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3360
 DE3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3360
 DE3360.The ellipsoidal height was determined by GPS observations
 DE3360.and is referenced to NAD 83.
 DE3360
 DE3360.The geoid height was determined by GEOID03.
 DE3360
 DE3360.The dynamic height is computed by dividing the NAVD 88
 DE3360.geopotential number by the normal gravity value computed on the
 DE3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3360.degrees latitude (g = 980.6199 gals.).
 DE3360
 DE3360.The modeled gravity was interpolated from observed gravity values.
 DE3360
 DE3360;                    North         East     Units Scale Factor Converg.
 DE3360;SPC SC       -   185,181.184   533,577.725   MT  0.99979798   -0 27 13.2
 DE3360;SPC SC       -   607,549.82  1,750,583.09   iFT  0.99979798   -0 27 13.2
 DE3360;UTM  17      - 3,707,071.728   423,990.966   MT  0.99967123   -0 27 06.0
 DE3360
 DE3360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3360!SPC SC       -   0.99998279  x   0.99979798  =   0.99978078
 DE3360!UTM  17      -   0.99998279  x   0.99967123  =   0.99965403
 DE3360
 DE3360                          SUPERSEDED SURVEY CONTROL
 DE3360
 DE3360  NAD 83(1986)-  33 30 01.72408(N)    081 49 05.88611(W) AD(       ) 1
 DE3360  NAD 83(1995)-  33 30 01.71855(N)    081 49 05.89206(W) AD(       ) 1
 DE3360  ELLIP H (11/18/02)  109.69   (m)                       GP(       ) 4 2
 DE3360  NAVD 88 (11/18/02)  140.09   (m)          459.6    (f) LEVELING    3  
 DE3360
 DE3360.Superseded values are not recommended for survey control.
 DE3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3360.See file dsdata.txt to determine how the superseded data were derived.
 DE3360
 DE3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2399107072(NAD 83)
 DE3360_MARKER: DD = SURVEY DISK
 DE3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3360_SP_SET: CONCRETE POST
 DE3360_STAMPING: 2 048 1992
 DE3360_MARK LOGO: SCGS  
 DE3360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3360+STABILITY: SURFACE MOTION
 DE3360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3360+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 DE3360
 DE3360  HISTORY     - Date     Condition        Report By
 DE3360  HISTORY     - 1992     MONUMENTED       SCGS
 DE3360  HISTORY     - 20001212 GOOD             SCGS
 DE3360  HISTORY     - 20031001 MARK NOT FOUND   USPSQD
 DE3360
 DE3360                          STATION DESCRIPTION
 DE3360
 DE3360'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3360'STATION IS LOCATED 1.9 MILES (3.1 KM) SOUTHEAST OF LANGLEY, 6.8 MILES
 DE3360'(10.9 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3360'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3360'803-737-1350.
 DE3360'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3360'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3360'WARRENVILLE, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.5 MILES (4.0 KM) TO
 DE3360'THE JUNCTION OF STATE ROAD 87 (PINE LOG ROAD), TURN RIGHT ON ROAD 87
 DE3360'FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 65 (PINE LOG
 DE3360'ROAD) BEARS LEFT AND STATE ROAD 87 (PINEY HEIGHTS ROAD) AND THE
 DE3360'STATION ON THE RIGHT NEAR A SIGN FOR THE PINE FOREST BAPTIST CHURCH
 DE3360'ANNEX BUILDING.
 DE3360'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3360'(15.2 CM) ABOVE ROAD 87, 19.3 FEET (5.9 M) NORTHWEST OF A METAL WATER
 DE3360'METER COVER AT THE ROADS EDGE, 81.5 FEET (24.8 M) NORTH OF THE CENTER
 DE3360'OF ROAD 87, 7.7 FEET (2.3 M) WEST OF A WOODEN CABLE FENCE POST WITH A
 DE3360'SCGS REFERENCE WASHER ATTACHED, 78.4 FEET (23.9 M) SOUTH OF THE
 DE3360'SOUTHEAST CORNER OF THE BUILDING, 6.3 FEET (1.9 M) EAST SOUTHEAST OF
 DE3360'THE SIGN POST, 83.2 FEET (25.4 M) SOUTHEAST OF A SECURITY LIGHT POLE
 DE3360'NUMBER 19034/522-6-6.7-7.7, 8.0 FEET (2.4 M) WEST OF A WITNESS POST.
 DE3360'DESCRIBED BY T. HALL.
 DE3360
 DE3360                          STATION RECOVERY (2000)
 DE3360
 DE3360'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3360'STATION IS LOCATED 7.0 MILES (11.3 KM) SOUTHWEST OF AIKEN, 8.4 MILES
 DE3360'(13.5 KM) EAST OF NORTH AUGUSTA.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3360'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3360'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3360'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81
 DE3360'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF
 DE3360'AIKEN, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.5 MILES (4.0 KM) TO THE
 DE3360'JUNCTION OF STATE ROAD 87 (PINE LOG ROAD) , TURN RIGHT ON ROAD 87 FOR
 DE3360'2.75 MILES (4.43 KM) TO THE STATION ON THE RIGHT NEAR A SIGN FOR THE
 DE3360'PINE FOREST BAPTIST CHURCH ANNEX AT THE EXTENDED CENTER OF THE
 DE3360'JUNCTION OF STATE ROAD 65 (PINEY HEIGHTS ROAD) .  STATION IS A
 DE3360'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE ROAD
 DE3360'87, 31.6 FEET (9.6 M) NORTH OF THE CENTER OF ROAD 87, 7.9 FEET (2.4 M)
 DE3360'WEST OF A WOODEN FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED,
 DE3360'78.5 FEET (23.9 M) SOUTH OF THE SOUTHEAST CORNER OF THE ANNEX, 6.2
 DE3360'FEET (1.9 M) EAST SOUTHEAST OF THE SIGN POST (PINE FOREST BAPTIST
 DE3360'CHURCH ANNEX) , 83.3 FEET (25.4 M) SOUTHEAST OF A POWER POLE NUMBER
 DE3360'522-6-6.7-7.7 WITH SECURITY LIGHT, 8.2 FEET (2.5 M) WEST OF A WITNESS
 DE3360'POST.  RECOVERED BY M.J.  UGGIANO.
 DE3360
 DE3360                          STATION RECOVERY (2003)
 DE3360
 DE3360'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3365 ***********************************************************************
 DE3365  DESIGNATION -  2 049
 DE3365  PID         -  DE3365
 DE3365  STATE/COUNTY-  SC/AIKEN
 DE3365  USGS QUAD   -  GRANITEVILLE (1980)
 DE3365
 DE3365                         *CURRENT SURVEY CONTROL
 DE3365  ___________________________________________________________________
 DE3365* NAD 83(1986)-  33 31 38.     (N)    081 46 23.     (W)     SCALED    
 DE3365* NAVD 88     -       139.207  (meters)     456.71   (feet)  ADJUSTED  
 DE3365  ___________________________________________________________________
 DE3365  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DE3365  DYNAMIC HT  -         139.057 (meters)     456.22  (feet)  COMP
 DE3365  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 DE3365
 DE3365  VERT ORDER  -  FIRST     CLASS II
 DE3365
 DE3365.The horizontal coordinates were scaled from a topographic map and have
 DE3365.an estimated accuracy of +/- 6 seconds.
 DE3365
 DE3365.The orthometric height was determined by differential leveling
 DE3365.and adjusted by the National Geodetic Survey in April 1994..
 DE3365
 DE3365.The geoid height was determined by GEOID03.
 DE3365
 DE3365.The dynamic height is computed by dividing the NAVD 88
 DE3365.geopotential number by the normal gravity value computed on the
 DE3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3365.degrees latitude (g = 980.6199 gals.).
 DE3365
 DE3365.The modeled gravity was interpolated from observed gravity values.
 DE3365
 DE3365;                    North         East    Units  Estimated Accuracy
 DE3365;SPC SC       -   188,120.      537,800.      MT  (+/- 180 meters Scaled)
 DE3365
 DE3365                          SUPERSEDED SURVEY CONTROL
 DE3365
 DE3365.No superseded survey control is available for this station.
 DE3365
 DE3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT282100(NAD 83)
 DE3365_MARKER: DD = SURVEY DISK
 DE3365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3365_SP_SET: CONCRETE POST
 DE3365_STAMPING: 2 049 1992
 DE3365_MARK LOGO: SCGS  
 DE3365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3365+STABILITY: SURFACE MOTION
 DE3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3365+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 DE3365
 DE3365  HISTORY     - Date     Condition        Report By
 DE3365  HISTORY     - 1992     MONUMENTED       SCGS
 DE3365  HISTORY     - 20001211 GOOD             SCGS
 DE3365
 DE3365                          STATION DESCRIPTION
 DE3365
 DE3365'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3365'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTHEAST GRANITEVILLE, 3.8
 DE3365'MILES (6.1 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3365'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3365'803-737-1350.
 DE3365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3365'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3365'WARRENVILLE, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.55 MILES (4.10 KM)
 DE3365'TO THE JUNCTION OF STATE ROAD 87 (PINE LOG ROAD), TURN LEFT ON ROAD 87
 DE3365'FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE LEFT NEAR THE BOUNDARY
 DE3365'PROPERTY LINE BETWEEN TWO BRICK HOMES.
 DE3365'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M)
 DE3365'BELOW THE ROAD, 5.7 FEET (1.7 M) SOUTH OF A PLASTIC CAPPED REBAR WITH
 DE3365'CENTER POINT USED AS A PROPERTY CORNER MARKER, 25.7 FEET (7.8 M)
 DE3365'NORTH NORTHWEST OF THE CENTER OF ROAD 87, 79.1 FEET (24.1 M) SOUTHEAST
 DE3365'OF THE SOUTHEAST CORNER OF A BRICK HOUSE NUMBER 2134, 83.6 FEET
 DE3365'(25.5 M) EAST NORTHEAST OF THE EAST END OF A 1.0-FOOT CONCRETE PIPE
 DE3365'CULVERT BENEATH THE DRIVEWAY TO HOUSE NUMBER 2134, 2.6 FEET (0.8 M)
 DE3365'WEST SOUTHWEST OF A 0.4-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 DE3365'ATTTACHED, 52.5 FEET (16.0 M) EAST OF THE CENTER OF A METAL WATER
 DE3365'METER COVER.
 DE3365'DESCRIBED BY T. HALL.
 DE3365
 DE3365                          STATION RECOVERY (2000)
 DE3365
 DE3365'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3365'STATION IS LOCATED 3.8 MILES (6.1 KM) SOUTHWEST OF AIKEN.
 DE3365'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3365'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3365'JUNCTION OF STATE HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) , 302 AND
 DE3365'SILVERBLUFF ROAD SOUTHWEST, 2.65 MILES (4.26 KM) SOUTH OF AIKEN, GO
 DE3365'SOUTH ON HIGHWAY 302 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF PINE
 DE3365'LOG ROAD SOUTHWEST, BEAR RIGHT ON PINE LOG ROAD SOUTHWEST FOR 2.55
 DE3365'MILES (4.10 KM) TO THE STATION ON THE RIGHT NEAR A PINE TREE ON THE
 DE3365'PROPERTY LINE BETWEEN BRICK HOUSES NUMBER 2126 AND 2134.  STATION IS A
 DE3365'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.5 FEET (0.5 M) BELOW
 DE3365'THE ROAD, 84.2 FEET (25.7 M) EAST NORTHEAST OF THE EAST END OF A
 DE3365'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A GRAVEL DRIVEWAY LEADING TO
 DE3365'HOUSE NUMBER 2134, 26.0 FEET (7.9 M) NORTH NORTHWEST OF THE CENTER OF
 DE3365'THE ROAD, 3.0 FEET (0.9 M) SOUTHWEST OF A 0.9-FOOT PINE TREE, 5.7 FEET
 DE3365'(1.7 M) SOUTH OF A STEEL RE-BAR WITH A PLASTIC CAP USED AS A PROPERTY
 DE3365'CORNER MARKER , 79.0 FEET (24.1 M) SOUTHEAST OF THE SOUTHEAST CORNER
 DE3365'OF HOUSE NUMBER 2134, 82.2 FEET (25.1 M) SOUTH OF THE SOUTHWEST CORNER
 DE3365'OF HOUSE NUMBER 2126. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3366 ***********************************************************************
 DE3366  DESIGNATION -  2 050
 DE3366  PID         -  DE3366
 DE3366  STATE/COUNTY-  SC/AIKEN
 DE3366  USGS QUAD   -  GRANITEVILLE (1980)
 DE3366
 DE3366                         *CURRENT SURVEY CONTROL
 DE3366  ___________________________________________________________________
 DE3366* NAD 83(1986)-  33 31 32.     (N)    081 45 50.     (W)     SCALED    
 DE3366* NAVD 88     -       144.613  (meters)     474.45   (feet)  ADJUSTED  
 DE3366  ___________________________________________________________________
 DE3366  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DE3366  DYNAMIC HT  -         144.457 (meters)     473.94  (feet)  COMP
 DE3366  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 DE3366
 DE3366  VERT ORDER  -  FIRST     CLASS II
 DE3366
 DE3366.The horizontal coordinates were scaled from a topographic map and have
 DE3366.an estimated accuracy of +/- 6 seconds.
 DE3366
 DE3366.The orthometric height was determined by differential leveling
 DE3366.and adjusted by the National Geodetic Survey in April 1994..
 DE3366
 DE3366.The geoid height was determined by GEOID03.
 DE3366
 DE3366.The dynamic height is computed by dividing the NAVD 88
 DE3366.geopotential number by the normal gravity value computed on the
 DE3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3366.degrees latitude (g = 980.6199 gals.).
 DE3366
 DE3366.The modeled gravity was interpolated from observed gravity values.
 DE3366
 DE3366;                    North         East    Units  Estimated Accuracy
 DE3366;SPC SC       -   187,920.      538,650.      MT  (+/- 180 meters Scaled)
 DE3366
 DE3366                          SUPERSEDED SURVEY CONTROL
 DE3366
 DE3366.No superseded survey control is available for this station.
 DE3366
 DE3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT290098(NAD 83)
 DE3366_MARKER: DD = SURVEY DISK
 DE3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3366_SP_SET: CONCRETE POST
 DE3366_STAMPING: 2 050 1992
 DE3366_MARK LOGO: SCGS  
 DE3366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3366+STABILITY: SURFACE MOTION
 DE3366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3366+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 DE3366
 DE3366  HISTORY     - Date     Condition        Report By
 DE3366  HISTORY     - 1992     MONUMENTED       SCGS
 DE3366  HISTORY     - 20001211 GOOD             SCGS
 DE3366
 DE3366                          STATION DESCRIPTION
 DE3366
 DE3366'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3366'STATION IS LOCATED 3.4 MILES (5.5 KM) SOUTHEAST OF GRANITEVILLE, 3.4
 DE3366'MILES (5.5 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3366'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3366'803-737-1350.
 DE3366'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA
 DE3366'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN
 DE3366'WARRENVILLE, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.5 MILES (4.0 KM) TO
 DE3366'THE JUNCTION OF STATE ROAD 87 (PINE LOG ROAD), TURN LEFT ON ROAD 87
 DE3366'FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF CUSABA DRIVE SOUTHWEST
 DE3366'RIGHT AND HUNTSMAN ROAD LEFT AND THE STATION IN THE WEST ANGLE OF THE
 DE3366'JUNCTION.
 DE3366'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3366'(15.2 CM) ABOVE ROAD 87, 25.8 FEET (7.9 M) SOUTH SOUTHWEST OF THE
 DE3366'CENTER OF ROAD 87, 28.1 FEET (8.6 M) WEST NORTHWEST OF THE CENTER OF
 DE3366'CUSABA DRIVE, 6.3 FEET (1.9 M) WEST SOUTHWEST OF THE CENTER OF A
 DE3366'SMALL METAL COVER FOR A GAS LINE, 56.9 FEET (17.3 M) SOUTH SOUTHWEST
 DE3366'OF A FIRE HYDRANT, 17.6 FEET (5.4 M) EAST NORTHEAST OF A 1.0-FOOT
 DE3366'PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 3.3 FEET (1.0 M)
 DE3366'SOUTH SOUTHEAST OF A WITNESS POST.
 DE3366'DESCRIBED BY T. HALL.
 DE3366
 DE3366                          STATION RECOVERY (2000)
 DE3366
 DE3366'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3366'STATION IS LOCATED 3.4 MILES (5.5 KM) SOUTHWEST OF AIKEN.
 DE3366'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3366'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3366'JUNCTION OF STATE HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) , 302 AND
 DE3366'SILVERBLUFF ROAD SOUTHWEST, 2.65 MILES (4.26 KM) SOUTH OF AIKEN, GO
 DE3366'SOUTH ON HIGHWAY 302 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF PINE
 DE3366'LOG ROAD SOUTHWEST, BEAR RIGHT ON PINE LOG ROAD SOUTHWEST FOR 2.0
 DE3366'MILES (3.2 KM) TO THE STATION ON THE LEFT IN THE WEST ANGLE OF THE
 DE3366'JUNCTION OF CUSABA DRIVE SOUTHWEST LEFT AND HUNTSMAN ROAD RIGHT.
 DE3366'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DE3366'THE ROADS, 28.2 FEET (8.6 M) WEST NORTHWEST OF THE CENTER OF CUSABA
 DE3366'DRIVE SOUTHWEST, 26.0 FEET (7.9 M) SOUTH SOUTHWEST OF THE CENTER OF
 DE3366'PINE LOG ROAD SOUTHWEST, 6.5 FEET (2.0 M) WEST SOUTHWEST OF THE CENTER
 DE3366'OF A SMALL METAL GAS METER COVER, 16.6 FEET (5.1 M) EAST SOUTHEAST OF
 DE3366'THE CENTER OF AN ASPHALT ENTRANCE DRIVEWAY APRON LEADING TO A BRICK
 DE3366'HOUSE NUMBER 2001, 17.5 FEET (5.3 M) EAST NORTHEAST OF A 1.0-FOOT PINE
 DE3366'TREE ALSO IN THE WEST ANGLE.  RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3367 ***********************************************************************
 DE3367  DESIGNATION -  2 051
 DE3367  PID         -  DE3367
 DE3367  STATE/COUNTY-  SC/AIKEN
 DE3367  USGS QUAD   -  GRANITEVILLE (1980)
 DE3367
 DE3367                         *CURRENT SURVEY CONTROL
 DE3367  ___________________________________________________________________
 DE3367* NAD 83(1986)-  33 31 25.     (N)    081 45 17.     (W)     SCALED    
 DE3367* NAVD 88     -       151.657  (meters)     497.56   (feet)  ADJUSTED  
 DE3367  ___________________________________________________________________
 DE3367  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DE3367  DYNAMIC HT  -         151.493 (meters)     497.02  (feet)  COMP
 DE3367  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 DE3367
 DE3367  VERT ORDER  -  FIRST     CLASS II
 DE3367
 DE3367.The horizontal coordinates were scaled from a topographic map and have
 DE3367.an estimated accuracy of +/- 6 seconds.
 DE3367
 DE3367.The orthometric height was determined by differential leveling
 DE3367.and adjusted by the National Geodetic Survey in April 1994..
 DE3367
 DE3367.The geoid height was determined by GEOID03.
 DE3367
 DE3367.The dynamic height is computed by dividing the NAVD 88
 DE3367.geopotential number by the normal gravity value computed on the
 DE3367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3367.degrees latitude (g = 980.6199 gals.).
 DE3367
 DE3367.The modeled gravity was interpolated from observed gravity values.
 DE3367
 DE3367;                    North         East    Units  Estimated Accuracy
 DE3367;SPC SC       -   187,700.      539,500.      MT  (+/- 180 meters Scaled)
 DE3367
 DE3367                          SUPERSEDED SURVEY CONTROL
 DE3367
 DE3367.No superseded survey control is available for this station.
 DE3367
 DE3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT299095(NAD 83)
 DE3367_MARKER: DD = SURVEY DISK
 DE3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3367_SP_SET: CONCRETE POST
 DE3367_STAMPING: 2 051 1992
 DE3367_MARK LOGO: SCGS  
 DE3367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3367+STABILITY: SURFACE MOTION
 DE3367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3367+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 DE3367
 DE3367  HISTORY     - Date     Condition        Report By
 DE3367  HISTORY     - 1992     MONUMENTED       SCGS
 DE3367  HISTORY     - 20001211 GOOD             SCGS
 DE3367
 DE3367                          STATION DESCRIPTION
 DE3367
 DE3367'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3367'STATION IS LOCATED 3.05 MILES (4.91 KM) SOUTHWEST OF AIKEN, 3.75 MILES
 DE3367'(6.03 KM) SOUTHEAST OF WARRENVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3367'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3367'803-737-1350.
 DE3367'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118
 DE3367'(HITCHCOCK PARKWAY SOUTHWEST), 302 AND SILVERBLUFF ROAD SOUTHWEST,
 DE3367'2.6 MILES (4.2 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY 302 FOR 0.55
 DE3367'MILE (0.89 KM) TO PINE LOG ROAD SOUTHWEST RIGHT, BEAR RIGHT ON PINE
 DE3367'LOG ROAD SOUTHWEST FOR 1.5 MILES (2.4 KM) TO A DRIVEWAY LEFT LEADING
 DE3367'TO A BRICK HOUSE NUMBER 1717 AND THE STATION IN THE SOUTHEAST ANGLE
 DE3367'OF THE DRIVEWAY.
 DE3367'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3367'ROAD, 23.4 FEET (7.1 M) SOUTH OF THE CENTER OF THE ROAD, 12.2 FEET
 DE3367'(3.7 M) EAST OF THE CENTER OF THE DRIVEWAY, 97.2 FEET (29.6 M) NORTH
 DE3367'NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORY WOOD AND BRICK HOUSE
 DE3367'NUMBER 1713, 62.1 FEET (18.9 M) SOUTH SOUTHWEST OF THE SOUTHWEST
 DE3367'CORNER OF A CONCRETE FOUNDATION FOR A BURIED CABLE POWER LINE BOX
 DE3367'G12/25, 30.9 FEET (9.4 M) WEST NORTHWEST OF A 0.9-FOOT OAK TREE WITH
 DE3367'A SCGS REFERENCE WASHER ATTACHED.
 DE3367'DESCRIBED BY T. HALL.
 DE3367
 DE3367                          STATION RECOVERY (2000)
 DE3367
 DE3367'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3367'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTHWEST OF AIKEN.
 DE3367'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3367'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3367'JUNCTION OF STATE HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) , 302 AND
 DE3367'SILVERBLUFF ROAD SOUTHWEST, 2.65 MILES (4.26 KM) SOUTH OF AIKEN, GO
 DE3367'SOUTH ON HIGHWAY 302 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF PINE
 DE3367'LOG ROAD SOUTHWEST, BEAR RIGHT ON PINE LOG ROAD SOUTHWEST FOR 1.5
 DE3367'MILES (2.4 KM) TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF A
 DE3367'GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 1717.  STATION IS A
 DE3367'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 12.4
 DE3367'FEET (3.8 M) EAST SOUTHEAST OF THE CENTER OF THE ASPHALT ENTRANCE
 DE3367'SKIRT OF THE GRAVEL DRIVEWAY, 23.7 FEET (7.2 M) SOUTH SOUTHWEST OF THE
 DE3367'CENTER OF THE ROAD, 97.3 FEET (29.7 M) NORTH OF THE NORTHWEST CORNER
 DE3367'OF A TWO STORY BRICK HOUSE NUMBER, 4.0 FEET (1.2 M) EAST OF WOODEN
 DE3367'REFLECTOR POST, 21.0 FEET (6.4 M) EAST SOUTHEAST OF A 2.0-FOOT OAK
 DE3367'TREE IN THE NORTHWEST ANGLE OF THE DRIVEWAY.  RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3372 ***********************************************************************
 DE3372  DESIGNATION -  2 052
 DE3372  PID         -  DE3372
 DE3372  STATE/COUNTY-  SC/AIKEN
 DE3372  USGS QUAD   -  AIKEN (1980)
 DE3372
 DE3372                         *CURRENT SURVEY CONTROL
 DE3372  ___________________________________________________________________
 DE3372* NAD 83(1986)-  33 31 10.     (N)    081 43 37.     (W)     SCALED    
 DE3372* NAVD 88     -       151.968  (meters)     498.58   (feet)  ADJUSTED  
 DE3372  ___________________________________________________________________
 DE3372  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DE3372  DYNAMIC HT  -         151.804 (meters)     498.04  (feet)  COMP
 DE3372  MODELED GRAV-     979,552.2   (mgal)                       NAVD 88
 DE3372
 DE3372  VERT ORDER  -  FIRST     CLASS II
 DE3372
 DE3372.The horizontal coordinates were scaled from a topographic map and have
 DE3372.an estimated accuracy of +/- 6 seconds.
 DE3372
 DE3372.The orthometric height was determined by differential leveling
 DE3372.and adjusted by the National Geodetic Survey in April 1994..
 DE3372
 DE3372.The geoid height was determined by GEOID03.
 DE3372
 DE3372.The dynamic height is computed by dividing the NAVD 88
 DE3372.geopotential number by the normal gravity value computed on the
 DE3372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3372.degrees latitude (g = 980.6199 gals.).
 DE3372
 DE3372.The modeled gravity was interpolated from observed gravity values.
 DE3372
 DE3372;                    North         East    Units  Estimated Accuracy
 DE3372;SPC SC       -   187,220.      542,080.      MT  (+/- 180 meters Scaled)
 DE3372
 DE3372                          SUPERSEDED SURVEY CONTROL
 DE3372
 DE3372.No superseded survey control is available for this station.
 DE3372
 DE3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT324091(NAD 83)
 DE3372_MARKER: DD = SURVEY DISK
 DE3372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3372_SP_SET: CONCRETE POST
 DE3372_STAMPING: 2 052 1992
 DE3372_MARK LOGO: SCGS  
 DE3372_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3372+STABILITY: SURFACE MOTION
 DE3372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3372+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 DE3372
 DE3372  HISTORY     - Date     Condition        Report By
 DE3372  HISTORY     - 1992     MONUMENTED       SCGS
 DE3372  HISTORY     - 20001211 GOOD             SCGS
 DE3372  HISTORY     - 20021025 GOOD             USPSQD
 DE3372
 DE3372                          STATION DESCRIPTION
 DE3372
 DE3372'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3372'STATION IS LOCATED 2.7 MILES (4.3 KM) SOUTH OF AIKEN, 7.3 MILES
 DE3372'(11.7 KM) NORTH NORTHWEST OF NEW ELLENTON. OWNERSHIP--SCDHPT,
 DE3372'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3372'803-737-1350.
 DE3372'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118
 DE3372'(HITCHCOCK PARKWAY SOUTHWEST), 302 AND SILVERBLUFF ROAD SOUTHWEST,
 DE3372'2.6 MILES (4.2 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY 302 FOR 0.15
 DE3372'MILE (0.24 KM) TO AN ENTRANCE DRIVEWAY LEFT TO HITCHCOCK PLAZA AND
 DE3372'THE STATION IN A GRASSY AREA NEAR THE SIGN FOR THE AIKEN EXPRESS CAR
 DE3372'WASH IN THE SOUTH ANGLE OF THE DRIVEWAY.
 DE3372'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3372'(15.2 CM) ABOVE THE ROAD, 3.4 FEET (1.0 M) EAST SOUTHEAST OF THE
 DE3372'SOUTHEAST EDGE OF A SIDEWALK, 34.0 FEET (10.4 M) SOUTH SOUTHWEST OF
 DE3372'THE CENTER OF THE SHOPPING PLAZA ENTRANCE DRIVEWAY, 28.3 FEET
 DE3372'(8.6 M) NORTH OF A METAL SIGN POST FOR THE AIKEN EXPRESS CAR WASH,
 DE3372'26.4 FEET (8.0 M) NORTH NORTHEAST OF THE NORTH CORNER OF A METAL
 DE3372'WATER METER COVER, 3.5 FEET (1.1 M) SOUTH SOUTHEAST OF THE SOUTH EDGE
 DE3372'OF A CONCRETE CURB IN THE CURVE OF THE SOUTHEAST ANGLE OF THE
 DE3372'ENTRANCE DRIVEWAY, 1.3 FEET (0.4 M) WEST NORTHWEST OF A WITNESS POST.
 DE3372'DESCRIBED BY T. HALL.
 DE3372
 DE3372                          STATION RECOVERY (2000)
 DE3372
 DE3372'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3372'STATION IS LOCATED 0.6 MILE (1.0 KM) SOUTHWEST OF AIKEN.
 DE3372'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3372'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3372'JUNCTION OF STATE HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) , 302 AND
 DE3372'SILVER BLUFF ROAD SOUTHWEST, 2.65 MILES (4.26 KM) SOUTH OF AIKEN, GO
 DE3372'SOUTH ON HIGHWAY 302 FOR 0.15 MILE (0.24 KM) TO THE STATION IN A
 DE3372'GRASSY AREA NEAR SIGN FOR AIKEN EXPRESS CAR WASH ON THE LEFT IN THE
 DE3372'SOUTH ANGLE OF AN ENTRANCE DRIVEWAY TO HITCHCOCK PLAZA.  STATION IS A
 DE3372'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SIDEWALK, 33.9
 DE3372'FEET (10.3 M) SOUTH SOUTHWEST OF THE CENTER OF THE DRIVEWAY TO THE
 DE3372'PLAZA, 41.7 FEET (12.7 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 DE3372'28.2 FEET (8.6 M) NORTH OF THE METAL SIGN POST OF AIKEN EXPRESS CAR
 DE3372'WASH, 26.3 FEET (8.0 M) NORTH NORTHEAST OF THE NORTHWEST CORNER OF A
 DE3372'RECTANGLE METAL WATER METER COVER, 66.9 FEET (20.4 M) NORTHWEST OF THE
 DE3372'NORTHWEST CORNER OF THE AIKEN EXPRESS CAR WASH BUILDING, 1.6 FEET (0.5
 DE3372'M) NORTHWEST OF A WITNESS POST.  RECOVERED BY T.  HALL.
 DE3372
 DE3372                          STATION RECOVERY (2002)
 DE3372
 DE3372'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DE3372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3370 ***********************************************************************
 DE3370  DESIGNATION -  2 053
 DE3370  PID         -  DE3370
 DE3370  STATE/COUNTY-  SC/AIKEN
 DE3370  USGS QUAD   -  AIKEN (1980)
 DE3370
 DE3370                         *CURRENT SURVEY CONTROL
 DE3370  ___________________________________________________________________
 DE3370* NAD 83(1986)-  33 30 55.     (N)    081 43 59.     (W)     SCALED    
 DE3370* NAVD 88     -       155.908  (meters)     511.51   (feet)  ADJUSTED  
 DE3370  ___________________________________________________________________
 DE3370  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3370  DYNAMIC HT  -         155.739 (meters)     510.95  (feet)  COMP
 DE3370  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 DE3370
 DE3370  VERT ORDER  -  FIRST     CLASS II
 DE3370
 DE3370.The horizontal coordinates were scaled from a topographic map and have
 DE3370.an estimated accuracy of +/- 6 seconds.
 DE3370
 DE3370.The orthometric height was determined by differential leveling
 DE3370.and adjusted by the National Geodetic Survey in April 1994..
 DE3370
 DE3370.The geoid height was determined by GEOID03.
 DE3370
 DE3370.The dynamic height is computed by dividing the NAVD 88
 DE3370.geopotential number by the normal gravity value computed on the
 DE3370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3370.degrees latitude (g = 980.6199 gals.).
 DE3370
 DE3370.The modeled gravity was interpolated from observed gravity values.
 DE3370
 DE3370;                    North         East    Units  Estimated Accuracy
 DE3370;SPC SC       -   186,760.      541,510.      MT  (+/- 180 meters Scaled)
 DE3370
 DE3370                          SUPERSEDED SURVEY CONTROL
 DE3370
 DE3370.No superseded survey control is available for this station.
 DE3370
 DE3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT319086(NAD 83)
 DE3370_MARKER: DD = SURVEY DISK
 DE3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3370_SP_SET: CONCRETE POST
 DE3370_STAMPING: 2 053 1992
 DE3370_MARK LOGO: SCGS  
 DE3370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3370+STABILITY: SURFACE MOTION
 DE3370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3370+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 DE3370
 DE3370  HISTORY     - Date     Condition        Report By
 DE3370  HISTORY     - 1992     MONUMENTED       SCGS
 DE3370  HISTORY     - 20001211 GOOD             SCGS
 DE3370  HISTORY     - 20021109 GOOD             USPSQD
 DE3370
 DE3370                          STATION DESCRIPTION
 DE3370
 DE3370'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3370'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTH OF AIKEN.
 DE3370'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3370'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3370'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118
 DE3370'(HITCHCOCK PARKWAY SOUTHWEST), 302 AND SILVERBLUFF ROAD SOUTHWEST,
 DE3370'2.6 MILES (4.2 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY 302 FOR 0.55
 DE3370'MILE (0.89 KM) TO PINE LOG ROAD SOUTHWEST RIGHT, BEAR RIGHT ON PINE
 DE3370'LOG ROAD SOUTHWEST FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT
 DE3370'NEAR THE PROPERTY LINE BETWEEN AN AMOCO GAS STATION AND CENTRE SOUTH
 DE3370'PLAZA,  A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3370'(15.2 CM) ABOVE THE ROAD, 3.3 FEET (1.0 M) SOUTH OF THE SOUTH EDGE OF
 DE3370'A SIDEWALK, 12.2 FEET (3.7 M) WEST OF SURVEY STATION 74 SW 7, 10.4
 DE3370'FEET (3.2 M) EAST OF A 0.2-FOOT PIN OAK TREE, 13.3 FEET (4.1 M) EAST
 DE3370'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PARKING SPACE CURBING
 DE3370'BEHIND VOGUE CLEANERS, 40.8 FEET (12.4 M) WEST NORTHWEST OF A
 DE3370'SECURITY LIGHT POLE AT THE AMOCO GAS STATION, 28.5 FEET (8.7 M) WEST
 DE3370'OF A WITNESS POST.
 DE3370'DESCRIBED BY T. HALL.
 DE3370
 DE3370                          STATION RECOVERY (2000)
 DE3370
 DE3370'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3370'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTH SOUTHWEST OF AIKEN.
 DE3370'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3370'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3370'JUNCTION OF STATE HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) , 302 AND
 DE3370'SILVER BLUFF ROAD SOUTHWEST, 2.65 MILES (4.26 KM) SOUTH OF AIKEN, GO
 DE3370'SOUTH ON HIGHWAY 302 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF PINE
 DE3370'LOG ROAD SOUTHWEST, BEAR RIGHT ON PINE LOG ROAD FOR 0.1 MILE (0.2 KM)
 DE3370'TO THE STATION ON THE LEFT NEAR THE PROPERTY LINE BETWEEN AN AMOCO GAS
 DE3370'STATION AND CENTRE SOUTH PLAZA.  STATION IS A CONCRETE POST FLUSH WITH
 DE3370'THE GROUND AND LEVEL WITH THE SIDEWALK, 3.3 FEET (1.0 M) SOUTH OF THE
 DE3370'SOUTH EDGE OF THE SIDEWALK, 40.9 FEET (12.5 M) WEST NORTHWEST OF A
 DE3370'METAL SECURITY LIGHT POST AT THE ENTRANCE TO THE AMOCO GAS STATION,
 DE3370'10.5 FEET (3.2 M) EAST OF A 0.8-FOOT PIN OAK TREE WITH A SCGS
 DE3370'REFERENCE WASHER ATTACHED, 65.0 FEET (19.8 M) WEST OF THE CENTER OF
 DE3370'THE ENTRANCE DRIVEWAY TO THE AMOCO GAS STATION, 42.3 FEET (12.9 M)
 DE3370'EAST OF THE CENTER OF THE ENTRANCE DRIVEWAY TO THE REAR OF THE CENTRE
 DE3370'SOUTH PLAZA, 28.7 FEET (8.7 M) WEST OF A WITNESS POST.  RECOVERED BY
 DE3370'T.  HALL.
 DE3370
 DE3370                          STATION RECOVERY (2002)
 DE3370
 DE3370'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3369 ***********************************************************************
 DE3369  DESIGNATION -  2 054
 DE3369  PID         -  DE3369
 DE3369  STATE/COUNTY-  SC/AIKEN
 DE3369  USGS QUAD   -  AIKEN (1980)
 DE3369
 DE3369                         *CURRENT SURVEY CONTROL
 DE3369  ___________________________________________________________________
 DE3369* NAD 83(1986)-  33 31 01.     (N)    081 44 31.     (W)     SCALED    
 DE3369* NAVD 88     -       154.785  (meters)     507.82   (feet)  ADJUSTED  
 DE3369  ___________________________________________________________________
 DE3369  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DE3369  DYNAMIC HT  -         154.617 (meters)     507.27  (feet)  COMP
 DE3369  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 DE3369
 DE3369  VERT ORDER  -  FIRST     CLASS II
 DE3369
 DE3369.The horizontal coordinates were scaled from a topographic map and have
 DE3369.an estimated accuracy of +/- 6 seconds.
 DE3369
 DE3369.The orthometric height was determined by differential leveling
 DE3369.and adjusted by the National Geodetic Survey in April 1994..
 DE3369
 DE3369.The geoid height was determined by GEOID03.
 DE3369
 DE3369.The dynamic height is computed by dividing the NAVD 88
 DE3369.geopotential number by the normal gravity value computed on the
 DE3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3369.degrees latitude (g = 980.6199 gals.).
 DE3369
 DE3369.The modeled gravity was interpolated from observed gravity values.
 DE3369
 DE3369;                    North         East    Units  Estimated Accuracy
 DE3369;SPC SC       -   186,950.      540,690.      MT  (+/- 180 meters Scaled)
 DE3369
 DE3369                          SUPERSEDED SURVEY CONTROL
 DE3369
 DE3369.No superseded survey control is available for this station.
 DE3369
 DE3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT310088(NAD 83)
 DE3369_MARKER: DD = SURVEY DISK
 DE3369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3369_SP_SET: CONCRETE POST
 DE3369_STAMPING: 2 054 1992
 DE3369_MARK LOGO: SCGS  
 DE3369_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3369+STABILITY: SURFACE MOTION
 DE3369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3369+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 DE3369
 DE3369  HISTORY     - Date     Condition        Report By
 DE3369  HISTORY     - 1992     MONUMENTED       SCGS
 DE3369  HISTORY     - 20001211 GOOD             SCGS
 DE3369  HISTORY     - 20021109 GOOD             USPSQD
 DE3369
 DE3369                          STATION DESCRIPTION
 DE3369
 DE3369'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3369'STATION IS LOCATED 3.15 MILES (5.07 KM) SOUTH SOUTHWEST OF AIKEN, 4.6
 DE3369'MILES (7.4 KM) SOUTHEAST OF WARRENVILLE. OWNERSHIP--SCDHPT, DIRECTOR
 DE3369'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3369'803-737-1350.
 DE3369'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118
 DE3369'(HITCHCOCK PARKWAY SOUTHWEST), 302 AND SILVERBLUFF ROAD SOUTHWEST,
 DE3369'2.6 MILES (4.2 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY 302 FOR 0.55
 DE3369'MILE (0.89 KM) TO PINE LOG ROAD SOUTHWEST RIGHT, BEAR RIGHT ON PINE
 DE3369'LOG ROAD SOUTHWEST FOR 0.65 MILE (1.05 KM) TO TWO DRIVEWAYS LEFT
 DE3369'LEADING TO HOUSES NUMBER 1429 AND 1433 AND THE STATION IN THE
 DE3369'SOUTHWEST ANGLE BETWEEN THE TWO DRIVEWAYS.
 DE3369'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DE3369'THE ROAD, 36.3 FEET (11.1 M) SOUTHWEST OF THE CENTER OF THE ROAD, 1.6
 DE3369'FEET (0.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE DRIVEWAY
 DE3369'LEADING TO HOUSE NUMBER 1433, 9.8 FEET (3.0 M) NORTHWEST OF THE
 DE3369'CENTER OF AN ASPHALT DRIVEWAY LEADING TO HOUSE NUMBER 1429, 25.0 FEET
 DE3369'(7.6 M) NORTHWEST OF A DECORATIVE LAMP POST.
 DE3369'DESCRIBED BY T. HALL.
 DE3369
 DE3369                          STATION RECOVERY (2000)
 DE3369
 DE3369'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3369'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTH SOUTHWEST OF AIKEN.
 DE3369'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3369'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3369'JUNCTION OF STATE HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) , 302 AND
 DE3369'SILVERBLUFF ROAD SOUTHWEST, 2.65 MILES (4.26 KM) SOUTH OF AIKEN, GO
 DE3369'SOUTH ON HIGHWAY 302 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF PINE
 DE3369'LOG ROAD SOUTHWEST, BEAR RIGHT ON PINE LOG ROAD SOUTHWEST FOR 0.6 MILE
 DE3369'(1.0 KM) TO THE STATION ON THE LEFT IN THE NARROW GRASSY SOUTHWEST
 DE3369'ANGLE BETWEEN DRIVEWAYS LEADING TO HOUSES NUMBER 1429 AND 1433.
 DE3369'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DE3369'THE ROAD, 1.6 FEET (0.5 M) SOUTH SOUTHEAST OF THE SOUTH SOUTHEAST EDGE
 DE3369'OF THE CONCRETE DRIVEWAY LEADING TO A BRICK AND WOOD HOUSE NUMBER
 DE3369'1433, 10.3 FEET (3.1 M) NORTHWEST OF THE CENTER OF THE NORTHWEST
 DE3369'ASPHALT ENTRANCE DRIVEWAY OF A CIRCLE DRIVEWAY LEADING TO BRICK HOUSE
 DE3369'NUMBER 1429, 25.2 FEET (7.7 M) NORTHWEST OF A METAL LAMP POST NEAR THE
 DE3369'NORTHWEST ASPHALT ENTRANCE DRIVEWAY LEADING TO BRICK HOUSE NUMBER
 DE3369'1429, 22.9 FEET (7.0 M) NORTHEAST OF A 1.7-FOOT PINE TREE ON THE
 DE3369'PROPERTY LINE BETWEEN HOUSES NUMBER 1429 AND 1433, 36.6 FEET (11.2 M)
 DE3369'SOUTHWEST OF THE CENTER OF THE ROAD.  RECOVERED BY T.  HALL.
 DE3369
 DE3369                          STATION RECOVERY (2002)
 DE3369
 DE3369'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3368 ***********************************************************************
 DE3368  DESIGNATION -  2 055
 DE3368  PID         -  DE3368
 DE3368  STATE/COUNTY-  SC/AIKEN
 DE3368  USGS QUAD   -  AIKEN (1980)
 DE3368
 DE3368                         *CURRENT SURVEY CONTROL
 DE3368  ___________________________________________________________________
 DE3368* NAD 83(1986)-  33 31 14.     (N)    081 44 52.     (W)     SCALED    
 DE3368* NAVD 88     -       153.255  (meters)     502.80   (feet)  ADJUSTED  
 DE3368  ___________________________________________________________________
 DE3368  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DE3368  DYNAMIC HT  -         153.089 (meters)     502.26  (feet)  COMP
 DE3368  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 DE3368
 DE3368  VERT ORDER  -  FIRST     CLASS II
 DE3368
 DE3368.The horizontal coordinates were scaled from a topographic map and have
 DE3368.an estimated accuracy of +/- 6 seconds.
 DE3368
 DE3368.The orthometric height was determined by differential leveling
 DE3368.and adjusted by the National Geodetic Survey in April 1994..
 DE3368
 DE3368.The geoid height was determined by GEOID03.
 DE3368
 DE3368.The dynamic height is computed by dividing the NAVD 88
 DE3368.geopotential number by the normal gravity value computed on the
 DE3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3368.degrees latitude (g = 980.6199 gals.).
 DE3368
 DE3368.The modeled gravity was interpolated from observed gravity values.
 DE3368
 DE3368;                    North         East    Units  Estimated Accuracy
 DE3368;SPC SC       -   187,360.      540,150.      MT  (+/- 180 meters Scaled)
 DE3368
 DE3368                          SUPERSEDED SURVEY CONTROL
 DE3368
 DE3368.No superseded survey control is available for this station.
 DE3368
 DE3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT305092(NAD 83)
 DE3368_MARKER: DD = SURVEY DISK
 DE3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3368_SP_SET: CONCRETE POST
 DE3368_STAMPING: 2 055 1992
 DE3368_MARK LOGO: SCGS  
 DE3368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3368+STABILITY: SURFACE MOTION
 DE3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3368+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 DE3368
 DE3368  HISTORY     - Date     Condition        Report By
 DE3368  HISTORY     - 1992     MONUMENTED       SCGS
 DE3368  HISTORY     - 20001211 GOOD             SCGS
 DE3368  HISTORY     - 20021109 GOOD             USPSQD
 DE3368
 DE3368                          STATION DESCRIPTION
 DE3368
 DE3368'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3368'STATION IS LOCATED 3.05 MILES (4.91 KM) SOUTHWEST OF AIKEN, 4.15 MILES
 DE3368'(6.68 KM) SOUTHEAST OF WARRENVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3368'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3368'803-737-1350.
 DE3368'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118
 DE3368'(HITCHCOCK PARKWAY SOUTHWEST), 302 AND SILVERBLUFF ROAD SOUTHWEST,
 DE3368'2.6 MILES (4.2 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY 302 FOR 0.55
 DE3368'MILE (0.89 KM) TO PINE LOG ROAD SOUTHWEST RIGHT, BEAR RIGHT ON PINE
 DE3368'LOG ROAD SOUTHWEST FOR 1.0 MILE (1.6 KM) TO A DRIVEWAY LEFT LEADING
 DE3368'TO A BRICK HOUSE NUMBER 1529 AND THE STATION IN THE SOUTH ANGLE OF
 DE3368'THE DRIVEWAY.
 DE3368'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3368'ROAD, 22.8 FEET (6.9 M) SOUTHWEST OF THE CENTER OF THE ROAD, 9.5 FEET
 DE3368'(2.9 M) SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 14.4 FEET (4.4 M)
 DE3368'NORTHEAST OF THE EAST CORNER OF THE CONCRETE PORTION OF THE DRIVEWAY,
 DE3368'15.9 FEET (4.8 M) NORTH OF A 1.0-FOOT MAGNOLIA TREE, 47.8 FEET
 DE3368'(14.6 M) SOUTHWEST OF THE SOUTHEAST END OF A 1.6-FOOT CONCRETE PIPE
 DE3368'CULVERT BENEATH A DRIVEWAY ACROSS THE ROAD.
 DE3368'DESCRIBED BY T. HALL.
 DE3368
 DE3368                          STATION RECOVERY (2000)
 DE3368
 DE3368'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3368'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTH SOUTHWEST OF AIKEN.
 DE3368'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3368'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3368'JUNCTION OF STATE HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) , 302 AND
 DE3368'SILVERBLUFF ROAD SOUTHWEST, 2.65 MILES (4.26 KM) SOUTH OF AIKEN, GO
 DE3368'SOUTH ON HIGHWAY 302 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF PINE
 DE3368'LOG ROAD SOUTHWEST, BEAR RIGHT ON PINE LOG ROAD SOUTHWEST FOR 1.0 MILE
 DE3368'(1.6 KM) TO THE STATION ON THE LEFT NEAR A MAILBOX IN THE SOUTH ANGLE
 DE3368'OF A DRIVEWAY LEADING TO BRICK HOUSE NUMBER 1529.  STATION IS A
 DE3368'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 23.0 FEET
 DE3368'(7.0 M) SOUTHWEST OF THE CENTER OF THE ROAD, 9.0 FEET (2.7 M)
 DE3368'SOUTHEAST OF THE CENTER OF THE ASPHALT DRIVE ENTRANCE LEADING TO A
 DE3368'BRICK HOUSE NUMBER 1529, 14.4 FEET (4.4 M) NORTHEAST OF THE EAST
 DE3368'CORNER OF THE CONCRETE DRIVEWAY LEADING TO THE HOUSE, 16.0 FEET (4.9
 DE3368'M) NORTH NORTHEAST OF A 1.3-FOOT MAGNOLIA TREE.  RECOVERED BY T.
 DE3368'HALL.
 DE3368
 DE3368                          STATION RECOVERY (2002)
 DE3368
 DE3368'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3340 ***********************************************************************
 DE3340  DESIGNATION -  2 056
 DE3340  PID         -  DE3340
 DE3340  STATE/COUNTY-  SC/AIKEN
 DE3340  USGS QUAD   -  AIKEN (1980)
 DE3340
 DE3340                         *CURRENT SURVEY CONTROL
 DE3340  ___________________________________________________________________
 DE3340* NAD 83(1986)-  33 30 40.     (N)    081 42 47.     (W)     SCALED    
 DE3340* NAVD 88     -       146.703  (meters)     481.31   (feet)  ADJUSTED  
 DE3340  ___________________________________________________________________
 DE3340  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DE3340  DYNAMIC HT  -         146.544 (meters)     480.79  (feet)  COMP
 DE3340  MODELED GRAV-     979,552.2   (mgal)                       NAVD 88
 DE3340
 DE3340  VERT ORDER  -  FIRST     CLASS II
 DE3340
 DE3340.The horizontal coordinates were scaled from a topographic map and have
 DE3340.an estimated accuracy of +/- 6 seconds.
 DE3340
 DE3340.The orthometric height was determined by differential leveling
 DE3340.and adjusted by the National Geodetic Survey in April 1994..
 DE3340
 DE3340.The geoid height was determined by GEOID03.
 DE3340
 DE3340.The dynamic height is computed by dividing the NAVD 88
 DE3340.geopotential number by the normal gravity value computed on the
 DE3340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3340.degrees latitude (g = 980.6199 gals.).
 DE3340
 DE3340.The modeled gravity was interpolated from observed gravity values.
 DE3340
 DE3340;                    North         East    Units  Estimated Accuracy
 DE3340;SPC SC       -   186,290.      543,360.      MT  (+/- 180 meters Scaled)
 DE3340
 DE3340                          SUPERSEDED SURVEY CONTROL
 DE3340
 DE3340.No superseded survey control is available for this station.
 DE3340
 DE3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT337081(NAD 83)
 DE3340_MARKER: DD = SURVEY DISK
 DE3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3340_SP_SET: CONCRETE POST
 DE3340_STAMPING: 2 056 1992
 DE3340_MARK LOGO: SCGS  
 DE3340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3340+STABILITY: SURFACE MOTION
 DE3340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3340+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3340
 DE3340  HISTORY     - Date     Condition        Report By
 DE3340  HISTORY     - 1992     MONUMENTED       SCGS
 DE3340  HISTORY     - 20000926 GOOD             SCGS
 DE3340  HISTORY     - 20021109 GOOD             USPSQD
 DE3340
 DE3340                          STATION DESCRIPTION
 DE3340
 DE3340'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3340'STATION IS LOCATED 3.35 MILES (5.39 KM) SOUTH OF AIKEN, 6.5 MILES
 DE3340'(10.5 KM) NORTH NORTHWEST OF NEW ELLENTON. OWNERSHIP--SCDHPT,
 DE3340'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3340'803-737-1350.
 DE3340'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3340'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST) AND 118 (PINE LOG ROAD
 DE3340'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO SOUTH SOUTHEAST
 DE3340'ON HIGHWAY 19 FOR 0.95 MILE (1.53 KM) TO THE MAIN ENTRANCE ROAD RIGHT
 DE3340'TO THE AIKEN MALL AND THE STATION NEAR A BRICK SIGN FOR THE AIKEN
 DE3340'MALL IN THE SOUTHWEST ANGLE OF THE ENTRANCE.
 DE3340'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3340'(15.2 CM) ABOVE THE HIGHWAY, 24.8 FEET (7.6 M) NORTHWEST OF A POWER
 DE3340'POLE C-20842/524-1M-8.7--6.4 WITH GUY WIRE, 46.2 FEET (14.1 M) WEST
 DE3340'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 11.7
 DE3340'FEET (3.6 M) SOUTH OF THE SOUTH END OF A 1.6-FOOT CONCRETE PIPE
 DE3340'CULVERT BENEATH THE ENTRANCE ROAD, 19.0 FEET (5.8 M) SOUTH OF THE
 DE3340'CENTER OF A METAL DRAIN HOLE COVER, 7.9 FEET (2.4 M) EAST OF THE
 DE3340'NORTHEAST CORNER OF THE BRICK SIGN, 7.7 FEET (2.3 M) NORTHEAST OF THE
 DE3340'SOUTHEAST CORNER OF THE BRICK SIGN, 24.2 FEET (7.4 M) NORTHWEST OF A
 DE3340'WITNESS POST.
 DE3340'DESCRIBED BY T. HALL.
 DE3340
 DE3340                          STATION RECOVERY (2000)
 DE3340
 DE3340'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3340'STATION IS LOCATED 3.4 MILES (5.5 KM) SOUTH OF AIKEN.
 DE3340'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3340'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3340'JUNCTION OF STATE HIGHWAY 19 (WHISKEY ROAD SOUTHEAST) AND STATE
 DE3340'HIGHWAYS 118/302/19 TRUCK BY-PASS (PINE LOG ROAD) IN AIKEN, GO SOUTH
 DE3340'SOUTHEAST ON HIGHWAY 19 FOR 0.95 MILE (1.53 KM) TO THE STATION NEAR A
 DE3340'BRICK SIGN FOR THE AIKEN MALL IN THE SOUTHWEST ANGLE OF A PAVED ROAD
 DE3340'RIGHT (EASTGATE ROAD) .  STATION IS A CONCRETE POST RECESSED 0.1 FOOT
 DE3340'(3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE JUNCTION, 24.8 FEET (7.6 M)
 DE3340'NORTHWEST OF A POWER POLE C-20842 SUPPORTING A SET OF TRAFFIC LIGHTS,
 DE3340'11.8 FEET (3.6 M) SOUTH OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE
 DE3340'CULVERT BENEATH THE ENTRANCE TO THE MALL, 8.3 FEET (2.5 M) EAST
 DE3340'NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK SIGN, 18.9 FEET (5.8 M)
 DE3340'SOUTH OF THE CENTER OF A MANHOLE COVER, 24.1 FEET (7.3 M) NORTHWEST OF
 DE3340'A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 DE3340
 DE3340                          STATION RECOVERY (2002)
 DE3340
 DE3340'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3339 ***********************************************************************
 DE3339  DESIGNATION -  2 057
 DE3339  PID         -  DE3339
 DE3339  STATE/COUNTY-  SC/AIKEN
 DE3339  USGS QUAD   -  AIKEN (1980)
 DE3339
 DE3339                         *CURRENT SURVEY CONTROL
 DE3339  ___________________________________________________________________
 DE3339* NAD 83(1986)-  33 30 14.     (N)    081 42 30.     (W)     SCALED    
 DE3339* NAVD 88     -       146.941  (meters)     482.09   (feet)  ADJUSTED  
 DE3339  ___________________________________________________________________
 DE3339  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DE3339  DYNAMIC HT  -         146.782 (meters)     481.57  (feet)  COMP
 DE3339  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 DE3339
 DE3339  VERT ORDER  -  FIRST     CLASS II
 DE3339
 DE3339.The horizontal coordinates were scaled from a topographic map and have
 DE3339.an estimated accuracy of +/- 6 seconds.
 DE3339
 DE3339.The orthometric height was determined by differential leveling
 DE3339.and adjusted by the National Geodetic Survey in April 1994..
 DE3339
 DE3339.The geoid height was determined by GEOID03.
 DE3339
 DE3339.The dynamic height is computed by dividing the NAVD 88
 DE3339.geopotential number by the normal gravity value computed on the
 DE3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3339.degrees latitude (g = 980.6199 gals.).
 DE3339
 DE3339.The modeled gravity was interpolated from observed gravity values.
 DE3339
 DE3339;                    North         East    Units  Estimated Accuracy
 DE3339;SPC SC       -   185,480.      543,800.      MT  (+/- 180 meters Scaled)
 DE3339
 DE3339                          SUPERSEDED SURVEY CONTROL
 DE3339
 DE3339.No superseded survey control is available for this station.
 DE3339
 DE3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT342073(NAD 83)
 DE3339_MARKER: DD = SURVEY DISK
 DE3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3339_SP_SET: CONCRETE POST
 DE3339_STAMPING: 2 057 1992
 DE3339_MARK LOGO: SCGS  
 DE3339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3339+STABILITY: SURFACE MOTION
 DE3339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3339+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3339
 DE3339  HISTORY     - Date     Condition        Report By
 DE3339  HISTORY     - 1992     MONUMENTED       SCGS
 DE3339  HISTORY     - 20000926 GOOD             SCGS
 DE3339  HISTORY     - 20021109 GOOD             USPSQD
 DE3339
 DE3339                          STATION DESCRIPTION
 DE3339
 DE3339'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3339'STATION IS LOCATED 3.9 MILES (6.3 KM) SOUTH OF AIKEN, 6.0 MILES
 DE3339'(9.7 KM) NORTH NORTHWEST OF NEW ELLENTON. OWNERSHIP--SCDHPT, DIRECTOR
 DE3339'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3339'803-737-1350.
 DE3339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3339'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST) AND 118 (PINE LOG ROAD
 DE3339'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO SOUTH SOUTHEAST
 DE3339'ON HIGHWAY 19 FOR 1.5 MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD
 DE3339'1270 (BROOKHAVEN DRIVE) AND THE STATION NEAR A CURVED BRICK
 DE3339'ENTRANCEWAY SIGN FOR THE BROOKHAVEN ESTATES IN THE WEST ANGLE OF THE
 DE3339'JUNCTION,  A CONCRETE POST RECESSED 0.1-FOOT AND LEVEL WITH THE
 DE3339'HIGHWAY, 39.8 FEET (12.1 M) WEST SOUTHWEST OF THE CENTER OF THE
 DE3339'SOUTHBOUND LANES OF THE HIGHWAY, 2.1 FEET (0.6 M) EAST SOUTHEAST OF
 DE3339'THE FACE OF THE BRICK SIGN, 18.1 FEET (5.5 M) WEST OF THE NORTH END
 DE3339'OF A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 28.1 FEET
 DE3339'(8.6 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 10.3 FEET (3.1 M)
 DE3339'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION OF A
 DE3339'STAINLESS STEEL CONTROL BOX, 14.7 FEET (4.5 M) SOUTHWEST OF A WITNESS
 DE3339'POST BESIDE A POWER POLE WITH TWO GUY WIRES.
 DE3339'DESCRIBED BY T. HALL.
 DE3339
 DE3339                          STATION RECOVERY (2000)
 DE3339
 DE3339'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3339'STATION IS LOCATED 3.9 MILES (6.3 KM) SOUTH OF AIKEN.
 DE3339'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3339'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3339'JUNCTION OF STATE HIGHWAY 19 (WHISKEY ROAD SOUTHEAST) AND STATE
 DE3339'HIGHWAYS 118/302/19 TRUCK BY-PASS (PINE LOG ROAD) IN AIKEN, GO SOUTH
 DE3339'SOUTHEAST ON HIGHWAY 19 FOR 1.5 MILES (2.4 KM) TO THE STATION NEAR A
 DE3339'SIGN FOR BROOKHAVEN ESTATES IN THE WEST ANGLE OF THE JUNCTION OF STATE
 DE3339'ROAD 1270 (BROOKHAVEN DRIVE) .  STATION IS A CONCRETE POST RECESSED
 DE3339'0.2 FOOT (6.1 CM) AND 1.5 FEET (0.5 M) ABOVE THE JUNCTION, 1.9 FEET
 DE3339'(0.6 M) SOUTHEAST OF THE FACE OF THE BRICK SIGN, 14.7 FEET (4.5 M)
 DE3339'SOUTHWEST OF A POWER POLE WITH A CROSSWALK BUTTON SUPPORTING A SET OF
 DE3339'TRAFFIC LIGHTS, 27.9 FEET (8.5 M) NORTH NORTHWEST OF THE CENTER OF
 DE3339'ROAD 1270, 18.1 FEET (5.5 M) WEST OF THE NORTH END OF A 1.25-FOOT
 DE3339'CONCRETE PIPE CULVERT BENEATH ROAD 1270, 13.6 FEET (4.1 M) SOUTH OF
 DE3339'THE SOUTH CORNER OF THE BASE OF A METAL TRAFFIC CONTROL BOX, 15.1 FEET
 DE3339'(4.6 M) SOUTHWEST OF A WITNESS POST.  RECOVERED BY D.L. BRECHLIN.
 DE3339
 DE3339                          STATION RECOVERY (2002)
 DE3339
 DE3339'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3337 ***********************************************************************
 DE3337  DESIGNATION -  2 058
 DE3337  PID         -  DE3337
 DE3337  STATE/COUNTY-  SC/AIKEN
 DE3337  USGS QUAD   -  NEW ELLENTON (1989)
 DE3337
 DE3337                         *CURRENT SURVEY CONTROL
 DE3337  ___________________________________________________________________
 DE3337* NAD 83(1986)-  33 29 48.     (N)    081 42 09.     (W)     SCALED    
 DE3337* NAVD 88     -       148.774  (meters)     488.10   (feet)  ADJUSTED  
 DE3337  ___________________________________________________________________
 DE3337  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DE3337  DYNAMIC HT  -         148.613 (meters)     487.57  (feet)  COMP
 DE3337  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 DE3337
 DE3337  VERT ORDER  -  FIRST     CLASS II
 DE3337
 DE3337.The horizontal coordinates were scaled from a topographic map and have
 DE3337.an estimated accuracy of +/- 6 seconds.
 DE3337
 DE3337.The orthometric height was determined by differential leveling
 DE3337.and adjusted by the National Geodetic Survey in April 1994..
 DE3337
 DE3337.The geoid height was determined by GEOID03.
 DE3337
 DE3337.The dynamic height is computed by dividing the NAVD 88
 DE3337.geopotential number by the normal gravity value computed on the
 DE3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3337.degrees latitude (g = 980.6199 gals.).
 DE3337
 DE3337.The modeled gravity was interpolated from observed gravity values.
 DE3337
 DE3337;                    North         East    Units  Estimated Accuracy
 DE3337;SPC SC       -   184,680.      544,330.      MT  (+/- 180 meters Scaled)
 DE3337
 DE3337                          SUPERSEDED SURVEY CONTROL
 DE3337
 DE3337.No superseded survey control is available for this station.
 DE3337
 DE3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT347065(NAD 83)
 DE3337_MARKER: DD = SURVEY DISK
 DE3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3337_SP_SET: CONCRETE POST
 DE3337_STAMPING: 2 058 1992
 DE3337_MARK LOGO: SCGS  
 DE3337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3337+STABILITY: SURFACE MOTION
 DE3337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3337+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3337
 DE3337  HISTORY     - Date     Condition        Report By
 DE3337  HISTORY     - 1992     MONUMENTED       SCGS
 DE3337  HISTORY     - 20000926 GOOD             SCGS
 DE3337
 DE3337                          STATION DESCRIPTION
 DE3337
 DE3337'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3337'STATION IS LOCATED 5.45 MILES (8.77 KM) NORTH NORTHWEST OF NEW
 DE3337'ELLENTON, 4.5 MILES (7.2 KM) SOUTH SOUTHEAST OF AIKEN.
 DE3337'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3337'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3337'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3337'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST) AND 118 (PINE LOG ROAD
 DE3337'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO SOUTH SOUTHEAST
 DE3337'ON HIGHWAY 19 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STRATFORD
 DE3337'DRIVE RIGHT, POWDER HOUSE ROAD LEFT AND THE STATION NEAR AN AMOCO
 DE3337'SIGN FOR THE OLDER ONE OF TWO AMOCO STATION ON OPPOSITE LOTS IN THE
 DE3337'NORTHEAST ANGLE OF THE JUNCTION.
 DE3337'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3337'(15.2 CM) ABOVE THE HIGHWAY, 36.6 FEET (11.2 M) EAST NORTHEAST OF THE
 DE3337'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 38.5 FEET (11.7 M)
 DE3337'NORTHWEST OF THE CENTER OF POWDER HOUSE ROAD, 6.1 FEET (1.9 M) NORTH
 DE3337'NORTHEAST OF A TRAFFIC LIGHT STUB POLE WITH TWO GUY WIRES, 13.2 FEET
 DE3337'(4.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL AMOCO SIGN POST,
 DE3337'19.4 FEET (5.9 M) SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE
 DE3337'WASHER ATTACHED, 5.8 FEET (1.8 M) WEST NORTHWEST OF A WITNESS POST.
 DE3337'DESCRIBED BY T. HALL.
 DE3337
 DE3337                          STATION RECOVERY (2000)
 DE3337
 DE3337'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3337'STATION IS LOCATED 4.5 MILES (7.2 KM) SOUTH SOUTHEAST OF AIKEN, 5.4
 DE3337'MILES (8.7 KM) NORTH OF NEW ELLENTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3337'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3337'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE3337'19 (WHISKEY ROAD SOUTHEAST) AND STATE HIGHWAYS 118/302/19 TRUCK
 DE3337'BY-PASS (PINE LOG ROAD) IN AIKEN, GO SOUTH SOUTHEAST ON HIGHWAY 19 FOR
 DE3337'2.1 MILES (3.4 KM) TO THE STATION NEAR A POWER POLE IN THE NORTHEAST
 DE3337'ANGLE OF THE JUNCTION OF A PAVED ROAD (POWDERHOUSE ROAD LEFT AND
 DE3337'STRATFORD DRIVE RIGHT) .  STATION IS A CONCRETE POST FLUSH WITH THE
 DE3337'GROUND AND LEVEL WITH THE JUNCTION, 55.8 FEET (17.0 M) EAST NORTHEAST
 DE3337'OF THE CENTER OF THE HIGHWAY, 39.3 FEET (12.0 M) NORTH NORTHWEST OF
 DE3337'THE CENTER OF THE PAVED ROAD, 6.4 FEET (2.0 M) NORTH NORTHEAST OF THE
 DE3337'POWER POLE WITH A CROSSWALK BUTTON SUPPORTING A SET OF TRAFFIC LIGHTS,
 DE3337'13.2 FEET (4.0 M) SOUTHWEST OF A METAL SIGN POST WITH SIGN (MUNDYS
 DE3337'CORNER) , 5.7 FEET (1.7 M) WEST NORTHWEST OF A WITNESS POST.
 DE3337'RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3315 ***********************************************************************
 DE3315  DESIGNATION -  2 059
 DE3315  PID         -  DE3315
 DE3315  STATE/COUNTY-  SC/AIKEN
 DE3315  USGS QUAD   -  AIKEN (1980)
 DE3315
 DE3315                         *CURRENT SURVEY CONTROL
 DE3315  ___________________________________________________________________
 DE3315* NAD 83(1986)-  33 32 46.     (N)    081 40 50.     (W)     SCALED    
 DE3315* NAVD 88     -       155.406  (meters)     509.86   (feet)  ADJUSTED  
 DE3315  ___________________________________________________________________
 DE3315  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DE3315  DYNAMIC HT  -         155.238 (meters)     509.31  (feet)  COMP
 DE3315  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 DE3315
 DE3315  VERT ORDER  -  FIRST     CLASS II
 DE3315
 DE3315.The horizontal coordinates were scaled from a topographic map and have
 DE3315.an estimated accuracy of +/- 6 seconds.
 DE3315
 DE3315.The orthometric height was determined by differential leveling
 DE3315.and adjusted by the National Geodetic Survey in April 1994..
 DE3315
 DE3315.The geoid height was determined by GEOID03.
 DE3315
 DE3315.The dynamic height is computed by dividing the NAVD 88
 DE3315.geopotential number by the normal gravity value computed on the
 DE3315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3315.degrees latitude (g = 980.6199 gals.).
 DE3315
 DE3315.The modeled gravity was interpolated from observed gravity values.
 DE3315
 DE3315;                    North         East    Units  Estimated Accuracy
 DE3315;SPC SC       -   190,150.      546,410.      MT  (+/- 180 meters Scaled)
 DE3315
 DE3315                          SUPERSEDED SURVEY CONTROL
 DE3315
 DE3315.No superseded survey control is available for this station.
 DE3315
 DE3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT368120(NAD 83)
 DE3315_MARKER: DD = SURVEY DISK
 DE3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3315_SP_SET: CONCRETE POST
 DE3315_STAMPING: 2 059 1992
 DE3315_MARK LOGO: SCGS  
 DE3315_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3315+STABILITY: SURFACE MOTION
 DE3315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3315+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2000
 DE3315
 DE3315  HISTORY     - Date     Condition        Report By
 DE3315  HISTORY     - 1992     MONUMENTED       SCGS
 DE3315  HISTORY     - 20000918 GOOD             SCGS
 DE3315  HISTORY     - 20030825 MARK NOT FOUND   USPSQD
 DE3315
 DE3315                          STATION DESCRIPTION
 DE3315
 DE3315'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3315'STATION IS LOCATED NEAR A LARGE BILLBOARD IN THE EAST ANGLE OF THE
 DE3315'JUNCTION OF U.S. HIGHWAY 78 AND STATE HIGHWAY 4, 2.55 MILES
 DE3315'(4.10 KM) EAST SOUTHEAST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3315'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3315'803-737-1350.
 DE3315'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3315'(15.2 CM) BELOW THE HIGHWAYS, 11.7 FEET (3.6 M) NORTHWEST OF THE
 DE3315'BILLBOARD POLE, 1.8 FEET (0.5 M) NORTH OF A 2.0-FOOT TALL CONCRETE
 DE3315'RIGHT OF WAY MARKER POST, 15.0 FEET (4.6 M) EAST OF THE EAST EDGE OF
 DE3315'THE CURB OF THE EASTERN MOST ASPHALT ACCESS LANE TO HIGHWAY 4, 8.0
 DE3315'FEET (2.4 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 DE3315'FOUNDATION FOR AN UNUSED SIGN POST, 98.4 FEET (30.0 M) WEST OF THE
 DE3315'NORTHWEST CORNER OF A BRICK BUILDING (DOUBLE EAGLE LIQUOR STORE), 1.6
 DE3315'FEET (0.5 M) NORTH OF WITNESS POST.
 DE3315'DESCRIBED BY T. HALL.
 DE3315
 DE3315                          STATION RECOVERY (2000)
 DE3315
 DE3315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3315'STATION IS LOCATED NEAR A LARGE BILLBOARD IN THE EAST ANGLE OF THE
 DE3315'JUNCTION OF STATE HIGHWAY 4 AND U.S.  HIGHWAY 178 IN AIKEN.
 DE3315'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3315'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 DE3315'FLUSH WITH THE GROUND AND LEVEL WITH THE JUNCTION, 11.6 FEET (3.5 M)
 DE3315'NORTHWEST OF THE METAL POST FOR THE BILLBOARD, 16.9 FEET (5.2 M) EAST
 DE3315'OF THE EAST EDGE OF THE CONCRETE CURB AT THE JUNCTION, 1.8 FEET (0.5
 DE3315'M) NORTH OF A 2.0-FOOT HIGH CONCRETE RIGHT OF WAY MARKER, 7.9 FEET
 DE3315'(2.4 M) WEST NORTHWEST OF THE NORTH CORNER OF A CONCRETE BASE FOR AN
 DE3315'UNUSED METAL SIGN, 98.1 FEET (29.9 M) WEST OF THE NORTHWEST CORNER OF
 DE3315'A BRICK CONVENIENCE STORE, 1.4 FEET (0.4 M) NORTH OF A WITNESS POST.
 DE3315'RECOVERED BY D.L.  BRECHLIN.
 DE3315
 DE3315                          STATION RECOVERY (2003)
 DE3315
 DE3315'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3315'INTERSECTION HAS BEEN RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3327 ***********************************************************************
 DE3327  DESIGNATION -  2 060
 DE3327  PID         -  DE3327
 DE3327  STATE/COUNTY-  SC/AIKEN
 DE3327  USGS QUAD   -  AIKEN (1980)
 DE3327
 DE3327                         *CURRENT SURVEY CONTROL
 DE3327  ___________________________________________________________________
 DE3327* NAD 83(1986)-  33 30 14.     (N)    081 41 04.     (W)     SCALED    
 DE3327* NAVD 88     -       118.391  (meters)     388.42   (feet)  ADJUSTED  
 DE3327  ___________________________________________________________________
 DE3327  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DE3327  DYNAMIC HT  -         118.262 (meters)     388.00  (feet)  COMP
 DE3327  MODELED GRAV-     979,553.5   (mgal)                       NAVD 88
 DE3327
 DE3327  VERT ORDER  -  FIRST     CLASS II
 DE3327
 DE3327.The horizontal coordinates were scaled from a topographic map and have
 DE3327.an estimated accuracy of +/- 6 seconds.
 DE3327
 DE3327.The orthometric height was determined by differential leveling
 DE3327.and adjusted by the National Geodetic Survey in April 1994..
 DE3327
 DE3327.The geoid height was determined by GEOID03.
 DE3327
 DE3327.The dynamic height is computed by dividing the NAVD 88
 DE3327.geopotential number by the normal gravity value computed on the
 DE3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3327.degrees latitude (g = 980.6199 gals.).
 DE3327
 DE3327.The modeled gravity was interpolated from observed gravity values.
 DE3327
 DE3327;                    North         East    Units  Estimated Accuracy
 DE3327;SPC SC       -   185,470.      546,020.      MT  (+/- 180 meters Scaled)
 DE3327
 DE3327                          SUPERSEDED SURVEY CONTROL
 DE3327
 DE3327.No superseded survey control is available for this station.
 DE3327
 DE3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT364073(NAD 83)
 DE3327_MARKER: DD = SURVEY DISK
 DE3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3327_SP_SET: CONCRETE POST
 DE3327_STAMPING: 2 060 1992
 DE3327_MARK LOGO: SCGS  
 DE3327_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3327+STABILITY: SURFACE MOTION
 DE3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3327+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DE3327
 DE3327  HISTORY     - Date     Condition        Report By
 DE3327  HISTORY     - 1992     MONUMENTED       SCGS
 DE3327  HISTORY     - 20000925 GOOD             SCGS
 DE3327  HISTORY     - 20030825 GOOD             USPSQD
 DE3327  HISTORY     - 20030825 MARK NOT FOUND   USPSQD
 DE3327
 DE3327                          STATION DESCRIPTION
 DE3327
 DE3327'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3327'STATION IS LOCATED 4.4 MILES (7.1 KM) SOUTHEAST OF AIKEN, 5.85 MILES
 DE3327'(9.41 KM) NORTH OF NEW ELLENTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3327'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3327'803-737-1350.
 DE3327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3327'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3327'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO
 DE3327'THE JUNCTION OF BANKS MILL ROAD SOUTHEAST, TURN LEFT ON BANKS MILL
 DE3327'ROAD SOUTHEAST FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD
 DE3327'2137 (WISE HOLLOW ROAD), CONTINUE ON BANKS MILL ROAD SOUTHEAST FOR
 DE3327'1.2 MILES (1.9 KM) TO PHEASANT RUN DRIVE LEFT AND THE STATION NEAR A
 DE3327'POWER POLE IN A PLANTED MEDIAN OF PHEASANT RUN DRIVE.
 DE3327'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3327'ROADS, 9.9 FEET (3.0 M) WEST OF THE POWER POLE NUMBER 322553 WITH A
 DE3327'SECURITY LIGHT, 71.0 FEET (21.6 M) EAST OF THE CENTER OF BANKS MILL
 DE3327'ROAD, 26.3 FEET (8.0 M) SOUTH SOUTHEAST OF THE CENTER OF A METAL
 DE3327'DRAIN HOLE COVER SET INTO A CONCRETE DRAIN BASIN ON THE NORTH SIDE OF
 DE3327'PHEASANT RUN DRIVE, 29.4 FEET (9.0 M) NORTH NORTHEAST OF THE CENTER
 DE3327'OF A METAL DRAIN HOLE COVER SET INTO A CONCRETE DRAIN BASIN ON THE
 DE3327'SOUTH SIDE OF THE PHEASANT RUN DRIVE, 52.6 FEET (16.0 M) NORTHEAST OF
 DE3327'A POWER POLE NUMBER 289340 WITH TWO GUY WIRES, 9.4 FEET (2.9 M) WEST
 DE3327'OF A WTINESS POST.
 DE3327'DESCRIBED BY T. HALL.
 DE3327
 DE3327                          STATION RECOVERY (2000)
 DE3327
 DE3327'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3327'STATION IS LOCATED 4.4 MILES (7.1 KM) SOUTH SOUTHEAST OF AIKEN.
 DE3327'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3327'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3327'JUNCTION OF STATE HIGHWAY 302 (PINE LOG ROAD) AND U.S.  HIGHWAY 78 IN
 DE3327'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 19 FOR 1.2 MILES (1.9 KM) TO THE
 DE3327'JUNCTION OF STATE ROAD 79 (BANKS MILL ROAD) , TURN LEFT ON ROAD 79 FOR
 DE3327'1.05 MILES (1.69 KM) TO THE STATION ON THE LEFT IN A PLANTED MEDIAN AT
 DE3327'THE JUNCTION OF A PAVED ROAD (PHEASANT RUN DRIVE) .  STATION IS A
 DE3327'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE JUNCTION, 10.0
 DE3327'FEET (3.0 M) WEST OF A LIGHT POLE NUMBER 322553, 71.3 FEET (21.7 M)
 DE3327'EAST OF THE CENTER OF ROAD 79, 26.4 FEET (8.0 M) SOUTH SOUTHEAST OF
 DE3327'THE CENTER OF A MANHOLE COVER, 29.6 FEET (9.0 M) NORTH NORTHEAST OF
 DE3327'THE CENTER OF A MANHOLE COVER, 9.4 FEET (2.9 M) WEST OF A WITNESS
 DE3327'POST.  RECOVERED BY D.L.  BRECHLIN.
 DE3327
 DE3327                          STATION RECOVERY (2003)
 DE3327
 DE3327'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3327'RECOVERED IN GOOD CONDITION.
 DE3327
 DE3327                          STATION RECOVERY (2003)
 DE3327
 DE3327'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3327'NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3325 ***********************************************************************
 DE3325  DESIGNATION -  2 061
 DE3325  PID         -  DE3325
 DE3325  STATE/COUNTY-  SC/AIKEN
 DE3325  USGS QUAD   -  AIKEN (1980)
 DE3325
 DE3325                         *CURRENT SURVEY CONTROL
 DE3325  ___________________________________________________________________
 DE3325* NAD 83(1986)-  33 30 52.     (N)    081 41 13.     (W)     SCALED    
 DE3325* NAVD 88     -       144.798  (meters)     475.06   (feet)  ADJUSTED  
 DE3325  ___________________________________________________________________
 DE3325  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE3325  DYNAMIC HT  -         144.641 (meters)     474.54  (feet)  COMP
 DE3325  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 DE3325
 DE3325  VERT ORDER  -  FIRST     CLASS II
 DE3325
 DE3325.The horizontal coordinates were scaled from a topographic map and have
 DE3325.an estimated accuracy of +/- 6 seconds.
 DE3325
 DE3325.The orthometric height was determined by differential leveling
 DE3325.and adjusted by the National Geodetic Survey in April 1994..
 DE3325
 DE3325.The geoid height was determined by GEOID03.
 DE3325
 DE3325.The dynamic height is computed by dividing the NAVD 88
 DE3325.geopotential number by the normal gravity value computed on the
 DE3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3325.degrees latitude (g = 980.6199 gals.).
 DE3325
 DE3325.The modeled gravity was interpolated from observed gravity values.
 DE3325
 DE3325;                    North         East    Units  Estimated Accuracy
 DE3325;SPC SC       -   186,640.      545,790.      MT  (+/- 180 meters Scaled)
 DE3325
 DE3325                          SUPERSEDED SURVEY CONTROL
 DE3325
 DE3325.No superseded survey control is available for this station.
 DE3325
 DE3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT362085(NAD 83)
 DE3325_MARKER: DD = SURVEY DISK
 DE3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3325_SP_SET: CONCRETE POST
 DE3325_STAMPING: 2 061 1992
 DE3325_MARK LOGO: SCGS  
 DE3325_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3325+STABILITY: SURFACE MOTION
 DE3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3325+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DE3325
 DE3325  HISTORY     - Date     Condition        Report By
 DE3325  HISTORY     - 1992     MONUMENTED       SCGS
 DE3325  HISTORY     - 20000926 GOOD             SCGS
 DE3325  HISTORY     - 20030825 GOOD             USPSQD
 DE3325
 DE3325                          STATION DESCRIPTION
 DE3325
 DE3325'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3325'STATION IS LOCATED 3.85 MILES (6.20 KM) SOUTHEAST OF AIKEN, 6.55 MILES
 DE3325'(10.54 KM) NORTH OF NEW ELLENTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3325'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3325'803-737-1350.
 DE3325'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3325'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3325'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO
 DE3325'THE JUNCTION OF BANKS MILL ROAD SOUTHEAST, TURN LEFT ON BANKS MILL
 DE3325'ROAD SOUTHEAST FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD
 DE3325'2137 (WISE HOLLOW ROAD), CONTINUE ON BANKS MILL ROAD SOUTHEAST FOR
 DE3325'0.45 MILE (0.72 KM) TO A GRAVEL DRIVEWAY RIGHT LEADING WEST PAST A
 DE3325'HORSE JUMPING OBSTACLE COURSE TO A HOUSE NUMBER 1809 (BARELY VISIBLE
 DE3325'BEHIND TREES) AND THE STATION NEAR A POWER POLE NUMBER 401920 IN THE
 DE3325'SOUTHWEST ANGLE.
 DE3325'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DE3325'THE ROAD, 20.0 FEET (6.1 M) WEST OF THE CENTER OF THE ROAD, 2.3 FEET
 DE3325'(0.7 M) NORTH OF THE POWER POLE, 28.0 FEET (8.5 M) SOUTH OF THE SOUTH
 DE3325'END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY TO HOUSE
 DE3325'1809, 76.2 FEET (23.2 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION BOX,
 DE3325'147.0 FEET (44.8 M) NORTH OF THE NORTH END OF A 1.5-FOOT CONCRETE
 DE3325'PIPE CULVERT BENEATH THE DRIVEWAY TO HOUSE NUMBER 1982, 1.7 FEET
 DE3325'(0.5 M) NORTH OF A WITNESS POST.
 DE3325'DESCRIBED BY T. HALL.
 DE3325
 DE3325                          STATION RECOVERY (2000)
 DE3325
 DE3325'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3325'STATION IS LOCATED 3.7 MILES (6.0 KM) SOUTH SOUTHEAST OF AIKEN.
 DE3325'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3325'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3325'JUNCTION OF STATE HIGHWAY 302 (PINE LOG ROAD) AND U.S.  HIGHWAY 78 IN
 DE3325'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 19 FOR 1.35 MILES (2.17 KM) TO
 DE3325'THE 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 79 (BANKS MILL
 DE3325'ROAD) , TURN LEFT ON ROAD 79 FOR 1.35 MILES (2.17 KM) TO THE JUNCTION
 DE3325'OF STATE ROAD 2266 (CRAFT LANE) , CONTINUE ON ROAD 79 FOR 0.3 MILE
 DE3325'(0.5 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE AT A SOCCER
 DE3325'FIELD.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND
 DE3325'LEVEL WITH THE ROAD, 19.6 FEET (6.0 M) WEST OF THE CENTER OF THE ROAD,
 DE3325'2.2 FEET (0.7 M) NORTH OF THE POWER POLE NUMBER 401920, 48.4 FEET
 DE3325'(14.8 M) SOUTH OF THE SOUTH END OF A 1.25-FOOT CONCRETE PIPE CULVERT
 DE3325'BENEATH A GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 1964, 147.2
 DE3325'FEET (44.9 M) NORTH OF THE NORTH END OF A 1.25-FOOT CONCRETE PIPE
 DE3325'CULVERT BENEATH A GRAVE DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 1982,
 DE3325'1.7 FEET (0.5 M) NORTH OF A WITNESS POST. RECOVERED BY D.L.  BRECHLIN.
 DE3325
 DE3325                          STATION RECOVERY (2003)
 DE3325
 DE3325'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3323 ***********************************************************************
 DE3323  DESIGNATION -  2 062
 DE3323  PID         -  DE3323
 DE3323  STATE/COUNTY-  SC/AIKEN
 DE3323  USGS QUAD   -  AIKEN (1980)
 DE3323
 DE3323                         *CURRENT SURVEY CONTROL
 DE3323  ___________________________________________________________________
 DE3323* NAD 83(1986)-  33 31 49.     (N)    081 41 10.     (W)     SCALED    
 DE3323* NAVD 88     -       150.182  (meters)     492.72   (feet)  ADJUSTED  
 DE3323  ___________________________________________________________________
 DE3323  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE3323  DYNAMIC HT  -         150.020 (meters)     492.19  (feet)  COMP
 DE3323  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 DE3323
 DE3323  VERT ORDER  -  FIRST     CLASS II
 DE3323
 DE3323.The horizontal coordinates were scaled from a topographic map and have
 DE3323.an estimated accuracy of +/- 6 seconds.
 DE3323
 DE3323.The orthometric height was determined by differential leveling
 DE3323.and adjusted by the National Geodetic Survey in April 1994..
 DE3323
 DE3323.The geoid height was determined by GEOID03.
 DE3323
 DE3323.The dynamic height is computed by dividing the NAVD 88
 DE3323.geopotential number by the normal gravity value computed on the
 DE3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3323.degrees latitude (g = 980.6199 gals.).
 DE3323
 DE3323.The modeled gravity was interpolated from observed gravity values.
 DE3323
 DE3323;                    North         East    Units  Estimated Accuracy
 DE3323;SPC SC       -   188,400.      545,880.      MT  (+/- 180 meters Scaled)
 DE3323
 DE3323                          SUPERSEDED SURVEY CONTROL
 DE3323
 DE3323.No superseded survey control is available for this station.
 DE3323
 DE3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT362102(NAD 83)
 DE3323_MARKER: DD = SURVEY DISK
 DE3323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3323_SP_SET: CONCRETE POST
 DE3323_STAMPING: 2 062 1992
 DE3323_MARK LOGO: SCGS  
 DE3323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3323+STABILITY: SURFACE MOTION
 DE3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3323+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DE3323
 DE3323  HISTORY     - Date     Condition        Report By
 DE3323  HISTORY     - 1992     MONUMENTED       SCGS
 DE3323  HISTORY     - 20000928 GOOD             SCGS
 DE3323  HISTORY     - 20030825 GOOD             USPSQD
 DE3323
 DE3323                          STATION DESCRIPTION
 DE3323
 DE3323'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3323'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTHEAST OF AIKEN, 7.65 MILES
 DE3323'(12.31 KM) NORTH OF NEW ELLENTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3323'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3323'803-737-1350.
 DE3323'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3323'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3323'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO
 DE3323'THE JUNCTION OF BANKS MILL ROAD SOUTHEAST, TURN LEFT ON BANKS MILL
 DE3323'ROAD SOUTHEAST FOR 0.45 MILE (0.72 KM) TO KELLOGG DRIVE LEFT AND THE
 DE3323'STATION NEAR A POWER POLE NUMBER 319615 IN THE EAST ANGLE.
 DE3323'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DE3323'ROAD, 20.5 FEET (6.2 M) NORTH NORTHWEST OF A POWER POLE NUMBER 392482
 DE3323'WITH TWO GUY WIRES, 27.0 FEET (8.2 M) NORTHEAST OF THE CENTER OF THE
 DE3323'ROAD, 25.2 FEET (7.7 M) SOUTHEAST OF THE CENTER OF THE DRIVE, 3.2
 DE3323'FEET (1.0 M) EAST OF THE POWER POLE, 39.1 FEET (11.9 M) WEST OF THE
 DE3323'WEST CORNER OF A BRICK DUPLEX APARTMENT NUMBER 101, 53.7 FEET
 DE3323'(16.4 M) SOUTH SOUTHEAST OF A FIRE HYDRANT, 3.7 FEET (1.1 M) EAST OF
 DE3323'A WITNESS POST.
 DE3323'DESCRIBED BY T. HALL.
 DE3323
 DE3323                          STATION RECOVERY (2000)
 DE3323
 DE3323'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3323'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHEAST OF AIKEN, 7.6 MILES
 DE3323'(12.2 KM) NORTH OF NEW ELLENTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3323'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3323'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE3323'302 (PINE LOG ROAD) AND U.S.  HIGHWAY 78 IN AIKEN, GO SOUTH SOUTHWEST
 DE3323'ON HIGHWAY 19 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 79
 DE3323'(BANKS MILL ROAD) , TURN LEFT ON ROAD 79 FOR 0.45 MILE (0.72 KM) TO
 DE3323'THE STATION ON THE LEFT NEAR A LAMP POLE IN THE EAST ANGLE OF THE
 DE3323'JUNCTION OF A PAVED ROAD LEFT (KELLOGG DRIVE) .  STATION IS A CONCRETE
 DE3323'POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE JUNCTION, 27.2 FEET
 DE3323'(8.3 M) NORTHEAST OF THE CENTER OF ROAD 79, 24.1 FEET (7.3 M)
 DE3323'SOUTHEAST OF THE CENTER OF KELLOGG DRIVE, 23.7 FEET (7.2 M) SOUTHWEST
 DE3323'OF THE SOUTHWEST EDGE OF A CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE
 DE3323'NUMBER 101, 53.8 FEET (16.4 M) SOUTH SOUTHEAST OF A FIRE HYDRANT, 3.2
 DE3323'FEET (1.0 M) EAST OF THE LAMP POLE NUMBER 319615, 3.5 FEET (1.1 M)
 DE3323'EAST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 DE3323
 DE3323                          STATION RECOVERY (2003)
 DE3323
 DE3323'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3322 ***********************************************************************
 DE3322  DESIGNATION -  2 063
 DE3322  PID         -  DE3322
 DE3322  STATE/COUNTY-  SC/AIKEN
 DE3322  USGS QUAD   -  AIKEN (1980)
 DE3322
 DE3322                         *CURRENT SURVEY CONTROL
 DE3322  ___________________________________________________________________
 DE3322* NAD 83(1986)-  33 32 05.     (N)    081 41 31.     (W)     SCALED    
 DE3322* NAVD 88     -       149.623  (meters)     490.89   (feet)  ADJUSTED  
 DE3322  ___________________________________________________________________
 DE3322  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DE3322  DYNAMIC HT  -         149.461 (meters)     490.36  (feet)  COMP
 DE3322  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 DE3322
 DE3322  VERT ORDER  -  FIRST     CLASS II
 DE3322
 DE3322.The horizontal coordinates were scaled from a topographic map and have
 DE3322.an estimated accuracy of +/- 6 seconds.
 DE3322
 DE3322.The orthometric height was determined by differential leveling
 DE3322.and adjusted by the National Geodetic Survey in April 1994..
 DE3322
 DE3322.The geoid height was determined by GEOID03.
 DE3322
 DE3322.The dynamic height is computed by dividing the NAVD 88
 DE3322.geopotential number by the normal gravity value computed on the
 DE3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3322.degrees latitude (g = 980.6199 gals.).
 DE3322
 DE3322.The modeled gravity was interpolated from observed gravity values.
 DE3322
 DE3322;                    North         East    Units  Estimated Accuracy
 DE3322;SPC SC       -   188,890.      545,340.      MT  (+/- 180 meters Scaled)
 DE3322
 DE3322                          SUPERSEDED SURVEY CONTROL
 DE3322
 DE3322.No superseded survey control is available for this station.
 DE3322
 DE3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT357107(NAD 83)
 DE3322_MARKER: DD = SURVEY DISK
 DE3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3322_SP_SET: CONCRETE POST
 DE3322_STAMPING: 2 063 1992
 DE3322_MARK LOGO: SCGS  
 DE3322_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3322+STABILITY: SURFACE MOTION
 DE3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3322+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 DE3322
 DE3322  HISTORY     - Date     Condition        Report By
 DE3322  HISTORY     - 1992     MONUMENTED       SCGS
 DE3322  HISTORY     - 20000919 GOOD             SCGS
 DE3322  HISTORY     - 20030825 MARK NOT FOUND   USPSQD
 DE3322
 DE3322                          STATION DESCRIPTION
 DE3322
 DE3322'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3322'STATION IS LOCATED 2.45 MILES (3.94 KM) SOUTHEAST OF AIKEN, 7.9 MILES
 DE3322'(12.7 KM) NORTH OF NEW ELLENTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3322'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3322'803-737-1350.
 DE3322'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3322'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3322'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO
 DE3322'THE JUNCTION OF BANKS MILL ROAD SOUTHEAST AND THE STATION NEAR A
 DE3322'LARGE POWER POLE IN A GRASSY AREA OF THE SMILE GAS STATION IN THE
 DE3322'SOUTHEAST ANGLE.
 DE3322'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DE3322'THE HIGHWAY, 26.4 FEET (8.0 M) NORTHEAST OF THE LARGE STEEL SIGN POST
 DE3322'FOR THE GAS STATION WITH A LADDER ATTACHED, 29.9 FEET (9.1 M)
 DE3322'SOUTHWEST OF THE CENTER OF THE ROAD, 40.3 FEET (12.3 M) SOUTH
 DE3322'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 4.0 FEET (1.2 M) EAST OF THE
 DE3322'POWER POLE, 3.9 FEET (1.2 M) WEST OF A TRAFFICE LIGHT POLE WITH GUY
 DE3322'WIRE, ELECTRIC METER AND A CONTROL BOX, 9.8 FEET (3.0 M) WEST
 DE3322'SOUTHWEST OF THE SOUTH END OF A 1.6-FOOT CONCRETE PIPE CULVERT
 DE3322'BENEATH THE JUNCTION, 4.0 FEET (1.2 M) EAST OF A WITNESS POST.
 DE3322'DESCRIBED BY T. HALL.
 DE3322
 DE3322                          STATION RECOVERY (2000)
 DE3322
 DE3322'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3322'STATION IS LOCATED 2.45 MILES (3.94 KM) SOUTHEAST OF AIKEN.
 DE3322'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3322'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3322'JUNCTION OF STATE HIGHWAY 302 (PINE LOG ROAD) AND U.S.  HIGHWAY 78 IN
 DE3322'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 19 FOR 1.2 MILES (1.9 KM) TO THE
 DE3322'STATION NEAR A SIGN (SMILE GAS STATION) POST IN THE SOUTH ANGLE OF THE
 DE3322'JUNCTION OF STATE ROAD 79 (BANKS MILL ROAD) .  STATION IS A CONCRETE
 DE3322'POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE JUNCTION, 27.6 FEET
 DE3322'(8.4 M) NORTHEAST OF THE METAL SIGN POST, 31.2 FEET (9.5 M) NORTHWEST
 DE3322'OF THE NORTHWEST END OF A 1.25-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DE3322'CONCRETE DRIVE ENTRANCE TO THE GAS STATION, 1.5 FEET (0.5 M) SOUTHEAST
 DE3322'OF THE SOUTHEAST EDGE OF A CONCRETE CURB ALONG HIGHWAY 302, 29.3 FEET
 DE3322'(8.9 M) SOUTH SOUTHWEST OF THE CENTER OF ROAD 79, 0.5 FOOT (15.2 CM)
 DE3322'NORTH OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 DE3322
 DE3322                          STATION RECOVERY (2003)
 DE3322
 DE3322'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3322'INTERSECTION HAS BEEN RECONSTRUCTED. MARK MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3314 ***********************************************************************
 DE3314  DESIGNATION -  2 064
 DE3314  PID         -  DE3314
 DE3314  STATE/COUNTY-  SC/AIKEN
 DE3314  USGS QUAD   -  AIKEN (1980)
 DE3314
 DE3314                         *CURRENT SURVEY CONTROL
 DE3314  ___________________________________________________________________
 DE3314* NAD 83(1986)-  33 32 59.     (N)    081 41 17.     (W)     SCALED    
 DE3314* NAVD 88     -       156.335  (meters)     512.91   (feet)  ADJUSTED  
 DE3314  ___________________________________________________________________
 DE3314  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DE3314  DYNAMIC HT  -         156.166 (meters)     512.35  (feet)  COMP
 DE3314  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DE3314
 DE3314  VERT ORDER  -  FIRST     CLASS II
 DE3314
 DE3314.The horizontal coordinates were scaled from a topographic map and have
 DE3314.an estimated accuracy of +/- 6 seconds.
 DE3314
 DE3314.The orthometric height was determined by differential leveling
 DE3314.and adjusted by the National Geodetic Survey in April 1994..
 DE3314
 DE3314.The geoid height was determined by GEOID03.
 DE3314
 DE3314.The dynamic height is computed by dividing the NAVD 88
 DE3314.geopotential number by the normal gravity value computed on the
 DE3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3314.degrees latitude (g = 980.6199 gals.).
 DE3314
 DE3314.The modeled gravity was interpolated from observed gravity values.
 DE3314
 DE3314;                    North         East    Units  Estimated Accuracy
 DE3314;SPC SC       -   190,550.      545,710.      MT  (+/- 180 meters Scaled)
 DE3314
 DE3314                          SUPERSEDED SURVEY CONTROL
 DE3314
 DE3314.No superseded survey control is available for this station.
 DE3314
 DE3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT361124(NAD 83)
 DE3314_MARKER: DD = SURVEY DISK
 DE3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3314_SP_SET: CONCRETE POST
 DE3314_STAMPING: 2 064 1992
 DE3314_MARK LOGO: SCGS  
 DE3314_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3314+STABILITY: SURFACE MOTION
 DE3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3314+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DE3314
 DE3314  HISTORY     - Date     Condition        Report By
 DE3314  HISTORY     - 1992     MONUMENTED       SCGS
 DE3314  HISTORY     - 20000918 GOOD             SCGS
 DE3314  HISTORY     - 20030825 GOOD             USPSQD
 DE3314
 DE3314                          STATION DESCRIPTION
 DE3314
 DE3314'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3314'STATION IS LOCATED 2.1 MILES (3.4 KM) EAST OF AIKEN. OWNERSHIP--A AND
 DE3314'B BEVERAGE COMPANY INCORPORATED, 2083 RICHLAND AVENUE EAST, AIKEN, SC
 DE3314'29801.
 DE3314'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 78 AND STATE
 DE3314'HIGHWAY 4, 2.55 MILES (4.10 KM) EAST SOUTHEAST OF AIKEN, GO WEST
 DE3314'NORTHWEST ON HIGHWAY 78 FOR 0.5 MILE (0.8 KM) TO AN ENTRANCE DRIVEWAY
 DE3314'LEFT TO THE A AND B BEVERAGE COMPANY AND THE STATION IN FRONT OF A
 DE3314'CONCRETE SIGN FOR THE COMPANY AND IN A ROW OF ORNAMENTAL TREES IN THE
 DE3314'SOUTHEAST ANGLE OF THE DRIVEWAY.
 DE3314'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3314'HIGHWAY, 5.2 FEET (1.6 M) NORTH NORTHEAST OF THE NORTHEAST END OF THE
 DE3314'BASE OF THE SIGN, 33.4 FEET (10.2 M) SOUTH SOUTHWEST OF THE CENTER OF
 DE3314'THE EASTBOUND LANES OF THE HIGHWAY, 7.2 FEET (2.2 M) SOUTHEAST OF THE
 DE3314'SOUTHEAST EDGE OF THE CURB OF THE DRIVEWAY, 16.5 FEET (5.0 M) NORTH
 DE3314'OF THE NORTH CORNER OF A CURB AT THE PARKING SPACES IN FRONT OF THE
 DE3314'BUILDING, 21.7 FEET (6.6 M) WEST SOUTHWEST OF A WITNESS POST AT THE
 DE3314'BASE OF A MAIL BOX.
 DE3314'DESCRIBED BY T. HALL.
 DE3314
 DE3314                          STATION RECOVERY (2000)
 DE3314
 DE3314'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3314'STATION IS LOCATED IN AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3314'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3314'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3314'78 AND STATE HIGHWAY 4 IN AIKEN, GO WEST NORTHWEST ON HIGHWAY 78 FOR
 DE3314'0.4 MILE (0.6 KM) TO THE STATION ON THE LEFT IN FRONT OF A CONCRETE
 DE3314'SIGN FOR THE ANHEISER BUSCH BEVERAGE COMPANY AT 2083 RICHLAND AVENUE.
 DE3314'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DE3314'HIGHWAY, 20.4 FEET (6.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DE3314'HIGHWAY CURBING, 5.8 FEET (1.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 DE3314'THE CURBING ALONG THE MAIN ENTRANCE DRIVE, 7.8 FEET (2.4 M) NORTHEAST
 DE3314'OF THE NORTHEAST CORNER OF THE CONCRETE SIGN, 21.9 FEET (6.7 M) WEST
 DE3314'SOUTHWEST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 DE3314
 DE3314                          STATION RECOVERY (2003)
 DE3314
 DE3314'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3312 ***********************************************************************
 DE3312  DESIGNATION -  2 065
 DE3312  PID         -  DE3312
 DE3312  STATE/COUNTY-  SC/AIKEN
 DE3312  USGS QUAD   -  AIKEN (1980)
 DE3312
 DE3312                         *CURRENT SURVEY CONTROL
 DE3312  ___________________________________________________________________
 DE3312* NAD 83(1986)-  33 33 10.     (N)    081 41 47.     (W)     SCALED    
 DE3312* NAVD 88     -       156.667  (meters)     514.00   (feet)  ADJUSTED  
 DE3312  ___________________________________________________________________
 DE3312  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DE3312  DYNAMIC HT  -         156.498 (meters)     513.44  (feet)  COMP
 DE3312  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DE3312
 DE3312  VERT ORDER  -  FIRST     CLASS II
 DE3312
 DE3312.The horizontal coordinates were scaled from a topographic map and have
 DE3312.an estimated accuracy of +/- 6 seconds.
 DE3312
 DE3312.The orthometric height was determined by differential leveling
 DE3312.and adjusted by the National Geodetic Survey in April 1994..
 DE3312
 DE3312.The geoid height was determined by GEOID03.
 DE3312
 DE3312.The dynamic height is computed by dividing the NAVD 88
 DE3312.geopotential number by the normal gravity value computed on the
 DE3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3312.degrees latitude (g = 980.6199 gals.).
 DE3312
 DE3312.The modeled gravity was interpolated from observed gravity values.
 DE3312
 DE3312;                    North         East    Units  Estimated Accuracy
 DE3312;SPC SC       -   190,900.      544,940.      MT  (+/- 180 meters Scaled)
 DE3312
 DE3312                          SUPERSEDED SURVEY CONTROL
 DE3312
 DE3312.No superseded survey control is available for this station.
 DE3312
 DE3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT353127(NAD 83)
 DE3312_MARKER: DD = SURVEY DISK
 DE3312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3312_SP_SET: CONCRETE POST
 DE3312_STAMPING: 2 065 1992
 DE3312_MARK LOGO: SCGS  
 DE3312_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3312+STABILITY: SURFACE MOTION
 DE3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3312+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2000
 DE3312
 DE3312  HISTORY     - Date     Condition        Report By
 DE3312  HISTORY     - 1992     MONUMENTED       SCGS
 DE3312  HISTORY     - 20000918 GOOD             SCGS
 DE3312  HISTORY     - 20030825 MARK NOT FOUND   USPSQD
 DE3312
 DE3312                          STATION DESCRIPTION
 DE3312
 DE3312'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3312'STATION IS LOCATED 1.6 MILES (2.6 KM) EAST OF AIKEN.
 DE3312'OWNERSHIP--SCDHPT, RESIDENT CONSTRUCTION ENGINEERS OFFICE, 1693
 DE3312'RICHLAND EAST, AIKEN, SC 29801, PHONE 803-641-7660.
 DE3312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 78 AND STATE
 DE3312'HIGHWAY 4, 2.55 MILES (4.10 KM) EAST SOUTHEAST OF AIKEN, GO WEST
 DE3312'NORTHWEST ON HIGHWAY 78 FOR 1.0 MILE (1.6 KM) TO AN ENTRANCE DRIVEWAY
 DE3312'LEFT TO THE SCDHPT RESIDENT ENGINEERS OFFICE, TURN LEFT ON THE
 DE3312'DRIVEWAY TO THE STATION NEAR THE MAIN DOOR TO THE OFFICE BUILDING.
 DE3312'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH A
 DE3312'SIDEWALK, 2.8 FEET (0.9 M) EAST SOUTHEAST OF THE EAST EDGE OF THE
 DE3312'CURB IN FRONT OF THE BUILDING, 6.7 FEET (2.0 M) NORTH NORTHEAST OF
 DE3312'THE NORTHEAST EDGE OF A CONCRETE SIDEWALK LEADING TO THE RESIDENT
 DE3312'CONSTRUCTION ENGINEERS OFFICE, 7.1 FEET (2.2 M) WEST NORTHWEST OF THE
 DE3312'FRONT FACE OF THE BUILDING, 53.1 FEET (16.2 M) SOUTH SOUTHWEST OF A
 DE3312'3.0-FOOT LIVE OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 6.1
 DE3312'FEET (1.9 M) WEST OF A WATER FAUCET, 17.7 FEET (5.4 M) NORTHEAST OF A
 DE3312'WITNESS POST.
 DE3312'DESCRIBED BY T. HALL.
 DE3312
 DE3312                          STATION RECOVERY (2000)
 DE3312
 DE3312'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3312'STATION IS LOCATED IN AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3312'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3312'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3312'78 AND STATE HIGHWAY 4 IN AIKEN, GO WEST NORTHWEST ON HIGHWAY 78 FOR
 DE3312'1.0 MILE (1.6 KM) TO THE STATION NEAR THE NORTHWEST SIDE OF THE SCDOT
 DE3312'CONSTRUCTION OFFICE (UN-OCCUPIED) .  STATION IS A CONCRETE POST FLUSH
 DE3312'WITH THE GROUND AND LEVEL WITH THE SIDEWALK, 19.0 FEET (5.8 M) NORTH
 DE3312'OF THE WEST CORNER OF THE BUILDING, 22.4 FEET (6.8 M) SOUTHWEST OF THE
 DE3312'NORTH CORNER OF THE BUILDING, 6.9 FEET (2.1 M) EAST NORTHEAST OF THE
 DE3312'SOUTHEAST CORNER OF A PARKING LOT, 4.4 FEET (1.3 M) NORTH NORTHEAST OF
 DE3312'A SIDEWALK LEADING TO THE OFFICE, 17.6 FEET (5.4 M) NORTH NORTHEAST OF
 DE3312'A WITNESS POST.  RECOVERED BY D.L. BRECHLIN.
 DE3312
 DE3312                          STATION RECOVERY (2003)
 DE3312
 DE3312'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3312'BUILDING HAS BEEN ABANDONED. THE AREA IS FENCED AND LOCKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3296 ***********************************************************************
 DE3296  DESIGNATION -  2 066
 DE3296  PID         -  DE3296
 DE3296  STATE/COUNTY-  SC/AIKEN
 DE3296  USGS QUAD   -  AIKEN (1980)
 DE3296
 DE3296                         *CURRENT SURVEY CONTROL
 DE3296  ___________________________________________________________________
 DE3296* NAD 83(1986)-  33 33 36.     (N)    081 43 03.     (W)     SCALED    
 DE3296* NAVD 88     -       156.822  (meters)     514.51   (feet)  ADJUSTED  
 DE3296  ___________________________________________________________________
 DE3296  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DE3296  DYNAMIC HT  -         156.652 (meters)     513.95  (feet)  COMP
 DE3296  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 DE3296
 DE3296  VERT ORDER  -  FIRST     CLASS II
 DE3296
 DE3296.The horizontal coordinates were scaled from a topographic map and have
 DE3296.an estimated accuracy of +/- 6 seconds.
 DE3296
 DE3296.The orthometric height was determined by differential leveling
 DE3296.and adjusted by the National Geodetic Survey in April 1994..
 DE3296
 DE3296.The geoid height was determined by GEOID03.
 DE3296
 DE3296.The dynamic height is computed by dividing the NAVD 88
 DE3296.geopotential number by the normal gravity value computed on the
 DE3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3296.degrees latitude (g = 980.6199 gals.).
 DE3296
 DE3296.The modeled gravity was interpolated from observed gravity values.
 DE3296
 DE3296;                    North         East    Units  Estimated Accuracy
 DE3296;SPC SC       -   191,710.      542,990.      MT  (+/- 180 meters Scaled)
 DE3296
 DE3296                          SUPERSEDED SURVEY CONTROL
 DE3296
 DE3296.No superseded survey control is available for this station.
 DE3296
 DE3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT334136(NAD 83)
 DE3296_MARKER: DD = SURVEY DISK
 DE3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3296_SP_SET: CONCRETE POST
 DE3296_STAMPING: 2 066 1992
 DE3296_MARK LOGO: SCGS  
 DE3296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3296+STABILITY: SURFACE MOTION
 DE3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3296+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 DE3296
 DE3296  HISTORY     - Date     Condition        Report By
 DE3296  HISTORY     - 1992     MONUMENTED       SCGS
 DE3296  HISTORY     - 20000919 GOOD             SCGS
 DE3296  HISTORY     - 20021109 GOOD             USPSQD
 DE3296
 DE3296                          STATION DESCRIPTION
 DE3296
 DE3296'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3296'STATION IS LOCATED NEAR A 6.0-FOOT TALL GRANITE HIGHWAY MEMORIAL
 DE3296'MONUMENT IN THE GRASSY MEDIAN OF U.S. HIGHWAYS 1 AND 78 (RICHLAND
 DE3296'AVENUE SOUTHEAST) AT THE JUNCTION OF U.S. HIGHWAY 1 (YORK STREET
 DE3296'NORTHEAST) AND YORK STREET SOUTHEAST IN AIKEN OWNERSHIP--SCDHPT,
 DE3296'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3296'803-737-1350.
 DE3296'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3296'HIGHWAYS, 6.2 FEET (1.9 M) NORTH OF THE NORTHEAST CORNER OF THE
 DE3296'GRANITE MONUMENT, 20.4 FEET (6.2 M) EAST SOUTHEAST OF POWER POLE
 DE3296'NUMBER 38142 WITH AN ELECTRIC METER AND A CONTROL BOX ATTACHED, 20.5
 DE3296'FEET (6.2 M) NORTH NORTHWEST OF A 3.3-FOOT WATER OAK TREE WITH A SCGS
 DE3296'REFERENCE WASHER ATTACHED, 46.6 FEET (14.2 M) SOUTH SOUTHWEST OF THE
 DE3296'CENTER OF U.S. HIGHWAY 78 (RICHLAND AVENUE NORTHEAST), 20.5 FEET
 DE3296'(6.2 M) EAST SOUTHEAST OF A WITNESS POST.
 DE3296'DESCRIBED BY T. HALL.
 DE3296
 DE3296                          STATION RECOVERY (2000)
 DE3296
 DE3296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3296'STATION IS LOCATED NEAR A GRANITE MONUMENT FOR JEFFERSON DAVIS HIGHWAY
 DE3296'IN A GRASSY MEDIAN ON THE EAST SIDE OF THE EASTERN-MOST JUNCTION OF
 DE3296'U.S.  HIGHWAYS 78 (RICHLAND AVENUE SOUTHEAST/NORTHEAST) AND 1 (YORK
 DE3296'STREET NORTHEAST/SOUTHEAST) IN AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3296'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3296'803-737-1350.  STATION IS A CONCRETE POST RECESSED BLANK AND LEVEL
 DE3296'WITH THE JUNCTION, 6.3 FEET (1.9 M) NORTH OF THE NORTH CORNER OF THE
 DE3296'MONUMENT, 36.5 FEET (11.1 M) NORTH NORTHEAST OF THE CENTER OF THE
 DE3296'EASTBOUND LANES OF HIGHWAY 78, 49.8 FEET (15.2 M) SOUTH SOUTHWEST OF
 DE3296'THE WESTBOUND LANES OF HIGHWAY 1, 12.2 FEET (3.7 M) EAST NORTHEAST OF
 DE3296'THE NORTHEAST CORNER OF THE CONCRETE BASE OF A TRAFFIC CONTROL BOX,
 DE3296'21.0 FEET (6.4 M) EAST SOUTHEAST OF A WITNESS POST.  RECOVERED BY D.L.
 DE3296'BRECHLIN.
 DE3296
 DE3296                          STATION RECOVERY (2002)
 DE3296
 DE3296'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3310 ***********************************************************************
 DE3310  DESIGNATION -  2 067
 DE3310  PID         -  DE3310
 DE3310  STATE/COUNTY-  SC/AIKEN
 DE3310  USGS QUAD   -  AIKEN (1980)
 DE3310
 DE3310                         *CURRENT SURVEY CONTROL
 DE3310  ___________________________________________________________________
 DE3310* NAD 83(1986)-  33 33 20.     (N)    081 42 14.     (W)     SCALED    
 DE3310* NAVD 88     -       153.356  (meters)     503.14   (feet)  ADJUSTED  
 DE3310  ___________________________________________________________________
 DE3310  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DE3310  DYNAMIC HT  -         153.190 (meters)     502.59  (feet)  COMP
 DE3310  MODELED GRAV-     979,554.1   (mgal)                       NAVD 88
 DE3310
 DE3310  VERT ORDER  -  FIRST     CLASS II
 DE3310
 DE3310.The horizontal coordinates were scaled from a topographic map and have
 DE3310.an estimated accuracy of +/- 6 seconds.
 DE3310
 DE3310.The orthometric height was determined by differential leveling
 DE3310.and adjusted by the National Geodetic Survey in April 1994..
 DE3310
 DE3310.The geoid height was determined by GEOID03.
 DE3310
 DE3310.The dynamic height is computed by dividing the NAVD 88
 DE3310.geopotential number by the normal gravity value computed on the
 DE3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3310.degrees latitude (g = 980.6199 gals.).
 DE3310
 DE3310.The modeled gravity was interpolated from observed gravity values.
 DE3310
 DE3310;                    North         East    Units  Estimated Accuracy
 DE3310;SPC SC       -   191,210.      544,250.      MT  (+/- 180 meters Scaled)
 DE3310
 DE3310                          SUPERSEDED SURVEY CONTROL
 DE3310
 DE3310.No superseded survey control is available for this station.
 DE3310
 DE3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT346131(NAD 83)
 DE3310_MARKER: DD = SURVEY DISK
 DE3310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3310_SP_SET: CONCRETE POST
 DE3310_STAMPING: 2 067 1992
 DE3310_MARK LOGO: SCGS  
 DE3310_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3310+STABILITY: SURFACE MOTION
 DE3310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3310+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DE3310
 DE3310  HISTORY     - Date     Condition        Report By
 DE3310  HISTORY     - 1992     MONUMENTED       SCGS
 DE3310  HISTORY     - 20000919 GOOD             SCGS
 DE3310  HISTORY     - 20030825 GOOD             USPSQD
 DE3310
 DE3310                          STATION DESCRIPTION
 DE3310
 DE3310'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3310'STATION IS LOCATED IN A GRASSY MEDIAN BETWEEN THE LANES OF HIGHWAY 78
 DE3310'AT THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 (RICHLAND AVENUE NORTHEAST)
 DE3310', TRUCK 1 AND 78, STATE HIGHWAYS 118 AND TRUCK NORTH 19 (BEAUFORT
 DE3310'STREET NORTHEAST) AND STATE ROAD 671 (BEAUFORT STREET SOUTHEAST),
 DE3310'1.15 MILES (1.85 KM) EAST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3310'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3310'803-737-1350.
 DE3310'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3310'HIGHWAY, 13.5 FEET (4.1 M) WEST NORTHWEST OF A POWER POLE NUMBER
 DE3310'18024/165021, 25.2 FEET (7.7 M) EAST OF THE EASTERN MOST ONE OF TWO
 DE3310'METAL MANHOLE COVERS SET IN AN ASPHALT TURN AROUND LANE, 43.2 FEET
 DE3310'(13.2 M) SOUTH SOUTHWEST OF THE CENTER OF THE WESTBOUND LANES OF
 DE3310'HIGHWAY 78, 50.5 FEET (15.4 M) NORTH NORTHEAST OF THE CENTER OF THE
 DE3310'EASTBOUND LANES OF HIGHWAY 78, 12.9 FEET (3.9 M) WEST NORTHWEST OF A
 DE3310'WITNESS POST.
 DE3310'DESCRIBED BY T. HALL.
 DE3310
 DE3310                          STATION RECOVERY (2000)
 DE3310
 DE3310'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3310'STATION IS LOCATED NEAR A POWER POLE IN A GRASSY MEDIAN ON THE EAST
 DE3310'SIDE OF THE JUNCTION OF STATE HIGHWAY 118, STATE ROAD 671, U.S.
 DE3310'HIGHWAYS 1 TRUCK BY-PASS AND STATE HIGHWAY 19 BY-PASS (BEAUFORT STREET
 DE3310'SOUTHEAST/NORTHEAST) AND U.S.  HIGHWAY 78 (RICHLAND AVENUE NORTHEAST)
 DE3310', 1.8 MILES (2.9 KM) EAST SOUTHEAST OF AIKEN. OWNERSHIP--SCDOT,
 DE3310'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3310'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DE3310'LEVEL WITH THE JUNCTION, 42.8 FEET (13.0 M) SOUTH SOUTHWEST OF THE
 DE3310'CENTER OF THE WESTBOUND LANES OF HIGHWAY 78, 48.5 FEET (14.8 M) NORTH
 DE3310'NORTHEAST OF THE CENTER OF THE EASTBOUND LANES OF HIGHWAY 78, 65.9
 DE3310'FEET (20.1 M) EAST SOUTHEAST OF A TRAFFIC LIGHT GUY POLE WITH GUY
 DE3310'WIRE, 25.5 FEET (7.8 M) EAST OF THE CENTER OF THE EASTERN MOST OF TWO
 DE3310'MANHOLE COVERS, 13.7 FEET (4.2 M) WEST NORTHWEST OF THE POWER NUMBER
 DE3310'18024, 13.0 FEET (4.0 M) WEST NORTHWEST OF A WITNESS POST.  RECOVERED
 DE3310'BY D.L.  BRECHLIN.
 DE3310
 DE3310                          STATION RECOVERY (2003)
 DE3310
 DE3310'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3295 ***********************************************************************
 DE3295  DESIGNATION -  2 068
 DE3295  PID         -  DE3295
 DE3295  STATE/COUNTY-  SC/AIKEN
 DE3295  USGS QUAD   -  AIKEN (1980)
 DE3295
 DE3295                         *CURRENT SURVEY CONTROL
 DE3295  ___________________________________________________________________
 DE3295* NAD 83(1986)-  33 34 05.     (N)    081 42 51.     (W)     SCALED    
 DE3295* NAVD 88     -       160.314  (meters)     525.96   (feet)  ADJUSTED  
 DE3295  ___________________________________________________________________
 DE3295  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DE3295  DYNAMIC HT  -         160.140 (meters)     525.39  (feet)  COMP
 DE3295  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DE3295
 DE3295  VERT ORDER  -  FIRST     CLASS II
 DE3295
 DE3295.The horizontal coordinates were scaled from a topographic map and have
 DE3295.an estimated accuracy of +/- 6 seconds.
 DE3295
 DE3295.The orthometric height was determined by differential leveling
 DE3295.and adjusted by the National Geodetic Survey in April 1994..
 DE3295
 DE3295.The geoid height was determined by GEOID03.
 DE3295
 DE3295.The dynamic height is computed by dividing the NAVD 88
 DE3295.geopotential number by the normal gravity value computed on the
 DE3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3295.degrees latitude (g = 980.6199 gals.).
 DE3295
 DE3295.The modeled gravity was interpolated from observed gravity values.
 DE3295
 DE3295;                    North         East    Units  Estimated Accuracy
 DE3295;SPC SC       -   192,600.      543,300.      MT  (+/- 180 meters Scaled)
 DE3295
 DE3295                          SUPERSEDED SURVEY CONTROL
 DE3295
 DE3295.No superseded survey control is available for this station.
 DE3295
 DE3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT337144(NAD 83)
 DE3295_MARKER: DD = SURVEY DISK
 DE3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3295_SP_SET: CONCRETE POST
 DE3295_STAMPING: 2 068 1992
 DE3295_MARK LOGO: SCGS  
 DE3295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3295+STABILITY: SURFACE MOTION
 DE3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3295+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2000
 DE3295
 DE3295  HISTORY     - Date     Condition        Report By
 DE3295  HISTORY     - 1992     MONUMENTED       SCGS
 DE3295  HISTORY     - 20001213 GOOD             SCGS
 DE3295  HISTORY     - 20021109 GOOD             USPSQD
 DE3295
 DE3295                          STATION DESCRIPTION
 DE3295
 DE3295'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3295'STATION IS LOCATED 0.85 MILES (1.37 KM) NORTHEAST OF AIKEN,
 DE3295'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3295'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3295'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 78 (RICHLAND
 DE3295'AVENUE SOUTHEAST), 1 (YORK STREET NORTHEAST), AND YORK STREET
 DE3295'SOUTHEAST IN AIKEN, GO NORTH NORTHEAST ON HIGHWAY 1 FOR 0.55 MILE
 DE3295'(0.89 KM) TO HAMPTON AVENUE NORTHEAST AND THE STATION IN THE
 DE3295'NORTHWEST ANGLE.
 DE3295'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3295'HIGHWAY, 8.3 FEET (2.5 M) NORTH NORTHEAST OF THE NORTH EDGE OF A
 DE3295'SIDEWALK OF HAMPTON AVENUE NORTHEAST, 14.6 FEET (4.5 M) SOUTHWEST OF
 DE3295'A METAL TEXACO SIGN POST, 30.9 FEET (9.4 M) NORTHEAST OF A TALL POWER
 DE3295'POLE NUMBER 252823 WITH SEVEN GUY WIRES, TWO SECURITY LIGHTS AND A
 DE3295'STREET LIGHT ATTACHED, 12.7 FEET (3.9 M) WEST NORTHWEST OF THE WEST
 DE3295'EDGE OF A SIDEWAWLK ON THE WEST SIDE OF THE HIGHWAY, 94.2 FEET
 DE3295'(28.7 M) SOUTH OF THE SOUTH CORNER OF A BRICK CONVENIENCE STORE-GAS
 DE3295'STATION, 30.9 FEET (9.4 M) NORTHEAST OF A WITNESS POST.
 DE3295'DESCRIBED BY T. HALL.
 DE3295
 DE3295                          STATION RECOVERY (2000)
 DE3295
 DE3295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3295'STATION IS LOCATED 0.6 MILE (1.0 KM) NORTH NORTHEAST OF AIKEN.
 DE3295'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3295'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3295'JUNCTION OF U.S.  HIGHWAYS 1 (YORK STREET NORTHEAST/SOUTHEAST) AND 78
 DE3295'(RICHLAND AVENUE SOUTHEAST/NORTHEAST) IN AIKEN, GO NORTH NORTHEAST ON
 DE3295'HIGHWAY 1 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE LEFT NEAR A
 DE3295'POWER POLE IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 80
 DE3295'(HAMPTON AVENUE NORTHEAST) .  STATION IS A CONCRETE POST FLUSH WITH
 DE3295'THE GROUND AND LEVEL WITH THE HIGHWAY, 7.8 FEET (2.4 M) NORTH
 DE3295'NORTHEAST OF THE NORTH EDGE OF A SIDEWALK ALONG ROAD 80, 13.6 FEET
 DE3295'(4.1 M) NORTHEAST OF THE POWER POLE NUMBER 252823 WITH SIX GUY WIRES,
 DE3295'SECURITY LIGHT AND STREET LIGHT, 13.0 FEET (4.0 M) WEST NORTHWEST OF
 DE3295'THE WEST EDGE OF A SIDEWALK ALONG HIGHWAY, 94.2 FEET (28.7 M) SOUTH OF
 DE3295'THE SOUTH CORNER OF A BRICK BUILDING, 13.6 FEET (4.1 M) NORTHEAST OF A
 DE3295'WITNESS POST.  RECOVERED BY M.J. UGGIANO.
 DE3295
 DE3295                          STATION RECOVERY (2002)
 DE3295
 DE3295'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3294 ***********************************************************************
 DE3294  DESIGNATION -  2 069
 DE3294  PID         -  DE3294
 DE3294  STATE/COUNTY-  SC/AIKEN
 DE3294  USGS QUAD   -  AIKEN (1980)
 DE3294
 DE3294                         *CURRENT SURVEY CONTROL
 DE3294  ___________________________________________________________________
 DE3294* NAD 83(2001)-  33 34 18.98082(N)    081 42 25.27444(W)     ADJUSTED  
 DE3294* NAVD 88     -       161.667  (meters)     530.40   (feet)  ADJUSTED  
 DE3294  ___________________________________________________________________
 DE3294  X           -     767,296.855 (meters)                     COMP
 DE3294  Y           -  -5,264,144.338 (meters)                     COMP
 DE3294  Z           -   3,507,057.629 (meters)                     COMP
 DE3294  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DE3294  ELLIP HEIGHT-         131.08  (meters)          (03/13/03) GPS OBS
 DE3294  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3294  DYNAMIC HT  -         161.492 (meters)     529.83  (feet)  COMP
 DE3294  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DE3294
 DE3294  HORZ ORDER  -  FIRST
 DE3294  VERT ORDER  -  FIRST     CLASS II
 DE3294  ELLP ORDER  -  FOURTH    CLASS II
 DE3294
 DE3294.The horizontal coordinates were established by GPS observations
 DE3294.and adjusted by the National Geodetic Survey in March 2003..
 DE3294
 DE3294.The orthometric height was determined by differential leveling
 DE3294.and adjusted by the National Geodetic Survey in April 1994..
 DE3294
 DE3294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3294
 DE3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3294
 DE3294.The ellipsoidal height was determined by GPS observations
 DE3294.and is referenced to NAD 83.
 DE3294
 DE3294.The geoid height was determined by GEOID03.
 DE3294
 DE3294.The dynamic height is computed by dividing the NAVD 88
 DE3294.geopotential number by the normal gravity value computed on the
 DE3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3294.degrees latitude (g = 980.6199 gals.).
 DE3294
 DE3294.The modeled gravity was interpolated from observed gravity values.
 DE3294
 DE3294;                    North         East     Units Scale Factor Converg.
 DE3294;SPC SC       -   193,029.219   543,970.198   MT  0.99979509   -0 23 31.1
 DE3294;SPC SC       -   633,297.96  1,784,679.13   iFT  0.99979509   -0 23 31.1
 DE3294;UTM  17      - 3,714,918.973   434,381.841   MT  0.99965308   -0 23 27.5
 DE3294
 DE3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3294!SPC SC       -   0.99997942  x   0.99979509  =   0.99977452
 DE3294!UTM  17      -   0.99997942  x   0.99965308  =   0.99963251
 DE3294
 DE3294                          SUPERSEDED SURVEY CONTROL
 DE3294
 DE3294  NAD 83(1986)-  33 34 18.98864(N)    081 42 25.26944(W) AD(       ) 1
 DE3294  NAD 83(1995)-  33 34 18.98100(N)    081 42 25.27358(W) AD(       ) 1
 DE3294  ELLIP H (11/18/02)  131.15   (m)                       GP(       ) 4 2
 DE3294  NAVD 88 (11/18/02)  161.67   (m)          530.4    (f) LEVELING    3  
 DE3294
 DE3294.Superseded values are not recommended for survey control.
 DE3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3294.See file dsdata.txt to determine how the superseded data were derived.
 DE3294
 DE3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3438214919(NAD 83)
 DE3294_MARKER: DD = SURVEY DISK
 DE3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3294_SP_SET: CONCRETE POST
 DE3294_STAMPING: 2 069 1992
 DE3294_MARK LOGO: SCGS  
 DE3294_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3294+STABILITY: SURFACE MOTION
 DE3294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3294+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2000
 DE3294
 DE3294  HISTORY     - Date     Condition        Report By
 DE3294  HISTORY     - 1992     MONUMENTED       SCGS
 DE3294  HISTORY     - 20000920 GOOD             SCGS
 DE3294  HISTORY     - 20001215 GOOD             SCGS
 DE3294  HISTORY     - 20021109 GOOD             USPSQD
 DE3294
 DE3294                          STATION DESCRIPTION
 DE3294
 DE3294'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3294'STATION IS LOCATED 1.25 MILES (2.01 KM) NORTHEAST OF AIKEN,
 DE3294'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3294'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3294'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118 (RUTLAND
 DE3294'DRIVE NORTHEAST), TRUCK 19 NORTH, U.S. HIGHWAY 1 (YORK STREET
 DE3294'NORTHEAST), TRUCK 1 AND 78 (RUTLAND DRIVE NORTHEAST), 1.65 MILES
 DE3294'(2.66 KM) NORTHEAST OF AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 1 FOR 0.4
 DE3294'MILE (0.6 KM) TO AN ENTRANCE DRIVEWAY RIGHT TO THE STROM THURMOND
 DE3294'VOCATIONAL REHABILITATION CENTER AND THE STATION NEAR A POWER POLE IN
 DE3294'THE NORTHWEST ANGLE.
 DE3294'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET
 DE3294'(0.5 M) ABOVE THE HIGHWAY, 35.7 FEET (10.9 M) SOUTHWEST OF THE CENTER
 DE3294'OF THE HIGHWAY, 3.3 FEET (1.0 M) NORTH OF THE POWER POLE NUMBER
 DE3294'270964 WITH ONE GUY WIRE, 61.8 FEET (18.8 M) SOUTHEAST OF A 4.0-FOOT
 DE3294'SYCAMORE TREE, 12.9 FEET (3.9 M) EAST NORTHEAST OF THE GUY WIRE
 DE3294'ANCHOR, 3.8 FEET (1.2 M) NORTHWEST OF THE NORTHWEST EDGE OF A
 DE3294'SIDEWALK OF THE HIGHWAY, 3.0 FEET (0.9 M) NORTH NORTHWEST OF A
 DE3294'WITNESS POST.
 DE3294'DESCRIBED BY T. HALL.
 DE3294
 DE3294                          STATION RECOVERY (2000)
 DE3294
 DE3294'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3294'STATION IS LOCATED IN AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3294'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3294'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3294'1 (YORK STREET NORTHEAST) AND STATE HIGHWAY 118, U.S. HIGHWAY 1 TRUCK
 DE3294'BY-PASS, U.S.  HIGHWAY 78 TRUCK BY-PASS (RUTLAND DRIVE NORTHEAST) IN
 DE3294'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 1 FOR 0.6 MILE (1.0 KM) TO THE
 DE3294'STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE PAVED ENTRANCE TO
 DE3294'THE SOUTH CAROLINA VOCATIONAL REHABILITATION CENTER AIKEN.  STATION IS
 DE3294'A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 3.0 FEET (0.9 M)
 DE3294'ABOVE THE HIGHWAY, 4.0 FEET (1.2 M) NORTH NORTHWEST OF THE NORTHWEST
 DE3294'EDGE OF THE HIGHWAY SIDEWALK, 33.4 FEET (10.2 M) WEST SOUTHWEST OF THE
 DE3294'CENTER OF THE ENTRANCE DRIVE, 61.3 FEET (18.7 M) SOUTHEAST OF A
 DE3294'2.0-FOOT SYCAMORE TREE, 2.8 FEET (0.9 M) NORTH OF A WITNESS POST.
 DE3294'RECOVERED BY D.L.  BRECHLIN.
 DE3294
 DE3294                          STATION RECOVERY (2000)
 DE3294
 DE3294'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3294'STATION IS LOCATED 1.1 MILES (1.8 KM) NORTHEAST OF AIKEN.
 DE3294'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3294'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3294'JUNCTION OF U.S.  HIGHWAY 1 (YORK STREET NORTHEAST) , STATE HIGHWAY
 DE3294'118 (RUTLAND DRIVE NORTHEAST) , TRUCK ROUTE U.S.  HIGHWAYS 1/78 AND
 DE3294'TRUCK ROUTE 19 (RUTLAND DRIVE NORTHWEST) , 1.4 MILES (2.3 KM)
 DE3294'NORTHEAST OF AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 1 FOR 0.4 MILE (0.6
 DE3294'KM) TO THE STATION ON THE RIGHT ON A GRASSY BANK IN THE WEST ANGLE OF
 DE3294'A DRIVEWAY RIGHT TO THE SOUTH CAROLINA VOCATIONAL REHABILITATION
 DE3294'DEPARTMENT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5
 DE3294'FEET (0.5 M) ABOVE THE HIGHWAY, 3.8 FEET (1.2 M) NORTHWEST OF THE
 DE3294'NORTHWEST EDGE OF A SIDEWALK, 35.2 FEET (10.7 M) WEST SOUTHWEST OF THE
 DE3294'CENTER OF THE DRIVEWAY, 92.3 FEET (28.1 M) SOUTHWEST OF THE SOUTH
 DE3294'CORNER OF A BRICK SIGN (VOCATIONAL REHAB DEPARTMENT) , 61.6 FEET (18.8
 DE3294'M) SOUTHEAST OF A 4.3-FOOT SWEETGUM TREE, 2.6 FEET (0.8 M) NORTH
 DE3294'NORTHWEST OF A WITNESS POST.  RECOVERED BY T.  HALL.
 DE3294
 DE3294                          STATION RECOVERY (2002)
 DE3294
 DE3294'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3285 ***********************************************************************
 DE3285  DESIGNATION -  2 070
 DE3285  PID         -  DE3285
 DE3285  STATE/COUNTY-  SC/AIKEN
 DE3285  USGS QUAD   -  AIKEN (1980)
 DE3285
 DE3285                         *CURRENT SURVEY CONTROL
 DE3285  ___________________________________________________________________
 DE3285* NAD 83(1986)-  33 34 36.     (N)    081 42 11.     (W)     SCALED    
 DE3285* NAVD 88     -       159.194  (meters)     522.29   (feet)  ADJUSTED  
 DE3285  ___________________________________________________________________
 DE3285  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3285  DYNAMIC HT  -         159.022 (meters)     521.72  (feet)  COMP
 DE3285  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 DE3285
 DE3285  VERT ORDER  -  FIRST     CLASS II
 DE3285
 DE3285.The horizontal coordinates were scaled from a topographic map and have
 DE3285.an estimated accuracy of +/- 6 seconds.
 DE3285
 DE3285.The orthometric height was determined by differential leveling
 DE3285.and adjusted by the National Geodetic Survey in April 1994..
 DE3285
 DE3285.The geoid height was determined by GEOID03.
 DE3285
 DE3285.The dynamic height is computed by dividing the NAVD 88
 DE3285.geopotential number by the normal gravity value computed on the
 DE3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3285.degrees latitude (g = 980.6199 gals.).
 DE3285
 DE3285.The modeled gravity was interpolated from observed gravity values.
 DE3285
 DE3285;                    North         East    Units  Estimated Accuracy
 DE3285;SPC SC       -   193,550.      544,340.      MT  (+/- 180 meters Scaled)
 DE3285
 DE3285                          SUPERSEDED SURVEY CONTROL
 DE3285
 DE3285.No superseded survey control is available for this station.
 DE3285
 DE3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT347154(NAD 83)
 DE3285_MARKER: DD = SURVEY DISK
 DE3285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3285_SP_SET: CONCRETE POST
 DE3285_STAMPING: 2 070 1992
 DE3285_MARK LOGO: SCGS  
 DE3285_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3285+STABILITY: SURFACE MOTION
 DE3285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3285+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2000
 DE3285
 DE3285  HISTORY     - Date     Condition        Report By
 DE3285  HISTORY     - 1992     MONUMENTED       SCGS
 DE3285  HISTORY     - 20001215 GOOD             SCGS
 DE3285  HISTORY     - 20021109 GOOD             USPSQD
 DE3285
 DE3285                          STATION DESCRIPTION
 DE3285
 DE3285'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3285'STATION IS LOCATED NEAR A CONCRETE PAD AND DRAIN GATE IN THE NORTHEAST
 DE3285'ANGLE OF A SPEEDWAY GAS-STARVIN MARVIN CONVENIENCE STORE AT THE
 DE3285'JUNCTION OF STATE HIGHWAYS 118, TRUCK 19 NORTH (RUTLAND DRIVE
 DE3285'NORTHEAST), U.S. HIGHWAYS 1 (YORK STREET NORTHEAST), TRUCK 1 AND 78
 DE3285'(RUTLAND DRIVE NORTHEAST), 1.65 MILES (2.66 KM) NORTHEAST OF AIKEN,
 DE3285'OWNERSHIP-- SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3285'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3285'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3285'(15.2 CM) ABOVE THE HIGHWAYS,1.5 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 DE3285'OF THE METAL GRATE, 2.2 FEET (0.7 M) WEST OF THE SOUTH EDGE OF THE
 DE3285'METAL GRATE, 14.0 FEET (4.3 M) EAST NORTHEAST OF POWER POLE NUMBER
 DE3285'228925 WITH TWO GUY WIRES, A STREET LAMP AND A RACK OF TRANSFORMERS
 DE3285'ATTACHED, 11.3 FEET (3.4 M) NORTH OF THE GUY WIRE ANCHOR, 21.8 FEET
 DE3285'(6.6 M) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF THE SIGN POST FOR
 DE3285'THE STORE, 14.4 FEET (4.4 M) EAST NORTHEAST OF A WITNESS POST.
 DE3285'RECOVERED BY T. HALL.
 DE3285
 DE3285                          STATION RECOVERY (2000)
 DE3285
 DE3285'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3285'STATION IS LOCATED NEAR A METAL GRATE COVER IN THE NORTHEAST ANGLE OF
 DE3285'THE JUNCTION OF U.S.  HIGHWAY 1 (YORK STREET NORTHEAST) , STATE
 DE3285'HIGHWAY 118 (RUTLAND DRIVE NORTHEAST) , TRUCK ROUTE U.S.  HIGHWAYS
 DE3285'1/78 AND TRUCK ROUTE 19 (RUTLAND DRIVE NORTHWEST) , 1.4 MILES (2.3 KM)
 DE3285'NORTHEAST OF AIKEN.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 DE3285'AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 2.4 FEET (0.7 M) SOUTH
 DE3285'SOUTHEAST OF THE SOUTHWEST CORNER OF THE METAL STORM GRATE, 20.2 FEET
 DE3285'(6.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A
 DE3285'SIGN POST FOR THE SPEEDWAY GAS STATION, 14.4 FEET (4.4 M) NORTHEAST OF
 DE3285'A POWER POLE NUMBER 228925 WITH TWO GUY WIRES AND A STREET LAMP, 16.7
 DE3285'FEET (5.1 M) NORTH OF THE NORTH EDGE OF THE CONCRETE CURB OF HIGHWAY
 DE3285'118, 14.9 FEET (4.5 M) NORTHEAST OF A WITNESS POST.  RECOVERED BY T.
 DE3285'HALL.
 DE3285
 DE3285                          STATION RECOVERY (2002)
 DE3285
 DE3285'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3286 ***********************************************************************
 DE3286  DESIGNATION -  2 071
 DE3286  PID         -  DE3286
 DE3286  STATE/COUNTY-  SC/AIKEN
 DE3286  USGS QUAD   -  AIKEN (1980)
 DE3286
 DE3286                         *CURRENT SURVEY CONTROL
 DE3286  ___________________________________________________________________
 DE3286* NAD 83(1986)-  33 34 49.     (N)    081 43 10.     (W)     SCALED    
 DE3286* NAVD 88     -       162.191  (meters)     532.12   (feet)  ADJUSTED  
 DE3286  ___________________________________________________________________
 DE3286  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DE3286  DYNAMIC HT  -         162.016 (meters)     531.55  (feet)  COMP
 DE3286  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DE3286
 DE3286  VERT ORDER  -  FIRST     CLASS II
 DE3286
 DE3286.The horizontal coordinates were scaled from a topographic map and have
 DE3286.an estimated accuracy of +/- 6 seconds.
 DE3286
 DE3286.The orthometric height was determined by differential leveling
 DE3286.and adjusted by the National Geodetic Survey in April 1994..
 DE3286
 DE3286.The geoid height was determined by GEOID03.
 DE3286
 DE3286.The dynamic height is computed by dividing the NAVD 88
 DE3286.geopotential number by the normal gravity value computed on the
 DE3286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3286.degrees latitude (g = 980.6199 gals.).
 DE3286
 DE3286.The modeled gravity was interpolated from observed gravity values.
 DE3286
 DE3286;                    North         East    Units  Estimated Accuracy
 DE3286;SPC SC       -   193,960.      542,820.      MT  (+/- 180 meters Scaled)
 DE3286
 DE3286                          SUPERSEDED SURVEY CONTROL
 DE3286
 DE3286.No superseded survey control is available for this station.
 DE3286
 DE3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT332158(NAD 83)
 DE3286_MARKER: DD = SURVEY DISK
 DE3286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3286_SP_SET: CONCRETE POST
 DE3286_STAMPING: 2 071 1992
 DE3286_MARK LOGO: SCGS  
 DE3286_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3286+STABILITY: SURFACE MOTION
 DE3286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3286+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2000
 DE3286
 DE3286  HISTORY     - Date     Condition        Report By
 DE3286  HISTORY     - 1992     MONUMENTED       SCGS
 DE3286  HISTORY     - 20001213 GOOD             SCGS
 DE3286  HISTORY     - 20021109 GOOD             USPSQD
 DE3286
 DE3286                          STATION DESCRIPTION
 DE3286
 DE3286'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3286'STATION IS LOCATED NEAR A POWER LINE STUB POLE IN THE NORTHEAST ANGLE
 DE3286'OF THE JUNCTION OF U.S. HIGHWAYS TRUCK 1 AND 78 (RUTLAND DRIVE) AND
 DE3286'STATE HIGHWAYS 19 (LAUREN STREET NORTHWEST) AND 118 (RUTLAND DRIVE
 DE3286'NORTHWEST), 1.4 MILES (2.3 KM) NORTH OF AIKEN. OWNERSHIP--SCDHPT,
 DE3286'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3286'803-737-1350.
 DE3286'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 DE3286'THE HIGHWAYS, 37.2 FEET (11.3 M) EAST OF THE CENTER OF HIGHWAYS 1 AND
 DE3286'78 TRUCK, 3.8 FEET (1.2 M) EAST OF THE POWER LINE STUB POLE, 25.4
 DE3286'FEET (7.7 M) SOUTHEAST OF POWER POLE NUMBER C-21309 WITH ONE
 DE3286'TRANSFORMER AND A STREET LIGHT ATTACHED, 4.0 FEET (1.2 M) WEST OF A
 DE3286'GUY WIRE ANCHOR, 54.2 FEET (16.5 M) EAST OF THE CENTER OF HIGHWAY 19,
 DE3286'3.9 FEET (1.2 M) EAST OF A WITNESS POST.
 DE3286'DESCRIBED BY T. HALL.
 DE3286
 DE3286                          STATION RECOVERY (2000)
 DE3286
 DE3286'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3286'STATION IS LOCATED NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE
 DE3286'JUNCTION OF STATE HIGHWAYS 19 (LAUREN STREET NORTHWEST) , 118 (RUTLAND
 DE3286'DRIVE NORTHWEST) AND U.S.  HIGHWAYS TRUCK ROUTE 1 AND 78 (RUTLAND
 DE3286'DRIVE) AND TRUCK ROUTE STATE HIGHWAY 19, 1.4 MILES (2.3 KM) NORTH OF
 DE3286'AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3286'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 DE3286'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 23.7 FEET (7.2 M)
 DE3286'EAST OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 16.5 FEET
 DE3286'(5.0 M) SOUTHEAST OF THE POWER POLE C-21309 WITH TRANSFORMER AND
 DE3286'STREET LIGHT, 55.5 FEET (16.9 M) EAST OF THE CENTER OF HIGHWAY 19, 9.5
 DE3286'FEET (2.9 M) NORTHEAST OF THE NORTHEAST EDGE OF THE CURB AT THE
 DE3286'JUNCTION, 3.9 FEET (1.2 M) EAST OF A WITNESS POST. RECOVERED BY M.J.
 DE3286'UGGIANO.
 DE3286
 DE3286                          STATION RECOVERY (2002)
 DE3286
 DE3286'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3288 ***********************************************************************
 DE3288  DESIGNATION -  2 072
 DE3288  PID         -  DE3288
 DE3288  STATE/COUNTY-  SC/AIKEN
 DE3288  USGS QUAD   -  AIKEN (1980)
 DE3288
 DE3288                         *CURRENT SURVEY CONTROL
 DE3288  ___________________________________________________________________
 DE3288* NAD 83(1986)-  33 35 17.     (N)    081 44 03.     (W)     SCALED    
 DE3288* NAVD 88     -       145.269  (meters)     476.60   (feet)  ADJUSTED  
 DE3288  ___________________________________________________________________
 DE3288  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DE3288  DYNAMIC HT  -         145.112 (meters)     476.09  (feet)  COMP
 DE3288  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 DE3288
 DE3288  VERT ORDER  -  FIRST     CLASS II
 DE3288
 DE3288.The horizontal coordinates were scaled from a topographic map and have
 DE3288.an estimated accuracy of +/- 6 seconds.
 DE3288
 DE3288.The orthometric height was determined by differential leveling
 DE3288.and adjusted by the National Geodetic Survey in April 1994..
 DE3288
 DE3288.The geoid height was determined by GEOID03.
 DE3288
 DE3288.The dynamic height is computed by dividing the NAVD 88
 DE3288.geopotential number by the normal gravity value computed on the
 DE3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3288.degrees latitude (g = 980.6199 gals.).
 DE3288
 DE3288.The modeled gravity was interpolated from observed gravity values.
 DE3288
 DE3288;                    North         East    Units  Estimated Accuracy
 DE3288;SPC SC       -   194,830.      541,460.      MT  (+/- 180 meters Scaled)
 DE3288
 DE3288                          SUPERSEDED SURVEY CONTROL
 DE3288
 DE3288.No superseded survey control is available for this station.
 DE3288
 DE3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT318167(NAD 83)
 DE3288_MARKER: DD = SURVEY DISK
 DE3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3288_SP_SET: CONCRETE POST
 DE3288_STAMPING: 2 072 1992
 DE3288_MARK LOGO: SCGS  
 DE3288_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3288+STABILITY: SURFACE MOTION
 DE3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3288+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2000
 DE3288
 DE3288  HISTORY     - Date     Condition        Report By
 DE3288  HISTORY     - 1992     MONUMENTED       SCGS
 DE3288  HISTORY     - 20001213 GOOD             SCGS
 DE3288  HISTORY     - 20021109 GOOD             USPSQD
 DE3288
 DE3288                          STATION DESCRIPTION
 DE3288
 DE3288'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3288'THE STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH NORTHWEST OF AIKEN.
 DE3288'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3288'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (LAUREN
 DE3288'STREET NORTHWEST) AND 118 (RUTLAND DRIVE NORTHWEST) AND U.S. HIGHWAYS
 DE3288'TRUCK 1 AND 78 (RUTLAND DRIVE), 1.4 MILES (2.3 KM) NORTH OF AIKEN, GO
 DE3288'WEST ON HIGHWAY 118 FOR 1.0 MILE (1.6 KM) TO THE STATION NEAR A POWER
 DE3288'POLE IN THE NORTH ANGLE OF A PAVED ROAD RIGHT (ARBOR COURT).
 DE3288'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3288'(15.2 CM) ABOVE THE HIGHWAY, 46.4 FEET (14.1 M) NORTH NORTHEAST OF
 DE3288'THE CENTER OF THE HIGHWAY, 31.0 FEET (9.4 M) NORTHWEST OF THE CENTER
 DE3288'OF ARBOR COURT, 5.1 FEET (1.6 M) SOUTH OF THE POWER POLE NUMBER
 DE3288'329449 WITH FIVE GUY WIRES, 12.0 FEET (3.7 M) NORTH OF THE CENTER OF
 DE3288'A METAL SEWER COVER, 14.0 FEET (4.3 M) WEST SOUTHWEST OF THE CENTER
 DE3288'OF A METAL GAS METER COVER, 9.1 FEET (2.8 M) EAST NORTHEAST OF A
 DE3288'WITNESS POST.
 DE3288'DESCRIBED BY T. HALL.
 DE3288
 DE3288                          STATION RECOVERY (2000)
 DE3288
 DE3288'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3288'STATION IS LOCATED 2.1 MILES (3.4 KM) NORTH NORTHWEST OF AIKEN.
 DE3288'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3288'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3288'JUNCTION OF STATE HIGHWAYS 19 (LAUREN STREET NORTHWEST) , 118 (RUTLAND
 DE3288'DRIVE NORTHWEST) AND U.S.  HIGHWAYS TRUCK ROUTE 1 AND 78 (RUTLAND
 DE3288'DRIVE) AND TRUCK ROUTE STATE HIGHWAY 19, 1.4 MILES (2.3 KM) NORTH OF
 DE3288'AIKEN, GO WEST NORTHWEST ON HIGHWAY 118 FOR 1.0 MILE (1.6 KM) TO THE
 DE3288'STATION ON THE RIGHT NEAR A POWER POLE IN THE NORTH ANGLE OF A PAVED
 DE3288'RIGHT (ARBOR COURT) .  STATION IS A CONCRETE POST FLUSH WITH THE
 DE3288'GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 47.0 FEET (14.3 M)
 DE3288'NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 30.8 FEET (9.4 M)
 DE3288'NORTHWEST OF THE CENTER OF ARBOR COURT, 5.3 FEET (1.6 M) SOUTH OF THE
 DE3288'POWER POLE NUMBER 329449 WITH FIVE GUY WIRES, 12.0 FEET (3.7 M) NORTH
 DE3288'OF A MANHOLE COVER, 14.3 FEET (4.4 M) WEST SOUTHWEST OF THE CENTER OF
 DE3288'A GAS METER COVER, 9.2 FEET (2.8 M) EAST NORTHEAST OF A WITNESS POST.
 DE3288'RECOVERED BY M.J.  UGGIANO.
 DE3288
 DE3288                          STATION RECOVERY (2002)
 DE3288
 DE3288'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3290 ***********************************************************************
 DE3290  DESIGNATION -  2 073
 DE3290  PID         -  DE3290
 DE3290  STATE/COUNTY-  SC/AIKEN
 DE3290  USGS QUAD   -  GRANITEVILLE (1980)
 DE3290
 DE3290                         *CURRENT SURVEY CONTROL
 DE3290  ___________________________________________________________________
 DE3290* NAD 83(1986)-  33 35 20.     (N)    081 45 14.     (W)     SCALED    
 DE3290* NAVD 88     -        99.446  (meters)     326.27   (feet)  ADJUSTED  
 DE3290  ___________________________________________________________________
 DE3290  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DE3290  DYNAMIC HT  -          99.339 (meters)     325.91  (feet)  COMP
 DE3290  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 DE3290
 DE3290  VERT ORDER  -  FIRST     CLASS II
 DE3290
 DE3290.The horizontal coordinates were scaled from a topographic map and have
 DE3290.an estimated accuracy of +/- 6 seconds.
 DE3290
 DE3290.The orthometric height was determined by differential leveling
 DE3290.and adjusted by the National Geodetic Survey in April 1994..
 DE3290
 DE3290.The geoid height was determined by GEOID03.
 DE3290
 DE3290.The dynamic height is computed by dividing the NAVD 88
 DE3290.geopotential number by the normal gravity value computed on the
 DE3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3290.degrees latitude (g = 980.6199 gals.).
 DE3290
 DE3290.The modeled gravity was interpolated from observed gravity values.
 DE3290
 DE3290;                    North         East    Units  Estimated Accuracy
 DE3290;SPC SC       -   194,940.      539,630.      MT  (+/- 180 meters Scaled)
 DE3290
 DE3290                          SUPERSEDED SURVEY CONTROL
 DE3290
 DE3290.No superseded survey control is available for this station.
 DE3290
 DE3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT300168(NAD 83)
 DE3290_MARKER: DD = SURVEY DISK
 DE3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3290_SP_SET: CONCRETE POST
 DE3290_STAMPING: 2 073 1992
 DE3290_MARK LOGO: SCGS  
 DE3290_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3290+STABILITY: SURFACE MOTION
 DE3290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3290+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 DE3290
 DE3290  HISTORY     - Date     Condition        Report By
 DE3290  HISTORY     - 1992     MONUMENTED       SCGS
 DE3290  HISTORY     - 20001213 GOOD             SCGS
 DE3290  HISTORY     - 20030922 GOOD             USPSQD
 DE3290
 DE3290                          STATION DESCRIPTION
 DE3290
 DE3290'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3290'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHWEST OF AIKEN, 3.55 MILES
 DE3290'(5.71 KM) NORTHEAST OF GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3290'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3290'803-737-1350.
 DE3290'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (LAUREN
 DE3290'STREET NORTHWEST) AND 118 (RUTLAND DRIVE NORTHWEST) AND U.S. HIGHWAYS
 DE3290'TRUCK 1 AND 78 (RUTLAND DRIVE), 1.4 MILES (2.3 KM) NORTH OF AIKEN, GO
 DE3290'WEST ON HIGHWAYS 118 AND TRUCK 1 AND 78 FOR 2.15 MILES (3.46 KM) TO
 DE3290'VAUCLUSE ROAD AND THE STATION NEAR TWO POWER POLES IN THE NORTH
 DE3290'ANGLE.
 DE3290'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5-FOOT BELOW
 DE3290'THE HIGHWAY, 33.0 FEET (10.1 M) NORTHWEST OF THE CENTER OF THE
 DE3290'HIGHWAY, 37.4 FEET (11.4 M) NORTH NORTHEAST OF THE CENTER OF VAUCLUSE
 DE3290'ROAD, 3.9 FEET (1.2 M) SOUTH SOUTHWEST OF POWER POLE NUMBER 257145
 DE3290'WITH ONE GUY WIRE, 4.7 FEET (1.4 M) EAST NORTHEAST OF A TRAFFIC
 DE3290'SIGNAL SUPPORT POLE WITH A SCGS REFERENCE WASHER ATTACHED, 28.3 FEET
 DE3290'(8.6 M) WEST SOUTHWEST OF THE NORTHWEST END OF A 1.0-FOOT CONCRETE
 DE3290'PIPE CULVERT BENEATH THE HIGHWAY, 4.5 FEET (1.4 M) SOUTH SOUTHWEST OF
 DE3290'A WITNESS POST AT THE BASE OF POWER POLE NUMBER 257145.
 DE3290'DESCRIBED BY T. HALL.
 DE3290
 DE3290                          STATION RECOVERY (2000)
 DE3290
 DE3290'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3290'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHWEST OF AIKEN.
 DE3290'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3290'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3290'JUNCTION OF U.S.  HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND
 DE3290'STATE HIGHWAY 118 AND TRUCK U.S.  HIGHWAYS 1 AND 78 AND TRUCK STATE
 DE3290'HIGHWAY 19 (ROBERT M.  BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF
 DE3290'AIKEN, GO NORTH ON HIGHWAY 118 FOR 2.5 MILES (4.0 KM) TO THE STATION
 DE3290'ON THE LEFT NEAR A POWER POLE NUMBER 257145 IN THE NORTH ANGLE OF THE
 DE3290'JUNCTION OF VANCLUSE ROAD.  STATION IS A CONCRETE POST FLUSH WITH THE
 DE3290'GROUND AND 0.5 FOOT (15.2 CM) BLANK OF THE HIGHWAY, 4.5 FEET (1.4 M)
 DE3290'SOUTH SOUTHWEST OF THE POWER POLE, 2.8 FEET (0.9 M) NORTH OF A POWER
 DE3290'POLE WITH A SCGS REFERENCE WASHER ATTACHED AND TWO GUY WIRES, 33.4
 DE3290'FEET (10.2 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 42.0 FEET (12.8
 DE3290'M) EAST NORTHEAST OF THE CENTER OF VANCLUSE ROAD, 4.3 FEET (1.3 M)
 DE3290'SOUTH SOUTHWEST OF A WITNESS POST.  RECOVERED BY D.L. BRECHLIN.
 DE3290
 DE3290                          STATION RECOVERY (2003)
 DE3290
 DE3290'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3291 ***********************************************************************
 DE3291  DESIGNATION -  2 074
 DE3291  PID         -  DE3291
 DE3291  STATE/COUNTY-  SC/AIKEN
 DE3291  USGS QUAD   -  GRANITEVILLE (1980)
 DE3291
 DE3291                         *CURRENT SURVEY CONTROL
 DE3291  ___________________________________________________________________
 DE3291* NAD 83(1986)-  33 34 45.     (N)    081 45 57.     (W)     SCALED    
 DE3291* NAVD 88     -       120.119  (meters)     394.09   (feet)  ADJUSTED  
 DE3291  ___________________________________________________________________
 DE3291  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DE3291  DYNAMIC HT  -         119.990 (meters)     393.67  (feet)  COMP
 DE3291  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 DE3291
 DE3291  VERT ORDER  -  FIRST     CLASS II
 DE3291
 DE3291.The horizontal coordinates were scaled from a topographic map and have
 DE3291.an estimated accuracy of +/- 6 seconds.
 DE3291
 DE3291.The orthometric height was determined by differential leveling
 DE3291.and adjusted by the National Geodetic Survey in April 1994..
 DE3291
 DE3291.The geoid height was determined by GEOID03.
 DE3291
 DE3291.The dynamic height is computed by dividing the NAVD 88
 DE3291.geopotential number by the normal gravity value computed on the
 DE3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3291.degrees latitude (g = 980.6199 gals.).
 DE3291
 DE3291.The modeled gravity was interpolated from observed gravity values.
 DE3291
 DE3291;                    North         East    Units  Estimated Accuracy
 DE3291;SPC SC       -   193,870.      538,520.      MT  (+/- 180 meters Scaled)
 DE3291
 DE3291                          SUPERSEDED SURVEY CONTROL
 DE3291
 DE3291.No superseded survey control is available for this station.
 DE3291
 DE3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT289157(NAD 83)
 DE3291_MARKER: DD = SURVEY DISK
 DE3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3291_SP_SET: CONCRETE POST
 DE3291_STAMPING: 2 074 1992
 DE3291_MARK LOGO: SCGS  
 DE3291_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3291+STABILITY: SURFACE MOTION
 DE3291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3291+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 DE3291
 DE3291  HISTORY     - Date     Condition        Report By
 DE3291  HISTORY     - 1992     MONUMENTED       SCGS
 DE3291  HISTORY     - 20001213 GOOD             SCGS
 DE3291  HISTORY     - 20030922 GOOD             USPSQD
 DE3291
 DE3291                          STATION DESCRIPTION
 DE3291
 DE3291'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3291'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHWEST OF AIKEN, 2.7 MILES
 DE3291'(4.3 KM) NORTHEAST OF GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3291'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3291'803-737-1350.
 DE3291'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND
 DE3291'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST
 DE3291'OF AIKEN, GO NORTH ON HIGHWAY 118 FOR 1.5 MILES (2.4 KM) TO THE
 DE3291'JUNCTION OF STATE ROAD 2131 RIGHT AND THE STATION ON THE LEFT BEHIND
 DE3291'THE WEST END OF A GUARDRAIL.
 DE3291'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 1.0 FOOT
 DE3291'(0.3 M) BELOW THE HIGHWAY, 38.0 FEET (11.6 M) NORTH NORTHWEST OF THE
 DE3291'CENTER OF THE HIGHWAY, 29.6 FEET (9.0 M) EAST OF POWER POLE NUMBER
 DE3291'76510/463-6--9.6--8.3, 9.2 FEET (2.8 M) NORTHEAST OF THE WEST END
 DE3291'GUARDRAIL POST, 4.3 FEET (1.3 M) WEST OF A GUARD RAIL POST WITH A
 DE3291'SCGS REFERENCE WASHER ATTACHED, 21.5 FEET (6.6 M) WEST OF THE
 DE3291'EXTENDED CENTER OF ROAD 2131, 4.2 FEET (1.3 M) WEST OF A WITNESS
 DE3291'POST.
 DE3291'DESCRIBED BY T. HALL.
 DE3291
 DE3291                          STATION RECOVERY (2000)
 DE3291
 DE3291'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3291'STATION IS LOCATED 2.9 MILES (4.7 KM) WEST NORTHWEST OF AIKEN.
 DE3291'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3291'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3291'JUNCTION OF U.S.  HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND
 DE3291'STATE HIGHWAY 118 AND TRUCK U.S.  HIGHWAYS 1 AND 78 AND TRUCK STATE
 DE3291'HIGHWAY 19 (ROBERT M.  BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF
 DE3291'AIKEN, GO NORTH ON HIGHWAY 118 FOR 1.5 MILES (2.4 KM) TO THE STATION
 DE3291'ON THE LEFT BEHIND THE WEST END OF A GUARDRAIL AT THE EXTENDED CENTER
 DE3291'OF THE JUNCTION OF STATE ROAD 2131.  STATION IS A CONCRETE POST
 DE3291'PROJECTING 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY,
 DE3291'11.1 FEET (3.4 M) NORTHEAST OF THE WEST END OF THE GUARD RAIL, 3.8
 DE3291'FEET (1.2 M) NORTHWEST OF THE GUARD RAIL, 4.4 FEET (1.3 M) WEST OF A
 DE3291'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 40.3 FEET (12.3
 DE3291'M) EAST OF A POWER POLE NUMBER 76510, 40.0 FEET (12.2 M) NORTHWEST OF
 DE3291'THE CENTER OF THE HIGHWAY, 4.4 FEET (1.3 M) WEST OF A WITNESS POST.
 DE3291'RECOVERED BY M.J.  UGGIANO.
 DE3291
 DE3291                          STATION RECOVERY (2003)
 DE3291
 DE3291'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3292 ***********************************************************************
 DE3292  DESIGNATION -  2 075
 DE3292  PID         -  DE3292
 DE3292  STATE/COUNTY-  SC/AIKEN
 DE3292  USGS QUAD   -  GRANITEVILLE (1980)
 DE3292
 DE3292                         *CURRENT SURVEY CONTROL
 DE3292  ___________________________________________________________________
 DE3292* NAD 83(1986)-  33 34 03.     (N)    081 46 43.     (W)     SCALED    
 DE3292* NAVD 88     -       101.046  (meters)     331.52   (feet)  ADJUSTED  
 DE3292  ___________________________________________________________________
 DE3292  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DE3292  DYNAMIC HT  -         100.938 (meters)     331.16  (feet)  COMP
 DE3292  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DE3292
 DE3292  VERT ORDER  -  FIRST     CLASS II
 DE3292
 DE3292.The horizontal coordinates were scaled from a topographic map and have
 DE3292.an estimated accuracy of +/- 6 seconds.
 DE3292
 DE3292.The orthometric height was determined by differential leveling
 DE3292.and adjusted by the National Geodetic Survey in April 1994..
 DE3292
 DE3292.The geoid height was determined by GEOID03.
 DE3292
 DE3292.The dynamic height is computed by dividing the NAVD 88
 DE3292.geopotential number by the normal gravity value computed on the
 DE3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3292.degrees latitude (g = 980.6199 gals.).
 DE3292
 DE3292.The modeled gravity was interpolated from observed gravity values.
 DE3292
 DE3292;                    North         East    Units  Estimated Accuracy
 DE3292;SPC SC       -   192,590.      537,320.      MT  (+/- 180 meters Scaled)
 DE3292
 DE3292                          SUPERSEDED SURVEY CONTROL
 DE3292
 DE3292.No superseded survey control is available for this station.
 DE3292
 DE3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT277144(NAD 83)
 DE3292_MARKER: DD = SURVEY DISK
 DE3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3292_SP_SET: CONCRETE POST
 DE3292_STAMPING: 2 075 1992
 DE3292_MARK LOGO: SCGS  
 DE3292_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3292+STABILITY: SURFACE MOTION
 DE3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3292+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 DE3292
 DE3292  HISTORY     - Date     Condition        Report By
 DE3292  HISTORY     - 1992     MONUMENTED       SCGS
 DE3292  HISTORY     - 20001213 GOOD             SCGS
 DE3292  HISTORY     - 20030922 GOOD             USPSQD
 DE3292
 DE3292                          STATION DESCRIPTION
 DE3292
 DE3292'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3292'STATION IS LOCATED 3.2 MILES (5.1 KM) WEST NORTHWEST OF AIKEN,
 DE3292'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3292'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND
 DE3292'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST
 DE3292'OF AIKEN, GO NORTH ON HIGHWAY 118 FOR 0.4 MILE (0.6 KM) TO THE
 DE3292'JUNCTION OF STATE ROAD 895 (GREGG HIGHWAY) AND THE STATION IN THE
 DE3292'SOUTHEAST ANGLE.
 DE3292'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3292'HIGHWAY, 36.2 FEET (11.0 M) EAST SOUTHEAST OF THE CENTER OF THE
 DE3292'HIGHWAY, 34.4 FEET (10.5 M) SOUTHWEST OF THE CENTER OF THE ROAD, 10.6
 DE3292'FEET (3.2 M) NORTHWEST OF THE SOUTH END OF A 2.5-FOOT CONCRETE PIPE
 DE3292'CULVERT BENEATH THE JUNCTION, 36.7 FEET (11.2 M) NORTHWEST OF POWER
 DE3292'POLE NUMBER 386488 WITH TWO GUY WIRES AND A TRANSFORMER, 1.2 FEET
 DE3292'(0.4 M) SOUTH SOUTHWEST OF A WITNESS POST.
 DE3292'DESCRIBED BY T. HALL.
 DE3292
 DE3292                          STATION RECOVERY (2000)
 DE3292
 DE3292'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3292'STATION IS LOCATED 3.4 MILES (5.5 KM) WEST OF AIKEN. OWNERSHIP--SCDOT,
 DE3292'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3292'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DE3292'HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 AND
 DE3292'TRUCK U.S.  HIGHWAYS 1 AND 78 AND TRUCK STATE HIGHWAY 19 (ROBERT M.
 DE3292'BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF AIKEN, GO NORTH ON HIGHWAY
 DE3292'118 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST
 DE3292'ANGLE OF THE JUNCTION OF STATE ROAD 895 (GREGG HIGHWAY) .  STATION IS
 DE3292'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 35.0
 DE3292'FEET (10.7 M) SOUTHWEST OF THE CENTER OF ROAD 895, 36.3 FEET (11.1 M)
 DE3292'EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 10.6 FEET (3.2 M)
 DE3292'NORTHWEST OF THE SOUTH END OF A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH
 DE3292'THE JUNCTION, 15.0 FEET (4.6 M) WEST NORTHWEST OF THE SOUTH END OF A
 DE3292'2.5-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 895, 40.6 FEET (12.4 M)
 DE3292'NORTHWEST OF A POWER POLE NUMBER 386488 WITH TWO GUY WIRES AND A
 DE3292'TRANSFORMER.  RECOVERED BY M.J.  UGGIANO.
 DE3292
 DE3292                          STATION RECOVERY (2003)
 DE3292
 DE3292'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3298 ***********************************************************************
 DE3298  DESIGNATION -  2 076
 DE3298  PID         -  DE3298
 DE3298  STATE/COUNTY-  SC/AIKEN
 DE3298  USGS QUAD   -  GRANITEVILLE (1980)
 DE3298
 DE3298                         *CURRENT SURVEY CONTROL
 DE3298  ___________________________________________________________________
 DE3298* NAD 83(1986)-  33 33 24.     (N)    081 48 06.     (W)     SCALED    
 DE3298* NAVD 88     -        79.623  (meters)     261.23   (feet)  ADJUSTED  
 DE3298  ___________________________________________________________________
 DE3298  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DE3298  DYNAMIC HT  -          79.538 (meters)     260.95  (feet)  COMP
 DE3298  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DE3298
 DE3298  VERT ORDER  -  FIRST     CLASS II
 DE3298
 DE3298.The horizontal coordinates were scaled from a topographic map and have
 DE3298.an estimated accuracy of +/- 6 seconds.
 DE3298
 DE3298.The orthometric height was determined by differential leveling
 DE3298.and adjusted by the National Geodetic Survey in April 1994..
 DE3298
 DE3298.The geoid height was determined by GEOID03.
 DE3298
 DE3298.The dynamic height is computed by dividing the NAVD 88
 DE3298.geopotential number by the normal gravity value computed on the
 DE3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3298.degrees latitude (g = 980.6199 gals.).
 DE3298
 DE3298.The modeled gravity was interpolated from observed gravity values.
 DE3298
 DE3298;                    North         East    Units  Estimated Accuracy
 DE3298;SPC SC       -   191,400.      535,170.      MT  (+/- 180 meters Scaled)
 DE3298
 DE3298                          SUPERSEDED SURVEY CONTROL
 DE3298
 DE3298.No superseded survey control is available for this station.
 DE3298
 DE3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT255132(NAD 83)
 DE3298_MARKER: DD = SURVEY DISK
 DE3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3298_SP_SET: CONCRETE POST
 DE3298_STAMPING: 2 076 1992
 DE3298_MARK LOGO: SCGS  
 DE3298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3298+STABILITY: SURFACE MOTION
 DE3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3298+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 DE3298
 DE3298  HISTORY     - Date     Condition        Report By
 DE3298  HISTORY     - 1992     MONUMENTED       SCGS
 DE3298  HISTORY     - 20001212 GOOD             SCGS
 DE3298  HISTORY     - 20030922 GOOD             USPSQD
 DE3298
 DE3298                          STATION DESCRIPTION
 DE3298
 DE3298'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3298'STATION IS LOCATED 0.55 MILE (0.89 KM) SOUTHEAST OF GRANITEVILLE,
 DE3298'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3298'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3298'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 1, 78
 DE3298'AND STATE HIGHWAY 191 (MAIN STREET), 0.55 MILE (0.89 KM) SOUTH OF
 DE3298'GRANITEVILLE, GO EAST ON HIGHWAYS 1 AND 78 FOR 0.55 MILE (0.89 KM) TO
 DE3298'THE JUNCTION OF STATE ROAD 70 (AIKEN ROAD) LEFT AND THE STATION NEAR
 DE3298'A WOODEN TIMBER SIGN FOR THE NEW HOPE COMMUNITY AND AMONG A CLUSTER
 DE3298'OF SHRUBS IN THE NORTHEAST ANGLE OF THE JUNCTION.
 DE3298'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 2.5 FEET
 DE3298'(0.8 M) ABOVE THE HIGHWAY, 64.3 FEET (19.6 M) NORTH NORTHWEST OF THE
 DE3298'CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, 59.3 FEET (18.1 M)
 DE3298'WEST NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE DRAIN HOLE COVER,
 DE3298'92.0 FEET (28.0 M) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK
 DE3298'APARTMENT BUILDING NUMBER 354, 44.5 FEET (13.6 M) NORTHEAST OF THE
 DE3298'CENTER OF ROAD 70, 15.7 FEET (4.8 M) NORTHEAST OF THE CENTER OF A
 DE3298'METAL GAS METER SET INTO THE ASPHALT, 17.8 SOUTHEAST OF A WOODEN SIGN
 DE3298'POST FOR THE NEW HOPE COMMUNITY WITH A SCGS REFERENCE WASHER
 DE3298'ATTACHED, 5.0 FEET (1.5 M) NORTH OF A WITNESS POST.
 DE3298'DESCRIBED BY T. HALL.
 DE3298
 DE3298                          STATION RECOVERY (2000)
 DE3298
 DE3298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3298'STATION IS LOCATED 4.7 MILES (7.6 KM) WEST OF AIKEN. OWNERSHIP--SCDOT,
 DE3298'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3298'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DE3298'HIGHWAYS 1, 78 AND STATE HIGHWAY 191 (MAIN STREET) , 5.1 MILES (8.2
 DE3298'KM) WEST OF AIKEN, GO EAST ON HIGHWAYS 1 AND 78 FOR 5.5 MILES (8.9 KM)
 DE3298'TO THE STATION NEAR A WOODEN SIGN FOR THE NEW HOPE COMMUNITY IN THE
 DE3298'NORTH ANGLE OF THE JUNCTION OF STATE ROAD 70 (AIKEN ROAD) .  STATION
 DE3298'IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 2.5 FEET (0.8 M)
 DE3298'ABOVE THE HIGHWAY, 10.0 FEET (3.0 M) NORTHEAST OF A MANHOLE COVER,
 DE3298'65.2 FEET (19.9 M) NORTH NORTHWEST OF THE CENTER OF THE WESTBOUND
 DE3298'LANES OF THE HIGHWAY, 47.3 FEET (14.4 M) WEST NORTHWEST OF CONCRETE
 DE3298'DRAIN COVER, 75.6 FEET (23.0 M) SOUTH SOUTHWEST OF THE SOUTHEAST
 DE3298'CORNER OF A BRICK APARTMENT NUMBER 354, 49.5 FEET (15.1 M) NORTHEAST
 DE3298'OF THE CENTER OF ROAD 70, 17.7 FEET (5.4 M) SOUTHEAST OF THE WOODEN
 DE3298'SIGN POST WITH A SCGS REFERENCE WASHER ATTACHED, 5.0 FEET (1.5 M)
 DE3298'NORTH OF A WITNESS POST. RECOVERED BY M.J.  UGGIANO.
 DE3298
 DE3298                          STATION RECOVERY (2003)
 DE3298
 DE3298'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3299 ***********************************************************************
 DE3299  DESIGNATION -  2 078
 DE3299  PID         -  DE3299
 DE3299  STATE/COUNTY-  SC/AIKEN
 DE3299  USGS QUAD   -  GRANITEVILLE (1980)
 DE3299
 DE3299                         *CURRENT SURVEY CONTROL
 DE3299  ___________________________________________________________________
 DE3299* NAD 83(1986)-  33 33 34.     (N)    081 47 27.     (W)     SCALED    
 DE3299* NAVD 88     -        90.572  (meters)     297.15   (feet)  ADJUSTED  
 DE3299  ___________________________________________________________________
 DE3299  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DE3299  DYNAMIC HT  -          90.475 (meters)     296.83  (feet)  COMP
 DE3299  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DE3299
 DE3299  VERT ORDER  -  FIRST     CLASS II
 DE3299
 DE3299.The horizontal coordinates were scaled from a topographic map and have
 DE3299.an estimated accuracy of +/- 6 seconds.
 DE3299
 DE3299.The orthometric height was determined by differential leveling
 DE3299.and adjusted by the National Geodetic Survey in April 1994..
 DE3299
 DE3299.The geoid height was determined by GEOID03.
 DE3299
 DE3299.The dynamic height is computed by dividing the NAVD 88
 DE3299.geopotential number by the normal gravity value computed on the
 DE3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3299.degrees latitude (g = 980.6199 gals.).
 DE3299
 DE3299.The modeled gravity was interpolated from observed gravity values.
 DE3299
 DE3299;                    North         East    Units  Estimated Accuracy
 DE3299;SPC SC       -   191,700.      536,180.      MT  (+/- 180 meters Scaled)
 DE3299
 DE3299                          SUPERSEDED SURVEY CONTROL
 DE3299
 DE3299.No superseded survey control is available for this station.
 DE3299
 DE3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT265135(NAD 83)
 DE3299_MARKER: DD = SURVEY DISK
 DE3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3299_SP_SET: CONCRETE POST
 DE3299_STAMPING: 2 078 1992
 DE3299_MARK LOGO: SCGS  
 DE3299_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3299+STABILITY: SURFACE MOTION
 DE3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3299+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 DE3299
 DE3299  HISTORY     - Date     Condition        Report By
 DE3299  HISTORY     - 1992     MONUMENTED       SCGS
 DE3299  HISTORY     - 20001212 GOOD             SCGS
 DE3299  HISTORY     - 20030922 GOOD             USPSQD
 DE3299
 DE3299                          STATION DESCRIPTION
 DE3299
 DE3299'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3299'STATION IS LOCATED 1.O MILE EAST SOUTHEAST OF GRANITEVILLE.
 DE3299'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3299'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND
 DE3299'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST
 DE3299'OF AIKEN, GO WEST ON HIGHWAYS 1 AND 78 FOR 0.75 MILE (1.21 KM) TO A
 DE3299'DRIVEWAY RIGHT LEADING TO OWENSBY CAR DEALERSHIP AND THE STATION NEAR
 DE3299'A POWER POLE U-3312/125 WITH THREE GUY WIRES IN THE NORTHEAST ANGLE.
 DE3299'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3299'(15.2 CM) BELOW THE HIGHWAYS, 3.2 FEET (1.0 M) EAST NORTHEAST OF THE
 DE3299'POWER POLE, 76.2 FEET (23.2 M) NORTH NORTHWEST OF THE CENTER OF THE
 DE3299'WESTBOUND LANES OF THE HIGHWAY, 31.0 FEET (9.4 M) EAST SOUTHEAST OF A
 DE3299'SECURITY LIGHT POST IN THE SOUTHEAST CORNER OF THE DEALERSHIP PARKING
 DE3299'LOT, 103.1 FEET (31.4 M) EAST NORTHEAST OF THE EAST EDGE OF A
 DE3299'CONCRETE CURB ON THE EAST SIDE OF THE DRIVEWAY, 14.5 FEET (4.4 M)
 DE3299'SOUTH SOUTHWEST OF THE NORTHEAST ONE OF TWO GUY WIRE ANCHORS, 2.6 FEET
 DE3299'(0.8 M) EAST NORTHEAST OF A WITNESS POST.
 DE3299'DESCRIBED BY T. HALL.
 DE3299
 DE3299                          STATION RECOVERY (2000)
 DE3299
 DE3299'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3299'STATION IS LOCATED 4.1 MILES (6.6 KM) WEST OF AIKEN. OWNERSHIP--SCDOT,
 DE3299'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3299'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DE3299'HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 AND
 DE3299'TRUCK U.S.  HIGHWAYS 1 AND 78 AND TRUCK STATE HIGHWAY 19 (ROBERT M.
 DE3299'BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF AIKEN, GO WEST ON HIGHWAYS
 DE3299'1 AND 78 FOR 0.75 MILE (1.21 KM) TO THE STATION NEAR A POWER POLE ON
 DE3299'THE RIGHT NEAR THE SOUTHEAST CORNER OF THE THRIFTY RENTAL CAR LOT.
 DE3299'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 DE3299'CM) BELOW THE HIGHWAY, 76.2 FEET (23.2 M) NORTH OF THE CENTER OF THE
 DE3299'WESTBOUND LANES OF THE HIGHWAY, 3.5 FEET (1.1 M) EAST OF EAST OF THE
 DE3299'POWER POLE U-3312/125 WITH THREE GUY WIRES, 103.3 FEET (31.5 M) EAST
 DE3299'OF THE EAST EDGE OF THE CONCRETE HIGHWAY CURB, 42.5 FEET (13.0 M)
 DE3299'NORTHWEST OF THE CENTER OF A SAND DRIVEWAY LEADING NORTH, 2.7 FEET
 DE3299'(0.8 M) EAST OF A WITNESS POST. RECOVERED BY M.J.  UGGIANO.
 DE3299
 DE3299                          STATION RECOVERY (2003)
 DE3299
 DE3299'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3299'THRIFT RENTAL CAR IS NOW JOHNSON MOTOR COMPANY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3293 ***********************************************************************
 DE3293  DESIGNATION -  2 078 X
 DE3293  PID         -  DE3293
 DE3293  STATE/COUNTY-  SC/AIKEN
 DE3293  USGS QUAD   -  GRANITEVILLE (1980)
 DE3293
 DE3293                         *CURRENT SURVEY CONTROL
 DE3293  ___________________________________________________________________
 DE3293* NAD 83(1986)-  33 33 40.     (N)    081 46 43.     (W)     SCALED    
 DE3293* NAVD 88     -        87.841  (meters)     288.19   (feet)  ADJUSTED  
 DE3293  ___________________________________________________________________
 DE3293  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DE3293  DYNAMIC HT  -          87.747 (meters)     287.88  (feet)  COMP
 DE3293  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 DE3293
 DE3293  VERT ORDER  -  FIRST     CLASS II
 DE3293
 DE3293.The horizontal coordinates were scaled from a topographic map and have
 DE3293.an estimated accuracy of +/- 6 seconds.
 DE3293
 DE3293.The orthometric height was determined by differential leveling
 DE3293.and adjusted by the National Geodetic Survey in April 1994..
 DE3293
 DE3293.The geoid height was determined by GEOID03.
 DE3293
 DE3293.The dynamic height is computed by dividing the NAVD 88
 DE3293.geopotential number by the normal gravity value computed on the
 DE3293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3293.degrees latitude (g = 980.6199 gals.).
 DE3293
 DE3293.The modeled gravity was interpolated from observed gravity values.
 DE3293
 DE3293;                    North         East    Units  Estimated Accuracy
 DE3293;SPC SC       -   191,880.      537,320.      MT  (+/- 180 meters Scaled)
 DE3293
 DE3293                          SUPERSEDED SURVEY CONTROL
 DE3293
 DE3293.No superseded survey control is available for this station.
 DE3293
 DE3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT277137(NAD 83)
 DE3293_MARKER: DD = SURVEY DISK
 DE3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3293_SP_SET: CONCRETE POST
 DE3293_STAMPING: 2 078 X 1992
 DE3293_MARK LOGO: SCGS  
 DE3293_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3293+STABILITY: SURFACE MOTION
 DE3293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3293+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 DE3293
 DE3293  HISTORY     - Date     Condition        Report By
 DE3293  HISTORY     - 1992     MONUMENTED       SCGS
 DE3293  HISTORY     - 20001212 GOOD             SCGS
 DE3293  HISTORY     - 20021109 GOOD             USPSQD
 DE3293
 DE3293                          STATION DESCRIPTION
 DE3293
 DE3293'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3293'STATION IS LOCATED NEAR A POWER POLE IN THE GRASSY AREA AT THE
 DE3293'NORTHEAST CORNER OF THE LOT OF A TEXACO GAS STATION IN THE SOUTHWEST
 DE3293'ANGLE OF THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND STATE HIGHWAY 118
 DE3293'(ROBERT M. BELL PARKWAY) 3.2 MILES (5.1 KM) WEST OF AIKEN,
 DE3293'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3293'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3293'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 DE3293'BELOW HIGHWAY 118, 4.3 FEET (1.3 M) NORTH OF POWER POLE NUMBER 411688
 DE3293'WITH TWO GUY WIRES AND A TRANSFORMER, 32.3 FEET (9.8 M) SOUTH
 DE3293'SOUTHEAST THE NORTHEAST CORNER OF A RAISED CONCRETE DRAIN BASIN, 50.0
 DE3293'FEET (15.2 M) EAST OF THE SOUTHEAST CORNER OF THE SOUTH ONE OF TWO
 DE3293'CONCRETE FOOTINGS OF A TEXACO SIGN, 47.2 FEET (14.4 M) WEST OF THE
 DE3293'CENTER OF HIGHWAY 118, 3.4 FEET (1.0 M) NORTH OF A WITNESS POST.
 DE3293'DESCRIBED BY T. HALL.
 DE3293
 DE3293                          STATION RECOVERY (2000)
 DE3293
 DE3293'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3293'STATION IS LOCATED NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF THE
 DE3293'JUNCTION OF U.S.  HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND
 DE3293'STATE HIGHWAY 118 AND TRUCK U.S.  HIGHWAYS 1 AND 78 AND TRUCK STATE
 DE3293'HIGHWAY 19 (ROBERT M.  BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF
 DE3293'AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3293'COLUMBIA, SC 29202, PHONE 803-737-1350 STATION IS A CONCRETE POST
 DE3293'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW HIGHWAYS 118 AND 19,
 DE3293'4.2 FEET (1.3 M) NORTH OF THE POWER POLE NUMBER 411688 WITH A
 DE3293'TRANSFORMER AND GUY WIRE, 24.4 FEET (7.4 M) NORTHWEST OF A MANHOLE
 DE3293'COVER, 21.2 FEET (6.5 M) SOUTH OF A GAS METER COVER, 33.8 FEET (10.3
 DE3293'M) SOUTH SOUTHEAST OF A POWER POLE NUMBER 260936 WITH TWO GUY WIRES,
 DE3293'44.7 FEET (13.6 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DE3293'CONCRETE STORM BASIN, 35.2 FEET (10.7 M) EAST NORTHEAST OF THE
 DE3293'SOUTHEAST CORNER OF THE CONCRETE BASE OF A SECURITY LIGHT POST WITH
 DE3293'TWO SECURITY LIGHTS, 3.4 FEET (1.0 M) NORTH OF A WITNESS POST.
 DE3293'RECOVERED BY T.  HALL.
 DE3293
 DE3293                          STATION RECOVERY (2002)
 DE3293
 DE3293'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3301 ***********************************************************************
 DE3301  DESIGNATION -  2 079
 DE3301  PID         -  DE3301
 DE3301  STATE/COUNTY-  SC/AIKEN
 DE3301  USGS QUAD   -  GRANITEVILLE (1980)
 DE3301
 DE3301                         *CURRENT SURVEY CONTROL
 DE3301  ___________________________________________________________________
 DE3301* NAD 83(1986)-  33 33 49.     (N)    081 45 52.     (W)     SCALED    
 DE3301* NAVD 88     -       133.295  (meters)     437.32   (feet)  ADJUSTED  
 DE3301  ___________________________________________________________________
 DE3301  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DE3301  DYNAMIC HT  -         133.151 (meters)     436.85  (feet)  COMP
 DE3301  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DE3301
 DE3301  VERT ORDER  -  FIRST     CLASS II
 DE3301
 DE3301.The horizontal coordinates were scaled from a topographic map and have
 DE3301.an estimated accuracy of +/- 6 seconds.
 DE3301
 DE3301.The orthometric height was determined by differential leveling
 DE3301.and adjusted by the National Geodetic Survey in April 1994..
 DE3301
 DE3301.The geoid height was determined by GEOID03.
 DE3301
 DE3301.The dynamic height is computed by dividing the NAVD 88
 DE3301.geopotential number by the normal gravity value computed on the
 DE3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3301.degrees latitude (g = 980.6199 gals.).
 DE3301
 DE3301.The modeled gravity was interpolated from observed gravity values.
 DE3301
 DE3301;                    North         East    Units  Estimated Accuracy
 DE3301;SPC SC       -   192,140.      538,630.      MT  (+/- 180 meters Scaled)
 DE3301
 DE3301                          SUPERSEDED SURVEY CONTROL
 DE3301
 DE3301.No superseded survey control is available for this station.
 DE3301
 DE3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT290140(NAD 83)
 DE3301_MARKER: DD = SURVEY DISK
 DE3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3301_SP_SET: CONCRETE POST
 DE3301_STAMPING: 2 079 1992
 DE3301_MARK LOGO: SCGS  
 DE3301_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3301+STABILITY: SURFACE MOTION
 DE3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3301+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 DE3301
 DE3301  HISTORY     - Date     Condition        Report By
 DE3301  HISTORY     - 1992     MONUMENTED       SCGS
 DE3301  HISTORY     - 20001213 GOOD             SCGS
 DE3301  HISTORY     - 20030922 GOOD             USPSQD
 DE3301
 DE3301                          STATION DESCRIPTION
 DE3301
 DE3301'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3301'STATION IS LOCATED 2.35 MILES (3.78 KM) WEST OF AIKEN, 2.55 MILES
 DE3301'(4.10 KM) EAST OF GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3301'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3301'803-737-1350.
 DE3301'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND
 DE3301'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST
 DE3301'OF AIKEN, GO EAST ON HIGHWAYS 1 AND 78 FOR 0.8 MILE (1.3 KM) TO
 DE3301'UNIVERSITY PARKWAY LEFT AND AN ENTRANCE RIGHT TO A BANK AND OFFICE
 DE3301'PLAZA AND THE STATION IN THE SOUTHEAST ANGLE.
 DE3301'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3301'(15.2 CM) BELOW THE HIGHWAY, 22.2 FEET (6.8 M) EAST SOUTHEAST OF
 DE3301'SURVEY MARK 64 SW 18, 55.4 FEET (16.9 M) SOUTH OF THE CENTER OF THE
 DE3301'EASTBOUND LANES OF THE HIGHWAY, 48.2 FEET (14.7 M) WEST OF THE
 DE3301'SOUTHWEST CORNER OF A CONCRETE FOUNDATION AT AN AUTOMATIC TELLER BANK
 DE3301'MACHINE, 25.4 FEET (7.7 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER
 DE3301'404883 WITH FOUR GUY WIRES, 18.4 FEET (5.6 M) EAST OF AN ALUMINUM
 DE3301'SECURITY LIGHT POST, 4.3 FEET (1.3 M) NORTH OF THE NORTH EDGE OF A
 DE3301'CONCRETE CURBING AT THE PARKING LOT, 26.5 FEET (8.1 M) SOUTH
 DE3301'SOUTHEAST OF A WITNESS POST.
 DE3301'DESCRIBED BY T. HALL.
 DE3301
 DE3301                          STATION RECOVERY (2000)
 DE3301
 DE3301'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3301'STATION IS LOCATED 2.5 MILES (4.0 KM) WEST OF AIKEN. OWNERSHIP--SCDOT,
 DE3301'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3301'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DE3301'HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 AND
 DE3301'TRUCK U.S.  HIGHWAYS 1 AND 78 AND TRUCK STATE HIGHWAY 19 (ROBERT M.
 DE3301'BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF AIKEN, GO EAST ON HIGHWAYS
 DE3301'1 AND 78 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT NEAR A
 DE3301'POWER POLE IN THE GRASSY AREA IN THE SOUTHEAST ANGLE OF AN ENTRANCE
 DE3301'DRIVE RIGHT INTO THE AIKEN PLAZA AND THE JUNCTION OF STATE ROAD 2131
 DE3301'(UNIVERSITY PARKWAY NORTHWEST) . OWNERSHIP--SCDOT, DIRECTOR OF
 DE3301'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350
 DE3301'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 DE3301'CM) BELOW THE HIGHWAY, 25.6 FEET (7.8 M) SOUTH SOUTHEAST OF THE POWER
 DE3301'POLE NUMBER 404883 WITH FIVE GUY WIRES, 18.5 FEET (5.6 M) EAST OF AN
 DE3301'ALUMINUM SECURITY LIGHT POLE, 4.4 FEET (1.3 M) NORTH OF THE NORTH EDGE
 DE3301'OF A CONCRETE CURBING AT THE PARKING LOT, 25.8 FEET (7.9 M) SOUTH OF A
 DE3301'TELEPHONE JUNCTION BOX NUMBER 3559, 22.3 FEET (6.8 M) EAST SOUTHEAST
 DE3301'OF SURVEY STATION 64 SW 18, 26.5 FEET (8.1 M) SOUTH SOUTHEAST OF A
 DE3301'WITNESS POST. RECOVERED BY M.J.  UGGIANO.
 DE3301
 DE3301                          STATION RECOVERY (2003)
 DE3301
 DE3301'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3303 ***********************************************************************
 DE3303  DESIGNATION -  2 079 X
 DE3303  PID         -  DE3303
 DE3303  STATE/COUNTY-  SC/AIKEN
 DE3303  USGS QUAD   -  GRANITEVILLE (1980)
 DE3303
 DE3303                         *CURRENT SURVEY CONTROL
 DE3303  ___________________________________________________________________
 DE3303* NAD 83(1986)-  33 33 51.     (N)    081 45 18.     (W)     SCALED    
 DE3303* NAVD 88     -       138.860  (meters)     455.58   (feet)  ADJUSTED  
 DE3303  ___________________________________________________________________
 DE3303  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DE3303  DYNAMIC HT  -         138.710 (meters)     455.08  (feet)  COMP
 DE3303  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DE3303
 DE3303  VERT ORDER  -  FIRST     CLASS II
 DE3303
 DE3303.The horizontal coordinates were scaled from a topographic map and have
 DE3303.an estimated accuracy of +/- 6 seconds.
 DE3303
 DE3303.The orthometric height was determined by differential leveling
 DE3303.and adjusted by the National Geodetic Survey in April 1994..
 DE3303
 DE3303.The geoid height was determined by GEOID03.
 DE3303
 DE3303.The dynamic height is computed by dividing the NAVD 88
 DE3303.geopotential number by the normal gravity value computed on the
 DE3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3303.degrees latitude (g = 980.6199 gals.).
 DE3303
 DE3303.The modeled gravity was interpolated from observed gravity values.
 DE3303
 DE3303;                    North         East    Units  Estimated Accuracy
 DE3303;SPC SC       -   192,200.      539,510.      MT  (+/- 180 meters Scaled)
 DE3303
 DE3303                          SUPERSEDED SURVEY CONTROL
 DE3303
 DE3303.No superseded survey control is available for this station.
 DE3303
 DE3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT299140(NAD 83)
 DE3303_MARKER: DD = SURVEY DISK
 DE3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3303_SP_SET: CONCRETE POST
 DE3303_STAMPING: 2 079 X 1992
 DE3303_MARK LOGO: SCGS  
 DE3303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3303+STABILITY: SURFACE MOTION
 DE3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3303+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 DE3303
 DE3303  HISTORY     - Date     Condition        Report By
 DE3303  HISTORY     - 1992     MONUMENTED       SCGS
 DE3303  HISTORY     - 20001213 GOOD             SCGS
 DE3303  HISTORY     - 20030922 GOOD             USPSQD
 DE3303
 DE3303                          STATION DESCRIPTION
 DE3303
 DE3303'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3303'STATION IS LOCATED 1.85 MILES (2.98 KM) WEST OF AIKEN, 3.4 MILES
 DE3303'(5.5 KM) EAST OF GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3303'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3303'803-737-1350.
 DE3303'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND
 DE3303'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST
 DE3303'OF AIKEN, GO EAST ON HIGHWAYS 1 AND 78 FOR 1.35 MILES (2.17 KM) TO
 DE3303'KALMIA HILL ROAD SOUTHWEST RIGHT AND THE STATION NEAR A FIRE HYDRANT
 DE3303'IN THE SOUTHWEST ANGLE AND ACROSS THE HIGHWAY FROM THE ENTRANCE
 DE3303'DRIVEWAY TO A LARGE MANSION (CONSTANTINE HOUSE BED AND BREAKFAST INN)
 DE3303', A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3303'HIGHWAY, 3.0 FEET (0.9 M) SOUTH OF THE SOUTH EDGE OF THE CURB OF THE
 DE3303'HIGHWAY, 11.7 FEET (3.6 M) WEST NORTHWEST THE FIRE HYDRANT, 20.9 FEET
 DE3303'(6.4 M) EAST OF THE CENTER OF A METAL DRAIN COVER SET INTO A CONCRETE
 DE3303'BASIN, 11.5 FEET (3.5 M) NORTHWEST OF A POWER POLE NUMBER 97350 WITH
 DE3303'A STREET LIGHT, TRANSFORMER AND GUY WIRE, 28.6 FEET (8.7 M) WEST OF
 DE3303'THE CENTER OF KALMIA HILL ROAD SOUTHWEST, 3.6 FEET (1.1 M) WEST
 DE3303'NORTHWEST OF A WITNESS POST AT THE BASE OF A SIGN POST (KALMIA HILL
 DE3303'ROAD).
 DE3303'DESCRIBED BY T. HALL.
 DE3303
 DE3303                          STATION RECOVERY (2000)
 DE3303
 DE3303'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3303'STATION IS LOCATED 2.0 MILES (3.2 KM) WEST OF AIKEN. OWNERSHIP--SCDOT,
 DE3303'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3303'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DE3303'HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 AND
 DE3303'TRUCK U.S.  HIGHWAYS 1 AND 78 AND TRUCK STATE HIGHWAY 19 (ROBERT M.
 DE3303'BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF AIKEN, GO EAST ON HIGHWAYS
 DE3303'1 AND 78 FOR 1.35 MILES (2.17 KM) TO THE STATION NEAR A FIRE HYDRANT
 DE3303'IN THE SOUTHWEST ANGLE OF THE JUNCTION OF KALMIA HILL ROAD SOUTHWEST
 DE3303'RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 DE3303'WITH THE HIGHWAY, 11.5 FEET (3.5 M) NORTHWEST OF A POWER POLE NUMBER
 DE3303'97350 WITH GUY WIRE, TRANSFORMER AND SECURITY LIGHT, 21.1 FEET (6.4 M)
 DE3303'EAST OF A STEEL SEWER MANHOLE COVER, 3.1 FEET (0.9 M) SOUTH OF THE
 DE3303'SOUTH EDGE OF THE CONCRETE HIGHWAY CURB, 9.6 FEET (2.9 M) NORTHWEST OF
 DE3303'A TELEPHONE JUNCTION BOX NUMBER 801, 11.9 FEET (3.6 M) NORTHWEST OF
 DE3303'THE FIRE HYDRANT, 5.9 FEET (1.8 M) WEST NORTHWEST OF A WITNESS POST.
 DE3303'RECOVERED BY M.J. UGGIANO.
 DE3303
 DE3303                          STATION RECOVERY (2003)
 DE3303
 DE3303'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3304 ***********************************************************************
 DE3304  DESIGNATION -  2 081
 DE3304  PID         -  DE3304
 DE3304  STATE/COUNTY-  SC/AIKEN
 DE3304  USGS QUAD   -  AIKEN (1980)
 DE3304
 DE3304                         *CURRENT SURVEY CONTROL
 DE3304  ___________________________________________________________________
 DE3304* NAD 83(1986)-  33 33 51.     (N)    081 44 55.     (W)     SCALED    
 DE3304* NAVD 88     -       112.502  (meters)     369.10   (feet)  ADJUSTED  
 DE3304  ___________________________________________________________________
 DE3304  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DE3304  DYNAMIC HT  -         112.381 (meters)     368.70  (feet)  COMP
 DE3304  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 DE3304
 DE3304  VERT ORDER  -  FIRST     CLASS II
 DE3304
 DE3304.The horizontal coordinates were scaled from a topographic map and have
 DE3304.an estimated accuracy of +/- 6 seconds.
 DE3304
 DE3304.The orthometric height was determined by differential leveling
 DE3304.and adjusted by the National Geodetic Survey in April 1994..
 DE3304
 DE3304.The geoid height was determined by GEOID03.
 DE3304
 DE3304.The dynamic height is computed by dividing the NAVD 88
 DE3304.geopotential number by the normal gravity value computed on the
 DE3304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3304.degrees latitude (g = 980.6199 gals.).
 DE3304
 DE3304.The modeled gravity was interpolated from observed gravity values.
 DE3304
 DE3304;                    North         East    Units  Estimated Accuracy
 DE3304;SPC SC       -   192,200.      540,100.      MT  (+/- 180 meters Scaled)
 DE3304
 DE3304                          SUPERSEDED SURVEY CONTROL
 DE3304
 DE3304.No superseded survey control is available for this station.
 DE3304
 DE3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT305140(NAD 83)
 DE3304_MARKER: DD = SURVEY DISK
 DE3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3304_SP_SET: CONCRETE POST
 DE3304_STAMPING: 2 081 1992
 DE3304_MARK LOGO: SCGS  
 DE3304_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3304+STABILITY: SURFACE MOTION
 DE3304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3304+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DE3304
 DE3304  HISTORY     - Date     Condition        Report By
 DE3304  HISTORY     - 1992     MONUMENTED       SCGS
 DE3304  HISTORY     - 19940613 MARK NOT FOUND   SCGS
 DE3304  HISTORY     - 20001213 MARK NOT FOUND   SCGS
 DE3304  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 DE3304
 DE3304                          STATION DESCRIPTION
 DE3304
 DE3304'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3304'STATION IS LOCATED 1.5 MILES (2.4 KM) WEST OF AIKEN.
 DE3304'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3304'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND
 DE3304'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 1.5 MILES (2.4 KM) WEST
 DE3304'OF AIKEN, GO WEST ON HIGHWAYS 1 AND 78 FOR 1.55 MILES (2.49 KM) TO
 DE3304'VALLEY ROAD RIGHT, CAROLINA DRIVE SOUTHWEST LEFT AND THE STATION IN
 DE3304'THE CENTER OF A GRASSY AREA IN THE SOUTHWEST ANGLE.
 DE3304'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3304'HIGHWAY, 48.7 FEET (14.8 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF
 DE3304'A WOODEN SIGN (WELCOME TO AIKEN), 51.5 FEET (15.7 M) SOUTH OF THE
 DE3304'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 78.2 FEET (23.8 M)
 DE3304'WEST OF THE CENTER OF CAROLINA DRIVE SOUTHWEST, 35.4 FEET (10.8 M)
 DE3304'SOUTH SOUTHEAST OF A POWER POLE C-19936 WITH FOUR GUY WIRES, 33.3 FEET
 DE3304'(10.1 M) SOUTH OF THE CENTER OF A METAL DRAIN COVER SET INTO A DRAIN
 DE3304'BASIN, 25.0 FEET (7.6 M) SOUTHWEST OF THE CENTER OF A METAL DRAIN
 DE3304'COVER IN A LANDSCAPED AREA, 47.4 FEET (14.4 M) NORTH NORTHEAST OF THE
 DE3304'CENTER OF ROLLINGWOOD ROAD, 35.2 FEET (10.7 M) SOUTH SOUTHEAST OF A
 DE3304'WITNESS POST.
 DE3304'DESCRIBED BY T. HALL.
 DE3304
 DE3304                          STATION RECOVERY (1994)
 DE3304
 DE3304'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 DE3304'MARK NOT FOUND.
 DE3304
 DE3304                          STATION RECOVERY (2000)
 DE3304
 DE3304'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3304'NOT RECOVERED, SEARCHED 15 MINUTES, PRESUMED DESTROYED BY LAYING OF
 DE3304'SEWER LINES.  RECOVERY BY M.J.  UGGIANO.
 DE3304
 DE3304                          STATION RECOVERY (2002)
 DE3304
 DE3304'RECOVERY NOTE BY US POWER SQUADRON 2002 (EZ)
 DE3304'STATION DESCRIPTION SHOULD READ GO EAST ON HIGHWAY 1 AND 78 VICE GO
 DE3304'WEST..  FOR 1.55 MI.  JUNCTION WITH VALLEY RD LEFT AND CAROLINA DRIVE
 DE3304'SOUTHWEST TO THE RIGHT.
 DE3304'SEARCHED GRASSY AREA WITH METAL DETECTOR. NO SIGN OF MARKER. THERE WAS
 DE3304'NO WITNESS POST, NO AIKEN WELCOME SIGN. POWERE POLE C-19936 AND METAL
 DE3304'DRAIN IN PLACE.  APPEARS A SPRINKLER SYSTEM RECENTLY INSTALLED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3305 ***********************************************************************
 DE3305  DESIGNATION -  2 082
 DE3305  PID         -  DE3305
 DE3305  STATE/COUNTY-  SC/AIKEN
 DE3305  USGS QUAD   -  AIKEN (1980)
 DE3305
 DE3305                         *CURRENT SURVEY CONTROL
 DE3305  ___________________________________________________________________
 DE3305* NAD 83(1986)-  33 33 55.     (N)    081 44 24.     (W)     SCALED    
 DE3305* NAVD 88     -       135.723  (meters)     445.28   (feet)  ADJUSTED  
 DE3305  ___________________________________________________________________
 DE3305  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DE3305  DYNAMIC HT  -         135.577 (meters)     444.81  (feet)  COMP
 DE3305  MODELED GRAV-     979,556.6   (mgal)                       NAVD 88
 DE3305
 DE3305  VERT ORDER  -  FIRST     CLASS II
 DE3305
 DE3305.The horizontal coordinates were scaled from a topographic map and have
 DE3305.an estimated accuracy of +/- 6 seconds.
 DE3305
 DE3305.The orthometric height was determined by differential leveling
 DE3305.and adjusted by the National Geodetic Survey in April 1994..
 DE3305
 DE3305.The geoid height was determined by GEOID03.
 DE3305
 DE3305.The dynamic height is computed by dividing the NAVD 88
 DE3305.geopotential number by the normal gravity value computed on the
 DE3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3305.degrees latitude (g = 980.6199 gals.).
 DE3305
 DE3305.The modeled gravity was interpolated from observed gravity values.
 DE3305
 DE3305;                    North         East    Units  Estimated Accuracy
 DE3305;SPC SC       -   192,310.      540,900.      MT  (+/- 180 meters Scaled)
 DE3305
 DE3305                          SUPERSEDED SURVEY CONTROL
 DE3305
 DE3305.No superseded survey control is available for this station.
 DE3305
 DE3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT313142(NAD 83)
 DE3305_MARKER: DD = SURVEY DISK
 DE3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3305_SP_SET: CONCRETE POST
 DE3305_STAMPING: 2 082 1992
 DE3305_MARK LOGO: SCGS  
 DE3305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3305+STABILITY: SURFACE MOTION
 DE3305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3305+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 DE3305
 DE3305  HISTORY     - Date     Condition        Report By
 DE3305  HISTORY     - 1992     MONUMENTED       SCGS
 DE3305  HISTORY     - 20000919 GOOD             SCGS
 DE3305
 DE3305                          STATION DESCRIPTION
 DE3305
 DE3305'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3305'STATION IS LOCATED 1.05 MILES (1.69 KM) WEST NORTHWEST OF AIKEN.
 DE3305'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3305'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3305'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1, 78
 DE3305'(RICHLAND AVENUE SOUTHWEST) AND STATE HIGHWAY 19 (LAURENS STREET
 DE3305'SOUTHWEST) IN AIKEN, GO WEST ON HIGHWAYS 1 AND 78 FOR 1.1 MILES
 DE3305'(1.8 KM) TO HAYNE AVENUE SOUTHWEST LEFT AND THE STATION IN A RAISED
 DE3305'TIMBER PLANTER IN THE SOUTHEAST ANGLE.
 DE3305'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 2.5 FEET
 DE3305'(0.8 M) ABOVE THE HIGHWAY, 2.6 FEET (0.8 M) SOUTH OF THE SOUTH EDGE
 DE3305'OF THE SIDEWALK ON THE SOUTH SIDE OF THE HIGHWAY, 12.9 FEET (3.9 M)
 DE3305'NORTH OF THE NORTH EDGE OF THE SIDEWALK OF THE AVENUE, 21.6 FEET
 DE3305'(6.6 M) NORTH NORTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 DE3305'ATTACHED, 2.4 FEET (0.7 M) EAST SOUTHEAST OF THE SOUTHEAST EDGE OF
 DE3305'THE CURB OF THE PLANTER, 1.5 FEET (0.5 M) SOUTH OF A WITNESS POST AT
 DE3305'A SIGN POST (YIELD).
 DE3305'DESCRIBED BY T. HALL.
 DE3305
 DE3305                          STATION RECOVERY (2000)
 DE3305
 DE3305'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3305'STATION IS LOCATED IN AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3305'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3305'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE3305'1/78 (RICHLAND AVENUE WEST) AND STATE HIGHWAY 19 (LAURENS STREET
 DE3305'NORTHWEST/SOUTHWEST) IN AIKEN, GO WEST NORTHWEST ON HIGHWAYS 1 AND 19
 DE3305'FOR 1.05 MILES (1.69 KM) TO THE STATION ON THE LEFT IN A BRICK PLANTER
 DE3305'IN THE SOUTHEAST ANGLE OF A PAVED ROAD LEFT (HAYNE AVENUE SOUTHWEST) .
 DE3305'STATION IS A CONCRETE POST RECESSED IN THE PLANTER AND 2.0 FEET (0.6
 DE3305'M) ABOVE THE HIGHWAY, 2.2 FEET (0.7 M) SOUTH OF THE SOUTH EDGE OF THE
 DE3305'CONCRETE CURBING OF THE HIGHWAY, 21.5 FEET (6.6 M) NORTH NORTHWEST OF
 DE3305'A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 23.8 FEET (7.3 M)
 DE3305'WEST SOUTHWEST OF THE CENTER OF A MANHOLE COVER, 1.5 FEET (0.5 M)
 DE3305'NORTH NORTHEAST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3306 ***********************************************************************
 DE3306  DESIGNATION -  2 083
 DE3306  PID         -  DE3306
 DE3306  STATE/COUNTY-  SC/AIKEN
 DE3306  USGS QUAD   -  AIKEN (1980)
 DE3306
 DE3306                         *CURRENT SURVEY CONTROL
 DE3306  ___________________________________________________________________
 DE3306* NAD 83(1986)-  33 33 53.     (N)    081 43 50.     (W)     SCALED    
 DE3306* NAVD 88     -       160.870  (meters)     527.79   (feet)  ADJUSTED  
 DE3306  ___________________________________________________________________
 DE3306  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DE3306  DYNAMIC HT  -         160.697 (meters)     527.22  (feet)  COMP
 DE3306  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 DE3306
 DE3306  VERT ORDER  -  FIRST     CLASS II
 DE3306
 DE3306.The horizontal coordinates were scaled from a topographic map and have
 DE3306.an estimated accuracy of +/- 6 seconds.
 DE3306
 DE3306.The orthometric height was determined by differential leveling
 DE3306.and adjusted by the National Geodetic Survey in April 1994..
 DE3306
 DE3306.The geoid height was determined by GEOID03.
 DE3306
 DE3306.The dynamic height is computed by dividing the NAVD 88
 DE3306.geopotential number by the normal gravity value computed on the
 DE3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3306.degrees latitude (g = 980.6199 gals.).
 DE3306
 DE3306.The modeled gravity was interpolated from observed gravity values.
 DE3306
 DE3306;                    North         East    Units  Estimated Accuracy
 DE3306;SPC SC       -   192,240.      541,780.      MT  (+/- 180 meters Scaled)
 DE3306
 DE3306                          SUPERSEDED SURVEY CONTROL
 DE3306
 DE3306.No superseded survey control is available for this station.
 DE3306
 DE3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT321141(NAD 83)
 DE3306_MARKER: DD = SURVEY DISK
 DE3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3306_SP_SET: CONCRETE POST
 DE3306_STAMPING: 2 083 1992
 DE3306_MARK LOGO: SCGS  
 DE3306_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3306+STABILITY: SURFACE MOTION
 DE3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3306+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 DE3306
 DE3306  HISTORY     - Date     Condition        Report By
 DE3306  HISTORY     - 1992     MONUMENTED       SCGS
 DE3306  HISTORY     - 20000919 GOOD             SCGS
 DE3306
 DE3306                          STATION DESCRIPTION
 DE3306
 DE3306'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3306'STATION IS LOCATED 0.55 MILE (0.89 KM) NORTHWEST OF AIKEN.
 DE3306'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3306'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3306'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1, 78
 DE3306'(RICHLAND AVENUE SOUTHWEST) AND STATE HIGHWAY 19 (LAURENS STREET
 DE3306'SOUTHWEST) IN AIKEN, GO WEST ON HIGHWAYS 1 AND 78 FOR 0.55 MILE
 DE3306'(0.89 KM) TO THE JUNCTION OF VAULCLUSE ROAD NORTHWEST RIGHT AND
 DE3306'WATERLOO STREET SOUTHWEST LEFT AND THE STATION NEAR A STONE PILLAR AT
 DE3306'THE WEST CORNER OF THE LOT AT THE AIKEN COUNTY OFFICE COMPLEX IN THE
 DE3306'NORTHEAST ANGLE OF THE JUNCTION.
 DE3306'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3306'HIGHWAY, 1.7 FEET (0.5 M) NORTHWEST OF THE WEST CORNER OF THE STONE
 DE3306'PILLAR, 8.4 FEET (2.6 M) NORTH NORTHEAST OF THE NORTHEAST EDGE OF THE
 DE3306'SIDEWALK OF THE HIGHWAY, 11.2 FEET (3.4 M) SOUTHEAST OF A 0.8-FOOT
 DE3306'MULTI-TRUNKED CHINA BERRY TREE, 37.5 FEET (11.4 M) SOUTHEAST OF A
 DE3306'POWER POLE NUMBER 116683 WITH SEVEN GUY WIRES, 7.1 FEET (2.2 M) NORTH
 DE3306'OF A WITNESS POST AT THE BASE OF A SIGN (ONE WAY).
 DE3306'DESCRIBED BY T. HALL.
 DE3306
 DE3306                          STATION RECOVERY (2000)
 DE3306
 DE3306'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3306'STATION IS LOCATED IN AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3306'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3306'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE3306'1/78 (RICHLAND AVENUE WEST) AND STATE HIGHWAY 19 (LAURENS STREET
 DE3306'NORTHWEST/SOUTHWEST) IN AIKEN, GO WEST NORTHWEST ON HIGHWAYS 1 AND 19
 DE3306'FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE RIGHT NEAR THE ONE WAY
 DE3306'EXIT OF THE AIKEN COUNTY OFFICE BUILDINGS IN THE EAST ANGLE OF THE
 DE3306'JUNCTION OF VAUCLUSE ROAD NORTHWEST RIGHT AND WATERLOO STREET
 DE3306'SOUTHWEST LEFT.  STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0
 DE3306'CM) AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 1.7 FEET (0.5 M) NORTHWEST
 DE3306'OF THE WEST CORNER OF A 4-FOOT HIGH AND 2-FOOT SQUARE STONE PILLAR,
 DE3306'1.7 FEET (0.5 M) NORTH NORTHEAST OF THE NORTH EDGE THE CONCRETE
 DE3306'HIGHWAY SIDEWALK, 37.5 FEET (11.4 M) SOUTHEAST OF A POWER POLE NUMBER
 DE3306'11683 WITH AN ELECTRIC METER AND A TRAFFIC CONTROL BOX, 8.4 FEET (2.6
 DE3306'M) NORTH OF A WITNESS POST.  RECOVERED BY D.L. BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3283 ***********************************************************************
 DE3283  DESIGNATION -  2 084
 DE3283  PID         -  DE3283
 DE3283  STATE/COUNTY-  SC/AIKEN
 DE3283  USGS QUAD   -  AIKEN (1980)
 DE3283
 DE3283                         *CURRENT SURVEY CONTROL
 DE3283  ___________________________________________________________________
 DE3283* NAD 83(1986)-  33 35 23.     (N)    081 41 41.     (W)     SCALED    
 DE3283* NAVD 88     -       153.083  (meters)     502.24   (feet)  ADJUSTED  
 DE3283  ___________________________________________________________________
 DE3283  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3283  DYNAMIC HT  -         152.918 (meters)     501.70  (feet)  COMP
 DE3283  MODELED GRAV-     979,556.3   (mgal)                       NAVD 88
 DE3283
 DE3283  VERT ORDER  -  FIRST     CLASS II
 DE3283
 DE3283.The horizontal coordinates were scaled from a topographic map and have
 DE3283.an estimated accuracy of +/- 6 seconds.
 DE3283
 DE3283.The orthometric height was determined by differential leveling
 DE3283.and adjusted by the National Geodetic Survey in April 1994..
 DE3283
 DE3283.The geoid height was determined by GEOID03.
 DE3283
 DE3283.The dynamic height is computed by dividing the NAVD 88
 DE3283.geopotential number by the normal gravity value computed on the
 DE3283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3283.degrees latitude (g = 980.6199 gals.).
 DE3283
 DE3283.The modeled gravity was interpolated from observed gravity values.
 DE3283
 DE3283;                    North         East    Units  Estimated Accuracy
 DE3283;SPC SC       -   194,990.      545,130.      MT  (+/- 180 meters Scaled)
 DE3283
 DE3283                          SUPERSEDED SURVEY CONTROL
 DE3283
 DE3283.No superseded survey control is available for this station.
 DE3283
 DE3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT355168(NAD 83)
 DE3283_MARKER: DD = SURVEY DISK
 DE3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3283_SP_SET: CONCRETE POST
 DE3283_STAMPING: 2 084 1992
 DE3283_MARK LOGO: SCGS  
 DE3283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3283+STABILITY: SURFACE MOTION
 DE3283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3283+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DE3283
 DE3283  HISTORY     - Date     Condition        Report By
 DE3283  HISTORY     - 1992     MONUMENTED       SCGS
 DE3283  HISTORY     - 20000920 GOOD             SCGS
 DE3283  HISTORY     - 20030825 GOOD             USPSQD
 DE3283
 DE3283                          STATION DESCRIPTION
 DE3283
 DE3283'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3283'STATION IS LOCATED 2.65 MILES (4.26 KM) NORTHEAST OF AIKEN,
 DE3283'OWNERSHIP-- SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3283'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3283'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118, TRUCK 19
 DE3283'NORTH (RUTLAND DRIVE NORTHEAST), U.S. HIGHWAYS 1 (YORK STREET
 DE3283'NORTHEAST), TRUCK 1 AND 78 (RUTLAND DRIVE NORTHEAST), 1.65 MILES
 DE3283'(2.66 KM) NORTHEAST OF AIKEN, GO NORTH NORTHEAST ON HIGHWAY 1 FOR
 DE3283'1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 495 (MAY ROYAL
 DE3283'DRIVE) AND THE STATION NEAR AN AIKEN COUNTY SHRINE CLUB SIGN IN THE
 DE3283'NORTHEAST ANGLE.
 DE3283'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3283'(15.2 CM) ABOVE THE HIGHWAY, 56.6 FEET (17.3 M) SOUTH SOUTHWEST OF
 DE3283'SURVEY STATION 19 NW 19, 17.2 FEET (5.2 M) EAST SOUTHEAST OF POWER
 DE3283'POLE NUMBER C19665, 20.2 FEET (6.2 M) NORTHEAST OF A FIRE HYDRANT,
 DE3283'21.5 FEET (6.6 M) NORTHEAST OF THE NORTHEAST CORNER OF A RAISED
 DE3283'CONCRETE COVER OF A DRAIN BASIN, 25.4 FEET (7.7 M) SOUTHEAST OF THE
 DE3283'SOUTHEAST EDGE OF THE CURB OF THE HIGHWAY, 55.4 FEET (16.9 M) NORTH
 DE3283'OF THE CENTER OF ROAD 495, 25.1 FEET (7.7 M) NORTH NORTHEAST OF POWER
 DE3283'POLE NUMBER 136671 WITH A TRANSFORMER, AN ELECTRIC METER AND TWO
 DE3283'SECURITY LIGHTS, 8.4 FEET (2.6 M) WEST OF THE CENTER LEG OF THE SIGN,
 DE3283'17.6 FEET (5.4 M) EAST SOUTHEAST OF A WITNESS POST.
 DE3283'RECOVERED BY T. HALL.
 DE3283
 DE3283                          STATION RECOVERY (2000)
 DE3283
 DE3283'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3283'STATION IS LOCATED 2.5 MILES (4.0 KM) NORTH NORTHEAST OF AIKEN.
 DE3283'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3283'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3283'JUNCTION OF STATE HIGHWAYS 118, TRUCK 19 NORTH (RUTLAND DRIVE
 DE3283'NORTHEAST) , U.S.  HIGHWAYS 1 (YORK STREET NORTHEAST) , TRUCK 1 AND 78
 DE3283'(RUTLAND DRIVE NORTHEAST) , 1.65 MILES (2.66 KM) NORTHEAST OF AIKEN,
 DE3283'GO NORTH NORTHEAST ON HIGHWAY 1 FOR 1.1 MILES (1.8 KM) TO THE STATION
 DE3283'NEAR A SIGN FOR THE AIKEN COUNTY SHRINERS CLUB.  STATION IS A CONCRETE
 DE3283'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE JUNCTION,
 DE3283'56.6 FEET (17.3 M) SOUTH SOUTHWEST OF SURVEY STATION 19 NW 19, 14.3
 DE3283'FEET (4.4 M) EAST OF A METAL FLAG POLE, 17.5 FEET (5.3 M) EAST
 DE3283'SOUTHEAST OF A POWER POLE C-19665, 20.4 FEET (6.2 M) NORTHEAST OF A
 DE3283'FIRE HYDRANT, 17.6 FEET (5.4 M) NORTH OF A METER POLE WITH A
 DE3283'TRANSFORMER BOX ATTACHED, 17.8 FEET (5.4 M) EAST SOUTHEAST OF A
 DE3283'WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 DE3283
 DE3283                          STATION RECOVERY (2003)
 DE3283
 DE3283'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3281 ***********************************************************************
 DE3281  DESIGNATION -  2 085
 DE3281  PID         -  DE3281
 DE3281  STATE/COUNTY-  SC/AIKEN
 DE3281  USGS QUAD   -  AIKEN (1980)
 DE3281
 DE3281                         *CURRENT SURVEY CONTROL
 DE3281  ___________________________________________________________________
 DE3281* NAD 83(1986)-  33 36 13.     (N)    081 41 10.     (W)     SCALED    
 DE3281* NAVD 88     -       108.629  (meters)     356.39   (feet)  ADJUSTED  
 DE3281  ___________________________________________________________________
 DE3281  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3281  DYNAMIC HT  -         108.512 (meters)     356.01  (feet)  COMP
 DE3281  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 DE3281
 DE3281  VERT ORDER  -  FIRST     CLASS II
 DE3281
 DE3281.The horizontal coordinates were scaled from a topographic map and have
 DE3281.an estimated accuracy of +/- 6 seconds.
 DE3281
 DE3281.The orthometric height was determined by differential leveling
 DE3281.and adjusted by the National Geodetic Survey in April 1994..
 DE3281
 DE3281.The geoid height was determined by GEOID03.
 DE3281
 DE3281.The dynamic height is computed by dividing the NAVD 88
 DE3281.geopotential number by the normal gravity value computed on the
 DE3281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3281.degrees latitude (g = 980.6199 gals.).
 DE3281
 DE3281.The modeled gravity was interpolated from observed gravity values.
 DE3281
 DE3281;                    North         East    Units  Estimated Accuracy
 DE3281;SPC SC       -   196,530.      545,930.      MT  (+/- 180 meters Scaled)
 DE3281
 DE3281                          SUPERSEDED SURVEY CONTROL
 DE3281
 DE3281.No superseded survey control is available for this station.
 DE3281
 DE3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT363184(NAD 83)
 DE3281_MARKER: DD = SURVEY DISK
 DE3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3281_SP_SET: CONCRETE POST
 DE3281_STAMPING: 2 085 1992
 DE3281_MARK LOGO: SCGS  
 DE3281_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3281+STABILITY: SURFACE MOTION
 DE3281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3281+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DE3281
 DE3281  HISTORY     - Date     Condition        Report By
 DE3281  HISTORY     - 1992     MONUMENTED       SCGS
 DE3281  HISTORY     - 20000920 GOOD             SCGS
 DE3281  HISTORY     - 20030825 GOOD             USPSQD
 DE3281
 DE3281                          STATION DESCRIPTION
 DE3281
 DE3281'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3281'STATION IS LOCATED 3.7 MILES (6.0 KM) NORTHEAST OF AIKEN, OWNERSHIP--
 DE3281'SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC
 DE3281'29202, PHONE 803-737-1350.
 DE3281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118, TRUCK 19
 DE3281'NORTH (RUTLAND DRIVE NORTHEAST), U.S. HIGHWAYS 1 (YORK STREET
 DE3281'NORTHEAST), TRUCK 1 AND 78 (RUTLAND DRIVE NORTHEAST), 1.65 MILES
 DE3281'(2.66 KM) NORTHEAST OF AIKEN, GO NORTH NORTHEAST ON HIGHWAY 1 FOR
 DE3281'1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 495 (MAY ROYAL
 DE3281'DRIVE), CONTINUE AHEAD ON HIGHWAY 1 FOR 1.1 MILES (1.8 KM) TO A
 DE3281'DRIVEWAY LEFT LEADING TO AN AIKEN WATER FILTRATION PLANT AND THE
 DE3281'STATION IN THE NORTH ANGLE.
 DE3281'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET
 DE3281'(0.9 M) ABOVE THE HIGHWAY, 17.8 FEET (5.4 M) SOUTH SOUTHEAST OF A
 DE3281'1.7-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED,67.8 FEET
 DE3281'WEST NORTHWEST OF THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 DE3281'14.4 FEET (4.4 M) NORTHEAST OF THE CENTER OF THE DRIVEWAY, 20.5 FEET
 DE3281'(6.2 M) WEST NORTHWEST OF THE NORTHEAST END OF A 4.0-FOOT CONCRETE
 DE3281'PIPE CULVERT BENEATH THE DRIVEWAY, 33.6 FEET (10.2 M) WEST NORTHWEST
 DE3281'THE CENTER OF A METAL CAP ON A PVC WATER LINE PIPE PROJECTING 2-FEET,
 DE3281'26.8 FEET (8.2 M) SOUTH SOUTHWEST OF A 1.7-FOOT PECAN TREE, 1.1 FEET
 DE3281'(0.3 M) EAST SOUTHEAST OF A WITNESS POST.
 DE3281'RECOVERED BY T. HALL.
 DE3281
 DE3281                          STATION RECOVERY (2000)
 DE3281
 DE3281'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3281'STATION IS LOCATED 3.6 MILES (5.8 KM) NORTH NORTHEAST OF AIKEN.
 DE3281'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3281'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3281'JUNCTION OF U.S.  HIGHWAY 1 (YORK STREET NORTHEAST) AND STATE HIGHWAY
 DE3281'118, U.S.  HIGHWAY 1 TRUCK BY-PASS, U.S.  HIGHWAY 78 TRUCK BY-PASS
 DE3281'(RUTLAND DRIVE NORTHEAST) IN AIKEN, GO NORTH NORTHEAST ON HIGHWAY 1
 DE3281'FOR 2.1 MILES (3.4 KM) TO THE STATION IN THE NORTHWEST ANGLE OF THE
 DE3281'PAVED ENTRANCE DRIVE LEADING TO THE AIKEN COUNTY WATER SUPPLY
 DE3281'BUILDING.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0
 DE3281'FEET (1.8 M) ABOVE THE HIGHWAY, 21.4 FEET (6.5 M) WEST NORTHWEST OF
 DE3281'THE NORTH END OF A 3.6-FOOT CONCRETE PIPE CULVERT BENEATH THE ENTRANCE
 DE3281'DRIVE, 15.2 FEET (4.6 M) NORTH NORTHEAST OF THE CENTER OF THE ENTRANCE
 DE3281'DRIVE, 33.6 FEET (10.2 M) WEST NORTHWEST OF A RAISED WATER VALVE
 DE3281'COVER, 26.6 FEET (8.1 M) SOUTH SOUTHWEST OF A 1.3-FOOT HICKORY TREE,
 DE3281'1.1 FEET (0.3 M) EAST OF A WITNESS POST. RECOVERED BY D.L.  BRECHLIN.
 DE3281
 DE3281                          STATION RECOVERY (2003)
 DE3281
 DE3281'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3277 ***********************************************************************
 DE3277  DESIGNATION -  2 087
 DE3277  PID         -  DE3277
 DE3277  STATE/COUNTY-  SC/AIKEN
 DE3277  USGS QUAD   -  AIKEN NW (1982)
 DE3277
 DE3277                         *CURRENT SURVEY CONTROL
 DE3277  ___________________________________________________________________
 DE3277* NAD 83(1986)-  33 37 56.     (N)    081 40 40.     (W)     SCALED    
 DE3277* NAVD 88     -       147.014  (meters)     482.33   (feet)  ADJUSTED  
 DE3277  ___________________________________________________________________
 DE3277  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DE3277  DYNAMIC HT  -         146.856 (meters)     481.81  (feet)  COMP
 DE3277  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DE3277
 DE3277  VERT ORDER  -  FIRST     CLASS II
 DE3277
 DE3277.The horizontal coordinates were scaled from a topographic map and have
 DE3277.an estimated accuracy of +/- 6 seconds.
 DE3277
 DE3277.The orthometric height was determined by differential leveling
 DE3277.and adjusted by the National Geodetic Survey in April 1994..
 DE3277
 DE3277.The geoid height was determined by GEOID03.
 DE3277
 DE3277.The dynamic height is computed by dividing the NAVD 88
 DE3277.geopotential number by the normal gravity value computed on the
 DE3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3277.degrees latitude (g = 980.6199 gals.).
 DE3277
 DE3277.The modeled gravity was interpolated from observed gravity values.
 DE3277
 DE3277;                    North         East    Units  Estimated Accuracy
 DE3277;SPC SC       -   199,700.      546,730.      MT  (+/- 180 meters Scaled)
 DE3277
 DE3277                          SUPERSEDED SURVEY CONTROL
 DE3277
 DE3277.No superseded survey control is available for this station.
 DE3277
 DE3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT371215(NAD 83)
 DE3277_MARKER: DD = SURVEY DISK
 DE3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3277_SP_SET: CONCRETE POST
 DE3277_STAMPING: 2 087 1992
 DE3277_MARK LOGO: SCGS  
 DE3277_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3277+STABILITY: SURFACE MOTION
 DE3277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3277+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2000
 DE3277
 DE3277  HISTORY     - Date     Condition        Report By
 DE3277  HISTORY     - 1992     MONUMENTED       SCGS
 DE3277  HISTORY     - 20000925 GOOD             SCGS
 DE3277
 DE3277                          STATION DESCRIPTION
 DE3277
 DE3277'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3277'STATION IS LOCATED 5.75 MILES (9.25 KM) NORTHEAST OF AIKEN, 7.4 MILES
 DE3277'(11.9 KM) EAST NORTHEAST OF VAUCLUSE, OWNERSHIP-- SCDHPT, DIRECTOR OF
 DE3277'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3277'803-737-1350.
 DE3277'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND
 DE3277'U.S. HIGHWAY 1, 7.8 MILES (12.6 KM) NORTH NORTHEAST OF AIKEN, GO
 DE3277'SOUTH ON HIGHWAY 1 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF STATE
 DE3277'ROAD 26 (REYNOLDS POND ROAD), CONTINUE ON HIGHWAY 1 FOR 0.65 MILE
 DE3277'(1.05 KM) TO THE ENTRANCE DRIVEWAY LEFT LEADING TO DISABLED AMERICAN
 DE3277'VETERANS ASSEMBLY HALL, CHAPTER 43, AND THE STATION NEAR A WOODEN
 DE3277'SIGN FOR THE LODGE IN THE NORTHEAST ANGLE.
 DE3277'THE STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3277'HIGHWAY, 5.0 FEET (1.5 M) WEST OF NORTH LEG OF THE SIGN, 5.1 FEET
 DE3277'(1.6 M) NORTHWEST OF THE SOUTH LEG OF THE SIGN, 13.5 FEET (4.1 M)
 DE3277'WEST OF A 1.5 FOOT (0.5 M) LIVE OAK TREE, 23.4 FEET (7.1 M) NORTH OF
 DE3277'THE CENTER OF THE DRIVEWAY, 57.8 FEET (17.6 M) EAST SOUTHEAST OF THE
 DE3277'CENTER OF THE HIGHWAY, 116.8 FEET (35.6 M) WEST OF THE SOUTHWEST
 DE3277'CORNER OF THE METAL BUILDING, 122.8 FEET (37.4 M) SOUTHEAST OF SURVEY
 DE3277'STATION 16 NE 12 ACROSS THE HIGHWAY, 4.8 FEET (1.5 M) NORTHWEST OF A
 DE3277'WITNESS POST.
 DE3277'DESCRIBED BY T. HALL.
 DE3277
 DE3277                          STATION RECOVERY (2000)
 DE3277
 DE3277'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3277'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTH NORTHEAST OF AIKEN, 14.7
 DE3277'MILES (23.7 KM) SOUTH OF RIDGE SPRING.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3277'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3277'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE3277'INTERSTATE 20 (EXIT 22) AND U.S.  HIGHWAY 1, 7.7 MILES (12.4 KM) NORTH
 DE3277'NORTHEAST OF AIKEN, GO SOUTH ON HIGHWAY 1 FOR 2.4 MILES (3.9 KM) TO
 DE3277'THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF A PAVED ENTRANCE
 DE3277'DRIVE OF A BLUE METAL BUILDING FOR THE DISABLED AMERICAN VETERANS
 DE3277'NUMBER 2194.  STATION IS A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM)
 DE3277'AND LEVEL WITH THE HIGHWAY, 13.6 FEET (4.1 M) WEST NORTHWEST OF A
 DE3277'1.5-FOOT OAK TREE, 24.2 FEET (7.4 M) NORTH NORTHEAST OF THE CENTER OF
 DE3277'THE DRIVE, 58.2 FEET (17.7 M) EAST SOUTHEAST OF THE CENTER OF THE
 DE3277'HIGHWAY, 106.7 FEET (32.5 M) SOUTHWEST OF A SECURITY LIGHT POLE NUMBER
 DE3277'92708 WITH A SCGS REFERENCE WASHER ATTACHED.  RECOVERED BY D.L.
 DE3277'BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3276 ***********************************************************************
 DE3276  DESIGNATION -  2 088
 DE3276  PID         -  DE3276
 DE3276  STATE/COUNTY-  SC/AIKEN
 DE3276  USGS QUAD   -  AIKEN NW (1982)
 DE3276
 DE3276                         *CURRENT SURVEY CONTROL
 DE3276  ___________________________________________________________________
 DE3276* NAD 83(1986)-  33 39 22.     (N)    081 40 29.     (W)     SCALED    
 DE3276* NAVD 88     -       147.771  (meters)     484.81   (feet)  ADJUSTED  
 DE3276  ___________________________________________________________________
 DE3276  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DE3276  DYNAMIC HT  -         147.614 (meters)     484.30  (feet)  COMP
 DE3276  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DE3276
 DE3276  VERT ORDER  -  FIRST     CLASS II
 DE3276
 DE3276.The horizontal coordinates were scaled from a topographic map and have
 DE3276.an estimated accuracy of +/- 6 seconds.
 DE3276
 DE3276.The orthometric height was determined by differential leveling
 DE3276.and adjusted by the National Geodetic Survey in April 1994..
 DE3276
 DE3276.The geoid height was determined by GEOID03.
 DE3276
 DE3276.The dynamic height is computed by dividing the NAVD 88
 DE3276.geopotential number by the normal gravity value computed on the
 DE3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3276.degrees latitude (g = 980.6199 gals.).
 DE3276
 DE3276.The modeled gravity was interpolated from observed gravity values.
 DE3276
 DE3276;                    North         East    Units  Estimated Accuracy
 DE3276;SPC SC       -   202,340.      547,030.      MT  (+/- 180 meters Scaled)
 DE3276
 DE3276                          SUPERSEDED SURVEY CONTROL
 DE3276
 DE3276.No superseded survey control is available for this station.
 DE3276
 DE3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT374242(NAD 83)
 DE3276_MARKER: DD = SURVEY DISK
 DE3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3276_SP_SET: CONCRETE POST
 DE3276_STAMPING: 2 088 1992
 DE3276_MARK LOGO: SCGS  
 DE3276_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3276+STABILITY: SURFACE MOTION
 DE3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3276+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DE3276
 DE3276  HISTORY     - Date     Condition        Report By
 DE3276  HISTORY     - 1992     MONUMENTED       SCGS
 DE3276  HISTORY     - 20000925 MARK NOT FOUND   SCGS
 DE3276
 DE3276                          STATION DESCRIPTION
 DE3276
 DE3276'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3276'STATION IS LOCATED 7.2 MILES (11.6 KM) NORTH NORTHEAST OF AIKEN, 8.1
 DE3276'MILES (13.0 KM) NORTHEAST OF VAUCLUSE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3276'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3276'803-737-1350.
 DE3276'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND
 DE3276'U.S. HIGHWAY 1, 7.8 MILES (12.6 KM) NORTH NORTHEAST OF AIKEN, GO
 DE3276'SOUTH ON HIGHWAY 1 FOR 0.70 MILE (1.13 KM) TO THE JUNCTION OF STATE
 DE3276'ROAD 1693 (WINDHAM BOULEVARD) AND THE STATION NEAR THE NORTHEAST
 DE3276'CORNER OF A BRICK ENTRANCE SIGN FOR VERENES INDUSTRIAL PARK IN THE
 DE3276'SOUTHWEST ANGLE.
 DE3276'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DE3276'(15.2 CM) BELOW THE HIGHWAY, 80.4 FEET (24.5 M) WEST OF THE CENTER OF
 DE3276'THE HIGHWAY, 40.6 FEET (12.4 M) SOUTH OF THE CENTER OF THE ROAD, 8.2
 DE3276'FEET (2.5 M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE SIGN, 39.8
 DE3276'FEET (12.1 M) WEST OF A WITNESS POST AT THE BASE OF A STOP SIGN.
 DE3276'DESCRIBED BY T. HALL.
 DE3276
 DE3276                          STATION RECOVERY (2000)
 DE3276
 DE3276'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3276'NOT RECOVERED, PRESUMED DESTROYED FROM CONSTRUCTION OF SIGN.  RECOVERY
 DE3276'BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4030 ***********************************************************************
 AA4030  DESIGNATION -  2 089
 AA4030  PID         -  AA4030
 AA4030  STATE/COUNTY-  SC/AIKEN
 AA4030  USGS QUAD   -  NORTH AUGUSTA (1980)
 AA4030
 AA4030                         *CURRENT SURVEY CONTROL
 AA4030  ___________________________________________________________________
 AA4030* NAD 83(1986)-  33 32 02.     (N)    081 59 14.     (W)     SCALED    
 AA4030* NAVD 88     -       106.958  (meters)     350.91   (feet)  ADJUSTED  
 AA4030  ___________________________________________________________________
 AA4030  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 AA4030  DYNAMIC HT  -         106.845 (meters)     350.54  (feet)  COMP
 AA4030  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 AA4030
 AA4030  VERT ORDER  -  FIRST     CLASS II
 AA4030
 AA4030.The horizontal coordinates were scaled from a topographic map and have
 AA4030.an estimated accuracy of +/- 6 seconds.
 AA4030
 AA4030.The orthometric height was determined by differential leveling
 AA4030.and adjusted by the National Geodetic Survey in September 1998..
 AA4030
 AA4030.The geoid height was determined by GEOID03.
 AA4030
 AA4030.The dynamic height is computed by dividing the NAVD 88
 AA4030.geopotential number by the normal gravity value computed on the
 AA4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4030.degrees latitude (g = 980.6199 gals.).
 AA4030
 AA4030.The modeled gravity was interpolated from observed gravity values.
 AA4030
 AA4030;                    North         East    Units  Estimated Accuracy
 AA4030;SPC SC       -   189,020.      517,920.      MT  (+/- 180 meters Scaled)
 AA4030
 AA4030                          SUPERSEDED SURVEY CONTROL
 AA4030
 AA4030.No superseded survey control is available for this station.
 AA4030
 AA4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT083109(NAD 83)
 AA4030_MARKER: DD = SURVEY DISK
 AA4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4030_STAMPING: 2 089 1993
 AA4030_MARK LOGO: SCGS  
 AA4030_PROJECTION: RECESSED 3 CENTIMETERS
 AA4030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4030+STABILITY: SURFACE MOTION
 AA4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4030+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 AA4030
 AA4030  HISTORY     - Date     Condition        Report By
 AA4030  HISTORY     - 1993     MONUMENTED       SCGS
 AA4030  HISTORY     - 20001204 GOOD             SCGS
 AA4030  HISTORY     - 20031007 GOOD             USPSQD
 AA4030  HISTORY     - 20041116 GOOD             SCGS
 AA4030
 AA4030                          STATION DESCRIPTION
 AA4030
 AA4030'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4030'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH NORTHWEST OF NORTH
 AA4030'AUGUSTA. OWNERSHIP--0.L. COLLINS, 1104 WEST MARTINTOWN ROAD, NORTH
 AA4030'AUGUSTA, SC 29841, PHONE 803-279-6728. TO REACH THE STATION FROM THE
 AA4030'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 230 (MARTINTOWN
 AA4030'ROAD), 3.5 MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO
 AA4030'SOUTHEAST ON HIGHWAY 230 FOR 0.5 MILE (0.8 KM) TO THE STATION IN THE
 AA4030'SOUTHWEST ANGLE OF AN ENTRANCE DRIVEWAY RIGHT TO A BRICK HOUSE NUMBER
 AA4030'1104 AND AT THE EXTENDED CENTER OF STATE ROAD 1905 (KNOBCONE DRIVE).
 AA4030'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 3.5 FEET
 AA4030'(1.1 M) ABOVE THE HIGHWAY, 7.0 FEET (2.1 M) NORTH NORTHWEST OF THE
 AA4030'EXTENDED CENTER OF THE ROAD, 16.0 FEET (4.9 M) SOUTHWEST OF THE
 AA4030'SOUTHWEST CORNER OF A BRICK ENTRANCE PILLAR IN THE SOUTHWEST ANGLE OF
 AA4030'THE DRIVEWAY, 20.0 FEET (6.1 M) SOUTH OF THE CENTER OF THE DRIVEWAY,
 AA4030'7.9 FEET (2.4 M) EAST NORTHEAST OF A POWER POLE NUMBER
 AA4030'35740/488-15-8.5-7.5 WITH TWO GUY WIRES, 145.2 FEET (44.3 M) EAST OF
 AA4030'THE SOUTHEAST CORNER OF THE HOUSE, 26.0 FEET (7.9 M) WEST SOUTHWEST OF
 AA4030'THE EAST EDGE OF THE CURB OF THE HIGHWAY, 5.0 FEET (1.5 M) NORTH OF A
 AA4030'WITNESS POST AT A FENCE POST OF A WIRE FENCE LINE. DESCRIBED BY T.
 AA4030'HALL.
 AA4030
 AA4030                          STATION RECOVERY (2000)
 AA4030
 AA4030'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4030'STATION IS LOCATED 2.6 MILES (4.2 KM) NORTH NORTHWEST OF NORTH
 AA4030'AUGUSTA, 15.5 MILES (24.9 KM) WEST OF AIKEN.  OWNERSHIP--O.L. COLLINS,
 AA4030'1104 WEST MARTINTOWN ROAD, NORTH AUGUSTA, SC 29841, PHONE
 AA4030'803-279-6728.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4030'INTERSTATE 20 (EXIT 1) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) , 3.3
 AA4030'MILES (5.3 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO SOUTHEAST ON
 AA4030'HIGHWAY 230 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE RIGHT IN THE
 AA4030'SOUTHWEST ANGLE OF THE DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 1104.
 AA4030'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 4.0 FEET
 AA4030'(1.2 M) ABOVE THE HIGHWAY, 25.1 FEET (7.7 M) WEST SOUTHWEST OF THE
 AA4030'EAST EDGE OF THE HIGHWAY CURB, 20.0 FEET (6.1 M) SOUTH OF THE CENTER
 AA4030'OF THE DRIVEWAY, 11.0 FEET (3.4 M) NORTH OF THE EXTENDED CENTER OF
 AA4030'STATE ROAD 1905 (KNOBCONE DRIVE) , 15.9 FEET (4.8 M) WEST SOUTHWEST OF
 AA4030'THE SOUTHWEST CORNER OF A BRICK ENTRANCE PILLAR IN THE SOUTHWEST ANGLE
 AA4030'OF THE DRIVEWAY, 6.3 FEET (1.9 M) EAST NORTHEAST OF A POWER POLE
 AA4030'NUMBER 488-15-85-7.5, 4.8 FEET (1.5 M) NORTH OF A WITNESS POST.
 AA4030'RECOVERED BY J.B.  SMOAK.
 AA4030
 AA4030                          STATION RECOVERY (2003)
 AA4030
 AA4030'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 AA4030'RECOVERED IN GOOD CONDITION.
 AA4030
 AA4030                          STATION RECOVERY (2004)
 AA4030
 AA4030'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AA4030'STATION IS LOCATED 2.6 MILES NORTH NORTHWEST OF NORTH AUGUSTA, 15.5
 AA4030'MILES WEST OF  AIKEN. OWNERSHIP--O.L. COLLINS, 1104 MARTINTOWN ROAD,
 AA4030'NORTH AUGUSTA, SC 29841, PHONE  803-279-6728. TO REACH THE STATION
 AA4030'FROM THE JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 1) AND STATE
 AA4030'HIGHWAY 230 (MARTINTOWN ROAD), 3.3 MILES NORTH NORTHWEST OF NORTH
 AA4030'AUGUSTA, GO  SOUTHEAST ON HIGHWAY 230 FOR 0.6 MILE TO THE STATION ON
 AA4030'THE RIGHT IN THE  SOUTHWEST ANGLE OF THE DRIVEWAY LEADING TO A BRICK
 AA4030'HOUSE NUMBER 1104. STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND
 AA4030'4.0 FEET ABOVE THE HIGHWAY, 25.1  FEET WEST SOUTHWEST OF THE EAST EDGE
 AA4030'OF THE HIGHWAY CURB, 20.0 FEET SOUTH OF THE  CENTER OF THE DRIVEWAY,
 AA4030'11.0 FEET NORTH OF THE EXTENDED CENTER OF STATE ROAD 1905  (KNOBCONE
 AA4030'DRIVE), 16.0 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 AA4030'ENTRANCE PILLAR IN THE SOUTHWEST ANGLE OF THE DRIVEWAY, 6.4 FEET EAST
 AA4030'NORTHEAST OF A  POWER POLE NUMBER 488-15-85-7.5, 4.7 FEET NORTH OF A
 AA4030'WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4029 ***********************************************************************
 AA4029  DESIGNATION -  2 090
 AA4029  PID         -  AA4029
 AA4029  STATE/COUNTY-  SC/AIKEN
 AA4029  USGS QUAD   -  NORTH AUGUSTA (1980)
 AA4029
 AA4029                         *CURRENT SURVEY CONTROL
 AA4029  ___________________________________________________________________
 AA4029* NAD 83(1986)-  33 31 22.     (N)    081 58 47.     (W)     SCALED    
 AA4029* NAVD 88     -        96.311  (meters)     315.98   (feet)  ADJUSTED  
 AA4029  ___________________________________________________________________
 AA4029  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AA4029  DYNAMIC HT  -          96.210 (meters)     315.65  (feet)  COMP
 AA4029  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 AA4029
 AA4029  VERT ORDER  -  FIRST     CLASS II
 AA4029
 AA4029.The horizontal coordinates were scaled from a topographic map and have
 AA4029.an estimated accuracy of +/- 6 seconds.
 AA4029
 AA4029.The orthometric height was determined by differential leveling
 AA4029.and adjusted by the National Geodetic Survey in September 1998..
 AA4029
 AA4029.The geoid height was determined by GEOID03.
 AA4029
 AA4029.The dynamic height is computed by dividing the NAVD 88
 AA4029.geopotential number by the normal gravity value computed on the
 AA4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4029.degrees latitude (g = 980.6199 gals.).
 AA4029
 AA4029.The modeled gravity was interpolated from observed gravity values.
 AA4029
 AA4029;                    North         East    Units  Estimated Accuracy
 AA4029;SPC SC       -   187,780.      518,610.      MT  (+/- 180 meters Scaled)
 AA4029
 AA4029                          SUPERSEDED SURVEY CONTROL
 AA4029
 AA4029.No superseded survey control is available for this station.
 AA4029
 AA4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT090096(NAD 83)
 AA4029_MARKER: DD = SURVEY DISK
 AA4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4029_STAMPING: 2 090 1993
 AA4029_MARK LOGO: SCGS  
 AA4029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4029+STABILITY: SURFACE MOTION
 AA4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4029+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 AA4029
 AA4029  HISTORY     - Date     Condition        Report By
 AA4029  HISTORY     - 1993     MONUMENTED       SCGS
 AA4029  HISTORY     - 20001204 GOOD             SCGS
 AA4029  HISTORY     - 20031007 GOOD             USPSQD
 AA4029
 AA4029                          STATION DESCRIPTION
 AA4029
 AA4029'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4029'STATION IS LOCATED 2.15 MILES (3.46 KM) NORTH OF NORTH AUGUSTA.
 AA4029'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4029'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4029'OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 230 (MARTINTOWN ROAD), 3.5
 AA4029'MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO SOUTHEAST ON
 AA4029'HIGHWAY 230 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE ROAD
 AA4029'1930 (BROOKGREEN DRIVE) AND THE STATION NEAR A CONCRETE POWER POLE IN
 AA4029'THE NORTHWEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH
 AA4029'WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 52.5 FEET (16.0
 AA4029'M) SOUTH SOUTHWEST OF A CONCRETE STREET LIGHT POLE NUMBER 369186, 41.3
 AA4029'FEET (12.6 M) WEST NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 AA4029'THE HIGHWAY, 18.4 FEET (5.6 M) NORTH NORTHEAST OF THE SOUTH EDGE OF
 AA4029'THE CURB OF THE ROAD, 16.6 FEET (5.1 M) NORTHWEST OF THE CONCRETE
 AA4029'POWER POLE NUMBER 354434 WITH TWO GUY WIRES, 20.6 FEET (6.3 M) WEST OF
 AA4029'THE SOUTHWEST CORNER OF A BRICK PILLAR AT THE SOUTH END OF A STUCCOED
 AA4029'WALL, 107.7 FEET (32.8 M) SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 AA4029'HOUSE, 18.5 FEET (5.6 M) NORTHWEST OF A WITNESS POST AT A STREET SIGN
 AA4029'POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4029
 AA4029                          STATION RECOVERY (2000)
 AA4029
 AA4029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4029'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTH NORTHWEST OF NORTH
 AA4029'AUGUSTA, 15.2 MILES (24.5 KM) WEST OF AIKEN.  OWNERSHIP--SCDOT,
 AA4029'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4029'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4029'INTERSTATE 20 (EXIT 1) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) , 3.3
 AA4029'MILES (5.3 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO SOUTHEAST ON
 AA4029'HIGHWAY 230 FOR 1.45 MILES (2.33 KM) TO THE STATION ON THE RIGHT NEAR
 AA4029'A CONCRETE POWER POLE IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE
 AA4029'ROAD 1930 (BROOKGREEN DRIVE) .  STATION IS A CONCRETE POST RECESSED
 AA4029'0.2 FOOT (6.1 CM) AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 41.5 FEET
 AA4029'(12.6 M) WEST NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 AA4029'HIGHWAY, 17.5 FEET (5.3 M) NORTH NORTHEAST OF THE SOUTH EDGE OF THE
 AA4029'ROAD CURB, 16.4 FEET (5.0 M) NORTHWEST OF THE POWER POLE NUMBER 354434
 AA4029'WITH TWO GUY WIRES, 21.9 FEET (6.7 M) WEST OF THE SOUTHWEST CORNER OF
 AA4029'A BRICK PILLAR AT THE SOUTH END OF A STUCCOED WALL, 11.3 FEET (3.4 M)
 AA4029'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE WESTERN MOST BRICK
 AA4029'PILLAR USED AS A GATE POST, 18.3 FEET (5.6 M) NORTHWEST OF A WITNESS
 AA4029'POST AT A STREET SIGN POST.  RECOVERED BY J.B.  SMOAK.
 AA4029
 AA4029                          STATION RECOVERY (2003)
 AA4029
 AA4029'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 AA4029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4028 ***********************************************************************
 AA4028  DESIGNATION -  2 091
 AA4028  PID         -  AA4028
 AA4028  STATE/COUNTY-  SC/AIKEN
 AA4028  USGS QUAD   -  NORTH AUGUSTA (1980)
 AA4028
 AA4028                         *CURRENT SURVEY CONTROL
 AA4028  ___________________________________________________________________
 AA4028* NAD 83(1986)-  33 30 51.     (N)    081 58 44.     (W)     SCALED    
 AA4028* NAVD 88     -        90.351  (meters)     296.43   (feet)  ADJUSTED  
 AA4028  ___________________________________________________________________
 AA4028  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AA4028  DYNAMIC HT  -          90.256 (meters)     296.11  (feet)  COMP
 AA4028  MODELED GRAV-     979,582.7   (mgal)                       NAVD 88
 AA4028
 AA4028  VERT ORDER  -  FIRST     CLASS II
 AA4028
 AA4028.The horizontal coordinates were scaled from a topographic map and have
 AA4028.an estimated accuracy of +/- 6 seconds.
 AA4028
 AA4028.The orthometric height was determined by differential leveling
 AA4028.and adjusted by the National Geodetic Survey in September 1998..
 AA4028
 AA4028.The geoid height was determined by GEOID03.
 AA4028
 AA4028.The dynamic height is computed by dividing the NAVD 88
 AA4028.geopotential number by the normal gravity value computed on the
 AA4028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4028.degrees latitude (g = 980.6199 gals.).
 AA4028
 AA4028.The modeled gravity was interpolated from observed gravity values.
 AA4028
 AA4028;                    North         East    Units  Estimated Accuracy
 AA4028;SPC SC       -   186,830.      518,670.      MT  (+/- 180 meters Scaled)
 AA4028
 AA4028                          SUPERSEDED SURVEY CONTROL
 AA4028
 AA4028.No superseded survey control is available for this station.
 AA4028
 AA4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT090087(NAD 83)
 AA4028_MARKER: DD = SURVEY DISK
 AA4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4028_STAMPING: 2 091 1993
 AA4028_MARK LOGO: SCGS  
 AA4028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4028+STABILITY: SURFACE MOTION
 AA4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4028+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 AA4028
 AA4028  HISTORY     - Date     Condition        Report By
 AA4028  HISTORY     - 1993     MONUMENTED       SCGS
 AA4028  HISTORY     - 20001204 GOOD             SCGS
 AA4028  HISTORY     - 20031007 GOOD             USPSQD
 AA4028
 AA4028                          STATION DESCRIPTION
 AA4028
 AA4028'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4028'STATION IS LOCATED 1.55 MILES (2.49 KM) NORTH OF NORTH AUGUSTA.
 AA4028'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4028'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4028'OF U.S. HIGHWAY 25 BUSINESS (GEORGIA AVENUE) AND STATE HIGHWAY 230
 AA4028'(MARTINTOWN ROAD WEST) IN NORTH AUGUSTA, GO NORTHWEST ON HIGHWAY 230
 AA4028'FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 313 (PARTRIDGE
 AA4028'LANE), CONTINUE ON HIGHWAY 230 FOR 0.25 MILE (0.40 KM) TO THE STATION
 AA4028'ON THE LEFT NEAR A CONCRETE POWER POLE GUY WIRE ANCHOR IN THE SOUTH
 AA4028'ANGLE OF BUNTING DRIVE AT A PEDESTRIAN TUNNEL BENEATH THE HIGHWAY.
 AA4028'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M)
 AA4028'BELOW THE HIGHWAY, 40.5 FEET (12.3 M) NORTHWEST OF A CONCRETE LIGHT
 AA4028'POLE NUMBER 420569, 30.9 FEET (9.4 M) SOUTH SOUTHEAST OF THE NORTH
 AA4028'EDGE OF THE CURB OF BUNTING DRIVE, 50.1 FEET (15.3 M) WEST SOUTHWEST
 AA4028'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 8.9 FEET (2.7 M)
 AA4028'SOUTHWEST OF THE WEST CORNER OF THE LARGE CONCRETE DRAIN COVER, 28.5
 AA4028'FEET (8.7 M) SOUTHWEST OF A LARGE CONCRETE POWER POLE NUMBER 354338
 AA4028'WITH TWO GUY WIRES AND A STREET LIGHT, 14.6 FEET (4.5 M) NORTH
 AA4028'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK LEADING TO THE
 AA4028'PEDESTRIAN TUNNEL, 1.9 FEET (0.6 M) NORTHWEST OF A WITNESS POST .
 AA4028'DESCRIBED BY C.E. GEOGHEGAN.
 AA4028
 AA4028                          STATION RECOVERY (2000)
 AA4028
 AA4028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4028'STATION IS LOCATED 1.1 MILES (1.8 KM) NORTHWEST OF NORTH AUGUSTA, 15.3
 AA4028'MILES (24.6 KM) WEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4028'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4028'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION U.S.  HIGHWAY 25
 AA4028'BUSINESS (GEORGIA AVENUE) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) IN
 AA4028'NORTH AUGUSTA, GO NORTHWEST ON HIGHWAY 230 FOR 1.15 MILES (1.85 KM) TO
 AA4028'THE STATION ON THE LEFT IN THE SOUTH ANGLE OF BUNTING DRIVE AT A
 AA4028'PEDESTRIAN TUNNEL BENEATH THE HIGHWAY.  STATION IS A CONCRETE POST
 AA4028'FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) BELOW THE HIGHWAY, 40.3
 AA4028'FEET (12.3 M) NORTHWEST OF A CONCRETE LIGHT POLE NUMBER 420569, 30.3
 AA4028'FEET (9.2 M) SOUTH SOUTHEAST OF THE NORTH EDGE OF BUNTING DRIVE CURB,
 AA4028'51.2 FEET (15.6 M) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND
 AA4028'LANES OF THE HIGHWAY, 8.7 FEET (2.7 M) SOUTHWEST OF THE WEST CORNER OF
 AA4028'A LARGE CONCRETE DRAIN COVER, 28.1 FEET (8.6 M) SOUTHWEST OF A LARGE
 AA4028'CONCRETE POWER POLE NUMBER 354338 WITH THREE GUY WIRES AND A STREET
 AA4028'LIGHT, 14.3 FEET (4.4 M) NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE
 AA4028'SIDEWALK LEADING TO THE TUNNEL, 1.6 FEET (0.5 M) NORTHWEST OF A
 AA4028'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 AA4028
 AA4028                          STATION RECOVERY (2003)
 AA4028
 AA4028'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 AA4028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4027 ***********************************************************************
 AA4027  DESIGNATION -  2 092
 AA4027  PID         -  AA4027
 AA4027  STATE/COUNTY-  SC/AIKEN
 AA4027  USGS QUAD   -  NORTH AUGUSTA (1980)
 AA4027
 AA4027                         *CURRENT SURVEY CONTROL
 AA4027  ___________________________________________________________________
 AA4027* NAD 83(1986)-  33 30 34.     (N)    081 58 20.     (W)     SCALED    
 AA4027* NAVD 88     -       133.059  (meters)     436.54   (feet)  ADJUSTED  
 AA4027  ___________________________________________________________________
 AA4027  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AA4027  DYNAMIC HT  -         132.919 (meters)     436.09  (feet)  COMP
 AA4027  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 AA4027
 AA4027  VERT ORDER  -  FIRST     CLASS II
 AA4027
 AA4027.The horizontal coordinates were scaled from a topographic map and have
 AA4027.an estimated accuracy of +/- 6 seconds.
 AA4027
 AA4027.The orthometric height was determined by differential leveling
 AA4027.and adjusted by the National Geodetic Survey in September 1998..
 AA4027
 AA4027.The geoid height was determined by GEOID03.
 AA4027
 AA4027.The dynamic height is computed by dividing the NAVD 88
 AA4027.geopotential number by the normal gravity value computed on the
 AA4027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4027.degrees latitude (g = 980.6199 gals.).
 AA4027
 AA4027.The modeled gravity was interpolated from observed gravity values.
 AA4027
 AA4027;                    North         East    Units  Estimated Accuracy
 AA4027;SPC SC       -   186,300.      519,290.      MT  (+/- 180 meters Scaled)
 AA4027
 AA4027                          SUPERSEDED SURVEY CONTROL
 AA4027
 AA4027.No superseded survey control is available for this station.
 AA4027
 AA4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT097081(NAD 83)
 AA4027_MARKER: DD = SURVEY DISK
 AA4027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4027_STAMPING: 2 092 1993
 AA4027_MARK LOGO: SCGS  
 AA4027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4027+STABILITY: SURFACE MOTION
 AA4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4027+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 AA4027
 AA4027  HISTORY     - Date     Condition        Report By
 AA4027  HISTORY     - 1993     MONUMENTED       SCGS
 AA4027  HISTORY     - 20001204 GOOD             SCGS
 AA4027  HISTORY     - 20031007 GOOD             USPSQD
 AA4027
 AA4027                          STATION DESCRIPTION
 AA4027
 AA4027'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4027'STATION IS LOCATED 1.15 MILES (1.85 KM) NORTH OF NORTH AUGUSTA.
 AA4027'OWNERSHIP--WILLIAM A. TROTTER III, 3527 WALTON WAY, AUGUSTA, GA,
 AA4027'30909, PHONE 803-737-3138. TO REACH THE STATION FROM THE JUNCTION OF
 AA4027'U.S. HIGHWAY 25 BUSINESS (GEORGIA AVENUE) AND STATE HIGHWAY 230
 AA4027'(MARTINTOWN ROAD WEST) IN NORTH AUGUSTA, GO NORTHWEST ON HIGHWAY 230
 AA4027'FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE ROAD 281 (WEST AVENUE)
 AA4027', CONTINUE ON HIGHWAY 230 FOR 0.1 MILE (0.2 KM) TO A DRIVEWAY RIGHT
 AA4027'(ENTRANCE TO NATIONSBANK), TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE
 AA4027'(0.08 KM) TO THE STATION ON THE RIGHT NEAR THE NORTH CORNER OF THE
 AA4027'NORTHEAST WING OF A BRICK COMMERCIAL BUILDING (TROTTER REALTY
 AA4027'COMPANY). STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 175.3 FEET
 AA4027'(53.4 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE CURB OF THE HIGHWAY,
 AA4027'11.5 FEET (3.5 M) NORTHWEST OF THE CORNER OF THE BUILDING, 16.7 FEET
 AA4027'(5.1 M) SOUTHEAST OF THE NORHTWEST EDGE OF THE CURB OF THE DRIVEWAY,
 AA4027'97.2 FEET (29.6 M) SOUTHEAST OF THE EAST CORNER OF A BRICK BANK
 AA4027'BUILDING (NATIONSBANK), 15.2 FEET (4.6 M) SOUTHWEST OF A WITNESS POST
 AA4027'AT A POWER POLE NUMBER 0296325 WITH THREE TRANSFORMERS, THREE GUY
 AA4027'WIRES AND A SECURITY LIGHT. DESCRIBED BY C.E. GEOGHEGAN.
 AA4027
 AA4027                          STATION RECOVERY (2000)
 AA4027
 AA4027'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4027'STATION IS LOCATED IN NORTH AUGUSTA, 15.0 MILES (24.1 KM) WEST
 AA4027'SOUTHWEST OF AIKEN.  OWNERSHIP--HARTZOG CENTER AIKEN-BARNWELL MENTAL
 AA4027'HEALTH CENTER, 431 WEST MARTINTOWN ROAD, NORTH AUGUSTA, SC 29841.  TO
 AA4027'REACH THE STATION FROM THE JUNCTION U.S.  HIGHWAY 25 BUSINESS (GEORGIA
 AA4027'AVENUE) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) IN NORTH AUGUSTA, GO
 AA4027'NORTHWEST ON HIGHWAY 230 FOR 0.65 MILE (1.05 KM) TO A DRIVE RIGHT
 AA4027'(ENTRANCE TO BANK OF AMERICA) , TURN RIGHT ON THE DRIVE 0.05 MILE
 AA4027'(0.08 KM) TO THE STATION ON THE RIGHT NEAR THE NORTH CORNER OF THE
 AA4027'NORTHEAST WING OF A BRICK BUILDING (HARTZOG CENTER) .  STATION IS A
 AA4027'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE
 AA4027'THE DRIVE, 175.5 FEET (53.5 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 AA4027'HIGHWAY CURB, 11.3 FEET (3.4 M) NORTHWEST OF THE NORTH CORNER OF THE
 AA4027'BUILDING, 16.1 FEET (4.9 M) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 AA4027'DRIVE CURB, 97.3 FEET (29.7 M) SOUTHEAST OF THE EAST CORNER OF THE
 AA4027'BRICK BANK BUILDING, 15.4 FEET (4.7 M) WEST SOUTHWEST OF A POWER POLE
 AA4027'NUMBER 0296325 WITH THREE TRANSFORMERS, THREE GUY WIRES AND A SECURITY
 AA4027'LIGHT, 15.0 FEET (4.6 M) WEST SOUTHWEST OF A WITNESS POST. RECOVERED
 AA4027'BY J.B.  SMOAK.
 AA4027
 AA4027                          STATION RECOVERY (2003)
 AA4027
 AA4027'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 AA4027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4026 ***********************************************************************
 AA4026  DESIGNATION -  2 093
 AA4026  PID         -  AA4026
 AA4026  STATE/COUNTY-  SC/AIKEN
 AA4026  USGS QUAD   -  NORTH AUGUSTA (1980)
 AA4026
 AA4026                         *CURRENT SURVEY CONTROL
 AA4026  ___________________________________________________________________
 AA4026* NAD 83(1986)-  33 30 06.     (N)    081 57 53.     (W)     SCALED    
 AA4026* NAVD 88     -       117.981  (meters)     387.08   (feet)  ADJUSTED  
 AA4026  ___________________________________________________________________
 AA4026  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 AA4026  DYNAMIC HT  -         117.857 (meters)     386.67  (feet)  COMP
 AA4026  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 AA4026
 AA4026  VERT ORDER  -  FIRST     CLASS II
 AA4026
 AA4026.The horizontal coordinates were scaled from a topographic map and have
 AA4026.an estimated accuracy of +/- 6 seconds.
 AA4026
 AA4026.The orthometric height was determined by differential leveling
 AA4026.and adjusted by the National Geodetic Survey in September 1998..
 AA4026
 AA4026.The geoid height was determined by GEOID03.
 AA4026
 AA4026.The dynamic height is computed by dividing the NAVD 88
 AA4026.geopotential number by the normal gravity value computed on the
 AA4026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4026.degrees latitude (g = 980.6199 gals.).
 AA4026
 AA4026.The modeled gravity was interpolated from observed gravity values.
 AA4026
 AA4026;                    North         East    Units  Estimated Accuracy
 AA4026;SPC SC       -   185,430.      519,980.      MT  (+/- 180 meters Scaled)
 AA4026
 AA4026                          SUPERSEDED SURVEY CONTROL
 AA4026
 AA4026.No superseded survey control is available for this station.
 AA4026
 AA4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT103073(NAD 83)
 AA4026_MARKER: DD = SURVEY DISK
 AA4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4026_STAMPING: 2 093 1993
 AA4026_MARK LOGO: SCGS  
 AA4026_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4026+STABILITY: SURFACE MOTION
 AA4026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4026+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 AA4026
 AA4026  HISTORY     - Date     Condition        Report By
 AA4026  HISTORY     - 1993     MONUMENTED       SCGS
 AA4026  HISTORY     - 20001204 GOOD             SCGS
 AA4026  HISTORY     - 20031007 GOOD             USPSQD
 AA4026
 AA4026                          STATION DESCRIPTION
 AA4026
 AA4026'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4026'STATION IS LOCATED NEAR A POWER POLE AND A PLANTED AREA IN THE SOUTH
 AA4026'ANGLE OF THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (GEORGIA AVENUE) AND
 AA4026'STATE HIGHWAY 230 (MARTINTOWN ROAD WEST). OWNERSHIP--SCDOT, DIRECTOR
 AA4026'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA4026'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 AA4026'FOOT (15.2 CM) BELOW THE HIGHWAYS, 6.7 FEET (2.0 M) SOUTH OF THE POWER
 AA4026'POLE WITH TWO GUY WIRES, 28.5 FEET (8.7 M) EAST NORTHEAST OF A POWER
 AA4026'POLE NUMBER 43580 WITH A TRANSFORMER, THREE GUY WIRES AND A SECURITY
 AA4026'LIGHT, 9.4 FEET (2.9 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AA4026'SIDEWALK OF HIGHWAY 25, 27.2 FEET (8.3 M) SOUTHWEST OF THE CENTER OF
 AA4026'THE SOUTHWEST BOUND LANES OF HIGHWAY 230, 16.5 FEET (5.0 M) NORTH OF
 AA4026'THE NORTH CORNER OF A CONCRETE CURBING AT A PARKING LOT, 5.3 FEET (1.6
 AA4026'M) SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 AA4026
 AA4026                          STATION RECOVERY (2000)
 AA4026
 AA4026'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4026'STATION IS LOCATED NEAR A TRAFFIC CONTROL BOX IN THE SOUTH ANGLE OF
 AA4026'THE JUNCTION OF U.S.  HIGHWAY 25 BUSINESS (GEORGIA AVENUE) AND STATE
 AA4026'HIGHWAY 230 (MARTINTOWN ROAD) IN NORTH AUGUSTA.  OWNERSHIP--SCDOT,
 AA4026'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4026'803-737-1350.  STATION IS A CONCRETE POST RECESSED BLANK AND BLANK,
 AA4026'2.0 FEET (0.6 M) EAST NORTHEAST OF THE SOUTH CORNER OF THE CONCRETE
 AA4026'BASE OF THE TRAFFIC CONTROL BOX, 6.6 FEET (2.0 M) SOUTH OF A POWER
 AA4026'POLE WITH TWO GUY WIRES AND A METER, 28.5 FEET (8.7 M) EAST NORTHEAST
 AA4026'OF A POWER POLE C-43580 WITH THREE GUY WIRES, A TRANSFORMER AND A
 AA4026'STREET LIGHT, 17.0 FEET (5.2 M) NORTH OF THE NORTH CORNER OF THE CURB
 AA4026'OF THE PARKING LOT, 5.0 FEET (1.5 M) EAST SOUTHEAST OF A WITNESS POST.
 AA4026'RECOVERED BY J.B.  SMOAK.
 AA4026
 AA4026                          STATION RECOVERY (2003)
 AA4026
 AA4026'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 AA4026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4025 ***********************************************************************
 AA4025  DESIGNATION -  2 094
 AA4025  PID         -  AA4025
 AA4025  STATE/COUNTY-  SC/AIKEN
 AA4025  USGS QUAD   -  AUGUSTA EAST (1981)
 AA4025
 AA4025                         *CURRENT SURVEY CONTROL
 AA4025  ___________________________________________________________________
 AA4025* NAD 83(1986)-  33 29 47.     (N)    081 57 32.     (W)     SCALED    
 AA4025* NAVD 88     -        83.022  (meters)     272.38   (feet)  ADJUSTED  
 AA4025  ___________________________________________________________________
 AA4025  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AA4025  DYNAMIC HT  -          82.935 (meters)     272.10  (feet)  COMP
 AA4025  MODELED GRAV-     979,582.1   (mgal)                       NAVD 88
 AA4025
 AA4025  VERT ORDER  -  FIRST     CLASS II
 AA4025
 AA4025.The horizontal coordinates were scaled from a topographic map and have
 AA4025.an estimated accuracy of +/- 6 seconds.
 AA4025
 AA4025.The orthometric height was determined by differential leveling
 AA4025.and adjusted by the National Geodetic Survey in September 1998..
 AA4025
 AA4025.The geoid height was determined by GEOID03.
 AA4025
 AA4025.The dynamic height is computed by dividing the NAVD 88
 AA4025.geopotential number by the normal gravity value computed on the
 AA4025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4025.degrees latitude (g = 980.6199 gals.).
 AA4025
 AA4025.The modeled gravity was interpolated from observed gravity values.
 AA4025
 AA4025;                    North         East    Units  Estimated Accuracy
 AA4025;SPC SC       -   184,840.      520,510.      MT  (+/- 180 meters Scaled)
 AA4025
 AA4025                          SUPERSEDED SURVEY CONTROL
 AA4025
 AA4025.No superseded survey control is available for this station.
 AA4025
 AA4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT109067(NAD 83)
 AA4025_MARKER: DD = SURVEY DISK
 AA4025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4025_STAMPING: 2 094 1993
 AA4025_MARK LOGO: SCGS  
 AA4025_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4025+STABILITY: SURFACE MOTION
 AA4025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4025+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AA4025
 AA4025  HISTORY     - Date     Condition        Report By
 AA4025  HISTORY     - 1993     MONUMENTED       SCGS
 AA4025  HISTORY     - 20001204 GOOD             SCGS
 AA4025  HISTORY     - 20031013 GOOD             USPSQD
 AA4025
 AA4025                          STATION DESCRIPTION
 AA4025
 AA4025'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4025'STATION IS LOCATED 0.8 MILE (1.3 KM) EAST OF NORTH AUGUSTA.
 AA4025'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4025'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4025'OF U.S. HIGHWAY 25 (TRUCK) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) IN
 AA4025'NORTH AUGUSTA, GO SOUTH SOUTHEAST ON HIGHWAY 230 FOR 0.1 MILE (0.2 KM)
 AA4025'TO AN ENTRANCE DRIVEWAY LEFT LEADING TO THE MARTINTOWN PLAZA AND THE
 AA4025'STATION IN A PLANTED MEDIAN NEAR THE SOUTHWEST END OF A LIGHTED SIGN
 AA4025'BOX. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AA4025'THE ENTRANCE DRIVEWAY, 4.6 FEET (1.4 M) SOUTHWEST OF THE SOUTHWEST END
 AA4025'OF THE LIGHTED MARTINTOWN PLAZA ENTRANCE SIGN, 12.3 FEET (3.7 M)
 AA4025'NORTHWEST OF THE CENTER OF THE ENTRANCE DRIVE, 17.3 FEET (5.3 M)
 AA4025'SOUTHEAST OF THE CENTER OF THE EXIT DRIVE, 7.5 FEET (2.3 M) NORTHEAST
 AA4025'OF THE NORTHEAST EDGE OF A METAL DRAIN GRATE AT THE ENTRANCE DRIVEWAY,
 AA4025'35.1 FEET (10.7 M) NORTH NORTHWEST OF A POWER LINE STUB POLE WITH A
 AA4025'TRAFFIC LIGHT CONTROL BOX AND A METER ATTACHED, 50.7 FEET (15.5 M)
 AA4025'SOUTH OF THE SOUTH CORNER OF A BRICK RETAINING WALL AT A HARDEES
 AA4025'RESTAURANT. DESCRIBED BY T. HALL.
 AA4025
 AA4025                          STATION RECOVERY (2000)
 AA4025
 AA4025'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4025'STATION IS LOCATED IN NORTH AUGUSTA, 15.5 MILES (24.9 KM) WEST
 AA4025'NORTHWEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AA4025'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 AA4025'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 25 TRUCK AND STATE HIGHWAY
 AA4025'230 (MARTINTOWN ROAD) IN NORTH AUGUSTA, GO SOUTH SOUTHEAST ON HIGHWAY
 AA4025'230 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR THE
 AA4025'SOUTHWEST END OF A PLANTED MEDIAN FOR A SIGN (MARTINTOWN PLAZA) .
 AA4025'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.5 FEET
 AA4025'(0.5 M) ABOVE THE HIGHWAY, 11.7 FEET (3.6 M) NORTHWEST OF THE CENTER
 AA4025'OF THE ENTRANCE DRIVE, 17.3 FEET (5.3 M) SOUTHEAST OF THE CENTER OF
 AA4025'THE EXIT DRIVE, 7.3 FEET (2.2 M) NORTHEAST OF THE NORTHEAST EDGE OF A
 AA4025'METAL DRAIN GRATE AT THE ENTRANCE DRIVE, 5.0 FEET (1.5 M) SOUTHWEST OF
 AA4025'THE SOUTH CORNER OF A LIGHTED METAL SIGN FOR ARCADIA TRUST REALTY,
 AA4025'52.7 FEET (16.1 M) EAST SOUTHEAST OF A POWER POLE SUPPORTING TRAFFIC
 AA4025'LIGHTS WITH A METER AND TWO GUY WIRES.  RECOVERED BY J.B.  SMOAK.
 AA4025
 AA4025                          STATION RECOVERY (2003)
 AA4025
 AA4025'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 AA4025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4024 ***********************************************************************
 AA4024  DESIGNATION -  2 095
 AA4024  PID         -  AA4024
 AA4024  STATE/COUNTY-  SC/AIKEN
 AA4024  USGS QUAD   -  AUGUSTA EAST (1981)
 AA4024
 AA4024                         *CURRENT SURVEY CONTROL
 AA4024  ___________________________________________________________________
 AA4024* NAD 83(1986)-  33 29 25.     (N)    081 57 10.     (W)     SCALED    
 AA4024* NAVD 88     -        72.135  (meters)     236.66   (feet)  ADJUSTED  
 AA4024  ___________________________________________________________________
 AA4024  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 AA4024  DYNAMIC HT  -          72.059 (meters)     236.41  (feet)  COMP
 AA4024  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 AA4024
 AA4024  VERT ORDER  -  FIRST     CLASS II
 AA4024
 AA4024.The horizontal coordinates were scaled from a topographic map and have
 AA4024.an estimated accuracy of +/- 6 seconds.
 AA4024
 AA4024.The orthometric height was determined by differential leveling
 AA4024.and adjusted by the National Geodetic Survey in September 1998..
 AA4024
 AA4024.The geoid height was determined by GEOID03.
 AA4024
 AA4024.The dynamic height is computed by dividing the NAVD 88
 AA4024.geopotential number by the normal gravity value computed on the
 AA4024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4024.degrees latitude (g = 980.6199 gals.).
 AA4024
 AA4024.The modeled gravity was interpolated from observed gravity values.
 AA4024
 AA4024;                    North         East    Units  Estimated Accuracy
 AA4024;SPC SC       -   184,160.      521,080.      MT  (+/- 180 meters Scaled)
 AA4024
 AA4024                          SUPERSEDED SURVEY CONTROL
 AA4024
 AA4024.No superseded survey control is available for this station.
 AA4024
 AA4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT114060(NAD 83)
 AA4024_MARKER: DD = SURVEY DISK
 AA4024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4024_STAMPING: 2 095 1993
 AA4024_MARK LOGO: SCGS  
 AA4024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4024+STABILITY: SURFACE MOTION
 AA4024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4024+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AA4024
 AA4024  HISTORY     - Date     Condition        Report By
 AA4024  HISTORY     - 1993     MONUMENTED       SCGS
 AA4024  HISTORY     - 20001204 GOOD             SCGS
 AA4024  HISTORY     - 20031013 GOOD             USPSQD
 AA4024
 AA4024                          STATION DESCRIPTION
 AA4024
 AA4024'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4024'STATION IS LOCATED 1.1 MILES (1.8 KM) EAST OF NORTH AUGUSTA.
 AA4024'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4024'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4024'OF STATE HIGHWAYS 121, 230 (MARTINTOWN ROAD), 125 (ATOMIC) AND U.S.
 AA4024'HIGHWAY 25 (TRUCK), 1.0 MILE (1.6 KM) EAST OF NORTH AUGUSTA, GO
 AA4024'SOUTHEAST ON HIGHWAYS 25, 121 AND 230 FOR 0.1 MILE (0.2 KM) TO THE
 AA4024'STATION NEAR A POWER POLE IN THE WEST ANGLE OF THE JUNCTION OF STATE
 AA4024'ROAD 196 (BARTON ROAD). STATION IS A CONCRETE POST FLUSH WITH THE
 AA4024'GROUND AND LEVEL WITH THE HIGHWAYS, 2.9 FEET (0.9 M) SOUTHEAST OF THE
 AA4024'POWER POLE NUMBER 53666 WITH THREE GUY WIRES AND A STREET LIGHT, 18.0
 AA4024'FEET (5.5 M) EAST OF A METAL SIGN POST FOR PIZZA HUT, 63.5 FEET (19.4
 AA4024'M) SOUTHWEST OF THE NORTHEAST EDGE OF THE SIDEWALK OF THE HIGHWAY,
 AA4024'31.1 FEET (9.5 M) NORTHWEST OF THE CENTER OF ROAD 196, 65.4 FEET (19.9
 AA4024'M) NORTHEAST OF A SECURITY LIGHT POLE NUMBER 251165, 2.7 FEET (0.8 M)
 AA4024'SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 AA4024
 AA4024                          STATION RECOVERY (2000)
 AA4024
 AA4024'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4024'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTHEAST OF NORTH AUGUSTA, 14.3
 AA4024'MILES (23.0 KM) WEST SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR
 AA4024'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4024'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4024'HIGHWAYS 121, 230 (MARTINTOWN ROAD) , 125 (ATOMIC ROAD) AND U.S.
 AA4024'HIGHWAY 25 TRUCK, 1.0 MILE (1.6 KM) SOUTHEAST OF NORTH AUGUSTA, GO
 AA4024'SOUTHEAST ON HIGHWAYS 25, 121 AND 230 FOR 0.1 MILE (0.2 KM) TO THE
 AA4024'STATION ON THE LEFT NEAR A POWER POLE IN THE WEST ANGLE OF THE
 AA4024'JUNCTION OF STATE ROAD 196 (BARTON ROAD) .  STATION IS A CONCRETE POST
 AA4024'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 62.8 FEET (19.1 M)
 AA4024'SOUTHWEST OF THE NORTHEAST EDGE OF THE HIGHWAY SIDEWALK, 32.4 FEET
 AA4024'(9.9 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 65.5 FEET (20.0 M)
 AA4024'EAST NORTHEAST OF A SECURITY LIGHT POLE NUMBER 251165, 3.0 FEET (0.9
 AA4024'M) SOUTHEAST OF THE POWER POLE NUMBER 53666 WITH THREE GUY WIRES AND A
 AA4024'STREET LIGHT, 18.0 FEET (5.5 M) EAST OF A METAL SIGN POST FOR PIZZA
 AA4024'HUT, 2.6 FEET (0.8 M) SOUTHEAST OF A WITNESS POST. RECOVERED BY J.B.
 AA4024'SMOAK.
 AA4024
 AA4024                          STATION RECOVERY (2003)
 AA4024
 AA4024'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 AA4024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4133 ***********************************************************************
 AA4133  DESIGNATION -  2 096
 AA4133  PID         -  AA4133
 AA4133  STATE/COUNTY-  SC/AIKEN
 AA4133  USGS QUAD   -  JACKSON (1989)
 AA4133
 AA4133                         *CURRENT SURVEY CONTROL
 AA4133  ___________________________________________________________________
 AA4133* NAD 83(1986)-  33 19 47.     (N)    081 49 54.     (W)     SCALED    
 AA4133* NAVD 88     -        45.262  (meters)     148.50   (feet)  ADJUSTED  
 AA4133  ___________________________________________________________________
 AA4133  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AA4133  DYNAMIC HT  -          45.213 (meters)     148.34  (feet)  COMP
 AA4133  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 AA4133
 AA4133  VERT ORDER  -  FIRST     CLASS II
 AA4133
 AA4133.The horizontal coordinates were scaled from a topographic map and have
 AA4133.an estimated accuracy of +/- 6 seconds.
 AA4133
 AA4133.The orthometric height was determined by differential leveling
 AA4133.and adjusted by the National Geodetic Survey in September 2000..
 AA4133
 AA4133.The geoid height was determined by GEOID03.
 AA4133
 AA4133.The dynamic height is computed by dividing the NAVD 88
 AA4133.geopotential number by the normal gravity value computed on the
 AA4133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4133.degrees latitude (g = 980.6199 gals.).
 AA4133
 AA4133.The modeled gravity was interpolated from observed gravity values.
 AA4133
 AA4133;                    North         East    Units  Estimated Accuracy
 AA4133;SPC SC       -   166,260.      532,180.      MT  (+/- 180 meters Scaled)
 AA4133
 AA4133                          SUPERSEDED SURVEY CONTROL
 AA4133
 AA4133  NAVD 88 (09/04/98)   45.252  (m)          148.46   (f) UNKNOWN     1 2
 AA4133
 AA4133.Superseded values are not recommended for survey control.
 AA4133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4133.See file dsdata.txt to determine how the superseded data were derived.
 AA4133
 AA4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS225881(NAD 83)
 AA4133_MARKER: DD = SURVEY DISK
 AA4133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4133_STAMPING: 2 096 1993
 AA4133_MARK LOGO: SCGS  
 AA4133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4133+STABILITY: SURFACE MOTION
 AA4133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4133+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 AA4133
 AA4133  HISTORY     - Date     Condition        Report By
 AA4133  HISTORY     - 1993     MONUMENTED       SCGS
 AA4133  HISTORY     - 19960730 GOOD             SCGS
 AA4133  HISTORY     - 20001211 GOOD             SCGS
 AA4133
 AA4133                          STATION DESCRIPTION
 AA4133
 AA4133'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4133'STATION IS LOCATED 2.6 MILES (4.2 KM) WEST OF JACKSON.
 AA4133'OWNERSHIP--RAILROAD RIGHT OF WAY. TO REACH THE STATION FROM THE
 AA4133'JUNCTION OF STATE HIGHWAYS 125, 302 (SILVER BLUFF ROAD) AND STATE ROAD
 AA4133'32 (SILVER BLUFF ROAD), 4.75 MILES (7.64 KM) NORTHWEST OF JACKSON, GO
 AA4133'SOUTHWEST ON ROAD 32 FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE
 AA4133'ROAD 5 (OLD JACKSON HIGHWAY), TURN LEFT ON ROAD 5 FOR 2.0 MILES (3.2
 AA4133'KM) TO A SAND ROAD RIGHT AND MATLOCK CHURCH IN THE SOUTH ANGLE, TURN
 AA4133'RIGHT ON THE SAND ROAD FOR 1.1 MILES (1.8 KM) TO A RAILROAD CROSSING,
 AA4133'TURN LEFT CROSSING THE TRACKS ON A SERVICE ROAD PARALLELING THE TRACKS
 AA4133'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE
 AA4133'BEHIND TWO METAL RAILROAD COMMUNICATION SHEDS LABELED JACKSON ON THE
 AA4133'NORTHEAST SIDE OF THE TRACKS. STATION IS A CONCRETE POST FLUSH WITH
 AA4133'THE GROUND AND 1.5 FEET (0.5 M) BELOW THE TRACKS, 5.6 FEET (1.7 M)
 AA4133'SOUTH SOUTHEAST OF THE POWER POLE WITH AN ELECTRIC METER AND A GUY
 AA4133'WIRE, 33.6 FEET (10.2 M) EAST NORTHEAST OF THE NORTHEAST RAIL OF THE
 AA4133'TRACKS, 11.7 FEET (3.6 M) EAST NORTHEAST OF THE NORTH CORNER OF THE
 AA4133'NORTHWEST ONE OF TWO METAL SHEDS, 25.6 FEET (7.8 M) WEST OF A MCI
 AA4133'BURIED CABLE WARNING POST NUMBER 44716, 17.1 FEET (5.2 M) NORTH OF A
 AA4133'TALL WOODEN ANTENNA POST, 6.2 FEET (1.9 M) NORTH NORTHWEST OF A
 AA4133'WITNESS POST. DESCRIBED BY T. HALL.
 AA4133
 AA4133                          STATION RECOVERY (1996)
 AA4133
 AA4133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AA4133'RECOVERED AS DESCRIBED.
 AA4133
 AA4133                          STATION RECOVERY (2000)
 AA4133
 AA4133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4133'STATION IS LOCATED IN JACKSON, 17.1 MILES (27.5 KM) SOUTH SOUTHWEST OF
 AA4133'AIKEN.  OWNERSHIP--RAILROAD RIGHT OF WAY.  TO REACH THE STATION FROM
 AA4133'THE JUNCTION OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER
 AA4133'BLUFF ROAD) , 4.7 MILES (7.6 KM) NORTH NORTHWEST OF JACKSON, GO
 AA4133'SOUTHWEST ON ROAD 32 FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE
 AA4133'ROAD 5 (OLD JACKSON HIGHWAY) , TURN LEFT ON ROAD 5 FOR 2.0 MILES (3.2
 AA4133'KM) TO THE JUNCTION OF A SAND ROAD RIGHT (BLUFF LANDING ROAD) , TURN
 AA4133'RIGHT ON THE SAND ROAD FOR 1.1 MILES (1.8 KM) TO A RAILROAD CROSSING,
 AA4133'TURN LEFT ON A SERVICE ROAD PARALLELING THE NORTHEAST SIDE OF THE
 AA4133'TRACKS FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 AA4133'POLE AND THREE METAL RAILROAD SHEDS.  STATION IS A CONCRETE POST
 AA4133'PROJECTING 0.1 FOOT (3.0 CM) AND LEVEL WITH THE SERVICE ROAD, 8.9 FEET
 AA4133'(2.7 M) WEST SOUTHWEST OF THE CENTER OF THE SERVICE ROAD, 5.5 FEET
 AA4133'(1.7 M) SOUTH SOUTHEAST OF THE POWER POLE WITH METER AND GUY WIRE,
 AA4133'33.6 FEET (10.2 M) EAST NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS,
 AA4133'11.7 FEET (3.6 M) EAST NORTHEAST OF THE NORTH CORNER OF THE NORTHWEST
 AA4133'ONE OF TWO METAL SHEDS, 16.8 FEET (5.1 M) NORTH OF A TALL WOODEN
 AA4133'ANTENNA POLE, 6.0 FEET (1.8 M) NORTH NORTHWEST OF A WITNESS POST.
 AA4133'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4134 ***********************************************************************
 AA4134  DESIGNATION -  2 097
 AA4134  PID         -  AA4134
 AA4134  STATE/COUNTY-  SC/AIKEN
 AA4134  USGS QUAD   -  JACKSON (1989)
 AA4134
 AA4134                         *CURRENT SURVEY CONTROL
 AA4134  ___________________________________________________________________
 AA4134* NAD 83(1986)-  33 21 28.     (N)    081 51 23.     (W)     SCALED    
 AA4134* NAVD 88     -        47.551  (meters)     156.01   (feet)  ADJUSTED  
 AA4134  ___________________________________________________________________
 AA4134  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AA4134  DYNAMIC HT  -          47.500 (meters)     155.84  (feet)  COMP
 AA4134  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 AA4134
 AA4134  VERT ORDER  -  FIRST     CLASS II
 AA4134
 AA4134.The horizontal coordinates were scaled from a topographic map and have
 AA4134.an estimated accuracy of +/- 6 seconds.
 AA4134
 AA4134.The orthometric height was determined by differential leveling
 AA4134.and adjusted by the National Geodetic Survey in September 1998..
 AA4134
 AA4134.The geoid height was determined by GEOID03.
 AA4134
 AA4134.The dynamic height is computed by dividing the NAVD 88
 AA4134.geopotential number by the normal gravity value computed on the
 AA4134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4134.degrees latitude (g = 980.6199 gals.).
 AA4134
 AA4134.The modeled gravity was interpolated from observed gravity values.
 AA4134
 AA4134;                    North         East    Units  Estimated Accuracy
 AA4134;SPC SC       -   169,390.      529,910.      MT  (+/- 180 meters Scaled)
 AA4134
 AA4134                          SUPERSEDED SURVEY CONTROL
 AA4134
 AA4134.No superseded survey control is available for this station.
 AA4134
 AA4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS203912(NAD 83)
 AA4134_MARKER: DD = SURVEY DISK
 AA4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4134_STAMPING: 2 097 1993
 AA4134_MARK LOGO: SCGS  
 AA4134_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4134+STABILITY: SURFACE MOTION
 AA4134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4134+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 AA4134
 AA4134  HISTORY     - Date     Condition        Report By
 AA4134  HISTORY     - 1993     MONUMENTED       SCGS
 AA4134  HISTORY     - 20001211 GOOD             SCGS
 AA4134
 AA4134                          STATION DESCRIPTION
 AA4134
 AA4134'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4134'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTHWEST OF JACKSON, 5.0 MILES
 AA4134'(8.0 KM) SOUTH SOUTHEAST OF BEECH ISLAND. OWNERSHIP--SCDOT, DIRECTOR
 AA4134'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA4134'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AA4134'125, 302 (SILVER BLUFF ROAD) AND STATE ROAD 32 (SILVER BLUFF ROAD),
 AA4134'4.75 MILES (7.64 KM) NORTHWEST OF JACKSON, GO SOUTHWEST ON ROAD 32 FOR
 AA4134'1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 5 (OLD JACKSON
 AA4134'HIGHWAY), TURN RIGHT ON ROAD 5 FOR 0.65 MILE (1.05 KM) TO A SAND ROAD
 AA4134'LEFT (BROWN-HILL ROAD), TURN LEFT ON THE SAND ROAD FOR 0.8 MILE (1.3
 AA4134'KM) TO THE STATION NEAR A TREE LINE IN THE NORTHEAST ANGLE OF A FIELD
 AA4134'ACCESS ROAD LEFT OF AT A RAILROAD CROSSING. STATION IS A CONCRETE POST
 AA4134'FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M) BELOW THE TRACKS, 99.4 FEET
 AA4134'(30.3 M) EAST NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 57.6 FEET
 AA4134'(17.6 M) NORTHEAST OF A MCI BURIED CABLE WARNING POST NUMBER 44938,
 AA4134'103.7 FEET (31.6 M) EAST NORTHEAST OF THE JUNCTION OF THE BROWN-HILL
 AA4134'ROAD AND THE RAILROAD CROSSING, 26.0 FEET (7.9 M) NORTH OF THE CENTER
 AA4134'OF THE FIELD ACCESS ROAD, 9.6 FEET (2.9 M) SOUTH SOUTHEAST OF A
 AA4134'1.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 1.7 FEET
 AA4134'(0.5 M) WEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 AA4134
 AA4134                          STATION RECOVERY (2000)
 AA4134
 AA4134'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4134'STATION IS LOCATED 4.6 MILES (7.4 KM) WEST NORTHWEST OF JACKSON, 16.0
 AA4134'MILES (25.7 KM) SOUTH SOUTHWEST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR
 AA4134'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4134'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4134'HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF ROAD) , 4.7 MILES
 AA4134'(7.6 KM) NORTH NORTHWEST OF JACKSON, GO SOUTHWEST ON ROAD 32 FOR 1.8
 AA4134'MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 5 (OLD JACKSON HIGHWAY) ,
 AA4134'TURN RIGHT ON ROAD 5 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF A SAND
 AA4134'ROAD LEFT (BROWN-HILL ROAD) , TURN LEFT ON THE SAND ROAD FOR 0.8 MILE
 AA4134'(1.3 KM) TO THE STATION ON THE LEFT NEAR A TREE LINE IN THE NORTHEAST
 AA4134'ANGLE OF A FIELD ACCESS ROAD LEADING SOUTHEAST AT A RAILROAD CROSSING.
 AA4134'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 AA4134'THE FIELD ACCESS ROAD, 26.3 FEET (8.0 M) NORTH NORTHEAST OF THE CENTER
 AA4134'OF THE FIELD ACCESS ROAD, 99.4 FEET (30.3 M) EAST NORTHEAST OF THE
 AA4134'NORTHEAST RAIL OF THE TRACKS, 57.3 FEET (17.5 M) EAST NORTHEAST OF A
 AA4134'MCI FIBER OPTIC CABLE WARNING POST NUMBER 44938, 9.4 FEET (2.9 M)
 AA4134'SOUTH SOUTHEAST OF A 1.3-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 AA4134'ATTACHED, 1.7 FEET (0.5 M) WEST OF A WITNESS POST.  RECOVERED BY J.B.
 AA4134'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4135 ***********************************************************************
 AA4135  DESIGNATION -  2 098
 AA4135  PID         -  AA4135
 AA4135  STATE/COUNTY-  SC/AIKEN
 AA4135  USGS QUAD   -  JACKSON (1989)
 AA4135
 AA4135                         *CURRENT SURVEY CONTROL
 AA4135  ___________________________________________________________________
 AA4135* NAD 83(1986)-  33 22 29.     (N)    081 52 19.     (W)     SCALED    
 AA4135* NAVD 88     -        42.053  (meters)     137.97   (feet)  ADJUSTED  
 AA4135  ___________________________________________________________________
 AA4135  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AA4135  DYNAMIC HT  -          42.007 (meters)     137.82  (feet)  COMP
 AA4135  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 AA4135
 AA4135  VERT ORDER  -  FIRST     CLASS II
 AA4135
 AA4135.The horizontal coordinates were scaled from a topographic map and have
 AA4135.an estimated accuracy of +/- 6 seconds.
 AA4135
 AA4135.The orthometric height was determined by differential leveling
 AA4135.and adjusted by the National Geodetic Survey in September 1998..
 AA4135
 AA4135.The geoid height was determined by GEOID03.
 AA4135
 AA4135.The dynamic height is computed by dividing the NAVD 88
 AA4135.geopotential number by the normal gravity value computed on the
 AA4135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4135.degrees latitude (g = 980.6199 gals.).
 AA4135
 AA4135.The modeled gravity was interpolated from observed gravity values.
 AA4135
 AA4135;                    North         East    Units  Estimated Accuracy
 AA4135;SPC SC       -   171,280.      528,480.      MT  (+/- 180 meters Scaled)
 AA4135
 AA4135                          SUPERSEDED SURVEY CONTROL
 AA4135
 AA4135.No superseded survey control is available for this station.
 AA4135
 AA4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS188931(NAD 83)
 AA4135_MARKER: DD = SURVEY DISK
 AA4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4135_STAMPING: 2 098 1993
 AA4135_MARK LOGO: SCGS  
 AA4135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4135+STABILITY: SURFACE MOTION
 AA4135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4135+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 AA4135
 AA4135  HISTORY     - Date     Condition        Report By
 AA4135  HISTORY     - 1993     MONUMENTED       SCGS
 AA4135  HISTORY     - 20001211 GOOD             SCGS
 AA4135
 AA4135                          STATION DESCRIPTION
 AA4135
 AA4135'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4135'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTHWEST OF JACKSON, 3.6 MILES
 AA4135'(5.8 KM) SOUTH OF BEECH ISLAND. OWNERSHIP--RAILROAD RIGHT OF WAY. TO
 AA4135'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125, 302 (SILVER
 AA4135'BLUFF ROAD) AND STATE ROAD 32 (SILVER BLUFF ROAD), 4.75 MILES (7.64
 AA4135'KM) NORTHWEST OF JACKSON, GO SOUTHWEST ON ROAD 32 FOR 1.8 MILES (2.9
 AA4135'KM) TO THE JUNCTION OF STATE ROAD 5 (OLD JACKSON HIGHWAY), TURN RIGHT
 AA4135'ON ROAD 5 FOR 1.55 MILES (2.49 KM) TO A PAVED ROAD RIGHT (FOREMAN
 AA4135'ROAD) AND A SAND ROAD LEFT (MUSTERFIELD ROAD), TURN LEFT OF THE SAND
 AA4135'ROAD FOR 0.65 MILE (1.05 KM) TO A RAILROAD CROSSING, PROCEED ACROSS
 AA4135'THE TRACKS AND TURN RIGHT ON THE SOUTHWEST SIDE OF THE TRACKS ALONG A
 AA4135'SERVICE ROAD PARALLELING THE TRACKS FOR 0.75 MILE (1.21 KM) TO THE
 AA4135'STATION NEAR A CABLE GATE IN THE SOUTH ANGLE OF A FIELD ROAD LEFT
 AA4135'LEADING TO THE GATE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4135'AND 4.5 FEET (1.4 M) BELOW THE TRACKS, 18.0 FEET (5.5 M) SOUTHEAST OF
 AA4135'THE CENTER OF THE FIELD ROAD, 10.5 FEET (3.2 M) SOUTHEAST OF A
 AA4135'1.1-FOOT PINE TREE USED AS A GATE POST, 14.0 FEET (4.3 M) SOUTH OF THE
 AA4135'SOUTHEAST END OF A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE FIELD
 AA4135'ROAD, 98.3 FEET (30.0 M) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AA4135'TRACKS, 1.2 FEET (0.4 M) NORTHEAST OF A WITNESS POST. DESCRIBED BY T.
 AA4135'HALL.
 AA4135
 AA4135                          STATION RECOVERY (2000)
 AA4135
 AA4135'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4135'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTHWEST OF JACKSON, 15.5 MILES
 AA4135'(24.9 KM) SOUTHWEST OF AIKEN.  OWNERSHIP--RAILROAD RIGHT OF WAY.  TO
 AA4135'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125, 302 AND
 AA4135'STATE ROAD 32 (SILVER BLUFF ROAD) , 4.7 MILES (7.6 KM) NORTH NORTHWEST
 AA4135'OF JACKSON, GO SOUTHWEST ON ROAD 32 FOR 0.65 MILE (1.05 KM) TO THE
 AA4135'JUNCTION OF STATE ROAD 723 (FOREMAN ROAD) , TURN RIGHT ON ROAD 723 FOR
 AA4135'1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE ROAD 5 (OLD JACKSON
 AA4135'HIGHWAY) AND A SAND ROAD AHEAD (MUSTERFIELD ROAD) , CONTINUE ON THE
 AA4135'SAND ROAD FOR 0.65 MILE (1.05 KM) TO A RAILROAD CROSSING, PROCEED
 AA4135'ACROSS THE TRACKS THEN RIGHT ON THE SOUTHWEST SIDE OF THE TRACKS ALONG
 AA4135'A SERVICE ROAD PARALLELING THE TRACKS FOR 0.75 MILE (1.21 KM) TO THE
 AA4135'STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF A GATED WOOD ACCESS
 AA4135'ROAD.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5
 AA4135'FOOT (15.2 CM) ABOVE THE ACCESS ROAD, 18.2 FEET (5.5 M) SOUTHEAST OF
 AA4135'THE CENTER OF THE ACCESS ROAD, 10.6 FEET (3.2 M) SOUTH SOUTHEAST OF A
 AA4135'1.1-FOOT PINE TREE USED AS A GATE POST, 14.2 FEET (4.3 M) SOUTH OF THE
 AA4135'SOUTHEAST END OF A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE WOODS
 AA4135'ACCESS ROAD, 99.0 FEET (30.2 M) WEST SOUTHWEST OF THE SOUTHWEST RAIL
 AA4135'OF THE TRACKS, 1.2 FEET (0.4 M) EAST NORTHEAST OF A WITNESS POST.
 AA4135'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4136 ***********************************************************************
 AA4136  DESIGNATION -  2 099
 AA4136  PID         -  AA4136
 AA4136  STATE/COUNTY-  SC/AIKEN
 AA4136  USGS QUAD   -  AUGUSTA EAST (1981)
 AA4136
 AA4136                         *CURRENT SURVEY CONTROL
 AA4136  ___________________________________________________________________
 AA4136* NAD 83(1986)-  33 23 07.     (N)    081 52 53.     (W)     SCALED    
 AA4136* NAVD 88     -        44.671  (meters)     146.56   (feet)  ADJUSTED  
 AA4136  ___________________________________________________________________
 AA4136  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 AA4136  DYNAMIC HT  -          44.622 (meters)     146.40  (feet)  COMP
 AA4136  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 AA4136
 AA4136  VERT ORDER  -  FIRST     CLASS II
 AA4136
 AA4136.The horizontal coordinates were scaled from a topographic map and have
 AA4136.an estimated accuracy of +/- 6 seconds.
 AA4136
 AA4136.The orthometric height was determined by differential leveling
 AA4136.and adjusted by the National Geodetic Survey in September 1998..
 AA4136
 AA4136.The geoid height was determined by GEOID03.
 AA4136
 AA4136.The dynamic height is computed by dividing the NAVD 88
 AA4136.geopotential number by the normal gravity value computed on the
 AA4136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4136.degrees latitude (g = 980.6199 gals.).
 AA4136
 AA4136.The modeled gravity was interpolated from observed gravity values.
 AA4136
 AA4136;                    North         East    Units  Estimated Accuracy
 AA4136;SPC SC       -   172,460.      527,610.      MT  (+/- 180 meters Scaled)
 AA4136
 AA4136                          SUPERSEDED SURVEY CONTROL
 AA4136
 AA4136.No superseded survey control is available for this station.
 AA4136
 AA4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS180943(NAD 83)
 AA4136_MARKER: DD = SURVEY DISK
 AA4136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4136_STAMPING: 2 099 1993
 AA4136_MARK LOGO: SCGS  
 AA4136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4136+STABILITY: SURFACE MOTION
 AA4136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4136+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2000
 AA4136
 AA4136  HISTORY     - Date     Condition        Report By
 AA4136  HISTORY     - 1993     MONUMENTED       SCGS
 AA4136  HISTORY     - 20001206 GOOD             SCGS
 AA4136
 AA4136                          STATION DESCRIPTION
 AA4136
 AA4136'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4136'STATION IS LOCATED 6.9 MILES (11.1 KM) NORTHWEST OF JACKSON, 3.0 MILES
 AA4136'(4.8 KM) SOUTH OF BEECH ISLAND. OWNERSHIP--UNKNOWN. TO REACH THE
 AA4136'STATION FROM THE JUNCTION OF STATE HIGHWAYS 125, 302 (SILVER BLUFF
 AA4136'ROAD) AND STATE ROAD 32 (SILVER BLUFF ROAD), 4.75 MILES (7.64 KM)
 AA4136'NORTHWEST OF JACKSON, GO SOUTHWEST ON ROAD 32 FOR 1.8 MILES (2.9 KM)
 AA4136'TO THE JUNCTION OF STATE ROAD 5 (OLD JACKSON HIGHWAY), TURN RIGHT ON
 AA4136'ROAD 5 FOR 1.55 MILES (2.49 KM) TO A PAVED ROAD RIGHT (FOREMAN ROAD)
 AA4136'AND A SAND ROAD LEFT (MUSTERFIELD ROAD), CONTINUE ON ROAD 5 FOR 1.15
 AA4136'MILES (1.85 KM) TO A SAND ROAD LEFT, TURN LEFT ON THE SAND ROAD FOR
 AA4136'0.1 MILE (0.2 KM) TO A RAILROAD CROSSING, PROCEED ACROSS THE TRACKS TO
 AA4136'A FIELD ROAD LEFT AND THE STATION NEAR A 0.5-FOOT TREE USED AS A GATE
 AA4136'POST. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AA4136'THE SAND ROAD, 3.2 FEET (1.0 M) WEST OF THE 0.5-FOOT TREE, 78.5 FEET
 AA4136'(23.9 M) SOUTHEAST OF THE CENTER OF THE SAND ROAD, 9.7 FEET (3.0 M)
 AA4136'WEST SOUTHWEST OF THE CENTER OF THE FIELD ROAD, 121.8 FEET (37.1 M)
 AA4136'WEST SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 24.7 FEET (7.5 M)
 AA4136'WEST OF AN OLD METAL WITNESS POST. DESCRIBED BY T. HALL.
 AA4136
 AA4136                          STATION RECOVERY (2000)
 AA4136
 AA4136'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4136'STATION IS LOCATED 9.3 MILES (15.0 KM) SOUTH SOUTHEAST OF NORTH
 AA4136'AUGUSTA, 15.2 MILES (24.5 KM) SOUTHWEST OF AIKEN. OWNERSHIP--UNKNOWN.
 AA4136'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAYS 125,
 AA4136'28 AND U.S.  HIGHWAY 278, 7.0 MILES (11.3 KM) SOUTHEAST OF NORTH
 AA4136'AUGUSTA, GO SOUTH ON HIGHWAY 125 FOR 1.7 MILES (2.7 KM) TO THE
 AA4136'JUNCTION OF STATE ROAD 905 (OLD NAIL ROAD) , TURN RIGHT ON ROAD 905
 AA4136'FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 5 (OLD JACKSON
 AA4136'HIGHWAY) , TURN RIGHT ON ROAD 5 FOR 0.5 MILE (0.8 KM) TO A SAND ROAD
 AA4136'LEFT, TURN LEFT ON THE SAND ROAD FOR 0.1 MILE (0.2 KM) TO A RAILROAD
 AA4136'CROSSING, CONTINUE ACROSS THE TRACKS TO THE STATION ON THE LEFT NEAR A
 AA4136'0.5-TREE USED AS A GATE POST AND NEAR THE EAST CORNER OF AN ABANDONED
 AA4136'HOUSE IN THE SOUTHWEST ANGLE OF A DIM FIELD ROAD LEFT.  STATION IS A
 AA4136'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH FIELD ROAD,
 AA4136'11.4 FEET (3.5 M) WEST SOUTHWEST OF THE CENTER OF THE FIELD ROAD, 77.0
 AA4136'FEET (23.5 M) SOUTHEAST OF THE CENTER OF THE SAND ROAD, 3.0 FEET (0.9
 AA4136'M) WEST OF THE 0.5-FOOT TREE, 121.8 FEET (37.1 M) WEST SOUTHWEST OF
 AA4136'THE SOUTHWEST RAIL OF THE TRACKS, 12.2 FEET (3.7 M) BLANK OF THE EAST
 AA4136'CORNER OF THE HOUSE, 24.7 FEET (7.5 M) WEST OF AN OLD METAL WITNESS
 AA4136'POST.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4137 ***********************************************************************
 AA4137  DESIGNATION -  2 100
 AA4137  PID         -  AA4137
 AA4137  STATE/COUNTY-  SC/AIKEN
 AA4137  USGS QUAD   -  HOLLOW CREEK (1989)
 AA4137
 AA4137                         *CURRENT SURVEY CONTROL
 AA4137  ___________________________________________________________________
 AA4137* NAD 83(1986)-  33 23 20.     (N)    081 52 01.     (W)     SCALED    
 AA4137* NAVD 88     -        64.163  (meters)     210.51   (feet)  ADJUSTED  
 AA4137  ___________________________________________________________________
 AA4137  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AA4137  DYNAMIC HT  -          64.093 (meters)     210.28  (feet)  COMP
 AA4137  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 AA4137
 AA4137  VERT ORDER  -  FIRST     CLASS II
 AA4137
 AA4137.The horizontal coordinates were scaled from a topographic map and have
 AA4137.an estimated accuracy of +/- 6 seconds.
 AA4137
 AA4137.The orthometric height was determined by differential leveling
 AA4137.and adjusted by the National Geodetic Survey in September 1998..
 AA4137
 AA4137.The geoid height was determined by GEOID03.
 AA4137
 AA4137.The dynamic height is computed by dividing the NAVD 88
 AA4137.geopotential number by the normal gravity value computed on the
 AA4137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4137.degrees latitude (g = 980.6199 gals.).
 AA4137
 AA4137.The modeled gravity was interpolated from observed gravity values.
 AA4137
 AA4137;                    North         East    Units  Estimated Accuracy
 AA4137;SPC SC       -   172,840.      528,960.      MT  (+/- 180 meters Scaled)
 AA4137
 AA4137                          SUPERSEDED SURVEY CONTROL
 AA4137
 AA4137.No superseded survey control is available for this station.
 AA4137
 AA4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS193947(NAD 83)
 AA4137_MARKER: DD = SURVEY DISK
 AA4137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4137_STAMPING: 2 100 1994
 AA4137_MARK LOGO: SCGS  
 AA4137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4137+STABILITY: SURFACE MOTION
 AA4137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4137+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2000
 AA4137
 AA4137  HISTORY     - Date     Condition        Report By
 AA4137  HISTORY     - 1994     MONUMENTED       SCGS
 AA4137  HISTORY     - 20001206 GOOD             SCGS
 AA4137
 AA4137                          STATION DESCRIPTION
 AA4137
 AA4137'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4137'STATION IS LOCATED 3.05 MILES (4.91 KM) SOUTH SOUTHEAST OF BEECH
 AA4137'ISLAND. OWNERSHIP--RON EASLER, 484 OLD NAIL ROAD, JACKSON, SC 29831,
 AA4137'PHONE 803-877-2032. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4137'STATE HIGHWAYS 125, 28 AND U.S. HIGHWAY 278 IN BEECH ISLAND, 6.7 MILES
 AA4137'(10.8 KM) SOUTH OF NORTH AUGUSTA, GO SOUTH ON HIGHWAY 125 FOR 1.7
 AA4137'MILES (2.7 KM) TO THE JUNCTION OF STATE ROAD 905 (OLD NAIL ROAD), TURN
 AA4137'RIGHT ON ROAD 905 FOR 1.45 MILES (2.33 KM) TO A SAND DRIVEWAY RIGHT TO
 AA4137'A LOG HOME, TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE
 AA4137'STATION NEAR A POWER POLE AT THE REAR OF THE HOUSE. STATION IS A
 AA4137'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SAND DRIVEWAY,
 AA4137'87.3 FEET (26.6 M) WEST NORTHWEST OF THE WEST CORNER OF THE HOUSE, 7.7
 AA4137'FEET (2.3 M) EAST SOUTHEAST OF THE POWER POLE NUMBER 330106 WITH A
 AA4137'TRANSFORMER AND TWO GUY WIRES, 68.2 FEET (20.8 M) SOUTH SOUTHWEST OF A
 AA4137'SECURITY LIGHT POLE, 7.2 FEET (2.2 M) EAST SOUTHEAST OF A WITNESS
 AA4137'POST. DESCRIBED BY R.W. ROBERTS.
 AA4137
 AA4137                          STATION RECOVERY (2000)
 AA4137
 AA4137'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4137'STATION IS LOCATED 9.6 MILES (15.4 KM) SOUTHEAST OF NORTH AUGUSTA,
 AA4137'14.5 MILES (23.3 KM) SOUTHWEST OF AIKEN.  OWNERSHIP--RON EASLER, 484
 AA4137'OLD NAIL ROAD, JACKSON, SC 29831, PHONE 803-877-2032.  TO REACH THE
 AA4137'STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAYS 125, 28 AND U.S.
 AA4137'HIGHWAY 278, 7.0 MILES (11.3 KM) SOUTHEAST OF NORTH AUGUSTA, GO SOUTH
 AA4137'ON HIGHWAY 125 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF STATE ROAD
 AA4137'905 (OLD NAIL ROAD) , TURN RIGHT ON ROAD 905 FOR 1.45 MILES (2.33 KM)
 AA4137'TO A SAND DRIVEWAY RIGHT LEADING TO A LOG HOME, TURN RIGHT ON THE
 AA4137'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A POWER POLE AT
 AA4137'THE REAR OF THE HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AA4137'GROUND AND LEVEL WITH THE SAND DRIVEWAY, BLANK OF THE WEST CORNER OF
 AA4137'THE HOUSE, 7.7 FEET (2.3 M) BLANK OF THE POWER POLE NUMBER 330106 WITH
 AA4137'A TRANSFORMER AND TWO GUY WIRES, 68.0 FEET (20.7 M) BLANK OF A
 AA4137'SECURITY LIGHT POLE, 7.3 FEET (2.2 M) BLANK OF A WITNESS POST.
 AA4137'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5077 ***********************************************************************
 AI5077  DESIGNATION -  2 101
 AI5077  PID         -  AI5077
 AI5077  STATE/COUNTY-  SC/AIKEN
 AI5077  USGS QUAD   -  JACKSON (1989)
 AI5077
 AI5077                         *CURRENT SURVEY CONTROL
 AI5077  ___________________________________________________________________
 AI5077* NAD 83(1986)-  33 18 57.     (N)    081 47 59.     (W)     SCALED    
 AI5077* NAVD 88     -        51.089  (meters)     167.61   (feet)  ADJUSTED  
 AI5077  ___________________________________________________________________
 AI5077  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AI5077  DYNAMIC HT  -          51.034 (meters)     167.43  (feet)  COMP
 AI5077  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 AI5077
 AI5077  VERT ORDER  -  FIRST     CLASS II
 AI5077
 AI5077.The horizontal coordinates were scaled from a topographic map and have
 AI5077.an estimated accuracy of +/- 6 seconds.
 AI5077
 AI5077.The orthometric height was determined by differential leveling
 AI5077.and adjusted by the National Geodetic Survey in September 2000..
 AI5077.No vertical observational check was made to the station.
 AI5077
 AI5077.The geoid height was determined by GEOID03.
 AI5077
 AI5077.The dynamic height is computed by dividing the NAVD 88
 AI5077.geopotential number by the normal gravity value computed on the
 AI5077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5077.degrees latitude (g = 980.6199 gals.).
 AI5077
 AI5077.The modeled gravity was interpolated from observed gravity values.
 AI5077
 AI5077;                    North         East    Units  Estimated Accuracy
 AI5077;SPC SC       -   164,690.      535,150.      MT  (+/- 180 meters Scaled)
 AI5077
 AI5077                          SUPERSEDED SURVEY CONTROL
 AI5077
 AI5077.No superseded survey control is available for this station.
 AI5077
 AI5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS255865(NAD 83)
 AI5077_MARKER: DD = SURVEY DISK
 AI5077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5077_STAMPING: 2 101 1996
 AI5077_MARK LOGO: SCGS  
 AI5077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5077+STABILITY: SURFACE MOTION
 AI5077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5077+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2000
 AI5077
 AI5077  HISTORY     - Date     Condition        Report By
 AI5077  HISTORY     - 1996     MONUMENTED       SCGS
 AI5077  HISTORY     - 20001213 GOOD             SCGS
 AI5077
 AI5077                          STATION DESCRIPTION
 AI5077
 AI5077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5077'STATION IS LOCATED 0.95 MILE (1.53 KM) SOUTHWEST OF THE CENTER OF
 AI5077'JACKSON, 17.65 MILES (28.40 KM) SOUTH SOUTHWEST OF AIKEN.
 AI5077'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AI5077'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 AI5077'OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF ROAD), 4.75
 AI5077'MILES (7.64 KM) NORTHWEST OF JACKSON, GO SOUTHEAST ON HIGHWAY 125 FOR
 AI5077'4.5 MILES (7.2 KM) TO THE JUNCTION OF STATE ROAD 308 (TISDALE STREET),
 AI5077'TURN RIGHT ON ROAD 308 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE
 AI5077'ROADS 5 (MAIN STREET) AND 299 (JACKSON ROAD) , CONTINUE AHEAD ON ROAD
 AI5077'299 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 832 (GREENE
 AI5077'STREET), CONTINUE ON ROAD 299 FOR 0.45 MILE (0.72 KM) TO THE STATION
 AI5077'ON THE LEFT NEAR A POWER POLE IN FRONT OF A BRICK HOUSE.  STATION IS A
 AI5077'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 42.3 FEET
 AI5077'(12.9 M) SOUTHEAST OF THE CENTER OF THE ROAD, 53.0 FEET (16.2 M)
 AI5077'SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE DRIVEWAY LEADING TO
 AI5077'THE HOUSE, 97.4 FEET (29.7 M) NORTH NORTHWEST OF THE WEST CORNER OF
 AI5077'THE HOUSE, 100.8 FEET (30.7 M) WEST NORTHWEST OF THE NORTH CORNER OF
 AI5077'THE HOUSE (GARAGE), 33.3 FEET (10.1 M) NORTH NORTHEAST OF THE
 AI5077'NORTHEAST CORNER OF AN IRON WATER METER BOX, 19.8 FEET (6.0 M)
 AI5077'SOUTHEAST OF A WITNESS POST AT POWER POLE 122528 WITH A GUY WIRE,
 AI5077'TRANSFORMER AND A SECURITY LIGHT.
 AI5077
 AI5077                          STATION RECOVERY (2000)
 AI5077
 AI5077'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AI5077'STATION IS LOCATED IN JACKSON, 17.4 MILES (28.0 KM) SOUTH SOUTHWEST OF
 AI5077'AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI5077'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI5077'JUNCTION OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF
 AI5077'ROAD) , 4.7 MILES (7.6 KM) NORTH NORTHWEST OF JACKSON, GO SOUTHEAST ON
 AI5077'HIGHWAY 125 FOR 4.55 MILES (7.32 KM) TO THE JUNCTION OF STATE ROAD 308
 AI5077'(TISDALE ROAD) , TURN RIGHT ON ROAD 308 FOR 0.5 MILE (0.8 KM) TO THE
 AI5077'JUNCTION OF STATE ROADS 5 (MAIN STREET) AND 299 (JACKSON ROAD) AHEAD,
 AI5077'CONTINUE ON ROAD 299 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE
 AI5077'ROAD 832 (GREENE STREET) , CONTINUE ON ROAD 299 FOR 0.4 MILE (0.6 KM)
 AI5077'TO THE STATION ON THE LEFT NEAR A POWER POLE IN FRONT OF A TWO STORY
 AI5077'BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AI5077'LEVEL WITH THE ROAD, 41.9 FEET (12.8 M) SOUTHEAST OF THE CENTER OF THE
 AI5077'ROAD, 19.8 FEET (6.0 M) SOUTHEAST OF THE POWER POLE NUMBER 122528 WITH
 AI5077'A TRANSFORMER, STREET LIGHT AND GUY WIRE, 32.7 FEET (10.0 M) SOUTH OF
 AI5077'THE SOUTH CORNER OF A METAL WATER METER COVER, 97.5 FEET (29.7 M)
 AI5077'NORTHWEST OF THE WEST CORNER OF THE HOUSE, 59.9 FEET (18.3 M) SOUTH
 AI5077'SOUTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 AI5077'BENEATH THE DRIVEWAY TO THE HOUSE.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5078 ***********************************************************************
 AI5078  DESIGNATION -  2 102
 AI5078  PID         -  AI5078
 AI5078  STATE/COUNTY-  SC/AIKEN
 AI5078  USGS QUAD   -  JACKSON (1989)
 AI5078
 AI5078                         *CURRENT SURVEY CONTROL
 AI5078  ___________________________________________________________________
 AI5078* NAD 83(1986)-  33 19 18.     (N)    081 47 38.     (W)     SCALED    
 AI5078* NAVD 88     -        57.497  (meters)     188.64   (feet)  ADJUSTED  
 AI5078  ___________________________________________________________________
 AI5078  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AI5078  DYNAMIC HT  -          57.435 (meters)     188.43  (feet)  COMP
 AI5078  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 AI5078
 AI5078  VERT ORDER  -  FIRST     CLASS II
 AI5078
 AI5078.The horizontal coordinates were scaled from a topographic map and have
 AI5078.an estimated accuracy of +/- 6 seconds.
 AI5078
 AI5078.The orthometric height was determined by differential leveling
 AI5078.and adjusted by the National Geodetic Survey in September 2000..
 AI5078.No vertical observational check was made to the station.
 AI5078
 AI5078.The geoid height was determined by GEOID03.
 AI5078
 AI5078.The dynamic height is computed by dividing the NAVD 88
 AI5078.geopotential number by the normal gravity value computed on the
 AI5078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5078.degrees latitude (g = 980.6199 gals.).
 AI5078
 AI5078.The modeled gravity was interpolated from observed gravity values.
 AI5078
 AI5078;                    North         East    Units  Estimated Accuracy
 AI5078;SPC SC       -   165,340.      535,690.      MT  (+/- 180 meters Scaled)
 AI5078
 AI5078                          SUPERSEDED SURVEY CONTROL
 AI5078
 AI5078.No superseded survey control is available for this station.
 AI5078
 AI5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS261872(NAD 83)
 AI5078_MARKER: DD = SURVEY DISK
 AI5078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5078_STAMPING: 2 102 1996
 AI5078_MARK LOGO: SCGS  
 AI5078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5078+STABILITY: SURFACE MOTION
 AI5078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5078+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 AI5078
 AI5078  HISTORY     - Date     Condition        Report By
 AI5078  HISTORY     - 1996     MONUMENTED       SCGS
 AI5078  HISTORY     - 20001212 GOOD             SCGS
 AI5078
 AI5078                          STATION DESCRIPTION
 AI5078
 AI5078'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5078'STATION IS LOCATED IN JACKSON, 17.15 MILES (27.60 KM) SOUTH SOUTHWEST
 AI5078'OF AIKEN. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AI5078'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI5078'JUNCTION OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF
 AI5078'ROAD), 4.7 MILES (7.6 KM) NORTHWEST OF JACKSON, GO SOUTHEAST ON
 AI5078'HIGHWAY 125 FOR 4.5 MILES (7.2 KM) TO THE JUNCTION OF STATE ROAD 308
 AI5078'(TISDALE STREET), TURN RIGHT ON ROAD 308 FOR 0.5 MILE (0.8 KM) TO THE
 AI5078'JUNCTION OF STATE ROADS 5 (MAIN STREET) AND 299 (JACKSON ROAD),
 AI5078'CONTINUE AHEAD ON ROAD 299 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE
 AI5078'LEFT NEAR A POWER POLE, 0.1 MILE (0.2 KM) NORTHEAST OF THE JUNCTION OF
 AI5078'STATE ROAD 832 (GREENE STREET). STATION IS A CONCRETE POST FLUSH WITH
 AI5078'THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 17.3 FEET (5.3 M)
 AI5078'SOUTHEAST OF THE CENTER OF THE ROAD, 11.1 FEET (3.4 M) NORTHEAST OF
 AI5078'THE POWER POLE NUMBER 59388 WITH A GUY WIRE, 108.6 FEET (33.1 M)
 AI5078'SOUTHEAST OF THE EAST CORNER OF A WHITE VINYL-SIDED HOUSE NUMBER 131,
 AI5078'34.8 FEET (10.6 M) EAST SOUTHEAST OF A POWER POLE NUMBER 52492 WITH A
 AI5078'TRANSFORMER, 142.1 FEET (43.3 M) WEST NORTHWEST OF THE NORTH CORNER OF
 AI5078'A MASONITE-SIDED HOUSE, 17.4 FEET (5.3 M) NORTH OF A WITNESS POST.
 AI5078'NOTE-MARGINAL GPS STATION.
 AI5078
 AI5078                          STATION RECOVERY (2000)
 AI5078
 AI5078'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AI5078'STATION IS LOCATED IN JACKSON, 17.0 MILES (27.4 KM) SOUTH SOUTHWEST OF
 AI5078'AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI5078'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI5078'JUNCTION OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF
 AI5078'ROAD) , 4.7 MILES (7.6 KM) NORTH NORTHWEST OF JACKSON, GO SOUTHEAST ON
 AI5078'HIGHWAY 125 FOR 4.55 MILES (7.32 KM) TO THE JUNCTION OF STATE ROAD 308
 AI5078'(TISDALE ROAD) , TURN RIGHT ON ROAD 308 FOR 0.5 MILE (0.8 KM) TO THE
 AI5078'JUNCTION OF STATE ROAD 5 (MAIN STREET) AND STATE HIGHWAY 299 (JACKSON
 AI5078'BOULEVARD) AHEAD, CONTINUE ON ROAD 299 FOR 0.4 MILE (0.6 KM) TO THE
 AI5078'STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 AI5078'RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 17.4
 AI5078'FEET (5.3 M) SOUTHEAST OF THE CENTER OF THE ROAD, 11.1 FEET (3.4 M)
 AI5078'NORTHEAST OF THE POWER POLE NUMBER 59388 WITH GUY WIRE, 121.1 FEET
 AI5078'(36.9 M) NORTH NORTHWEST OF THE NORTH CORNER OF A VINYL-SIDED HOUSE
 AI5078'NUMBER 131, 35.2 FEET (10.7 M) EAST SOUTHEAST OF A POWER POLE NUMBER
 AI5078'52492 WITH A TRANSFORMER ACROSS THE ROAD, 142.0 FEET (43.3 M) WEST
 AI5078'NORTHWEST OF THE NORTH CORNER OF A VINYL-SIDED HOUSE NUMBER 132.
 AI5078'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5079 ***********************************************************************
 AI5079  DESIGNATION -  2 103
 AI5079  PID         -  AI5079
 AI5079  STATE/COUNTY-  SC/AIKEN
 AI5079  USGS QUAD   -  JACKSON (1989)
 AI5079
 AI5079                         *CURRENT SURVEY CONTROL
 AI5079  ___________________________________________________________________
 AI5079* NAD 83(2001)-  33 19 31.45550(N)    081 47 19.27506(W)     ADJUSTED  
 AI5079* NAVD 88     -        61.565  (meters)     201.98   (feet)  ADJUSTED  
 AI5079  ___________________________________________________________________
 AI5079  X           -     761,933.496 (meters)                     COMP
 AI5079  Y           -  -5,280,067.299 (meters)                     COMP
 AI5079  Z           -   3,484,187.094 (meters)                     COMP
 AI5079  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AI5079  ELLIP HEIGHT-          31.01  (meters)          (03/13/03) GPS OBS
 AI5079  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AI5079  DYNAMIC HT  -          61.498 (meters)     201.76  (feet)  COMP
 AI5079  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 AI5079
 AI5079  HORZ ORDER  -  FIRST
 AI5079  VERT ORDER  -  FIRST     CLASS II
 AI5079  ELLP ORDER  -  FOURTH    CLASS II
 AI5079
 AI5079.The horizontal coordinates were established by GPS observations
 AI5079.and adjusted by the National Geodetic Survey in March 2003..
 AI5079
 AI5079.The orthometric height was determined by differential leveling
 AI5079.and adjusted by the National Geodetic Survey in September 2000..
 AI5079.No vertical observational check was made to the station.
 AI5079
 AI5079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5079
 AI5079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5079
 AI5079.The ellipsoidal height was determined by GPS observations
 AI5079.and is referenced to NAD 83.
 AI5079
 AI5079.The geoid height was determined by GEOID03.
 AI5079
 AI5079.The dynamic height is computed by dividing the NAVD 88
 AI5079.geopotential number by the normal gravity value computed on the
 AI5079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5079.degrees latitude (g = 980.6199 gals.).
 AI5079
 AI5079.The modeled gravity was interpolated from observed gravity values.
 AI5079
 AI5079;                    North         East     Units Scale Factor Converg.
 AI5079;SPC SC       -   165,746.507   536,180.915   MT  0.99981156   -0 26 14.1
 AI5079;SPC SC       -   543,787.75  1,759,123.74   iFT  0.99981156   -0 26 14.1
 AI5079;UTM  17      - 3,687,639.814   426,594.812   MT  0.99966643   -0 25 59.9
 AI5079
 AI5079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5079!SPC SC       -   0.99999513  x   0.99981156  =   0.99980669
 AI5079!UTM  17      -   0.99999513  x   0.99966643  =   0.99966156
 AI5079
 AI5079                          SUPERSEDED SURVEY CONTROL
 AI5079
 AI5079  NAD 83(1986)-  33 19 31.46046(N)    081 47 19.26912(W) AD(       ) 1
 AI5079  NAD 83(1995)-  33 19 31.45511(N)    081 47 19.27472(W) AD(       ) 1
 AI5079  ELLIP H (11/18/02)   31.03   (m)                       GP(       ) 4 2
 AI5079  NAVD 88 (11/18/02)   61.56   (m)          202.0    (f) LEVELING    3  
 AI5079
 AI5079.Superseded values are not recommended for survey control.
 AI5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5079.See file dsdata.txt to determine how the superseded data were derived.
 AI5079
 AI5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2659587640(NAD 83)
 AI5079_MARKER: DD = SURVEY DISK
 AI5079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5079_STAMPING: 2 103 1996
 AI5079_MARK LOGO: SCGS  
 AI5079_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5079+STABILITY: SURFACE MOTION
 AI5079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5079+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 AI5079
 AI5079  HISTORY     - Date     Condition        Report By
 AI5079  HISTORY     - 1996     MONUMENTED       SCGS
 AI5079  HISTORY     - 20001212 GOOD             SCGS
 AI5079
 AI5079                          STATION DESCRIPTION
 AI5079
 AI5079'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5079'STATION IS LOCATED IN JACKSON, 16.8 MILES (27.0 KM) SOUTH SOUTHWEST OF
 AI5079'AIKEN.  OWNERSHIP--TOWN OF JACKSON, 106 MAIN STREET, JACKSON, SC
 AI5079'29831, PHONE 803-471-2228, BONNIE STIKELEATHER, TOWN CLERK.  TO REACH
 AI5079'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125, 302 AND STATE
 AI5079'ROAD 32 (SILVER BLUFF ROAD), 4.7 MILES (7.6 KM) NORTHWEST OF JACKSON,
 AI5079'GO SOUTHEAST ON HIGHWAY 125 FOR 4.5 MILES (7.2 KM) TO THE JUNCTION OF
 AI5079'STATE ROAD 308 (TISDALE STREET), TURN RIGHT ON ROAD 308 FOR 0.5 MILE
 AI5079'(0.8 KM) TO THE JUNCTION OF STATE ROAD 5 (MAIN STREET), TURN LEFT ON
 AI5079'ROAD 5 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR FLAG
 AI5079'POLE AT THE MUNICIPAL COMPLEX IN THE SOUTH ANGLE OF THE JUNCTION OF
 AI5079'STATE ROAD 299 (JACKSON ROAD).  STATION IS A CONCRETE POST FLUSH WITH
 AI5079'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 64.4 FEET (19.6 M)
 AI5079'SOUTHWEST OF THE CENTER OF ROAD 5, 148.6 FEET (45.3 M) SOUTHEAST OF
 AI5079'THE CENTER OF ROAD 299, 4.4 FEET (1.3 M) NORTHEAST OF THE FLAG POLE,
 AI5079'24.2 FEET (7.4 M) SOUTHWEST OF THE SOUTH CORNER OF THE BASE OF A
 AI5079'GRANITE SIGN FOR THE COMPLEX, 77.5 FEET (23.6 M) NORTH NORTHEAST OF
 AI5079'THE EAST CORNER OF THE COMPLEX BUILDING, 88.7 FEET (27.0 M) WEST
 AI5079'NORTHWEST A WITNESS POST BESIDE POWER POLE NUMBER 52552 WITH TWO
 AI5079'TRANSFORMERS, A GUY WIRE AND A FLOOD LIGHT.
 AI5079
 AI5079                          STATION RECOVERY (2000)
 AI5079
 AI5079'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AI5079'STATION IS LOCATED IN JACKSON, 16.6 MILES (26.7 KM) SOUTH OF AIKEN.
 AI5079'OWNERSHIP--TOWN OF JACKSON, 106 MAIN STREET, JACKSON, SC 29831, PHONE
 AI5079'803-471-2228, BONNIE STIKELEATHER-TOWN CLERK.  TO REACH THE STATION
 AI5079'FROM THE JUNCTION OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER
 AI5079'BLUFF ROAD) , 4.7 MILES (7.6 KM) NORTH NORTHWEST OF JACKSON, GO
 AI5079'SOUTHEAST ON HIGHWAY 125 FOR 4.55 MILES (7.32 KM) TO THE JUNCTION OF
 AI5079'STATE ROAD 308 (TISDALE ROAD) , TURN RIGHT ON ROAD 308 FOR 0.5 MILE
 AI5079'(0.8 KM) TO THE JUNCTION OF STATE ROAD 5 (MAIN STREET) , TURN LEFT ON
 AI5079'ROAD 5 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A FLAG
 AI5079'POLE AT THE JACKSON MUNICIPAL COMPLEX AND IN THE SOUTH ANGLE OF THE
 AI5079'JUNCTION OF STATE ROAD 299 (JACKSON ROAD) .  STATION IS A CONCRETE
 AI5079'POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 63.9 FEET
 AI5079'(19.5 M) SOUTHWEST OF THE CENTER OF ROAD 5, 153.7 FEET (46.8 M)
 AI5079'SOUTHEAST OF THE CENTER OF ROAD 299, 4.3 FEET (1.3 M) NORTHEAST OF THE
 AI5079'FLAG POLE, 25.0 FEET (7.6 M) SOUTHWEST OF THE SOUTH CORNER OF THE BASE
 AI5079'OF A GRANITE SIGN FOR THE COMPLEX, 76.6 FEET (23.3 M) EAST NORTHEAST
 AI5079'OF THE NORTH CORNER OF THE VINYL-SIDED COMPLEX BUILDING, 89.2 FEET
 AI5079'(27.2 M) WEST NORTHWEST OF A POWER POLE NUMBER 52552 WITH TWO
 AI5079'TRANSFORMERS, GUY WIRE AND A SECURITY LIGHT. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5080 ***********************************************************************
 AI5080  DESIGNATION -  2 104
 AI5080  PID         -  AI5080
 AI5080  STATE/COUNTY-  SC/AIKEN
 AI5080  USGS QUAD   -  JACKSON (1989)
 AI5080
 AI5080                         *CURRENT SURVEY CONTROL
 AI5080  ___________________________________________________________________
 AI5080* NAD 83(1986)-  33 19 52.     (N)    081 47 01.     (W)     SCALED    
 AI5080* NAVD 88     -        88.472  (meters)     290.26   (feet)  ADJUSTED  
 AI5080  ___________________________________________________________________
 AI5080  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AI5080  DYNAMIC HT  -          88.376 (meters)     289.95  (feet)  COMP
 AI5080  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 AI5080
 AI5080  VERT ORDER  -  FIRST     CLASS II
 AI5080
 AI5080.The horizontal coordinates were scaled from a topographic map and have
 AI5080.an estimated accuracy of +/- 6 seconds.
 AI5080
 AI5080.The orthometric height was determined by differential leveling
 AI5080.and adjusted by the National Geodetic Survey in September 2000..
 AI5080.No vertical observational check was made to the station.
 AI5080
 AI5080.The geoid height was determined by GEOID03.
 AI5080
 AI5080.The dynamic height is computed by dividing the NAVD 88
 AI5080.geopotential number by the normal gravity value computed on the
 AI5080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5080.degrees latitude (g = 980.6199 gals.).
 AI5080
 AI5080.The modeled gravity was interpolated from observed gravity values.
 AI5080
 AI5080;                    North         East    Units  Estimated Accuracy
 AI5080;SPC SC       -   166,380.      536,660.      MT  (+/- 180 meters Scaled)
 AI5080
 AI5080                          SUPERSEDED SURVEY CONTROL
 AI5080
 AI5080.No superseded survey control is available for this station.
 AI5080
 AI5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS270882(NAD 83)
 AI5080_MARKER: DD = SURVEY DISK
 AI5080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5080_STAMPING: 2 104 1996
 AI5080_MARK LOGO: SCGS  
 AI5080_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5080+STABILITY: SURFACE MOTION
 AI5080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5080+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 AI5080
 AI5080  HISTORY     - Date     Condition        Report By
 AI5080  HISTORY     - 1996     MONUMENTED       SCGS
 AI5080  HISTORY     - 20001212 GOOD             SCGS
 AI5080
 AI5080                          STATION DESCRIPTION
 AI5080
 AI5080'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5080'STATION IS LOCATED IN JACKSON, 16.35 MILES (26.31 KM) SOUTH SOUTHWEST
 AI5080'OF AIKEN.  OWNERSHIP--ALVIN TAYLOR, 200 ATOMIC ROAD, JACKSON, SC
 AI5080'29831.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125,
 AI5080'302 AND STATE ROAD 32 (SILVER BLUFF ROAD), 4.7 MILES (7.6 KM)
 AI5080'NORTHWEST OF JACKSON, GO SOUTHEAST ON HIGHWAY 125 FOR 4.5 MILES (7.2
 AI5080'KM) TO THE JUNCTION OF STATE ROAD 308 (TISDALE STREET) AND THE STATION
 AI5080'NEAR A POWER POLE IN FRONT OF A BRICK HOUSE NUMBER 200 IN THE WEST
 AI5080'ANGLE OF THE JUNCTION.  STATION IS A CONCRETE POST FLUSH WITH THE
 AI5080'GROUND AND 0.5 FOOT (15.2 CM) ABOVE ROAD 308, 44.1 FEET (13.4 M) NORTH
 AI5080'NORTHWEST OF THE CENTER OF THE ROAD, 81.7 FEET (24.9 M) WEST SOUTHWEST
 AI5080'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 9.8 FEET (3.0 M)
 AI5080'NORTHWEST OF THE POWER POLE NUMBER 56086, 82.0 FEET (25.0 M) EAST
 AI5080'SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 54.3 FEET (16.6 M)
 AI5080'WEST OF THE NORTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 AI5080'THE ROAD, 30.6 FEET (9.3 M) NORTH NORTHEAST OF THE NORTH EDGE OF A
 AI5080'CONCRETE DRIVEWAY TO THE HOUSE.
 AI5080
 AI5080                          STATION RECOVERY (2000)
 AI5080
 AI5080'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AI5080'STATION IS LOCATED IN JACKSON, 16.2 MILES (26.1 KM) SOUTH OF AIKEN.
 AI5080'OWNERSHIP--ALVIN TAYLOR, 200 ATOMIC ROAD, JACKSON, SC 29831, PHONE
 AI5080'803-471-3896.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI5080'HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF ROAD) , 4.7 MILES
 AI5080'(7.6 KM) NORTH NORTHWEST OF JACKSON, GO SOUTHEAST ON HIGHWAY 125 FOR
 AI5080'4.55 MILES (7.32 KM) TO THE STATION NEAR A POWER POLE IN FRONT OF A
 AI5080'BRICK HOUSE NUMBER 200 AND IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 AI5080'STATE ROAD 308 (TISDALE ROAD) .  STATION IS A CONCRETE POST RECESSED
 AI5080'0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 81.9 FEET
 AI5080'(25.0 M) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 AI5080'HIGHWAY, 43.5 FEET (13.3 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD,
 AI5080'9.6 FEET (2.9 M) NORTHWEST OF THE POWER POLE NUMBER 56086 WITH TWO GUY
 AI5080'WIRES, 79.7 FEET (24.3 M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF
 AI5080'THE HOUSE, 59.1 FEET (18.0 M) WEST SOUTHWEST OF THE NORTHWEST END OF A
 AI5080'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 30.6 FEET (9.3 M)
 AI5080'NORTH NORTHEAST OF THE NORTH EDGE OF A CONCRETE DRIVEWAY TO THE HOUSE.
 AI5080'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5081 ***********************************************************************
 AI5081  DESIGNATION -  2 105
 AI5081  PID         -  AI5081
 AI5081  STATE/COUNTY-  SC/AIKEN
 AI5081  USGS QUAD   -  JACKSON (1989)
 AI5081
 AI5081                         *CURRENT SURVEY CONTROL
 AI5081  ___________________________________________________________________
 AI5081* NAD 83(1986)-  33 20 14.     (N)    081 47 21.     (W)     SCALED    
 AI5081* NAVD 88     -       102.079  (meters)     334.90   (feet)  ADJUSTED  
 AI5081  ___________________________________________________________________
 AI5081  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AI5081  DYNAMIC HT  -         101.969 (meters)     334.54  (feet)  COMP
 AI5081  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 AI5081
 AI5081  VERT ORDER  -  FIRST     CLASS II
 AI5081
 AI5081.The horizontal coordinates were scaled from a topographic map and have
 AI5081.an estimated accuracy of +/- 6 seconds.
 AI5081
 AI5081.The orthometric height was determined by differential leveling
 AI5081.and adjusted by the National Geodetic Survey in September 2000..
 AI5081.No vertical observational check was made to the station.
 AI5081
 AI5081.The geoid height was determined by GEOID03.
 AI5081
 AI5081.The dynamic height is computed by dividing the NAVD 88
 AI5081.geopotential number by the normal gravity value computed on the
 AI5081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5081.degrees latitude (g = 980.6199 gals.).
 AI5081
 AI5081.The modeled gravity was interpolated from observed gravity values.
 AI5081
 AI5081;                    North         East    Units  Estimated Accuracy
 AI5081;SPC SC       -   167,060.      536,150.      MT  (+/- 180 meters Scaled)
 AI5081
 AI5081                          SUPERSEDED SURVEY CONTROL
 AI5081
 AI5081.No superseded survey control is available for this station.
 AI5081
 AI5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS265889(NAD 83)
 AI5081_MARKER: DD = SURVEY DISK
 AI5081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5081_STAMPING: 2 105 1996
 AI5081_MARK LOGO: SCGS  
 AI5081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5081+STABILITY: SURFACE MOTION
 AI5081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5081+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 AI5081
 AI5081  HISTORY     - Date     Condition        Report By
 AI5081  HISTORY     - 1996     MONUMENTED       SCGS
 AI5081  HISTORY     - 20001212 GOOD             SCGS
 AI5081
 AI5081                          STATION DESCRIPTION
 AI5081
 AI5081'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5081'STATION IS LOCATED 0.9 MILE (1.4 KM) NORTH OF THE CENTER OF JACKSON,
 AI5081'16.0 MILES (25.7 KM) SOUTH SOUTHWEST OF AIKEN.  OWNERSHIP--ALVIN
 AI5081'TAYLOR, 200 ATOMIC ROAD, JACKSON, SC 29831.  TO REACH THE STATION FROM
 AI5081'THE JUNCTION OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER
 AI5081'BLUFF ROAD), 4.7 MILES (7.6 KM) NORTHWEST OF JACKSON, GO SOUTHEAST ON
 AI5081'HIGHWAY 125 FOR 3.95 MILES (6.36 KM) TO THE JUNCTION OF STATE ROAD 359
 AI5081'(STEED STREET) AND THE STATION NEAR A POWER POLE IN THE NORTH ANGLE OF
 AI5081'THE JUNCTION.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AI5081'LEVEL WITH THE HIGHWAY, 52.4 FEET (16.0 M) EAST NORTHEAST OF THE
 AI5081'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 52.3 FEET (15.9 M)
 AI5081'NORTH NORTHWEST OF THE CENTER OF THE ROAD, 26.1 FEET (8.0 M) NORTH
 AI5081'NORTHWEST OF THE POWER POLE NUMBER 83758 WITH A GUY WIRE, 68.0 FEET
 AI5081'(20.7 M) SOUTHEAST OF A POWER POLE NUMBER 148252 WITH A TRANSFORMER,
 AI5081'43.3 FEET (13.2 M) NORTH OF THE NORTHWEST END OF A 1.5-FOOT CONCRETE
 AI5081'PIPE CULVERT BENEATH THE ROAD, 7.0 FEET (2.1 M) EAST NORTHEAST OF A
 AI5081'WITNESS POST.
 AI5081
 AI5081                          STATION RECOVERY (2000)
 AI5081
 AI5081'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AI5081'STATION IS LOCATED IN JACKSON, 15.8 MILES (25.4 KM) SOUTH OF AIKEN.
 AI5081'OWNERSHIP--ALVIN TAYLOR, 200 ATOMIC ROAD, JACKSON, SC 29831, PHONE
 AI5081'803-471-3896.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI5081'HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF ROAD) , 4.7 MILES
 AI5081'(7.6 KM) NORTH NORTHWEST OF JACKSON, GO SOUTHEAST ON HIGHWAY 125 FOR
 AI5081'4.0 MILES (6.4 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE
 AI5081'NORTH ANGLE OF THE JUNCTION OF STATE ROAD 359 (STEED STREET) . STATION
 AI5081'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 AI5081'52.5 FEET (16.0 M) EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND
 AI5081'LANES OF THE HIGHWAY, 26.0 FEET (7.9 M) NORTH NORTHWEST OF THE POWER
 AI5081'POLE NUMBER 33758 WITH GUY WIRE, 52.8 FEET (16.1 M) NORTHWEST OF THE
 AI5081'CENTER OF THE ROAD, 68.1 FEET (20.8 M) SOUTHEAST OF A POWER POLE
 AI5081'NUMBER 148252 WITH A TRANSFORMER, 43.2 FEET (13.2 M) NORTH OF THE
 AI5081'NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 7.1
 AI5081'FEET (2.2 M) EAST NORTHEAST OF A WITNESS POST. RECOVERED BY J.B.
 AI5081'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5082 ***********************************************************************
 AI5082  DESIGNATION -  2 106
 AI5082  PID         -  AI5082
 AI5082  STATE/COUNTY-  SC/AIKEN
 AI5082  USGS QUAD   -  JACKSON (1989)
 AI5082
 AI5082                         *CURRENT SURVEY CONTROL
 AI5082  ___________________________________________________________________
 AI5082* NAD 83(1986)-  33 20 32.     (N)    081 47 35.     (W)     SCALED    
 AI5082* NAVD 88     -       103.622  (meters)     339.97   (feet)  ADJUSTED  
 AI5082  ___________________________________________________________________
 AI5082  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AI5082  DYNAMIC HT  -         103.510 (meters)     339.60  (feet)  COMP
 AI5082  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 AI5082
 AI5082  VERT ORDER  -  FIRST     CLASS II
 AI5082
 AI5082.The horizontal coordinates were scaled from a topographic map and have
 AI5082.an estimated accuracy of +/- 6 seconds.
 AI5082
 AI5082.The orthometric height was determined by differential leveling
 AI5082.and adjusted by the National Geodetic Survey in September 2000..
 AI5082.No vertical observational check was made to the station.
 AI5082
 AI5082.The geoid height was determined by GEOID03.
 AI5082
 AI5082.The dynamic height is computed by dividing the NAVD 88
 AI5082.geopotential number by the normal gravity value computed on the
 AI5082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5082.degrees latitude (g = 980.6199 gals.).
 AI5082
 AI5082.The modeled gravity was interpolated from observed gravity values.
 AI5082
 AI5082;                    North         East    Units  Estimated Accuracy
 AI5082;SPC SC       -   167,610.      535,790.      MT  (+/- 180 meters Scaled)
 AI5082
 AI5082                          SUPERSEDED SURVEY CONTROL
 AI5082
 AI5082.No superseded survey control is available for this station.
 AI5082
 AI5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS262895(NAD 83)
 AI5082_MARKER: DD = SURVEY DISK
 AI5082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5082_STAMPING: 2 106 1996
 AI5082_MARK LOGO: SCGS  
 AI5082_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5082+STABILITY: SURFACE MOTION
 AI5082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5082+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 AI5082
 AI5082  HISTORY     - Date     Condition        Report By
 AI5082  HISTORY     - 1996     MONUMENTED       SCGS
 AI5082  HISTORY     - 20001212 GOOD             SCGS
 AI5082
 AI5082                          STATION DESCRIPTION
 AI5082
 AI5082'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5082'STATION IS LOCATED 1.25 MILES (2.01 KM) NORTH OF THE CENTER OF
 AI5082'JACKSON, , 15.75 MILES (25.35 KM) SOUTH SOUTHWEST OF AIKEN.
 AI5082'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AI5082'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 AI5082'OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF ROAD), 4.7
 AI5082'MILES (7.6 KM) NORTHWEST OF JACKSON, GO SOUTHEAST ON HIGHWAY 125 FOR
 AI5082'3.35 MILES (5.39 KM) TO THE JUNCTION OF STATE ROAD 63 (MCELMURRAY
 AI5082'ROAD), CONTINUE ON HIGHWAY 125 FOR 0.2 MILE (0.3 KM) TO THE STATION ON
 AI5082'THE LEFT NEAR A SIGN AT THE CHURCH OF GOD, JACKSON.  STATION IS A
 AI5082'CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET (1.5 M) ABOVE THE
 AI5082'HIGHWAY, 69.1 FEET (21.1 M) EAST NORTHEAST OF THE CENTER OF THE
 AI5082'NORTHBOUND LANES OF THE HIGHWAY, 3.6 FEET (1.1 M) NORTH NORTHEAST OF
 AI5082'THE EAST CORNER OF THE STUCCOED PLANTER FOR THE SIGN, 9.9 FEET (3.0 M)
 AI5082'SOUTH OF A POWER POLE A7001 WITH TWO GUY WIRES AND A TRANSFORMER, 78.1
 AI5082'FEET (23.8 M) WEST SOUTHWEST OF THE SOUTH CORNER OF THE CHURCH, 109.8
 AI5082'FEET (33.5 M) NORTHWEST OF THE WEST CORNER OF A MASONITE-SIDED HOUSE
 AI5082'NUMBER 8193, 50.3 FEET (15.3 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 AI5082'DRIVEWAY LEADING TO THE CHURCH.
 AI5082
 AI5082                          STATION RECOVERY (2000)
 AI5082
 AI5082'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AI5082'STATION IS LOCATED IN JACKSON, 15.6 MILES (25.1 KM) SOUTH SOUTHWEST OF
 AI5082'AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI5082'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI5082'JUNCTION OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF
 AI5082'ROAD) , 4.7 MILES (7.6 KM) NORTH NORTHWEST OF JACKSON, GO SOUTHEAST ON
 AI5082'HIGHWAY 125 FOR 3.55 MILES (5.71 KM) TO THE STATION ON THE LEFT NEAR
 AI5082'THE SIGN FOR THE CHURCH OF GOD JACKSON.  STATION IS A CONCRETE POST
 AI5082'RECESSED 0.1 FOOT (3.0 CM) AND 2.5 FEET (0.8 M) ABOVE THE DRIVEWAY,
 AI5082'69.5 FEET (21.2 M) EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND
 AI5082'LANES OF THE HIGHWAY, 3.6 FEET (1.1 M) NORTH NORTHEAST OF THE EAST
 AI5082'CORNER OF THE STUCCOED PLANTER FOR THE CHURCH SIGN, 9.8 FEET (3.0 M)
 AI5082'SOUTH OF A POWER POLE A7001 WITH A TRANSFORMER AND GUY WIRE, 78.3 FEET
 AI5082'(23.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE DRIVEWAY LEADING TO THE
 AI5082'CHURCH, 109.7 FEET (33.4 M) NORTHWEST OF THE WEST CORNER OF A
 AI5082'MASONITE-SIDED HOUSE NUMBER 8193.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5083 ***********************************************************************
 AI5083  DESIGNATION -  2 107
 AI5083  PID         -  AI5083
 AI5083  STATE/COUNTY-  SC/AIKEN
 AI5083  USGS QUAD   -  JACKSON (1989)
 AI5083
 AI5083                         *CURRENT SURVEY CONTROL
 AI5083  ___________________________________________________________________
 AI5083* NAD 83(1986)-  33 20 54.     (N)    081 47 59.     (W)     SCALED    
 AI5083* NAVD 88     -       106.026  (meters)     347.85   (feet)  ADJUSTED  
 AI5083  ___________________________________________________________________
 AI5083  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AI5083  DYNAMIC HT  -         105.911 (meters)     347.48  (feet)  COMP
 AI5083  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 AI5083
 AI5083  VERT ORDER  -  FIRST     CLASS II
 AI5083
 AI5083.The horizontal coordinates were scaled from a topographic map and have
 AI5083.an estimated accuracy of +/- 6 seconds.
 AI5083
 AI5083.The orthometric height was determined by differential leveling
 AI5083.and adjusted by the National Geodetic Survey in September 2000..
 AI5083.No vertical observational check was made to the station.
 AI5083
 AI5083.The geoid height was determined by GEOID03.
 AI5083
 AI5083.The dynamic height is computed by dividing the NAVD 88
 AI5083.geopotential number by the normal gravity value computed on the
 AI5083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5083.degrees latitude (g = 980.6199 gals.).
 AI5083
 AI5083.The modeled gravity was interpolated from observed gravity values.
 AI5083
 AI5083;                    North         East    Units  Estimated Accuracy
 AI5083;SPC SC       -   168,300.      535,170.      MT  (+/- 180 meters Scaled)
 AI5083
 AI5083                          SUPERSEDED SURVEY CONTROL
 AI5083
 AI5083.No superseded survey control is available for this station.
 AI5083
 AI5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS255901(NAD 83)
 AI5083_MARKER: DD = SURVEY DISK
 AI5083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5083_STAMPING: 2 107 1996
 AI5083_MARK LOGO: SCGS  
 AI5083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5083+STABILITY: SURFACE MOTION
 AI5083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5083+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 AI5083
 AI5083  HISTORY     - Date     Condition        Report By
 AI5083  HISTORY     - 1996     MONUMENTED       SCGS
 AI5083  HISTORY     - 20001212 GOOD             SCGS
 AI5083
 AI5083                          STATION DESCRIPTION
 AI5083
 AI5083'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5083'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTH NORTHWEST OF THE CENTER OF
 AI5083'JACKSON, , 15.45 MILES (24.86 KM) SOUTH SOUTHWEST OF AIKEN.
 AI5083'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AI5083'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 AI5083'OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF ROAD), 4.7
 AI5083'MILES (7.6 KM) NORTHWEST OF JACKSON, GO SOUTHEAST ON HIGHWAY 125 FOR
 AI5083'2.6 MILES (4.2 KM) TO THE JUNCTION OF STATE ROAD 1409 (DRAGSTRIP
 AI5083'ROAD), CONTINUE ON HIGHWAY 125 FOR 0.4 MILE (0.6 KM) TO THE STATION ON
 AI5083'THE RIGHT NEAR A POWER POLE IN FRONT OF A FIRE LOOKOUT TOWER, 0.35
 AI5083'MILE (0.56 KM) NORTHWEST OF THE JUNCTION OF STATE ROAD 63 (MCELMURRAY
 AI5083'ROAD).  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 AI5083'(0.3 M) BELOW THE HIGHWAY, 69.6 FEET (21.2 M) SOUTHWEST OF THE CENTER
 AI5083'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 11.9 FEET (3.6 M) SOUTHEAST OF
 AI5083'THE POWER POLE NUMBER 48, 25.6 FEET (7.8 M) EAST NORTHEAST OF THE EAST
 AI5083'CORNER OF A CHAIN LINK FENCE SURROUNDING THE LOOKOUT TOWER, 121.1 FEET
 AI5083'(36.9 M) NORTH NORTHWEST OF THE NORTH CORNER OF A WHITE VINYL-SIDED
 AI5083'HOUSE, 44.5 FEET (13.6 M) WEST SOUTHWEST OF THE NORTHWEST END OF A
 AI5083'1.5-FOOT CONCRETE PIPE CULVERT BENEATH A YARD ACCESS FROM THE HIGHWAY,
 AI5083'34.3 FEET (10.5 M) SOUTH SOUTHWEST OF A WITNESS POST.
 AI5083
 AI5083                          STATION RECOVERY (2000)
 AI5083
 AI5083'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AI5083'STATION IS LOCATED IN JACKSON, 15.3 MILES (24.6 KM) SOUTH SOUTHWEST OF
 AI5083'AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI5083'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI5083'JUNCTION OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF
 AI5083'ROAD) , 4.7 MILES (7.6 KM) NORTH NORTHWEST OF JACKSON, GO SOUTHEAST ON
 AI5083'HIGHWAY 125 FOR 2.6 MILES (4.2 KM) TO THE JUNCTION OF STATE ROAD 1409
 AI5083'(DRAGSTRIP ROAD) , CONTINUE ON HIGHWAY 125 FOR 0.4 MILE (0.6 KM) TO
 AI5083'THE STATION ON THE RIGHT NEAR A POWER POLE IN FRONT OF A FIRE LOOKOUT
 AI5083'TOWER, 0.35 MILE (0.56 KM) NORTHWEST OF THE JUNCTION OF STATE ROAD 63
 AI5083'(MCELMURRAY ROAD) .  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 AI5083'CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 69.7 FEET (21.2 M)
 AI5083'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 11.6
 AI5083'FEET (3.5 M) SOUTHEAST OF THE POWER POLE NUMBER 48 WITH A GUY WIRE,
 AI5083'26.0 FEET (7.9 M) EAST NORTHEAST OF THE EAST CORNER OF A CHAIN LINK
 AI5083'FENCE SURROUNDING THE LOOKOUT TOWER, 120.9 FEET (36.9 M) NORTH
 AI5083'NORTHWEST OF THE NORTH CORNER OF A VINYL-SIDED HOUSE, 12.4 FEET (3.8
 AI5083'M) NORTH NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER PROJECTING
 AI5083'0.5-FOOT, 11.6 FEET (3.5 M) SOUTHEAST OF A WITNESS POST.  RECOVERED BY
 AI5083'J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5084 ***********************************************************************
 AI5084  DESIGNATION -  2 108
 AI5084  PID         -  AI5084
 AI5084  STATE/COUNTY-  SC/AIKEN
 AI5084  USGS QUAD   -  JACKSON (1989)
 AI5084
 AI5084                         *CURRENT SURVEY CONTROL
 AI5084  ___________________________________________________________________
 AI5084* NAD 83(1986)-  33 21 13.     (N)    081 48 32.     (W)     SCALED    
 AI5084* NAVD 88     -        69.357  (meters)     227.55   (feet)  ADJUSTED  
 AI5084  ___________________________________________________________________
 AI5084  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AI5084  DYNAMIC HT  -          69.282 (meters)     227.30  (feet)  COMP
 AI5084  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 AI5084
 AI5084  VERT ORDER  -  FIRST     CLASS II
 AI5084
 AI5084.The horizontal coordinates were scaled from a topographic map and have
 AI5084.an estimated accuracy of +/- 6 seconds.
 AI5084
 AI5084.The orthometric height was determined by differential leveling
 AI5084.and adjusted by the National Geodetic Survey in September 2000..
 AI5084.No vertical observational check was made to the station.
 AI5084
 AI5084.The geoid height was determined by GEOID03.
 AI5084
 AI5084.The dynamic height is computed by dividing the NAVD 88
 AI5084.geopotential number by the normal gravity value computed on the
 AI5084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5084.degrees latitude (g = 980.6199 gals.).
 AI5084
 AI5084.The modeled gravity was interpolated from observed gravity values.
 AI5084
 AI5084;                    North         East    Units  Estimated Accuracy
 AI5084;SPC SC       -   168,890.      534,330.      MT  (+/- 180 meters Scaled)
 AI5084
 AI5084                          SUPERSEDED SURVEY CONTROL
 AI5084
 AI5084.No superseded survey control is available for this station.
 AI5084
 AI5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS247907(NAD 83)
 AI5084_MARKER: DD = SURVEY DISK
 AI5084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5084_STAMPING: 2 108 1996
 AI5084_MARK LOGO: SCGS  
 AI5084_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5084+STABILITY: SURFACE MOTION
 AI5084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5084+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 AI5084
 AI5084  HISTORY     - Date     Condition        Report By
 AI5084  HISTORY     - 1996     MONUMENTED       SCGS
 AI5084  HISTORY     - 20001212 GOOD             SCGS
 AI5084
 AI5084                          STATION DESCRIPTION
 AI5084
 AI5084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5084'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTH NORTHWEST OF THE CENTER OF
 AI5084'JACKSON, 15.15 MILES (24.38 KM) SOUTH SOUTHWEST OF AIKEN.
 AI5084'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF NATURAL RESOURCES, WATER
 AI5084'RESOURCE DIVISION, 1201 MAIN STREET, SUITE 1100, COLUMBIA, SC 29201,
 AI5084'PHONE 803-737-0800.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI5084'HIGHWAYS 125, 302 AND STATE ROAD 32 (SILVER BLUFF ROAD), 4.7 MILES
 AI5084'(7.6 KM) NORTHWEST OF JACKSON, GO SOUTHEAST ON HIGHWAY 125 FOR 0.9
 AI5084'MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 1677 (HALLMAN LOOP),
 AI5084'CONTINUE ON HIGHWAY 125 FOR 1.3 MILES (2.1 KM) TO A DIRT ROAD RIGHT,
 AI5084'TURN RIGHT ON THE DIRT ROAD FOR 0.2 MILE (0.3 KM) TO A ROAD LEFT, TURN
 AI5084'LEFT ON DIRT ROAD FOR 0.05 MILE (0.08 KM) TO A GATE TO A CHAIN LINK
 AI5084'FENCE SURROUNDING 4 WELLS, PASS THROUGH GATE BEARING LEFT UPHILL FOR
 AI5084'0.05 MILE (0.08 KM) TO THE STATION NEAR AN ELECTRIC METER POLE.
 AI5084'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 16.5 FEET (5.0 M)
 AI5084'SOUTHWEST OF THE METER POLE, 81.1 FEET (24.7 M) EAST NORTHEAST OF THE
 AI5084'NORTHEAST GATE POST, 42.6 FEET (13.0 M) WEST NORTHWEST OF THE CENTER
 AI5084'OF WELL AIK 902 (4TH FROM BOTTOM OF HILL), 38.1 FEET (11.6 M) NORTH
 AI5084'NORTHWEST OF THE CENTER OF WELL AIK 2380 , 18.3 FEET (5.6 M) SOUTHEAST
 AI5084'OF A WITNESS POST IN THE FENCE LINE.
 AI5084
 AI5084                          STATION RECOVERY (2000)
 AI5084
 AI5084'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AI5084'STATION IS LOCATED IN JACKSON, 15.1 MILES (24.3 KM) SOUTHWEST OF
 AI5084'AIKEN.  OWNERSHIP--SCDNR, WATER RESOURCE DIVISION, 1201 MAIN STREET,
 AI5084'SUITE 1100, COLUMBIA, SC 29201, PHONE 803-737-0800.  TO REACH THE
 AI5084'STATION FROM THE JUNCTION OF STATE HIGHWAYS 125, 302 AND STATE ROAD 32
 AI5084'(SILVER BLUFF ROAD) , 4.7 MILES (7.6 KM) NORTH NORTHWEST OF JACKSON,
 AI5084'GO SOUTHEAST ON HIGHWAY 125 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF
 AI5084'STATE ROAD 1677 (HALLMAN LOOP) , CONTINUE ON HIGHWAY 125 FOR 1.3 MILES
 AI5084'(2.1 KM) TO A DIRT ROAD RIGHT, TURN RIGHT ON THE DIRT ROAD FOR 0.2
 AI5084'MILE (0.3 KM) TO A ROAD LEFT, TURN LEFT ON DIRT ROAD FOR 0.05 MILE
 AI5084'(0.08 KM) TO A GATE TO A CHAIN LINK FENCE SURROUNDING FOUR WELLS, PASS
 AI5084'THROUGH THE GATE BEAR LEFT UPHILL FOR 0.05 MILE (0.08 KM) TO THE
 AI5084'STATION NEAR AN ELECTRIC METER POLE.  STATION IS A CONCRETE POST
 AI5084'RECESSED 0.2 FOOT, (6.1 CM) 16.4 FEET (5.0 M) SOUTHWEST OF THE METER
 AI5084'POLE, 82.1 FEET (25.0 M) EAST NORTHEAST OF THE NORTHEAST GATE POST,
 AI5084'42.3 FEET (12.9 M) WEST NORTHWEST OF THE CENTER OF WELL AIK 902 (4TH
 AI5084'FROM THE BOTTOM OF THE HILL) , 37.9 FEET (11.6 M) NORTH NORTHWEST OF
 AI5084'THE CENTER OF WELL AIK-2380, 1.1 FEET (0.3 M) EAST SOUTHEAST OF A
 AI5084'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0339 ***********************************************************************
 ED0339  DESIGNATION -  2 285 A
 ED0339  PID         -  ED0339
 ED0339  STATE/COUNTY-  SC/ANDERSON
 ED0339  USGS QUAD   -  CLEMSON (1980)
 ED0339
 ED0339                         *CURRENT SURVEY CONTROL
 ED0339  ___________________________________________________________________
 ED0339* NAD 83(1986)-  34 39 35.     (N)    082 47 21.     (W)     SCALED    
 ED0339* NAVD 88     -       225.257  (meters)     739.03   (feet)  ADJUSTED  
 ED0339  ___________________________________________________________________
 ED0339  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 ED0339  DYNAMIC HT  -         225.025 (meters)     738.27  (feet)  COMP
 ED0339  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 ED0339
 ED0339  VERT ORDER  -  FIRST     CLASS II
 ED0339
 ED0339.The horizontal coordinates were scaled from a topographic map and have
 ED0339.an estimated accuracy of +/- 6 seconds.
 ED0339
 ED0339.The orthometric height was determined by differential leveling
 ED0339.and adjusted by the National Geodetic Survey in June 1991..
 ED0339
 ED0339.The geoid height was determined by GEOID03.
 ED0339
 ED0339.The dynamic height is computed by dividing the NAVD 88
 ED0339.geopotential number by the normal gravity value computed on the
 ED0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0339.degrees latitude (g = 980.6199 gals.).
 ED0339
 ED0339.The modeled gravity was interpolated from observed gravity values.
 ED0339
 ED0339;                    North         East    Units  Estimated Accuracy
 ED0339;SPC SC       -   314,870.      445,620.      MT  (+/- 180 meters Scaled)
 ED0339
 ED0339                          SUPERSEDED SURVEY CONTROL
 ED0339
 ED0339  NGVD 29 (??/??/92)  225.340  (m)          739.30   (f) ADJ UNCH    1 2
 ED0339
 ED0339.Superseded values are not recommended for survey control.
 ED0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0339.See file dsdata.txt to determine how the superseded data were derived.
 ED0339
 ED0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU360367(NAD 83)
 ED0339_MARKER: N = NAIL
 ED0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0339_SP_SET: POWERLINE POLE
 ED0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0339
 ED0339  HISTORY     - Date     Condition        Report By
 ED0339  HISTORY     - UNK      MONUMENTED       SCHD
 ED0339  HISTORY     - 1933     GOOD             NGS
 ED0339  HISTORY     - 1934     MARK NOT FOUND   NGS
 ED0339  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 ED0339
 ED0339                          STATION DESCRIPTION
 ED0339
 ED0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0339'1 MI NW FROM PENDLETON.
 ED0339'1.0 MILE NORTHWEST ALONG THE BLUE RIDGE RAILWAY FROM THE STATION
 ED0339'AT PENDLETON, ANDERSON COUNTY, AT THE FIRST UNDERPASS NORTH OF
 ED0339'TOWN, 496 FEET SOUTHEAST OF THE FIRST UNDERPASS NORTH OF TOWN,
 ED0339'496 FEET SOUTHEAST OF MILEPOST 24, 100 FEET SOUTH OF THE SOUTH
 ED0339'EDGE OF THE PAVEMENT ON STATE HIGHWAY 24, 64 FEET EAST OF THE
 ED0339'EAST RAIL, IN THE BASE OF A POWERLINE POLE.
 ED0339
 ED0339                          STATION RECOVERY (1934)
 ED0339
 ED0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ED0339'MARK NOT FOUND.
 ED0339
 ED0339                          STATION RECOVERY (2003)
 ED0339
 ED0339'RECOVERY NOTE BY US POWER SQUADRON 2003 (ERL)
 ED0339'MARK DESCRIBED AS BEING ON BASE OF POWER POLE.  POWER LINE WAS REBUILT
 ED0339'IN 1975 AND POLES WERE REPLACED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0293 ***********************************************************************
 ED0293  DESIGNATION -  2 668 A
 ED0293  PID         -  ED0293
 ED0293  STATE/COUNTY-  SC/ANDERSON
 ED0293  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED0293
 ED0293                         *CURRENT SURVEY CONTROL
 ED0293  ___________________________________________________________________
 ED0293* NAD 83(1986)-  34 24 05.     (N)    082 41 18.     (W)     SCALED    
 ED0293* NAVD 88     -       239.663  (meters)     786.29   (feet)  ADJUSTED  
 ED0293  ___________________________________________________________________
 ED0293  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ED0293  DYNAMIC HT  -         239.418 (meters)     785.49  (feet)  COMP
 ED0293  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 ED0293
 ED0293  VERT ORDER  -  FIRST     CLASS II
 ED0293
 ED0293.The horizontal coordinates were scaled from a topographic map and have
 ED0293.an estimated accuracy of +/- 6 seconds.
 ED0293
 ED0293.The orthometric height was determined by differential leveling
 ED0293.and adjusted by the National Geodetic Survey in June 1991..
 ED0293
 ED0293.The geoid height was determined by GEOID03.
 ED0293
 ED0293.The dynamic height is computed by dividing the NAVD 88
 ED0293.geopotential number by the normal gravity value computed on the
 ED0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0293.degrees latitude (g = 980.6199 gals.).
 ED0293
 ED0293.The modeled gravity was interpolated from observed gravity values.
 ED0293
 ED0293;                    North         East    Units  Estimated Accuracy
 ED0293;SPC SC       -   286,060.      454,390.      MT  (+/- 180 meters Scaled)
 ED0293
 ED0293                          SUPERSEDED SURVEY CONTROL
 ED0293
 ED0293  NGVD 29 (??/??/92)  239.771  (m)          786.65   (f) ADJ UNCH    1 2
 ED0293
 ED0293.Superseded values are not recommended for survey control.
 ED0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0293.See file dsdata.txt to determine how the superseded data were derived.
 ED0293
 ED0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU448079(NAD 83)
 ED0293_MARKER: S = SPIKE
 ED0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0293_SP_SET: TREE
 ED0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0293
 ED0293  HISTORY     - Date     Condition        Report By
 ED0293  HISTORY     - UNK      MONUMENTED       SCHD
 ED0293  HISTORY     - 1933     GOOD             NGS
 ED0293  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 ED0293
 ED0293                          STATION DESCRIPTION
 ED0293
 ED0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0293'0.2 MI S FROM DEAN.
 ED0293'0.2 MILE SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 ED0293'FROM DEAN, ANDERSON COUNTY, 147 FEET SOUTH OF MILEPOST 93, 121
 ED0293'FEET EAST OF THE EAST RAIL, AND IN THE EAST SIDE OF THE BASE OF A
 ED0293'24-INCH OAK TREE.  A RAILROAD SPIKE.
 ED0293
 ED0293                          STATION RECOVERY (2004)
 ED0293
 ED0293'RECOVERY NOTE BY US POWER SQUADRON 2004 (RSO)
 ED0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0297 ***********************************************************************
 ED0297  DESIGNATION -  2 668 B
 ED0297  PID         -  ED0297
 ED0297  STATE/COUNTY-  SC/ANDERSON
 ED0297  USGS QUAD   -  IVA (1979)
 ED0297
 ED0297                         *CURRENT SURVEY CONTROL
 ED0297  ___________________________________________________________________
 ED0297* NAD 83(1986)-  34 19 29.     (N)    082 40 09.     (W)     SCALED    
 ED0297* NAVD 88     -       220.966  (meters)     724.95   (feet)  ADJUSTED  
 ED0297  ___________________________________________________________________
 ED0297  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 ED0297  DYNAMIC HT  -         220.740 (meters)     724.21  (feet)  COMP
 ED0297  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 ED0297
 ED0297  VERT ORDER  -  FIRST     CLASS II
 ED0297
 ED0297.The horizontal coordinates were scaled from a topographic map and have
 ED0297.an estimated accuracy of +/- 6 seconds.
 ED0297
 ED0297.The orthometric height was determined by differential leveling
 ED0297.and adjusted by the National Geodetic Survey in June 1991..
 ED0297
 ED0297.The geoid height was determined by GEOID03.
 ED0297
 ED0297.The dynamic height is computed by dividing the NAVD 88
 ED0297.geopotential number by the normal gravity value computed on the
 ED0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0297.degrees latitude (g = 980.6199 gals.).
 ED0297
 ED0297.The modeled gravity was interpolated from observed gravity values.
 ED0297
 ED0297;                    North         East    Units  Estimated Accuracy
 ED0297;SPC SC       -   277,530.      456,010.      MT  (+/- 180 meters Scaled)
 ED0297
 ED0297                          SUPERSEDED SURVEY CONTROL
 ED0297
 ED0297  NGVD 29 (??/??/92)  221.083  (m)          725.34   (f) ADJ UNCH    1 2
 ED0297
 ED0297.Superseded values are not recommended for survey control.
 ED0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0297.See file dsdata.txt to determine how the superseded data were derived.
 ED0297
 ED0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT464994(NAD 83)
 ED0297_MARKER: N = NAIL
 ED0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0297_SP_SET: TREE
 ED0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0297
 ED0297  HISTORY     - Date     Condition        Report By
 ED0297  HISTORY     - UNK      MONUMENTED       SCHD
 ED0297  HISTORY     - 1934     GOOD             NGS
 ED0297
 ED0297                          STATION DESCRIPTION
 ED0297
 ED0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ED0297'1.5 MI NW FROM IVA.
 ED0297'1.5 MILES NORTHWEST ALONG THE CHARLESTON AND WESTERN CAROLINA
 ED0297'RAILWAY FROM IVA, ANDERSON COUNTY, 0.1 MILE NORTH OF MILEPOST 87,
 ED0297'73 FEET WEST OF THE CENTERLINE OF THE TRACK, 25 FEET WEST OF THE
 ED0297'CENTERLINE OF STATE HIGHWAY 82, AND IN THE ROOT OF A 20-INCH
 ED0297'OAK TREE.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0467 ***********************************************************************
 ED0467  DESIGNATION -  2 75
 ED0467  PID         -  ED0467
 ED0467  STATE/COUNTY-  SC/OCONEE
 ED0467  USGS QUAD   -  WESTMINSTER (1980)
 ED0467
 ED0467                         *CURRENT SURVEY CONTROL
 ED0467  ___________________________________________________________________
 ED0467* NAD 83(1986)-  34 40 05.     (N)    083 06 01.     (W)     SCALED    
 ED0467* NAVD 88     -       281.95   (+/-2cm)     925.0    (feet)  VERTCON   
 ED0467  ___________________________________________________________________
 ED0467  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 ED0467
 ED0467  VERT ORDER  -  ? (See Below)
 ED0467
 ED0467.The horizontal coordinates were scaled from a topographic map and have
 ED0467.an estimated accuracy of +/- 6 seconds.
 ED0467
 ED0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0467.The vertical order pertains to the NGVD 29 superseded value.
 ED0467
 ED0467.The geoid height was determined by GEOID03.
 ED0467
 ED0467;                    North         East    Units  Estimated Accuracy
 ED0467;SPC SC       -   316,330.      417,120.      MT  (+/- 180 meters Scaled)
 ED0467
 ED0467                          SUPERSEDED SURVEY CONTROL
 ED0467
 ED0467  NGVD 29 (??/??/92)  281.974  (m)          925.11   (f) ADJ UNCH    ?  
 ED0467
 ED0467.Superseded values are not recommended for survey control.
 ED0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0467.See file dsdata.txt to determine how the superseded data were derived.
 ED0467
 ED0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU075382(NAD 83)
 ED0467_MARKER: N = NAIL
 ED0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0467_SP_SET: POLE
 ED0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0467
 ED0467  HISTORY     - Date     Condition        Report By
 ED0467  HISTORY     - UNK      MONUMENTED       SCHD
 ED0467  HISTORY     - 1933     GOOD             NGS
 ED0467  HISTORY     - 1934     GOOD             NGS
 ED0467
 ED0467                          STATION DESCRIPTION
 ED0467
 ED0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0467'0.3 MI W FROM WESTMINSTER.
 ED0467'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 ED0467'AT WESTMINSTER, OCONEE COUNTY, ABOUT 530 FEET EAST OF MILEPOST 532,
 ED0467'28 FEET NORTH OF THE CENTER LINE OF THE SOUTH-BOUND MAIN TRACK,
 ED0467'AND IN THE BASE OF A POWER-TRANSMISSION LINE POLE.  A NAIL.
 ED0467
 ED0467                          STATION RECOVERY (1934)
 ED0467
 ED0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ED0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0043 ***********************************************************************
 ED0043  DESIGNATION -  2 97
 ED0043  PID         -  ED0043
 ED0043  STATE/COUNTY-  SC/ANDERSON
 ED0043  USGS QUAD   -  BELTON EAST (1983)
 ED0043
 ED0043                         *CURRENT SURVEY CONTROL
 ED0043  ___________________________________________________________________
 ED0043* NAD 83(1986)-  34 33 06.     (N)    082 29 37.     (W)     SCALED    
 ED0043* NAVD 88     -       269.72   (+/-2cm)     884.9    (feet)  VERTCON   
 ED0043  ___________________________________________________________________
 ED0043  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 ED0043
 ED0043  VERT ORDER  -  ? (See Below)
 ED0043
 ED0043.The horizontal coordinates were scaled from a topographic map and have
 ED0043.an estimated accuracy of +/- 6 seconds.
 ED0043
 ED0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0043.The vertical order pertains to the NGVD 29 superseded value.
 ED0043
 ED0043.The geoid height was determined by GEOID03.
 ED0043
 ED0043;                    North         East    Units  Estimated Accuracy
 ED0043;SPC SC       -   302,450.      472,530.      MT  (+/- 180 meters Scaled)
 ED0043
 ED0043                          SUPERSEDED SURVEY CONTROL
 ED0043
 ED0043  NGVD 29 (??/??/92)  269.820  (m)          885.23   (f) ADJ UNCH    ?  
 ED0043
 ED0043.Superseded values are not recommended for survey control.
 ED0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0043.See file dsdata.txt to determine how the superseded data were derived.
 ED0043
 ED0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU629243(NAD 83)
 ED0043_MARKER: N = NAIL
 ED0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0043_SP_SET: TREE
 ED0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0043
 ED0043  HISTORY     - Date     Condition        Report By
 ED0043  HISTORY     - UNK      MONUMENTED       SCHD
 ED0043  HISTORY     - 1933     GOOD             NGS
 ED0043
 ED0043                          STATION DESCRIPTION
 ED0043
 ED0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0043'2.1 MI N FROM BELTON.
 ED0043'ABOUT 2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM BELTON,
 ED0043'ANDERSON COUNTY, AT MILEAGE 119.14, ABOUT 71 FEET EAST OF THE EAST
 ED0043'RAIL, ABOUT 28 1/2 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 ED0043'20, AND IN THE ROOT OF A 15-INCH CEDAR TREE.  A NAIL DRIVEN
 ED0043'THROUGH A BOTTLE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1287 ***********************************************************************
 DD1287  DESIGNATION -  2 MEA
 DD1287  PID         -  DD1287
 DD1287  STATE/COUNTY-  SC/BERKELEY
 DD1287  USGS QUAD   -  BONNEAU (1990)
 DD1287
 DD1287                         *CURRENT SURVEY CONTROL
 DD1287  ___________________________________________________________________
 DD1287* NAD 83(1986)-  33 16 07.     (N)    079 54 23.     (W)     SCALED    
 DD1287* NAVD 88     -         7.920  (meters)      25.98   (feet)  ADJUSTED  
 DD1287  ___________________________________________________________________
 DD1287  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DD1287  DYNAMIC HT  -           7.912 (meters)      25.96  (feet)  COMP
 DD1287  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 DD1287
 DD1287  VERT ORDER  -  FIRST     CLASS II
 DD1287
 DD1287.The horizontal coordinates were scaled from a topographic map and have
 DD1287.an estimated accuracy of +/- 6 seconds.
 DD1287
 DD1287.The orthometric height was determined by differential leveling
 DD1287.and adjusted by the National Geodetic Survey in June 1991..
 DD1287
 DD1287.The geoid height was determined by GEOID03.
 DD1287
 DD1287.The dynamic height is computed by dividing the NAVD 88
 DD1287.geopotential number by the normal gravity value computed on the
 DD1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1287.degrees latitude (g = 980.6199 gals.).
 DD1287
 DD1287.The modeled gravity was interpolated from observed gravity values.
 DD1287
 DD1287;                    North         East    Units  Estimated Accuracy
 DD1287;SPC SC       -   159,710.      711,470.      MT  (+/- 180 meters Scaled)
 DD1287
 DD1287                          SUPERSEDED SURVEY CONTROL
 DD1287
 DD1287  NGVD 29 (03/21/89)    8.221  (m)           26.97   (f) ADJUSTED    1 2
 DD1287
 DD1287.Superseded values are not recommended for survey control.
 DD1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1287.See file dsdata.txt to determine how the superseded data were derived.
 DD1287
 DD1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS018815(NAD 83)
 DD1287_MARKER: DB = BENCH MARK DISK
 DD1287_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1287_SP_SET: BRIDGE
 DD1287_STAMPING: 2 MEA 1981 27
 DD1287_MARK LOGO: USGS  
 DD1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1287
 DD1287  HISTORY     - Date     Condition        Report By
 DD1287  HISTORY     - 1981     MONUMENTED       USGS
 DD1287  HISTORY     - 1984     GOOD             SCGS
 DD1287
 DD1287                          STATION DESCRIPTION
 DD1287
 DD1287'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1287'12.9 KM (8.0 MI) NE FROM MONCKS CORNER.
 DD1287'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE POST
 DD1287'OFFICE IN MONCKS CORNER, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1287'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 4.4 KILOMETERS (2.75
 DD1287'MILES) NORTHEAST ALONG U.S. HIGHWAY 52, THENCE 8.4 KILOMETERS (5.2
 DD1287'MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET IN THE SOUTHWEST
 DD1287'CORNER OF THE BRIDGE OVER WADBOO CREEK.
 DD1287'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1763 ***********************************************************************
 DD1763  DESIGNATION -  2 Q M 3
 DD1763  PID         -  DD1763
 DD1763  STATE/COUNTY-  SC/HORRY
 DD1763  USGS QUAD   -  CALABASH (1990)
 DD1763
 DD1763                         *CURRENT SURVEY CONTROL
 DD1763  ___________________________________________________________________
 DD1763* NAD 83(1986)-  33 52 31.     (N)    078 37 09.     (W)     SCALED    
 DD1763* NAVD 88     -        10.985  (meters)      36.04   (feet)  ADJUSTED  
 DD1763  ___________________________________________________________________
 DD1763  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DD1763  DYNAMIC HT  -          10.974 (meters)      36.00  (feet)  COMP
 DD1763  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 DD1763
 DD1763  VERT ORDER  -  FIRST     CLASS II
 DD1763
 DD1763.The horizontal coordinates were scaled from a topographic map and have
 DD1763.an estimated accuracy of +/- 6 seconds.
 DD1763
 DD1763.The orthometric height was determined by differential leveling
 DD1763.and adjusted by the National Geodetic Survey in June 1991..
 DD1763
 DD1763.The geoid height was determined by GEOID03.
 DD1763
 DD1763.The dynamic height is computed by dividing the NAVD 88
 DD1763.geopotential number by the normal gravity value computed on the
 DD1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1763.degrees latitude (g = 980.6199 gals.).
 DD1763
 DD1763.The modeled gravity was interpolated from observed gravity values.
 DD1763
 DD1763;                    North         East    Units  Estimated Accuracy
 DD1763;SPC SC       -   228,980.      829,810.      MT  (+/- 180 meters Scaled)
 DD1763
 DD1763                          SUPERSEDED SURVEY CONTROL
 DD1763
 DD1763  NGVD 29 (03/21/89)   11.307  (m)           37.10   (f) ADJUSTED    1 2
 DD1763
 DD1763.Superseded values are not recommended for survey control.
 DD1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1763.See file dsdata.txt to determine how the superseded data were derived.
 DD1763
 DD1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT202508(NAD 83)
 DD1763_MARKER: DD = SURVEY DISK
 DD1763_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD1763_SP_SET: SLAB
 DD1763_STAMPING: 2Q-M3 1986
 DD1763_MARK LOGO: SCWRC 
 DD1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1763+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD1763
 DD1763  HISTORY     - Date     Condition        Report By
 DD1763  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1763  HISTORY     - 1986     GOOD             SCGS
 DD1763  HISTORY     - 19920717 GOOD             NGS
 DD1763  HISTORY     - 19960417 GOOD             SCGS
 DD1763  HISTORY     - 19990908 GOOD             USPSQD
 DD1763  HISTORY     - 20040707 GOOD             USPSQD
 DD1763  HISTORY     - 20040719 GOOD             USPSQD
 DD1763  HISTORY     - 20051031 GOOD             USPSQD
 DD1763
 DD1763                          STATION DESCRIPTION
 DD1763
 DD1763'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1763'IN LITTLE RIVER.
 DD1763'THE MARK IS 0.55 M ABOVE GROUND.
 DD1763'0.35 KM (0.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1763'OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 0.1 KM
 DD1763'(0.05 MI) NORTHWEST ALONG A PAVED ROAD (LUCK AVENUE), THENCE 0.1 KM
 DD1763'(0.05 MI) SOUTHWEST ALONG A SAND DRIVE LEADING TO THE LITTLE RIVER
 DD1763'WATER TOWER, SET IN A 27 INCH BY 27 INCH CONCRETE SLAB ON THE EAST
 DD1763'SIDE OF A SMALL CINDER BLOCK BUILDING AT THE BASE OF THE TOWER, 10.18
 DD1763'METERS (33.4 FT) SOUTHWEST OF THE SOUTHEAST LEG OF THE TOWER, 2.83
 DD1763'METERS (9.24 FT) SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE
 DD1763'BUILDING, 16.35 METERS (53.64 FT) EAST SOUTHEAST OF A LONE LIVE OAK
 DD1763'TREE, 14.18 METERS (46.52 FT) NORTH NORTHEAST OF A POWER POLE T1A3,
 DD1763'ADD-THIS MARK IS A DISK SET IN A DRILL HOLE OF A SLAB OF CONCRETE
 DD1763'SURROUNDING AN 8 INCH PIPE, DEPTH OF PIPE 692 FT.
 DD1763
 DD1763                          STATION RECOVERY (1992)
 DD1763
 DD1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1763'0.5 KM (0.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1763'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1763'0.2 KM (0.10 MI) NORTHWESTERLY ALONG LUCK AVENUE, THENCE 0.1 KM (0.05
 DD1763'MI) SOUTHWESTERLY ALONG A SAND ROAD, IN TOP OF AND 0.2 M (0.7 FT)
 DD1763'NORTHWEST OF THE SOUTHEAST CORNER OF A 27 BY 27-INCH CONCRETE
 DD1763'FOUNDATION THAT IS ALONG THE EAST SIDE OF A SMALL CONCRETE BUILDING
 DD1763'AT THE MUNICIPAL WATER TANK, 14.1 M (46.3 FT) SOUTHWEST OF UTILITY
 DD1763'POLE NUMBER T1 A E WITH 2 TRANSFORMERS AND AN ELECTRIC METER, 12.8 M
 DD1763'(42.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 10.0 M (32.8 FT)
 DD1763'NORTHEAST OF THE SOUTHEAST LEG OF THE TANK, 2.8 M (9.2 FT)
 DD1763'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, AND THE
 DD1763'FOUNDATION PROJECTS 0.5 M (1.6 FT) ABOVE THE GROUND SURFACE.
 DD1763
 DD1763                          STATION RECOVERY (1996)
 DD1763
 DD1763'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1763'STATION IS LOCATED IN LITTLE RIVER, 24.95 MILES (40.15 KM) EAST OF
 DD1763'CONWAY.  OWNERSHIP--HORRY COUNTY WATER-SEWER.  TO REACH THE STATION
 DD1763'FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 90, 1.5 MILES
 DD1763'(2.4 KM) WEST SOUTHWEST OF LITTLE RIVER, GO NORTH ON HIGHWAY 17 FOR
 DD1763'1.7 MILES (2.7 KM) TO THE JUNCTION OF STATE ROAD 852 (LUCK AVENUE),
 DD1763'TURN LEFT ON ROAD 852 FOR 0.05 MILE (0.08 KM) TO A SAND DRIVE LEADING
 DD1763'TO AN ALUMINUM-SIDED BUILDING, TURN LEFT ON THE SAND DRIVE FOR 0.05
 DD1763'MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A CONCRETE BLOCK PUMP
 DD1763'SHED.  STATION IS A DRILL MARK IN A 2.3-FOOT BY 2.3-FOOT CONCRETE SLAB
 DD1763'PROJECTING 1.5 FEET (0.5 M) AND 1.5 FEET (0.5 M) ABOVE THE DRIVE, 15.5
 DD1763'FEET (4.7 M) NORTHWEST OF THE CENTER OF THE SAND DRIVE, 46.5 FEET
 DD1763'(14.2 M) SOUTHWEST OF A POWER POLE NUMBER 41342 WITH TWO TRANSFORMERS
 DD1763'AND A GUY WIRE, 6.4 FEET (2.0 M) EAST OF THE SOUTHEAST CORNER OF A
 DD1763'CONCRETE BLOCK PUMP SHED.
 DD1763
 DD1763                          STATION RECOVERY (1999)
 DD1763
 DD1763'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1763'RECOVERED IN GOOD CONDITION.
 DD1763
 DD1763                          STATION RECOVERY (2004)
 DD1763
 DD1763'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1763'RECOVERED IN GOOD CONDITION.
 DD1763
 DD1763                          STATION RECOVERY (2004)
 DD1763
 DD1763'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1763'RECOVERED IN GOOD CONDITION.
 DD1763
 DD1763                          STATION RECOVERY (2005)
 DD1763
 DD1763'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1760 ***********************************************************************
 DD1760  DESIGNATION -  2 Q N 5
 DD1760  PID         -  DD1760
 DD1760  STATE/COUNTY-  SC/HORRY
 DD1760  USGS QUAD   -  WAMPEE (1990)
 DD1760
 DD1760                         *CURRENT SURVEY CONTROL
 DD1760  ___________________________________________________________________
 DD1760* NAD 83(1986)-  33 52 10.     (N)    078 38 15.     (W)     SCALED    
 DD1760* NAVD 88     -        12.315  (meters)      40.40   (feet)  ADJUSTED  
 DD1760  ___________________________________________________________________
 DD1760  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DD1760  DYNAMIC HT  -          12.303 (meters)      40.36  (feet)  COMP
 DD1760  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 DD1760
 DD1760  VERT ORDER  -  FIRST     CLASS II
 DD1760
 DD1760.The horizontal coordinates were scaled from a topographic map and have
 DD1760.an estimated accuracy of +/- 6 seconds.
 DD1760
 DD1760.The orthometric height was determined by differential leveling
 DD1760.and adjusted by the National Geodetic Survey in June 1991..
 DD1760
 DD1760.The geoid height was determined by GEOID03.
 DD1760
 DD1760.The dynamic height is computed by dividing the NAVD 88
 DD1760.geopotential number by the normal gravity value computed on the
 DD1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1760.degrees latitude (g = 980.6199 gals.).
 DD1760
 DD1760.The modeled gravity was interpolated from observed gravity values.
 DD1760
 DD1760;                    North         East    Units  Estimated Accuracy
 DD1760;SPC SC       -   228,290.      828,130.      MT  (+/- 180 meters Scaled)
 DD1760
 DD1760                          SUPERSEDED SURVEY CONTROL
 DD1760
 DD1760  NGVD 29 (03/21/89)   12.637  (m)           41.46   (f) ADJUSTED    1 2
 DD1760
 DD1760.Superseded values are not recommended for survey control.
 DD1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1760.See file dsdata.txt to determine how the superseded data were derived.
 DD1760
 DD1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT185501(NAD 83)
 DD1760_MARKER: DD = SURVEY DISK
 DD1760_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD1760_SP_SET: UNSPECIFIED
 DD1760_STAMPING: 2Q - N5 1986
 DD1760_MARK LOGO: SCGS  
 DD1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1760+STABILITY: SURFACE MOTION
 DD1760
 DD1760  HISTORY     - Date     Condition        Report By
 DD1760  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1760  HISTORY     - 1986     GOOD             SCGS
 DD1760  HISTORY     - 19960417 MARK NOT FOUND   SCGS
 DD1760  HISTORY     - 19990907 MARK NOT FOUND   USPSQD
 DD1760  HISTORY     - 20040405 POOR             USPSQD
 DD1760  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 DD1760
 DD1760                          STATION DESCRIPTION
 DD1760
 DD1760'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1760'2.3 KM (1.45 MI) SW FROM LITTLE RIVER.
 DD1760'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1760'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 0.25 KM (0.15
 DD1760'MI) NORTHWEST ALONG A PAVED ROAD (ACROSS FROM A PANTRY FOOD STORE),
 DD1760'SET NEAR A POWER POLE IN A CLEARED AREA, 37.11 METERS (121.75 FT)
 DD1760'EAST NORTHEAST OF THE CENTER OF THE ROAD, 0.82 METER (2.69 FT) EAST
 DD1760'SOUTHEAST OF THE POWER POLE, 6.05 METERS (19.85 FT) SOUTH SOUTHWEST
 DD1760'OF AN 11 INCH PINE TREE, ADD-THIS MARK IS A DISK WELDED TO A FOUR
 DD1760'INCH PIPE, DEPTH OF PIPE IS 191 FT.
 DD1760'THE MARK IS 0.63 METERS  ENE FROM A WITNESS POST.
 DD1760'THE MARK IS 0.40 M ABOVE GROUND.
 DD1760
 DD1760                          STATION RECOVERY (1996)
 DD1760
 DD1760'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1760'RECOVERED AS DESCRIBED.  STATION IS NOT USE-ABLE BECAUSE A PUMP SHED
 DD1760'WAS BUILT OVER THE STATION. RECOVERY BY L.A. OWENS.
 DD1760
 DD1760                          STATION RECOVERY (1999)
 DD1760
 DD1760'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1760'MARK NOT FOUND.
 DD1760
 DD1760                          STATION RECOVERY (2004)
 DD1760
 DD1760'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1760'PAVED ROAD OFF HIGHWAY 17 IS RIVER HILLS DRIVE.  MARK AND WITNESS POST
 DD1760'ARE STILL INSIDE A PUMP SHED, BUT THE ROOF HAS DETERIORATED SO THAT
 DD1760'THE MARK IS VISIBLE AND MAY BE USABLE.  MARK IS 30 FEET SW OF LITTLE
 DD1760'RIVER BOWLING SIGN.
 DD1760
 DD1760                          STATION RECOVERY (2004)
 DD1760
 DD1760'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8494 ***********************************************************************
 DF8494  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8494  DESIGNATION -  2 SPITN
 DF8494  PID         -  DF8494
 DF8494  STATE/COUNTY-  SC/ORANGEBURG
 DF8494  USGS QUAD   -  WADBOO SWAMP (1982)
 DF8494
 DF8494                         *CURRENT SURVEY CONTROL
 DF8494  ___________________________________________________________________
 DF8494* NAD 83(2001)-  33 19 04.62571(N)    080 32 52.80595(W)     ADJUSTED  
 DF8494* NAVD 88     -        38.58   (meters)     126.6    (feet)  GPS OBS   
 DF8494  ___________________________________________________________________
 DF8494  X           -     876,152.060 (meters)                     COMP
 DF8494  Y           -  -5,262,759.861 (meters)                     COMP
 DF8494  Z           -   3,483,483.182 (meters)                     COMP
 DF8494  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DF8494  ELLIP HEIGHT-           6.95  (meters)          (10/16/03) GPS OBS
 DF8494  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DF8494
 DF8494  HORZ ORDER  -  FIRST
 DF8494  ELLP ORDER  -  FOURTH    CLASS II
 DF8494
 DF8494.The horizontal coordinates were established by GPS observations
 DF8494.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DF8494
 DF8494.The orthometric height was determined by GPS observations and a
 DF8494.high-resolution geoid model using precise GPS observation and
 DF8494.processing techniques.
 DF8494
 DF8494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8494
 DF8494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8494
 DF8494.The ellipsoidal height was determined by GPS observations
 DF8494.and is referenced to NAD 83.
 DF8494
 DF8494.The geoid height was determined by GEOID03.
 DF8494
 DF8494;                    North         East     Units Scale Factor Converg.
 DF8494;SPC SC       -   164,731.954   651,680.509   MT  0.99981235   +0 15 02.1
 DF8494;SPC SC       -   540,459.17  2,138,059.41   iFT  0.99981235   +0 15 02.1
 DF8494;UTM  17      - 3,686,627.142   542,071.880   MT  0.99962182   +0 14 53.8
 DF8494
 DF8494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8494!SPC SC       -   0.99999891  x   0.99981235  =   0.99981126
 DF8494!UTM  17      -   0.99999891  x   0.99962182  =   0.99962073
 DF8494
 DF8494                          SUPERSEDED SURVEY CONTROL
 DF8494
 DF8494  NAD 83(1986)-  33 19 04.63697(N)    080 32 52.80611(W) AD(       ) 1
 DF8494
 DF8494.Superseded values are not recommended for survey control.
 DF8494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8494.See file dsdata.txt to determine how the superseded data were derived.
 DF8494
 DF8494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4207286627(NAD 83)
 DF8494_MARKER: DD = SURVEY DISK
 DF8494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8494_STAMPING: 2 SPITN 2002
 DF8494_MARK LOGO: SCGS  
 DF8494_PROJECTION: FLUSH
 DF8494_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8494+STABILITY: SURFACE MOTION
 DF8494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8494+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DF8494
 DF8494  HISTORY     - Date     Condition        Report By
 DF8494  HISTORY     - 20021015 MONUMENTED       SCGS
 DF8494
 DF8494                          STATION DESCRIPTION
 DF8494
 DF8494'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DF8494'STATION IS LOCATED NEAR THE SOUTH CORNER OF THE BRIDGE OF INTERSTATE
 DF8494'95 NORTHBOUND
 DF8494'LANES IN THE SOUTH ANGLE OF THE JUNCTION OVERPASS OF INTERSTATE 95
 DF8494'(EXIT 86) AND
 DF8494'INTERSTATE 26, 9.3 MILES NORTH OF SAINT GEORGE, 21.4 MILES SOUTHEAST
 DF8494'OF ORANGEBURG.
 DF8494'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DF8494'SC 29202, PHONE
 DF8494'803-737-1350.
 DF8494'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 DF8494'THE
 DF8494'NORTHBOUND LANES OF INTERSTATE 95, 5.2 FEET SOUTHWEST OF THE SOUTH
 DF8494'CORNER OF THE
 DF8494'WING WALL OF THE BRIDGE, 4.0 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 DF8494'THE CURB OF
 DF8494'INTERSTATE 95 NORTHBOUND LANES, 21.4 FEET NORTHEAST OF THE NORTHWEST
 DF8494'LEG OF A
 DF8494'METAL SIGN (RAMP 25 M.P.H.), 8.1 FEET SOUTH OF THE SOUTH CORNER OF THE
 DF8494'CONCRETE
 DF8494'GUARDRAIL OF THE BRIDGE, 6.8 FEET SOUTH OF A WITNESS POST.
 DF8494'DESCRIBED BY T. HALL.
 DF8494' 
 DF8494' 
 DF8494' 
 DF8494' 
 DF8494' 
 DF8494'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3926 ***********************************************************************
 AA3926  DESIGNATION -  20 001
 AA3926  PID         -  AA3926
 AA3926  STATE/COUNTY-  SC/FAIRFIELD
 AA3926  USGS QUAD   -  JENKINSVILLE (1969)
 AA3926
 AA3926                         *CURRENT SURVEY CONTROL
 AA3926  ___________________________________________________________________
 AA3926* NAD 83(1986)-  34 18 36.     (N)    081 16 29.     (W)     SCALED    
 AA3926* NAVD 88     -       141.306  (meters)     463.60   (feet)  ADJUSTED  
 AA3926  ___________________________________________________________________
 AA3926  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AA3926  DYNAMIC HT  -         141.167 (meters)     463.15  (feet)  COMP
 AA3926  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 AA3926
 AA3926  VERT ORDER  -  FIRST     CLASS II
 AA3926
 AA3926.The horizontal coordinates were scaled from a topographic map and have
 AA3926.an estimated accuracy of +/- 6 seconds.
 AA3926
 AA3926.The orthometric height was determined by differential leveling
 AA3926.and adjusted by the National Geodetic Survey in September 1998..
 AA3926
 AA3926.The geoid height was determined by GEOID03.
 AA3926
 AA3926.The dynamic height is computed by dividing the NAVD 88
 AA3926.geopotential number by the normal gravity value computed on the
 AA3926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3926.degrees latitude (g = 980.6199 gals.).
 AA3926
 AA3926.The modeled gravity was interpolated from observed gravity values.
 AA3926
 AA3926;                    North         East    Units  Estimated Accuracy
 AA3926;SPC SC       -   274,690.      584,320.      MT  (+/- 180 meters Scaled)
 AA3926
 AA3926                          SUPERSEDED SURVEY CONTROL
 AA3926
 AA3926.No superseded survey control is available for this station.
 AA3926
 AA3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT747965(NAD 83)
 AA3926_MARKER: DD = SURVEY DISK
 AA3926_SETTING: 66 = SET IN ROCK OUTCROP
 AA3926_STAMPING: 20 001 1993
 AA3926_MARK LOGO: SCGS  
 AA3926_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3926+STABILITY: POSITION/ELEVATION WELL
 AA3926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3926+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3926
 AA3926  HISTORY     - Date     Condition        Report By
 AA3926  HISTORY     - 1993     MONUMENTED       SCGS
 AA3926
 AA3926                          STATION DESCRIPTION
 AA3926
 AA3926'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3926'STATION IS LOCATED 3.05 MILES (4.91 KM) NORTH NORTHWEST OF
 AA3926'JENKINSVILLE, 11.75 MILES (18.91 KM) WEST SOUTHWEST OF WINNSBORO.
 AA3926'OWNERSHIP--LITTLE RIVER BAPTIST CHURCH. TO REACH THE STATION FROM THE
 AA3926'NORTH JUNCTION OF STATE HIGHWAYS 213 AND 215, 3.0 MILES (4.8 KM) NORTH
 AA3926'OF JENKINSVILLE, GO EAST ON HIGHWAY 213 FOR 0.6 MILE (1.0 KM) TO THE
 AA3926'JUNCTION OF STATE ROAD 247 (SAINT BARNABAS CHURCH ROAD), CONTINUE ON
 AA3926'HIGHWAY 213 FOR 0.05 MILE (0.08 KM) TO A DRIVEWAY LEFT LEADING TO THE
 AA3926'LITTLE RIVER BAPTIST CHURCH, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE
 AA3926'(0.08 KM) TO THE STATION ON THE RIGHT IN ROCK OUTCROPPING ON THE
 AA3926'SOUTHWEST SIDE OF THE CHURCH CEMETERY. STATION IS A DRILL MARK IN ROCK
 AA3926'OUTCROPPING PROJECTING 1.0 FOOT (0.3 M) AND 3.0 FEET (0.9 M) ABOVE THE
 AA3926'DRIVEWAY, 42.5 FEET (13.0 M) EAST OF THE CENTER OF THE DRIVEWAY, 64.7
 AA3926'FEET (19.7 M) WEST OF THE SOUTH CORNER OF THE GRANITE WALL SURROUNDING
 AA3926'THE CEMETERY, 101.7 FEET (31.0 M) SOUTH OF THE WEST CORNER OF THE
 AA3926'GRANITE WALL SURROUNDING THE CEMETERY, 171.5 FEET (52.3 M) SOUTH OF
 AA3926'THE SOUTH CORNER OF THE CHURCH, 2.1 FEET (0.6 M) WEST OF A WITNESS
 AA3926'POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3927 ***********************************************************************
 AA3927  DESIGNATION -  20 002
 AA3927  PID         -  AA3927
 AA3927  STATE/COUNTY-  SC/FAIRFIELD
 AA3927  USGS QUAD   -  JENKINSVILLE (1969)
 AA3927
 AA3927                         *CURRENT SURVEY CONTROL
 AA3927  ___________________________________________________________________
 AA3927* NAD 83(1986)-  34 19 10.     (N)    081 15 39.     (W)     SCALED    
 AA3927* NAVD 88     -        96.264  (meters)     315.83   (feet)  ADJUSTED  
 AA3927  ___________________________________________________________________
 AA3927  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AA3927  DYNAMIC HT  -          96.169 (meters)     315.51  (feet)  COMP
 AA3927  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 AA3927
 AA3927  VERT ORDER  -  FIRST     CLASS II
 AA3927
 AA3927.The horizontal coordinates were scaled from a topographic map and have
 AA3927.an estimated accuracy of +/- 6 seconds.
 AA3927
 AA3927.The orthometric height was determined by differential leveling
 AA3927.and adjusted by the National Geodetic Survey in September 1998..
 AA3927
 AA3927.The geoid height was determined by GEOID03.
 AA3927
 AA3927.The dynamic height is computed by dividing the NAVD 88
 AA3927.geopotential number by the normal gravity value computed on the
 AA3927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3927.degrees latitude (g = 980.6199 gals.).
 AA3927
 AA3927.The modeled gravity was interpolated from observed gravity values.
 AA3927
 AA3927;                    North         East    Units  Estimated Accuracy
 AA3927;SPC SC       -   275,730.      585,600.      MT  (+/- 180 meters Scaled)
 AA3927
 AA3927                          SUPERSEDED SURVEY CONTROL
 AA3927
 AA3927.No superseded survey control is available for this station.
 AA3927
 AA3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT760976(NAD 83)
 AA3927_MARKER: DD = SURVEY DISK
 AA3927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3927_STAMPING: 20 002 1993
 AA3927_MARK LOGO: SCGS  
 AA3927_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3927+STABILITY: SURFACE MOTION
 AA3927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3927+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3927
 AA3927  HISTORY     - Date     Condition        Report By
 AA3927  HISTORY     - 1993     MONUMENTED       SCGS
 AA3927
 AA3927                          STATION DESCRIPTION
 AA3927
 AA3927'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3927'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTH NORTHEAST OF JENKINSVILLE,
 AA3927'10.8 MILES (17.4 KM) WEST SOUTHWEST OF WINNSBORO. OWNERSHIP--SCDOT,
 AA3927'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA3927'803-737-1350. TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE
 AA3927'HIGHWAYS 213 AND 215, 3.0 MILES (4.8 KM) NORTH OF JENKINSVILLE, GO
 AA3927'EAST ON HIGHWAY 213 FOR 1.25 MILES (2.01 KM) TO THE JUNCTION OF STATE
 AA3927'ROAD 306, CONTINUE ON HIGHWAY 213 FOR 0.45 MILE (0.72 KM) TO THE
 AA3927'STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF A GRANITE WALL
 AA3927'SURROUNDING THE OLD BRICK CHURCH AND CEMETERY. STATION IS A CONCRETE
 AA3927'POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY,
 AA3927'36.4 FEET (11.1 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 10.3
 AA3927'FEET (3.1 M) EAST OF THE NORTHWEST CORNER OF THE WALL, 30.9 FEET (9.4
 AA3927'M) SOUTH SOUTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE
 AA3927'CULVERT BENEATH THE SOUTHWEST GRAVEL DRIVEWAY TO THE CHURCH, 81.9 FEET
 AA3927'(25.0 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 185.0
 AA3927'FEET (56.4 M) WEST SOUTHWEST OF A HISTORICAL MARK SIGN POST, 2.4 FEET
 AA3927'(0.7 M) NORTH OF THE NORTH FACE OF THE WALL. DESCRIBED BY C.E.
 AA3927'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3928 ***********************************************************************
 AA3928  DESIGNATION -  20 003
 AA3928  PID         -  AA3928
 AA3928  STATE/COUNTY-  SC/FAIRFIELD
 AA3928  USGS QUAD   -  RION (1969)
 AA3928
 AA3928                         *CURRENT SURVEY CONTROL
 AA3928  ___________________________________________________________________
 AA3928* NAD 83(1986)-  34 19 40.     (N)    081 14 40.     (W)     SCALED    
 AA3928* NAVD 88     -       124.082  (meters)     407.09   (feet)  ADJUSTED  
 AA3928  ___________________________________________________________________
 AA3928  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AA3928  DYNAMIC HT  -         123.961 (meters)     406.70  (feet)  COMP
 AA3928  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 AA3928
 AA3928  VERT ORDER  -  FIRST     CLASS II
 AA3928
 AA3928.The horizontal coordinates were scaled from a topographic map and have
 AA3928.an estimated accuracy of +/- 6 seconds.
 AA3928
 AA3928.The orthometric height was determined by differential leveling
 AA3928.and adjusted by the National Geodetic Survey in September 1998..
 AA3928
 AA3928.The geoid height was determined by GEOID03.
 AA3928
 AA3928.The dynamic height is computed by dividing the NAVD 88
 AA3928.geopotential number by the normal gravity value computed on the
 AA3928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3928.degrees latitude (g = 980.6199 gals.).
 AA3928
 AA3928.The modeled gravity was interpolated from observed gravity values.
 AA3928
 AA3928;                    North         East    Units  Estimated Accuracy
 AA3928;SPC SC       -   276,650.      587,110.      MT  (+/- 180 meters Scaled)
 AA3928
 AA3928                          SUPERSEDED SURVEY CONTROL
 AA3928
 AA3928.No superseded survey control is available for this station.
 AA3928
 AA3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT775985(NAD 83)
 AA3928_MARKER: DD = SURVEY DISK
 AA3928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3928_STAMPING: 20 003 1993
 AA3928_MARK LOGO: SCGS  
 AA3928_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3928+STABILITY: SURFACE MOTION
 AA3928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3928+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3928
 AA3928  HISTORY     - Date     Condition        Report By
 AA3928  HISTORY     - 1993     MONUMENTED       SCGS
 AA3928
 AA3928                          STATION DESCRIPTION
 AA3928
 AA3928'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3928'STATION IS LOCATED 4.8 MILES (7.7 KM) NORTH NORTHEAST OF JENKINSVILLE,
 AA3928'9.75 MILES (15.69 KM) WEST SOUTHWEST OF WINNSBORO. OWNERSHIP--CHARLES
 AA3928'CASE, ROUTE 1, BOX 162, WINNSBORO, SC 29180, PHONE 803-635-4208. TO
 AA3928'REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 213 AND
 AA3928'215, 3.0 MILES (4.8 KM) NORTH OF JENKINSVILLE, GO EAST ON HIGHWAY 213
 AA3928'FOR 2.35 MILES (3.78 KM) TO THE JUNCTION OF STATE ROAD 48 (LANDIS
 AA3928'ROAD), CONTINUE ON HIGHWAY 213 FOR 0.5 MILE (0.8 KM) TO THE STATION ON
 AA3928'THE LEFT NEAR A TELEPHONE POLE IN THE SOUTHWEST SIDE YARD OF A
 AA3928'MASONITE-SIDED HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA3928'AND LEVEL WITH THE HIGHWAY, 150.0 FEET (45.7 M) NORTHWEST OF THE
 AA3928'CENTER OF THE HIGHWAY, 8.6 FEET (2.6 M) EAST SOUTHEAST OF THE
 AA3928'TELEPHONE POLE, 47.2 FEET (14.4 M) WEST SOUTHWEST OF THE SOUTH CORNER
 AA3928'OF THE HOUSE, 79.3 FEET (24.2 M) SOUTH OF A POWER POLE WITH A SECURITY
 AA3928'LIGHT AND A GUY WIRE, 56.8 FEET (17.3 M) SOUTH SOUTHWEST OF THE
 AA3928'REAR-MOST WEST CORNER OF THE HOUSE, 18.4 FEET (5.6 M) NORTH NORTHEAST
 AA3928'OF A WITNESS POST IN A FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3930 ***********************************************************************
 AA3930  DESIGNATION -  20 004
 AA3930  PID         -  AA3930
 AA3930  STATE/COUNTY-  SC/FAIRFIELD
 AA3930  USGS QUAD   -  RION (1969)
 AA3930
 AA3930                         *CURRENT SURVEY CONTROL
 AA3930  ___________________________________________________________________
 AA3930* NAD 83(1986)-  34 20 23.     (N)    081 13 36.     (W)     SCALED    
 AA3930* NAVD 88     -       139.156  (meters)     456.55   (feet)  ADJUSTED  
 AA3930  ___________________________________________________________________
 AA3930  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AA3930  DYNAMIC HT  -         139.020 (meters)     456.10  (feet)  COMP
 AA3930  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 AA3930
 AA3930  VERT ORDER  -  FIRST     CLASS II
 AA3930
 AA3930.The horizontal coordinates were scaled from a topographic map and have
 AA3930.an estimated accuracy of +/- 6 seconds.
 AA3930
 AA3930.The orthometric height was determined by differential leveling
 AA3930.and adjusted by the National Geodetic Survey in September 1998..
 AA3930
 AA3930.The geoid height was determined by GEOID03.
 AA3930
 AA3930.The dynamic height is computed by dividing the NAVD 88
 AA3930.geopotential number by the normal gravity value computed on the
 AA3930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3930.degrees latitude (g = 980.6199 gals.).
 AA3930
 AA3930.The modeled gravity was interpolated from observed gravity values.
 AA3930
 AA3930;                    North         East    Units  Estimated Accuracy
 AA3930;SPC SC       -   277,980.      588,750.      MT  (+/- 180 meters Scaled)
 AA3930
 AA3930                          SUPERSEDED SURVEY CONTROL
 AA3930
 AA3930.No superseded survey control is available for this station.
 AA3930
 AA3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT791998(NAD 83)
 AA3930_MARKER: DD = SURVEY DISK
 AA3930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3930_STAMPING: 20 004 1993
 AA3930_MARK LOGO: SCGS  
 AA3930_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3930+STABILITY: SURFACE MOTION
 AA3930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3930+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3930
 AA3930  HISTORY     - Date     Condition        Report By
 AA3930  HISTORY     - 1993     MONUMENTED       SCGS
 AA3930
 AA3930                          STATION DESCRIPTION
 AA3930
 AA3930'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3930'STATION IS LOCATED 6.05 MILES (9.74 KM) NORTHEAST OF JENKINSVILLE,
 AA3930'8.55 MILES (13.76 KM) WEST SOUTHWEST OF WINNSBORO. OWNERSHIP--JAMES
 AA3930'AND BARBARA DOUGLAS, ROUTE 1, BOX 171-F, WINNSBORO, SC 29180, PHONE
 AA3930'803-635-2463. TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE
 AA3930'HIGHWAYS 213 AND 215, 3.0 MILES (4.8 KM) NORTH OF JENKINSVILLE, GO
 AA3930'EAST ON HIGHWAY 213 FOR 3.5 MILES (5.6 KM) TO THE JUNCTION OF STATE
 AA3930'ROAD 114 (ANDERSON QUARRY ROAD), CONTINUE ON HIGHWAY 213 FOR 0.75 MILE
 AA3930'(1.21 KM) TO A GRAVEL DRIVEWAY RIGHT LEADING TO A MOBILE HOME AND THE
 AA3930'FLOOR AND FOUNDATION OF A FUTURE LOG HOUSE, TURN RIGHT ON THE DRIVEWAY
 AA3930'FOR 0.05 MILE (0.08 KM) TO THE STATION IN THE VEE OF A FORK. STATION
 AA3930'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE RIGHT FORK
 AA3930'OF THE DRIVEWAY, 8.5 FEET (2.6 M) NORTH NORTHEAST OF THE CENTER OF THE
 AA3930'RIGHT FORK LEADING BEHIND THE FUTURE LOG HOUSE, 9.8 FEET (3.0 M) EAST
 AA3930'OF THE POWER POLE WITH A TRANSFORMER AND GUY WIRE, 98.5 FEET (30.0 M)
 AA3930'WEST OF THE WEST CORNER OF THE HOUSE, 61.2 FEET (18.7 M) EAST
 AA3930'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN STRUCTURE FOR A WELL,
 AA3930'174.9 FEET (53.3 M) EAST OF A POWER POLE WITH TWO GUY WIRES. DESCRIBED
 AA3930'BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3931 ***********************************************************************
 AA3931  DESIGNATION -  20 005
 AA3931  PID         -  AA3931
 AA3931  STATE/COUNTY-  SC/FAIRFIELD
 AA3931  USGS QUAD   -  RION (1969)
 AA3931
 AA3931                         *CURRENT SURVEY CONTROL
 AA3931  ___________________________________________________________________
 AA3931* NAD 83(1986)-  34 20 35.     (N)    081 12 21.     (W)     SCALED    
 AA3931* NAVD 88     -       138.281  (meters)     453.68   (feet)  ADJUSTED  
 AA3931  ___________________________________________________________________
 AA3931  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AA3931  DYNAMIC HT  -         138.145 (meters)     453.23  (feet)  COMP
 AA3931  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 AA3931
 AA3931  VERT ORDER  -  FIRST     CLASS II
 AA3931
 AA3931.The horizontal coordinates were scaled from a topographic map and have
 AA3931.an estimated accuracy of +/- 6 seconds.
 AA3931
 AA3931.The orthometric height was determined by differential leveling
 AA3931.and adjusted by the National Geodetic Survey in September 1998..
 AA3931
 AA3931.The geoid height was determined by GEOID03.
 AA3931
 AA3931.The dynamic height is computed by dividing the NAVD 88
 AA3931.geopotential number by the normal gravity value computed on the
 AA3931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3931.degrees latitude (g = 980.6199 gals.).
 AA3931
 AA3931.The modeled gravity was interpolated from observed gravity values.
 AA3931
 AA3931;                    North         East    Units  Estimated Accuracy
 AA3931;SPC SC       -   278,340.      590,660.      MT  (+/- 180 meters Scaled)
 AA3931
 AA3931                          SUPERSEDED SURVEY CONTROL
 AA3931
 AA3931.No superseded survey control is available for this station.
 AA3931
 AA3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU810002(NAD 83)
 AA3931_MARKER: DD = SURVEY DISK
 AA3931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3931_STAMPING: 20 005 1993
 AA3931_MARK LOGO: SCGS  
 AA3931_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3931+STABILITY: SURFACE MOTION
 AA3931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3931+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3931
 AA3931  HISTORY     - Date     Condition        Report By
 AA3931  HISTORY     - 1993     MONUMENTED       SCGS
 AA3931
 AA3931                          STATION DESCRIPTION
 AA3931
 AA3931'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3931'STATION IS LOCATED 7.05 MILES (11.35 KM) NORTHEAST OF JENKINSVILLE,
 AA3931'7.3 MILES (11.7 KM) WEST SOUTHWEST OF WINNSBORO. OWNERSHIP--ROBERT E.
 AA3931'SANDERS, ROUTE 1, BOX 176, WINNSBORO, SC 29180, PHONE 803-635-1507. TO
 AA3931'REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 213 AND
 AA3931'215, 3.0 MILES (4.8 KM) NORTH OF JENKINSVILLE, GO EAST ON HIGHWAY 213
 AA3931'FOR 3.5 MILES (5.6 KM) TO THE JUNCTION OF STATE ROAD 114 (ANDERSON
 AA3931'QUARRY ROAD), CONTINUE ON HIGHWAY 213 FOR 2.0 MILES (3.2 KM) TO A
 AA3931'GRAVEL DRIVEWAY RIGHT, TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08
 AA3931'KM) TO THE STATION ON THE LEFT NEAR A SMALL BOULDER MARKING THE WEST
 AA3931'CORNER OF THE FRONT YARD OF A TWO STORY MASONITE-SIDED HOUSE, 2.0
 AA3931'MILES (3.2 KM) WEST SOUTHWEST OF THE JUNCTION OF STATE ROAD 54
 AA3931'(JACKSON CREEK ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA3931'AND 1.0 FOOT (0.3 M) ABOVE THE DRIVEWAY, 15.5 FEET (4.7 M) NORTHEAST
 AA3931'OF THE CENTER OF THE DRIVEWAY, 36.5 FEET (11.1 M) WEST NORTHWEST OF
 AA3931'THE WEST CORNER OF THE BRICK FOUNDATION OF THE FRONT PORCH OF THE
 AA3931'HOUSE, 42.3 FEET (12.9 M) EAST OF A POWER POLE WITH A TRANSFORMER AND
 AA3931'GUY WIRE, 6.5 FEET (2.0 M) EAST OF THE CENTER OF A SMALL BOULDER AT
 AA3931'THE CORNER OF THE YARD, 55.0 FEET (16.8 M) NORTH NORTHEAST OF THE EAST
 AA3931'CORNER OF THE A WOOD-SIDED SHED. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3932 ***********************************************************************
 AA3932  DESIGNATION -  20 006
 AA3932  PID         -  AA3932
 AA3932  STATE/COUNTY-  SC/FAIRFIELD
 AA3932  USGS QUAD   -  RION (1969)
 AA3932
 AA3932                         *CURRENT SURVEY CONTROL
 AA3932  ___________________________________________________________________
 AA3932* NAD 83(2001)-  34 21 11.54523(N)    081 11 29.41925(W)     ADJUSTED  
 AA3932* NAVD 88     -       155.234  (meters)     509.30   (feet)  ADJUSTED  
 AA3932  ___________________________________________________________________
 AA3932  X           -     807,214.561 (meters)                     COMP
 AA3932  Y           -  -5,209,180.338 (meters)                     COMP
 AA3932  Z           -   3,578,930.637 (meters)                     COMP
 AA3932  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AA3932  ELLIP HEIGHT-         124.71  (meters)          (03/13/03) GPS OBS
 AA3932  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AA3932  DYNAMIC HT  -         155.081 (meters)     508.79  (feet)  COMP
 AA3932  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 AA3932
 AA3932  HORZ ORDER  -  FIRST
 AA3932  VERT ORDER  -  FIRST     CLASS II
 AA3932  ELLP ORDER  -  FOURTH    CLASS II
 AA3932
 AA3932.The horizontal coordinates were established by GPS observations
 AA3932.and adjusted by the National Geodetic Survey in March 2003..
 AA3932
 AA3932.The orthometric height was determined by differential leveling
 AA3932.and adjusted by the National Geodetic Survey in September 1998..
 AA3932
 AA3932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3932
 AA3932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3932
 AA3932.The ellipsoidal height was determined by GPS observations
 AA3932.and is referenced to NAD 83.
 AA3932
 AA3932.The geoid height was determined by GEOID03.
 AA3932
 AA3932.The dynamic height is computed by dividing the NAVD 88
 AA3932.geopotential number by the normal gravity value computed on the
 AA3932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3932.degrees latitude (g = 980.6199 gals.).
 AA3932
 AA3932.The modeled gravity was interpolated from observed gravity values.
 AA3932
 AA3932;                    North         East     Units Scale Factor Converg.
 AA3932;SPC SC       -   279,464.542   591,983.776   MT  0.99986474   -0 06 22.2
 AA3932;SPC SC       -   916,878.42  1,942,203.99   iFT  0.99986474   -0 06 22.2
 AA3932;UTM  17      - 3,801,336.607   482,388.418   MT  0.99960382   -0 06 29.0
 AA3932
 AA3932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3932!SPC SC       -   0.99998042  x   0.99986474  =   0.99984517
 AA3932!UTM  17      -   0.99998042  x   0.99960382  =   0.99958425
 AA3932
 AA3932                          SUPERSEDED SURVEY CONTROL
 AA3932
 AA3932  NAD 83(1995)-  34 21 11.54527(N)    081 11 29.41919(W) AD(       ) 1
 AA3932  ELLIP H (12/20/99)  124.72   (m)                       GP(       ) 4 1
 AA3932  NAD 83(1986)-  34 21 11.56170(N)    081 11 29.42041(W) AD(       ) 1
 AA3932  NAVD 88 (12/20/95)  155.23   (m)          509.3    (f) LEVELING    3  
 AA3932
 AA3932.Superseded values are not recommended for survey control.
 AA3932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3932.See file dsdata.txt to determine how the superseded data were derived.
 AA3932
 AA3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8238801337(NAD 83)
 AA3932_MARKER: DD = SURVEY DISK
 AA3932_SETTING: 66 = SET IN ROCK OUTCROP
 AA3932_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AA3932_STAMPING: 20 006 1993
 AA3932_MARK LOGO: SCGS  
 AA3932_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3932+STABILITY: POSITION/ELEVATION WELL
 AA3932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3932+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1994
 AA3932
 AA3932  HISTORY     - Date     Condition        Report By
 AA3932  HISTORY     - 1993     MONUMENTED       SCGS
 AA3932  HISTORY     - 19941109 GOOD             SCGS
 AA3932  HISTORY     - 19970618 GOOD             SCGS
 AA3932
 AA3932                          STATION DESCRIPTION
 AA3932
 AA3932'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3932'STATION IS LOCATED 8.0 MILES (12.9 KM) MILES NORTHEAST OF
 AA3932'JENKINSVILLE, 6.3 MILES (10.1 KM) WEST SOUTHWEST OF WINNSBORO.
 AA3932'OWNERSHIP--BILL LEMMON, ROUTE 1, BOX 180 F, WINNSBORO, SC 29180, PHONE
 AA3932'803-635-1033. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AA3932'213, 34 AND U.S. HIGHWAY 321, 2.3 MILES (3.7 KM) SOUTH OF WINNSBORO,
 AA3932'GO WEST ON HIGHWAY 213 FOR 5.5 MILES (8.9 KM) TO THE JUNCTION OF STATE
 AA3932'ROAD 54 (JACKSON CREEK ROAD), CONTINUE ON HIGHWAY 213 FOR 0.85 MILE
 AA3932'(1.37 KM) TO THE STATION ON THE RIGHT IN ROCK OUTCROPPING IN THE FRONT
 AA3932'YARD OF A BRICK HOUSE. STATION IS A DRILL MARK IN ROCK OUTCROPPING
 AA3932'PROJECTING 1.5 FEET (0.5 M) AND 6.5 FEET (2.0 M) ABOVE THE HIGHWAY,
 AA3932'125.0 FEET (38.1 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 84.7
 AA3932'FEET (25.8 M) SOUTH OF THE SOUTHWEST CORNER OF THE GARAGE ATTACHED TO
 AA3932'THE HOUSE, 113.3 FEET (34.5 M) SOUTH SOUTHEAST OF A POWER POLE WITH A
 AA3932'TRANSFORMER AND GUY WIRE, 135.3 FEET (41.2 M) WEST NORTHWEST OF A
 AA3932'POWER POLE WITH TWO GUY WIRES, 205.0 FEET (62.5 M) NORTHEAST OF A
 AA3932'POWER POLE WITH A GUY WIRE. DESCRIBED BY C.E. GEOGHEGAN.
 AA3932
 AA3932                          STATION RECOVERY (1994)
 AA3932
 AA3932'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA3932'RECOVERED AS DESCRIBED, LEVELING TO HARN STATIONS SC, PHASE II.
 AA3932
 AA3932                          STATION RECOVERY (1997)
 AA3932
 AA3932'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AA3932'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3934 ***********************************************************************
 AA3934  DESIGNATION -  20 007
 AA3934  PID         -  AA3934
 AA3934  STATE/COUNTY-  SC/FAIRFIELD
 AA3934  USGS QUAD   -  RION (1969)
 AA3934
 AA3934                         *CURRENT SURVEY CONTROL
 AA3934  ___________________________________________________________________
 AA3934* NAD 83(1986)-  34 21 36.     (N)    081 09 33.     (W)     SCALED    
 AA3934* NAVD 88     -       166.575  (meters)     546.50   (feet)  ADJUSTED  
 AA3934  ___________________________________________________________________
 AA3934  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AA3934  DYNAMIC HT  -         166.410 (meters)     545.96  (feet)  COMP
 AA3934  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 AA3934
 AA3934  VERT ORDER  -  FIRST     CLASS II
 AA3934
 AA3934.The horizontal coordinates were scaled from a topographic map and have
 AA3934.an estimated accuracy of +/- 6 seconds.
 AA3934
 AA3934.The orthometric height was determined by differential leveling
 AA3934.and adjusted by the National Geodetic Survey in September 1998..
 AA3934
 AA3934.The geoid height was determined by GEOID03.
 AA3934
 AA3934.The dynamic height is computed by dividing the NAVD 88
 AA3934.geopotential number by the normal gravity value computed on the
 AA3934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3934.degrees latitude (g = 980.6199 gals.).
 AA3934
 AA3934.The modeled gravity was interpolated from observed gravity values.
 AA3934
 AA3934;                    North         East    Units  Estimated Accuracy
 AA3934;SPC SC       -   280,210.      594,960.      MT  (+/- 180 meters Scaled)
 AA3934
 AA3934                          SUPERSEDED SURVEY CONTROL
 AA3934
 AA3934.No superseded survey control is available for this station.
 AA3934
 AA3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU853020(NAD 83)
 AA3934_MARKER: DD = SURVEY DISK
 AA3934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3934_STAMPING: 20 007 1993
 AA3934_MARK LOGO: SCGS  
 AA3934_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3934+STABILITY: SURFACE MOTION
 AA3934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3934+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3934
 AA3934  HISTORY     - Date     Condition        Report By
 AA3934  HISTORY     - 1993     MONUMENTED       SCGS
 AA3934
 AA3934                          STATION DESCRIPTION
 AA3934
 AA3934'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3934'STATION IS LOCATED 4.3 MILES (6.9 KM) WEST SOUTHWEST OF WINNSBORO.
 AA3934'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3934'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3934'OF STATE HIGHWAYS 213, 34 AND U.S. HIGHWAY 321, 2.3 MILES (3.7 KM)
 AA3934'SOUTH OF WINNSBORO, GO WEST ON HIGHWAY 213 FOR 2.05 MILES (3.30 KM) TO
 AA3934'THE JUNCTION OF STATE ROAD 70 (RESERVOIR ROAD), CONTINUE ON HIGHWAY
 AA3934'213 FOR 2.4 MILES (3.9 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 AA3934'POLE IN THE NORTHEAST ANGLE OF A DIRT ROAD RIGHT (FAIRVIEW CHURCH
 AA3934'ROAD), 0.7 MILE (1.1 KM) EAST OF THE JUNCTION OF STATE ROAD 61
 AA3934'(KINCAID BRIDGE ROAD). STATION IS A CONCRETE POST FLUSH WITH THE
 AA3934'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 102.3 FEET (31.2 M) NORTH
 AA3934'NORTHEAST OF THE CENTER OF THE HIGHWAY, 38.0 FEET (11.6 M) EAST
 AA3934'SOUTHEAST OF THE CENTER OF THE ROAD, 8.9 FEET (2.7 M) WEST NORTHWEST
 AA3934'OF THE POWER POLE 25T WITH A GUY WIRE, 80.0 FEET (24.4 M) NORTH
 AA3934'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE WINGWALL AT THE NORTH
 AA3934'END OF A 1.6-FOOT PIPE CULVERT BENEATH THE HIGHWAY, 20.0 FEET (6.1 M)
 AA3934'EAST OF A 1.1-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED,
 AA3934'21.8 FEET (6.6 M) SOUTHWEST OF A WITNESS POST AT THE GUY WIRE ANCHOR.
 AA3934'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3935 ***********************************************************************
 AA3935  DESIGNATION -  20 008
 AA3935  PID         -  AA3935
 AA3935  STATE/COUNTY-  SC/FAIRFIELD
 AA3935  USGS QUAD   -  RION (1969)
 AA3935
 AA3935                         *CURRENT SURVEY CONTROL
 AA3935  ___________________________________________________________________
 AA3935* NAD 83(2001)-  34 21 16.17601(N)    081 08 30.69517(W)     ADJUSTED  
 AA3935* NAVD 88     -       167.200  (meters)     548.56   (feet)  ADJUSTED  
 AA3935  ___________________________________________________________________
 AA3935  X           -     811,717.024 (meters)                     COMP
 AA3935  Y           -  -5,208,409.150 (meters)                     COMP
 AA3935  Z           -   3,579,055.196 (meters)                     COMP
 AA3935  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AA3935  ELLIP HEIGHT-         136.68  (meters)          (03/13/03) GPS OBS
 AA3935  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AA3935  DYNAMIC HT  -         167.034 (meters)     548.01  (feet)  COMP
 AA3935  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 AA3935
 AA3935  HORZ ORDER  -  FIRST
 AA3935  VERT ORDER  -  FIRST     CLASS II
 AA3935  ELLP ORDER  -  FOURTH    CLASS II
 AA3935
 AA3935.The horizontal coordinates were established by GPS observations
 AA3935.and adjusted by the National Geodetic Survey in March 2003..
 AA3935
 AA3935.The orthometric height was determined by differential leveling
 AA3935.and adjusted by the National Geodetic Survey in September 1998..
 AA3935
 AA3935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3935
 AA3935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3935
 AA3935.The ellipsoidal height was determined by GPS observations
 AA3935.and is referenced to NAD 83.
 AA3935
 AA3935.The geoid height was determined by GEOID03.
 AA3935
 AA3935.The dynamic height is computed by dividing the NAVD 88
 AA3935.geopotential number by the normal gravity value computed on the
 AA3935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3935.degrees latitude (g = 980.6199 gals.).
 AA3935
 AA3935.The modeled gravity was interpolated from observed gravity values.
 AA3935
 AA3935;                    North         East     Units Scale Factor Converg.
 AA3935;SPC SC       -   279,599.848   596,550.773   MT  0.99986500   -0 04 43.1
 AA3935;SPC SC       -   917,322.34  1,957,187.58   iFT  0.99986500   -0 04 43.1
 AA3935;UTM  17      - 3,801,471.746   486,954.223   MT  0.99960210   -0 04 48.2
 AA3935
 AA3935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3935!SPC SC       -   0.99997854  x   0.99986500  =   0.99984355
 AA3935!UTM  17      -   0.99997854  x   0.99960210  =   0.99958065
 AA3935
 AA3935                          SUPERSEDED SURVEY CONTROL
 AA3935
 AA3935  NAD 83(1995)-  34 21 16.17606(N)    081 08 30.69510(W) AD(       ) 1
 AA3935  ELLIP H (12/20/99)  136.68   (m)                       GP(       ) 4 1
 AA3935  NAD 83(1986)-  34 21 16.19251(N)    081 08 30.69634(W) AD(       ) 1
 AA3935  NAVD 88 (12/20/95)  167.20   (m)          548.6    (f) LEVELING    3  
 AA3935
 AA3935.Superseded values are not recommended for survey control.
 AA3935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3935.See file dsdata.txt to determine how the superseded data were derived.
 AA3935
 AA3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8695401472(NAD 83)
 AA3935_MARKER: DD = SURVEY DISK
 AA3935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3935_SP_SET: CONCRETE POST
 AA3935_STAMPING: 20 008 1993
 AA3935_MARK LOGO: SCGS  
 AA3935_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3935+STABILITY: SURFACE MOTION
 AA3935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3935+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1994
 AA3935
 AA3935  HISTORY     - Date     Condition        Report By
 AA3935  HISTORY     - 1993     MONUMENTED       SCGS
 AA3935  HISTORY     - 19941109 GOOD             SCGS
 AA3935  HISTORY     - 19970618 GOOD             SCGS
 AA3935
 AA3935                          STATION DESCRIPTION
 AA3935
 AA3935'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3935'STATION IS LOCATED 3.5 MILES (5.6 KM) SOUTHWEST OF WINNSBORO.
 AA3935'OWNERSHIP--SANTEE COOPER. TO REACH THE STATION FROM THE JUNCTION OF
 AA3935'STATE HIGHWAYS 213, 34 AND U.S. HIGHWAY 321, 2.3 MILES (3.7 KM) SOUTH
 AA3935'OF WINNSBORO, GO WEST ON HIGHWAY 213 FOR 2.05 MILES (3.30 KM) TO THE
 AA3935'JUNCTION OF STATE ROAD 70 (RESERVOIR ROAD), CONTINUE ON HIGHWAY 213
 AA3935'FOR 1.35 MILES (2.17 KM) TO A GRAVEL DRIVEWAY LEFT LEADING TO AN
 AA3935'ELECTRICAL SUBSTATION, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08
 AA3935'KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN A MOWED AREA.
 AA3935'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.5 FEET (1.4 M)
 AA3935'ABOVE THE GROUND AT THE SUBSTATION. 94.1 FEET (28.7 M) NORTH OF A
 AA3935'CHAIN LINK FENCE, 138.6 FEET (42.2 M) EAST OF A POWER POLE LABELED
 AA3935'CHAPIN-WINNSBORO WITH EIGHT GUY WIRES, 203.5 FEET (62.0 M) SOUTHWEST
 AA3935'OF THE CENTER OF THE HIGHWAY, 206.1 FEET (62.8 M) EAST OF THE CENTER
 AA3935'OF A DRIVEWAY, 10.0 FEET (3.0 M) SOUTH OF THE POWER POLE NUMBER 1 WITH
 AA3935'EIGHT GUY WIRES AND LABELED WINNSBORO-GREAT FALLS, 96.3 FEET (29.4 M)
 AA3935'SOUTH SOUTHEAST OF A POWER POLE LABELED WINNSBORO-CHESTER WITH EIGHT
 AA3935'GUY WIRES, 19.6 FEET (6.0 M) EAST NORTHEAST OF A WITNESS POST.
 AA3935'DESCRIBED BY C.E. GEOGHEGAN.
 AA3935
 AA3935                          STATION RECOVERY (1994)
 AA3935
 AA3935'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA3935'RECOVERED AS DESCRIBED, LEVELING TO HARN STATIONS, SC, PHASE II.
 AA3935
 AA3935                          STATION RECOVERY (1997)
 AA3935
 AA3935'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AA3935'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3937 ***********************************************************************
 AA3937  DESIGNATION -  20 009
 AA3937  PID         -  AA3937
 AA3937  STATE/COUNTY-  SC/FAIRFIELD
 AA3937  USGS QUAD   -  RION (1969)
 AA3937
 AA3937                         *CURRENT SURVEY CONTROL
 AA3937  ___________________________________________________________________
 AA3937* NAD 83(1986)-  34 20 43.     (N)    081 07 42.     (W)     SCALED    
 AA3937* NAVD 88     -       162.308  (meters)     532.51   (feet)  ADJUSTED  
 AA3937  ___________________________________________________________________
 AA3937  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AA3937  DYNAMIC HT  -         162.147 (meters)     531.98  (feet)  COMP
 AA3937  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 AA3937
 AA3937  VERT ORDER  -  FIRST     CLASS II
 AA3937
 AA3937.The horizontal coordinates were scaled from a topographic map and have
 AA3937.an estimated accuracy of +/- 6 seconds.
 AA3937
 AA3937.The orthometric height was determined by differential leveling
 AA3937.and adjusted by the National Geodetic Survey in September 1998..
 AA3937
 AA3937.The geoid height was determined by GEOID03.
 AA3937
 AA3937.The dynamic height is computed by dividing the NAVD 88
 AA3937.geopotential number by the normal gravity value computed on the
 AA3937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3937.degrees latitude (g = 980.6199 gals.).
 AA3937
 AA3937.The modeled gravity was interpolated from observed gravity values.
 AA3937
 AA3937;                    North         East    Units  Estimated Accuracy
 AA3937;SPC SC       -   278,580.      597,790.      MT  (+/- 180 meters Scaled)
 AA3937
 AA3937                          SUPERSEDED SURVEY CONTROL
 AA3937
 AA3937.No superseded survey control is available for this station.
 AA3937
 AA3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU881004(NAD 83)
 AA3937_MARKER: DD = SURVEY DISK
 AA3937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3937_STAMPING: 20 009 1993
 AA3937_MARK LOGO: SCGS  
 AA3937_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3937+STABILITY: SURFACE MOTION
 AA3937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3937+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3937
 AA3937  HISTORY     - Date     Condition        Report By
 AA3937  HISTORY     - 1993     MONUMENTED       SCGS
 AA3937
 AA3937                          STATION DESCRIPTION
 AA3937
 AA3937'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3937'STATION IS LOCATED 3.4 MILES (5.5 KM) SOUTHWEST OF WINNSBORO.
 AA3937'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3937'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3937'OF STATE HIGHWAYS 213, 34 AND U.S. HIGHWAY 321, 2.3 MILES (3.7 KM)
 AA3937'SOUTH OF WINNSBORO, GO WEST ON HIGHWAY 213 FOR 2.05 MILES (3.30 KM) TO
 AA3937'THE JUNCTION OF STATE ROAD 70 (RESERVOIR ROAD), CONTINUE ON HIGHWAY
 AA3937'213 FOR 0.25 MILE (0.40 KM) TO A GRAVEL DRIVEWAY LEFT LEADING TO
 AA3937'SHILOH CEMETERY, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO
 AA3937'THE STATION ON THE RIGHT NEAR A 0.7-FOOT CEDAR TREE WITH A SCGS
 AA3937'REFERENCE WASHER ATTACHED. STATION IS A CONCRETE POST FLUSH WITH THE
 AA3937'GROUND AND 3.0 FEET (0.9 M) ABOVE THE DRIVEWAY, 24.5 FEET (7.5 M)
 AA3937'NORTH NORTHWEST OF THE CENTER OF THE DRIVEWAY, 137.7 FEET (42.0 M)
 AA3937'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 13.6 FEET (4.1 M) NORTHEAST OF
 AA3937'THE 0.7-FOOT CEDAR TREE, 26.2 FEET (8.0 M) NORTH NORTHEAST OF THE
 AA3937'NORTHWEST GATE POST OF A PIPE GATE AT THE CEMETERY ENTRANCE, 35.5 FEET
 AA3937'(10.8 M) NORTH NORTHWEST OF A TALL POST (SAWED-OFF UTILITY POLE) WITH
 AA3937'A SCGS REFERENCE WASHER ATTACHED, 1.4 FEET (0.4 M) EAST NORTHEAST OF
 AA3937'WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3938 ***********************************************************************
 AA3938  DESIGNATION -  20 010
 AA3938  PID         -  AA3938
 AA3938  STATE/COUNTY-  SC/FAIRFIELD
 AA3938  USGS QUAD   -  WINNSBORO MILLS (1969)
 AA3938
 AA3938                         *CURRENT SURVEY CONTROL
 AA3938  ___________________________________________________________________
 AA3938* NAD 83(1986)-  34 20 48.     (N)    081 06 51.     (W)     SCALED    
 AA3938* NAVD 88     -       161.908  (meters)     531.19   (feet)  ADJUSTED  
 AA3938  ___________________________________________________________________
 AA3938  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AA3938  DYNAMIC HT  -         161.748 (meters)     530.67  (feet)  COMP
 AA3938  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 AA3938
 AA3938  VERT ORDER  -  FIRST     CLASS II
 AA3938
 AA3938.The horizontal coordinates were scaled from a topographic map and have
 AA3938.an estimated accuracy of +/- 6 seconds.
 AA3938
 AA3938.The orthometric height was determined by differential leveling
 AA3938.and adjusted by the National Geodetic Survey in September 1998..
 AA3938
 AA3938.The geoid height was determined by GEOID03.
 AA3938
 AA3938.The dynamic height is computed by dividing the NAVD 88
 AA3938.geopotential number by the normal gravity value computed on the
 AA3938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3938.degrees latitude (g = 980.6199 gals.).
 AA3938
 AA3938.The modeled gravity was interpolated from observed gravity values.
 AA3938
 AA3938;                    North         East    Units  Estimated Accuracy
 AA3938;SPC SC       -   278,730.      599,100.      MT  (+/- 180 meters Scaled)
 AA3938
 AA3938                          SUPERSEDED SURVEY CONTROL
 AA3938
 AA3938.No superseded survey control is available for this station.
 AA3938
 AA3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU895006(NAD 83)
 AA3938_MARKER: DD = SURVEY DISK
 AA3938_SETTING: 66 = SET IN ROCK OUTCROP
 AA3938_STAMPING: 20 010 1993
 AA3938_MARK LOGO: SCGS  
 AA3938_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3938+STABILITY: POSITION/ELEVATION WELL
 AA3938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3938+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3938
 AA3938  HISTORY     - Date     Condition        Report By
 AA3938  HISTORY     - 1993     MONUMENTED       SCGS
 AA3938
 AA3938                          STATION DESCRIPTION
 AA3938
 AA3938'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3938'STATION IS LOCATED 2.7 MILES (4.3 KM) SOUTHWEST OF WINNSBORO.
 AA3938'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3938'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3938'OF STATE HIGHWAYS 213, 34 AND U.S. HIGHWAY 321, 2.3 MILES (3.7 KM)
 AA3938'SOUTH OF WINNSBORO, GO WEST ON HIGHWAY 213 FOR 1.5 MILES (2.4 KM) TO
 AA3938'THE JUNCTION OF STATE ROAD 479 (SANDY LANE) AND THE STATION IN A ROCK
 AA3938'OUTCROPPING IN THE NORTHWEST ANGLE OF THE JUNCTION. STATION IS A DRILL
 AA3938'MARK IN ROCK OUTCROPPING PROJECTING 2.0 FEET (0.6 M) AND 2.5 FEET (0.8
 AA3938'M) ABOVE THE ROAD, 82.3 FEET (25.1 M) NORTH OF THE CENTER OF THE
 AA3938'HIGHWAY, 28.5 FEET (8.7 M) WEST NORTHWEST OF THE CENTER OF THE ROAD,
 AA3938'63.3 FEET (19.3 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AA3938'VINYL-SIDED HOUSE, 68.0 FEET (20.7 M) WEST OF THE SOUTHWEST CORNER OF
 AA3938'A CONCRETE BLOCK BUILDING. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3939 ***********************************************************************
 AA3939  DESIGNATION -  20 011
 AA3939  PID         -  AA3939
 AA3939  STATE/COUNTY-  SC/FAIRFIELD
 AA3939  USGS QUAD   -  WINNSBORO MILLS (1969)
 AA3939
 AA3939                         *CURRENT SURVEY CONTROL
 AA3939  ___________________________________________________________________
 AA3939* NAD 83(1986)-  34 20 43.     (N)    081 05 40.     (W)     SCALED    
 AA3939* NAVD 88     -       176.579  (meters)     579.33   (feet)  ADJUSTED  
 AA3939  ___________________________________________________________________
 AA3939  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AA3939  DYNAMIC HT  -         176.404 (meters)     578.75  (feet)  COMP
 AA3939  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 AA3939
 AA3939  VERT ORDER  -  FIRST     CLASS II
 AA3939
 AA3939.The horizontal coordinates were scaled from a topographic map and have
 AA3939.an estimated accuracy of +/- 6 seconds.
 AA3939
 AA3939.The orthometric height was determined by differential leveling
 AA3939.and adjusted by the National Geodetic Survey in September 1998..
 AA3939
 AA3939.The geoid height was determined by GEOID03.
 AA3939
 AA3939.The dynamic height is computed by dividing the NAVD 88
 AA3939.geopotential number by the normal gravity value computed on the
 AA3939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3939.degrees latitude (g = 980.6199 gals.).
 AA3939
 AA3939.The modeled gravity was interpolated from observed gravity values.
 AA3939
 AA3939;                    North         East    Units  Estimated Accuracy
 AA3939;SPC SC       -   278,570.      600,910.      MT  (+/- 180 meters Scaled)
 AA3939
 AA3939                          SUPERSEDED SURVEY CONTROL
 AA3939
 AA3939.No superseded survey control is available for this station.
 AA3939
 AA3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU913004(NAD 83)
 AA3939_MARKER: DD = SURVEY DISK
 AA3939_SETTING: 66 = SET IN ROCK OUTCROP
 AA3939_STAMPING: 20 011 1993
 AA3939_MARK LOGO: SCGS  
 AA3939_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3939+STABILITY: POSITION/ELEVATION WELL
 AA3939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3939+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3939
 AA3939  HISTORY     - Date     Condition        Report By
 AA3939  HISTORY     - 1993     MONUMENTED       SCGS
 AA3939
 AA3939                          STATION DESCRIPTION
 AA3939
 AA3939'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3939'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTH SOUTHWEST OF WINNSBORO.
 AA3939'OWNERSHIP--MARTHA LADD, ROUTE 5, BOX 4305, WINNSBORO, SC 29180, PHONE
 AA3939'803-635-6362. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AA3939'213, 34 AND U.S. HIGHWAY 321, 2.3 MILES (3.7 KM) SOUTH OF WINNSBORO,
 AA3939'GO WEST ON HIGHWAY 213 FOR 0.4 MILE (0.6 KM) TO A GRAVEL DRIVEWAY LEFT
 AA3939'LEADING TO A MOBILE HOME AND A LARGE BARN, TURN LEFT ON THE DRIVEWAY
 AA3939'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT IN A RECESSION IN
 AA3939'A LARGE 5.0-FOOT HIGH ROCK OUTCROPPING. STATION IS A DRILL MARK IN
 AA3939'ROCK OUTCROPPING RECESSED 0.3 FOOT (9.1 CM) AND 3.5 FEET (1.1 M) ABOVE
 AA3939'THE DRIVEWAY, 190.3 FEET (58.0 M) SOUTH OF THE CENTER OF THE HIGHWAY,
 AA3939'37.9 FEET (11.6 M) WEST SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 56.9
 AA3939'FEET (17.3 M) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND THREE
 AA3939'GUY WIRES, 4.7 FEET (1.4 M) NORTHWEST OF THE APEX OF THE OUTCROPPING,
 AA3939'15.5 FEET (4.7 M) EAST OF A WITNESS POST IN A FENCE LINE. DESCRIBED BY
 AA3939'C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3940 ***********************************************************************
 AA3940  DESIGNATION -  20 012
 AA3940  PID         -  AA3940
 AA3940  STATE/COUNTY-  SC/FAIRFIELD
 AA3940  USGS QUAD   -  WINNSBORO MILLS (1969)
 AA3940
 AA3940                         *CURRENT SURVEY CONTROL
 AA3940  ___________________________________________________________________
 AA3940* NAD 83(1986)-  34 21 01.     (N)    081 05 09.     (W)     SCALED    
 AA3940* NAVD 88     -       176.970  (meters)     580.61   (feet)  ADJUSTED  
 AA3940  ___________________________________________________________________
 AA3940  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AA3940  DYNAMIC HT  -         176.795 (meters)     580.03  (feet)  COMP
 AA3940  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 AA3940
 AA3940  VERT ORDER  -  FIRST     CLASS II
 AA3940
 AA3940.The horizontal coordinates were scaled from a topographic map and have
 AA3940.an estimated accuracy of +/- 6 seconds.
 AA3940
 AA3940.The orthometric height was determined by differential leveling
 AA3940.and adjusted by the National Geodetic Survey in September 1998..
 AA3940
 AA3940.The geoid height was determined by GEOID03.
 AA3940
 AA3940.The dynamic height is computed by dividing the NAVD 88
 AA3940.geopotential number by the normal gravity value computed on the
 AA3940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3940.degrees latitude (g = 980.6199 gals.).
 AA3940
 AA3940.The modeled gravity was interpolated from observed gravity values.
 AA3940
 AA3940;                    North         East    Units  Estimated Accuracy
 AA3940;SPC SC       -   279,130.      601,700.      MT  (+/- 180 meters Scaled)
 AA3940
 AA3940                          SUPERSEDED SURVEY CONTROL
 AA3940
 AA3940.No superseded survey control is available for this station.
 AA3940
 AA3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU921009(NAD 83)
 AA3940_MARKER: DD = SURVEY DISK
 AA3940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3940_STAMPING: 20 012 1993
 AA3940_MARK LOGO: SCGS  
 AA3940_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3940+STABILITY: SURFACE MOTION
 AA3940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3940+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3940
 AA3940  HISTORY     - Date     Condition        Report By
 AA3940  HISTORY     - 1993     MONUMENTED       SCGS
 AA3940
 AA3940                          STATION DESCRIPTION
 AA3940
 AA3940'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3940'STATION IS LOCATED 2.1 MILES (3.4 KM) SOUTH OF WINNSBORO.
 AA3940'OWNERSHIP--H.G. PHILLIPS, JR., P.O. BOX 541, WINNSBORO, SC 29180,
 AA3940'PHONE 803-635-4601. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA3940'HIGHWAYS 213, 34 AND U.S. HIGHWAY 321 BUSINESS, 2.3 MILES (3.7 KM)
 AA3940'SOUTH OF WINNSBORO, GO NORTH NORTHEAST ON HIGHWAY 321 BUSINESS FOR 0.2
 AA3940'MILE (0.3 KM) TO THE STATION ON THE RIGHT BETWEEN A GRANITE BLOCK
 AA3940'HOUSE (DENTISTS OFFICE) AND A LARGE COMMERCIAL BUILDING WITH A BRICK
 AA3940'FRONT OFFICE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA3940'LEVEL WITH THE HIGHWAY, 82.8 FEET (25.2 M) EAST SOUTHEAST OF THE
 AA3940'NORTHWEST CORNER OF A SINGLE STORY GRANITE BUILDING, 61.3 FEET (18.7
 AA3940'M) WEST NORTHWEST OF A POWER POLE 642 DC WITH TWO TRANSFORMERS, TWO
 AA3940'GUY WIRES AND A SECURITY LIGHT, 48.7 FEET (14.8 M) SOUTH SOUTHWEST OF
 AA3940'THE SOUTHWEST CORNER OF THE BRICK OFFICE, 49.3 FEET (15.0 M) EAST
 AA3940'SOUTHEAST OF A POWER POLE NUMBER 640 WITH A SECURITY LIGHT. DESCRIBED
 AA3940'BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3941 ***********************************************************************
 AA3941  DESIGNATION -  20 013
 AA3941  PID         -  AA3941
 AA3941  STATE/COUNTY-  SC/FAIRFIELD
 AA3941  USGS QUAD   -  WINNSBORO MILLS (1969)
 AA3941
 AA3941                         *CURRENT SURVEY CONTROL
 AA3941  ___________________________________________________________________
 AA3941* NAD 83(1986)-  34 21 31.     (N)    081 05 15.     (W)     SCALED    
 AA3941* NAVD 88     -       178.621  (meters)     586.03   (feet)  ADJUSTED  
 AA3941  ___________________________________________________________________
 AA3941  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AA3941  DYNAMIC HT  -         178.445 (meters)     585.45  (feet)  COMP
 AA3941  MODELED GRAV-     979,645.7   (mgal)                       NAVD 88
 AA3941
 AA3941  VERT ORDER  -  FIRST     CLASS II
 AA3941
 AA3941.The horizontal coordinates were scaled from a topographic map and have
 AA3941.an estimated accuracy of +/- 6 seconds.
 AA3941
 AA3941.The orthometric height was determined by differential leveling
 AA3941.and adjusted by the National Geodetic Survey in September 1998..
 AA3941
 AA3941.The geoid height was determined by GEOID03.
 AA3941
 AA3941.The dynamic height is computed by dividing the NAVD 88
 AA3941.geopotential number by the normal gravity value computed on the
 AA3941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3941.degrees latitude (g = 980.6199 gals.).
 AA3941
 AA3941.The modeled gravity was interpolated from observed gravity values.
 AA3941
 AA3941;                    North         East    Units  Estimated Accuracy
 AA3941;SPC SC       -   280,050.      601,550.      MT  (+/- 180 meters Scaled)
 AA3941
 AA3941                          SUPERSEDED SURVEY CONTROL
 AA3941
 AA3941.No superseded survey control is available for this station.
 AA3941
 AA3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU919019(NAD 83)
 AA3941_MARKER: DD = SURVEY DISK
 AA3941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3941_STAMPING: 20 013 1993
 AA3941_MARK LOGO: SCGS  
 AA3941_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3941+STABILITY: SURFACE MOTION
 AA3941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3941+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3941
 AA3941  HISTORY     - Date     Condition        Report By
 AA3941  HISTORY     - 1993     MONUMENTED       SCGS
 AA3941
 AA3941                          STATION DESCRIPTION
 AA3941
 AA3941'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3941'STATION IS LOCATED 1.5 MILES (2.4 KM) SOUTH OF WINNSBORO.
 AA3941'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3941'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3941'OF STATE HIGHWAYS 213, 34 AND U.S. HIGHWAY 321 BUSINESS, 2.3 MILES
 AA3941'(3.7 KM) SOUTH OF WINNSBORO, GO NORTH NORTHEAST ON HIGHWAY 321
 AA3941'BUSINESS FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF STATE ROAD 185
 AA3941'(NINTH STREET), TURN LEFT ON ROAD 185 FOR 0.05 MILE (0.08 KM) TO THE
 AA3941'JUNCTION OF STATE ROAD 189 (OAK STREET) AND THE STATION NEAR A CHAIN
 AA3941'LINK FENCE SURROUNDING A SHINGLE-SIDE DUPLEX IN THE NORTHWEST ANGLE OF
 AA3941'THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA3941'LEVEL WITH THE ROAD, 84.4 FEET (25.7 M) WEST SOUTHWEST OF THE
 AA3941'SOUTHWEST CORNER OF A VINYL-SIDED HOUSE IN THE NORTHEAST ANGLE OF THE
 AA3941'JUNCTION, 29.9 FEET (9.1 M) NORTH OF THE CENTER OF THE ROAD, 6.2 FEET
 AA3941'(1.9 M) WEST NORTHWEST OF THE EAST EDGE OF THE WEST CURB OF ROAD 189,
 AA3941'13.6 FEET (4.1 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE, 39.4
 AA3941'FEET (12.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN PART OF
 AA3941'THE DUPLEX, 36.9 FEET (11.2 M) WEST NORTHWEST OF A FIRE HYDRANT, 8.9
 AA3941'FEET (2.7 M) NORTH OF A WITNESS POST AT A STOP SIGN. DESCRIBED BY C.E.
 AA3941'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3942 ***********************************************************************
 AA3942  DESIGNATION -  20 014
 AA3942  PID         -  AA3942
 AA3942  STATE/COUNTY-  SC/FAIRFIELD
 AA3942  USGS QUAD   -  WINNSBORO MILLS (1969)
 AA3942
 AA3942                         *CURRENT SURVEY CONTROL
 AA3942  ___________________________________________________________________
 AA3942* NAD 83(1986)-  34 21 51.     (N)    081 05 09.     (W)     SCALED    
 AA3942* NAVD 88     -       165.848  (meters)     544.12   (feet)  ADJUSTED  
 AA3942  ___________________________________________________________________
 AA3942  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3942  DYNAMIC HT  -         165.685 (meters)     543.58  (feet)  COMP
 AA3942  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 AA3942
 AA3942  VERT ORDER  -  FIRST     CLASS II
 AA3942
 AA3942.The horizontal coordinates were scaled from a topographic map and have
 AA3942.an estimated accuracy of +/- 6 seconds.
 AA3942
 AA3942.The orthometric height was determined by differential leveling
 AA3942.and adjusted by the National Geodetic Survey in September 1998..
 AA3942
 AA3942.The geoid height was determined by GEOID03.
 AA3942
 AA3942.The dynamic height is computed by dividing the NAVD 88
 AA3942.geopotential number by the normal gravity value computed on the
 AA3942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3942.degrees latitude (g = 980.6199 gals.).
 AA3942
 AA3942.The modeled gravity was interpolated from observed gravity values.
 AA3942
 AA3942;                    North         East    Units  Estimated Accuracy
 AA3942;SPC SC       -   280,670.      601,710.      MT  (+/- 180 meters Scaled)
 AA3942
 AA3942                          SUPERSEDED SURVEY CONTROL
 AA3942
 AA3942.No superseded survey control is available for this station.
 AA3942
 AA3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU921025(NAD 83)
 AA3942_MARKER: DD = SURVEY DISK
 AA3942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3942_STAMPING: 20 014 1993
 AA3942_MARK LOGO: SCGS  
 AA3942_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3942+STABILITY: SURFACE MOTION
 AA3942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3942+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3942
 AA3942  HISTORY     - Date     Condition        Report By
 AA3942  HISTORY     - 1993     MONUMENTED       SCGS
 AA3942
 AA3942                          STATION DESCRIPTION
 AA3942
 AA3942'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3942'STATION IS LOCATED 1.1 MILES (1.8 KM) SOUTH OF WINNSBORO.
 AA3942'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3942'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3942'OF STATE HIGHWAYS 213, 34 AND U.S. HIGHWAY 321 BUSINESS, 2.3 MILES
 AA3942'(3.7 KM) SOUTH OF WINNSBORO, GO NORTH NORTHEAST ON HIGHWAY 321
 AA3942'BUSINESS FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 181
 AA3942'(FOURTH STREET), TURN LEFT ON ROAD 181 FOR 0.05 MILE (0.08 KM) TO THE
 AA3942'JUNCTION OF STATE ROAD 189 (OAK STREET) AND THE STATION NEAR A FIRE
 AA3942'HYDRANT IN THE SOUTHEAST ANGLE OF THE JUNCTION. STATION IS A CONCRETE
 AA3942'POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD 189, 9.1 FEET (2.8 M)
 AA3942'SOUTH SOUTHWEST OF THE NORTH EDGE OF THE CURB OF THE ROAD, 28.4 FEET
 AA3942'(8.7 M) EAST SOUTHEAST OF THE CENTER OF ROAD 189, 2.9 FEET (0.9 M)
 AA3942'SOUTH SOUTHWEST OF THE FIRE HYDRANT, 39.4 FEET (12.0 M) NORTH
 AA3942'NORTHWEST OF THE NORTHWEST CORNER OF A VINYL-SIDED HOUSE, 15.1 FEET
 AA3942'(4.6 M) EAST NORTHEAST OF A POWER POLE NUMBER 333238 WITH A STREET
 AA3942'LIGHT, 16.1 FEET (4.9 M) EAST NORTHEAST OF A WITNESS POST AT A STOP
 AA3942'SIGN POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3943 ***********************************************************************
 AA3943  DESIGNATION -  20 015
 AA3943  PID         -  AA3943
 AA3943  STATE/COUNTY-  SC/FAIRFIELD
 AA3943  USGS QUAD   -  WINNSBORO MILLS (1969)
 AA3943
 AA3943                         *CURRENT SURVEY CONTROL
 AA3943  ___________________________________________________________________
 AA3943* NAD 83(1986)-  34 22 16.     (N)    081 05 05.     (W)     SCALED    
 AA3943* NAVD 88     -       161.800  (meters)     530.84   (feet)  ADJUSTED  
 AA3943  ___________________________________________________________________
 AA3943  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3943  DYNAMIC HT  -         161.640 (meters)     530.31  (feet)  COMP
 AA3943  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 AA3943
 AA3943  VERT ORDER  -  FIRST     CLASS II
 AA3943
 AA3943.The horizontal coordinates were scaled from a topographic map and have
 AA3943.an estimated accuracy of +/- 6 seconds.
 AA3943
 AA3943.The orthometric height was determined by differential leveling
 AA3943.and adjusted by the National Geodetic Survey in September 1998..
 AA3943
 AA3943.The geoid height was determined by GEOID03.
 AA3943
 AA3943.The dynamic height is computed by dividing the NAVD 88
 AA3943.geopotential number by the normal gravity value computed on the
 AA3943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3943.degrees latitude (g = 980.6199 gals.).
 AA3943
 AA3943.The modeled gravity was interpolated from observed gravity values.
 AA3943
 AA3943;                    North         East    Units  Estimated Accuracy
 AA3943;SPC SC       -   281,440.      601,810.      MT  (+/- 180 meters Scaled)
 AA3943
 AA3943                          SUPERSEDED SURVEY CONTROL
 AA3943
 AA3943.No superseded survey control is available for this station.
 AA3943
 AA3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU922033(NAD 83)
 AA3943_MARKER: DD = SURVEY DISK
 AA3943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3943_STAMPING: 20 015 1993
 AA3943_MARK LOGO: SCGS  
 AA3943_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3943+STABILITY: SURFACE MOTION
 AA3943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3943+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3943
 AA3943  HISTORY     - Date     Condition        Report By
 AA3943  HISTORY     - 1993     MONUMENTED       SCGS
 AA3943
 AA3943                          STATION DESCRIPTION
 AA3943
 AA3943'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3943'STATION IS LOCATED IN WINNSBORO. OWNERSHIP--ELAINE WOOD, 130 BUCHANAN
 AA3943'STREET, WINNSBORO, SC 29180, PHONE 803-635-2416. TO REACH THE STATION
 AA3943'FROM THE JUNCTION OF U.S. HIGHWAY 321 BUSINESS AND STATE HIGHWAY 200,
 AA3943'0.9 MILE (1.4 KM) NORTH OF WINNSBORO, GO SOUTH SOUTHEAST ON HIGHWAY
 AA3943'321 BUSINESS FOR 1.55 MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD
 AA3943'170 (BUCHANAN STREET) TURN RIGHT ON ROAD 170 FOR 0.1 MILE (0.2 KM) TO
 AA3943'THE JUNCTION OF STATE ROAD 77 (SOUTH VANDERHORST STREET) AND THE
 AA3943'STATION NEAR THE SOUTHWEST CORNER OF A BRICK HOUSE IN THE NORTHEAST
 AA3943'ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE
 AA3943'GROUND AND 0.5 FOOT (15.2 CM) ABOVE ROAD 77, 28.8 FEET (8.8 M) NORTH
 AA3943'OF THE CENTER OF ROAD 170, 24.7 FEET (7.5 M) EAST OF THE CENTER OF
 AA3943'ROAD 77, 41.0 FEET (12.5 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA3943'THE SUN ROOM OF THE HOUSE, 85.7 FEET (26.1 M) NORTHWEST OF A FIRE
 AA3943'HYDRANT, 73.3 FEET (22.3 M) NORTHEAST OF A POWER POLE NUMBER 3445 WITH
 AA3943'FOUR GUY WIRES AND A STREET LIGHT. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3944 ***********************************************************************
 AA3944  DESIGNATION -  20 016
 AA3944  PID         -  AA3944
 AA3944  STATE/COUNTY-  SC/FAIRFIELD
 AA3944  USGS QUAD   -  WINNSBORO (1969)
 AA3944
 AA3944                         *CURRENT SURVEY CONTROL
 AA3944  ___________________________________________________________________
 AA3944* NAD 83(1986)-  34 22 42.     (N)    081 05 14.     (W)     SCALED    
 AA3944* NAVD 88     -       166.394  (meters)     545.91   (feet)  ADJUSTED  
 AA3944  ___________________________________________________________________
 AA3944  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3944  DYNAMIC HT  -         166.231 (meters)     545.38  (feet)  COMP
 AA3944  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 AA3944
 AA3944  VERT ORDER  -  FIRST     CLASS II
 AA3944
 AA3944.The horizontal coordinates were scaled from a topographic map and have
 AA3944.an estimated accuracy of +/- 6 seconds.
 AA3944
 AA3944.The orthometric height was determined by differential leveling
 AA3944.and adjusted by the National Geodetic Survey in September 1998..
 AA3944
 AA3944.The geoid height was determined by GEOID03.
 AA3944
 AA3944.The dynamic height is computed by dividing the NAVD 88
 AA3944.geopotential number by the normal gravity value computed on the
 AA3944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3944.degrees latitude (g = 980.6199 gals.).
 AA3944
 AA3944.The modeled gravity was interpolated from observed gravity values.
 AA3944
 AA3944;                    North         East    Units  Estimated Accuracy
 AA3944;SPC SC       -   282,240.      601,580.      MT  (+/- 180 meters Scaled)
 AA3944
 AA3944                          SUPERSEDED SURVEY CONTROL
 AA3944
 AA3944.No superseded survey control is available for this station.
 AA3944
 AA3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU919041(NAD 83)
 AA3944_MARKER: DD = SURVEY DISK
 AA3944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3944_STAMPING: 20 016 1993
 AA3944_MARK LOGO: SCGS  
 AA3944_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3944+STABILITY: SURFACE MOTION
 AA3944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3944+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3944
 AA3944  HISTORY     - Date     Condition        Report By
 AA3944  HISTORY     - 1993     MONUMENTED       SCGS
 AA3944
 AA3944                          STATION DESCRIPTION
 AA3944
 AA3944'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3944'STATION IS LOCATED IN WINNSBORO. OWNERSHIP--SCDOT, DIRECTOR OF
 AA3944'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA3944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 321 BUSINESS
 AA3944'AND STATE HIGHWAY 200, 0.9 MILE (1.4 KM) NORTH OF WINNSBORO, GO SOUTH
 AA3944'SOUTHEAST ON HIGHWAY 321 BUSINESS FOR 1.0 MILE (1.6 KM) TO THE
 AA3944'JUNCTION OF STATE ROAD 78 (LIBERTY STREET), TURN RIGHT ON ROAD 78 FOR
 AA3944'0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 77 (SOUTH VANDERHORST
 AA3944'STREET) AND THE STATION NEAR A STOP SIGN IN THE NORTHEAST ANGLE OF THE
 AA3944'JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AA3944'WITH ROAD 78, 2.4 FEET (0.7 M) SOUTH OF THE SOUTH EDGE OF A SIDEWALK,
 AA3944'8.1 FEET (2.5 M) NORTH OF THE SOUTH EDGE OF THE CURB OF ROAD 78, 47.0
 AA3944'FEET (14.3 M) EAST OF THE CENTER OF ROAD 77, 24.8 FEET (7.6 M) SOUTH
 AA3944'OF THE SOUTHWEST CORNER OF A TWO STORY VINYL-SIDED HOUSE, 83.6 FEET
 AA3944'(25.5 M) EAST OF A FIRE HYDRANT, 20.2 FEET (6.2 M) EAST SOUTHEAST OF A
 AA3944'POWER POLE NUMBER 3167, 11.0 FEET (3.4 M) NORTHEAST OF A WITNESS POST
 AA3944'AT A STOP SIGN POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3947 ***********************************************************************
 AA3947  DESIGNATION -  20 017
 AA3947  PID         -  AA3947
 AA3947  STATE/COUNTY-  SC/FAIRFIELD
 AA3947  USGS QUAD   -  WINNSBORO (1969)
 AA3947
 AA3947                         *CURRENT SURVEY CONTROL
 AA3947  ___________________________________________________________________
 AA3947* NAD 83(1986)-  34 23 26.     (N)    081 05 18.     (W)     SCALED    
 AA3947* NAVD 88     -       164.040  (meters)     538.19   (feet)  ADJUSTED  
 AA3947  ___________________________________________________________________
 AA3947  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3947  DYNAMIC HT  -         163.879 (meters)     537.66  (feet)  COMP
 AA3947  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 AA3947
 AA3947  VERT ORDER  -  FIRST     CLASS II
 AA3947
 AA3947.The horizontal coordinates were scaled from a topographic map and have
 AA3947.an estimated accuracy of +/- 6 seconds.
 AA3947
 AA3947.The orthometric height was determined by differential leveling
 AA3947.and adjusted by the National Geodetic Survey in September 1998..
 AA3947
 AA3947.The geoid height was determined by GEOID03.
 AA3947
 AA3947.The dynamic height is computed by dividing the NAVD 88
 AA3947.geopotential number by the normal gravity value computed on the
 AA3947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3947.degrees latitude (g = 980.6199 gals.).
 AA3947
 AA3947.The modeled gravity was interpolated from observed gravity values.
 AA3947
 AA3947;                    North         East    Units  Estimated Accuracy
 AA3947;SPC SC       -   283,590.      601,480.      MT  (+/- 180 meters Scaled)
 AA3947
 AA3947                          SUPERSEDED SURVEY CONTROL
 AA3947
 AA3947.No superseded survey control is available for this station.
 AA3947
 AA3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU918054(NAD 83)
 AA3947_MARKER: DD = SURVEY DISK
 AA3947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3947_STAMPING: 20 017 1993
 AA3947_MARK LOGO: SCGS  
 AA3947_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3947+STABILITY: SURFACE MOTION
 AA3947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3947+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3947
 AA3947  HISTORY     - Date     Condition        Report By
 AA3947  HISTORY     - 1993     MONUMENTED       SCGS
 AA3947
 AA3947                          STATION DESCRIPTION
 AA3947
 AA3947'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3947'STATION IS LOCATED IN WINNSBORO. OWNERSHIP--SCDOT, DIRECTOR OF
 AA3947'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA3947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 321 BUSINESS
 AA3947'AND STATE HIGHWAY 200, 0.9 MILE (1.4 KM) NORTH OF WINNSBORO, GO SOUTH
 AA3947'SOUTHEAST ON HIGHWAY 321 BUSINESS FOR 0.25 MILE (0.40 KM) TO THE
 AA3947'JUNCTION OF STATE ROAD 39 (PEAYS FERRY ROAD), TURN LEFT ON ROAD 39 FOR
 AA3947'0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 57 (EAST HIGH
 AA3947'STREET) AND THE STATION ON THE LEFT AT THE EXTENDED CENTER OF ROAD 57.
 AA3947'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 AA3947'ABOVE THE ROAD, 24.3 FEET (7.4 M) WEST NORTHWEST OF THE CENTER OF THE
 AA3947'ROAD, 16.9 FEET (5.2 M) SOUTH SOUTHWEST OF A POWER POLE NUMBER 2014
 AA3947'WITH FOUR GUY WIRES, 44.9 FEET (13.7 M) EAST OF THE EAST RAIL OF A
 AA3947'RAILROAD TRACK, 132.7 FEET (40.4 M) SOUTHWEST OF THE SOUTHWEST CORNER
 AA3947'OF A BRICK HOUSE IN THE NORTHEAST ANGLE OF THE JUNCTION, 110.0 FEET
 AA3947'(33.5 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF A VINYL-SIDED HOUSE
 AA3947'IN THE SOUTHEAST ANGLE OF THE JUNCTION, 11.4 FEET (3.5 M) NORTH
 AA3947'NORTHWEST OF A WITNESS POST AT A GUY WIRE ANCHOR. DESCRIBED BY C.E.
 AA3947'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3948 ***********************************************************************
 AA3948  DESIGNATION -  20 018
 AA3948  PID         -  AA3948
 AA3948  STATE/COUNTY-  SC/FAIRFIELD
 AA3948  USGS QUAD   -  WINNSBORO (1969)
 AA3948
 AA3948                         *CURRENT SURVEY CONTROL
 AA3948  ___________________________________________________________________
 AA3948* NAD 83(1986)-  34 24 02.     (N)    081 04 50.     (W)     SCALED    
 AA3948* NAVD 88     -       152.189  (meters)     499.31   (feet)  ADJUSTED  
 AA3948  ___________________________________________________________________
 AA3948  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3948  DYNAMIC HT  -         152.039 (meters)     498.81  (feet)  COMP
 AA3948  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 AA3948
 AA3948  VERT ORDER  -  FIRST     CLASS II
 AA3948
 AA3948.The horizontal coordinates were scaled from a topographic map and have
 AA3948.an estimated accuracy of +/- 6 seconds.
 AA3948
 AA3948.The orthometric height was determined by differential leveling
 AA3948.and adjusted by the National Geodetic Survey in September 1998..
 AA3948
 AA3948.The geoid height was determined by GEOID03.
 AA3948
 AA3948.The dynamic height is computed by dividing the NAVD 88
 AA3948.geopotential number by the normal gravity value computed on the
 AA3948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3948.degrees latitude (g = 980.6199 gals.).
 AA3948
 AA3948.The modeled gravity was interpolated from observed gravity values.
 AA3948
 AA3948;                    North         East    Units  Estimated Accuracy
 AA3948;SPC SC       -   284,700.      602,190.      MT  (+/- 180 meters Scaled)
 AA3948
 AA3948                          SUPERSEDED SURVEY CONTROL
 AA3948
 AA3948.No superseded survey control is available for this station.
 AA3948
 AA3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU925065(NAD 83)
 AA3948_MARKER: DD = SURVEY DISK
 AA3948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3948_STAMPING: 20 018 1993
 AA3948_MARK LOGO: SCGS  
 AA3948_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3948+STABILITY: SURFACE MOTION
 AA3948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3948+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3948
 AA3948  HISTORY     - Date     Condition        Report By
 AA3948  HISTORY     - 1993     MONUMENTED       SCGS
 AA3948
 AA3948                          STATION DESCRIPTION
 AA3948
 AA3948'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3948'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTH NORTHEAST OF WINNSBORO.
 AA3948'OWNERSHIP--BRIAN GAMBRELL, ROUTE 4, BOX 303A, WINNSBORO, SC 29180. TO
 AA3948'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 321 BUSINESS AND
 AA3948'STATE HIGHWAY 200, 0.9 MILE (1.4 KM) NORTH OF WINNSBORO, GO NORTHEAST
 AA3948'ON HIGHWAY 200 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE ROAD
 AA3948'141 (ROBINSON AVENUE), CONTINUE ON HIGHWAY 200 FOR 0.45 MILE (0.72 KM)
 AA3948'TO THE STATION ON THE LEFT BETWEEN TWO BRICK HOUSES. STATION IS A
 AA3948'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE
 AA3948'PAVED DRIVEWAY, 102.1 FEET (31.1 M) NORTHWEST OF THE CENTER OF THE
 AA3948'HIGHWAY, 13.5 FEET (4.1 M) NORTHEAST OF THE CENTER OF THE DRIVEWAY,
 AA3948'55.0 FEET (16.8 M) NORTHEAST OF THE EAST CORNER OF THE LANDOWNERS
 AA3948'HOUSE, 69.2 FEET (21.1 M) SOUTHWEST OF THE SOUTH CORNER OF THE GARAGE
 AA3948'OF THE NEIGHBORS HOUSE, 47.0 FEET (14.3 M) SOUTH SOUTHEAST OF A POWER
 AA3948'POLE NUMBER 1824 WITH A GUY WIRE, 65.0 FEET (19.8 M) NORTHWEST OF A
 AA3948'POWER POLE 1821D WITH A TRANSFORMER AND A GUY WIRE. DESCRIBED BY C.E.
 AA3948'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3951 ***********************************************************************
 AA3951  DESIGNATION -  20 019
 AA3951  PID         -  AA3951
 AA3951  STATE/COUNTY-  SC/FAIRFIELD
 AA3951  USGS QUAD   -  WINNSBORO (1969)
 AA3951
 AA3951                         *CURRENT SURVEY CONTROL
 AA3951  ___________________________________________________________________
 AA3951* NAD 83(1986)-  34 24 39.     (N)    081 02 54.     (W)     SCALED    
 AA3951* NAVD 88     -       103.629  (meters)     339.99   (feet)  ADJUSTED  
 AA3951  ___________________________________________________________________
 AA3951  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3951  DYNAMIC HT  -         103.528 (meters)     339.66  (feet)  COMP
 AA3951  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 AA3951
 AA3951  VERT ORDER  -  FIRST     CLASS II
 AA3951
 AA3951.The horizontal coordinates were scaled from a topographic map and have
 AA3951.an estimated accuracy of +/- 6 seconds.
 AA3951
 AA3951.The orthometric height was determined by differential leveling
 AA3951.and adjusted by the National Geodetic Survey in September 1998..
 AA3951
 AA3951.The geoid height was determined by GEOID03.
 AA3951
 AA3951.The dynamic height is computed by dividing the NAVD 88
 AA3951.geopotential number by the normal gravity value computed on the
 AA3951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3951.degrees latitude (g = 980.6199 gals.).
 AA3951
 AA3951.The modeled gravity was interpolated from observed gravity values.
 AA3951
 AA3951;                    North         East    Units  Estimated Accuracy
 AA3951;SPC SC       -   285,840.      605,160.      MT  (+/- 180 meters Scaled)
 AA3951
 AA3951                          SUPERSEDED SURVEY CONTROL
 AA3951
 AA3951.No superseded survey control is available for this station.
 AA3951
 AA3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU955077(NAD 83)
 AA3951_MARKER: DD = SURVEY DISK
 AA3951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA3951_SP_SET: BRIDGE DECK
 AA3951_STAMPING: 20 019 1993
 AA3951_MARK LOGO: SCGS  
 AA3951_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3951+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3951
 AA3951  HISTORY     - Date     Condition        Report By
 AA3951  HISTORY     - 1993     MONUMENTED       SCGS
 AA3951
 AA3951                          STATION DESCRIPTION
 AA3951
 AA3951'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3951'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTHEAST OF WINNSBORO.
 AA3951'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3951'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3951'OF U.S. HIGHWAY 321 BUSINESS AND STATE HIGHWAY 200, 0.9 MILE (1.4 KM)
 AA3951'NORTH OF WINNSBORO, GO NORTHEAST ON HIGHWAY 200 FOR 2.3 MILES (3.7 KM)
 AA3951'TO THE JUNCTION OF STATE ROAD 41 (OLD RIVER ROAD), BEAR LEFT ON
 AA3951'HIGHWAY 200 FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE RIGHT IN THE
 AA3951'SOUTHEAST CORNER OF THE BRIDGE OVER READY CREEK. STATION IS A DRILL
 AA3951'MARK IN THE DECK OF BRIDGE AND LEVEL WITH THE HIGHWAY, 20.7 FEET (6.3
 AA3951'M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 1.2 FEET (0.4 M) NORTH
 AA3951'NORTHEAST OF THE SOUTH EDGE OF THE DECK OF THE BRIDGE, 0.9 FOOT (27.4
 AA3951'CM) WEST NORTHWEST OF THE WEST EDGE OF THE BASE OF THE EAST CONCRETE
 AA3951'GUARDRAIL, 3.2 FEET (1.0 M) NORTH NORTHWEST OF A WITNESS POST.
 AA3951'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3952 ***********************************************************************
 AA3952  DESIGNATION -  20 020
 AA3952  PID         -  AA3952
 AA3952  STATE/COUNTY-  SC/FAIRFIELD
 AA3952  USGS QUAD   -  WINNSBORO (1969)
 AA3952
 AA3952                         *CURRENT SURVEY CONTROL
 AA3952  ___________________________________________________________________
 AA3952* NAD 83(1986)-  34 25 17.     (N)    081 02 46.     (W)     SCALED    
 AA3952* NAVD 88     -       135.040  (meters)     443.04   (feet)  ADJUSTED  
 AA3952  ___________________________________________________________________
 AA3952  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3952  DYNAMIC HT  -         134.909 (meters)     442.61  (feet)  COMP
 AA3952  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 AA3952
 AA3952  VERT ORDER  -  FIRST     CLASS II
 AA3952
 AA3952.The horizontal coordinates were scaled from a topographic map and have
 AA3952.an estimated accuracy of +/- 6 seconds.
 AA3952
 AA3952.The orthometric height was determined by differential leveling
 AA3952.and adjusted by the National Geodetic Survey in September 1998..
 AA3952
 AA3952.The geoid height was determined by GEOID03.
 AA3952
 AA3952.The dynamic height is computed by dividing the NAVD 88
 AA3952.geopotential number by the normal gravity value computed on the
 AA3952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3952.degrees latitude (g = 980.6199 gals.).
 AA3952
 AA3952.The modeled gravity was interpolated from observed gravity values.
 AA3952
 AA3952;                    North         East    Units  Estimated Accuracy
 AA3952;SPC SC       -   287,010.      605,360.      MT  (+/- 180 meters Scaled)
 AA3952
 AA3952                          SUPERSEDED SURVEY CONTROL
 AA3952
 AA3952.No superseded survey control is available for this station.
 AA3952
 AA3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU957088(NAD 83)
 AA3952_MARKER: DD = SURVEY DISK
 AA3952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3952_STAMPING: 20 020 1993
 AA3952_MARK LOGO: SCGS  
 AA3952_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3952+STABILITY: SURFACE MOTION
 AA3952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3952+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3952
 AA3952  HISTORY     - Date     Condition        Report By
 AA3952  HISTORY     - 1993     MONUMENTED       SCGS
 AA3952
 AA3952                          STATION DESCRIPTION
 AA3952
 AA3952'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3952'STATION IS LOCATED 3.6 MILES (5.8 KM) NORTHEAST OF WINNSBORO.
 AA3952'OWNERSHIP--EDWARD CALKINS, ROUTE 2, BOX 116, WINNSBORO, SC 29180,
 AA3952'PHONE 803-635-3941. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA3952'HIGHWAY 200 AND U.S. HIGHWAY 321 BUSINESS, 0.9 MILE (1.4 KM) NORTH OF
 AA3952'WINNSBORO, GO NORTHEAST ON HIGHWAY 200 FOR 2.3 MILES (3.7 KM) TO THE
 AA3952'JUNCTION OF STATE ROAD 41 (OLD RIVER ROAD), CONTINUE ON HIGHWAY 200
 AA3952'FOR 1.6 MILES (2.6 KM) TO A DRIVEWAY LEADING TO A SHINGLE-SIDED HOUSE,
 AA3952'TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR
 AA3952'AN ELECTRIC SERVICE POLE WITH METER AT THE SOUTH CORNER OF THE GARAGE,
 AA3952'0.55 MILE (0.89 KM) SOUTH SOUTHWEST OF THE JUNCTION OF STATE ROAD 222
 AA3952'(SMALLTOWN ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA3952'4.0 FEET (1.2 M) ABOVE THE HIGHWAY, 46.2 FEET (14.1 M) EAST SOUTHEAST
 AA3952'OF THE SOUTH CORNER OF THE GARAGE, 2.1 FEET (0.6 M) EAST OF THE
 AA3952'ELECTRIC SERVICE POLE WITH METER AND TWO GUY WIRES, 10.3 FEET (3.1 M)
 AA3952'EAST OF A POWER POLE WITH A TRANSFORMER, 83.8 FEET (25.5 M) SOUTH
 AA3952'SOUTHWEST OF THE WEST CORNER OF A CINDER BLOCK SHED, 48.6 FEET (14.8
 AA3952'M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE SOUTHEAST WING OF THE
 AA3952'HOUSE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3953 ***********************************************************************
 AA3953  DESIGNATION -  20 021
 AA3953  PID         -  AA3953
 AA3953  STATE/COUNTY-  SC/FAIRFIELD
 AA3953  USGS QUAD   -  WINNSBORO (1969)
 AA3953
 AA3953                         *CURRENT SURVEY CONTROL
 AA3953  ___________________________________________________________________
 AA3953* NAD 83(1986)-  34 25 53.     (N)    081 02 24.     (W)     SCALED    
 AA3953* NAVD 88     -       138.548  (meters)     454.55   (feet)  ADJUSTED  
 AA3953  ___________________________________________________________________
 AA3953  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3953  DYNAMIC HT  -         138.413 (meters)     454.11  (feet)  COMP
 AA3953  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 AA3953
 AA3953  VERT ORDER  -  FIRST     CLASS II
 AA3953
 AA3953.The horizontal coordinates were scaled from a topographic map and have
 AA3953.an estimated accuracy of +/- 6 seconds.
 AA3953
 AA3953.The orthometric height was determined by differential leveling
 AA3953.and adjusted by the National Geodetic Survey in September 1998..
 AA3953
 AA3953.The geoid height was determined by GEOID03.
 AA3953
 AA3953.The dynamic height is computed by dividing the NAVD 88
 AA3953.geopotential number by the normal gravity value computed on the
 AA3953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3953.degrees latitude (g = 980.6199 gals.).
 AA3953
 AA3953.The modeled gravity was interpolated from observed gravity values.
 AA3953
 AA3953;                    North         East    Units  Estimated Accuracy
 AA3953;SPC SC       -   288,120.      605,920.      MT  (+/- 180 meters Scaled)
 AA3953
 AA3953                          SUPERSEDED SURVEY CONTROL
 AA3953
 AA3953.No superseded survey control is available for this station.
 AA3953
 AA3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU963099(NAD 83)
 AA3953_MARKER: DD = SURVEY DISK
 AA3953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3953_STAMPING: 20 021 1993
 AA3953_MARK LOGO: SCGS  
 AA3953_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3953+STABILITY: SURFACE MOTION
 AA3953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3953+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3953
 AA3953  HISTORY     - Date     Condition        Report By
 AA3953  HISTORY     - 1993     MONUMENTED       SCGS
 AA3953
 AA3953                          STATION DESCRIPTION
 AA3953
 AA3953'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3953'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTHEAST OF WINNSBORO.
 AA3953'OWNERSHIP--DOROTHY W. BAIREFOOT, ROUTE 2, BOX 1100, WINNSBORO, SC
 AA3953'29180, PHONE 803-635-2409. TO REACH THE STATION FROM THE JUNCTION OF
 AA3953'U.S. HIGHWAY 321 BUSINESS AND STATE HIGHWAY 200, 0.9 MILE (1.4 KM)
 AA3953'NORTH OF WINNSBORO, GO NORTHEAST ON HIGHWAY 200 FOR 4.55 MILES (7.32
 AA3953'KM) TO THE JUNCTION OF STATE ROAD 325 (MARTIN ROAD), CONTINUE ON
 AA3953'HIGHWAY 200 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A
 AA3953'POWER POLE IN THE YARD OF A MASONITE-SIDED HOUSE. STATION IS A
 AA3953'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 45.9
 AA3953'FEET (14.0 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 7.3 FEET
 AA3953'(2.2 M) SOUTH SOUTHWEST OF THE POWER POLE WITH A TRANSFORMER AND GUY
 AA3953'WIRE, 40.3 FEET (12.3 M) NORTHWEST OF THE NORTH CORNER OF THE HOUSE
 AA3953'(SCREENED PORCH), 65.5 FEET (20.0 M) NORTH NORTHWEST OF THE WEST
 AA3953'CORNER OF THE HOUSE, 64.9 FEET (19.8 M) NORTHEAST OF THE NORTHEAST END
 AA3953'OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE SOUTHWEST DRIVEWAY TO
 AA3953'THE HOUSE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3954 ***********************************************************************
 AA3954  DESIGNATION -  20 022
 AA3954  PID         -  AA3954
 AA3954  STATE/COUNTY-  SC/FAIRFIELD
 AA3954  USGS QUAD   -  WINNSBORO (1969)
 AA3954
 AA3954                         *CURRENT SURVEY CONTROL
 AA3954  ___________________________________________________________________
 AA3954* NAD 83(1986)-  34 26 30.     (N)    081 02 07.     (W)     SCALED    
 AA3954* NAVD 88     -        91.698  (meters)     300.85   (feet)  ADJUSTED  
 AA3954  ___________________________________________________________________
 AA3954  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3954  DYNAMIC HT  -          91.608 (meters)     300.55  (feet)  COMP
 AA3954  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 AA3954
 AA3954  VERT ORDER  -  FIRST     CLASS II
 AA3954
 AA3954.The horizontal coordinates were scaled from a topographic map and have
 AA3954.an estimated accuracy of +/- 6 seconds.
 AA3954
 AA3954.The orthometric height was determined by differential leveling
 AA3954.and adjusted by the National Geodetic Survey in September 1998..
 AA3954
 AA3954.The geoid height was determined by GEOID03.
 AA3954
 AA3954.The dynamic height is computed by dividing the NAVD 88
 AA3954.geopotential number by the normal gravity value computed on the
 AA3954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3954.degrees latitude (g = 980.6199 gals.).
 AA3954
 AA3954.The modeled gravity was interpolated from observed gravity values.
 AA3954
 AA3954;                    North         East    Units  Estimated Accuracy
 AA3954;SPC SC       -   289,260.      606,360.      MT  (+/- 180 meters Scaled)
 AA3954
 AA3954                          SUPERSEDED SURVEY CONTROL
 AA3954
 AA3954.No superseded survey control is available for this station.
 AA3954
 AA3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU967111(NAD 83)
 AA3954_MARKER: DD = SURVEY DISK
 AA3954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA3954_SP_SET: BRIDGE CURB
 AA3954_STAMPING: 20 022 1993
 AA3954_MARK LOGO: SCGS  
 AA3954_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3954
 AA3954  HISTORY     - Date     Condition        Report By
 AA3954  HISTORY     - 1993     MONUMENTED       SCGS
 AA3954
 AA3954                          STATION DESCRIPTION
 AA3954
 AA3954'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3954'STATION IS LOCATED 5.2 MILES (8.4 KM) NORTHEAST OF WINNSBORO.
 AA3954'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3954'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3954'OF STATE HIGHWAYS 901 AND 200, 9.3 MILES (15.0 KM) NORTH NORTHEAST OF
 AA3954'WINNSBORO, GO SOUTH SOUTHWEST ON HIGHWAY 200 FOR 2.65 MILES (4.26 KM)
 AA3954'TO THE JUNCTION OF STATE ROAD 20 (MOBLEY HIGHWAY) RIGHT AND (CAMP
 AA3954'WELFARE ROAD) LEFT, CONTINUE ON HIGHWAY 200 FOR 1.65 MILES (2.66 KM)
 AA3954'TO THE STATION ON THE LEFT IN THE EAST CORNER OF THE BRIDGE OVER
 AA3954'MINTON CREEK OR BEAVER DAM FORK, 0.9 MILE (1.4 KM) NORTH NORTHEAST OF
 AA3954'THE JUNCTION OF STATE ROAD 325 (MARTIN ROAD). STATION IS A DRILL MARK
 AA3954'IN CURB OF BRIDGE AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 15.2 FEET
 AA3954'(4.6 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 1.0 FOOT (0.3 M)
 AA3954'SOUTH SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CURB, 0.5 FOOT
 AA3954'(15.2 CM) EAST SOUTHEAST OF THE NORTHWEST EDGE OF THE CURB, 4.9 FEET
 AA3954'(1.5 M) SOUTHWEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3955 ***********************************************************************
 AA3955  DESIGNATION -  20 023
 AA3955  PID         -  AA3955
 AA3955  STATE/COUNTY-  SC/FAIRFIELD
 AA3955  USGS QUAD   -  WINNSBORO (1969)
 AA3955
 AA3955                         *CURRENT SURVEY CONTROL
 AA3955  ___________________________________________________________________
 AA3955* NAD 83(1986)-  34 27 04.     (N)    081 02 00.     (W)     SCALED    
 AA3955* NAVD 88     -       129.805  (meters)     425.87   (feet)  ADJUSTED  
 AA3955  ___________________________________________________________________
 AA3955  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3955  DYNAMIC HT  -         129.679 (meters)     425.46  (feet)  COMP
 AA3955  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 AA3955
 AA3955  VERT ORDER  -  FIRST     CLASS II
 AA3955
 AA3955.The horizontal coordinates were scaled from a topographic map and have
 AA3955.an estimated accuracy of +/- 6 seconds.
 AA3955
 AA3955.The orthometric height was determined by differential leveling
 AA3955.and adjusted by the National Geodetic Survey in September 1998..
 AA3955
 AA3955.The geoid height was determined by GEOID03.
 AA3955
 AA3955.The dynamic height is computed by dividing the NAVD 88
 AA3955.geopotential number by the normal gravity value computed on the
 AA3955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3955.degrees latitude (g = 980.6199 gals.).
 AA3955
 AA3955.The modeled gravity was interpolated from observed gravity values.
 AA3955
 AA3955;                    North         East    Units  Estimated Accuracy
 AA3955;SPC SC       -   290,310.      606,540.      MT  (+/- 180 meters Scaled)
 AA3955
 AA3955                          SUPERSEDED SURVEY CONTROL
 AA3955
 AA3955.No superseded survey control is available for this station.
 AA3955
 AA3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU969121(NAD 83)
 AA3955_MARKER: DD = SURVEY DISK
 AA3955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3955_STAMPING: 20 023 1993
 AA3955_MARK LOGO: SCGS  
 AA3955_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3955+STABILITY: SURFACE MOTION
 AA3955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3955+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3955
 AA3955  HISTORY     - Date     Condition        Report By
 AA3955  HISTORY     - 1993     MONUMENTED       SCGS
 AA3955
 AA3955                          STATION DESCRIPTION
 AA3955
 AA3955'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3955'STATION IS LOCATED 5.2 MILES (8.4 KM) NORTHEAST OF WINNSBORO.
 AA3955'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3955'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3955'OF STATE HIGHWAYS 901 AND 200, 9.3 MILES (15.0 KM) NORTH NORTHEAST OF
 AA3955'WINNSBORO, GO SOUTH SOUTHWEST ON HIGHWAY 200 FOR 2.65 MILES (4.26 KM)
 AA3955'TO THE JUNCTION OF STATE ROAD 20 (MOBLEY HIGHWAY) RIGHT AND (CAMP
 AA3955'WELFARE ROAD) LEFT, CONTINUE ON HIGHWAY 200 FOR 1.0 MILE (1.6 KM) TO
 AA3955'AN ACCESS ROAD LEFT LEADING TO A LOCKED GATE AND THE STATION NEAR THE
 AA3955'SOUTHWEST METAL GATE POST IN THE SOUTHEAST ANGLE OF THE ACCESS ROAD.
 AA3955'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA3955'HIGHWAY, 9.6 FEET (2.9 M) NORTHWEST OF THE SOUTHWEST GATE POST, 51.0
 AA3955'FEET (15.5 M) EAST OF THE CENTER OF THE HIGHWAY, 11.2 FEET (3.4 M)
 AA3955'SOUTHWEST OF THE CENTER OF THE FIELD ROAD, 6.1 FEET (1.9 M) NORTHWEST
 AA3955'OF A 0.8-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 44.4
 AA3955'FEET (13.5 M) NORTH NORTHEAST OF A POWER POLE WITH GUY WIRE AND A
 AA3955'SOUTH CAROLINA WILDLIFE SIGN ATTACHED, 22.9 FEET (7.0 M) WEST
 AA3955'SOUTHWEST OF THE NORTHEAST GATE POST, 1.9 FEET (0.6 M) NORTHEAST OF A
 AA3955'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3956 ***********************************************************************
 AA3956  DESIGNATION -  20 024
 AA3956  PID         -  AA3956
 AA3956  STATE/COUNTY-  SC/FAIRFIELD
 AA3956  USGS QUAD   -  WINNSBORO (1969)
 AA3956
 AA3956                         *CURRENT SURVEY CONTROL
 AA3956  ___________________________________________________________________
 AA3956* NAD 83(1986)-  34 27 56.     (N)    081 01 48.     (W)     SCALED    
 AA3956* NAVD 88     -       163.107  (meters)     535.13   (feet)  ADJUSTED  
 AA3956  ___________________________________________________________________
 AA3956  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3956  DYNAMIC HT  -         162.948 (meters)     534.61  (feet)  COMP
 AA3956  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 AA3956
 AA3956  VERT ORDER  -  FIRST     CLASS II
 AA3956
 AA3956.The horizontal coordinates were scaled from a topographic map and have
 AA3956.an estimated accuracy of +/- 6 seconds.
 AA3956
 AA3956.The orthometric height was determined by differential leveling
 AA3956.and adjusted by the National Geodetic Survey in September 1998..
 AA3956
 AA3956.The geoid height was determined by GEOID03.
 AA3956
 AA3956.The dynamic height is computed by dividing the NAVD 88
 AA3956.geopotential number by the normal gravity value computed on the
 AA3956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3956.degrees latitude (g = 980.6199 gals.).
 AA3956
 AA3956.The modeled gravity was interpolated from observed gravity values.
 AA3956
 AA3956;                    North         East    Units  Estimated Accuracy
 AA3956;SPC SC       -   291,910.      606,840.      MT  (+/- 180 meters Scaled)
 AA3956
 AA3956                          SUPERSEDED SURVEY CONTROL
 AA3956
 AA3956.No superseded survey control is available for this station.
 AA3956
 AA3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU972137(NAD 83)
 AA3956_MARKER: DD = SURVEY DISK
 AA3956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3956_STAMPING: 20 024 1993
 AA3956_MARK LOGO: SCGS  
 AA3956_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3956+STABILITY: SURFACE MOTION
 AA3956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3956+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3956
 AA3956  HISTORY     - Date     Condition        Report By
 AA3956  HISTORY     - 1993     MONUMENTED       SCGS
 AA3956
 AA3956                          STATION DESCRIPTION
 AA3956
 AA3956'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3956'STATION IS LOCATED 6.7 MILES (10.8 KM) NORTHEAST OF WINNSBORO.
 AA3956'OWNERSHIP--SOLOMON YOUNG, ROUTE 2, BOX 55-A, WINNSBORO, SC 29180. TO
 AA3956'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 901 AND 200, 9.3
 AA3956'MILES (15.0 KM) NORTH NORTHEAST OF WINNSBORO, GO SOUTH SOUTHWEST ON
 AA3956'HIGHWAY 200 FOR 2.65 MILES (4.26 KM) TO THE STATION NEAR A SECURITY
 AA3956'LIGHT POLE IN THE YARD OF A WOODEN HOUSE IN THE NORTHWEST ANGLE OF THE
 AA3956'JUNCTION OF STATE ROAD 20 (MOBLEY HIGHWAY) RIGHT AND (CAMP WELFARE
 AA3956'ROAD) LEFT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AA3956'WITH THE DRIVEWAY, 32.8 FEET (10.0 M) SOUTHEAST OF THE SOUTHEAST
 AA3956'CORNER OF A CONCRETE BLOCK PUMP HOUSE, 31.1 FEET (9.5 M) SOUTH
 AA3956'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 2.4 FEET (0.7 M)
 AA3956'SOUTHWEST OF THE SECURITY LIGHT POLE WITH A SCGS REFERENCE WASHER
 AA3956'ATTACHED, 17.6 FEET (5.4 M) WEST OF THE SOUTHWEST CORNER OF A BRICK
 AA3956'PLANTER IN FRONT OF THE HOUSE, 278.9 FEET (85.0 M) WEST NORTHWEST OF
 AA3956'THE CENTER OF HIGHWAY 200, 2.3 FEET (0.7 M) SOUTHWEST OF A WITNESS
 AA3956'POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3957 ***********************************************************************
 AA3957  DESIGNATION -  20 025
 AA3957  PID         -  AA3957
 AA3957  STATE/COUNTY-  SC/FAIRFIELD
 AA3957  USGS QUAD   -  WINNSBORO (1969)
 AA3957
 AA3957                         *CURRENT SURVEY CONTROL
 AA3957  ___________________________________________________________________
 AA3957* NAD 83(1986)-  34 27 52.     (N)    081 00 31.     (W)     SCALED    
 AA3957* NAVD 88     -       130.076  (meters)     426.76   (feet)  ADJUSTED  
 AA3957  ___________________________________________________________________
 AA3957  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3957  DYNAMIC HT  -         129.950 (meters)     426.34  (feet)  COMP
 AA3957  MODELED GRAV-     979,664.7   (mgal)                       NAVD 88
 AA3957
 AA3957  VERT ORDER  -  FIRST     CLASS II
 AA3957
 AA3957.The horizontal coordinates were scaled from a topographic map and have
 AA3957.an estimated accuracy of +/- 6 seconds.
 AA3957
 AA3957.The orthometric height was determined by differential leveling
 AA3957.and adjusted by the National Geodetic Survey in September 1998..
 AA3957
 AA3957.The geoid height was determined by GEOID03.
 AA3957
 AA3957.The dynamic height is computed by dividing the NAVD 88
 AA3957.geopotential number by the normal gravity value computed on the
 AA3957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3957.degrees latitude (g = 980.6199 gals.).
 AA3957
 AA3957.The modeled gravity was interpolated from observed gravity values.
 AA3957
 AA3957;                    North         East    Units  Estimated Accuracy
 AA3957;SPC SC       -   291,790.      608,810.      MT  (+/- 180 meters Scaled)
 AA3957
 AA3957                          SUPERSEDED SURVEY CONTROL
 AA3957
 AA3957.No superseded survey control is available for this station.
 AA3957
 AA3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU992136(NAD 83)
 AA3957_MARKER: DD = SURVEY DISK
 AA3957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3957_STAMPING: 20 025 1993
 AA3957_MARK LOGO: SCGS  
 AA3957_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3957+STABILITY: SURFACE MOTION
 AA3957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3957+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3957
 AA3957  HISTORY     - Date     Condition        Report By
 AA3957  HISTORY     - 1993     MONUMENTED       SCGS
 AA3957
 AA3957                          STATION DESCRIPTION
 AA3957
 AA3957'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3957'STATION IS LOCATED 7.3 MILES (11.7 KM) NORTHEAST OF WINNSBORO.
 AA3957'OWNERSHIP--JOE LEWIS WHITE. TO REACH THE STATION FROM THE JUNCTION OF
 AA3957'STATE HIGHWAYS 901 AND 200, 9.3 MILES (15.0 KM) NORTH NORTHEAST OF
 AA3957'WINNSBORO, GO SOUTH SOUTHWEST ON HIGHWAY 200 FOR 2.65 MILES (4.26 KM)
 AA3957'TO THE JUNCTION OF STATE ROAD 20 (MOBLEY HIGHWAY) RIGHT AND (CAMP
 AA3957'WELFARE ROAD) LEFT, TURN LEFT ON ROAD 20 FOR 1.05 MILES (1.69 KM) TO
 AA3957'THE JUNCTION OF STATE ROAD 492 (RAVENSCROFT ROAD), CONTINUE ON ROAD 20
 AA3957'FOR 0.2 MILE (0.3 KM) TO THE STATION IN THE SOUTHEAST ANGLE OF A
 AA3957'DRIVEWAY RIGHT LEADING TO A BRICK HOUSE. STATION IS A CONCRETE POST
 AA3957'FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE ROAD, 6.7 FEET
 AA3957'(2.0 M) SOUTH SOUTHWEST OF A TELEPHONE JUNCTION BOX, 57.0 FEET (17.4
 AA3957'M) SOUTH OF THE CENTER OF ROAD 20, 17.3 FEET (5.3 M) EAST OF THE
 AA3957'CENTER OF THE DRIVEWAY, 5.0 FEET (1.5 M) SOUTH OF A POWER POLE WITH A
 AA3957'TRANSFORMER AND GUY WIRE, 28.9 FEET (8.8 M) SOUTH SOUTHEAST OF THE
 AA3957'EAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY,
 AA3957'67.1 FEET (20.5 M) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 5.4
 AA3957'FEET (1.6 M) SOUTH OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3959 ***********************************************************************
 AA3959  DESIGNATION -  20 026
 AA3959  PID         -  AA3959
 AA3959  STATE/COUNTY-  SC/FAIRFIELD
 AA3959  USGS QUAD   -  WINNSBORO (1969)
 AA3959
 AA3959                         *CURRENT SURVEY CONTROL
 AA3959  ___________________________________________________________________
 AA3959* NAD 83(1986)-  34 28 32.     (N)    081 01 20.     (W)     SCALED    
 AA3959* NAVD 88     -       126.130  (meters)     413.81   (feet)  ADJUSTED  
 AA3959  ___________________________________________________________________
 AA3959  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3959  DYNAMIC HT  -         126.008 (meters)     413.41  (feet)  COMP
 AA3959  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 AA3959
 AA3959  VERT ORDER  -  FIRST     CLASS II
 AA3959
 AA3959.The horizontal coordinates were scaled from a topographic map and have
 AA3959.an estimated accuracy of +/- 6 seconds.
 AA3959
 AA3959.The orthometric height was determined by differential leveling
 AA3959.and adjusted by the National Geodetic Survey in September 1998..
 AA3959
 AA3959.The geoid height was determined by GEOID03.
 AA3959
 AA3959.The dynamic height is computed by dividing the NAVD 88
 AA3959.geopotential number by the normal gravity value computed on the
 AA3959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3959.degrees latitude (g = 980.6199 gals.).
 AA3959
 AA3959.The modeled gravity was interpolated from observed gravity values.
 AA3959
 AA3959;                    North         East    Units  Estimated Accuracy
 AA3959;SPC SC       -   293,020.      607,560.      MT  (+/- 180 meters Scaled)
 AA3959
 AA3959                          SUPERSEDED SURVEY CONTROL
 AA3959
 AA3959.No superseded survey control is available for this station.
 AA3959
 AA3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU979148(NAD 83)
 AA3959_MARKER: DD = SURVEY DISK
 AA3959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3959_STAMPING: 20 026 1993
 AA3959_MARK LOGO: SCGS  
 AA3959_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3959+STABILITY: SURFACE MOTION
 AA3959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3959+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3959
 AA3959  HISTORY     - Date     Condition        Report By
 AA3959  HISTORY     - 1993     MONUMENTED       SCGS
 AA3959
 AA3959                          STATION DESCRIPTION
 AA3959
 AA3959'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3959'STATION IS LOCATED 7.5 MILES (12.1 KM) NORTH NORTHEAST OF WINNSBORO.
 AA3959'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3959'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3959'OF STATE HIGHWAYS 200 AND 901, 9.3 MILES (15.0 KM) NORTH NORTHEAST OF
 AA3959'WINNSBORO, GO SOUTH SOUTHWEST ON HIGHWAY 200 FOR 0.9 MILE (1.4 KM) TO
 AA3959'THE JUNCTION OF STATE ROAD 44 (PATRICK ROAD), CONTINUE ON HIGHWAY 200
 AA3959'FOR 0.9 MILE (1.4 KM) TO THE STATION NEAR A TREE LINE IN THE WEST
 AA3959'ANGLE OF A FIELD ACCESS ROAD RIGHT. STATION IS A CONCRETE POST FLUSH
 AA3959'WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 36.9 FEET
 AA3959'(11.2 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 32.0 FEET (9.8
 AA3959'M) SOUTH SOUTHEAST OF THE CENTER OF THE FIELD ACCESS ROAD, 37.1 FEET
 AA3959'(11.3 M) EAST NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 AA3959'ATTACHED, 31.8 FEET (9.7 M) NORTHEAST OF A 0.5-FOOT CEDAR TREE WITH A
 AA3959'SCGS REFERENCE WASHER ATTACHED, 4.5 FEET (1.4 M) SOUTH OF A 1.0-FOOT
 AA3959'PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 2.1 FEET (0.6 M) EAST
 AA3959'SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3960 ***********************************************************************
 AA3960  DESIGNATION -  20 027
 AA3960  PID         -  AA3960
 AA3960  STATE/COUNTY-  SC/FAIRFIELD
 AA3960  USGS QUAD   -  WINNSBORO (1969)
 AA3960
 AA3960                         *CURRENT SURVEY CONTROL
 AA3960  ___________________________________________________________________
 AA3960* NAD 83(1986)-  34 29 19.     (N)    081 01 05.     (W)     SCALED    
 AA3960* NAVD 88     -       102.622  (meters)     336.69   (feet)  ADJUSTED  
 AA3960  ___________________________________________________________________
 AA3960  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AA3960  DYNAMIC HT  -         102.523 (meters)     336.36  (feet)  COMP
 AA3960  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 AA3960
 AA3960  VERT ORDER  -  FIRST     CLASS II
 AA3960
 AA3960.The horizontal coordinates were scaled from a topographic map and have
 AA3960.an estimated accuracy of +/- 6 seconds.
 AA3960
 AA3960.The orthometric height was determined by differential leveling
 AA3960.and adjusted by the National Geodetic Survey in September 1998..
 AA3960
 AA3960.The geoid height was determined by GEOID03.
 AA3960
 AA3960.The dynamic height is computed by dividing the NAVD 88
 AA3960.geopotential number by the normal gravity value computed on the
 AA3960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3960.degrees latitude (g = 980.6199 gals.).
 AA3960
 AA3960.The modeled gravity was interpolated from observed gravity values.
 AA3960
 AA3960;                    North         East    Units  Estimated Accuracy
 AA3960;SPC SC       -   294,470.      607,940.      MT  (+/- 180 meters Scaled)
 AA3960
 AA3960                          SUPERSEDED SURVEY CONTROL
 AA3960
 AA3960.No superseded survey control is available for this station.
 AA3960
 AA3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU983163(NAD 83)
 AA3960_MARKER: DD = SURVEY DISK
 AA3960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3960_STAMPING: 20 027 1993
 AA3960_MARK LOGO: SCGS  
 AA3960_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3960+STABILITY: SURFACE MOTION
 AA3960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3960+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3960
 AA3960  HISTORY     - Date     Condition        Report By
 AA3960  HISTORY     - 1993     MONUMENTED       SCGS
 AA3960
 AA3960                          STATION DESCRIPTION
 AA3960
 AA3960'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3960'STATION IS LOCATED 8.45 MILES (13.60 KM) NORTH NORTHEAST OF WINNSBORO.
 AA3960'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3960'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3960'OF STATE HIGHWAYS 200 AND 901, 9.3 MILES (15.0 KM) NORTH NORTHEAST OF
 AA3960'WINNSBORO, GO SOUTH SOUTHWEST ON HIGHWAY 200 FOR 0.9 MILE (1.4 KM) TO
 AA3960'THE JUNCTION OF STATE ROAD 44 (PATRICK ROAD), TURN RIGHT ON ROAD 44
 AA3960'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE.
 AA3960'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 AA3960'ABOVE THE ROAD, 21.8 FEET (6.6 M) WEST SOUTHWEST OF THE CENTER OF THE
 AA3960'ROAD, 4.4 FEET (1.3 M) EAST NORTHEAST OF A POWER POLE WITH A SECURITY
 AA3960'LIGHT, 86.8 FEET (26.5 M) NORTH NORTHEAST OF THE NORTHWEST CORNER OF A
 AA3960'BRICK AND BLOCK FOUNDATION OF A WOODEN HOUSE, 3.7 FEET (1.1 M)
 AA3960'SOUTHEAST OF A WOODEN FENCE CORNER POST, 73.4 FEET (22.4 M) NORTH OF
 AA3960'THE NORTHEAST CORNER OF A BRICK AND BLOCK FOUNDATION OF A WOODEN
 AA3960'HOUSE, 4.1 FEET (1.2 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED BY
 AA3960'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3961 ***********************************************************************
 AA3961  DESIGNATION -  20 028
 AA3961  PID         -  AA3961
 AA3961  STATE/COUNTY-  SC/FAIRFIELD
 AA3961  USGS QUAD   -  STOVER (1969)
 AA3961
 AA3961                         *CURRENT SURVEY CONTROL
 AA3961  ___________________________________________________________________
 AA3961* NAD 83(1986)-  34 30 02.     (N)    081 00 45.     (W)     SCALED    
 AA3961* NAVD 88     -       106.244  (meters)     348.57   (feet)  ADJUSTED  
 AA3961  ___________________________________________________________________
 AA3961  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AA3961  DYNAMIC HT  -         106.142 (meters)     348.23  (feet)  COMP
 AA3961  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 AA3961
 AA3961  VERT ORDER  -  FIRST     CLASS II
 AA3961
 AA3961.The horizontal coordinates were scaled from a topographic map and have
 AA3961.an estimated accuracy of +/- 6 seconds.
 AA3961
 AA3961.The orthometric height was determined by differential leveling
 AA3961.and adjusted by the National Geodetic Survey in September 1998..
 AA3961
 AA3961.The geoid height was determined by GEOID03.
 AA3961
 AA3961.The dynamic height is computed by dividing the NAVD 88
 AA3961.geopotential number by the normal gravity value computed on the
 AA3961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3961.degrees latitude (g = 980.6199 gals.).
 AA3961
 AA3961.The modeled gravity was interpolated from observed gravity values.
 AA3961
 AA3961;                    North         East    Units  Estimated Accuracy
 AA3961;SPC SC       -   295,790.      608,450.      MT  (+/- 180 meters Scaled)
 AA3961
 AA3961                          SUPERSEDED SURVEY CONTROL
 AA3961
 AA3961.No superseded survey control is available for this station.
 AA3961
 AA3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU988176(NAD 83)
 AA3961_MARKER: DD = SURVEY DISK
 AA3961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3961_STAMPING: 20 028 1993
 AA3961_MARK LOGO: SCGS  
 AA3961_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3961+STABILITY: SURFACE MOTION
 AA3961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3961+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3961
 AA3961  HISTORY     - Date     Condition        Report By
 AA3961  HISTORY     - 1993     MONUMENTED       SCGS
 AA3961
 AA3961                          STATION DESCRIPTION
 AA3961
 AA3961'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3961'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE
 AA3961'HIGHWAY 901 AND 200, 9.3 MILES (15.0 KM) NORTH NORTHEAST OF WINNSBORO,
 AA3961'8.2 MILES (13.2 KM) SOUTHWEST OF GREAT FALLS. OWNERSHIP--SCDOT,
 AA3961'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA3961'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5
 AA3961'FEET (0.5 M) ABOVE THE HIGHWAYS, 30.9 FEET (9.4 M) WEST NORTHWEST OF
 AA3961'THE CENTER OF HIGHWAY 200, 98.5 FEET (30.0 M) NORTHEAST OF THE CENTER
 AA3961'OF HIGHWAY 901, 12.0 FEET (3.7 M) EAST SOUTHEAST OF A BARBED WIRE
 AA3961'FENCE LINE, 76.4 FEET (23.3 M) NORTH NORTHEAST OF THE NORTH END OF A
 AA3961'1.5-FOOT CONCRETE PIPE CULVERT BENEATH HIGHWAY 901, 9.5 FEET (2.9 M)
 AA3961'EAST SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3962 ***********************************************************************
 AA3962  DESIGNATION -  20 029
 AA3962  PID         -  AA3962
 AA3962  STATE/COUNTY-  SC/FAIRFIELD
 AA3962  USGS QUAD   -  GREAT FALLS (1969)
 AA3962
 AA3962                         *CURRENT SURVEY CONTROL
 AA3962  ___________________________________________________________________
 AA3962* NAD 83(2001)-  34 30 35.24417(N)    080 59 50.44561(W)     ADJUSTED  
 AA3962* NAVD 88     -       115.479  (meters)     378.87   (feet)  ADJUSTED  
 AA3962  ___________________________________________________________________
 AA3962  X           -     823,320.365 (meters)                     COMP
 AA3962  Y           -  -5,196,682.247 (meters)                     COMP
 AA3962  Z           -   3,593,235.061 (meters)                     COMP
 AA3962  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AA3962  ELLIP HEIGHT-          84.99  (meters)          (03/13/03) GPS OBS
 AA3962  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AA3962  DYNAMIC HT  -         115.369 (meters)     378.51  (feet)  COMP
 AA3962  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 AA3962
 AA3962  HORZ ORDER  -  FIRST
 AA3962  VERT ORDER  -  FIRST     CLASS II
 AA3962  ELLP ORDER  -  FOURTH    CLASS II
 AA3962
 AA3962.The horizontal coordinates were established by GPS observations
 AA3962.and adjusted by the National Geodetic Survey in March 2003..
 AA3962
 AA3962.The orthometric height was determined by differential leveling
 AA3962.and adjusted by the National Geodetic Survey in September 1998..
 AA3962
 AA3962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3962
 AA3962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3962
 AA3962.The ellipsoidal height was determined by GPS observations
 AA3962.and is referenced to NAD 83.
 AA3962
 AA3962.The geoid height was determined by GEOID03.
 AA3962
 AA3962.The dynamic height is computed by dividing the NAVD 88
 AA3962.geopotential number by the normal gravity value computed on the
 AA3962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3962.degrees latitude (g = 980.6199 gals.).
 AA3962
 AA3962.The modeled gravity was interpolated from observed gravity values.
 AA3962
 AA3962;                    North         East     Units Scale Factor Converg.
 AA3962;SPC SC       -   296,815.967   609,843.690   MT  0.99990108   +0 00 05.3
 AA3962;SPC SC       -   973,805.67  2,000,799.51   iFT  0.99990108   +0 00 05.3
 AA3962;UTM  17      - 3,818,682.842   500,243.617   MT  0.99960000   +0 00 05.4
 AA3962
 AA3962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3962!SPC SC       -   0.99998666  x   0.99990108  =   0.99988774
 AA3962!UTM  17      -   0.99998666  x   0.99960000  =   0.99958666
 AA3962
 AA3962                          SUPERSEDED SURVEY CONTROL
 AA3962
 AA3962  NAD 83(1995)-  34 30 35.24425(N)    080 59 50.44541(W) AD(       ) 1
 AA3962  ELLIP H (12/20/99)   84.99   (m)                       GP(       ) 4 1
 AA3962  NAD 83(1986)-  34 30 35.26204(N)    080 59 50.44956(W) AD(       ) 1
 AA3962  NAVD 88 (12/20/95)  115.48   (m)          378.9    (f) LEVELING    3  
 AA3962
 AA3962.Superseded values are not recommended for survey control.
 AA3962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3962.See file dsdata.txt to determine how the superseded data were derived.
 AA3962
 AA3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0024418683(NAD 83)
 AA3962_MARKER: DD = SURVEY DISK
 AA3962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3962_SP_SET: CONCRETE POST
 AA3962_STAMPING: 20 029 1993
 AA3962_MARK LOGO: SCGS  
 AA3962_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3962+STABILITY: SURFACE MOTION
 AA3962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3962+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1994
 AA3962
 AA3962  HISTORY     - Date     Condition        Report By
 AA3962  HISTORY     - 1993     MONUMENTED       SCGS
 AA3962  HISTORY     - 19941109 GOOD             SCGS
 AA3962  HISTORY     - 19970618 GOOD             SCGS
 AA3962
 AA3962                          STATION DESCRIPTION
 AA3962
 AA3962'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3962'STATION IS LOCATED NEAR THE EAST CORNER OF THE JUNCTION OVERPASS OF
 AA3962'INTERSTATE 77 AND STATE HIGHWAY 200, 10.2 MILES (16.4 KM) NORTH
 AA3962'NORTHEAST OF WINNSBORO, 7.15 MILES (11.51 KM) SOUTHWEST OF GREAT
 AA3962'FALLS. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AA3962'COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE POST
 AA3962'FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 200, 4.8 FEET (1.5 M)
 AA3962'EAST OF THE EAST CORNER OF THE BRIDGE, 37.9 FEET (11.6 M) SOUTHEAST OF
 AA3962'THE SOUTHEAST EDGE OF A CONCRETE MEDIAN ON HIGHWAY 200, 57.0 FEET
 AA3962'(17.4 M) NORTH OF A POWER POLE WITH GUY WIRE, 8.9 FEET (2.7 M)
 AA3962'SOUTHWEST OF THE EAST CORNER OF A CONCRETE CURB, 2.8 FEET (0.9 M)
 AA3962'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE CURB, 1.2 FEET (0.4 M)
 AA3962'NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 AA3962
 AA3962                          STATION RECOVERY (1994)
 AA3962
 AA3962'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA3962'RECOVERED AS DESCRIBED, LEVELING TO HARN STATIONS, SC, PHASE II.
 AA3962
 AA3962                          STATION RECOVERY (1997)
 AA3962
 AA3962'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AA3962'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3963 ***********************************************************************
 AA3963  DESIGNATION -  20 030
 AA3963  PID         -  AA3963
 AA3963  STATE/COUNTY-  SC/FAIRFIELD
 AA3963  USGS QUAD   -  GREAT FALLS (1969)
 AA3963
 AA3963                         *CURRENT SURVEY CONTROL
 AA3963  ___________________________________________________________________
 AA3963* NAD 83(1986)-  34 30 59.     (N)    080 59 02.     (W)     SCALED    
 AA3963* NAVD 88     -       100.645  (meters)     330.20   (feet)  ADJUSTED  
 AA3963  ___________________________________________________________________
 AA3963  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AA3963  DYNAMIC HT  -         100.549 (meters)     329.88  (feet)  COMP
 AA3963  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 AA3963
 AA3963  VERT ORDER  -  FIRST     CLASS II
 AA3963
 AA3963.The horizontal coordinates were scaled from a topographic map and have
 AA3963.an estimated accuracy of +/- 6 seconds.
 AA3963
 AA3963.The orthometric height was determined by differential leveling
 AA3963.and adjusted by the National Geodetic Survey in September 1998..
 AA3963
 AA3963.The geoid height was determined by GEOID03.
 AA3963
 AA3963.The dynamic height is computed by dividing the NAVD 88
 AA3963.geopotential number by the normal gravity value computed on the
 AA3963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3963.degrees latitude (g = 980.6199 gals.).
 AA3963
 AA3963.The modeled gravity was interpolated from observed gravity values.
 AA3963
 AA3963;                    North         East    Units  Estimated Accuracy
 AA3963;SPC SC       -   297,550.      611,080.      MT  (+/- 180 meters Scaled)
 AA3963
 AA3963                          SUPERSEDED SURVEY CONTROL
 AA3963
 AA3963.No superseded survey control is available for this station.
 AA3963
 AA3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU014194(NAD 83)
 AA3963_MARKER: DD = SURVEY DISK
 AA3963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3963_STAMPING: 20 030 1993
 AA3963_MARK LOGO: SCGS  
 AA3963_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3963+STABILITY: SURFACE MOTION
 AA3963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3963+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3963
 AA3963  HISTORY     - Date     Condition        Report By
 AA3963  HISTORY     - 1993     MONUMENTED       SCGS
 AA3963
 AA3963                          STATION DESCRIPTION
 AA3963
 AA3963'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3963'STATION IS LOCATED 6.25 MILES (10.06 KM) SOUTHWEST OF GREAT FALLS.
 AA3963'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3963'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3963'OVERPASS OF INTERSTATE 77 AND STATE HIGHWAY 200, 10.2 MILES (16.4 KM)
 AA3963'NORTH NORTHEAST OF WINNSBORO, GO NORTHEAST ON HIGHWAY 200 FOR 0.95
 AA3963'MILE (1.53 KM) TO THE STATION ON THE LEFT AT A PAVED PARKING AREA ON
 AA3963'THE EAST SIDE OF A SMALL CREEK BENEATH THE HIGHWAY. STATION IS A
 AA3963'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 38.7
 AA3963'FEET (11.8 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 13.6 FEET
 AA3963'(4.1 M) WEST OF THE NORTHWEST CORNER OF A 4.0-FOOT HIGH CONCRETE POST,
 AA3963'16.6 FEET (5.1 M) EAST SOUTHEAST OF A 1.4-FOOT OAK TREE WITH A SCGS
 AA3963'REFERENCE WASHER ATTACHED, 266.5 FEET (81.2 M) EAST NORTHEAST OF THE
 AA3963'NORTHEAST CORNER OF A CONCRETE HEADWALL OF A BOX CULVERT BENEATH THE
 AA3963'HIGHWAY, 2.1 FEET (0.6 M) SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED
 AA3963'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3964 ***********************************************************************
 AA3964  DESIGNATION -  20 031
 AA3964  PID         -  AA3964
 AA3964  STATE/COUNTY-  SC/FAIRFIELD
 AA3964  USGS QUAD   -  GREAT FALLS (1969)
 AA3964
 AA3964                         *CURRENT SURVEY CONTROL
 AA3964  ___________________________________________________________________
 AA3964* NAD 83(2001)-  34 31 19.57551(N)    080 58 00.00061(W)     ADJUSTED  
 AA3964* NAVD 88     -       165.459  (meters)     542.84   (feet)  ADJUSTED  
 AA3964  ___________________________________________________________________
 AA3964  X           -     825,987.754 (meters)                     COMP
 AA3964  Y           -  -5,195,516.863 (meters)                     COMP
 AA3964  Z           -   3,594,388.976 (meters)                     COMP
 AA3964  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AA3964  ELLIP HEIGHT-         134.97  (meters)          (03/13/03) GPS OBS
 AA3964  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AA3964  DYNAMIC HT  -         165.301 (meters)     542.33  (feet)  COMP
 AA3964  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 AA3964
 AA3964  HORZ ORDER  -  FIRST
 AA3964  VERT ORDER  -  FIRST     CLASS II
 AA3964  ELLP ORDER  -  FOURTH    CLASS II
 AA3964
 AA3964.The horizontal coordinates were established by GPS observations
 AA3964.and adjusted by the National Geodetic Survey in March 2003..
 AA3964
 AA3964.The orthometric height was determined by differential leveling
 AA3964.and adjusted by the National Geodetic Survey in September 1998..
 AA3964
 AA3964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3964
 AA3964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3964
 AA3964.The ellipsoidal height was determined by GPS observations
 AA3964.and is referenced to NAD 83.
 AA3964
 AA3964.The geoid height was determined by GEOID03.
 AA3964
 AA3964.The dynamic height is computed by dividing the NAVD 88
 AA3964.geopotential number by the normal gravity value computed on the
 AA3964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3964.degrees latitude (g = 980.6199 gals.).
 AA3964
 AA3964.The modeled gravity was interpolated from observed gravity values.
 AA3964
 AA3964;                    North         East     Units Scale Factor Converg.
 AA3964;SPC SC       -   298,182.367   612,660.216   MT  0.99990426   +0 01 06.5
 AA3964;SPC SC       -   978,288.61  2,010,040.08   iFT  0.99990426   +0 01 06.5
 AA3964;UTM  17      - 3,820,048.839   503,059.285   MT  0.99960012   +0 01 08.0
 AA3964
 AA3964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3964!SPC SC       -   0.99997881  x   0.99990426  =   0.99988308
 AA3964!UTM  17      -   0.99997881  x   0.99960012  =   0.99957894
 AA3964
 AA3964                          SUPERSEDED SURVEY CONTROL
 AA3964
 AA3964  NAD 83(1995)-  34 31 19.57560(N)    080 58 00.00037(W) AD(       ) 1
 AA3964  ELLIP H (12/20/99)  134.97   (m)                       GP(       ) 4 1
 AA3964  NAD 83(1986)-  34 31 19.59315(N)    080 58 00.00452(W) AD(       ) 1
 AA3964  NAVD 88 (12/20/95)  165.46   (m)          542.8    (f) LEVELING    3  
 AA3964
 AA3964.Superseded values are not recommended for survey control.
 AA3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3964.See file dsdata.txt to determine how the superseded data were derived.
 AA3964
 AA3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0305920049(NAD 83)
 AA3964_MARKER: DD = SURVEY DISK
 AA3964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3964_SP_SET: CONCRETE POST
 AA3964_STAMPING: 20 031 1993
 AA3964_MARK LOGO: SCGS  
 AA3964_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3964+STABILITY: SURFACE MOTION
 AA3964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3964+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1994
 AA3964
 AA3964  HISTORY     - Date     Condition        Report By
 AA3964  HISTORY     - 1993     MONUMENTED       SCGS
 AA3964  HISTORY     - 19941109 GOOD             SCGS
 AA3964  HISTORY     - 19970618 GOOD             SCGS
 AA3964
 AA3964                          STATION DESCRIPTION
 AA3964
 AA3964'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3964'STATION IS LOCATED 5.25 MILES (8.45 KM) SOUTHWEST OF GREAT FALLS.
 AA3964'OWNERSHIP--D AND D FOUNDRIES, P.O. BOX 468, GREAT FALLS, SC 29055,
 AA3964'CONTACT-DEXTER NOLAND, PHONE 803-482-6119. TO REACH THE STATION FROM
 AA3964'THE JUNCTION OVERPASS OF INTERSTATE 77 AND STATE HIGHWAY 200, 10.2
 AA3964'MILES (16.4 KM) NORTH NORTHEAST OF WINNSBORO, GO NORTHEAST ON HIGHWAY
 AA3964'200 FOR 2.0 MILES (3.2 KM) TO THE STATION NEAR A SECURITY LIGHT POLE
 AA3964'IN FRONT OF AN OLD SCHOOL BUILDING (PRESENTLY A BUSINESS) IN THE
 AA3964'NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 353 (TENDER LANE).
 AA3964'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA3964'HIGHWAY, 16.6 FEET (5.1 M) NORTH OF THE NORTH CORNER OF A METAL DRAIN
 AA3964'GRATE, 67.4 FEET (20.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 AA3964'PLANTER NEAR THE MAIN ENTRANCE OF THE BUILDING, 78.3 FEET (23.9 M)
 AA3964'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 71.6 FEET (21.8 M) WEST
 AA3964'OF THE CENTER OF THE ROAD, 3.7 FEET (1.1 M) EAST OF THE SECURITY LIGHT
 AA3964'POLE WITH GUY WIRE, 48.5 FEET (14.8 M) NORTHWEST OF A FIRE HYDRANT,
 AA3964'56.1 FEET (17.1 M) EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE
 AA3964'BUILDING, 3.8 FEET (1.2 M) EAST OF A WITNESS POST. DESCRIBED BY T.
 AA3964'HALL.
 AA3964
 AA3964                          STATION RECOVERY (1994)
 AA3964
 AA3964'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA3964'RECOVERED AS DESCRIBED, LEVELING TO HARN STATIONS, SC, PHASE II.
 AA3964
 AA3964                          STATION RECOVERY (1997)
 AA3964
 AA3964'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AA3964'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3966 ***********************************************************************
 AA3966  DESIGNATION -  20 032
 AA3966  PID         -  AA3966
 AA3966  STATE/COUNTY-  SC/FAIRFIELD
 AA3966  USGS QUAD   -  GREAT FALLS (1969)
 AA3966
 AA3966                         *CURRENT SURVEY CONTROL
 AA3966  ___________________________________________________________________
 AA3966* NAD 83(1986)-  34 31 52.     (N)    080 56 58.     (W)     SCALED    
 AA3966* NAVD 88     -       168.957  (meters)     554.32   (feet)  ADJUSTED  
 AA3966  ___________________________________________________________________
 AA3966  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AA3966  DYNAMIC HT  -         168.795 (meters)     553.79  (feet)  COMP
 AA3966  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 AA3966
 AA3966  VERT ORDER  -  FIRST     CLASS II
 AA3966
 AA3966.The horizontal coordinates were scaled from a topographic map and have
 AA3966.an estimated accuracy of +/- 6 seconds.
 AA3966
 AA3966.The orthometric height was determined by differential leveling
 AA3966.and adjusted by the National Geodetic Survey in September 1998..
 AA3966
 AA3966.The geoid height was determined by GEOID03.
 AA3966
 AA3966.The dynamic height is computed by dividing the NAVD 88
 AA3966.geopotential number by the normal gravity value computed on the
 AA3966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3966.degrees latitude (g = 980.6199 gals.).
 AA3966
 AA3966.The modeled gravity was interpolated from observed gravity values.
 AA3966
 AA3966;                    North         East    Units  Estimated Accuracy
 AA3966;SPC SC       -   299,180.      614,240.      MT  (+/- 180 meters Scaled)
 AA3966
 AA3966                          SUPERSEDED SURVEY CONTROL
 AA3966
 AA3966.No superseded survey control is available for this station.
 AA3966
 AA3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU046210(NAD 83)
 AA3966_MARKER: DD = SURVEY DISK
 AA3966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3966_STAMPING: 20 032 1993
 AA3966_MARK LOGO: SCGS  
 AA3966_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3966+STABILITY: SURFACE MOTION
 AA3966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3966+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3966
 AA3966  HISTORY     - Date     Condition        Report By
 AA3966  HISTORY     - 1993     MONUMENTED       SCGS
 AA3966
 AA3966                          STATION DESCRIPTION
 AA3966
 AA3966'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3966'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTHWEST OF GREAT FALLS.
 AA3966'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3966'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3966'OF STATE HIGHWAY 200 AND U.S. HIGHWAY 21, 2.35 MILES (3.78 KM) SOUTH
 AA3966'SOUTHWEST OF GREAT FALLS, GO SOUTHWEST ON HIGHWAY 200 FOR 2.1 MILES
 AA3966'(3.4 KM) TO THE JUNCTION OF STATE ROAD 312, CONTINUE ON HIGHWAY 200
 AA3966'FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR THE NORTHEAST
 AA3966'CORNER OF A BRICK SIGN BOX FOR THE BETHESDA UNITED METHODIST CHURCH.
 AA3966'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 AA3966'ABOVE THE HIGHWAY, 36.7 FEET (11.2 M) SOUTH SOUTHEAST OF THE CENTER OF
 AA3966'THE HIGHWAY, 3.2 FEET (1.0 M) EAST OF THE NORTHEAST CORNER OF THE
 AA3966'CHURCH SIGN BOX, 69.7 FEET (21.2 M) NORTH OF THE NORTHWEST CORNER OF
 AA3966'THE CHURCH, 92.7 FEET (28.3 M) WEST SOUTHWEST OF A FIRE HYDRANT, 67.8
 AA3966'FEET (20.7 M) NORTH NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH.
 AA3966'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3967 ***********************************************************************
 AA3967  DESIGNATION -  20 033
 AA3967  PID         -  AA3967
 AA3967  STATE/COUNTY-  SC/FAIRFIELD
 AA3967  USGS QUAD   -  GREAT FALLS (1969)
 AA3967
 AA3967                         *CURRENT SURVEY CONTROL
 AA3967  ___________________________________________________________________
 AA3967* NAD 83(2001)-  34 32 10.95178(N)    080 56 01.94632(W)     ADJUSTED  
 AA3967* NAVD 88     -       155.112  (meters)     508.90   (feet)  ADJUSTED  
 AA3967  ___________________________________________________________________
 AA3967  X           -     828,818.492 (meters)                     COMP
 AA3967  Y           -  -5,194,148.683 (meters)                     COMP
 AA3967  Z           -   3,595,687.384 (meters)                     COMP
 AA3967  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AA3967  ELLIP HEIGHT-         124.63  (meters)          (03/13/03) GPS OBS
 AA3967  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AA3967  DYNAMIC HT  -         154.963 (meters)     508.41  (feet)  COMP
 AA3967  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 AA3967
 AA3967  HORZ ORDER  -  FIRST
 AA3967  VERT ORDER  -  FIRST     CLASS II
 AA3967  ELLP ORDER  -  FOURTH    CLASS II
 AA3967
 AA3967.The horizontal coordinates were established by GPS observations
 AA3967.and adjusted by the National Geodetic Survey in March 2003..
 AA3967
 AA3967.The orthometric height was determined by differential leveling
 AA3967.and adjusted by the National Geodetic Survey in September 1998..
 AA3967
 AA3967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3967
 AA3967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3967
 AA3967.The ellipsoidal height was determined by GPS observations
 AA3967.and is referenced to NAD 83.
 AA3967
 AA3967.The geoid height was determined by GEOID03.
 AA3967
 AA3967.The dynamic height is computed by dividing the NAVD 88
 AA3967.geopotential number by the normal gravity value computed on the
 AA3967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3967.degrees latitude (g = 980.6199 gals.).
 AA3967
 AA3967.The modeled gravity was interpolated from observed gravity values.
 AA3967
 AA3967;                    North         East     Units Scale Factor Converg.
 AA3967;SPC SC       -   299,766.798   615,669.815   MT  0.99990800   +0 02 12.0
 AA3967;SPC SC       -   983,486.87  2,019,914.09   iFT  0.99990800   +0 02 12.0
 AA3967;UTM  17      - 3,821,632.818   506,067.946   MT  0.99960045   +0 02 15.0
 AA3967
 AA3967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3967!SPC SC       -   0.99998044  x   0.99990800  =   0.99988844
 AA3967!UTM  17      -   0.99998044  x   0.99960045  =   0.99958089
 AA3967
 AA3967                          SUPERSEDED SURVEY CONTROL
 AA3967
 AA3967  NAD 83(1995)-  34 32 10.95186(N)    080 56 01.94609(W) AD(       ) 1
 AA3967  ELLIP H (12/20/99)  124.63   (m)                       GP(       ) 4 1
 AA3967  NAD 83(1986)-  34 32 10.96908(N)    080 56 01.95059(W) AD(       ) 1
 AA3967  NAVD 88 (12/20/95)  155.11   (m)          508.9    (f) LEVELING    3  
 AA3967
 AA3967.Superseded values are not recommended for survey control.
 AA3967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3967.See file dsdata.txt to determine how the superseded data were derived.
 AA3967
 AA3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0606821633(NAD 83)
 AA3967_MARKER: DD = SURVEY DISK
 AA3967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3967_SP_SET: CONCRETE POST
 AA3967_STAMPING: 20 033 1993
 AA3967_MARK LOGO: SCGS  
 AA3967_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3967+STABILITY: SURFACE MOTION
 AA3967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3967+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1994
 AA3967
 AA3967  HISTORY     - Date     Condition        Report By
 AA3967  HISTORY     - 1993     MONUMENTED       SCGS
 AA3967  HISTORY     - 19941109 GOOD             SCGS
 AA3967  HISTORY     - 19970618 GOOD             SCGS
 AA3967
 AA3967                          STATION DESCRIPTION
 AA3967
 AA3967'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3967'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTHWEST OF GREAT FALLS.
 AA3967'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3967'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3967'OF STATE HIGHWAY 200 AND U.S. HIGHWAY 21, 2.35 MILES (3.78 KM) SOUTH
 AA3967'SOUTHWEST OF GREAT FALLS, GO SOUTHWEST ON HIGHWAY 200 FOR 1.25 MILES
 AA3967'(2.01 KM) TO THE STATION NEAR THE NORTHEAST CORNER OF A BRICK FACE
 AA3967'CONCRETE BLOCK BUILDING (FORMER VOLUNTEER FIRE DEPARTMENT) IN THE
 AA3967'SOUTHWEST ANGLE OF THE 2ND JUNCTION OF STATE ROAD 281 (EDWARDS
 AA3967'CIRCLE). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AA3967'WITH THE HIGHWAY, 81.0 FEET (24.7 M) NORTHWEST OF A POWER POLE NUMBER
 AA3967'7/5135/42 WITH A TRANSFORMER AND TWO GUY WIRES, 55.2 FEET (16.8 M)
 AA3967'SOUTH OF THE CENTER OF THE HIGHWAY, 81.3 FEET (24.8 M) WEST OF THE
 AA3967'CENTER OF ROAD 281, 5.6 FEET (1.7 M) EAST OF THE NORTHEAST CORNER OF
 AA3967'THE BUILDING, 3.6 FEET (1.1 M) SOUTH OF A SECURITY LIGHT POLE, 6.3
 AA3967'FEET (1.9 M) EAST SOUTHEAST OF A TERRA COTTA PIPE AROUND A WATER
 AA3967'SHUT-OFF VALVE, 4.0 FEET (1.2 M) SOUTH OF A WITNESS POST. DESCRIBED BY
 AA3967'T. HALL.
 AA3967
 AA3967                          STATION RECOVERY (1994)
 AA3967
 AA3967'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA3967'RECOVERED AS DESCRIBED, LEVELING TO HARN STATIONS, SC, PHASE II.
 AA3967
 AA3967                          STATION RECOVERY (1997)
 AA3967
 AA3967'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AA3967'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4229 ***********************************************************************
 AA4229  DESIGNATION -  20 034
 AA4229  PID         -  AA4229
 AA4229  STATE/COUNTY-  SC/FAIRFIELD
 AA4229  USGS QUAD   -  WINNSBORO MILLS (1969)
 AA4229
 AA4229                         *CURRENT SURVEY CONTROL
 AA4229  ___________________________________________________________________
 AA4229* NAD 83(1986)-  34 19 34.     (N)    081 04 55.     (W)     SCALED    
 AA4229* NAVD 88     -       165.655  (meters)     543.49   (feet)  ADJUSTED  
 AA4229  ___________________________________________________________________
 AA4229  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AA4229  DYNAMIC HT  -         165.491 (meters)     542.95  (feet)  COMP
 AA4229  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 AA4229
 AA4229  VERT ORDER  -  FIRST     CLASS II
 AA4229
 AA4229.The horizontal coordinates were scaled from a topographic map and have
 AA4229.an estimated accuracy of +/- 6 seconds.
 AA4229
 AA4229.The orthometric height was determined by differential leveling
 AA4229.and adjusted by the National Geodetic Survey in September 1998..
 AA4229
 AA4229.The geoid height was determined by GEOID03.
 AA4229
 AA4229.The dynamic height is computed by dividing the NAVD 88
 AA4229.geopotential number by the normal gravity value computed on the
 AA4229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4229.degrees latitude (g = 980.6199 gals.).
 AA4229
 AA4229.The modeled gravity was interpolated from observed gravity values.
 AA4229
 AA4229;                    North         East    Units  Estimated Accuracy
 AA4229;SPC SC       -   276,450.      602,060.      MT  (+/- 180 meters Scaled)
 AA4229
 AA4229                          SUPERSEDED SURVEY CONTROL
 AA4229
 AA4229.No superseded survey control is available for this station.
 AA4229
 AA4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT924983(NAD 83)
 AA4229_MARKER: DD = SURVEY DISK
 AA4229_SETTING: 66 = SET IN ROCK OUTCROP
 AA4229_STAMPING: 20 034 1994
 AA4229_MARK LOGO: SCGS  
 AA4229_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4229+STABILITY: POSITION/ELEVATION WELL
 AA4229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4229+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4229
 AA4229  HISTORY     - Date     Condition        Report By
 AA4229  HISTORY     - 1994     MONUMENTED       SCGS
 AA4229
 AA4229                          STATION DESCRIPTION
 AA4229
 AA4229'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4229'STATION IS LOCATED 3.75 MILES (6.03 KM) SOUTH OF WINNSBORO.
 AA4229'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4229'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4229'OF U.S. HIGHWAY 321 AND STATE HIGHWAY 269, 3.6 MILES (5.8 KM) SOUTH OF
 AA4229'WINNSBORO, GO SOUTH SOUTHWEST ON HIGHWAY 321 FOR 0.1 MILE (0.2 KM) TO
 AA4229'THE STATION ON THE LEFT IN ROCK OUTCROP NEAR A BARBED WIRE FENCE IN
 AA4229'THE SOUTHEAST ANGLE OF A FIELD ACCESS ROAD LEADING EAST SOUTHEAST.
 AA4229'STATION IS A DRILL MARK IN ROCK OUTCROP AND 0.5 FOOT (15.2 CM) ABOVE
 AA4229'THE ACCESS ROAD, 52.5 FEET (16.0 M) EAST SOUTHEAST OF THE CENTER OF
 AA4229'THE NORTHBOUND LANES OF THE HIGHWAY, 17.1 FEET (5.2 M) SOUTH SOUTHWEST
 AA4229'OF THE CENTER OF THE ACCESS ROAD, 13.5 FEET (4.1 M) WEST OF THE SOUTH
 AA4229'GATE POST (WITH A SCGS REFERENCE WASHER ATTACHED) OF A TUBULAR METAL
 AA4229'GATE ACROSS THE ACCESS ROAD, 203.9 FEET (62.1 M) NORTH NORTHEAST OF A
 AA4229'POWER POLE NUMBER 333248 WITH TWO GUY WIRES, 12.9 FEET (3.9 M) WEST OF
 AA4229'A WITNESS POST IN THE FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4227 ***********************************************************************
 AA4227  DESIGNATION -  20 035
 AA4227  PID         -  AA4227
 AA4227  STATE/COUNTY-  SC/FAIRFIELD
 AA4227  USGS QUAD   -  WINNSBORO MILLS (1969)
 AA4227
 AA4227                         *CURRENT SURVEY CONTROL
 AA4227  ___________________________________________________________________
 AA4227* NAD 83(1986)-  34 20 26.     (N)    081 04 45.     (W)     SCALED    
 AA4227* NAVD 88     -       169.342  (meters)     555.58   (feet)  ADJUSTED  
 AA4227  ___________________________________________________________________
 AA4227  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AA4227  DYNAMIC HT  -         169.175 (meters)     555.03  (feet)  COMP
 AA4227  MODELED GRAV-     979,643.9   (mgal)                       NAVD 88
 AA4227
 AA4227  VERT ORDER  -  FIRST     CLASS II
 AA4227
 AA4227.The horizontal coordinates were scaled from a topographic map and have
 AA4227.an estimated accuracy of +/- 6 seconds.
 AA4227
 AA4227.The orthometric height was determined by differential leveling
 AA4227.and adjusted by the National Geodetic Survey in September 1998..
 AA4227
 AA4227.The geoid height was determined by GEOID03.
 AA4227
 AA4227.The dynamic height is computed by dividing the NAVD 88
 AA4227.geopotential number by the normal gravity value computed on the
 AA4227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4227.degrees latitude (g = 980.6199 gals.).
 AA4227
 AA4227.The modeled gravity was interpolated from observed gravity values.
 AA4227
 AA4227;                    North         East    Units  Estimated Accuracy
 AA4227;SPC SC       -   278,050.      602,320.      MT  (+/- 180 meters Scaled)
 AA4227
 AA4227                          SUPERSEDED SURVEY CONTROL
 AA4227
 AA4227.No superseded survey control is available for this station.
 AA4227
 AA4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT927999(NAD 83)
 AA4227_MARKER: DD = SURVEY DISK
 AA4227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4227_STAMPING: 20 035 1994
 AA4227_MARK LOGO: SCGS  
 AA4227_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4227+STABILITY: SURFACE MOTION
 AA4227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4227+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4227
 AA4227  HISTORY     - Date     Condition        Report By
 AA4227  HISTORY     - 1994     MONUMENTED       SCGS
 AA4227
 AA4227                          STATION DESCRIPTION
 AA4227
 AA4227'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4227'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTH OF WINNSBORO.
 AA4227'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4227'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4227'OF STATE HIGHWAYS 213, 34 AND U.S. HIGHWAY 321 BUSINESS, 2.3 MILES
 AA4227'(3.7 KM) SOUTH OF WINNSBORO, GO SOUTH SOUTHEAST ON HIGHWAY 34 FOR 0.7
 AA4227'MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 34 (INDUSTRIAL PARK ROAD
 AA4227'AND GOLF COURSE ROAD) AND THE STATION NEAR A CONCRETE HIGH-TENSION
 AA4227'LINE POLE IN THE WEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE
 AA4227'POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) BELOW THE HIGHWAY,
 AA4227'90.2 FEET (27.5 M) EAST OF THE EAST END OF A 1.2-FOOT CONCRETE PIPE
 AA4227'CULVERT BENEATH ROAD 34, 80.0 FEET (24.4 M) SOUTHWEST OF THE CENTER OF
 AA4227'THE HIGHWAY, 93.0 FEET (28.3 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 AA4227'ROAD, 18.2 FEET (5.5 M) WEST NORTHWEST OF THE LINE POLE NUMBER 137,
 AA4227'116.0 FEET (35.4 M) WEST NORTHWEST OF A FIBER OPTIC WARNING POST, 1.3
 AA4227'FEET (0.4 M) NORTH OF A WITNESS POST IN A BARBED WIRE FENCE LINE.
 AA4227'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4231 ***********************************************************************
 AA4231  DESIGNATION -  20 036
 AA4231  PID         -  AA4231
 AA4231  STATE/COUNTY-  SC/FAIRFIELD
 AA4231  USGS QUAD   -  WINNSBORO MILLS (1969)
 AA4231
 AA4231                         *CURRENT SURVEY CONTROL
 AA4231  ___________________________________________________________________
 AA4231* NAD 83(1986)-  34 22 07.     (N)    081 04 39.     (W)     SCALED    
 AA4231* NAVD 88     -       163.223  (meters)     535.51   (feet)  ADJUSTED  
 AA4231  ___________________________________________________________________
 AA4231  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA4231  DYNAMIC HT  -         163.063 (meters)     534.98  (feet)  COMP
 AA4231  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 AA4231
 AA4231  VERT ORDER  -  FIRST     CLASS II
 AA4231
 AA4231.The horizontal coordinates were scaled from a topographic map and have
 AA4231.an estimated accuracy of +/- 6 seconds.
 AA4231
 AA4231.The orthometric height was determined by differential leveling
 AA4231.and adjusted by the National Geodetic Survey in September 1998..
 AA4231
 AA4231.The geoid height was determined by GEOID03.
 AA4231
 AA4231.The dynamic height is computed by dividing the NAVD 88
 AA4231.geopotential number by the normal gravity value computed on the
 AA4231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4231.degrees latitude (g = 980.6199 gals.).
 AA4231
 AA4231.The modeled gravity was interpolated from observed gravity values.
 AA4231
 AA4231;                    North         East    Units  Estimated Accuracy
 AA4231;SPC SC       -   281,160.      602,470.      MT  (+/- 180 meters Scaled)
 AA4231
 AA4231                          SUPERSEDED SURVEY CONTROL
 AA4231
 AA4231.No superseded survey control is available for this station.
 AA4231
 AA4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU928030(NAD 83)
 AA4231_MARKER: DD = SURVEY DISK
 AA4231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4231_STAMPING: 20 036 1994
 AA4231_MARK LOGO: SCGS  
 AA4231_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4231+STABILITY: SURFACE MOTION
 AA4231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4231+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4231
 AA4231  HISTORY     - Date     Condition        Report By
 AA4231  HISTORY     - 1993     MONUMENTED       SCGS
 AA4231
 AA4231                          STATION DESCRIPTION
 AA4231
 AA4231'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4231'STATION IS LOCATED IN WINNSBORO. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4231'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 213, 34 AND
 AA4231'U.S. HIGHWAY 321 BUSINESS, 2.3 MILES (3.7 KM) SOUTH OF WINNSBORO, GO
 AA4231'NORTH NORTHEAST ON HIGHWAY 321 BUSINESS FOR 1.7 MILES (2.7 KM) TO THE
 AA4231'JUNCTION OF STATE ROAD 21 (OLD CAMDEN ROAD), TURN RIGHT ON ROAD 21 FOR
 AA4231'0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 133 (FOREST HILLS
 AA4231'DRIVE), TURN LEFT ON ROAD 133 FOR 0.2 MILE (0.3 KM) TO THE STATION ON
 AA4231'THE LEFT CENTERED BENEATH HIGH-TENSION LINE TOWER NUMBER 149, 0.05
 AA4231'MILE (0.08 KM) SOUTHWEST OF THE JUNCTION OF STATE ROAD 98 (PALMETTO
 AA4231'AVENUE). STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 60.5 FEET
 AA4231'(18.4 M) NORTH OF THE CENTER OF ROAD 133, 64.0 FEET (19.5 M) WEST
 AA4231'NORTHWEST OF A POWER POLE NUMBER 3213, 202.6 FEET (61.8 M) WEST
 AA4231'SOUTHWEST OF A FIRE HYDRANT, 69.3 FEET (21.1 M) NORTHEAST OF A POWER
 AA4231'POLE 3210D WITH A STREET LIGHT, TRANSFORMER AND A GUY WIRE, 92.4 FEET
 AA4231'(28.2 M) SOUTH OF THE SOUTH CORNER OF A CHAIN LINK FENCE SURROUNDING A
 AA4231'POOL, 10.3 FEET (3.1 M) NORTHEAST OF A WITNESS POST AT THE SOUTHWEST
 AA4231'LEG OF THE TOWER. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4235 ***********************************************************************
 AA4235  DESIGNATION -  20 037
 AA4235  PID         -  AA4235
 AA4235  STATE/COUNTY-  SC/FAIRFIELD
 AA4235  USGS QUAD   -  WINNSBORO (1969)
 AA4235
 AA4235                         *CURRENT SURVEY CONTROL
 AA4235  ___________________________________________________________________
 AA4235* NAD 83(1986)-  34 22 32.     (N)    081 05 41.     (W)     SCALED    
 AA4235* NAVD 88     -       139.320  (meters)     457.09   (feet)  ADJUSTED  
 AA4235  ___________________________________________________________________
 AA4235  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA4235  DYNAMIC HT  -         139.182 (meters)     456.63  (feet)  COMP
 AA4235  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 AA4235
 AA4235  VERT ORDER  -  FIRST     CLASS II
 AA4235
 AA4235.The horizontal coordinates were scaled from a topographic map and have
 AA4235.an estimated accuracy of +/- 6 seconds.
 AA4235
 AA4235.The orthometric height was determined by differential leveling
 AA4235.and adjusted by the National Geodetic Survey in September 1998..
 AA4235
 AA4235.The geoid height was determined by GEOID03.
 AA4235
 AA4235.The dynamic height is computed by dividing the NAVD 88
 AA4235.geopotential number by the normal gravity value computed on the
 AA4235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4235.degrees latitude (g = 980.6199 gals.).
 AA4235
 AA4235.The modeled gravity was interpolated from observed gravity values.
 AA4235
 AA4235;                    North         East    Units  Estimated Accuracy
 AA4235;SPC SC       -   281,930.      600,890.      MT  (+/- 180 meters Scaled)
 AA4235
 AA4235                          SUPERSEDED SURVEY CONTROL
 AA4235
 AA4235.No superseded survey control is available for this station.
 AA4235
 AA4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU912038(NAD 83)
 AA4235_MARKER: DD = SURVEY DISK
 AA4235_SETTING: 66 = SET IN ROCK OUTCROP
 AA4235_STAMPING: 20 037 1994
 AA4235_MARK LOGO: SCGS  
 AA4235_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4235+STABILITY: POSITION/ELEVATION WELL
 AA4235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4235+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4235
 AA4235  HISTORY     - Date     Condition        Report By
 AA4235  HISTORY     - 1994     MONUMENTED       SCGS
 AA4235
 AA4235                          STATION DESCRIPTION
 AA4235
 AA4235'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4235'STATION IS LOCATED 0.6 MILE (1.0 KM) SOUTHWEST WINNSBORO.
 AA4235'OWNERSHIP--HENRY BAUGHMAN, 608 WEST WASHINGTON STREET, WINNSBORO, SC
 AA4235'29180, PHONE 803-635-5300. TO REACH THE STATION FROM THE JUNCTION OF
 AA4235'U.S. HIGHWAY 321 BUSINESS AND STATE HIGHWAY 200, 1.9 MILES (3.1 KM)
 AA4235'NORTH OF WINNSBORO, GO SOUTH SOUTHEAST ON HIGHWAY 321 BUSINESS FOR 0.9
 AA4235'MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 61 (WASHINGTON STREET),
 AA4235'TURN RIGHT ON ROAD 61 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE
 AA4235'RIGHT NEAR THE SOUTH CORNER OF A BRICK HOUSE NUMBER 608, 0.1 MILE (0.2
 AA4235'KM) NORTHEAST OF THE JUNCTION OF STATE ROAD 88 (WEST MOULTRIE STREET).
 AA4235'STATION IS A DRILL MARK IN ROCK OUTCROP AND 1.5 FEET (0.5 M) ABOVE THE
 AA4235'ROAD, 85.3 FEET (26.0 M) WEST NORTHWEST OF THE CENTER OF THE ROAD,
 AA4235'17.7 FEET (5.4 M) EAST OF THE SOUTH CORNER OF THE HOUSE, 60.3 FEET
 AA4235'(18.4 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE DRIVEWAY
 AA4235'LEADING TO THE HOUSE, 87.0 FEET (26.5 M) WEST SOUTHWEST OF A POWER
 AA4235'POLE NUMBER 2932 WITH A STREET LIGHT. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3275 ***********************************************************************
 DE3275  DESIGNATION -  20 NE 13
 DE3275  PID         -  DE3275
 DE3275  STATE/COUNTY-  SC/AIKEN
 DE3275  USGS QUAD   -  AIKEN NW (1982)
 DE3275
 DE3275                         *CURRENT SURVEY CONTROL
 DE3275  ___________________________________________________________________
 DE3275* NAD 83(1986)-  33 40 05.     (N)    081 40 27.     (W)     SCALED    
 DE3275* NAVD 88     -       157.475  (meters)     516.65   (feet)  ADJUSTED  
 DE3275  ___________________________________________________________________
 DE3275  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DE3275  DYNAMIC HT  -         157.308 (meters)     516.10  (feet)  COMP
 DE3275  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 DE3275
 DE3275  VERT ORDER  -  FIRST     CLASS II
 DE3275
 DE3275.The horizontal coordinates were scaled from a topographic map and have
 DE3275.an estimated accuracy of +/- 6 seconds.
 DE3275
 DE3275.The orthometric height was determined by differential leveling
 DE3275.and adjusted by the National Geodetic Survey in April 1994..
 DE3275
 DE3275.The geoid height was determined by GEOID03.
 DE3275
 DE3275.The dynamic height is computed by dividing the NAVD 88
 DE3275.geopotential number by the normal gravity value computed on the
 DE3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3275.degrees latitude (g = 980.6199 gals.).
 DE3275
 DE3275.The modeled gravity was interpolated from observed gravity values.
 DE3275
 DE3275;                    North         East    Units  Estimated Accuracy
 DE3275;SPC SC       -   203,670.      547,090.      MT  (+/- 180 meters Scaled)
 DE3275
 DE3275                          SUPERSEDED SURVEY CONTROL
 DE3275
 DE3275.No superseded survey control is available for this station.
 DE3275
 DE3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT375255(NAD 83)
 DE3275_MARKER: P = PIPE CAP
 DE3275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3275_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3275_STAMPING: 20 NE 13
 DE3275_MARK LOGO: SC0020
 DE3275_PROJECTION: RECESSED 8 CENTIMETERS
 DE3275_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3275+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 DE3275_ROD/PIPE-DEPTH: 0.76 meters
 DE3275
 DE3275  HISTORY     - Date     Condition        Report By
 DE3275  HISTORY     - UNK      MONUMENTED       SC0020
 DE3275  HISTORY     - 19920910 GOOD             SCGS
 DE3275  HISTORY     - 20000724 GOOD             SCGS
 DE3275
 DE3275                          STATION DESCRIPTION
 DE3275
 DE3275'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3275'STATION IS LOCATED 7.95 MILES (12.79 KM) NORTH NORTHEAST OF AIKEN, 8.4
 DE3275'MILES (13.5 KM) NORTHEAST OF VAUCLUSE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3275'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3275'803-737-1350.
 DE3275'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND
 DE3275'U.S. HIGHWAY 1, 7.8 MILES (12.6 KM) NORTH NORTHEAST OF AIKEN, GO
 DE3275'NORTH ON HIGHWAY 1 FOR 0.10 MILE (0.16 KM) TO THE STATION ON THE LEFT
 DE3275'NEAR A FENCELINE, 0.05 MILE (0.08 KM) SOUTH OF THE JUNCTION OF STATE
 DE3275'ROAD 153 (SHILOH CHURCH ROAD).
 DE3275'STATION IS A PIPE MARK WITH CAP RECESSED 0.3 FOOT (9.1 CM) AND 1.0
 DE3275'FOOT (0.3 M) BELOW THE ROAD, 31.8 FEET (9.7 M) WEST OF THE CENTER OF
 DE3275'THE SOUTH BOUND LANES OF THE HIGHWAY, 60.4 FEET (18.4 M) NORTH
 DE3275'NORTHEAST OF A POWER POLE WITH ONE TRANSFORMER NUMBER
 DE3275'03958/374-20-2.3-3.4 AND WITH A TELEPHONE JUNCTION BOX AT THE BASE,
 DE3275'6.4 FEET (2.0 M) NORTH OF A FENCE POST WITH A SCGS REFERENCE WASHER
 DE3275'ATTACHED, 6.3 FEET (1.9 M) NORTH OF A WITNESS POST AT A FENCE LINE.
 DE3275'RECOVERED BY T. HALL.
 DE3275
 DE3275                          STATION RECOVERY (2000)
 DE3275
 DE3275'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3275'STATION IS LOCATED 7.8 MILES (12.6 KM) NORTHEAST OF AIKEN, 12.1 MILES
 DE3275'(19.5 KM) SOUTH OF RIDGE SPRING.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3275'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3275'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE3275'INTERSTATE 20 AND U.S.  HIGHWAY 1 (EXIT 22) , 7.5 MILES (12.1 KM)
 DE3275'NORTHEAST OF AIKEN, GO NORTH ON HIGHWAY 1 FOR 0.1 MILE (0.2 KM) TO THE
 DE3275'STATION ON THE LEFT NEAR A FENCE LINE, 0.05 MILE (0.08 KM) SOUTH OF
 DE3275'THE JUNCTION OF STATE ROAD 153 (SHILOH CHURCH ROAD) .  STATION IS AN
 DE3275'ALUMINUM PIPE MARK WITH CAP RECESSED 0.3 FOOT (9.1 CM) AND 1.0 FOOT
 DE3275'(0.3 M) BELOW THE HIGHWAY, 31.9 FEET (9.7 M) WEST OF THE CENTER OF THE
 DE3275'SOUTHBOUND LANES OF THE HIGHWAY, 60.0 FEET (18.3 M) NORTH NORTHEAST OF
 DE3275'A POWER POLE NUMBER 03958/374-20-2.3-3.4 WITH A TRANSFORMER, 6.5 FEET
 DE3275'(2.0 M) EAST OF THE FENCE LINE, 6.5 FEET (2.0 M) EAST OF A WOODEN
 DE3275'FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 6.3 FEET (1.9 M)
 DE3275'EAST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1498 ***********************************************************************
 CK1498  DESIGNATION -  20 RESET
 CK1498  PID         -  CK1498
 CK1498  STATE/COUNTY-  SC/COLLETON
 CK1498  USGS QUAD   -  WHITE HALL (1988)
 CK1498
 CK1498                         *CURRENT SURVEY CONTROL
 CK1498  ___________________________________________________________________
 CK1498* NAD 83(1986)-  32 43 28.     (N)    080 40 10.     (W)     SCALED    
 CK1498* NAVD 88     -         5.89   (+/-2cm)      19.3    (feet)  VERTCON   
 CK1498  ___________________________________________________________________
 CK1498  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK1498
 CK1498  VERT ORDER  -  ? (See Below)
 CK1498
 CK1498.The horizontal coordinates were scaled from a topographic map and have
 CK1498.an estimated accuracy of +/- 6 seconds.
 CK1498
 CK1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK1498.The vertical order pertains to the NGVD 29 superseded value.
 CK1498
 CK1498.The geoid height was determined by GEOID03.
 CK1498
 CK1498;                    North         East    Units  Estimated Accuracy
 CK1498;SPC SC       -    98,880.      640,590.      MT  (+/- 180 meters Scaled)
 CK1498
 CK1498                          SUPERSEDED SURVEY CONTROL
 CK1498
 CK1498  NGVD 29 (??/??/92)    6.165  (m)           20.23   (f) ADJ UNCH    ?  
 CK1498
 CK1498.Superseded values are not recommended for survey control.
 CK1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1498.See file dsdata.txt to determine how the superseded data were derived.
 CK1498
 CK1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS309207(NAD 83)
 CK1498_MARKER: DD = SURVEY DISK
 CK1498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1498_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1498_STAMPING: 20 1917
 CK1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1498
 CK1498  HISTORY     - Date     Condition        Report By
 CK1498  HISTORY     - 1933     MONUMENTED       USGS
 CK1498  HISTORY     - 1961     MARK NOT FOUND   NGS
 CK1498  HISTORY     - 1974     MARK NOT FOUND   NGS
 CK1498  HISTORY     - 1979     MARK NOT FOUND   DMA
 CK1498
 CK1498                          STATION DESCRIPTION
 CK1498
 CK1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1498'3 MI W FROM GREEN POND.
 CK1498'3.0 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 CK1498'STATION AT GREEN POND COLLETON COUNTY, 35 FEET EAST OF MILEPOST
 CK1498'C 50 40 FEET NORTH OF THE CENTERLINE OF THE SOUTHBOUND MAIN
 CK1498'TRACK, AND 10 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD.  A
 CK1498'U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 20 1917 AND RIVETED
 CK1498'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 CK1498
 CK1498                          STATION RECOVERY (1974)
 CK1498
 CK1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK1498'MARK NOT FOUND.
 CK1498
 CK1498                          STATION RECOVERY (1979)
 CK1498
 CK1498'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8555 ***********************************************************************
 DE8555  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8555  DESIGNATION -  20 SL
 DE8555  PID         -  DE8555
 DE8555  STATE/COUNTY-  SC/AIKEN
 DE8555  USGS QUAD   -  WAGENER (1986)
 DE8555
 DE8555                         *CURRENT SURVEY CONTROL
 DE8555  ___________________________________________________________________
 DE8555* NAD 83(2001)-  33 42 13.16925(N)    081 21 25.02174(W)     ADJUSTED  
 DE8555* NAVD 88     -       139.05   (meters)     456.2    (feet)  GPS OBS   
 DE8555  ___________________________________________________________________
 DE8555  X           -     798,226.523 (meters)                     COMP
 DE8555  Y           -  -5,251,337.945 (meters)                     COMP
 DE8555  Z           -   3,519,208.547 (meters)                     COMP
 DE8555  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 DE8555  ELLIP HEIGHT-         108.11  (meters)          (03/13/03) GPS OBS
 DE8555  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DE8555
 DE8555  HORZ ORDER  -  FIRST
 DE8555  ELLP ORDER  -  FOURTH    CLASS II
 DE8555
 DE8555.The horizontal coordinates were established by GPS observations
 DE8555.and adjusted by the National Geodetic Survey in March 2003..
 DE8555
 DE8555.The orthometric height was determined by GPS observations and a
 DE8555.high-resolution geoid model using precise GPS observation and
 DE8555.processing techniques.
 DE8555
 DE8555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8555
 DE8555.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8555
 DE8555.The ellipsoidal height was determined by GPS observations
 DE8555.and is referenced to NAD 83.
 DE8555
 DE8555.The geoid height was determined by GEOID03.
 DE8555
 DE8555;                    North         East     Units Scale Factor Converg.
 DE8555;SPC SC       -   207,468.577   576,516.022   MT  0.99979384   -0 11 52.4
 DE8555;SPC SC       -   680,671.18  1,891,456.77   iFT  0.99979384   -0 11 52.4
 DE8555;UTM  17      - 3,729,356.145   466,922.288   MT  0.99961349   -0 11 53.1
 DE8555
 DE8555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8555!SPC SC       -   0.99998303  x   0.99979384  =   0.99977687
 DE8555!UTM  17      -   0.99998303  x   0.99961349  =   0.99959652
 DE8555
 DE8555                          SUPERSEDED SURVEY CONTROL
 DE8555
 DE8555  NAD 83(1986)-  33 42 13.17991(N)    081 21 25.02054(W) AD(       ) 1
 DE8555  NAD 83(1995)-  33 42 13.16899(N)    081 21 25.02139(W) AD(       ) 1
 DE8555  ELLIP H (11/18/02)  108.10   (m)                       GP(       ) 4 2
 DE8555
 DE8555.Superseded values are not recommended for survey control.
 DE8555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8555.See file dsdata.txt to determine how the superseded data were derived.
 DE8555
 DE8555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6692229356(NAD 83)
 DE8555_MARKER: DB = BENCH MARK DISK
 DE8555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8555_STAMPING: 1934 20 SL
 DE8555_MARK LOGO: USGS  
 DE8555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8555+STABILITY: SURFACE MOTION
 DE8555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8555+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2001
 DE8555
 DE8555  HISTORY     - Date     Condition        Report By
 DE8555  HISTORY     - 1934     MONUMENTED       USGS
 DE8555  HISTORY     - 20010118 GOOD             SCGS
 DE8555
 DE8555                          STATION DESCRIPTION
 DE8555
 DE8555'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DE8555'STATION IS LOCATED 3.65 MILES (5.87 KM) NORTH OF WAGENER, 23.15 MILES
 DE8555'(37.26 KM) EAST NORTHEAST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE8555'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE8555'803-737-1350.  TO REACH THE STATION FROM THE NORTHERN JUNCTION OF
 DE8555'STATE HIGHWAYS 302 AND 113 (SAND DAM ROAD) IN WAGENER, GO NORTHEAST ON
 DE8555'HIGHWAY 113 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF STATE ROAD 247
 DE8555'(BROWNS POND ROAD) , A SAND ROAD RIGHT AND A PAVED ROAD LEFT (HOLSTEIN
 DE8555'ROAD) , CONTINUE ON HIGHWAY 113 FOR 1.35 MILES (2.17 KM) TO THE
 DE8555'STATION ON THE LEFT IN FRONT OF A CHAIN LINK FENCE LINE AROUND A
 DE8555'WOOD-SIDED HOUSE NUMBER 92.  STATION IS A CONCRETE POST FLUSH WITH THE
 DE8555'GROUND AND LEVEL WITH THE HIGHWAY, 26.2 FEET (8.0 M) SOUTHWEST OF A
 DE8555'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 48.4 FEET (14.8 M)
 DE8555'SOUTH SOUTHWEST OF A 1.6-FOOT CEDAR TREE, 6.9 FEET (2.1 M) EAST
 DE8555'SOUTHEAST OF THE FENCE LINE, 35.9 FEET (10.9 M) WEST NORTHWEST OF THE
 DE8555'CENTER OF THE HIGHWAY, 39.4 FEET (12.0 M) NORTH NORTHEAST OF THE SOUTH
 DE8555'CHAIN LINK FENCE CORNER, 26.4 FEET (8.0 M) SOUTHWEST OF A WITNESS
 DE8555'POST.  RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2858 ***********************************************************************
 EC2858  DESIGNATION -  20 WSM 623
 EC2858  PID         -  EC2858
 EC2858  STATE/COUNTY-  SC/CHEROKEE
 EC2858  USGS QUAD   -  WILKINSVILLE (1968)
 EC2858
 EC2858                         *CURRENT SURVEY CONTROL
 EC2858  ___________________________________________________________________
 EC2858* NAD 83(2001)-  34 57 14.04956(N)    081 34 08.08096(W)     ADJUSTED  
 EC2858* NAVD 88     -       189.6    (meters)     622.     (feet)  VERTCON   
 EC2858  ___________________________________________________________________
 EC2858  X           -     767,332.923 (meters)                     COMP
 EC2858  Y           -  -5,176,929.542 (meters)                     COMP
 EC2858  Z           -   3,633,767.281 (meters)                     COMP
 EC2858  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 EC2858  ELLIP HEIGHT-         158.37  (meters)          (03/27/03) GPS OBS
 EC2858  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EC2858
 EC2858  HORZ ORDER  -  FIRST
 EC2858  ELLP ORDER  -  FOURTH    CLASS II
 EC2858
 EC2858.The horizontal coordinates were established by GPS observations
 EC2858.and adjusted by the National Geodetic Survey in March 2003..
 EC2858
 EC2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC2858
 EC2858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2858
 EC2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2858
 EC2858.The ellipsoidal height was determined by GPS observations
 EC2858.and is referenced to NAD 83.
 EC2858
 EC2858.The geoid height was determined by GEOID03.
 EC2858
 EC2858;                    North         East     Units Scale Factor Converg.
 EC2858;SPC SC       -   346,225.354   557,633.932   MT  1.00004509   -0 18 55.5
 EC2858;SPC SC       - 1,135,909.95  1,829,507.65   iFT  1.00004509   -0 18 55.5
 EC2858;UTM  17      - 3,868,078.812   448,056.502   MT  0.99963325   -0 19 33.4
 EC2858
 EC2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2858!SPC SC       -   0.99997514  x   1.00004509  =   1.00002023
 EC2858!UTM  17      -   0.99997514  x   0.99963325  =   0.99960840
 EC2858
 EC2858                          SUPERSEDED SURVEY CONTROL
 EC2858
 EC2858  NAD 83(1995)-  34 57 14.05003(N)    081 34 08.08054(W) AD(       ) 1
 EC2858  ELLIP H (12/20/99)  158.38   (m)                       GP(       ) 4 1
 EC2858  NAD 83(1986)-  34 57 14.06132(N)    081 34 08.08592(W) AD(       ) 1
 EC2858  NGVD 29 (11/06/91)  189.8    (m)          623.     (f) GPS OBS        
 EC2858
 EC2858.Superseded values are not recommended for survey control.
 EC2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2858.See file dsdata.txt to determine how the superseded data were derived.
 EC2858
 EC2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU4805768079(NAD 83)
 EC2858_MARKER: DB = BENCH MARK DISK
 EC2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2858_SP_SET: CONCRETE POST
 EC2858_STAMPING: 20 WSM 1951 623
 EC2858_MARK LOGO: USGS  
 EC2858_PROJECTION: PROJECTING 3 CENTIMETERS
 EC2858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2858+STABILITY: SURFACE MOTION
 EC2858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2858+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 EC2858
 EC2858  HISTORY     - Date     Condition        Report By
 EC2858  HISTORY     - 1951     MONUMENTED       USGS
 EC2858  HISTORY     - 19890915 GOOD             SCGS
 EC2858  HISTORY     - 19970502 GOOD             USPSQD
 EC2858  HISTORY     - 20020708 GOOD             SCGS
 EC2858
 EC2858                          STATION DESCRIPTION
 EC2858
 EC2858'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2858'STATION IS LOCATED 9.0 MILES WEST SOUTHWEST OF HICKORY GROVE AND 10.3
 EC2858'MILES NORTHEAST OF JONESVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2858'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC2858'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 105 AND
 EC2858'211 (5.65 MILES SOUTHWEST OF HICKORY GROVE), GO NORTHWEST OF HIGHWAY
 EC2858'105 FOR 4.7 MILES TO THE JUNCTION OF STATE ROAD 231 (LOWRYS ROAD),
 EC2858'TURN LEFT ON ROAD 231 FOR 2.55 MILES TO THE JUNCTION OF STATE ROAD 54,
 EC2858'TURN LEFT ON ROAD 54 FOR 0.35 MILE TO THE JUNCTION OF STATE ROAD 15
 EC2858'AND THE STATION ON THE LEFT NEAR A POWER POLE.
 EC2858'STATION IS A CONCRETE POST PROJECTING 3-INCHES AND 2.0 FEET BELOW THE
 EC2858'ROAD, 102.5 FEET SOUTHEAST OF THE EXTENDED CENTER OF ROAD 15, 49.0
 EC2858'FEET NORTHEAST OF THE CENTER OF THE ROAD, 29.2 FEET SOUTH OF A 10-INCH
 EC2858'WHITE OAK TREE, 1.3 FEET SOUTHEAST OF THE POWER POLE 64-29/87, 1.5
 EC2858'FEET SOUTHWEST OF A WITNESS POST.
 EC2858'RECOVERED BY J.R. WERNER.
 EC2858
 EC2858                          STATION RECOVERY (1997)
 EC2858
 EC2858'RECOVERY NOTE BY US POWER SQUADRON 1997
 EC2858'RECOVERED IN GOOD CONDITION.
 EC2858
 EC2858                          STATION RECOVERY (2002)
 EC2858
 EC2858'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EC2858'STATION IS LOCATED 8.85 MILES WEST SOUTHWEST OF HICKORY GROVE, 9.35
 EC2858'MILES SOUTH
 EC2858'SOUTHEAST OF GAFFNEY. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 EC2858'P.O. BOX 191,
 EC2858'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2858'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 18
 EC2858'(UNION
 EC2858'HIGHWAY) AND 211 (GOWDEYSVILLE ROAD), 6.5 MILES NORTH NORTHEAST OF
 EC2858'JONESVILLE,
 EC2858'GO EAST ON HIGHWAY 211 FOR 0.25 MILE TO THE JUNCTION OF STATE ROAD 15
 EC2858'(ELBETHEL
 EC2858'ROAD), TURN LEFT ON ROAD 15 FOR 4.1 MILES TO THE JUNCTION OF STATE
 EC2858'ROAD 54 AND
 EC2858'THE STATION AHEAD NEAR A POWER POLE AND ON THE RIGHT IN THE EAST ANGLE
 EC2858'OF THE JUNCTION.
 EC2858'STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND LEVEL WITH THE
 EC2858'ROADS, 48.5 FEET
 EC2858'NORTHEAST OF THE CENTER OF ROAD 54, 94.2 FEET SOUTHEAST OF THE
 EC2858'EXTENDED CENTER
 EC2858'OF ROAD 15, 3.2 FEET SOUTH OF THE POWER POLE WITH FOUR GUY WIRES AND A
 EC2858'TRANSFORMER, 90.2 FEET EAST NORTHEAST OF THE NORTH CORNER OF A BRICK
 EC2858'CHURCH SIGN BASE
 EC2858'ACROSS THE ROAD IN THE SOUTH ANGLE OF THE JUNCTION, 3.2 FEET SOUTH OF
 EC2858'A WITNESS
 EC2858'POST.
 EC2858'RECOVERED BY T. HALL.
 EC2858' 
 EC2858' 
 EC2858' 
 EC2858' 
 EC2858' 
 EC2858' 
 EC2858'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1852 ***********************************************************************
 DE1852  DESIGNATION -  202
 DE1852  PID         -  DE1852
 DE1852  STATE/COUNTY-  SC/ORANGEBURG
 DE1852  USGS QUAD   -  SAINT PAUL (1987)
 DE1852
 DE1852                         *CURRENT SURVEY CONTROL
 DE1852  ___________________________________________________________________
 DE1852* NAD 83(2001)-  33 31 59.60245(N)    080 29 57.29246(W)     ADJUSTED  
 DE1852* NAVD 88     -        32.50   (+/-2cm)     106.6    (feet)  VERTCON   
 DE1852  ___________________________________________________________________
 DE1852  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 DE1852  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DE1852
 DE1852  HORZ ORDER  -  SECOND
 DE1852  VERT ORDER  -  THIRD ? (See Below)
 DE1852
 DE1852.The horizontal coordinates were established by classical geodetic methods
 DE1852.and adjusted by the National Geodetic Survey in March 2004..
 DE1852
 DE1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1852.The vertical order pertains to the NGVD 29 superseded value.
 DE1852
 DE1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1852
 DE1852.The geoid height was determined by GEOID03.
 DE1852
 DE1852;                    North         East     Units Scale Factor Converg.
 DE1852;SPC SC       -   188,624.082   656,103.726   MT  0.99979646   +0 16 39.4
 DE1852;SPC SC       -   618,845.41  2,152,571.28   iFT  0.99979646   +0 16 39.4
 DE1852;UTM  17      - 3,710,514.862   546,495.003   MT  0.99962665   +0 16 35.9
 DE1852
 DE1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1852!SPC SC       -   0.99999983  x   0.99979646  =   0.99979629
 DE1852!UTM  17      -   0.99999983  x   0.99962665  =   0.99962648
 DE1852
 DE1852|---------------------------------------------------------------------|
 DE1852| PID    Reference Object                     Distance      Geod. Az  |
 DE1852|                                                           dddmmss.s |
 DE1852| DE1854 PARK                                 23.893 METERS 30209     |
 DE1852| DE1855 203                                 APPROX. 1.2 KM 3575805.9 |
 DE1852|---------------------------------------------------------------------|
 DE1852
 DE1852                          SUPERSEDED SURVEY CONTROL
 DE1852
 DE1852  NAD 83(1986)-  33 31 59.61222(N)    080 29 57.29150(W) AD(       ) 2
 DE1852  NAD 27      -  33 31 59.01528(N)    080 29 57.98873(W) AD(       ) 2
 DE1852  NGVD 29 (07/19/86)   32.80   (m)          107.6    (f) LEVELING    3  
 DE1852
 DE1852.Superseded values are not recommended for survey control.
 DE1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1852.See file dsdata.txt to determine how the superseded data were derived.
 DE1852
 DE1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4649510515(NAD 83)
 DE1852_MARKER: DD = SURVEY DISK
 DE1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1852_STAMPING: 202 1977
 DE1852_MARK LOGO: SCPA  
 DE1852_PROJECTION: RECESSED 3 CENTIMETERS
 DE1852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1852+STABILITY: SURFACE MOTION
 DE1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1852+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DE1852
 DE1852  HISTORY     - Date     Condition        Report By
 DE1852  HISTORY     - 1982     MONUMENTED       SCGS
 DE1852  HISTORY     - 20031118 GOOD             SCGS
 DE1852
 DE1852                          STATION DESCRIPTION
 DE1852
 DE1852'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1852'NO UNDERGROUND MARK WAS SET.
 DE1852'
 DE1852'THE STATION IS LOCATED ABOUT 3.5 MI NORTHWEST OF SANTEE AND 5 MI
 DE1852'NORTHEAST OF ELLOREE, IN SANTEE STATE PARK OWNERSHIP--THE STATE OF
 DE1852'SOUTH CAROLINA FOR INFORMATION CONTACT MR. GEORGE WEATHERS
 DE1852'PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA, S.C. 29202.
 DE1852'
 DE1852'TO REACH THE STATION FROM JUNCTION OF US HIGHWAYS 301-15 AND STATE
 DE1852'ROUTE 6 IN SANTEE GO WEST ON 6 FOR (1. MI) TO A SIDE ROAD RIGHT
 DE1852'S-38-105 TURN RIGHT NORTHWESTERLY FOR (2.3 MI) TO A CROSS ROAD
 DE1852'CONTINUE FOWARD ON S-38-82 FOR (0.85 MI) TO MARK ON RIGHT.
 DE1852'
 DE1852'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED
 DE1852'---NO 202 1977--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 9
 DE1852'INCHES ON SIDE FLUSH WITH THE GROUND LOCATED 7.92 METERS E FROM
 DE1852'CENTERLINE OF S-38-82 AND 0.85 METERS E FROM POWERLINE POLE.
 DE1852
 DE1852                          STATION RECOVERY (2003)
 DE1852
 DE1852'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1852'STATION IS LOCATED 4.0 MILES NORTH OF SANTEE, 18.4 MILES EAST
 DE1852'SOUTHEAST OF SAINT  MATTHEWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1852'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE1852'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE1852'INTERSTATE 95 (EXIT 98) AND STATE  HIGHWAY 6 IN SANTEE, GO NORTHWEST
 DE1852'ON HIGHWAY 6 FOR 1.3 MILES TO THE JUNCTION  OF STATE ROAD 105 (STATE
 DE1852'PARK ROAD), TURN RIGHT ON ROAD 105 FOR 2.3 MILES TO  THE JUNCTION OF A
 DE1852'PAVED ROAD (CLEVELAND STREET) RIGHT, ROAD 105 (CLEVELAND  STREET) LEFT
 DE1852'AND STATE ROAD 82 (STATE PARK ROAD) AHEAD, CONTINUE ON CONTINUE  ON
 DE1852'STATE PARK ROAD 0.85 MILE TO THE STATION ON THE RIGHT NEAR A POWER
 DE1852'POLE. STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 2.0 FEET BELOW
 DE1852'THE ROAD, 25.6 FEET EAST  SOUTHEAST OF THE CENTER OF THE ROAD, 2.7
 DE1852'FEET EAST SOUTHEAST OF THE POWER POLE WITH  GUY WIRE, 165.8 FEET NORTH
 DE1852'OF SURVEY STATION PARK. 10.9 FEET WEST NORTHWEST OF A  WITNESS POST.
 DE1852'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATIONS PARK, PARK AZ MK,
 DE1852'MON 203. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1855 ***********************************************************************
 DE1855  DESIGNATION -  203
 DE1855  PID         -  DE1855
 DE1855  STATE/COUNTY-  SC/ORANGEBURG
 DE1855  USGS QUAD   -  SAINT PAUL (1987)
 DE1855
 DE1855                         *CURRENT SURVEY CONTROL
 DE1855  ___________________________________________________________________
 DE1855* NAD 83(2001)-  33 32 38.31156(N)    080 29 58.93235(W)     ADJUSTED  
 DE1855* NAVD 88     -        30.77   (+/-2cm)     101.0    (feet)  VERTCON   
 DE1855  ___________________________________________________________________
 DE1855  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DE1855  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DE1855
 DE1855  HORZ ORDER  -  SECOND
 DE1855  VERT ORDER  -  THIRD ? (See Below)
 DE1855
 DE1855.The horizontal coordinates were established by classical geodetic methods
 DE1855.and adjusted by the National Geodetic Survey in March 2004..
 DE1855
 DE1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1855.The vertical order pertains to the NGVD 29 superseded value.
 DE1855
 DE1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1855
 DE1855.The geoid height was determined by GEOID03.
 DE1855
 DE1855;                    North         East     Units Scale Factor Converg.
 DE1855;SPC SC       -   189,816.227   656,055.651   MT  0.99979604   +0 16 38.5
 DE1855;SPC SC       -   622,756.65  2,152,413.55   iFT  0.99979604   +0 16 38.5
 DE1855;UTM  17      - 3,711,706.806   546,446.955   MT  0.99962660   +0 16 35.2
 DE1855
 DE1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1855!SPC SC       -   1.00000010  x   0.99979604  =   0.99979614
 DE1855!UTM  17      -   1.00000010  x   0.99962660  =   0.99962670
 DE1855
 DE1855                          SUPERSEDED SURVEY CONTROL
 DE1855
 DE1855  NAD 83(1986)-  33 32 38.32134(N)    080 29 58.93133(W) AD(       ) 2
 DE1855  NAD 27      -  33 32 37.72535(N)    080 29 59.62885(W) AD(       ) 2
 DE1855  NGVD 29 (07/19/86)   31.07   (m)          101.9    (f) LEVELING    3  
 DE1855
 DE1855.Superseded values are not recommended for survey control.
 DE1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1855.See file dsdata.txt to determine how the superseded data were derived.
 DE1855
 DE1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4644711707(NAD 83)
 DE1855_MARKER: DD = SURVEY DISK
 DE1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1855_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE1855_STAMPING: 203 1977
 DE1855_MARK LOGO: SCPA  
 DE1855_PROJECTION: PROJECTING 28 CENTIMETERS
 DE1855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1855+STABILITY: SURFACE MOTION
 DE1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1855+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DE1855
 DE1855  HISTORY     - Date     Condition        Report By
 DE1855  HISTORY     - 1982     MONUMENTED       SCGS
 DE1855  HISTORY     - 20031118 GOOD             SCGS
 DE1855
 DE1855                          STATION DESCRIPTION
 DE1855
 DE1855'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE1855'NO UNDERGROUND MARK WAS SET.
 DE1855'
 DE1855'THE STATION IS LOCATED ABOUT (3.5 MI) NORTHWEST OF SANTEE AND (5 MI)
 DE1855'NORTHEAST OF ELLOREE IN SANTEE STATE PARK OWNERSHIP--THE STATE OF
 DE1855'SOUTH CAROLINA FOR INFORMATION CONTACT MR. GEORGE WEATHERS
 DE1855'PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA, S.C. 29202.
 DE1855'
 DE1855'TO REACH THE STATION FROM JUNCTION OF US HIGHWAYS 301-15 AND STATE
 DE1855'ROUTE 6 IN SANTEE GO WEST ON 6 FOR (1 MI) TO A SIDE ROAD RIGHT
 DE1855'S-38-105 TURN RIGHT NORTHWEST FOR (2.3 MI) TO A CROSS ROAD CONTINUE
 DE1855'FOWARD ON S-38-82 FOR (1.6 MI) TO MARK ON THE LEFT.
 DE1855'
 DE1855'THE STATION IS A STANDARD SOUTH CAROLINA POWER AUTHORITY DISK STAMPED
 DE1855'---1977 NO 203--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 9
 DE1855'INCHES ON SIDE PROJECTING 16 INCHES ABOVE THE GROUND LOCATED 14.20
 DE1855'METERS NW FROM CENTERLINE OF S-38-82, 0.61 METERS NW FROM POWERPOLE,
 DE1855'1.158 METERS S FROM METAL WITNESS POST, AND 4.267 METERS SE FROM
 DE1855'GUIDE WIRE ANCHOR.
 DE1855
 DE1855                          STATION RECOVERY (2003)
 DE1855
 DE1855'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1855'STATION IS LOCATED 4.8 MILES NORTH OF SANTEE, 18.0 MILES EAST
 DE1855'SOUTHEAST OF SAINT  MATTHEWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1855'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE1855'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE1855'INTERSTATE 95 (EXIT 98) AND STATE  HIGHWAY 6 IN SANTEE, GO NORTHWEST
 DE1855'ON HIGHWAY 6 FOR 1.3 MILES TO THE JUNCTION  OF STATE ROAD 105 (STATE
 DE1855'PARK ROAD), TURN RIGHT ON ROAD 105 FOR 2.3 MILES TO  THE JUNCTION OF A
 DE1855'PAVED ROAD (CLEVELAND STREET) RIGHT, ROAD 105 (CLEVELAND  STREET) LEFT
 DE1855'AND STATE ROAD 82 (STATE PARK ROAD) AHEAD, CONTINUE ON CONTINUE  ON
 DE1855'STATE PARK ROAD 1.6 MILES TO THE STATION ON THE LEFT NEAR A POWER
 DE1855'POLE. STATION IS A CONCRETE POST PROJECTING 0.9 FOOT AND LEVEL WITH
 DE1855'THE ROAD, 47.1 FEET WEST  NORTHWEST OF THE CENTER OF THE ROAD, 2.4
 DE1855'FEET WEST NORTHWEST OF THE POWER  POLE WITH TWO GUY WIRES, 0.5 FOOT
 DE1855'EAST NORTHEAST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH
 DE1855'SURVEY STATIONS PARK, PARK AZ MK, MON 202. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE2044 ***********************************************************************
 DE2044  DESIGNATION -  206
 DE2044  PID         -  DE2044
 DE2044  STATE/COUNTY-  SC/CALHOUN
 DE2044  USGS QUAD   -  ELLOREE (1988)
 DE2044
 DE2044                         *CURRENT SURVEY CONTROL
 DE2044  ___________________________________________________________________
 DE2044* NAD 83(2001)-  33 34 40.37327(N)    080 31 51.95531(W)     ADJUSTED  
 DE2044* NAVD 88     -        26.41   (+/-2cm)      86.6    (feet)  VERTCON   
 DE2044  ___________________________________________________________________
 DE2044  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DE2044  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DE2044
 DE2044  HORZ ORDER  -  SECOND
 DE2044  VERT ORDER  -  THIRD ? (See Below)
 DE2044
 DE2044.The horizontal coordinates were established by classical geodetic methods
 DE2044.and adjusted by the National Geodetic Survey in March 2004..
 DE2044
 DE2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2044.The vertical order pertains to the NGVD 29 superseded value.
 DE2044
 DE2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2044
 DE2044.The geoid height was determined by GEOID03.
 DE2044
 DE2044;                    North         East     Units Scale Factor Converg.
 DE2044;SPC SC       -   193,562.419   653,123.367   MT  0.99979492   +0 15 35.9
 DE2044;SPC SC       -   635,047.31  2,142,793.20   iFT  0.99979492   +0 15 35.9
 DE2044;UTM  17      - 3,715,452.398   543,515.221   MT  0.99962334   +0 15 33.6
 DE2044
 DE2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2044!SPC SC       -   1.00000078  x   0.99979492  =   0.99979570
 DE2044!UTM  17      -   1.00000078  x   0.99962334  =   0.99962412
 DE2044
 DE2044                          SUPERSEDED SURVEY CONTROL
 DE2044
 DE2044  NAD 83(1986)-  33 34 40.38370(N)    080 31 51.95391(W) AD(       ) 2
 DE2044  NAD 27      -  33 34 39.79514(N)    080 31 52.65346(W) AD(       ) 2
 DE2044  NGVD 29 (07/19/86)   26.70   (m)           87.6    (f) LEVELING    3  
 DE2044
 DE2044.Superseded values are not recommended for survey control.
 DE2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2044.See file dsdata.txt to determine how the superseded data were derived.
 DE2044
 DE2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4351515452(NAD 83)
 DE2044_MARKER: DD = SURVEY DISK
 DE2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE2044_STAMPING: 206 1977
 DE2044_MARK LOGO: SCPA  
 DE2044_PROJECTION: RECESSED 5 CENTIMETERS
 DE2044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2044+STABILITY: SURFACE MOTION
 DE2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE2044+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 DE2044
 DE2044  HISTORY     - Date     Condition        Report By
 DE2044  HISTORY     - 1982     MONUMENTED       SCPA
 DE2044  HISTORY     - 20031113 GOOD             SCGS
 DE2044
 DE2044                          STATION DESCRIPTION
 DE2044
 DE2044'DESCRIBED BY SOUTH CAROLINA POWER AUTHORITY 1982 (MJH)
 DE2044'NO UNDERGROUND MARK WAS SET.
 DE2044'
 DE2044'THE STATION IS LOCATED ABOUT (4. MI) NORTH OF ELLOREE, (7.5 MI)
 DE2044'NORTHWEST OF THE INTERSECTION OF INTERSTATE 95 AND STATE ROUTE 6 AT
 DE2044'SANTEE, AND (1 MI) NORTH NORTHEAST OF THE JUNCTION OF S-9-203 AND
 DE2044'S-9-204 OWNERSHIP--SOUTH CAROLINA PUBLIC SERVICE AUTHORITY
 DE2044'(SANTEE COOPER POWER AUTHORITY), CONTACT SANTEE COOPER SURVEY
 DE2044'SECTION P.O. BOX 2946101, MONCKS CORNER, S.C. 29461-2901.
 DE2044'(803)-899-2121.
 DE2044'
 DE2044'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 267 AND
 DE2044'S-9-203 GO EAST ON S-9-203 FOR (2 MI) TO A CROSS ROAD S-9-204 TURN
 DE2044'LEFT NORTHEAST FOR (0.95 MI) TO A T INTERSECTION, MARK IS AT THE END
 DE2044'OF S-9-204 CLOSE TO CORPS. OF ENGRS SIGN.
 DE2044'
 DE2044'THE STATION IS A STANDARD SOUTH CAROLINA POWER AUTHORITY DISK STAMPED
 DE2044'---NO 206 1977--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 9
 DE2044'INCHES ON SIDE FLUSH WITH THE GROUND LOCATED 1.128 METERS SSW FROM
 DE2044'CORPS OF ENGINEER SIGN, 12.893 METERS N FROM POWER POLE, AND 3.658
 DE2044'METERS ENE FROM POWER POLE.
 DE2044
 DE2044                          STATION RECOVERY (2003)
 DE2044
 DE2044'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE2044'STATION IS LOCATED 4.1 MILES NORTHEAST OF ELLOREE, 15.4 MILES EAST
 DE2044'SOUTHEAST OF SAINT  MATTHEWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DE2044'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE2044'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE2044'6 (MAIN STREET), 47  (WEST CLEVELAND STREET) AND STATE ROAD 105 (EAST
 DE2044'CLEVELAND STREET) IN ELLOREE,  GO EAST NORTHEAST ON ROAD 105 FOR 1.65
 DE2044'MILES TO THE JUNCTION OF STATE ROAD 199  (TEE VEE ROAD), TURN LEFT ON
 DE2044'ROAD 199 FOR 1.4 MILES TO THE JUNCTION OF STATE  ROAD 204 (STUMPHOLE
 DE2044'ROAD), TURN RIGHT ON ROAD 204 FOR 0.55 MILE TO THE JUNCTION  OF STATE
 DE2044'ROAD 203 (OLD RIVER ROAD), CONTINUE ON ROAD 204 FOR 0.85 MILE TO THE
 DE2044'STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 DE2044'STATE ROAD 234  (LANDING LANE) AND THE ENTRANCE DRIVE TO A PUBLIC BOAT
 DE2044'RAMP. STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE
 DE2044'ENTRANCE  DRIVE, 23.5 FEET EAST OF THE CENTER OF THE ENTRANCE DRIVE,
 DE2044'11.3 FEET SOUTH OF  THE POWER POLE WITH A TELEPHONE JUNCTION BOX
 DE2044'2203/054/B ATTACHED, 25.2 FEET  NORTH OF THE NORTH END OF A 1.4-FOOT
 DE2044'CONCRETE PIPE CULVERT BENEATH ROAD 234,  23.5 FEET NORTHWEST OF THE
 DE2044'NORTHWEST ONE OF TWO CONCRETE OWLS, 0.5 FOOT  WEST OF A WITNESS POST.
 DE2044'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION MON 207. RECOVERED BY
 DE2044'R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE2051 ***********************************************************************
 DE2051  DESIGNATION -  207
 DE2051  PID         -  DE2051
 DE2051  STATE/COUNTY-  SC/CALHOUN
 DE2051  USGS QUAD   -  ELLOREE (1988)
 DE2051
 DE2051                         *CURRENT SURVEY CONTROL
 DE2051  ___________________________________________________________________
 DE2051* NAD 83(2001)-  33 34 32.66042(N)    080 32 03.98295(W)     ADJUSTED  
 DE2051* NAVD 88     -        38.67   (+/-2cm)     126.9    (feet)  VERTCON   
 DE2051  ___________________________________________________________________
 DE2051  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DE2051  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DE2051
 DE2051  HORZ ORDER  -  SECOND
 DE2051  VERT ORDER  -  THIRD ? (See Below)
 DE2051
 DE2051.The horizontal coordinates were established by classical geodetic methods
 DE2051.and adjusted by the National Geodetic Survey in March 2004..
 DE2051
 DE2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2051.The vertical order pertains to the NGVD 29 superseded value.
 DE2051
 DE2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2051
 DE2051.The geoid height was determined by GEOID03.
 DE2051
 DE2051;                    North         East     Units Scale Factor Converg.
 DE2051;SPC SC       -   193,323.438   652,814.327   MT  0.99979498   +0 15 29.2
 DE2051;SPC SC       -   634,263.25  2,141,779.29   iFT  0.99979498   +0 15 29.2
 DE2051;UTM  17      - 3,715,213.462   543,206.231   MT  0.99962301   +0 15 26.9
 DE2051
 DE2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2051!SPC SC       -   0.99999886  x   0.99979498  =   0.99979384
 DE2051!UTM  17      -   0.99999886  x   0.99962301  =   0.99962187
 DE2051
 DE2051                          SUPERSEDED SURVEY CONTROL
 DE2051
 DE2051  NAD 83(1986)-  33 34 32.67060(N)    080 32 03.98197(W) AD(       ) 2
 DE2051  NAD 27      -  33 34 32.08189(N)    080 32 04.68121(W) AD(       ) 2
 DE2051  NGVD 29 (07/19/86)   38.97   (m)          127.9    (f) LEVELING    3  
 DE2051
 DE2051.Superseded values are not recommended for survey control.
 DE2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2051.See file dsdata.txt to determine how the superseded data were derived.
 DE2051
 DE2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4320615213(NAD 83)
 DE2051_MARKER: DD = SURVEY DISK
 DE2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE2051_STAMPING: 1977 NO 207
 DE2051_MARK LOGO: SCPA  
 DE2051_PROJECTION: RECESSED 5 CENTIMETERS
 DE2051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2051+STABILITY: SURFACE MOTION
 DE2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE2051+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 DE2051
 DE2051  HISTORY     - Date     Condition        Report By
 DE2051  HISTORY     - 1982     MONUMENTED       SCPA
 DE2051  HISTORY     - 20031113 GOOD             SCGS
 DE2051
 DE2051                          STATION DESCRIPTION
 DE2051
 DE2051'DESCRIBED BY SOUTH CAROLINA POWER AUTHORITY 1982 (MJH)
 DE2051'NO UNDERGROUND MARK WAS SET.
 DE2051'
 DE2051'THE STATION IS LOCATED ABOUT (4 MI) NORTH OF ELLOREE, (7.5 MI)
 DE2051'NORTHWEST OF THE INTERSECTION OF INTERSTATE 95 AND STATE ROUTE 6 AT
 DE2051'SANTEE AND (0.7 MI) NORTH NORTHEAST OF THE JUNCTION OF S-9-203 AND
 DE2051'S-9-204 OWNERSHIP--THE STATE OF SOUTH CAROLINA, CONTACT MR. GEORGE
 DE2051'WEATHERS P.O. BOX 191 COLUMBIA, S.C. 29202.
 DE2051'
 DE2051'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 267 AND
 DE2051'COUNTY ROAD S-9-203 GO EAST ON S-9-203 FOR (2 MI) TO A CROSS ROAD
 DE2051'S-9-204 TURN LEFT NORTHEAST FOR (0.7 MI) TO MARK ON RIGHT, JUST PAST
 DE2051'DIRT FIELD ROAD.
 DE2051'
 DE2051'THE STATION IS A STANDARD SOUTH CAROLINA POWER AUTHORITY DISK STAMPED
 DE2051'---NO 207 1977--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 9
 DE2051'INCHES ON SIDE FLUSH WITH THE GROUND LOCATED 8.382 METERS SE FROM
 DE2051'APPROX CENTER OF S-9-204, 0.945 METERS NW FROM METAL WITNESS POST,
 DE2051'AND 26.182 METERS ENE FROM POWER POLE.
 DE2051
 DE2051                          STATION RECOVERY (2003)
 DE2051
 DE2051'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE2051'STATION IS LOCATED 3.7 MILES NORTHEAST OF ELLOREE, 15.3 MILES EAST
 DE2051'SOUTHEAST OF SAINT  MATTHEWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DE2051'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE2051'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE2051'6 (MAIN STREET), 47  (WEST CLEVELAND STREET) AND STATE ROAD 105 (EAST
 DE2051'CLEVELAND STREET) IN ELLOREE,  GO EAST NORTHEAST ON ROAD 105 FOR 1.65
 DE2051'MILES TO THE JUNCTION OF STATE ROAD 199  (TEE VEE ROAD), TURN LEFT ON
 DE2051'ROAD 199 FOR 1.4 MILES TO THE JUNCTION OF STATE  ROAD 204 (STUMPHOLE
 DE2051'ROAD), TURN RIGHT ON ROAD 204 FOR 0.55 MILE TO THE JUNCTION  OF STATE
 DE2051'ROAD 203 (OLD RIVER ROAD), CONTINUE ON ROAD 204 FOR 0.8 MILE TO THE
 DE2051'STATION ON  THE RIGHT AT THE EDGE OF THE WOODS IN THE SOUTHEAST ANGLE
 DE2051'OF A FIELD ROAD. STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 1.0
 DE2051'FOOT BELOW THE ROAD, 26.0 FEET  SOUTH SOUTHEAST OF THE CENTER OF THE
 DE2051'ROAD, 64.3 FEET SOUTHEAST OF A POWER POLE  WITH GUY WIRE, 21.5 FEET
 DE2051'NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER  ATTACHED, 60.8
 DE2051'FEET SOUTH SOUTHWEST OF THE WEST END OF A 1.4-FOOT CONCRETE PIPE
 DE2051'CULVERT BENEATH THE WEST DRIVEWAY TO A VINYL-SIDED HOUSE NUMBER 353,
 DE2051'79.7 FEET  EAST SOUTHEAST OF SURVEY STATION RUSH RM 1, 1.0 FOOT NORTH
 DE2051'NORTHWEST OF A  WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DE2051'STATION MON 206. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE2048 ***********************************************************************
 DE2048  DESIGNATION -  209
 DE2048  PID         -  DE2048
 DE2048  STATE/COUNTY-  SC/CALHOUN
 DE2048  USGS QUAD   -  ELLOREE (1988)
 DE2048
 DE2048                         *CURRENT SURVEY CONTROL
 DE2048  ___________________________________________________________________
 DE2048* NAD 83(2001)-  33 35 59.25199(N)    080 34 24.65317(W)     ADJUSTED  
 DE2048* NAVD 88     -        25.35   (+/-2cm)      83.2    (feet)  VERTCON   
 DE2048  ___________________________________________________________________
 DE2048  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DE2048  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DE2048
 DE2048  HORZ ORDER  -  SECOND
 DE2048  VERT ORDER  -  THIRD ? (See Below)
 DE2048
 DE2048.The horizontal coordinates were established by classical geodetic methods
 DE2048.and adjusted by the National Geodetic Survey in March 2004..
 DE2048
 DE2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2048.The vertical order pertains to the NGVD 29 superseded value.
 DE2048
 DE2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2048
 DE2048.The geoid height was determined by GEOID03.
 DE2048
 DE2048;                    North         East     Units Scale Factor Converg.
 DE2048;SPC SC       -   195,975.076   649,176.308   MT  0.99979439   +0 14 11.2
 DE2048;SPC SC       -   642,962.85  2,129,843.53   iFT  0.99979439   +0 14 11.2
 DE2048;UTM  17      - 3,717,864.672   539,568.868   MT  0.99961930   +0 14 09.7
 DE2048
 DE2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2048!SPC SC       -   1.00000095  x   0.99979439  =   0.99979534
 DE2048!UTM  17      -   1.00000095  x   0.99961930  =   0.99962025
 DE2048
 DE2048                          SUPERSEDED SURVEY CONTROL
 DE2048
 DE2048  NAD 83(1986)-  33 35 59.26253(N)    080 34 24.65201(W) AD(       ) 2
 DE2048  NAD 27      -  33 35 58.68105(N)    080 34 25.34983(W) AD(       ) 2
 DE2048  NGVD 29 (07/19/86)   25.64   (m)           84.1    (f) LEVELING    3  
 DE2048
 DE2048.Superseded values are not recommended for survey control.
 DE2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2048.See file dsdata.txt to determine how the superseded data were derived.
 DE2048
 DE2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3956917865(NAD 83)
 DE2048_MARKER: DD = SURVEY DISK
 DE2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE2048_STAMPING: 209 1977
 DE2048_MARK LOGO: SCPA  
 DE2048_PROJECTION: RECESSED 5 CENTIMETERS
 DE2048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2048+STABILITY: SURFACE MOTION
 DE2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE2048+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 DE2048
 DE2048  HISTORY     - Date     Condition        Report By
 DE2048  HISTORY     - 1982     MONUMENTED       SCPA
 DE2048  HISTORY     - 20031105 GOOD             SCGS
 DE2048
 DE2048                          STATION DESCRIPTION
 DE2048
 DE2048'DESCRIBED BY SOUTH CAROLINA POWER AUTHORITY 1982 (MJH)
 DE2048'NO UNDERGROUND MARK WAS SET.
 DE2048'
 DE2048'THE STATION IS LOCATED ABOUT (2 MI) EAST SOUTHEAST OF LONE STAR, (3
 DE2048'MI) SOUTHEAST OF THE JUNCTION OF STATE ROUTES 33 AND 267 AND COUNTY
 DE2048'ROAD S-9-11 300 FT NORTHWEST OF THE NORTHWEST END OF A BRIDGE OVER
 DE2048'THE SWAMP CREEK OWNERSHIP--THE STATE OF SOUTH CAROLINA, CONTACT MR.
 DE2048'GEORGE WEATHERS P.O. BOX 191 COLUMBIA, S.C. 29202.
 DE2048'
 DE2048'TO REACH THE STATION FROM INTERSECTION OF STATE ROUTE 267 AND COUNTY
 DE2048'ROAD S-9-203 GO NORTHWEST ON 267 FOR (0.75 MI) TO STATION ON THE
 DE2048'RIGHT JUST OVER THE BRIDGE.
 DE2048'
 DE2048'THE STATION IS A STANDARD SOUTH CAROLINA POWER AUTHORITY DISK STAMPED
 DE2048'---NO 209 1977--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 9
 DE2048'INCHES ON SIDE LOCATED 4.907
 DE2048'METERS NE FROM APPROX CENTER OF STATE ROUTE 267, 1.646 METERS SW FROM
 DE2048'POWER POLE, AND 1.250 METERS SW FROM METAL WITNESS POST.
 DE2048
 DE2048                          STATION RECOVERY (2003)
 DE2048
 DE2048'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE2048'STATION IS LOCATED 4.7 MILES NORTH OF ELLOREE, 12.6 MILES EAST OF
 DE2048'SAINT MATTHEWS.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE2048'BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. T0 REACH THE STATION
 DE2048'FROM THE JUNCTION OF STATE HIGHWAYS 267 (MCCORDS FERRY ROAD), 33
 DE2048'(CAMERON ROAD) AND STATE ROAD 11 (LONE STAR ROAD), 7.1 MILES NORTH
 DE2048'NORTHWEST OF  ELLOREE, GO SOUTH ON HIGHWAY 267 FOR 2.4 MILES TO THE
 DE2048'JUNCTION OF STATE ROAD 268  (STOUDENMIRE ROAD), CONTINUE ON HIGHWAY
 DE2048'267 FOR 0.3 MILE TO THE STATION ON THE  LEFT, 0.05 MILE NORTH
 DE2048'NORTHWEST OF THE BRIDGE OVER HALFWAY SWAMP CREEK. STATION IS A
 DE2048'CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT BELOW THE HIGHWAY,  16.0
 DE2048'FEET EAST NORTHEAST OF THE CENTER OF ROAD, 18.5 FEET WEST SOUTHWEST
 DE2048'1.2-FOOT MAPLE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 56.0 FEET
 DE2048'EAST  SOUTHEAST OF A ROAD SIGN (BRIDGE ICES BEFORE ROAD), 184.0 FEET
 DE2048'SOUTH  SOUTHEAST OF A POWER POLE WITH FOUR GUY WIRES, 233.5 FEET NORTH
 DE2048'NORTHWEST  OF THE NORTH END OF A METAL GUARD RAIL, 17.0 FEET WEST
 DE2048'SOUTHWEST OF A  WITNESS POST. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0290 ***********************************************************************
 DD0290  DESIGNATION -  21
 DD0290  PID         -  DD0290
 DD0290  STATE/COUNTY-  SC/GEORGETOWN
 DD0290  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD0290
 DD0290                         *CURRENT SURVEY CONTROL
 DD0290  ___________________________________________________________________
 DD0290* NAD 83(1986)-  33 25 54.     (N)    079 16 41.     (W)     SCALED    
 DD0290* NAVD 88     -         6.071  (meters)      19.92   (feet)  POSTED    
 DD0290  ___________________________________________________________________
 DD0290  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD0290  DYNAMIC HT  -           6.060 (meters)      19.88  (feet)  COMP
 DD0290  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 DD0290
 DD0290  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DD0290
 DD0290.The horizontal coordinates were scaled from a topographic map and have
 DD0290.an estimated accuracy of +/- 6 seconds.
 DD0290
 DD0290.The orthometric height was determined by differential leveling
 DD0290.and adjusted by the National Geodetic Survey in 1992..
 DD0290.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DD0290.rate of 0.0 thru 1.0 mm/km.
 DD0290
 DD0290.The geoid height was determined by GEOID03.
 DD0290
 DD0290.The dynamic height is computed by dividing the NAVD 88
 DD0290.geopotential number by the normal gravity value computed on the
 DD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0290.degrees latitude (g = 980.6199 gals.).
 DD0290
 DD0290.The modeled gravity was interpolated from observed gravity values.
 DD0290
 DD0290;                    North         East    Units  Estimated Accuracy
 DD0290;SPC SC       -   178,580.      769,690.      MT  (+/- 180 meters Scaled)
 DD0290
 DD0290                          SUPERSEDED SURVEY CONTROL
 DD0290
 DD0290  NGVD 29 (??/??/92)    6.382  (m)           20.94   (f) ADJ UNCH    1 2
 DD0290
 DD0290.Superseded values are not recommended for survey control.
 DD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0290.See file dsdata.txt to determine how the superseded data were derived.
 DD0290
 DD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT600004(NAD 83)
 DD0290_MARKER: S = SPIKE
 DD0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0290_SP_SET: TREE
 DD0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0290
 DD0290  HISTORY     - Date     Condition        Report By
 DD0290  HISTORY     - UNK      MONUMENTED       SCHD
 DD0290  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0290  HISTORY     - 20040706 MARK NOT FOUND   USPSQD
 DD0290
 DD0290                          STATION DESCRIPTION
 DD0290
 DD0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0290'4.3 MI N FROM GEORGETOWN.
 DD0290'4.3 MILES NORTH ALONG U.S. HIGHWAY 701 FROM FRONT STREET IN
 DD0290'GEORGETOWN, GEORGETOWN COUNTY, 44 FEET WEST OF THE WEST EDGE OF
 DD0290'THE HIGHWAY, IN THE EAST SIDE OF A 12-INCH PINE TREE, WITNESSED BY
 DD0290'A WOODEN ARROW PAINTED SCHD 21, AND ABOUT 1 FOOT ABOVE THE GRADE.
 DD0290'A SPIKE.  NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT
 DD0290'RECOVERED IN MARCH 1942.  IT WAS REPORTED AT THAT TIME THAT THERE
 DD0290'ARE NO PINES WEST OF THE HIGHWAY.
 DD0290
 DD0290                          STATION RECOVERY (2004)
 DD0290
 DD0290'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0050 ***********************************************************************
 CJ0050  DESIGNATION -  21
 CJ0050  PID         -  CJ0050
 CJ0050  STATE/COUNTY-  SC/CHARLESTON
 CJ0050  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0050
 CJ0050                         *CURRENT SURVEY CONTROL
 CJ0050  ___________________________________________________________________
 CJ0050* NAD 83(1986)-  32 50 39.     (N)    079 48 48.     (W)     SCALED    
 CJ0050* NAVD 88     -         6.085  (meters)      19.96   (feet)  ADJUSTED  
 CJ0050  ___________________________________________________________________
 CJ0050  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 CJ0050  DYNAMIC HT  -           6.079 (meters)      19.94  (feet)  COMP
 CJ0050  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 CJ0050
 CJ0050  VERT ORDER  -  FIRST     CLASS I
 CJ0050
 CJ0050.The horizontal coordinates were scaled from a topographic map and have
 CJ0050.an estimated accuracy of +/- 6 seconds.
 CJ0050
 CJ0050.The orthometric height was determined by differential leveling
 CJ0050.and adjusted by the National Geodetic Survey in June 1991..
 CJ0050
 CJ0050.The geoid height was determined by GEOID03.
 CJ0050
 CJ0050.The dynamic height is computed by dividing the NAVD 88
 CJ0050.geopotential number by the normal gravity value computed on the
 CJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0050.degrees latitude (g = 980.6199 gals.).
 CJ0050
 CJ0050.The modeled gravity was interpolated from observed gravity values.
 CJ0050
 CJ0050;                    North         East    Units  Estimated Accuracy
 CJ0050;SPC SC       -   112,740.      720,680.      MT  (+/- 180 meters Scaled)
 CJ0050
 CJ0050                          SUPERSEDED SURVEY CONTROL
 CJ0050
 CJ0050  NGVD 29 (03/21/89)    6.384  (m)           20.94   (f) ADJUSTED    1 1
 CJ0050
 CJ0050.Superseded values are not recommended for survey control.
 CJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0050.See file dsdata.txt to determine how the superseded data were derived.
 CJ0050
 CJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS110346(NAD 83)
 CJ0050_MARKER: P = PIPE CAP
 CJ0050_SETTING: 0 = UNSPECIFIED SETTING
 CJ0050_STAMPING: 20.958
 CJ0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0050
 CJ0050  HISTORY     - Date     Condition        Report By
 CJ0050  HISTORY     - UNK      MONUMENTED       USGS
 CJ0050  HISTORY     - 1952     GOOD             NGS
 CJ0050  HISTORY     - 1962     GOOD             NGS
 CJ0050  HISTORY     - 1979     MARK NOT FOUND   NGS
 CJ0050
 CJ0050                          STATION DESCRIPTION
 CJ0050
 CJ0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0050'5 MI NE FROM MOUNT PLEASANT.
 CJ0050'5.05 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE HIGH SCHOOL
 CJ0050'AT MOUNT PLEASANT, AT ST. ANDREWS CHURCH AND CEMETERY, 34 FEET
 CJ0050'SOUTHEAST OF CENTER LINE OF HIGHWAY, 7 FEET NORTHWEST OF WOVEN
 CJ0050'WIRE FENCE SURROUNDING CHURCH AND CEMETERY, 31 1/2 FEET SOUTHWEST
 CJ0050'OF NORTH CORNER OF FENCE, 106 FEET NORTHEAST OF THE PROLONGED
 CJ0050'CENTER LINE OF A BLACK TOP ROAD LEADING NORTHWEST, 31 FEET
 CJ0050'SOUTHWEST OF POWER POLE NO. 25203, 22 FEET SOUTH OF CENTER LINE
 CJ0050'OF GRADED ROAD LEADING EAST, 1 FOOT NORTHWEST OF A WHITE WOODEN
 CJ0050'WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND ABOUT
 CJ0050'FLUSH WITH GROUND.
 CJ0050
 CJ0050                          STATION RECOVERY (1962)
 CJ0050
 CJ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0050'RECOVERED IN GOOD CONDITION.
 CJ0050
 CJ0050                          STATION RECOVERY (1979)
 CJ0050
 CJ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0050'NOT RECOVERED.  NOTE=THERE IS A NEW ADDITION TO THE CHURCH PARKING
 CJ0050'LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0003 ***********************************************************************
 CJ0003  DESIGNATION -  21
 CJ0003  PID         -  CJ0003
 CJ0003  STATE/COUNTY-  SC/CHARLESTON
 CJ0003  USGS QUAD   -  SEWEE BAY (1992)
 CJ0003
 CJ0003                         *CURRENT SURVEY CONTROL
 CJ0003  ___________________________________________________________________
 CJ0003* NAD 83(1986)-  32 58 53.     (N)    079 39 36.     (W)     SCALED    
 CJ0003* NAVD 88     -         6.196  (meters)      20.33   (feet)  POSTED    
 CJ0003  ___________________________________________________________________
 CJ0003  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 CJ0003  DYNAMIC HT  -           6.190 (meters)      20.31  (feet)  COMP
 CJ0003  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 CJ0003
 CJ0003  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CJ0003
 CJ0003.The horizontal coordinates were scaled from a topographic map and have
 CJ0003.an estimated accuracy of +/- 6 seconds.
 CJ0003
 CJ0003.The orthometric height was determined by differential leveling
 CJ0003.and adjusted by the National Geodetic Survey in 1992..
 CJ0003.No vertical observational check was made to the station.
 CJ0003.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CJ0003.was located on a no-check spur therefore a value was not computed.
 CJ0003
 CJ0003.The geoid height was determined by GEOID03.
 CJ0003
 CJ0003.The dynamic height is computed by dividing the NAVD 88
 CJ0003.geopotential number by the normal gravity value computed on the
 CJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0003.degrees latitude (g = 980.6199 gals.).
 CJ0003
 CJ0003.The modeled gravity was interpolated from observed gravity values.
 CJ0003
 CJ0003;                    North         East    Units  Estimated Accuracy
 CJ0003;SPC SC       -   128,130.      734,830.      MT  (+/- 180 meters Scaled)
 CJ0003
 CJ0003                          SUPERSEDED SURVEY CONTROL
 CJ0003
 CJ0003  NGVD 29 (??/??/92)    6.393  (m)           20.97   (f) ADJ UNCH    1 2
 CJ0003
 CJ0003.Superseded values are not recommended for survey control.
 CJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0003.See file dsdata.txt to determine how the superseded data were derived.
 CJ0003
 CJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS252500(NAD 83)
 CJ0003_MARKER: DD = SURVEY DISK
 CJ0003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CJ0003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CJ0003_STAMPING: 21.306
 CJ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0003
 CJ0003  HISTORY     - Date     Condition        Report By
 CJ0003  HISTORY     - UNK      MONUMENTED       USGS
 CJ0003  HISTORY     - 1962     MARK NOT FOUND   NGS
 CJ0003
 CJ0003                          STATION DESCRIPTION
 CJ0003
 CJ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CJ0003'19.9 MI NE FROM MOUNT PLEASANT.
 CJ0003'19.9 MILES NORTH ALONG U.S. HIGHWAY 701 FROM MOUNT PLEASANT,
 CJ0003'CHARLESTON COUNTY, 0.2 MILE EAST OF THE HIGHWAY, 160 FEET
 CJ0003'EAST OF MILEPOST MT. P. 21-MC C. 15, 130 FEET NORTHWEST OF THE
 CJ0003'AWENDAW PUBLIC SCHOOL, AT THE NORTHWEST CORNER OF THE SCHOOLYARD,
 CJ0003'30 FEET EAST OF THE CENTERLINE OF SEEWEE ROAD, 10 FEET NORTH
 CJ0003'OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, AND LEVEL WITH THE
 CJ0003'GRADE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 CJ0003'21.306 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 CJ0003'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4221 ***********************************************************************
 EB4221  DESIGNATION -  21 001
 EB4221  PID         -  EB4221
 EB4221  STATE/COUNTY-  SC/FLORENCE
 EB4221  USGS QUAD   -  FLORENCE WEST (1986)
 EB4221
 EB4221                         *CURRENT SURVEY CONTROL
 EB4221  ___________________________________________________________________
 EB4221* NAD 83(1986)-  34 11 18.     (N)    079 46 04.     (W)     SCALED    
 EB4221* NAVD 88     -        37.270  (meters)     122.28   (feet)  ADJUSTED  
 EB4221  ___________________________________________________________________
 EB4221  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 EB4221  DYNAMIC HT  -          37.234 (meters)     122.16  (feet)  COMP
 EB4221  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EB4221
 EB4221  VERT ORDER  -  FIRST     CLASS II
 EB4221
 EB4221.The horizontal coordinates were scaled from a topographic map and have
 EB4221.an estimated accuracy of +/- 6 seconds.
 EB4221
 EB4221.The orthometric height was determined by differential leveling
 EB4221.and adjusted by the National Geodetic Survey in June 1994..
 EB4221
 EB4221.The geoid height was determined by GEOID03.
 EB4221
 EB4221.The dynamic height is computed by dividing the NAVD 88
 EB4221.geopotential number by the normal gravity value computed on the
 EB4221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4221.degrees latitude (g = 980.6199 gals.).
 EB4221
 EB4221.The modeled gravity was interpolated from observed gravity values.
 EB4221
 EB4221;                    North         East    Units  Estimated Accuracy
 EB4221;SPC SC       -   261,840.      723,170.      MT  (+/- 180 meters Scaled)
 EB4221
 EB4221                          SUPERSEDED SURVEY CONTROL
 EB4221
 EB4221.No superseded survey control is available for this station.
 EB4221
 EB4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT135837(NAD 83)
 EB4221_MARKER: DD = SURVEY DISK
 EB4221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4221_SP_SET: CONCRETE POST
 EB4221_STAMPING: 21 001 1993
 EB4221_MARK LOGO: SCGS  
 EB4221_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4221+STABILITY: SURFACE MOTION
 EB4221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4221+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4221
 EB4221  HISTORY     - Date     Condition        Report By
 EB4221  HISTORY     - 1993     MONUMENTED       SCGS
 EB4221  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 EB4221  HISTORY     - 20041123 MARK NOT FOUND   USPSQD
 EB4221
 EB4221                          STATION DESCRIPTION
 EB4221
 EB4221'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4221'STATION IS LOCATED IN FLORENCE. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4221'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4221'803-737-1350.
 EB4221'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 301
 EB4221'(PALMETTO STREET) AND 52 (IRBY STREET) IN FLORENCE, GO SOUTH ON
 EB4221'HIGHWAYS 52 AND 301 FOR 0.35 MILE (0.56 KM) TO WEST DE JONGH STREET
 EB4221'RIGHT AND THE STATION IN THE SOUTHWEST ANGLE.
 EB4221'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EB4221'(15.2 CM) ABOVE THE HIGHWAYS, 20.0 FEET (6.1 M) WEST OF WEST EDGE OF
 EB4221'THE SIDEWALK OF THE HIGHWAY, 16.0 FEET (4.9 M) SOUTH OF THE CENTER OF
 EB4221'WEST DE JONGH STREET, 19.2 FEET (5.9 M) WEST NORTHWEST OF A METAL
 EB4221'POST WITH A PEE DEE RESTAURANT EQUIPMENT SIGN ATTACHED, 3.0 FEET
 EB4221'(0.9 M) NORTHEAST OF THE NORTHEAST EDGE OF A CURB OF THE PARKING
 EB4221'AREA, 86.8 FEET (26.5 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF A
 EB4221'BRICK BUILDING (PETES CAFE), 2.6 FEET (0.8 M) EAST SOUTHEAST OF A
 EB4221'WITNESS POST.
 EB4221'DESCRIBED BY T. HALL.
 EB4221
 EB4221                          STATION RECOVERY (2003)
 EB4221
 EB4221'RECOVERY NOTE BY US POWER SQUADRON 2003 (CNF)
 EB4221'MARK NOT FOUND.
 EB4221
 EB4221                          STATION RECOVERY (2004)
 EB4221
 EB4221'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4221'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EB4221'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4222 ***********************************************************************
 EB4222  DESIGNATION -  21 002
 EB4222  PID         -  EB4222
 EB4222  STATE/COUNTY-  SC/FLORENCE
 EB4222  USGS QUAD   -  FLORENCE WEST (1986)
 EB4222
 EB4222                         *CURRENT SURVEY CONTROL
 EB4222  ___________________________________________________________________
 EB4222* NAD 83(1986)-  34 10 46.     (N)    079 45 59.     (W)     SCALED    
 EB4222* NAVD 88     -        37.955  (meters)     124.52   (feet)  ADJUSTED  
 EB4222  ___________________________________________________________________
 EB4222  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 EB4222  DYNAMIC HT  -          37.919 (meters)     124.41  (feet)  COMP
 EB4222  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 EB4222
 EB4222  VERT ORDER  -  FIRST     CLASS II
 EB4222
 EB4222.The horizontal coordinates were scaled from a topographic map and have
 EB4222.an estimated accuracy of +/- 6 seconds.
 EB4222
 EB4222.The orthometric height was determined by differential leveling
 EB4222.and adjusted by the National Geodetic Survey in June 1994..
 EB4222
 EB4222.The geoid height was determined by GEOID03.
 EB4222
 EB4222.The dynamic height is computed by dividing the NAVD 88
 EB4222.geopotential number by the normal gravity value computed on the
 EB4222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4222.degrees latitude (g = 980.6199 gals.).
 EB4222
 EB4222.The modeled gravity was interpolated from observed gravity values.
 EB4222
 EB4222;                    North         East    Units  Estimated Accuracy
 EB4222;SPC SC       -   260,860.      723,310.      MT  (+/- 180 meters Scaled)
 EB4222
 EB4222                          SUPERSEDED SURVEY CONTROL
 EB4222
 EB4222.No superseded survey control is available for this station.
 EB4222
 EB4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT136827(NAD 83)
 EB4222_MARKER: DD = SURVEY DISK
 EB4222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4222_SP_SET: CONCRETE POST
 EB4222_STAMPING: 21 002 1993
 EB4222_MARK LOGO: SCGS  
 EB4222_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4222+STABILITY: SURFACE MOTION
 EB4222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4222+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4222
 EB4222  HISTORY     - Date     Condition        Report By
 EB4222  HISTORY     - 1993     MONUMENTED       SCGS
 EB4222  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 EB4222  HISTORY     - 20041123 MARK NOT FOUND   USPSQD
 EB4222
 EB4222                          STATION DESCRIPTION
 EB4222
 EB4222'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4222'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTH OF FLORENCE.
 EB4222'OWNERSHIP--MOUNT HOPE CEMETERY, 100 CHEROKEE ROAD, FLORENCE, SC
 EB4222'29501, PHONE 803-662-5145.
 EB4222'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 301
 EB4222'(PALMETTO STREET) AND 52 (IRBY STREET) IN FLORENCE, GO SOUTH ON
 EB4222'HIGHWAYS 52 AND 301 FOR 0.7 MILE (1.1 KM) TO CHEROKEE ROAD, CONTINUE
 EB4222'ON HIGHWAYS 52 AND 301 FOR 0.3 MILE (0.5 KM) TO AN ENTRANCE ROAD LEFT
 EB4222'LEADING INTO THE MOUNT HOPE CEMETERY AND THE STATION IN A GRASSY
 EB4222'MEDIAN BETWEEN THE ENTRANCE/EXIT DRIVES FOR THE CEMETERY.
 EB4222'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4222'DRIVE, 26.3 FEET (8.0 M) NORTHEAST OF THE NORTHEAST CORNER OF A STONE
 EB4222'ENTRANCE MONUMENT AT THE SOUTHEAST ANGLE OF THE ENTRANCE, 26.2 FEET
 EB4222'(8.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE ENTRANCE
 EB4222'MONUMENT AT THE NORTHEAST ANGLE OF THE ENTRANCE, 73.8 FEET (22.5 M)
 EB4222'EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.9 FEET
 EB4222'(1.8 M) EAST OF THE EAST EDGE OF THE CURB OF THE MEDIAN, 3.1 FEET
 EB4222'(0.9 M) SOUTH OF THE SOUTH EDGE OF THE CURB OF THE MEDIAN AT THE EXIT
 EB4222'LANE, 2.9 FEET (0.9 M) NORTH OF THE NORTH EDGE OF THE CURB OF THE
 EB4222'MEDIAN AT THE ENTRANCE LANE, 97.1 FEET (29.6 M) WEST OF A FLAG POLE.
 EB4222'DESCRIBED BY T. HALL.
 EB4222
 EB4222                          STATION RECOVERY (2003)
 EB4222
 EB4222'RECOVERY NOTE BY US POWER SQUADRON 2003 (JMF)
 EB4222'MARK NOT FOUND.
 EB4222
 EB4222                          STATION RECOVERY (2004)
 EB4222
 EB4222'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4222'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EB4222'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4223 ***********************************************************************
 EB4223  DESIGNATION -  21 003
 EB4223  PID         -  EB4223
 EB4223  STATE/COUNTY-  SC/FLORENCE
 EB4223  USGS QUAD   -  FLORENCE WEST (1986)
 EB4223
 EB4223                         *CURRENT SURVEY CONTROL
 EB4223  ___________________________________________________________________
 EB4223* NAD 83(2001)-  34 10 23.98383(N)    079 45 55.57275(W)     ADJUSTED  
 EB4223* NAVD 88     -        27.827  (meters)      91.30   (feet)  ADJUSTED  
 EB4223  ___________________________________________________________________
 EB4223  X           -     938,582.565 (meters)                     COMP
 EB4223  Y           -  -5,198,427.784 (meters)                     COMP
 EB4223  Z           -   3,562,367.164 (meters)                     COMP
 EB4223  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 EB4223  ELLIP HEIGHT-          -4.37  (meters)          (03/13/03) GPS OBS
 EB4223  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 EB4223  DYNAMIC HT  -          27.800 (meters)      91.21  (feet)  COMP
 EB4223  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EB4223
 EB4223  HORZ ORDER  -  FIRST
 EB4223  VERT ORDER  -  FIRST     CLASS II
 EB4223  ELLP ORDER  -  FOURTH    CLASS II
 EB4223
 EB4223.The horizontal coordinates were established by GPS observations
 EB4223.and adjusted by the National Geodetic Survey in March 2003..
 EB4223
 EB4223.The orthometric height was determined by differential leveling
 EB4223.and adjusted by the National Geodetic Survey in June 1994..
 EB4223
 EB4223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4223
 EB4223.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4223
 EB4223.The ellipsoidal height was determined by GPS observations
 EB4223.and is referenced to NAD 83.
 EB4223
 EB4223.The geoid height was determined by GEOID03.
 EB4223
 EB4223.The dynamic height is computed by dividing the NAVD 88
 EB4223.geopotential number by the normal gravity value computed on the
 EB4223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4223.degrees latitude (g = 980.6199 gals.).
 EB4223
 EB4223.The modeled gravity was interpolated from observed gravity values.
 EB4223
 EB4223;                    North         East     Units Scale Factor Converg.
 EB4223;SPC SC       -   260,177.614   723,400.870   MT  0.99983223   +0 41 04.0
 EB4223;SPC SC       -   853,601.10  2,373,362.43   iFT  0.99983223   +0 41 04.0
 EB4223;UTM  17      - 3,782,063.214   613,780.420   MT  0.99975958   +0 41 36.7
 EB4223
 EB4223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4223!SPC SC       -   1.00000069  x   0.99983223  =   0.99983292
 EB4223!UTM  17      -   1.00000069  x   0.99975958  =   0.99976027
 EB4223
 EB4223                          SUPERSEDED SURVEY CONTROL
 EB4223
 EB4223  NAD 83(1995)-  34 10 23.98391(N)    079 45 55.57275(W) AD(       ) 1
 EB4223  ELLIP H (12/20/99)   -4.37   (m)                       GP(       ) 4 1
 EB4223  NAD 83(1986)-  34 10 23.99589(N)    079 45 55.57169(W) AD(       ) 1
 EB4223
 EB4223.Superseded values are not recommended for survey control.
 EB4223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4223.See file dsdata.txt to determine how the superseded data were derived.
 EB4223
 EB4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1378082063(NAD 83)
 EB4223_MARKER: DD = SURVEY DISK
 EB4223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4223_SP_SET: CONCRETE POST
 EB4223_STAMPING: 21 003 1993
 EB4223_MARK LOGO: SCGS  
 EB4223_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4223+STABILITY: SURFACE MOTION
 EB4223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4223+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 EB4223
 EB4223  HISTORY     - Date     Condition        Report By
 EB4223  HISTORY     - 1993     MONUMENTED       SCGS
 EB4223  HISTORY     - 19970108 GOOD             SCGS
 EB4223  HISTORY     - 20031122 GOOD             USPSQD
 EB4223  HISTORY     - 20041123 GOOD             USPSQD
 EB4223  HISTORY     - 20060117 GOOD             USPSQD
 EB4223
 EB4223                          STATION DESCRIPTION
 EB4223
 EB4223'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4223'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTH OF FLORENCE.
 EB4223'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4223'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EB4223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52, 301 (SOUTH
 EB4223'IRBY STREET) AND STATE HIGHWAY 51 (SECOND LOOP ROAD), 1.9 MILES
 EB4223'(3.1 KM) SOUTH OF FLORENCE, GO NORTH NORTHEAST ON HIGHWAYS 52 AND 301
 EB4223'FOR 0.45 MILE (0.72 KM) TO THE SOUTH END OF THE BRIDGE OVER JEFFERIES
 EB4223'CREEK AND THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF THE
 EB4223'WINGWALL.
 EB4223'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4223'SIDEWALK, 1.4 FEET (0.4 M) EAST OF THE EAST EDGE OF THE SIDEWALK, 6.0
 EB4223'FEET (1.8 M) SOUTH OF THE SOUTHEAST CORNER OF THE WINGWALL, 36.2 FEET
 EB4223'(11.0 M) NORTH OF THE CENTER OF A CIRCULAR METAL DRAIN ACCESS COVER
 EB4223'SET INTO THE SIDEWALK, 1.5 FEET (0.5 M) WEST OF A WITNESS POST.
 EB4223'DESCRIBED BY T. HALL.
 EB4223
 EB4223                          STATION RECOVERY (1997)
 EB4223
 EB4223'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 EB4223'RECOVERED AS DESCRIBED.
 EB4223
 EB4223                          STATION RECOVERY (2003)
 EB4223
 EB4223'RECOVERY NOTE BY US POWER SQUADRON 2003 (CNF)
 EB4223'RECOVERED IN GOOD CONDITION.
 EB4223
 EB4223                          STATION RECOVERY (2004)
 EB4223
 EB4223'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4223'RECOVERED IN GOOD CONDITION.
 EB4223
 EB4223                          STATION RECOVERY (2006)
 EB4223
 EB4223'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4211 ***********************************************************************
 EB4211  DESIGNATION -  21 004
 EB4211  PID         -  EB4211
 EB4211  STATE/COUNTY-  SC/FLORENCE
 EB4211  USGS QUAD   -  FLORENCE WEST (1986)
 EB4211
 EB4211                         *CURRENT SURVEY CONTROL
 EB4211  ___________________________________________________________________
 EB4211* NAD 83(1986)-  34 09 58.     (N)    079 45 52.     (W)     SCALED    
 EB4211* NAVD 88     -        35.700  (meters)     117.13   (feet)  ADJUSTED  
 EB4211  ___________________________________________________________________
 EB4211  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 EB4211  DYNAMIC HT  -          35.665 (meters)     117.01  (feet)  COMP
 EB4211  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 EB4211
 EB4211  VERT ORDER  -  FIRST     CLASS II
 EB4211
 EB4211.The horizontal coordinates were scaled from a topographic map and have
 EB4211.an estimated accuracy of +/- 6 seconds.
 EB4211
 EB4211.The orthometric height was determined by differential leveling
 EB4211.and adjusted by the National Geodetic Survey in June 1994..
 EB4211
 EB4211.The geoid height was determined by GEOID03.
 EB4211
 EB4211.The dynamic height is computed by dividing the NAVD 88
 EB4211.geopotential number by the normal gravity value computed on the
 EB4211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4211.degrees latitude (g = 980.6199 gals.).
 EB4211
 EB4211.The modeled gravity was interpolated from observed gravity values.
 EB4211
 EB4211;                    North         East    Units  Estimated Accuracy
 EB4211;SPC SC       -   259,380.      723,500.      MT  (+/- 180 meters Scaled)
 EB4211
 EB4211                          SUPERSEDED SURVEY CONTROL
 EB4211
 EB4211.No superseded survey control is available for this station.
 EB4211
 EB4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT138812(NAD 83)
 EB4211_MARKER: DD = SURVEY DISK
 EB4211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4211_SP_SET: CONCRETE POST
 EB4211_STAMPING: 21 004 1993
 EB4211_MARK LOGO: SCGS  
 EB4211_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4211+STABILITY: SURFACE MOTION
 EB4211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4211+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 EB4211
 EB4211  HISTORY     - Date     Condition        Report By
 EB4211  HISTORY     - 1993     MONUMENTED       SCGS
 EB4211  HISTORY     - 20031122 GOOD             USPSQD
 EB4211  HISTORY     - 20041123 GOOD             USPSQD
 EB4211  HISTORY     - 20060117 GOOD             USPSQD
 EB4211
 EB4211                          STATION DESCRIPTION
 EB4211
 EB4211'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4211'STATION IS LOCATED NEAR A POWER POLE AND A LARGE METAL HARDEES SIGN IN
 EB4211'THE SOUTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAYS 52, 301 (SOUTH
 EB4211'IRBY STREET) AND STATE HIGHWAY 51 (SECOND LOOP ROAD),  1.9 MILES
 EB4211'(3.1 KM) SOUTH OF FLORENCE. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4211'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4211'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4211'0.5 FOOT (15.2 CM) ABOVE THE HIGHWAYS, 5.7 FEET (1.7 M) SOUTH
 EB4211'SOUTHWEST OF THE POWER POLE WITH TWO GUY WIRES, 7.8 FEET (2.4 M)
 EB4211'NORTHWEST OF THE CENTER OF A METAL WATER METER COVER, 11.3 FEET
 EB4211'(3.4 M) NORTHEAST OF THE EAST CORNER OF A CONCRETE FOUNDATION OF THE
 EB4211'LARGE METAL HARDEES SIGN, 19.6 FEET (6.0 M) EAST SOUTHEAST OF THE
 EB4211'SOUTHEAST CORNER OF A CONCRETE FOUNDATION OF A LIGHT POST WITH THREE
 EB4211'LIGHTS, 7.3 FEET (2.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 EB4211'SIDEWALK AT THE JUNCTION, 5.3 FEET (1.6 M) SOUTH SOUTHWEST OF A
 EB4211'WITNESS POST. DESCRIBED BY T. HALL.
 EB4211
 EB4211                          STATION RECOVERY (2003)
 EB4211
 EB4211'RECOVERY NOTE BY US POWER SQUADRON 2003 (CNF)
 EB4211'RECOVERED IN GOOD CONDITION.
 EB4211
 EB4211                          STATION RECOVERY (2004)
 EB4211
 EB4211'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4211'RECOVERED IN GOOD CONDITION.
 EB4211
 EB4211                          STATION RECOVERY (2006)
 EB4211
 EB4211'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4224 ***********************************************************************
 EB4224  DESIGNATION -  21 005
 EB4224  PID         -  EB4224
 EB4224  STATE/COUNTY-  SC/FLORENCE
 EB4224  USGS QUAD   -  FLORENCE WEST (1986)
 EB4224
 EB4224                         *CURRENT SURVEY CONTROL
 EB4224  ___________________________________________________________________
 EB4224* NAD 83(1986)-  34 09 07.     (N)    079 46 08.     (W)     SCALED    
 EB4224* NAVD 88     -        34.820  (meters)     114.24   (feet)  ADJUSTED  
 EB4224  ___________________________________________________________________
 EB4224  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 EB4224  DYNAMIC HT  -          34.786 (meters)     114.13  (feet)  COMP
 EB4224  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 EB4224
 EB4224  VERT ORDER  -  FIRST     CLASS II
 EB4224
 EB4224.The horizontal coordinates were scaled from a topographic map and have
 EB4224.an estimated accuracy of +/- 6 seconds.
 EB4224
 EB4224.The orthometric height was determined by differential leveling
 EB4224.and adjusted by the National Geodetic Survey in June 1994..
 EB4224
 EB4224.The geoid height was determined by GEOID03.
 EB4224
 EB4224.The dynamic height is computed by dividing the NAVD 88
 EB4224.geopotential number by the normal gravity value computed on the
 EB4224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4224.degrees latitude (g = 980.6199 gals.).
 EB4224
 EB4224.The modeled gravity was interpolated from observed gravity values.
 EB4224
 EB4224;                    North         East    Units  Estimated Accuracy
 EB4224;SPC SC       -   257,800.      723,110.      MT  (+/- 180 meters Scaled)
 EB4224
 EB4224                          SUPERSEDED SURVEY CONTROL
 EB4224
 EB4224.No superseded survey control is available for this station.
 EB4224
 EB4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT134796(NAD 83)
 EB4224_MARKER: DD = SURVEY DISK
 EB4224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4224_SP_SET: CONCRETE POST
 EB4224_STAMPING: 21 005 1993
 EB4224_MARK LOGO: SCGS  
 EB4224_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4224+STABILITY: SURFACE MOTION
 EB4224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4224+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004
 EB4224
 EB4224  HISTORY     - Date     Condition        Report By
 EB4224  HISTORY     - 1993     MONUMENTED       SCGS
 EB4224  HISTORY     - 20040911 GOOD             USPSQD
 EB4224
 EB4224                          STATION DESCRIPTION
 EB4224
 EB4224'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4224'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTH OF FLORENCE.
 EB4224'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4224'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EB4224'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52, 301 (SOUTH
 EB4224'IRBY STREET) AND STATE HIGHWAY 51 (SECOND LOOP ROAD), 1.9 MILES
 EB4224'(3.1 KM) SOUTH OF FLORENCE, GO SOUTH SOUTHWEST ON HIGHWAYS 52 AND 301
 EB4224'FOR 1.05 MILES (1.69 KM) TO THE STATION ON THE LEFT IN FRONT OF A
 EB4224'BRICK PLANTER AROUND A LARGE SIGN FOR THE FLORENCE BAPTIST TEMPLE AND
 EB4224'CHRISTAIN SCHOOLS.
 EB4224'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 EB4224'BELOW THE HIGHWAY, 41.6 FEET (12.7 M) EAST SOUTHEAST OF THE CENTER OF
 EB4224'THE NORTHBOUND LANES OF THE HIGHWAY, 6.5 FEET (2.0 M) SOUTHWEST OF
 EB4224'THE NORTHWEST CORNER OF THE BRICK SIGN BASE, 6.2 FEET (1.9 M) NORTH
 EB4224'OF THE SOUTHWEST CORNER OF THE BRICK SIGN BASE, 47.7 FEET (14.5 M)
 EB4224'NORTH NORTHEAST OF A POWER POLE AF22 WITH GUY WIRE, 28.7 FEET (8.7 M)
 EB4224'SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL DRAIN GRATE.
 EB4224'DESCRIBED BY T. HALL.
 EB4224
 EB4224                          STATION RECOVERY (2004)
 EB4224
 EB4224'RECOVERY NOTE BY US POWER SQUADRON 2004 (KBJ)
 EB4224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4225 ***********************************************************************
 EB4225  DESIGNATION -  21 006
 EB4225  PID         -  EB4225
 EB4225  STATE/COUNTY-  SC/FLORENCE
 EB4225  USGS QUAD   -  FLORENCE WEST (1986)
 EB4225
 EB4225                         *CURRENT SURVEY CONTROL
 EB4225  ___________________________________________________________________
 EB4225* NAD 83(1986)-  34 07 55.     (N)    079 46 49.     (W)     SCALED    
 EB4225* NAVD 88     -        34.343  (meters)     112.67   (feet)  ADJUSTED  
 EB4225  ___________________________________________________________________
 EB4225  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 EB4225  DYNAMIC HT  -          34.309 (meters)     112.56  (feet)  COMP
 EB4225  MODELED GRAV-     979,663.7   (mgal)                       NAVD 88
 EB4225
 EB4225  VERT ORDER  -  FIRST     CLASS II
 EB4225
 EB4225.The horizontal coordinates were scaled from a topographic map and have
 EB4225.an estimated accuracy of +/- 6 seconds.
 EB4225
 EB4225.The orthometric height was determined by differential leveling
 EB4225.and adjusted by the National Geodetic Survey in June 1994..
 EB4225
 EB4225.The geoid height was determined by GEOID03.
 EB4225
 EB4225.The dynamic height is computed by dividing the NAVD 88
 EB4225.geopotential number by the normal gravity value computed on the
 EB4225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4225.degrees latitude (g = 980.6199 gals.).
 EB4225
 EB4225.The modeled gravity was interpolated from observed gravity values.
 EB4225
 EB4225;                    North         East    Units  Estimated Accuracy
 EB4225;SPC SC       -   255,570.      722,090.      MT  (+/- 180 meters Scaled)
 EB4225
 EB4225                          SUPERSEDED SURVEY CONTROL
 EB4225
 EB4225.No superseded survey control is available for this station.
 EB4225
 EB4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT124774(NAD 83)
 EB4225_MARKER: DD = SURVEY DISK
 EB4225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4225_SP_SET: CONCRETE POST
 EB4225_STAMPING: 21 006 1993
 EB4225_MARK LOGO: SCGS  
 EB4225_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4225+STABILITY: SURFACE MOTION
 EB4225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4225+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 EB4225
 EB4225  HISTORY     - Date     Condition        Report By
 EB4225  HISTORY     - 1993     MONUMENTED       SCGS
 EB4225  HISTORY     - 20050311 GOOD             USPSQD
 EB4225
 EB4225                          STATION DESCRIPTION
 EB4225
 EB4225'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4225'STATION IS LOCATED 4.25 MILES (6.84 KM) SOUTH OF FLORENCE, 10.9 MILES
 EB4225'(17.5 KM) NORTH OF COWARD. OWNERSHIP--SOUTH FLORENCE HIGH SCHOOL.
 EB4225'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52, 301 (SOUTH
 EB4225'IRBY STREET) AND STATE HIGHWAY 51 (SECOND LOOP ROAD), 1.9 MILES
 EB4225'(3.1 KM) SOUTH OF FLORENCE, GO SOUTH SOUTHWEST ON HIGHWAYS 52 AND 301
 EB4225'FOR 2.35 MILES (3.78 KM) TO THE JUNCTION OF STATE ROADS 107 RIGHT AND
 EB4225'57 LEFT, TURN LEFT ON ROAD 57 FOR 0.05 MILE (0.08 KM) TO AN ENTRANCE
 EB4225'DRIVEWAY RIGHT LEADING SOUTH TO THE FRONT OF THE SOUTH FLORENCE HIGH
 EB4225'SCHOOL, TURN RIGHT ON THE DRIVEWAY FOR 0.1 MILE (0.2 KM) TO THE
 EB4225'STATION ON THE LEFT NEAR THE FLAG POLE IN FRONT OF THE SCHOOL.
 EB4225'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4225'SIDEWALKS, 6.6 FEET (2.0 M) WEST OF THE FLAG POLE, 19.1 FEET (5.8 M)
 EB4225'SOUTH OF THE SOUTH EDGE OF A SIDEWALK LEADING TO THE FRONT DOORS OF
 EB4225'THE SCHOOL, 19.0 FEET (5.8 M) NORTH OF THE NORTH EDGE OF A SIDEWALK
 EB4225'LEADING TO THE FRONT DOORS OF THE SCHOOL, 62.5 FEET (19.1 M) NORTH
 EB4225'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK CORNER AT THE FRONT OF
 EB4225'THE SCHOOL WITH GLASS PANES AND A SLOPED ROOF.
 EB4225'DESCRIBED BY T. HALL.
 EB4225
 EB4225                          STATION RECOVERY (2005)
 EB4225
 EB4225'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRM)
 EB4225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4226 ***********************************************************************
 EB4226  DESIGNATION -  21 007
 EB4226  PID         -  EB4226
 EB4226  STATE/COUNTY-  SC/FLORENCE
 EB4226  USGS QUAD   -  EFFINGHAM (1986)
 EB4226
 EB4226                         *CURRENT SURVEY CONTROL
 EB4226  ___________________________________________________________________
 EB4226* NAD 83(1986)-  34 07 25.     (N)    079 46 44.     (W)     SCALED    
 EB4226* NAVD 88     -        35.201  (meters)     115.49   (feet)  ADJUSTED  
 EB4226  ___________________________________________________________________
 EB4226  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EB4226  DYNAMIC HT  -          35.167 (meters)     115.38  (feet)  COMP
 EB4226  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 EB4226
 EB4226  VERT ORDER  -  FIRST     CLASS II
 EB4226
 EB4226.The horizontal coordinates were scaled from a topographic map and have
 EB4226.an estimated accuracy of +/- 6 seconds.
 EB4226
 EB4226.The orthometric height was determined by differential leveling
 EB4226.and adjusted by the National Geodetic Survey in June 1994..
 EB4226
 EB4226.The geoid height was determined by GEOID03.
 EB4226
 EB4226.The dynamic height is computed by dividing the NAVD 88
 EB4226.geopotential number by the normal gravity value computed on the
 EB4226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4226.degrees latitude (g = 980.6199 gals.).
 EB4226
 EB4226.The modeled gravity was interpolated from observed gravity values.
 EB4226
 EB4226;                    North         East    Units  Estimated Accuracy
 EB4226;SPC SC       -   254,650.      722,230.      MT  (+/- 180 meters Scaled)
 EB4226
 EB4226                          SUPERSEDED SURVEY CONTROL
 EB4226
 EB4226.No superseded survey control is available for this station.
 EB4226
 EB4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT126765(NAD 83)
 EB4226_MARKER: DD = SURVEY DISK
 EB4226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4226_SP_SET: CONCRETE POST
 EB4226_STAMPING: 21 007 1993
 EB4226_MARK LOGO: SCGS  
 EB4226_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4226+STABILITY: SURFACE MOTION
 EB4226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4226+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 EB4226
 EB4226  HISTORY     - Date     Condition        Report By
 EB4226  HISTORY     - 1993     MONUMENTED       SCGS
 EB4226  HISTORY     - 20010414 GOOD             USPSQD
 EB4226  HISTORY     - 20041124 GOOD             USPSQD
 EB4226  HISTORY     - 20060118 GOOD             USPSQD
 EB4226
 EB4226                          STATION DESCRIPTION
 EB4226
 EB4226'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4226'STATION IS LOCATED 5.25 MILES (8.45 KM) SOUTH OF FLORENCE, 11.3 MILES
 EB4226'(18.2 KM) NORTH OF COWARD. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4226'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4226'803-737-1350.
 EB4226'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52, 301 (SOUTH
 EB4226'IRBY STREET) AND STATE HIGHWAY 51 (SECOND LOOP ROAD), 1.9 MILES
 EB4226'(3.1 KM) SOUTH OF FLORENCE, GO SOUTH SOUTHWEST ON HIGHWAYS 52 AND 301
 EB4226'FOR 2.35 MILES (3.78 KM) TO THE JUNCTION OF STATE ROADS 107 RIGHT AND
 EB4226'57 LEFT, CONTINUE ON HIGHWAYS 301 AND 52 FOR 0.9 MILE (1.4 KM) TO A
 EB4226'CONCRETE DRIVEWAY LEFT LEADING TO A TWO STORY HOUSE AND THE STATION
 EB4226'NEAR A BRICK ENTRANCEWAY IN THE SOUTHEAST ANGLE OF THE DRIVEWAY.
 EB4226'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EB4226'(15.2 CM) BELOW THE HIGHWAY, 33.5 FEET (10.2 M) NORTH OF A POWER POLE
 EB4226'94/AK30 WITH FOUR GUY WIRES, 25.4 FEET (7.7 M) SOUTH SOUTHWEST OF A
 EB4226'POWER POLE XYV17 WITH A SECURITY LIGHT, 48.6 FEET (14.8 M) EAST
 EB4226'SOUTHEAST OF THE NORTHBOUND LANES OF THE HIGHWAY, 13.7 FEET (4.2 M)
 EB4226'EAST SOUTHEAST OF THE CENTER OF A METAL WATER METER COVER, 6.9 FEET
 EB4226'(2.1 M) SOUTH SOUTHWEST OF THE SOUTH EDGE OF THE CONCRETE DRIVEWAY,
 EB4226'5.0 FEET (1.5 M) WEST OF THE NORTHWEST CORNER OF THE BRICK
 EB4226'ENTRANCEWAY, 23.0 FEET (7.0 M) EAST OF THE NORTHEAST CORNER OF A
 EB4226'BRICK MAILBOX STAND.
 EB4226'DESCRIBED BY T. HALL.
 EB4226
 EB4226                          STATION RECOVERY (2001)
 EB4226
 EB4226'RECOVERY NOTE BY US POWER SQUADRON 2001 (SSG)
 EB4226'RECOVERED IN GOOD CONDITION.
 EB4226
 EB4226                          STATION RECOVERY (2004)
 EB4226
 EB4226'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4226'RECOVERED IN GOOD CONDITION.
 EB4226
 EB4226                          STATION RECOVERY (2006)
 EB4226
 EB4226'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4229 ***********************************************************************
 EB4229  DESIGNATION -  21 008
 EB4229  PID         -  EB4229
 EB4229  STATE/COUNTY-  SC/FLORENCE
 EB4229  USGS QUAD   -  EFFINGHAM (1986)
 EB4229
 EB4229                         *CURRENT SURVEY CONTROL
 EB4229  ___________________________________________________________________
 EB4229* NAD 83(1986)-  34 06 41.     (N)    079 46 57.     (W)     SCALED    
 EB4229* NAVD 88     -        34.660  (meters)     113.71   (feet)  ADJUSTED  
 EB4229  ___________________________________________________________________
 EB4229  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EB4229  DYNAMIC HT  -          34.626 (meters)     113.60  (feet)  COMP
 EB4229  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 EB4229
 EB4229  VERT ORDER  -  FIRST     CLASS II
 EB4229
 EB4229.The horizontal coordinates were scaled from a topographic map and have
 EB4229.an estimated accuracy of +/- 6 seconds.
 EB4229
 EB4229.The orthometric height was determined by differential leveling
 EB4229.and adjusted by the National Geodetic Survey in June 1994..
 EB4229
 EB4229.The geoid height was determined by GEOID03.
 EB4229
 EB4229.The dynamic height is computed by dividing the NAVD 88
 EB4229.geopotential number by the normal gravity value computed on the
 EB4229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4229.degrees latitude (g = 980.6199 gals.).
 EB4229
 EB4229.The modeled gravity was interpolated from observed gravity values.
 EB4229
 EB4229;                    North         East    Units  Estimated Accuracy
 EB4229;SPC SC       -   253,290.      721,910.      MT  (+/- 180 meters Scaled)
 EB4229
 EB4229                          SUPERSEDED SURVEY CONTROL
 EB4229
 EB4229.No superseded survey control is available for this station.
 EB4229
 EB4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT122751(NAD 83)
 EB4229_MARKER: DD = SURVEY DISK
 EB4229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4229_SP_SET: CONCRETE POST
 EB4229_STAMPING: 21 008 1993
 EB4229_MARK LOGO: SCGS  
 EB4229_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4229+STABILITY: SURFACE MOTION
 EB4229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4229+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 EB4229
 EB4229  HISTORY     - Date     Condition        Report By
 EB4229  HISTORY     - 1993     MONUMENTED       SCGS
 EB4229  HISTORY     - 19910112 GOOD             USPSQD
 EB4229  HISTORY     - 20010412 GOOD             USPSQD
 EB4229
 EB4229                          STATION DESCRIPTION
 EB4229
 EB4229'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4229'STATION IS LOCATED 6.2 MILES (10.0 KM) SOUTH OF FLORENCE, 10.4 MILES
 EB4229'(16.7 KM) NORTH OF COWARD. OWNERSHIP--HOWE SPRINGS VOLUNTEER FIRE
 EB4229'DEPARTMENT. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4229'52, 301 (SOUTH IRBY STREET) AND STATE HIGHWAY 51 (SECOND LOOP ROAD),
 EB4229'1.9 MILES (3.1 KM) SOUTH OF FLORENCE, GO SOUTH SOUTHWEST ON HIGHWAYS
 EB4229'52 AND 301 FOR 2.35 MILES (3.78 KM) TO THE JUNCTION OF STATE ROADS
 EB4229'107 RIGHT AND 57 LEFT, CONTINUE ON HIGHWAYS 52 AND 301 FOR 1.8 MILES
 EB4229'(2.9 KM) TO AN ENTRANCE DRIVEWAY LEFT TO THE HOWE SPRINGS VOLUNTEER
 EB4229'FIRE DEPARTMENT AND THE STATION NEAR A FIRE HYDRANT IN THE NORTHEAST
 EB4229'ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4229'GROUND AND LEVEL WITH THE ROAD, 27.1 FEET (8.3 M) NORTHEAST OF THE
 EB4229'NORTH END OF A 2.0-FOOT METAL PIPE CULVERT BENEATH THE DRIVEWAY, 57.7
 EB4229'FEET (17.6 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 EB4229'HIGHWAY, 9.0 FEET (2.7 M) NORTH NORTHEAST OF THE FIRE HYDRANT, 38.4
 EB4229'FEET (11.7 M) NORTHWEST OF THE NORTHWEST CORNER OF THE FIRE STATION,
 EB4229'13.9 FEET (4.2 M) SOUTH SOUTHEAST OF A POWER POLE AL80/115 WITH GUY
 EB4229'WIRE AND A SECURITY LIGHT, 9.5 FEET (2.9 M) SOUTH OF A 1.8-FOOT PINE
 EB4229'TREE, 2.0 FEET (0.6 M) WEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4229
 EB4229                          STATION RECOVERY (1991)
 EB4229
 EB4229'RECOVERY NOTE BY US POWER SQUADRON 1991 (SSG)
 EB4229'RECOVERED IN GOOD CONDITION.
 EB4229
 EB4229                          STATION RECOVERY (2001)
 EB4229
 EB4229'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJG)
 EB4229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4230 ***********************************************************************
 EB4230  DESIGNATION -  21 009
 EB4230  PID         -  EB4230
 EB4230  STATE/COUNTY-  SC/FLORENCE
 EB4230  USGS QUAD   -  EFFINGHAM (1986)
 EB4230
 EB4230                         *CURRENT SURVEY CONTROL
 EB4230  ___________________________________________________________________
 EB4230* NAD 83(1986)-  34 05 43.     (N)    079 46 35.     (W)     SCALED    
 EB4230* NAVD 88     -        33.896  (meters)     111.21   (feet)  ADJUSTED  
 EB4230  ___________________________________________________________________
 EB4230  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 EB4230  DYNAMIC HT  -          33.863 (meters)     111.10  (feet)  COMP
 EB4230  MODELED GRAV-     979,657.0   (mgal)                       NAVD 88
 EB4230
 EB4230  VERT ORDER  -  FIRST     CLASS II
 EB4230
 EB4230.The horizontal coordinates were scaled from a topographic map and have
 EB4230.an estimated accuracy of +/- 6 seconds.
 EB4230
 EB4230.The orthometric height was determined by differential leveling
 EB4230.and adjusted by the National Geodetic Survey in June 1994..
 EB4230
 EB4230.The geoid height was determined by GEOID03.
 EB4230
 EB4230.The dynamic height is computed by dividing the NAVD 88
 EB4230.geopotential number by the normal gravity value computed on the
 EB4230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4230.degrees latitude (g = 980.6199 gals.).
 EB4230
 EB4230.The modeled gravity was interpolated from observed gravity values.
 EB4230
 EB4230;                    North         East    Units  Estimated Accuracy
 EB4230;SPC SC       -   251,510.      722,490.      MT  (+/- 180 meters Scaled)
 EB4230
 EB4230                          SUPERSEDED SURVEY CONTROL
 EB4230
 EB4230.No superseded survey control is available for this station.
 EB4230
 EB4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT128733(NAD 83)
 EB4230_MARKER: DD = SURVEY DISK
 EB4230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4230_SP_SET: CONCRETE POST
 EB4230_STAMPING: 21 009 1993
 EB4230_MARK LOGO: SCGS  
 EB4230_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4230+STABILITY: SURFACE MOTION
 EB4230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4230+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4230
 EB4230  HISTORY     - Date     Condition        Report By
 EB4230  HISTORY     - 1993     MONUMENTED       SCGS
 EB4230  HISTORY     - 20010414 GOOD             USPSQD
 EB4230
 EB4230                          STATION DESCRIPTION
 EB4230
 EB4230'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4230'STATION IS LOCATED 7.3 MILES (11.7 KM) SOUTH OF FLORENCE, 9.3 MILES
 EB4230'(15.0 KM) NORTH OF COWARD. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4230'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4230'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4230'52 AND 301 IN EFFINGHAM, 9.3 MILES (15.0 KM) SOUTH OF FLORENCE, GO
 EB4230'NORTH ON HIGHWAYS 301 AND 52 FOR 2.3 MILES (3.7 KM) TO THE BETHSADIA
 EB4230'UNITED METHODIST CHURCH ON THE LEFT AND THE STATION BEHIND A CONCRETE
 EB4230'BLOCK PLANTER AND SIGN IN FRONT OF THE CHURCH. STATION IS A CONCRETE
 EB4230'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 EB4230'58.1 FEET (17.7 M) SOUTH SOUTHEAST OF THE SOUTHEAST END OF A 1.5-FOOT
 EB4230'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 55.0 FEET (16.8 M)
 EB4230'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.7
 EB4230'FEET (1.7 M) WEST SOUTHWEST OF THE SOUTH CORNER OF THE PLANTER/SIGN
 EB4230'BASE, 5.9 FEET (1.8 M) SOUTH SOUTHWEST OF THE WEST CORNER OF THE
 EB4230'PLANTER/SIGN BASE, 47.5 FEET (14.5 M) NORTHEAST OF THE NORTH CORNER
 EB4230'OF THE MAIN CHURCH BUILDING, 51.3 FEET (15.6 M) NORTH OF THE EAST
 EB4230'CORNER OF THE ENTRANCE WING OF THE CHURCH. DESCRIBED BY T. HALL.
 EB4230
 EB4230                          STATION RECOVERY (2001)
 EB4230
 EB4230'RECOVERY NOTE BY US POWER SQUADRON 2001 (SSG)
 EB4230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4231 ***********************************************************************
 EB4231  DESIGNATION -  21 010
 EB4231  PID         -  EB4231
 EB4231  STATE/COUNTY-  SC/FLORENCE
 EB4231  USGS QUAD   -  EFFINGHAM (1986)
 EB4231
 EB4231                         *CURRENT SURVEY CONTROL
 EB4231  ___________________________________________________________________
 EB4231* NAD 83(1986)-  34 05 11.     (N)    079 45 56.     (W)     SCALED    
 EB4231* NAVD 88     -        32.655  (meters)     107.14   (feet)  ADJUSTED  
 EB4231  ___________________________________________________________________
 EB4231  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 EB4231  DYNAMIC HT  -          32.623 (meters)     107.03  (feet)  COMP
 EB4231  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 EB4231
 EB4231  VERT ORDER  -  FIRST     CLASS II
 EB4231
 EB4231.The horizontal coordinates were scaled from a topographic map and have
 EB4231.an estimated accuracy of +/- 6 seconds.
 EB4231
 EB4231.The orthometric height was determined by differential leveling
 EB4231.and adjusted by the National Geodetic Survey in June 1994..
 EB4231
 EB4231.The geoid height was determined by GEOID03.
 EB4231
 EB4231.The dynamic height is computed by dividing the NAVD 88
 EB4231.geopotential number by the normal gravity value computed on the
 EB4231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4231.degrees latitude (g = 980.6199 gals.).
 EB4231
 EB4231.The modeled gravity was interpolated from observed gravity values.
 EB4231
 EB4231;                    North         East    Units  Estimated Accuracy
 EB4231;SPC SC       -   250,540.      723,510.      MT  (+/- 180 meters Scaled)
 EB4231
 EB4231                          SUPERSEDED SURVEY CONTROL
 EB4231
 EB4231.No superseded survey control is available for this station.
 EB4231
 EB4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT138724(NAD 83)
 EB4231_MARKER: DD = SURVEY DISK
 EB4231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4231_SP_SET: CONCRETE POST
 EB4231_STAMPING: 21 010 1993
 EB4231_MARK LOGO: SCGS  
 EB4231_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4231+STABILITY: SURFACE MOTION
 EB4231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4231+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4231
 EB4231  HISTORY     - Date     Condition        Report By
 EB4231  HISTORY     - 1993     MONUMENTED       SCGS
 EB4231  HISTORY     - 20010414 GOOD             USPSQD
 EB4231
 EB4231                          STATION DESCRIPTION
 EB4231
 EB4231'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4231'STATION IS LOCATED 7.4 MILES (11.9 KM) SOUTH OF FLORENCE, 8.1 MILES
 EB4231'(13.0 KM) NORTH OF COWARD. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4231'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4231'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4231'52 AND 301 IN EFFINGHAM, 9.3 MILES (15.0 KM) SOUTH OF FLORENCE, GO
 EB4231'NORTH ON HIGHWAYS 301 AND 52 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION
 EB4231'OF STATE ROAD 884 (ANDERSON FIELD ROAD), CONTINUE ON HIGHWAYS 52 AND
 EB4231'301 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A POWER
 EB4231'POLE IN FRONT OF A BRICK-FACED CONCRETE BLOCK BUILDING. STATION IS A
 EB4231'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 EB4231'HIGHWAY, 73.9 FEET (22.5 M) NORTH NORTHEAST OF A LARGE CREOSOTE POLE
 EB4231'NUMBER 54, 38.7 FEET (11.8 M) WEST SOUTHWEST OF THE CENTER OF THE
 EB4231'SOUTHBOUND LANES OF THE HIGHWAY, 4.2 FEET (1.3 M) SOUTH SOUTHEAST OF
 EB4231'THE POWER POLE BV17 WITH TWO TRANSFORMERS AND TWO GUY WIRES, 49.0
 EB4231'FEET (14.9 M) EAST NORTHEAST OF THE NORTH CORNER OF THE BUILDING, 5.4
 EB4231'FEET (1.6 M) NORTHWEST OF AN IRON PIPE PROJECTING 1.5 FEET, 50.4 FEET
 EB4231'(15.4 M) NORTH NORTHWEST OF THE NORTHWEST END OF A 1.0-FOOT CONCRETE
 EB4231'PIPE CULVERT BENEATH THE DRIVEWAY LEADING TO THE BUILDING, 4.2 FEET
 EB4231'(1.3 M) SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4231
 EB4231                          STATION RECOVERY (2001)
 EB4231
 EB4231'RECOVERY NOTE BY US POWER SQUADRON 2001 (SSG)
 EB4231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4232 ***********************************************************************
 EB4232  DESIGNATION -  21 011
 EB4232  PID         -  EB4232
 EB4232  STATE/COUNTY-  SC/FLORENCE
 EB4232  USGS QUAD   -  EFFINGHAM (1986)
 EB4232
 EB4232                         *CURRENT SURVEY CONTROL
 EB4232  ___________________________________________________________________
 EB4232* NAD 83(1986)-  34 04 08.     (N)    079 45 42.     (W)     SCALED    
 EB4232* NAVD 88     -        34.202  (meters)     112.21   (feet)  ADJUSTED  
 EB4232  ___________________________________________________________________
 EB4232  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 EB4232  DYNAMIC HT  -          34.169 (meters)     112.10  (feet)  COMP
 EB4232  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 EB4232
 EB4232  VERT ORDER  -  FIRST     CLASS II
 EB4232
 EB4232.The horizontal coordinates were scaled from a topographic map and have
 EB4232.an estimated accuracy of +/- 6 seconds.
 EB4232
 EB4232.The orthometric height was determined by differential leveling
 EB4232.and adjusted by the National Geodetic Survey in June 1994..
 EB4232
 EB4232.The geoid height was determined by GEOID03.
 EB4232
 EB4232.The dynamic height is computed by dividing the NAVD 88
 EB4232.geopotential number by the normal gravity value computed on the
 EB4232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4232.degrees latitude (g = 980.6199 gals.).
 EB4232
 EB4232.The modeled gravity was interpolated from observed gravity values.
 EB4232
 EB4232;                    North         East    Units  Estimated Accuracy
 EB4232;SPC SC       -   248,600.      723,890.      MT  (+/- 180 meters Scaled)
 EB4232
 EB4232                          SUPERSEDED SURVEY CONTROL
 EB4232
 EB4232.No superseded survey control is available for this station.
 EB4232
 EB4232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT142704(NAD 83)
 EB4232_MARKER: DD = SURVEY DISK
 EB4232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4232_SP_SET: CONCRETE POST
 EB4232_STAMPING: 21 011 1993
 EB4232_MARK LOGO: SCGS  
 EB4232_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4232+STABILITY: SURFACE MOTION
 EB4232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4232+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4232
 EB4232  HISTORY     - Date     Condition        Report By
 EB4232  HISTORY     - 1993     MONUMENTED       SCGS
 EB4232
 EB4232                          STATION DESCRIPTION
 EB4232
 EB4232'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4232'STATION IS LOCATED 7.3 MILES (11.7 KM) NORTH OF COWARD, 9.1 MILES
 EB4232'(14.6 KM) SOUTH OF FLORENCE. OWNERSHIP--U.S. POST OFFICE, EFFINGHAM,
 EB4232'SC 29541, PHONE 803-662-5854. TO REACH THE STATION FROM THE JUNCTION
 EB4232'OF U.S. HIGHWAYS 52 AND 301 IN EFFINGHAM, 9.3 MILES (15.0 KM) SOUTH
 EB4232'OF FLORENCE, GO NORTH ON HIGHWAYS 301 AND 52 FOR 0.15 MILE (0.24 KM)
 EB4232'TO AN ENTRANCE DRIVEWAY LEFT LEADING TO THE EFFINGHAM POST OFFICE AND
 EB4232'THE STATION NEAR THE FLAG POLE. STATION IS A CONCRETE POST PROJECTING
 EB4232'0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 16.6 FEET (5.1 M)
 EB4232'SOUTHEAST OF THE FLAG POLE, 23.1 FEET (7.0 M) SOUTHEAST OF THE
 EB4232'SOUTHEAST CORNER OF THE BUILDING, 4.6 FEET (1.4 M) EAST OF THE EAST
 EB4232'EDGE OF A SIDEWALK IN FRONT OF THE BUILDING, 146.0 FEET (44.5 M) WEST
 EB4232'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 19.7 FEET
 EB4232'(6.0 M) NORTH OF THE NORTH EDGE OF A CONCRETE CURB TO THE DRIVEWAY
 EB4232'LEADING WEST TO THE LOADING DOCK. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4233 ***********************************************************************
 EB4233  DESIGNATION -  21 012
 EB4233  PID         -  EB4233
 EB4233  STATE/COUNTY-  SC/FLORENCE
 EB4233  USGS QUAD   -  EFFINGHAM (1986)
 EB4233
 EB4233                         *CURRENT SURVEY CONTROL
 EB4233  ___________________________________________________________________
 EB4233* NAD 83(1986)-  34 03 22.     (N)    079 45 19.     (W)     SCALED    
 EB4233* NAVD 88     -        32.378  (meters)     106.23   (feet)  ADJUSTED  
 EB4233  ___________________________________________________________________
 EB4233  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 EB4233  DYNAMIC HT  -          32.346 (meters)     106.12  (feet)  COMP
 EB4233  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EB4233
 EB4233  VERT ORDER  -  FIRST     CLASS II
 EB4233
 EB4233.The horizontal coordinates were scaled from a topographic map and have
 EB4233.an estimated accuracy of +/- 6 seconds.
 EB4233
 EB4233.The orthometric height was determined by differential leveling
 EB4233.and adjusted by the National Geodetic Survey in June 1994..
 EB4233
 EB4233.The geoid height was determined by GEOID03.
 EB4233
 EB4233.The dynamic height is computed by dividing the NAVD 88
 EB4233.geopotential number by the normal gravity value computed on the
 EB4233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4233.degrees latitude (g = 980.6199 gals.).
 EB4233
 EB4233.The modeled gravity was interpolated from observed gravity values.
 EB4233
 EB4233;                    North         East    Units  Estimated Accuracy
 EB4233;SPC SC       -   247,190.      724,490.      MT  (+/- 180 meters Scaled)
 EB4233
 EB4233                          SUPERSEDED SURVEY CONTROL
 EB4233
 EB4233.No superseded survey control is available for this station.
 EB4233
 EB4233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT148690(NAD 83)
 EB4233_MARKER: DD = SURVEY DISK
 EB4233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4233_SP_SET: CONCRETE POST
 EB4233_STAMPING: 21 012 1993
 EB4233_MARK LOGO: SCGS  
 EB4233_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4233+STABILITY: SURFACE MOTION
 EB4233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4233+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4233
 EB4233  HISTORY     - Date     Condition        Report By
 EB4233  HISTORY     - 1993     MONUMENTED       SCGS
 EB4233
 EB4233                          STATION DESCRIPTION
 EB4233
 EB4233'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4233'STATION IS LOCATED 6.3 MILES (10.1 KM) NORTH OF COWARD, 10.1 MILES
 EB4233'(16.3 KM) SOUTH OF FLORENCE. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4233'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4233'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4233'52 AND 301 IN EFFINGHAM, 9.3 MILES (15.0 KM) SOUTH OF FLORENCE, GO
 EB4233'SOUTH ON HIGHWAY 52 FOR 0.85 MILE (1.37 KM) TO AN ENTRANCE DRIVEWAY
 EB4233'LEFT TO A CEMETARY AND THE STATION NEAR A RIGHT OF WAY POST IN THE
 EB4233'NORTH ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH
 EB4233'THE GROUND AND LEVEL WITH THE HIGHWAY, 25.3 FEET (7.7 M) SOUTHWEST OF
 EB4233'THE SOUTH CORNER OF A GRANITE HEADSTONE INSCRIBED BAREFOOT, 36.3 FEET
 EB4233'(11.1 M) EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 EB4233'HIGHWAY, 13.5 FEET (4.1 M) NORTH NORTHWEST OF THE CENTER OF THE
 EB4233'DRIVEWAY, 2.8 FEET (0.9 M) NORTHWEST OF THE NORTH CORNER OF THE RIGHT
 EB4233'OF WAY POST PROJECTING 1.5 FEET, 2.6 FEET (0.8 M) EAST SOUTHEAST OF A
 EB4233'WOODEN POST WITH AN EYE-HOOK, 2.7 FEET (0.8 M) SOUTH OF THE NORTH END
 EB4233'POST OF A CHAIN LINK FENCE AND GATE, 1.5 FEET (0.5 M) WEST SOUTHWEST
 EB4233'OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4234 ***********************************************************************
 EB4234  DESIGNATION -  21 013
 EB4234  PID         -  EB4234
 EB4234  STATE/COUNTY-  SC/FLORENCE
 EB4234  USGS QUAD   -  EFFINGHAM (1986)
 EB4234
 EB4234                         *CURRENT SURVEY CONTROL
 EB4234  ___________________________________________________________________
 EB4234* NAD 83(2001)-  34 02 49.51647(N)    079 45 13.47946(W)     ADJUSTED  
 EB4234* NAVD 88     -        23.698  (meters)      77.75   (feet)  ADJUSTED  
 EB4234  ___________________________________________________________________
 EB4234  X           -     941,039.610 (meters)                     COMP
 EB4234  Y           -  -5,205,960.103 (meters)                     COMP
 EB4234  Z           -   3,550,770.613 (meters)                     COMP
 EB4234  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 EB4234  ELLIP HEIGHT-          -8.78  (meters)          (03/13/03) GPS OBS
 EB4234  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 EB4234  DYNAMIC HT  -          23.675 (meters)      77.67  (feet)  COMP
 EB4234  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 EB4234
 EB4234  HORZ ORDER  -  FIRST
 EB4234  VERT ORDER  -  FIRST     CLASS II
 EB4234  ELLP ORDER  -  FOURTH    CLASS II
 EB4234
 EB4234.The horizontal coordinates were established by GPS observations
 EB4234.and adjusted by the National Geodetic Survey in March 2003..
 EB4234
 EB4234.The orthometric height was determined by differential leveling
 EB4234.and adjusted by the National Geodetic Survey in June 1994..
 EB4234
 EB4234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4234
 EB4234.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4234
 EB4234.The ellipsoidal height was determined by GPS observations
 EB4234.and is referenced to NAD 83.
 EB4234
 EB4234.The geoid height was determined by GEOID03.
 EB4234
 EB4234.The dynamic height is computed by dividing the NAVD 88
 EB4234.geopotential number by the normal gravity value computed on the
 EB4234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4234.degrees latitude (g = 980.6199 gals.).
 EB4234
 EB4234.The modeled gravity was interpolated from observed gravity values.
 EB4234
 EB4234;                    North         East     Units Scale Factor Converg.
 EB4234;SPC SC       -   246,190.844   724,647.458   MT  0.99981532   +0 41 27.3
 EB4234;SPC SC       -   807,712.74  2,377,452.29   iFT  0.99981532   +0 41 27.3
 EB4234;UTM  17      - 3,768,077.487   615,028.882   MT  0.99976311   +0 41 52.2
 EB4234
 EB4234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4234!SPC SC       -   1.00000138  x   0.99981532  =   0.99981670
 EB4234!UTM  17      -   1.00000138  x   0.99976311  =   0.99976449
 EB4234
 EB4234                          SUPERSEDED SURVEY CONTROL
 EB4234
 EB4234  NAD 83(1995)-  34 02 49.51655(N)    079 45 13.47944(W) AD(       ) 1
 EB4234  ELLIP H (12/20/99)   -8.78   (m)                       GP(       ) 4 1
 EB4234  NAD 83(1986)-  34 02 49.52846(N)    079 45 13.47945(W) AD(       ) 1
 EB4234
 EB4234.Superseded values are not recommended for survey control.
 EB4234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4234.See file dsdata.txt to determine how the superseded data were derived.
 EB4234
 EB4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1502968077(NAD 83)
 EB4234_MARKER: DD = SURVEY DISK
 EB4234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4234_SP_SET: CONCRETE POST
 EB4234_STAMPING: 21 013 1993
 EB4234_MARK LOGO: SCGS  
 EB4234_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4234+STABILITY: SURFACE MOTION
 EB4234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4234+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1996
 EB4234
 EB4234  HISTORY     - Date     Condition        Report By
 EB4234  HISTORY     - 1993     MONUMENTED       SCGS
 EB4234  HISTORY     - 19961113 GOOD             SCGS
 EB4234
 EB4234                          STATION DESCRIPTION
 EB4234
 EB4234'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4234'STATION IS LOCATED 5.7 MILES (9.2 KM) NORTH OF COWARD, 10.7 MILES
 EB4234'(17.2 KM) SOUTH OF FLORENCE. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4234'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4234'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4234'52 AND 301 IN EFFINGHAM, 9.3 MILES (15.0 KM) SOUTH OF FLORENCE, GO
 EB4234'SOUTH ON HIGHWAY 52 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE
 EB4234'ROAD 147 AND THE STATION IN THE SOUTHWEST ANGLE NEAR A CULVERT
 EB4234'HEADWALL AND BEHIND A GUARDRAIL. STATION IS A CONCRETE POST FLUSH
 EB4234'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 13.9 FEET (4.2 M) SOUTH
 EB4234'SOUTHEAST OF THE CENTER OF ROAD 147, 82.0 FEET (25.0 M) WEST OF THE
 EB4234'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 7.5 FEET (2.3 M)
 EB4234'NORTHEAST OF THE NORTHEAST CORNER OF THE HEADWALL FOR THE CULVERT
 EB4234'BENEATH THE ROAD, 29.0 FEET (8.8 M) WEST NORTHWEST OF THE WEST END OF
 EB4234'A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH THE HIGHWAY, 3.3 FEET
 EB4234'(1.0 M) WEST SOUTHWEST OF A GUARDRAIL POST WITH A SCGS REFERENCE
 EB4234'WASHER ATTACHED, 2.0 FEET (0.6 M) EAST OF A WITNESS POST. DESCRIBED
 EB4234'BY T. HALL.
 EB4234
 EB4234                          STATION RECOVERY (1996)
 EB4234
 EB4234'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB4234'STATION IS LOCATED 5.7 MILES (9.2 KM) NORTH OF COWARD, 10.7 MILES
 EB4234'(17.2 KM) SOUTH OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB4234'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB4234'803-737-1350.  TO REACH THE STATION FROM THE U.S.  HIGHWAYS 52 AND 301
 EB4234'IN EFFINGHAM, 9.3 MILES (15.0 KM) SOUTH OF FLORENCE, GO SOUTH ON
 EB4234'HIGHWAY 52 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE ROAD 147
 EB4234'(WEST OLD NUMBER 4 HIGHWAY) AND THE STATION IN THE SOUTHWEST ANGLE
 EB4234'NEAR A CULVERT HEADWALL BEHIND A GUARDRAIL.  STATION IS A CONCRETE
 EB4234'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 13.9 FEET (4.2
 EB4234'M) SOUTHEAST OF THE CENTER OF ROAD 147, 82.0 FEET (25.0 M) WEST OF THE
 EB4234'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 7.5 FEET (2.3 M)
 EB4234'NORTHEAST OF THE NORTHEAST CORNER OF THE HEADWALL OF THE CULVERT
 EB4234'BENEATH THE ROAD, 29.0 FEET (8.8 M) WEST NORTHWEST OF THE WEST END OF
 EB4234'A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH THE HIGHWAY, 3.3 FEET (1.0 M)
 EB4234'WEST SOUTHWEST OF A GUARDRAIL POST WITH A SCGS REFERENCE WASHER
 EB4234'ATTACHED, 2.0 FEET (0.6 M) EAST OF A WITNESS POST.  RECOVERED BY R.W.
 EB4234'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4235 ***********************************************************************
 EB4235  DESIGNATION -  21 014
 EB4235  PID         -  EB4235
 EB4235  STATE/COUNTY-  SC/FLORENCE
 EB4235  USGS QUAD   -  EFFINGHAM (1986)
 EB4235
 EB4235                         *CURRENT SURVEY CONTROL
 EB4235  ___________________________________________________________________
 EB4235* NAD 83(1986)-  34 01 53.     (N)    079 45 04.     (W)     SCALED    
 EB4235* NAVD 88     -        24.378  (meters)      79.98   (feet)  ADJUSTED  
 EB4235  ___________________________________________________________________
 EB4235  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 EB4235  DYNAMIC HT  -          24.354 (meters)      79.90  (feet)  COMP
 EB4235  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 EB4235
 EB4235  VERT ORDER  -  FIRST     CLASS II
 EB4235
 EB4235.The horizontal coordinates were scaled from a topographic map and have
 EB4235.an estimated accuracy of +/- 6 seconds.
 EB4235
 EB4235.The orthometric height was determined by differential leveling
 EB4235.and adjusted by the National Geodetic Survey in June 1994..
 EB4235
 EB4235.The geoid height was determined by GEOID03.
 EB4235
 EB4235.The dynamic height is computed by dividing the NAVD 88
 EB4235.geopotential number by the normal gravity value computed on the
 EB4235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4235.degrees latitude (g = 980.6199 gals.).
 EB4235
 EB4235.The modeled gravity was interpolated from observed gravity values.
 EB4235
 EB4235;                    North         East    Units  Estimated Accuracy
 EB4235;SPC SC       -   244,450.      724,910.      MT  (+/- 180 meters Scaled)
 EB4235
 EB4235                          SUPERSEDED SURVEY CONTROL
 EB4235
 EB4235.No superseded survey control is available for this station.
 EB4235
 EB4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT152663(NAD 83)
 EB4235_MARKER: DD = SURVEY DISK
 EB4235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4235_SP_SET: CONCRETE POST
 EB4235_STAMPING: 21 014 1993
 EB4235_MARK LOGO: SCGS  
 EB4235_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4235+STABILITY: SURFACE MOTION
 EB4235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4235+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4235
 EB4235  HISTORY     - Date     Condition        Report By
 EB4235  HISTORY     - 1993     MONUMENTED       SCGS
 EB4235
 EB4235                          STATION DESCRIPTION
 EB4235
 EB4235'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4235'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTH OF COWARD, 11.8 MILES
 EB4235'(19.0 KM) SOUTH OF FLORENCE. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4235'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4235'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4235'52 AND 301 IN EFFINGHAM, 9.3 MILES (15.0 KM) SOUTH OF FLORENCE, GO
 EB4235'SOUTH ON HIGHWAY 52 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE
 EB4235'ROAD 147, CONTINUE ON HIGHWAY 52 FOR 1.1 MILES (1.8 KM) TO WILLIAMS
 EB4235'ROAD LEFT AND THE STATION NEAR A RAILROAD CROSSING SIGN POST IN THE
 EB4235'SOUTHEAST ANGLE OF THE ROAD. STATION IS A CONCRETE POST FLUSH WITH
 EB4235'THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 72.8 FEET
 EB4235'(22.2 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 EB4235'17.5 FEET (5.3 M) SOUTH OF THE CENTER OF THE ROAD, 4.0 FEET (1.2 M)
 EB4235'SOUTH OF THE RAILROAD CROSSING SIGN POST WITH A SCGS REFERENCE WASHER
 EB4235'ATTACHED, 16.9 FEET (5.2 M) WEST OF THE WEST RAIL OF THE RAILROAD
 EB4235'TRACKS, 39.2 FEET (11.9 M) NORTHEAST OF A POWER POLE WITH A SCGS
 EB4235'REFERENCE WASHER ATTACHED, 3.8 FEET (1.2 M) SOUTH OF A WITNESS POST.
 EB4235'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4236 ***********************************************************************
 EB4236  DESIGNATION -  21 015
 EB4236  PID         -  EB4236
 EB4236  STATE/COUNTY-  SC/FLORENCE
 EB4236  USGS QUAD   -  EFFINGHAM (1986)
 EB4236
 EB4236                         *CURRENT SURVEY CONTROL
 EB4236  ___________________________________________________________________
 EB4236* NAD 83(1986)-  34 01 05.     (N)    079 45 03.     (W)     SCALED    
 EB4236* NAVD 88     -        24.615  (meters)      80.76   (feet)  ADJUSTED  
 EB4236  ___________________________________________________________________
 EB4236  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 EB4236  DYNAMIC HT  -          24.591 (meters)      80.68  (feet)  COMP
 EB4236  MODELED GRAV-     979,644.3   (mgal)                       NAVD 88
 EB4236
 EB4236  VERT ORDER  -  FIRST     CLASS II
 EB4236
 EB4236.The horizontal coordinates were scaled from a topographic map and have
 EB4236.an estimated accuracy of +/- 6 seconds.
 EB4236
 EB4236.The orthometric height was determined by differential leveling
 EB4236.and adjusted by the National Geodetic Survey in June 1994..
 EB4236
 EB4236.The geoid height was determined by GEOID03.
 EB4236
 EB4236.The dynamic height is computed by dividing the NAVD 88
 EB4236.geopotential number by the normal gravity value computed on the
 EB4236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4236.degrees latitude (g = 980.6199 gals.).
 EB4236
 EB4236.The modeled gravity was interpolated from observed gravity values.
 EB4236
 EB4236;                    North         East    Units  Estimated Accuracy
 EB4236;SPC SC       -   242,980.      724,960.      MT  (+/- 180 meters Scaled)
 EB4236
 EB4236                          SUPERSEDED SURVEY CONTROL
 EB4236
 EB4236.No superseded survey control is available for this station.
 EB4236
 EB4236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT153648(NAD 83)
 EB4236_MARKER: DD = SURVEY DISK
 EB4236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4236_SP_SET: CONCRETE POST
 EB4236_STAMPING: 21 015 1993
 EB4236_MARK LOGO: SCGS  
 EB4236_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4236+STABILITY: SURFACE MOTION
 EB4236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4236+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4236
 EB4236  HISTORY     - Date     Condition        Report By
 EB4236  HISTORY     - 1993     MONUMENTED       SCGS
 EB4236
 EB4236                          STATION DESCRIPTION
 EB4236
 EB4236'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4236'STATION IS LOCATED 3.6 MILES (5.8 KM) NORTH OF COWARD.
 EB4236'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4236'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4236'JUNCTION OF U.S. HIGHWAYS 52 AND 301 IN EFFINGHAM, 9.3 MILES
 EB4236'(15.0 KM) SOUTH OF FLORENCE, GO SOUTH ON HIGHWAY 52 FOR 3.5 MILES
 EB4236'(5.6 KM) TO THE JUNCTION OF STATE ROAD 72, TURN LEFT ON ROAD 72 FOR
 EB4236'0.05 MILE (0.08 KM) TO A RAILROAD CROSSING AND THE STATION BEHIND A
 EB4236'GUARDRAIL IN THE NORTHEAST ANGLE OF THE CROSSING. STATION IS A
 EB4236'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 126.1
 EB4236'FEET (38.4 M) NORTH OF RAILROAD MILE POST NUMBER 306, 16.4 FEET
 EB4236'(5.0 M) NORTH OF THE CENTER OF THE ROAD, 20.0 FEET (6.1 M) EAST OF
 EB4236'THE EAST RAIL OF THE TRACKS, 7.9 FEET (2.4 M) EAST OF A RAILROAD
 EB4236'CROSSING ARM-GATE IN THE NORTHEAST ANGLE, 23.3 FEET (7.1 M) SOUTH OF
 EB4236'A POWER LINE STUB POLE WITH AN ELECTRIC METER ATTACHED, 20.2 FEET
 EB4236'(6.2 M) WEST SOUTHWEST OF THE PROJECTED CENTER OF ROAD 1116, 3.0 FEET
 EB4236'(0.9 M) WEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4237 ***********************************************************************
 EB4237  DESIGNATION -  21 016
 EB4237  PID         -  EB4237
 EB4237  STATE/COUNTY-  SC/FLORENCE
 EB4237  USGS QUAD   -  EFFINGHAM (1986)
 EB4237
 EB4237                         *CURRENT SURVEY CONTROL
 EB4237  ___________________________________________________________________
 EB4237* NAD 83(1986)-  34 00 03.     (N)    079 45 03.     (W)     SCALED    
 EB4237* NAVD 88     -        24.173  (meters)      79.31   (feet)  ADJUSTED  
 EB4237  ___________________________________________________________________
 EB4237  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 EB4237  DYNAMIC HT  -          24.149 (meters)      79.23  (feet)  COMP
 EB4237  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 EB4237
 EB4237  VERT ORDER  -  FIRST     CLASS II
 EB4237
 EB4237.The horizontal coordinates were scaled from a topographic map and have
 EB4237.an estimated accuracy of +/- 6 seconds.
 EB4237
 EB4237.The orthometric height was determined by differential leveling
 EB4237.and adjusted by the National Geodetic Survey in June 1994..
 EB4237
 EB4237.The geoid height was determined by GEOID03.
 EB4237
 EB4237.The dynamic height is computed by dividing the NAVD 88
 EB4237.geopotential number by the normal gravity value computed on the
 EB4237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4237.degrees latitude (g = 980.6199 gals.).
 EB4237
 EB4237.The modeled gravity was interpolated from observed gravity values.
 EB4237
 EB4237;                    North         East    Units  Estimated Accuracy
 EB4237;SPC SC       -   241,070.      724,980.      MT  (+/- 180 meters Scaled)
 EB4237
 EB4237                          SUPERSEDED SURVEY CONTROL
 EB4237
 EB4237.No superseded survey control is available for this station.
 EB4237
 EB4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT153629(NAD 83)
 EB4237_MARKER: DD = SURVEY DISK
 EB4237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4237_SP_SET: CONCRETE POST
 EB4237_STAMPING: 21 016 1993
 EB4237_MARK LOGO: SCGS  
 EB4237_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4237+STABILITY: SURFACE MOTION
 EB4237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4237+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4237
 EB4237  HISTORY     - Date     Condition        Report By
 EB4237  HISTORY     - 1993     MONUMENTED       SCGS
 EB4237
 EB4237                          STATION DESCRIPTION
 EB4237
 EB4237'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4237'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTH OF COWARD.
 EB4237'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4237'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4237'JUNCTION OF U.S. HIGHWAYS 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 EB4237'COWARD, GO NORTH ON HIGHWAY 52 FOR 0.75 MILE (1.21 KM) TO THE
 EB4237'JUNCTION OF STATE ROAD 793 (FACTORY STREET LEFT AND SAINT PAUL ROAD
 EB4237'RIGHT), CONTINUE ON HIGHWAY 52 FOR 1.4 MILES (2.3 KM) TO A GRASSY
 EB4237'DRIVEWAY LEFT LEADING TO A WOODEN HOUSE AND THE STATION IN A PLANTED
 EB4237'AREA BETWEEN A POWER POLE AND A GUY WIRE ANCHOR IN THE SOUTHWEST
 EB4237'ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4237'GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 162.4 FEET (49.5 M)
 EB4237'EAST OF THE SOUTHEAST CORNER OF THE BRICK FOUNDATION OF THE HOUSE,
 EB4237'73.6 FEET (22.4 M) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 EB4237'HIGHWAY, 3.9 FEET (1.2 M) WEST OF A TELEPHONE JUNCTION BOX NUMBER
 EB4237'1100/9/2, 5.7 FEET (1.7 M) EAST OF THE POWER POLE WITH GUY WIRE, 24.1
 EB4237'FEET (7.3 M) SOUTHWEST OF THE SOUTH END OF A 2.0-FOOT METAL PIPE
 EB4237'CULVERT BENEATH THE DRIVEWAY, 31.0 FEET (9.4 M) SOUTH OF A POWER POLE
 EB4237'WITH A SCGS REFERENCE WASHER ATTACHED, 5.1 FEET (1.6 M) EAST OF A
 EB4237'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4678 ***********************************************************************
 DD4678  DESIGNATION -  21 017
 DD4678  PID         -  DD4678
 DD4678  STATE/COUNTY-  SC/FLORENCE
 DD4678  USGS QUAD   -  MILL BAY (1990)
 DD4678
 DD4678                         *CURRENT SURVEY CONTROL
 DD4678  ___________________________________________________________________
 DD4678* NAD 83(1986)-  33 59 09.     (N)    079 44 59.     (W)     SCALED    
 DD4678* NAVD 88     -        25.025  (meters)      82.10   (feet)  ADJUSTED  
 DD4678  ___________________________________________________________________
 DD4678  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DD4678  DYNAMIC HT  -          25.000 (meters)      82.02  (feet)  COMP
 DD4678  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 DD4678
 DD4678  VERT ORDER  -  FIRST     CLASS II
 DD4678
 DD4678.The horizontal coordinates were scaled from a topographic map and have
 DD4678.an estimated accuracy of +/- 6 seconds.
 DD4678
 DD4678.The orthometric height was determined by differential leveling
 DD4678.and adjusted by the National Geodetic Survey in June 1994..
 DD4678
 DD4678.The geoid height was determined by GEOID03.
 DD4678
 DD4678.The dynamic height is computed by dividing the NAVD 88
 DD4678.geopotential number by the normal gravity value computed on the
 DD4678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4678.degrees latitude (g = 980.6199 gals.).
 DD4678
 DD4678.The modeled gravity was interpolated from observed gravity values.
 DD4678
 DD4678;                    North         East    Units  Estimated Accuracy
 DD4678;SPC SC       -   239,400.      725,100.      MT  (+/- 180 meters Scaled)
 DD4678
 DD4678                          SUPERSEDED SURVEY CONTROL
 DD4678
 DD4678.No superseded survey control is available for this station.
 DD4678
 DD4678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT154612(NAD 83)
 DD4678_MARKER: DD = SURVEY DISK
 DD4678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4678_SP_SET: CONCRETE POST
 DD4678_STAMPING: 21 017 1993
 DD4678_MARK LOGO: SCGS  
 DD4678_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4678+STABILITY: SURFACE MOTION
 DD4678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4678+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4678
 DD4678  HISTORY     - Date     Condition        Report By
 DD4678  HISTORY     - 1993     MONUMENTED       SCGS
 DD4678
 DD4678                          STATION DESCRIPTION
 DD4678
 DD4678'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4678'STATION IS LOCATED 1.05 MILES (1.69 KM) NORTH OF COWARD.
 DD4678'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4678'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4678'JUNCTION OF U.S. HIGHWAYS 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 DD4678'COWARD, GO NORTH ON HIGHWAY 52 FOR 0.75 MILE (1.21 KM) TO THE
 DD4678'JUNCTION OF STATE ROAD 793 (FACTORY STREET LEFT AND SAINT PAUL ROAD
 DD4678'RIGHT), CONTINUE ON HIGHWAY 52 FOR 0.35 MILE (0.56 KM) TO A GRASSY
 DD4678'DRIVEWAY LEFT LEADING TO A GATE AND CHAIN LINK FENCE AROUND A UTILITY
 DD4678'WORK AREA AND THE STATION NEAR A FIRE HYDRANT IN THE SOUTHWEST ANGLE
 DD4678'OF THE DRIVEWAY, NEAR THE EDGE OF THE COWARD TOWN LIMITS. STATION IS
 DD4678'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 DD4678'74.6 FEET (22.7 M) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DD4678'HIGHWAY, 25.0 FEET (7.6 M) WEST OF THE SOUTH END OF A 2.0-FOOT
 DD4678'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 11.9 FEET (3.6 M)
 DD4678'SOUTHWEST OF THE FIRE HYDRANT, 16.9 FEET (5.2 M) WEST OF THE CENTER OF
 DD4678'A CONCRETE POST INSCRIBED (M/V) PROJECTING 3.0 FEET, 14.2 FEET
 DD4678'(4.3 M) NORTH OF THE SOUTHEAST CHAIN LINK FENCE CORNER POST, 1.5 FEET
 DD4678'(0.5 M) EAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4196 ***********************************************************************
 EB4196  DESIGNATION -  21 018
 EB4196  PID         -  EB4196
 EB4196  STATE/COUNTY-  SC/FLORENCE
 EB4196  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4196
 EB4196                         *CURRENT SURVEY CONTROL
 EB4196  ___________________________________________________________________
 EB4196* NAD 83(2001)-  34 07 42.15224(N)    079 56 52.67103(W)     ADJUSTED  
 EB4196* NAVD 88     -        45.816  (meters)     150.31   (feet)  ADJUSTED  
 EB4196  ___________________________________________________________________
 EB4196  X           -     922,508.407 (meters)                     COMP
 EB4196  Y           -  -5,204,162.573 (meters)                     COMP
 EB4196  Z           -   3,558,250.793 (meters)                     COMP
 EB4196  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EB4196  ELLIP HEIGHT-          13.84  (meters)          (03/13/03) GPS OBS
 EB4196  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EB4196  DYNAMIC HT  -          45.772 (meters)     150.17  (feet)  COMP
 EB4196  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 EB4196
 EB4196  HORZ ORDER  -  FIRST
 EB4196  VERT ORDER  -  FIRST     CLASS II
 EB4196  ELLP ORDER  -  FOURTH    CLASS II
 EB4196
 EB4196.The horizontal coordinates were established by GPS observations
 EB4196.and adjusted by the National Geodetic Survey in March 2003..
 EB4196
 EB4196.The orthometric height was determined by differential leveling
 EB4196.and adjusted by the National Geodetic Survey in June 1994..
 EB4196
 EB4196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4196
 EB4196.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4196
 EB4196.The ellipsoidal height was determined by GPS observations
 EB4196.and is referenced to NAD 83.
 EB4196
 EB4196.The geoid height was determined by GEOID03.
 EB4196
 EB4196.The dynamic height is computed by dividing the NAVD 88
 EB4196.geopotential number by the normal gravity value computed on the
 EB4196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4196.degrees latitude (g = 980.6199 gals.).
 EB4196
 EB4196.The modeled gravity was interpolated from observed gravity values.
 EB4196
 EB4196;                    North         East     Units Scale Factor Converg.
 EB4196;SPC SC       -   255,006.152   706,627.057   MT  0.99982565   +0 34 59.7
 EB4196;SPC SC       -   836,634.36  2,318,330.24   iFT  0.99982565   +0 34 59.7
 EB4196;UTM  17      - 3,776,889.872   597,008.870   MT  0.99971600   +0 35 25.0
 EB4196
 EB4196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4196!SPC SC       -   0.99999783  x   0.99982565  =   0.99982348
 EB4196!UTM  17      -   0.99999783  x   0.99971600  =   0.99971383
 EB4196
 EB4196                          SUPERSEDED SURVEY CONTROL
 EB4196
 EB4196  NAD 83(1995)-  34 07 42.15229(N)    079 56 52.67098(W) AD(       ) 1
 EB4196  ELLIP H (12/20/99)   13.84   (m)                       GP(       ) 4 1
 EB4196  NAD 83(1986)-  34 07 42.16548(N)    079 56 52.67000(W) AD(       ) 1
 EB4196
 EB4196.Superseded values are not recommended for survey control.
 EB4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4196.See file dsdata.txt to determine how the superseded data were derived.
 EB4196
 EB4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT9700976890(NAD 83)
 EB4196_MARKER: DD = SURVEY DISK
 EB4196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4196_SP_SET: CONCRETE POST
 EB4196_STAMPING: 21 018 1993
 EB4196_MARK LOGO: SCGS  
 EB4196_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4196+STABILITY: SURFACE MOTION
 EB4196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4196+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4196
 EB4196  HISTORY     - Date     Condition        Report By
 EB4196  HISTORY     - 1993     MONUMENTED       SCGS
 EB4196  HISTORY     - 19970108 GOOD             SCGS
 EB4196
 EB4196                          STATION DESCRIPTION
 EB4196
 EB4196'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4196'STATION IS LOCATED IN TIMMONSVILLE. OWNERSHIP--TIMMONSVILLE HIGH
 EB4196'SCHOOL, MARKET STREET EXTENSION, TIMMONSVILLE, SC 29161, PHONE
 EB4196'803-346-4046. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB4196'76, STATE HIGHWAY 403 AND STATE ROAD 83 IN TIMMONSVILLE, GO WEST
 EB4196'SOUTHWEST ON HIGHWAYS 76 AND 403 FOR 0.6 MILE (1.0 KM) TO THE
 EB4196'JUNCTION OF STATE ROAD 1003 (SOUTH ANSEL STREET), TURN RIGHT ON ROAD
 EB4196'1003 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF WEST MARKET STREET
 EB4196'AND THE STATION NEAR THE FLAG POLE AT THE TIMMONSVILLE HIGH SCHOOL.
 EB4196'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4196'SIDEWALKS, 61.5 FEET (18.7 M) WEST NORTHWEST OF A POWER POLE EX20
 EB4196'WITH TWO GUY WIRES AND A TRANSFORMER, 10.2 FEET (3.1 M) SOUTH
 EB4196'SOUTHEAST OF THE FLAG POLE, 6.0 FEET (1.8 M) NORTHEAST OF THE
 EB4196'NORTHEAST EDGE OF A CONCRETE SIDEWALK LEADING TO THE MAIN ENTRANCE OF
 EB4196'TO THE SCHOOL, 12.5 FEET (3.8 M) NORTHWEST OF THE SOUTHEAST EDGE OF A
 EB4196'CONCRETE CURB FOR THE PARKING AREA IN FRONT OF THE SCHOOL, 26.1 FEET
 EB4196'(8.0 M) EAST NORTHEAST OF THE EAST CORNER OF THE SCHOOL NEAR A PAY
 EB4196'TELEPHONE, 17.2 FEET (5.2 M) SOUTH OF A SECURITY LIGHT POLE.
 EB4196'DESCRIBED BY T. HALL.
 EB4196
 EB4196                          STATION RECOVERY (1997)
 EB4196
 EB4196'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 EB4196'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4716 ***********************************************************************
 DD4716  DESIGNATION -  21 019
 DD4716  PID         -  DD4716
 DD4716  STATE/COUNTY-  SC/FLORENCE
 DD4716  USGS QUAD   -  SCRANTON (1990)
 DD4716
 DD4716                         *CURRENT SURVEY CONTROL
 DD4716  ___________________________________________________________________
 DD4716* NAD 83(1986)-  33 58 07.     (N)    079 44 28.     (W)     SCALED    
 DD4716* NAVD 88     -        25.397  (meters)      83.32   (feet)  ADJUSTED  
 DD4716  ___________________________________________________________________
 DD4716  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DD4716  DYNAMIC HT  -          25.372 (meters)      83.24  (feet)  COMP
 DD4716  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 DD4716
 DD4716  VERT ORDER  -  FIRST     CLASS II
 DD4716
 DD4716.The horizontal coordinates were scaled from a topographic map and have
 DD4716.an estimated accuracy of +/- 6 seconds.
 DD4716
 DD4716.The orthometric height was determined by differential leveling
 DD4716.and adjusted by the National Geodetic Survey in June 1994..
 DD4716
 DD4716.The geoid height was determined by GEOID03.
 DD4716
 DD4716.The dynamic height is computed by dividing the NAVD 88
 DD4716.geopotential number by the normal gravity value computed on the
 DD4716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4716.degrees latitude (g = 980.6199 gals.).
 DD4716
 DD4716.The modeled gravity was interpolated from observed gravity values.
 DD4716
 DD4716;                    North         East    Units  Estimated Accuracy
 DD4716;SPC SC       -   237,500.      725,920.      MT  (+/- 180 meters Scaled)
 DD4716
 DD4716                          SUPERSEDED SURVEY CONTROL
 DD4716
 DD4716.No superseded survey control is available for this station.
 DD4716
 DD4716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT163593(NAD 83)
 DD4716_MARKER: DD = SURVEY DISK
 DD4716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4716_SP_SET: CONCRETE POST
 DD4716_STAMPING: 21 019 1993
 DD4716_MARK LOGO: SCGS  
 DD4716_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4716+STABILITY: SURFACE MOTION
 DD4716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4716+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4716
 DD4716  HISTORY     - Date     Condition        Report By
 DD4716  HISTORY     - 1993     MONUMENTED       SCGS
 DD4716
 DD4716                          STATION DESCRIPTION
 DD4716
 DD4716'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4716'STATION IS LOCATED 0.5 MILE (0.8 KM) SOUTHEAST OF COWARD.
 DD4716'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4716'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4716'JUNCTION OF U.S. HIGHWAY 52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE
 DD4716'ROAD 46 (FRIENDFIELD ROAD IN COWARD, GO EAST ON ROAD 46 FOR 0.5 MILE
 DD4716'(0.8 KM) TO A CIRCLE DRIVEWAY RIGHT AND THE STATION NEAR A POWER POLE
 DD4716'IN THE SOUTHWEST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST
 DD4716'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 6.8 FEET (2.1 M) EAST
 DD4716'SOUTHEAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY LEADING TO A BRICK
 DD4716'HOUSE, 67.9 FEET (20.7 M) SOUTH SOUTHWEST OF A FIRE HYDRANT, 22.0
 DD4716'FEET (6.7 M) SOUTH OF THE SOUTHEAST CORNER OF A DRAIN CULVERT, 46.7
 DD4716'FEET (14.2 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 19.2 FEET
 DD4716'(5.9 M) WEST NORTHWEST OF THE CENTER OF THE CIRCLE DRIVEWAY, 6.8 FEET
 DD4716'(2.1 M) NORTH NORTHEAST OF THE POWER POLE WITH A SCGS REFERENCE
 DD4716'WASHER ATTACHED, 31.9 FEET (9.7 M) NORTHEAST OF THE NORTHEAST CORNER
 DD4716'OF A BRICK HOUSE, 8.4 FEET (2.6 M) SOUTH OF A TELEPHONE JUNCTION BOX
 DD4716'NUMBER 1112/7/4/1212/7/5. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4717 ***********************************************************************
 DD4717  DESIGNATION -  21 020
 DD4717  PID         -  DD4717
 DD4717  STATE/COUNTY-  SC/FLORENCE
 DD4717  USGS QUAD   -  SCRANTON (1990)
 DD4717
 DD4717                         *CURRENT SURVEY CONTROL
 DD4717  ___________________________________________________________________
 DD4717* NAD 83(1986)-  33 57 37.     (N)    079 43 57.     (W)     SCALED    
 DD4717* NAVD 88     -        24.423  (meters)      80.13   (feet)  ADJUSTED  
 DD4717  ___________________________________________________________________
 DD4717  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DD4717  DYNAMIC HT  -          24.399 (meters)      80.05  (feet)  COMP
 DD4717  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 DD4717
 DD4717  VERT ORDER  -  FIRST     CLASS II
 DD4717
 DD4717.The horizontal coordinates were scaled from a topographic map and have
 DD4717.an estimated accuracy of +/- 6 seconds.
 DD4717
 DD4717.The orthometric height was determined by differential leveling
 DD4717.and adjusted by the National Geodetic Survey in June 1994..
 DD4717
 DD4717.The geoid height was determined by GEOID03.
 DD4717
 DD4717.The dynamic height is computed by dividing the NAVD 88
 DD4717.geopotential number by the normal gravity value computed on the
 DD4717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4717.degrees latitude (g = 980.6199 gals.).
 DD4717
 DD4717.The modeled gravity was interpolated from observed gravity values.
 DD4717
 DD4717;                    North         East    Units  Estimated Accuracy
 DD4717;SPC SC       -   236,590.      726,730.      MT  (+/- 180 meters Scaled)
 DD4717
 DD4717                          SUPERSEDED SURVEY CONTROL
 DD4717
 DD4717.No superseded survey control is available for this station.
 DD4717
 DD4717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT171584(NAD 83)
 DD4717_MARKER: DD = SURVEY DISK
 DD4717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4717_SP_SET: CONCRETE POST
 DD4717_STAMPING: 21 020 1993
 DD4717_MARK LOGO: SCGS  
 DD4717_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4717+STABILITY: SURFACE MOTION
 DD4717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4717+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4717
 DD4717  HISTORY     - Date     Condition        Report By
 DD4717  HISTORY     - 1993     MONUMENTED       SCGS
 DD4717
 DD4717                          STATION DESCRIPTION
 DD4717
 DD4717'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4717'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTHEAST OF COWARD.
 DD4717'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD4717'HIGHWAY 52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46
 DD4717'(FRIENDFIELD ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 0.65 MILE
 DD4717'(1.05 KM) TO THE JUNCTION OF STATE ROAD 646 (NEW-COWARD ROAD),
 DD4717'CONTINUE ON ROAD 46 FOR 0.35 MILE (0.56 KM) TO A CIRCLE DRIVEWAY
 DD4717'RIGHT AND THE STATION NEAR THE NORTHEAST CORNER OF THE CONCRETE BLOCK
 DD4717'FOUNDATION OF THE FRONT PORCH OF A WOODEN HOUSE IN THE WEST ANGLE OF
 DD4717'THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD4717'LEVEL WITH THE ROAD, 125.0 FEET (38.1 M) SOUTHWEST OF A FIRE HYDRANT,
 DD4717'9.4 FEET (2.9 M) EAST SOUTHEAST OF THE EAST CORNER OF THE CONCRETE
 DD4717'BLOCK FOUNDATION OF THE PORCH, 99.5 FEET (30.3 M) SOUTH SOUTHWEST OF
 DD4717'THE CENTER OF ROAD 46, 26.8 FEET (8.2 M) WEST NORTHWEST OF THE CENTER
 DD4717'OF THE CIRCLE DRIVEWAY, 75.5 FEET (23.0 M) SOUTH OF THE EAST END OF A
 DD4717'2.0-FOOT CONCRETE PIPE CULVERT BENEATH A GRASSY DRIVEWAY TO A WOODEN
 DD4717'HOUSE. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4718 ***********************************************************************
 DD4718  DESIGNATION -  21 021
 DD4718  PID         -  DD4718
 DD4718  STATE/COUNTY-  SC/FLORENCE
 DD4718  USGS QUAD   -  SCRANTON (1990)
 DD4718
 DD4718                         *CURRENT SURVEY CONTROL
 DD4718  ___________________________________________________________________
 DD4718* NAD 83(1986)-  33 57 56.     (N)    079 42 57.     (W)     SCALED    
 DD4718* NAVD 88     -        19.517  (meters)      64.03   (feet)  ADJUSTED  
 DD4718  ___________________________________________________________________
 DD4718  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DD4718  DYNAMIC HT  -          19.497 (meters)      63.97  (feet)  COMP
 DD4718  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 DD4718
 DD4718  VERT ORDER  -  FIRST     CLASS II
 DD4718
 DD4718.The horizontal coordinates were scaled from a topographic map and have
 DD4718.an estimated accuracy of +/- 6 seconds.
 DD4718
 DD4718.The orthometric height was determined by differential leveling
 DD4718.and adjusted by the National Geodetic Survey in June 1994..
 DD4718
 DD4718.The geoid height was determined by GEOID03.
 DD4718
 DD4718.The dynamic height is computed by dividing the NAVD 88
 DD4718.geopotential number by the normal gravity value computed on the
 DD4718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4718.degrees latitude (g = 980.6199 gals.).
 DD4718
 DD4718.The modeled gravity was interpolated from observed gravity values.
 DD4718
 DD4718;                    North         East    Units  Estimated Accuracy
 DD4718;SPC SC       -   237,190.      728,260.      MT  (+/- 180 meters Scaled)
 DD4718
 DD4718                          SUPERSEDED SURVEY CONTROL
 DD4718
 DD4718.No superseded survey control is available for this station.
 DD4718
 DD4718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT186590(NAD 83)
 DD4718_MARKER: DD = SURVEY DISK
 DD4718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4718_SP_SET: CONCRETE POST
 DD4718_STAMPING: 21 021 1993
 DD4718_MARK LOGO: SCGS  
 DD4718_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4718+STABILITY: SURFACE MOTION
 DD4718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4718+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4718
 DD4718  HISTORY     - Date     Condition        Report By
 DD4718  HISTORY     - 1993     MONUMENTED       SCGS
 DD4718
 DD4718                          STATION DESCRIPTION
 DD4718
 DD4718'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4718'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTHEAST OF COWARD.
 DD4718'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4718'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4718'JUNCTION OF U.S. HIGHWAY 52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE
 DD4718'ROAD 46 (FRIENDFIELD ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 1.55
 DD4718'MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD 802 (UNION-SCHOOL ROAD)
 DD4718', CONTINUE ON ROAD 46 FOR 0.45 MILE (0.72 KM) TO A GRAVEL DRIVEWAY
 DD4718'RIGHT LEADING TO A WOODEN HOUSE AND THE STATION NEAR THE NORTHWEST
 DD4718'CORNER OF A SMALL POND IN THE SOUTHEAST ANGLE OF THE DRIVEWAY.
 DD4718'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD4718'ROAD, 51.5 FEET (15.7 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD,
 DD4718'21.4 FEET (6.5 M) EAST NORTHEAST OF THE CENTER OF THE DRIVEWAY, 35.7
 DD4718'FEET (10.9 M) SOUTHWEST OF A POWER POLE NUMBER 40 WITH A GUY WIRE,
 DD4718'54.0 FEET (16.5 M) EAST OF A TELEPHONE JUNCTION BOX NUMBER
 DD4718'1212/9/3/1112/9/3, 225.8 FEET (68.8 M) NORTH NORTHEAST OF THE
 DD4718'NORTHWEST CORNER OF THE BRICK FOUNDATION OF THE HOUSE, 10.7 FEET
 DD4718'(3.3 M) NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4719 ***********************************************************************
 DD4719  DESIGNATION -  21 022
 DD4719  PID         -  DD4719
 DD4719  STATE/COUNTY-  SC/FLORENCE
 DD4719  USGS QUAD   -  SCRANTON (1990)
 DD4719
 DD4719                         *CURRENT SURVEY CONTROL
 DD4719  ___________________________________________________________________
 DD4719* NAD 83(1986)-  33 58 00.     (N)    079 41 50.     (W)     SCALED    
 DD4719* NAVD 88     -        18.597  (meters)      61.01   (feet)  ADJUSTED  
 DD4719  ___________________________________________________________________
 DD4719  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DD4719  DYNAMIC HT  -          18.579 (meters)      60.95  (feet)  COMP
 DD4719  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 DD4719
 DD4719  VERT ORDER  -  FIRST     CLASS II
 DD4719
 DD4719.The horizontal coordinates were scaled from a topographic map and have
 DD4719.an estimated accuracy of +/- 6 seconds.
 DD4719
 DD4719.The orthometric height was determined by differential leveling
 DD4719.and adjusted by the National Geodetic Survey in June 1994..
 DD4719
 DD4719.The geoid height was determined by GEOID03.
 DD4719
 DD4719.The dynamic height is computed by dividing the NAVD 88
 DD4719.geopotential number by the normal gravity value computed on the
 DD4719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4719.degrees latitude (g = 980.6199 gals.).
 DD4719
 DD4719.The modeled gravity was interpolated from observed gravity values.
 DD4719
 DD4719;                    North         East    Units  Estimated Accuracy
 DD4719;SPC SC       -   237,340.      729,980.      MT  (+/- 180 meters Scaled)
 DD4719
 DD4719                          SUPERSEDED SURVEY CONTROL
 DD4719
 DD4719.No superseded survey control is available for this station.
 DD4719
 DD4719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT203592(NAD 83)
 DD4719_MARKER: DD = SURVEY DISK
 DD4719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4719_SP_SET: CONCRETE POST
 DD4719_STAMPING: 21 022 1993
 DD4719_MARK LOGO: SCGS  
 DD4719_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4719+STABILITY: SURFACE MOTION
 DD4719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4719+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4719
 DD4719  HISTORY     - Date     Condition        Report By
 DD4719  HISTORY     - 1993     MONUMENTED       SCGS
 DD4719
 DD4719                          STATION DESCRIPTION
 DD4719
 DD4719'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4719'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTHEAST OF COWARD.
 DD4719'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4719'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4719'JUNCTION OF U.S. HIGHWAY 52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE
 DD4719'ROAD 46 (FRIENDFIELD ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 1.55
 DD4719'MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD 802 (UNION-SCHOOL ROAD)
 DD4719', CONTINUE ON ROAD 46 FOR 1.55 MILES (2.49 KM) TO A SAND CIRCULAR
 DD4719'DRIVEWAY RIGHT LEADING TO A WOODEN SHACK ON CINDER BLOCKS AND THE
 DD4719'STATION IN THE SOUTHEAST ANGLE OF THE DRIVEWAY, 0.15 MILE (0.24 KM)
 DD4719'WEST OF THE JUNCTION OF STATE ROAD 72. STATION IS A CONCRETE POST
 DD4719'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 30.6 FEET (9.3 M)
 DD4719'SOUTH OF THE CENTER OF THE ROAD, 6.4 FEET (2.0 M) SOUTH SOUTHWEST OF
 DD4719'THE EAST END OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH THE SAND
 DD4719'CIRCULAR DRIVEWAY, 35.5 FEET (10.8 M) EAST NORTHEAST OF A POWER POLE
 DD4719'WITH A TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 29.6 FEET
 DD4719'(9.0 M) EAST OF THE SOUTHEAST CORNER POST OF A SMALL PUMP STAND AT A
 DD4719'SMALL POND, 30.3 FEET (9.2 M) NORTH NORTHWEST OF A 0.5-FOOT MAGNOLIA
 DD4719'TREE IN THE CIRCLE DRIVEWAY. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4720 ***********************************************************************
 DD4720  DESIGNATION -  21 023
 DD4720  PID         -  DD4720
 DD4720  STATE/COUNTY-  SC/FLORENCE
 DD4720  USGS QUAD   -  SCRANTON (1990)
 DD4720
 DD4720                         *CURRENT SURVEY CONTROL
 DD4720  ___________________________________________________________________
 DD4720* NAD 83(1986)-  33 58 31.     (N)    079 40 53.     (W)     SCALED    
 DD4720* NAVD 88     -        21.826  (meters)      71.61   (feet)  ADJUSTED  
 DD4720  ___________________________________________________________________
 DD4720  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DD4720  DYNAMIC HT  -          21.804 (meters)      71.54  (feet)  COMP
 DD4720  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 DD4720
 DD4720  VERT ORDER  -  FIRST     CLASS II
 DD4720
 DD4720.The horizontal coordinates were scaled from a topographic map and have
 DD4720.an estimated accuracy of +/- 6 seconds.
 DD4720
 DD4720.The orthometric height was determined by differential leveling
 DD4720.and adjusted by the National Geodetic Survey in June 1994..
 DD4720
 DD4720.The geoid height was determined by GEOID03.
 DD4720
 DD4720.The dynamic height is computed by dividing the NAVD 88
 DD4720.geopotential number by the normal gravity value computed on the
 DD4720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4720.degrees latitude (g = 980.6199 gals.).
 DD4720
 DD4720.The modeled gravity was interpolated from observed gravity values.
 DD4720
 DD4720;                    North         East    Units  Estimated Accuracy
 DD4720;SPC SC       -   238,310.      731,430.      MT  (+/- 180 meters Scaled)
 DD4720
 DD4720                          SUPERSEDED SURVEY CONTROL
 DD4720
 DD4720.No superseded survey control is available for this station.
 DD4720
 DD4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT218601(NAD 83)
 DD4720_MARKER: DD = SURVEY DISK
 DD4720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4720_SP_SET: CONCRETE POST
 DD4720_STAMPING: 21 023 1993
 DD4720_MARK LOGO: SCGS  
 DD4720_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4720+STABILITY: SURFACE MOTION
 DD4720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4720+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4720
 DD4720  HISTORY     - Date     Condition        Report By
 DD4720  HISTORY     - 1993     MONUMENTED       SCGS
 DD4720
 DD4720                          STATION DESCRIPTION
 DD4720
 DD4720'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4720'STATION IS LOCATED 3.9 MILES (6.3 KM) EAST OF COWARD, 5.0 MILES
 DD4720'(8.0 KM) WEST SOUTHWEST OF HYMAN. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4720'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4720'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4720'52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD
 DD4720'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 3.25 MILES (5.23 KM) TO THE
 DD4720'JUNCTION OF STATE ROAD 72, CONTINUE ON ROAD 46 FOR 0.95 MILE
 DD4720'(1.53 KM) TO THE NORTHEAST END OF THE BRIDGE OVER LYNCHES RIVER AND A
 DD4720'SAND ROAD RIGHT LEADING TO AN OLD RIVERBANK STORE AND THE STATION
 DD4720'NEAR THE SOUTHEAST CORNER OF THE BRIDGE IN THE SOUTHWEST ANGLE OF THE
 DD4720'ROAD. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) AND
 DD4720'LEVEL WITH THE ROAD, 18.7 FEET (5.7 M) SOUTH SOUTHEAST OF THE CENTER
 DD4720'OF THE ROAD, 43.0 FEET (13.1 M) WEST SOUTHWEST OF THE CENTER OF THE
 DD4720'SAND ROAD, 2.3 FEET (0.7 M) SOUTH SOUTHWEST OF A WOODEN GUARDRAIL
 DD4720'POST WITH A SCGS REFERENCE WASHER ATTACHED, 3.0 FEET (0.9 M) NORTH OF
 DD4720'THE SOUTHEAST CORNER OF THE WINGWALL OF THE BRIDGE, 2.8 FEET (0.9 M)
 DD4720'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE RETAINING WALL OF THE
 DD4720'BRIDGE, 3.1 FEET (0.9 M) SOUTHEAST OF A WITNESS POST. DESCRIBED BY T.
 DD4720'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4721 ***********************************************************************
 DD4721  DESIGNATION -  21 024
 DD4721  PID         -  DD4721
 DD4721  STATE/COUNTY-  SC/FLORENCE
 DD4721  USGS QUAD   -  SCRANTON (1990)
 DD4721
 DD4721                         *CURRENT SURVEY CONTROL
 DD4721  ___________________________________________________________________
 DD4721* NAD 83(1986)-  33 58 56.     (N)    079 40 22.     (W)     SCALED    
 DD4721* NAVD 88     -        26.785  (meters)      87.88   (feet)  ADJUSTED  
 DD4721  ___________________________________________________________________
 DD4721  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DD4721  DYNAMIC HT  -          26.759 (meters)      87.79  (feet)  COMP
 DD4721  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 DD4721
 DD4721  VERT ORDER  -  FIRST     CLASS II
 DD4721
 DD4721.The horizontal coordinates were scaled from a topographic map and have
 DD4721.an estimated accuracy of +/- 6 seconds.
 DD4721
 DD4721.The orthometric height was determined by differential leveling
 DD4721.and adjusted by the National Geodetic Survey in June 1994..
 DD4721
 DD4721.The geoid height was determined by GEOID03.
 DD4721
 DD4721.The dynamic height is computed by dividing the NAVD 88
 DD4721.geopotential number by the normal gravity value computed on the
 DD4721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4721.degrees latitude (g = 980.6199 gals.).
 DD4721
 DD4721.The modeled gravity was interpolated from observed gravity values.
 DD4721
 DD4721;                    North         East    Units  Estimated Accuracy
 DD4721;SPC SC       -   239,090.      732,210.      MT  (+/- 180 meters Scaled)
 DD4721
 DD4721                          SUPERSEDED SURVEY CONTROL
 DD4721
 DD4721.No superseded survey control is available for this station.
 DD4721
 DD4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT225609(NAD 83)
 DD4721_MARKER: DD = SURVEY DISK
 DD4721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4721_SP_SET: CONCRETE POST
 DD4721_STAMPING: 21 024 1993
 DD4721_MARK LOGO: SCGS  
 DD4721_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4721+STABILITY: SURFACE MOTION
 DD4721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4721+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4721
 DD4721  HISTORY     - Date     Condition        Report By
 DD4721  HISTORY     - 1993     MONUMENTED       SCGS
 DD4721
 DD4721                          STATION DESCRIPTION
 DD4721
 DD4721'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4721'STATION IS LOCATED 4.5 MILES (7.2 KM) EAST NORTHEAST OF COWARD, 4.4
 DD4721'MILES (7.1 KM) WEST SOUTHWEST OF HYMAN. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4721'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4721'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4721'52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD
 DD4721'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.9 MILES (7.9 KM) TO THE
 DD4721'JUNCTION OF STATE ROAD 34 AND THE STATION NEAR AN OLD WOODEN SHACK
 DD4721'BEHIND HOME PLATE OF A SOFTBALL FIELD IN THE NORTH ANGLE OF THE
 DD4721'JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 DD4721'WITH THE ROADS, 38.3 FEET (11.7 M) SOUTH SOUTHWEST OF A POWER POLE
 DD4721'WITH A TRANSFORMER AND AN ELECTRIC METER ATTACHED, 7.3 FEET (2.2 M)
 DD4721'SOUTH OF A POWER POLE WITH A CONTROL LEVER AND FIVE GUY WIRES, 164.0
 DD4721'FEET (50.0 M) NORTHWEST OF THE CENTER OF ROAD 46, 36.9 FEET (11.2 M)
 DD4721'EAST NORTHEAST OF THE CENTER OF ROAD 34, 30.5 FEET (9.3 M) SOUTH OF
 DD4721'THE SOUTH CORNER OF THE WOODEN SHACK-CONCESSIONS STAND, 75.5 FEET
 DD4721'(23.0 M) WEST OF THE NORTHWEST CORNER OF AN ABANDONED CONCRETE BLOCK
 DD4721'BUILDING, 8.8 FEET (2.7 M) EAST OF A POWER POLE 0419K WITH TWO GUY
 DD4721'WIRES AND A TRANSFORMER, 6.7 FEET (2.0 M) SOUTH OF A WITNESS POST.
 DD4721'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4722 ***********************************************************************
 DD4722  DESIGNATION -  21 025
 DD4722  PID         -  DD4722
 DD4722  STATE/COUNTY-  SC/FLORENCE
 DD4722  USGS QUAD   -  SCRANTON (1990)
 DD4722
 DD4722                         *CURRENT SURVEY CONTROL
 DD4722  ___________________________________________________________________
 DD4722* NAD 83(1986)-  33 58 45.     (N)    079 39 31.     (W)     SCALED    
 DD4722* NAVD 88     -        26.380  (meters)      86.55   (feet)  ADJUSTED  
 DD4722  ___________________________________________________________________
 DD4722  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DD4722  DYNAMIC HT  -          26.353 (meters)      86.46  (feet)  COMP
 DD4722  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 DD4722
 DD4722  VERT ORDER  -  FIRST     CLASS II
 DD4722
 DD4722.The horizontal coordinates were scaled from a topographic map and have
 DD4722.an estimated accuracy of +/- 6 seconds.
 DD4722
 DD4722.The orthometric height was determined by differential leveling
 DD4722.and adjusted by the National Geodetic Survey in June 1994..
 DD4722
 DD4722.The geoid height was determined by GEOID03.
 DD4722
 DD4722.The dynamic height is computed by dividing the NAVD 88
 DD4722.geopotential number by the normal gravity value computed on the
 DD4722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4722.degrees latitude (g = 980.6199 gals.).
 DD4722
 DD4722.The modeled gravity was interpolated from observed gravity values.
 DD4722
 DD4722;                    North         East    Units  Estimated Accuracy
 DD4722;SPC SC       -   238,770.      733,530.      MT  (+/- 180 meters Scaled)
 DD4722
 DD4722                          SUPERSEDED SURVEY CONTROL
 DD4722
 DD4722.No superseded survey control is available for this station.
 DD4722
 DD4722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT239606(NAD 83)
 DD4722_MARKER: DD = SURVEY DISK
 DD4722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4722_SP_SET: CONCRETE POST
 DD4722_STAMPING: 21 025 1993
 DD4722_MARK LOGO: SCGS  
 DD4722_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4722+STABILITY: SURFACE MOTION
 DD4722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4722+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4722
 DD4722  HISTORY     - Date     Condition        Report By
 DD4722  HISTORY     - 1993     MONUMENTED       SCGS
 DD4722
 DD4722                          STATION DESCRIPTION
 DD4722
 DD4722'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4722'STATION IS LOCATED 5.2 MILES (8.4 KM) EAST OF COWARD, 3.7 MILES
 DD4722'(6.0 KM) WEST SOUTHWEST OF HYMAN. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4722'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4722'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4722'52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD
 DD4722'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.9 MILES (7.9 KM) TO THE
 DD4722'JUNCTION OF STATE ROAD 34, TURN RIGHT ON ROAD 34 FOR 0.5 MILE
 DD4722'(0.8 KM) TO THE JUNCTION OF STATE ROAD 360, TURN LEFT ON ROAD 360 FOR
 DD4722'0.5 MILE (0.8 KM) TO A GRAVEL DRIVEWAY LEFT LEADING TO A MOBILE HOME
 DD4722'AND AN OLD WOODEN BARN AND THE STATION NEAR A TELEPHONE JUNCTION BOX
 DD4722'IN THE NORTHWEST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST
 DD4722'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 73.3 FEET (22.3 M)
 DD4722'SOUTHEAST OF A METAL POST FOR A SATELITE DISH, 26.2 FEET (8.0 M) NORTH
 DD4722'OF THE CENTER OF THE ROAD, 19.0 FEET (5.8 M) WEST OF THE CENTER OF
 DD4722'THE DRIVEWAY, 2.3 FEET (0.7 M) NORTH OF A TELEPHONE JUNCTION BOX
 DD4722'SUPPORT POST NUMBER 2168/10/4, 184.0 FEET (56.1 M) SOUTH SOUTHWEST OF
 DD4722'THE SOUTHWEST CORNER OF THE SOUTHERN MOST ONE OF TWO BRICK CHIMNEYS
 DD4722'OF AN OLD WOODEN HOME, 37.9 FEET (11.6 M) SOUTHWEST OF A 2.5-FOOT
 DD4722'PECAN TREE WITH A SCGS REFERENCE WASHER ATTACHED, 2.3 FEET (0.7 M)
 DD4722'SOUTH OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4723 ***********************************************************************
 DD4723  DESIGNATION -  21 026
 DD4723  PID         -  DD4723
 DD4723  STATE/COUNTY-  SC/FLORENCE
 DD4723  USGS QUAD   -  SCRANTON (1990)
 DD4723
 DD4723                         *CURRENT SURVEY CONTROL
 DD4723  ___________________________________________________________________
 DD4723* NAD 83(2001)-  33 58 59.20524(N)    079 38 34.26365(W)     ADJUSTED  
 DD4723* NAVD 88     -        27.012  (meters)      88.62   (feet)  ADJUSTED  
 DD4723  ___________________________________________________________________
 DD4723  X           -     951,827.884 (meters)                     COMP
 DD4723  Y           -  -5,208,036.583 (meters)                     COMP
 DD4723  Z           -   3,544,890.266 (meters)                     COMP
 DD4723  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DD4723  ELLIP HEIGHT-          -5.72  (meters)          (03/13/03) GPS OBS
 DD4723  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DD4723  DYNAMIC HT  -          26.986 (meters)      88.54  (feet)  COMP
 DD4723  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 DD4723
 DD4723  HORZ ORDER  -  FIRST
 DD4723  VERT ORDER  -  FIRST     CLASS II
 DD4723  ELLP ORDER  -  FOURTH    CLASS II
 DD4723
 DD4723.The horizontal coordinates were established by GPS observations
 DD4723.and adjusted by the National Geodetic Survey in March 2003..
 DD4723
 DD4723.The orthometric height was determined by differential leveling
 DD4723.and adjusted by the National Geodetic Survey in June 1994..
 DD4723
 DD4723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4723
 DD4723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4723
 DD4723.The ellipsoidal height was determined by GPS observations
 DD4723.and is referenced to NAD 83.
 DD4723
 DD4723.The geoid height was determined by GEOID03.
 DD4723
 DD4723.The dynamic height is computed by dividing the NAVD 88
 DD4723.geopotential number by the normal gravity value computed on the
 DD4723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4723.degrees latitude (g = 980.6199 gals.).
 DD4723
 DD4723.The modeled gravity was interpolated from observed gravity values.
 DD4723
 DD4723;                    North         East     Units Scale Factor Converg.
 DD4723;SPC SC       -   239,225.416   734,977.118   MT  0.99980860   +0 45 08.6
 DD4723;SPC SC       -   784,860.29  2,411,342.25   iFT  0.99980860   +0 45 08.6
 DD4723;UTM  17      - 3,761,113.483   625,358.997   MT  0.99979372   +0 45 31.2
 DD4723
 DD4723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4723!SPC SC       -   1.00000090  x   0.99980860  =   0.99980950
 DD4723!UTM  17      -   1.00000090  x   0.99979372  =   0.99979462
 DD4723
 DD4723                          SUPERSEDED SURVEY CONTROL
 DD4723
 DD4723  NAD 83(1995)-  33 58 59.20530(N)    079 38 34.26361(W) AD(       ) 1
 DD4723  ELLIP H (12/20/99)   -5.72   (m)                       GP(       ) 4 1
 DD4723  NAD 83(1986)-  33 58 59.21554(N)    079 38 34.26551(W) AD(       ) 1
 DD4723
 DD4723.Superseded values are not recommended for survey control.
 DD4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4723.See file dsdata.txt to determine how the superseded data were derived.
 DD4723
 DD4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT2535961113(NAD 83)
 DD4723_MARKER: DD = SURVEY DISK
 DD4723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4723_SP_SET: CONCRETE POST
 DD4723_STAMPING: 21 026 1993
 DD4723_MARK LOGO: SCGS  
 DD4723_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4723+STABILITY: SURFACE MOTION
 DD4723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4723+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1996
 DD4723
 DD4723  HISTORY     - Date     Condition        Report By
 DD4723  HISTORY     - 1993     MONUMENTED       SCGS
 DD4723  HISTORY     - 19961114 GOOD             SCGS
 DD4723
 DD4723                          STATION DESCRIPTION
 DD4723
 DD4723'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4723'STATION IS LOCATED 6.1 MILES (9.8 KM) EAST OF COWARD, 2.8 MILES
 DD4723'(4.5 KM) WEST SOUTHWEST OF HYMAN. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4723'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4723'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4723'52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD
 DD4723'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.9 MILES (7.9 KM) TO THE
 DD4723'JUNCTION OF STATE ROAD 34, TURN RIGHT ON ROAD 34 FOR 0.5 MILE
 DD4723'(0.8 KM) TO THE JUNCTION OF STATE ROAD 360, TURN LEFT ON ROAD 360 FOR
 DD4723'1.45 MILES (2.33 KM) TO A SAND ROAD LEFT AND THE STATION NEAR A POWER
 DD4723'POLE IN THE NORTHWEST ANGLE OF THE ROAD. STATION IS A CONCRETE POST
 DD4723'FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 29.4 FEET (9.0 M)
 DD4723'NORTHWEST OF THE WEST END OF A 3.0-FOOT CONCRETE PIPE CULVERT BENEATH
 DD4723'THE SAND ROAD, 32.7 FEET (10.0 M) NORTH OF THE CENTER OF THE ROAD,
 DD4723'26.8 FEET (8.2 M) WEST OF THE CENTER OF THE SAND ROAD, 37.9 FEET
 DD4723'(11.6 M) NORTH OF THE EAST END OF A 3.0-FOOT CONCRETE PIPE CULVERT
 DD4723'BENEATH A DRIVEWAY TO A SMALL WOODEN HOUSE, 47.5 FEET (14.5 M)
 DD4723'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BLOCK FOUNDATION OF A SMALL
 DD4723'WOODEN HOUSE, 14.1 FEET (4.3 M) WEST OF THE POWER POLE WITH A
 DD4723'TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED. DESCRIBED BY T.
 DD4723'HALL.
 DD4723
 DD4723                          STATION RECOVERY (1996)
 DD4723
 DD4723'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD4723'STATION IS LOCATED 6.1 MILES (9.8 KM) EAST OF COWARD, 2.8 MILES (4.5
 DD4723'KM) WEST SOUTHWEST OF HYMAN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD4723'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4723'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4723'52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD
 DD4723'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.9 MILES (7.9 KM) TO THE
 DD4723'JUNCTION OF STATE ROAD 34, TURN RIGHT ON ROAD 34 FOR 0.5 MILE (0.8 KM)
 DD4723'TO THE JUNCTION OF STATE ROAD 360, TURN LEFT ON ROAD 360 FOR 1.45
 DD4723'MILES (2.33 KM) TO A SAND ROAD LEFT AND THE STATION NEAR A POWER POLE
 DD4723'IN THE NORTHWEST ANGLE OF THE ROAD.  STATION IS A CONCRETE POST FLUSH
 DD4723'WITH THE GROUND AND LEVEL WITH THE ROADS, 29.4 FEET (9.0 M) NORTHWEST
 DD4723'OF THE WEST END OF A 3.0-FOOT CONCRETE PIPE CULVERT BENEATH THE SAND
 DD4723'ROAD, 42.7 FEET (13.0 M) NORTH OF THE CENTER OF THE ROAD, 26.8 FEET
 DD4723'(8.2 M) WEST OF THE CENTER OF THE SAND ROAD, 37.9 FEET (11.6 M) NORTH
 DD4723'OF THE EAST END OF A 3.0-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY
 DD4723'TO A SMALL WOODEN HOUSE, 47.5 FEET (14.5 M) SOUTHEAST OF THE SOUTHEAST
 DD4723'CORNER OF THE BLOCK FOUNDATION OF A SMALL WOODEN HOUSE, 14.5 FEET (4.4
 DD4723'M) WEST OF A WITNESS POST BESIDE THE POWER POLE WITH A TRANSFORMER AND
 DD4723'A SCGS REFERENCE WASHER ATTACHED.  RECOVERED BY L.A.  OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4740 ***********************************************************************
 DD4740  DESIGNATION -  21 027
 DD4740  PID         -  DD4740
 DD4740  STATE/COUNTY-  SC/FLORENCE
 DD4740  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4740
 DD4740                         *CURRENT SURVEY CONTROL
 DD4740  ___________________________________________________________________
 DD4740* NAD 83(1986)-  33 59 17.     (N)    079 37 25.     (W)     SCALED    
 DD4740* NAVD 88     -        27.697  (meters)      90.87   (feet)  ADJUSTED  
 DD4740  ___________________________________________________________________
 DD4740  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DD4740  DYNAMIC HT  -          27.670 (meters)      90.78  (feet)  COMP
 DD4740  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 DD4740
 DD4740  VERT ORDER  -  FIRST     CLASS II
 DD4740
 DD4740.The horizontal coordinates were scaled from a topographic map and have
 DD4740.an estimated accuracy of +/- 6 seconds.
 DD4740
 DD4740.The orthometric height was determined by differential leveling
 DD4740.and adjusted by the National Geodetic Survey in June 1994..
 DD4740
 DD4740.The geoid height was determined by GEOID03.
 DD4740
 DD4740.The dynamic height is computed by dividing the NAVD 88
 DD4740.geopotential number by the normal gravity value computed on the
 DD4740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4740.degrees latitude (g = 980.6199 gals.).
 DD4740
 DD4740.The modeled gravity was interpolated from observed gravity values.
 DD4740
 DD4740;                    North         East    Units  Estimated Accuracy
 DD4740;SPC SC       -   239,800.      736,750.      MT  (+/- 180 meters Scaled)
 DD4740
 DD4740                          SUPERSEDED SURVEY CONTROL
 DD4740
 DD4740.No superseded survey control is available for this station.
 DD4740
 DD4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT271616(NAD 83)
 DD4740_MARKER: DD = SURVEY DISK
 DD4740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4740_SP_SET: CONCRETE POST
 DD4740_STAMPING: 21 027 1993
 DD4740_MARK LOGO: SCGS  
 DD4740_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4740+STABILITY: SURFACE MOTION
 DD4740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4740+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4740
 DD4740  HISTORY     - Date     Condition        Report By
 DD4740  HISTORY     - 1993     MONUMENTED       SCGS
 DD4740
 DD4740                          STATION DESCRIPTION
 DD4740
 DD4740'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4740'STATION IS LOCATED 1.7 MILES (2.7 KM) SOUTHWEST OF HYMAN.
 DD4740'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4740'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4740'JUNCTION OF U.S. HIGHWAY 52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE
 DD4740'ROAD 46 (FRIENDFIELD ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.9
 DD4740'MILES (7.9 KM) TO THE JUNCTION OF STATE ROAD 34, TURN RIGHT ON ROAD
 DD4740'34 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 360, TURN LEFT
 DD4740'ON ROAD 360 FOR 2.6 MILES (4.2 KM) TO THE SECOND CIRCLE DRIVEWAY
 DD4740'ENTRANCE RIGHT LEADING TO A WOODEN HOUSE AND THE STATION IN THE
 DD4740'NORTHEAST CORNER OF THE YARD BETWEEN TWO HEDGES IN THE SOUTHWEST
 DD4740'ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 DD4740'GROUND AND LEVEL WITH THE ROAD, 90.3 FEET (27.5 M) NORTH NORTHWEST OF
 DD4740'A POWER POLE WITH A SECURITY LIGHT, 45.3 FEET (13.8 M) SOUTH
 DD4740'SOUTHEAST OF THE CENTER OF THE ROAD, 16.5 FEET (5.0 M) SOUTH
 DD4740'SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED AND A
 DD4740'TRANSFORMER, 26.4 FEET (8.0 M) SOUTH SOUTHEAST OF THE WEST END OF A
 DD4740'2.5-FOOT CONCRETE PIPE CULVERT BENEATH THE HIGHWAY, 83.3 FEET
 DD4740'(25.4 M) NORTH OF THE NORTHEAST CORNER OF A BRICK FOUNDATION OF THE
 DD4740'HOUSE AT THE ENCLOSED PORCH, 79.8 FEET (24.3 M) NORTHEAST OF A
 DD4740'2.5-FOOT PINE TREE INSIDE THE CIRCLE DRIVEWAY, 16.9 FEET (5.2 M)
 DD4740'SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4724 ***********************************************************************
 DD4724  DESIGNATION -  21 028
 DD4724  PID         -  DD4724
 DD4724  STATE/COUNTY-  SC/FLORENCE
 DD4724  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4724
 DD4724                         *CURRENT SURVEY CONTROL
 DD4724  ___________________________________________________________________
 DD4724* NAD 83(1986)-  33 59 35.     (N)    079 36 11.     (W)     SCALED    
 DD4724* NAVD 88     -        26.643  (meters)      87.41   (feet)  ADJUSTED  
 DD4724  ___________________________________________________________________
 DD4724  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DD4724  DYNAMIC HT  -          26.617 (meters)      87.33  (feet)  COMP
 DD4724  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 DD4724
 DD4724  VERT ORDER  -  FIRST     CLASS II
 DD4724
 DD4724.The horizontal coordinates were scaled from a topographic map and have
 DD4724.an estimated accuracy of +/- 6 seconds.
 DD4724
 DD4724.The orthometric height was determined by differential leveling
 DD4724.and adjusted by the National Geodetic Survey in June 1994..
 DD4724
 DD4724.The geoid height was determined by GEOID03.
 DD4724
 DD4724.The dynamic height is computed by dividing the NAVD 88
 DD4724.geopotential number by the normal gravity value computed on the
 DD4724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4724.degrees latitude (g = 980.6199 gals.).
 DD4724
 DD4724.The modeled gravity was interpolated from observed gravity values.
 DD4724
 DD4724;                    North         East    Units  Estimated Accuracy
 DD4724;SPC SC       -   240,380.      738,640.      MT  (+/- 180 meters Scaled)
 DD4724
 DD4724                          SUPERSEDED SURVEY CONTROL
 DD4724
 DD4724.No superseded survey control is available for this station.
 DD4724
 DD4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT290622(NAD 83)
 DD4724_MARKER: DD = SURVEY DISK
 DD4724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4724_SP_SET: CONCRETE POST
 DD4724_STAMPING: 21 028 1993
 DD4724_MARK LOGO: SCGS  
 DD4724_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4724+STABILITY: SURFACE MOTION
 DD4724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4724+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 DD4724
 DD4724  HISTORY     - Date     Condition        Report By
 DD4724  HISTORY     - 1993     MONUMENTED       SCGS
 DD4724  HISTORY     - 19960819 GOOD             SCGS
 DD4724  HISTORY     - 20011008 GOOD             SCGS
 DD4724
 DD4724                          STATION DESCRIPTION
 DD4724
 DD4724'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4724'STATION IS LOCATED 0.35 MILE (0.56 KM) SOUTHWEST OF HYMAN, 8.5 MILES
 DD4724'(13.7 KM) EAST OF COWARD. OWNERSHIP--TRINITY A.M.E. CHURCH. TO REACH
 DD4724'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52, STATE HIGHWAY 541
 DD4724'(SALEM ROAD) AND STATE ROAD 46 (FRIENDFIELD ROAD) IN COWARD, GO EAST
 DD4724'ON ROAD 46 FOR 4.9 MILES (7.9 KM) TO THE JUNCTION OF STATE ROAD 34,
 DD4724'TURN RIGHT ON ROAD 34 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE
 DD4724'ROAD 360, TURN LEFT ON ROAD 360 FOR 3.85 MILES (6.20 KM) TO A SAND
 DD4724'ROAD RIGHT LEADING SOUTHWEST AND THE STATION NEAR THE NORTHWEST
 DD4724'CORNER OF THE TRINITY A.M.E. CHURCH IN THE SOUTH ANGLE OF THE ROAD,
 DD4724'0.2 MILE (0.3 KM) WEST OF THE JUNCTION OF STATE ROAD 51. STATION IS A
 DD4724'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SAND ROAD,
 DD4724'115.4 FEET (35.2 M) SOUTH OF THE CENTER OF ROAD 360, 84.3 FEET
 DD4724'(25.7 M) SOUTHWEST OF A POWER POLE WITH A SECURITY LIGHT, 14.7 FEET
 DD4724'(4.5 M) NORTHWEST OF THE NORTHWEST CORNER OF THE ENTRANCE OF THE MAIN
 DD4724'CHURCH BUILDING, 20.1 FEET (6.1 M) NORTH OF THE NORTHWEST CORNER OF
 DD4724'THE MAIN ROOM OF THE CHURCH BUILDING AND IN LINE WITH THE WEST WALL,
 DD4724'71.6 FEET (21.8 M) WEST OF A POWER POLE WITH A GUY WIRE AND AN
 DD4724'ELECTRIC METER ATTACHED, 14.4 FEET (4.4 M) WEST OF THE NORTHWEST
 DD4724'CORNER OF THE CONCRETE LANDING IN FRONT OF THE CHURCH, 42.5 FEET
 DD4724'(13.0 M) SOUTHEAST OF THE CENTER OF THE SAND ROAD. DESCRIBED BY T.
 DD4724'HALL.
 DD4724
 DD4724                          STATION RECOVERY (1996)
 DD4724
 DD4724'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD4724'STATION IS LOCATED 16.8 MILES (27.0 KM) SOUTHEAST OF FLORENCE, 1.86
 DD4724'MILES (2.99 KM) WEST OF PAMPLICO.  OWNERSHIP--TRINITY A.M.E.  CHURCH,
 DD4724'HYMAN, SC.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 DD4724'HIGHWAYS 327 (PLANER ROAD) , 51 (PAMPLICO HIGHWAY) AND STATE ROAD 149
 DD4724'(ARMFIELD ROAD/LEBANON ROAD) IN THE COMMUNITY OF EVERGREEN, GO SOUTH
 DD4724'SOUTHEAST ON HIGHWAY 51 FOR 7.05 MILES (11.35 KM) TO THE JUNCTION OF
 DD4724'STATE ROAD 360 (HYMAN ROAD) , TURN LEFT ON ROAD 360 FOR 0.2 MILE (0.3
 DD4724'KM) TO A REVERSE FORK LEFT AND THE STATION ON THE LEFT NEAR A CHURCH.
 DD4724'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.1 FOOT
 DD4724'(3.0 CM) BELOW THE SAND ROAD, 20.0 FEET (6.1 M) NORTH OF THE WEST
 DD4724'CORNER OF THE MAIN PART OF THE CHURCH BUILDING, 43.0 FEET (13.1 M)
 DD4724'SOUTH SOUTHEAST OF THE CENTER OF THE SAND ROAD (BLACK STREET ROAD) ,
 DD4724'83.7 FEET (25.5 M) EAST NORTHEAST OF SURVEY STATION 021 054 RM 1,
 DD4724'115.5 FEET (35.2 M) SOUTH OF THE CENTER OF HYMAN ROAD. RECOVERED BY
 DD4724'R.W.  ROBERTS.
 DD4724
 DD4724                          STATION RECOVERY (2001)
 DD4724
 DD4724'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4724'STATION IS LOCATED 1.9 MILES (3.1 KM) WEST OF PAMPLICO, 16.7 MILES
 DD4724'(26.9 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--TRINITY A.M.E.  CHURCH,
 DD4724'1102, BLACK STREET ROAD, PAMPLICO, SC 29583, REVEREND-JOHN PLATT,
 DD4724'PHONE 843-493-5358.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD4724'HIGHWAYS 51 (PAMPLICO HIGHWAY) , 327 (PLANER ROAD) AND STATE ROAD 149
 DD4724'(ARMFIELD ROAD EAST AND LEBANON ROAD SOUTH) IN THE EVERGREEN
 DD4724'COMMUNITY, 8.0 MILES (12.9 KM) NORTHWEST OF PAMPLICO, GO SOUTH
 DD4724'SOUTHEAST ON HIGHWAY 51 FOR 6.95 MILES (11.18 KM) TO THE REVERSE FORK
 DD4724'JUNCTION OF STATE ROAD 360 (HYMAN ROAD) , TURN RIGHT ON ROAD 360 FOR
 DD4724'0.2 MILE (0.3 KM) TO A FORKED JUNCTION OF A SAND ROAD (BLACKSTREET
 DD4724'ROAD) , BEAR LEFT ON THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE
 DD4724'STATION ON THE LEFT IN A VACANT LOT.  STATION IS A CONCRETE POST
 DD4724'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 91.4 FEET (27.9 M)
 DD4724'NORTH NORTHEAST OF SURVEY STATION 021 054, 83.6 FEET (25.5 M) EAST
 DD4724'NORTHEAST OF SURVEY STATION 021 054 RM 1, 41.6 FEET (12.7 M) SOUTHEAST
 DD4724'OF THE CENTER OF THE ROAD, 84.3 FEET (25.7 M) SOUTHWEST OF A POWER
 DD4724'POLE WITH SECURITY LIGHT, 85.7 FEET (26.1 M) EAST NORTHEAST OF A
 DD4724'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4725 ***********************************************************************
 DD4725  DESIGNATION -  21 029
 DD4725  PID         -  DD4725
 DD4725  STATE/COUNTY-  SC/FLORENCE
 DD4725  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4725
 DD4725                         *CURRENT SURVEY CONTROL
 DD4725  ___________________________________________________________________
 DD4725* NAD 83(1986)-  33 59 45.     (N)    079 35 34.     (W)     SCALED    
 DD4725* NAVD 88     -        24.064  (meters)      78.95   (feet)  ADJUSTED  
 DD4725  ___________________________________________________________________
 DD4725  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DD4725  DYNAMIC HT  -          24.040 (meters)      78.87  (feet)  COMP
 DD4725  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 DD4725
 DD4725  VERT ORDER  -  FIRST     CLASS II
 DD4725
 DD4725.The horizontal coordinates were scaled from a topographic map and have
 DD4725.an estimated accuracy of +/- 6 seconds.
 DD4725
 DD4725.The orthometric height was determined by differential leveling
 DD4725.and adjusted by the National Geodetic Survey in June 1994..
 DD4725
 DD4725.The geoid height was determined by GEOID03.
 DD4725
 DD4725.The dynamic height is computed by dividing the NAVD 88
 DD4725.geopotential number by the normal gravity value computed on the
 DD4725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4725.degrees latitude (g = 980.6199 gals.).
 DD4725
 DD4725.The modeled gravity was interpolated from observed gravity values.
 DD4725
 DD4725;                    North         East    Units  Estimated Accuracy
 DD4725;SPC SC       -   240,700.      739,580.      MT  (+/- 180 meters Scaled)
 DD4725
 DD4725                          SUPERSEDED SURVEY CONTROL
 DD4725
 DD4725.No superseded survey control is available for this station.
 DD4725
 DD4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT299625(NAD 83)
 DD4725_MARKER: DD = SURVEY DISK
 DD4725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4725_SP_SET: CONCRETE POST
 DD4725_STAMPING: 21 029 1993
 DD4725_MARK LOGO: SCGS  
 DD4725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4725+STABILITY: SURFACE MOTION
 DD4725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4725+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 DD4725
 DD4725  HISTORY     - Date     Condition        Report By
 DD4725  HISTORY     - 1993     MONUMENTED       SCGS
 DD4725  HISTORY     - 20011008 GOOD             SCGS
 DD4725
 DD4725                          STATION DESCRIPTION
 DD4725
 DD4725'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4725'STATION IS LOCATED 0.3 MILE (0.5 KM) EAST OF HYMAN, 1.3 MILES
 DD4725'(2.1 KM) WEST OF PAMPLICO. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4725'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4725'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4725'52, STATE HIGHWAY 541 (SALEM ROAD)AND STATE ROAD 46 (FRIENDFIELD
 DD4725'ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.9 MILES (7.9 KM) TO THE
 DD4725'JUNCTION OF STATE ROAD 34, TURN RIGHT ON ROAD 34 FOR 0.5 MILE
 DD4725'(0.8 KM) TO THE JUNCTION OF STATE ROAD 360, TURN LEFT ON ROAD 360 FOR
 DD4725'4.05 MILES (6.52 KM) TO THE JUNCTION OF STATE HIGHWAY 51, BEAR RIGHT
 DD4725'ON HIGHWAY 51 FOR 0.45 MILE (0.72 KM) TO THE BEULAH BAPTIST CHURCH ON
 DD4725'THE RIGHT AND THE STATION NEAR A SET OF CONCRETE STEPS NEAR THE
 DD4725'HIGHWAY IN FRONT OF THE CHURCH. STATION IS A CONCRETE POST FLUSH WITH
 DD4725'THE GROUND AND 4.5 FEET (1.4 M) ABOVE THE HIGHWAY, 42.9 FEET
 DD4725'(13.1 M) NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE BRICK SIGN
 DD4725'NEAR THE NORTHWEST CORNER OF THE CHURCH, 23.1 FEET (7.0 M) SOUTH
 DD4725'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 34.3 FEET (10.5 M) EAST
 DD4725'NORTHEAST OF A POWER POLE PX67 WITH A SECURITY LIGHT, 1.4 FEET
 DD4725'(0.4 M) WEST OF THE SOUTHWEST CORNER OF THE STEPS, 37.3 FEET
 DD4725'(11.4 M) NORTH OF THE NORTHWEST CORNER OF A BRICK LANDING AT THE
 DD4725'NORTHWEST CORNER OF THE MAIN STEPS OF THE CHURCH, 51.4 FEET (15.7 M)
 DD4725'NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH, 23.2 FEET (7.1 M)
 DD4725'NORTH NORTHWEST OF THE NORTH EDGE OF THE SIDEWALK TO THE CHURCH.
 DD4725'DESCRIBED BY T. HALL.
 DD4725
 DD4725                          STATION RECOVERY (2001)
 DD4725
 DD4725'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4725'STATION IS LOCATED 1.3 MILES (2.1 KM) WEST OF PAMPLICO, 16.85 MILES
 DD4725'(27.12 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD4725'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4725'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD4725'HIGHWAYS 51 (PAMPLICO HIGHWAY) , 327 (PLANER ROAD) AND STATE ROAD 149
 DD4725'(ARMFIELD ROAD EAST AND LEBANON ROAD SOUTH) IN THE EVERGREEN
 DD4725'COMMUNITY, 8.0 MILES (12.9 KM) NORTHWEST OF PAMPLICO, GO SOUTH
 DD4725'SOUTHEAST ON HIGHWAY 51 FOR 7.4 MILES (11.9 KM) TO THE STATION ON THE
 DD4725'RIGHT NEAR A SET OF CONCRETE STEPS LEADING TO THE BEULAH BAPTIST
 DD4725'CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET
 DD4725'(1.2 M) ABOVE THE HIGHWAY, 1.3 FEET (0.4 M) WEST OF THE SOUTHWEST
 DD4725'CORNER OF THE STEPS, 42.3 FEET (12.9 M) NORTH OF THE NORTHWEST CORNER
 DD4725'OF THE CHURCH, 34.0 FEET (10.4 M) EAST NORTHEAST OF A POWER POLE
 DD4725'PX67/BM WITH A SECURITY LIGHT ATTACHED, 23.0 FEET (7.0 M) SOUTH OF THE
 DD4725'CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4726 ***********************************************************************
 DD4726  DESIGNATION -  21 030
 DD4726  PID         -  DD4726
 DD4726  STATE/COUNTY-  SC/FLORENCE
 DD4726  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4726
 DD4726                         *CURRENT SURVEY CONTROL
 DD4726  ___________________________________________________________________
 DD4726* NAD 83(1986)-  33 59 49.     (N)    079 34 43.     (W)     SCALED    
 DD4726* NAVD 88     -        26.041  (meters)      85.44   (feet)  ADJUSTED  
 DD4726  ___________________________________________________________________
 DD4726  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DD4726  DYNAMIC HT  -          26.015 (meters)      85.35  (feet)  COMP
 DD4726  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 DD4726
 DD4726  VERT ORDER  -  FIRST     CLASS II
 DD4726
 DD4726.The horizontal coordinates were scaled from a topographic map and have
 DD4726.an estimated accuracy of +/- 6 seconds.
 DD4726
 DD4726.The orthometric height was determined by differential leveling
 DD4726.and adjusted by the National Geodetic Survey in June 1994..
 DD4726
 DD4726.The geoid height was determined by GEOID03.
 DD4726
 DD4726.The dynamic height is computed by dividing the NAVD 88
 DD4726.geopotential number by the normal gravity value computed on the
 DD4726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4726.degrees latitude (g = 980.6199 gals.).
 DD4726
 DD4726.The modeled gravity was interpolated from observed gravity values.
 DD4726
 DD4726;                    North         East    Units  Estimated Accuracy
 DD4726;SPC SC       -   240,840.      740,890.      MT  (+/- 180 meters Scaled)
 DD4726
 DD4726                          SUPERSEDED SURVEY CONTROL
 DD4726
 DD4726.No superseded survey control is available for this station.
 DD4726
 DD4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT312627(NAD 83)
 DD4726_MARKER: DD = SURVEY DISK
 DD4726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4726_SP_SET: CONCRETE POST
 DD4726_STAMPING: 21 030 1993
 DD4726_MARK LOGO: SCGS  
 DD4726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4726+STABILITY: SURFACE MOTION
 DD4726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4726+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 DD4726
 DD4726  HISTORY     - Date     Condition        Report By
 DD4726  HISTORY     - 1993     MONUMENTED       SCGS
 DD4726  HISTORY     - 20011008 GOOD             SCGS
 DD4726
 DD4726                          STATION DESCRIPTION
 DD4726
 DD4726'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4726'STATION IS LOCATED 0.5 MILE (0.8 KM) WEST NORTHWEST OF PAMPLICO.
 DD4726'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4726'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4726'JUNCTION OF U.S. HIGHWAY 52, STATE HIGHWAY 541 (SALEM ROAD) AND STATE
 DD4726'ROAD 46 (FRIENDFIELD ROAD) IN COWARD, GO EAST ON ROAD 46 FOR 4.9
 DD4726'MILES (7.9 KM) TO THE JUNCTION OF STATE ROAD 34, TURN RIGHT ON ROAD
 DD4726'34 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 360, TURN LEFT
 DD4726'ON ROAD 360 FOR 4.05 MILES (6.52 KM) TO THE JUNCTION OF STATE HIGHWAY
 DD4726'51, BEAR RIGHT ON HIGHWAY 51 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION
 DD4726'OF STATE ROAD 897, CONTINUE ON HIGHWAY 51 FOR 0.1 MILE (0.2 KM) TO A
 DD4726'SAND DRIVEWAY RIGHT LEADING TO A BARN BEHIND A WOODEN HOUSE AND THE
 DD4726'STATION NEAR TWO POWER POLES IN THE SOUTHWEST ANGLE OF THE DRIVEWAY.
 DD4726'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD4726'HIGHWAY, 30.8 FEET (9.4 M) NORTH NORTHWEST OF A 1.0-FOOT CEDAR TREE,
 DD4726'45.6 FEET (13.9 M) SOUTH OF THE CENTER OF THE HIGHWAY, 8.9 FEET
 DD4726'(2.7 M) SOUTH OF THE POWER POLE PW79 WITH AN ELECTRIC METER ATTACHED,
 DD4726'9.2 FEET (2.8 M) NORTH OF THE POWER POLE PW80 WITH THREE GUY WIRES,
 DD4726'7.8 FEET (2.4 M) WEST NORTHWEST OF THE CENTER OF THE DRIVEWAY, 109.9
 DD4726'FEET (33.5 M) NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK FRONT
 DD4726'PORCH OF THE HOUSE, 8.6 FEET (2.6 M) NORTH OF A WITNESS POST.
 DD4726'DESCRIBED BY T. HALL.
 DD4726
 DD4726                          STATION RECOVERY (2001)
 DD4726
 DD4726'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4726'STATION IS LOCATED 0.5 MILE (0.8 KM) WEST OF PAMPLICO, 17.25 MILES
 DD4726'(27.76 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD4726'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4726'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD4726'HIGHWAYS 51 (PAMPLICO HIGHWAY) , 327 (PLANER ROAD) AND STATE ROAD 149
 DD4726'(ARMFIELD ROAD EAST AND LEBANON ROAD SOUTH) IN THE EVERGREEN
 DD4726'COMMUNITY, 8.0 MILES (12.9 KM) NORTHWEST OF PAMPLICO, GO SOUTH
 DD4726'SOUTHEAST ON HIGHWAY 51 FOR 8.2 MILES (13.2 KM) TO THE STATION ON THE
 DD4726'RIGHT NEAR THE NORTHWEST LOT CORNER OF A WOODEN HOUSE NUMBER 336.
 DD4726'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 DD4726'CM) BELOW THE HIGHWAY, 45.5 FEET (13.9 M) SOUTH SOUTHWEST OF THE
 DD4726'CENTER OF THE HIGHWAY, 8.7 FEET (2.7 M) SOUTH SOUTHWEST OF A POWER
 DD4726'POLE PW79 WITH GUY WIRE, 8.9 FEET (2.7 M) NORTH NORTHEAST OF A POWER
 DD4726'POLE 866/PW 80/BM WITH GUY WIRE, 15.1 FEET (4.6 M) SOUTH OF A FIRE
 DD4726'HYDRANT, 8.6 FEET (2.6 M) NORTH NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4727 ***********************************************************************
 DD4727  DESIGNATION -  21 031
 DD4727  PID         -  DD4727
 DD4727  STATE/COUNTY-  SC/FLORENCE
 DD4727  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4727
 DD4727                         *CURRENT SURVEY CONTROL
 DD4727  ___________________________________________________________________
 DD4727* NAD 83(1986)-  33 59 43.     (N)    079 34 03.     (W)     SCALED    
 DD4727* NAVD 88     -        25.444  (meters)      83.48   (feet)  ADJUSTED  
 DD4727  ___________________________________________________________________
 DD4727  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DD4727  DYNAMIC HT  -          25.418 (meters)      83.39  (feet)  COMP
 DD4727  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 DD4727
 DD4727  VERT ORDER  -  FIRST     CLASS II
 DD4727
 DD4727.The horizontal coordinates were scaled from a topographic map and have
 DD4727.an estimated accuracy of +/- 6 seconds.
 DD4727
 DD4727.The orthometric height was determined by differential leveling
 DD4727.and adjusted by the National Geodetic Survey in June 1994..
 DD4727
 DD4727.The geoid height was determined by GEOID03.
 DD4727
 DD4727.The dynamic height is computed by dividing the NAVD 88
 DD4727.geopotential number by the normal gravity value computed on the
 DD4727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4727.degrees latitude (g = 980.6199 gals.).
 DD4727
 DD4727.The modeled gravity was interpolated from observed gravity values.
 DD4727
 DD4727;                    North         East    Units  Estimated Accuracy
 DD4727;SPC SC       -   240,670.      741,920.      MT  (+/- 180 meters Scaled)
 DD4727
 DD4727                          SUPERSEDED SURVEY CONTROL
 DD4727
 DD4727.No superseded survey control is available for this station.
 DD4727
 DD4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT323625(NAD 83)
 DD4727_MARKER: DD = SURVEY DISK
 DD4727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4727_SP_SET: CONCRETE POST
 DD4727_STAMPING: 21 031 1993
 DD4727_MARK LOGO: SCGS  
 DD4727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4727+STABILITY: SURFACE MOTION
 DD4727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4727+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 DD4727
 DD4727  HISTORY     - Date     Condition        Report By
 DD4727  HISTORY     - 1993     MONUMENTED       SCGS
 DD4727  HISTORY     - 20011008 GOOD             SCGS
 DD4727
 DD4727                          STATION DESCRIPTION
 DD4727
 DD4727'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4727'STATION IS LOCATED IN PAMPLICO. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4727'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4727'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD4727'HIGHWAY 378 AND STATE HIGHWAY 51 IN THE COMMUNITY OF SALEM, 5.85
 DD4727'MILES (9.41 KM) NORTH NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON
 DD4727'HIGHWAY 51 FOR 8.6 MILES (13.8 KM) TO THE JUNCTION OF STATE ROAD 21
 DD4727'(3RD AVENUE), TURN RIGHT ON ROAD 21 FOR 0.1 MILE (0.2 KM) TO THE
 DD4727'JUNCTION OF STATE ROADS 40 (RIVER ROAD) AND 118 AND THE STATION NEAR
 DD4727'A SMALL SUNDIAL IN A GRASSY TRAFFIC ISLAND IN FRONT OF THE PAMPLICO
 DD4727'COMPLEX AND FIRE DEPARTMENT. STATION IS A CONCRETE POST FLUSH WITH
 DD4727'THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROADS, 94.8 FEET
 DD4727'(28.9 M) WEST SOUTHWEST OF THE WEST CORNER OF THE PAMPLICO COMPLEX
 DD4727'AND FIRE DEPARTMENT NEAR THE STORAGE BAY DOORS FOR THE FIRE VEHICLES,
 DD4727'5.0 FEET (1.5 M) WEST OF THE CENTER OF THE SUNDIAL, 65.2 FEET
 DD4727'(19.9 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE POST OFFICE
 DD4727'BUILDING, 123.8 FEET (37.7 M) WEST NORTHWEST OF THE SOUTH CORNER OF
 DD4727'THE PAMPLICO FIRE STATION (COMPLEX BUILDING), 10.5 FEET (3.2 M) NORTH
 DD4727'NORTHEAST OF THE NORTH EDGE OF THE CURB OF ROAD 40, 52.5 FEET
 DD4727'(16.0 M) NORTHEAST OF A POWER POLE PP18/752 WITH FOUR GUY WIRES AND A
 DD4727'STREET LIGHT. DESCRIBED BY T. HALL.
 DD4727
 DD4727                          STATION RECOVERY (2001)
 DD4727
 DD4727'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4727'STATION IS LOCATED IN PAMPLICO, 17.75 MILES (28.57 KM) SOUTHEAST OF
 DD4727'FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 DD4727'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 DD4727'FROM THE JUNCTION OF STATE HIGHWAYS 51 AND U.S.  HIGHWAY 378 (SALEM
 DD4727'CROSSROADS) , 5.85 MILES (9.41 KM) NORTHWEST OF JOHNSONVILLE, GO
 DD4727'NORTHWEST ON HIGHWAY 51 FOR 8.55 MILES (13.76 KM) TO THE JUNCTION OF
 DD4727'STATE ROAD 21 (EAST 3RD STREET) , TURN RIGHT ON ROAD 21 FOR 0.1 MILE
 DD4727'(0.2 KM) TO THE STATION NEAR A SUNDIAL IN THE GRASSY TRAFFIC ISLAND IN
 DD4727'FRONT OF THE PAMPLICO TOWN HALL AND FIRE DEPARTMENT COMPLEX AT THE
 DD4727'JUNCTION OF STATE ROADS 40 (RIVER ROAD) , 119 (EAST 3RD STREET) AND
 DD4727'118 (SOUTH TRADE STREET) .  STATION IS A CONCRETE POST FLUSH WITH THE
 DD4727'GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE JUNCTION, 5.0 FEET (1.5 M)
 DD4727'WEST OF THE CENTER OF THE SUNDIAL, 24.5 FEET (7.5 M) NORTH NORTHEAST
 DD4727'OF THE CENTER OF ROAD 40, 28.9 FEET (8.8 M) SOUTH SOUTHEAST OF THE
 DD4727'CENTER OF ROAD 119, 34.9 FEET (10.6 M) EAST NORTHEAST OF THE CENTER OF
 DD4727'ROAD 118, 103.4 FEET (31.5 M) WEST OF A FLAG POLE IN FRONT OF THE
 DD4727'COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4728 ***********************************************************************
 DD4728  DESIGNATION -  21 032
 DD4728  PID         -  DD4728
 DD4728  STATE/COUNTY-  SC/FLORENCE
 DD4728  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4728
 DD4728                         *CURRENT SURVEY CONTROL
 DD4728  ___________________________________________________________________
 DD4728* NAD 83(1986)-  33 59 34.     (N)    079 33 26.     (W)     SCALED    
 DD4728* NAVD 88     -        25.509  (meters)      83.69   (feet)  ADJUSTED  
 DD4728  ___________________________________________________________________
 DD4728  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 DD4728  DYNAMIC HT  -          25.484 (meters)      83.61  (feet)  COMP
 DD4728  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 DD4728
 DD4728  VERT ORDER  -  FIRST     CLASS II
 DD4728
 DD4728.The horizontal coordinates were scaled from a topographic map and have
 DD4728.an estimated accuracy of +/- 6 seconds.
 DD4728
 DD4728.The orthometric height was determined by differential leveling
 DD4728.and adjusted by the National Geodetic Survey in June 1994..
 DD4728
 DD4728.The geoid height was determined by GEOID03.
 DD4728
 DD4728.The dynamic height is computed by dividing the NAVD 88
 DD4728.geopotential number by the normal gravity value computed on the
 DD4728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4728.degrees latitude (g = 980.6199 gals.).
 DD4728
 DD4728.The modeled gravity was interpolated from observed gravity values.
 DD4728
 DD4728;                    North         East    Units  Estimated Accuracy
 DD4728;SPC SC       -   240,400.      742,870.      MT  (+/- 180 meters Scaled)
 DD4728
 DD4728                          SUPERSEDED SURVEY CONTROL
 DD4728
 DD4728.No superseded survey control is available for this station.
 DD4728
 DD4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT332622(NAD 83)
 DD4728_MARKER: DD = SURVEY DISK
 DD4728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4728_SP_SET: CONCRETE POST
 DD4728_STAMPING: 21 032 1993
 DD4728_MARK LOGO: SCGS  
 DD4728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4728+STABILITY: SURFACE MOTION
 DD4728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4728+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 DD4728
 DD4728  HISTORY     - Date     Condition        Report By
 DD4728  HISTORY     - 1993     MONUMENTED       SCGS
 DD4728  HISTORY     - 20011008 GOOD             SCGS
 DD4728
 DD4728                          STATION DESCRIPTION
 DD4728
 DD4728'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4728'STATION IS LOCATED 0.7 MILE (1.1 KM) SOUTHEAST OF PAMPLICO.
 DD4728'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4728'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4728'FORK JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 51 IN THE
 DD4728'COMMUNITY OF SALEM, 5.85 MILES (9.41 KM) NORTH NORTHWEST OF
 DD4728'JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 8.6 MILES (13.8 KM) TO
 DD4728'THE JUNCTION OF STATE ROAD 21 (3RD AVENUE), TURN RIGHT ON ROAD 21 FOR
 DD4728'0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROADS 40 (RIVER ROAD) AND
 DD4728'118, TURN RIGHT ON ROAD 40 FOR 0.6 MILE (1.0 KM) TO AN ENTRANCE
 DD4728'DRIVEWAY LEFT LEADING TO A CHAIN LINK FENCE AROUND THE PAMPLICO WATER
 DD4728'TANK AND THE STATION NEAR THE SOUTHEAST CORNER OF THE FENCE IN THE
 DD4728'NORTHWEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH
 DD4728'WITH THE GROUND AND LEVEL WITH THE ROAD, 37.3 FEET (11.4 M) NORTH
 DD4728'NORTHEAST OF THE CENTER OF THE ROAD, 2.4 FEET (0.7 M) SOUTH SOUTHEAST
 DD4728'OF THE SOUTHEAST FENCE CORNER POST, 12.1 FEET (3.7 M) NORTH OF A FIRE
 DD4728'HYDRANT, 37.0 FEET (11.3 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 DD4728'SOUTHEAST LEG OF THE TOWER, 3.9 FEET (1.2 M) SOUTHEAST OF A WITNESS
 DD4728'POST. DESCRIBED BY T. HALL.
 DD4728
 DD4728                          STATION RECOVERY (2001)
 DD4728
 DD4728'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4728'STATION IS LOCATED 0.7 MILE (1.1 KM) EAST SOUTHEAST OF PAMPLICO, 18.25
 DD4728'MILES (29.37 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD4728'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4728'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD4728'HIGHWAYS 51 AND U.S.  HIGHWAY 378 (SALEM CROSSROADS) , 5.85 MILES
 DD4728'(9.41 KM) NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR
 DD4728'8.35 MILES (13.44 KM) TO THE JUNCTION OF STATE ROAD 135 (EAST 1ST
 DD4728'STREET) , TURN RIGHT ON ROAD 135 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION
 DD4728'OF STATE ROAD 40 (RIVER ROAD) , TURN RIGHT ON ROAD 40 FOR 0.35 MILE
 DD4728'(0.56 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF A
 DD4728'CHAIN LINK FENCE SURROUNDING THE PAMPLICO WATER TANK. STATION IS A
 DD4728'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 2.3
 DD4728'FEET (0.7 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE,
 DD4728'12.7 FEET (3.9 M) NORTH OF A FIRE HYDRANT, 37.3 FEET (11.4 M) NORTH
 DD4728'NORTHEAST OF THE CENTER OF THE ROAD, 51.7 FEET (15.8 M) NORTHWEST OF
 DD4728'THE CENTER OF A PAVED APRON LEADING TO A UTILITY BUILDING, 3.8 FEET
 DD4728'(1.2 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4730 ***********************************************************************
 DD4730  DESIGNATION -  21 033
 DD4730  PID         -  DD4730
 DD4730  STATE/COUNTY-  SC/FLORENCE
 DD4730  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4730
 DD4730                         *CURRENT SURVEY CONTROL
 DD4730  ___________________________________________________________________
 DD4730* NAD 83(1986)-  33 59 13.     (N)    079 31 30.     (W)     SCALED    
 DD4730* NAVD 88     -        23.168  (meters)      76.01   (feet)  ADJUSTED  
 DD4730  ___________________________________________________________________
 DD4730  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DD4730  DYNAMIC HT  -          23.144 (meters)      75.93  (feet)  COMP
 DD4730  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 DD4730
 DD4730  VERT ORDER  -  FIRST     CLASS II
 DD4730
 DD4730.The horizontal coordinates were scaled from a topographic map and have
 DD4730.an estimated accuracy of +/- 6 seconds.
 DD4730
 DD4730.The orthometric height was determined by differential leveling
 DD4730.and adjusted by the National Geodetic Survey in June 1994..
 DD4730
 DD4730.The geoid height was determined by GEOID03.
 DD4730
 DD4730.The dynamic height is computed by dividing the NAVD 88
 DD4730.geopotential number by the normal gravity value computed on the
 DD4730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4730.degrees latitude (g = 980.6199 gals.).
 DD4730
 DD4730.The modeled gravity was interpolated from observed gravity values.
 DD4730
 DD4730;                    North         East    Units  Estimated Accuracy
 DD4730;SPC SC       -   239,800.      745,860.      MT  (+/- 180 meters Scaled)
 DD4730
 DD4730                          SUPERSEDED SURVEY CONTROL
 DD4730
 DD4730.No superseded survey control is available for this station.
 DD4730
 DD4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT362616(NAD 83)
 DD4730_MARKER: DD = SURVEY DISK
 DD4730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4730_SP_SET: CONCRETE POST
 DD4730_STAMPING: 21 033 1993
 DD4730_MARK LOGO: SCGS  
 DD4730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4730+STABILITY: SURFACE MOTION
 DD4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4730+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 DD4730
 DD4730  HISTORY     - Date     Condition        Report By
 DD4730  HISTORY     - 1993     MONUMENTED       SCGS
 DD4730  HISTORY     - 20011010 GOOD             SCGS
 DD4730
 DD4730                          STATION DESCRIPTION
 DD4730
 DD4730'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4730'STATION IS LOCATED 2.7 MILES (4.3 KM) EAST SOUTHEAST OF PAMPLICO.
 DD4730'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4730'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4730'FORK JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 51 IN THE
 DD4730'COMMUNITY OF SALEM, 5.85 MILES (9.41 KM) NORTH NORTHWEST OF
 DD4730'JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 8.6 MILES (13.8 KM) TO
 DD4730'THE JUNCTION OF STATE ROAD 21 (3RD AVENUE), TURN RIGHT ON ROAD 21 FOR
 DD4730'0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROADS 40 (RIVER ROAD) AND
 DD4730'118, TURN RIGHT ON ROAD 40 FOR 2.5 MILES (4.0 KM) TO THE JUNCTION OF
 DD4730'STATE ROAD 57 AND THE STATION NEAR A POWER POLE IN THE EAST ANGLE OF
 DD4730'THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD4730'LEVEL WITH THE ROAD, 47.5 FEET (14.5 M) EAST OF THE CENTER OF ROAD
 DD4730'57, 20.5 FEET (6.2 M) SOUTH OF THE EXTENDED CENTER OF ROAD 40, 14.4
 DD4730'FEET (4.4 M) EAST OF THE POWER POLE 69/PM34 WITH FOUR GUY WIRES AND A
 DD4730'TRANSFORMER, 26.8 FEET (8.2 M) NORTH OF A 1.3-FOOT OAK TREE WITH A
 DD4730'SCGS REFERENCE WASHER ATTACHED, 2.3 FEET (0.7 M) NORTH NORTHWEST OF
 DD4730'THE GUY WIRE ANCHOR, 1.6 FEET (0.5 M) NORTHWEST OF A WITNESS POST.
 DD4730'DESCRIBED BY T. HALL.
 DD4730
 DD4730                          STATION RECOVERY (2001)
 DD4730
 DD4730'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4730'STATION IS LOCATED 2.65 MILES (4.26 KM) EAST OF PAMPLICO, 19.8 MILES
 DD4730'(31.9 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SYDNEY AND ROSA LEE, 610
 DD4730'SOUTH OLD RIVER ROAD, PAMPLICO, SC 29583, PHONE 843-493-1953.  TO
 DD4730'REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 51 (PAMPLICO
 DD4730'HIGHWAY) AND U.S.  HIGHWAY 378 (SALEM CROSSROADS) IN THE COMMUNITY OF
 DD4730'SALEM, 5.85 MILES (9.41 KM) NORTH OF JOHNSONVILLE, GO NORTHWEST ON
 DD4730'HIGHWAY 51 FOR 5.25 MILES (8.45 KM) TO THE JUNCTION OF STATE ROAD 86 ,
 DD4730'CONTINUE ON HIGHWAY 51 FOR 3.15 MILES (5.07 KM) TO THE JUNCTION OF
 DD4730'STATE ROAD 135 (EAST 1ST STREET) , TURN RIGHT ON ROAD 135 FOR 0.3 MILE
 DD4730'(0.5 KM) TO THE JUNCTION OF STATE ROAD 40 (RIVER ROAD) , TURN RIGHT ON
 DD4730'ROAD 40 FOR 2.5 MILES (4.0 KM) TO THE STATION AHEAD NEAR A POWER POLE
 DD4730'IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD 57 (SOUTH OLD RIVER
 DD4730'ROAD) AND IN THE NORTH YARD OF A MOBILE HOME NUMBER 610. STATION IS A
 DD4730'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE
 DD4730'JUNCTION, 22.0 FEET (6.7 M) SOUTH OF THE EXTENDED CENTER OF ROAD 40,
 DD4730'47.7 FEET (14.5 M) EAST OF THE CENTER OF ROAD 57, 26.8 FEET (8.2 M)
 DD4730'NORTH OF A 1.2-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED,
 DD4730'14.6 FEET (4.5 M) EAST OF A WOODEN FENCE LINE, 14.3 FEET (4.4 M) EAST
 DD4730'SOUTHEAST OF A POWER POLE 69/PM34/BM, 1.7 FEET (0.5 M) NORTH NORTHWEST
 DD4730'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4731 ***********************************************************************
 DD4731  DESIGNATION -  21 034
 DD4731  PID         -  DD4731
 DD4731  STATE/COUNTY-  SC/FLORENCE
 DD4731  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4731
 DD4731                         *CURRENT SURVEY CONTROL
 DD4731  ___________________________________________________________________
 DD4731* NAD 83(1986)-  33 58 24.     (N)    079 31 18.     (W)     SCALED    
 DD4731* NAVD 88     -        22.530  (meters)      73.92   (feet)  ADJUSTED  
 DD4731  ___________________________________________________________________
 DD4731  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DD4731  DYNAMIC HT  -          22.507 (meters)      73.84  (feet)  COMP
 DD4731  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 DD4731
 DD4731  VERT ORDER  -  FIRST     CLASS II
 DD4731
 DD4731.The horizontal coordinates were scaled from a topographic map and have
 DD4731.an estimated accuracy of +/- 6 seconds.
 DD4731
 DD4731.The orthometric height was determined by differential leveling
 DD4731.and adjusted by the National Geodetic Survey in June 1994..
 DD4731
 DD4731.The geoid height was determined by GEOID03.
 DD4731
 DD4731.The dynamic height is computed by dividing the NAVD 88
 DD4731.geopotential number by the normal gravity value computed on the
 DD4731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4731.degrees latitude (g = 980.6199 gals.).
 DD4731
 DD4731.The modeled gravity was interpolated from observed gravity values.
 DD4731
 DD4731;                    North         East    Units  Estimated Accuracy
 DD4731;SPC SC       -   238,300.      746,190.      MT  (+/- 180 meters Scaled)
 DD4731
 DD4731                          SUPERSEDED SURVEY CONTROL
 DD4731
 DD4731.No superseded survey control is available for this station.
 DD4731
 DD4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT365601(NAD 83)
 DD4731_MARKER: DD = SURVEY DISK
 DD4731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4731_SP_SET: CONCRETE POST
 DD4731_STAMPING: 21 034 1993
 DD4731_MARK LOGO: SCGS  
 DD4731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4731+STABILITY: SURFACE MOTION
 DD4731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4731+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 DD4731
 DD4731  HISTORY     - Date     Condition        Report By
 DD4731  HISTORY     - 1993     MONUMENTED       SCGS
 DD4731  HISTORY     - 20011010 GOOD             SCGS
 DD4731
 DD4731                          STATION DESCRIPTION
 DD4731
 DD4731'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4731'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTHEAST OF PAMPLICO.
 DD4731'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4731'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4731'FORK JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 51 IN THE
 DD4731'COMMUNITY OF SALEM, 5.85 MILES (9.41 KM) NORTH NORTHWEST OF
 DD4731'JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 5.3 MILES (8.5 KM) TO
 DD4731'THE JUNCTION OF STATE ROAD 86, TURN RIGHT ON ROAD 86 FOR 2.45 MILES
 DD4731'(3.94 KM) TO THE JUNCTION OF STATE ROAD 57, TURN LEFT ON ROAD 57 FOR
 DD4731'0.75 MILE (1.21 KM) TO A CONCRETE DRIVEWAY LEFT LEADING TO A BRICK
 DD4731'HOUSE WITH A CARPORT ON THE NORTH SIDE AND THE STATION NEAR A
 DD4731'TELEPHONE JUNCTION BOX IN THE WEST ANGLE OF THE DRIVEWAY. STATION IS
 DD4731'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 53.9
 DD4731'FEET (16.4 M) EAST NORTHEAST OF A POWER LINE STUB POLE PM67 WITH A
 DD4731'GUY WIRE, 71.4 FEET (21.8 M) WEST SOUTHWEST OF A POWER POLE
 DD4731'85/1/PM66, 81.1 FEET (24.7 M) NORTHEAST OF THE NORTH CORNER OF THE
 DD4731'HOUSE, 35.9 FEET (10.9 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 DD4731'4.3 FEET (1.3 M) WEST SOUTHWEST OF THE TELEPHONE JUNCTION BOX NUMBER
 DD4731'30, 13.6 FEET (4.1 M) NORTH NORTHWEST OF THE NORTH EDGE OF THE
 DD4731'DRIVEWAY, 13.6 FEET (4.1 M) WEST OF THE NORTH END OF A 1.5-FOOT
 DD4731'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 129.4 FEET (39.4 M) EAST
 DD4731'OF THE EAST CORNER OF A BRICK HOUSE, 3.2 FEET (1.0 M) WEST SOUTHWEST
 DD4731'OF A WITNESS POST. DESCRIBED BY T. HALL.
 DD4731
 DD4731                          STATION RECOVERY (2001)
 DD4731
 DD4731'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4731'STATION IS LOCATED 3.3 MILES (5.3 KM) EAST SOUTHEAST OF PAMPLICO, 20.7
 DD4731'MILES (33.3 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--ELIZABETH PERRY,
 DD4731'1121 SOUTH OLD RIVER ROAD, PAMPLICO, SC 29583.  TO REACH THE STATION
 DD4731'FROM THE JUNCTION OF STATE HIGHWAY 51 (PAMPLICO HIGHWAY) AND U.S.
 DD4731'HIGHWAY 378 (SALEM CROSSROADS) IN THE COMMUNITY OF SALEM, 5.85 MILES
 DD4731'(9.41 KM) NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR
 DD4731'5.25 MILES (8.45 KM) TO THE JUNCTION OF STATE ROAD 86 , TURN RIGHT ON
 DD4731'ROAD 86 FOR 2.4 MILES (3.9 KM) TO THE JUNCTION OF STATE ROAD 57 (SOUTH
 DD4731'OLD RIVER ROAD) , TURN LEFT ON ROAD 57 FOR 0.75 MILE (1.21 KM) TO THE
 DD4731'STATION ON THE LEFT NEAR A TELEPHONE JUNCTION BOX AT SOUTHEAST
 DD4731'PROPERTY CORNER OF A BRICK HOUSE NUMBER 1121.  STATION IS A CONCRETE
 DD4731'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 35.5
 DD4731'FEET (10.8 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 18.2 FEET (5.5
 DD4731'M) NORTH NORTHWEST OF THE CENTER OF A CONCRETE DRIVEWAY LEADING TO THE
 DD4731'HOUSE, 4.4 FEET (1.3 M) WEST SOUTHWEST OF THE TELEPHONE JUNCTION BOX
 DD4731'NUMBER 30, 53.8 FEET (16.4 M) EAST NORTHEAST OF A POWER POLE PM67/BM,
 DD4731'13.7 FEET (4.2 M) NORTHWEST OF THE NORTH END OF A 1.5-FOOT CONCRETE
 DD4731'PIPE CULVERT BENEATH THE DRIVEWAY, 3.2 FEET (1.0 M) WEST SOUTHWEST OF
 DD4731'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4733 ***********************************************************************
 DD4733  DESIGNATION -  21 035
 DD4733  PID         -  DD4733
 DD4733  STATE/COUNTY-  SC/FLORENCE
 DD4733  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4733
 DD4733                         *CURRENT SURVEY CONTROL
 DD4733  ___________________________________________________________________
 DD4733* NAD 83(1986)-  33 57 38.     (N)    079 30 44.     (W)     SCALED    
 DD4733* NAVD 88     -        22.749  (meters)      74.64   (feet)  ADJUSTED  
 DD4733  ___________________________________________________________________
 DD4733  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DD4733  DYNAMIC HT  -          22.726 (meters)      74.56  (feet)  COMP
 DD4733  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 DD4733
 DD4733  VERT ORDER  -  FIRST     CLASS II
 DD4733
 DD4733.The horizontal coordinates were scaled from a topographic map and have
 DD4733.an estimated accuracy of +/- 6 seconds.
 DD4733
 DD4733.The orthometric height was determined by differential leveling
 DD4733.and adjusted by the National Geodetic Survey in June 1994..
 DD4733
 DD4733.The geoid height was determined by GEOID03.
 DD4733
 DD4733.The dynamic height is computed by dividing the NAVD 88
 DD4733.geopotential number by the normal gravity value computed on the
 DD4733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4733.degrees latitude (g = 980.6199 gals.).
 DD4733
 DD4733.The modeled gravity was interpolated from observed gravity values.
 DD4733
 DD4733;                    North         East    Units  Estimated Accuracy
 DD4733;SPC SC       -   236,890.      747,080.      MT  (+/- 180 meters Scaled)
 DD4733
 DD4733                          SUPERSEDED SURVEY CONTROL
 DD4733
 DD4733.No superseded survey control is available for this station.
 DD4733
 DD4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT374587(NAD 83)
 DD4733_MARKER: DD = SURVEY DISK
 DD4733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4733_SP_SET: CONCRETE POST
 DD4733_STAMPING: 21 035 1993
 DD4733_MARK LOGO: SCGS  
 DD4733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4733+STABILITY: SURFACE MOTION
 DD4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4733+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 DD4733
 DD4733  HISTORY     - Date     Condition        Report By
 DD4733  HISTORY     - 1993     MONUMENTED       SCGS
 DD4733  HISTORY     - 20011010 GOOD             SCGS
 DD4733
 DD4733                          STATION DESCRIPTION
 DD4733
 DD4733'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4733'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTHEAST OF PAMPLICO, 5.0 MILES
 DD4733'(8.0 KM) NORTH OF SALEM. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4733'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4733'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD4733'HIGHWAY 378 AND STATE HIGHWAY 51 IN THE COMMUNITY OF SALEM, 5.85
 DD4733'MILES (9.41 KM) NORTH NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON
 DD4733'HIGHWAY 51 FOR 5.3 MILES (8.5 KM) TO THE JUNCTION OF STATE ROAD 86,
 DD4733'TURN RIGHT ON ROAD 86 FOR 2.45 MILES (3.94 KM) TO THE JUNCTION OF
 DD4733'STATE ROAD 57, TURN RIGHT ON ROAD 57 FOR 0.3 MILE (0.5 KM) TO A
 DD4733'DRIVEWAY LEFT LEADING TO A BRICK HOUSE AND THE STATION NEAR A POWER
 DD4733'POLE IN THE WEST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST
 DD4733'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 52.7 FEET (16.1 M)
 DD4733'EAST SOUTHEAST OF THE EAST CORNER OF A SMALL CONCRETE PORCH TO A
 DD4733'WOODEN HOUSE, 23.7 FEET (7.2 M) NORTH NORTHEAST OF THE NORTH CORNER
 DD4733'OF A BRICK WALL AT THE CARPORT OF THE BRICK HOUSE, 38.9 FEET
 DD4733'(11.9 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 7.2 FEET (2.2 M)
 DD4733'WEST SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 54, 2.9 FEET
 DD4733'(0.9 M) WEST SOUTHWEST OF THE POWER POLE PN23 WITH A TRANSFORMER,
 DD4733'34.4 FEET (10.5 M) SOUTH OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE
 DD4733'CULVERT BENEATH A DRIVEWAY TO A WOODEN HOUSE, 27.6 FEET (8.4 M)
 DD4733'NORTHWEST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 DD4733'A DRIVEWAY TO A BRICK HOUSE, 3.4 FEET (1.0 M) WEST SOUTHWEST OF A
 DD4733'WITNESS POST. DESCRIBED BY T. HALL.
 DD4733
 DD4733                          STATION RECOVERY (2001)
 DD4733
 DD4733'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4733'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTHEAST OF PAMPLICO, 21.6
 DD4733'MILES (34.8 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--LESTER ROBINSON,
 DD4733'1521 SOUTH OLD RIVER ROAD, PAMPLICO, SC 29583, PHONE 843-493-2982. TO
 DD4733'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 (PAMPLICO
 DD4733'HIGHWAY) AND U.S.  HIGHWAY 378 (SALEM CROSSROADS) , 5.85 MILES (9.41
 DD4733'KM) NORTHWEST OF JOHNSONVILLE, GO NORTHWEST ON HIGHWAY 51 FOR 5.25
 DD4733'MILES (8.45 KM) TO THE JUNCTION OF STATE ROAD 86 , TURN RIGHT ON ROAD
 DD4733'86 FOR 2.4 MILES (3.9 KM) TO THE T-JUNCTION OF STATE ROAD 57 (SOUTH
 DD4733'OLD RIVER ROAD) , TURN RIGHT ON ROAD 57 FOR 0.3 MILE (0.5 KM) TO THE
 DD4733'STATION ON THE RIGHT NEAR A POWER POLE IN FRONT OF A BRICK HOUSE
 DD4733'NUMBER 1521.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 DD4733'AND LEVEL WITH ROAD, 11.9 FEET (3.6 M) NORTH NORTHEAST OF THE NORTH
 DD4733'CORNER OF A 3-FOOT BY 5-FOOT WOODEN PUMP HOUSE, 52.7 FEET (16.1 M)
 DD4733'EAST OF THE SOUTHEAST CORNER OF A MOBILE HOME NUMBER 1513, 38.5 FEET
 DD4733'(11.7 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 7.0 FEET (2.1 M)
 DD4733'WEST SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 54, 3.0 FEET (0.9 M)
 DD4733'WEST SOUTHWEST OF A POWER POLE PN23/BM WITH A TRANSFORMER, 3.5 FEET
 DD4733'(1.1 M) WEST SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4734 ***********************************************************************
 DD4734  DESIGNATION -  21 036
 DD4734  PID         -  DD4734
 DD4734  STATE/COUNTY-  SC/FLORENCE
 DD4734  USGS QUAD   -  PAMPLICO SOUTH (1990)
 DD4734
 DD4734                         *CURRENT SURVEY CONTROL
 DD4734  ___________________________________________________________________
 DD4734* NAD 83(1986)-  33 57 06.     (N)    079 30 21.     (W)     SCALED    
 DD4734* NAVD 88     -        21.267  (meters)      69.77   (feet)  ADJUSTED  
 DD4734  ___________________________________________________________________
 DD4734  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DD4734  DYNAMIC HT  -          21.246 (meters)      69.70  (feet)  COMP
 DD4734  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 DD4734
 DD4734  VERT ORDER  -  FIRST     CLASS II
 DD4734
 DD4734.The horizontal coordinates were scaled from a topographic map and have
 DD4734.an estimated accuracy of +/- 6 seconds.
 DD4734
 DD4734.The orthometric height was determined by differential leveling
 DD4734.and adjusted by the National Geodetic Survey in June 1994..
 DD4734
 DD4734.The geoid height was determined by GEOID03.
 DD4734
 DD4734.The dynamic height is computed by dividing the NAVD 88
 DD4734.geopotential number by the normal gravity value computed on the
 DD4734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4734.degrees latitude (g = 980.6199 gals.).
 DD4734
 DD4734.The modeled gravity was interpolated from observed gravity values.
 DD4734
 DD4734;                    North         East    Units  Estimated Accuracy
 DD4734;SPC SC       -   235,910.      747,690.      MT  (+/- 180 meters Scaled)
 DD4734
 DD4734                          SUPERSEDED SURVEY CONTROL
 DD4734
 DD4734.No superseded survey control is available for this station.
 DD4734
 DD4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT380578(NAD 83)
 DD4734_MARKER: DD = SURVEY DISK
 DD4734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4734_SP_SET: CONCRETE POST
 DD4734_STAMPING: 21 036 1993
 DD4734_MARK LOGO: SCGS  
 DD4734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4734+STABILITY: SURFACE MOTION
 DD4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4734+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 DD4734
 DD4734  HISTORY     - Date     Condition        Report By
 DD4734  HISTORY     - 1993     MONUMENTED       SCGS
 DD4734  HISTORY     - 20011006 GOOD             SCGS
 DD4734
 DD4734                          STATION DESCRIPTION
 DD4734
 DD4734'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4734'STATION IS LOCATED 4.7 MILES (7.6 KM) SOUTHEAST OF PAMPLICO, 4.4 MILES
 DD4734'(7.1 KM) NORTH OF SALEM. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4734'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4734'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4734'378, STATE HIGHWAY 51 AND STATE ROAD 57 IN THE KINGSBURG AREA, 4.4
 DD4734'MILES (7.1 KM) NORTH OF JOHNSONVILLE, GO NORTH NORTHWEST ON ROAD 57
 DD4734'FOR 4.05 MILES (6.52 KM) TO THE JUNCTION OF STATE ROAD 66, CONTINUE
 DD4734'ON ROAD 57 FOR 1.85 MILES (2.98 KM) TO A SAND DRIVEWAY LEFT LEADING
 DD4734'TO A WOODEN HOUSE AND THE STATION NEAR A POWER POLE IN THE NORTHWEST
 DD4734'ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 DD4734'GROUND AND LEVEL WITH THE ROAD, 42.2 FEET (12.9 M) NORTH NORTHEAST OF
 DD4734'A 2.5-FOOT OAK TREE IN THE FRONT YARD, 40.0 FEET (12.2 M) WEST
 DD4734'SOUTHWEST OF THE CENTER OF THE ROAD, 12.2 FEET (3.7 M) WEST OF THE
 DD4734'NORTHWEST END OF A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DD4734'DRIVEWAY, 5.2 FEET (1.6 M) WEST SOUTHWEST OF THE POWER POLE PN50/29/1
 DD4734'WITH A GUY WIRE, 56.6 FEET (17.3 M) NORTH OF THE NORTHEAST CORNER OF
 DD4734'A SMALL BLOCK PUMP SHED, 81.1 FEET (24.7 M) NORTHEAST OF THE
 DD4734'NORTHEAST CORNER OF THE HOUSE, 5.4 FEET (1.6 M) WEST SOUTHWEST OF A
 DD4734'WITNESS POST. DESCRIBED BY T. HALL.
 DD4734
 DD4734                          STATION RECOVERY (2001)
 DD4734
 DD4734'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4734'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTHEAST OF PAMPLICO, 22.3
 DD4734'MILES (35.9 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--MISS TILTON, 1805
 DD4734'OLD RIVER ROAD, PAMPLICO, SC 29583, PHONE 843-493-2409.  TO REACH THE
 DD4734'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 378, STATE HIGHWAY 41 (EAST
 DD4734'MYRTLE BEACH HIGHWAY) , STATE HIGHWAY 51 (WEST MYRTLE BEACH HIGHWAY)
 DD4734'AND STATE ROAD 57 (RIVER ROAD) , 4.4 MILES (7.1 KM) NORTH OF
 DD4734'JOHNSONVILLE, GO NORTH ON ROAD 57 FOR 3.95 MILES (6.36 KM) TO THE
 DD4734'JUNCTION OF STATE ROAD 66 (EAST BRAZEN ROAD) , CONTINUE ON ROAD 57 FOR
 DD4734'1.85 MILES (2.98 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN
 DD4734'THE YARD OF A WOODEN HOUSE NUMBER 1805.  STATION IS A CONCRETE POST
 DD4734'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 39.8 FEET (12.1 M) WEST
 DD4734'SOUTHWEST OF THE CENTER OF THE ROAD, 3.6 FEET (1.1 M) WEST SOUTHWEST
 DD4734'OF A TELEPHONE JUNCTION BOX DN50/BM/29-1, 5.3 FEET (1.6 M) WEST
 DD4734'SOUTHWEST OF A POWER POLE PN50-BM/29/1, 12.6 FEET (3.8 M) WEST OF THE
 DD4734'NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY
 DD4734'LEADING TO THE HOUSE, 81.2 FEET (24.7 M) NORTHEAST OF THE NORTHEAST
 DD4734'CORNER OF THE HOUSE, 5.8 FEET (1.8 M) WEST SOUTHWEST OF A WITNESS
 DD4734'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4735 ***********************************************************************
 DD4735  DESIGNATION -  21 037
 DD4735  PID         -  DD4735
 DD4735  STATE/COUNTY-  SC/FLORENCE
 DD4735  USGS QUAD   -  GRESHAM (1990)
 DD4735
 DD4735                         *CURRENT SURVEY CONTROL
 DD4735  ___________________________________________________________________
 DD4735* NAD 83(1986)-  33 56 29.     (N)    079 29 51.     (W)     SCALED    
 DD4735* NAVD 88     -        20.140  (meters)      66.08   (feet)  ADJUSTED  
 DD4735  ___________________________________________________________________
 DD4735  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD4735  DYNAMIC HT  -          20.120 (meters)      66.01  (feet)  COMP
 DD4735  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 DD4735
 DD4735  VERT ORDER  -  FIRST     CLASS II
 DD4735
 DD4735.The horizontal coordinates were scaled from a topographic map and have
 DD4735.an estimated accuracy of +/- 6 seconds.
 DD4735
 DD4735.The orthometric height was determined by differential leveling
 DD4735.and adjusted by the National Geodetic Survey in June 1994..
 DD4735
 DD4735.The geoid height was determined by GEOID03.
 DD4735
 DD4735.The dynamic height is computed by dividing the NAVD 88
 DD4735.geopotential number by the normal gravity value computed on the
 DD4735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4735.degrees latitude (g = 980.6199 gals.).
 DD4735
 DD4735.The modeled gravity was interpolated from observed gravity values.
 DD4735
 DD4735;                    North         East    Units  Estimated Accuracy
 DD4735;SPC SC       -   234,790.      748,470.      MT  (+/- 180 meters Scaled)
 DD4735
 DD4735                          SUPERSEDED SURVEY CONTROL
 DD4735
 DD4735.No superseded survey control is available for this station.
 DD4735
 DD4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT388566(NAD 83)
 DD4735_MARKER: DD = SURVEY DISK
 DD4735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4735_SP_SET: CONCRETE POST
 DD4735_STAMPING: 21 037 1993
 DD4735_MARK LOGO: SCGS  
 DD4735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4735+STABILITY: SURFACE MOTION
 DD4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4735+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 DD4735
 DD4735  HISTORY     - Date     Condition        Report By
 DD4735  HISTORY     - 1993     MONUMENTED       SCGS
 DD4735  HISTORY     - 20011031 GOOD             SCGS
 DD4735
 DD4735                          STATION DESCRIPTION
 DD4735
 DD4735'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4735'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTHEAST OF PAMPLICO, 3.8 MILES
 DD4735'(6.1 KM) NORTH NORTHEAST OF SALEM. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4735'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4735'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4735'378, STATE HIGHWAY 51 AND STATE ROAD 57 IN THE KINGSBURG AREA, 4.4
 DD4735'MILES (7.1 KM) NORTH OF JOHNSONVILLE, GO NORTH NORTHWEST ON ROAD 57
 DD4735'FOR 4.05 MILES (6.52 KM) TO THE JUNCTION OF STATE ROAD 66, CONTINUE
 DD4735'ON ROAD 57 FOR 0.9 MILE (1.4 KM) TO A DRIVEWAY LEFT LEADING TO A
 DD4735'SMALL CEMETERY AND THE STATION NEAR THE SOUTHEAST FENCE CORNER POST
 DD4735'IN THE WEST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH
 DD4735'WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 10.9 FEET
 DD4735'(3.3 M) NORTH NORTHWEST OF THE EAST END OF A 1.5-FOOT METAL PIPE
 DD4735'CULVERT BENEATH THE ENTRANCE DRIVEWAY TO THE CEMETERY, 28.3 FEET
 DD4735'(8.6 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 15.3 FEET (4.7 M)
 DD4735'WEST NORTHWEST OF THE NORTH END OF A 2.0-FOOT CONCRETE PIPE CULVERT
 DD4735'BENEATH THE DRIVEWAY, 3.7 FEET (1.1 M) SOUTH OF THE SOUTHEAST FENCE
 DD4735'CORNER POST, 6.7 FEET (2.0 M) EAST OF THE EAST ONE OF TWO METAL POSTS
 DD4735'AT THE ENTRANCE, 3.2 FEET (1.0 M) SOUTH SOUTHEAST OF A WITNESS POST.
 DD4735'DESCRIBED BY T. HALL.
 DD4735
 DD4735                          STATION RECOVERY (2001)
 DD4735
 DD4735'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4735'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTHEAST OF PAMPLICO, 23.2
 DD4735'MILES (37.3 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD4735'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4735'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD4735'HIGHWAYS 41/51, U.S.  HIGHWAY 378 (EAST-WEST MYRTLE BEACH HIGHWAY) AND
 DD4735'STATE ROAD 57 (OLD RIVER ROAD) , 4.5 MILES (7.2 KM) NORTH OF
 DD4735'JOHNSONVILLE, GO NORTH NORTHWEST ON ROAD 57 FOR 4.0 MILES (6.4 KM) TO
 DD4735'THE JUNCTION OF STATE ROAD 66 (EAST BAZEN ROAD) , CONTINUE ON ROAD 57
 DD4735'FOR 0.9 MILE (1.4 KM) TO THE STATION NEAR THE SOUTHEAST FENCE CORNER
 DD4735'OF A CEMETERY IN THE WEST ANGLE OF A SAND ROAD LEFT (MCWHITE CIRCLE) .
 DD4735'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FEET (1.1 M)
 DD4735'ABOVE ROAD 57, 3.5 FEET (1.1 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 DD4735'FENCE, 28.5 FEET (8.7 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 DD4735'12.8 FEET (3.9 M) WEST OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE
 DD4735'CULVERT BENEATH ROAD 57, 22.5 FEET (6.9 M) NORTH NORTHWEST OF THE
 DD4735'CENTER OF THE SAND ROAD, 11.3 FEET (3.4 M) EAST NORTHEAST OF THE
 DD4735'CENTER OF THE SAND ENTRANCE DRIVE TO THE CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4736 ***********************************************************************
 DD4736  DESIGNATION -  21 038
 DD4736  PID         -  DD4736
 DD4736  STATE/COUNTY-  SC/FLORENCE
 DD4736  USGS QUAD   -  GRESHAM (1990)
 DD4736
 DD4736                         *CURRENT SURVEY CONTROL
 DD4736  ___________________________________________________________________
 DD4736* NAD 83(1986)-  33 55 54.     (N)    079 29 15.     (W)     SCALED    
 DD4736* NAVD 88     -        20.575  (meters)      67.50   (feet)  ADJUSTED  
 DD4736  ___________________________________________________________________
 DD4736  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DD4736  DYNAMIC HT  -          20.554 (meters)      67.43  (feet)  COMP
 DD4736  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 DD4736
 DD4736  VERT ORDER  -  FIRST     CLASS II
 DD4736
 DD4736.The horizontal coordinates were scaled from a topographic map and have
 DD4736.an estimated accuracy of +/- 6 seconds.
 DD4736
 DD4736.The orthometric height was determined by differential leveling
 DD4736.and adjusted by the National Geodetic Survey in June 1994..
 DD4736
 DD4736.The geoid height was determined by GEOID03.
 DD4736
 DD4736.The dynamic height is computed by dividing the NAVD 88
 DD4736.geopotential number by the normal gravity value computed on the
 DD4736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4736.degrees latitude (g = 980.6199 gals.).
 DD4736
 DD4736.The modeled gravity was interpolated from observed gravity values.
 DD4736
 DD4736;                    North         East    Units  Estimated Accuracy
 DD4736;SPC SC       -   233,720.      749,410.      MT  (+/- 180 meters Scaled)
 DD4736
 DD4736                          SUPERSEDED SURVEY CONTROL
 DD4736
 DD4736.No superseded survey control is available for this station.
 DD4736
 DD4736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT397556(NAD 83)
 DD4736_MARKER: DD = SURVEY DISK
 DD4736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4736_SP_SET: CONCRETE POST
 DD4736_STAMPING: 21 038 1993
 DD4736_MARK LOGO: SCGS  
 DD4736_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4736+STABILITY: SURFACE MOTION
 DD4736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4736+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4736
 DD4736  HISTORY     - Date     Condition        Report By
 DD4736  HISTORY     - 1993     MONUMENTED       SCGS
 DD4736
 DD4736                          STATION DESCRIPTION
 DD4736
 DD4736'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4736'STATION IS LOCATED 6.4 MILES (10.3 KM) SOUTHEAST OF PAMPLICO, 3.4
 DD4736'MILES (5.5 KM) NORTH OF SALEM. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4736'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4736'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4736'378, STATE HIGHWAY 51 AND STATE ROAD 57 IN THE KINGSBURG AREA, 4.4
 DD4736'MILES (7.1 KM) NORTH OF JOHNSONVILLE, GO NORTH NORTHWEST ON ROAD 57
 DD4736'FOR 4.05 MILES (6.52 KM) TO THE JUNCTION OF STATE ROAD 66 AND THE
 DD4736'STATION IN THE WEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST
 DD4736'FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 91.7 FEET (28.0 M)
 DD4736'SOUTHWEST OF THE CENTER OF ROAD 57, 42.6 FEET (13.0 M) NORTHWEST OF
 DD4736'THE CENTER OF ROAD 66, 59.0 FEET (18.0 M) SOUTHWEST OF A POWER POLE
 DD4736'572/PJ35 WITH A GUY WIRE, 59.0 FEET (18.0 M) SOUTHWEST OF A TELEPHONE
 DD4736'JUNCTION BOX OP/5, 21.0 FEET (6.4 M) NORTH OF A 3.5-FOOT OAK TREE
 DD4736'WITH A SCGS REFERENCE WASHER ATTACHED, 1.4 FEET (0.4 M) NORTHEAST OF
 DD4736'A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4737 ***********************************************************************
 DD4737  DESIGNATION -  21 039
 DD4737  PID         -  DD4737
 DD4737  STATE/COUNTY-  SC/FLORENCE
 DD4737  USGS QUAD   -  GRESHAM (1990)
 DD4737
 DD4737                         *CURRENT SURVEY CONTROL
 DD4737  ___________________________________________________________________
 DD4737* NAD 83(1986)-  33 55 07.     (N)    079 28 23.     (W)     SCALED    
 DD4737* NAVD 88     -        23.880  (meters)      78.35   (feet)  ADJUSTED  
 DD4737  ___________________________________________________________________
 DD4737  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD4737  DYNAMIC HT  -          23.856 (meters)      78.27  (feet)  COMP
 DD4737  MODELED GRAV-     979,635.8   (mgal)                       NAVD 88
 DD4737
 DD4737  VERT ORDER  -  FIRST     CLASS II
 DD4737
 DD4737.The horizontal coordinates were scaled from a topographic map and have
 DD4737.an estimated accuracy of +/- 6 seconds.
 DD4737
 DD4737.The orthometric height was determined by differential leveling
 DD4737.and adjusted by the National Geodetic Survey in June 1994..
 DD4737
 DD4737.The geoid height was determined by GEOID03.
 DD4737
 DD4737.The dynamic height is computed by dividing the NAVD 88
 DD4737.geopotential number by the normal gravity value computed on the
 DD4737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4737.degrees latitude (g = 980.6199 gals.).
 DD4737
 DD4737.The modeled gravity was interpolated from observed gravity values.
 DD4737
 DD4737;                    North         East    Units  Estimated Accuracy
 DD4737;SPC SC       -   232,290.      750,770.      MT  (+/- 180 meters Scaled)
 DD4737
 DD4737                          SUPERSEDED SURVEY CONTROL
 DD4737
 DD4737.No superseded survey control is available for this station.
 DD4737
 DD4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT411541(NAD 83)
 DD4737_MARKER: DD = SURVEY DISK
 DD4737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4737_SP_SET: CONCRETE POST
 DD4737_STAMPING: 21 039 1993
 DD4737_MARK LOGO: SCGS  
 DD4737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4737+STABILITY: SURFACE MOTION
 DD4737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4737+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 DD4737
 DD4737  HISTORY     - Date     Condition        Report By
 DD4737  HISTORY     - 1993     MONUMENTED       SCGS
 DD4737  HISTORY     - 20011031 GOOD             SCGS
 DD4737
 DD4737                          STATION DESCRIPTION
 DD4737
 DD4737'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4737'STATION IS LOCATED 3.1 MILES (5.0 KM) NORTHEAST OF SALEM.
 DD4737'OWNERSHIP--PEE DEE STATION WILDLIFE MANAGEMENT AREA. TO REACH THE
 DD4737'STATION FROM THE JUNCTION OF U.S. HIGHWAY 378, STATE HIGHWAY 51 AND
 DD4737'STATE ROAD 57 IN THE KINGSBURG AREA, 4.4 MILES (7.1 KM) NORTH OF
 DD4737'JOHNSONVILLE, GO NORTH NORTHWEST ON ROAD 57 FOR 2.65 MILES (4.26 KM)
 DD4737'TO THE JUNCTION OF STATE ROAD 791, CONTINUE ON ROAD 57 FOR 0.2 MILE
 DD4737'(0.3 KM) TO A GRAVEL DRIVEWAY LEFT LEADING TO A LOCKED GATE AND A
 DD4737'CHAIN LINK FENCE AND THE STATION NEAR A PEE DEE STATION WILDLIFE
 DD4737'MANAGEMENT AREA CHECK STATION IN THE SOUTH ANGLE OF THE DRIVEWAY.
 DD4737'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD4737'ROAD, 90.6 FEET (27.6 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 DD4737'12.9 FEET (3.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 3.8
 DD4737'FEET (1.2 M) EAST OF THE SOUTHEAST ONE OF TWO METAL GATE POSTS, 108.9
 DD4737'FEET (33.2 M) SOUTH OF A POWER POLE PJ69 WITH TWO GUY WIRES AND A
 DD4737'TRANSFORMER, 11.0 FEET (3.4 M) WEST NORTHWEST OF A METAL PIPE AT THE
 DD4737'NORTHWEST END OF A PORTABLE SHED BUILDING (BIG GAME CHECK STATION),
 DD4737'2.3 FEET (0.7 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED BY T.
 DD4737'HALL.
 DD4737
 DD4737                          STATION RECOVERY (2001)
 DD4737
 DD4737'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4737'STATION IS LOCATED 7.1 MILES (11.4 KM) NORTH OF JOHNSONVILLE, 25.3
 DD4737'MILES (40.7 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SOUTH CAROLINA
 DD4737'DEPARTMENT OF NATURAL RESOURCES, REMBERT C.  DENNIS BUILDING, P.O. BOX
 DD4737'167, 1000 ASSEMBLY STREET, COLUMBIA, SC 29202, PHONE 803-734-3888.  TO
 DD4737'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41/51, U.S.
 DD4737'HIGHWAY 378 (EAST-WEST MYRTLE BEACH HIGHWAY) AND STATE ROAD 57 (OLD
 DD4737'RIVER ROAD) , 4.5 MILES (7.2 KM) NORTH OF JOHNSONVILLE, GO NORTH
 DD4737'NORTHWEST ON ROAD 57 FOR 2.55 MILES (4.10 KM) TO THE JUNCTION OF STATE
 DD4737'ROAD 791 (CHINABERRY ROAD) , CONTINUE ON ROAD 57 FOR 0.2 MILE (0.3 KM)
 DD4737'TO THE STATION ON THE LEFT NEAR A SCDNR METAL CHECK-IN SHED.  STATION
 DD4737'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 DD4737'9.7 FEET (3.0 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE SHED,
 DD4737'90.8 FEET (27.7 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 10.7 FEET
 DD4737'(3.3 M) SOUTH SOUTHEAST OF THE CENTER OF A GRAVEL DRIVE LEADING TO A
 DD4737'LOCKED CHAIN LINK FENCE GATE, 19.1 FEET (5.8 M) WEST OF A WOODEN POST
 DD4737'FOR THE CHECK-IN BOX, 2.2 FEET (0.7 M) EAST NORTHEAST OF A WITNESS
 DD4737'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4738 ***********************************************************************
 DD4738  DESIGNATION -  21 040
 DD4738  PID         -  DD4738
 DD4738  STATE/COUNTY-  SC/FLORENCE
 DD4738  USGS QUAD   -  GRESHAM (1990)
 DD4738
 DD4738                         *CURRENT SURVEY CONTROL
 DD4738  ___________________________________________________________________
 DD4738* NAD 83(1986)-  33 54 36.     (N)    079 27 56.     (W)     SCALED    
 DD4738* NAVD 88     -        21.480  (meters)      70.47   (feet)  ADJUSTED  
 DD4738  ___________________________________________________________________
 DD4738  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DD4738  DYNAMIC HT  -          21.458 (meters)      70.40  (feet)  COMP
 DD4738  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 DD4738
 DD4738  VERT ORDER  -  FIRST     CLASS II
 DD4738
 DD4738.The horizontal coordinates were scaled from a topographic map and have
 DD4738.an estimated accuracy of +/- 6 seconds.
 DD4738
 DD4738.The orthometric height was determined by differential leveling
 DD4738.and adjusted by the National Geodetic Survey in June 1994..
 DD4738
 DD4738.The geoid height was determined by GEOID03.
 DD4738
 DD4738.The dynamic height is computed by dividing the NAVD 88
 DD4738.geopotential number by the normal gravity value computed on the
 DD4738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4738.degrees latitude (g = 980.6199 gals.).
 DD4738
 DD4738.The modeled gravity was interpolated from observed gravity values.
 DD4738
 DD4738;                    North         East    Units  Estimated Accuracy
 DD4738;SPC SC       -   231,350.      751,480.      MT  (+/- 180 meters Scaled)
 DD4738
 DD4738                          SUPERSEDED SURVEY CONTROL
 DD4738
 DD4738.No superseded survey control is available for this station.
 DD4738
 DD4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT418532(NAD 83)
 DD4738_MARKER: DD = SURVEY DISK
 DD4738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4738_SP_SET: CONCRETE POST
 DD4738_STAMPING: 21 040 1993
 DD4738_MARK LOGO: SCGS  
 DD4738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4738+STABILITY: SURFACE MOTION
 DD4738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4738+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 DD4738
 DD4738  HISTORY     - Date     Condition        Report By
 DD4738  HISTORY     - 1993     MONUMENTED       SCGS
 DD4738  HISTORY     - 20011031 GOOD             SCGS
 DD4738
 DD4738                          STATION DESCRIPTION
 DD4738
 DD4738'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4738'STATION IS LOCATED 3.1 MILES (5.0 KM) EAST NORTHEAST OF SALEM.
 DD4738'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD4738'HIGHWAY 378, STATE HIGHWAY 51 AND STATE ROAD 57 IN THE KINGSBURG
 DD4738'AREA, 4.4 MILES (7.1 KM) NORTH OF JOHNSONVILLE, GO NORTH NORTHWEST ON
 DD4738'ROAD 57 FOR 2.1 MILES (3.4 KM) TO A GRAVEL DRIVEWAY RIGHT LEADING TO
 DD4738'A CHAIN LINK FENCE AROUND A TALL RADIO TOWER, TURN RIGHT ON THE
 DD4738'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR THE SOUTHWEST
 DD4738'CORNER POST OF THE FENCE. STATION IS A CONCRETE POST PROJECTING 0.2
 DD4738'FOOT (6.1 CM) AND LEVEL WITH THE DRIVEWAY, 142.6 FEET (43.5 M) EAST
 DD4738'OF THE CENTER OF THE ROAD, 36.4 FEET (11.1 M) NORTHEAST OF A POWER
 DD4738'POLE FB36 WITH A GUY WIRE, 2.2 FEET (0.7 M) WEST OF THE SOUTHWEST
 DD4738'CORNER FENCE POST, 125.5 FEET (38.3 M) NORTH NORTHEAST OF A GUY WIRE
 DD4738'ANCHOR WITH 4 GUY WIRES ON THE SOUTH SIDE OF THE RADIO TOWER, 2.5
 DD4738'FEET (0.8 M) SOUTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 DD4738
 DD4738                          STATION RECOVERY (2001)
 DD4738
 DD4738'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4738'STATION IS LOCATED 6.45 MILES (10.38 KM) NORTH OF JOHNSONVILLE, 26.0
 DD4738'MILES (41.8 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SOUTH CAROLINA PIPE
 DD4738'LINE, P.O.  BOX 102407, COLUMBIA, SC 29224-2407, PHONE 803-788-3220.
 DD4738'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41/51, U.S.
 DD4738'HIGHWAY 378 (EAST-WEST MYRTLE BEACH HIGHWAY) AND STATE ROAD 57 (OLD
 DD4738'RIVER ROAD) , 4.5 MILES (7.2 KM) NORTH OF JOHNSONVILLE, GO NORTH
 DD4738'NORTHWEST ON ROAD 57 FOR 2.0 MILES (3.2 KM) TO A GRAVEL DRIVE RIGHT,
 DD4738'TURN RIGHT ON THE GRAVEL DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION
 DD4738'ON THE LEFT NEAR THE SOUTHWEST CORNER OF A FENCE SURROUNDING A RADIO
 DD4738'TOWER.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 DD4738'LEVEL WITH THE HIGHWAY, 2.1 FEET (0.6 M) WEST NORTHWEST OF THE
 DD4738'SOUTHWEST CORNER OF THE FENCE, 29.9 FEET (9.1 M) SOUTH SOUTHWEST OF
 DD4738'THE NORTHWEST CORNER OF THE FENCE, 142.2 FEET (43.3 M) EAST SOUTHEAST
 DD4738'OF THE CENTER OF ROAD 57, 36.2 FEET (11.0 M) EAST NORTHEAST OF A POWER
 DD4738'POLE FB36BQ, 2.4 FEET (0.7 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4739 ***********************************************************************
 DD4739  DESIGNATION -  21 041
 DD4739  PID         -  DD4739
 DD4739  STATE/COUNTY-  SC/FLORENCE
 DD4739  USGS QUAD   -  GRESHAM (1990)
 DD4739
 DD4739                         *CURRENT SURVEY CONTROL
 DD4739  ___________________________________________________________________
 DD4739* NAD 83(1986)-  33 53 27.     (N)    079 27 26.     (W)     SCALED    
 DD4739* NAVD 88     -        23.962  (meters)      78.62   (feet)  ADJUSTED  
 DD4739  ___________________________________________________________________
 DD4739  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DD4739  DYNAMIC HT  -          23.938 (meters)      78.54  (feet)  COMP
 DD4739  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 DD4739
 DD4739  VERT ORDER  -  FIRST     CLASS II
 DD4739
 DD4739.The horizontal coordinates were scaled from a topographic map and have
 DD4739.an estimated accuracy of +/- 6 seconds.
 DD4739
 DD4739.The orthometric height was determined by differential leveling
 DD4739.and adjusted by the National Geodetic Survey in June 1994..
 DD4739
 DD4739.The geoid height was determined by GEOID03.
 DD4739
 DD4739.The dynamic height is computed by dividing the NAVD 88
 DD4739.geopotential number by the normal gravity value computed on the
 DD4739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4739.degrees latitude (g = 980.6199 gals.).
 DD4739
 DD4739.The modeled gravity was interpolated from observed gravity values.
 DD4739
 DD4739;                    North         East    Units  Estimated Accuracy
 DD4739;SPC SC       -   229,230.      752,280.      MT  (+/- 180 meters Scaled)
 DD4739
 DD4739                          SUPERSEDED SURVEY CONTROL
 DD4739
 DD4739.No superseded survey control is available for this station.
 DD4739
 DD4739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT426511(NAD 83)
 DD4739_MARKER: DD = SURVEY DISK
 DD4739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4739_SP_SET: CONCRETE POST
 DD4739_STAMPING: 21 041 1993
 DD4739_MARK LOGO: SCGS  
 DD4739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4739+STABILITY: SURFACE MOTION
 DD4739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4739+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 DD4739
 DD4739  HISTORY     - Date     Condition        Report By
 DD4739  HISTORY     - 1993     MONUMENTED       SCGS
 DD4739  HISTORY     - 20011031 GOOD             SCGS
 DD4739
 DD4739                          STATION DESCRIPTION
 DD4739
 DD4739'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4739'STATION IS LOCATED 3.2 MILES (5.1 KM) EAST OF SALEM, 2.1 MILES
 DD4739'(3.4 KM) NORTHWEST OF POSTON. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4739'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4739'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4739'378, STATE HIGHWAY 51 AND STATE ROAD 57 IN THE KINGSBURG AREA, 4.4
 DD4739'MILES (7.1 KM) NORTH OF JOHNSONVILLE, GO NORTH NORTHWEST ON ROAD 57
 DD4739'FOR 0.65 MILE (1.05 KM) TO A DRIVEWAY RIGHT LEADING TO A WOOD-SIDED
 DD4739'HOUSE AND THE STATION NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF THE
 DD4739'DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5
 DD4739'FEET (0.5 M) ABOVE THE ROAD, 18.5 FEET (5.6 M) EAST OF THE CENTER OF
 DD4739'THE ROAD, 35.0 FEET (10.7 M) SOUTH SOUTHEAST OF THE CENTER OF A METAL
 DD4739'WATER METER COVER, 6.3 FEET (1.9 M) SOUTH SOUTHEAST OF THE POWER POLE
 DD4739'FB02 WITH THREE GUY WIRES AND A TRANSFORMER, 26.6 FEET (8.1 M)
 DD4739'SOUTHWEST OF A 2.0-FOOT CEDAR TREE, 79.9 FEET (24.4 M) SOUTH OF THE
 DD4739'SOUTH CORNER OF THE HOUSE, 9.8 FEET (3.0 M) NORTH NORTHWEST OF A
 DD4739'WITNESS POST. DESCRIBED BY T. HALL.
 DD4739
 DD4739                          STATION RECOVERY (2001)
 DD4739
 DD4739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4739'STATION IS LOCATED 5.1 MILES (8.2 KM) NORTH OF JOHNSONVILLE, 27.3
 DD4739'MILES (43.9 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD4739'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4739'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD4739'HIGHWAYS 41/51, U.S.  HIGHWAY 378 (EAST-WEST MYRTLE BEACH HIGHWAY) AND
 DD4739'STATE ROAD 57 (OLD RIVER ROAD) , 4.5 MILES (7.2 KM) NORTH OF
 DD4739'JOHNSONVILLE, GO NORTH NORTHWEST ON ROAD 57 FOR 0.6 MILE (1.0 KM) TO
 DD4739'THE STATION ON THE RIGHT NEAR A POWER POLE.  STATION IS A CONCRETE
 DD4739'POST RECESSED 0.3 FOOT (9.1 CM) AND 2.0 FEET (0.6 M) ABOVE THE ROAD,
 DD4739'23.7 FEET (7.2 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 6.1 FEET
 DD4739'(1.9 M) SOUTH SOUTHEAST OF THE POWER POLE FB02/BQ/79 WITH A
 DD4739'TRANSFORMER AND TWO GUY WIRES, 26.5 FEET (8.1 M) SOUTHWEST OF A
 DD4739'2.1-FOOT CEDAR TREE, 62.4 FEET (19.0 M) SOUTH SOUTHEAST OF THE CENTER
 DD4739'OF A PAVED DRIVEWAY LEADING TO A WOODEN HOUSE NUMBER 2024, 10.0 FEET
 DD4739'(3.0 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4680 ***********************************************************************
 DD4680  DESIGNATION -  21 042
 DD4680  PID         -  DD4680
 DD4680  STATE/COUNTY-  SC/FLORENCE
 DD4680  USGS QUAD   -  SCRANTON (1990)
 DD4680
 DD4680                         *CURRENT SURVEY CONTROL
 DD4680  ___________________________________________________________________
 DD4680* NAD 83(1986)-  33 57 46.     (N)    079 44 54.     (W)     SCALED    
 DD4680* NAVD 88     -        26.818  (meters)      87.99   (feet)  ADJUSTED  
 DD4680  ___________________________________________________________________
 DD4680  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DD4680  DYNAMIC HT  -          26.791 (meters)      87.90  (feet)  COMP
 DD4680  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 DD4680
 DD4680  VERT ORDER  -  FIRST     CLASS II
 DD4680
 DD4680.The horizontal coordinates were scaled from a topographic map and have
 DD4680.an estimated accuracy of +/- 6 seconds.
 DD4680
 DD4680.The orthometric height was determined by differential leveling
 DD4680.and adjusted by the National Geodetic Survey in June 1994..
 DD4680
 DD4680.The geoid height was determined by GEOID03.
 DD4680
 DD4680.The dynamic height is computed by dividing the NAVD 88
 DD4680.geopotential number by the normal gravity value computed on the
 DD4680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4680.degrees latitude (g = 980.6199 gals.).
 DD4680
 DD4680.The modeled gravity was interpolated from observed gravity values.
 DD4680
 DD4680;                    North         East    Units  Estimated Accuracy
 DD4680;SPC SC       -   236,850.      725,260.      MT  (+/- 180 meters Scaled)
 DD4680
 DD4680                          SUPERSEDED SURVEY CONTROL
 DD4680
 DD4680.No superseded survey control is available for this station.
 DD4680
 DD4680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT156587(NAD 83)
 DD4680_MARKER: DD = SURVEY DISK
 DD4680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4680_SP_SET: CONCRETE POST
 DD4680_STAMPING: 21 042 1993
 DD4680_MARK LOGO: SCGS  
 DD4680_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4680+STABILITY: SURFACE MOTION
 DD4680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4680+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4680
 DD4680  HISTORY     - Date     Condition        Report By
 DD4680  HISTORY     - 1993     MONUMENTED       SCGS
 DD4680
 DD4680                          STATION DESCRIPTION
 DD4680
 DD4680'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4680'STATION IS LOCATED 0.5 MILE (0.8 KM) SOUTH OF COWARD.
 DD4680'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4680'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4680'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 DD4680'COWARD, GO SOUTH ON HIGHWAY 52 FOR 0.5 MILE (0.8 KM) TO A DRIVEWAY
 DD4680'LEFT LEADING TO THE COKER LIVESTOCK BARN AND THE STATION IN THE
 DD4680'NORTHEAST ANGLE NEAR A POWER POLE AND A LIVESTOCK SIGN. STATION IS A
 DD4680'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 74.0
 DD4680'FEET (22.6 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD4680'HIGHWAY, 6.4 FEET (2.0 M) SOUTH OF THE POWER POLE T05/200/5/1 WITH
 DD4680'GUY WIRE AND A TRANSFORMER, 57.1 FEET (17.4 M) NORTHWEST OF THE
 DD4680'SOUTHWEST CORNER OF THE LARGE WOODEN BARN, 61.0 FEET (18.6 M) NORTH
 DD4680'OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DD4680'DRIVEWAY, 6.6 FEET (2.0 M) WEST SOUTHWEST OF THE EAST LEG OF THE
 DD4680'METAL LIVESTOCK SIGN, 5.9 FEET (1.8 M) SOUTH OF A WITNESS POST.
 DD4680'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4227 ***********************************************************************
 EB4227  DESIGNATION -  21 043
 EB4227  PID         -  EB4227
 EB4227  STATE/COUNTY-  SC/FLORENCE
 EB4227  USGS QUAD   -  EFFINGHAM (1986)
 EB4227
 EB4227                         *CURRENT SURVEY CONTROL
 EB4227  ___________________________________________________________________
 EB4227* NAD 83(1986)-  34 07 01.     (N)    079 46 34.     (W)     SCALED    
 EB4227* NAVD 88     -        35.450  (meters)     116.31   (feet)  ADJUSTED  
 EB4227  ___________________________________________________________________
 EB4227  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EB4227  DYNAMIC HT  -          35.415 (meters)     116.19  (feet)  COMP
 EB4227  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 EB4227
 EB4227  VERT ORDER  -  FIRST     CLASS II
 EB4227
 EB4227.The horizontal coordinates were scaled from a topographic map and have
 EB4227.an estimated accuracy of +/- 6 seconds.
 EB4227
 EB4227.The orthometric height was determined by differential leveling
 EB4227.and adjusted by the National Geodetic Survey in June 1994..
 EB4227
 EB4227.The geoid height was determined by GEOID03.
 EB4227
 EB4227.The dynamic height is computed by dividing the NAVD 88
 EB4227.geopotential number by the normal gravity value computed on the
 EB4227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4227.degrees latitude (g = 980.6199 gals.).
 EB4227
 EB4227.The modeled gravity was interpolated from observed gravity values.
 EB4227
 EB4227;                    North         East    Units  Estimated Accuracy
 EB4227;SPC SC       -   253,910.      722,490.      MT  (+/- 180 meters Scaled)
 EB4227
 EB4227                          SUPERSEDED SURVEY CONTROL
 EB4227
 EB4227.No superseded survey control is available for this station.
 EB4227
 EB4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT128757(NAD 83)
 EB4227_MARKER: DD = SURVEY DISK
 EB4227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4227_SP_SET: CONCRETE POST
 EB4227_STAMPING: 21 043 1993
 EB4227_MARK LOGO: SCGS  
 EB4227_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4227+STABILITY: SURFACE MOTION
 EB4227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4227+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 EB4227
 EB4227  HISTORY     - Date     Condition        Report By
 EB4227  HISTORY     - 1993     MONUMENTED       SCGS
 EB4227  HISTORY     - 20010412 GOOD             USPSQD
 EB4227  HISTORY     - 20041124 GOOD             USPSQD
 EB4227  HISTORY     - 20060118 GOOD             USPSQD
 EB4227
 EB4227                          STATION DESCRIPTION
 EB4227
 EB4227'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4227'STATION IS LOCATED 5.7 MILES (9.2 KM) SOUTH OF FLORENCE, 10.8 MILES
 EB4227'(17.4 KM) NORTH OF COWARD. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4227'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4227'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4227'52 AND 301 IN EFFINGHAM, 9.3 MILES (15.0 KM) SOUTH OF FLORENCE, GO
 EB4227'NORTH ON HIGHWAYS 301 AND 52 FOR 4.0 MILES (6.4 KM) TO THE JUNCTION
 EB4227'OF STATE ROAD 1109, TURN RIGHT ON ROAD 1109 FOR 0.3 MILE (0.5 KM) TO
 EB4227'A GRAVEL ROAD RIGHT AND THE STATION NEAR THE NORTHEAST CORNER OF A
 EB4227'BRICK SIGN FOR THE SOUTHSIDE COMMUNITY IN THE SOUTH ANGLE OF THE
 EB4227'GRAVEL ROAD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4227'LEVEL WITH THE ROAD, 62.6 FEET (19.1 M) SOUTHWEST OF THE CENTER OF
 EB4227'THE ROAD, 1.7 FEET (0.5 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 EB4227'BRICK SIGN, 55.0 FEET (16.8 M) EAST SOUTHEAST OF THE CENTER OF THE
 EB4227'GRAVEL ROAD, 63.2 FEET (19.3 M) SOUTH OF THE SOUTHEAST END OF A
 EB4227'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE GRAVEL ROAD. DESCRIBED BY
 EB4227'T. HALL.
 EB4227
 EB4227                          STATION RECOVERY (2001)
 EB4227
 EB4227'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJG)
 EB4227'RECOVERED IN GOOD CONDITION.
 EB4227
 EB4227                          STATION RECOVERY (2004)
 EB4227
 EB4227'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4227'.
 EB4227
 EB4227                          STATION RECOVERY (2006)
 EB4227
 EB4227'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4682 ***********************************************************************
 DD4682  DESIGNATION -  21 044
 DD4682  PID         -  DD4682
 DD4682  STATE/COUNTY-  SC/FLORENCE
 DD4682  USGS QUAD   -  SCRANTON (1990)
 DD4682
 DD4682                         *CURRENT SURVEY CONTROL
 DD4682  ___________________________________________________________________
 DD4682* NAD 83(1986)-  33 56 23.     (N)    079 44 51.     (W)     SCALED    
 DD4682* NAVD 88     -        26.254  (meters)      86.14   (feet)  ADJUSTED  
 DD4682  ___________________________________________________________________
 DD4682  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DD4682  DYNAMIC HT  -          26.228 (meters)      86.05  (feet)  COMP
 DD4682  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 DD4682
 DD4682  VERT ORDER  -  FIRST     CLASS II
 DD4682
 DD4682.The horizontal coordinates were scaled from a topographic map and have
 DD4682.an estimated accuracy of +/- 6 seconds.
 DD4682
 DD4682.The orthometric height was determined by differential leveling
 DD4682.and adjusted by the National Geodetic Survey in June 1994..
 DD4682
 DD4682.The geoid height was determined by GEOID03.
 DD4682
 DD4682.The dynamic height is computed by dividing the NAVD 88
 DD4682.geopotential number by the normal gravity value computed on the
 DD4682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4682.degrees latitude (g = 980.6199 gals.).
 DD4682
 DD4682.The modeled gravity was interpolated from observed gravity values.
 DD4682
 DD4682;                    North         East    Units  Estimated Accuracy
 DD4682;SPC SC       -   234,290.      725,370.      MT  (+/- 180 meters Scaled)
 DD4682
 DD4682                          SUPERSEDED SURVEY CONTROL
 DD4682
 DD4682.No superseded survey control is available for this station.
 DD4682
 DD4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT157561(NAD 83)
 DD4682_MARKER: DD = SURVEY DISK
 DD4682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4682_SP_SET: CONCRETE POST
 DD4682_STAMPING: 21 044 1993
 DD4682_MARK LOGO: SCGS  
 DD4682_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4682+STABILITY: SURFACE MOTION
 DD4682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4682+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4682
 DD4682  HISTORY     - Date     Condition        Report By
 DD4682  HISTORY     - 1993     MONUMENTED       SCGS
 DD4682
 DD4682                          STATION DESCRIPTION
 DD4682
 DD4682'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4682'STATION IS LOCATED 1.6 MILES (2.6 KM) NORTH OF SCRANTON.
 DD4682'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD4682'HIGHWAY 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN COWARD, GO SOUTH ON
 DD4682'HIGHWAY 52 FOR 2.15 MILES (3.46 KM) TO A SAND ROAD RIGHT (SPARROW
 DD4682'ROAD) AND THE STATION NEAR THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 DD4682'BUILDING IN THE NORTHWEST ANGLE OF THE SAND ROAD. STATION IS A
 DD4682'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE
 DD4682'HIGHWAY, 128.8 FEET (39.3 M) NORTH NORTHEAST OF A TELEPHONE JUNCTION
 DD4682'BOX NUMBER 1203/31, 71.5 FEET (21.8 M) WEST OF THE SOUTHBOUND LANES
 DD4682'OF THE HIGHWAY, 68.5 FEET (20.9 M) NORTH OF THE CENTER OF SPARROW
 DD4682'ROAD, 4.6 FEET (1.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DD4682'STORE, 128.8 FEET (39.3 M) NORTH NORTHEAST OF A POWER POLE
 DD4682'R83/1103/31, 121.1 FEET (36.9 M) NORTHEAST OF THE SOUTHEAST CORNER
 DD4682'POST OF A CHAIN LINK FENCE AROUND A POND. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4683 ***********************************************************************
 DD4683  DESIGNATION -  21 045
 DD4683  PID         -  DD4683
 DD4683  STATE/COUNTY-  SC/FLORENCE
 DD4683  USGS QUAD   -  SCRANTON (1990)
 DD4683
 DD4683                         *CURRENT SURVEY CONTROL
 DD4683  ___________________________________________________________________
 DD4683* NAD 83(1986)-  33 55 29.     (N)    079 44 48.     (W)     SCALED    
 DD4683* NAVD 88     -        26.843  (meters)      88.07   (feet)  ADJUSTED  
 DD4683  ___________________________________________________________________
 DD4683  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DD4683  DYNAMIC HT  -          26.816 (meters)      87.98  (feet)  COMP
 DD4683  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 DD4683
 DD4683  VERT ORDER  -  FIRST     CLASS II
 DD4683
 DD4683.The horizontal coordinates were scaled from a topographic map and have
 DD4683.an estimated accuracy of +/- 6 seconds.
 DD4683
 DD4683.The orthometric height was determined by differential leveling
 DD4683.and adjusted by the National Geodetic Survey in June 1994..
 DD4683
 DD4683.The geoid height was determined by GEOID03.
 DD4683
 DD4683.The dynamic height is computed by dividing the NAVD 88
 DD4683.geopotential number by the normal gravity value computed on the
 DD4683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4683.degrees latitude (g = 980.6199 gals.).
 DD4683
 DD4683.The modeled gravity was interpolated from observed gravity values.
 DD4683
 DD4683;                    North         East    Units  Estimated Accuracy
 DD4683;SPC SC       -   232,630.      725,470.      MT  (+/- 180 meters Scaled)
 DD4683
 DD4683                          SUPERSEDED SURVEY CONTROL
 DD4683
 DD4683.No superseded survey control is available for this station.
 DD4683
 DD4683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT158545(NAD 83)
 DD4683_MARKER: DD = SURVEY DISK
 DD4683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4683_SP_SET: CONCRETE POST
 DD4683_STAMPING: 21 045 1993
 DD4683_MARK LOGO: SCGS  
 DD4683_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4683+STABILITY: SURFACE MOTION
 DD4683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4683+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4683
 DD4683  HISTORY     - Date     Condition        Report By
 DD4683  HISTORY     - 1993     MONUMENTED       SCGS
 DD4683
 DD4683                          STATION DESCRIPTION
 DD4683
 DD4683'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4683'STATION IS LOCATED 0.5 MILE (0.8 KM) NORTH OF SCRANTON.
 DD4683'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4683'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4683'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 541 (SALEM ROAD) IN
 DD4683'COWARD, GO SOUTH ON HIGHWAY 52 FOR 2.65 MILES (4.26 KM) TO THE
 DD4683'JUNCTION OF STATE ROAD 718 (W-LEE-FLOWERS ROAD), CONTINUE ON HIGHWAY
 DD4683'52 FOR 0.55 MILE (0.89 KM) TO A DRIVEWAY RIGHT LEADING TO MYERS
 DD4683'FURNITURE AND THE STATION NEAR A FIRE HYDRANT IN THE SOUTHWEST ANGLE
 DD4683'OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD4683'LEVEL WITH THE HIGHWAY, 1.6 FEET (0.5 M) WEST OF THE WEST EDGE OF A
 DD4683'SIDEWALK, 17.7 FEET (5.4 M) NORTH OF A POWER POLE R55, 4.3 FEET
 DD4683'(1.3 M) NORTH OF THE FIRE HYDRANT, 45.5 FEET (13.9 M) EAST SOUTHEAST
 DD4683'OF THE NORTHEAST CORNER OF A BRICK BUILDING (MYERS FURNITURE), 32.8
 DD4683'FEET (10.0 M) SOUTH OF A POWER POLE R56 WITH TWO GUY WIRES, 17.3 FEET
 DD4683'(5.3 M) NORTH OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4684 ***********************************************************************
 DD4684  DESIGNATION -  21 046
 DD4684  PID         -  DD4684
 DD4684  STATE/COUNTY-  SC/FLORENCE
 DD4684  USGS QUAD   -  SCRANTON (1990)
 DD4684
 DD4684                         *CURRENT SURVEY CONTROL
 DD4684  ___________________________________________________________________
 DD4684* NAD 83(1986)-  33 55 01.     (N)    079 44 43.     (W)     SCALED    
 DD4684* NAVD 88     -        28.164  (meters)      92.40   (feet)  ADJUSTED  
 DD4684  ___________________________________________________________________
 DD4684  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DD4684  DYNAMIC HT  -          28.136 (meters)      92.31  (feet)  COMP
 DD4684  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 DD4684
 DD4684  VERT ORDER  -  FIRST     CLASS II
 DD4684
 DD4684.The horizontal coordinates were scaled from a topographic map and have
 DD4684.an estimated accuracy of +/- 6 seconds.
 DD4684
 DD4684.The orthometric height was determined by differential leveling
 DD4684.and adjusted by the National Geodetic Survey in June 1994..
 DD4684
 DD4684.The geoid height was determined by GEOID03.
 DD4684
 DD4684.The dynamic height is computed by dividing the NAVD 88
 DD4684.geopotential number by the normal gravity value computed on the
 DD4684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4684.degrees latitude (g = 980.6199 gals.).
 DD4684
 DD4684.The modeled gravity was interpolated from observed gravity values.
 DD4684
 DD4684;                    North         East    Units  Estimated Accuracy
 DD4684;SPC SC       -   231,770.      725,600.      MT  (+/- 180 meters Scaled)
 DD4684
 DD4684                          SUPERSEDED SURVEY CONTROL
 DD4684
 DD4684.No superseded survey control is available for this station.
 DD4684
 DD4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT159536(NAD 83)
 DD4684_MARKER: DD = SURVEY DISK
 DD4684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4684_SP_SET: CONCRETE POST
 DD4684_STAMPING: 21 046 1993
 DD4684_MARK LOGO: SCGS  
 DD4684_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4684+STABILITY: SURFACE MOTION
 DD4684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4684+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4684
 DD4684  HISTORY     - Date     Condition        Report By
 DD4684  HISTORY     - 1993     MONUMENTED       SCGS
 DD4684
 DD4684                          STATION DESCRIPTION
 DD4684
 DD4684'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4684'STATION IS LOCATED IN SCRANTON. OWNERSHIP--CITY OF SCRANTON (DAISY B.
 DD4684'LEE PARK). TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD4684'HIGHWAYS 378 BYPASS AND 52, 1.5 MILES (2.4 KM) NORTH OF LAKE CITY, GO
 DD4684'NORTH NORTHEAST ON HIGHWAY 52 FOR 1.65 MILES (2.66 KM) TO A CITY PARK
 DD4684'ON THE RIGHT AND THE STATION NEAR THE BRICK SIGN (DAISY B. LEE PARK)
 DD4684'BOX, 0.05 MILE (0.08 KM) SOUTH OF THE JUNCTION OF STATE ROAD 35.
 DD4684'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 DD4684'(0.3 M) ABOVE THE HIGHWAY, 1.0 FOOT (0.3 M) NORTH OF THE NORTH END OF
 DD4684'THE BRICK SIGN BOX, 22.9 FEET (7.0 M) SOUTH OF THE NORTHWEST CORNER
 DD4684'POST OF A CHAIN LINK FENCE AROUND THE PARK, 20.5 FEET (6.2 M) SOUTH
 DD4684'SOUTHEAST OF A POWER POLE M55/9110/02 WITH A STREET LAMP AND GUY
 DD4684'WIRE, 3.1 FEET (0.9 M) WEST OF THE CHAIN LINK FENCE LINE, 7.0 FEET
 DD4684'(2.1 M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK OF THE HIGHWAY,
 DD4684'20.5 FEET (6.2 M) SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED BY T.
 DD4684'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4228 ***********************************************************************
 EB4228  DESIGNATION -  21 047
 EB4228  PID         -  EB4228
 EB4228  STATE/COUNTY-  SC/FLORENCE
 EB4228  USGS QUAD   -  EFFINGHAM (1986)
 EB4228
 EB4228                         *CURRENT SURVEY CONTROL
 EB4228  ___________________________________________________________________
 EB4228* NAD 83(1986)-  34 07 13.     (N)    079 45 31.     (W)     SCALED    
 EB4228* NAVD 88     -        35.073  (meters)     115.07   (feet)  ADJUSTED  
 EB4228  ___________________________________________________________________
 EB4228  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 EB4228  DYNAMIC HT  -          35.039 (meters)     114.96  (feet)  COMP
 EB4228  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 EB4228
 EB4228  VERT ORDER  -  FIRST     CLASS II
 EB4228
 EB4228.The horizontal coordinates were scaled from a topographic map and have
 EB4228.an estimated accuracy of +/- 6 seconds.
 EB4228
 EB4228.The orthometric height was determined by differential leveling
 EB4228.and adjusted by the National Geodetic Survey in June 1994..
 EB4228
 EB4228.The geoid height was determined by GEOID03.
 EB4228
 EB4228.The dynamic height is computed by dividing the NAVD 88
 EB4228.geopotential number by the normal gravity value computed on the
 EB4228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4228.degrees latitude (g = 980.6199 gals.).
 EB4228
 EB4228.The modeled gravity was interpolated from observed gravity values.
 EB4228
 EB4228;                    North         East    Units  Estimated Accuracy
 EB4228;SPC SC       -   254,300.      724,100.      MT  (+/- 180 meters Scaled)
 EB4228
 EB4228                          SUPERSEDED SURVEY CONTROL
 EB4228
 EB4228.No superseded survey control is available for this station.
 EB4228
 EB4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT144761(NAD 83)
 EB4228_MARKER: DD = SURVEY DISK
 EB4228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4228_SP_SET: CONCRETE POST
 EB4228_STAMPING: 21 047 1993
 EB4228_MARK LOGO: SCGS  
 EB4228_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4228+STABILITY: SURFACE MOTION
 EB4228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4228+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4228
 EB4228  HISTORY     - Date     Condition        Report By
 EB4228  HISTORY     - 1993     MONUMENTED       SCGS
 EB4228
 EB4228                          STATION DESCRIPTION
 EB4228
 EB4228'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4228'STATION IS LOCATED 5.1 MILES (8.2 KM) SOUTH OF FLORENCE.
 EB4228'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4228'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4228'JUNCTION OF U.S. HIGHWAYS 52 AND 301 IN EFFINGHAM, 9.3 MILES
 EB4228'(15.0 KM) SOUTH OF FLORENCE, GO NORTH ON HIGHWAYS 301 AND 52 FOR 4.0
 EB4228'MILES (6.4 KM) TO THE JUNCTION OF STATE ROAD 1109, TURN RIGHT ON ROAD
 EB4228'1109 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 722 AND
 EB4228'THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF THE JUNCTION.
 EB4228'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 EB4228'THE ROADS, 33.0 FEET (10.1 M) SOUTH OF THE CENTER OF ROAD 1109, 90.7
 EB4228'FEET (27.6 M) WEST OF THE CENTER OF ROAD 722, 2.8 FEET (0.9 M) WEST
 EB4228'OF THE POWER POLE HS47/4 WITH A TRANSFORMER AND TWO GUY WIRES, 4.3
 EB4228'FEET (1.3 M) WEST OF A POWER LINE STUB POLE WITH A GUY WIRE, 107.5
 EB4228'FEET (32.8 M) NORTH OF THE NORTHEAST CORNER OF A BRICK HOUSE, 2.8
 EB4228'FEET (0.9 M) WEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4685 ***********************************************************************
 DD4685  DESIGNATION -  21 048
 DD4685  PID         -  DD4685
 DD4685  STATE/COUNTY-  SC/FLORENCE
 DD4685  USGS QUAD   -  MILL BAY (1990)
 DD4685
 DD4685                         *CURRENT SURVEY CONTROL
 DD4685  ___________________________________________________________________
 DD4685* NAD 83(1986)-  33 53 34.     (N)    079 45 15.     (W)     SCALED    
 DD4685* NAVD 88     -        24.012  (meters)      78.78   (feet)  ADJUSTED  
 DD4685  ___________________________________________________________________
 DD4685  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DD4685  DYNAMIC HT  -          23.988 (meters)      78.70  (feet)  COMP
 DD4685  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 DD4685
 DD4685  VERT ORDER  -  FIRST     CLASS II
 DD4685
 DD4685.The horizontal coordinates were scaled from a topographic map and have
 DD4685.an estimated accuracy of +/- 6 seconds.
 DD4685
 DD4685.The orthometric height was determined by differential leveling
 DD4685.and adjusted by the National Geodetic Survey in June 1994..
 DD4685
 DD4685.The geoid height was determined by GEOID03.
 DD4685
 DD4685.The dynamic height is computed by dividing the NAVD 88
 DD4685.geopotential number by the normal gravity value computed on the
 DD4685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4685.degrees latitude (g = 980.6199 gals.).
 DD4685
 DD4685.The modeled gravity was interpolated from observed gravity values.
 DD4685
 DD4685;                    North         East    Units  Estimated Accuracy
 DD4685;SPC SC       -   229,080.      724,820.      MT  (+/- 180 meters Scaled)
 DD4685
 DD4685                          SUPERSEDED SURVEY CONTROL
 DD4685
 DD4685.No superseded survey control is available for this station.
 DD4685
 DD4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT151509(NAD 83)
 DD4685_MARKER: DD = SURVEY DISK
 DD4685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4685_SP_SET: CONCRETE POST
 DD4685_STAMPING: 21 048 1993
 DD4685_MARK LOGO: SCGS  
 DD4685_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4685+STABILITY: SURFACE MOTION
 DD4685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4685+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4685
 DD4685  HISTORY     - Date     Condition        Report By
 DD4685  HISTORY     - 1993     MONUMENTED       SCGS
 DD4685
 DD4685                          STATION DESCRIPTION
 DD4685
 DD4685'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4685'STATION IS LOCATED 1.45 MILES (2.33 KM) NORTH OF LAKE CITY.
 DD4685'OWNERSHIP--LAKE CITY FORD TRACTOR INCORPORATED, HIGHWAY 52 NORTH,
 DD4685'LAKE CITY, SC 29560, PHONE 803-394-2097. TO REACH THE STATION FROM
 DD4685'THE JUNCTION OVERPASS OF U.S. HIGHWAYS 378 BYPASS AND 52, 1.5 MILES
 DD4685'(2.4 KM) NORTH OF LAKE CITY, GO SOUTH SOUTHWEST ON HIGHWAY 52 FOR
 DD4685'0.05 MILE (0.08 KM) TO AN ENTRANCE DRIVEWAY LEFT TO LAKE CITY FORD
 DD4685'TRACTOR INCORPORATED AND THE STATION INSIDE OF THE LOCKED CHAIN LINK
 DD4685'FENCE NEAR THE SOUTHWEST SUPPORT POST IN FRONT OF THE STORE. STATION
 DD4685'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 DD4685'2.6 FEET (0.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK BASE
 DD4685'OF THE SOUTHWEST METAL SUPPORT POST IN FRONT OF THE STORE, 54.8 FEET
 DD4685'(16.7 M) EAST OF A POWER POLE K81 WITH TWO GUY WIRES, 75.7 FEET
 DD4685'(23.1 M) NORTH NORTHEAST OF A POWER POLE K80 WITH GUY WIRE AND A
 DD4685'SECURITY LIGHT, 81.3 FEET (24.8 M) NORTH OF A POWER POLE K75 WITH
 DD4685'THREE GUY WIRES AND TWO TRANSFORMERS, 9.0 FEET (2.7 M) EAST OF THE
 DD4685'EAST EDGE OF THE PAVED DRIVEWAY IN FRONT OF THE STORE. DESCRIBED BY
 DD4685'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4686 ***********************************************************************
 DD4686  DESIGNATION -  21 049
 DD4686  PID         -  DD4686
 DD4686  STATE/COUNTY-  SC/FLORENCE
 DD4686  USGS QUAD   -  MILL BAY (1990)
 DD4686
 DD4686                         *CURRENT SURVEY CONTROL
 DD4686  ___________________________________________________________________
 DD4686* NAD 83(1986)-  33 52 51.     (N)    079 45 35.     (W)     SCALED    
 DD4686* NAVD 88     -        22.963  (meters)      75.34   (feet)  ADJUSTED  
 DD4686  ___________________________________________________________________
 DD4686  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DD4686  DYNAMIC HT  -          22.940 (meters)      75.26  (feet)  COMP
 DD4686  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 DD4686
 DD4686  VERT ORDER  -  FIRST     CLASS II
 DD4686
 DD4686.The horizontal coordinates were scaled from a topographic map and have
 DD4686.an estimated accuracy of +/- 6 seconds.
 DD4686
 DD4686.The orthometric height was determined by differential leveling
 DD4686.and adjusted by the National Geodetic Survey in June 1994..
 DD4686
 DD4686.The geoid height was determined by GEOID03.
 DD4686
 DD4686.The dynamic height is computed by dividing the NAVD 88
 DD4686.geopotential number by the normal gravity value computed on the
 DD4686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4686.degrees latitude (g = 980.6199 gals.).
 DD4686
 DD4686.The modeled gravity was interpolated from observed gravity values.
 DD4686
 DD4686;                    North         East    Units  Estimated Accuracy
 DD4686;SPC SC       -   227,750.      724,320.      MT  (+/- 180 meters Scaled)
 DD4686
 DD4686                          SUPERSEDED SURVEY CONTROL
 DD4686
 DD4686.No superseded survey control is available for this station.
 DD4686
 DD4686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT147496(NAD 83)
 DD4686_MARKER: DD = SURVEY DISK
 DD4686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4686_SP_SET: CONCRETE POST
 DD4686_STAMPING: 21 049 1993
 DD4686_MARK LOGO: SCGS  
 DD4686_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4686+STABILITY: SURFACE MOTION
 DD4686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4686+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4686
 DD4686  HISTORY     - Date     Condition        Report By
 DD4686  HISTORY     - 1993     MONUMENTED       SCGS
 DD4686
 DD4686                          STATION DESCRIPTION
 DD4686
 DD4686'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4686'STATION IS LOCATED 0.75 MILE (1.21 KM) NORTH OF LAKE CITY.
 DD4686'OWNERSHIP--LAKE CITY COMMUNITY HOSPITAL, P.O. BOX 1035, HIGHWAY 52
 DD4686'NORTH, LAKE CITY, SC 29560, PHONE 803-394-2036. TO REACH THE STATION
 DD4686'FROM THE JUNCTION OF U.S. HIGHWAY 378, STATE HIGHWAY 341 (WEST MAIN
 DD4686'STREET) AND U.S. HIGHWAY 52 (RON MCNAIR BOULEVARD) IN LAKE CITY, GO
 DD4686'NORTH NORTHEAST ON HIGHWAY 52 FOR 0.3 MILE (0.5 KM) TO AN ENTRANCE
 DD4686'DRIVEWAY LEFT LEADING TO THE LAKE CITY COMMUNITY HOSPITAL, TURN LEFT
 DD4686'ON THE ENTRANCE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 DD4686'THE LEFT NEAR A POWER POLE IN FRONT OF THE HOSPITAL. STATION IS A
 DD4686'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH A SIDEWALK, 3.8
 DD4686'FEET (1.2 M) NORTH OF THE POWER POLE K38 WITH TWO SECURITY LIGHTS,
 DD4686'6.5 FEET (2.0 M) SOUTH SOUTHWEST OF THE SOUTH EDGE OF A SIDEWALK
 DD4686'LEADING TO THE HOSPITAL, 35.9 FEET (10.9 M) EAST SOUTHEAST OF THE
 DD4686'EAST EDGE OF A SIDEWALK LEADING TO THE HOSPITAL, 103.3 FEET (31.5 M)
 DD4686'EAST NORTHEAST OF THE NORTHEAST CORNER OF THE NORTHEAST MOST BRICK
 DD4686'SUPPORT OF A COVERED ENTRANCE, 55.4 FEET (16.9 M) WEST NORTHWEST OF A
 DD4686'1.2-FOOT OAK TREE. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4208 ***********************************************************************
 EB4208  DESIGNATION -  21 054 X
 EB4208  PID         -  EB4208
 EB4208  STATE/COUNTY-  SC/FLORENCE
 EB4208  USGS QUAD   -  FLORENCE WEST (1986)
 EB4208
 EB4208                         *CURRENT SURVEY CONTROL
 EB4208  ___________________________________________________________________
 EB4208* NAD 83(1986)-  34 11 32.     (N)    079 47 09.     (W)     SCALED    
 EB4208* NAVD 88     -        42.822  (meters)     140.49   (feet)  ADJUSTED  
 EB4208  ___________________________________________________________________
 EB4208  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EB4208  DYNAMIC HT  -          42.780 (meters)     140.35  (feet)  COMP
 EB4208  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EB4208
 EB4208  VERT ORDER  -  FIRST     CLASS II
 EB4208
 EB4208.The horizontal coordinates were scaled from a topographic map and have
 EB4208.an estimated accuracy of +/- 6 seconds.
 EB4208
 EB4208.The orthometric height was determined by differential leveling
 EB4208.and adjusted by the National Geodetic Survey in June 1994..
 EB4208
 EB4208.The geoid height was determined by GEOID03.
 EB4208
 EB4208.The dynamic height is computed by dividing the NAVD 88
 EB4208.geopotential number by the normal gravity value computed on the
 EB4208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4208.degrees latitude (g = 980.6199 gals.).
 EB4208
 EB4208.The modeled gravity was interpolated from observed gravity values.
 EB4208
 EB4208;                    North         East    Units  Estimated Accuracy
 EB4208;SPC SC       -   262,250.      721,500.      MT  (+/- 180 meters Scaled)
 EB4208
 EB4208                          SUPERSEDED SURVEY CONTROL
 EB4208
 EB4208.No superseded survey control is available for this station.
 EB4208
 EB4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT118841(NAD 83)
 EB4208_MARKER: DD = SURVEY DISK
 EB4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4208_SP_SET: CONCRETE POST
 EB4208_STAMPING: 21 054 X 1993
 EB4208_MARK LOGO: SCGS  
 EB4208_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4208+STABILITY: SURFACE MOTION
 EB4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4208+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 EB4208
 EB4208  HISTORY     - Date     Condition        Report By
 EB4208  HISTORY     - 1993     MONUMENTED       SCGS
 EB4208  HISTORY     - 20031122 GOOD             USPSQD
 EB4208  HISTORY     - 20041123 GOOD             USPSQD
 EB4208  HISTORY     - 20060117 GOOD             USPSQD
 EB4208
 EB4208                          STATION DESCRIPTION
 EB4208
 EB4208'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4208'STATION IS LOCATED IN FLORENCE. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4208'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4208'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4208'52, 301 (IRBY STREET) AND U.S. HIGHWAY 76 (PALMETTO STREET) IN
 EB4208'FLORENCE, GO WEST ON HIGHWAY 76 FOR 0.9 MILE (1.4 KM) TO SOUTH
 EB4208'ALEXANDER STREET RIGHT, CONTINUE ON HIGHWAY 76 FOR 100 FEET (30.5 M)
 EB4208'TO THE WEST ENTRANCE OF A CONCRETE CIRCULAR DRIVEWAY TO HOUSE NUMBER
 EB4208'1008 AND THE STATION IN THE SOUTHWEST ANGLE IN THE NORTHWEST CORNER
 EB4208'OF THE YARD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4208'LEVEL WITH THE HIGHWAY, 26.1 FEET (8.0 M) SOUTH SOUTHEAST OF A POWER
 EB4208'POLE KA34 WITH GUY WIRE AND A STREET LAMP, 15.7 FEET (4.8 M) SOUTH OF
 EB4208'THE SOUTH EDGE OF THE SIDEWALK OF THE HIGHWAY, 6.8 FEET (2.1 M)
 EB4208'SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE CIRCULAR DRIVEWAY, 2.8
 EB4208'FEET (0.9 M) EAST OF THE EAST FACE OF A CONCRETE BLOCK WALL AT THE
 EB4208'PROPERTY LINE, 108.5 FEET (33.1 M) NORTH OF A SECURITY LIGHT POLE
 EB4208'KA28, 78.3 FEET (23.9 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF
 EB4208'THE HOUSE, 26.5 FEET (8.1 M) SOUTH SOUTHEAST OF A WITNESS POST.
 EB4208'DESCRIBED BY T. HALL.
 EB4208
 EB4208                          STATION RECOVERY (2003)
 EB4208
 EB4208'RECOVERY NOTE BY US POWER SQUADRON 2003 (CM)
 EB4208'RECOVERED IN GOOD CONDITION.
 EB4208
 EB4208                          STATION RECOVERY (2004)
 EB4208
 EB4208'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4208'RECOVERED IN GOOD CONDITION.
 EB4208
 EB4208                          STATION RECOVERY (2006)
 EB4208
 EB4208'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4207 ***********************************************************************
 EB4207  DESIGNATION -  21 055 X
 EB4207  PID         -  EB4207
 EB4207  STATE/COUNTY-  SC/FLORENCE
 EB4207  USGS QUAD   -  FLORENCE WEST (1986)
 EB4207
 EB4207                         *CURRENT SURVEY CONTROL
 EB4207  ___________________________________________________________________
 EB4207* NAD 83(1986)-  34 11 27.     (N)    079 47 41.     (W)     SCALED    
 EB4207* NAVD 88     -        43.580  (meters)     142.98   (feet)  ADJUSTED  
 EB4207  ___________________________________________________________________
 EB4207  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EB4207  DYNAMIC HT  -          43.537 (meters)     142.84  (feet)  COMP
 EB4207  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EB4207
 EB4207  VERT ORDER  -  FIRST     CLASS II
 EB4207
 EB4207.The horizontal coordinates were scaled from a topographic map and have
 EB4207.an estimated accuracy of +/- 6 seconds.
 EB4207
 EB4207.The orthometric height was determined by differential leveling
 EB4207.and adjusted by the National Geodetic Survey in June 1994..
 EB4207
 EB4207.The geoid height was determined by GEOID03.
 EB4207
 EB4207.The dynamic height is computed by dividing the NAVD 88
 EB4207.geopotential number by the normal gravity value computed on the
 EB4207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4207.degrees latitude (g = 980.6199 gals.).
 EB4207
 EB4207.The modeled gravity was interpolated from observed gravity values.
 EB4207
 EB4207;                    North         East    Units  Estimated Accuracy
 EB4207;SPC SC       -   262,090.      720,680.      MT  (+/- 180 meters Scaled)
 EB4207
 EB4207                          SUPERSEDED SURVEY CONTROL
 EB4207
 EB4207.No superseded survey control is available for this station.
 EB4207
 EB4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT110839(NAD 83)
 EB4207_MARKER: DD = SURVEY DISK
 EB4207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4207_SP_SET: CONCRETE POST
 EB4207_STAMPING: 21 055 X 1993
 EB4207_MARK LOGO: SCGS  
 EB4207_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4207+STABILITY: SURFACE MOTION
 EB4207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4207+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 EB4207
 EB4207  HISTORY     - Date     Condition        Report By
 EB4207  HISTORY     - 1993     MONUMENTED       SCGS
 EB4207  HISTORY     - 20031122 GOOD             USPSQD
 EB4207  HISTORY     - 20041123 GOOD             USPSQD
 EB4207  HISTORY     - 20060117 GOOD             USPSQD
 EB4207
 EB4207                          STATION DESCRIPTION
 EB4207
 EB4207'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4207'STATION IS LOCATED 1.55 MILES (2.49 KM) WEST OF FLORENCE.
 EB4207'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4207'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4207'JUNCTION OF U.S. HIGHWAYS 52, 301 (IRBY STREET) AND U.S. HIGHWAY 76
 EB4207'(PALMETTO STREET) IN FLORENCE, GO WEST ON HIGHWAY 76 FOR 1.55 MILES
 EB4207'(2.49 KM) TO THE JUNCTION OF SOUTH SENECA DRIVE LEFT AND THE STATION
 EB4207'IN A GRASSY MEDIAN BETWEEN THE LANES OF SOUTH SENECA DRIVE. STATION
 EB4207'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD,
 EB4207'10.5 FEET (3.2 M) WEST OF THE CENTER OF THE NORTHBOUND LANE OF SENECA
 EB4207'DRIVE, 11.2 FEET (3.4 M) EAST OF THE CENTER OF THE SOUTHBOUND LANE OF
 EB4207'SENECA DRIVE, 83.5 FEET (25.5 M) SOUTH OF THE CENTER OF THE HIGHWAY,
 EB4207'38.7 FEET (11.8 M) NORTHEAST OF THE CENTER OF A METAL DRAIN COVER IN
 EB4207'A CONCRETE DRAINAGE CULVERT ON THE WEST SIDE OF SENECA DRIVE, 27.8
 EB4207'FEET (8.5 M) NORTHWEST OF THE CENTER OF A METAL DRAIN COVER IN A
 EB4207'CONCRETE DRAINAGE CULVERT ON THE EAST SIDE OF SENECA DRIVE, 3.2 FEET
 EB4207'(1.0 M) NORTH OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4207
 EB4207                          STATION RECOVERY (2003)
 EB4207
 EB4207'RECOVERY NOTE BY US POWER SQUADRON 2003 (CM)
 EB4207'RECOVERED IN GOOD CONDITION.
 EB4207
 EB4207                          STATION RECOVERY (2004)
 EB4207
 EB4207'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4207'RECOVERED IN GOOD CONDITION.
 EB4207
 EB4207                          STATION RECOVERY (2006)
 EB4207
 EB4207'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4206 ***********************************************************************
 EB4206  DESIGNATION -  21 056 X
 EB4206  PID         -  EB4206
 EB4206  STATE/COUNTY-  SC/FLORENCE
 EB4206  USGS QUAD   -  FLORENCE WEST (1986)
 EB4206
 EB4206                         *CURRENT SURVEY CONTROL
 EB4206  ___________________________________________________________________
 EB4206* NAD 83(1986)-  34 11 20.     (N)    079 48 15.     (W)     SCALED    
 EB4206* NAVD 88     -        43.569  (meters)     142.94   (feet)  ADJUSTED  
 EB4206  ___________________________________________________________________
 EB4206  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EB4206  DYNAMIC HT  -          43.527 (meters)     142.80  (feet)  COMP
 EB4206  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 EB4206
 EB4206  VERT ORDER  -  FIRST     CLASS II
 EB4206
 EB4206.The horizontal coordinates were scaled from a topographic map and have
 EB4206.an estimated accuracy of +/- 6 seconds.
 EB4206
 EB4206.The orthometric height was determined by differential leveling
 EB4206.and adjusted by the National Geodetic Survey in June 1994..
 EB4206
 EB4206.The geoid height was determined by GEOID03.
 EB4206
 EB4206.The dynamic height is computed by dividing the NAVD 88
 EB4206.geopotential number by the normal gravity value computed on the
 EB4206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4206.degrees latitude (g = 980.6199 gals.).
 EB4206
 EB4206.The modeled gravity was interpolated from observed gravity values.
 EB4206
 EB4206;                    North         East    Units  Estimated Accuracy
 EB4206;SPC SC       -   261,860.      719,810.      MT  (+/- 180 meters Scaled)
 EB4206
 EB4206                          SUPERSEDED SURVEY CONTROL
 EB4206
 EB4206.No superseded survey control is available for this station.
 EB4206
 EB4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT101837(NAD 83)
 EB4206_MARKER: DD = SURVEY DISK
 EB4206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4206_SP_SET: CONCRETE POST
 EB4206_STAMPING: 21 056 X 1993
 EB4206_MARK LOGO: SCGS  
 EB4206_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4206+STABILITY: SURFACE MOTION
 EB4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4206+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 EB4206
 EB4206  HISTORY     - Date     Condition        Report By
 EB4206  HISTORY     - 1993     MONUMENTED       SCGS
 EB4206  HISTORY     - 20031122 GOOD             USPSQD
 EB4206  HISTORY     - 20041124 GOOD             USPSQD
 EB4206  HISTORY     - 20060118 GOOD             USPSQD
 EB4206
 EB4206                          STATION DESCRIPTION
 EB4206
 EB4206'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4206'STATION IS LOCATED 2.1 MILES (3.4 KM) WEST OF FLORENCE.
 EB4206'OWNERSHIP--CITY OF FLORENCE, PUBLIC WORKS. TO REACH THE STATION FROM
 EB4206'THE JUNCTION OF U.S. HIGHWAYS 52, 301 (IRBY STREET) AND U.S. HIGHWAY
 EB4206'76 (PALMETTO STREET) IN FLORENCE, GO WEST ON HIGHWAY 76 FOR 2.1 MILES
 EB4206'(3.4 KM) TO THE JUNCTION OF STATE ROADS 13 (CHEROKEE ROAD LEFT AND
 EB4206'HOFFEMEYER ROAD RIGHT) AND 29 (SOUTH CASHUA DRIVE) AND THE STATION
 EB4206'NEAR THE WEST END OF A SIGN FOR A MEMORIAL PARK IN THE SOUTH ANGLE OF
 EB4206'THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4206'LEVEL WITH THE HIGHWAY, 2.7 FEET (0.8 M) WEST OF THE SOUTHWEST CORNER
 EB4206'OF A BRICK AND STONE SIGN FOR THE MEMORIAL PARK, 26.0 FEET (7.9 M)
 EB4206'SOUTH SOUTHEAST OF A FIRE HYDRANT, 14.6 FEET (4.5 M) EAST NORTHEAST OF
 EB4206'A 0.6-FOOT ELM TREE WITH A SCGS REFERENCE WASHER ATTACHED, 77.9 FEET
 EB4206'(23.7 M) SOUTHEAST OF A POWER POLE AV49 WITH THREE GUY WIRES AND A
 EB4206'STREET LIGHT, 38.7 FEET (11.8 M) NORTH OF A WITNESS POST. DESCRIBED
 EB4206'BY T. HALL.
 EB4206
 EB4206                          STATION RECOVERY (2003)
 EB4206
 EB4206'RECOVERY NOTE BY US POWER SQUADRON 2003 (CM)
 EB4206'RECOVERED IN GOOD CONDITION.
 EB4206
 EB4206                          STATION RECOVERY (2004)
 EB4206
 EB4206'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4206'RECOVERED IN GOOD CONDITION.
 EB4206
 EB4206                          STATION RECOVERY (2006)
 EB4206
 EB4206'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4205 ***********************************************************************
 EB4205  DESIGNATION -  21 057 X
 EB4205  PID         -  EB4205
 EB4205  STATE/COUNTY-  SC/FLORENCE
 EB4205  USGS QUAD   -  FLORENCE WEST (1986)
 EB4205
 EB4205                         *CURRENT SURVEY CONTROL
 EB4205  ___________________________________________________________________
 EB4205* NAD 83(1986)-  34 11 07.     (N)    079 48 46.     (W)     SCALED    
 EB4205* NAVD 88     -        41.603  (meters)     136.49   (feet)  ADJUSTED  
 EB4205  ___________________________________________________________________
 EB4205  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 EB4205  DYNAMIC HT  -          41.563 (meters)     136.36  (feet)  COMP
 EB4205  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 EB4205
 EB4205  VERT ORDER  -  FIRST     CLASS II
 EB4205
 EB4205.The horizontal coordinates were scaled from a topographic map and have
 EB4205.an estimated accuracy of +/- 6 seconds.
 EB4205
 EB4205.The orthometric height was determined by differential leveling
 EB4205.and adjusted by the National Geodetic Survey in June 1994..
 EB4205
 EB4205.The geoid height was determined by GEOID03.
 EB4205
 EB4205.The dynamic height is computed by dividing the NAVD 88
 EB4205.geopotential number by the normal gravity value computed on the
 EB4205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4205.degrees latitude (g = 980.6199 gals.).
 EB4205
 EB4205.The modeled gravity was interpolated from observed gravity values.
 EB4205
 EB4205;                    North         East    Units  Estimated Accuracy
 EB4205;SPC SC       -   261,450.      719,020.      MT  (+/- 180 meters Scaled)
 EB4205
 EB4205                          SUPERSEDED SURVEY CONTROL
 EB4205
 EB4205.No superseded survey control is available for this station.
 EB4205
 EB4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT094833(NAD 83)
 EB4205_MARKER: DD = SURVEY DISK
 EB4205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4205_SP_SET: CONCRETE POST
 EB4205_STAMPING: 21 057 X 1993
 EB4205_MARK LOGO: SCGS  
 EB4205_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4205+STABILITY: SURFACE MOTION
 EB4205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4205+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 EB4205
 EB4205  HISTORY     - Date     Condition        Report By
 EB4205  HISTORY     - 1993     MONUMENTED       SCGS
 EB4205  HISTORY     - 20031122 GOOD             USPSQD
 EB4205  HISTORY     - 20041124 GOOD             USPSQD
 EB4205  HISTORY     - 20060118 GOOD             USPSQD
 EB4205
 EB4205                          STATION DESCRIPTION
 EB4205
 EB4205'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4205'STATION IS LOCATED NEAR A POWER POLE IN A GRASSY AREA OF A TRAFFIC
 EB4205'ISLAND IN THE SOUTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 76 AND
 EB4205'STATE HIGHWAY 51 (SECOND LOOP ROAD), 2.7 MILES (4.3 KM) WEST
 EB4205'SOUTHWEST OF FLORENCE. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4205'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4205'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4205'0.5 FOOT (15.2 CM) ABOVE THE HIGHWAYS, 16.6 FEET (5.1 M) WEST
 EB4205'NORTHWEST OF THE WEST EDGE OF THE CURB OF HIGHWAY 51, 12.6 FEET
 EB4205'(3.8 M) SOUTH SOUTHEAST OF THE SOUTHEAST EDGE OF THE CURB OF HIGHWAY
 EB4205'76, 4.8 FEET (1.5 M) SOUTHWEST OF A POWER POLE WITH AN ELECTRIC METER
 EB4205'AND TWO GUY WIRES, 20.3 FEET (6.2 M) SOUTHWEST OF A METAL TRAFFIC
 EB4205'LINE SUPPORT POLE WITH A CONTROL BOX, 29.5 FEET (9.0 M) NORTHEAST OF
 EB4205'THE NORTHEAST EDGE OF THE CURB OF THE CROSSOVER LANE, 4.2 FEET
 EB4205'(1.3 M) SOUTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4205
 EB4205                          STATION RECOVERY (2003)
 EB4205
 EB4205'RECOVERY NOTE BY US POWER SQUADRON 2003 (CM)
 EB4205'RECOVERED IN GOOD CONDITION.
 EB4205
 EB4205                          STATION RECOVERY (2004)
 EB4205
 EB4205'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4205'RECOVERED IN GOOD CONDITION.
 EB4205
 EB4205                          STATION RECOVERY (2006)
 EB4205
 EB4205'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4209 ***********************************************************************
 EB4209  DESIGNATION -  21 058 X
 EB4209  PID         -  EB4209
 EB4209  STATE/COUNTY-  SC/FLORENCE
 EB4209  USGS QUAD   -  FLORENCE WEST (1986)
 EB4209
 EB4209                         *CURRENT SURVEY CONTROL
 EB4209  ___________________________________________________________________
 EB4209* NAD 83(1986)-  34 10 30.     (N)    079 48 26.     (W)     SCALED    
 EB4209* NAVD 88     -        33.814  (meters)     110.94   (feet)  ADJUSTED  
 EB4209  ___________________________________________________________________
 EB4209  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EB4209  DYNAMIC HT  -          33.781 (meters)     110.83  (feet)  COMP
 EB4209  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EB4209
 EB4209  VERT ORDER  -  FIRST     CLASS II
 EB4209
 EB4209.The horizontal coordinates were scaled from a topographic map and have
 EB4209.an estimated accuracy of +/- 6 seconds.
 EB4209
 EB4209.The orthometric height was determined by differential leveling
 EB4209.and adjusted by the National Geodetic Survey in June 1994..
 EB4209
 EB4209.The geoid height was determined by GEOID03.
 EB4209
 EB4209.The dynamic height is computed by dividing the NAVD 88
 EB4209.geopotential number by the normal gravity value computed on the
 EB4209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4209.degrees latitude (g = 980.6199 gals.).
 EB4209
 EB4209.The modeled gravity was interpolated from observed gravity values.
 EB4209
 EB4209;                    North         East    Units  Estimated Accuracy
 EB4209;SPC SC       -   260,320.      719,550.      MT  (+/- 180 meters Scaled)
 EB4209
 EB4209                          SUPERSEDED SURVEY CONTROL
 EB4209
 EB4209.No superseded survey control is available for this station.
 EB4209
 EB4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT099822(NAD 83)
 EB4209_MARKER: DD = SURVEY DISK
 EB4209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4209_SP_SET: CONCRETE POST
 EB4209_STAMPING: 21 058 X 1993
 EB4209_MARK LOGO: SCGS  
 EB4209_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4209+STABILITY: SURFACE MOTION
 EB4209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4209+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4209
 EB4209  HISTORY     - Date     Condition        Report By
 EB4209  HISTORY     - 1993     MONUMENTED       SCGS
 EB4209
 EB4209                          STATION DESCRIPTION
 EB4209
 EB4209'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4209'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTHWEST OF FLORENCE.
 EB4209'OWNERSHIP--WESTMINSTER PRESBYTERIAN CHURCH, 2301 2ND LOOP ROAD,
 EB4209'FLORENCE, SC 29501, PHONE 803-662-6751. TO REACH THE STATION FROM THE
 EB4209'JUNCTION OF U.S. HIGHWAY 76 AND STATE HIGHWAY 51 (SECOND LOOP ROAD),
 EB4209'2.7 MILES (4.3 KM) WEST SOUTHWEST OF FLORENCE, GO SOUTH SOUTHWEST ON
 EB4209'HIGHWAY 51 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 29
 EB4209'(SOUTH CASHUA DRIVE), CONTINUE ON HIGHWAY 51 FOR 0.2 MILE (0.3 KM) TO
 EB4209'THE SECOND DRIVEWAY LEFT LEADING TO THE WESTMINSTER PRESBYTERIAN
 EB4209'CHURCH AND THE STATION NEAR A PLANTED AREA AT THE BASE OF A SMALL
 EB4209'WILLOW OAK TREE IN THE EAST ANGLE OF THE DRIVEWAY. STATION IS A
 EB4209'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 6.2
 EB4209'FEET (1.9 M) EAST OF THE SOUTH EDGE OF THE CURBING AROUND THE PLANTED
 EB4209'AREA, 54.4 FEET (16.6 M) NORTHEAST OF THE NORTH EDGE OF THE SIDEWALK
 EB4209'OF THE HIGHWAY, 6.7 FEET (2.0 M) SOUTH OF THE EAST CORNER OF A
 EB4209'CONCRETE CURBING AROUND THE PLANTED AREA, 116.3 FEET (35.4 M) SOUTH
 EB4209'OF THE EAST CORNER OF THE CHURCH BUILDING, 46.2 FEET (14.1 M) EAST
 EB4209'NORTHEAST OF A SECURITY LIGHT POLE FT85, 87.3 FEET (26.6 M) NORTH
 EB4209'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK SIGN BASE PLANTER FOR
 EB4209'THE PALMETTO ANIMAL HOSPITAL, 46.7 FEET (14.2 M) EAST NORTHEAST OF A
 EB4209'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4210 ***********************************************************************
 EB4210  DESIGNATION -  21 059 X
 EB4210  PID         -  EB4210
 EB4210  STATE/COUNTY-  SC/FLORENCE
 EB4210  USGS QUAD   -  FLORENCE WEST (1986)
 EB4210
 EB4210                         *CURRENT SURVEY CONTROL
 EB4210  ___________________________________________________________________
 EB4210* NAD 83(1986)-  34 10 03.     (N)    079 46 43.     (W)     SCALED    
 EB4210* NAVD 88     -        36.447  (meters)     119.58   (feet)  ADJUSTED  
 EB4210  ___________________________________________________________________
 EB4210  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 EB4210  DYNAMIC HT  -          36.412 (meters)     119.46  (feet)  COMP
 EB4210  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EB4210
 EB4210  VERT ORDER  -  FIRST     CLASS II
 EB4210
 EB4210.The horizontal coordinates were scaled from a topographic map and have
 EB4210.an estimated accuracy of +/- 6 seconds.
 EB4210
 EB4210.The orthometric height was determined by differential leveling
 EB4210.and adjusted by the National Geodetic Survey in June 1994..
 EB4210
 EB4210.The geoid height was determined by GEOID03.
 EB4210
 EB4210.The dynamic height is computed by dividing the NAVD 88
 EB4210.geopotential number by the normal gravity value computed on the
 EB4210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4210.degrees latitude (g = 980.6199 gals.).
 EB4210
 EB4210.The modeled gravity was interpolated from observed gravity values.
 EB4210
 EB4210;                    North         East    Units  Estimated Accuracy
 EB4210;SPC SC       -   259,520.      722,190.      MT  (+/- 180 meters Scaled)
 EB4210
 EB4210                          SUPERSEDED SURVEY CONTROL
 EB4210
 EB4210.No superseded survey control is available for this station.
 EB4210
 EB4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT125814(NAD 83)
 EB4210_MARKER: DD = SURVEY DISK
 EB4210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4210_SP_SET: CONCRETE POST
 EB4210_STAMPING: 21 059 X 1993
 EB4210_MARK LOGO: SCGS  
 EB4210_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4210+STABILITY: SURFACE MOTION
 EB4210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4210+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4210
 EB4210  HISTORY     - Date     Condition        Report By
 EB4210  HISTORY     - 1993     MONUMENTED       SCGS
 EB4210
 EB4210                          STATION DESCRIPTION
 EB4210
 EB4210'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4210'STATION IS LOCATED 1.9 MILES (3.1 KM) SOUTH SOUTHWEST FLORENCE.
 EB4210'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4210'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4210'JUNCTION OF U.S. HIGHWAYS 52, 301 (SOUTH IRBY STREET) AND STATE
 EB4210'HIGHWAY 51 (SECOND LOOP ROAD), 1.9 MILES (3.1 KM) SOUTH OF FLORENCE,
 EB4210'GO WEST ON HIGHWAY 51 FOR 0.8 MILE (1.3 KM) TO SOUTH HERITAGE DRIVE
 EB4210'LEFT AND THE STATION NEAR A POWER POLE IN A GRASSY MEDIAN BETWEEN THE
 EB4210'LANES OF THE DRIVE, 0.05 MILE (0.08 KM) EAST OF THE JUNCTION OF STATE
 EB4210'ROAD 676 (SOUTH ROLLINS AVENUE). STATION IS A CONCRETE POST FLUSH
 EB4210'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 11.1 FEET (3.4 M) SOUTH
 EB4210'OF A 0.5-FOOT APPLE TREE, 92.4 FEET (28.2 M) SOUTH OF THE CENTER OF
 EB4210'THE HIGHWAY, 19.6 FEET (6.0 M) WEST OF THE CENTER OF THE NORTHBOUND
 EB4210'LANES OF THE DRIVE, 29.0 FEET (8.8 M) EAST OF THE CENTER OF THE
 EB4210'SOUTHBOUND LANES OF THE DRIVE, 4.3 FEET (1.3 M) NORTH OF THE POWER
 EB4210'POLE FH96 WITH TWO STREET LAMPS, 58.6 FEET (17.9 M) NORTHEAST OF THE
 EB4210'NORTHEAST CORNER OF A MASONRY BLOCK BANK BUILDING ACROSS THE STREET,
 EB4210'3.8 FEET (1.2 M) NORTH OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4204 ***********************************************************************
 EB4204  DESIGNATION -  21 060 X
 EB4204  PID         -  EB4204
 EB4204  STATE/COUNTY-  SC/FLORENCE
 EB4204  USGS QUAD   -  FLORENCE WEST (1986)
 EB4204
 EB4204                         *CURRENT SURVEY CONTROL
 EB4204  ___________________________________________________________________
 EB4204* NAD 83(1986)-  34 10 46.     (N)    079 49 27.     (W)     SCALED    
 EB4204* NAVD 88     -        39.850  (meters)     130.74   (feet)  ADJUSTED  
 EB4204  ___________________________________________________________________
 EB4204  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EB4204  DYNAMIC HT  -          39.811 (meters)     130.61  (feet)  COMP
 EB4204  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 EB4204
 EB4204  VERT ORDER  -  FIRST     CLASS II
 EB4204
 EB4204.The horizontal coordinates were scaled from a topographic map and have
 EB4204.an estimated accuracy of +/- 6 seconds.
 EB4204
 EB4204.The orthometric height was determined by differential leveling
 EB4204.and adjusted by the National Geodetic Survey in June 1994..
 EB4204
 EB4204.The geoid height was determined by GEOID03.
 EB4204
 EB4204.The dynamic height is computed by dividing the NAVD 88
 EB4204.geopotential number by the normal gravity value computed on the
 EB4204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4204.degrees latitude (g = 980.6199 gals.).
 EB4204
 EB4204.The modeled gravity was interpolated from observed gravity values.
 EB4204
 EB4204;                    North         East    Units  Estimated Accuracy
 EB4204;SPC SC       -   260,790.      717,980.      MT  (+/- 180 meters Scaled)
 EB4204
 EB4204                          SUPERSEDED SURVEY CONTROL
 EB4204
 EB4204.No superseded survey control is available for this station.
 EB4204
 EB4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT083826(NAD 83)
 EB4204_MARKER: DD = SURVEY DISK
 EB4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4204_SP_SET: CONCRETE POST
 EB4204_STAMPING: 21 060 X 1993
 EB4204_MARK LOGO: SCGS  
 EB4204_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4204+STABILITY: SURFACE MOTION
 EB4204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4204+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4204
 EB4204  HISTORY     - Date     Condition        Report By
 EB4204  HISTORY     - 1993     MONUMENTED       SCGS
 EB4204
 EB4204                          STATION DESCRIPTION
 EB4204
 EB4204'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4204'STATION IS LOCATED 3.4 MILES (5.5 KM) WEST SOUTHWEST OF FLORENCE.
 EB4204'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4204'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4204'JUNCTION OF U.S. HIGHWAY 76 AND STATE HIGHWAY 51 (SECOND LOOP ROAD),
 EB4204'2.7 MILES (4.3 KM) WEST SOUTHWEST OF FLORENCE, GO WEST SOUTHWEST ON
 EB4204'HIGHWAY 76 FOR 0.8 MILE (1.3 KM) TO THE JUNCTION OF STATE ROAD 508
 EB4204'LEFT AND THE STATION NEAR THE WEST CORNER OF A LARGE METAL BOX SHAPED
 EB4204'SIGN FOR MINI-MAX WAREHOUSES IN THE EAST ANGLE OF THE JUNCTION.
 EB4204'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4204'HIGHWAY, 8.6 FEET (2.6 M) SOUTHWEST OF THE WEST CORNER OF THE SIGN,
 EB4204'14.6 FEET (4.5 M) SOUTH SOUTHEAST OF THE SOUTH EDGE OF THE CURB OF
 EB4204'THE HIGHWAY, 34.2 FEET (10.4 M) NORTHEAST OF THE CENTER OF ROAD 508,
 EB4204'5.8 FEET (1.8 M) NORTH NORTHWEST OF A SMALL ELECTRIC LIGHT FOR THE
 EB4204'SIGN, 15.5 FEET (4.7 M) WEST NORTHWEST OF THE SOUTH CORNER OF THE
 EB4204'SIGN, 19.3 FEET (5.9 M) NORTHEAST OF A WITNESS POST. DESCRIBED BY T.
 EB4204'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4203 ***********************************************************************
 EB4203  DESIGNATION -  21 061 X
 EB4203  PID         -  EB4203
 EB4203  STATE/COUNTY-  SC/FLORENCE
 EB4203  USGS QUAD   -  FLORENCE WEST (1986)
 EB4203
 EB4203                         *CURRENT SURVEY CONTROL
 EB4203  ___________________________________________________________________
 EB4203* NAD 83(1986)-  34 10 23.     (N)    079 50 14.     (W)     SCALED    
 EB4203* NAVD 88     -        38.777  (meters)     127.22   (feet)  ADJUSTED  
 EB4203  ___________________________________________________________________
 EB4203  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EB4203  DYNAMIC HT  -          38.740 (meters)     127.10  (feet)  COMP
 EB4203  MODELED GRAV-     979,669.6   (mgal)                       NAVD 88
 EB4203
 EB4203  VERT ORDER  -  FIRST     CLASS II
 EB4203
 EB4203.The horizontal coordinates were scaled from a topographic map and have
 EB4203.an estimated accuracy of +/- 6 seconds.
 EB4203
 EB4203.The orthometric height was determined by differential leveling
 EB4203.and adjusted by the National Geodetic Survey in June 1994..
 EB4203
 EB4203.The geoid height was determined by GEOID03.
 EB4203
 EB4203.The dynamic height is computed by dividing the NAVD 88
 EB4203.geopotential number by the normal gravity value computed on the
 EB4203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4203.degrees latitude (g = 980.6199 gals.).
 EB4203
 EB4203.The modeled gravity was interpolated from observed gravity values.
 EB4203
 EB4203;                    North         East    Units  Estimated Accuracy
 EB4203;SPC SC       -   260,070.      716,780.      MT  (+/- 180 meters Scaled)
 EB4203
 EB4203                          SUPERSEDED SURVEY CONTROL
 EB4203
 EB4203.No superseded survey control is available for this station.
 EB4203
 EB4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT071819(NAD 83)
 EB4203_MARKER: DD = SURVEY DISK
 EB4203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4203_SP_SET: CONCRETE POST
 EB4203_STAMPING: 21 061 X 1993
 EB4203_MARK LOGO: SCGS  
 EB4203_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4203+STABILITY: SURFACE MOTION
 EB4203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4203+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4203
 EB4203  HISTORY     - Date     Condition        Report By
 EB4203  HISTORY     - 1993     MONUMENTED       SCGS
 EB4203
 EB4203                          STATION DESCRIPTION
 EB4203
 EB4203'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4203'STATION IS LOCATED 4.25 MILES (6.84 KM) WEST SOUTHWEST OF FLORENCE,
 EB4203'6.4 MILES (10.3 KM) NORTHEAST OF TIMMONSVILLE. OWNERSHIP--SCDHPT,
 EB4203'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4203'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB4203'76 AND STATE HIGHWAY 51 (SECOND LOOP ROAD), 2.7 MILES (4.3 KM) WEST
 EB4203'SOUTHWEST OF FLORENCE, GO WEST SOUTHWEST ON HIGHWAY 76 FOR 1.35 MILES
 EB4203'(2.17 KM) TO THE JUNCTION OF STATE ROAD 700 (SUNSET ACRES LANE) LEFT,
 EB4203'CONTINUE ON HIGHWAY 76 FOR 0.3 MILE (0.5 KM) TO A DRIVEWAY RIGHT
 EB4203'LEADING TO A TWO STORY BRICK HOUSE NUMBER 2923 AND THE STATION AT THE
 EB4203'WEST END OF A BRICK WALL IN FRONT OF THE HOUSE PROPERTY. STATION IS A
 EB4203'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 EB4203'HIGHWAY, 16.7 FEET (5.1 M) NORTH NORTHWEST OF THE NORTH EDGE OF THE
 EB4203'CURB OF THE HIGHWAY, 14.1 FEET (4.3 M) WEST NORTHWEST OF A POWER POLE
 EB4203'CZ38, 5.5 FEET (1.7 M) SOUTH SOUTHEAST OF THE POWER POLE CZ39/587
 EB4203'WITH TWO GUY WIRES, 18.9 FEET (5.8 M) WEST SOUTHWEST OF THE WEST END
 EB4203'OF THE BRICK WALL, 196.0 FEET (59.7 M) WEST SOUTHWEST OF THE CENTER
 EB4203'OF THE DRIVEWAY, 5.1 FEET (1.6 M) SOUTH SOUTHEAST OF A WITNESS POST.
 EB4203'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4202 ***********************************************************************
 EB4202  DESIGNATION -  21 062 X
 EB4202  PID         -  EB4202
 EB4202  STATE/COUNTY-  SC/FLORENCE
 EB4202  USGS QUAD   -  FLORENCE WEST (1986)
 EB4202
 EB4202                         *CURRENT SURVEY CONTROL
 EB4202  ___________________________________________________________________
 EB4202* NAD 83(1986)-  34 09 54.     (N)    079 51 10.     (W)     SCALED    
 EB4202* NAVD 88     -        41.690  (meters)     136.78   (feet)  ADJUSTED  
 EB4202  ___________________________________________________________________
 EB4202  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EB4202  DYNAMIC HT  -          41.650 (meters)     136.65  (feet)  COMP
 EB4202  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 EB4202
 EB4202  VERT ORDER  -  FIRST     CLASS II
 EB4202
 EB4202.The horizontal coordinates were scaled from a topographic map and have
 EB4202.an estimated accuracy of +/- 6 seconds.
 EB4202
 EB4202.The orthometric height was determined by differential leveling
 EB4202.and adjusted by the National Geodetic Survey in June 1994..
 EB4202
 EB4202.The geoid height was determined by GEOID03.
 EB4202
 EB4202.The dynamic height is computed by dividing the NAVD 88
 EB4202.geopotential number by the normal gravity value computed on the
 EB4202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4202.degrees latitude (g = 980.6199 gals.).
 EB4202
 EB4202.The modeled gravity was interpolated from observed gravity values.
 EB4202
 EB4202;                    North         East    Units  Estimated Accuracy
 EB4202;SPC SC       -   259,160.      715,360.      MT  (+/- 180 meters Scaled)
 EB4202
 EB4202                          SUPERSEDED SURVEY CONTROL
 EB4202
 EB4202.No superseded survey control is available for this station.
 EB4202
 EB4202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT057810(NAD 83)
 EB4202_MARKER: DD = SURVEY DISK
 EB4202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4202_SP_SET: CONCRETE POST
 EB4202_STAMPING: 21 062 X 1993
 EB4202_MARK LOGO: SCGS  
 EB4202_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4202+STABILITY: SURFACE MOTION
 EB4202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4202+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4202
 EB4202  HISTORY     - Date     Condition        Report By
 EB4202  HISTORY     - 1993     MONUMENTED       SCGS
 EB4202
 EB4202                          STATION DESCRIPTION
 EB4202
 EB4202'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4202'STATION IS LOCATED 5.3 MILES (8.5 KM) SOUTHWEST OF FLORENCE, 5.3 MILES
 EB4202'(8.5 KM) NORTHEAST OF TIMMONSVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4202'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4202'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB4202'76 AND STATE HIGHWAY 51 (SECOND LOOP ROAD), 2.7 MILES (4.3 KM) WEST
 EB4202'SOUTHWEST OF FLORENCE, GO WEST SOUTHWEST ON HIGHWAY 76 FOR 2.7 MILES
 EB4202'(4.3 KM) TO THE JUNCTION OF STATE ROAD 112 (EBENEZER ROAD) AND THE
 EB4202'STATION NEAR THE NORTH END OF A BRICK SIGN BASE FOR THE ESAB GROUP IN
 EB4202'THE WEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH
 EB4202'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 5.2 FEET
 EB4202'(1.6 M) NORTH NORTHWEST OF THE NORTHERN MOST ONE OF TWO METAL POSTS
 EB4202'OF THE SIGN, 19.6 FEET (6.0 M) WEST NORTHWEST OF A GAS LINE WITNESS
 EB4202'POST, 84.6 FEET (25.8 M) NORTH NORTHWEST OF THE CENTER OF THE
 EB4202'HIGHWAY, 61.4 FEET (18.7 M) WEST OF THE CENTER OF ROAD 112, 20.9 FEET
 EB4202'(6.4 M) WEST NORTHWEST OF A POWER POLE D516 WITH A TRANSFORMER,
 EB4202'SECURITY LIGHT AND TWO GUY WIRES, 2.9 FEET (0.9 M) WEST NORTHWEST OF
 EB4202'THE NORTHEAST CORNER OF THE BRICK SIGN BASE, 8.3 FEET (2.5 M) WEST OF
 EB4202'A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4200 ***********************************************************************
 EB4200  DESIGNATION -  21 063 X
 EB4200  PID         -  EB4200
 EB4200  STATE/COUNTY-  SC/FLORENCE
 EB4200  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4200
 EB4200                         *CURRENT SURVEY CONTROL
 EB4200  ___________________________________________________________________
 EB4200* NAD 83(1986)-  34 09 17.     (N)    079 52 38.     (W)     SCALED    
 EB4200* NAVD 88     -        41.038  (meters)     134.64   (feet)  ADJUSTED  
 EB4200  ___________________________________________________________________
 EB4200  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EB4200  DYNAMIC HT  -          40.998 (meters)     134.51  (feet)  COMP
 EB4200  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 EB4200
 EB4200  VERT ORDER  -  FIRST     CLASS II
 EB4200
 EB4200.The horizontal coordinates were scaled from a topographic map and have
 EB4200.an estimated accuracy of +/- 6 seconds.
 EB4200
 EB4200.The orthometric height was determined by differential leveling
 EB4200.and adjusted by the National Geodetic Survey in June 1994..
 EB4200
 EB4200.The geoid height was determined by GEOID03.
 EB4200
 EB4200.The dynamic height is computed by dividing the NAVD 88
 EB4200.geopotential number by the normal gravity value computed on the
 EB4200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4200.degrees latitude (g = 980.6199 gals.).
 EB4200
 EB4200.The modeled gravity was interpolated from observed gravity values.
 EB4200
 EB4200;                    North         East    Units  Estimated Accuracy
 EB4200;SPC SC       -   258,000.      713,120.      MT  (+/- 180 meters Scaled)
 EB4200
 EB4200                          SUPERSEDED SURVEY CONTROL
 EB4200
 EB4200.No superseded survey control is available for this station.
 EB4200
 EB4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT035798(NAD 83)
 EB4200_MARKER: DD = SURVEY DISK
 EB4200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4200_SP_SET: CONCRETE POST
 EB4200_STAMPING: 21 063 X 1993
 EB4200_MARK LOGO: SCGS  
 EB4200_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4200+STABILITY: SURFACE MOTION
 EB4200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4200+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4200
 EB4200  HISTORY     - Date     Condition        Report By
 EB4200  HISTORY     - 1993     MONUMENTED       SCGS
 EB4200
 EB4200                          STATION DESCRIPTION
 EB4200
 EB4200'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4200'STATION IS LOCATED 3.9 MILES (6.3 KM) EAST NORTHEAST OF TIMMONSVILLE,
 EB4200'6.85 MILES (11.02 KM) SOUTHWEST OF FLORENCE. OWNERSHIP--YOUNGS
 EB4200'PLANTATION INN, I-95 AT U.S. HIGHWAY 76, FLORENCE, SC 29502, PHONE
 EB4200'803-669-4171, MANAGER-NED NORRIS. TO REACH THE STATION FROM THE
 EB4200'JUNCTION OVERPASS OF INTERSTATE 95 AND U.S. HIGHWAY 76, 4.1 MILES
 EB4200'(6.6 KM) EAST NORTHEAST OF TIMMONSVILLE, GO WEST ON HIGHWAY 76 FOR
 EB4200'0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 545 AND THE STATION
 EB4200'IN THE NORTHEAST ANGLE BEHIND A CHAIN LINK FENCE LINE AT THE ENTRANCE
 EB4200'DRIVEWAY LEADING TO YOUNGS PLANTATION INN. STATION IS A CONCRETE POST
 EB4200'FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) BELOW THE HIGHWAY, 55.4
 EB4200'FEET (16.9 M) SOUTH OF A METAL SECURITY LIGHT POST DA95, 53.4 FEET
 EB4200'(16.3 M) SOUTHEAST OF POWER LINE STUB POLE DA94 WITH GUY WIRE, 4.3
 EB4200'FEET (1.3 M) NORTH OF THE CHAIN LINK FENCE CORNER POST, 53.7 FEET
 EB4200'(16.4 M) NORTH OF THE WESTBOUND LANES OF THE HIGHWAY, 40.5 FEET
 EB4200'(12.3 M) EAST NORTHEAST OF THE EAST END OF A 2.0-FOOT CONCRETE PIPE
 EB4200'CULVERT BENEATH ROAD 545, 18.7 FEET (5.7 M) SOUTHWEST OF A METAL SIGN
 EB4200'POST WITH AN ELECTRIC METER ATTACHED FOR YOUNGS PLANTATION INN, 75.8
 EB4200'FEET (23.1 M) SOUTH OF THE CENTER OF THE DRIVEWAY. DESCRIBED BY T.
 EB4200'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4199 ***********************************************************************
 EB4199  DESIGNATION -  21 064 X
 EB4199  PID         -  EB4199
 EB4199  STATE/COUNTY-  SC/FLORENCE
 EB4199  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4199
 EB4199                         *CURRENT SURVEY CONTROL
 EB4199  ___________________________________________________________________
 EB4199* NAD 83(1986)-  34 08 55.     (N)    079 53 41.     (W)     SCALED    
 EB4199* NAVD 88     -        43.750  (meters)     143.54   (feet)  ADJUSTED  
 EB4199  ___________________________________________________________________
 EB4199  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EB4199  DYNAMIC HT  -          43.708 (meters)     143.40  (feet)  COMP
 EB4199  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 EB4199
 EB4199  VERT ORDER  -  FIRST     CLASS II
 EB4199
 EB4199.The horizontal coordinates were scaled from a topographic map and have
 EB4199.an estimated accuracy of +/- 6 seconds.
 EB4199
 EB4199.The orthometric height was determined by differential leveling
 EB4199.and adjusted by the National Geodetic Survey in June 1994..
 EB4199
 EB4199.The geoid height was determined by GEOID03.
 EB4199
 EB4199.The dynamic height is computed by dividing the NAVD 88
 EB4199.geopotential number by the normal gravity value computed on the
 EB4199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4199.degrees latitude (g = 980.6199 gals.).
 EB4199
 EB4199.The modeled gravity was interpolated from observed gravity values.
 EB4199
 EB4199;                    North         East    Units  Estimated Accuracy
 EB4199;SPC SC       -   257,300.      711,510.      MT  (+/- 180 meters Scaled)
 EB4199
 EB4199                          SUPERSEDED SURVEY CONTROL
 EB4199
 EB4199.No superseded survey control is available for this station.
 EB4199
 EB4199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT018791(NAD 83)
 EB4199_MARKER: DD = SURVEY DISK
 EB4199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4199_SP_SET: CONCRETE POST
 EB4199_STAMPING: 21 064 X 1993
 EB4199_MARK LOGO: SCGS  
 EB4199_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4199+STABILITY: SURFACE MOTION
 EB4199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4199+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4199
 EB4199  HISTORY     - Date     Condition        Report By
 EB4199  HISTORY     - 1993     MONUMENTED       SCGS
 EB4199
 EB4199                          STATION DESCRIPTION
 EB4199
 EB4199'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4199'STATION IS LOCATED 2.7 MILES (4.3 KM) EAST NORTHEAST OF TIMMONSVILLE.
 EB4199'OWNERSHIP--BOB WEAVER, U.S. 76 AT ALLIGATOR ROAD, ROUTE 4, BOX 134 A,
 EB4199'TIMMONSVILLE, SC 29161, PHONE 803-346-5800. TO REACH THE STATION FROM
 EB4199'THE JUNCTION OVERPASS OF INTERSTATE 95 AND U.S. HIGHWAY 76, 4.1 MILES
 EB4199'(6.6 KM) EAST NORTHEAST OF TIMMONSVILLE, GO WEST ON HIGHWAY 76 FOR
 EB4199'1.4 MILES (2.3 KM) TO THE JUNCTION OF STATE ROAD 107 (ALLIGATOR ROAD)
 EB4199', TURN LEFT ON ROAD 107 FOR 0.05 MILE (0.08 KM) TO A DRIVEWAY RIGHT
 EB4199'LEADING TO WEAVER ENGINEERING AND NESBITT SURVEYING AND THE STATION
 EB4199'NEAR THE WOODEN SIGN FOR THE BUSINESSES IN THE SOUTHEAST ANGLE OF THE
 EB4199'DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EB4199'WITH THE ROAD, 27.0 FEET (8.2 M) SOUTHEAST OF THE CENTER OF A METAL
 EB4199'WATER METER COVER, 5.7 FEET (1.7 M) EAST OF THE EAST WOODEN SIGN POST
 EB4199'WITH A SCGS REFERENCE WASHER ATTACHED, 36.0 FEET (11.0 M) EAST
 EB4199'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 44.2 FEET (13.5 M) SOUTH
 EB4199'SOUTHWEST OF THE CENTER OF THE ROAD, 54.4 FEET (16.6 M) NORTH OF THE
 EB4199'NORTHWEST CORNER OF THE BUILDING, 11.0 FEET (3.4 M) SOUTH OF THE
 EB4199'METAL POST OF A LIGHT FOR THE SIGN, 5.7 FEET (1.7 M) EAST OF A
 EB4199'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4198 ***********************************************************************
 EB4198  DESIGNATION -  21 065 X
 EB4198  PID         -  EB4198
 EB4198  STATE/COUNTY-  SC/FLORENCE
 EB4198  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4198
 EB4198                         *CURRENT SURVEY CONTROL
 EB4198  ___________________________________________________________________
 EB4198* NAD 83(1986)-  34 08 41.     (N)    079 54 48.     (W)     SCALED    
 EB4198* NAVD 88     -        39.469  (meters)     129.49   (feet)  ADJUSTED  
 EB4198  ___________________________________________________________________
 EB4198  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EB4198  DYNAMIC HT  -          39.431 (meters)     129.37  (feet)  COMP
 EB4198  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 EB4198
 EB4198  VERT ORDER  -  FIRST     CLASS II
 EB4198
 EB4198.The horizontal coordinates were scaled from a topographic map and have
 EB4198.an estimated accuracy of +/- 6 seconds.
 EB4198
 EB4198.The orthometric height was determined by differential leveling
 EB4198.and adjusted by the National Geodetic Survey in June 1994..
 EB4198
 EB4198.The geoid height was determined by GEOID03.
 EB4198
 EB4198.The dynamic height is computed by dividing the NAVD 88
 EB4198.geopotential number by the normal gravity value computed on the
 EB4198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4198.degrees latitude (g = 980.6199 gals.).
 EB4198
 EB4198.The modeled gravity was interpolated from observed gravity values.
 EB4198
 EB4198;                    North         East    Units  Estimated Accuracy
 EB4198;SPC SC       -   256,850.      709,800.      MT  (+/- 180 meters Scaled)
 EB4198
 EB4198                          SUPERSEDED SURVEY CONTROL
 EB4198
 EB4198.No superseded survey control is available for this station.
 EB4198
 EB4198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT001787(NAD 83)
 EB4198_MARKER: DD = SURVEY DISK
 EB4198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4198_SP_SET: CONCRETE POST
 EB4198_STAMPING: 21 065 X 1993
 EB4198_MARK LOGO: SCGS  
 EB4198_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4198+STABILITY: SURFACE MOTION
 EB4198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4198+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4198
 EB4198  HISTORY     - Date     Condition        Report By
 EB4198  HISTORY     - 1993     MONUMENTED       SCGS
 EB4198
 EB4198                          STATION DESCRIPTION
 EB4198
 EB4198'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4198'STATION IS LOCATED 1.7 MILES (2.7 KM) NORTHEAST OF TIMMONSVILLE.
 EB4198'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4198'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4198'JUNCTION OF U.S. HIGHWAY 76, STATE HIGHWAY 403 AND STATE ROAD 83 IN
 EB4198'TIMMONSVILLE, GO NORTHEAST ON HIGHWAY 76 FOR 1.2 MILES (1.9 KM) TO
 EB4198'THE JUNCTION OF STATE ROAD 18, CONTINUE ON HIGHWAY 76 FOR 0.45 MILE
 EB4198'(0.72 KM) TO A CONCRETE DRIVEWAY LEFT LEADING TO A BRICK HOUSE AND
 EB4198'THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE NEAR THE SOUTH
 EB4198'END OF A TALL CONCRETE BLOCK WALL ON THE WEST PROPERTY LINE. STATION
 EB4198'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 EB4198'39.2 FEET (11.9 M) NORTH OF THE CENTER OF THE HIGHWAY, 7.7 FEET
 EB4198'(2.3 M) NORTHWEST OF THE NORTHWEST CORNER OF THE WEST CONCRETE
 EB4198'HEADWALL OF A CULVERT BENEATH THE HIGHWAY, 5.3 FEET (1.6 M) EAST
 EB4198'NORTHEAST OF THE POWER POLE DE39, 18.3 FEET (5.6 M) WEST OF THE
 EB4198'CENTER OF THE DRIVEWAY, 2.5 FEET (0.8 M) EAST NORTHEAST OF THE
 EB4198'SOUTHEAST CORNER OF THE CONCRETE BLOCK WALL, 5.5 FEET (1.7 M) EAST
 EB4198'NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2111 ***********************************************************************
 DD2111  DESIGNATION -  21 072
 DD2111  PID         -  DD2111
 DD2111  STATE/COUNTY-  SC/FLORENCE
 DD2111  USGS QUAD   -  GRESHAM (1990)
 DD2111
 DD2111                         *CURRENT SURVEY CONTROL
 DD2111  ___________________________________________________________________
 DD2111* NAD 83(1986)-  33 54 10.     (N)    079 26 11.     (W)     SCALED    
 DD2111* NAVD 88     -        18.709  (meters)      61.38   (feet)  ADJUSTED  
 DD2111  ___________________________________________________________________
 DD2111  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DD2111  DYNAMIC HT  -          18.690 (meters)      61.32  (feet)  COMP
 DD2111  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 DD2111
 DD2111  VERT ORDER  -  FIRST     CLASS II
 DD2111
 DD2111.The horizontal coordinates were scaled from a topographic map and have
 DD2111.an estimated accuracy of +/- 6 seconds.
 DD2111
 DD2111.The orthometric height was determined by differential leveling
 DD2111.and adjusted by the National Geodetic Survey in June 1991..
 DD2111
 DD2111.The geoid height was determined by GEOID03.
 DD2111
 DD2111.The dynamic height is computed by dividing the NAVD 88
 DD2111.geopotential number by the normal gravity value computed on the
 DD2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2111.degrees latitude (g = 980.6199 gals.).
 DD2111
 DD2111.The modeled gravity was interpolated from observed gravity values.
 DD2111
 DD2111;                    North         East    Units  Estimated Accuracy
 DD2111;SPC SC       -   230,590.      754,180.      MT  (+/- 180 meters Scaled)
 DD2111
 DD2111                          SUPERSEDED SURVEY CONTROL
 DD2111
 DD2111  NGVD 29 (03/21/89)   19.016  (m)           62.39   (f) ADJUSTED    1 2
 DD2111
 DD2111.Superseded values are not recommended for survey control.
 DD2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2111.See file dsdata.txt to determine how the superseded data were derived.
 DD2111
 DD2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT445524(NAD 83)
 DD2111_MARKER: DD = SURVEY DISK
 DD2111_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DD2111_SP_SET: BRIDGE WINGWALL
 DD2111_STAMPING: VERT 21 072 1987
 DD2111_MARK LOGO: SCGS  
 DD2111_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2111+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 DD2111
 DD2111  HISTORY     - Date     Condition        Report By
 DD2111  HISTORY     - 1987     MONUMENTED       SCGS
 DD2111  HISTORY     - 19930519 GOOD             SCGS
 DD2111  HISTORY     - 20011031 GOOD             SCGS
 DD2111
 DD2111                          STATION DESCRIPTION
 DD2111
 DD2111'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2111'9.5 KM (5.9 MI) NORTH FROM JOHNSONVILLE.
 DD2111'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 DD2111'6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2111'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2111'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2111'GOES NORTHWEST) IN KINGSBURG, CONTINUE 0.5 KM (0.3 MI)
 DD2111'NORTH-NORTHEAST ALONG HIGHWAY 41 TO THE JUNCTION OF U.S. HIGHWAY
 DD2111'378, CONTINUE 2.55 KM (1.6 MI) NORTHEASTERLY ALONG HIGHWAY 378 AND
 DD2111'41, SET ON THE OUTSIDE OF THE RAILING IN THE ABUTMENT AT THE WEST
 DD2111'CORNER OF THE GREAT PEE DEE RIVER BRIDGE, 4.95 METERS (16.2 FT)
 DD2111'NORTHWEST OF THE CENTER OF THE HIGHWAY.
 DD2111'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 DD2111
 DD2111                          STATION RECOVERY (1993)
 DD2111
 DD2111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2111'STATION IS LOCATED 2.1 MILES (3.4 KM) NORTH NORTHWEST OF POSTON, 5.9
 DD2111'MILES (9.5 KM) NORTH OF JOHNSONVILLE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD2111'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD2111'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD2111'378 AND STATE HIGHWAY 41 IN THE KINGSBURG AREA, 4.4 MILES (7.1 KM)
 DD2111'NORTH OF JOHNSONVILLE, GO NORTH NORTHEAST ON HIGHWAYS 378 AND 41 FOR
 DD2111'1.6 MILES (2.6 KM) TO THE WEST END OF THE BRIDGE OVER THE GREAT PEE
 DD2111'DEE RIVER AND THE STATION ON THE LEFT IN THE WINGWALL OF THE BRIDGE.
 DD2111'STATION IS A DRILL MARK IN THE WINGWALL OF THE BRIDGE AND 1.0 FOOT
 DD2111'(0.3 M) ABOVE THE HIGHWAY, 16.0 FEET (4.9 M) NORTHWEST OF THE CENTER
 DD2111'OF THE HIGHWAY, 0.7 FOOT (21.3 CM) NORTH OF A WITNESS POST. RECOVERED
 DD2111'BY T. HALL.
 DD2111
 DD2111                          STATION RECOVERY (2001)
 DD2111
 DD2111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD2111'STATION IS LOCATED 5.9 MILES (9.5 KM) NORTH OF JOHNSONVILLE, 27.5
 DD2111'MILES (44.3 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD2111'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD2111'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD2111'HIGHWAYS 41/51, U.S.  HIGHWAY 378 (EAST-WEST MYRTLE BEACH HIGHWAY) AND
 DD2111'STATE ROAD 57 (OLD RIVER ROAD) , 4.5 MILES (7.2 KM) NORTH OF
 DD2111'JOHNSONVILLE, GO EAST NORTHEAST ON HIGHWAY 378 FOR 1.75 MILES (2.82
 DD2111'KM) TO THE STATION ON THE LEFT AT THE WEST END OF THE BRIDGE OVER THE
 DD2111'GREAT PEE DEE RIVER.  STATION IS A DISK SET INTO THE WINGWALL OF THE
 DD2111'BRIDGE AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 16.2 FEET (4.9 M)
 DD2111'NORTHWEST OF THE CENTER OF THE HIGHWAY, 0.4 FOOT (12.2 CM) NORTHEAST
 DD2111'OF THE WEST END OF THE BRIDGE, 6.4 FEET (2.0 M) EAST NORTHEAST OF A
 DD2111'FIBERGLASS UNDERGROUND CABLE WARNING POST, 0.7 FOOT (21.3 CM) NORTH OF
 DD2111'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2112 ***********************************************************************
 DD2112  DESIGNATION -  21 073
 DD2112  PID         -  DD2112
 DD2112  STATE/COUNTY-  SC/FLORENCE
 DD2112  USGS QUAD   -  GRESHAM (1990)
 DD2112
 DD2112                         *CURRENT SURVEY CONTROL
 DD2112  ___________________________________________________________________
 DD2112* NAD 83(1986)-  33 53 35.     (N)    079 26 54.     (W)     SCALED    
 DD2112* NAVD 88     -        23.359  (meters)      76.64   (feet)  ADJUSTED  
 DD2112  ___________________________________________________________________
 DD2112  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DD2112  DYNAMIC HT  -          23.335 (meters)      76.56  (feet)  COMP
 DD2112  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 DD2112
 DD2112  VERT ORDER  -  FIRST     CLASS II
 DD2112
 DD2112.The horizontal coordinates were scaled from a topographic map and have
 DD2112.an estimated accuracy of +/- 6 seconds.
 DD2112
 DD2112.The orthometric height was determined by differential leveling
 DD2112.and adjusted by the National Geodetic Survey in June 1991..
 DD2112
 DD2112.The geoid height was determined by GEOID03.
 DD2112
 DD2112.The dynamic height is computed by dividing the NAVD 88
 DD2112.geopotential number by the normal gravity value computed on the
 DD2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2112.degrees latitude (g = 980.6199 gals.).
 DD2112
 DD2112.The modeled gravity was interpolated from observed gravity values.
 DD2112
 DD2112;                    North         East    Units  Estimated Accuracy
 DD2112;SPC SC       -   229,490.      753,100.      MT  (+/- 180 meters Scaled)
 DD2112
 DD2112                          SUPERSEDED SURVEY CONTROL
 DD2112
 DD2112  NGVD 29 (03/21/89)   23.666  (m)           77.64   (f) ADJUSTED    1 2
 DD2112
 DD2112.Superseded values are not recommended for survey control.
 DD2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2112.See file dsdata.txt to determine how the superseded data were derived.
 DD2112
 DD2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT434513(NAD 83)
 DD2112_MARKER: DD = SURVEY DISK
 DD2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2112_SP_SET: CONCRETE POST
 DD2112_STAMPING: VERT 21 073 1987
 DD2112_MARK LOGO: SCGS  
 DD2112_PROJECTION: FLUSH
 DD2112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2112+STABILITY: SURFACE MOTION
 DD2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2112+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 DD2112
 DD2112  HISTORY     - Date     Condition        Report By
 DD2112  HISTORY     - 1987     MONUMENTED       SCGS
 DD2112  HISTORY     - 19930519 GOOD             SCGS
 DD2112  HISTORY     - 20011031 GOOD             SCGS
 DD2112
 DD2112                          STATION DESCRIPTION
 DD2112
 DD2112'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2112'8.3 KM (5.15 MI) NORTH FROM JOHNSONVILLE.
 DD2112'THE MARK IS ABOVE LEVEL WITH THE WOODS ROAD.
 DD2112'6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2112'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2112'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2112'GOES NORTHWEST) IN KINGSBURG, CONTINUE 0.5 KM (0.3 MI)
 DD2112'NORTH-NORTHEAST ALONG HIGHWAY 41 TO THE JUNCTION OF U.S. HIGHWAY
 DD2112'378, CONTINUE 1.05 KM (0.65 MI) NORTHEASTERLY ALONG HIGHWAYS 378 AND
 DD2112'41, SET NEAR THE NORTHEAST CORNER OF AND IN LINE WITH THE NORTH SIDE
 DD2112'OF A CONCRETE BLOCK HOUSE BEHIND A MOBILE HOME, 82.8 METERS (271.7
 DD2112'FT) WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 1.05 METERS (3.4 FT)
 DD2112'EAST-SOUTHEAST OF THE CORNER OF THE BLOCK HOUSE, 8.2 METERS (26.9 FT)
 DD2112'NORTH OF THE CENTER OF A WOODS ROAD, 24.6 METERS (80.7 FT) NORTHWEST
 DD2112'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING THE HOME,
 DD2112'23.5 METERS (77.1 FT) WEST-SOUTHWEST OF A 25-FT WOODEN TELEVISION
 DD2112'ANTENNA POLE.
 DD2112
 DD2112                          STATION RECOVERY (1993)
 DD2112
 DD2112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2112'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTHWEST OF POSTON, 5.2 MILES
 DD2112'(8.4 KM) NORTH OF JOHNSONVILLE. OWNERSHIP--ALLEN KELLY, OLD RIVER
 DD2112'ROAD, JOHNSONVILLE, SC 29555, PHONE 803-386-2455. TO REACH THE
 DD2112'STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 41 IN
 DD2112'THE KINGSBURG AREA, 4.4 MILES (7.1 KM) NORTH OF JOHNSONVILLE, GO
 DD2112'NORTH NORTHEAST ON HIGHWAYS 378 AND 41 FOR 0.65 MILE (1.05 KM) TO A
 DD2112'DRIVEWAY LEFT, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO A
 DD2112'CONCRETE BLOCK SHED BEHIND A MOBILE HOME WITH A CHAIN LINK FENCE AND
 DD2112'THE STATION NEAR THE NORTHEAST CORNER OF THE SHED. STATION IS A
 DD2112'CONCRETE POST FLUSH WITH THE GROUND, 3.5 FEET (1.1 M) EAST SOUTHEAST
 DD2112'OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK BUILDING, 76.8 FEET
 DD2112'(23.4 M) EAST OF A TALL WOODEN POST WITH A TELEVISION ANTENNA
 DD2112'ATTACHED, 82.0 FEET (25.0 M) NORTHWEST OF THE SOUTHWEST CHAIN LINK
 DD2112'CORNER POST, 270.0 FEET (82.3 M) WEST NORTHWEST OF THE CENTER OF THE
 DD2112'HIGHWAY. RECOVERED BY T. HALL.
 DD2112
 DD2112                          STATION RECOVERY (2001)
 DD2112
 DD2112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD2112'STATION IS LOCATED 5.2 MILES (8.4 KM) NORTH OF JOHNSONVILLE, 27.55
 DD2112'MILES (44.34 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--ALLEN KELLY, 255
 DD2112'EAST MYRTLE BEACH HIGHWAY, JOHNSONVILLE, SC 29555.  TO REACH THE
 DD2112'STATION FROM THE JUNCTION OF STATE HIGHWAYS 41/51, U.S.  HIGHWAY 378
 DD2112'(EAST-WEST MYRTLE BEACH HIGHWAY) AND STATE ROAD 57 (OLD RIVER ROAD) ,
 DD2112'4.5 MILES (7.2 KM) NORTH OF JOHNSONVILLE, GO EAST NORTHEAST ON HIGHWAY
 DD2112'378 FOR 0.8 MILE (1.3 KM) TO A SAND DRIVEWAY LEFT LEADING TO A MOBILE
 DD2112'HOME NUMBER 255, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO
 DD2112'THE STATION ON THE RIGHT NEAR A CINDER BLOCK WORK SHED. STATION IS A
 DD2112'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE DRIVEWAY,
 DD2112'3.4 FEET (1.0 M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE SHED,
 DD2112'77.1 FEET (23.5 M) WEST OF A TV ANTENNA TELEPHONE POST, 64.3 FEET
 DD2112'(19.6 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF A CINDER BLOCK
 DD2112'BARBEQUE PIT, 28.2 FEET (8.6 M) NORTH NORTHEAST OF THE EXTENDED CENTER
 DD2112'OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2113 ***********************************************************************
 DD2113  DESIGNATION -  21 074
 DD2113  PID         -  DD2113
 DD2113  STATE/COUNTY-  SC/FLORENCE
 DD2113  USGS QUAD   -  GRESHAM (1990)
 DD2113
 DD2113                         *CURRENT SURVEY CONTROL
 DD2113  ___________________________________________________________________
 DD2113* NAD 83(1986)-  33 52 51.     (N)    079 27 05.     (W)     SCALED    
 DD2113* NAVD 88     -        22.676  (meters)      74.40   (feet)  ADJUSTED  
 DD2113  ___________________________________________________________________
 DD2113  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DD2113  DYNAMIC HT  -          22.654 (meters)      74.32  (feet)  COMP
 DD2113  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 DD2113
 DD2113  VERT ORDER  -  FIRST     CLASS II
 DD2113
 DD2113.The horizontal coordinates were scaled from a topographic map and have
 DD2113.an estimated accuracy of +/- 6 seconds.
 DD2113
 DD2113.The orthometric height was determined by differential leveling
 DD2113.and adjusted by the National Geodetic Survey in June 1991..
 DD2113
 DD2113.The geoid height was determined by GEOID03.
 DD2113
 DD2113.The dynamic height is computed by dividing the NAVD 88
 DD2113.geopotential number by the normal gravity value computed on the
 DD2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2113.degrees latitude (g = 980.6199 gals.).
 DD2113
 DD2113.The modeled gravity was interpolated from observed gravity values.
 DD2113
 DD2113;                    North         East    Units  Estimated Accuracy
 DD2113;SPC SC       -   228,130.      752,830.      MT  (+/- 180 meters Scaled)
 DD2113
 DD2113                          SUPERSEDED SURVEY CONTROL
 DD2113
 DD2113  NGVD 29 (03/21/89)   22.984  (m)           75.41   (f) ADJUSTED    1 2
 DD2113
 DD2113.Superseded values are not recommended for survey control.
 DD2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2113.See file dsdata.txt to determine how the superseded data were derived.
 DD2113
 DD2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT432500(NAD 83)
 DD2113_MARKER: DD = SURVEY DISK
 DD2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2113_SP_SET: CONCRETE POST
 DD2113_STAMPING: VERT 21 074 1987
 DD2113_MARK LOGO: SCGS  
 DD2113_PROJECTION: RECESSED 1 CENTIMETERS
 DD2113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2113+STABILITY: SURFACE MOTION
 DD2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2113+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 DD2113
 DD2113  HISTORY     - Date     Condition        Report By
 DD2113  HISTORY     - 1987     MONUMENTED       SCGS
 DD2113  HISTORY     - 19930519 GOOD             SCGS
 DD2113  HISTORY     - 20011031 GOOD             SCGS
 DD2113  HISTORY     - 20040905 GOOD             USPSQD
 DD2113  HISTORY     - 20051230 GOOD             USPSQD
 DD2113
 DD2113                          STATION DESCRIPTION
 DD2113
 DD2113'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2113'6.9 KM (4.3 MI) NORTH FROM JOHNSONVILLE.
 DD2113'THE MARK IS 0.2 M ABOVE THE ROAD.
 DD2113'6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2113'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2113'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2113'GOES NORTHWEST) IN KINGSBURG, CONTINUE 0.15 KM (0.1 MI)
 DD2113'NORTH-NORTHEAST ALONG HIGHWAY 41, THENCE 0.1 KM (0.05 MI)
 DD2113'WEST-NORTHWEST ALONG A DRIVEWAY TO THE KINGSBURG BAPTIST CHURCH, SET
 DD2113'BEHIND THE CHURCH AND IN LINE WITH THE BACK FACE OF A CONCRETE BLOCK
 DD2113'BUILDING AND THE FRONT FACE OF A BRICK HOUSE, 37.8 METERS (124.0 FT)
 DD2113'EAST-NORTHEAST OF THE CENTER OF STATE ROAD 57, 6.95 METERS (22.8 FT)
 DD2113'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN PORTION OF THE
 DD2113'CHURCH, 4.92 METERS (16.1 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER
 DD2113'OF THE BLOCK BUILDING, 20.8 METERS (68.2 FT) SOUTH-SOUTHEAST OF THE
 DD2113'SOUTHWEST CORNER OF THE BRICK HOUSE, 15.3 METERS (50.2 FT) SOUTHEAST
 DD2113'OF A POWER POLE NUMBER 1 WITH THREE GUY WIRES, TWO TRANSFORMERS, AND
 DD2113'A SECURITY LIGHT, 5.9 METERS (19.4 FT) SOUTHEAST OF A 40-INCH WATER
 DD2113'OAK TREE.
 DD2113
 DD2113                          STATION RECOVERY (1993)
 DD2113
 DD2113'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2113'STATION IS LOCATED 1.5 MILES (2.4 KM) WEST NORTHWEST OF POSTON, 4.4
 DD2113'MILES (7.1 KM) NORTH OF JOHNSONVILLE. OWNERSHIP--KINGSBURG BAPTIST
 DD2113'CHURCH. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378
 DD2113'AND STATE HIGHWAY 51 IN THE KINGSBURG AREA, 4.4 MILES (7.1 KM) NORTH
 DD2113'OF JOHNSONVILLE, GO EAST ON HIGHWAY 378 FOR 0.1 MILE (0.2 KM) TO A
 DD2113'DRIVEWAY LEFT LEADING BETWEEN A BRICK HOUSE AND THE KINGSBURG BAPTIST
 DD2113'CHURCH, TURN LEFT ON THE DRIVEWAY TO THE STATION ON THE RIGHT BEHIND
 DD2113'THE CHURCH AND NEAR THE NORTHEAST CORNER. STATION IS A CONCRETE POST
 DD2113'FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 16.1 FEET (4.9 M)
 DD2113'WEST SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING
 DD2113'BEHIND THE CHURCH, 13.8 FEET (4.2 M) NORTH NORTHEAST OF THE NORTHEAST
 DD2113'CORNER OF THE CHURCH, 19.5 FEET (5.9 M) SOUTHEAST OF A 4.0-FOOT LIVE
 DD2113'OAK TREE, 68.5 FEET (20.9 M) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER
 DD2113'OF A BRICK HOUSE ON THE NORTH SIDE OF THE CHURCH, 12.6 FEET (3.8 M)
 DD2113'NORTH NORTHWEST OF THE NORTH EDGE OF A CONCRETE SIDEWALK BETWEEN THE
 DD2113'BUILDINGS AT THE REAR OF THE CHURCH. RECOVERED BY T. HALL.
 DD2113
 DD2113                          STATION RECOVERY (2001)
 DD2113
 DD2113'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD2113'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTH OF JOHNSONVILLE, 28.1
 DD2113'MILES (45.2 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--KINGSBURG BAPTIST
 DD2113'CHURCH, C/O REVEREND ROBERT JONES, ROUTE 1 BOX 71, 1730 SOUTH OLD
 DD2113'RIVER ROAD, JOHNSONVILLE, SC 29555, PHONE 843-386-3052.  TO REACH THE
 DD2113'STATION FROM THE JUNCTION OF STATE HIGHWAYS 41/51, U.S.  HIGHWAY 378
 DD2113'(EAST-WEST MYRTLE BEACH HIGHWAY) AND STATE ROAD 57 (OLD RIVER ROAD) ,
 DD2113'4.5 MILES (7.2 KM) NORTH OF JOHNSONVILLE, GO SOUTH SOUTHEAST ON ROAD
 DD2113'57 AND HIGHWAYS 51/41 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE
 DD2113'LEFT MIDWAY BETWEEN THE REAR OF THE KINGSBURG BAPTIST CHURCH AND ITS
 DD2113'CINDER BLOCK FELLOWSHIP BUILDING.  STATION IS A CONCRETE POST FLUSH
 DD2113'WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 13.8 FEET (4.2
 DD2113'M) NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 12.2 FEET (3.7 M)
 DD2113'NORTH NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE SIDEWALK LINKING
 DD2113'THE BUILDINGS, 16.1 FEET (4.9 M) WEST OF THE NORTHWEST CORNER OF THE
 DD2113'FELLOWSHIP BUILDING, 68.1 FEET (20.8 M) SOUTH OF THE SOUTHWEST CORNER
 DD2113'OF THE BRICK CHURCH RECTORY, 19.0 FEET (5.8 M) SOUTHEAST OF A 3.8-FOOT
 DD2113'OAK TREE.
 DD2113
 DD2113                          STATION RECOVERY (2004)
 DD2113
 DD2113'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2113'RECOVERED IN GOOD CONDITION.
 DD2113
 DD2113                          STATION RECOVERY (2005)
 DD2113
 DD2113'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2122 ***********************************************************************
 DD2122  DESIGNATION -  21 075
 DD2122  PID         -  DD2122
 DD2122  STATE/COUNTY-  SC/FLORENCE
 DD2122  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2122
 DD2122                         *CURRENT SURVEY CONTROL
 DD2122  ___________________________________________________________________
 DD2122* NAD 83(1986)-  33 50 39.     (N)    079 26 54.     (W)     SCALED    
 DD2122* NAVD 88     -        11.474  (meters)      37.64   (feet)  ADJUSTED  
 DD2122  ___________________________________________________________________
 DD2122  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DD2122  DYNAMIC HT  -          11.462 (meters)      37.60  (feet)  COMP
 DD2122  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 DD2122
 DD2122  VERT ORDER  -  FIRST     CLASS II
 DD2122
 DD2122.The horizontal coordinates were scaled from a topographic map and have
 DD2122.an estimated accuracy of +/- 6 seconds.
 DD2122
 DD2122.The orthometric height was determined by differential leveling
 DD2122.and adjusted by the National Geodetic Survey in June 1991..
 DD2122
 DD2122.The geoid height was determined by GEOID03.
 DD2122
 DD2122.The dynamic height is computed by dividing the NAVD 88
 DD2122.geopotential number by the normal gravity value computed on the
 DD2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2122.degrees latitude (g = 980.6199 gals.).
 DD2122
 DD2122.The modeled gravity was interpolated from observed gravity values.
 DD2122
 DD2122;                    North         East    Units  Estimated Accuracy
 DD2122;SPC SC       -   224,070.      753,180.      MT  (+/- 180 meters Scaled)
 DD2122
 DD2122                          SUPERSEDED SURVEY CONTROL
 DD2122
 DD2122  NGVD 29 (03/21/89)   11.782  (m)           38.65   (f) ADJUSTED    1 2
 DD2122
 DD2122.Superseded values are not recommended for survey control.
 DD2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2122.See file dsdata.txt to determine how the superseded data were derived.
 DD2122
 DD2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT435459(NAD 83)
 DD2122_MARKER: DD = SURVEY DISK
 DD2122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD2122_SP_SET: BRIDGE ABUTMENT
 DD2122_STAMPING: VERT 21 075 1987
 DD2122_MARK LOGO: SCGS  
 DD2122_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2122+STABILITY: SURFACE MOTION
 DD2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2122+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 DD2122
 DD2122  HISTORY     - Date     Condition        Report By
 DD2122  HISTORY     - 1987     MONUMENTED       SCGS
 DD2122  HISTORY     - 20011031 GOOD             SCGS
 DD2122  HISTORY     - 20040905 GOOD             USPSQD
 DD2122  HISTORY     - 20051230 GOOD             USPSQD
 DD2122
 DD2122                          STATION DESCRIPTION
 DD2122
 DD2122'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2122'2.9 KM (1.8 MI) NORTH FROM JOHNSONVILLE.
 DD2122'2.8 KM (1.75 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51 (GEORGETOWN
 DD2122'ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE ROAD 120 (EAST
 DD2122'BROADWAY STREET) IN JOHNSONVILLE, SET IN THE TOP OF THE ABUTMENT AT
 DD2122'THE NORTHWEST CORNER OF A BRIDGE, 0.4 KM (0.25 MI) NORTH OF THE NORTH
 DD2122'END OF THE LYNCHES RIVER BRIDGE, 5.43 METERS (17.8 FT) EAST OF THE
 DD2122'CENTER OF THE HIGHWAY.
 DD2122'THE MARK IS 0.19 METERS  S FROM  A WITNESS POST
 DD2122'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 DD2122
 DD2122                          STATION RECOVERY (2001)
 DD2122
 DD2122'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD2122'STATION IS LOCATED 1.85 MILES (2.98 KM) NORTH OF JOHNSONVILLE, 30.2
 DD2122'MILES (48.6 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD2122'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD2122'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD2122'HIGHWAYS 41/51, U.S.  HIGHWAY 378 (EAST-WEST MYRTLE BEACH HIGHWAY) AND
 DD2122'STATE ROAD 57 (OLD RIVER ROAD) , 4.5 MILES (7.2 KM) NORTH OF
 DD2122'JOHNSONVILLE, GO NORTH NORTHWEST ON HIGHWAYS 41 AND 51 FOR 1.75 MILES
 DD2122'(2.82 KM) TO THE STATION ON THE LEFT IN THE NORTH END OF A CONCRETE
 DD2122'BRIDGE.  STATION IS A DISK SET IN THE BRIDGE AND 0.5 FOOT (15.2 CM)
 DD2122'ABOVE THE HIGHWAY, 4.6 FEET (1.4 M) EAST SOUTHEAST OF A METAL
 DD2122'TELEPHONE JUNCTION BOX NUMBER 40, 18.2 FEET (5.5 M) WEST OF THE CENTER
 DD2122'OF THE HIGHWAY, 0.4 FOOT (12.2 CM) SOUTH OF THE NORTH END OF THE
 DD2122'BRIDGE, 0.7 FOOT (21.3 CM) SOUTHEAST OF A WITNESS POST.
 DD2122
 DD2122                          STATION RECOVERY (2004)
 DD2122
 DD2122'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2122'RECOVERED IN GOOD CONDITION.
 DD2122
 DD2122                          STATION RECOVERY (2005)
 DD2122
 DD2122'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2123 ***********************************************************************
 DD2123  DESIGNATION -  21 076
 DD2123  PID         -  DD2123
 DD2123  STATE/COUNTY-  SC/FLORENCE
 DD2123  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2123
 DD2123                         *CURRENT SURVEY CONTROL
 DD2123  ___________________________________________________________________
 DD2123* NAD 83(1986)-  33 49 50.     (N)    079 26 51.     (W)     SCALED    
 DD2123* NAVD 88     -        23.418  (meters)      76.83   (feet)  ADJUSTED  
 DD2123  ___________________________________________________________________
 DD2123  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DD2123  DYNAMIC HT  -          23.395 (meters)      76.76  (feet)  COMP
 DD2123  MODELED GRAV-     979,634.7   (mgal)                       NAVD 88
 DD2123
 DD2123  VERT ORDER  -  FIRST     CLASS II
 DD2123
 DD2123.The horizontal coordinates were scaled from a topographic map and have
 DD2123.an estimated accuracy of +/- 6 seconds.
 DD2123
 DD2123.The orthometric height was determined by differential leveling
 DD2123.and adjusted by the National Geodetic Survey in June 1991..
 DD2123
 DD2123.The geoid height was determined by GEOID03.
 DD2123
 DD2123.The dynamic height is computed by dividing the NAVD 88
 DD2123.geopotential number by the normal gravity value computed on the
 DD2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2123.degrees latitude (g = 980.6199 gals.).
 DD2123
 DD2123.The modeled gravity was interpolated from observed gravity values.
 DD2123
 DD2123;                    North         East    Units  Estimated Accuracy
 DD2123;SPC SC       -   222,560.      753,280.      MT  (+/- 180 meters Scaled)
 DD2123
 DD2123                          SUPERSEDED SURVEY CONTROL
 DD2123
 DD2123  NGVD 29 (03/21/89)   23.727  (m)           77.84   (f) ADJUSTED    1 2
 DD2123
 DD2123.Superseded values are not recommended for survey control.
 DD2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2123.See file dsdata.txt to determine how the superseded data were derived.
 DD2123
 DD2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT436444(NAD 83)
 DD2123_MARKER: DD = SURVEY DISK
 DD2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2123_SP_SET: CONCRETE POST
 DD2123_STAMPING: VERT 21 076 1987
 DD2123_MARK LOGO: SCGS  
 DD2123_PROJECTION: RECESSED 2 CENTIMETERS
 DD2123_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2123+STABILITY: SURFACE MOTION
 DD2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2123+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 DD2123
 DD2123  HISTORY     - Date     Condition        Report By
 DD2123  HISTORY     - 1987     MONUMENTED       SCGS
 DD2123  HISTORY     - 20011023 GOOD             SCGS
 DD2123  HISTORY     - 20040905 GOOD             USPSQD
 DD2123  HISTORY     - 20051230 GOOD             USPSQD
 DD2123
 DD2123                          STATION DESCRIPTION
 DD2123
 DD2123'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2123'1.4 KM (0.85 MI) NORTH FROM JOHNSONVILLE.
 DD2123'1.35 KM (0.85 MI) NORTH-NORTHWEST ALONG STATE HIGHWAYS 41 AND 51
 DD2123'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2123'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE, SET IN LINE WITH THE
 DD2123'BACK FACE OF A BRICK HOUSE AND THE SOUTHEAST SIDE OF A BRICK STORAGE
 DD2123'SHED, 0.4 KM (0.25 MI) SOUTH-SOUTHEAST OF THE SEABOARD AIR LINE
 DD2123'RAILROAD CROSSING, 69.95 METERS (229.5 FT) WEST-SOUTHWEST OF THE
 DD2123'CENTER OF THE HIGHWAY, 8.73 METERS (28.6 FT) NORTHWEST OF THE WEST
 DD2123'CORNER OF THE HOUSE, 7.19 METERS (23.6 FT) NORTHEAST OF THE EAST
 DD2123'CORNER OF THE SHED, 25.8 METERS (84.6 FT) EAST-SOUTHEAST OF THE EAST
 DD2123'CORNER OF ANOTHER BRICK HOUSE, 11.1 METERS (36.4 FT) SOUTH OF THE
 DD2123'CENTER OF A PAVED DRIVEWAY.
 DD2123'THE MARK IS 0.2 M ABOVE THE DRIVEWAY.
 DD2123
 DD2123                          STATION RECOVERY (2001)
 DD2123
 DD2123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD2123'STATION IS LOCATED 0.9 MILE (1.4 KM) NORTH OF JOHNSONVILLE, 31.0 MILES
 DD2123'(49.9 KM) SOUTHEAST OF FLORENCE.  OWNERSHIP--BETTY BIRCHMORE, 521
 DD2123'KINGSBURG HIGHWAY, JOHNSONVILLE, SC 29555, PHONE 843-386-4058.  TO
 DD2123'REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS 41/51 (NORTH AND
 DD2123'SOUTH GEORGETOWN HIGHWAY) , 341 AND STATE ROAD 120 (EAST BROADWAY
 DD2123'STREET) IN JOHNSONVILLE, GO NORTH NORTHWEST ON HIGHWAYS 41 AND 51 FOR
 DD2123'0.8 MILE (1.3 KM) TO THE STATION ON THE LEFT IN THE NORTH SIDE YARD OF
 DD2123'A BRICK HOUSE NUMBER 521 AND INLINE WITH THE WEST FACE OF THE HOUSE
 DD2123'AND THE SOUTH FACE OF A CINDER BLOCK SHED.  STATION IS A CONCRETE POST
 DD2123'RECESSED 0.1 FOOT (3.0 CM) AND 2.0 FEET (0.6 M) ABOVE THE DRIVEWAY TO
 DD2123'HOUSE NUMBER 525, 28.4 FEET (8.7 M) NORTHWEST OF THE WEST CORNER OF
 DD2123'THE HOUSE, 23.3 FEET (7.1 M) NORTHEAST OF THE EAST CORNER OF THE SHED,
 DD2123'76.3 FEET (23.3 M) EAST SOUTHEAST OF THE EAST BRICK CORNER OF A
 DD2123'COVERED CARPORT OF A BRICK HOUSE NUMBER 525, 19.7 FEET (6.0 M) NORTH
 DD2123'OF A TWIN-TRUNKED 1.5-FOOT MAPLE TREE, 35.2 FEET (10.7 M) SOUTH OF THE
 DD2123'CENTER OF THE PAVED DRIVEWAY LEADING TO HOUSE NUMBER 525.
 DD2123
 DD2123                          STATION RECOVERY (2004)
 DD2123
 DD2123'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2123'RECOVERED IN GOOD CONDITION.
 DD2123
 DD2123                          STATION RECOVERY (2005)
 DD2123
 DD2123'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2128 ***********************************************************************
 DD2128  DESIGNATION -  21 077
 DD2128  PID         -  DD2128
 DD2128  STATE/COUNTY-  SC/FLORENCE
 DD2128  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2128
 DD2128                         *CURRENT SURVEY CONTROL
 DD2128  ___________________________________________________________________
 DD2128* NAD 83(1986)-  33 48 04.     (N)    079 26 32.     (W)     SCALED    
 DD2128* NAVD 88     -        18.102  (meters)      59.39   (feet)  ADJUSTED  
 DD2128  ___________________________________________________________________
 DD2128  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DD2128  DYNAMIC HT  -          18.084 (meters)      59.33  (feet)  COMP
 DD2128  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 DD2128
 DD2128  VERT ORDER  -  FIRST     CLASS II
 DD2128
 DD2128.The horizontal coordinates were scaled from a topographic map and have
 DD2128.an estimated accuracy of +/- 6 seconds.
 DD2128
 DD2128.The orthometric height was determined by differential leveling
 DD2128.and adjusted by the National Geodetic Survey in June 1991..
 DD2128
 DD2128.The geoid height was determined by GEOID03.
 DD2128
 DD2128.The dynamic height is computed by dividing the NAVD 88
 DD2128.geopotential number by the normal gravity value computed on the
 DD2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2128.degrees latitude (g = 980.6199 gals.).
 DD2128
 DD2128.The modeled gravity was interpolated from observed gravity values.
 DD2128
 DD2128;                    North         East    Units  Estimated Accuracy
 DD2128;SPC SC       -   219,310.      753,820.      MT  (+/- 180 meters Scaled)
 DD2128
 DD2128                          SUPERSEDED SURVEY CONTROL
 DD2128
 DD2128  NGVD 29 (03/21/89)   18.411  (m)           60.40   (f) ADJUSTED    1 2
 DD2128
 DD2128.Superseded values are not recommended for survey control.
 DD2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2128.See file dsdata.txt to determine how the superseded data were derived.
 DD2128
 DD2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT441411(NAD 83)
 DD2128_MARKER: DD = SURVEY DISK
 DD2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2128_SP_SET: CONCRETE POST
 DD2128_STAMPING: VERT 21 077 1987
 DD2128_MARK LOGO: SCGS  
 DD2128_PROJECTION: RECESSED 1 CENTIMETERS
 DD2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2128+STABILITY: SURFACE MOTION
 DD2128
 DD2128  HISTORY     - Date     Condition        Report By
 DD2128  HISTORY     - 1987     MONUMENTED       SCGS
 DD2128
 DD2128                          STATION DESCRIPTION
 DD2128
 DD2128'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2128'1.9 KM (1.2 MI) SSE FROM JOHNSONVILLE.
 DD2128'2.1 KM (1.3 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (GEORGETOWN
 DD2128'ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE ROAD 120 (EAST
 DD2128'BROADWAY STREET) IN JOHNSONVILLE, SET INSIDE OF A ONE FOOT HIGH
 DD2128'CIRCULAR BRICK ENCLOSURE IN FRONT OF A BRICK HOUSE, 0.5 KM (0.3 MI)
 DD2128'NORTH OF THE JUNCTION OF STATE ROAD 591, 57.1 METERS (187.3 FT)
 DD2128'EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY MEDIAN, 0.4 METERS (1.3
 DD2128'FT) EAST-SOUTHEAST OF THE INSIDE OF THE BRICK ENCLOSURE, 23.15 METERS
 DD2128'(76.0 FT) WEST OF THE NORTHWEST CORNER OF THE HOUSE, 29.5 METERS
 DD2128'(96.8 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE (CARPORT),
 DD2128'19.5 METERS (64.0 FT) NORTHWEST OF AN 8-INCH MAGNOLIA TREE.
 DD2128'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4688 ***********************************************************************
 DD4688  DESIGNATION -  21 078
 DD4688  PID         -  DD4688
 DD4688  STATE/COUNTY-  SC/FLORENCE
 DD4688  USGS QUAD   -  LAKE CITY WEST (1990)
 DD4688
 DD4688                         *CURRENT SURVEY CONTROL
 DD4688  ___________________________________________________________________
 DD4688* NAD 83(1986)-  33 51 55.     (N)    079 45 44.     (W)     SCALED    
 DD4688* NAVD 88     -        24.462  (meters)      80.26   (feet)  ADJUSTED  
 DD4688  ___________________________________________________________________
 DD4688  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DD4688  DYNAMIC HT  -          24.438 (meters)      80.18  (feet)  COMP
 DD4688  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 DD4688
 DD4688  VERT ORDER  -  FIRST     CLASS II
 DD4688
 DD4688.The horizontal coordinates were scaled from a topographic map and have
 DD4688.an estimated accuracy of +/- 6 seconds.
 DD4688
 DD4688.The orthometric height was determined by differential leveling
 DD4688.and adjusted by the National Geodetic Survey in June 1994..
 DD4688
 DD4688.The geoid height was determined by GEOID03.
 DD4688
 DD4688.The dynamic height is computed by dividing the NAVD 88
 DD4688.geopotential number by the normal gravity value computed on the
 DD4688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4688.degrees latitude (g = 980.6199 gals.).
 DD4688
 DD4688.The modeled gravity was interpolated from observed gravity values.
 DD4688
 DD4688;                    North         East    Units  Estimated Accuracy
 DD4688;SPC SC       -   226,020.      724,110.      MT  (+/- 180 meters Scaled)
 DD4688
 DD4688                          SUPERSEDED SURVEY CONTROL
 DD4688
 DD4688.No superseded survey control is available for this station.
 DD4688
 DD4688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT144479(NAD 83)
 DD4688_MARKER: DD = SURVEY DISK
 DD4688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4688_SP_SET: CONCRETE POST
 DD4688_STAMPING: 21 078 1993
 DD4688_MARK LOGO: SCGS  
 DD4688_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4688+STABILITY: SURFACE MOTION
 DD4688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4688+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4688
 DD4688  HISTORY     - Date     Condition        Report By
 DD4688  HISTORY     - 1993     MONUMENTED       SCGS
 DD4688
 DD4688                          STATION DESCRIPTION
 DD4688
 DD4688'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4688'STATION IS LOCATED IN LAKE CITY. OWNERSHIP--LOWER FLORENCE COUNTY,
 DD4688'DALE RAUCH, 345 SOUTH RON MCNAIR BOULEVARD, LAKE CITY, SC 29560,
 DD4688'PHONE 803-394-8133. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD4688'HIGHWAY 378, STATE HIGHWAY 341 (WEST MAIN STREET) AND U.S. HIGHWAY 52
 DD4688'(RON MCNAIR BOULEVARD) IN LAKE CITY, GO SOUTH SOUTHWEST ON HIGHWAY 52
 DD4688'FOR 0.8 MILE (1.3 KM) TO AN ENTRANCE DRIVEWAY LEFT TO THE LOWER
 DD4688'FLORENCE COUNTY PUBLIC SERVICE BUILDING AND THE STATION NEAR A FLAG
 DD4688'POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 DD4688'(0.3 M) ABOVE THE HIGHWAY, 4.2 FEET (1.3 M) SOUTH SOUTHEAST OF THE
 DD4688'FLAG POLE, 35.0 FEET (10.7 M) NORTH NORTHEAST OF THE NORTH CORNER OF
 DD4688'A STONE BASE OF THE NORTH ONE OF TWO COLUMNS AT THE BUILDING
 DD4688'ENTRANCE, 8.6 FEET (2.6 M) WEST NORTHWEST OF THE WEST FACE OF THE
 DD4688'BUILDING, 9.6 FEET (2.9 M) SOUTH SOUTHWEST OF THE SOUTH EDGE OF A
 DD4688'CURB AT THE FIRE STATION DRIVEWAYS, 10.5 FEET (3.2 M) WEST OF THE
 DD4688'NORTHWEST CORNER OF THE BRICK STONE PUBLIC SERVICE BUILDING.
 DD4688'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4687 ***********************************************************************
 DD4687  DESIGNATION -  21 079
 DD4687  PID         -  DD4687
 DD4687  STATE/COUNTY-  SC/FLORENCE
 DD4687  USGS QUAD   -  LAKE CITY WEST (1990)
 DD4687
 DD4687                         *CURRENT SURVEY CONTROL
 DD4687  ___________________________________________________________________
 DD4687* NAD 83(1986)-  33 52 27.     (N)    079 45 41.     (W)     SCALED    
 DD4687* NAVD 88     -        23.508  (meters)      77.13   (feet)  ADJUSTED  
 DD4687  ___________________________________________________________________
 DD4687  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DD4687  DYNAMIC HT  -          23.484 (meters)      77.05  (feet)  COMP
 DD4687  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 DD4687
 DD4687  VERT ORDER  -  FIRST     CLASS II
 DD4687
 DD4687.The horizontal coordinates were scaled from a topographic map and have
 DD4687.an estimated accuracy of +/- 6 seconds.
 DD4687
 DD4687.The orthometric height was determined by differential leveling
 DD4687.and adjusted by the National Geodetic Survey in June 1994..
 DD4687
 DD4687.The geoid height was determined by GEOID03.
 DD4687
 DD4687.The dynamic height is computed by dividing the NAVD 88
 DD4687.geopotential number by the normal gravity value computed on the
 DD4687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4687.degrees latitude (g = 980.6199 gals.).
 DD4687
 DD4687.The modeled gravity was interpolated from observed gravity values.
 DD4687
 DD4687;                    North         East    Units  Estimated Accuracy
 DD4687;SPC SC       -   227,010.      724,170.      MT  (+/- 180 meters Scaled)
 DD4687
 DD4687                          SUPERSEDED SURVEY CONTROL
 DD4687
 DD4687.No superseded survey control is available for this station.
 DD4687
 DD4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT145488(NAD 83)
 DD4687_MARKER: DD = SURVEY DISK
 DD4687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4687_SP_SET: CONCRETE POST
 DD4687_STAMPING: 21 079 1993
 DD4687_MARK LOGO: SCGS  
 DD4687_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4687+STABILITY: SURFACE MOTION
 DD4687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4687+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4687
 DD4687  HISTORY     - Date     Condition        Report By
 DD4687  HISTORY     - 1993     MONUMENTED       SCGS
 DD4687
 DD4687                          STATION DESCRIPTION
 DD4687
 DD4687'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4687'STATION IS LOCATED IN LAKE CITY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4687'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4687'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4687'378, STATE HIGHWAY 341 (WEST MAIN STREET) AND U.S. HIGHWAY 52 (RON
 DD4687'MCNAIR BOULEVARD) IN LAKE CITY, GO SOUTH SOUTHWEST ON HIGHWAY 52 FOR
 DD4687'0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 36 (MORRIS STREET)
 DD4687'AND THE STATION NEAR A LARGE METAL SIGN POST FOR A BURGER KING
 DD4687'RESTAURANT IN THE SOUTHEAST ANGLE OF THE JUNCTION. STATION IS A
 DD4687'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 22.3
 DD4687'FEET (6.8 M) NORTH OF THE NORTHWEST CORNER OF THE SIGN POST, 23.0
 DD4687'FEET (7.0 M) EAST NORTHEAST OF A FIRE HYDRANT, 20.0 FEET (6.1 M)
 DD4687'SOUTH SOUTHEAST OF THE CENTER OF ROAD 36, 1.4 FEET (0.4 M) SOUTHWEST
 DD4687'OF THE SOUTHWEST EDGE OF A CURB FOR A DRAIN DITCH TO A DRAIN GRATE,
 DD4687'2.5 FEET (0.8 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL
 DD4687'DRAIN GRATE, 1.9 FEET (0.6 M) SOUTHEAST OF A WITNESS POST. DESCRIBED
 DD4687'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4689 ***********************************************************************
 DD4689  DESIGNATION -  21 080
 DD4689  PID         -  DD4689
 DD4689  STATE/COUNTY-  SC/FLORENCE
 DD4689  USGS QUAD   -  LAKE CITY WEST (1990)
 DD4689
 DD4689                         *CURRENT SURVEY CONTROL
 DD4689  ___________________________________________________________________
 DD4689* NAD 83(1986)-  33 51 25.     (N)    079 45 46.     (W)     SCALED    
 DD4689* NAVD 88     -        23.422  (meters)      76.84   (feet)  ADJUSTED  
 DD4689  ___________________________________________________________________
 DD4689  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DD4689  DYNAMIC HT  -          23.398 (meters)      76.76  (feet)  COMP
 DD4689  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 DD4689
 DD4689  VERT ORDER  -  FIRST     CLASS II
 DD4689
 DD4689.The horizontal coordinates were scaled from a topographic map and have
 DD4689.an estimated accuracy of +/- 6 seconds.
 DD4689
 DD4689.The orthometric height was determined by differential leveling
 DD4689.and adjusted by the National Geodetic Survey in June 1994..
 DD4689
 DD4689.The geoid height was determined by GEOID03.
 DD4689
 DD4689.The dynamic height is computed by dividing the NAVD 88
 DD4689.geopotential number by the normal gravity value computed on the
 DD4689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4689.degrees latitude (g = 980.6199 gals.).
 DD4689
 DD4689.The modeled gravity was interpolated from observed gravity values.
 DD4689
 DD4689;                    North         East    Units  Estimated Accuracy
 DD4689;SPC SC       -   225,100.      724,070.      MT  (+/- 180 meters Scaled)
 DD4689
 DD4689                          SUPERSEDED SURVEY CONTROL
 DD4689
 DD4689.No superseded survey control is available for this station.
 DD4689
 DD4689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT144469(NAD 83)
 DD4689_MARKER: DD = SURVEY DISK
 DD4689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4689_SP_SET: CONCRETE POST
 DD4689_STAMPING: 21 080 1993
 DD4689_MARK LOGO: SCGS  
 DD4689_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4689+STABILITY: SURFACE MOTION
 DD4689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4689+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4689
 DD4689  HISTORY     - Date     Condition        Report By
 DD4689  HISTORY     - 1993     MONUMENTED       SCGS
 DD4689
 DD4689                          STATION DESCRIPTION
 DD4689
 DD4689'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4689'STATION IS LOCATED 1.1 MILES (1.8 KM) SOUTH SOUTHWEST OF LAKE CITY.
 DD4689'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4689'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4689'JUNCTION OF U.S. HIGHWAY 378, STATE HIGHWAY 341 (WEST MAIN STREET)
 DD4689'AND U.S. HIGHWAY 52 (RON MCNAIR BOULEVARD) IN LAKE CITY, GO SOUTH
 DD4689'SOUTHWEST ON HIGHWAY 52 FOR 1.35 MILES (2.17 KM) TO THE JUNCTION OF
 DD4689'STATE ROAD 32 (SOUTH CHURCH STREET EXTENSION), CONTINUE ON HIGHWAY 52
 DD4689'FOR 0.05 MILE (0.08 KM) TO AN ENTRANCE DRIVEWAY BETWEEN THE LAKE CITY
 DD4689'PENTECOSTAL HOLINESS CHURCH AND A BOOK STORE AND THE STATION NEAR THE
 DD4689'BRICK BASE OF A CHURCH SIGN IN FRONT OF THE CHURCH AND IN THE
 DD4689'NORTHWEST ANGLE OF THE ENTRANCE. STATION IS A CONCRETE POST FLUSH
 DD4689'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 6.3 FEET (1.9 M) WEST OF
 DD4689'THE WEST EDGE OF THE SIDEWALK, 1.2 FEET (0.4 M) NORTH OF THE
 DD4689'NORTHEAST CORNER OF THE BRICK SIGN BASE, 13.1 FEET (4.0 M) NORTH OF
 DD4689'THE NORTH EDGE OF A SIDEWALK LEADING TO THE CHURCH, 41.5 FEET
 DD4689'(12.6 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK STEPS IN
 DD4689'FRONT OF THE CHURCH, 7.8 FEET (2.4 M) SOUTH SOUTHEAST OF A POWER POLE
 DD4689'WITH A SECURITY LIGHT. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4692 ***********************************************************************
 DD4692  DESIGNATION -  21 081
 DD4692  PID         -  DD4692
 DD4692  STATE/COUNTY-  SC/FLORENCE
 DD4692  USGS QUAD   -  LAKE CITY WEST (1990)
 DD4692
 DD4692                         *CURRENT SURVEY CONTROL
 DD4692  ___________________________________________________________________
 DD4692* NAD 83(1986)-  33 50 36.     (N)    079 45 52.     (W)     SCALED    
 DD4692* NAVD 88     -        22.824  (meters)      74.88   (feet)  ADJUSTED  
 DD4692  ___________________________________________________________________
 DD4692  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DD4692  DYNAMIC HT  -          22.801 (meters)      74.81  (feet)  COMP
 DD4692  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 DD4692
 DD4692  VERT ORDER  -  FIRST     CLASS II
 DD4692
 DD4692.The horizontal coordinates were scaled from a topographic map and have
 DD4692.an estimated accuracy of +/- 6 seconds.
 DD4692
 DD4692.The orthometric height was determined by differential leveling
 DD4692.and adjusted by the National Geodetic Survey in June 1994..
 DD4692
 DD4692.The geoid height was determined by GEOID03.
 DD4692
 DD4692.The dynamic height is computed by dividing the NAVD 88
 DD4692.geopotential number by the normal gravity value computed on the
 DD4692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4692.degrees latitude (g = 980.6199 gals.).
 DD4692
 DD4692.The modeled gravity was interpolated from observed gravity values.
 DD4692
 DD4692;                    North         East    Units  Estimated Accuracy
 DD4692;SPC SC       -   223,580.      723,930.      MT  (+/- 180 meters Scaled)
 DD4692
 DD4692                          SUPERSEDED SURVEY CONTROL
 DD4692
 DD4692.No superseded survey control is available for this station.
 DD4692
 DD4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT143454(NAD 83)
 DD4692_MARKER: DD = SURVEY DISK
 DD4692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4692_SP_SET: CONCRETE POST
 DD4692_STAMPING: 21 081 1993
 DD4692_MARK LOGO: SCGS  
 DD4692_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4692+STABILITY: SURFACE MOTION
 DD4692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4692+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4692
 DD4692  HISTORY     - Date     Condition        Report By
 DD4692  HISTORY     - 1993     MONUMENTED       SCGS
 DD4692
 DD4692                          STATION DESCRIPTION
 DD4692
 DD4692'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4692'STATION IS LOCATED 2.1 MILES (3.4 KM) SOUTH SOUTHWEST OF LAKE CITY.
 DD4692'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4692'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4692'JUNCTION OF U.S. HIGHWAY 378, STATE HIGHWAY 341 (WEST MAIN STREET)
 DD4692'AND U.S. HIGHWAY 52 (RON MCNAIR BOULEVARD) IN LAKE CITY, GO SOUTH
 DD4692'SOUTHWEST ON HIGHWAY 52 FOR 2.1 MILES (3.4 KM) TO COLE ROAD RIGHT,
 DD4692'CONTINUE ON HIGHWAY 52 FOR 0.25 MILE (0.40 KM) TO A GRASSY MEDIAN
 DD4692'BETWEEN THE SOUTH AND NORTHBOUND LANES OF THE HIGHWAY AND THE STATION
 DD4692'ON THE LEFT ON THE EAST SIDE OF THE HIGHWAY NEAR A GRANITE
 DD4692'COMMERATIVE STONE FOR RONALD MCNAIR HIGHWAY, 0.6 MILE (1.0 KM) NORTH
 DD4692'OF THE WILLIAMSBURG COUNTY LINE. STATION IS A CONCRETE POST FLUSH
 DD4692'WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 57.5 FEET
 DD4692'(17.5 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD4692'9.9 FEET (3.0 M) NORTH OF THE NORTHEAST CORNER OF THE GRANITE MARKER,
 DD4692'45.9 FEET (14.0 M) WEST OF A POWER POLE WITH A GUY WIRE, 23.9 FEET
 DD4692'(7.3 M) NORTH NORTHWEST OF A POWER POLE WITH A GUY WIRE AND A SCGS
 DD4692'REFERENCE WASHER ATTACHED. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4197 ***********************************************************************
 EB4197  DESIGNATION -  21 082
 EB4197  PID         -  EB4197
 EB4197  STATE/COUNTY-  SC/FLORENCE
 EB4197  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4197
 EB4197                         *CURRENT SURVEY CONTROL
 EB4197  ___________________________________________________________________
 EB4197* NAD 83(1986)-  34 08 15.     (N)    079 55 42.     (W)     SCALED    
 EB4197* NAVD 88     -        43.514  (meters)     142.76   (feet)  ADJUSTED  
 EB4197  ___________________________________________________________________
 EB4197  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EB4197  DYNAMIC HT  -          43.471 (meters)     142.62  (feet)  COMP
 EB4197  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 EB4197
 EB4197  VERT ORDER  -  FIRST     CLASS II
 EB4197
 EB4197.The horizontal coordinates were scaled from a topographic map and have
 EB4197.an estimated accuracy of +/- 6 seconds.
 EB4197
 EB4197.The orthometric height was determined by differential leveling
 EB4197.and adjusted by the National Geodetic Survey in June 1994..
 EB4197
 EB4197.The geoid height was determined by GEOID03.
 EB4197
 EB4197.The dynamic height is computed by dividing the NAVD 88
 EB4197.geopotential number by the normal gravity value computed on the
 EB4197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4197.degrees latitude (g = 980.6199 gals.).
 EB4197
 EB4197.The modeled gravity was interpolated from observed gravity values.
 EB4197
 EB4197;                    North         East    Units  Estimated Accuracy
 EB4197;SPC SC       -   256,040.      708,430.      MT  (+/- 180 meters Scaled)
 EB4197
 EB4197                          SUPERSEDED SURVEY CONTROL
 EB4197
 EB4197.No superseded survey control is available for this station.
 EB4197
 EB4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT988779(NAD 83)
 EB4197_MARKER: DD = SURVEY DISK
 EB4197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4197_SP_SET: CONCRETE POST
 EB4197_STAMPING: 21 082 1993
 EB4197_MARK LOGO: SCGS  
 EB4197_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4197+STABILITY: SURFACE MOTION
 EB4197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4197+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 EB4197
 EB4197  HISTORY     - Date     Condition        Report By
 EB4197  HISTORY     - 1993     MONUMENTED       SCGS
 EB4197  HISTORY     - 20050309 GOOD             USPSQD
 EB4197
 EB4197                          STATION DESCRIPTION
 EB4197
 EB4197'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4197'STATION IS LOCATED 0.6 MILE (1.0 KM) NORTHEAST OF TIMMONSVILLE.
 EB4197'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EB4197'HIGHWAY 76, STATE HIGHWAY 403 AND STATE ROAD 83 IN TIMMONSVILLE, GO
 EB4197'NORTHEAST ON HIGHWAY 76 FOR 0.65 MILE (1.05 KM) TO AIRE ACERS ROAD
 EB4197'RIGHT AND THE TIMMONSVILLE TOWN LIMITS, CONTINUE ON HIGHWAY 76 FOR
 EB4197'0.05 MILE (0.08 KM) TO A DRIVEWAY RIGHT LEADING TO A BRICK HOUSE AND
 EB4197'THE STATION NEAR A POWER LINE STUB POLE NEAR THE WEST CORNER OF THE
 EB4197'HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EB4197'WITH THE HIGHWAY, 118.0 FEET (36.0 M) SOUTH SOUTHWEST OF THE WEST END
 EB4197'OF A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 114.5 FEET
 EB4197'(34.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 42.8 FEET
 EB4197'(13.0 M) WEST OF THE WEST CORNER OF THE HOUSE, 3.7 FEET (1.1 M) EAST
 EB4197'NORTHEAST OF THE POWER LINE STUB POLE DF11, 91.8 FEET (28.0 M) WEST
 EB4197'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 3.6 FEET (1.1 M) EAST
 EB4197'NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4197
 EB4197                          STATION RECOVERY (2005)
 EB4197
 EB4197'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 EB4197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4195 ***********************************************************************
 EB4195  DESIGNATION -  21 083
 EB4195  PID         -  EB4195
 EB4195  STATE/COUNTY-  SC/FLORENCE
 EB4195  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4195
 EB4195                         *CURRENT SURVEY CONTROL
 EB4195  ___________________________________________________________________
 EB4195* NAD 83(1986)-  34 07 58.     (N)    079 56 19.     (W)     SCALED    
 EB4195* NAVD 88     -        45.592  (meters)     149.58   (feet)  ADJUSTED  
 EB4195  ___________________________________________________________________
 EB4195  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EB4195  DYNAMIC HT  -          45.547 (meters)     149.43  (feet)  COMP
 EB4195  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 EB4195
 EB4195  VERT ORDER  -  FIRST     CLASS II
 EB4195
 EB4195.The horizontal coordinates were scaled from a topographic map and have
 EB4195.an estimated accuracy of +/- 6 seconds.
 EB4195
 EB4195.The orthometric height was determined by differential leveling
 EB4195.and adjusted by the National Geodetic Survey in June 1994..
 EB4195
 EB4195.The geoid height was determined by GEOID03.
 EB4195
 EB4195.The dynamic height is computed by dividing the NAVD 88
 EB4195.geopotential number by the normal gravity value computed on the
 EB4195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4195.degrees latitude (g = 980.6199 gals.).
 EB4195
 EB4195.The modeled gravity was interpolated from observed gravity values.
 EB4195
 EB4195;                    North         East    Units  Estimated Accuracy
 EB4195;SPC SC       -   255,500.      707,490.      MT  (+/- 180 meters Scaled)
 EB4195
 EB4195                          SUPERSEDED SURVEY CONTROL
 EB4195
 EB4195.No superseded survey control is available for this station.
 EB4195
 EB4195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT978773(NAD 83)
 EB4195_MARKER: DD = SURVEY DISK
 EB4195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4195_SP_SET: CONCRETE POST
 EB4195_STAMPING: 21 083 1993
 EB4195_MARK LOGO: SCGS  
 EB4195_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4195+STABILITY: SURFACE MOTION
 EB4195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4195+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 EB4195
 EB4195  HISTORY     - Date     Condition        Report By
 EB4195  HISTORY     - 1993     MONUMENTED       SCGS
 EB4195  HISTORY     - 20050309 GOOD             USPSQD
 EB4195
 EB4195                          STATION DESCRIPTION
 EB4195
 EB4195'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4195'STATION IS LOCATED NEAR A POWER POLE AND A CONCRETE BLOCK WALL BETWEEN
 EB4195'A BRICK HOUSE AND A SMALL GROCERY STORE IN THE NORTH ANGLE OF THE
 EB4195'JUNCTION OF U.S. HIGHWAY 76, STATE HIGHWAY 403 AND STATE ROAD 83 IN
 EB4195'TIMMONSVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 EB4195'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A
 EB4195'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 89.2
 EB4195'FEET (27.2 M) NORTHWEST OF THE CENTER OF HIGHWAY 76, 36.2 FEET
 EB4195'(11.0 M) NORTHEAST OF THE EAST EDGE OF THE SIDEWALK OF HIGHWAY 403,
 EB4195'3.1 FEET (0.9 M) NORTHEAST OF THE POWER POLE DV69 WITH TWO GUY WIRES,
 EB4195'AN ELECTRIC METER AND A SECURITY LIGHT, 29.3 FEET (8.9 M) SOUTH
 EB4195'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRICK HOUSE, 30.6 FEET
 EB4195'(9.3 M) WEST OF THE WEST CORNER OF THE CONCRETE BLOCK STORE, 3.2 FEET
 EB4195'(1.0 M) NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4195
 EB4195                          STATION RECOVERY (2005)
 EB4195
 EB4195'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 EB4195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4194 ***********************************************************************
 EB4194  DESIGNATION -  21 084
 EB4194  PID         -  EB4194
 EB4194  STATE/COUNTY-  SC/FLORENCE
 EB4194  USGS QUAD   -  TIMMONSVILLE (1986)
 EB4194
 EB4194                         *CURRENT SURVEY CONTROL
 EB4194  ___________________________________________________________________
 EB4194* NAD 83(1986)-  34 08 34.     (N)    079 56 46.     (W)     SCALED    
 EB4194* NAVD 88     -        45.003  (meters)     147.65   (feet)  ADJUSTED  
 EB4194  ___________________________________________________________________
 EB4194  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EB4194  DYNAMIC HT  -          44.959 (meters)     147.50  (feet)  COMP
 EB4194  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 EB4194
 EB4194  VERT ORDER  -  FIRST     CLASS II
 EB4194
 EB4194.The horizontal coordinates were scaled from a topographic map and have
 EB4194.an estimated accuracy of +/- 6 seconds.
 EB4194
 EB4194.The orthometric height was determined by differential leveling
 EB4194.and adjusted by the National Geodetic Survey in June 1994..
 EB4194
 EB4194.The geoid height was determined by GEOID03.
 EB4194
 EB4194.The dynamic height is computed by dividing the NAVD 88
 EB4194.geopotential number by the normal gravity value computed on the
 EB4194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4194.degrees latitude (g = 980.6199 gals.).
 EB4194
 EB4194.The modeled gravity was interpolated from observed gravity values.
 EB4194
 EB4194;                    North         East    Units  Estimated Accuracy
 EB4194;SPC SC       -   256,610.      706,780.      MT  (+/- 180 meters Scaled)
 EB4194
 EB4194                          SUPERSEDED SURVEY CONTROL
 EB4194
 EB4194.No superseded survey control is available for this station.
 EB4194
 EB4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT971784(NAD 83)
 EB4194_MARKER: DD = SURVEY DISK
 EB4194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4194_SP_SET: CONCRETE POST
 EB4194_STAMPING: 21 084 1993
 EB4194_MARK LOGO: SCGS  
 EB4194_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4194+STABILITY: SURFACE MOTION
 EB4194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4194+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 EB4194
 EB4194  HISTORY     - Date     Condition        Report By
 EB4194  HISTORY     - 1993     MONUMENTED       SCGS
 EB4194  HISTORY     - 20050309 GOOD             USPSQD
 EB4194
 EB4194                          STATION DESCRIPTION
 EB4194
 EB4194'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4194'STATION IS LOCATED 0.8 MILE (1.3 KM) NORTHWEST OF TIMMONSVILLE.
 EB4194'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4194'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4194'JUNCTION OF U.S. HIGHWAY 76, STATE HIGHWAY 403 AND STATE ROAD 83 IN
 EB4194'TIMMONSVILLE, GO NORTH NORTHWEST ON HIGHWAY 403 FOR 0.85 MILE
 EB4194'(1.37 KM) TO AN ENTRANCE DRIVEWAY LEFT LEADING TO THE JOHNSON MIDDLE
 EB4194'SCHOOL AND THE STATION NEAR A BRICK ENTRANCE MARKER IN THE SOUTH
 EB4194'ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4194'GROUND AND LEVEL WITH THE HIGHWAY, 42.5 FEET (13.0 M) NORTHWEST OF A
 EB4194'POWER POLE DU78/976, 4.3 FEET (1.3 M) WEST OF THE SOUTHWEST CORNER OF
 EB4194'THE BRICK ENTRANCE MARKER, 6.1 FEET (1.9 M) NORTH OF A 0.5-FOOT
 EB4194'BRADFORD PEAR TREE, 62.5 FEET (19.1 M) EAST OF THE FLAG POLE IN FRONT
 EB4194'OF THE SCHOOL, 16.4 FEET (5.0 M) WEST SOUTHWEST OF THE WEST EDGE OF A
 EB4194'SIDEWALK OF THE HIGHWAY, 5.5 FEET (1.7 M) SOUTHEAST OF THE SOUTHEAST
 EB4194'EDGE OF THE CONCRETE CURB OF THE DRIVEWAY. DESCRIBED BY T. HALL.
 EB4194
 EB4194                          STATION RECOVERY (2005)
 EB4194
 EB4194'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 EB4194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4218 ***********************************************************************
 EB4218  DESIGNATION -  21 086
 EB4218  PID         -  EB4218
 EB4218  STATE/COUNTY-  SC/FLORENCE
 EB4218  USGS QUAD   -  FLORENCE WEST (1986)
 EB4218
 EB4218                         *CURRENT SURVEY CONTROL
 EB4218  ___________________________________________________________________
 EB4218* NAD 83(1986)-  34 13 40.     (N)    079 47 50.     (W)     SCALED    
 EB4218* NAVD 88     -        42.263  (meters)     138.66   (feet)  ADJUSTED  
 EB4218  ___________________________________________________________________
 EB4218  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EB4218  DYNAMIC HT  -          42.223 (meters)     138.53  (feet)  COMP
 EB4218  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 EB4218
 EB4218  VERT ORDER  -  FIRST     CLASS II
 EB4218
 EB4218.The horizontal coordinates were scaled from a topographic map and have
 EB4218.an estimated accuracy of +/- 6 seconds.
 EB4218
 EB4218.The orthometric height was determined by differential leveling
 EB4218.and adjusted by the National Geodetic Survey in June 1994..
 EB4218
 EB4218.The geoid height was determined by GEOID03.
 EB4218
 EB4218.The dynamic height is computed by dividing the NAVD 88
 EB4218.geopotential number by the normal gravity value computed on the
 EB4218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4218.degrees latitude (g = 980.6199 gals.).
 EB4218
 EB4218.The modeled gravity was interpolated from observed gravity values.
 EB4218
 EB4218;                    North         East    Units  Estimated Accuracy
 EB4218;SPC SC       -   266,180.      720,400.      MT  (+/- 180 meters Scaled)
 EB4218
 EB4218                          SUPERSEDED SURVEY CONTROL
 EB4218
 EB4218.No superseded survey control is available for this station.
 EB4218
 EB4218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT107880(NAD 83)
 EB4218_MARKER: DD = SURVEY DISK
 EB4218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4218_SP_SET: CONCRETE POST
 EB4218_STAMPING: 21 086 1993
 EB4218_MARK LOGO: SCGS  
 EB4218_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4218+STABILITY: SURFACE MOTION
 EB4218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4218+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 EB4218
 EB4218  HISTORY     - Date     Condition        Report By
 EB4218  HISTORY     - 1993     MONUMENTED       SCGS
 EB4218  HISTORY     - 20031122 GOOD             USPSQD
 EB4218  HISTORY     - 20041124 GOOD             USPSQD
 EB4218  HISTORY     - 20060118 GOOD             USPSQD
 EB4218
 EB4218                          STATION DESCRIPTION
 EB4218
 EB4218'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4218'STATION IS LOCATED 2.9 MILES (4.7 KM) NORTHWEST OF FLORENCE.
 EB4218'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4218'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EB4218'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 AND
 EB4218'U.S. HIGHWAY 52, 3.1 MILES (5.0 KM) NORTHWEST OF FLORENCE, GO
 EB4218'SOUTHEAST ON HIGHWAY 52 FOR 0.1 MILE (0.2 KM) TO A TRAFFIC SIGNAL,
 EB4218'INTERSTATE ACCESS ROAD LEFT AND A PAVED ROAD RIGHT, TURN RIGHT ON THE
 EB4218'PAVED ROAD FOR 0.05 MILE (0.08 KM) TO A FRONTAGE ROAD (STATE ROAD
 EB4218'498), TURN LEFT ON THE FRONTAGE ROAD FOR 0.1 MILE (0.2 KM) TO THE
 EB4218'STATION ON THE LEFT NEAR A CONCRETE HEADWALL.
 EB4218'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EB4218'(15.2 CM) ABOVE ROAD 498, 7.4 FEET (2.3 M) WEST SOUTHWEST OF THE
 EB4218'SOUTH CORNER OF THE HEADWALL OF A 2.0-FOOT CONCRETE PIPE, 17.2 FEET
 EB4218'(5.2 M) NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE CURB OF ROAD
 EB4218'498, 10.2 FEET (3.1 M) NORTHEAST OF THE CENTER OF A ROUND METAL
 EB4218'ACCESS COVER SET IN A CONCRETE PAD ABOVE THE CULVERT, 36.6 FEET
 EB4218'(11.2 M) NORTH NORTHWEST OF THE CENTER OF A ROUND METAL ACCESS COVER
 EB4218'OF A DRAIN CULVERT ON ROAD 498, 45.5 FEET (13.9 M) SOUTHWEST OF THE
 EB4218'SOUTHWEST RAIL OF A NEARBY RAILROAD TRACK, 128.2 FEET (39.1 M) SOUTH
 EB4218'OF THE CENTER OF A LARGE METAL BILLBOARD SUPPORT POST, 8.5 FEET
 EB4218'(2.6 M) SOUTH SOUTHWEST OF A WITNESS POST.
 EB4218'DESCRIBED BY T. HALL.
 EB4218
 EB4218                          STATION RECOVERY (2003)
 EB4218
 EB4218'RECOVERY NOTE BY US POWER SQUADRON 2003 (LJK)
 EB4218'RECOVERED IN GOOD CONDITION.
 EB4218
 EB4218                          STATION RECOVERY (2004)
 EB4218
 EB4218'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4218'RECOVERED IN GOOD CONDITION.
 EB4218
 EB4218                          STATION RECOVERY (2006)
 EB4218
 EB4218'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4219 ***********************************************************************
 EB4219  DESIGNATION -  21 087
 EB4219  PID         -  EB4219
 EB4219  STATE/COUNTY-  SC/FLORENCE
 EB4219  USGS QUAD   -  FLORENCE WEST (1986)
 EB4219
 EB4219                         *CURRENT SURVEY CONTROL
 EB4219  ___________________________________________________________________
 EB4219* NAD 83(1986)-  34 13 24.     (N)    079 47 20.     (W)     SCALED    
 EB4219* NAVD 88     -        41.432  (meters)     135.93   (feet)  ADJUSTED  
 EB4219  ___________________________________________________________________
 EB4219  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EB4219  DYNAMIC HT  -          41.392 (meters)     135.80  (feet)  COMP
 EB4219  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EB4219
 EB4219  VERT ORDER  -  FIRST     CLASS II
 EB4219
 EB4219.The horizontal coordinates were scaled from a topographic map and have
 EB4219.an estimated accuracy of +/- 6 seconds.
 EB4219
 EB4219.The orthometric height was determined by differential leveling
 EB4219.and adjusted by the National Geodetic Survey in June 1994..
 EB4219
 EB4219.The geoid height was determined by GEOID03.
 EB4219
 EB4219.The dynamic height is computed by dividing the NAVD 88
 EB4219.geopotential number by the normal gravity value computed on the
 EB4219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4219.degrees latitude (g = 980.6199 gals.).
 EB4219
 EB4219.The modeled gravity was interpolated from observed gravity values.
 EB4219
 EB4219;                    North         East    Units  Estimated Accuracy
 EB4219;SPC SC       -   265,700.      721,170.      MT  (+/- 180 meters Scaled)
 EB4219
 EB4219                          SUPERSEDED SURVEY CONTROL
 EB4219
 EB4219.No superseded survey control is available for this station.
 EB4219
 EB4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT115875(NAD 83)
 EB4219_MARKER: DD = SURVEY DISK
 EB4219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4219_SP_SET: CONCRETE POST
 EB4219_STAMPING: 21 087 1993
 EB4219_MARK LOGO: SCGS  
 EB4219_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4219+STABILITY: SURFACE MOTION
 EB4219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4219+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 EB4219
 EB4219  HISTORY     - Date     Condition        Report By
 EB4219  HISTORY     - 1993     MONUMENTED       SCGS
 EB4219  HISTORY     - 20031122 GOOD             USPSQD
 EB4219  HISTORY     - 20041124 GOOD             USPSQD
 EB4219  HISTORY     - 20060118 GOOD             USPSQD
 EB4219
 EB4219                          STATION DESCRIPTION
 EB4219
 EB4219'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4219'STATION IS LOCATED 2.45 MILES (3.94 KM) NORTH NORTHWEST OF FLORENCE.
 EB4219'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4219'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4219'JUNCTION OVERPASS OF INTERSTATE 95 AND U.S. HIGHWAY 52, 3.1 MILES
 EB4219'(5.0 KM) NORTHWEST OF FLORENCE, GO SOUTHEAST ON HIGHWAY 52 FOR 0.75
 EB4219'MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 63 (MECHANICSVILLE ROAD)
 EB4219', TURN LEFT ON ROAD 63 FOR 0.1 MILE (0.2 KM) TO A PAVED ROAD RIGHT
 EB4219'(WEST INTERSTATE BOULEVARD) AND THE STATION IN THE NORTHEAST ANGLE
 EB4219'NEAR THE SOUTHWEST CORNER OF A BRICK WALL AROUND UNDERGROUND UTILITY
 EB4219'PIPE VALVES. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4219'LEVEL WITH THE ROADS, 2.0 FEET (0.6 M) NORTHWEST OF THE SOUTHWEST
 EB4219'CORNER OF THE BRICK WALL, 41.0 FEET (12.5 M) EAST SOUTHEAST OF THE
 EB4219'CENTER OF ROAD 63, 29.5 FEET (9.0 M) NORTH NORTHEAST OF THE CENTER OF
 EB4219'INTERSTATE BOULEVARD, 74.7 FEET (22.8 M) WEST OF THE SOUTHWEST CORNER
 EB4219'OF A BRICK HOUSE, 37.5 FEET (11.4 M) SOUTH SOUTHWEST OF THE CENTER OF
 EB4219'A PAVED DRIVEWAY LEADING TO A BRICK HOUSE, 10.7 FEET (3.3 M) EAST
 EB4219'NORTHEAST OF A WITNESS POST AT A STOP SIGN POST. DESCRIBED BY T.
 EB4219'HALL.
 EB4219
 EB4219                          STATION RECOVERY (2003)
 EB4219
 EB4219'RECOVERY NOTE BY US POWER SQUADRON 2003 (LJK)
 EB4219'RECOVERED IN GOOD CONDITION.
 EB4219
 EB4219                          STATION RECOVERY (2004)
 EB4219
 EB4219'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4219'RECOVERED IN GOOD CONDITION.
 EB4219
 EB4219                          STATION RECOVERY (2006)
 EB4219
 EB4219'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4220 ***********************************************************************
 EB4220  DESIGNATION -  21 088
 EB4220  PID         -  EB4220
 EB4220  STATE/COUNTY-  SC/FLORENCE
 EB4220  USGS QUAD   -  FLORENCE WEST (1986)
 EB4220
 EB4220                         *CURRENT SURVEY CONTROL
 EB4220  ___________________________________________________________________
 EB4220* NAD 83(1986)-  34 12 22.     (N)    079 46 14.     (W)     SCALED    
 EB4220* NAVD 88     -        43.526  (meters)     142.80   (feet)  ADJUSTED  
 EB4220  ___________________________________________________________________
 EB4220  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EB4220  DYNAMIC HT  -          43.484 (meters)     142.66  (feet)  COMP
 EB4220  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EB4220
 EB4220  VERT ORDER  -  FIRST     CLASS II
 EB4220
 EB4220.The horizontal coordinates were scaled from a topographic map and have
 EB4220.an estimated accuracy of +/- 6 seconds.
 EB4220
 EB4220.The orthometric height was determined by differential leveling
 EB4220.and adjusted by the National Geodetic Survey in June 1994..
 EB4220
 EB4220.The geoid height was determined by GEOID03.
 EB4220
 EB4220.The dynamic height is computed by dividing the NAVD 88
 EB4220.geopotential number by the normal gravity value computed on the
 EB4220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4220.degrees latitude (g = 980.6199 gals.).
 EB4220
 EB4220.The modeled gravity was interpolated from observed gravity values.
 EB4220
 EB4220;                    North         East    Units  Estimated Accuracy
 EB4220;SPC SC       -   263,810.      722,890.      MT  (+/- 180 meters Scaled)
 EB4220
 EB4220                          SUPERSEDED SURVEY CONTROL
 EB4220
 EB4220.No superseded survey control is available for this station.
 EB4220
 EB4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT132856(NAD 83)
 EB4220_MARKER: DD = SURVEY DISK
 EB4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4220_SP_SET: CONCRETE POST
 EB4220_STAMPING: 21 088 1993
 EB4220_MARK LOGO: SCGS  
 EB4220_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4220+STABILITY: SURFACE MOTION
 EB4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4220+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 EB4220
 EB4220  HISTORY     - Date     Condition        Report By
 EB4220  HISTORY     - 1993     MONUMENTED       SCGS
 EB4220  HISTORY     - 20031122 GOOD             USPSQD
 EB4220  HISTORY     - 20041123 GOOD             USPSQD
 EB4220  HISTORY     - 20060117 GOOD             USPSQD
 EB4220
 EB4220                          STATION DESCRIPTION
 EB4220
 EB4220'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4220'STATION IS LOCATED IN FLORENCE. OWNERSHIP--HORNES TIRE SERVICE,
 EB4220'FLORENCE, SC 29501, PHONE 803-678-4124 OR 803-669-2121, CONTACT-TOMMY
 EB4220'LYNCH. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52,
 EB4220'301 (NORTH IRBY STREET) AND 301 (WEST LUCAS STREET), 0.75 MILE
 EB4220'(1.21 KM) NORTH OF FLORENCE, GO NORTHWEST ON HIGHWAY 52 FOR 0.2 MILE
 EB4220'(0.3 KM) TO NORTH COLT STREET LEFT, TURN LEFT ON NORTH COLT STREET
 EB4220'CROSSING RAILROAD TRACKS FOR 0.05 MILE (0.08 KM) TO AN ENTRANCE
 EB4220'DRIVEWAY LEFT AT HORNES TIRE SERVICE AND THE STATION NEAR THE
 EB4220'NORTHWEST CORNER OF A LARGE METAL BUILDING. STATION IS A CONCRETE
 EB4220'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 82.9 FEET
 EB4220'(25.3 M) SOUTH SOUTHWEST OF A METAL SIGN POST FOR A LIGHTED SIGN
 EB4220'(B.F. GOODRICH/HORNES TIRE SERVICE), 2.7 FEET (0.8 M) WEST OF THE
 EB4220'NORTHWEST CORNER OF THE FOUNDATION OF THE BUILDING, 42.0 FEET
 EB4220'(12.8 M) EAST SOUTHEAST OF THE EAST EDGE OF THE SIDEWALK OF NORTH
 EB4220'COLT STREET, 97.0 FEET (29.6 M) WEST OF THE WEST RAIL OF THE RAILROAD
 EB4220'TRACKS, 72.8 FEET (22.2 M) SOUTH OF A POWER POLE T/373 WITH GUY WIRE,
 EB4220'92.3 FEET (28.1 M) NORTHEAST OF A POWER POLE NUMBER 374. DESCRIBED BY
 EB4220'T. HALL.
 EB4220
 EB4220                          STATION RECOVERY (2003)
 EB4220
 EB4220'RECOVERY NOTE BY US POWER SQUADRON 2003 (PKH)
 EB4220'RECOVERED IN GOOD CONDITION.
 EB4220
 EB4220                          STATION RECOVERY (2004)
 EB4220
 EB4220'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4220'RECOVERED IN GOOD CONDITION.
 EB4220
 EB4220                          STATION RECOVERY (2006)
 EB4220
 EB4220'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4217 ***********************************************************************
 EB4217  DESIGNATION -  21 089
 EB4217  PID         -  EB4217
 EB4217  STATE/COUNTY-  SC/FLORENCE
 EB4217  USGS QUAD   -  FLORENCE WEST (1986)
 EB4217
 EB4217                         *CURRENT SURVEY CONTROL
 EB4217  ___________________________________________________________________
 EB4217* NAD 83(1986)-  34 14 22.     (N)    079 48 39.     (W)     SCALED    
 EB4217* NAVD 88     -        42.423  (meters)     139.18   (feet)  ADJUSTED  
 EB4217  ___________________________________________________________________
 EB4217  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EB4217  DYNAMIC HT  -          42.382 (meters)     139.05  (feet)  COMP
 EB4217  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 EB4217
 EB4217  VERT ORDER  -  FIRST     CLASS II
 EB4217
 EB4217.The horizontal coordinates were scaled from a topographic map and have
 EB4217.an estimated accuracy of +/- 6 seconds.
 EB4217
 EB4217.The orthometric height was determined by differential leveling
 EB4217.and adjusted by the National Geodetic Survey in June 1994..
 EB4217
 EB4217.The geoid height was determined by GEOID03.
 EB4217
 EB4217.The dynamic height is computed by dividing the NAVD 88
 EB4217.geopotential number by the normal gravity value computed on the
 EB4217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4217.degrees latitude (g = 980.6199 gals.).
 EB4217
 EB4217.The modeled gravity was interpolated from observed gravity values.
 EB4217
 EB4217;                    North         East    Units  Estimated Accuracy
 EB4217;SPC SC       -   267,460.      719,130.      MT  (+/- 180 meters Scaled)
 EB4217
 EB4217                          SUPERSEDED SURVEY CONTROL
 EB4217
 EB4217.No superseded survey control is available for this station.
 EB4217
 EB4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT095893(NAD 83)
 EB4217_MARKER: DD = SURVEY DISK
 EB4217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4217_SP_SET: CONCRETE POST
 EB4217_STAMPING: 21 089 1993
 EB4217_MARK LOGO: SCGS  
 EB4217_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4217+STABILITY: SURFACE MOTION
 EB4217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4217+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 EB4217
 EB4217  HISTORY     - Date     Condition        Report By
 EB4217  HISTORY     - 1993     MONUMENTED       SCGS
 EB4217  HISTORY     - 20031122 GOOD             USPSQD
 EB4217  HISTORY     - 20041124 GOOD             USPSQD
 EB4217  HISTORY     - 20060118 GOOD             USPSQD
 EB4217
 EB4217                          STATION DESCRIPTION
 EB4217
 EB4217'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4217'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTHEAST OF DARLINGTON, 4.0
 EB4217'MILES (6.4 KM) NORTHWEST OF FLORENCE. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4217'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4217'803-737-1350.
 EB4217'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 AND
 EB4217'U.S. HIGHWAY 52, 3.1 MILES (5.0 KM) NORTHWEST OF FLORENCE, GO
 EB4217'NORTHWEST ON HIGHWAY 52 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF
 EB4217'STATE ROAD 1466, CONTINUE ON HIGHWAY 52 FOR 0.05 MILE (0.08 KM) TO
 EB4217'THE ENTRANCE DRIVE TO THE PEE DEE STATE FARMERS MARKET AND THE
 EB4217'STATION NEAR THE SIGN FOR THE MARKET IN THE EAST ANGLE OF THE DRIVE.
 EB4217'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EB4217'(15.2 CM) BELOW THE HIGHWAY, 5.0 FEET (1.5 M) SOUTH SOUTHEAST OF THE
 EB4217'LEG OF THE SIGN, 50.9 FEET (15.5 M) NORTHEAST OF THE CENTER OF THE
 EB4217'NORTHWEST BOUND LANES OF HIGHWAY 52, 7.1 FEET (2.2 M) WEST NORTHWEST
 EB4217'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 148.0 FEET (45.1 M)
 EB4217'NORTHWEST OF A POWER POLE S21/3/4/3, 58.3 FEET (17.8 M) SOUTHEAST OF
 EB4217'THE CENTER OF THE MAIN ENTRANCE DRIVE.
 EB4217'DESCRIBED BY M.H. DAWSON.
 EB4217
 EB4217                          STATION RECOVERY (2003)
 EB4217
 EB4217'RECOVERY NOTE BY US POWER SQUADRON 2003 (LJK)
 EB4217'RECENT LANDSCAPING BURIED MARKER 0.2 FEET
 EB4217
 EB4217                          STATION RECOVERY (2004)
 EB4217
 EB4217'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB4217'RECOVERED IN GOOD CONDITION.
 EB4217
 EB4217                          STATION RECOVERY (2006)
 EB4217
 EB4217'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB4217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3380 ***********************************************************************
 DE3380  DESIGNATION -  21 NW 12
 DE3380  PID         -  DE3380
 DE3380  STATE/COUNTY-  SC/AIKEN
 DE3380  USGS QUAD   -  AIKEN NW (1982)
 DE3380
 DE3380                         *CURRENT SURVEY CONTROL
 DE3380  ___________________________________________________________________
 DE3380* NAD 83(2001)-  33 39 33.15212(N)    081 42 02.37851(W)     ADJUSTED  
 DE3380* NAVD 88     -       135.276  (meters)     443.82   (feet)  ADJUSTED  
 DE3380  ___________________________________________________________________
 DE3380  X           -     767,104.498 (meters)                     COMP
 DE3380  Y           -  -5,258,734.716 (meters)                     COMP
 DE3380  Z           -   3,515,104.093 (meters)                     COMP
 DE3380  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DE3380  ELLIP HEIGHT-         104.80  (meters)          (03/13/03) GPS OBS
 DE3380  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DE3380  DYNAMIC HT  -         135.132 (meters)     443.35  (feet)  COMP
 DE3380  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 DE3380
 DE3380  HORZ ORDER  -  FIRST
 DE3380  VERT ORDER  -  FIRST     CLASS II
 DE3380  ELLP ORDER  -  FOURTH    CLASS II
 DE3380
 DE3380.The horizontal coordinates were established by GPS observations
 DE3380.and adjusted by the National Geodetic Survey in March 2003..
 DE3380
 DE3380.The orthometric height was determined by differential leveling
 DE3380.and adjusted by the National Geodetic Survey in April 1994..
 DE3380
 DE3380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3380
 DE3380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3380
 DE3380.The ellipsoidal height was determined by GPS observations
 DE3380.and is referenced to NAD 83.
 DE3380
 DE3380.The geoid height was determined by GEOID03.
 DE3380
 DE3380.The dynamic height is computed by dividing the NAVD 88
 DE3380.geopotential number by the normal gravity value computed on the
 DE3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3380.degrees latitude (g = 980.6199 gals.).
 DE3380
 DE3380.The modeled gravity was interpolated from observed gravity values.
 DE3380
 DE3380;                    North         East     Units Scale Factor Converg.
 DE3380;SPC SC       -   202,702.555   544,626.170   MT  0.99979367   -0 23 18.4
 DE3380;SPC SC       -   665,034.63  1,786,831.27   iFT  0.99979367   -0 23 18.4
 DE3380;UTM  17      - 3,724,590.945   435,037.629   MT  0.99965203   -0 23 18.1
 DE3380
 DE3380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3380!SPC SC       -   0.99998355  x   0.99979367  =   0.99977722
 DE3380!UTM  17      -   0.99998355  x   0.99965203  =   0.99963558
 DE3380
 DE3380                          SUPERSEDED SURVEY CONTROL
 DE3380
 DE3380  NAD 83(1986)-  33 39 33.16222(N)    081 42 02.37480(W) AD(       ) 1
 DE3380  NAD 83(1995)-  33 39 33.15203(N)    081 42 02.37827(W) AD(       ) 1
 DE3380  ELLIP H (11/18/02)  104.86   (m)                       GP(       ) 4 2
 DE3380  NAVD 88 (11/18/02)  135.28   (m)          443.8    (f) LEVELING    3  
 DE3380
 DE3380.Superseded values are not recommended for survey control.
 DE3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3380.See file dsdata.txt to determine how the superseded data were derived.
 DE3380
 DE3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3503824591(NAD 83)
 DE3380_MARKER: P = PIPE CAP
 DE3380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3380_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3380_STAMPING: 21 NW 12
 DE3380_MARK LOGO: SC0020
 DE3380_PROJECTION: RECESSED 5 CENTIMETERS
 DE3380_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3380+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 DE3380_ROD/PIPE-DEPTH: 0.76 meters
 DE3380
 DE3380  HISTORY     - Date     Condition        Report By
 DE3380  HISTORY     - UNK      MONUMENTED       SC0020
 DE3380  HISTORY     - 19921112 GOOD             SCGS
 DE3380  HISTORY     - 20000724 GOOD             SCGS
 DE3380  HISTORY     - 20030825 MARK NOT FOUND   USPSQD
 DE3380
 DE3380                          STATION DESCRIPTION
 DE3380
 DE3380'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3380'STATION IS LOCATED 6.95 MILES (11.18 KM) NORTH OF AIKEN, 6.8 MILES
 DE3380'(10.9 KM) NORTHEAST OF VAUCLUSE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3380'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3380'803-737-1350.
 DE3380'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY
 DE3380'20 AND U.S. HIGHWAY 1, 7.8 MILES (12.6 KM) NORTH NORTHEAST OF AIKEN,
 DE3380'GO NORTH ON HIGHWAY 1 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF
 DE3380'STATE ROAD 153 (SHILOH CHURCH ROAD), TURN LEFT ON ROAD 153 FOR 1.7
 DE3380'MILES (2.7 KM) TO THE JUNCTION OF STATE ROAD 1925 (HAMELIN ROAD) AND
 DE3380'THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE JUNCTION.
 DE3380'STATION IS A PIPE MARK WITH CAP RECESSED 0.2 FOOT (6.1 CM) AND 3.0
 DE3380'FEET (0.9 M) ABOVE ROAD 1925, 47.7 FEET (14.5 M) NORTH OF THE CENTER
 DE3380'OF ROAD 153, 44.2 FEET (13.5 M) EAST OF THE CENTER OF ROAD 1925, 13.3
 DE3380'FEET (4.1 M) NORTH OF THE POWER POLE NUMBER 04011/404-2-9.4-8.4, 11.0
 DE3380'FEET (3.4 M) NORTH OF A TELEPHONE JUNCTION BOX, 142.6 FEET (43.5 M)
 DE3380'NORTHEAST OF BENCH MARK T 51, 0.9 FOOT (27.4 CM) WEST OF A WITNESS
 DE3380'POST.
 DE3380'RECOVERED BY T. HALL.
 DE3380
 DE3380                          STATION RECOVERY (2000)
 DE3380
 DE3380'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3380'STATION IS LOCATED 6.9 MILES (11.1 KM) NORTH NORTHEAST OF AIKEN, 16.0
 DE3380'MILES (25.7 KM) SOUTHEAST OF EDGEFIELD.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3380'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3380'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE3380'INTERSTATE 20 (EXIT 22) AND U.S.  HIGHWAY 1 (COLUMBIA HIGHWAY) , 7.7
 DE3380'MILES (12.4 KM) NORTH NORTHEAST OF AIKEN, GO NORTH ON HIGHWAY 1 FOR
 DE3380'0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 153 (SHILOH CHURCH
 DE3380'ROAD) , TURN LEFT ROAD 153 FOR 1.7 MILES (2.7 KM) TO THE STATION ON
 DE3380'THE RIGHT NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 DE3380'STATE ROAD 1925 (HAMELIN ROAD) .  STATION IS A PIPE CAP ATTACHED TO AN
 DE3380'ALUMINUM PIPE RECESSED 0.4 FOOT (12.2 CM) AND 3.0 FEET (0.9 M) ABOVE
 DE3380'THE ROAD, 47.2 FEET (14.4 M) NORTH OF THE CENTER OF ROAD 153, 44.0
 DE3380'FEET (13.4 M) EAST OF THE CENTER OF ROAD 1925, 13.4 FEET (4.1 M) NORTH
 DE3380'OF THE POWER POLE NUMBER 04011/404-2-9.4-8.4, 10.0 FEET (3.0 M) NORTH
 DE3380'OF A TELEPHONE JUNCTION BOX, 28.4 FEET (8.7 M) EAST SOUTHEAST OF A
 DE3380'MANHOLE COVER IN A CONCRETE CURB.  RECOVERED BY J.B.  SMOAK.
 DE3380
 DE3380                          STATION RECOVERY (2003)
 DE3380
 DE3380'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3380'NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE2033 ***********************************************************************
 DE2033  HT_MOD      -  This is a Height Modernization Survey Station.
 DE2033  DESIGNATION -  210
 DE2033  PID         -  DE2033
 DE2033  STATE/COUNTY-  SC/CALHOUN
 DE2033  USGS QUAD   -  LONE STAR (1988)
 DE2033
 DE2033                         *CURRENT SURVEY CONTROL
 DE2033  ___________________________________________________________________
 DE2033* NAD 83(2001)-  33 37 49.19714(N)    080 32 45.15484(W)     ADJUSTED  
 DE2033* NAVD 88     -        35.09   (meters)     115.1    (feet)  GPS OBS   
 DE2033  ___________________________________________________________________
 DE2033  X           -     873,207.860 (meters)                     COMP
 DE2033  Y           -  -5,243,874.237 (meters)                     COMP
 DE2033  Z           -   3,512,381.685 (meters)                     COMP
 DE2033  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DE2033  ELLIP HEIGHT-           3.64  (meters)          (05/06/05) GPS OBS
 DE2033  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DE2033
 DE2033  HORZ ORDER  -  FIRST
 DE2033  ELLP ORDER  -  FOURTH    CLASS II
 DE2033
 DE2033.The horizontal coordinates were established by GPS observations
 DE2033.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DE2033
 DE2033.The orthometric height was determined by GPS observations and a
 DE2033.high-resolution geoid model using precise GPS observation and
 DE2033.processing techniques.
 DE2033
 DE2033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2033
 DE2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2033
 DE2033.The ellipsoidal height was determined by GPS observations
 DE2033.and is referenced to NAD 83.
 DE2033
 DE2033.The geoid height was determined by GEOID03.
 DE2033
 DE2033;                    North         East     Units Scale Factor Converg.
 DE2033;SPC SC       -   199,372.666   651,726.158   MT  0.99979389   +0 15 06.4
 DE2033;SPC SC       -   654,109.80  2,138,209.18   iFT  0.99979389   +0 15 06.4
 DE2033;UTM  17      - 3,721,261.657   542,118.296   MT  0.99962187   +0 15 05.4
 DE2033
 DE2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2033!SPC SC       -   0.99999943  x   0.99979389  =   0.99979332
 DE2033!UTM  17      -   0.99999943  x   0.99962187  =   0.99962130
 DE2033
 DE2033:                Primary Azimuth Mark                     Grid Az
 DE2033:SPC SC       -  211                                      255 10 16.1
 DE2033:UTM  17      -  211                                      255 10 17.1
 DE2033
 DE2033|---------------------------------------------------------------------|
 DE2033| PID    Reference Object                     Distance      Geod. Az  |
 DE2033|                                                           dddmmss.s |
 DE2033| DE2034 211                                 APPROX. 1.4 KM 2552522.5 |
 DE2033|---------------------------------------------------------------------|
 DE2033
 DE2033                          SUPERSEDED SURVEY CONTROL
 DE2033
 DE2033  NAD 83(2001)-  33 37 49.19787(N)    080 32 45.15518(W) AD(       ) 2
 DE2033  NAD 83(1986)-  33 37 49.20836(N)    080 32 45.15393(W) AD(       ) 2
 DE2033  NAD 27      -  33 37 48.62871(N)    080 32 45.85316(W) AD(       ) 2
 DE2033  NGVD 29 (07/19/86)   35.40   (m)          116.1    (f) LEVELING    3  
 DE2033
 DE2033.Superseded values are not recommended for survey control.
 DE2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2033.See file dsdata.txt to determine how the superseded data were derived.
 DE2033
 DE2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4211821262(NAD 83)
 DE2033_MARKER: DD = SURVEY DISK
 DE2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE2033_STAMPING: 210 1977
 DE2033_MARK LOGO: SCPA  
 DE2033_PROJECTION: PROJECTING 3 CENTIMETERS
 DE2033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2033+STABILITY: SURFACE MOTION
 DE2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2033+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 DE2033
 DE2033  HISTORY     - Date     Condition        Report By
 DE2033  HISTORY     - 1982     MONUMENTED       SCGS
 DE2033  HISTORY     - 20031105 GOOD             SCGS
 DE2033
 DE2033                          STATION DESCRIPTION
 DE2033
 DE2033'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE2033'NO UNDERGROUND MARK WAS SET.
 DE2033'
 DE2033'THE STATION IS LOCATED ABOUT (5 MI) NORTH NORTHWEST OF ELLOREE AND
 DE2033'(2.5 MI) NORTHEAST OF LONE STAR, NEXT TO LOW FALLS LANDING
 DE2033'OWNERSHIP--THE STATE OF SOUTH CAROLINA FOR INFORMATION CONTACT MR.
 DE2033'GEORGE WEATHERS PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA S.C.
 DE2033'29202.
 DE2033'
 DE2033'TO REACH THE STATION FROM JUNCTION OF STATE ROUTE 33-267 AND COUNTY
 DE2033'ROAD S-9-11 GO EAST ON S-9-11 FOR (0.8 MI) TO LONE STAR, S.C.
 DE2033'CONTINUE LEFT ON S-9-11 FOR (0.5 MI) TO ROAD S-9-402 GO NORTHWEST ON
 DE2033'S-9-402 (0.9 MI) TO S-9-326 GO NORTHEAST ON S-9-326 FOR (2.65 MI) TO
 DE2033'MARK ON LEFT.
 DE2033'
 DE2033'THE STATION IS A STANDARD SOUTH CAROLINA POWER AUTHORITY DISK STAMPED
 DE2033'---1977 NO 210--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 9
 DE2033'INCHES ON SIDE PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 5.608
 DE2033'METERS NW FROM APPROX CENTER OF, 0.610 METERS SW FROM METAL WITNESS
 DE2033'POST, AND 0.670 METERS SW FROM POWERPOLE.
 DE2033
 DE2033                          STATION RECOVERY (2003)
 DE2033
 DE2033'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE2033'STATION IS LOCATED 7.0 MILES NORTH NORTHEAST OF ELLOREE, 13.5 MILES
 DE2033'EAST OF SAINT  MATTHEWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DE2033'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE2033'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE2033'267 (MCCORDS FERRY ROAD), 33  (CAMERON ROAD) AND STATE ROAD 11 (LONE
 DE2033'STAR ROAD), 7.1 MILES NORTH NORTHWEST OF  ELLOREE, GO NORTH ON HIGHWAY
 DE2033'267 FOR 1.2 MILES TO THE JUNCTION OF STATE ROAD 129  (WEEKS LANDING
 DE2033'ROAD), TURN RIGHT ON ROAD 129 FOR 0.6 MILE TO THE JUNCTION OF STATE
 DE2033'ROADS 221 (WEEKS LANDING ROAD) AHEAD AND 129 (LOW FALLS ROAD) RIGHT,
 DE2033'TURN RIGHT  ON ROAD 129 FOR 1.7 MILES TO THE FORK JUNCTION OF STATE
 DE2033'ROAD 326 (BLIND POND ROAD)  RIGHT, CONTINUE ON ROAD 129 FOR 1.8 MILES
 DE2033'TO THE STATION ON THE LEFT NEAR A POWER  POLE. STATION IS A CONCRETE
 DE2033'POST PROJECTING 0.1 FOOT AND 0.5 FOOT ABOVE THE ROAD, 18.8 FEET  NORTH
 DE2033'OF THE CENTER OF THE ROAD, 2.3 FEET WEST NORTHWEST OF THE POWER POLE
 DE2033'WITH A  SCGS REFERENCE WASHER ATTACHED, 1.7 FEET WEST NORTHWEST OF A
 DE2033'METAL WITNESS POST,  0.6 FOOT SOUTH OF A WITNESS POST. NOTE-STATION IS
 DE2033'INTERVISIBLE WITH SURVEY STATION MON 211. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6253 ***********************************************************************
 CK6253  DESIGNATION -  2105
 CK6253  PID         -  CK6253
 CK6253  STATE/COUNTY-  SC/COLLETON
 CK6253  USGS QUAD   -  EDISTO BEACH (1972)
 CK6253
 CK6253                         *CURRENT SURVEY CONTROL
 CK6253  ___________________________________________________________________
 CK6253* NAD 83(2001)-  32 29 46.02158(N)    080 20 43.14881(W)     ADJUSTED  
 CK6253* NAVD 88     -         2.07   (+/-2cm)       6.8    (feet)  VERTCON   
 CK6253  ___________________________________________________________________
 CK6253  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CK6253  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 CK6253
 CK6253  HORZ ORDER  -  THIRD
 CK6253  VERT ORDER  -  THIRD ? (See Below)
 CK6253
 CK6253.The horizontal coordinates were established by classical geodetic methods
 CK6253.and adjusted by the National Geodetic Survey in March 2004..
 CK6253
 CK6253.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6253.The vertical order pertains to the NGVD 29 superseded value.
 CK6253
 CK6253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6253
 CK6253.The geoid height was determined by GEOID03.
 CK6253
 CK6253;                    North         East     Units Scale Factor Converg.
 CK6253;SPC SC       -    73,701.089   671,127.105   MT  1.00000137   +0 21 46.6
 CK6253;SPC SC       -   241,801.47  2,201,860.58   iFT  1.00000137   +0 21 46.6
 CK6253;UTM  17      - 3,595,617.471   561,503.391   MT  0.99964664   +0 21 06.2
 CK6253
 CK6253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6253!SPC SC       -   1.00000472  x   1.00000137  =   1.00000609
 CK6253!UTM  17      -   1.00000472  x   0.99964664  =   0.99965136
 CK6253
 CK6253                          SUPERSEDED SURVEY CONTROL
 CK6253
 CK6253  NAD 83(1986)-  32 29 46.03369(N)    080 20 43.15196(W) AD(       ) 3
 CK6253  NGVD 29 (03/31/93)    2.36   (m)            7.7    (f) LEVELING    3  
 CK6253
 CK6253.Superseded values are not recommended for survey control.
 CK6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6253.See file dsdata.txt to determine how the superseded data were derived.
 CK6253
 CK6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6150395617(NAD 83)
 CK6253_MARKER: DD = SURVEY DISK
 CK6253_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CK6253_SP_SET: SURROUNDED BY MASS OF CONCRETE
 CK6253_STAMPING: 2105 1992
 CK6253_MARK LOGO: SCCC  
 CK6253_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK6253
 CK6253  HISTORY     - Date     Condition        Report By
 CK6253  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6253  HISTORY     - 20040613 MARK NOT FOUND   SCGS
 CK6253
 CK6253                          STATION DESCRIPTION
 CK6253
 CK6253'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6253'STATION IS LOCATED AT THE SOUTHWEST END OF EDISTO BEACH.
 CK6253'OWNERSHIP--BAY POINT AT EDISTO CONDOMINIUMS.
 CK6253'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6253'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6253'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6253'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6253'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6253'HIGHWAY 174 (PALMETTO BLVD) FOR 3.65 MILES (5.87 KM) TO THE JUNCTION
 CK6253'OF YACHT CLUB ROAD, GO NORTH ON YACHT CLUB ROAD FOR 0.30 MILES
 CK6253'(0.48 KM) TO THE ENTRANCE TO BAY POINT AT EDISTO CONDOMINIUMS.
 CK6253'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6253'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW
 CK6253'GROUND,APPROXIMATELY 200 FEET (61.0 M) NORTH OF THE ENTRANCE TO THE
 CK6253'CONDOMINIUMS ON A KNOLL OVERLOOKING THE MARSH, 27.2 FEET (8.3 M) EAST
 CK6253'OF A 12-INCH PALMETTO TREE, 19.8 FEET (6.0 M) SOUTH SOUTHEAST OF A
 CK6253'10-INCH PALMETTO TREE, 12.3 FEET (3.7 M) EAST SOUTHEAST OF AN 8-INCH
 CK6253'PALMETTO TREE.
 CK6253
 CK6253                          STATION RECOVERY (2004)
 CK6253
 CK6253'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6253'DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING
 CK6253'REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS
 CK6253'STATION WITH NO RESULTS, POSITION PUTS STATION UNDER A WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE2034 ***********************************************************************
 DE2034  HT_MOD      -  This is a Height Modernization Survey Station.
 DE2034  DESIGNATION -  211
 DE2034  PID         -  DE2034
 DE2034  STATE/COUNTY-  SC/CALHOUN
 DE2034  USGS QUAD   -  LONE STAR (1988)
 DE2034
 DE2034                         *CURRENT SURVEY CONTROL
 DE2034  ___________________________________________________________________
 DE2034* NAD 83(2001)-  33 37 37.91690(N)    080 33 36.99280(W)     ADJUSTED  
 DE2034* NAVD 88     -        40.34   (meters)     132.3    (feet)  GPS OBS   
 DE2034  ___________________________________________________________________
 DE2034  X           -     871,922.240 (meters)                     COMP
 DE2034  Y           -  -5,244,287.710 (meters)                     COMP
 DE2034  Z           -   3,512,095.218 (meters)                     COMP
 DE2034  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DE2034  ELLIP HEIGHT-           8.90  (meters)          (05/06/05) GPS OBS
 DE2034  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DE2034
 DE2034  HORZ ORDER  -  FIRST
 DE2034  ELLP ORDER  -  FOURTH    CLASS II
 DE2034
 DE2034.The horizontal coordinates were established by GPS observations
 DE2034.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DE2034
 DE2034.The orthometric height was determined by GPS observations and a
 DE2034.high-resolution geoid model using precise GPS observation and
 DE2034.processing techniques.
 DE2034
 DE2034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2034
 DE2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2034
 DE2034.The ellipsoidal height was determined by GPS observations
 DE2034.and is referenced to NAD 83.
 DE2034
 DE2034.The geoid height was determined by GEOID03.
 DE2034
 DE2034;                    North         East     Units Scale Factor Converg.
 DE2034;SPC SC       -   199,019.421   650,391.901   MT  0.99979393   +0 14 37.6
 DE2034;SPC SC       -   652,950.86  2,133,831.70   iFT  0.99979393   +0 14 37.6
 DE2034;UTM  17      - 3,720,908.480   540,784.268   MT  0.99962051   +0 14 36.7
 DE2034
 DE2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2034!SPC SC       -   0.99999860  x   0.99979393  =   0.99979253
 DE2034!UTM  17      -   0.99999860  x   0.99962051  =   0.99961911
 DE2034
 DE2034                          SUPERSEDED SURVEY CONTROL
 DE2034
 DE2034  NAD 83(2001)-  33 37 37.91822(N)    080 33 36.99349(W) AD(       ) 2
 DE2034  NAD 83(1986)-  33 37 37.92880(N)    080 33 36.99222(W) AD(       ) 2
 DE2034  NAD 27      -  33 37 37.34935(N)    080 33 37.69009(W) AD(       ) 2
 DE2034  NGVD 29 (07/19/86)   40.64   (m)          133.3    (f) LEVELING    3  
 DE2034
 DE2034.Superseded values are not recommended for survey control.
 DE2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2034.See file dsdata.txt to determine how the superseded data were derived.
 DE2034
 DE2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4078420908(NAD 83)
 DE2034_MARKER: DD = SURVEY DISK
 DE2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE2034_STAMPING: 211 1977
 DE2034_MARK LOGO: SCPA  
 DE2034_PROJECTION: RECESSED 8 CENTIMETERS
 DE2034_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2034+STABILITY: SURFACE MOTION
 DE2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2034+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 DE2034
 DE2034  HISTORY     - Date     Condition        Report By
 DE2034  HISTORY     - 1982     MONUMENTED       SCGS
 DE2034  HISTORY     - 20031105 GOOD             SCGS
 DE2034
 DE2034                          STATION DESCRIPTION
 DE2034
 DE2034'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH)
 DE2034'NO UNDERGROUND MARK WAS SET.
 DE2034'
 DE2034'THE STATION IS LOCATED ABOUT (5 MI) NORTH NORTHWEST OF ELLOREE AND
 DE2034'(2.5 MI) NORTHEAST OF LONE STAR, S.C. NEAR LOW FALLS LANDING
 DE2034'OWNERSHIP--THE STATE OF SOUTH CAROLINA FOR INFORMATION CONTACT MR
 DE2034'GEORGE WEATHERS PRE-CONSTRUCTION ENGINEER P.O. BOX 191 COLUMBIA, S.C.
 DE2034'29202.
 DE2034'
 DE2034'TO REACH THE STATION FROM JUNCTION OF STATE ROUTES 33-267 AND COUNTY
 DE2034'ROAD S-9-11 GO EAST ON S-9-11 FOR (0.8 MI) TO LONE STAR, S.C.
 DE2034'CONTINUE LEFT ON S-9-11 FOR (0.5 MI) TO ROAD S-9-402 GO NORTHWEST ON
 DE2034'S-9-402 FOR (0.9 MI) TO ROAD S-9-326 GO NORTHEAST ON S-9-326 FOR (1.8
 DE2034'MI) TO MARK ON LEFT.
 DE2034'
 DE2034'THE STATION IS A STANDARD SOUTH CAROLINA POWER AUTHORITY DISK STAMPED
 DE2034'---1977 NO 211--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 9
 DE2034'INCHES ON SIDE RECESSED BELOW THE GROUND LOCATED 4.237 METERS NW FROM
 DE2034'APPROX CENTER OF S-9-326, FROM POWERPOLE WITH TRANSFORMER, AND 4.115
 DE2034'METERS SE FROM 20 INCH SWEET GUM TREE.
 DE2034
 DE2034                          STATION RECOVERY (2003)
 DE2034
 DE2034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE2034'STATION IS LOCATED 6.6 MILES NORTH NORTHEAST OF ELLOREE, 12.8 MILES
 DE2034'EAST OF SAINT  MATTHEWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DE2034'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 DE2034'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE2034'267 (MCCORDS FERRY ROAD), 33  (CAMERON ROAD) AND STATE ROAD 11 (LONE
 DE2034'STAR ROAD), 7.1 MILES NORTH NORTHWEST OF  ELLOREE, GO NORTH ON HIGHWAY
 DE2034'267 FOR 1.2 MILES TO THE JUNCTION OF STATE ROAD 129  (WEEKS LANDING
 DE2034'ROAD), TURN RIGHT ON ROAD 129 FOR 0.6 MILE TO THE JUNCTION OF STATE
 DE2034'ROADS 221 (WEEKS LANDING ROAD) AHEAD AND 129 (LOW FALLS ROAD) RIGHT,
 DE2034'TURN RIGHT  ON ROAD 129 FOR 1.7 MILES TO THE FORK JUNCTION OF STATE
 DE2034'ROAD 326 (BLIND POND ROAD)  RIGHT, CONTINUE ON ROAD 129 FOR 0.9 MILE
 DE2034'TO THE STATION ON THE LEFT NEAR THE SOUTHEAST  CORNER OF A CULTIVATED
 DE2034'FIELD. STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND 0.5 FOOT BELOW
 DE2034'THE ROAD, 14.0 FEET  NORTH OF THE CENTER OF THE ROAD, 49.0 FEET NORTH
 DE2034'OF A 1.3-FOOT PINE TREE WITH A SCGS  REFERENCE WASHER ATTACHED, 191.5
 DE2034'FEET EAST NORTHEAST OF A 1.2-FOOT CONCRETE PIPE  CULVERT BENEATH A
 DE2034'DRIVEWAY TO A MOBILE HOME NUMBER 686, 220.1 FEET EAST NORTHEAST OF A
 DE2034'POWER POLE WITH A TRANSFORMER AND GUY WIRE IN FRONT OF A MOBILE HOME
 DE2034'NUMBER 686, 239.5  FEET WEST SOUTHWEST OF A POWER POLE WITH GUY WIRE,
 DE2034'48.5 FEET NORTH OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH
 DE2034'SURVEY STATION MON 210. RECOVERED BY R.P. MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5699 ***********************************************************************
 CK5699  DESIGNATION -  2110
 CK5699  PID         -  CK5699
 CK5699  STATE/COUNTY-  SC/COLLETON
 CK5699  USGS QUAD   -  EDISTO BEACH (1972)
 CK5699
 CK5699                         *CURRENT SURVEY CONTROL
 CK5699  ___________________________________________________________________
 CK5699* NAD 83(2001)-  32 29 35.48145(N)    080 20 38.66425(W)     ADJUSTED  
 CK5699* NAVD 88     -         1.580  (meters)       5.18   (feet)  ADJUSTED  
 CK5699  ___________________________________________________________________
 CK5699  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 CK5699  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 CK5699  DYNAMIC HT  -           1.578 (meters)       5.18  (feet)  COMP
 CK5699  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CK5699
 CK5699  HORZ ORDER  -  THIRD
 CK5699  VERT ORDER  -  THIRD
 CK5699
 CK5699.The horizontal coordinates were established by classical geodetic methods
 CK5699.and adjusted by the National Geodetic Survey in March 2004..
 CK5699
 CK5699.The orthometric height was determined by differential leveling
 CK5699.and adjusted by the National Geodetic Survey in April 1995..
 CK5699
 CK5699.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5699
 CK5699.The geoid height was determined by GEOID03.
 CK5699
 CK5699.The dynamic height is computed by dividing the NAVD 88
 CK5699.geopotential number by the normal gravity value computed on the
 CK5699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5699.degrees latitude (g = 980.6199 gals.).
 CK5699
 CK5699.The modeled gravity was interpolated from observed gravity values.
 CK5699
 CK5699;                    North         East     Units Scale Factor Converg.
 CK5699;SPC SC       -    73,377.156   671,246.236   MT  1.00000241   +0 21 49.1
 CK5699;SPC SC       -   240,738.70  2,202,251.43   iFT  1.00000241   +0 21 49.1
 CK5699;UTM  17      - 3,595,293.629   561,622.417   MT  0.99964682   +0 21 08.5
 CK5699
 CK5699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5699!SPC SC       -   1.00000480  x   1.00000241  =   1.00000721
 CK5699!UTM  17      -   1.00000480  x   0.99964682  =   0.99965162
 CK5699
 CK5699                          SUPERSEDED SURVEY CONTROL
 CK5699
 CK5699  NAD 83(1986)-  32 29 35.49398(N)    080 20 38.66782(W) AD(       ) 3
 CK5699  NGVD 29 (04/23/92)    1.871  (m)            6.14   (f) ADJUSTED    3 0
 CK5699
 CK5699.Superseded values are not recommended for survey control.
 CK5699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5699.See file dsdata.txt to determine how the superseded data were derived.
 CK5699
 CK5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6162295294(NAD 83)
 CK5699_MARKER: P = PIPE CAP
 CK5699_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5699_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5699_STAMPING: 2110 1988
 CK5699_MARK LOGO: SCCC  
 CK5699_PROJECTION: RECESSED 3 CENTIMETERS
 CK5699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5699+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 CK5699
 CK5699  HISTORY     - Date     Condition        Report By
 CK5699  HISTORY     - 1988     MONUMENTED       SCCC
 CK5699  HISTORY     - 19920320 GOOD             SURTEC
 CK5699  HISTORY     - 20040613 GOOD             SCGS
 CK5699  HISTORY     - 20050921 GOOD             SCGS
 CK5699
 CK5699                          STATION DESCRIPTION
 CK5699
 CK5699'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5699'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE JUNCTION OF SR-174
 CK5699'AND PALMETTO BOULEVARD, GO WEST FOR 2.65 MILES ALONG PALMETTO
 CK5699'BOULEVARD TO THE JUNCTION OF S-15-680 AND PALMETTO DRIVE, GO NORTH
 CK5699'FOR 1.2 MILES ALONG PALMETTO DRIVE TO THE Y-INTERSECTION OF PALMETTO
 CK5699'DRIVE AND SR-15-766, GO NORTH FOR 400.0 FEET ALONG SR-15-766 TO THE
 CK5699'STATION LOCATED ON THE RIGHT.  MARKER IS 42.0 FEET SOUTH SOUTHWEST OF
 CK5699'THE POWER POLE NUMBER 241075 SCE+G CO. AND 6.0 FEET WEST OF THE
 CK5699'5-INCH CEDAR TREE.  MARK IS PROJECTING 0.1 FEET ABOVE THE SURFACE OF
 CK5699'THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC
 CK5699'PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY
 CK5699'CONCRETE.
 CK5699
 CK5699                          STATION RECOVERY (1992)
 CK5699
 CK5699'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5699'STATION IS LOCATED AT THE SOUTHWEST END OF EDISTO BEACH.
 CK5699'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5699'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5699'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5699'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5699'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5699'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5699'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5699'HIGHWAY 174 (PALMETTO BLVD) FOR 3.65 MILES (5.87 KM) TO THE JUNCTION
 CK5699'OF YACHT CLUB ROAD, GO NORTH ON YACHT CLUB ROAD FOR 0.15 MILES
 CK5699'(0.24 KM) TO STATION ON RIGHT.
 CK5699'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5699'PVC PIPE SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND, 41.9 FEET
 CK5699'(12.8 M) SOUTH SOUTHWEST OF A POWER POLE NUMBER 291075, 23.5 FEET
 CK5699'(7.2 M) EAST OF THE CENTERLINE OF YACHT CLUB ROAD, 6.0 FEET (1.8 M)
 CK5699'WEST OF AN 8-INCH CEDAR TREE.
 CK5699
 CK5699                          STATION RECOVERY (2004)
 CK5699
 CK5699'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5699'1-FOOT TOWARDS ROAD FROM A WITNESS POST UNDER CEDAR TREE.
 CK5699
 CK5699                          STATION RECOVERY (2005)
 CK5699
 CK5699'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5699'STATION IS LOCATED 1.1 MI (1.77 KM) NORTH-NORTHWEST OF EDISTO BEACH,
 CK5699'34.0 MI (54.72 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK5699'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5699'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK5699'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK5699'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK5699'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK5699'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK5699'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 3.95 MI (6.36 KM)
 CK5699'TO THE JUNCTION OF YACHT CLUB ROAD LEFT, BEAR LEFT ON YACHT CLUB ROAD
 CK5699'FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT IN FRONT OF BEACH
 CK5699'HOUSE NUMBER 3609. STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE
 CK5699'IMBEDDED IN THE GROUND, RECESSED 0.1 FT (0.0 M) AND LEVEL WITH THE
 CK5699'ROAD, 23.9 FT (7.3 M) EAST OF THE CENTER OF YACHT CLUB ROAD, 5.7 FT
 CK5699'(1.7 M) WEST OF A 1.4-FOOT CEDAR TREE, 41.4 FT (12.6 M) SOUTH OF A
 CK5699'POWER POLE NUMBER 291075, 1.9 FT (88720.4 M) WEST OF A WITNESS POST.
 CK5699'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5836 ***********************************************************************
 CK5836  DESIGNATION -  2113
 CK5836  PID         -  CK5836
 CK5836  STATE/COUNTY-  SC/COLLETON
 CK5836  USGS QUAD   -  EDISTO BEACH (1972)
 CK5836
 CK5836                         *CURRENT SURVEY CONTROL
 CK5836  ___________________________________________________________________
 CK5836* NAD 83(2001)-  32 29 25.44625(N)    080 20 34.83932(W)     ADJUSTED  
 CK5836* NAVD 88     -         1.565  (meters)       5.13   (feet)  ADJUSTED  
 CK5836  ___________________________________________________________________
 CK5836  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CK5836  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 CK5836  DYNAMIC HT  -           1.563 (meters)       5.13  (feet)  COMP
 CK5836  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CK5836
 CK5836  HORZ ORDER  -  THIRD
 CK5836  VERT ORDER  -  THIRD
 CK5836
 CK5836.The horizontal coordinates were established by classical geodetic methods
 CK5836.and adjusted by the National Geodetic Survey in March 2004..
 CK5836
 CK5836.The orthometric height was determined by differential leveling
 CK5836.and adjusted by the National Geodetic Survey in April 1995..
 CK5836
 CK5836.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5836
 CK5836.The geoid height was determined by GEOID03.
 CK5836
 CK5836.The dynamic height is computed by dividing the NAVD 88
 CK5836.geopotential number by the normal gravity value computed on the
 CK5836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5836.degrees latitude (g = 980.6199 gals.).
 CK5836
 CK5836.The modeled gravity was interpolated from observed gravity values.
 CK5836
 CK5836;                    North         East     Units Scale Factor Converg.
 CK5836;SPC SC       -    73,068.669   671,348.056   MT  1.00000339   +0 21 51.2
 CK5836;SPC SC       -   239,726.60  2,202,585.49   iFT  1.00000339   +0 21 51.2
 CK5836;UTM  17      - 3,594,985.231   561,724.139   MT  0.99964698   +0 21 10.5
 CK5836
 CK5836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5836!SPC SC       -   1.00000480  x   1.00000339  =   1.00000819
 CK5836!UTM  17      -   1.00000480  x   0.99964698  =   0.99965178
 CK5836
 CK5836                          SUPERSEDED SURVEY CONTROL
 CK5836
 CK5836  NAD 83(1986)-  32 29 25.45885(N)    080 20 34.84311(W) AD(       ) 3
 CK5836  NGVD 29 (04/23/92)    1.856  (m)            6.09   (f) ADJUSTED    3 0
 CK5836
 CK5836.Superseded values are not recommended for survey control.
 CK5836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5836.See file dsdata.txt to determine how the superseded data were derived.
 CK5836
 CK5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6172494985(NAD 83)
 CK5836_MARKER: P = PIPE CAP
 CK5836_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5836_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5836_STAMPING: 2113 1988
 CK5836_MARK LOGO: SCCC  
 CK5836_PROJECTION: RECESSED 5 CENTIMETERS
 CK5836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5836+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 CK5836_ROD/PIPE-DEPTH: 0.9  meters
 CK5836
 CK5836  HISTORY     - Date     Condition        Report By
 CK5836  HISTORY     - 1988     MONUMENTED       SCCC
 CK5836  HISTORY     - 19920320 GOOD             SURTEC
 CK5836  HISTORY     - 20040613 GOOD             SCGS
 CK5836  HISTORY     - 20050921 GOOD             SCGS
 CK5836
 CK5836                          STATION DESCRIPTION
 CK5836
 CK5836'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5836'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5836'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5836'PALMETTO BOULEVARD, GO WEST ALONG PALMETTO BOULEVARD FOR 2.65 MILES
 CK5836'TO THE JUNCTION OF STATE ROAD 680 AND PALMETTO DRIVE, GO NORTH ON
 CK5836'PALMETTO DRIVE FOR 1.2 MILES TO THE STATION ON THE RIGHT, 7.1 FEET
 CK5836'SOUTH SOUTHWEST OF A PALM TREE, 28.0 FEET NORTH NORTHWEST OF POWER
 CK5836'POLE NUMBER 337303 AND 21.7 FEET NORTH NORTHEAST OF A PALM TREE.
 CK5836'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5836'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5836'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5836
 CK5836                          STATION RECOVERY (1992)
 CK5836
 CK5836'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5836'STATION IS LOCATED AT THE SOUTHWEST END OF EDISTO BEACH.
 CK5836'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5836'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5836'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5836'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5836'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5836'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5836'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5836'HIGHWAY 174 (PALMETTO BLVD) FOR 3.60 MILES (5.79 KM) TO STATION ON
 CK5836'RIGHT.
 CK5836'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5836'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK5836'0.05 MILES (0.08 KM) SOUTH OF THE INTERSECTION OF HIGHWAY 174
 CK5836'(PALMETTO BLVD) AND YACHT CLUB ROAD, 28.5 FEET (8.7 M) WEST OF A
 CK5836'POWER POLE NUMBER 337308, 23.4 FEET (7.1 M) EAST OF THE CENTERLINE OF
 CK5836'ROAD, 22.5 FEET (6.9 M) NORTH NORTHWEST OF A 12-INCH PALMETTO TREE,
 CK5836'8.0 FEET (2.4 M) SOUTH SOUTHWEST OF A 16-INCH PALMETTO TREE.
 CK5836
 CK5836                          STATION RECOVERY (2004)
 CK5836
 CK5836'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5836'BETWEEN TWO WITNESS POSTS.
 CK5836
 CK5836                          STATION RECOVERY (2005)
 CK5836
 CK5836'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5836'STATION IS LOCATED 0.9 MI (1.45 KM) NORTH-NORTHWEST OF EDISTO BEACH,
 CK5836'34.2 MI (55.04 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK5836'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5836'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK5836'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK5836'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK5836'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK5836'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK5836'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 3.85 MI (6.2 KM)
 CK5836'TO THE STATION ON THE RIGHT BETWEEN BEACH HOUSES NUMBER 3511 AND 3509.
 CK5836'STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE IMBEDDED IN THE
 CK5836'GROUND, RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE HIGHWAY, 23.0 FT
 CK5836'(7.0 M) EAST OF THE CENTER OF THE HIGHWAY, 28.0 FT (8.5 M) WEST OF A
 CK5836'POWER LINE STUB POLE NUMBER 337308, 1.7 FT (102812.2 M) WEST OF THE
 CK5836'EASTERN ONE OF TWO WITNESS POSTS, 1.4 FT (0.4 M) EAST OF THE WESTERN
 CK5836'ONE OF TWO WITNESS POSTS. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5700 ***********************************************************************
 CK5700  DESIGNATION -  2115
 CK5700  PID         -  CK5700
 CK5700  STATE/COUNTY-  SC/COLLETON
 CK5700  USGS QUAD   -  EDISTO BEACH (1972)
 CK5700
 CK5700                         *CURRENT SURVEY CONTROL
 CK5700  ___________________________________________________________________
 CK5700* NAD 83(2001)-  32 29 15.30997(N)    080 20 31.54781(W)     ADJUSTED  
 CK5700* NAVD 88     -         1.577  (meters)       5.17   (feet)  ADJUSTED  
 CK5700  ___________________________________________________________________
 CK5700  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CK5700  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CK5700  DYNAMIC HT  -           1.575 (meters)       5.17  (feet)  COMP
 CK5700  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CK5700
 CK5700  HORZ ORDER  -  THIRD
 CK5700  VERT ORDER  -  THIRD
 CK5700
 CK5700.The horizontal coordinates were established by classical geodetic methods
 CK5700.and adjusted by the National Geodetic Survey in March 2004..
 CK5700
 CK5700.The orthometric height was determined by differential leveling
 CK5700.and adjusted by the National Geodetic Survey in April 1995..
 CK5700
 CK5700.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5700
 CK5700.The geoid height was determined by GEOID03.
 CK5700
 CK5700.The dynamic height is computed by dividing the NAVD 88
 CK5700.geopotential number by the normal gravity value computed on the
 CK5700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5700.degrees latitude (g = 980.6199 gals.).
 CK5700
 CK5700.The modeled gravity was interpolated from observed gravity values.
 CK5700
 CK5700;                    North         East     Units Scale Factor Converg.
 CK5700;SPC SC       -    72,756.980   671,435.975   MT  1.00000439   +0 21 53.1
 CK5700;SPC SC       -   238,704.00  2,202,873.93   iFT  1.00000439   +0 21 53.1
 CK5700;UTM  17      - 3,594,673.636   561,811.965   MT  0.99964711   +0 21 12.2
 CK5700
 CK5700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5700!SPC SC       -   1.00000480  x   1.00000439  =   1.00000919
 CK5700!UTM  17      -   1.00000480  x   0.99964711  =   0.99965191
 CK5700
 CK5700                          SUPERSEDED SURVEY CONTROL
 CK5700
 CK5700  NAD 83(1986)-  32 29 15.32259(N)    080 20 31.55189(W) AD(       ) 3
 CK5700  NGVD 29 (04/23/92)    1.868  (m)            6.13   (f) ADJUSTED    3 0
 CK5700
 CK5700.Superseded values are not recommended for survey control.
 CK5700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5700.See file dsdata.txt to determine how the superseded data were derived.
 CK5700
 CK5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6181294674(NAD 83)
 CK5700_MARKER: P = PIPE CAP
 CK5700_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5700_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5700_STAMPING: 2115 1988
 CK5700_MARK LOGO: SCCC  
 CK5700_PROJECTION: RECESSED 8 CENTIMETERS
 CK5700_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5700+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 CK5700
 CK5700  HISTORY     - Date     Condition        Report By
 CK5700  HISTORY     - 1988     MONUMENTED       SCCC
 CK5700  HISTORY     - 19920320 GOOD             SURTEC
 CK5700  HISTORY     - 20040613 GOOD             SCGS
 CK5700  HISTORY     - 20050921 GOOD             SCGS
 CK5700
 CK5700                          STATION DESCRIPTION
 CK5700
 CK5700'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5700'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE JUNCTION OF SR-174
 CK5700'AND PALMETTO BOULEVARD, GO WEST FOR 2.65 MILES ALONG PALMETTO
 CK5700'BOULEVARD TO THE JUNCTION OF S-15-680 AND PALMETTO DRIVE, GO NORTH
 CK5700'FOR 0.85 MILES ALONG PALMETTO DRIVE TO THE STATION LOCATED ON THE
 CK5700'LEFT.  MARKER IS 24.2 FEET NORTH NORTHEAST OF THE PALM TREE IN FRONT
 CK5700'OF HOUSE NUMBER 3332 AND 42.8 FEET SOUTH SOUTHEAST OF THE PALM TREE
 CK5700'IN FRONT OF HOUSE NUMBER 3402.  MARK IS PROJECTING 0.1 FEET ABOVE THE
 CK5700'SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A
 CK5700'2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED
 CK5700'BY CONCRETE.
 CK5700
 CK5700                          STATION RECOVERY (1992)
 CK5700
 CK5700'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5700'STATION IS LOCATED AT THE SOUTHWEST END OF EDISTO BEACH.
 CK5700'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5700'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5700'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5700'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5700'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5700'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5700'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5700'HIGHWAY 174 (PALMETTO BLVD) FOR 3.35 MILES (5.39 KM) TO THE JUNCTION
 CK5700'OF LOUISE STREET EAST AND STATION ON LEFT.
 CK5700'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5700'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK5700'32.8 FEET (10.0 M) WEST OF THE CENTERLINE OF HIGHWAY 174 (PALMETTO
 CK5700'BLVD), 32.4 FEET (9.9 M) EAST OF A 14-INCH PALMETTO TREE, 28.1 FEET
 CK5700'(8.6 M) NORTHEAST OF A POWER POLE NUMBER 291122.
 CK5700
 CK5700                          STATION RECOVERY (2004)
 CK5700
 CK5700'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5700'7.0 FEET SOUTHWEST OF A BEACH ACCESS SIGN.
 CK5700
 CK5700                          STATION RECOVERY (2005)
 CK5700
 CK5700'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5700'STATION IS LOCATED 0.7 MI (1.13 KM) NORTH-NORTHWEST OF EDISTO BEACH,
 CK5700'34.4 MI (55.36 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK5700'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5700'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK5700'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK5700'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK5700'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK5700'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK5700'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 3.65 MI (5.87 KM)
 CK5700'TO THE STATION ON THE LEFT AT A BEACH ACCESS PATH AND ACROSS THE
 CK5700'HIGHWAY FROM LOUISE STREET. STATION IS A PIPE CAP ATTACHED TO AN
 CK5700'ALUMINUM PIPE RECESSED 0.3 FT (0.1 M) AND LEVEL WITH THE HIGHWAY, 22.7
 CK5700'FT (6.9 M) WEST OF THE CENTER OF THE HIGHWAY, 8.5 FT (2.6 M) SOUTH OF
 CK5700'THE EAST WOODEN LEG OF A BEACH ACCESS SIGN, 28.4 FT (8.7 M) NORTHEAST
 CK5700'OF A POWER POLE NUMBER 281122/75 WITH TWO GUY WIRES AND A SECURITY
 CK5700'LIGHT ATTACHED, 31.9 FT (9.7 M) EAST OF A 1.5-FOOT PALMETTO TREE IN
 CK5700'THE CENTER OF THE GRASSY BEACH ACCESS PATH, 5.0 FT (1.5 M) NORTH OF
 CK5700'THE EXTENDED CENTER OF LOUISE STREET. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6254 ***********************************************************************
 CK6254  DESIGNATION -  2115 A
 CK6254  PID         -  CK6254
 CK6254  STATE/COUNTY-  SC/COLLETON
 CK6254  USGS QUAD   -  EDISTO BEACH (1972)
 CK6254
 CK6254                         *CURRENT SURVEY CONTROL
 CK6254  ___________________________________________________________________
 CK6254* NAD 83(2001)-  32 29 15.93420(N)    080 20 28.77950(W)     ADJUSTED  
 CK6254* NAVD 88     -         1.62   (+/-2cm)       5.3    (feet)  VERTCON   
 CK6254  ___________________________________________________________________
 CK6254  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CK6254  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CK6254
 CK6254  HORZ ORDER  -  THIRD
 CK6254  VERT ORDER  -  THIRD ? (See Below)
 CK6254
 CK6254.The horizontal coordinates were established by classical geodetic methods
 CK6254.and adjusted by the National Geodetic Survey in March 2004..
 CK6254.No horizontal observational check was made to the station.
 CK6254
 CK6254.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6254.The vertical order pertains to the NGVD 29 superseded value.
 CK6254
 CK6254.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6254
 CK6254.The geoid height was determined by GEOID03.
 CK6254
 CK6254;                    North         East     Units Scale Factor Converg.
 CK6254;SPC SC       -    72,776.669   671,508.127   MT  1.00000433   +0 21 54.6
 CK6254;SPC SC       -   238,768.60  2,203,110.65   iFT  1.00000433   +0 21 54.6
 CK6254;UTM  17      - 3,594,693.304   561,884.096   MT  0.99964722   +0 21 13.7
 CK6254
 CK6254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6254!SPC SC       -   1.00000479  x   1.00000433  =   1.00000912
 CK6254!UTM  17      -   1.00000479  x   0.99964722  =   0.99965201
 CK6254
 CK6254                          SUPERSEDED SURVEY CONTROL
 CK6254
 CK6254  NAD 83(1986)-  32 29 15.94677(N)    080 20 28.78357(W) AD(       ) 3
 CK6254  NGVD 29 (03/31/93)    1.91   (m)            6.3    (f) LEVELING    3  
 CK6254
 CK6254.Superseded values are not recommended for survey control.
 CK6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6254.See file dsdata.txt to determine how the superseded data were derived.
 CK6254
 CK6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6188494693(NAD 83)
 CK6254_MARKER: P = PIPE CAP
 CK6254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK6254_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK6254_STAMPING: 2115 A 1992
 CK6254_MARK LOGO: SCCC  
 CK6254_PROJECTION: RECESSED 8 CENTIMETERS
 CK6254_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6254+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 CK6254
 CK6254  HISTORY     - Date     Condition        Report By
 CK6254  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6254  HISTORY     - 20040613 GOOD             SCGS
 CK6254  HISTORY     - 20050921 GOOD             SCGS
 CK6254
 CK6254                          STATION DESCRIPTION
 CK6254
 CK6254'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6254'STATION IS LOCATED NEAR THE SOUTHWEST END OF EDISTO BEACH.
 CK6254'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK6254'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6254'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6254'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6254'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6254'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6254'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6254'HIGHWAY 174 (PALMETTO BLVD) FOR 3.35 MILES (5.39 KM) TO THE JUNCTION
 CK6254'OF LOUISE STREET, GO EAST ON LOUISE STREET TO THE INTERSECTION OF AN
 CK6254'ASPHALT BICYCLE PATH AND THE STATION ON THE RIGHT.
 CK6254'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6254'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK6254'26.0 FEET (7.9 M) WEST OF A POWER POLE NUMBER 291049, 17.6 FEET
 CK6254'(5.4 M) SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION OF LOUISE
 CK6254'STREET AND THE BICYCLE PATH, 11.3 FEET (3.4 M) SOUTH OF THE
 CK6254'CENTERLINE OF THE ROAD.
 CK6254
 CK6254                          STATION RECOVERY (2004)
 CK6254
 CK6254'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6254'WITNESS POST BESIDE STATION.
 CK6254
 CK6254                          STATION RECOVERY (2005)
 CK6254
 CK6254'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6254'STATION IS LOCATED 0.7 MI (1.13 KM) NORTH-NORTHWEST OF EDISTO BEACH,
 CK6254'34.4 MI (55.36 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK6254'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6254'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK6254'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK6254'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK6254'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK6254'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK6254'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 3.65 MI (5.87 KM)
 CK6254'TO THE JUNCTION OF LOUISE STREET RIGHT, TURN RIGHT ON LOUISE STREET
 CK6254'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT IN THE SOUTHWEST
 CK6254'ANGLE OF A BIKE PATH. STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM
 CK6254'PIPE IMBEDDED IN THE GROUND, RECESSED 0.3 FT (0.1 M) AND LEVEL WITH
 CK6254'THE BIKE PATH, 13.0 FT (4.0 M) SOUTH OF THE CENTER OF LOUISE STREET,
 CK6254'8.0 FT (2.4 M) WEST OF THE CENTER OF THE BIKE PATH, 2.6 FT (0.8 M)
 CK6254'SOUTHEAST OF THE METAL POST FOR A STOP SIGN, 5.2 FT (1.6 M) NORTH OF A
 CK6254'WOODEN POST PROJECTING 2.5-FOOT ON THE WEST SIDE OF THE BIKE PATH, 1.7
 CK6254'FT (0.5 M) NORTH NORTHWEST OF A WITNESS POST. RECOVERED BY R.P.
 CK6254'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5837 ***********************************************************************
 CK5837  DESIGNATION -  2120
 CK5837  PID         -  CK5837
 CK5837  STATE/COUNTY-  SC/COLLETON
 CK5837  USGS QUAD   -  EDISTO BEACH (1972)
 CK5837
 CK5837                         *CURRENT SURVEY CONTROL
 CK5837  ___________________________________________________________________
 CK5837* NAD 83(2001)-  32 29 03.12151(N)    080 20 26.98996(W)     ADJUSTED  
 CK5837* NAVD 88     -         1.593  (meters)       5.23   (feet)  ADJUSTED  
 CK5837  ___________________________________________________________________
 CK5837  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 CK5837  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CK5837  DYNAMIC HT  -           1.591 (meters)       5.22  (feet)  COMP
 CK5837  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CK5837
 CK5837  HORZ ORDER  -  THIRD
 CK5837  VERT ORDER  -  THIRD
 CK5837
 CK5837.The horizontal coordinates were established by classical geodetic methods
 CK5837.and adjusted by the National Geodetic Survey in March 2004..
 CK5837
 CK5837.The orthometric height was determined by differential leveling
 CK5837.and adjusted by the National Geodetic Survey in April 1995..
 CK5837
 CK5837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5837
 CK5837.The geoid height was determined by GEOID03.
 CK5837
 CK5837.The dynamic height is computed by dividing the NAVD 88
 CK5837.geopotential number by the normal gravity value computed on the
 CK5837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5837.degrees latitude (g = 980.6199 gals.).
 CK5837
 CK5837.The modeled gravity was interpolated from observed gravity values.
 CK5837
 CK5837;                    North         East     Units Scale Factor Converg.
 CK5837;SPC SC       -    72,382.287   671,557.365   MT  1.00000560   +0 21 55.6
 CK5837;SPC SC       -   237,474.69  2,203,272.19   iFT  1.00000560   +0 21 55.6
 CK5837;UTM  17      - 3,594,299.054   561,933.238   MT  0.99964730   +0 21 14.5
 CK5837
 CK5837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5837!SPC SC       -   1.00000480  x   1.00000560  =   1.00001040
 CK5837!UTM  17      -   1.00000480  x   0.99964730  =   0.99965210
 CK5837
 CK5837                          SUPERSEDED SURVEY CONTROL
 CK5837
 CK5837  NAD 83(1986)-  32 29 03.13412(N)    080 20 26.99459(W) AD(       ) 3
 CK5837  NGVD 29 (04/23/92)    1.885  (m)            6.18   (f) ADJUSTED    3 0
 CK5837
 CK5837.Superseded values are not recommended for survey control.
 CK5837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5837.See file dsdata.txt to determine how the superseded data were derived.
 CK5837
 CK5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6193394299(NAD 83)
 CK5837_MARKER: P = PIPE CAP
 CK5837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5837_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5837_STAMPING: 2120 1988
 CK5837_MARK LOGO: SCCC  
 CK5837_PROJECTION: RECESSED 8 CENTIMETERS
 CK5837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5837+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CK5837_ROD/PIPE-DEPTH: 0.9  meters
 CK5837
 CK5837  HISTORY     - Date     Condition        Report By
 CK5837  HISTORY     - 1988     MONUMENTED       SCCC
 CK5837  HISTORY     - 19920320 GOOD             SURTEC
 CK5837  HISTORY     - 20050831 GOOD             SCGS
 CK5837
 CK5837                          STATION DESCRIPTION
 CK5837
 CK5837'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5837'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5837'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5837'PALMETTO BOULEVARD, GO WEST ALONG PALMETTO BOULEVARD FOR 2.65 MILES
 CK5837'TO THE JUNCTION OF STATE ROAD 680 AND PALMETTO DRIVE, GO NORTH ON
 CK5837'PALMETTO DRIVE FOR 0.65 MILE TO THE STATION ON THE LEFT, 20.0 FEET
 CK5837'WEST OF THE EDGE OF PAVEMENT, 31.1 FEET NORTH NORTHEAST OF POWER POLE
 CK5837'NUMBER 132539.
 CK5837'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5837'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5837'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5837
 CK5837                          STATION RECOVERY (1992)
 CK5837
 CK5837'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5837'STATION IS LOCATED AT THE SOUTHWEST END OF EDISTO BEACH.
 CK5837'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5837'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5837'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5837'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5837'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5837'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5837'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5837'HIGHWAY 174 (PALMETTO BLVD) FOR 3.10 MILES (4.99 KM) TO THE JUNCTION
 CK5837'OF TOWNSEND STREET EAST AND THE STATION ON LEFT.
 CK5837'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5837'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK5837'31.1 FEET (9.5 M) NORTH NORTHEAST OF A POWER POLE NUMBER 132539, 29.8
 CK5837'FEET (9.1 M) WEST SOUTHWEST OF THE CENTERLINE INTERSECTION OF HIGHWAY
 CK5837'174 AND A PUBLIC BEACH ACCESS WEST.
 CK5837
 CK5837                          STATION RECOVERY (2005)
 CK5837
 CK5837'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5837'STATION IS LOCATED 0.5 MI (0.8 KM) NORTHWEST OF EDISTO BEACH, 34.7 MI
 CK5837'(55.84 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK5837'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5837'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK5837'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK5837'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK5837'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK5837'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK5837'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 3.45 MI (5.87 KM) TO THE
 CK5837'STATION ON THE LEFT IN A BEACH ACCESS PATH AT THE JUNCTION OF A SAND
 CK5837'ROAD (TOWNSEND STREET). STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM
 CK5837'PIPE IMBEDDED IN THE GROUND, RECESSED 0.3 FT (0.1 M) AND 0.5 FT (0.2
 CK5837'M) BELOW THE HIGHWAY, 29.8 FT (9.1 M) WEST OF THE CENTER OF THE
 CK5837'HIGHWAY, 15.2 FT (4.6 M) SOUTH OF THE WEST LEG OF A WOOD SIGN (BEACH
 CK5837'ACCESS), 31.0 FT (9.4 M) NORTH NORTHEAST OF A POWER POLE NUMBER
 CK5837'132539, 20.3 FT (40404.2 M) EAST OF A WOOD POST PROJECTING 2.5-FOOT
 CK5837'WITH A SCGS REFERENCE WASHER ATTACHED. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6255 ***********************************************************************
 CK6255  DESIGNATION -  2120 A
 CK6255  PID         -  CK6255
 CK6255  STATE/COUNTY-  SC/COLLETON
 CK6255  USGS QUAD   -  EDISTO BEACH (1972)
 CK6255
 CK6255                         *CURRENT SURVEY CONTROL
 CK6255  ___________________________________________________________________
 CK6255* NAD 83(2001)-  32 29 04.04719(N)    080 20 24.40685(W)     ADJUSTED  
 CK6255* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 CK6255  ___________________________________________________________________
 CK6255  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 CK6255  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CK6255
 CK6255  HORZ ORDER  -  THIRD
 CK6255  VERT ORDER  -  THIRD ? (See Below)
 CK6255
 CK6255.The horizontal coordinates were established by classical geodetic methods
 CK6255.and adjusted by the National Geodetic Survey in March 2004..
 CK6255.No horizontal observational check was made to the station.
 CK6255
 CK6255.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6255.The vertical order pertains to the NGVD 29 superseded value.
 CK6255
 CK6255.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6255
 CK6255.The geoid height was determined by GEOID03.
 CK6255
 CK6255;                    North         East     Units Scale Factor Converg.
 CK6255;SPC SC       -    72,411.232   671,624.625   MT  1.00000551   +0 21 57.0
 CK6255;SPC SC       -   237,569.66  2,203,492.86   iFT  1.00000551   +0 21 57.0
 CK6255;UTM  17      - 3,594,327.975   562,000.479   MT  0.99964740   +0 21 15.9
 CK6255
 CK6255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6255!SPC SC       -   1.00000478  x   1.00000551  =   1.00001029
 CK6255!UTM  17      -   1.00000478  x   0.99964740  =   0.99965218
 CK6255
 CK6255                          SUPERSEDED SURVEY CONTROL
 CK6255
 CK6255  NAD 83(1986)-  32 29 04.05971(N)    080 20 24.41145(W) AD(       ) 3
 CK6255  NGVD 29 (03/31/93)    2.02   (m)            6.6    (f) LEVELING    3  
 CK6255
 CK6255.Superseded values are not recommended for survey control.
 CK6255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6255.See file dsdata.txt to determine how the superseded data were derived.
 CK6255
 CK6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6200094328(NAD 83)
 CK6255_MARKER: P = PIPE CAP
 CK6255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK6255_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK6255_STAMPING: 2120 A 1992
 CK6255_MARK LOGO: SCCC  
 CK6255_PROJECTION: RECESSED 8 CENTIMETERS
 CK6255_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6255+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 CK6255
 CK6255  HISTORY     - Date     Condition        Report By
 CK6255  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6255  HISTORY     - 20040613 GOOD             SCGS
 CK6255  HISTORY     - 20050921 GOOD             SCGS
 CK6255
 CK6255                          STATION DESCRIPTION
 CK6255
 CK6255'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6255'STATION IS LOCATED NEAR THE SOUTHWEST END OF EDISTO BEACH.
 CK6255'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK6255'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6255'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6255'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6255'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6255'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6255'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6255'HIGHWAY 174 (PALMETTO BLVD) FOR 3.10 MILES (4.99 KM) TO THE JUNCTION
 CK6255'OF TOWNSEND STREET, GO EAST ON TOWNSEND STREET TO THE INTERSECTION OF
 CK6255'AN ASPHALT BICYCLE PATH AND THE STATION ON LEFT.
 CK6255'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6255'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK6255'19.2 FEET (5.9 M) NORTH OF THE CENTERLINE OF TOWNSEND STREET, 11.1
 CK6255'FEET (3.4 M) SOUTHEAST OF A 12-INCH PALMETTO TREE, 7.8 FEET (2.4 M)
 CK6255'WEST OF THE WEST EDGE OF THE BICYCLE PATH.
 CK6255
 CK6255                          STATION RECOVERY (2004)
 CK6255
 CK6255'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6255'WITNESS POST BESIDE STATION.
 CK6255
 CK6255                          STATION RECOVERY (2005)
 CK6255
 CK6255'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6255'STATION IS LOCATED 0.5 MI (0.8 KM) NORTHWEST OF EDISTO BEACH, 34.7 MI
 CK6255'(55.84 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6255'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK6255'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK6255'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK6255'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK6255'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK6255'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 3.4 MI (5.47 KM) TO A
 CK6255'GRAVEL ROAD RIGHT (TOWNSEND STREET), TURN RIGHT ON TOWNSEND STREET FOR
 CK6255'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT IN THE NORTHWEST ANGLE OF
 CK6255'A BIKE PATH. STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE
 CK6255'RECESSED 0.3 FT (0.1 M) AND LEVEL WITH THE ROAD, 19.9 FT (6.1 M) NORTH
 CK6255'OF THE CENTER OF TOWNSEND STREET, 11.6 FT (3.5 M) WEST OF THE CENTER
 CK6255'OF THE ASPHALT BIKE PATH, 73.5 FT (22.4 M) EAST SOUTHEAST OF THE
 CK6255'SOUTHEAST CORNER OF A VINYL-SIDED BEACH HOUSE NUMBER 3301, 11.6 FT
 CK6255'(1009.7 M) SOUTH OF THE EAST ONE OF TWO 1.5-FOOT PALMETTO TREES, 1.8
 CK6255'FT (0.5 M) SOUTH OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5701 ***********************************************************************
 CK5701  DESIGNATION -  2130
 CK5701  PID         -  CK5701
 CK5701  STATE/COUNTY-  SC/COLLETON
 CK5701  USGS QUAD   -  EDISTO BEACH (1972)
 CK5701
 CK5701                         *CURRENT SURVEY CONTROL
 CK5701  ___________________________________________________________________
 CK5701* NAD 83(2001)-  32 28 57.46560(N)    080 20 24.21549(W)     ADJUSTED  
 CK5701* NAVD 88     -         1.939  (meters)       6.36   (feet)  ADJUSTED  
 CK5701  ___________________________________________________________________
 CK5701  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CK5701  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CK5701  DYNAMIC HT  -           1.937 (meters)       6.36  (feet)  COMP
 CK5701  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CK5701
 CK5701  HORZ ORDER  -  THIRD
 CK5701  VERT ORDER  -  THIRD
 CK5701
 CK5701.The horizontal coordinates were established by classical geodetic methods
 CK5701.and adjusted by the National Geodetic Survey in March 2004..
 CK5701
 CK5701.The orthometric height was determined by differential leveling
 CK5701.and adjusted by the National Geodetic Survey in April 1995..
 CK5701
 CK5701.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5701
 CK5701.The geoid height was determined by GEOID03.
 CK5701
 CK5701.The dynamic height is computed by dividing the NAVD 88
 CK5701.geopotential number by the normal gravity value computed on the
 CK5701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5701.degrees latitude (g = 980.6199 gals.).
 CK5701
 CK5701.The modeled gravity was interpolated from observed gravity values.
 CK5701
 CK5701;                    North         East     Units Scale Factor Converg.
 CK5701;SPC SC       -    72,208.526   671,630.916   MT  1.00000616   +0 21 57.1
 CK5701;SPC SC       -   236,904.61  2,203,513.50   iFT  1.00000616   +0 21 57.1
 CK5701;UTM  17      - 3,594,125.340   562,006.728   MT  0.99964741   +0 21 15.9
 CK5701
 CK5701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5701!SPC SC       -   1.00000474  x   1.00000616  =   1.00001090
 CK5701!UTM  17      -   1.00000474  x   0.99964741  =   0.99965215
 CK5701
 CK5701                          SUPERSEDED SURVEY CONTROL
 CK5701
 CK5701  NAD 83(1986)-  32 28 57.47823(N)    080 20 24.22045(W) AD(       ) 3
 CK5701  NGVD 29 (04/23/92)    2.231  (m)            7.32   (f) ADJUSTED    3 0
 CK5701
 CK5701.Superseded values are not recommended for survey control.
 CK5701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5701.See file dsdata.txt to determine how the superseded data were derived.
 CK5701
 CK5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6200794125(NAD 83)
 CK5701_MARKER: P = PIPE CAP
 CK5701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5701_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5701_STAMPING: 2130 1988
 CK5701_MARK LOGO: SCCC  
 CK5701_PROJECTION: FLUSH
 CK5701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5701+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CK5701
 CK5701  HISTORY     - Date     Condition        Report By
 CK5701  HISTORY     - 1988     MONUMENTED       SCCC
 CK5701  HISTORY     - 19920320 GOOD             SURTEC
 CK5701  HISTORY     - 20040613 GOOD             SCGS
 CK5701  HISTORY     - 20050831 GOOD             SCGS
 CK5701
 CK5701                          STATION DESCRIPTION
 CK5701
 CK5701'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5701'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE JUNCTION OF SR-174
 CK5701'AND PALMETTO BOULEVARD, GO WEST FOR 2.65 MILES ALONG PALMETTO
 CK5701'BOULEVARD TO THE JUNCTION OF S-15-680 AND PALMETTO DRIVE, GO NORTH
 CK5701'FOR 0.45 MILES ALONG PALMETTO DRIVE TO THE STATION LOCATED ON THE
 CK5701'RIGHT.  MARKER IS 21.2 FEET EAST NORTHEAST OF THE CENTERLINE OF
 CK5701'PALMETTO DRIVE AND 21.5 FEET NORTH NORTHWEST OF THE CENTERLINE OF THE
 CK5701'BLACKTOP ROAD (NO NAME).  MARK IS PROJECTING 0.2 FEET ABOVE THE
 CK5701'SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A
 CK5701'2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED
 CK5701'BY CONCRETE.
 CK5701
 CK5701                          STATION RECOVERY (1992)
 CK5701
 CK5701'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5701'STATION IS LOCATED AT THE SOUTHWEST END OF EDISTO BEACH.
 CK5701'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5701'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5701'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5701'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5701'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5701'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5701'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5701'HIGHWAY 174 (PALMETTO BLVD) FOR 3.00 MILES (4.83 KM) TO THE JUNCTION
 CK5701'OF MIKELL STREET AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 CK5701'INTERSECTION.
 CK5701'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5701'PVC PIPE SURROUNDED BY CONCRETE 0.1 FEET (3.0 CM) BELOW THE GROUND,
 CK5701'26.8 FEET (8.2 M) SOUTH SOUTHWEST OF A 12-INCH PALMETTO TREE, 22.6
 CK5701'FEET (6.9 M) NORTH NORTHEAST OF THE CENTERLINE OF MIKELL STREET, 21.0
 CK5701'FEET (6.4 M) EAST NORTHEAST OF THE CENTERLINE OF HIGHWAY 174
 CK5701'(PALMETTO BLVD).
 CK5701
 CK5701                          STATION RECOVERY (2004)
 CK5701
 CK5701'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5701'WITNESS POST BESIDE STATION.
 CK5701
 CK5701                          STATION RECOVERY (2005)
 CK5701
 CK5701'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5701'STATION IS LOCATED 0.4 MI (0.64 KM) NORTHWEST OF EDISTO BEACH, 34.8 MI
 CK5701'(56.01 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK5701'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5701'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK5701'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK5701'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK5701'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK5701'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK5701'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 3.3 MI (5.31 KM) TO THE
 CK5701'STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF A SAND ROAD (MIKELL
 CK5701'STREET). STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE FLUSH WITH
 CK5701'THE GROUND AND 0.5 FT (0.2 M) ABOVE THE HIGHWAY, 21.0 FT (6.4 M) EAST
 CK5701'OF THE CENTER OF THE HIGHWAY, 23.0 FT (7.0 M) NORTH OF THE CENTER OF
 CK5701'THE SAND ROAD, 20.6 FT (6.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CK5701'SIDEWALK FOR WOOD HOUSE NUMBER 3201, 52.9 FT (991.8 M) NORTHWEST OF A
 CK5701'FIRE HYDRANT, 73.3 FT (22.3 M) SOUTH OF A POWER POLE NUMBER 111663
 CK5701'WITH GUY WIRE, 1.6 FT (0.5 M) WEST OF A WITNESS POST. RECOVERED BY
 CK5701'R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5838 ***********************************************************************
 CK5838  DESIGNATION -  2135
 CK5838  PID         -  CK5838
 CK5838  STATE/COUNTY-  SC/COLLETON
 CK5838  USGS QUAD   -  EDISTO BEACH (1972)
 CK5838
 CK5838                         *CURRENT SURVEY CONTROL
 CK5838  ___________________________________________________________________
 CK5838* NAD 83(2001)-  32 28 45.41675(N)    080 20 14.27646(W)     ADJUSTED  
 CK5838* NAVD 88     -         2.127  (meters)       6.98   (feet)  ADJUSTED  
 CK5838  ___________________________________________________________________
 CK5838  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CK5838  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CK5838  DYNAMIC HT  -           2.124 (meters)       6.97  (feet)  COMP
 CK5838  MODELED GRAV-     979,537.7   (mgal)                       NAVD 88
 CK5838
 CK5838  HORZ ORDER  -  THIRD
 CK5838  VERT ORDER  -  THIRD
 CK5838
 CK5838.The horizontal coordinates were established by classical geodetic methods
 CK5838.and adjusted by the National Geodetic Survey in March 2004..
 CK5838
 CK5838.The orthometric height was determined by differential leveling
 CK5838.and adjusted by the National Geodetic Survey in April 1995..
 CK5838
 CK5838.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5838
 CK5838.The geoid height was determined by GEOID03.
 CK5838
 CK5838.The dynamic height is computed by dividing the NAVD 88
 CK5838.geopotential number by the normal gravity value computed on the
 CK5838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5838.degrees latitude (g = 980.6199 gals.).
 CK5838
 CK5838.The modeled gravity was interpolated from observed gravity values.
 CK5838
 CK5838;                    North         East     Units Scale Factor Converg.
 CK5838;SPC SC       -    71,839.036   671,892.797   MT  1.00000736   +0 22 02.6
 CK5838;SPC SC       -   235,692.38  2,204,372.69   iFT  1.00000736   +0 22 02.6
 CK5838;UTM  17      - 3,593,755.930   562,268.441   MT  0.99964781   +0 21 21.2
 CK5838
 CK5838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5838!SPC SC       -   1.00000472  x   1.00000736  =   1.00001208
 CK5838!UTM  17      -   1.00000472  x   0.99964781  =   0.99965252
 CK5838
 CK5838                          SUPERSEDED SURVEY CONTROL
 CK5838
 CK5838  NAD 83(1986)-  32 28 45.42927(N)    080 20 14.28201(W) AD(       ) 3
 CK5838  NGVD 29 (04/23/92)    2.418  (m)            7.93   (f) ADJUSTED    3 0
 CK5838
 CK5838.Superseded values are not recommended for survey control.
 CK5838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5838.See file dsdata.txt to determine how the superseded data were derived.
 CK5838
 CK5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6226893756(NAD 83)
 CK5838_MARKER: P = PIPE CAP
 CK5838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5838_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5838_STAMPING: 2135 1988
 CK5838_MARK LOGO: SCCC  
 CK5838_PROJECTION: FLUSH
 CK5838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5838+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CK5838_ROD/PIPE-DEPTH: 0.9  meters
 CK5838
 CK5838  HISTORY     - Date     Condition        Report By
 CK5838  HISTORY     - 1988     MONUMENTED       SCCC
 CK5838  HISTORY     - 19920321 GOOD             SURTEC
 CK5838  HISTORY     - 20040613 GOOD             SCGS
 CK5838  HISTORY     - 20050831 GOOD             SCGS
 CK5838
 CK5838                          STATION DESCRIPTION
 CK5838
 CK5838'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5838'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5838'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5838'PALMETTO BOULEVARD, GO WEST ON PALMETTO BOULEVARD FOR 2.65 MILES TO
 CK5838'THE JUNCTION OF STATE ROAD 680 AND PALMETTO DRIVE, GO NORTH ON
 CK5838'PAMETTO DRIVE FOR 0.15 MILES TO THE JUNCTION OF EDISTO STREET, TURN
 CK5838'LEFT AND FOLLOW DIRT ROAD TO BEACH ACCESS AND THE STATION IS ON THE
 CK5838'RIGHT, 41.5 FEET WEST SOUTHWEST OF THE JUNCTION OF DIRT ROADS, 19.5
 CK5838'FEET SOUTH SOUTHEAST OF A PALM TREE, 32.0 FEET NORTH NORTHWEST OF
 CK5838'POWER POLE NUMBER 314035.
 CK5838'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5838'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5838'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF GROUND.
 CK5838
 CK5838                          STATION RECOVERY (1992)
 CK5838
 CK5838'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5838'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK5838'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5838'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5838'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5838'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5838'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5838'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5838'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5838'HIGHWAY 174 (PALMETTO BLVD) FOR 2.70 MILES (4.35 KM) TO THE JUNCTION
 CK5838'OF EDISTO STREET, GO SOUTHWEST ON EDISTO STREET FOR APPROXIMATELY 200
 CK5838'FEET (61.0 M) TO THE JUNCTION OF POINT STREET AND THE STATION ON
 CK5838'RIGHT.
 CK5838'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5838'PVC PIPE SURROUNDED BY CONCRETE 0.1 FEET (3.0 CM) BELOW THE GROUND,
 CK5838'35.4 FEET (10.8 M) SOUTH SOUTHWEST OF THE CENTERLINE INTERSECTION OF
 CK5838'EDISTO STREET AND POINT STREET, 32.0 FEET (9.8 M) WEST NORTHWEST A
 CK5838'POWER POLE NUMBER 314035, 20.5 FEET (6.2 M) EAST SOUTHEAST OF A
 CK5838'12-INCH PALMETTO TREE.
 CK5838
 CK5838                          STATION RECOVERY (2004)
 CK5838
 CK5838'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5838'WITNESS POST BESIDE STATION.
 CK5838
 CK5838                          STATION RECOVERY (2005)
 CK5838
 CK5838'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5838'STATION IS LOCATED 0.1 MI (0.16 KM) WEST-NORTHWEST OF EDISTO BEACH,
 CK5838'35.1 MI (56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK5838'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5838'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK5838'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK5838'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK5838'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK5838'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK5838'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 3.05 MI (4.91 KM)
 CK5838'TO THE JUNCTION OF A SAND ROAD (EDISTO STREET), TURN LEFT ON THE SAND
 CK5838'ROAD FOR 0.05 MI (0.08 KM) TO THE STATION AHEAD IN THE SOUTHWEST ANGLE
 CK5838'OF A SAND ROAD (POINT STREET) AND THE SAND ROAD ENTRANCE DRIVE TO A
 CK5838'BEACH ACCESS. STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE
 CK5838'IMBEDDED IN THE GROUND, FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK5838'ENTRANCE DRIVE, 35.5 FT (10.8 M) SOUTH SOUTHWEST OF THE CENTER OF
 CK5838'POINT STREET, 13.5 FT (4.1 M) WEST NORTHWEST OF THE CENTER OF THE
 CK5838'ENTRANCE DRIVE, 32.6 FT (9.9 M) WEST NORTHWEST OF A POWER POLE NUMBER
 CK5838'314035 WITH A TRANSFORMER, 4.0 FT (1.2 M) EAST SOUTHEAST OF A WOOD
 CK5838'POST PROJECTING 2.5-FOOT WITH A SCGS REFERENCE WASHER ATTACHED, 1.2 FT
 CK5838'(0.4 M) NORTH NORTHEAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0303 ***********************************************************************
 DE0303  DESIGNATION -  214
 DE0303  PID         -  DE0303
 DE0303  STATE/COUNTY-  SC/RICHLAND
 DE0303  USGS QUAD   -  CONGAREE (1987)
 DE0303
 DE0303                         *CURRENT SURVEY CONTROL
 DE0303  ___________________________________________________________________
 DE0303* NAD 83(1986)-  33 55 14.     (N)    080 50 29.     (W)     SCALED    
 DE0303* NAVD 88     -        65.101  (meters)     213.59   (feet)  ADJUSTED  
 DE0303  ___________________________________________________________________
 DE0303  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DE0303  DYNAMIC HT  -          65.034 (meters)     213.37  (feet)  COMP
 DE0303  MODELED GRAV-     979,614.1   (mgal)                       NAVD 88
 DE0303
 DE0303  VERT ORDER  -  FIRST     CLASS II
 DE0303
 DE0303.The horizontal coordinates were scaled from a topographic map and have
 DE0303.an estimated accuracy of +/- 6 seconds.
 DE0303
 DE0303.The orthometric height was determined by differential leveling
 DE0303.and adjusted by the National Geodetic Survey in June 1991..
 DE0303
 DE0303.The geoid height was determined by GEOID03.
 DE0303
 DE0303.The dynamic height is computed by dividing the NAVD 88
 DE0303.geopotential number by the normal gravity value computed on the
 DE0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0303.degrees latitude (g = 980.6199 gals.).
 DE0303
 DE0303.The modeled gravity was interpolated from observed gravity values.
 DE0303
 DE0303;                    North         East    Units  Estimated Accuracy
 DE0303;SPC SC       -   231,480.      624,260.      MT  (+/- 180 meters Scaled)
 DE0303
 DE0303                          SUPERSEDED SURVEY CONTROL
 DE0303
 DE0303  NGVD 29 (??/??/92)   65.364  (m)          214.45   (f) ADJ UNCH    1 2
 DE0303
 DE0303.Superseded values are not recommended for survey control.
 DE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0303.See file dsdata.txt to determine how the superseded data were derived.
 DE0303
 DE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT146533(NAD 83)
 DE0303_MARKER: P = PIPE CAP
 DE0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0303_STAMPING: 214 1918
 DE0303_MARK LOGO: USGS  
 DE0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0303
 DE0303  HISTORY     - Date     Condition        Report By
 DE0303  HISTORY     - 1918     MONUMENTED       USGS
 DE0303  HISTORY     - 1960     GOOD             NGS
 DE0303  HISTORY     - 1978     GOOD             NGS
 DE0303  HISTORY     - 19880101 POOR             SCGS
 DE0303
 DE0303                          STATION DESCRIPTION
 DE0303
 DE0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0303'2.6 MI NW FROM CONGAREE.
 DE0303'ABOUT 2.55 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0303'FROM THE STATION AT CONGAREE, AT THE CROSSING OF A BLACK TOP
 DE0303'ROAD(JAMES CROSSING) AT BRUNER, 0.25 MILE SOUTHEAST OF MILEPOST
 DE0303'362, 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 8 FEET WEST OF A
 DE0303'SWITCH STAND, AT THE NORTHWEST END OF A SIDE TRACK, 61 FEET
 DE0303'SOUTH-SOUTHEAST OF THE CENTER OF CROSSING, 46 1/2 FEET SOUTHEAST
 DE0303'OF A CROSSING SIGN POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED
 DE0303'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 3 INCHES.
 DE0303
 DE0303                          STATION RECOVERY (1978)
 DE0303
 DE0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE0303'DELETE- 5 FT. WEST OF A SWITCH STAND.
 DE0303
 DE0303                          STATION RECOVERY (1988)
 DE0303
 DE0303'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988 (DDW)
 DE0303'RECOVERED IN POOR CONDITION, ADD-1.0 FOOT SOUTHWEST OF A WITNESS POST.
 DE0303'RECOVERY BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5702 ***********************************************************************
 CK5702  DESIGNATION -  2140
 CK5702  PID         -  CK5702
 CK5702  STATE/COUNTY-  SC/COLLETON
 CK5702  USGS QUAD   -  EDISTO BEACH (1972)
 CK5702
 CK5702                         *CURRENT SURVEY CONTROL
 CK5702  ___________________________________________________________________
 CK5702* NAD 83(2001)-  32 28 44.54289(N)    080 20 06.33601(W)     ADJUSTED  
 CK5702* NAVD 88     -         1.703  (meters)       5.59   (feet)  ADJUSTED  
 CK5702  ___________________________________________________________________
 CK5702  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 CK5702  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 CK5702  DYNAMIC HT  -           1.701 (meters)       5.58  (feet)  COMP
 CK5702  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CK5702
 CK5702  HORZ ORDER  -  THIRD
 CK5702  VERT ORDER  -  THIRD
 CK5702
 CK5702.The horizontal coordinates were established by classical geodetic methods
 CK5702.and adjusted by the National Geodetic Survey in March 2004..
 CK5702
 CK5702.The orthometric height was determined by differential leveling
 CK5702.and adjusted by the National Geodetic Survey in April 1995..
 CK5702
 CK5702.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5702
 CK5702.The geoid height was determined by GEOID03.
 CK5702
 CK5702.The dynamic height is computed by dividing the NAVD 88
 CK5702.geopotential number by the normal gravity value computed on the
 CK5702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5702.degrees latitude (g = 980.6199 gals.).
 CK5702
 CK5702.The modeled gravity was interpolated from observed gravity values.
 CK5702
 CK5702;                    North         East     Units Scale Factor Converg.
 CK5702;SPC SC       -    71,813.449   672,100.298   MT  1.00000745   +0 22 07.0
 CK5702;SPC SC       -   235,608.43  2,205,053.47   iFT  1.00000745   +0 22 07.0
 CK5702;UTM  17      - 3,593,730.311   562,475.861   MT  0.99964813   +0 21 25.4
 CK5702
 CK5702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5702!SPC SC       -   1.00000478  x   1.00000745  =   1.00001223
 CK5702!UTM  17      -   1.00000478  x   0.99964813  =   0.99965291
 CK5702
 CK5702                          SUPERSEDED SURVEY CONTROL
 CK5702
 CK5702  NAD 83(1986)-  32 28 44.55514(N)    080 20 06.34113(W) AD(       ) 3
 CK5702  NGVD 29 (04/23/92)    1.994  (m)            6.54   (f) ADJUSTED    3 0
 CK5702
 CK5702.Superseded values are not recommended for survey control.
 CK5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5702.See file dsdata.txt to determine how the superseded data were derived.
 CK5702
 CK5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6247693730(NAD 83)
 CK5702_MARKER: P = PIPE CAP
 CK5702_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5702_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5702_STAMPING: 2140 1988
 CK5702_MARK LOGO: SCCC  
 CK5702_PROJECTION: RECESSED 5 CENTIMETERS
 CK5702_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5702+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CK5702
 CK5702  HISTORY     - Date     Condition        Report By
 CK5702  HISTORY     - 1988     MONUMENTED       SCCC
 CK5702  HISTORY     - 19920321 GOOD             SURTEC
 CK5702  HISTORY     - 20040613 GOOD             SCGS
 CK5702  HISTORY     - 20050831 GOOD             SCGS
 CK5702
 CK5702                          STATION DESCRIPTION
 CK5702
 CK5702'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5702'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE JUNCTION OF SR-174
 CK5702'AND PALMETTO BOULEVARD, GO WEST FOR 2.65 MILES ALONG PALMETTO
 CK5702'BOULEVARD TO THE JUNCTION OF S-15-680 AND PALMETTO DRIVE, TURN LEFT
 CK5702'AND THE STATION IS LOCATED ON THE RIGHT.  MARKER IS 2.0 FEET NORTH OF
 CK5702'THE FACE CURB OF PALMETTO BOULEVARD AND 9.0 FEET SOUTHEAST OF THE
 CK5702'CORNER OF THE SIDEWALK.  MARK IS PROJECTING 0.1 FEET ABOVE THE
 CK5702'SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A
 CK5702'2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED
 CK5702'BY CONCRETE.
 CK5702
 CK5702                          STATION RECOVERY (1992)
 CK5702
 CK5702'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5702'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK5702'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5702'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5702'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5702'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5702'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5702'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5702'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5702'HIGHWAY 174 (PALMETTO BLVD) FOR 2.60 MILES (4.18 KM) TO THE JUNCTION
 CK5702'OF BILLOW STREET, GO SOUTHWEST ON BILLOW STREET FOR APPROXIMATELY 150
 CK5702'FEET (45.7 M) TO THE STATION ON RIGHT BETWEEN CONCRETE CURBING AND
 CK5702'SIDEWALK.
 CK5702'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5702'PVC PIPE SURROUNDED BY CONCRETE 0.1 FEET (3.0 CM) BELOW THE GROUND,
 CK5702'9.0 FEET (2.7 M) EAST NORTHEAST OF THE EAST CORNER OF A
 CK5702'T-INTERSECTION IN THE CONCRETE SIDEWALK, 1.9 FEET (0.6 M) NORTHWEST
 CK5702'OF THE BACK EDGE OF CONCRETE CURBING, 1.0 FEET (0.3 M) SOUTHEAST OF
 CK5702'THE EAST EDGE OF THE CONCRETE SIDEWALK.
 CK5702
 CK5702                          STATION RECOVERY (2004)
 CK5702
 CK5702'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5702'RECOVERED IN GOOD CONDITION.
 CK5702
 CK5702                          STATION RECOVERY (2005)
 CK5702
 CK5702'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5702'STATION IS LOCATED IN EDISTO BEACH, 35.1 MI (56.49 KM) SOUTHEAST OF
 CK5702'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK5702'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM
 CK5702'THE JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55 (WILLTOWN
 CK5702'ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON
 CK5702'HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END OF THE BRIDGE OVER
 CK5702'THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5 MI (20.12 KM) TO THE
 CK5702'JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON EDISTO ISLAND, CONTINUE ON
 CK5702'HIGHWAY 174 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 680
 CK5702'(BILLOW STREET), TURN LEFT ON ROAD 680 FOR 0.05 MI (0.08 KM) TO THE
 CK5702'STATION ON THE RIGHT NEAR A SIDEWALK. STATION IS A PIPE CAP ATTACHED
 CK5702'TO AN ALUMINUM PIPE RECESSED 0.2 FT (0.1 M) AND 0.5 FT (0.2 M) ABOVE
 CK5702'THE ROAD, 117.3 FT (35.8 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 CK5702'HIGHWAY, 32.0 FT (9.8 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 1.3
 CK5702'FT (0.4 M) EAST SOUTHEAST OF THE EAST EDGE OF THE SIDEWALK, 59.5 FT
 CK5702'(18.1 M) SOUTHEAST OF THE WEST CORNER OF A WOOD HOUSE NUMBER 2902,
 CK5702'19.6 FT (890.5 M) NORTH NORTHEAST OF THE NORTH EDGE OF A CONCRETE
 CK5702'DRIVEWAY FOR WOOD HOUSE NUMBER 2905, 82.4 FT (910.6 M) WEST SOUTHWEST
 CK5702'OF A POWER POLE NUMBER 255583/75 WITH TRANSFORMER, SECURITY LIGHT AND
 CK5702'GUY WIRE. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5839 ***********************************************************************
 CK5839  DESIGNATION -  2145
 CK5839  PID         -  CK5839
 CK5839  STATE/COUNTY-  SC/COLLETON
 CK5839  USGS QUAD   -  EDISTO BEACH (1972)
 CK5839
 CK5839                         *CURRENT SURVEY CONTROL
 CK5839  ___________________________________________________________________
 CK5839* NAD 83(2001)-  32 28 45.34314(N)    080 19 51.72173(W)     ADJUSTED  
 CK5839* NAVD 88     -         2.503  (meters)       8.21   (feet)  ADJUSTED  
 CK5839  ___________________________________________________________________
 CK5839  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 CK5839  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 CK5839  DYNAMIC HT  -           2.500 (meters)       8.20  (feet)  COMP
 CK5839  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CK5839
 CK5839  HORZ ORDER  -  THIRD
 CK5839  VERT ORDER  -  THIRD
 CK5839
 CK5839.The horizontal coordinates were established by classical geodetic methods
 CK5839.and adjusted by the National Geodetic Survey in March 2004..
 CK5839.No horizontal observational check was made to the station.
 CK5839
 CK5839.The orthometric height was determined by differential leveling
 CK5839.and adjusted by the National Geodetic Survey in April 1995..
 CK5839
 CK5839.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5839
 CK5839.The geoid height was determined by GEOID03.
 CK5839
 CK5839.The dynamic height is computed by dividing the NAVD 88
 CK5839.geopotential number by the normal gravity value computed on the
 CK5839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5839.degrees latitude (g = 980.6199 gals.).
 CK5839
 CK5839.The modeled gravity was interpolated from observed gravity values.
 CK5839
 CK5839;                    North         East     Units Scale Factor Converg.
 CK5839;SPC SC       -    71,840.563   672,481.722   MT  1.00000737   +0 22 15.1
 CK5839;SPC SC       -   235,697.39  2,206,304.86   iFT  1.00000737   +0 22 15.1
 CK5839;UTM  17      - 3,593,757.338   562,857.155   MT  0.99964872   +0 21 33.3
 CK5839
 CK5839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5839!SPC SC       -   1.00000466  x   1.00000737  =   1.00001203
 CK5839!UTM  17      -   1.00000466  x   0.99964872  =   0.99965338
 CK5839
 CK5839                          SUPERSEDED SURVEY CONTROL
 CK5839
 CK5839  NAD 83(1986)-  32 28 45.35464(N)    080 19 51.72625(W) AD(       ) 3
 CK5839  NGVD 29 (04/23/92)    2.795  (m)            9.17   (f) ADJUSTED    3 0
 CK5839
 CK5839.Superseded values are not recommended for survey control.
 CK5839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5839.See file dsdata.txt to determine how the superseded data were derived.
 CK5839
 CK5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6285793757(NAD 83)
 CK5839_MARKER: P = PIPE CAP
 CK5839_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5839_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5839_STAMPING: 2145 1988
 CK5839_MARK LOGO: SCCC  
 CK5839_PROJECTION: PROJECTING 5 CENTIMETERS
 CK5839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5839+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CK5839_ROD/PIPE-DEPTH: 0.9  meters
 CK5839
 CK5839  HISTORY     - Date     Condition        Report By
 CK5839  HISTORY     - 1988     MONUMENTED       SCCC
 CK5839  HISTORY     - 19920321 GOOD             SURTEC
 CK5839  HISTORY     - 20040613 GOOD             SCGS
 CK5839  HISTORY     - 20050831 GOOD             SCGS
 CK5839
 CK5839                          STATION DESCRIPTION
 CK5839
 CK5839'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5839'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5839'PALMETTO BOULEVARD, GO WEST ALONG PALMETTO BOULEVARD FOR 2.50 MILES
 CK5839'TO THE JUNCTION OF PALMETTO BOULEVARD AND LAROCHE STREET, TURN LEFT
 CK5839'AND FOLLOW LAROCHE STREET TO BEACH ACCESS, FOLLOW BEACH ACCESS TO THE
 CK5839'TOP OF THE DUNE AND THE STATION LOCATED ON THE RIGHT, 37.4 FEET EAST
 CK5839'SOUTHEAST OF HOUSE NUMBER 2701 AND 52.3 FEET WEST SOUTHWEST OF HOUSE
 CK5839'NUMBER 2604.
 CK5839'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5839'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5839'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5839
 CK5839                          STATION RECOVERY (1992)
 CK5839
 CK5839'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5839'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK5839'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5839'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5839'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5839'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5839'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5839'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5839'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5839'HIGHWAY 174 (PALMETTO BLVD) FOR 2.50 MILES (4.02 KM) TO THE JUNCTION
 CK5839'OF LAROCHE STREET, GO SOUTHEAST ON LAROCHE STREET FOR 0.05 MILES
 CK5839'(0.08 KM) TO END OF STREET AND THE STATION ON RIGHT.
 CK5839'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5839'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK5839'51.9 FEET (15.8 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF A RESIDENCE
 CK5839'(2604 POINT STREET), 6.0 FEET (1.8 M) SOUTHWEST OF A WOODEN PILE, 2.0
 CK5839'FEET (0.6 M) SOUTH SOUTHEAST OF A WOODEN PILE.
 CK5839
 CK5839                          STATION RECOVERY (2004)
 CK5839
 CK5839'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5839'RECOVERED IN GOOD CONDITION.
 CK5839
 CK5839                          STATION RECOVERY (2005)
 CK5839
 CK5839'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5839'STATION IS LOCATED IN EDISTO BEACH, 35.3 MI (56.81 KM) SOUTHEAST OF
 CK5839'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK5839'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM
 CK5839'THE JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55 (WILLTOWN
 CK5839'ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON
 CK5839'HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END OF THE BRIDGE OVER
 CK5839'THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5 MI (20.12 KM) TO THE
 CK5839'JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON EDISTO ISLAND, CONTINUE ON
 CK5839'HIGHWAY 174 FOR 2.7 MI (4.35 KM) TO THE JUNCTION OF A SAND ROAD
 CK5839'(LAROCHE STREET), TURN LEFT ON THE SAND ROAD FOR 0.1 MI (0.16 KM) TO
 CK5839'THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF A WOOD HOUSE
 CK5839'NUMBER 2701. STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE
 CK5839'PROJECTING 0.2 FT (0.1 M) AND LEVEL WITH THE ROAD, 8.5 FT (2.6 M) WEST
 CK5839'SOUTHWEST OF THE EXTENDED CENTER OF THE ROAD, 2.3 FT (0.7 M) SOUTHEAST
 CK5839'OF A WOOD POST PROJECTING 2.5-FOOT WITH A SCGS REFERENCE WASHER
 CK5839'ATTACHED, 32.0 FT (9.8 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CK5839'WOOD PORCH OF HOUSE NUMBER 2701, 4.7 FT (824.7 M) SOUTH SOUTHWEST OF A
 CK5839'WOOD TRASH BAG DISPENSER. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6256 ***********************************************************************
 CK6256  DESIGNATION -  2145 A
 CK6256  PID         -  CK6256
 CK6256  STATE/COUNTY-  SC/COLLETON
 CK6256  USGS QUAD   -  EDISTO BEACH (1972)
 CK6256
 CK6256                         *CURRENT SURVEY CONTROL
 CK6256  ___________________________________________________________________
 CK6256* NAD 83(2001)-  32 28 48.51464(N)    080 19 53.77496(W)     ADJUSTED  
 CK6256* NAVD 88     -         1.56   (+/-2cm)       5.1    (feet)  VERTCON   
 CK6256  ___________________________________________________________________
 CK6256  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 CK6256  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 CK6256
 CK6256  HORZ ORDER  -  THIRD
 CK6256  VERT ORDER  -  THIRD ? (See Below)
 CK6256
 CK6256.The horizontal coordinates were established by classical geodetic methods
 CK6256.and adjusted by the National Geodetic Survey in March 2004..
 CK6256
 CK6256.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6256.The vertical order pertains to the NGVD 29 superseded value.
 CK6256
 CK6256.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6256
 CK6256.The geoid height was determined by GEOID03.
 CK6256
 CK6256;                    North         East     Units Scale Factor Converg.
 CK6256;SPC SC       -    71,937.910   672,427.480   MT  1.00000705   +0 22 14.0
 CK6256;SPC SC       -   236,016.77  2,206,126.90   iFT  1.00000705   +0 22 14.0
 CK6256;UTM  17      - 3,593,854.661   562,802.951   MT  0.99964864   +0 21 32.2
 CK6256
 CK6256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6256!SPC SC       -   1.00000481  x   1.00000705  =   1.00001186
 CK6256!UTM  17      -   1.00000481  x   0.99964864  =   0.99965345
 CK6256
 CK6256                          SUPERSEDED SURVEY CONTROL
 CK6256
 CK6256  NAD 83(1986)-  32 28 48.52624(N)    080 19 53.77927(W) AD(       ) 3
 CK6256  NGVD 29 (03/31/93)    1.85   (m)            6.1    (f) LEVELING    3  
 CK6256
 CK6256.Superseded values are not recommended for survey control.
 CK6256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6256.See file dsdata.txt to determine how the superseded data were derived.
 CK6256
 CK6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6280393855(NAD 83)
 CK6256_MARKER: DD = SURVEY DISK
 CK6256_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CK6256_SP_SET: SURROUNDED BY MASS OF CONCRETE
 CK6256_STAMPING: 2145 A 1992
 CK6256_MARK LOGO: SCCC  
 CK6256_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6256+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CK6256
 CK6256  HISTORY     - Date     Condition        Report By
 CK6256  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6256  HISTORY     - 20040613 GOOD             SCGS
 CK6256  HISTORY     - 20050831 GOOD             SCGS
 CK6256
 CK6256                          STATION DESCRIPTION
 CK6256
 CK6256'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6256'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK6256'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK6256'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6256'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6256'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6256'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6256'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6256'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6256'HIGHWAY 174 (PALMETTO BLVD) FOR 2.50 MILES (4.02 KM) TO THE JUNCTION
 CK6256'OF LAROCHE STREET THE STATION ON LEFT.
 CK6256'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6256'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK6256'61.4 FEET (18.7 M) EAST NORTHEAST OF A POWER POLE NUMBER 94827, 52.0
 CK6256'FEET (15.8 M) NORTHWEST OF THE WEST CORNER OF A RESIDENCE (2608
 CK6256'PALMETTO BLVD), 14.4 FEET (4.4 M) NORTHEAST OF THE SOUTHERN CORNER OF
 CK6256'A CONCRETE SIDEWALK INTERSECTING LAROCHE STREET.
 CK6256
 CK6256                          STATION RECOVERY (2004)
 CK6256
 CK6256'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6256'RECOVERED IN GOOD CONDITION.
 CK6256
 CK6256                          STATION RECOVERY (2005)
 CK6256
 CK6256'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6256'THE STATION IS IN EDISTO BEACH, 35.2 MI (56.65 KM) SOUTHEAST OF
 CK6256'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK6256'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM
 CK6256'THE JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55 (WILLTOWN
 CK6256'ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON
 CK6256'HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END OF THE BRIDGE OVER
 CK6256'THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5 MI (20.12 KM) TO THE
 CK6256'JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON EDISTO ISLAND, CONTINUE ON
 CK6256'HIGHWAY 174 FOR 2.7 MI (4.35 KM) TO THE STATION ON THE LEFT NEAR A
 CK6256'WOOD SIGN (BEACH ACCESS) IN THE SOUTHEAST ANGLE OF A SAND ROAD
 CK6256'(LAROCHE STREET).   STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE
 CK6256'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 30.3 FT (9.2 M)
 CK6256'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 34.3 FT (10.5 M) EAST
 CK6256'NORTHEAST OF THE CENTER OF THE ROAD, 2.0 FT (0.6 M) NORTH NORTHEAST OF
 CK6256'THE SOUTH LEG OF THE WOOD SIGN, 52.0 FT (15.8 M) NORTHWEST OF THE
 CK6256'NORTHWEST CORNER PILING OF A WOOD HOUSE NUMBER 2608, 1.2 FT (795.3 M)
 CK6256'NORTH NORTHWEST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5703 ***********************************************************************
 CK5703  DESIGNATION -  2150
 CK5703  PID         -  CK5703
 CK5703  STATE/COUNTY-  SC/COLLETON
 CK5703  USGS QUAD   -  EDISTO BEACH (1972)
 CK5703
 CK5703                         *CURRENT SURVEY CONTROL
 CK5703  ___________________________________________________________________
 CK5703* NAD 83(2001)-  32 28 55.09154(N)    080 19 44.20966(W)     ADJUSTED  
 CK5703* NAVD 88     -         1.868  (meters)       6.13   (feet)  ADJUSTED  
 CK5703  ___________________________________________________________________
 CK5703  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 CK5703  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 CK5703  DYNAMIC HT  -           1.866 (meters)       6.12  (feet)  COMP
 CK5703  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CK5703
 CK5703  HORZ ORDER  -  THIRD
 CK5703  VERT ORDER  -  THIRD
 CK5703
 CK5703.The horizontal coordinates were established by classical geodetic methods
 CK5703.and adjusted by the National Geodetic Survey in March 2004..
 CK5703
 CK5703.The orthometric height was determined by differential leveling
 CK5703.and adjusted by the National Geodetic Survey in April 1995..
 CK5703
 CK5703.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5703
 CK5703.The geoid height was determined by GEOID03.
 CK5703
 CK5703.The dynamic height is computed by dividing the NAVD 88
 CK5703.geopotential number by the normal gravity value computed on the
 CK5703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5703.degrees latitude (g = 980.6199 gals.).
 CK5703
 CK5703.The modeled gravity was interpolated from observed gravity values.
 CK5703
 CK5703;                    North         East     Units Scale Factor Converg.
 CK5703;SPC SC       -    72,142.122   672,675.915   MT  1.00000640   +0 22 19.3
 CK5703;SPC SC       -   236,686.75  2,206,941.98   iFT  1.00000640   +0 22 19.3
 CK5703;UTM  17      - 3,594,058.750   563,051.339   MT  0.99964902   +0 21 37.4
 CK5703
 CK5703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5703!SPC SC       -   1.00000476  x   1.00000640  =   1.00001116
 CK5703!UTM  17      -   1.00000476  x   0.99964902  =   0.99965378
 CK5703
 CK5703                          SUPERSEDED SURVEY CONTROL
 CK5703
 CK5703  NAD 83(1986)-  32 28 55.10248(N)    080 19 44.21367(W) AD(       ) 3
 CK5703  NGVD 29 (04/23/92)    2.159  (m)            7.08   (f) ADJUSTED    3 0
 CK5703
 CK5703.Superseded values are not recommended for survey control.
 CK5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5703.See file dsdata.txt to determine how the superseded data were derived.
 CK5703
 CK5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6305194059(NAD 83)
 CK5703_MARKER: P = PIPE CAP
 CK5703_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5703_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5703_STAMPING: 2150 1988
 CK5703_MARK LOGO: SCCC  
 CK5703_PROJECTION: PROJECTING 8 CENTIMETERS
 CK5703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5703+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CK5703
 CK5703  HISTORY     - Date     Condition        Report By
 CK5703  HISTORY     - 1988     MONUMENTED       SCCC
 CK5703  HISTORY     - 19920315 GOOD             SURTEC
 CK5703  HISTORY     - 20040613 GOOD             SCGS
 CK5703  HISTORY     - 20050831 GOOD             SCGS
 CK5703
 CK5703                          STATION DESCRIPTION
 CK5703
 CK5703'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5703'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE JUNCTION OF SR-174
 CK5703'AND PALMETTO BOULEVARD, GO WEST FOR 2.3 MILES ALONG PALMETTO
 CK5703'BOULEVARD TO THE STATION LOCATED ON THE RIGHT.  MARKER IS 8.3 FEET
 CK5703'NORTH NORTHEAST OF THE CORNER OF THE SIDEWALK AND 19.8 FEET SOUTH
 CK5703'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 2305.  MARK IS
 CK5703'PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5703'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5703'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5703
 CK5703                          STATION RECOVERY (1992)
 CK5703
 CK5703'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5703'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK5703'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5703'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5703'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5703'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5703'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5703'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5703'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5703'HIGHWAY 174 (PALMETTO BLVD) FOR 2.35 MILES (3.78 KM) TO THE JUNCTION
 CK5703'OF MURRAY STREET AND THE STATION ON RIGHT.
 CK5703'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5703'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK5703'19.5 FEET (5.9 M) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF A
 CK5703'RESIDENCE (2305 PALMETTO BLVD), 15.4 FEET (4.7 M) SOUTH SOUTHEAST OF
 CK5703'THE SOUTH CORNER OF THE CONCRETE BLOCK STAIRS OF THE RESIDENCE, 8.4
 CK5703'FEET (2.6 M) NORTHEAST OF THE NORTH CORNER OF A CONCRETE SIDEWALK
 CK5703'INTERSECTING MURRAY STREET.
 CK5703
 CK5703                          STATION RECOVERY (2004)
 CK5703
 CK5703'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5703'WITNESS POST BESIDE STATION.
 CK5703
 CK5703                          STATION RECOVERY (2005)
 CK5703
 CK5703'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5703'STATION IS LOCATED IN EDISTO BEACH, 35.2 MI (56.65 KM) SOUTHEAST OF
 CK5703'WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK5703'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM
 CK5703'THE JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55 (WILLTOWN
 CK5703'ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON
 CK5703'HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END OF THE BRIDGE OVER
 CK5703'THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5 MI (20.12 KM) TO THE
 CK5703'JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON EDISTO ISLAND, CONTINUE ON
 CK5703'HIGHWAY 174 FOR 2.5 MI (4.02 KM) TO THE STATION ON THE RIGHT IN THE
 CK5703'NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 784 (MURRAY STREET).
 CK5703'STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE PROJECTING 0.3 FT
 CK5703'(0.1 M) AND 0.5 FT (0.2 M) ABOVE THE ROAD, 38.5 FT (11.7 M) NORTH
 CK5703'NORTHWEST OF THE CENTER OF THE HIGHWAY, 30.3 FT (9.2 M) EAST NORTHEAST
 CK5703'OF THE CENTER OF THE ROAD, 15.4 FT (4.7 M) SOUTH OF THE SOUTH CORNER
 CK5703'OF THE BOTTOM CONCRETE STEP OF A WOOD HOUSE NUMBER 2305, 67.3 FT
 CK5703'(723.1 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER 133930 WITH A
 CK5703'TRANSFORMER AND GUY WIRE, 1.3 FT (0.4 M) SOUTH SOUTHEAST OF A WITNESS
 CK5703'POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5840 ***********************************************************************
 CK5840  DESIGNATION -  2155
 CK5840  PID         -  CK5840
 CK5840  STATE/COUNTY-  SC/COLLETON
 CK5840  USGS QUAD   -  EDISTO BEACH (1972)
 CK5840
 CK5840                         *CURRENT SURVEY CONTROL
 CK5840  ___________________________________________________________________
 CK5840* NAD 83(2001)-  32 29 00.42182(N)    080 19 29.06610(W)     ADJUSTED  
 CK5840* NAVD 88     -         2.640  (meters)       8.66   (feet)  ADJUSTED  
 CK5840  ___________________________________________________________________
 CK5840  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 CK5840  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK5840  DYNAMIC HT  -           2.637 (meters)       8.65  (feet)  COMP
 CK5840  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 CK5840
 CK5840  HORZ ORDER  -  THIRD
 CK5840  VERT ORDER  -  THIRD
 CK5840
 CK5840.The horizontal coordinates were established by classical geodetic methods
 CK5840.and adjusted by the National Geodetic Survey in March 2004..
 CK5840.No horizontal observational check was made to the station.
 CK5840
 CK5840.The orthometric height was determined by differential leveling
 CK5840.and adjusted by the National Geodetic Survey in April 1995..
 CK5840
 CK5840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5840
 CK5840.The geoid height was determined by GEOID03.
 CK5840
 CK5840.The dynamic height is computed by dividing the NAVD 88
 CK5840.geopotential number by the normal gravity value computed on the
 CK5840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5840.degrees latitude (g = 980.6199 gals.).
 CK5840
 CK5840.The modeled gravity was interpolated from observed gravity values.
 CK5840
 CK5840;                    North         East     Units Scale Factor Converg.
 CK5840;SPC SC       -    72,308.890   673,070.232   MT  1.00000587   +0 22 27.7
 CK5840;SPC SC       -   237,233.89  2,208,235.67   iFT  1.00000587   +0 22 27.7
 CK5840;UTM  17      - 3,594,225.378   563,445.550   MT  0.99964964   +0 21 45.6
 CK5840
 CK5840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5840!SPC SC       -   1.00000464  x   1.00000587  =   1.00001051
 CK5840!UTM  17      -   1.00000464  x   0.99964964  =   0.99965428
 CK5840
 CK5840                          SUPERSEDED SURVEY CONTROL
 CK5840
 CK5840  NAD 83(1986)-  32 29 00.43254(N)    080 19 29.07054(W) AD(       ) 3
 CK5840  NGVD 29 (04/23/92)    2.931  (m)            9.62   (f) ADJUSTED    3 0
 CK5840
 CK5840.Superseded values are not recommended for survey control.
 CK5840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5840.See file dsdata.txt to determine how the superseded data were derived.
 CK5840
 CK5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6344694225(NAD 83)
 CK5840_MARKER: P = PIPE CAP
 CK5840_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5840_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5840_STAMPING: 2155 1988
 CK5840_MARK LOGO: SCCC  
 CK5840_PROJECTION: FLUSH
 CK5840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5840+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5840_ROD/PIPE-DEPTH: 0.9  meters
 CK5840
 CK5840  HISTORY     - Date     Condition        Report By
 CK5840  HISTORY     - 1988     MONUMENTED       SCCC
 CK5840  HISTORY     - 19920313 GOOD             SURTEC
 CK5840  HISTORY     - 20040613 GOOD             SCGS
 CK5840  HISTORY     - 20050830 GOOD             SCGS
 CK5840
 CK5840                          STATION DESCRIPTION
 CK5840
 CK5840'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5840'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5840'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5840'PALMETTO BOULEVARD, GO WEST ALONG PALMETTO BOULEVARD FOR 2.05 MILES
 CK5840'TO BEACH ACCESS ON THE LEFT, FOLLOW BEACH ACCESS TO THE STATION ON
 CK5840'THE LEFT, 67.0 FEET SOUTH SOUTHEAST OF POWER POLE NUMBER 233030 AND
 CK5840'52.5 FEET SOUTH SOUTHWEST OF POWER POLE NUMBER 239149.
 CK5840'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5840'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5840'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5840
 CK5840                          STATION RECOVERY (1992)
 CK5840
 CK5840'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5840'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK5840'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5840'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5840'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5840'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5840'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5840'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5840'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5840'HIGHWAY 174 (PALMETTO BLVD) FOR 2.10 MILES (3.38 KM) TO THE JUNCTION
 CK5840'OF BAYNARD STREET NORTHWEST, GO SOUTHEAST ON DIRT BEACH ACCESS ROAD
 CK5840'TO END AT SAND DUNES AND THE STATION ON LEFT.
 CK5840'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5840'PVC PIPE SURROUNDED BY CONCRETE 0.1 FEET (3.0 CM) BELOW THE GROUND,
 CK5840'66.7 FEET (20.3 M) SOUTHEAST OF A POWER POLE NUMBER 233030, 61.9 FEET
 CK5840'(18.9 M) SOUTHEAST OF AN 8-INCH PALMETTO TREE, 52.3 FEET (15.9 M)
 CK5840'SOUTH OF A POWER POLE NUMBER 239149.
 CK5840
 CK5840                          STATION RECOVERY (2004)
 CK5840
 CK5840'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5840'WITNESS POST BESIDE STATION.
 CK5840
 CK5840                          STATION RECOVERY (2005)
 CK5840
 CK5840'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5840'STATION IS LOCATED 0.7 MI (1.13 KM) EAST-NORTHEAST OF EDISTO BEACH,
 CK5840'35.2 MI (56.65 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK5840'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5840'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK5840'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK5840'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK5840'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK5840'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK5840'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 2.25 MI (3.62 KM)
 CK5840'TO THE JUNCTION OF A PAVED BEACH ACCESS DRIVE, TURN LEFT ON THE DRIVE
 CK5840'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT AT THE DUNE LINE.
 CK5840'STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE FLUSH WITH THE
 CK5840'GROUND AND 1.0 FT (0.3 M) ABOVE THE DRIVE, 15.2 FT (4.6 M) EAST
 CK5840'NORTHEAST OF THE CENTER OF THE DRIVE, 52.6 FT (16.0 M) SOUTH OF A
 CK5840'POWER POLE NUMBER 239149 WITH A TRANSFORMER AND TWO GUY WIRES, 7.4 FT
 CK5840'(2.3 M) NORTH NORTHEAST OF A WOOD SIGN POST (NO PARKING ANY TIME),
 CK5840'38.8 FT (11.8 M) EAST OF THE EAST CORNER OF A METAL STORM GRATE, 1.7
 CK5840'FT (0.5 M) NORTH NORTHWEST OF A WITNESS POST. RECOVERED BY R.P.
 CK5840'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6257 ***********************************************************************
 CK6257  DESIGNATION -  2155 A
 CK6257  PID         -  CK6257
 CK6257  STATE/COUNTY-  SC/COLLETON
 CK6257  USGS QUAD   -  EDISTO BEACH (1972)
 CK6257
 CK6257                         *CURRENT SURVEY CONTROL
 CK6257  ___________________________________________________________________
 CK6257* NAD 83(2001)-  32 29 02.69711(N)    080 19 31.37881(W)     ADJUSTED  
 CK6257* NAVD 88     -         2.20   (+/-2cm)       7.2    (feet)  VERTCON   
 CK6257  ___________________________________________________________________
 CK6257  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 CK6257  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 CK6257
 CK6257  HORZ ORDER  -  THIRD
 CK6257  VERT ORDER  -  THIRD ? (See Below)
 CK6257
 CK6257.The horizontal coordinates were established by classical geodetic methods
 CK6257.and adjusted by the National Geodetic Survey in March 2004..
 CK6257
 CK6257.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6257.The vertical order pertains to the NGVD 29 superseded value.
 CK6257
 CK6257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6257
 CK6257.The geoid height was determined by GEOID03.
 CK6257
 CK6257;                    North         East     Units Scale Factor Converg.
 CK6257;SPC SC       -    72,378.583   673,009.392   MT  1.00000564   +0 22 26.4
 CK6257;SPC SC       -   237,462.54  2,208,036.06   iFT  1.00000564   +0 22 26.4
 CK6257;UTM  17      - 3,594,295.059   563,384.745   MT  0.99964954   +0 21 44.4
 CK6257
 CK6257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6257!SPC SC       -   1.00000471  x   1.00000564  =   1.00001035
 CK6257!UTM  17      -   1.00000471  x   0.99964954  =   0.99965425
 CK6257
 CK6257                          SUPERSEDED SURVEY CONTROL
 CK6257
 CK6257  NAD 83(1986)-  32 29 02.70808(N)    080 19 31.38292(W) AD(       ) 3
 CK6257  NGVD 29 (03/31/93)    2.49   (m)            8.2    (f) LEVELING    3  
 CK6257
 CK6257.Superseded values are not recommended for survey control.
 CK6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6257.See file dsdata.txt to determine how the superseded data were derived.
 CK6257
 CK6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6338594295(NAD 83)
 CK6257_MARKER: P = PIPE CAP
 CK6257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK6257_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK6257_STAMPING: 2155 A 1992
 CK6257_MARK LOGO: SCCC  
 CK6257_PROJECTION: FLUSH
 CK6257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6257+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK6257
 CK6257  HISTORY     - Date     Condition        Report By
 CK6257  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6257  HISTORY     - 20040613 GOOD             SCGS
 CK6257  HISTORY     - 20050830 GOOD             SCGS
 CK6257
 CK6257                          STATION DESCRIPTION
 CK6257
 CK6257'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6257'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK6257'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK6257'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6257'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6257'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6257'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6257'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6257'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6257'HIGHWAY 174 (PALMETTO BLVD) FOR 2.10 MILES (3.38 KM) TO THE JUNCTION
 CK6257'OF BAYNARD STREET NORTHWEST AND THE STATION IN THE SOUTHWEST QUADRANT
 CK6257'OF THE INTERSECTION.
 CK6257'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6257'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK6257'30.8 FEET (9.4 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 174
 CK6257'(PALMETTO BLVD), 29.5 FEET (9.0 M) SOUTHWEST OF THE CENTERLINE OF
 CK6257'BAYNARD STREET, 27.0 FEET (8.2 M) NORTHEAST OF THE NORTHEAST CORNER
 CK6257'OF A WOODEN DECK ATTACHED TO A RESIDENCE (2001 PALMETTO BLVD).
 CK6257
 CK6257                          STATION RECOVERY (2004)
 CK6257
 CK6257'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6257'WITNESS POST BESIDE STATION.
 CK6257
 CK6257                          STATION RECOVERY (2005)
 CK6257
 CK6257'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6257'STATION IS LOCATED 0.7 MI (1.13 KM) EAST-NORTHEAST OF EDISTO BEACH,
 CK6257'35.2 MI (56.65 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK6257'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6257'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK6257'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK6257'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK6257'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK6257'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK6257'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 2.25 MI (3.62 KM)
 CK6257'TO THE STATION ON THE RIGHT NEAR A PVC STREET SIGN POST IN THE WEST
 CK6257'ANGLE OF THE JUNCTION OF STATE ROAD 664 (BAYNARD STREET). STATION IS A
 CK6257'PIPE CAP ATTACHED TO AN ALUMINUM PIPE FLUSH WITH THE GROUND AND LEVEL
 CK6257'WITH THE ROAD, 31.2 FT (9.5 M) NORTH NORTHWEST OF THE CENTER OF THE
 CK6257'HIGHWAY, 28.0 FT (8.5 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 CK6257'21.7 FT (6.6 M) SOUTHEAST OF THE EAST CORNER OF A WOOD STAIRCASE OF
 CK6257'HOUSE NUMBER 2001, 77.2 FT (633.4 M) SOUTH SOUTHEAST OF A POWER POLE
 CK6257'NUMBER 236640 WITH A TRANSFORMER AND THREE GUY WIRES, 1.3 FT (0.4 M)
 CK6257'EAST OF THE PVC STREET SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5704 ***********************************************************************
 CK5704  DESIGNATION -  2160
 CK5704  PID         -  CK5704
 CK5704  STATE/COUNTY-  SC/COLLETON
 CK5704  USGS QUAD   -  EDISTO BEACH (1972)
 CK5704
 CK5704                         *CURRENT SURVEY CONTROL
 CK5704  ___________________________________________________________________
 CK5704* NAD 83(2001)-  32 29 08.30299(N)    080 19 20.79940(W)     ADJUSTED  
 CK5704* NAVD 88     -         2.510  (meters)       8.23   (feet)  ADJUSTED  
 CK5704  ___________________________________________________________________
 CK5704  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 CK5704  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK5704  DYNAMIC HT  -           2.508 (meters)       8.23  (feet)  COMP
 CK5704  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 CK5704
 CK5704  HORZ ORDER  -  THIRD
 CK5704  VERT ORDER  -  THIRD
 CK5704
 CK5704.The horizontal coordinates were established by classical geodetic methods
 CK5704.and adjusted by the National Geodetic Survey in March 2004..
 CK5704
 CK5704.The orthometric height was determined by differential leveling
 CK5704.and adjusted by the National Geodetic Survey in April 1995..
 CK5704
 CK5704.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5704
 CK5704.The geoid height was determined by GEOID03.
 CK5704
 CK5704.The dynamic height is computed by dividing the NAVD 88
 CK5704.geopotential number by the normal gravity value computed on the
 CK5704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5704.degrees latitude (g = 980.6199 gals.).
 CK5704
 CK5704.The modeled gravity was interpolated from observed gravity values.
 CK5704
 CK5704;                    North         East     Units Scale Factor Converg.
 CK5704;SPC SC       -    72,553.073   673,284.476   MT  1.00000509   +0 22 32.3
 CK5704;SPC SC       -   238,035.02  2,208,938.57   iFT  1.00000509   +0 22 32.3
 CK5704;UTM  17      - 3,594,469.430   563,659.767   MT  0.99964997   +0 21 50.1
 CK5704
 CK5704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5704!SPC SC       -   1.00000466  x   1.00000509  =   1.00000975
 CK5704!UTM  17      -   1.00000466  x   0.99964997  =   0.99965463
 CK5704
 CK5704                          SUPERSEDED SURVEY CONTROL
 CK5704
 CK5704  NAD 83(1986)-  32 29 08.31286(N)    080 19 20.80267(W) AD(       ) 3
 CK5704  NGVD 29 (04/23/92)    2.802  (m)            9.19   (f) ADJUSTED    3 0
 CK5704
 CK5704.Superseded values are not recommended for survey control.
 CK5704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5704.See file dsdata.txt to determine how the superseded data were derived.
 CK5704
 CK5704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6366094469(NAD 83)
 CK5704_MARKER: P = PIPE CAP
 CK5704_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5704_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5704_STAMPING: 2160 1988
 CK5704_MARK LOGO: SCCC  
 CK5704_PROJECTION: FLUSH
 CK5704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5704+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5704
 CK5704  HISTORY     - Date     Condition        Report By
 CK5704  HISTORY     - 1988     MONUMENTED       SCCC
 CK5704  HISTORY     - 19920313 GOOD             SURTEC
 CK5704  HISTORY     - 20040613 GOOD             SCGS
 CK5704  HISTORY     - 20050830 GOOD             SCGS
 CK5704
 CK5704                          STATION DESCRIPTION
 CK5704
 CK5704'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5704'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE JUNCTION OF SR-174
 CK5704'AND PALMETTO BOULEVARD, GO WEST FOR 1.85 MILES ALONG PALMETTO
 CK5704'BOULEVARD TO THE STATION LOCATED ON THE LEFT.  MARKER IS 13.0 FEET
 CK5704'NORTH NORTHEAST OF POWER POLE NUMBER 70398 SCE+G COMPANY AND 30.5
 CK5704'FEET SOUTH OF THE CENTERLINE OF PALMETTO BOULEVARD.  MARK IS
 CK5704'PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A
 CK5704'STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE
 CK5704'OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5704
 CK5704                          STATION RECOVERY (1992)
 CK5704
 CK5704'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5704'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK5704'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK5704'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5704'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5704'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5704'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5704'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5704'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5704'HIGHWAY 174 (PALMETTO BLVD) FOR 1.95 MILES (3.14 KM) TO THE JUNCTION
 CK5704'OF LYBRAND STREET NORTHWEST AND THE STATION ON LEFT.
 CK5704'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5704'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK5704'36.4 FEET (11.1 M) SOUTHWEST OF THE WEST CORNER OF A CONCRETE BLOCK
 CK5704'RETAINING WALL, 30.4 FEET (9.3 M) SOUTHEAST OF THE CENTERLINE OF THE
 CK5704'ROAD, 13.5 FEET (4.1 M) NORTHEAST OF THE CORNER OF A CONCRETE BLOCK
 CK5704'RETAINING WALL, 12.9 FEET (3.9 M) NORTHEAST OF A POWER POLE NUMBER
 CK5704'70396.
 CK5704
 CK5704                          STATION RECOVERY (2004)
 CK5704
 CK5704'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5704'IN CONCRETE APRON BEACH ACCESS.
 CK5704
 CK5704                          STATION RECOVERY (2005)
 CK5704
 CK5704'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5704'STATION IS LOCATED 0.9 MI (1.45 KM) EAST-NORTHEAST OF EDISTO BEACH,
 CK5704'35.1 MI (56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK5704'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5704'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK5704'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK5704'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK5704'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK5704'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK5704'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 2.0 MI (3.22 KM)
 CK5704'TO THE STATION ON THE LEFT SET IN THE CONCRETE APRON OF THE SAND DRIVE
 CK5704'ENTRANCE TO A BEACH ACCESS PARKING AREA. STATION IS A PIPE CAP
 CK5704'ATTACHED TO AN ALUMINUM PIPE IMBEDDED IN THE GROUND, FLUSH WITH THE
 CK5704'GROUND AND LEVEL WITH THE HIGHWAY, 30.4 FT (9.3 M) SOUTH SOUTHEAST OF
 CK5704'THE CENTER OF THE HIGHWAY, 12.9 FT (3.9 M) NORTHEAST OF A POWER POLE
 CK5704'NUMBER 70396 WITH A TRANSFORMER AND THREE GUY WIRES, 13.1 FT (4.0 M)
 CK5704'NORTHEAST OF THE NORTH CORNER OF A CONCRETE RETAINING WALL, 5.5 FT
 CK5704'(1.7 M) WEST SOUTHWEST OF THE CENTER OF THE SAND DRIVE, 34.7 FT (10.6
 CK5704'M) WEST SOUTHWEST OF A 1.7-FOOT PALMETTO TREE, 12.2 FT (3.7 M) WEST
 CK5704'SOUTHWEST OF THE EXTENDED CENTER OF STATE ROAD 684 (LYBRAND STREET).
 CK5704'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6258 ***********************************************************************
 CK6258  DESIGNATION -  2160 A
 CK6258  PID         -  CK6258
 CK6258  STATE/COUNTY-  SC/COLLETON
 CK6258  USGS QUAD   -  EDISTO BEACH (1972)
 CK6258
 CK6258                         *CURRENT SURVEY CONTROL
 CK6258  ___________________________________________________________________
 CK6258* NAD 83(2001)-  32 29 09.96800(N)    080 19 22.21944(W)     ADJUSTED  
 CK6258* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 CK6258  ___________________________________________________________________
 CK6258  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 CK6258  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK6258
 CK6258  HORZ ORDER  -  THIRD
 CK6258  VERT ORDER  -  THIRD ? (See Below)
 CK6258
 CK6258.The horizontal coordinates were established by classical geodetic methods
 CK6258.and adjusted by the National Geodetic Survey in March 2004..
 CK6258.No horizontal observational check was made to the station.
 CK6258
 CK6258.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6258.The vertical order pertains to the NGVD 29 superseded value.
 CK6258
 CK6258.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6258
 CK6258.The geoid height was determined by GEOID03.
 CK6258
 CK6258;                    North         East     Units Scale Factor Converg.
 CK6258;SPC SC       -    72,604.118   673,247.065   MT  1.00000492   +0 22 31.5
 CK6258;SPC SC       -   238,202.49  2,208,815.83   iFT  1.00000492   +0 22 31.5
 CK6258;UTM  17      - 3,594,520.465   563,622.380   MT  0.99964991   +0 21 49.4
 CK6258
 CK6258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6258!SPC SC       -   1.00000475  x   1.00000492  =   1.00000967
 CK6258!UTM  17      -   1.00000475  x   0.99964991  =   0.99965466
 CK6258
 CK6258                          SUPERSEDED SURVEY CONTROL
 CK6258
 CK6258  NAD 83(1986)-  32 29 09.97796(N)    080 19 22.22258(W) AD(       ) 3
 CK6258  NGVD 29 (03/31/93)    2.26   (m)            7.4    (f) LEVELING    3  
 CK6258
 CK6258.Superseded values are not recommended for survey control.
 CK6258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6258.See file dsdata.txt to determine how the superseded data were derived.
 CK6258
 CK6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6362294520(NAD 83)
 CK6258_MARKER: P = PIPE CAP
 CK6258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK6258_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK6258_STAMPING: 2160 A 1992
 CK6258_MARK LOGO: SCCC  
 CK6258_PROJECTION: FLUSH
 CK6258_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6258+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK6258
 CK6258  HISTORY     - Date     Condition        Report By
 CK6258  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6258  HISTORY     - 20040613 GOOD             SCGS
 CK6258  HISTORY     - 20050830 GOOD             SCGS
 CK6258
 CK6258                          STATION DESCRIPTION
 CK6258
 CK6258'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6258'STATION IS LOCATED NEAR THE SOUTHERN END OF EDISTO BEACH.
 CK6258'OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P. O. BOX 191,
 CK6258'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6258'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6258'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6258'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6258'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6258'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6258'HIGHWAY 174 (PALMETTO BLVD) FOR 1.95 MILES (3.14 KM) TO THE JUNCTION
 CK6258'OF LYBRAND STREET, GO NORTHWEST ON LYBRAND STREET FOR O.01 MILES TO
 CK6258'THE STATION ON LEFT.
 CK6258'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6258'PVC PIPE SURROUNDED BY CONCRETE 0.3 FEET (9.1 CM) BELOW THE GROUND,
 CK6258'207.6 FEET (63.3 M) NORTHWEST OF MONUMENT SCCC 2160 1988, 81.5 FEET
 CK6258'(24.8 M) NORTHWEST OF A POWER POLE NUMBER 348303, 12.8 FEET (3.9 M)
 CK6258'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 10.4 FEET (3.2 M) NORTHEAST
 CK6258'OF A POWER POLE WITH TRANSFORMER NUMBER 219367.
 CK6258
 CK6258                          STATION RECOVERY (2004)
 CK6258
 CK6258'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6258'POWER POLE NUMBER 219367.
 CK6258
 CK6258                          STATION RECOVERY (2005)
 CK6258
 CK6258'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6258'STATION IS LOCATED 0.9 MI (1.45 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK6258'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6258'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6258'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK6258'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK6258'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK6258'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK6258'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK6258'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 2.0 MI (3.22 KM) TO THE
 CK6258'JUNCTION OF STATE ROAD 684 (LYBRAND STREET), TURN RIGHT ON ROAD 684
 CK6258'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE.
 CK6258'STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE IMBEDDED IN THE
 CK6258'GROUND, FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) BELOW THE ROAD, 13.4
 CK6258'FT (4.1 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 10.9 FT (3.3 M)
 CK6258'NORTHEAST OF THE POWER POLE NUMBER 219367 WITH A TRANSFORMER, 9.2 FT
 CK6258'(2.8 M) NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 1706, 48.5 FT
 CK6258'(534.8 M) EAST OF THE EAST CORNER PILING OF A VINYL-SIDED HOUSE NUMBER
 CK6258'1706, 33.5 FT (530.2 M) SOUTH SOUTHEAST OF THE CENTER OF THE DRIVEWAY
 CK6258'FOR HOUSE NUMBER 1706. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5841 ***********************************************************************
 CK5841  DESIGNATION -  2165
 CK5841  PID         -  CK5841
 CK5841  STATE/COUNTY-  SC/COLLETON
 CK5841  USGS QUAD   -  EDISTO BEACH (1972)
 CK5841
 CK5841                         *CURRENT SURVEY CONTROL
 CK5841  ___________________________________________________________________
 CK5841* NAD 83(2001)-  32 29 17.03921(N)    080 19 08.03420(W)     ADJUSTED  
 CK5841* NAVD 88     -         1.910  (meters)       6.27   (feet)  ADJUSTED  
 CK5841  ___________________________________________________________________
 CK5841  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CK5841  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 CK5841  DYNAMIC HT  -           1.908 (meters)       6.26  (feet)  COMP
 CK5841  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 CK5841
 CK5841  HORZ ORDER  -  THIRD
 CK5841  VERT ORDER  -  THIRD
 CK5841
 CK5841.The horizontal coordinates were established by classical geodetic methods
 CK5841.and adjusted by the National Geodetic Survey in March 2004..
 CK5841
 CK5841.The orthometric height was determined by differential leveling
 CK5841.and adjusted by the National Geodetic Survey in April 1995..
 CK5841
 CK5841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5841
 CK5841.The geoid height was determined by GEOID03.
 CK5841
 CK5841.The dynamic height is computed by dividing the NAVD 88
 CK5841.geopotential number by the normal gravity value computed on the
 CK5841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5841.degrees latitude (g = 980.6199 gals.).
 CK5841
 CK5841.The modeled gravity was interpolated from observed gravity values.
 CK5841
 CK5841;                    North         East     Units Scale Factor Converg.
 CK5841;SPC SC       -    72,824.372   673,615.981   MT  1.00000422   +0 22 39.4
 CK5841;SPC SC       -   238,925.10  2,210,026.18   iFT  1.00000422   +0 22 39.4
 CK5841;UTM  17      - 3,594,740.565   563,991.210   MT  0.99965049   +0 21 57.1
 CK5841
 CK5841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5841!SPC SC       -   1.00000476  x   1.00000422  =   1.00000898
 CK5841!UTM  17      -   1.00000476  x   0.99965049  =   0.99965525
 CK5841
 CK5841                          SUPERSEDED SURVEY CONTROL
 CK5841
 CK5841  NAD 83(1986)-  32 29 17.04857(N)    080 19 08.03689(W) AD(       ) 3
 CK5841  NGVD 29 (04/23/92)    2.201  (m)            7.22   (f) ADJUSTED    3 0
 CK5841
 CK5841.Superseded values are not recommended for survey control.
 CK5841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5841.See file dsdata.txt to determine how the superseded data were derived.
 CK5841
 CK5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6399194741(NAD 83)
 CK5841_MARKER: P = PIPE CAP
 CK5841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5841_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5841_STAMPING: 2165 1988
 CK5841_MARK LOGO: SCCC  
 CK5841_PROJECTION: RECESSED 10 CENTIMETERS
 CK5841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5841+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5841_ROD/PIPE-DEPTH: 0.9  meters
 CK5841
 CK5841  HISTORY     - Date     Condition        Report By
 CK5841  HISTORY     - 1988     MONUMENTED       SCCC
 CK5841  HISTORY     - 19920313 GOOD             SURTEC
 CK5841  HISTORY     - 20040613 GOOD             SCGS
 CK5841  HISTORY     - 20050830 GOOD             SCGS
 CK5841
 CK5841                          STATION DESCRIPTION
 CK5841
 CK5841'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5841'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5841'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5841'PALMETTO BOULEVARD, GO WEST ALONG PALMETTO BOULEVARD FOR 1.65 MILES
 CK5841'TO THE JUNCTION OF THISTLE STREET AND THE STATION LOCATED ON THE
 CK5841'RIGHT, 4.2 FEET NORTH NORTHWEST OF THE BACK OF SIDEWALK AND 17.0 FEET
 CK5841'WEST SOUTHWEST OF THE PALM TREE.
 CK5841'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5841'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5841'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5841
 CK5841                          STATION RECOVERY (1992)
 CK5841
 CK5841'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5841'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5841'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5841'803-737-1350.
 CK5841'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5841'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5841'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5841'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5841'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5841'HIGHWAY 174 (PALMETTO BLVD) FOR 1.70 MILES (2.74 KM) TO THE JUNCTION
 CK5841'OF STATE ROAD S15-788 (THISTLE STREET) NORTHWEST AND THE STATION IN
 CK5841'THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 CK5841'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5841'PVC PIPE SURROUNDED BY CONCRETE 0.3 FEET (9.1 CM) BELOW THE GROUND,
 CK5841'40.4 FEET (12.3 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 174
 CK5841'(PALMETTO BLVD), 19.8 FEET (6.0 M) SOUTHWEST OF THE CENTERLINE OF
 CK5841'STATE ROAD S15-788 (THISTLE STREET), 17.6 FEET (5.4 M) NORTH
 CK5841'NORTHEAST OF A 10-INCH PALMETTO TREE, 10.1 FEET (3.1 M) NORTHEAST OF
 CK5841'A FIRE HYDRANT.
 CK5841
 CK5841                          STATION RECOVERY (2004)
 CK5841
 CK5841'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5841'RECOVERED IN GOOD CONDITION.
 CK5841
 CK5841                          STATION RECOVERY (2005)
 CK5841
 CK5841'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5841'STATION IS LOCATED 1.2 MI (1.93 KM) EAST-NORTHEAST OF EDISTO BEACH,
 CK5841'35.2 MI (56.65 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK5841'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5841'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK5841'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK5841'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK5841'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK5841'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK5841'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 1.75 MI (2.82 KM)
 CK5841'TO THE STATION ON THE RIGHT NEAR A FIRE HYDRANT IN THE NORTHWEST ANGLE
 CK5841'OF THE JUNCTION OF STATE ROAD 788 (THISTLE STREET). STATION IS A PIPE
 CK5841'CAP ATTACHED TO AN ALUMINUM PIPE RECESSED 0.4 FT (0.1 M) AND LEVEL
 CK5841'WITH THE ROAD, 40.0 FT (12.2 M) NORTH NORTHWEST OF THE CENTER OF THE
 CK5841'HIGHWAY, 21.5 FT (6.6 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 CK5841'10.1 FT (3.1 M) NORTHEAST OF THE FIRE HYDRANT, 56.1 FT (17.1 M) EAST
 CK5841'OF THE EAST CORNER OF A VINYL-SIDED HOUSE NUMBER 1301, 1.7 FT (397.1
 CK5841'M) SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5705 ***********************************************************************
 CK5705  DESIGNATION -  2170
 CK5705  PID         -  CK5705
 CK5705  STATE/COUNTY-  SC/COLLETON
 CK5705  USGS QUAD   -  EDISTO BEACH (1972)
 CK5705
 CK5705                         *CURRENT SURVEY CONTROL
 CK5705  ___________________________________________________________________
 CK5705* NAD 83(2001)-  32 29 23.06181(N)    080 18 57.43938(W)     ADJUSTED  
 CK5705* NAVD 88     -         1.850  (meters)       6.07   (feet)  ADJUSTED  
 CK5705  ___________________________________________________________________
 CK5705  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 CK5705  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 CK5705  DYNAMIC HT  -           1.848 (meters)       6.06  (feet)  COMP
 CK5705  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CK5705
 CK5705  HORZ ORDER  -  THIRD
 CK5705  VERT ORDER  -  THIRD
 CK5705
 CK5705.The horizontal coordinates were established by classical geodetic methods
 CK5705.and adjusted by the National Geodetic Survey in March 2004..
 CK5705
 CK5705.The orthometric height was determined by differential leveling
 CK5705.and adjusted by the National Geodetic Survey in April 1995..
 CK5705
 CK5705.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5705
 CK5705.The geoid height was determined by GEOID03.
 CK5705
 CK5705.The dynamic height is computed by dividing the NAVD 88
 CK5705.geopotential number by the normal gravity value computed on the
 CK5705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5705.degrees latitude (g = 980.6199 gals.).
 CK5705
 CK5705.The modeled gravity was interpolated from observed gravity values.
 CK5705
 CK5705;                    North         East     Units Scale Factor Converg.
 CK5705;SPC SC       -    73,011.717   673,891.359   MT  1.00000363   +0 22 45.2
 CK5705;SPC SC       -   239,539.75  2,210,929.66   iFT  1.00000363   +0 22 45.2
 CK5705;UTM  17      - 3,594,927.787   564,266.529   MT  0.99965093   +0 22 02.8
 CK5705
 CK5705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5705!SPC SC       -   1.00000477  x   1.00000363  =   1.00000840
 CK5705!UTM  17      -   1.00000477  x   0.99965093  =   0.99965570
 CK5705
 CK5705                          SUPERSEDED SURVEY CONTROL
 CK5705
 CK5705  NAD 83(1986)-  32 29 23.07107(N)    080 18 57.44220(W) AD(       ) 3
 CK5705  NGVD 29 (04/23/92)    2.141  (m)            7.02   (f) ADJUSTED    3 0
 CK5705
 CK5705.Superseded values are not recommended for survey control.
 CK5705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5705.See file dsdata.txt to determine how the superseded data were derived.
 CK5705
 CK5705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6426794928(NAD 83)
 CK5705_MARKER: P = PIPE CAP
 CK5705_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5705_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5705_STAMPING: 2170 1988
 CK5705_MARK LOGO: SCCC  
 CK5705_PROJECTION: RECESSED 15 CENTIMETERS
 CK5705_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5705+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5705
 CK5705  HISTORY     - Date     Condition        Report By
 CK5705  HISTORY     - 1988     MONUMENTED       SCCC
 CK5705  HISTORY     - 19920213 GOOD             SURTEC
 CK5705  HISTORY     - 20040613 GOOD             SCGS
 CK5705  HISTORY     - 20050830 GOOD             SCGS
 CK5705
 CK5705                          STATION DESCRIPTION
 CK5705
 CK5705'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5705'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE JUNCTION OF SR-174
 CK5705'AND PALMETTO BOULEVARD, GO WEST FOR 1.40 MILES ALONG PALMETTO
 CK5705'BOULEVARD TO THE STATION LOCATED ON THE LEFT.  MARKER IS 14.8 FEET
 CK5705'WEST NORTHWEST OF THE CORNER OF THE FENCE SURROUNDING HOUSE NUMBER
 CK5705'908 AND 3.0 FEET SOUTH OF POWER POLE NUMBER 164685 SCE+G
 CK5705'COMPANY.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5705'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5705'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5705
 CK5705                          STATION RECOVERY (1992)
 CK5705
 CK5705'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5705'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5705'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5705'803-737-1350.
 CK5705'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5705'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5705'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5705'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5705'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5705'HIGHWAY 174 (PALMETTO BLVD) FOR 1.50 MILES (2.41 KM) TO THE JUNCTION
 CK5705'OF OSCEOLA STREET NORTHWEST AND THE STATION ON LEFT.
 CK5705'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5705'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK5705'46.6 FEET (14.2 M) NORTHEAST OF THE NORTHEAST END OF A CONCRETE BLOCK
 CK5705'RETAINING WALL, 39.1 FEET (11.9 M) SOUTHEAST OF THE CENTERLINE OF
 CK5705'HIGHWAY 174 (PALMETTO BLVD), 4.4 FEET (1.3 M) SOUTHWEST OF A POWER
 CK5705'POLE NUMBER 406033.
 CK5705
 CK5705                          STATION RECOVERY (2004)
 CK5705
 CK5705'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5705'RECOVERED IN GOOD CONDITION.
 CK5705
 CK5705                          STATION RECOVERY (2005)
 CK5705
 CK5705'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5705'STATION IS LOCATED 1.4 MI (2.25 KM) EAST-NORTHEAST OF EDISTO BEACH,
 CK5705'35.2 MI (56.65 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK5705'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5705'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK5705'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK5705'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK5705'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK5705'174 FOR 12.5 MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE
 CK5705'ROAD) ON EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 1.55 MI (2.49 KM)
 CK5705'TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE EAST ANGLE OF A
 CK5705'SAND DRIVE LEADING TO A BEACH ACCESS PARKING AREA.   STATION IS A PIPE
 CK5705'CAP ATTACHED TO AN ALUMINUM PIPE IMBEDDED IN THE GROUND, RECESSED 0.5
 CK5705'FT (0.2 M) AND LEVEL WITH THE HIGHWAY, 38.7 FT (11.8 M) SOUTH
 CK5705'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 4.0 FT (1.2 M) SOUTHWEST OF
 CK5705'THE POWER POLE NUMBER 406033 WITH A TRANSFORMER AND THREE GUY WIRES,
 CK5705'30.0 FT (9.1 M) EAST NORTHEAST OF THE CENTER OF THE SAND DRIVE, 15.4
 CK5705'FT (4.7 M) NORTHEAST OF THE SOUTHEAST ONE OF TWO 2.0-FOOT PALMETTO
 CK5705'TREES, 14.5 FT (4.4 M) EAST NORTHEAST OF THE EXTENDED CENTER OF A
 CK5705'PAVED ROAD (OSCEOLA STREET). RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6259 ***********************************************************************
 CK6259  DESIGNATION -  2170 A
 CK6259  PID         -  CK6259
 CK6259  STATE/COUNTY-  SC/COLLETON
 CK6259  USGS QUAD   -  EDISTO BEACH (1972)
 CK6259
 CK6259                         *CURRENT SURVEY CONTROL
 CK6259  ___________________________________________________________________
 CK6259* NAD 83(2001)-  32 29 24.56662(N)    080 18 58.80163(W)     ADJUSTED  
 CK6259* NAVD 88     -         1.70   (+/-2cm)       5.6    (feet)  VERTCON   
 CK6259  ___________________________________________________________________
 CK6259  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 CK6259  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 CK6259
 CK6259  HORZ ORDER  -  THIRD
 CK6259  VERT ORDER  -  THIRD ? (See Below)
 CK6259
 CK6259.The horizontal coordinates were established by classical geodetic methods
 CK6259.and adjusted by the National Geodetic Survey in March 2004..
 CK6259.No horizontal observational check was made to the station.
 CK6259
 CK6259.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6259.The vertical order pertains to the NGVD 29 superseded value.
 CK6259
 CK6259.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6259
 CK6259.The geoid height was determined by GEOID03.
 CK6259
 CK6259;                    North         East     Units Scale Factor Converg.
 CK6259;SPC SC       -    73,057.835   673,855.488   MT  1.00000348   +0 22 44.5
 CK6259;SPC SC       -   239,691.06  2,210,811.97   iFT  1.00000348   +0 22 44.5
 CK6259;UTM  17      - 3,594,973.897   564,230.680   MT  0.99965087   +0 22 02.1
 CK6259
 CK6259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6259!SPC SC       -   1.00000479  x   1.00000348  =   1.00000827
 CK6259!UTM  17      -   1.00000479  x   0.99965087  =   0.99965566
 CK6259
 CK6259                          SUPERSEDED SURVEY CONTROL
 CK6259
 CK6259  NAD 83(1986)-  32 29 24.57587(N)    080 18 58.80445(W) AD(       ) 3
 CK6259  NGVD 29 (03/31/93)    1.99   (m)            6.5    (f) LEVELING    3  
 CK6259
 CK6259.Superseded values are not recommended for survey control.
 CK6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6259.See file dsdata.txt to determine how the superseded data were derived.
 CK6259
 CK6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6423194974(NAD 83)
 CK6259_MARKER: P = PIPE CAP
 CK6259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK6259_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK6259_STAMPING: 2170 A 1992
 CK6259_MARK LOGO: SCCC  
 CK6259_PROJECTION: PROJECTING 5 CENTIMETERS
 CK6259_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6259+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK6259
 CK6259  HISTORY     - Date     Condition        Report By
 CK6259  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6259  HISTORY     - 20040613 GOOD             SCGS
 CK6259  HISTORY     - 20050830 GOOD             SCGS
 CK6259
 CK6259                          STATION DESCRIPTION
 CK6259
 CK6259'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6259'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK6259'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6259'803-737-1350.
 CK6259'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6259'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6259'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6259'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6259'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6259'HIGHWAY 174 (PALMETTO BLVD) FOR 1.50 MILES (2.41 KM) TO THE JUNCTION
 CK6259'OF OSCEOLA STREET, GO NORTHWEST ON OSCEOLA STREET FOR O.O2 MILES TO
 CK6259'THE STATION ON RIGHT.
 CK6259'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6259'PVC PIPE SURROUNDED BY CONCRETE 0.3 FEET (9.1 CM) BELOW THE GROUND,
 CK6259'191.7 FEET (58.4 M) NORTH NORTHWEST OF MONUMENT SCCC 2170 1988, 26.6
 CK6259'FEET (8.1 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER 332224, 15.5 FEET
 CK6259'(4.7 M) NORTHEAST OF THE CENTERLINE OF OSCEOLA STREET, 3.0 FEET
 CK6259'(0.9 M) NORTH OF A 12-INCH PALMETTO TREE, 2.4 FEET (0.7 M) SOUTH
 CK6259'SOUTHWEST OF A 10-INCH PALMETTO TREE.
 CK6259
 CK6259                          STATION RECOVERY (2004)
 CK6259
 CK6259'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6259'RECOVERED IN GOOD CONDITION.
 CK6259
 CK6259                          STATION RECOVERY (2005)
 CK6259
 CK6259'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6259'STATION IS LOCATED 1.4 MI (2.25 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK6259'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6259'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6259'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK6259'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK6259'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK6259'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK6259'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK6259'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 1.55 MI (2.49 KM) TO THE
 CK6259'JUNCTION OF A PAVED ROAD (OSCEOLA STREET), TURN RIGHT ON THE PAVED
 CK6259'ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT IN THE
 CK6259'SOUTHEAST ANGLE OF THE DRIVEWAY FOR VINYL-SIDED HOUSE NUMBER 903.
 CK6259'STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE IMBEDDED IN THE
 CK6259'GROUND, PROJECTING 0.2 FT (0.1 M) AND 1.0 FT (0.3 M) ABOVE THE ROAD,
 CK6259'17.2 FT (5.2 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 12.2 FT (3.7
 CK6259'M) SOUTH SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 2.4 FT (0.7 M)
 CK6259'SOUTHWEST OF A 1.1-FOOT PALMETTO TREE, 51.5 FT (15.7 M) EAST OF A
 CK6259'POWER POLE NUMBER 245543 WITH A TRANSFORMER AND THREE GUY WIRES, 72.4
 CK6259'FT (22.1 M) WEST SOUTHWEST OF THE WEST CORNER PILING OF HOUSE NUMBER
 CK6259'903, 2.0 FT (275.8 M) WEST SOUTHWEST OF A WITNESS POST. RECOVERED BY
 CK6259'R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5842 ***********************************************************************
 CK5842  DESIGNATION -  2173
 CK5842  PID         -  CK5842
 CK5842  STATE/COUNTY-  SC/COLLETON
 CK5842  USGS QUAD   -  EDISTO BEACH (1972)
 CK5842
 CK5842                         *CURRENT SURVEY CONTROL
 CK5842  ___________________________________________________________________
 CK5842* NAD 83(2001)-  32 29 27.97604(N)    080 18 51.56566(W)     ADJUSTED  
 CK5842* NAVD 88     -         1.670  (meters)       5.48   (feet)  ADJUSTED  
 CK5842  ___________________________________________________________________
 CK5842  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 CK5842  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK5842  DYNAMIC HT  -           1.668 (meters)       5.47  (feet)  COMP
 CK5842  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 CK5842
 CK5842  HORZ ORDER  -  THIRD
 CK5842  VERT ORDER  -  THIRD
 CK5842
 CK5842.The horizontal coordinates were established by classical geodetic methods
 CK5842.and adjusted by the National Geodetic Survey in March 2004..
 CK5842
 CK5842.The orthometric height was determined by differential leveling
 CK5842.and adjusted by the National Geodetic Survey in April 1995..
 CK5842
 CK5842.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5842
 CK5842.The geoid height was determined by GEOID03.
 CK5842
 CK5842.The dynamic height is computed by dividing the NAVD 88
 CK5842.geopotential number by the normal gravity value computed on the
 CK5842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5842.degrees latitude (g = 980.6199 gals.).
 CK5842
 CK5842.The modeled gravity was interpolated from observed gravity values.
 CK5842
 CK5842;                    North         East     Units Scale Factor Converg.
 CK5842;SPC SC       -    73,164.110   674,043.701   MT  1.00000314   +0 22 48.5
 CK5842;SPC SC       -   240,039.73  2,211,429.47   iFT  1.00000314   +0 22 48.5
 CK5842;UTM  17      - 3,595,080.095   564,418.849   MT  0.99965117   +0 22 06.0
 CK5842
 CK5842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5842!SPC SC       -   1.00000480  x   1.00000314  =   1.00000794
 CK5842!UTM  17      -   1.00000480  x   0.99965117  =   0.99965597
 CK5842
 CK5842                          SUPERSEDED SURVEY CONTROL
 CK5842
 CK5842  NAD 83(1986)-  32 29 27.98532(N)    080 18 51.56843(W) AD(       ) 3
 CK5842  NGVD 29 (04/23/92)    1.961  (m)            6.43   (f) ADJUSTED    3 0
 CK5842
 CK5842.Superseded values are not recommended for survey control.
 CK5842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5842.See file dsdata.txt to determine how the superseded data were derived.
 CK5842
 CK5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6441995080(NAD 83)
 CK5842_MARKER: P = PIPE CAP
 CK5842_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5842_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5842_STAMPING: 2173 1988
 CK5842_MARK LOGO: SCCC  
 CK5842_PROJECTION: FLUSH
 CK5842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5842+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5842_ROD/PIPE-DEPTH: 0.9  meters
 CK5842
 CK5842  HISTORY     - Date     Condition        Report By
 CK5842  HISTORY     - 1988     MONUMENTED       SCCC
 CK5842  HISTORY     - 19920213 GOOD             SURTEC
 CK5842  HISTORY     - 20040613 GOOD             SCGS
 CK5842  HISTORY     - 20050830 GOOD             SCGS
 CK5842
 CK5842                          STATION DESCRIPTION
 CK5842
 CK5842'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5842'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5842'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5842'PALMETTO BOULEVARD, GO WEST ALONG PALMETTO BOULEVARD TO THE JUNCTION
 CK5842'OF DAWHOO STREET AND THE STATION LOCATED ON THE RIGHT, 37.1 FEET
 CK5842'SOUTH SOUTHWEST OF HOUSE NUMBER 719 AND 4.2 FEET NORTH NORTHWEST OF
 CK5842'THE BACK EDGE OF THE SIDEWALK.
 CK5842'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5842'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5842'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5842
 CK5842                          STATION RECOVERY (1992)
 CK5842
 CK5842'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5842'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5842'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5842'803-737-1350.
 CK5842'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5842'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5842'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5842'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5842'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5842'HIGHWAY 174 (PALMETTO BLVD) FOR 1.35 MILES (2.17 KM) TO THE JUNCTION
 CK5842'OF DAWHOO STREET NORTHWEST AND THE STATION ON RIGHT.
 CK5842'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5842'PVC PIPE SURROUNDED BY CONCRETE 0.1 FEET (3.0 CM) BELOW THE GROUND,
 CK5842'40.0 FEET (12.2 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 174
 CK5842'(PALMETTO BLVD), 36.8 FEET (11.2 M) SOUTH OF THE SOUTH CORNER OF A
 CK5842'TWO STORY RESIDENCE (719 PALMETTO BLVD), 19.3 FEET (5.9 M) NORTHEAST
 CK5842'OF THE CENTERLINE OF DAWHOO STREET.
 CK5842
 CK5842                          STATION RECOVERY (2004)
 CK5842
 CK5842'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5842'RECOVERED IN GOOD CONDITION.
 CK5842
 CK5842                          STATION RECOVERY (2005)
 CK5842
 CK5842'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5842'STATION IS LOCATED 1.5 MI (2.41 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK5842'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK5842'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5842'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK5842'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK5842'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK5842'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK5842'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK5842'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 1.45 MI (2.33 KM) TO THE
 CK5842'STATION ON THE RIGHT NEAR A WOOD SIGN IN THE NORTH ANGLE OF THE
 CK5842'JUNCTION OF STATE ROAD 842 (DAWHOO STREET). STATION IS A PIPE CAP
 CK5842'ATTACHED TO AN ALUMINUM PIPE FLUSH WITH THE GROUND AND 0.5 FT (0.2 M)
 CK5842'ABOVE THE ROAD, 39.1 FT (11.9 M) NORTH NORTHWEST OF THE CENTER OF THE
 CK5842'HIGHWAY, 19.1 FT (5.8 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 3.7
 CK5842'FT (1.1 M) SOUTH SOUTHWEST OF THE SOUTHEAST LEG OF THE WOOD SIGN
 CK5842'(TRADEWINDS 719), 39.0 FT (231.0 M) SOUTH SOUTHWEST OF THE SOUTH
 CK5842'CORNER PILING OF A WOOD PORCH OF HOUSE NUMBER 719. RECOVERED BY R.P.
 CK5842'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5843 ***********************************************************************
 CK5843  DESIGNATION -  2178
 CK5843  PID         -  CK5843
 CK5843  STATE/COUNTY-  SC/COLLETON
 CK5843  USGS QUAD   -  EDISTO BEACH (1972)
 CK5843
 CK5843                         *CURRENT SURVEY CONTROL
 CK5843  ___________________________________________________________________
 CK5843* NAD 83(2001)-  32 29 32.67982(N)    080 18 43.43231(W)     ADJUSTED  
 CK5843* NAVD 88     -         2.768  (meters)       9.08   (feet)  ADJUSTED  
 CK5843  ___________________________________________________________________
 CK5843  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 CK5843  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 CK5843  DYNAMIC HT  -           2.764 (meters)       9.07  (feet)  COMP
 CK5843  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 CK5843
 CK5843  HORZ ORDER  -  THIRD
 CK5843  VERT ORDER  -  THIRD
 CK5843
 CK5843.The horizontal coordinates were established by classical geodetic methods
 CK5843.and adjusted by the National Geodetic Survey in March 2004..
 CK5843
 CK5843.The orthometric height was determined by differential leveling
 CK5843.and adjusted by the National Geodetic Survey in April 1995..
 CK5843
 CK5843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5843
 CK5843.The geoid height was determined by GEOID03.
 CK5843
 CK5843.The dynamic height is computed by dividing the NAVD 88
 CK5843.geopotential number by the normal gravity value computed on the
 CK5843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5843.degrees latitude (g = 980.6199 gals.).
 CK5843
 CK5843.The modeled gravity was interpolated from observed gravity values.
 CK5843
 CK5843;                    North         East     Units Scale Factor Converg.
 CK5843;SPC SC       -    73,310.415   674,255.071   MT  1.00000268   +0 22 53.0
 CK5843;SPC SC       -   240,519.73  2,212,122.94   iFT  1.00000268   +0 22 53.0
 CK5843;UTM  17      - 3,595,226.305   564,630.175   MT  0.99965151   +0 22 10.4
 CK5843
 CK5843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5843!SPC SC       -   1.00000463  x   1.00000268  =   1.00000731
 CK5843!UTM  17      -   1.00000463  x   0.99965151  =   0.99965614
 CK5843
 CK5843                          SUPERSEDED SURVEY CONTROL
 CK5843
 CK5843  NAD 83(1986)-  32 29 32.68898(N)    080 18 43.43509(W) AD(       ) 3
 CK5843  NGVD 29 (04/23/92)    3.059  (m)           10.04   (f) ADJUSTED    3 0
 CK5843
 CK5843.Superseded values are not recommended for survey control.
 CK5843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5843.See file dsdata.txt to determine how the superseded data were derived.
 CK5843
 CK5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6463095226(NAD 83)
 CK5843_MARKER: P = PIPE CAP
 CK5843_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5843_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5843_STAMPING: 2178 1988
 CK5843_MARK LOGO: SCCC  
 CK5843_PROJECTION: PROJECTING 5 CENTIMETERS
 CK5843_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5843+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5843_ROD/PIPE-DEPTH: 0.9  meters
 CK5843
 CK5843  HISTORY     - Date     Condition        Report By
 CK5843  HISTORY     - 1988     MONUMENTED       SCCC
 CK5843  HISTORY     - 19920212 GOOD             SURTEC
 CK5843  HISTORY     - 20050830 GOOD             SCGS
 CK5843
 CK5843                          STATION DESCRIPTION
 CK5843
 CK5843'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5843'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5843'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5843'PALMETTO BOULEVARD, GO WEST ALONG PALMETTO BOULEVARD TO THE JUNCTION
 CK5843'OF PORTIA STREET AND THE STATION LOCATED ON THE LEFT ALONG THE BEACH
 CK5843'ACCESS, 30.4 FEET NORTH NORTHEAST OF HOUSE NUMBER 702 AND 43.7 FEET
 CK5843'SOUTH SOUTHEAST OF THE BACK OF THE CURB.
 CK5843'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5843'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5843'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5843
 CK5843                          STATION RECOVERY (1992)
 CK5843
 CK5843'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5843'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5843'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5843'803-737-1350.
 CK5843'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5843'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5843'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5843'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5843'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5843'HIGHWAY 174 (PALMETTO BLVD) FOR 1.20 MILES (1.93 KM) TO THE JUNCTION
 CK5843'OF PORTIA STREET NORTHWEST AND THE STATION ON LEFT LOCATED IN A
 CK5843'PUBLIC BEACH ACCESS.
 CK5843'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5843'PVC PIPE SURROUNDED BY CONCRETE FLUSH WITH THE GROUND, 73.4 FEET
 CK5843'(22.4 M) SOUTH EAST OF THE CENTERLINE OF HIGHWAY 174 (PALMETTO BLVD),
 CK5843'53.3 FEET (16.2 M) SOUTHWEST OF THE WEST CORNER OF A ONE STORY
 CK5843'RESIDENCE ON PILES (620 PALMETTO BLVD), 30.7 FEET (9.4 M) NORTH
 CK5843'NORTHEAST OF THE NORTH CORNER OF A ONE STORY RESIDENCE ON PILES (702
 CK5843'PALMETTO BLVD).
 CK5843
 CK5843                          STATION RECOVERY (2005)
 CK5843
 CK5843'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5843'STATION IS LOCATED 1.7 MI (2.74 KM) NORTHEAST OF EDISTO BEACH, 35.15
 CK5843'MI (56.57 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK5843'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5843'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK5843'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK5843'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK5843'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK5843'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK5843'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 1.25 MI (2.01 KM) TO THE
 CK5843'STATION ON THE LEFT IN THE MIDDLE OF A BEACH ACCESS PATH. STATION IS A
 CK5843'PIPE CAP ATTACHED TO AN ALUMINUM PIPE PROJECTING 0.2 FT (0.1 M) AND
 CK5843'4.0 FT (1.2 M) ABOVE THE HIGHWAY, 72.6 FT (22.1 M) SOUTH SOUTHEAST OF
 CK5843'THE CENTER OF THE HIGHWAY, 30.3 FT (9.2 M) NORTH NORTHEAST OF THE
 CK5843'NORTH CORNER PILING OF A HOUSE, 8.4 FT (2.6 M) EAST SOUTHEAST OF A
 CK5843'WOOD SIGN POST (NO MOTOR VEHICLES), 29.6 FT (9.0 M) SOUTH SOUTHEAST OF
 CK5843'THE SOUTH LEG OF A WOOD SIGN (BEACH ACCESS), 28.3 FT (8.6 M) NORTH
 CK5843'NORTHWEST OF A 2.0-FOOT PALMETTO TREE. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6260 ***********************************************************************
 CK6260  DESIGNATION -  2178 A
 CK6260  PID         -  CK6260
 CK6260  STATE/COUNTY-  SC/COLLETON
 CK6260  USGS QUAD   -  EDISTO BEACH (1972)
 CK6260
 CK6260                         *CURRENT SURVEY CONTROL
 CK6260  ___________________________________________________________________
 CK6260* NAD 83(2001)-  32 29 36.27183(N)    080 18 46.95064(W)     ADJUSTED  
 CK6260* NAVD 88     -         1.12   (+/-2cm)       3.7    (feet)  VERTCON   
 CK6260  ___________________________________________________________________
 CK6260  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 CK6260  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK6260
 CK6260  HORZ ORDER  -  THIRD
 CK6260  VERT ORDER  -  THIRD ? (See Below)
 CK6260
 CK6260.The horizontal coordinates were established by classical geodetic methods
 CK6260.and adjusted by the National Geodetic Survey in March 2004..
 CK6260.No horizontal observational check was made to the station.
 CK6260
 CK6260.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6260.The vertical order pertains to the NGVD 29 superseded value.
 CK6260
 CK6260.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6260
 CK6260.The geoid height was determined by GEOID03.
 CK6260
 CK6260;                    North         East     Units Scale Factor Converg.
 CK6260;SPC SC       -    73,420.451   674,162.485   MT  1.00000233   +0 22 51.1
 CK6260;SPC SC       -   240,880.74  2,211,819.18   iFT  1.00000233   +0 22 51.1
 CK6260;UTM  17      - 3,595,336.322   564,537.644   MT  0.99965136   +0 22 08.6
 CK6260
 CK6260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6260!SPC SC       -   1.00000489  x   1.00000233  =   1.00000722
 CK6260!UTM  17      -   1.00000489  x   0.99965136  =   0.99965624
 CK6260
 CK6260                          SUPERSEDED SURVEY CONTROL
 CK6260
 CK6260  NAD 83(1986)-  32 29 36.28103(N)    080 18 46.95337(W) AD(       ) 3
 CK6260  NGVD 29 (03/31/93)    1.41   (m)            4.6    (f) LEVELING    3  
 CK6260
 CK6260.Superseded values are not recommended for survey control.
 CK6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6260.See file dsdata.txt to determine how the superseded data were derived.
 CK6260
 CK6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6453895336(NAD 83)
 CK6260_MARKER: P = PIPE CAP
 CK6260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK6260_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK6260_STAMPING: 2178 A 1992
 CK6260_MARK LOGO: SCCC  
 CK6260_PROJECTION: RECESSED 5 CENTIMETERS
 CK6260_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6260+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK6260
 CK6260  HISTORY     - Date     Condition        Report By
 CK6260  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6260  HISTORY     - 20040613 GOOD             SCGS
 CK6260  HISTORY     - 20050830 GOOD             SCGS
 CK6260
 CK6260                          STATION DESCRIPTION
 CK6260
 CK6260'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6260'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK6260'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6260'803-737-1350.
 CK6260'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6260'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6260'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6260'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6260'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6260'HIGHWAY 174 (PALMETTO BLVD) FOR 1.20 MILES (1.93 KM) TO THE JUNCTION
 CK6260'OF PORTIA STREET, GO NORTHWEST ON PORTIA STREET FOR O.O5 MILES TO THE
 CK6260'STATION ON LEFT.
 CK6260'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6260'PVC PIPE SURROUNDED BY CONCRETE 0.3 FEET (9.1 CM) BELOW THE GROUND,
 CK6260'471.8 FEET (143.8 M) NORTH NORTHWEST OF MONUMENT SCCC 2178 1988, 61.8
 CK6260'FEET (18.8 M) NORTH NORTHEAST OF THE NORTH CORNER OF A ONE STORY
 CK6260'RESIDENCE ON PILES (706 PORTIA STREET), 16.3 FEET (5.0 M) SOUTHWEST
 CK6260'OF THE CENTERLINE OF PORTIA STREET.
 CK6260
 CK6260                          STATION RECOVERY (2004)
 CK6260
 CK6260'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6260'IN THE  MIDDLE OF BEACH ACCESS PATH ABOVE THE GROUND LEVEL, 12-FOOT
 CK6260'HIGH HEDGE IMMEDIATELY NORTHEAST.
 CK6260
 CK6260                          STATION RECOVERY (2005)
 CK6260
 CK6260'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6260'STATION IS LOCATED 1.7 MI (2.74 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK6260'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6260'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK6260'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK6260'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK6260'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK6260'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK6260'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 1.25 MI (2.01 KM) TO THE
 CK6260'JUNCTION OF STATE ROAD 666 (PORTIA ROAD), TURN RIGHT ON ROAD 666 FOR
 CK6260'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT NEAR A TELEPHONE JUNCTION
 CK6260'BOX IN FRONT OF A WOOD HOUSE NUMBER 708. STATION IS A PIPE CAP
 CK6260'ATTACHED TO AN ALUMINUM PIPE IMBEDDED IN THE GROUND, RECESSED 0.2 FT
 CK6260'(0.1 M) AND 0.5 FT (0.2 M) BELOW THE ROAD, 15.9 FT (4.8 M) WEST
 CK6260'SOUTHWEST OF THE CENTER OF THE ROAD, 6.7 FT (2.0 M) EAST NORTHEAST OF
 CK6260'A TELEPHONE JUNCTION BOX, 76.0 FT (23.2 M) EAST SOUTHEAST OF THE NORTH
 CK6260'CORNER PILING OF A WOOD PORCH OF HOUSE NUMBER 708, 58.8 FT (233.7 M)
 CK6260'NORTH OF THE NORTH CORNER OF A PILING OF A WOOD PORCH OF HOUSE NUMBER
 CK6260'706, 103.1 FT (246.6 M) NORTHWEST OF A POWER POLE NUMBER 213647 WITH A
 CK6260'TRANSFORMER AND TWO GUY WIRES. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5706 ***********************************************************************
 CK5706  DESIGNATION -  2180
 CK5706  PID         -  CK5706
 CK5706  STATE/COUNTY-  SC/COLLETON
 CK5706  USGS QUAD   -  EDISTO BEACH (1972)
 CK5706
 CK5706                         *CURRENT SURVEY CONTROL
 CK5706  ___________________________________________________________________
 CK5706* NAD 83(2001)-  32 29 38.96300(N)    080 18 36.46140(W)     ADJUSTED  
 CK5706* NAVD 88     -         1.927  (meters)       6.32   (feet)  ADJUSTED  
 CK5706  ___________________________________________________________________
 CK5706  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 CK5706  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 CK5706  DYNAMIC HT  -           1.925 (meters)       6.32  (feet)  COMP
 CK5706  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CK5706
 CK5706  HORZ ORDER  -  THIRD
 CK5706  VERT ORDER  -  THIRD
 CK5706
 CK5706.The horizontal coordinates were established by classical geodetic methods
 CK5706.and adjusted by the National Geodetic Survey in March 2004..
 CK5706
 CK5706.The orthometric height was determined by differential leveling
 CK5706.and adjusted by the National Geodetic Survey in April 1995..
 CK5706
 CK5706.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5706
 CK5706.The geoid height was determined by GEOID03.
 CK5706
 CK5706.The dynamic height is computed by dividing the NAVD 88
 CK5706.geopotential number by the normal gravity value computed on the
 CK5706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5706.degrees latitude (g = 980.6199 gals.).
 CK5706
 CK5706.The modeled gravity was interpolated from observed gravity values.
 CK5706
 CK5706;                    North         East     Units Scale Factor Converg.
 CK5706;SPC SC       -    73,505.173   674,435.764   MT  1.00000206   +0 22 56.9
 CK5706;SPC SC       -   241,158.70  2,212,715.76   iFT  1.00000206   +0 22 56.9
 CK5706;UTM  17      - 3,595,420.958   564,810.845   MT  0.99965180   +0 22 14.2
 CK5706
 CK5706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5706!SPC SC       -   1.00000476  x   1.00000206  =   1.00000682
 CK5706!UTM  17      -   1.00000476  x   0.99965180  =   0.99965656
 CK5706
 CK5706                          SUPERSEDED SURVEY CONTROL
 CK5706
 CK5706  NAD 83(1986)-  32 29 38.97230(N)    080 18 36.46415(W) AD(       ) 3
 CK5706  NGVD 29 (04/23/92)    2.219  (m)            7.28   (f) ADJUSTED    3 0
 CK5706
 CK5706.Superseded values are not recommended for survey control.
 CK5706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5706.See file dsdata.txt to determine how the superseded data were derived.
 CK5706
 CK5706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6481195421(NAD 83)
 CK5706_MARKER: P = PIPE CAP
 CK5706_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5706_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5706_STAMPING: 2180 1988
 CK5706_MARK LOGO: SCCC  
 CK5706_PROJECTION: FLUSH
 CK5706_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5706+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5706
 CK5706  HISTORY     - Date     Condition        Report By
 CK5706  HISTORY     - 1988     MONUMENTED       SCCC
 CK5706  HISTORY     - 19920212 GOOD             SURTEC
 CK5706  HISTORY     - 20040613 GOOD             SCGS
 CK5706  HISTORY     - 20050830 GOOD             SCGS
 CK5706
 CK5706                          STATION DESCRIPTION
 CK5706
 CK5706'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5706'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE JUNCTION OF SR-174
 CK5706'AND PALMETTO BOULEVARD, GO WEST FOR 1.0 MILES ALONG PALMETTO
 CK5706'BOULEVARD TO THE STATION LOCATED ON THE RIGHT.  MARKER IS 7.9 FEET
 CK5706'NORTH NORTHEAST OF POWER POLE NUMBER 196862 SCE+G COMPANY AND 37.5
 CK5706'FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOBILE
 CK5706'HOME.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5706'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5706'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5706
 CK5706                          STATION RECOVERY (1992)
 CK5706
 CK5706'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5706'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5706'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5706'803-737-1350.
 CK5706'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5706'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5706'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5706'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5706'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5706'HIGHWAY 174 (PALMETTO BLVD) FOR 1.05 MILES (1.69 KM) TO THE JUNCTION
 CK5706'OF ATLANTIC STREET NORTHWEST AND THE STATION ON RIGHT.
 CK5706'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5706'PVC PIPE SURROUNDED BY CONCRETE FLUSH WITH THE GROUND, 38.5 FEET
 CK5706'(11.7 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 174 (PALMETTO BLVD),
 CK5706'45.4 FEET (13.8 M) SOUTH OF THE SOUTH CORNER OF THE PORCH OF A TWO
 CK5706'STORY RESIDENCE ON PILES (519 PALMETTO BLVD), 26.3 FEET (8.0 M)
 CK5706'NORTHEAST OF THE CENTERLINE OF ATLANTIC STREET.
 CK5706
 CK5706                          STATION RECOVERY (2004)
 CK5706
 CK5706'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5706'RECOVERED IN GOOD CONDITION.
 CK5706
 CK5706                          STATION RECOVERY (2005)
 CK5706
 CK5706'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5706'STATION IS LOCATED 1.8 MI (2.9 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK5706'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK5706'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5706'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK5706'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK5706'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK5706'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK5706'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK5706'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 1.1 MI (1.77 KM) TO THE
 CK5706'STATION ON THE RIGHT NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A
 CK5706'PAVED ROAD (ATLANTIC STREET).   STATION IS A PIPE CAP ATTACHED TO AN
 CK5706'ALUMINUM PIPE FLUSH WITH GROUND AND 0.5 FT (0.2 M) ABOVE THE HIGHWAY,
 CK5706'38.4 FT (11.7 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 23.6 FT (7.2
 CK5706'M) NORTHEAST OF THE CENTER OF THE ROAD, 7.5 FT (2.3 M) NORTHWEST OF
 CK5706'THE POWER POLE NUMBER 196862/3/5, 45.5 FT (60017.5 M) SOUTH OF THE
 CK5706'SOUTH CORNER PILING OF A WOOD PORCH OF HOUSE NUMBER 519, 2.2 FT (158.9
 CK5706'M) NORTHWEST OF THE NORTHWEST EDGE OF A HIGHWAY SIDEWALK. RECOVERED BY
 CK5706'R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5844 ***********************************************************************
 CK5844  DESIGNATION -  2185
 CK5844  PID         -  CK5844
 CK5844  STATE/COUNTY-  SC/COLLETON
 CK5844  USGS QUAD   -  EDISTO BEACH (1972)
 CK5844
 CK5844                         *CURRENT SURVEY CONTROL
 CK5844  ___________________________________________________________________
 CK5844* NAD 83(2001)-  32 29 43.58570(N)    080 18 28.58849(W)     ADJUSTED  
 CK5844* NAVD 88     -         2.645  (meters)       8.68   (feet)  ADJUSTED  
 CK5844  ___________________________________________________________________
 CK5844  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 CK5844  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 CK5844  DYNAMIC HT  -           2.642 (meters)       8.67  (feet)  COMP
 CK5844  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 CK5844
 CK5844  HORZ ORDER  -  THIRD
 CK5844  VERT ORDER  -  THIRD
 CK5844
 CK5844.The horizontal coordinates were established by classical geodetic methods
 CK5844.and adjusted by the National Geodetic Survey in March 2004..
 CK5844
 CK5844.The orthometric height was determined by differential leveling
 CK5844.and adjusted by the National Geodetic Survey in April 1995..
 CK5844
 CK5844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5844
 CK5844.The geoid height was determined by GEOID03.
 CK5844
 CK5844.The dynamic height is computed by dividing the NAVD 88
 CK5844.geopotential number by the normal gravity value computed on the
 CK5844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5844.degrees latitude (g = 980.6199 gals.).
 CK5844
 CK5844.The modeled gravity was interpolated from observed gravity values.
 CK5844
 CK5844;                    North         East     Units Scale Factor Converg.
 CK5844;SPC SC       -    73,648.943   674,640.339   MT  1.00000161   +0 23 01.2
 CK5844;SPC SC       -   241,630.39  2,213,386.94   iFT  1.00000161   +0 23 01.2
 CK5844;UTM  17      - 3,595,564.635   565,015.378   MT  0.99965212   +0 22 18.5
 CK5844
 CK5844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5844!SPC SC       -   1.00000465  x   1.00000161  =   1.00000626
 CK5844!UTM  17      -   1.00000465  x   0.99965212  =   0.99965677
 CK5844
 CK5844                          SUPERSEDED SURVEY CONTROL
 CK5844
 CK5844  NAD 83(1986)-  32 29 43.59513(N)    080 18 28.59130(W) AD(       ) 3
 CK5844  NGVD 29 (04/23/92)    2.937  (m)            9.64   (f) ADJUSTED    3 0
 CK5844
 CK5844.Superseded values are not recommended for survey control.
 CK5844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5844.See file dsdata.txt to determine how the superseded data were derived.
 CK5844
 CK5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6501595565(NAD 83)
 CK5844_MARKER: P = PIPE CAP
 CK5844_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5844_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5844_STAMPING: 2185 1988
 CK5844_MARK LOGO: SCCC  
 CK5844_PROJECTION: FLUSH
 CK5844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5844+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5844_ROD/PIPE-DEPTH: 0.9  meters
 CK5844
 CK5844  HISTORY     - Date     Condition        Report By
 CK5844  HISTORY     - 1988     MONUMENTED       SCCC
 CK5844  HISTORY     - 19920212 GOOD             SURTEC
 CK5844  HISTORY     - 20040613 GOOD             SCGS
 CK5844  HISTORY     - 20050830 GOOD             SCGS
 CK5844
 CK5844                          STATION DESCRIPTION
 CK5844
 CK5844'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5844'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5844'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5844'PALMETTO BOULEVARD, GO WEST ALONG PALMETTO BOULEVARD FOR 0.80 MILES
 CK5844'TO THE JUNCTION OF CUPID STREET AND THE STATION LOCATED ON THE LEFT,
 CK5844'20.3 FEET NORTH NORTHEAST OF HOUSE NUMBER 502 AND 40.0 FEET WEST
 CK5844'SOUTHWEST OF POWER POLE NUMBER 030338.
 CK5844'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5844'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5844'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5844
 CK5844                          STATION RECOVERY (1992)
 CK5844
 CK5844'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5844'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5844'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5844'803-737-1350.
 CK5844'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5844'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5844'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5844'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5844'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5844'HIGHWAY 174 (PALMETTO BLVD) FOR 0.87 MILES (1.40 KM) TO THE JUNCTION
 CK5844'OF CUPID STREET NORTHWEST AND THE STATION ON LEFT LOCATED IN A PUBLIC
 CK5844'BEACH ACCESS.
 CK5844'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5844'PVC PIPE SURROUNDED BY CONCRETE FLUSH WITH THE GROUND, 45.0 FEET
 CK5844'(13.7 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 174 (PALMETTO BLVD),
 CK5844'38.7 FEET (11.8 M) SOUTHWEST OF A FIRE HYDRANT, 20.1 FEET (6.1 M)
 CK5844'NORTHEAST OF THE NORTH CORNER OF A ONE STORY RESIDENCE (502 PALMETTO
 CK5844'BLVD).
 CK5844
 CK5844                          STATION RECOVERY (2004)
 CK5844
 CK5844'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5844'RECOVERED IN GOOD CONDITION.
 CK5844
 CK5844                          STATION RECOVERY (2005)
 CK5844
 CK5844'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5844'STATION IS LOCATED 2.0 MI (3.22 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK5844'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK5844'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5844'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK5844'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK5844'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK5844'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK5844'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK5844'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 0.95 MI (1.53 KM) TO THE
 CK5844'STATION ON THE LEFT NEAR THE NORTH CORNER PILING OF THE WOOD PORCH OF
 CK5844'HOUSE NUMBER 502. STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE
 CK5844'FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) ABOVE THE HIGHWAY, 44.8 FT
 CK5844'(13.7 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 24.0 FT (7.3 M)
 CK5844'WEST SOUTHWEST OF THE EXTENDED CENTER OF ROAD 806, 12.5 FT (249.5 M)
 CK5844'EAST NORTHEAST OF THE NORTH CORNER PILING OF THE WOOD PORCH OF THE
 CK5844'HOUSE, 38.6 FT (11.8 M) SOUTHWEST OF A FIRE HYDRANT, 1.6 FT (0.5 M)
 CK5844'NORTH NORTHWEST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6261 ***********************************************************************
 CK6261  DESIGNATION -  2185 A
 CK6261  PID         -  CK6261
 CK6261  STATE/COUNTY-  SC/COLLETON
 CK6261  USGS QUAD   -  EDISTO BEACH (1972)
 CK6261
 CK6261                         *CURRENT SURVEY CONTROL
 CK6261  ___________________________________________________________________
 CK6261* NAD 83(2001)-  32 29 45.83611(N)    080 18 30.60036(W)     ADJUSTED  
 CK6261* NAVD 88     -         1.19   (+/-2cm)       3.9    (feet)  VERTCON   
 CK6261  ___________________________________________________________________
 CK6261  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 CK6261  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 CK6261
 CK6261  HORZ ORDER  -  THIRD
 CK6261  VERT ORDER  -  THIRD ? (See Below)
 CK6261
 CK6261.The horizontal coordinates were established by classical geodetic methods
 CK6261.and adjusted by the National Geodetic Survey in March 2004..
 CK6261.No horizontal observational check was made to the station.
 CK6261
 CK6261.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6261.The vertical order pertains to the NGVD 29 superseded value.
 CK6261
 CK6261.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6261
 CK6261.The geoid height was determined by GEOID03.
 CK6261
 CK6261;                    North         East     Units Scale Factor Converg.
 CK6261;SPC SC       -    73,717.913   674,587.355   MT  1.00000139   +0 23 00.1
 CK6261;SPC SC       -   241,856.67  2,213,213.11   iFT  1.00000139   +0 23 00.1
 CK6261;UTM  17      - 3,595,633.591   564,962.426   MT  0.99965204   +0 22 17.5
 CK6261
 CK6261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6261!SPC SC       -   1.00000488  x   1.00000139  =   1.00000627
 CK6261!UTM  17      -   1.00000488  x   0.99965204  =   0.99965691
 CK6261
 CK6261                          SUPERSEDED SURVEY CONTROL
 CK6261
 CK6261  NAD 83(1986)-  32 29 45.84550(N)    080 18 30.60322(W) AD(       ) 3
 CK6261  NGVD 29 (03/31/93)    1.48   (m)            4.9    (f) LEVELING    3  
 CK6261
 CK6261.Superseded values are not recommended for survey control.
 CK6261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6261.See file dsdata.txt to determine how the superseded data were derived.
 CK6261
 CK6261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6496295634(NAD 83)
 CK6261_MARKER: P = PIPE CAP
 CK6261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK6261_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK6261_STAMPING: 2185 A 1992
 CK6261_MARK LOGO: SCCC  
 CK6261_PROJECTION: RECESSED 5 CENTIMETERS
 CK6261_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6261+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK6261
 CK6261  HISTORY     - Date     Condition        Report By
 CK6261  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6261  HISTORY     - 20040613 GOOD             SCGS
 CK6261  HISTORY     - 20050830 GOOD             SCGS
 CK6261
 CK6261                          STATION DESCRIPTION
 CK6261
 CK6261'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6261'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK6261'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6261'803-737-1350.
 CK6261'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6261'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6261'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6261'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6261'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6261'HIGHWAY 174 (PALMETTO BLVD) FOR 0.87 MILES (1.40 KM) TO THE JUNCTION
 CK6261'OF CUPID STREET, GO NORTHWEST ON CUPID STREET FOR 0.02 MILES
 CK6261'(0.03 KM) TO THE STATION ON LEFT.
 CK6261'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6261'PVC PIPE SURROUNDED BY CONCRETE 0.3 FEET (9.1 CM) BELOW THE GROUND,
 CK6261'285.3 FEET (87.0 M) NORTHWEST OF MONUMENT SCCC 2185 1988, 35.9 FEET
 CK6261'(10.9 M) NORTH NORTHEAST OF THE EAST CORNER OF A ONE STORY RESIDENCE
 CK6261'ON PILES, 30.8 FEET (9.4 M) EAST NORTHEAST OF THE NORTH CORNER OF THE
 CK6261'RESIDENCE, 16.5 FEET (5.0 M) SOUTHWEST OF THE CENTERLINE OF CUPID
 CK6261'STREET.
 CK6261
 CK6261                          STATION RECOVERY (2004)
 CK6261
 CK6261'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6261'RECOVERED IN GOOD CONDITION.
 CK6261
 CK6261                          STATION RECOVERY (2005)
 CK6261
 CK6261'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6261'STATION IS LOCATED 2.0 MI (3.22 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK6261'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6261'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6261'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK6261'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK6261'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK6261'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK6261'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK6261'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 0.95 MI (1.53 KM) TO THE
 CK6261'JUNCTION OF STATE ROAD 806 (CUPID STREET), TURN RIGHT ON ROAD 806 FOR
 CK6261'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT IN THE EAST ANGLE OF A
 CK6261'PAVED DRIVEWAY APRON FOR VINYL-SIDED HOUSE NUMBER 502. STATION IS A
 CK6261'PIPE CAP ATTACHED TO AN ALUMINUM PIPE IMBEDDED IN THE GROUND, RECESSED
 CK6261'0.2 FT (0.1 M) AND 1.0 FT (0.3 M) BELOW THE ROAD, 17.0 FT (5.2 M)
 CK6261'NORTHEAST OF THE CENTER OF THE ROAD, 11.3 FT (3.4 M) SOUTHEAST OF THE
 CK6261'SOUTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE APRON,
 CK6261'30.8 FT (9.4 M) EAST NORTHEAST OF THE NORTH CORNER PILING OF THE HOUSE
 CK6261'WITH AN ELECTRIC METER ATTACHED, 1.9 FT (0.6 M) EAST NORTHEAST OF A
 CK6261'WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5707 ***********************************************************************
 CK5707  DESIGNATION -  2190
 CK5707  PID         -  CK5707
 CK5707  STATE/COUNTY-  SC/COLLETON
 CK5707  USGS QUAD   -  EDISTO BEACH (1972)
 CK5707
 CK5707                         *CURRENT SURVEY CONTROL
 CK5707  ___________________________________________________________________
 CK5707* NAD 83(2001)-  32 29 49.88802(N)    080 18 20.93074(W)     ADJUSTED  
 CK5707* NAVD 88     -         2.337  (meters)       7.67   (feet)  ADJUSTED  
 CK5707  ___________________________________________________________________
 CK5707  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 CK5707  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 CK5707  DYNAMIC HT  -           2.335 (meters)       7.66  (feet)  COMP
 CK5707  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CK5707
 CK5707  HORZ ORDER  -  THIRD
 CK5707  VERT ORDER  -  THIRD
 CK5707
 CK5707.The horizontal coordinates were established by classical geodetic methods
 CK5707.and adjusted by the National Geodetic Survey in March 2004..
 CK5707
 CK5707.The orthometric height was determined by differential leveling
 CK5707.and adjusted by the National Geodetic Survey in April 1995..
 CK5707
 CK5707.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5707
 CK5707.The geoid height was determined by GEOID03.
 CK5707
 CK5707.The dynamic height is computed by dividing the NAVD 88
 CK5707.geopotential number by the normal gravity value computed on the
 CK5707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5707.degrees latitude (g = 980.6199 gals.).
 CK5707
 CK5707.The modeled gravity was interpolated from observed gravity values.
 CK5707
 CK5707;                    North         East     Units Scale Factor Converg.
 CK5707;SPC SC       -    73,844.419   674,838.944   MT  1.00000099   +0 23 05.5
 CK5707;SPC SC       -   242,271.72  2,214,038.53   iFT  1.00000099   +0 23 05.5
 CK5707;UTM  17      - 3,595,760.001   565,213.954   MT  0.99965244   +0 22 22.7
 CK5707
 CK5707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5707!SPC SC       -   1.00000470  x   1.00000099  =   1.00000569
 CK5707!UTM  17      -   1.00000470  x   0.99965244  =   0.99965714
 CK5707
 CK5707                          SUPERSEDED SURVEY CONTROL
 CK5707
 CK5707  NAD 83(1986)-  32 29 49.89764(N)    080 18 20.93373(W) AD(       ) 3
 CK5707  NGVD 29 (04/23/92)    2.629  (m)            8.63   (f) ADJUSTED    3 0
 CK5707
 CK5707.Superseded values are not recommended for survey control.
 CK5707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5707.See file dsdata.txt to determine how the superseded data were derived.
 CK5707
 CK5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6521495760(NAD 83)
 CK5707_MARKER: P = PIPE CAP
 CK5707_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5707_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5707_STAMPING: 2190 1988
 CK5707_MARK LOGO: SCCC  
 CK5707_PROJECTION: RECESSED 5 CENTIMETERS
 CK5707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5707+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5707
 CK5707  HISTORY     - Date     Condition        Report By
 CK5707  HISTORY     - 1988     MONUMENTED       SCCC
 CK5707  HISTORY     - 19920212 GOOD             SURTEC
 CK5707  HISTORY     - 20040613 GOOD             SCGS
 CK5707  HISTORY     - 20050830 GOOD             SCGS
 CK5707
 CK5707                          STATION DESCRIPTION
 CK5707
 CK5707'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5707'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE JUNCTION OF SR-174
 CK5707'AND PALMETTO BOULEVARD, GO WEST FOR 0.65 MILES ALONG PALMETTO
 CK5707'BOULEVARD TO THE STATION LOCATED ON THE RIGHT.  MARKER IS 57.0 FEET
 CK5707'NORTH NORTHEAST OF THE POWER POLE AND 30.2 FEET SOUTH SOUTHEAST OF
 CK5707'THE SOUTHWEST CORNER OF THE SUN PORCH ATTACHED TO HOUSE NUMBER
 CK5707'319.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5707'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 12-INCH PVC PIPE.
 CK5707'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5707
 CK5707                          STATION RECOVERY (1992)
 CK5707
 CK5707'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5707'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5707'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5707'803-737-1350.
 CK5707'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5707'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5707'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5707'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5707'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5707'HIGHWAY 174 (PALMETTO BLVD) FOR 0.70 MILES (1.13 KM) TO THE JUNCTION
 CK5707'OF MATILDA STREET NORTHWEST AND THE STATION ON RIGHT.
 CK5707'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5707'PVC PIPE SURROUNDED BY CONCRETE FLUSH WITH THE GROUND, 29.3 FEET
 CK5707'(8.9 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 174 (PALMETTO BLVD),
 CK5707'35.5 FEET (10.8 M) NORTHEAST OF THE CENTERLINE OF MATILDA STREET,
 CK5707'27.6 FEET (8.4 M) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF A ONE
 CK5707'STORY RESIDENCE ON PILES (319 PALMETTO BLVD).
 CK5707
 CK5707                          STATION RECOVERY (2004)
 CK5707
 CK5707'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5707'RECOVERED IN GOOD CONDITION.
 CK5707
 CK5707                          STATION RECOVERY (2005)
 CK5707
 CK5707'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5707'STATION IS LOCATED 2.1 MI (3.38 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK5707'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK5707'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5707'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK5707'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK5707'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK5707'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK5707'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK5707'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 0.8 MI (1.29 KM) TO THE
 CK5707'STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF A PAVED ROAD (MATILDA
 CK5707'STREET). STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE RECESSED
 CK5707'0.2 FT (0.1 M) AND 0.5 FT (0.2 M) ABOVE THE HIGHWAY, 29.2 FT (8.9 M)
 CK5707'NORTHWEST OF THE CENTER OF THE HIGHWAY, 34.1 FT (10.4 M) NORTHEAST OF
 CK5707'THE CENTER OF THE ROAD, 69.2 FT (21.1 M) SOUTHWEST OF A POWER POLE
 CK5707'NUMBER 124267 WITH TRANSFORMER, 1.8 FT (0.5 M) SOUTHEAST OF A WITNESS
 CK5707'POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5845 ***********************************************************************
 CK5845  DESIGNATION -  2193
 CK5845  PID         -  CK5845
 CK5845  STATE/COUNTY-  SC/COLLETON
 CK5845  USGS QUAD   -  EDISTO BEACH (1972)
 CK5845
 CK5845                         *CURRENT SURVEY CONTROL
 CK5845  ___________________________________________________________________
 CK5845* NAD 83(2001)-  32 29 54.47372(N)    080 18 12.94374(W)     ADJUSTED  
 CK5845* NAVD 88     -         2.858  (meters)       9.38   (feet)  ADJUSTED  
 CK5845  ___________________________________________________________________
 CK5845  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CK5845  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 CK5845  DYNAMIC HT  -           2.854 (meters)       9.36  (feet)  COMP
 CK5845  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CK5845
 CK5845  HORZ ORDER  -  THIRD
 CK5845  VERT ORDER  -  THIRD
 CK5845
 CK5845.The horizontal coordinates were established by classical geodetic methods
 CK5845.and adjusted by the National Geodetic Survey in March 2004..
 CK5845
 CK5845.The orthometric height was determined by differential leveling
 CK5845.and adjusted by the National Geodetic Survey in April 1995..
 CK5845
 CK5845.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5845
 CK5845.The geoid height was determined by GEOID03.
 CK5845
 CK5845.The dynamic height is computed by dividing the NAVD 88
 CK5845.geopotential number by the normal gravity value computed on the
 CK5845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5845.degrees latitude (g = 980.6199 gals.).
 CK5845
 CK5845.The modeled gravity was interpolated from observed gravity values.
 CK5845
 CK5845;                    North         East     Units Scale Factor Converg.
 CK5845;SPC SC       -    73,987.078   675,046.492   MT  1.00000054   +0 23 09.9
 CK5845;SPC SC       -   242,739.76  2,214,719.46   iFT  1.00000054   +0 23 09.9
 CK5845;UTM  17      - 3,595,902.567   565,421.460   MT  0.99965278   +0 22 27.0
 CK5845
 CK5845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5845!SPC SC       -   1.00000462  x   1.00000054  =   1.00000516
 CK5845!UTM  17      -   1.00000462  x   0.99965278  =   0.99965740
 CK5845
 CK5845                          SUPERSEDED SURVEY CONTROL
 CK5845
 CK5845  NAD 83(1986)-  32 29 54.48356(N)    080 18 12.94698(W) AD(       ) 3
 CK5845  NGVD 29 (04/23/92)    3.149  (m)           10.33   (f) ADJUSTED    3 0
 CK5845
 CK5845.Superseded values are not recommended for survey control.
 CK5845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5845.See file dsdata.txt to determine how the superseded data were derived.
 CK5845
 CK5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6542195903(NAD 83)
 CK5845_MARKER: P = PIPE CAP
 CK5845_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5845_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5845_STAMPING: 2193 1988
 CK5845_MARK LOGO: SCCC  
 CK5845_PROJECTION: FLUSH
 CK5845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5845+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5845_ROD/PIPE-DEPTH: 0.9  meters
 CK5845
 CK5845  HISTORY     - Date     Condition        Report By
 CK5845  HISTORY     - 1988     MONUMENTED       SCCC
 CK5845  HISTORY     - 19920212 GOOD             SURTEC
 CK5845  HISTORY     - 20040613 GOOD             SCGS
 CK5845  HISTORY     - 20050830 GOOD             SCGS
 CK5845
 CK5845                          STATION DESCRIPTION
 CK5845
 CK5845'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5845'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5845'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5845'PALMETTO BOULEVARD, GO WEST ALONG PALMETTO BOULEVARD FOR 0.4 MILES TO
 CK5845'THE JUNCTION OF WHALEY STREET AND THE STATION LOCATED ON THE LEFT,
 CK5845'35.3 FEET WEST NORTHWEST OF HOUSE NUMBER 220 AND 8.5 FEET SOUTH
 CK5845'SOUTHEAST OF THE EDGE OF THE ROAD.
 CK5845'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5845'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5845'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5845
 CK5845                          STATION RECOVERY (1992)
 CK5845
 CK5845'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5845'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5845'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5845'803-737-1350.
 CK5845'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5845'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5845'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5845'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5845'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5845'HIGHWAY 174 (PALMETTO BLVD) FOR 0.60 MILES (0.97 KM) TO THE JUNCTION
 CK5845'OF WHALEY STREET NORTHWEST AND THE STATION ON LEFT LOCATED IN A
 CK5845'PUBLIC BEACH ACCESS.
 CK5845'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5845'PVC PIPE SURROUNDED BY CONCRETE PROJECTING 0.2 FEET (6.1 CM) ABOVE
 CK5845'THE GROUND, 36.5 FEET (11.1 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 CK5845'174 (PALMETTO BLVD), 23.9 FEET (7.3 M) WEST SOUTHWEST OF THE SOUTH
 CK5845'CORNER OF A ONE STORY RESIDENCE (220 PALMETTO BLVD), 2.9 FEET
 CK5845'(0.9 M) SOUTH SOUTHEAST OF A FIRE HYDRANT.
 CK5845
 CK5845                          STATION RECOVERY (2004)
 CK5845
 CK5845'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5845'WITNESS POST NEARBY.
 CK5845
 CK5845                          STATION RECOVERY (2005)
 CK5845
 CK5845'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5845'STATION IS LOCATED 2.3 MI (3.7 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK5845'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK5845'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5845'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK5845'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK5845'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK5845'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK5845'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK5845'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 0.6 MI (0.97 KM) TO THE
 CK5845'STATION ON THE LEFT NEAR A FIRE HYDRANT AT THE EXTENDED CENTER OF
 CK5845'STATE ROAD 864 (WHALEY STREET). STATION IS A PIPE CAP ATTACHED TO AN
 CK5845'ALUMINUM PIPE FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) ABOVE THE
 CK5845'HIGHWAY, 36.3 FT (11.1 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 CK5845'HIGHWAY, 3.0 FT (0.9 M) EAST SOUTHEAST OF THE FIRE HYDRANT, 24.3 FT
 CK5845'(7.4 M) WEST SOUTHWEST OF THE WEST CORNER PILING OF A WOOD HOUSE
 CK5845'NUMBER 220, 6.0 FT (68.9 M) EAST NORTHEAST OF THE EXTENDED CENTER OF
 CK5845'ROAD 864, 10.0 FT (266.4 M) SOUTHWEST OF A WOOD POST PROJECTING
 CK5845'3.0-FOOT WITH A SCGS REFERENCE WASHER ATTACHED, 2.0 FT (0.6 M) NORTH
 CK5845'NORTHWEST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6262 ***********************************************************************
 CK6262  DESIGNATION -  2193 A
 CK6262  PID         -  CK6262
 CK6262  STATE/COUNTY-  SC/COLLETON
 CK6262  USGS QUAD   -  EDISTO BEACH (1972)
 CK6262
 CK6262                         *CURRENT SURVEY CONTROL
 CK6262  ___________________________________________________________________
 CK6262* NAD 83(2001)-  32 29 57.91262(N)    080 18 16.07357(W)     ADJUSTED  
 CK6262* NAVD 88     -         0.84   (+/-2cm)       2.8    (feet)  VERTCON   
 CK6262  ___________________________________________________________________
 CK6262  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CK6262  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 CK6262
 CK6262  HORZ ORDER  -  THIRD
 CK6262  VERT ORDER  -  THIRD ? (See Below)
 CK6262
 CK6262.The horizontal coordinates were established by classical geodetic methods
 CK6262.and adjusted by the National Geodetic Survey in March 2004..
 CK6262.No horizontal observational check was made to the station.
 CK6262
 CK6262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6262.The vertical order pertains to the NGVD 29 superseded value.
 CK6262
 CK6262.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6262
 CK6262.The geoid height was determined by GEOID03.
 CK6262
 CK6262;                    North         East     Units Scale Factor Converg.
 CK6262;SPC SC       -    74,092.458   674,964.076   MT  1.00000020   +0 23 08.2
 CK6262;SPC SC       -   243,085.49  2,214,449.07   iFT  1.00000020   +0 23 08.2
 CK6262;UTM  17      - 3,596,007.928   565,339.094   MT  0.99965264   +0 22 25.4
 CK6262
 CK6262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6262!SPC SC       -   1.00000493  x   1.00000020  =   1.00000513
 CK6262!UTM  17      -   1.00000493  x   0.99965264  =   0.99965757
 CK6262
 CK6262                          SUPERSEDED SURVEY CONTROL
 CK6262
 CK6262  NAD 83(1986)-  32 29 57.92237(N)    080 18 16.07696(W) AD(       ) 3
 CK6262  NGVD 29 (03/31/93)    1.13   (m)            3.7    (f) LEVELING    3  
 CK6262
 CK6262.Superseded values are not recommended for survey control.
 CK6262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6262.See file dsdata.txt to determine how the superseded data were derived.
 CK6262
 CK6262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6533996008(NAD 83)
 CK6262_MARKER: P = PIPE CAP
 CK6262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK6262_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK6262_STAMPING: 2193 A 1992
 CK6262_MARK LOGO: SCCC  
 CK6262_PROJECTION: RECESSED 13 CENTIMETERS
 CK6262_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6262+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK6262
 CK6262  HISTORY     - Date     Condition        Report By
 CK6262  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6262  HISTORY     - 20040613 GOOD             SCGS
 CK6262  HISTORY     - 20050830 GOOD             SCGS
 CK6262
 CK6262                          STATION DESCRIPTION
 CK6262
 CK6262'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6262'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK6262'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6262'803-737-1350.
 CK6262'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6262'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6262'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6262'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6262'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6262'HIGHWAY 174 (PALMETTO BLVD) FOR 0.60 MILES (0.97 KM) TO THE JUNCTION
 CK6262'OF WHALEY STREET (S-15-864), GO NORTHWEST ON WHALEY STREET FOR 0.07
 CK6262'MILES (0.11 KM) TO THE STATION ON RIGHT.
 CK6262'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6262'PVC PIPE SURROUNDED BY CONCRETE 0.1 FEET (3.0 CM) BELOW THE GROUND,
 CK6262'438.9 FEET (133.8 M) NORTH NORTHWEST OF MONUMENT SCCC 2193 1988, 21.8
 CK6262'FEET (6.6 M) NORTHEAST OF THE CENTERLINE OF WHALEY STREET, 10.9 FEET
 CK6262'(3.3 M) NORTHWEST OF THE WEST CORNER OF A CONCRETE CATCH BASIN COVER.
 CK6262
 CK6262                          STATION RECOVERY (2004)
 CK6262
 CK6262'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6262'WITNESS POST NEARBY.
 CK6262
 CK6262                          STATION RECOVERY (2005)
 CK6262
 CK6262'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6262'STATION IS LOCATED 2.3 MI (3.7 KM) NORTHEAST OF EDISTO BEACH, 35.0 MI
 CK6262'(56.33 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6262'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6262'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK6262'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK6262'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK6262'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK6262'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK6262'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 0.6 MI (0.97 KM) TO THE
 CK6262'JUNCTION OF STATE ROAD 864 (WHALEY STREET), TURN RIGHT ON ROAD 864 FOR
 CK6262'0.7 MI (1.13 KM) TO THE STATION ON THE RIGHT. STATION IS A PIPE CAP
 CK6262'ATTACHED TO AN ALUMINUM PIPE IMBEDDED IN THE GROUND, RECESSED 0.4 FT
 CK6262'(0.1 M) AND 0.5 FT (0.2 M) BELOW THE ROAD, 21.7 FT (6.6 M) EAST
 CK6262'NORTHEAST OF THE CENTER OF THE ROAD, 13.1 FT (4.0 M) NORTH NORTHWEST
 CK6262'OF THE CENTER OF A METAL MANHOLE COVER IN A CONCRETE STORM DRAIN, 50.0
 CK6262'FT (15.2 M) NORTHEAST OF A POWER POLE NUMBER 419671/DP1/04, 35.8 FT
 CK6262'(127926.9 M) EAST NORTHEAST OF THE CENTER OF A MANHOLE COVER, 0.5 FT
 CK6262'(0.2 M) WEST SOUTHWEST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5708 ***********************************************************************
 CK5708  DESIGNATION -  2195
 CK5708  PID         -  CK5708
 CK5708  STATE/COUNTY-  SC/COLLETON
 CK5708  USGS QUAD   -  EDISTO ISLAND (1972)
 CK5708
 CK5708                         *CURRENT SURVEY CONTROL
 CK5708  ___________________________________________________________________
 CK5708* NAD 83(2001)-  32 30 00.74186(N)    080 18 03.40235(W)     ADJUSTED  
 CK5708* NAVD 88     -         2.988  (meters)       9.80   (feet)  ADJUSTED  
 CK5708  ___________________________________________________________________
 CK5708  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CK5708  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CK5708  DYNAMIC HT  -           2.985 (meters)       9.79  (feet)  COMP
 CK5708  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CK5708
 CK5708  HORZ ORDER  -  THIRD
 CK5708  VERT ORDER  -  THIRD
 CK5708
 CK5708.The horizontal coordinates were established by classical geodetic methods
 CK5708.and adjusted by the National Geodetic Survey in March 2004..
 CK5708
 CK5708.The orthometric height was determined by differential leveling
 CK5708.and adjusted by the National Geodetic Survey in April 1995..
 CK5708
 CK5708.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5708
 CK5708.The geoid height was determined by GEOID03.
 CK5708
 CK5708.The dynamic height is computed by dividing the NAVD 88
 CK5708.geopotential number by the normal gravity value computed on the
 CK5708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5708.degrees latitude (g = 980.6199 gals.).
 CK5708
 CK5708.The modeled gravity was interpolated from observed gravity values.
 CK5708
 CK5708;                    North         East     Units Scale Factor Converg.
 CK5708;SPC SC       -    74,181.841   675,294.259   MT  0.99999993   +0 23 15.2
 CK5708;SPC SC       -   243,378.74  2,215,532.35   iFT  0.99999993   +0 23 15.2
 CK5708;UTM  17      - 3,596,097.211   565,669.181   MT  0.99965318   +0 22 32.2
 CK5708
 CK5708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5708!SPC SC       -   1.00000460  x   0.99999993  =   1.00000453
 CK5708!UTM  17      -   1.00000460  x   0.99965318  =   0.99965778
 CK5708
 CK5708                          SUPERSEDED SURVEY CONTROL
 CK5708
 CK5708  NAD 83(1986)-  32 30 00.75194(N)    080 18 03.40577(W) AD(       ) 3
 CK5708  NGVD 29 (04/23/92)    3.280  (m)           10.76   (f) ADJUSTED    3 0
 CK5708
 CK5708.Superseded values are not recommended for survey control.
 CK5708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5708.See file dsdata.txt to determine how the superseded data were derived.
 CK5708
 CK5708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6566996097(NAD 83)
 CK5708_MARKER: P = PIPE CAP
 CK5708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5708_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5708_STAMPING: 2195 1988
 CK5708_MARK LOGO: SCCC  
 CK5708_PROJECTION: PROJECTING 5 CENTIMETERS
 CK5708_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5708+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK5708
 CK5708  HISTORY     - Date     Condition        Report By
 CK5708  HISTORY     - 1988     MONUMENTED       SCCC
 CK5708  HISTORY     - 19920210 GOOD             SURTEC
 CK5708  HISTORY     - 20040613 GOOD             SCGS
 CK5708  HISTORY     - 20050830 GOOD             SCGS
 CK5708
 CK5708                          STATION DESCRIPTION
 CK5708
 CK5708'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5708'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE JUNCTION OF SR-174
 CK5708'AND PALMETTO BOULEVARD, GO WEST FOR 0.3 MILES ALONG PALMETTO
 CK5708'BOULEVARD TO THE STATION LOCATED ON THE LEFT AT THE CORNER OF THE
 CK5708'HOUSE.  MARKER IS 26.0 FEET NORTH NORTHWEST OF THE WEST CORNER OF THE
 CK5708'HOUSE (THE BURCH BATEAU) AND 26.1 FEET WEST NORTHWEST OF THE
 CK5708'NORTHWEST CORNER OF THE HOUSE (THE BURCH BATEAU).  MARK IS PROJECTING
 CK5708'0.2 FEET ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS
 CK5708'CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH
 CK5708'PVC PIPE SURROUNDED BY CONCRETE.
 CK5708
 CK5708                          STATION RECOVERY (1992)
 CK5708
 CK5708'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5708'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5708'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5708'803-737-1350.
 CK5708'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5708'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5708'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5708'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5708'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5708'HIGHWAY 174 (PALMETTO BLVD) FOR 0.40 MILES (0.64 KM) TO THE STATION
 CK5708'ON LEFT LOCATED IN A PUBLIC BEACH ACCESS.
 CK5708'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5708'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK5708'46.3 FEET (14.1 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 174
 CK5708'(PALMETTO BLVD), 27.3 FEET (8.3 M) NORTH NORTHEAST OF THE NORTH
 CK5708'CORNER OF A TWO STORY RESIDENCE ON PILES (144 PALMETTO BLVD), 24.9
 CK5708'FEET (7.6 M) WEST SOUTHWEST OF THE EAST CORNER OF A ONE STORY
 CK5708'RESIDENCE ON PILES (142 PALMETTO BLVD).
 CK5708
 CK5708                          STATION RECOVERY (2004)
 CK5708
 CK5708'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5708'RECOVERED IN GOOD CONDITION.
 CK5708
 CK5708                          STATION RECOVERY (2005)
 CK5708
 CK5708'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5708'STATION IS LOCATED 2.5 MI (4.02 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK5708'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK5708'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5708'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK5708'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK5708'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK5708'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK5708'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK5708'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 0.4 MI (0.64 KM) TO THE
 CK5708'STATION ON THE LEFT BETWEEN HOUSES 142 AND 144. STATION IS A PIPE CAP
 CK5708'ATTACHED TO AN ALUMINUM PIPE PROJECTING 0.2 FT (0.1 M) AND 1.5 FT (0.5
 CK5708'M) ABOVE THE HIGHWAY, 46.2 FT (14.1 M) SOUTH SOUTHEAST OF THE CENTER
 CK5708'OF THE HIGHWAY, 25.0 FT (7.6 M) EAST NORTHEAST OF THE NORTHEAST EDGE
 CK5708'OF THE EAST CONCRETE DRIVEWAY FOR HOUSE NUMBER 144, 20.9 FT (50.3 M)
 CK5708'WEST SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE DRIVEWAY FOR HOUSE
 CK5708'NUMBER 142, 7.4 FT (45.5 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF A
 CK5708'METAL WATER METER COVER, 84.9 FT (25.9 M) SOUTH SOUTHEAST OF SURVEY
 CK5708'STATION 2195 A. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6263 ***********************************************************************
 CK6263  DESIGNATION -  2195 A
 CK6263  PID         -  CK6263
 CK6263  STATE/COUNTY-  SC/COLLETON
 CK6263  USGS QUAD   -  EDISTO ISLAND (1972)
 CK6263
 CK6263                         *CURRENT SURVEY CONTROL
 CK6263  ___________________________________________________________________
 CK6263* NAD 83(2001)-  32 30 01.39450(N)    080 18 04.02926(W)     ADJUSTED  
 CK6263* NAVD 88     -         2.42   (+/-2cm)       7.9    (feet)  VERTCON   
 CK6263  ___________________________________________________________________
 CK6263  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CK6263  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CK6263
 CK6263  HORZ ORDER  -  THIRD
 CK6263  VERT ORDER  -  THIRD ? (See Below)
 CK6263
 CK6263.The horizontal coordinates were established by classical geodetic methods
 CK6263.and adjusted by the National Geodetic Survey in March 2004..
 CK6263.No horizontal observational check was made to the station.
 CK6263
 CK6263.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6263.The vertical order pertains to the NGVD 29 superseded value.
 CK6263
 CK6263.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6263
 CK6263.The geoid height was determined by GEOID03.
 CK6263
 CK6263;                    North         East     Units Scale Factor Converg.
 CK6263;SPC SC       -    74,201.834   675,277.759   MT  0.99999986   +0 23 14.9
 CK6263;SPC SC       -   243,444.34  2,215,478.21   iFT  0.99999986   +0 23 14.9
 CK6263;UTM  17      - 3,596,117.201   565,652.690   MT  0.99965315   +0 22 31.9
 CK6263
 CK6263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6263!SPC SC       -   1.00000469  x   0.99999986  =   1.00000455
 CK6263!UTM  17      -   1.00000469  x   0.99965315  =   0.99965784
 CK6263
 CK6263                          SUPERSEDED SURVEY CONTROL
 CK6263
 CK6263  NAD 83(1986)-  32 30 01.40459(N)    080 18 04.03269(W) AD(       ) 3
 CK6263  NGVD 29 (03/31/93)    2.71   (m)            8.9    (f) LEVELING    3  
 CK6263
 CK6263.Superseded values are not recommended for survey control.
 CK6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6263.See file dsdata.txt to determine how the superseded data were derived.
 CK6263
 CK6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6565396117(NAD 83)
 CK6263_MARKER: P = PIPE CAP
 CK6263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK6263_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK6263_STAMPING: 2195 A 1992
 CK6263_MARK LOGO: SCCC  
 CK6263_PROJECTION: FLUSH
 CK6263_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6263+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CK6263
 CK6263  HISTORY     - Date     Condition        Report By
 CK6263  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6263  HISTORY     - 20040613 GOOD             SCGS
 CK6263  HISTORY     - 20050830 GOOD             SCGS
 CK6263
 CK6263                          STATION DESCRIPTION
 CK6263
 CK6263'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6263'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK6263'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6263'803-737-1350.
 CK6263'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6263'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6263'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6263'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6263'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK6263'HIGHWAY 174 (PALMETTO BLVD) FOR 0.40 MILES (0.64 KM) TO THE STATION
 CK6263'ON RIGHT.
 CK6263'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6263'PVC PIPE SURROUNDED BY CONCRETE 0.3 FEET (9.1 CM) BELOW THE GROUND,
 CK6263'85.0 FEET (25.9 M) NORTHWEST OF MONUMENT SCCC 2195 1988, 35.8 FEET
 CK6263'(10.9 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF A ONE STORY RESIDENCE
 CK6263'ON PILES (143 PALMETTO BLVD), 8.3 FEET (2.5 M) NORTHEAST OF A 12-INCH
 CK6263'PALMETTO TREE.
 CK6263
 CK6263                          STATION RECOVERY (2004)
 CK6263
 CK6263'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK6263'RECOVERED IN GOOD CONDITION.
 CK6263
 CK6263                          STATION RECOVERY (2005)
 CK6263
 CK6263'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK6263'STATION IS LOCATED 2.5 MI (4.02 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK6263'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6263'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK6263'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK6263'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK6263'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK6263'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK6263'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK6263'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 0.4 MI (0.64 KM) TO THE
 CK6263'STATION ON THE RIGHT NEAR A POWER POLE IN THE WEST ANGLE OF THE WEST
 CK6263'CONCRETE DRIVEWAY FOR WOOD HOUSE NUMBER 143. STATION IS A PIPE CAP
 CK6263'ATTACHED TO AN ALUMINUM PIPE FLUSH WITH THE GROUND AND 0.5 FT (0.2 M)
 CK6263'ABOVE THE HIGHWAY, 84.9 FT (25.9 M) NORTH NORTHWEST OF SURVEY STATION
 CK6263'2195, 38.8 FT (680.9 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 CK6263'9.1 FT (2.8 M) NORTH OF THE POWER POLE NUMBER 310620 WITH TRANSFORMER,
 CK6263'2.5 FT (0.8 M) NORTH NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK,
 CK6263'71.6 FT (21.8 M) WEST SOUTHWEST OF A POWER POLE NUMBER 321666, 70.4 FT
 CK6263'(98065.5 M) WEST SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 143, 1.9
 CK6263'FT (44.2 M) SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED BY R.P.
 CK6263'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5846 ***********************************************************************
 CK5846  DESIGNATION -  2198
 CK5846  PID         -  CK5846
 CK5846  STATE/COUNTY-  SC/COLLETON
 CK5846  USGS QUAD   -  EDISTO ISLAND (1972)
 CK5846
 CK5846                         *CURRENT SURVEY CONTROL
 CK5846  ___________________________________________________________________
 CK5846* NAD 83(2001)-  32 30 07.59193(N)    080 17 54.62819(W)     ADJUSTED  
 CK5846* NAVD 88     -         1.897  (meters)       6.22   (feet)  ADJUSTED  
 CK5846  ___________________________________________________________________
 CK5846  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 CK5846  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CK5846  DYNAMIC HT  -           1.895 (meters)       6.22  (feet)  COMP
 CK5846  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 CK5846
 CK5846  HORZ ORDER  -  THIRD
 CK5846  VERT ORDER  -  THIRD
 CK5846
 CK5846.The horizontal coordinates were established by classical geodetic methods
 CK5846.and adjusted by the National Geodetic Survey in March 2004..
 CK5846
 CK5846.The orthometric height was determined by differential leveling
 CK5846.and adjusted by the National Geodetic Survey in April 1995..
 CK5846
 CK5846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5846
 CK5846.The geoid height was determined by GEOID03.
 CK5846
 CK5846.The dynamic height is computed by dividing the NAVD 88
 CK5846.geopotential number by the normal gravity value computed on the
 CK5846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5846.degrees latitude (g = 980.6199 gals.).
 CK5846
 CK5846.The modeled gravity was interpolated from observed gravity values.
 CK5846
 CK5846;                    North         East     Units Scale Factor Converg.
 CK5846;SPC SC       -    74,394.400   675,521.868   MT  0.99999926   +0 23 20.1
 CK5846;SPC SC       -   244,076.12  2,216,279.09   iFT  0.99999926   +0 23 20.1
 CK5846;UTM  17      - 3,596,309.649   565,896.755   MT  0.99965355   +0 22 37.0
 CK5846
 CK5846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5846!SPC SC       -   1.00000477  x   0.99999926  =   1.00000403
 CK5846!UTM  17      -   1.00000477  x   0.99965355  =   0.99965832
 CK5846
 CK5846                          SUPERSEDED SURVEY CONTROL
 CK5846
 CK5846  NAD 83(1986)-  32 30 07.60194(N)    080 17 54.63166(W) AD(       ) 3
 CK5846  NGVD 29 (04/23/92)    2.189  (m)            7.18   (f) ADJUSTED    3 0
 CK5846
 CK5846.Superseded values are not recommended for survey control.
 CK5846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5846.See file dsdata.txt to determine how the superseded data were derived.
 CK5846
 CK5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6589796310(NAD 83)
 CK5846_MARKER: P = PIPE CAP
 CK5846_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5846_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5846_STAMPING: 2198 1988
 CK5846_MARK LOGO: SCCC  
 CK5846_PROJECTION: FLUSH
 CK5846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5846+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 CK5846_ROD/PIPE-DEPTH: 0.9  meters
 CK5846
 CK5846  HISTORY     - Date     Condition        Report By
 CK5846  HISTORY     - 1988     MONUMENTED       SCCC
 CK5846  HISTORY     - 19920210 GOOD             SURTEC
 CK5846  HISTORY     - 20040613 GOOD             SCGS
 CK5846  HISTORY     - 20050829 GOOD             SCGS
 CK5846
 CK5846                          STATION DESCRIPTION
 CK5846
 CK5846'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5846'THE STATION IS LOCATED ON EDISTO BEACH.
 CK5846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 174 AND
 CK5846'PALMETTO BOULEVARD, GO WEST ALONG PALMETTO BOULEVARD FOR 0.15 MILE TO
 CK5846'THE STATION LOCATED ON THE RIGHT, 53.3 FEET SOUTH SOUTHWEST OF POWER
 CK5846'POLE NUMBER 133984 AND 11.0 FEET SOUTHEAST OF POWER POLE NUMBER
 CK5846'268407.
 CK5846'STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE, WHICH
 CK5846'IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 CK5846'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
 CK5846
 CK5846                          STATION RECOVERY (1992)
 CK5846
 CK5846'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5846'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5846'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5846'803-737-1350.
 CK5846'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5846'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5846'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5846'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5846'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK, GO SOUTHWEST ON
 CK5846'HIGHWAY 174 (PALMETTO BLVD) FOR 0.20 MILES (0.32 KM) TO THE STATION
 CK5846'ON RIGHT.
 CK5846'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5846'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK5846'31.0 FEET (9.4 M) NORTH NORTHWEST OF THE CENTERLINE OF HIGHWAY 174
 CK5846'(PALMETTO BLVD), 23.1 FEET (7.0 M) SOUTH OF THE SOUTH CORNER OF A ONE
 CK5846'STORY RESIDENCE ON PILES (117 PALMETTO BLVD), 3.4 FEET (1.0 M) SOUTH
 CK5846'SOUTHEAST OF THE CENTERLINE OF A CONCRETE SIDEWALK.
 CK5846
 CK5846                          STATION RECOVERY (2004)
 CK5846
 CK5846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5846'RECOVERED IN GOOD CONDITION.
 CK5846
 CK5846                          STATION RECOVERY (2005)
 CK5846
 CK5846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5846'STATION IS LOCATED 2.7 MI (4.35 KM) NORTHEAST OF EDISTO BEACH, 35.1 MI
 CK5846'(56.49 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK5846'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK5846'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK5846'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK5846'OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 12.5
 CK5846'MI (20.12 KM) TO THE JUNCTION OF STATE ROAD 683 (JUNGLE ROAD) ON
 CK5846'EDISTO ISLAND, CONTINUE ON HIGHWAY 174 FOR 0.25 MI (0.4 KM) TO THE
 CK5846'STATION ON THE RIGHT NEAR THE BOTTOM CONCRETE STEP FOR A HOUSE.
 CK5846'STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE FLUSH WITH THE
 CK5846'GROUND AND 0.5 FT (0.2 M) ABOVE THE HIGHWAY, 30.8 FT (9.4 M) NORTH
 CK5846'NORTHWEST OF THE CENTER OF THE HIGHWAY, 29.9 FT (9.1 M) EAST NORTHEAST
 CK5846'OF A TELEPHONE JUNCTION BOX NUMBER 117, 49.8 FT (50.8 M) WEST
 CK5846'SOUTHWEST OF A POWER POLE NUMBER 133984 WITH TRANSFORMER AND SECURITY
 CK5846'LIGHT, 7.6 FT (2.3 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE
 CK5846'BOTTOM CONCRETE STEP FOR THE HOUSE, 0.5 FT (0.2 M) SOUTH SOUTHEAST OF
 CK5846'A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6727 ***********************************************************************
 AI6727  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6727  DESIGNATION -  219A
 AI6727  PID         -  AI6727
 AI6727  STATE/COUNTY-  SC/NEWBERRY
 AI6727  USGS QUAD   -  NEWBERRY EAST (1968)
 AI6727
 AI6727                         *CURRENT SURVEY CONTROL
 AI6727  ___________________________________________________________________
 AI6727* NAD 83(2001)-  34 16 31.94949(N)    081 35 30.86154(W)     ADJUSTED  
 AI6727* NAVD 88     -       169.17   (meters)     555.0    (feet)  GPS OBS   
 AI6727  ___________________________________________________________________
 AI6727  X           -     771,503.668 (meters)                     COMP
 AI6727  Y           -  -5,219,510.331 (meters)                     COMP
 AI6727  Z           -   3,571,822.609 (meters)                     COMP
 AI6727  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AI6727  ELLIP HEIGHT-         138.85  (meters)          (03/13/03) GPS OBS
 AI6727  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AI6727
 AI6727  HORZ ORDER  -  FIRST
 AI6727  ELLP ORDER  -  FOURTH    CLASS II
 AI6727
 AI6727.The horizontal coordinates were established by GPS observations
 AI6727.and adjusted by the National Geodetic Survey in March 2003..
 AI6727
 AI6727.The orthometric height was determined by GPS observations and a
 AI6727.high-resolution geoid model using precise GPS observation and
 AI6727.processing techniques.
 AI6727
 AI6727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6727
 AI6727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6727
 AI6727.The ellipsoidal height was determined by GPS observations
 AI6727.and is referenced to NAD 83.
 AI6727
 AI6727.The geoid height was determined by GEOID03.
 AI6727
 AI6727;                    North         East     Units Scale Factor Converg.
 AI6727;SPC SC       -   270,990.233   555,102.589   MT  0.99984949   -0 19 41.3
 AI6727;SPC SC       -   889,075.57  1,821,202.72   iFT  0.99984949   -0 19 41.3
 AI6727;UTM  17      - 3,792,866.660   445,515.532   MT  0.99963659   -0 20 00.1
 AI6727
 AI6727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6727!SPC SC       -   0.99997820  x   0.99984949  =   0.99982770
 AI6727!UTM  17      -   0.99997820  x   0.99963659  =   0.99961480
 AI6727
 AI6727                          SUPERSEDED SURVEY CONTROL
 AI6727
 AI6727  NAD 83(1995)-  34 16 31.94957(N)    081 35 30.86167(W) AD(       ) 1
 AI6727  ELLIP H (08/25/00)  138.85   (m)                       GP(       ) 4 1
 AI6727  NAD 83(1986)-  34 16 31.96207(N)    081 35 30.86181(W) AD(       ) 1
 AI6727
 AI6727.Superseded values are not recommended for survey control.
 AI6727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6727.See file dsdata.txt to determine how the superseded data were derived.
 AI6727
 AI6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT4551692867(NAD 83)
 AI6727_MARKER: DD = SURVEY DISK
 AI6727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6727_STAMPING: 219A 1998
 AI6727_MARK LOGO: SCDOT 
 AI6727_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI6727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6727+STABILITY: SURFACE MOTION
 AI6727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6727+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI6727
 AI6727  HISTORY     - Date     Condition        Report By
 AI6727  HISTORY     - 1998     MONUMENTED       SCDOT
 AI6727  HISTORY     - 19990112 GOOD             SCGS
 AI6727
 AI6727                          STATION DESCRIPTION
 AI6727
 AI6727'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AI6727'STATION IS LOCATED IN NEWBERRY.  OWNERSHIP--SCDOT, DIRECTOR OF
 AI6727'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI6727'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AI6727'219 (MAIN STREET) AND STATE HIGHWAY 34 AND U.S.  HIGHWAY 76 (WILSON
 AI6727'ROAD) IN NEWBERRY, GO SOUTH SOUTHEAST ON HIGHWAYS 76 AND 34 FOR 0.45
 AI6727'MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 648 (SERVICE DRIVE) ,
 AI6727'CONTINUE ON HIGHWAYS 76 AND 34 FOR 0.1 MILE (0.2 KM) TO THE STATION ON
 AI6727'THE LEFT IN THE NORTH ANGLE OF THE SHIPPING ENTRANCE FOR THE ELETT
 AI6727'BROTHERS WAREHOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AI6727'AND LEVEL WITH THE HIGHWAY, 57.1 FEET (17.4 M) NORTH NORTHWEST OF A
 AI6727'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 52.2 FEET (15.9 M)
 AI6727'NORTH NORTHWEST OF A FIRE HYDRANT, 22.0 FEET (6.7 M) EAST NORTHEAST OF
 AI6727'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 3.6 FEET (1.1 M)
 AI6727'EAST NORTHEAST OF THE EAST EDGE OF THE SIDEWALK, 46.4 FEET (14.1 M)
 AI6727'NORTHWEST OF A MANHOLE COVER, 3.0 FEET (0.9 M) WEST NORTHWEST OF A
 AI6727'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 219B.
 AI6727'RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6728 ***********************************************************************
 AI6728  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6728  DESIGNATION -  219B
 AI6728  PID         -  AI6728
 AI6728  STATE/COUNTY-  SC/NEWBERRY
 AI6728  USGS QUAD   -  NEWBERRY EAST (1968)
 AI6728
 AI6728                         *CURRENT SURVEY CONTROL
 AI6728  ___________________________________________________________________
 AI6728* NAD 83(2001)-  34 16 50.64958(N)    081 35 42.05480(W)     ADJUSTED  
 AI6728* NAVD 88     -       167.42   (meters)     549.3    (feet)  GPS OBS   
 AI6728  ___________________________________________________________________
 AI6728  X           -     771,172.774 (meters)                     COMP
 AI6728  Y           -  -5,219,229.703 (meters)                     COMP
 AI6728  Z           -   3,572,297.758 (meters)                     COMP
 AI6728  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AI6728  ELLIP HEIGHT-         137.09  (meters)          (03/13/03) GPS OBS
 AI6728  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AI6728
 AI6728  HORZ ORDER  -  FIRST
 AI6728  ELLP ORDER  -  FOURTH    CLASS II
 AI6728
 AI6728.The horizontal coordinates were established by GPS observations
 AI6728.and adjusted by the National Geodetic Survey in March 2003..
 AI6728
 AI6728.The orthometric height was determined by GPS observations and a
 AI6728.high-resolution geoid model using precise GPS observation and
 AI6728.processing techniques.
 AI6728
 AI6728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6728
 AI6728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6728
 AI6728.The ellipsoidal height was determined by GPS observations
 AI6728.and is referenced to NAD 83.
 AI6728
 AI6728.The geoid height was determined by GEOID03.
 AI6728
 AI6728;                    North         East     Units Scale Factor Converg.
 AI6728;SPC SC       -   271,567.990   554,819.638   MT  0.99985045   -0 19 47.6
 AI6728;SPC SC       -   890,971.10  1,820,274.40   iFT  0.99985045   -0 19 47.6
 AI6728;UTM  17      - 3,793,444.319   445,232.695   MT  0.99963697   -0 20 06.5
 AI6728
 AI6728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6728!SPC SC       -   0.99997848  x   0.99985045  =   0.99982893
 AI6728!UTM  17      -   0.99997848  x   0.99963697  =   0.99961546
 AI6728
 AI6728                          SUPERSEDED SURVEY CONTROL
 AI6728
 AI6728  NAD 83(1995)-  34 16 50.64966(N)    081 35 42.05492(W) AD(       ) 1
 AI6728  ELLIP H (08/25/00)  137.10   (m)                       GP(       ) 4 1
 AI6728  NAD 83(1986)-  34 16 50.66218(N)    081 35 42.05511(W) AD(       ) 1
 AI6728
 AI6728.Superseded values are not recommended for survey control.
 AI6728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6728.See file dsdata.txt to determine how the superseded data were derived.
 AI6728
 AI6728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT4523393444(NAD 83)
 AI6728_MARKER: DD = SURVEY DISK
 AI6728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6728_STAMPING: 219B 1998
 AI6728_MARK LOGO: SCDOT 
 AI6728_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI6728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6728+STABILITY: SURFACE MOTION
 AI6728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6728+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI6728
 AI6728  HISTORY     - Date     Condition        Report By
 AI6728  HISTORY     - 1998     MONUMENTED       SCDOT
 AI6728  HISTORY     - 19990112 GOOD             SCGS
 AI6728
 AI6728                          STATION DESCRIPTION
 AI6728
 AI6728'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AI6728'STATION IS LOCATED IN NEWBERRY.  OWNERSHIP--SCDOT, DIRECTOR OF
 AI6728'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI6728'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AI6728'219 (MAIN STREET) AND STATE HIGHWAY 34 AND U.S.  HIGHWAY 76 (WILSON
 AI6728'ROAD) IN NEWBERRY, GO SOUTH SOUTHEAST ON HIGHWAYS 76 AND 34 FOR 0.15
 AI6728'MILE (0.24 KM) TO THE STATION ON THE RIGHT IN THE YARD OF THE OTIS L.
 AI6728'WHITAKER FIRE DEPARTMENT.  STATION IS A CONCRETE POST FLUSH WITH THE
 AI6728'GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 25.8 FEET (7.9 M) WEST
 AI6728'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 47.5
 AI6728'FEET (14.5 M) WEST NORTHWEST OF A POWER POLE WITH A TRANSFORMER,
 AI6728'STREET LIGHT AND AN ELECTRIC METER ATTACHED, 49.1 FEET (15.0 M) SOUTH
 AI6728'OF AN EMERGENCY SIGNAL LIGHT POST, 53.7 FEET (16.4 M) SOUTH SOUTHEAST
 AI6728'OF THE SOUTHEAST CORNER OF THE FIRE DEPARTMENT, 7.7 FEET (2.3 M) WEST
 AI6728'SOUTHWEST OF THE WEST EDGE OF A SIDEWALK, 47.3 FEET (14.4 M) NORTH
 AI6728'NORTHWEST OF A WITNESS POST.  RECOVERED BY C.J. STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6729 ***********************************************************************
 AI6729  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6729  DESIGNATION -  219C
 AI6729  PID         -  AI6729
 AI6729  STATE/COUNTY-  SC/NEWBERRY
 AI6729  USGS QUAD   -  NEWBERRY EAST (1968)
 AI6729
 AI6729                         *CURRENT SURVEY CONTROL
 AI6729  ___________________________________________________________________
 AI6729* NAD 83(2001)-  34 17 11.36624(N)    081 33 38.90770(W)     ADJUSTED  
 AI6729* NAVD 88     -       131.03   (meters)     429.9    (feet)  GPS OBS   
 AI6729  ___________________________________________________________________
 AI6729  X           -     774,231.505 (meters)                     COMP
 AI6729  Y           -  -5,218,382.903 (meters)                     COMP
 AI6729  Z           -   3,572,804.692 (meters)                     COMP
 AI6729  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AI6729  ELLIP HEIGHT-         100.67  (meters)          (03/13/03) GPS OBS
 AI6729  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AI6729
 AI6729  HORZ ORDER  -  FIRST
 AI6729  ELLP ORDER  -  FOURTH    CLASS II
 AI6729
 AI6729.The horizontal coordinates were established by GPS observations
 AI6729.and adjusted by the National Geodetic Survey in March 2003..
 AI6729
 AI6729.The orthometric height was determined by GPS observations and a
 AI6729.high-resolution geoid model using precise GPS observation and
 AI6729.processing techniques.
 AI6729
 AI6729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6729
 AI6729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6729
 AI6729.The ellipsoidal height was determined by GPS observations
 AI6729.and is referenced to NAD 83.
 AI6729
 AI6729.The geoid height was determined by GEOID03.
 AI6729
 AI6729;                    North         East     Units Scale Factor Converg.
 AI6729;SPC SC       -   272,188.621   557,972.402   MT  0.99985153   -0 18 39.3
 AI6729;SPC SC       -   893,007.29  1,830,618.12   iFT  0.99985153   -0 18 39.3
 AI6729;UTM  17      - 3,794,064.534   448,384.833   MT  0.99963284   -0 18 57.3
 AI6729
 AI6729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6729!SPC SC       -   0.99998420  x   0.99985153  =   0.99983573
 AI6729!UTM  17      -   0.99998420  x   0.99963284  =   0.99961704
 AI6729
 AI6729                          SUPERSEDED SURVEY CONTROL
 AI6729
 AI6729  NAD 83(1995)-  34 17 11.36633(N)    081 33 38.90784(W) AD(       ) 1
 AI6729  ELLIP H (08/25/00)  100.68   (m)                       GP(       ) 4 1
 AI6729  NAD 83(1986)-  34 17 11.37901(N)    081 33 38.90821(W) AD(       ) 1
 AI6729
 AI6729.Superseded values are not recommended for survey control.
 AI6729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6729.See file dsdata.txt to determine how the superseded data were derived.
 AI6729
 AI6729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT4838594065(NAD 83)
 AI6729_MARKER: DD = SURVEY DISK
 AI6729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6729_STAMPING: 219C 1998
 AI6729_MARK LOGO: SCDOT 
 AI6729_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI6729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6729+STABILITY: SURFACE MOTION
 AI6729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6729+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI6729
 AI6729  HISTORY     - Date     Condition        Report By
 AI6729  HISTORY     - 1998     MONUMENTED       SCDOT
 AI6729  HISTORY     - 19990112 GOOD             SCGS
 AI6729
 AI6729                          STATION DESCRIPTION
 AI6729
 AI6729'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AI6729'STATION IS LOCATED 3.4 MILES (5.5 KM) EAST NORTHEAST OF NEWBERRY.
 AI6729'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI6729'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI6729'JUNCTION OVERPASS OF STATE HIGHWAY 219 AND INTERSTATE 26 (EXIT 76) ,
 AI6729'4.3 MILES (6.9 KM) EAST NORTHEAST OF NEWBERRY, GO WEST SOUTHWEST ON
 AI6729'HIGHWAY 219 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 643
 AI6729'(COCKRELL DRIVE) RIGHT, CONTINUE ON HIGHWAY 219 FOR 0.4 MILE (0.6 KM)
 AI6729'TO THE STATION ON THE LEFT NEAR THE NORTH CORNER OF A CHAIN LINK FENCE
 AI6729'SURROUNDING THE STORAGE AREA FOR A HARDWARE STORE (WILLINGHAM AND SONS
 AI6729'BUILDING SUPPLIES AND SEPTIC TANKS) .  STATION IS A CONCRETE POST
 AI6729'RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY,
 AI6729'11.9 FEET (3.6 M) WEST SOUTHWEST OF THE NORTH CORNER OF THE FENCE,
 AI6729'15.1 FEET (4.6 M) WEST SOUTHWEST OF A POWER POLE WITH GUY WIRE,
 AI6729'SECURITY LIGHT AND A METER BOX, 49.5 FEET (15.1 M) SOUTHEAST OF THE
 AI6729'CENTER OF THE HIGHWAY, 38.5 FEET (11.7 M) SOUTH SOUTHWEST OF THE
 AI6729'SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE ENTRANCE
 AI6729'TO THE HARDWARE STORE, 4.3 FEET (1.3 M) NORTHWEST OF A WITNESS POST.
 AI6729'RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6730 ***********************************************************************
 AI6730  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6730  DESIGNATION -  219D
 AI6730  PID         -  AI6730
 AI6730  STATE/COUNTY-  SC/NEWBERRY
 AI6730  USGS QUAD   -  NEWBERRY EAST (1968)
 AI6730
 AI6730                         *CURRENT SURVEY CONTROL
 AI6730  ___________________________________________________________________
 AI6730* NAD 83(2001)-  34 17 48.96692(N)    081 32 10.87477(W)     ADJUSTED  
 AI6730* NAVD 88     -       132.46   (meters)     434.6    (feet)  GPS OBS   
 AI6730  ___________________________________________________________________
 AI6730  X           -     776,362.711 (meters)                     COMP
 AI6730  Y           -  -5,217,407.461 (meters)                     COMP
 AI6730  Z           -   3,573,762.702 (meters)                     COMP
 AI6730  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AI6730  ELLIP HEIGHT-         102.06  (meters)          (03/13/03) GPS OBS
 AI6730  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 AI6730
 AI6730  HORZ ORDER  -  FIRST
 AI6730  ELLP ORDER  -  FOURTH    CLASS II
 AI6730
 AI6730.The horizontal coordinates were established by GPS observations
 AI6730.and adjusted by the National Geodetic Survey in March 2003..
 AI6730
 AI6730.The orthometric height was determined by GPS observations and a
 AI6730.high-resolution geoid model using precise GPS observation and
 AI6730.processing techniques.
 AI6730
 AI6730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6730
 AI6730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6730
 AI6730.The ellipsoidal height was determined by GPS observations
 AI6730.and is referenced to NAD 83.
 AI6730
 AI6730.The geoid height was determined by GEOID03.
 AI6730
 AI6730;                    North         East     Units Scale Factor Converg.
 AI6730;SPC SC       -   273,335.084   560,229.576   MT  0.99985351   -0 17 50.5
 AI6730;SPC SC       -   896,768.65  1,838,023.54   iFT  0.99985351   -0 17 50.5
 AI6730;UTM  17      - 3,795,210.548   450,641.606   MT  0.99963003   -0 18 08.0
 AI6730
 AI6730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6730!SPC SC       -   0.99998398  x   0.99985351  =   0.99983749
 AI6730!UTM  17      -   0.99998398  x   0.99963003  =   0.99961401
 AI6730
 AI6730                          SUPERSEDED SURVEY CONTROL
 AI6730
 AI6730  NAD 83(1995)-  34 17 48.96701(N)    081 32 10.87487(W) AD(       ) 1
 AI6730  ELLIP H (08/25/00)  102.07   (m)                       GP(       ) 4 1
 AI6730  NAD 83(1986)-  34 17 48.97978(N)    081 32 10.87539(W) AD(       ) 1
 AI6730
 AI6730.Superseded values are not recommended for survey control.
 AI6730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6730.See file dsdata.txt to determine how the superseded data were derived.
 AI6730
 AI6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5064295211(NAD 83)
 AI6730_MARKER: DD = SURVEY DISK
 AI6730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6730_STAMPING: 219D 1998
 AI6730_MARK LOGO: SCDOT 
 AI6730_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI6730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6730+STABILITY: SURFACE MOTION
 AI6730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6730+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI6730
 AI6730  HISTORY     - Date     Condition        Report By
 AI6730  HISTORY     - 1998     MONUMENTED       SCDOT
 AI6730  HISTORY     - 19990112 GOOD             SCGS
 AI6730
 AI6730                          STATION DESCRIPTION
 AI6730
 AI6730'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AI6730'STATION IS LOCATED 4.9 MILES (7.9 KM) EAST NORTHEAST OF NEWBERRY, 6.15
 AI6730'MILES (9.90 KM) NORTH OF PROSPERITY.  OWNERSHIP--SCDOT, DIRECTOR OF
 AI6730'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI6730'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AI6730'STATE HIGHWAY 219 AND INTERSTATE 26 (EXIT 76) , 4.3 MILES (6.9 KM)
 AI6730'EAST NORTHEAST OF NEWBERRY, GO EAST NORTHEAST ON HIGHWAY 219 FOR 0.6
 AI6730'MILE (1.0 KM) TO THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF THE
 AI6730'JUNCTION OF STATE ROAD 611 (OXNER ROAD) .  STATION IS A CONCRETE POST
 AI6730'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 49.6 FEET (15.1
 AI6730'M) SOUTH SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES AND A
 AI6730'TRANSFORMER, 37.0 FEET (11.3 M) EAST NORTHEAST OF THE CENTER OF ROAD
 AI6730'611, 42.2 FEET (12.9 M) NORTH OF THE CENTER OF THE HIGHWAY, 75.4 FEET
 AI6730'(23.0 M) NORTH NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 36, 18.7
 AI6730'FEET (5.7 M) EAST OF A WITNESS POST.  RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6731 ***********************************************************************
 AI6731  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6731  DESIGNATION -  219E
 AI6731  PID         -  AI6731
 AI6731  STATE/COUNTY-  SC/NEWBERRY
 AI6731  USGS QUAD   -  NEWBERRY EAST (1968)
 AI6731
 AI6731                         *CURRENT SURVEY CONTROL
 AI6731  ___________________________________________________________________
 AI6731* NAD 83(2001)-  34 17 52.95630(N)    081 31 38.63552(W)     ADJUSTED  
 AI6731* NAVD 88     -       118.24   (meters)     387.9    (feet)  GPS OBS   
 AI6731  ___________________________________________________________________
 AI6731  X           -     777,166.246 (meters)                     COMP
 AI6731  Y           -  -5,217,205.912 (meters)                     COMP
 AI6731  Z           -   3,573,856.237 (meters)                     COMP
 AI6731  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AI6731  ELLIP HEIGHT-          87.83  (meters)          (03/13/03) GPS OBS
 AI6731  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 AI6731
 AI6731  HORZ ORDER  -  FIRST
 AI6731  ELLP ORDER  -  FOURTH    CLASS II
 AI6731
 AI6731.The horizontal coordinates were established by GPS observations
 AI6731.and adjusted by the National Geodetic Survey in March 2003..
 AI6731
 AI6731.The orthometric height was determined by GPS observations and a
 AI6731.high-resolution geoid model using precise GPS observation and
 AI6731.processing techniques.
 AI6731
 AI6731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6731
 AI6731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6731
 AI6731.The ellipsoidal height was determined by GPS observations
 AI6731.and is referenced to NAD 83.
 AI6731
 AI6731.The geoid height was determined by GEOID03.
 AI6731
 AI6731;                    North         East     Units Scale Factor Converg.
 AI6731;SPC SC       -   273,453.748   561,054.519   MT  0.99985372   -0 17 32.6
 AI6731;SPC SC       -   897,157.97  1,840,730.05   iFT  0.99985372   -0 17 32.6
 AI6731;UTM  17      - 3,795,329.116   451,466.375   MT  0.99962903   -0 17 49.9
 AI6731
 AI6731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6731!SPC SC       -   0.99998621  x   0.99985372  =   0.99983993
 AI6731!UTM  17      -   0.99998621  x   0.99962903  =   0.99961525
 AI6731
 AI6731                          SUPERSEDED SURVEY CONTROL
 AI6731
 AI6731  NAD 83(1995)-  34 17 52.95641(N)    081 31 38.63565(W) AD(       ) 1
 AI6731  ELLIP H (08/25/00)   87.84   (m)                       GP(       ) 4 1
 AI6731  NAD 83(1986)-  34 17 52.96921(N)    081 31 38.63614(W) AD(       ) 1
 AI6731
 AI6731.Superseded values are not recommended for survey control.
 AI6731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6731.See file dsdata.txt to determine how the superseded data were derived.
 AI6731
 AI6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5146695329(NAD 83)
 AI6731_MARKER: DD = SURVEY DISK
 AI6731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6731_STAMPING: 219E 1998
 AI6731_MARK LOGO: SCDOT 
 AI6731_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI6731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6731+STABILITY: SURFACE MOTION
 AI6731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6731+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI6731
 AI6731  HISTORY     - Date     Condition        Report By
 AI6731  HISTORY     - 1998     MONUMENTED       SCDOT
 AI6731  HISTORY     - 19990112 GOOD             SCGS
 AI6731
 AI6731                          STATION DESCRIPTION
 AI6731
 AI6731'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AI6731'STATION IS LOCATED 5.5 MILES (8.9 KM) EAST NORTHEAST OF NEWBERRY, 6.7
 AI6731'MILES (10.8 KM) WEST NORTHWEST OF POMARIA.  OWNERSHIP--SCDOT, DIRECTOR
 AI6731'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI6731'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AI6731'STATE HIGHWAY 219 AND INTERSTATE 26 (EXIT 76) , 4.3 MILES (6.9 KM)
 AI6731'EAST NORTHEAST OF NEWBERRY, GO EAST NORTHEAST ON HIGHWAY 219 FOR 1.1
 AI6731'MILES (1.8 KM) TO THE STATION ON THE RIGHT IN THE EAST ANGLE OF THE
 AI6731'JUNCTION OF STATE ROAD 501 (HALFACRE ROAD) .  STATION IS A CONCRETE
 AI6731'POST RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE
 AI6731'HIGHWAY, 36.3 FEET (11.1 M) EAST NORTHEAST OF THE CENTER OF ROAD 501,
 AI6731'16.0 FEET (4.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 25.2
 AI6731'FEET (7.7 M) WEST NORTHWEST OF A YELLOW GAS PIPELINE WARNING POST,
 AI6731'24.3 FEET (7.4 M) NORTH NORTHEAST OF A WITNESS POST.  RECOVERED BY
 AI6731'C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0549 ***********************************************************************
 DD0549  DESIGNATION -  22
 DD0549  PID         -  DD0549
 DD0549  STATE/COUNTY-  SC/BERKELEY
 DD0549  USGS QUAD   -  CORDESVILLE (1979)
 DD0549
 DD0549                         *CURRENT SURVEY CONTROL
 DD0549  ___________________________________________________________________
 DD0549* NAD 83(1986)-  33 14 02.     (N)    079 59 11.     (W)     SCALED    
 DD0549* NAVD 88     -         6.39   (+/-2cm)      21.0    (feet)  VERTCON   
 DD0549  ___________________________________________________________________
 DD0549  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DD0549
 DD0549  VERT ORDER  -  ? (See Below)
 DD0549
 DD0549.The horizontal coordinates were scaled from a topographic map and have
 DD0549.an estimated accuracy of +/- 6 seconds.
 DD0549
 DD0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD0549.The vertical order pertains to the NGVD 29 superseded value.
 DD0549
 DD0549.The geoid height was determined by GEOID03.
 DD0549
 DD0549;                    North         East    Units  Estimated Accuracy
 DD0549;SPC SC       -   155,780.      704,060.      MT  (+/- 180 meters Scaled)
 DD0549
 DD0549                          SUPERSEDED SURVEY CONTROL
 DD0549
 DD0549  NGVD 29 (??/??/92)    6.691  (m)           21.95   (f) ADJ UNCH    ?  
 DD0549
 DD0549.Superseded values are not recommended for survey control.
 DD0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0549.See file dsdata.txt to determine how the superseded data were derived.
 DD0549
 DD0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS944776(NAD 83)
 DD0549_MARKER: DD = SURVEY DISK
 DD0549_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0549_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0549_STAMPING: 22 1918
 DD0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0549
 DD0549  HISTORY     - Date     Condition        Report By
 DD0549  HISTORY     - 1918     MONUMENTED       USGS
 DD0549  HISTORY     - 1961     MARK NOT FOUND   NGS
 DD0549
 DD0549                          STATION DESCRIPTION
 DD0549
 DD0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DD0549'2.7 MI S FROM MACBETH.
 DD0549'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 DD0549'A NEW CANAL HAS BEEN BUILT IN THIS VICINITY AND THE MARK MAY
 DD0549'POSSIBLY HAVE BEEN DESTROYED OR BURIED.  2.7 MILES SOUTH ALONG
 DD0549'THE ATLANTIC COAST LINE RAILROAD FROM MC BETH, BERKELEY COUNTY, 89
 DD0549'FEET NORTH OF MILEPOST C 33, 2.8 FEET SOUTH OF THE SOUTH EDGE OF
 DD0549'THE BRIDGE OVER SANTEE CANAL, BETWEEN THE TRACKS, 4.8 FEET EAST OF
 DD0549'THE EAST RAIL OF THE WEST TRACK, 4 FEET WEST OF THE WEST RAIL OF
 DD0549'THE EAST TRACK, AND 4 INCHES UNDER GROUND.  A USGS STANDARD CAP,
 DD0549'STAMPED 22 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0068 ***********************************************************************
 CJ0068  DESIGNATION -  22
 CJ0068  PID         -  CJ0068
 CJ0068  STATE/COUNTY-  SC/CHARLESTON
 CJ0068  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0068
 CJ0068                         *CURRENT SURVEY CONTROL
 CJ0068  ___________________________________________________________________
 CJ0068* NAD 83(1986)-  32 47 27.     (N)    079 52 24.     (W)     SCALED    
 CJ0068* NAVD 88     -         5.901  (meters)      19.36   (feet)  POSTED    
 CJ0068  ___________________________________________________________________
 CJ0068  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 CJ0068  DYNAMIC HT  -           5.890 (meters)      19.32  (feet)  COMP
 CJ0068  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 CJ0068
 CJ0068  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CJ0068
 CJ0068.The horizontal coordinates were scaled from a topographic map and have
 CJ0068.an estimated accuracy of +/- 6 seconds.
 CJ0068
 CJ0068.The orthometric height was determined by differential leveling
 CJ0068.and adjusted by the National Geodetic Survey in 1992..
 CJ0068.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CJ0068.rate of 1.1 thru 2.0 mm/km.
 CJ0068
 CJ0068.The geoid height was determined by GEOID03.
 CJ0068
 CJ0068.The dynamic height is computed by dividing the NAVD 88
 CJ0068.geopotential number by the normal gravity value computed on the
 CJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0068.degrees latitude (g = 980.6199 gals.).
 CJ0068
 CJ0068.The modeled gravity was interpolated from observed gravity values.
 CJ0068
 CJ0068;                    North         East    Units  Estimated Accuracy
 CJ0068;SPC SC       -   106,760.      715,130.      MT  (+/- 180 meters Scaled)
 CJ0068
 CJ0068                          SUPERSEDED SURVEY CONTROL
 CJ0068
 CJ0068  NGVD 29 (??/??/92)    6.213  (m)           20.38   (f) ADJ UNCH    1 2
 CJ0068
 CJ0068.Superseded values are not recommended for survey control.
 CJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0068.See file dsdata.txt to determine how the superseded data were derived.
 CJ0068
 CJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS054286(NAD 83)
 CJ0068_MARKER: DD = SURVEY DISK
 CJ0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CJ0068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CJ0068_STAMPING: 21.883
 CJ0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0068
 CJ0068  HISTORY     - Date     Condition        Report By
 CJ0068  HISTORY     - UNK      MONUMENTED       USGS
 CJ0068  HISTORY     - 1952     GOOD             NGS
 CJ0068  HISTORY     - 1962     MARK NOT FOUND   NGS
 CJ0068
 CJ0068                          STATION DESCRIPTION
 CJ0068
 CJ0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0068'AT MOUNT PLEASANT.
 CJ0068'AT MOUNT PLEASANT, ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY 17 FROM
 CJ0068'THE HIGH SCHOOL, AT THE JUNCTION OF HIBBEN STREET LEADING
 CJ0068'SOUTHWEST TO BUSINESS DISTRICT OF MOUNT PLEASANT, 22 FEET SOUTH
 CJ0068'OF CENTER LINE OF HIGHWAY, 28 FEET NORTHWEST OF CENTER LINE OF
 CJ0068'STREET SOUTHWEST, 1.8 FEET NORTHWEST OF NORTHWEST FACE OF D.A.R.
 CJ0068'GRANITE MONUMENT TO KINGS HIGHWAY - ROUTE TRAVELED BY GEORGE
 CJ0068'WASHINGTON, ABOUT 1 FOOT ABOVE HIGHWAY AND PROJECTING 12 INCHES.
 CJ0068
 CJ0068                          STATION RECOVERY (1962)
 CJ0068
 CJ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2198 ***********************************************************************
 DD2198  DESIGNATION -  22 015 RESET
 DD2198  PID         -  DD2198
 DD2198  STATE/COUNTY-  SC/GEORGETOWN
 DD2198  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2198
 DD2198                         *CURRENT SURVEY CONTROL
 DD2198  ___________________________________________________________________
 DD2198* NAD 83(2001)-  33 26 35.36514(N)    079 18 10.29819(W)     ADJUSTED  
 DD2198* NAVD 88     -         4.891  (meters)      16.05   (feet)  ADJUSTED  
 DD2198  ___________________________________________________________________
 DD2198  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DD2198  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DD2198  DYNAMIC HT  -           4.886 (meters)      16.03  (feet)  COMP
 DD2198  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 DD2198
 DD2198  HORZ ORDER  -  SECOND
 DD2198  VERT ORDER  -  FIRST     CLASS II
 DD2198
 DD2198.The horizontal coordinates were established by classical geodetic methods
 DD2198.and adjusted by the National Geodetic Survey in March 2004..
 DD2198
 DD2198.The orthometric height was determined by differential leveling
 DD2198.and adjusted by the National Geodetic Survey in June 1991..
 DD2198
 DD2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2198
 DD2198.The geoid height was determined by GEOID03.
 DD2198
 DD2198.The dynamic height is computed by dividing the NAVD 88
 DD2198.geopotential number by the normal gravity value computed on the
 DD2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2198.degrees latitude (g = 980.6199 gals.).
 DD2198
 DD2198.The modeled gravity was interpolated from observed gravity values.
 DD2198
 DD2198;                    North         East     Units Scale Factor Converg.
 DD2198;SPC SC       -   179,819.362   767,367.074   MT  0.99980141   +0 56 27.2
 DD2198;SPC SC       -   589,958.54  2,517,608.51   iFT  0.99980141   +0 56 27.2
 DD2198;UTM  17      - 3,701,704.933   657,751.512   MT  0.99990681   +0 56 07.8
 DD2198
 DD2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2198!SPC SC       -   1.00000463  x   0.99980141  =   0.99980604
 DD2198!UTM  17      -   1.00000463  x   0.99990681  =   0.99991144
 DD2198
 DD2198|---------------------------------------------------------------------|
 DD2198| PID    Reference Object                     Distance      Geod. Az  |
 DD2198|                                                           dddmmss.s |
 DD2198| DD2199 022 015 RM 1                         12.830 METERS 24812     |
 DD2198| DD2979 022 015 RM 2                        184.173 METERS 31956     |
 DD2198|---------------------------------------------------------------------|
 DD2198
 DD2198                          SUPERSEDED SURVEY CONTROL
 DD2198
 DD2198  NAD 83(1986)-  33 26 35.37561(N)    079 18 10.30175(W) AD(       ) 2
 DD2198  NAD 27      -  33 26 34.77274(N)    079 18 11.10580(W) AD(       ) 2
 DD2198  NGVD 29 (03/21/89)    5.197  (m)           17.05   (f) ADJUSTED    1 2
 DD2198
 DD2198.Superseded values are not recommended for survey control.
 DD2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2198.See file dsdata.txt to determine how the superseded data were derived.
 DD2198
 DD2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5775201705(NAD 83)
 DD2198_MARKER: DD = SURVEY DISK
 DD2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2198_SP_SET: CONCRETE POST
 DD2198_STAMPING: HORZ 022 015 1981 1987
 DD2198_MARK LOGO: SCGS  
 DD2198_PROJECTION: RECESSED 16 CENTIMETERS
 DD2198_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2198+STABILITY: SURFACE MOTION
 DD2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2198+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 DD2198
 DD2198  HISTORY     - Date     Condition        Report By
 DD2198  HISTORY     - 1987     MONUMENTED       SCGS
 DD2198  HISTORY     - 1989     GOOD             USPSQD
 DD2198  HISTORY     - 19940614 GOOD             USPSQD
 DD2198  HISTORY     - 20030715 GOOD             NGS
 DD2198  HISTORY     - 20051028 GOOD             USPSQD
 DD2198  HISTORY     - 20051125 GOOD             USPSQD
 DD2198
 DD2198                          STATION DESCRIPTION
 DD2198
 DD2198'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2198'7.7 KM (4.8 MI) NORTH FROM GEORGETOWN.
 DD2198'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2198'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2198'(CHURCH STREET) IN GEORGETOWN, THENCE 3.55 KM (2.2 MI) NORTHWEST
 DD2198'ALONG STATE HIGHWAY 51, SET IN THE NORTH ANGLE OF A SAND ROAD LEADING
 DD2198'EAST-NORTHEAST TO A RADIO TOWER, 13.4 METERS (44.0 FT)
 DD2198'NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 12.75 METERS (41.8 FT)
 DD2198'EAST-NORTHEAST OF SURVEY MARK 022 015 RM 1 SCGS, 22.65 METERS (74.3
 DD2198'FT) EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 14.4 METERS (47.2
 DD2198'FT) WEST-NORTHWEST OF THE NORTHWEST ENTRANCE POST FOR THE SAND ROAD,
 DD2198'23.16 METERS (76.0 FT) NORTH OF A TELEPHONE JUNCTION BOX NUMBER 57.
 DD2198'THE MARK IS 12.8 METERS  ENE FROM  A WITNESS POST
 DD2198'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD.
 DD2198
 DD2198                          STATION RECOVERY (1989)
 DD2198
 DD2198'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2198'RECOVERED IN GOOD CONDITION.
 DD2198
 DD2198                          STATION RECOVERY (1994)
 DD2198
 DD2198'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2198'RECOVERED IN GOOD CONDITION.
 DD2198
 DD2198                          STATION RECOVERY (2003)
 DD2198
 DD2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2198'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2198'HIGHWAYS 17 AND 17
 DD2198'ALTERNATE IN GEORGETOWN, THENCE 3.55 KM NORTHWESTERLY ALONG STATE
 DD2198'HIGHWAY 51,  28.8 M
 DD2198'NORTHEAST OF THE HIGHWAY CENTERLINE, 23.2 M NORTH OF UNDERGROUND CABLE
 DD2198'JUNCTION BOX
 DD2198'NUMBER 57, 13.5 M NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING
 DD2198'TO A RADIO TOWER
 DD2198'AND A SHOOTING RANGE, 8.1 M NORTHWEST OF A WITNESS POST, 0.3 M ABOVE
 DD2198'THE LEVEL OF THE
 DD2198'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 DD2198'MONUMENT IS
 DD2198'ON THE HIGHWAY RIGHT-OF-WAY.
 DD2198' 
 DD2198' 
 DD2198' 
 DD2198' 
 DD2198' 
 DD2198' 
 DD2198'
 DD2198
 DD2198                          STATION RECOVERY (2005)
 DD2198
 DD2198'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2198'RECOVERED IN GOOD CONDITION.
 DD2198
 DD2198                          STATION RECOVERY (2005)
 DD2198
 DD2198'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1103 ***********************************************************************
 DD1103  DESIGNATION -  22 036
 DD1103  PID         -  DD1103
 DD1103  STATE/COUNTY-  SC/GEORGETOWN
 DD1103  USGS QUAD   -  ANDREWS (1973)
 DD1103
 DD1103                         *CURRENT SURVEY CONTROL
 DD1103  ___________________________________________________________________
 DD1103* NAD 83(1986)-  33 27 02.     (N)    079 33 25.     (W)     SCALED    
 DD1103* NAVD 88     -         9.994  (meters)      32.79   (feet)  ADJUSTED  
 DD1103  ___________________________________________________________________
 DD1103  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DD1103  DYNAMIC HT  -           9.983 (meters)      32.75  (feet)  COMP
 DD1103  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 DD1103
 DD1103  VERT ORDER  -  FIRST     CLASS II
 DD1103
 DD1103.The horizontal coordinates were scaled from a topographic map and have
 DD1103.an estimated accuracy of +/- 6 seconds.
 DD1103
 DD1103.The orthometric height was determined by differential leveling
 DD1103.and adjusted by the National Geodetic Survey in June 1991..
 DD1103
 DD1103.The geoid height was determined by GEOID03.
 DD1103
 DD1103.The dynamic height is computed by dividing the NAVD 88
 DD1103.geopotential number by the normal gravity value computed on the
 DD1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1103.degrees latitude (g = 980.6199 gals.).
 DD1103
 DD1103.The modeled gravity was interpolated from observed gravity values.
 DD1103
 DD1103;                    North         East    Units  Estimated Accuracy
 DD1103;SPC SC       -   180,280.      743,740.      MT  (+/- 180 meters Scaled)
 DD1103
 DD1103                          SUPERSEDED SURVEY CONTROL
 DD1103
 DD1103  NGVD 29 (03/21/89)   10.295  (m)           33.78   (f) ADJUSTED    1 2
 DD1103
 DD1103.Superseded values are not recommended for survey control.
 DD1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1103.See file dsdata.txt to determine how the superseded data were derived.
 DD1103
 DD1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT341021(NAD 83)
 DD1103_MARKER: DD = SURVEY DISK
 DD1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1103_SP_SET: CONCRETE POST
 DD1103_STAMPING: VERT 22 036 1982
 DD1103_MARK LOGO: SCGS  
 DD1103_PROJECTION: FLUSH
 DD1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1103+STABILITY: SURFACE MOTION
 DD1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1103+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD1103
 DD1103  HISTORY     - Date     Condition        Report By
 DD1103  HISTORY     - 1982     MONUMENTED       SCGS
 DD1103  HISTORY     - 1985     GOOD             SCGS
 DD1103  HISTORY     - 1987     GOOD             SCGS
 DD1103  HISTORY     - 19940611 GOOD             USPSQD
 DD1103  HISTORY     - 20040604 GOOD             USPSQD
 DD1103  HISTORY     - 20051119 GOOD             USPSQD
 DD1103
 DD1103                          STATION DESCRIPTION
 DD1103
 DD1103'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1103'IN ANDREWS.
 DD1103'0.9 KILOMETER (0.55 MILE) SOUTH ALONG U.S. HIGHWAY 521 FROM THE
 DD1103'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1103'SET NEAR A CINDER BLOCK FENCE SURROUNDING THE AMERICAN LEGION
 DD1103'POST 69, 31.1 METERS (102.0 FEET) SOUTH OF THE SOUTHEAST CORNER OF
 DD1103'THE LEGION BUILDING, 16.0 METERS (52.6 FEET) WEST-NORTHWEST OF
 DD1103'A BRICK WAREHOUSE BUILDING (R.B. CLEMONS AND SONS WHOLESALES
 DD1103'DISTRIBUTORS), 13.1 METERS (43.0 FEET) NORTH-NORTHEAST OF THE
 DD1103'CENTER LINE OF U.S. HIGHWAY 521, 2.9 METERS (9.8 FEET) EAST
 DD1103'NORTHEAST OF A FIRE HYDRANT.
 DD1103'THE MARK IS 1.40 METERS  NNE FROM A WITNESS POST.
 DD1103'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 521.
 DD1103
 DD1103                          STATION RECOVERY (1985)
 DD1103
 DD1103'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1103'RECOVERED IN GOOD CONDITION.
 DD1103
 DD1103                          STATION RECOVERY (1987)
 DD1103
 DD1103'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1103'RECOVERED IN GOOD CONDITION.
 DD1103
 DD1103                          STATION RECOVERY (1994)
 DD1103
 DD1103'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1103'RECOVERED IN GOOD CONDITION.
 DD1103
 DD1103                          STATION RECOVERY (2004)
 DD1103
 DD1103'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1103'AMERICAN LEGION SIGN AND BLOCK FENCE ARE GONE.  MARKER IS 5 INCHES
 DD1103'BELOW GROUND.
 DD1103
 DD1103                          STATION RECOVERY (2005)
 DD1103
 DD1103'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1104 ***********************************************************************
 DD1104  DESIGNATION -  22 037
 DD1104  PID         -  DD1104
 DD1104  STATE/COUNTY-  SC/GEORGETOWN
 DD1104  USGS QUAD   -  ANDREWS (1973)
 DD1104
 DD1104                         *CURRENT SURVEY CONTROL
 DD1104  ___________________________________________________________________
 DD1104* NAD 83(1986)-  33 26 35.     (N)    079 32 58.     (W)     SCALED    
 DD1104* NAVD 88     -        10.400  (meters)      34.12   (feet)  ADJUSTED  
 DD1104  ___________________________________________________________________
 DD1104  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD1104  DYNAMIC HT  -          10.389 (meters)      34.08  (feet)  COMP
 DD1104  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DD1104
 DD1104  VERT ORDER  -  FIRST     CLASS II
 DD1104
 DD1104.The horizontal coordinates were scaled from a topographic map and have
 DD1104.an estimated accuracy of +/- 6 seconds.
 DD1104
 DD1104.The orthometric height was determined by differential leveling
 DD1104.and adjusted by the National Geodetic Survey in June 1991..
 DD1104
 DD1104.The geoid height was determined by GEOID03.
 DD1104
 DD1104.The dynamic height is computed by dividing the NAVD 88
 DD1104.geopotential number by the normal gravity value computed on the
 DD1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1104.degrees latitude (g = 980.6199 gals.).
 DD1104
 DD1104.The modeled gravity was interpolated from observed gravity values.
 DD1104
 DD1104;                    North         East    Units  Estimated Accuracy
 DD1104;SPC SC       -   179,460.      744,450.      MT  (+/- 180 meters Scaled)
 DD1104
 DD1104                          SUPERSEDED SURVEY CONTROL
 DD1104
 DD1104  NGVD 29 (03/21/89)   10.702  (m)           35.11   (f) ADJUSTED    1 2
 DD1104
 DD1104.Superseded values are not recommended for survey control.
 DD1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1104.See file dsdata.txt to determine how the superseded data were derived.
 DD1104
 DD1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT348013(NAD 83)
 DD1104_MARKER: DB = BENCH MARK DISK
 DD1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1104_SP_SET: CONCRETE POST
 DD1104_STAMPING: VERT 22 037 1982
 DD1104_MARK LOGO: SCGS  
 DD1104_PROJECTION: FLUSH
 DD1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1104+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 DD1104
 DD1104  HISTORY     - Date     Condition        Report By
 DD1104  HISTORY     - 1982     MONUMENTED       SCGS
 DD1104  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 DD1104  HISTORY     - 20040604 GOOD             USPSQD
 DD1104  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 DD1104
 DD1104                          STATION DESCRIPTION
 DD1104
 DD1104'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1104'1.4 KM (0.9 MI) SE FROM ANDREWS.
 DD1104'1.9 KILOMETERS (1.2 MILES) SOUTH ALONG U.S. HIGHWAY 521 FROM THE
 DD1104'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1104'SET IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A PAVED ROAD
 DD1104'LEADING TO A 20 FOOT STONE CROSS IN THE ANDREWS MEMORIAL CEMETERY,
 DD1104'51.8 METERS (170.0 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE OF
 DD1104'U.S. HIGHWAY 521, 13.3 METERS (43.9 FEET) EAST-SOUTHEAST OF THE
 DD1104'APPROXIMATE CENTER OF COUNTY ROAD S-22-208, 8.3 METERS (27.2 FEET)
 DD1104'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD LEADING
 DD1104'TO THE CROSS, 176.9 METERS (580.0 FEET) WEST-NORTHWEST OF THE
 DD1104'20 FOOT CROSS.
 DD1104'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 DD1104
 DD1104                          STATION RECOVERY (1994)
 DD1104
 DD1104'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1104'MARK NOT FOUND.
 DD1104
 DD1104                          STATION RECOVERY (2004)
 DD1104
 DD1104'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1104'RECOVERED IN GOOD CONDITION.
 DD1104
 DD1104                          STATION RECOVERY (2004)
 DD1104
 DD1104'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1104'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 DD1104'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1105 ***********************************************************************
 DD1105  DESIGNATION -  22 038
 DD1105  PID         -  DD1105
 DD1105  STATE/COUNTY-  SC/GEORGETOWN
 DD1105  USGS QUAD   -  ANDREWS (1973)
 DD1105
 DD1105                         *CURRENT SURVEY CONTROL
 DD1105  ___________________________________________________________________
 DD1105* NAD 83(1986)-  33 26 09.     (N)    079 32 03.     (W)     SCALED    
 DD1105* NAVD 88     -         8.823  (meters)      28.95   (feet)  ADJUSTED  
 DD1105  ___________________________________________________________________
 DD1105  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DD1105  DYNAMIC HT  -           8.814 (meters)      28.92  (feet)  COMP
 DD1105  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 DD1105
 DD1105  VERT ORDER  -  FIRST     CLASS II
 DD1105
 DD1105.The horizontal coordinates were scaled from a topographic map and have
 DD1105.an estimated accuracy of +/- 6 seconds.
 DD1105
 DD1105.The orthometric height was determined by differential leveling
 DD1105.and adjusted by the National Geodetic Survey in June 1991..
 DD1105
 DD1105.The geoid height was determined by GEOID03.
 DD1105
 DD1105.The dynamic height is computed by dividing the NAVD 88
 DD1105.geopotential number by the normal gravity value computed on the
 DD1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1105.degrees latitude (g = 980.6199 gals.).
 DD1105
 DD1105.The modeled gravity was interpolated from observed gravity values.
 DD1105
 DD1105;                    North         East    Units  Estimated Accuracy
 DD1105;SPC SC       -   178,680.      745,880.      MT  (+/- 180 meters Scaled)
 DD1105
 DD1105                          SUPERSEDED SURVEY CONTROL
 DD1105
 DD1105  NGVD 29 (03/21/89)    9.125  (m)           29.94   (f) ADJUSTED    1 2
 DD1105
 DD1105.Superseded values are not recommended for survey control.
 DD1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1105.See file dsdata.txt to determine how the superseded data were derived.
 DD1105
 DD1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT362005(NAD 83)
 DD1105_MARKER: DB = BENCH MARK DISK
 DD1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1105_SP_SET: CONCRETE POST
 DD1105_STAMPING: VERT 22 038 1982
 DD1105_MARK LOGO: SCGS  
 DD1105_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1105
 DD1105  HISTORY     - Date     Condition        Report By
 DD1105  HISTORY     - 1982     MONUMENTED       SCGS
 DD1105  HISTORY     - 19940611 GOOD             USPSQD
 DD1105  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 DD1105  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1105
 DD1105                          STATION DESCRIPTION
 DD1105
 DD1105'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1105'3.0 KM (1.9 MI) SE FROM ANDREWS.
 DD1105'3.5 KILOMETERS (2.2 MILES) SOUTH ALONG U.S. HIGHWAY 521 FROM THE
 DD1105'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1105'SET IN THE INTERSECTION OF A GRASSY ROAD LEADING NORTHEASTERLY
 DD1105'INTO THE WOODS, 17.0 METERS (56.2 FEET) NORTHEAST OF THE CENTER
 DD1105'LINE OF U.S. HIGHWAY 521, 5.2 METERS (17.0 FEET) NORTHWEST OF THE
 DD1105'APPROXIMATE CENTER OF A GRASSY ROAD, 2.0 METERS (6.9 FEET) EAST
 DD1105'SOUTHEAST OF A 12 INCH BLAZED PINE TREE.
 DD1105'THE MARK IS 0.80 METERS  SSW FROM A WITNESS POST.
 DD1105'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1105
 DD1105                          STATION RECOVERY (1994)
 DD1105
 DD1105'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1105'RECOVERED IN GOOD CONDITION.
 DD1105
 DD1105                          STATION RECOVERY (2004)
 DD1105
 DD1105'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1105'NO NE ROAD AT DISTANCE GIVEN.
 DD1105
 DD1105                          STATION RECOVERY (2006)
 DD1105
 DD1105'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1105'SEARCHED 30 MINUTES, AREA UNDERGONE MAJOR CHANGES, PRESUMED DESTROYED
 DD1105'BY US HIGHWAY 521 OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1106 ***********************************************************************
 DD1106  DESIGNATION -  22 039
 DD1106  PID         -  DD1106
 DD1106  STATE/COUNTY-  SC/GEORGETOWN
 DD1106  USGS QUAD   -  ANDREWS (1973)
 DD1106
 DD1106                         *CURRENT SURVEY CONTROL
 DD1106  ___________________________________________________________________
 DD1106* NAD 83(1986)-  33 25 38.     (N)    079 31 21.     (W)     SCALED    
 DD1106* NAVD 88     -         7.737  (meters)      25.38   (feet)  ADJUSTED  
 DD1106  ___________________________________________________________________
 DD1106  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DD1106  DYNAMIC HT  -           7.728 (meters)      25.35  (feet)  COMP
 DD1106  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DD1106
 DD1106  VERT ORDER  -  FIRST     CLASS II
 DD1106
 DD1106.The horizontal coordinates were scaled from a topographic map and have
 DD1106.an estimated accuracy of +/- 6 seconds.
 DD1106
 DD1106.The orthometric height was determined by differential leveling
 DD1106.and adjusted by the National Geodetic Survey in June 1991..
 DD1106
 DD1106.The geoid height was determined by GEOID03.
 DD1106
 DD1106.The dynamic height is computed by dividing the NAVD 88
 DD1106.geopotential number by the normal gravity value computed on the
 DD1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1106.degrees latitude (g = 980.6199 gals.).
 DD1106
 DD1106.The modeled gravity was interpolated from observed gravity values.
 DD1106
 DD1106;                    North         East    Units  Estimated Accuracy
 DD1106;SPC SC       -   177,740.      746,980.      MT  (+/- 180 meters Scaled)
 DD1106
 DD1106                          SUPERSEDED SURVEY CONTROL
 DD1106
 DD1106  NGVD 29 (03/21/89)    8.039  (m)           26.37   (f) ADJUSTED    1 2
 DD1106
 DD1106.Superseded values are not recommended for survey control.
 DD1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1106.See file dsdata.txt to determine how the superseded data were derived.
 DD1106
 DD1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS373996(NAD 83)
 DD1106_MARKER: DB = BENCH MARK DISK
 DD1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1106_SP_SET: CONCRETE POST
 DD1106_STAMPING: VERT 22 039 1982
 DD1106_MARK LOGO: SCGS  
 DD1106_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1106+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD1106
 DD1106  HISTORY     - Date     Condition        Report By
 DD1106  HISTORY     - 1982     MONUMENTED       SCGS
 DD1106  HISTORY     - 19940613 GOOD             USPSQD
 DD1106  HISTORY     - 20040604 GOOD             USPSQD
 DD1106  HISTORY     - 20051119 GOOD             USPSQD
 DD1106
 DD1106                          STATION DESCRIPTION
 DD1106
 DD1106'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1106'4.5 KM (2.8 MI) SE FROM ANDREWS.
 DD1106'5.0 KILOMETERS (3.1 MILES) SOUTH ALONG U.S. HIGHWAY 521 FROM
 DD1106'THE SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF
 DD1106'ANDREWS, SET IN THE WOODS AT THE INTERSECTION OF A SAND ROAD,
 DD1106'35.5 METERS (116.5 FEET) WEST-SOUTHWEST OF THE CENTER LINE OF
 DD1106'U.S. HIGHWAY 521, 20.7 METERS (68.0 FEET) SOUTH-SOUTHEAST OF THE
 DD1106'APPROXIMATE CENTER OF THE SAND ROAD, 5.8 METERS (19.0 FEET) NORTHEAST
 DD1106'OF A 24 INCH BLAZED PINE TREE.
 DD1106'THE MARK IS 1.10 METERS  NNW FROM A WITNESS POST.
 DD1106'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 521.
 DD1106
 DD1106                          STATION RECOVERY (1994)
 DD1106
 DD1106'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1106'RECOVERED IN GOOD CONDITION.
 DD1106
 DD1106                          STATION RECOVERY (2004)
 DD1106
 DD1106'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1106'SAND ROAD IS GALLOP ROAD.
 DD1106
 DD1106                          STATION RECOVERY (2005)
 DD1106
 DD1106'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1107 ***********************************************************************
 DD1107  DESIGNATION -  22 040
 DD1107  PID         -  DD1107
 DD1107  STATE/COUNTY-  SC/GEORGETOWN
 DD1107  USGS QUAD   -  ANDREWS (1973)
 DD1107
 DD1107                         *CURRENT SURVEY CONTROL
 DD1107  ___________________________________________________________________
 DD1107* NAD 83(1986)-  33 25 01.     (N)    079 30 26.     (W)     SCALED    
 DD1107* NAVD 88     -         6.976  (meters)      22.89   (feet)  ADJUSTED  
 DD1107  ___________________________________________________________________
 DD1107  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DD1107  DYNAMIC HT  -           6.969 (meters)      22.86  (feet)  COMP
 DD1107  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DD1107
 DD1107  VERT ORDER  -  FIRST     CLASS II
 DD1107
 DD1107.The horizontal coordinates were scaled from a topographic map and have
 DD1107.an estimated accuracy of +/- 6 seconds.
 DD1107
 DD1107.The orthometric height was determined by differential leveling
 DD1107.and adjusted by the National Geodetic Survey in June 1991..
 DD1107
 DD1107.The geoid height was determined by GEOID03.
 DD1107
 DD1107.The dynamic height is computed by dividing the NAVD 88
 DD1107.geopotential number by the normal gravity value computed on the
 DD1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1107.degrees latitude (g = 980.6199 gals.).
 DD1107
 DD1107.The modeled gravity was interpolated from observed gravity values.
 DD1107
 DD1107;                    North         East    Units  Estimated Accuracy
 DD1107;SPC SC       -   176,620.      748,410.      MT  (+/- 180 meters Scaled)
 DD1107
 DD1107                          SUPERSEDED SURVEY CONTROL
 DD1107
 DD1107  NGVD 29 (03/21/89)    7.278  (m)           23.88   (f) ADJUSTED    1 2
 DD1107
 DD1107.Superseded values are not recommended for survey control.
 DD1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1107.See file dsdata.txt to determine how the superseded data were derived.
 DD1107
 DD1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS387985(NAD 83)
 DD1107_MARKER: DB = BENCH MARK DISK
 DD1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1107_SP_SET: CONCRETE POST
 DD1107_STAMPING: VERT 22 040 1982
 DD1107_MARK LOGO: SCGS  
 DD1107_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1107
 DD1107  HISTORY     - Date     Condition        Report By
 DD1107  HISTORY     - 1982     MONUMENTED       SCGS
 DD1107  HISTORY     - 19940613 MARK NOT FOUND   USPSQD
 DD1107  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 DD1107  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 DD1107  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1107
 DD1107                          STATION DESCRIPTION
 DD1107
 DD1107'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1107'6.3 KM (3.95 MI) SE FROM ANDREWS.
 DD1107'6.8 KILOMETERS (4.25 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1107'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1107'SET IN THE SOUTH ANGLE OF THE INTERSECTION OF A SAND ROAD, 19.2 METERS
 DD1107'(63.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 DD1107'12.7 METERS (41.9 FEET) SOUTHWEST OF THE CENTER LINE OF U.S.
 DD1107'HIGHWAY 521 AND 4.6 METERS (15.0 FEET) WEST-NORTHWEST OF A TWELVE
 DD1107'INCH BLAZED PINE TREE.
 DD1107'THE MARK IS 0.70 METERS  NE FROM A WITNESS POST.
 DD1107'THE MARK IS 0.60 M BELOW U.S. HIGHWAY 521.
 DD1107
 DD1107                          STATION RECOVERY (1994)
 DD1107
 DD1107'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1107'MARK NOT FOUND.
 DD1107
 DD1107                          STATION RECOVERY (2004)
 DD1107
 DD1107'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1107'SEARCHED SW SIDE OF US 521 WITH MICRONTA 4001.  NO WP HERE NOW.
 DD1107
 DD1107                          STATION RECOVERY (2004)
 DD1107
 DD1107'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1107'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 DD1107'FOUND.
 DD1107
 DD1107                          STATION RECOVERY (2006)
 DD1107
 DD1107'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1107'SEARCHED 20 MINUTES, PULLED TAPE FROM AVAILABLE REFERENCES, PRESUMED
 DD1107'DESTROYED BY ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1108 ***********************************************************************
 DD1108  DESIGNATION -  22 041
 DD1108  PID         -  DD1108
 DD1108  STATE/COUNTY-  SC/GEORGETOWN
 DD1108  USGS QUAD   -  OLIN (1973)
 DD1108
 DD1108                         *CURRENT SURVEY CONTROL
 DD1108  ___________________________________________________________________
 DD1108* NAD 83(1986)-  33 24 25.     (N)    079 29 27.     (W)     SCALED    
 DD1108* NAVD 88     -         6.157  (meters)      20.20   (feet)  ADJUSTED  
 DD1108  ___________________________________________________________________
 DD1108  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DD1108  DYNAMIC HT  -           6.150 (meters)      20.18  (feet)  COMP
 DD1108  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DD1108
 DD1108  VERT ORDER  -  FIRST     CLASS II
 DD1108
 DD1108.The horizontal coordinates were scaled from a topographic map and have
 DD1108.an estimated accuracy of +/- 6 seconds.
 DD1108
 DD1108.The orthometric height was determined by differential leveling
 DD1108.and adjusted by the National Geodetic Survey in June 1991..
 DD1108
 DD1108.The geoid height was determined by GEOID03.
 DD1108
 DD1108.The dynamic height is computed by dividing the NAVD 88
 DD1108.geopotential number by the normal gravity value computed on the
 DD1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1108.degrees latitude (g = 980.6199 gals.).
 DD1108
 DD1108.The modeled gravity was interpolated from observed gravity values.
 DD1108
 DD1108;                    North         East    Units  Estimated Accuracy
 DD1108;SPC SC       -   175,530.      749,950.      MT  (+/- 180 meters Scaled)
 DD1108
 DD1108                          SUPERSEDED SURVEY CONTROL
 DD1108
 DD1108  NGVD 29 (03/21/89)    6.459  (m)           21.19   (f) ADJUSTED    1 2
 DD1108
 DD1108.Superseded values are not recommended for survey control.
 DD1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1108.See file dsdata.txt to determine how the superseded data were derived.
 DD1108
 DD1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS403974(NAD 83)
 DD1108_MARKER: DB = BENCH MARK DISK
 DD1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1108_SP_SET: CONCRETE POST
 DD1108_STAMPING: VERT 22 041 1982
 DD1108_MARK LOGO: SCGS  
 DD1108_PROJECTION: RECESSED 7 CENTIMETERS
 DD1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1108
 DD1108  HISTORY     - Date     Condition        Report By
 DD1108  HISTORY     - 1982     MONUMENTED       SCGS
 DD1108  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DD1108  HISTORY     - 19940613 MARK NOT FOUND   USPSQD
 DD1108  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 DD1108  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 DD1108
 DD1108                          STATION DESCRIPTION
 DD1108
 DD1108'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1108'8.1 KM (5.05 MI) SE FROM ANDREWS.
 DD1108'8.6 KILOMETERS (5.35 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1108'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1108'SET IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A GRASSY ROAD
 DD1108'ACROSS FROM A TWO STORY BRICK HOUSE, 13.8 METERS (45.6 FEET) NORTHEAST
 DD1108'OF THE CENTER LINE OF U.S. HIGHWAY 521, 7.6 METERS (25.0 FEET)
 DD1108'SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRASSY ROAD, 1.7 METERS
 DD1108'(5.9 FEET) SOUTH-SOUTHWEST OF A POWER POLE AND 2.6 METERS (8.7 FEET)
 DD1108'EAST-NORTHEAST OF A TEN INCH PINE TREE AT THE END OF A ROW OF PINE
 DD1108'TREES.
 DD1108'THE MARK IS 2.80 METERS  E FROM A WITNESS POST.
 DD1108'THE MARK IS 0.60 M BELOW U.S. HIGHWAY 521.
 DD1108
 DD1108                          STATION RECOVERY (1989)
 DD1108
 DD1108'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1108'MARK NOT FOUND.
 DD1108
 DD1108                          STATION RECOVERY (1994)
 DD1108
 DD1108'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1108'MARK NOT FOUND.
 DD1108
 DD1108                          STATION RECOVERY (2004)
 DD1108
 DD1108'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1108'SEARCHED NE SIDE OF US 521 WITH MICRONTA 4001.  NO WP HERE NOW.
 DD1108
 DD1108                          STATION RECOVERY (2004)
 DD1108
 DD1108'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1108'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 DD1108'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1109 ***********************************************************************
 DD1109  DESIGNATION -  22 042
 DD1109  PID         -  DD1109
 DD1109  STATE/COUNTY-  SC/GEORGETOWN
 DD1109  USGS QUAD   -  OLIN (1973)
 DD1109
 DD1109                         *CURRENT SURVEY CONTROL
 DD1109  ___________________________________________________________________
 DD1109* NAD 83(1986)-  33 23 52.     (N)    079 28 42.     (W)     SCALED    
 DD1109* NAVD 88     -         8.102  (meters)      26.58   (feet)  ADJUSTED  
 DD1109  ___________________________________________________________________
 DD1109  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DD1109  DYNAMIC HT  -           8.094 (meters)      26.56  (feet)  COMP
 DD1109  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 DD1109
 DD1109  VERT ORDER  -  FIRST     CLASS II
 DD1109
 DD1109.The horizontal coordinates were scaled from a topographic map and have
 DD1109.an estimated accuracy of +/- 6 seconds.
 DD1109
 DD1109.The orthometric height was determined by differential leveling
 DD1109.and adjusted by the National Geodetic Survey in June 1991..
 DD1109
 DD1109.The geoid height was determined by GEOID03.
 DD1109
 DD1109.The dynamic height is computed by dividing the NAVD 88
 DD1109.geopotential number by the normal gravity value computed on the
 DD1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1109.degrees latitude (g = 980.6199 gals.).
 DD1109
 DD1109.The modeled gravity was interpolated from observed gravity values.
 DD1109
 DD1109;                    North         East    Units  Estimated Accuracy
 DD1109;SPC SC       -   174,530.      751,130.      MT  (+/- 180 meters Scaled)
 DD1109
 DD1109                          SUPERSEDED SURVEY CONTROL
 DD1109
 DD1109  NGVD 29 (03/21/89)    8.405  (m)           27.58   (f) ADJUSTED    1 2
 DD1109
 DD1109.Superseded values are not recommended for survey control.
 DD1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1109.See file dsdata.txt to determine how the superseded data were derived.
 DD1109
 DD1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS415964(NAD 83)
 DD1109_MARKER: DD = SURVEY DISK
 DD1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1109_SP_SET: CONCRETE POST
 DD1109_STAMPING: VERT 22 042 1982
 DD1109_MARK LOGO: SCGS  
 DD1109_PROJECTION: FLUSH
 DD1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1109+STABILITY: SURFACE MOTION
 DD1109
 DD1109  HISTORY     - Date     Condition        Report By
 DD1109  HISTORY     - 1982     MONUMENTED       SCGS
 DD1109  HISTORY     - 1987     GOOD             SCGS
 DD1109  HISTORY     - 1989     GOOD             USPSQD
 DD1109  HISTORY     - 19940613 GOOD             USPSQD
 DD1109  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 DD1109
 DD1109                          STATION DESCRIPTION
 DD1109
 DD1109'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1109'9.6 KM (6.0 MI) SE FROM ANDREWS.
 DD1109'10.1 KILOMETERS (6.3 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1109'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF
 DD1109'ANDREWS, SET NEAR A POWER POLE WITH A PHONE JUNCTION BOX, 16.5 METERS
 DD1109'(54.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF A SAND DRIVE
 DD1109'LEADING TO A MOBILE HOME TRAILER RIGHT NEXT TO A TIMBER LINE,
 DD1109'11.9 METERS (39.3 FEET) SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 DD1109'521, 4.6 METERS (15.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER
 DD1109'OF A SAND DRIVE JUST EAST OF THE OTHER ONE AND 0.9 METER (3.0 FEET)
 DD1109'SOUTH-SOUTHWEST OF POWER POLE 30.
 DD1109'THE MARK IS 1.20 METERS  NE FROM A WITNESS POST.
 DD1109'THE MARK IS 0.90 M BELOW U.S. HIGHWAY 521.
 DD1109
 DD1109                          STATION RECOVERY (1987)
 DD1109
 DD1109'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1109'RECOVERED IN GOOD CONDITION.
 DD1109
 DD1109                          STATION RECOVERY (1989)
 DD1109
 DD1109'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1109'RECOVERED IN GOOD CONDITION.
 DD1109
 DD1109                          STATION RECOVERY (1994)
 DD1109
 DD1109'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1109'RECOVERED IN GOOD CONDITION.
 DD1109
 DD1109                          STATION RECOVERY (2004)
 DD1109
 DD1109'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1109'SEARCHED NEAR ENTRANCE TO MOBILE HOME WITH MICRONTA 4001.  NO WP HERE
 DD1109'NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1110 ***********************************************************************
 DD1110  DESIGNATION -  22 043
 DD1110  PID         -  DD1110
 DD1110  STATE/COUNTY-  SC/GEORGETOWN
 DD1110  USGS QUAD   -  OLIN (1973)
 DD1110
 DD1110                         *CURRENT SURVEY CONTROL
 DD1110  ___________________________________________________________________
 DD1110* NAD 83(1986)-  33 23 11.     (N)    079 27 43.     (W)     SCALED    
 DD1110* NAVD 88     -        12.368  (meters)      40.58   (feet)  ADJUSTED  
 DD1110  ___________________________________________________________________
 DD1110  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DD1110  DYNAMIC HT  -          12.355 (meters)      40.53  (feet)  COMP
 DD1110  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 DD1110
 DD1110  VERT ORDER  -  FIRST     CLASS II
 DD1110
 DD1110.The horizontal coordinates were scaled from a topographic map and have
 DD1110.an estimated accuracy of +/- 6 seconds.
 DD1110
 DD1110.The orthometric height was determined by differential leveling
 DD1110.and adjusted by the National Geodetic Survey in June 1991..
 DD1110
 DD1110.The geoid height was determined by GEOID03.
 DD1110
 DD1110.The dynamic height is computed by dividing the NAVD 88
 DD1110.geopotential number by the normal gravity value computed on the
 DD1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1110.degrees latitude (g = 980.6199 gals.).
 DD1110
 DD1110.The modeled gravity was interpolated from observed gravity values.
 DD1110
 DD1110;                    North         East    Units  Estimated Accuracy
 DD1110;SPC SC       -   173,290.      752,670.      MT  (+/- 180 meters Scaled)
 DD1110
 DD1110                          SUPERSEDED SURVEY CONTROL
 DD1110
 DD1110  NGVD 29 (03/21/89)   12.671  (m)           41.57   (f) ADJUSTED    1 2
 DD1110
 DD1110.Superseded values are not recommended for survey control.
 DD1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1110.See file dsdata.txt to determine how the superseded data were derived.
 DD1110
 DD1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS430951(NAD 83)
 DD1110_MARKER: DD = SURVEY DISK
 DD1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1110_SP_SET: CONCRETE POST
 DD1110_STAMPING: VERT 22 043 1982
 DD1110_MARK LOGO: SCGS  
 DD1110_PROJECTION: FLUSH
 DD1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1110+STABILITY: SURFACE MOTION
 DD1110
 DD1110  HISTORY     - Date     Condition        Report By
 DD1110  HISTORY     - 1982     MONUMENTED       SCGS
 DD1110  HISTORY     - 1987     GOOD             SCGS
 DD1110  HISTORY     - 1989     GOOD             USPSQD
 DD1110  HISTORY     - 19940613 GOOD             USPSQD
 DD1110  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 DD1110
 DD1110                          STATION DESCRIPTION
 DD1110
 DD1110'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1110'11.5 KM (7.15 MI) SE FROM ANDREWS.
 DD1110'12.0 KILOMETERS (7.45 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1110'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1110'SET NEAR A POWER POLE JUST NORTHWEST OF A LARGE WOOD BUILDING,
 DD1110'43.0 METERS (141.0 FEET) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 DD1110'OF THE WOOD BUILDING, 13.6 METERS (44.6 FEET) SOUTHWEST OF THE
 DD1110'CENTER LINE OF U.S. HIGHWAY 521, 14.6 METERS (48.0 FEET) NORTHWEST
 DD1110'OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING TO THE BUILDING,
 DD1110'2.2 METERS (7.2 FEET) SOUTHWEST OF A POWER POLE 32 83 P AND 13.8
 DD1110'METERS (45.4 FEET) SOUTH-SOUTHEAST OF A PHONE JUNCTION BOX.
 DD1110'THE MARK IS 2.00 METERS  NE FROM A WITNESS POST.
 DD1110'THE MARK IS 0.60 M ABOVE U.S. HIGHWAY 521.
 DD1110
 DD1110                          STATION RECOVERY (1987)
 DD1110
 DD1110'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1110'RECOVERED IN GOOD CONDITION.
 DD1110
 DD1110                          STATION RECOVERY (1989)
 DD1110
 DD1110'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1110'RECOVERED IN GOOD CONDITION.
 DD1110
 DD1110                          STATION RECOVERY (1994)
 DD1110
 DD1110'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1110'RECOVERED IN GOOD CONDITION.
 DD1110
 DD1110                          STATION RECOVERY (2004)
 DD1110
 DD1110'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1110'NO LARGE WOODEN BUILDINGS HERE NOW AND NO WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1111 ***********************************************************************
 DD1111  DESIGNATION -  22 044
 DD1111  PID         -  DD1111
 DD1111  STATE/COUNTY-  SC/GEORGETOWN
 DD1111  USGS QUAD   -  OLIN (1973)
 DD1111
 DD1111                         *CURRENT SURVEY CONTROL
 DD1111  ___________________________________________________________________
 DD1111* NAD 83(1986)-  33 22 37.     (N)    079 26 50.     (W)     SCALED    
 DD1111* NAVD 88     -         5.800  (meters)      19.03   (feet)  ADJUSTED  
 DD1111  ___________________________________________________________________
 DD1111  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 DD1111  DYNAMIC HT  -           5.794 (meters)      19.01  (feet)  COMP
 DD1111  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 DD1111
 DD1111  VERT ORDER  -  FIRST     CLASS II
 DD1111
 DD1111.The horizontal coordinates were scaled from a topographic map and have
 DD1111.an estimated accuracy of +/- 6 seconds.
 DD1111
 DD1111.The orthometric height was determined by differential leveling
 DD1111.and adjusted by the National Geodetic Survey in June 1991..
 DD1111
 DD1111.The geoid height was determined by GEOID03.
 DD1111
 DD1111.The dynamic height is computed by dividing the NAVD 88
 DD1111.geopotential number by the normal gravity value computed on the
 DD1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1111.degrees latitude (g = 980.6199 gals.).
 DD1111
 DD1111.The modeled gravity was interpolated from observed gravity values.
 DD1111
 DD1111;                    North         East    Units  Estimated Accuracy
 DD1111;SPC SC       -   172,270.      754,060.      MT  (+/- 180 meters Scaled)
 DD1111
 DD1111                          SUPERSEDED SURVEY CONTROL
 DD1111
 DD1111  NGVD 29 (03/21/89)    6.103  (m)           20.02   (f) ADJUSTED    1 2
 DD1111
 DD1111.Superseded values are not recommended for survey control.
 DD1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1111.See file dsdata.txt to determine how the superseded data were derived.
 DD1111
 DD1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS444941(NAD 83)
 DD1111_MARKER: DD = SURVEY DISK
 DD1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1111_SP_SET: CONCRETE POST
 DD1111_STAMPING: VERT 22 044 1982
 DD1111_MARK LOGO: SCGS  
 DD1111_PROJECTION: FLUSH
 DD1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1111+STABILITY: SURFACE MOTION
 DD1111
 DD1111  HISTORY     - Date     Condition        Report By
 DD1111  HISTORY     - 1982     MONUMENTED       SCGS
 DD1111  HISTORY     - 1987     GOOD             SCGS
 DD1111  HISTORY     - 1989     GOOD             USPSQD
 DD1111  HISTORY     - 19940613 MARK NOT FOUND   USPSQD
 DD1111  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 DD1111
 DD1111                          STATION DESCRIPTION
 DD1111
 DD1111'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1111'13.2 KM (8.2 MI) SE FROM ANDREWS.
 DD1111'13.7 KILOMETERS (8.5 MILES) SOUTH ALONG U.S. HIGHWAY 521 FROM
 DD1111'THE SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF
 DD1111'ANDREWS, SET IN THE SOUTH ANGLE OF THE INTERSECTION OF A SAND
 DD1111'DRIVE, 20.4 METERS (67.0 FEET) SOUTHWEST OF THE CENTER LINE
 DD1111'OF U.S. HIGHWAY 521, 16.8 METERS (55.5 FEET) SOUTH-SOUTHEAST OF
 DD1111'A POWER POLE, 7.7 METERS (25.3 FEET) EAST-SOUTHEAST OF THE
 DD1111'APPROXIMATE CENTER OF THE SAND DRIVE.
 DD1111'THE MARK IS 2.50 METERS  WNW FROM A WITNESS POST.
 DD1111'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 521.
 DD1111
 DD1111                          STATION RECOVERY (1987)
 DD1111
 DD1111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1111'RECOVERED IN GOOD CONDITION.
 DD1111
 DD1111                          STATION RECOVERY (1989)
 DD1111
 DD1111'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1111'RECOVERED IN GOOD CONDITION.
 DD1111
 DD1111                          STATION RECOVERY (1994)
 DD1111
 DD1111'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1111'MARK NOT FOUND.
 DD1111
 DD1111                          STATION RECOVERY (2004)
 DD1111
 DD1111'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1111'NO SAND ROAD AT DISTANCE GIVEN. NO WPS HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1112 ***********************************************************************
 DD1112  DESIGNATION -  22 045
 DD1112  PID         -  DD1112
 DD1112  STATE/COUNTY-  SC/GEORGETOWN
 DD1112  USGS QUAD   -  OLIN (1973)
 DD1112
 DD1112                         *CURRENT SURVEY CONTROL
 DD1112  ___________________________________________________________________
 DD1112* NAD 83(1986)-  33 22 48.     (N)    079 25 41.     (W)     SCALED    
 DD1112* NAVD 88     -         3.833  (meters)      12.58   (feet)  ADJUSTED  
 DD1112  ___________________________________________________________________
 DD1112  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD1112  DYNAMIC HT  -           3.829 (meters)      12.56  (feet)  COMP
 DD1112  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 DD1112
 DD1112  VERT ORDER  -  FIRST     CLASS II
 DD1112
 DD1112.The horizontal coordinates were scaled from a topographic map and have
 DD1112.an estimated accuracy of +/- 6 seconds.
 DD1112
 DD1112.The orthometric height was determined by differential leveling
 DD1112.and adjusted by the National Geodetic Survey in June 1991..
 DD1112
 DD1112.The geoid height was determined by GEOID03.
 DD1112
 DD1112.The dynamic height is computed by dividing the NAVD 88
 DD1112.geopotential number by the normal gravity value computed on the
 DD1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1112.degrees latitude (g = 980.6199 gals.).
 DD1112
 DD1112.The modeled gravity was interpolated from observed gravity values.
 DD1112
 DD1112;                    North         East    Units  Estimated Accuracy
 DD1112;SPC SC       -   172,630.      755,840.      MT  (+/- 180 meters Scaled)
 DD1112
 DD1112                          SUPERSEDED SURVEY CONTROL
 DD1112
 DD1112  NGVD 29 (03/21/89)    4.136  (m)           13.57   (f) ADJUSTED    1 2
 DD1112
 DD1112.Superseded values are not recommended for survey control.
 DD1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1112.See file dsdata.txt to determine how the superseded data were derived.
 DD1112
 DD1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS462945(NAD 83)
 DD1112_MARKER: DD = SURVEY DISK
 DD1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1112_SP_SET: CONCRETE POST
 DD1112_STAMPING: VERT 22 045 1982
 DD1112_MARK LOGO: SCGS  
 DD1112_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1112_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1112+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD1112
 DD1112  HISTORY     - Date     Condition        Report By
 DD1112  HISTORY     - 1982     MONUMENTED       SCGS
 DD1112  HISTORY     - 1987     GOOD             SCGS
 DD1112  HISTORY     - 1989     POOR             USPSQD
 DD1112  HISTORY     - 19900301 GOOD             HOBBS
 DD1112  HISTORY     - 19940614 GOOD             USPSQD
 DD1112  HISTORY     - 20040604 GOOD             USPSQD
 DD1112  HISTORY     - 20051119 GOOD             USPSQD
 DD1112
 DD1112                          STATION DESCRIPTION
 DD1112
 DD1112'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1112'15.0 KM (9.35 MI) SE FROM ANDREWS.
 DD1112'15.5 KILOMETERS (9.65 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1112'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS, SET
 DD1112'AT THE CROSSING OF THE RAILROAD TRACKS, 12.0 METERS (39.7 FEET) EAST-
 DD1112'SOUTHEAST OF THE SIGNAL LIGHT ON THE SOUTH SIDE OF THE ROAD, 11.9
 DD1112'METERS (39.5 FEET) SOUTH-SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 DD1112'521, 7.5 METERS (24.5 FEET) EAST-NORTHEAST OF THE EAST RAIL, 4.9
 DD1112'METERS (16.5 FEET) NORTH-NORTHEAST OF A POWER POLE WITH A METER ON
 DD1112'IT.
 DD1112'THE MARK IS 1.10 METERS  WNW FROM A WITNESS POST.
 DD1112'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 521.
 DD1112
 DD1112                          STATION RECOVERY (1987)
 DD1112
 DD1112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1112'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 0.15 KM
 DD1112'(0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET STREET)
 DD1112'FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER STREET)
 DD1112'IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1112'STREET) IN GEORGETOWN, CONTINUE 13.6 KM (8.45 MI) WESTERLY ALONG
 DD1112'HIGHWAYS 521 AND 17 ALTERNATE (HIGHMARKET STREET), SET NEAR A SIGNAL
 DD1112'LIGHT IN THE SOUTHEAST ANGLE OF A RAILROAD CROSSING, 11.95 METERS
 DD1112'(39.2 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 DD1112'THE HIGHWAY, 7.49 METERS (24.6 FT) EAST OF THE EAST RAIL OF THE
 DD1112'TRACKS, 5.96 METERS (19.6 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 DD1112'OF A SIGNAL CONTROL BOX, 18.8 METERS (61.7 FT) SOUTH-SOUTHEAST OF A
 DD1112'SIGNAL LIGHT IN THE MEDIAN OF THE HIGHWAY.
 DD1112'THE MARK IS 0.38 METERS  N FROM  A WITNESS POST
 DD1112'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD1112
 DD1112                          STATION RECOVERY (1989)
 DD1112
 DD1112'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1112'MARK RECOVERED IN POOR CONDITION.
 DD1112
 DD1112                          STATION RECOVERY (1990)
 DD1112
 DD1112'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 DD1112'RECOVERED IN GOOD CONDITION.
 DD1112
 DD1112                          STATION RECOVERY (1994)
 DD1112
 DD1112'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1112'RECOVERED IN GOOD CONDITION.
 DD1112
 DD1112                          STATION RECOVERY (2004)
 DD1112
 DD1112'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1112'RECOVERED IN GOOD CONDITION.
 DD1112
 DD1112                          STATION RECOVERY (2005)
 DD1112
 DD1112'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1113 ***********************************************************************
 DD1113  DESIGNATION -  22 046
 DD1113  PID         -  DD1113
 DD1113  STATE/COUNTY-  SC/GEORGETOWN
 DD1113  USGS QUAD   -  OLIN (1973)
 DD1113
 DD1113                         *CURRENT SURVEY CONTROL
 DD1113  ___________________________________________________________________
 DD1113* NAD 83(1986)-  33 23 08.     (N)    079 24 44.     (W)     SCALED    
 DD1113* NAVD 88     -         2.537  (meters)       8.32   (feet)  ADJUSTED  
 DD1113  ___________________________________________________________________
 DD1113  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DD1113  DYNAMIC HT  -           2.534 (meters)       8.31  (feet)  COMP
 DD1113  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DD1113
 DD1113  VERT ORDER  -  FIRST     CLASS II
 DD1113
 DD1113.The horizontal coordinates were scaled from a topographic map and have
 DD1113.an estimated accuracy of +/- 6 seconds.
 DD1113
 DD1113.The orthometric height was determined by differential leveling
 DD1113.and adjusted by the National Geodetic Survey in June 1991..
 DD1113
 DD1113.The geoid height was determined by GEOID03.
 DD1113
 DD1113.The dynamic height is computed by dividing the NAVD 88
 DD1113.geopotential number by the normal gravity value computed on the
 DD1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1113.degrees latitude (g = 980.6199 gals.).
 DD1113
 DD1113.The modeled gravity was interpolated from observed gravity values.
 DD1113
 DD1113;                    North         East    Units  Estimated Accuracy
 DD1113;SPC SC       -   173,270.      757,300.      MT  (+/- 180 meters Scaled)
 DD1113
 DD1113                          SUPERSEDED SURVEY CONTROL
 DD1113
 DD1113  NGVD 29 (03/21/89)    2.841  (m)            9.32   (f) ADJUSTED    1 2
 DD1113
 DD1113.Superseded values are not recommended for survey control.
 DD1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1113.See file dsdata.txt to determine how the superseded data were derived.
 DD1113
 DD1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS476951(NAD 83)
 DD1113_MARKER: DB = BENCH MARK DISK
 DD1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1113_SP_SET: CONCRETE POST
 DD1113_STAMPING: VERT 22 046 1982
 DD1113_MARK LOGO: SCGS  
 DD1113_PROJECTION: RECESSED 7 CENTIMETERS
 DD1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1113
 DD1113  HISTORY     - Date     Condition        Report By
 DD1113  HISTORY     - 1982     MONUMENTED       SCGS
 DD1113  HISTORY     - 1987     MARK NOT FOUND   SCGS
 DD1113  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 DD1113  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 DD1113
 DD1113                          STATION DESCRIPTION
 DD1113
 DD1113'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1113'16.6 KM (10.35 MI) SE FROM ANDREWS.
 DD1113'17.1 KILOMETERS (10.65 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1113'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1113'SET NEAR A POWER POLE JUST WEST OF A ONE BRICK HOUSE, 62.3 METERS
 DD1113'(204.7 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK HOUSE,
 DD1113'15.3 METERS (50.3 FEET) NORTH-NORTHWEST OF THE CENTER LINE OF U.S.
 DD1113'HIGHWAY 521, 5.6 METERS (18.5 FEET) SOUTH-SOUTHEAST OF A LONE
 DD1113'EIGHTEEN INCH WATER OAK TREE AND 1.2 METERS (4.0 FEET) NORTH-NORTHWEST
 DD1113'OF A TELEPHONE POLE.
 DD1113'THE MARK IS 2.20 METERS  NE FROM A WITNESS POST.
 DD1113'THE MARK IS 0.90 M BELOW U.S. HIGHWAY 521.
 DD1113
 DD1113                          STATION RECOVERY (1987)
 DD1113
 DD1113'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1113'NOT RECOVERED, PRESUMED DESTROYED BY CONSTRUCTION.
 DD1113
 DD1113                          STATION RECOVERY (1994)
 DD1113
 DD1113'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1113'MARK NOT FOUND.
 DD1113
 DD1113                          STATION RECOVERY (2004)
 DD1113
 DD1113'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1113'SEARCHED NEAR PP WITH MICRONTA 4001.  US 521 IS NOW A DUAL HIGHWAY AND
 DD1113'MARKER MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1118 ***********************************************************************
 DD1118  DESIGNATION -  22 048
 DD1118  PID         -  DD1118
 DD1118  STATE/COUNTY-  SC/GEORGETOWN
 DD1118  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1118
 DD1118                         *CURRENT SURVEY CONTROL
 DD1118  ___________________________________________________________________
 DD1118* NAD 83(1986)-  33 23 33.     (N)    079 21 34.     (W)     SCALED    
 DD1118* NAVD 88     -         3.683  (meters)      12.08   (feet)  ADJUSTED  
 DD1118  ___________________________________________________________________
 DD1118  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DD1118  DYNAMIC HT  -           3.679 (meters)      12.07  (feet)  COMP
 DD1118  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 DD1118
 DD1118  VERT ORDER  -  FIRST     CLASS II
 DD1118
 DD1118.The horizontal coordinates were scaled from a topographic map and have
 DD1118.an estimated accuracy of +/- 6 seconds.
 DD1118
 DD1118.The orthometric height was determined by differential leveling
 DD1118.and adjusted by the National Geodetic Survey in June 1991..
 DD1118
 DD1118.The geoid height was determined by GEOID03.
 DD1118
 DD1118.The dynamic height is computed by dividing the NAVD 88
 DD1118.geopotential number by the normal gravity value computed on the
 DD1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1118.degrees latitude (g = 980.6199 gals.).
 DD1118
 DD1118.The modeled gravity was interpolated from observed gravity values.
 DD1118
 DD1118;                    North         East    Units  Estimated Accuracy
 DD1118;SPC SC       -   174,120.      762,200.      MT  (+/- 180 meters Scaled)
 DD1118
 DD1118                          SUPERSEDED SURVEY CONTROL
 DD1118
 DD1118  NGVD 29 (03/21/89)    3.986  (m)           13.08   (f) ADJUSTED    1 2
 DD1118
 DD1118.Superseded values are not recommended for survey control.
 DD1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1118.See file dsdata.txt to determine how the superseded data were derived.
 DD1118
 DD1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS525960(NAD 83)
 DD1118_MARKER: DB = BENCH MARK DISK
 DD1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1118_SP_SET: CONCRETE POST
 DD1118_STAMPING: VERT 22 048 1982
 DD1118_MARK LOGO: SCGS  
 DD1118_PROJECTION: RECESSED 7 CENTIMETERS
 DD1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1118
 DD1118  HISTORY     - Date     Condition        Report By
 DD1118  HISTORY     - 1982     MONUMENTED       SCGS
 DD1118  HISTORY     - 1987     MARK NOT FOUND   SCGS
 DD1118  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 DD1118  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1118
 DD1118                          STATION DESCRIPTION
 DD1118
 DD1118'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1118'7.2 KM (4.55 MI) NW FROM GEORGETOWN.
 DD1118'7.2 KILOMETERS (4.55 MILES) NORTH ALONG U.S. HIGHWAY 521 FROM
 DD1118'THE JUNCTION OF U.S. HIGHWAY 17 IN GEORGETOWN, SET IN THE FRONT
 DD1118'YARD OF A ONE STORY HOUSE, NEAR A LIGHT POLE, 18.7 METERS (61.8 FEET)
 DD1118'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 521, 14.8 METERS
 DD1118'(48.6 FEET) SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 7.8 METERS
 DD1118'(25.6 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 DD1118'DRIVE LEADING TO A ONE STALL GARAGE, 1.1 METERS (3.7 FEET) WEST
 DD1118'SOUTHWEST OF A LIGHT POLE.
 DD1118'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 521.
 DD1118
 DD1118                          STATION RECOVERY (1987)
 DD1118
 DD1118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1118'NOT RECOVERED, MEASUREMENTS LEAD TO A CONCRETE DRIVEWAY, PRESUMED
 DD1118'DESTROYED.
 DD1118
 DD1118                          STATION RECOVERY (1994)
 DD1118
 DD1118'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1118'MARK NOT FOUND.
 DD1118
 DD1118                          STATION RECOVERY (2006)
 DD1118
 DD1118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1118'SEARCHED 20 MINUTES, MEASUREMENTS LED TO A CONCRETE DRIVEWAY, PRESUMED
 DD1118'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1984 ***********************************************************************
 DD1984  DESIGNATION -  22 048 RESET
 DD1984  PID         -  DD1984
 DD1984  STATE/COUNTY-  SC/GEORGETOWN
 DD1984  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1984
 DD1984                         *CURRENT SURVEY CONTROL
 DD1984  ___________________________________________________________________
 DD1984* NAD 83(1986)-  33 23 34.     (N)    079 21 32.     (W)     SCALED    
 DD1984* NAVD 88     -         3.550  (meters)      11.65   (feet)  ADJUSTED  
 DD1984  ___________________________________________________________________
 DD1984  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DD1984  DYNAMIC HT  -           3.546 (meters)      11.63  (feet)  COMP
 DD1984  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 DD1984
 DD1984  VERT ORDER  -  FIRST     CLASS II
 DD1984
 DD1984.The horizontal coordinates were scaled from a topographic map and have
 DD1984.an estimated accuracy of +/- 6 seconds.
 DD1984
 DD1984.The orthometric height was determined by differential leveling
 DD1984.and adjusted by the National Geodetic Survey in June 1991..
 DD1984
 DD1984.The geoid height was determined by GEOID03.
 DD1984
 DD1984.The dynamic height is computed by dividing the NAVD 88
 DD1984.geopotential number by the normal gravity value computed on the
 DD1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1984.degrees latitude (g = 980.6199 gals.).
 DD1984
 DD1984.The modeled gravity was interpolated from observed gravity values.
 DD1984
 DD1984;                    North         East    Units  Estimated Accuracy
 DD1984;SPC SC       -   174,150.      762,250.      MT  (+/- 180 meters Scaled)
 DD1984
 DD1984                          SUPERSEDED SURVEY CONTROL
 DD1984
 DD1984  NGVD 29 (03/21/89)    3.854  (m)           12.64   (f) ADJUSTED    1 2
 DD1984
 DD1984.Superseded values are not recommended for survey control.
 DD1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1984.See file dsdata.txt to determine how the superseded data were derived.
 DD1984
 DD1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS526960(NAD 83)
 DD1984_MARKER: DD = SURVEY DISK
 DD1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1984_SP_SET: CONCRETE POST
 DD1984_STAMPING: VERT 22 048 RESET 1985
 DD1984_MARK LOGO: SCGS  
 DD1984_PROJECTION: RECESSED 7 CENTIMETERS
 DD1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1984+STABILITY: SURFACE MOTION
 DD1984
 DD1984  HISTORY     - Date     Condition        Report By
 DD1984  HISTORY     - 1985     MONUMENTED       SCGS
 DD1984  HISTORY     - 1989     GOOD             USPSQD
 DD1984  HISTORY     - 19940614 GOOD             USPSQD
 DD1984
 DD1984                          STATION DESCRIPTION
 DD1984
 DD1984'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1984'6.9 KM (4.3 MI) WNW FROM GEORGETOWN.
 DD1984'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1984'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1984'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1984'(CHURCH STREET), CONTINUE 6.9 KM (4.3 MI) WESTERLY ALONG HIGHWAYS 521
 DD1984'AND 17 ALTERNATE (HIGHMARKET STREET), SET NEAR A POWER POLE ON THE
 DD1984'WEST SIDE OF A SHINGLE-SIDED HOUSE WITH A CONCRETE DRIVEWAY, 0.15 KM
 DD1984'(0.1 MI) WEST OF THE JUNCTION OF STATE ROAD 119, 33.3 METERS (109.3
 DD1984'FT) NORTH OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 10.1
 DD1984'METERS (33.1 FT) WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 14.35
 DD1984'METERS (47.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE,
 DD1984'3.38 METERS (11.1 FT) WEST OF THE WEST EDGE OF THE DRIVEWAY, 1.37
 DD1984'METERS (4.5 FT) SOUTH-SOUTHWEST OF THE POWER POLE.
 DD1984'THE MARK IS 1.23 METERS  SSW FROM  A WITNESS POST
 DD1984'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DD1984
 DD1984                          STATION RECOVERY (1989)
 DD1984
 DD1984'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1984'RECOVERED IN GOOD CONDITION.
 DD1984
 DD1984                          STATION RECOVERY (1994)
 DD1984
 DD1984'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1125 ***********************************************************************
 DD1125  DESIGNATION -  22 049
 DD1125  PID         -  DD1125
 DD1125  STATE/COUNTY-  SC/GEORGETOWN
 DD1125  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1125
 DD1125                         *CURRENT SURVEY CONTROL
 DD1125  ___________________________________________________________________
 DD1125* NAD 83(1986)-  33 23 23.     (N)    079 19 06.     (W)     SCALED    
 DD1125* NAVD 88     -         3.710  (meters)      12.17   (feet)  ADJUSTED  
 DD1125  ___________________________________________________________________
 DD1125  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DD1125  DYNAMIC HT  -           3.706 (meters)      12.16  (feet)  COMP
 DD1125  MODELED GRAV-     979,564.7   (mgal)                       NAVD 88
 DD1125
 DD1125  VERT ORDER  -  FIRST     CLASS II
 DD1125
 DD1125.The horizontal coordinates were scaled from a topographic map and have
 DD1125.an estimated accuracy of +/- 6 seconds.
 DD1125
 DD1125.The orthometric height was determined by differential leveling
 DD1125.and adjusted by the National Geodetic Survey in June 1991..
 DD1125
 DD1125.The geoid height was determined by GEOID03.
 DD1125
 DD1125.The dynamic height is computed by dividing the NAVD 88
 DD1125.geopotential number by the normal gravity value computed on the
 DD1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1125.degrees latitude (g = 980.6199 gals.).
 DD1125
 DD1125.The modeled gravity was interpolated from observed gravity values.
 DD1125
 DD1125;                    North         East    Units  Estimated Accuracy
 DD1125;SPC SC       -   173,870.      766,030.      MT  (+/- 180 meters Scaled)
 DD1125
 DD1125                          SUPERSEDED SURVEY CONTROL
 DD1125
 DD1125  NGVD 29 (03/21/89)    4.015  (m)           13.17   (f) ADJUSTED    1 2
 DD1125
 DD1125.Superseded values are not recommended for survey control.
 DD1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1125.See file dsdata.txt to determine how the superseded data were derived.
 DD1125
 DD1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS564957(NAD 83)
 DD1125_MARKER: DD = SURVEY DISK
 DD1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1125_SP_SET: CONCRETE POST
 DD1125_STAMPING: VERT 22 049 1982
 DD1125_MARK LOGO: SCGS  
 DD1125_PROJECTION: FLUSH
 DD1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1125+STABILITY: SURFACE MOTION
 DD1125
 DD1125  HISTORY     - Date     Condition        Report By
 DD1125  HISTORY     - 1982     MONUMENTED       SCGS
 DD1125  HISTORY     - 1987     GOOD             SCGS
 DD1125  HISTORY     - 1989     GOOD             USPSQD
 DD1125
 DD1125                          STATION DESCRIPTION
 DD1125
 DD1125'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1125'3.5 KM (2.2 MI) NW FROM GEORGETOWN.
 DD1125'3.5 KILOMETERS (2.2 MILES) NORTH ALONG U.S. HIGHWAY 521 FROM
 DD1125'THE JUNCTION OF U.S. HIGHWAY 17 IN GEORGETOWN, SET NEAR A
 DD1125'CHAINLINK FENCE AT THE SOUTHEAST CORNER OF A RESTAURANT, 41.3
 DD1125'METERS (135.5 FEET) NORTH-NORTHEAST OF THE CENTER LINE OF
 DD1125'U.S. HIGHWAY 521, 24.2 METERS (79.6 FEET) SOUTH OF THE SOUTHEAST
 DD1125'CORNER OF A RED BRICK HOUSE, 17.1 METERS (56.0 FEET) NORTHWEST
 DD1125'OF THE APPROXIMATE CENTER OF COUNTY ROAD S-22-71, 9.2 METERS
 DD1125'(30.3 FEET) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A RESTAURANT.
 DD1125'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 521.
 DD1125
 DD1125                          STATION RECOVERY (1987)
 DD1125
 DD1125'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1125'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 0.15 KM
 DD1125'(0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET STREET)
 DD1125'FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER STREET)
 DD1125'IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1125'STREET), CONTINUE 3.05 KM (1.9 MI) WEST-NORTHWEST ALONG HIGHWAYS 521
 DD1125'AND HIGHWAY 17 ALTERNATE (HIGHMARKET STREET), SET NEAR A 3.5-FT CHAIN
 DD1125'LINK FENCE IN THE PARKING AREA OF THE CLUB DINER, IN THE NORTH ANGLE
 DD1125'OF STATE ROAD 71 (MCDONALD ROAD), 35.15 METERS (115.3 FT) NORTHEAST
 DD1125'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 15.55 METERS
 DD1125'(51.0 FT) WEST OF THE CENTER OF THE ROAD, 9.19 METERS (30.2 FT) EAST
 DD1125'OF THE EAST CORNER OF THE DINER, 0.62 METER (2.0 FT) SOUTHWEST OF THE
 DD1125'FENCE, 24.08 METERS (79.0 FT) SOUTH OF THE EAST CORNER OF A BRICK
 DD1125'HOUSE.
 DD1125'THE MARK IS 0.62 METERS  SW FROM  A WITNESS POST
 DD1125'THE MARK IS ABOVE LEVEL WITH THE STATE ROAD.
 DD1125
 DD1125                          STATION RECOVERY (1989)
 DD1125
 DD1125'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1127 ***********************************************************************
 DD1127  DESIGNATION -  22 050
 DD1127  PID         -  DD1127
 DD1127  STATE/COUNTY-  SC/GEORGETOWN
 DD1127  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1127
 DD1127                         *CURRENT SURVEY CONTROL
 DD1127  ___________________________________________________________________
 DD1127* NAD 83(1986)-  33 22 43.     (N)    079 17 49.     (W)     SCALED    
 DD1127* NAVD 88     -         5.172  (meters)      16.97   (feet)  ADJUSTED  
 DD1127  ___________________________________________________________________
 DD1127  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD1127  DYNAMIC HT  -           5.166 (meters)      16.95  (feet)  COMP
 DD1127  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 DD1127
 DD1127  VERT ORDER  -  FIRST     CLASS II
 DD1127
 DD1127.The horizontal coordinates were scaled from a topographic map and have
 DD1127.an estimated accuracy of +/- 6 seconds.
 DD1127
 DD1127.The orthometric height was determined by differential leveling
 DD1127.and adjusted by the National Geodetic Survey in June 1991..
 DD1127
 DD1127.The geoid height was determined by GEOID03.
 DD1127
 DD1127.The dynamic height is computed by dividing the NAVD 88
 DD1127.geopotential number by the normal gravity value computed on the
 DD1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1127.degrees latitude (g = 980.6199 gals.).
 DD1127
 DD1127.The modeled gravity was interpolated from observed gravity values.
 DD1127
 DD1127;                    North         East    Units  Estimated Accuracy
 DD1127;SPC SC       -   172,670.      768,040.      MT  (+/- 180 meters Scaled)
 DD1127
 DD1127                          SUPERSEDED SURVEY CONTROL
 DD1127
 DD1127  NGVD 29 (03/21/89)    5.477  (m)           17.97   (f) ADJUSTED    1 2
 DD1127
 DD1127.Superseded values are not recommended for survey control.
 DD1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1127.See file dsdata.txt to determine how the superseded data were derived.
 DD1127
 DD1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS584945(NAD 83)
 DD1127_MARKER: DB = BENCH MARK DISK
 DD1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1127_SP_SET: CONCRETE POST
 DD1127_STAMPING: VERT 22 050 1982
 DD1127_MARK LOGO: SCGS  
 DD1127_PROJECTION: RECESSED 7 CENTIMETERS
 DD1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1127
 DD1127  HISTORY     - Date     Condition        Report By
 DD1127  HISTORY     - 1982     MONUMENTED       SCGS
 DD1127  HISTORY     - 1989     GOOD             USPSQD
 DD1127
 DD1127                          STATION DESCRIPTION
 DD1127
 DD1127'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1127'IN GEORGETOWN.
 DD1127'0.9 KILOMETER (0.55 MILE) NORTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1127'JUNCTION OF U.S. HIGHWAY 17 IN GEORGETOWN, SET IN FRONT OF THE
 DD1127'EXXON TERMINAL OIL COMPANY, AT THE JUNCTION OF MARION STREET
 DD1127'(COUNTY ROAD S-22-640), 14.4 METERS (47.5 FEET) NORTH-NORTHEAST OF
 DD1127'THE CENTERLINE OF U.S. HIGHWAY 521, 14.5 METERS (47.8 FEET) WEST
 DD1127'NORTHWEST OF THE APPROXIMATE CENTER OF MARION STREET, 7.8 METERS
 DD1127'(25.5 FEET) NORTH-NORTHWEST OF A POWER POLE, 4.9 METERS
 DD1127'(16.0 FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DD1127'BUILDING AND 4.6 METERS (15.3 FEET) WEST OF THE SOUTHEAST CORNER
 DD1127'OF THE BUILDING.
 DD1127'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 521.
 DD1127
 DD1127                          STATION RECOVERY (1989)
 DD1127
 DD1127'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1126 ***********************************************************************
 DD1126  DESIGNATION -  22 051
 DD1126  PID         -  DD1126
 DD1126  STATE/COUNTY-  SC/GEORGETOWN
 DD1126  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1126
 DD1126                         *CURRENT SURVEY CONTROL
 DD1126  ___________________________________________________________________
 DD1126* NAD 83(1986)-  33 23 02.     (N)    079 18 32.     (W)     SCALED    
 DD1126* NAVD 88     -         4.551  (meters)      14.93   (feet)  ADJUSTED  
 DD1126  ___________________________________________________________________
 DD1126  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DD1126  DYNAMIC HT  -           4.547 (meters)      14.92  (feet)  COMP
 DD1126  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DD1126
 DD1126  VERT ORDER  -  FIRST     CLASS II
 DD1126
 DD1126.The horizontal coordinates were scaled from a topographic map and have
 DD1126.an estimated accuracy of +/- 6 seconds.
 DD1126
 DD1126.The orthometric height was determined by differential leveling
 DD1126.and adjusted by the National Geodetic Survey in June 1991..
 DD1126
 DD1126.The geoid height was determined by GEOID03.
 DD1126
 DD1126.The dynamic height is computed by dividing the NAVD 88
 DD1126.geopotential number by the normal gravity value computed on the
 DD1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1126.degrees latitude (g = 980.6199 gals.).
 DD1126
 DD1126.The modeled gravity was interpolated from observed gravity values.
 DD1126
 DD1126;                    North         East    Units  Estimated Accuracy
 DD1126;SPC SC       -   173,240.      766,910.      MT  (+/- 180 meters Scaled)
 DD1126
 DD1126                          SUPERSEDED SURVEY CONTROL
 DD1126
 DD1126  NGVD 29 (03/21/89)    4.856  (m)           15.93   (f) ADJUSTED    1 2
 DD1126
 DD1126.Superseded values are not recommended for survey control.
 DD1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1126.See file dsdata.txt to determine how the superseded data were derived.
 DD1126
 DD1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS572951(NAD 83)
 DD1126_MARKER: DD = SURVEY DISK
 DD1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1126_SP_SET: CONCRETE POST
 DD1126_STAMPING: VERT 22 051 1982
 DD1126_MARK LOGO: SCGS  
 DD1126_PROJECTION: RECESSED 7 CENTIMETERS
 DD1126_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1126+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 DD1126
 DD1126  HISTORY     - Date     Condition        Report By
 DD1126  HISTORY     - 1982     MONUMENTED       SCGS
 DD1126  HISTORY     - 1989     GOOD             USPSQD
 DD1126  HISTORY     - 19980824 GOOD             SCGS
 DD1126  HISTORY     - 20051125 GOOD             USPSQD
 DD1126
 DD1126                          STATION DESCRIPTION
 DD1126
 DD1126'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1126'2.1 KM (1.3 MI) NW FROM GEORGETOWN.
 DD1126'2.1 KILOMETERS (1.3 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1126'JUNCTION OF U.S. HIGHWAY 17 AT GEORGETOWN, SET IN THE FRONT YARD
 DD1126'OF THE SKYLINE MANUFACTURING COMPANY, 48.1 METERS (158.5 FEET)
 DD1126'WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 29.3 METERS
 DD1126'(96.4 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO
 DD1126'THE BUILDING, 46.7 METERS (153.4 FEET) NORTH-NORTHEAST OF U.S. HIGHWAY
 DD1126'521 AND 12.0 METERS (39.8 FEET) SOUTHWEST OF A POWER POLE WITH ONE GUY
 DD1126'WIRE.
 DD1126'THE MARK IS ABOVE LEVEL WITH HIGHWAY 521.
 DD1126
 DD1126                          STATION RECOVERY (1989)
 DD1126
 DD1126'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1126'RECOVERED IN GOOD CONDITION.
 DD1126
 DD1126                          STATION RECOVERY (1998)
 DD1126
 DD1126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 DD1126'STATION IS LOCATED IN GEORGETOWN.  OWNERSHIP--UNKNOWN.  TO REACH THE
 DD1126'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 521/17 ALTERNATE (HIGH
 DD1126'MARKET STREET) AND 17 (FRASER STREET) IN GEORGETOWN, GO NORTHWEST ON
 DD1126'HIGHWAYS 17 ALTERNATE AND 521 FOR 1.35 MILES (2.17 KM) TO THE JUNCTION
 DD1126'OF A DRIVEWAY RIGHT LEADING TO AN ABANDONED BRICK BUILDING, TURN RIGHT
 DD1126'ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT
 DD1126'NEAR A POWER POLE IN THE EDGE OF THE WOODS.  STATION IS A CONCRETE
 DD1126'POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE DRIVEWAY, 158.5
 DD1126'FEET (48.3 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 DD1126'BUILDING, 96.4 FEET (29.4 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY
 DD1126'TO THE BUILDING, 153.4 FEET (46.8 M) NORTH NORTHEAST OF THE CENTER OF
 DD1126'THE HIGHWAY, 39.8 FEET (12.1 M) SOUTHWEST OF A POWER POLE WITH GUY
 DD1126'WIRE, 60.9 FEET (18.6 M) NORTHWEST OF A SECURITY LIGHT POLE.
 DD1126'RECOVERED BY C.J.  STONE.
 DD1126
 DD1126                          STATION RECOVERY (2005)
 DD1126
 DD1126'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1099 ***********************************************************************
 DD1099  DESIGNATION -  22 094
 DD1099  PID         -  DD1099
 DD1099  STATE/COUNTY-  SC/GEORGETOWN
 DD1099  USGS QUAD   -  ANDREWS (1973)
 DD1099
 DD1099                         *CURRENT SURVEY CONTROL
 DD1099  ___________________________________________________________________
 DD1099* NAD 83(1986)-  33 27 07.     (N)    079 34 06.     (W)     SCALED    
 DD1099* NAVD 88     -         9.724  (meters)      31.90   (feet)  ADJUSTED  
 DD1099  ___________________________________________________________________
 DD1099  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DD1099  DYNAMIC HT  -           9.713 (meters)      31.87  (feet)  COMP
 DD1099  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 DD1099
 DD1099  VERT ORDER  -  FIRST     CLASS II
 DD1099
 DD1099.The horizontal coordinates were scaled from a topographic map and have
 DD1099.an estimated accuracy of +/- 6 seconds.
 DD1099
 DD1099.The orthometric height was determined by differential leveling
 DD1099.and adjusted by the National Geodetic Survey in June 1991..
 DD1099
 DD1099.The geoid height was determined by GEOID03.
 DD1099
 DD1099.The dynamic height is computed by dividing the NAVD 88
 DD1099.geopotential number by the normal gravity value computed on the
 DD1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1099.degrees latitude (g = 980.6199 gals.).
 DD1099
 DD1099.The modeled gravity was interpolated from observed gravity values.
 DD1099
 DD1099;                    North         East    Units  Estimated Accuracy
 DD1099;SPC SC       -   180,420.      742,680.      MT  (+/- 180 meters Scaled)
 DD1099
 DD1099                          SUPERSEDED SURVEY CONTROL
 DD1099
 DD1099  NGVD 29 (03/21/89)   10.025  (m)           32.89   (f) ADJUSTED    1 2
 DD1099
 DD1099.Superseded values are not recommended for survey control.
 DD1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1099.See file dsdata.txt to determine how the superseded data were derived.
 DD1099
 DD1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT330023(NAD 83)
 DD1099_MARKER: DB = BENCH MARK DISK
 DD1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1099_SP_SET: CONCRETE POST
 DD1099_STAMPING: VERT 22 094 1982
 DD1099_MARK LOGO: SCGS  
 DD1099_PROJECTION: FLUSH
 DD1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1099+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 DD1099
 DD1099  HISTORY     - Date     Condition        Report By
 DD1099  HISTORY     - 1982     MONUMENTED       SCGS
 DD1099  HISTORY     - 19940611 GOOD             USPSQD
 DD1099  HISTORY     - 20040604 GOOD             USPSQD
 DD1099
 DD1099                          STATION DESCRIPTION
 DD1099
 DD1099'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1099'0.5 KM (0.3 MI) NW FROM ANDREWS.
 DD1099'SET IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A PAVED ROAD AND
 DD1099'COUNTY ROAD (S-22-345), ON THE SOUTHWEST SIDE OF THE SOUTH CAROLINA
 DD1099'NATIONAL GUARD ARMORY, 56.1 METERS (184.0 FEET) WEST-SOUTHWEST
 DD1099'OF THE SOUTHWEST CORNER OF THE ARMORY ROAD, 6.6 METERS (21.7 FEET)
 DD1099'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-22-345,
 DD1099'10.1 METERS (33.0 FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER
 DD1099'OF THE PAVED ROAD RUNNING EAST AND WEST AND 1.8 METERS (6.0 FEET)
 DD1099'NORTH OF A POWER POLE.
 DD1099'THE MARK IS 3.50 METERS  SSW FROM A WITNESS POST.
 DD1099'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-22-345.
 DD1099
 DD1099                          STATION RECOVERY (1994)
 DD1099
 DD1099'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1099'RECOVERED IN GOOD CONDITION.
 DD1099
 DD1099                          STATION RECOVERY (2004)
 DD1099
 DD1099'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1147 ***********************************************************************
 DD1147  DESIGNATION -  22 094 1984
 DD1147  PID         -  DD1147
 DD1147  STATE/COUNTY-  SC/GEORGETOWN
 DD1147  USGS QUAD   -  JAMESTOWN (1973)
 DD1147
 DD1147                         *CURRENT SURVEY CONTROL
 DD1147  ___________________________________________________________________
 DD1147* NAD 83(1986)-  33 19 43.     (N)    079 39 48.     (W)     SCALED    
 DD1147* NAVD 88     -        10.915  (meters)      35.81   (feet)  ADJUSTED  
 DD1147  ___________________________________________________________________
 DD1147  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DD1147  DYNAMIC HT  -          10.904 (meters)      35.77  (feet)  COMP
 DD1147  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DD1147
 DD1147  VERT ORDER  -  FIRST     CLASS II
 DD1147
 DD1147.The horizontal coordinates were scaled from a topographic map and have
 DD1147.an estimated accuracy of +/- 6 seconds.
 DD1147
 DD1147.The orthometric height was determined by differential leveling
 DD1147.and adjusted by the National Geodetic Survey in June 1991..
 DD1147
 DD1147.The geoid height was determined by GEOID03.
 DD1147
 DD1147.The dynamic height is computed by dividing the NAVD 88
 DD1147.geopotential number by the normal gravity value computed on the
 DD1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1147.degrees latitude (g = 980.6199 gals.).
 DD1147
 DD1147.The modeled gravity was interpolated from observed gravity values.
 DD1147
 DD1147;                    North         East    Units  Estimated Accuracy
 DD1147;SPC SC       -   166,630.      734,020.      MT  (+/- 180 meters Scaled)
 DD1147
 DD1147                          SUPERSEDED SURVEY CONTROL
 DD1147
 DD1147  NGVD 29 (03/21/89)   11.217  (m)           36.80   (f) ADJUSTED    1 2
 DD1147
 DD1147.Superseded values are not recommended for survey control.
 DD1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1147.See file dsdata.txt to determine how the superseded data were derived.
 DD1147
 DD1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS244885(NAD 83)
 DD1147_MARKER: DD = SURVEY DISK
 DD1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1147_SP_SET: CONCRETE POST
 DD1147_STAMPING: VERT 22 094 1984
 DD1147_MARK LOGO: SCGS  
 DD1147_PROJECTION: FLUSH
 DD1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1147+STABILITY: SURFACE MOTION
 DD1147
 DD1147  HISTORY     - Date     Condition        Report By
 DD1147  HISTORY     - 1984     MONUMENTED       SCGS
 DD1147  HISTORY     - 1987     GOOD             SCGS
 DD1147  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 DD1147  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1147
 DD1147                          STATION DESCRIPTION
 DD1147
 DD1147'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1147'5.7 KM (3.55 MI) NE FROM JAMESTOWN.
 DD1147'5.7 KILOMETERS (3.55 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1147'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, SET NEAR A
 DD1147'WOODEN FENCE IN THE NORTHWEST ANGLE OF THE INTERSECTION OF A GRAVEL
 DD1147'ROAD LEADING TO THE MARTIN MARIETTA GEORGETOWN QUARRY, 10.67 METERS
 DD1147'(35.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 11.89 METERS (39.0
 DD1147'FEET) NORTH OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 7.32 METERS
 DD1147'(24.0 FEET) SOUTH-SOUTHEAST OF A 18-INCH PINE TREE, 25.3 METERS (83.0
 DD1147'FEET) SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION BOX, 8.38 METERS (27.5
 DD1147'FEET) WEST-SOUTHWEST OF POWER POLE NUMBER 153.
 DD1147'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 DD1147'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1147
 DD1147                          STATION RECOVERY (1987)
 DD1147
 DD1147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1147'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 5.45 KM
 DD1147'(3.4 MI) NORTHEAST AND NORTH ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD1147'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 DD1147'STATE HIGHWAY 45 IN JAMESTOWN, SET IN THE NORTHWEST ANGLE OF A GRAVEL
 DD1147'ROAD LEADING TO THE MARTIN MARIETTA GEORGETOWN QUARRY, 0.8 KM (0.5
 DD1147'MI) NORTHERLY OF THE JUNCTION OF STATE ROAD 466, 10.95 METERS (35.9
 DD1147'FT) WEST OF THE CENTER OF THE HIGHWAY, 2.08 METERS (6.8 FT)
 DD1147'NORTH-NORTHWEST OF THE NORTH-NORTHWEST SIDE OF A CURB, 18.14 METERS
 DD1147'(59.5 FT) NORTH-NORTHEAST OF THE EAST LEG OF THE QUARRY SIGN, 8.39
 DD1147'METERS (27.5 FT) SOUTH-SOUTHWEST OF TELEPHONE JUNCTION POLE NUMBERS
 DD1147'3058/25/6.
 DD1147'THE MARK IS 0.5 METERS  SSE FROM  A WITNESS POST
 DD1147
 DD1147                          STATION RECOVERY (1994)
 DD1147
 DD1147'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1147'MARK NOT FOUND.
 DD1147
 DD1147                          STATION RECOVERY (2006)
 DD1147
 DD1147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1147'SEARCHED 20 MINUTES, PULLED TAPE FROM AVAILABLE REFERENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1146 ***********************************************************************
 DD1146  DESIGNATION -  22 095
 DD1146  PID         -  DD1146
 DD1146  STATE/COUNTY-  SC/GEORGETOWN
 DD1146  USGS QUAD   -  JAMESTOWN (1973)
 DD1146
 DD1146                         *CURRENT SURVEY CONTROL
 DD1146  ___________________________________________________________________
 DD1146* NAD 83(1986)-  33 20 28.     (N)    079 39 45.     (W)     SCALED    
 DD1146* NAVD 88     -        10.100  (meters)      33.14   (feet)  ADJUSTED  
 DD1146  ___________________________________________________________________
 DD1146  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DD1146  DYNAMIC HT  -          10.090 (meters)      33.10  (feet)  COMP
 DD1146  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 DD1146
 DD1146  VERT ORDER  -  FIRST     CLASS II
 DD1146
 DD1146.The horizontal coordinates were scaled from a topographic map and have
 DD1146.an estimated accuracy of +/- 6 seconds.
 DD1146
 DD1146.The orthometric height was determined by differential leveling
 DD1146.and adjusted by the National Geodetic Survey in June 1991..
 DD1146
 DD1146.The geoid height was determined by GEOID03.
 DD1146
 DD1146.The dynamic height is computed by dividing the NAVD 88
 DD1146.geopotential number by the normal gravity value computed on the
 DD1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1146.degrees latitude (g = 980.6199 gals.).
 DD1146
 DD1146.The modeled gravity was interpolated from observed gravity values.
 DD1146
 DD1146;                    North         East    Units  Estimated Accuracy
 DD1146;SPC SC       -   168,010.      734,080.      MT  (+/- 180 meters Scaled)
 DD1146
 DD1146                          SUPERSEDED SURVEY CONTROL
 DD1146
 DD1146  NGVD 29 (03/21/89)   10.402  (m)           34.13   (f) ADJUSTED    1 2
 DD1146
 DD1146.Superseded values are not recommended for survey control.
 DD1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1146.See file dsdata.txt to determine how the superseded data were derived.
 DD1146
 DD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS244899(NAD 83)
 DD1146_MARKER: DD = SURVEY DISK
 DD1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1146_SP_SET: CONCRETE POST
 DD1146_STAMPING: VERT 22 095 1984
 DD1146_MARK LOGO: SCGS  
 DD1146_PROJECTION: FLUSH
 DD1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1146+STABILITY: SURFACE MOTION
 DD1146
 DD1146  HISTORY     - Date     Condition        Report By
 DD1146  HISTORY     - 1984     MONUMENTED       SCGS
 DD1146  HISTORY     - 1987     GOOD             SCGS
 DD1146  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 DD1146
 DD1146                          STATION DESCRIPTION
 DD1146
 DD1146'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1146'7.2 KM (4.5 MI) NE FROM JAMESTOWN.
 DD1146'7.2 KILOMETERS (4.5 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1146'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, SET NEAR A
 DD1146'TELEPHONE JUNCTION BOX IN FRONT OF A ONE-STORY WOOD HOUSE,
 DD1146'18.07 METERS (59.3 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DD1146'HOUSE, 27.28 METERS (89.5 FEET) SOUTH-SOUTHEAST OF POWER POLE NUMBER
 DD1146'3621B, 11.13 METERS (36.5 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DD1146'3.05 METERS (10.0 FEET) NORTH OF A 18-INCH PINE TREE, 0.7 METER (2.3
 DD1146'FEET) NORTH-NORTHWEST OF THE TELEPHONE JUNCTION BOX.
 DD1146'THE MARK IS 0.70 METERS  SW FROM A WITNESS POST.
 DD1146'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1146
 DD1146                          STATION RECOVERY (1987)
 DD1146
 DD1146'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1146'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 7.0 KM
 DD1146'(3.35 MI) NORTHEAST AND NORTH ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD1146'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 DD1146'STATE HIGHWAY 45 IN JAMESTOWN, SET NEAR A TELEPHONE JUNCTION BOX POST
 DD1146'NUMBERS 3158/25/3-1 IN THE FRONT YARD OF A WOODEN HOUSE, 11.0 METERS
 DD1146'(36.1 FT) WEST OF THE CENTER OF THE HIGHWAY, 0.72 METER (2.4 FT)
 DD1146'NORTH-NORTHWEST OF THE POST, 18.03 METERS (59.2 FT) EAST-NORTHEAST OF
 DD1146'THE NORTHEAST CORNER OF THE HOUSE, 3.05 METERS (10.0 FT) NORTH OF AN
 DD1146'18-INCH PINE TREE, 43.7 METERS (143.4 FT) NORTH OF THE EXTENDED
 DD1146'CENTER OF A SAND ROAD LEADING EAST-SOUTHEAST.
 DD1146'THE MARK IS 0.73 METERS  SW FROM  A WITNESS POST
 DD1146'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD1146
 DD1146                          STATION RECOVERY (1994)
 DD1146
 DD1146'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1142 ***********************************************************************
 DD1142  DESIGNATION -  22 096
 DD1142  PID         -  DD1142
 DD1142  STATE/COUNTY-  SC/GEORGETOWN
 DD1142  USGS QUAD   -  JAMESTOWN (1973)
 DD1142
 DD1142                         *CURRENT SURVEY CONTROL
 DD1142  ___________________________________________________________________
 DD1142* NAD 83(1986)-  33 22 04.     (N)    079 38 27.     (W)     SCALED    
 DD1142* NAVD 88     -        11.714  (meters)      38.43   (feet)  ADJUSTED  
 DD1142  ___________________________________________________________________
 DD1142  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 DD1142  DYNAMIC HT  -          11.702 (meters)      38.39  (feet)  COMP
 DD1142  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 DD1142
 DD1142  VERT ORDER  -  FIRST     CLASS II
 DD1142
 DD1142.The horizontal coordinates were scaled from a topographic map and have
 DD1142.an estimated accuracy of +/- 6 seconds.
 DD1142
 DD1142.The orthometric height was determined by differential leveling
 DD1142.and adjusted by the National Geodetic Survey in June 1991..
 DD1142
 DD1142.The geoid height was determined by GEOID03.
 DD1142
 DD1142.The dynamic height is computed by dividing the NAVD 88
 DD1142.geopotential number by the normal gravity value computed on the
 DD1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1142.degrees latitude (g = 980.6199 gals.).
 DD1142
 DD1142.The modeled gravity was interpolated from observed gravity values.
 DD1142
 DD1142;                    North         East    Units  Estimated Accuracy
 DD1142;SPC SC       -   171,000.      736,060.      MT  (+/- 180 meters Scaled)
 DD1142
 DD1142                          SUPERSEDED SURVEY CONTROL
 DD1142
 DD1142  NGVD 29 (03/21/89)   12.016  (m)           39.42   (f) ADJUSTED    1 2
 DD1142
 DD1142.Superseded values are not recommended for survey control.
 DD1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1142.See file dsdata.txt to determine how the superseded data were derived.
 DD1142
 DD1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS264928(NAD 83)
 DD1142_MARKER: DD = SURVEY DISK
 DD1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1142_SP_SET: CONCRETE POST
 DD1142_STAMPING: VERT 22 096 1984
 DD1142_MARK LOGO: SCGS  
 DD1142_PROJECTION: FLUSH
 DD1142_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1142+STABILITY: SURFACE MOTION
 DD1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1142+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DD1142
 DD1142  HISTORY     - Date     Condition        Report By
 DD1142  HISTORY     - 1984     MONUMENTED       SCGS
 DD1142  HISTORY     - 19930504 GOOD             SCGS
 DD1142  HISTORY     - 19940612 GOOD             USPSQD
 DD1142  HISTORY     - 20010331 GOOD             NGS
 DD1142
 DD1142                          STATION DESCRIPTION
 DD1142
 DD1142'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1142'11.2 KM (6.95 MI) NE FROM JAMESTOWN.
 DD1142'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1142'9.6 KILOMETERS (6.0 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1142'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 1.5
 DD1142'KILOMETERS (0.95 MILE) NORTHEAST ALONG STATE HIGHWAY 41, SET NEAR THE
 DD1142'NORTHEAST DRIVE OF A HALF MOON DRIVEWAY THAT SERVICES THREE MOBILE
 DD1142'HOMES AND A SMALL STORE, 50.6 METERS (166.0 FEET) EAST-NORTHEAST OF
 DD1142'THE APPROXIMATE CENTER OF THE SOUTHWEST ENTRANCE DRIVE, 11.13 METERS
 DD1142'(36.5 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DD1142'9.75 METERS (32.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF
 DD1142'THE NORTHEAST ENTRANCE DRIVE, 16.76 METERS (55.0 FEET) NORTHWEST OF
 DD1142'THE EAST CORNER OF THE STORE.
 DD1142
 DD1142                          STATION RECOVERY (1993)
 DD1142
 DD1142'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD1142'STATION IS LOCATED 6.4 MILES (10.3 KM) NORTH NORTHEAST OF JAMESTOWN,
 DD1142'7.4 MILES (11.9 KM) SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR
 DD1142'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1142'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1142'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD1142'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO EAST
 DD1142'NORTHEAST ON HIGHWAY 41 FOR 0.9 MILE (1.4 KM) TO THE STATION NEAR A
 DD1142'DITCH LINE IN THE SOUTH ANGLE OF THE NORTHEAST CIRCULAR DRIVEWAY
 DD1142'RIGHT LEADING TO SEVERAL MOBILE HOMES AND A WOODEN STORE. STATION IS
 DD1142'A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM)
 DD1142'BELOW THE HIGHWAY, 95.7 FEET (29.2 M) WEST OF A POWER POLE WITH A
 DD1142'TRANSFORMER AND A GUY WIRE, 36.4 FEET (11.1 M) SOUTH SOUTHEAST OF THE
 DD1142'CENTER OF THE HIGHWAY, 21.7 FEET (6.6 M) NORTH NORTHWEST OF THE
 DD1142'NORTHWEST CORNER OF A WOODEN PUMP SHED, 54.8 FEET (16.7 M) NORTHWEST
 DD1142'OF THE WEST CORNER OF THE STORE, 94.4 FEET (28.8 M) WEST SOUTHWEST OF
 DD1142'A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 8.2 FEET (2.5 M)
 DD1142'SOUTH OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DD1142'NORTHEAST DRIVEWAY, 3.8 FEET (1.2 M) SOUTH SOUTHEAST OF A WITNESS
 DD1142'POST. RECOVERED BY T. HALL.
 DD1142
 DD1142                          STATION RECOVERY (1994)
 DD1142
 DD1142'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1142'RECOVERED IN GOOD CONDITION.
 DD1142
 DD1142                          STATION RECOVERY (2001)
 DD1142
 DD1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1142'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1131 ***********************************************************************
 DD1131  DESIGNATION -  22 097
 DD1131  PID         -  DD1131
 DD1131  STATE/COUNTY-  SC/GEORGETOWN
 DD1131  USGS QUAD   -  ANDREWS (1973)
 DD1131
 DD1131                         *CURRENT SURVEY CONTROL
 DD1131  ___________________________________________________________________
 DD1131* NAD 83(1986)-  33 26 03.     (N)    079 34 02.     (W)     SCALED    
 DD1131* NAVD 88     -         8.589  (meters)      28.18   (feet)  ADJUSTED  
 DD1131  ___________________________________________________________________
 DD1131  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DD1131  DYNAMIC HT  -           8.580 (meters)      28.15  (feet)  COMP
 DD1131  MODELED GRAV-     979,571.6   (mgal)                       NAVD 88
 DD1131
 DD1131  VERT ORDER  -  FIRST     CLASS II
 DD1131
 DD1131.The horizontal coordinates were scaled from a topographic map and have
 DD1131.an estimated accuracy of +/- 6 seconds.
 DD1131
 DD1131.The orthometric height was determined by differential leveling
 DD1131.and adjusted by the National Geodetic Survey in June 1991..
 DD1131
 DD1131.The geoid height was determined by GEOID03.
 DD1131
 DD1131.The dynamic height is computed by dividing the NAVD 88
 DD1131.geopotential number by the normal gravity value computed on the
 DD1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1131.degrees latitude (g = 980.6199 gals.).
 DD1131
 DD1131.The modeled gravity was interpolated from observed gravity values.
 DD1131
 DD1131;                    North         East    Units  Estimated Accuracy
 DD1131;SPC SC       -   178,450.      742,810.      MT  (+/- 180 meters Scaled)
 DD1131
 DD1131                          SUPERSEDED SURVEY CONTROL
 DD1131
 DD1131  NGVD 29 (03/21/89)    8.891  (m)           29.17   (f) ADJUSTED    1 2
 DD1131
 DD1131.Superseded values are not recommended for survey control.
 DD1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1131.See file dsdata.txt to determine how the superseded data were derived.
 DD1131
 DD1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT331003(NAD 83)
 DD1131_MARKER: DB = BENCH MARK DISK
 DD1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1131_SP_SET: CONCRETE POST
 DD1131_STAMPING: VERT 22 097 1984
 DD1131_MARK LOGO: SCGS  
 DD1131_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1131
 DD1131  HISTORY     - Date     Condition        Report By
 DD1131  HISTORY     - 1984     MONUMENTED       SCGS
 DD1131  HISTORY     - 19940611 GOOD             USPSQD
 DD1131  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 DD1131  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1131
 DD1131                          STATION DESCRIPTION
 DD1131
 DD1131'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1131'2.0 KM (1.25 MI) SW FROM ANDREWS.
 DD1131'2.0 KILOMETERS (1.25 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1131'POST OFFICE IN ANDREWS, SET NEAR A BLAZED PINE TREE IN THE SOUTHWEST
 DD1131'ANGLE OF THE INTERSECTION OF A FIELD ACCESS ROAD ON THE INSIDE OF A
 DD1131'CURVE IN THE HIGHWAY, 14.48 METERS (47.5 FEET) SOUTH-SOUTHWEST OF THE
 DD1131'APPROXIMATE CENTER OF THE FIELD ACCESS ROAD, 10.06 METERS (33.0 FEET)
 DD1131'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.44 METERS (8.0
 DD1131'FEET) NORTHEAST OF THE BLAZED PINE TREE.
 DD1131'THE MARK IS 0.50 METERS  ESE FROM A WITNESS POST.
 DD1131'THE MARK IS 0.60 M BELOW HIGHWAY.
 DD1131
 DD1131                          STATION RECOVERY (1994)
 DD1131
 DD1131'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1131'RECOVERED IN GOOD CONDITION.
 DD1131
 DD1131                          STATION RECOVERY (2004)
 DD1131
 DD1131'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1131'AREA ON W SIDE OF SC 41 HAS BEEN STRIPPED OF TREES TO EASE THE CURVE.
 DD1131'MARKER MAY BE LOST.
 DD1131
 DD1131                          STATION RECOVERY (2006)
 DD1131
 DD1131'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1131'SEARCHED 15 MINUTES, INADEQUATE REFERENCES, PRESUMED DESTROYED BY US
 DD1131'HIGHWAY 521 BYPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1130 ***********************************************************************
 DD1130  DESIGNATION -  22 098
 DD1130  PID         -  DD1130
 DD1130  STATE/COUNTY-  SC/GEORGETOWN
 DD1130  USGS QUAD   -  ANDREWS (1973)
 DD1130
 DD1130                         *CURRENT SURVEY CONTROL
 DD1130  ___________________________________________________________________
 DD1130* NAD 83(1986)-  33 26 42.     (N)    079 33 46.     (W)     SCALED    
 DD1130* NAVD 88     -        10.379  (meters)      34.05   (feet)  ADJUSTED  
 DD1130  ___________________________________________________________________
 DD1130  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DD1130  DYNAMIC HT  -          10.368 (meters)      34.02  (feet)  COMP
 DD1130  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DD1130
 DD1130  VERT ORDER  -  FIRST     CLASS II
 DD1130
 DD1130.The horizontal coordinates were scaled from a topographic map and have
 DD1130.an estimated accuracy of +/- 6 seconds.
 DD1130
 DD1130.The orthometric height was determined by differential leveling
 DD1130.and adjusted by the National Geodetic Survey in June 1991..
 DD1130
 DD1130.The geoid height was determined by GEOID03.
 DD1130
 DD1130.The dynamic height is computed by dividing the NAVD 88
 DD1130.geopotential number by the normal gravity value computed on the
 DD1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1130.degrees latitude (g = 980.6199 gals.).
 DD1130
 DD1130.The modeled gravity was interpolated from observed gravity values.
 DD1130
 DD1130;                    North         East    Units  Estimated Accuracy
 DD1130;SPC SC       -   179,660.      743,200.      MT  (+/- 180 meters Scaled)
 DD1130
 DD1130                          SUPERSEDED SURVEY CONTROL
 DD1130
 DD1130  NGVD 29 (03/21/89)   10.681  (m)           35.04   (f) ADJUSTED    1 2
 DD1130
 DD1130.Superseded values are not recommended for survey control.
 DD1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1130.See file dsdata.txt to determine how the superseded data were derived.
 DD1130
 DD1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT335015(NAD 83)
 DD1130_MARKER: DB = BENCH MARK DISK
 DD1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1130_SP_SET: CONCRETE POST
 DD1130_STAMPING: VERT 22 098 1984
 DD1130_MARK LOGO: SCGS  
 DD1130_PROJECTION: FLUSH
 DD1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1130+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD1130
 DD1130  HISTORY     - Date     Condition        Report By
 DD1130  HISTORY     - 1984     MONUMENTED       SCGS
 DD1130  HISTORY     - 19940611 GOOD             USPSQD
 DD1130  HISTORY     - 20040604 GOOD             USPSQD
 DD1130  HISTORY     - 20051119 GOOD             USPSQD
 DD1130
 DD1130                          STATION DESCRIPTION
 DD1130
 DD1130'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1130'IN ANDREWS.
 DD1130'0.9 KILOMETER (0.55 MILE) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1130'POST OFFICE IN ANDREWS, SET BETWEEN A POWER POLE AND A LONE 28-INCH
 DD1130'PALMETTO TREE ON THE SOUTHWEST SIDE OF THE ANDREWS CHAPEL MAYER
 DD1130'FUNERAL HOME, 23.1 METERS (75.8 FEET) WEST-SOUTHWEST OF THE SOUTHWEST
 DD1130'CORNER OF THE FUNERAL HOME, 9.75 METERS (32.0 FEET) EAST-SOUTHEAST OF
 DD1130'THE CENTERLINE OF THE HIGHWAY, 1.13 METERS (3.7 FEET) EAST-NORTHEAST
 DD1130'OF THE POWER POLE, 5.18 METERS (17.0 FEET) SOUTH-SOUTHWEST OF THE
 DD1130'PALMETTO TREE.
 DD1130'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1130
 DD1130                          STATION RECOVERY (1994)
 DD1130
 DD1130'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1130'RECOVERED IN GOOD CONDITION.
 DD1130
 DD1130                          STATION RECOVERY (2004)
 DD1130
 DD1130'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1130'RECOVERED IN GOOD CONDITION.
 DD1130
 DD1130                          STATION RECOVERY (2005)
 DD1130
 DD1130'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1340 ***********************************************************************
 DD1340  DESIGNATION -  22 099
 DD1340  PID         -  DD1340
 DD1340  STATE/COUNTY-  SC/GEORGETOWN
 DD1340  USGS QUAD   -  NORTH ISLAND (1973)
 DD1340
 DD1340                         *CURRENT SURVEY CONTROL
 DD1340  ___________________________________________________________________
 DD1340* NAD 83(1986)-  33 21 50.     (N)    079 13 35.     (W)     SCALED    
 DD1340* NAVD 88     -         6.092  (meters)      19.99   (feet)  ADJUSTED  
 DD1340  ___________________________________________________________________
 DD1340  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DD1340  DYNAMIC HT  -           6.086 (meters)      19.97  (feet)  COMP
 DD1340  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 DD1340
 DD1340  VERT ORDER  -  FIRST     CLASS II
 DD1340
 DD1340.The horizontal coordinates were scaled from a topographic map and have
 DD1340.an estimated accuracy of +/- 6 seconds.
 DD1340
 DD1340.The orthometric height was determined by differential leveling
 DD1340.and adjusted by the National Geodetic Survey in June 1991..
 DD1340
 DD1340.The geoid height was determined by GEOID03.
 DD1340
 DD1340.The dynamic height is computed by dividing the NAVD 88
 DD1340.geopotential number by the normal gravity value computed on the
 DD1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1340.degrees latitude (g = 980.6199 gals.).
 DD1340
 DD1340.The modeled gravity was interpolated from observed gravity values.
 DD1340
 DD1340;                    North         East    Units  Estimated Accuracy
 DD1340;SPC SC       -   171,150.      774,630.      MT  (+/- 180 meters Scaled)
 DD1340
 DD1340                          SUPERSEDED SURVEY CONTROL
 DD1340
 DD1340  NGVD 29 (03/21/89)    6.398  (m)           20.99   (f) ADJUSTED    1 2
 DD1340
 DD1340.Superseded values are not recommended for survey control.
 DD1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1340.See file dsdata.txt to determine how the superseded data were derived.
 DD1340
 DD1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS650930(NAD 83)
 DD1340_MARKER: DD = SURVEY DISK
 DD1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1340_SP_SET: CONCRETE POST
 DD1340_STAMPING: VERT 22 099 1986
 DD1340_MARK LOGO: SCGS  
 DD1340_PROJECTION: FLUSH
 DD1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1340+STABILITY: SURFACE MOTION
 DD1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1340+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD1340
 DD1340  HISTORY     - Date     Condition        Report By
 DD1340  HISTORY     - 1986     MONUMENTED       SCGS
 DD1340  HISTORY     - 19920817 GOOD             NGS
 DD1340
 DD1340                          STATION DESCRIPTION
 DD1340
 DD1340'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1340'5.8 KM (3.6 MI) ESE FROM GEORGETOWN.
 DD1340'THE MARK IS 0.50 M ABOVE GRAVEL ROAD.
 DD1340'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1340'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1340'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1340'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 DD1340'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1340'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE 0.1 KM
 DD1340'(0.05 MI) SOUTH ALONG A GRAVEL ROAD, SET NEAR A GROUP OF THREE SMALL
 DD1340'PINE TREES IN THE SOUTHEAST ANGLE OF A SAND DRIVE LEADING TO A ONE
 DD1340'STORY WOOD HOUSE, 9.0 METERS (29.53 FT) EAST NORTHEAST OF THE CENTER
 DD1340'OF THE GRAVEL ROAD, 36.7 METERS (120.41 FT) SOUTHEAST OF THE SOUTHEAST
 DD1340'CORNER OF A WOODEN BUILDING (INFORMATION CENTER), 18.8 METERS
 DD1340'(61.68 FT) SOUTH SOUTHEAST OF THE CENTER OF THE SAND DRIVE,
 DD1340'1.63 METERS (5.35 FT) NORTH NORTHWEST OF A 20 INCH PINE TREE (LARGEST
 DD1340'OF THE GROUP).
 DD1340
 DD1340                          STATION RECOVERY (1992)
 DD1340
 DD1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1340'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1340'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD1340'THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD1340'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, 36.7 M (120.4 FT) SOUTHEAST
 DD1340'OF THE SOUTHEAST CORNER OF AN INFORMATION CENTER, 22.6 M (74.1 FT)
 DD1340'SOUTH-SOUTHEAST OF THE CENTER OF A SAND ROAD LEADING NORTHEAST TO A
 DD1340'HOUSE, 12.3 M (40.4 FT) SOUTHEAST OF UTILITY LIGHT POLE NUMBER 70495
 DD1340'WITH A GUY CABLE, 9.7 M (31.8 FT) EAST OF THE ROAD CENTER, 1.4 M (4.6
 DD1340'FT) NORTHWEST OF A 20-INCH PINE TREE, 0.6 M (2.0 FT) ABOVE THE LEVEL
 DD1340'OF THE ROAD, 0.5 M (1.6 FT) WEST-SOUTHWEST OF A WITNESS POST, AND THE
 DD1340'MONUMENT IS RECESSED 0.03 M (0.10 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1341 ***********************************************************************
 DD1341  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1341  DESIGNATION -  22 100
 DD1341  PID         -  DD1341
 DD1341  STATE/COUNTY-  SC/GEORGETOWN
 DD1341  USGS QUAD   -  NORTH ISLAND (1973)
 DD1341
 DD1341                         *CURRENT SURVEY CONTROL
 DD1341  ___________________________________________________________________
 DD1341* NAD 83(1986)-  33 21 32.     (N)    079 13 20.     (W)     SCALED    
 DD1341* NAVD 88     -         6.964  (meters)      22.85   (feet)  ADJUSTED  
 DD1341  ___________________________________________________________________
 DD1341  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DD1341  DYNAMIC HT  -           6.956 (meters)      22.82  (feet)  COMP
 DD1341  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DD1341
 DD1341  VERT ORDER  -  FIRST     CLASS II
 DD1341
 DD1341.The horizontal coordinates were scaled from a topographic map and have
 DD1341.an estimated accuracy of +/- 6 seconds.
 DD1341
 DD1341.The orthometric height was determined by differential leveling
 DD1341.and adjusted by the National Geodetic Survey in June 1991..
 DD1341
 DD1341.This Tidal Bench Mark is designated as VM 16414
 DD1341.by the Center for Operational Oceanographic Products and Services.
 DD1341
 DD1341.The geoid height was determined by GEOID03.
 DD1341
 DD1341.The dynamic height is computed by dividing the NAVD 88
 DD1341.geopotential number by the normal gravity value computed on the
 DD1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1341.degrees latitude (g = 980.6199 gals.).
 DD1341
 DD1341.The modeled gravity was interpolated from observed gravity values.
 DD1341
 DD1341;                    North         East    Units  Estimated Accuracy
 DD1341;SPC SC       -   170,600.      775,020.      MT  (+/- 180 meters Scaled)
 DD1341
 DD1341                          SUPERSEDED SURVEY CONTROL
 DD1341
 DD1341  NGVD 29 (03/21/89)    7.270  (m)           23.85   (f) ADJUSTED    1 2
 DD1341
 DD1341.Superseded values are not recommended for survey control.
 DD1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1341.See file dsdata.txt to determine how the superseded data were derived.
 DD1341
 DD1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS654924(NAD 83)
 DD1341_MARKER: DD = SURVEY DISK
 DD1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1341_SP_SET: CONCRETE POST
 DD1341_STAMPING: VERT 22 100 1986
 DD1341_MARK LOGO: SCGS  
 DD1341_PROJECTION: FLUSH
 DD1341_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1341+STABILITY: SURFACE MOTION
 DD1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1341+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 DD1341
 DD1341  HISTORY     - Date     Condition        Report By
 DD1341  HISTORY     - 1986     MONUMENTED       SCGS
 DD1341  HISTORY     - 19920817 GOOD             NGS
 DD1341  HISTORY     - 20000229 GOOD             SCGS
 DD1341  HISTORY     - 20040706 GOOD             USPSQD
 DD1341  HISTORY     - 20051028 GOOD             USPSQD
 DD1341  HISTORY     - 20051125 GOOD             USPSQD
 DD1341
 DD1341                          STATION DESCRIPTION
 DD1341
 DD1341'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1341'6.3 KM (3.9 MI) ESE FROM GEORGETOWN.
 DD1341'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1341'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1341'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1341'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1341'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 DD1341'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1341'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE
 DD1341'0.55 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD TO A THREE WAY JUNCTION,
 DD1341'THENCE 0.55 KM (0.35 MI) EASTERLY ALONG A SAND ROAD, SET NEAR A POWER
 DD1341'POLE, 0.1 KM (0.05 MI) NORTHWEST OF A SAND ROAD LEADING TO THE
 DD1341'BOARDWALK, 29.87 METERS (98.0 FT) NORTH OF THE CENTER OF THE SAND
 DD1341'ROAD, 4.73 METERS (15.52 FT) WEST SOUTHWEST OF POWER POLE 32335/R12,
 DD1341'4.62 METERS (15.16 FT) EAST OF A 12 INCH PINE TREE, 20.0 METERS
 DD1341'(65.62 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE SAND ROAD LEADING
 DD1341'TO THE BOARDWALK.
 DD1341'THE MARK IS 2.93 METERS  SSW FROM A WITNESS POST.
 DD1341
 DD1341                          STATION RECOVERY (1992)
 DD1341
 DD1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1341'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1341'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD1341'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD1341'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 0.7 KM (0.45 MI)
 DD1341'EASTERLY ALONG MARSH ROAD, 29.9 M (98.1 FT) NORTH OF THE ROAD CENTER,
 DD1341'4.6 M (15.1 FT) EAST OF A 12-INCH PINE TREE, 3.9 M (12.8 FT)
 DD1341'SOUTHWEST OF UTILITY POLE NUMBER 72296 WITH 4 GUY CABLES, 3.0 M (9.8
 DD1341'FT) SOUTH-SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL
 DD1341'OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD1341
 DD1341                          STATION RECOVERY (2000)
 DD1341
 DD1341'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DD1341'STATION IS LOCATED 4.4 MILES (7.1 KM) EAST OF GEORGETOWN.
 DD1341'OWNERSHIP--BELLE W.  BARUCH INSTITUTE FOR MARINE BIOLOGY AND COASTAL
 DD1341'RESEARCH, P.O.  BOX 1630, GEORGETOWN, SC 29442, PHONE 843-546-3623. TO
 DD1341'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 17 (CHURCH
 DD1341'STREET) AND 701 (FRASER STREET) IN GEORGETOWN, GO EAST ON HIGHWAY 17
 DD1341'FOR 3.7 MILES (6.0 KM) TO THE ENTRANCE TO BELLE W.  BARUCH INSTITUTE,
 DD1341'TURN RIGHT ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM) TO AN ELECTRIC
 DD1341'GATE, CONTINUE AHEAD THROUGH GATE FOR 0.3 MILE (0.5 KM) TO A SAND ROAD
 DD1341'LEFT (LEADING TO THE LAB) AND A FORKED SAND ROAD AHEAD, TURN LEFT ON
 DD1341'THE SAND ROAD FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR
 DD1341'A POWER POLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD1341'1.0 FOOT (0.3 M) ABOVE THE ROAD, 13.2 FEET (4.0 M) WEST SOUTHWEST OF
 DD1341'THE POWER POLE NUMBER 72296 WITH FOUR GUY WIRES, 99.3 FEET (30.3 M)
 DD1341'NORTH OF THE CENTER OF THE ROAD, 10.1 FEET (3.1 M) SOUTH SOUTHWEST OF
 DD1341'A WITNESS POST.
 DD1341
 DD1341                          STATION RECOVERY (2004)
 DD1341
 DD1341'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1341'RECOVERED IN GOOD CONDITION.
 DD1341
 DD1341                          STATION RECOVERY (2005)
 DD1341
 DD1341'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1341'RECOVERED IN GOOD CONDITION.
 DD1341
 DD1341                          STATION RECOVERY (2005)
 DD1341
 DD1341'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1342 ***********************************************************************
 DD1342  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1342  DESIGNATION -  22 101
 DD1342  PID         -  DD1342
 DD1342  STATE/COUNTY-  SC/GEORGETOWN
 DD1342  USGS QUAD   -  NORTH ISLAND (1973)
 DD1342
 DD1342                         *CURRENT SURVEY CONTROL
 DD1342  ___________________________________________________________________
 DD1342* NAD 83(1986)-  33 21 19.     (N)    079 12 20.     (W)     SCALED    
 DD1342* NAVD 88     -         3.798  (meters)      12.46   (feet)  ADJUSTED  
 DD1342  ___________________________________________________________________
 DD1342  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DD1342  DYNAMIC HT  -           3.794 (meters)      12.45  (feet)  COMP
 DD1342  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DD1342
 DD1342  VERT ORDER  -  FIRST     CLASS II
 DD1342
 DD1342.The horizontal coordinates were scaled from a topographic map and have
 DD1342.an estimated accuracy of +/- 6 seconds.
 DD1342
 DD1342.The orthometric height was determined by differential leveling
 DD1342.and adjusted by the National Geodetic Survey in June 1991..
 DD1342
 DD1342.This Tidal Bench Mark is designated as VM 16413
 DD1342.by the Center for Operational Oceanographic Products and Services.
 DD1342
 DD1342.The geoid height was determined by GEOID03.
 DD1342
 DD1342.The dynamic height is computed by dividing the NAVD 88
 DD1342.geopotential number by the normal gravity value computed on the
 DD1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1342.degrees latitude (g = 980.6199 gals.).
 DD1342
 DD1342.The modeled gravity was interpolated from observed gravity values.
 DD1342
 DD1342;                    North         East    Units  Estimated Accuracy
 DD1342;SPC SC       -   170,230.      776,580.      MT  (+/- 180 meters Scaled)
 DD1342
 DD1342                          SUPERSEDED SURVEY CONTROL
 DD1342
 DD1342  NGVD 29 (03/21/89)    4.104  (m)           13.46   (f) ADJUSTED    1 2
 DD1342
 DD1342.Superseded values are not recommended for survey control.
 DD1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1342.See file dsdata.txt to determine how the superseded data were derived.
 DD1342
 DD1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS669921(NAD 83)
 DD1342_MARKER: DD = SURVEY DISK
 DD1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1342_SP_SET: CONCRETE POST
 DD1342_STAMPING: VERT 22 101 1986
 DD1342_MARK LOGO: SCGS  
 DD1342_PROJECTION: FLUSH
 DD1342_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1342+STABILITY: SURFACE MOTION
 DD1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1342+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2005
 DD1342
 DD1342  HISTORY     - Date     Condition        Report By
 DD1342  HISTORY     - 1986     MONUMENTED       SCGS
 DD1342  HISTORY     - 19920817 GOOD             NGS
 DD1342  HISTORY     - 20000229 GOOD             SCGS
 DD1342  HISTORY     - 20040706 GOOD             USPSQD
 DD1342  HISTORY     - 20051028 GOOD             USPSQD
 DD1342
 DD1342                          STATION DESCRIPTION
 DD1342
 DD1342'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1342'7.9 KM (4.9 MI) ESE FROM GEORGETOWN.
 DD1342'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1342'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1342'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1342'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1342'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF A BRIDGE OVER THE
 DD1342'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1342'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE
 DD1342'0.55 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD TO A THREE WAY JUNCTION,
 DD1342'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A SAND ROAD TO A Y-JUNCTION,
 DD1342'THENCE 1.5 KM (0.95 MI) SOUTHEAST ALONG A SAND ROAD, SET NEAR A POWER
 DD1342'POLE WITH FOUR GUY WIRES ON THE OUTSIDE OF A CURVE, 0.9 METER
 DD1342'(2.95 FT) EAST OF THE POWER POLE NUMBER 33739, 6.5 METERS (21.33 FT)
 DD1342'SOUTH SOUTHWEST OF THE CENTER OF THE SAND ROAD, 8.4 METERS (29.56 FT)
 DD1342'NORTHWEST OF A 8 INCH LIVE OAK TREE.
 DD1342'THE MARK IS 1.90 METERS  N FROM A WITNESS POST.
 DD1342
 DD1342                          STATION RECOVERY (1992)
 DD1342
 DD1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1342'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1342'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD1342'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD1342'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 2.3 KM (1.40 MI)
 DD1342'EASTERLY ALONG MARSH ROAD, 8.4 M (27.6 FT) NORTHWEST OF A 10-INCH OAK
 DD1342'TREE, 6.1 M (20.0 FT) SOUTHWEST OF THE ROAD CENTER, 1.9 M (6.2 FT)
 DD1342'NORTH-NORTHWEST OF A WITNESS POST, 0.9 M (3.0 FT) EAST-SOUTHEAST OF
 DD1342'UTILITY POLE NUMBER 33739, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DD1342'ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD1342
 DD1342                          STATION RECOVERY (2000)
 DD1342
 DD1342'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DD1342'STATION IS LOCATED 5.4 MILES (8.7 KM) EAST OF GEORGETOWN.
 DD1342'OWNERSHIP--BELLE W.  BARUCH INSTITUTE FOR MARINE BIOLOGY AND COASTAL
 DD1342'RESEARCH, P.O.  BOX 1630, GEORGETOWN, SC 29442, PHONE 843-546-3623. TO
 DD1342'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 17 (CHURCH
 DD1342'STREET) AND 701 (FRASER STREET) IN GEORGETOWN, GO EAST ON HIGHWAY 17
 DD1342'FOR 3.7 MILES (6.0 KM) TO THE ENTRANCE TO BELLE W.  BARUCH INSTITUTE,
 DD1342'TURN RIGHT ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM) TO AN ELECTRIC
 DD1342'GATE, CONTINUE AHEAD THROUGH GATE FOR 0.3 MILE (0.5 KM) TO A SAND ROAD
 DD1342'LEFT (LEADING TO THE LAB) AND A FORKED SAND ROAD AHEAD, TURN LEFT ON
 DD1342'THE SAND ROAD FOR 1.4 MILES (2.3 KM) TO THE STATION ON THE RIGHT NEAR
 DD1342'A POWER POLE.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM)
 DD1342'AND LEVEL WITH THE ROAD, 3.0 FEET (0.9 M) EAST SOUTHEAST OF THE POWER
 DD1342'POLE NUMBER 33739 WITH TWO GUY WIRES, 17.0 FEET (5.2 M) SOUTH
 DD1342'SOUTHWEST OF THE CENTER OF THE ROAD, 6.3 FEET (1.9 M) NORTH OF A
 DD1342'WITNESS POST.
 DD1342
 DD1342                          STATION RECOVERY (2004)
 DD1342
 DD1342'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1342'RECOVERED IN GOOD CONDITION.
 DD1342
 DD1342                          STATION RECOVERY (2005)
 DD1342
 DD1342'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1346 ***********************************************************************
 DD1346  DESIGNATION -  22 102
 DD1346  PID         -  DD1346
 DD1346  STATE/COUNTY-  SC/GEORGETOWN
 DD1346  USGS QUAD   -  NORTH ISLAND (1973)
 DD1346
 DD1346                         *CURRENT SURVEY CONTROL
 DD1346  ___________________________________________________________________
 DD1346* NAD 83(1986)-  33 20 37.     (N)    079 12 05.     (W)     SCALED    
 DD1346* NAVD 88     -         2.049  (meters)       6.72   (feet)  ADJUSTED  
 DD1346  ___________________________________________________________________
 DD1346  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1346  DYNAMIC HT  -           2.047 (meters)       6.72  (feet)  COMP
 DD1346  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DD1346
 DD1346  VERT ORDER  -  FIRST     CLASS II
 DD1346
 DD1346.The horizontal coordinates were scaled from a topographic map and have
 DD1346.an estimated accuracy of +/- 6 seconds.
 DD1346
 DD1346.The orthometric height was determined by differential leveling
 DD1346.and adjusted by the National Geodetic Survey in June 1991..
 DD1346
 DD1346.The geoid height was determined by GEOID03.
 DD1346
 DD1346.The dynamic height is computed by dividing the NAVD 88
 DD1346.geopotential number by the normal gravity value computed on the
 DD1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1346.degrees latitude (g = 980.6199 gals.).
 DD1346
 DD1346.The modeled gravity was interpolated from observed gravity values.
 DD1346
 DD1346;                    North         East    Units  Estimated Accuracy
 DD1346;SPC SC       -   168,940.      776,990.      MT  (+/- 180 meters Scaled)
 DD1346
 DD1346                          SUPERSEDED SURVEY CONTROL
 DD1346
 DD1346  NGVD 29 (03/21/89)    2.355  (m)            7.73   (f) ADJUSTED    1 2
 DD1346
 DD1346.Superseded values are not recommended for survey control.
 DD1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1346.See file dsdata.txt to determine how the superseded data were derived.
 DD1346
 DD1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS673908(NAD 83)
 DD1346_MARKER: DD = SURVEY DISK
 DD1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1346_SP_SET: CONCRETE POST
 DD1346_STAMPING: VERT 22 102 1986
 DD1346_MARK LOGO: SCGS  
 DD1346_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1346
 DD1346  HISTORY     - Date     Condition        Report By
 DD1346  HISTORY     - 1986     MONUMENTED       SCGS
 DD1346
 DD1346                          STATION DESCRIPTION
 DD1346
 DD1346'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1346'8.75 KM (5.45 MI) SE FROM GEORGETOWN.
 DD1346'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1346'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1346'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1346'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 DD1346'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1346'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE
 DD1346'0.55 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD TO A THREE WAY JUNCTION,
 DD1346'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A SAND ROAD TO A Y-JUNCTION,
 DD1346'THENCE 2.9 KM (1.8 MI) SOUTH ALONG A SAND ROAD TO THE ENTRANCE TO A
 DD1346'MARINE LAB, CONTINUE 0.9 KM (0.55 MI) SOUTH ALONG A SAND ROAD (MARSH
 DD1346'ROAD), SET NEAR A BLAZED PINE TREE, 10.82 METERS (35.5 FT) NORTHWEST
 DD1346'OF THE CENTER OF THE SAND ROAD, 9.3 METERS (30.5 FT) EAST SOUTHEAST OF
 DD1346'A 22 INCH LIVE OAK TREE, 5.55 METERS (18.21 FT) SOUTHEAST OF THE
 DD1346'BLAZED 18 INCH PINE TREE, 3.4 METERS (11.16 FT) EAST NORTHEAST OF A 40
 DD1346'INCH Y-SHAPED LIVE OAK TREE.
 DD1346'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 DD1346'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1352 ***********************************************************************
 DD1352  DESIGNATION -  22 103
 DD1352  PID         -  DD1352
 DD1352  STATE/COUNTY-  SC/GEORGETOWN
 DD1352  USGS QUAD   -  NORTH ISLAND (1973)
 DD1352
 DD1352                         *CURRENT SURVEY CONTROL
 DD1352  ___________________________________________________________________
 DD1352* NAD 83(1986)-  33 19 36.     (N)    079 12 15.     (W)     SCALED    
 DD1352* NAVD 88     -         1.234  (meters)       4.05   (feet)  ADJUSTED  
 DD1352  ___________________________________________________________________
 DD1352  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DD1352  DYNAMIC HT  -           1.233 (meters)       4.05  (feet)  COMP
 DD1352  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DD1352
 DD1352  VERT ORDER  -  FIRST     CLASS II
 DD1352
 DD1352.The horizontal coordinates were scaled from a topographic map and have
 DD1352.an estimated accuracy of +/- 6 seconds.
 DD1352
 DD1352.The orthometric height was determined by differential leveling
 DD1352.and adjusted by the National Geodetic Survey in June 1991..
 DD1352
 DD1352.The geoid height was determined by GEOID03.
 DD1352
 DD1352.The dynamic height is computed by dividing the NAVD 88
 DD1352.geopotential number by the normal gravity value computed on the
 DD1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1352.degrees latitude (g = 980.6199 gals.).
 DD1352
 DD1352.The modeled gravity was interpolated from observed gravity values.
 DD1352
 DD1352;                    North         East    Units  Estimated Accuracy
 DD1352;SPC SC       -   167,060.      776,770.      MT  (+/- 180 meters Scaled)
 DD1352
 DD1352                          SUPERSEDED SURVEY CONTROL
 DD1352
 DD1352  NGVD 29 (03/21/89)    1.540  (m)            5.05   (f) ADJUSTED    1 2
 DD1352
 DD1352.Superseded values are not recommended for survey control.
 DD1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1352.See file dsdata.txt to determine how the superseded data were derived.
 DD1352
 DD1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS671889(NAD 83)
 DD1352_MARKER: DD = SURVEY DISK
 DD1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1352_SP_SET: CONCRETE POST
 DD1352_STAMPING: VERT 22 103 1986
 DD1352_MARK LOGO: SCGS  
 DD1352_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1352+STABILITY: SURFACE MOTION
 DD1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1352+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD1352
 DD1352  HISTORY     - Date     Condition        Report By
 DD1352  HISTORY     - 1986     MONUMENTED       SCGS
 DD1352  HISTORY     - 19920817 GOOD             NGS
 DD1352
 DD1352                          STATION DESCRIPTION
 DD1352
 DD1352'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1352'9.5 KM (5.9 MI) SE FROM GEORGETOWN.
 DD1352'THE MARK IS 0.30 M ABOVE SAND ROAD.
 DD1352'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1352'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1352'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1352'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 DD1352'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1352'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE
 DD1352'0.55 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD TO A THREE WAY JUNCTION,
 DD1352'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A SAND ROAD TO A Y-JUNCTION,
 DD1352'THENCE 2.9 KM (1.8 MI) SOUTH ALONG A SAND ROAD TO THE ENTRANCE TO A
 DD1352'MARINE LAB, CONTINUE 1.8 KM (1.1 MI) SOUTH ALONG THE SAND ROAD (MARSH
 DD1352'ROAD) TO A T-JUNCTION, THENCE 1.8 KM (1.1 MI) SOUTHERLY AND NORTHERLY
 DD1352'ALONG A SAND ROAD, SET NEAR A BLAZED PINE TREE IN THE SOUTH ANGLE OF A
 DD1352'DIM WOODS ROAD, 1.3 KM (0.8 MI) SOUTHWEST OF A LOOKOUT TOWER,
 DD1352'9.1 METERS (29.86 FT) SOUTHEAST OF THE CENTER OF THE SAND ROAD,
 DD1352'7.4 METERS (24.28 FT) WEST SOUTHWEST OF THE CENTER OF THE DIM WOODS
 DD1352'ROAD, 11.11 METERS (36.45 FT) NORTHEAST OF A 14 INCH CROOKED LIVE OAK
 DD1352'TREE, 3.93 METERS (12.89 FT) SOUTH SOUTHWEST OF THE BLAZED 14 INCH
 DD1352'PINE TREE.
 DD1352'THE MARK IS 0.32 METERS  NE FROM A WITNESS POST.
 DD1352
 DD1352                          STATION RECOVERY (1992)
 DD1352
 DD1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1352'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1352'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD1352'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD1352'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 5.5 KM (3.40 MI)
 DD1352'EASTERLY ALONG MARSH ROAD, THENCE 1.8 KM (1.10 MI) SOUTHEASTERLY
 DD1352'ALONG CLAMBAKE ROAD, 1.3 KM (0.80 MI) SOUTHWEST OF A LOOKOUT TOWER,
 DD1352'11.1 M (36.4 FT) NORTHEAST OF A 14-INCH OAK TREE, 9.1 M (29.9 FT)
 DD1352'SOUTHEAST OF THE ROAD CENTER, 7.4 M (24.3 FT) SOUTHWEST OF THE CENTER
 DD1352'OF A TRACK ROAD, 3.9 M (12.8 FT) SOUTH-SOUTHWEST OF A BLAZED 14-INCH
 DD1352'PINE TREE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT)
 DD1352'NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16
 DD1352'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1356 ***********************************************************************
 DD1356  DESIGNATION -  22 104
 DD1356  PID         -  DD1356
 DD1356  STATE/COUNTY-  SC/GEORGETOWN
 DD1356  USGS QUAD   -  NORTH ISLAND (1973)
 DD1356
 DD1356                         *CURRENT SURVEY CONTROL
 DD1356  ___________________________________________________________________
 DD1356* NAD 83(1986)-  33 22 16.     (N)    079 13 05.     (W)     SCALED    
 DD1356* NAVD 88     -         7.568  (meters)      24.83   (feet)  ADJUSTED  
 DD1356  ___________________________________________________________________
 DD1356  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DD1356  DYNAMIC HT  -           7.560 (meters)      24.80  (feet)  COMP
 DD1356  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 DD1356
 DD1356  VERT ORDER  -  FIRST     CLASS II
 DD1356
 DD1356.The horizontal coordinates were scaled from a topographic map and have
 DD1356.an estimated accuracy of +/- 6 seconds.
 DD1356
 DD1356.The orthometric height was determined by differential leveling
 DD1356.and adjusted by the National Geodetic Survey in June 1991..
 DD1356
 DD1356.The geoid height was determined by GEOID03.
 DD1356
 DD1356.The dynamic height is computed by dividing the NAVD 88
 DD1356.geopotential number by the normal gravity value computed on the
 DD1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1356.degrees latitude (g = 980.6199 gals.).
 DD1356
 DD1356.The modeled gravity was interpolated from observed gravity values.
 DD1356
 DD1356;                    North         East    Units  Estimated Accuracy
 DD1356;SPC SC       -   171,960.      775,390.      MT  (+/- 180 meters Scaled)
 DD1356
 DD1356                          SUPERSEDED SURVEY CONTROL
 DD1356
 DD1356  NGVD 29 (03/21/89)    7.875  (m)           25.84   (f) ADJUSTED    1 2
 DD1356
 DD1356.Superseded values are not recommended for survey control.
 DD1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1356.See file dsdata.txt to determine how the superseded data were derived.
 DD1356
 DD1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS657938(NAD 83)
 DD1356_MARKER: DD = SURVEY DISK
 DD1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1356_SP_SET: CONCRETE POST
 DD1356_STAMPING: VERT 22 104 1986
 DD1356_MARK LOGO: SCGS  
 DD1356_PROJECTION: FLUSH
 DD1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1356
 DD1356  HISTORY     - Date     Condition        Report By
 DD1356  HISTORY     - 1986     MONUMENTED       SCGS
 DD1356
 DD1356                          STATION DESCRIPTION
 DD1356
 DD1356'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1356'6.2 KM (3.85 MI) EAST FROM GEORGETOWN.
 DD1356'6.9 KM (4.3 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1356'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1356'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN, NEAR A
 DD1356'POWER POLE ON THE SOUTHWEST SIDE OF A SMALL BARN, 1.1 KM (0.7 MI)
 DD1356'NORTHEAST OF THE ENTRANCE TO HOBCAW BARONY, 30.34 METERS (99.54 FT)
 DD1356'NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 DD1356'8.25 METERS (27.07 FT) WEST SOUTHWEST OF THE SOUTH CORNER OF THE BARN,
 DD1356'2.1 METERS (6.89 FT) EAST SOUTHEAST OF A 8 INCH PIN OAK TREE,
 DD1356'1.74 METERS (5.71 FT) WEST SOUTHWEST OF THE POWER POLE NUMBER 32380,
 DD1356'15.25 METERS (50.03 FT) SOUTH SOUTHEAST OF A 30 INCH PINE TREE.
 DD1356'THE MARK IS 1.20 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1357 ***********************************************************************
 DD1357  DESIGNATION -  22 105
 DD1357  PID         -  DD1357
 DD1357  STATE/COUNTY-  SC/GEORGETOWN
 DD1357  USGS QUAD   -  NORTH ISLAND (1973)
 DD1357
 DD1357                         *CURRENT SURVEY CONTROL
 DD1357  ___________________________________________________________________
 DD1357* NAD 83(1986)-  33 22 30.     (N)    079 12 41.     (W)     SCALED    
 DD1357* NAVD 88     -         7.121  (meters)      23.36   (feet)  ADJUSTED  
 DD1357  ___________________________________________________________________
 DD1357  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DD1357  DYNAMIC HT  -           7.113 (meters)      23.34  (feet)  COMP
 DD1357  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 DD1357
 DD1357  VERT ORDER  -  FIRST     CLASS II
 DD1357
 DD1357.The horizontal coordinates were scaled from a topographic map and have
 DD1357.an estimated accuracy of +/- 6 seconds.
 DD1357
 DD1357.The orthometric height was determined by differential leveling
 DD1357.and adjusted by the National Geodetic Survey in June 1991..
 DD1357
 DD1357.The geoid height was determined by GEOID03.
 DD1357
 DD1357.The dynamic height is computed by dividing the NAVD 88
 DD1357.geopotential number by the normal gravity value computed on the
 DD1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1357.degrees latitude (g = 980.6199 gals.).
 DD1357
 DD1357.The modeled gravity was interpolated from observed gravity values.
 DD1357
 DD1357;                    North         East    Units  Estimated Accuracy
 DD1357;SPC SC       -   172,410.      776,000.      MT  (+/- 180 meters Scaled)
 DD1357
 DD1357                          SUPERSEDED SURVEY CONTROL
 DD1357
 DD1357  NGVD 29 (05/09/91)    7.424  (m)           24.36   (f) ADJUSTED    1 2
 DD1357
 DD1357.Superseded values are not recommended for survey control.
 DD1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1357.See file dsdata.txt to determine how the superseded data were derived.
 DD1357
 DD1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS663942(NAD 83)
 DD1357_MARKER: DD = SURVEY DISK
 DD1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1357_SP_SET: CONCRETE POST
 DD1357_STAMPING: VERT 22 105 1986
 DD1357_MARK LOGO: SCGS  
 DD1357_PROJECTION: RECESSED 7 CENTIMETERS
 DD1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1357+STABILITY: SURFACE MOTION
 DD1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1357+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1990
 DD1357
 DD1357  HISTORY     - Date     Condition        Report By
 DD1357  HISTORY     - 1986     MONUMENTED       SCGS
 DD1357  HISTORY     - 19900505 GOOD             NGS
 DD1357
 DD1357                          STATION DESCRIPTION
 DD1357
 DD1357'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1357'6.8 KM (4.2 MI) EAST FROM GEORGETOWN.
 DD1357'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1357'7.7 KM (4.8 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1357'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1357'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE
 DD1357'ENTRANCE TO DEBIORDIEU COLONY CLUB, THENCE 0.2 KM (0.1 MI) EASTERLY
 DD1357'ALONG LUVAN WAY (ENTRANCE ROAD), SET IN A CLUSTER OF PINE TREES NEAR
 DD1357'THE SOUTHWEST CORNER OF THE DEBIORDIEU OFFICE BUILDING, 23.0 METERS
 DD1357'(75.46 FT) NORTH NORTHWEST OF THE CENTER OF LUVAN WAY, 8.54 METERS
 DD1357'(28.02 FT) WEST NORTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE
 DD1357'BUILDING, 1.23 METERS (4.04 FT) EAST SOUTHEAST OF A 12 INCH PINE TREE,
 DD1357'17.85 METERS (58.56 FT) NORTHWEST OF A POWER POLE NUMBER 20392,
 DD1357'18.2 METERS (59.71 FT) SOUTH SOUTHEAST OF A 4 INCH MAGNOLIA TREE.
 DD1357
 DD1357                          STATION RECOVERY (1990)
 DD1357
 DD1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1357'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1357'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 0.2 KM (0.12
 DD1357'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD1357'WAY), 24.4 M (80.05 FT) NORTH-NORTHWEST OF AND LEVEL WITH THE ROAD
 DD1357'CENTER, 8.5 M (27.89 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 DD1357'DEBORDIEM OFFICE, 4.5 M (14.76 FT) SOUTHEAST OF A SECURITY LIGHT
 DD1357'POLE, 1.1 M (3.61 FT) EAST OF AN 8-INCH PINE TREE WITH A SCGS
 DD1357'REFERENCE WASHER, AND IN A CONCRETE MONUMENT THAT IS 0.1 M (0.33 FT)
 DD1357'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1358 ***********************************************************************
 DD1358  DESIGNATION -  22 106
 DD1358  PID         -  DD1358
 DD1358  STATE/COUNTY-  SC/GEORGETOWN
 DD1358  USGS QUAD   -  NORTH ISLAND (1973)
 DD1358
 DD1358                         *CURRENT SURVEY CONTROL
 DD1358  ___________________________________________________________________
 DD1358* NAD 83(1986)-  33 22 13.     (N)    079 12 01.     (W)     SCALED    
 DD1358* NAVD 88     -         5.404  (meters)      17.73   (feet)  ADJUSTED  
 DD1358  ___________________________________________________________________
 DD1358  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1358  DYNAMIC HT  -           5.398 (meters)      17.71  (feet)  COMP
 DD1358  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 DD1358
 DD1358  VERT ORDER  -  FIRST     CLASS II
 DD1358
 DD1358.The horizontal coordinates were scaled from a topographic map and have
 DD1358.an estimated accuracy of +/- 6 seconds.
 DD1358
 DD1358.The orthometric height was determined by differential leveling
 DD1358.and adjusted by the National Geodetic Survey in June 1991..
 DD1358.WARNING-Repeat measurements at this control monument indicate possible
 DD1358.vertical movement.
 DD1358
 DD1358.The geoid height was determined by GEOID03.
 DD1358
 DD1358.The dynamic height is computed by dividing the NAVD 88
 DD1358.geopotential number by the normal gravity value computed on the
 DD1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1358.degrees latitude (g = 980.6199 gals.).
 DD1358
 DD1358.The modeled gravity was interpolated from observed gravity values.
 DD1358
 DD1358;                    North         East    Units  Estimated Accuracy
 DD1358;SPC SC       -   171,900.      777,040.      MT  (+/- 180 meters Scaled)
 DD1358
 DD1358                          SUPERSEDED SURVEY CONTROL
 DD1358
 DD1358  NGVD 29 (05/09/91)    5.707  (m)           18.72   (f) ADJUSTED    1 2
 DD1358
 DD1358.Superseded values are not recommended for survey control.
 DD1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1358.See file dsdata.txt to determine how the superseded data were derived.
 DD1358
 DD1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS674937(NAD 83)
 DD1358_MARKER: DD = SURVEY DISK
 DD1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1358_SP_SET: CONCRETE POST
 DD1358_STAMPING: VERT 22 106 1986
 DD1358_MARK LOGO: SCGS  
 DD1358_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1358+STABILITY: SURFACE MOTION
 DD1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1358+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1990
 DD1358
 DD1358  HISTORY     - Date     Condition        Report By
 DD1358  HISTORY     - 1986     MONUMENTED       SCGS
 DD1358  HISTORY     - 19900505 GOOD             NGS
 DD1358
 DD1358                          STATION DESCRIPTION
 DD1358
 DD1358'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1358'7.9 KM (4.9 MI) EAST FROM GEORGETOWN.
 DD1358'THE MARK IS 0.30 M BELOW ROAD.
 DD1358'7.7 KM (4.8 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1358'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1358'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE
 DD1358'ENTRANCE TO DEBIORDIEU COLONY CLUB, THENCE 0.25 KM (0.15 MI) EASTERLY
 DD1358'ALONG LUVAN WAY (ENTRANCE ROAD) TO A GUARD HOUSE, CONTINUE 1.2 KM
 DD1358'(0.75 MI) EASTERLY ALONG LUVAN WAY, SET NEAR A TWIN TRUNK OAK TREE IN
 DD1358'THE MEDIAN BETWEEN OLD CARRIAGE ROAD AND LUVAN WAY, 16.6 METERS
 DD1358'(54.46 FT) SOUTH SOUTHWEST OF THE CENTER OF LUVAN WAY, 2.05 METERS
 DD1358'(6.73 FT) WEST NORTHWEST OF THE TWIN TRUNK OAK TREE, 4.91 METERS
 DD1358'(16.11 FT) EAST OF A 16 INCH PINE TREE, 10.7 METERS (35.11 FT) NORTH
 DD1358'NORTHEAST OF THE CENTER OF OLD CARRIAGE ROAD, 21.9 METERS (71.85 FT)
 DD1358'SOUTHEAST OF A POWER LINE STUB POLE NUMBER 33755.
 DD1358'THE MARK IS 0.30 METERS  ENE FROM A WITNESS POST.
 DD1358
 DD1358                          STATION RECOVERY (1990)
 DD1358
 DD1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1358'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1358'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 1.4 KM (0.87
 DD1358'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD1358'WAY), 16.3 M (53.48 FT) SOUTH OF THE CENTER OF THE ROAD, 10.7 M
 DD1358'(35.10 FT) NORTH-NORTHEAST OF THE CENTER OF A TRACK ROAD, 4.7 M
 DD1358'(15.42 FT) EAST OF A 16-INCH PINE TREE WITH A SCGS REFERENCE WASHER,
 DD1358'1.7 M (5.58 FT) WEST OF A TWIN TRUNKED OAK TREE WITH A REFERENCE
 DD1358'WASHER, 0.3 M (0.98 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (0.98 FT)
 DD1358'NORTHEAST OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS FLUSH
 DD1358'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1359 ***********************************************************************
 DD1359  DESIGNATION -  22 107
 DD1359  PID         -  DD1359
 DD1359  STATE/COUNTY-  SC/GEORGETOWN
 DD1359  USGS QUAD   -  NORTH ISLAND (1973)
 DD1359
 DD1359                         *CURRENT SURVEY CONTROL
 DD1359  ___________________________________________________________________
 DD1359* NAD 83(1986)-  33 22 15.     (N)    079 11 12.     (W)     SCALED    
 DD1359* NAVD 88     -         3.897  (meters)      12.79   (feet)  ADJUSTED  
 DD1359  ___________________________________________________________________
 DD1359  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DD1359  DYNAMIC HT  -           3.892 (meters)      12.77  (feet)  COMP
 DD1359  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DD1359
 DD1359  VERT ORDER  -  FIRST     CLASS II
 DD1359
 DD1359.The horizontal coordinates were scaled from a topographic map and have
 DD1359.an estimated accuracy of +/- 6 seconds.
 DD1359
 DD1359.The orthometric height was determined by differential leveling
 DD1359.and adjusted by the National Geodetic Survey in June 1991..
 DD1359
 DD1359.The geoid height was determined by GEOID03.
 DD1359
 DD1359.The dynamic height is computed by dividing the NAVD 88
 DD1359.geopotential number by the normal gravity value computed on the
 DD1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1359.degrees latitude (g = 980.6199 gals.).
 DD1359
 DD1359.The modeled gravity was interpolated from observed gravity values.
 DD1359
 DD1359;                    North         East    Units  Estimated Accuracy
 DD1359;SPC SC       -   171,980.      778,310.      MT  (+/- 180 meters Scaled)
 DD1359
 DD1359                          SUPERSEDED SURVEY CONTROL
 DD1359
 DD1359  NGVD 29 (05/09/91)    4.200  (m)           13.78   (f) ADJUSTED    1 2
 DD1359
 DD1359.Superseded values are not recommended for survey control.
 DD1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1359.See file dsdata.txt to determine how the superseded data were derived.
 DD1359
 DD1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS686938(NAD 83)
 DD1359_MARKER: DD = SURVEY DISK
 DD1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1359_SP_SET: CONCRETE POST
 DD1359_STAMPING: VERT 22 107 1986
 DD1359_MARK LOGO: SCGS  
 DD1359_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1359+STABILITY: SURFACE MOTION
 DD1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1359+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1990
 DD1359
 DD1359  HISTORY     - Date     Condition        Report By
 DD1359  HISTORY     - 1986     MONUMENTED       SCGS
 DD1359  HISTORY     - 19900505 GOOD             NGS
 DD1359
 DD1359                          STATION DESCRIPTION
 DD1359
 DD1359'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1359'9.1 KM (5.65 MI) EAST FROM GEORGETOWN.
 DD1359'THE MARK IS 0.30 M BELOW ROAD.
 DD1359'7.7 KM (4.8 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1359'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1359'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE
 DD1359'ENTRANCE TO DEBIORDIEU COLONY CLUB, THENCE 0.25 KM (0.15 MI) EASTERLY
 DD1359'ALONG LUVAN WAY (ENTRANCE ROAD) TO A GUARD HOUSE, CONTINUE 2.4 KM
 DD1359'(1.5 MI) EASTERLY ALONG LUVAN WAY, SET NEAR A LIVE OAK TREE IN THE
 DD1359'MEDIAN BETWEEN OLD CARRIAGE ROAD AND LUVAN WAY, 10.16 METERS
 DD1359'(33.33 FT) SOUTH SOUTHWEST OF THE CENTER OF LUVAN WAY, 17.4 METERS
 DD1359'(57.09 FT) NORTH NORTHEAST OF THE CENTER OF OLD CARRIAGE ROAD,
 DD1359'2.5 METERS (8.2 FT) WEST OF THE 28 INCH OAK TREE, 7.45 METERS
 DD1359'(24.44 FT) NORTH NORTHEAST OF A 26 INCH SWEETGUM TREE.
 DD1359'THE MARK IS 0.60 METERS  ENE FROM A WITNESS POST.
 DD1359
 DD1359                          STATION RECOVERY (1990)
 DD1359
 DD1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1359'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1359'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 2.6 KM (1.62
 DD1359'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD1359'WAY), 17.3 M (56.76 FT) NORTH OF THE CENTER OF A TRACK ROAD, 12.7 M
 DD1359'(41.67 FT) WEST OF THE CENTER OF A CROSSOVER, 9.8 M (32.15 FT) SOUTH
 DD1359'OF THE CENTER OF THE ROAD, 7.1 M (23.29 FT) NORTH OF A 24-INCH SWEET
 DD1359'GUM TREE WITH A SCGS REFERENCE WASHER, 2.2 M (7.22 FT) WEST OF A
 DD1359'36-INCH OAK TREE WITH A REFERENCE WASHER, 0.6 M (1.97 FT) NORTHEAST
 DD1359'OF A WITNESS POST, 0.3 M (0.98 FT) BELOW THE LEVEL OF THE ROADS, AND
 DD1359'IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1360 ***********************************************************************
 DD1360  DESIGNATION -  22 108
 DD1360  PID         -  DD1360
 DD1360  STATE/COUNTY-  SC/GEORGETOWN
 DD1360  USGS QUAD   -  NORTH ISLAND (1973)
 DD1360
 DD1360                         *CURRENT SURVEY CONTROL
 DD1360  ___________________________________________________________________
 DD1360* NAD 83(1986)-  33 22 13.     (N)    079 10 43.     (W)     SCALED    
 DD1360* NAVD 88     -         3.204  (meters)      10.51   (feet)  ADJUSTED  
 DD1360  ___________________________________________________________________
 DD1360  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DD1360  DYNAMIC HT  -           3.201 (meters)      10.50  (feet)  COMP
 DD1360  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 DD1360
 DD1360  VERT ORDER  -  FIRST     CLASS II
 DD1360
 DD1360.The horizontal coordinates were scaled from a topographic map and have
 DD1360.an estimated accuracy of +/- 6 seconds.
 DD1360
 DD1360.The orthometric height was determined by differential leveling
 DD1360.and adjusted by the National Geodetic Survey in June 1991..
 DD1360
 DD1360.The geoid height was determined by GEOID03.
 DD1360
 DD1360.The dynamic height is computed by dividing the NAVD 88
 DD1360.geopotential number by the normal gravity value computed on the
 DD1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1360.degrees latitude (g = 980.6199 gals.).
 DD1360
 DD1360.The modeled gravity was interpolated from observed gravity values.
 DD1360
 DD1360;                    North         East    Units  Estimated Accuracy
 DD1360;SPC SC       -   171,940.      779,060.      MT  (+/- 180 meters Scaled)
 DD1360
 DD1360                          SUPERSEDED SURVEY CONTROL
 DD1360
 DD1360  NGVD 29 (05/09/91)    3.509  (m)           11.51   (f) ADJUSTED    1 2
 DD1360
 DD1360.Superseded values are not recommended for survey control.
 DD1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1360.See file dsdata.txt to determine how the superseded data were derived.
 DD1360
 DD1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS694938(NAD 83)
 DD1360_MARKER: DD = SURVEY DISK
 DD1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1360_SP_SET: CONCRETE POST
 DD1360_STAMPING: VERT 22 108 1986
 DD1360_MARK LOGO: SCGS  
 DD1360_PROJECTION: FLUSH
 DD1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1360+STABILITY: SURFACE MOTION
 DD1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1360+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1990
 DD1360
 DD1360  HISTORY     - Date     Condition        Report By
 DD1360  HISTORY     - 1986     MONUMENTED       SCGS
 DD1360  HISTORY     - 19900505 GOOD             NGS
 DD1360
 DD1360                          STATION DESCRIPTION
 DD1360
 DD1360'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1360'9.9 KM (6.15 MI) EAST FROM GEORGETOWN.
 DD1360'THE MARK IS ABOVE LEVEL WITH LUVAN WAY.
 DD1360'7.7 KM (4.8 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1360'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1360'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE
 DD1360'ENTRANCE TO DEBIORDIEU COLONY CLUB, THENCE 0.25 KM (0.15 MI) EASTERLY
 DD1360'ALONG LUVAN WAY (ENTRANCE ROAD) TO A GUARD HOUSE, CONTINUE 3.2 KM
 DD1360'(2.0 MI) EASTERLY ALONG LUVAN WAY, SET NEAR A TWIN TRUNK LIVE OAK TREE
 DD1360'IN THE MEDIAN BETWEEN OLD CARRIAGE ROAD AND LUVAN WAY, 2.42 METERS
 DD1360'(7.94 FT) WEST NORTHWEST OF THE TWIN TRUNK OAK TREE, 10.15 METERS
 DD1360'(33.3 FT) SOUTH SOUTHWEST OF THE CENTER OF LUVAN WAY, 9.4 METERS
 DD1360'(30.84 FT) NORTH NORTHEAST OF THE CENTER OF OLD CARRIAGE ROAD,
 DD1360'1.2 METERS (3.94 FT) EAST SOUTHEAST OF A 4 INCH CROOKED PINE TREE,
 DD1360'19.65 METERS (64.47 FT) SOUTHWEST OF A POWER POLE 32362/P 38.
 DD1360
 DD1360                          STATION RECOVERY (1990)
 DD1360
 DD1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1360'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1360'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 3.4 KM (2.11
 DD1360'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD1360'WAY), 20.0 M (65.62 FT) SOUTHWEST OF UTILITY POLE NUMBER 32363 WITH A
 DD1360'GUY CABLE, 9.8 M (32.15 FT) SOUTH-SOUTHWEST OF AND LEVEL WITH THE
 DD1360'ROAD CENTER, 8.7 M (28.54 FT) NORTH-NORTHEAST OF THE CENTER OF A
 DD1360'TRACK ROAD, 1.4 M (4.59 FT) WEST OF A 24-INCH OAK TREE WITH A SCGS
 DD1360'REFERENCE WASHER, 1.1 M (3.61 FT) EAST OF A 5-INCH PINE TREE WITH A
 DD1360'REFERENCE WASHER, 0.4 M (1.31 FT) NORTH-NORTHEAST OF A WITNESS POST,
 DD1360'AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1361 ***********************************************************************
 DD1361  DESIGNATION -  22 109
 DD1361  PID         -  DD1361
 DD1361  STATE/COUNTY-  SC/GEORGETOWN
 DD1361  USGS QUAD   -  NORTH ISLAND (1973)
 DD1361
 DD1361                         *CURRENT SURVEY CONTROL
 DD1361  ___________________________________________________________________
 DD1361* NAD 83(1986)-  33 22 09.     (N)    079 10 17.     (W)     SCALED    
 DD1361* NAVD 88     -         1.024  (meters)       3.36   (feet)  ADJUSTED  
 DD1361  ___________________________________________________________________
 DD1361  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DD1361  DYNAMIC HT  -           1.023 (meters)       3.36  (feet)  COMP
 DD1361  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 DD1361
 DD1361  VERT ORDER  -  FIRST     CLASS II
 DD1361
 DD1361.The horizontal coordinates were scaled from a topographic map and have
 DD1361.an estimated accuracy of +/- 6 seconds.
 DD1361
 DD1361.The orthometric height was determined by differential leveling
 DD1361.and adjusted by the National Geodetic Survey in June 1991..
 DD1361
 DD1361.The geoid height was determined by GEOID03.
 DD1361
 DD1361.The dynamic height is computed by dividing the NAVD 88
 DD1361.geopotential number by the normal gravity value computed on the
 DD1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1361.degrees latitude (g = 980.6199 gals.).
 DD1361
 DD1361.The modeled gravity was interpolated from observed gravity values.
 DD1361
 DD1361;                    North         East    Units  Estimated Accuracy
 DD1361;SPC SC       -   171,820.      779,730.      MT  (+/- 180 meters Scaled)
 DD1361
 DD1361                          SUPERSEDED SURVEY CONTROL
 DD1361
 DD1361  NGVD 29 (03/21/89)    1.329  (m)            4.36   (f) ADJUSTED    1 2
 DD1361
 DD1361.Superseded values are not recommended for survey control.
 DD1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1361.See file dsdata.txt to determine how the superseded data were derived.
 DD1361
 DD1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS701937(NAD 83)
 DD1361_MARKER: DD = SURVEY DISK
 DD1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1361_SP_SET: CONCRETE POST
 DD1361_STAMPING: VERT 22 109 1986
 DD1361_MARK LOGO: SCGS  
 DD1361_PROJECTION: FLUSH
 DD1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1361
 DD1361  HISTORY     - Date     Condition        Report By
 DD1361  HISTORY     - 1986     MONUMENTED       SCGS
 DD1361
 DD1361                          STATION DESCRIPTION
 DD1361
 DD1361'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1361'10.6 KM (6.6 MI) ENE FROM GEORGETOWN.
 DD1361'7.7 KM (4.8 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1361'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1361'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE
 DD1361'ENTRANCE TO DEBIORDIEU COLONY CLUB, THENCE 0.25 KM (0.15 MI) EASTERLY
 DD1361'ALONG LUVAN WAY (ENTRANCE ROAD) TO A GUARD HOUSE, CONTINUE 3.95 KM
 DD1361'(2.45 MI) EASTERLY ALONG LUVAN WAY, SET NEAR A Y-SHAPED LIVE OAK TREE
 DD1361'IN THE NORTHEAST ANGLE OF A SAND ROAD LEADING NORTHWEST, 5.23 METERS
 DD1361'(17.16 FT) NORTHWEST OF THE 24 INCH Y-SHAPED LIVE OAK TREE,
 DD1361'30.8 METERS (101.05 FT) NORTH NORTHWEST OF THE CENTER OF LUVAN WAY,
 DD1361'14.85 METERS (48.72 FT) EAST NORTHEAST OF THE CENTER OF THE SAND ROAD,
 DD1361'18.5 METERS (60.7 FT) SOUTH SOUTHWEST OF THE EDGE OF A LAGOON.
 DD1361'THE MARK IS 0.10 M BELOW LUVAN WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1363 ***********************************************************************
 DD1363  DESIGNATION -  22 110
 DD1363  PID         -  DD1363
 DD1363  STATE/COUNTY-  SC/GEORGETOWN
 DD1363  USGS QUAD   -  NORTH ISLAND (1973)
 DD1363
 DD1363                         *CURRENT SURVEY CONTROL
 DD1363  ___________________________________________________________________
 DD1363* NAD 83(1986)-  33 22 22.     (N)    079 09 47.     (W)     SCALED    
 DD1363* NAVD 88     -         1.739  (meters)       5.71   (feet)  ADJUSTED  
 DD1363  ___________________________________________________________________
 DD1363  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1363  DYNAMIC HT  -           1.737 (meters)       5.70  (feet)  COMP
 DD1363  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 DD1363
 DD1363  VERT ORDER  -  FIRST     CLASS II
 DD1363
 DD1363.The horizontal coordinates were scaled from a topographic map and have
 DD1363.an estimated accuracy of +/- 6 seconds.
 DD1363
 DD1363.The orthometric height was determined by differential leveling
 DD1363.and adjusted by the National Geodetic Survey in June 1991..
 DD1363
 DD1363.The geoid height was determined by GEOID03.
 DD1363
 DD1363.The dynamic height is computed by dividing the NAVD 88
 DD1363.geopotential number by the normal gravity value computed on the
 DD1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1363.degrees latitude (g = 980.6199 gals.).
 DD1363
 DD1363.The modeled gravity was interpolated from observed gravity values.
 DD1363
 DD1363;                    North         East    Units  Estimated Accuracy
 DD1363;SPC SC       -   172,240.      780,500.      MT  (+/- 180 meters Scaled)
 DD1363
 DD1363                          SUPERSEDED SURVEY CONTROL
 DD1363
 DD1363  NGVD 29 (05/09/91)    2.037  (m)            6.68   (f) ADJUSTED    1 2
 DD1363
 DD1363.Superseded values are not recommended for survey control.
 DD1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1363.See file dsdata.txt to determine how the superseded data were derived.
 DD1363
 DD1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS708941(NAD 83)
 DD1363_MARKER: DD = SURVEY DISK
 DD1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1363_SP_SET: CONCRETE POST
 DD1363_STAMPING: VERT 22 110 1986
 DD1363_MARK LOGO: SCGS  
 DD1363_PROJECTION: FLUSH
 DD1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1363+STABILITY: SURFACE MOTION
 DD1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1363+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1990
 DD1363
 DD1363  HISTORY     - Date     Condition        Report By
 DD1363  HISTORY     - 1986     MONUMENTED       SCGS
 DD1363  HISTORY     - 19900505 GOOD             NGS
 DD1363
 DD1363                          STATION DESCRIPTION
 DD1363
 DD1363'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1363'11.4 KM (7.1 MI) ENE FROM GEORGETOWN.
 DD1363'THE MARK IS ABOVE LEVEL WITH LUVAN WAY.
 DD1363'7.7 KM (4.8 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1363'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1363'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE
 DD1363'DEBIORDIEU COLONY CLUB, THENCE 0.25 KM (0.15 MI) EASTERLY ALONG LUVAN
 DD1363'WAY (ENTRANCE ROAD) TO A GUARD HOUSE, CONTINUE 4.9 KM (3.05 MI)
 DD1363'EASTERLY ALONG LUVAN WAY, SET NEAR A POWER POLE IN THE FRONT YARD OF A
 DD1363'THREE STORY CONCRETE FRAME HOUSE (RESIDENCE OF J.H. EASLEY JR., 21
 DD1363'LUVAN WAY SOUTH), 16.9 METERS (55.45 FT) NORTH OF THE NORTHEAST CORNER
 DD1363'OF THE HOUSE, 7.1 METERS (23.29 FT) WEST SOUTHWEST OF A POWER POLE
 DD1363'NUMBER 4351, 37.4 METERS (122.7 FT) SOUTH SOUTHEAST OF THE CENTER OF
 DD1363'LUVAN WAY, 27.1 METERS (88.91 FT) NORTHWEST OF THE SOUTHWEST CORNER OF
 DD1363'A WOODEN HOUSE ON A BRICK FOUNDATION.
 DD1363
 DD1363                          STATION RECOVERY (1990)
 DD1363
 DD1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1363'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1363'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 5.1 KM (3.17
 DD1363'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD1363'WAY), 37.4 M (122.70 FT) SOUTH-SOUTHEAST OF AND LEVEL WITH THE ROAD
 DD1363'CENTER, 25.1 M (82.35 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 DD1363'HOUSE AT 22 LUVAN SOUTH, 17.1 M (56.10 FT) NORTH OF THE NORTH CORNER
 DD1363'OF A 3-STORY HOUSE AT 21 LUVAN SOUTH, 7.1 M (23.29 FT) WEST-SOUTHWEST
 DD1363'OF UTILITY POLE NUMBER 4351 WITH 2 METERS AND A GUY CABLE, AND IN A
 DD1363'CONCRETE MONUMENT THAT IS 0.2 M (0.66 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1365 ***********************************************************************
 DD1365  DESIGNATION -  22 111
 DD1365  PID         -  DD1365
 DD1365  STATE/COUNTY-  SC/GEORGETOWN
 DD1365  USGS QUAD   -  NORTH ISLAND (1973)
 DD1365
 DD1365                         *CURRENT SURVEY CONTROL
 DD1365  ___________________________________________________________________
 DD1365* NAD 83(1986)-  33 22 28.     (N)    079 09 23.     (W)     SCALED    
 DD1365* NAVD 88     -         1.374  (meters)       4.51   (feet)  ADJUSTED  
 DD1365  ___________________________________________________________________
 DD1365  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1365  DYNAMIC HT  -           1.373 (meters)       4.50  (feet)  COMP
 DD1365  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 DD1365
 DD1365  VERT ORDER  -  FIRST     CLASS II
 DD1365
 DD1365.The horizontal coordinates were scaled from a topographic map and have
 DD1365.an estimated accuracy of +/- 6 seconds.
 DD1365
 DD1365.The orthometric height was determined by differential leveling
 DD1365.and adjusted by the National Geodetic Survey in June 1991..
 DD1365
 DD1365.The geoid height was determined by GEOID03.
 DD1365
 DD1365.The dynamic height is computed by dividing the NAVD 88
 DD1365.geopotential number by the normal gravity value computed on the
 DD1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1365.degrees latitude (g = 980.6199 gals.).
 DD1365
 DD1365.The modeled gravity was interpolated from observed gravity values.
 DD1365
 DD1365;                    North         East    Units  Estimated Accuracy
 DD1365;SPC SC       -   172,430.      781,120.      MT  (+/- 180 meters Scaled)
 DD1365
 DD1365                          SUPERSEDED SURVEY CONTROL
 DD1365
 DD1365  NGVD 29 (05/09/91)    1.671  (m)            5.48   (f) ADJUSTED    1 2
 DD1365
 DD1365.Superseded values are not recommended for survey control.
 DD1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1365.See file dsdata.txt to determine how the superseded data were derived.
 DD1365
 DD1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS715943(NAD 83)
 DD1365_MARKER: DD = SURVEY DISK
 DD1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1365_SP_SET: CONCRETE POST
 DD1365_STAMPING: VERT 22 111 1986
 DD1365_MARK LOGO: SCGS  
 DD1365_PROJECTION: FLUSH
 DD1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1365+STABILITY: SURFACE MOTION
 DD1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1365+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1990
 DD1365
 DD1365  HISTORY     - Date     Condition        Report By
 DD1365  HISTORY     - 1986     MONUMENTED       SCGS
 DD1365  HISTORY     - 19900505 GOOD             NGS
 DD1365
 DD1365                          STATION DESCRIPTION
 DD1365
 DD1365'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1365'12.1 KM (7.5 MI) ENE FROM GEORGETOWN.
 DD1365'THE MARK IS ABOVE LEVEL WITH LUVAN WAY.
 DD1365'7.7 KM (4.8 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1365'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1365'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE
 DD1365'ENTRANCE TO DEBIORDIEU COLONY CLUB, THENCE 0.25 KM (0.15 MI) EASTERLY
 DD1365'ALONG LUVAN WAY (ENTRANCE ROAD) TO A GUARD HOUSE, CONTINUE 5.5 KM
 DD1365'(3.4 MI) EASTERLY ALONG LUVAN WAY, SET NEAR A POWER POLE BEFORE A
 DD1365'SHARP CURVE IN THE ROAD, 7.45 METERS (24.44 FT) WEST OF A POWER LINE
 DD1365'STUB POLE NUMBER 5930, 9.1 METERS (29.86 FT) SOUTH SOUTHWEST OF THE
 DD1365'POWER POLE NUMBER 6500, 17.9 METERS (58.73 FT) SOUTH OF THE CENTER OF
 DD1365'LUVAN WAY, 25.0 METERS (82.02 FT) EAST OF A 14 INCH PINE TREE.
 DD1365'THE MARK IS 1.20 METERS  NNW FROM A WITNESS POST.
 DD1365
 DD1365                          STATION RECOVERY (1990)
 DD1365
 DD1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1365'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1365'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 5.7 KM (3.54
 DD1365'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD1365'WAY), 22.0 M (72.18 FT) EAST OF THE NORTHEAST CORNER OF A 3-STORY
 DD1365'HOUSE, 17.2 M (56.43 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTER,
 DD1365'10.1 M (33.14 FT) SOUTH-SOUTHWEST OF UTILITY POLE STUB NUMBER 6500,
 DD1365'7.3 M (23.95 FT) WEST OF UTILITY POLE NUMBER 5930, 1.2 M (3.94 FT)
 DD1365'NORTH-NORTHWEST OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS
 DD1365'0.1 M (0.33 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1371 ***********************************************************************
 DD1371  DESIGNATION -  22 112
 DD1371  PID         -  DD1371
 DD1371  STATE/COUNTY-  SC/GEORGETOWN
 DD1371  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1371
 DD1371                         *CURRENT SURVEY CONTROL
 DD1371  ___________________________________________________________________
 DD1371* NAD 83(1986)-  33 22 39.     (N)    079 12 44.     (W)     SCALED    
 DD1371* NAVD 88     -         7.532  (meters)      24.71   (feet)  ADJUSTED  
 DD1371  ___________________________________________________________________
 DD1371  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DD1371  DYNAMIC HT  -           7.524 (meters)      24.68  (feet)  COMP
 DD1371  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 DD1371
 DD1371  VERT ORDER  -  FIRST     CLASS II
 DD1371
 DD1371.The horizontal coordinates were scaled from a topographic map and have
 DD1371.an estimated accuracy of +/- 6 seconds.
 DD1371
 DD1371.The orthometric height was determined by differential leveling
 DD1371.and adjusted by the National Geodetic Survey in June 1991..
 DD1371
 DD1371.The geoid height was determined by GEOID03.
 DD1371
 DD1371.The dynamic height is computed by dividing the NAVD 88
 DD1371.geopotential number by the normal gravity value computed on the
 DD1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1371.degrees latitude (g = 980.6199 gals.).
 DD1371
 DD1371.The modeled gravity was interpolated from observed gravity values.
 DD1371
 DD1371;                    North         East    Units  Estimated Accuracy
 DD1371;SPC SC       -   172,680.      775,920.      MT  (+/- 180 meters Scaled)
 DD1371
 DD1371                          SUPERSEDED SURVEY CONTROL
 DD1371
 DD1371  NGVD 29 (05/09/91)    7.835  (m)           25.71   (f) ADJUSTED    1 2
 DD1371
 DD1371.Superseded values are not recommended for survey control.
 DD1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1371.See file dsdata.txt to determine how the superseded data were derived.
 DD1371
 DD1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS663945(NAD 83)
 DD1371_MARKER: DD = SURVEY DISK
 DD1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1371_SP_SET: CONCRETE POST
 DD1371_STAMPING: VERT 22 112 1986
 DD1371_MARK LOGO: SCGS  
 DD1371_PROJECTION: FLUSH
 DD1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1371+STABILITY: SURFACE MOTION
 DD1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1371+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 DD1371
 DD1371  HISTORY     - Date     Condition        Report By
 DD1371  HISTORY     - 1986     MONUMENTED       SCGS
 DD1371  HISTORY     - 1987     GOOD             USPSQD
 DD1371  HISTORY     - 19900504 GOOD             NGS
 DD1371
 DD1371                          STATION DESCRIPTION
 DD1371
 DD1371'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1371'7.1 KM (4.4 MI) ENE FROM GEORGETOWN.
 DD1371'8.0 KM (5.0 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1371'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1371'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN, NEAR THE
 DD1371'SOUTH CORNER OF A WOODEN HOUSE IN THE WEST ANGLE OF A PRIVATE SAND
 DD1371'DRIVE LEADING TO ARCADIA PLANTATION, 40.86 METERS (134.06 FT)
 DD1371'SOUTHWEST OF THE CENTER OF THE DRIVE, 13.6 METERS (44.62 FT) NORTHWEST
 DD1371'OF THE CENTER OF THE SOUTHBOUND LANE OF THE HIGHWAY, 24.75 METERS
 DD1371'(81.2 FT) SOUTH SOUTHEAST OF THE WEST CORNER OF THE HOUSE,
 DD1371'10.64 METERS (34.91 FT) EAST OF A 22 INCH LIVE OAK TREE, 1.25 METERS
 DD1371'(4.1 FT) NORTH OF A POWER POLE NUMBER 3572.
 DD1371'THE MARK IS 1.00 METERS  N FROM A WITNESS POST.
 DD1371'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD1371
 DD1371                          STATION RECOVERY (1987)
 DD1371
 DD1371'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1371'RECOVERED IN GOOD CONDITION.
 DD1371
 DD1371                          STATION RECOVERY (1990)
 DD1371
 DD1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1372 ***********************************************************************
 DD1372  DESIGNATION -  22 113
 DD1372  PID         -  DD1372
 DD1372  STATE/COUNTY-  SC/GEORGETOWN
 DD1372  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1372
 DD1372                         *CURRENT SURVEY CONTROL
 DD1372  ___________________________________________________________________
 DD1372* NAD 83(1986)-  33 22 57.     (N)    079 13 13.     (W)     SCALED    
 DD1372* NAVD 88     -         7.785  (meters)      25.54   (feet)  ADJUSTED  
 DD1372  ___________________________________________________________________
 DD1372  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DD1372  DYNAMIC HT  -           7.777 (meters)      25.52  (feet)  COMP
 DD1372  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 DD1372
 DD1372  VERT ORDER  -  FIRST     CLASS II
 DD1372
 DD1372.The horizontal coordinates were scaled from a topographic map and have
 DD1372.an estimated accuracy of +/- 6 seconds.
 DD1372
 DD1372.The orthometric height was determined by differential leveling
 DD1372.and adjusted by the National Geodetic Survey in June 1991..
 DD1372
 DD1372.The geoid height was determined by GEOID03.
 DD1372
 DD1372.The dynamic height is computed by dividing the NAVD 88
 DD1372.geopotential number by the normal gravity value computed on the
 DD1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1372.degrees latitude (g = 980.6199 gals.).
 DD1372
 DD1372.The modeled gravity was interpolated from observed gravity values.
 DD1372
 DD1372;                    North         East    Units  Estimated Accuracy
 DD1372;SPC SC       -   173,220.      775,160.      MT  (+/- 180 meters Scaled)
 DD1372
 DD1372                          SUPERSEDED SURVEY CONTROL
 DD1372
 DD1372  NGVD 29 (03/21/89)    8.093  (m)           26.55   (f) ADJUSTED    1 2
 DD1372
 DD1372.Superseded values are not recommended for survey control.
 DD1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1372.See file dsdata.txt to determine how the superseded data were derived.
 DD1372
 DD1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS655951(NAD 83)
 DD1372_MARKER: DD = SURVEY DISK
 DD1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1372_SP_SET: CONCRETE POST
 DD1372_STAMPING: VERT 22 113 1986
 DD1372_MARK LOGO: SCGS  
 DD1372_PROJECTION: FLUSH
 DD1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1372
 DD1372  HISTORY     - Date     Condition        Report By
 DD1372  HISTORY     - 1986     MONUMENTED       SCGS
 DD1372
 DD1372                          STATION DESCRIPTION
 DD1372
 DD1372'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1372'6.35 KM (3.95 MI) ENE FROM GEORGETOWN.
 DD1372'8.0 KM (5.0 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1372'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1372'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN, THENCE
 DD1372'1.0 KM (0.6 MI) NORTHWEST ALONG A PRIVATE SAND DRIVE LEADING TO THE
 DD1372'ARCADIA PLANTATION TO A VEE IN THE DRIVE, SET NEAR AN OLD BRICK WALL
 DD1372'AND WROUGHT IRON GATE IN THE NORTH ANGLE OF THE SAND DRIVE LEADING TO
 DD1372'THE MAIN HOUSE, 6.94 METERS (22.77 FT) SOUTH SOUTHWEST OF THE
 DD1372'SOUTHEAST CORNER OF A WOODEN HOUSE, 6.13 METERS (20.11 FT) NORTH
 DD1372'NORTHEAST OF THE CENTER OF THE DRIVE, 14.65 METERS (48.06 FT) WEST
 DD1372'NORTHWEST OF A LONE 23 INCH PINE TREE, 1.62 METERS (5.31 FT) SOUTH
 DD1372'SOUTHEAST OF THE BRICK WALL.
 DD1372'THE MARK IS ABOVE LEVEL WITH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1376 ***********************************************************************
 DD1376  DESIGNATION -  22 114
 DD1376  PID         -  DD1376
 DD1376  STATE/COUNTY-  SC/GEORGETOWN
 DD1376  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1376
 DD1376                         *CURRENT SURVEY CONTROL
 DD1376  ___________________________________________________________________
 DD1376* NAD 83(1986)-  33 23 31.     (N)    079 12 13.     (W)     SCALED    
 DD1376* NAVD 88     -         7.094  (meters)      23.27   (feet)  ADJUSTED  
 DD1376  ___________________________________________________________________
 DD1376  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DD1376  DYNAMIC HT  -           7.087 (meters)      23.25  (feet)  COMP
 DD1376  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DD1376
 DD1376  VERT ORDER  -  FIRST     CLASS II
 DD1376
 DD1376.The horizontal coordinates were scaled from a topographic map and have
 DD1376.an estimated accuracy of +/- 6 seconds.
 DD1376
 DD1376.The orthometric height was determined by differential leveling
 DD1376.and adjusted by the National Geodetic Survey in June 1991..
 DD1376
 DD1376.The geoid height was determined by GEOID03.
 DD1376
 DD1376.The dynamic height is computed by dividing the NAVD 88
 DD1376.geopotential number by the normal gravity value computed on the
 DD1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1376.degrees latitude (g = 980.6199 gals.).
 DD1376
 DD1376.The modeled gravity was interpolated from observed gravity values.
 DD1376
 DD1376;                    North         East    Units  Estimated Accuracy
 DD1376;SPC SC       -   174,300.      776,690.      MT  (+/- 180 meters Scaled)
 DD1376
 DD1376                          SUPERSEDED SURVEY CONTROL
 DD1376
 DD1376  NGVD 29 (05/09/91)    7.402  (m)           24.28   (f) ADJUSTED    1 2
 DD1376
 DD1376.Superseded values are not recommended for survey control.
 DD1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1376.See file dsdata.txt to determine how the superseded data were derived.
 DD1376
 DD1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS670961(NAD 83)
 DD1376_MARKER: DD = SURVEY DISK
 DD1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1376_SP_SET: CONCRETE POST
 DD1376_STAMPING: VERT 22 114 1986
 DD1376_MARK LOGO: SCGS  
 DD1376_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1376+STABILITY: SURFACE MOTION
 DD1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1376+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 DD1376
 DD1376  HISTORY     - Date     Condition        Report By
 DD1376  HISTORY     - 1986     MONUMENTED       SCGS
 DD1376  HISTORY     - 1987     GOOD             USPSQD
 DD1376  HISTORY     - 19900504 GOOD             NGS
 DD1376
 DD1376                          STATION DESCRIPTION
 DD1376
 DD1376'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1376'8.0 KM (5.0 MI) ENE FROM GEORGETOWN.
 DD1376'9.8 KM (6.1 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1376'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1376'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN, NEAR A
 DD1376'BLAZED PINE TREE, 1.8 KM (1.1 MI) NORTHEAST OF THE ENTRANCE TO ARCADIA
 DD1376'PLANTATION, 21.9 METERS (71.85 FT) WEST NORTHWEST OF THE CENTER OF THE
 DD1376'SOUTHBOUND LANES OF THE HIGHWAY, 10.3 METERS (33.79 FT) NORTH
 DD1376'NORTHWEST OF A POWER POLE NUMBER 32280/97, 22.5 METERS (73.82 FT)
 DD1376'SOUTHEAST OF A 9 INCH LIVE OAK TREE, 2.9 METERS (9.51 FT) EAST OF THE
 DD1376'PINE TREE.
 DD1376'THE MARK IS 0.30 METERS  NNE FROM A WITNESS POST.
 DD1376'THE MARK IS 0.60 M ABOVE HIGHWAY.
 DD1376
 DD1376                          STATION RECOVERY (1987)
 DD1376
 DD1376'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1376'RECOVERED IN GOOD CONDITION.
 DD1376
 DD1376                          STATION RECOVERY (1990)
 DD1376
 DD1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1378 ***********************************************************************
 DD1378  DESIGNATION -  22 115
 DD1378  PID         -  DD1378
 DD1378  STATE/COUNTY-  SC/GEORGETOWN
 DD1378  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1378
 DD1378                         *CURRENT SURVEY CONTROL
 DD1378  ___________________________________________________________________
 DD1378* NAD 83(1986)-  33 24 21.     (N)    079 11 53.     (W)     SCALED    
 DD1378* NAVD 88     -         8.358  (meters)      27.42   (feet)  ADJUSTED  
 DD1378  ___________________________________________________________________
 DD1378  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DD1378  DYNAMIC HT  -           8.349 (meters)      27.39  (feet)  COMP
 DD1378  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DD1378
 DD1378  VERT ORDER  -  FIRST     CLASS II
 DD1378
 DD1378.The horizontal coordinates were scaled from a topographic map and have
 DD1378.an estimated accuracy of +/- 6 seconds.
 DD1378
 DD1378.The orthometric height was determined by differential leveling
 DD1378.and adjusted by the National Geodetic Survey in June 1991..
 DD1378
 DD1378.The geoid height was determined by GEOID03.
 DD1378
 DD1378.The dynamic height is computed by dividing the NAVD 88
 DD1378.geopotential number by the normal gravity value computed on the
 DD1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1378.degrees latitude (g = 980.6199 gals.).
 DD1378
 DD1378.The modeled gravity was interpolated from observed gravity values.
 DD1378
 DD1378;                    North         East    Units  Estimated Accuracy
 DD1378;SPC SC       -   175,850.      777,180.      MT  (+/- 180 meters Scaled)
 DD1378
 DD1378                          SUPERSEDED SURVEY CONTROL
 DD1378
 DD1378  NGVD 29 (05/09/91)    8.666  (m)           28.43   (f) ADJUSTED    1 2
 DD1378
 DD1378.Superseded values are not recommended for survey control.
 DD1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1378.See file dsdata.txt to determine how the superseded data were derived.
 DD1378
 DD1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS675977(NAD 83)
 DD1378_MARKER: DD = SURVEY DISK
 DD1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1378_SP_SET: CONCRETE POST
 DD1378_STAMPING: VERT 22 115 1986
 DD1378_MARK LOGO: SCGS  
 DD1378_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1378+STABILITY: SURFACE MOTION
 DD1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1378+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 DD1378
 DD1378  HISTORY     - Date     Condition        Report By
 DD1378  HISTORY     - 1986     MONUMENTED       SCGS
 DD1378  HISTORY     - 19900504 GOOD             NGS
 DD1378
 DD1378                          STATION DESCRIPTION
 DD1378
 DD1378'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1378'7.6 KM (4.7 MI) SW FROM PAWLEYS ISLAND.
 DD1378'11.4 KM (7.1 MI) EASTERLY AND NORTHEAST ALONG U.S. HIGHWAY 17 (CHURCH
 DD1378'STREET) FROM THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH
 DD1378'STREET) AND U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN, SET NEAR A
 DD1378'BLAZED PINE TREE IN THE NORTHWEST ANGLE OF A SAND ROAD LEADING NORTH
 DD1378'NORTHWEST, ADD-MAY ALSO BE REACHED BY GOING 7.5 KM (4.65 MI) SOUTHWEST
 DD1378'ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION OF STATE ROAD 46 IN
 DD1378'PAWLEYS ISLAND, 31.78 METERS (104.27 FT) NORTH NORTHWEST OF THE CENTER
 DD1378'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.5 METERS (18.04 FT) WEST
 DD1378'SOUTHWEST OF THE CENTER OF THE ROAD, 4.3 METERS (14.11 FT) SOUTH
 DD1378'SOUTHWEST OF THE TREE, 26.0 METERS (85.3 FT) NORTH NORTHEAST OF A
 DD1378'POWER POLE NUMBER 33635/74.
 DD1378'THE MARK IS 0.33 METERS  ENE FROM A WITNESS POST.
 DD1378'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1378
 DD1378                          STATION RECOVERY (1990)
 DD1378
 DD1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1379 ***********************************************************************
 DD1379  DESIGNATION -  22 116
 DD1379  PID         -  DD1379
 DD1379  STATE/COUNTY-  SC/GEORGETOWN
 DD1379  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1379
 DD1379                         *CURRENT SURVEY CONTROL
 DD1379  ___________________________________________________________________
 DD1379* NAD 83(1986)-  33 24 51.     (N)    079 11 11.     (W)     SCALED    
 DD1379* NAVD 88     -         8.275  (meters)      27.15   (feet)  ADJUSTED  
 DD1379  ___________________________________________________________________
 DD1379  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DD1379  DYNAMIC HT  -           8.266 (meters)      27.12  (feet)  COMP
 DD1379  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 DD1379
 DD1379  VERT ORDER  -  FIRST     CLASS II
 DD1379
 DD1379.The horizontal coordinates were scaled from a topographic map and have
 DD1379.an estimated accuracy of +/- 6 seconds.
 DD1379
 DD1379.The orthometric height was determined by differential leveling
 DD1379.and adjusted by the National Geodetic Survey in June 1991..
 DD1379
 DD1379.The geoid height was determined by GEOID03.
 DD1379
 DD1379.The dynamic height is computed by dividing the NAVD 88
 DD1379.geopotential number by the normal gravity value computed on the
 DD1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1379.degrees latitude (g = 980.6199 gals.).
 DD1379
 DD1379.The modeled gravity was interpolated from observed gravity values.
 DD1379
 DD1379;                    North         East    Units  Estimated Accuracy
 DD1379;SPC SC       -   176,790.      778,250.      MT  (+/- 180 meters Scaled)
 DD1379
 DD1379                          SUPERSEDED SURVEY CONTROL
 DD1379
 DD1379  NGVD 29 (05/09/91)    8.583  (m)           28.16   (f) ADJUSTED    1 2
 DD1379
 DD1379.Superseded values are not recommended for survey control.
 DD1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1379.See file dsdata.txt to determine how the superseded data were derived.
 DD1379
 DD1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS686986(NAD 83)
 DD1379_MARKER: DD = SURVEY DISK
 DD1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1379_SP_SET: CONCRETE POST
 DD1379_STAMPING: VERT 22 116 1986
 DD1379_MARK LOGO: SCGS  
 DD1379_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1379+STABILITY: SURFACE MOTION
 DD1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1379+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 DD1379
 DD1379  HISTORY     - Date     Condition        Report By
 DD1379  HISTORY     - 1986     MONUMENTED       SCGS
 DD1379  HISTORY     - 1987     GOOD             USPSQD
 DD1379  HISTORY     - 19900504 GOOD             NGS
 DD1379
 DD1379                          STATION DESCRIPTION
 DD1379
 DD1379'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1379'6.3 KM (3.9 MI) SW FROM PAWLEYS ISLAND.
 DD1379'6.0 KM (3.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1379'OF STATE ROAD 46 IN PAWLEYS ISLAND, SET IN THE NORTHWEST ANGLE OF A
 DD1379'SAND ROAD LEADING NORTHERLY, 24.5 METERS (80.38 FT) NORTH NORTHWEST OF
 DD1379'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 16.15 METERS
 DD1379'(52.99 FT) NORTH OF A POWER POLE NUMBER 0448, 5.1 METERS (16.73 FT)
 DD1379'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 12.44 METERS (40.81 FT)
 DD1379'SOUTHEAST OF A BLAZED PINE TREE.
 DD1379'THE MARK IS 0.33 METERS  ENE FROM A WITNESS POST.
 DD1379'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1379
 DD1379                          STATION RECOVERY (1987)
 DD1379
 DD1379'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1379'RECOVERED IN GOOD CONDITION.
 DD1379
 DD1379                          STATION RECOVERY (1990)
 DD1379
 DD1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1381 ***********************************************************************
 DD1381  DESIGNATION -  22 117
 DD1381  PID         -  DD1381
 DD1381  STATE/COUNTY-  SC/GEORGETOWN
 DD1381  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1381
 DD1381                         *CURRENT SURVEY CONTROL
 DD1381  ___________________________________________________________________
 DD1381* NAD 83(1986)-  33 25 11.     (N)    079 10 32.     (W)     SCALED    
 DD1381* NAVD 88     -         8.266  (meters)      27.12   (feet)  ADJUSTED  
 DD1381  ___________________________________________________________________
 DD1381  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DD1381  DYNAMIC HT  -           8.257 (meters)      27.09  (feet)  COMP
 DD1381  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 DD1381
 DD1381  VERT ORDER  -  FIRST     CLASS II
 DD1381
 DD1381.The horizontal coordinates were scaled from a topographic map and have
 DD1381.an estimated accuracy of +/- 6 seconds.
 DD1381
 DD1381.The orthometric height was determined by differential leveling
 DD1381.and adjusted by the National Geodetic Survey in June 1991..
 DD1381
 DD1381.The geoid height was determined by GEOID03.
 DD1381
 DD1381.The dynamic height is computed by dividing the NAVD 88
 DD1381.geopotential number by the normal gravity value computed on the
 DD1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1381.degrees latitude (g = 980.6199 gals.).
 DD1381
 DD1381.The modeled gravity was interpolated from observed gravity values.
 DD1381
 DD1381;                    North         East    Units  Estimated Accuracy
 DD1381;SPC SC       -   177,420.      779,250.      MT  (+/- 180 meters Scaled)
 DD1381
 DD1381                          SUPERSEDED SURVEY CONTROL
 DD1381
 DD1381  NGVD 29 (05/09/91)    8.574  (m)           28.13   (f) ADJUSTED    1 2
 DD1381
 DD1381.Superseded values are not recommended for survey control.
 DD1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1381.See file dsdata.txt to determine how the superseded data were derived.
 DD1381
 DD1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS696993(NAD 83)
 DD1381_MARKER: DD = SURVEY DISK
 DD1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1381_SP_SET: CONCRETE POST
 DD1381_STAMPING: VERT 22 117 1986
 DD1381_MARK LOGO: SCGS  
 DD1381_PROJECTION: FLUSH
 DD1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1381+STABILITY: SURFACE MOTION
 DD1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1381+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1381
 DD1381  HISTORY     - Date     Condition        Report By
 DD1381  HISTORY     - 1986     MONUMENTED       SCGS
 DD1381  HISTORY     - 19900504 GOOD             NGS
 DD1381  HISTORY     - 20001118 GOOD             USPSQD
 DD1381
 DD1381                          STATION DESCRIPTION
 DD1381
 DD1381'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1381'5.0 KM (3.1 MI) SW FROM PAWLEYS ISLAND.
 DD1381'4.9 KM (3.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1381'OF STATE ROAD 46 IN PAWLEYS ISLAND, SET BETWEEN TWO OAK TREES ON THE
 DD1381'WEST SIDE OF THE PROVIDENCE BAPTIST CHURCH, 34.2 METERS (112.2 FT)
 DD1381'SOUTH SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD1381'15.4 METERS (50.52 FT) WEST NORTHWEST OF THE SOUTHWEST CORNER OF AN
 DD1381'ADDITION TO THE CHURCH, 1.35 METERS (4.43 FT) EAST NORTHEAST OF THE
 DD1381'SOUTHERN MOST OAK TREE, 1.3 METERS (4.27 FT) WEST SOUTHWEST OF THE
 DD1381'NORTHERN MOST OAK TREE.
 DD1381'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1381
 DD1381                          STATION RECOVERY (1990)
 DD1381
 DD1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1381'RECOVERED IN GOOD CONDITION.
 DD1381
 DD1381                          STATION RECOVERY (2000)
 DD1381
 DD1381'RECOVERY NOTE BY US POWER SQUADRON 2000 (WFW)
 DD1381'WITNESS POST BROKEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1383 ***********************************************************************
 DD1383  DESIGNATION -  22 118
 DD1383  PID         -  DD1383
 DD1383  STATE/COUNTY-  SC/GEORGETOWN
 DD1383  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1383
 DD1383                         *CURRENT SURVEY CONTROL
 DD1383  ___________________________________________________________________
 DD1383* NAD 83(1986)-  33 25 31.     (N)    079 09 37.     (W)     SCALED    
 DD1383* NAVD 88     -         8.721  (meters)      28.61   (feet)  ADJUSTED  
 DD1383  ___________________________________________________________________
 DD1383  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DD1383  DYNAMIC HT  -           8.712 (meters)      28.58  (feet)  COMP
 DD1383  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DD1383
 DD1383  VERT ORDER  -  FIRST     CLASS II
 DD1383
 DD1383.The horizontal coordinates were scaled from a topographic map and have
 DD1383.an estimated accuracy of +/- 6 seconds.
 DD1383
 DD1383.The orthometric height was determined by differential leveling
 DD1383.and adjusted by the National Geodetic Survey in June 1991..
 DD1383
 DD1383.The geoid height was determined by GEOID03.
 DD1383
 DD1383.The dynamic height is computed by dividing the NAVD 88
 DD1383.geopotential number by the normal gravity value computed on the
 DD1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1383.degrees latitude (g = 980.6199 gals.).
 DD1383
 DD1383.The modeled gravity was interpolated from observed gravity values.
 DD1383
 DD1383;                    North         East    Units  Estimated Accuracy
 DD1383;SPC SC       -   178,060.      780,660.      MT  (+/- 180 meters Scaled)
 DD1383
 DD1383                          SUPERSEDED SURVEY CONTROL
 DD1383
 DD1383  NGVD 29 (05/09/91)    9.030  (m)           29.63   (f) ADJUSTED    1 2
 DD1383
 DD1383.Superseded values are not recommended for survey control.
 DD1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1383.See file dsdata.txt to determine how the superseded data were derived.
 DD1383
 DD1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS710999(NAD 83)
 DD1383_MARKER: DD = SURVEY DISK
 DD1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1383_SP_SET: CONCRETE POST
 DD1383_STAMPING: VERT 22 118 1986
 DD1383_MARK LOGO: SCGS  
 DD1383_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1383+STABILITY: SURFACE MOTION
 DD1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1383+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 DD1383
 DD1383  HISTORY     - Date     Condition        Report By
 DD1383  HISTORY     - 1986     MONUMENTED       SCGS
 DD1383  HISTORY     - 19900504 GOOD             NGS
 DD1383
 DD1383                          STATION DESCRIPTION
 DD1383
 DD1383'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1383'3.4 KM (2.1 MI) SW FROM PAWLEYS ISLAND.
 DD1383'3.4 KM (2.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1383'OF STATE ROAD 46 IN PAWLEYS ISLAND, SET NEAR A BRICK WALL IN THE
 DD1383'NORTHEAST ANGLE OF STATE ROAD 805 (HAGLEY BOULEVARD), 17.0 METERS
 DD1383'(55.77 FT) NORTH NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 DD1383'THE HIGHWAY, 13.2 METERS (43.31 FT) EAST NORTHEAST OF THE CENTER OF
 DD1383'THE ROAD, 31.2 METERS (102.36 FT) SOUTH SOUTHWEST OF THE SOUTHEAST
 DD1383'CORNER OF A ALUMINUM-SIDED STEEL BUILDING (FLETCHER REFRIGERATION
 DD1383'SERVICE), 5.56 METERS (18.24 FT) NORTH NORTHEAST OF SURVEY MARK G 15
 DD1383'GCC, 0.38 METER (1.25 FT) SOUTH OF THE BRICK WALL.
 DD1383'THE MARK IS 5.97 METERS  NNE FROM A WITNESS POST.
 DD1383'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1383
 DD1383                          STATION RECOVERY (1990)
 DD1383
 DD1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1386 ***********************************************************************
 DD1386  DESIGNATION -  22 119
 DD1386  PID         -  DD1386
 DD1386  STATE/COUNTY-  SC/GEORGETOWN
 DD1386  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1386
 DD1386                         *CURRENT SURVEY CONTROL
 DD1386  ___________________________________________________________________
 DD1386* NAD 83(1986)-  33 25 50.     (N)    079 09 42.     (W)     SCALED    
 DD1386* NAVD 88     -         6.169  (meters)      20.24   (feet)  ADJUSTED  
 DD1386  ___________________________________________________________________
 DD1386  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DD1386  DYNAMIC HT  -           6.163 (meters)      20.22  (feet)  COMP
 DD1386  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DD1386
 DD1386  VERT ORDER  -  FIRST     CLASS II
 DD1386
 DD1386.The horizontal coordinates were scaled from a topographic map and have
 DD1386.an estimated accuracy of +/- 6 seconds.
 DD1386
 DD1386.The orthometric height was determined by differential leveling
 DD1386.and adjusted by the National Geodetic Survey in June 1991..
 DD1386
 DD1386.The geoid height was determined by GEOID03.
 DD1386
 DD1386.The dynamic height is computed by dividing the NAVD 88
 DD1386.geopotential number by the normal gravity value computed on the
 DD1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1386.degrees latitude (g = 980.6199 gals.).
 DD1386
 DD1386.The modeled gravity was interpolated from observed gravity values.
 DD1386
 DD1386;                    North         East    Units  Estimated Accuracy
 DD1386;SPC SC       -   178,650.      780,520.      MT  (+/- 180 meters Scaled)
 DD1386
 DD1386                          SUPERSEDED SURVEY CONTROL
 DD1386
 DD1386  NGVD 29 (03/21/89)    6.478  (m)           21.25   (f) ADJUSTED    1 2
 DD1386
 DD1386.Superseded values are not recommended for survey control.
 DD1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1386.See file dsdata.txt to determine how the superseded data were derived.
 DD1386
 DD1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT709005(NAD 83)
 DD1386_MARKER: DD = SURVEY DISK
 DD1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1386_SP_SET: CONCRETE POST
 DD1386_STAMPING: VERT 22 119 1986
 DD1386_MARK LOGO: SCGS  
 DD1386_PROJECTION: RECESSED 3 CENTIMETERS
 DD1386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1386+STABILITY: SURFACE MOTION
 DD1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1386+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1386
 DD1386  HISTORY     - Date     Condition        Report By
 DD1386  HISTORY     - 1986     MONUMENTED       SCGS
 DD1386  HISTORY     - 19920717 GOOD             NGS
 DD1386
 DD1386                          STATION DESCRIPTION
 DD1386
 DD1386'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1386'3.4 KM (2.1 MI) WSW FROM PAWLEYS ISLAND.
 DD1386'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1386'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1386'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 1.4 KM (0.9 MI) WESTERLY
 DD1386'ALONG STATE ROAD 758, SET NEAR THE NORTHWEST CORNER OF THE W.W. BROOKS
 DD1386'RESIDENCE, 0.25 KM (0.15 MI) EAST OF A FIVE-WAY INTERSECTION,
 DD1386'23.14 METERS (75.92 FT) SOUTH OF THE CENTER OF THE ROAD, 2.83 METERS
 DD1386'(9.28 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 3.41 METERS
 DD1386'(11.19 FT) NORTH NORTHEAST OF THE NORTHWEST CORNER OF A BRICK CHIMNEY
 DD1386'ON THE WEST SIDE OF THE HOUSE, 13.57 METERS (44.52 FT) SOUTH SOUTHWEST
 DD1386'OF A FIRE HYDRANT, 18.27 METERS (59.94 FT) EAST NORTHEAST OF A LONE 9
 DD1386'INCH LIVE OAK TREE.
 DD1386
 DD1386                          STATION RECOVERY (1992)
 DD1386
 DD1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1386'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1386'JUNCTION OF STATE ROAD S 22 42 IN PAWLEYS ISLAND, THENCE 1.4 KM (0.85
 DD1386'MI) WESTERLY ALONG STATE ROAD S 22 758 (TYSON TRAIL), NEAR THE
 DD1386'NORTHWEST CORNER OF THE W.W. BROOKS RESIDENCE AT 57 TYSON TRAIL,
 DD1386'23.4 M (76.8 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 13.8 M (45.3
 DD1386'FT) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 3.4 M (11.2 FT)
 DD1386'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CHIMNEY, 2.8 M (9.2 FT)
 DD1386'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 0.6 M (2.0 FT) BELOW
 DD1386'THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.03 M (0.10 FT)
 DD1386'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1387 ***********************************************************************
 DD1387  DESIGNATION -  22 120
 DD1387  PID         -  DD1387
 DD1387  STATE/COUNTY-  SC/GEORGETOWN
 DD1387  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1387
 DD1387                         *CURRENT SURVEY CONTROL
 DD1387  ___________________________________________________________________
 DD1387* NAD 83(1986)-  33 25 58.     (N)    079 10 11.     (W)     SCALED    
 DD1387* NAVD 88     -         4.700  (meters)      15.42   (feet)  ADJUSTED  
 DD1387  ___________________________________________________________________
 DD1387  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DD1387  DYNAMIC HT  -           4.695 (meters)      15.40  (feet)  COMP
 DD1387  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DD1387
 DD1387  VERT ORDER  -  FIRST     CLASS II
 DD1387
 DD1387.The horizontal coordinates were scaled from a topographic map and have
 DD1387.an estimated accuracy of +/- 6 seconds.
 DD1387
 DD1387.The orthometric height was determined by differential leveling
 DD1387.and adjusted by the National Geodetic Survey in June 1991..
 DD1387
 DD1387.The geoid height was determined by GEOID03.
 DD1387
 DD1387.The dynamic height is computed by dividing the NAVD 88
 DD1387.geopotential number by the normal gravity value computed on the
 DD1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1387.degrees latitude (g = 980.6199 gals.).
 DD1387
 DD1387.The modeled gravity was interpolated from observed gravity values.
 DD1387
 DD1387;                    North         East    Units  Estimated Accuracy
 DD1387;SPC SC       -   178,880.      779,760.      MT  (+/- 180 meters Scaled)
 DD1387
 DD1387                          SUPERSEDED SURVEY CONTROL
 DD1387
 DD1387  NGVD 29 (03/21/89)    5.009  (m)           16.43   (f) ADJUSTED    1 2
 DD1387
 DD1387.Superseded values are not recommended for survey control.
 DD1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1387.See file dsdata.txt to determine how the superseded data were derived.
 DD1387
 DD1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT701007(NAD 83)
 DD1387_MARKER: DD = SURVEY DISK
 DD1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1387_SP_SET: CONCRETE POST
 DD1387_STAMPING: VERT 22 120 1986
 DD1387_MARK LOGO: SCGS  
 DD1387_PROJECTION: RECESSED 3 CENTIMETERS
 DD1387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1387+STABILITY: SURFACE MOTION
 DD1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1387+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1387
 DD1387  HISTORY     - Date     Condition        Report By
 DD1387  HISTORY     - 1986     MONUMENTED       SCGS
 DD1387  HISTORY     - 19920717 GOOD             NGS
 DD1387
 DD1387                          STATION DESCRIPTION
 DD1387
 DD1387'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1387'4.0 KM (2.5 MI) WSW FROM PAWLEYS ISLAND.
 DD1387'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1387'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1387'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 2.2 KM (1.4 MI) WESTERLY
 DD1387'ALONG STATE ROAD 758, SET NEAR THE SOUTHWEST CORNER OF A SMALL ONE
 DD1387'STORY BRICK HOUSE, 0.5 KM (0.3 MI) NORTHWEST OF A FIVE WAY
 DD1387'INTERSECTION, 6.6 METERS (21.65 FT) WEST SOUTHWEST OF THE SOUTHWEST
 DD1387'CORNER OF THE HOUSE, 32.2 METERS (105.64 FT) NORTH NORTHEAST OF THE
 DD1387'CENTER OF THE ROAD, 35.9 METERS (117.78 FT) SOUTH SOUTHEAST OF THE
 DD1387'NORTHEAST CORNER OF A BRICK HOUSE, 19.1 METERS (62.66 FT) WEST
 DD1387'NORTHWEST OF THE CENTER OF A SAND DRIVE LEADING TO THE HOUSE.
 DD1387
 DD1387                          STATION RECOVERY (1992)
 DD1387
 DD1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1387'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1387'JUNCTION OF STATE ROAD S 22 42 IN PAWLEYS ISLAND, THENCE 2.2 KM (1.35
 DD1387'MI) WESTERLY ALONG STATE ROAD S 22 758 (TYSON TRAIL), 35.9 M (117.8
 DD1387'FT) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 32.2 M (105.6
 DD1387'FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 31.8 M (104.3 FT)
 DD1387'NORTHEAST OF UTILITY POLE NUMBER 74348 WITH A TRANSFORMER, 20.2 M
 DD1387'(66.3 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO THE HOUSE,
 DD1387'6.6 M (21.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 0.3 M
 DD1387'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED
 DD1387'0.03 M (0.10 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1396 ***********************************************************************
 DD1396  DESIGNATION -  22 121
 DD1396  PID         -  DD1396
 DD1396  STATE/COUNTY-  SC/GEORGETOWN
 DD1396  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1396
 DD1396                         *CURRENT SURVEY CONTROL
 DD1396  ___________________________________________________________________
 DD1396* NAD 83(1986)-  33 26 24.     (N)    079 09 28.     (W)     SCALED    
 DD1396* NAVD 88     -         3.945  (meters)      12.94   (feet)  ADJUSTED  
 DD1396  ___________________________________________________________________
 DD1396  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DD1396  DYNAMIC HT  -           3.940 (meters)      12.93  (feet)  COMP
 DD1396  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DD1396
 DD1396  VERT ORDER  -  FIRST     CLASS II
 DD1396
 DD1396.The horizontal coordinates were scaled from a topographic map and have
 DD1396.an estimated accuracy of +/- 6 seconds.
 DD1396
 DD1396.The orthometric height was determined by differential leveling
 DD1396.and adjusted by the National Geodetic Survey in June 1991..
 DD1396
 DD1396.The geoid height was determined by GEOID03.
 DD1396
 DD1396.The dynamic height is computed by dividing the NAVD 88
 DD1396.geopotential number by the normal gravity value computed on the
 DD1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1396.degrees latitude (g = 980.6199 gals.).
 DD1396
 DD1396.The modeled gravity was interpolated from observed gravity values.
 DD1396
 DD1396;                    North         East    Units  Estimated Accuracy
 DD1396;SPC SC       -   179,700.      780,860.      MT  (+/- 180 meters Scaled)
 DD1396
 DD1396                          SUPERSEDED SURVEY CONTROL
 DD1396
 DD1396  NGVD 29 (03/21/89)    4.253  (m)           13.95   (f) ADJUSTED    1 2
 DD1396
 DD1396.Superseded values are not recommended for survey control.
 DD1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1396.See file dsdata.txt to determine how the superseded data were derived.
 DD1396
 DD1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT712015(NAD 83)
 DD1396_MARKER: DD = SURVEY DISK
 DD1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1396_SP_SET: CONCRETE POST
 DD1396_STAMPING: VERT 22 121 1986
 DD1396_MARK LOGO: SCGS  
 DD1396_PROJECTION: FLUSH
 DD1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1396
 DD1396  HISTORY     - Date     Condition        Report By
 DD1396  HISTORY     - 1986     MONUMENTED       SCGS
 DD1396  HISTORY     - 20001118 GOOD             USPSQD
 DD1396  HISTORY     - 20010331 GOOD             NGS
 DD1396
 DD1396                          STATION DESCRIPTION
 DD1396
 DD1396'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1396'2.9 KM (1.8 MI) WNW FROM PAWLEYS ISLAND.
 DD1396'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1396'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 1.7 KM (1.05 MI) WESTERLY
 DD1396'ALONG STATE ROAD 758, THENCE 1.1 KM (0.7 MI) NORTHEAST ALONG A SAND
 DD1396'ROAD (OLD KINGS ROAD), SET NEAR A SMALL OAK TREE IN THE SOUTHWEST
 DD1396'ANGLE OF THE ENTRANCE DRIVE TO THE HERITAGE GOLF CLUB, 3.4 METERS
 DD1396'(11.16 FT) SOUTHEAST OF THE CENTER OF A PAVED GOLF CART PATH,
 DD1396'14.55 METERS (47.74 FT) SOUTHWEST OF THE CENTER OF THE EXIT DRIVE OF
 DD1396'THE GOLF CLUB, 22.83 METERS (74.9 FT) NORTHWEST OF THE CENTER OF THE
 DD1396'SAND ROAD, 12.05 METERS (41.01 FT) EAST OF A 18 INCH PINE TREE,
 DD1396'1.58 METERS (5.18 FT) WEST OF THE 10 INCH LIVE OAK TREE.
 DD1396'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 DD1396'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1396
 DD1396                          STATION RECOVERY (2000)
 DD1396
 DD1396'RECOVERY NOTE BY US POWER SQUADRON 2000 (EPH)
 DD1396'RECOVERED IN GOOD CONDITION.
 DD1396
 DD1396                          STATION RECOVERY (2001)
 DD1396
 DD1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1397 ***********************************************************************
 DD1397  DESIGNATION -  22 122
 DD1397  PID         -  DD1397
 DD1397  STATE/COUNTY-  SC/GEORGETOWN
 DD1397  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1397
 DD1397                         *CURRENT SURVEY CONTROL
 DD1397  ___________________________________________________________________
 DD1397* NAD 83(1986)-  33 27 02.     (N)    079 08 57.     (W)     SCALED    
 DD1397* NAVD 88     -         3.588  (meters)      11.77   (feet)  ADJUSTED  
 DD1397  ___________________________________________________________________
 DD1397  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DD1397  DYNAMIC HT  -           3.584 (meters)      11.76  (feet)  COMP
 DD1397  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 DD1397
 DD1397  VERT ORDER  -  FIRST     CLASS II
 DD1397
 DD1397.The horizontal coordinates were scaled from a topographic map and have
 DD1397.an estimated accuracy of +/- 6 seconds.
 DD1397
 DD1397.The orthometric height was determined by differential leveling
 DD1397.and adjusted by the National Geodetic Survey in June 1991..
 DD1397
 DD1397.The geoid height was determined by GEOID03.
 DD1397
 DD1397.The dynamic height is computed by dividing the NAVD 88
 DD1397.geopotential number by the normal gravity value computed on the
 DD1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1397.degrees latitude (g = 980.6199 gals.).
 DD1397
 DD1397.The modeled gravity was interpolated from observed gravity values.
 DD1397
 DD1397;                    North         East    Units  Estimated Accuracy
 DD1397;SPC SC       -   180,890.      781,640.      MT  (+/- 180 meters Scaled)
 DD1397
 DD1397                          SUPERSEDED SURVEY CONTROL
 DD1397
 DD1397  NGVD 29 (03/21/89)    3.897  (m)           12.79   (f) ADJUSTED    1 2
 DD1397
 DD1397.Superseded values are not recommended for survey control.
 DD1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1397.See file dsdata.txt to determine how the superseded data were derived.
 DD1397
 DD1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT720027(NAD 83)
 DD1397_MARKER: DD = SURVEY DISK
 DD1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1397_SP_SET: CONCRETE POST
 DD1397_STAMPING: VERT 22 122 1986
 DD1397_MARK LOGO: SCGS  
 DD1397_PROJECTION: FLUSH
 DD1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1397
 DD1397  HISTORY     - Date     Condition        Report By
 DD1397  HISTORY     - 1986     MONUMENTED       SCGS
 DD1397  HISTORY     - 20001118 GOOD             USPSQD
 DD1397  HISTORY     - 20010331 GOOD             NGS
 DD1397
 DD1397                          STATION DESCRIPTION
 DD1397
 DD1397'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1397'2.4 KM (1.5 MI) WNW FROM PAWLEYS ISLAND.
 DD1397'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1397'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 1.7 KM (1.05 MI) WESTERLY
 DD1397'ALONG STATE ROAD 758, THENCE 2.6 KM (1.6 MI) NORTHEAST ALONG A SAND
 DD1397'ROAD (OLD KINGS ROAD), SET NEAR THE CENTER BRICK PILLAR IN THE NORTH
 DD1397'ANGLE OF A SAND DRIVE LEADING TO CALEDONIA PLANTATION, 1.15 METERS
 DD1397'(3.77 FT) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE CENTER BRICK
 DD1397'PILLAR, 7.7 METERS (25.26 FT) NORTH NORTHEAST OF THE CENTER OF THE
 DD1397'SAND DRIVE, 18.4 METERS (60.37 FT) NORTHWEST OF THE CENTER OF THE SAND
 DD1397'ROAD, 10.5 METERS (34.45 FT) SOUTH OF A 16 INCH SWEETGUM TREE.
 DD1397'THE MARK IS 1.50 METERS  NW FROM A WITNESS POST.
 DD1397'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1397
 DD1397                          STATION RECOVERY (2000)
 DD1397
 DD1397'RECOVERY NOTE BY US POWER SQUADRON 2000 (EPH)
 DD1397'RECOVERED IN GOOD CONDITION.
 DD1397
 DD1397                          STATION RECOVERY (2001)
 DD1397
 DD1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1397'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1399 ***********************************************************************
 DD1399  DESIGNATION -  22 123
 DD1399  PID         -  DD1399
 DD1399  STATE/COUNTY-  SC/GEORGETOWN
 DD1399  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1399
 DD1399                         *CURRENT SURVEY CONTROL
 DD1399  ___________________________________________________________________
 DD1399* NAD 83(1986)-  33 27 47.     (N)    079 08 27.     (W)     SCALED    
 DD1399* NAVD 88     -         3.182  (meters)      10.44   (feet)  ADJUSTED  
 DD1399  ___________________________________________________________________
 DD1399  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DD1399  DYNAMIC HT  -           3.179 (meters)      10.43  (feet)  COMP
 DD1399  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 DD1399
 DD1399  VERT ORDER  -  FIRST     CLASS II
 DD1399
 DD1399.The horizontal coordinates were scaled from a topographic map and have
 DD1399.an estimated accuracy of +/- 6 seconds.
 DD1399
 DD1399.The orthometric height was determined by differential leveling
 DD1399.and adjusted by the National Geodetic Survey in June 1991..
 DD1399
 DD1399.The geoid height was determined by GEOID03.
 DD1399
 DD1399.The dynamic height is computed by dividing the NAVD 88
 DD1399.geopotential number by the normal gravity value computed on the
 DD1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1399.degrees latitude (g = 980.6199 gals.).
 DD1399
 DD1399.The modeled gravity was interpolated from observed gravity values.
 DD1399
 DD1399;                    North         East    Units  Estimated Accuracy
 DD1399;SPC SC       -   182,290.      782,390.      MT  (+/- 180 meters Scaled)
 DD1399
 DD1399                          SUPERSEDED SURVEY CONTROL
 DD1399
 DD1399  NGVD 29 (03/21/89)    3.492  (m)           11.46   (f) ADJUSTED    1 2
 DD1399
 DD1399.Superseded values are not recommended for survey control.
 DD1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1399.See file dsdata.txt to determine how the superseded data were derived.
 DD1399
 DD1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT727041(NAD 83)
 DD1399_MARKER: DD = SURVEY DISK
 DD1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1399_SP_SET: CONCRETE POST
 DD1399_STAMPING: VERT 22 123 1986
 DD1399_MARK LOGO: SCGS  
 DD1399_PROJECTION: FLUSH
 DD1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1399
 DD1399  HISTORY     - Date     Condition        Report By
 DD1399  HISTORY     - 1986     MONUMENTED       SCGS
 DD1399  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 DD1399
 DD1399                          STATION DESCRIPTION
 DD1399
 DD1399'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1399'2.9 KM (1.8 MI) NW FROM PAWLEYS ISLAND.
 DD1399'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1399'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 1.7 KM (1.05 MI) WESTERLY
 DD1399'ALONG STATE ROAD 758, THENCE 4.2 KM (2.6 MI) NORTHEAST ALONG A SAND
 DD1399'ROAD (OLD KINGS ROAD), SET NEAR THE SOUTHEAST CORNER OF APARTMENT 1A
 DD1399'(CHAPEL CREEK VILLAS) IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 DD1399'STATE ROAD 46 AND STATE ROAD 255, MAY ALSO BE REACHED BY GOING 3.0 KM
 DD1399'(1.9 MI) NORTHWEST ALONG STATE ROAD 46 FROM THE INTERSECTION OF U.S.
 DD1399'HIGHWAY 17 IN PAWLEYS ISLAND, 2.2 METERS (7.22 FT) NORTHEAST OF THE
 DD1399'SOUTHEAST CORNER OF THE APARTMENT, 30.0 METERS (98.43 FT) WEST
 DD1399'NORTHWEST OF THE CENTER OF THE SAND ROAD, 25.9 METERS (84.97 FT) SOUTH
 DD1399'SOUTHWEST OF THE CENTER OF STATE ROAD 46, 9.4 METERS (30.84 FT) NORTH
 DD1399'OF THE NORTHEAST CORNER OF A CONCRETE PARKING LOT, 27.1 METERS
 DD1399'(88.91 FT) WEST OF SURVEY MARK G 33 GCC.
 DD1399'THE MARK IS ABOVE LEVEL WITH STATE ROAD 46.
 DD1399
 DD1399                          STATION RECOVERY (2000)
 DD1399
 DD1399'RECOVERY NOTE BY US POWER SQUADRON 2000 (PKH)
 DD1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1409 ***********************************************************************
 DD1409  DESIGNATION -  22 124
 DD1409  PID         -  DD1409
 DD1409  STATE/COUNTY-  SC/GEORGETOWN
 DD1409  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1409
 DD1409                         *CURRENT SURVEY CONTROL
 DD1409  ___________________________________________________________________
 DD1409* NAD 83(1986)-  33 26 08.     (N)    079 08 06.     (W)     SCALED    
 DD1409* NAVD 88     -         6.706  (meters)      22.00   (feet)  ADJUSTED  
 DD1409  ___________________________________________________________________
 DD1409  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1409  DYNAMIC HT  -           6.699 (meters)      21.98  (feet)  COMP
 DD1409  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DD1409
 DD1409  VERT ORDER  -  FIRST     CLASS II
 DD1409
 DD1409.The horizontal coordinates were scaled from a topographic map and have
 DD1409.an estimated accuracy of +/- 6 seconds.
 DD1409
 DD1409.The orthometric height was determined by differential leveling
 DD1409.and adjusted by the National Geodetic Survey in June 1991..
 DD1409
 DD1409.The geoid height was determined by GEOID03.
 DD1409
 DD1409.The dynamic height is computed by dividing the NAVD 88
 DD1409.geopotential number by the normal gravity value computed on the
 DD1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1409.degrees latitude (g = 980.6199 gals.).
 DD1409
 DD1409.The modeled gravity was interpolated from observed gravity values.
 DD1409
 DD1409;                    North         East    Units  Estimated Accuracy
 DD1409;SPC SC       -   179,250.      782,990.      MT  (+/- 180 meters Scaled)
 DD1409
 DD1409                          SUPERSEDED SURVEY CONTROL
 DD1409
 DD1409  NGVD 29 (03/21/89)    7.016  (m)           23.02   (f) ADJUSTED    1 2
 DD1409
 DD1409.Superseded values are not recommended for survey control.
 DD1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1409.See file dsdata.txt to determine how the superseded data were derived.
 DD1409
 DD1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT733011(NAD 83)
 DD1409_MARKER: DD = SURVEY DISK
 DD1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1409_SP_SET: CONCRETE POST
 DD1409_STAMPING: VERT 22 124 1986
 DD1409_MARK LOGO: SCGS  
 DD1409_PROJECTION: FLUSH
 DD1409_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1409+STABILITY: SURFACE MOTION
 DD1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1409+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1409
 DD1409  HISTORY     - Date     Condition        Report By
 DD1409  HISTORY     - 1986     MONUMENTED       SCGS
 DD1409  HISTORY     - 19920717 GOOD             NGS
 DD1409
 DD1409                          STATION DESCRIPTION
 DD1409
 DD1409'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1409'0.9 KM (0.55 MI) SW FROM PAWLEYS ISLAND.
 DD1409'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1409'0.9 KM (0.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1409'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.05 MI) NORTHWEST
 DD1409'ALONG A PAVED DRIVE LEADING TO THE PAWLEYS ISLAND PRESBYTERIAN CHURCH,
 DD1409'SET NEAR THE NORTHWEST CORNER OF THE CHURCH, 7.45 METERS (24.44 FT)
 DD1409'NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH, 1.9 METERS (6.23 FT)
 DD1409'NORTH NORTHWEST OF THE NORTH FACE OF THE CHURCH, 24.8 METERS
 DD1409'(81.37 FT) SOUTHWEST OF A POWER POLE 24551/A-AD2, 48.0 METERS
 DD1409'(157.48 FT) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF A CINDER BLOCK
 DD1409'BUILDING (PASTORS STUDY).
 DD1409
 DD1409                          STATION RECOVERY (1992)
 DD1409
 DD1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1409'0.9 KM (0.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1409'JUNCTION OF STATE ROAD S 22 42 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.05
 DD1409'MI) NORTHWESTERLY ALONG THE MOST NORTHERLY DRIVEWAY LEADING TO THE
 DD1409'PAWLEYS ISLAND PRESBYTERIAN CHURCH, AT THE NORTHWEST CORNER OF
 DD1409'FOUNDERS HALL, 28.3 M (92.8 FT) SOUTHWEST OF THE CENTER OF THE
 DD1409'DRIVEWAY, 24.8 M (81.4 FT) SOUTHWEST OF UTILITY POLE NUMBER 24551,
 DD1409'7.5 M (24.6 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH, 1.9
 DD1409'M (6.2 FT) NORTHWEST OF THE NORTHWEST FACE OF THE CHURCH, 0.6 M (2.0
 DD1409'FT) ABOVE THE LEVEL OF THE DRIVEWAY, AND THE MONUMENT IS FLUSH WITH
 DD1409'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1402 ***********************************************************************
 DD1402  DESIGNATION -  22 125
 DD1402  PID         -  DD1402
 DD1402  STATE/COUNTY-  SC/GEORGETOWN
 DD1402  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1402
 DD1402                         *CURRENT SURVEY CONTROL
 DD1402  ___________________________________________________________________
 DD1402* NAD 83(1986)-  33 26 37.     (N)    079 07 51.     (W)     SCALED    
 DD1402* NAVD 88     -         5.875  (meters)      19.27   (feet)  ADJUSTED  
 DD1402  ___________________________________________________________________
 DD1402  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1402  DYNAMIC HT  -           5.868 (meters)      19.25  (feet)  COMP
 DD1402  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 DD1402
 DD1402  VERT ORDER  -  FIRST     CLASS II
 DD1402
 DD1402.The horizontal coordinates were scaled from a topographic map and have
 DD1402.an estimated accuracy of +/- 6 seconds.
 DD1402
 DD1402.The orthometric height was determined by differential leveling
 DD1402.and adjusted by the National Geodetic Survey in June 1991..
 DD1402
 DD1402.The geoid height was determined by GEOID03.
 DD1402
 DD1402.The dynamic height is computed by dividing the NAVD 88
 DD1402.geopotential number by the normal gravity value computed on the
 DD1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1402.degrees latitude (g = 980.6199 gals.).
 DD1402
 DD1402.The modeled gravity was interpolated from observed gravity values.
 DD1402
 DD1402;                    North         East    Units  Estimated Accuracy
 DD1402;SPC SC       -   180,150.      783,360.      MT  (+/- 180 meters Scaled)
 DD1402
 DD1402                          SUPERSEDED SURVEY CONTROL
 DD1402
 DD1402  NGVD 29 (03/21/89)    6.185  (m)           20.29   (f) ADJUSTED    1 2
 DD1402
 DD1402.Superseded values are not recommended for survey control.
 DD1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1402.See file dsdata.txt to determine how the superseded data were derived.
 DD1402
 DD1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT737020(NAD 83)
 DD1402_MARKER: DD = SURVEY DISK
 DD1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1402_SP_SET: CONCRETE POST
 DD1402_STAMPING: VERT 22 125 1986
 DD1402_MARK LOGO: SCGS  
 DD1402_PROJECTION: FLUSH
 DD1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1402
 DD1402  HISTORY     - Date     Condition        Report By
 DD1402  HISTORY     - 1986     MONUMENTED       SCGS
 DD1402  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DD1402
 DD1402                          STATION DESCRIPTION
 DD1402
 DD1402'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1402'0.6 KM (0.4 MI) NW FROM PAWLEYS ISLAND.
 DD1402'0.7 KM (0.45 MI) NORTHWEST ALONG STATE ROAD 46 FROM THE INTERSECTION
 DD1402'OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, SET NEAR A POWER POLE IN THE
 DD1402'SOUTHWEST ANGLE OF STATE ROAD 450, 12.8 METERS (42.0 FT) WEST
 DD1402'SOUTHWEST OF THE CENTER OF STATE ROAD 46, 45.1 METERS (147.97 FT)
 DD1402'NORTHWEST OF THE APPROXIMTE CENTER OF STATE ROAD 450, 2.3 METERS
 DD1402'(7.55 FT) SOUTH SOUTHEAST OF THE POWER POLE NUMBER 60815, 49.9 METERS
 DD1402'(163.71 FT) EAST NORTHEAST OF THE NORTHEAST CORNER OF A BRICK AND WOOD
 DD1402'THREE STALL GARAGE.
 DD1402'THE MARK IS ABOVE LEVEL WITH STATE ROAD 46.
 DD1402
 DD1402                          STATION RECOVERY (1989)
 DD1402
 DD1402'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELS)
 DD1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1401 ***********************************************************************
 DD1401  DESIGNATION -  22 126
 DD1401  PID         -  DD1401
 DD1401  STATE/COUNTY-  SC/GEORGETOWN
 DD1401  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1401
 DD1401                         *CURRENT SURVEY CONTROL
 DD1401  ___________________________________________________________________
 DD1401* NAD 83(1986)-  33 27 19.     (N)    079 08 11.     (W)     SCALED    
 DD1401* NAVD 88     -         4.480  (meters)      14.70   (feet)  ADJUSTED  
 DD1401  ___________________________________________________________________
 DD1401  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1401  DYNAMIC HT  -           4.475 (meters)      14.68  (feet)  COMP
 DD1401  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 DD1401
 DD1401  VERT ORDER  -  FIRST     CLASS II
 DD1401
 DD1401.The horizontal coordinates were scaled from a topographic map and have
 DD1401.an estimated accuracy of +/- 6 seconds.
 DD1401
 DD1401.The orthometric height was determined by differential leveling
 DD1401.and adjusted by the National Geodetic Survey in June 1991..
 DD1401
 DD1401.The geoid height was determined by GEOID03.
 DD1401
 DD1401.The dynamic height is computed by dividing the NAVD 88
 DD1401.geopotential number by the normal gravity value computed on the
 DD1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1401.degrees latitude (g = 980.6199 gals.).
 DD1401
 DD1401.The modeled gravity was interpolated from observed gravity values.
 DD1401
 DD1401;                    North         East    Units  Estimated Accuracy
 DD1401;SPC SC       -   181,430.      782,820.      MT  (+/- 180 meters Scaled)
 DD1401
 DD1401                          SUPERSEDED SURVEY CONTROL
 DD1401
 DD1401  NGVD 29 (03/21/89)    4.790  (m)           15.72   (f) ADJUSTED    1 2
 DD1401
 DD1401.Superseded values are not recommended for survey control.
 DD1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1401.See file dsdata.txt to determine how the superseded data were derived.
 DD1401
 DD1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT732033(NAD 83)
 DD1401_MARKER: DD = SURVEY DISK
 DD1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1401_SP_SET: CONCRETE POST
 DD1401_STAMPING: VERT 22 126 1986
 DD1401_MARK LOGO: SCGS  
 DD1401_PROJECTION: RECESSED 2 CENTIMETERS
 DD1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1401+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DD1401
 DD1401  HISTORY     - Date     Condition        Report By
 DD1401  HISTORY     - 1986     MONUMENTED       SCGS
 DD1401  HISTORY     - 20001118 GOOD             USPSQD
 DD1401  HISTORY     - 20051112 GOOD             USPSQD
 DD1401
 DD1401                          STATION DESCRIPTION
 DD1401
 DD1401'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1401'2.0 KM (1.25 MI) NW FROM PAWLEYS ISLAND.
 DD1401'2.1 KM (1.3 MI) NORTHWEST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1401'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, SET NEAR THE FLAG POLE IN FRONT OF
 DD1401'THE WACCAMAW ELEMENTARY-MIDDLE SCHOOL, 35.7 METERS (117.13 FT) EAST OF
 DD1401'THE CENTER OF THE ROAD, 6.61 METERS (21.69 FT) SOUTH SOUTHEAST OF THE
 DD1401'NORTH END OF A FIVE FOOT HIGH BRICK SIGN (THE WACCAMAW SCHOOL),
 DD1401'4.48 METERS (14.7 FT) NORTH NORTHEAST OF THE SOUTH END OF THE SIGN,
 DD1401'5.1 METERS (16.73 FT) WEST SOUTHWEST OF THE FLAG POLE, 41.48 METERS
 DD1401'(136.09 FT) WEST OF THE WEST FACE OF THE SCHOOL.
 DD1401'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1401
 DD1401                          STATION RECOVERY (2000)
 DD1401
 DD1401'RECOVERY NOTE BY US POWER SQUADRON 2000 (PKH)
 DD1401'RECOVERED IN GOOD CONDITION.
 DD1401
 DD1401                          STATION RECOVERY (2005)
 DD1401
 DD1401'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1416 ***********************************************************************
 DD1416  DESIGNATION -  22 127
 DD1416  PID         -  DD1416
 DD1416  STATE/COUNTY-  SC/GEORGETOWN
 DD1416  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1416
 DD1416                         *CURRENT SURVEY CONTROL
 DD1416  ___________________________________________________________________
 DD1416* NAD 83(1986)-  33 25 34.     (N)    079 07 28.     (W)     SCALED    
 DD1416* NAVD 88     -         1.457  (meters)       4.78   (feet)  ADJUSTED  
 DD1416  ___________________________________________________________________
 DD1416  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1416  DYNAMIC HT  -           1.456 (meters)       4.78  (feet)  COMP
 DD1416  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DD1416
 DD1416  VERT ORDER  -  FIRST     CLASS II
 DD1416
 DD1416.The horizontal coordinates were scaled from a topographic map and have
 DD1416.an estimated accuracy of +/- 6 seconds.
 DD1416
 DD1416.The orthometric height was determined by differential leveling
 DD1416.and adjusted by the National Geodetic Survey in June 1991..
 DD1416
 DD1416.The geoid height was determined by GEOID03.
 DD1416
 DD1416.The dynamic height is computed by dividing the NAVD 88
 DD1416.geopotential number by the normal gravity value computed on the
 DD1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1416.degrees latitude (g = 980.6199 gals.).
 DD1416
 DD1416.The modeled gravity was interpolated from observed gravity values.
 DD1416
 DD1416;                    North         East    Units  Estimated Accuracy
 DD1416;SPC SC       -   178,220.      783,990.      MT  (+/- 180 meters Scaled)
 DD1416
 DD1416                          SUPERSEDED SURVEY CONTROL
 DD1416
 DD1416  NGVD 29 (05/09/91)    1.767  (m)            5.80   (f) ADJUSTED    1 2
 DD1416
 DD1416.Superseded values are not recommended for survey control.
 DD1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1416.See file dsdata.txt to determine how the superseded data were derived.
 DD1416
 DD1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT743001(NAD 83)
 DD1416_MARKER: DD = SURVEY DISK
 DD1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1416_SP_SET: CONCRETE POST
 DD1416_STAMPING: VERT 22 127 1986
 DD1416_MARK LOGO: SCGS  
 DD1416_PROJECTION: FLUSH
 DD1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1416+STABILITY: SURFACE MOTION
 DD1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1416+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1416
 DD1416  HISTORY     - Date     Condition        Report By
 DD1416  HISTORY     - 1986     MONUMENTED       SCGS
 DD1416  HISTORY     - 19900504 GOOD             NGS
 DD1416  HISTORY     - 19900918 GOOD             NGS
 DD1416  HISTORY     - 20001118 GOOD             USPSQD
 DD1416  HISTORY     - 20010331 MARK NOT FOUND   NGS
 DD1416
 DD1416                          STATION DESCRIPTION
 DD1416
 DD1416'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1416'IN PAWLEYS ISLAND.
 DD1416'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1416'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.9 KM (0.55 MI)
 DD1416'SOUTHWESTERLY ALONG STATE ROAD 10, SET NEAR A POWER POLE ACROSS THE
 DD1416'ROAD FROM THE SEAVIEW INN, 15.9 METERS (52.17 FT) WEST NORTHWEST OF
 DD1416'THE NORTHWEST CORNER OF A CINDER BLOCK BUILDING, 2.25 METERS (7.38 FT)
 DD1416'WEST SOUTHWEST OF THE POWER POLE 24519/AB31, 8.6 METERS (28.22 FT)
 DD1416'WEST NORTHWEST OF THE CENTER OF THE ROAD, 25.0 METERS (82.02 FT) NORTH
 DD1416'NORTHWEST OF THE NORTHWEST CORNER OF THE BOTTOM STEP OF A BOARDWALK
 DD1416'LEADING TO THE INN, 5.5 METERS (18.04 FT) NORTHEAST OF THE NORTHEAST
 DD1416'POST AT THE ENTRANCE TO A MARSH BOARDWALK AND BOAT DOCK.
 DD1416'THE MARK IS 1.85 METERS  SSE FROM A WITNESS POST.
 DD1416'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1416
 DD1416                          STATION RECOVERY (1990)
 DD1416
 DD1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1416'RECOVERED IN GOOD CONDITION.
 DD1416
 DD1416                          STATION RECOVERY (1990)
 DD1416
 DD1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1416'RECOVERED IN GOOD CONDITION.
 DD1416
 DD1416                          STATION RECOVERY (2000)
 DD1416
 DD1416'RECOVERY NOTE BY US POWER SQUADRON 2000 (HTP)
 DD1416'RECOVERED IN GOOD CONDITION.
 DD1416
 DD1416                          STATION RECOVERY (2001)
 DD1416
 DD1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1417 ***********************************************************************
 DD1417  DESIGNATION -  22 128
 DD1417  PID         -  DD1417
 DD1417  STATE/COUNTY-  SC/GEORGETOWN
 DD1417  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1417
 DD1417                         *CURRENT SURVEY CONTROL
 DD1417  ___________________________________________________________________
 DD1417* NAD 83(1986)-  33 25 11.     (N)    079 07 40.     (W)     SCALED    
 DD1417* NAVD 88     -         2.363  (meters)       7.75   (feet)  ADJUSTED  
 DD1417  ___________________________________________________________________
 DD1417  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1417  DYNAMIC HT  -           2.360 (meters)       7.74  (feet)  COMP
 DD1417  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DD1417
 DD1417  VERT ORDER  -  FIRST     CLASS II
 DD1417
 DD1417.The horizontal coordinates were scaled from a topographic map and have
 DD1417.an estimated accuracy of +/- 6 seconds.
 DD1417
 DD1417.The orthometric height was determined by differential leveling
 DD1417.and adjusted by the National Geodetic Survey in June 1991..
 DD1417.WARNING-Repeat measurements at this control monument indicate possible
 DD1417.vertical movement.
 DD1417
 DD1417.The geoid height was determined by GEOID03.
 DD1417
 DD1417.The dynamic height is computed by dividing the NAVD 88
 DD1417.geopotential number by the normal gravity value computed on the
 DD1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1417.degrees latitude (g = 980.6199 gals.).
 DD1417
 DD1417.The modeled gravity was interpolated from observed gravity values.
 DD1417
 DD1417;                    North         East    Units  Estimated Accuracy
 DD1417;SPC SC       -   177,500.      783,690.      MT  (+/- 180 meters Scaled)
 DD1417
 DD1417                          SUPERSEDED SURVEY CONTROL
 DD1417
 DD1417  NGVD 29 (05/09/91)    2.673  (m)            8.77   (f) ADJUSTED    1 2
 DD1417
 DD1417.Superseded values are not recommended for survey control.
 DD1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1417.See file dsdata.txt to determine how the superseded data were derived.
 DD1417
 DD1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS740993(NAD 83)
 DD1417_MARKER: DD = SURVEY DISK
 DD1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1417_SP_SET: CONCRETE POST
 DD1417_STAMPING: VERT 22 128 1986
 DD1417_MARK LOGO: SCGS  
 DD1417_PROJECTION: FLUSH
 DD1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1417+STABILITY: SURFACE MOTION
 DD1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1417+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1417
 DD1417  HISTORY     - Date     Condition        Report By
 DD1417  HISTORY     - 1986     MONUMENTED       SCGS
 DD1417  HISTORY     - 19900504 GOOD             NGS
 DD1417  HISTORY     - 19900918 GOOD             NGS
 DD1417  HISTORY     - 20001118 GOOD             USPSQD
 DD1417
 DD1417                          STATION DESCRIPTION
 DD1417
 DD1417'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1417'IN PAWLEYS ISLAND.
 DD1417'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1417'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 1.7 KM (1.05 MI)
 DD1417'SOUTHWESTERLY ALONG STATE ROAD 10, SET NEAR A POWER POLE ON THE
 DD1417'NORTHEAST SIDE OF THE PELICAN INN, 0.5 KM (0.3 MI) SOUTHWEST OF THE
 DD1417'SOUTH ENTRANCE TO PAWLEYS ISLAND (STATE ROAD 266), 4.7 METERS
 DD1417'(15.42 FT) NORTH NORTHWEST OF THE POWER POLE NUMBER 12951, 25.2 METERS
 DD1417'(82.68 FT) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 16.9 METERS
 DD1417'(55.45 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN
 DD1417'ADDITION 0F THE INN, 7.1 METERS (23.29 FT) NORTHWEST OF A 10 INCH LONE
 DD1417'CEDAR TREE, 24.9 METERS (81.69 FT) EAST OF THE NORTHWEST CORNER OF THE
 DD1417'MAIN ADDITION OF THE INN.
 DD1417'THE MARK IS 1.00 M ABOVE ROAD.
 DD1417
 DD1417                          STATION RECOVERY (1990)
 DD1417
 DD1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1417'RECOVERED IN GOOD CONDITION.
 DD1417
 DD1417                          STATION RECOVERY (1990)
 DD1417
 DD1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1417'RECOVERED IN GOOD CONDITION.
 DD1417
 DD1417                          STATION RECOVERY (2000)
 DD1417
 DD1417'RECOVERY NOTE BY US POWER SQUADRON 2000 (SFP)
 DD1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1434 ***********************************************************************
 DD1434  DESIGNATION -  22 129
 DD1434  PID         -  DD1434
 DD1434  STATE/COUNTY-  SC/GEORGETOWN
 DD1434  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1434
 DD1434                         *CURRENT SURVEY CONTROL
 DD1434  ___________________________________________________________________
 DD1434* NAD 83(1986)-  33 27 43.     (N)    079 06 46.     (W)     SCALED    
 DD1434* NAVD 88     -         3.192  (meters)      10.47   (feet)  ADJUSTED  
 DD1434  ___________________________________________________________________
 DD1434  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1434  DYNAMIC HT  -           3.189 (meters)      10.46  (feet)  COMP
 DD1434  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DD1434
 DD1434  VERT ORDER  -  FIRST     CLASS II
 DD1434
 DD1434.The horizontal coordinates were scaled from a topographic map and have
 DD1434.an estimated accuracy of +/- 6 seconds.
 DD1434
 DD1434.The orthometric height was determined by differential leveling
 DD1434.and adjusted by the National Geodetic Survey in September 2000..
 DD1434.No vertical observational check was made to the station.
 DD1434
 DD1434.The geoid height was determined by GEOID03.
 DD1434
 DD1434.The dynamic height is computed by dividing the NAVD 88
 DD1434.geopotential number by the normal gravity value computed on the
 DD1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1434.degrees latitude (g = 980.6199 gals.).
 DD1434
 DD1434.The modeled gravity was interpolated from observed gravity values.
 DD1434
 DD1434;                    North         East    Units  Estimated Accuracy
 DD1434;SPC SC       -   182,210.      785,000.      MT  (+/- 180 meters Scaled)
 DD1434
 DD1434                          SUPERSEDED SURVEY CONTROL
 DD1434
 DD1434  NAVD 88 (06/15/91)    3.199  (m)           10.50   (f) UNKNOWN     1 2
 DD1434  NGVD 29 (05/09/91)    3.511  (m)           11.52   (f) ADJUSTED    1 2
 DD1434
 DD1434.Superseded values are not recommended for survey control.
 DD1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1434.See file dsdata.txt to determine how the superseded data were derived.
 DD1434
 DD1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT753040(NAD 83)
 DD1434_MARKER: DD = SURVEY DISK
 DD1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1434_SP_SET: CONCRETE POST
 DD1434_STAMPING: VERT 22 129 1986
 DD1434_MARK LOGO: SCGS  
 DD1434_PROJECTION: FLUSH
 DD1434_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1434+STABILITY: SURFACE MOTION
 DD1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1434+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1996
 DD1434
 DD1434  HISTORY     - Date     Condition        Report By
 DD1434  HISTORY     - 1986     MONUMENTED       SCGS
 DD1434  HISTORY     - 19900502 GOOD             NGS
 DD1434  HISTORY     - 19960416 GOOD             SCGS
 DD1434
 DD1434                          STATION DESCRIPTION
 DD1434
 DD1434'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1434'3.0 KM (1.9 MI) NE FROM PAWLEYS ISLAND.
 DD1434'2.9 KM (1.8 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1434'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 0.2 KM (0.1 MI) NORTHWEST
 DD1434'ALONG A SAND DRIVE LEADING TO THE CAMP BASKERVILLE EPISCOPAL OUTREACH,
 DD1434'SET NEAR A WATER PUMP SHED IN A GRASSY MEDIAN ON THE WEST SIDE OF A
 DD1434'TWO STORY WOOD HOUSE, 34.7 METERS (113.85 FT) WEST SOUTHWEST OF THE
 DD1434'SOUTHWEST CORNER OF THE HOUSE, 7.3 METERS (23.95 FT) WEST NORTHWEST OF
 DD1434'A 50 INCH LIVE OAK TREE, 1.6 METERS (5.25 FT) EAST SOUTHEAST OF THE
 DD1434'NORTH CORNER OF THE WATER PUMP SHED, 32.1 METERS (105.32 FT) NORTH OF
 DD1434'THE NORTH CORNER OF A SWIMMING POOL, 9.9 METERS (32.48 FT) EAST
 DD1434'SOUTHEAST OF A 50 INCH LIVE OAK TREE.
 DD1434'THE MARK IS ABOVE LEVEL WITH DRIVE.
 DD1434
 DD1434                          STATION RECOVERY (1990)
 DD1434
 DD1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1434'RECOVERED IN GOOD CONDITION.
 DD1434
 DD1434                          STATION RECOVERY (1996)
 DD1434
 DD1434'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1434'STATION IS LOCATED 12.0 MILES (19.3 KM) NORTHEAST OF GEORGETOWN, 2.0
 DD1434'MILES (3.2 KM) NORTH OF PAWLEYS ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1434'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DD1434'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD1434'HIGHWAY 707 (SUNNYSIDE ROAD), 1.5 MILES (2.4 KM) NORTH NORTHEAST OF
 DD1434'MURRELLS INLET, GO SOUTH ON HIGHWAY 17 FOR 7.8 MILES (12.6 KM) TO THE
 DD1434'JUNCTION OF STATE ROAD 302 (LITCHFIELD BOULEVARD), CONTINUE ON HIGHWAY
 DD1434'17 FOR 0.8 MILE (1.3 KM) TO THE JUNCTION OF BASKERVILL ROAD (SAND
 DD1434'ROAD) RIGHT LEADING TO CAMP BASKERVILL EPISCOPAL CHURCH, TURN RIGHT ON
 DD1434'BASKERVILL ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE SOUTH SIDE
 DD1434'OF RUBYS GARDEN. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD1434'LEVEL WITH THE ROAD, 93.0 FEET (28.3 M) NORTH OF THE NORTH CORNER OF A
 DD1434'SWIMMING POOL, 58.0 FEET (17.7 M) SOUTHEAST OF A FIRE HYDRANT, 32.1
 DD1434'FEET (9.8 M) EAST SOUTHEAST OF A 4.0-FOOT OAK TREE, 23.9 FEET (7.3 M)
 DD1434'WEST NORTHWEST OF A 4.0-FOOT OAK TREE, 5.5 FEET (1.7 M) SOUTH
 DD1434'SOUTHWEST OF THE SOUTH EDGE OF THE BRICK CROSS FOR RUBYS GARDEN, 11.6
 DD1434'FEET (3.5 M) EAST OF A TELEPHONE JUNCTION BOX NUMBER 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1439 ***********************************************************************
 DD1439  DESIGNATION -  22 130
 DD1439  PID         -  DD1439
 DD1439  STATE/COUNTY-  SC/GEORGETOWN
 DD1439  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1439
 DD1439                         *CURRENT SURVEY CONTROL
 DD1439  ___________________________________________________________________
 DD1439* NAD 83(1986)-  33 28 52.     (N)    079 05 46.     (W)     SCALED    
 DD1439* NAVD 88     -         2.416  (meters)       7.93   (feet)  ADJUSTED  
 DD1439  ___________________________________________________________________
 DD1439  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1439  DYNAMIC HT  -           2.413 (meters)       7.92  (feet)  COMP
 DD1439  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 DD1439
 DD1439  VERT ORDER  -  FIRST     CLASS II
 DD1439
 DD1439.The horizontal coordinates were scaled from a topographic map and have
 DD1439.an estimated accuracy of +/- 6 seconds.
 DD1439
 DD1439.The orthometric height was determined by differential leveling
 DD1439.and adjusted by the National Geodetic Survey in September 2000..
 DD1439.No vertical observational check was made to the station.
 DD1439
 DD1439.The geoid height was determined by GEOID03.
 DD1439
 DD1439.The dynamic height is computed by dividing the NAVD 88
 DD1439.geopotential number by the normal gravity value computed on the
 DD1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1439.degrees latitude (g = 980.6199 gals.).
 DD1439
 DD1439.The modeled gravity was interpolated from observed gravity values.
 DD1439
 DD1439;                    North         East    Units  Estimated Accuracy
 DD1439;SPC SC       -   184,360.      786,510.      MT  (+/- 180 meters Scaled)
 DD1439
 DD1439                          SUPERSEDED SURVEY CONTROL
 DD1439
 DD1439  NAVD 88 (06/15/91)    2.412  (m)            7.91   (f) UNKNOWN     1 2
 DD1439  NGVD 29 (05/09/91)    2.725  (m)            8.94   (f) ADJUSTED    1 2
 DD1439
 DD1439.Superseded values are not recommended for survey control.
 DD1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1439.See file dsdata.txt to determine how the superseded data were derived.
 DD1439
 DD1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT768062(NAD 83)
 DD1439_MARKER: DD = SURVEY DISK
 DD1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1439_SP_SET: CONCRETE POST
 DD1439_STAMPING: VERT 22 130 1986
 DD1439_MARK LOGO: SCGS  
 DD1439_PROJECTION: RECESSED 3 CENTIMETERS
 DD1439_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1439+STABILITY: SURFACE MOTION
 DD1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1439+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 DD1439
 DD1439  HISTORY     - Date     Condition        Report By
 DD1439  HISTORY     - 1986     MONUMENTED       SCGS
 DD1439  HISTORY     - 19900502 GOOD             NGS
 DD1439  HISTORY     - 19960415 GOOD             SCGS
 DD1439  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 DD1439
 DD1439                          STATION DESCRIPTION
 DD1439
 DD1439'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1439'5.6 KM (3.5 MI) NE FROM PAWLEYS ISLAND.
 DD1439'5.3 KM (3.3 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1439'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 0.2 KM (0.1 MI) EAST ALONG
 DD1439'THE ENTRANCE DRIVE TO LITCHFIELD BY THE SEA, SET NEAR A LONE PINE TREE
 DD1439'WEST SOUTHWEST OF A GUARD HOUSE IN A GRASSY MEDIAN, 5.4 METERS
 DD1439'(17.72 FT) NORTH OF A TRIPLE TRUNK SWEETGUM TREE, 17.07 METERS
 DD1439'(56.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE GUARD HOUSE,
 DD1439'2.35 METERS (7.71 FT) WEST SOUTHWEST OF THE PINE TREE, 8.5 METERS
 DD1439'(27.89 FT) NORTH NORTHWEST OF THE CENTER OF THE ENTRANCE DRIVE,
 DD1439'7.85 METERS (25.76 FT) SOUTH SOUTHEAST OF THE CENTER OF THE EXIT
 DD1439'DRIVE, 10.1 METERS (33.14 FT) EAST NORTHEAST OF THE CENTER OF A
 DD1439'CROSSOVER ROAD.
 DD1439'THE MARK IS 0.30 M ABOVE ROAD.
 DD1439
 DD1439                          STATION RECOVERY (1990)
 DD1439
 DD1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1439'RECOVERED IN GOOD CONDITION.
 DD1439
 DD1439                          STATION RECOVERY (1996)
 DD1439
 DD1439'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1439'STATION IS LOCATED 13.6 MILES (21.9 KM) NORTHEAST OF GEORGETOWN, 3.6
 DD1439'MILES (5.8 KM) NORTH NORTHEAST OF PAWLEYS ISLAND.
 DD1439'OWNERSHIP--LITCHFIELD BY THE SEA.  TO REACH THE STATION FROM THE
 DD1439'JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 707 (SUNNYSIDE ROAD),
 DD1439'1.5 MILES (2.4 KM) NORTH NORTHEAST OF MURRELLS INLET, GO SOUTH ON
 DD1439'HIGHWAY 17 FOR 5.7 MILES (9.2 KM) TO THE JUNCTION OF STATE ROAD 362
 DD1439'(SANDY ISLAND ROAD), CONTINUE ON HIGHWAY 17 FOR 1.35 MILES (2.17 KM)
 DD1439'TO THE ENTRANCE TO LITCHFIELD BY THE SEA, TURN LEFT ON THE ENTRANCE
 DD1439'ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT, SOUTHWEST OF
 DD1439'THE GUARD HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD1439'0.5 FOOT (15.2 CM) ABOVE THE ENTRANCE ROAD, 17.0 FEET (5.2 M) EAST OF
 DD1439'A TRIPLE TRUNK SWEET GUM TREE, 26.5 FEET (8.1 M) NORTH NORTHWEST OF
 DD1439'THE CENTER OF THE ENTRANCE ROAD, 25.5 FEET (7.8 M) SOUTH SOUTHEAST OF
 DD1439'THE CENTER OF THE EXIT ROAD, 55.8 FEET (17.0 M) SOUTHWEST OF THE
 DD1439'NORTHWEST CORNER OF THE GUARD HOUSE, 7.7 FEET (2.3 M) WEST SOUTHWEST
 DD1439'OF A LONE PINE TREE.
 DD1439
 DD1439                          STATION RECOVERY (2000)
 DD1439
 DD1439'RECOVERY NOTE BY US POWER SQUADRON 2000 (BRP)
 DD1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1441 ***********************************************************************
 DD1441  DESIGNATION -  22 131
 DD1441  PID         -  DD1441
 DD1441  STATE/COUNTY-  SC/GEORGETOWN
 DD1441  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1441
 DD1441                         *CURRENT SURVEY CONTROL
 DD1441  ___________________________________________________________________
 DD1441* NAD 83(1986)-  33 29 49.     (N)    079 05 10.     (W)     SCALED    
 DD1441* NAVD 88     -         4.140  (meters)      13.58   (feet)  ADJUSTED  
 DD1441  ___________________________________________________________________
 DD1441  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1441  DYNAMIC HT  -           4.135 (meters)      13.57  (feet)  COMP
 DD1441  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DD1441
 DD1441  VERT ORDER  -  FIRST     CLASS II
 DD1441
 DD1441.The horizontal coordinates were scaled from a topographic map and have
 DD1441.an estimated accuracy of +/- 6 seconds.
 DD1441
 DD1441.The orthometric height was determined by differential leveling
 DD1441.and adjusted by the National Geodetic Survey in September 2000..
 DD1441
 DD1441.The geoid height was determined by GEOID03.
 DD1441
 DD1441.The dynamic height is computed by dividing the NAVD 88
 DD1441.geopotential number by the normal gravity value computed on the
 DD1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1441.degrees latitude (g = 980.6199 gals.).
 DD1441
 DD1441.The modeled gravity was interpolated from observed gravity values.
 DD1441
 DD1441;                    North         East    Units  Estimated Accuracy
 DD1441;SPC SC       -   186,140.      787,400.      MT  (+/- 180 meters Scaled)
 DD1441
 DD1441                          SUPERSEDED SURVEY CONTROL
 DD1441
 DD1441  NAVD 88 (06/15/91)    4.143  (m)           13.59   (f) UNKNOWN     1 2
 DD1441  NGVD 29 (05/09/91)    4.457  (m)           14.62   (f) ADJUSTED    1 2
 DD1441
 DD1441.Superseded values are not recommended for survey control.
 DD1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1441.See file dsdata.txt to determine how the superseded data were derived.
 DD1441
 DD1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT777080(NAD 83)
 DD1441_MARKER: DD = SURVEY DISK
 DD1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1441_SP_SET: CONCRETE POST
 DD1441_STAMPING: VERT 22 131 1986
 DD1441_MARK LOGO: SCGS  
 DD1441_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1441_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1441+STABILITY: SURFACE MOTION
 DD1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1441+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1996
 DD1441
 DD1441  HISTORY     - Date     Condition        Report By
 DD1441  HISTORY     - 1986     MONUMENTED       SCGS
 DD1441  HISTORY     - 1987     GOOD             USPSQD
 DD1441  HISTORY     - 19900502 GOOD             NGS
 DD1441  HISTORY     - 19960416 GOOD             SCGS
 DD1441  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 DD1441  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD1441
 DD1441                          STATION DESCRIPTION
 DD1441
 DD1441'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1441'7.6 KM (4.7 MI) NE FROM PAWLEYS ISLAND.
 DD1441'7.3 KM (4.55 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1441'OF STATE ROAD 46 IN PAWLEYS ISLAND, SET NEAR A TELEPHONE JUNCTION BOX
 DD1441'IN THE NORTHWEST ANGLE OF STATE ROAD 362 LEADING TO SANDY ISLAND,
 DD1441'18.8 METERS (61.68 FT) WEST NORTHWEST OF THE CENTER OF THE SOUTHBOUND
 DD1441'LANES OF THE HIGHWAY, 10.5 METERS (34.45 FT) NORTH OF THE CENTER OF
 DD1441'THE ROAD, 4.8 METERS (15.75 FT) SOUTH SOUTHEAST OF A TWIN TRUNK LIVE
 DD1441'OAK TREE, 2.4 METERS (7.87 FT) NORTHWEST OF THE TELEPHONE JUNCTION BOX
 DD1441'P1, 2.3 METERS (7.55 FT) WEST NORTHWEST OF SURVEY MARK G 8 GCC.
 DD1441'THE MARK IS 2.30 METERS  WNW FROM A WITNESS POST.
 DD1441
 DD1441                          STATION RECOVERY (1987)
 DD1441
 DD1441'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1441'RECOVERED IN GOOD CONDITION.
 DD1441
 DD1441                          STATION RECOVERY (1990)
 DD1441
 DD1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1441'RECOVERED IN GOOD CONDITION.
 DD1441
 DD1441                          STATION RECOVERY (1996)
 DD1441
 DD1441'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1441'STATION IS LOCATED 14.6 MILES (23.5 KM) NORTHEAST OF GEORGETOWN, 4.8
 DD1441'MILES (7.7 KM) NORTH NORTHEAST OF PAWLEYS ISLAND.  OWNERSHIP--SCDOT,
 DD1441'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1441'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1441'17 AND STATE HIGHWAY 707 (SUNNYSIDE ROAD), 1.5 MILES (2.4 KM) NORTH
 DD1441'NORTHEAST OF MURRELLS INLET, GO SOUTH ON HIGHWAY 17 FOR 5.7 MILES (9.2
 DD1441'KM) TO THE STATION NEAR TELEPHONE JUNCTION BOX IN THE NORTH ANGLE OF
 DD1441'THE JUNCTION OF STATE ROAD 362 (SANDY ISLAND ROAD) .  STATION IS A
 DD1441'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 DD1441'HIGHWAY, 19.0 FEET (5.8 M) EAST OF A POWER LINE STUB POLE NUMBER 7739
 DD1441'WITH A GUY WIRE, 8.0 FEET (2.4 M) NORTHWEST OF THE TELEPHONE JUNCTION
 DD1441'BOX 87L00319, 7.6 FEET (2.3 M) NORTH NORTHWEST OF SURVEY STATION G 8,
 DD1441'34.0 FEET (10.4 M) NORTH NORTHEAST OF THE CENTER OF THE ROAD, 62.1
 DD1441'FEET (18.9 M) NORTH NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 DD1441'THE HIGHWAY, 7.3 FEET (2.2 M) NORTHWEST OF A WITNESS POST.
 DD1441
 DD1441                          STATION RECOVERY (2000)
 DD1441
 DD1441'RECOVERY NOTE BY US POWER SQUADRON 2000 (BRP)
 DD1441'MARK NOT FOUND.
 DD1441
 DD1441                          STATION RECOVERY (2004)
 DD1441
 DD1441'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1460 ***********************************************************************
 DD1460  DESIGNATION -  22 132
 DD1460  PID         -  DD1460
 DD1460  STATE/COUNTY-  SC/GEORGETOWN
 DD1460  USGS QUAD   -  BROOKGREEN (1973)
 DD1460
 DD1460                         *CURRENT SURVEY CONTROL
 DD1460  ___________________________________________________________________
 DD1460* NAD 83(1986)-  33 31 17.     (N)    079 04 03.     (W)     SCALED    
 DD1460* NAVD 88     -         4.119  (meters)      13.51   (feet)  ADJUSTED  
 DD1460  ___________________________________________________________________
 DD1460  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1460  DYNAMIC HT  -           4.115 (meters)      13.50  (feet)  COMP
 DD1460  MODELED GRAV-     979,576.6   (mgal)                       NAVD 88
 DD1460
 DD1460  VERT ORDER  -  FIRST     CLASS II
 DD1460
 DD1460.The horizontal coordinates were scaled from a topographic map and have
 DD1460.an estimated accuracy of +/- 6 seconds.
 DD1460
 DD1460.The orthometric height was determined by differential leveling
 DD1460.and adjusted by the National Geodetic Survey in June 1991..
 DD1460
 DD1460.The geoid height was determined by GEOID03.
 DD1460
 DD1460.The dynamic height is computed by dividing the NAVD 88
 DD1460.geopotential number by the normal gravity value computed on the
 DD1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1460.degrees latitude (g = 980.6199 gals.).
 DD1460
 DD1460.The modeled gravity was interpolated from observed gravity values.
 DD1460
 DD1460;                    North         East    Units  Estimated Accuracy
 DD1460;SPC SC       -   188,880.      789,080.      MT  (+/- 180 meters Scaled)
 DD1460
 DD1460                          SUPERSEDED SURVEY CONTROL
 DD1460
 DD1460  NGVD 29 (05/09/91)    4.435  (m)           14.55   (f) ADJUSTED    1 2
 DD1460
 DD1460.Superseded values are not recommended for survey control.
 DD1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1460.See file dsdata.txt to determine how the superseded data were derived.
 DD1460
 DD1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT794107(NAD 83)
 DD1460_MARKER: DD = SURVEY DISK
 DD1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1460_SP_SET: CONCRETE POST
 DD1460_STAMPING: VERT 22 132 1986
 DD1460_MARK LOGO: SCGS  
 DD1460_PROJECTION: PROJECTING 3 CENTIMETERS
 DD1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1460+STABILITY: SURFACE MOTION
 DD1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1460+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 DD1460
 DD1460  HISTORY     - Date     Condition        Report By
 DD1460  HISTORY     - 1986     MONUMENTED       SCGS
 DD1460  HISTORY     - 19900501 GOOD             NGS
 DD1460  HISTORY     - 19940618 GOOD             USPSQD
 DD1460
 DD1460                          STATION DESCRIPTION
 DD1460
 DD1460'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1460'5.9 KM (3.65 MI) SW FROM MURRELLS INLET.
 DD1460'6.0 KM (3.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1460'OF STATE HIGHWAY 707 IN MURRELLS INLET, SET IN THE SOUTHEAST ANGLE OF
 DD1460'THE ENTRANCE ROAD TO HUNTINGTON MARSH RESIDENTIAL COMMUNITY,
 DD1460'19.3 METERS (63.32 FT) EAST SOUTHEAST OF THE CENTER OF THE NORTHBOUND
 DD1460'LANES OF THE HIGHWAY, 6.25 METERS (20.51 FT) NORTH NORTHEAST OF A
 DD1460'POWER POLE NUMBER 33146/231, 5.65 METERS (18.54 FT) SOUTHWEST OF THE
 DD1460'CENTER OF THE ROAD, 15.9 METERS (52.17 FT) EAST NORTHEAST OF A FIRE
 DD1460'HYDRANT, 33.3 METERS (109.25 FT) SOUTHEAST OF THE CENTER OF A SEWER
 DD1460'LIFT STATION.
 DD1460'THE MARK IS 0.80 METERS  NE FROM A WITNESS POST.
 DD1460'THE MARK IS 0.30 M ABOVE ENTRANCE ROAD.
 DD1460
 DD1460                          STATION RECOVERY (1990)
 DD1460
 DD1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1460'RECOVERED IN GOOD CONDITION.
 DD1460
 DD1460                          STATION RECOVERY (1994)
 DD1460
 DD1460'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1468 ***********************************************************************
 DD1468  DESIGNATION -  22 133
 DD1468  PID         -  DD1468
 DD1468  STATE/COUNTY-  SC/GEORGETOWN
 DD1468  USGS QUAD   -  BROOKGREEN (1973)
 DD1468
 DD1468                         *CURRENT SURVEY CONTROL
 DD1468  ___________________________________________________________________
 DD1468* NAD 83(1986)-  33 32 34.     (N)    079 02 54.     (W)     SCALED    
 DD1468* NAVD 88     -         2.518  (meters)       8.26   (feet)  ADJUSTED  
 DD1468  ___________________________________________________________________
 DD1468  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1468  DYNAMIC HT  -           2.516 (meters)       8.25  (feet)  COMP
 DD1468  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 DD1468
 DD1468  VERT ORDER  -  FIRST     CLASS II
 DD1468
 DD1468.The horizontal coordinates were scaled from a topographic map and have
 DD1468.an estimated accuracy of +/- 6 seconds.
 DD1468
 DD1468.The orthometric height was determined by differential leveling
 DD1468.and adjusted by the National Geodetic Survey in June 1991..
 DD1468
 DD1468.The geoid height was determined by GEOID03.
 DD1468
 DD1468.The dynamic height is computed by dividing the NAVD 88
 DD1468.geopotential number by the normal gravity value computed on the
 DD1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1468.degrees latitude (g = 980.6199 gals.).
 DD1468
 DD1468.The modeled gravity was interpolated from observed gravity values.
 DD1468
 DD1468;                    North         East    Units  Estimated Accuracy
 DD1468;SPC SC       -   191,280.      790,820.      MT  (+/- 180 meters Scaled)
 DD1468
 DD1468                          SUPERSEDED SURVEY CONTROL
 DD1468
 DD1468  NGVD 29 (05/09/91)    2.835  (m)            9.30   (f) ADJUSTED    1 2
 DD1468
 DD1468.Superseded values are not recommended for survey control.
 DD1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1468.See file dsdata.txt to determine how the superseded data were derived.
 DD1468
 DD1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT812131(NAD 83)
 DD1468_MARKER: DD = SURVEY DISK
 DD1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1468_SP_SET: CONCRETE POST
 DD1468_STAMPING: VERT 22 133 1986
 DD1468_MARK LOGO: SCGS  
 DD1468_PROJECTION: FLUSH
 DD1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1468+STABILITY: SURFACE MOTION
 DD1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1468+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 DD1468
 DD1468  HISTORY     - Date     Condition        Report By
 DD1468  HISTORY     - 1986     MONUMENTED       SCGS
 DD1468  HISTORY     - 19900427 GOOD             NGS
 DD1468  HISTORY     - 19940618 MARK NOT FOUND   USPSQD
 DD1468  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 DD1468
 DD1468                          STATION DESCRIPTION
 DD1468
 DD1468'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1468'IN MURRELLS INLET.
 DD1468'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1468'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.9 KM (1.8 MI) SOUTHERLY
 DD1468'ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A LIVE OAK TREE IN THE
 DD1468'SOUTHWEST ANGLE OF A SAND DRIVE LEADING TO A TWO STORY WOOD HOUSE
 DD1468'(RESIDENCE OF CHARLES R. WELCH), 6.6 METERS (21.65 FT) WEST SOUTHWEST
 DD1468'OF THE CENTER OF THE DRIVE, 3.6 METERS (11.81 FT) WEST NORTHWEST OF
 DD1468'THE 18 INCH LIVE OAK TREE, 29.3 METERS (96.13 FT) SOUTH SOUTHEAST OF
 DD1468'THE CENTER OF THE HIGHWAY, 27.15 METERS (89.08 FT) NORTHEAST OF A 18
 DD1468'INCH MAGNOLIA TREE, 25.3 METERS (83.01 FT) SOUTH OF A POWER POLE
 DD1468'NUMBER 21612.
 DD1468'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1468
 DD1468                          STATION RECOVERY (1990)
 DD1468
 DD1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1468'RECOVERED IN GOOD CONDITION.
 DD1468
 DD1468                          STATION RECOVERY (1994)
 DD1468
 DD1468'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1468'MARK NOT FOUND.
 DD1468
 DD1468                          STATION RECOVERY (2004)
 DD1468
 DD1468'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1471 ***********************************************************************
 DD1471  DESIGNATION -  22 134
 DD1471  PID         -  DD1471
 DD1471  STATE/COUNTY-  SC/GEORGETOWN
 DD1471  USGS QUAD   -  BROOKGREEN (1973)
 DD1471
 DD1471                         *CURRENT SURVEY CONTROL
 DD1471  ___________________________________________________________________
 DD1471* NAD 83(1986)-  33 33 10.     (N)    079 03 13.     (W)     SCALED    
 DD1471* NAVD 88     -         7.172  (meters)      23.53   (feet)  ADJUSTED  
 DD1471  ___________________________________________________________________
 DD1471  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1471  DYNAMIC HT  -           7.164 (meters)      23.50  (feet)  COMP
 DD1471  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DD1471
 DD1471  VERT ORDER  -  FIRST     CLASS II
 DD1471
 DD1471.The horizontal coordinates were scaled from a topographic map and have
 DD1471.an estimated accuracy of +/- 6 seconds.
 DD1471
 DD1471.The orthometric height was determined by differential leveling
 DD1471.and adjusted by the National Geodetic Survey in June 1991..
 DD1471
 DD1471.The geoid height was determined by GEOID03.
 DD1471
 DD1471.The dynamic height is computed by dividing the NAVD 88
 DD1471.geopotential number by the normal gravity value computed on the
 DD1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1471.degrees latitude (g = 980.6199 gals.).
 DD1471
 DD1471.The modeled gravity was interpolated from observed gravity values.
 DD1471
 DD1471;                    North         East    Units  Estimated Accuracy
 DD1471;SPC SC       -   192,380.      790,310.      MT  (+/- 180 meters Scaled)
 DD1471
 DD1471                          SUPERSEDED SURVEY CONTROL
 DD1471
 DD1471  NGVD 29 (03/21/89)    7.490  (m)           24.57   (f) ADJUSTED    1 2
 DD1471
 DD1471.Superseded values are not recommended for survey control.
 DD1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1471.See file dsdata.txt to determine how the superseded data were derived.
 DD1471
 DD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT806142(NAD 83)
 DD1471_MARKER: DD = SURVEY DISK
 DD1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1471_SP_SET: CONCRETE POST
 DD1471_STAMPING: VERT 22 134 1986
 DD1471_MARK LOGO: SCGS  
 DD1471_PROJECTION: FLUSH
 DD1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1471+STABILITY: SURFACE MOTION
 DD1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1471+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1471
 DD1471  HISTORY     - Date     Condition        Report By
 DD1471  HISTORY     - 1986     MONUMENTED       SCGS
 DD1471  HISTORY     - 19920717 GOOD             NGS
 DD1471  HISTORY     - 19940618 MARK NOT FOUND   USPSQD
 DD1471  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 DD1471
 DD1471                          STATION DESCRIPTION
 DD1471
 DD1471'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1471'2.4 KM (1.5 MI) SW FROM MURRELLS INLET.
 DD1471'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1471'2.3 KM (1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1471'OF STATE HIGHWAY 707 IN MURRELLS INLET, THENCE 0.6 KM (0.4 MI)
 DD1471'NORTHWESTERLY ALONG STATE ROAD 62, SET NEAR TWO PINE TREES GROWING
 DD1471'TOGETHER ON THE NORTHWEST SIDE OF A WOODEN HOUSE IN THE SOUTHEAST
 DD1471'ANGLE OF STATE ROAD 391, 14.8 METERS (48.56 FT) NORTHWEST OF THE NORTH
 DD1471'CORNER OF THE HOUSE, 8.7 METERS (28.54 FT) EAST NORTHEAST OF A POWER
 DD1471'POLE NUMBER 22746, 10.93 METERS (35.86 FT) SOUTHEAST OF THE CENTER OF
 DD1471'STATE ROAD 391, 13.73 METERS (45.05 FT) WEST SOUTHWEST OF A LIGHT POLE
 DD1471'NUMBER 20003, 41.91 METERS (137.5 FT) NORTHEAST OF THE CENTER OF STATE
 DD1471'ROAD 62.
 DD1471
 DD1471                          STATION RECOVERY (1992)
 DD1471
 DD1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1471'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 DD1471'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.65 MI)
 DD1471'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, 41.9 M (137.5 FT)
 DD1471'NORTHEAST OF THE HIGHWAY CENTERLINE, 14.8 M (48.6 FT) NORTHWEST OF
 DD1471'THE NORTH CORNER OF A HOUSE, 10.9 M (35.8 FT) SOUTHEAST OF THE CENTER
 DD1471'OF STATE ROAD S 22 391, 8.7 M (28.5 FT) EAST-NORTHEAST OF UTILITY
 DD1471'POLE NUMBER 22746, 5.2 M (17.1 FT) EAST-SOUTHEAST OF THE NORTHWEST
 DD1471'CORNER OF A CHAIN-LINK FENCE, 1.1 M (3.6 FT) SOUTHWEST OF THE CENTER
 DD1471'OF A SAND DRIVEWAY, 0.8 M (2.6 FT) NORTHWEST OF A FENCE, 0.3 M (1.0
 DD1471'FT) BELOW THE LEVEL OF STATE ROAD S 22 391, AND THE MONUMENT IS
 DD1471'RECESSED 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
 DD1471
 DD1471                          STATION RECOVERY (1994)
 DD1471
 DD1471'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1471'MARK NOT FOUND.
 DD1471
 DD1471                          STATION RECOVERY (2004)
 DD1471
 DD1471'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1472 ***********************************************************************
 DD1472  DESIGNATION -  22 135
 DD1472  PID         -  DD1472
 DD1472  STATE/COUNTY-  SC/GEORGETOWN
 DD1472  USGS QUAD   -  BROOKGREEN (1973)
 DD1472
 DD1472                         *CURRENT SURVEY CONTROL
 DD1472  ___________________________________________________________________
 DD1472* NAD 83(1986)-  33 33 36.     (N)    079 04 12.     (W)     SCALED    
 DD1472* NAVD 88     -         6.057  (meters)      19.87   (feet)  ADJUSTED  
 DD1472  ___________________________________________________________________
 DD1472  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1472  DYNAMIC HT  -           6.050 (meters)      19.85  (feet)  COMP
 DD1472  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DD1472
 DD1472  VERT ORDER  -  FIRST     CLASS II
 DD1472
 DD1472.The horizontal coordinates were scaled from a topographic map and have
 DD1472.an estimated accuracy of +/- 6 seconds.
 DD1472
 DD1472.The orthometric height was determined by differential leveling
 DD1472.and adjusted by the National Geodetic Survey in June 1991..
 DD1472
 DD1472.The geoid height was determined by GEOID03.
 DD1472
 DD1472.The dynamic height is computed by dividing the NAVD 88
 DD1472.geopotential number by the normal gravity value computed on the
 DD1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1472.degrees latitude (g = 980.6199 gals.).
 DD1472
 DD1472.The modeled gravity was interpolated from observed gravity values.
 DD1472
 DD1472;                    North         East    Units  Estimated Accuracy
 DD1472;SPC SC       -   193,150.      788,770.      MT  (+/- 180 meters Scaled)
 DD1472
 DD1472                          SUPERSEDED SURVEY CONTROL
 DD1472
 DD1472  NGVD 29 (03/21/89)    6.375  (m)           20.92   (f) ADJUSTED    1 2
 DD1472
 DD1472.Superseded values are not recommended for survey control.
 DD1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1472.See file dsdata.txt to determine how the superseded data were derived.
 DD1472
 DD1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT791150(NAD 83)
 DD1472_MARKER: DD = SURVEY DISK
 DD1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1472_SP_SET: CONCRETE POST
 DD1472_STAMPING: VERT 22 135 1986
 DD1472_MARK LOGO: SCGS  
 DD1472_PROJECTION: FLUSH
 DD1472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1472+STABILITY: SURFACE MOTION
 DD1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1472+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1472
 DD1472  HISTORY     - Date     Condition        Report By
 DD1472  HISTORY     - 1986     MONUMENTED       SCGS
 DD1472  HISTORY     - 19920717 GOOD             NGS
 DD1472  HISTORY     - 19940618 MARK NOT FOUND   USPSQD
 DD1472  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 DD1472
 DD1472                          STATION DESCRIPTION
 DD1472
 DD1472'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1472'3.45 KM (2.15 MI) WSW FROM MURRELLS INLET.
 DD1472'THE MARK IS 0.30 M ABOVE ROAD.
 DD1472'2.3 KM (1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1472'OF STATE HIGHWAY 707 IN MURRELLS INLET, THENCE 2.3 KM (1.45 MI)
 DD1472'NORTHWESTERLY ALONG STATE ROAD 62, SET IN A MEDIAN AT THE ENTRANCE TO
 DD1472'WACHESAW PLANTATION, 23.0 METERS (75.46 FT) EAST NORTHEAST OF THE
 DD1472'SOUTHEAST CORNER OF A GUARD HOUSE, 27.5 METERS (90.22 FT) WEST
 DD1472'SOUTHWEST OF THE CENTER OF THE STATE ROAD, 5.1 METERS (16.73 FT) NORTH
 DD1472'NORTHWEST OF THE CENTER OF THE EXIT ROAD, 4.5 METERS (14.76 FT) SOUTH
 DD1472'SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD, 9.45 METERS (31.0 FT)
 DD1472'EAST NORTHEAST OF THE CENTER OF A CROSSOVER ROAD.
 DD1472
 DD1472                          STATION RECOVERY (1992)
 DD1472
 DD1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1472'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 DD1472'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.65 MI)
 DD1472'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 2.7 KM (1.65 MI)
 DD1472'NORTHWESTERLY ALONG STATE ROAD S 22 62 (WACHESAW ROAD), IN A MEDIAN
 DD1472'BETWEEN THE ENTRANCE AND EXIT ROADS OF THE WACHESAW PLANTATION, 27.5
 DD1472'M (90.2 FT) SOUTHWEST OF THE ROAD CENTERLINE, 23.0 M (75.5 FT)
 DD1472'NORTHEAST OF THE SOUTHEAST CORNER OF A GUARD HOUSE, 13.7 M (44.9 FT)
 DD1472'SOUTHWEST OF THE NORTHEAST END OF THE MEDIAN, 9.5 M (31.2 FT)
 DD1472'NORTHEAST OF THE CENTER OF A CROSSOVER, 5.1 M (16.7 FT) NORTHWEST OF
 DD1472'THE CENTER OF THE EXIT ROAD, 4.5 M (14.8 FT) SOUTHEAST OF THE CENTER
 DD1472'OF THE ENTRANCE ROAD, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ENTRANCE
 DD1472'ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD1472
 DD1472                          STATION RECOVERY (1994)
 DD1472
 DD1472'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1472'MARK NOT FOUND.
 DD1472
 DD1472                          STATION RECOVERY (2004)
 DD1472
 DD1472'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1485 ***********************************************************************
 DD1485  DESIGNATION -  22 136
 DD1485  PID         -  DD1485
 DD1485  STATE/COUNTY-  SC/GEORGETOWN
 DD1485  USGS QUAD   -  BROOKGREEN (1973)
 DD1485
 DD1485                         *CURRENT SURVEY CONTROL
 DD1485  ___________________________________________________________________
 DD1485* NAD 83(1986)-  33 34 03.     (N)    079 02 08.     (W)     SCALED    
 DD1485* NAVD 88     -         7.817  (meters)      25.65   (feet)  ADJUSTED  
 DD1485  ___________________________________________________________________
 DD1485  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1485  DYNAMIC HT  -           7.809 (meters)      25.62  (feet)  COMP
 DD1485  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 DD1485
 DD1485  VERT ORDER  -  FIRST     CLASS II
 DD1485
 DD1485.The horizontal coordinates were scaled from a topographic map and have
 DD1485.an estimated accuracy of +/- 6 seconds.
 DD1485
 DD1485.The orthometric height was determined by differential leveling
 DD1485.and adjusted by the National Geodetic Survey in June 1991..
 DD1485
 DD1485.The geoid height was determined by GEOID03.
 DD1485
 DD1485.The dynamic height is computed by dividing the NAVD 88
 DD1485.geopotential number by the normal gravity value computed on the
 DD1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1485.degrees latitude (g = 980.6199 gals.).
 DD1485
 DD1485.The modeled gravity was interpolated from observed gravity values.
 DD1485
 DD1485;                    North         East    Units  Estimated Accuracy
 DD1485;SPC SC       -   194,050.      791,950.      MT  (+/- 180 meters Scaled)
 DD1485
 DD1485                          SUPERSEDED SURVEY CONTROL
 DD1485
 DD1485  NGVD 29 (03/21/89)    8.137  (m)           26.70   (f) ADJUSTED    1 2
 DD1485
 DD1485.Superseded values are not recommended for survey control.
 DD1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1485.See file dsdata.txt to determine how the superseded data were derived.
 DD1485
 DD1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT823159(NAD 83)
 DD1485_MARKER: DD = SURVEY DISK
 DD1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1485_SP_SET: CONCRETE POST
 DD1485_STAMPING: VERT 22 136 1986
 DD1485_MARK LOGO: SCGS  
 DD1485_PROJECTION: FLUSH
 DD1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1485+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD1485
 DD1485  HISTORY     - Date     Condition        Report By
 DD1485  HISTORY     - 1986     MONUMENTED       SCGS
 DD1485  HISTORY     - 19940618 GOOD             USPSQD
 DD1485  HISTORY     - 20021122 GOOD             USPSQD
 DD1485  HISTORY     - 20040903 GOOD             USPSQD
 DD1485  HISTORY     - 20051112 GOOD             USPSQD
 DD1485  HISTORY     - 20051128 GOOD             USPSQD
 DD1485
 DD1485                          STATION DESCRIPTION
 DD1485
 DD1485'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1485'IN MURRELLS INLET.
 DD1485'SET NEAR THE NORTHWEST CORNER OF A BRICK BUILDING (PANTRY FOOD STORES)
 DD1485'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 707 AND
 DD1485'U.S. HIGHWAY 17 IN MURRELLS INLET, 2.61 METERS (8.56 FT) WEST OF THE
 DD1485'NORTHWEST CORNER OF THE BUILDING, 61.65 METERS (202.26 FT) WEST
 DD1485'SOUTHWEST OF THE CENTER OF THE STATE HIGHWAY, 16.35 METERS (53.64 FT)
 DD1485'EAST NORTHEAST OF A SEVEN FOOT CHAIN LINK FENCE SURROUNDING SPRINGS
 DD1485'MARINE AND OUTDOOR CENTER, 11.6 METERS (38.06 FT) EAST SOUTHEAST OF A
 DD1485'14 INCH PINE TREE.
 DD1485'THE MARK IS 2.55 METERS  WSW FROM A WITNESS POST.
 DD1485'THE MARK IS ABOVE LEVEL WITH CONRETE PARKING LOT.
 DD1485
 DD1485                          STATION RECOVERY (1994)
 DD1485
 DD1485'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1485'RECOVERED IN GOOD CONDITION.
 DD1485
 DD1485                          STATION RECOVERY (2002)
 DD1485
 DD1485'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1485'NO CHAIN LINK FENCE. MARINE OUTDOOR CENTER AND BLDG GONE.
 DD1485
 DD1485                          STATION RECOVERY (2004)
 DD1485
 DD1485'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1485'RECOVERED IN GOOD CONDITION.
 DD1485
 DD1485                          STATION RECOVERY (2005)
 DD1485
 DD1485'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1485'RECOVERED IN GOOD CONDITION.
 DD1485
 DD1485                          STATION RECOVERY (2005)
 DD1485
 DD1485'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1486 ***********************************************************************
 DD1486  DESIGNATION -  22 137
 DD1486  PID         -  DD1486
 DD1486  STATE/COUNTY-  SC/GEORGETOWN
 DD1486  USGS QUAD   -  BROOKGREEN (1973)
 DD1486
 DD1486                         *CURRENT SURVEY CONTROL
 DD1486  ___________________________________________________________________
 DD1486* NAD 83(1986)-  33 34 09.     (N)    079 01 34.     (W)     SCALED    
 DD1486* NAVD 88     -         4.709  (meters)      15.45   (feet)  ADJUSTED  
 DD1486  ___________________________________________________________________
 DD1486  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1486  DYNAMIC HT  -           4.704 (meters)      15.43  (feet)  COMP
 DD1486  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DD1486
 DD1486  VERT ORDER  -  FIRST     CLASS II
 DD1486
 DD1486.The horizontal coordinates were scaled from a topographic map and have
 DD1486.an estimated accuracy of +/- 6 seconds.
 DD1486
 DD1486.The orthometric height was determined by differential leveling
 DD1486.and adjusted by the National Geodetic Survey in June 1991..
 DD1486
 DD1486.The geoid height was determined by GEOID03.
 DD1486
 DD1486.The dynamic height is computed by dividing the NAVD 88
 DD1486.geopotential number by the normal gravity value computed on the
 DD1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1486.degrees latitude (g = 980.6199 gals.).
 DD1486
 DD1486.The modeled gravity was interpolated from observed gravity values.
 DD1486
 DD1486;                    North         East    Units  Estimated Accuracy
 DD1486;SPC SC       -   194,250.      792,820.      MT  (+/- 180 meters Scaled)
 DD1486
 DD1486                          SUPERSEDED SURVEY CONTROL
 DD1486
 DD1486  NGVD 29 (05/09/91)    5.030  (m)           16.50   (f) ADJUSTED    1 2
 DD1486
 DD1486.Superseded values are not recommended for survey control.
 DD1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1486.See file dsdata.txt to determine how the superseded data were derived.
 DD1486
 DD1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT832161(NAD 83)
 DD1486_MARKER: DD = SURVEY DISK
 DD1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1486_SP_SET: CONCRETE POST
 DD1486_STAMPING: VERT 22 137 1986
 DD1486_MARK LOGO: SCGS  
 DD1486_PROJECTION: PROJECTING 3 CENTIMETERS
 DD1486_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1486+STABILITY: SURFACE MOTION
 DD1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1486+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 DD1486
 DD1486  HISTORY     - Date     Condition        Report By
 DD1486  HISTORY     - 1986     MONUMENTED       SCGS
 DD1486  HISTORY     - 19900430 GOOD             NGS
 DD1486  HISTORY     - 19940618 GOOD             USPSQD
 DD1486  HISTORY     - 19960415 GOOD             SCGS
 DD1486
 DD1486                          STATION DESCRIPTION
 DD1486
 DD1486'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1486'IN MURRELLS INLET.
 DD1486'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 DD1486'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1486'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 0.3 KM (0.2 MI) NORTHERLY
 DD1486'ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR THE ENTRANCE DOOR IN FRONT OF
 DD1486'MURRELLS INLET-GARDEN CITY FIRE DEPARTMENT STATION 1, 11.7 METERS
 DD1486'(38.39 FT) EAST SOUTHEAST OF A FIRE HYDRANT, 3.15 METERS (10.34 FT)
 DD1486'NORTH NORTHWEST OF THE SOUTHWEST CORNER OF THE STATION HOUSE,
 DD1486'22.1 METERS (72.51 FT) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 DD1486'16.3 METERS (53.48 FT) EAST NORTHEAST OF A POWER POLE A26, 10.9 METERS
 DD1486'(35.76 FT) SOUTH SOUTHWEST OF THE NORTHWEST CORNER OF THE STATIONS
 DD1486'GARAGE.
 DD1486
 DD1486                          STATION RECOVERY (1990)
 DD1486
 DD1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1486'0.3 KM (0.19 MI) NORTHERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1486'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 707 IN MURRELLS INLET,
 DD1486'23.0 M (75.46 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 16.4
 DD1486'M (53.81 FT) EAST-NORTHEAST OF UTILITY POLE NUMBER 70369, 15.6 M
 DD1486'(51.18 FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE MURRELLS
 DD1486'INLET-GARDEN CITY FIRE DEPARTMENT STATION 1, 11.6 M (38.06 FT) EAST
 DD1486'OF A FIRE HYDRANT, 8.3 M (27.23 FT) NORTH OF UTILITY POLE NUMBER
 DD1486'70367, 3.2 M (10.50 FT) NORTH OF THE SOUTHWEST CORNER OF THE STATION,
 DD1486'AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 DD1486
 DD1486                          STATION RECOVERY (1994)
 DD1486
 DD1486'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1486'RECOVERED IN GOOD CONDITION.
 DD1486
 DD1486                          STATION RECOVERY (1996)
 DD1486
 DD1486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1486'STATION IS LOCATED 20.4 MILES (32.8 KM) NORTHEAST OF GEORGETOWN, 1.5
 DD1486'MILES (2.4 KM) NORTH NORTHEAST OF MURRELLS INLET. OWNERSHIP--MURRELLS
 DD1486'INLET FIRE DEPARTMENT.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD1486'HIGHWAY 17 BUSINESS AND STATE HIGHWAY 707 (SUNNYSIDE AVENUE), 1.6
 DD1486'MILES (2.6 KM) NORTHEAST OF MURRELLS INLET, GO NORTH ON HIGHWAY 17
 DD1486'BUSINESS FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR THE
 DD1486'FRONT OF THE MURRELLS INLET FIRE DEPARTMENT. STATION IS A CONCRETE
 DD1486'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 75.5 FEET (23.0
 DD1486'M) EAST OF THE CENTER OF THE HIGHWAY, 53.8 FEET (16.4 M) EAST
 DD1486'NORTHEAST OF THE POWER POLE NUMBER 70369, 51.2 FEET (15.6 M) SOUTH
 DD1486'SOUTHWEST OF THE NORTHWEST CORNER OF THE BRICK FIRE DEPARTMENT
 DD1486'BUILDING, 10.5 FEET (3.2 M) NORTH OF THE SOUTHWEST CORNER OF THE BRICK
 DD1486'FIRE DEPARTMENT, 38.0 FEET (11.6 M) EAST OF A FIRE HYDRANT, 27.2 FEET
 DD1486'(8.3 M) NORTH OF A POWER POLE NUMBER 70367.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1501 ***********************************************************************
 DD1501  DESIGNATION -  22 138
 DD1501  PID         -  DD1501
 DD1501  STATE/COUNTY-  SC/GEORGETOWN
 DD1501  USGS QUAD   -  BROOKGREEN (1973)
 DD1501
 DD1501                         *CURRENT SURVEY CONTROL
 DD1501  ___________________________________________________________________
 DD1501* NAD 83(1986)-  33 34 03.     (N)    079 00 25.     (W)     SCALED    
 DD1501* NAVD 88     -         2.877  (meters)       9.44   (feet)  ADJUSTED  
 DD1501  ___________________________________________________________________
 DD1501  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1501  DYNAMIC HT  -           2.874 (meters)       9.43  (feet)  COMP
 DD1501  MODELED GRAV-     979,585.5   (mgal)                       NAVD 88
 DD1501
 DD1501  VERT ORDER  -  FIRST     CLASS II
 DD1501
 DD1501.The horizontal coordinates were scaled from a topographic map and have
 DD1501.an estimated accuracy of +/- 6 seconds.
 DD1501
 DD1501.The orthometric height was determined by differential leveling
 DD1501.and adjusted by the National Geodetic Survey in June 1991..
 DD1501
 DD1501.The geoid height was determined by GEOID03.
 DD1501
 DD1501.The dynamic height is computed by dividing the NAVD 88
 DD1501.geopotential number by the normal gravity value computed on the
 DD1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1501.degrees latitude (g = 980.6199 gals.).
 DD1501
 DD1501.The modeled gravity was interpolated from observed gravity values.
 DD1501
 DD1501;                    North         East    Units  Estimated Accuracy
 DD1501;SPC SC       -   194,100.      794,610.      MT  (+/- 180 meters Scaled)
 DD1501
 DD1501                          SUPERSEDED SURVEY CONTROL
 DD1501
 DD1501  NGVD 29 (05/09/91)    3.205  (m)           10.52   (f) ADJUSTED    1 2
 DD1501
 DD1501.Superseded values are not recommended for survey control.
 DD1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1501.See file dsdata.txt to determine how the superseded data were derived.
 DD1501
 DD1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT849159(NAD 83)
 DD1501_MARKER: DD = SURVEY DISK
 DD1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1501_SP_SET: CONCRETE POST
 DD1501_STAMPING: VERT 22 138 1986
 DD1501_MARK LOGO: SCGS  
 DD1501_PROJECTION: FLUSH
 DD1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1501+STABILITY: SURFACE MOTION
 DD1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1501+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1501
 DD1501  HISTORY     - Date     Condition        Report By
 DD1501  HISTORY     - 1986     MONUMENTED       SCGS
 DD1501  HISTORY     - 19900430 GOOD             NGS
 DD1501  HISTORY     - 19900918 GOOD             NGS
 DD1501
 DD1501                          STATION DESCRIPTION
 DD1501
 DD1501'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1501'IN GARDEN CITY BEACH.
 DD1501'THE MARK IS 0.10 M BELOW WACCAMAW DRIVE SOUTH.
 DD1501'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1501'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1501'ALONG U.S HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 DD1501'STATE ROAD 51 (ATLANTIC AVENUE), THENCE 1.3 KM (0.8 MI) SOUTHWEST
 DD1501'ALONG WACCAMAW DRIVE SOUTH, SET NEAR A POWER POLE AT THE HUNTER TAYLOR
 DD1501'RESIDENCE (PARISH PLACE), 3.4 METERS (11.16 FT) EAST SOUTHEAST OF THE
 DD1501'POWER POLE NUMBER 57355, 10.5 METERS (34.45 FT) SOUTHEAST OF THE
 DD1501'CENTER OF WACCAMAW DRIVE SOUTH, 13.9 METERS (45.6 FT) NORTHWEST OF THE
 DD1501'WEST PYLON OF THE HOUSE, 34.45 METERS (113.03 FT) SOUTHWEST OF A POWER
 DD1501'POLE NUMBER 57353, 17.2 METERS (56.43 FT) NORTH NORTHEAST OF THE WEST
 DD1501'PYLON OF A TILE SIDED HOUSE (SUBECA 150 WACCAMAW DRIVE SOUTH).
 DD1501'THE MARK IS 3.40 METERS  ESE FROM A WITNESS POST.
 DD1501
 DD1501                          STATION RECOVERY (1990)
 DD1501
 DD1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1501'4.5 KM (2.80 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1501'HIGHWAY) FROM THE POST OFFICE IN SURFSIDE BEACH, THENCE 1.6 KM (0.99
 DD1501'MI) SOUTHEASTERLY ALONG ATLANTIC AVENUE, THENCE 1.2 KM (0.75 MI)
 DD1501'SOUTHWESTERLY ALONG WACCAMAW DRIVE, 12.0 M (39.37 FT) NORTHWEST OF
 DD1501'THE WEST CORNER OF A HOUSE, 10.5 M (34.45 FT) SOUTH-SOUTHEAST OF AND
 DD1501'LEVEL WITH THE CENTER OF THE DRIVE, 10.2 M (33.46 FT) NORTH OF THE
 DD1501'SOUTH CORNER OF A HOUSE, 3.6 M (11.81 FT) EAST-NORTHEAST OF UTILITY
 DD1501'POLE NUMBER 57355, 3.6 M (11.81 FT) EAST-NORTHEAST OF A WITNESS POST,
 DD1501'AND IN A CONCRETE MONUMENT THAT IS 0.1 M (0.33 FT) BELOW THE GROUND
 DD1501'SURFACE.
 DD1501
 DD1501                          STATION RECOVERY (1990)
 DD1501
 DD1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1502 ***********************************************************************
 DD1502  DESIGNATION -  22 139
 DD1502  PID         -  DD1502
 DD1502  STATE/COUNTY-  SC/GEORGETOWN
 DD1502  USGS QUAD   -  BROOKGREEN (1973)
 DD1502
 DD1502                         *CURRENT SURVEY CONTROL
 DD1502  ___________________________________________________________________
 DD1502* NAD 83(1986)-  33 33 43.     (N)    079 00 43.     (W)     SCALED    
 DD1502* NAVD 88     -         2.421  (meters)       7.94   (feet)  ADJUSTED  
 DD1502  ___________________________________________________________________
 DD1502  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD1502  DYNAMIC HT  -           2.419 (meters)       7.94  (feet)  COMP
 DD1502  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 DD1502
 DD1502  VERT ORDER  -  FIRST     CLASS II
 DD1502
 DD1502.The horizontal coordinates were scaled from a topographic map and have
 DD1502.an estimated accuracy of +/- 6 seconds.
 DD1502
 DD1502.The orthometric height was determined by differential leveling
 DD1502.and adjusted by the National Geodetic Survey in June 1991..
 DD1502
 DD1502.The geoid height was determined by GEOID03.
 DD1502
 DD1502.The dynamic height is computed by dividing the NAVD 88
 DD1502.geopotential number by the normal gravity value computed on the
 DD1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1502.degrees latitude (g = 980.6199 gals.).
 DD1502
 DD1502.The modeled gravity was interpolated from observed gravity values.
 DD1502
 DD1502;                    North         East    Units  Estimated Accuracy
 DD1502;SPC SC       -   193,470.      794,150.      MT  (+/- 180 meters Scaled)
 DD1502
 DD1502                          SUPERSEDED SURVEY CONTROL
 DD1502
 DD1502  NGVD 29 (05/09/91)    2.751  (m)            9.03   (f) ADJUSTED    1 2
 DD1502
 DD1502.Superseded values are not recommended for survey control.
 DD1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1502.See file dsdata.txt to determine how the superseded data were derived.
 DD1502
 DD1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT845153(NAD 83)
 DD1502_MARKER: DD = SURVEY DISK
 DD1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1502_SP_SET: CONCRETE POST
 DD1502_STAMPING: VERT 22 139 1986
 DD1502_MARK LOGO: SCGS  
 DD1502_PROJECTION: FLUSH
 DD1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1502+STABILITY: SURFACE MOTION
 DD1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1502+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1502
 DD1502  HISTORY     - Date     Condition        Report By
 DD1502  HISTORY     - 1986     MONUMENTED       SCGS
 DD1502  HISTORY     - 19900430 GOOD             NGS
 DD1502  HISTORY     - 19900918 GOOD             NGS
 DD1502
 DD1502                          STATION DESCRIPTION
 DD1502
 DD1502'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1502'IN GARDEN CITY BEACH.
 DD1502'THE MARK IS ABOVE LEVEL WITH WACCAMAW DRIVE SOUTH.
 DD1502'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1502'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1502'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 DD1502'STATE ROAD 51 (ATLANTIC AVENUE), THENCE 2.1 KM (1.3 MI) SOUTHWEST
 DD1502'ALONG WACCAMAW DRIVE SOUTH, SET NEAR A SPREAD CEDAR TREE IN THE SOUTH
 DD1502'CORNER OF THE FRONT YARD OF A TWO STORY ROCK AND WOOD HOUSE (ME TOO,
 DD1502'RESIDENCE OF LACY HUCKS), 3.33 METERS (10.93 FT) NORTH NORTHWEST OF A
 DD1502'POWER POLE 57587/B50B, 16.75 METERS (54.95 FT) EAST SOUTHEAST OF THE
 DD1502'EAST CORNER OF A HOUSE ON CINDER BLOCK PYLONS (SUNSET LOUNGE),
 DD1502'5.8 METERS (19.03 FT) SOUTH SOUTHEAST OF THE CEDAR TREE, 10.2 METERS
 DD1502'(33.47 FT) NORTHWEST OF THE CENTER OF WACCAMAW DRIVE SOUTH,
 DD1502'14.17 METERS (46.49 FT) SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE,
 DD1502'23.05 METERS (75.62 FT) SOUTHWEST OF A 12 INCH PALMETTO TREE.
 DD1502
 DD1502                          STATION RECOVERY (1990)
 DD1502
 DD1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1502'4.5 KM (2.80 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1502'HIGHWAY) FROM THE POST OFFICE IN SURFSIDE BEACH, THENCE 1.6 KM (0.99
 DD1502'MI) SOUTHEASTERLY ALONG ATLANTIC AVENUE, THENCE 0.2 KM (0.12 MI)
 DD1502'SOUTHWESTERLY ALONG WACCAMAW DRIVE, 14.3 M (46.92 FT) SOUTHEAST OF
 DD1502'THE SOUTH CORNER OF A HOUSE AT 229 WACCAMAW DRIVE, 10.4 M (34.12 FT)
 DD1502'NORTHWEST OF THE CENTERLINE OF THE DRIVE, 4.7 M (15.42 FT) SOUTHWEST
 DD1502'OF THE SOUTHWEST EDGE OF A DRIVEWAY, 3.2 M (10.50 FT) NORTH-NORTHWEST
 DD1502'OF UTILITY POLE NUMBER 57587, 0.3 M (0.98 FT) BELOW THE LEVEL OF THE
 DD1502'DRIVE, 0.2 M (0.66 FT) EAST-SOUTHEAST OF A WITNESS POST, AND IN A
 DD1502'CONCRETE MONUMENT THAT IS 0.2 M (0.66 FT) BELOW THE GROUND SURFACE.
 DD1502
 DD1502                          STATION RECOVERY (1990)
 DD1502
 DD1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1503 ***********************************************************************
 DD1503  DESIGNATION -  22 140
 DD1503  PID         -  DD1503
 DD1503  STATE/COUNTY-  SC/GEORGETOWN
 DD1503  USGS QUAD   -  BROOKGREEN (1973)
 DD1503
 DD1503                         *CURRENT SURVEY CONTROL
 DD1503  ___________________________________________________________________
 DD1503* NAD 83(1986)-  33 33 19.     (N)    079 01 01.     (W)     SCALED    
 DD1503* NAVD 88     -         1.835  (meters)       6.02   (feet)  ADJUSTED  
 DD1503  ___________________________________________________________________
 DD1503  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD1503  DYNAMIC HT  -           1.833 (meters)       6.01  (feet)  COMP
 DD1503  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DD1503
 DD1503  VERT ORDER  -  FIRST     CLASS II
 DD1503
 DD1503.The horizontal coordinates were scaled from a topographic map and have
 DD1503.an estimated accuracy of +/- 6 seconds.
 DD1503
 DD1503.The orthometric height was determined by differential leveling
 DD1503.and adjusted by the National Geodetic Survey in June 1991..
 DD1503
 DD1503.The geoid height was determined by GEOID03.
 DD1503
 DD1503.The dynamic height is computed by dividing the NAVD 88
 DD1503.geopotential number by the normal gravity value computed on the
 DD1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1503.degrees latitude (g = 980.6199 gals.).
 DD1503
 DD1503.The modeled gravity was interpolated from observed gravity values.
 DD1503
 DD1503;                    North         East    Units  Estimated Accuracy
 DD1503;SPC SC       -   192,720.      793,700.      MT  (+/- 180 meters Scaled)
 DD1503
 DD1503                          SUPERSEDED SURVEY CONTROL
 DD1503
 DD1503  NGVD 29 (05/09/91)    2.165  (m)            7.10   (f) ADJUSTED    1 2
 DD1503
 DD1503.Superseded values are not recommended for survey control.
 DD1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1503.See file dsdata.txt to determine how the superseded data were derived.
 DD1503
 DD1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT840146(NAD 83)
 DD1503_MARKER: DD = SURVEY DISK
 DD1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1503_SP_SET: CONCRETE POST
 DD1503_STAMPING: 22 140 1986
 DD1503_MARK LOGO: SCGS  
 DD1503_PROJECTION: RECESSED 7 CENTIMETERS
 DD1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1503+STABILITY: SURFACE MOTION
 DD1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1503+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1503
 DD1503  HISTORY     - Date     Condition        Report By
 DD1503  HISTORY     - 1986     MONUMENTED       SCGS
 DD1503  HISTORY     - 19900430 GOOD             NGS
 DD1503  HISTORY     - 19900918 GOOD             NGS
 DD1503
 DD1503                          STATION DESCRIPTION
 DD1503
 DD1503'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1503'IN GARDEN CITY BEACH.
 DD1503'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1503'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1503'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 DD1503'STATE ROAD 51 (ATLANTIC AVENUE), THENCE 2.9 KM (1.8 MI) SOUTHWEST
 DD1503'ALONG WACCAMAW DRIVE SOUTH, SET NEAR A LIGHT POLE BETWEEN TWO HOUSES
 DD1503'(LIBS FOLLY AND FLOWERS), 0.75 METER (2.46 FT) SOUTH SOUTHWEST OF THE
 DD1503'LIGHT POLE NUMBER 57503, 5.85 METERS (19.19 FT) EAST NORTHEAST OF THE
 DD1503'EAST CORNER OF LIBS FOLLY, 4.96 METERS (16.27 FT) SOUTHWEST OF THE
 DD1503'SOUTH CORNER OF FLOWERS, 27.9 METERS (91.53 FT) NORTHWEST OF THE
 DD1503'CENTER OF WACCAMAW DRIVE SOUTH, 19.15 METERS (62.83 FT) EAST SOUTHEAST
 DD1503'OF A 12 INCH PALMETTO TREE.
 DD1503'THE MARK IS 0.75 METERS  SSW FROM A WITNESS POST.
 DD1503
 DD1503                          STATION RECOVERY (1990)
 DD1503
 DD1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1503'4.5 KM (2.80 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1503'HIGHWAY) FROM THE POST OFFICE IN SURFSIDE BEACH, THENCE 1.6 KM (0.99
 DD1503'MI) SOUTHEASTERLY ALONG ATLANTIC AVENUE, THENCE 2.8 KM (1.74 MI)
 DD1503'SOUTHWESTERLY ALONG WACCAMAW DRIVE, 27.9 M (91.54 FT) NORTHWEST OF
 DD1503'AND LEVEL WITH THE DRIVE CENTERLINE, 5.9 M (19.36 FT) NORTHEAST OF
 DD1503'THE EAST CORNER OF HOUSE NUMBER 299, 5.1 M (16.73 FT) SOUTHWEST OF
 DD1503'THE SOUTH CORNER OF HOUSE NUMBER 297, 0.7 M (2.30 FT) SOUTH-SOUTHWEST
 DD1503'OF UTILITY POLE NUMBER 57503 WITH A SECURITY LIGHT, 0.6 M (1.97 FT)
 DD1503'SOUTH-SOUTHWEST OF A WITNESS POST AND WOODEN FENCE, AND IN A CONCRETE
 DD1503'MONUMENT THAT IS 0.1 M (0.33 FT) BELOW THE GROUND SURFACE.  NOTE--THE
 DD1503'CENTER OF THE DISK HAS BEEN NICKED AND THE 1 IS MISSING FROM THE
 DD1503'ORIGINAL STAMPING.
 DD1503
 DD1503                          STATION RECOVERY (1990)
 DD1503
 DD1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2160 ***********************************************************************
 DD2160  DESIGNATION -  22 141
 DD2160  PID         -  DD2160
 DD2160  STATE/COUNTY-  SC/GEORGETOWN
 DD2160  USGS QUAD   -  RHEMS (1973)
 DD2160
 DD2160                         *CURRENT SURVEY CONTROL
 DD2160  ___________________________________________________________________
 DD2160* NAD 83(1986)-  33 33 10.     (N)    079 27 49.     (W)     SCALED    
 DD2160* NAVD 88     -        10.186  (meters)      33.42   (feet)  ADJUSTED  
 DD2160  ___________________________________________________________________
 DD2160  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DD2160  DYNAMIC HT  -          10.175 (meters)      33.38  (feet)  COMP
 DD2160  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 DD2160
 DD2160  VERT ORDER  -  FIRST     CLASS II
 DD2160
 DD2160.The horizontal coordinates were scaled from a topographic map and have
 DD2160.an estimated accuracy of +/- 6 seconds.
 DD2160
 DD2160.The orthometric height was determined by differential leveling
 DD2160.and adjusted by the National Geodetic Survey in June 1991..
 DD2160
 DD2160.The geoid height was determined by GEOID03.
 DD2160
 DD2160.The dynamic height is computed by dividing the NAVD 88
 DD2160.geopotential number by the normal gravity value computed on the
 DD2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2160.degrees latitude (g = 980.6199 gals.).
 DD2160
 DD2160.The modeled gravity was interpolated from observed gravity values.
 DD2160
 DD2160;                    North         East    Units  Estimated Accuracy
 DD2160;SPC SC       -   191,740.      752,240.      MT  (+/- 180 meters Scaled)
 DD2160
 DD2160                          SUPERSEDED SURVEY CONTROL
 DD2160
 DD2160  NGVD 29 (03/21/89)   10.490  (m)           34.42   (f) ADJUSTED    1 2
 DD2160
 DD2160.Superseded values are not recommended for survey control.
 DD2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2160.See file dsdata.txt to determine how the superseded data were derived.
 DD2160
 DD2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT426136(NAD 83)
 DD2160_MARKER: DD = SURVEY DISK
 DD2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2160_SP_SET: CONCRETE POST
 DD2160_STAMPING: VERT 22 141 1987
 DD2160_MARK LOGO: SCGS  
 DD2160_PROJECTION: PROJECTING 9 CENTIMETERS
 DD2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2160+STABILITY: SURFACE MOTION
 DD2160
 DD2160  HISTORY     - Date     Condition        Report By
 DD2160  HISTORY     - 1987     MONUMENTED       SCGS
 DD2160  HISTORY     - 19940615 GOOD             USPSQD
 DD2160
 DD2160                          STATION DESCRIPTION
 DD2160
 DD2160'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2160'14.5 KM (9.0 MI) NE FROM ANDREWS.
 DD2160'5.4 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2160'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2160'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 10.0 KM (6.2 MI)
 DD2160'NORTHEASTERLY ALONG HIGHWAY 41, SET NEAR A POWER POLE RE/-P/233,
 DD2160'13.12 METERS (43.0 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 5.08
 DD2160'METERS (16.7 FT) SOUTHWEST OF THE POWER POLE, 35.8 METERS (117.5 FT)
 DD2160'EAST-NORTHEAST OF THE CENTER OF A SAND ROAD LEADING SOUTH-SOUTHEAST,
 DD2160'33.0 METERS (108.3 FT) EAST OF THE CENTER OF A SAND ROAD LEADING
 DD2160'NORTH, 45.4 METERS (149.0 FT) NORTHEAST OF A METAL SIGN POST (WILLIE
 DD2160'TOWNE SUBDIVISION).
 DD2160'THE MARK IS 0.38 METERS  NE FROM  A WITNESS POST
 DD2160'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DD2160
 DD2160                          STATION RECOVERY (1994)
 DD2160
 DD2160'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2266 ***********************************************************************
 DD2266  DESIGNATION -  22 142
 DD2266  PID         -  DD2266
 DD2266  STATE/COUNTY-  SC/GEORGETOWN
 DD2266  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2266
 DD2266                         *CURRENT SURVEY CONTROL
 DD2266  ___________________________________________________________________
 DD2266* NAD 83(1986)-  33 29 37.     (N)    079 16 53.     (W)     SCALED    
 DD2266* NAVD 88     -         5.390  (meters)      17.68   (feet)  ADJUSTED  
 DD2266  ___________________________________________________________________
 DD2266  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 DD2266  DYNAMIC HT  -           5.384 (meters)      17.66  (feet)  COMP
 DD2266  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DD2266
 DD2266  VERT ORDER  -  FIRST     CLASS II
 DD2266
 DD2266.The horizontal coordinates were scaled from a topographic map and have
 DD2266.an estimated accuracy of +/- 6 seconds.
 DD2266
 DD2266.The orthometric height was determined by differential leveling
 DD2266.and adjusted by the National Geodetic Survey in June 1991..
 DD2266
 DD2266.The geoid height was determined by GEOID03.
 DD2266
 DD2266.The dynamic height is computed by dividing the NAVD 88
 DD2266.geopotential number by the normal gravity value computed on the
 DD2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2266.degrees latitude (g = 980.6199 gals.).
 DD2266
 DD2266.The modeled gravity was interpolated from observed gravity values.
 DD2266
 DD2266;                    North         East    Units  Estimated Accuracy
 DD2266;SPC SC       -   185,450.      769,270.      MT  (+/- 180 meters Scaled)
 DD2266
 DD2266                          SUPERSEDED SURVEY CONTROL
 DD2266
 DD2266  NGVD 29 (03/21/89)    5.696  (m)           18.69   (f) ADJUSTED    1 2
 DD2266
 DD2266.Superseded values are not recommended for survey control.
 DD2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2266.See file dsdata.txt to determine how the superseded data were derived.
 DD2266
 DD2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT596073(NAD 83)
 DD2266_MARKER: DD = SURVEY DISK
 DD2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2266_SP_SET: CONCRETE POST
 DD2266_STAMPING: VERT 22 142 1987
 DD2266_MARK LOGO: SCGS  
 DD2266_PROJECTION: FLUSH
 DD2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2266+STABILITY: SURFACE MOTION
 DD2266
 DD2266  HISTORY     - Date     Condition        Report By
 DD2266  HISTORY     - 1987     MONUMENTED       SCGS
 DD2266  HISTORY     - 19940616 GOOD             USPSQD
 DD2266
 DD2266                          STATION DESCRIPTION
 DD2266
 DD2266'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2266'13.1 KM (8.15 MI) NORTH FROM GEORGETOWN.
 DD2266'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2266'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2266'(CHURCH STREET) IN GEORGETOWN, THENCE 1.6 KM (1.0 MI) NORTHWEST ALONG
 DD2266'STATE ROAD 4, SET IN THE NORTH ANGLE OF A CONCRETE DRIVE LEADING TO A
 DD2266'BRICK HOUSE, 17.2 METERS (56.4 FT) NORTHEAST OF THE CENTER OF THE
 DD2266'ROAD, 5.4 METERS (17.7 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 DD2266'DRIVEWAY, 73.3 METERS (240.5 FT) SOUTHWEST OF THE SOUTH CORNER OF THE
 DD2266'HOUSE, 12.25 METERS (40.2 FT) NORTHWEST OF A POWER POLE WITH A GUY
 DD2266'WIRE, 56.4 METERS (185.0 FT) NORTHWEST OF THE CENTER OF A SAND ROAD
 DD2266'LEADING NORTHEAST.
 DD2266'THE MARK IS 0.1 M ABOVE THE DRIVEWAY.
 DD2266
 DD2266                          STATION RECOVERY (1994)
 DD2266
 DD2266'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2164 ***********************************************************************
 DD2164  DESIGNATION -  22 143
 DD2164  PID         -  DD2164
 DD2164  STATE/COUNTY-  SC/GEORGETOWN
 DD2164  USGS QUAD   -  WARSAW (1990)
 DD2164
 DD2164                         *CURRENT SURVEY CONTROL
 DD2164  ___________________________________________________________________
 DD2164* NAD 83(1986)-  33 30 33.     (N)    079 30 33.     (W)     SCALED    
 DD2164* NAVD 88     -        12.126  (meters)      39.78   (feet)  ADJUSTED  
 DD2164  ___________________________________________________________________
 DD2164  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DD2164  DYNAMIC HT  -          12.113 (meters)      39.74  (feet)  COMP
 DD2164  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 DD2164
 DD2164  VERT ORDER  -  FIRST     CLASS II
 DD2164
 DD2164.The horizontal coordinates were scaled from a topographic map and have
 DD2164.an estimated accuracy of +/- 6 seconds.
 DD2164
 DD2164.The orthometric height was determined by differential leveling
 DD2164.and adjusted by the National Geodetic Survey in June 1991..
 DD2164
 DD2164.The geoid height was determined by GEOID03.
 DD2164
 DD2164.The dynamic height is computed by dividing the NAVD 88
 DD2164.geopotential number by the normal gravity value computed on the
 DD2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2164.degrees latitude (g = 980.6199 gals.).
 DD2164
 DD2164.The modeled gravity was interpolated from observed gravity values.
 DD2164
 DD2164;                    North         East    Units  Estimated Accuracy
 DD2164;SPC SC       -   186,840.      748,090.      MT  (+/- 180 meters Scaled)
 DD2164
 DD2164                          SUPERSEDED SURVEY CONTROL
 DD2164
 DD2164  NGVD 29 (03/21/89)   12.429  (m)           40.78   (f) ADJUSTED    1 2
 DD2164
 DD2164.Superseded values are not recommended for survey control.
 DD2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2164.See file dsdata.txt to determine how the superseded data were derived.
 DD2164
 DD2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT384087(NAD 83)
 DD2164_MARKER: DD = SURVEY DISK
 DD2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2164_SP_SET: CONCRETE POST
 DD2164_STAMPING: VERT 22 143 1987
 DD2164_MARK LOGO: SCGS  
 DD2164_PROJECTION: RECESSED 2 CENTIMETERS
 DD2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2164+STABILITY: SURFACE MOTION
 DD2164
 DD2164  HISTORY     - Date     Condition        Report By
 DD2164  HISTORY     - 1987     MONUMENTED       SCGS
 DD2164  HISTORY     - 19940613 GOOD             USPSQD
 DD2164
 DD2164                          STATION DESCRIPTION
 DD2164
 DD2164'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2164'8.0 KM (5.0 MI) NE FROM ANDREWS.
 DD2164'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2164'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2164'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 3.4 KM (2.1 MI) NORTHEAST
 DD2164'ALONG HIGHWAY 41, THENCE 0.15 KM (0.1 MI) SOUTH-SOUTHEAST ALONG A
 DD2164'GRAVEL DRIVEWAY, SET IN LINE WITH THE FRONT FACE OF AN IMITATION
 DD2164'WOOD-SIDED HOUSE WITH A CONCRETE BLOCK FOUNDATION, 0.35 KM (0.2 MI)
 DD2164'NORTHEAST OF THE JUNCTION OF STATE ROAD 123, 12.5 METERS (41.0 FT)
 DD2164'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FOUNDATION, 7.24 METERS
 DD2164'(23.8 FT) NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER,
 DD2164'SECURITY LIGHT AND A GUY WIRE, 14.35 METERS (47.1 FT) NORTHEAST OF A
 DD2164'POWER POLE WITH A METER BOX ATTACHED AT THE SOUTHEAST CORNER OF THE
 DD2164'HOUSE, 7.3 METERS (24.0 FT) NORTHWEST OF THE NORTHEAST CORNER OF A
 DD2164'PUMP SHED ENCLOSED WITH METAL ROOFING SHEETS.
 DD2164'THE MARK IS 7.11 METERS  NNW FROM  A WITNESS POST
 DD2164
 DD2164                          STATION RECOVERY (1994)
 DD2164
 DD2164'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2167 ***********************************************************************
 DD2167  DESIGNATION -  22 144
 DD2167  PID         -  DD2167
 DD2167  STATE/COUNTY-  SC/GEORGETOWN
 DD2167  USGS QUAD   -  OLIN (1973)
 DD2167
 DD2167                         *CURRENT SURVEY CONTROL
 DD2167  ___________________________________________________________________
 DD2167* NAD 83(1986)-  33 29 16.     (N)    079 29 35.     (W)     SCALED    
 DD2167* NAVD 88     -         9.281  (meters)      30.45   (feet)  ADJUSTED  
 DD2167  ___________________________________________________________________
 DD2167  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DD2167  DYNAMIC HT  -           9.271 (meters)      30.42  (feet)  COMP
 DD2167  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 DD2167
 DD2167  VERT ORDER  -  FIRST     CLASS II
 DD2167
 DD2167.The horizontal coordinates were scaled from a topographic map and have
 DD2167.an estimated accuracy of +/- 6 seconds.
 DD2167
 DD2167.The orthometric height was determined by differential leveling
 DD2167.and adjusted by the National Geodetic Survey in June 1991..
 DD2167
 DD2167.The geoid height was determined by GEOID03.
 DD2167
 DD2167.The dynamic height is computed by dividing the NAVD 88
 DD2167.geopotential number by the normal gravity value computed on the
 DD2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2167.degrees latitude (g = 980.6199 gals.).
 DD2167
 DD2167.The modeled gravity was interpolated from observed gravity values.
 DD2167
 DD2167;                    North         East    Units  Estimated Accuracy
 DD2167;SPC SC       -   184,490.      749,620.      MT  (+/- 180 meters Scaled)
 DD2167
 DD2167                          SUPERSEDED SURVEY CONTROL
 DD2167
 DD2167  NGVD 29 (03/21/89)    9.584  (m)           31.44   (f) ADJUSTED    1 2
 DD2167
 DD2167.Superseded values are not recommended for survey control.
 DD2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2167.See file dsdata.txt to determine how the superseded data were derived.
 DD2167
 DD2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT399063(NAD 83)
 DD2167_MARKER: DD = SURVEY DISK
 DD2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2167_SP_SET: CONCRETE POST
 DD2167_STAMPING: VERT 22 144 1987
 DD2167_MARK LOGO: SCGS  
 DD2167_PROJECTION: RECESSED 4 CENTIMETERS
 DD2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2167+STABILITY: SURFACE MOTION
 DD2167
 DD2167  HISTORY     - Date     Condition        Report By
 DD2167  HISTORY     - 1987     MONUMENTED       SCGS
 DD2167  HISTORY     - 19940613 GOOD             USPSQD
 DD2167
 DD2167                          STATION DESCRIPTION
 DD2167
 DD2167'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2167'7.5 KM (4.65 MI) ENE FROM ANDREWS.
 DD2167'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2167'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2167'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 1.85 KM (1.15 MI)
 DD2167'NORTHEAST ALONG HIGHWAY 41, THENCE 3.55 KM (2.2 MI) SOUTHEASTERLY
 DD2167'ALONG STATE ROAD 38, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A SAND
 DD2167'DRIVEWAY, SET NEAR THE NORTHWEST CORNER OF AND IN LINE WITH THE NORTH
 DD2167'SIDE OF AN ALUMINUM-SIDED HOUSE AND THE WEST SIDE OF A TALL STORAGE
 DD2167'BUILDING, 77.15 METERS (253.1 FT) SOUTH OF THE CENTER OF THE ROAD,
 DD2167'1.31 METERS (4.3 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DD2167'HOUSES CONCRETE BLOCK FOUNDATION, 30.18 METERS (99.0 FT)
 DD2167'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 2.7 METERS
 DD2167'(8.9 FT) SOUTHEAST OF A TRIPLE-TRUNKED TALL, NARROW JUNIPER TREE,
 DD2167'24.45 METERS (80.2 FT) WEST-SOUTHWEST OF A DOUBLE-TRUNKED MAGNOLIA
 DD2167'TREE.
 DD2167'THE MARK IS 1.0 M BELOW THE ROAD.
 DD2167
 DD2167                          STATION RECOVERY (1994)
 DD2167
 DD2167'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2166 ***********************************************************************
 DD2166  DESIGNATION -  22 145
 DD2166  PID         -  DD2166
 DD2166  STATE/COUNTY-  SC/GEORGETOWN
 DD2166  USGS QUAD   -  ANDREWS (1973)
 DD2166
 DD2166                         *CURRENT SURVEY CONTROL
 DD2166  ___________________________________________________________________
 DD2166* NAD 83(1986)-  33 29 42.     (N)    079 30 29.     (W)     SCALED    
 DD2166* NAVD 88     -        11.256  (meters)      36.93   (feet)  ADJUSTED  
 DD2166  ___________________________________________________________________
 DD2166  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DD2166  DYNAMIC HT  -          11.244 (meters)      36.89  (feet)  COMP
 DD2166  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DD2166
 DD2166  VERT ORDER  -  FIRST     CLASS II
 DD2166
 DD2166.The horizontal coordinates were scaled from a topographic map and have
 DD2166.an estimated accuracy of +/- 6 seconds.
 DD2166
 DD2166.The orthometric height was determined by differential leveling
 DD2166.and adjusted by the National Geodetic Survey in June 1991..
 DD2166
 DD2166.The geoid height was determined by GEOID03.
 DD2166
 DD2166.The dynamic height is computed by dividing the NAVD 88
 DD2166.geopotential number by the normal gravity value computed on the
 DD2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2166.degrees latitude (g = 980.6199 gals.).
 DD2166
 DD2166.The modeled gravity was interpolated from observed gravity values.
 DD2166
 DD2166;                    North         East    Units  Estimated Accuracy
 DD2166;SPC SC       -   185,270.      748,210.      MT  (+/- 180 meters Scaled)
 DD2166
 DD2166                          SUPERSEDED SURVEY CONTROL
 DD2166
 DD2166  NGVD 29 (03/21/89)   11.559  (m)           37.92   (f) ADJUSTED    1 2
 DD2166
 DD2166.Superseded values are not recommended for survey control.
 DD2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2166.See file dsdata.txt to determine how the superseded data were derived.
 DD2166
 DD2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT385071(NAD 83)
 DD2166_MARKER: DD = SURVEY DISK
 DD2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2166_SP_SET: CONCRETE POST
 DD2166_STAMPING: VERT 22 145 1987
 DD2166_MARK LOGO: SCGS  
 DD2166_PROJECTION: FLUSH
 DD2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2166+STABILITY: SURFACE MOTION
 DD2166
 DD2166  HISTORY     - Date     Condition        Report By
 DD2166  HISTORY     - 1987     MONUMENTED       SCGS
 DD2166  HISTORY     - 19940613 GOOD             USPSQD
 DD2166
 DD2166                          STATION DESCRIPTION
 DD2166
 DD2166'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2166'6.9 KM (4.3 MI) NE FROM ANDREWS.
 DD2166'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2166'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2166'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 1.85 KM (1.15 MI)
 DD2166'NORTHEAST ALONG HIGHWAY 41, THENCE 1.85 KM (1.15 MI) SOUTHEASTERLY
 DD2166'ALONG STATE ROAD 38, SET NEAR THE SOUTH CORNER OF THE KINGDOM HALL OF
 DD2166'JEHOVAHS WITNESSES BUILDING, 31.9 METERS (104.7 FT) NORTHEAST OF THE
 DD2166'CENTER OF THE ROAD, 0.6 METER (2.0 FT) WEST-SOUTHWEST OF THE CORNER
 DD2166'OF THE BUILDING, 18.45 METERS (60.5 FT) EAST OF THE EAST CORNER OF A
 DD2166'PUMP SHED, 33.73 METERS (110.7 FT) EAST-SOUTHEAST OF A POWER POLE
 DD2166'WITH A GUY WIRE.
 DD2166'THE MARK IS 0.2 M BELOW THE ROAD.
 DD2166
 DD2166                          STATION RECOVERY (1994)
 DD2166
 DD2166'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2165 ***********************************************************************
 DD2165  DESIGNATION -  22 146
 DD2165  PID         -  DD2165
 DD2165  STATE/COUNTY-  SC/GEORGETOWN
 DD2165  USGS QUAD   -  WARSAW (1990)
 DD2165
 DD2165                         *CURRENT SURVEY CONTROL
 DD2165  ___________________________________________________________________
 DD2165* NAD 83(1986)-  33 30 10.     (N)    079 31 25.     (W)     SCALED    
 DD2165* NAVD 88     -        11.521  (meters)      37.80   (feet)  ADJUSTED  
 DD2165  ___________________________________________________________________
 DD2165  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DD2165  DYNAMIC HT  -          11.509 (meters)      37.76  (feet)  COMP
 DD2165  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 DD2165
 DD2165  VERT ORDER  -  FIRST     CLASS II
 DD2165
 DD2165.The horizontal coordinates were scaled from a topographic map and have
 DD2165.an estimated accuracy of +/- 6 seconds.
 DD2165
 DD2165.The orthometric height was determined by differential leveling
 DD2165.and adjusted by the National Geodetic Survey in June 1991..
 DD2165
 DD2165.The geoid height was determined by GEOID03.
 DD2165
 DD2165.The dynamic height is computed by dividing the NAVD 88
 DD2165.geopotential number by the normal gravity value computed on the
 DD2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2165.degrees latitude (g = 980.6199 gals.).
 DD2165
 DD2165.The modeled gravity was interpolated from observed gravity values.
 DD2165
 DD2165;                    North         East    Units  Estimated Accuracy
 DD2165;SPC SC       -   186,120.      746,750.      MT  (+/- 180 meters Scaled)
 DD2165
 DD2165                          SUPERSEDED SURVEY CONTROL
 DD2165
 DD2165  NGVD 29 (03/21/89)   11.824  (m)           38.79   (f) ADJUSTED    1 2
 DD2165
 DD2165.Superseded values are not recommended for survey control.
 DD2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2165.See file dsdata.txt to determine how the superseded data were derived.
 DD2165
 DD2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT371080(NAD 83)
 DD2165_MARKER: DD = SURVEY DISK
 DD2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2165_SP_SET: CONCRETE POST
 DD2165_STAMPING: VERT 22 146 1987
 DD2165_MARK LOGO: SCGS  
 DD2165_PROJECTION: RECESSED 3 CENTIMETERS
 DD2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2165+STABILITY: SURFACE MOTION
 DD2165
 DD2165  HISTORY     - Date     Condition        Report By
 DD2165  HISTORY     - 1987     MONUMENTED       SCGS
 DD2165  HISTORY     - 19940613 GOOD             USPSQD
 DD2165  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2165
 DD2165                          STATION DESCRIPTION
 DD2165
 DD2165'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2165'6.7 KM (4.15 MI) NNE FROM ANDREWS.
 DD2165'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2165'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2165'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 1.85 KM (1.15 MI)
 DD2165'NORTHEAST ALONG HIGHWAY 41, THENCE 0.1 KM (0.05 MI) EAST-SOUTHEAST
 DD2165'ALONG STATE ROAD 38, SET NEAR THE SOUTH END OF A BRICK STRUCTURE WITH
 DD2165'A SIGN (HAPPY HOME FREE WILL BAPTIST CHURCH) IN FRONT OF A BRICK
 DD2165'BUILDING NEXT TO THE CHURCH, 13.95 METERS (45.8 FT) SOUTH-SOUTHWEST
 DD2165'OF THE CENTER OF THE ROAD, 0.38 METERS (1.2 FT) SOUTH-SOUTHWEST OF
 DD2165'THE END OF THE BRICK STRUCTURE, 14.3 METERS (46.9 FT) EAST-NORTHEAST
 DD2165'OF THE NORTHEAST CORNER OF THE CHURCH, 12.49 METERS (41.0 FT)
 DD2165'NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, 31.45 METERS
 DD2165'(103.2 FT) NORTH OF A POWER POLE 2599Y WITH TWO TRANSFORMERS, A GUY
 DD2165'WIRE AND A METER BOX.
 DD2165'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2165
 DD2165                          STATION RECOVERY (1994)
 DD2165
 DD2165'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2165'RECOVERED IN GOOD CONDITION.
 DD2165
 DD2165                          STATION RECOVERY (2006)
 DD2165
 DD2165'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2165'SEARCHED 20 MINUTES, MEASUREMENTS LED TO ASPHALT PARKING LOT, PRESUMED
 DD2165'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2181 ***********************************************************************
 DD2181  DESIGNATION -  22 147
 DD2181  PID         -  DD2181
 DD2181  STATE/COUNTY-  SC/GEORGETOWN
 DD2181  USGS QUAD   -  ANDREWS (1973)
 DD2181
 DD2181                         *CURRENT SURVEY CONTROL
 DD2181  ___________________________________________________________________
 DD2181* NAD 83(1986)-  33 28 55.     (N)    079 33 02.     (W)     SCALED    
 DD2181* NAVD 88     -         2.918  (meters)       9.57   (feet)  ADJUSTED  
 DD2181  ___________________________________________________________________
 DD2181  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DD2181  DYNAMIC HT  -           2.915 (meters)       9.56  (feet)  COMP
 DD2181  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 DD2181
 DD2181  VERT ORDER  -  FIRST     CLASS II
 DD2181
 DD2181.The horizontal coordinates were scaled from a topographic map and have
 DD2181.an estimated accuracy of +/- 6 seconds.
 DD2181
 DD2181.The orthometric height was determined by differential leveling
 DD2181.and adjusted by the National Geodetic Survey in June 1991..
 DD2181
 DD2181.The geoid height was determined by GEOID03.
 DD2181
 DD2181.The dynamic height is computed by dividing the NAVD 88
 DD2181.geopotential number by the normal gravity value computed on the
 DD2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2181.degrees latitude (g = 980.6199 gals.).
 DD2181
 DD2181.The modeled gravity was interpolated from observed gravity values.
 DD2181
 DD2181;                    North         East    Units  Estimated Accuracy
 DD2181;SPC SC       -   183,770.      744,280.      MT  (+/- 180 meters Scaled)
 DD2181
 DD2181                          SUPERSEDED SURVEY CONTROL
 DD2181
 DD2181  NGVD 29 (03/21/89)    3.220  (m)           10.56   (f) ADJUSTED    1 2
 DD2181
 DD2181.Superseded values are not recommended for survey control.
 DD2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2181.See file dsdata.txt to determine how the superseded data were derived.
 DD2181
 DD2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT346056(NAD 83)
 DD2181_MARKER: DD = SURVEY DISK
 DD2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2181_SP_SET: CONCRETE POST
 DD2181_STAMPING: VERT 22 147 1987
 DD2181_MARK LOGO: SCGS  
 DD2181_PROJECTION: RECESSED 3 CENTIMETERS
 DD2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2181+STABILITY: SURFACE MOTION
 DD2181
 DD2181  HISTORY     - Date     Condition        Report By
 DD2181  HISTORY     - 1987     MONUMENTED       SCGS
 DD2181
 DD2181                          STATION DESCRIPTION
 DD2181
 DD2181'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2181'3.5 KM (2.2 MI) NNE FROM ANDREWS.
 DD2181'3.85 KM (2.4 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2181'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS,
 DD2181'THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG STATE ROAD 303, SET NEAR THE
 DD2181'NORTH CORNER OF A WOODEN BUILDING WITH A CONCRETE BLOCK FOUNDATION
 DD2181'(CHARLES INGRAM LUMBER COMPANY OFFICE), 6.25 METERS (20.5 FT)
 DD2181'NORTHEAST OF THE EXTENDED CENTER OF ROAD 303, 0.58 METER (1.9 FT)
 DD2181'NORTH-NORTHEAST OF THE CORNER OF THE BUILDING FOUNDATION, 24.9 METERS
 DD2181'(81.7 FT) SOUTHEAST OF THE EXTENDED CENTER OF A ROAD LEADING
 DD2181'NORTHEAST, 12.05 METERS (39.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 DD2181'A CONCRETE DRIVEWAY CIRCLING BEHIND THE OFFICE, 13.98 METERS (45.9
 DD2181'FT) NORTHEAST OF THE NORTH CORNER OF THE TRUCK SCALE PLATFORM.
 DD2181'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2063 ***********************************************************************
 DD2063  DESIGNATION -  22 148
 DD2063  PID         -  DD2063
 DD2063  STATE/COUNTY-  SC/GEORGETOWN
 DD2063  USGS QUAD   -  ANDREWS (1973)
 DD2063
 DD2063                         *CURRENT SURVEY CONTROL
 DD2063  ___________________________________________________________________
 DD2063* NAD 83(1986)-  33 26 56.     (N)    079 32 35.     (W)     SCALED    
 DD2063* NAVD 88     -         8.210  (meters)      26.94   (feet)  ADJUSTED  
 DD2063  ___________________________________________________________________
 DD2063  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DD2063  DYNAMIC HT  -           8.202 (meters)      26.91  (feet)  COMP
 DD2063  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 DD2063
 DD2063  VERT ORDER  -  FIRST     CLASS II
 DD2063
 DD2063.The horizontal coordinates were scaled from a topographic map and have
 DD2063.an estimated accuracy of +/- 6 seconds.
 DD2063
 DD2063.The orthometric height was determined by differential leveling
 DD2063.and adjusted by the National Geodetic Survey in June 1991..
 DD2063
 DD2063.The geoid height was determined by GEOID03.
 DD2063
 DD2063.The dynamic height is computed by dividing the NAVD 88
 DD2063.geopotential number by the normal gravity value computed on the
 DD2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2063.degrees latitude (g = 980.6199 gals.).
 DD2063
 DD2063.The modeled gravity was interpolated from observed gravity values.
 DD2063
 DD2063;                    North         East    Units  Estimated Accuracy
 DD2063;SPC SC       -   180,110.      745,030.      MT  (+/- 180 meters Scaled)
 DD2063
 DD2063                          SUPERSEDED SURVEY CONTROL
 DD2063
 DD2063  NGVD 29 (03/21/89)    8.512  (m)           27.93   (f) ADJUSTED    1 2
 DD2063
 DD2063.Superseded values are not recommended for survey control.
 DD2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2063.See file dsdata.txt to determine how the superseded data were derived.
 DD2063
 DD2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT354020(NAD 83)
 DD2063_MARKER: DD = SURVEY DISK
 DD2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2063_SP_SET: CONCRETE POST
 DD2063_STAMPING: VERT 22 148 1987
 DD2063_MARK LOGO: SCGS  
 DD2063_PROJECTION: FLUSH
 DD2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2063+STABILITY: SURFACE MOTION
 DD2063
 DD2063  HISTORY     - Date     Condition        Report By
 DD2063  HISTORY     - 1987     MONUMENTED       SCGS
 DD2063  HISTORY     - 19940611 GOOD             USPSQD
 DD2063  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 DD2063  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2063
 DD2063                          STATION DESCRIPTION
 DD2063
 DD2063'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2063'1.7 KM (1.05 MI) EAST FROM ANDREWS.
 DD2063'0.65 KM (0.4 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2063'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO A
 DD2063'FORK (HIGHWAY 521 GOES SOUTHEAST), CONTINUE 0.4 KM (0.25 MI)
 DD2063'EAST-SOUTHEAST ALONG STATE ROAD 20 (MAIN STREET) TO A 5-WAY JUNCTION,
 DD2063'CONTINUE 0.7 KM (0.45 MI) EASTERLY ALONG ROAD 20, SET NEAR THE
 DD2063'NORTHWEST CORNER OF THE MAIN PART OF A CONCRETE BLOCK CHURCH (CALVARY
 DD2063'MISSIONARY BAPTIST), 28.55 METERS (93.7 FT) SOUTH-SOUTHWEST OF THE
 DD2063'CENTER OF THE ROAD, 40.6 METERS (133.2 FT) WEST-SOUTHWEST OF THE
 DD2063'CENTER OF A PAVED ROAD LEADING SOUTH-SOUTHEAST, 0.7 METER (2.3 FT)
 DD2063'NORTHEAST OF THE CHURCH CORNER, 14.3 METERS (46.9 FT) EAST OF A
 DD2063'SECURITY LIGHT POLE, 47.1 METERS (154.5 FT) EAST-SOUTHEAST OF THE
 DD2063'NORTHEAST CORNER OF A BRICK HOUSE.
 DD2063'THE MARK IS 0.2 M BELOW ROAD 20.
 DD2063
 DD2063                          STATION RECOVERY (1994)
 DD2063
 DD2063'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2063'RECOVERED IN GOOD CONDITION.
 DD2063
 DD2063                          STATION RECOVERY (2004)
 DD2063
 DD2063'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2063'NW CORNER OF CHURCH NOW HAS A SIDEWALK.  SEARCHED WITH MICRONTA 4001.
 DD2063
 DD2063                          STATION RECOVERY (2006)
 DD2063
 DD2063'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2063'SEARCHED 20 MINUTES, MEASUREMENTS LED TO A SIDEWALK, PRESUMED
 DD2063'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2222 ***********************************************************************
 DD2222  DESIGNATION -  22 148 X
 DD2222  PID         -  DD2222
 DD2222  STATE/COUNTY-  SC/GEORGETOWN
 DD2222  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2222
 DD2222                         *CURRENT SURVEY CONTROL
 DD2222  ___________________________________________________________________
 DD2222* NAD 83(1986)-  33 28 23.     (N)    079 15 18.     (W)     SCALED    
 DD2222* NAVD 88     -         5.305  (meters)      17.40   (feet)  ADJUSTED  
 DD2222  ___________________________________________________________________
 DD2222  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD2222  DYNAMIC HT  -           5.300 (meters)      17.39  (feet)  COMP
 DD2222  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 DD2222
 DD2222  VERT ORDER  -  FIRST     CLASS II
 DD2222
 DD2222.The horizontal coordinates were scaled from a topographic map and have
 DD2222.an estimated accuracy of +/- 6 seconds.
 DD2222
 DD2222.The orthometric height was determined by differential leveling
 DD2222.and adjusted by the National Geodetic Survey in June 1991..
 DD2222
 DD2222.The geoid height was determined by GEOID03.
 DD2222
 DD2222.The dynamic height is computed by dividing the NAVD 88
 DD2222.geopotential number by the normal gravity value computed on the
 DD2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2222.degrees latitude (g = 980.6199 gals.).
 DD2222
 DD2222.The modeled gravity was interpolated from observed gravity values.
 DD2222
 DD2222;                    North         East    Units  Estimated Accuracy
 DD2222;SPC SC       -   183,210.      771,760.      MT  (+/- 180 meters Scaled)
 DD2222
 DD2222                          SUPERSEDED SURVEY CONTROL
 DD2222
 DD2222  NGVD 29 (03/21/89)    5.611  (m)           18.41   (f) ADJUSTED    1 2
 DD2222
 DD2222.Superseded values are not recommended for survey control.
 DD2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2222.See file dsdata.txt to determine how the superseded data were derived.
 DD2222
 DD2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT621050(NAD 83)
 DD2222_MARKER: DD = SURVEY DISK
 DD2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2222_SP_SET: CONCRETE POST
 DD2222_STAMPING: VERT 22 148 X 1987
 DD2222_MARK LOGO: SCGS  
 DD2222_PROJECTION: FLUSH
 DD2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2222+STABILITY: SURFACE MOTION
 DD2222
 DD2222  HISTORY     - Date     Condition        Report By
 DD2222  HISTORY     - 1987     MONUMENTED       SCGS
 DD2222  HISTORY     - 1989     GOOD             USPSQD
 DD2222  HISTORY     - 19940616 GOOD             USPSQD
 DD2222
 DD2222                          STATION DESCRIPTION
 DD2222
 DD2222'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2222'11.3 KM (7.0 MI) NNE FROM GEORGETOWN.
 DD2222'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2222'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2222'(CHURCH STREET) IN GEORGETOWN, THENCE 1.6 KM (1.0 MI) SOUTHEASTERLY
 DD2222'ALONG STATE ROAD 4, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG STATE ROAD
 DD2222'900, SET IN THE WEST CORNER OF A CEMETARY, 12.0 METERS (39.4 FT)
 DD2222'SOUTHEAST OF THE CENTER OF THE ROAD, 49.7 METERS (163.1 FT) SOUTHWEST
 DD2222'OF THE CENTER OF THE ENTRANCE ROAD TO THE CEMETARY, 10.9 METERS (35.8
 DD2222'FT) EAST OF THE SOUTH END OF A 12-INCH PIPE CULVERT BENEATH THE ROAD,
 DD2222'15.4 METERS (50.5 FT) NORTH-NORTHEAST OF A 34-INCH LIVE OAK TREE.
 DD2222'THE MARK IS 3.55 METERS  ENE FROM  A WITNESS POST
 DD2222'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2222
 DD2222                          STATION RECOVERY (1989)
 DD2222
 DD2222'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2222'RECOVERED IN GOOD CONDITION.
 DD2222
 DD2222                          STATION RECOVERY (1994)
 DD2222
 DD2222'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2064 ***********************************************************************
 DD2064  DESIGNATION -  22 149
 DD2064  PID         -  DD2064
 DD2064  STATE/COUNTY-  SC/GEORGETOWN
 DD2064  USGS QUAD   -  ANDREWS (1973)
 DD2064
 DD2064                         *CURRENT SURVEY CONTROL
 DD2064  ___________________________________________________________________
 DD2064* NAD 83(1986)-  33 26 46.     (N)    079 31 40.     (W)     SCALED    
 DD2064* NAVD 88     -         7.231  (meters)      23.72   (feet)  ADJUSTED  
 DD2064  ___________________________________________________________________
 DD2064  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DD2064  DYNAMIC HT  -           7.224 (meters)      23.70  (feet)  COMP
 DD2064  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DD2064
 DD2064  VERT ORDER  -  FIRST     CLASS II
 DD2064
 DD2064.The horizontal coordinates were scaled from a topographic map and have
 DD2064.an estimated accuracy of +/- 6 seconds.
 DD2064
 DD2064.The orthometric height was determined by differential leveling
 DD2064.and adjusted by the National Geodetic Survey in June 1991..
 DD2064
 DD2064.The geoid height was determined by GEOID03.
 DD2064
 DD2064.The dynamic height is computed by dividing the NAVD 88
 DD2064.geopotential number by the normal gravity value computed on the
 DD2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2064.degrees latitude (g = 980.6199 gals.).
 DD2064
 DD2064.The modeled gravity was interpolated from observed gravity values.
 DD2064
 DD2064;                    North         East    Units  Estimated Accuracy
 DD2064;SPC SC       -   179,830.      746,460.      MT  (+/- 180 meters Scaled)
 DD2064
 DD2064                          SUPERSEDED SURVEY CONTROL
 DD2064
 DD2064  NGVD 29 (03/21/89)    7.533  (m)           24.71   (f) ADJUSTED    1 2
 DD2064
 DD2064.Superseded values are not recommended for survey control.
 DD2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2064.See file dsdata.txt to determine how the superseded data were derived.
 DD2064
 DD2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT368017(NAD 83)
 DD2064_MARKER: DD = SURVEY DISK
 DD2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2064_SP_SET: CONCRETE POST
 DD2064_STAMPING: VERT 22 149 1987
 DD2064_MARK LOGO: SCGS  
 DD2064_PROJECTION: FLUSH
 DD2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2064+STABILITY: SURFACE MOTION
 DD2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2064+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2064
 DD2064  HISTORY     - Date     Condition        Report By
 DD2064  HISTORY     - 1987     MONUMENTED       SCGS
 DD2064  HISTORY     - 19940613 GOOD             USPSQD
 DD2064  HISTORY     - 20040605 GOOD             USPSQD
 DD2064
 DD2064                          STATION DESCRIPTION
 DD2064
 DD2064'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2064'3.1 KM (1.95 MI) EAST FROM ANDREWS.
 DD2064'0.65 KM (0.4 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2064'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO A
 DD2064'FORK (HIGHWAY 521 GOES SOUTHEAST), CONTINUE 0.4 KM (0.25 MI)
 DD2064'EAST-SOUTHEAST ALONG STATE ROAD 20 (MAIN STREET) TO A 5-WAY JUNCTION,
 DD2064'CONTINUE 2.15 KM (1.35 MI) EASTERLY ALONG ROAD 20, SET NEAR THE SOUTH
 DD2064'END OF A WOODEN SIGN (RAPPAHANNOCK WIRE COMPANY) IN A GRAVEL BED
 DD2064'SURROUNDED BY RAILROAD TIES IN THE SOUTHEAST ANGLE OF STATE ROAD 595,
 DD2064'18.5 METERS (60.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF ROAD 20, 15.85
 DD2064'METERS (52.0 FT) EAST-SOUTHEAST OF THE CENTER OF ROAD 595, 2.06
 DD2064'METERS (6.8 FT) SOUTH-SOUTHWEST OF THE END OF THE SIGN BASE, 25.46
 DD2064'METERS (83.5 FT) WEST-NORTHWEST OF A HIGH VOLTAGE POWER POLE NUMBER
 DD2064'11, 8.81 METERS (28.9 FT) NORTHEAST OF A BLAZED 12-INCH LIVE OAK
 DD2064'TREE.
 DD2064'THE MARK IS 0.97 METERS  SSW FROM  A WITNESS POST
 DD2064'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2064
 DD2064                          STATION RECOVERY (1994)
 DD2064
 DD2064'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2064'RECOVERED IN GOOD CONDITION.
 DD2064
 DD2064                          STATION RECOVERY (2004)
 DD2064
 DD2064'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2223 ***********************************************************************
 DD2223  DESIGNATION -  22 149 X
 DD2223  PID         -  DD2223
 DD2223  STATE/COUNTY-  SC/GEORGETOWN
 DD2223  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2223
 DD2223                         *CURRENT SURVEY CONTROL
 DD2223  ___________________________________________________________________
 DD2223* NAD 83(1986)-  33 27 34.     (N)    079 14 56.     (W)     SCALED    
 DD2223* NAVD 88     -         3.892  (meters)      12.77   (feet)  ADJUSTED  
 DD2223  ___________________________________________________________________
 DD2223  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD2223  DYNAMIC HT  -           3.888 (meters)      12.76  (feet)  COMP
 DD2223  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 DD2223
 DD2223  VERT ORDER  -  FIRST     CLASS II
 DD2223
 DD2223.The horizontal coordinates were scaled from a topographic map and have
 DD2223.an estimated accuracy of +/- 6 seconds.
 DD2223
 DD2223.The orthometric height was determined by differential leveling
 DD2223.and adjusted by the National Geodetic Survey in June 1991..
 DD2223
 DD2223.The geoid height was determined by GEOID03.
 DD2223
 DD2223.The dynamic height is computed by dividing the NAVD 88
 DD2223.geopotential number by the normal gravity value computed on the
 DD2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2223.degrees latitude (g = 980.6199 gals.).
 DD2223
 DD2223.The modeled gravity was interpolated from observed gravity values.
 DD2223
 DD2223;                    North         East    Units  Estimated Accuracy
 DD2223;SPC SC       -   181,710.      772,350.      MT  (+/- 180 meters Scaled)
 DD2223
 DD2223                          SUPERSEDED SURVEY CONTROL
 DD2223
 DD2223  NGVD 29 (03/21/89)    4.198  (m)           13.77   (f) ADJUSTED    1 2
 DD2223
 DD2223.Superseded values are not recommended for survey control.
 DD2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2223.See file dsdata.txt to determine how the superseded data were derived.
 DD2223
 DD2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT627035(NAD 83)
 DD2223_MARKER: DD = SURVEY DISK
 DD2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2223_SP_SET: CONCRETE POST
 DD2223_STAMPING: VERT 22 149 X 1987
 DD2223_MARK LOGO: SCGS  
 DD2223_PROJECTION: PROJECTING 11 CENTIMETERS
 DD2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2223+STABILITY: SURFACE MOTION
 DD2223
 DD2223  HISTORY     - Date     Condition        Report By
 DD2223  HISTORY     - 1987     MONUMENTED       SCGS
 DD2223  HISTORY     - 1989     GOOD             USPSQD
 DD2223  HISTORY     - 19940616 GOOD             USPSQD
 DD2223
 DD2223                          STATION DESCRIPTION
 DD2223
 DD2223'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2223'10.0 KM (6.2 MI) NNE FROM GEORGETOWN.
 DD2223'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2223'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2223'(CHURCH STREET) IN GEORGETOWN, THENCE 3.2 KM (2.0 MI) SOUTHEASTERLY
 DD2223'ALONG STATE ROAD 4, SET IN THE SOUTHWEST ANGLE OF A SAND CROSSROAD,
 DD2223'0.55 KM (0.35 MI) NORTHWESTERLY OF THE T-JUNCTION FORMED BY A PRIVATE
 DD2223'DRIVE AND STATE ROAD 52, 11.45 METERS (37.6 FT) WEST OF THE CENTER OF
 DD2223'THE ROAD, 7.3 METERS (24.0 FT) SOUTH OF THE CENTER OF THE SAND ROAD,
 DD2223'1.7 METERS (5.6 FT) EAST OF AN 8-INCH BLAZED SWEETGUM TREE, 7.05
 DD2223'METERS (23.1 FT) NORTHEAST OF THE SOUTH END OF A 12-INCH PIPE CULVERT
 DD2223'BENEATH THE SAND ROAD.
 DD2223'THE MARK IS 0.9 METERS  N FROM  A WITNESS POST
 DD2223'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2223
 DD2223                          STATION RECOVERY (1989)
 DD2223
 DD2223'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2223'RECOVERED IN GOOD CONDITION.
 DD2223
 DD2223                          STATION RECOVERY (1994)
 DD2223
 DD2223'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2065 ***********************************************************************
 DD2065  DESIGNATION -  22 150
 DD2065  PID         -  DD2065
 DD2065  STATE/COUNTY-  SC/GEORGETOWN
 DD2065  USGS QUAD   -  ANDREWS (1973)
 DD2065
 DD2065                         *CURRENT SURVEY CONTROL
 DD2065  ___________________________________________________________________
 DD2065* NAD 83(1986)-  33 26 37.     (N)    079 30 34.     (W)     SCALED    
 DD2065* NAVD 88     -         8.740  (meters)      28.67   (feet)  ADJUSTED  
 DD2065  ___________________________________________________________________
 DD2065  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DD2065  DYNAMIC HT  -           8.730 (meters)      28.64  (feet)  COMP
 DD2065  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 DD2065
 DD2065  VERT ORDER  -  FIRST     CLASS II
 DD2065
 DD2065.The horizontal coordinates were scaled from a topographic map and have
 DD2065.an estimated accuracy of +/- 6 seconds.
 DD2065
 DD2065.The orthometric height was determined by differential leveling
 DD2065.and adjusted by the National Geodetic Survey in June 1991..
 DD2065
 DD2065.The geoid height was determined by GEOID03.
 DD2065
 DD2065.The dynamic height is computed by dividing the NAVD 88
 DD2065.geopotential number by the normal gravity value computed on the
 DD2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2065.degrees latitude (g = 980.6199 gals.).
 DD2065
 DD2065.The modeled gravity was interpolated from observed gravity values.
 DD2065
 DD2065;                    North         East    Units  Estimated Accuracy
 DD2065;SPC SC       -   179,570.      748,160.      MT  (+/- 180 meters Scaled)
 DD2065
 DD2065                          SUPERSEDED SURVEY CONTROL
 DD2065
 DD2065  NGVD 29 (03/21/89)    9.042  (m)           29.67   (f) ADJUSTED    1 2
 DD2065
 DD2065.Superseded values are not recommended for survey control.
 DD2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2065.See file dsdata.txt to determine how the superseded data were derived.
 DD2065
 DD2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT385014(NAD 83)
 DD2065_MARKER: DD = SURVEY DISK
 DD2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2065_SP_SET: CONCRETE POST
 DD2065_STAMPING: VERT 22 150 1987
 DD2065_MARK LOGO: SCGS  
 DD2065_PROJECTION: FLUSH
 DD2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2065+STABILITY: SURFACE MOTION
 DD2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2065+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2065
 DD2065  HISTORY     - Date     Condition        Report By
 DD2065  HISTORY     - 1987     MONUMENTED       SCGS
 DD2065  HISTORY     - 19940613 GOOD             USPSQD
 DD2065  HISTORY     - 20040605 GOOD             USPSQD
 DD2065
 DD2065                          STATION DESCRIPTION
 DD2065
 DD2065'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2065'4.7 KM (2.95 MI) EAST FROM ANDREWS.
 DD2065'0.65 KM (0.4 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2065'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO A
 DD2065'FORK (HIGHWAY 521 GOES SOUTHEAST), CONTINUE 0.4 KM (0.25 MI)
 DD2065'EAST-SOUTHEAST ALONG STATE ROAD 20 (MAIN STREET) TO A 5-WAY JUNCTION,
 DD2065'CONTINUE 3.85 KM (2.4 MI) EASTERLY ALONG ROAD 20, SET IN LINE WITH
 DD2065'THE FRONT FACE OF THE TWO-STALL GARAGE ON A BRICK HOUSE AND IN LINE
 DD2065'WITH THE EAST END OF A WOODEN BUILDING, 26.92 METERS (88.3 FT)
 DD2065'NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 9.74 METERS (32.0 FT)
 DD2065'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE, 26.31 METERS
 DD2065'(86.3 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 DD2065'11.98 METERS (39.3 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH A GUY
 DD2065'WIRE, 3.45 METERS (11.3 FT) WEST-NORTHWEST OF THE CENTER OF A DIM
 DD2065'DRIVEWAY TO THE BUILDING.
 DD2065'THE MARK IS 0.3 M BELOW THE ROAD.
 DD2065
 DD2065                          STATION RECOVERY (1994)
 DD2065
 DD2065'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2065'RECOVERED IN GOOD CONDITION.
 DD2065
 DD2065                          STATION RECOVERY (2004)
 DD2065
 DD2065'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2224 ***********************************************************************
 DD2224  DESIGNATION -  22 150 X
 DD2224  PID         -  DD2224
 DD2224  STATE/COUNTY-  SC/GEORGETOWN
 DD2224  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2224
 DD2224                         *CURRENT SURVEY CONTROL
 DD2224  ___________________________________________________________________
 DD2224* NAD 83(1986)-  33 27 42.     (N)    079 14 02.     (W)     SCALED    
 DD2224* NAVD 88     -         4.535  (meters)      14.88   (feet)  ADJUSTED  
 DD2224  ___________________________________________________________________
 DD2224  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DD2224  DYNAMIC HT  -           4.530 (meters)      14.86  (feet)  COMP
 DD2224  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DD2224
 DD2224  VERT ORDER  -  FIRST     CLASS II
 DD2224
 DD2224.The horizontal coordinates were scaled from a topographic map and have
 DD2224.an estimated accuracy of +/- 6 seconds.
 DD2224
 DD2224.The orthometric height was determined by differential leveling
 DD2224.and adjusted by the National Geodetic Survey in June 1991..
 DD2224
 DD2224.The geoid height was determined by GEOID03.
 DD2224
 DD2224.The dynamic height is computed by dividing the NAVD 88
 DD2224.geopotential number by the normal gravity value computed on the
 DD2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2224.degrees latitude (g = 980.6199 gals.).
 DD2224
 DD2224.The modeled gravity was interpolated from observed gravity values.
 DD2224
 DD2224;                    North         East    Units  Estimated Accuracy
 DD2224;SPC SC       -   181,980.      773,740.      MT  (+/- 180 meters Scaled)
 DD2224
 DD2224                          SUPERSEDED SURVEY CONTROL
 DD2224
 DD2224  NGVD 29 (03/21/89)    4.841  (m)           15.88   (f) ADJUSTED    1 2
 DD2224
 DD2224.Superseded values are not recommended for survey control.
 DD2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2224.See file dsdata.txt to determine how the superseded data were derived.
 DD2224
 DD2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT641038(NAD 83)
 DD2224_MARKER: DD = SURVEY DISK
 DD2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2224_SP_SET: CONCRETE POST
 DD2224_STAMPING: VERT 22 150 X 1987
 DD2224_MARK LOGO: SCGS  
 DD2224_PROJECTION: PROJECTING 11 CENTIMETERS
 DD2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2224+STABILITY: SURFACE MOTION
 DD2224
 DD2224  HISTORY     - Date     Condition        Report By
 DD2224  HISTORY     - 1987     MONUMENTED       SCGS
 DD2224  HISTORY     - 1989     GOOD             USPSQD
 DD2224  HISTORY     - 19940615 GOOD             USPSQD
 DD2224
 DD2224                          STATION DESCRIPTION
 DD2224
 DD2224'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2224'10.8 KM (6.7 MI) NNE FROM GEORGETOWN.
 DD2224'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2224'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2224'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2224'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVE AND
 DD2224'STATE ROAD 52, THENCE 0.55 KM (0.9 MI) NORTHEAST ALONG ROAD 52, SET
 DD2224'IN THE EAST-NORTHEAST ANGLE OF A WOODS ROAD LEADING SOUTHEAST, 11.2
 DD2224'METERS (36.7 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 6.55
 DD2224'METERS (21.5 FT) NORTHEAST OF THE CENTER OF THE WOODS ROAD, 7.45
 DD2224'METERS (24.4 FT) EAST OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT
 DD2224'BENEATH THE WOODS ROAD.
 DD2224'THE MARK IS 0.5 METERS  NNW FROM  A WITNESS POST
 DD2224'THE MARK IS 0.2 M ABOVE ROAD 52.
 DD2224
 DD2224                          STATION RECOVERY (1989)
 DD2224
 DD2224'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2224'RECOVERED IN GOOD CONDITION.
 DD2224
 DD2224                          STATION RECOVERY (1994)
 DD2224
 DD2224'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2066 ***********************************************************************
 DD2066  DESIGNATION -  22 151
 DD2066  PID         -  DD2066
 DD2066  STATE/COUNTY-  SC/GEORGETOWN
 DD2066  USGS QUAD   -  OLIN (1973)
 DD2066
 DD2066                         *CURRENT SURVEY CONTROL
 DD2066  ___________________________________________________________________
 DD2066* NAD 83(1986)-  33 26 29.     (N)    079 29 26.     (W)     SCALED    
 DD2066* NAVD 88     -         7.724  (meters)      25.34   (feet)  ADJUSTED  
 DD2066  ___________________________________________________________________
 DD2066  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DD2066  DYNAMIC HT  -           7.715 (meters)      25.31  (feet)  COMP
 DD2066  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 DD2066
 DD2066  VERT ORDER  -  FIRST     CLASS II
 DD2066
 DD2066.The horizontal coordinates were scaled from a topographic map and have
 DD2066.an estimated accuracy of +/- 6 seconds.
 DD2066
 DD2066.The orthometric height was determined by differential leveling
 DD2066.and adjusted by the National Geodetic Survey in June 1991..
 DD2066
 DD2066.The geoid height was determined by GEOID03.
 DD2066
 DD2066.The dynamic height is computed by dividing the NAVD 88
 DD2066.geopotential number by the normal gravity value computed on the
 DD2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2066.degrees latitude (g = 980.6199 gals.).
 DD2066
 DD2066.The modeled gravity was interpolated from observed gravity values.
 DD2066
 DD2066;                    North         East    Units  Estimated Accuracy
 DD2066;SPC SC       -   179,350.      749,920.      MT  (+/- 180 meters Scaled)
 DD2066
 DD2066                          SUPERSEDED SURVEY CONTROL
 DD2066
 DD2066  NGVD 29 (03/21/89)    8.026  (m)           26.33   (f) ADJUSTED    1 2
 DD2066
 DD2066.Superseded values are not recommended for survey control.
 DD2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2066.See file dsdata.txt to determine how the superseded data were derived.
 DD2066
 DD2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT403012(NAD 83)
 DD2066_MARKER: DD = SURVEY DISK
 DD2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2066_SP_SET: CONCRETE POST
 DD2066_STAMPING: VERT 22 151 1987
 DD2066_MARK LOGO: SCGS  
 DD2066_PROJECTION: RECESSED 2 CENTIMETERS
 DD2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2066+STABILITY: SURFACE MOTION
 DD2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2066+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2066
 DD2066  HISTORY     - Date     Condition        Report By
 DD2066  HISTORY     - 1987     MONUMENTED       SCGS
 DD2066  HISTORY     - 1989     GOOD             USPSQD
 DD2066  HISTORY     - 19940613 GOOD             USPSQD
 DD2066  HISTORY     - 20040605 GOOD             USPSQD
 DD2066
 DD2066                          STATION DESCRIPTION
 DD2066
 DD2066'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2066'6.4 KM (4.0 MI) ESE FROM ANDREWS.
 DD2066'0.65 KM (0.4 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2066'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO A
 DD2066'FORK (HIGHWAY 521 GOES SOUTHEAST), CONTINUE 0.4 KM (0.25 MI)
 DD2066'EAST-SOUTHEAST ALONG STATE ROAD 20 (MAIN STREET) TO A 5-WAY JUNCTION,
 DD2066'CONTINUE 5.55 KM (3.45 MI) EASTERLY ALONG ROAD 20, SET IN LINE WITH
 DD2066'THE FRONT FACE OF A BRICK HOUSE AND THE EAST SIDE OF A METAL STORAGE
 DD2066'SHED, 30.57 METERS (100.3 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 DD2066'ROAD, 14.85 METERS (48.7 FT) WEST-NORTHWEST OF THE WEST CORNER OF THE
 DD2066'HOUSE (GARAGE), 31.43 METERS (103.1 FT) SOUTH-SOUTHWEST OF THE
 DD2066'SOUTHEAST CORNER OF THE SHED, 28.63 METERS (93.9 FT) NORTHEAST OF A
 DD2066'POWER POLE, 11.42 METERS (37.5 FT) NORTH OF THE NORTH FACE OF A ROUND
 DD2066'BRICK 2.5-FOOT HIGH WELL ENCLOSURE (WISHING WELL).
 DD2066'THE MARK IS 0.3 M ABOVE THE ROAD.
 DD2066
 DD2066                          STATION RECOVERY (1989)
 DD2066
 DD2066'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2066'RECOVERED IN GOOD CONDITION.
 DD2066
 DD2066                          STATION RECOVERY (1994)
 DD2066
 DD2066'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2066'RECOVERED IN GOOD CONDITION.
 DD2066
 DD2066                          STATION RECOVERY (2004)
 DD2066
 DD2066'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2225 ***********************************************************************
 DD2225  DESIGNATION -  22 151 X
 DD2225  PID         -  DD2225
 DD2225  STATE/COUNTY-  SC/GEORGETOWN
 DD2225  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2225
 DD2225                         *CURRENT SURVEY CONTROL
 DD2225  ___________________________________________________________________
 DD2225* NAD 83(1986)-  33 28 13.     (N)    079 13 07.     (W)     SCALED    
 DD2225* NAVD 88     -         3.596  (meters)      11.80   (feet)  ADJUSTED  
 DD2225  ___________________________________________________________________
 DD2225  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DD2225  DYNAMIC HT  -           3.592 (meters)      11.78  (feet)  COMP
 DD2225  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DD2225
 DD2225  VERT ORDER  -  FIRST     CLASS II
 DD2225
 DD2225.The horizontal coordinates were scaled from a topographic map and have
 DD2225.an estimated accuracy of +/- 6 seconds.
 DD2225
 DD2225.The orthometric height was determined by differential leveling
 DD2225.and adjusted by the National Geodetic Survey in June 1991..
 DD2225
 DD2225.The geoid height was determined by GEOID03.
 DD2225
 DD2225.The dynamic height is computed by dividing the NAVD 88
 DD2225.geopotential number by the normal gravity value computed on the
 DD2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2225.degrees latitude (g = 980.6199 gals.).
 DD2225
 DD2225.The modeled gravity was interpolated from observed gravity values.
 DD2225
 DD2225;                    North         East    Units  Estimated Accuracy
 DD2225;SPC SC       -   182,960.      775,150.      MT  (+/- 180 meters Scaled)
 DD2225
 DD2225                          SUPERSEDED SURVEY CONTROL
 DD2225
 DD2225  NGVD 29 (03/21/89)    3.902  (m)           12.80   (f) ADJUSTED    1 2
 DD2225
 DD2225.Superseded values are not recommended for survey control.
 DD2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2225.See file dsdata.txt to determine how the superseded data were derived.
 DD2225
 DD2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT655048(NAD 83)
 DD2225_MARKER: DD = SURVEY DISK
 DD2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2225_SP_SET: CONCRETE POST
 DD2225_STAMPING: VERT 22 151 X 1987
 DD2225_MARK LOGO: SCGS  
 DD2225_PROJECTION: RECESSED 1 CENTIMETERS
 DD2225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2225+STABILITY: SURFACE MOTION
 DD2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2225+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2225
 DD2225  HISTORY     - Date     Condition        Report By
 DD2225  HISTORY     - 1987     MONUMENTED       SCGS
 DD2225  HISTORY     - 1989     GOOD             USPSQD
 DD2225  HISTORY     - 19920717 GOOD             NGS
 DD2225  HISTORY     - 19940616 GOOD             USPSQD
 DD2225
 DD2225                          STATION DESCRIPTION
 DD2225
 DD2225'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2225'12.3 KM (7.65 MI) NNE FROM GEORGETOWN.
 DD2225'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE ROAD.
 DD2225'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2225'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2225'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2225'ALONG STATE ROAD 4 TO THE T-JUNCTION FORMED BY A PRIVATE DRIVE AND
 DD2225'STATE ROAD 52, THENCE 3.05 KM (1.9 MI) NORTHEAST ALONG ROAD 52, SET
 DD2225'BEHIND THE NORTHEAST ONE OF TWO BRICK ENTRANCEWAYS AT THE ENTRANCE TO
 DD2225'WEYMOUTH PLANTATION, 18.3 METERS (60.0 FT) SOUTH-SOUTHEAST OF THE
 DD2225'CENTER OF THE ROAD, 3.45 METERS (11.3 FT) NORTHEAST OF THE CENTER OF
 DD2225'THE ENTRANCE ROAD, 0.92 METER (3.0 FT) EAST OF THE EAST CORNER OF THE
 DD2225'TALLER OF TWO BRICK PILLARS OF THE ENTRANCEWAY, 1.93 METERS (6.3 FT)
 DD2225'WEST-SOUTHWEST OF THE SOUTH-SOUTHEAST END OF A 12-INCH PIPE CULVERT
 DD2225'BENEATH THE SHORTER OF THE TWO PILLARS OF THE ENTRANCEWAY.
 DD2225
 DD2225                          STATION RECOVERY (1989)
 DD2225
 DD2225'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2225'RECOVERED IN GOOD CONDITION.
 DD2225
 DD2225                          STATION RECOVERY (1992)
 DD2225
 DD2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2225'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION
 DD2225'OF U.S. HIGHWAY 17 IN GEORGETOWN, THENCE 3.8 KM (2.35 MI)
 DD2225'SOUTHEASTERLY ALONG STATE ROAD S 22 4 (CHOPPEE ROAD), THENCE 3.1 KM
 DD2225'(1.90 MI) NORTHEASTERLY ALONG STATE ROAD S 22 52 (PLANTERSVILLE ROAD)
 DD2225', 18.8 M (61.7 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 4.0 M
 DD2225'(13.1 FT) SOUTHWEST OF A WITNESS POST, 3.4 M (11.2 FT) NORTHEAST OF
 DD2225'THE CENTER OF WEYMOUTH DRIVE, 2.3 M (7.5 FT) SOUTHWEST OF THE
 DD2225'SOUTHEAST CORNER OF A WALL AT THE ENTRANCE TO WEYMOUTH PLANTATION,
 DD2225'2.5 M (8.2 FT) EAST OF THE SOUTHWEST CORNER OF THE WALL, 1.0 M (3.3
 DD2225'FT) NORTHEAST OF A NORTHEAST GATE POST, 0.9 M (3.0 FT) SOUTHEAST OF
 DD2225'THE WALL, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 DD2225'MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 DD2225
 DD2225                          STATION RECOVERY (1994)
 DD2225
 DD2225'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2067 ***********************************************************************
 DD2067  DESIGNATION -  22 152
 DD2067  PID         -  DD2067
 DD2067  STATE/COUNTY-  SC/GEORGETOWN
 DD2067  USGS QUAD   -  OLIN (1973)
 DD2067
 DD2067                         *CURRENT SURVEY CONTROL
 DD2067  ___________________________________________________________________
 DD2067* NAD 83(1986)-  33 25 57.     (N)    079 29 03.     (W)     SCALED    
 DD2067* NAVD 88     -        11.277  (meters)      37.00   (feet)  ADJUSTED  
 DD2067  ___________________________________________________________________
 DD2067  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DD2067  DYNAMIC HT  -          11.265 (meters)      36.96  (feet)  COMP
 DD2067  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DD2067
 DD2067  VERT ORDER  -  FIRST     CLASS II
 DD2067
 DD2067.The horizontal coordinates were scaled from a topographic map and have
 DD2067.an estimated accuracy of +/- 6 seconds.
 DD2067
 DD2067.The orthometric height was determined by differential leveling
 DD2067.and adjusted by the National Geodetic Survey in June 1991..
 DD2067
 DD2067.The geoid height was determined by GEOID03.
 DD2067
 DD2067.The dynamic height is computed by dividing the NAVD 88
 DD2067.geopotential number by the normal gravity value computed on the
 DD2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2067.degrees latitude (g = 980.6199 gals.).
 DD2067
 DD2067.The modeled gravity was interpolated from observed gravity values.
 DD2067
 DD2067;                    North         East    Units  Estimated Accuracy
 DD2067;SPC SC       -   178,380.      750,530.      MT  (+/- 180 meters Scaled)
 DD2067
 DD2067                          SUPERSEDED SURVEY CONTROL
 DD2067
 DD2067  NGVD 29 (03/21/89)   11.580  (m)           37.99   (f) ADJUSTED    1 2
 DD2067
 DD2067.Superseded values are not recommended for survey control.
 DD2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2067.See file dsdata.txt to determine how the superseded data were derived.
 DD2067
 DD2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT409002(NAD 83)
 DD2067_MARKER: DD = SURVEY DISK
 DD2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2067_SP_SET: CONCRETE POST
 DD2067_STAMPING: VERT 22 152 1987
 DD2067_MARK LOGO: SCGS  
 DD2067_PROJECTION: RECESSED 3 CENTIMETERS
 DD2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2067+STABILITY: SURFACE MOTION
 DD2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2067+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2067
 DD2067  HISTORY     - Date     Condition        Report By
 DD2067  HISTORY     - 1987     MONUMENTED       SCGS
 DD2067  HISTORY     - 1989     GOOD             USPSQD
 DD2067  HISTORY     - 20040605 GOOD             USPSQD
 DD2067
 DD2067                          STATION DESCRIPTION
 DD2067
 DD2067'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2067'7.2 KM (4.5 MI) ESE FROM ANDREWS.
 DD2067'0.65 KM (0.4 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2067'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO A
 DD2067'FORK (HIGHWAY 521 GOES SOUTHEAST), CONTINUE 0.4 KM (0.25 MI)
 DD2067'EAST-SOUTHEAST ALONG STATE ROAD 20 (MAIN STREET) TO A 5-WAY JUNCTION,
 DD2067'CONTINUE 5.7 KM (3.55 MI) EAST ALONG ROAD 20, THENCE 1.15 KM (0.7 MI)
 DD2067'SOUTHEASTERLY ALONG STATE ROAD 22, SET NEAR THE NORTHEAST CORNER OF
 DD2067'AND IN LINE WITH THE FRONT FACE OF A SMALL BRICK CHURCH (BETHEN
 DD2067'UNITED METHODIST), 24.55 METERS (80.5 FT) EAST-NORTHEAST OF THE
 DD2067'CENTER OF THE ROAD, 2.83 METERS (9.3 FT) NORTH-NORTHWEST OF THE
 DD2067'CHURCH CORNER, 12.36 METERS (40.6 FT) EAST-SOUTHEAST OF THE SOUTHEAST
 DD2067'CORNER OF A STUCCOED BUILDING, 19.25 METERS (63.2 FT) WEST-NORTHWEST
 DD2067'OF THE NORTHWEST CORNER OF A 16-INCH HIGH BRICK PLANT BED WITH THE
 DD2067'CHURCH SIGN, 18.62 METERS (61.1 FT) SOUTH OF A SECURITY LIGHT POLE.
 DD2067'THE MARK IS 0.3 M BELOW THE ROAD.
 DD2067
 DD2067                          STATION RECOVERY (1989)
 DD2067
 DD2067'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2067'RECOVERED IN GOOD CONDITION.
 DD2067
 DD2067                          STATION RECOVERY (2004)
 DD2067
 DD2067'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2234 ***********************************************************************
 DD2234  DESIGNATION -  22 152 X
 DD2234  PID         -  DD2234
 DD2234  STATE/COUNTY-  SC/GEORGETOWN
 DD2234  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2234
 DD2234                         *CURRENT SURVEY CONTROL
 DD2234  ___________________________________________________________________
 DD2234* NAD 83(1986)-  33 28 49.     (N)    079 12 01.     (W)     SCALED    
 DD2234* NAVD 88     -         4.563  (meters)      14.97   (feet)  ADJUSTED  
 DD2234  ___________________________________________________________________
 DD2234  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DD2234  DYNAMIC HT  -           4.558 (meters)      14.95  (feet)  COMP
 DD2234  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 DD2234
 DD2234  VERT ORDER  -  FIRST     CLASS II
 DD2234
 DD2234.The horizontal coordinates were scaled from a topographic map and have
 DD2234.an estimated accuracy of +/- 6 seconds.
 DD2234
 DD2234.The orthometric height was determined by differential leveling
 DD2234.and adjusted by the National Geodetic Survey in June 1991..
 DD2234
 DD2234.The geoid height was determined by GEOID03.
 DD2234
 DD2234.The dynamic height is computed by dividing the NAVD 88
 DD2234.geopotential number by the normal gravity value computed on the
 DD2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2234.degrees latitude (g = 980.6199 gals.).
 DD2234
 DD2234.The modeled gravity was interpolated from observed gravity values.
 DD2234
 DD2234;                    North         East    Units  Estimated Accuracy
 DD2234;SPC SC       -   184,100.      776,830.      MT  (+/- 180 meters Scaled)
 DD2234
 DD2234                          SUPERSEDED SURVEY CONTROL
 DD2234
 DD2234  NGVD 29 (03/21/89)    4.869  (m)           15.97   (f) ADJUSTED    1 2
 DD2234
 DD2234.Superseded values are not recommended for survey control.
 DD2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2234.See file dsdata.txt to determine how the superseded data were derived.
 DD2234
 DD2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT672059(NAD 83)
 DD2234_MARKER: DD = SURVEY DISK
 DD2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2234_SP_SET: CONCRETE POST
 DD2234_STAMPING: VERT 22 152 X 1987
 DD2234_MARK LOGO: SCGS  
 DD2234_PROJECTION: PROJECTING 3 CENTIMETERS
 DD2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2234+STABILITY: SURFACE MOTION
 DD2234
 DD2234  HISTORY     - Date     Condition        Report By
 DD2234  HISTORY     - 1987     MONUMENTED       SCGS
 DD2234  HISTORY     - 1989     GOOD             USPSQD
 DD2234  HISTORY     - 19940616 GOOD             USPSQD
 DD2234
 DD2234                          STATION DESCRIPTION
 DD2234
 DD2234'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2234'14.2 KM (8.8 MI) NE FROM GEORGETOWN.
 DD2234'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2234'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2234'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2234'ALONG STATE ROAD 4 TO THE T-JUNCTION FORMED BY PRIVATE DRIVEWAY AND
 DD2234'STATE ROAD 52, THENCE 5.05 KM (3.15 MI) NORTHEAST ALONG ROAD 52, SET
 DD2234'IN THE EAST ANGLE OF A SAND ROAD LEADING TO THE SAMWORTH GAME
 DD2234'MANAGEMENT AREA (DARLINGTON PLANTATION), 9.6 METERS (31.5 FT)
 DD2234'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 5.6 METERS (18.4 FT)
 DD2234'NORTHEAST OF THE CENTER OF THE SAND ROAD, 4.18 METERS (13.7 FT) EAST
 DD2234'OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT BENEATH THE SAND ROAD,
 DD2234'1.85 METERS (6.1 FT) EAST OF THE EAST-SOUTHEAST WOODEN POST OF TWO
 DD2234'SUPPORTING A SIGN (S.C.  WILDLIFE DEPARTMENT).
 DD2234'THE MARK IS 0.56 METERS  NW FROM  A WITNESS POST
 DD2234'THE MARK IS 0.1 M ABOVE ROAD 52.
 DD2234
 DD2234                          STATION RECOVERY (1989)
 DD2234
 DD2234'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2234'RECOVERED IN GOOD CONDITION.
 DD2234
 DD2234                          STATION RECOVERY (1994)
 DD2234
 DD2234'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2068 ***********************************************************************
 DD2068  DESIGNATION -  22 153
 DD2068  PID         -  DD2068
 DD2068  STATE/COUNTY-  SC/GEORGETOWN
 DD2068  USGS QUAD   -  OLIN (1973)
 DD2068
 DD2068                         *CURRENT SURVEY CONTROL
 DD2068  ___________________________________________________________________
 DD2068* NAD 83(1986)-  33 24 55.     (N)    079 28 51.     (W)     SCALED    
 DD2068* NAVD 88     -         9.188  (meters)      30.14   (feet)  ADJUSTED  
 DD2068  ___________________________________________________________________
 DD2068  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 DD2068  DYNAMIC HT  -           9.178 (meters)      30.11  (feet)  COMP
 DD2068  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 DD2068
 DD2068  VERT ORDER  -  FIRST     CLASS II
 DD2068
 DD2068.The horizontal coordinates were scaled from a topographic map and have
 DD2068.an estimated accuracy of +/- 6 seconds.
 DD2068
 DD2068.The orthometric height was determined by differential leveling
 DD2068.and adjusted by the National Geodetic Survey in June 1991..
 DD2068
 DD2068.The geoid height was determined by GEOID03.
 DD2068
 DD2068.The dynamic height is computed by dividing the NAVD 88
 DD2068.geopotential number by the normal gravity value computed on the
 DD2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2068.degrees latitude (g = 980.6199 gals.).
 DD2068
 DD2068.The modeled gravity was interpolated from observed gravity values.
 DD2068
 DD2068;                    North         East    Units  Estimated Accuracy
 DD2068;SPC SC       -   176,470.      750,870.      MT  (+/- 180 meters Scaled)
 DD2068
 DD2068                          SUPERSEDED SURVEY CONTROL
 DD2068
 DD2068  NGVD 29 (03/21/89)    9.491  (m)           31.14   (f) ADJUSTED    1 2
 DD2068
 DD2068.Superseded values are not recommended for survey control.
 DD2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2068.See file dsdata.txt to determine how the superseded data were derived.
 DD2068
 DD2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS412983(NAD 83)
 DD2068_MARKER: DD = SURVEY DISK
 DD2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2068_SP_SET: CONCRETE POST
 DD2068_STAMPING: VERT 22 153 1987
 DD2068_MARK LOGO: SCGS  
 DD2068_PROJECTION: RECESSED 1 CENTIMETERS
 DD2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2068+STABILITY: SURFACE MOTION
 DD2068
 DD2068  HISTORY     - Date     Condition        Report By
 DD2068  HISTORY     - 1987     MONUMENTED       SCGS
 DD2068  HISTORY     - 1989     GOOD             USPSQD
 DD2068  HISTORY     - 19940613 GOOD             USPSQD
 DD2068  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 DD2068  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2068
 DD2068                          STATION DESCRIPTION
 DD2068
 DD2068'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2068'9.5 KM (5.9 MI) SE FROM ANDREWS.
 DD2068'0.65 KM (0.4 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2068'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO A
 DD2068'FORK (HIGHWAY 521 GOES SOUTHEAST), CONTINUE 0.4 KM (0.25 MI)
 DD2068'EAST-SOUTHEAST ALONG STATE ROAD 20 (MAIN STREET) TO A 5-WAY JUNCTION,
 DD2068'CONTINUE 5.7 KM (3.55 MI) EAST ALONG ROAD 20, THENCE 3.05 KM (1.9 MI)
 DD2068'SOUTHEAST AND SOUTH ALONG STATE ROAD 22, SET IN A EAST/WEST ROW OF
 DD2068'CEDAR TREES BETWEEN A WOODEN HOUSE AND A SHINGLE-SIDED HOUSE, 29.78
 DD2068'(97.7 FT) WEST OF THE CENTER OF THE ROAD, 12.45 METERS (40.8 FT)
 DD2068'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOODEN HOUSE, 31.38
 DD2068'METERS (103.0 FT) NORTH OF THE NORTHEAST CORNER OF THE SHINGLE-SIDED
 DD2068'HOUSE, 4.94 METERS (16.2 FT) EAST OF THE 5TH OF 8 CEDAR TREES, 26.38
 DD2068'METERS (86.5 FT) WEST-NORTHWEST OF A POWER POLE WITH A GUY WIRE,
 DD2068'12.68 METERS (41.6 FT) SOUTHWEST OF THE SOUTH ONE OF TWO 8-INCH
 DD2068'MAGNOLIA TREES.
 DD2068'THE MARK IS 0.2 M BELOW THE ROAD.
 DD2068
 DD2068                          STATION RECOVERY (1989)
 DD2068
 DD2068'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2068'RECOVERED IN GOOD CONDITION.
 DD2068
 DD2068                          STATION RECOVERY (1994)
 DD2068
 DD2068'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2068'RECOVERED IN GOOD CONDITION.
 DD2068
 DD2068                          STATION RECOVERY (2004)
 DD2068
 DD2068'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2068'SEARCHED NEAR LINE OF CEDAR TREES WITH MICRONTA 4001.
 DD2068
 DD2068                          STATION RECOVERY (2006)
 DD2068
 DD2068'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2068'SEARCHED 20 MINUTES, MEASUREMENTS LED TO LARGE BRICK PILE, STATION MAY
 DD2068'BE INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2069 ***********************************************************************
 DD2069  DESIGNATION -  22 154
 DD2069  PID         -  DD2069
 DD2069  STATE/COUNTY-  SC/GEORGETOWN
 DD2069  USGS QUAD   -  OLIN (1973)
 DD2069
 DD2069                         *CURRENT SURVEY CONTROL
 DD2069  ___________________________________________________________________
 DD2069* NAD 83(1986)-  33 24 26.     (N)    079 28 46.     (W)     SCALED    
 DD2069* NAVD 88     -         9.328  (meters)      30.60   (feet)  ADJUSTED  
 DD2069  ___________________________________________________________________
 DD2069  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DD2069  DYNAMIC HT  -           9.318 (meters)      30.57  (feet)  COMP
 DD2069  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DD2069
 DD2069  VERT ORDER  -  FIRST     CLASS II
 DD2069
 DD2069.The horizontal coordinates were scaled from a topographic map and have
 DD2069.an estimated accuracy of +/- 6 seconds.
 DD2069
 DD2069.The orthometric height was determined by differential leveling
 DD2069.and adjusted by the National Geodetic Survey in June 1991..
 DD2069
 DD2069.The geoid height was determined by GEOID03.
 DD2069
 DD2069.The dynamic height is computed by dividing the NAVD 88
 DD2069.geopotential number by the normal gravity value computed on the
 DD2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2069.degrees latitude (g = 980.6199 gals.).
 DD2069
 DD2069.The modeled gravity was interpolated from observed gravity values.
 DD2069
 DD2069;                    North         East    Units  Estimated Accuracy
 DD2069;SPC SC       -   175,580.      751,010.      MT  (+/- 180 meters Scaled)
 DD2069
 DD2069                          SUPERSEDED SURVEY CONTROL
 DD2069
 DD2069  NGVD 29 (03/21/89)    9.631  (m)           31.60   (f) ADJUSTED    1 2
 DD2069
 DD2069.Superseded values are not recommended for survey control.
 DD2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2069.See file dsdata.txt to determine how the superseded data were derived.
 DD2069
 DD2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS413974(NAD 83)
 DD2069_MARKER: DD = SURVEY DISK
 DD2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2069_SP_SET: CONCRETE POST
 DD2069_STAMPING: VERT 22 154 1987
 DD2069_MARK LOGO: SCGS  
 DD2069_PROJECTION: FLUSH
 DD2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2069+STABILITY: SURFACE MOTION
 DD2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2069+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2069
 DD2069  HISTORY     - Date     Condition        Report By
 DD2069  HISTORY     - 1987     MONUMENTED       SCGS
 DD2069  HISTORY     - 1989     GOOD             USPSQD
 DD2069  HISTORY     - 19940613 GOOD             USPSQD
 DD2069  HISTORY     - 20040605 GOOD             USPSQD
 DD2069
 DD2069                          STATION DESCRIPTION
 DD2069
 DD2069'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2069'9.5 KM (5.9 MI) SE FROM ANDREWS.
 DD2069'0.65 KM (0.4 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2069'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO A
 DD2069'FORK (HIGHWAY 521 GOES SOUTHEAST), CONTINUE 0.4 KM (0.25 MI)
 DD2069'EAST-SOUTHEAST ALONG STATE ROAD 20 (MAIN STREET) TO A 5-WAY JUNCTION,
 DD2069'CONTINUE 5.7 KM (3.55 MI) EAST ALONG ROAD 20, THENCE 3.95 KM (2.45
 DD2069'MI) SOUTHEAST AND SOUTH ALONG STATE ROAD 22, SET NEAR A POWER POLE
 DD2069'3272DD WITH A TRANSFORMER AND TWO GUY WIRES AND IN LINE WITH THE
 DD2069'FRONT FACE OF A WOODEN SHED BEHIND A BRICK HOUSE, 80.2 METERS (263.1
 DD2069'FT) EAST OF THE CENTER OF THE ROAD, 7.64 METERS (25.1 FT) EAST OF THE
 DD2069'POWER POLE, 14.1 METERS (46.3 FT) EAST-NORTHEAST OF THE NORTHEAST
 DD2069'CORNER OF THE ENCLOSED SIDE-PORCH ON THE HOUSE, 7.38 METERS (24.2 FT)
 DD2069'NORTH OF THE NORTHWEST CORNER OF THE SHED, 12.49 METERS (41.0 FT)
 DD2069'WEST OF A SECURITY LIGHT POLE.
 DD2069'THE MARK IS 7.77 METERS  E FROM  A WITNESS POST
 DD2069'THE MARK IS 0.1 M BELOW DRIVEWAY AROUND SHED.
 DD2069
 DD2069                          STATION RECOVERY (1989)
 DD2069
 DD2069'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2069'RECOVERED IN GOOD CONDITION.
 DD2069
 DD2069                          STATION RECOVERY (1994)
 DD2069
 DD2069'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2069'RECOVERED IN GOOD CONDITION.
 DD2069
 DD2069                          STATION RECOVERY (2004)
 DD2069
 DD2069'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2238 ***********************************************************************
 DD2238  DESIGNATION -  22 155
 DD2238  PID         -  DD2238
 DD2238  STATE/COUNTY-  SC/GEORGETOWN
 DD2238  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2238
 DD2238                         *CURRENT SURVEY CONTROL
 DD2238  ___________________________________________________________________
 DD2238* NAD 83(1986)-  33 29 05.     (N)    079 11 13.     (W)     SCALED    
 DD2238* NAVD 88     -         3.662  (meters)      12.01   (feet)  ADJUSTED  
 DD2238  ___________________________________________________________________
 DD2238  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD2238  DYNAMIC HT  -           3.658 (meters)      12.00  (feet)  COMP
 DD2238  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 DD2238
 DD2238  VERT ORDER  -  FIRST     CLASS II
 DD2238
 DD2238.The horizontal coordinates were scaled from a topographic map and have
 DD2238.an estimated accuracy of +/- 6 seconds.
 DD2238
 DD2238.The orthometric height was determined by differential leveling
 DD2238.and adjusted by the National Geodetic Survey in June 1991..
 DD2238
 DD2238.The geoid height was determined by GEOID03.
 DD2238
 DD2238.The dynamic height is computed by dividing the NAVD 88
 DD2238.geopotential number by the normal gravity value computed on the
 DD2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2238.degrees latitude (g = 980.6199 gals.).
 DD2238
 DD2238.The modeled gravity was interpolated from observed gravity values.
 DD2238
 DD2238;                    North         East    Units  Estimated Accuracy
 DD2238;SPC SC       -   184,610.      778,060.      MT  (+/- 180 meters Scaled)
 DD2238
 DD2238                          SUPERSEDED SURVEY CONTROL
 DD2238
 DD2238  NGVD 29 (03/21/89)    3.969  (m)           13.02   (f) ADJUSTED    1 2
 DD2238
 DD2238.Superseded values are not recommended for survey control.
 DD2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2238.See file dsdata.txt to determine how the superseded data were derived.
 DD2238
 DD2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT684064(NAD 83)
 DD2238_MARKER: DD = SURVEY DISK
 DD2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2238_SP_SET: CONCRETE POST
 DD2238_STAMPING: VERT 22 155 1987
 DD2238_MARK LOGO: SCGS  
 DD2238_PROJECTION: FLUSH
 DD2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2238+STABILITY: SURFACE MOTION
 DD2238
 DD2238  HISTORY     - Date     Condition        Report By
 DD2238  HISTORY     - 1987     MONUMENTED       SCGS
 DD2238  HISTORY     - 1989     GOOD             USPSQD
 DD2238  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 DD2238
 DD2238                          STATION DESCRIPTION
 DD2238
 DD2238'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2238'15.3 KM (9.5 MI) NE FROM GEORGETOWN.
 DD2238'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2238'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 17 AND 17 ALTERNATE
 DD2238'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2238'ALONG STATE ROAD 4 TO A T-JUNTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2238'STATE ROAD 52, THENCE 6.05 KM (3.75 MI) NORTHEAST ALONG ROAD 52,
 DD2238'THENCE 0.4 KM (0.25 MI) EAST-SOUTHEAST ALONG THE ENTRANCE ROAD TO THE
 DD2238'ARUNDEL PLANTATION, SET BEHIND THE SOUTHWEST ONE OF TWO WOODEN
 DD2238'ENTRANCEWAYS AT THE MAIN ENTRANCE TO THE PLANTATION AND IN LINE WITH
 DD2238'THE WEST-NORTHWEST SIDE OF AN OLD SMALL WOODEN HOUSE, 5.85 METERS
 DD2238'(19.2 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE ROAD, 17.4 METERS
 DD2238'(57.1 FT) EAST-SOUTHEAST OF THE CENTER OF A SAND ROAD LEADING
 DD2238'SOUTHWEST, 9.15 METERS (30.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DD2238'THE HOUSE, 2.1 METERS (6.9 FT) WEST-NORTHWEST OF A 24-INCH LIVE OAK
 DD2238'TREE.
 DD2238'THE MARK IS 0.1 M ABOVE THE ENTRANCE ROAD.
 DD2238
 DD2238                          STATION RECOVERY (1989)
 DD2238
 DD2238'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2238'RECOVERED IN GOOD CONDITION.
 DD2238
 DD2238                          STATION RECOVERY (1994)
 DD2238
 DD2238'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2244 ***********************************************************************
 DD2244  DESIGNATION -  22 156
 DD2244  PID         -  DD2244
 DD2244  STATE/COUNTY-  SC/GEORGETOWN
 DD2244  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2244
 DD2244                         *CURRENT SURVEY CONTROL
 DD2244  ___________________________________________________________________
 DD2244* NAD 83(1986)-  33 29 34.     (N)    079 11 04.     (W)     SCALED    
 DD2244* NAVD 88     -         4.100  (meters)      13.45   (feet)  ADJUSTED  
 DD2244  ___________________________________________________________________
 DD2244  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD2244  DYNAMIC HT  -           4.095 (meters)      13.44  (feet)  COMP
 DD2244  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 DD2244
 DD2244  VERT ORDER  -  FIRST     CLASS II
 DD2244
 DD2244.The horizontal coordinates were scaled from a topographic map and have
 DD2244.an estimated accuracy of +/- 6 seconds.
 DD2244
 DD2244.The orthometric height was determined by differential leveling
 DD2244.and adjusted by the National Geodetic Survey in June 1991..
 DD2244
 DD2244.The geoid height was determined by GEOID03.
 DD2244
 DD2244.The dynamic height is computed by dividing the NAVD 88
 DD2244.geopotential number by the normal gravity value computed on the
 DD2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2244.degrees latitude (g = 980.6199 gals.).
 DD2244
 DD2244.The modeled gravity was interpolated from observed gravity values.
 DD2244
 DD2244;                    North         East    Units  Estimated Accuracy
 DD2244;SPC SC       -   185,510.      778,280.      MT  (+/- 180 meters Scaled)
 DD2244
 DD2244                          SUPERSEDED SURVEY CONTROL
 DD2244
 DD2244  NGVD 29 (03/21/89)    4.406  (m)           14.46   (f) ADJUSTED    1 2
 DD2244
 DD2244.Superseded values are not recommended for survey control.
 DD2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2244.See file dsdata.txt to determine how the superseded data were derived.
 DD2244
 DD2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT686073(NAD 83)
 DD2244_MARKER: DD = SURVEY DISK
 DD2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2244_SP_SET: CONCRETE POST
 DD2244_STAMPING: VERT 22 156 1987
 DD2244_MARK LOGO: SCGS  
 DD2244_PROJECTION: FLUSH
 DD2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2244+STABILITY: SURFACE MOTION
 DD2244
 DD2244  HISTORY     - Date     Condition        Report By
 DD2244  HISTORY     - 1987     MONUMENTED       SCGS
 DD2244  HISTORY     - 1989     GOOD             USPSQD
 DD2244  HISTORY     - 19940616 GOOD             USPSQD
 DD2244
 DD2244                          STATION DESCRIPTION
 DD2244
 DD2244'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2244'16.2 KM (10.05 MI) NE FROM GEORGETOWN.
 DD2244'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2244'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2244'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2244'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2244'STATE ROAD 52, THENCE 7.1 KM (4.4 MI) NORTHEASTERLY ALONG ROAD 52,
 DD2244'SET NEAR A LIVE OAK TREE IN FRONT OF A CEMETARY IN THE NORTHWEST
 DD2244'ANGLE OF STATE ROAD 180, 13.8 METERS (45.3 FT) WEST-NORTHWEST OF THE
 DD2244'CENTER OF ROAD 52, 26.15 METERS (85.8 FT) NORTH-NORTHEAST OF THE
 DD2244'CENTER OF ROAD 180 17.1 METERS (56.1 FT) NORTH-NORTHEAST OF A POWER
 DD2244'LINE STUB POLE WITH GUY WIRE, 4.8 METERS (15.7 FT) SOUTH-SOUTHWEST OF
 DD2244'THE 35-INCH TREE.
 DD2244'THE MARK IS ABOVE LEVEL WITH ROAD 52.
 DD2244
 DD2244                          STATION RECOVERY (1989)
 DD2244
 DD2244'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2244'RECOVERED IN GOOD CONDITION.
 DD2244
 DD2244                          STATION RECOVERY (1994)
 DD2244
 DD2244'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2248 ***********************************************************************
 DD2248  DESIGNATION -  22 157
 DD2248  PID         -  DD2248
 DD2248  STATE/COUNTY-  SC/GEORGETOWN
 DD2248  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2248
 DD2248                         *CURRENT SURVEY CONTROL
 DD2248  ___________________________________________________________________
 DD2248* NAD 83(1986)-  33 30 22.     (N)    079 10 48.     (W)     SCALED    
 DD2248* NAVD 88     -         3.386  (meters)      11.11   (feet)  ADJUSTED  
 DD2248  ___________________________________________________________________
 DD2248  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD2248  DYNAMIC HT  -           3.383 (meters)      11.10  (feet)  COMP
 DD2248  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DD2248
 DD2248  VERT ORDER  -  FIRST     CLASS II
 DD2248
 DD2248.The horizontal coordinates were scaled from a topographic map and have
 DD2248.an estimated accuracy of +/- 6 seconds.
 DD2248
 DD2248.The orthometric height was determined by differential leveling
 DD2248.and adjusted by the National Geodetic Survey in June 1991..
 DD2248
 DD2248.The geoid height was determined by GEOID03.
 DD2248
 DD2248.The dynamic height is computed by dividing the NAVD 88
 DD2248.geopotential number by the normal gravity value computed on the
 DD2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2248.degrees latitude (g = 980.6199 gals.).
 DD2248
 DD2248.The modeled gravity was interpolated from observed gravity values.
 DD2248
 DD2248;                    North         East    Units  Estimated Accuracy
 DD2248;SPC SC       -   186,990.      778,660.      MT  (+/- 180 meters Scaled)
 DD2248
 DD2248                          SUPERSEDED SURVEY CONTROL
 DD2248
 DD2248  NGVD 29 (03/21/89)    3.693  (m)           12.12   (f) ADJUSTED    1 2
 DD2248
 DD2248.Superseded values are not recommended for survey control.
 DD2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2248.See file dsdata.txt to determine how the superseded data were derived.
 DD2248
 DD2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT690088(NAD 83)
 DD2248_MARKER: DD = SURVEY DISK
 DD2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2248_SP_SET: CONCRETE POST
 DD2248_STAMPING: VERT 22 157 1987
 DD2248_MARK LOGO: SCGS  
 DD2248_PROJECTION: FLUSH
 DD2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2248+STABILITY: SURFACE MOTION
 DD2248
 DD2248  HISTORY     - Date     Condition        Report By
 DD2248  HISTORY     - 1987     MONUMENTED       SCGS
 DD2248  HISTORY     - 19940616 GOOD             USPSQD
 DD2248
 DD2248                          STATION DESCRIPTION
 DD2248
 DD2248'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2248'17.7 KM (11.0 MI) NE FROM GEORGETOWN.
 DD2248'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2248'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2248'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2248'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2248'STATE ROAD 52, THENCE 8.6 KM (5.35 MI) NORTHEAST AND NORTHERLY ALONG
 DD2248'ROAD 52, SET NEAR A CHAIN LINK FENCE IN FRONT OF THE RUINS OF THE
 DD2248'PRINCE FREDRICK CHURCH, 13.3 METERS (43.6 FT) EAST OF THE CENTER OF
 DD2248'THE ROAD, 4.0 METERS (13.1 FT) SOUTH OF THE EXTENDED CENTER OF A SAND
 DD2248'ROAD LEADING WEST, 0.81 METER (2.7 FT) WEST OF THE FENCE, 6.85 METERS
 DD2248'(22.5 FT) WEST OF THE SOUTHWEST CORNER OF THE FRONT PORTION OF THE
 DD2248'RUINS.
 DD2248'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST
 DD2248'THE MARK IS 0.65 M ABOVE ROAD 52.
 DD2248
 DD2248                          STATION RECOVERY (1994)
 DD2248
 DD2248'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2249 ***********************************************************************
 DD2249  DESIGNATION -  22 158
 DD2249  PID         -  DD2249
 DD2249  STATE/COUNTY-  SC/GEORGETOWN
 DD2249  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2249
 DD2249                         *CURRENT SURVEY CONTROL
 DD2249  ___________________________________________________________________
 DD2249* NAD 83(1986)-  33 31 17.     (N)    079 10 56.     (W)     SCALED    
 DD2249* NAVD 88     -         5.180  (meters)      16.99   (feet)  ADJUSTED  
 DD2249  ___________________________________________________________________
 DD2249  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DD2249  DYNAMIC HT  -           5.174 (meters)      16.98  (feet)  COMP
 DD2249  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DD2249
 DD2249  VERT ORDER  -  FIRST     CLASS II
 DD2249
 DD2249.The horizontal coordinates were scaled from a topographic map and have
 DD2249.an estimated accuracy of +/- 6 seconds.
 DD2249
 DD2249.The orthometric height was determined by differential leveling
 DD2249.and adjusted by the National Geodetic Survey in June 1991..
 DD2249
 DD2249.The geoid height was determined by GEOID03.
 DD2249
 DD2249.The dynamic height is computed by dividing the NAVD 88
 DD2249.geopotential number by the normal gravity value computed on the
 DD2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2249.degrees latitude (g = 980.6199 gals.).
 DD2249
 DD2249.The modeled gravity was interpolated from observed gravity values.
 DD2249
 DD2249;                    North         East    Units  Estimated Accuracy
 DD2249;SPC SC       -   188,680.      778,430.      MT  (+/- 180 meters Scaled)
 DD2249
 DD2249                          SUPERSEDED SURVEY CONTROL
 DD2249
 DD2249  NGVD 29 (03/21/89)    5.486  (m)           18.00   (f) ADJUSTED    1 2
 DD2249
 DD2249.Superseded values are not recommended for survey control.
 DD2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2249.See file dsdata.txt to determine how the superseded data were derived.
 DD2249
 DD2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT688105(NAD 83)
 DD2249_MARKER: DD = SURVEY DISK
 DD2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2249_SP_SET: CONCRETE POST
 DD2249_STAMPING: VERT 22 158 1987
 DD2249_MARK LOGO: SCGS  
 DD2249_PROJECTION: FLUSH
 DD2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2249+STABILITY: SURFACE MOTION
 DD2249
 DD2249  HISTORY     - Date     Condition        Report By
 DD2249  HISTORY     - 1987     MONUMENTED       SCGS
 DD2249  HISTORY     - 19940616 GOOD             USPSQD
 DD2249
 DD2249                          STATION DESCRIPTION
 DD2249
 DD2249'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2249'19.0 KM (11.8 MI) NE FROM GEORGETOWN.
 DD2249'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2249'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2249'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2249'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2249'STATE ROAD 52, THENCE 10.3 KM (6.4 MI) NORTHEAST AND NORTHERLY ALONG
 DD2249'ROAD 52, SET NEAR A WOODEN GATE POST IN THE SOUTHEAST ANGLE OF A SAND
 DD2249'ROAD LEADING EAST INTO THE PROPERTY OF CHICORA WOOD PLANTATION AND
 DD2249'ACROSS THE ROAD FROM ANOTHER GATE, 13.5 METERS (44.3 FT)
 DD2249'EAST-NORTHEAST OF THE CENTER OF THE ROAD, 4.53 METERS (14.9 FT) SOUTH
 DD2249'OF THE CENTER OF THE SAND ROAD, 0.75 METER (2.5 FT) SOUTH OF THE GATE
 DD2249'POST, 9.85 METERS (32.3 FT) WEST OF THE CENTER OF A SAND ROAD
 DD2249'PARALLELING ROAD 52.
 DD2249'THE MARK IS 0.49 METERS  SW FROM  A WITNESS POST
 DD2249'THE MARK IS ABOVE LEVEL WITH THE SAND ROADS.
 DD2249
 DD2249                          STATION RECOVERY (1994)
 DD2249
 DD2249'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2251 ***********************************************************************
 DD2251  DESIGNATION -  22 159
 DD2251  PID         -  DD2251
 DD2251  STATE/COUNTY-  SC/GEORGETOWN
 DD2251  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2251
 DD2251                         *CURRENT SURVEY CONTROL
 DD2251  ___________________________________________________________________
 DD2251* NAD 83(1986)-  33 32 22.     (N)    079 11 20.     (W)     SCALED    
 DD2251* NAVD 88     -         5.868  (meters)      19.25   (feet)  ADJUSTED  
 DD2251  ___________________________________________________________________
 DD2251  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DD2251  DYNAMIC HT  -           5.862 (meters)      19.23  (feet)  COMP
 DD2251  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 DD2251
 DD2251  VERT ORDER  -  FIRST     CLASS II
 DD2251
 DD2251.The horizontal coordinates were scaled from a topographic map and have
 DD2251.an estimated accuracy of +/- 6 seconds.
 DD2251
 DD2251.The orthometric height was determined by differential leveling
 DD2251.and adjusted by the National Geodetic Survey in June 1991..
 DD2251
 DD2251.The geoid height was determined by GEOID03.
 DD2251
 DD2251.The dynamic height is computed by dividing the NAVD 88
 DD2251.geopotential number by the normal gravity value computed on the
 DD2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2251.degrees latitude (g = 980.6199 gals.).
 DD2251
 DD2251.The modeled gravity was interpolated from observed gravity values.
 DD2251
 DD2251;                    North         East    Units  Estimated Accuracy
 DD2251;SPC SC       -   190,680.      777,770.      MT  (+/- 180 meters Scaled)
 DD2251
 DD2251                          SUPERSEDED SURVEY CONTROL
 DD2251
 DD2251  NGVD 29 (03/21/89)    6.175  (m)           20.26   (f) ADJUSTED    1 2
 DD2251
 DD2251.Superseded values are not recommended for survey control.
 DD2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2251.See file dsdata.txt to determine how the superseded data were derived.
 DD2251
 DD2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT681125(NAD 83)
 DD2251_MARKER: DD = SURVEY DISK
 DD2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2251_SP_SET: CONCRETE POST
 DD2251_STAMPING: VERT 22 159 1987
 DD2251_MARK LOGO: SCGS  
 DD2251_PROJECTION: FLUSH
 DD2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2251+STABILITY: SURFACE MOTION
 DD2251
 DD2251  HISTORY     - Date     Condition        Report By
 DD2251  HISTORY     - 1987     MONUMENTED       SCGS
 DD2251  HISTORY     - 19940616 GOOD             USPSQD
 DD2251
 DD2251                          STATION DESCRIPTION
 DD2251
 DD2251'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2251'20.4 KM (12.7 MI) NNE FROM GEORGETOWN.
 DD2251'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2251'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2251'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2251'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2251'STATE ROAD 52, THENCE 12.4 KM (7.7 MI) NORTHEAST AND NORTHERLY ALONG
 DD2251'ROAD 52, SET BEHIND A BRICK ENTRANCEWAY IN THE SOUTHEAST ANGLE OF THE
 DD2251'ENTRANCE ROAD TO HASTY POINT PLANTATION, 5.0 METERS (16.4 FT) SOUTH
 DD2251'OF THE CENTER OF THE ENTRANCE ROAD, 22.1 METERS (72.5 FT) EAST OF THE
 DD2251'CENTER OF THE ROAD, 2.45 METERS (8.0 FT) SOUTHEAST OF THE SOUTHEAST
 DD2251'CORNER OF THE TALLER OF TWO BRICK PILLARS FOR THE ENTRANCEWAY, 13.7
 DD2251'METERS (44.9 FT) WEST-NORTHWEST OF A 25-INCH LIVE OAK TREE.
 DD2251'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE ROAD.
 DD2251
 DD2251                          STATION RECOVERY (1994)
 DD2251
 DD2251'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2252 ***********************************************************************
 DD2252  DESIGNATION -  22 160
 DD2252  PID         -  DD2252
 DD2252  STATE/COUNTY-  SC/GEORGETOWN
 DD2252  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2252
 DD2252                         *CURRENT SURVEY CONTROL
 DD2252  ___________________________________________________________________
 DD2252* NAD 83(1986)-  33 32 49.     (N)    079 11 34.     (W)     SCALED    
 DD2252* NAVD 88     -         4.803  (meters)      15.76   (feet)  ADJUSTED  
 DD2252  ___________________________________________________________________
 DD2252  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DD2252  DYNAMIC HT  -           4.798 (meters)      15.74  (feet)  COMP
 DD2252  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 DD2252
 DD2252  VERT ORDER  -  FIRST     CLASS II
 DD2252
 DD2252.The horizontal coordinates were scaled from a topographic map and have
 DD2252.an estimated accuracy of +/- 6 seconds.
 DD2252
 DD2252.The orthometric height was determined by differential leveling
 DD2252.and adjusted by the National Geodetic Survey in June 1991..
 DD2252
 DD2252.The geoid height was determined by GEOID03.
 DD2252
 DD2252.The dynamic height is computed by dividing the NAVD 88
 DD2252.geopotential number by the normal gravity value computed on the
 DD2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2252.degrees latitude (g = 980.6199 gals.).
 DD2252
 DD2252.The modeled gravity was interpolated from observed gravity values.
 DD2252
 DD2252;                    North         East    Units  Estimated Accuracy
 DD2252;SPC SC       -   191,500.      777,400.      MT  (+/- 180 meters Scaled)
 DD2252
 DD2252                          SUPERSEDED SURVEY CONTROL
 DD2252
 DD2252  NGVD 29 (03/21/89)    5.109  (m)           16.76   (f) ADJUSTED    1 2
 DD2252
 DD2252.Superseded values are not recommended for survey control.
 DD2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2252.See file dsdata.txt to determine how the superseded data were derived.
 DD2252
 DD2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT677133(NAD 83)
 DD2252_MARKER: DD = SURVEY DISK
 DD2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2252_SP_SET: CONCRETE POST
 DD2252_STAMPING: VERT 22 160 1987
 DD2252_MARK LOGO: SCGS  
 DD2252_PROJECTION: RECESSED 5 CENTIMETERS
 DD2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2252+STABILITY: SURFACE MOTION
 DD2252
 DD2252  HISTORY     - Date     Condition        Report By
 DD2252  HISTORY     - 1987     MONUMENTED       SCGS
 DD2252  HISTORY     - 19940616 GOOD             USPSQD
 DD2252
 DD2252                          STATION DESCRIPTION
 DD2252
 DD2252'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2252'21.0 KM (13.05 MI) NNE FROM GEORGETOWN.
 DD2252'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2252'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2252'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2252'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2252'STATE ROAD 52, THENCE 13.05 KM (8.1 MI) NORTHEAST AND NORTHERLY ALONG
 DD2252'ROAD 52 TO THE JUNCTION OF STATE ROAD 264, THENCE 0.3 KM (0.2 MI)
 DD2252'NORTH-NORTHEAST ALONG ROAD 264, SET NEAR THE SOUTHEAST CORNER OF THE
 DD2252'MAIN PORTION OF THE MOUNT CARMEL BAPTIST CHURCH, 1.45 METERS (4.8 FT)
 DD2252'EAST-NORTHEAST OF THE CORNER, 3.24 METERS (10.6 FT) NORTH-NORTHEAST
 DD2252'OF THE SOUTHEAST CORNER OF THE FRONT ENTRANCE DECK TO THE CHURCH,
 DD2252'12.6 METERS (41.3 FT) WEST-NORTHWEST OF THE CENTER OF THE ROAD, 9.83
 DD2252'METERS (32.2 FT) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 DD2252'PUMP SHED, 20.05 METERS (65.8 FT) WEST-SOUTHWEST OF POWER POLE 2768B
 DD2252'WITH A TRANSFORMER AND A GUY WIRE.
 DD2252'THE MARK IS 1.1 M ABOVE THE ROAD.
 DD2252
 DD2252                          STATION RECOVERY (1994)
 DD2252
 DD2252'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2259 ***********************************************************************
 DD2259  DESIGNATION -  22 161
 DD2259  PID         -  DD2259
 DD2259  STATE/COUNTY-  SC/GEORGETOWN
 DD2259  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2259
 DD2259                         *CURRENT SURVEY CONTROL
 DD2259  ___________________________________________________________________
 DD2259* NAD 83(1986)-  33 33 17.     (N)    079 12 31.     (W)     SCALED    
 DD2259* NAVD 88     -         4.792  (meters)      15.72   (feet)  ADJUSTED  
 DD2259  ___________________________________________________________________
 DD2259  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD2259  DYNAMIC HT  -           4.786 (meters)      15.70  (feet)  COMP
 DD2259  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DD2259
 DD2259  VERT ORDER  -  FIRST     CLASS II
 DD2259
 DD2259.The horizontal coordinates were scaled from a topographic map and have
 DD2259.an estimated accuracy of +/- 6 seconds.
 DD2259
 DD2259.The orthometric height was determined by differential leveling
 DD2259.and adjusted by the National Geodetic Survey in June 1991..
 DD2259
 DD2259.The geoid height was determined by GEOID03.
 DD2259
 DD2259.The dynamic height is computed by dividing the NAVD 88
 DD2259.geopotential number by the normal gravity value computed on the
 DD2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2259.degrees latitude (g = 980.6199 gals.).
 DD2259
 DD2259.The modeled gravity was interpolated from observed gravity values.
 DD2259
 DD2259;                    North         East    Units  Estimated Accuracy
 DD2259;SPC SC       -   192,340.      775,910.      MT  (+/- 180 meters Scaled)
 DD2259
 DD2259                          SUPERSEDED SURVEY CONTROL
 DD2259
 DD2259  NGVD 29 (03/21/89)    5.098  (m)           16.73   (f) ADJUSTED    1 2
 DD2259
 DD2259.Superseded values are not recommended for survey control.
 DD2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2259.See file dsdata.txt to determine how the superseded data were derived.
 DD2259
 DD2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT663142(NAD 83)
 DD2259_MARKER: DD = SURVEY DISK
 DD2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2259_SP_SET: CONCRETE POST
 DD2259_STAMPING: VERT 22 161 1987
 DD2259_MARK LOGO: SCGS  
 DD2259_PROJECTION: FLUSH
 DD2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2259+STABILITY: SURFACE MOTION
 DD2259
 DD2259  HISTORY     - Date     Condition        Report By
 DD2259  HISTORY     - 1987     MONUMENTED       SCGS
 DD2259  HISTORY     - 19940616 GOOD             USPSQD
 DD2259
 DD2259                          STATION DESCRIPTION
 DD2259
 DD2259'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2259'21.2 KM (13.2 MI) NNE FROM GEORGETOWN.
 DD2259'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2259'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2259'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2259'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2259'STATE ROAD 52, THENCE 13.05 KM (8.1 MI) NORTHEAST AND NORTHERLY ALONG
 DD2259'ROAD 52 TO THE JUNCTION OF STATE ROAD 264, CONTINUE 1.7 KM (1.05 MI)
 DD2259'NORTHWEST ALONG ROAD 52, THENCE 0.15 KM (0.1 MI) NORTH-NORTHEAST
 DD2259'ALONG A SAND DRIVEWAY PARALLELLING MAJOR POWER LINES, SET NEAR A
 DD2259'FENCE CORNER IN THE YARD OF A BRICK HOUSE, 0.7 KM (0.45 MI) SOUTHWEST
 DD2259'OF THE JUNCTION OF U.S. HIGHWAY 701, 0.68 METER (2.2 FT) NORTH OF
 DD2259'THE FENCE CORNER, 58.35 METERS (191.4 FT) SOUTH-SOUTHEAST OF THE
 DD2259'SOUTH CORNER OF THE HOUSE, 5.3 METERS (17.4 FT) WEST-NORTHWEST OF THE
 DD2259'CENTER OF THE DRIVEWAY.
 DD2259'THE MARK IS 0.73 METERS  N FROM  A WITNESS POST
 DD2259'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DD2259
 DD2259                          STATION RECOVERY (1994)
 DD2259
 DD2259'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2267 ***********************************************************************
 DD2267  DESIGNATION -  22 162
 DD2267  PID         -  DD2267
 DD2267  STATE/COUNTY-  SC/GEORGETOWN
 DD2267  USGS QUAD   -  CARVERS BAY (1973)
 DD2267
 DD2267                         *CURRENT SURVEY CONTROL
 DD2267  ___________________________________________________________________
 DD2267* NAD 83(1986)-  33 30 19.     (N)    079 17 37.     (W)     SCALED    
 DD2267* NAVD 88     -         3.507  (meters)      11.51   (feet)  ADJUSTED  
 DD2267  ___________________________________________________________________
 DD2267  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DD2267  DYNAMIC HT  -           3.503 (meters)      11.49  (feet)  COMP
 DD2267  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DD2267
 DD2267  VERT ORDER  -  FIRST     CLASS II
 DD2267
 DD2267.The horizontal coordinates were scaled from a topographic map and have
 DD2267.an estimated accuracy of +/- 6 seconds.
 DD2267
 DD2267.The orthometric height was determined by differential leveling
 DD2267.and adjusted by the National Geodetic Survey in June 1991..
 DD2267
 DD2267.The geoid height was determined by GEOID03.
 DD2267
 DD2267.The dynamic height is computed by dividing the NAVD 88
 DD2267.geopotential number by the normal gravity value computed on the
 DD2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2267.degrees latitude (g = 980.6199 gals.).
 DD2267
 DD2267.The modeled gravity was interpolated from observed gravity values.
 DD2267
 DD2267;                    North         East    Units  Estimated Accuracy
 DD2267;SPC SC       -   186,720.      768,110.      MT  (+/- 180 meters Scaled)
 DD2267
 DD2267                          SUPERSEDED SURVEY CONTROL
 DD2267
 DD2267  NGVD 29 (03/21/89)    3.813  (m)           12.51   (f) ADJUSTED    1 2
 DD2267
 DD2267.Superseded values are not recommended for survey control.
 DD2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2267.See file dsdata.txt to determine how the superseded data were derived.
 DD2267
 DD2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT584086(NAD 83)
 DD2267_MARKER: DD = SURVEY DISK
 DD2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2267_SP_SET: CONCRETE POST
 DD2267_STAMPING: VERT 22 162 1987
 DD2267_MARK LOGO: SCGS  
 DD2267_PROJECTION: RECESSED 2 CENTIMETERS
 DD2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2267+STABILITY: SURFACE MOTION
 DD2267
 DD2267  HISTORY     - Date     Condition        Report By
 DD2267  HISTORY     - 1987     MONUMENTED       SCGS
 DD2267  HISTORY     - 19940616 GOOD             USPSQD
 DD2267
 DD2267                          STATION DESCRIPTION
 DD2267
 DD2267'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2267'14.4 KM (8.95 MI) NORTH FROM GEORGETOWN.
 DD2267'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2267'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2267'(CHURCH STREET) IN GEORGETOWN, THENCE 3.4 KM (2.1 MI) NORTHWEST ALONG
 DD2267'STATE ROAD 4, SET NEAR THE EAST CORNER OF THE BRICK OFFICE PART OF A
 DD2267'LARGE METAL BUILDING (SISCO WELL SCREENS), 0.15 KM (0.1 MI) NORTHWEST
 DD2267'OF THE NORTHWEST END OF THE BRIDGE OVER PETERS CREEK, 2.45 METERS
 DD2267'(8.0 FT) EAST-NORTHEAST OF THE CORNER, 24.25 METERS (79.6 FT)
 DD2267'WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 0.6 METER (2.0 FT)
 DD2267'WEST-SOUTHWEST OF THE WEST-SOUTHWEST EDGE OF A SIDEWALK.
 DD2267'THE MARK IS 0.2 M ABOVE THE ROAD.
 DD2267
 DD2267                          STATION RECOVERY (1994)
 DD2267
 DD2267'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2268 ***********************************************************************
 DD2268  DESIGNATION -  22 163
 DD2268  PID         -  DD2268
 DD2268  STATE/COUNTY-  SC/GEORGETOWN
 DD2268  USGS QUAD   -  CARVERS BAY (1973)
 DD2268
 DD2268                         *CURRENT SURVEY CONTROL
 DD2268  ___________________________________________________________________
 DD2268* NAD 83(1986)-  33 30 41.     (N)    079 17 56.     (W)     SCALED    
 DD2268* NAVD 88     -         5.032  (meters)      16.51   (feet)  ADJUSTED  
 DD2268  ___________________________________________________________________
 DD2268  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DD2268  DYNAMIC HT  -           5.026 (meters)      16.49  (feet)  COMP
 DD2268  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 DD2268
 DD2268  VERT ORDER  -  FIRST     CLASS II
 DD2268
 DD2268.The horizontal coordinates were scaled from a topographic map and have
 DD2268.an estimated accuracy of +/- 6 seconds.
 DD2268
 DD2268.The orthometric height was determined by differential leveling
 DD2268.and adjusted by the National Geodetic Survey in June 1991..
 DD2268
 DD2268.The geoid height was determined by GEOID03.
 DD2268
 DD2268.The dynamic height is computed by dividing the NAVD 88
 DD2268.geopotential number by the normal gravity value computed on the
 DD2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2268.degrees latitude (g = 980.6199 gals.).
 DD2268
 DD2268.The modeled gravity was interpolated from observed gravity values.
 DD2268
 DD2268;                    North         East    Units  Estimated Accuracy
 DD2268;SPC SC       -   187,390.      767,610.      MT  (+/- 180 meters Scaled)
 DD2268
 DD2268                          SUPERSEDED SURVEY CONTROL
 DD2268
 DD2268  NGVD 29 (03/21/89)    5.338  (m)           17.51   (f) ADJUSTED    1 2
 DD2268
 DD2268.Superseded values are not recommended for survey control.
 DD2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2268.See file dsdata.txt to determine how the superseded data were derived.
 DD2268
 DD2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT579092(NAD 83)
 DD2268_MARKER: DD = SURVEY DISK
 DD2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2268_SP_SET: CONCRETE POST
 DD2268_STAMPING: VERT 22 163 1987
 DD2268_MARK LOGO: SCGS  
 DD2268_PROJECTION: FLUSH
 DD2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2268+STABILITY: SURFACE MOTION
 DD2268
 DD2268  HISTORY     - Date     Condition        Report By
 DD2268  HISTORY     - 1987     MONUMENTED       SCGS
 DD2268  HISTORY     - 19940616 GOOD             USPSQD
 DD2268
 DD2268                          STATION DESCRIPTION
 DD2268
 DD2268'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2268'15.1 KM (9.4 MI) NORTH FROM GEORGETOWN.
 DD2268'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HGIGHWAY 701 (NORTH FRASER
 DD2268'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2268'(CHURCH STREET) IN GEORGETOWN, THENCE 4.25 KM (2.65 MI) NORTHWEST
 DD2268'ALONG STATE ROAD 4, SET IN THE WEST ANGLE OF THE ENTRANCE ROAD TO THE
 DD2268'BLACK RIVER HOUSE, 16.1 METERS (52.8 FT) WEST-SOUTHWEST OF THE CENTER
 DD2268'OF THE ROAD, 13.6 METERS (44.6 FT) NORTHWEST OF THE CENTER OF THE
 DD2268'ENTRANCE ROAD, 5.65 METERS (18.5 FT) SOUTHEAST OF THE EXTENDED CENTER
 DD2268'OF A SAND ROAD LEADING EAST-NORTHEAST, 4.65 METERS (15.3 FT)
 DD2268'WEST-SOUTHWEST OF A WOODEN FENCE.
 DD2268'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2268
 DD2268                          STATION RECOVERY (1994)
 DD2268
 DD2268'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2269 ***********************************************************************
 DD2269  DESIGNATION -  22 164
 DD2269  PID         -  DD2269
 DD2269  STATE/COUNTY-  SC/GEORGETOWN
 DD2269  USGS QUAD   -  CARVERS BAY (1973)
 DD2269
 DD2269                         *CURRENT SURVEY CONTROL
 DD2269  ___________________________________________________________________
 DD2269* NAD 83(1986)-  33 31 28.     (N)    079 18 37.     (W)     SCALED    
 DD2269* NAVD 88     -         5.394  (meters)      17.70   (feet)  ADJUSTED  
 DD2269  ___________________________________________________________________
 DD2269  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DD2269  DYNAMIC HT  -           5.388 (meters)      17.68  (feet)  COMP
 DD2269  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DD2269
 DD2269  VERT ORDER  -  FIRST     CLASS II
 DD2269
 DD2269.The horizontal coordinates were scaled from a topographic map and have
 DD2269.an estimated accuracy of +/- 6 seconds.
 DD2269
 DD2269.The orthometric height was determined by differential leveling
 DD2269.and adjusted by the National Geodetic Survey in June 1991..
 DD2269
 DD2269.The geoid height was determined by GEOID03.
 DD2269
 DD2269.The dynamic height is computed by dividing the NAVD 88
 DD2269.geopotential number by the normal gravity value computed on the
 DD2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2269.degrees latitude (g = 980.6199 gals.).
 DD2269
 DD2269.The modeled gravity was interpolated from observed gravity values.
 DD2269
 DD2269;                    North         East    Units  Estimated Accuracy
 DD2269;SPC SC       -   188,820.      766,530.      MT  (+/- 180 meters Scaled)
 DD2269
 DD2269                          SUPERSEDED SURVEY CONTROL
 DD2269
 DD2269  NGVD 29 (03/21/89)    5.699  (m)           18.70   (f) ADJUSTED    1 2
 DD2269
 DD2269.Superseded values are not recommended for survey control.
 DD2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2269.See file dsdata.txt to determine how the superseded data were derived.
 DD2269
 DD2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT569107(NAD 83)
 DD2269_MARKER: DD = SURVEY DISK
 DD2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2269_SP_SET: CONCRETE POST
 DD2269_STAMPING: VERT 22 164 1987
 DD2269_MARK LOGO: SCGS  
 DD2269_PROJECTION: FLUSH
 DD2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2269+STABILITY: SURFACE MOTION
 DD2269
 DD2269  HISTORY     - Date     Condition        Report By
 DD2269  HISTORY     - 1987     MONUMENTED       SCGS
 DD2269  HISTORY     - 19940615 GOOD             USPSQD
 DD2269
 DD2269                          STATION DESCRIPTION
 DD2269
 DD2269'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2269'16.6 KM (10.3 MI) NORTH FROM GEORGETOWN.
 DD2269'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2269'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2269'(CHURCH STREET) IN GEORGETOWN, THENCE 6.1 KM (3.8 MI) NORTHWEST ALONG
 DD2269'STATE ROAD 4, SET NEAR A POWER POLE WITH A TRANSFORMER, SECURITY
 DD2269'LIGHT AND A GUY WIRE IN THE EAST ANGLE OF A SAND CROSSROAD, 2.05
 DD2269'METERS (6.7 FT) SOUTHEAST OF THE POLE, 12.7 METERS (41.7 FT)
 DD2269'EAST-NORTHEAST OF THE CENTER OF THE ROAD, 9.7 METERS (31.8 FT)
 DD2269'SOUTH-SOUTHEAST OF THE CENTER OF THE SAND ROAD, 17.3 METERS (56.8 FT)
 DD2269'WEST OF THE WEST CORNER OF THE GARAGE OF A BRICK HOUSE, 17.7 METERS
 DD2269'(58.1 FT) NORTH-NORTHWEST OF THE NORTH-NORTHWEST EDGE OF A SIDEWALK
 DD2269'LEADING TO THE HOUSE.
 DD2269'THE MARK IS 2.05 METERS  SE FROM  A WITNESS POST
 DD2269'THE MARK IS 0.1 M BELOW ROAD 4.
 DD2269
 DD2269                          STATION RECOVERY (1994)
 DD2269
 DD2269'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2270 ***********************************************************************
 DD2270  DESIGNATION -  22 165
 DD2270  PID         -  DD2270
 DD2270  STATE/COUNTY-  SC/GEORGETOWN
 DD2270  USGS QUAD   -  CARVERS BAY (1973)
 DD2270
 DD2270                         *CURRENT SURVEY CONTROL
 DD2270  ___________________________________________________________________
 DD2270* NAD 83(1986)-  33 32 20.     (N)    079 19 25.     (W)     SCALED    
 DD2270* NAVD 88     -         6.036  (meters)      19.80   (feet)  ADJUSTED  
 DD2270  ___________________________________________________________________
 DD2270  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DD2270  DYNAMIC HT  -           6.030 (meters)      19.78  (feet)  COMP
 DD2270  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 DD2270
 DD2270  VERT ORDER  -  FIRST     CLASS II
 DD2270
 DD2270.The horizontal coordinates were scaled from a topographic map and have
 DD2270.an estimated accuracy of +/- 6 seconds.
 DD2270
 DD2270.The orthometric height was determined by differential leveling
 DD2270.and adjusted by the National Geodetic Survey in June 1991..
 DD2270
 DD2270.The geoid height was determined by GEOID03.
 DD2270
 DD2270.The dynamic height is computed by dividing the NAVD 88
 DD2270.geopotential number by the normal gravity value computed on the
 DD2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2270.degrees latitude (g = 980.6199 gals.).
 DD2270
 DD2270.The modeled gravity was interpolated from observed gravity values.
 DD2270
 DD2270;                    North         East    Units  Estimated Accuracy
 DD2270;SPC SC       -   190,400.      765,270.      MT  (+/- 180 meters Scaled)
 DD2270
 DD2270                          SUPERSEDED SURVEY CONTROL
 DD2270
 DD2270  NGVD 29 (03/21/89)    6.342  (m)           20.81   (f) ADJUSTED    1 2
 DD2270
 DD2270.Superseded values are not recommended for survey control.
 DD2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2270.See file dsdata.txt to determine how the superseded data were derived.
 DD2270
 DD2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT556122(NAD 83)
 DD2270_MARKER: DD = SURVEY DISK
 DD2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2270_SP_SET: CONCRETE POST
 DD2270_STAMPING: VERT 22 165 1987
 DD2270_MARK LOGO: SCGS  
 DD2270_PROJECTION: RECESSED 2 CENTIMETERS
 DD2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2270+STABILITY: SURFACE MOTION
 DD2270
 DD2270  HISTORY     - Date     Condition        Report By
 DD2270  HISTORY     - 1987     MONUMENTED       SCGS
 DD2270  HISTORY     - 19940615 GOOD             USPSQD
 DD2270
 DD2270                          STATION DESCRIPTION
 DD2270
 DD2270'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2270'18.4 KM (11.45 MI) NORTH FROM GEORGETOWN.
 DD2270'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2270'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2270'(CHURCH STREET) IN GEORGETOWN, THENCE 8.2 KM (5.1 MI) NORTHWEST ALONG
 DD2270'STATE ROAD 4, SET NEAR A CHAIN LINK FENCE LEADING TO A BRICK HOUSE,
 DD2270'0.9 KM (0.55 MI) NORTHWEST OF THE JUNCTION OF STATE ROAD 458, 21.5
 DD2270'METERS (70.5 FT) NORTHEAST OF THE CENTER OF THE ROAD, 25.5 METERS
 DD2270'(83.7 FT) SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 11.7 METERS
 DD2270'(38.4 FT) EAST OF A 40-INCH LIVE OAK TREE, 24.4 METERS (80.1 FT)
 DD2270'WEST-SOUTHWEST OF THE WEST CORNER OF A TWO-STALL GARAGE, 0.7 METER
 DD2270'(2.3 FT) SOUTH-SOUTHEAST OF THE FENCE, 13.8 METERS (45.3 FT)
 DD2270'EAST-SOUTHEAST OF A POWER POLE.
 DD2270'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2270
 DD2270                          STATION RECOVERY (1994)
 DD2270
 DD2270'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2273 ***********************************************************************
 DD2273  DESIGNATION -  22 166
 DD2273  PID         -  DD2273
 DD2273  STATE/COUNTY-  SC/GEORGETOWN
 DD2273  USGS QUAD   -  CARVERS BAY (1973)
 DD2273
 DD2273                         *CURRENT SURVEY CONTROL
 DD2273  ___________________________________________________________________
 DD2273* NAD 83(1986)-  33 33 37.     (N)    079 20 39.     (W)     SCALED    
 DD2273* NAVD 88     -         5.756  (meters)      18.88   (feet)  ADJUSTED  
 DD2273  ___________________________________________________________________
 DD2273  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DD2273  DYNAMIC HT  -           5.750 (meters)      18.86  (feet)  COMP
 DD2273  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 DD2273
 DD2273  VERT ORDER  -  FIRST     CLASS II
 DD2273
 DD2273.The horizontal coordinates were scaled from a topographic map and have
 DD2273.an estimated accuracy of +/- 6 seconds.
 DD2273
 DD2273.The orthometric height was determined by differential leveling
 DD2273.and adjusted by the National Geodetic Survey in June 1991..
 DD2273
 DD2273.The geoid height was determined by GEOID03.
 DD2273
 DD2273.The dynamic height is computed by dividing the NAVD 88
 DD2273.geopotential number by the normal gravity value computed on the
 DD2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2273.degrees latitude (g = 980.6199 gals.).
 DD2273
 DD2273.The modeled gravity was interpolated from observed gravity values.
 DD2273
 DD2273;                    North         East    Units  Estimated Accuracy
 DD2273;SPC SC       -   192,740.      763,320.      MT  (+/- 180 meters Scaled)
 DD2273
 DD2273                          SUPERSEDED SURVEY CONTROL
 DD2273
 DD2273  NGVD 29 (03/21/89)    6.061  (m)           19.89   (f) ADJUSTED    1 2
 DD2273
 DD2273.Superseded values are not recommended for survey control.
 DD2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2273.See file dsdata.txt to determine how the superseded data were derived.
 DD2273
 DD2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT537146(NAD 83)
 DD2273_MARKER: DD = SURVEY DISK
 DD2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2273_SP_SET: CONCRETE POST
 DD2273_STAMPING: VERT 22 166 1987
 DD2273_MARK LOGO: SCGS  
 DD2273_PROJECTION: FLUSH
 DD2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2273+STABILITY: SURFACE MOTION
 DD2273
 DD2273  HISTORY     - Date     Condition        Report By
 DD2273  HISTORY     - 1987     MONUMENTED       SCGS
 DD2273  HISTORY     - 19940615 GOOD             USPSQD
 DD2273
 DD2273                          STATION DESCRIPTION
 DD2273
 DD2273'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2273'21.1 KM (13.1 MI) NNW FROM GEORGETOWN.
 DD2273'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2273'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2273'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2273'ALONG STATE ROAD 4, THENCE 0.15 KM (0.1 MI) WEST ALONG STATE ROAD 6,
 DD2273'SET NEAR THE SOUTHEAST CORNER OF AND IN LINE WITH THE FRONT FACE OF A
 DD2273'BRICK HOUSE, 29.45 METERS (96.6 FT) NORTH OF THE CENTER OF THE ROAD,
 DD2273'3.45 METERS (11.3 FT) EAST OF THE CORNER, 20.45 METERS (67.1 FT)
 DD2273'EAST-NORTHEAST OF A 35-INCH LIVE OAK TREE, 8.3 METERS (27.2 FT)
 DD2273'SOUTHWEST OF A 9-INCH PECAN TREE.
 DD2273'THE MARK IS 0.4 M ABOVE THE ROAD.
 DD2273
 DD2273                          STATION RECOVERY (1994)
 DD2273
 DD2273'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2274 ***********************************************************************
 DD2274  DESIGNATION -  22 167
 DD2274  PID         -  DD2274
 DD2274  STATE/COUNTY-  SC/GEORGETOWN
 DD2274  USGS QUAD   -  CARVERS BAY (1973)
 DD2274
 DD2274                         *CURRENT SURVEY CONTROL
 DD2274  ___________________________________________________________________
 DD2274* NAD 83(1986)-  33 33 35.     (N)    079 21 32.     (W)     SCALED    
 DD2274* NAVD 88     -         5.479  (meters)      17.98   (feet)  ADJUSTED  
 DD2274  ___________________________________________________________________
 DD2274  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DD2274  DYNAMIC HT  -           5.474 (meters)      17.96  (feet)  COMP
 DD2274  MODELED GRAV-     979,590.9   (mgal)                       NAVD 88
 DD2274
 DD2274  VERT ORDER  -  FIRST     CLASS II
 DD2274
 DD2274.The horizontal coordinates were scaled from a topographic map and have
 DD2274.an estimated accuracy of +/- 6 seconds.
 DD2274
 DD2274.The orthometric height was determined by differential leveling
 DD2274.and adjusted by the National Geodetic Survey in June 1991..
 DD2274
 DD2274.The geoid height was determined by GEOID03.
 DD2274
 DD2274.The dynamic height is computed by dividing the NAVD 88
 DD2274.geopotential number by the normal gravity value computed on the
 DD2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2274.degrees latitude (g = 980.6199 gals.).
 DD2274
 DD2274.The modeled gravity was interpolated from observed gravity values.
 DD2274
 DD2274;                    North         East    Units  Estimated Accuracy
 DD2274;SPC SC       -   192,660.      761,950.      MT  (+/- 180 meters Scaled)
 DD2274
 DD2274                          SUPERSEDED SURVEY CONTROL
 DD2274
 DD2274  NGVD 29 (03/21/89)    5.785  (m)           18.98   (f) ADJUSTED    1 2
 DD2274
 DD2274.Superseded values are not recommended for survey control.
 DD2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2274.See file dsdata.txt to determine how the superseded data were derived.
 DD2274
 DD2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT523145(NAD 83)
 DD2274_MARKER: DD = SURVEY DISK
 DD2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2274_SP_SET: CONCRETE POST
 DD2274_STAMPING: VERT 22 167 1987
 DD2274_MARK LOGO: SCGS  
 DD2274_PROJECTION: FLUSH
 DD2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2274+STABILITY: SURFACE MOTION
 DD2274
 DD2274  HISTORY     - Date     Condition        Report By
 DD2274  HISTORY     - 1987     MONUMENTED       SCGS
 DD2274  HISTORY     - 19940615 GOOD             USPSQD
 DD2274
 DD2274                          STATION DESCRIPTION
 DD2274
 DD2274'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2274'21.4 KM (13.3 MI) NNW FROM GEORGETOWN.
 DD2274'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2274'STREET) FROM THE JUNCTION OF U.S. HIGWHAYS 17 AND 17 ALTERNATE
 DD2274'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2274'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2274'6, SET NEAR A FIRE HYDRANT IN THE SOUTHEAST ANGLE OF STATE ROAD 179,
 DD2274'16.0 METERS (52.5 FT) SOUTH OF THE CENTER OF ROAD 6, 16.0 METERS
 DD2274'(52.5 FT) EAST OF THE CENTER OF ROAD 179, 8.85 METERS (29.0 FT)
 DD2274'EAST-NORTHEAST OF THE FIRE HYDRANT, 22.8 METERS (74.8 FT)
 DD2274'NORTH-NORTHWEST OF A 52-INCH OAK TREE, 30.25 METERS (99.2 FT)
 DD2274'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A SCREENED PORCH OF A
 DD2274'SHINGLE-SIDED HOUSE.
 DD2274'THE MARK IS 8.65 METERS  ENE FROM  A WITNESS POST
 DD2274'THE MARK IS 0.6 M BELOW ROAD 179.
 DD2274
 DD2274                          STATION RECOVERY (1994)
 DD2274
 DD2274'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2275 ***********************************************************************
 DD2275  DESIGNATION -  22 168
 DD2275  PID         -  DD2275
 DD2275  STATE/COUNTY-  SC/GEORGETOWN
 DD2275  USGS QUAD   -  CARVERS BAY (1973)
 DD2275
 DD2275                         *CURRENT SURVEY CONTROL
 DD2275  ___________________________________________________________________
 DD2275* NAD 83(1986)-  33 32 52.     (N)    079 21 33.     (W)     SCALED    
 DD2275* NAVD 88     -         5.651  (meters)      18.54   (feet)  ADJUSTED  
 DD2275  ___________________________________________________________________
 DD2275  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DD2275  DYNAMIC HT  -           5.645 (meters)      18.52  (feet)  COMP
 DD2275  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 DD2275
 DD2275  VERT ORDER  -  FIRST     CLASS II
 DD2275
 DD2275.The horizontal coordinates were scaled from a topographic map and have
 DD2275.an estimated accuracy of +/- 6 seconds.
 DD2275
 DD2275.The orthometric height was determined by differential leveling
 DD2275.and adjusted by the National Geodetic Survey in June 1991..
 DD2275
 DD2275.The geoid height was determined by GEOID03.
 DD2275
 DD2275.The dynamic height is computed by dividing the NAVD 88
 DD2275.geopotential number by the normal gravity value computed on the
 DD2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2275.degrees latitude (g = 980.6199 gals.).
 DD2275
 DD2275.The modeled gravity was interpolated from observed gravity values.
 DD2275
 DD2275;                    North         East    Units  Estimated Accuracy
 DD2275;SPC SC       -   191,340.      761,950.      MT  (+/- 180 meters Scaled)
 DD2275
 DD2275                          SUPERSEDED SURVEY CONTROL
 DD2275
 DD2275  NGVD 29 (03/21/89)    5.957  (m)           19.54   (f) ADJUSTED    1 2
 DD2275
 DD2275.Superseded values are not recommended for survey control.
 DD2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2275.See file dsdata.txt to determine how the superseded data were derived.
 DD2275
 DD2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT523132(NAD 83)
 DD2275_MARKER: DD = SURVEY DISK
 DD2275_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD2275_SP_SET: DECK ABOVE ABUTMENT OF A BRIDG
 DD2275_STAMPING: VERT 22 168 1987
 DD2275_MARK LOGO: SCGS  
 DD2275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2275
 DD2275  HISTORY     - Date     Condition        Report By
 DD2275  HISTORY     - 1987     MONUMENTED       SCGS
 DD2275  HISTORY     - 19940615 GOOD             USPSQD
 DD2275
 DD2275                          STATION DESCRIPTION
 DD2275
 DD2275'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2275'20.1 KM (12.5 MI) NNW FROM GEORGETOWN.
 DD2275'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2275'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2275'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2275'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2275'6, THENCE 1.35 KM (0.85 MI) SOUTHERLY ALONG STATE ROAD 179, SET IN
 DD2275'THE DECK ABOVE THE ABUTMENT NEAR THE SOUTHWEST CORNER OF THE BRIDGE
 DD2275'OVER THE BLACK RIVER, 0.35 METER (1.1 FT) NORTH OF THE SOUTH END OF
 DD2275'THE BRIDGE, 4.4 METERS (14.4 FT) WEST OF THE CENTER OF THE ROAD.
 DD2275'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST
 DD2275'THE MARK IS ABOVE LEVEL WITH THE DECK.
 DD2275
 DD2275                          STATION RECOVERY (1994)
 DD2275
 DD2275'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2279 ***********************************************************************
 DD2279  DESIGNATION -  22 169
 DD2279  PID         -  DD2279
 DD2279  STATE/COUNTY-  SC/GEORGETOWN
 DD2279  USGS QUAD   -  CARVERS BAY (1973)
 DD2279
 DD2279                         *CURRENT SURVEY CONTROL
 DD2279  ___________________________________________________________________
 DD2279* NAD 83(1986)-  33 30 35.     (N)    079 21 32.     (W)     SCALED    
 DD2279* NAVD 88     -         4.739  (meters)      15.55   (feet)  ADJUSTED  
 DD2279  ___________________________________________________________________
 DD2279  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DD2279  DYNAMIC HT  -           4.734 (meters)      15.53  (feet)  COMP
 DD2279  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 DD2279
 DD2279  VERT ORDER  -  FIRST     CLASS II
 DD2279
 DD2279.The horizontal coordinates were scaled from a topographic map and have
 DD2279.an estimated accuracy of +/- 6 seconds.
 DD2279
 DD2279.The orthometric height was determined by differential leveling
 DD2279.and adjusted by the National Geodetic Survey in June 1991..
 DD2279
 DD2279.The geoid height was determined by GEOID03.
 DD2279
 DD2279.The dynamic height is computed by dividing the NAVD 88
 DD2279.geopotential number by the normal gravity value computed on the
 DD2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2279.degrees latitude (g = 980.6199 gals.).
 DD2279
 DD2279.The modeled gravity was interpolated from observed gravity values.
 DD2279
 DD2279;                    North         East    Units  Estimated Accuracy
 DD2279;SPC SC       -   187,120.      762,040.      MT  (+/- 180 meters Scaled)
 DD2279
 DD2279                          SUPERSEDED SURVEY CONTROL
 DD2279
 DD2279  NGVD 29 (03/21/89)    5.044  (m)           16.55   (f) ADJUSTED    1 2
 DD2279
 DD2279.Superseded values are not recommended for survey control.
 DD2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2279.See file dsdata.txt to determine how the superseded data were derived.
 DD2279
 DD2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT524090(NAD 83)
 DD2279_MARKER: DD = SURVEY DISK
 DD2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2279_SP_SET: CONCRETE POST
 DD2279_STAMPING: VERT 22 169 1987
 DD2279_MARK LOGO: SCGS  
 DD2279_PROJECTION: RECESSED 4 CENTIMETERS
 DD2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2279+STABILITY: SURFACE MOTION
 DD2279
 DD2279  HISTORY     - Date     Condition        Report By
 DD2279  HISTORY     - 1987     MONUMENTED       SCGS
 DD2279  HISTORY     - 19940615 GOOD             USPSQD
 DD2279  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2279
 DD2279                          STATION DESCRIPTION
 DD2279
 DD2279'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2279'16.3 KM (10.1 MI) NNW FROM GEORGETOWN.
 DD2279'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2279'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2279'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2279'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2279'6, THENCE 5.95 KM (3.7 MI) SOUTHERLY ALONG STATE ROAD 179, SET NEAR
 DD2279'THE SOUTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING A WATER TANK
 DD2279'IN THE NORTHEAST ANGLE OF A SAND ROAD LEADING EAST, 1.2 KM (0.75 MI)
 DD2279'NORTHNORTHEAST OF THE JUNCTION OF STATE HIGHWAY 51, 0.73 METER (2.4
 DD2279'FT) SOUTH-SOUTHWEST OF THE CORNER OF THE FENCE, 16.4 METERS (53.8 FT)
 DD2279'EAST-SOUTHEAST OF THE CENTER OF THE ROAD, 31.0 METERS (101.7 FT)
 DD2279'NORTH-NORTHWEST OF THE CENTER OF THE SAND ROAD, 11.0 METERS (36.1 FT)
 DD2279'SOUTHEAST OF THE SOUTH END OF A 12-INCH PIPE CULVERT BENEATH THE
 DD2279'DRIVEWAY TO THE TANK.
 DD2279'THE MARK IS 1.13 METERS  SSW FROM  A WITNESS POST
 DD2279'THE MARK IS ABOVE LEVEL WITH ROAD 179.
 DD2279
 DD2279                          STATION RECOVERY (1994)
 DD2279
 DD2279'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2279'RECOVERED IN GOOD CONDITION.
 DD2279
 DD2279                          STATION RECOVERY (2006)
 DD2279
 DD2279'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2279'SEARCHED 20 MINUTES, PULLED TAPE FROM AVAILABLE REFERENCES, PRESUMED
 DD2279'DESTROYED BY NEW BUILDING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2057 ***********************************************************************
 DD2057  DESIGNATION -  22 170
 DD2057  PID         -  DD2057
 DD2057  STATE/COUNTY-  SC/GEORGETOWN
 DD2057  USGS QUAD   -  JAMESTOWN (1973)
 DD2057
 DD2057                         *CURRENT SURVEY CONTROL
 DD2057  ___________________________________________________________________
 DD2057* NAD 83(1986)-  33 21 27.     (N)    079 38 49.     (W)     SCALED    
 DD2057* NAVD 88     -         8.813  (meters)      28.91   (feet)  ADJUSTED  
 DD2057  ___________________________________________________________________
 DD2057  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DD2057  DYNAMIC HT  -           8.803 (meters)      28.88  (feet)  COMP
 DD2057  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DD2057
 DD2057  VERT ORDER  -  FIRST     CLASS II
 DD2057
 DD2057.The horizontal coordinates were scaled from a topographic map and have
 DD2057.an estimated accuracy of +/- 6 seconds.
 DD2057
 DD2057.The orthometric height was determined by differential leveling
 DD2057.and adjusted by the National Geodetic Survey in June 1994..
 DD2057
 DD2057.The geoid height was determined by GEOID03.
 DD2057
 DD2057.The dynamic height is computed by dividing the NAVD 88
 DD2057.geopotential number by the normal gravity value computed on the
 DD2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2057.degrees latitude (g = 980.6199 gals.).
 DD2057
 DD2057.The modeled gravity was interpolated from observed gravity values.
 DD2057
 DD2057;                    North         East    Units  Estimated Accuracy
 DD2057;SPC SC       -   169,850.      735,510.      MT  (+/- 180 meters Scaled)
 DD2057
 DD2057                          SUPERSEDED SURVEY CONTROL
 DD2057
 DD2057  NAVD 88 (06/15/91)    8.817  (m)           28.93   (f) UNKNOWN     1 2
 DD2057  NGVD 29 (03/21/89)    9.118  (m)           29.91   (f) ADJUSTED    1 2
 DD2057
 DD2057.Superseded values are not recommended for survey control.
 DD2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2057.See file dsdata.txt to determine how the superseded data were derived.
 DD2057
 DD2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS258917(NAD 83)
 DD2057_MARKER: DD = SURVEY DISK
 DD2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2057_SP_SET: CONCRETE POST
 DD2057_STAMPING: VERT 22 170 1987
 DD2057_MARK LOGO: SCGS  
 DD2057_PROJECTION: FLUSH
 DD2057_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2057+STABILITY: SURFACE MOTION
 DD2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2057+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DD2057
 DD2057  HISTORY     - Date     Condition        Report By
 DD2057  HISTORY     - 1987     MONUMENTED       SCGS
 DD2057  HISTORY     - 19930504 GOOD             SCGS
 DD2057  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 DD2057  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 DD2057
 DD2057                          STATION DESCRIPTION
 DD2057
 DD2057'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2057'9.0 KM (5.6 MI) NNE FROM JAMESTOWN.
 DD2057'9.4 KM (5.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD2057'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 DD2057'STATE HIGHWAY 45 IN JAMESTOWN TO THE JUNCTION OF U.S. HIGHWAY 17
 DD2057'ALTERNATE, THENCE 0.7 KM (0.45 MI) EAST-SOUTHEAST ALONG HIGHWAY 17
 DD2057'ALTERNATE, SET NEAR THE SOUTHWEST END OF A HEADSTONE (STAGGERS,
 DD2057'KELLEY AND ALPHIE) IN A SMALL CEMETERY BEHIND AN ABANDONED,
 DD2057'DILAPITATED CHURCH (SAINT MARYS), 42.05 METERS (138.0 FT)
 DD2057'NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY, 0.46 METER (1.5 FT)
 DD2057'SOUTHWEST OF THE END OF THE BASE OF THE HEADSTONE, 9.1 METERS (29.9
 DD2057'FT) EAST-NORTHEAST OF THE EAST CORNER OF THE CHURCH, 9.25 METERS
 DD2057'(30.3 FT) SOUTHWEST OF A DOUBLE-TRUNKED HOLLY TREE, 27.25 METERS
 DD2057'(89.4 FT) SOUTH-SOUTHWEST OF A 28-INCH WILLOW OAK TREE.
 DD2057
 DD2057                          STATION RECOVERY (1993)
 DD2057
 DD2057'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2057'STATION IS LOCATED 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN,
 DD2057'8.2 MILES (13.2 KM) SOUTHWEST OF ANDREWS. OWNERSHIP--UNKNOWN. TO
 DD2057'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD2057'(SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE ROAD), 5.6
 DD2057'MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO SOUTHEAST ON HIGHWAY
 DD2057'17 ALTERNATE FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE LEFT NEAR A
 DD2057'HEADSTONE IN THE CENTER OF A CEMETERY SURROUNDED BY A CHAIN LINK
 DD2057'FENCE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 DD2057'WITH THE HIGHWAY, 138.8 FEET (42.3 M) NORTHEAST OF THE CENTER OF THE
 DD2057'HIGHWAY, 1.6 FEET (0.5 M) SOUTH SOUTHWEST OF THE WEST CORNER OF THE
 DD2057'GRANITE BASE OF A HEADSTONE INSCRIBED STAGGERS, KELLY AND ALPHIA,
 DD2057'109.3 FEET (33.3 M) NORTH NORTHEAST OF THE SOUTH CHAIN LINK FENCE
 DD2057'CORNER POST, 36.5 FEET (11.1 M) SOUTH SOUTHEAST OF A 0.5-FOOT LIVE
 DD2057'OAK TREE. RECOVERED BY T. HALL.
 DD2057
 DD2057                          STATION RECOVERY (1994)
 DD2057
 DD2057'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2057'MARK NOT FOUND.
 DD2057
 DD2057                          STATION RECOVERY (2004)
 DD2057
 DD2057'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2057'CEMETARY SURROUNDED WITH CHAIN LINK FENCE AND LOCKED GATE.  NO ACCESS
 DD2057'POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2056 ***********************************************************************
 DD2056  DESIGNATION -  22 171
 DD2056  PID         -  DD2056
 DD2056  STATE/COUNTY-  SC/GEORGETOWN
 DD2056  USGS QUAD   -  JAMESTOWN (1973)
 DD2056
 DD2056                         *CURRENT SURVEY CONTROL
 DD2056  ___________________________________________________________________
 DD2056* NAD 83(1986)-  33 20 58.     (N)    079 37 54.     (W)     SCALED    
 DD2056* NAVD 88     -        10.274  (meters)      33.71   (feet)  ADJUSTED  
 DD2056  ___________________________________________________________________
 DD2056  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DD2056  DYNAMIC HT  -          10.263 (meters)      33.67  (feet)  COMP
 DD2056  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DD2056
 DD2056  VERT ORDER  -  FIRST     CLASS II
 DD2056
 DD2056.The horizontal coordinates were scaled from a topographic map and have
 DD2056.an estimated accuracy of +/- 6 seconds.
 DD2056
 DD2056.The orthometric height was determined by differential leveling
 DD2056.and adjusted by the National Geodetic Survey in June 1991..
 DD2056
 DD2056.The geoid height was determined by GEOID03.
 DD2056
 DD2056.The dynamic height is computed by dividing the NAVD 88
 DD2056.geopotential number by the normal gravity value computed on the
 DD2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2056.degrees latitude (g = 980.6199 gals.).
 DD2056
 DD2056.The modeled gravity was interpolated from observed gravity values.
 DD2056
 DD2056;                    North         East    Units  Estimated Accuracy
 DD2056;SPC SC       -   168,980.      736,940.      MT  (+/- 180 meters Scaled)
 DD2056
 DD2056                          SUPERSEDED SURVEY CONTROL
 DD2056
 DD2056  NGVD 29 (03/21/89)   10.576  (m)           34.70   (f) ADJUSTED    1 2
 DD2056
 DD2056.Superseded values are not recommended for survey control.
 DD2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2056.See file dsdata.txt to determine how the superseded data were derived.
 DD2056
 DD2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS273908(NAD 83)
 DD2056_MARKER: DD = SURVEY DISK
 DD2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2056_SP_SET: CONCRETE POST
 DD2056_STAMPING: VERT 22 171 1987
 DD2056_MARK LOGO: SCGS  
 DD2056_PROJECTION: RECESSED 2 CENTIMETERS
 DD2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2056+STABILITY: SURFACE MOTION
 DD2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2056+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2056
 DD2056  HISTORY     - Date     Condition        Report By
 DD2056  HISTORY     - 1987     MONUMENTED       SCGS
 DD2056  HISTORY     - 19940612 GOOD             USPSQD
 DD2056  HISTORY     - 20040605 GOOD             USPSQD
 DD2056
 DD2056                          STATION DESCRIPTION
 DD2056
 DD2056'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2056'9.1 KM (5.65 MI) NE FROM JAMESTOWN.
 DD2056'9.4 KM (5.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD2056'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 DD2056'STATE HIGHWAY 45 IN JAMESTOWN TO THE JUNCTION OF U.S. HIGHWAY 17
 DD2056'ALTERNATE, THENCE 2.4 KM (1.5 MI) EAST-SOUTHEAST ALONG HIGHWAY 17
 DD2056'ALTERNATE, SET NEAR THE SOUTHEAST END OF A ROW OF THREE 12-INCH CEDAR
 DD2056'TREES BETWEEN THE HIGHWAY AND A SMALL CEMETERY, 0.5 KM (0.3 MI)
 DD2056'SOUTHEAST OF THE SEABOARD COAST LINE RAILROAD CROSSING, 20.3 METERS
 DD2056'(66.6 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 7.46 METERS (24.5
 DD2056'FT) EAST-SOUTHEAST OF THE SOUTHEASTERN-MOST CEDAR TREE, 8.7 METERS
 DD2056'(28.5 FT) WEST-NORTHWEST OF THE CENTER OF THE SOUTHEAST DRIVEWAY
 DD2056'THROUGH THE CEMETERY, 18.5 METERS (60.7 FT) NORTH-NORTHWEST OF A
 DD2056'POWER POLE.
 DD2056'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2056
 DD2056                          STATION RECOVERY (1994)
 DD2056
 DD2056'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2056'RECOVERED IN GOOD CONDITION.
 DD2056
 DD2056                          STATION RECOVERY (2004)
 DD2056
 DD2056'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2055 ***********************************************************************
 DD2055  DESIGNATION -  22 172
 DD2055  PID         -  DD2055
 DD2055  STATE/COUNTY-  SC/GEORGETOWN
 DD2055  USGS QUAD   -  CEDAR CREEK (1973)
 DD2055
 DD2055                         *CURRENT SURVEY CONTROL
 DD2055  ___________________________________________________________________
 DD2055* NAD 83(1986)-  33 20 17.     (N)    079 36 44.     (W)     SCALED    
 DD2055* NAVD 88     -        10.424  (meters)      34.20   (feet)  ADJUSTED  
 DD2055  ___________________________________________________________________
 DD2055  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DD2055  DYNAMIC HT  -          10.413 (meters)      34.16  (feet)  COMP
 DD2055  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 DD2055
 DD2055  VERT ORDER  -  FIRST     CLASS II
 DD2055
 DD2055.The horizontal coordinates were scaled from a topographic map and have
 DD2055.an estimated accuracy of +/- 6 seconds.
 DD2055
 DD2055.The orthometric height was determined by differential leveling
 DD2055.and adjusted by the National Geodetic Survey in June 1991..
 DD2055
 DD2055.The geoid height was determined by GEOID03.
 DD2055
 DD2055.The dynamic height is computed by dividing the NAVD 88
 DD2055.geopotential number by the normal gravity value computed on the
 DD2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2055.degrees latitude (g = 980.6199 gals.).
 DD2055
 DD2055.The modeled gravity was interpolated from observed gravity values.
 DD2055
 DD2055;                    North         East    Units  Estimated Accuracy
 DD2055;SPC SC       -   167,740.      738,770.      MT  (+/- 180 meters Scaled)
 DD2055
 DD2055                          SUPERSEDED SURVEY CONTROL
 DD2055
 DD2055  NGVD 29 (03/21/89)   10.726  (m)           35.19   (f) ADJUSTED    1 2
 DD2055
 DD2055.Superseded values are not recommended for survey control.
 DD2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2055.See file dsdata.txt to determine how the superseded data were derived.
 DD2055
 DD2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS291896(NAD 83)
 DD2055_MARKER: DD = SURVEY DISK
 DD2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2055_SP_SET: CONCRETE POST
 DD2055_STAMPING: VERT 22 172 1987
 DD2055_MARK LOGO: SCGS  
 DD2055_PROJECTION: FLUSH
 DD2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2055+STABILITY: SURFACE MOTION
 DD2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2055+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2055
 DD2055  HISTORY     - Date     Condition        Report By
 DD2055  HISTORY     - 1987     MONUMENTED       SCGS
 DD2055  HISTORY     - 19940612 GOOD             USPSQD
 DD2055  HISTORY     - 20040605 GOOD             USPSQD
 DD2055
 DD2055                          STATION DESCRIPTION
 DD2055
 DD2055'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2055'9.5 KM (5.9 MI) NE FROM JAMESTOWN.
 DD2055'9.4 KM (5.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD2055'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHAY 17 ALTERNATE AND
 DD2055'STATE HIGHWAY 45 IN JAMESTOWN TO THE JUNCTION OF U.S. HIGHWAY 17
 DD2055'ALTERNATE, THENCE 4.6 KM (2.85 MI) SOUTHEASTERLY ALONG HIGHWAY 17
 DD2055'ALTERNATE, SET NEAR THE EAST CORNER OF A SHINGLE-SIDED HOUSE WITH A
 DD2055'CONCRETE BLOCK FOUNDATION AND A BRICK FRONT PORCH WITH FOUR BRICK
 DD2055'PILLARS, 22.8 METERS (74.8 FT) SOUTHWEST OF THE CENTER OF THE
 DD2055'HIGHWAY, 0.6 METER (2.0 FT) SOUTH OF THE EAST CORNER OF THE PORCH,
 DD2055'10.5 METERS (34.4 FT) WEST OF A POWER POLE SERVICING THE HOUSE, 7.3
 DD2055'METERS (24.0 FT) NORTH-NORTHWEST OF A MULTI-TRUNKED 26-INCH CEDAR
 DD2055'TREE.
 DD2055'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2055
 DD2055                          STATION RECOVERY (1994)
 DD2055
 DD2055'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2055'RECOVERED IN GOOD CONDITION.
 DD2055
 DD2055                          STATION RECOVERY (2004)
 DD2055
 DD2055'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2054 ***********************************************************************
 DD2054  DESIGNATION -  22 173
 DD2054  PID         -  DD2054
 DD2054  STATE/COUNTY-  SC/GEORGETOWN
 DD2054  USGS QUAD   -  CEDAR CREEK (1973)
 DD2054
 DD2054                         *CURRENT SURVEY CONTROL
 DD2054  ___________________________________________________________________
 DD2054* NAD 83(1986)-  33 19 50.     (N)    079 35 57.     (W)     SCALED    
 DD2054* NAVD 88     -        10.866  (meters)      35.65   (feet)  ADJUSTED  
 DD2054  ___________________________________________________________________
 DD2054  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DD2054  DYNAMIC HT  -          10.854 (meters)      35.61  (feet)  COMP
 DD2054  MODELED GRAV-     979,569.6   (mgal)                       NAVD 88
 DD2054
 DD2054  VERT ORDER  -  FIRST     CLASS II
 DD2054
 DD2054.The horizontal coordinates were scaled from a topographic map and have
 DD2054.an estimated accuracy of +/- 6 seconds.
 DD2054
 DD2054.The orthometric height was determined by differential leveling
 DD2054.and adjusted by the National Geodetic Survey in June 1991..
 DD2054
 DD2054.The geoid height was determined by GEOID03.
 DD2054
 DD2054.The dynamic height is computed by dividing the NAVD 88
 DD2054.geopotential number by the normal gravity value computed on the
 DD2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2054.degrees latitude (g = 980.6199 gals.).
 DD2054
 DD2054.The modeled gravity was interpolated from observed gravity values.
 DD2054
 DD2054;                    North         East    Units  Estimated Accuracy
 DD2054;SPC SC       -   166,920.      739,990.      MT  (+/- 180 meters Scaled)
 DD2054
 DD2054                          SUPERSEDED SURVEY CONTROL
 DD2054
 DD2054  NGVD 29 (03/21/89)   11.168  (m)           36.64   (f) ADJUSTED    1 2
 DD2054
 DD2054.Superseded values are not recommended for survey control.
 DD2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2054.See file dsdata.txt to determine how the superseded data were derived.
 DD2054
 DD2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS303888(NAD 83)
 DD2054_MARKER: DD = SURVEY DISK
 DD2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2054_SP_SET: CONCRETE POST
 DD2054_STAMPING: VERT 22 173 1987
 DD2054_MARK LOGO: SCGS  
 DD2054_PROJECTION: RECESSED 1 CENTIMETERS
 DD2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2054+STABILITY: SURFACE MOTION
 DD2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2054+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2054
 DD2054  HISTORY     - Date     Condition        Report By
 DD2054  HISTORY     - 1987     MONUMENTED       SCGS
 DD2054  HISTORY     - 19940612 GOOD             USPSQD
 DD2054  HISTORY     - 20040605 GOOD             USPSQD
 DD2054
 DD2054                          STATION DESCRIPTION
 DD2054
 DD2054'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2054'10.1 KM (6.25 MI) ENE FROM JAMESTOWN.
 DD2054'9.4 KM (5.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD2054'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 DD2054'STATE HIGHWAY 45 IN JAMESTOWN TO THE JUNCTION OF U.S. HIGHWAY 17
 DD2054'ALTERNATE, THENCE 6.1 KM (3.8 MI) SOUTHEASTERLY AND EAST ALONG
 DD2054'HIGHWAY 17 ALTERNATE, SET NEAR THE SOUTHWEST CORNER OF AND IN LINE
 DD2054'WITH THE WEST SIDE OF A CHAIN LINK FENCE AROUND A BRICK HOUSE, 12.75
 DD2054'METERS (41.8 FT) NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY, 0.54
 DD2054'METER (1.8 FT) SOUTH-SOUTHWEST OF THE FENCE CORNER POST, 5.45 METERS
 DD2054'(17.9 FT) SOUTH-SOUTHWEST OF THE EXTENDED WEST SIDE OF THE HOUSE, 2.4
 DD2054'METERS (7.9 FT) NORTHEAST OF A TELEPHONE POLE NUMBER 10, 2.74 METERS
 DD2054'(9.0 FT) EAST-NORTHEAST OF POWER POLE 3634B WITH A TRANSFORMER, 6.3
 DD2054'METERS (20.7 FT) EAST-SOUTHEAST OF THE CENTER OF A SAND ROAD ALONG
 DD2054'THE WEST SIDE OF THE FENCE.
 DD2054'THE MARK IS 0.51 METERS  SSW FROM  A WITNESS POST
 DD2054'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2054
 DD2054                          STATION RECOVERY (1994)
 DD2054
 DD2054'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2054'RECOVERED IN GOOD CONDITION.
 DD2054
 DD2054                          STATION RECOVERY (2004)
 DD2054
 DD2054'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2053 ***********************************************************************
 DD2053  DESIGNATION -  22 174
 DD2053  PID         -  DD2053
 DD2053  STATE/COUNTY-  SC/GEORGETOWN
 DD2053  USGS QUAD   -  CEDAR CREEK (1973)
 DD2053
 DD2053                         *CURRENT SURVEY CONTROL
 DD2053  ___________________________________________________________________
 DD2053* NAD 83(1986)-  33 19 41.     (N)    079 35 26.     (W)     SCALED    
 DD2053* NAVD 88     -        10.605  (meters)      34.79   (feet)  ADJUSTED  
 DD2053  ___________________________________________________________________
 DD2053  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DD2053  DYNAMIC HT  -          10.594 (meters)      34.76  (feet)  COMP
 DD2053  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DD2053
 DD2053  VERT ORDER  -  FIRST     CLASS II
 DD2053
 DD2053.The horizontal coordinates were scaled from a topographic map and have
 DD2053.an estimated accuracy of +/- 6 seconds.
 DD2053
 DD2053.The orthometric height was determined by differential leveling
 DD2053.and adjusted by the National Geodetic Survey in June 1991..
 DD2053
 DD2053.The geoid height was determined by GEOID03.
 DD2053
 DD2053.The dynamic height is computed by dividing the NAVD 88
 DD2053.geopotential number by the normal gravity value computed on the
 DD2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2053.degrees latitude (g = 980.6199 gals.).
 DD2053
 DD2053.The modeled gravity was interpolated from observed gravity values.
 DD2053
 DD2053;                    North         East    Units  Estimated Accuracy
 DD2053;SPC SC       -   166,660.      740,800.      MT  (+/- 180 meters Scaled)
 DD2053
 DD2053                          SUPERSEDED SURVEY CONTROL
 DD2053
 DD2053  NGVD 29 (03/21/89)   10.907  (m)           35.78   (f) ADJUSTED    1 2
 DD2053
 DD2053.Superseded values are not recommended for survey control.
 DD2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2053.See file dsdata.txt to determine how the superseded data were derived.
 DD2053
 DD2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS311885(NAD 83)
 DD2053_MARKER: DD = SURVEY DISK
 DD2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2053_SP_SET: CONCRETE POST
 DD2053_STAMPING: VERT 22 174 1987
 DD2053_MARK LOGO: SCGS  
 DD2053_PROJECTION: RECESSED 1 CENTIMETERS
 DD2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2053+STABILITY: SURFACE MOTION
 DD2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2053+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2053
 DD2053  HISTORY     - Date     Condition        Report By
 DD2053  HISTORY     - 1987     MONUMENTED       SCGS
 DD2053  HISTORY     - 19940612 GOOD             USPSQD
 DD2053  HISTORY     - 20040605 GOOD             USPSQD
 DD2053
 DD2053                          STATION DESCRIPTION
 DD2053
 DD2053'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2053'10.6 KM (6.6 MI) ENE FROM JAMESTOWN.
 DD2053'9.4 KM (5.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD2053'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 DD2053'STATE HIGHWAY 45 IN JAMESTOWN TO THE JUNCTION OF U.S. HIGHWAY 17
 DD2053'ALTERNATE, THENCE 7.0 KM (4.35 MI) SOUTHEASTERLY AND EAST ALONG
 DD2053'HIGHWAY 17 ALTERNATE, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A GRAVEL
 DD2053'DRIVEWAY TO A MASONITE-SIDED HOUSE WITH A CONCRETE FOUNDATION, SET
 DD2053'NEAR A POWER POLE 3635C WITH A TRANSFORMER AND A GUY WIRE ON THE WEST
 DD2053'SIDE OF THE HOUSE, 1.3 KM (0.8 MI) WEST OF THE JUNCTION OF STATE ROAD
 DD2053'387, 2.1 METERS (6.9 FT) SOUTH OF THE POWER POLE, 10.75 METERS (35.3
 DD2053'FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FOUNDATION, 5.9
 DD2053'METERS (19.4 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN
 DD2053'STORAGE SHED, 3.25 METERS (10.7 FT) WEST-SOUTHWEST OF A 12-INCH
 DD2053'CHINABERRY TREE.
 DD2053'THE MARK IS 2.24 METERS  S FROM  A WITNESS POST
 DD2053'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DD2053
 DD2053                          STATION RECOVERY (1994)
 DD2053
 DD2053'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2053'RECOVERED IN GOOD CONDITION.
 DD2053
 DD2053                          STATION RECOVERY (2004)
 DD2053
 DD2053'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2049 ***********************************************************************
 DD2049  DESIGNATION -  22 175
 DD2049  PID         -  DD2049
 DD2049  STATE/COUNTY-  SC/GEORGETOWN
 DD2049  USGS QUAD   -  CEDAR CREEK (1973)
 DD2049
 DD2049                         *CURRENT SURVEY CONTROL
 DD2049  ___________________________________________________________________
 DD2049* NAD 83(1986)-  33 20 05.     (N)    079 33 40.     (W)     SCALED    
 DD2049* NAVD 88     -        10.098  (meters)      33.13   (feet)  ADJUSTED  
 DD2049  ___________________________________________________________________
 DD2049  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DD2049  DYNAMIC HT  -          10.087 (meters)      33.09  (feet)  COMP
 DD2049  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 DD2049
 DD2049  VERT ORDER  -  FIRST     CLASS II
 DD2049
 DD2049.The horizontal coordinates were scaled from a topographic map and have
 DD2049.an estimated accuracy of +/- 6 seconds.
 DD2049
 DD2049.The orthometric height was determined by differential leveling
 DD2049.and adjusted by the National Geodetic Survey in June 1991..
 DD2049
 DD2049.The geoid height was determined by GEOID03.
 DD2049
 DD2049.The dynamic height is computed by dividing the NAVD 88
 DD2049.geopotential number by the normal gravity value computed on the
 DD2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2049.degrees latitude (g = 980.6199 gals.).
 DD2049
 DD2049.The modeled gravity was interpolated from observed gravity values.
 DD2049
 DD2049;                    North         East    Units  Estimated Accuracy
 DD2049;SPC SC       -   167,430.      743,530.      MT  (+/- 180 meters Scaled)
 DD2049
 DD2049                          SUPERSEDED SURVEY CONTROL
 DD2049
 DD2049  NGVD 29 (03/21/89)   10.401  (m)           34.12   (f) ADJUSTED    1 2
 DD2049
 DD2049.Superseded values are not recommended for survey control.
 DD2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2049.See file dsdata.txt to determine how the superseded data were derived.
 DD2049
 DD2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS339893(NAD 83)
 DD2049_MARKER: DD = SURVEY DISK
 DD2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2049_SP_SET: CONCRETE POST
 DD2049_STAMPING: VERT 22 175 1987
 DD2049_MARK LOGO: SCGS  
 DD2049_PROJECTION: PROJECTING 6 CENTIMETERS
 DD2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2049+STABILITY: SURFACE MOTION
 DD2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2049+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2049
 DD2049  HISTORY     - Date     Condition        Report By
 DD2049  HISTORY     - 1987     MONUMENTED       SCGS
 DD2049  HISTORY     - 19940612 GOOD             USPSQD
 DD2049  HISTORY     - 20040605 GOOD             USPSQD
 DD2049
 DD2049                          STATION DESCRIPTION
 DD2049
 DD2049'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2049'12.8 KM (7.95 MI) SOUTH FROM ANDREWS.
 DD2049'9.4 KM (5.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE AND
 DD2049'STATE HIGHWAY 41 FROM THE JUNCTION OF U.S HIGHWAY 17 ALTERNATE AND
 DD2049'STATE HIGHWAY 45 IN JAMESTOWN TO THE JUNCTION OF U.S. HIGHWAY 17
 DD2049'ALTERNATE, THENCE 8.3 KM (5.15 MI) EASTERLY ALONG HIGHWAY 17
 DD2049'ALTERNATE TO A FORK (STATE ROAD 387), KEEP LEFT 1.7 KM (1.05 MI)
 DD2049'NORTHEAST ALONG HIGHWAY 17 ALTERNATE, ADD-MAY ALSO BE REACHED BY
 DD2049'GOING 13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN
 DD2049'STREET) FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN
 DD2049'ANDREWS TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY
 DD2049'BEND), THENCE 12.25 KM (7.6 MI) SOUTHWESTERLY AND WESTERLY ALONG
 DD2049'HIGHWAY 17 ALTERNATE, SET NEAR A LONE 26-INCH CYPRESS TREE ON THE
 DD2049'HIGHWAY SHOULDER AND BEHIND A GUARD RAIL (PROTECTING THE TREE), 1.05
 DD2049'KM (0.65 MI) SOUTHWEST OF THE JUNCTION OF STATE ROAD 296, 5.39 METERS
 DD2049'(17.7 FT) NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 5.63 METERS
 DD2049'(18.5 FT) NORTHEAST OF THE TREE, 0.43 METER (1.4 FT) NORTHWEST OF THE
 DD2049'GUARD RAIL, 7.45 METERS (24.4 FT) SOUTH-SOUTHWEST OF A TELEPHONE POLE
 DD2049'WITH A GUY WIRE.
 DD2049'THE MARK IS 0.51 METERS  SSE FROM  A WITNESS POST
 DD2049'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DD2049
 DD2049                          STATION RECOVERY (1994)
 DD2049
 DD2049'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2049'RECOVERED IN GOOD CONDITION.
 DD2049
 DD2049                          STATION RECOVERY (2004)
 DD2049
 DD2049'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2044 ***********************************************************************
 DD2044  DESIGNATION -  22 176
 DD2044  PID         -  DD2044
 DD2044  STATE/COUNTY-  SC/GEORGETOWN
 DD2044  USGS QUAD   -  CEDAR CREEK (1973)
 DD2044
 DD2044                         *CURRENT SURVEY CONTROL
 DD2044  ___________________________________________________________________
 DD2044* NAD 83(1986)-  33 20 42.     (N)    079 32 39.     (W)     SCALED    
 DD2044* NAVD 88     -         9.193  (meters)      30.16   (feet)  ADJUSTED  
 DD2044  ___________________________________________________________________
 DD2044  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DD2044  DYNAMIC HT  -           9.183 (meters)      30.13  (feet)  COMP
 DD2044  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DD2044
 DD2044  VERT ORDER  -  FIRST     CLASS II
 DD2044
 DD2044.The horizontal coordinates were scaled from a topographic map and have
 DD2044.an estimated accuracy of +/- 6 seconds.
 DD2044
 DD2044.The orthometric height was determined by differential leveling
 DD2044.and adjusted by the National Geodetic Survey in June 1991..
 DD2044
 DD2044.The geoid height was determined by GEOID03.
 DD2044
 DD2044.The dynamic height is computed by dividing the NAVD 88
 DD2044.geopotential number by the normal gravity value computed on the
 DD2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2044.degrees latitude (g = 980.6199 gals.).
 DD2044
 DD2044.The modeled gravity was interpolated from observed gravity values.
 DD2044
 DD2044;                    North         East    Units  Estimated Accuracy
 DD2044;SPC SC       -   168,590.      745,090.      MT  (+/- 180 meters Scaled)
 DD2044
 DD2044                          SUPERSEDED SURVEY CONTROL
 DD2044
 DD2044  NGVD 29 (03/21/89)    9.496  (m)           31.15   (f) ADJUSTED    1 2
 DD2044
 DD2044.Superseded values are not recommended for survey control.
 DD2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2044.See file dsdata.txt to determine how the superseded data were derived.
 DD2044
 DD2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS354904(NAD 83)
 DD2044_MARKER: DD = SURVEY DISK
 DD2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2044_SP_SET: CONCRETE POST
 DD2044_STAMPING: VERT 22 176 1987
 DD2044_MARK LOGO: SCGS  
 DD2044_PROJECTION: RECESSED 1 CENTIMETERS
 DD2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2044+STABILITY: SURFACE MOTION
 DD2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2044+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2044
 DD2044  HISTORY     - Date     Condition        Report By
 DD2044  HISTORY     - 1987     MONUMENTED       SCGS
 DD2044  HISTORY     - 19940612 GOOD             USPSQD
 DD2044  HISTORY     - 20040605 GOOD             USPSQD
 DD2044
 DD2044                          STATION DESCRIPTION
 DD2044
 DD2044'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2044'11.7 KM (7.3 MI) SOUTH FROM ANDREWS.
 DD2044'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2044'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2044'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2044'10.2 KM (6.35 MI) SOUTHWESTERLY AND WESTERLY ALONG HIGHWAY 17
 DD2044'ALTERNATE, SET NEAR THE EAST CORNER OF AN OPEN GARAGE ATTACHED TO A
 DD2044'BRICK HOUSE AND IN LINE WITH THE FRONT FACE OF THE HOUSE, 0.95 KM
 DD2044'(0.6 MI) NORTHEAST OF THE JUNCTION OF STATE ROAD 296, 32.55 METERS
 DD2044'(106.8 FT) NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.68 METERS
 DD2044'(8.8 FT) EAST-NORTHEAST OF THE GARAGE CORNER, 21.89 METERS (71.8 FT)
 DD2044'NORTHWEST OF POWER POLE 3627B WITH A TRANSFORMER, 8.13 METERS (26.7
 DD2044'FT) SOUTH-SOUTHEAST OF A POWER POLE SERVICING THE HOUSE AND AN
 DD2044'IMPLEMENT SHED, 20.7 METERS (67.9 FT) WEST-SOUTHWEST OF THE CENTER OF
 DD2044'A GRAVEL DRIVEWAY ON THE EAST SIDE OF THE HOUSE.
 DD2044'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2044
 DD2044                          STATION RECOVERY (1994)
 DD2044
 DD2044'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2044'RECOVERED IN GOOD CONDITION.
 DD2044
 DD2044                          STATION RECOVERY (2004)
 DD2044
 DD2044'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2042 ***********************************************************************
 DD2042  DESIGNATION -  22 177
 DD2042  PID         -  DD2042
 DD2042  STATE/COUNTY-  SC/GEORGETOWN
 DD2042  USGS QUAD   -  CEDAR CREEK (1973)
 DD2042
 DD2042                         *CURRENT SURVEY CONTROL
 DD2042  ___________________________________________________________________
 DD2042* NAD 83(1986)-  33 20 56.     (N)    079 31 37.     (W)     SCALED    
 DD2042* NAVD 88     -         6.471  (meters)      21.23   (feet)  ADJUSTED  
 DD2042  ___________________________________________________________________
 DD2042  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DD2042  DYNAMIC HT  -           6.464 (meters)      21.21  (feet)  COMP
 DD2042  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DD2042
 DD2042  VERT ORDER  -  FIRST     CLASS II
 DD2042
 DD2042.The horizontal coordinates were scaled from a topographic map and have
 DD2042.an estimated accuracy of +/- 6 seconds.
 DD2042
 DD2042.The orthometric height was determined by differential leveling
 DD2042.and adjusted by the National Geodetic Survey in June 1991..
 DD2042
 DD2042.The geoid height was determined by GEOID03.
 DD2042
 DD2042.The dynamic height is computed by dividing the NAVD 88
 DD2042.geopotential number by the normal gravity value computed on the
 DD2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2042.degrees latitude (g = 980.6199 gals.).
 DD2042
 DD2042.The modeled gravity was interpolated from observed gravity values.
 DD2042
 DD2042;                    North         East    Units  Estimated Accuracy
 DD2042;SPC SC       -   169,050.      746,690.      MT  (+/- 180 meters Scaled)
 DD2042
 DD2042                          SUPERSEDED SURVEY CONTROL
 DD2042
 DD2042  NGVD 29 (03/21/89)    6.773  (m)           22.22   (f) ADJUSTED    1 2
 DD2042
 DD2042.Superseded values are not recommended for survey control.
 DD2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2042.See file dsdata.txt to determine how the superseded data were derived.
 DD2042
 DD2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS370909(NAD 83)
 DD2042_MARKER: DD = SURVEY DISK
 DD2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2042_SP_SET: CONCRETE POST
 DD2042_STAMPING: VERT 22 177 1987
 DD2042_MARK LOGO: SCGS  
 DD2042_PROJECTION: RECESSED 3 CENTIMETERS
 DD2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2042+STABILITY: SURFACE MOTION
 DD2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2042+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2042
 DD2042  HISTORY     - Date     Condition        Report By
 DD2042  HISTORY     - 1987     MONUMENTED       SCGS
 DD2042  HISTORY     - 19940612 GOOD             USPSQD
 DD2042  HISTORY     - 20040605 GOOD             USPSQD
 DD2042
 DD2042                          STATION DESCRIPTION
 DD2042
 DD2042'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2042'11.7 KM (7.3 MI) SSE FROM ANDREWS.
 DD2042'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2042'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2042'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2042'8.55 KM (5.3 MI) SOUTHWESTERLY AND WESTERLY ALONG HIGHWAY 17
 DD2042'ALTERNATE, SET NEAR THE SOUTHEAST CORNER OF AND IN LINE WITH THE EAST
 DD2042'SIDE OF A MASONITE-SIDED HOUSE WITH A CONCRETE BLOCK FOUNDATION, 0.3
 DD2042'KM (0.2 MI) WEST OF THE JUNCTION OF STATE ROAD 545, 28.15 METERS
 DD2042'(92.4 FT) NORTH OF THE CENTER OF THE HIGHWAY, 2.34 METERS (7.7 FT)
 DD2042'SOUTH OF THE HOUSE CORNER, 17.96 METERS (58.9 FT) NORTH-NORTHEAST OF
 DD2042'POWER POLE 3626F WITH A TRANSFORMER AND A SECURITY LIGHT, 19.0 METERS
 DD2042'(62.3 FT) SOUTH-SOUTHWEST OF A SECURITY LIGHT POLE, 9.85 METERS (32.3
 DD2042'FT) EAST-SOUTHEAST OF THE EAST SIDE OF THE FRONT DOOR OF THE HOUSE.
 DD2042'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DD2042
 DD2042                          STATION RECOVERY (1994)
 DD2042
 DD2042'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2042'RECOVERED IN GOOD CONDITION.
 DD2042
 DD2042                          STATION RECOVERY (2004)
 DD2042
 DD2042'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2041 ***********************************************************************
 DD2041  DESIGNATION -  22 178
 DD2041  PID         -  DD2041
 DD2041  STATE/COUNTY-  SC/GEORGETOWN
 DD2041  USGS QUAD   -  CEDAR CREEK (1973)
 DD2041
 DD2041                         *CURRENT SURVEY CONTROL
 DD2041  ___________________________________________________________________
 DD2041* NAD 83(1986)-  33 20 58.     (N)    079 30 43.     (W)     SCALED    
 DD2041* NAVD 88     -         8.917  (meters)      29.26   (feet)  ADJUSTED  
 DD2041  ___________________________________________________________________
 DD2041  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DD2041  DYNAMIC HT  -           8.908 (meters)      29.23  (feet)  COMP
 DD2041  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 DD2041
 DD2041  VERT ORDER  -  FIRST     CLASS II
 DD2041
 DD2041.The horizontal coordinates were scaled from a topographic map and have
 DD2041.an estimated accuracy of +/- 6 seconds.
 DD2041
 DD2041.The orthometric height was determined by differential leveling
 DD2041.and adjusted by the National Geodetic Survey in June 1991..
 DD2041
 DD2041.The geoid height was determined by GEOID03.
 DD2041
 DD2041.The dynamic height is computed by dividing the NAVD 88
 DD2041.geopotential number by the normal gravity value computed on the
 DD2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2041.degrees latitude (g = 980.6199 gals.).
 DD2041
 DD2041.The modeled gravity was interpolated from observed gravity values.
 DD2041
 DD2041;                    North         East    Units  Estimated Accuracy
 DD2041;SPC SC       -   169,130.      748,080.      MT  (+/- 180 meters Scaled)
 DD2041
 DD2041                          SUPERSEDED SURVEY CONTROL
 DD2041
 DD2041  NGVD 29 (03/21/89)    9.220  (m)           30.25   (f) ADJUSTED    1 2
 DD2041
 DD2041.Superseded values are not recommended for survey control.
 DD2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2041.See file dsdata.txt to determine how the superseded data were derived.
 DD2041
 DD2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS384910(NAD 83)
 DD2041_MARKER: DD = SURVEY DISK
 DD2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2041_SP_SET: CONCRETE POST
 DD2041_STAMPING: VERT 22 178 1987
 DD2041_MARK LOGO: SCGS  
 DD2041_PROJECTION: RECESSED 4 CENTIMETERS
 DD2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2041+STABILITY: SURFACE MOTION
 DD2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2041+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2041
 DD2041  HISTORY     - Date     Condition        Report By
 DD2041  HISTORY     - 1987     MONUMENTED       SCGS
 DD2041  HISTORY     - 1989     GOOD             USPSQD
 DD2041  HISTORY     - 19940612 GOOD             USPSQD
 DD2041  HISTORY     - 20040605 GOOD             USPSQD
 DD2041
 DD2041                          STATION DESCRIPTION
 DD2041
 DD2041'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2041'12.1 KM (7.5 MI) SSE FROM ANDREWS.
 DD2041'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2041'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2041'THE JUNCTION OF U.S. HIGHWAY 17 ALTERANATE (HALF-WAY BEND), THENCE
 DD2041'7.15 KM (4.45 MI) SOUTHWESTERLY AND WESTERLY ALONG HIGHWAY 17
 DD2041'ALTERNATE, SET IN LINE WITH THE FRONT FACE OF A BRICK HOUSE AND THE
 DD2041'EAST SIDE OF A BRICK PUMP SHED, 1.05 KM (0.65 MI) EAST OF THE
 DD2041'JUNCTION OF STATE ROAD 545, 30.2 METERS (99.1 FT) SOUTH OF THE CENTER
 DD2041'OF THE HIGHWAY, 20.35 METERS (66.8 FT) WEST OF THE NORTHWEST CORNER
 DD2041'OF THE HOUSE, 12.19 METERS (40.0 FT) NORTH-NORTHEAST OF THE NORTHEAST
 DD2041'CORNER OF THE PUMP SHED, 23.8 METERS (78.1 FT) SOUTH-SOUTHWEST OF
 DD2041'POWER POLE 3629J WITH A TRANSFORMER AND A GUY WIRE, 31.45 METERS
 DD2041'(103.2 FT) NORTH-NORTHWEST OF A 36-INCH WILLOW OAK TREE BEHIND THE
 DD2041'HOUSE.
 DD2041'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DD2041
 DD2041                          STATION RECOVERY (1989)
 DD2041
 DD2041'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2041'RECOVERED IN GOOD CONDITION.
 DD2041
 DD2041                          STATION RECOVERY (1994)
 DD2041
 DD2041'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2041'RECOVERED IN GOOD CONDITION.
 DD2041
 DD2041                          STATION RECOVERY (2004)
 DD2041
 DD2041'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2040 ***********************************************************************
 DD2040  DESIGNATION -  22 179
 DD2040  PID         -  DD2040
 DD2040  STATE/COUNTY-  SC/GEORGETOWN
 DD2040  USGS QUAD   -  KILSOCK BAY (1973)
 DD2040
 DD2040                         *CURRENT SURVEY CONTROL
 DD2040  ___________________________________________________________________
 DD2040* NAD 83(1986)-  33 21 23.     (N)    079 29 41.     (W)     SCALED    
 DD2040* NAVD 88     -         7.806  (meters)      25.61   (feet)  ADJUSTED  
 DD2040  ___________________________________________________________________
 DD2040  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DD2040  DYNAMIC HT  -           7.798 (meters)      25.58  (feet)  COMP
 DD2040  MODELED GRAV-     979,564.7   (mgal)                       NAVD 88
 DD2040
 DD2040  VERT ORDER  -  FIRST     CLASS II
 DD2040
 DD2040.The horizontal coordinates were scaled from a topographic map and have
 DD2040.an estimated accuracy of +/- 6 seconds.
 DD2040
 DD2040.The orthometric height was determined by differential leveling
 DD2040.and adjusted by the National Geodetic Survey in June 1991..
 DD2040
 DD2040.The geoid height was determined by GEOID03.
 DD2040
 DD2040.The dynamic height is computed by dividing the NAVD 88
 DD2040.geopotential number by the normal gravity value computed on the
 DD2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2040.degrees latitude (g = 980.6199 gals.).
 DD2040
 DD2040.The modeled gravity was interpolated from observed gravity values.
 DD2040
 DD2040;                    North         East    Units  Estimated Accuracy
 DD2040;SPC SC       -   169,920.      749,670.      MT  (+/- 180 meters Scaled)
 DD2040
 DD2040                          SUPERSEDED SURVEY CONTROL
 DD2040
 DD2040  NGVD 29 (03/21/89)    8.109  (m)           26.60   (f) ADJUSTED    1 2
 DD2040
 DD2040.Superseded values are not recommended for survey control.
 DD2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2040.See file dsdata.txt to determine how the superseded data were derived.
 DD2040
 DD2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS400918(NAD 83)
 DD2040_MARKER: DD = SURVEY DISK
 DD2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2040_SP_SET: CONCRETE POST
 DD2040_STAMPING: VERT 22 179 1987
 DD2040_MARK LOGO: SCGS  
 DD2040_PROJECTION: FLUSH
 DD2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2040+STABILITY: SURFACE MOTION
 DD2040
 DD2040  HISTORY     - Date     Condition        Report By
 DD2040  HISTORY     - 1987     MONUMENTED       SCGS
 DD2040  HISTORY     - 1989     GOOD             USPSQD
 DD2040  HISTORY     - 19940612 GOOD             USPSQD
 DD2040  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 DD2040
 DD2040                          STATION DESCRIPTION
 DD2040
 DD2040'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2040'12.1 KM (7.5 MI) SSE FROM ANDREWS.
 DD2040'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2040'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2040'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2040'5.4 KM (3.35 MI) SOUTHWESTERLY AND WEST-SOUTHWEST ALONG HIGHWAY 17
 DD2040'ALTERNATE, THENCE 0.1 KM (0.05 MI) SOUTH-SOUTHEAST ALONG A GRAVEL
 DD2040'DRIVEWAY, SET NEAR THE WEST EDGE OF A WOODS ACROSS A GRAVEL DRIVEWAY
 DD2040'FROM A BRICK HOUSE AND IN LINE WITH THE FRONT FACE OF THE MAIN PART
 DD2040'OF HOUSE AND PORCH, 6.55 METERS (21.5 FT) EAST OF THE CENTER OF THE
 DD2040'DRIVEWAY, 26.22 METERS (86.0 FT) EAST OF THE NORTHEAST CORNER OF THE
 DD2040'GARAGE OF THE HOUSE, 13.9 METERS (45.6 FT) NORTH-NORTHEAST OF POWER
 DD2040'POLE 3711F WITH A TRANSFORMER AND A GUY WIRE, 1.3 METERS (4.3 FT)
 DD2040'NORTH OF THE EXTENDED NORTH EDGE OF A CONCRETE DRIVEWAY, 25.49 METERS
 DD2040'(83.6 FT) SOUTHEAST OF THE NORTHEAST CORNER POST OF A RAIL FENCE
 DD2040'AROUND THE FRONT OF THE HOUSE.
 DD2040'THE MARK IS 0.1 M BELOW THE DRIVEWAY.
 DD2040
 DD2040                          STATION RECOVERY (1989)
 DD2040
 DD2040'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2040'RECOVERED IN GOOD CONDITION.
 DD2040
 DD2040                          STATION RECOVERY (1994)
 DD2040
 DD2040'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2040'RECOVERED IN GOOD CONDITION.
 DD2040
 DD2040                          STATION RECOVERY (2004)
 DD2040
 DD2040'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2040'SIGN AT FRONT GATE SAYS NO TRESPASSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2032 ***********************************************************************
 DD2032  DESIGNATION -  22 180
 DD2032  PID         -  DD2032
 DD2032  STATE/COUNTY-  SC/GEORGETOWN
 DD2032  USGS QUAD   -  KILSOCK BAY (1973)
 DD2032
 DD2032                         *CURRENT SURVEY CONTROL
 DD2032  ___________________________________________________________________
 DD2032* NAD 83(1986)-  33 21 02.     (N)    079 28 15.     (W)     SCALED    
 DD2032* NAVD 88     -        15.892  (meters)      52.14   (feet)  ADJUSTED  
 DD2032  ___________________________________________________________________
 DD2032  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DD2032  DYNAMIC HT  -          15.875 (meters)      52.08  (feet)  COMP
 DD2032  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DD2032
 DD2032  VERT ORDER  -  FIRST     CLASS II
 DD2032
 DD2032.The horizontal coordinates were scaled from a topographic map and have
 DD2032.an estimated accuracy of +/- 6 seconds.
 DD2032
 DD2032.The orthometric height was determined by differential leveling
 DD2032.and adjusted by the National Geodetic Survey in June 1991..
 DD2032
 DD2032.The geoid height was determined by GEOID03.
 DD2032
 DD2032.The dynamic height is computed by dividing the NAVD 88
 DD2032.geopotential number by the normal gravity value computed on the
 DD2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2032.degrees latitude (g = 980.6199 gals.).
 DD2032
 DD2032.The modeled gravity was interpolated from observed gravity values.
 DD2032
 DD2032;                    North         East    Units  Estimated Accuracy
 DD2032;SPC SC       -   169,310.      751,910.      MT  (+/- 180 meters Scaled)
 DD2032
 DD2032                          SUPERSEDED SURVEY CONTROL
 DD2032
 DD2032  NGVD 29 (03/21/89)   16.195  (m)           53.13   (f) ADJUSTED    1 2
 DD2032
 DD2032.Superseded values are not recommended for survey control.
 DD2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2032.See file dsdata.txt to determine how the superseded data were derived.
 DD2032
 DD2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS422911(NAD 83)
 DD2032_MARKER: DD = SURVEY DISK
 DD2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2032_SP_SET: CONCRETE POST
 DD2032_STAMPING: VERT 22 180 1987
 DD2032_MARK LOGO: SCGS  
 DD2032_PROJECTION: RECESSED 2 CENTIMETERS
 DD2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2032+STABILITY: SURFACE MOTION
 DD2032
 DD2032  HISTORY     - Date     Condition        Report By
 DD2032  HISTORY     - 1987     MONUMENTED       SCGS
 DD2032  HISTORY     - 1989     GOOD             USPSQD
 DD2032  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DD2032
 DD2032                          STATION DESCRIPTION
 DD2032
 DD2032'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2032'13.9 KM (8.65 MI) SE FROM ANDREWS.
 DD2032'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2032'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2032'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2032'2.1 KM (1.3 MI) SOUTHWESTERLY ALONG HIGHWAY 17 ALTERNATE TO A FORK
 DD2032'(STATE ROAD 24), KEEP LEFT 1.7 KM (1.05 MI) SOUTHWESTERLY ALONG ROAD
 DD2032'24, SET NEAR THE NORTHEAST CORNER OF THE MAIN PART OF A CONCRETE
 DD2032'BLOCK CHURCH (NEW HOPE U.M.E.) AND BEHIND THE WHEELCHAIR RAMP, 18.4
 DD2032'METERS (60.4 FT) WEST-NORTHWEST OF THE CENTER OF ROAD 24, 24.6 METERS
 DD2032'(80.7 FT) WEST-SOUTHWEST OF THE CENTER OF THE SAND ROAD, 1.04 METERS
 DD2032'(3.4 FT) NORTH OF THE CHURCH CORNER, 0.5 METER (1.6 FT)
 DD2032'WEST-NORTHWEST OF THE WEST-NORTHWEST EDGE OF THE RAMP, 11.6 METERS
 DD2032'(38.1 FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE BLOCK
 DD2032'PUMP SHED.
 DD2032
 DD2032                          STATION RECOVERY (1989)
 DD2032
 DD2032'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2032'RECOVERED IN GOOD CONDITION.
 DD2032
 DD2032                          STATION RECOVERY (2004)
 DD2032
 DD2032'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2032'AREA ON BOTH SIDES OF RAMP ARE CONCRETED.  MARKER MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2031 ***********************************************************************
 DD2031  DESIGNATION -  22 181
 DD2031  PID         -  DD2031
 DD2031  STATE/COUNTY-  SC/GEORGETOWN
 DD2031  USGS QUAD   -  KILSOCK BAY (1973)
 DD2031
 DD2031                         *CURRENT SURVEY CONTROL
 DD2031  ___________________________________________________________________
 DD2031* NAD 83(1986)-  33 20 19.     (N)    079 28 28.     (W)     SCALED    
 DD2031* NAVD 88     -        16.072  (meters)      52.73   (feet)  ADJUSTED  
 DD2031  ___________________________________________________________________
 DD2031  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2031  DYNAMIC HT  -          16.055 (meters)      52.67  (feet)  COMP
 DD2031  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DD2031
 DD2031  VERT ORDER  -  FIRST     CLASS II
 DD2031
 DD2031.The horizontal coordinates were scaled from a topographic map and have
 DD2031.an estimated accuracy of +/- 6 seconds.
 DD2031
 DD2031.The orthometric height was determined by differential leveling
 DD2031.and adjusted by the National Geodetic Survey in June 1991..
 DD2031
 DD2031.The geoid height was determined by GEOID03.
 DD2031
 DD2031.The dynamic height is computed by dividing the NAVD 88
 DD2031.geopotential number by the normal gravity value computed on the
 DD2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2031.degrees latitude (g = 980.6199 gals.).
 DD2031
 DD2031.The modeled gravity was interpolated from observed gravity values.
 DD2031
 DD2031;                    North         East    Units  Estimated Accuracy
 DD2031;SPC SC       -   167,980.      751,590.      MT  (+/- 180 meters Scaled)
 DD2031
 DD2031                          SUPERSEDED SURVEY CONTROL
 DD2031
 DD2031  NGVD 29 (03/21/89)   16.375  (m)           53.72   (f) ADJUSTED    1 2
 DD2031
 DD2031.Superseded values are not recommended for survey control.
 DD2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2031.See file dsdata.txt to determine how the superseded data were derived.
 DD2031
 DD2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS419898(NAD 83)
 DD2031_MARKER: DD = SURVEY DISK
 DD2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2031_SP_SET: CONCRETE POST
 DD2031_STAMPING: VERT 22 181 1987
 DD2031_MARK LOGO: SCGS  
 DD2031_PROJECTION: FLUSH
 DD2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2031+STABILITY: SURFACE MOTION
 DD2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2031+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2031
 DD2031  HISTORY     - Date     Condition        Report By
 DD2031  HISTORY     - 1987     MONUMENTED       SCGS
 DD2031  HISTORY     - 1989     GOOD             USPSQD
 DD2031  HISTORY     - 20040606 GOOD             USPSQD
 DD2031
 DD2031                          STATION DESCRIPTION
 DD2031
 DD2031'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2031'14.7 KM (9.15 MI) SE FROM ANDREWS.
 DD2031'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2031'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2031'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2031'2.1 KM (1.3 MI) SOUTHWESTERLY ALONG HIGHWAY 17 ALTERNTATE TO A FORK
 DD2031'(STATE ROAD 24), KEEP LEFT 3.05 KM (1.9 MI) SOUTHWEST AND SOUTHERLY
 DD2031'ALONG ROAD 24, SET NEAR THE NORTHEAST CORNER OF A CONCRETE BLOCK
 DD2031'CHURCH, 0.65 KM (0.4 MI) NORTH OF THE JUNCTION OF STATE ROAD 478,
 DD2031'23.5 METERS (77.1 FT) WEST-NORTHWEST OF THE CENTER OF THE ROAD, 1.08
 DD2031'METERS (3.5 FT) EAST-SOUTHEAST OF THE CHURCH CORNER, 14.55 METERS
 DD2031'(47.7 FT) WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A GUY
 DD2031'WIRE, 24.45 METERS (80.2 FT) SOUTHWEST OF A SECURITY LIGHT POLE, 8.65
 DD2031'METERS (28.4 FT) WEST-NORTHWEST OF A LONE 14-INCH PINE TREE.
 DD2031
 DD2031                          STATION RECOVERY (1989)
 DD2031
 DD2031'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2031'RECOVERED IN GOOD CONDITION.
 DD2031
 DD2031                          STATION RECOVERY (2004)
 DD2031
 DD2031'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2030 ***********************************************************************
 DD2030  DESIGNATION -  22 182
 DD2030  PID         -  DD2030
 DD2030  STATE/COUNTY-  SC/GEORGETOWN
 DD2030  USGS QUAD   -  KILSOCK BAY (1973)
 DD2030
 DD2030                         *CURRENT SURVEY CONTROL
 DD2030  ___________________________________________________________________
 DD2030* NAD 83(1986)-  33 19 45.     (N)    079 28 19.     (W)     SCALED    
 DD2030* NAVD 88     -        16.417  (meters)      53.86   (feet)  ADJUSTED  
 DD2030  ___________________________________________________________________
 DD2030  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2030  DYNAMIC HT  -          16.400 (meters)      53.81  (feet)  COMP
 DD2030  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 DD2030
 DD2030  VERT ORDER  -  FIRST     CLASS II
 DD2030
 DD2030.The horizontal coordinates were scaled from a topographic map and have
 DD2030.an estimated accuracy of +/- 6 seconds.
 DD2030
 DD2030.The orthometric height was determined by differential leveling
 DD2030.and adjusted by the National Geodetic Survey in June 1991..
 DD2030
 DD2030.The geoid height was determined by GEOID03.
 DD2030
 DD2030.The dynamic height is computed by dividing the NAVD 88
 DD2030.geopotential number by the normal gravity value computed on the
 DD2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2030.degrees latitude (g = 980.6199 gals.).
 DD2030
 DD2030.The modeled gravity was interpolated from observed gravity values.
 DD2030
 DD2030;                    North         East    Units  Estimated Accuracy
 DD2030;SPC SC       -   166,940.      751,840.      MT  (+/- 180 meters Scaled)
 DD2030
 DD2030                          SUPERSEDED SURVEY CONTROL
 DD2030
 DD2030  NGVD 29 (03/21/89)   16.720  (m)           54.86   (f) ADJUSTED    1 2
 DD2030
 DD2030.Superseded values are not recommended for survey control.
 DD2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2030.See file dsdata.txt to determine how the superseded data were derived.
 DD2030
 DD2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS422888(NAD 83)
 DD2030_MARKER: DD = SURVEY DISK
 DD2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2030_SP_SET: CONCRETE POST
 DD2030_STAMPING: VERT 22 182 1987
 DD2030_MARK LOGO: SCGS  
 DD2030_PROJECTION: FLUSH
 DD2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2030+STABILITY: SURFACE MOTION
 DD2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2030+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2030
 DD2030  HISTORY     - Date     Condition        Report By
 DD2030  HISTORY     - 1987     MONUMENTED       SCGS
 DD2030  HISTORY     - 1989     GOOD             USPSQD
 DD2030  HISTORY     - 20040606 GOOD             USPSQD
 DD2030
 DD2030                          STATION DESCRIPTION
 DD2030
 DD2030'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2030'15.8 KM (9.8 MI) SE FROM ANDREWS.
 DD2030'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2030'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2030'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2030'2.1 KM (1.3 MI) SOUTHWESTERLY ALONG HIGHWAY 17 ALTERNATE TO A FORK
 DD2030'(STATE ROAD 24), KEEP LEFT 4.1 KM (2.55 MI) SOUTHWEST AND SOUTHERLY
 DD2030'ALONG ROAD 24, SET NEAR THE NORTHWEST CORNER OF A BRICK CHURCH (SAINT
 DD2030'PAUL A.M.E.), 0.5 KM (0.3 MI) SOUTH OF THE JUNCTION OF STATE ROAD
 DD2030'478, 27.7 METERS (90.9 FT) EAST OF THE CENTER OF THE ROAD, 0.89 METER
 DD2030'(2.9 FT) NORTH OF THE CHURCH CORNER, 25.52 METERS (83.7 FT)
 DD2030'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK PUMP SHED, 27.3
 DD2030'METERS (89.6 FT) SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, GUY
 DD2030'WIRE AND A SECURITY LIGHT, 9.66 METERS (31.7 FT) EAST OF THE EAST END
 DD2030'OF THE BRICK CHURCH SIGN.
 DD2030
 DD2030                          STATION RECOVERY (1989)
 DD2030
 DD2030'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2030'RECOVERED IN GOOD CONDITION.
 DD2030
 DD2030                          STATION RECOVERY (2004)
 DD2030
 DD2030'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2026 ***********************************************************************
 DD2026  DESIGNATION -  22 183
 DD2026  PID         -  DD2026
 DD2026  STATE/COUNTY-  SC/GEORGETOWN
 DD2026  USGS QUAD   -  KILSOCK BAY (1973)
 DD2026
 DD2026                         *CURRENT SURVEY CONTROL
 DD2026  ___________________________________________________________________
 DD2026* NAD 83(1986)-  33 18 33.     (N)    079 27 55.     (W)     SCALED    
 DD2026* NAVD 88     -        13.207  (meters)      43.33   (feet)  ADJUSTED  
 DD2026  ___________________________________________________________________
 DD2026  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2026  DYNAMIC HT  -          13.192 (meters)      43.28  (feet)  COMP
 DD2026  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DD2026
 DD2026  VERT ORDER  -  FIRST     CLASS II
 DD2026
 DD2026.The horizontal coordinates were scaled from a topographic map and have
 DD2026.an estimated accuracy of +/- 6 seconds.
 DD2026
 DD2026.The orthometric height was determined by differential leveling
 DD2026.and adjusted by the National Geodetic Survey in June 1991..
 DD2026
 DD2026.The geoid height was determined by GEOID03.
 DD2026
 DD2026.The dynamic height is computed by dividing the NAVD 88
 DD2026.geopotential number by the normal gravity value computed on the
 DD2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2026.degrees latitude (g = 980.6199 gals.).
 DD2026
 DD2026.The modeled gravity was interpolated from observed gravity values.
 DD2026
 DD2026;                    North         East    Units  Estimated Accuracy
 DD2026;SPC SC       -   164,730.      752,490.      MT  (+/- 180 meters Scaled)
 DD2026
 DD2026                          SUPERSEDED SURVEY CONTROL
 DD2026
 DD2026  NGVD 29 (03/21/89)   13.510  (m)           44.32   (f) ADJUSTED    1 2
 DD2026
 DD2026.Superseded values are not recommended for survey control.
 DD2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2026.See file dsdata.txt to determine how the superseded data were derived.
 DD2026
 DD2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS428866(NAD 83)
 DD2026_MARKER: DD = SURVEY DISK
 DD2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2026_SP_SET: CONCRETE POST
 DD2026_STAMPING: VERT 22 183 1987
 DD2026_MARK LOGO: SCGS  
 DD2026_PROJECTION: FLUSH
 DD2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2026+STABILITY: SURFACE MOTION
 DD2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2026+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2026
 DD2026  HISTORY     - Date     Condition        Report By
 DD2026  HISTORY     - 1987     MONUMENTED       SCGS
 DD2026  HISTORY     - 1989     GOOD             USPSQD
 DD2026  HISTORY     - 20040606 GOOD             USPSQD
 DD2026
 DD2026                          STATION DESCRIPTION
 DD2026
 DD2026'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2026'18.0 KM (11.2 MI) SE FROM ANDREWS.
 DD2026'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2026'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2026'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2026'2.1 KM (1.3 MI) SOUTHWESTERLY ALONG HIGHWAY 17 ALTERNATE TO A FORK
 DD2026'(STATE ROAD 24), KEEP LEFT 6.5 KM (4.05 MI) SOUTHWEST AND SOUTHERLY
 DD2026'ALONG ROAD 24, THENCE 0.1 KM (0.05 MI) EAST ALONG A SAND DRIVEWAY,
 DD2026'SET NEAR THE SOUTHWEST CORNER OF A CONCRETE BLOCK WORKSHOP, 0.5 KM
 DD2026'(0.3 MI) SOUTH-SOUTHEAST OF THE JUNCTION OF STATE ROAD 608, 58.55
 DD2026'METERS (192.1 FT) EAST OF THE CENTER OF THE ROAD, 0.75 METER (2.5 FT)
 DD2026'SOUTH-SOUTHEAST THE CORNER OF THE WORKSHOP, 29.27 METERS (96.0 FT)
 DD2026'NORTH-NORTHEAST THE NORTHEAST CORNER OF A WOODEN PUMP SHED, 8.27
 DD2026'METERS (27.1 FT) WEST-SOUTHWEST OF A POWER POLE WITH A SECURITY
 DD2026'LIGHT, 6.0 METERS (19.7 FT) NORTH OF THE CENTER OF THE DRIVEWAY.
 DD2026'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DD2026
 DD2026                          STATION RECOVERY (1989)
 DD2026
 DD2026'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2026'RECOVERED IN GOOD CONDITION.
 DD2026
 DD2026                          STATION RECOVERY (2004)
 DD2026
 DD2026'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2025 ***********************************************************************
 DD2025  DESIGNATION -  22 184
 DD2025  PID         -  DD2025
 DD2025  STATE/COUNTY-  SC/GEORGETOWN
 DD2025  USGS QUAD   -  KILSOCK BAY (1973)
 DD2025
 DD2025                         *CURRENT SURVEY CONTROL
 DD2025  ___________________________________________________________________
 DD2025* NAD 83(1986)-  33 17 57.     (N)    079 27 55.     (W)     SCALED    
 DD2025* NAVD 88     -        14.774  (meters)      48.47   (feet)  ADJUSTED  
 DD2025  ___________________________________________________________________
 DD2025  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DD2025  DYNAMIC HT  -          14.759 (meters)      48.42  (feet)  COMP
 DD2025  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DD2025
 DD2025  VERT ORDER  -  FIRST     CLASS II
 DD2025
 DD2025.The horizontal coordinates were scaled from a topographic map and have
 DD2025.an estimated accuracy of +/- 6 seconds.
 DD2025
 DD2025.The orthometric height was determined by differential leveling
 DD2025.and adjusted by the National Geodetic Survey in June 1991..
 DD2025
 DD2025.The geoid height was determined by GEOID03.
 DD2025
 DD2025.The dynamic height is computed by dividing the NAVD 88
 DD2025.geopotential number by the normal gravity value computed on the
 DD2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2025.degrees latitude (g = 980.6199 gals.).
 DD2025
 DD2025.The modeled gravity was interpolated from observed gravity values.
 DD2025
 DD2025;                    North         East    Units  Estimated Accuracy
 DD2025;SPC SC       -   163,620.      752,510.      MT  (+/- 180 meters Scaled)
 DD2025
 DD2025                          SUPERSEDED SURVEY CONTROL
 DD2025
 DD2025  NGVD 29 (03/21/89)   15.078  (m)           49.47   (f) ADJUSTED    1 2
 DD2025
 DD2025.Superseded values are not recommended for survey control.
 DD2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2025.See file dsdata.txt to determine how the superseded data were derived.
 DD2025
 DD2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS428855(NAD 83)
 DD2025_MARKER: DD = SURVEY DISK
 DD2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2025_SP_SET: CONCRETE POST
 DD2025_STAMPING: VERT 22 184 1987
 DD2025_MARK LOGO: SCGS  
 DD2025_PROJECTION: PROJECTING 3 CENTIMETERS
 DD2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2025+STABILITY: SURFACE MOTION
 DD2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2025+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2025
 DD2025  HISTORY     - Date     Condition        Report By
 DD2025  HISTORY     - 1987     MONUMENTED       SCGS
 DD2025  HISTORY     - 1989     GOOD             USPSQD
 DD2025  HISTORY     - 20040606 GOOD             USPSQD
 DD2025
 DD2025                          STATION DESCRIPTION
 DD2025
 DD2025'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2025'18.4 KM (11.45 MI) WSW FROM GEORGETOWN.
 DD2025'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2025'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2025'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2025'2.1 KM (1.3 MI) SOUTHWESTERLY ALONG HIGHWAY 17 ALTERNATE TO A FORK
 DD2025'(STATE ROAD 24), KEEP LEFT 7.55 KM (4.7 MI) SOUTHWEST AND SOUTHERLY
 DD2025'ALONG ROAD 24, ADD-MAY ALSO BE REACHED BY GOING 19.7 KM (12.25 MI)
 DD2025'SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2025'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2025'STREET) IN GEORGETOWN, THENCE 12.25 KM (7.6 MI) NORTHWESTERLY ALONG
 DD2025'STATE ROAD 24, SET NEAR A POWER POLE NUMBERS 93/1 IN THE SOUTHWEST
 DD2025'ANGLE OF STATE ROAD 387, 33.0 METERS (108.3 FT) WEST OF THE CENTER OF
 DD2025'ROAD 24, 9.7 METERS (31.8 FT) SOUTH-SOUTHWEST OF THE CENTER OF ROAD
 DD2025'387, 6.07 METERS (19.9 FT) WEST-NORTHWEST OF THE POWER POLE.
 DD2025'THE MARK IS 0.27 METERS  ENE FROM  A WITNESS POST
 DD2025'THE MARK IS ABOVE LEVEL WITH ROAD 387.
 DD2025
 DD2025                          STATION RECOVERY (1989)
 DD2025
 DD2025'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2025'RECOVERED IN GOOD CONDITION.
 DD2025
 DD2025                          STATION RECOVERY (2004)
 DD2025
 DD2025'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2024 ***********************************************************************
 DD2024  DESIGNATION -  22 185
 DD2024  PID         -  DD2024
 DD2024  STATE/COUNTY-  SC/GEORGETOWN
 DD2024  USGS QUAD   -  KILSOCK BAY (1973)
 DD2024
 DD2024                         *CURRENT SURVEY CONTROL
 DD2024  ___________________________________________________________________
 DD2024* NAD 83(1986)-  33 17 29.     (N)    079 27 14.     (W)     SCALED    
 DD2024* NAVD 88     -        13.318  (meters)      43.69   (feet)  ADJUSTED  
 DD2024  ___________________________________________________________________
 DD2024  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2024  DYNAMIC HT  -          13.304 (meters)      43.65  (feet)  COMP
 DD2024  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 DD2024
 DD2024  VERT ORDER  -  FIRST     CLASS II
 DD2024
 DD2024.The horizontal coordinates were scaled from a topographic map and have
 DD2024.an estimated accuracy of +/- 6 seconds.
 DD2024
 DD2024.The orthometric height was determined by differential leveling
 DD2024.and adjusted by the National Geodetic Survey in June 1991..
 DD2024
 DD2024.The geoid height was determined by GEOID03.
 DD2024
 DD2024.The dynamic height is computed by dividing the NAVD 88
 DD2024.geopotential number by the normal gravity value computed on the
 DD2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2024.degrees latitude (g = 980.6199 gals.).
 DD2024
 DD2024.The modeled gravity was interpolated from observed gravity values.
 DD2024
 DD2024;                    North         East    Units  Estimated Accuracy
 DD2024;SPC SC       -   162,770.      753,580.      MT  (+/- 180 meters Scaled)
 DD2024
 DD2024                          SUPERSEDED SURVEY CONTROL
 DD2024
 DD2024  NGVD 29 (03/21/89)   13.622  (m)           44.69   (f) ADJUSTED    1 2
 DD2024
 DD2024.Superseded values are not recommended for survey control.
 DD2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2024.See file dsdata.txt to determine how the superseded data were derived.
 DD2024
 DD2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS439846(NAD 83)
 DD2024_MARKER: DD = SURVEY DISK
 DD2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2024_SP_SET: CONCRETE POST
 DD2024_STAMPING: VERT 22 185 1987
 DD2024_MARK LOGO: SCGS  
 DD2024_PROJECTION: PROJECTING 2 CENTIMETERS
 DD2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2024+STABILITY: SURFACE MOTION
 DD2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2024+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD2024
 DD2024  HISTORY     - Date     Condition        Report By
 DD2024  HISTORY     - 1987     MONUMENTED       SCGS
 DD2024  HISTORY     - 1989     GOOD             USPSQD
 DD2024  HISTORY     - 20040606 GOOD             USPSQD
 DD2024  HISTORY     - 20051119 GOOD             USPSQD
 DD2024
 DD2024                          STATION DESCRIPTION
 DD2024
 DD2024'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2024'17.9 KM (11.15 MI) WSW FROM GEORGETOWN.
 DD2024'19.7 KM (12.25 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2024'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2024'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 10.85 KM (6.75 MI)
 DD2024'NORTHWESTERLY ALONG STATE ROAD 24, SET NEAR A METAL PIPE GATE POST IN
 DD2024'THE WEST ANGLE OF A SAND ROAD LEADING SOUTH-SOUTHWEST, 22.5 METERS
 DD2024'(73.8 FT) SOUTHWEST OF THE CENTER OF ROAD 24, 8.5 METERS (27.9 FT)
 DD2024'WEST-NORTHWEST OF THE CENTER OF THE SAND ROAD, 8.7 METERS (28.5 FT)
 DD2024'NORTH-NORTHWEST OF THE GATE POST, 4.15 METERS (13.6 FT)
 DD2024'EAST-SOUTHEAST OF A 10-INCH PINE TREE.
 DD2024'THE MARK IS 0.29 METERS  NE FROM  A WITNESS POST
 DD2024'THE MARK IS ABOVE LEVEL WITH ROAD 24.
 DD2024
 DD2024                          STATION RECOVERY (1989)
 DD2024
 DD2024'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2024'RECOVERED IN GOOD CONDITION.
 DD2024
 DD2024                          STATION RECOVERY (2004)
 DD2024
 DD2024'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2024'RECOVERED IN GOOD CONDITION.
 DD2024
 DD2024                          STATION RECOVERY (2005)
 DD2024
 DD2024'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD2024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2023 ***********************************************************************
 DD2023  DESIGNATION -  22 186
 DD2023  PID         -  DD2023
 DD2023  STATE/COUNTY-  SC/GEORGETOWN
 DD2023  USGS QUAD   -  KILSOCK BAY (1973)
 DD2023
 DD2023                         *CURRENT SURVEY CONTROL
 DD2023  ___________________________________________________________________
 DD2023* NAD 83(1986)-  33 16 41.     (N)    079 26 21.     (W)     SCALED    
 DD2023* NAVD 88     -        10.350  (meters)      33.96   (feet)  ADJUSTED  
 DD2023  ___________________________________________________________________
 DD2023  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DD2023  DYNAMIC HT  -          10.339 (meters)      33.92  (feet)  COMP
 DD2023  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 DD2023
 DD2023  VERT ORDER  -  FIRST     CLASS II
 DD2023
 DD2023.The horizontal coordinates were scaled from a topographic map and have
 DD2023.an estimated accuracy of +/- 6 seconds.
 DD2023
 DD2023.The orthometric height was determined by differential leveling
 DD2023.and adjusted by the National Geodetic Survey in June 1991..
 DD2023
 DD2023.The geoid height was determined by GEOID03.
 DD2023
 DD2023.The dynamic height is computed by dividing the NAVD 88
 DD2023.geopotential number by the normal gravity value computed on the
 DD2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2023.degrees latitude (g = 980.6199 gals.).
 DD2023
 DD2023.The modeled gravity was interpolated from observed gravity values.
 DD2023
 DD2023;                    North         East    Units  Estimated Accuracy
 DD2023;SPC SC       -   161,310.      754,970.      MT  (+/- 180 meters Scaled)
 DD2023
 DD2023                          SUPERSEDED SURVEY CONTROL
 DD2023
 DD2023  NGVD 29 (03/21/89)   10.653  (m)           34.95   (f) ADJUSTED    1 2
 DD2023
 DD2023.Superseded values are not recommended for survey control.
 DD2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2023.See file dsdata.txt to determine how the superseded data were derived.
 DD2023
 DD2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS453831(NAD 83)
 DD2023_MARKER: DD = SURVEY DISK
 DD2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2023_SP_SET: CONCRETE POST
 DD2023_STAMPING: VERT 22 186 1987
 DD2023_MARK LOGO: SCGS  
 DD2023_PROJECTION: PROJECTING 2 CENTIMETERS
 DD2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2023+STABILITY: SURFACE MOTION
 DD2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2023+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD2023
 DD2023  HISTORY     - Date     Condition        Report By
 DD2023  HISTORY     - 1987     MONUMENTED       SCGS
 DD2023  HISTORY     - 1989     GOOD             USPSQD
 DD2023  HISTORY     - 20040606 GOOD             USPSQD
 DD2023  HISTORY     - 20051119 GOOD             USPSQD
 DD2023
 DD2023                          STATION DESCRIPTION
 DD2023
 DD2023'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2023'17.7 KM (11.0 MI) SW FROM GEORGETOWN.
 DD2023'19.7 KM (12.25 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2023'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2023'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 8.75 KM (5.45 MI)
 DD2023'NORTHWESTERLY ALONG STATE ROAD 24, SET BETWEEN A POWER POLE WITH TWO
 DD2023'GUY WIRES AND A POWER POLE WITH THREE GUY WIRES AT THE SOUTHEAST EDGE
 DD2023'OF A HIGH TENSION POWER LINE CLEARING, 10.33 METERS (33.9 FT)
 DD2023'NORTHEAST OF THE CENTER OF THE ROAD, 4.0 METERS (13.1 FT) SOUTHEAST
 DD2023'OF THE TWO GUY WIRE POLE, 3.65 METERS (12.0 FT) WEST-NORTHWEST OF THE
 DD2023'THREE GUY WIRE POLE, 14.8 METERS (48.6 FT) EAST-SOUTHEAST OF A 4-INCH
 DD2023'GAS LINE VENT PIPE PROJECTING 42-INCHES.
 DD2023'THE MARK IS 0.85 METERS  SE FROM  A WITNESS POST
 DD2023'THE MARK IS 0.1 M BELOW THE ROAD.
 DD2023
 DD2023                          STATION RECOVERY (1989)
 DD2023
 DD2023'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2023'RECOVERED IN GOOD CONDITION.
 DD2023
 DD2023                          STATION RECOVERY (2004)
 DD2023
 DD2023'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2023'RECOVERED IN GOOD CONDITION.
 DD2023
 DD2023                          STATION RECOVERY (2005)
 DD2023
 DD2023'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2022 ***********************************************************************
 DD2022  DESIGNATION -  22 187
 DD2022  PID         -  DD2022
 DD2022  STATE/COUNTY-  SC/GEORGETOWN
 DD2022  USGS QUAD   -  KILSOCK BAY (1973)
 DD2022
 DD2022                         *CURRENT SURVEY CONTROL
 DD2022  ___________________________________________________________________
 DD2022* NAD 83(1986)-  33 16 11.     (N)    079 25 44.     (W)     SCALED    
 DD2022* NAVD 88     -         6.565  (meters)      21.54   (feet)  ADJUSTED  
 DD2022  ___________________________________________________________________
 DD2022  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DD2022  DYNAMIC HT  -           6.558 (meters)      21.52  (feet)  COMP
 DD2022  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 DD2022
 DD2022  VERT ORDER  -  FIRST     CLASS II
 DD2022
 DD2022.The horizontal coordinates were scaled from a topographic map and have
 DD2022.an estimated accuracy of +/- 6 seconds.
 DD2022
 DD2022.The orthometric height was determined by differential leveling
 DD2022.and adjusted by the National Geodetic Survey in June 1991..
 DD2022
 DD2022.The geoid height was determined by GEOID03.
 DD2022
 DD2022.The dynamic height is computed by dividing the NAVD 88
 DD2022.geopotential number by the normal gravity value computed on the
 DD2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2022.degrees latitude (g = 980.6199 gals.).
 DD2022
 DD2022.The modeled gravity was interpolated from observed gravity values.
 DD2022
 DD2022;                    North         East    Units  Estimated Accuracy
 DD2022;SPC SC       -   160,400.      755,950.      MT  (+/- 180 meters Scaled)
 DD2022
 DD2022                          SUPERSEDED SURVEY CONTROL
 DD2022
 DD2022  NGVD 29 (03/21/89)    6.868  (m)           22.53   (f) ADJUSTED    1 2
 DD2022
 DD2022.Superseded values are not recommended for survey control.
 DD2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2022.See file dsdata.txt to determine how the superseded data were derived.
 DD2022
 DD2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS463822(NAD 83)
 DD2022_MARKER: DD = SURVEY DISK
 DD2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2022_SP_SET: CONCRETE POST
 DD2022_STAMPING: VERT 22 187 1987
 DD2022_MARK LOGO: SCGS  
 DD2022_PROJECTION: RECESSED 8 CENTIMETERS
 DD2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2022+STABILITY: SURFACE MOTION
 DD2022
 DD2022  HISTORY     - Date     Condition        Report By
 DD2022  HISTORY     - 1987     MONUMENTED       SCGS
 DD2022  HISTORY     - 1989     GOOD             USPSQD
 DD2022  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DD2022
 DD2022                          STATION DESCRIPTION
 DD2022
 DD2022'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2022'17.5 KM (10.85 MI) SW FROM GEORGETOWN.
 DD2022'19.7 KM (12.25 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2022'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2022'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 7.5 KM (4.65 MI)
 DD2022'NORTHWESTERLY ALONG STATE ROAD 24, SET NEAR THE SOUTHEAST CORNER OF
 DD2022'AND IN LINE WITH THE SOUTH SIDE OF A CONCRETE BLOCK STORE (D AND D
 DD2022'GROCERS) AND BARBER SHOP, 31.35 METERS (102.9 FT) EAST-NORTHEAST OF
 DD2022'THE CENTER OF THE ROAD, 2.91 METERS (9.5 FT) EAST-NORTHEAST OF THE
 DD2022'STORE CORNER, 23.33 METERS (76.5 FT) SOUTH OF A POWER POLE NORTH OF
 DD2022'THE STORE, 19.5 METERS (64.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 DD2022'CORNER OF THE CONCRETE BLOCK PORCH TO A MOBILE HOME BEHIND THE STORE.
 DD2022'THE MARK IS 0.8 M BELOW THE ROAD.
 DD2022
 DD2022                          STATION RECOVERY (1989)
 DD2022
 DD2022'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2022'RECOVERED IN GOOD CONDITION.
 DD2022
 DD2022                          STATION RECOVERY (2004)
 DD2022
 DD2022'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2022'SEARCHED NEAR SE CORNER OF STORE WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2021 ***********************************************************************
 DD2021  DESIGNATION -  22 188
 DD2021  PID         -  DD2021
 DD2021  STATE/COUNTY-  SC/GEORGETOWN
 DD2021  USGS QUAD   -  KILSOCK BAY (1973)
 DD2021
 DD2021                         *CURRENT SURVEY CONTROL
 DD2021  ___________________________________________________________________
 DD2021* NAD 83(1986)-  33 15 12.     (N)    079 25 13.     (W)     SCALED    
 DD2021* NAVD 88     -         4.784  (meters)      15.70   (feet)  ADJUSTED  
 DD2021  ___________________________________________________________________
 DD2021  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DD2021  DYNAMIC HT  -           4.778 (meters)      15.68  (feet)  COMP
 DD2021  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 DD2021
 DD2021  VERT ORDER  -  FIRST     CLASS II
 DD2021
 DD2021.The horizontal coordinates were scaled from a topographic map and have
 DD2021.an estimated accuracy of +/- 6 seconds.
 DD2021
 DD2021.The orthometric height was determined by differential leveling
 DD2021.and adjusted by the National Geodetic Survey in June 1991..
 DD2021
 DD2021.The geoid height was determined by GEOID03.
 DD2021
 DD2021.The dynamic height is computed by dividing the NAVD 88
 DD2021.geopotential number by the normal gravity value computed on the
 DD2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2021.degrees latitude (g = 980.6199 gals.).
 DD2021
 DD2021.The modeled gravity was interpolated from observed gravity values.
 DD2021
 DD2021;                    North         East    Units  Estimated Accuracy
 DD2021;SPC SC       -   158,600.      756,780.      MT  (+/- 180 meters Scaled)
 DD2021
 DD2021                          SUPERSEDED SURVEY CONTROL
 DD2021
 DD2021  NGVD 29 (03/21/89)    5.087  (m)           16.69   (f) ADJUSTED    1 2
 DD2021
 DD2021.Superseded values are not recommended for survey control.
 DD2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2021.See file dsdata.txt to determine how the superseded data were derived.
 DD2021
 DD2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS471804(NAD 83)
 DD2021_MARKER: DD = SURVEY DISK
 DD2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2021_SP_SET: CONCRETE POST
 DD2021_STAMPING: VERT 22 188 1987
 DD2021_MARK LOGO: SCGS  
 DD2021_PROJECTION: RECESSED 2 CENTIMETERS
 DD2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2021+STABILITY: SURFACE MOTION
 DD2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2021+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD2021
 DD2021  HISTORY     - Date     Condition        Report By
 DD2021  HISTORY     - 1987     MONUMENTED       SCGS
 DD2021  HISTORY     - 1989     GOOD             USPSQD
 DD2021  HISTORY     - 20040606 GOOD             USPSQD
 DD2021  HISTORY     - 20051119 GOOD             USPSQD
 DD2021
 DD2021                          STATION DESCRIPTION
 DD2021
 DD2021'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2021'18.2 KM (11.3 MI) SW FROM GEORGETOWN.
 DD2021'19.7 KM (12.25 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2021'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2021'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 5.4 KM (3.35 MI)
 DD2021'NORTHWESTERLY ALONG STATE ROAD 24, SET IN FRONT OF A BRICK HOUSE WITH
 DD2021'AN OPEN GARAGE AND A BRICK PUMP SHED NORTH OF THE GARAGE, 0.55 KM
 DD2021'(0.35 MI) NORTHWEST OF THE JUNCTION OF STATE ROAD 476, 36.5 METERS
 DD2021'(119.8 FT) WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 8.45 METERS
 DD2021'(27.7 FT) NORTH-NORTHEAST OF THE EAST CORNER OF THE HOUSE (SCREENED
 DD2021'PORCH), 7.26 METERS (23.8 FT) SOUTHEAST OF THE EAST CORNER OF THE
 DD2021'SHED, 1.37 METERS (4.5 FT) NORTH-NORTHWEST OF THE NORTHWEST EDGE OF
 DD2021'THE SIDEWALK TO THE HOUSE.
 DD2021
 DD2021                          STATION RECOVERY (1989)
 DD2021
 DD2021'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2021'RECOVERED IN GOOD CONDITION.
 DD2021
 DD2021                          STATION RECOVERY (2004)
 DD2021
 DD2021'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2021'RECOVERED IN GOOD CONDITION.
 DD2021
 DD2021                          STATION RECOVERY (2005)
 DD2021
 DD2021'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2020 ***********************************************************************
 DD2020  DESIGNATION -  22 189
 DD2020  PID         -  DD2020
 DD2020  STATE/COUNTY-  SC/GEORGETOWN
 DD2020  USGS QUAD   -  SANTEE (1973)
 DD2020
 DD2020                         *CURRENT SURVEY CONTROL
 DD2020  ___________________________________________________________________
 DD2020* NAD 83(1986)-  33 14 40.     (N)    079 24 25.     (W)     SCALED    
 DD2020* NAVD 88     -         5.362  (meters)      17.59   (feet)  ADJUSTED  
 DD2020  ___________________________________________________________________
 DD2020  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DD2020  DYNAMIC HT  -           5.356 (meters)      17.57  (feet)  COMP
 DD2020  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 DD2020
 DD2020  VERT ORDER  -  FIRST     CLASS II
 DD2020
 DD2020.The horizontal coordinates were scaled from a topographic map and have
 DD2020.an estimated accuracy of +/- 6 seconds.
 DD2020
 DD2020.The orthometric height was determined by differential leveling
 DD2020.and adjusted by the National Geodetic Survey in June 1991..
 DD2020
 DD2020.The geoid height was determined by GEOID03.
 DD2020
 DD2020.The dynamic height is computed by dividing the NAVD 88
 DD2020.geopotential number by the normal gravity value computed on the
 DD2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2020.degrees latitude (g = 980.6199 gals.).
 DD2020
 DD2020.The modeled gravity was interpolated from observed gravity values.
 DD2020
 DD2020;                    North         East    Units  Estimated Accuracy
 DD2020;SPC SC       -   157,630.      758,030.      MT  (+/- 180 meters Scaled)
 DD2020
 DD2020                          SUPERSEDED SURVEY CONTROL
 DD2020
 DD2020  NGVD 29 (03/21/89)    5.665  (m)           18.59   (f) ADJUSTED    1 2
 DD2020
 DD2020.Superseded values are not recommended for survey control.
 DD2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2020.See file dsdata.txt to determine how the superseded data were derived.
 DD2020
 DD2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS484795(NAD 83)
 DD2020_MARKER: DD = SURVEY DISK
 DD2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2020_SP_SET: CONCRETE POST
 DD2020_STAMPING: VERT 22 189 1987
 DD2020_MARK LOGO: SCGS  
 DD2020_PROJECTION: RECESSED 1 CENTIMETERS
 DD2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2020+STABILITY: SURFACE MOTION
 DD2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2020+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD2020
 DD2020  HISTORY     - Date     Condition        Report By
 DD2020  HISTORY     - 1987     MONUMENTED       SCGS
 DD2020  HISTORY     - 1989     GOOD             USPSQD
 DD2020  HISTORY     - 20040606 GOOD             USPSQD
 DD2020  HISTORY     - 20051119 GOOD             USPSQD
 DD2020
 DD2020                          STATION DESCRIPTION
 DD2020
 DD2020'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2020'18.2 KM (11.3 MI) SW FROM GEORGETOWN.
 DD2020'19.7 KM (12.25 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2020'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2020'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI)
 DD2020'NORTHWESTERLY ALONG STATE ROAD 24, SET NEAR THE WEST CORNER OF A
 DD2020'LARGE BRICK CHURCH (MOUNT ZION A.M.E.) BEHIND THE BRICK SIGN AND A
 DD2020'WHEELCHAIR RAMP, 0.8 KM (0.5 MI) SOUTHEAST OF THE JUNCTION OF STATE
 DD2020'ROAD 31, 35.5 METERS (116.5 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 DD2020'1.13 METERS (3.7 FT) NORTH-NORTHWEST OF THE CHURCH CORNER, 29.3
 DD2020'METERS (96.1 FT) NORTH-NORTHWEST OF A SECURITY LIGHT POLE, 0.35 METER
 DD2020'(1.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE RAMP, 2.85 METERS
 DD2020'(9.4 FT) EAST-NORTHEAST OF THE NORTH CORNER AT THE WEST END OF THE
 DD2020'BASE OF THE SIGN.
 DD2020
 DD2020                          STATION RECOVERY (1989)
 DD2020
 DD2020'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2020'RECOVERED IN GOOD CONDITION.
 DD2020
 DD2020                          STATION RECOVERY (2004)
 DD2020
 DD2020'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2020'RECOVERED IN GOOD CONDITION.
 DD2020
 DD2020                          STATION RECOVERY (2005)
 DD2020
 DD2020'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2019 ***********************************************************************
 DD2019  DESIGNATION -  22 190
 DD2019  PID         -  DD2019
 DD2019  STATE/COUNTY-  SC/GEORGETOWN
 DD2019  USGS QUAD   -  SANTEE (1973)
 DD2019
 DD2019                         *CURRENT SURVEY CONTROL
 DD2019  ___________________________________________________________________
 DD2019* NAD 83(1986)-  33 14 09.     (N)    079 23 32.     (W)     SCALED    
 DD2019* NAVD 88     -         7.159  (meters)      23.49   (feet)  ADJUSTED  
 DD2019  ___________________________________________________________________
 DD2019  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 DD2019  DYNAMIC HT  -           7.151 (meters)      23.46  (feet)  COMP
 DD2019  MODELED GRAV-     979,579.7   (mgal)                       NAVD 88
 DD2019
 DD2019  VERT ORDER  -  FIRST     CLASS II
 DD2019
 DD2019.The horizontal coordinates were scaled from a topographic map and have
 DD2019.an estimated accuracy of +/- 6 seconds.
 DD2019
 DD2019.The orthometric height was determined by differential leveling
 DD2019.and adjusted by the National Geodetic Survey in June 1991..
 DD2019
 DD2019.The geoid height was determined by GEOID03.
 DD2019
 DD2019.The dynamic height is computed by dividing the NAVD 88
 DD2019.geopotential number by the normal gravity value computed on the
 DD2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2019.degrees latitude (g = 980.6199 gals.).
 DD2019
 DD2019.The modeled gravity was interpolated from observed gravity values.
 DD2019
 DD2019;                    North         East    Units  Estimated Accuracy
 DD2019;SPC SC       -   156,700.      759,420.      MT  (+/- 180 meters Scaled)
 DD2019
 DD2019                          SUPERSEDED SURVEY CONTROL
 DD2019
 DD2019  NGVD 29 (03/21/89)    7.462  (m)           24.48   (f) ADJUSTED    1 2
 DD2019
 DD2019.Superseded values are not recommended for survey control.
 DD2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2019.See file dsdata.txt to determine how the superseded data were derived.
 DD2019
 DD2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS497785(NAD 83)
 DD2019_MARKER: DD = SURVEY DISK
 DD2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2019_SP_SET: CONCRETE POST
 DD2019_STAMPING: VERT 22 190 1987
 DD2019_MARK LOGO: SCGS  
 DD2019_PROJECTION: FLUSH
 DD2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2019+STABILITY: SURFACE MOTION
 DD2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2019+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DD2019
 DD2019  HISTORY     - Date     Condition        Report By
 DD2019  HISTORY     - 1987     MONUMENTED       SCGS
 DD2019  HISTORY     - 1989     GOOD             USPSQD
 DD2019  HISTORY     - 20040606 GOOD             USPSQD
 DD2019  HISTORY     - 20051119 GOOD             USPSQD
 DD2019
 DD2019                          STATION DESCRIPTION
 DD2019
 DD2019'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2019'18.2 KM (11.3 MI) SSW FROM GEORGETOWN.
 DD2019'19.7 KM (12.25 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2019'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2019'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 2.1 KM (1.3 MI)
 DD2019'NORTHWESTERLY ALONG STATE ROAD 24, SET OUTSIDE THE SOUTHEAST SIDE OF
 DD2019'A CHAIN LINK FENCE SURROUNDING AN ELEVATED WATER TANK (GEORGETOWN
 DD2019'COUNTY WATER AND SEWER) AND IN LINE WITH THE SOUTHWEST SIDE OF A
 DD2019'CONCRETE BLOCK BUILDING INSIDE THE FENCE, 34.0 METERS (111.5 FT)
 DD2019'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 0.37 METER (1.2 FT)
 DD2019'EAST-SOUTHEAST OF THE FENCE, 12.57 METERS (41.2 FT) EAST-SOUTHEAST OF
 DD2019'THE SOUTH CORNER OF THE BUILDING, 4.2 METERS (13.8 FT) EAST-NORTHEAST
 DD2019'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE EAST LEG OF
 DD2019'THE TANK, 5.95 METERS (19.5 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH
 DD2019'A GUY WIRE AND A METER BOX.
 DD2019'THE MARK IS 0.36 METERS  ESE FROM  A WITNESS POST
 DD2019
 DD2019                          STATION RECOVERY (1989)
 DD2019
 DD2019'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2019'RECOVERED IN GOOD CONDITION.
 DD2019
 DD2019                          STATION RECOVERY (2004)
 DD2019
 DD2019'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2019'RECOVERED IN GOOD CONDITION.
 DD2019
 DD2019                          STATION RECOVERY (2005)
 DD2019
 DD2019'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2018 ***********************************************************************
 DD2018  DESIGNATION -  22 191
 DD2018  PID         -  DD2018
 DD2018  STATE/COUNTY-  SC/GEORGETOWN
 DD2018  USGS QUAD   -  SANTEE (1973)
 DD2018
 DD2018                         *CURRENT SURVEY CONTROL
 DD2018  ___________________________________________________________________
 DD2018* NAD 83(1986)-  33 13 43.     (N)    079 22 56.     (W)     SCALED    
 DD2018* NAVD 88     -         5.345  (meters)      17.54   (feet)  ADJUSTED  
 DD2018  ___________________________________________________________________
 DD2018  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DD2018  DYNAMIC HT  -           5.340 (meters)      17.52  (feet)  COMP
 DD2018  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 DD2018
 DD2018  VERT ORDER  -  FIRST     CLASS II
 DD2018
 DD2018.The horizontal coordinates were scaled from a topographic map and have
 DD2018.an estimated accuracy of +/- 6 seconds.
 DD2018
 DD2018.The orthometric height was determined by differential leveling
 DD2018.and adjusted by the National Geodetic Survey in June 1991..
 DD2018
 DD2018.The geoid height was determined by GEOID03.
 DD2018
 DD2018.The dynamic height is computed by dividing the NAVD 88
 DD2018.geopotential number by the normal gravity value computed on the
 DD2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2018.degrees latitude (g = 980.6199 gals.).
 DD2018
 DD2018.The modeled gravity was interpolated from observed gravity values.
 DD2018
 DD2018;                    North         East    Units  Estimated Accuracy
 DD2018;SPC SC       -   155,910.      760,360.      MT  (+/- 180 meters Scaled)
 DD2018
 DD2018                          SUPERSEDED SURVEY CONTROL
 DD2018
 DD2018  NGVD 29 (03/21/89)    5.649  (m)           18.53   (f) ADJUSTED    1 2
 DD2018
 DD2018.Superseded values are not recommended for survey control.
 DD2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2018.See file dsdata.txt to determine how the superseded data were derived.
 DD2018
 DD2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS507777(NAD 83)
 DD2018_MARKER: DD = SURVEY DISK
 DD2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2018_SP_SET: CONCRETE POST
 DD2018_STAMPING: VERT 22 191 1987
 DD2018_MARK LOGO: SCGS  
 DD2018_PROJECTION: FLUSH
 DD2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2018+STABILITY: SURFACE MOTION
 DD2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2018+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2018
 DD2018  HISTORY     - Date     Condition        Report By
 DD2018  HISTORY     - 1987     MONUMENTED       SCGS
 DD2018  HISTORY     - 1989     GOOD             USPSQD
 DD2018  HISTORY     - 20040606 GOOD             USPSQD
 DD2018
 DD2018                          STATION DESCRIPTION
 DD2018
 DD2018'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2018'18.2 KM (11.3 MI) SSW FROM GEORGETOWN.
 DD2018'19.7 KM (12.25 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2018'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2018'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 0.8 KM (0.5 MI)
 DD2018'NORTH-NORTHWEST ALONG STATE ROAD 24, SET NEAR POWER POLE 3917GG/30
 DD2018'WITH SIX GUY WIRES AND A TRANSFORMER IN THE SOUTHEAST ANGLE OF A SAND
 DD2018'ROAD LEADING EAST, 12.35 METERS (40.5 FT) EAST-NORTHEAST OF THE
 DD2018'CENTER OF ROAD 24, 6.7 METERS (22.0 FT) SOUTH OF THE CENTER OF THE
 DD2018'SAND ROAD, 4.63 METERS (15.2 FT) WEST OF THE POWER POLE, 20.61 METERS
 DD2018'(67.6 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A SMALL CONCRETE
 DD2018'BLOCK CONVENIENCE STORE, 9.65 METERS (31.7 FT) NORTH OF A 22-INCH
 DD2018'BLAZED PINE TREE.
 DD2018'THE MARK IS 1.74 METERS  ESE FROM  A WITNESS POST
 DD2018'THE MARK IS ABOVE LEVEL WITH ROAD 24.
 DD2018
 DD2018                          STATION RECOVERY (1989)
 DD2018
 DD2018'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2018'RECOVERED IN GOOD CONDITION.
 DD2018
 DD2018                          STATION RECOVERY (2004)
 DD2018
 DD2018'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2013 ***********************************************************************
 DD2013  DESIGNATION -  22 192
 DD2013  PID         -  DD2013
 DD2013  STATE/COUNTY-  SC/GEORGETOWN
 DD2013  USGS QUAD   -  MINIM ISLAND (1973)
 DD2013
 DD2013                         *CURRENT SURVEY CONTROL
 DD2013  ___________________________________________________________________
 DD2013* NAD 83(1986)-  33 12 57.     (N)    079 21 48.     (W)     SCALED    
 DD2013* NAVD 88     -         6.077  (meters)      19.94   (feet)  ADJUSTED  
 DD2013  ___________________________________________________________________
 DD2013  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DD2013  DYNAMIC HT  -           6.071 (meters)      19.92  (feet)  COMP
 DD2013  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DD2013
 DD2013  VERT ORDER  -  FIRST     CLASS II
 DD2013
 DD2013.The horizontal coordinates were scaled from a topographic map and have
 DD2013.an estimated accuracy of +/- 6 seconds.
 DD2013
 DD2013.The orthometric height was determined by differential leveling
 DD2013.and adjusted by the National Geodetic Survey in June 1991..
 DD2013
 DD2013.The geoid height was determined by GEOID03.
 DD2013
 DD2013.The dynamic height is computed by dividing the NAVD 88
 DD2013.geopotential number by the normal gravity value computed on the
 DD2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2013.degrees latitude (g = 980.6199 gals.).
 DD2013
 DD2013.The modeled gravity was interpolated from observed gravity values.
 DD2013
 DD2013;                    North         East    Units  Estimated Accuracy
 DD2013;SPC SC       -   154,520.      762,150.      MT  (+/- 180 meters Scaled)
 DD2013
 DD2013                          SUPERSEDED SURVEY CONTROL
 DD2013
 DD2013  NGVD 29 (03/21/89)    6.381  (m)           20.93   (f) ADJUSTED    1 2
 DD2013
 DD2013.Superseded values are not recommended for survey control.
 DD2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2013.See file dsdata.txt to determine how the superseded data were derived.
 DD2013
 DD2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS525764(NAD 83)
 DD2013_MARKER: DD = SURVEY DISK
 DD2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2013_SP_SET: CONCRETE POST
 DD2013_STAMPING: VERT 22 192 1987
 DD2013_MARK LOGO: SCGS  
 DD2013_PROJECTION: PROJECTING 7 CENTIMETERS
 DD2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2013+STABILITY: SURFACE MOTION
 DD2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2013+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2013
 DD2013  HISTORY     - Date     Condition        Report By
 DD2013  HISTORY     - 1987     MONUMENTED       SCGS
 DD2013  HISTORY     - 1989     GOOD             USPSQD
 DD2013  HISTORY     - 20040606 GOOD             USPSQD
 DD2013
 DD2013                          STATION DESCRIPTION
 DD2013
 DD2013'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2013'18.9 KM (11.75 MI) SSW FROM GEORGETOWN.
 DD2013'19.9 KM (12.35 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2013'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2013'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 1.55 KM (0.95 MI)
 DD2013'EAST-SOUTHEAST ALONG STATE ROAD 30, SET IN THE SOUTHWEST ANGLE OF A
 DD2013'SAND ROAD NEAR THE WEST ONE OF THREE CREOSOTE POSTS SUPPORTING CABLES
 DD2013'ACROSS THE ROAD, 27.63 METERS (90.6 FT) SOUTH OF THE CENTER OF ROAD
 DD2013'30, 6.0 METERS (19.7 FT) WEST-SOUTHWEST OF THE CENTER OF THE SAND
 DD2013'ROAD, 4.6 METERS (15.1 FT) WEST OF THE WEST POST, 10.08 METERS (33.1
 DD2013'FT) NORTHEAST OF A 14-INCH PUMPKIN ASH TREE (RED ASH).
 DD2013'THE MARK IS 0.24 METERS  NNW FROM  A WITNESS POST
 DD2013'THE MARK IS 0.2 M BELOW THE ROAD.
 DD2013
 DD2013                          STATION RECOVERY (1989)
 DD2013
 DD2013'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2013'RECOVERED IN GOOD CONDITION.
 DD2013
 DD2013                          STATION RECOVERY (2004)
 DD2013
 DD2013'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2012 ***********************************************************************
 DD2012  DESIGNATION -  22 193
 DD2012  PID         -  DD2012
 DD2012  STATE/COUNTY-  SC/GEORGETOWN
 DD2012  USGS QUAD   -  MINIM ISLAND (1973)
 DD2012
 DD2012                         *CURRENT SURVEY CONTROL
 DD2012  ___________________________________________________________________
 DD2012* NAD 83(1986)-  33 12 54.     (N)    079 20 49.     (W)     SCALED    
 DD2012* NAVD 88     -         3.739  (meters)      12.27   (feet)  ADJUSTED  
 DD2012  ___________________________________________________________________
 DD2012  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD2012  DYNAMIC HT  -           3.735 (meters)      12.25  (feet)  COMP
 DD2012  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DD2012
 DD2012  VERT ORDER  -  FIRST     CLASS II
 DD2012
 DD2012.The horizontal coordinates were scaled from a topographic map and have
 DD2012.an estimated accuracy of +/- 6 seconds.
 DD2012
 DD2012.The orthometric height was determined by differential leveling
 DD2012.and adjusted by the National Geodetic Survey in June 1991..
 DD2012
 DD2012.The geoid height was determined by GEOID03.
 DD2012
 DD2012.The dynamic height is computed by dividing the NAVD 88
 DD2012.geopotential number by the normal gravity value computed on the
 DD2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2012.degrees latitude (g = 980.6199 gals.).
 DD2012
 DD2012.The modeled gravity was interpolated from observed gravity values.
 DD2012
 DD2012;                    North         East    Units  Estimated Accuracy
 DD2012;SPC SC       -   154,460.      763,670.      MT  (+/- 180 meters Scaled)
 DD2012
 DD2012                          SUPERSEDED SURVEY CONTROL
 DD2012
 DD2012  NGVD 29 (03/21/89)    4.042  (m)           13.26   (f) ADJUSTED    1 2
 DD2012
 DD2012.Superseded values are not recommended for survey control.
 DD2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2012.See file dsdata.txt to determine how the superseded data were derived.
 DD2012
 DD2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS540763(NAD 83)
 DD2012_MARKER: DD = SURVEY DISK
 DD2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2012_SP_SET: CONCRETE POST
 DD2012_STAMPING: VERT 22 193 1987
 DD2012_MARK LOGO: SCGS  
 DD2012_PROJECTION: FLUSH
 DD2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2012+STABILITY: SURFACE MOTION
 DD2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2012+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2012
 DD2012  HISTORY     - Date     Condition        Report By
 DD2012  HISTORY     - 1987     MONUMENTED       SCGS
 DD2012  HISTORY     - 20040606 GOOD             USPSQD
 DD2012
 DD2012                          STATION DESCRIPTION
 DD2012
 DD2012'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2012'18.5 KM (11.5 MI) SSW FROM GEORGETOWN.
 DD2012'19.9 KM (12.35 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2012'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2012'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 3.05 KM (1.9 MI)
 DD2012'EASTERLY ALONG STATE ROAD 30, THENCE 0.15 KM (0.1 MI) SOUTHERLY ALONG
 DD2012'A SAND ROAD LEADING INTO THE WOODSIDE PLANTATION, SET NEAR THE
 DD2012'NORTHWEST CORNER OF A SMALL WOODEN BUILDING WITH A BRICK FOUNDATION
 DD2012'AND CHIMNEY AT A FORK IN THE ROAD, 20.0 METERS (65.6 FT)
 DD2012'EAST-SOUTHEAST OF THE CENTER OF THE ROAD FORK, 3.1 METERS (10.2 FT)
 DD2012'NORTH-NORTHEAST OF THE CORNER OF THE FOUNDATION, 5.74 METERS (18.8
 DD2012'FT) WEST-NORTHWEST OF A POWER POLE WITH A GUY WIRE, 12.6 METERS (41.3
 DD2012'FT) SOUTHEAST OF A 50-INCH LIVE OAK TREE.
 DD2012'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD.
 DD2012
 DD2012                          STATION RECOVERY (2004)
 DD2012
 DD2012'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2008 ***********************************************************************
 DD2008  DESIGNATION -  22 194
 DD2008  PID         -  DD2008
 DD2008  STATE/COUNTY-  SC/GEORGETOWN
 DD2008  USGS QUAD   -  MINIM ISLAND (1973)
 DD2008
 DD2008                         *CURRENT SURVEY CONTROL
 DD2008  ___________________________________________________________________
 DD2008* NAD 83(1986)-  33 13 10.     (N)    079 19 54.     (W)     SCALED    
 DD2008* NAVD 88     -         4.857  (meters)      15.94   (feet)  ADJUSTED  
 DD2008  ___________________________________________________________________
 DD2008  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DD2008  DYNAMIC HT  -           4.852 (meters)      15.92  (feet)  COMP
 DD2008  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 DD2008
 DD2008  VERT ORDER  -  FIRST     CLASS II
 DD2008
 DD2008.The horizontal coordinates were scaled from a topographic map and have
 DD2008.an estimated accuracy of +/- 6 seconds.
 DD2008
 DD2008.The orthometric height was determined by differential leveling
 DD2008.and adjusted by the National Geodetic Survey in June 1991..
 DD2008
 DD2008.The geoid height was determined by GEOID03.
 DD2008
 DD2008.The dynamic height is computed by dividing the NAVD 88
 DD2008.geopotential number by the normal gravity value computed on the
 DD2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2008.degrees latitude (g = 980.6199 gals.).
 DD2008
 DD2008.The modeled gravity was interpolated from observed gravity values.
 DD2008
 DD2008;                    North         East    Units  Estimated Accuracy
 DD2008;SPC SC       -   154,970.      765,090.      MT  (+/- 180 meters Scaled)
 DD2008
 DD2008                          SUPERSEDED SURVEY CONTROL
 DD2008
 DD2008  NGVD 29 (03/21/89)    5.160  (m)           16.93   (f) ADJUSTED    1 2
 DD2008
 DD2008.Superseded values are not recommended for survey control.
 DD2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2008.See file dsdata.txt to determine how the superseded data were derived.
 DD2008
 DD2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS554768(NAD 83)
 DD2008_MARKER: DD = SURVEY DISK
 DD2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2008_SP_SET: CONCRETE POST
 DD2008_STAMPING: VERT 22 194 1987
 DD2008_MARK LOGO: SCGS  
 DD2008_PROJECTION: RECESSED 2 CENTIMETERS
 DD2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2008+STABILITY: SURFACE MOTION
 DD2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2008+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2008
 DD2008  HISTORY     - Date     Condition        Report By
 DD2008  HISTORY     - 1987     MONUMENTED       SCGS
 DD2008  HISTORY     - 1989     GOOD             USPSQD
 DD2008  HISTORY     - 20040606 GOOD             USPSQD
 DD2008
 DD2008                          STATION DESCRIPTION
 DD2008
 DD2008'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2008'17.6 KM (10.95 MI) SSW FROM GEORGETOWN.
 DD2008'19.9 KM (12.35 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2008'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2008'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 4.65 KM (2.9 MI)
 DD2008'EASTERLY ALONG STATE ROAD 30, SET NEAR THE EAST END OF THE EAST SIDE
 DD2008'OF THE BRICK ENTRANCE-WAY AT THE MAIN ENTRANCE TO THE KINLOCH
 DD2008'PLANTATION, 9.6 METERS (31.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF
 DD2008'ROAD 30, 6.45 METERS (21.2 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 DD2008'ENTRANCE ROAD, 0.62 METER (2.0 FT) NORTH-NORTHWEST OF THE NORTHWEST
 DD2008'CORNER OF THE EASTERN-MOST ENTRANCE-WAY PILLAR, 3.2 METERS (10.5 FT)
 DD2008'WEST OF A 28-INCH LIVE OAK TREE, 0.3 METER (1.0 FT) NORTH-NORTHEAST
 DD2008'OF THE ENTRANCE-WAY WALL.
 DD2008'THE MARK IS 1.0 M ABOVE THE ROAD.
 DD2008
 DD2008                          STATION RECOVERY (1989)
 DD2008
 DD2008'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2008'RECOVERED IN GOOD CONDITION.
 DD2008
 DD2008                          STATION RECOVERY (2004)
 DD2008
 DD2008'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2007 ***********************************************************************
 DD2007  DESIGNATION -  22 195
 DD2007  PID         -  DD2007
 DD2007  STATE/COUNTY-  SC/GEORGETOWN
 DD2007  USGS QUAD   -  MINIM ISLAND (1973)
 DD2007
 DD2007                         *CURRENT SURVEY CONTROL
 DD2007  ___________________________________________________________________
 DD2007* NAD 83(1986)-  33 13 02.     (N)    079 19 14.     (W)     SCALED    
 DD2007* NAVD 88     -         6.550  (meters)      21.49   (feet)  ADJUSTED  
 DD2007  ___________________________________________________________________
 DD2007  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DD2007  DYNAMIC HT  -           6.543 (meters)      21.47  (feet)  COMP
 DD2007  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DD2007
 DD2007  VERT ORDER  -  FIRST     CLASS II
 DD2007
 DD2007.The horizontal coordinates were scaled from a topographic map and have
 DD2007.an estimated accuracy of +/- 6 seconds.
 DD2007
 DD2007.The orthometric height was determined by differential leveling
 DD2007.and adjusted by the National Geodetic Survey in June 1991..
 DD2007
 DD2007.The geoid height was determined by GEOID03.
 DD2007
 DD2007.The dynamic height is computed by dividing the NAVD 88
 DD2007.geopotential number by the normal gravity value computed on the
 DD2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2007.degrees latitude (g = 980.6199 gals.).
 DD2007
 DD2007.The modeled gravity was interpolated from observed gravity values.
 DD2007
 DD2007;                    North         East    Units  Estimated Accuracy
 DD2007;SPC SC       -   154,740.      766,130.      MT  (+/- 180 meters Scaled)
 DD2007
 DD2007                          SUPERSEDED SURVEY CONTROL
 DD2007
 DD2007  NGVD 29 (03/21/89)    6.854  (m)           22.49   (f) ADJUSTED    1 2
 DD2007
 DD2007.Superseded values are not recommended for survey control.
 DD2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2007.See file dsdata.txt to determine how the superseded data were derived.
 DD2007
 DD2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS565766(NAD 83)
 DD2007_MARKER: DD = SURVEY DISK
 DD2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2007_SP_SET: CONCRETE POST
 DD2007_STAMPING: VERT 22 195 1987
 DD2007_MARK LOGO: SCGS  
 DD2007_PROJECTION: PROJECTING 1 CENTIMETERS
 DD2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2007+STABILITY: SURFACE MOTION
 DD2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2007+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD2007
 DD2007  HISTORY     - Date     Condition        Report By
 DD2007  HISTORY     - 1987     MONUMENTED       SCGS
 DD2007  HISTORY     - 1989     GOOD             USPSQD
 DD2007  HISTORY     - 20040606 GOOD             USPSQD
 DD2007
 DD2007                          STATION DESCRIPTION
 DD2007
 DD2007'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2007'17.7 KM (11.0 MI) SOUTH FROM GEORGETOWN.
 DD2007'19.9 KM (12.35 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS
 DD2007'17 AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY
 DD2007'521 (HIGHMARKET STREET) IN GEORGETOWN, THENCE 5.7 KM (3.55 MI)
 DD2007'EASTERLY ALONG STATE ROAD 30, ADD-MAY ALSO BE REACHED BY GOING 3.0 KM
 DD2007'(1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD2007'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET STREET) IN
 DD2007'GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD), KEEP LEFT
 DD2007'12.05 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18, THENCE 6.5
 DD2007'KM (4.05 MI) SOUTH-SOUTHWEST AND WESTERLY ALONG STATE ROAD 30, THENCE
 DD2007'0.1 KM (0.05 MI) NORTHEAST ALONG A SAND DRIVEWAY, SET NEAR THE
 DD2007'SOUTHWEST CORNER OF A CONCRETE BLOCK CHURCH (BETHEL A.M.E.), 59.25
 DD2007'METERS (194.4 FT) NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 0.65
 DD2007'METER (2.1 FT) SOUTH-SOUTHWEST OF THE CHURCH CORNER, 21.1 METERS
 DD2007'(69.2 FT) EAST OF A SECURITY LIGHT POLE WEST OF THE CHURCH, 26.2
 DD2007'METERS (86.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DD2007'HEADSTONE (REV.  WILLIAM JACKSON).
 DD2007
 DD2007                          STATION RECOVERY (1989)
 DD2007
 DD2007'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2007'RECOVERED IN GOOD CONDITION.
 DD2007
 DD2007                          STATION RECOVERY (2004)
 DD2007
 DD2007'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1999 ***********************************************************************
 DD1999  DESIGNATION -  22 196
 DD1999  PID         -  DD1999
 DD1999  STATE/COUNTY-  SC/GEORGETOWN
 DD1999  USGS QUAD   -  MINIM ISLAND (1973)
 DD1999
 DD1999                         *CURRENT SURVEY CONTROL
 DD1999  ___________________________________________________________________
 DD1999* NAD 83(1986)-  33 13 01.     (N)    079 17 57.     (W)     SCALED    
 DD1999* NAVD 88     -         3.458  (meters)      11.35   (feet)  ADJUSTED  
 DD1999  ___________________________________________________________________
 DD1999  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DD1999  DYNAMIC HT  -           3.454 (meters)      11.33  (feet)  COMP
 DD1999  MODELED GRAV-     979,571.6   (mgal)                       NAVD 88
 DD1999
 DD1999  VERT ORDER  -  FIRST     CLASS II
 DD1999
 DD1999.The horizontal coordinates were scaled from a topographic map and have
 DD1999.an estimated accuracy of +/- 6 seconds.
 DD1999
 DD1999.The orthometric height was determined by differential leveling
 DD1999.and adjusted by the National Geodetic Survey in June 1991..
 DD1999
 DD1999.The geoid height was determined by GEOID03.
 DD1999
 DD1999.The dynamic height is computed by dividing the NAVD 88
 DD1999.geopotential number by the normal gravity value computed on the
 DD1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1999.degrees latitude (g = 980.6199 gals.).
 DD1999
 DD1999.The modeled gravity was interpolated from observed gravity values.
 DD1999
 DD1999;                    North         East    Units  Estimated Accuracy
 DD1999;SPC SC       -   154,740.      768,120.      MT  (+/- 180 meters Scaled)
 DD1999
 DD1999                          SUPERSEDED SURVEY CONTROL
 DD1999
 DD1999  NGVD 29 (03/21/89)    3.762  (m)           12.34   (f) ADJUSTED    1 2
 DD1999
 DD1999.Superseded values are not recommended for survey control.
 DD1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1999.See file dsdata.txt to determine how the superseded data were derived.
 DD1999
 DD1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS585766(NAD 83)
 DD1999_MARKER: DD = SURVEY DISK
 DD1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1999_SP_SET: CONCRETE POST
 DD1999_STAMPING: VERT 22 196 1987
 DD1999_MARK LOGO: SCGS  
 DD1999_PROJECTION: FLUSH
 DD1999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1999+STABILITY: SURFACE MOTION
 DD1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1999+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD1999
 DD1999  HISTORY     - Date     Condition        Report By
 DD1999  HISTORY     - 1987     MONUMENTED       SCGS
 DD1999  HISTORY     - 1989     GOOD             USPSQD
 DD1999  HISTORY     - 19920817 GOOD             NGS
 DD1999  HISTORY     - 20040606 GOOD             USPSQD
 DD1999
 DD1999                          STATION DESCRIPTION
 DD1999
 DD1999'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1999'17.5 KM (10.85 MI) SOUTH FROM GEORGETOWN.
 DD1999'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE ROAD.
 DD1999'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1999'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1999'STREET) IN GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD),
 DD1999'KEEP LEFT 12.05 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18,
 DD1999'THENCE 4.5 KM (2.8 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 30, SET NEAR
 DD1999'THE NORTH GATE POST AT THE ENTRANCE TO THE ANNANDALE PLANTATION, 23.0
 DD1999'METERS (75.5 FT) EAST OF THE CENTER OF ROAD 30 LEADING NORTH, 3.7
 DD1999'METERS (12.1 FT)NORTH OF THE CENTER OF THE ENTRANCE ROAD, 0.78 METER
 DD1999'(2.6 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE GATE POST,
 DD1999'4.92 METERS (16.1 FT) WEST-SOUTHWEST OF A SECURITY LIGHT POLE, 11.45
 DD1999'METERS (37.6 FT) NORTHEAST OF THE NORTHEAST LEG OF A SIGN (ANNANDALE
 DD1999'PLANTATION).
 DD1999
 DD1999                          STATION RECOVERY (1989)
 DD1999
 DD1999'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1999'RECOVERED IN GOOD CONDITION.
 DD1999
 DD1999                          STATION RECOVERY (1992)
 DD1999
 DD1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1999'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER STREET)
 DD1999'FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD1999'GEORGETOWN, THENCE 12.1 KM (7.50 MI) SOUTHERLY ALONG STATE HIGHWAY
 DD1999'S2218 (SOUTH ISLAND ROAD), THENCE 4.5 KM (2.80 MI) SOUTHWESTERLY
 DD1999'ALONG STATE HIGHWAY S2230, 22.7 M (74.5 FT) EAST OF THE HIGHWAY
 DD1999'CENTERLINE, 4.9 M (16.1 FT) WEST-SOUTHWEST OF A UTILITY LIGHT POLE,
 DD1999'3.0 M (9.8 FT) NORTH OF AND LEVEL WITH THE CENTER OF OLD ANNADALE
 DD1999'ROAD, 0.8 M (2.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A GATE
 DD1999'POST, O.8 M EAST-NORTHEAST OF A WITNESS POST AND FENCE, AND THE
 DD1999'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD1999
 DD1999                          STATION RECOVERY (2004)
 DD1999
 DD1999'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2000 ***********************************************************************
 DD2000  DESIGNATION -  22 197
 DD2000  PID         -  DD2000
 DD2000  STATE/COUNTY-  SC/GEORGETOWN
 DD2000  USGS QUAD   -  MINIM ISLAND (1973)
 DD2000
 DD2000                         *CURRENT SURVEY CONTROL
 DD2000  ___________________________________________________________________
 DD2000* NAD 83(1986)-  33 13 06.     (N)    079 17 09.     (W)     SCALED    
 DD2000* NAVD 88     -         3.236  (meters)      10.62   (feet)  ADJUSTED  
 DD2000  ___________________________________________________________________
 DD2000  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD2000  DYNAMIC HT  -           3.233 (meters)      10.61  (feet)  COMP
 DD2000  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DD2000
 DD2000  VERT ORDER  -  FIRST     CLASS II
 DD2000
 DD2000.The horizontal coordinates were scaled from a topographic map and have
 DD2000.an estimated accuracy of +/- 6 seconds.
 DD2000
 DD2000.The orthometric height was determined by differential leveling
 DD2000.and adjusted by the National Geodetic Survey in June 1991..
 DD2000
 DD2000.The geoid height was determined by GEOID03.
 DD2000
 DD2000.The dynamic height is computed by dividing the NAVD 88
 DD2000.geopotential number by the normal gravity value computed on the
 DD2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2000.degrees latitude (g = 980.6199 gals.).
 DD2000
 DD2000.The modeled gravity was interpolated from observed gravity values.
 DD2000
 DD2000;                    North         East    Units  Estimated Accuracy
 DD2000;SPC SC       -   154,920.      769,360.      MT  (+/- 180 meters Scaled)
 DD2000
 DD2000                          SUPERSEDED SURVEY CONTROL
 DD2000
 DD2000  NGVD 29 (03/21/89)    3.540  (m)           11.61   (f) ADJUSTED    1 2
 DD2000
 DD2000.Superseded values are not recommended for survey control.
 DD2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2000.See file dsdata.txt to determine how the superseded data were derived.
 DD2000
 DD2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS597768(NAD 83)
 DD2000_MARKER: DD = SURVEY DISK
 DD2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2000_SP_SET: CONCRETE POST
 DD2000_STAMPING: VERT 22 197 1987
 DD2000_MARK LOGO: SCGS  
 DD2000_PROJECTION: FLUSH
 DD2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2000+STABILITY: SURFACE MOTION
 DD2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2000+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD2000
 DD2000  HISTORY     - Date     Condition        Report By
 DD2000  HISTORY     - 1987     MONUMENTED       SCGS
 DD2000  HISTORY     - 19920817 GOOD             NGS
 DD2000  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DD2000
 DD2000                          STATION DESCRIPTION
 DD2000
 DD2000'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2000'17.2 KM (10.7 MI) SOUTH FROM GEORGETOWN.
 DD2000'THE MARK IS 0.2 M ABOVE ANNANDALE ROAD.
 DD2000'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2000'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2000'STREET) IN GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD),
 DD2000'KEEP LEFT 12.05 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18,
 DD2000'THENCE 4.5 KM (2.8 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 30, THENCE
 DD2000'1.3 KM (0.8 MI) EASTERLY ALONG A SAND ROAD (OLD ANNANDALE ROAD) INTO
 DD2000'THE ANNANDALE PLANTATION, SET NEAR THE ROAD NAME SIGN POST AT THE
 DD2000'JUNCTION OF A SAND ROAD (RED GATE LANE) LEADING SOUTH, 4.0 METERS
 DD2000'(13.1 FT) SOUTH OF THE CENTER OF OLD ANNANDALE ROAD, 0.62 METER (2.0
 DD2000'FT) SOUTH OF THE SIGN POST, 5.9 METERS (19.4 FT) NORTHWEST OF A
 DD2000'DOUBLE-TRUNKED LIVE OAK TREE IN THE TRIANGLE FORMED BY THE ROAD
 DD2000'JUNCTION, 8.0 METERS (26.2 FT) NORTHEAST OF THE CENTER OF THE WEST
 DD2000'FORK OF RED GATE LANE.
 DD2000'THE MARK IS 0.68 METERS  S FROM  A WITNESS POST
 DD2000
 DD2000                          STATION RECOVERY (1992)
 DD2000
 DD2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2000'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER STREET)
 DD2000'FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD2000'GEORGETOWN, THENCE 12.1 KM (7.50 MI) SOUTHERLY ALONG STATE HIGHWAY
 DD2000'S2218 (SOUTH ISLAND ROAD), THENCE 4.5 KM (2.80 MI) SOUTHWESTERLY
 DD2000'ALONG STATE HIGHWAY S2230, THENCE 1.3 KM (0.80 MI) EASTERLY ALONG OLD
 DD2000'ANNADALE ROAD, 17.9 M (58.7 FT) WEST OF THE CENTER OF A TRACK ROAD,
 DD2000'10.3 M (33.8 FT) EAST OF THE CENTER OF RED GATE ROAD, 5.5 M (18.0 FT)
 DD2000'NORTHWEST OF A 36-INCH TWIN TRUNK OAK TREE, 4.0 M (13.1 FT) SOUTH OF
 DD2000'AND LEVEL WITH THE ROAD CENTER, 0.6 M (2.0 FT) SOUTH-SOUTHWEST OF A
 DD2000'SIGN, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD2000
 DD2000                          STATION RECOVERY (2004)
 DD2000
 DD2000'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2000'MARKER SITE IS BEHIND CLOSED AND LOCKED GAT AT ANNANDALE PLANTATION.
 DD2000'NO ACCESS POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2001 ***********************************************************************
 DD2001  DESIGNATION -  22 198
 DD2001  PID         -  DD2001
 DD2001  STATE/COUNTY-  SC/GEORGETOWN
 DD2001  USGS QUAD   -  MINIM ISLAND (1973)
 DD2001
 DD2001                         *CURRENT SURVEY CONTROL
 DD2001  ___________________________________________________________________
 DD2001* NAD 83(1986)-  33 12 23.     (N)    079 16 49.     (W)     SCALED    
 DD2001* NAVD 88     -         1.453  (meters)       4.77   (feet)  ADJUSTED  
 DD2001  ___________________________________________________________________
 DD2001  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DD2001  DYNAMIC HT  -           1.451 (meters)       4.76  (feet)  COMP
 DD2001  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DD2001
 DD2001  VERT ORDER  -  FIRST     CLASS II
 DD2001
 DD2001.The horizontal coordinates were scaled from a topographic map and have
 DD2001.an estimated accuracy of +/- 6 seconds.
 DD2001
 DD2001.The orthometric height was determined by differential leveling
 DD2001.and adjusted by the National Geodetic Survey in June 1991..
 DD2001
 DD2001.The geoid height was determined by GEOID03.
 DD2001
 DD2001.The dynamic height is computed by dividing the NAVD 88
 DD2001.geopotential number by the normal gravity value computed on the
 DD2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2001.degrees latitude (g = 980.6199 gals.).
 DD2001
 DD2001.The modeled gravity was interpolated from observed gravity values.
 DD2001
 DD2001;                    North         East    Units  Estimated Accuracy
 DD2001;SPC SC       -   153,600.      769,900.      MT  (+/- 180 meters Scaled)
 DD2001
 DD2001                          SUPERSEDED SURVEY CONTROL
 DD2001
 DD2001  NGVD 29 (03/21/89)    1.757  (m)            5.76   (f) ADJUSTED    1 2
 DD2001
 DD2001.Superseded values are not recommended for survey control.
 DD2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2001.See file dsdata.txt to determine how the superseded data were derived.
 DD2001
 DD2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS602754(NAD 83)
 DD2001_MARKER: DD = SURVEY DISK
 DD2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2001_SP_SET: CONCRETE POST
 DD2001_STAMPING: VERT 22 198 1987
 DD2001_MARK LOGO: SCGS  
 DD2001_PROJECTION: FLUSH
 DD2001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2001+STABILITY: SURFACE MOTION
 DD2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2001+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD2001
 DD2001  HISTORY     - Date     Condition        Report By
 DD2001  HISTORY     - 1987     MONUMENTED       SCGS
 DD2001  HISTORY     - 19920817 GOOD             NGS
 DD2001  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DD2001
 DD2001                          STATION DESCRIPTION
 DD2001
 DD2001'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2001'18.7 KM (11.6 MI) SOUTH FROM GEORGETOWN.
 DD2001'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2001'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2001'STREET) IN GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD),
 DD2001'KEEP LEFT 12.05 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18,
 DD2001'THENCE 4.5 KM (2.8 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 30, THENCE
 DD2001'1.3 KM (0.8 MI) EASTERLY ALONG A SAND ROAD (OLD ANNANDALE ROAD) INTO
 DD2001'THE ANNANDALE PLANTATION, THENCE 1.35 KM (0.85 MI) SOUTH ALONG A SAND
 DD2001'ROAD (RED GATE LANE), THENCE 0.5 KM (0.3 MI) EAST ALONG A SAND T-ROAD
 DD2001'(INSIDE BANK ROAD), SET ON THE NORTH SIDE OF THE ROAD IN LINE WITH
 DD2001'THE CENTER OF FARM ROAD LEADING SOUTH, 3.8 METERS (12.5 FT) NORTH OF
 DD2001'THE CENTER OF INSIDE BANK ROAD, 4.3 METERS (14.1 FT) EAST-SOUTHEAST
 DD2001'OF A 12-INCH PINE TREE, 10.47 METERS (34.4 FT) NORTH-NORTHEAST OF A
 DD2001'SIGN POST (FARM ROAD).
 DD2001'THE MARK IS 0.21 METERS  S FROM  A WITNESS POST
 DD2001
 DD2001                          STATION RECOVERY (1992)
 DD2001
 DD2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2001'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER STREET)
 DD2001'FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD2001'GEORGETOWN, THENCE 12.1 KM (7.50 MI) SOUTHERLY ALONG STATE HIGHWAY
 DD2001'S2218 (SOUTH ISLAND ROAD), THENCE 4.5 KM (2.80 MI) SOUTHWESTERLY
 DD2001'ALONG STATE HIGHWAY S2230, THENCE 1.3 KM (0.80 MI) EASTERLY ALONG OLD
 DD2001'ANNADALE ROAD, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG RED GATE ROAD,
 DD2001'3.9 M (12.8 FT) NORTH OF THE ROAD CENTER, 0.3 M (1.0 FT) BELOW THE
 DD2001'LEVEL OF THE ROAD, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, 0.1 M (0.3
 DD2001'FT) EAST OF THE EXTENDED CENTER OF A SAND ROAD LEADING SOUTH, AND THE
 DD2001'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD2001
 DD2001                          STATION RECOVERY (2004)
 DD2001
 DD2001'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2001'MARKER SITE IS BEHIND CLOSED AND LOCKED GAT AT ANNANDALE PLANTATION.
 DD2001'NO ACCESS POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1998 ***********************************************************************
 DD1998  DESIGNATION -  22 199
 DD1998  PID         -  DD1998
 DD1998  STATE/COUNTY-  SC/GEORGETOWN
 DD1998  USGS QUAD   -  MINIM ISLAND (1973)
 DD1998
 DD1998                         *CURRENT SURVEY CONTROL
 DD1998  ___________________________________________________________________
 DD1998* NAD 83(1986)-  33 13 44.     (N)    079 17 42.     (W)     SCALED    
 DD1998* NAVD 88     -         3.022  (meters)       9.91   (feet)  ADJUSTED  
 DD1998  ___________________________________________________________________
 DD1998  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DD1998  DYNAMIC HT  -           3.019 (meters)       9.90  (feet)  COMP
 DD1998  MODELED GRAV-     979,569.6   (mgal)                       NAVD 88
 DD1998
 DD1998  VERT ORDER  -  FIRST     CLASS II
 DD1998
 DD1998.The horizontal coordinates were scaled from a topographic map and have
 DD1998.an estimated accuracy of +/- 6 seconds.
 DD1998
 DD1998.The orthometric height was determined by differential leveling
 DD1998.and adjusted by the National Geodetic Survey in June 1991..
 DD1998
 DD1998.The geoid height was determined by GEOID03.
 DD1998
 DD1998.The dynamic height is computed by dividing the NAVD 88
 DD1998.geopotential number by the normal gravity value computed on the
 DD1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1998.degrees latitude (g = 980.6199 gals.).
 DD1998
 DD1998.The modeled gravity was interpolated from observed gravity values.
 DD1998
 DD1998;                    North         East    Units  Estimated Accuracy
 DD1998;SPC SC       -   156,080.      768,490.      MT  (+/- 180 meters Scaled)
 DD1998
 DD1998                          SUPERSEDED SURVEY CONTROL
 DD1998
 DD1998  NGVD 29 (03/21/89)    3.326  (m)           10.91   (f) ADJUSTED    1 2
 DD1998
 DD1998.Superseded values are not recommended for survey control.
 DD1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1998.See file dsdata.txt to determine how the superseded data were derived.
 DD1998
 DD1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS588779(NAD 83)
 DD1998_MARKER: DD = SURVEY DISK
 DD1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1998_SP_SET: CONCRETE POST
 DD1998_STAMPING: VERT 22 199 1987
 DD1998_MARK LOGO: SCGS  
 DD1998_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1998+STABILITY: SURFACE MOTION
 DD1998
 DD1998  HISTORY     - Date     Condition        Report By
 DD1998  HISTORY     - 1987     MONUMENTED       SCGS
 DD1998  HISTORY     - 1989     GOOD             USPSQD
 DD1998
 DD1998                          STATION DESCRIPTION
 DD1998
 DD1998'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1998'16.1 KM (10.0 MI) SOUTH FROM GEORGETOWN.
 DD1998'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1998'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1998'STREET) IN GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD),
 DD1998'KEEP LEFT 12.05 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18,
 DD1998'THENCE 3.0 KM (1.85 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 30, SET NEAR
 DD1998'THE SOUTH GATE POST AT A WOODS ROAD (WHITE OAK FORESTRY CORP.
 DD1998'PROPERTY), 10.8 METERS (35.4 FT) NORTHWEST OF THE CENTER OF THE ROAD,
 DD1998'0.55 METER (1.8 FT) SOUTH OF THE POST, 4.8 METERS (15.7 FT)
 DD1998'WEST-NORTHWEST OF THE CENTER OF THE SOUTH END OF A CONCRETE PIPE
 DD1998'CULVERT UNDER THE WOODS ROAD, 17.53 METERS (57.5 FT) NORTH-NORTHEAST
 DD1998'OF A 5-INCH SWEETGUM TREE, 2.9 METERS (9.5 FT) SOUTHWEST OF THE
 DD1998'CENTER OF THE WOODS ROAD.
 DD1998'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 DD1998'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1998
 DD1998                          STATION RECOVERY (1989)
 DD1998
 DD1998'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1997 ***********************************************************************
 DD1997  DESIGNATION -  22 200
 DD1997  PID         -  DD1997
 DD1997  STATE/COUNTY-  SC/GEORGETOWN
 DD1997  USGS QUAD   -  MINIM ISLAND (1973)
 DD1997
 DD1997                         *CURRENT SURVEY CONTROL
 DD1997  ___________________________________________________________________
 DD1997* NAD 83(1986)-  33 14 33.     (N)    079 17 05.     (W)     SCALED    
 DD1997* NAVD 88     -         3.697  (meters)      12.13   (feet)  ADJUSTED  
 DD1997  ___________________________________________________________________
 DD1997  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 DD1997  DYNAMIC HT  -           3.693 (meters)      12.12  (feet)  COMP
 DD1997  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DD1997
 DD1997  VERT ORDER  -  FIRST     CLASS II
 DD1997
 DD1997.The horizontal coordinates were scaled from a topographic map and have
 DD1997.an estimated accuracy of +/- 6 seconds.
 DD1997
 DD1997.The orthometric height was determined by differential leveling
 DD1997.and adjusted by the National Geodetic Survey in June 1991..
 DD1997
 DD1997.The geoid height was determined by GEOID03.
 DD1997
 DD1997.The dynamic height is computed by dividing the NAVD 88
 DD1997.geopotential number by the normal gravity value computed on the
 DD1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1997.degrees latitude (g = 980.6199 gals.).
 DD1997
 DD1997.The modeled gravity was interpolated from observed gravity values.
 DD1997
 DD1997;                    North         East    Units  Estimated Accuracy
 DD1997;SPC SC       -   157,600.      769,420.      MT  (+/- 180 meters Scaled)
 DD1997
 DD1997                          SUPERSEDED SURVEY CONTROL
 DD1997
 DD1997  NGVD 29 (03/21/89)    4.002  (m)           13.13   (f) ADJUSTED    1 2
 DD1997
 DD1997.Superseded values are not recommended for survey control.
 DD1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1997.See file dsdata.txt to determine how the superseded data were derived.
 DD1997
 DD1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS598794(NAD 83)
 DD1997_MARKER: DD = SURVEY DISK
 DD1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1997_SP_SET: CONCRETE POST
 DD1997_STAMPING: VERT 22 200 1987
 DD1997_MARK LOGO: SCGS  
 DD1997_PROJECTION: PROJECTING 15 CENTIMETERS
 DD1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1997+STABILITY: SURFACE MOTION
 DD1997
 DD1997  HISTORY     - Date     Condition        Report By
 DD1997  HISTORY     - 1987     MONUMENTED       SCGS
 DD1997  HISTORY     - 1989     GOOD             USPSQD
 DD1997
 DD1997                          STATION DESCRIPTION
 DD1997
 DD1997'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1997'14.6 KM (9.1 MI) SOUTH FROM GEORGETOWN.
 DD1997'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1997'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1997'STREET) IN GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD),
 DD1997'KEEP LEFT 4.65 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18,
 DD1997'THENCE 1.2 KM (0.75 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 30, SET NEAR
 DD1997'THE SOUTH GATE POST AT A FIELD ENTRANCE OF THE ANNANDALE PLANTATION,
 DD1997'13.85 METERS (45.4 FT) EAST-SOUTHEAST OF THE CENTER OF ROAD 30, 2.7
 DD1997'METERS (8.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE FIELD ENTRANCE
 DD1997'ROAD, 0.74 METER (2.4 FT) WEST-SOUTHWEST OF THE POST, 9.72 METERS
 DD1997'(31.9 FT) SOUTHEAST OF THE NORTH END OF A CONCRETE CULVERT PIPE UNDER
 DD1997'FIELD ROAD, 2.45 METERS (8.0 FT) EAST OF A 16-INCH BLAZED PINE TREE.
 DD1997'THE MARK IS 0.55 METERS  N FROM  A WITNESS POST
 DD1997'THE MARK IS ABOVE LEVEL WITH ROAD 30.
 DD1997
 DD1997                          STATION RECOVERY (1989)
 DD1997
 DD1997'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2191 ***********************************************************************
 DD2191  DESIGNATION -  22 201
 DD2191  PID         -  DD2191
 DD2191  STATE/COUNTY-  SC/GEORGETOWN
 DD2191  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2191
 DD2191                         *CURRENT SURVEY CONTROL
 DD2191  ___________________________________________________________________
 DD2191* NAD 83(1986)-  33 25 25.     (N)    079 15 54.     (W)     SCALED    
 DD2191* NAVD 88     -         4.241  (meters)      13.91   (feet)  ADJUSTED  
 DD2191  ___________________________________________________________________
 DD2191  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD2191  DYNAMIC HT  -           4.237 (meters)      13.90  (feet)  COMP
 DD2191  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DD2191
 DD2191  VERT ORDER  -  FIRST     CLASS II
 DD2191
 DD2191.The horizontal coordinates were scaled from a topographic map and have
 DD2191.an estimated accuracy of +/- 6 seconds.
 DD2191
 DD2191.The orthometric height was determined by differential leveling
 DD2191.and adjusted by the National Geodetic Survey in June 1991..
 DD2191
 DD2191.The geoid height was determined by GEOID03.
 DD2191
 DD2191.The dynamic height is computed by dividing the NAVD 88
 DD2191.geopotential number by the normal gravity value computed on the
 DD2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2191.degrees latitude (g = 980.6199 gals.).
 DD2191
 DD2191.The modeled gravity was interpolated from observed gravity values.
 DD2191
 DD2191;                    North         East    Units  Estimated Accuracy
 DD2191;SPC SC       -   177,710.      770,920.      MT  (+/- 180 meters Scaled)
 DD2191
 DD2191                          SUPERSEDED SURVEY CONTROL
 DD2191
 DD2191  NGVD 29 (03/21/89)    4.547  (m)           14.92   (f) ADJUSTED    1 2
 DD2191
 DD2191.Superseded values are not recommended for survey control.
 DD2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2191.See file dsdata.txt to determine how the superseded data were derived.
 DD2191
 DD2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS613995(NAD 83)
 DD2191_MARKER: DD = SURVEY DISK
 DD2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2191_SP_SET: CONCRETE POST
 DD2191_STAMPING: VERT 22 201 1987
 DD2191_MARK LOGO: SCGS  
 DD2191_PROJECTION: FLUSH
 DD2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2191+STABILITY: SURFACE MOTION
 DD2191
 DD2191  HISTORY     - Date     Condition        Report By
 DD2191  HISTORY     - 1987     MONUMENTED       SCGS
 DD2191
 DD2191                          STATION DESCRIPTION
 DD2191
 DD2191'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2191'5.8 KM (3.6 MI) NNE FROM GEORGETOWN.
 DD2191'4.85 KM (3.0 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2191'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2191'(CHURCH STREET) IN GEORGETOWN, THENCE 2.0 KM (1.25 MI) EAST-NORTHEAST
 DD2191'ALONG STATE ROAD 325, SET NEAR A POWER POLE NUMBER 30 WITH THREE GUY
 DD2191'WIRES AT THE JUNCTION OF STATE ROAD 489, 12.5 METERS (41.0 FT)
 DD2191'WEST-NORTHWEST OF THE NORTH END OF A 12-INCH PIPE CULVERT UNDER ROAD
 DD2191'325, 13.9 METERS (45.6 FT) NORTHEAST OF THE EXTENDED CENTER OF ROAD
 DD2191'489, 14.0 METERS (45.9 FT) NORTH-NORTHWEST OF THE CENTER OF ROAD 325,
 DD2191'4.52 METERS (14.8 FT) NORTH-NORTHWEST OF THE POWER POLE, 4.55 METERS
 DD2191'(14.9 FT) NORTH OF CENTER OF A TELEPHONE JUNCTION BOX NUMBER 33.
 DD2191'THE MARK IS 4.52 METERS  NNW FROM  A WITNESS POST
 DD2191'THE MARK IS ABOVE LEVEL WITH ROAD 325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2197 ***********************************************************************
 DD2197  DESIGNATION -  22 202
 DD2197  PID         -  DD2197
 DD2197  STATE/COUNTY-  SC/GEORGETOWN
 DD2197  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2197
 DD2197                         *CURRENT SURVEY CONTROL
 DD2197  ___________________________________________________________________
 DD2197* NAD 83(1986)-  33 25 38.     (N)    079 17 29.     (W)     SCALED    
 DD2197* NAVD 88     -         7.403  (meters)      24.29   (feet)  ADJUSTED  
 DD2197  ___________________________________________________________________
 DD2197  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD2197  DYNAMIC HT  -           7.395 (meters)      24.26  (feet)  COMP
 DD2197  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DD2197
 DD2197  VERT ORDER  -  FIRST     CLASS II
 DD2197
 DD2197.The horizontal coordinates were scaled from a topographic map and have
 DD2197.an estimated accuracy of +/- 6 seconds.
 DD2197
 DD2197.The orthometric height was determined by differential leveling
 DD2197.and adjusted by the National Geodetic Survey in June 1991..
 DD2197
 DD2197.The geoid height was determined by GEOID03.
 DD2197
 DD2197.The dynamic height is computed by dividing the NAVD 88
 DD2197.geopotential number by the normal gravity value computed on the
 DD2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2197.degrees latitude (g = 980.6199 gals.).
 DD2197
 DD2197.The modeled gravity was interpolated from observed gravity values.
 DD2197
 DD2197;                    North         East    Units  Estimated Accuracy
 DD2197;SPC SC       -   178,070.      768,460.      MT  (+/- 180 meters Scaled)
 DD2197
 DD2197                          SUPERSEDED SURVEY CONTROL
 DD2197
 DD2197  NGVD 29 (03/21/89)    7.708  (m)           25.29   (f) ADJUSTED    1 2
 DD2197
 DD2197.Superseded values are not recommended for survey control.
 DD2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2197.See file dsdata.txt to determine how the superseded data were derived.
 DD2197
 DD2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS588999(NAD 83)
 DD2197_MARKER: DD = SURVEY DISK
 DD2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2197_SP_SET: CONCRETE POST
 DD2197_STAMPING: VERT 22 202 1987
 DD2197_MARK LOGO: SCGS  
 DD2197_PROJECTION: RECESSED 3 CENTIMETERS
 DD2197_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2197+STABILITY: SURFACE MOTION
 DD2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2197+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 DD2197
 DD2197  HISTORY     - Date     Condition        Report By
 DD2197  HISTORY     - 1987     MONUMENTED       SCGS
 DD2197  HISTORY     - 1989     GOOD             USPSQD
 DD2197  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 DD2197  HISTORY     - 20030715 GOOD             NGS
 DD2197  HISTORY     - 20051028 GOOD             USPSQD
 DD2197  HISTORY     - 20051125 GOOD             USPSQD
 DD2197
 DD2197                          STATION DESCRIPTION
 DD2197
 DD2197'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2197'5.8 KM (3.6 MI) NORTH FROM GEORGETOWN.
 DD2197'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2197'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2197'(CHURCH STREET) IN GEORGETOWN, THENCE 1.35 KM (0.85 MI) NORTHWEST
 DD2197'ALONG STATE HIGHWAY 51, SET NEAR A POWER POLE WITH A TRANSFORMER IN
 DD2197'THE EAST ANGLE OF STATE ROAD 431, 11.25 METERS (36.9 FT)
 DD2197'EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 16.3 METERS (53.5 FT)
 DD2197'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 2.66 METERS (8.7 FT)
 DD2197'SOUTH-SOUTHEAST OF THE POWER POLE, 3.1 METERS (10.2 FT) NORTH OF A
 DD2197'TELEPHONE JUNCTION BOX P22.
 DD2197'THE MARK IS 2.68 METERS  SSE FROM  A WITNESS POST
 DD2197'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DD2197
 DD2197                          STATION RECOVERY (1989)
 DD2197
 DD2197'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2197'RECOVERED IN GOOD CONDITION.
 DD2197
 DD2197                          STATION RECOVERY (1994)
 DD2197
 DD2197'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2197'MARK NOT FOUND.
 DD2197
 DD2197                          STATION RECOVERY (2003)
 DD2197
 DD2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2197'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2197'HIGHWAYS 17 AND 17
 DD2197'ALTERNATE IN GEORGETOWN, THENCE 1.35 KM NORTHWESTERLY ALONG STATE
 DD2197'HIGHWAY 51,  17.9 M
 DD2197'SOUTHWEST OF UTILITY POLE NUMBER 40, 16.4 M SOUTH OF THE CENTER OF
 DD2197'PRINGLE FERRY ROAD,
 DD2197'11.4 M NORTHEAST OF THE HIGHWAY CENTERLINE, 3.6 M SOUTH OF UNDERGROUND
 DD2197'CABLE JUNCTION
 DD2197'BOX NUMBER P22, 2.6 M SOUTH OF A UTILITY POLE, 0.3 M ABOVE THE LEVEL
 DD2197'OF THE HIGHWAY, AND
 DD2197'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 DD2197'ON THE HIGHWAY
 DD2197'RIGHT-OF-WAY.
 DD2197' 
 DD2197' 
 DD2197' 
 DD2197' 
 DD2197' 
 DD2197' 
 DD2197' 
 DD2197'
 DD2197
 DD2197                          STATION RECOVERY (2005)
 DD2197
 DD2197'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2197'RECOVERED IN GOOD CONDITION.
 DD2197
 DD2197                          STATION RECOVERY (2005)
 DD2197
 DD2197'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2200 ***********************************************************************
 DD2200  DESIGNATION -  22 203
 DD2200  PID         -  DD2200
 DD2200  STATE/COUNTY-  SC/GEORGETOWN
 DD2200  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2200
 DD2200                         *CURRENT SURVEY CONTROL
 DD2200  ___________________________________________________________________
 DD2200* NAD 83(1986)-  33 27 31.     (N)    079 18 45.     (W)     SCALED    
 DD2200* NAVD 88     -         4.955  (meters)      16.26   (feet)  ADJUSTED  
 DD2200  ___________________________________________________________________
 DD2200  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD2200  DYNAMIC HT  -           4.950 (meters)      16.24  (feet)  COMP
 DD2200  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 DD2200
 DD2200  VERT ORDER  -  FIRST     CLASS II
 DD2200
 DD2200.The horizontal coordinates were scaled from a topographic map and have
 DD2200.an estimated accuracy of +/- 6 seconds.
 DD2200
 DD2200.The orthometric height was determined by differential leveling
 DD2200.and adjusted by the National Geodetic Survey in June 1991..
 DD2200
 DD2200.The geoid height was determined by GEOID03.
 DD2200
 DD2200.The dynamic height is computed by dividing the NAVD 88
 DD2200.geopotential number by the normal gravity value computed on the
 DD2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2200.degrees latitude (g = 980.6199 gals.).
 DD2200
 DD2200.The modeled gravity was interpolated from observed gravity values.
 DD2200
 DD2200;                    North         East    Units  Estimated Accuracy
 DD2200;SPC SC       -   181,520.      766,440.      MT  (+/- 180 meters Scaled)
 DD2200
 DD2200                          SUPERSEDED SURVEY CONTROL
 DD2200
 DD2200  NGVD 29 (03/21/89)    5.261  (m)           17.26   (f) ADJUSTED    1 2
 DD2200
 DD2200.Superseded values are not recommended for survey control.
 DD2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2200.See file dsdata.txt to determine how the superseded data were derived.
 DD2200
 DD2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT568034(NAD 83)
 DD2200_MARKER: DD = SURVEY DISK
 DD2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2200_SP_SET: CONCRETE POST
 DD2200_STAMPING: VERT 22 203 1987
 DD2200_MARK LOGO: SCGS  
 DD2200_PROJECTION: FLUSH
 DD2200_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2200+STABILITY: SURFACE MOTION
 DD2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2200+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DD2200
 DD2200  HISTORY     - Date     Condition        Report By
 DD2200  HISTORY     - 1987     MONUMENTED       SCGS
 DD2200  HISTORY     - 1989     GOOD             USPSQD
 DD2200  HISTORY     - 19940614 GOOD             USPSQD
 DD2200  HISTORY     - 20030715 GOOD             NGS
 DD2200
 DD2200                          STATION DESCRIPTION
 DD2200
 DD2200'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2200'9.6 KM (5.95 MI) NNW FROM GEORGETOWN.
 DD2200'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2200'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2200'(CHURCH STREET) IN GEORGETOWN, THENCE 5.45 KM (3.4 MI) NORTHWEST
 DD2200'ALONG STATE HIGHWAY 51, THENCE 0.1 KM (0.05 MI) EAST-NORTHEAST ALONG
 DD2200'A SAND DRIVEWAY TO A BRICK HOUSE, SET NEAR THE SOUTH CORNER AND IN
 DD2200'LINE WITH THE FRONT FACE OF THE HOUSE, 0.97 METER (3.2 FT)
 DD2200'SOUTH-SOUTHEAST OF THE CORNER OF THE HOUSE, 14.26 METERS (46.8 FT)
 DD2200'EAST OF A 16-INCH LIVE OAK TREE IN LINE WITH THE SOUTH-SOUTHEAST SIDE
 DD2200'OF THE HOUSE, 18.55 METERS (60.9 FT) EAST-SOUTHEAST OF A 14-INCH LIVE
 DD2200'OAK TREE, 20.46 METERS (67.1 FT) WEST OF A 24-INCH OAK TREE.
 DD2200
 DD2200                          STATION RECOVERY (1989)
 DD2200
 DD2200'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2200'RECOVERED IN GOOD CONDITION.
 DD2200
 DD2200                          STATION RECOVERY (1994)
 DD2200
 DD2200'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2200'RECOVERED IN GOOD CONDITION.
 DD2200
 DD2200                          STATION RECOVERY (2003)
 DD2200
 DD2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2200'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2200'HIGHWAYS 17 AND 17
 DD2200'ALTERNATE IN GEORGETOWN, THENCE 5.45 KM NORTHWESTERLY ALONG STATE
 DD2200'HIGHWAY 51,
 DD2200'THENCE 0.1 KM NORTHEASTERLY ALONG A DRIVEWAY LEADING TO HOUSE NUMBER
 DD2200'3296, 18.9 M
 DD2200'SOUTH OF THE CENTER OF THE DRIVEWAY AND A GARAGE DOOR, 14.0 M EAST OF
 DD2200'THE MOST
 DD2200'SOUTHERLY OF 2 OAK TREES, 6.1 M SOUTH OF THE CENTER OF THE STEPS AT
 DD2200'THE FRONT OF THE
 DD2200'HOUSE, 1.0 M SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 0.3
 DD2200'M BELOW THE
 DD2200'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD2200'NOTE--THE
 DD2200'MONUMENT IS ON PROPERTY OWNED BY EDWARD POOL, 3296 BROWNS FERRY ROAD,
 DD2200'GEORGETOWN,
 DD2200'SC 29440.
 DD2200' 
 DD2200' 
 DD2200' 
 DD2200' 
 DD2200' 
 DD2200' 
 DD2200' 
 DD2200' 
 DD2200'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2202 ***********************************************************************
 DD2202  DESIGNATION -  22 204
 DD2202  PID         -  DD2202
 DD2202  STATE/COUNTY-  SC/GEORGETOWN
 DD2202  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2202
 DD2202                         *CURRENT SURVEY CONTROL
 DD2202  ___________________________________________________________________
 DD2202* NAD 83(2001)-  33 28 34.49133(N)    079 20 01.94783(W)     ADJUSTED  
 DD2202* NAVD 88     -         6.124  (meters)      20.09   (feet)  ADJUSTED  
 DD2202  ___________________________________________________________________
 DD2202  X           -     985,673.534 (meters)                     COMP
 DD2202  Y           -  -5,233,487.812 (meters)                     COMP
 DD2202  Z           -   3,498,121.625 (meters)                     COMP
 DD2202  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 DD2202  ELLIP HEIGHT-         -28.15  (meters)          (10/16/03) GPS OBS
 DD2202  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DD2202  DYNAMIC HT  -           6.118 (meters)      20.07  (feet)  COMP
 DD2202  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 DD2202
 DD2202  HORZ ORDER  -  B
 DD2202  VERT ORDER  -  FIRST     CLASS II
 DD2202  ELLP ORDER  -  FOURTH    CLASS I
 DD2202
 DD2202.This is a reference station for the KENSINGTON 1
 DD2202.National Continuously Operating Reference Station (KNS1).
 DD2202
 DD2202.The horizontal coordinates were established by GPS observations
 DD2202.and adjusted by the National Geodetic Survey in October 2003..
 DD2202
 DD2202.The orthometric height was determined by differential leveling
 DD2202.and adjusted by the National Geodetic Survey in June 1991..
 DD2202
 DD2202.Photographs are available for this station.
 DD2202
 DD2202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD2202
 DD2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2202
 DD2202.The ellipsoidal height was determined by GPS observations
 DD2202.and is referenced to NAD 83.
 DD2202
 DD2202.The geoid height was determined by GEOID03.
 DD2202
 DD2202.The dynamic height is computed by dividing the NAVD 88
 DD2202.geopotential number by the normal gravity value computed on the
 DD2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2202.degrees latitude (g = 980.6199 gals.).
 DD2202
 DD2202.The modeled gravity was interpolated from observed gravity values.
 DD2202
 DD2202;                    North         East     Units Scale Factor Converg.
 DD2202;SPC SC       -   183,441.408   764,425.112   MT  0.99979930   +0 55 25.3
 DD2202;SPC SC       -   601,841.89  2,507,956.40   iFT  0.99979930   +0 55 25.3
 DD2202;UTM  17      - 3,705,327.598   654,809.565   MT  0.99989547   +0 55 09.1
 DD2202
 DD2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2202!SPC SC       -   1.00000442  x   0.99979930  =   0.99980372
 DD2202!UTM  17      -   1.00000442  x   0.99989547  =   0.99989989
 DD2202
 DD2202                          SUPERSEDED SURVEY CONTROL
 DD2202
 DD2202  NAVD 88 (10/16/03)    6.12   (m)           20.1    (f) LEVELING    3  
 DD2202  NGVD 29 (03/21/89)    6.430  (m)           21.10   (f) ADJUSTED    1 2
 DD2202
 DD2202.Superseded values are not recommended for survey control.
 DD2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2202.See file dsdata.txt to determine how the superseded data were derived.
 DD2202
 DD2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5481005328(NAD 83)
 DD2202_MARKER: DD = SURVEY DISK
 DD2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2202_SP_SET: CONCRETE POST
 DD2202_STAMPING: VERT 22 204 1987
 DD2202_MARK LOGO: SCGS  
 DD2202_PROJECTION: FLUSH
 DD2202_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2202+STABILITY: SURFACE MOTION
 DD2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2202+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DD2202
 DD2202  HISTORY     - Date     Condition        Report By
 DD2202  HISTORY     - 1987     MONUMENTED       SCGS
 DD2202  HISTORY     - 1989     GOOD             USPSQD
 DD2202  HISTORY     - 19940614 GOOD             USPSQD
 DD2202  HISTORY     - 20030715 GOOD             NGS
 DD2202  HISTORY     - 20030715 GOOD             NGS
 DD2202
 DD2202                          STATION DESCRIPTION
 DD2202
 DD2202'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2202'12.1 KM (7.5 MI) NNW FROM GEORGETOWN.
 DD2202'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2202'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2202'(CHURCH STREET) IN GEORGETOWN, THENCE 8.35 KM (5.2 MI) NORTHWEST
 DD2202'ALONG STATE HIGHWAY 51, SET BEHIND A BRICK ENTRANCEWAY IN THE NORTH
 DD2202'ANGLE OF A SAND DRIVEWAY LEADING TO THE LARK HILL PLANTATION, 12.65
 DD2202'METERS (41.5 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 6.5 METERS
 DD2202'(21.3 FT) NORTHWEST OF THE CENTER DRIVEWAY, 2.13 METERS (7.0 FT)
 DD2202'NORTH-NORTHWEST OF THE NORTH CORNER OF THE BRICK PILLAR OF THE
 DD2202'ENTRANCEWAY, 22.25 METERS (73.0 FT) EAST-NORTHEAST OF A POWER POLE
 DD2202'NUMBER 30 WITH THREE GUY WIRES.
 DD2202'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD.
 DD2202
 DD2202                          STATION RECOVERY (1989)
 DD2202
 DD2202'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2202'RECOVERED IN GOOD CONDITION.
 DD2202
 DD2202                          STATION RECOVERY (1994)
 DD2202
 DD2202'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2202'RECOVERED IN GOOD CONDITION.
 DD2202
 DD2202                          STATION RECOVERY (2003)
 DD2202
 DD2202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2202'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2202'HIGHWAYS 17 AND 17
 DD2202'ALTERNATE IN GEORGETOWN, THENCE 8.35 KM NORTHWESTERLY ALONG STATE
 DD2202'HIGHWAY 51, 12.3 M
 DD2202'NORTHEAST OF THE HIGHWAY CENTERLINE, 6.5 M NORTHWEST OF A GATE AND THE
 DD2202'CENTER OF A
 DD2202'ROAD ALONG THE NORTHWEST SIDE OF THE LARK HILL CANAL, 2.O M NORTHWEST
 DD2202'OF THE
 DD2202'NORTHWEST CORNER OF THE NORTHWEST GATE PILLAR, 1.4 M NORTHEAST OF THE
 DD2202'NORTHEAST
 DD2202'FACE OF A BRICK WALL, 0.3 M BELOW THE LEVEL OF THE HIGHWAY, AND THE
 DD2202'MONUMENT IS FLUSH
 DD2202'WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON THE CANAL PROPERTY.
 DD2202'THIS IS A CORS SITE
 DD2202'REFERENCE STATION.
 DD2202' 
 DD2202' 
 DD2202' 
 DD2202'
 DD2202
 DD2202                          STATION RECOVERY (2003)
 DD2202
 DD2202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2202'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2202'HIGHWAYS 17 AND 17
 DD2202'ALTERNATE IN GEORGETOWN, THENCE 8.35 KM NORTHWESTERLY ALONG STATE
 DD2202'HIGHWAY 51, 12.3 M
 DD2202'NORTHEAST OF THE HIGHWAY CENTERLINE, 6.5 M NORTHWEST OF A GATE AND THE
 DD2202'CENTER OF A
 DD2202'ROAD ALONG THE NORTHWEST SIDE OF THE LARK HILL CANAL, 2.O M NORTHWEST
 DD2202'OF THE
 DD2202'NORTHWEST CORNER OF THE NORTHWEST GATE PILLAR, 1.4 M NORTHEAST OF THE
 DD2202'NORTHEAST
 DD2202'FACE OF A BRICK WALL, 0.3 M BELOW THE LEVEL OF THE HIGHWAY, AND THE
 DD2202'MONUMENT IS FLUSH
 DD2202'WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON THE CANAL PROPERTY.
 DD2202'THIS IS A CORS SITE
 DD2202'REFERENCE STATION.
 DD2202' 
 DD2202' 
 DD2202' 
 DD2202'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2203 ***********************************************************************
 DD2203  DESIGNATION -  22 205
 DD2203  PID         -  DD2203
 DD2203  STATE/COUNTY-  SC/GEORGETOWN
 DD2203  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2203
 DD2203                         *CURRENT SURVEY CONTROL
 DD2203  ___________________________________________________________________
 DD2203* NAD 83(1986)-  33 29 19.     (N)    079 20 56.     (W)     SCALED    
 DD2203* NAVD 88     -         4.627  (meters)      15.18   (feet)  ADJUSTED  
 DD2203  ___________________________________________________________________
 DD2203  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DD2203  DYNAMIC HT  -           4.622 (meters)      15.16  (feet)  COMP
 DD2203  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 DD2203
 DD2203  VERT ORDER  -  FIRST     CLASS II
 DD2203
 DD2203.The horizontal coordinates were scaled from a topographic map and have
 DD2203.an estimated accuracy of +/- 6 seconds.
 DD2203
 DD2203.The orthometric height was determined by differential leveling
 DD2203.and adjusted by the National Geodetic Survey in October 2003..
 DD2203
 DD2203.The geoid height was determined by GEOID03.
 DD2203
 DD2203.The dynamic height is computed by dividing the NAVD 88
 DD2203.geopotential number by the normal gravity value computed on the
 DD2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2203.degrees latitude (g = 980.6199 gals.).
 DD2203
 DD2203.The modeled gravity was interpolated from observed gravity values.
 DD2203
 DD2203;                    North         East    Units  Estimated Accuracy
 DD2203;SPC SC       -   184,790.      763,010.      MT  (+/- 180 meters Scaled)
 DD2203
 DD2203                          SUPERSEDED SURVEY CONTROL
 DD2203
 DD2203  NAVD 88 (06/15/91)    4.622  (m)           15.16   (f) UNKNOWN     1 2
 DD2203  NGVD 29 (03/21/89)    4.928  (m)           16.17   (f) ADJUSTED    1 2
 DD2203
 DD2203.Superseded values are not recommended for survey control.
 DD2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2203.See file dsdata.txt to determine how the superseded data were derived.
 DD2203
 DD2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT533066(NAD 83)
 DD2203_MARKER: DD = SURVEY DISK
 DD2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2203_SP_SET: CONCRETE POST
 DD2203_STAMPING: VERT 22 205 1987
 DD2203_MARK LOGO: SCGS  
 DD2203_PROJECTION: RECESSED 2 CENTIMETERS
 DD2203_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2203+STABILITY: SURFACE MOTION
 DD2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2203+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DD2203
 DD2203  HISTORY     - Date     Condition        Report By
 DD2203  HISTORY     - 1987     MONUMENTED       SCGS
 DD2203  HISTORY     - 1989     GOOD             USPSQD
 DD2203  HISTORY     - 19940614 GOOD             USPSQD
 DD2203  HISTORY     - 20030715 GOOD             NGS
 DD2203
 DD2203                          STATION DESCRIPTION
 DD2203
 DD2203'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2203'13.8 KM (8.55 MI) NNW FROM GEORGETOWN.
 DD2203'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2203'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2203'(CHURCH STREET) IN GEORGETOWN, THENCE 10.4 KM (6.45 MI) NORTHWEST
 DD2203'ALONG STATE HIGHWAY 51, SET NEAR THE WEST CORNER OF THE MAIN PORTION
 DD2203'AND IN LINE WITH THE FRONT FACE OF THE SAINT PAUL A.M.E. CHRUCH IN
 DD2203'THE EAST ANGLE OF STATE ROAD 537, 0.62 METER (2.0 FT) NORTHWEST OF
 DD2203'THE CORNER OF THE CHURCH, 20.3 METERS (66.6 FT) EAST-NORTHEAST OF A
 DD2203'POWER POLE WITH A GUY WIRE, TRANSFORMER AND A SECURITY LIGHT, 29.3
 DD2203'METERS (96.1 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 23.5 METERS
 DD2203'(77.1 FT) EAST-SOUTHEAST OF THE CENTER OF THE ROAD.
 DD2203
 DD2203                          STATION RECOVERY (1989)
 DD2203
 DD2203'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2203'RECOVERED IN GOOD CONDITION.
 DD2203
 DD2203                          STATION RECOVERY (1994)
 DD2203
 DD2203'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2203'RECOVERED IN GOOD CONDITION.
 DD2203
 DD2203                          STATION RECOVERY (2003)
 DD2203
 DD2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2203'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2203'HIGHWAYS 17 AND 17
 DD2203'ALTERNATE IN GEORGETOWN, THENCE 10.4 KM NORTHWESTERLY ALONG STATE
 DD2203'HIGHWAY 51, NEAR
 DD2203'THE WEST CORNER OF THE SAINT PAUL AME CHURCH, 29.4 M NORTHEAST OF THE
 DD2203'HIGHWAY
 DD2203'CENTERLINE, 23.5 M SOUTHEAST OF THE CENTER OF OATLAND ROAD, 20.3 M
 DD2203'NORTHEAST OF A
 DD2203'UTILITY POLE WITH A GUY CABLE AND A TRANSFORMER, 5.5 M NORTHWEST OF
 DD2203'THE CENTER OF THE
 DD2203'CHURCH ENTRANCE DOORS, 1.6 M SOUTHEAST OF THE SOUTH LEG OF A CHURCH
 DD2203'SIGN, 0.6 M
 DD2203'NORTHWEST OF THE WEST CORNER OF THE CHURCH, AND THE MONUMENT IS FLUSH
 DD2203'WITH THE
 DD2203'GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE CHURCH PROPERTY.
 DD2203' 
 DD2203' 
 DD2203' 
 DD2203'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2207 ***********************************************************************
 DD2207  DESIGNATION -  22 206
 DD2207  PID         -  DD2207
 DD2207  STATE/COUNTY-  SC/GEORGETOWN
 DD2207  USGS QUAD   -  RHEMS (1973)
 DD2207
 DD2207                         *CURRENT SURVEY CONTROL
 DD2207  ___________________________________________________________________
 DD2207* NAD 83(1986)-  33 30 32.     (N)    079 22 30.     (W)     SCALED    
 DD2207* NAVD 88     -         5.744  (meters)      18.85   (feet)  ADJUSTED  
 DD2207  ___________________________________________________________________
 DD2207  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DD2207  DYNAMIC HT  -           5.738 (meters)      18.83  (feet)  COMP
 DD2207  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DD2207
 DD2207  VERT ORDER  -  FIRST     CLASS II
 DD2207
 DD2207.The horizontal coordinates were scaled from a topographic map and have
 DD2207.an estimated accuracy of +/- 6 seconds.
 DD2207
 DD2207.The orthometric height was determined by differential leveling
 DD2207.and adjusted by the National Geodetic Survey in June 1991..
 DD2207
 DD2207.The geoid height was determined by GEOID03.
 DD2207
 DD2207.The dynamic height is computed by dividing the NAVD 88
 DD2207.geopotential number by the normal gravity value computed on the
 DD2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2207.degrees latitude (g = 980.6199 gals.).
 DD2207
 DD2207.The modeled gravity was interpolated from observed gravity values.
 DD2207
 DD2207;                    North         East    Units  Estimated Accuracy
 DD2207;SPC SC       -   187,000.      760,550.      MT  (+/- 180 meters Scaled)
 DD2207
 DD2207                          SUPERSEDED SURVEY CONTROL
 DD2207
 DD2207  NGVD 29 (03/21/89)    6.049  (m)           19.85   (f) ADJUSTED    1 2
 DD2207
 DD2207.Superseded values are not recommended for survey control.
 DD2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2207.See file dsdata.txt to determine how the superseded data were derived.
 DD2207
 DD2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT509088(NAD 83)
 DD2207_MARKER: DD = SURVEY DISK
 DD2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2207_SP_SET: CONCRETE POST
 DD2207_STAMPING: VERT 22 206 1987
 DD2207_MARK LOGO: SCGS  
 DD2207_PROJECTION: FLUSH
 DD2207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2207+STABILITY: SURFACE MOTION
 DD2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2207+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DD2207
 DD2207  HISTORY     - Date     Condition        Report By
 DD2207  HISTORY     - 1987     MONUMENTED       SCGS
 DD2207  HISTORY     - 19940615 MARK NOT FOUND   USPSQD
 DD2207  HISTORY     - 20030715 GOOD             NGS
 DD2207
 DD2207                          STATION DESCRIPTION
 DD2207
 DD2207'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2207'16.8 KM (10.45 MI) NNW FROM GEORGETOWN.
 DD2207'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2207'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2207'(CHURCH STREET) IN GEORGETOWN, THENCE 13.75 KM (8.55 MI) NORTHWEST
 DD2207'ALONG STATE HIGHWAY 51, THENCE 0.15 KM (0.1 MI) WEST-SOUTHWEST ALONG
 DD2207'A SAND ROAD, SET NEAR THE NORTH CORNER OF A BRICK HOUSE AND IN LINE
 DD2207'WITH THE FRONT FACE OF THE HOUSE, 0.3 KM (0.2 MI) NORTHWEST OF THE
 DD2207'NORTH END OF THE BRIDGE OVER LANES CREEK, 9.0 METERS (29.5 FT) WEST
 DD2207'OF THE CENTER OF A ROAD IN FRONT OF THE HOUSE, 4.0 METERS (13.1 FT)
 DD2207'EAST OF THE EAST CORNER OF A SMALL BRICK PUMP SHED, 24.43 METERS
 DD2207'(80.2 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND A
 DD2207'GUY WIRE, 1.56 METERS (5.1 FT) NORTH-NORTHWEST OF THE CORNER OF THE
 DD2207'HOUSE, 30.4 METERS (99.7 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE
 DD2207'ROAD.
 DD2207'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2207
 DD2207                          STATION RECOVERY (1994)
 DD2207
 DD2207'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2207'MARK NOT FOUND.
 DD2207
 DD2207                          STATION RECOVERY (2003)
 DD2207
 DD2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2207'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2207'HIGHWAYS 17 AND 17
 DD2207'ALTERNATE IN GEORGETOWN, THENCE 13.75 KM NORTHWESTERLY ALONG STATE
 DD2207'HIGHWAY 51,
 DD2207'THENCE 0.15 KM SOUTHWESTERLY ALONG PRIOR DRIVE, 27.2 M SOUTH OF THE
 DD2207'CENTER OF THE
 DD2207'DRIVE, 16.1 M SOUTH OF A UTILITY POLE AND AN UNDERGROUND CABLE
 DD2207'JUNCTION BOX, 8.8 M WEST
 DD2207'OF THE CENTER OF CLIFFORD VEREEN DRIVE, 4.0 M EAST OF THE EAST CORNER
 DD2207'OF A PUMP HOUSE,
 DD2207'1.6 M NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, AND THE MONUMENT
 DD2207'IS RECESSED 0.2
 DD2207'M BELOW THE GROUND SURFACE.  NOTE--THE PROPERTY OWNER COULD NOT BE
 DD2207'FOUND.
 DD2207' 
 DD2207' 
 DD2207' 
 DD2207' 
 DD2207' 
 DD2207' 
 DD2207' 
 DD2207' 
 DD2207'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2208 ***********************************************************************
 DD2208  DESIGNATION -  22 207
 DD2208  PID         -  DD2208
 DD2208  STATE/COUNTY-  SC/GEORGETOWN
 DD2208  USGS QUAD   -  RHEMS (1973)
 DD2208
 DD2208                         *CURRENT SURVEY CONTROL
 DD2208  ___________________________________________________________________
 DD2208* NAD 83(1986)-  33 31 37.     (N)    079 23 03.     (W)     SCALED    
 DD2208* NAVD 88     -         5.480  (meters)      17.98   (feet)  ADJUSTED  
 DD2208  ___________________________________________________________________
 DD2208  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DD2208  DYNAMIC HT  -           5.474 (meters)      17.96  (feet)  COMP
 DD2208  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 DD2208
 DD2208  VERT ORDER  -  FIRST     CLASS II
 DD2208
 DD2208.The horizontal coordinates were scaled from a topographic map and have
 DD2208.an estimated accuracy of +/- 6 seconds.
 DD2208
 DD2208.The orthometric height was determined by differential leveling
 DD2208.and adjusted by the National Geodetic Survey in June 1991..
 DD2208
 DD2208.The geoid height was determined by GEOID03.
 DD2208
 DD2208.The dynamic height is computed by dividing the NAVD 88
 DD2208.geopotential number by the normal gravity value computed on the
 DD2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2208.degrees latitude (g = 980.6199 gals.).
 DD2208
 DD2208.The modeled gravity was interpolated from observed gravity values.
 DD2208
 DD2208;                    North         East    Units  Estimated Accuracy
 DD2208;SPC SC       -   188,990.      759,660.      MT  (+/- 180 meters Scaled)
 DD2208
 DD2208                          SUPERSEDED SURVEY CONTROL
 DD2208
 DD2208  NGVD 29 (03/21/89)    5.785  (m)           18.98   (f) ADJUSTED    1 2
 DD2208
 DD2208.Superseded values are not recommended for survey control.
 DD2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2208.See file dsdata.txt to determine how the superseded data were derived.
 DD2208
 DD2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT500108(NAD 83)
 DD2208_MARKER: DD = SURVEY DISK
 DD2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2208_SP_SET: CONCRETE POST
 DD2208_STAMPING: VERT 22 207 1987
 DD2208_MARK LOGO: SCGS  
 DD2208_PROJECTION: FLUSH
 DD2208_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2208+STABILITY: SURFACE MOTION
 DD2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2208+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DD2208
 DD2208  HISTORY     - Date     Condition        Report By
 DD2208  HISTORY     - 1987     MONUMENTED       SCGS
 DD2208  HISTORY     - 19940615 MARK NOT FOUND   USPSQD
 DD2208  HISTORY     - 20030715 GOOD             NGS
 DD2208  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2208
 DD2208                          STATION DESCRIPTION
 DD2208
 DD2208'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2208'19.0 KM (11.8 MI) NNW FROM GEORGETOWN.
 DD2208'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2208'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2208'(CHURCH STREET) IN GEORGETOWN, THENCE 16.0 KM (9.95 MI)
 DD2208'NORTH-NORTHWEST ALONG STATE HIGHWAY 51, SET NEAR AN ENTRANCE POST IN
 DD2208'THE EAST-SOUTHEAST ANGLE OF A SAND CROSSROAD, 10.4 METERS (34.1 FT)
 DD2208'EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 3.9 METERS (12.8 FT)
 DD2208'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 1.19 METERS (3.9 FT)
 DD2208'SOUTHWEST OF THE POST, 19.1 METERS (62.7 FT) NORTH-NORTHWEST OF A
 DD2208'POWER POLE.
 DD2208'THE MARK IS 0.8 METERS  NW FROM  A WITNESS POST
 DD2208'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2208
 DD2208                          STATION RECOVERY (1994)
 DD2208
 DD2208'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2208'MARK NOT FOUND.
 DD2208
 DD2208                          STATION RECOVERY (2003)
 DD2208
 DD2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2208'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2208'HIGHWAYS 17 AND 17
 DD2208'ALTERNATE IN GEORGETOWN, THENCE 16.0 KM NORTHWESTERLY ALONG STATE
 DD2208'HIGHWAY 51,  19.0 M
 DD2208'NORTHWEST OF A UTILITY POLE, 10.6 M EAST OF THE HIGHWAY CENTERLINE,
 DD2208'8.3 M WEST OF A
 DD2208'UTILITY POLE, 3.8 M SOUTH OF A TRACK ROAD, 1.4 M SOUTH OF A POST, 0.4
 DD2208'M ABOVE THE LEVEL OF
 DD2208'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD2208'NOTE--THE MONUMENT
 DD2208'IS ON THE HIGHWAY RIGHT-OF-WAY.
 DD2208' 
 DD2208' 
 DD2208' 
 DD2208' 
 DD2208' 
 DD2208' 
 DD2208' 
 DD2208'
 DD2208
 DD2208                          STATION RECOVERY (2006)
 DD2208
 DD2208'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2208'SEARCHED 20 MINUTES, PULLED TAPE FROM AVAILABLE REFERENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2214 ***********************************************************************
 DD2214  DESIGNATION -  22 208
 DD2214  PID         -  DD2214
 DD2214  STATE/COUNTY-  SC/GEORGETOWN
 DD2214  USGS QUAD   -  RHEMS (1973)
 DD2214
 DD2214                         *CURRENT SURVEY CONTROL
 DD2214  ___________________________________________________________________
 DD2214* NAD 83(1986)-  33 32 48.     (N)    079 24 00.     (W)     SCALED    
 DD2214* NAVD 88     -         5.377  (meters)      17.64   (feet)  ADJUSTED  
 DD2214  ___________________________________________________________________
 DD2214  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DD2214  DYNAMIC HT  -           5.372 (meters)      17.62  (feet)  COMP
 DD2214  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 DD2214
 DD2214  VERT ORDER  -  FIRST     CLASS II
 DD2214
 DD2214.The horizontal coordinates were scaled from a topographic map and have
 DD2214.an estimated accuracy of +/- 6 seconds.
 DD2214
 DD2214.The orthometric height was determined by differential leveling
 DD2214.and adjusted by the National Geodetic Survey in June 1991..
 DD2214
 DD2214.The geoid height was determined by GEOID03.
 DD2214
 DD2214.The dynamic height is computed by dividing the NAVD 88
 DD2214.geopotential number by the normal gravity value computed on the
 DD2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2214.degrees latitude (g = 980.6199 gals.).
 DD2214
 DD2214.The modeled gravity was interpolated from observed gravity values.
 DD2214
 DD2214;                    North         East    Units  Estimated Accuracy
 DD2214;SPC SC       -   191,150.      758,160.      MT  (+/- 180 meters Scaled)
 DD2214
 DD2214                          SUPERSEDED SURVEY CONTROL
 DD2214
 DD2214  NGVD 29 (03/21/89)    5.682  (m)           18.64   (f) ADJUSTED    1 2
 DD2214
 DD2214.Superseded values are not recommended for survey control.
 DD2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2214.See file dsdata.txt to determine how the superseded data were derived.
 DD2214
 DD2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT485130(NAD 83)
 DD2214_MARKER: DD = SURVEY DISK
 DD2214_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD2214_SP_SET: DECK ABOVE ABUTMENT OF BRIDGE
 DD2214_STAMPING: VERT 22 208 1987
 DD2214_MARK LOGO: SCGS  
 DD2214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2214
 DD2214  HISTORY     - Date     Condition        Report By
 DD2214  HISTORY     - 1987     MONUMENTED       SCGS
 DD2214  HISTORY     - 19940615 GOOD             USPSQD
 DD2214
 DD2214                          STATION DESCRIPTION
 DD2214
 DD2214'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2214'21.6 KM (13.45 MI) NNW FROM GEORGETOWN.
 DD2214'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2214'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2214'(CHURCH STREET) IN GEORGETOWN, THENCE 18.85 KM (11.7 MI)
 DD2214'NORTHWESTERLY ALONG STATE HIGHWAY 51, SET IN THE DECK ABOVE THE
 DD2214'ABUTMENT AT THE EAST CORNER OF THE BRIDGE OVER THE BLACK RIVER, 0.38
 DD2214'METER (1.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE.
 DD2214'THE MARK IS 1.73 METERS  WNW FROM  A WITNESS POST
 DD2214'THE MARK IS ABOVE LEVEL WITH THE DECK.
 DD2214
 DD2214                          STATION RECOVERY (1994)
 DD2214
 DD2214'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2218 ***********************************************************************
 DD2218  DESIGNATION -  22 209
 DD2218  PID         -  DD2218
 DD2218  STATE/COUNTY-  SC/GEORGETOWN
 DD2218  USGS QUAD   -  RHEMS (1973)
 DD2218
 DD2218                         *CURRENT SURVEY CONTROL
 DD2218  ___________________________________________________________________
 DD2218* NAD 83(1986)-  33 33 59.     (N)    079 25 14.     (W)     SCALED    
 DD2218* NAVD 88     -        12.024  (meters)      39.45   (feet)  ADJUSTED  
 DD2218  ___________________________________________________________________
 DD2218  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DD2218  DYNAMIC HT  -          12.011 (meters)      39.41  (feet)  COMP
 DD2218  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 DD2218
 DD2218  VERT ORDER  -  FIRST     CLASS II
 DD2218
 DD2218.The horizontal coordinates were scaled from a topographic map and have
 DD2218.an estimated accuracy of +/- 6 seconds.
 DD2218
 DD2218.The orthometric height was determined by differential leveling
 DD2218.and adjusted by the National Geodetic Survey in June 1991..
 DD2218
 DD2218.The geoid height was determined by GEOID03.
 DD2218
 DD2218.The dynamic height is computed by dividing the NAVD 88
 DD2218.geopotential number by the normal gravity value computed on the
 DD2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2218.degrees latitude (g = 980.6199 gals.).
 DD2218
 DD2218.The modeled gravity was interpolated from observed gravity values.
 DD2218
 DD2218;                    North         East    Units  Estimated Accuracy
 DD2218;SPC SC       -   193,310.      756,220.      MT  (+/- 180 meters Scaled)
 DD2218
 DD2218                          SUPERSEDED SURVEY CONTROL
 DD2218
 DD2218  NGVD 29 (03/21/89)   12.329  (m)           40.45   (f) ADJUSTED    1 2
 DD2218
 DD2218.Superseded values are not recommended for survey control.
 DD2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2218.See file dsdata.txt to determine how the superseded data were derived.
 DD2218
 DD2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT466151(NAD 83)
 DD2218_MARKER: DD = SURVEY DISK
 DD2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2218_SP_SET: CONCRETE POST
 DD2218_STAMPING: VERT 22 209 1987
 DD2218_MARK LOGO: SCGS  
 DD2218_PROJECTION: FLUSH
 DD2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2218+STABILITY: SURFACE MOTION
 DD2218
 DD2218  HISTORY     - Date     Condition        Report By
 DD2218  HISTORY     - 1987     MONUMENTED       SCGS
 DD2218  HISTORY     - 19940615 MARK NOT FOUND   USPSQD
 DD2218
 DD2218                          STATION DESCRIPTION
 DD2218
 DD2218'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2218'24.5 KM (15.2 MI) NNW FROM GEORGETOWN.
 DD2218'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2218'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2218'(CHURCH STREET) IN GEORGETOWN, THENCE 21.9 KM (13.6 MI) NORTHWESTERLY
 DD2218'ALONG STATE HIGHWAY 51, SET NEAR A POWER POLE IN THE SOUTH-SOUTHEAST
 DD2218'ANGLE OF THE NORTH ENTRANCE ROAD TO THE INTERNATIONAL PAPER COMPANY,
 DD2218'2.36 METERS (7.7 FT) WEST OF A POWER POLE WITH THREE GUY WIRES, 11.9
 DD2218'METERS (39.0 FT) WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.63
 DD2218'METERS (8.6 FT) WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX Z81, 11.0
 DD2218'METERS (36.1 FT) EAST OF THE CENTER OF THE ENTRANCE ROAD.
 DD2218'THE MARK IS 2.51 METERS  W FROM  A WITNESS POST
 DD2218'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2218
 DD2218                          STATION RECOVERY (1994)
 DD2218
 DD2218'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2219 ***********************************************************************
 DD2219  DESIGNATION -  22 210
 DD2219  PID         -  DD2219
 DD2219  STATE/COUNTY-  SC/GEORGETOWN
 DD2219  USGS QUAD   -  RHEMS (1973)
 DD2219
 DD2219                         *CURRENT SURVEY CONTROL
 DD2219  ___________________________________________________________________
 DD2219* NAD 83(1986)-  33 34 34.     (N)    079 25 58.     (W)     SCALED    
 DD2219* NAVD 88     -         4.766  (meters)      15.64   (feet)  ADJUSTED  
 DD2219  ___________________________________________________________________
 DD2219  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DD2219  DYNAMIC HT  -           4.761 (meters)      15.62  (feet)  COMP
 DD2219  MODELED GRAV-     979,601.2   (mgal)                       NAVD 88
 DD2219
 DD2219  VERT ORDER  -  FIRST     CLASS II
 DD2219
 DD2219.The horizontal coordinates were scaled from a topographic map and have
 DD2219.an estimated accuracy of +/- 6 seconds.
 DD2219
 DD2219.The orthometric height was determined by differential leveling
 DD2219.and adjusted by the National Geodetic Survey in June 1991..
 DD2219
 DD2219.The geoid height was determined by GEOID03.
 DD2219
 DD2219.The dynamic height is computed by dividing the NAVD 88
 DD2219.geopotential number by the normal gravity value computed on the
 DD2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2219.degrees latitude (g = 980.6199 gals.).
 DD2219
 DD2219.The modeled gravity was interpolated from observed gravity values.
 DD2219
 DD2219;                    North         East    Units  Estimated Accuracy
 DD2219;SPC SC       -   194,370.      755,070.      MT  (+/- 180 meters Scaled)
 DD2219
 DD2219                          SUPERSEDED SURVEY CONTROL
 DD2219
 DD2219  NGVD 29 (03/21/89)    5.071  (m)           16.64   (f) ADJUSTED    1 2
 DD2219
 DD2219.Superseded values are not recommended for survey control.
 DD2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2219.See file dsdata.txt to determine how the superseded data were derived.
 DD2219
 DD2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT454162(NAD 83)
 DD2219_MARKER: DD = SURVEY DISK
 DD2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2219_SP_SET: CONCRETE POST
 DD2219_STAMPING: VERT 22 210 1987
 DD2219_MARK LOGO: SCGS  
 DD2219_PROJECTION: FLUSH
 DD2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2219+STABILITY: SURFACE MOTION
 DD2219
 DD2219  HISTORY     - Date     Condition        Report By
 DD2219  HISTORY     - 1987     MONUMENTED       SCGS
 DD2219  HISTORY     - 19940615 GOOD             USPSQD
 DD2219
 DD2219                          STATION DESCRIPTION
 DD2219
 DD2219'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2219'26.0 KM (16.15 MI) NNW FROM GEORGETOWN.
 DD2219'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2219'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2219'(CHURCH STREET) IN GEORGETOWN, THENCE 23.6 KM (14.65 MI)
 DD2219'NORTHWESTERLY ALONG STATE HIGHWAY 51, SET AT THE WEST CORNER AND IN
 DD2219'LINE WITH THE FRONT FACE OF A BRICK CHURCH (RHEMS PENTECOSTAL
 DD2219'HOLINESS CHURCH), 0.1 KM (0.05 MI) SOUTHWEST OF A SAND ROAD
 DD2219'(WILLIAMSBURG COUNTY LINE) LEADING SOUTH-SOUTHWEST, 1.06 METERS (3.5
 DD2219'FT) NORTHWEST OF THE CORNER OF THE CHURCH, 22.2 METERS (72.8 FT)
 DD2219'NORTHEAST OF THE CENTER OF THE HIGHWAY, 7.66 METERS (25.1 FT) SOUTH
 DD2219'OF A POWER POLE WITH A SECURITY LIGHT AND TWO GUY WIRES, 13.3 METERS
 DD2219'(43.6 FT) NORTHEAST OF POWER POLE 2645KK WITH A TRANSFORMER.
 DD2219'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 DD2219
 DD2219                          STATION RECOVERY (1994)
 DD2219
 DD2219'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2313 ***********************************************************************
 DD2313  DESIGNATION -  22 211
 DD2313  PID         -  DD2313
 DD2313  STATE/COUNTY-  SC/GEORGETOWN
 DD2313  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2313
 DD2313                         *CURRENT SURVEY CONTROL
 DD2313  ___________________________________________________________________
 DD2313* NAD 83(1986)-  33 37 24.     (N)    079 13 23.     (W)     SCALED    
 DD2313* NAVD 88     -         7.294  (meters)      23.93   (feet)  ADJUSTED  
 DD2313  ___________________________________________________________________
 DD2313  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DD2313  DYNAMIC HT  -           7.286 (meters)      23.90  (feet)  COMP
 DD2313  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 DD2313
 DD2313  VERT ORDER  -  FIRST     CLASS II
 DD2313
 DD2313.The horizontal coordinates were scaled from a topographic map and have
 DD2313.an estimated accuracy of +/- 6 seconds.
 DD2313
 DD2313.The orthometric height was determined by differential leveling
 DD2313.and adjusted by the National Geodetic Survey in June 1991..
 DD2313
 DD2313.The geoid height was determined by GEOID03.
 DD2313
 DD2313.The dynamic height is computed by dividing the NAVD 88
 DD2313.geopotential number by the normal gravity value computed on the
 DD2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2313.degrees latitude (g = 980.6199 gals.).
 DD2313
 DD2313.The modeled gravity was interpolated from observed gravity values.
 DD2313
 DD2313;                    North         East    Units  Estimated Accuracy
 DD2313;SPC SC       -   199,920.      774,440.      MT  (+/- 180 meters Scaled)
 DD2313
 DD2313                          SUPERSEDED SURVEY CONTROL
 DD2313
 DD2313  NGVD 29 (03/21/89)    7.596  (m)           24.92   (f) ADJUSTED    1 2
 DD2313
 DD2313.Superseded values are not recommended for survey control.
 DD2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2313.See file dsdata.txt to determine how the superseded data were derived.
 DD2313
 DD2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT648218(NAD 83)
 DD2313_MARKER: DD = SURVEY DISK
 DD2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2313_SP_SET: CONCRETE POST
 DD2313_STAMPING: VERT 22 211 1987
 DD2313_MARK LOGO: SCGS  
 DD2313_PROJECTION: FLUSH
 DD2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2313+STABILITY: SURFACE MOTION
 DD2313
 DD2313  HISTORY     - Date     Condition        Report By
 DD2313  HISTORY     - 1987     MONUMENTED       SCGS
 DD2313  HISTORY     - 19940617 GOOD             USPSQD
 DD2313
 DD2313                          STATION DESCRIPTION
 DD2313
 DD2313'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2313'25.3 KM (15.7 MI) SE FROM HEMINGWAY.
 DD2313'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2313'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2313'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2313'CONTINUE 10.95 KM (6.8 MI) SOUTHEASTERLY ALONG HIGHWAY 261, SET NEAR
 DD2313'A POWER POLE WITH A BASKETBALL GOAL ATTACHED BETWEEN A BRICK HOUSE
 DD2313'AND A CONCRETE BLOCK HOUSE, 35.68 METERS (117.1 FT) SOUTH OF THE
 DD2313'CENTER OF THE ROAD, 3.59 METERS (11.8 FT) SOUTH-SOUTHEAST OF THE
 DD2313'POWER POLE, 11.47 METERS (37.6 FT) WEST-NORTHWEST OF THE NORTHWEST
 DD2313'CORNER OF THE CONCRETE BLOCK HOUSE, 19.84 METERS (65.1 FT)
 DD2313'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE.
 DD2313'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2313
 DD2313                          STATION RECOVERY (1994)
 DD2313
 DD2313'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1954 ***********************************************************************
 DD1954  DESIGNATION -  22 212
 DD1954  PID         -  DD1954
 DD1954  STATE/COUNTY-  SC/GEORGETOWN
 DD1954  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1954
 DD1954                         *CURRENT SURVEY CONTROL
 DD1954  ___________________________________________________________________
 DD1954* NAD 83(1986)-  33 19 42.     (N)    079 18 52.     (W)     SCALED    
 DD1954* NAVD 88     -         9.729  (meters)      31.92   (feet)  ADJUSTED  
 DD1954  ___________________________________________________________________
 DD1954  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DD1954  DYNAMIC HT  -           9.718 (meters)      31.88  (feet)  COMP
 DD1954  MODELED GRAV-     979,558.3   (mgal)                       NAVD 88
 DD1954
 DD1954  VERT ORDER  -  FIRST     CLASS II
 DD1954
 DD1954.The horizontal coordinates were scaled from a topographic map and have
 DD1954.an estimated accuracy of +/- 6 seconds.
 DD1954
 DD1954.The orthometric height was determined by differential leveling
 DD1954.and adjusted by the National Geodetic Survey in June 1991..
 DD1954
 DD1954.The geoid height was determined by GEOID03.
 DD1954
 DD1954.The dynamic height is computed by dividing the NAVD 88
 DD1954.geopotential number by the normal gravity value computed on the
 DD1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1954.degrees latitude (g = 980.6199 gals.).
 DD1954
 DD1954.The modeled gravity was interpolated from observed gravity values.
 DD1954
 DD1954;                    North         East    Units  Estimated Accuracy
 DD1954;SPC SC       -   167,070.      766,500.      MT  (+/- 180 meters Scaled)
 DD1954
 DD1954                          SUPERSEDED SURVEY CONTROL
 DD1954
 DD1954  NGVD 29 (03/21/89)   10.033  (m)           32.92   (f) ADJUSTED    1 2
 DD1954
 DD1954.Superseded values are not recommended for survey control.
 DD1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1954.See file dsdata.txt to determine how the superseded data were derived.
 DD1954
 DD1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS568889(NAD 83)
 DD1954_MARKER: DD = SURVEY DISK
 DD1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1954_SP_SET: CONCRETE POST
 DD1954_STAMPING: VERT 22 212 1987
 DD1954_MARK LOGO: SCGS  
 DD1954_PROJECTION: FLUSH
 DD1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1954+STABILITY: SURFACE MOTION
 DD1954
 DD1954  HISTORY     - Date     Condition        Report By
 DD1954  HISTORY     - 1987     MONUMENTED       SCGS
 DD1954  HISTORY     - 1989     GOOD             USPSQD
 DD1954
 DD1954                          STATION DESCRIPTION
 DD1954
 DD1954'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1954'5.7 KM (3.55 MI) SSW FROM GEORGETOWN.
 DD1954'6.05 KM (3.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1954'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1954'STREET) IN GEORGETOWN, SET NEAR A SECURITY LIGHT POLE IN THE YARD OF
 DD1954'THE CAROLINA COCA COLA BOTTLING COMPANY, IN THE SOUTH ANGLE OF STATE
 DD1954'ROAD 873, 20.08 METERS (65.9 FT) SOUTHEAST OF THE CENTER OF THE
 DD1954'NORTHBOUND LANES OF THE HIGHWAY, 29.08 METERS (95.4 FT) SOUTHWEST OF
 DD1954'THE CENTER OF THE ROAD, 15.08 METERS (49.5 FT) SOUTH-SOUTHWEST OF A
 DD1954'FIRE HYDRANT, 27.72 METERS (90.9 FT) NORTH OF THE NORTH CORNER OF THE
 DD1954'BUILDING, 6.62 METERS (21.7 FT) NORTHWEST OF THE POWER POLE.
 DD1954'THE MARK IS 2.84 METERS  WNW FROM  A WITNESS POST
 DD1954'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DD1954
 DD1954                          STATION RECOVERY (1989)
 DD1954
 DD1954'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1955 ***********************************************************************
 DD1955  DESIGNATION -  22 213
 DD1955  PID         -  DD1955
 DD1955  STATE/COUNTY-  SC/GEORGETOWN
 DD1955  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1955
 DD1955                         *CURRENT SURVEY CONTROL
 DD1955  ___________________________________________________________________
 DD1955* NAD 83(1986)-  33 20 26.     (N)    079 19 20.     (W)     SCALED    
 DD1955* NAVD 88     -         7.842  (meters)      25.73   (feet)  ADJUSTED  
 DD1955  ___________________________________________________________________
 DD1955  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DD1955  DYNAMIC HT  -           7.833 (meters)      25.70  (feet)  COMP
 DD1955  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 DD1955
 DD1955  VERT ORDER  -  FIRST     CLASS II
 DD1955
 DD1955.The horizontal coordinates were scaled from a topographic map and have
 DD1955.an estimated accuracy of +/- 6 seconds.
 DD1955
 DD1955.The orthometric height was determined by differential leveling
 DD1955.and adjusted by the National Geodetic Survey in June 1991..
 DD1955
 DD1955.The geoid height was determined by GEOID03.
 DD1955
 DD1955.The dynamic height is computed by dividing the NAVD 88
 DD1955.geopotential number by the normal gravity value computed on the
 DD1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1955.degrees latitude (g = 980.6199 gals.).
 DD1955
 DD1955.The modeled gravity was interpolated from observed gravity values.
 DD1955
 DD1955;                    North         East    Units  Estimated Accuracy
 DD1955;SPC SC       -   168,410.      765,750.      MT  (+/- 180 meters Scaled)
 DD1955
 DD1955                          SUPERSEDED SURVEY CONTROL
 DD1955
 DD1955  NGVD 29 (03/21/89)    8.146  (m)           26.73   (f) ADJUSTED    1 2
 DD1955
 DD1955.Superseded values are not recommended for survey control.
 DD1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1955.See file dsdata.txt to determine how the superseded data were derived.
 DD1955
 DD1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS561902(NAD 83)
 DD1955_MARKER: DD = SURVEY DISK
 DD1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1955_SP_SET: CONCRETE POST
 DD1955_STAMPING: VERT 22 213 1987
 DD1955_MARK LOGO: SCGS  
 DD1955_PROJECTION: FLUSH
 DD1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1955+STABILITY: SURFACE MOTION
 DD1955
 DD1955  HISTORY     - Date     Condition        Report By
 DD1955  HISTORY     - 1987     MONUMENTED       SCGS
 DD1955  HISTORY     - 1989     GOOD             USPSQD
 DD1955
 DD1955                          STATION DESCRIPTION
 DD1955
 DD1955'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1955'5.0 KM (3.1 MI) SW FROM GEORGETOWN.
 DD1955'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1955'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1955'STREET) IN GEORGETOWN, THENCE 1.85 KM (1.15 MI) WESTERLY ALONG STATE
 DD1955'ROAD 42, SET IN LINE WITH THE WEST SIDE OF A VINYL-SIDED HOUSE IN THE
 DD1955'EAST ANGLE OF A SAND ROAD LEADING SOUTHEAST, 13.5 METERS (44.3 FT)
 DD1955'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 12.4 METERS (40.7 FT)
 DD1955'EAST-NORTHEAST OF THE CENTER OF THE SAND ROAD, 10.1 METERS (33.1 FT)
 DD1955'WEST-SOUTHWEST OF A LONE CEDAR TREE, 12.1 METERS (39.7 FT) NORTHWEST
 DD1955'OF THE WEST CORNER OF THE HOUSE.
 DD1955'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1955
 DD1955                          STATION RECOVERY (1989)
 DD1955
 DD1955'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1956 ***********************************************************************
 DD1956  DESIGNATION -  22 214
 DD1956  PID         -  DD1956
 DD1956  STATE/COUNTY-  SC/GEORGETOWN
 DD1956  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1956
 DD1956                         *CURRENT SURVEY CONTROL
 DD1956  ___________________________________________________________________
 DD1956* NAD 83(1986)-  33 20 00.     (N)    079 20 17.     (W)     SCALED    
 DD1956* NAVD 88     -         3.418  (meters)      11.21   (feet)  ADJUSTED  
 DD1956  ___________________________________________________________________
 DD1956  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DD1956  DYNAMIC HT  -           3.415 (meters)      11.20  (feet)  COMP
 DD1956  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 DD1956
 DD1956  VERT ORDER  -  FIRST     CLASS II
 DD1956
 DD1956.The horizontal coordinates were scaled from a topographic map and have
 DD1956.an estimated accuracy of +/- 6 seconds.
 DD1956
 DD1956.The orthometric height was determined by differential leveling
 DD1956.and adjusted by the National Geodetic Survey in June 1991..
 DD1956
 DD1956.The geoid height was determined by GEOID03.
 DD1956
 DD1956.The dynamic height is computed by dividing the NAVD 88
 DD1956.geopotential number by the normal gravity value computed on the
 DD1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1956.degrees latitude (g = 980.6199 gals.).
 DD1956
 DD1956.The modeled gravity was interpolated from observed gravity values.
 DD1956
 DD1956;                    North         East    Units  Estimated Accuracy
 DD1956;SPC SC       -   167,590.      764,290.      MT  (+/- 180 meters Scaled)
 DD1956
 DD1956                          SUPERSEDED SURVEY CONTROL
 DD1956
 DD1956  NGVD 29 (03/21/89)    3.723  (m)           12.21   (f) ADJUSTED    1 2
 DD1956
 DD1956.Superseded values are not recommended for survey control.
 DD1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1956.See file dsdata.txt to determine how the superseded data were derived.
 DD1956
 DD1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS546894(NAD 83)
 DD1956_MARKER: DD = SURVEY DISK
 DD1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1956_SP_SET: CONCRETE POST
 DD1956_STAMPING: VERT 22 214 1987
 DD1956_MARK LOGO: SCGS  
 DD1956_PROJECTION: FLUSH
 DD1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1956+STABILITY: SURFACE MOTION
 DD1956
 DD1956  HISTORY     - Date     Condition        Report By
 DD1956  HISTORY     - 1987     MONUMENTED       SCGS
 DD1956  HISTORY     - 1989     GOOD             USPSQD
 DD1956
 DD1956                          STATION DESCRIPTION
 DD1956
 DD1956'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1956'6.5 KM (4.05 MI) SW FROM GEORGETOWN.
 DD1956'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1956'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1956'STREET) IN GEORGETOWN, THENCE 3.55 KM (2.2 MI) WESTERLY ALONG STATE
 DD1956'ROAD 42, SET NEAR A POWER POLE AND IN LINE WITH THE WEST SIDE OF A
 DD1956'WOOD AND STONE HOUSE, 0.1 KM (0.05 MI) EAST OF A SMALL BRIDGE OVER
 DD1956'TURKEY CREEK, 56.0 METERS (183.7 FT) NORTH-NORTHEAST OF THE NORTHWEST
 DD1956'CORNER OF THE HOUSE, 48.0 METERS (157.5 FT) WEST-NORTHWEST OF THE
 DD1956'EXTENDED CENTER OF A PAVED ROAD, 14.2 METERS (46.6 FT)
 DD1956'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 5.2 METERS (17.1 FT) SOUTH
 DD1956'OF THE POWER POLE.
 DD1956'THE MARK IS 5.2 METERS  S FROM  A WITNESS POST
 DD1956'THE MARK IS 0.3 M ABOVE THE ROAD.
 DD1956
 DD1956                          STATION RECOVERY (1989)
 DD1956
 DD1956'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1960 ***********************************************************************
 DD1960  DESIGNATION -  22 215
 DD1960  PID         -  DD1960
 DD1960  STATE/COUNTY-  SC/GEORGETOWN
 DD1960  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1960
 DD1960                         *CURRENT SURVEY CONTROL
 DD1960  ___________________________________________________________________
 DD1960* NAD 83(1986)-  33 20 32.     (N)    079 22 22.     (W)     SCALED    
 DD1960* NAVD 88     -         3.873  (meters)      12.71   (feet)  ADJUSTED  
 DD1960  ___________________________________________________________________
 DD1960  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DD1960  DYNAMIC HT  -           3.869 (meters)      12.69  (feet)  COMP
 DD1960  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DD1960
 DD1960  VERT ORDER  -  FIRST     CLASS II
 DD1960
 DD1960.The horizontal coordinates were scaled from a topographic map and have
 DD1960.an estimated accuracy of +/- 6 seconds.
 DD1960
 DD1960.The orthometric height was determined by differential leveling
 DD1960.and adjusted by the National Geodetic Survey in June 1991..
 DD1960
 DD1960.The geoid height was determined by GEOID03.
 DD1960
 DD1960.The dynamic height is computed by dividing the NAVD 88
 DD1960.geopotential number by the normal gravity value computed on the
 DD1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1960.degrees latitude (g = 980.6199 gals.).
 DD1960
 DD1960.The modeled gravity was interpolated from observed gravity values.
 DD1960
 DD1960;                    North         East    Units  Estimated Accuracy
 DD1960;SPC SC       -   168,520.      761,040.      MT  (+/- 180 meters Scaled)
 DD1960
 DD1960                          SUPERSEDED SURVEY CONTROL
 DD1960
 DD1960  NGVD 29 (03/21/89)    4.178  (m)           13.71   (f) ADJUSTED    1 2
 DD1960
 DD1960.Superseded values are not recommended for survey control.
 DD1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1960.See file dsdata.txt to determine how the superseded data were derived.
 DD1960
 DD1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS514904(NAD 83)
 DD1960_MARKER: DD = SURVEY DISK
 DD1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1960_SP_SET: CONCRETE POST
 DD1960_STAMPING: VERT 22 215 1987
 DD1960_MARK LOGO: SCGS  
 DD1960_PROJECTION: FLUSH
 DD1960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1960+STABILITY: SURFACE MOTION
 DD1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1960+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1992
 DD1960
 DD1960  HISTORY     - Date     Condition        Report By
 DD1960  HISTORY     - 1987     MONUMENTED       SCGS
 DD1960  HISTORY     - 1989     GOOD             USPSQD
 DD1960  HISTORY     - 19920816 GOOD             NGS
 DD1960
 DD1960                          STATION DESCRIPTION
 DD1960
 DD1960'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1960'8.7 KM (5.4 MI) WSW FROM GEORGETOWN.
 DD1960'THE MARK IS 0.15 M BELOW THE ROAD.
 DD1960'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1960'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1960'STREET) IN GEORGETOWN, THENCE 7.0 KM (4.35 MI) WESTERLY ALONG STATE
 DD1960'ROAD 42, SET NEAR A SECURITY LIGHT POLE IN FRONT OF THE SAINT MICHAEL
 DD1960'A.M.E. CHURCH, 37.13 METERS (121.8 FT) NORTH OF THE NORTHEAST CORNER
 DD1960'OF A CLASSROOM BUILDING, 18.5 METERS (60.7 FT) NORTHEAST OF THE
 DD1960'NORTHEAST CORNER OF THE CHURCH, 9.8 METERS (32.2 FT) SOUTH-SOUTHWEST
 DD1960'OF THE CENTER OF THE ROAD, 2.9 METERS (9.5 FT) WEST-NORTHWEST OF THE
 DD1960'POLE.
 DD1960'THE MARK IS 2.9 METERS  WNW FROM  A WITNESS POST
 DD1960
 DD1960                          STATION RECOVERY (1989)
 DD1960
 DD1960'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1960'RECOVERED IN GOOD CONDITION.
 DD1960
 DD1960                          STATION RECOVERY (1992)
 DD1960
 DD1960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1960'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 70 (FRASER
 DD1960'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET)
 DD1960'IN GEORGETOWN, THENCE 5.7 KM (3.55 MI) WESTERLY ALONG STATE HIGHWAY
 DD1960'S2249, 26.2 M (86.0 FT) SOUTHEAST OF THE CENTER OF THE MOST WESTERLY
 DD1960'DRIVEWAY LEADING TO THE SAINT MICHAEL AME CHURCH, 18.4 M (60.4 FT)
 DD1960'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 9.8 M (32.2 FT)
 DD1960'SOUTHWEST OF AND LEVEL WITH THE ROAD CENTERLINE, 2.9 M (9.5 FT)
 DD1960'NORTHWEST OF A UTILITY POLE AND WITNESS POST, AND THE MONUMENT IS
 DD1960'RECESSED 0.04 M (0.13 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1961 ***********************************************************************
 DD1961  DESIGNATION -  22 216
 DD1961  PID         -  DD1961
 DD1961  STATE/COUNTY-  SC/GEORGETOWN
 DD1961  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1961
 DD1961                         *CURRENT SURVEY CONTROL
 DD1961  ___________________________________________________________________
 DD1961* NAD 83(1986)-  33 20 45.     (N)    079 22 01.     (W)     SCALED    
 DD1961* NAVD 88     -         4.676  (meters)      15.34   (feet)  ADJUSTED  
 DD1961  ___________________________________________________________________
 DD1961  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DD1961  DYNAMIC HT  -           4.671 (meters)      15.32  (feet)  COMP
 DD1961  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 DD1961
 DD1961  VERT ORDER  -  FIRST     CLASS II
 DD1961
 DD1961.The horizontal coordinates were scaled from a topographic map and have
 DD1961.an estimated accuracy of +/- 6 seconds.
 DD1961
 DD1961.The orthometric height was determined by differential leveling
 DD1961.and adjusted by the National Geodetic Survey in June 1991..
 DD1961
 DD1961.The geoid height was determined by GEOID03.
 DD1961
 DD1961.The dynamic height is computed by dividing the NAVD 88
 DD1961.geopotential number by the normal gravity value computed on the
 DD1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1961.degrees latitude (g = 980.6199 gals.).
 DD1961
 DD1961.The modeled gravity was interpolated from observed gravity values.
 DD1961
 DD1961;                    North         East    Units  Estimated Accuracy
 DD1961;SPC SC       -   168,930.      761,580.      MT  (+/- 180 meters Scaled)
 DD1961
 DD1961                          SUPERSEDED SURVEY CONTROL
 DD1961
 DD1961  NGVD 29 (03/21/89)    4.980  (m)           16.34   (f) ADJUSTED    1 2
 DD1961
 DD1961.Superseded values are not recommended for survey control.
 DD1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1961.See file dsdata.txt to determine how the superseded data were derived.
 DD1961
 DD1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS519908(NAD 83)
 DD1961_MARKER: DD = SURVEY DISK
 DD1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1961_SP_SET: CONCRETE POST
 DD1961_STAMPING: VERT 22 216 1987
 DD1961_MARK LOGO: SCGS  
 DD1961_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1961+STABILITY: SURFACE MOTION
 DD1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1961+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1992
 DD1961
 DD1961  HISTORY     - Date     Condition        Report By
 DD1961  HISTORY     - 1987     MONUMENTED       SCGS
 DD1961  HISTORY     - 1989     GOOD             USPSQD
 DD1961  HISTORY     - 19920816 GOOD             NGS
 DD1961
 DD1961                          STATION DESCRIPTION
 DD1961
 DD1961'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1961'8.0 KM (5.0 MI) WSW FROM GEORGETOWN.
 DD1961'THE MARK IS 0.6 M ABOVE THE MAIN ROAD.
 DD1961'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1961'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1961'STREET) IN GEORGETOWN, THENCE 6.7 KM (4.15 MI) WESTERLY ALONG STATE
 DD1961'ROAD 42, THENCE 0.5 KM (0.3 MI) NORTHEASTERLY ALONG A SAND ROAD, 0.3
 DD1961'KM (0.2 MI) EAST OF THE SAINT MICHAEL A.M.E. CHRUCH, SET NEAR A
 DD1961'BLAZED PINE TREE IN THE NORTHEAST ANGLE OF A SAND ROAD LEADING
 DD1961'EAST-NORTHEAST, 11.25 METERS (36.9 FT) EAST-SOUTHEAST OF THE CENTER
 DD1961'OF THE MAIN ROAD, 13.0 METERS (42.7 FT) NORTH OF THE CENTER OF THE
 DD1961'SAND ROAD, 5.0 METERS (16.4 FT) NORTHEAST OF THE TREE.
 DD1961'THE MARK IS 0.68 METERS  SW FROM  A WITNESS POST
 DD1961
 DD1961                          STATION RECOVERY (1989)
 DD1961
 DD1961'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1961'RECOVERED IN GOOD CONDITION.
 DD1961
 DD1961                          STATION RECOVERY (1992)
 DD1961
 DD1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1961'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 70 (FRASER
 DD1961'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET)
 DD1961'IN GEORGETOWN, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG STATE HIGHWAY
 DD1961'S2249, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG MOURESINA ROAD, 16.3 M
 DD1961'(53.5 FT) NORTHEAST OF THE CENTER OF A SAND ROAD LEADING EAST, 10.9 M
 DD1961'(35.8 FT) SOUTHEAST OF THE ROAD CENTER, 0.7 M (2.3 FT) SOUTHWEST OF A
 DD1961'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 DD1961'MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1967 ***********************************************************************
 DD1967  DESIGNATION -  22 217
 DD1967  PID         -  DD1967
 DD1967  STATE/COUNTY-  SC/GEORGETOWN
 DD1967  USGS QUAD   -  KILSOCK BAY (1973)
 DD1967
 DD1967                         *CURRENT SURVEY CONTROL
 DD1967  ___________________________________________________________________
 DD1967* NAD 83(1986)-  33 20 43.     (N)    079 23 42.     (W)     SCALED    
 DD1967* NAVD 88     -         3.289  (meters)      10.79   (feet)  ADJUSTED  
 DD1967  ___________________________________________________________________
 DD1967  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DD1967  DYNAMIC HT  -           3.285 (meters)      10.78  (feet)  COMP
 DD1967  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DD1967
 DD1967  VERT ORDER  -  FIRST     CLASS II
 DD1967
 DD1967.The horizontal coordinates were scaled from a topographic map and have
 DD1967.an estimated accuracy of +/- 6 seconds.
 DD1967
 DD1967.The orthometric height was determined by differential leveling
 DD1967.and adjusted by the National Geodetic Survey in June 1991..
 DD1967
 DD1967.The geoid height was determined by GEOID03.
 DD1967
 DD1967.The dynamic height is computed by dividing the NAVD 88
 DD1967.geopotential number by the normal gravity value computed on the
 DD1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1967.degrees latitude (g = 980.6199 gals.).
 DD1967
 DD1967.The modeled gravity was interpolated from observed gravity values.
 DD1967
 DD1967;                    North         East    Units  Estimated Accuracy
 DD1967;SPC SC       -   168,830.      758,970.      MT  (+/- 180 meters Scaled)
 DD1967
 DD1967                          SUPERSEDED SURVEY CONTROL
 DD1967
 DD1967  NGVD 29 (03/21/89)    3.592  (m)           11.78   (f) ADJUSTED    1 2
 DD1967
 DD1967.Superseded values are not recommended for survey control.
 DD1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1967.See file dsdata.txt to determine how the superseded data were derived.
 DD1967
 DD1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS493907(NAD 83)
 DD1967_MARKER: DD = SURVEY DISK
 DD1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1967_SP_SET: CONCRETE POST
 DD1967_STAMPING: VERT 22 217 1987
 DD1967_MARK LOGO: SCGS  
 DD1967_PROJECTION: PROJECTING 15 CENTIMETERS
 DD1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1967+STABILITY: SURFACE MOTION
 DD1967
 DD1967  HISTORY     - Date     Condition        Report By
 DD1967  HISTORY     - 1987     MONUMENTED       SCGS
 DD1967  HISTORY     - 1989     GOOD             USPSQD
 DD1967
 DD1967                          STATION DESCRIPTION
 DD1967
 DD1967'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1967'10.5 KM (6.5 MI) WSW FROM GEORGETOWN.
 DD1967'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1967'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1967'STREET) IN GEORGETOWN, THENCE 9.1 KM (5.65 MI) WESTERLY ALONG STATE
 DD1967'ROAD 42, SET NEAR A 21-INCH PINE TREE IN THE SOUTHWEST ANGLE OF A
 DD1967'SAND ROAD LEADING SOUTH-SOUTHWEST, 1.85 KM (1.15 MI) EAST OF A
 DD1967'RAILROAD CROSSING, 9.7 METERS (31.8 FT) SOUTH-SOUTHWEST OF THE CENTER
 DD1967'OF THE ROAD, 7.3 METERS (24.0 FT) WEST-NORTHWEST OF THE CENTER OF THE
 DD1967'SAND ROAD, 2.7 METERS (8.9 FT) SOUTHWEST OF THE TREE.
 DD1967'THE MARK IS 0.8 METERS  E FROM  A WITNESS POST
 DD1967'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1967
 DD1967                          STATION RECOVERY (1989)
 DD1967
 DD1967'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1968 ***********************************************************************
 DD1968  DESIGNATION -  22 218
 DD1968  PID         -  DD1968
 DD1968  STATE/COUNTY-  SC/GEORGETOWN
 DD1968  USGS QUAD   -  KILSOCK BAY (1973)
 DD1968
 DD1968                         *CURRENT SURVEY CONTROL
 DD1968  ___________________________________________________________________
 DD1968* NAD 83(1986)-  33 20 38.     (N)    079 24 52.     (W)     SCALED    
 DD1968* NAVD 88     -         4.648  (meters)      15.25   (feet)  ADJUSTED  
 DD1968  ___________________________________________________________________
 DD1968  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DD1968  DYNAMIC HT  -           4.643 (meters)      15.23  (feet)  COMP
 DD1968  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 DD1968
 DD1968  VERT ORDER  -  FIRST     CLASS II
 DD1968
 DD1968.The horizontal coordinates were scaled from a topographic map and have
 DD1968.an estimated accuracy of +/- 6 seconds.
 DD1968
 DD1968.The orthometric height was determined by differential leveling
 DD1968.and adjusted by the National Geodetic Survey in June 1991..
 DD1968
 DD1968.The geoid height was determined by GEOID03.
 DD1968
 DD1968.The dynamic height is computed by dividing the NAVD 88
 DD1968.geopotential number by the normal gravity value computed on the
 DD1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1968.degrees latitude (g = 980.6199 gals.).
 DD1968
 DD1968.The modeled gravity was interpolated from observed gravity values.
 DD1968
 DD1968;                    North         East    Units  Estimated Accuracy
 DD1968;SPC SC       -   168,650.      757,160.      MT  (+/- 180 meters Scaled)
 DD1968
 DD1968                          SUPERSEDED SURVEY CONTROL
 DD1968
 DD1968  NGVD 29 (03/21/89)    4.952  (m)           16.25   (f) ADJUSTED    1 2
 DD1968
 DD1968.Superseded values are not recommended for survey control.
 DD1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1968.See file dsdata.txt to determine how the superseded data were derived.
 DD1968
 DD1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS475905(NAD 83)
 DD1968_MARKER: DD = SURVEY DISK
 DD1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1968_SP_SET: CONCRETE POST
 DD1968_STAMPING: VERT 22 218 1987
 DD1968_MARK LOGO: SCGS  
 DD1968_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1968+STABILITY: SURFACE MOTION
 DD1968
 DD1968  HISTORY     - Date     Condition        Report By
 DD1968  HISTORY     - 1987     MONUMENTED       SCGS
 DD1968  HISTORY     - 1989     GOOD             USPSQD
 DD1968
 DD1968                          STATION DESCRIPTION
 DD1968
 DD1968'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1968'12.2 KM (7.6 MI) WSW FROM GEORGETOWN.
 DD1968'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1968'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1968'STREET) IN GEORGETOWN, THENCE 10.95 KM (6.8 MI) WESTERLY ALONG STATE
 DD1968'ROAD 42, SET NEAR A SIGNAL LIGHT IN THE NORTHEAST ANGLE OF A RAILROAD
 DD1968'CROSSING, 8.45 METERS (27.7 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 DD1968'ROAD, 7.95 METERS (26.1 FT) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL
 DD1968'ROAD PARALLEL WITH THE TRACKS, 4.35 METERS (14.3 FT) EAST-NORTHEAST
 DD1968'OF THE EAST RAIL OF THE TRACKS, 2.25 METERS (7.4 FT) NORTHWEST OF THE
 DD1968'LIGHT.
 DD1968'THE MARK IS 2.9 METERS  SE FROM  A WITNESS POST
 DD1968'THE MARK IS 0.3 M BELOW THE ROAD.
 DD1968
 DD1968                          STATION RECOVERY (1989)
 DD1968
 DD1968'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1969 ***********************************************************************
 DD1969  DESIGNATION -  22 219
 DD1969  PID         -  DD1969
 DD1969  STATE/COUNTY-  SC/GEORGETOWN
 DD1969  USGS QUAD   -  KILSOCK BAY (1973)
 DD1969
 DD1969                         *CURRENT SURVEY CONTROL
 DD1969  ___________________________________________________________________
 DD1969* NAD 83(1986)-  33 20 44.     (N)    079 25 28.     (W)     SCALED    
 DD1969* NAVD 88     -         4.380  (meters)      14.37   (feet)  ADJUSTED  
 DD1969  ___________________________________________________________________
 DD1969  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DD1969  DYNAMIC HT  -           4.375 (meters)      14.35  (feet)  COMP
 DD1969  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 DD1969
 DD1969  VERT ORDER  -  FIRST     CLASS II
 DD1969
 DD1969.The horizontal coordinates were scaled from a topographic map and have
 DD1969.an estimated accuracy of +/- 6 seconds.
 DD1969
 DD1969.The orthometric height was determined by differential leveling
 DD1969.and adjusted by the National Geodetic Survey in June 1991..
 DD1969
 DD1969.The geoid height was determined by GEOID03.
 DD1969
 DD1969.The dynamic height is computed by dividing the NAVD 88
 DD1969.geopotential number by the normal gravity value computed on the
 DD1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1969.degrees latitude (g = 980.6199 gals.).
 DD1969
 DD1969.The modeled gravity was interpolated from observed gravity values.
 DD1969
 DD1969;                    North         East    Units  Estimated Accuracy
 DD1969;SPC SC       -   168,820.      756,230.      MT  (+/- 180 meters Scaled)
 DD1969
 DD1969                          SUPERSEDED SURVEY CONTROL
 DD1969
 DD1969  NGVD 29 (03/21/89)    4.684  (m)           15.37   (f) ADJUSTED    1 2
 DD1969
 DD1969.Superseded values are not recommended for survey control.
 DD1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1969.See file dsdata.txt to determine how the superseded data were derived.
 DD1969
 DD1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS466907(NAD 83)
 DD1969_MARKER: DD = SURVEY DISK
 DD1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1969_SP_SET: CONCRETE POST
 DD1969_STAMPING: VERT 22 219 1987
 DD1969_MARK LOGO: SCGS  
 DD1969_PROJECTION: FLUSH
 DD1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1969+STABILITY: SURFACE MOTION
 DD1969
 DD1969  HISTORY     - Date     Condition        Report By
 DD1969  HISTORY     - 1987     MONUMENTED       SCGS
 DD1969  HISTORY     - 1989     GOOD             USPSQD
 DD1969
 DD1969                          STATION DESCRIPTION
 DD1969
 DD1969'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1969'13.0 KM (8.1 MI) WSW FROM GEORGETOWN.
 DD1969'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1969'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1969'STREET) IN GEORGETOWN, THENCE 12.0 KM (7.45 MI) WESTERLY ALONG STATE
 DD1969'ROAD 42, SET NEAR FOUR PINE TREES IN FRONT OF A CONCRETE BLOCK HOUSE,
 DD1969'39.45 METERS (129.4 FT) NORTHWEST OF A POWER POLE 3725C, 28.5 METERS
 DD1969'(93.5 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, 9.8
 DD1969'METERS (32.2 FT) EAST-SOUTHEAST OF THE CENTER OF THE DRIVEWAY TO THE
 DD1969'HOUSE, 14.5 METERS (47.6 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 DD1969'ROAD, 10.45 METERS (34.3 FT) EAST-NORTHEAST OF THE EAST-SOUTHEAST END
 DD1969'OF A PIPE CULVERT BENEATH THE DRIVEWAY.
 DD1969'THE MARK IS 0.6 M BELOW THE ROAD.
 DD1969
 DD1969                          STATION RECOVERY (1989)
 DD1969
 DD1969'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1970 ***********************************************************************
 DD1970  DESIGNATION -  22 220
 DD1970  PID         -  DD1970
 DD1970  STATE/COUNTY-  SC/GEORGETOWN
 DD1970  USGS QUAD   -  KILSOCK BAY (1973)
 DD1970
 DD1970                         *CURRENT SURVEY CONTROL
 DD1970  ___________________________________________________________________
 DD1970* NAD 83(1986)-  33 20 51.     (N)    079 26 13.     (W)     SCALED    
 DD1970* NAVD 88     -         4.635  (meters)      15.21   (feet)  ADJUSTED  
 DD1970  ___________________________________________________________________
 DD1970  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DD1970  DYNAMIC HT  -           4.630 (meters)      15.19  (feet)  COMP
 DD1970  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 DD1970
 DD1970  VERT ORDER  -  FIRST     CLASS II
 DD1970
 DD1970.The horizontal coordinates were scaled from a topographic map and have
 DD1970.an estimated accuracy of +/- 6 seconds.
 DD1970
 DD1970.The orthometric height was determined by differential leveling
 DD1970.and adjusted by the National Geodetic Survey in June 1991..
 DD1970
 DD1970.The geoid height was determined by GEOID03.
 DD1970
 DD1970.The dynamic height is computed by dividing the NAVD 88
 DD1970.geopotential number by the normal gravity value computed on the
 DD1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1970.degrees latitude (g = 980.6199 gals.).
 DD1970
 DD1970.The modeled gravity was interpolated from observed gravity values.
 DD1970
 DD1970;                    North         East    Units  Estimated Accuracy
 DD1970;SPC SC       -   169,020.      755,060.      MT  (+/- 180 meters Scaled)
 DD1970
 DD1970                          SUPERSEDED SURVEY CONTROL
 DD1970
 DD1970  NGVD 29 (03/21/89)    4.938  (m)           16.20   (f) ADJUSTED    1 2
 DD1970
 DD1970.Superseded values are not recommended for survey control.
 DD1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1970.See file dsdata.txt to determine how the superseded data were derived.
 DD1970
 DD1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS454909(NAD 83)
 DD1970_MARKER: DD = SURVEY DISK
 DD1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1970_SP_SET: CONCRETE POST
 DD1970_STAMPING: VERT 22 220 1987
 DD1970_MARK LOGO: SCGS  
 DD1970_PROJECTION: FLUSH
 DD1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1970+STABILITY: SURFACE MOTION
 DD1970
 DD1970  HISTORY     - Date     Condition        Report By
 DD1970  HISTORY     - 1987     MONUMENTED       SCGS
 DD1970  HISTORY     - 1989     GOOD             USPSQD
 DD1970
 DD1970                          STATION DESCRIPTION
 DD1970
 DD1970'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1970'14.2 KM (8.8 MI) WEST FROM GEORGETOWN.
 DD1970'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1970'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1970'STREET) IN GEORGETOWN, THENCE 13.1 KM (8.15 MI) WESTERLY ALONG STATE
 DD1970'ROAD 42, SET NEAR A SECURITY LIGHT POLE AND IN LINE WITH THE BACK
 DD1970'FACE OF A SMALL WOODEN STORE (GREENS GROCERY), 24.95 METERS (81.9 FT)
 DD1970'NORTHEAST OF THE CENTER OF THE ROAD, 5.69 METERS (18.7 FT) NORTHWEST
 DD1970'OF THE NORTH CORNER OF THE STORE, 6.3 METERS (20.7 FT)
 DD1970'SOUTH-SOUTHWEST OF A LONE CEDAR TREE, 20.9 METERS (68.6 FT) NORTH OF
 DD1970'A DOUBLE-TRUNKED WILLOW OAK TREE IN FRONT OF THE STORE, 2.5 METERS
 DD1970'(8.2 FT) SOUTHWEST OF THE POLE.
 DD1970'THE MARK IS 2.37 METERS  SW FROM  A WITNESS POST
 DD1970'THE MARK IS 0.3 M BELOW THE ROAD.
 DD1970
 DD1970                          STATION RECOVERY (1989)
 DD1970
 DD1970'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1971 ***********************************************************************
 DD1971  DESIGNATION -  22 221
 DD1971  PID         -  DD1971
 DD1971  STATE/COUNTY-  SC/GEORGETOWN
 DD1971  USGS QUAD   -  KILSOCK BAY (1973)
 DD1971
 DD1971                         *CURRENT SURVEY CONTROL
 DD1971  ___________________________________________________________________
 DD1971* NAD 83(1986)-  33 21 35.     (N)    079 26 46.     (W)     SCALED    
 DD1971* NAVD 88     -         5.746  (meters)      18.85   (feet)  ADJUSTED  
 DD1971  ___________________________________________________________________
 DD1971  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DD1971  DYNAMIC HT  -           5.740 (meters)      18.83  (feet)  COMP
 DD1971  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 DD1971
 DD1971  VERT ORDER  -  FIRST     CLASS II
 DD1971
 DD1971.The horizontal coordinates were scaled from a topographic map and have
 DD1971.an estimated accuracy of +/- 6 seconds.
 DD1971
 DD1971.The orthometric height was determined by differential leveling
 DD1971.and adjusted by the National Geodetic Survey in June 1991..
 DD1971
 DD1971.The geoid height was determined by GEOID03.
 DD1971
 DD1971.The dynamic height is computed by dividing the NAVD 88
 DD1971.geopotential number by the normal gravity value computed on the
 DD1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1971.degrees latitude (g = 980.6199 gals.).
 DD1971
 DD1971.The modeled gravity was interpolated from observed gravity values.
 DD1971
 DD1971;                    North         East    Units  Estimated Accuracy
 DD1971;SPC SC       -   170,360.      754,190.      MT  (+/- 180 meters Scaled)
 DD1971
 DD1971                          SUPERSEDED SURVEY CONTROL
 DD1971
 DD1971  NGVD 29 (03/21/89)    6.050  (m)           19.85   (f) ADJUSTED    1 2
 DD1971
 DD1971.Superseded values are not recommended for survey control.
 DD1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1971.See file dsdata.txt to determine how the superseded data were derived.
 DD1971
 DD1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS445922(NAD 83)
 DD1971_MARKER: DD = SURVEY DISK
 DD1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1971_SP_SET: CONCRETE POST
 DD1971_STAMPING: VERT 22 221 1987
 DD1971_MARK LOGO: SCGS  
 DD1971_PROJECTION: FLUSH
 DD1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1971+STABILITY: SURFACE MOTION
 DD1971
 DD1971  HISTORY     - Date     Condition        Report By
 DD1971  HISTORY     - 1987     MONUMENTED       SCGS
 DD1971  HISTORY     - 1989     GOOD             USPSQD
 DD1971
 DD1971                          STATION DESCRIPTION
 DD1971
 DD1971'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1971'14.8 KM (9.2 MI) WEST FROM GEORGETOWN.
 DD1971'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1971'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1971'STREET) IN GEORGETOWN, THENCE 14.9 KM (9.25 MI) WESTERLY AND
 DD1971'NORTHWEST ALONG STATE ROAD 42, SET NEAR A FLAG POLE IN THE
 DD1971'EAST-SOUTHEAST ANGLE OF THE ENTRANCE ROAD TO THE MORNING GLORY
 DD1971'CEMETARY INCORPORATED, 15.44 METERS (50.7 FT) EAST-NORTHEAST OF THE
 DD1971'CENTER OF THE ROAD, 7.9 METERS (25.9 FT) SOUTH OF THE CENTER OF THE
 DD1971'ENTRANCE ROAD, 3.78 METERS (12.4 FT) NORTH-NORTHWEST OF THE NORTH
 DD1971'CORNER OF A FLUSH HEADSTONE (H. JEROME FRASER SR. 1912-1984), 1.15
 DD1971'METERS (3.8 FT) SOUTHWEST OF THE FLAG POLE, 17.98 METERS (59.0 FT)
 DD1971'WEST-SOUTHWEST OF THE WEST CORNER OF A FLUSH HEADSTONE (MAUDEST K
 DD1971'SQUIRES).
 DD1971'THE MARK IS 1.28 METERS  SW FROM  A WITNESS POST
 DD1971'THE MARK IS 0.3 M BELOW THE ROAD.
 DD1971
 DD1971                          STATION RECOVERY (1989)
 DD1971
 DD1971'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1972 ***********************************************************************
 DD1972  DESIGNATION -  22 222
 DD1972  PID         -  DD1972
 DD1972  STATE/COUNTY-  SC/GEORGETOWN
 DD1972  USGS QUAD   -  KILSOCK BAY (1973)
 DD1972
 DD1972                         *CURRENT SURVEY CONTROL
 DD1972  ___________________________________________________________________
 DD1972* NAD 83(1986)-  33 21 54.     (N)    079 26 38.     (W)     SCALED    
 DD1972* NAVD 88     -         5.440  (meters)      17.85   (feet)  ADJUSTED  
 DD1972  ___________________________________________________________________
 DD1972  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DD1972  DYNAMIC HT  -           5.434 (meters)      17.83  (feet)  COMP
 DD1972  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 DD1972
 DD1972  VERT ORDER  -  FIRST     CLASS II
 DD1972
 DD1972.The horizontal coordinates were scaled from a topographic map and have
 DD1972.an estimated accuracy of +/- 6 seconds.
 DD1972
 DD1972.The orthometric height was determined by differential leveling
 DD1972.and adjusted by the National Geodetic Survey in June 1991..
 DD1972
 DD1972.The geoid height was determined by GEOID03.
 DD1972
 DD1972.The dynamic height is computed by dividing the NAVD 88
 DD1972.geopotential number by the normal gravity value computed on the
 DD1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1972.degrees latitude (g = 980.6199 gals.).
 DD1972
 DD1972.The modeled gravity was interpolated from observed gravity values.
 DD1972
 DD1972;                    North         East    Units  Estimated Accuracy
 DD1972;SPC SC       -   170,950.      754,390.      MT  (+/- 180 meters Scaled)
 DD1972
 DD1972                          SUPERSEDED SURVEY CONTROL
 DD1972
 DD1972  NGVD 29 (03/21/89)    5.743  (m)           18.84   (f) ADJUSTED    1 2
 DD1972
 DD1972.Superseded values are not recommended for survey control.
 DD1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1972.See file dsdata.txt to determine how the superseded data were derived.
 DD1972
 DD1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS447928(NAD 83)
 DD1972_MARKER: DD = SURVEY DISK
 DD1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1972_SP_SET: CONCRETE POST
 DD1972_STAMPING: VERT 22 222 1987
 DD1972_MARK LOGO: SCGS  
 DD1972_PROJECTION: RECESSED 5 CENTIMETERS
 DD1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1972+STABILITY: SURFACE MOTION
 DD1972
 DD1972  HISTORY     - Date     Condition        Report By
 DD1972  HISTORY     - 1987     MONUMENTED       SCGS
 DD1972  HISTORY     - 1989     GOOD             USPSQD
 DD1972  HISTORY     - 19940614 GOOD             USPSQD
 DD1972
 DD1972                          STATION DESCRIPTION
 DD1972
 DD1972'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1972'14.5 KM (9.0 MI) WEST FROM GEORGETOWN.
 DD1972'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1972'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1972'STREET) IN GEORGETOWN, THENCE 15.45 KM (9.6 MI) WESTERLY AND
 DD1972'NORTHWEST ALONG STATE ROAD 42, THENCE 0.4 KM (0.25 MI) EAST ALONG
 DD1972'STATE ROAD 498, SET NEAR A SECURITY LIGHT POLE IN THE FRONT YARD OF A
 DD1972'BRICK HOUSE, 23.8 METERS (78.1 FT) NORTH OF THE CENTER OF THE ROAD,
 DD1972'2.26 METERS (7.4 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE
 DD1972'DRIVEWAY TO THE HOUSE, 6.15 METERS (20.2 FT) SOUTHEAST OF THE
 DD1972'SOUTHEAST CORNER OF THE HOUSE, 25.9 METERS (85.0 FT) WEST-NORTHWEST
 DD1972'OF THE NORTHWEST CORNER A SMALL BRICK PUMP SHED, 3.38 METERS (11.1
 DD1972'FT) NORTHWEST OF THE POLE.
 DD1972'THE MARK IS 3.47 METERS  NW FROM  A WITNESS POST
 DD1972'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1972
 DD1972                          STATION RECOVERY (1989)
 DD1972
 DD1972'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1972'RECOVERED IN GOOD CONDITION.
 DD1972
 DD1972                          STATION RECOVERY (1994)
 DD1972
 DD1972'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1989 ***********************************************************************
 DD1989  DESIGNATION -  22 223
 DD1989  PID         -  DD1989
 DD1989  STATE/COUNTY-  SC/GEORGETOWN
 DD1989  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1989
 DD1989                         *CURRENT SURVEY CONTROL
 DD1989  ___________________________________________________________________
 DD1989* NAD 83(1986)-  33 23 45.     (N)    079 19 09.     (W)     SCALED    
 DD1989* NAVD 88     -         4.501  (meters)      14.77   (feet)  ADJUSTED  
 DD1989  ___________________________________________________________________
 DD1989  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DD1989  DYNAMIC HT  -           4.496 (meters)      14.75  (feet)  COMP
 DD1989  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 DD1989
 DD1989  VERT ORDER  -  FIRST     CLASS II
 DD1989
 DD1989.The horizontal coordinates were scaled from a topographic map and have
 DD1989.an estimated accuracy of +/- 6 seconds.
 DD1989
 DD1989.The orthometric height was determined by differential leveling
 DD1989.and adjusted by the National Geodetic Survey in June 1991..
 DD1989
 DD1989.The geoid height was determined by GEOID03.
 DD1989
 DD1989.The dynamic height is computed by dividing the NAVD 88
 DD1989.geopotential number by the normal gravity value computed on the
 DD1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1989.degrees latitude (g = 980.6199 gals.).
 DD1989
 DD1989.The modeled gravity was interpolated from observed gravity values.
 DD1989
 DD1989;                    North         East    Units  Estimated Accuracy
 DD1989;SPC SC       -   174,550.      765,940.      MT  (+/- 180 meters Scaled)
 DD1989
 DD1989                          SUPERSEDED SURVEY CONTROL
 DD1989
 DD1989  NGVD 29 (03/21/89)    4.805  (m)           15.76   (f) ADJUSTED    1 2
 DD1989
 DD1989.Superseded values are not recommended for survey control.
 DD1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1989.See file dsdata.txt to determine how the superseded data were derived.
 DD1989
 DD1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS563964(NAD 83)
 DD1989_MARKER: DD = SURVEY DISK
 DD1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1989_SP_SET: CONCRETE POST
 DD1989_STAMPING: VERT 22 223 1987
 DD1989_MARK LOGO: SCGS  
 DD1989_PROJECTION: FLUSH
 DD1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1989+STABILITY: SURFACE MOTION
 DD1989
 DD1989  HISTORY     - Date     Condition        Report By
 DD1989  HISTORY     - 1987     MONUMENTED       SCGS
 DD1989  HISTORY     - 1989     GOOD             USPSQD
 DD1989
 DD1989                          STATION DESCRIPTION
 DD1989
 DD1989'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1989'3.8 KM (2.35 MI) NW FROM GEORGETOWN.
 DD1989'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1989'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1989'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1989'(CHURCH STREET), CONTINUE 3.05 KM (1.9 MI) WEST-NORTHWEST ALONG
 DD1989'HIGHWAYS 521 AND 17 ALTERNATE (HIGHMARKET STREET), THENCE 0.8 KM (0.5
 DD1989'MI) NORTH-NORTHEAST AND NORTHWEST ALONG STATE ROAD 71 (MCDONALD
 DD1989'ROAD), SET NEAR THE SIDEWALK IN FRONT OF THE MCDONALD SCHOOL, 52.85
 DD1989'METERS (173.4 FT) NORTH-NORTHWEST OF THE CENTER OF STATE ROAD 213,
 DD1989'16.6 METERS (54.5 FT) EAST-NORTHEAST OF THE CENTER OF THE ROAD, 41.39
 DD1989'METERS (135.8 FT) WEST OF THE SOUTH CORNER OF THE SCHOOL, 26.4 METERS
 DD1989'(86.6 FT) NORTHEAST OF A FIRE HYDRANT, 8.7 METERS (28.5 FT)
 DD1989'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST EDGE OF THE SIDEWALK.
 DD1989'THE MARK IS 0.3 M BELOW THE ROAD.
 DD1989
 DD1989                          STATION RECOVERY (1989)
 DD1989
 DD1989'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1990 ***********************************************************************
 DD1990  DESIGNATION -  22 224
 DD1990  PID         -  DD1990
 DD1990  STATE/COUNTY-  SC/GEORGETOWN
 DD1990  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1990
 DD1990                         *CURRENT SURVEY CONTROL
 DD1990  ___________________________________________________________________
 DD1990* NAD 83(1986)-  33 24 07.     (N)    079 19 27.     (W)     SCALED    
 DD1990* NAVD 88     -         5.167  (meters)      16.95   (feet)  ADJUSTED  
 DD1990  ___________________________________________________________________
 DD1990  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 DD1990  DYNAMIC HT  -           5.161 (meters)      16.93  (feet)  COMP
 DD1990  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DD1990
 DD1990  VERT ORDER  -  FIRST     CLASS II
 DD1990
 DD1990.The horizontal coordinates were scaled from a topographic map and have
 DD1990.an estimated accuracy of +/- 6 seconds.
 DD1990
 DD1990.The orthometric height was determined by differential leveling
 DD1990.and adjusted by the National Geodetic Survey in June 1991..
 DD1990
 DD1990.The geoid height was determined by GEOID03.
 DD1990
 DD1990.The dynamic height is computed by dividing the NAVD 88
 DD1990.geopotential number by the normal gravity value computed on the
 DD1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1990.degrees latitude (g = 980.6199 gals.).
 DD1990
 DD1990.The modeled gravity was interpolated from observed gravity values.
 DD1990
 DD1990;                    North         East    Units  Estimated Accuracy
 DD1990;SPC SC       -   175,220.      765,460.      MT  (+/- 180 meters Scaled)
 DD1990
 DD1990                          SUPERSEDED SURVEY CONTROL
 DD1990
 DD1990  NGVD 29 (03/21/89)    5.471  (m)           17.95   (f) ADJUSTED    1 2
 DD1990
 DD1990.Superseded values are not recommended for survey control.
 DD1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1990.See file dsdata.txt to determine how the superseded data were derived.
 DD1990
 DD1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS558971(NAD 83)
 DD1990_MARKER: DD = SURVEY DISK
 DD1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1990_SP_SET: CONCRETE POST
 DD1990_STAMPING: VERT 22 224 1987
 DD1990_MARK LOGO: SCGS  
 DD1990_PROJECTION: FLUSH
 DD1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1990+STABILITY: SURFACE MOTION
 DD1990
 DD1990  HISTORY     - Date     Condition        Report By
 DD1990  HISTORY     - 1987     MONUMENTED       SCGS
 DD1990  HISTORY     - 1989     GOOD             USPSQD
 DD1990
 DD1990                          STATION DESCRIPTION
 DD1990
 DD1990'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1990'4.5 KM (2.8 MI) NW FROM GEORGETOWN.
 DD1990'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1990'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1990'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1990'(CHURCH STREET), CONTINUE 3.05 KM (1.9 MI) WEST-NORTHWEST ALONG
 DD1990'HIGHWAYS 521 AND 17 ALTERNATE (HIGHMARKET STREET), THENCE 1.6 KM (1.0
 DD1990'MI) NORTH-NORTHEAST AND NORTHWEST ALONG STATE ROAD 71 (MCDONALD
 DD1990'ROAD), THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG STATE ROAD 124
 DD1990'(GREENTOWN ROAD), SET IN THE YARD OF A WOOD HOUSE IN THE
 DD1990'EAST-SOUTHEAST ANGLE OF STATE ROAD 673 (LINCOLNSHIRE BOULEVARD), 13.9
 DD1990'METERS (45.6 FT) SOUTHEAST OF THE CENTER OF ROAD 124, 11.2 METERS
 DD1990'(36.7 FT) EAST-NORTHEAST OF THE CENTER OF ROAD 673, 7.77 METERS (25.5
 DD1990'FT) WEST OF THE WEST CORNER OF THE HOUSE, 19.8 METERS (65.0 FT)
 DD1990'WEST-SOUTHWEST OF THE WEST CORNER OF A BRICK HOUSE.
 DD1990'THE MARK IS ABOVE LEVEL WITH ROAD 673.
 DD1990
 DD1990                          STATION RECOVERY (1989)
 DD1990
 DD1990'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1991 ***********************************************************************
 DD1991  DESIGNATION -  22 225
 DD1991  PID         -  DD1991
 DD1991  STATE/COUNTY-  SC/GEORGETOWN
 DD1991  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1991
 DD1991                         *CURRENT SURVEY CONTROL
 DD1991  ___________________________________________________________________
 DD1991* NAD 83(1986)-  33 24 41.     (N)    079 19 57.     (W)     SCALED    
 DD1991* NAVD 88     -         6.145  (meters)      20.16   (feet)  ADJUSTED  
 DD1991  ___________________________________________________________________
 DD1991  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD1991  DYNAMIC HT  -           6.139 (meters)      20.14  (feet)  COMP
 DD1991  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DD1991
 DD1991  VERT ORDER  -  FIRST     CLASS II
 DD1991
 DD1991.The horizontal coordinates were scaled from a topographic map and have
 DD1991.an estimated accuracy of +/- 6 seconds.
 DD1991
 DD1991.The orthometric height was determined by differential leveling
 DD1991.and adjusted by the National Geodetic Survey in June 1991..
 DD1991
 DD1991.The geoid height was determined by GEOID03.
 DD1991
 DD1991.The dynamic height is computed by dividing the NAVD 88
 DD1991.geopotential number by the normal gravity value computed on the
 DD1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1991.degrees latitude (g = 980.6199 gals.).
 DD1991
 DD1991.The modeled gravity was interpolated from observed gravity values.
 DD1991
 DD1991;                    North         East    Units  Estimated Accuracy
 DD1991;SPC SC       -   176,250.      764,670.      MT  (+/- 180 meters Scaled)
 DD1991
 DD1991                          SUPERSEDED SURVEY CONTROL
 DD1991
 DD1991  NGVD 29 (03/21/89)    6.450  (m)           21.16   (f) ADJUSTED    1 2
 DD1991
 DD1991.Superseded values are not recommended for survey control.
 DD1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1991.See file dsdata.txt to determine how the superseded data were derived.
 DD1991
 DD1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS550981(NAD 83)
 DD1991_MARKER: DD = SURVEY DISK
 DD1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1991_SP_SET: CONCRETE POST
 DD1991_STAMPING: VERT 22 225 1987
 DD1991_MARK LOGO: SCGS  
 DD1991_PROJECTION: FLUSH
 DD1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1991+STABILITY: SURFACE MOTION
 DD1991
 DD1991  HISTORY     - Date     Condition        Report By
 DD1991  HISTORY     - 1987     MONUMENTED       SCGS
 DD1991  HISTORY     - 1989     GOOD             USPSQD
 DD1991  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 DD1991  HISTORY     - 20040705 MARK NOT FOUND   USPSQD
 DD1991
 DD1991                          STATION DESCRIPTION
 DD1991
 DD1991'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1991'5.8 KM (3.6 MI) NW FROM GEORGETOWN.
 DD1991'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1991'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1991'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1991'(CHURCH STREET), CONTINUE 3.05 KM (1.9 MI) WEST-NORTHWEST ALONG
 DD1991'HIGHWAYS 521 AND 17 ALTERNATE (HIGHMARKET STREET), THENCE 2.9 KM (1.8
 DD1991'MI) NORTH-NORTHEAST AND NORTHWEST ALONG STATE ROAD 71 (MCDONALD ROAD)
 DD1991'TO THE JUNCTION OF STATE ROAD 318, SET NEAR A POWER POLE, 13.7 METERS
 DD1991'(44.9 FT) SOUTH OF THE NORTHWEST ONE OF TWO DOUBLE-TRUNKED WILLOW OAK
 DD1991'TREES, 6.35 METERS (20.8 FT) SOUTHWEST OF THE EXTENDED CENTER OF ROAD
 DD1991'71, 11.2 METERS (36.7 FT) NORTHWEST OF THE CENTER OF ROAD 318, 3.96
 DD1991'METERS (13.0 FT) NORTH-NORTHEAST OF THE POWER POLE.
 DD1991'THE MARK IS 4.01 METERS  NNE FROM  A WITNESS POST
 DD1991'THE MARK IS 0.3 M BELOW ROAD 318.
 DD1991
 DD1991                          STATION RECOVERY (1989)
 DD1991
 DD1991'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1991'RECOVERED IN GOOD CONDITION.
 DD1991
 DD1991                          STATION RECOVERY (1994)
 DD1991
 DD1991'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1991'MARK NOT FOUND.
 DD1991
 DD1991                          STATION RECOVERY (2004)
 DD1991
 DD1991'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1992 ***********************************************************************
 DD1992  DESIGNATION -  22 226
 DD1992  PID         -  DD1992
 DD1992  STATE/COUNTY-  SC/GEORGETOWN
 DD1992  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1992
 DD1992                         *CURRENT SURVEY CONTROL
 DD1992  ___________________________________________________________________
 DD1992* NAD 83(1986)-  33 24 10.     (N)    079 20 25.     (W)     SCALED    
 DD1992* NAVD 88     -         5.633  (meters)      18.48   (feet)  ADJUSTED  
 DD1992  ___________________________________________________________________
 DD1992  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DD1992  DYNAMIC HT  -           5.627 (meters)      18.46  (feet)  COMP
 DD1992  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DD1992
 DD1992  VERT ORDER  -  FIRST     CLASS II
 DD1992
 DD1992.The horizontal coordinates were scaled from a topographic map and have
 DD1992.an estimated accuracy of +/- 6 seconds.
 DD1992
 DD1992.The orthometric height was determined by differential leveling
 DD1992.and adjusted by the National Geodetic Survey in June 1991..
 DD1992
 DD1992.The geoid height was determined by GEOID03.
 DD1992
 DD1992.The dynamic height is computed by dividing the NAVD 88
 DD1992.geopotential number by the normal gravity value computed on the
 DD1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1992.degrees latitude (g = 980.6199 gals.).
 DD1992
 DD1992.The modeled gravity was interpolated from observed gravity values.
 DD1992
 DD1992;                    North         East    Units  Estimated Accuracy
 DD1992;SPC SC       -   175,290.      763,960.      MT  (+/- 180 meters Scaled)
 DD1992
 DD1992                          SUPERSEDED SURVEY CONTROL
 DD1992
 DD1992  NGVD 29 (03/21/89)    5.937  (m)           19.48   (f) ADJUSTED    1 2
 DD1992
 DD1992.Superseded values are not recommended for survey control.
 DD1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1992.See file dsdata.txt to determine how the superseded data were derived.
 DD1992
 DD1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS543971(NAD 83)
 DD1992_MARKER: DD = SURVEY DISK
 DD1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1992_SP_SET: CONCRETE POST
 DD1992_STAMPING: VERT 22 226 1987
 DD1992_MARK LOGO: SCGS  
 DD1992_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1992+STABILITY: SURFACE MOTION
 DD1992
 DD1992  HISTORY     - Date     Condition        Report By
 DD1992  HISTORY     - 1987     MONUMENTED       SCGS
 DD1992  HISTORY     - 1989     GOOD             USPSQD
 DD1992  HISTORY     - 19940614 GOOD             USPSQD
 DD1992
 DD1992                          STATION DESCRIPTION
 DD1992
 DD1992'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1992'5.8 KM (3.6 MI) NW FROM GEORGETOWN.
 DD1992'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1992'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1992'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1992'(CHURCH STREET), CONTINUE 3.05 KM (1.9 MI) WEST-NORTHWEST ALONG
 DD1992'HIGHWAYS 521 AND 17 ALTERNATE (HIGHMARKET STREET), THENCE 2.9 KM (1.8
 DD1992'MI) NORTH-NORTHEAST AND NORTHWEST ALONG STATE ROAD 71 (MCDONALD
 DD1992'ROAD), THENCE 1.3 KM (0.8 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 318,
 DD1992'SET NEAR A BLAZED PINE TREE IN A TREE FARM IN THE SOUTHWEST ANGLE OF
 DD1992'A SAND ROAD LEADING WEST-NORTHWEST, 15.7 METERS (51.5 FT) WEST OF THE
 DD1992'CENTER OF THE ROAD, 14.65 METERS (48.1 FT) SOUTH-SOUTHWEST OF THE
 DD1992'CENTER OF THE SAND ROAD, 9.95 METERS (32.6 FT) SOUTHWEST OF A POWER
 DD1992'POLE, 30.48 METERS (100.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 DD1992'BRICK FOUNDATION OF A WOODEN HOUSE, 5.16 METERS (16.9 FT) NORTHEAST
 DD1992'OF THE TREE.
 DD1992'THE MARK IS 0.5 METERS  ESE FROM  A WITNESS POST
 DD1992'THE MARK IS 0.3 M BELOW THE ROAD.
 DD1992
 DD1992                          STATION RECOVERY (1989)
 DD1992
 DD1992'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1992'RECOVERED IN GOOD CONDITION.
 DD1992
 DD1992                          STATION RECOVERY (1994)
 DD1992
 DD1992'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1978 ***********************************************************************
 DD1978  DESIGNATION -  22 227
 DD1978  PID         -  DD1978
 DD1978  STATE/COUNTY-  SC/GEORGETOWN
 DD1978  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD1978
 DD1978                         *CURRENT SURVEY CONTROL
 DD1978  ___________________________________________________________________
 DD1978* NAD 83(1986)-  33 23 44.     (N)    079 20 31.     (W)     SCALED    
 DD1978* NAVD 88     -         5.168  (meters)      16.96   (feet)  ADJUSTED  
 DD1978  ___________________________________________________________________
 DD1978  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DD1978  DYNAMIC HT  -           5.163 (meters)      16.94  (feet)  COMP
 DD1978  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DD1978
 DD1978  VERT ORDER  -  FIRST     CLASS II
 DD1978
 DD1978.The horizontal coordinates were scaled from a topographic map and have
 DD1978.an estimated accuracy of +/- 6 seconds.
 DD1978
 DD1978.The orthometric height was determined by differential leveling
 DD1978.and adjusted by the National Geodetic Survey in June 1991..
 DD1978
 DD1978.The geoid height was determined by GEOID03.
 DD1978
 DD1978.The dynamic height is computed by dividing the NAVD 88
 DD1978.geopotential number by the normal gravity value computed on the
 DD1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1978.degrees latitude (g = 980.6199 gals.).
 DD1978
 DD1978.The modeled gravity was interpolated from observed gravity values.
 DD1978
 DD1978;                    North         East    Units  Estimated Accuracy
 DD1978;SPC SC       -   174,480.      763,820.      MT  (+/- 180 meters Scaled)
 DD1978
 DD1978                          SUPERSEDED SURVEY CONTROL
 DD1978
 DD1978  NGVD 29 (03/21/89)    5.472  (m)           17.95   (f) ADJUSTED    1 2
 DD1978
 DD1978.Superseded values are not recommended for survey control.
 DD1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1978.See file dsdata.txt to determine how the superseded data were derived.
 DD1978
 DD1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS542963(NAD 83)
 DD1978_MARKER: DD = SURVEY DISK
 DD1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1978_SP_SET: CONCRETE POST
 DD1978_STAMPING: VERT 22 227 1987
 DD1978_MARK LOGO: SCGS  
 DD1978_PROJECTION: FLUSH
 DD1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1978+STABILITY: SURFACE MOTION
 DD1978
 DD1978  HISTORY     - Date     Condition        Report By
 DD1978  HISTORY     - 1987     MONUMENTED       SCGS
 DD1978  HISTORY     - 1989     GOOD             USPSQD
 DD1978
 DD1978                          STATION DESCRIPTION
 DD1978
 DD1978'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1978'5.6 KM (3.5 MI) NW FROM GEORGETOWN.
 DD1978'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1978'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1978'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1978'(CHURCH STREET), CONTINUE 3.05 KM (1.9 MI) WEST-NORTHWEST ALONG
 DD1978'HIGHWAYS 521 AND 17 ALTERNATE (HIGHMARKET STREET), THENCE 2.9 KM (1.8
 DD1978'MI) NORTH-NORTHEAST AND NORTHWEST ALONG STATE ROAD 71 (MCDONALD
 DD1978'ROAD), THENCE 2.1 KM (1.3 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 318,
 DD1978'SET NEAR A POWER POLE IN THE FRONT YARD OF A BRICK HOUSE, 0.5 KM (0.3
 DD1978'MI) NORTH-NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 521 AND 17
 DD1978'ALTERNATE, 22.75 METERS (74.6 FT) NORTHWEST OF A LONE MAGNOLIA TREE,
 DD1978'14.4 METERS (47.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DD1978'HOUSE, 13.59 METERS (44.6 FT) SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST
 DD1978'EDGE OF A CONCRETE DRIVEWAY TO THE HOUSE, 12.75 METERS (41.8 FT)
 DD1978'EAST-SOUTHEAST OF THE CENTER OF THE ROAD, 6.12 METERS (20.1 FT) EAST
 DD1978'OF THE POWER POLE.
 DD1978'THE MARK IS 6.23 METERS  E FROM  A WITNESS POST
 DD1978'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1978
 DD1978                          STATION RECOVERY (1989)
 DD1978
 DD1978'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2045 ***********************************************************************
 DD2045  DESIGNATION -  22 228
 DD2045  PID         -  DD2045
 DD2045  STATE/COUNTY-  SC/GEORGETOWN
 DD2045  USGS QUAD   -  CEDAR CREEK (1973)
 DD2045
 DD2045                         *CURRENT SURVEY CONTROL
 DD2045  ___________________________________________________________________
 DD2045* NAD 83(1986)-  33 20 42.     (N)    079 33 22.     (W)     SCALED    
 DD2045* NAVD 88     -         9.275  (meters)      30.43   (feet)  ADJUSTED  
 DD2045  ___________________________________________________________________
 DD2045  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DD2045  DYNAMIC HT  -           9.265 (meters)      30.40  (feet)  COMP
 DD2045  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DD2045
 DD2045  VERT ORDER  -  FIRST     CLASS II
 DD2045
 DD2045.The horizontal coordinates were scaled from a topographic map and have
 DD2045.an estimated accuracy of +/- 6 seconds.
 DD2045
 DD2045.The orthometric height was determined by differential leveling
 DD2045.and adjusted by the National Geodetic Survey in June 1991..
 DD2045
 DD2045.The geoid height was determined by GEOID03.
 DD2045
 DD2045.The dynamic height is computed by dividing the NAVD 88
 DD2045.geopotential number by the normal gravity value computed on the
 DD2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2045.degrees latitude (g = 980.6199 gals.).
 DD2045
 DD2045.The modeled gravity was interpolated from observed gravity values.
 DD2045
 DD2045;                    North         East    Units  Estimated Accuracy
 DD2045;SPC SC       -   168,580.      743,980.      MT  (+/- 180 meters Scaled)
 DD2045
 DD2045                          SUPERSEDED SURVEY CONTROL
 DD2045
 DD2045  NGVD 29 (03/21/89)    9.577  (m)           31.42   (f) ADJUSTED    1 2
 DD2045
 DD2045.Superseded values are not recommended for survey control.
 DD2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2045.See file dsdata.txt to determine how the superseded data were derived.
 DD2045
 DD2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS343904(NAD 83)
 DD2045_MARKER: DD = SURVEY DISK
 DD2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2045_SP_SET: CONCRETE POST
 DD2045_STAMPING: VERT 22 228 1987
 DD2045_MARK LOGO: SCGS  
 DD2045_PROJECTION: PROJECTING 5 CENTIMETERS
 DD2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2045+STABILITY: SURFACE MOTION
 DD2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2045+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2045
 DD2045  HISTORY     - Date     Condition        Report By
 DD2045  HISTORY     - 1987     MONUMENTED       SCGS
 DD2045  HISTORY     - 19940612 GOOD             USPSQD
 DD2045  HISTORY     - 20040605 GOOD             USPSQD
 DD2045
 DD2045                          STATION DESCRIPTION
 DD2045
 DD2045'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2045'11.7 KM (7.3 MI) SOUTH FROM ANDREWS.
 DD2045'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2045'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2045'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2045'11.2 KM (6.95 MI) SOUTHWESTERLY AND WESTERLY ALONG HIGHWAY 17
 DD2045'ALTERNATE, THENCE 0.65 KM (0.4 MI) NORTHWEST ALONG STATE ROAD 296,
 DD2045'SET NEAR THE NORTHWEST METAL PIPE GATE POST AND THE NORTHWEST
 DD2045'CROSSTIE POST AT A SAND ROAD LEADING NORTHEAST INTO THE PROPERTY
 DD2045'LEASED AT THIS TIME BY THE BOND SWAMP HUNTING CLUB, 22.6 METERS (74.1
 DD2045'FT) EAST-NORTHEAST OF THE CENTER OF ROAD 296, 2.6 METERS (8.5 FT)
 DD2045'NORTH-NORTHWEST OF THE CENTER OF THE SAND ROAD, 0.48 METER (1.6 FT)
 DD2045'NORTH-NORTHWEST OF THE GATE POST, 0.76 METER (2.5 FT) EAST OF THE
 DD2045'NORTH CORNER OF THE CROSSTIE POST, 16.6 METERS (54.5 FT) NORTHEAST OF
 DD2045'THE SOUTHEAST END OF A CONCRETE PIPE CULVERT UNDER THE SAND ROAD.
 DD2045'THE MARK IS 0.94 METERS  E FROM  A WITNESS POST
 DD2045'THE MARK IS ABOVE LEVEL WITH ROAD 296.
 DD2045
 DD2045                          STATION RECOVERY (1994)
 DD2045
 DD2045'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2045'RECOVERED IN GOOD CONDITION.
 DD2045
 DD2045                          STATION RECOVERY (2004)
 DD2045
 DD2045'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1980 ***********************************************************************
 DD1980  DESIGNATION -  22 229
 DD1980  PID         -  DD1980
 DD1980  STATE/COUNTY-  SC/GEORGETOWN
 DD1980  USGS QUAD   -  OLIN (1973)
 DD1980
 DD1980                         *CURRENT SURVEY CONTROL
 DD1980  ___________________________________________________________________
 DD1980* NAD 83(1986)-  33 23 29.     (N)    079 23 32.     (W)     SCALED    
 DD1980* NAVD 88     -         4.506  (meters)      14.78   (feet)  ADJUSTED  
 DD1980  ___________________________________________________________________
 DD1980  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DD1980  DYNAMIC HT  -           4.501 (meters)      14.77  (feet)  COMP
 DD1980  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DD1980
 DD1980  VERT ORDER  -  FIRST     CLASS II
 DD1980
 DD1980.The horizontal coordinates were scaled from a topographic map and have
 DD1980.an estimated accuracy of +/- 6 seconds.
 DD1980
 DD1980.The orthometric height was determined by differential leveling
 DD1980.and adjusted by the National Geodetic Survey in June 1991..
 DD1980
 DD1980.The geoid height was determined by GEOID03.
 DD1980
 DD1980.The dynamic height is computed by dividing the NAVD 88
 DD1980.geopotential number by the normal gravity value computed on the
 DD1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1980.degrees latitude (g = 980.6199 gals.).
 DD1980
 DD1980.The modeled gravity was interpolated from observed gravity values.
 DD1980
 DD1980;                    North         East    Units  Estimated Accuracy
 DD1980;SPC SC       -   173,950.      759,150.      MT  (+/- 180 meters Scaled)
 DD1980
 DD1980                          SUPERSEDED SURVEY CONTROL
 DD1980
 DD1980  NGVD 29 (03/21/89)    4.809  (m)           15.78   (f) ADJUSTED    1 2
 DD1980
 DD1980.Superseded values are not recommended for survey control.
 DD1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1980.See file dsdata.txt to determine how the superseded data were derived.
 DD1980
 DD1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS495958(NAD 83)
 DD1980_MARKER: DD = SURVEY DISK
 DD1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1980_SP_SET: CONCRETE POST
 DD1980_STAMPING: VERT 22 229 1987
 DD1980_MARK LOGO: SCGS  
 DD1980_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1980+STABILITY: SURFACE MOTION
 DD1980
 DD1980  HISTORY     - Date     Condition        Report By
 DD1980  HISTORY     - 1987     MONUMENTED       SCGS
 DD1980  HISTORY     - 1989     GOOD             USPSQD
 DD1980  HISTORY     - 19940614 GOOD             USPSQD
 DD1980
 DD1980                          STATION DESCRIPTION
 DD1980
 DD1980'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1980'9.8 KM (6.1 MI) WEST FROM GEORGETOWN.
 DD1980'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1980'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1980'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1980'(CHURCH STREET), CONTINUE 10.05 KM (6.25 MI) WESTERLY ALONG HIGHWAYS
 DD1980'521 AND 17 ALTERNATE (HIGHMARKET STREET), SET NEAR A POWER POLE IN
 DD1980'THE NORTHEAST ANGLE OF STATE ROAD 905, 14.2 METERS (46.6 FT) NORTH OF
 DD1980'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 11.7 METERS (38.4
 DD1980'FT) EAST OF THE CENTER OF THE ROAD, 33.0 METERS (108.3 FT)
 DD1980'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO-STORY HOUSE, 0.97
 DD1980'METER (3.2 FT) SOUTH OF THE POWER POLE P67.
 DD1980'THE MARK IS 0.82 METERS  S FROM  A WITNESS POST
 DD1980'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1980
 DD1980                          STATION RECOVERY (1989)
 DD1980
 DD1980'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1980'RECOVERED IN GOOD CONDITION.
 DD1980
 DD1980                          STATION RECOVERY (1994)
 DD1980
 DD1980'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1979 ***********************************************************************
 DD1979  DESIGNATION -  22 230
 DD1979  PID         -  DD1979
 DD1979  STATE/COUNTY-  SC/GEORGETOWN
 DD1979  USGS QUAD   -  OLIN (1973)
 DD1979
 DD1979                         *CURRENT SURVEY CONTROL
 DD1979  ___________________________________________________________________
 DD1979* NAD 83(1986)-  33 23 09.     (N)    079 24 41.     (W)     SCALED    
 DD1979* NAVD 88     -         3.107  (meters)      10.19   (feet)  ADJUSTED  
 DD1979  ___________________________________________________________________
 DD1979  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DD1979  DYNAMIC HT  -           3.104 (meters)      10.18  (feet)  COMP
 DD1979  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DD1979
 DD1979  VERT ORDER  -  FIRST     CLASS II
 DD1979
 DD1979.The horizontal coordinates were scaled from a topographic map and have
 DD1979.an estimated accuracy of +/- 6 seconds.
 DD1979
 DD1979.The orthometric height was determined by differential leveling
 DD1979.and adjusted by the National Geodetic Survey in June 1991..
 DD1979
 DD1979.The geoid height was determined by GEOID03.
 DD1979
 DD1979.The dynamic height is computed by dividing the NAVD 88
 DD1979.geopotential number by the normal gravity value computed on the
 DD1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1979.degrees latitude (g = 980.6199 gals.).
 DD1979
 DD1979.The modeled gravity was interpolated from observed gravity values.
 DD1979
 DD1979;                    North         East    Units  Estimated Accuracy
 DD1979;SPC SC       -   173,300.      757,380.      MT  (+/- 180 meters Scaled)
 DD1979
 DD1979                          SUPERSEDED SURVEY CONTROL
 DD1979
 DD1979  NGVD 29 (03/21/89)    3.411  (m)           11.19   (f) ADJUSTED    1 2
 DD1979
 DD1979.Superseded values are not recommended for survey control.
 DD1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1979.See file dsdata.txt to determine how the superseded data were derived.
 DD1979
 DD1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS477951(NAD 83)
 DD1979_MARKER: DD = SURVEY DISK
 DD1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1979_SP_SET: CONCRETE POST
 DD1979_STAMPING: VERT 22 230 1987
 DD1979_MARK LOGO: SCGS  
 DD1979_PROJECTION: FLUSH
 DD1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1979+STABILITY: SURFACE MOTION
 DD1979
 DD1979  HISTORY     - Date     Condition        Report By
 DD1979  HISTORY     - 1987     MONUMENTED       SCGS
 DD1979  HISTORY     - 1989     GOOD             USPSQD
 DD1979  HISTORY     - 19940614 GOOD             USPSQD
 DD1979  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 DD1979
 DD1979                          STATION DESCRIPTION
 DD1979
 DD1979'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1979'11.5 KM (7.15 MI) WEST FROM GEORGETOWN.
 DD1979'0.15 KM (0.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 521 (HIGHMARKET
 DD1979'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD1979'STREET) IN GEORGETOWN TO THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD1979'(CHURCH STREET), CONTINUE 11.9 KM (7.4 MI) WESTERLY ALONG HIGHWAYS
 DD1979'521 AND 17 ALTERNATE (HIGHMARKET STREET), SET NEAR POWER POLE AT THE
 DD1979'SOUTHEAST CORNER OF A GARAGE ON THE NORTHEAST SIDE OF A BRICK HOUSE,
 DD1979'18.95 METERS (62.2 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 DD1979'SOUTHBOUND LANES OF THE HIGHWAY, 9.62 METERS (31.6 FT)
 DD1979'NORTH-NORTHEAST OF THE NORTH END OF A PIPE CULVERT BENEATH THE
 DD1979'HIGHWAY, 32.95 METERS (108.1 FT) EAST-NORTHEAST OF THE SOUTHEAST
 DD1979'CORNER OF THE HOUSE (GARAGE CORNER), 1.49 METERS (4.9 FT)
 DD1979'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE, 2.15 METERS
 DD1979'(7.1 FT) WEST OF THE POWER POLE.
 DD1979'THE MARK IS 2.2 METERS  W FROM  A WITNESS POST
 DD1979'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD1979
 DD1979                          STATION RECOVERY (1989)
 DD1979
 DD1979'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1979'RECOVERED IN GOOD CONDITION.
 DD1979
 DD1979                          STATION RECOVERY (1994)
 DD1979
 DD1979'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1979'RECOVERED IN GOOD CONDITION.
 DD1979
 DD1979                          STATION RECOVERY (2004)
 DD1979
 DD1979'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD1979'SEARCHED NEAR PP WITH MICRONTA 4001.  NO WP HERE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2201 ***********************************************************************
 DD2201  DESIGNATION -  22 231
 DD2201  PID         -  DD2201
 DD2201  STATE/COUNTY-  SC/GEORGETOWN
 DD2201  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2201
 DD2201                         *CURRENT SURVEY CONTROL
 DD2201  ___________________________________________________________________
 DD2201* NAD 83(1986)-  33 28 00.     (N)    079 19 18.     (W)     SCALED    
 DD2201* NAVD 88     -         5.852  (meters)      19.20   (feet)  ADJUSTED  
 DD2201  ___________________________________________________________________
 DD2201  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DD2201  DYNAMIC HT  -           5.846 (meters)      19.18  (feet)  COMP
 DD2201  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 DD2201
 DD2201  VERT ORDER  -  FIRST     CLASS II
 DD2201
 DD2201.The horizontal coordinates were scaled from a topographic map and have
 DD2201.an estimated accuracy of +/- 6 seconds.
 DD2201
 DD2201.The orthometric height was determined by differential leveling
 DD2201.and adjusted by the National Geodetic Survey in June 1991..
 DD2201
 DD2201.The geoid height was determined by GEOID03.
 DD2201
 DD2201.The dynamic height is computed by dividing the NAVD 88
 DD2201.geopotential number by the normal gravity value computed on the
 DD2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2201.degrees latitude (g = 980.6199 gals.).
 DD2201
 DD2201.The modeled gravity was interpolated from observed gravity values.
 DD2201
 DD2201;                    North         East    Units  Estimated Accuracy
 DD2201;SPC SC       -   182,400.      765,580.      MT  (+/- 180 meters Scaled)
 DD2201
 DD2201                          SUPERSEDED SURVEY CONTROL
 DD2201
 DD2201  NGVD 29 (03/21/89)    6.158  (m)           20.20   (f) ADJUSTED    1 2
 DD2201
 DD2201.Superseded values are not recommended for survey control.
 DD2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2201.See file dsdata.txt to determine how the superseded data were derived.
 DD2201
 DD2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT559042(NAD 83)
 DD2201_MARKER: DD = SURVEY DISK
 DD2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2201_SP_SET: CONCRETE POST
 DD2201_STAMPING: VERT 22 231 1987
 DD2201_MARK LOGO: SCGS  
 DD2201_PROJECTION: FLUSH
 DD2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2201+STABILITY: SURFACE MOTION
 DD2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2201+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DD2201
 DD2201  HISTORY     - Date     Condition        Report By
 DD2201  HISTORY     - 1987     MONUMENTED       SCGS
 DD2201  HISTORY     - 1989     GOOD             USPSQD
 DD2201  HISTORY     - 19940614 POOR             USPSQD
 DD2201  HISTORY     - 20030715 GOOD             NGS
 DD2201
 DD2201                          STATION DESCRIPTION
 DD2201
 DD2201'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2201'10.6 KM (6.6 MI) NNW FROM GEORGETOWN.
 DD2201'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2201'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2201'(CHURCH STREET) IN GEORGETOWN, THENCE 6.75 KM (4.2 MI) NORTHWEST
 DD2201'ALONG STATE HIGHWAY 51, SET NEAR A POWER POLE NUMBER 30 IN THE NORTH
 DD2201'ANGLE OF A SAND ROAD LEADING EAST-NORTHEAST TO RAMSEY GROVE, 1.34
 DD2201'METERS (4.4 FT) NORTH-NORTHEAST OF THE POWER POLE, 1.26 METERS (4.1
 DD2201'FT) NORTHEAST OF A TELEPHONE JUNCTION BOX, 11.7 METERS (38.4 FT)
 DD2201'NORTHEAST OF THE CENTER OF THE HIGHWAY, 6.7 METERS (22.0 FT)
 DD2201'NORTHWEST OF THE CENTER OF THE ROAD.
 DD2201'THE MARK IS 1.52 METERS  NNE FROM  A WITNESS POST
 DD2201'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2201
 DD2201                          STATION RECOVERY (1989)
 DD2201
 DD2201'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2201'RECOVERED IN GOOD CONDITION.
 DD2201
 DD2201                          STATION RECOVERY (1994)
 DD2201
 DD2201'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2201'MARK RECOVERED IN POOR CONDITION.
 DD2201
 DD2201                          STATION RECOVERY (2003)
 DD2201
 DD2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2201'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2201'HIGHWAYS 17 AND 17
 DD2201'ALTERNATE IN GEORGETOWN, THENCE 6.75 KM NORTHWESTERLY ALONG STATE
 DD2201'HIGHWAY 51,
 DD2201'11.5 M NORTHEAST OF THE HIGHWAY CENTERLINE, 7.1 M NORTHWEST OF THE
 DD2201'CENTER OF COL COLE
 DD2201'DRIVE, 2.3 M NORTH OF A STOP SIGN, 1.5 M NORTH-NORTHEAST OF A UTILITY
 DD2201'POLE AND A WITNESS
 DD2201'POST, 1.1 M NORTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.3 M
 DD2201'BELOW THE LEVEL OF
 DD2201'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD2201'NOTE--THE
 DD2201'MONUMENT HAS BEEN HIT AND IS LEANING, BUT IS STILL SOLID IN PLACE.
 DD2201'THE MONUMENT IS ON THE
 DD2201'HIGHWAY RIGHT-OF-WAY.
 DD2201' 
 DD2201' 
 DD2201' 
 DD2201' 
 DD2201' 
 DD2201' 
 DD2201' 
 DD2201' 
 DD2201'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2295 ***********************************************************************
 DD2295  DESIGNATION -  22 232
 DD2295  PID         -  DD2295
 DD2295  STATE/COUNTY-  SC/GEORGETOWN
 DD2295  USGS QUAD   -  OUTLAND (1973)
 DD2295
 DD2295                         *CURRENT SURVEY CONTROL
 DD2295  ___________________________________________________________________
 DD2295* NAD 83(1986)-  33 43 09.     (N)    079 21 39.     (W)     SCALED    
 DD2295* NAVD 88     -        14.985  (meters)      49.16   (feet)  ADJUSTED  
 DD2295  ___________________________________________________________________
 DD2295  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DD2295  DYNAMIC HT  -          14.970 (meters)      49.11  (feet)  COMP
 DD2295  MODELED GRAV-     979,624.9   (mgal)                       NAVD 88
 DD2295
 DD2295  VERT ORDER  -  FIRST     CLASS II
 DD2295
 DD2295.The horizontal coordinates were scaled from a topographic map and have
 DD2295.an estimated accuracy of +/- 6 seconds.
 DD2295
 DD2295.The orthometric height was determined by differential leveling
 DD2295.and adjusted by the National Geodetic Survey in June 1991..
 DD2295
 DD2295.The geoid height was determined by GEOID03.
 DD2295
 DD2295.The dynamic height is computed by dividing the NAVD 88
 DD2295.geopotential number by the normal gravity value computed on the
 DD2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2295.degrees latitude (g = 980.6199 gals.).
 DD2295
 DD2295.The modeled gravity was interpolated from observed gravity values.
 DD2295
 DD2295;                    North         East    Units  Estimated Accuracy
 DD2295;SPC SC       -   210,340.      761,490.      MT  (+/- 180 meters Scaled)
 DD2295
 DD2295                          SUPERSEDED SURVEY CONTROL
 DD2295
 DD2295  NGVD 29 (03/21/89)   15.290  (m)           50.16   (f) ADJUSTED    1 2
 DD2295
 DD2295.Superseded values are not recommended for survey control.
 DD2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2295.See file dsdata.txt to determine how the superseded data were derived.
 DD2295
 DD2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT518322(NAD 83)
 DD2295_MARKER: DD = SURVEY DISK
 DD2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2295_SP_SET: CONCRETE POST
 DD2295_STAMPING: VERT 22 232 1987
 DD2295_MARK LOGO: SCGS  
 DD2295_PROJECTION: FLUSH
 DD2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2295+STABILITY: SURFACE MOTION
 DD2295
 DD2295  HISTORY     - Date     Condition        Report By
 DD2295  HISTORY     - 1987     MONUMENTED       SCGS
 DD2295
 DD2295                          STATION DESCRIPTION
 DD2295
 DD2295'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2295'8.9 KM (5.5 MI) ESE FROM HEMINGWAY.
 DD2295'9.4 KM (5.85 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2295'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2295'HEMINGWAY, SET NEAR A PUMP SHED IN FRONT OF A CONCRETE BLOCK HOUSE,
 DD2295'15.55 METERS (51.0 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 16.52
 DD2295'METERS (54.2 FT) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, 21.81
 DD2295'METERS (71.6 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF THE HOUSE,
 DD2295'4.76 METERS (15.6 FT) EAST OF THE EAST CORNER OF THE SHED.
 DD2295'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2296 ***********************************************************************
 DD2296  DESIGNATION -  22 233
 DD2296  PID         -  DD2296
 DD2296  STATE/COUNTY-  SC/GEORGETOWN
 DD2296  USGS QUAD   -  OUTLAND (1973)
 DD2296
 DD2296                         *CURRENT SURVEY CONTROL
 DD2296  ___________________________________________________________________
 DD2296* NAD 83(1986)-  33 42 15.     (N)    079 21 13.     (W)     SCALED    
 DD2296* NAVD 88     -        14.401  (meters)      47.25   (feet)  ADJUSTED  
 DD2296  ___________________________________________________________________
 DD2296  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DD2296  DYNAMIC HT  -          14.386 (meters)      47.20  (feet)  COMP
 DD2296  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 DD2296
 DD2296  VERT ORDER  -  FIRST     CLASS II
 DD2296
 DD2296.The horizontal coordinates were scaled from a topographic map and have
 DD2296.an estimated accuracy of +/- 6 seconds.
 DD2296
 DD2296.The orthometric height was determined by differential leveling
 DD2296.and adjusted by the National Geodetic Survey in June 1991..
 DD2296
 DD2296.The geoid height was determined by GEOID03.
 DD2296
 DD2296.The dynamic height is computed by dividing the NAVD 88
 DD2296.geopotential number by the normal gravity value computed on the
 DD2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2296.degrees latitude (g = 980.6199 gals.).
 DD2296
 DD2296.The modeled gravity was interpolated from observed gravity values.
 DD2296
 DD2296;                    North         East    Units  Estimated Accuracy
 DD2296;SPC SC       -   208,680.      762,190.      MT  (+/- 180 meters Scaled)
 DD2296
 DD2296                          SUPERSEDED SURVEY CONTROL
 DD2296
 DD2296  NGVD 29 (03/21/89)   14.706  (m)           48.25   (f) ADJUSTED    1 2
 DD2296
 DD2296.Superseded values are not recommended for survey control.
 DD2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2296.See file dsdata.txt to determine how the superseded data were derived.
 DD2296
 DD2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT525305(NAD 83)
 DD2296_MARKER: DD = SURVEY DISK
 DD2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2296_SP_SET: CONCRETE POST
 DD2296_STAMPING: VERT 22 233 1987
 DD2296_MARK LOGO: SCGS  
 DD2296_PROJECTION: FLUSH
 DD2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2296+STABILITY: SURFACE MOTION
 DD2296
 DD2296  HISTORY     - Date     Condition        Report By
 DD2296  HISTORY     - 1987     MONUMENTED       SCGS
 DD2296
 DD2296                          STATION DESCRIPTION
 DD2296
 DD2296'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2296'10.2 KM (6.35 MI) ESE FROM HEMINGWAY.
 DD2296'11.25 KM (7.0 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2296'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2296'HEMINGWAY, SET NEAR A POWER POLE IN THE EAST ANGLE OF A DIRT ROAD
 DD2296'(LEADING NORTH-NORTHEAST) AND A GRASS DRIVEWAY IN FRONT OF A
 DD2296'SHINGLE-SIDED HOUSE (ACROSS THE ROAD FROM A CHURCH), 17.06 METERS
 DD2296'(56.0 FT) EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 16.47 METERS
 DD2296'(54.0 FT) WEST OF THE WEST CORNER OF THE HOUSE, 6.4 METERS (21.0 FT)
 DD2296'NORTH-NORTHEAST OF THE CENTER OF THE DRIVEWAY, 4.1 METERS (13.5 FT)
 DD2296'EAST-SOUTHEAST OF THE CENTER OF THE ROAD, 15.85 METERS (52.0 FT)
 DD2296'NORTH OF A DOUBLE-TRUNKED MAGNOLIA TREE, 2.04 METERS (6.7 FT)
 DD2296'NORTH-NORTHEAST OF THE POWER POLE.
 DD2296'THE MARK IS 2.12 METERS  NNE FROM  A WITNESS POST
 DD2296'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2297 ***********************************************************************
 DD2297  DESIGNATION -  22 234
 DD2297  PID         -  DD2297
 DD2297  STATE/COUNTY-  SC/GEORGETOWN
 DD2297  USGS QUAD   -  OUTLAND (1973)
 DD2297
 DD2297                         *CURRENT SURVEY CONTROL
 DD2297  ___________________________________________________________________
 DD2297* NAD 83(1986)-  33 41 45.     (N)    079 20 34.     (W)     SCALED    
 DD2297* NAVD 88     -        10.167  (meters)      33.36   (feet)  ADJUSTED  
 DD2297  ___________________________________________________________________
 DD2297  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DD2297  DYNAMIC HT  -          10.157 (meters)      33.32  (feet)  COMP
 DD2297  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 DD2297
 DD2297  VERT ORDER  -  FIRST     CLASS II
 DD2297
 DD2297.The horizontal coordinates were scaled from a topographic map and have
 DD2297.an estimated accuracy of +/- 6 seconds.
 DD2297
 DD2297.The orthometric height was determined by differential leveling
 DD2297.and adjusted by the National Geodetic Survey in June 1991..
 DD2297
 DD2297.The geoid height was determined by GEOID03.
 DD2297
 DD2297.The dynamic height is computed by dividing the NAVD 88
 DD2297.geopotential number by the normal gravity value computed on the
 DD2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2297.degrees latitude (g = 980.6199 gals.).
 DD2297
 DD2297.The modeled gravity was interpolated from observed gravity values.
 DD2297
 DD2297;                    North         East    Units  Estimated Accuracy
 DD2297;SPC SC       -   207,780.      763,210.      MT  (+/- 180 meters Scaled)
 DD2297
 DD2297                          SUPERSEDED SURVEY CONTROL
 DD2297
 DD2297  NGVD 29 (03/21/89)   10.472  (m)           34.36   (f) ADJUSTED    1 2
 DD2297
 DD2297.Superseded values are not recommended for survey control.
 DD2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2297.See file dsdata.txt to determine how the superseded data were derived.
 DD2297
 DD2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT535296(NAD 83)
 DD2297_MARKER: DD = SURVEY DISK
 DD2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2297_SP_SET: CONCRETE POST
 DD2297_STAMPING: VERT 22 234 1987
 DD2297_MARK LOGO: SCGS  
 DD2297_PROJECTION: FLUSH
 DD2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2297+STABILITY: SURFACE MOTION
 DD2297
 DD2297  HISTORY     - Date     Condition        Report By
 DD2297  HISTORY     - 1987     MONUMENTED       SCGS
 DD2297
 DD2297                          STATION DESCRIPTION
 DD2297
 DD2297'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2297'11.6 KM (7.2 MI) SE FROM HEMINGWAY.
 DD2297'12.65 KM (7.85 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2297'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2297'HEMINGWAY, THENCE 0.25 KM (0.15 MI) NORTH-NORTHEAST ALONG STATE ROAD
 DD2297'74, SET NEAR THE NORTHWEST CORNER OF THE WALKER CHAPLE, IN LINE WITH
 DD2297'THE BACK FACE OF THE CHAPLE AND IN LINE WITH THE WEST SIDE OF A PUMP
 DD2297'SHED, 38.15 METERS (125.2 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 DD2297'ROAD, 12.3 METERS (40.4 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 DD2297'OF THE MACKROY VERNER CONCRETE VAULT (CONCRETE CASKET), 19.45 METERS
 DD2297'(63.8 FT) SOUTH OF A LONE PINE TREE, 18.17 METERS (59.6 FT)
 DD2297'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SHED, 5.2 METERS (17.1
 DD2297'FT) WEST-SOUTHWEST OF THE CORNER OF THE CHAPLE.
 DD2297'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2298 ***********************************************************************
 DD2298  DESIGNATION -  22 235
 DD2298  PID         -  DD2298
 DD2298  STATE/COUNTY-  SC/GEORGETOWN
 DD2298  USGS QUAD   -  OUTLAND (1973)
 DD2298
 DD2298                         *CURRENT SURVEY CONTROL
 DD2298  ___________________________________________________________________
 DD2298* NAD 83(1986)-  33 41 11.     (N)    079 19 49.     (W)     SCALED    
 DD2298* NAVD 88     -         8.323  (meters)      27.31   (feet)  ADJUSTED  
 DD2298  ___________________________________________________________________
 DD2298  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DD2298  DYNAMIC HT  -           8.314 (meters)      27.28  (feet)  COMP
 DD2298  MODELED GRAV-     979,615.1   (mgal)                       NAVD 88
 DD2298
 DD2298  VERT ORDER  -  FIRST     CLASS II
 DD2298
 DD2298.The horizontal coordinates were scaled from a topographic map and have
 DD2298.an estimated accuracy of +/- 6 seconds.
 DD2298
 DD2298.The orthometric height was determined by differential leveling
 DD2298.and adjusted by the National Geodetic Survey in June 1991..
 DD2298
 DD2298.The geoid height was determined by GEOID03.
 DD2298
 DD2298.The dynamic height is computed by dividing the NAVD 88
 DD2298.geopotential number by the normal gravity value computed on the
 DD2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2298.degrees latitude (g = 980.6199 gals.).
 DD2298
 DD2298.The modeled gravity was interpolated from observed gravity values.
 DD2298
 DD2298;                    North         East    Units  Estimated Accuracy
 DD2298;SPC SC       -   206,750.      764,380.      MT  (+/- 180 meters Scaled)
 DD2298
 DD2298                          SUPERSEDED SURVEY CONTROL
 DD2298
 DD2298  NGVD 29 (03/21/89)    8.627  (m)           28.30   (f) ADJUSTED    1 2
 DD2298
 DD2298.Superseded values are not recommended for survey control.
 DD2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2298.See file dsdata.txt to determine how the superseded data were derived.
 DD2298
 DD2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT547286(NAD 83)
 DD2298_MARKER: DD = SURVEY DISK
 DD2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2298_SP_SET: CONCRETE POST
 DD2298_STAMPING: VERT 22 235 1987
 DD2298_MARK LOGO: SCGS  
 DD2298_PROJECTION: FLUSH
 DD2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2298+STABILITY: SURFACE MOTION
 DD2298
 DD2298  HISTORY     - Date     Condition        Report By
 DD2298  HISTORY     - 1987     MONUMENTED       SCGS
 DD2298
 DD2298                          STATION DESCRIPTION
 DD2298
 DD2298'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2298'13.1 KM (8.15 MI) SE FROM HEMINGWAY.
 DD2298'14.1 KM (8.75 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2298'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2298'HEMINGWAY, THENCE 0.3 KM (0.2 MI) EAST-NORTHEAST ALONG STATE ROAD 35,
 DD2298'SET IN LINE WITH THE FRONT FACE OF A BRICK HOUSE AND IN LINE WITH THE
 DD2298'WEST SIDE OF A PUMP SHED, 20.15 METERS (66.1 FT) NORTH OF THE CENTER
 DD2298'OF THE ROAD, 4.34 METERS (14.2 FT) EAST OF THE SOUTHEAST CORNER OF
 DD2298'THE HOUSE, 6.52 METERS (21.4 FT) NORTH OF THE NORTHWEST CORNER OF THE
 DD2298'SHED, 3.78 METERS (12.4 FT) NORTH-NORTHWEST OF AN 8-INCH PINE TREE.
 DD2298'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2302 ***********************************************************************
 DD2302  DESIGNATION -  22 236
 DD2302  PID         -  DD2302
 DD2302  STATE/COUNTY-  SC/GEORGETOWN
 DD2302  USGS QUAD   -  OUTLAND (1973)
 DD2302
 DD2302                         *CURRENT SURVEY CONTROL
 DD2302  ___________________________________________________________________
 DD2302* NAD 83(1986)-  33 40 31.     (N)    079 19 09.     (W)     SCALED    
 DD2302* NAVD 88     -         9.203  (meters)      30.19   (feet)  ADJUSTED  
 DD2302  ___________________________________________________________________
 DD2302  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DD2302  DYNAMIC HT  -           9.194 (meters)      30.16  (feet)  COMP
 DD2302  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 DD2302
 DD2302  VERT ORDER  -  FIRST     CLASS II
 DD2302
 DD2302.The horizontal coordinates were scaled from a topographic map and have
 DD2302.an estimated accuracy of +/- 6 seconds.
 DD2302
 DD2302.The orthometric height was determined by differential leveling
 DD2302.and adjusted by the National Geodetic Survey in June 1991..
 DD2302
 DD2302.The geoid height was determined by GEOID03.
 DD2302
 DD2302.The dynamic height is computed by dividing the NAVD 88
 DD2302.geopotential number by the normal gravity value computed on the
 DD2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2302.degrees latitude (g = 980.6199 gals.).
 DD2302
 DD2302.The modeled gravity was interpolated from observed gravity values.
 DD2302
 DD2302;                    North         East    Units  Estimated Accuracy
 DD2302;SPC SC       -   205,530.      765,430.      MT  (+/- 180 meters Scaled)
 DD2302
 DD2302                          SUPERSEDED SURVEY CONTROL
 DD2302
 DD2302  NGVD 29 (03/21/89)    9.507  (m)           31.19   (f) ADJUSTED    1 2
 DD2302
 DD2302.Superseded values are not recommended for survey control.
 DD2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2302.See file dsdata.txt to determine how the superseded data were derived.
 DD2302
 DD2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT558274(NAD 83)
 DD2302_MARKER: DD = SURVEY DISK
 DD2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2302_SP_SET: CONCRETE POST
 DD2302_STAMPING: VERT 22 236 1987
 DD2302_MARK LOGO: SCGS  
 DD2302_PROJECTION: RECESSED 2 CENTIMETERS
 DD2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2302+STABILITY: SURFACE MOTION
 DD2302
 DD2302  HISTORY     - Date     Condition        Report By
 DD2302  HISTORY     - 1987     MONUMENTED       SCGS
 DD2302
 DD2302                          STATION DESCRIPTION
 DD2302
 DD2302'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2302'14.6 KM (9.1 MI) SE FROM HEMINGWAY.
 DD2302'15.85 KM (9.85 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2302'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2302'HEMINGWAY, SET IN A ROW OF PINE TREES ALONG A CONCRETE DRIVEWAY TO A
 DD2302'BRICK HOUSE WITH A SWIMMING POOL, 29.0 METERS (95.1 FT)
 DD2302'WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY, 4.0 METERS (13.1 FT)
 DD2302'SOUTHEAST OF THE SOUTHEAST EDGE OF THE DRIVEWAY, 40.55 METERS (133.0
 DD2302'FT) EAST-NORTHEAST OF THE EAST CORNER OF THE HOUSE, 47.35 METERS
 DD2302'(155.3 FT) NORTHWEST OF A POWER POLE BY THE HIGHWAY IN FRONT OF A
 DD2302'MOBILE HOME, 46.67 METERS (153.1 FT) NORTH-NORTHEAST OF THE NORTH
 DD2302'CORNER OF THE BRICK FOUNDATION OF A DOUBLE-WIDE MOBILE HOME.
 DD2302'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2303 ***********************************************************************
 DD2303  DESIGNATION -  22 237
 DD2303  PID         -  DD2303
 DD2303  STATE/COUNTY-  SC/GEORGETOWN
 DD2303  USGS QUAD   -  OUTLAND (1973)
 DD2303
 DD2303                         *CURRENT SURVEY CONTROL
 DD2303  ___________________________________________________________________
 DD2303* NAD 83(1986)-  33 39 48.     (N)    079 18 26.     (W)     SCALED    
 DD2303* NAVD 88     -        12.234  (meters)      40.14   (feet)  ADJUSTED  
 DD2303  ___________________________________________________________________
 DD2303  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DD2303  DYNAMIC HT  -          12.221 (meters)      40.10  (feet)  COMP
 DD2303  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 DD2303
 DD2303  VERT ORDER  -  FIRST     CLASS II
 DD2303
 DD2303.The horizontal coordinates were scaled from a topographic map and have
 DD2303.an estimated accuracy of +/- 6 seconds.
 DD2303
 DD2303.The orthometric height was determined by differential leveling
 DD2303.and adjusted by the National Geodetic Survey in June 1991..
 DD2303
 DD2303.The geoid height was determined by GEOID03.
 DD2303
 DD2303.The dynamic height is computed by dividing the NAVD 88
 DD2303.geopotential number by the normal gravity value computed on the
 DD2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2303.degrees latitude (g = 980.6199 gals.).
 DD2303
 DD2303.The modeled gravity was interpolated from observed gravity values.
 DD2303
 DD2303;                    North         East    Units  Estimated Accuracy
 DD2303;SPC SC       -   204,230.      766,560.      MT  (+/- 180 meters Scaled)
 DD2303
 DD2303                          SUPERSEDED SURVEY CONTROL
 DD2303
 DD2303  NGVD 29 (03/21/89)   12.538  (m)           41.14   (f) ADJUSTED    1 2
 DD2303
 DD2303.Superseded values are not recommended for survey control.
 DD2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2303.See file dsdata.txt to determine how the superseded data were derived.
 DD2303
 DD2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT569261(NAD 83)
 DD2303_MARKER: DD = SURVEY DISK
 DD2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2303_SP_SET: CONCRETE POST
 DD2303_STAMPING: VERT 22 237 1987
 DD2303_MARK LOGO: SCGS  
 DD2303_PROJECTION: RECESSED 2 CENTIMETERS
 DD2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2303+STABILITY: SURFACE MOTION
 DD2303
 DD2303  HISTORY     - Date     Condition        Report By
 DD2303  HISTORY     - 1987     MONUMENTED       SCGS
 DD2303
 DD2303                          STATION DESCRIPTION
 DD2303
 DD2303'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2303'16.3 KM (10.15 MI) SE FROM HEMINGWAY.
 DD2303'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2303'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2303'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2303'CONTINUE 1.3 KM (0.8 MI) SOUTHEASTERLY ALONG HIGHWAY 261, SET NEAR
 DD2303'POWER POLE 1963B IN THE FRONT YARD OF A WOODEN HOUSE, 0.25 KM (0.15
 DD2303'MI) NORTHWEST OF THE JUNCTION OF STATE ROAD 126, 14.05 METERS (46.1
 DD2303'FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.63 METERS (11.9 FT)
 DD2303'WEST-SOUTHWEST OF THE POWER POLE, 25.77 METERS (84.5 FT) NORTH OF THE
 DD2303'NORTH CORNER OF THE HOUSE, 35.95 METERS (118.0 FT) NORTH-NORTHWEST OF
 DD2303'A QUADRUPLE-TRUNKED CEDAR TREE, 20.55 METERS (67.4 FT) NORTHEAST OF
 DD2303'THE NORTH CORNER OF A 3.5-FT CHAIN LINK FENCE AROUND THE BACK OF THE
 DD2303'YARD.
 DD2303'THE MARK IS 3.76 METERS  WSW FROM  A WITNESS POST
 DD2303'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2304 ***********************************************************************
 DD2304  DESIGNATION -  22 238
 DD2304  PID         -  DD2304
 DD2304  STATE/COUNTY-  SC/GEORGETOWN
 DD2304  USGS QUAD   -  OUTLAND (1973)
 DD2304
 DD2304                         *CURRENT SURVEY CONTROL
 DD2304  ___________________________________________________________________
 DD2304* NAD 83(1986)-  33 39 19.     (N)    079 18 16.     (W)     SCALED    
 DD2304* NAVD 88     -        10.804  (meters)      35.45   (feet)  ADJUSTED  
 DD2304  ___________________________________________________________________
 DD2304  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DD2304  DYNAMIC HT  -          10.793 (meters)      35.41  (feet)  COMP
 DD2304  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 DD2304
 DD2304  VERT ORDER  -  FIRST     CLASS II
 DD2304
 DD2304.The horizontal coordinates were scaled from a topographic map and have
 DD2304.an estimated accuracy of +/- 6 seconds.
 DD2304
 DD2304.The orthometric height was determined by differential leveling
 DD2304.and adjusted by the National Geodetic Survey in June 1991..
 DD2304
 DD2304.The geoid height was determined by GEOID03.
 DD2304
 DD2304.The dynamic height is computed by dividing the NAVD 88
 DD2304.geopotential number by the normal gravity value computed on the
 DD2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2304.degrees latitude (g = 980.6199 gals.).
 DD2304
 DD2304.The modeled gravity was interpolated from observed gravity values.
 DD2304
 DD2304;                    North         East    Units  Estimated Accuracy
 DD2304;SPC SC       -   203,340.      766,830.      MT  (+/- 180 meters Scaled)
 DD2304
 DD2304                          SUPERSEDED SURVEY CONTROL
 DD2304
 DD2304  NGVD 29 (03/21/89)   11.108  (m)           36.44   (f) ADJUSTED    1 2
 DD2304
 DD2304.Superseded values are not recommended for survey control.
 DD2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2304.See file dsdata.txt to determine how the superseded data were derived.
 DD2304
 DD2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT572252(NAD 83)
 DD2304_MARKER: DD = SURVEY DISK
 DD2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2304_SP_SET: CONCRETE POST
 DD2304_STAMPING: VERT 22 238 1987
 DD2304_MARK LOGO: SCGS  
 DD2304_PROJECTION: RECESSED 2 CENTIMETERS
 DD2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2304+STABILITY: SURFACE MOTION
 DD2304
 DD2304  HISTORY     - Date     Condition        Report By
 DD2304  HISTORY     - 1987     MONUMENTED       SCGS
 DD2304
 DD2304                          STATION DESCRIPTION
 DD2304
 DD2304'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2304'17.1 KM (10.6 MI) SE FROM HEMINGWAY.
 DD2304'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2304'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2304'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2304'CONTINUE 2.15 KM (1.35 MI) SOUTHEASTERLY ALONG HIGHWAY 261, SET IN
 DD2304'LINE WITH THE BACK FACE OF THE BRICK BUILDING ADJACENT TO THE
 DD2304'SOUTHEAST SIDE OF A BRICK CHURCH (NEW GOOD HOPE UNITED METHODIST)
 DD2304'NEAR A POWER POLE WITH A SECURITY LIGHT, 23.63 METERS (77.5 FT) WEST
 DD2304'OF THE CENTER OF THE HIGHWAY, 10.18 METERS (33.4 FT) SOUTHEAST OF THE
 DD2304'SOUTH CORNER OF THE BRICK BUILDING, 1.77 METERS (5.8 FT) SOUTH OF THE
 DD2304'POWER POLE, 11.76 METERS (38.6 FT) NORTH OF THE NORTH CORNER OF A
 DD2304'MARBLE THREE CASKET ABOVE GROUND VAULT (CARTER).
 DD2304'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2305 ***********************************************************************
 DD2305  DESIGNATION -  22 239
 DD2305  PID         -  DD2305
 DD2305  STATE/COUNTY-  SC/GEORGETOWN
 DD2305  USGS QUAD   -  OUTLAND (1973)
 DD2305
 DD2305                         *CURRENT SURVEY CONTROL
 DD2305  ___________________________________________________________________
 DD2305* NAD 83(1986)-  33 38 51.     (N)    079 17 19.     (W)     SCALED    
 DD2305* NAVD 88     -        12.705  (meters)      41.68   (feet)  ADJUSTED  
 DD2305  ___________________________________________________________________
 DD2305  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DD2305  DYNAMIC HT  -          12.692 (meters)      41.64  (feet)  COMP
 DD2305  MODELED GRAV-     979,602.9   (mgal)                       NAVD 88
 DD2305
 DD2305  VERT ORDER  -  FIRST     CLASS II
 DD2305
 DD2305.The horizontal coordinates were scaled from a topographic map and have
 DD2305.an estimated accuracy of +/- 6 seconds.
 DD2305
 DD2305.The orthometric height was determined by differential leveling
 DD2305.and adjusted by the National Geodetic Survey in June 1991..
 DD2305
 DD2305.The geoid height was determined by GEOID03.
 DD2305
 DD2305.The dynamic height is computed by dividing the NAVD 88
 DD2305.geopotential number by the normal gravity value computed on the
 DD2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2305.degrees latitude (g = 980.6199 gals.).
 DD2305
 DD2305.The modeled gravity was interpolated from observed gravity values.
 DD2305
 DD2305;                    North         East    Units  Estimated Accuracy
 DD2305;SPC SC       -   202,500.      768,320.      MT  (+/- 180 meters Scaled)
 DD2305
 DD2305                          SUPERSEDED SURVEY CONTROL
 DD2305
 DD2305  NGVD 29 (03/21/89)   13.008  (m)           42.68   (f) ADJUSTED    1 2
 DD2305
 DD2305.Superseded values are not recommended for survey control.
 DD2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2305.See file dsdata.txt to determine how the superseded data were derived.
 DD2305
 DD2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT587243(NAD 83)
 DD2305_MARKER: DD = SURVEY DISK
 DD2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2305_SP_SET: CONCRETE POST
 DD2305_STAMPING: VERT 22 239 1987
 DD2305_MARK LOGO: SCGS  
 DD2305_PROJECTION: FLUSH
 DD2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2305+STABILITY: SURFACE MOTION
 DD2305
 DD2305  HISTORY     - Date     Condition        Report By
 DD2305  HISTORY     - 1987     MONUMENTED       SCGS
 DD2305
 DD2305                          STATION DESCRIPTION
 DD2305
 DD2305'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2305'18.8 KM (11.7 MI) SE FROM HEMINGWAY.
 DD2305'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2305'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2305'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2305'CONTINUE 4.0 KM (2.5 MI) SOUTHEASTERLY ALONG HIGHWAY 261, THENCE 0.25
 DD2305'KM (0.15 MI) NORTHEAST ALONG STATE ROAD 454, SET IN LINE WITH THE
 DD2305'BACK FACE OF A WOODEN HOUSE WITH A BRICK FOUNDATION AND THE SOUTHWEST
 DD2305'SIDE OF A WOODEN PUMP SHED WITH A BRICK FOUNDATION, 35.0 METERS
 DD2305'(114.8 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 4.12 METERS (13.5 FT)
 DD2305'NORTHEAST OF THE EAST CORNER OF THE GARAGE CONNECTED TO THE HOUSE,
 DD2305'4.52 METERS (14.8 FT) NORTHWEST OF THE WEST CORNER OF THE PUMP SHED,
 DD2305'11.2 METERS (36.7 FT) WEST-NORTHWEST OF A POWER POLE 1974P WITH A
 DD2305'TRANSFORMER, SECURITY LIGHT AND A GUY WIRE.
 DD2305'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2310 ***********************************************************************
 DD2310  DESIGNATION -  22 240
 DD2310  PID         -  DD2310
 DD2310  STATE/COUNTY-  SC/GEORGETOWN
 DD2310  USGS QUAD   -  OUTLAND (1973)
 DD2310
 DD2310                         *CURRENT SURVEY CONTROL
 DD2310  ___________________________________________________________________
 DD2310* NAD 83(1986)-  33 38 30.     (N)    079 16 00.     (W)     SCALED    
 DD2310* NAVD 88     -        13.407  (meters)      43.99   (feet)  ADJUSTED  
 DD2310  ___________________________________________________________________
 DD2310  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DD2310  DYNAMIC HT  -          13.393 (meters)      43.94  (feet)  COMP
 DD2310  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 DD2310
 DD2310  VERT ORDER  -  FIRST     CLASS II
 DD2310
 DD2310.The horizontal coordinates were scaled from a topographic map and have
 DD2310.an estimated accuracy of +/- 6 seconds.
 DD2310
 DD2310.The orthometric height was determined by differential leveling
 DD2310.and adjusted by the National Geodetic Survey in June 1991..
 DD2310
 DD2310.The geoid height was determined by GEOID03.
 DD2310
 DD2310.The dynamic height is computed by dividing the NAVD 88
 DD2310.geopotential number by the normal gravity value computed on the
 DD2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2310.degrees latitude (g = 980.6199 gals.).
 DD2310
 DD2310.The modeled gravity was interpolated from observed gravity values.
 DD2310
 DD2310;                    North         East    Units  Estimated Accuracy
 DD2310;SPC SC       -   201,890.      770,360.      MT  (+/- 180 meters Scaled)
 DD2310
 DD2310                          SUPERSEDED SURVEY CONTROL
 DD2310
 DD2310  NGVD 29 (03/21/89)   13.710  (m)           44.98   (f) ADJUSTED    1 2
 DD2310
 DD2310.Superseded values are not recommended for survey control.
 DD2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2310.See file dsdata.txt to determine how the superseded data were derived.
 DD2310
 DD2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT607237(NAD 83)
 DD2310_MARKER: DD = SURVEY DISK
 DD2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2310_SP_SET: CONCRETE POST
 DD2310_STAMPING: VERT 22 240 1987
 DD2310_MARK LOGO: SCGS  
 DD2310_PROJECTION: RECESSED 1 CENTIMETERS
 DD2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2310+STABILITY: SURFACE MOTION
 DD2310
 DD2310  HISTORY     - Date     Condition        Report By
 DD2310  HISTORY     - 1987     MONUMENTED       SCGS
 DD2310  HISTORY     - 19940617 GOOD             USPSQD
 DD2310
 DD2310                          STATION DESCRIPTION
 DD2310
 DD2310'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2310'20.8 KM (12.9 MI) SE FROM HEMINGWAY.
 DD2310'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2310'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2310'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2310'CONTINUE 6.2 KM (3.85 MI) SOUTHEASTERLY ALONG HIGHWAY 261, SET NEAR
 DD2310'THE SOUTHEAST CORNER OF THE RUTH AND EDGAR CRIBB PLOT AND THE STACY
 DD2310'AND MATTIE MOORE HEADSTONE UNDER A WILLOW OAK TREE IN THE HUCKS FIELD
 DD2310'CEMETERY, 17.25 METERS (56.6 FT) NORTHEAST OF THE CENTER OF THE
 DD2310'HIGHWAY, 0.53 METER (1.7 FT) EAST OF THE OUTSIDE CORNER OF THE CRIBB
 DD2310'PLOT, 0.67 METER (2.2 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DD2310'THE BASE OF THE MOORE HEADSTONE, 5.6 METERS (18.4 FT) EAST-SOUTHEAST
 DD2310'OF THE OAK TREE.
 DD2310'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 DD2310
 DD2310                          STATION RECOVERY (1994)
 DD2310
 DD2310'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2311 ***********************************************************************
 DD2311  DESIGNATION -  22 241
 DD2311  PID         -  DD2311
 DD2311  STATE/COUNTY-  SC/GEORGETOWN
 DD2311  USGS QUAD   -  OUTLAND (1973)
 DD2311
 DD2311                         *CURRENT SURVEY CONTROL
 DD2311  ___________________________________________________________________
 DD2311* NAD 83(1986)-  33 38 07.     (N)    079 15 26.     (W)     SCALED    
 DD2311* NAVD 88     -         7.458  (meters)      24.47   (feet)  ADJUSTED  
 DD2311  ___________________________________________________________________
 DD2311  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DD2311  DYNAMIC HT  -           7.450 (meters)      24.44  (feet)  COMP
 DD2311  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 DD2311
 DD2311  VERT ORDER  -  FIRST     CLASS II
 DD2311
 DD2311.The horizontal coordinates were scaled from a topographic map and have
 DD2311.an estimated accuracy of +/- 6 seconds.
 DD2311
 DD2311.The orthometric height was determined by differential leveling
 DD2311.and adjusted by the National Geodetic Survey in June 1991..
 DD2311
 DD2311.The geoid height was determined by GEOID03.
 DD2311
 DD2311.The dynamic height is computed by dividing the NAVD 88
 DD2311.geopotential number by the normal gravity value computed on the
 DD2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2311.degrees latitude (g = 980.6199 gals.).
 DD2311
 DD2311.The modeled gravity was interpolated from observed gravity values.
 DD2311
 DD2311;                    North         East    Units  Estimated Accuracy
 DD2311;SPC SC       -   201,190.      771,250.      MT  (+/- 180 meters Scaled)
 DD2311
 DD2311                          SUPERSEDED SURVEY CONTROL
 DD2311
 DD2311  NGVD 29 (03/21/89)    7.761  (m)           25.46   (f) ADJUSTED    1 2
 DD2311
 DD2311.Superseded values are not recommended for survey control.
 DD2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2311.See file dsdata.txt to determine how the superseded data were derived.
 DD2311
 DD2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT616230(NAD 83)
 DD2311_MARKER: DD = SURVEY DISK
 DD2311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD2311_SP_SET: CULVERT HEADWALL
 DD2311_STAMPING: VERT 22 241 1987
 DD2311_MARK LOGO: SCGS  
 DD2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2311+STABILITY: SURFACE MOTION
 DD2311
 DD2311  HISTORY     - Date     Condition        Report By
 DD2311  HISTORY     - 1987     MONUMENTED       SCGS
 DD2311  HISTORY     - 19940617 GOOD             USPSQD
 DD2311
 DD2311                          STATION DESCRIPTION
 DD2311
 DD2311'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2311'21.9 KM (13.6 MI) SE FROM HEMINGWAY.
 DD2311'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2311'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2311'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2311'CONTINUE 7.4 KM (4.6 MI) SOUTHEASTERLY ALONG HIGHWAY 261, SET IN THE
 DD2311'EAST CORNER OF A CONCRETE CULVERT WITH TWO CONTROL GATES FOR AN
 DD2311'IRRIGATION DITCH.
 DD2311'THE MARK IS 0.6 M BELOW THE ROAD.
 DD2311
 DD2311                          STATION RECOVERY (1994)
 DD2311
 DD2311'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2312 ***********************************************************************
 DD2312  DESIGNATION -  22 242
 DD2312  PID         -  DD2312
 DD2312  STATE/COUNTY-  SC/GEORGETOWN
 DD2312  USGS QUAD   -  YAUHANNAH (1973)
 DD2312
 DD2312                         *CURRENT SURVEY CONTROL
 DD2312  ___________________________________________________________________
 DD2312* NAD 83(1986)-  33 37 48.     (N)    079 14 52.     (W)     SCALED    
 DD2312* NAVD 88     -         7.621  (meters)      25.00   (feet)  ADJUSTED  
 DD2312  ___________________________________________________________________
 DD2312  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DD2312  DYNAMIC HT  -           7.613 (meters)      24.98  (feet)  COMP
 DD2312  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 DD2312
 DD2312  VERT ORDER  -  FIRST     CLASS II
 DD2312
 DD2312.The horizontal coordinates were scaled from a topographic map and have
 DD2312.an estimated accuracy of +/- 6 seconds.
 DD2312
 DD2312.The orthometric height was determined by differential leveling
 DD2312.and adjusted by the National Geodetic Survey in June 1991..
 DD2312
 DD2312.The geoid height was determined by GEOID03.
 DD2312
 DD2312.The dynamic height is computed by dividing the NAVD 88
 DD2312.geopotential number by the normal gravity value computed on the
 DD2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2312.degrees latitude (g = 980.6199 gals.).
 DD2312
 DD2312.The modeled gravity was interpolated from observed gravity values.
 DD2312
 DD2312;                    North         East    Units  Estimated Accuracy
 DD2312;SPC SC       -   200,620.      772,140.      MT  (+/- 180 meters Scaled)
 DD2312
 DD2312                          SUPERSEDED SURVEY CONTROL
 DD2312
 DD2312  NGVD 29 (03/21/89)    7.924  (m)           26.00   (f) ADJUSTED    1 2
 DD2312
 DD2312.Superseded values are not recommended for survey control.
 DD2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2312.See file dsdata.txt to determine how the superseded data were derived.
 DD2312
 DD2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT625225(NAD 83)
 DD2312_MARKER: DD = SURVEY DISK
 DD2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2312_SP_SET: CONCRETE POST
 DD2312_STAMPING: VERT 22 242 1987
 DD2312_MARK LOGO: SCGS  
 DD2312_PROJECTION: PROJECTING 7 CENTIMETERS
 DD2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2312+STABILITY: SURFACE MOTION
 DD2312
 DD2312  HISTORY     - Date     Condition        Report By
 DD2312  HISTORY     - 1987     MONUMENTED       SCGS
 DD2312  HISTORY     - 19940617 GOOD             USPSQD
 DD2312
 DD2312                          STATION DESCRIPTION
 DD2312
 DD2312'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2312'22.9 KM (14.25 MI) SE FROM HEMINGWAY.
 DD2312'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2312'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2312'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2312'CONTINUE 8.35 KM (5.2 MI) SOUTHEASTERLY ALONG HIGHWAY 261, SET NEAR A
 DD2312'BLAZED PINE TREE IN THE SOUTH-SOUTHEAST ANGLE OF A SAND ROAD LEADING
 DD2312'SOUTH, 11.35 METERS (37.2 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 DD2312'8.2 METERS (26.9 FT) EAST OF THE CENTER OF THE SAND ROAD, 2.7 METERS
 DD2312'(8.9 FT) NORTHEAST OF THE TREE, 9.5 METERS (31.2 FT) SOUTH-SOUTHEAST
 DD2312'OF THE SOUTHEAST END OF THE CONCRETE PIPE CULVERT UNDER THE SAND
 DD2312'ROAD.
 DD2312'THE MARK IS 0.34 METERS  NW FROM  A WITNESS POST
 DD2312'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 DD2312
 DD2312                          STATION RECOVERY (1994)
 DD2312
 DD2312'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2314 ***********************************************************************
 DD2314  DESIGNATION -  22 243
 DD2314  PID         -  DD2314
 DD2314  STATE/COUNTY-  SC/GEORGETOWN
 DD2314  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2314
 DD2314                         *CURRENT SURVEY CONTROL
 DD2314  ___________________________________________________________________
 DD2314* NAD 83(1986)-  33 37 30.     (N)    079 12 38.     (W)     SCALED    
 DD2314* NAVD 88     -         9.121  (meters)      29.92   (feet)  ADJUSTED  
 DD2314  ___________________________________________________________________
 DD2314  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DD2314  DYNAMIC HT  -           9.111 (meters)      29.89  (feet)  COMP
 DD2314  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 DD2314
 DD2314  VERT ORDER  -  FIRST     CLASS II
 DD2314
 DD2314.The horizontal coordinates were scaled from a topographic map and have
 DD2314.an estimated accuracy of +/- 6 seconds.
 DD2314
 DD2314.The orthometric height was determined by differential leveling
 DD2314.and adjusted by the National Geodetic Survey in June 1991..
 DD2314
 DD2314.The geoid height was determined by GEOID03.
 DD2314
 DD2314.The dynamic height is computed by dividing the NAVD 88
 DD2314.geopotential number by the normal gravity value computed on the
 DD2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2314.degrees latitude (g = 980.6199 gals.).
 DD2314
 DD2314.The modeled gravity was interpolated from observed gravity values.
 DD2314
 DD2314;                    North         East    Units  Estimated Accuracy
 DD2314;SPC SC       -   200,130.      775,600.      MT  (+/- 180 meters Scaled)
 DD2314
 DD2314                          SUPERSEDED SURVEY CONTROL
 DD2314
 DD2314  NGVD 29 (03/21/89)    9.423  (m)           30.92   (f) ADJUSTED    1 2
 DD2314
 DD2314.Superseded values are not recommended for survey control.
 DD2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2314.See file dsdata.txt to determine how the superseded data were derived.
 DD2314
 DD2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT659220(NAD 83)
 DD2314_MARKER: DD = SURVEY DISK
 DD2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2314_SP_SET: CONCRETE POST
 DD2314_STAMPING: VERT 22 243 1987
 DD2314_MARK LOGO: SCGS  
 DD2314_PROJECTION: FLUSH
 DD2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2314+STABILITY: SURFACE MOTION
 DD2314
 DD2314  HISTORY     - Date     Condition        Report By
 DD2314  HISTORY     - 1987     MONUMENTED       SCGS
 DD2314  HISTORY     - 19940617 GOOD             USPSQD
 DD2314
 DD2314                          STATION DESCRIPTION
 DD2314
 DD2314'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2314'26.2 KM (16.3 MI) ESE FROM HEMINGWAY.
 DD2314'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2314'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2314'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2314'CONTINUE 12.05 KM (7.5 MI) SOUTHEASTERLY ALONG HIGHWAY 261, SET
 DD2314'INSIDE OF A HORSESHOE DRIVEWAY IN FRONT OF AND IN LINE WITH THE EAST
 DD2314'SIDE OF A WOODEN HOUSE, 25.02 METERS (82.1 FT) NORTH OF THE CENTER OF
 DD2314'THE HIGHWAY, 31.94 METERS (104.8 FT) SOUTH OF THE SOUTHEAST CORNER OF
 DD2314'THE HOUSE, 22.17 METERS (72.7 FT) SOUTHWEST OF A POWER POLE SERVICING
 DD2314'THE HOUSE, 21.61 METERS (70.9 FT) NORTHWEST OF A TELEPHONE JUNCTION
 DD2314'BOX NUMBER 39, 27.7 METERS (90.9 FT) NORTHEAST OF THE EAST END OF A
 DD2314'CONCRETE PIPE CULVERT BENEATH THE WEST DRIVEWAY, 11.0 METERS (36.1
 DD2314'FT) NORTHWEST OF A DOUBLE-TRUNKED LIVE OAK TREE.
 DD2314
 DD2314                          STATION RECOVERY (1994)
 DD2314
 DD2314'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2318 ***********************************************************************
 DD2318  DESIGNATION -  22 244
 DD2318  PID         -  DD2318
 DD2318  STATE/COUNTY-  SC/GEORGETOWN
 DD2318  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2318
 DD2318                         *CURRENT SURVEY CONTROL
 DD2318  ___________________________________________________________________
 DD2318* NAD 83(1986)-  33 36 29.     (N)    079 11 16.     (W)     SCALED    
 DD2318* NAVD 88     -         5.911  (meters)      19.39   (feet)  ADJUSTED  
 DD2318  ___________________________________________________________________
 DD2318  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DD2318  DYNAMIC HT  -           5.904 (meters)      19.37  (feet)  COMP
 DD2318  MODELED GRAV-     979,589.2   (mgal)                       NAVD 88
 DD2318
 DD2318  VERT ORDER  -  FIRST     CLASS II
 DD2318
 DD2318.The horizontal coordinates were scaled from a topographic map and have
 DD2318.an estimated accuracy of +/- 6 seconds.
 DD2318
 DD2318.The orthometric height was determined by differential leveling
 DD2318.and adjusted by the National Geodetic Survey in June 1991..
 DD2318
 DD2318.The geoid height was determined by GEOID03.
 DD2318
 DD2318.The dynamic height is computed by dividing the NAVD 88
 DD2318.geopotential number by the normal gravity value computed on the
 DD2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2318.degrees latitude (g = 980.6199 gals.).
 DD2318
 DD2318.The modeled gravity was interpolated from observed gravity values.
 DD2318
 DD2318;                    North         East    Units  Estimated Accuracy
 DD2318;SPC SC       -   198,280.      777,740.      MT  (+/- 180 meters Scaled)
 DD2318
 DD2318                          SUPERSEDED SURVEY CONTROL
 DD2318
 DD2318  NGVD 29 (03/21/89)    6.212  (m)           20.38   (f) ADJUSTED    1 2
 DD2318
 DD2318.Superseded values are not recommended for survey control.
 DD2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2318.See file dsdata.txt to determine how the superseded data were derived.
 DD2318
 DD2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT681201(NAD 83)
 DD2318_MARKER: DD = SURVEY DISK
 DD2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2318_SP_SET: CONCRETE POST
 DD2318_STAMPING: VERT 22 244 1987
 DD2318_MARK LOGO: SCGS  
 DD2318_PROJECTION: FLUSH
 DD2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2318+STABILITY: SURFACE MOTION
 DD2318
 DD2318  HISTORY     - Date     Condition        Report By
 DD2318  HISTORY     - 1987     MONUMENTED       SCGS
 DD2318  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 DD2318
 DD2318                          STATION DESCRIPTION
 DD2318
 DD2318'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2318'29.0 KM (18.0 MI) SE FROM HEMINGWAY.
 DD2318'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2318'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2318'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2318'CONTINUE 14.3 KM (8.9 MI) SOUTHEASTERLY ALONG HIGHWAY 261 TO THE
 DD2318'JUNCTION OF U.S. HIGHWAY 701 IN YAUHANNAH, THNECE 2.35 KM (1.45 MI)
 DD2318'SOUTHWESTERLY ALONG HIGHWAY 701, THENCE 0.5 KM (0.3 MI) SOUTHEASTERLY
 DD2318'ALONG STATE ROAD 264, THENCE 0.5 KM (0.3 MI) EASTERLY ALONG A SAND
 DD2318'ROAD, SET BETWEEN TWO POWER POLES AT A MAJOR POWER LINE CROSSING,
 DD2318'20.1 METERS (66.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 2.18
 DD2318'METERS (7.2 FT) EAST-SOUTHEAST OF THE WESTERN MOST POWER POLE, 2.28
 DD2318'METERS (7.5 FT) WEST-NORTHWEST OF THE EASTERN MOST POWER POLE NUMBER
 DD2318'782, 31.0 METERS (101.7 FT) SOUTH-SOUTHEAST OF A POWER POLE WEST OF
 DD2318'THE MAJOR POWER LINE.
 DD2318'THE MARK IS 2.24 METERS  WNW FROM  A WITNESS POST
 DD2318'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2318
 DD2318                          STATION RECOVERY (1994)
 DD2318
 DD2318'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2319 ***********************************************************************
 DD2319  DESIGNATION -  22 245
 DD2319  PID         -  DD2319
 DD2319  STATE/COUNTY-  SC/GEORGETOWN
 DD2319  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2319
 DD2319                         *CURRENT SURVEY CONTROL
 DD2319  ___________________________________________________________________
 DD2319* NAD 83(1986)-  33 36 32.     (N)    079 10 32.     (W)     SCALED    
 DD2319* NAVD 88     -         5.936  (meters)      19.48   (feet)  ADJUSTED  
 DD2319  ___________________________________________________________________
 DD2319  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DD2319  DYNAMIC HT  -           5.930 (meters)      19.46  (feet)  COMP
 DD2319  MODELED GRAV-     979,589.8   (mgal)                       NAVD 88
 DD2319
 DD2319  VERT ORDER  -  FIRST     CLASS II
 DD2319
 DD2319.The horizontal coordinates were scaled from a topographic map and have
 DD2319.an estimated accuracy of +/- 6 seconds.
 DD2319
 DD2319.The orthometric height was determined by differential leveling
 DD2319.and adjusted by the National Geodetic Survey in June 1991..
 DD2319
 DD2319.The geoid height was determined by GEOID03.
 DD2319
 DD2319.The dynamic height is computed by dividing the NAVD 88
 DD2319.geopotential number by the normal gravity value computed on the
 DD2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2319.degrees latitude (g = 980.6199 gals.).
 DD2319
 DD2319.The modeled gravity was interpolated from observed gravity values.
 DD2319
 DD2319;                    North         East    Units  Estimated Accuracy
 DD2319;SPC SC       -   198,400.      778,880.      MT  (+/- 180 meters Scaled)
 DD2319
 DD2319                          SUPERSEDED SURVEY CONTROL
 DD2319
 DD2319  NGVD 29 (03/21/89)    6.238  (m)           20.47   (f) ADJUSTED    1 2
 DD2319
 DD2319.Superseded values are not recommended for survey control.
 DD2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2319.See file dsdata.txt to determine how the superseded data were derived.
 DD2319
 DD2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT692202(NAD 83)
 DD2319_MARKER: DD = SURVEY DISK
 DD2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2319_SP_SET: CONCRETE POST
 DD2319_STAMPING: VERT 22 245 1987
 DD2319_MARK LOGO: SCGS  
 DD2319_PROJECTION: FLUSH
 DD2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2319+STABILITY: SURFACE MOTION
 DD2319
 DD2319  HISTORY     - Date     Condition        Report By
 DD2319  HISTORY     - 1987     MONUMENTED       SCGS
 DD2319  HISTORY     - 19940617 GOOD             USPSQD
 DD2319
 DD2319                          STATION DESCRIPTION
 DD2319
 DD2319'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2319'29.9 KM (18.6 MI) ESE FROM HEMINGWAY.
 DD2319'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2319'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2319'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2319'CONTINUE 14.3 KM (8.9 MI) SOUTHEASTERLY ALONG HIGHWAY 261 TO THE
 DD2319'JUNCTION OF U.S. HIGHWAY 701 IN YAUHANNAH, THENCE 2.35 KM (1.45 MI)
 DD2319'SOUTHWESTERLY ALONG HIGHWAY 701, THENCE 0.5 KM (0.3 MI) SOUTHEASTERLY
 DD2319'ALONG STATE ROAD 264, THENCE 1.75 KM (1.1 MI) EASTERLY ALONG A SAND
 DD2319'ROAD, SET NEAR A POWER POLE AND A TELEPHONE JUNCTION BOX IN THE
 DD2319'NORTHWEST ANGLE OF A DIRT CROSSROAD, 5.0 METERS (16.4 FT) NORTH OF
 DD2319'THE CENTER OF THE ROAD, 25.3 METERS (83.0 FT) WEST OF THE CENTER OF
 DD2319'THE CROSSROAD, 1.9 METERS (6.2 FT) SOUTH OF THE CENTER OF A DITCH,
 DD2319'3.06 METERS (10.0 FT) EAST OF THE POWER POLE.
 DD2319'THE MARK IS 3.04 METERS  E FROM  A WITNESS POST
 DD2319'THE MARK IS 0.3 M ABOVE THE ROAD.
 DD2319
 DD2319                          STATION RECOVERY (1994)
 DD2319
 DD2319'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0941 ***********************************************************************
 EC0941  DESIGNATION -  22 DOP
 EC0941  PID         -  EC0941
 EC0941  STATE/COUNTY-  SC/UNION
 EC0941  USGS QUAD   -  UNION EAST (1971)
 EC0941
 EC0941                         *CURRENT SURVEY CONTROL
 EC0941  ___________________________________________________________________
 EC0941* NAD 83(1986)-  34 42 19.     (N)    081 34 09.     (W)     SCALED    
 EC0941* NAVD 88     -       187.329  (meters)     614.60   (feet)  ADJUSTED  
 EC0941  ___________________________________________________________________
 EC0941  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 EC0941  DYNAMIC HT  -         187.146 (meters)     613.99  (feet)  COMP
 EC0941  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 EC0941
 EC0941  VERT ORDER  -  FIRST     CLASS II
 EC0941
 EC0941.The horizontal coordinates were scaled from a topographic map and have
 EC0941.an estimated accuracy of +/- 6 seconds.
 EC0941
 EC0941.The orthometric height was determined by differential leveling
 EC0941.and adjusted by the National Geodetic Survey in June 1991..
 EC0941
 EC0941.The geoid height was determined by GEOID03.
 EC0941
 EC0941.The dynamic height is computed by dividing the NAVD 88
 EC0941.geopotential number by the normal gravity value computed on the
 EC0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0941.degrees latitude (g = 980.6199 gals.).
 EC0941
 EC0941.The modeled gravity was interpolated from observed gravity values.
 EC0941
 EC0941;                    North         East    Units  Estimated Accuracy
 EC0941;SPC SC       -   318,640.      557,460.      MT  (+/- 180 meters Scaled)
 EC0941
 EC0941                          SUPERSEDED SURVEY CONTROL
 EC0941
 EC0941.No superseded survey control is available for this station.
 EC0941
 EC0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU478405(NAD 83)
 EC0941_MARKER: DB = BENCH MARK DISK
 EC0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC0941_SP_SET: CONCRETE POST
 EC0941_STAMPING: 22 DOP 1966
 EC0941_MARK LOGO: USGS  
 EC0941_PROJECTION: FLUSH
 EC0941_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC0941+STABILITY: SURFACE MOTION
 EC0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC0941+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1998
 EC0941
 EC0941  HISTORY     - Date     Condition        Report By
 EC0941  HISTORY     - 1966     MONUMENTED       USGS
 EC0941  HISTORY     - 1980     GOOD             NGS
 EC0941  HISTORY     - 19951011 MARK NOT FOUND   USPSQD
 EC0941  HISTORY     - 19980319 GOOD             SCGS
 EC0941  HISTORY     - 20020508 MARK NOT FOUND   USPSQD
 EC0941
 EC0941                          STATION DESCRIPTION
 EC0941
 EC0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EC0941'2.2 KM (1.4 MI) SE FROM UNION.
 EC0941'2.2 KILOMETERS (1.4 MILES) EAST ALONG MAIN STREET FROM THE POST
 EC0941'OFFICE IN UNION, THENCE 2.4 KILOMETERS (1.5 MILES) SOUTHEAST ALONG
 EC0941'STATE HIGHWAY 215, THENCE 0.8 KILOMETER (0.5 MILE) EAST ON STATE
 EC0941'ROAD S-44-268 TO THE JUNCTION WITH STATE ROAD S-44-391 ON THE RIGHT,
 EC0941'SET ON THE NORTH SIDE OF HIGHWAY 268, ACROSS THE ROAD FROM A SIDE
 EC0941'ROAD RIGHT, 68.58 METERS (225.0 FEET) SOUTHWEST OF THE CENTERLINE
 EC0941'OF A PAVED ROAD, 11.58 METERS (38.0 FEET) NORTHWEST OF THE CENTERLINE
 EC0941'OF HIGHWAY S-44-268, AND 2.68 METERS (8.8 FEET) NORTH OF A WATER
 EC0941'LINE GATE VALVE.
 EC0941'THE MARK IS 0.00  SE FROM A WITNESS POST.
 EC0941'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EC0941
 EC0941                          STATION RECOVERY (1995)
 EC0941
 EC0941'RECOVERY NOTE BY US POWER SQUADRON 1995
 EC0941'MARK NOT FOUND.
 EC0941
 EC0941                          STATION RECOVERY (1998)
 EC0941
 EC0941'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 EC0941'STATION IS LOCATED 3.2 MILES (5.1 KM) EAST SOUTHEAST OF UNION, 5.55
 EC0941'MILES (8.93 KM) NORTH NORTHWEST OF SANTUC.  OWNERSHIP--SCDOT, DIRECTOR
 EC0941'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EC0941'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EC0941'HIGHWAYS 18 (THOMPSON BOULEVARD) AND 49 (ARTHUR BOULEVARD) IN UNION,
 EC0941'GO EAST NORTHEAST ON HIGHWAY 49 FOR 1.45 MILES (2.33 KM) TO THE
 EC0941'T-JUNCTION OF STATE ROAD 6 AND WHERE HIGHWAY 49 TURNS LEFT, TURN LEFT
 EC0941'ON HIGHWAY 49 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF MONARCH
 EC0941'HIGHWAY, TURN RIGHT ON MONARCH HIGHWAY FOR 1.5 MILES (2.4 KM) TO THE
 EC0941'JUNCTION STATE ROAD 268 (NEAL SHOALS ROAD) , TURN LEFT ON ROAD 268 FOR
 EC0941'0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 391 (CAREM ROAD) AND
 EC0941'THE STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 EC0941'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 37.8 FEET (11.5 M)
 EC0941'NORTH NORTHWEST OF THE CENTER OF ROAD 268, 23.0 FEET (7.0 M) EAST
 EC0941'NORTHEAST OF THE EXTENDED CENTER OF ROAD 391, 67.8 FEET (20.7 M) EAST
 EC0941'NORTHEAST OF THE POWER POLE WITH TWO GUY WIRES, 19.7 FEET (6.0 M)
 EC0941'NORTHEAST OF A WITNESS POST.  RECOVERED BY D.A.  NOVAK.
 EC0941
 EC0941                          STATION RECOVERY (2002)
 EC0941
 EC0941'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 EC0941'NOT FOUND.  SEARCHED NEAR INTERSECTION OF SR 44-268 AND SR 44-391 WITH
 EC0941'MICRONTA 4001.  WP HERE, BUT NO DIMENSIONS GIVEN TO MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 WA0098 ***********************************************************************
 WA0098  DESIGNATION -  22 GNH
 WA0098  PID         -  WA0098
 WA0098  STATE/COUNTY-  SC/COLLETON
 WA0098  USGS QUAD   -  LODGE (1982)
 WA0098
 WA0098                         *CURRENT SURVEY CONTROL
 WA0098  ___________________________________________________________________
 WA0098* NAD 83(1986)-  33 01 35.     (N)    080 59 17.     (W)     SCALED    
 WA0098* NAVD 88     -        28.892  (meters)      94.79   (feet)  ADJUSTED  
 WA0098  ___________________________________________________________________
 WA0098  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 WA0098  DYNAMIC HT  -          28.860 (meters)      94.68  (feet)  COMP
 WA0098  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 WA0098
 WA0098  VERT ORDER  -  FIRST     CLASS II
 WA0098
 WA0098.The horizontal coordinates were scaled from a topographic map and have
 WA0098.an estimated accuracy of +/- 6 seconds.
 WA0098
 WA0098.The orthometric height was determined by differential leveling
 WA0098.and adjusted by the National Geodetic Survey in September 1998..
 WA0098
 WA0098.The geoid height was determined by GEOID03.
 WA0098
 WA0098.The dynamic height is computed by dividing the NAVD 88
 WA0098.geopotential number by the normal gravity value computed on the
 WA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 WA0098.degrees latitude (g = 980.6199 gals.).
 WA0098
 WA0098.The modeled gravity was interpolated from observed gravity values.
 WA0098
 WA0098;                    North         East    Units  Estimated Accuracy
 WA0098;SPC SC       -   132,310.      610,720.      MT  (+/- 180 meters Scaled)
 WA0098
 WA0098                          SUPERSEDED SURVEY CONTROL
 WA0098
 WA0098.No superseded survey control is available for this station.
 WA0098
 WA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS011542(NAD 83)
 WA0098_MARKER: DD = SURVEY DISK
 WA0098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 WA0098_SP_SET: CULVERT HEADWALL
 WA0098_STAMPING: 22 GNH 1976
 WA0098_MARK LOGO: USGS  
 WA0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 WA0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0098+STABILITY: SURFACE MOTION
 WA0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 WA0098+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 WA0098
 WA0098  HISTORY     - Date     Condition        Report By
 WA0098  HISTORY     - 1976     MONUMENTED       USGS
 WA0098  HISTORY     - 19950104 GOOD             SCGS
 WA0098  HISTORY     - 20050802 GOOD             SCGS
 WA0098
 WA0098                          STATION DESCRIPTION
 WA0098
 WA0098'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 WA0098'STATION IS LOCATED 3.5 MILES (5.6 KM) SOUTHWEST OF LODGE.
 WA0098'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 WA0098'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 WA0098'JUNCTION OF STATE HIGHWAYS 64 AND 641, 2.6 MILES (4.2 KM) SOUTH
 WA0098'SOUTHEAST OF LODGE, GO NORTHWEST ON HIGHWAY 641 FOR 2.2 MILES (3.5 KM)
 WA0098'TO THE JUNCTION OF STATE ROAD 18, CONTINUE ON HIGHWAY 641 FOR 0.65
 WA0098'MILE (1.05 KM) TO THE STATION ON THE RIGHT IN A HEADWALL OF A CULVERT
 WA0098'FOR FIELD IRRIGATION.  STATION IS A DRILL MARK IN THE HEADWALL AND 5.0
 WA0098'FEET (1.5 M) BELOW THE HIGHWAY, 20.0 FEET (6.1 M) NORTH OF THE CENTER
 WA0098'OF THE HIGHWAY, 0.5 FOOT (15.2 CM) EAST OF THE WEST END OF THE
 WA0098'HEADWALL, 100.5 FEET (30.6 M) WEST OF A TELEPHONE JUNCTION BOX F/A1
 WA0098'WITH A SUPPORT POST.  RECOVERED BY R.W.  ROBERTS.
 WA0098
 WA0098                          STATION RECOVERY (2005)
 WA0098
 WA0098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 WA0098'STATION IS LOCATED 3.5 MI (5.63 KM) SOUTHWEST OF LODGE, 20.4 MI (32.83
 WA0098'KM) WEST NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 WA0098'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 WA0098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 (BELLS
 WA0098'HIGHWAY) AND 641, 2.7 MILES (4.2 KM) SOUTH SOUTHEAST OF LODGE, GO
 WA0098'NORTHWEST ON HIGHWAY 641 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF
 WA0098'STATE ROAD 18 (ASHTON ROAD), CONTINUE ON HIGHWAY 641 FOR 0.65 MILE
 WA0098'(1.05 KM) TO THE STATION ON THE RIGHT IN A HEADWALL OF A CULVERT.
 WA0098'STATION IS A DRILL MARK IN THE HEADWALL AND 5.0 FEET (1.5 M) BELOW THE
 WA0098'HIGHWAY, 20.0 FEET (6.1 M) NORTH OF THE CENTER OF THE HIGHWAY, 0.5
 WA0098'FOOT (15.2 CM) EAST OF THE WEST END OF THE HEADWALL, 101.6 FT (31.0 M)
 WA0098'WEST OF A TELEPHONE JUNCTION BOX F/28, 13.2 FT (4.0 M) SOUTHEAST OF A
 WA0098'1.0-FOOT MAPLE TREE WITH A SCGS REFERENCE WASHER ATTACHED. RECOVERED
 WA0098'BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4089 ***********************************************************************
 AA4089  DESIGNATION -  22 HBC
 AA4089  PID         -  AA4089
 AA4089  STATE/COUNTY-  SC/CHESTERFIELD
 AA4089  USGS QUAD   -  PAGELAND (1988)
 AA4089
 AA4089                         *CURRENT SURVEY CONTROL
 AA4089  ___________________________________________________________________
 AA4089* NAD 83(1986)-  34 45 19.     (N)    080 25 31.     (W)     SCALED    
 AA4089* NAVD 88     -       220.701  (meters)     724.08   (feet)  ADJUSTED  
 AA4089  ___________________________________________________________________
 AA4089  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AA4089  DYNAMIC HT  -         220.490 (meters)     723.39  (feet)  COMP
 AA4089  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 AA4089
 AA4089  VERT ORDER  -  FIRST     CLASS II
 AA4089
 AA4089.The horizontal coordinates were scaled from a topographic map and have
 AA4089.an estimated accuracy of +/- 6 seconds.
 AA4089
 AA4089.The orthometric height was determined by differential leveling
 AA4089.and adjusted by the National Geodetic Survey in September 1998..
 AA4089
 AA4089.The geoid height was determined by GEOID03.
 AA4089
 AA4089.The dynamic height is computed by dividing the NAVD 88
 AA4089.geopotential number by the normal gravity value computed on the
 AA4089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4089.degrees latitude (g = 980.6199 gals.).
 AA4089
 AA4089.The modeled gravity was interpolated from observed gravity values.
 AA4089
 AA4089;                    North         East    Units  Estimated Accuracy
 AA4089;SPC SC       -   324,190.      662,220.      MT  (+/- 180 meters Scaled)
 AA4089
 AA4089                          SUPERSEDED SURVEY CONTROL
 AA4089
 AA4089.No superseded survey control is available for this station.
 AA4089
 AA4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU526460(NAD 83)
 AA4089_MARKER: DD = SURVEY DISK
 AA4089_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4089_SP_SET: GASOLINE PUMP ISLAND
 AA4089_STAMPING: 725 22 HBC 1964
 AA4089_MARK LOGO: USGS  
 AA4089_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4089
 AA4089  HISTORY     - Date     Condition        Report By
 AA4089  HISTORY     - 1964     MONUMENTED       USGS
 AA4089  HISTORY     - 19930406 GOOD             SCGS
 AA4089
 AA4089                          STATION DESCRIPTION
 AA4089
 AA4089'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4089'STATION IS LOCATED 2.25 MILES (3.62 KM) WEST SOUTHWEST OF PAGELAND.
 AA4089'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE WEST JUNCTION OF
 AA4089'U.S. HIGHWAY 601 AND STATE HIGHWAY 9, 3.5 MILES (5.6 KM) WEST
 AA4089'SOUTHWEST OF PAGELAND, GO EAST NORTHEAST ON HIGHWAYS 601 AND 9 FOR 1.2
 AA4089'MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 40 (HIGH POINT CHURCH
 AA4089'ROAD) AND THE STATION ON THE LEFT IN AN UNUSED GASOLINE PUMP ISLAND IN
 AA4089'FRONT OF AN ABANDONED WOOD-SIDED GROCERY STORE. STATION IS A DRILL
 AA4089'MARK IN A CONCRETE GAS ISLAND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AA4089'HIGHWAY, 40.0 FEET (12.2 M) NORTH NORTHWEST OF THE CENTER OF THE
 AA4089'HIGHWAY, 16.8 FEET (5.1 M) WEST OF THE EXTENDED CENTER OF THE ROAD,
 AA4089'2.5 FEET (0.8 M) SOUTH SOUTHEAST OF THE NORTHWEST EDGE OF THE ISLAND,
 AA4089'0.5 FOOT (15.2 CM) NORTH NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AA4089'ISLAND, 15.9 FEET (4.8 M) SOUTH SOUTHWEST OF THE EAST CORNER OF THE
 AA4089'STORE, 49.4 FEET (15.1 M) EAST NORTHEAST OF A POWER POLE 21/HT04 WITH
 AA4089'A TRANSFORMER, TWO GUY WIRES, AND A WITNESS POST SIGN ATTACHED.
 AA4089'NOTE-MARGINAL GPS SITE. RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8556 ***********************************************************************
 DE8556  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8556  DESIGNATION -  22 NW 14
 DE8556  PID         -  DE8556
 DE8556  STATE/COUNTY-  SC/AIKEN
 DE8556  USGS QUAD   -  AIKEN NW (1982)
 DE8556
 DE8556                         *CURRENT SURVEY CONTROL
 DE8556  ___________________________________________________________________
 DE8556* NAD 83(2001)-  33 40 40.54886(N)    081 42 00.65155(W)     ADJUSTED  
 DE8556* NAVD 88     -       171.48   (meters)     562.6    (feet)  GPS OBS   
 DE8556  ___________________________________________________________________
 DE8556  X           -     766,986.700 (meters)                     COMP
 DE8556  Y           -  -5,257,618.986 (meters)                     COMP
 DE8556  Z           -   3,516,852.403 (meters)                     COMP
 DE8556  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 DE8556  ELLIP HEIGHT-         141.04  (meters)          (03/13/03) GPS OBS
 DE8556  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DE8556
 DE8556  HORZ ORDER  -  FIRST
 DE8556  ELLP ORDER  -  FOURTH    CLASS II
 DE8556
 DE8556.The horizontal coordinates were established by GPS observations
 DE8556.and adjusted by the National Geodetic Survey in March 2003..
 DE8556
 DE8556.The orthometric height was determined by GPS observations and a
 DE8556.high-resolution geoid model using precise GPS observation and
 DE8556.processing techniques.
 DE8556
 DE8556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8556
 DE8556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8556
 DE8556.The ellipsoidal height was determined by GPS observations
 DE8556.and is referenced to NAD 83.
 DE8556
 DE8556.The geoid height was determined by GEOID03.
 DE8556
 DE8556;                    North         East     Units Scale Factor Converg.
 DE8556;SPC SC       -   204,778.278   544,684.719   MT  0.99979367   -0 23 17.4
 DE8556;SPC SC       -   671,844.74  1,787,023.36   iFT  0.99979367   -0 23 17.4
 DE8556;UTM  17      - 3,726,666.374   435,096.170   MT  0.99965193   -0 23 17.8
 DE8556
 DE8556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8556!SPC SC       -   0.99997786  x   0.99979367  =   0.99977153
 DE8556!UTM  17      -   0.99997786  x   0.99965193  =   0.99962980
 DE8556
 DE8556                          SUPERSEDED SURVEY CONTROL
 DE8556
 DE8556  NAD 83(1986)-  33 40 40.55900(N)    081 42 00.64791(W) AD(       ) 1
 DE8556  NAD 83(1995)-  33 40 40.54877(N)    081 42 00.65134(W) AD(       ) 1
 DE8556  ELLIP H (11/18/02)  141.09   (m)                       GP(       ) 4 2
 DE8556
 DE8556.Superseded values are not recommended for survey control.
 DE8556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8556.See file dsdata.txt to determine how the superseded data were derived.
 DE8556
 DE8556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3509626666(NAD 83)
 DE8556_MARKER: P = PIPE CAP
 DE8556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE8556_STAMPING: 22 NW 14 1992
 DE8556_MARK LOGO: SC0020
 DE8556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8556+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 DE8556
 DE8556  HISTORY     - Date     Condition        Report By
 DE8556  HISTORY     - 1992     MONUMENTED       SC0020
 DE8556  HISTORY     - 20000726 GOOD             SCGS
 DE8556
 DE8556                          STATION DESCRIPTION
 DE8556
 DE8556'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8556'STATION IS LOCATED 8.05 MILES (12.95 KM) NORTH OF AIKEN, 15.35 MILES
 DE8556'(24.70 KM) SOUTHEAST OF EDGEFIELD.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE8556'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE8556'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE8556'INTERSTATE 20 (EXIT 22) AND U.S.  HIGHWAY 1 (COLUMBIA HIGHWAY) , 7.7
 DE8556'MILES (12.4 KM) NORTH NORTHEAST OF AIKEN, GO NORTH ON HIGHWAY 1 FOR
 DE8556'0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 153 (SHILOH CHURCH
 DE8556'ROAD) , TURN LEFT ROAD 153 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF
 DE8556'STATE ROAD 1925 (HAMELIN ROAD) , TURN RIGHT ON ROAD 1925 FOR 1.3 MILES
 DE8556'(2.1 KM) TO THE STATION ON THE LEFT NEAR A TELEPHONE JUNCTION BOX IN
 DE8556'THE SOUTHWEST ANGLE OF A GRAVEL DEAD END ROAD (BOGGY BRANCH ROAD) .
 DE8556'STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE RECESSED 0.4 FOOT
 DE8556'(12.2 CM) AND 5.0 FEET (1.5 M) ABOVE THE ROAD, 35.0 FEET (10.7 M) WEST
 DE8556'NORTHWEST OF THE CENTER OF ROAD 1925, 25.0 FEET (7.6 M) SOUTH
 DE8556'SOUTHWEST OF THE CENTER OF BOGGY BRANCH ROAD, 6.0 FEET (1.8 M)
 DE8556'SOUTHWEST OF THE TELEPHONE JUNCTION BOX NUMBER 351, 57.3 FEET (17.5 M)
 DE8556'SOUTHEAST OF A DEAD END ROAD SIGN POST.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0069 ***********************************************************************
 CJ0069  DESIGNATION -  22 RESET
 CJ0069  PID         -  CJ0069
 CJ0069  STATE/COUNTY-  SC/CHARLESTON
 CJ0069  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0069
 CJ0069                         *CURRENT SURVEY CONTROL
 CJ0069  ___________________________________________________________________
 CJ0069* NAD 83(1986)-  32 47 28.     (N)    079 52 25.     (W)     SCALED    
 CJ0069* NAVD 88     -         5.93   (+/-2cm)      19.5    (feet)  VERTCON   
 CJ0069  ___________________________________________________________________
 CJ0069  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 CJ0069
 CJ0069  VERT ORDER  -  THIRD (See Below)
 CJ0069
 CJ0069.The horizontal coordinates were scaled from a topographic map and have
 CJ0069.an estimated accuracy of +/- 6 seconds.
 CJ0069
 CJ0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CJ0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CJ0069.The vertical order pertains to the NGVD 29 superseded value.
 CJ0069
 CJ0069.The geoid height was determined by GEOID03.
 CJ0069
 CJ0069;                    North         East    Units  Estimated Accuracy
 CJ0069;SPC SC       -   106,790.      715,100.      MT  (+/- 180 meters Scaled)
 CJ0069
 CJ0069                          SUPERSEDED SURVEY CONTROL
 CJ0069
 CJ0069  NGVD 29 (??/??/??)    6.23   (m)           20.4    (f) RESET       3  
 CJ0069
 CJ0069.Superseded values are not recommended for survey control.
 CJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0069.See file dsdata.txt to determine how the superseded data were derived.
 CJ0069
 CJ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS054286(NAD 83)
 CJ0069_MARKER: DD = SURVEY DISK
 CJ0069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CJ0069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CJ0069_STAMPING: 22 21.883
 CJ0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0069
 CJ0069  HISTORY     - Date     Condition        Report By
 CJ0069  HISTORY     - 1936     MONUMENTED       LOCSUR
 CJ0069  HISTORY     - 1936     GOOD             NGS
 CJ0069
 CJ0069                          STATION DESCRIPTION
 CJ0069
 CJ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 CJ0069'AT MOUNT PLEASANT.
 CJ0069'AT MOUNT PLEASANT, 54 FEET WEST OF THE INTERSECTION OF GEORGETOWN
 CJ0069'ROAD AND SULLIVAN ISLAND HIGHWAY, 45 FEET SOUTHWEST OF THE
 CJ0069'DAUGHTERS OF AMERICA REVOLUTION MEMORIAL TO GEORGE WASHINGTON,
 CJ0069'AND 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1564 ***********************************************************************
 DE1564  DESIGNATION -  22 SKS RESET
 DE1564  PID         -  DE1564
 DE1564  STATE/COUNTY-  SC/BERKELEY
 DE1564  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1564
 DE1564                         *CURRENT SURVEY CONTROL
 DE1564  ___________________________________________________________________
 DE1564* NAD 83(1986)-  33 05 09.     (N)    080 04 53.     (W)     SCALED    
 DE1564* NAVD 88     -        14.357  (meters)      47.10   (feet)  ADJUSTED  
 DE1564  ___________________________________________________________________
 DE1564  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DE1564  DYNAMIC HT  -          14.341 (meters)      47.05  (feet)  COMP
 DE1564  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DE1564
 DE1564  VERT ORDER  -  FIRST     CLASS II
 DE1564
 DE1564.The horizontal coordinates were scaled from a topographic map and have
 DE1564.an estimated accuracy of +/- 6 seconds.
 DE1564
 DE1564.The orthometric height was determined by differential leveling
 DE1564.and adjusted by the National Geodetic Survey in June 1991..
 DE1564
 DE1564.The geoid height was determined by GEOID03.
 DE1564
 DE1564.The dynamic height is computed by dividing the NAVD 88
 DE1564.geopotential number by the normal gravity value computed on the
 DE1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1564.degrees latitude (g = 980.6199 gals.).
 DE1564
 DE1564.The modeled gravity was interpolated from observed gravity values.
 DE1564
 DE1564;                    North         East    Units  Estimated Accuracy
 DE1564;SPC SC       -   139,280.      695,350.      MT  (+/- 180 meters Scaled)
 DE1564
 DE1564                          SUPERSEDED SURVEY CONTROL
 DE1564
 DE1564  NGVD 29 (03/21/89)   14.653  (m)           48.07   (f) ADJUSTED    1 2
 DE1564
 DE1564.Superseded values are not recommended for survey control.
 DE1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1564.See file dsdata.txt to determine how the superseded data were derived.
 DE1564
 DE1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS857611(NAD 83)
 DE1564_MARKER: DB = BENCH MARK DISK
 DE1564_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE1564_SP_SET: CULVERT
 DE1564_STAMPING: 22 SKS 1954 RESET 1965
 DE1564_MARK LOGO: USGS  
 DE1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1564+STABILITY: SURFACE MOTION
 DE1564
 DE1564  HISTORY     - Date     Condition        Report By
 DE1564  HISTORY     - 1965     MONUMENTED       USGS
 DE1564  HISTORY     - 1985     GOOD             SCGS
 DE1564  HISTORY     - 19970625 GOOD             USPSQD
 DE1564
 DE1564                          STATION DESCRIPTION
 DE1564
 DE1564'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1564'2.9 KM (1.8 MI) NE FROM CARNES CROSSROAD.
 DE1564'2.9 KILOMETERS (1.8 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DE1564'FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES CROSSROAD, SET IN
 DE1564'THE NORTHEAST CORNER OF A CONCRETE BOX CULVERT.
 DE1564'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1564
 DE1564                          STATION RECOVERY (1997)
 DE1564
 DE1564'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5709 ***********************************************************************
 CK5709  DESIGNATION -  2200
 CK5709  PID         -  CK5709
 CK5709  STATE/COUNTY-  SC/COLLETON
 CK5709  USGS QUAD   -  EDISTO ISLAND (1972)
 CK5709
 CK5709                         *CURRENT SURVEY CONTROL
 CK5709  ___________________________________________________________________
 CK5709* NAD 83(2001)-  32 30 12.39657(N)    080 17 46.90086(W)     ADJUSTED  
 CK5709* NAVD 88     -         2.838  (meters)       9.31   (feet)  ADJUSTED  
 CK5709  ___________________________________________________________________
 CK5709  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 CK5709  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 CK5709  DYNAMIC HT  -           2.835 (meters)       9.30  (feet)  COMP
 CK5709  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 CK5709
 CK5709  HORZ ORDER  -  THIRD
 CK5709  VERT ORDER  -  THIRD
 CK5709
 CK5709.The horizontal coordinates were established by classical geodetic methods
 CK5709.and adjusted by the National Geodetic Survey in March 2004..
 CK5709
 CK5709.The orthometric height was determined by differential leveling
 CK5709.and adjusted by the National Geodetic Survey in April 1995..
 CK5709
 CK5709.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5709
 CK5709.The geoid height was determined by GEOID03.
 CK5709
 CK5709.The dynamic height is computed by dividing the NAVD 88
 CK5709.geopotential number by the normal gravity value computed on the
 CK5709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5709.degrees latitude (g = 980.6199 gals.).
 CK5709
 CK5709.The modeled gravity was interpolated from observed gravity values.
 CK5709
 CK5709;                    North         East     Units Scale Factor Converg.
 CK5709;SPC SC       -    74,543.771   675,722.570   MT  0.99999879   +0 23 24.3
 CK5709;SPC SC       -   244,566.18  2,216,937.57   iFT  0.99999879   +0 23 24.3
 CK5709;UTM  17      - 3,596,458.927   566,097.419   MT  0.99965387   +0 22 41.2
 CK5709
 CK5709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5709!SPC SC       -   1.00000462  x   0.99999879  =   1.00000341
 CK5709!UTM  17      -   1.00000462  x   0.99965387  =   0.99965849
 CK5709
 CK5709                          SUPERSEDED SURVEY CONTROL
 CK5709
 CK5709  NAD 83(1986)-  32 30 12.40652(N)    080 17 46.90426(W) AD(       ) 3
 CK5709  NGVD 29 (04/23/92)    3.130  (m)           10.27   (f) ADJUSTED    3 0
 CK5709
 CK5709.Superseded values are not recommended for survey control.
 CK5709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5709.See file dsdata.txt to determine how the superseded data were derived.
 CK5709
 CK5709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6609796459(NAD 83)
 CK5709_MARKER: P = PIPE CAP
 CK5709_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5709_SP_SET: DISK ON PVC PIPE SET IN CONCRETE
 CK5709_STAMPING: 2200 1988
 CK5709_MARK LOGO: SCCC  
 CK5709_PROJECTION: FLUSH
 CK5709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5709+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 CK5709
 CK5709  HISTORY     - Date     Condition        Report By
 CK5709  HISTORY     - 1988     MONUMENTED       SCCC
 CK5709  HISTORY     - 19920210 GOOD             SURTEC
 CK5709  HISTORY     - 20011220 GOOD             USPSQD
 CK5709  HISTORY     - 20040613 GOOD             SCGS
 CK5709  HISTORY     - 20050829 GOOD             SCGS
 CK5709
 CK5709                          STATION DESCRIPTION
 CK5709
 CK5709'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5709'THE STATION IS LOCATED ON EDISTO BEACH.  AT THE JUNCTION OF SR-174 AND
 CK5709'PALMETTO DRIVE.  MARKER IS 37.9 FEET SOUTH SOUTHEAST OF POWER POLE
 CK5709'NUMBER 310577 AND 1.9 FEET SOUTH SOUTHWEST OF THE CORNER OF THE CHAIN
 CK5709'LINK FENCE SURROUNDING THE STATE PARK.  MARK IS PROJECTING 0.2 FEET
 CK5709'ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5709'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5709'PIPE SURROUNDED BY CONCRETE.
 CK5709
 CK5709                          STATION RECOVERY (1992)
 CK5709
 CK5709'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5709'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK5709'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5709'803-737-1350.
 CK5709'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5709'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5709'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5709'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.65 MILES
 CK5709'(34.84 KM) TO HARD BEND RIGHT AT THE ATLANTIC OCEAN AND THE STATION
 CK5709'ON LEFT.
 CK5709'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5709'PVC PIPE SURROUNDED BY CONCRETE PROJECTING 0.1 FEET (3.0 CM) ABOVE
 CK5709'THE GROUND, 108.3 FEET (33.0 M) NORTH NORTHEAST OF THE NORTH CORNER
 CK5709'OF THE PAVILION RESTAURANT, 37.7 FEET (11.5 M) SOUTH SOUTHEAST OF A
 CK5709'POWER POLE WITH TRANSFORMER AND LIGHT NUMBER 310577, 2.0 FEET
 CK5709'(0.6 M) SOUTH SOUTHWEST OF A CHAIN LINK FENCE CORNER POST OF FENCE
 CK5709'ALONG THE EDISTO ISLAND STATE PARK BOUNDARY.
 CK5709
 CK5709                          STATION RECOVERY (2001)
 CK5709
 CK5709'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 CK5709'RECOVERED IN GOOD CONDITION.
 CK5709
 CK5709                          STATION RECOVERY (2004)
 CK5709
 CK5709'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5709'AT CORNER OF A 4-FOOT WIRE FENCE AND NEAR A 0.8-FOOT PALM TREE.
 CK5709
 CK5709                          STATION RECOVERY (2005)
 CK5709
 CK5709'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5709'1.7 FT (0.5 M) SOUTH SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6264 ***********************************************************************
 CK6264  DESIGNATION -  2200 A
 CK6264  PID         -  CK6264
 CK6264  STATE/COUNTY-  SC/COLLETON
 CK6264  USGS QUAD   -  EDISTO ISLAND (1972)
 CK6264
 CK6264                         *CURRENT SURVEY CONTROL
 CK6264  ___________________________________________________________________
 CK6264* NAD 83(2001)-  32 30 14.57414(N)    080 17 48.30437(W)     ADJUSTED  
 CK6264* NAVD 88     -         1.99   (+/-2cm)       6.5    (feet)  VERTCON   
 CK6264  ___________________________________________________________________
 CK6264  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 CK6264  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 CK6264
 CK6264  HORZ ORDER  -  THIRD
 CK6264  VERT ORDER  -  THIRD ? (See Below)
 CK6264
 CK6264.The horizontal coordinates were established by classical geodetic methods
 CK6264.and adjusted by the National Geodetic Survey in March 2004..
 CK6264.No horizontal observational check was made to the station.
 CK6264
 CK6264.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6264.The vertical order pertains to the NGVD 29 superseded value.
 CK6264
 CK6264.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6264
 CK6264.The geoid height was determined by GEOID03.
 CK6264
 CK6264;                    North         East     Units Scale Factor Converg.
 CK6264;SPC SC       -    74,610.599   675,685.478   MT  0.99999858   +0 23 23.6
 CK6264;SPC SC       -   244,785.43  2,216,815.87   iFT  0.99999858   +0 23 23.6
 CK6264;UTM  17      - 3,596,525.740   566,060.354   MT  0.99965381   +0 22 40.5
 CK6264
 CK6264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6264!SPC SC       -   1.00000476  x   0.99999858  =   1.00000334
 CK6264!UTM  17      -   1.00000476  x   0.99965381  =   0.99965857
 CK6264
 CK6264                          SUPERSEDED SURVEY CONTROL
 CK6264
 CK6264  NAD 83(1986)-  32 30 14.58410(N)    080 17 48.30774(W) AD(       ) 3
 CK6264  NGVD 29 (03/31/93)    2.28   (m)            7.5    (f) LEVELING    3  
 CK6264
 CK6264.Superseded values are not recommended for survey control.
 CK6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6264.See file dsdata.txt to determine how the superseded data were derived.
 CK6264
 CK6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6606096526(NAD 83)
 CK6264_MARKER: DD = SURVEY DISK
 CK6264_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK6264_SP_SET: SURROUNDED BY MASS OF CONCRETE
 CK6264_STAMPING: 2200 A 1992
 CK6264_MARK LOGO: SCCC  
 CK6264_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6264+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 CK6264
 CK6264  HISTORY     - Date     Condition        Report By
 CK6264  HISTORY     - 1992     MONUMENTED       SURTEC
 CK6264  HISTORY     - 20041019 GOOD             SCGS
 CK6264
 CK6264                          STATION DESCRIPTION
 CK6264
 CK6264'DESCRIBED BY SUR-TECH INCORPORATED 1992
 CK6264'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK6264'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6264'803-737-1350.
 CK6264'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK6264'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK6264'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK6264'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK6264'TO THE ENTRANCE TO THE EDISTO ISLAND STATE PARK AND THE STATION ON
 CK6264'LEFT.
 CK6264'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK6264'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK6264'250.8 FEET (76.4 M) NORTH NORTHWEST OF MONUMENT SCCC 2200 1988, 33.5
 CK6264'FEET (10.2 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY 174 (PALMETTO
 CK6264'BLVD), 9.1 FEET (2.8 M) SOUTH SOUTHWEST OF A FIRE HYDRANT.
 CK6264
 CK6264                          STATION RECOVERY (2004)
 CK6264
 CK6264'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK6264'STATION IS LOCATED 2.9 MILES NORTHEAST OF EDISTO BEACH, 35.1 MILES
 CK6264'SOUTHEAST OF  WALTERBORO. OWNERSHIP--EDISTO BEACH STATE PARK, JEFF
 CK6264'ATKINS PARK MANAGER, 8377 STATE  CABIN ROAD, EDISTO ISLAND, SC 29438,
 CK6264'PHONE 843-869-4430. TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK6264'HIGHWAYS 164, 174 AND STATE ROAD 55  (WILLTOWN ROAD), 0.85 MILE SOUTH
 CK6264'OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR  15.2 MILES TO THE
 CK6264'JUNCTION OF STATE ROADS 2247 (REDHOUSE ROAD) RIGHT AND 2063 (LEGARE
 CK6264'ROAD) LEFT, CONTINUE ON HIGHWAY 174 FOR 2.65 MILES TO THE STATION ON
 CK6264'THE LEFT NEAR A  FIRE HYDRANT IN A GRASSY AREA BETWEEN THE ENTRANCE
 CK6264'AND EXIT DRIVES FOR EDISTO  BEACH STATE PARK. STATION IS A ALUMINUM
 CK6264'PIPE CAP ATTACHED TO A PVC PIPE RECESSED 0.2 FOOT AND  LEVEL WITH THE
 CK6264'HIGHWAY, 113.4 FEET NORTHWEST OF VERTICAL CONTROL STATION F 137, 33.0
 CK6264'FEET  EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 11.5 FEET SOUTH OF
 CK6264'A POWER POLE  NUMBER 339813/60 WITH THREE GUY WIRES, 8.9 FEET SOUTH OF
 CK6264'THE FIRE HYDRANT, 3.6  FEET EAST NORTHEAST OF THE EAST EDGE OF THE
 CK6264'HIGHWAY CURB, 63.0 FEET NORTH  NORTHWEST OF THE CENTER OF PARK
 CK6264'ENTRANCE DRIVE, 28.0 FEET SOUTH SOUTHEAST  OF THE CENTER OF A PARK
 CK6264'EXIT DRIVE. NOTE-STATION HAS A SLIGHT LEAN, IT IS NOT APPARENT IF IT
 CK6264'WAS SET THIS WAY OR THE STATION  WAS DISTURBED.  RECOVERED BY J.B.
 CK6264'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5710 ***********************************************************************
 CK5710  DESIGNATION -  2210
 CK5710  PID         -  CK5710
 CK5710  STATE/COUNTY-  SC/COLLETON
 CK5710  USGS QUAD   -  EDISTO ISLAND (1972)
 CK5710
 CK5710                         *CURRENT SURVEY CONTROL
 CK5710  ___________________________________________________________________
 CK5710* NAD 83(2001)-  32 30 27.16631(N)    080 17 27.32137(W)     ADJUSTED  
 CK5710* NAVD 88     -         2.786  (meters)       9.14   (feet)  ADJUSTED  
 CK5710  ___________________________________________________________________
 CK5710  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 CK5710  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 CK5710  DYNAMIC HT  -           2.783 (meters)       9.13  (feet)  COMP
 CK5710  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 CK5710
 CK5710  HORZ ORDER  -  THIRD
 CK5710  VERT ORDER  -  THIRD
 CK5710
 CK5710.The horizontal coordinates were established by classical geodetic methods
 CK5710.and adjusted by the National Geodetic Survey in March 2004..
 CK5710
 CK5710.The orthometric height was determined by differential leveling
 CK5710.and adjusted by the National Geodetic Survey in April 1995..
 CK5710
 CK5710.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5710
 CK5710.The geoid height was determined by GEOID03.
 CK5710
 CK5710.The dynamic height is computed by dividing the NAVD 88
 CK5710.geopotential number by the normal gravity value computed on the
 CK5710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5710.degrees latitude (g = 980.6199 gals.).
 CK5710
 CK5710.The modeled gravity was interpolated from observed gravity values.
 CK5710
 CK5710;                    North         East     Units Scale Factor Converg.
 CK5710;SPC SC       -    75,002.225   676,230.532   MT  0.99999735   +0 23 35.2
 CK5710;SPC SC       -   246,070.29  2,218,604.11   iFT  0.99999735   +0 23 35.2
 CK5710;UTM  17      - 3,596,917.117   566,605.303   MT  0.99965470   +0 22 51.9
 CK5710
 CK5710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5710!SPC SC       -   1.00000463  x   0.99999735  =   1.00000198
 CK5710!UTM  17      -   1.00000463  x   0.99965470  =   0.99965933
 CK5710
 CK5710                          SUPERSEDED SURVEY CONTROL
 CK5710
 CK5710  NAD 83(1986)-  32 30 27.17648(N)    080 17 27.32378(W) AD(       ) 3
 CK5710  NGVD 29 (04/23/92)    3.078  (m)           10.10   (f) ADJUSTED    3 0
 CK5710
 CK5710.Superseded values are not recommended for survey control.
 CK5710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5710.See file dsdata.txt to determine how the superseded data were derived.
 CK5710
 CK5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6660596917(NAD 83)
 CK5710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5710_SETTING: 0 = UNSPECIFIED SETTING
 CK5710_STAMPING: 2210 1988
 CK5710_MARK LOGO: SCCC  
 CK5710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5710+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5710
 CK5710  HISTORY     - Date     Condition        Report By
 CK5710  HISTORY     - 1988     MONUMENTED       SCCC
 CK5710  HISTORY     - 19920210 GOOD             SURTEC
 CK5710  HISTORY     - 20040613 MARK NOT FOUND   SCGS
 CK5710
 CK5710                          STATION DESCRIPTION
 CK5710
 CK5710'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5710'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE PAVILLION IN THE
 CK5710'STATE PARK, GO NORTHEAST FOR 0.25 MILES ALONG THE BEACH FROM THE
 CK5710'PAVILLION TO THE STATION ON THE LEFT LOCATED IN THE CAMPING AREA.
 CK5710'MARKER IS 33.0 FEET WEST SOUTHWEST OF ELECTRICAL BOX AND 3.4 FEET
 CK5710'NORTH OF THE PALM TREE.  MARK IS PROJECTING 0.1 FEET ABOVE THE
 CK5710'SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A
 CK5710'2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED
 CK5710'BY CONCRETE.
 CK5710
 CK5710                          STATION RECOVERY (1992)
 CK5710
 CK5710'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5710'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SC DEPARTMENT OF PARKS,
 CK5710'RECREATION AND TOURISM, 8377 SAINT CABIN ROAD, EDISTO ISLAND, SC
 CK5710'29438, PHONE 803-869-2156.
 CK5710'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5710'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5710'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5710'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5710'TO THE ENTRANCE TO EDISTO ISLAND STATE PARK, GO NORTHEAST ON ENTRANCE
 CK5710'ROAD FOR 0.1 MILES (0.2 KM) TO THE RANGER CHECK STATION, FOLLOW ONE
 CK5710'WAY GRAVEL ROAD RIGHT TO CAMPING AREA, NORTHEASTERLY FOR 0.3 MILES
 CK5710'(0.5 KM) TO CAMPING SITES AND THE STATION ON RIGHT IN A GROUP OF
 CK5710'PALMETTO TREES.
 CK5710'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5710'PVC PIPE SURROUNDED BY CONCRETE 0.3 FEET (9.1 CM) BELOW THE GROUND,
 CK5710'74.6 FEET (22.7 M) SOUTH OF THE SOUTH CORNER OF THE PUBLIC RESTROOM
 CK5710'BUILDING, 29.0 FEET (8.8 M) SOUTH SOUTHEAST OF THE CENTERLINE OF THE
 CK5710'GRAVEL ROAD, 12.3 FEET (3.7 M) NORTHEAST OF AN 8-INCH PALMETTO TREE
 CK5710'BEING THE CENTER TREE IN A LINE OF 3 PALMETTO TREES NORTH-SOUTH, 3.0
 CK5710'FEET (0.9 M) NORTH NORTHWEST OF A 10-INCH PALMETTO TREE.
 CK5710
 CK5710                          STATION RECOVERY (2004)
 CK5710
 CK5710'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 CK5710'DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING
 CK5710'REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS
 CK5710'STATION WITH NO RESULTS, COULD BE INTACT, UNDER UNKNOWN DEPTH OF SAND
 CK5710'IN DUNE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0049 ***********************************************************************
 DF0049  DESIGNATION -  22.199
 DF0049  PID         -  DF0049
 DF0049  STATE/COUNTY-  SC/MCCORMICK
 DF0049  USGS QUAD   -  EVANS (1980)
 DF0049
 DF0049                         *CURRENT SURVEY CONTROL
 DF0049  ___________________________________________________________________
 DF0049* NAD 83(1986)-  33 35 30.     (N)    082 08 05.     (W)     SCALED    
 DF0049* NAVD 88     -        59.779  (meters)     196.12   (feet)  ADJUSTED  
 DF0049  ___________________________________________________________________
 DF0049  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DF0049  DYNAMIC HT  -          59.716 (meters)     195.92  (feet)  COMP
 DF0049  MODELED GRAV-     979,589.8   (mgal)                       NAVD 88
 DF0049
 DF0049  VERT ORDER  -  FIRST     CLASS II
 DF0049
 DF0049.The horizontal coordinates were scaled from a topographic map and have
 DF0049.an estimated accuracy of +/- 6 seconds.
 DF0049
 DF0049.The orthometric height was determined by differential leveling
 DF0049.and adjusted by the National Geodetic Survey in June 1991..
 DF0049
 DF0049.The geoid height was determined by GEOID03.
 DF0049
 DF0049.The dynamic height is computed by dividing the NAVD 88
 DF0049.geopotential number by the normal gravity value computed on the
 DF0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0049.degrees latitude (g = 980.6199 gals.).
 DF0049
 DF0049.The modeled gravity was interpolated from observed gravity values.
 DF0049
 DF0049;                    North         East    Units  Estimated Accuracy
 DF0049;SPC SC       -   195,570.      504,290.      MT  (+/- 180 meters Scaled)
 DF0049
 DF0049                          SUPERSEDED SURVEY CONTROL
 DF0049
 DF0049  NGVD 29 (??/??/92)   60.006  (m)          196.87   (f) ADJ UNCH    1 2
 DF0049
 DF0049.Superseded values are not recommended for survey control.
 DF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0049.See file dsdata.txt to determine how the superseded data were derived.
 DF0049
 DF0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT947174(NAD 83)
 DF0049_MARKER: DD = SURVEY DISK
 DF0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0049_SP_SET: BRIDGE
 DF0049_STAMPING: 22.199 LLW PULASKI
 DF0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0049
 DF0049  HISTORY     - Date     Condition        Report By
 DF0049  HISTORY     - UNK      MONUMENTED       DOD
 DF0049  HISTORY     - 1933     GOOD             NGS
 DF0049  HISTORY     - 1980     MARK NOT FOUND   NGS
 DF0049
 DF0049                          STATION DESCRIPTION
 DF0049
 DF0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0049'5 MI SE FROM MERIWETHER.
 DF0049'5.0 MILES SOUTHEAST ALONG THE CHARLESTON AND WESTERN CAROLINA
 DF0049'RAILWAY FROM MERIWETHER, MCCORMICK COUNTY, 0.5 MILE SOUTH OF
 DF0049'MILEPOST 17, AT THE BRIDGE OVER SAVANNAH RIVER, IN THE TOP OF
 DF0049'THE NORTH END OF THE EAST GRANITE PIER, 5 FEET NORTH OF THE NORTH
 DF0049'RAIL, AND 8 FEET LOWER THAN THE RAIL.  A CORPS OF ENGINEERS,
 DF0049'U.S. ARMY, STANDARD DISK, STAMPED 22.199 L.L.W. PULASKI.
 DF0049
 DF0049                          STATION RECOVERY (1980)
 DF0049
 DF0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF0049'CONSIDERED DESTROYED, THE DESCRIBED AREA WAS FOUND AND EVIDENCE OF
 DF0049'WHERE THE MARK HAD BEEN SHOWED IT HAD BEEN REMOVED BY EXTENSIVE
 DF0049'DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5711 ***********************************************************************
 CK5711  DESIGNATION -  2230
 CK5711  PID         -  CK5711
 CK5711  STATE/COUNTY-  SC/COLLETON
 CK5711  USGS QUAD   -  EDISTO ISLAND (1972)
 CK5711
 CK5711                         *CURRENT SURVEY CONTROL
 CK5711  ___________________________________________________________________
 CK5711* NAD 83(2001)-  32 30 31.97354(N)    080 17 21.61079(W)     ADJUSTED  
 CK5711* NAVD 88     -         2.421  (meters)       7.94   (feet)  ADJUSTED  
 CK5711  ___________________________________________________________________
 CK5711  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 CK5711  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 CK5711  DYNAMIC HT  -           2.418 (meters)       7.93  (feet)  COMP
 CK5711  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 CK5711
 CK5711  HORZ ORDER  -  THIRD
 CK5711  VERT ORDER  -  THIRD
 CK5711
 CK5711.The horizontal coordinates were established by classical geodetic methods
 CK5711.and adjusted by the National Geodetic Survey in March 2004..
 CK5711
 CK5711.The orthometric height was determined by differential leveling
 CK5711.and adjusted by the National Geodetic Survey in April 1995..
 CK5711
 CK5711.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5711
 CK5711.The geoid height was determined by GEOID03.
 CK5711
 CK5711.The dynamic height is computed by dividing the NAVD 88
 CK5711.geopotential number by the normal gravity value computed on the
 CK5711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5711.degrees latitude (g = 980.6199 gals.).
 CK5711
 CK5711.The modeled gravity was interpolated from observed gravity values.
 CK5711
 CK5711;                    North         East     Units Scale Factor Converg.
 CK5711;SPC SC       -    75,151.329   676,378.570   MT  0.99999688   +0 23 38.4
 CK5711;SPC SC       -   246,559.48  2,219,089.80   iFT  0.99999688   +0 23 38.4
 CK5711;UTM  17      - 3,597,066.139   566,753.322   MT  0.99965495   +0 22 55.0
 CK5711
 CK5711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5711!SPC SC       -   1.00000469  x   0.99999688  =   1.00000157
 CK5711!UTM  17      -   1.00000469  x   0.99965495  =   0.99965964
 CK5711
 CK5711                          SUPERSEDED SURVEY CONTROL
 CK5711
 CK5711  NAD 83(1986)-  32 30 31.98380(N)    080 17 21.61262(W) AD(       ) 3
 CK5711  NGVD 29 (04/23/92)    2.712  (m)            8.90   (f) ADJUSTED    3 0
 CK5711
 CK5711.Superseded values are not recommended for survey control.
 CK5711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5711.See file dsdata.txt to determine how the superseded data were derived.
 CK5711
 CK5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6675397066(NAD 83)
 CK5711_MARKER: P = PIPE CAP
 CK5711_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5711_STAMPING: 2230 1988
 CK5711_MARK LOGO: SCCC  
 CK5711_PROJECTION: RECESSED 61 CENTIMETERS
 CK5711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5711+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 CK5711
 CK5711  HISTORY     - Date     Condition        Report By
 CK5711  HISTORY     - 1988     MONUMENTED       SCCC
 CK5711  HISTORY     - 19920210 GOOD             SURTEC
 CK5711  HISTORY     - 20031216 GOOD             SCGS
 CK5711  HISTORY     - 20050829 GOOD             SCGS
 CK5711
 CK5711                          STATION DESCRIPTION
 CK5711
 CK5711'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5711'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE PAVILLION IN THE
 CK5711'STATE PARK, GO NORTHEAST FOR 0.35 MILES ALONG THE BEACH FROM THE
 CK5711'PAVILLION TO THE STATION LOCATED ON THE LEFT.  MARKER IS 27.7 FEET
 CK5711'EAST SOUTHEAST OF THE PALM TREE AND 16.7 FEET EAST OF THE PALM
 CK5711'TREE.  MARK IS PROJECTING 0.2 FEET ABOVE THE SURFACE OF THE
 CK5711'GROUND.  MARK IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 CK5711'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE.
 CK5711
 CK5711                          STATION RECOVERY (1992)
 CK5711
 CK5711'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK5711'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SC DEPARTMENT OF PARKS,
 CK5711'RECREATION AND TOURISM, 8377 SAINT CABIN ROAD, EDISTO ISLAND, SC
 CK5711'29438, PHONE 803-869-2156.
 CK5711'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK5711'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK5711'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK5711'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.6 MILES (34.8 KM)
 CK5711'TO THE ENTRANCE TO EDISTO ISLAND STATE PARK, GO NORTHEAST ON ENTRANCE
 CK5711'ROAD FOR 0.1 MILES (0.2 KM) TO THE RANGER CHECK STATION, FOLLOW ONE
 CK5711'WAY GRAVEL ROAD RIGHT TO CAMPING AREA, NORTHEASTERLY FOR 0.45 MILES
 CK5711'(0.72 KM) TO NORTHERN END OF ROAD CAMP SITES NUMBER 24 AND SIGN FISH
 CK5711'CLEANING TABLE, GO NORTHEAST ALONG BEACH FOR APPROXIMATELY 175 FEET
 CK5711'(53.3 M) TO THE STATION ON LEFT IN DUNE LINE.
 CK5711'STATION IS A STANDARD DISK ON A 2-INCH PVC PIPE ENCASED IN A 6-INCH
 CK5711'PVC PIPE SURROUNDED BY CONCRETE 0.2 FEET (6.1 CM) BELOW THE GROUND,
 CK5711'75 FEET (22.9 M) NORTHWEST OF THE APPROXIMATE MEAN HIGH WATER LINE,
 CK5711'16.2 FEET (4.9 M) EAST NORTHEAST OF AN 8-INCH PALMETTO TREE.
 CK5711
 CK5711                          STATION RECOVERY (2003)
 CK5711
 CK5711'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5711'RECOVERED AS DESCRIBED, STATION IS RECESSED 2 FEET AND ON THE EDGE OF
 CK5711'A SMALL DUNE  SYSTEM, STATION WILL PROBABLY BE DESTROYED BY EROSION IN
 CK5711'THE FUTURE. RECOVERY BY L.A. LAPINE.
 CK5711
 CK5711                          STATION RECOVERY (2005)
 CK5711
 CK5711'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5711'RECOVERED AS DESCRIBED, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
 CK5711'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5712 ***********************************************************************
 CK5712  DESIGNATION -  2250
 CK5712  PID         -  CK5712
 CK5712  STATE/COUNTY-  SC/COLLETON
 CK5712  USGS QUAD   -  EDISTO ISLAND (1972)
 CK5712
 CK5712                         *CURRENT SURVEY CONTROL
 CK5712  ___________________________________________________________________
 CK5712* NAD 83(2001)-  32 30 44.47135(N)    080 17 03.46542(W)     ADJUSTED  
 CK5712* NAVD 88     -         1.712  (meters)       5.62   (feet)  ADJUSTED  
 CK5712  ___________________________________________________________________
 CK5712  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CK5712  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 CK5712  DYNAMIC HT  -           1.710 (meters)       5.61  (feet)  COMP
 CK5712  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 CK5712
 CK5712  HORZ ORDER  -  THIRD
 CK5712  VERT ORDER  -  THIRD
 CK5712
 CK5712.The horizontal coordinates were established by classical geodetic methods
 CK5712.and adjusted by the National Geodetic Survey in March 2004..
 CK5712
 CK5712.The orthometric height was determined by differential leveling
 CK5712.and adjusted by the National Geodetic Survey in April 1995..
 CK5712
 CK5712.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5712
 CK5712.The geoid height was determined by GEOID03.
 CK5712
 CK5712.The dynamic height is computed by dividing the NAVD 88
 CK5712.geopotential number by the normal gravity value computed on the
 CK5712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5712.degrees latitude (g = 980.6199 gals.).
 CK5712
 CK5712.The modeled gravity was interpolated from observed gravity values.
 CK5712
 CK5712;                    North         East     Units Scale Factor Converg.
 CK5712;SPC SC       -    75,539.574   676,849.523   MT  0.99999567   +0 23 48.4
 CK5712;SPC SC       -   247,833.25  2,220,634.92   iFT  0.99999567   +0 23 48.4
 CK5712;UTM  17      - 3,597,454.152   567,224.196   MT  0.99965572   +0 23 04.9
 CK5712
 CK5712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5712!SPC SC       -   1.00000481  x   0.99999567  =   1.00000048
 CK5712!UTM  17      -   1.00000481  x   0.99965572  =   0.99966052
 CK5712
 CK5712                          SUPERSEDED SURVEY CONTROL
 CK5712
 CK5712  NAD 83(1986)-  32 30 44.48114(N)    080 17 03.46708(W) AD(       ) 3
 CK5712  NGVD 29 (04/23/92)    2.003  (m)            6.57   (f) ADJUSTED    3 0
 CK5712
 CK5712.Superseded values are not recommended for survey control.
 CK5712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5712.See file dsdata.txt to determine how the superseded data were derived.
 CK5712
 CK5712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6722497454(NAD 83)
 CK5712_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5712_SETTING: 0 = UNSPECIFIED SETTING
 CK5712_STAMPING: 2250 1988
 CK5712_MARK LOGO: SCCC  
 CK5712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5712+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5712
 CK5712  HISTORY     - Date     Condition        Report By
 CK5712  HISTORY     - 1988     MONUMENTED       SCCC
 CK5712  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 CK5712  HISTORY     - 20031216 MARK NOT FOUND   SCGS
 CK5712
 CK5712                          STATION DESCRIPTION
 CK5712
 CK5712'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5712'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE PAVILLION IN THE
 CK5712'STATE PARK, GO NORTHEAST FOR 0.7 MILES ALONG THE BEACH FROM THE
 CK5712'PAVILLION TO THE STATION LOCATED ON THE LEFT.  MARKER IS 2.0 FEET
 CK5712'SOUTH SOUTHEAST OF THE SURVEY POST.  MARK IS PROJECTING 0.2 FEET
 CK5712'ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5712'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5712'PIPE SURROUNDED BY CONCRETE.
 CK5712
 CK5712                          STATION RECOVERY (1995)
 CK5712
 CK5712'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5712'MARK NOT FOUND.
 CK5712
 CK5712                          STATION RECOVERY (2003)
 CK5712
 CK5712'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5712'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5712'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5712'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED INTO THE OCEAN,
 CK5712'EROSION HAS COMPLETELY TAKEN THE DUNE SYSTEM,  PRESUMED DESTROYED.
 CK5712'RECOVERY BY L.A. LAPINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5713 ***********************************************************************
 CK5713  DESIGNATION -  2270
 CK5713  PID         -  CK5713
 CK5713  STATE/COUNTY-  SC/COLLETON
 CK5713  USGS QUAD   -  EDISTO ISLAND (1972)
 CK5713
 CK5713                         *CURRENT SURVEY CONTROL
 CK5713  ___________________________________________________________________
 CK5713* NAD 83(2001)-  32 30 51.67765(N)    080 16 52.94969(W)     ADJUSTED  
 CK5713* NAVD 88     -         1.519  (meters)       4.98   (feet)  ADJUSTED  
 CK5713  ___________________________________________________________________
 CK5713  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 CK5713  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 CK5713  DYNAMIC HT  -           1.517 (meters)       4.98  (feet)  COMP
 CK5713  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 CK5713
 CK5713  HORZ ORDER  -  THIRD
 CK5713  VERT ORDER  -  THIRD
 CK5713
 CK5713.The horizontal coordinates were established by classical geodetic methods
 CK5713.and adjusted by the National Geodetic Survey in March 2004..
 CK5713
 CK5713.The orthometric height was determined by differential leveling
 CK5713.and adjusted by the National Geodetic Survey in April 1995..
 CK5713
 CK5713.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5713
 CK5713.The geoid height was determined by GEOID03.
 CK5713
 CK5713.The dynamic height is computed by dividing the NAVD 88
 CK5713.geopotential number by the normal gravity value computed on the
 CK5713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5713.degrees latitude (g = 980.6199 gals.).
 CK5713
 CK5713.The modeled gravity was interpolated from observed gravity values.
 CK5713
 CK5713;                    North         East     Units Scale Factor Converg.
 CK5713;SPC SC       -    75,763.458   677,122.444   MT  0.99999498   +0 23 54.3
 CK5713;SPC SC       -   248,567.78  2,221,530.33   iFT  0.99999498   +0 23 54.3
 CK5713;UTM  17      - 3,597,677.903   567,497.071   MT  0.99965618   +0 23 10.6
 CK5713
 CK5713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5713!SPC SC       -   1.00000484  x   0.99999498  =   0.99999982
 CK5713!UTM  17      -   1.00000484  x   0.99965618  =   0.99966102
 CK5713
 CK5713                          SUPERSEDED SURVEY CONTROL
 CK5713
 CK5713  NAD 83(1986)-  32 30 51.68716(N)    080 16 52.95140(W) AD(       ) 3
 CK5713  NGVD 29 (04/23/92)    1.810  (m)            5.94   (f) ADJUSTED    3 0
 CK5713
 CK5713.Superseded values are not recommended for survey control.
 CK5713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5713.See file dsdata.txt to determine how the superseded data were derived.
 CK5713
 CK5713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6749797678(NAD 83)
 CK5713_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5713_SETTING: 0 = UNSPECIFIED SETTING
 CK5713_STAMPING: 2270 1988
 CK5713_MARK LOGO: SCCC  
 CK5713_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5713+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5713
 CK5713  HISTORY     - Date     Condition        Report By
 CK5713  HISTORY     - 1988     MONUMENTED       SCCC
 CK5713  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 CK5713  HISTORY     - 20031216 MARK NOT FOUND   SCGS
 CK5713
 CK5713                          STATION DESCRIPTION
 CK5713
 CK5713'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5713'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE PAVILLION IN THE
 CK5713'STATE PARK, GO NORTHEAST FOR 1.1 MILES ALONG THE BEACH FROM THE
 CK5713'PAVILLION TO THE STATION LOCATED ON THE LEFT.  MARKER IS 2.0 FEET
 CK5713'SOUTH SOUTHEAST OF THE SURVEY POST.  MARK IS PROJECTING 0.2 FEET
 CK5713'ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5713'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5713'PIPE SURROUNDED BY CONCRETE.
 CK5713
 CK5713                          STATION RECOVERY (1995)
 CK5713
 CK5713'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5713'MARK NOT FOUND.
 CK5713
 CK5713                          STATION RECOVERY (2003)
 CK5713
 CK5713'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5713'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5713'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5713'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED INTO THE OCEAN,
 CK5713'EROSION HAS COMPLETELY TAKEN THE DUNE SYSTEM,  PRESUMED DESTROYED.
 CK5713'RECOVERY BY L.A. LAPINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5714 ***********************************************************************
 CK5714  DESIGNATION -  2290
 CK5714  PID         -  CK5714
 CK5714  STATE/COUNTY-  SC/COLLETON
 CK5714  USGS QUAD   -  EDISTO ISLAND (1972)
 CK5714
 CK5714                         *CURRENT SURVEY CONTROL
 CK5714  ___________________________________________________________________
 CK5714* NAD 83(2001)-  32 31 00.20607(N)    080 16 40.57985(W)     ADJUSTED  
 CK5714* NAVD 88     -         1.892  (meters)       6.21   (feet)  ADJUSTED  
 CK5714  ___________________________________________________________________
 CK5714  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CK5714  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 CK5714  DYNAMIC HT  -           1.890 (meters)       6.20  (feet)  COMP
 CK5714  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CK5714
 CK5714  HORZ ORDER  -  THIRD
 CK5714  VERT ORDER  -  THIRD
 CK5714
 CK5714.The horizontal coordinates were established by classical geodetic methods
 CK5714.and adjusted by the National Geodetic Survey in March 2004..
 CK5714
 CK5714.The orthometric height was determined by differential leveling
 CK5714.and adjusted by the National Geodetic Survey in April 1995..
 CK5714
 CK5714.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5714
 CK5714.The geoid height was determined by GEOID03.
 CK5714
 CK5714.The dynamic height is computed by dividing the NAVD 88
 CK5714.geopotential number by the normal gravity value computed on the
 CK5714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5714.degrees latitude (g = 980.6199 gals.).
 CK5714
 CK5714.The modeled gravity was interpolated from observed gravity values.
 CK5714
 CK5714;                    North         East     Units Scale Factor Converg.
 CK5714;SPC SC       -    76,028.413   677,443.458   MT  0.99999415   +0 24 01.1
 CK5714;SPC SC       -   249,437.05  2,222,583.52   iFT  0.99999415   +0 24 01.1
 CK5714;UTM  17      - 3,597,942.700   567,818.033   MT  0.99965671   +0 23 17.4
 CK5714
 CK5714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5714!SPC SC       -   1.00000478  x   0.99999415  =   0.99999893
 CK5714!UTM  17      -   1.00000478  x   0.99965671  =   0.99966149
 CK5714
 CK5714                          SUPERSEDED SURVEY CONTROL
 CK5714
 CK5714  NAD 83(1986)-  32 31 00.21532(N)    080 16 40.58159(W) AD(       ) 3
 CK5714  NGVD 29 (04/23/92)    2.183  (m)            7.16   (f) ADJUSTED    3 0
 CK5714
 CK5714.Superseded values are not recommended for survey control.
 CK5714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5714.See file dsdata.txt to determine how the superseded data were derived.
 CK5714
 CK5714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR6781897943(NAD 83)
 CK5714_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5714_SETTING: 0 = UNSPECIFIED SETTING
 CK5714_STAMPING: 2290 1988
 CK5714_MARK LOGO: SCCC  
 CK5714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5714+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CK5714
 CK5714  HISTORY     - Date     Condition        Report By
 CK5714  HISTORY     - 1988     MONUMENTED       SCCC
 CK5714  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 CK5714  HISTORY     - 20031216 MARK NOT FOUND   SCGS
 CK5714
 CK5714                          STATION DESCRIPTION
 CK5714
 CK5714'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5714'THE STATION IS LOCATED ON EDISTO BEACH.  FROM THE PAVILLION IN THE
 CK5714'STATE PARK, GO NORTHEAST FOR 1.3 MILES ALONG THE BEACH FROM THE
 CK5714'PAVILLION TO THE STATION LOCATED ON THE LEFT.  MARKER IS 2.0 FEET
 CK5714'SOUTH SOUTHEAST OF THE SURVEY POST.  MARK IS PROJECTING 0.2 FEET
 CK5714'ABOVE THE SURFACE OF THE GROUND.  MARK IS A STANDARD BRASS CAP
 CK5714'ATTACHED TO A 2-INCH PVC PIPE, WHICH IS SET INSIDE OF A 6-INCH PVC
 CK5714'PIPE SURROUNDED BY CONCRETE.
 CK5714
 CK5714                          STATION RECOVERY (1995)
 CK5714
 CK5714'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5714'MARK NOT FOUND.
 CK5714
 CK5714                          STATION RECOVERY (2003)
 CK5714
 CK5714'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK5714'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5714'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5714'LOCATED THIS STATION WITH NO  RESULTS,   POSITION LED INTO THE OCEAN,
 CK5714'EROSION HAS COMPLETELY TAKEN THE DUNE SYSTEM,  PRESUMED DESTROYED.
 CK5714'RECOVERY BY L.A. LAPINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1023 ***********************************************************************
 DE1023  DESIGNATION -  229.3
 DE1023  PID         -  DE1023
 DE1023  STATE/COUNTY-  SC/AIKEN
 DE1023  USGS QUAD   -  GRANITEVILLE (1980)
 DE1023
 DE1023                         *CURRENT SURVEY CONTROL
 DE1023  ___________________________________________________________________
 DE1023* NAD 83(1986)-  33 34 28.     (N)    081 48 18.     (W)     SCALED    
 DE1023* NAVD 88     -        69.652  (meters)     228.52   (feet)  ADJUSTED  
 DE1023  ___________________________________________________________________
 DE1023  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DE1023  DYNAMIC HT  -          69.578 (meters)     228.27  (feet)  COMP
 DE1023  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 DE1023
 DE1023  VERT ORDER  -  FIRST     CLASS II
 DE1023
 DE1023.The horizontal coordinates were scaled from a topographic map and have
 DE1023.an estimated accuracy of +/- 6 seconds.
 DE1023
 DE1023.The orthometric height was determined by differential leveling
 DE1023.and adjusted by the National Geodetic Survey in June 1991..
 DE1023.WARNING-Repeat measurements at this control monument indicate possible
 DE1023.vertical movement.
 DE1023
 DE1023.The geoid height was determined by GEOID03.
 DE1023
 DE1023.The dynamic height is computed by dividing the NAVD 88
 DE1023.geopotential number by the normal gravity value computed on the
 DE1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1023.degrees latitude (g = 980.6199 gals.).
 DE1023
 DE1023.The modeled gravity was interpolated from observed gravity values.
 DE1023
 DE1023;                    North         East    Units  Estimated Accuracy
 DE1023;SPC SC       -   193,370.      534,880.      MT  (+/- 180 meters Scaled)
 DE1023
 DE1023                          SUPERSEDED SURVEY CONTROL
 DE1023
 DE1023  NGVD 29 (??/??/92)   69.875  (m)          229.25   (f) ADJ UNCH    1 2
 DE1023
 DE1023.Superseded values are not recommended for survey control.
 DE1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1023.See file dsdata.txt to determine how the superseded data were derived.
 DE1023
 DE1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT252152(NAD 83)
 DE1023_MARKER: DB = BENCH MARK DISK
 DE1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DE1023_SP_SET: CONCRETE BASE
 DE1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1023
 DE1023  HISTORY     - Date     Condition        Report By
 DE1023  HISTORY     - UNK      MONUMENTED       USGS
 DE1023  HISTORY     - 1960     GOOD             NGS
 DE1023  HISTORY     - 1979     GOOD             NGS
 DE1023  HISTORY     - 19920915 MARK NOT FOUND   SCGS
 DE1023  HISTORY     - 20001205 MARK NOT FOUND   SCGS
 DE1023
 DE1023                          STATION DESCRIPTION
 DE1023
 DE1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE1023'0.6 MI N FROM GRANITEVILLE.
 DE1023'ABOUT 0.6 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 DE1023'AT GRANITEVILLE, 71 YARDS SOUTH OF CROSSING OF STATE HIGHWAY 191,
 DE1023'AT CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, 56 FEET
 DE1023'EAST OF EAST RAIL, IN THE TOP OF NORTHWEST CORNER OF NORTH
 DE1023'CONCRETE BASE OF STEEL TOWER OF POWER TRANSMISSION LINE AND
 DE1023'ABOUT 2 FEET BELOW LEVEL OF TRACK.
 DE1023
 DE1023                          STATION RECOVERY (1979)
 DE1023
 DE1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DE1023'RECOVERED IN GOOD CONDITION.
 DE1023
 DE1023                          STATION RECOVERY (1992)
 DE1023
 DE1023'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE1023'MARK NOT FOUND.
 DE1023
 DE1023                          STATION RECOVERY (2000)
 DE1023
 DE1023'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE1023'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, PRESUMED DESTROYED
 DE1023'BY A TRANSMISSION TOWER.  RECOVERY BY M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0308 ***********************************************************************
 DD0308  DESIGNATION -  23
 DD0308  PID         -  DD0308
 DD0308  STATE/COUNTY-  SC/GEORGETOWN
 DD0308  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0308
 DD0308                         *CURRENT SURVEY CONTROL
 DD0308  ___________________________________________________________________
 DD0308* NAD 83(1986)-  33 22 00.     (N)    079 17 39.     (W)     SCALED    
 DD0308* NAVD 88     -         4.369  (meters)      14.33   (feet)  POSTED    
 DD0308  ___________________________________________________________________
 DD0308  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD0308  DYNAMIC HT  -           4.360 (meters)      14.30  (feet)  COMP
 DD0308  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DD0308
 DD0308  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DD0308
 DD0308.The horizontal coordinates were scaled from a topographic map and have
 DD0308.an estimated accuracy of +/- 6 seconds.
 DD0308
 DD0308.The orthometric height was determined by differential leveling
 DD0308.and adjusted by the National Geodetic Survey in 1992..
 DD0308.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DD0308.rate of 0.0 thru 1.0 mm/km.
 DD0308
 DD0308.The geoid height was determined by GEOID03.
 DD0308
 DD0308.The dynamic height is computed by dividing the NAVD 88
 DD0308.geopotential number by the normal gravity value computed on the
 DD0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0308.degrees latitude (g = 980.6199 gals.).
 DD0308
 DD0308.The modeled gravity was interpolated from observed gravity values.
 DD0308
 DD0308;                    North         East    Units  Estimated Accuracy
 DD0308;SPC SC       -   171,350.      768,320.      MT  (+/- 180 meters Scaled)
 DD0308
 DD0308                          SUPERSEDED SURVEY CONTROL
 DD0308
 DD0308  NGVD 29 (??/??/92)    4.678  (m)           15.35   (f) ADJ UNCH    1 2
 DD0308
 DD0308.Superseded values are not recommended for survey control.
 DD0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0308.See file dsdata.txt to determine how the superseded data were derived.
 DD0308
 DD0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS586932(NAD 83)
 DD0308_MARKER: N = NAIL
 DD0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0308_SP_SET: TREE
 DD0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0308
 DD0308  HISTORY     - Date     Condition        Report By
 DD0308  HISTORY     - UNK      MONUMENTED       SCHD
 DD0308  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0308  HISTORY     - 20040705 MARK NOT FOUND   USPSQD
 DD0308
 DD0308                          STATION DESCRIPTION
 DD0308
 DD0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0308'AT GEORGETOWN.
 DD0308'AT GEORGETOWN, GEORGETOWN COUNTY, IN FRONT OF THE ATLANTIC COAST
 DD0308'LUMBER CORPORATION BUILDING, AT THE JUNCTION OF U.S. HIGHWAY 701
 DD0308'AND BUTT STREET, 80.5 FEET SOUTHWEST OF THE CENTERLINE OF BUTT
 DD0308'STREET, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27.6
 DD0308'FEET NORTHWEST OF THE BUILDING LINE, IN THE WEST ROOT OF AN
 DD0308'18-INCH ELM TREE, WITNESSED BY A WOODEN ARROW, AND LEVEL WITH
 DD0308'THE HIGHWAY.  A NAIL AND WASHER.
 DD0308
 DD0308                          STATION RECOVERY (2004)
 DD0308
 DD0308'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0022 ***********************************************************************
 CJ0022  DESIGNATION -  23
 CJ0022  PID         -  CJ0022
 CJ0022  STATE/COUNTY-  SC/CHARLESTON
 CJ0022  USGS QUAD   -  SEWEE BAY (1992)
 CJ0022
 CJ0022                         *CURRENT SURVEY CONTROL
 CJ0022  ___________________________________________________________________
 CJ0022* NAD 83(1986)-  32 54 11.     (N)    079 43 44.     (W)     SCALED    
 CJ0022* NAVD 88     -         7.335  (meters)      24.06   (feet)  ADJUSTED  
 CJ0022  ___________________________________________________________________
 CJ0022  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 CJ0022  DYNAMIC HT  -           7.327 (meters)      24.04  (feet)  COMP
 CJ0022  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 CJ0022
 CJ0022  VERT ORDER  -  FIRST     CLASS I
 CJ0022
 CJ0022.The horizontal coordinates were scaled from a topographic map and have
 CJ0022.an estimated accuracy of +/- 6 seconds.
 CJ0022
 CJ0022.The orthometric height was determined by differential leveling
 CJ0022.and adjusted by the National Geodetic Survey in June 1991..
 CJ0022
 CJ0022.The geoid height was determined by GEOID03.
 CJ0022
 CJ0022.The dynamic height is computed by dividing the NAVD 88
 CJ0022.geopotential number by the normal gravity value computed on the
 CJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0022.degrees latitude (g = 980.6199 gals.).
 CJ0022
 CJ0022.The modeled gravity was interpolated from observed gravity values.
 CJ0022
 CJ0022;                    North         East    Units  Estimated Accuracy
 CJ0022;SPC SC       -   119,360.      728,500.      MT  (+/- 180 meters Scaled)
 CJ0022
 CJ0022                          SUPERSEDED SURVEY CONTROL
 CJ0022
 CJ0022  NGVD 29 (03/21/89)    7.632  (m)           25.04   (f) ADJUSTED    1 1
 CJ0022
 CJ0022.Superseded values are not recommended for survey control.
 CJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0022.See file dsdata.txt to determine how the superseded data were derived.
 CJ0022
 CJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS188412(NAD 83)
 CJ0022_MARKER: DD = SURVEY DISK
 CJ0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CJ0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CJ0022_STAMPING: 25.069
 CJ0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0022
 CJ0022  HISTORY     - Date     Condition        Report By
 CJ0022  HISTORY     - UNK      MONUMENTED       USGS
 CJ0022  HISTORY     - 1962     GOOD             NGS
 CJ0022  HISTORY     - 1979     MARK NOT FOUND   NGS
 CJ0022
 CJ0022                          STATION DESCRIPTION
 CJ0022
 CJ0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CJ0022'11.9 MI NE FROM MOUNT PLEASANT.
 CJ0022'11.9 MILES NORTH ALONG U.S. HIGHWAY 701 FROM MOUNT PLEASANT,
 CJ0022'CHARLESTON COUNTY, 250 FEET SOUTHWEST OF HIGHWAY STATION 725,
 CJ0022'10 FEET SOUTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHEAST,
 CJ0022'OPPOSITE THE C. WHITESIDES MAILBOX IN 1934, 29.5 FEET SOUTHEAST
 CJ0022'OF THE SOUTHEAST EDGE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 CJ0022'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 25.069
 CJ0022'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 CJ0022'18 INCHES ABOVE GROUND.
 CJ0022
 CJ0022                          STATION RECOVERY (1979)
 CJ0022
 CJ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0022'NOT RECOVERED.  NOTE=THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3051 ***********************************************************************
 EC3051  DESIGNATION -  23
 EC3051  PID         -  EC3051
 EC3051  STATE/COUNTY-  SC/RICHLAND
 EC3051  USGS QUAD   -  IRMO (1990)
 EC3051
 EC3051                         *CURRENT SURVEY CONTROL
 EC3051  ___________________________________________________________________
 EC3051* NAD 83(1986)-  34 05 01.     (N)    081 08 17.     (W)     SCALED    
 EC3051* NAVD 88     -       105.317  (meters)     345.53   (feet)  ADJUSTED  
 EC3051  ___________________________________________________________________
 EC3051  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 EC3051  DYNAMIC HT  -         105.211 (meters)     345.18  (feet)  COMP
 EC3051  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 EC3051
 EC3051  VERT ORDER  -  FIRST     CLASS II
 EC3051
 EC3051.The horizontal coordinates were scaled from a topographic map and have
 EC3051.an estimated accuracy of +/- 6 seconds.
 EC3051
 EC3051.The orthometric height was determined by differential leveling
 EC3051.and adjusted by the National Geodetic Survey in March 1994..
 EC3051
 EC3051.The geoid height was determined by GEOID03.
 EC3051
 EC3051.The dynamic height is computed by dividing the NAVD 88
 EC3051.geopotential number by the normal gravity value computed on the
 EC3051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3051.degrees latitude (g = 980.6199 gals.).
 EC3051
 EC3051.The modeled gravity was interpolated from observed gravity values.
 EC3051
 EC3051;                    North         East    Units  Estimated Accuracy
 EC3051;SPC SC       -   249,560.      596,860.      MT  (+/- 180 meters Scaled)
 EC3051
 EC3051                          SUPERSEDED SURVEY CONTROL
 EC3051
 EC3051.No superseded survey control is available for this station.
 EC3051
 EC3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT872714(NAD 83)
 EC3051_MARKER: DD = SURVEY DISK
 EC3051_SETTING: 0 = UNSPECIFIED SETTING
 EC3051_STAMPING: 23 EL. 346.51 N13677.31 E16844.99
 EC3051_MARK LOGO: NONE  
 EC3051_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EC3051
 EC3051  HISTORY     - Date     Condition        Report By
 EC3051  HISTORY     - UNK      MONUMENTED       RBNF
 EC3051  HISTORY     - 19930204 GOOD             SCGS
 EC3051
 EC3051                          STATION DESCRIPTION
 EC3051
 EC3051'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3051'STATION IS LOCATED 2.6 MILES (4.2 KM) EAST OF IRMO. OWNERSHIP--SCDHPT,
 EC3051'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3051'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3051'176 (BROAD RIVER ROAD) AND STATE HIGHWAY 60 (NEWBERRY AVENUE), 2.2
 EC3051'MILES (3.5 KM) EAST OF IRMO, GO SOUTHEAST ON HIGHWAY 176 FOR 0.4 MILE
 EC3051'(0.6 KM) TO THE STATION NEAR TWO FLOODLIGHTS IN THE SOUTH ANGLE OF
 EC3051'THE JUNCTION OF STATE ROAD 674 (PINEY WOODS ROAD). STATION IS A DISK
 EC3051'IN A CONCRETE FILLED 0.4 FOOT (12.2 CM) PVC PIPE PROJECTING 0.5 FOOT
 EC3051'(15.2 CM) AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 41.7 FEET (12.7 M)
 EC3051'EAST SOUTHEAST OF THE CENTER OF THE ROAD, 62.2 FEET (19.0 M) SOUTH
 EC3051'SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 26.5
 EC3051'FEET (8.1 M) SOUTH SOUTHWEST OF SURVEY STATION 40 005, 72.6 FEET
 EC3051'(22.1 M) EAST OF A POWER LINE STUB POLE C-39011 WITH TWO GUY WIRES,
 EC3051'10.2 FEET (3.1 M) NORTHWEST OF THE WEST EDGE OF THE SOUTHEAST ONE OF
 EC3051'TWO WOODEN ENTRANCE SIGNS (HARBISON), 24.1 FEET (7.3 M) SOUTH
 EC3051'SOUTHEAST OF A WITNESS POST AT THE BASE OF A STOP SIGN POST.
 EC3051'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2900 ***********************************************************************
 FB2900  CBN         -  This is a Cooperative Base Network Control Station.
 FB2900  DESIGNATION -  23 002
 FB2900  PID         -  FB2900
 FB2900  STATE/COUNTY-  SC/GREENVILLE
 FB2900  USGS QUAD   -  SLATER (1983)
 FB2900
 FB2900                         *CURRENT SURVEY CONTROL
 FB2900  ___________________________________________________________________
 FB2900* NAD 83(2001)-  35 05 10.70685(N)    082 27 03.57890(W)     ADJUSTED  
 FB2900* NAVD 88     -       363.171  (meters)    1191.50   (feet)  ADJUSTED  
 FB2900  ___________________________________________________________________
 FB2900  X           -     686,456.221 (meters)                     COMP
 FB2900  Y           -  -5,179,912.912 (meters)                     COMP
 FB2900  Z           -   3,645,896.968 (meters)                     COMP
 FB2900  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 FB2900  ELLIP HEIGHT-         331.87  (meters)          (09/24/02) GPS OBS
 FB2900  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FB2900  DYNAMIC HT  -         362.797 (meters)    1190.28  (feet)  COMP
 FB2900  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 FB2900
 FB2900  HORZ ORDER  -  A
 FB2900  VERT ORDER  -  FIRST     CLASS II
 FB2900  ELLP ORDER  -  FOURTH    CLASS I
 FB2900
 FB2900.The horizontal coordinates were established by GPS observations
 FB2900.and adjusted by the National Geodetic Survey in September 2002..
 FB2900
 FB2900.The orthometric height was determined by differential leveling
 FB2900.and adjusted by the National Geodetic Survey in August 1993..
 FB2900
 FB2900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2900
 FB2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2900
 FB2900.The ellipsoidal height was determined by GPS observations
 FB2900.and is referenced to NAD 83.
 FB2900
 FB2900.The geoid height was determined by GEOID03.
 FB2900
 FB2900.The dynamic height is computed by dividing the NAVD 88
 FB2900.geopotential number by the normal gravity value computed on the
 FB2900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2900.degrees latitude (g = 980.6199 gals.).
 FB2900
 FB2900.The modeled gravity was interpolated from observed gravity values.
 FB2900
 FB2900;                    North         East     Units Scale Factor Converg.
 FB2900;SPC SC       -   361,701.449   477,271.780   MT  1.00009977   -0 48 15.9
 FB2900;SPC SC       - 1,186,684.54  1,565,852.30   iFT  1.00009977   -0 48 15.9
 FB2900;UTM  17      - 3,883,577.149   367,728.725   MT  0.99981562   -0 50 03.0
 FB2900
 FB2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2900!SPC SC       -   0.99994791  x   1.00009977  =   1.00004768
 FB2900!UTM  17      -   0.99994791  x   0.99981562  =   0.99976354
 FB2900
 FB2900:                Primary Azimuth Mark                     Grid Az
 FB2900:SPC SC       -  23 002 AZ MK PTA                         044 03 35.0
 FB2900:UTM  17      -  23 002 AZ MK PTA                         044 05 22.1
 FB2900
 FB2900|---------------------------------------------------------------------|
 FB2900| PID    Reference Object                     Distance      Geod. Az  |
 FB2900|                                                           dddmmss.s |
 FB2900| FB2897 23 002 AZ MK PTA                    APPROX. 0.5 KM 0431519.1 |
 FB2900| FB2898 23 002 AZ MK                        APPROX. 0.5 KM 0431516.6 |
 FB2900|---------------------------------------------------------------------|
 FB2900
 FB2900                          SUPERSEDED SURVEY CONTROL
 FB2900
 FB2900  NAD 83(1986)-  35 05 10.71325(N)    082 27 03.57789(W) AD(       ) 1
 FB2900  NAD 83(1995)-  35 05 10.70674(N)    082 27 03.57884(W) AD(       ) A
 FB2900  ELLIP H (09/11/96)  331.92   (m)                       GP(       ) 3 1
 FB2900  NAD 83(1994)-  35 05 10.70601(N)    082 27 03.57787(W) AD(       ) A
 FB2900  ELLIP H (03/09/95)  331.91   (m)                       GP(       ) 1 1
 FB2900  NAD 83(1986)-  35 05 10.71643(N)    082 27 03.58151(W) AD(       ) 1
 FB2900  NAD 27      -  35 05 10.29901(N)    082 27 04.14387(W) AD(       ) 2
 FB2900  NAVD 88 (03/09/95)  363.17   (m)         1191.5    (f) LEVELING    3  
 FB2900  NGVD 29 (12/12/91)  363.238  (m)         1191.72   (f) ADJUSTED    1 2
 FB2900
 FB2900.Superseded values are not recommended for survey control.
 FB2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2900.See file dsdata.txt to determine how the superseded data were derived.
 FB2900
 FB2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6772983577(NAD 83)
 FB2900_MARKER: DD = SURVEY DISK
 FB2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2900_SP_SET: CONCRETE POST
 FB2900_STAMPING: 23 002 1979
 FB2900_MARK LOGO: SCGS  
 FB2900_PROJECTION: FLUSH
 FB2900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2900+STABILITY: SURFACE MOTION
 FB2900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2900+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 FB2900
 FB2900  HISTORY     - Date     Condition        Report By
 FB2900  HISTORY     - 1979     MONUMENTED       SCGS
 FB2900  HISTORY     - 1979     GOOD             SCGS
 FB2900  HISTORY     - 19910618 GOOD             SCGS
 FB2900  HISTORY     - 19921123 GOOD             SCGS
 FB2900  HISTORY     - 19940419 GOOD             SCGS
 FB2900  HISTORY     - 19950131 GOOD             SCGS
 FB2900  HISTORY     - 19960516 GOOD             SCGS
 FB2900  HISTORY     - 20000314 GOOD             SCGS
 FB2900  HISTORY     - 20000711 GOOD             SCGS
 FB2900  HISTORY     - 20010618 GOOD             SCGS
 FB2900  HISTORY     - 20030808 GOOD             MCKIM
 FB2900  HISTORY     - 20040819 GOOD             WOOLPT
 FB2900  HISTORY     - 20041207 GOOD             FRELAN
 FB2900
 FB2900                          STATION DESCRIPTION
 FB2900
 FB2900'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2900'THE STATION IS LOCATED ABOUT 27 KM NORTH OF GREENVILLE, 8 KM
 FB2900'WEST-NORTHWEST OF TIGERVILLE, 3/4 KM SOUTHWEST OF THE JUNCTION OF
 FB2900'U.S. HIGHWAY 25 AND STATE HIGHWAY 11 AND ON THE PROPERTY OF THE
 FB2900'LIMA CHURCH.
 FB2900'
 FB2900'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 FB2900'STATE HIGHWAY 11 ABOUT 27 KM NORTH OF GREENVILLE
 FB2900'(THE AZIMUTH MARK IS IN THE NORTHEAST CORNER OF THE
 FB2900'OVERPASS), GO WEST ON HIGHWAY 11 FOR 0.2 KM (0.15 MI) TO A SIDE
 FB2900'ROAD LEFT.  TURN LEFT AND GO SOUTH, UPHILL, FOR 0.6 KM (0.35 MI)
 FB2900'TO THE TOP OF THE HILL AND THE STATION MARK.
 FB2900'
 FB2900'THE STATION IS A STANDARD SCGS DISK
 FB2900'STAMPED---HORZ 23 002 1979---,
 FB2900'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2900'FLUSH WITH GROUND.  IT IS LOCATED
 FB2900'13.7 METERS SOUTH FROM A UTILITY POLE,
 FB2900'11.4 METERS NORTHEAST FROM THE NORTHEAST CORNER OF THE CHURCH
 FB2900'BUILDING,
 FB2900'4.7 METERS SOUTHWEST FROM THE FRANK M. HAGOOD HEADSTONE, AND
 FB2900'3.0 METERS NORTHEAST FROM THE MAGGIE GILBREATH HEADSTONE.
 FB2900'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2900'STAMPED---HORZ 23 002 1979---,
 FB2900'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2900'
 FB2900'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB2900'STAMPED---AZ MK 23 002 1979---,
 FB2900'A DRILL HOLE IN THE FLOOR OF THE HIGHWAY 11 OVERPASS.
 FB2900'IT IS LOCATED
 FB2900'5.6 METERS NORTH FROM THE CENTERLINE OF HIGHWAY 11,
 FB2900'1.7 METERS SOUTHWEST FROM THE INSCRIPTION 1970 IN THE BRIDGE
 FB2900'WALL, AND
 FB2900'1.2 METERS WEST FROM THE EAST END OF THE BRIDGE FLOOR.
 FB2900'
 FB2900'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2900'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2900
 FB2900                          STATION RECOVERY (1979)
 FB2900
 FB2900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB2900'RECOVERED IN GOOD CONDITION.
 FB2900
 FB2900                          STATION RECOVERY (1991)
 FB2900
 FB2900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB2900'STATION IS LOCATED 3.85 MILES EAST NORTHEAST OF CLEVELAND, 5.3 MILES
 FB2900'NORTHEAST OF MARIETTA.  OWNERSHIP--LIMA BAPTIST CHURCH, 10 LIMA
 FB2900'BAPTIST CHURCH ROAD, TRAVELERS REST, SC 29690, PHONE 803-836-3624
 FB2900'(CHARLES MANEY).  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 FB2900'U.S. HIGHWAY 25 AND STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC
 FB2900'HIGHWAY), 4.15 MILES EAST NORTHEAST OF CLEVELAND, GO WEST ON HIGHWAY
 FB2900'11 FOR 0.25 MILE TO THE JUNCTION OF A PAVED ROAD (LIMA BAPTIST CHURCH
 FB2900'ROAD), TURN LEFT ON THE PAVED ROAD FOR 0.3 MILE TO THE LIMA BAPTIST
 FB2900'CHURCH ON THE LEFT AND THE STATION ON THE RIGHT NEAR THE CHARLES AND
 FB2900'MAGGIE GILREATH GRAVE SITE.  STATION IS A CONCRETE POST FLUSH WITH
 FB2900'THE GROUND AND LEVEL WITH THE ROAD, 37.5 FEET EAST NORTHEAST OF THE
 FB2900'NORTHEAST CORNER OF THE CHURCH, 9.2 FEET NORTHWEST OF THE NORTHWEST
 FB2900'CORNER OF THE BASE OF THE GILREATH HEADSTONE, 64.8 FEET NORTH OF THE
 FB2900'NORTHWEST CORNER OF A ROCK RETAINING WALL SURROUNDING GRAVE SITES,
 FB2900'36.6 FEET NORTH NORTHWEST OF A SECURITY LIGHT POLE, 14.6 FEET
 FB2900'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BASE OF THE LIZZIE COX AND
 FB2900'FRANK M. HAGOOD HEADSTONE, 1.4 FEET EAST OF THE EAST EDGE OF THE
 FB2900'ASPHALT (ROAD AND PARKING AREA).  DESCRIBED BY T. HALL.
 FB2900
 FB2900                          STATION RECOVERY (1992)
 FB2900
 FB2900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2900'STATION IS LOCATED 4.9 MILES (7.9 KM) WEST NORTHWEST OF TIGERVILLE,
 FB2900'5.3 MILES (8.5 KM) NORTHEAST OF MARIETTA. OWNERSHIP--LIMA BAPTIST
 FB2900'CHURCH, 10 LIMA BAPTIST CHURCH ROAD, TRAVELERS REST, SC 29690, PHONE
 FB2900'803-836-3624. CONTACT-CHARLES MANEY. TO REACH THE STATION FROM THE
 FB2900'JUNCTION OVERPASS OF U.S. HIGHWAY 25 AND STATE HIGHWAY 11 (CHEROKEE
 FB2900'FOOTHILLS SCENIC HIGHWAY), 4.8 MILES (7.7 KM) WEST NORTHWEST OF
 FB2900'TIGERVILLE, GO WEST ON HIGHWAY 11 FOR 0.25 MILE (0.40 KM) TO A PAVED
 FB2900'ROAD LEFT (LIMA BAPTIST CHURCH ROAD), TURN LEFT ON THE PAVED ROAD FOR
 FB2900'0.1 MILE (0.2 KM) TO A PAVED ONE-WAY ROAD RIGHT LEADING TO THE CHURCH
 FB2900'BUILDING, TURN RIGHT ON THE PAVED ROAD FOR 0.1 MILE (0.2 KM) TO THE
 FB2900'STATION NEAR THE EDGE OF THE PARKING LOT IN FRONT OF THE CHURCH.
 FB2900'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2900'PARKING LOT, 37.3 FEET (11.4 M) EAST NORTHEAST OF THE NORTHEAST CORNER
 FB2900'OF THE CHURCH, 36.3 FEET (11.1 M) NORTH NORTHWEST OF A POWER POLE WITH
 FB2900'SECURITY LIGHT, 44.7 FEET (13.6 M) SOUTH OF A POWER POLE WITH A SCGS
 FB2900'REFERENCE WASHER ATTACHED, 19.7 FEET (6.0 M) WEST OF THE NORTHWEST
 FB2900'CORNER OF THE GRANITE COPING OF THE HOLT BURIAL PLOT. NOTE-STATION IS
 FB2900'INTERVISIBLE WITH STATION 23 002 AZ MK. RECOVERED BY T. HALL.
 FB2900
 FB2900                          STATION RECOVERY (1994)
 FB2900
 FB2900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 FB2900'RECOVERED AS DESCRIBED.
 FB2900
 FB2900                          STATION RECOVERY (1995)
 FB2900
 FB2900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 FB2900'STATION IS LOCATED 4.9 MILES (7.9 KM) WEST NORTHWEST OF TIGERVILLE,
 FB2900'5.3 MILES (8.5 KM) NORTHEAST OF MARIETTA.  OWNERSHIP--LIMA BAPTIST
 FB2900'CHURCH, 10 LIMA BAPTIST CHURCH ROAD, TRAVELERS REST, SC 29690, PHONE
 FB2900'803-836-3624.  CONTACT-CHARLES MANEY.  TO REACH THE STATION FROM THE
 FB2900'JUNCTION OVERPASS OF U.S. HIGHWAY 25 AND STATE HIGHWAY 11 (CHEROKEE
 FB2900'FOOTHILLS SCENIC HIGHWAY), 4.8 MILES (7.7 KM) WEST NORTHWEST OF
 FB2900'TIGERVILLE, GO WEST ON HIGHWAY 11 FOR 0.25 MILE (0.40 KM) TO A PAVED
 FB2900'ROAD LEFT (LIMA BAPTIST CHURCH ROAD).  TURN LEFT ON THE PAVED ROAD FOR
 FB2900'0.1 MILE (0.2 KM) TO A PAVED ONE-WAY ROAD RIGHT LEADING TO THE CHURCH
 FB2900'BUILDING.  TURN RIGHT ON THE PAVED ROAD FOR 0.1 MILE (0.2 KM) TO THE
 FB2900'STATION NEAR THE EDGE OF THE PARKING LOT IN FRONT OF THE CHURCH.
 FB2900'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2900'PARKING LOT, 37.3 FEET (11.4 M) EAST-NORTHEAST OF THE NORTHEAST CORNER
 FB2900'OF THE CHURCH, 36.3 FEET (11.1 M) NORTH-NORTHWEST OF A POWER POLE WITH
 FB2900'SECURITY LIGHT, 44.7 FEET (13.6 M) SOUTH OF A POWER POLE WITH A SCGS
 FB2900'REFERENCE WASHER ATTACHED, 19.7 FEET (6.0 M) WEST OF THE NORTHWEST
 FB2900'CORNER OF THE GRANITE COPING OF THE HOLT BURIAL PLOT. NOTE-STATION IS
 FB2900'INTERVISIBLE WITH STATION 23 002 AZ MK.  RECOVERED BY R.W. ROBERTS.
 FB2900
 FB2900                          STATION RECOVERY (1996)
 FB2900
 FB2900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 FB2900'RECOVERED AS DESCRIBED.
 FB2900
 FB2900                          STATION RECOVERY (2000)
 FB2900
 FB2900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2900'RECOVERED AS DESCRIBED.
 FB2900
 FB2900                          STATION RECOVERY (2000)
 FB2900
 FB2900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2900'STATION IS LOCATED 16.5 MILES (26.6 KM) NORTH NORTHWEST OF GREENVILLE,
 FB2900'4.9 MILES (7.9 KM) WEST SOUTHWEST OF TIGERVILLE.  OWNERSHIP--LIMA
 FB2900'BAPTIST CHURCH, REVEREND PARNELL, TRAVELERS REST, SC 29690, PHONE
 FB2900'864-836-3624.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 FB2900'STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND U.S. HIGHWAY
 FB2900'25, 4.8 MILES (7.7 KM) WEST OF TIGERVILLE, GO WEST ON HIGHWAY 11 FOR
 FB2900'0.25 MILE (0.40 KM) TO A PAVED ROAD LEFT (LIMA BAPTIST CHURCH ROAD) ,
 FB2900'TURN LEFT ON THE PAVED ROAD 0.3 MILE (0.5 KM) TO THE STATION ON THE
 FB2900'RIGHT NEAR THE FRONT OF THE CHURCH.  STATION IS A CONCRETE POST
 FB2900'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 37.5 FEET (11.4 M)
 FB2900'EAST NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 1.9 FEET (0.6 M)
 FB2900'EAST SOUTHEAST OF THE EAST EDGE OF THE PAVEMENT, 44.8 FEET (13.7 M)
 FB2900'SOUTH OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 36.6 FEET
 FB2900'(11.2 M) NORTH OF A POWER POLE WITH A SECURITY LIGHT, 9.3 FEET (2.8 M)
 FB2900'NORTHWEST OF THE NORTHWEST CORNER OF THE GILREATH TOMBSTONE.
 FB2900'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 002 AZ MK.
 FB2900'RECOVERED BY D.L.  BRECHLIN.
 FB2900
 FB2900                          STATION RECOVERY (2001)
 FB2900
 FB2900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 FB2900'RECOVERED AS DESCRIBED.
 FB2900'
 FB2900
 FB2900                          STATION RECOVERY (2003)
 FB2900
 FB2900'RECOVERY NOTE BY MCKIM AND CREED 2003 (JLS)
 FB2900'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE.
 FB2900
 FB2900                          STATION RECOVERY (2004)
 FB2900
 FB2900'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 FB2900'RECOVERED AS DESCRIBED - JTG
 FB2900
 FB2900                          STATION RECOVERY (2004)
 FB2900
 FB2900'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2004 (JKS)
 FB2900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2898 ***********************************************************************
 FB2898  DESIGNATION -  23 002 AZ MK
 FB2898  PID         -  FB2898
 FB2898  STATE/COUNTY-  SC/GREENVILLE
 FB2898  USGS QUAD   -  SLATER (1983)
 FB2898
 FB2898                         *CURRENT SURVEY CONTROL
 FB2898  ___________________________________________________________________
 FB2898* NAD 83(2001)-  35 05 23.08497(N)    082 26 49.40974(W)     ADJUSTED  
 FB2898* NAVD 88     -       328.741  (meters)    1078.54   (feet)  ADJUSTED  
 FB2898  ___________________________________________________________________
 FB2898  X           -     686,779.523 (meters)                     COMP
 FB2898  Y           -  -5,179,620.439 (meters)                     COMP
 FB2898  Z           -   3,646,189.335 (meters)                     COMP
 FB2898  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 FB2898  ELLIP HEIGHT-         297.45  (meters)          (03/13/03) GPS OBS
 FB2898  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FB2898  DYNAMIC HT  -         328.401 (meters)    1077.43  (feet)  COMP
 FB2898  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 FB2898
 FB2898  HORZ ORDER  -  FIRST
 FB2898  VERT ORDER  -  FIRST     CLASS II
 FB2898  ELLP ORDER  -  FOURTH    CLASS II
 FB2898
 FB2898.The horizontal coordinates were established by GPS observations
 FB2898.and adjusted by the National Geodetic Survey in March 2003..
 FB2898
 FB2898.The orthometric height was determined by differential leveling
 FB2898.and adjusted by the National Geodetic Survey in August 1993..
 FB2898
 FB2898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2898
 FB2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2898
 FB2898.The ellipsoidal height was determined by GPS observations
 FB2898.and is referenced to NAD 83.
 FB2898
 FB2898.The geoid height was determined by GEOID03.
 FB2898
 FB2898.The dynamic height is computed by dividing the NAVD 88
 FB2898.geopotential number by the normal gravity value computed on the
 FB2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2898.degrees latitude (g = 980.6199 gals.).
 FB2898
 FB2898.The modeled gravity was interpolated from observed gravity values.
 FB2898
 FB2898;                    North         East     Units Scale Factor Converg.
 FB2898;SPC SC       -   362,077.877   477,636.043   MT  1.00010127   -0 48 08.1
 FB2898;SPC SC       - 1,187,919.54  1,567,047.39   iFT  1.00010127   -0 48 08.1
 FB2898;UTM  17      - 3,883,953.281   368,093.079   MT  0.99981444   -0 49 55.1
 FB2898
 FB2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2898!SPC SC       -   0.99995331  x   1.00010127  =   1.00005458
 FB2898!UTM  17      -   0.99995331  x   0.99981444  =   0.99976776
 FB2898
 FB2898:                Primary Azimuth Mark                     Grid Az
 FB2898:SPC SC       -  23 002                                   224 03 32.9
 FB2898:UTM  17      -  23 002                                   224 05 19.9
 FB2898
 FB2898|---------------------------------------------------------------------|
 FB2898| PID    Reference Object                     Distance      Geod. Az  |
 FB2898|                                                           dddmmss.s |
 FB2898| FB2900 23 002                              APPROX. 0.5 KM 2231524.8 |
 FB2898|---------------------------------------------------------------------|
 FB2898
 FB2898                          SUPERSEDED SURVEY CONTROL
 FB2898
 FB2898  NAD 83(1986)-  35 05 23.09441(N)    082 26 49.41205(W) AD(       ) 1
 FB2898  NAD 83(1995)-  35 05 23.08490(N)    082 26 49.40959(W) AD(       ) 1
 FB2898  ELLIP H (04/18/02)  297.49   (m)                       GP(       ) 4 1
 FB2898  NAD 83(1986)-  35 05 23.09540(N)    082 26 49.41267(W) AD(       ) 2
 FB2898  NAD 27      -  35 05 22.67828(N)    082 26 49.97550(W) AD(       ) 2
 FB2898  NAVD 88 (04/18/02)  328.74   (m)         1078.5    (f) LEVELING    3  
 FB2898  NGVD 29 (12/12/91)  328.807  (m)         1078.76   (f) ADJUSTED    1 2
 FB2898
 FB2898.Superseded values are not recommended for survey control.
 FB2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2898.See file dsdata.txt to determine how the superseded data were derived.
 FB2898
 FB2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6809383953(NAD 83)
 FB2898_MARKER: DD = SURVEY DISK
 FB2898_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FB2898+WITH SETTING: PAVEMENT
 FB2898_SP_SET: BRIDGE DECK
 FB2898_STAMPING: AZ MK 23 002 1979
 FB2898_MARK LOGO: SCGS  
 FB2898_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2898+STABILITY: SURFACE MOTION
 FB2898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2898+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 FB2898
 FB2898  HISTORY     - Date     Condition        Report By
 FB2898  HISTORY     - 1979     MONUMENTED       SCGS
 FB2898  HISTORY     - 1979     GOOD             SCGS
 FB2898  HISTORY     - 19910618 GOOD             SCGS
 FB2898  HISTORY     - 19921123 GOOD             SCGS
 FB2898  HISTORY     - 20000711 GOOD             SCGS
 FB2898  HISTORY     - 20041207 GOOD             FRELAN
 FB2898
 FB2898                          STATION DESCRIPTION
 FB2898
 FB2898'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2898'THE STATION IS LOCATED ABOUT 27-1/4 KM NORTH OF GREENVILLE, 8 KM
 FB2898'WEST-NORTHWEST OF TIGERVILLE, 8 KM EAST OF CLEVELAND, IN THE
 FB2898'NORTHEAST CORNER OF THE BRIDGE FLOOR OF THE OVERPASS OF STATE
 FB2898'HIGHWAY 11 OVER U.S. HIGHWAY 25.
 FB2898'
 FB2898'THE STATION IS A STANDARD SCGS DISK
 FB2898'STAMPED---AZ MK HORZ 23 002 1979---,
 FB2898'THE DISK IS CEMENTED INTO A DRILL HOLE OF THE BRIDGE FLOOR OF THE
 FB2898'OVERPASS OF STATE HIGHWAY 11 OVER U.S. HIGHWAY 25.
 FB2898'IT IS LOCATED
 FB2898'5.64 METERS NORTH FROM THE CENTER OF HIGHWAY 11,
 FB2898'1.68 METERS SOUTHWEST FROM THE INSCRIPTION 1970 IN THE BRIDGE
 FB2898'WALL AND
 FB2898'1.2 METERS WEST FROM THE EAST END OF THE BRIDGE FLOOR.
 FB2898'
 FB2898'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2898'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FB2898
 FB2898                          STATION RECOVERY (1979)
 FB2898
 FB2898'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB2898'RECOVERED IN GOOD CONDITION.
 FB2898
 FB2898                          STATION RECOVERY (1991)
 FB2898
 FB2898'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB2898'STATION IS LOCATED NEAR THE NORTH CORNER OF THE DECK OF THE JUNCTION
 FB2898'OVERPASS OF STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND
 FB2898'U.S. HIGHWAY 25 4.15 MILES EAST NORTHEAST OF CLEVELAND, 5.6 MILES
 FB2898'NORTHEAST OF MARIETTA.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB2898'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB2898'803-737-1350.  STATION IS A DRILL MARK IN THE DECK OF OVERPASS AND
 FB2898'LEVEL WITH THE HIGHWAY, 4.0 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 FB2898'THE OVERPASS, 3.9 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 FB2898'NORTHWEST CURBING OF THE OVERPASS, 6.5 FEET SOUTH OF THE EAST CORNER
 FB2898'OF THE CONCRETE POST SUPPORTING THE CONCRETE RAILING (POST BELOW HAS
 FB2898'1970 ENGRAVED ON RAIL), 18.6 FEET NORTHWEST OF THE CENTER OF THE
 FB2898'HIGHWAY, 13.0 FEET SOUTHWEST OF A WITNESS POST.  RECOVERED BY T.
 FB2898'HALL.
 FB2898
 FB2898                          STATION RECOVERY (1992)
 FB2898
 FB2898'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2898'RECOVERED AS DESCRIBED.
 FB2898
 FB2898                          STATION RECOVERY (2000)
 FB2898
 FB2898'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2898'STATION IS LOCATED IN THE NORTH CORNER OF THE OVERPASS BRIDGE AT THE
 FB2898'JUNCTION OF STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND
 FB2898'U.S.  HIGHWAY 25, 16.7 MILES (26.9 KM) NORTH NORTHWEST OF GREENVILLE,
 FB2898'4.8 MILES (7.7 KM) WEST OF TIGERVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB2898'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2898'803-737-1350.  STATION IS A DISK SET IN A DRILL HOLE IN THE DECK OF
 FB2898'THE OVERPASS, 18.4 FEET (5.6 M) NORTH NORTHWEST OF THE CENTER OF
 FB2898'HIGHWAY 11, 4.0 FEET (1.2 M) WEST SOUTHWEST OF THE EAST END OF THE
 FB2898'BRIDGE, 3.6 FEET (1.1 M) SOUTH SOUTHEAST OF THE NORTH EDGE OF THE
 FB2898'BRIDGE, 28.5 FEET (8.7 M) SOUTH SOUTHWEST OF A POWER POLE WITH GUY
 FB2898'WIRE AND A SCGS REFERENCE WASHER ATTACHED, 12.7 FEET (3.9 M) SOUTHWEST
 FB2898'OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION
 FB2898'23 002.  RECOVERED BY D.L.  BRECHLIN.
 FB2898
 FB2898                          STATION RECOVERY (2004)
 FB2898
 FB2898'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2004 (JKS)
 FB2898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2887 ***********************************************************************
 FB2887  HT_MOD      -  This is a Height Modernization Survey Station.
 FB2887  DESIGNATION -  23 003
 FB2887  PID         -  FB2887
 FB2887  STATE/COUNTY-  SC/GREENVILLE
 FB2887  USGS QUAD   -  TIGERVILLE (1983)
 FB2887
 FB2887                         *CURRENT SURVEY CONTROL
 FB2887  ___________________________________________________________________
 FB2887* NAD 83(2001)-  35 04 09.03542(N)    082 22 15.46347(W)     ADJUSTED  
 FB2887* NAVD 88     -       326.30   (meters)    1070.5    (feet)  GPS OBS   
 FB2887  ___________________________________________________________________
 FB2887  X           -     693,831.959 (meters)                     COMP
 FB2887  Y           -  -5,180,001.592 (meters)                     COMP
 FB2887  Z           -   3,644,320.275 (meters)                     COMP
 FB2887  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 FB2887  ELLIP HEIGHT-         294.87  (meters)          (03/13/03) GPS OBS
 FB2887  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 FB2887
 FB2887  HORZ ORDER  -  FIRST
 FB2887  ELLP ORDER  -  FOURTH    CLASS II
 FB2887
 FB2887.The horizontal coordinates were established by GPS observations
 FB2887.and adjusted by the National Geodetic Survey in March 2003..
 FB2887
 FB2887.The orthometric height was determined by GPS observations and a
 FB2887.high-resolution geoid model using precise GPS observation and
 FB2887.processing techniques.
 FB2887
 FB2887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2887
 FB2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2887
 FB2887.The ellipsoidal height was determined by GPS observations
 FB2887.and is referenced to NAD 83.
 FB2887
 FB2887.The geoid height was determined by GEOID03.
 FB2887
 FB2887;                    North         East     Units Scale Factor Converg.
 FB2887;SPC SC       -   359,701.243   484,544.915   MT  1.00009239   -0 45 36.2
 FB2887;SPC SC       - 1,180,122.19  1,589,714.29   iFT  1.00009239   -0 45 36.2
 FB2887;UTM  17      - 3,881,573.880   374,998.732   MT  0.99979257   -0 47 16.1
 FB2887
 FB2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2887!SPC SC       -   0.99995372  x   1.00009239  =   1.00004610
 FB2887!UTM  17      -   0.99995372  x   0.99979257  =   0.99974630
 FB2887
 FB2887:                Primary Azimuth Mark                     Grid Az
 FB2887:SPC SC       -  23 003 AZ MK                             343 28 11.1
 FB2887:UTM  17      -  23 003 AZ MK                             343 29 51.0
 FB2887
 FB2887|---------------------------------------------------------------------|
 FB2887| PID    Reference Object                     Distance      Geod. Az  |
 FB2887|                                                           dddmmss.s |
 FB2887| FB2874 23 003 AZ MK                        425.244 METERS 3424234.9 |
 FB2887|---------------------------------------------------------------------|
 FB2887
 FB2887                          SUPERSEDED SURVEY CONTROL
 FB2887
 FB2887  NAD 83(1986)-  35 04 09.04482(N)    082 22 15.46508(W) AD(       ) 1
 FB2887  NAD 83(1995)-  35 04 09.03550(N)    082 22 15.46302(W) AD(       ) 1
 FB2887  ELLIP H (04/18/02)  294.91   (m)                       GP(       ) 4 1
 FB2887  NAD 83(1986)-  35 04 09.04482(N)    082 22 15.46508(W) AD(       ) 2
 FB2887  NAD 27      -  35 04 08.63241(N)    082 22 16.03688(W) AD(       ) 2
 FB2887  NGVD 29 (07/19/86)  328.0    (m)         1076.     (f) VERT ANG       
 FB2887
 FB2887.Superseded values are not recommended for survey control.
 FB2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2887.See file dsdata.txt to determine how the superseded data were derived.
 FB2887
 FB2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7499981574(NAD 83)
 FB2887_MARKER: DD = SURVEY DISK
 FB2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2887_STAMPING: HORZ 23 003 1979
 FB2887_MARK LOGO: SCGS  
 FB2887_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2887+STABILITY: SURFACE MOTION
 FB2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2887+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 FB2887
 FB2887  HISTORY     - Date     Condition        Report By
 FB2887  HISTORY     - 1979     MONUMENTED       SCGS
 FB2887  HISTORY     - 19921202 GOOD             SCGS
 FB2887  HISTORY     - 20000830 GOOD             SCGS
 FB2887
 FB2887                          STATION DESCRIPTION
 FB2887
 FB2887'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2887'THE STATION IS LOCATED 25 KM NORTH OF GREENVILLE, IN THE
 FB2887'TIGERVILLE COMMUNITY, AND ON THE CAMPUS OF NORTH GREENVILLE
 FB2887'COLLEGE IN FRONT OF THE ADMINISTRATION BUILDING.
 FB2887'
 FB2887'THE STATION IS A STANDARD SCGS DISK
 FB2887'STAMPED---HORZ 23 003 1979---,
 FB2887'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FB2887'FLUSH WITH GROUND.  IT IS LOCATED
 FB2887'31.1 METERS SOUTH-SOUTHWEST FROM A FLAGPOLE,
 FB2887'13.7 METERS NORTH FROM A CURB, AND
 FB2887'9.8 METERS EAST FROM A CURB.
 FB2887'
 FB2887'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS STATION DISK
 FB2887'STAMPED---23 003 AZ MK 1979---,
 FB2887'SET INTO A DRILL HOLE IN A CONCRETE CURB.
 FB2887'IT IS LOCATED
 FB2887'15.8 METERS NORTHWEST FROM THE CENTER OF A PAVED STREET,
 FB2887'7.0 METERS SOUTH FROM THE CENTER OF A PAVED STREET,
 FB2887'3.81 METERS SOUTHEAST FROM A FIRE HYDRANT, AND
 FB2887'1.58 METERS SOUTH-SOUTHEAST FROM THE END OF THE CURB.
 FB2887'
 FB2887'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON THE PAVED
 FB2887'STREET FOR 0.4 KM (0.25 MI) TO A REVERSE FORK AND THE MARK
 FB2887'ON THE LEFT.
 FB2887'
 FB2887'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB2887'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2887
 FB2887                          STATION RECOVERY (1992)
 FB2887
 FB2887'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2887'STATION IS LOCATED IN TIGERVILLE. OWNERSHIP--NORTH GREENVILLE COLLEGE,
 FB2887'7801 NORTH TIGERVILLE ROAD, TIGERVILLE, SC 29688-1892, PHONE
 FB2887'803-895-1410. CONTACT MR. FRED KING, DIRECTOR OF PROPERTIES BEFORE
 FB2887'OBSERVATIONS. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FB2887'414, 253 AND STATE ROAD 117 (NORTH TIGERVILLE ROAD) IN TIGERVILLE, GO
 FB2887'WEST SOUTHWEST ON HIGHWAY 414 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION
 FB2887'OF STATE ROAD 994 (BOULEVARD AVENUE), TURN RIGHT ON ROAD 994 FOR 0.1
 FB2887'MILE (0.2 KM) TO AN ENTRANCE DRIVEWAY LEFT LEADING TO THE NORTH
 FB2887'GREENVILLE COLLEGE ADMINISTATION BUILDING, TURN LEFT ON THE DRIVEWAY
 FB2887'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT IN AN OPEN AREA.
 FB2887'STATION IS A CONCRETE POST RECESSED 0.2 FOOT, 102.7 FEET (31.3 M)
 FB2887'SOUTH SOUTHWEST OF A FLAG POLE, 72.9 FEET (22.2 M) SOUTH OF THE SOUTH
 FB2887'EDGE OF A CONCRETE SIDEWALK LEADING TO THE FLAG POLE, 44.9 FEET (13.7
 FB2887'M) NORTH OF THE NORTH EDGE OF THE CURB OF THE ENTRANCE DRIVEWAY, 31.0
 FB2887'FEET (9.4 M) EAST OF THE EAST EDGE OF THE CURB OF A PARKING AREA IN
 FB2887'FRONT OF THE BUILDING, 92.1 FEET (28.1 M) WEST NORTHWEST OF A 1.5-FOOT
 FB2887'WILLOW OAK TREE. NOTE-STATION IS INTERVISIBLE WITH STATION 23 003 AZ
 FB2887'MK. RECOVERED BY T. HALL.
 FB2887
 FB2887                          STATION RECOVERY (2000)
 FB2887
 FB2887'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2887'STATION IS LOCATED IN TIGERVILLE, 15.0 MILES (24.1 KM) NORTH OF
 FB2887'GREENVILLE.  OWNERSHIP--NORTH GREENVILLE COLLEGE, TIGERVILLE, SC
 FB2887'29688-1892, PHONE 864-895-1410.  TO REACH THE STATION FROM THE
 FB2887'JUNCTION OF STATE HIGHWAYS 414, 253 AND STATE ROAD 117 (NORTH
 FB2887'TIGERVILLE ROAD) IN TIGERVILLE, GO WEST SOUTHWEST ON HIGHWAY 414 FOR
 FB2887'0.05 MILE (0.08 KM) TO THE ENTRANCE DRIVE TO NORTH GREENVILLE COLLEGE,
 FB2887'TURN RIGHT ON THE ENTRANCE DRIVE FOR 0.1 MILE (0.2 KM) TO A DRIVEWAY
 FB2887'LEFT, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION
 FB2887'ON THE RIGHT IN A GRASSY AREA.  STATION IS A CONCRETE POST RECESSED
 FB2887'0.1 FOOT, (3.0 CM) 38.3 FEET (11.7 M) NORTHEAST OF A METAL LAMP POST,
 FB2887'92.2 FEET (28.1 M) WEST NORTHWEST OF A 1.9-FOOT OAK TREE, 28.8 FEET
 FB2887'(8.8 M) NORTH OF THE NORTH EDGE OF THE CURB, 79.8 FEET (24.3 M) SOUTH
 FB2887'SOUTHWEST OF THE SOUTHERN FLAG POLE, 73.0 FEET (22.3 M) SOUTH OF THE
 FB2887'SOUTH EDGE OF A SIDEWALK.  NOTE-STATION IS NOT INTERVISIBLE WITH
 FB2887'SURVEY STATION 23 003 AZ MK.  RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2874 ***********************************************************************
 FB2874  HT_MOD      -  This is a Height Modernization Survey Station.
 FB2874  DESIGNATION -  23 003 AZ MK
 FB2874  PID         -  FB2874
 FB2874  STATE/COUNTY-  SC/GREENVILLE
 FB2874  USGS QUAD   -  TIGERVILLE (1983)
 FB2874
 FB2874                         *CURRENT SURVEY CONTROL
 FB2874  ___________________________________________________________________
 FB2874* NAD 83(2001)-  35 04 22.21075(N)    082 22 20.45208(W)     ADJUSTED  
 FB2874* NAVD 88     -       326.64   (meters)    1071.7    (feet)  GPS OBS   
 FB2874  ___________________________________________________________________
 FB2874  X           -     693,675.748 (meters)                     COMP
 FB2874  Y           -  -5,179,787.410 (meters)                     COMP
 FB2874  Z           -   3,644,652.800 (meters)                     COMP
 FB2874  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 FB2874  ELLIP HEIGHT-         295.22  (meters)          (03/13/03) GPS OBS
 FB2874  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FB2874
 FB2874  HORZ ORDER  -  FIRST
 FB2874  ELLP ORDER  -  FOURTH    CLASS II
 FB2874
 FB2874.The horizontal coordinates were established by GPS observations
 FB2874.and adjusted by the National Geodetic Survey in March 2003..
 FB2874
 FB2874.The orthometric height was determined by GPS observations and a
 FB2874.high-resolution geoid model using precise GPS observation and
 FB2874.processing techniques.
 FB2874
 FB2874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2874
 FB2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2874
 FB2874.The ellipsoidal height was determined by GPS observations
 FB2874.and is referenced to NAD 83.
 FB2874
 FB2874.The geoid height was determined by GEOID03.
 FB2874
 FB2874;                    North         East     Units Scale Factor Converg.
 FB2874;SPC SC       -   360,108.949   484,423.913   MT  1.00009396   -0 45 39.0
 FB2874;SPC SC       - 1,181,459.81  1,589,317.30   iFT  1.00009396   -0 45 39.0
 FB2874;UTM  17      - 3,881,981.523   374,877.963   MT  0.99979294   -0 47 19.2
 FB2874
 FB2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2874!SPC SC       -   0.99995366  x   1.00009396  =   1.00004762
 FB2874!UTM  17      -   0.99995366  x   0.99979294  =   0.99974661
 FB2874
 FB2874:                Primary Azimuth Mark                     Grid Az
 FB2874:SPC SC       -  23 003                                   163 28 11.0
 FB2874:UTM  17      -  23 003                                   163 29 51.2
 FB2874
 FB2874|---------------------------------------------------------------------|
 FB2874| PID    Reference Object                     Distance      Geod. Az  |
 FB2874|                                                           dddmmss.s |
 FB2874| FB2887 23 003                              425.244 METERS 1624232.0 |
 FB2874|---------------------------------------------------------------------|
 FB2874
 FB2874                          SUPERSEDED SURVEY CONTROL
 FB2874
 FB2874  NAD 83(1986)-  35 04 22.22016(N)    082 22 20.45371(W) AD(       ) 1
 FB2874  NAD 83(1995)-  35 04 22.21083(N)    082 22 20.45163(W) AD(       ) 1
 FB2874  ELLIP H (04/18/02)  295.27   (m)                       GP(       ) 4 1
 FB2874  NAD 83(1986)-  35 04 22.21975(N)    082 22 20.45341(W) AD(       ) 2
 FB2874  NAD 27      -  35 04 21.80765(N)    082 22 21.02495(W) AD(       ) 2
 FB2874  NGVD 29 (07/19/86)  328.4    (m)         1077.     (f) VERT ANG       
 FB2874
 FB2874.Superseded values are not recommended for survey control.
 FB2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2874.See file dsdata.txt to determine how the superseded data were derived.
 FB2874
 FB2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7487881982(NAD 83)
 FB2874_MARKER: DD = SURVEY DISK
 FB2874_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB2874_SP_SET: CURB
 FB2874_STAMPING: AZ MK 23 003 1979
 FB2874_MARK LOGO: SCGS  
 FB2874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2874+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 FB2874
 FB2874  HISTORY     - Date     Condition        Report By
 FB2874  HISTORY     - 1979     MONUMENTED       SCGS
 FB2874  HISTORY     - 19921202 GOOD             SCGS
 FB2874  HISTORY     - 20000830 GOOD             SCGS
 FB2874
 FB2874                          STATION DESCRIPTION
 FB2874
 FB2874'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2874'THE STATION IS LOCATED 25 KM NORTH OF GREENVILLE, IN THE
 FB2874'TIGERVILLE COMMUNITY, AND NEAR THE NORTH END OF THE CAMPUS OF
 FB2874'NORTH GREENVILLE COLLEGE.
 FB2874'
 FB2874'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING, GO NORTH
 FB2874'ON PAVED STREET FOR 0.4 KM (0.25 MI) TO A REVERSE FORK AND THE STATION
 FB2874'ON THE LEFT.
 FB2874'
 FB2874'THE STATION IS A STANDARD SCGS DISK
 FB2874'STAMPED---23 003 AZ MK 1979---,
 FB2874'SET INTO A DRILL HOLE IN A CONCRETE CURB.
 FB2874'IT IS LOCATED
 FB2874'15.81 METERS NORTHWEST FROM THE CENTER OF A PAVED STREET,
 FB2874'7.0 METERS SOUTH FROM THE CENTER OF A PAVED STREET,
 FB2874'3.81 METERS SOUTHEAST FROM A FIRE HYDRANT, AND
 FB2874'1.58 METERS SOUTH-SOUTHEAST FROM THE END OF THE CURB.
 FB2874'
 FB2874'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB2874'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FB2874
 FB2874                          STATION RECOVERY (1992)
 FB2874
 FB2874'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2874'STATION IS LOCATED IN TIGERVILLE. OWNERSHIP--NORTH GREENVILLE COLLEGE,
 FB2874'7801 NORTH TIGERVILLE ROAD, TIGERVILLE, SC 29688-1892, PHONE
 FB2874'803-895-1410. CONTACT MR. FRED KING, DIRECTOR OF PROPERTIES BEFORE
 FB2874'OBSERVATIONS. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FB2874'414, 253 AND STATE ROAD 117 (NORTH TIGERVILLE ROAD) IN TIGERVILLE, GO
 FB2874'WEST SOUTHWEST ON HIGHWAY 414 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION
 FB2874'OF STATE ROAD 994 (BOULEVARD AVENUE), TURN RIGHT ON ROAD 994 FOR 0.4
 FB2874'MILE (0.6 KM) TO THE JUNCTION OF STATE ROAD 129 (CHINQUAPIN ROAD) AND
 FB2874'THE STATION IN A CURB NEAR A FIRE HYDRANT IN THE WEST ANGLE OF THE
 FB2874'JUNCTION. STATION IS A DRILL MARK IN THE CURB, 5.1 FEET (1.6 M) SOUTH
 FB2874'SOUTHEAST OF THE NORTH END OF THE CURB, 12.7 FEET (3.9 M) EAST
 FB2874'SOUTHEAST OF THE FIRE HYDRANT, 52.0 FEET (15.8 M) NORTH NORTHWEST OF
 FB2874'THE NORTH EDGE OF A CONCRETE DRIVEWAY LEADING TO HOUSE NUMBER 207.
 FB2874'NOTE-STATION IS INTERVISIBLE WITH STATION 23 003. RECOVERED BY T.
 FB2874'HALL.
 FB2874
 FB2874                          STATION RECOVERY (2000)
 FB2874
 FB2874'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2874'STATION IS LOCATED 15.1 MILES (24.3 KM) NORTH OF GREENVILLE.
 FB2874'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 FB2874'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 FB2874'JUNCTION OF STATE HIGHWAYS 414, 253 AND STATE ROAD 117 (NORTH
 FB2874'TIGERVILLE ROAD) IN TIGERVILLE, GO NORTH ON ROAD 117 FOR 0.25 MILE
 FB2874'(0.40 KM) TO THE JUNCTION OF STATE ROAD 129 (CHINQUAPIN ROAD) LEFT,
 FB2874'TURN LEFT ON ROAD 129 FOR 0.2 MILE (0.3 KM) OT THE STATION ON THE LEFT
 FB2874'IN THE CURB IN THE WEST ANGLE OF STATE ROAD 994 (BOULEVARD AVENUE) .
 FB2874'STATION IS A DISK SET INTO A DRILL HOLE IN THE CURB AND 0.5 FOOT (15.2
 FB2874'CM) ABOVE THE ROAD, 23.3 FEET (7.1 M) SOUTHWEST OF THE CENTER OF
 FB2874'HIGHWAY 117, 27.5 FEET (8.4 M) EAST OF A POWER POLE WITH GUY WIRE AND
 FB2874'A SCGS REFERENCE WASHER ATTACHED, 12.7 FEET (3.9 M) SOUTHEAST OF A
 FB2874'FIRE HYDRANT, 57.4 FEET (17.5 M) NORTH OF THE EXTENDED CENTER OF A
 FB2874'DRIVEWAY LEADING TO HOUSE NUMBER 207, 33.6 FEET (10.2 M) SOUTHEAST OF
 FB2874'THE SOUTH END OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH A CONCRETE
 FB2874'DRIVEWAY.  NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 23
 FB2874'003.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2811 ***********************************************************************
 FB2811  DESIGNATION -  23 004
 FB2811  PID         -  FB2811
 FB2811  STATE/COUNTY-  SC/GREENVILLE
 FB2811  USGS QUAD   -  CAMPOBELLO (1983)
 FB2811
 FB2811                         *CURRENT SURVEY CONTROL
 FB2811  ___________________________________________________________________
 FB2811* NAD 83(2001)-  35 06 33.25205(N)    082 14 22.78446(W)     ADJUSTED  
 FB2811* NAVD 88     -       333.496  (meters)    1094.14   (feet)  ADJUSTED  
 FB2811  ___________________________________________________________________
 FB2811  X           -     705,356.463 (meters)                     COMP
 FB2811  Y           -  -5,175,872.122 (meters)                     COMP
 FB2811  Z           -   3,647,961.118 (meters)                     COMP
 FB2811  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 FB2811  ELLIP HEIGHT-         301.89  (meters)          (03/13/03) GPS OBS
 FB2811  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 FB2811  DYNAMIC HT  -         333.156 (meters)    1093.03  (feet)  COMP
 FB2811  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 FB2811
 FB2811  HORZ ORDER  -  FIRST
 FB2811  VERT ORDER  -  FIRST     CLASS II
 FB2811  ELLP ORDER  -  FOURTH    CLASS II
 FB2811
 FB2811.The horizontal coordinates were established by GPS observations
 FB2811.and adjusted by the National Geodetic Survey in March 2003..
 FB2811
 FB2811.The orthometric height was determined by differential leveling
 FB2811.and adjusted by the National Geodetic Survey in August 1993..
 FB2811
 FB2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2811
 FB2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2811
 FB2811.The ellipsoidal height was determined by GPS observations
 FB2811.and is referenced to NAD 83.
 FB2811
 FB2811.The geoid height was determined by GEOID03.
 FB2811
 FB2811.The dynamic height is computed by dividing the NAVD 88
 FB2811.geopotential number by the normal gravity value computed on the
 FB2811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2811.degrees latitude (g = 980.6199 gals.).
 FB2811
 FB2811.The modeled gravity was interpolated from observed gravity values.
 FB2811
 FB2811;                    North         East     Units Scale Factor Converg.
 FB2811;SPC SC       -   363,994.465   496,574.395   MT  1.00010979   -0 41 14.2
 FB2811;SPC SC       - 1,194,207.56  1,629,181.09   iFT  1.00010979   -0 41 14.2
 FB2811;UTM  17      - 3,885,860.081   387,026.290   MT  0.99975729   -0 42 47.0
 FB2811
 FB2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2811!SPC SC       -   0.99995262  x   1.00010979  =   1.00006240
 FB2811!UTM  17      -   0.99995262  x   0.99975729  =   0.99970992
 FB2811
 FB2811:                Primary Azimuth Mark                     Grid Az
 FB2811:SPC SC       -  23 004 AZ MK                             345 03 31.6
 FB2811:UTM  17      -  23 004 AZ MK                             345 05 04.4
 FB2811
 FB2811|---------------------------------------------------------------------|
 FB2811| PID    Reference Object                     Distance      Geod. Az  |
 FB2811|                                                           dddmmss.s |
 FB2811| FB2817 23 004 AZ MK                        APPROX. 0.7 KM 3442217.4 |
 FB2811|---------------------------------------------------------------------|
 FB2811
 FB2811                          SUPERSEDED SURVEY CONTROL
 FB2811
 FB2811  NAD 83(1986)-  35 06 33.26250(N)    082 14 22.78515(W) AD(       ) 1
 FB2811  NAD 83(1995)-  35 06 33.25246(N)    082 14 22.78288(W) AD(       ) 1
 FB2811  ELLIP H (04/18/02)  301.92   (m)                       GP(       ) 4 1
 FB2811  NAD 83(1986)-  35 06 33.26250(N)    082 14 22.78515(W) AD(       ) 2
 FB2811  NAD 27      -  35 06 32.84611(N)    082 14 23.37191(W) AD(       ) 2
 FB2811  NAVD 88 (04/18/02)  333.50   (m)         1094.2    (f) LEVELING    3  
 FB2811  NGVD 29 (12/12/91)  333.567  (m)         1094.38   (f) ADJUSTED    1 2
 FB2811
 FB2811.Superseded values are not recommended for survey control.
 FB2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2811.See file dsdata.txt to determine how the superseded data were derived.
 FB2811
 FB2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8702685860(NAD 83)
 FB2811_MARKER: DD = SURVEY DISK
 FB2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2811_SP_SET: CONCRETE POST
 FB2811_STAMPING: HORZ 23 004 1979
 FB2811_MARK LOGO: SCGS  
 FB2811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2811+STABILITY: SURFACE MOTION
 FB2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2811+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB2811
 FB2811  HISTORY     - Date     Condition        Report By
 FB2811  HISTORY     - 1919     MONUMENTED       SCGS
 FB2811  HISTORY     - 1979     GOOD             SCGS
 FB2811  HISTORY     - 19860828 GOOD             LOCSUR
 FB2811  HISTORY     - 19860828 GOOD             USPSQD
 FB2811  HISTORY     - 19910701 GOOD             SCGS
 FB2811  HISTORY     - 19921202 GOOD             SCGS
 FB2811  HISTORY     - 20000712 GOOD             SCGS
 FB2811
 FB2811                          STATION DESCRIPTION
 FB2811
 FB2811'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1919 (JRS)
 FB2811'THE STATION IS LOCATED ABOUT 32-1/4 KM NORTH-NORTHEAST OF
 FB2811'GREENVILLE, 9-3/4 KM SOUTH OF THE NORTH CAROLINA STATE LINE, 2 KM
 FB2811'WEST OF THE SPARTANBURG COUNTY LINE, 1-1/2 KM WEST-SOUTHWEST
 FB2811'OF THE JUNCTION OF STATE HIGHWAYS 11 AND 144 IN THE GOWENSVILLE
 FB2811'COMMUNITY, AND ALONG THE RIGHT-OF-WAY OF A PAVED ROAD.
 FB2811'
 FB2811'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 14
 FB2811'IN THE GOWENSVILLE COMMUNITY.  GO WEST ON STATE HIGHWAY 11 FOR
 FB2811'1.6 KM (1.0 MI) TO DRIVEWAY ON RIGHT AND THE AZIMUTH MARK.
 FB2811'CONTINUE WEST ON HIGHWAY 11 FOR 0.2 KM (0.15 MI) TO A PAVED ROAD
 FB2811'LEFT.  TURN SHARP LEFT AND GO SOUTHEAST ON SMITH ROAD FOR 1.0 KM
 FB2811'(0.6 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 FB2811'PLEASANT HILL ROAD FOR 0.1 KM (0.05 MI) TO STATION ON RIGHT.
 FB2811'
 FB2811'THE STATION IS A STANDARD SCGS DISK
 FB2811'STAMPED---HORZ 23 004 1979---,
 FB2811'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FB2811'FLUSH WITH GROUND.  IT IS LOCATED
 FB2811'17.98 METERS NORTHEAST FROM THE DRIVEWAY CENTER,
 FB2811'8.99 METERS NORTHWEST FROM A UTILITY POLE,
 FB2811'4.11 METERS NORTHWEST FROM THE CENTER OF THE PAVED ROAD,
 FB2811'1.52 METERS SOUTH FROM A METAL WITNESS POST, AND
 FB2811'1.37 METERS SOUTHEAST FROM THE FENCE LINE.
 FB2811'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2811'STAMPED---HORZ 23 004 1979---,
 FB2811'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2811'
 FB2811'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB2811'STAMPED---AZ MK 23 004 1979---,
 FB2811'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 30 CM IN DIAMETER
 FB2811'FLUSH WITH GROUND.  IT IS LOCATED
 FB2811'4.75 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 11,
 FB2811'6.71 METERS EAST FROM THE CENTER OF A DRIVEWAY,
 FB2811'1.37 METERS SOUTH FROM A UTILITY POLE, AND
 FB2811'1.22 METERS WEST FROM A METAL WITNESS POST.
 FB2811'
 FB2811'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB2811'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FB2811
 FB2811                          STATION RECOVERY (1979)
 FB2811
 FB2811'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB2811'RECOVERED IN GOOD CONDITION.
 FB2811
 FB2811                          STATION RECOVERY (1986)
 FB2811
 FB2811'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DCS)
 FB2811'RECOVERED IN GOOD CONDITION.
 FB2811
 FB2811                          STATION RECOVERY (1986)
 FB2811
 FB2811'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 FB2811'RECOVERED IN GOOD CONDITION.
 FB2811
 FB2811                          STATION RECOVERY (1991)
 FB2811
 FB2811'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB2811'STATION IS LOCATED 0.9 MILE WEST SOUTHWEST OF GOWENSVILLE.
 FB2811'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB2811'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB2811'THE JUNCTION STATE HIGHWAYS 14 (NORTH HIGHWAY 14) AND 11 (CHEROKEE
 FB2811'FOOTHILLS SCENIC HIGHWAY) IN GOWENSVILLE, GO WEST ON HIGHWAY 11 FOR
 FB2811'1.15 MILE TO A REVERSE FORK LEFT (SMITH ROAD), TURN LEFT ON SMITH
 FB2811'ROAD FOR 0.6 MILE TO THE JUNCTION OF STATE ROAD 114, TURN RIGHT ON
 FB2811'ROAD 114 FOR 0.1 MILE TO THE STATION ON THE RIGHT NEAR A WOODEN RAIL
 FB2811'FENCE IN THE NORTH ANGLE OF A GRAVEL DRIVE LEADING WEST NORTHWEST.
 FB2811'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2811'ROAD, 16.0 FEET NORTHWEST OF THE CENTER OF THE ROAD, 30.6 FEET
 FB2811'NORTHWEST OF A POWER POLE NUMBER 33391 WITH GUY WIRE, 36.6 FEET EAST
 FB2811'NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 4701/026, 4.2 FEET
 FB2811'SOUTHEAST OF THE FENCE LINE, 65.5 FEET NORTHEAST OF THE CENTER OF THE
 FB2811'DRIVE, 138.0 FEET WEST SOUTHWEST OF THE CENTER OF A STEEL PIPE GATE,
 FB2811'5.3 FEET SOUTH OF A WITNESS POST.  NOTE-STATION INTERVISIBLE WITH
 FB2811'STATION 23 004 AZ MK.  RECOVERED BY R.W. ROBERTS.
 FB2811
 FB2811                          STATION RECOVERY (1992)
 FB2811
 FB2811'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2811'STATION IS LOCATED 0.9 MILE (1.4 KM) WEST SOUTHWEST OF GOWENSVILLE,
 FB2811'5.2 MILES (8.4 KM) WEST OF CAMPOBELLO. OWNERSHIP--SCDHPT, DIRECTOR OF
 FB2811'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB2811'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS 14 (NORTH
 FB2811'HIGHWAY 14) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) IN GOWENSVILLE,
 FB2811'4.3 MILES (6.9 KM) WEST OF CAMPOBELLO, GO WEST ON HIGHWAY 11 FOR 1.15
 FB2811'MILES (1.85 KM) TO A REVERSE FORK LEFT (SMITH ROAD), TURN LEFT ON
 FB2811'SMITH ROAD FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE ROAD 114,
 FB2811'TURN RIGHT ON ROAD 114 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 FB2811'RIGHT NEAR A WOODEN RAIL FENCE IN THE NORTH ANGLE OF A GRAVEL DRIVE
 FB2811'LEADING WEST NORTHWEST. STATION IS A CONCRETE POST FLUSH WITH THE
 FB2811'GROUND AND LEVEL WITH THE ROAD, 16.0 FEET (4.9 M) NORTHWEST OF THE
 FB2811'CENTER OF THE ROAD, 30.6 FEET (9.3 M) NORTHWEST OF A POWER POLE NUMBER
 FB2811'33391 WITH GUY WIRE, 36.6 FEET (11.2 M) EAST NORTHEAST OF A TELEPHONE
 FB2811'JUNCTION BOX NUMBER 4701/026, 4.2 FEET (1.3 M) SOUTHEAST OF THE FENCE
 FB2811'LINE, 138.0 FEET (42.1 M) WEST SOUTHWEST OF THE CENTER OF A STEEL PIPE
 FB2811'GATE, 4.9 FEET (1.5 M) EAST SOUTHEAST OF A WOODEN FENCE POST WITH A
 FB2811'SCGS REFERENCE WASHER ATTACHED, 5.3 FEET (1.6 M) SOUTH OF A WITNESS
 FB2811'POST. NOTE-STATION INTERVISIBLE WITH STATION 23 004 AZ MK. RECOVERED
 FB2811'BY T. HALL.
 FB2811
 FB2811                          STATION RECOVERY (2000)
 FB2811
 FB2811'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2811'STATION IS LOCATED 7.85 MILES (12.63 KM) EAST NORTHEAST OF TIGERVILLE,
 FB2811'0.9 MILE (1.4 KM) WEST OF GOWENSVILLE, 19.7 MILES (31.7 KM) NORTH
 FB2811'NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB2811'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2811'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB2811'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 14 IN GOWENSVILLE,
 FB2811'GO WEST HIGHWAY 11 FOR 1.1 MILES (1.8 KM) TO A REVERSE FORK LEFT
 FB2811'(SMITH ROAD) , TURN LEFT ON SMITH ROAD FOR 0.6 MILE (1.0 KM) TO THE
 FB2811'JUNCTION OF STATE ROAD 114, TURN RIGHT ON ROAD 114 FOR 0.1 MILE (0.2
 FB2811'KM) TO THE STATION ON THE RIGHT NEAR A SPLIT RAIL FENCE.  STATION IS A
 FB2811'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 15.5 FEET
 FB2811'(4.7 M) NORTHWEST OF THE CENTER OF ROAD 114, 4.6 FEET (1.4 M) EAST
 FB2811'SOUTHEAST OF A WOODEN SPLIT RAIL FENCE POST WITH A SCGS REFERENCE
 FB2811'WASHER ATTACHED, 36.8 FEET (11.2 M) EAST NORTHEAST OF A TELEPHONE
 FB2811'JUNCTION BOX NUMBER 4701/026, 70.5 FEET (21.5 M) WEST SOUTHWEST OF A
 FB2811'POWER POLE NUMBER 33391, 5.4 FEET (1.6 M) SOUTH OF A WITNESS POST.
 FB2811'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 004 AZ MK.
 FB2811'RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2817 ***********************************************************************
 FB2817  DESIGNATION -  23 004 AZ MK
 FB2817  PID         -  FB2817
 FB2817  STATE/COUNTY-  SC/GREENVILLE
 FB2817  USGS QUAD   -  CAMPOBELLO (1983)
 FB2817
 FB2817                         *CURRENT SURVEY CONTROL
 FB2817  ___________________________________________________________________
 FB2817* NAD 83(2001)-  35 06 56.44250(N)    082 14 30.67967(W)     ADJUSTED  
 FB2817* NAVD 88     -       337.490  (meters)    1107.25   (feet)  ADJUSTED  
 FB2817  ___________________________________________________________________
 FB2817  X           -     705,103.296 (meters)                     COMP
 FB2817  Y           -  -5,175,495.053 (meters)                     COMP
 FB2817  Z           -   3,648,548.075 (meters)                     COMP
 FB2817  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 FB2817  ELLIP HEIGHT-         305.91  (meters)          (03/13/03) GPS OBS
 FB2817  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FB2817  DYNAMIC HT  -         337.146 (meters)    1106.12  (feet)  COMP
 FB2817  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 FB2817
 FB2817  HORZ ORDER  -  FIRST
 FB2817  VERT ORDER  -  FIRST     CLASS II
 FB2817  ELLP ORDER  -  FOURTH    CLASS II
 FB2817
 FB2817.The horizontal coordinates were established by GPS observations
 FB2817.and adjusted by the National Geodetic Survey in March 2003..
 FB2817
 FB2817.The orthometric height was determined by differential leveling
 FB2817.and adjusted by the National Geodetic Survey in August 1993..
 FB2817
 FB2817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2817
 FB2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2817
 FB2817.The ellipsoidal height was determined by GPS observations
 FB2817.and is referenced to NAD 83.
 FB2817
 FB2817.The geoid height was determined by GEOID03.
 FB2817
 FB2817.The dynamic height is computed by dividing the NAVD 88
 FB2817.geopotential number by the normal gravity value computed on the
 FB2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2817.degrees latitude (g = 980.6199 gals.).
 FB2817
 FB2817.The modeled gravity was interpolated from observed gravity values.
 FB2817
 FB2817;                    North         East     Units Scale Factor Converg.
 FB2817;SPC SC       -   364,711.563   496,383.037   MT  1.00011264   -0 41 18.5
 FB2817;SPC SC       - 1,196,560.25  1,628,553.27   iFT  1.00011264   -0 41 18.5
 FB2817;UTM  17      - 3,886,577.011   386,835.324   MT  0.99975783   -0 42 51.9
 FB2817
 FB2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2817!SPC SC       -   0.99995199  x   1.00011264  =   1.00006462
 FB2817!UTM  17      -   0.99995199  x   0.99975783  =   0.99970983
 FB2817
 FB2817:                Primary Azimuth Mark                     Grid Az
 FB2817:SPC SC       -  23 004                                   165 03 31.4
 FB2817:UTM  17      -  23 004                                   165 05 04.8
 FB2817
 FB2817|---------------------------------------------------------------------|
 FB2817| PID    Reference Object                     Distance      Geod. Az  |
 FB2817|                                                           dddmmss.s |
 FB2817| FB2811 23 004                              APPROX. 0.7 KM 1642212.9 |
 FB2817|---------------------------------------------------------------------|
 FB2817
 FB2817                          SUPERSEDED SURVEY CONTROL
 FB2817
 FB2817  NAD 83(1986)-  35 06 56.45280(N)    082 14 30.68191(W) AD(       ) 1
 FB2817  NAD 83(1995)-  35 06 56.44269(N)    082 14 30.67872(W) AD(       ) 1
 FB2817  ELLIP H (04/18/02)  305.94   (m)                       GP(       ) 4 1
 FB2817  NAD 83(1986)-  35 06 56.45308(N)    082 14 30.67912(W) AD(       ) 2
 FB2817  NAD 27      -  35 06 56.03734(N)    082 14 31.26505(W) AD(       ) 2
 FB2817  NAVD 88 (04/18/02)  337.49   (m)         1107.2    (f) LEVELING    3  
 FB2817  NGVD 29 (12/12/91)  337.561  (m)         1107.48   (f) ADJUSTED    1 2
 FB2817
 FB2817.Superseded values are not recommended for survey control.
 FB2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2817.See file dsdata.txt to determine how the superseded data were derived.
 FB2817
 FB2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8683586577(NAD 83)
 FB2817_MARKER: DD = SURVEY DISK
 FB2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2817_SP_SET: CONCRETE POST
 FB2817_STAMPING: AZ MK 23 004 1979
 FB2817_MARK LOGO: SCGS  
 FB2817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2817+STABILITY: SURFACE MOTION
 FB2817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2817+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB2817
 FB2817  HISTORY     - Date     Condition        Report By
 FB2817  HISTORY     - 1979     MONUMENTED       SCGS
 FB2817  HISTORY     - 1979     GOOD             SCGS
 FB2817  HISTORY     - 19910701 GOOD             SCGS
 FB2817  HISTORY     - 19921202 GOOD             SCGS
 FB2817  HISTORY     - 20000712 GOOD             SCGS
 FB2817
 FB2817                          STATION DESCRIPTION
 FB2817
 FB2817'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2817'THE STATION IS LOCATED ABOUT 32 KM NORTH-NORTHEAST OF
 FB2817'GREENVILLE, 9-3/4 KM SOUTH OF THE NORTH CAROLINA STATE LINE, 2 KM
 FB2817'WEST OF THE SPARTANBURG COUNTY LINE, 1-1/2 KM WEST-SOUTHWEST OF
 FB2817'GOWENSVILLE AND WITHIN THE RIGHT-OF-WAY OF STATE HIGHWAY 11.
 FB2817'
 FB2817'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 FB2817'14 IN GOWENSVILLE, GO WEST ON HIGHWAY 11 FOR 1.6 KM (1.0 MI) TO
 FB2817'A PAVED DRIVE AND THE STATION ON THE RIGHT.
 FB2817'
 FB2817'THE STATION IS A STANDARD SCGS DISK
 FB2817'STAMPED---AZ MK 23 004 1979---,
 FB2817'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 25 CM IN DIAMETER
 FB2817'FLUSH WITH GROUND.  IT IS LOCATED
 FB2817'9.8 METERS (32.2 FT) NORTH FROM THE APPROXIMATE CENTER OF STATE
 FB2817'HIGHWAY 11,
 FB2817'6.7 METERS (22 FT) EAST FROM THE APPROXIMATE CENTER OF A PAVED
 FB2817'DRIVE,
 FB2817'1.4 METERS (4.6 FT) SOUTH FROM A UTILITY POLE, AND
 FB2817'1.2 METERS (3 FT) WEST FROM A METAL WITNESS POST.
 FB2817'
 FB2817'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FB2817'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2817
 FB2817                          STATION RECOVERY (1979)
 FB2817
 FB2817'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB2817'RECOVERED IN GOOD CONDITION.
 FB2817
 FB2817                          STATION RECOVERY (1991)
 FB2817
 FB2817'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB2817'STATION IS LOCATED 0.95 MILE WEST OF GOWENSVILLE.  OWNERSHIP--SCDHPT,
 FB2817'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB2817'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS
 FB2817'14 (NORTH HIGHWAY 14) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) IN
 FB2817'GOWENSVILLE, GO WEST ON HIGHWAY 11 FOR 0.95 MILE TO THE STATION ON
 FB2817'THE RIGHT NEAR A POWER POLE NUMBER 33322 IN THE NORTHEAST ANGLE OF A
 FB2817'PAVED DRIVE LEADING NORTH.  STATION IS A CONCRETE POST FLUSH WITH THE
 FB2817'GROUND AND LEVEL WITH THE HIGHWAY, 32.3 FEET NORTH NORTHEAST OF THE
 FB2817'CENTER OF THE HIGHWAY, 22.7 FEET EAST SOUTHEAST OF THE CENTER OF THE
 FB2817'DRIVE, 4.4 FEET SOUTH OF THE POWER POLE, 4.0 FEET WEST OF A WITNESS
 FB2817'POST.  RECOVERED BY R.W. ROBERTS.
 FB2817
 FB2817                          STATION RECOVERY (1992)
 FB2817
 FB2817'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2817'STATION IS LOCATED 0.95 MILE (1.53 KM) WEST OF GOWENSVILLE, 5.3 MILES
 FB2817'(8.5 KM) WEST OF CAMPOBELLO. OWNERSHIP--SCDHPT, DIRECTOR OF
 FB2817'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB2817'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS 14 (NORTH
 FB2817'HIGHWAY 14) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) IN GOWENSVILLE,
 FB2817'4.3 MILES (6.9 KM) WEST OF CAMPOBELLO, GO WEST ON HIGHWAY 11 FOR 0.95
 FB2817'MILE (1.53 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE NUMBER
 FB2817'33322 IN THE NORTHEAST ANGLE OF A PAVED DRIVE LEADING NORTH. STATION
 FB2817'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE
 FB2817'HIGHWAY, 32.3 FEET (9.8 M) NORTH NORTHEAST OF THE CENTER OF THE
 FB2817'HIGHWAY, 22.7 FEET (6.9 M) EAST SOUTHEAST OF THE CENTER OF THE DRIVE,
 FB2817'4.7 FEET (1.4 M) SOUTH SOUTHWEST OF THE POWER POLE, 4.0 FEET (1.2 M)
 FB2817'WEST OF A WITNESS POST. RECOVERED BY T. HALL.
 FB2817
 FB2817                          STATION RECOVERY (2000)
 FB2817
 FB2817'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2817'STATION IS LOCATED 7.9 MILES (12.7 KM) EAST NORTHEAST OF TIGERVILLE,
 FB2817'0.9 WEST OF GOWENSVILLE, 20.1 MILES (32.3 KM) NORTH NORTHEAST OF
 FB2817'GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 FB2817'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 FB2817'FROM THE JUNCTION OF STATE HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC
 FB2817'HIGHWAY) AND 14 IN GOWENSVILLE, GO WEST HIGHWAY 11 FOR 1.0 MILE (1.6
 FB2817'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE, 0.1 MILE (0.2 KM)
 FB2817'EAST OF THE JUNCTION OF STATE ROAD 114 (SMITH ROAD) . STATION IS A
 FB2817'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 32.4
 FB2817'FEET (9.9 M) NORTH OF THE CENTER OF HIGHWAY 11, 4.7 FEET (1.4 M) SOUTH
 FB2817'SOUTHWEST OF THE POWER POLE NUMBER 33322, 22.4 FEET (6.8 M) EAST
 FB2817'SOUTHEAST OF THE CENTER OF A PAVED DRIVEWAY APRON, 90.5 FEET (27.6 M)
 FB2817'NORTH NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 4001/280, 3.9 FEET
 FB2817'(1.2 M) WEST NORTHWEST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE
 FB2817'WITH SURVEY STATION 23 004.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2882 ***********************************************************************
 FB2882  DESIGNATION -  23 005
 FB2882  PID         -  FB2882
 FB2882  STATE/COUNTY-  SC/GREENVILLE
 FB2882  USGS QUAD   -  TIGERVILLE (1983)
 FB2882
 FB2882                         *CURRENT SURVEY CONTROL
 FB2882  ___________________________________________________________________
 FB2882* NAD 83(2001)-  35 05 23.42137(N)    082 19 40.99104(W)     ADJUSTED  
 FB2882* NAVD 88     -       341.1    (meters)    1119.     (feet)  VERTCON   
 FB2882  ___________________________________________________________________
 FB2882  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 FB2882  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 FB2882
 FB2882  HORZ ORDER  -  SECOND
 FB2882
 FB2882.The horizontal coordinates were established by classical geodetic methods
 FB2882.and adjusted by the National Geodetic Survey in March 2004..
 FB2882
 FB2882.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2882
 FB2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2882
 FB2882.The geoid height was determined by GEOID03.
 FB2882
 FB2882;                    North         East     Units Scale Factor Converg.
 FB2882;SPC SC       -   361,942.535   488,488.188   MT  1.00010131   -0 44 10.6
 FB2882;SPC SC       - 1,187,475.51  1,602,651.54   iFT  1.00010131   -0 44 10.6
 FB2882;UTM  17      - 3,883,812.584   378,941.857   MT  0.99978061   -0 45 48.7
 FB2882
 FB2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2882!SPC SC       -   0.99995139  x   1.00010131  =   1.00005270
 FB2882!UTM  17      -   0.99995139  x   0.99978061  =   0.99973201
 FB2882
 FB2882:                Primary Azimuth Mark                     Grid Az
 FB2882:SPC SC       -  23 005 AZ MK PTA                         146 52 08.0
 FB2882:UTM  17      -  23 005 AZ MK PTA                         146 53 46.1
 FB2882
 FB2882|---------------------------------------------------------------------|
 FB2882| PID    Reference Object                     Distance      Geod. Az  |
 FB2882|                                                           dddmmss.s |
 FB2882| FB2877 23 005 AZ MK PTA                    421.619 METERS 1460757.4 |
 FB2882| FB2878 23 005 AZ MK                        415.911 METERS 1460801.8 |
 FB2882| FB2881 23 005 PTA                            6.174 METERS 17058     |
 FB2882|---------------------------------------------------------------------|
 FB2882
 FB2882                          SUPERSEDED SURVEY CONTROL
 FB2882
 FB2882  NAD 83(1986)-  35 05 23.43217(N)    082 19 40.99198(W) AD(       ) 2
 FB2882  NAD 27      -  35 05 23.02103(N)    082 19 41.56800(W) AD(       ) 2
 FB2882  NGVD 29 (07/19/86)  341.2    (m)         1119.     (f) VERT ANG       
 FB2882
 FB2882.Superseded values are not recommended for survey control.
 FB2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2882.See file dsdata.txt to determine how the superseded data were derived.
 FB2882
 FB2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7894283813(NAD 83)
 FB2882_MARKER: DD = SURVEY DISK
 FB2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2882_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2882+STABILITY: SURFACE MOTION
 FB2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2882+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 FB2882
 FB2882  HISTORY     - Date     Condition        Report By
 FB2882  HISTORY     - 1979     MONUMENTED       SCGS
 FB2882  HISTORY     - 20000830 MARK NOT FOUND   SCGS
 FB2882
 FB2882                          STATION DESCRIPTION
 FB2882
 FB2882'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2882'THE STATION IS LOCATED ABOUT 27 KM NORTH-NORTHEAST OF GREENVILLE,
 FB2882'10-1/2 KM WEST OF THE SPARTANBURG COUNTY LINE, 3 KM EAST-NORTHEAST
 FB2882'OF TIGERVILLE, 1-1/2 KM WEST OF THE JUNCTION OF STATE HIGHWAYS 101
 FB2882'AND 414, ON PRIVATE PROPERTY, AND ALONG A PAVED ROAD ADJACENT TO
 FB2882'A CULTIVATED FIELD.
 FB2882'
 FB2882'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND
 FB2882'414 ABOUT 2.5 KM (1.6 MI) NORTHEAST OF THE COMMUNITY OF
 FB2882'TIGERVILLE, GO WESTERLY ON STATE HIGHWAY 414 FOR 0.4 KM
 FB2882'(0.25 MI) TO A PAVED ROAD LEFT AND A POND ON THE RIGHT. (TO
 FB2882'REACH THE AZIMUTH MARK, TURN LEFT AND GO FOR 30 METERS
 FB2882'(100 FT) TO THE MARK ON THE RIGHT).  CONTINUE AHEAD ON STATE
 FB2882'HIGHWAY 414 FOR 0.3 KM (0.2 MI) TO A PAVED CROSSROAD.  TURN RIGHT
 FB2882'AND GO NORTH FOR 0.6 KM (0.35 MI) TO THE HIGHLAND CHURCH OF GOD ON
 FB2882'RIGHT.  CONTINUE NORTH FOR 0.1 KM (0.05 MI) TO THE STATION ON
 FB2882'RIGHT.
 FB2882'
 FB2882'THE STATION IS A STANDARD SCGS DISK
 FB2882'STAMPED---HORZ 23 005 1979---,
 FB2882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 FB2882'FLUSH WITH GROUND.  IT IS LOCATED
 FB2882'4.9 METERS EAST-SOUTHEAST FROM THE CENTER OF ROAD,
 FB2882'30.5 METERS SOUTH-SOUTHWEST FROM A WHITE OAK TREE, AND
 FB2882'1.2 METERS WEST-NORTHWEST FROM AN OVERHEAD POWER LINE.
 FB2882'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2882'STAMPED---HORZ 23 005 1979---,
 FB2882'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2882'
 FB2882'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB2882'STAMPED---AZ MK 23 005 1979---,
 FB2882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 FB2882'FLUSH WITH GROUND.  IT IS LOCATED
 FB2882'29.6 METERS SOUTHEAST FROM THE CENTER OF HIGHWAY 414,
 FB2882'15.5 METERS NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF A
 FB2882'HOUSE,
 FB2882'13.7 METERS NORTHWEST FROM A UTILITY POLE WITH A YARD LIGHT.
 FB2882'LIGHT,
 FB2882'10.7 METERS SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED ROAD,
 FB2882'1 METER NORTHEAST FROM THE SOUTHWEST EDGE OF A CUT BANK,
 FB2882'AND 3 METERS ABOVE THE ROAD SURFACE.
 FB2882'
 FB2882'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2882'NO REFERENCE MARKS WERE SET AT THIS TIME.
 FB2882
 FB2882                          STATION RECOVERY (2000)
 FB2882
 FB2882'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2882'NOT RECOVERED, MEASUREMENTS LED TO GRAVEL DRIVEWAY.  RECOVERY BY R.P.
 FB2882'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2878 ***********************************************************************
 FB2878  DESIGNATION -  23 005 AZ MK
 FB2878  PID         -  FB2878
 FB2878  STATE/COUNTY-  SC/GREENVILLE
 FB2878  USGS QUAD   -  TIGERVILLE (1983)
 FB2878
 FB2878                         *CURRENT SURVEY CONTROL
 FB2878  ___________________________________________________________________
 FB2878* NAD 83(2001)-  35 05 12.21496(N)    082 19 31.84146(W)     ADJUSTED  
 FB2878* NAVD 88     -       321.1    (meters)    1053.     (feet)  VERTCON   
 FB2878  ___________________________________________________________________
 FB2878  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FB2878  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 FB2878
 FB2878  HORZ ORDER  -  SECOND
 FB2878
 FB2878.The horizontal coordinates were established by classical geodetic methods
 FB2878.and adjusted by the National Geodetic Survey in March 2004..
 FB2878
 FB2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2878
 FB2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2878
 FB2878.The geoid height was determined by GEOID03.
 FB2878
 FB2878;                    North         East     Units Scale Factor Converg.
 FB2878;SPC SC       -   361,594.202   488,715.522   MT  1.00009996   -0 44 05.5
 FB2878;SPC SC       - 1,186,332.68  1,603,397.38   iFT  1.00009996   -0 44 05.5
 FB2878;UTM  17      - 3,883,464.255   379,168.953   MT  0.99977994   -0 45 43.3
 FB2878
 FB2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2878!SPC SC       -   0.99995453  x   1.00009996  =   1.00005449
 FB2878!UTM  17      -   0.99995453  x   0.99977994  =   0.99973448
 FB2878
 FB2878                          SUPERSEDED SURVEY CONTROL
 FB2878
 FB2878  NAD 83(1986)-  35 05 12.22577(N)    082 19 31.84237(W) AD(       ) 2
 FB2878  NAD 27      -  35 05 11.81434(N)    082 19 32.41872(W) AD(       ) 2
 FB2878  NGVD 29 (07/19/86)  321.2    (m)         1054.     (f) VERT ANG       
 FB2878
 FB2878.Superseded values are not recommended for survey control.
 FB2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2878.See file dsdata.txt to determine how the superseded data were derived.
 FB2878
 FB2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7916983464(NAD 83)
 FB2878_MARKER: DD = SURVEY DISK
 FB2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2878_STAMPING: AZ MK 23 005 1979
 FB2878_MARK LOGO: SCGS  
 FB2878_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2878+STABILITY: SURFACE MOTION
 FB2878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2878+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 FB2878
 FB2878  HISTORY     - Date     Condition        Report By
 FB2878  HISTORY     - 1979     MONUMENTED       SCGS
 FB2878  HISTORY     - 19921123 GOOD             SCGS
 FB2878  HISTORY     - 20000830 GOOD             SCGS
 FB2878
 FB2878                          STATION DESCRIPTION
 FB2878
 FB2878'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2878'THE STATION IS LOCATED ABOUT 27 KM NORTH-NORTHEAST OF GREENVILLE,
 FB2878'10-1/2 KM WEST OF THE SPARTANBURG COUNTY LINE, 3 KM EAST-NORTHEAST
 FB2878'OF TIGERVILLE, 1-1/2 KM WEST OF THE JUNCTION OF STATE HIGHWAYS 101
 FB2878'AND 414, SOUTHEAST OF AND WITHIN RIGHT-OF-WAY OF STATE HIGHWAY
 FB2878'414.
 FB2878'
 FB2878'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND
 FB2878'414 ABOUT 2-1/2 KM (1.6 MI) NORTHEAST OF THE COMMUNITY OF
 FB2878'TIGERVILLE.  GO WESTERLY ON STATE HIGHWAY 414 FOR 0.4 KM (0.25 MI)
 FB2878'TO A PAVED ROAD LEFT, A POND ON THE LEFT AND THE STATION ABOUT
 FB2878'30 METERS (98 FEET) TO THE LEFT ON THE RIGHT SIDE OF THE ROAD.
 FB2878'
 FB2878'THE STATION IS A STANDARD SCGS DISK
 FB2878'STAMPED---AZ MK 23 005 1979---,
 FB2878'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FB2878'FLUSH WITH GROUND.  IT IS LOCATED
 FB2878'29.6 METERS (97 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY 414,
 FB2878'15.5 METERS (51 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF
 FB2878'A HOUSE,
 FB2878'13.7 METERS (45 FT) NORTHWEST FROM A UTILITY POLE WITH YARD LIGHT,
 FB2878'10.7 METERS (35 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED
 FB2878'ROAD AND
 FB2878'0.9 METER (3 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF A CUT BANK
 FB2878'AND 3 METERS ABOVE THE ROAD SURFACE.
 FB2878'
 FB2878'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2878'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB2878
 FB2878                          STATION RECOVERY (1992)
 FB2878
 FB2878'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2878'STATION IS LOCATED 2.75 MILES (4.43 KM) NORTHEAST OF TIGERVILLE.
 FB2878'OWNERSHIP--ELLIE BALLENGER, 3250 HIGHWAY 414, TAYLORS, SC 29687, PHONE
 FB2878'803-895-4002. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FB2878'414, 101 AND STATE ROAD 44, 3.0 MILES (4.8 KM) NORTHEAST OF
 FB2878'TIGERVILLE, GO WEST ON HIGHWAY 414 FOR 0.25 MILE (0.40 KM) TO A PAVED
 FB2878'ROAD LEFT, TURN LEFT ON THE PAVED ROAD TO THE STATION ON THE RIGHT ON
 FB2878'A BANK IN THE YARD OF 3250 HIGHWAY 414. STATION IS A CONCRETE POST
 FB2878'FLUSH WITH THE GROUND AND 9.5 FEET (2.9 M) ABOVE THE PAVED ROAD, 44.4
 FB2878'FEET (13.5 M) NORTHWEST OF A SECURITY LIGHT POLE, 51.0 FEET (15.5 M)
 FB2878'NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 66.2 FEET (20.2 M) EAST OF
 FB2878'A POWER POLE WITH GUY WIRE AND TRANSFORMER, 35.6 FEET (10.9 M) SOUTH
 FB2878'SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 106.0 FEET (32.3 M) SOUTH
 FB2878'SOUTHEAST OF THE CENTER OF THE HIGHWAY. RECOVERED BY T. HALL.
 FB2878
 FB2878                          STATION RECOVERY (2000)
 FB2878
 FB2878'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2878'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHEAST OF TIGERVILLE, 16.5
 FB2878'MILES (26.6 KM) NORTH NORTHEAST OF GREENVILLE.  OWNERSHIP--ELLIE
 FB2878'BALLENGER, 3250 HIGHWAY 414, TAYLORS, SC 29687, PHONE 864-895-4002. TO
 FB2878'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 414, 101, AND
 FB2878'STATE ROAD 44, 3.0 MILES (4.8 KM) NORTHEAST OF TIGERVILLE, GO WEST ON
 FB2878'HIGHWAY 414 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF A PAVED ROAD
 FB2878'LEFT, TURN LEFT ON THE PAVED ROAD FOR 0.05 MILE (0.08 KM) TO THE
 FB2878'STATION ON THE RIGHT ON TOP OF A CUT-BANK IN THE YARD OF A ONE STORY
 FB2878'WOODEN HOUSE NUMBER 3250.  STATION IS A CONCRETE POST FLUSH WITH THE
 FB2878'GROUND AND 10.0 FEET (3.0 M) ABOVE THE PAVED ROAD, 36.2 FEET (11.0 M)
 FB2878'SOUTH SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 44.6 FEET (13.6 M)
 FB2878'NORTHWEST OF A SECURITY LIGHT POLE, 66.5 FEET (20.3 M) EAST OF A POWER
 FB2878'POLE WITH A TRANSFORMER, 13.5 FEET (4.1 M) SOUTHEAST OF A 1.8-FOOT OAK
 FB2878'TREE, 16.2 FEET (4.9 M) SOUTH SOUTHWEST OF A WITNESS POST.  RECOVERED
 FB2878'BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2875 ***********************************************************************
 FB2875  DESIGNATION -  23 006
 FB2875  PID         -  FB2875
 FB2875  STATE/COUNTY-  SC/GREENVILLE
 FB2875  USGS QUAD   -  TIGERVILLE (1983)
 FB2875
 FB2875                         *CURRENT SURVEY CONTROL
 FB2875  ___________________________________________________________________
 FB2875* NAD 83(2001)-  35 03 41.49083(N)    082 15 03.12490(W)     ADJUSTED  
 FB2875* NAVD 88     -       320.7    (meters)    1052.     (feet)  VERTCON   
 FB2875  ___________________________________________________________________
 FB2875  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 FB2875  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 FB2875
 FB2875  HORZ ORDER  -  SECOND
 FB2875
 FB2875.The horizontal coordinates were established by classical geodetic methods
 FB2875.and adjusted by the National Geodetic Survey in March 2004..
 FB2875
 FB2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2875
 FB2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2875
 FB2875.The geoid height was determined by GEOID03.
 FB2875
 FB2875;                    North         East     Units Scale Factor Converg.
 FB2875;SPC SC       -   358,713.427   495,488.702   MT  1.00008913   -0 41 36.5
 FB2875;SPC SC       - 1,176,881.32  1,625,619.10   iFT  1.00008913   -0 41 36.5
 FB2875;UTM  17      - 3,880,581.324   385,938.619   MT  0.99976034   -0 43 07.1
 FB2875
 FB2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2875!SPC SC       -   0.99995461  x   1.00008913  =   1.00004374
 FB2875!UTM  17      -   0.99995461  x   0.99976034  =   0.99971496
 FB2875
 FB2875                          SUPERSEDED SURVEY CONTROL
 FB2875
 FB2875  NAD 83(1986)-  35 03 41.50194(N)    082 15 03.12694(W) AD(       ) 2
 FB2875  NAD 27      -  35 03 41.08861(N)    082 15 03.71748(W) AD(       ) 2
 FB2875  NGVD 29 (07/19/86)  320.8    (m)         1052.     (f) VERT ANG       
 FB2875
 FB2875.Superseded values are not recommended for survey control.
 FB2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2875.See file dsdata.txt to determine how the superseded data were derived.
 FB2875
 FB2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8593980581(NAD 83)
 FB2875_MARKER: DD = SURVEY DISK
 FB2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2875_STAMPING: HORZ 23 006 1979
 FB2875_MARK LOGO: SCGS  
 FB2875_PROJECTION: FLUSH
 FB2875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2875+STABILITY: SURFACE MOTION
 FB2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2875+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2000
 FB2875
 FB2875  HISTORY     - Date     Condition        Report By
 FB2875  HISTORY     - 1979     MONUMENTED       SCGS
 FB2875  HISTORY     - 19921202 GOOD             SCGS
 FB2875  HISTORY     - 19991026 GOOD             SCGS
 FB2875  HISTORY     - 20000829 GOOD             SCGS
 FB2875
 FB2875                          STATION DESCRIPTION
 FB2875
 FB2875'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2875'THE STATION IS LOCATED ABOUT 27-1/4 KM NORTH-NORTHEAST OF
 FB2875'GREENVILLE, 3.2 KM SOUTH OF THE JUNCTION OF STATE HIGHWAYS 14
 FB2875'1-1/2 KM WEST OF THE GREENVILLE-SPARTANBURG COUNTY LINE,
 FB2875'AND IN THE YARD OF LEON AND VIRGINIA BRIGHT.
 FB2875'
 FB2875'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 FB2875'414 ABOUT 4-3/4 KM (3 MI) SOUTH OF GOWENSVILLE, GO SOUTH ON
 FB2875'HIGHWAY 14 FOR 2.9 KM (1.8 MI) TO A PAVED ROAD LEFT.  CONTINUE
 FB2875'SOUTHERLY ON HIGHWAY 14 FOR 0.5 KM (0.3 MI) TO THE STATION
 FB2875'ON THE LEFT.
 FB2875'
 FB2875'THE STATION IS A STANDARD SCGS DISK
 FB2875'STAMPED---HORZ 23 006 1979---,
 FB2875'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2875'FLUSH WITH GROUND.  IT IS LOCATED
 FB2875'48.2 METERS SOUTHEAST FROM THE CENTER LINE OF HIGHWAY 14,
 FB2875'11.6 METERS NORTH FROM A WIRE FENCE,
 FB2875'10.4 METERS SOUTH FROM THE SOUTHEAST CORNER OF THE CARPORT,
 FB2875'6.4 METERS EAST-NORTHEAST FROM THE NORTH ONE OF TWO METAL POLES
 FB2875'FOR A SWING, AND
 FB2875'0.6 METER WEST-NORTHWEST FROM THE PAVED DRIVE.
 FB2875'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2875'STAMPED---HORZ 23 006 1979---,
 FB2875'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2875'
 FB2875'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2875'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2875'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 FB2875
 FB2875                          STATION RECOVERY (1992)
 FB2875
 FB2875'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2875'STATION IS LOCATED 7.4 MILES (11.9 KM) EAST OF TIGERVILLE, 7.6 MILES
 FB2875'(12.2 KM) NORTH OF GREER. OWNERSHIP--LEON AND VIRGINIA BRIGHT, 4566
 FB2875'NORTH HIGHWAY 14, GREER, SC 29651, PHONE 803-895-1965. CALL BEFORE
 FB2875'OBSERVATIONS. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FB2875'14 (NORTH HIGHWAY 14) AND 414, 7.3 MILES (11.7 KM) EAST OF TIGERVILLE,
 FB2875'GO SOUTHWEST ON HIGHWAY 14 FOR 2.0 MILES (3.2 KM) TO HAMBY COURT RIGHT
 FB2875'AND A PAVED DRIVEWAY LEFT LEADING TO A BRICK HOUSE, TURN LEFT ON THE
 FB2875'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR THE SOUTHEAST
 FB2875'EDGE OF A GRASSY CIRCULAR MEDIAN AT THE END OF THE DRIVEWAY. STATION
 FB2875'IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE
 FB2875'DRIVEWAY, 39.5 FEET (12.0 M) NORTHEAST OF A WOODEN FENCE LINE, 45.1
 FB2875'FEET (13.7 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE BRICK CHIMNEY
 FB2875'OF THE HOUSE, 11.8 FEET (3.6 M) EAST SOUTHEAST OF A 0.5-FOOT MAPLE
 FB2875'TREE, 40.5 FEET (12.3 M) NORTH OF THE WEST ONE OF TWO METAL POSTS OF A
 FB2875'SWING, 156.2 FEET (47.6 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 FB2875'38.1 FEET (11.6 M) WEST SOUTHWEST OF THE SOUTH CORNER OF A WOODEN
 FB2875'STORAGE SHED. RECOVERED BY T. HALL.
 FB2875
 FB2875                          STATION RECOVERY (1999)
 FB2875
 FB2875'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 FB2875'STATION IS LOCATED 6.7 MILES EAST OF TIGERVILLE, 16.6 MILES NORTHEAST
 FB2875'OF GREENVILLE.
 FB2875'OWNERSHIP--UNKNOWN.
 FB2875'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 414,
 FB2875'7.0 MILES EAST
 FB2875'OF TIGERVILLE, GO SOUTHWEST ON HIGHWAY 14 FOR 2.05 MILES TO THE HAMBY
 FB2875'COURT RIGHT
 FB2875'AND A PAVED DRIVEWAY LEFT LEADING TO A BRICK HOUSE, TURN LEFT ON THE
 FB2875'DRIVEWAY FOR
 FB2875'0.05 MILE TO THE STATION NEAR THE SOUTHEAST EDGE OF A GRASSY CIRCULAR
 FB2875'MEDIAN IN THE
 FB2875'DRIVEWAY.
 FB2875'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 FB2875'DRIVEWAY, 42.1 FEET
 FB2875'SOUTH OF THE SOUTH CORNER OF THE HOUSE, 11.8 FEET EAST SOUTHEAST OF A
 FB2875'MAPLE TREE,
 FB2875'34.6 FEET WEST SOUTHWEST OF THE WEST CORNER OF AN ALUMINUM STORAGE
 FB2875'BUILDING,
 FB2875'38.9 FEET NORTHEAST OF A WOOD FENCE LINE.
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875'
 FB2875
 FB2875                          STATION RECOVERY (2000)
 FB2875
 FB2875'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2875'STATION IS LOCATED 8.6 MILES NORTH OF GREER, 16.5 MILES NORTHEAST OF
 FB2875'GREENVILLE.
 FB2875'OWNERSHIP--LEON AND VIRGINIA BRIGHT, 4566 NORTH HIGHWAY 14, GREER, SC
 FB2875'29651, PHONE
 FB2875'864-895-1965.
 FB2875'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 (NORTH
 FB2875'HIGHWAY 14)
 FB2875'AND 414, 7.3 MILES EAST OF TIGERVILLE, GO SOUTHWEST ON HIGHWAY 14 FOR
 FB2875'2.0 MILES TO HAMBY
 FB2875'COURT RIGHT AND A PAVED DRIVEWAY LEFT LEADING TO A BRICK HOUSE, TURN
 FB2875'LEFT ON THE
 FB2875'DRIVEWAY FOR 0.05 MILE TO THE STATION NEAR THE SOUTHEAST EDGE OF A
 FB2875'GRASSY CIRCULAR
 FB2875'MEDIAN AT THE END OF THE DRIVEWAY.
 FB2875'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2875'DRIVEWAY,
 FB2875'38.9 FEET NORTHEAST OF A WOODEN FENCE LINE, 45.2 FEET SOUTH SOUTHWEST
 FB2875'OF THE BRICK
 FB2875'CHIMNEY OF THE HOUSE, 11.6 FEET EAST SOUTHEAST OF A 1.0-FOOT MAPLE
 FB2875'TREE, 156.4 FEET
 FB2875'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 40.6 FEET NORTH OF THE WEST
 FB2875'ONE OF TWO
 FB2875'METAL POSTS FOR A SWING, 58.4 FEET EAST OF A POWER POLE.
 FB2875'RECOVERED BY J.B. SMOAK.
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875' 
 FB2875'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2269 ***********************************************************************
 ED2269  DESIGNATION -  23 007
 ED2269  PID         -  ED2269
 ED2269  STATE/COUNTY-  SC/GREENVILLE
 ED2269  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED2269
 ED2269                         *CURRENT SURVEY CONTROL
 ED2269  ___________________________________________________________________
 ED2269* NAD 83(2001)-  34 58 32.76532(N)    082 27 09.96115(W)     ADJUSTED  
 ED2269* NAVD 88     -       334.974  (meters)    1098.99   (feet)  ADJUSTED  
 ED2269  ___________________________________________________________________
 ED2269  X           -     687,217.545 (meters)                     COMP
 ED2269  Y           -  -5,186,890.086 (meters)                     COMP
 ED2269  Z           -   3,635,838.572 (meters)                     COMP
 ED2269  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 ED2269  ELLIP HEIGHT-         303.73  (meters)          (03/13/03) GPS OBS
 ED2269  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 ED2269  DYNAMIC HT  -         334.629 (meters)    1097.86  (feet)  COMP
 ED2269  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 ED2269
 ED2269  HORZ ORDER  -  FIRST
 ED2269  VERT ORDER  -  FIRST     CLASS II
 ED2269  ELLP ORDER  -  FOURTH    CLASS II
 ED2269
 ED2269.The horizontal coordinates were established by GPS observations
 ED2269.and adjusted by the National Geodetic Survey in March 2003..
 ED2269
 ED2269.The orthometric height was determined by differential leveling
 ED2269.and adjusted by the National Geodetic Survey in August 1993..
 ED2269
 ED2269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2269
 ED2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2269
 ED2269.The ellipsoidal height was determined by GPS observations
 ED2269.and is referenced to NAD 83.
 ED2269
 ED2269.The geoid height was determined by GEOID03.
 ED2269
 ED2269.The dynamic height is computed by dividing the NAVD 88
 ED2269.geopotential number by the normal gravity value computed on the
 ED2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2269.degrees latitude (g = 980.6199 gals.).
 ED2269
 ED2269.The modeled gravity was interpolated from observed gravity values.
 ED2269
 ED2269;                    North         East     Units Scale Factor Converg.
 ED2269;SPC SC       -   349,440.637   476,937.715   MT  1.00005375   -0 48 19.5
 ED2269;SPC SC       - 1,146,458.78  1,564,756.28   iFT  1.00005375   -0 48 19.5
 ED2269;UTM  17      - 3,871,319.696   367,388.626   MT  0.99981674   -0 49 58.4
 ED2269
 ED2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2269!SPC SC       -   0.99995233  x   1.00005375  =   1.00000607
 ED2269!UTM  17      -   0.99995233  x   0.99981674  =   0.99976908
 ED2269
 ED2269:                Primary Azimuth Mark                     Grid Az
 ED2269:SPC SC       -  23 007 AZ MK PTA                         303 09 44.7
 ED2269:UTM  17      -  23 007 AZ MK PTA                         303 11 23.6
 ED2269
 ED2269|---------------------------------------------------------------------|
 ED2269| PID    Reference Object                     Distance      Geod. Az  |
 ED2269|                                                           dddmmss.s |
 ED2269| ED2271 23 007 AZ MK PTA                    484.613 METERS 3022125.2 |
 ED2269| ED2272 23 007 AZ MK                        491.035 METERS 3022126.8 |
 ED2269|---------------------------------------------------------------------|
 ED2269
 ED2269                          SUPERSEDED SURVEY CONTROL
 ED2269
 ED2269  NAD 83(1986)-  34 58 32.77497(N)    082 27 09.96208(W) AD(       ) 1
 ED2269  NAD 83(1995)-  34 58 32.76584(N)    082 27 09.96106(W) AD(       ) 1
 ED2269  ELLIP H (04/18/02)  303.74   (m)                       GP(       ) 4 1
 ED2269  NAD 83(1986)-  34 58 32.77497(N)    082 27 09.96208(W) AD(       ) 2
 ED2269  NAD 27      -  34 58 32.35349(N)    082 27 10.52159(W) AD(       ) 2
 ED2269  NAVD 88 (04/18/02)  334.97   (m)         1099.0    (f) LEVELING    3  
 ED2269  NGVD 29 (12/12/91)  335.051  (m)         1099.25   (f) ADJUSTED    1 2
 ED2269
 ED2269.Superseded values are not recommended for survey control.
 ED2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2269.See file dsdata.txt to determine how the superseded data were derived.
 ED2269
 ED2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6738971320(NAD 83)
 ED2269_MARKER: DD = SURVEY DISK
 ED2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2269_SP_SET: CONCRETE POST
 ED2269_STAMPING: HORZ 23 007 1979
 ED2269_MARK LOGO: SCGS  
 ED2269_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2269+STABILITY: SURFACE MOTION
 ED2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2269+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED2269
 ED2269  HISTORY     - Date     Condition        Report By
 ED2269  HISTORY     - 1979     MONUMENTED       SCGS
 ED2269  HISTORY     - 1979     GOOD             SCGS
 ED2269  HISTORY     - 19910618 GOOD             SCGS
 ED2269  HISTORY     - 19921124 GOOD             SCGS
 ED2269  HISTORY     - 20000628 GOOD             SCGS
 ED2269
 ED2269                          STATION DESCRIPTION
 ED2269
 ED2269'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2269'THE STATION IS LOCATED ABOUT 13-3/4 KM NORTH-NORTHWEST OF
 ED2269'GREENVILLE, 1-1/2 KM NORTH-NORTHWEST OF TRAVELERS REST, IN A
 ED2269'PRIVATE LAWN (OWNER UNKNOWN) AND ALONG THE WEST SIDE OF U.S. HIGHWAY
 ED2269'276.
 ED2269'
 ED2269'TO REACH THE STATION FROM THE POST OFFICE IN TRAVELERS REST, GO
 ED2269'NORTH ON U.S. HIGHWAY 276 FOR 0.7 KM (0.45 MI) TO COUNTY ROAD
 ED2269'S-23-933 ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 276 FOR
 ED2269'0.6 KM (0.35 MI) TO THE STATION ON THE LEFT.
 ED2269'
 ED2269'THE STATION IS A STANDARD SCGS DISK
 ED2269'STAMPED---HORZ 23 007 1979---,
 ED2269'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2269'FLUSH WITH GROUND.  IT IS LOCATED
 ED2269'10.50 METERS WEST FROM THE APPROXIMATE CENTERLINE OF U.S.
 ED2269'HIGHWAY 176,
 ED2269'6.5 METERS SOUTH FROM THE APPROXIMATE CENTER OF A PAVED DRIVE,
 ED2269'2.2 METERS WEST FROM THE CURB, AND
 ED2269'2.0 METERS NORTH FROM UTILITY POLE NUMBERED 22.
 ED2269'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2269'STAMPED---HORZ 23 007 1979---,
 ED2269'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2269'
 ED2269'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2269'STAMPED---AZ MK 23 007 1979---,
 ED2269'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 ED2269'FLUSH WITH GROUND.  IT IS LOCATED
 ED2269'21.25 METERS NORTHEAST FROM PARK AVENUE STREET SIGN,
 ED2269'9.00 METERS WEST FROM THE APPROXIMATE CENTERLINE OF U.S.
 ED2269'HIGHWAY 276,
 ED2269'3.71 METERS EAST FROM UTILITY POLE NUMBERED A-42-32, AND
 ED2269'1.18 METERS WEST FROM THE CURB OF THE ROAD.
 ED2269'
 ED2269'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON U.S.
 ED2269'HIGHWAY 276 FOR 0.5 KM (0.3 MI) TO A SIDE ROAD LEFT AND THE
 ED2269'AZIMUTH MARK ON THE LEFT.
 ED2269'
 ED2269'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2269'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2269
 ED2269                          STATION RECOVERY (1979)
 ED2269
 ED2269'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2269'RECOVERED IN GOOD CONDITION.
 ED2269
 ED2269                          STATION RECOVERY (1991)
 ED2269
 ED2269'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2269'STATION IS LOCATED 0.8 MILE NORTHWEST OF TRAVELERS REST.
 ED2269'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2269'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED2269'THE JUNCTION OF U.S. HIGHWAYS 276 (MAIN STREET) AND 25 (POINSETT
 ED2269'HIGHWAY) IN TRAVELERS REST, GO NORTH NORTHWEST ON HIGHWAY 276 FOR 0.8
 ED2269'MILE TO THE JUNCTION OF STATE ROAD 915 (WILLIAMS DRIVE), CONTINUE ON
 ED2269'HIGHWAY 276 FOR 0.2 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE
 ED2269'NUMBER 22 IN THE SOUTHEAST ANGLE OF A PAVED DRIVE LEADING TO A
 ED2269'TWO-STORY RED BRICK HOUSE.  STATION IS A CONCRETE POST RECESSED
 ED2269'1-INCH AND 0.5 FOOT ABOVE THE HIGHWAY, 6.3 FEET WEST NORTHWEST OF THE
 ED2269'POWER POLE, 19.6 FEET EAST SOUTHEAST OF THE CENTER OF THE DRIVE, 19.8
 ED2269'FEET SOUTH SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE
 ED2269'HIGHWAY, 109.6 FEET NORTH NORTHEAST OF A Y-SHAPED PECAN TREE AT THE
 ED2269'TOP OF A HILL, 6.5 FEET WEST NORTHWEST OF A WITNESS POST.  RECOVERED
 ED2269'BY T. HALL.
 ED2269
 ED2269                          STATION RECOVERY (1992)
 ED2269
 ED2269'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2269'RECOVERED AS DESCRIBED.
 ED2269
 ED2269                          STATION RECOVERY (2000)
 ED2269
 ED2269'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2269'STATION IS LOCATED 0.7 MILE (1.1 KM) NORTHWEST OF TRAVELERS REST, 9.1
 ED2269'MILE (14.6 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2269'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2269'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2269'25 BUSINESS (POINSETT HIGHWAY) AND STATE HIGHWAY 276 (GEER HIGHWAY) IN
 ED2269'TRAVELERS REST, GO NORTH ON HIGHWAY 276 FOR 0.8 MILE (1.3 KM) TO THE
 ED2269'JUNCTION OF STATE ROAD 915 (WILLIAMS ROAD) RIGHT, CONTINUE ON HIGHWAY
 ED2269'276 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE
 ED2269'AT THE 2ND PAVED DRIVEWAY TO A BRICK HOUSE NUMBER 755.  STATION IS A
 ED2269'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 ED2269'HIGHWAY, 34.1 FEET (10.4 M) SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY
 ED2269'276, 2.5 FEET (0.8 M) SOUTH SOUTHWEST OF THE SOUTHERN MOST EDGE OF A
 ED2269'CONCRETE SIDEWALK, 20.4 FEET (6.2 M) EAST SOUTHEAST OF THE CENTER OF
 ED2269'THE DRIVEWAY, 6.6 FEET (2.0 M) WEST NORTHWEST OF A POWER POLE NUMBER
 ED2269'22 WITH A SECURITY LIGHT AND A SCGS REFERENCE WASHER ATTACHED, 6.6
 ED2269'FEET (2.0 M) WEST NORTHWEST OF A WITNESS POST.  NOTE-STATION IS
 ED2269'INTERVISIBLE WITH SURVEY STATION 23 007 AZ MK.  RECOVERED BY D.L.
 ED2269'BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2272 ***********************************************************************
 ED2272  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2272  DESIGNATION -  23 007 AZ MK
 ED2272  PID         -  ED2272
 ED2272  STATE/COUNTY-  SC/GREENVILLE
 ED2272  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED2272
 ED2272                         *CURRENT SURVEY CONTROL
 ED2272  ___________________________________________________________________
 ED2272* NAD 83(2001)-  34 58 41.29291(N)    082 27 26.31427(W)     ADJUSTED  
 ED2272* NAVD 88     -       337.68   (meters)    1107.9    (feet)  GPS OBS   
 ED2272  ___________________________________________________________________
 ED2272  X           -     686,786.829 (meters)                     COMP
 ED2272  Y           -  -5,186,797.390 (meters)                     COMP
 ED2272  Z           -   3,636,055.451 (meters)                     COMP
 ED2272  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 ED2272  ELLIP HEIGHT-         306.42  (meters)          (03/13/03) GPS OBS
 ED2272  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 ED2272
 ED2272  HORZ ORDER  -  FIRST
 ED2272  ELLP ORDER  -  FOURTH    CLASS II
 ED2272
 ED2272.The horizontal coordinates were established by GPS observations
 ED2272.and adjusted by the National Geodetic Survey in March 2003..
 ED2272
 ED2272.The orthometric height was determined by GPS observations and a
 ED2272.high-resolution geoid model using precise GPS observation and
 ED2272.processing techniques.
 ED2272
 ED2272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2272
 ED2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2272
 ED2272.The ellipsoidal height was determined by GPS observations
 ED2272.and is referenced to NAD 83.
 ED2272
 ED2272.The geoid height was determined by GEOID03.
 ED2272
 ED2272;                    North         East     Units Scale Factor Converg.
 ED2272;SPC SC       -   349,709.257   476,526.637   MT  1.00005470   -0 48 28.6
 ED2272;SPC SC       - 1,147,340.08  1,563,407.60   iFT  1.00005470   -0 48 28.6
 ED2272;UTM  17      - 3,871,588.450   366,977.776   MT  0.99981808   -0 50 08.0
 ED2272
 ED2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2272!SPC SC       -   0.99995190  x   1.00005470  =   1.00000660
 ED2272!UTM  17      -   0.99995190  x   0.99981808  =   0.99976999
 ED2272
 ED2272:                Primary Azimuth Mark                     Grid Az
 ED2272:SPC SC       -  23 007                                   123 09 46.0
 ED2272:UTM  17      -  23 007                                   123 11 25.4
 ED2272
 ED2272|---------------------------------------------------------------------|
 ED2272| PID    Reference Object                     Distance      Geod. Az  |
 ED2272|                                                           dddmmss.s |
 ED2272| ED2269 23 007                              491.035 METERS 1222117.4 |
 ED2272|---------------------------------------------------------------------|
 ED2272
 ED2272                          SUPERSEDED SURVEY CONTROL
 ED2272
 ED2272  NAD 83(1986)-  34 58 41.30262(N)    082 27 26.31483(W) AD(       ) 1
 ED2272  NAD 83(1995)-  34 58 41.29323(N)    082 27 26.31397(W) AD(       ) 1
 ED2272  ELLIP H (04/18/02)  306.44   (m)                       GP(       ) 4 1
 ED2272  NAD 83(1986)-  34 58 41.30182(N)    082 27 26.31588(W) AD(       ) 2
 ED2272  NAD 27      -  34 58 40.88039(N)    082 27 26.87503(W) AD(       ) 2
 ED2272  NGVD 29 (07/19/86)  338.5    (m)         1111.     (f) VERT ANG       
 ED2272
 ED2272.Superseded values are not recommended for survey control.
 ED2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2272.See file dsdata.txt to determine how the superseded data were derived.
 ED2272
 ED2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6697871588(NAD 83)
 ED2272_MARKER: DD = SURVEY DISK
 ED2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2272_STAMPING: AZ MK 23 007 1979
 ED2272_MARK LOGO: SCGS  
 ED2272_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2272+STABILITY: SURFACE MOTION
 ED2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2272+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2000
 ED2272
 ED2272  HISTORY     - Date     Condition        Report By
 ED2272  HISTORY     - 1979     MONUMENTED       SCGS
 ED2272  HISTORY     - 20000828 GOOD             SCGS
 ED2272
 ED2272                          STATION DESCRIPTION
 ED2272
 ED2272'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2272'THE STATION IS LOCATED ABOUT 13-3/4 KM NORTH-NORTHWEST OF
 ED2272'GREENVILLE, 1-1/2KM NORTH-NORTHWEST OF TRAVELERS REST AND
 ED2272'WITHIN THE RIGHT-OF-WAY OF U.S. HIGHWAY 276.
 ED2272'
 ED2272'TO REACH THE STATION FROM THE POST OFFICE IN TRAVELERS REST.  GO
 ED2272'NORTH ON U.S. HIGHWAY 276 FOR 0.7 KM (0.45 MI) TO COUNTY ROAD
 ED2272'S-23-933 ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 276 FOR 0.6 KM
 ED2272'(0.35 MI) TO STATION 23 007 SCGS ON THE LEFT.  CONTINUE NORTH ON
 ED2272'HIGHWAY 276 FOR 0.5 KM (0.3 MI) TO A SIDE ROAD LEFT AND THE
 ED2272'STATION ON THE LEFT.
 ED2272'
 ED2272'THE STATION IS A STANDARD SCGS DISK
 ED2272'STAMPED---AZ MK 23 007 1979---,
 ED2272'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 ED2272'FLUSH WITH GROUND.  IT IS LOCATED
 ED2272'21.15 METERS NORTHEAST FROM THE PARK AVENUE STREET SIGN,
 ED2272'9.0 METERS WEST FROM THE APPROXIMATE CENTER LINE OF STATE
 ED2272'HIGHWAY 276,
 ED2272'3.71 METERS WEST FROM THE CURB OF THE ROAD AND
 ED2272'1.18 METERS EAST FROM A UTILITY POLE NO. A/42/32.
 ED2272'
 ED2272'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2272'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2272
 ED2272                          STATION RECOVERY (2000)
 ED2272
 ED2272'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2272'STATION IS LOCATED 1.15 MILES (1.85 KM) NORTHWEST OF TRAVELERS REST,
 ED2272'9.4 MILES (15.1 KM) NORTH NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED2272'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2272'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2272'25 BUSINESS (POINSETT HIGHWAY) AND STATE HIGHWAY 276 (GEER HIGHWAY) IN
 ED2272'TRAVELERS REST, GO NORTH ON HIGHWAY 276 FOR 1.3 MILES (2.1 KM) TO THE
 ED2272'STATION IN THE FORKED JUNCTION OF A PAVED ROAD (PARK AVENUE) .
 ED2272'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 ED2272'THE HIGHWAY, 12.2 FEET (3.7 M) NORTHEAST OF A POWER POLE NUMBER
 ED2272'96461/46495, 31.4 FEET (9.6 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 ED2272'3.8 FEET (1.2 M) SOUTHWEST OF THE SOUTHEAST EDGE OF THE HIGHWAY CURB,
 ED2272'154.8 FEET (47.2 M) NORTHWEST OF THE CENTER OF PARK AVENUE AT ITS
 ED2272'JUNCTION POINT, 11.8 FEET (3.6 M) NORTHEAST OF A WITNESS POST.
 ED2272'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 007.  RECOVERED BY
 ED2272'D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2252 ***********************************************************************
 ED2252  DESIGNATION -  23 008
 ED2252  PID         -  ED2252
 ED2252  STATE/COUNTY-  SC/GREENVILLE
 ED2252  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED2252
 ED2252                         *CURRENT SURVEY CONTROL
 ED2252  ___________________________________________________________________
 ED2252* NAD 83(2001)-  34 59 11.80979(N)    082 25 19.51656(W)     ADJUSTED  
 ED2252* NAVD 88     -       313.015  (meters)    1026.95   (feet)  ADJUSTED  
 ED2252  ___________________________________________________________________
 ED2252  X           -     689,901.415 (meters)                     COMP
 ED2252  Y           -  -5,185,819.655 (meters)                     COMP
 ED2252  Z           -   3,636,811.836 (meters)                     COMP
 ED2252  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 ED2252  ELLIP HEIGHT-         281.70  (meters)          (03/13/03) GPS OBS
 ED2252  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 ED2252  DYNAMIC HT  -         312.694 (meters)    1025.90  (feet)  COMP
 ED2252  MODELED GRAV-     979,599.4   (mgal)                       NAVD 88
 ED2252
 ED2252  HORZ ORDER  -  FIRST
 ED2252  VERT ORDER  -  FIRST     CLASS II
 ED2252  ELLP ORDER  -  FOURTH    CLASS II
 ED2252
 ED2252.The horizontal coordinates were established by GPS observations
 ED2252.and adjusted by the National Geodetic Survey in March 2003..
 ED2252
 ED2252.The orthometric height was determined by differential leveling
 ED2252.and adjusted by the National Geodetic Survey in August 1993..
 ED2252
 ED2252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2252
 ED2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2252
 ED2252.The ellipsoidal height was determined by GPS observations
 ED2252.and is referenced to NAD 83.
 ED2252
 ED2252.The geoid height was determined by GEOID03.
 ED2252
 ED2252.The dynamic height is computed by dividing the NAVD 88
 ED2252.geopotential number by the normal gravity value computed on the
 ED2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2252.degrees latitude (g = 980.6199 gals.).
 ED2252
 ED2252.The modeled gravity was interpolated from observed gravity values.
 ED2252
 ED2252;                    North         East     Units Scale Factor Converg.
 ED2252;SPC SC       -   350,604.847   479,755.611   MT  1.00005810   -0 47 18.3
 ED2252;SPC SC       - 1,150,278.37  1,574,001.35   iFT  1.00005810   -0 47 18.3
 ED2252;UTM  17      - 3,872,482.281   370,206.390   MT  0.99980763   -0 48 55.9
 ED2252
 ED2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2252!SPC SC       -   0.99995578  x   1.00005810  =   1.00001388
 ED2252!UTM  17      -   0.99995578  x   0.99980763  =   0.99976342
 ED2252
 ED2252:                Primary Azimuth Mark                     Grid Az
 ED2252:SPC SC       -  23 008 AZ MK                             025 52 01.2
 ED2252:UTM  17      -  23 008 AZ MK                             025 53 38.8
 ED2252
 ED2252|---------------------------------------------------------------------|
 ED2252| PID    Reference Object                     Distance      Geod. Az  |
 ED2252|                                                           dddmmss.s |
 ED2252| ED2251 23 008 AZ MK                        APPROX. 0.7 KM 0250442.9 |
 ED2252|---------------------------------------------------------------------|
 ED2252
 ED2252                          SUPERSEDED SURVEY CONTROL
 ED2252
 ED2252  NAD 83(1986)-  34 59 11.81900(N)    082 25 19.51728(W) AD(       ) 1
 ED2252  NAD 83(1995)-  34 59 11.81003(N)    082 25 19.51571(W) AD(       ) 1
 ED2252  ELLIP H (04/18/02)  281.74   (m)                       GP(       ) 4 1
 ED2252  NAD 83(1986)-  34 59 11.81900(N)    082 25 19.51728(W) AD(       ) 2
 ED2252  NAD 27      -  34 59 11.40049(N)    082 25 20.08117(W) AD(       ) 2
 ED2252  NAVD 88 (04/18/02)  313.01   (m)         1026.9    (f) LEVELING    3  
 ED2252  NGVD 29 (12/12/91)  313.092  (m)         1027.20   (f) ADJUSTED    1 2
 ED2252
 ED2252.Superseded values are not recommended for survey control.
 ED2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2252.See file dsdata.txt to determine how the superseded data were derived.
 ED2252
 ED2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7020672482(NAD 83)
 ED2252_MARKER: DD = SURVEY DISK
 ED2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2252_SP_SET: CONCRETE POST
 ED2252_STAMPING: HORZ 23 008 1979
 ED2252_MARK LOGO: SCGS  
 ED2252_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2252+STABILITY: SURFACE MOTION
 ED2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2252+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED2252
 ED2252  HISTORY     - Date     Condition        Report By
 ED2252  HISTORY     - 1979     MONUMENTED       SCGS
 ED2252  HISTORY     - 1979     GOOD             SCGS
 ED2252  HISTORY     - 19910618 GOOD             SCGS
 ED2252  HISTORY     - 19921124 GOOD             SCGS
 ED2252  HISTORY     - 20000711 GOOD             SCGS
 ED2252
 ED2252                          STATION DESCRIPTION
 ED2252
 ED2252'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2252'THE STATION IS LOCATED 15-1/4 KM NORTH OF
 ED2252'GREENVILLE, 2-3/4 KM
 ED2252'NORTHEAST OF TRAVELERS REST, ALONG THE SOUTHEAST SIDE OF U.S.
 ED2252'HIGHWAY 25 ON A 2-1/2 METER HIGH CUTBANK, AND ON PRIVATE PROPERTY.
 ED2252'
 ED2252'TO REACH THE STATION FROM JUNCTION OF U. S. HIGHWAY 25 AND
 ED2252'BUSINESS 25 ABOUT 11-1/4 KM (7 MI) NORTH OF GREENVILLE AT TRAVELERS
 ED2252'REST, GO NORTHEAST ON U.S. HIGHWAY 25 FOR 1.3 KM (0.8 MI) TO THE
 ED2252'MARK ON RIGHT.
 ED2252'
 ED2252'THE STATION IS A STANDARD SCGS DISK
 ED2252'STAMPED---HORZ 23 008 1979---,
 ED2252'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2252'FLUSH WITH GROUND.  IT IS LOCATED
 ED2252'14.32 METERS SOUTHEAST FROM THE CENTER OF THE NORTH BOUND LANE OF
 ED2252'U.S. HIGHWAY 25, AND
 ED2252'1.98 METERS NORTHWEST FROM A METAL WITNESS POST.
 ED2252'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2252'STAMPED---HORZ 23 008 1979---,
 ED2252'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2252'
 ED2252'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2252'STAMPED---AZ MK 23 008 1979---,
 ED2252'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2252'FLUSH WITH GROUND.  IT IS LOCATED
 ED2252'13.26 METERS EAST FROM THE CENTER OF THE NORTH BOUND LANE OF
 ED2252'HIGHWAY 25,
 ED2252'11.13 METERS NORTH FROM THE CENTER OF A DRIVEWAY,
 ED2252'3.44 METERS SOUTH FROM A POWER POLE NUMBERED 99, AND
 ED2252'0.76 METERS WEST FROM A METAL WITNESS POST.
 ED2252'
 ED2252'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ON U.S.
 ED2252'HIGHWAY 25 FOR 0.4 KM (0.25 MI) TO THE MARK ON RIGHT.
 ED2252'
 ED2252'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2252'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2252
 ED2252                          STATION RECOVERY (1979)
 ED2252
 ED2252'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2252'RECOVERED IN GOOD CONDITION.
 ED2252
 ED2252                          STATION RECOVERY (1991)
 ED2252
 ED2252'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2252'STATION IS LOCATED 1.8 MILES NORTHEAST OF TRAVELERS REST.
 ED2252'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2252'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED2252'THE JUNCTION OF U.S. HIGHWAYS 25 AND 25 BUSINESS (NORTH POINSETT
 ED2252'HIGHWAY) , 1.0 MILE NORTHEAST OF TRAVELERS REST, GO NORTHEAST ON
 ED2252'HIGHWAY 25 FOR 0.85 MILE TO THE STATION ON THE RIGHT NEAR AN
 ED2252'UNDERGROUND TELEPHONE CABLE MARKER AT THE TOP OF A 5-FOOT CUT BANK,
 ED2252'ACROSS THE HIGHWAY FROM A ROCK-FACED BUILDING.  STATION IS A CONCRETE
 ED2252'POST FLUSH WITH THE GROUND AND 5.0 FEET ABOVE THE HIGHWAY, 5.0 FEET
 ED2252'NORTH NORTHWEST OF THE TELEPHONE CABLE MARKER NUMBER 284, 44.7 FEET
 ED2252'NORTHEAST OF A POWER POLE 25/K/91/1/2 WITH THREE GUY WIRES AND A
 ED2252'TRANSFORMER, 47.2 FEET EAST SOUTHEAST OF THE CENTER OF THE NORTHBOUND
 ED2252'LANES OF THE HIGHWAY, 2.4 FEET WEST NORTHWEST OF A WITNESS POST.
 ED2252'RECOVERED BY T. HALL.
 ED2252
 ED2252                          STATION RECOVERY (1992)
 ED2252
 ED2252'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2252'RECOVERED AS DESCRIBED.
 ED2252
 ED2252                          STATION RECOVERY (2000)
 ED2252
 ED2252'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2252'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTHEAST OF TRAVELERS REST, 9.4
 ED2252'MILES (15.1 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2252'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2252'803-737-1350.  TO REACH THE STATION FROM THE NORTHERN MOST JUNCTION OF
 ED2252'U.S.  HIGHWAYS 25 BUSINESS (POINSETT HIGHWAY) AND 25 (NORTH POINSETT
 ED2252'HIGHWAY) , 0.9 MILE (1.4 KM) SOUTH OF TRAVELERS REST, GO NORTH ON
 ED2252'HIGHWAY 25 FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE RIGHT ATOP A
 ED2252'CUT-BANK.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0
 ED2252'FEET (1.8 M) ABOVE THE HIGHWAY, 47.1 FEET (14.4 M) EAST SOUTHEAST OF
 ED2252'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.0 FEET (1.5 M)
 ED2252'NORTH NORTHWEST OF A FIBER OPTIC WARNING POST NUMBER 284, 45.2 FEET
 ED2252'(13.8 M) NORTHEAST OF A POWER POLE 25/K/91/12 WITH TWO GUY WIRES AND A
 ED2252'TRANSFORMER, 81.0 FEET (24.7 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER
 ED2252'OF A METAL BUILDING (RIVERSIDE ANTIQUE MALL) , 2.4 FEET (0.7 M) WEST
 ED2252'NORTHWEST OF A WITNESS POST.  RECOVERED BY D.L. BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2251 ***********************************************************************
 ED2251  DESIGNATION -  23 008 AZ MK
 ED2251  PID         -  ED2251
 ED2251  STATE/COUNTY-  SC/GREENVILLE
 ED2251  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED2251
 ED2251                         *CURRENT SURVEY CONTROL
 ED2251  ___________________________________________________________________
 ED2251* NAD 83(2001)-  34 59 31.38210(N)    082 25 08.38633(W)     ADJUSTED  
 ED2251* NAVD 88     -       308.5    (meters)    1012.     (feet)  VERTCON   
 ED2251  ___________________________________________________________________
 ED2251  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 ED2251  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 ED2251
 ED2251  HORZ ORDER  -  SECOND
 ED2251
 ED2251.The horizontal coordinates were established by classical geodetic methods
 ED2251.and adjusted by the National Geodetic Survey in March 2004..
 ED2251
 ED2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2251
 ED2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2251
 ED2251.The geoid height was determined by GEOID03.
 ED2251
 ED2251;                    North         East     Units Scale Factor Converg.
 ED2251;SPC SC       -   351,204.101   480,046.167   MT  1.00006029   -0 47 12.1
 ED2251;SPC SC       - 1,152,244.43  1,574,954.62   iFT  1.00006029   -0 47 12.1
 ED2251;UTM  17      - 3,873,081.246   370,497.157   MT  0.99980670   -0 48 49.9
 ED2251
 ED2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2251!SPC SC       -   0.99995649  x   1.00006029  =   1.00001678
 ED2251!UTM  17      -   0.99995649  x   0.99980670  =   0.99976320
 ED2251
 ED2251:                Primary Azimuth Mark                     Grid Az
 ED2251:SPC SC       -  PARIS MOUNTAIN LOOKOUT TOWER             172 40 48.8
 ED2251:UTM  17      -  PARIS MOUNTAIN LOOKOUT TOWER             172 42 26.6
 ED2251
 ED2251|---------------------------------------------------------------------|
 ED2251| PID    Reference Object                     Distance      Geod. Az  |
 ED2251|                                                           dddmmss.s |
 ED2251| ED2246 PARIS MOUNTAIN LOOKOUT TOWER        APPROX. 5.7 KM 1715336.7 |
 ED2251|---------------------------------------------------------------------|
 ED2251
 ED2251                          SUPERSEDED SURVEY CONTROL
 ED2251
 ED2251  NAD 83(1986)-  34 59 31.39026(N)    082 25 08.38753(W) AD(       ) 2
 ED2251  NAD 27      -  34 59 30.97324(N)    082 25 08.95153(W) AD(       ) 2
 ED2251  NGVD 29 (07/19/86)  308.6    (m)         1012.     (f) VERT ANG       
 ED2251
 ED2251.Superseded values are not recommended for survey control.
 ED2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2251.See file dsdata.txt to determine how the superseded data were derived.
 ED2251
 ED2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7049773081(NAD 83)
 ED2251_MARKER: DD = SURVEY DISK
 ED2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2251_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2251+STABILITY: SURFACE MOTION
 ED2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2251+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2000
 ED2251
 ED2251  HISTORY     - Date     Condition        Report By
 ED2251  HISTORY     - 1979     MONUMENTED       SCGS
 ED2251  HISTORY     - 20000828 MARK NOT FOUND   SCGS
 ED2251
 ED2251                          STATION DESCRIPTION
 ED2251
 ED2251'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2251'THE STATION IS LOCATED ABOUT 16 KM NORTH OF GREENVILLE,
 ED2251'3-1/4 KM NORTHEAST OF TRAVELERS REST, ALONG THE SOUTHEAST SIDE OF
 ED2251'U.S. HIGHWAY 25 ON HIGHWAY RIGHT-OF-WAY.
 ED2251'
 ED2251'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 25 AND BYPASS
 ED2251'25 JUST NORTH OF THE FORD MOTOR COMPANY AT GREENVILLE,
 ED2251'GO NORTHEAST ON U.S. HIGHWAY 25
 ED2251'FOR 0.8 MILE (1.3 KM) TO 23 008 SCGS STATION
 ED2251'ON RIGHT.  CONTINUE NORTHERLY ON
 ED2251'HIGHWAY 25 FOR 0.45 MILE (0.7 KM) TO THE STATION
 ED2251'ON THE RIGHT, ABOUT 200 FEET
 ED2251'BEFORE REACHING THE ENTRANCE TO THE NORTHSIDE GREENHOUSES.
 ED2251'
 ED2251'THE STATION IS A STANDARD SCGS DISK
 ED2251'STAMPED---AZ MK 23 008 1979---,
 ED2251'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2251'FLUSH WITH GROUND.  IT IS LOCATED
 ED2251'13.26 METERS EAST FROM THE CENTER OF THE NORTHBOUND LANE
 ED2251'OF HIGHWAY 25,
 ED2251'11.13 METERS NORTH FROM THE CENTER OF A DRIVEWAY,
 ED2251'3.44 METERS SOUTH FROM A POWER POLE NUMBER 99, AND
 ED2251'0.76 METER WEST FROM A METAL WITNESS POST.
 ED2251'
 ED2251'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED2251
 ED2251                          STATION RECOVERY (2000)
 ED2251
 ED2251'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2251'NOT RECOVERED, DISTANCE PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 ED2251'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 ED2251'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.  RECOVERY BY
 ED2251'D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2894 ***********************************************************************
 FB2894  DESIGNATION -  23 009
 FB2894  PID         -  FB2894
 FB2894  STATE/COUNTY-  SC/GREENVILLE
 FB2894  USGS QUAD   -  SLATER (1983)
 FB2894
 FB2894                         *CURRENT SURVEY CONTROL
 FB2894  ___________________________________________________________________
 FB2894* NAD 83(2001)-  35 01 53.92243(N)    082 24 57.03040(W)     ADJUSTED  
 FB2894* NAVD 88     -       347.556  (meters)    1140.27   (feet)  ADJUSTED  
 FB2894  ___________________________________________________________________
 FB2894  X           -     690,092.181 (meters)                     COMP
 FB2894  Y           -  -5,182,931.228 (meters)                     COMP
 FB2894  Z           -   3,640,923.683 (meters)                     COMP
 FB2894  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 FB2894  ELLIP HEIGHT-         316.19  (meters)          (03/13/03) GPS OBS
 FB2894  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FB2894  DYNAMIC HT  -         347.198 (meters)    1139.10  (feet)  COMP
 FB2894  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 FB2894
 FB2894  HORZ ORDER  -  FIRST
 FB2894  VERT ORDER  -  FIRST     CLASS II
 FB2894  ELLP ORDER  -  FOURTH    CLASS II
 FB2894
 FB2894.The horizontal coordinates were established by GPS observations
 FB2894.and adjusted by the National Geodetic Survey in March 2003..
 FB2894
 FB2894.The orthometric height was determined by differential leveling
 FB2894.and adjusted by the National Geodetic Survey in August 1993..
 FB2894
 FB2894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2894
 FB2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2894
 FB2894.The ellipsoidal height was determined by GPS observations
 FB2894.and is referenced to NAD 83.
 FB2894
 FB2894.The geoid height was determined by GEOID03.
 FB2894
 FB2894.The dynamic height is computed by dividing the NAVD 88
 FB2894.geopotential number by the normal gravity value computed on the
 FB2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2894.degrees latitude (g = 980.6199 gals.).
 FB2894
 FB2894.The modeled gravity was interpolated from observed gravity values.
 FB2894
 FB2894;                    North         East     Units Scale Factor Converg.
 FB2894;SPC SC       -   355,592.689   480,394.328   MT  1.00007654   -0 47 05.8
 FB2894;SPC SC       - 1,166,642.68  1,576,096.88   iFT  1.00007654   -0 47 05.8
 FB2894;UTM  17      - 3,877,468.515   370,847.334   MT  0.99980558   -0 48 46.2
 FB2894
 FB2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2894!SPC SC       -   0.99995037  x   1.00007654  =   1.00002691
 FB2894!UTM  17      -   0.99995037  x   0.99980558  =   0.99975596
 FB2894
 FB2894|---------------------------------------------------------------------|
 FB2894| PID    Reference Object                     Distance      Geod. Az  |
 FB2894|                                                           dddmmss.s |
 FB2894| FB2893 23 009 PTA                            7.395 METERS 03733     |
 FB2894| FB2890 23 009 AZ MK                        454.872 METERS 2173221.6 |
 FB2894|---------------------------------------------------------------------|
 FB2894
 FB2894                          SUPERSEDED SURVEY CONTROL
 FB2894
 FB2894  NAD 83(1986)-  35 01 53.93206(N)    082 24 57.03231(W) AD(       ) 1
 FB2894  NAD 83(1995)-  35 01 53.92242(N)    082 24 57.03017(W) AD(       ) 1
 FB2894  ELLIP H (04/18/02)  316.23   (m)                       GP(       ) 4 1
 FB2894  NAD 83(1986)-  35 01 53.93326(N)    082 24 57.03153(W) AD(       ) 2
 FB2894  NAD 27      -  35 01 53.51740(N)    082 24 57.59772(W) AD(       ) 2
 FB2894  NAVD 88 (04/18/02)  347.56   (m)         1140.3    (f) LEVELING    3  
 FB2894  NGVD 29 (12/12/91)  347.629  (m)         1140.51   (f) ADJUSTED    1 2
 FB2894
 FB2894.Superseded values are not recommended for survey control.
 FB2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2894.See file dsdata.txt to determine how the superseded data were derived.
 FB2894
 FB2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7084777469(NAD 83)
 FB2894_MARKER: DD = SURVEY DISK
 FB2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2894_SP_SET: CONCRETE POST
 FB2894_STAMPING: HORZ 23 009 1979
 FB2894_MARK LOGO: SCGS  
 FB2894_PROJECTION: FLUSH
 FB2894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2894+STABILITY: SURFACE MOTION
 FB2894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2894+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 FB2894
 FB2894  HISTORY     - Date     Condition        Report By
 FB2894  HISTORY     - 1979     MONUMENTED       SCGS
 FB2894  HISTORY     - 1979     GOOD             SCGS
 FB2894  HISTORY     - 19910618 GOOD             SCGS
 FB2894  HISTORY     - 19921124 GOOD             SCGS
 FB2894  HISTORY     - 20000711 GOOD             SCGS
 FB2894  HISTORY     - 20040819 GOOD             WOOLPT
 FB2894
 FB2894                          STATION DESCRIPTION
 FB2894
 FB2894'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2894'THE STATION IS LOCATED ABOUT 20.1 KM NORTH OF GREENVILLE, 7-1/4 KM
 FB2894'NORTHEAST OF TRAVELERS REST, 5-1/2 KM SOUTHWEST OF TIGERVILLE, 3/4 KM
 FB2894'EAST OF U.S. HIGHWAY 25, AND ON THE NORTH SIDE OF STATE HIGHWAY 290.
 FB2894'
 FB2894'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 FB2894'STATE HIGHWAY 290, ABOUT 8.0 KM (5 MI) NORTHEAST
 FB2894'OF TRAVELERS REST, GO EASTERLY ON STATE HIGHWAY 290 FOR 0.7 KM
 FB2894'(0.45 MI) TO A PAVED SIDE ROAD LEFT (S-23-465) AND THE STATION ON
 FB2894'THE LEFT, EAST SIDE OF THE PAVED ROAD.
 FB2894'
 FB2894'THE STATION IS A STANDARD SCGS DISK
 FB2894'STAMPED---HORZ 23 009 1979---,
 FB2894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2894'FLUSH WITH GROUND.  IT IS LOCATED
 FB2894'17.7  METERS EAST FROM THE CENTER LINE OF COUNTY ROAD S-23-465,
 FB2894'13.1 METERS NORTH FROM THE CENTER LINE OF STATE HIGHWAY 290,
 FB2894'5.5 METERS EAST FROM UTILITY POLE 6-72 SPC 440, AND
 FB2894'0.8 METER SOUTH FROM A METAL WITNESS POST.
 FB2894'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2894'STAMPED---HORZ 23 009 1979---,
 FB2894'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 FB2894'
 FB2894'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB2894'STAMPED---AZ MK 23 009 1979---,
 FB2894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 FB2894'FLUSH WITH GROUND.  IT IS LOCATED
 FB2894'52.1 METERS SOUTHEAST FROM UTILITY POLE NUMBER 156,
 FB2894'42.4 METERS NORTHWEST FROM UTILITY POLE NUMBER 155, AND
 FB2894'6.1 METERS NORTHEAST FROM CENTERLINE OF NORTH BOUND LANE OF U.S..
 FB2894'HIGHWAY 25.
 FB2894'
 FB2894'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ON STATE
 FB2894'HIGHWAY 290 FOR 0.7 KM (0.45 MI) TO U.S. HIGHWAY 25.  TURN LEFT
 FB2894'GO SOUTHERLY FOR 0.5 KM (0.3 MI) TO THE MARK ON THE LEFT.
 FB2894'
 FB2894'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 FB2894'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2894
 FB2894                          STATION RECOVERY (1979)
 FB2894
 FB2894'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB2894'RECOVERED IN GOOD CONDITION.
 FB2894
 FB2894                          STATION RECOVERY (1991)
 FB2894
 FB2894'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB2894'STATION IS LOCATED 3.7 MILES SOUTHWEST OF TIGERVILLE.
 FB2894'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB2894'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB2894'THE JUNCTION OF U.S. HIGHWAY 25 AND STATE HIGHWAY 290 (LOCUST HILL
 FB2894'ROAD), 4.0 MILES SOUTHWEST OF TIGERVILLE, GO EAST ON HIGHWAY 290 FOR
 FB2894'0.45 MILE TO THE JUNCTION OF STATE ROAD 465 (CENTER ROAD) AND THE
 FB2894'STATION NEAR A POWER POLE IN THE EAST ANGLE.  STATION IS A CONCRETE
 FB2894'POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE THE HIGHWAY, 43.6 FEET
 FB2894'NORTH OF THE CENTER OF THE HIGHWAY, 50.4 FEET EAST SOUTHEAST OF THE
 FB2894'CENTER OF THE ROAD, 18.3 FEET EAST OF THE POWER POLE WITH A SCGS
 FB2894'REFERENCE WASHER ATTACHED, 43.1 FEET SOUTH OF A TELEPHONE JUNCTION
 FB2894'BOX, 1.7 FEET SOUTH OF A WITNESS POST.  NOTE-STATION IS PRESENTLY NOT
 FB2894'INTERVISIBLE WITH STATION 23 009 AZ MK.  RECOVERED BY T. HALL.
 FB2894
 FB2894                          STATION RECOVERY (1992)
 FB2894
 FB2894'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2894'STATION IS LOCATED 3.7 MILES (6.0 KM) SOUTHWEST OF TIGERVILLE.
 FB2894'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB2894'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 FB2894'JUNCTION OF U.S. HIGHWAY 25 AND STATE HIGHWAY 290 (LOCUST HILL ROAD),
 FB2894'4.0 MILES (6.4 KM) SOUTHWEST OF TIGERVILLE, GO EAST ON HIGHWAY 290 FOR
 FB2894'0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 465 (CENTER ROAD)AND
 FB2894'THE STATION NEAR A POWER POLE IN THE EAST ANGLE. STATION IS A CONCRETE
 FB2894'POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY,
 FB2894'43.6 FEET (13.3 M) NORTH OF THE CENTER OF THE HIGHWAY, 50.4 FEET (15.4
 FB2894'M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 18.3 FEET (5.6 M) EAST OF
 FB2894'THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 43.1 FEET (13.1
 FB2894'M) SOUTH OF A TELEPHONE JUNCTION BOX, 1.7 FEET (0.5 M) SOUTH OF A
 FB2894'WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH STATION 23 009 AZ
 FB2894'MK. RECOVERED BY T. HALL.
 FB2894
 FB2894                          STATION RECOVERY (2000)
 FB2894
 FB2894'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2894'STATION IS LOCATED 3.7 MILES (6.0 KM) SOUTHWEST OF TIGERVILLE, 12.5
 FB2894'MILES (20.1 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB2894'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2894'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FB2894'25 AND STATE HIGHWAY 290 (LOCUST HILL ROAD) , 4.1 MILES (6.6 KM)
 FB2894'SOUTHWEST OF TIGERVILLE, GO EAST ON HIGHWAY 290 FOR 0.45 MILE (0.72
 FB2894'KM) TO THE STATION IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE
 FB2894'ROAD 465 (CENTER ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE
 FB2894'GROUND AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY, 42.9 FEET (13.1 M)
 FB2894'NORTH OF THE CENTER OF HIGHWAY 290, 42.9 FEET (13.1 M) SOUTH OF A
 FB2894'TELEPHONE JUNCTION BOX, 18.1 FEET (5.5 M) EAST SOUTHEAST OF A POWER
 FB2894'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 38.8 FEET (11.8 M) EAST
 FB2894'SOUTHEAST OF THE CENTER OF ROAD 465, 1.3 FEET (0.4 M) SOUTH OF A
 FB2894'WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 23
 FB2894'009 AZ MK.  RECOVERED BY D.L.  BRECHLIN.
 FB2894
 FB2894                          STATION RECOVERY (2004)
 FB2894
 FB2894'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 FB2894'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2890 ***********************************************************************
 FB2890  DESIGNATION -  23 009 AZ MK
 FB2890  PID         -  FB2890
 FB2890  STATE/COUNTY-  SC/GREENVILLE
 FB2890  USGS QUAD   -  SLATER (1983)
 FB2890
 FB2890                         *CURRENT SURVEY CONTROL
 FB2890  ___________________________________________________________________
 FB2890* NAD 83(2001)-  35 01 42.21823(N)    082 25 07.96398(W)     ADJUSTED  
 FB2890* NAVD 88     -       338.305  (meters)    1109.92   (feet)  ADJUSTED  
 FB2890  ___________________________________________________________________
 FB2890  X           -     689,843.762 (meters)                     COMP
 FB2890  Y           -  -5,183,165.530 (meters)                     COMP
 FB2890  Z           -   3,640,623.009 (meters)                     COMP
 FB2890  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 FB2890  ELLIP HEIGHT-         306.94  (meters)          (03/13/03) GPS OBS
 FB2890  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FB2890  DYNAMIC HT  -         337.957 (meters)    1108.78  (feet)  COMP
 FB2890  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 FB2890
 FB2890  HORZ ORDER  -  FIRST
 FB2890  VERT ORDER  -  FIRST     CLASS II
 FB2890  ELLP ORDER  -  FOURTH    CLASS II
 FB2890
 FB2890.The horizontal coordinates were established by GPS observations
 FB2890.and adjusted by the National Geodetic Survey in March 2003..
 FB2890
 FB2890.The orthometric height was determined by differential leveling
 FB2890.and adjusted by the National Geodetic Survey in August 1993..
 FB2890
 FB2890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2890
 FB2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2890
 FB2890.The ellipsoidal height was determined by GPS observations
 FB2890.and is referenced to NAD 83.
 FB2890
 FB2890.The geoid height was determined by GEOID03.
 FB2890
 FB2890.The dynamic height is computed by dividing the NAVD 88
 FB2890.geopotential number by the normal gravity value computed on the
 FB2890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2890.degrees latitude (g = 980.6199 gals.).
 FB2890
 FB2890.The modeled gravity was interpolated from observed gravity values.
 FB2890
 FB2890;                    North         East     Units Scale Factor Converg.
 FB2890;SPC SC       -   355,235.808   480,112.235   MT  1.00007519   -0 47 11.9
 FB2890;SPC SC       - 1,165,471.81  1,575,171.37   iFT  1.00007519   -0 47 11.9
 FB2890;UTM  17      - 3,877,111.868   370,565.144   MT  0.99980648   -0 48 52.3
 FB2890
 FB2890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2890!SPC SC       -   0.99995182  x   1.00007519  =   1.00002701
 FB2890!UTM  17      -   0.99995182  x   0.99980648  =   0.99975831
 FB2890
 FB2890:                Primary Azimuth Mark                     Grid Az
 FB2890:SPC SC       -  23 009                                   038 19 27.2
 FB2890:UTM  17      -  23 009                                   038 21 07.6
 FB2890
 FB2890|---------------------------------------------------------------------|
 FB2890| PID    Reference Object                     Distance      Geod. Az  |
 FB2890|                                                           dddmmss.s |
 FB2890| FB2894 23 009                              454.872 METERS 0373215.3 |
 FB2890|---------------------------------------------------------------------|
 FB2890
 FB2890                          SUPERSEDED SURVEY CONTROL
 FB2890
 FB2890  NAD 83(1986)-  35 01 42.22788(N)    082 25 07.96580(W) AD(       ) 1
 FB2890  NAD 83(1995)-  35 01 42.21823(N)    082 25 07.96374(W) AD(       ) 1
 FB2890  ELLIP H (04/18/02)  306.99   (m)                       GP(       ) 4 1
 FB2890  NAD 83(1986)-  35 01 42.22911(N)    082 25 07.96501(W) AD(       ) 2
 FB2890  NAD 27      -  35 01 41.81291(N)    082 25 08.53073(W) AD(       ) 2
 FB2890  NAVD 88 (04/18/02)  338.31   (m)         1109.9    (f) LEVELING    3  
 FB2890  NGVD 29 (12/12/91)  338.378  (m)         1110.16   (f) ADJUSTED    1 2
 FB2890
 FB2890.Superseded values are not recommended for survey control.
 FB2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2890.See file dsdata.txt to determine how the superseded data were derived.
 FB2890
 FB2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7056577112(NAD 83)
 FB2890_MARKER: DD = SURVEY DISK
 FB2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2890_SP_SET: CONCRETE POST
 FB2890_STAMPING: AZ MK 23 009 1979
 FB2890_MARK LOGO: SCGS  
 FB2890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2890+STABILITY: SURFACE MOTION
 FB2890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2890+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 FB2890
 FB2890  HISTORY     - Date     Condition        Report By
 FB2890  HISTORY     - 1979     MONUMENTED       SCGS
 FB2890  HISTORY     - 1979     GOOD             SCGS
 FB2890  HISTORY     - 19910618 GOOD             SCGS
 FB2890  HISTORY     - 19921124 GOOD             SCGS
 FB2890  HISTORY     - 20000711 GOOD             SCGS
 FB2890
 FB2890                          STATION DESCRIPTION
 FB2890
 FB2890'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2890'THE STATION IS LOCATED ABOUT 20 KM NORTH OF GREENVILLE, 7-1/4 KM
 FB2890'NORTHEAST OF TRAVELERS REST, 5-1/2 KM SOUTHWEST OF TIGERVILLE,
 FB2890'AND ALONG THE EAST SIDE OF U.S. HIGHWAY 25.
 FB2890'
 FB2890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 FB2890'STATE HIGHWAY 290, ABOUT 8 KM (5 MI) NORTHEAST OF TRAVELERS REST,
 FB2890'GO SOUTH ON U.S. HIGHWAY 25 FOR 0.5 KM (0.3 MI) TO STATION ON
 FB2890'LEFT.
 FB2890'
 FB2890'THE STATION IS A STANDARD SCGS DISK
 FB2890'STAMPED---AZ MK 23 009 1979---,
 FB2890'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 FB2890'FLUSH WITH GROUND.  IT IS LOCATED
 FB2890'52.1 METERS SOUTHEAST FROM UTILITY POLE 156,
 FB2890'42.4 METERS NORTHWEST FROM UTILITY POLE 155, AND
 FB2890'6.1 METERS NORTHEAST FROM CENTERLINE OF NORTH BOUND LANE OF U.S.
 FB2890'HIGHWAY 25.
 FB2890'
 FB2890'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FB2890'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2890
 FB2890                          STATION RECOVERY (1979)
 FB2890
 FB2890'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB2890'RECOVERED IN GOOD CONDITION.
 FB2890
 FB2890                          STATION RECOVERY (1991)
 FB2890
 FB2890'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB2890'STATION IS LOCATED 4.0 MILES SOUTHWEST OF TIGERVILLE.
 FB2890'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB2890'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB2890'THE JUNCTION OF U.S. HIGHWAY 25 AND STATE HIGHWAY 290 (LOCUST HILL
 FB2890'ROAD), 4.0 MILES SOUTHWEST OF TIGERVILLE, GO SOUTHEAST ON HIGHWAY 25
 FB2890'FOR 0.35 MILE TO THE STATION ON THE LEFT IN THE SHOULDER OF THE
 FB2890'HIGHWAY BETWEEN POWER POLES NUMBER 156 AND 155.  STATION IS A
 FB2890'CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE HIGHWAY, 172.1 FEET
 FB2890'SOUTHEAST OF POWER POLE 156 WITH 4 GUY WIRES AND A TRANSFORMER, 140.0
 FB2890'FEET NORTHWEST OF POWER POLE 155 WITH 4 GUY WIRES, 21.9 FEET
 FB2890'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 67.5
 FB2890'FEET WEST NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE MARKER NUMBER
 FB2890'375.  NOTE-STATION IS PRESENTLY NOT INTERVISIBLE WITH STATION 23 009.
 FB2890'RECOVERED BY T. HALL.
 FB2890
 FB2890                          STATION RECOVERY (1992)
 FB2890
 FB2890'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2890'RECOVERED AS DESCRIBED.
 FB2890
 FB2890                          STATION RECOVERY (2000)
 FB2890
 FB2890'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2890'STATION IS LOCATED 3.9 MILES (6.3 KM) SOUTHWEST OF TIGERVILLE, 12.2
 FB2890'MILES (19.6 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB2890'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2890'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FB2890'25 AND STATE HIGHWAY 290 (LOCUST HILL ROAD) , 4.1 MILES (6.6 KM)
 FB2890'SOUTHWEST OF TIGERVILLE, GO SOUTH SOUTHEAST ON HIGHWAY 25 FOR 0.3 MILE
 FB2890'(0.5 KM) TO THE STATION ON THE LEFT IN THE SHOULDER OF THE NORTHBOUND
 FB2890'LANES OF THE HIGHWAY.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT
 FB2890'(3.0 CM) AND LEVEL WITH THE HIGHWAY, 21.5 FEET (6.6 M) NORTHEAST OF
 FB2890'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 172.0 FEET (52.4 M)
 FB2890'SOUTHEAST OF A POWER POLE NUMBER 156 WITH FOUR GUY WIRES AND A
 FB2890'TRANSFORMER, 139.8 FEET (42.6 M) NORTHWEST OF A POWER POLE NUMBER 155
 FB2890'WITH TWO GUY WIRES, 67.5 FEET (20.6 M) WEST NORTHWEST OF AN
 FB2890'UNDERGROUND CABLE WARNING POST.  NOTE-STATION IS NOT INTERVISIBLE WITH
 FB2890'SURVEY STATION 23 009.  RECOVERED BY D.L. BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2868 ***********************************************************************
 FB2868  DESIGNATION -  23 010
 FB2868  PID         -  FB2868
 FB2868  STATE/COUNTY-  SC/GREENVILLE
 FB2868  USGS QUAD   -  SALUDA (1987)
 FB2868
 FB2868                         *CURRENT SURVEY CONTROL
 FB2868  ___________________________________________________________________
 FB2868* NAD 83(2001)-  35 08 14.07435(N)    082 20 00.83683(W)     ADJUSTED  
 FB2868* NAVD 88     -       841.8    (meters)    2762.     (feet)  VERTCON   
 FB2868  ___________________________________________________________________
 FB2868  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 FB2868  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FB2868
 FB2868  HORZ ORDER  -  SECOND
 FB2868
 FB2868.The horizontal coordinates were established by classical geodetic methods
 FB2868.and adjusted by the National Geodetic Survey in March 2004..
 FB2868
 FB2868.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2868
 FB2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2868
 FB2868.The geoid height was determined by GEOID03.
 FB2868
 FB2868;                    North         East     Units Scale Factor Converg.
 FB2868;SPC SC       -   367,208.240   488,053.351   MT  1.00012225   -0 44 21.6
 FB2868;SPC SC       - 1,204,751.44  1,601,224.90   iFT  1.00012225   -0 44 21.6
 FB2868;UTM  17      - 3,889,076.760   378,509.715   MT  0.99978190   -0 46 03.4
 FB2868
 FB2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2868!SPC SC       -   0.99987279  x   1.00012225  =   0.99999503
 FB2868!UTM  17      -   0.99987279  x   0.99978190  =   0.99965472
 FB2868
 FB2868:                Primary Azimuth Mark                     Grid Az
 FB2868:SPC SC       -  23 010 AZ MK 1                           108 26 59.9
 FB2868:UTM  17      -  23 010 AZ MK 1                           108 28 41.7
 FB2868
 FB2868|---------------------------------------------------------------------|
 FB2868| PID    Reference Object                     Distance      Geod. Az  |
 FB2868|                                                           dddmmss.s |
 FB2868| FB2872 23 010 AZ MK 1                      APPROX. 3.8 KM 1074238.3 |
 FB2868| FB2885 23 010 AZ MK 2                      APPROX. 2.8 KM 2093946.6 |
 FB2868|---------------------------------------------------------------------|
 FB2868
 FB2868                          SUPERSEDED SURVEY CONTROL
 FB2868
 FB2868  NAD 83(1986)-  35 08 14.08557(N)    082 20 00.83641(W) AD(       ) 2
 FB2868  NAD 27      -  35 08 13.67730(N)    082 20 01.41131(W) AD(       ) 2
 FB2868  NGVD 29 (07/19/86)  841.9    (m)         2762.     (f) VERT ANG       
 FB2868
 FB2868.Superseded values are not recommended for survey control.
 FB2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2868.See file dsdata.txt to determine how the superseded data were derived.
 FB2868
 FB2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7851089077(NAD 83)
 FB2868_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2868_SETTING: 66 = SET IN ROCK OUTCROP
 FB2868_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FB2868_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2868+STABILITY: POSITION/ELEVATION WELL
 FB2868
 FB2868  HISTORY     - Date     Condition        Report By
 FB2868  HISTORY     - 1979     MONUMENTED       SCGS
 FB2868  HISTORY     - 19921123 MARK NOT FOUND   SCGS
 FB2868
 FB2868                          STATION DESCRIPTION
 FB2868
 FB2868'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2868'THE STATION IS LOCATED 33 KM NORTH OF
 FB2868'GREENVILLE, 12 KM EAST OF THE JUNCTION OF
 FB2868'U. S. HIGHWAY 25 AND STATE HIGHWAY 11, 5 KM
 FB2868'SOUTH OF THE NORTH CAROLINA STATE LINE, 2-1/2 KM NORTHEAST
 FB2868'OF THE JUNCTION OF STATE HIGHWAYS 11 AND 101, 1-1/2 KM
 FB2868'NORTH OF HIGHWAY 11, NEAR THE SOUTH AND WEST EDGES OF A LARGE
 FB2868'EXPOSED AREA OF BEDROCK, KNOWN AS GLASSY ROCK, A PROMINENT
 FB2868'LANDMARK.
 FB2868'
 FB2868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 FB2868'101, ABOUT 4 KM (2.5 MI) NORTH-NORTHEAST OF THE SMALL
 FB2868'COMMUNITY OF TIGERVILLE,
 FB2868'(AZIMUTH MARK 2 IS AT THIS JUNCTION IN THE SOUTHWEST ANGLE),
 FB2868'GO EAST ON HIGHWAY 11 FOR 5.0 KM (3.1 MI) TO A WIDE
 FB2868'GRADED DIRT ROAD LEFT.  (TO REACH AZIMUTH MARK 1 FROM THIS POINT
 FB2868'CONTINUE EAST ON HIGHWAY 11 FOR 0.3 KM (0.2 MI)
 FB2868'TO THE END OF A GUARD RAIL AND THE MARK ON THE RIGHT.)  TURN
 FB2868'LEFT AND GO NORTH ON CENTER MOUNTAIN ROAD FOR 4.5 KM
 FB2868'(2.8 MI) TO WHERE THE ROAD TURNS RIGHT AND A NARROW DIRT ROAD
 FB2868'STRAIGHT AHEAD.  LEAVE THE MAIN ROAD AND CONTINUE STRAIGHT
 FB2868'AHEAD WESTERLY ON THE NARROW DIRT ROAD FOR 1.0 KM (0.6 MI)
 FB2868'TO A DRY CREEK BED ON THE
 FB2868'LEFT AND END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY ALONG THE
 FB2868'DRY CREEK BED FOR ABOUT 0.3 KM (0.2 MI) TO ITS END AT
 FB2868'GLASSY ROCK AND THE STATION NEAR THE SOUTH AND WEST EDGES OF
 FB2868'THE EXPOSED ROCK.
 FB2868'
 FB2868'THE STATION IS THE STEM OF A DISK SET IN A DRILL HOLE IN BEDROCK.
 FB2868'IT IS LOCATED
 FB2868'17.8 METERS SOUTHWEST FROM A LARGE FLAT BOULDER ON THE CREST OF
 FB2868'THE ROCK,
 FB2868'6.36 METERS SOUTHEAST FROM A FOOT PATH,
 FB2868'6.12 METERS SOUTHEAST FROM A PINE TREE,
 FB2868'2.2 METERS EAST-SOUTHEAST FROM THE EAST EDGE OF A 1.5 BY
 FB2868'2.5 BY 0.6 METERS BOULDER, AND
 FB2868'2.17 METERS NORTH FROM THE EDGE OF THE BLUFF.
 FB2868'
 FB2868'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB2868'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2868
 FB2868                          STATION RECOVERY (1992)
 FB2868
 FB2868'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2868'NOT RECOVERED, GLASSY MOUNTAIN NOW IS A DEVELOPMENT WITH GOLF COURSE,
 FB2868'DESCRIPTION INADEQUATE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2872 ***********************************************************************
 FB2872  DESIGNATION -  23 010 AZ MK 1
 FB2872  PID         -  FB2872
 FB2872  STATE/COUNTY-  SC/GREENVILLE
 FB2872  USGS QUAD   -  SALUDA (1987)
 FB2872
 FB2872                         *CURRENT SURVEY CONTROL
 FB2872  ___________________________________________________________________
 FB2872* NAD 83(2001)-  35 07 36.99052(N)    082 17 39.57854(W)     ADJUSTED  
 FB2872* NAVD 88     -       362.463  (meters)    1189.18   (feet)  ADJUSTED  
 FB2872  ___________________________________________________________________
 FB2872  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 FB2872  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 FB2872  DYNAMIC HT  -         362.090 (meters)    1187.96  (feet)  COMP
 FB2872  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 FB2872
 FB2872  HORZ ORDER  -  SECOND
 FB2872  VERT ORDER  -  FIRST     CLASS II
 FB2872
 FB2872.The horizontal coordinates were established by classical geodetic methods
 FB2872.and adjusted by the National Geodetic Survey in March 2004..
 FB2872
 FB2872.The orthometric height was determined by differential leveling
 FB2872.and adjusted by the National Geodetic Survey in August 1993..
 FB2872
 FB2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2872
 FB2872.The geoid height was determined by GEOID03.
 FB2872
 FB2872.The dynamic height is computed by dividing the NAVD 88
 FB2872.geopotential number by the normal gravity value computed on the
 FB2872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2872.degrees latitude (g = 980.6199 gals.).
 FB2872
 FB2872.The modeled gravity was interpolated from observed gravity values.
 FB2872
 FB2872;                    North         East     Units Scale Factor Converg.
 FB2872;SPC SC       -   366,019.893   491,615.196   MT  1.00011764   -0 43 03.3
 FB2872;SPC SC       - 1,200,852.67  1,612,910.75   iFT  1.00011764   -0 43 03.3
 FB2872;UTM  17      - 3,887,887.095   382,069.762   MT  0.99977140   -0 44 41.4
 FB2872
 FB2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2872!SPC SC       -   0.99994805  x   1.00011764  =   1.00006568
 FB2872!UTM  17      -   0.99994805  x   0.99977140  =   0.99971946
 FB2872
 FB2872                          SUPERSEDED SURVEY CONTROL
 FB2872
 FB2872  NAD 83(1986)-  35 07 37.00201(N)    082 17 39.58087(W) AD(       ) 2
 FB2872  NAD 27      -  35 07 36.59137(N)    082 17 40.16021(W) AD(       ) 2
 FB2872  NGVD 29 (12/12/91)  362.530  (m)         1189.40   (f) ADJUSTED    1 2
 FB2872
 FB2872.Superseded values are not recommended for survey control.
 FB2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2872.See file dsdata.txt to determine how the superseded data were derived.
 FB2872
 FB2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8207087887(NAD 83)
 FB2872_MARKER: DD = SURVEY DISK
 FB2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2872_SP_SET: CONCRETE POST
 FB2872_STAMPING: AZ MK 1 23 010 1979
 FB2872_MARK LOGO: SCGS  
 FB2872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2872+STABILITY: SURFACE MOTION
 FB2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2872+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB2872
 FB2872  HISTORY     - Date     Condition        Report By
 FB2872  HISTORY     - 1979     MONUMENTED       SCGS
 FB2872  HISTORY     - 1979     GOOD             SCGS
 FB2872  HISTORY     - 19910701 GOOD             SCGS
 FB2872  HISTORY     - 19921123 GOOD             SCGS
 FB2872  HISTORY     - 20000712 GOOD             SCGS
 FB2872  HISTORY     - 20050110 MARK NOT FOUND   SCGS
 FB2872
 FB2872                          STATION DESCRIPTION
 FB2872
 FB2872'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2872'THE STATION IS LOCATED ABOUT 30 KM NORTH-NORTHEAST OF
 FB2872'GREENVILLE, 8-1/2 KM NORTHEAST FROM THE SMALL COMMUNITY OF
 FB2872'TIGERVILLE, 5-1/2 KM WEST OF GOWENSVILLE AND ON ROAD
 FB2872'RIGHT-OF-WAY.
 FB2872'
 FB2872'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 FB2872'101, ABOUT 4 KM (2-1/2 MI) NORTH-NORTHEAST FROM THE SMALL
 FB2872'COMMUNITY OF TIGERVILLE (AZIMUTH MARK 2 IS AT THIS JUNCTION IN
 FB2872'THE SOUTHWEST ANGLE).  GO EAST ON HIGHWAY 11 FOR 5 KM (3.1 MI) TO
 FB2872'A WIDE GRADED DIRT ROAD LEFT.  CONTINUE EAST ON HIGHWAY 11 FOR 0.3
 FB2872'KM (0.2 MI) TO THE END OF A GUARD RAIL AND THE STATION ON THE
 FB2872'RIGHT.
 FB2872'
 FB2872'THE STATION IS A STANDARD SCGS DISK
 FB2872'STAMPED---23 010 AZ MK 1 1979---,
 FB2872'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2872'FLUSH WITH GROUND.  IT IS LOCATED
 FB2872'60.96 METERS WEST FROM THE WEST END OF A CURVE IN ROAD.
 FB2872'5.64 METERS SOUTH FROM THE CENTER OF HIGHWAY 11,
 FB2872'1.37 METERS NORTH-NORTHWEST FROM THE EAST END OF A GUARD RAIL,
 FB2872'AND
 FB2872'1.07 METERS NORTH FROM THE GUARD RAIL.
 FB2872'
 FB2872'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.28 METER.
 FB2872'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2872
 FB2872                          STATION RECOVERY (1979)
 FB2872
 FB2872'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB2872'RECOVERED IN GOOD CONDITION.
 FB2872
 FB2872                          STATION RECOVERY (1991)
 FB2872
 FB2872'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB2872'STATION IS LOCATED 5.8 MILES NORTHEAST OF TIGERVILLE.
 FB2872'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB2872'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB2872'THE JUNCTION STATE HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY),
 FB2872'101 AND STATE ROAD 912 (HIGHWAY 912), 3.5 MILES NORTH NORTHEAST OF
 FB2872'TIGERVILLE, GO NORTHEAST ON HIGHWAY 11 FOR 3.1 MILES TO THE JUNCTION
 FB2872'OF STATE ROAD 116 (OAK RIDGE ROAD), CONTINUE ON HIGHWAY 11 FOR 0.2
 FB2872'MILE TO THE STATION ON THE RIGHT NEAR THE EAST END OF A GUARDRAIL.
 FB2872'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2872'HIGHWAY, 18.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 4.7 FEET NORTH
 FB2872'NORTHEAST OF THE END GUARDRAIL POST WITH A WITNESS SIGN ATTACHED,
 FB2872'19.2 FEET EAST OF THE FOURTH GUARDRAIL POST WITH A SCGS REFERENCE
 FB2872'WASHER ATTACHED FROM THE EAST END OF THE GUARDRAIL, 5.0 FEET NORTH
 FB2872'NORTHEAST OF A WITNESS POST.  RECOVERED BY R.W. ROBERTS.
 FB2872
 FB2872                          STATION RECOVERY (1992)
 FB2872
 FB2872'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2872'RECOVERED AS DESCRIBED.
 FB2872
 FB2872                          STATION RECOVERY (2000)
 FB2872
 FB2872'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2872'STATION IS LOCATED 5.7 MILES (9.2 KM) NORTHEAST OF TIGERVILLE, 19.7
 FB2872'MILES (31.7 KM) NORTH NORTHEAST GREENVILLE.  OWNERSHIP--SCDOT,
 FB2872'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2872'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB2872'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) , 101, AND STATE ROAD
 FB2872'912, 3.4 MILES (5.5 KM) NORTH NORTHEAST OF TIGERVILLE, GO NORTHEAST ON
 FB2872'STATE HIGHWAY 11 FOR 3.1 MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD
 FB2872'116 (OAK GROVE ROAD) LEFT, CONTINUE AHEAD ON HIGHWAY 11 FOR 0.25 MILE
 FB2872'(0.40 KM) TO THE STATION ON THE RIGHT NEAR THE EAST END OF A
 FB2872'GUARDRAIL.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 FB2872'FOOT (15.2 CM) BELOW THE HIGHWAY, 18.7 FEET (5.7 M) SOUTH OF THE
 FB2872'CENTER OF THE HIGHWAY, 6.1 FEET (1.9 M) NORTH OF A GUARDRAIL POST WITH
 FB2872'A SCGS REFERENCE WASHER ATTACHED AT THE EAST END OF A GUARDRAIL, 19.3
 FB2872'FEET (5.9 M) EAST OF A GUARDRAIL POST WITH A SCGS REFERENCE WASHER
 FB2872'ATTACHED, 4.8 FEET (1.5 M) NORTH OF A WITNESS POST.
 FB2872
 FB2872                          STATION RECOVERY (2005)
 FB2872
 FB2872'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (AWZ)
 FB2872'CONCRETE POST WAS FOUND WITH DISK MISSING, PRESUMED DESTROYED.
 FB2872'RECOVERY BY A.W. ZUPAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2885 ***********************************************************************
 FB2885  DESIGNATION -  23 010 AZ MK 2
 FB2885  PID         -  FB2885
 FB2885  STATE/COUNTY-  SC/GREENVILLE
 FB2885  USGS QUAD   -  TIGERVILLE (1983)
 FB2885
 FB2885                         *CURRENT SURVEY CONTROL
 FB2885  ___________________________________________________________________
 FB2885* NAD 83(2001)-  35 06 55.30590(N)    082 20 55.43123(W)     ADJUSTED  
 FB2885* NAVD 88     -       354.210  (meters)    1162.10   (feet)  ADJUSTED  
 FB2885  ___________________________________________________________________
 FB2885  X           -     695,452.600 (meters)                     COMP
 FB2885  Y           -  -5,176,834.960 (meters)                     COMP
 FB2885  Z           -   3,648,529.138 (meters)                     COMP
 FB2885  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 FB2885  ELLIP HEIGHT-         322.80  (meters)          (03/13/03) GPS OBS
 FB2885  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 FB2885  DYNAMIC HT  -         353.840 (meters)    1160.89  (feet)  COMP
 FB2885  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 FB2885
 FB2885  HORZ ORDER  -  FIRST
 FB2885  VERT ORDER  -  FIRST     CLASS II
 FB2885  ELLP ORDER  -  FOURTH    CLASS II
 FB2885
 FB2885.The horizontal coordinates were established by GPS observations
 FB2885.and adjusted by the National Geodetic Survey in March 2003..
 FB2885
 FB2885.The orthometric height was determined by differential leveling
 FB2885.and adjusted by the National Geodetic Survey in August 1993..
 FB2885
 FB2885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2885
 FB2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2885
 FB2885.The ellipsoidal height was determined by GPS observations
 FB2885.and is referenced to NAD 83.
 FB2885
 FB2885.The geoid height was determined by GEOID03.
 FB2885
 FB2885.The dynamic height is computed by dividing the NAVD 88
 FB2885.geopotential number by the normal gravity value computed on the
 FB2885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2885.degrees latitude (g = 980.6199 gals.).
 FB2885
 FB2885.The modeled gravity was interpolated from observed gravity values.
 FB2885
 FB2885;                    North         East     Units Scale Factor Converg.
 FB2885;SPC SC       -   364,798.655   486,639.536   MT  1.00011250   -0 44 51.8
 FB2885;SPC SC       - 1,196,845.98  1,596,586.40   iFT  1.00011250   -0 44 51.8
 FB2885;UTM  17      - 3,886,668.674   377,095.185   MT  0.99978616   -0 46 33.3
 FB2885
 FB2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2885!SPC SC       -   0.99994933  x   1.00011250  =   1.00006183
 FB2885!UTM  17      -   0.99994933  x   0.99978616  =   0.99973551
 FB2885
 FB2885                          SUPERSEDED SURVEY CONTROL
 FB2885
 FB2885  NAD 83(1986)-  35 06 55.31549(N)    082 20 55.43299(W) AD(       ) 1
 FB2885  NAD 83(1995)-  35 06 55.30599(N)    082 20 55.43072(W) AD(       ) 1
 FB2885  ELLIP H (04/18/02)  322.84   (m)                       GP(       ) 4 1
 FB2885  NAD 83(1986)-  35 06 55.31646(N)    082 20 55.43178(W) AD(       ) 2
 FB2885  NAD 27      -  35 06 54.90627(N)    082 20 56.00561(W) AD(       ) 2
 FB2885  NAVD 88 (04/18/02)  354.21   (m)         1162.1    (f) LEVELING    3  
 FB2885  NGVD 29 (12/12/91)  354.272  (m)         1162.31   (f) ADJUSTED    1 2
 FB2885
 FB2885.Superseded values are not recommended for survey control.
 FB2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2885.See file dsdata.txt to determine how the superseded data were derived.
 FB2885
 FB2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7709586669(NAD 83)
 FB2885_MARKER: DD = SURVEY DISK
 FB2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2885_SP_SET: CONCRETE POST
 FB2885_STAMPING: AZ MK 2 23 010 1979
 FB2885_MARK LOGO: SCGS  
 FB2885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2885+STABILITY: SURFACE MOTION
 FB2885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2885+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB2885
 FB2885  HISTORY     - Date     Condition        Report By
 FB2885  HISTORY     - 1979     MONUMENTED       SCGS
 FB2885  HISTORY     - 1979     GOOD             SCGS
 FB2885  HISTORY     - 19910619 GOOD             SCGS
 FB2885  HISTORY     - 19921123 GOOD             SCGS
 FB2885  HISTORY     - 20000712 GOOD             SCGS
 FB2885  HISTORY     - 20050602 POOR             NEWBY
 FB2885
 FB2885                          STATION DESCRIPTION
 FB2885
 FB2885'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2885'THE STATION IS LOCATED ABOUT 29 KM NORTH OF GREENVILLE, 4 KM
 FB2885'NORTH-NORTHEAST OF THE SMALL COMMUNITY OF TIGERVILLE, AT THE
 FB2885'JUNCTION STATE HIGHWAYS 11 AND 101, AND ON HIGHWAY RIGHT-OF-WAY.
 FB2885'
 FB2885'STATION IS AT THE JUNCTION OF STATE HIGHWAYS 11 AND 101, WHICH IS
 FB2885'ABOUT 4 KM NORTH-NORTHEAST OF THE SMALL COMMUNTIY OF TIGERVILLE.
 FB2885'
 FB2885'THE STATION IS A STANDARD SCGS DISK
 FB2885'STAMPED---23 010 AZ MK 2 1979---,
 FB2885'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2885'FLUSH WITH GROUND.  IT IS LOCATED
 FB2885'42.37 METERS SOUTHWEST FROM THE CENTER OF JUNCTION
 FB2885'OF HIGHWAYS 11 AND 101,
 FB2885'1.68 METERS SOUTHEAST FROM THE SOUTHEAST EDGE OF HIGHWAY 11
 FB2885'AND
 FB2885'1.52 METERS NORTHWEST FROM THE NORTHEAST END OF GUARD RAIL.
 FB2885'
 FB2885'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.09 METERS.
 FB2885'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2885
 FB2885                          STATION RECOVERY (1979)
 FB2885
 FB2885'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB2885'RECOVERED IN GOOD CONDITION.
 FB2885
 FB2885                          STATION RECOVERY (1991)
 FB2885
 FB2885'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB2885'STATION IS LOCATED NEAR THE NORTHEAST END OF A GUARDRAIL IN THE SOUTH
 FB2885'ANGLE OF THE JUNCTION OF STATE HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC
 FB2885'HIGHWAY), 101 AND STATE ROAD 912 (HIGHWAY 912), 3.4 MILES NORTH
 FB2885'NORTHEAST OF TIGERVILLE.  STATION IS A CONCRETE POST FLUSH WITH THE
 FB2885'GROUND AND 0.5 FOOT BELOW THE HIGHWAY, 5.5 FEET NORTHWEST OF THE END
 FB2885'GUARDRAIL POST WITH A WITNESS POST SIGN ATTACHED, 52.8 FEET NORTH
 FB2885'NORTHEAST OF A POWER POLE WITH 8 GUY WIRES, 23.0 FEET SOUTHEAST OF
 FB2885'THE CENTER OF HIGHWAY 11, 5.4 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 FB2885'HIGHWAY 11, 144.4 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 101, 6.5
 FB2885'FEET NORTH NORTHWEST OF A WITNESS POST.  RECOVERED BY T. HALL.
 FB2885
 FB2885                          STATION RECOVERY (1992)
 FB2885
 FB2885'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2885'RECOVERED AS DESCRIBED.
 FB2885
 FB2885                          STATION RECOVERY (2000)
 FB2885
 FB2885'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2885'STATION IS LOCATED NEAR THE EAST END A GUARDRAIL IN THE SOUTH ANGLE OF
 FB2885'STATE HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) 101 AND STATE
 FB2885'ROAD 912, 3.4 MILES (5.5 KM) NORTH NORTHEAST OF TIGERVILLE, 18.4 MILES
 FB2885'(29.6 KM) NORTH NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 FB2885'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2885'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FB2885'1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 23.0 FEET (7.0 M) SOUTHEAST OF THE
 FB2885'CENTER OF HIGHWAY 11, 144.0 FEET (43.9 M) SOUTHWEST OF THE CENTER OF
 FB2885'HIGHWAY 101, 53.0 FEET (16.2 M) NORTH NORTHEAST OF A POWER POLE WITH
 FB2885'FOUR GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED, 7.6 FEET (2.3 M)
 FB2885'NORTHWEST OF THE EAST END GUARDRAIL POST WITH A SCGS REFERENCE WASHER
 FB2885'ATTACHED, 6.5 FEET (2.0 M) NORTHWEST OF A WITNESS POST.  RECOVERED BY
 FB2885'D.L.  BRECHLIN.
 FB2885
 FB2885                          STATION RECOVERY (2005)
 FB2885
 FB2885'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 FB2885'FOUND OUT OF GROUND, DITURBED DUE TO HIGHWAY CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2904 ***********************************************************************
 FB2904  DESIGNATION -  23 011
 FB2904  PID         -  FB2904
 FB2904  STATE/COUNTY-  SC/GREENVILLE
 FB2904  USGS QUAD   -  ZIRCONIA (1991)
 FB2904
 FB2904                         *CURRENT SURVEY CONTROL
 FB2904  ___________________________________________________________________
 FB2904* NAD 83(2001)-  35 08 37.01280(N)    082 27 51.32052(W)     ADJUSTED  
 FB2904* NAVD 88     -       458.3    (meters)    1504.     (feet)  VERTCON   
 FB2904  ___________________________________________________________________
 FB2904  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 FB2904  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FB2904
 FB2904  HORZ ORDER  -  SECOND
 FB2904
 FB2904.The horizontal coordinates were established by classical geodetic methods
 FB2904.and adjusted by the National Geodetic Survey in March 2004..
 FB2904
 FB2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2904
 FB2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2904
 FB2904.The geoid height was determined by GEOID03.
 FB2904
 FB2904;                    North         East     Units Scale Factor Converg.
 FB2904;SPC SC       -   368,076.398   476,152.514   MT  1.00012512   -0 48 42.4
 FB2904;SPC SC       - 1,207,599.73  1,562,180.16   iFT  1.00012512   -0 48 42.4
 FB2904;UTM  17      - 3,889,950.813   366,613.179   MT  0.99981927   -0 50 34.8
 FB2904
 FB2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2904!SPC SC       -   0.99993295  x   1.00012512  =   1.00005806
 FB2904!UTM  17      -   0.99993295  x   0.99981927  =   0.99975223
 FB2904
 FB2904:                Primary Azimuth Mark                     Grid Az
 FB2904:SPC SC       -  23 011 AZ MK                             169 36 55.8
 FB2904:UTM  17      -  23 011 AZ MK                             169 38 48.2
 FB2904
 FB2904|---------------------------------------------------------------------|
 FB2904| PID    Reference Object                     Distance      Geod. Az  |
 FB2904|                                                           dddmmss.s |
 FB2904| FB2892 23 011 AZ MK                        APPROX. 2.4 KM 1684813.4 |
 FB2904|---------------------------------------------------------------------|
 FB2904
 FB2904                          SUPERSEDED SURVEY CONTROL
 FB2904
 FB2904  NAD 83(1986)-  35 08 37.01899(N)    082 27 51.31626(W) AD(       ) 2
 FB2904  NAD 83(1986)-  35 08 37.02219(N)    082 27 51.32185(W) AD(       ) 2
 FB2904  NAD 27      -  35 08 36.60898(N)    082 27 51.88340(W) AD(       ) 2
 FB2904  NGVD 29 (09/25/98)  458.3    (m)         1504.     (f) VERT ANG       
 FB2904
 FB2904.Superseded values are not recommended for survey control.
 FB2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2904.See file dsdata.txt to determine how the superseded data were derived.
 FB2904
 FB2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6661389951(NAD 83)
 FB2904_MARKER: DD = SURVEY DISK
 FB2904_SETTING: 80 = SET IN A BOULDER
 FB2904_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FB2904_STAMPING: HORZ 23 011 1979
 FB2904_MARK LOGO: SCGS  
 FB2904_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2904+STABILITY: SURFACE MOTION
 FB2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2904+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 FB2904
 FB2904  HISTORY     - Date     Condition        Report By
 FB2904  HISTORY     - 1979     MONUMENTED       SCGS
 FB2904  HISTORY     - 19840515 GOOD             NCGS
 FB2904  HISTORY     - 19921123 GOOD             SCGS
 FB2904  HISTORY     - 20000906 GOOD             SCGS
 FB2904
 FB2904                          STATION DESCRIPTION
 FB2904
 FB2904'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2904'THE STATION IS LOCATED ABOUT 30-1/2 KM NORTH OF GREENVILLE,
 FB2904'1-1/2 KM SOUTH OF THE NORTH CAROLINA STATE LINE AND ON A STEEP
 FB2904'SLOPE ON WEST SIDE OF U.S. HIGHWAY 25.
 FB2904'
 FB2904'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 FB2904'STATE HIGHWAY 11, WHICH IS ABOUT 8 KM (5 MI) EAST OF CLEVELAND.
 FB2904'GO NORTH ON HIGHWAY 25 FOR 4.0 KM (2.5 MI) TO A BRIDGE JUST PAST
 FB2904'CREST OF RIDGE AND AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 FB2904'HIGHWAY 25 FOR 2.7 KM (1.7 MI) TO THE STATION ON WEST SLOPE.
 FB2904'CONTINUE NORTH TO CROSS-OVER, MAKE U-TURN TO STATION ABOUT
 FB2904'91 METERS (100 YDS) UP THE SLOPE.
 FB2904'
 FB2904'THE STATION IS A STANDARD SCGS DISK
 FB2904'STAMPED---23 011 HORZ SCGS 1979---,
 FB2904'SET INTO THE TOP OF A BOULDER OF 3 METERS
 FB2904'LARGEST DIMENSION.  IT IS LOCATED
 FB2904'91 METERS WEST FROM THE SOUTH BOUND LANE OF U.S. HIGHWAY 25 AND
 FB2904'ABOUT 30 METERS ABOVE THE HIGHWAY.
 FB2904'
 FB2904'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB2904'STAMPED---AZ MK 23 011 1979---,
 FB2904'SET INTO A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 FB2904'BRIDGE SURFACE OF THE SOUTH BOUND LANE OF BRIDGE OF U.S.
 FB2904'HIGHWAY 25.
 FB2904'IT IS LOCATED
 FB2904'1.2 METERS NORTH FROM SOUTH END OF THE BRIDGE,
 FB2904'1.07 METERS WEST FROM THE EAST RAIL OF BRIDGE AND
 FB2904'0.9 METERS NORTH FROM THE CONCRETE-MACADAM LINE.
 FB2904'
 FB2904'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2904'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2904
 FB2904                          STATION RECOVERY (1984)
 FB2904
 FB2904'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 FB2904'RECOVERED AS DESCRIBED.
 FB2904
 FB2904                          STATION RECOVERY (1992)
 FB2904
 FB2904'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2904'STATION IS LOCATED 7.4 MILES (11.9 KM) NORTHWEST OF TIGERVILLE, 2.2
 FB2904'MILES (3.5 KM) SOUTH OF THE NORTH CAROLINA/SOUTH CAROLINA STATE LINE.
 FB2904'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 FB2904'U.S. HIGHWAY 25 AND STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC
 FB2904'HIGHWAY), 4.8 MILES (7.7 KM) WEST NORTHWEST OF TIGERVILLE, GO NORTH ON
 FB2904'HIGHWAY 25 FOR 2.3 MILES (3.7 KM) TO A PAVED ROAD RIGHT (BEAVER DAM
 FB2904'ROAD), CONTINUE ON HIGHWAY 25 FOR 1.55 MILES (2.49 KM) TO THE STATION
 FB2904'ON THE LEFT AT THE TOP OF A SECTION OF ROCK OUTCROP ABOUT 100 YARDS
 FB2904'WEST OF THE SOUTHBOUND LANES OF THE HIGHWAY AND 30 YARDS ABOVE THE
 FB2904'HIGHWAY. STATION IS A DRILL MARK IN ROCK OUTCROP. NOTE-STATION IS NOT
 FB2904'INTERVISIBLE WITH STATION 23 011 AZ MK AND IS NOT VISIBLE FROM THE
 FB2904'HIGHWAY. RECOVERED BY T. HALL.
 FB2904
 FB2904                          STATION RECOVERY (2000)
 FB2904
 FB2904'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2904'STATION IS LOCATED 6.1 MILES (9.8 KM) NORTHWEST OF CLEVELAND, 20.4
 FB2904'MILES (32.8 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB2904'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2904'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 FB2904'11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND U.S.  HIGHWAY 25, 4.7 MILES
 FB2904'(7.6 KM) EAST OF CLEVELAND, GO NORTH ON HIGHWAY 25 FOR 2.3 MILES (3.7
 FB2904'KM) TO A PAVED ROAD RIGHT (BEAVER DAM ROAD) , CONTINUE ON HIGHWAY 25
 FB2904'FOR 1.55 MILES (2.49 KM) TO THE STATION ON THE LEFT SET IN THE HIGHEST
 FB2904'POINT OF A BOULDER LEDGE.  STATION IS A DISK SET IN A DRILL HOLE IN
 FB2904'ROCK OUTCROP AND LEVEL WITH THE ROAD, 300.0 FEET (91.4 M) WEST OF THE
 FB2904'CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY, 16.0 FEET (4.9 M) EAST
 FB2904'NORTHEAST OF A 1.2-FOOT CEDAR TREE WITH A SCGS REFERENCE WASHER
 FB2904'ATTACHED, 13.6 FEET (4.1 M) SOUTH OF A 1.0-FOOT TWIN CEDAR TREE WITH A
 FB2904'SCGS REFERENCE WASHER ATTACHED, 250.0 FEET (76.2 M) WEST OF A WITNESS
 FB2904'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2892 ***********************************************************************
 FB2892  HT_MOD      -  This is a Height Modernization Survey Station.
 FB2892  DESIGNATION -  23 011 AZ MK
 FB2892  PID         -  FB2892
 FB2892  STATE/COUNTY-  SC/GREENVILLE
 FB2892  USGS QUAD   -  SLATER (1983)
 FB2892
 FB2892                         *CURRENT SURVEY CONTROL
 FB2892  ___________________________________________________________________
 FB2892* NAD 83(2001)-  35 07 20.54336(N)    082 27 32.89806(W)     ADJUSTED  
 FB2892* NAVD 88     -       359.08   (meters)    1178.1    (feet)  GPS OBS   
 FB2892  ___________________________________________________________________
 FB2892  X           -     685,417.518 (meters)                     COMP
 FB2892  Y           -  -5,177,726.019 (meters)                     COMP
 FB2892  Z           -   3,649,168.270 (meters)                     COMP
 FB2892  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 FB2892  ELLIP HEIGHT-         327.89  (meters)          (03/13/03) GPS OBS
 FB2892  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FB2892
 FB2892  HORZ ORDER  -  FIRST
 FB2892  ELLP ORDER  -  FOURTH    CLASS II
 FB2892
 FB2892.The horizontal coordinates were established by GPS observations
 FB2892.and adjusted by the National Geodetic Survey in March 2003..
 FB2892
 FB2892.The orthometric height was determined by GPS observations and a
 FB2892.high-resolution geoid model using precise GPS observation and
 FB2892.processing techniques.
 FB2892
 FB2892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2892
 FB2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2892
 FB2892.The ellipsoidal height was determined by GPS observations
 FB2892.and is referenced to NAD 83.
 FB2892
 FB2892.The geoid height was determined by GEOID03.
 FB2892
 FB2892;                    North         East     Units Scale Factor Converg.
 FB2892;SPC SC       -   365,713.156   476,585.587   MT  1.00011561   -0 48 32.2
 FB2892;SPC SC       - 1,199,846.31  1,563,601.01   iFT  1.00011561   -0 48 32.2
 FB2892;UTM  17      - 3,887,588.050   367,044.845   MT  0.99981786   -0 50 22.6
 FB2892
 FB2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2892!SPC SC       -   0.99994854  x   1.00011561  =   1.00006414
 FB2892!UTM  17      -   0.99994854  x   0.99981786  =   0.99976640
 FB2892
 FB2892:                Primary Azimuth Mark                     Grid Az
 FB2892:SPC SC       -  23 011                                   349 36 56.2
 FB2892:UTM  17      -  23 011                                   349 38 46.6
 FB2892
 FB2892|---------------------------------------------------------------------|
 FB2892| PID    Reference Object                     Distance      Geod. Az  |
 FB2892|                                                           dddmmss.s |
 FB2892| FB2904 23 011                              APPROX. 2.4 KM 3484824.0 |
 FB2892|---------------------------------------------------------------------|
 FB2892
 FB2892                          SUPERSEDED SURVEY CONTROL
 FB2892
 FB2892  NAD 83(1986)-  35 07 20.55257(N)    082 27 32.90000(W) AD(       ) 1
 FB2892  NAD 83(1995)-  35 07 20.54335(N)    082 27 32.89778(W) AD(       ) 1
 FB2892  ELLIP H (04/18/02)  327.93   (m)                       GP(       ) 4 1
 FB2892  NAD 83(1986)-  35 07 20.54883(N)    082 27 32.89185(W) AD(       ) 2
 FB2892  NAD 83(1986)-  35 07 20.55363(N)    082 27 32.89904(W) AD(       ) 2
 FB2892  NAD 27      -  35 07 20.13885(N)    082 27 33.46086(W) AD(       ) 2
 FB2892  NGVD 29 (09/25/98)  359.1    (m)         1178.     (f) VERT ANG       
 FB2892
 FB2892.Superseded values are not recommended for survey control.
 FB2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2892.See file dsdata.txt to determine how the superseded data were derived.
 FB2892
 FB2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6704587588(NAD 83)
 FB2892_MARKER: DD = SURVEY DISK
 FB2892_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FB2892+WITH SETTING: PAVEMENT
 FB2892_SP_SET: CONCRETE BRIDGE SURFACE
 FB2892_STAMPING: AZ MK 23 011 1979
 FB2892_MARK LOGO: SCGS  
 FB2892_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2892+STABILITY: SURFACE MOTION
 FB2892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2892+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 FB2892
 FB2892  HISTORY     - Date     Condition        Report By
 FB2892  HISTORY     - 1979     MONUMENTED       SCGS
 FB2892  HISTORY     - 19840515 GOOD             NCGS
 FB2892  HISTORY     - 19921123 GOOD             SCGS
 FB2892  HISTORY     - 20000906 GOOD             SCGS
 FB2892
 FB2892                          STATION DESCRIPTION
 FB2892
 FB2892'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2892'THE STATION IS LOCATED ABOUT 30-1/2 KM NORTH OF GREENVILLE, 1-1/2
 FB2892'KM SOUTH OF THE NORTH CAROLINA STATE LINE AND IN A BRIDGE SURFACE
 FB2892'ON U.S. HIGHWAY 25.
 FB2892'
 FB2892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 FB2892'STATE HIGHWAY 11, WHICH IS ABOUT 8 KM (5 MI) EAST OF CLEVELAND.
 FB2892'GO NORTH ON HIGHWAY 11 FOR 4.0 KM (2.5 MI) TO A BRIDGE, JUST
 FB2892'PAST CREST OF RIDGE AND STATION IN BRIDGE OF SOUTH BOUND LANE.
 FB2892'
 FB2892'THE STATION IS A STANDARD SCGS DISK
 FB2892'STAMPED---AZ MK 23 011 1979---,
 FB2892'SET INTO A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 FB2892'BRIDGE SURFACE OF THE SOUTH BOUND LANE OF THE BRIDGE ON
 FB2892'U.S. HIGHWAY 25.
 FB2892'IT IS LOCATED
 FB2892'1.2 METERS NORTH FROM THE SOUTH END OF BRIDGE,
 FB2892'1.07 METERS WEST FROM THE EAST RAIL OF BRIDGE AND
 FB2892'0.9 METERS NORTH FROM TH CONCRETE-MACADAM LINE.
 FB2892'
 FB2892'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2892'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2892
 FB2892                          STATION RECOVERY (1984)
 FB2892
 FB2892'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 FB2892'RECOVERED AS DESCRIBED.
 FB2892
 FB2892                          STATION RECOVERY (1992)
 FB2892
 FB2892'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2892'STATION IS LOCATED 6.4 MILES (10.3 KM) NORTHWEST OF TIGERVILLE, 3.6
 FB2892'MILES (5.8 KM) SOUTH OF THE NORTH CAROLINA/SOUTH CAROLINA STATE LINE.
 FB2892'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB2892'COLUMBIA, SC 29202, PHONE 803-733-1350. TO REACH THE STATION FROM THE
 FB2892'JUNCTION OVERPASS OF U.S. HIGHWAY 25 AND STATE HIGHWAY 11 (CHEROKEE
 FB2892'FOOTHILLS SCENIC HIGHWAY), 4.8 MILES (7.7 KM) WEST NORTHWEST OF
 FB2892'TIGERVILLE, GO NORTH ON HIGHWAY 25 FOR 2.3 MILES (3.7 KM) TO A PAVED
 FB2892'ROAD RIGHT (BEAVER DAM ROAD), CONTINUE ON HIGHWAY 25 FOR 0.05 MILE
 FB2892'(0.08 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF THE
 FB2892'SOUTHBOUND LANES OF HIGHWAY 25. STATION IS A DRILL MARK IN BRIDGE AND
 FB2892'LEVEL WITH THE DECK OF THE BRIDGE, 14.6 FEET (4.5 M) EAST NORTHEAST OF
 FB2892'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 2.7 FEET (0.8 M)
 FB2892'WEST SOUTHWEST OF THE WEST EDGE OF THE CURB OF THE GUARD RAIL, 5.8
 FB2892'FEET (1.8 M) WEST NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE
 FB2892'GUARD RAIL OF THE BRIDGE, 6.0 FEET (1.8 M) WEST NORTHWEST OF A WITNESS
 FB2892'POST. NOTE-STATION IS NOT INTERVISIBLE WITH STATION 23 011. RECOVERED
 FB2892'BY T. HALL.
 FB2892
 FB2892                          STATION RECOVERY (2000)
 FB2892
 FB2892'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2892'STATION IS LOCATED 5.1 MILES (8.2 KM) NORTHWEST OF CLEVELAND, 19.0
 FB2892'MILES (30.6 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB2892'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2892'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 FB2892'STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND U.S. HIGHWAY
 FB2892'25, 4.7 MILES (7.6 KM) EAST OF CLEVELAND, GO NORTH ON HIGHWAY 25 FOR
 FB2892'2.3 MILES (3.7 KM) TO A PAVED ROAD RIGHT (BEAVER DAM ROAD) , CONTINUE
 FB2892'ON HIGHWAY 25 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT IN
 FB2892'THE SOUTHEAST CORNER OF A CONCRETE BRIDGE FOR THE SOUTHBOUND LANES OF
 FB2892'THE HIGHWAY.  STATION IS A DISK SET IN A DRILL HOLE IN THE BRIDGE AND
 FB2892'LEVEL WITH THE HIGHWAY, 3.2 FEET (1.0 M) NORTH OF THE SOUTH END OF THE
 FB2892'CONCRETE BRIDGE, 3.2 FEET (1.0 M) WEST OF THE WEST FACE OF THE
 FB2892'CONCRETE GUARDRAIL OF THE BRIDGE, 13.8 FEET (4.2 M) WEST NORTHWEST OF
 FB2892'THE NORTHWEST CORNER OF A 4-FOOT SQUARE METAL CATCH BASIN COVER, 14.7
 FB2892'FEET (4.5 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 FB2892'HIGHWAY, 5.9 FEET (1.8 M) WEST NORTHWEST OF A WITNESS POST.
 FB2892'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 23 011. RECOVERED
 FB2892'BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3077 ***********************************************************************
 FB3077  HT_MOD      -  This is a Height Modernization Survey Station.
 FB3077  DESIGNATION -  23 012
 FB3077  PID         -  FB3077
 FB3077  STATE/COUNTY-  SC/GREENVILLE
 FB3077  USGS QUAD   -  STANDINGSTONE MTN (1990)
 FB3077
 FB3077                         *CURRENT SURVEY CONTROL
 FB3077  ___________________________________________________________________
 FB3077* NAD 83(2001)-  35 08 01.58544(N)    082 34 30.78495(W)     ADJUSTED  
 FB3077* NAVD 88     -       882.17   (meters)    2894.3    (feet)  GPS OBS   
 FB3077  ___________________________________________________________________
 FB3077  X           -     674,887.468 (meters)                     COMP
 FB3077  Y           -  -5,178,806.920 (meters)                     COMP
 FB3077  Z           -   3,650,504.093 (meters)                     COMP
 FB3077  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 FB3077  ELLIP HEIGHT-         851.48  (meters)          (03/13/03) GPS OBS
 FB3077  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB3077
 FB3077  HORZ ORDER  -  FIRST
 FB3077  ELLP ORDER  -  FOURTH    CLASS II
 FB3077
 FB3077.The horizontal coordinates were established by GPS observations
 FB3077.and adjusted by the National Geodetic Survey in March 2003..
 FB3077
 FB3077.The orthometric height was determined by GPS observations and a
 FB3077.high-resolution geoid model using precise GPS observation and
 FB3077.processing techniques.
 FB3077
 FB3077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3077
 FB3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3077
 FB3077.The ellipsoidal height was determined by GPS observations
 FB3077.and is referenced to NAD 83.
 FB3077
 FB3077.The geoid height was determined by GEOID03.
 FB3077
 FB3077;                    North         East     Units Scale Factor Converg.
 FB3077;SPC SC       -   367,133.316   466,023.882   MT  1.00012070   -0 52 23.9
 FB3077;SPC SC       - 1,204,505.63  1,528,949.74   iFT  1.00012070   -0 52 23.9
 FB3077;UTM  17      - 3,889,013.708   356,486.919   MT  0.99985383   -0 54 24.0
 FB3077
 FB3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3077!SPC SC       -   0.99986637  x   1.00012070  =   0.99998705
 FB3077!UTM  17      -   0.99986637  x   0.99985383  =   0.99972022
 FB3077
 FB3077:                Primary Azimuth Mark                     Grid Az
 FB3077:SPC SC       -  CLEVE                                    136 53 04.9
 FB3077:UTM  17      -  CLEVE                                    136 55 05.0
 FB3077
 FB3077|---------------------------------------------------------------------|
 FB3077| PID    Reference Object                     Distance      Geod. Az  |
 FB3077|                                                           dddmmss.s |
 FB3077| FB3082 CLEVE                               APPROX. 9.2 KM 1360041.0 |
 FB3077|---------------------------------------------------------------------|
 FB3077
 FB3077                          SUPERSEDED SURVEY CONTROL
 FB3077
 FB3077  NAD 83(1986)-  35 08 01.59324(N)    082 34 30.78646(W) AD(       ) 1
 FB3077  NAD 83(1995)-  35 08 01.58563(N)    082 34 30.78483(W) AD(       ) 1
 FB3077  ELLIP H (04/18/02)  851.47   (m)                       GP(       ) 4 1
 FB3077  NAD 83(1986)-  35 08 01.59398(N)    082 34 30.78866(W) AD(       ) 2
 FB3077  NAD 83(1986)-  35 08 01.59553(N)    082 34 30.78848(W) AD(       ) 2
 FB3077  NAD 27      -  35 08 01.18043(N)    082 34 31.33779(W) AD(       ) 2
 FB3077  NGVD 29 (07/19/86)  883.2    (m)         2898.     (f) VERT ANG       
 FB3077
 FB3077.Superseded values are not recommended for survey control.
 FB3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3077.See file dsdata.txt to determine how the superseded data were derived.
 FB3077
 FB3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5648789014(NAD 83)
 FB3077_MARKER: DD = SURVEY DISK
 FB3077_SETTING: 66 = SET IN ROCK OUTCROP
 FB3077_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FB3077_STAMPING: HORZ 23 012 1979
 FB3077_MARK LOGO: SCGS  
 FB3077_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB3077+STABILITY: POSITION/ELEVATION WELL
 FB3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3077+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2000
 FB3077
 FB3077  HISTORY     - Date     Condition        Report By
 FB3077  HISTORY     - 1979     MONUMENTED       SCGS
 FB3077  HISTORY     - 19930105 GOOD             SCGS
 FB3077  HISTORY     - 20000829 GOOD             SCGS
 FB3077
 FB3077                          STATION DESCRIPTION
 FB3077
 FB3077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB3077'THE STATION IS LOCATED ABOUT 23 MILES NORTH-NORTHWEST OF
 FB3077'GREENVILLE, 4 MILES EAST OF CEASARS HEAD, 1 MILE SOUTH OF THE
 FB3077'NORTH CAROLINA STATE LINE AND ON THE PROPERTY OF GREENVILLE
 FB3077'YMCA CAMP, ON THE EAST SIDE OF A OVERLOOK AT SYMMES CHAPEL.
 FB3077'
 FB3077'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 288 AND 276
 FB3077'IN MARIETTA, GO NORTH ON U.S. HIGHWAY 276 FOR 20.5 MILES TO A
 FB3077'SIDE ROAD RIGHT ABOUT 10 YARDS SOUTH OF THE NORTH CAROLINA STATE
 FB3077'LINE AND SIGN INDICATING THE DIRECTION TO CAMP GREENVILLE.  TURN
 FB3077'RIGHT ON STATE ROAD 15 AND FOLLOW SIGNS TO CAMP GREENVILLE
 FB3077'FOR 4.3 MILES TO THE ADMINISTRATION BUILDING.  KEEP THE RIGHT ROAD
 FB3077'FOR 0.9 MILE MILE TO SYMMES CHAPEL.  FROM HERE WALK DOWN THE
 FB3077'CEMENT STEPS TO A ROCK WALL AND THE STATION JUST BEYOND.
 FB3077'
 FB3077'THE STATION IS A STANDARD SCGS DISK
 FB3077'STAMPED---HORZ 23 012 1979---,
 FB3077'CEMENTED IN A DRILL HOLE IN BEDROCK AND FLUSH WITH THE
 FB3077'SURFACE.  IT IS LOCATED
 FB3077'32 FEET SOUTHEAST FROM THE CENTER OF NORTHWEST CHAPEL PILLAR,
 FB3077'28 FEET NORTHWEST FROM THE CENTER OF SOUTHWEST CHAPEL PILLAR,
 FB3077'AND 7 FEET EAST FROM A ALTER WALL IN FRONT OF THE CHAPEL.
 FB3077'
 FB3077'NO AZIMUTH MARK ESTABLISHED.
 FB3077'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FB3077
 FB3077                          STATION RECOVERY (1993)
 FB3077
 FB3077'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 FB3077'STATION IS LOCATED 23.0 MILES (37.0 KM) NORTH NORTHWEST OF GREENVILLE,
 FB3077'NEAR THE NORTH CAROLINA STATE LINE. OWNERSHIP--YMCA CAMP GREENVILLE,
 FB3077'P.O. BOX 370, CEDAR MOUNTAIN, NORTH CAROLINA, 28718, PHONE
 FB3077'803-836-3291. CONTACT-GREG MCKEE-DIRECTOR BEFORE OBSERVATIONS. TO
 FB3077'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 (GEER
 FB3077'HIGHWAY)AND STATE HIGHWAY 8, 3.4 MILES (5.5 KM) SOUTH OF CAESARS HEAD,
 FB3077'GO WEST ON HIGHWAY 276 FOR 9.0 MILES (14.5 KM) TO THE NORTH CAROLINA
 FB3077'STATE LINE AND THE JUNCTION OF STATE ROAD 15 (YMCA CAMP ROAD), TURN
 FB3077'RIGHT ON ROAD 15 FOR 4.1 MILES (6.6 KM) TO THE ADMINISTRATION BUILDING
 FB3077'AT THE YMCA, TURN RIGHT ON ROAD 15 FOR 0.8 MILE (1.3 KM) TO THE
 FB3077'STATION IN ROCK OUTCROP ON THE EAST SIDE OF AN OPEN AIR STONE CHAPEL
 FB3077'OVERLOOK BUILDING. STATION IS A DRILL MARK IN OUTCROP, 15.7 FEET (4.8
 FB3077'M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF A STONE ALTAR WITH WOODEN
 FB3077'CROSS, 14.9 FEET (4.5 M) EAST OF THE SOUTHEAST CORNER OF A STONE ALTAR
 FB3077'WITH A WOODEN CROSS, 29.1 FEET (8.9 M) NORTHEAST OF THE SOUTHEAST
 FB3077'CORNER OF THE SOUTHEAST MOST STONE PILLAR OF THE CHAPEL, 29.8 FEET
 FB3077'(9.1 M) SOUTH OF THE SOUTHEAST CORNER OF THE NORTHEAST MOST STONE WALL
 FB3077'PILLAR OF THE CHAPEL, 6.4 FEET (2.0 M) EAST SOUTHEAST OF THE EAST FACE
 FB3077'OF A 4.0-FOOT HIGH STONE RETAINING WALL. RECOVERED BY T. HALL.
 FB3077
 FB3077                          STATION RECOVERY (2000)
 FB3077
 FB3077'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3077'STATION IS LOCATED 13.6 MILES (21.9 KM) NORTHWEST OF TRAVELERS REST,
 FB3077'21.8 MILES (35.1 KM) NORTHWEST OF GREENVILLE.  OWNERSHIP--YMCA CAMP
 FB3077'GREENVILLE, P.O.  BOX 370 CEDAR MOUNTAIN ROAD, NORTH CAROLINA, 28718,
 FB3077'PHONE 864-836-3291.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FB3077'HIGHWAY 276 (GEER AND GREENVILLE HIGHWAY) AND STATE HIGHWAY 8, GO WEST
 FB3077'ON HIGHWAY 276 FOR 9.15 MILES (14.73 KM) TO THE JUNCTION OF STATE ROAD
 FB3077'12 (YMCA CAMP ROAD) AND NORTH CAROLINA STATE ROAD 1559 (SOLOMON JONES
 FB3077'ROAD) , TURN RIGHT ON ROAD 12 FOR 4.3 MILES (6.9 KM) TO THE MAIN
 FB3077'ADMINISTRATION BUILDING FOR THE YMCA CAMP, TURN RIGHT ON ROAD 12 FOR
 FB3077'0.9 MILE (1.4 KM) TO THE OPEN AIR STONE CHAPEL A THE END OF STATE ROAD
 FB3077'12, PROCEED BY FOOT DOWN THE STEPS OF THE CHAPEL TO THE STATION NEAR
 FB3077'THE ALTAR OF THE CHURCH.  STATION IS A DISK SET IN A DRILL HOLE IN
 FB3077'ROCK OUTCROPPING AND 10.0 FEET (3.0 M) BELOW THE ROAD, 16.2 FEET (4.9
 FB3077'M) EAST SOUTHEAST OF THE WOODEN CROSS AT THE STONE ALTAR, 28.7 FEET
 FB3077'(8.7 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE CHAPEL, 33.2 FEET
 FB3077'(10.1 M) SOUTH OF THE NORTHEAST CORNER OF THE CHAPEL.  RECOVERED BY
 FB3077'D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3094 ***********************************************************************
 FB3094  DESIGNATION -  23 013
 FB3094  PID         -  FB3094
 FB3094  STATE/COUNTY-  SC/GREENVILLE
 FB3094  USGS QUAD   -  CLEVELAND (1961)
 FB3094
 FB3094                         *CURRENT SURVEY CONTROL
 FB3094  ___________________________________________________________________
 FB3094* NAD 83(2001)-  35 04 11.56755(N)    082 31 38.22714(W)     ADJUSTED  
 FB3094* NAVD 88     -       306.550  (meters)    1005.74   (feet)  ADJUSTED  
 FB3094  ___________________________________________________________________
 FB3094  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 FB3094  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FB3094  DYNAMIC HT  -         306.235 (meters)    1004.71  (feet)  COMP
 FB3094  MODELED GRAV-     979,600.2   (mgal)                       NAVD 88
 FB3094
 FB3094  HORZ ORDER  -  SECOND
 FB3094  VERT ORDER  -  FIRST     CLASS II
 FB3094
 FB3094.The horizontal coordinates were established by classical geodetic methods
 FB3094.and adjusted by the National Geodetic Survey in March 2004..
 FB3094
 FB3094.The orthometric height was determined by differential leveling
 FB3094.and adjusted by the National Geodetic Survey in August 1993..
 FB3094
 FB3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3094
 FB3094.The geoid height was determined by GEOID03.
 FB3094
 FB3094.The dynamic height is computed by dividing the NAVD 88
 FB3094.geopotential number by the normal gravity value computed on the
 FB3094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3094.degrees latitude (g = 980.6199 gals.).
 FB3094
 FB3094.The modeled gravity was interpolated from observed gravity values.
 FB3094
 FB3094;                    North         East     Units Scale Factor Converg.
 FB3094;SPC SC       -   359,979.216   470,287.712   MT  1.00009270   -0 50 48.2
 FB3094;SPC SC       - 1,181,034.17  1,542,938.69   iFT  1.00009270   -0 50 48.2
 FB3094;UTM  17      - 3,881,859.078   360,745.624   MT  0.99983899   -0 52 39.7
 FB3094
 FB3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3094!SPC SC       -   0.99995677  x   1.00009270  =   1.00004947
 FB3094!UTM  17      -   0.99995677  x   0.99983899  =   0.99979577
 FB3094
 FB3094:                Primary Azimuth Mark                     Grid Az
 FB3094:SPC SC       -  CLEVELAND LOT                            077 18 14.7
 FB3094:UTM  17      -  CLEVELAND LOT                            077 20 06.2
 FB3094
 FB3094|---------------------------------------------------------------------|
 FB3094| PID    Reference Object                     Distance      Geod. Az  |
 FB3094|                                                           dddmmss.s |
 FB3094| FB3081 CLEVELAND LOT                       APPROX. 2.1 KM 0762726.5 |
 FB3094| FB3084 23 013 AZ MK                        287.385 METERS 35834     |
 FB3094| FB3095 23 013 PTA 2                          6.890 METERS 35835     |
 FB3094|---------------------------------------------------------------------|
 FB3094
 FB3094                          SUPERSEDED SURVEY CONTROL
 FB3094
 FB3094  NAD 83(1986)-  35 04 11.57620(N)    082 31 38.22701(W) AD(       ) 2
 FB3094  NAD 83(1986)-  35 04 11.57698(N)    082 31 38.22744(W) AD(       ) 2
 FB3094  NAD 27      -  35 04 11.15781(N)    082 31 38.77988(W) AD(       ) 2
 FB3094  NGVD 29 (12/12/91)  306.617  (m)         1005.96   (f) ADJUSTED    1 2
 FB3094
 FB3094.Superseded values are not recommended for survey control.
 FB3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3094.See file dsdata.txt to determine how the superseded data were derived.
 FB3094
 FB3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6074681859(NAD 83)
 FB3094_MARKER: DD = SURVEY DISK
 FB3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3094_SP_SET: CONCRETE POST
 FB3094_STAMPING: HORZ 23 013 1979
 FB3094_MARK LOGO: SCGS  
 FB3094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3094+STABILITY: SURFACE MOTION
 FB3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3094+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3094
 FB3094  HISTORY     - Date     Condition        Report By
 FB3094  HISTORY     - 1979     MONUMENTED       SCGS
 FB3094  HISTORY     - 1979     GOOD             SCGS
 FB3094  HISTORY     - 19910618 GOOD             SCGS
 FB3094  HISTORY     - 20000606 GOOD             SCGS
 FB3094
 FB3094                          STATION DESCRIPTION
 FB3094
 FB3094'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB3094'THE STATION IS LOCATED ABOUT 28 KM NORTH-NORTHWEST OF GREENVILLE,
 FB3094'10 KM SOUTHEAST OF CAESARS HEAD, 1 KM NORTHWEST OF THE COMMUNITY
 FB3094'OF CLEVELAND, 1/4 KM SOUTHWEST OF U.S. HIGHWAY 276 AND ALONG A PAVED
 FB3094'ROAD.
 FB3094'
 FB3094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 FB3094'STATE HIGHWAY 11 AT THE SOUTH SIDE OF THE COMMUNITY OF CLEVELAND,
 FB3094'GO NORTHERLY ON HIGHWAYS 276 AND 11 FOR 0.8 KM (0.5 MI) TO A PAVED
 FB3094'ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, JUST
 FB3094'WEST OF
 FB3094'A BRIDGE.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.3 KM
 FB3094'(0.2 MI) TO A WOODS ROAD AND THE STATION ON THE RIGHT.
 FB3094'
 FB3094'THE STATION IS A STANDARD SCGS DISK
 FB3094'STAMPED---HORZ 23 013 1979---,
 FB3094'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3094'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 FB3094'6.0 METERS WEST FROM THE APPROXIMATE CENTER OF PAVED ROAD,
 FB3094'4.0 METERS SOUTH FROM THE APPROXIMATE CENTER OF A WOODS ROAD, AND
 FB3094'0.76 METER EAST FROM A METAL WITNESS POST.
 FB3094'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB3094'STAMPED---HORZ 23 013 1979---,
 FB3094'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB3094'
 FB3094'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB3094'STAMPED---AZ MK 23 013 1979---,
 FB3094'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3094'FLUSH WITH GROUND.  IT IS LOCATED
 FB3094'26.91 METERS NORTH FROM THE NORTHWEST END OF A CONCRETE BRIDGE
 FB3094'RAILING,
 FB3094'7.0 METERS NORTH FROM THE APPROXIMATE CENTER OF U.S. HIGHWAY 276,
 FB3094'1.64 METERS SOUTH FROM THE NORTHWEST END OF A METAL GUARD RAIL,
 FB3094'AND
 FB3094'0.90 METER SOUTH FROM A METAL WITNESS POST.
 FB3094'
 FB3094'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG THE
 FB3094'PAVED ROAD FOR 0.3 KM (0.2 MI) TO THE JUNCTION WITH U.S. HIGHWAY
 FB3094'276 AND THE AZIMUTH MARK ON THE NORTH SIDE OF HIGHWAY 276.
 FB3094'
 FB3094'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FB3094'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB3094
 FB3094                          STATION RECOVERY (1979)
 FB3094
 FB3094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB3094'RECOVERED IN GOOD CONDITION.
 FB3094
 FB3094                          STATION RECOVERY (1991)
 FB3094
 FB3094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3094'STATION IS LOCATED IN CLEVELAND.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3094'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3094'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FB3094'HIGHWAY 276 AND STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY)
 FB3094'IN CLEVELAND, GO NORTHWEST ON HIGHWAYS 276 AND 11 FOR 0.65 MILE TO
 FB3094'THE JUNCTION OF STATE ROAD 175 (NORTH RIVER ROAD), TURN LEFT ON ROAD
 FB3094'175 FOR 0.15 MILE TO A WOODS ROAD RIGHT AND THE STATION IN THE
 FB3094'SOUTHWEST ANGLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 FB3094'AND 0.5 FOOT BELOW ROAD 175, 21.0 FEET WEST SOUTHWEST OF THE CENTER
 FB3094'OF ROAD 175, 11.9 FEET SOUTH OF THE CENTER OF THE WOODS ROAD, 19.0
 FB3094'FEET NORTH OF A 12-INCH POPLAR TREE WITH A SCGS REFERENCE WASHER
 FB3094'ATTACHED, 2.0 FEET NORTHEAST OF A WITNESS POST.  RECOVERED BY J.R.
 FB3094'WERNER.
 FB3094
 FB3094                          STATION RECOVERY (2000)
 FB3094
 FB3094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3094'STATION IS LOCATED IN CLEVELAND, 16.7 MILES (26.9 KM) NORTH NORTHWEST
 FB3094'OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 FB3094'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 FB3094'FROM THE EASTERN-MOST JUNCTION OF STATE HIGHWAYS 276 AND 11 IN
 FB3094'CLEVELAND, GO NORTHWEST ON HIGHWAYS 276 AND 11 FOR 0.6 MILE (1.0 KM)
 FB3094'TO THE JUNCTION OF A BRIDGE AND STATE ROAD 175 (NORTH RIVER ROAD) ,
 FB3094'TURN LEFT ON ROAD 175 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE
 FB3094'RIGHT IN THE SOUTHWEST ANGLE OF A DIM WOODS ROAD.  STATION IS A
 FB3094'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 21.2 FEET
 FB3094'(6.5 M) WEST OF THE CENTER OF THE ROAD, 18.4 FEET (5.6 M) SOUTH OF THE
 FB3094'CENTER OF A DIM WOODS ACCESS ROAD, 18.5 FEET (5.6 M) NORTH OF A
 FB3094'1.0-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 2.8 FEET (0.9
 FB3094'M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3084 ***********************************************************************
 FB3084  HT_MOD      -  This is a Height Modernization Survey Station.
 FB3084  DESIGNATION -  23 013 AZ MK
 FB3084  PID         -  FB3084
 FB3084  STATE/COUNTY-  SC/GREENVILLE
 FB3084  USGS QUAD   -  CLEVELAND (1961)
 FB3084
 FB3084                         *CURRENT SURVEY CONTROL
 FB3084  ___________________________________________________________________
 FB3084* NAD 83(2001)-  35 04 20.89008(N)    082 31 38.51209(W)     ADJUSTED  
 FB3084* NAVD 88     -       307.08   (meters)    1007.5    (feet)  GPS OBS   
 FB3084  ___________________________________________________________________
 FB3084  X           -     679,660.036 (meters)                     COMP
 FB3084  Y           -  -5,181,652.776 (meters)                     COMP
 FB3084  Z           -   3,644,608.417 (meters)                     COMP
 FB3084  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 FB3084  ELLIP HEIGHT-         275.95  (meters)          (03/13/03) GPS OBS
 FB3084  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FB3084
 FB3084  HORZ ORDER  -  FIRST
 FB3084  ELLP ORDER  -  FOURTH    CLASS II
 FB3084
 FB3084.The horizontal coordinates were established by GPS observations
 FB3084.and adjusted by the National Geodetic Survey in March 2003..
 FB3084
 FB3084.The orthometric height was determined by GPS observations and a
 FB3084.high-resolution geoid model using precise GPS observation and
 FB3084.processing techniques.
 FB3084
 FB3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3084
 FB3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3084
 FB3084.The ellipsoidal height was determined by GPS observations
 FB3084.and is referenced to NAD 83.
 FB3084
 FB3084.The geoid height was determined by GEOID03.
 FB3084
 FB3084;                    North         East     Units Scale Factor Converg.
 FB3084;SPC SC       -   360,266.612   470,284.738   MT  1.00009381   -0 50 48.4
 FB3084;SPC SC       - 1,181,977.07  1,542,928.93   iFT  1.00009381   -0 50 48.4
 FB3084;UTM  17      - 3,882,146.403   360,742.807   MT  0.99983900   -0 52 40.0
 FB3084
 FB3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3084!SPC SC       -   0.99995669  x   1.00009381  =   1.00005049
 FB3084!UTM  17      -   0.99995669  x   0.99983900  =   0.99979569
 FB3084
 FB3084                          SUPERSEDED SURVEY CONTROL
 FB3084
 FB3084  NAD 83(1986)-  35 04 20.89872(N)    082 31 38.51425(W) AD(       ) 1
 FB3084  NAD 83(1995)-  35 04 20.89110(N)    082 31 38.51228(W) AD(       ) 1
 FB3084  ELLIP H (04/18/02)  275.94   (m)                       GP(       ) 4 1
 FB3084  NAD 83(1986)-  35 04 20.89832(N)    082 31 38.51202(W) AD(       ) 2
 FB3084  NAD 83(1986)-  35 04 20.89915(N)    082 31 38.51246(W) AD(       ) 2
 FB3084  NAD 27      -  35 04 20.48018(N)    082 31 39.06495(W) AD(       ) 2
 FB3084  NGVD 29 (07/19/86)  308.0    (m)         1010.     (f) VERT ANG       
 FB3084
 FB3084.Superseded values are not recommended for survey control.
 FB3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3084.See file dsdata.txt to determine how the superseded data were derived.
 FB3084
 FB3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6074382146(NAD 83)
 FB3084_MARKER: DD = SURVEY DISK
 FB3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3084_STAMPING: AZ MK 23 013 1979
 FB3084_MARK LOGO: SCGS  
 FB3084_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3084+STABILITY: SURFACE MOTION
 FB3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3084+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3084
 FB3084  HISTORY     - Date     Condition        Report By
 FB3084  HISTORY     - 1979     MONUMENTED       SCGS
 FB3084  HISTORY     - 20000606 GOOD             SCGS
 FB3084
 FB3084                          STATION DESCRIPTION
 FB3084
 FB3084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB3084'THE STATION IS LOCATED ABOUT 27-1/4 KM NORTH-NORTHWEST OF GREENVILLE,
 FB3084'9-1/2 KM SOUTHEAST OF CAESARS HEAD, 3/4 KM NORTHWEST OF THE
 FB3084'COMMUNITY OF CLEVELAND AND ON THE RIGHT OF OF WAY OF U.S. HIGHWAY
 FB3084'276.
 FB3084'
 FB3084'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 276 AND
 FB3084'STATE HIGHWAY 11, AT THE SOUTH SIDE OF THE COMMUNITY OF CLEVELAND.
 FB3084'GO NORTHERLY ON HIGHWAYS 276 AND 11 FOR 0.8 KM (0.5 MI) TO A
 FB3084'BRIDGE AND THE STATION ON THE RIGHT OPPOSITE A PAVED ROAD LEFT.
 FB3084'
 FB3084'THE STATION IS A STANDARD SCGS DISK
 FB3084'STAMPED---AZ MK 23 013 1979---,
 FB3084'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3084'FLUSH WITH GROUND.  IT IS LOCATED
 FB3084'26.91 METERS WEST FROM THE NORTHWEST END OF THE CONCRETE BRIDGE
 FB3084'RAILING
 FB3084'7.0 METERS NORTH FROM THE CENTER OF U.S. HIGHWAY 276,
 FB3084'1.64 METERS SOUTH FROM THE NORTH WEST END OF A METAL GUARD RAIL
 FB3084'AND
 FB3084'0.90 METERS SOUTH FROM A METAL WITNESS POST.
 FB3084'
 FB3084'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB3084'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FB3084
 FB3084                          STATION RECOVERY (2000)
 FB3084
 FB3084'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3084'STATION IS LOCATED IN CLEVELAND, 16.9 MILES (27.2 KM) NORTH NORTHWEST
 FB3084'OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 FB3084'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 FB3084'FROM THE EASTERN-MOST JUNCTION OF U.S.  HIGHWAY 276 AND STATE HIGHWAY
 FB3084'11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) IN CLEVELAND, GO NORTHWEST ON
 FB3084'HIGHWAYS 276 AND 11 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE RIGHT
 FB3084'NEAR THE NORTHWEST CORNER OF A BRIDGE AT THE JUNCTION OF STATE ROAD
 FB3084'175 (NORTH RIVER ROAD) .  STATION IS A CONCRETE POST RECESSED 0.3 FOOT
 FB3084'(9.1 CM) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 24.3 FEET (7.4 M)
 FB3084'NORTH NORTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND ROAD,
 FB3084'14.8 FEET (4.5 M) EAST SOUTHEAST OF THE CENTER OF A MANHOLE COVER,
 FB3084'89.0 FEET (27.1 M) WEST OF THE NORTHWEST CORNER OF THE CONCRETE BRIDGE
 FB3084'DECK, 5.0 FEET (1.5 M) SOUTH SOUTHWEST OF THE WEST END OF A METAL
 FB3084'GUARDRAIL, 4.0 FEET (1.2 M) SOUTH SOUTHWEST OF A WITNESS POST.
 FB3084'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 013.  RECOVERED BY
 FB3084'D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2260 ***********************************************************************
 ED2260  DESIGNATION -  23 014
 ED2260  PID         -  ED2260
 ED2260  STATE/COUNTY-  SC/GREENVILLE
 ED2260  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED2260
 ED2260                         *CURRENT SURVEY CONTROL
 ED2260  ___________________________________________________________________
 ED2260* NAD 83(2001)-  34 56 26.85125(N)    082 28 41.19832(W)     ADJUSTED  
 ED2260* NAVD 88     -       347.6    (meters)    1140.     (feet)  VERTCON   
 ED2260  ___________________________________________________________________
 ED2260  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 ED2260  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ED2260
 ED2260  HORZ ORDER  -  SECOND
 ED2260
 ED2260.The horizontal coordinates were established by classical geodetic methods
 ED2260.and adjusted by the National Geodetic Survey in March 2004..
 ED2260
 ED2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2260
 ED2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2260
 ED2260.The geoid height was determined by GEOID03.
 ED2260
 ED2260;                    North         East     Units Scale Factor Converg.
 ED2260;SPC SC       -   345,593.423   474,568.068   MT  1.00003997   -0 49 10.1
 ED2260;SPC SC       - 1,133,836.69  1,556,981.85   iFT  1.00003997   -0 49 10.1
 ED2260;UTM  17      - 3,867,474.484   365,017.679   MT  0.99982456   -0 50 48.1
 ED2260
 ED2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2260!SPC SC       -   0.99995034  x   1.00003997  =   0.99999031
 ED2260!UTM  17      -   0.99995034  x   0.99982456  =   0.99977491
 ED2260
 ED2260:                Primary Azimuth Mark                     Grid Az
 ED2260:SPC SC       -  TRAVELERS REST RENFREW STACK             017 18 14.8
 ED2260:UTM  17      -  TRAVELERS REST RENFREW STACK             017 19 52.8
 ED2260
 ED2260|---------------------------------------------------------------------|
 ED2260| PID    Reference Object                     Distance      Geod. Az  |
 ED2260|                                                           dddmmss.s |
 ED2260| ED2258 TRAVELERS REST RENFREW STACK        APPROX. 4.5 KM 0162904.7 |
 ED2260| ED2246 PARIS MOUNTAIN LOOKOUT TOWER        APPROX. 6.2 KM 0893813.4 |
 ED2260| ED2259 BEREA WESC TALL 1 OF 3 MAST         APPROX. 6.1 KM 1702354.6 |
 ED2260|---------------------------------------------------------------------|
 ED2260
 ED2260                          SUPERSEDED SURVEY CONTROL
 ED2260
 ED2260  NAD 83(1986)-  34 56 26.85987(N)    082 28 41.20027(W) AD(       ) 2
 ED2260  NAD 27      -  34 56 26.43727(N)    082 28 41.75479(W) AD(       ) 2
 ED2260  NGVD 29 (07/19/86)  347.7    (m)         1141.     (f) VERT ANG       
 ED2260
 ED2260.Superseded values are not recommended for survey control.
 ED2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2260.See file dsdata.txt to determine how the superseded data were derived.
 ED2260
 ED2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6501867474(NAD 83)
 ED2260_MARKER: DD = SURVEY DISK
 ED2260_SETTING: 66 = SET IN ROCK OUTCROP
 ED2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2260_STAMPING: HORZ 23 014 1979
 ED2260_MARK LOGO: SCGS  
 ED2260_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2260+STABILITY: SURFACE MOTION
 ED2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2260+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2000
 ED2260
 ED2260  HISTORY     - Date     Condition        Report By
 ED2260  HISTORY     - 1979     MONUMENTED       SCGS
 ED2260  HISTORY     - 19921124 GOOD             SCGS
 ED2260  HISTORY     - 20000828 MARK NOT FOUND   SCGS
 ED2260
 ED2260                          STATION DESCRIPTION
 ED2260
 ED2260'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2260'THE STATION IS LOCATED ABOUT 12-1/2 KM NORTHWEST OF DOWNTOWN
 ED2260'GREENVILLE, 6 KM NORTH OF THE JUNCTION OF U.S. HIGHWAY 25 (WHITE
 ED2260'HORST ROAD) AND STATE HIGHWAY 183, 6 KM WEST OF PARIS MOUNTAIN,
 ED2260'4 KM SOUTHWEST OF TRAVELERS REST, AND ALONG THE RIGHT-OF-WAY OF
 ED2260'COUNTY ROAD 199.
 ED2260'
 ED2260'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 25 AND STATE
 ED2260'HIGHWAY 183 ON THE WEST SIDE OF GREENVILLE, GO NORTH ON HIGHWAY 25,
 ED2260'(WHITE HORSE ROAD) FOR 3.0 KM (1.8 MI) TO A CURVE RIGHT AND A ROAD
 ED2260'BEARING LEFT, (AT A ZIPPY MART).  TURN LEFT ON COUNTY ROAD 199
 ED2260'AND GO NORTHWEST FOR 0.6 KM (0.4 MI) TO A PAVED
 ED2260'ROAD LEFT, (TURN OFF TO STATION MCDANIEL).
 ED2260'CONTINUE AHEAD ON 199 FOR 1.3 KM (0.8 MI) TO A FORK.
 ED2260'KEEP RIGHT ON COUNTY ROAD 199 FOR 1.6 KM (1.0 MI) TO HIGH GROUND,
 ED2260'A DRIVEWAY ON THE RIGHT WITH BRICK ENTRANCE AND ON THE STATION
 ED2260'ON THE LEFT BY A FENCE LINE.
 ED2260'
 ED2260'THE STATION IS A STANDARD SCGS DISK
 ED2260'STAMPED---HORZ 23 014 1979---,
 ED2260'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2260'FLUSH WITH GROUND.  IT IS LOCATED
 ED2260'28.35 METERS NORTH FROM A CIRCULAR DRIVE WAY,
 ED2260'19.66 METERS NORTH FROM A POWER POLE NUMBER B 56 TELEPHONE BOX
 ED2260'73,
 ED2260'21.95 METERS NORTHWEST FROM A NORTH BRICK ENTRANCE GATE,
 ED2260'6.25 METERS WEST FROM THE CENTER OF A PAVED ROAD, AND
 ED2260'2.4 METERS SOUTH FROM A METAL WITNESS POST.
 ED2260'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2260'STAMPED---HORZ 23 014 1979---,
 ED2260'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2260'
 ED2260'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 ED2260'NO REFERENCE MARKS OR AZIMUTH MARK ESTABLISED AT THIS TIME.
 ED2260
 ED2260                          STATION RECOVERY (1992)
 ED2260
 ED2260'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2260'9TATION IS LOCATED 23.0 MILES (37.0 KM) NORTH NORTHWEST OF GREENVILLE,
 ED2260'NEAR THE NORTH CAROLINA STATE LINE. OWNERSHIP--YMCA CAMP GREENVILLE,
 ED2260'P.O. BOX 370, CEDAR MOUNTAIN, NORTH CAROLINA, 28718, PHONE
 ED2260'803-836-3291. CONTACT-GREG MCKEE-DIRECTOR BEFORE OBSERVATIONS. TO
 ED2260'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 (GEER HIGHWAY)
 ED2260'AND STATE HIGHWAY 8, 3.4 MILES (5.5 KM) SOUTH OF CAESARS HEAD, GO WEST
 ED2260'ON HIGHWAY 276 FOR 9.0 MILES (14.5 KM) TO THE NORTH CAROLINA STATE
 ED2260'LINE AND THE JUNCTION OF STATE ROAD 15 (YMCA CAMP ROAD), TURN RIGHT ON
 ED2260'ROAD 15 FOR 4.1 MILES (6.6 KM) TO THE ADMINISTRATION BUILDING AT THE
 ED2260'YMCA, TURN RIGHT ON ROAD 15 FOR 0.8 MILE (1.3 KM) TO THE STATION IN
 ED2260'ROCK OUTCROP ON THE EAST SIDE OF AN OPEN AIR STONE CHAPEL OVERLOOK
 ED2260'BUILDING. STATION IS A DRILL MARK IN OUTCROP, 15.7 FEET (4.8 M) EAST
 ED2260'SOUTHEAST OF THE NORTHEAST CORNER OF A STONE ALTAR WITH WOODEN CROSS,
 ED2260'14.9 FEET (4.5 M) EAST OF THE SOUTHEAST CORNER OF A STONE ALTAR WITH A
 ED2260'WOODEN CROSS, 29.1 FEET (8.9 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 ED2260'THE SOUTHEAST MOST STONE PILLAR OF THE CHAPEL, 29.8 FEET (9.1 M) SOUTH
 ED2260'OF THE SOUTHEAST CORNER OF THE NORTHEAST MOST STONE WALL PILLAR OF THE
 ED2260'CHAPEL, 6.4 FEET (2.0 M) EAST SOUTHEAST OF THE EAST FACE OF A 4.0-FOOT
 ED2260'HIGH STONE RETAINING WALL. RECOVERED BY T. HALL.
 ED2260
 ED2260                          STATION RECOVERY (2000)
 ED2260
 ED2260'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2260'NOT RECOVERED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL
 ED2260'TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION
 ED2260'WITH NO RESULTS, ROUND CONCRETE REMAINS FOUND, BUT NO EVIDENCE OF DISK
 ED2260'OR UNDERGROUND MARK, PRESUMED DESTROYED.  RECOVERY BY D.L. BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2253 ***********************************************************************
 ED2253  DESIGNATION -  23 015
 ED2253  PID         -  ED2253
 ED2253  STATE/COUNTY-  SC/GREENVILLE
 ED2253  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED2253
 ED2253                         *CURRENT SURVEY CONTROL
 ED2253  ___________________________________________________________________
 ED2253* NAD 83(2001)-  34 55 31.07805(N)    082 25 59.05891(W)     ADJUSTED  
 ED2253* NAVD 88     -       314.377  (meters)    1031.42   (feet)  ADJUSTED  
 ED2253  ___________________________________________________________________
 ED2253  X           -     689,420.638 (meters)                     COMP
 ED2253  Y           -  -5,189,816.528 (meters)                     COMP
 ED2253  Z           -   3,631,237.384 (meters)                     COMP
 ED2253  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 ED2253  ELLIP HEIGHT-         283.15  (meters)          (03/13/03) GPS OBS
 ED2253  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 ED2253  DYNAMIC HT  -         314.055 (meters)    1030.36  (feet)  COMP
 ED2253  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 ED2253
 ED2253  HORZ ORDER  -  FIRST
 ED2253  VERT ORDER  -  FIRST     CLASS II
 ED2253  ELLP ORDER  -  FOURTH    CLASS II
 ED2253
 ED2253.The horizontal coordinates were established by GPS observations
 ED2253.and adjusted by the National Geodetic Survey in March 2003..
 ED2253
 ED2253.The orthometric height was determined by differential leveling
 ED2253.and adjusted by the National Geodetic Survey in August 1993..
 ED2253
 ED2253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2253
 ED2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2253
 ED2253.The ellipsoidal height was determined by GPS observations
 ED2253.and is referenced to NAD 83.
 ED2253
 ED2253.The geoid height was determined by GEOID03.
 ED2253
 ED2253.The dynamic height is computed by dividing the NAVD 88
 ED2253.geopotential number by the normal gravity value computed on the
 ED2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2253.degrees latitude (g = 980.6199 gals.).
 ED2253
 ED2253.The modeled gravity was interpolated from observed gravity values.
 ED2253
 ED2253;                    North         East     Units Scale Factor Converg.
 ED2253;SPC SC       -   343,816.840   478,658.453   MT  1.00003399   -0 47 40.2
 ED2253;SPC SC       - 1,128,008.01  1,570,401.75   iFT  1.00003399   -0 47 40.2
 ED2253;UTM  17      - 3,865,696.389   369,106.342   MT  0.99981116   -0 49 14.0
 ED2253
 ED2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2253!SPC SC       -   0.99995556  x   1.00003399  =   0.99998954
 ED2253!UTM  17      -   0.99995556  x   0.99981116  =   0.99976672
 ED2253
 ED2253:                Primary Azimuth Mark                     Grid Az
 ED2253:SPC SC       -  PARIS MOUNTAIN LOOKOUT TOWER             050 45 44.6
 ED2253:UTM  17      -  PARIS MOUNTAIN LOOKOUT TOWER             050 47 18.4
 ED2253
 ED2253|---------------------------------------------------------------------|
 ED2253| PID    Reference Object                     Distance      Geod. Az  |
 ED2253|                                                           dddmmss.s |
 ED2253| ED2246 PARIS MOUNTAIN LOOKOUT TOWER        APPROX. 2.7 KM 0495804.4 |
 ED2253| ED2268 23 015 AZ MK                        APPROX. 0.7 KM 1805737.0 |
 ED2253|---------------------------------------------------------------------|
 ED2253
 ED2253                          SUPERSEDED SURVEY CONTROL
 ED2253
 ED2253  NAD 83(1986)-  34 55 31.08538(N)    082 25 59.06026(W) AD(       ) 1
 ED2253  NAD 83(1995)-  34 55 31.07825(N)    082 25 59.05879(W) AD(       ) 1
 ED2253  ELLIP H (04/18/02)  283.17   (m)                       GP(       ) 4 1
 ED2253  NAD 83(1986)-  34 55 31.08538(N)    082 25 59.06026(W) AD(       ) 2
 ED2253  NAD 27      -  34 55 30.66396(N)    082 25 59.62057(W) AD(       ) 2
 ED2253  NAVD 88 (04/18/02)  314.38   (m)         1031.4    (f) LEVELING    3  
 ED2253  NGVD 29 (12/12/91)  314.460  (m)         1031.69   (f) ADJUSTED    1 2
 ED2253
 ED2253.Superseded values are not recommended for survey control.
 ED2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2253.See file dsdata.txt to determine how the superseded data were derived.
 ED2253
 ED2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6910665696(NAD 83)
 ED2253_MARKER: DD = SURVEY DISK
 ED2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2253_SP_SET: CONCRETE POST
 ED2253_STAMPING: HORZ 23 015 1979
 ED2253_MARK LOGO: SCGS  
 ED2253_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2253+STABILITY: SURFACE MOTION
 ED2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2253+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED2253
 ED2253  HISTORY     - Date     Condition        Report By
 ED2253  HISTORY     - 1979     MONUMENTED       SCGS
 ED2253  HISTORY     - 1979     GOOD             SCGS
 ED2253  HISTORY     - 19910618 GOOD             SCGS
 ED2253  HISTORY     - 19921124 GOOD             SCGS
 ED2253  HISTORY     - 20000628 GOOD             SCGS
 ED2253  HISTORY     - 20040702 GOOD             USPSQD
 ED2253  HISTORY     - 20051011 GOOD             USPSQD
 ED2253
 ED2253                          STATION DESCRIPTION
 ED2253
 ED2253'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2253'THE STATION IS LOCATED 8-3/4 KM NORTH-NORTHWEST OF DOWNTOWN
 ED2253'GREENVILLE, 5-1/4 KM SOUTH OF TRAVELERS REST, 2-3/4 KM SOUTHWEST
 ED2253'OF PARIS MOUNTAIN , JUST SOUTH OF THE
 ED2253'ENTRANCE TO FURMAN UNIVERSITY,
 ED2253'AT NORTH SIDE OF A BRIDGE, AND IN THE MEDIAN OF U.S. HIGHWAY 25.
 ED2253'
 ED2253'TO REACH THE STATION FROM THE JUNCTION OF
 ED2253'U.S. HIGHWAYS 25 AND 276 AND BYPASS 25
 ED2253'NORTH OF GREENVILLE, GO SOUTHERLY ON HIGHWAYS 25 AND 276 FOR
 ED2253'2.7 KM (1.7 MI) TO THE ENTRANCE TO FURMAN UNIVERSITY ON RIGHT
 ED2253'AND THE STATION ON LEFT JUST BEYOND.
 ED2253'
 ED2253'THE STATION IS A STANDARD SCGS DISK
 ED2253'STAMPED---HORZ 23 015 1979---,
 ED2253'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2253'FLUSH WITH GROUND.  IT IS LOCATED
 ED2253'33 METERS NORTH-NORTHWEST FROM THE NORTHBOUND LANE BRIDGE
 ED2253'ABUTMENT,
 ED2253'1.07 METERS NORTH-NORTHWEST FROM A GUARDRAIL POLE WITH A
 ED2253'WITNESS POST SIGN,
 ED2253'1.07 METERS SOUTH-SOUTHEAST FROM A GUARDRAIL POLE WITH WITNESS
 ED2253'POST SIGN,
 ED2253'0.9 METER EAST FROM A GUARDRAIL, AND
 ED2253'0.9 METER WEST FROM A GUARDRAIL.
 ED2253'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2253'STAMPED---HORZ 23 015 1979---,
 ED2253'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2253'
 ED2253'AZIMUTH MARK NUMBER 01 IS A STANDARD SCGS DISK
 ED2253'STAMPED---AZ MK 23 015 1979---,
 ED2253'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2253'FLUSH WITH GROUND.  IT IS LOCATED
 ED2253'98.8 METERS SOUTH FROM A SIGN (OLD BUNCOMBE RD EXIT 1/4 MILE),
 ED2253'12.2 METERS WEST FROM THE CENTERLINE OF THE SOUTH LANE OF U.S.
 ED2253'HIGHWAY 25, AND
 ED2253'10.4 METERS EAST FROM THE CENTER OF OLD BUNCOMBE ROAD.
 ED2253'
 ED2253'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ON U.S.
 ED2253'HIGHWAYS 25 AND 276 FOR 0.7 KM (0.45 MI) TO THE MARK OF RIGHT.
 ED2253'
 ED2253'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2253'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2253
 ED2253                          STATION RECOVERY (1979)
 ED2253
 ED2253'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2253'RECOVERED IN GOOD CONDITION.
 ED2253
 ED2253                          STATION RECOVERY (1991)
 ED2253
 ED2253'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2253'STATION IS LOCATED 3.0 MILES SOUTH SOUTHEAST OF TRAVELERS REST.
 ED2253'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2253'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED2253'THE JUNCTION OVERPASS OF U.S. HIGHWAYS 25 BYPASS, 25, 276 (1.3 MILES
 ED2253'SOUTH OF TRAVELER REST), GO SOUTH ON HIGHWAYS 276 AND 25 BUSINESS FOR
 ED2253'1.55 MILES TO THE ENTRANCE TO FURMAN UNIVERSITY ON THE RIGHT AND THE
 ED2253'STATION ON THE LEFT BETWEEN TWO GUARDRAILS IN THE MEDIAN BEFORE
 ED2253'CROSSING AN OVERPASS.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED2253'GROUND AND 1.0 FOOT BELOW THE HIGHWAY, 3.8 FEET SOUTH SOUTHEAST OF A
 ED2253'GUARDRAIL POST WITH A WITNESS SIGN ATTACHED, 3.9 FEET NORTH NORTHWEST
 ED2253'OF A GUARDRAIL POST WITH A WITNESS SIGN ATTACHED, 25.3 FEET EAST OF
 ED2253'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 24.5 FEET WEST OF
 ED2253'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 100.2 FEET NORTH
 ED2253'OF THE NORTHEAST CORNER OF THE SOUTHBOUND OVEPASS, 107.3 FEET NORTH
 ED2253'OF THE NORTHWEST CORNER OF THE NORTHBOUND OVERPASS, 2.9 FEET WEST
 ED2253'NORTHWEST OF A WITNESS POST.  RECOVERED BY T. HALL.
 ED2253
 ED2253                          STATION RECOVERY (1992)
 ED2253
 ED2253'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2253'RECOVERED AS DESCRIBED.
 ED2253
 ED2253                          STATION RECOVERY (2000)
 ED2253
 ED2253'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2253'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTH OF TRAVELERS REST, 5.4
 ED2253'MILES (8.7 KM) NORTH NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED2253'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2253'803-737-1350.  TO REACH THE STATION FROM THE SOUTHERN MOST JUNCTION OF
 ED2253'U.S.  HIGHWAYS 25, 276 AND 25 BUSINESS (POINSETT HIGHWAY) , 1.4 MILES
 ED2253'(2.3 KM) SOUTH OF TRAVELERS REST, GO SOUTH ON HIGHWAY 276 FOR 1.55
 ED2253'MILES (2.49 KM) TO THE STATION ON THE LEFT IN A GRASS MEDIAN ACROSS
 ED2253'FROM THE ENTRANCE TO FURMAN UNIVERSITY AND BEFORE AN OVERPASS.
 ED2253'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT
 ED2253'(0.3 M) BELOW THE HIGHWAY, 24.2 FEET (7.4 M) WEST OF THE CENTER OF THE
 ED2253'NORTHBOUND LANES OF THE HIGHWAY, 25.1 FEET (7.7 M) EAST OF THE CENTER
 ED2253'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 3.9 FEET (1.2 M) NORTH
 ED2253'NORTHWEST OF A GUARDRAIL POST WITH A WITNESS SIGN ATTACHED, 3.9 FEET
 ED2253'(1.2 M) SOUTH SOUTHEAST OF A GUARDRAIL POST WITH A WITNESS SIGN
 ED2253'ATTACHED, 24.0 FEET (7.3 M) SOUTH OF THE NORTH END OF A GUARDRAIL,
 ED2253'65.0 FEET (19.8 M) NORTH OF THE CENTER OF A 4X4 CONCRETE CATCH BASIN,
 ED2253'2.6 FEET (0.8 M) WEST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE
 ED2253'WITH SURVEY STATION 23 015 AZ MK.  RECOVERED BY D.L. BRECHLIN.
 ED2253
 ED2253                          STATION RECOVERY (2004)
 ED2253
 ED2253'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED2253'RECOVERED IN GOOD CONDITION.
 ED2253
 ED2253                          STATION RECOVERY (2005)
 ED2253
 ED2253'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED2253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2268 ***********************************************************************
 ED2268  DESIGNATION -  23 015 AZ MK
 ED2268  PID         -  ED2268
 ED2268  STATE/COUNTY-  SC/GREENVILLE
 ED2268  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED2268
 ED2268                         *CURRENT SURVEY CONTROL
 ED2268  ___________________________________________________________________
 ED2268* NAD 83(2001)-  34 55 08.92583(N)    082 25 59.50970(W)     ADJUSTED  
 ED2268* NAVD 88     -       309.3    (meters)    1015.     (feet)  VERTCON   
 ED2268  ___________________________________________________________________
 ED2268  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 ED2268  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ED2268
 ED2268  HORZ ORDER  -  SECOND
 ED2268
 ED2268.The horizontal coordinates were established by classical geodetic methods
 ED2268.and adjusted by the National Geodetic Survey in March 2004..
 ED2268
 ED2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2268
 ED2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2268
 ED2268.The geoid height was determined by GEOID03.
 ED2268
 ED2268;                    North         East     Units Scale Factor Converg.
 ED2268;SPC SC       -   343,134.390   478,637.546   MT  1.00003163   -0 47 40.4
 ED2268;SPC SC       - 1,125,769.00  1,570,333.16   iFT  1.00003163   -0 47 40.4
 ED2268;UTM  17      - 3,865,014.099   369,085.129   MT  0.99981123   -0 49 13.8
 ED2268
 ED2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2268!SPC SC       -   0.99995635  x   1.00003163  =   0.99998798
 ED2268!UTM  17      -   0.99995635  x   0.99981123  =   0.99976759
 ED2268
 ED2268                          SUPERSEDED SURVEY CONTROL
 ED2268
 ED2268  NAD 83(1986)-  34 55 08.93330(N)    082 25 59.51098(W) AD(       ) 2
 ED2268  NAD 27      -  34 55 08.51138(N)    082 26 00.07100(W) AD(       ) 2
 ED2268  NGVD 29 (07/19/86)  309.4    (m)         1015.     (f) VERT ANG       
 ED2268
 ED2268.Superseded values are not recommended for survey control.
 ED2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2268.See file dsdata.txt to determine how the superseded data were derived.
 ED2268
 ED2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6908565014(NAD 83)
 ED2268_MARKER: DD = SURVEY DISK
 ED2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2268_STAMPING: AZ MK 23 015 1979
 ED2268_MARK LOGO: SCGS  
 ED2268_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2268+STABILITY: SURFACE MOTION
 ED2268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2268+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2000
 ED2268
 ED2268  HISTORY     - Date     Condition        Report By
 ED2268  HISTORY     - 1979     MONUMENTED       SCGS
 ED2268  HISTORY     - 20000828 GOOD             SCGS
 ED2268
 ED2268                          STATION DESCRIPTION
 ED2268
 ED2268'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2268'THE STATION IS LOCATED ABOUT 8-3/4 KM NORTH-NORTHWEST OF DOWNTOWN
 ED2268'GREENVILLE, 3-1/4 KM SOUTHWEST OF PARIS MOUNTAIN, 5-1/2 KM SOUTH
 ED2268'OF TRAVELERS REST, ALONG U.S. HIGHWAY 25 AND 3/4 KM SOUTH OF THE
 ED2268'ENTRANCE TO FURMAN UNIVERSITY.
 ED2268'
 ED2268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND 276
 ED2268'AND BYPASS 25, NORTH OF GREENVILLE.  GO SOUTHERLY ON HIGHWAYS 25
 ED2268'AND 276 FOR 2.7 KM (1.7 MI) TO THE ENTRANCE TO FURMAN UNIVERSITY
 ED2268'ON RIGHT AND STATION 23 015 SCGS JUST AHEAD ON THE LEFT.  CONTINUE
 ED2268'SOUTHERLY ON HIGHWAYS 25 AND 276 FOR 0.7 KM (0.45 MI) TO THE
 ED2268'STATION ON THE RIGHT.
 ED2268'
 ED2268'THE STATION IS A STANDARD SCGS DISK
 ED2268'STAMPED---AZ MK 23 015 1979---,
 ED2268'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2268'FLUSH WITH GROUND.  IT IS LOCATED
 ED2268'98.8 METERS SOUTH FROM A SIGN (OLD BUNCOMBE RD EXIT 1/4 MILE),
 ED2268'12.2 METERS WEST FROM THE CENTER LINE OF THE SOUTH BOUND LANE OF
 ED2268'U.S. HIGHWAY 25 AND
 ED2268'10.4 METERS EAST FROM THE CENTER OF OLD BUNCOMBE ROAD.
 ED2268'
 ED2268'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2268'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2268
 ED2268                          STATION RECOVERY (2000)
 ED2268
 ED2268'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2268'STATION IS LOCATED 3.4 MILES (5.5 KM) SOUTH SOUTHEAST OF TRAVELERS
 ED2268'REST, 5.1 MILES (8.2 KM) NORTH NORTHWEST OF GREENVILLE.
 ED2268'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED2268'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED2268'SOUTHERN-MOST OVERPASS JUNCTION OF U.S.  HIGHWAYS 25 (WHITE HORSE
 ED2268'ROAD) AND 276 (GEER HIGHWAY) , 0.8 MILE (1.3 KM) SOUTHEAST OF
 ED2268'TRAVELERS REST, GO SOUTH ON HIGHWAY 276 FOR 2.0 MILES (3.2 KM) TO THE
 ED2268'STATION ON THE RIGHT IN THE SHOULDER OF THE ROAD.  STATION IS A
 ED2268'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 2.0 FEET (0.6 M) BELOW
 ED2268'THE HIGHWAY, 39.7 FEET (12.1 M) WEST OF THE CENTER OF THE SOUTHBOUND
 ED2268'LANES OF THE HIGHWAY, 14.7 FEET (4.5 M) EAST OF A 1.0-FOOT PINE TREE
 ED2268'WITH A SCGS REFERENCE WASHER ATTACHED, 36.7 FEET (11.2 M) EAST OF THE
 ED2268'CENTER OF THE ABANDONED PAVEMENT OF THE OLD BUNCOMBE ROAD, 102.4 SOUTH
 ED2268'OF A 1.0-FOOT CEDAR TREE WITH A SCGS REFERENCE WASHER ATTACHED, 14.2
 ED2268'FEET (4.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0977 ***********************************************************************
 ED0977  DESIGNATION -  23 016
 ED0977  PID         -  ED0977
 ED0977  STATE/COUNTY-  SC/GREENVILLE
 ED0977  USGS QUAD   -  TAYLORS (1983)
 ED0977
 ED0977                         *CURRENT SURVEY CONTROL
 ED0977  ___________________________________________________________________
 ED0977* NAD 83(2001)-  34 52 47.67307(N)    082 21 32.64353(W)     ADJUSTED  
 ED0977* NAVD 88     -       307.480  (meters)    1008.79   (feet)  ADJUSTED  
 ED0977  ___________________________________________________________________
 ED0977  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ED0977  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 ED0977  DYNAMIC HT  -         307.165 (meters)    1007.76  (feet)  COMP
 ED0977  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 ED0977
 ED0977  HORZ ORDER  -  SECOND
 ED0977  VERT ORDER  -  FIRST     CLASS II
 ED0977
 ED0977.The horizontal coordinates were established by classical geodetic methods
 ED0977.and adjusted by the National Geodetic Survey in March 2004..
 ED0977
 ED0977.The orthometric height was determined by differential leveling
 ED0977.and adjusted by the National Geodetic Survey in June 1991..
 ED0977
 ED0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED0977
 ED0977.The geoid height was determined by GEOID03.
 ED0977
 ED0977.The dynamic height is computed by dividing the NAVD 88
 ED0977.geopotential number by the normal gravity value computed on the
 ED0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0977.degrees latitude (g = 980.6199 gals.).
 ED0977
 ED0977.The modeled gravity was interpolated from observed gravity values.
 ED0977
 ED0977;                    North         East     Units Scale Factor Converg.
 ED0977;SPC SC       -   338,690.263   485,353.695   MT  1.00001689   -0 45 12.5
 ED0977;SPC SC       - 1,111,188.53  1,592,367.77   iFT  1.00001689   -0 45 12.5
 ED0977;UTM  17      - 3,860,568.051   375,797.847   MT  0.99979013   -0 46 38.3
 ED0977
 ED0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED0977!SPC SC       -   0.99995664  x   1.00001689  =   0.99997353
 ED0977!UTM  17      -   0.99995664  x   0.99979013  =   0.99974678
 ED0977
 ED0977:                Primary Azimuth Mark                     Grid Az
 ED0977:SPC SC       -  PARIS MOUNTAIN LOOKOUT TOWER             326 14 40.9
 ED0977:UTM  17      -  PARIS MOUNTAIN LOOKOUT TOWER             326 16 06.7
 ED0977
 ED0977|---------------------------------------------------------------------|
 ED0977| PID    Reference Object                     Distance      Geod. Az  |
 ED0977|                                                           dddmmss.s |
 ED0977| ED2246 PARIS MOUNTAIN LOOKOUT TOWER        APPROX. 8.2 KM 3252928.4 |
 ED0977|---------------------------------------------------------------------|
 ED0977
 ED0977                          SUPERSEDED SURVEY CONTROL
 ED0977
 ED0977  NAD 83(1986)-  34 52 47.68194(N)    082 21 32.64451(W) AD(       ) 2
 ED0977  NAD 27      -  34 52 47.26108(N)    082 21 33.21235(W) AD(       ) 2
 ED0977  NGVD 29 (??/??/??)  307.567  (m)         1009.08   (f) ADJUSTED    1 2
 ED0977
 ED0977.Superseded values are not recommended for survey control.
 ED0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0977.See file dsdata.txt to determine how the superseded data were derived.
 ED0977
 ED0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7579860568(NAD 83)
 ED0977_MARKER: DD = SURVEY DISK
 ED0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0977_SP_SET: CONCRETE POST
 ED0977_STAMPING: HORZ STA 23 016 1979
 ED0977_MARK LOGO: SCGS  
 ED0977_PROJECTION: FLUSH
 ED0977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0977+STABILITY: SURFACE MOTION
 ED0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0977+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED0977
 ED0977  HISTORY     - Date     Condition        Report By
 ED0977  HISTORY     - 1979     MONUMENTED       SCGS
 ED0977  HISTORY     - 1980     GOOD             NGS
 ED0977  HISTORY     - 1982     GOOD             SCGS
 ED0977  HISTORY     - 19921208 GOOD             SCGS
 ED0977  HISTORY     - 20000718 GOOD             SCGS
 ED0977  HISTORY     - 20041019 GOOD             USPSQD
 ED0977  HISTORY     - 20051107 GOOD             USPSQD
 ED0977
 ED0977                          STATION DESCRIPTION
 ED0977
 ED0977'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED0977'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF DOWNTOWN
 ED0977'GREENVILLE, 2-1/4 MILES NORTH OF THE DOWNTOWN AIRPORT, AT THE
 ED0977'JUNCTION OF U.S. HIGHWAY 29 AND STATE HIGHWAY 291, IN THE FRONT
 ED0977'LAWN OF THE LIBERTY LIFE INSURANCE COMPANY.
 ED0977'
 ED0977'THE STATION IS A STANDARD SCGS DISK
 ED0977'STAMPED---HORZ 23 016 1979---,
 ED0977'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED0977'FLUSH WITH GROUND.  IT IS LOCATED
 ED0977'97.4 FEET SOUTH-SOUTHWEST FROM THE SOUTH SIDE OF THE LIBERTY
 ED0977'LIFE MARBLE SIGN,
 ED0977'67.0 FEET WEST-NORTHWEST FROM A 36-INCH WATER OAK TREE,
 ED0977'47.5 FEET SOUTHEAST FROM A UTILITY POLE, AND
 ED0977'28.5 FEET NORTH-NORTHEAST FROM A 24-INCH OAK TREE.
 ED0977'THE UNDERGROUND MARK IS SCGS DISK
 ED0977'STAMPED---HORZ 23 016 1979---,
 ED0977'SET IN A IRREGULAR MASS OF CONCRETE, 3 FEET BELOW THE SURFACE.
 ED0977'
 ED0977'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED0977
 ED0977                          STATION RECOVERY (1980)
 ED0977
 ED0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ED0977'5.6 KM NE FROM GREENVILLE.
 ED0977'1.6 KILOMETERS (1 MILE) NORTHEAST ALONG MAIN STREET FROM THE CITY
 ED0977'HALL IN GREENVILLE (BETWEEN BROAD AND COURT STREETS), THENCE 0.55
 ED0977'KILOMETER (0.35 MILE) EAST ALONG U.S. HIGHWAY 276 (STONE AVENUE),
 ED0977'THENCE 3.5 KILOMETERS (2.2 MILES) NORTHEAST ALONG U.S. HIGHWAY
 ED0977'29 (WADE HAMPTON BOULEVARD) TO THE JUNCTION OF STATE HIGHWAY 291
 ED0977'AND THE LIBERTY LIFE CORPORATION ON THE RIGHT, SET WEST OF THE
 ED0977'MOST WESTERLY CORNER OF THE BUILDING AND ABOUT 20 FEET SOUTHEAST
 ED0977'OF THE HIGHWAY 291 TRAFFIC STOP LINE, 59.1 METERS (194.2 FEET)
 ED0977'WEST OF THE MOST WESTERLY CORNER OF THE BUILDING, 30.9 METERS
 ED0977'(131.0 FEET) NORTH OF THE SOUTH EDGE OF THE ENTRANCE DRIVE, 29.2
 ED0977'METERS (96.8 FEET) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE
 ED0977'METAL LIBERTY LIFE CORPORATION SIGN, 14.15 METERS (46.4 FEET) EAST
 ED0977'OF THE EAST CURB OF HIGHWAY 291.
 ED0977'THE MARK IS ABOVE LEVEL WITH GROUND.
 ED0977
 ED0977                          STATION RECOVERY (1982)
 ED0977
 ED0977'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED0977'RECOVERED IN GOOD CONDITION.
 ED0977
 ED0977                          STATION RECOVERY (1992)
 ED0977
 ED0977'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED0977'STATION IS LOCATED 1.7 MILES (2.7 KM) NORTHEAST OF GREENVILLE.
 ED0977'OWNERSHIP--LIBERTY LIFE INSURANCE COMPANY. TO REACH THE STATION FROM
 ED0977'THE JUNCTION OF U.S. HIGHWAY 29 (WADE HAMPTON BOULEVARD) AND STATE
 ED0977'HIGHWAY 291 (PLEASANTBURG ROAD), 1.7 MILES (2.7 KM) NORTHEAST OF
 ED0977'GREENVILLE, GO NORTHEAST ON HIGHWAY 29 FOR 0.15 MILE (0.24 KM) TO THE
 ED0977'STATION NEAR THE LIBERTY LIFE INSURANCE COMPANY SIGN IN THE SOUTHEAST
 ED0977'ANGLE OF THE JUNCTION OF A CONNECTOR ROAD (PINE KNOLL DRIVE) FOR
 ED0977'HIGHWAYS 291 AND 29 AND STATE ROAD 165 (PINE KNOLL DRIVE). STATION IS
 ED0977'A CONCRETE POST FLUSH WITH THE GROUND, 3.0 FEET (0.9 M) ABOVE THE
 ED0977'HIGHWAY, 46.1 FEET (14.1 M) EAST OF THE WEST EDGE OF THE CONCRETE CURB
 ED0977'OF THE CONNECTOR ROAD, 40.0 FEET (12.2 M) EAST OF A POWER POLE WITH
 ED0977'TWO GUY WIRES AND A STREET LIGHT, 47.4 FEET (14.4 M) SOUTHEAST OF A
 ED0977'POWER POLE WITH GUY WIRE SUPPORTING STOP LIGHTS, 97.1 FEET (29.6 M)
 ED0977'SOUTHWEST OF THE SOUTH CORNER OF THE GRANITE SIGN FOR THE INSURANCE
 ED0977'COMPANY. RECOVERED BY D.D. WOODS.
 ED0977
 ED0977                          STATION RECOVERY (2000)
 ED0977
 ED0977'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0977'STATION IS LOCATED 2.7 MILES (4.3 KM) NORTHEAST OF GREENVILLE.
 ED0977'OWNERSHIP--LIBERTY LIFE INSURANCE COMPANY, 25 WOODSLAKE ROAD,
 ED0977'GREENVILLE, SC 29607, PHONE 864-232-5448.  TO REACH THE STATION FROM
 ED0977'THE JUNCTION OF U.S.  HIGHWAY 29 (WADE HAMPTON BOULEVARD) AND STATE
 ED0977'HIGHWAY 291 (PLEASANTBURG ROAD) , 2.5 MILES (4.0 KM) NORTHEAST OF
 ED0977'GREENVILLE, GO NORTHEAST ON HIGHWAY 29 FOR 0.15 MILE (0.24 KM) TO THE
 ED0977'STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 ED0977'ROAD 165 (PINE KNOLL ROAD) .  STATION IS A CONCRETE POST FLUSH WITH
 ED0977'THE GROUND AND 3.0 FEET (0.9 M) ABOVE THE HIGHWAY, 97.0 FEET (29.6 M)
 ED0977'SOUTHWEST OF THE SOUTHWEST CORNER OF A GRANITE SIGN FOR THE LIBERTY
 ED0977'LIFE INSURANCE COMPANY, 84.0 FEET (25.6 M) SOUTH OF A TRAFFIC LIGHT
 ED0977'POLE WITH A GUY WIRE AND A SCGS REFERENCE WASHER ATTACHED, 47.2 FEET
 ED0977'(14.4 M) SOUTHEAST OF A TRAFFIC LIGHT POLE WITH A SCGS REFERENCE
 ED0977'WASHER ATTACHED, 40.0 FEET (12.2 M) EAST OF A POWER POLE WITH A GUY
 ED0977'WIRE AND A SECURITY LIGHT AND A REFERENCE WASHER ATTACHED, 76.7 FEET
 ED0977'(23.4 M) NORTHWEST OF THE NORTHWEST EDGE OF CONCRETE CURBING OF A
 ED0977'PARKING LOT.
 ED0977
 ED0977                          STATION RECOVERY (2004)
 ED0977
 ED0977'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED0977'RECOVERED IN GOOD CONDITION.
 ED0977
 ED0977                          STATION RECOVERY (2005)
 ED0977
 ED0977'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0985 ***********************************************************************
 ED0985  DESIGNATION -  23 017
 ED0985  PID         -  ED0985
 ED0985  STATE/COUNTY-  SC/GREENVILLE
 ED0985  USGS QUAD   -  TAYLORS (1983)
 ED0985
 ED0985                         *CURRENT SURVEY CONTROL
 ED0985  ___________________________________________________________________
 ED0985* NAD 83(2001)-  34 54 46.75361(N)    082 19 19.21802(W)     ADJUSTED  
 ED0985* NAVD 88     -       303.961  (meters)     997.25   (feet)  ADJUSTED  
 ED0985  ___________________________________________________________________
 ED0985  X           -     699,583.026 (meters)                     COMP
 ED0985  Y           -  -5,189,236.711 (meters)                     COMP
 ED0985  Z           -   3,630,111.318 (meters)                     COMP
 ED0985  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 ED0985  ELLIP HEIGHT-         272.64  (meters)          (03/13/03) GPS OBS
 ED0985  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 ED0985  DYNAMIC HT  -         303.651 (meters)     996.23  (feet)  COMP
 ED0985  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 ED0985
 ED0985  HORZ ORDER  -  FIRST
 ED0985  VERT ORDER  -  FIRST     CLASS II
 ED0985  ELLP ORDER  -  FOURTH    CLASS II
 ED0985
 ED0985.The horizontal coordinates were established by GPS observations
 ED0985.and adjusted by the National Geodetic Survey in March 2003..
 ED0985
 ED0985.The orthometric height was determined by differential leveling
 ED0985.and adjusted by the National Geodetic Survey in June 1991..
 ED0985
 ED0985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED0985
 ED0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED0985
 ED0985.The ellipsoidal height was determined by GPS observations
 ED0985.and is referenced to NAD 83.
 ED0985
 ED0985.The geoid height was determined by GEOID03.
 ED0985
 ED0985.The dynamic height is computed by dividing the NAVD 88
 ED0985.geopotential number by the normal gravity value computed on the
 ED0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0985.degrees latitude (g = 980.6199 gals.).
 ED0985
 ED0985.The modeled gravity was interpolated from observed gravity values.
 ED0985
 ED0985;                    North         East     Units Scale Factor Converg.
 ED0985;SPC SC       -   342,315.719   488,788.724   MT  1.00002929   -0 43 58.5
 ED0985;SPC SC       - 1,123,083.07  1,603,637.55   iFT  1.00002929   -0 43 58.5
 ED0985;UTM  17      - 3,864,191.216   379,233.565   MT  0.99977975   -0 45 24.2
 ED0985
 ED0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED0985!SPC SC       -   0.99995721  x   1.00002929  =   0.99998649
 ED0985!UTM  17      -   0.99995721  x   0.99977975  =   0.99973697
 ED0985
 ED0985                          SUPERSEDED SURVEY CONTROL
 ED0985
 ED0985  NAD 83(1986)-  34 54 46.76322(N)    082 19 19.21928(W) AD(       ) 1
 ED0985  NAD 83(1995)-  34 54 46.75374(N)    082 19 19.21745(W) AD(       ) 1
 ED0985  ELLIP H (04/18/02)  272.65   (m)                       GP(       ) 4 1
 ED0985  NAD 83(1986)-  34 54 46.76322(N)    082 19 19.21928(W) AD(       ) 2
 ED0985  NAD 27      -  34 54 46.34659(N)    082 19 19.79352(W) AD(       ) 2
 ED0985  NAVD 88 (04/18/02)  303.96   (m)          997.2    (f) LEVELING    3  
 ED0985  NGVD 29 (??/??/??)  304.046  (m)          997.52   (f) ADJUSTED    1 2
 ED0985
 ED0985.Superseded values are not recommended for survey control.
 ED0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0985.See file dsdata.txt to determine how the superseded data were derived.
 ED0985
 ED0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7923464191(NAD 83)
 ED0985_MARKER: DD = SURVEY DISK
 ED0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0985_SP_SET: CONCRETE POST
 ED0985_STAMPING: 23 017 1979
 ED0985_MARK LOGO: SCGS  
 ED0985_PROJECTION: FLUSH
 ED0985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0985+STABILITY: SURFACE MOTION
 ED0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED0985+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ED0985
 ED0985  HISTORY     - Date     Condition        Report By
 ED0985  HISTORY     - 1979     MONUMENTED       SCGS
 ED0985  HISTORY     - 1980     GOOD             NGS
 ED0985  HISTORY     - 19921208 GOOD             SCGS
 ED0985  HISTORY     - 20000725 GOOD             SCGS
 ED0985  HISTORY     - 20040819 GOOD             WOOLPT
 ED0985
 ED0985                          STATION DESCRIPTION
 ED0985
 ED0985'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED0985'THE STATION IS LOCATED ABOUT 9-1/2 KM NORTHEAST OF DOWNTOWN
 ED0985'GREENVILLE, 2-1/2 KM SOUTHWEST OF TAYLORS AND WITHIN THE
 ED0985'RIGHT-OF-WAY OF U.S. HIGHWAY 29.
 ED0985'
 ED0985'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 ED0985'STATE HIGHWAY 291 IN NORTHEAST GREENVILLE, GO
 ED0985'NORTHEASTERLY ON HIGHWAY 29 FOR 4.8 KM (3.0 MI) TO THE STATION ON
 ED0985'THE RIGHT BETWEEN TWO RAILROAD OVERPASSES.
 ED0985'
 ED0985'THE STATION IS A STANDARD SCGS DISK
 ED0985'STAMPED---HORZ 23 017 1979---,
 ED0985'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED0985'FLUSH WITH GROUND.  IT IS LOCATED
 ED0985'30.5 METERS SOUTHWEST FROM THE SOUTHEAST BRIDGE RAILING,
 ED0985'10.2 METERS NORTHEAST FROM THE NORTHEAST BRIDGE RAILING,
 ED0985'2.4 METERS NORTHWEST FROM A METAL WITNESS POST AND
 ED0985'0.9 METER SOUTHEAST FROM THE CURB.
 ED0985'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED0985'STAMPED---HORZ 23 017 1979---,
 ED0985'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED0985'
 ED0985'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED0985'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED0985'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 ED0985
 ED0985                          STATION RECOVERY (1980)
 ED0985
 ED0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ED0985'10.75 KM NE FROM GREENVILLE.
 ED0985'1.6 KILOMETERS (1 MILE) NORTHEAST ALONG MAIN STREET FROM THE CITY
 ED0985'HALL IN GREENVILLE (BETWEEN BROAD AND COURT STREETS) TO THE JUNCTION
 ED0985'OF U.S. HIGHWAY 276 (STONE AVENUE), THENCE 0.55 KILOMETER (0.35 MILE)
 ED0985'EAST ALONG U.S. HIGHWAY 276 TO THE JUNCTION OF U.S. HIGHWAY 29
 ED0985'(WADE HAMPTON BOULEVARD), THENCE 8.6 KILOMETERS (5.35 MILES)
 ED0985'NORTHEAST ALONG U.S. HIGHWAY 29, SET ON THE SOUTHEAST SIDE OF THE
 ED0985'HIGHWAY, IN THE FILL BETWEEN 2 BRIDGES ON HIGHWAY 29 OVER THE
 ED0985'PIEDMONT AND SOUTHERN RAILROADS, 30.3 METERS (99.3 FEET)
 ED0985'SOUTHWEST OF THE SOUTHWEST END OF THE ALUMINUM GUARDRAIL OF THE
 ED0985'BRIDGE OVER THE PIEDMONT RAILROAD, 10.2 METERS (33.5 FEET) NORTHEAST
 ED0985'OF THE NORTHEAST END OF THE ALUMINUM GUARDRAIL OF THE BRIDGE
 ED0985'OVER THE SOUTHERN RAILROAD, 0.8 METER (2.6 FEET) SOUTHEAST OF THE
 ED0985'SOUTHEAST CURB OF HIGHWAY 29.
 ED0985'THE MARK IS 2.5 METERS  NW FROM A WITNESS POST.
 ED0985'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 ED0985
 ED0985                          STATION RECOVERY (1992)
 ED0985
 ED0985'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED0985'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTHEAST OF GREENVILLE, 5.5
 ED0985'MILES (8.9 KM) SOUTHWEST OF GREER. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED0985'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED0985'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (WADE
 ED0985'HAMPTON BOULEVARD) AND STATE HIGHWAY 291 (PLEASANTBURG ROAD) , 1.7
 ED0985'MILES (2.7 KM) NORTHEAST OF GREENVILLE, GO NORTHEAST ON HIGHWAY 29 FOR
 ED0985'3.3 MILES (5.3 KM) TO THE STATION ON THE RIGHT BETWEEN TWO RAILROAD
 ED0985'OVERPASSES. STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND
 ED0985'1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 2.7 FEET (0.8 M) SOUTHEAST OF THE
 ED0985'NORTHWEST EDGE OF THE CONCRETE CURB OF THE HIGHWAY, 33.5 FEET (10.2 M)
 ED0985'NORTHEAST OF THE NORTHEAST END OF THE CONCRETE RAILING OF THE
 ED0985'SOUTHWEST OVERPASS, 99.4 FEET (30.3 M) SOUTHWEST OF THE SOUTHWEST END
 ED0985'OF THE CONCRETE RAILING OF THE NORTHEAST OVERPASS, 30.9 FEET (9.4 M)
 ED0985'NORTHEAST OF A WITNESS POST. RECOVERED BY D.D. WOODS.
 ED0985
 ED0985                          STATION RECOVERY (2000)
 ED0985
 ED0985'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0985'STATION IS LOCATED 5.8 MILES (9.3 KM) NORTHEAST OF GREENVILLE, 7.8
 ED0985'MILES (12.6 KM) EAST SOUTHEAST OF TRAVELERS REST.  OWNERSHIP--SCDOT,
 ED0985'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED0985'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED0985'29 (WADE HAMPTON ROAD) AND STATE HIGHWAY 291 (PLEASANTBURG ROAD) , 2.6
 ED0985'MILES (4.2 KM) NORTHEAST OF GREENVILLE, GO NORTHEAST ON HIGHWAY 29 FOR
 ED0985'3.3 MILES (5.3 KM) TO THE STATION ON THE RIGHT ON A RISE BETWEEN TWO
 ED0985'BRIDGES OVER RAILROAD TRACKS.  STATION IS A CONCRETE POST RECESSED 0.1
 ED0985'FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 38.0 FEET
 ED0985'(11.6 M) NORTHEAST OF THE NORTHEAST END OF A CONCRETE WALK AT THE
 ED0985'SOUTHEAST SIDE OF THE SOUTHERN MOST OF TWO BRIDGES, 96.0 FEET (29.3 M)
 ED0985'SOUTHWEST OF THE SOUTHWEST END OF THE NORTHERN MOST OF TWO BRIDGES,
 ED0985'1.7 FEET (0.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE
 ED0985'HIGHWAY CURB, 8.6 FEET (2.6 M) NORTHWEST OF A WITNESS POST.  RECOVERED
 ED0985'BY D.L.  BRECHLIN.
 ED0985
 ED0985                          STATION RECOVERY (2004)
 ED0985
 ED0985'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 ED0985'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2142 ***********************************************************************
 ED2142  DESIGNATION -  23 018
 ED2142  PID         -  ED2142
 ED2142  STATE/COUNTY-  SC/GREENVILLE
 ED2142  USGS QUAD   -  TAYLORS (1983)
 ED2142
 ED2142                         *CURRENT SURVEY CONTROL
 ED2142  ___________________________________________________________________
 ED2142* NAD 83(2001)-  34 59 40.72850(N)    082 15 54.61592(W)     ADJUSTED  
 ED2142* NAVD 88     -       299.6    (meters)     983.     (feet)  VERTCON   
 ED2142  ___________________________________________________________________
 ED2142  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ED2142  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 ED2142
 ED2142  HORZ ORDER  -  SECOND
 ED2142
 ED2142.The horizontal coordinates were established by classical geodetic methods
 ED2142.and adjusted by the National Geodetic Survey in March 2004..
 ED2142
 ED2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2142
 ED2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2142
 ED2142.The geoid height was determined by GEOID03.
 ED2142
 ED2142;                    North         East     Units Scale Factor Converg.
 ED2142;SPC SC       -   351,309.743   494,093.125   MT  1.00006134   -0 42 05.1
 ED2142;SPC SC       - 1,152,591.02  1,621,040.44   iFT  1.00006134   -0 42 05.1
 ED2142;UTM  17      - 3,873,180.559   384,540.288   MT  0.99976430   -0 43 32.4
 ED2142
 ED2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2142!SPC SC       -   0.99995791  x   1.00006134  =   1.00001925
 ED2142!UTM  17      -   0.99995791  x   0.99976430  =   0.99972222
 ED2142
 ED2142                          SUPERSEDED SURVEY CONTROL
 ED2142
 ED2142  NAD 83(1986)-  34 59 40.73896(N)    082 15 54.61664(W) AD(       ) 2
 ED2142  NAD 27      -  34 59 40.32391(N)    082 15 55.21190(W) AD(       ) 2
 ED2142  NGVD 29 (07/19/86)  299.7    (m)          983.     (f) VERT ANG       
 ED2142
 ED2142.Superseded values are not recommended for survey control.
 ED2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2142.See file dsdata.txt to determine how the superseded data were derived.
 ED2142
 ED2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8454073181(NAD 83)
 ED2142_MARKER: DD = SURVEY DISK
 ED2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2142_STAMPING: HORZ 23 018 1979
 ED2142_MARK LOGO: SCGS  
 ED2142_PROJECTION: RECESSED 5 CENTIMETERS
 ED2142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2142+STABILITY: SURFACE MOTION
 ED2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2142+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2000
 ED2142
 ED2142  HISTORY     - Date     Condition        Report By
 ED2142  HISTORY     - 1979     MONUMENTED       SCGS
 ED2142  HISTORY     - 19921207 GOOD             SCGS
 ED2142  HISTORY     - 20000829 GOOD             SCGS
 ED2142
 ED2142                          STATION DESCRIPTION
 ED2142
 ED2142'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (BRL)
 ED2142'THE STATION IS LOCATED ABOUT 19-1/4 KM NORTHEAST OF GREENVILLE,
 ED2142'6-1/2 KM NORTH-NORTHEAST OF GREER, 4 KM WEST OF THE
 ED2142'SPARTANBURG COUNTY LINE, AT THE END OF A DEAD-END ROAD AND IS ON
 ED2142'PRIVATE PROPERTY.
 ED2142'
 ED2142'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 ED2142'STATE HIGHWAY 14 IN GREER.  GO NORTH ON HIGHWAY 14 FOR 4.0 KM
 ED2142'(2.5 MI) TO THE BRIDGE OVER THE TYGER RIVER.  CONTINUE AHEAD ON
 ED2142'HIGHWAY 14 FOR 2.4 KM (1.5 MI) TO A PAVED ROAD LEFT (S-23-134).
 ED2142'TURN LEFT AND GO WEST FOR 1 KM (0.6 MI) TO A PAVED CROSSROAD
 ED2142'(S-23-135), CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO A PAVED ROAD
 ED2142'LEFT.  TURN LEFT ON THE PAVED ROAD AND GO 0.4 KM (0.25 MI) TO
 ED2142'THE END OF THE ROAD, A WHITE GARAGE AND THE STATION ON THE RIGHT.
 ED2142'
 ED2142'THE STATION IS A STANDARD SCGS DISK
 ED2142'STAMPED---HORZ 23 018 1979---,
 ED2142'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2142'FLUSH WITH GROUND.  IT IS LOCATED
 ED2142'17.4 METERS NORTH-NORTHEAST FROM THE ROAD CENTER AT END
 ED2142'OF PAVEMENT,
 ED2142'12.3 METERS NORTH-NORTHWEST FROM A UTILITY POLE WITH
 ED2142'TELEPHONE JUNCTION BOX 4,
 ED2142'8.2 METERS SOUTH FROM THE SOUTHEAST CORNER OF THE
 ED2142'GARAGE,
 ED2142'5.5 METERS NORTHWEST FROM THE ROAD CENTER,
 ED2142'4.7 METERS NORTHEAST FROM A 61 CM DIAMETER OAK TREE AND
 ED2142'4.0 METERS NORTHEAST FROM A METAL WITNESS POST.
 ED2142'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2142'STAMPED---HORZ 23 018 1979---,
 ED2142'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2142'
 ED2142'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METERS.
 ED2142'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS TIME.
 ED2142'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 ED2142'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FREE.
 ED2142
 ED2142                          STATION RECOVERY (1992)
 ED2142
 ED2142'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2142'STATION IS LOCATED 4.9 MILES (7.9 KM) NORTH NORTHWEST OF GREER.
 ED2142'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2142'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED2142'JUNCTION OF U.S. HIGHWAY 29 (WADE HAMPTON BOULEVARD) AND STATE HIGHWAY
 ED2142'14 (NORTH MAIN STREET) IN GREER, GO NORTH ON HIGHWAY 14 FOR 3.75 MILES
 ED2142'(6.03 KM) TO THE JUNCTION OF STATE ROAD 134 (GAP CREEK ROAD), TURN
 ED2142'LEFT ON ROAD 134 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD
 ED2142'135 (NORTH MCELHANEY ROAD), CONTINUE ON ROAD 134 FOR 0.2 MILE (0.3 KM)
 ED2142'TO DEAN CRAIN ROAD RIGHT AND MCABEE ROAD LEFT, TURN LEFT ON MCABEE
 ED2142'ROAD FOR 0.25 MILE (0.40 KM) TO THE STATION IN THE NORTH ANGLE OF A
 ED2142'GRAVEL DRIVEWAY AT THE END OF THE PAVEMENT. STATION IS A CONCRETE POST
 ED2142'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 18.7 FEET (5.7 M)
 ED2142'NORTH NORTHWEST OF THE CENTER OF THE ROAD, 26.6 FEET (8.1 M) SOUTH
 ED2142'SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 33.0 FEET (10.1 M) EAST
 ED2142'NORTHEAST OF THE CENTER OF THE DRIVEWAY, 40.6 FEET (12.4 M) NORTH
 ED2142'NORTHWEST OF A POWER POLE WITH GUY WIRE AND TRANSFORMER, 9.8 FEET (3.0
 ED2142'M) EAST NORTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
 ED2142
 ED2142                          STATION RECOVERY (2000)
 ED2142
 ED2142'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2142'STATION IS LOCATED 4.4 MILES NORTHWEST OF GREER, 12.2 MILES NORTHEAST
 ED2142'OF GREENVILLE.
 ED2142'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 ED2142'SC 29202, PHONE
 ED2142'803-737-1350.
 ED2142'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (WADE
 ED2142'HAMPTON
 ED2142'BOULEVARD) AND STATE HIGHWAY 14 (NORTH MAIN STREET) IN GREER, GO NORTH
 ED2142'ON
 ED2142'HIGHWAY 14 FOR 3.75 MILES TO THE JUNCTION OF STATE ROAD 134 (GAP CREEK
 ED2142'ROAD), TURN
 ED2142'LEFT ON ROAD 134 FOR 0.6 MILE TO THE JUNCTION OF STATE ROAD 135 (NORTH
 ED2142'MCELHANEY
 ED2142'ROAD), CONTINUE ON ROAD 134 FOR 0.2 MILE TO THE JUNCTION OF DEAN CRAIN
 ED2142'ROAD RIGHT
 ED2142'AND MCABEE ROAD LEFT, TURN LEFT ON MCABEE ROAD FOR 0.25 MILE TO THE
 ED2142'STATION ON THE
 ED2142'RIGHT IN THE NORTH ANGLE OF A GRAVEL DRIVEWAY AT THE END OF THE
 ED2142'PAVEMENT.
 ED2142'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD,
 ED2142'18.5 FEET
 ED2142'NORTHWEST OF THE CENTER OF THE ROAD, 26.5 FEET SOUTH SOUTHEAST OF THE
 ED2142'EAST CORNER OF
 ED2142'A WOODEN GARAGE, 30.6 FEET EAST NORTHEAST OF THE CENTER OF THE
 ED2142'DRIVEWAY, 40.5 FEET
 ED2142'NORTH NORTHWEST OF A POWER POLE WITH GUY WIRE AND TRANSFORMER, 9.8
 ED2142'FEET EAST
 ED2142'NORTHEAST OF A WITNESS POST.
 ED2142'RECOVERED BY J.B. SMOAK.
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142' 
 ED2142'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2141 ***********************************************************************
 ED2141  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2141  DESIGNATION -  23 019
 ED2141  PID         -  ED2141
 ED2141  STATE/COUNTY-  SC/GREENVILLE
 ED2141  USGS QUAD   -  TAYLORS (1983)
 ED2141
 ED2141                         *CURRENT SURVEY CONTROL
 ED2141  ___________________________________________________________________
 ED2141* NAD 83(2001)-  34 55 22.76386(N)    082 15 06.58132(W)     ADJUSTED  
 ED2141* NAVD 88     -       298.59   (meters)     979.6    (feet)  GPS OBS   
 ED2141  ___________________________________________________________________
 ED2141  X           -     705,852.127 (meters)                     COMP
 ED2141  Y           -  -5,187,742.135 (meters)                     COMP
 ED2141  Z           -   3,631,018.189 (meters)                     COMP
 ED2141  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ED2141  ELLIP HEIGHT-         267.23  (meters)          (03/13/03) GPS OBS
 ED2141  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 ED2141
 ED2141  HORZ ORDER  -  FIRST
 ED2141  ELLP ORDER  -  FOURTH    CLASS II
 ED2141
 ED2141.The horizontal coordinates were established by GPS observations
 ED2141.and adjusted by the National Geodetic Survey in March 2003..
 ED2141
 ED2141.The orthometric height was determined by GPS observations and a
 ED2141.high-resolution geoid model using precise GPS observation and
 ED2141.processing techniques.
 ED2141
 ED2141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2141
 ED2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2141
 ED2141.The ellipsoidal height was determined by GPS observations
 ED2141.and is referenced to NAD 83.
 ED2141
 ED2141.The geoid height was determined by GEOID03.
 ED2141
 ED2141;                    North         East     Units Scale Factor Converg.
 ED2141;SPC SC       -   343,345.521   495,214.948   MT  1.00003310   -0 41 38.4
 ED2141;SPC SC       - 1,126,461.68  1,624,720.96   iFT  1.00003310   -0 41 38.4
 ED2141;UTM  17      - 3,865,218.142   385,658.530   MT  0.99976113   -0 43 00.2
 ED2141
 ED2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2141!SPC SC       -   0.99995806  x   1.00003310  =   0.99999115
 ED2141!UTM  17      -   0.99995806  x   0.99976113  =   0.99971920
 ED2141
 ED2141|---------------------------------------------------------------------|
 ED2141| PID    Reference Object                     Distance      Geod. Az  |
 ED2141|                                                           dddmmss.s |
 ED2141| ED2139 23 019 PTA 2                          5.486 METERS 05727     |
 ED2141| ED2128 23 019 AZ MK                        APPROX. 0.6 KM 2372444.7 |
 ED2141| ED2130 GREER FAIRVIEW TANK                 APPROX. 3.1 KM 3305933.3 |
 ED2141| ED2127 GREER HOMELITE TANK                 APPROX. 1.7 KM 3435150.3 |
 ED2141|---------------------------------------------------------------------|
 ED2141
 ED2141                          SUPERSEDED SURVEY CONTROL
 ED2141
 ED2141  NAD 83(1986)-  34 55 22.77387(N)    082 15 06.58304(W) AD(       ) 1
 ED2141  NAD 83(1995)-  34 55 22.76433(N)    082 15 06.57953(W) AD(       ) 1
 ED2141  ELLIP H (04/18/02)  267.24   (m)                       GP(       ) 4 1
 ED2141  NAD 83(1986)-  34 55 22.77411(N)    082 15 06.58126(W) AD(       ) 2
 ED2141  NAD 27      -  34 55 22.35325(N)    082 15 07.17802(W) AD(       ) 2
 ED2141  NGVD 29 (07/19/86)  298.6    (m)          980.     (f) VERT ANG       
 ED2141
 ED2141.Superseded values are not recommended for survey control.
 ED2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2141.See file dsdata.txt to determine how the superseded data were derived.
 ED2141
 ED2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8565965218(NAD 83)
 ED2141_MARKER: DD = SURVEY DISK
 ED2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2141_STAMPING: HORZ 23 019 1979
 ED2141_MARK LOGO: SCGS  
 ED2141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2141+STABILITY: SURFACE MOTION
 ED2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2141+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 ED2141
 ED2141  HISTORY     - Date     Condition        Report By
 ED2141  HISTORY     - 1979     MONUMENTED       SCGS
 ED2141  HISTORY     - 19921207 GOOD             SCGS
 ED2141  HISTORY     - 20000829 GOOD             SCGS
 ED2141  HISTORY     - 20051130 GOOD             FRELAN
 ED2141
 ED2141                          STATION DESCRIPTION
 ED2141
 ED2141'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2141'THE STATION IS LOCATED 14-1/2 KM NORTHEAST OF GREENVILLE,
 ED2141'3-1/4 KM
 ED2141'SOUTHWEST OF GREER, 2-1/2 KM WEST OF THE GREENVILLE-
 ED2141'SPARTANBURG COUNTY LINE, 2-1/2 KM SOUTH OF U. S. HIGHWAY 29 AND
 ED2141'STATE HIGHWAY 101, AND ON THE RIGHT-OF-WAY OF STATE HIGHWAY 166.
 ED2141'
 ED2141'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 29
 ED2141'AND STATE HIGHWAY 101 ON THE WEST SIDE OF GREER, GO WEST ON
 ED2141'HIGHWAY 29 FOR 0.3 KM (0.2 MI) TO THE INSTERSECTION OF BUNCOMBE ROAD
 ED2141'(S-23-136).  TURN LEFT AND GO SOUTHERLY ON BUNCOMBE ROAD
 ED2141'FOR 2.1 KM (1.3 MI) TO THE INTERSECTION OF BUSHY CREEK
 ED2141'ROAD (STATE HIGHWAY
 ED2141'166).  TURN RIGHT AND GO WESTERLY ON BUSHY CREEK ROAD FOR
 ED2141'0.8 KM (0.5 MI)TO THE STATION ON THE RIGHT, ACROSS THE ROAD
 ED2141'FROM A RED BRICK HOUSE.
 ED2141'
 ED2141'THE STATION IS A STANDARD SCGS DISK
 ED2141'STAMPED---HORZ 23 019 1979---,
 ED2141'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2141'FLUSH WITH GROUND.  IT IS LOCATED
 ED2141'4.28 METERS NORTHWEST FROM THE CENTER LINE OF STATE HIGHWAY 166,
 ED2141'3.5 METERS SOUTHWEST FROM A UTILITY POLE, AND
 ED2141'2.63 METERS SOUTH FROM A METAL WITNESS POST.
 ED2141'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2141'STAMPED---HORZ 23 019 1979---,
 ED2141'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2141'
 ED2141'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2141'STAMPED---AZ MK 23 019 1979---,
 ED2141'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2141'FLUSH WITH GROUND.  IT IS LOCATED
 ED2141'13.4 METERS NORTH FROM FENCE CORNER,
 ED2141'6.7 METERS SOUTH FROM THE CENTER OF STATE HIGHWAY 166, AND
 ED2141'0.74 METERS NORTH FROM A CORNER POST WITH A WITNESS SIGN ATTACHED.
 ED2141'
 ED2141'TO REACH AZIMUTH MARK FROM THE STATION PROCEED
 ED2141'WEST ON BUSHY CREEK ROAD (STATE HIGHWAY 166) FOR 0.6 KM (0.4 MI) TO
 ED2141'THE MARK ON THE LEFT AT THE WEST EDGE OF A FENCE INSET.
 ED2141'
 ED2141'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2141'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED2141
 ED2141                          STATION RECOVERY (1992)
 ED2141
 ED2141'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2141'STATION IS LOCATED 1.9 MILES (3.1 KM) SOUTHWEST OF GREER.
 ED2141'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2141'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED2141'JUNCTION OF STATE HIGHWAYS 290, 101 AND U.S. HIGHWAY 29 (WADE HAMPTON
 ED2141'BOULEVARD) IN GREER, GO WEST SOUTHWEST ON HIGHWAY 29 FOR 0.2 MILE (0.3
 ED2141'KM) TO THE JUNCTION OF STATE ROAD 136 (BUNCOMBE ROAD), TURN LEFT ON
 ED2141'ROAD 136 FOR 1.25 MILES (2.01 KM) TO THE JUNCTION OF STATE ROAD 166
 ED2141'(BUSHY CREEK ROAD), TURN RIGHT ON ROAD 166 FOR 0.45 MILE (0.72 KM) TO
 ED2141'THE STATION ON THE RIGHT IN THE SHOULDER OF THE ROAD AND ACROSS THE
 ED2141'ROAD FROM A BRICK HOUSE NUMBER 1851. STATION IS A CONCRETE POST
 ED2141'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 14.0 FEET (4.3 M)
 ED2141'NORTH NORTHWEST OF THE CENTER OF THE ROAD, 11.1 FEET (3.4 M) SOUTH
 ED2141'SOUTHWEST OF A POWER POLE NUMBER 16 1/2, 11.2 FEET (3.4 M) SOUTH
 ED2141'SOUTHWEST OF A TELEPHONE JUNCTION BOX P22, 8.3 FEET (2.5 M) SOUTHEAST
 ED2141'OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH STATION 23 019 AZ
 ED2141'MK. RECOVERED BY T. HALL.
 ED2141
 ED2141                          STATION RECOVERY (2000)
 ED2141
 ED2141'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2141'STATION IS LOCATED 2.1 MILES (3.4 KM) SOUTHWEST OF GREER, 8.9 MILES
 ED2141'(14.3 KM) NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2141'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2141'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2141'HIGHWAYS 290, 101 AND U.S.  HIGHWAY 29 (WADE HAMPTON ROAD) IN GREER,
 ED2141'GO SOUTHWEST ON HIGHWAY 29 FOR 2.5 MILES (4.0 KM) TO THE JUNCTION OF
 ED2141'STATE ROAD 136 (BUNCOMBE ROAD) , TURN LEFT ON ROAD 136 FOR 1.25 MILES
 ED2141'(2.01 KM) TO THE JUNCTION OF STATE ROAD 166 (BRUSHY CREEK ROAD) , TURN
 ED2141'RIGHT ON ROAD 166 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT
 ED2141'NEAR A POWER POLE.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1
 ED2141'CM) AND LEVEL WITH THE ROAD, 14.3 FEET (4.4 M) NORTH NORTHWEST OF THE
 ED2141'CENTER OF THE ROAD, 11.3 FEET (3.4 M) SOUTH SOUTHWEST OF THE POWER
 ED2141'POLE 16 1/2, 11.3 FEET (3.4 M) SOUTH SOUTHWEST OF A TELEPHONE JUNCTION
 ED2141'BOX, 48.3 FEET (14.7 M) EAST NORTHEAST OF THE EXTENDED CENTER OF A
 ED2141'DRIVEWAY TO HOUSE NUMBER 3344, 8.5 FEET (2.6 M) SOUTHEAST OF A WITNESS
 ED2141'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 019 AZ MK.
 ED2141'RECOVERED BY R.P.  MCKEOWN.
 ED2141
 ED2141                          STATION RECOVERY (2005)
 ED2141
 ED2141'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 ED2141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2128 ***********************************************************************
 ED2128  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2128  DESIGNATION -  23 019 AZ MK
 ED2128  PID         -  ED2128
 ED2128  STATE/COUNTY-  SC/GREENVILLE
 ED2128  USGS QUAD   -  TAYLORS (1983)
 ED2128
 ED2128                         *CURRENT SURVEY CONTROL
 ED2128  ___________________________________________________________________
 ED2128* NAD 83(2001)-  34 55 11.88046(N)    082 15 27.25138(W)     ADJUSTED  
 ED2128* NAVD 88     -       288.95   (meters)     948.0    (feet)  GPS OBS   
 ED2128  ___________________________________________________________________
 ED2128  X           -     705,357.056 (meters)                     COMP
 ED2128  Y           -  -5,187,995.270 (meters)                     COMP
 ED2128  Z           -   3,630,737.668 (meters)                     COMP
 ED2128  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 ED2128  ELLIP HEIGHT-         257.60  (meters)          (03/13/03) GPS OBS
 ED2128  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 ED2128
 ED2128  HORZ ORDER  -  FIRST
 ED2128  ELLP ORDER  -  FOURTH    CLASS II
 ED2128
 ED2128.The horizontal coordinates were established by GPS observations
 ED2128.and adjusted by the National Geodetic Survey in March 2003..
 ED2128
 ED2128.The orthometric height was determined by GPS observations and a
 ED2128.high-resolution geoid model using precise GPS observation and
 ED2128.processing techniques.
 ED2128
 ED2128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2128
 ED2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2128
 ED2128.The ellipsoidal height was determined by GPS observations
 ED2128.and is referenced to NAD 83.
 ED2128
 ED2128.The geoid height was determined by GEOID03.
 ED2128
 ED2128;                    North         East     Units Scale Factor Converg.
 ED2128;SPC SC       -   343,016.516   494,686.250   MT  1.00003195   -0 41 49.9
 ED2128;SPC SC       - 1,125,382.27  1,622,986.38   iFT  1.00003195   -0 41 49.9
 ED2128;UTM  17      - 3,864,889.436   385,129.844   MT  0.99976263   -0 43 11.8
 ED2128
 ED2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2128!SPC SC       -   0.99995957  x   1.00003195  =   0.99999152
 ED2128!UTM  17      -   0.99995957  x   0.99976263  =   0.99972221
 ED2128
 ED2128:                Primary Azimuth Mark                     Grid Az
 ED2128:SPC SC       -  23 019                                   058 06 22.7
 ED2128:UTM  17      -  23 019                                   058 07 44.6
 ED2128
 ED2128|---------------------------------------------------------------------|
 ED2128| PID    Reference Object                     Distance      Geod. Az  |
 ED2128|                                                           dddmmss.s |
 ED2128| ED2141 23 019                              APPROX. 0.6 KM 0572432.8 |
 ED2128|---------------------------------------------------------------------|
 ED2128
 ED2128                          SUPERSEDED SURVEY CONTROL
 ED2128
 ED2128  NAD 83(1986)-  34 55 11.89022(N)    082 15 27.25300(W) AD(       ) 1
 ED2128  NAD 83(1995)-  34 55 11.88083(N)    082 15 27.24998(W) AD(       ) 1
 ED2128  ELLIP H (04/18/02)  257.61   (m)                       GP(       ) 4 1
 ED2128  NAD 83(1986)-  34 55 11.89061(N)    082 15 27.25093(W) AD(       ) 2
 ED2128  NAD 27      -  34 55 11.46951(N)    082 15 27.84709(W) AD(       ) 2
 ED2128  NGVD 29 (07/19/86)  289.0    (m)          948.     (f) VERT ANG       
 ED2128
 ED2128.Superseded values are not recommended for survey control.
 ED2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2128.See file dsdata.txt to determine how the superseded data were derived.
 ED2128
 ED2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8513064889(NAD 83)
 ED2128_MARKER: DD = SURVEY DISK
 ED2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2128_STAMPING: AZ MK 23 019 1979
 ED2128_MARK LOGO: SCGS  
 ED2128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2128+STABILITY: SURFACE MOTION
 ED2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2128+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 ED2128
 ED2128  HISTORY     - Date     Condition        Report By
 ED2128  HISTORY     - 1979     MONUMENTED       SCGS
 ED2128  HISTORY     - 19921207 GOOD             SCGS
 ED2128  HISTORY     - 20000829 GOOD             SCGS
 ED2128  HISTORY     - 20050310 GOOD             NEWBY
 ED2128
 ED2128                          STATION DESCRIPTION
 ED2128
 ED2128'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2128'THE STATION IS LOCATED 13-3/4 KM NORTHEAST OF GREENVILLE,
 ED2128'4 KM SOUTHWEST OF GREER, 3 KM WEST OF THE GREENVILLE-
 ED2128'SPARTANBURG COUNTY LINE, ALONG THE SOUTH SIDE OF STATE HIGHWAY 166
 ED2128'AND ON HIGHWAY RIGHT OF WAY.
 ED2128'
 ED2128'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 29 AND
 ED2128'STATE HIGHWAY 101 ON THE WEST SIDE OF GREER, GO WEST ON HIGHWAY 29
 ED2128'FOR 0.3 KM (0.2 MI) TO THE INTERSECTION OF BUNCOMBE ROAD
 ED2128'(COUNTY ROAD S-23-136).  TURN LEFT AND GO SOUTHERLY ON BUNCOMBE
 ED2128'ROAD FOR 2.1 KM (1.3 MI) TO THE INTERSECTION OF BUSHY CREEK ROAD
 ED2128'(STATE HIGHWAY 166).  TURN RIGHT AND GO WESTERLY ON BUSHY
 ED2128'CREEK
 ED2128'ROAD FOR 1.4 KM (0.9 MI) TO THE STATION ON THE LEFT AT THE
 ED2128'WEST EDGE OF A FENCED INSET.
 ED2128'
 ED2128'THE STATION IS A STANDARD SCGS DISK
 ED2128'STAMPED---AZ MK 23 019 1979---,
 ED2128'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2128'FLUSH WITH GROUND.  IT IS LOCATED
 ED2128'13.4 METERS NORTH FROM AN INSIDE FENCE CORNER,
 ED2128'6.7 METERS SOUTH FROM THE CENTER OF STATE HIGHWAY 166, AND
 ED2128'0.74 METERS NORTH FROM A CORNER POST WITH A WITNESS POST SIGN
 ED2128'ATTACHED.
 ED2128'
 ED2128'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2128'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2128
 ED2128                          STATION RECOVERY (1992)
 ED2128
 ED2128'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2128'STATION IS LOCATED 2.15 MILES (3.46 KM) SOUTHWEST OF GREER.
 ED2128'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2128'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED2128'JUNCTION OF STATE HIGHWAYS 290, 101 AND U.S. HIGHWAY 29 (WADE HAMPTON
 ED2128'BOULEVARD) IN GREER, GO WEST SOUTHWEST ON HIGHWAY 29 FOR 0.2 MILE (0.3
 ED2128'KM) TO THE JUNCTION OF STATE ROAD 136 (BUNCOMBE ROAD), TURN LEFT ON
 ED2128'ROAD 136 FOR 1.25 MILES (2.01 KM) TO THE JUNCTION OF STATE ROAD 166
 ED2128'(BUSHY CREEK ROAD), TURN RIGHT ON ROAD 166 FOR 0.8 MILE (1.3 KM) TO
 ED2128'HENDERSON GAP ROAD LEFT, CONTINUE ON ROAD 166 FOR 0.05 MILE (0.08 KM)
 ED2128'TO THE STATION ON THE LEFT NEAR A WOODEN FENCE CORNER POST WITH A
 ED2128'WITNESS SIGN ATTACHED. STATION IS A CONCRETE POST FLUSH WITH THE
 ED2128'GROUND AND LEVEL WITH THE ROAD, 21.8 FEET (6.6 M) SOUTH SOUTHEAST OF
 ED2128'THE CENTER OF THE ROAD, 2.2 FEET (0.7 M) NORTH NORTHWEST OF THE WOODEN
 ED2128'FENCE POST. NOTE-STATION IS INTERVISIBLE WITH STATION 23 019.
 ED2128'RECOVERED BY T. HALL.
 ED2128
 ED2128                          STATION RECOVERY (2000)
 ED2128
 ED2128'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2128'STATION IS LOCATED 8.9 MILES (14.3 KM) NORTHEAST OF GREENVILLE, 2.1
 ED2128'MILES (3.4 KM) SOUTHWEST OF GREER.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2128'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2128'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2128'HIGHWAYS 290, 101 AND U.S.  HIGHWAY 29 (WADE HAMPTON ROAD) IN GREER,
 ED2128'GO SOUTHWEST ON HIGHWAY 29 FOR 2.5 MILES (4.0 KM) TO THE JUNCTION OF
 ED2128'STATE ROAD 136 (BUNCOMBE ROAD) , TURN LEFT ON ROAD 136 FOR 1.25 MILES
 ED2128'(2.01 KM) TO THE JUNCTION OF STATE ROAD 166 (BRUSHY CREEK ROAD) , TURN
 ED2128'RIGHT ON ROAD 166 FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE LEFT
 ED2128'NEAR A FIRE HYDRANT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED2128'AND LEVEL WITH THE ROAD, 22.0 FEET (6.7 M) SOUTH SOUTHEAST OF CENTER
 ED2128'OF THE ROAD, 5.4 FEET (1.6 M) EAST NORTHEAST OF A FIRE HYDRANT, 6.6
 ED2128'FEET (2.0 M) NORTH OF A POWER LINE STUB POLE, 2.9 FEET (0.9 M) NORTH
 ED2128'OF A WOODEN FENCE POST, 57.4 FEET (17.5 M) WEST SOUTHWEST OF THE
 ED2128'EXTENDED CENTER OF A GRAVEL DRIVEWAY.  NOTE-STATION IS INTERVISIBLE
 ED2128'WITH SURVEY STATION 23 019.  RECOVERED BY R.P. MCKEOWN.
 ED2128
 ED2128                          STATION RECOVERY (2005)
 ED2128
 ED2128'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED2128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2154 ***********************************************************************
 ED2154  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2154  DESIGNATION -  23 020
 ED2154  PID         -  ED2154
 ED2154  STATE/COUNTY-  SC/GREENVILLE
 ED2154  USGS QUAD   -  TAYLORS (1983)
 ED2154
 ED2154                         *CURRENT SURVEY CONTROL
 ED2154  ___________________________________________________________________
 ED2154* NAD 83(2001)-  34 56 17.47180(N)    082 21 16.50979(W)     ADJUSTED  
 ED2154* NAVD 88     -       329.87   (meters)    1082.2    (feet)  GPS OBS   
 ED2154  ___________________________________________________________________
 ED2154  X           -     696,421.953 (meters)                     COMP
 ED2154  Y           -  -5,188,068.385 (meters)                     COMP
 ED2154  Z           -   3,632,418.373 (meters)                     COMP
 ED2154  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 ED2154  ELLIP HEIGHT-         298.56  (meters)          (03/13/03) GPS OBS
 ED2154  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 ED2154
 ED2154  HORZ ORDER  -  FIRST
 ED2154  ELLP ORDER  -  FOURTH    CLASS II
 ED2154
 ED2154.The horizontal coordinates were established by GPS observations
 ED2154.and adjusted by the National Geodetic Survey in March 2003..
 ED2154
 ED2154.The orthometric height was determined by GPS observations and a
 ED2154.high-resolution geoid model using precise GPS observation and
 ED2154.processing techniques.
 ED2154
 ED2154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2154
 ED2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2154
 ED2154.The ellipsoidal height was determined by GPS observations
 ED2154.and is referenced to NAD 83.
 ED2154
 ED2154.The geoid height was determined by GEOID03.
 ED2154
 ED2154;                    North         East     Units Scale Factor Converg.
 ED2154;SPC SC       -   345,149.742   485,848.120   MT  1.00003896   -0 45 03.5
 ED2154;SPC SC       - 1,132,381.04  1,593,989.90   iFT  1.00003896   -0 45 03.5
 ED2154;UTM  17      - 3,867,025.780   376,294.899   MT  0.99978860   -0 46 33.1
 ED2154
 ED2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2154!SPC SC       -   0.99995314  x   1.00003896  =   0.99999210
 ED2154!UTM  17      -   0.99995314  x   0.99978860  =   0.99974175
 ED2154
 ED2154|---------------------------------------------------------------------|
 ED2154| PID    Reference Object                     Distance      Geod. Az  |
 ED2154|                                                           dddmmss.s |
 ED2154| ED2153 23 020 AZ MK PTA                    146.185 METERS 12747     |
 ED2154| ED2152 23 020 AZ MK                        154.737 METERS 12747     |
 ED2154| ED2266 PARIS 2                             APPROX. 5.2 KM 2741510.0 |
 ED2154|---------------------------------------------------------------------|
 ED2154
 ED2154                          SUPERSEDED SURVEY CONTROL
 ED2154
 ED2154  NAD 83(1986)-  34 56 17.48120(N)    082 21 16.51093(W) AD(       ) 1
 ED2154  NAD 83(1995)-  34 56 17.47199(N)    082 21 16.50883(W) AD(       ) 1
 ED2154  ELLIP H (04/18/02)  298.60   (m)                       GP(       ) 4 1
 ED2154  NAD 83(1986)-  34 56 17.48017(N)    082 21 16.50918(W) AD(       ) 2
 ED2154  NAD 27      -  34 56 17.06271(N)    082 21 17.07816(W) AD(       ) 2
 ED2154  NGVD 29 (07/19/86)  330.7    (m)         1085.     (f) VERT ANG       
 ED2154
 ED2154.Superseded values are not recommended for survey control.
 ED2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2154.See file dsdata.txt to determine how the superseded data were derived.
 ED2154
 ED2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7629567026(NAD 83)
 ED2154_MARKER: DD = SURVEY DISK
 ED2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2154_STAMPING: HORZ 23 020 1979
 ED2154_MARK LOGO: SCGS  
 ED2154_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2154+STABILITY: SURFACE MOTION
 ED2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2154+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2000
 ED2154
 ED2154  HISTORY     - Date     Condition        Report By
 ED2154  HISTORY     - 1979     MONUMENTED       SCGS
 ED2154  HISTORY     - 19921208 GOOD             SCGS
 ED2154  HISTORY     - 20000905 GOOD             SCGS
 ED2154
 ED2154                          STATION DESCRIPTION
 ED2154
 ED2154'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2154'THE STATION IS LOCATED 11-1/4 KM NORTHEAST OF
 ED2154'GREENVILLE, 11-1/4 KM
 ED2154'WEST OF GREER, 2-1/2 KM EAST OF PARIS MOUNTAIN STATE PARK AND ON
 ED2154'THE RIGHT-OF-WAY OF STATE PARK ROAD.
 ED2154'
 ED2154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 ED2154'(WADE HAMPTON BOULEVARD) AND STATE HIGHWAY 291 ON THE NORTH SIDE
 ED2154'OF GREENVILLE, GO NORTHWEST ON HIGHWAY 291 FOR 1.6 KM (1.0 MI)
 ED2154'TO THE SHRINERS HOSPITAL ON THE RIGHT.  CONTINUE ON HIGHWAY 291
 ED2154'FOR 0.3 KM (0.2 MI)
 ED2154'TO PINEY MT. ROAD (S-23-467).  TURN RIGHT AND GO
 ED2154'NORTHERLY ON PINEY MT. ROAD FOR 2.1 KM (1.3 MI)
 ED2154'TO A CROSS ROAD.  TURN RIGHT
 ED2154'AND GO EASTERLY ON STATE HIGHWAY 253 (PARIS MT. ROAD) FOR
 ED2154'1.6 KM (1.0 MI) TO A CROSS ROAD.
 ED2154'(MAPLE DR ON THE LEFT, BELVUE ROAD ON THE RIGHT).
 ED2154'CONTINUE AHEAD ON HIGHWAY 253, MOUNTAIN CREEK ROAD FOR
 ED2154'3.9 KM (2.4 MI) TO A
 ED2154'SIDE ROAD LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS
 ED2154'POINT, CONTINUE AHEAD FOR 30 METERS TO THE MARK ON THE LEFT.)  TURN
 ED2154'LEFT AND GO WESTERLY
 ED2154'ON STATE PARK ROAD FOR 0.2 KM (0.1 MI) TO A SIDE
 ED2154'ROAD RIGHT, SUNSET STREET, AND THE STATION IN THE NORTHWEST ANGLE
 ED2154'FORMED BY THE ROAD INTERSECTION.
 ED2154'
 ED2154'THE STATION IS A STANDARD SCGS DISK
 ED2154'STAMPED---HORZ STA 23 020 1979---,
 ED2154'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2154'FLUSH WITH GROUND.  IT IS LOCATED
 ED2154'14.0 METERS WEST FROM THE STREET SIGN POST FOR SUNSET STREET,
 ED2154'8.3 METERS WEST FROM THE CENTER OF SUNSET STREET,
 ED2154'5.2 METERS SOUTHWEST FROM A STOP SIGN,
 ED2154'4.6 METERS NORTH FROM THE CENTER OF STATE PARK ROAD, AND
 ED2154'4.51 METERS WEST FROM A WATER MAIN COVER.
 ED2154'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2154'STAMPED---HORZ STA 23 020 1979---,
 ED2154'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 ED2154'
 ED2154'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 ED2154'STAMPED---AZ MK 23 020 1979---,
 ED2154'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 ED2154'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 ED2154'87.3 METERS WEST FRON A HIGHWAY CURVE SIGN,
 ED2154'37.8 METERS SOUTHWEST FROM A UTILITY POLE NUMBERED G1,
 ED2154'(THE SOUTHERN MOST ONE OF TWO),
 ED2154'27 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 253,
 ED2154'2.4 METERS SOUTH FROM A WHITE RAIL FENCE, AND
 ED2154'2.3 METERS SOUTH FROM A METAL WITNESS POST.
 ED2154'
 ED2154'NO EFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2154'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.9 METER.
 ED2154
 ED2154                          STATION RECOVERY (1992)
 ED2154
 ED2154'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2154'STATION IS LOCATED 5.2 MILES (8.4 KM) SOUTHEAST OF TRAVELERS REST, 5.5
 ED2154'MILES (8.9 KM) NORTH NORTHEAST OF GREENVILLE. OWNERSHIP--SCDHPT,
 ED2154'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2154'803-737-1350. TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 ED2154'HIGHWAYS 290 (LOCUST HILL ROAD) AND 253, 5.8 MILES (9.3 KM) NORTHEAST
 ED2154'OF TRAVELERS REST, GO SOUTHWEST ON HIGHWAY 253 FOR 4.2 MILES (6.8 KM)
 ED2154'TO THE JUNCTION OF STATE ROAD 344 (STATE PARK ROAD), TURN RIGHT ON
 ED2154'ROAD 344 FOR 0.1 MILE (0.2 KM) TO THE STATION NEAR A FIRE HYDRANT IN
 ED2154'THE NORTH ANGLE OF A PAVED ROAD RIGHT (SUNSET STREET). STATION IS A
 ED2154'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH ROAD 344, 15.0
 ED2154'FEET (4.6 M) NORTH NORTHEAST OF THE CENTER OF ROAD 344, 26.7 FEET (8.1
 ED2154'M) WEST OF THE CENTER OF THE STREET, 10.8 FEET (3.3 M) SOUTH SOUTHEAST
 ED2154'OF THE FIRE HYDRANT, 7.9 FEET (2.4 M) WEST OF THE WEST NORTHWEST END
 ED2154'OF A 1.3-FOOT CONCRETE PIPE CULVERT BENEATH THE STREET. NOTE-STATION
 ED2154'IS INTERVISIBLE WITH STATION 23 020 AZ MK, MARGINAL GPS STATION.
 ED2154'RECOVERED BY D.D. WOODS.
 ED2154
 ED2154                          STATION RECOVERY (2000)
 ED2154
 ED2154'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2154'STATION IS LOCATED 6.3 MILES (10.1 KM) NORTH NORTHEAST OF GREENVILLE,
 ED2154'7.4 MILES (11.9 KM) WEST OF GREER.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2154'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2154'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 ED2154'HIGHWAYS 290 (LOCUST HILL ROAD) AND 253 (SANDY FLAT ROAD) , 5.8 MILES
 ED2154'(9.3 KM) NORTHEAST OF TRAVELERS REST, GO SOUTHWEST ON HIGHWAY 253 FOR
 ED2154'4.2 MILES (6.8 KM) TO THE JUNCTION OF STATE ROAD 344 (STATE PARK ROAD)
 ED2154', TURN RIGHT ON ROAD 344 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 ED2154'RIGHT NEAR A FIRE HYDRANT IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 ED2154'STATE ROAD 356 (SUNSET STREET) .  STATION IS A CONCRETE POST RECESSED
 ED2154'0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 15.4 FEET (4.7 M) NORTH
 ED2154'NORTHEAST OF THE CENTER OF ROAD 344, 27.4 FEET (8.4 M) WEST NORTHWEST
 ED2154'OF THE CENTER OF ROAD 356, 10.9 FEET (3.3 M) SOUTH SOUTHEAST OF THE
 ED2154'FIRE HYDRANT NUMBER 182, 8.1 FEET (2.5 M) WEST SOUTHWEST OF THE WEST
 ED2154'END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH, 115.3 FEET (35.1 M)
 ED2154'EAST SOUTHEAST OF A POWER POLE 65T WITH A TRANSFORMER AND GUY WIRE.
 ED2154'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 020 AZ MK AND IS
 ED2154'MARGINAL FOR GPS OBSERVATIONS.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2152 ***********************************************************************
 ED2152  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2152  DESIGNATION -  23 020 AZ MK
 ED2152  PID         -  ED2152
 ED2152  STATE/COUNTY-  SC/GREENVILLE
 ED2152  USGS QUAD   -  TAYLORS (1983)
 ED2152
 ED2152                         *CURRENT SURVEY CONTROL
 ED2152  ___________________________________________________________________
 ED2152* NAD 83(2001)-  34 56 14.39517(N)    082 21 11.69093(W)     ADJUSTED  
 ED2152* NAVD 88     -       318.83   (meters)    1046.0    (feet)  GPS OBS   
 ED2152  ___________________________________________________________________
 ED2152  X           -     696,549.180 (meters)                     COMP
 ED2152  Y           -  -5,188,096.960 (meters)                     COMP
 ED2152  Z           -   3,632,334.323 (meters)                     COMP
 ED2152  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 ED2152  ELLIP HEIGHT-         287.52  (meters)          (03/13/03) GPS OBS
 ED2152  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 ED2152
 ED2152  HORZ ORDER  -  FIRST
 ED2152  ELLP ORDER  -  FOURTH    CLASS II
 ED2152
 ED2152.The horizontal coordinates were established by GPS observations
 ED2152.and adjusted by the National Geodetic Survey in March 2003..
 ED2152
 ED2152.The orthometric height was determined by GPS observations and a
 ED2152.high-resolution geoid model using precise GPS observation and
 ED2152.processing techniques.
 ED2152
 ED2152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2152
 ED2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2152
 ED2152.The ellipsoidal height was determined by GPS observations
 ED2152.and is referenced to NAD 83.
 ED2152
 ED2152.The geoid height was determined by GEOID03.
 ED2152
 ED2152;                    North         East     Units Scale Factor Converg.
 ED2152;SPC SC       -   345,053.334   485,969.161   MT  1.00003863   -0 45 00.9
 ED2152;SPC SC       - 1,132,064.74  1,594,387.01   iFT  1.00003863   -0 45 00.9
 ED2152;UTM  17      - 3,866,929.343   376,415.867   MT  0.99978824   -0 46 30.3
 ED2152
 ED2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2152!SPC SC       -   0.99995487  x   1.00003863  =   0.99999350
 ED2152!UTM  17      -   0.99995487  x   0.99978824  =   0.99974312
 ED2152
 ED2152|---------------------------------------------------------------------|
 ED2152| PID    Reference Object                     Distance      Geod. Az  |
 ED2152|                                                           dddmmss.s |
 ED2152| ED2154 23 020                              154.737 METERS 30747     |
 ED2152|---------------------------------------------------------------------|
 ED2152
 ED2152                          SUPERSEDED SURVEY CONTROL
 ED2152
 ED2152  NAD 83(1986)-  34 56 14.40419(N)    082 21 11.69210(W) AD(       ) 1
 ED2152  NAD 83(1995)-  34 56 14.39527(N)    082 21 11.69025(W) AD(       ) 1
 ED2152  ELLIP H (04/18/02)  287.55   (m)                       GP(       ) 4 1
 ED2152  NAD 83(1986)-  34 56 14.40324(N)    082 21 11.68963(W) AD(       ) 2
 ED2152  NAD 27      -  34 56 13.98575(N)    082 21 12.25866(W) AD(       ) 2
 ED2152  NGVD 29 (07/19/86)  319.6    (m)         1049.     (f) VERT ANG       
 ED2152
 ED2152.Superseded values are not recommended for survey control.
 ED2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2152.See file dsdata.txt to determine how the superseded data were derived.
 ED2152
 ED2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7641666929(NAD 83)
 ED2152_MARKER: DD = SURVEY DISK
 ED2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2152_STAMPING: AZ MK 23 020 1979
 ED2152_MARK LOGO: SCGS  
 ED2152_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2152+STABILITY: SURFACE MOTION
 ED2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2152+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2000
 ED2152
 ED2152  HISTORY     - Date     Condition        Report By
 ED2152  HISTORY     - 1979     MONUMENTED       SCGS
 ED2152  HISTORY     - 19921208 GOOD             SCGS
 ED2152  HISTORY     - 20000905 GOOD             SCGS
 ED2152
 ED2152                          STATION DESCRIPTION
 ED2152
 ED2152'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2152'THE STATION IS LOCATED 11-1/4 KM NORTHEAST OF
 ED2152'GREENVILLE, 11-1/4 KM WEST OF GREER,
 ED2152'2-1/2 KM EAST OF PARIS MOUNTAIN STATE PARK
 ED2152'AND ON THE RIGHT-OF-WAY OF STATE PARK ROAD.
 ED2152'
 ED2152'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 29 (WADE
 ED2152'HAMPTON BOULEVARD), AND STATE HIGHWAY 291 ON THE NORTH SIDE OF
 ED2152'GREENVILLE, GO NORTHWEST
 ED2152'ON HIGHWAY 291 FOR 1.6 KM (1.0 MI) TO THE
 ED2152'SHRINERS HOSPITAL ON THE RIGHT.  CONTINUE ON HIGHWAY 291
 ED2152'FOR 0.3 KM (0.2 MI) TO PINEY MT. ROAD (S-23-46).  TURN RIGHT
 ED2152'AND GO NORTHERLY ON PINEY MT. ROAD FOR 2.1 KM (1.3 MI) TO A CROSS
 ED2152'ROAD.  TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 253 (PARIS MTN
 ED2152'ROAD) FOR 1.6 KM (1.0 MI) TO A CROSS ROAD (MAPLE DRIVE ON THE LEFT,
 ED2152'BELVUE ROAD ON THE RIGHT).  CONTINUE AHEAD ON HIGHWAY 253 NOW
 ED2152'MOUNTAIN PARK ROAD FOR 3.9 KM (2.4 MI) TO A SIDE ROAD LEFT, (STATE
 ED2152'PARK ROAD).  CONTINUE AHEAD FOR 30 METERS TO THE MARK ON THE LEFT.
 ED2152'
 ED2152'THE STATION IS A STANDARD SCGS DISK
 ED2152'STAMPED---AZ MK 23 020 1979---,
 ED2152'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2152'FLUSH WITH GROUND.  IT IS LOCATED
 ED2152'87.3 METERS WEST FROM A HIGHWAY CURVE SIGN,
 ED2152'37.8 METERS SOUTHWEST FROM A UTILITY POLE NUMBERED G1, THE
 ED2152'SOUTHERN MOST ONE OF TWO,
 ED2152'27 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 253,
 ED2152'2.4 METERS SOUTH FROM A WHITE RAIL FENCE, AND
 ED2152'2.3 METERS SOUTH FROM A METAL WITNESS POST.
 ED2152'
 ED2152'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2152'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2152
 ED2152                          STATION RECOVERY (1992)
 ED2152
 ED2152'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2152'STATION IS LOCATED 5.3 MILES (8.5 KM) SOUTHEAST OF TRAVELERS REST, 5.4
 ED2152'MILES (8.7 KM) NORTH NORTHEAST OF GREENVILLE. OWNERSHIP--SCDHPT,
 ED2152'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2152'803-737-1350. TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 ED2152'HIGHWAYS 290 (LOCUST HILL ROAD) AND 253, 5.8 MILES (9.3 KM) NORTHEAST
 ED2152'OF TRAVELERS REST, GO SOUTHWEST ON HIGHWAY 253 FOR 4.15 MILES (6.68
 ED2152'KM) TO THE STATION ON THE RIGHT NEAR A WOODEN FENCE LINE. STATION IS A
 ED2152'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) BELOW
 ED2152'THE HIGHWAY, 27.8 FEET (8.5 M) NORTH NORTHWEST OF THE CENTER OF THE
 ED2152'HIGHWAY, 2.2 FEET (0.7 M) SOUTH SOUTHEAST OF THE FENCE LINE, 169.0
 ED2152'FEET (51.5 M) EAST NORTHEAST OF THE CENTER OF STATE ROAD 344 (STATE
 ED2152'PARK ROAD), 56.5 FEET (17.2 M) SOUTH OF A POWER POLE WITH TRANSFORMER
 ED2152'AND THREE GUY WIRES, 2.2 FEET (0.7 M) SOUTH SOUTHEAST OF A WITNESS
 ED2152'POST. NOTE-STATION IS INTERVISIBLE WITH STATION 23 020. RECOVERED BY
 ED2152'D.D. WOODS.
 ED2152
 ED2152                          STATION RECOVERY (2000)
 ED2152
 ED2152'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2152'STATION IS LOCATED 6.2 MILES (10.0 KM) NORTH NORTHEAST OF GREENVILLE,
 ED2152'7.5 MILES (12.1 KM) WEST OF GREER.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2152'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2152'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 ED2152'HIGHWAYS 290 (LOCUST HILL ROAD) AND 253 (SANDY FLAT ROAD) , 5.8 MILES
 ED2152'(9.3 KM) NORTHEAST OF TRAVELERS REST, GO SOUTHWEST ON HIGHWAY 253 FOR
 ED2152'4.15 MILES (6.68 KM) TO THE STATION ON THE RIGHT NEAR A WOODEN FENCE
 ED2152'LINE.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 1.0
 ED2152'FOOT (0.3 M) BELOW THE ROAD, 27.7 FEET (8.4 M) NORTH NORTHWEST OF THE
 ED2152'CENTER OF HIGHWAY 253, 168.9 FEET (51.5 M) EAST NORTHEAST OF THE
 ED2152'CENTER OF STATE ROAD 334, 2.5 FEET (0.8 M) SOUTH SOUTHEAST OF THE
 ED2152'FENCE LINE, 57.0 FEET (17.4 M) NORTH OF A POWER POLE WITH A
 ED2152'TRANSFORMER AND THREE GUY WIRES, 2.3 FEET (0.7 M) SOUTH SOUTHEAST OF A
 ED2152'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23
 ED2152'020.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2185 ***********************************************************************
 ED2185  DESIGNATION -  23 021 AZ MK
 ED2185  PID         -  ED2185
 ED2185  STATE/COUNTY-  SC/GREENVILLE
 ED2185  USGS QUAD   -  MAULDIN (1983)
 ED2185
 ED2185                         *CURRENT SURVEY CONTROL
 ED2185  ___________________________________________________________________
 ED2185* NAD 83(2001)-  34 52 15.44528(N)    082 19 04.26745(W)     ADJUSTED  
 ED2185* NAVD 88     -       305.5    (meters)    1002.     (feet)  VERTCON   
 ED2185  ___________________________________________________________________
 ED2185  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ED2185  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ED2185
 ED2185  HORZ ORDER  -  SECOND
 ED2185
 ED2185.The horizontal coordinates were established by classical geodetic methods
 ED2185.and adjusted by the National Geodetic Survey in March 2004..
 ED2185
 ED2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2185
 ED2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2185
 ED2185.The geoid height was determined by GEOID03.
 ED2185
 ED2185;                    North         East     Units Scale Factor Converg.
 ED2185;SPC SC       -   337,648.392   489,108.762   MT  1.00001359   -0 43 50.2
 ED2185;SPC SC       - 1,107,770.31  1,604,687.54   iFT  1.00001359   -0 43 50.2
 ED2185;UTM  17      - 3,859,524.889   379,551.622   MT  0.99977881   -0 45 12.8
 ED2185
 ED2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2185!SPC SC       -   0.99995695  x   1.00001359  =   0.99997054
 ED2185!UTM  17      -   0.99995695  x   0.99977881  =   0.99973577
 ED2185
 ED2185                          SUPERSEDED SURVEY CONTROL
 ED2185
 ED2185  NAD 83(1986)-  34 52 15.45446(N)    082 19 04.26837(W) AD(       ) 2
 ED2185  NAD 27      -  34 52 15.03463(N)    082 19 04.84045(W) AD(       ) 2
 ED2185  NGVD 29 (07/19/86)  305.6    (m)         1003.     (f) VERT ANG       
 ED2185
 ED2185.Superseded values are not recommended for survey control.
 ED2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2185.See file dsdata.txt to determine how the superseded data were derived.
 ED2185
 ED2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7955259525(NAD 83)
 ED2185_MARKER: DD = SURVEY DISK
 ED2185_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ED2185_SP_SET: SIDEWALK
 ED2185_STAMPING: AZ MK 23 021 1979
 ED2185_MARK LOGO: SCGS  
 ED2185_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2185+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED2185
 ED2185  HISTORY     - Date     Condition        Report By
 ED2185  HISTORY     - 1979     MONUMENTED       SCGS
 ED2185  HISTORY     - 19930106 GOOD             SCGS
 ED2185  HISTORY     - 20000814 GOOD             SCGS
 ED2185  HISTORY     - 20040702 GOOD             USPSQD
 ED2185  HISTORY     - 20051011 GOOD             USPSQD
 ED2185
 ED2185                          STATION DESCRIPTION
 ED2185
 ED2185'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2185'THE STATION IS LOCATED ABOUT 11-1/4 KM SOUTHWEST OF GREER,
 ED2185'8 KM EAST OF GREENVILLE, AND IN THE SIDEWALK OF MITCHELL
 ED2185'STREET.
 ED2185'
 ED2185'TO REACH THE STATION FROM THE JUNCTION OF EAST NORTH STREET
 ED2185'AND STATE HIGHWAY 291 IN NORTHEAST EDGE OF GREENVILLE, GO
 ED2185'NORTHEAST ON OLD SPARTANBURG ROAD (3-23-94) FOR 3.9 KM
 ED2185'(2.4 MI) TO MITCHELL ROAD (S-23-667) ON THE RIGHT.  TURN
 ED2185'RIGHT AND GO SOUTHERLY ON MITCHELL ROAD FOR 0.5 KM
 ED2185'(0.3 MI) TO A SIDE ROAD LEFT (SHADY LANE) AND STATION
 ED2185'23 021 SCGS.  CONTINUE SOUTHERLY ON MITCHELL ROAD FOR
 ED2185'0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 ED2185'
 ED2185'THE STATION IS A STANDARD SCGS DISK
 ED2185'STAMPED---AZ MK 23 021 1979---,
 ED2185'SET FLUSH IN A DRILL HOLE IN A CONCRETE SIDEWALK.
 ED2185'IT IS LOCATED
 ED2185'8.08 METERS WEST FROM THE CENTER OF MITCHELL ROAD,
 ED2185'7.32 METERS SOUTHEAST FROM A OAK TREE 50 CM IN DIAMETER,
 ED2185'4.27 METERS NORTH FROM A DRIVEWAY, AND
 ED2185'1.52 METERS EAST FROM A UTILITY POLE WITH AN UNDERGROUND
 ED2185'CABLE BOX.
 ED2185'
 ED2185'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2185'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2185'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 ED2185
 ED2185                          STATION RECOVERY (1993)
 ED2185
 ED2185'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED2185'STATION IS LOCATED 4.7 MILES (7.6 KM) NORTHEAST OF GREENVILLE.
 ED2185'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2185'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED2185'JUNCTION OVERPASS OF INTERSTATE 385 AND STATE ROAD 273 (HAYWOOD ROAD)
 ED2185', 3.45 MILES (5.55 KM) EAST OF GREENVILLE, GO NORTH ON ROAD 273 FOR
 ED2185'1.5 MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD 94 (EAST NORTH STREET
 ED2185'EXTENSION), TURN RIGHT ON ROAD 94 FOR 0.65 MILE (1.05 KM) TO THE
 ED2185'JUNCTION OF STATE ROAD 667 (MITCHELL ROAD), TURN RIGHT ON ROAD 667 FOR
 ED2185'0.5 MILE (0.8 KM) TO THE STATION IN A SIDEWALK AND NEAR A POWER POLE
 ED2185'IN THE NORTHWEST ANGLE OF A DRIVEWAY LEADING TO A BRICK HOUSE. STATION
 ED2185'IS A DRILL MARK IN THE SIDEWALK AND 1.0 FOOT (0.3 M) ABOVE THE ROAD,
 ED2185'26.0 FEET (7.9 M) WEST OF THE CENTER OF THE ROAD, 4.9 FEET (1.5 M)
 ED2185'EAST OF THE POWER POLE 100489-42478/40K-50T WITH THREE GUY WIRES, A
 ED2185'TRANSFORMER AND A TELEPHONE JUNCTION BOX, 71.9 FEET (21.9 M) EAST
 ED2185'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 13.6 FEET (4.1 M)
 ED2185'NORTH OF THE CENTER OF THE DRIVEWAY. NOTE-STATION IS INTERVISIBLE WITH
 ED2185'SURVEY STATION 23 021. RECOVERED BY T. HALL.
 ED2185
 ED2185                          STATION RECOVERY (2000)
 ED2185
 ED2185'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2185'STATION IS LOCATED 4.5 MILES (7.2 KM) EAST NORTHEAST OF GREENVILLE,
 ED2185'7.0 MILES (11.3 KM) SOUTHWEST OF GREER.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2185'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2185'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED2185'INTERSTATE 385 (EXIT 39) AND STATE ROAD 273 (HAYWOOD ROAD) , 3.4 MILES
 ED2185'(5.5 KM) EAST OF GREENVILLE, GO NORTH ON STATE ROAD 273 FOR 1.5 MILES
 ED2185'(2.4 KM) TO THE JUNCTION OF STATE ROAD 94 (EAST NORTH STREET) , TURN
 ED2185'RIGHT ON STATE ROAD 94 FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE
 ED2185'ROAD 667 (MITCHELL ROAD) , TURN RIGHT ON ROAD 667 FOR 0.45 MILE (0.72
 ED2185'KM) TO THE STATION ON THE RIGHT IN A SIDEWALK IN THE NORTHWEST ANGLE
 ED2185'OF A DRIVEWAY LEADING TO A ONE STORY BRICK HOUSE NUMBER 109. STATION
 ED2185'IS A DISK SET IN A DRILL HOLE IN THE SIDEWALK AND 0.5 FOOT (15.2 CM)
 ED2185'ABOVE THE ROAD, 5.1 FEET (1.6 M) EAST OF POWER POLE NUMBER
 ED2185'40T/100489/42478, 26.2 FEET (8.0 M) WEST OF THE CENTER OF ROAD 667,
 ED2185'15.3 FEET (4.7 M) NORTH OF THE CENTER OF THE DRIVEWAY, 42.6 FEET (13.0
 ED2185'M) SOUTH OF THE CENTER OF A MANHOLE COVER, 36.7 FEET (11.2 M) SOUTH
 ED2185'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE TELEPHONE JUNCTION BOX
 ED2185'NUMBER 151 MR.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23
 ED2185'021.  RECOVERED BY R.P.  MCKEOWN.
 ED2185
 ED2185                          STATION RECOVERY (2004)
 ED2185
 ED2185'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED2185'RECOVERED IN GOOD CONDITION.
 ED2185
 ED2185                          STATION RECOVERY (2005)
 ED2185
 ED2185'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED2185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1132 ***********************************************************************
 ED1132  DESIGNATION -  23 022 AZ MK
 ED1132  PID         -  ED1132
 ED1132  STATE/COUNTY-  SC/GREENVILLE
 ED1132  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED1132
 ED1132                         *CURRENT SURVEY CONTROL
 ED1132  ___________________________________________________________________
 ED1132* NAD 83(2001)-  34 53 27.04168(N)    082 24 15.76274(W)     ADJUSTED  
 ED1132* NAVD 88     -       314.330  (meters)    1031.26   (feet)  ADJUSTED  
 ED1132  ___________________________________________________________________
 ED1132  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ED1132  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 ED1132  DYNAMIC HT  -         314.008 (meters)    1030.21  (feet)  COMP
 ED1132  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 ED1132
 ED1132  HORZ ORDER  -  SECOND
 ED1132  VERT ORDER  -  FIRST     CLASS II
 ED1132
 ED1132.The horizontal coordinates were established by classical geodetic methods
 ED1132.and adjusted by the National Geodetic Survey in March 2004..
 ED1132
 ED1132.The orthometric height was determined by differential leveling
 ED1132.and adjusted by the National Geodetic Survey in June 1991..
 ED1132
 ED1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1132
 ED1132.The geoid height was determined by GEOID03.
 ED1132
 ED1132.The dynamic height is computed by dividing the NAVD 88
 ED1132.geopotential number by the normal gravity value computed on the
 ED1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1132.degrees latitude (g = 980.6199 gals.).
 ED1132
 ED1132.The modeled gravity was interpolated from observed gravity values.
 ED1132
 ED1132;                    North         East     Units Scale Factor Converg.
 ED1132;SPC SC       -   339,958.748   481,228.098   MT  1.00002095   -0 46 42.9
 ED1132;SPC SC       - 1,115,350.22  1,578,832.34   iFT  1.00002095   -0 46 42.9
 ED1132;UTM  17      - 3,861,838.006   371,673.707   MT  0.99980296   -0 48 12.4
 ED1132
 ED1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1132!SPC SC       -   0.99995556  x   1.00002095  =   0.99997651
 ED1132!UTM  17      -   0.99995556  x   0.99980296  =   0.99975853
 ED1132
 ED1132                          SUPERSEDED SURVEY CONTROL
 ED1132
 ED1132  NAD 83(1986)-  34 53 27.04987(N)    082 24 15.76403(W) AD(       ) 2
 ED1132  NAD 27      -  34 53 26.62645(N)    082 24 16.32564(W) AD(       ) 2
 ED1132  NGVD 29 (12/12/91)  314.416  (m)         1031.55   (f) ADJUSTED    1 2
 ED1132
 ED1132.Superseded values are not recommended for survey control.
 ED1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1132.See file dsdata.txt to determine how the superseded data were derived.
 ED1132
 ED1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7167461838(NAD 83)
 ED1132_MARKER: DD = SURVEY DISK
 ED1132_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ED1132_SP_SET: CURB
 ED1132_STAMPING: AZ MK 23 022 1979
 ED1132_MARK LOGO: SCGS  
 ED1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1132+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 ED1132
 ED1132  HISTORY     - Date     Condition        Report By
 ED1132  HISTORY     - 1979     MONUMENTED       SCGS
 ED1132  HISTORY     - 1982     GOOD             SCGS
 ED1132  HISTORY     - 19910618 GOOD             SCGS
 ED1132  HISTORY     - 19921124 GOOD             SCGS
 ED1132  HISTORY     - 20000718 MARK NOT FOUND   SCGS
 ED1132  HISTORY     - 20041019 MARK NOT FOUND   USPSQD
 ED1132
 ED1132                          STATION DESCRIPTION
 ED1132
 ED1132'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1132'THE STATION IS LOCATED ABOUT 4-3/4 KM NORTH OF GREENVILLE, AT THE
 ED1132'NORTH ENTRANCE TO STONE MANUFACTURING COMPANY AND WITHIN THE
 ED1132'RIGHT-OF-WAY OF STATE HIGHWAY 291.
 ED1132'
 ED1132'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND
 ED1132'276 AND STATE HIGHWAY 253 AND 291 IN THE NORTH EDGE OF GREENVILLE.
 ED1132'GO EAST ON HIGHWAY 291 FOR 0.2 KM (0.15 MI) TO THE SECOND
 ED1132'ENTRANCE TO STONE MANUFACTURING COMPANY AND THE STATION ON THE
 ED1132'RIGHT.
 ED1132'
 ED1132'THE STATION IS A STANDARD SCGS DISK
 ED1132'STAMPED---AZ MK 23 022 1979, CEMENTED FLUSH IN A DRILL HOLE IN
 ED1132'A CONCRETE CURB.
 ED1132'IT IS LOCATED
 ED1132'21.30 METERS SOUTH FROM THE CENTERLINE OF HIGHWAY 291,
 ED1132'6.70 METERS WEST FROM THE CURB MEDIAN OF ENTRANCE OF STONE
 ED1132'MANUFACTURING AND
 ED1132'5.80 METERS EAST FROM A UTILITY POLE.
 ED1132'
 ED1132'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED1132'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED1132
 ED1132                          STATION RECOVERY (1982)
 ED1132
 ED1132'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1132'IN SAN SOCI.
 ED1132'THE MARK IS ABOVE LEVEL WITH TOP OF CURB.
 ED1132'AT THE JUNCTION OF STATE HIGHWAYS 253, 291 AND U.S. HIGHWAY 276, SET
 ED1132'IN THE CURBING ALONG THE WEST SIDE OF THE PARKING LOT, 86.3 METERS
 ED1132'(283.0 FEET) NORTH OF THE NORTH CORNER OF THE STONE MANUFACTURING
 ED1132'CORPORATION, 21.0 METERS (69.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 ED1132'HIGHWAY 291 AND 5.9 METERS (19.5 FEET) EAST OF A POWERPOLE WITH
 ED1132'LINES LEADING TO THE PLANT WHICH IS APPROXIMATELY 91.4 METERS (300.0
 ED1132'FEET) SOUTHWEST OF THE JUNCTIONS OF HIGHWAYS 291 AND 253.
 ED1132
 ED1132                          STATION RECOVERY (1991)
 ED1132
 ED1132'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1132'STATION IS LOCATED 2.8 MILES NORTH NORTHWEST OF GREENVILLE.
 ED1132'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1132'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED1132'THE JUNCTION OF U.S. HIGHWAYS 276, 25 AND STATE HIGHWAYS 291, 253
 ED1132'(2.8 MILES NORTH NORTHWEST OF GREENVILLE), GO EAST ON HIGHWAYS 291
 ED1132'AND 253 FOR 0.1 MILE TO THE STATION IN THE CURBING IN THE SOUTHWEST
 ED1132'ANGLE OF THE ENTRANCE DRIVE TO THE STONE MANUFACTURING COMPANY (THE
 ED1132'ENTRANCE HAS A CONCRETE MEDIAN).  STATION IS A DRILL MARK IN CURB,
 ED1132'0.5 FOOT ABOVE THE ENTRANCE DRIVE, 64.0 FEET SOUTH OF THE CENTER OF
 ED1132'THE NORTH END OF THE CONCRETE MEDIAN IN THE ENTRANCE DRIVE, 68.5 FEET
 ED1132'SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 22.0
 ED1132'FEET WEST SOUTHWEST OF THE CENTER OF THE SOUTH END OF THE CONCRETE
 ED1132'MEDIAN IN THE ENTRANCE DRIVE, 19.3 FEET EAST OF A POWER POLE WITH GUY
 ED1132'WIRE AND A SCGS REFERENCE WASHER ATTACHED, 60.9 FEET EAST SOUTHEAST
 ED1132'OF A SECURITY LIGHT POLE (ALSO STREET LIGHT).  NOTE-STATION IS
 ED1132'INTERVISIBLE WITH STATION 23 022.  RECOVERED BY T. HALL.
 ED1132
 ED1132                          STATION RECOVERY (1992)
 ED1132
 ED1132'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1132'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTH NORTHWEST OF GREENVILLE.
 ED1132'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1132'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED1132'JUNCTION OF U.S. HIGHWAYS 276, 25 AND STATE HIGHWAYS 291, 253 (2.8
 ED1132'MILES NORTH NORTHWEST OF GREENVILLE), GO EAST ON HIGHWAYS 291 AND 253
 ED1132'FOR 0.1 MILE (0.2 KM) TO THE STATION IN THE CURBING IN THE SOUTHWEST
 ED1132'ANGLE OF THE ENTRANCE DRIVE TO THE STONE MANUFACTURING COMPANY (THE
 ED1132'ENTRANCE HAS A CONCRETE MEDIAN). STATION IS A DRILL MARK IN CURB, 0.5
 ED1132'FOOT (15.2 CM) ABOVE THE ENTRANCE DRIVE, 64.0 FEET (19.5 M) SOUTH OF
 ED1132'THE CENTER OF THE NORTH END OF THE CONCRETE MEDIAN IN THE ENTRANCE
 ED1132'DRIVE, 68.5 FEET (20.9 M) SOUTHEAST OF THE CENTER OF THE EASTBOUND
 ED1132'LANES OF THE HIGHWAY, 22.0 FEET (6.7 M) WEST SOUTHWEST OF THE CENTER
 ED1132'OF THE SOUTH END OF THE CONCRETE MEDIAN IN THE ENTRANCE DRIVE, 19.3
 ED1132'FEET (5.9 M) EAST OF A POWER POLE WITH GUY WIRE, SECURITY LIGHT AND A
 ED1132'SCGS REFERENCE WASHER ATTACHED, 60.9 FEET (18.6 M) EAST SOUTHEAST OF A
 ED1132'SECURITY LIGHT POLE (ALSO STREET LIGHT). NOTE-STATION IS INTERVISIBLE
 ED1132'WITH STATION 23 022. RECOVERED BY T. HALL.
 ED1132
 ED1132                          STATION RECOVERY (2000)
 ED1132
 ED1132'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1132'NOT RECOVERED, CONCRETE AT ENTRANCE HAS BEEN REMOVED BY NEW
 ED1132'CONSTRUCTION OF A SHIPPING CENTER.  RECOVERY BY D.L.  BRECHLIN.
 ED1132
 ED1132                          STATION RECOVERY (2004)
 ED1132
 ED1132'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2257 ***********************************************************************
 ED2257  DESIGNATION -  23 023
 ED2257  PID         -  ED2257
 ED2257  STATE/COUNTY-  SC/GREENVILLE
 ED2257  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED2257
 ED2257                         *CURRENT SURVEY CONTROL
 ED2257  ___________________________________________________________________
 ED2257* NAD 83(2001)-  34 53 15.10843(N)    082 27 45.92231(W)     ADJUSTED  
 ED2257* NAVD 88     -       328.3    (meters)    1077.     (feet)  VERTCON   
 ED2257  ___________________________________________________________________
 ED2257  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 ED2257  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED2257
 ED2257  HORZ ORDER  -  SECOND
 ED2257
 ED2257.The horizontal coordinates were established by classical geodetic methods
 ED2257.and adjusted by the National Geodetic Survey in March 2004..
 ED2257
 ED2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2257
 ED2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2257
 ED2257.The geoid height was determined by GEOID03.
 ED2257
 ED2257;                    North         East     Units Scale Factor Converg.
 ED2257;SPC SC       -   339,665.059   475,887.038   MT  1.00001972   -0 48 39.4
 ED2257;SPC SC       - 1,114,386.68  1,561,309.18   iFT  1.00001972   -0 48 39.4
 ED2257;UTM  17      - 3,861,546.740   366,333.633   MT  0.99982021   -0 50 12.4
 ED2257
 ED2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2257!SPC SC       -   0.99995336  x   1.00001972  =   0.99997308
 ED2257!UTM  17      -   0.99995336  x   0.99982021  =   0.99977358
 ED2257
 ED2257:                Primary Azimuth Mark                     Grid Az
 ED2257:SPC SC       -  23 023 AZ MK                             131 07 37.5
 ED2257:UTM  17      -  23 023 AZ MK                             131 09 10.5
 ED2257
 ED2257|---------------------------------------------------------------------|
 ED2257| PID    Reference Object                     Distance      Geod. Az  |
 ED2257|                                                           dddmmss.s |
 ED2257| ED2256 23 023 AZ MK                        402.429 METERS 1301858.1 |
 ED2257| ED2259 BEREA WESC TALL 1 OF 3 MAST         404.024 METERS 2504940.4 |
 ED2257|---------------------------------------------------------------------|
 ED2257
 ED2257                          SUPERSEDED SURVEY CONTROL
 ED2257
 ED2257  NAD 83(1986)-  34 53 15.11734(N)    082 27 45.92429(W) AD(       ) 2
 ED2257  NAD 27      -  34 53 14.69095(N)    082 27 46.47727(W) AD(       ) 2
 ED2257  NGVD 29 (07/19/86)  328.4    (m)         1077.     (f) VERT ANG       
 ED2257
 ED2257.Superseded values are not recommended for survey control.
 ED2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2257.See file dsdata.txt to determine how the superseded data were derived.
 ED2257
 ED2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6633461547(NAD 83)
 ED2257_MARKER: DD = SURVEY DISK
 ED2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2257_STAMPING: HORZ STA 23 023 1979
 ED2257_MARK LOGO: SCGS  
 ED2257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2257+STABILITY: SURFACE MOTION
 ED2257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2257+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED2257
 ED2257  HISTORY     - Date     Condition        Report By
 ED2257  HISTORY     - 1979     MONUMENTED       SCGS
 ED2257  HISTORY     - 19921124 GOOD             SCGS
 ED2257  HISTORY     - 20000823 GOOD             SCGS
 ED2257  HISTORY     - 20040702 GOOD             USPSQD
 ED2257  HISTORY     - 20051011 GOOD             USPSQD
 ED2257
 ED2257                          STATION DESCRIPTION
 ED2257
 ED2257'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2257'THE STATION IS LOCATED ABOUT 7-1/4 KM NORTHWEST OF DOWNTOWN
 ED2257'GREENVILLE, 2-3/4 KM EAST OF THE PICKENS COUTNY LINE, ON THE
 ED2257'RIGHT-OF-WAY OF STATE HIGHWAY 183 (CEDAR LANE ROAD).
 ED2257'
 ED2257'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BYPASS
 ED2257'AND STATE HIGHWAY 183 IN NORTHWEST GREENVILLE,
 ED2257'GO SOUTHEAST ON HIGHWAY 183 FOR 0.6 KM
 ED2257'(0.4 MI) TO THE STATION ON THE LEFT.
 ED2257'
 ED2257'THE STATION IS A STANDARD SCGS DISK
 ED2257'STAMPED---HORZ STA 23 023 1979---,
 ED2257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2257'FLUSH WITH GROUND.  IT IS LOCATED
 ED2257'8.3 METERS NORTHWEST FROM THE CENTER OF A FIELD ENTRANCE ROAD,
 ED2257'2.5 METERS SOUTHEAST FROM A GUYED POLE FOR A UTILITY LINE,
 ED2257'1.67 METERS NORTHEAST FROM THE NORTHEAST CURB OF STATE HIGHWAY
 ED2257'183 AND AGAINST THE NORTHEAST EDGE OF SIDEWALK.
 ED2257'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2257'STAMPED---HORZ STA 23 023 1979---,
 ED2257'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2257'
 ED2257'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2257'STAMPED---23 023 SCGS AZ MK 1979---,
 ED2257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2257'FLUSH WITH GROUND.  IT IS LOCATED
 ED2257'10.0 METERS SOUTHEAST FROM THE CENTER OF A DRIVEWAY,
 ED2257'4.5 METERS NORTHWEST FROM THE CENTER OF A DRIVEWAY,
 ED2257'1.17 METERS SOUTHWEST FROM THE SOUTHEAST CURB OF STATE HIGHWAY
 ED2257'183, AND
 ED2257'0.36 METER NORTHEAST FROM THE EDGE OF A SIDEWALK.
 ED2257'
 ED2257'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED
 ED2257'SOUTHEAST FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON
 ED2257'THE RIGHT.
 ED2257'
 ED2257'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2257'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2257
 ED2257                          STATION RECOVERY (1992)
 ED2257
 ED2257'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2257'STATION IS LOCATED 4.6 MILES (7.4 KM) NORTHWEST OF GREENVILLE.
 ED2257'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2257'COLUMBIA, SC 29202, PHONE 803-733-1350. TO REACH THE STATION FROM THE
 ED2257'JUNCTION OF STATE HIGHWAY 183 (FARRS BRIDGE ROAD) AND U.S. HIGHWAY 25
 ED2257'BYPASS (WHITE HORSE ROAD), 5.0 MILES (8.0 KM) NORTHWEST OF GREENVILLE,
 ED2257'GO SOUTHEAST ON HIGHWAY 183 FOR 0.4 MILE (0.6 KM) TO THE STATION ON
 ED2257'THE LEFT NEAR A POWER POLE AND ACROSS THE HIGHWAY FROM THE EASTERN
 ED2257'MOST ENTRANCE DRIVEWAY MARKED BY TWO STONE PILLARS. STATION IS A
 ED2257'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE
 ED2257'THE HIGHWAY, 5.6 FEET (1.7 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 ED2257'CURB OF THE HIGHWAY, 8.2 FEET (2.5 M) SOUTHWEST OF THE POWER LINE STUB
 ED2257'POLE WITH TWO GUY WIRES, 26.7 FEET (8.1 M) NORTHWEST OF THE CENTER OF
 ED2257'THE ENTRANCE DRIVEWAY LEADING NORTHEAST INTO A VACANT LOT, 95.3 FEET
 ED2257'(29.0 M) NORTHEAST OF THE EAST CORNER OF THE SOUTHEAST MOST STONE
 ED2257'PILLAR, 4.7 FEET (1.4 M) SOUTHWEST OF A WITNESS POST. NOTE-MARGINAL
 ED2257'GPS STATION, STATION IS INTERVISIBLE WITH STATION 23 023 AZ MK.
 ED2257'RECOVERED BY T. HALL.
 ED2257
 ED2257                          STATION RECOVERY (2000)
 ED2257
 ED2257'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2257'STATION IS LOCATED 4.6 MILES (7.4 KM) NORTHWEST OF GREENVILLE, 5.6
 ED2257'MILES (9.0 KM) SOUTH OF TRAVELERS REST.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2257'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2257'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2257'25 (WHITE HORSE ROAD) AND STATE HIGHWAY 183 (CEDAR LANE) , 5.0 MILES
 ED2257'(8.0 KM) NORTHWEST OF GREENVILLE, GO SOUTHEAST ON HIGHWAY 183 FOR 0.4
 ED2257'MILE (0.6 KM) TO THE STATION ON THE LEFT BEHIND A CONCRETE SIDEWALK
 ED2257'NEAR A DIM PAVED DRIVEWAY LEADING NORTHEAST. STATION IS A CONCRETE
 ED2257'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 5.1 FEET (1.6
 ED2257'M) NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE CURBING ALONG HIGHWAY
 ED2257'183, 8.1 FEET (2.5 M) SOUTHWEST OF A POWER LINE STUB POLE WITH TWO GUY
 ED2257'WIRES AND A SCGS REFERENCE WASHER ATTACHED, 24.8 FEET (7.6 M)
 ED2257'NORTHWEST OF THE CENTER OF THE DIM PAVED DRIVEWAY, 4.8 FEET (1.5 M)
 ED2257'SOUTHWEST OF A WITNESS POST.
 ED2257
 ED2257                          STATION RECOVERY (2004)
 ED2257
 ED2257'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED2257'RECOVERED IN GOOD CONDITION.
 ED2257
 ED2257                          STATION RECOVERY (2005)
 ED2257
 ED2257'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2256 ***********************************************************************
 ED2256  DESIGNATION -  23 023 AZ MK
 ED2256  PID         -  ED2256
 ED2256  STATE/COUNTY-  SC/GREENVILLE
 ED2256  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED2256
 ED2256                         *CURRENT SURVEY CONTROL
 ED2256  ___________________________________________________________________
 ED2256* NAD 83(2001)-  34 53 06.65903(N)    082 27 33.83849(W)     ADJUSTED  
 ED2256* NAVD 88     -       324.5    (meters)    1065.     (feet)  VERTCON   
 ED2256  ___________________________________________________________________
 ED2256  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ED2256  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED2256
 ED2256  HORZ ORDER  -  SECOND
 ED2256
 ED2256.The horizontal coordinates were established by classical geodetic methods
 ED2256.and adjusted by the National Geodetic Survey in March 2004..
 ED2256
 ED2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2256
 ED2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2256
 ED2256.The geoid height was determined by GEOID03.
 ED2256
 ED2256;                    North         East     Units Scale Factor Converg.
 ED2256;SPC SC       -   339,400.364   476,190.175   MT  1.00001884   -0 48 32.7
 ED2256;SPC SC       - 1,113,518.25  1,562,303.72   iFT  1.00001884   -0 48 32.7
 ED2256;UTM  17      - 3,861,281.961   366,636.590   MT  0.99981921   -0 50 05.3
 ED2256
 ED2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2256!SPC SC       -   0.99995396  x   1.00001884  =   0.99997280
 ED2256!UTM  17      -   0.99995396  x   0.99981921  =   0.99977318
 ED2256
 ED2256:                Primary Azimuth Mark                     Grid Az
 ED2256:SPC SC       -  PARIS MOUNTAIN LOOKOUT TOWER             036 43 20.3
 ED2256:UTM  17      -  PARIS MOUNTAIN LOOKOUT TOWER             036 44 52.9
 ED2256
 ED2256|---------------------------------------------------------------------|
 ED2256| PID    Reference Object                     Distance      Geod. Az  |
 ED2256|                                                           dddmmss.s |
 ED2256| ED2246 PARIS MOUNTAIN LOOKOUT TOWER        APPROX. 7.7 KM 0355447.6 |
 ED2256| ED2257 23 023                              402.429 METERS 3101905.0 |
 ED2256|---------------------------------------------------------------------|
 ED2256
 ED2256                          SUPERSEDED SURVEY CONTROL
 ED2256
 ED2256  NAD 83(1986)-  34 53 06.66790(N)    082 27 33.84048(W) AD(       ) 2
 ED2256  NAD 27      -  34 53 06.24153(N)    082 27 34.39369(W) AD(       ) 2
 ED2256  NGVD 29 (07/19/86)  324.6    (m)         1065.     (f) VERT ANG       
 ED2256
 ED2256.Superseded values are not recommended for survey control.
 ED2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2256.See file dsdata.txt to determine how the superseded data were derived.
 ED2256
 ED2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6663761282(NAD 83)
 ED2256_MARKER: DD = SURVEY DISK
 ED2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2256_STAMPING: AZ MK 23 023 1979
 ED2256_MARK LOGO: SCGS  
 ED2256_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2256+STABILITY: SURFACE MOTION
 ED2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2256+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED2256
 ED2256  HISTORY     - Date     Condition        Report By
 ED2256  HISTORY     - 1979     MONUMENTED       SCGS
 ED2256  HISTORY     - 19921124 GOOD             SCGS
 ED2256  HISTORY     - 20000823 GOOD             SCGS
 ED2256  HISTORY     - 20040702 GOOD             USPSQD
 ED2256  HISTORY     - 20051011 GOOD             USPSQD
 ED2256
 ED2256                          STATION DESCRIPTION
 ED2256
 ED2256'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2256'THE STATION IS LOCATED 7-1/4 KM NORTHWEST OF DOWNTOWN GREENVILLE,
 ED2256'3-1/4 KM EAST OF THE PICKENS COUNTY LINE AND WITHIN THE
 ED2256'RIGHT-OF-WAY OF STATE HIGHWAY 183 (CEDAR LANE RD).
 ED2256'
 ED2256'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BYPASS
 ED2256'(WHITE HORSE ROAD) AND STATE HIGHWAY 183 (CEDAR LANE ROAD) IN THE
 ED2256'NORTHWEST EDGE OF GREENVILLE, GO SOUTHEAST ON HIGHWAY 183 FOR
 ED2256'0.6 KM (0.4 MI) TO THE STATION ON THE LEFT.  CONTINUE SOUTHEAST
 ED2256'FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 ED2256'
 ED2256'THE STATION IS A STANDARD SCGS DISK
 ED2256'STAMPED---AZ MK 23 023 1979---,
 ED2256'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2256'FLUSH WITH GROUND.  IT IS LOCATED
 ED2256'5.2 METERS SOUTHWEST FROM THE CENTER LINE OF THE EASTBOUND LANE
 ED2256'OF STATE HIGHWAY 183,
 ED2256'2.4 METERS NORTH FROM THE NORTHWEST CORNER OF A FENCE,
 ED2256'1.1 METERS NORTHWEST FROM UTILITY POLE Q10, AND
 ED2256'0.4 METER NORTHEAST FROM THE NORTH EDGE OF THE SIDEWALK.
 ED2256'
 ED2256'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2256'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2256
 ED2256                          STATION RECOVERY (1992)
 ED2256
 ED2256'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2256'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTHWEST OF GREENVILLE.
 ED2256'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2256'COLUMBIA, SC 29202, PHONE 803-733-1350. TO REACH THE STATION FROM THE
 ED2256'JUNCTION OF STATE HIGHWAY 183 (FARRS BRIDGE ROAD) AND U.S. HIGHWAY 25
 ED2256'BYPASS (WHITE HORSE ROAD), 5.0 MILES (8.0 KM) NORTHWEST OF GREENVILLE,
 ED2256'GO SOUTHEAST ON HIGHWAY 183 FOR 0.65 MILE (1.05 KM) TO THE STATION ON
 ED2256'THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST RECESSED 0.1
 ED2256'FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 4.9 FEET (1.5
 ED2256'M) SOUTHWEST OF THE NORTHEAST EDGE OF THE CURB OF THE HIGHWAY, 3.5
 ED2256'FEET (1.1 M) NORTHWEST OF THE POWER POLE Q/10 WITH AN ELECTRIC METER
 ED2256'AND A METER BOX ATTACHED, 7.3 FEET (2.2 M) NORTH OF A METAL FENCE
 ED2256'CORNER POST, 0.9 FOOT (27.4 CM) NORTHEAST OF THE NORTHEAST EDGE OF A
 ED2256'SIDEWALK, 94.9 FEET (28.9 M) EAST OF THE SOUTHEAST CORNER OF A
 ED2256'VINYL-SIDED HOUSE WITH A CIRCULAR DRIVEWAY, 3.5 FEET (1.1 M) NORTHWEST
 ED2256'OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH STATION 23 023.
 ED2256'RECOVERED BY T. HALL.
 ED2256
 ED2256                          STATION RECOVERY (2000)
 ED2256
 ED2256'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2256'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTHWEST OF GREENVILLE, 5.8
 ED2256'MILES (9.3 KM) SOUTH OF TRAVELERS REST.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2256'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2256'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2256'25 (WHITE HORSE RD) AND STATE HIGHWAY 183 (CEDAR LANE) , 5.0 MILES
 ED2256'(8.0 KM) NORTHWEST OF GREENVILLE, GO SOUTHEAST ON HIGHWAY 183 FOR 0.65
 ED2256'MILE (1.05 KM) TO THE STATION ON THE RIGHT NEAR THE CONCRETE DRIVEWAY
 ED2256'APRON FOR VINYL SIDED HOUSE NUMBER 109.  STATION IS A CONCRETE POST
 ED2256'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 4.5 FEET (1.4 M)
 ED2256'SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE CURBING ALONG HIGHWAY
 ED2256'183, 14.6 FEET (4.5 M) NORTHWEST OF THE CENTER OF THE CONCRETE
 ED2256'DRIVEWAY, 7.7 FEET (2.3 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF
 ED2256'A 3.0-FOOT TALL WIRE FENCE POST, 2.5 FEET (0.8 M) NORTH NORTHWEST A
 ED2256'POWER POLE NUMBER Q/10, 1.4 FEET (0.4 M) NORTHEAST OF THE NORTHEAST
 ED2256'EDGE OF A CONCRETE SIDEWALK ALONG THE SOUTHWEST SIDE OF HIGHWAY 183,
 ED2256'2.5 FEET (0.8 M) NORTH NORTHEAST OF A WITNESS POST.
 ED2256
 ED2256                          STATION RECOVERY (2004)
 ED2256
 ED2256'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED2256'RECOVERED IN GOOD CONDITION.
 ED2256
 ED2256                          STATION RECOVERY (2005)
 ED2256
 ED2256'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED2256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2889 ***********************************************************************
 FB2889  HT_MOD      -  This is a Height Modernization Survey Station.
 FB2889  DESIGNATION -  23 024
 FB2889  PID         -  FB2889
 FB2889  STATE/COUNTY-  SC/GREENVILLE
 FB2889  USGS QUAD   -  SLATER (1983)
 FB2889
 FB2889                         *CURRENT SURVEY CONTROL
 FB2889  ___________________________________________________________________
 FB2889* NAD 83(2001)-  35 00 33.13918(N)    082 22 31.97635(W)     ADJUSTED  
 FB2889* NAVD 88     -       337.35   (meters)    1106.8    (feet)  GPS OBS   
 FB2889  ___________________________________________________________________
 FB2889  X           -     693,925.313 (meters)                     COMP
 FB2889  Y           -  -5,183,852.420 (meters)                     COMP
 FB2889  Z           -   3,638,878.949 (meters)                     COMP
 FB2889  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 FB2889  ELLIP HEIGHT-         305.96  (meters)          (03/13/03) GPS OBS
 FB2889  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 FB2889
 FB2889  HORZ ORDER  -  FIRST
 FB2889  ELLP ORDER  -  FOURTH    CLASS II
 FB2889
 FB2889.The horizontal coordinates were established by GPS observations
 FB2889.and adjusted by the National Geodetic Survey in March 2003..
 FB2889
 FB2889.The orthometric height was determined by GPS observations and a
 FB2889.high-resolution geoid model using precise GPS observation and
 FB2889.processing techniques.
 FB2889
 FB2889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2889
 FB2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2889
 FB2889.The ellipsoidal height was determined by GPS observations
 FB2889.and is referenced to NAD 83.
 FB2889
 FB2889.The geoid height was determined by GEOID03.
 FB2889
 FB2889;                    North         East     Units Scale Factor Converg.
 FB2889;SPC SC       -   353,053.581   484,037.976   MT  1.00006727   -0 45 45.4
 FB2889;SPC SC       - 1,158,312.27  1,588,051.10   iFT  1.00006727   -0 45 45.4
 FB2889;UTM  17      - 3,874,928.364   374,488.782   MT  0.99979415   -0 47 21.4
 FB2889
 FB2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2889!SPC SC       -   0.99995198  x   1.00006727  =   1.00001924
 FB2889!UTM  17      -   0.99995198  x   0.99979415  =   0.99974614
 FB2889
 FB2889:                Primary Azimuth Mark                     Grid Az
 FB2889:SPC SC       -  GREER FAIRVIEW TANK                      125 47 04.4
 FB2889:UTM  17      -  GREER FAIRVIEW TANK                      125 48 40.4
 FB2889
 FB2889|---------------------------------------------------------------------|
 FB2889| PID    Reference Object                     Distance      Geod. Az  |
 FB2889|                                                           dddmmss.s |
 FB2889| ED2130 GREER FAIRVIEW TANK                 APPROX.12.0 KM 1250119.0 |
 FB2889| ED2246 PARIS MOUNTAIN LOOKOUT TOWER        APPROX. 8.2 KM 2024403.0 |
 FB2889|---------------------------------------------------------------------|
 FB2889
 FB2889                          SUPERSEDED SURVEY CONTROL
 FB2889
 FB2889  NAD 83(1986)-  35 00 33.14986(N)    082 22 31.97803(W) AD(       ) 1
 FB2889  NAD 83(1995)-  35 00 33.13945(N)    082 22 31.97533(W) AD(       ) 1
 FB2889  ELLIP H (04/18/02)  306.00   (m)                       GP(       ) 4 1
 FB2889  NAD 83(1986)-  35 00 33.14986(N)    082 22 31.97803(W) AD(       ) 2
 FB2889  NAD 27      -  35 00 32.73276(N)    082 22 32.55129(W) AD(       ) 2
 FB2889  NGVD 29 (07/19/86)  338.0    (m)         1109.     (f) VERT ANG       
 FB2889
 FB2889.Superseded values are not recommended for survey control.
 FB2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2889.See file dsdata.txt to determine how the superseded data were derived.
 FB2889
 FB2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7448974928(NAD 83)
 FB2889_MARKER: DD = SURVEY DISK
 FB2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2889_STAMPING: HORZ STA 23 024 1979
 FB2889_MARK LOGO: SCGS  
 FB2889_PROJECTION: FLUSH
 FB2889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2889+STABILITY: SURFACE MOTION
 FB2889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2889+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 FB2889
 FB2889  HISTORY     - Date     Condition        Report By
 FB2889  HISTORY     - 1979     MONUMENTED       SCGS
 FB2889  HISTORY     - 19921202 GOOD             SCGS
 FB2889  HISTORY     - 20000830 GOOD             SCGS
 FB2889  HISTORY     - 20040819 GOOD             WOOLPT
 FB2889
 FB2889                          STATION DESCRIPTION
 FB2889
 FB2889'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2889'THE STATION IS LOCATED 18-1/4 KM NORTH OF GREENVILLE,
 FB2889'6-1/2 KM SOUTH
 FB2889'OF TIGERVILLE, 3-1/2 KM NORTHWEST OF THE JUNCTION OF STATE
 FB2889'HIGHWAYS 253 AND 290 IN SANDY FLATS, ALONG THE SOUTH SIDE OF
 FB2889'SAM LANGLEY ROAD, ON THE ROAD RIGHT-OF-WAY AND IN FRONT OF THE HOME
 FB2889'OF MR. LESTOR C. WHITE.
 FB2889'
 FB2889'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 253 AND
 FB2889'290 IN SANDY FLATS, GO NORTH ON HIGHWAY 290 FOR 3.7 KM (2.3 MI) TO THE
 FB2889'SECOND ONE OF TWO ROADS LEFT.  TURN LEFT AND GO SOUTHEAST
 FB2889'ON SAM
 FB2889'LANGLEY ROAD FOR 0.4 KM (0.25 MI) TO THE CREST OF THE HILL AND THE
 FB2889'STATION ON THE LEFT.
 FB2889'
 FB2889'THE STATION IS A STANDARD SCGS DISK
 FB2889'STAMPED---HORZ STA 23 024 1979---,
 FB2889'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2889'FLUSH WITH GROUND.  IT IS LOCATED
 FB2889'18.75 METERS SOUTH-SOUTHWEST FROM THE SOUTH END OF A PIPE UNDER THE
 FB2889'DRIVEWAY,
 FB2889'3.96 METERS EAST-SOUTHEAST FROM THE CENTER OF SAM LANGLEY ROAD,
 FB2889'3.35 METERS NORTH-NORTHEAST FROM  MR. WHITES MAILBOX,
 FB2889'2.13 METERS NORTH-NORTHWEST FROM A WATER METER COVER, AND
 FB2889'0.9 METER EAST-SOUTHEAST FROM THE SOUTH EDGE OF SAM LANGLEY ROAD.
 FB2889'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2889'STAMPED---HORZ STA 23 024 1979---,
 FB2889'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2889'
 FB2889'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB2889'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2889
 FB2889                          STATION RECOVERY (1992)
 FB2889
 FB2889'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2889'STATION IS LOCATED 4.9 MILES (7.9 KM) NORTHEAST OF TRAVELERS REST, 4.0
 FB2889'MILES (6.4 KM) SOUTH OF TIGERVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 FB2889'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB2889'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 253
 FB2889'(MOUNTAIN VIEW ROAD), 290 AND STATE ROAD 140 (KELLER ROAD), 5.9 MILES
 FB2889'(9.5 KM) NORTHEAST OF TRAVELERS REST, GO NORTHWEST ON HIGHWAY 290 FOR
 FB2889'2.05 MILES (3.30 KM) TO THE JUNCTION OF STATE ROAD 343 (SAM LANGLEY
 FB2889'ROAD), TURN LEFT ON ROAD 343 FOR 0.25 MILE (0.40 KM) TO THE STATION ON
 FB2889'THE LEFT NEAR A MAIL BOX FOR HOUSE NUMBER 358. STATION IS A CONCRETE
 FB2889'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 7.0 FEET (2.1 M)
 FB2889'NORTH OF A METAL WATER METER COVER, 13.0 FEET (4.0 M) EAST SOUTHEAST
 FB2889'OF THE CENTER OF THE ROAD, 50.5 FEET (15.4 M) NORTH NORTHEAST OF A
 FB2889'TELEPHONE JUNCTION BOX PED/3, 61.6 FEET (18.8 M) SOUTH SOUTHWEST OF
 FB2889'THE SOUTHWEST END OF A 1.3-FOOT CONCRETE PIPE CULVERT BENEATH A GRAVEL
 FB2889'DRIVEWAY LEADING TO HOUSE NUMBER 358, 97.1 FEET (29.6 M) WEST OF THE
 FB2889'NORTHWEST CORNER OF THE HOUSE. NOTE-MARGINAL GPS STATION. RECOVERED BY
 FB2889'T. HALL.
 FB2889
 FB2889                          STATION RECOVERY (2000)
 FB2889
 FB2889'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2889'STATION IS LOCATED 10.7 MILES (17.2 KM) NORTH OF GREENVILLE, 4.2 MILES
 FB2889'(6.8 KM) SOUTH OF TIGERVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB2889'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2889'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB2889'HIGHWAYS 253, 290 AND STATE ROAD 140 (KELLER ROAD) , 6.0 MILES (9.7
 FB2889'KM) NORTHEAST OF TRAVELERS REST, GO NORTHWEST ON HIGHWAY 290 FOR 2.0
 FB2889'MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 343 (SAM LANGLEY ROAD) ,
 FB2889'TURN LEFT ON ROAD 343 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE
 FB2889'LEFT IN THE FRONT YARD OF VINYL-SIDED HOUSE NUMBER 358. STATION IS A
 FB2889'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 13.4
 FB2889'FEET (4.1 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 7.1 FEET (2.2
 FB2889'M) NORTH OF A WATER METER COVER, 50.8 FEET (15.5 M) NORTH NORTHEAST OF
 FB2889'A TELEPHONE JUNCTION BOX PED 3, 61.7 FEET (18.8 M) SOUTH SOUTHWEST OF
 FB2889'THE SOUTH END OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY
 FB2889'LEADING HOUSE NUMBER 358.  RECOVERED BY R.P. MCKEOWN.
 FB2889
 FB2889                          STATION RECOVERY (2004)
 FB2889
 FB2889'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 FB2889'RECOVERED AS DESCRIBED- JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2884 ***********************************************************************
 FB2884  DESIGNATION -  23 025
 FB2884  PID         -  FB2884
 FB2884  STATE/COUNTY-  SC/GREENVILLE
 FB2884  USGS QUAD   -  TIGERVILLE (1983)
 FB2884
 FB2884                         *CURRENT SURVEY CONTROL
 FB2884  ___________________________________________________________________
 FB2884* NAD 83(2001)-  35 00 53.01393(N)    082 19 46.85043(W)     ADJUSTED  
 FB2884* NAVD 88     -       299.6    (meters)     983.     (feet)  VERTCON   
 FB2884  ___________________________________________________________________
 FB2884  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 FB2884  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 FB2884
 FB2884  HORZ ORDER  -  SECOND
 FB2884
 FB2884.The horizontal coordinates were established by classical geodetic methods
 FB2884.and adjusted by the National Geodetic Survey in March 2004..
 FB2884
 FB2884.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2884
 FB2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2884
 FB2884.The geoid height was determined by GEOID03.
 FB2884
 FB2884;                    North         East     Units Scale Factor Converg.
 FB2884;SPC SC       -   353,611.252   488,232.545   MT  1.00006954   -0 44 13.8
 FB2884;SPC SC       - 1,160,141.90  1,601,812.81   iFT  1.00006954   -0 44 13.8
 FB2884;UTM  17      - 3,875,483.955   378,682.429   MT  0.99978139   -0 45 47.0
 FB2884
 FB2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2884!SPC SC       -   0.99995791  x   1.00006954  =   1.00002744
 FB2884!UTM  17      -   0.99995791  x   0.99978139  =   0.99973930
 FB2884
 FB2884:                Primary Azimuth Mark                     Grid Az
 FB2884:SPC SC       -  23 025 AZ MK                             134 27 04.7
 FB2884:UTM  17      -  23 025 AZ MK                             134 28 37.9
 FB2884
 FB2884|---------------------------------------------------------------------|
 FB2884| PID    Reference Object                     Distance      Geod. Az  |
 FB2884|                                                           dddmmss.s |
 FB2884| FB2880 23 025 AZ MK                        472.831 METERS 1334250.9 |
 FB2884| FB2879 23 025 AZ MK PTA                    479.449 METERS 1334242.9 |
 FB2884|---------------------------------------------------------------------|
 FB2884
 FB2884                          SUPERSEDED SURVEY CONTROL
 FB2884
 FB2884  NAD 83(1986)-  35 00 53.02389(N)    082 19 46.85149(W) AD(       ) 2
 FB2884  NAD 27      -  35 00 52.60782(N)    082 19 47.42947(W) AD(       ) 2
 FB2884  NGVD 29 (07/19/86)  299.7    (m)          983.     (f) VERT ANG       
 FB2884
 FB2884.Superseded values are not recommended for survey control.
 FB2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2884.See file dsdata.txt to determine how the superseded data were derived.
 FB2884
 FB2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7868275484(NAD 83)
 FB2884_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2884_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2884+STABILITY: SURFACE MOTION
 FB2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2884+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 FB2884
 FB2884  HISTORY     - Date     Condition        Report By
 FB2884  HISTORY     - 1979     MONUMENTED       SCGS
 FB2884  HISTORY     - 20000830 MARK NOT FOUND   SCGS
 FB2884
 FB2884                          STATION DESCRIPTION
 FB2884
 FB2884'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2884'THE STATION IS LOCATED 19-1/2 KM NORTH-NORTHEAST OF
 FB2884'GREENVILLE, 11-1/4 KM
 FB2884'NORTHWEST OF GREER, 7-1/4 KM SOUTH-SOUTHEAST OF TIGERVILLE,
 FB2884'3-1/4 KM NORTH-NORTHEAST OF SAND FLAT, IN THE NORTHEAST ANGLE OF
 FB2884'THE INTERSECTION OF KELLER AND CROCE MEADOW
 FB2884'ROADS.
 FB2884'
 FB2884'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 253
 FB2884'AND 290 IN SANDY FLAT, GO NORTHWEST ON HIGHWAY 290 FOR
 FB2884'0.3 KM (0.2 MI) TO A FORK.
 FB2884'KEEP RIGHT FORK FOR 30 METERS TO A
 FB2884'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY ROAD
 FB2884'3-23-140 FOR 3.1 KM (1.9 MI)
 FB2884'TO A CROSS ROAD AND A GRAVEL ROAD STRAIGHT
 FB2884'AHEAD.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND
 FB2884'GO SOUTHEAST ON COUNTY
 FB2884'ROAD S-23-92 FOR 0.5 KM (0.3 MI) TO THE MARK ON
 FB2884'THE LEFT.)  CONTINUE ACROSS THE INTERSECTION TO THE STATION ON THE
 FB2884'LEFT.
 FB2884'
 FB2884'THE STATION IS A STANDARD SCGS DISK
 FB2884'STAMPED---HORZ STA 23 025 1979---,
 FB2884'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2884'FLUSH WITH GROUND.  IT IS LOCATED
 FB2884'24.1 METERS NORTH-NORTHWEST FROM A FIRE HYDRANT,
 FB2884'10.7 METERS NORTHWEST FROM THE CENTER OF KELLER ROAD, WHICH IS A
 FB2884'GRAVEL ROAD,
 FB2884'7.6 METERS NORTHEAST FROM THE CENTER OF ROAD S-23-92 (GROCE MEADOW
 FB2884'ROAD),
 FB2884'1.2 METERS SOUTHEAST FROM A METAL WITNESS POST, AND
 FB2884'1.10 METERS NORTHWEST FROM A TELEPHONE JUNCTION BOX NUMBER 37.
 FB2884'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2884'STAMPED---HORZ STA 23 025 1979---,
 FB2884'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 FB2884'
 FB2884'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB2884'STAMPED---AZ MK 23 025 1979---,
 FB2884'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2884'FLUSH WITH GROUND.  IT IS LOCATED
 FB2884'6.1 METERS NORTHEAST FROM THE CENTER OF COUNTY ROAD S-23-92 (GROCE
 FB2884'MEADOW ROAD),
 FB2884'2.68 METERS SOUTH FROM TELEPHONE JUNCTION BOX 31,
 FB2884'2.59 METERS SOUTH FROM A UTILITY POLE NUMBERED 74, AND
 FB2884'1.2 METERS NORTHWEST FROM A METAL WITNESS POST.
 FB2884'
 FB2884'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2884'NO REFERENCE MARKS WERE SET AT THIS TIME.
 FB2884
 FB2884                          STATION RECOVERY (2000)
 FB2884
 FB2884'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2884'NOT RECOVERED, MEASUREMENTS LED TO CRATER, MARK PRESUMED DESTROYED BY
 FB2884'RECENT UTILITY WORK.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2880 ***********************************************************************
 FB2880  DESIGNATION -  23 025 AZ MK
 FB2880  PID         -  FB2880
 FB2880  STATE/COUNTY-  SC/GREENVILLE
 FB2880  USGS QUAD   -  TIGERVILLE (1983)
 FB2880
 FB2880                         *CURRENT SURVEY CONTROL
 FB2880  ___________________________________________________________________
 FB2880* NAD 83(2001)-  35 00 42.41061(N)    082 19 33.37097(W)     ADJUSTED  
 FB2880* NAVD 88     -       298.1    (meters)     978.     (feet)  VERTCON   
 FB2880  ___________________________________________________________________
 FB2880  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 FB2880  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 FB2880
 FB2880  HORZ ORDER  -  SECOND
 FB2880
 FB2880.The horizontal coordinates were established by classical geodetic methods
 FB2880.and adjusted by the National Geodetic Survey in March 2004..
 FB2880
 FB2880.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2880
 FB2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2880
 FB2880.The geoid height was determined by GEOID03.
 FB2880
 FB2880;                    North         East     Units Scale Factor Converg.
 FB2880;SPC SC       -   353,280.104   488,570.096   MT  1.00006833   -0 44 06.4
 FB2880;SPC SC       - 1,159,055.46  1,602,920.26   iFT  1.00006833   -0 44 06.4
 FB2880;UTM  17      - 3,875,152.751   379,019.734   MT  0.99978038   -0 45 39.0
 FB2880
 FB2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2880!SPC SC       -   0.99995814  x   1.00006833  =   1.00002647
 FB2880!UTM  17      -   0.99995814  x   0.99978038  =   0.99973853
 FB2880
 FB2880                          SUPERSEDED SURVEY CONTROL
 FB2880
 FB2880  NAD 83(1986)-  35 00 42.42065(N)    082 19 33.37203(W) AD(       ) 2
 FB2880  NAD 27      -  35 00 42.00432(N)    082 19 33.95035(W) AD(       ) 2
 FB2880  NGVD 29 (07/19/86)  298.2    (m)          978.     (f) VERT ANG       
 FB2880
 FB2880.Superseded values are not recommended for survey control.
 FB2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2880.See file dsdata.txt to determine how the superseded data were derived.
 FB2880
 FB2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7902075153(NAD 83)
 FB2880_MARKER: DD = SURVEY DISK
 FB2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2880_STAMPING: AZ MK 23 025 1979
 FB2880_MARK LOGO: SCGS  
 FB2880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2880+STABILITY: SURFACE MOTION
 FB2880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2880+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 FB2880
 FB2880  HISTORY     - Date     Condition        Report By
 FB2880  HISTORY     - 1979     MONUMENTED       SCGS
 FB2880  HISTORY     - 20000830 GOOD             SCGS
 FB2880
 FB2880                          STATION DESCRIPTION
 FB2880
 FB2880'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2880'THE STATION IS LOCATED 19-1/2 KM NORTH-NORTHEAST OF
 FB2880'GREENVILLE, 11-1/4 KM
 FB2880'NORTHWEST OF GREER, 8 KM SOUTH-SOUTHEAST OF TIGERVILLE,
 FB2880'3-1/4 KM NORTH OF THE JUNCTION OF STATE HIGHWAYS 253 AND 290 IN
 FB2880'SANDY FLAT, 1/2 KM SOUTHEAST OF THE JUNCTION OF COUNTY ROADS
 FB2880'S-23-92 (GROCE MEADOW ROAD) AND S-23-140 (KELLER ROAD),
 FB2880'ALONG THE NORTHEAST SIDE OF S-23-92, AND ACROSS THE ROAD FROM A
 FB2880'ONE STORY TAN BRICK HOUSE.
 FB2880'
 FB2880'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 253
 FB2880'AND 290 IN SANDY FLAT, GO NORTHWEST ON HIGHWAY 290 FOR
 FB2880'0.3 KM (0.2 MI) TO A FORK.
 FB2880'KEEP RIGHT FORK FOR 30 METERS TO A SIDE ROAD RIGHT.
 FB2880'TURN RIGHT AND GO NORTH
 FB2880'ON COUNTY ROAD S-23-140 FOR 3.1 KM (1.9 MI) TO
 FB2880'THE CROSS ROAD.  TURN RIGHT AND GO SOUTHEAST ON COUNTY ROAD
 FB2880'S-23-92 (GROCE MEADOW ROAD)
 FB2880'FOR 0.5 KM (0.3 MI) TO A ONE STORY TAN BRICK
 FB2880'HOUSE ON THE RIGHT AND THE MARK ON THE LEFT.
 FB2880'
 FB2880'THE STATION IS A STANDARD SCGS DISK
 FB2880'STAMPED---AZ MK 23 025 1979---,
 FB2880'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2880'FLUSH WITH GROUND.  IT IS LOCATED
 FB2880'6.1 METERS NORTHEAST FROM THE CENTER OF ROAD S-23-92,
 FB2880'2.68 METERS SOUTH FROM TELEPHONE JUNCTION BOX 31,
 FB2880'2.59 METERS SOUTH FROM A UTILITY POLE NUMBERED 74, AND
 FB2880'1.2 METERS NORTHWEST FROM A METAL WITNESS POST.
 FB2880'
 FB2880'NO REFERENCE ESTABLISHED AT THIS TIME.
 FB2880'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2880
 FB2880                          STATION RECOVERY (2000)
 FB2880
 FB2880'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB2880'STATION IS LOCATED 4.6 MILES (7.4 KM) SOUTHEAST OF TIGERVILLE, 11.6
 FB2880'MILES (18.7 KM) NORTH NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 FB2880'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2880'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB2880'HIGHWAYS 253, 290, AND STATE ROAD 140 (KELLER ROAD) , 6.0 MILES (9.7
 FB2880'KM) NORTHEAST OF TRAVELERS REST, GO EAST NORTHEAST ON ROAD 140 FOR 2.0
 FB2880'MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 92 (GROCE MEADOW ROAD) ,
 FB2880'TURN RIGHT ON ROAD 92 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT
 FB2880'NEAR A TELEPHONE JUNCTION BOX AND A POWER LINE STUB POLE. STATION IS A
 FB2880'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 20.2 FEET
 FB2880'(6.2 M) NORTHEAST OF THE CENTER OF THE ROAD, 7.8 FEET (2.4 M) SOUTH
 FB2880'SOUTHWEST OF TELEPHONE JUNCTION BOX NUMBER 1455, 17.0 FEET (5.2 M)
 FB2880'SOUTHEAST OF THE SOUTH END OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH
 FB2880'A FIELD ACCESS ROAD, 59.6 FEET (18.2 M) SOUTHEAST OF A POWER POLE WITH
 FB2880'THREE GUY WIRES, 4.0 FEET (1.2 M) NORTHWEST OF A WITNESS POST.
 FB2880'RECOVERED BY R.P.  MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2147 ***********************************************************************
 ED2147  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2147  DESIGNATION -  23 026
 ED2147  PID         -  ED2147
 ED2147  STATE/COUNTY-  SC/GREENVILLE
 ED2147  USGS QUAD   -  TAYLORS (1983)
 ED2147
 ED2147                         *CURRENT SURVEY CONTROL
 ED2147  ___________________________________________________________________
 ED2147* NAD 83(2001)-  34 58 24.81045(N)    082 19 22.28782(W)     ADJUSTED  
 ED2147* NAVD 88     -       314.53   (meters)    1031.9    (feet)  GPS OBS   
 ED2147  ___________________________________________________________________
 ED2147  X           -     698,992.752 (meters)                     COMP
 ED2147  Y           -  -5,185,441.134 (meters)                     COMP
 ED2147  Z           -   3,635,625.883 (meters)                     COMP
 ED2147  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 ED2147  ELLIP HEIGHT-         283.13  (meters)          (03/13/03) GPS OBS
 ED2147  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 ED2147
 ED2147  HORZ ORDER  -  FIRST
 ED2147  ELLP ORDER  -  FOURTH    CLASS II
 ED2147
 ED2147.The horizontal coordinates were established by GPS observations
 ED2147.and adjusted by the National Geodetic Survey in March 2003..
 ED2147
 ED2147.The orthometric height was determined by GPS observations and a
 ED2147.high-resolution geoid model using precise GPS observation and
 ED2147.processing techniques.
 ED2147
 ED2147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2147
 ED2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2147
 ED2147.The ellipsoidal height was determined by GPS observations
 ED2147.and is referenced to NAD 83.
 ED2147
 ED2147.The geoid height was determined by GEOID03.
 ED2147
 ED2147;                    North         East     Units Scale Factor Converg.
 ED2147;SPC SC       -   349,036.198   488,796.817   MT  1.00005287   -0 44 00.2
 ED2147;SPC SC       - 1,145,131.88  1,603,664.10   iFT  1.00005287   -0 44 00.2
 ED2147;UTM  17      - 3,870,909.935   379,244.514   MT  0.99977972   -0 45 30.1
 ED2147
 ED2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2147!SPC SC       -   0.99995556  x   1.00005287  =   1.00000843
 ED2147!UTM  17      -   0.99995556  x   0.99977972  =   0.99973529
 ED2147
 ED2147:                Primary Azimuth Mark                     Grid Az
 ED2147:SPC SC       -  23 026 AZ MK                             255 20 21.4
 ED2147:UTM  17      -  23 026 AZ MK                             255 21 51.3
 ED2147
 ED2147|---------------------------------------------------------------------|
 ED2147| PID    Reference Object                     Distance      Geod. Az  |
 ED2147|                                                           dddmmss.s |
 ED2147| ED2149 23 026 AZ MK                        490.838 METERS 2543621.2 |
 ED2147| ED2148 23 026 AZ MK PTA                    485.411 METERS 2543600.9 |
 ED2147|---------------------------------------------------------------------|
 ED2147
 ED2147                          SUPERSEDED SURVEY CONTROL
 ED2147
 ED2147  NAD 83(1986)-  34 58 24.82045(N)    082 19 22.28887(W) AD(       ) 1
 ED2147  NAD 83(1995)-  34 58 24.81083(N)    082 19 22.28645(W) AD(       ) 1
 ED2147  ELLIP H (04/18/02)  283.18   (m)                       GP(       ) 4 1
 ED2147  NAD 83(1986)-  34 58 24.82022(N)    082 19 22.28751(W) AD(       ) 2
 ED2147  NAD 27      -  34 58 24.40084(N)    082 19 22.86607(W) AD(       ) 2
 ED2147  NGVD 29 (07/19/86)  315.2    (m)         1034.     (f) VERT ANG       
 ED2147
 ED2147.Superseded values are not recommended for survey control.
 ED2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2147.See file dsdata.txt to determine how the superseded data were derived.
 ED2147
 ED2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7924570910(NAD 83)
 ED2147_MARKER: DD = SURVEY DISK
 ED2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2147_STAMPING: HORZ STA 23 026 1979
 ED2147_MARK LOGO: SCGS  
 ED2147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2147+STABILITY: SURFACE MOTION
 ED2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2147+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 ED2147
 ED2147  HISTORY     - Date     Condition        Report By
 ED2147  HISTORY     - 1979     MONUMENTED       SCGS
 ED2147  HISTORY     - 19921207 GOOD             SCGS
 ED2147  HISTORY     - 20000830 GOOD             SCGS
 ED2147
 ED2147                          STATION DESCRIPTION
 ED2147
 ED2147'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2147'THE STATION IS LOCATED ABOUT 16 KM NORTHEAST OF GREENVILLE,
 ED2147'9-1/2 NORTHWEST OF GREER, 2-1/2 KM SOUTHEAST OF THE JUNCTION
 ED2147'OF STATE HIGHWAYS 253 AND 290 IN SANDY FLAT AND IN THE FRONT YARD
 ED2147'OF THE CAROLINA PLASTICS INC. OF GREER.
 ED2147'
 ED2147'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 253 AND
 ED2147'290, IN SANDY FLAT, GO SOUTHEAST ON HIGHWAY 290 FOR 1.6 KM (1.0 MI)
 ED2147'TO THE DOUBLE SPRINGS BAPTIST CHURCH ON THE LEFT.  CONTINUE AHEAD
 ED2147'FOR 1.0 KM (0.6 MI) TO A DRIVEWAY RIGHT LEADING TO A TWO STORY
 ED2147'HOUSE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.2
 ED2147'KM (0.15 MI) TO AN OFFSET CROSSROAD.  TURN LEFT AND GO NORTHEAST
 ED2147'ON DARBY ROAD FOR 0.5 KM (0.3 MI) TO HIGH GROUND AND THE STATION
 ED2147'ON RIGHT.
 ED2147'
 ED2147'THE STATION IS A STANDARD SCGS DISK
 ED2147'STAMPED---HORZ STA 23 026 1979---,
 ED2147'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2147'FLUSH WITH GROUND.  IT IS LOCATED
 ED2147'17.37 METERS WEST-SOUTHWEST FROM A 46 CM PINE TREE,
 ED2147'15.85 METERS SOUTHEAST FROM A UTILITY POLE ACROSS ROAD,
 ED2147'6.10 METERS SOUTH-SOUTHEAST FROM THE CENTER OF A PAVED ROAD,
 ED2147'AND
 ED2147'2.23 METERS EAST-NORTHEAST FROM A WATER METER COVER.
 ED2147'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2147'STAMPED---HORZ STA 23 026 1979---,
 ED2147'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2147'
 ED2147'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2147'STAMPED---AZ MK 23 026 1979---,
 ED2147'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2147'FLUSH WITH GROUND.  IT IS LOCATED
 ED2147'9.8 METERS SOUTHEAST FROM THE CENTER OF THE ROAD,
 ED2147'4.6 METERS NORTHWEST FROM THE CENTER OF DRIVEWAY,
 ED2147'1.2 METERS SOUTHEAST FROM A METAL WITNESS POST, AND
 ED2147'1.1 METERS NORTHEAST FROM UTILITY POLE 271/2.
 ED2147'
 ED2147'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2147'NO REFERENCE MARKS WERE ESTABLISHED.
 ED2147
 ED2147                          STATION RECOVERY (1992)
 ED2147
 ED2147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2147'STATION IS LOCATED 6.4 MILES (10.3 KM) NORTHWEST OF GREER, 6.7 MILES
 ED2147'(10.8 KM) EAST OF TRAVELERS REST. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2147'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2147'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 290
 ED2147'(LOCUST HILL ROAD) AND 253, 5.8 MILES (9.3 KM) NORTHEAST OF TRAVELERS
 ED2147'REST, GO SOUTH SOUTHEAST ON HIGHWAY 290 FOR 1.75 MILE (2.82 KM) TO THE
 ED2147'JUNCTION OF STATE ROAD 156 (EAST DARBY ROAD) RIGHT AND EAST DARBY ROAD
 ED2147'LEFT, TURN LEFT ON EAST DARBY ROAD FOR 0.25 MILE (0.40 KM) TO THE
 ED2147'STATION ON THE RIGHT NEAR A CHAIN LINK FENCE LINE. STATION IS A
 ED2147'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 19.6 FEET
 ED2147'(6.0 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 1.2 FEET (0.4 M)
 ED2147'NORTH NORTHWEST OF THE FENCE LINE, 31.9 FEET (9.7 M) SOUTHWEST OF THE
 ED2147'EXTENDED CENTER OF DARBY ROAD, 57.3 FEET (17.5 M) SOUTHWEST OF A
 ED2147'2.0-FOOT PINE TREE, 96.6 FEET (29.4 M) NORTHEAST OF THE NORTHEAST END
 ED2147'OF A 1.3-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO
 ED2147'DILLARD EXCAVATING COMPANY, 2.4 FEET (0.7 M) NORTH NORTHEAST OF A
 ED2147'WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH STATION 23 026 AZ
 ED2147'MK. RECOVERED BY T. HALL.
 ED2147
 ED2147                          STATION RECOVERY (2000)
 ED2147
 ED2147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2147'STATION IS LOCATED 9.25 MILES (14.89 KM) NORTH NORTHEAST OF
 ED2147'GREENVILLE, 5.9 MILES (9.5 KM) WEST NORTHWEST OF GREER.
 ED2147'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED2147'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED2147'JUNCTION OF STATE HIGHWAYS 253 AND 290 (LOCUST HILL ROAD) , 5.5 MILES
 ED2147'(8.9 KM) NORTHEAST OF TRAVELERS REST, GO SOUTH SOUTHEAST ON HIGHWAY
 ED2147'290 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF STATE ROAD 156 (EAST
 ED2147'DARBY ROAD) RIGHT AND A PAVED ROAD LEFT (EAST DARBY ROAD) , TURN LEFT
 ED2147'ON ROAD 156 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE RIGHT NEAR A
 ED2147'CHAIN LINK FENCE LINE SURROUNDING DILLARD EXCAVATING COMPANY.  STATION
 ED2147'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 20.2
 ED2147'FEET (6.2 M) SOUTHEAST OF THE CENTER OF THE ROAD, 1.3 FEET (0.4 M)
 ED2147'NORTH NORTHWEST OF THE FENCE LINE, 7.5 FEET (2.3 M) NORTHEAST OF A
 ED2147'METAL WATER METER COVER, 27.6 FEET (8.4 M) SOUTHWEST OF THE EXTENDED
 ED2147'CENTER OF ROAD 44 (DARBY ROAD) , 57.3 FEET (17.5 M) SOUTHWEST OF A
 ED2147'1.6-FOOT LONE PINE TREE, 2.6 FEET (0.8 M) NORTH NORTHEAST OF A WITNESS
 ED2147'POST.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2149 ***********************************************************************
 ED2149  DESIGNATION -  23 026 AZ MK
 ED2149  PID         -  ED2149
 ED2149  STATE/COUNTY-  SC/GREENVILLE
 ED2149  USGS QUAD   -  TAYLORS (1983)
 ED2149
 ED2149                         *CURRENT SURVEY CONTROL
 ED2149  ___________________________________________________________________
 ED2149* NAD 83(2001)-  34 58 20.58194(N)    082 19 40.94357(W)     ADJUSTED  
 ED2149* NAVD 88     -       310.9    (meters)    1020.     (feet)  VERTCON   
 ED2149  ___________________________________________________________________
 ED2149  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 ED2149  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 ED2149
 ED2149  HORZ ORDER  -  SECOND
 ED2149
 ED2149.The horizontal coordinates were established by classical geodetic methods
 ED2149.and adjusted by the National Geodetic Survey in March 2004..
 ED2149
 ED2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2149
 ED2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2149
 ED2149.The geoid height was determined by GEOID03.
 ED2149
 ED2149;                    North         East     Units Scale Factor Converg.
 ED2149;SPC SC       -   348,911.962   488,321.935   MT  1.00005240   -0 44 10.6
 ED2149;SPC SC       - 1,144,724.28  1,602,106.09   iFT  1.00005240   -0 44 10.6
 ED2149;UTM  17      - 3,870,785.941   378,769.708   MT  0.99978113   -0 45 40.7
 ED2149
 ED2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2149!SPC SC       -   0.99995612  x   1.00005240  =   1.00000852
 ED2149!UTM  17      -   0.99995612  x   0.99978113  =   0.99973726
 ED2149
 ED2149                          SUPERSEDED SURVEY CONTROL
 ED2149
 ED2149  NAD 83(1986)-  34 58 20.59168(N)    082 19 40.94307(W) AD(       ) 2
 ED2149  NAD 27      -  34 58 20.17220(N)    082 19 41.52108(W) AD(       ) 2
 ED2149  NGVD 29 (07/19/86)  311.0    (m)         1020.     (f) VERT ANG       
 ED2149
 ED2149.Superseded values are not recommended for survey control.
 ED2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2149.See file dsdata.txt to determine how the superseded data were derived.
 ED2149
 ED2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7877070786(NAD 83)
 ED2149_MARKER: DD = SURVEY DISK
 ED2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2149_STAMPING: AZ MK 23 026 1979
 ED2149_MARK LOGO: SCGS  
 ED2149_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2149+STABILITY: SURFACE MOTION
 ED2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2149+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 ED2149
 ED2149  HISTORY     - Date     Condition        Report By
 ED2149  HISTORY     - 1979     MONUMENTED       SCGS
 ED2149  HISTORY     - 19921207 GOOD             SCGS
 ED2149  HISTORY     - 20000830 GOOD             SCGS
 ED2149
 ED2149                          STATION DESCRIPTION
 ED2149
 ED2149'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2149'THE STATION IS LOCATED ABOUT 16 KM NORTHEAST OF GREENVILLE, 9-3/4
 ED2149'KM NORTHWEST OF GREER, 2-1/4 KM SOUTHEAST OF THE JUNCTION OF
 ED2149'STATE HIGHWAYS 253 AND 290 IN SANDY FLAT, ABOUT 61 METERS
 ED2149'NORTHWEST OF DARBY ROAD, AND ON HIGHWAY RIGHT-OF-WAY.
 ED2149'
 ED2149'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 253 AND
 ED2149'290 IN SANDY FLAT, GO SOUTHEAST ON 290 FOR 1.6 KM (1.0 MI) TO
 ED2149'THE DOUBLE SPRINGS BAPTIST CHURCH ON THE LEFT.  CONTINUE AHEAD
 ED2149'FOR 1.0 KM (0.6 MI) TO A DRIVEWAY RIGHT LEADING TO A TWO STORY
 ED2149'HOUSE AND THE STATION MARK ON THE RIGHT.
 ED2149'
 ED2149'THE STATION IS A STANDARD SCGS DISK
 ED2149'STAMPED---AZ MK 23 026 1979---,
 ED2149'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2149'FLUSH WITH GROUND.  IT IS LOCATED
 ED2149'9.8 METERS SOUTHWEST FROM THE CENTER OF STATE HIGHWAY 290,
 ED2149'4.6 METERS NORTHWEST FROM THE CENTER OF THE DRIVEWAY AND
 ED2149'1.2 METERS SOUTHEAST FROM A METAL WITNESS POST, AND
 ED2149'1.13 METERS NORTHEAST FROM A UTILITY POLE 271/2.
 ED2149'
 ED2149'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2149'NO REFERENCE MARKS WERE ESTABLISED.
 ED2149
 ED2149                          STATION RECOVERY (1992)
 ED2149
 ED2149'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2149'STATION IS LOCATED 6.6 MILES (10.6 KM) NORTHWEST OF GREER, 6.4 MILES
 ED2149'(10.3 KM) EAST OF TRAVELERS REST. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2149'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2149'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 290
 ED2149'(LOCUST HILL ROAD) AND 253, 5.8 MILES (9.3 KM) NORTHEAST OF TRAVELERS
 ED2149'REST, GO SOUTH SOUTHEAST ON HIGHWAY 290 FOR 1.65 MILE (2.66 KM) TO THE
 ED2149'STATION NEAR A POWER POLE IN THE WEST ANGLE OF A DRIVEWAY LEADING TO A
 ED2149'TWO-STORY WOODEN HOUSE, 0.1 MILE (0.2 KM) NORTHWEST OF THE JUNCTION OF
 ED2149'STATE ROAD 156 (EAST DARBY ROAD). STATION IS A CONCRETE POST RECESSED
 ED2149'0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 31.7 FEET
 ED2149'(9.7 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 7.6 FEET (2.3 M) WEST
 ED2149'OF THE NORTHWEST END OF A 1.3-FOOT CONCRETE PIPE CULVERT BENEATH THE
 ED2149'DRIVEWAY, 15.5 FEET (4.7 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY,
 ED2149'3.3 FEET (1.0 M) NORTHWEST OF THE POWER POLE NUMBER 27 WITH GUY WIRE,
 ED2149'4.1 FEET (1.2 M) SOUTH SOUTHEAST OF A WITNESS POST. NOTE-STATION IS
 ED2149'NOT INTERVISIBLE WITH STATION 23 026. RECOVERED BY T. HALL.
 ED2149
 ED2149                          STATION RECOVERY (2000)
 ED2149
 ED2149'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2149'STATION IS LOCATED 9.2 MILES (14.8 KM) NORTH NORTHEAST OF GREENVILLE,
 ED2149'6.0 MILES (9.7 KM) WEST NORTHWEST OF GREER.  OWNERSHIP--SCDOT,
 ED2149'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2149'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2149'HIGHWAYS 253 AND 290 (LOCUST HILL ROAD) , 5.5 MILES (8.9 KM) NORTHEAST
 ED2149'OF TRAVELERS REST, GO SOUTHEAST ON HIGHWAY 290 FOR 1.6 MILES (2.6 KM)
 ED2149'TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE WEST ANGLE OF AN
 ED2149'ASPHALT DRIVEWAY LEADING TO A TWO STORY WOODEN HOUSE.  STATION IS A
 ED2149'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE
 ED2149'ROAD, 32.6 FEET (9.9 M) SOUTHWEST OF THE CENTER OF THE ROAD, 15.6 FEET
 ED2149'(4.8 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY, 8.0 FEET (2.4 M) WEST
 ED2149'OF THE NORTH END OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH THE
 ED2149'DRIVEWAY, 61.8 FEET (18.8 M) SOUTHEAST OF A POWER POLE NUMBER 711 WITH
 ED2149'ONE GUY WIRE AND A SCGS REFERENCE WASHER ATTACHED, 3.4 FEET (1.0 M)
 ED2149'NORTHWEST OF POWER POLE NUMBER 27, 4.2 FEET (1.3 M) SOUTHEAST OF A
 ED2149'WITNESS POST.  RECOVERED BY R.P.  MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3650 ***********************************************************************
 ED3650  DESIGNATION -  23 027 2
 ED3650  PID         -  ED3650
 ED3650  STATE/COUNTY-  SC/GREENVILLE
 ED3650  USGS QUAD   -  MAULDIN (1983)
 ED3650
 ED3650                         *CURRENT SURVEY CONTROL
 ED3650  ___________________________________________________________________
 ED3650* NAD 83(2001)-  34 51 31.85606(N)    082 15 54.71259(W)     ADJUSTED  
 ED3650* NAVD 88     -       275.4    (meters)     904.     (feet)  VERTCON   
 ED3650  ___________________________________________________________________
 ED3650  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 ED3650  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 ED3650
 ED3650  HORZ ORDER  -  THIRD
 ED3650
 ED3650.The horizontal coordinates were established by classical geodetic methods
 ED3650.and adjusted by the National Geodetic Survey in March 2004..
 ED3650
 ED3650.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED3650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED3650
 ED3650.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3650
 ED3650.The geoid height was determined by GEOID03.
 ED3650
 ED3650;                    North         East     Units Scale Factor Converg.
 ED3650;SPC SC       -   336,245.063   493,906.240   MT  1.00000917   -0 42 05.1
 ED3650;SPC SC       - 1,103,166.22  1,620,427.30   iFT  1.00000917   -0 42 05.1
 ED3650;UTM  17      - 3,858,120.025   384,347.403   MT  0.99976485   -0 43 23.6
 ED3650
 ED3650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3650!SPC SC       -   0.99996167  x   1.00000917  =   0.99997084
 ED3650!UTM  17      -   0.99996167  x   0.99976485  =   0.99972653
 ED3650
 ED3650:                Primary Azimuth Mark                     Grid Az
 ED3650:SPC SC       -  23 027 AZ MK                             228 50 10.4
 ED3650:UTM  17      -  23 027 AZ MK                             228 51 28.9
 ED3650
 ED3650|---------------------------------------------------------------------|
 ED3650| PID    Reference Object                     Distance      Geod. Az  |
 ED3650|                                                           dddmmss.s |
 ED3650| ED2175 23 027 AZ MK                        APPROX. 0.6 KM 2280805.3 |
 ED3650|---------------------------------------------------------------------|
 ED3650
 ED3650                          SUPERSEDED SURVEY CONTROL
 ED3650
 ED3650  NAD 83(1986)-  34 51 31.86626(N)    082 15 54.71361(W) AD(       ) 3
 ED3650  NGVD 29 (06/03/93)  275.5    (m)          904.     (f) VERT ANG       
 ED3650
 ED3650.Superseded values are not recommended for survey control.
 ED3650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3650.See file dsdata.txt to determine how the superseded data were derived.
 ED3650
 ED3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8434758120(NAD 83)
 ED3650_MARKER: DD = SURVEY DISK
 ED3650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3650_SP_SET: CONCRETE POST
 ED3650_STAMPING: 23 027 2 1991
 ED3650_MARK LOGO: SCGS  
 ED3650_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3650+STABILITY: SURFACE MOTION
 ED3650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3650+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1993
 ED3650
 ED3650  HISTORY     - Date     Condition        Report By
 ED3650  HISTORY     - 1991     MONUMENTED       SCGS
 ED3650  HISTORY     - 19930106 GOOD             SCGS
 ED3650
 ED3650                          STATION DESCRIPTION
 ED3650
 ED3650'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3650'STATION IS LOCATED 7.6 MILES EAST OF GREENVILLE AND 5.7 MILES NORTH
 ED3650'NORTHEAST OF MAULDIN.  OWNERSHIP--MR. STEVE TIMMONS, CENTRAL REALTY
 ED3650'CORPORATION, P.O. BOX 1805, GREENVILLE, SC 29602, PHONE 803-235-6317.
 ED3650'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY
 ED3650'85 AND STATE ROAD 492 (PELHAM ROAD), 5.9 MILES SOUTH SOUTHWEST OF
 ED3650'GREER, GO NORTHWEST ON ROAD 492 FOR 0.2 MILE TO THE JUNCTION OF STATE
 ED3650'ROAD 1025, CONTINUE ON ROAD 492 FOR 0.2 MILE TO A DRIVEWAY LEFT
 ED3650'LEADING TO A BRICK OFFICE BUILDING, TURN LEFT ON THE DRIVEWAY AND
 ED3650'THROUGH A PARKING LOT TO THE LEFT OF THE BUILDING FOR 0.05 MILE TO
 ED3650'THE STATION ON HIGH GROUND BEHIND THE BUILDING.
 ED3650'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 ED3650'ABOVE THE PARKING LOT, 46.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 ED3650'THE BUILDING (NEAR A LOADING DOCK), 172.0 FEET WEST OF THE SOUTH
 ED3650'CORNER OF THE ORIGINAL PART OF A STUCCOED BUILDING (MICHELIN), 147.0
 ED3650'FEET EAST NORTHEAST OF THE EAST NORTHEAST SIDE OF THE EAST NORTHEAST
 ED3650'CURB OF A PAVED ROAD, 52.2 FEET SOUTH SOUTHWEST OF THE SOUTHEAST
 ED3650'CORNER OF A BRICK RETAINING WALL, 245.5 FEET NORTH NORTHEAST OF A
 ED3650'FIRE HYDRANT AND 1.3 FEET NORTH OF A WITNESS POST.
 ED3650'THE STATION IS INTERVISIBLE WITH STATION 23 027 AZ MK.
 ED3650'DESCRIBED BY C.E. GEOGHEGAN
 ED3650
 ED3650                          STATION RECOVERY (1993)
 ED3650
 ED3650'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED3650'RECOVERED AS DESCRIBED, NOTE-STAMPING IN ORIGINAL DESCRIPTION WAS
 ED3650'INCORRECT. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2175 ***********************************************************************
 ED2175  DESIGNATION -  23 027 AZ MK
 ED2175  PID         -  ED2175
 ED2175  STATE/COUNTY-  SC/GREENVILLE
 ED2175  USGS QUAD   -  MAULDIN (1983)
 ED2175
 ED2175                         *CURRENT SURVEY CONTROL
 ED2175  ___________________________________________________________________
 ED2175* NAD 83(2001)-  34 51 19.46691(N)    082 16 11.48332(W)     ADJUSTED  
 ED2175* NAVD 88     -       261.0    (meters)     856.     (feet)  VERTCON   
 ED2175  ___________________________________________________________________
 ED2175  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 ED2175  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ED2175
 ED2175  HORZ ORDER  -  SECOND
 ED2175
 ED2175.The horizontal coordinates were established by classical geodetic methods
 ED2175.and adjusted by the National Geodetic Survey in March 2004..
 ED2175
 ED2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2175
 ED2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2175
 ED2175.The geoid height was determined by GEOID03.
 ED2175
 ED2175;                    North         East     Units Scale Factor Converg.
 ED2175;SPC SC       -   335,868.528   493,475.579   MT  1.00000792   -0 42 14.4
 ED2175;SPC SC       - 1,101,930.87  1,619,014.37   iFT  1.00000792   -0 42 14.4
 ED2175;UTM  17      - 3,857,743.745   383,916.703   MT  0.99976608   -0 43 32.9
 ED2175
 ED2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2175!SPC SC       -   0.99996393  x   1.00000792  =   0.99997185
 ED2175!UTM  17      -   0.99996393  x   0.99976608  =   0.99973002
 ED2175
 ED2175                          SUPERSEDED SURVEY CONTROL
 ED2175
 ED2175  NAD 83(1986)-  34 51 19.47711(N)    082 16 11.48422(W) AD(       ) 2
 ED2175  NAD 27      -  34 51 19.06108(N)    082 16 12.06268(W) AD(       ) 2
 ED2175  NGVD 29 (07/19/86)  261.1    (m)          857.     (f) VERT ANG       
 ED2175
 ED2175.Superseded values are not recommended for survey control.
 ED2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2175.See file dsdata.txt to determine how the superseded data were derived.
 ED2175
 ED2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8391757744(NAD 83)
 ED2175_MARKER: DD = SURVEY DISK
 ED2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2175_SP_SET: CONCRETE POST
 ED2175_STAMPING: AZ MK 23 027 1979
 ED2175_MARK LOGO: SCGS  
 ED2175_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2175+STABILITY: SURFACE MOTION
 ED2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2175+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 ED2175
 ED2175  HISTORY     - Date     Condition        Report By
 ED2175  HISTORY     - 1979     MONUMENTED       SCGS
 ED2175  HISTORY     - 1979     GOOD             SCGS
 ED2175  HISTORY     - 19910227 GOOD             SCGS
 ED2175  HISTORY     - 19930106 GOOD             SCGS
 ED2175  HISTORY     - 20000815 MARK NOT FOUND   SCGS
 ED2175
 ED2175                          STATION DESCRIPTION
 ED2175
 ED2175'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2175'THE STATION IS LOCATED ABOUT 13 KM EAST OF GREENVILLE, 2-1/4 KM
 ED2175'WEST OF THE SPARTANBURG COUNTY LINE AND 1 KM WEST OF THE BRIDGE
 ED2175'OVER INTERSTATE 85 AT THE PELAM EXIT.
 ED2175'
 ED2175'TO REACH THE STATION FROM THE PELAM EXIT, WHICH IS ABOUT 12.8 KM
 ED2175'(8 MI) EAST OF GREENVILLE ON INTERSTATE 85.  GO WEST ON INTERSTATE
 ED2175'85 FOR 1.2 KM (0.7 MI) TO THE STATION ON THE RIGHT BETWEEN A ROAD
 ED2175'SIGN.
 ED2175'
 ED2175'THE STATION IS A STANDARD SCGS DISK
 ED2175'STAMPED---AZ MK 23 027 1979---,
 ED2175'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2175'FLUSH WITH GROUND.  IT IS LOCATED
 ED2175'7.5 METERS NORTHWEST FROM THE EDGE OF THE WESTBOUND LANES OF
 ED2175'INTERSTATE 85,
 ED2175'1.65 METERS SOUTHEAST FROM THE NORTHWEST I-BEAM SUPPORT FOR A
 ED2175'HIGHWAY SIGN AND
 ED2175'1.34 METERS NORTHWEST FROM THE SOUTHEAST I-BEAM SUPPORT.
 ED2175'
 ED2175'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE MARKS
 ED2175'WERE ESTABLISHED AT THIS TIME.
 ED2175'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2175
 ED2175                          STATION RECOVERY (1979)
 ED2175
 ED2175'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2175'RECOVERED IN GOOD CONDITION.
 ED2175
 ED2175                          STATION RECOVERY (1991)
 ED2175
 ED2175'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2175'THE STATION IS LOCATED 7.4 MILES EAST OF GREENVILLE AND 5.7 MILES
 ED2175'NORTH NORTHEAST OF MAULDIN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2175'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 ED2175'803-737-1350.
 ED2175'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY
 ED2175'85 AND STATE ROAD 492 (PELHAM ROAD), 5.9 MILES SOUTH SOUTHWEST OF
 ED2175'GREER, GO WEST SOUTHWEST ON HIGHWAY 85 FOR 0.6 MILE TO THE STATION ON
 ED2175'THE RIGHT.
 ED2175'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET
 ED2175'BELOW THE HIGHWAY, 34.8 FEET NORTH NORTHWEST OF THE NORTH NORTHWEST
 ED2175'EDGE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 149.0 FEET EAST OF A
 ED2175'POWER POLE WITH A GUY WIRE, 119.7 FEET SOUTHEAST OF THE SOUTHERN-MOST
 ED2175'LEG OF A 10-LEGGED BILLBOARD, 88.5 FEET EAST NORTHEAST OF THE NORTH
 ED2175'LEG OF A SPEED LIMIT SIGN AND 28.2 FEET SOUTH SOUTHEAST OF A WITNESS
 ED2175'POST.
 ED2175'THE STATION IS INTERVISIBLE WITH STATION 23 027 2.
 ED2175'RECOVERED BY C.E. GEOGHEGAN.
 ED2175
 ED2175                          STATION RECOVERY (1993)
 ED2175
 ED2175'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED2175'RECOVERED AS DESCRIBED, NOTE-STATION IS RECESSED 1.0 FOOT (0.3 M) AND
 ED2175'1.5 FEET (0.5 M) BELOW THE HIGHWAY. RECOVERY BY T. HALL.
 ED2175
 ED2175                          STATION RECOVERY (2000)
 ED2175
 ED2175'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2175'NOT RECOVERED, MEASUREMENTS FROM EDGE OF INTERSTATE 385 LED TO PLOWED
 ED2175'AREA, ALL REFERENCES ARE GONE.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2183 ***********************************************************************
 ED2183  DESIGNATION -  23 028 AZ MK
 ED2183  PID         -  ED2183
 ED2183  STATE/COUNTY-  SC/GREENVILLE
 ED2183  USGS QUAD   -  MAULDIN (1983)
 ED2183
 ED2183                         *CURRENT SURVEY CONTROL
 ED2183  ___________________________________________________________________
 ED2183* NAD 83(2001)-  34 48 05.35048(N)    082 18 48.60449(W)     ADJUSTED  
 ED2183* NAVD 88     -       290.9    (meters)     954.     (feet)  VERTCON   
 ED2183  ___________________________________________________________________
 ED2183  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 ED2183  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED2183
 ED2183  HORZ ORDER  -  SECOND
 ED2183
 ED2183.The horizontal coordinates were established by classical geodetic methods
 ED2183.and adjusted by the National Geodetic Survey in March 2004..
 ED2183
 ED2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2183
 ED2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2183
 ED2183.The geoid height was determined by GEOID03.
 ED2183
 ED2183;                    North         East     Units Scale Factor Converg.
 ED2183;SPC SC       -   329,937.022   489,408.587   MT  0.99998884   -0 43 41.5
 ED2183;SPC SC       - 1,082,470.54  1,605,671.22   iFT  0.99998884   -0 43 41.5
 ED2183;UTM  17      - 3,851,815.121   379,848.388   MT  0.99977793   -0 44 59.1
 ED2183
 ED2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2183!SPC SC       -   0.99995922  x   0.99998884  =   0.99994806
 ED2183!UTM  17      -   0.99995922  x   0.99977793  =   0.99973716
 ED2183
 ED2183                          SUPERSEDED SURVEY CONTROL
 ED2183
 ED2183  NAD 83(1986)-  34 48 05.35952(N)    082 18 48.60550(W) AD(       ) 2
 ED2183  NAD 27      -  34 48 04.93733(N)    082 18 49.17634(W) AD(       ) 2
 ED2183  NGVD 29 (07/19/86)  291.0    (m)          955.     (f) VERT ANG       
 ED2183
 ED2183.Superseded values are not recommended for survey control.
 ED2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2183.See file dsdata.txt to determine how the superseded data were derived.
 ED2183
 ED2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7984851815(NAD 83)
 ED2183_MARKER: DD = SURVEY DISK
 ED2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2183_STAMPING: AZ MK 23 028 1979
 ED2183_MARK LOGO: SCGS  
 ED2183_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2183+STABILITY: SURFACE MOTION
 ED2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2183+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 ED2183
 ED2183  HISTORY     - Date     Condition        Report By
 ED2183  HISTORY     - 1979     MONUMENTED       SCGS
 ED2183  HISTORY     - 19900125 GOOD             SCGS
 ED2183  HISTORY     - 20000808 MARK NOT FOUND   SCGS
 ED2183
 ED2183                          STATION DESCRIPTION
 ED2183
 ED2183'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2183'THE STATION IS LOCATED 9-3/4 KM SOUTHEAST OF GREENVILLE, AT
 ED2183'THE NORTH EDGE OF MAULDIN, ALONG THE SOUTH SIDE OF FORRESTER
 ED2183'DRIVE AND ON ROAD RIGHT OF WAY.
 ED2183'
 ED2183'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2183'AND U. S. HIGHWAY 276 IN THE SOUTHEAST EDGE OF GREENVILLE,
 ED2183'GO SOUTHEAST ON HIGHWAY 276 FOR 2.3 KM (1.45 MI)
 ED2183'TO A CROSSROAD (COUNTY ROAD S-23-325, WHICH IS ALSO FORRESTER
 ED2183'DRIVE).  TURN LEFT AND GO EASTERLY ON FORRESTER DRIVE FOR
 ED2183'0.3 KM (0.2 MI)
 ED2183'TO THE STATION OF THE LEFT.
 ED2183'
 ED2183'THE STATION IS A STANDARD SCGS DISK
 ED2183'STAMPED---AZ MK 23 028 1979---,
 ED2183'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2183'FLUSH WITH GROUND.  IT IS LOCATED
 ED2183'7.70 METERS SOUTHEAST FROM THE CENTER OF FORRESTER DRIVE,
 ED2183'1.26 METERS WEST FROM A METAL WITNESS POST, AND
 ED2183'1.10 METERS EAST FROM A GUIDE UTILITY POLE.
 ED2183'
 ED2183'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2183'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2183
 ED2183                          STATION RECOVERY (1990)
 ED2183
 ED2183'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990 (DDW)
 ED2183'STATION IS LOCATED 1.6 MILES (2.6 KM) NORTH NORTHWEST OF MAULDIN, 6.0
 ED2183'MILES (9.7 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2183'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2183'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2183'INTERSTATE 85 AND U.S.  HIGHWAY 176, 3.0 MILES (4.8 KM) NORTHWEST OF
 ED2183'MAULDIN, GO SOUTHEAST ON HIGHWAY 276 FOR 1.5 MILES (2.4 KM) TO THE
 ED2183'JUNCTION OF STATE ROAD 325 (FORRESTER DRIVE) , TURN LEFT ON ROAD 325
 ED2183'FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE
 ED2183'AND A FIRE HYDRANT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED2183'AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 10.0 FEET (3.0 M) EAST NORTHEAST
 ED2183'OF THE POWER POLE 100577/039951/25K/30N, 26.4 FEET (8.0 M) SOUTHEAST
 ED2183'OF THE CENTER OF THE ROAD, 50.3 FEET (15.3 M) NORTHWEST OF THE NORTH
 ED2183'CORNER OF AN ALUMINUM BUILDING (C.F.  SAVER COMPANY WAREHOUSE) , 35.8
 ED2183'FEET (10.9 M) WEST SOUTHWEST OF THE FIRE HYDRANT NUMBER 127, 3.8 FEET
 ED2183'(1.2 M) WEST SOUTHWEST OF A WITNESS POST.
 ED2183
 ED2183                          STATION RECOVERY (2000)
 ED2183
 ED2183'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2183'NOT RECOVERED, ROAD HAS BEEN WIDENED, FIRE HYDRANT 127 HAS BEEN
 ED2183'REMOVED AND NEAREST POWER POLE IS DATED 1991.  RECOVERY BY R.P.
 ED2183'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1114 ***********************************************************************
 ED1114  DESIGNATION -  23 029
 ED1114  PID         -  ED1114
 ED1114  STATE/COUNTY-  SC/GREENVILLE
 ED1114  USGS QUAD   -  MAULDIN (1983)
 ED1114
 ED1114                         *CURRENT SURVEY CONTROL
 ED1114  ___________________________________________________________________
 ED1114* NAD 83(2001)-  34 50 47.51147(N)    082 21 06.31284(W)     ADJUSTED  
 ED1114* NAVD 88     -       305.508  (meters)    1002.32   (feet)  ADJUSTED  
 ED1114  ___________________________________________________________________
 ED1114  X           -     697,449.953 (meters)                     COMP
 ED1114  Y           -  -5,193,779.336 (meters)                     COMP
 ED1114  Z           -   3,624,063.946 (meters)                     COMP
 ED1114  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 ED1114  ELLIP HEIGHT-         274.35  (meters)          (03/13/03) GPS OBS
 ED1114  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 ED1114  DYNAMIC HT  -         305.197 (meters)    1001.30  (feet)  COMP
 ED1114  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 ED1114
 ED1114  HORZ ORDER  -  FIRST
 ED1114  VERT ORDER  -  FIRST     CLASS II
 ED1114  ELLP ORDER  -  FOURTH    CLASS II
 ED1114
 ED1114.This mark is at Greeneville Downtown Airport (GMU)
 ED1114
 ED1114.The horizontal coordinates were established by GPS observations
 ED1114.and adjusted by the National Geodetic Survey in March 2003..
 ED1114
 ED1114.The orthometric height was determined by differential leveling
 ED1114.and adjusted by the National Geodetic Survey in June 1991..
 ED1114
 ED1114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1114
 ED1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1114
 ED1114.The ellipsoidal height was determined by GPS observations
 ED1114.and is referenced to NAD 83.
 ED1114
 ED1114.The geoid height was determined by GEOID03.
 ED1114
 ED1114.The dynamic height is computed by dividing the NAVD 88
 ED1114.geopotential number by the normal gravity value computed on the
 ED1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1114.degrees latitude (g = 980.6199 gals.).
 ED1114
 ED1114.The modeled gravity was interpolated from observed gravity values.
 ED1114
 ED1114;                    North         East     Units Scale Factor Converg.
 ED1114;SPC SC       -   334,978.855   485,973.879   MT  1.00000472   -0 44 57.9
 ED1114;SPC SC       - 1,099,011.99  1,594,402.49   iFT  1.00000472   -0 44 57.9
 ED1114;UTM  17      - 3,856,857.212   376,416.376   MT  0.99978824   -0 46 20.9
 ED1114
 ED1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1114!SPC SC       -   0.99995694  x   1.00000472  =   0.99996166
 ED1114!UTM  17      -   0.99995694  x   0.99978824  =   0.99974519
 ED1114
 ED1114:                Primary Azimuth Mark                     Grid Az
 ED1114:SPC SC       -  APT BCN GREENVILLE AIRPORT               006 06 39.1
 ED1114:UTM  17      -  APT BCN GREENVILLE AIRPORT               006 08 02.1
 ED1114
 ED1114|---------------------------------------------------------------------|
 ED1114| PID    Reference Object                     Distance      Geod. Az  |
 ED1114|                                                           dddmmss.s |
 ED1114| ED2168 APT BCN GREENVILLE AIRPORT          430.557 METERS 0052141.2 |
 ED1114| ED2193 ARP PTA                             151.815 METERS 03239     |
 ED1114| ED0034 ARP                                 157.720 METERS 03239     |
 ED1114| ED2166 GREENVILLE AIRPORT TANK             APPROX. 1.7 KM 0364021.0 |
 ED1114| ED1116 GV 166                              APPROX. 0.6 KM 2012634.2 |
 ED1114|---------------------------------------------------------------------|
 ED1114
 ED1114                          SUPERSEDED SURVEY CONTROL
 ED1114
 ED1114  NAD 83(1995)-  34 50 47.51175(N)    082 21 06.31292(W) AD(       ) 1
 ED1114  ELLIP H (12/20/99)  274.37   (m)                       GP(       ) 4 1
 ED1114  NAD 83(1986)-  34 50 47.51943(N)    082 21 06.31467(W) AD(       ) 1
 ED1114  NAD 83(1986)-  34 50 47.51992(N)    082 21 06.31641(W) AD(       ) 2
 ED1114  NAD 27      -  34 50 47.09986(N)    082 21 06.88599(W) AD(       ) 2
 ED1114  NAVD 88 (10/04/96)  305.51   (m)         1002.3    (f) LEVELING    3  
 ED1114  NGVD 29 (??/??/??)  305.602  (m)         1002.63   (f) ADJUSTED    1 2
 ED1114
 ED1114.Superseded values are not recommended for survey control.
 ED1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1114.See file dsdata.txt to determine how the superseded data were derived.
 ED1114
 ED1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7641656857(NAD 83)
 ED1114_MARKER: DD = SURVEY DISK
 ED1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1114_SP_SET: CONCRETE POST
 ED1114_STAMPING: HORZ 23 029 1979
 ED1114_MARK LOGO: SCGS  
 ED1114_PROJECTION: FLUSH
 ED1114_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1114+STABILITY: SURFACE MOTION
 ED1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1114+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 ED1114
 ED1114  HISTORY     - Date     Condition        Report By
 ED1114  HISTORY     - 1979     MONUMENTED       SCGS
 ED1114  HISTORY     - 1982     GOOD             SCGS
 ED1114  HISTORY     - 19900308 GOOD
 ED1114  HISTORY     - 19900310 GOOD
 ED1114  HISTORY     - 19930106 GOOD             SCGS
 ED1114  HISTORY     - 19960312 GOOD             SCGS
 ED1114  HISTORY     - 19960314 GOOD             SCGS
 ED1114  HISTORY     - 20000808 GOOD             SCGS
 ED1114
 ED1114                          STATION DESCRIPTION
 ED1114
 ED1114'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1114'THE STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF DOWNTOWN
 ED1114'GREENVILLE, IN THE SOUTHWEST SECTION OF THE GREENVILLE DOWNTOWN
 ED1114'AIRPORT, 1/4 MILE SOUTH OF THE CONTROL TOWER, ADJACENT TO A
 ED1114'LARGE BUILDING LEASED BY HARTNESS INTERNATIONAL INC.
 ED1114'
 ED1114'TO REACH THE STATION FROM THE POST OFFICE (STATION B) ON
 ED1114'LAURENS ROAD JUST EAST OF THE JUNCTION OF U.S. HIGHWAY
 ED1114'276 AND STATE HIGHWAY 291 IN GREENVILLE, GO NORTHERLY
 ED1114'ON AIRPORT ROAD FOR 0.4
 ED1114'MILE TO A PAVED CROSSROAD, KEITH DRIVE.  CONTINUE AHEAD FOR 0.1
 ED1114'MILE TO A PAVED ROAD LEFT AT SIGN GEORGE MILLER INC.  TURN
 ED1114'LEFT AND GO EAST FOR 0.15 MILE TO A PAVED PARKING LOT.  TURN LEFT
 ED1114'ON THE PAVED ROAD AND GO AROUND BUILDING FOR 0.1 MILE TO THE
 ED1114'STATION ON LEFT BEFORE REACHING THE AIR TAXI STRIP.
 ED1114'
 ED1114'THE STATION IS A STANDARD SCGS DISK
 ED1114'STAMPED---HORZ 23 029 1979---,
 ED1114'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED1114'FLUSH WITH GROUND.  IT IS LOCATED
 ED1114'38 FEET SOUTHWEST FROM THE EDGE OF A TAXI STRIP,
 ED1114'31 FEET NORTHEAST FROM THE CENTER OF A PAVED ROAD, AND
 ED1114'5 FEET SOUTHEAST FROM A METAL WITNESS POST.
 ED1114'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1114'STAMPED---HORZ 23 029 1979---, SET IN A IRREGULAR MASS OF
 ED1114'CONCRETE 3 FEET BELOW THE SURFACE.
 ED1114'
 ED1114'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1114
 ED1114                          STATION RECOVERY (1982)
 ED1114
 ED1114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1114'IN GREENVILLE AIRPORT.
 ED1114'SET ABOUT 0.4 KILOMETER (0.25 MILE) SOUTH OF THE CONTROL TOWER FOR THE
 ED1114'GREENVILLE DOWNTOWN AIRPORT, IN LINE WITH THE EAST WALL OF A LARGE
 ED1114'GREEN BUILDING IN THE SOUTHWEST SECTION OF THE AIRPORT, 1.5 METERS
 ED1114'(5.0 FEET) NORTHWEST OF THE NORTHWEST EDGE OF THE TAXI STRIP,
 ED1114'17.5 METERS (57.3 FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE
 ED1114'BUILDING, 23.1 METERS (76.0 FEET) NORTH NORTHEAST OF THE DOOR TO THE
 ED1114'BUILDING AND 9.1 METERS (30.0 FEET) NORTHEAST OF THE CENTER OF THE
 ED1114'PAVED DRIVE.
 ED1114'THE MARK IS 1.50 METERS  S FROM A WITNESS POST.
 ED1114'THE MARK IS ABOVE LEVEL WITH TAXI STRIP.
 ED1114
 ED1114                          STATION RECOVERY (1990)
 ED1114
 ED1114'RECOVERED 1990
 ED1114'RECOVERED IN GOOD CONDITION.
 ED1114
 ED1114                          STATION RECOVERY (1990)
 ED1114
 ED1114'RECOVERED 1990
 ED1114'RECOVERED IN GOOD CONDITION.
 ED1114
 ED1114                          STATION RECOVERY (1993)
 ED1114
 ED1114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED1114'STATION IS LOCATED 2.5 MILES (4.0 KM) EAST OF GREENVILLE, AT THE
 ED1114'GREENVILLE MUNICIPAL AIRPORT. OWNERSHIP--GREENVILLE MUNICIPAL AIRPORT,
 ED1114'P.O. BOX 1, TOWER DRIVE, GREENVILLE, SC 29607. TO REACH THE STATION
 ED1114'FROM THE JUNCTION OVERPASS OF INTERSTATE 385 AND STATE HIGHWAY 291
 ED1114'(NORTH PLEASANTBURG DRIVE), 2.3 MILES (3.7 KM) EAST NORTHEAST OF
 ED1114'GREENVILLE, GO SOUTH ON HIGHWAY 291 FOR 0.75 MILE (1.21 KM) TO THE
 ED1114'JUNCTION OF STATE ROAD 557 (KEITH DRIVE), TURN LEFT ON ROAD 557 FOR
 ED1114'0.4 MILE (0.6 KM) TO THE JUNCTION OF STATE ROAD 558 (AIRPORT ROAD) AND
 ED1114'INDUSTRIAL DRIVE AHEAD, TURN LEFT ON ROAD 558 FOR 0.05 MILE (0.08 KM)
 ED1114'TO A PAVED ROAD LEFT (MILLER LANE PD), TURN LEFT ON THE PAVED ROAD FOR
 ED1114'0.05 MILE (0.08 KM) TO AN ACCESS GATE (CODE NUMBER 1199), CONTINUE
 ED1114'THROUGH GATE FOR 0.1 MILE (0.2 KM) TO A PAVED PARKING AREA AND A ROAD
 ED1114'LEFT, BEAR LEFT FOR 0.1 MILE (0.2 KM) TO AN OPEN ASPHALT AREA AND THE
 ED1114'STATION IN THE NORTH ANGLE. STATION IS A CONCRETE POST RECESSED 0.1
 ED1114'FOOT (3.0 CM) AND LEVEL WITH THE PARKING AREA, 73.6 FEET (22.4 M)
 ED1114'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE PAD IN FRONT OF A METAL
 ED1114'HANGAR, 5.4 FEET (1.6 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 ED1114'ASPHALT TARMAC, 23.9 FEET (7.3 M) SOUTHEAST OF A 1.0-FOOT MAPLE TREE,
 ED1114'11.6 FEET (3.5 M) EAST NORTHEAST OF A WITNESS POST, 5.0 FEET (1.5 M)
 ED1114'SOUTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
 ED1114
 ED1114                          STATION RECOVERY (1996)
 ED1114
 ED1114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED1114'RECOVERED AS DESCRIBED.
 ED1114
 ED1114                          STATION RECOVERY (1996)
 ED1114
 ED1114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED1114'RECOVERED AS DESCRIBED.
 ED1114
 ED1114                          STATION RECOVERY (2000)
 ED1114
 ED1114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1114'STATION IS LOCATED 2.4 MILES (3.9 KM) EAST OF GREENVILLE, 5.2 MILES
 ED1114'(8.4 KM) NORTHWEST OF MAULDIN.  OWNERSHIP--GREENVILLE DOWNTOWN
 ED1114'AIRPORT, 100 TOWER ROAD, BOX 2, GREENVILLE, SC 29607, PHONE
 ED1114'864-370-2939.  CONTACT MUST BE MADE BEFORE ENTRY TO AIRPORT.  TO REACH
 ED1114'THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 291 (NORTH
 ED1114'PLEASANTBURG ROAD) AND INTERSTATE 385 (EXIT 40) , 1.8 MILES (2.9 KM)
 ED1114'EAST SOUTHEAST OF GREENVILLE, GO SOUTH ON HIGHWAY 291 FOR 0.55 MILE
 ED1114'(0.89 KM) TO THE JUNCTION OF A PAVED ROAD LEFT (TOWER ROAD) , TURN
 ED1114'LEFT ON TOWER ROAD FOR 0.45 MILE (0.72 KM) TO THE GREENVILLE DOWNTOWN
 ED1114'AIRPORT TERMINAL, PROCEED AROUND THE MAIN BUILDING FOR 0.1 MILE (0.2
 ED1114'KM) TO A LOCKED MAIN GATE NEAR THE NORTHEAST CORNER OF THE BUILDING,
 ED1114'TURN RIGHT AT GATE AND PROCEED SOUTH SOUTHEAST ON TAXIWAY (P) FOR 0.35
 ED1114'MILES (0.56 KM) CROSSING RUNWAYS 28-10 AND (D) TO THE STATION ON THE
 ED1114'RIGHT NEAR THE NORTHERN MOST GREEN METAL HANGAR. STATION IS A CONCRETE
 ED1114'POST RECESSED 0.1 FOOT (3.0 CM) AND 0.1 FOOT (3.0 CM) BELOW AN ASPHALT
 ED1114'STAGING AREA, 57.0 FEET (17.4 M) NORTHEAST OF THE EAST MOST CORNER OF
 ED1114'A GREEN METAL HANGAR DOORWAY EXTENSION, 23.7 FEET (7.2 M) SOUTHEAST OF
 ED1114'A 1.0-FOOT MAPLE TREE, 5.3 FEET (1.6 M) NORTHWEST OF THE NORTHWEST END
 ED1114'OF THE EDGE OF THE PAVEMENT FOR THE STAGING AREA, 11.7 FEET (3.6 M)
 ED1114'EAST OF A WITNESS POST. RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1979 ***********************************************************************
 ED1979  DESIGNATION -  23 030
 ED1979  PID         -  ED1979
 ED1979  STATE/COUNTY-  SC/GREENVILLE
 ED1979  USGS QUAD   -  PELHAM (1983)
 ED1979
 ED1979                         *CURRENT SURVEY CONTROL
 ED1979  ___________________________________________________________________
 ED1979* NAD 83(2001)-  34 48 53.94876(N)    082 14 46.77186(W)     ADJUSTED  
 ED1979* NAVD 88     -       283.0    (meters)     928.     (feet)  VERTCON   
 ED1979  ___________________________________________________________________
 ED1979  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ED1979  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 ED1979
 ED1979  HORZ ORDER  -  SECOND
 ED1979
 ED1979.The horizontal coordinates were established by classical geodetic methods
 ED1979.and adjusted by the National Geodetic Survey in March 2004..
 ED1979
 ED1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1979
 ED1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1979
 ED1979.The geoid height was determined by GEOID03.
 ED1979
 ED1979;                    North         East     Units Scale Factor Converg.
 ED1979;SPC SC       -   331,358.370   495,573.229   MT  0.99999353   -0 41 27.5
 ED1979;SPC SC       - 1,087,133.76  1,625,896.42   iFT  0.99999353   -0 41 27.5
 ED1979;UTM  17      - 3,853,233.882   386,012.184   MT  0.99976014   -0 42 41.9
 ED1979
 ED1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1979!SPC SC       -   0.99996047  x   0.99999353  =   0.99995400
 ED1979!UTM  17      -   0.99996047  x   0.99976014  =   0.99972062
 ED1979
 ED1979:                Primary Azimuth Mark                     Grid Az
 ED1979:SPC SC       -  23 030 AZ MK                             317 14 31.2
 ED1979:UTM  17      -  23 030 AZ MK                             317 15 45.6
 ED1979
 ED1979|---------------------------------------------------------------------|
 ED1979| PID    Reference Object                     Distance      Geod. Az  |
 ED1979|                                                           dddmmss.s |
 ED1979| ED2174 23 030 AZ MK                        APPROX. 0.6 KM 3163303.7 |
 ED1979|---------------------------------------------------------------------|
 ED1979
 ED1979                          SUPERSEDED SURVEY CONTROL
 ED1979
 ED1979  NAD 83(1986)-  34 48 53.95885(N)    082 14 46.77240(W) AD(       ) 2
 ED1979  NAD 27      -  34 48 53.53959(N)    082 14 47.36072(W) AD(       ) 2
 ED1979  NGVD 29 (07/19/86)  283.1    (m)          929.     (f) VERT ANG       
 ED1979
 ED1979.Superseded values are not recommended for survey control.
 ED1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1979.See file dsdata.txt to determine how the superseded data were derived.
 ED1979
 ED1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8601253234(NAD 83)
 ED1979_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1979_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1979+STABILITY: SURFACE MOTION
 ED1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1979+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2000
 ED1979
 ED1979  HISTORY     - Date     Condition        Report By
 ED1979  HISTORY     - 1979     MONUMENTED       SCGS
 ED1979  HISTORY     - 20000807 MARK NOT FOUND   SCGS
 ED1979
 ED1979                          STATION DESCRIPTION
 ED1979
 ED1979'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1979'THE STATION IS LOCATED 14-1/2 KM EAST-SOUTHEAST OF GREENVILLE,
 ED1979'5-1/2 KM EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED1979'STATE HIGHWAY 146, 4-3/4 KM SOUTH-SOUTHWEST OF PELHAM, AND ON
 ED1979'HIGHWAY 146 RIGHT-OF-WAY.
 ED1979'
 ED1979'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED1979'AND STATE HIGHWAY 146 JUST SOUTHEAST OF GREENVILLE, GO
 ED1979'SOUTHEASTERLY ON STATE
 ED1979'HIGHWAY 146 FOR 5.1 KM (3.2 MI) TO THE AZIMUTH MARK
 ED1979'ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 146 FOR 0.6 KM
 ED1979'(0.4 MI) TO THE STATION ON THE LEFT.
 ED1979'
 ED1979'THE STATION IS A STANDARD SCGS DISK
 ED1979'STAMPED---HORZ 23 030 1979---,
 ED1979'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1979'FLUSH WITH GROUND.  IT IS LOCATED
 ED1979'27.7 METERS NORTHWEST FROM THE CENTER OF DRIVEWAY ON SAME SIDE OF
 ED1979'ROAD,
 ED1979'18.3 METERS NORTHEAST FROM THE W.C. WHITE MAIL BOX,
 ED1979'15.8 METERS NORTHEAST FROM A UTILITY POLE WITH TRANSFORMER,
 ED1979'6.5 METERS NORTHEAST FROM THE CENTER OF HIGHWAY 146, AND
 ED1979'1.14 METERS SOUTHWEST FROM A METAL WITNESS POST.
 ED1979'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1979'STAMPED---HORZ 23 030 1979---,
 ED1979'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1979'
 ED1979'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED1979'STAMPED---AZ MK 23 030 1979---,
 ED1979'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1979'FLUSH WITH GROUND.  IT IS LOCATED
 ED1979'30.0 METERS WEST-NORTHWEST FROM THE CENTER OF THE DRIVEWAY,
 ED1979'6.0 METERS SOUTHWEST FROM A WIRE FENCE,
 ED1979'5.7 METERS NORTHEAST FROM THE CENTER OF HIGHWAY 146, AND
 ED1979'1.07 METERS SOUTHWEST FROM A METAL WITNESS POST.
 ED1979'
 ED1979'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED1979'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 ED1979
 ED1979                          STATION RECOVERY (2000)
 ED1979
 ED1979'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1979'NOT RECOVERED, SHOULDER HAS BEEN GRADED FOR FUTURE WIDENING OF HIGHWAY
 ED1979'146.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1989 ***********************************************************************
 ED1989  HT_MOD      -  This is a Height Modernization Survey Station.
 ED1989  DESIGNATION -  23 031
 ED1989  PID         -  ED1989
 ED1989  STATE/COUNTY-  SC/GREENVILLE
 ED1989  USGS QUAD   -  GREER (1983)
 ED1989
 ED1989                         *CURRENT SURVEY CONTROL
 ED1989  ___________________________________________________________________
 ED1989* NAD 83(2001)-  34 53 12.88397(N)    082 14 30.21065(W)     ADJUSTED  
 ED1989* NAVD 88     -       277.65   (meters)     910.9    (feet)  GPS OBS   
 ED1989  ___________________________________________________________________
 ED1989  X           -     707,073.740 (meters)                     COMP
 ED1989  Y           -  -5,189,869.989 (meters)                     COMP
 ED1989  Z           -   3,627,723.700 (meters)                     COMP
 ED1989  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ED1989  ELLIP HEIGHT-         246.33  (meters)          (03/13/03) GPS OBS
 ED1989  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 ED1989
 ED1989  HORZ ORDER  -  FIRST
 ED1989  ELLP ORDER  -  FOURTH    CLASS II
 ED1989
 ED1989.The horizontal coordinates were established by GPS observations
 ED1989.and adjusted by the National Geodetic Survey in March 2003..
 ED1989
 ED1989.The orthometric height was determined by GPS observations and a
 ED1989.high-resolution geoid model using precise GPS observation and
 ED1989.processing techniques.
 ED1989
 ED1989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1989
 ED1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1989
 ED1989.The ellipsoidal height was determined by GPS observations
 ED1989.and is referenced to NAD 83.
 ED1989
 ED1989.The geoid height was determined by GEOID03.
 ED1989
 ED1989;                    North         East     Units Scale Factor Converg.
 ED1989;SPC SC       -   339,332.144   496,089.966   MT  1.00001949   -0 41 18.3
 ED1989;SPC SC       - 1,113,294.44  1,627,591.75   iFT  1.00001949   -0 41 18.3
 ED1989;UTM  17      - 3,861,205.494   386,531.754   MT  0.99975868   -0 42 37.0
 ED1989
 ED1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1989!SPC SC       -   0.99996134  x   1.00001949  =   0.99998082
 ED1989!UTM  17      -   0.99996134  x   0.99975868  =   0.99972002
 ED1989
 ED1989:                Primary Azimuth Mark                     Grid Az
 ED1989:SPC SC       -  GREER GRL SPA JETPORT TANK               054 00 54.5
 ED1989:UTM  17      -  GREER GRL SPA JETPORT TANK               054 02 13.2
 ED1989
 ED1989|---------------------------------------------------------------------|
 ED1989| PID    Reference Object                     Distance      Geod. Az  |
 ED1989|                                                           dddmmss.s |
 ED1989| ED1985 GREER GRL SPA JETPORT TANK          APPROX. 1.8 KM 0531936.2 |
 ED1989| ED1983 APT BCN GRL SPA JETPORT             APPROX. 2.5 KM 0724825.8 |
 ED1989| ED1995 23 031 AZ MK PTA                    464.777 METERS 3555848.0 |
 ED1989| ED1994 23 031 AZ MK                        457.082 METERS 3555846.3 |
 ED1989|---------------------------------------------------------------------|
 ED1989
 ED1989                          SUPERSEDED SURVEY CONTROL
 ED1989
 ED1989  NAD 83(1986)-  34 53 12.89423(N)    082 14 30.21259(W) AD(       ) 1
 ED1989  NAD 83(1995)-  34 53 12.88411(N)    082 14 30.21036(W) AD(       ) 1
 ED1989  ELLIP H (04/18/02)  246.33   (m)                       GP(       ) 4 1
 ED1989  NAD 83(1986)-  34 53 12.89423(N)    082 14 30.21259(W) AD(       ) 2
 ED1989  NAD 27      -  34 53 12.47281(N)    082 14 30.81871(W) AD(       ) 2
 ED1989  NGVD 29 (07/19/86)  278.0    (m)          912.     (f) VERT ANG       
 ED1989
 ED1989.Superseded values are not recommended for survey control.
 ED1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1989.See file dsdata.txt to determine how the superseded data were derived.
 ED1989
 ED1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8653261205(NAD 83)
 ED1989_MARKER: DD = SURVEY DISK
 ED1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1989_STAMPING: HORZ 23 031 1979
 ED1989_MARK LOGO: SCGS  
 ED1989_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1989+STABILITY: SURFACE MOTION
 ED1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1989+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 ED1989
 ED1989  HISTORY     - Date     Condition        Report By
 ED1989  HISTORY     - 1979     MONUMENTED       SCGS
 ED1989  HISTORY     - 19930105 GOOD             SCGS
 ED1989  HISTORY     - 20010122 GOOD             SCGS
 ED1989  HISTORY     - 20041116 GOOD             NEWBY
 ED1989
 ED1989                          STATION DESCRIPTION
 ED1989
 ED1989'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1989'THE STATION IS LOCATED ABOUT 15 KM EAST-NORTHEAST OF GREENVILLE,
 ED1989'1-1/2 KM WEST OF THE GREENVILLE-SPARTANBURG JETPORT, 2-1/2 KM
 ED1989'NORTH-NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 85 AND STATE
 ED1989'HIGHWAY 14, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 164 AND ABOUT
 ED1989'1/4 KM NORTH OF A LARGE BLUE SILO.
 ED1989'
 ED1989'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED1989'AND STATE HIGHWAY 14 WHICH IS JUST SOUTHWEST OF THE GREENVILLE-
 ED1989'SPARTANBURG AIRPORT.  GO NORTH ON HIGHWAY 14 FOR 0.6 KM (0.35 MI)
 ED1989'TO A NARROW PAVED ROAD LEFT.  TURN LEFT FOR 0.8 KM (0.5 MI) TO A
 ED1989'T-ROAD.  TURN RIGHT FOR 1.1 KM (0.7 MI) TO A T-ROAD.  TURN RIGHT
 ED1989'FOR 1.2 KM (0.75 MI) TO THE STATION ON THE LEFT.
 ED1989'
 ED1989'THE STATION IS A STANDARD SCGS DISK
 ED1989'STAMPED---HORZ 23 031 1979---,
 ED1989'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER,
 ED1989'FLUSH WITH GROUND.  IT IS LOCATED
 ED1989'26.21 METERS NORTH FROM THE CENTER OF A DRIVEWAY,
 ED1989'8.99 METERS SOUTH FROM THE CENTER OF A DRIVEWAY,
 ED1989'7.62 METERS WEST FROM THE CENTER OF THE ROAD AND
 ED1989'6.55 METERS SOUTH-SOUTHEAST FROM A UTILITY POLE.
 ED1989'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1989'STAMPED---HORZ 23 031 1979---,
 ED1989'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1989'
 ED1989'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED1989'STAMPED---AZ MK 23 031 1979---,
 ED1989'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED1989'FLUSH WITH GROUND.  IT IS LOCATED
 ED1989'6.10 METERS WEST FROM THE CENTER OF THE ROAD,
 ED1989'2.44 METERS EAST FROM A UTILITY POLE WITH A TRANSFORMER AND
 ED1989'0.76 METERS EAST FROM A METAL WITNESS POST.
 ED1989'
 ED1989'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ON THE
 ED1989'PAVED ROAD FOR 0.5 KM (0.3 MI) TO THE MARK ON THE LEFT.
 ED1989'
 ED1989'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 ED1989'MARKS WERE ESTABLISHED AT THIS TIME.
 ED1989'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED1989
 ED1989                          STATION RECOVERY (1993)
 ED1989
 ED1989'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED1989'STATION IS LOCATED 3.65 MILES (5.87 KM) SOUTH OF GREER.
 ED1989'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1989'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED1989'JUNCTION OVERPASS OF INTERSTATE 85 AND STATE HIGHWAY 14, 4.55 MILES
 ED1989'(7.32 KM) SOUTH OF GREER, GO NORTH ON HIGHWAY 14 FOR 2.3 MILES (3.7
 ED1989'KM) TO THE JUNCTION OF STATE ROAD 540 (EAST SUBER ROAD), TURN LEFT ON
 ED1989'ROAD 540 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 164
 ED1989'(GIBB SHOALS ROAD), TURN LEFT ON ROAD 164 FOR 0.55 MILE (0.89 KM) TO
 ED1989'THE STATION NEAR A POWER POLE IN THE NORTHWEST ANGLE OF A DRIVEWAY
 ED1989'LEADING TO A BRICK HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE
 ED1989'GROUND AND LEVEL WITH THE ROADS, 24.5 FEET (7.5 M) WEST OF THE CENTER
 ED1989'OF ROAD 164, 89.2 FEET (27.2 M) NORTH OF THE CENTER OF DILLARD ROAD,
 ED1989'19.2 FEET (5.9 M) SOUTHWEST OF THE SOUTH END OF A 1.0-FOOT CONCRETE
 ED1989'PIPE CULVERT BENEATH THE DRIVEWAY, 21.3 FEET (6.5 M) SOUTH OF THE
 ED1989'POWER POLE WITH A TRANSFORMER, 131.9 FEET (40.2 M) NORTH OF A FIRE
 ED1989'HYDRANT. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 031 AZ
 ED1989'MK. RECOVERED BY T. HALL.
 ED1989
 ED1989                          STATION RECOVERY (2001)
 ED1989
 ED1989'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED1989'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTH NORTHWEST OF PELHAM, 9.0
 ED1989'MILES (14.5 KM) EAST NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED1989'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1989'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED1989'STATE HIGHWAY 14 AND INTERSTATE 85 (EXIT 56) , 1.1 MILES (1.8 KM)
 ED1989'NORTH OF PELHAM, GO NORTH ON HIGHWAY 14 FOR 2.3 MILES (3.7 KM) TO THE
 ED1989'JUNCTION OF STATE ROAD 540 (EAST SUBER ROAD) , TURN LEFT ON ROAD 540
 ED1989'FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 164 (GIBB SHOALS
 ED1989'ROAD) , TURN LEFT ON ROAD 164 FOR 0.55 MILE (0.89 KM) TO THE STATION
 ED1989'ON THE RIGHT NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A DRIVEWAY
 ED1989'LEADING TO A BRICK HOUSE NUMBER 1880.  STATION IS A CONCRETE POST
 ED1989'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 24.8 FEET
 ED1989'(7.6 M) WEST OF THE CENTER OF THE ROAD, 17.9 FEET (5.5 M) SOUTH OF THE
 ED1989'POWER POLE WITH TRANSFORMER, 19.4 FEET (5.9 M) SOUTH SOUTHWEST OF THE
 ED1989'SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY,
 ED1989'91.2 FEET (27.8 M) NORTH OF THE CENTER OF DILLARD ROAD, 17.7 FEET (5.4
 ED1989'M) SOUTH OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH
 ED1989'SURVEY STATION 23 031 AZ MK. RECOVERED BY J.B.  SMOAK.
 ED1989
 ED1989                          STATION RECOVERY (2004)
 ED1989
 ED1989'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2004 (RDP)
 ED1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1994 ***********************************************************************
 ED1994  DESIGNATION -  23 031 AZ MK
 ED1994  PID         -  ED1994
 ED1994  STATE/COUNTY-  SC/GREENVILLE
 ED1994  USGS QUAD   -  GREER (1983)
 ED1994
 ED1994                         *CURRENT SURVEY CONTROL
 ED1994  ___________________________________________________________________
 ED1994* NAD 83(2001)-  34 53 27.67995(N)    082 14 31.47278(W)     ADJUSTED  
 ED1994* NAVD 88     -       271.1    (meters)     889.     (feet)  VERTCON   
 ED1994  ___________________________________________________________________
 ED1994  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ED1994  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 ED1994
 ED1994  HORZ ORDER  -  SECOND
 ED1994
 ED1994.The horizontal coordinates were established by classical geodetic methods
 ED1994.and adjusted by the National Geodetic Survey in March 2004..
 ED1994
 ED1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1994
 ED1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1994
 ED1994.The geoid height was determined by GEOID03.
 ED1994
 ED1994;                    North         East     Units Scale Factor Converg.
 ED1994;SPC SC       -   339,788.462   496,063.399   MT  1.00002102   -0 41 19.0
 ED1994;SPC SC       - 1,114,791.54  1,627,504.59   iFT  1.00002102   -0 41 19.0
 ED1994;UTM  17      - 3,861,661.703   386,505.368   MT  0.99975876   -0 42 38.0
 ED1994
 ED1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1994!SPC SC       -   0.99996236  x   1.00002102  =   0.99998338
 ED1994!UTM  17      -   0.99996236  x   0.99975876  =   0.99972113
 ED1994
 ED1994                          SUPERSEDED SURVEY CONTROL
 ED1994
 ED1994  NAD 83(1986)-  34 53 27.69010(N)    082 14 31.47472(W) AD(       ) 2
 ED1994  NAD 27      -  34 53 27.26902(N)    082 14 32.08072(W) AD(       ) 2
 ED1994  NGVD 29 (07/19/86)  271.2    (m)          890.     (f) VERT ANG       
 ED1994
 ED1994.Superseded values are not recommended for survey control.
 ED1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1994.See file dsdata.txt to determine how the superseded data were derived.
 ED1994
 ED1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8650561662(NAD 83)
 ED1994_MARKER: DD = SURVEY DISK
 ED1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1994_STAMPING: AZ MK 23 031 1979
 ED1994_MARK LOGO: SCGS  
 ED1994_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1994+STABILITY: SURFACE MOTION
 ED1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1994+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1993
 ED1994
 ED1994  HISTORY     - Date     Condition        Report By
 ED1994  HISTORY     - 1979     MONUMENTED       SCGS
 ED1994  HISTORY     - 19930105 GOOD             SCGS
 ED1994  HISTORY     - 20010122 MARK NOT FOUND   SCGS
 ED1994
 ED1994                          STATION DESCRIPTION
 ED1994
 ED1994'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1994'THE STATION IS LOCATED ABOUT 15 KM EAST-NORTHEAST OF GREENVILLE,
 ED1994'3 KM WEST OF THE GREENVILLE-SPARTANBURG JETPORT, 2-1/4 KM NORTH-
 ED1994'NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 85 AND STATE
 ED1994'HIGHWAY 14 AND IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 164.
 ED1994'
 ED1994'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED1994'AND STATE HIGHWAY 14, WHICH IS JUST SOUTHWEST OF THE GREENVILLE-
 ED1994'SPARTANBURG AIRPORT.  GO NORTH ON HIGHWAY 14 FOR 0.6 KM (0.35 MI)
 ED1994'TO A NARROW PAVED ROAD LEFT.  TURN LEFT FOR 0.8 KM (0.5 MI) TO A
 ED1994'T-ROAD.  TURN RIGHT FOR 1.1 KM (0.7 MI) TO A T-ROAD.  TURN RIGHT
 ED1994'FOR 1.2 KM (0.75 MI) TO STATION 23 031 SCGS ON THE LEFT.  CONTINUE
 ED1994'AHEAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 ED1994'
 ED1994'THE STATION IS A STANDARD SCGS DISK
 ED1994'STAMPED---AZ MK 23 031 1979---,
 ED1994'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED1994'FLUSH WITH GROUND.  IT IS LOCATED
 ED1994'12.8 METERS EAST FROM A UTILITY POLE WITH A TRANSFORMER,
 ED1994'6.10 METERS WEST FROM THE CENTER OF THE ROAD AND
 ED1994'0.76 METERS EAST FROM A METAL WITNESS POST.
 ED1994'
 ED1994'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1994'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1994
 ED1994                          STATION RECOVERY (1993)
 ED1994
 ED1994'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED1994'STATION IS LOCATED 3.4 MILES (5.5 KM) SOUTH OF GREER.
 ED1994'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1994'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED1994'JUNCTION OVERPASS OF INTERSTATE 85 AND STATE HIGHWAY 14, 4.55 MILES
 ED1994'(7.32 KM) SOUTH OF GREER, GO NORTH ON HIGHWAY 14 FOR 2.3 MILES (3.7
 ED1994'KM) TO THE JUNCTION OF STATE ROAD 540 (EAST SUBER ROAD), TURN LEFT ON
 ED1994'ROAD 540 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 164
 ED1994'(GIBB SHOALS ROAD), TURN LEFT ON ROAD 164 FOR 0.3 MILE (0.5 KM) TO THE
 ED1994'STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST
 ED1994'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 19.8 FEET (6.0 M)
 ED1994'WEST OF THE CENTER OF THE ROAD, 7.7 FEET (2.3 M) EAST OF THE POWER
 ED1994'POLE WITH TRANSFORMER, 5.4 FEET (1.6 M) NORTHEAST OF A WOODEN FENCE
 ED1994'POST WITH A SCGS REFERENCE WASHER ATTACHED, 2.1 FEET (0.6 M) EAST OF A
 ED1994'WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 031.
 ED1994'RECOVERED BY T. HALL.
 ED1994
 ED1994                          STATION RECOVERY (2001)
 ED1994
 ED1994'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED1994'STATION IS NOT RECOVERED, A FIFTEEN MINUTE SEARCH WAS CONDUCTED WITH
 ED1994'NO RESULTS.  THE DESCRIBED SITE IS NOW AN ACCESS LANE LEADING TO A NEW
 ED1994'SUBDIVISION.  RECOVERY BY J.B.  SMOAK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2226 ***********************************************************************
 ED2226  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2226  DESIGNATION -  23 032
 ED2226  PID         -  ED2226
 ED2226  STATE/COUNTY-  SC/GREENVILLE
 ED2226  USGS QUAD   -  GREENVILLE (1983)
 ED2226
 ED2226                         *CURRENT SURVEY CONTROL
 ED2226  ___________________________________________________________________
 ED2226* NAD 83(2001)-  34 51 36.45759(N)    082 22 33.92583(W)     ADJUSTED  
 ED2226* NAVD 88     -       299.72   (meters)     983.3    (feet)  GPS OBS   
 ED2226  ___________________________________________________________________
 ED2226  X           -     695,128.787 (meters)                     COMP
 ED2226  Y           -  -5,193,216.006 (meters)                     COMP
 ED2226  Z           -   3,625,298.444 (meters)                     COMP
 ED2226  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ED2226  ELLIP HEIGHT-         268.55  (meters)          (03/13/03) GPS OBS
 ED2226  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED2226
 ED2226  HORZ ORDER  -  FIRST
 ED2226  ELLP ORDER  -  FOURTH    CLASS II
 ED2226
 ED2226.The horizontal coordinates were established by GPS observations
 ED2226.and adjusted by the National Geodetic Survey in March 2003..
 ED2226
 ED2226.The orthometric height was determined by GPS observations and a
 ED2226.high-resolution geoid model using precise GPS observation and
 ED2226.processing techniques.
 ED2226
 ED2226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2226
 ED2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2226
 ED2226.The ellipsoidal height was determined by GPS observations
 ED2226.and is referenced to NAD 83.
 ED2226
 ED2226.The geoid height was determined by GEOID03.
 ED2226
 ED2226;                    North         East     Units Scale Factor Converg.
 ED2226;SPC SC       -   336,516.434   483,768.331   MT  1.00000963   -0 45 46.5
 ED2226;SPC SC       - 1,104,056.54  1,587,166.44   iFT  1.00000963   -0 45 46.5
 ED2226;UTM  17      - 3,858,395.360   374,211.931   MT  0.99979501   -0 47 11.9
 ED2226
 ED2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2226!SPC SC       -   0.99995785  x   1.00000963  =   0.99996748
 ED2226!UTM  17      -   0.99995785  x   0.99979501  =   0.99975287
 ED2226
 ED2226:                Primary Azimuth Mark                     Grid Az
 ED2226:SPC SC       -  23 032 AZ MK PTA                         079 00 17.3
 ED2226:UTM  17      -  23 032 AZ MK PTA                         079 01 42.7
 ED2226
 ED2226|---------------------------------------------------------------------|
 ED2226| PID    Reference Object                     Distance      Geod. Az  |
 ED2226|                                                           dddmmss.s |
 ED2226| ED2171 23 032 AZ MK PTA                    427.244 METERS 0781430.8 |
 ED2226| ED2172 23 032 AZ MK                        412.493 METERS 0781433.4 |
 ED2226|---------------------------------------------------------------------|
 ED2226
 ED2226                          SUPERSEDED SURVEY CONTROL
 ED2226
 ED2226  NAD 83(1995)-  34 51 36.45743(N)    082 22 33.92521(W) AD(       ) 1
 ED2226  ELLIP H (12/20/99)  268.58   (m)                       GP(       ) 4 1
 ED2226  NAD 83(1986)-  34 51 36.46531(N)    082 22 33.92685(W) AD(       ) 1
 ED2226  NAD 83(1986)-  34 51 36.46646(N)    082 22 33.92767(W) AD(       ) 2
 ED2226  NAD 27      -  34 51 36.04464(N)    082 22 34.48997(W) AD(       ) 2
 ED2226  NGVD 29 (03/04/91)  300.0    (m)          984.     (f) GPS OBS        
 ED2226
 ED2226.Superseded values are not recommended for survey control.
 ED2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2226.See file dsdata.txt to determine how the superseded data were derived.
 ED2226
 ED2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7421258395(NAD 83)
 ED2226_MARKER: DD = SURVEY DISK
 ED2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2226_SP_SET: CONCRETE POST
 ED2226_STAMPING: HORZ 23 032 1979
 ED2226_MARK LOGO: SCGS  
 ED2226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2226+STABILITY: SURFACE MOTION
 ED2226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2226+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 ED2226
 ED2226  HISTORY     - Date     Condition        Report By
 ED2226  HISTORY     - 1979     MONUMENTED       SCGS
 ED2226  HISTORY     - 1979     GOOD             SCGS
 ED2226  HISTORY     - 19900310 GOOD             HOBBS
 ED2226  HISTORY     - 19930106 GOOD             SCGS
 ED2226  HISTORY     - 20000814 GOOD             SCGS
 ED2226  HISTORY     - 20041007 GOOD             USPSQD
 ED2226  HISTORY     - 20060202 GOOD             USPSQD
 ED2226
 ED2226                          STATION DESCRIPTION
 ED2226
 ED2226'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2226'THE STATION IS LOCATED IN GREENVILLE, IN THE 1600 BLOCK OF EAST
 ED2226'NORTH STREET AND WITHIN THE HIGHWAY RIGHT-OF-WAY.
 ED2226'
 ED2226'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 ED2226'STATE HIGHWAY 291 IN GREENVILLE.  GO SOUTH ON STATE HIGHWAY 291
 ED2226'FOR 1.1 KM (0.7 MI) TO EAST NORTH STREET.  TURN RIGHT AND GO
 ED2226'SOUTHWEST ON EAST NORTH STREET FOR 1.5 KM (0.95 MI) TO PERRIN
 ED2226'STREET AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST
 ED2226'FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 ED2226'
 ED2226'THE STATION IS A STANDARD SCGS DISK
 ED2226'STAMPED---HORZ 23 032 1979---,
 ED2226'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2226'FLUSH WITH GROUND.  IT IS LOCATED
 ED2226'15.2 METERS NORTHEAST FROM A UTILITY POLE WITH TRANSFORMER,
 ED2226'7.16 METERS NORTH FROM THE CENTER LINE OF THE ROAD,
 ED2226'6.89 METERS SOUTHWEST FROM THE NORTHEAST CORNER OF A WOODEN
 ED2226'FENCE,
 ED2226'5.09 METERS NORTHEAST FROM THE SOUTHWEST CORNER OF A WOODEN FENCE
 ED2226'FENCE AND
 ED2226'0.55 METERS SOUTHEAST FROM THE SOUTHEAST EDGE OF THE SIDEWALK.
 ED2226'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2226'STAMPED---HORZ 23 032 1979---,
 ED2226'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2226'
 ED2226'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2226'STAMPED---AZ MK 23 032 1979---,
 ED2226'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2226'FLUSH WITH GROUND.  IT IS LOCATED
 ED2226'12.34 METERS SOUTHEAST FROM THE APPROXIMATE CENTER LINE OF EAST
 ED2226'NORTH STREET,
 ED2226'8.2 METERS WEST FROM THE APPROXIMATE CENTER LINE OF PERIN STREET,
 ED2226'2.62 METERS NORTHEAST FROM A FENCE CORNER AND
 ED2226'0.9 METERS EAST FROM A CHAIN LINK FENCE.
 ED2226'
 ED2226'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2226'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2226
 ED2226                          STATION RECOVERY (1979)
 ED2226
 ED2226'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2226'RECOVERED IN GOOD CONDITION.
 ED2226
 ED2226                          STATION RECOVERY (1990)
 ED2226
 ED2226'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 ED2226'THE STATION IS LOCATED IN GREENVILLE, IN THE 1600 BLOCK OF EAST
 ED2226'NORTH STREET AND WITHIN THE HIGHWAY RIGHT-OF-WAY.
 ED2226'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 ED2226'STATE HIGHWAY 291 IN GREENVILLE.  GO SOUTH ON STATE HIGHWAY 291
 ED2226'FOR 1.1 KM (0.7 MI) TO EAST NORTH STREET.  TURN RIGHT AND GO
 ED2226'SOUTHWEST ON EAST NORTH STREET FOR 1.5 KM (0.95 MI) TO PERRIN
 ED2226'STREET AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST
 ED2226'FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 ED2226'THE STATION IS A STANDARD SCGS DISK
 ED2226'STAMPED---HORZ 23 032 1979---,
 ED2226'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2226'FLUSH WITH GROUND.  IT IS LOCATED
 ED2226'15.2 METERS NORTHEAST FROM A UTILITY POLE WITH TRANSFORMER,
 ED2226'7.16 METERS NORTH FROM THE CENTER LINE OF THE ROAD,
 ED2226'6.89 METERS SOUTHWEST FROM THE NORTHEAST CORNER OF A WOODEN
 ED2226'FENCE,
 ED2226'5.09 METERS NORTHEAST FROM THE SOUTHWEST CORNER OF A WOODEN FENCE
 ED2226'FENCE AND
 ED2226'0.55 METERS SOUTHEAST FROM THE SOUTHEAST EDGE OF THE SIDEWALK.
 ED2226'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2226'STAMPED---HORZ 23 032 1979---,
 ED2226'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2226
 ED2226                          STATION RECOVERY (1993)
 ED2226
 ED2226'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED2226'STATION IS LOCATED 1.3 MILES (2.1 KM) NORTHEAST OF GREENVILLE.
 ED2226'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2226'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED2226'JUNCTION OVERPASS OF INTERSTATE 385 AND STATE HIGHWAY 291 (NORTH
 ED2226'PLEASANTBURG DRIVE), 2.3 MILES (3.7 KM) EAST NORTHEAST OF GREENVILLE,
 ED2226'GO NORTH ON HIGHWAY 291 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF
 ED2226'STATE ROAD 94 (EAST NORTH STREET), TURN LEFT ON ROAD 94 FOR 1.2 MILES
 ED2226'(1.9 KM) TO THE STATION ON THE RIGHT BETWEEN THE CURB AND SIDEWALK IN
 ED2226'FRONT OF A BRICK BUILDING NUMBER 1617. STATION IS A CONCRETE POST
 ED2226'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 1.1 FEET (0.3 M) NORTH
 ED2226'OF THE NORTH EDGE OF THE CURB OF THE ROAD, 1.4 FEET (0.4 M) SOUTH OF
 ED2226'THE SOUTH EDGE OF THE SIDEWALK, 23.0 FEET (7.0 M) WEST SOUTHWEST OF
 ED2226'THE SOUTHEAST CORNER OF A BRICK BORDER AT THE PARKING AREA OF THE
 ED2226'BUILDING, 16.8 FEET (5.1 M) EAST OF THE SOUTHWEST CORNER OF A BRICK
 ED2226'BORDER AT THE PARKING AREA OF THE BUILDING, 42.8 FEET (13.0 M)
 ED2226'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING. NOTE-STATION IS
 ED2226'INTERVISIBLE WITH SURVEY STATION 23 032 AZ MK. RECOVERED BY T. HALL.
 ED2226
 ED2226                          STATION RECOVERY (2000)
 ED2226
 ED2226'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2226'STATION IS LOCATED 1.2 MILES (1.9 KM) NORTHEAST OF GREENVILLE, 6.7
 ED2226'MILES (10.8 KM) NORTHWEST OF MAULDIN.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2226'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2226'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2226'STATE HIGHWAY 291 (PLEASANTBURG DRIVE) AND INTERSTATE 385 (EXIT 40) ,
 ED2226'1.8 MILES (2.9 KM) EAST SOUTHEAST OF GREENVILLE, GO NORTH ON HIGHWAY
 ED2226'291 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 94 (EAST
 ED2226'NORTH STREET) , TURN LEFT ON ROAD 94 FOR 1.2 MILES (1.9 KM) TO THE
 ED2226'STATION ON THE RIGHT BETWEEN THE CURB AND SIDEWALK.  STATION IS A
 ED2226'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SIDEWALK, 1.2
 ED2226'FEET (0.4 M) NORTH OF THE SOUTH EDGE OF THE ROAD CURB, 6.5 FEET (2.0
 ED2226'M) SOUTH OF THE SOUTH EDGE OF A BRICK RETAINING WALL, 22.5 FEET (6.9
 ED2226'M) EAST OF THE CENTER OF THE EXIT DRIVEWAY OF THE COCHRAN LAW FIRM,
 ED2226'37.9 FEET (11.6 M) WEST OF THE CENTER OF THE ENTRANCE DRIVEWAY OF THE
 ED2226'COCHRAN LAW FIRM, 18.1 FEET (5.5 M) SOUTH OF A METAL SIGN POST OF THE
 ED2226'COCHRAN LAW FIRM.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23
 ED2226'032 AZ MK.  RECOVERED BY R.P.  MCKEOWN.
 ED2226
 ED2226                          STATION RECOVERY (2004)
 ED2226
 ED2226'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED2226'RECOVERED IN GOOD CONDITION.
 ED2226
 ED2226                          STATION RECOVERY (2006)
 ED2226
 ED2226'RECOVERY NOTE BY US POWER SQUADRON 2006
 ED2226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2172 ***********************************************************************
 ED2172  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2172  DESIGNATION -  23 032 AZ MK
 ED2172  PID         -  ED2172
 ED2172  STATE/COUNTY-  SC/GREENVILLE
 ED2172  USGS QUAD   -  MAULDIN (1983)
 ED2172
 ED2172                         *CURRENT SURVEY CONTROL
 ED2172  ___________________________________________________________________
 ED2172* NAD 83(2001)-  34 51 39.18486(N)    082 22 18.02710(W)     ADJUSTED  
 ED2172* NAVD 88     -       299.72   (meters)     983.3    (feet)  GPS OBS   
 ED2172  ___________________________________________________________________
 ED2172  X           -     695,522.696 (meters)                     COMP
 ED2172  Y           -  -5,193,114.788 (meters)                     COMP
 ED2172  Z           -   3,625,367.404 (meters)                     COMP
 ED2172  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 ED2172  ELLIP HEIGHT-         268.54  (meters)          (03/13/03) GPS OBS
 ED2172  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED2172
 ED2172  HORZ ORDER  -  FIRST
 ED2172  ELLP ORDER  -  FOURTH    CLASS II
 ED2172
 ED2172.The horizontal coordinates were established by GPS observations
 ED2172.and adjusted by the National Geodetic Survey in March 2003..
 ED2172
 ED2172.The orthometric height was determined by GPS observations and a
 ED2172.high-resolution geoid model using precise GPS observation and
 ED2172.processing techniques.
 ED2172
 ED2172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2172
 ED2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2172
 ED2172.The ellipsoidal height was determined by GPS observations
 ED2172.and is referenced to NAD 83.
 ED2172
 ED2172.The geoid height was determined by GEOID03.
 ED2172
 ED2172;                    North         East     Units Scale Factor Converg.
 ED2172;SPC SC       -   336,595.102   484,173.257   MT  1.00000991   -0 45 37.6
 ED2172;SPC SC       - 1,104,314.64  1,588,494.94   iFT  1.00000991   -0 45 37.6
 ED2172;UTM  17      - 3,858,473.844   374,616.802   MT  0.99979376   -0 47 02.9
 ED2172
 ED2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2172!SPC SC       -   0.99995785  x   1.00000991  =   0.99996776
 ED2172!UTM  17      -   0.99995785  x   0.99979376  =   0.99975162
 ED2172
 ED2172:                Primary Azimuth Mark                     Grid Az
 ED2172:SPC SC       -  23 032                                   259 00 20.1
 ED2172:UTM  17      -  23 032                                   259 01 45.4
 ED2172
 ED2172|---------------------------------------------------------------------|
 ED2172| PID    Reference Object                     Distance      Geod. Az  |
 ED2172|                                                           dddmmss.s |
 ED2172| ED2226 23 032                              412.493 METERS 2581442.5 |
 ED2172|---------------------------------------------------------------------|
 ED2172
 ED2172                          SUPERSEDED SURVEY CONTROL
 ED2172
 ED2172  NAD 83(1986)-  34 51 39.19258(N)    082 22 18.02823(W) AD(       ) 1
 ED2172  NAD 83(1995)-  34 51 39.18472(N)    082 22 18.02656(W) AD(       ) 1
 ED2172  ELLIP H (04/18/02)  268.57   (m)                       GP(       ) 4 1
 ED2172  NAD 83(1986)-  34 51 39.19357(N)    082 22 18.02876(W) AD(       ) 2
 ED2172  NAD 83(1986)-  34 51 39.19429(N)    082 22 18.02943(W) AD(       ) 2
 ED2172  NAD 27      -  34 51 38.77279(N)    082 22 18.59229(W) AD(       ) 2
 ED2172  NGVD 29 (03/04/91)  300.0    (m)          984.     (f) VERT ANG       
 ED2172
 ED2172.Superseded values are not recommended for survey control.
 ED2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2172.See file dsdata.txt to determine how the superseded data were derived.
 ED2172
 ED2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7461758474(NAD 83)
 ED2172_MARKER: DD = SURVEY DISK
 ED2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2172_STAMPING: AZ MK 23 032 1979
 ED2172_MARK LOGO: SCGS  
 ED2172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2172+STABILITY: SURFACE MOTION
 ED2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2172+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 ED2172
 ED2172  HISTORY     - Date     Condition        Report By
 ED2172  HISTORY     - 1979     MONUMENTED       SCGS
 ED2172  HISTORY     - 19930106 GOOD             SCGS
 ED2172  HISTORY     - 20000814 GOOD             SCGS
 ED2172  HISTORY     - 20041007 GOOD             USPSQD
 ED2172  HISTORY     - 20060202 GOOD             USPSQD
 ED2172
 ED2172                          STATION DESCRIPTION
 ED2172
 ED2172'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2172'THE STATION IS LOCATED IN GREENVILLE AND WITHIN THE RIGHT-OF-WAY
 ED2172'OF EAST NORTH STREET.
 ED2172'
 ED2172'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 ED2172'STATE HIGHWAY 291 IN GREENVILLE.  GO SOUTH ON HIGHWAY 291 FOR 1.1
 ED2172'KM (0.7 MI) TO EAST NORTH STREET.  TURN RIGHT AND GO SOUTHWEST FOR
 ED2172'1.5 KM (0.95 MI) T0 PERRIN STREET AND THE STATION ON THE LEFT.
 ED2172'
 ED2172'THE STATION IS A STANDARD SCGS DISK
 ED2172'STAMPED---AZ MK 23 032 1979---,
 ED2172'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2172'FLUSH WITH GROUND.  IT IS LOCATED
 ED2172'12.34 METERS SOUTHEAST FROM THE APPROXIMATE CENTER LINE OF EAST
 ED2172'NORTH STREET,
 ED2172'8.2 METERS SOUTHWEST FROM THE APPROXIMATE CENTER LINE OF PERRIN
 ED2172'STREET,
 ED2172'2.62 METERS NORTHEAST FROM A FENCE CORNER,
 ED2172'0.9 METERS EAST FROM A CHAIN LINK FENCE AND
 ED2172'0.9 METERS SOUTHWEST FROM THE SOUTHWEST EDGE OF A SIDEWALK.
 ED2172'
 ED2172'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2172'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2172
 ED2172                          STATION RECOVERY (1993)
 ED2172
 ED2172'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED2172'STATION IS LOCATED 1.55 MILES (2.49 KM) NORTHEAST OF GREENVILLE.
 ED2172'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2172'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED2172'JUNCTION OVERPASS OF INTERSTATE 385 AND STATE HIGHWAY 291 (NORTH
 ED2172'PLEASANTBURG DRIVE), 2.3 MILES (3.7 KM) EAST NORTHEAST OF GREENVILLE,
 ED2172'GO NORTH ON HIGHWAY 291 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF
 ED2172'STATE ROAD 94 (EAST NORTH STREET), TURN LEFT ON ROAD 94 FOR 0.95 MILE
 ED2172'(1.53 KM) TO THE STATION NEAR A CHAIN LINK FENCE LINE IN THE SOUTHWEST
 ED2172'ANGLE OF PERRIN STREET LEFT. STATION IS A CONCRETE POST RECESSED 0.3
 ED2172'FOOT (9.1 CM) AND LEVEL WITH THE ROADS, 2.3 FEET (0.7 M) WEST
 ED2172'SOUTHWEST OF THE WEST EDGE OF THE SIDEWALK FOR PERRIN STREET, 11.7
 ED2172'FEET (3.6 M) SOUTH SOUTHEAST OF THE SOUTH EDGE OF A SIDEWALK FOR ROAD
 ED2172'94, 8.6 FEET (2.6 M) SOUTHEAST OF A FENCE CORNER POST, 3.0 FEET (0.9
 ED2172'M) EAST NORTHEAST OF THE FENCE LINE, 6.2 FEET (1.9 M) SOUTHEAST OF A
 ED2172'WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 032.
 ED2172'RECOVERED BY T. HALL.
 ED2172
 ED2172                          STATION RECOVERY (2000)
 ED2172
 ED2172'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2172'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTHEAST OF GREENVILLE.
 ED2172'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED2172'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED2172'JUNCTION OVERPASS OF STATE HIGHWAY 291 (PLEASANTBURG DRIVE) AND
 ED2172'INTERSTATE 385 (EXIT 40) , 1.8 MILES (2.9 KM) EAST SOUTHEAST OF
 ED2172'GREENVILLE, GO NORTH ON HIGHWAY 291 FOR 0.75 MILE (1.21 KM) TO THE
 ED2172'JUNCTION OF STATE ROAD 94 (EAST NORTH STREET) , TURN LEFT ON ROAD 94
 ED2172'FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE LEFT NEAR THE CORNER OF A
 ED2172'CHAIN LINK FENCE IN THE SOUTHWEST ANGLE OF THE JUNCTION OF PERRIN
 ED2172'STREET.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND
 ED2172'LEVEL WITH PERRIN STREET, 2.8 FEET (0.9 M) EAST NORTHEAST OF THE FENCE
 ED2172'LINE, 9.0 FEET (2.7 M) SOUTHEAST OF THE FENCE CORNER POST, 28.2 FEET
 ED2172'(8.6 M) WEST OF THE CENTER OF PERRIN STREET, 11.9 FEET (3.6 M) SOUTH
 ED2172'OF THE SOUTH EDGE OF THE SIDEWALK FOR ROAD 94, 36.4 FEET (11.1 M) EAST
 ED2172'SOUTHEAST OF A TRAFFIC LIGHT SUPPORT POLE, 6.0 FEET (1.8 M) SOUTHEAST
 ED2172'OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION
 ED2172'23 032.  RECOVERED BY R.P.  MCKEOWN.
 ED2172
 ED2172                          STATION RECOVERY (2004)
 ED2172
 ED2172'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED2172'RECOVERED IN GOOD CONDITION.
 ED2172
 ED2172                          STATION RECOVERY (2006)
 ED2172
 ED2172'RECOVERY NOTE BY US POWER SQUADRON 2006
 ED2172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1129 ***********************************************************************
 ED1129  DESIGNATION -  23 033
 ED1129  PID         -  ED1129
 ED1129  STATE/COUNTY-  SC/GREENVILLE
 ED1129  USGS QUAD   -  GREENVILLE (1983)
 ED1129
 ED1129                         *CURRENT SURVEY CONTROL
 ED1129  ___________________________________________________________________
 ED1129* NAD 83(2001)-  34 52 22.37835(N)    082 24 59.36037(W)     ADJUSTED  
 ED1129* NAVD 88     -       301.000  (meters)     987.53   (feet)  ADJUSTED  
 ED1129  ___________________________________________________________________
 ED1129  X           -     691,360.318 (meters)                     COMP
 ED1129  Y           -  -5,192,903.934 (meters)                     COMP
 ED1129  Z           -   3,626,460.279 (meters)                     COMP
 ED1129  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 ED1129  ELLIP HEIGHT-         269.80  (meters)          (03/13/03) GPS OBS
 ED1129  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED1129  DYNAMIC HT  -         300.692 (meters)     986.52  (feet)  COMP
 ED1129  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 ED1129
 ED1129  HORZ ORDER  -  FIRST
 ED1129  VERT ORDER  -  FIRST     CLASS II
 ED1129  ELLP ORDER  -  FOURTH    CLASS II
 ED1129
 ED1129.The horizontal coordinates were established by GPS observations
 ED1129.and adjusted by the National Geodetic Survey in March 2003..
 ED1129
 ED1129.The orthometric height was determined by differential leveling
 ED1129.and adjusted by the National Geodetic Survey in June 1991..
 ED1129
 ED1129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1129
 ED1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1129
 ED1129.The ellipsoidal height was determined by GPS observations
 ED1129.and is referenced to NAD 83.
 ED1129
 ED1129.The geoid height was determined by GEOID03.
 ED1129
 ED1129.The dynamic height is computed by dividing the NAVD 88
 ED1129.geopotential number by the normal gravity value computed on the
 ED1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1129.degrees latitude (g = 980.6199 gals.).
 ED1129
 ED1129.The modeled gravity was interpolated from observed gravity values.
 ED1129
 ED1129;                    North         East     Units Scale Factor Converg.
 ED1129;SPC SC       -   337,981.328   480,093.860   MT  1.00001430   -0 47 07.1
 ED1129;SPC SC       - 1,108,862.62  1,575,111.09   iFT  1.00001430   -0 47 07.1
 ED1129;UTM  17      - 3,859,861.498   370,538.855   MT  0.99980657   -0 48 36.0
 ED1129
 ED1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1129!SPC SC       -   0.99995765  x   1.00001430  =   0.99997195
 ED1129!UTM  17      -   0.99995765  x   0.99980657  =   0.99976423
 ED1129
 ED1129:                Primary Azimuth Mark                     Grid Az
 ED1129:SPC SC       -  23 033 AZ MK                             015 33 32.1
 ED1129:UTM  17      -  23 033 AZ MK                             015 35 01.0
 ED1129
 ED1129|---------------------------------------------------------------------|
 ED1129| PID    Reference Object                     Distance      Geod. Az  |
 ED1129|                                                           dddmmss.s |
 ED1129| ED1128 23 033 AZ MK                        APPROX. 0.5 KM 0144625.0 |
 ED1129| ED3290 GVL 011                             APPROX. 0.5 KM 1444841.7 |
 ED1129|---------------------------------------------------------------------|
 ED1129
 ED1129                          SUPERSEDED SURVEY CONTROL
 ED1129
 ED1129  NAD 83(1986)-  34 52 22.38595(N)    082 24 59.36241(W) AD(       ) 1
 ED1129  NAD 83(1995)-  34 52 22.37806(N)    082 24 59.36022(W) AD(       ) 1
 ED1129  ELLIP H (04/18/02)  269.85   (m)                       GP(       ) 4 1
 ED1129  NAD 83(1986)-  34 52 22.38595(N)    082 24 59.36241(W) AD(       ) 2
 ED1129  NAD 27      -  34 52 21.96256(N)    082 24 59.92012(W) AD(       ) 2
 ED1129  NAVD 88 (04/18/02)  301.00   (m)          987.5    (f) LEVELING    3  
 ED1129  NGVD 29 (??/??/??)  301.086  (m)          987.81   (f) ADJUSTED    1 2
 ED1129
 ED1129.Superseded values are not recommended for survey control.
 ED1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1129.See file dsdata.txt to determine how the superseded data were derived.
 ED1129
 ED1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7053959861(NAD 83)
 ED1129_MARKER: DD = SURVEY DISK
 ED1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1129_SP_SET: CONCRETE POST
 ED1129_STAMPING: HORZ 23 033 1979
 ED1129_MARK LOGO: SCGS  
 ED1129_PROJECTION: FLUSH
 ED1129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1129+STABILITY: SURFACE MOTION
 ED1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1129+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1129
 ED1129  HISTORY     - Date     Condition        Report By
 ED1129  HISTORY     - 1979     MONUMENTED       SCGS
 ED1129  HISTORY     - 1982     GOOD             SCGS
 ED1129  HISTORY     - 19921124 GOOD             SCGS
 ED1129  HISTORY     - 20000809 GOOD             SCGS
 ED1129  HISTORY     - 20041014 GOOD             USPSQD
 ED1129  HISTORY     - 20051107 GOOD             USPSQD
 ED1129
 ED1129                          STATION DESCRIPTION
 ED1129
 ED1129'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1129'THE STATION IS LOCATED IN THE POE MILL SECTION OF GREENVILLE,
 ED1129'4 KM NORTHWEST OF THE DANIELS BUILDING AND ON THE RIGHT-OF-WAY OF
 ED1129'OLD BUNCOMBE ROAD.
 ED1129'
 ED1129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS
 ED1129'AND STATE HIGHWAY 183, JUST NORTHWEST OF THE DANIELS BUILDING
 ED1129'IN GREENVILLE.  GO NORTHWEST ON HIGHWAY 183 FOR 1.7 KM
 ED1129'(1.05 MI) TO A CROSS STREET JUST PAST RAILROAD OVERPASS.  TURN
 ED1129'RIGHT ON OLD BUNCOMBE ROAD FOR 0.3 KM (0.2 MI) TO THE STATION ON
 ED1129'THE LEFT AT OVERHEAD CAUTION LIGHT.  CONTINUE AHEAD FOR 0.5 KM
 ED1129'(0.3 MI) TO THE AZIMUTH MARK ON THE RIGHT AT A PARK.
 ED1129'
 ED1129'THE STATION IS A STANDARD SCGS DISK
 ED1129'STAMPED---HORZ 23 033 1979---,
 ED1129'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1129'FLUSH WITH GROUND.  IT IS LOCATED
 ED1129'29.3 METERS NORTH FROM THE CENTER OF PAVED ROAD,
 ED1129'9.1 METERS NORTH FROM A SIDEWALK IN VACANT LOT,
 ED1129'7.6 METERS SOUTH FROM THE CENTER OF OVERGROWN PAVED ROAD,
 ED1129'7.16 METERS WEST FROM A ROAD CENTER AND
 ED1129'4.3 METERS EAST-SOUTHEAST FROM A UTILITY POLE WITH METER.
 ED1129'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1129'STAMPED---HORZ 23 033 1979---,
 ED1129'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1129'
 ED1129'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED1129'STAMPED---23 033 1979 AZ MK---,
 ED1129'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN DIAMETER
 ED1129'FLUSH WITH GROUND.  IT IS LOCATED
 ED1129'21.6 METERS SOUTH FROM THE CENTER OF THE INTERSECTION OF OLD
 ED1129'BUNCOMBE ROAD AND NEELY STREET,
 ED1129'12.2 METERS NORTH-NORTHWEST FROM THE SECOND UTILITY POLE SOUTH OF
 ED1129'NEELY STREET AND
 ED1129'6.86 METERS EAST FROM THE CENTER LINE OF OLD BUNCOMBE ROAD.
 ED1129'
 ED1129'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 ED1129'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1129
 ED1129                          STATION RECOVERY (1982)
 ED1129
 ED1129'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1129'IN GREENVILLE.
 ED1129'1.7 KILOMETER (1.05 MILE) NORTHWEST ALONG STATE HIGHWAY 183 FROM THE
 ED1129'JUNCTION OF U.S. HIGHWAY BUSINESS, THENCE 0.1 KILOMETER (0.2 MILE)
 ED1129'NORTH ALONG OLD BUNCOMBE ROAD, SET BETWEEN THE CURB AND
 ED1129'THE SIDEWALK UNDER A FLASHING YELLOW LIGHT, 9.1 METERS (30.0 FEET)
 ED1129'NORTH OF A SIDEWALK LEADING TO A VACANT LOT, 4.3 METERS (14.0 FEET)
 ED1129'EAST SOUTHEAST OF A POWERPOLE WITH METER AND 29.4 METERS (96.5 FEET)
 ED1129'NORTH OF THE APPROXIMATE CENTER OF A PAVED ROAD.
 ED1129'THE MARK IS ABOVE LEVEL WITH OLD BUNCOMBE ROAD.
 ED1129
 ED1129                          STATION RECOVERY (1992)
 ED1129
 ED1129'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1129'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTHWEST OF GREENVILLE.
 ED1129'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1129'COLUMBIA, SC 29202, PHONE 803-733-1350. TO REACH THE STATION FROM THE
 ED1129'JUNCTION OF STATE HIGHWAYS 183 (CEDAR LANE ROAD) AND 253 (WEST BLUE
 ED1129'RIDGE DRIVE), 2.4 MILES (3.9 KM) NORTHWEST OF GREENVILLE, GO EAST
 ED1129'SOUTHEAST ON HIGHWAY 183 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF
 ED1129'OLD BUNCOMBE ROAD LEFT AND HUFF LINE RIGHT, TURN LEFT ON OLD BUNCOMBE
 ED1129'ROAD FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT BETWEEN THE
 ED1129'CURB AND SIDEWALK AND NEAR A POWER POLE. STATION IS A CONCRETE POST
 ED1129'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 2.3 FEET (0.7 M)
 ED1129'WEST OF THE EAST EDGE OF THE CURB OF THE ROAD, 95.0 FEET (29.0 M)
 ED1129'NORTH OF THE CENTER OF CONE ELEMENTARY SCHOOL ROAD, 9.0 FEET (2.7 M)
 ED1129'EAST NORTHEAST OF THE POWER POLE WITH TWO GUY WIRES, 1.6 FEET (0.5 M)
 ED1129'EAST OF THE EAST EDGE OF THE SIDEWALK, 50.3 FEET (15.3 M) EAST
 ED1129'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK FOUNDATION OF A
 ED1129'VINYL-SIDED HOUSE, 93.0 FEET (28.3 M) SOUTH SOUTHEAST OF THE SOUTHEAST
 ED1129'CORNER OF THE BRICK FOUNDATION OF A VINYL-SIDED HOUSE, 8.5 FEET (2.6
 ED1129'M) EAST NORTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
 ED1129
 ED1129                          STATION RECOVERY (2000)
 ED1129
 ED1129'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1129'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTHWEST OF GREENVILLE.
 ED1129'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1129'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1129'JUNCTION OF STATE HIGHWAYS 253 (WEST BLUE RIDGE ROAD) AND 183 (CEDAR
 ED1129'LANE ROAD) , 2.4 MILES (3.9 KM) NORTHWEST OF GREENVILLE, GO EAST
 ED1129'SOUTHEAST ON HIGHWAY 183 FOR 0.8 MILE (1.3 KM) TO THE JUNCTION OF
 ED1129'STATE ROAD 13 (OLD BUNCOMBE ROAD LEFT/HUFF LANE RIGHT) , TURN LEFT ON
 ED1129'ROAD 13 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR A
 ED1129'POWER POLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED1129'LEVEL WITH THE ROAD, 24.9 FEET (7.6 M) SOUTH OF THE SOUTH SIDE OF A
 ED1129'4.0-FOOT BRICK COLUMN, 57.4 FEET (17.5 M) EAST SOUTHEAST OF THE
 ED1129'SOUTHEAST CORNER OF HOUSE NUMBER 2003, 8.7 FEET (2.7 M) EAST OF THE
 ED1129'POWER POLE WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED,
 ED1129'22.0 FEET (6.7 M) WEST OF A THE CENTER OF ROAD 13, 2.2 FEET (0.7 M)
 ED1129'WEST OF THE WEST EDGE OF THE CONCRETE CURB FOR ROAD 13, 8.2 FEET (2.5
 ED1129'M) EAST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 ED1129
 ED1129                          STATION RECOVERY (2004)
 ED1129
 ED1129'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1129'RECOVERED IN GOOD CONDITION.
 ED1129
 ED1129                          STATION RECOVERY (2005)
 ED1129
 ED1129'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0969 ***********************************************************************
 ED0969  DESIGNATION -  23 034
 ED0969  PID         -  ED0969
 ED0969  STATE/COUNTY-  SC/GREENVILLE
 ED0969  USGS QUAD   -  GREENVILLE (1983)
 ED0969
 ED0969                         *CURRENT SURVEY CONTROL
 ED0969  ___________________________________________________________________
 ED0969* NAD 83(2001)-  34 50 27.16628(N)    082 24 30.11921(W)     ADJUSTED  
 ED0969* NAVD 88     -       302.327  (meters)     991.88   (feet)  ADJUSTED  
 ED0969  ___________________________________________________________________
 ED0969  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ED0969  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED0969  DYNAMIC HT  -         302.019 (meters)     990.87  (feet)  COMP
 ED0969  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 ED0969
 ED0969  HORZ ORDER  -  SECOND
 ED0969  VERT ORDER  -  FIRST     CLASS II
 ED0969
 ED0969.The horizontal coordinates were established by classical geodetic methods
 ED0969.and adjusted by the National Geodetic Survey in March 2004..
 ED0969
 ED0969.The orthometric height was determined by differential leveling
 ED0969.and adjusted by the National Geodetic Survey in June 1991..
 ED0969
 ED0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED0969
 ED0969.The geoid height was determined by GEOID03.
 ED0969
 ED0969.The dynamic height is computed by dividing the NAVD 88
 ED0969.geopotential number by the normal gravity value computed on the
 ED0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0969.degrees latitude (g = 980.6199 gals.).
 ED0969
 ED0969.The modeled gravity was interpolated from observed gravity values.
 ED0969
 ED0969;                    North         East     Units Scale Factor Converg.
 ED0969;SPC SC       -   334,421.092   480,788.056   MT  1.00000269   -0 46 50.9
 ED0969;SPC SC       - 1,097,182.06  1,577,388.64   iFT  1.00000269   -0 46 50.9
 ED0969;UTM  17      - 3,856,301.690   371,231.401   MT  0.99980437   -0 48 17.0
 ED0969
 ED0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED0969!SPC SC       -   0.99995744  x   1.00000269  =   0.99996012
 ED0969!UTM  17      -   0.99995744  x   0.99980437  =   0.99976181
 ED0969
 ED0969                          SUPERSEDED SURVEY CONTROL
 ED0969
 ED0969  NAD 83(1986)-  34 50 27.17421(N)    082 24 30.12014(W) AD(       ) 2
 ED0969  NAD 27      -  34 50 26.74892(N)    082 24 30.67741(W) AD(       ) 2
 ED0969  NGVD 29 (??/??/??)  302.414  (m)          992.17   (f) ADJUSTED    1 2
 ED0969
 ED0969.Superseded values are not recommended for survey control.
 ED0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0969.See file dsdata.txt to determine how the superseded data were derived.
 ED0969
 ED0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7123156302(NAD 83)
 ED0969_MARKER: DD = SURVEY DISK
 ED0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0969_SP_SET: CONCRETE POST
 ED0969_STAMPING: HORZ 23 034 1979
 ED0969_MARK LOGO: SCGS  
 ED0969_PROJECTION: FLUSH
 ED0969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0969+STABILITY: SURFACE MOTION
 ED0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0969+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 ED0969
 ED0969  HISTORY     - Date     Condition        Report By
 ED0969  HISTORY     - 1979     MONUMENTED       SCGS
 ED0969  HISTORY     - 1980     GOOD             NGS
 ED0969  HISTORY     - 1982     GOOD             SCGS
 ED0969  HISTORY     - 19921208 GOOD             SCGS
 ED0969  HISTORY     - 20000808 GOOD             SCGS
 ED0969  HISTORY     - 20041007 GOOD             USPSQD
 ED0969  HISTORY     - 20060202 GOOD             USPSQD
 ED0969
 ED0969                          STATION DESCRIPTION
 ED0969
 ED0969'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED0969'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF GREENVILLE, AT
 ED0969'THE NORTHWEST CORNER OF THE YARD IN FRONT OF THE GREENVILLE HIGH
 ED0969'SCHOOL, ALONG THE SOUTH SIDE OF VARDRY STREET AND EAST OF THE
 ED0969'PAVED DRIVE TO A PARKING LOT.
 ED0969'
 ED0969'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 124
 ED0969'AND 81 IN THE SOUTHWEST SECTION OF GREENVILLE, GO SOUTH-SOUTHWEST
 ED0969'ON STATE HIGHWAY 81 (OLD AND ERSON ROAD) FOR 0.1 KM
 ED0969'(0.05 MI) TO A CROSS STREET.
 ED0969'TURN LEFT AND GO EASTERLY ON VARDRY STREET FOR 0.2 KM
 ED0969'(0.1 MI) TO GREEN AVENUE.  CONTINUE EASTERLY ON VARDRY STREET FOR
 ED0969'0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 ED0969'
 ED0969'THE STATION IS A STANDARD SCGS DISK
 ED0969'STAMPED---HORZ 23 034 1979---,
 ED0969'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 27 CM IN DIAMETER
 ED0969'FLUSH WITH GROUND.  IT IS LOCATED
 ED0969'10.42 METERS SOUTH FROM THE CENTER OF VARDRY STREET,
 ED0969'10.36 METERS EAST FROM THE CENTER OF PAVED DRIVE TO PARKING LOT,
 ED0969'AND
 ED0969'0.88 METER NORTH FROM AN IRON PICKET FENCE.
 ED0969'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED0969'STAMPED---HORZ 23 034 1979---,
 ED0969'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 ED0969'
 ED0969'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 ED0969'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED0969'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 ED0969
 ED0969                          STATION RECOVERY (1980)
 ED0969
 ED0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ED0969'IN GREENVILLE.
 ED0969'IN GREENVILLE, 0.7 KILOMETER (0.3 MILE) SOUTHWEST FROM THE CITY
 ED0969'HALL ALONG NORTH MAIN STREET TO THE JUNCTION OF AUGUSTA ROAD
 ED0969'(US HIGHWAY 25 BUSINESS), THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST
 ED0969'ALONG AUGUSTA ROAD TO THE JUNCTION OF FIELD STREET, THENCE 0.2
 ED0969'KILOMETER (0.1 MILE) WEST ALONG FIELD STREET TO THE INTERSECTION
 ED0969'OF VARDRY STREET, SET 2.2 METERS (7.2 FEET) EAST OF THE NORTHEAST
 ED0969'CORNER OF THE WROUGHT IRON FENCE SURROUNDING THE GREENVILLE HIGH
 ED0969'SCHOOL, 5.25 METERS (17.2 FEET) EAST-SOUTHEAST ENTRANCE LEADING
 ED0969'TO THE GREENVILLE HIGH SCHOOL, 4.4 METERS (14.5 FEET) SOUTH-SOUTHWEST
 ED0969'OF THE SOUTH-SOUTHWEST CURB OF VARDRY STREET, 2.2 METERS (7.2 FEET)
 ED0969'EAST OF THE NORTHEAST CORNER OF THE IRON FENCE.
 ED0969
 ED0969                          STATION RECOVERY (1982)
 ED0969
 ED0969'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED0969'RECOVERED IN GOOD CONDITION.
 ED0969
 ED0969                          STATION RECOVERY (1992)
 ED0969
 ED0969'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED0969'STATION IS LOCATED IN GREENVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED0969'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED0969'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS
 ED0969'(AUGUSTA STREET) AND STATE HIGHWAY 124 (PENDLETON STREET) IN
 ED0969'GREENVILLE, GO SOUTHWEST ON HIGHWAY 25 FOR 0.3 MILE (0.5 KM) TO A
 ED0969'PAVED ROAD RIGHT (VARDRY STREET), TURN RIGHT ON VARDRY STREET FOR 0.1
 ED0969'MILE (0.2 KM) TO THE STATION NEAR A WROUGHT IRON FENCE LINE IN THE
 ED0969'SOUTHEAST ANGLE OF A DRIVE LEFT LEADING TO THE PARKING AREA FOR
 ED0969'GREENVILLE HIGH SCHOOL. STATION IS A CONCRETE POST FLUSH WITH THE
 ED0969'GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 7.4 FEET (2.3 M) EAST OF
 ED0969'THE NORTHWEST CORNER POST OF THE FENCE, 17.3 FEET (5.3 M) EAST
 ED0969'SOUTHEAST OF THE WEST EDGE OF THE CONCRETE CURB OF THE DRIVE, 15.0
 ED0969'FEET (4.6 M) SOUTH SOUTHWEST OF THE NORTH EDGE OF A CONCRETE CURB OF
 ED0969'THE STREET, 2.9 FEET (0.9 M) NORTH NORTHEAST OF THE FENCE LINE.
 ED0969'RECOVERED BY D.D. WOODS.
 ED0969
 ED0969                          STATION RECOVERY (2000)
 ED0969
 ED0969'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0969'STATION IS LOCATED 1.1 MILES (1.8 KM) SOUTHWEST OF GREENVILLE.
 ED0969'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED0969'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED0969'JUNCTION OF STATE HIGHWAYS 20 (RIVER STREET/AUGUSTA STREET) AND 124
 ED0969'(PENDELTON/MAIN STREET) , 2.3 MILES (3.7 KM) WEST OF GREENVILLE, GO
 ED0969'NORTHEAST ON HIGHWAY 20 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF A
 ED0969'PAVED ROAD RIGHT (VARDRY STREET) , TURN RIGHT ON VARDRY STREET FOR 0.1
 ED0969'MILE (0.2 KM) TO THE STATION ON THE LEFT IN THE SOUTH ANGLE OF THE
 ED0969'PAVED DRIVEWAY ENTRANCE TO THE GREENVILLE HIGH SCHOOL GYMNASIUM.
 ED0969'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 ED0969'ABOVE THE LEVEL OF THE ROAD, 7.2 FEET (2.2 M) EAST OF THE NORTHERN
 ED0969'CORNER OF A 6-FOOT WROUGHT IRON FENCE, 33.4 FEET (10.2 M) SOUTHEAST OF
 ED0969'THE CENTER OF A DRIVEWAY LEADING TO THE JAMES SLICK MOORE GYMNASIUM,
 ED0969'31.7 FEET (9.7 M) SOUTHWEST OF THE CENTER OF VARDRY STREET, 18.8 FEET
 ED0969'(5.7 M) EAST NORTHEAST OF A POWER POLE WITH A SECURITY LIGHT AND A
 ED0969'SCGS REFERENCE WASHER ATTACHED.
 ED0969
 ED0969                          STATION RECOVERY (2004)
 ED0969
 ED0969'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED0969'RECOVERED IN GOOD CONDITION.
 ED0969
 ED0969                          STATION RECOVERY (2006)
 ED0969
 ED0969'RECOVERY NOTE BY US POWER SQUADRON 2006
 ED0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1118 ***********************************************************************
 ED1118  DESIGNATION -  23 035
 ED1118  PID         -  ED1118
 ED1118  STATE/COUNTY-  SC/GREENVILLE
 ED1118  USGS QUAD   -  GREENVILLE (1983)
 ED1118
 ED1118                         *CURRENT SURVEY CONTROL
 ED1118  ___________________________________________________________________
 ED1118* NAD 83(2001)-  34 50 07.92298(N)    082 23 13.11688(W)     ADJUSTED  
 ED1118* NAVD 88     -       280.846  (meters)     921.41   (feet)  ADJUSTED  
 ED1118  ___________________________________________________________________
 ED1118  X           -     694,346.535 (meters)                     COMP
 ED1118  Y           -  -5,194,877.918 (meters)                     COMP
 ED1118  Z           -   3,623,048.552 (meters)                     COMP
 ED1118  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 ED1118  ELLIP HEIGHT-         249.70  (meters)          (03/13/03) GPS OBS
 ED1118  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED1118  DYNAMIC HT  -         280.559 (meters)     920.47  (feet)  COMP
 ED1118  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 ED1118
 ED1118  HORZ ORDER  -  FIRST
 ED1118  VERT ORDER  -  FIRST     CLASS II
 ED1118  ELLP ORDER  -  FOURTH    CLASS II
 ED1118
 ED1118.The horizontal coordinates were established by GPS observations
 ED1118.and adjusted by the National Geodetic Survey in March 2003..
 ED1118
 ED1118.The orthometric height was determined by differential leveling
 ED1118.and adjusted by the National Geodetic Survey in June 1991..
 ED1118
 ED1118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1118
 ED1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1118
 ED1118.The ellipsoidal height was determined by GPS observations
 ED1118.and is referenced to NAD 83.
 ED1118
 ED1118.The geoid height was determined by GEOID03.
 ED1118
 ED1118.The dynamic height is computed by dividing the NAVD 88
 ED1118.geopotential number by the normal gravity value computed on the
 ED1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1118.degrees latitude (g = 980.6199 gals.).
 ED1118
 ED1118.The modeled gravity was interpolated from observed gravity values.
 ED1118
 ED1118;                    North         East     Units Scale Factor Converg.
 ED1118;SPC SC       -   333,801.685   482,736.308   MT  1.00000078   -0 46 08.2
 ED1118;SPC SC       - 1,095,149.89  1,583,780.54   iFT  1.00000078   -0 46 08.2
 ED1118;UTM  17      - 3,855,681.603   373,179.006   MT  0.99979823   -0 47 32.6
 ED1118
 ED1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1118!SPC SC       -   0.99996081  x   1.00000078  =   0.99996159
 ED1118!UTM  17      -   0.99996081  x   0.99979823  =   0.99975904
 ED1118
 ED1118|---------------------------------------------------------------------|
 ED1118| PID    Reference Object                     Distance      Geod. Az  |
 ED1118|                                                           dddmmss.s |
 ED1118| ED2229 23 035 AZ MK PTA                    349.633 METERS 13010     |
 ED1118| ED2230 23 035 AZ MK                        340.648 METERS 13010     |
 ED1118|---------------------------------------------------------------------|
 ED1118
 ED1118                          SUPERSEDED SURVEY CONTROL
 ED1118
 ED1118  NAD 83(1986)-  34 50 07.93119(N)    082 23 13.11741(W) AD(       ) 1
 ED1118  NAD 83(1995)-  34 50 07.92315(N)    082 23 13.11707(W) AD(       ) 1
 ED1118  NAD 83(1995)-  34 50 07.92315(N)    082 23 13.11707(W) AD(       ) 2
 ED1118  ELLIP H (12/20/99)  249.71   (m)                       GP(       ) 4 1
 ED1118  NAD 83(1986)-  34 50 07.93119(N)    082 23 13.11741(W) AD(       ) 2
 ED1118  NAD 27      -  34 50 07.50670(N)    082 23 13.67641(W) AD(       ) 2
 ED1118  NAVD 88 (10/04/96)  280.85   (m)          921.4    (f) LEVELING    3  
 ED1118  NGVD 29 (??/??/??)  280.935  (m)          921.70   (f) ADJUSTED    1 2
 ED1118
 ED1118.Superseded values are not recommended for survey control.
 ED1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1118.See file dsdata.txt to determine how the superseded data were derived.
 ED1118
 ED1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7317955682(NAD 83)
 ED1118_MARKER: DD = SURVEY DISK
 ED1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1118_SP_SET: CONCRETE POST
 ED1118_STAMPING: HORZ 23 035 1979
 ED1118_MARK LOGO: SCGS  
 ED1118_PROJECTION: FLUSH
 ED1118_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1118+STABILITY: SURFACE MOTION
 ED1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1118+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 ED1118
 ED1118  HISTORY     - Date     Condition        Report By
 ED1118  HISTORY     - 1979     MONUMENTED       SCGS
 ED1118  HISTORY     - 1982     GOOD             SCGS
 ED1118  HISTORY     - 19910919 GOOD             SCGS
 ED1118  HISTORY     - 19921208 GOOD             SCGS
 ED1118  HISTORY     - 19960228 GOOD             SCGS
 ED1118  HISTORY     - 20000727 GOOD             SCGS
 ED1118  HISTORY     - 20041007 GOOD             USPSQD
 ED1118  HISTORY     - 20060202 GOOD             USPSQD
 ED1118
 ED1118                          STATION DESCRIPTION
 ED1118
 ED1118'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1118'THE STATION IS LOCATED IN GREENVILLE, ABOUT 4 KM SOUTHEAST OF THE
 ED1118'DANIELS BUILDING ON THE RIGHT-OF-WAY OF CLEVELAND STREET,
 ED1118'BETWEEN THE YMCA COMPLEX AND THE SAINT MATTHEWS UNITED
 ED1118'METHODIST CHURCH.
 ED1118'
 ED1118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS
 ED1118'AND STATE HIGHWAY 291, JUST NORTH OF INTERSTATE 85. GO NORTH
 ED1118'ON 291 FOR 2.9 KM (1.8 MI) TO CLEVELAND STREET ON THE LEFT.  TURN
 ED1118'LEFT AND GO WEST FOR 1.8 KM (1.1 MI) TO A CROSS STREET.  CONTINUE
 ED1118'AHEAD FOR 0.5 KM (0.3 MI) TO THE BEGINNING OF FOUR-LANE ROAD AND
 ED1118'AZIMUTH MARK ON LEFT AT A PECAN ORCHARD.  CONTINUE AHEAD FOR 0.3
 ED1118'KM (0.2 MI) TO A DRIVEWAY TO THE SAINT MATTHEWS CHURCH ON THE
 ED1118'RIGHT AND THE STATION.
 ED1118'
 ED1118'THE STATION IS A STANDARD SCGS DISK
 ED1118'STAMPED---HORZ 23 035 1979---,
 ED1118'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED1118'FLUSH WITH GROUND.  IT IS LOCATED
 ED1118'9.84 METERS NORTHEAST FROM THE CENTER OF CLEVELAND STREET,
 ED1118'6.71 METERS SOUTHWEST FROM THE CENTER OF A DRIVEWAY,
 ED1118'3.66 METERS NORTHWEST FROM A UTILITY POLE WITH A STREET LIGHT
 ED1118'AND
 ED1118'0.82 METERS SOUTHWEST FROM THE SOUTHWEST SIDEWALK EDGE.
 ED1118'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1118'STAMPED---HORZ 23 035 1979---,
 ED1118'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1118'
 ED1118'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED1118'STAMPED---AZ MK 23 035 1979---,
 ED1118'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED1118'FLUSH WITH GROUND.  IT IS LOCATED
 ED1118'25.15 METERS NORTHWEST FROM A UTILITY POLE,
 ED1118'22.25 METERS SOUTHEAST FROM A FIRE HYDRANT,
 ED1118'9.75 METERS SOUTH-SOUTHWEST FROM THE CENTER OF CLEVELAND STREET
 ED1118'AND
 ED1118'4.72 METERS NORTHWEST FROM THE END OF A SIDEWALK.
 ED1118'
 ED1118'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED1118'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED1118
 ED1118                          STATION RECOVERY (1982)
 ED1118
 ED1118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1118'IN GREENVILLE.
 ED1118'THE MARK IS ABOVE LEVEL WITH CLEVELAND STREET.
 ED1118'2.9 KILOMETERS (1.8 MILES) NORTH ALONG STATE HIGHWAY 291
 ED1118'(PLEASANTBURG DRIVE) FROM THE JUCNTION OF INTERSTATE 85 AND U.S.
 ED1118'HIGHWAY 25 BUSINESS, THENCE 2.6 KILOMETERS (1.6 MILES) WEST ALONG
 ED1118'CLEVELAND STREET, SET NEAR THE ENTRANCE TO THE SAINT MATTHEWS UNITED
 ED1118'METHODIST CHURCH, 7.0 METERS (23.0 FEET) SOUTHEAST OF THE CENTER
 ED1118'OF THE DRIVEWAY TO THE CHURCH, 10.4 METERS (34.0 FEET) NORTHEAST
 ED1118'OF THE APPROXIMATE CENTER OF CLEVELAND STREET, 0.6 METER (2.0 FEET)
 ED1118'SOUTHWEST OF THE SOUTHWEST EDGE OF THE SIDEWALK AND 3.8 METERS
 ED1118'(12.5 FEET) NORTHWEST OF A POWERPOLE WITH A STREET LIGHT.
 ED1118
 ED1118                          STATION RECOVERY (1991)
 ED1118
 ED1118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1118'STATION IS LOCATED 1.15 MILES SOUTH SOUTHEAST OF GREENVILLE.
 ED1118'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1118'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED1118'THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND STATE
 ED1118'HIGHWAY 291 (SOUTH PLEASANTBURG DRIVE), 3.8 MILES SOUTH SOUTHEAST OF
 ED1118'GREENVILLE, GO NORTH NORTHEAST ON HIGHWAY 291 FOR 1.8 MILES TO THE
 ED1118'JUNCTION OF CLEVELAND STREET, TURN LEFT ON CLEVELAND STREET FOR 1.05
 ED1118'MILE TO THE JUNCTION OF EAST FARIS ROAD, CONTINUE ON CLEVELAND STREET
 ED1118'FOR 0.5 MILE TO AN ENTRANCE RIGHT TO THE SAINT MATTHEWS UNITED
 ED1118'METHODIST CHURCH AND THE STATION IN A GRASSY STRIP BETWEEN THE ROAD
 ED1118'CURB AND A SIDEWALK.  STATION IS A CONCRETE POST RECESSED 1-INCH AND
 ED1118'LEVEL WITH THE ROAD, 20.0 FEET SOUTHEAST OF THE CENTER OF THE
 ED1118'ENTRANCE, 2.6 FEET SOUTHWEST OF THE SOUTH EDGE OF THE SIDEWALK, 11.9
 ED1118'FEET NORTHWEST OF A POWER POLE WITH A STREET LIGHT, 32.2 FEET
 ED1118'NORTHEAST OF THE CENTER OF CLEVELAND STREET.  RECOVERED BY T. HALL.
 ED1118
 ED1118                          STATION RECOVERY (1992)
 ED1118
 ED1118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1118'RECOVERED AS DESCRIBED.
 ED1118
 ED1118                          STATION RECOVERY (1996)
 ED1118
 ED1118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED1118'RECOVERED AS DESCRIBED.
 ED1118
 ED1118                          STATION RECOVERY (2000)
 ED1118
 ED1118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1118'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTH OF GREENVILLE.
 ED1118'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1118'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1118'JUNCTION OF U.S.  HIGHWAY 29 (SOUTH CHURCH STREET) AND STATE HIGHWAY
 ED1118'20 (AUGUSTA STREET) , 1.5 MILES (2.4 KM) SOUTHEAST OF GREENVILLE, GO
 ED1118'NORTHEAST ON HIGHWAY 29 FOR 0.85 MILE (1.37 KM) TO AN OFF RAMP AT THE
 ED1118'JUNCTION OVERPASS OF STATE ROAD 189 (CLEVELAND AND CAMPERDOWN ROAD) ,
 ED1118'BEAR RIGHT ON THE OFF RAMP FOR 0.2 MILE (0.3 KM) TO THE LEFT REVERSE
 ED1118'FORKED JUNCTION OF STATE ROAD 189 (CLEVELAND ROAD) , TURN LEFT ON ROAD
 ED1118'189 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE LEFT IN FRONT OF THE
 ED1118'ST.  MATTHEW UNITED METHODIST CHURCH. STATION IS A CONCRETE POST
 ED1118'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 32.3 FEET (9.8 M)
 ED1118'NORTHEAST OF THE CENTER OF THE ROAD, 2.7 FEET (0.8 M) SOUTHWEST OF THE
 ED1118'SOUTHWEST EDGE OF A 4.0-FOOT CONCRETE WALK, 11.7 FEET (3.6 M)
 ED1118'NORTHWEST OF A POWER POLE WITH A SECURITY LIGHT AND A SCGS REFERENCE
 ED1118'WASHER ATTACHED, 22.0 FEET (6.7 M) SOUTHEAST OF THE CENTER OF THE MAIN
 ED1118'PAVED ENTRANCE TO THE CHURCH, 12.0 FEET (3.7 M) NORTHWEST OF A WITNESS
 ED1118'POST.  RECOVERED BY D.L. BRECHLIN.
 ED1118
 ED1118                          STATION RECOVERY (2004)
 ED1118
 ED1118'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1118'RECOVERED IN GOOD CONDITION.
 ED1118
 ED1118                          STATION RECOVERY (2006)
 ED1118
 ED1118'RECOVERY NOTE BY US POWER SQUADRON 2006
 ED1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1117 ***********************************************************************
 ED1117  DESIGNATION -  23 035 AZ MK RESET
 ED1117  PID         -  ED1117
 ED1117  STATE/COUNTY-  SC/GREENVILLE
 ED1117  USGS QUAD   -  GREENVILLE (1983)
 ED1117
 ED1117                         *CURRENT SURVEY CONTROL
 ED1117  ___________________________________________________________________
 ED1117* NAD 83(1986)-  34 50 01.     (N)    082 23 02.     (W)     SCALED    
 ED1117* NAVD 88     -       278.013  (meters)     912.11   (feet)  ADJUSTED  
 ED1117  ___________________________________________________________________
 ED1117  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED1117  DYNAMIC HT  -         277.729 (meters)     911.18  (feet)  COMP
 ED1117  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 ED1117
 ED1117  VERT ORDER  -  FIRST     CLASS II
 ED1117
 ED1117.The horizontal coordinates were scaled from a topographic map and have
 ED1117.an estimated accuracy of +/- 6 seconds.
 ED1117
 ED1117.The orthometric height was determined by differential leveling
 ED1117.and adjusted by the National Geodetic Survey in June 1991..
 ED1117
 ED1117.The geoid height was determined by GEOID03.
 ED1117
 ED1117.The dynamic height is computed by dividing the NAVD 88
 ED1117.geopotential number by the normal gravity value computed on the
 ED1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1117.degrees latitude (g = 980.6199 gals.).
 ED1117
 ED1117.The modeled gravity was interpolated from observed gravity values.
 ED1117
 ED1117;                    North         East    Units  Estimated Accuracy
 ED1117;SPC SC       -   333,590.      483,020.      MT  (+/- 180 meters Scaled)
 ED1117
 ED1117                          SUPERSEDED SURVEY CONTROL
 ED1117
 ED1117  NGVD 29 (??/??/??)  278.103  (m)          912.41   (f) ADJUSTED    1 2
 ED1117
 ED1117.Superseded values are not recommended for survey control.
 ED1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1117.See file dsdata.txt to determine how the superseded data were derived.
 ED1117
 ED1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU734554(NAD 83)
 ED1117_MARKER: DD = SURVEY DISK
 ED1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1117_SP_SET: CONCRETE POST
 ED1117_STAMPING: AZ MK 23 035 1979 1982 RESET
 ED1117_MARK LOGO: SCGS  
 ED1117_PROJECTION: FLUSH
 ED1117_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1117+STABILITY: SURFACE MOTION
 ED1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1117+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1992
 ED1117
 ED1117  HISTORY     - Date     Condition        Report By
 ED1117  HISTORY     - 1979     MONUMENTED       SCGS
 ED1117  HISTORY     - 19910919 GOOD             SCGS
 ED1117  HISTORY     - 19921208 GOOD             SCGS
 ED1117  HISTORY     - 19960228 MARK NOT FOUND   SCGS
 ED1117  HISTORY     - 20000727 MARK NOT FOUND   SCGS
 ED1117  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 ED1117
 ED1117                          STATION DESCRIPTION
 ED1117
 ED1117'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED1117'IN GREENVILLE.
 ED1117'THE MARK IS ABOVE LEVEL WITH CLEVELAND STREET.
 ED1117'2.9 KILOMETERS (1.8 MILES) NORTH ALONG STATE HIGHWAY 291
 ED1117'(PLEASANTBURG DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED1117'U.S. HIGHWAY 25 BUSINESS, THENCE 2.3 KILOMETERS (1.4 MILES) WEST ALONG
 ED1117'CLEVELAND STREET, SET ON THE LEFT AT THE BEGINNING OF THE FOUR LANE
 ED1117'ROAD, 9.7 METERS (32.0 FEET) SOUTH SOUTHWEST OF THE APPROXIMATE
 ED1117'CENTER OF CLEVELAND STREET, 21.9 METERS (72.0 FEET) SOUTHEAST OF A
 ED1117'FIRE HYDRANT, 37.9 METERS (124.5 FEET) SOUTHEAST OF THE APPROXIMATE
 ED1117'CENTER OF CRESCENT AVENUE AND 0.6 METERS (2.0 FEET) NORTH NORTHEAST
 ED1117'OF THE NORTH EDGE OF THE SIDEWALK. THIS MARK WAS RECOVERED TILTED
 ED1117'AND LOOSE, IT WAS STRAIGHTENED AND REINFORCED AT THIS TIME.
 ED1117
 ED1117                          STATION RECOVERY (1991)
 ED1117
 ED1117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1117'STATION IS LOCATED 1.2 MILES SOUTHEAST OF GREENVILLE.
 ED1117'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1117'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED1117'THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND STATE
 ED1117'HIGHWAY 291 (SOUTH PLEASANTBURG DRIVE), 3.8 MILES SOUTH SOUTHEAST OF
 ED1117'GREENVILLE, GO NORTH NORTHEAST ON HIGHWAY 291 FOR 1.8 MILES TO THE
 ED1117'JUNCTION OF CLEVELAND STREET, TURN LEFT ON CLEVELAND STREET FOR 1.05
 ED1117'MILE TO THE JUNCTION OF EAST FARIS ROAD, CONTINUE ON CLEVELAND STREET
 ED1117'FOR 0.3 MILE TO THE STATION ON THE LEFT NEAR A BRICK WALL, 0.05 MILE
 ED1117'SOUTHEAST OF THE JUNCTION OF CRESCENT AVENUE.  STATION IS A CONCRETE
 ED1117'POST RECESSED 1-INCH AND LEVEL WITH THE ROAD, 75.6 FEET EAST
 ED1117'SOUTHEAST OF A FIRE HYDRANT, 126.5 FEET SOUTHEAST OF THE CENTER OF
 ED1117'CRESCENT AVENUE, 3.5 FEET SOUTH SOUTHWEST OF THE NORTH EDGE OF A CURB
 ED1117'ON THE SOUTH SIDE OF CLEVELAND STREET, 8.7 FEET NORTH NORTHEAST OF
 ED1117'THE FACE OF THE BRICK WALL, 32.2 FEET SOUTH SOUTHWEST OF THE CENTER
 ED1117'OF CLEVELAND STREET.  RECOVERED BY T. HALL.
 ED1117
 ED1117                          STATION RECOVERY (1992)
 ED1117
 ED1117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1117'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTHEAST OF GREENVILLE.
 ED1117'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1117'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED1117'JUNCTION OF U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND STATE HIGHWAY
 ED1117'291 (SOUTH PLEASANTBURG DRIVE), 3.8 MILES (6.1 KM) SOUTH SOUTHEAST OF
 ED1117'GREENVILLE, GO NORTH NORTHEAST ON HIGHWAY 291 FOR 1.8 MILES (2.9 KM)
 ED1117'TO THE JUNCTION OF CLEVELAND STREET, TURN LEFT ON CLEVELAND STREET FOR
 ED1117'1.05 MILE (1.69 KM) TO THE JUNCTION OF EAST FARIS ROAD, CONTINUE ON
 ED1117'CLEVELAND STREET FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT NEAR
 ED1117'A BRICK WALL, 0.05 MILE (0.08 KM) SOUTHEAST OF THE JUNCTION OF
 ED1117'CRESCENT AVENUE. STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL
 ED1117'WITH THE ROAD, 75.6 FEET (23.0 M) EAST SOUTHEAST OF A FIRE HYDRANT,
 ED1117'117.6 FEET (35.8 M) SOUTHEAST OF THE CENTER OF CRESCENT AVENUE, 3.5
 ED1117'FEET (1.1 M) SOUTH SOUTHWEST OF THE NORTH EDGE OF A CURB ON THE SOUTH
 ED1117'SIDE OF CLEVELAND STREET, 8.7 FEET (2.7 M) NORTH NORTHEAST OF THE FACE
 ED1117'OF THE BRICK WALL, 34.0 FEET (10.4 M) SOUTH SOUTHWEST OF THE CENTER OF
 ED1117'CLEVELAND STREET. RECOVERED BY D.D. WOODS.
 ED1117
 ED1117                          STATION RECOVERY (1996)
 ED1117
 ED1117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED1117'NOT RECOVERED, 1 HOUR SPENT SEARCHING, PRESUMED DESTROYED, USED
 ED1117'DISTANCES FROM A BRICK WALL AND MEASURED DISTANCE FROM SURVEY STATION
 ED1117'23 035, AREA THOROUGHLY PROBED.  RECOVERY BY C.E.  GEOGHEGAN.
 ED1117
 ED1117                          STATION RECOVERY (2000)
 ED1117
 ED1117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1117'NOT RECOVERED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL
 ED1117'TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION
 ED1117'WITH NO RESULTS, PRESUMED DESTROYED.  RECOVERY BY D.L.  BRECHLIN.
 ED1117
 ED1117                          STATION RECOVERY (2004)
 ED1117
 ED1117'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1103 ***********************************************************************
 ED1103  DESIGNATION -  23 036 AZ MK
 ED1103  PID         -  ED1103
 ED1103  STATE/COUNTY-  SC/GREENVILLE
 ED1103  USGS QUAD   -  GREENVILLE (1983)
 ED1103
 ED1103                         *CURRENT SURVEY CONTROL
 ED1103  ___________________________________________________________________
 ED1103* NAD 83(2001)-  34 50 45.01374(N)    082 26 46.46296(W)     ADJUSTED  
 ED1103* NAVD 88     -       314.172  (meters)    1030.75   (feet)  ADJUSTED  
 ED1103  ___________________________________________________________________
 ED1103  X           -     688,890.697 (meters)                     COMP
 ED1103  Y           -  -5,194,973.111 (meters)                     COMP
 ED1103  Z           -   3,624,005.746 (meters)                     COMP
 ED1103  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 ED1103  ELLIP HEIGHT-         283.05  (meters)          (03/13/03) GPS OBS
 ED1103  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 ED1103  DYNAMIC HT  -         313.852 (meters)    1029.70  (feet)  COMP
 ED1103  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 ED1103
 ED1103  HORZ ORDER  -  FIRST
 ED1103  VERT ORDER  -  FIRST     CLASS II
 ED1103  ELLP ORDER  -  FOURTH    CLASS II
 ED1103
 ED1103.The horizontal coordinates were established by GPS observations
 ED1103.and adjusted by the National Geodetic Survey in March 2003..
 ED1103
 ED1103.The orthometric height was determined by differential leveling
 ED1103.and adjusted by the National Geodetic Survey in June 1991..
 ED1103
 ED1103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1103
 ED1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1103
 ED1103.The ellipsoidal height was determined by GPS observations
 ED1103.and is referenced to NAD 83.
 ED1103
 ED1103.The geoid height was determined by GEOID03.
 ED1103
 ED1103.The dynamic height is computed by dividing the NAVD 88
 ED1103.geopotential number by the normal gravity value computed on the
 ED1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1103.degrees latitude (g = 980.6199 gals.).
 ED1103
 ED1103.The modeled gravity was interpolated from observed gravity values.
 ED1103
 ED1103;                    North         East     Units Scale Factor Converg.
 ED1103;SPC SC       -   335,018.868   477,332.013   MT  1.00000447   -0 48 06.5
 ED1103;SPC SC       - 1,099,143.27  1,566,049.91   iFT  1.00000447   -0 48 06.5
 ED1103;UTM  17      - 3,856,900.815   367,776.280   MT  0.99981548   -0 49 35.2
 ED1103
 ED1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1103!SPC SC       -   0.99995557  x   1.00000447  =   0.99996004
 ED1103!UTM  17      -   0.99995557  x   0.99981548  =   0.99977106
 ED1103
 ED1103:                Primary Azimuth Mark                     Grid Az
 ED1103:SPC SC       -  23 036                                   157 11 55.4
 ED1103:UTM  17      -  23 036                                   157 13 24.1
 ED1103
 ED1103|---------------------------------------------------------------------|
 ED1103| PID    Reference Object                     Distance      Geod. Az  |
 ED1103|                                                           dddmmss.s |
 ED1103| ED1102 23 036                              472.428 METERS 1562348.9 |
 ED1103|---------------------------------------------------------------------|
 ED1103
 ED1103                          SUPERSEDED SURVEY CONTROL
 ED1103
 ED1103  NAD 83(1986)-  34 50 45.02085(N)    082 26 46.46445(W) AD(       ) 1
 ED1103  NAD 83(1995)-  34 50 45.01312(N)    082 26 46.46277(W) AD(       ) 1
 ED1103  ELLIP H (04/18/02)  282.99   (m)                       GP(       ) 4 1
 ED1103  NAD 83(1986)-  34 50 45.02121(N)    082 26 46.46412(W) AD(       ) 2
 ED1103  NAD 27      -  34 50 44.59374(N)    082 26 47.01779(W) AD(       ) 2
 ED1103  NAVD 88 (04/18/02)  314.17   (m)         1030.7    (f) LEVELING    3  
 ED1103  NGVD 29 (12/12/91)  314.260  (m)         1031.03   (f) ADJUSTED    1 2
 ED1103
 ED1103.Superseded values are not recommended for survey control.
 ED1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1103.See file dsdata.txt to determine how the superseded data were derived.
 ED1103
 ED1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6777656901(NAD 83)
 ED1103_MARKER: DD = SURVEY DISK
 ED1103_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ED1103_SP_SET: SIDEWALK
 ED1103_STAMPING: AZ MK 23 036 1979
 ED1103_MARK LOGO: SCGS  
 ED1103_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1103+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 ED1103
 ED1103  HISTORY     - Date     Condition        Report By
 ED1103  HISTORY     - 1979     MONUMENTED       SCGS
 ED1103  HISTORY     - 1982     GOOD             SCGS
 ED1103  HISTORY     - 19880812 GOOD             SCGS
 ED1103  HISTORY     - 19921209 GOOD             SCGS
 ED1103  HISTORY     - 20000809 GOOD             SCGS
 ED1103
 ED1103                          STATION DESCRIPTION
 ED1103
 ED1103'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1103'THE STATION IS LOCATED ABOUT 6-1/2 WEST-SOUTHWEST OF DOWNTOWN
 ED1103'GREENVILLE, ALONG THE EAST SIDE OF U.S. HIGHWAY 25 BY-PASS, NEAR
 ED1103'EARLE DRIVE.
 ED1103'
 ED1103'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25 BY-PASS
 ED1103'AND STATE HIGHWAY 124, GO SOUTH ON HIGHWAY 25 FOR 0.2 KM (0.1 MI)
 ED1103'TO THE STATION ON THE LEFT.
 ED1103'
 ED1103'THE STATION IS A STANDARD SCGS DISK
 ED1103'STAMPED---23 036 SCGS AZ MK 1979---,
 ED1103'SET INTO A DRILL HOLE IN A SIDE WALK FLUSH WITH THE SURFACE.
 ED1103'IT IS LOCATED
 ED1103'63.4 METERS NORTHWEST FROM THE CENTER OF EARLE DRIVE,
 ED1103'25.0 METERS SOUTHEAST FROM A MANHOLE COVER IN THE SIDE WALK,
 ED1103'7.6 METERS NORTHWEST FROM THE CENTER OF THE NORTH ONE OF 3
 ED1103'DRIVEWAYS LEADING INTO A JUNKYARD AND
 ED1103'4.7 METERS NORTHEAST FROM THE CENTER OF THE NORTHBOUND LANE OF
 ED1103'U.S. HIGHWAY 25 BYPASS.
 ED1103'
 ED1103'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1103'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1103
 ED1103                          STATION RECOVERY (1982)
 ED1103
 ED1103'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1103'1.3 KM (0.8 MI) WNW FROM WEST GREENVILLE.
 ED1103'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 ED1103'1.4 KILOMETERS (0.85 MILE) NORTH ALONG U.S. HIGHWAY 25 (WHITE HORSE
 ED1103'ROAD) FROM THE JUNCTION OF U.S. HIGHWAY 123, SET IN THE SIDEWALK ON
 ED1103'THE NORTHEAST SIDE OF HIGHWAY 25, APPROXIMATELY 143.5 METERS (471.0
 ED1103'FEET) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 124, 3.6 METERS
 ED1103'(11.7 FEET) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAINLINK
 ED1103'FENCE, 0.8 METER (2.9 FEET) NORTHEAST OF THE NORTHEAST CURB OF HIGHWAY
 ED1103'25 AND 27.4 METERS (90.0 FEET) SOUTHEAST OF THE CENTER OF A MANHOLE
 ED1103'COVER.
 ED1103
 ED1103                          STATION RECOVERY (1988)
 ED1103
 ED1103'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1103'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 ED1103'STATION IS LOCATED (2.7 MI) WEST OF THE CENTER OF GREENVILLE.
 ED1103'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA,
 ED1103'SC  29202.
 ED1103'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (WHITE HORSE
 ED1103'ROAD) AND STATE HIGHWAY 124 (OLD EASLEY ROAD), ((2.7 MI) WEST OF
 ED1103'GREENVILLE), GO SOUTH-SOUTHEAST ON HIGHWAY 25 FOR (0.1 MI) TO THE MARK
 ED1103'ON THE LEFT, IN THE SIDEWALK ON THE NORTHEAST SIDE OF THE HIGHWAY.
 ED1103'STATION IS A DRILL MARK IN THE SIDEWALK, (15.6 FT) EAST-NORTHEAST OF
 ED1103'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, (53.2 FT) NORTHWEST
 ED1103'OF A POWER POLE WITH A SECURITY LIGHT, (22.0 FT) NORTH-NORTHWEST OF
 ED1103'THE CENTER OF A DRIVEWAY TO A USED CAR LOT, (23.6 FT) WEST-SOUTHWEST
 ED1103'OF A CHAIN LINK FENCE.
 ED1103'DESCRIBED BY T HALL
 ED1103
 ED1103                          STATION RECOVERY (1992)
 ED1103
 ED1103'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1103'RECOVERED AS DESCRIBED.
 ED1103
 ED1103                          STATION RECOVERY (2000)
 ED1103
 ED1103'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1103'STATION IS LOCATED 3.O MILES WEST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED1103'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1103'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED1103'25 (WHITE HORSE ROAD) AND STATE HIGHWAY 124 (OLD EASLEY ROAD) , 3.3
 ED1103'MILES (5.3 KM) WEST OF GREENVILLE, GO SOUTH SOUTHEAST ON HIGHWAY 25
 ED1103'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT IN A SIDEWALK.
 ED1103'STATION IS A DISK IN A DRILL HOLE IN THE SIDEWALK AND 0.5 FOOT (15.2
 ED1103'CM) ABOVE THE HIGHWAY, 2.2 FEET (0.7 M) EAST NORTHEAST OF THE
 ED1103'NORTHEAST EDGE OF THE CURB OF THE HIGHWAY, 11.9 FEET (3.6 M) SOUTH OF
 ED1103'THE SOUTHWEST CORNER OF A 4.0-FOOT CHAIN LINK FENCE, 27.6 FEET (8.4 M)
 ED1103'SOUTHWEST OF A POWER LINE STUB POLE WITH A METER BOX ATTACHED, 54.0
 ED1103'FEET (16.5 M) NORTHWEST OF A LIGHT POLE WITH A SCGS REFERENCE WASHER
 ED1103'ATTACHED, 8.4 FEET (2.6 M) SOUTH OF A WITNESS POST. NOTE-STATION IS
 ED1103'INTERVISIBLE WITH SURVEY STATION 23 036.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1097 ***********************************************************************
 ED1097  DESIGNATION -  23 037
 ED1097  PID         -  ED1097
 ED1097  STATE/COUNTY-  SC/GREENVILLE
 ED1097  USGS QUAD   -  GREENVILLE (1983)
 ED1097
 ED1097                         *CURRENT SURVEY CONTROL
 ED1097  ___________________________________________________________________
 ED1097* NAD 83(2001)-  34 48 12.17909(N)    082 25 47.22838(W)     ADJUSTED  
 ED1097* NAVD 88     -       306.423  (meters)    1005.32   (feet)  ADJUSTED  
 ED1097  ___________________________________________________________________
 ED1097  X           -     690,736.057 (meters)                     COMP
 ED1097  Y           -  -5,197,435.047 (meters)                     COMP
 ED1097  Z           -   3,620,134.932 (meters)                     COMP
 ED1097  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 ED1097  ELLIP HEIGHT-         275.35  (meters)          (12/20/99) GPS OBS
 ED1097  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 ED1097  DYNAMIC HT  -         306.111 (meters)    1004.30  (feet)  COMP
 ED1097  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 ED1097
 ED1097  HORZ ORDER  -  SECOND
 ED1097  VERT ORDER  -  FIRST     CLASS II
 ED1097  ELLP ORDER  -  FOURTH    CLASS I
 ED1097
 ED1097.The horizontal coordinates were established by classical geodetic methods
 ED1097.and adjusted by the National Geodetic Survey in March 2004..
 ED1097
 ED1097.The orthometric height was determined by differential leveling
 ED1097.and adjusted by the National Geodetic Survey in June 1991..
 ED1097
 ED1097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1097
 ED1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1097
 ED1097.The ellipsoidal height was determined by GPS observations
 ED1097.and is referenced to NAD 83.
 ED1097
 ED1097.The geoid height was determined by GEOID03.
 ED1097
 ED1097.The dynamic height is computed by dividing the NAVD 88
 ED1097.geopotential number by the normal gravity value computed on the
 ED1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1097.degrees latitude (g = 980.6199 gals.).
 ED1097
 ED1097.The modeled gravity was interpolated from observed gravity values.
 ED1097
 ED1097;                    North         East     Units Scale Factor Converg.
 ED1097;SPC SC       -   330,288.651   478,771.590   MT  0.99998949   -0 47 33.6
 ED1097;SPC SC       - 1,083,624.18  1,570,772.93   iFT  0.99998949   -0 47 33.6
 ED1097;UTM  17      - 3,852,170.863   369,213.605   MT  0.99981082   -0 48 58.3
 ED1097
 ED1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1097!SPC SC       -   0.99995678  x   0.99998949  =   0.99994627
 ED1097!UTM  17      -   0.99995678  x   0.99981082  =   0.99976761
 ED1097
 ED1097:                Primary Azimuth Mark                     Grid Az
 ED1097:SPC SC       -  GREENVILLE AUGUSTA HGTS BAP SP           081 35 03.7
 ED1097:UTM  17      -  GREENVILLE AUGUSTA HGTS BAP SP           081 36 28.4
 ED1097
 ED1097|---------------------------------------------------------------------|
 ED1097| PID    Reference Object                     Distance      Geod. Az  |
 ED1097|                                                           dddmmss.s |
 ED1097| ED2204 GREENVILLE AUGUSTA HGTS BAP SP      APPROX. 4.4 KM 0804730.1 |
 ED1097| ED2218 GREENVILLE J P STEVENS TK           232.306 METERS 24553     |
 ED1097| ED1098 23 037 AZ MK                        APPROX. 0.5 KM 2975957.6 |
 ED1097|---------------------------------------------------------------------|
 ED1097
 ED1097                          SUPERSEDED SURVEY CONTROL
 ED1097
 ED1097  NAD 83(1995)-  34 48 12.17915(N)    082 25 47.22817(W) AD(       ) 2
 ED1097  NAD 83(1986)-  34 48 12.18620(N)    082 25 47.22944(W) AD(       ) 2
 ED1097  NAD 27      -  34 48 11.76050(N)    082 25 47.78302(W) AD(       ) 2
 ED1097  NGVD 29 (??/??/??)  306.513  (m)         1005.62   (f) ADJUSTED    1 2
 ED1097
 ED1097.Superseded values are not recommended for survey control.
 ED1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1097.See file dsdata.txt to determine how the superseded data were derived.
 ED1097
 ED1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6921452171(NAD 83)
 ED1097_MARKER: DD = SURVEY DISK
 ED1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1097_SP_SET: CONCRETE POST
 ED1097_STAMPING: HORZ 23 037 1979
 ED1097_MARK LOGO: SCGS  
 ED1097_PROJECTION: FLUSH
 ED1097_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1097+STABILITY: SURFACE MOTION
 ED1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1097+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 ED1097
 ED1097  HISTORY     - Date     Condition        Report By
 ED1097  HISTORY     - 1979     MONUMENTED       SCGS
 ED1097  HISTORY     - 1982     GOOD             SCGS
 ED1097  HISTORY     - 1985     GOOD             NGS
 ED1097  HISTORY     - 19870428 GOOD
 ED1097  HISTORY     - 19910917 GOOD             SCGS
 ED1097  HISTORY     - 19921209 GOOD             SCGS
 ED1097  HISTORY     - 20000725 MARK NOT FOUND   SCGS
 ED1097  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1097
 ED1097                          STATION DESCRIPTION
 ED1097
 ED1097'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1097'THE STATION IS LOCATED 5-3/4 KM SOUTHWEST OF DOWNTOWN GREENVILLE,
 ED1097'1/4 KM NORTH OF THE INTERSTATE 185 (U. S. HIGHWAY 29) OVERPASS
 ED1097'OVER U. S. HIGHWAY 25 BY-PASS, ALONG THE EAST SIDE OF HIGHWAY
 ED1097'25 BY-PASS AND ON PROPERTY OWNED BY THE AMERICAN LEGION.
 ED1097'
 ED1097'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND
 ED1097'U. S. HIGHWAY 25 BY-PASS, GO NORTH ON HIGHWAY 25 BYPASS
 ED1097'FOR 1.1 KM (0.7 MI)
 ED1097'TO THE JUNCTION OF STATE HIGHWAY 20, CONTINUE NORTH ON
 ED1097'HIGHWAY 25 BYPASS FOR 0.4 KM (0.25 MI) TO THE OVERPASS
 ED1097'OF INTERSTATE 185
 ED1097'(U. S. HIGHWAY 29).  CONTINUE NORTH ON HIGHWAY 25 BYPASS FOR
 ED1097'0.3 KM (0.2 MI) TO A GOLF DRIVING RANGE ENTRANCE ON THE RIGHT. (TO
 ED1097'REACH THE AZIMUTH MARK FROM HERE CONTINUE AHEAD ON U. S. HIGHWAY
 ED1097'25 BYPASS FOR O.5 KM (0.3 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 ED1097'WEST ON SANDRA BOULEVARD FOR 0.2 KM (0.15 MI) TO THE
 ED1097'AZIMUTH MARK ON THE
 ED1097'LEFT).  TURN RIGHT INTO THE ENTRANCE, THENCE RIGHT AGAIN AND
 ED1097'GO SOUTH ON A TRACK ROAD ALONG THE EAST SIDE OF HIGHWAY 25 BYPASS
 ED1097'FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 ED1097'
 ED1097'THE STATION IS A STANDARD SCGS DISK
 ED1097'STAMPED---HORZ 23 037 1979---,
 ED1097'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1097'FLUSH WITH GROUND.  IT IS LOCATED
 ED1097'23.5 METERS SOUTHWEST FROM A LIGHT POLE WITH TWO LIGHTS,
 ED1097'7.5 METERS EAST FROM THE EAST CURB OF THE NORTH BOUND LANE OF
 ED1097'HIGHWAY 25 BYPASS, AND
 ED1097'4.1 METERS WEST FROM THE TRACK ROAD.
 ED1097'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1097'STAMPED---HORZ 23 037 1979---,
 ED1097'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW
 ED1097'THE SURFACE.
 ED1097'
 ED1097'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED1097'STAMPED---AZ MK 23 037 1979---,
 ED1097'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1097'FLUSH WITH GROUND.  IT IS LOCATED
 ED1097'13.0 METERS SOUTHEAST FROM THE CENTER OF THE INTERSECTION OF SANDRA
 ED1097'BOULEVARD AND LAKE ROAD,
 ED1097'10.8 METERS SOUTH FROM THE CENTER OF SANDRA BOULEVARD,
 ED1097'4.9 METERS SOUTH FROM A POWER POLE NUMBERED 3, AND
 ED1097'1.1 METERS EAST FROM THE GUY WIRES OF THE POWERPOLE.
 ED1097'
 ED1097'NO REFERENCE MARKS ESTABLISH AT THIS TIME.
 ED1097'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1097
 ED1097                          STATION RECOVERY (1982)
 ED1097
 ED1097'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1097'0.6 KM (0.35 MI) NW FROM GANTT.
 ED1097'THE MARK IS 0.50 M ABOVE WHITE HORSE ROAD.
 ED1097'0.2 KILOMETER (0.15 MI) NORTH ALONG U.S. HIGHWAY 25 (WHITE HORSE ROAD)
 ED1097'FROM THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY 185, SET IN THE
 ED1097'GRASSY AREA OF THE COUNTY FAIR GROUNDS PARKING LOT, 89.2 METERS
 ED1097'(292.8 FEET) NORTHWEST OF THE WEST CORNER OF A METAL CHAINLIK FENCE
 ED1097'SURROUNDING A CEMETARY, 7.8 METERS (25.5 FEET) NORTHEAST OF THE
 ED1097'NORTHEAST CURB OF HIGHWAY 25 AND 38.7 METERS (127.0 FEET) NORTHWEST
 ED1097'OF THE APPROXIMATE CENTER OF THE MOST SOUTHEASTERLY ENTRANCE OF THE
 ED1097'PARKING LOT.
 ED1097'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 ED1097
 ED1097                          STATION RECOVERY (1985)
 ED1097
 ED1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 ED1097'THE STATION WAS RECOVERED AT THIS DATE.
 ED1097'
 ED1097'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 ED1097
 ED1097                          STATION RECOVERY (1987)
 ED1097
 ED1097'RECOVERED 1987
 ED1097'RECOVERED IN GOOD CONDITION.
 ED1097
 ED1097                          STATION RECOVERY (1991)
 ED1097
 ED1097'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1097'STATION IS LOCATED 3.75 MILES SOUTHWEST OF GREENVILLE.
 ED1097'OWNERSHIP--THE AMERICAN LEGION.  TO REACH THE STATION FROM THE
 ED1097'JUNCTION OVERPASS OF U.S. HIGHWAY 25 BYPASS (WHITE HORSE ROAD) AND
 ED1097'INTERSTATE 185, 4.25 MILES SOUTHWEST OF GREENVILLE, GO NORTHWEST ON
 ED1097'HIGHWAY 25 FOR 0.15 MILE TO THE STATION ON THE RIGHT NEAR AN OPEN
 ED1097'FIELD USED AS A GOLF DRIVING RANGE.  STATION IS A CONCRETE POST FLUSH
 ED1097'WITH THE GROUND AND 1.5 FEET ABOVE THE HIGHWAY, 20.4 FEET NORTHEAST
 ED1097'OF THE NORTHEAST EDGE OF A SIDEWALK, 27.0 FEET EAST OF A 12-INCH
 ED1097'ROUND METAL WATER METER COVER IN THE SIDEWALK, 20.0 FEET SOUTHWEST OF
 ED1097'THE CENTER OF A GRAVEL DRIVEWAY LEADING TO PARKING AREAS, 77.6 FEET
 ED1097'SOUTH OF A POWER POLE WITH AN OVERHEAD LIGHT ATTACHED AT THE EDGE OF
 ED1097'A GOLF DRIVING RANGE, 151.9 FEET WEST NORTHWEST OF A POWER POLE WITH
 ED1097'A SCGS REFERENCE WASHER ATTACHED, 1.0 FOOT SOUTHWEST OF A WITNESS
 ED1097'POST.  NOTE-STATION IS INTERVISIBLE WITH STATION 23 037 AZ MK.
 ED1097'RECOVERED BY T. HALL.
 ED1097
 ED1097                          STATION RECOVERY (1992)
 ED1097
 ED1097'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1097'STATION IS LOCATED 4.6 MILES (7.4 KM) SOUTHWEST OF GREENVILLE.
 ED1097'OWNERSHIP--PAUL BAKER, 2600 WHITE HORSE ROAD, GREENVILLE, SC 29611,
 ED1097'PHONE 803-277-6881. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED1097'U.S. HIGHWAY 25 BYPASS AND INTERSTATE 185, 4.25 MILES (6.84 KM)
 ED1097'SOUTHWEST OF GREENVILLE, GO NORTHWEST ON HIGHWAY 25 FOR 0.15 MILE
 ED1097'(0.24 KM) TO THE STATION ON THE RIGHT INSIDE A LOCKED CHAIN LINK FENCE
 ED1097'IN AN OPEN AREA USED AS A FLEA MARKET. STATION IS A CONCRETE POST
 ED1097'FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 12.7
 ED1097'FEET (3.9 M) NORTHEAST OF THE FENCE LINE, 103.8 FEET (31.6 M) NORTH
 ED1097'NORTHWEST OF THE SOUTH CHAIN LINK FENCE CORNER POST, 77.4 FEET (23.6
 ED1097'M) SOUTH OF A POWER POLE WITH A SECURITY LIGHT AND A SCGS REFERENCE
 ED1097'WASHER ATTACHED, 75.5 FEET (23.0 M) SOUTH OF A WATER SPIGOT IN A PVC
 ED1097'PIPE PROJECTING 1.0 FOOT, 20.5 FEET (6.2 M) NORTHEAST OF THE NORTHEAST
 ED1097'EDGE OF A CONCRETE SIDEWALK, 0.9 FOOT (27.4 CM) SOUTHWEST OF A WITNESS
 ED1097'POST. RECOVERED BY T. HALL.
 ED1097
 ED1097                          STATION RECOVERY (2000)
 ED1097
 ED1097'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1097'NOT RECOVERED, AREA IS NOW A PAVED PARKING LOT.  RECOVERY BY R.P.
 ED1097'MCKEOWN.
 ED1097
 ED1097                          STATION RECOVERY (2004)
 ED1097
 ED1097'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1098 ***********************************************************************
 ED1098  DESIGNATION -  23 037 AZ MK
 ED1098  PID         -  ED1098
 ED1098  STATE/COUNTY-  SC/GREENVILLE
 ED1098  USGS QUAD   -  GREENVILLE (1983)
 ED1098
 ED1098                         *CURRENT SURVEY CONTROL
 ED1098  ___________________________________________________________________
 ED1098* NAD 83(2001)-  34 48 20.42515(N)    082 26 06.03213(W)     ADJUSTED  
 ED1098* NAVD 88     -       301.807  (meters)     990.18   (feet)  ADJUSTED  
 ED1098  ___________________________________________________________________
 ED1098  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 ED1098  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 ED1098  DYNAMIC HT  -         301.500 (meters)     989.17  (feet)  COMP
 ED1098  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 ED1098
 ED1098  HORZ ORDER  -  SECOND
 ED1098  VERT ORDER  -  FIRST     CLASS II
 ED1098
 ED1098.The horizontal coordinates were established by classical geodetic methods
 ED1098.and adjusted by the National Geodetic Survey in March 2004..
 ED1098
 ED1098.The orthometric height was determined by differential leveling
 ED1098.and adjusted by the National Geodetic Survey in June 1991..
 ED1098
 ED1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1098
 ED1098.The geoid height was determined by GEOID03.
 ED1098
 ED1098.The dynamic height is computed by dividing the NAVD 88
 ED1098.geopotential number by the normal gravity value computed on the
 ED1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1098.degrees latitude (g = 980.6199 gals.).
 ED1098
 ED1098.The modeled gravity was interpolated from observed gravity values.
 ED1098
 ED1098;                    North         East     Units Scale Factor Converg.
 ED1098;SPC SC       -   330,549.358   478,297.209   MT  0.99999029   -0 47 44.0
 ED1098;SPC SC       - 1,084,479.52  1,569,216.56   iFT  0.99999029   -0 47 44.0
 ED1098;UTM  17      - 3,852,431.718   368,739.416   MT  0.99981235   -0 49 09.2
 ED1098
 ED1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1098!SPC SC       -   0.99995751  x   0.99999029  =   0.99994780
 ED1098!UTM  17      -   0.99995751  x   0.99981235  =   0.99976987
 ED1098
 ED1098                          SUPERSEDED SURVEY CONTROL
 ED1098
 ED1098  NAD 83(1986)-  34 48 20.43207(N)    082 26 06.03337(W) AD(       ) 2
 ED1098  NAD 27      -  34 48 20.00631(N)    082 26 06.58655(W) AD(       ) 2
 ED1098  NGVD 29 (??/??/??)  301.897  (m)          990.47   (f) ADJUSTED    1 2
 ED1098
 ED1098.Superseded values are not recommended for survey control.
 ED1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1098.See file dsdata.txt to determine how the superseded data were derived.
 ED1098
 ED1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6873952432(NAD 83)
 ED1098_MARKER: DD = SURVEY DISK
 ED1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1098_SP_SET: CONCRETE POST
 ED1098_STAMPING: AZ MK 23 037 1979
 ED1098_MARK LOGO: SCGS  
 ED1098_PROJECTION: FLUSH
 ED1098_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1098+STABILITY: SURFACE MOTION
 ED1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1098+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 ED1098
 ED1098  HISTORY     - Date     Condition        Report By
 ED1098  HISTORY     - 1979     MONUMENTED       SCGS
 ED1098  HISTORY     - 1982     GOOD             SCGS
 ED1098  HISTORY     - 19910917 GOOD             SCGS
 ED1098  HISTORY     - 19921209 GOOD             SCGS
 ED1098  HISTORY     - 20041001 GOOD             SCGS
 ED1098  HISTORY     - 20060202 GOOD             USPSQD
 ED1098
 ED1098                          STATION DESCRIPTION
 ED1098
 ED1098'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1098'THE STATION IS LOCATED 5-3/4 KM SOUTHWEST OF DOWNTOWN GREENVILLE,
 ED1098'3/4 KM NORTH OF THE INTERSTATE 185 (U.S. HIGHWAY 29) OVERPASS
 ED1098'OVER U.S. HIGHWAY 25 BYPASS, 1/4 KM WEST OF HIGHWAY 25 BYPASS
 ED1098'AND ALONG THE SOUTH SIDE OF SANDRA BOULEVARD.
 ED1098'
 ED1098'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND
 ED1098'U.S. HIGHWAY 25 BYPASS, GO NORTH ON HIGHWAY 25 BYPASS FOR
 ED1098'1.1 KM (0.7 MI) TO THE JUNCTION OF STATE HIGHWAY 20.  CONTINUE
 ED1098'NORTH ON HIGHWAY 25 BYPASS FOR 0.4 KM (0.25 MI) TO THE
 ED1098'OVERPASS OF INTERSTATE 185 (U.S. HIGHWAY 29).  CONTINUE
 ED1098'NORTH ON HIGHWAY 25 BYPASS FOR 0.8 KM (0.5 MI) TO A SIDE
 ED1098'ROAD LEFT.  TURN LEFT AND GO WEST ON SANDRA BOULEVARD FOR
 ED1098'0.2 KM (0.15 MI) TO THE STATION ON THE LEFT.
 ED1098'
 ED1098'THE STATION IS A STANDARD SCGS DISK
 ED1098'STAMPED---AZ MK 23 037 1979---,
 ED1098'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 ED1098'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 ED1098'13.O METERS SOUTHEAST FROM THE CENTER OF THE INTERSECTION
 ED1098'OF SANDRA BOULEVARD AND LAKE ROAD,
 ED1098'10.8 METERS SOUTH FROM THE CENTER OF SANDRA BOULEVARD,
 ED1098'4.9 METERS SOUTH FROM A POWER POLE NUMBERED 3, AND
 ED1098'1.1 METERS EAST FROM THE GUY WIRES OF THE POWER POLE.
 ED1098'
 ED1098'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1098'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED1098
 ED1098                          STATION RECOVERY (1982)
 ED1098
 ED1098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1098'0.8 KM (0.55 MI) NW FROM GANTT.
 ED1098'THE MARK IS ABOVE LEVEL WITH SANDRA AVENUE.
 ED1098'0.8 KILOMETER (0.5 MILE) NORTH ALONG U.S. HIGHWAY 25 BYPASS (WHITE
 ED1098'HORSE ROAD) FROM THE JUNCTION OF THE OVERPASS OF INTERSATE HIGHWAY
 ED1098'185, THENCE 0.2 KILOMETER (0.15 MILE) WEST ALONG SANDRA AVENUE, SET IN
 ED1098'A CUT FIELD NEXT TO A POWERPOLE GUY WIRE, ACROSS THE STREET FROM
 ED1098'LAKE DRIVE, 10.8 METERS (35.4 FEET) SOUTH FROM THE APPROXIMATE
 ED1098'CENTER OF SANDRA AVENUE, 4.9 METERS (16.1 FEET) SOUTH FROM A
 ED1098'POWERPOLE NO 3 AND 1.1 METERS (3.6 FEET) EAST OF THE GUY WIRES OF
 ED1098'THE POWERPOLE.
 ED1098'THE MARK IS 4.30 METERS  SE FROM A WITNESS POST.
 ED1098
 ED1098                          STATION RECOVERY (1991)
 ED1098
 ED1098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1098'STATION IS LOCATED 3.75 MILES SOUTHWEST OF GREENVILLE.
 ED1098'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1098'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED1098'THE JUNCTION OVERPASS OF U.S. HIGHWAY 25 BYPASS (WHITE HORSE ROAD)
 ED1098'AND INTERSTATE 185, 4.25 MILES SOUTHWEST OF GREENVILLE, GO NORTHWEST
 ED1098'ON HIGHWAY 25 FOR 0.50 MILE TO THE JUNCTION OF SANDRA AVENUE LEFT,
 ED1098'TURN LEFT ON THE AVENUE FOR 0.1 MILE TO A PAVED ROAD RIGHT AND THE
 ED1098'STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 ED1098'FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE THE ROADS, 2.7 FEET
 ED1098'NORTHEAST OF THE NORTHWESTERN MOST ONE OF TWO GUY WIRE ANCHORS, 16.0
 ED1098'FEET EAST OF THE POWER POLE WITH TWO GUY WIRES, 36.2 FEET EAST
 ED1098'SOUTHEAST OF THE CENTER OF SANDRA AVENUE, 60.4 FEET SOUTH OF THE
 ED1098'CENTER OF A ROUND METAL SEWER DRAIN COVER IN THE ROAD, 1.4 FEET
 ED1098'NORTHWEST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH
 ED1098'STATION 23 037.  RECOVERED BY T. HALL.
 ED1098
 ED1098                          STATION RECOVERY (1992)
 ED1098
 ED1098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1098'RECOVERED AS DESCRIBED.
 ED1098
 ED1098                          STATION RECOVERY (2004)
 ED1098
 ED1098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 ED1098'2.7 FEET NORTHEAST OF THE SOUTHEASTERN MOST ONE OF TWO GUY WIRE
 ED1098'ANCHORS, MAGNET WAS BURIED BESIDE STATION.
 ED1098
 ED1098                          STATION RECOVERY (2006)
 ED1098
 ED1098'RECOVERY NOTE BY US POWER SQUADRON 2006
 ED1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0966 ***********************************************************************
 ED0966  DESIGNATION -  23 038
 ED0966  PID         -  ED0966
 ED0966  STATE/COUNTY-  SC/GREENVILLE
 ED0966  USGS QUAD   -  GREENVILLE (1983)
 ED0966
 ED0966                         *CURRENT SURVEY CONTROL
 ED0966  ___________________________________________________________________
 ED0966* NAD 83(2001)-  34 49 07.23221(N)    082 24 54.79376(W)     ADJUSTED  
 ED0966* NAVD 88     -       294.901  (meters)     967.52   (feet)  ADJUSTED  
 ED0966  ___________________________________________________________________
 ED0966  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 ED0966  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED0966  DYNAMIC HT  -         294.600 (meters)     966.53  (feet)  COMP
 ED0966  MODELED GRAV-     979,608.8   (mgal)                       NAVD 88
 ED0966
 ED0966  HORZ ORDER  -  SECOND
 ED0966  VERT ORDER  -  FIRST     CLASS II
 ED0966
 ED0966.The horizontal coordinates were established by classical geodetic methods
 ED0966.and adjusted by the National Geodetic Survey in March 2004..
 ED0966
 ED0966.The orthometric height was determined by differential leveling
 ED0966.and adjusted by the National Geodetic Survey in June 1991..
 ED0966
 ED0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED0966
 ED0966.The geoid height was determined by GEOID03.
 ED0966
 ED0966.The dynamic height is computed by dividing the NAVD 88
 ED0966.geopotential number by the normal gravity value computed on the
 ED0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0966.degrees latitude (g = 980.6199 gals.).
 ED0966
 ED0966.The modeled gravity was interpolated from observed gravity values.
 ED0966
 ED0966;                    North         East     Units Scale Factor Converg.
 ED0966;SPC SC       -   331,966.644   480,127.481   MT  0.99999482   -0 47 04.6
 ED0966;SPC SC       - 1,089,129.41  1,575,221.39   iFT  0.99999482   -0 47 04.6
 ED0966;UTM  17      - 3,853,847.991   370,569.936   MT  0.99980647   -0 48 29.4
 ED0966
 ED0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED0966!SPC SC       -   0.99995860  x   0.99999482  =   0.99995342
 ED0966!UTM  17      -   0.99995860  x   0.99980647  =   0.99976507
 ED0966
 ED0966:                Primary Azimuth Mark                     Grid Az
 ED0966:SPC SC       -  GREENVILLE AUGUSTA HGTS BAP SP           108 54 51.2
 ED0966:UTM  17      -  GREENVILLE AUGUSTA HGTS BAP SP           108 56 16.0
 ED0966
 ED0966|---------------------------------------------------------------------|
 ED0966| PID    Reference Object                     Distance      Geod. Az  |
 ED0966|                                                           dddmmss.s |
 ED0966| ED2204 GREENVILLE AUGUSTA HGTS BAP SP      APPROX. 3.2 KM 1080746.6 |
 ED0966| ED3279 23 038 2                             12.856 METERS 19417     |
 ED0966| ED2238 23 038 AZ MK PTA                    455.473 METERS 2183536.1 |
 ED0966| ED2237 23 038 AZ MK                        444.255 METERS 2183536.0 |
 ED0966| ED2218 GREENVILLE J P STEVENS TK           APPROX. 2.4 KM 2204628.5 |
 ED0966|---------------------------------------------------------------------|
 ED0966
 ED0966                          SUPERSEDED SURVEY CONTROL
 ED0966
 ED0966  NAD 83(1986)-  34 49 07.24054(N)    082 24 54.79528(W) AD(       ) 2
 ED0966  NAD 83(1986)-  34 49 07.24037(N)    082 24 54.79481(W) AD(       ) 2
 ED0966  NAD 27      -  34 49 06.81652(N)    082 24 55.35095(W) AD(       ) 2
 ED0966  NGVD 29 (??/??/??)  294.989  (m)          967.81   (f) ADJUSTED    1 2
 ED0966
 ED0966.Superseded values are not recommended for survey control.
 ED0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0966.See file dsdata.txt to determine how the superseded data were derived.
 ED0966
 ED0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7057053848(NAD 83)
 ED0966_MARKER: DS = TRIANGULATION STATION DISK
 ED0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0966_SP_SET: CONCRETE POST
 ED0966_STAMPING: HORZ 23 038 1979
 ED0966_MARK LOGO: SCGS  
 ED0966_PROJECTION: FLUSH
 ED0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0966+STABILITY: SURFACE MOTION
 ED0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0966+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 ED0966
 ED0966  HISTORY     - Date     Condition        Report By
 ED0966  HISTORY     - 1979     MONUMENTED       SCGS
 ED0966  HISTORY     - 1980     GOOD             NGS
 ED0966  HISTORY     - 19850101 GOOD             SCGS
 ED0966  HISTORY     - 19851216 GOOD             SCGS
 ED0966  HISTORY     - 20000726 MARK NOT FOUND   SCGS
 ED0966  HISTORY     - 20041019 MARK NOT FOUND   USPSQD
 ED0966
 ED0966                          STATION DESCRIPTION
 ED0966
 ED0966'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED0966'THE STATION IS LOCATED ABOUT 3 KM SOUTH-SOUTHWEST OF DOWNTOWN
 ED0966'GREENVILLE ON THE SOUTHWEST SIDE OF GREENVILLE MEMORIAL HOSPITAL
 ED0966'GROUNDS.  PERMISSION WAS OBTAINED FROM MR. PAYNE, HOSPITAL
 ED0966'ENGINEER.
 ED0966'
 ED0966'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND U.S.
 ED0966'HIGHWAY 25 (BY-PASS) IN THE WEST EDGE OF GREENVILLE.  GO NORTH ON
 ED0966'HIGHWAY 25 FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF STATE HIGHWAY
 ED0966'20. TURN RIGHT AND GO NORTHERLY ON HIGHWAY 20 FOR 1.8 KM (1.1 MI)
 ED0966'TO HENRI DUNANT DRIVE ON THE LEFT AND THE AZIMUTH MARK 0.1 KM
 ED0966'(0.05 MI) AHEAD ON THE RIGHT.  CONTINUE ON HIGHWAY 20 FOR 0.2 KM
 ED0966'(0.1 MI) TO WEST FARRIS ROAD AT A STOP LIGHT.  CONTINUE AHEAD
 ED0966'ON HIGHWAY 20 FOR 0.2 KM (0.1 MI) TO THE STATION ON RIGHT.
 ED0966'
 ED0966'THE STATION IS A STANDARD SCGS DISK
 ED0966'STAMPED---HORZ 23 038 1979---,
 ED0966'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED0966'FLUSH WITH GROUND.  IT IS LOCATED
 ED0966'20.36 METERS EAST FROM THE CENTER LINE OF STATE HIGHWAY 20,
 ED0966'17.07 METERS WEST FROM A MAGNOLIA TREE THAT IS 15 CM IN DIAMETER,
 ED0966'10.12 METERS SOUTHEAST FROM A GREEN WATER OUTLET ABOUT 0.61
 ED0966'METERS HIGH, SUPPORTED BY AN H-BEAM AND
 ED0966'7.01 METERS NORTHWEST FROM A WATER OAK TREE THAT IS 38 CM IN
 ED0966'DIAMETER.
 ED0966'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED0966'STAMPED---HOR 23 038 1979---,
 ED0966'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED0966'
 ED0966'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED0966'STAMPED---AZ MK 23 038 1979---,
 ED0966'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED0966'FLUSH WITH GROUND.  IT IS LOCATED
 ED0966'6.71 METERS NORTH FROM THE CENTER LINE OF HENRI DUNANT DRIVE,
 ED0966'3.05 METERS SOUTHWEST FROM THE SOUTH CORNER OF A PARKING AREA AND
 ED0966'2.13 METERS SOUTHEAST FROM A UTILITY POLE WITH METER.
 ED0966'
 ED0966'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ON STATE
 ED0966'HIGHWAY 20 FOR 0.5 KM (0.3 MI) TO HENRI DUNANT DRIVE ON RIGHT.
 ED0966'TURN RIGHT AND GO FOR 0.1 KM (0.05 MI) TO THE MARK ON THE RIGHT.
 ED0966'
 ED0966'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED0966'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED0966
 ED0966                          STATION RECOVERY (1980)
 ED0966
 ED0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ED0966'IN GREENVILLE.
 ED0966'IN GREENVILLE, 0.7 KILOMETER (0.3 MILE) SOUTHWEST ALONG NORTH MAIN
 ED0966'STREET TO THE JUNCTION OF AUGUSTA ROAD (US HIGHWAY 25 BUSINESS
 ED0966'ROUTE), THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG AUGUSTA
 ED0966'ROAD TO THE JUNCTION OF GROVE ROAD (STATE HIGHWAY 20), THENCE
 ED0966'2.1 KILOMETERS (1.35 MILES) SOUTHWEST ALONG GROVE ROAD TO THE FRONT
 ED0966'LAWN OF THE GREENVILLE MEMORIAL HOSPITAL, SET 32.8 METERS (140.5 FEET)
 ED0966'SOUTH OF THE EAST LEG OF A METAL SIGN (GREENVILLE MEMORIAL HOSPITAL),
 ED0966'20.1 METERS (66 FEET) SOUTHEAST OF THE CENTER LINE OF GROVE ROAD
 ED0966'AND 10.3 METERS (33.8 FEET) SOUTH-SOUTHEAST OF A 2.5-FOOT METAL
 ED0966'I-BEAM SUPPORTING A WATER PIPE.
 ED0966
 ED0966                          STATION RECOVERY (1985)
 ED0966
 ED0966'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 ED0966'THE STATION, AZIMUTH MARK AND BENCH MARK J 178 WERE RECOVERED IN GOOD
 ED0966'CONDITION. A NEW MARK, 23 038 SCGS 2 WAS SET IN ANTICIPATION OF THE
 ED0966'DESTRUSION OF THE STATION AND THE BENCH MARK AND HORIZONTAL AND
 ED0966'VERTICAL CONTROL WERE TRANSFERED TO IT.
 ED0966'THE STATION IS LOCATED ABOUT 3 KM SOUTH-SOUTHWEST OF DOWNTOWN
 ED0966'GREENVILLE ON THE SOUTHWEST SIDE OF GREENVILLE MEMORIAL HOSPITAL
 ED0966'GROUNDS.  PERMISSION WAS OBTAINED FROM MR. PAYNE, HOSPITAL
 ED0966'ENGINEER.
 ED0966'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND U.S.
 ED0966'HIGHWAY 25 (BY-PASS) IN THE WEST EDGE OF GREENVILLE.  GO NORTH ON
 ED0966'HIGHWAY 25 FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF STATE HIGHWAY
 ED0966'20. TURN RIGHT AND GO NORTHERLY ON HIGHWAY 20 FOR 1.8 KM (1.1 MI)
 ED0966'TO HENRI DUNANT DRIVE ON THE LEFT AND THE AZIMUTH MARK 0.1 KM
 ED0966'(0.05 MI) AHEAD ON THE RIGHT.  CONTINUE ON HIGHWAY 20 FOR 0.2 KM
 ED0966'(0.1 MI) TO WEST FARRIS ROAD AT A STOP LIGHT.  CONTINUE AHEAD
 ED0966'ON HIGHWAY 20 FOR 0.2 KM (0.1 MI) TO THE STATION ON RIGHT.
 ED0966'THE STATION IS A STANDARD SCGS DISK
 ED0966'STAMPED---HORZ 23 038 1979---,
 ED0966'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED0966'FLUSH WITH GROUND.  IT IS LOCATED
 ED0966'20.36 METERS EAST FROM THE CENTER LINE OF STATE HIGHWAY 20,
 ED0966'17.07 METERS WEST FROM A MAGNOLIA TREE THAT IS 15 CM IN DIAMETER,
 ED0966'10.12 METERS SOUTHEAST FROM A GREEN WATER OUTLET ABOUT 0.61
 ED0966'METERS HIGH, SUPPORTED BY AN H-BEAM AND
 ED0966'7.01 METERS NORTHWEST FROM A WATER OAK TREE THAT IS 38 CM IN
 ED0966'DIAMETER.
 ED0966'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED0966'STAMPED---HOR 23 038 1979---,
 ED0966'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED0966
 ED0966                          STATION RECOVERY (1985)
 ED0966
 ED0966'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 ED0966'RECOVERED IN GOOD CONDITION, STATION IS DESTINED TO BE DESTROYED IN
 ED0966'THE NEAR FUTURE.
 ED0966
 ED0966                          STATION RECOVERY (2000)
 ED0966
 ED0966'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0966'NOT RECOVERED, COULD NOT BE LOCATED USING REFERENCES, AREA HAS BEEN
 ED0966'DEVELOPED.  RECOVERY BY R.P.  MCKEOWN.
 ED0966
 ED0966                          STATION RECOVERY (2004)
 ED0966
 ED0966'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3279 ***********************************************************************
 ED3279  DESIGNATION -  23 038 2
 ED3279  PID         -  ED3279
 ED3279  STATE/COUNTY-  SC/GREENVILLE
 ED3279  USGS QUAD   -  GREENVILLE (1983)
 ED3279
 ED3279                         *CURRENT SURVEY CONTROL
 ED3279  ___________________________________________________________________
 ED3279* NAD 83(2001)-  34 49 06.82790(N)    082 24 54.91850(W)     ADJUSTED  
 ED3279* NAVD 88     -       294.53   (meters)     966.3    (feet)  LEVELING  
 ED3279  ___________________________________________________________________
 ED3279  X           -     691,925.940 (meters)                     COMP
 ED3279  Y           -  -5,196,296.992 (meters)                     COMP
 ED3279  Z           -   3,621,510.853 (meters)                     COMP
 ED3279  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 ED3279  ELLIP HEIGHT-         263.42  (meters)          (03/13/03) GPS OBS
 ED3279  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED3279
 ED3279  HORZ ORDER  -  FIRST
 ED3279  VERT ORDER  -  THIRD ?
 ED3279  ELLP ORDER  -  FOURTH    CLASS II
 ED3279
 ED3279.The horizontal coordinates were established by GPS observations
 ED3279.and adjusted by the National Geodetic Survey in March 2003..
 ED3279
 ED3279.The orthometric height was determined by differential leveling.
 ED3279.The vertical network tie was performed by a horz. field party for horz.
 ED3279.obs reductions. Reset procedures were used to establish the elevation.
 ED3279
 ED3279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3279
 ED3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3279
 ED3279.The ellipsoidal height was determined by GPS observations
 ED3279.and is referenced to NAD 83.
 ED3279
 ED3279.The geoid height was determined by GEOID03.
 ED3279
 ED3279;                    North         East     Units Scale Factor Converg.
 ED3279;SPC SC       -   331,954.230   480,124.141   MT  0.99999478   -0 47 04.6
 ED3279;SPC SC       - 1,089,088.68  1,575,210.44   iFT  0.99999478   -0 47 04.6
 ED3279;UTM  17      - 3,853,835.580   370,566.591   MT  0.99980648   -0 48 29.5
 ED3279
 ED3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3279!SPC SC       -   0.99995865  x   0.99999478  =   0.99995343
 ED3279!UTM  17      -   0.99995865  x   0.99980648  =   0.99976514
 ED3279
 ED3279                          SUPERSEDED SURVEY CONTROL
 ED3279
 ED3279  NAD 83(1995)-  34 49 06.82811(N)    082 24 54.91861(W) AD(       ) 1
 ED3279  ELLIP H (12/20/99)  263.44   (m)                       GP(       ) 4 1
 ED3279  NAD 83(1986)-  34 49 06.83595(N)    082 24 54.92011(W) AD(       ) 1
 ED3279  NGVD 29 (03/04/91)  294.62   (m)          966.6    (f) LEVELING    3  
 ED3279
 ED3279.Superseded values are not recommended for survey control.
 ED3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3279.See file dsdata.txt to determine how the superseded data were derived.
 ED3279
 ED3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7056753836(NAD 83)
 ED3279_MARKER: DD = SURVEY DISK
 ED3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3279_SP_SET: CONCRETE POST
 ED3279_STAMPING: HORZ 23 038 2 1985
 ED3279_MARK LOGO: SCGS  
 ED3279_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3279+STABILITY: SURFACE MOTION
 ED3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3279+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED3279
 ED3279  HISTORY     - Date     Condition        Report By
 ED3279  HISTORY     - 1985     MONUMENTED       SCGS
 ED3279  HISTORY     - 19900310 GOOD             HOBBS
 ED3279  HISTORY     - 19910917 GOOD             SCGS
 ED3279  HISTORY     - 19921209 GOOD             SCGS
 ED3279  HISTORY     - 19960312 GOOD             SCGS
 ED3279  HISTORY     - 20030321 GOOD             USPSQD
 ED3279  HISTORY     - 20041019 GOOD             USPSQD
 ED3279  HISTORY     - 20051107 GOOD             USPSQD
 ED3279
 ED3279                          STATION DESCRIPTION
 ED3279
 ED3279'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 ED3279'THE STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) SOUTH-SOUTHWEST FROM
 ED3279'DOWNTOWN GREENVILLE AND ON THE SOUTHWEST SIDE OF THE GREENVILLE
 ED3279'MEMORIAL HOSPITAL GROUNDS.  OWNERSHIP-MR JOHN THOMPSON DIRECTOR
 ED3279'FACILITIES CONSTRUCTION, GREENVILLE HOSPITAL SYSTEMS, 701 GROVE ROAD,
 ED3279'GREENVILLE, SC 29605, PHONE 803-742-7706.
 ED3279'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (WHITE HORSE
 ED3279'ROAD) AND STATE ROUTE 20 (GROVE ROAD) ABOUT 6.1 KM (3.8 MI) SOUTH
 ED3279'SOUTHWEST FROM GREENVILLE, GO NORTHERLY ON ROUTE 20 (GROVE ROAD) FOR
 ED3279'1.9 KM (1.2 MI) TO A CROSS ROAD (FARRIS ROAD). CONTINUE AHEAD FOR 0.2
 ED3279'KM (0.1 MI) TO THE STATION ON THE RIGHT.
 ED3279'THE STATION IS STANDARD SCGS DISK STAMPED HORZ 23 038 2 1985 SET INTO
 ED3279'THE TOP OF A ROUND CONCRETE 30 CM(12 INCHES) IN DIAMETER AND FLUSH
 ED3279'WITH THE GROUND. IT IS LOCATED 18.9 METERSNORTH FROM THE EASTERLY OF
 ED3279'TWO 30 CM WATER OAKS, 26.4 METERSNORTH-NORTHEAST FROM THE JUESTERLY
 ED3279'OF TWO 30 CM WATER OAKS, 22.6 METERSEAST FROM THE CENTERLINE OF ROUTE
 ED3279'20 (GROVE ROAD)9.1 METERSWEST FROM A 50 CM PECAN TREE AND 0.5
 ED3279'METRSSOUTH FROM A FIBERGLASS WITNESS POST. THE UNDERGROUND MARK IS A
 ED3279'STANDARD SCGS DISK STAMPED HORZ 23 038 2 1985 SET INTO AN IRREGULAR
 ED3279'MASS OF CONCRETE 1.1 METERBELOW THE SURFACE.
 ED3279'DESCRIBED BY C.E. GEOGHEGAN
 ED3279
 ED3279                          STATION RECOVERY (1990)
 ED3279
 ED3279'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 ED3279'RECOVERED IN GOOD CONDITION.
 ED3279
 ED3279                          STATION RECOVERY (1991)
 ED3279
 ED3279'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3279'STATION IS LOCATED 2.4 MILES SOUTHWEST OF GREENVILLE
 ED3279'OWNERSHIP--GREENVILLE MEMORIAL HOSPITAL.  TO REACH THE STATION FROM
 ED3279'THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND STATE
 ED3279'HIGHWAY 20 (GROVE ROAD) IN GREENVILLE, GO SOUTHWEST ON HIGHWAY 20 FOR
 ED3279'1.05 MILE TO THE JUNCTION OF A ROAD RIGHT, CONTINUE ON HIGHWAY 20 FOR
 ED3279'0.1 MILE TO THE EMERGENCY ENTRANCE LEFT TO THE GREENVILLE MEMORIAL
 ED3279'HOSPITAL AND THE STATION ON A KNOLL IN THE SOUTH ANGLE OF THE
 ED3279'ENTRANCE, 0.1 MILE NORTH NORTHEAST OF THE JUNCTION OF FARIS ROAD.
 ED3279'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.5 FEET ABOVE
 ED3279'THE ROAD, 17.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE
 ED3279'METAL SIGN MEMORIAL HOSPITAL PATIENT ENTRANCE-EMERGENCY, 34.4 FEET
 ED3279'NORTHWEST OF THE NORTHWEST CORNER OF THE METAL BASE OF A LAMP POST,
 ED3279'34.0 FEET WEST NORTHWEST OF THE WEST EDGE OF THE CURBING FOR THE
 ED3279'DRIVEWAY, 24.0 FEET SOUTH SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 ED3279'CURBING OF GROVE ROAD, 46.3 FEET EAST SOUTHEAST OF THE EAST EDGE OF
 ED3279'THE CURBING OF GROVE ROAD.  NOTE-STATION IS INTERVISIBLE WITH STATION
 ED3279'23 038 AZ MK.  RECOVERED BY T. HALL.
 ED3279
 ED3279                          STATION RECOVERY (1992)
 ED3279
 ED3279'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED3279'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTHWEST OF GREENVILLE.
 ED3279'OWNERSHIP--GREENVILLE MEMORIAL HOSPITAL. TO REACH THE STATION FROM THE
 ED3279'JUNCTION OF U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND STATE HIGHWAY
 ED3279'20 (GROVE ROAD) IN GREENVILLE, GO SOUTHWEST ON HIGHWAY 20 FOR 1.05
 ED3279'MILE (1.69 KM) TO THE JUNCTION OF A ROAD RIGHT, CONTINUE ON HIGHWAY 20
 ED3279'FOR 0.1 MILE (0.2 KM) TO THE EMERGENCY ENTRANCE LEFT TO THE GREENVILLE
 ED3279'MEMORIAL HOSPITAL AND THE STATION ON A KNOLL IN THE SOUTH ANGLE OF THE
 ED3279'ENTRANCE, 0.1 MILE (0.2 KM) NORTH NORTHEAST OF THE JUNCTION OF FARIS
 ED3279'ROAD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.5 FEET
 ED3279'(1.7 M) ABOVE THE ROAD, 17.4 FEET (5.3 M) SOUTHEAST OF THE SOUTHEAST
 ED3279'CORNER OF A LARGE METAL SIGN MEMORIAL HOSPITAL PATIENT
 ED3279'ENTRANCE-EMERGENCY, 34.4 FEET (10.5 M) NORTHWEST OF THE NORTHWEST
 ED3279'CORNER OF THE METAL BASE OF A LAMP POST, 34.0 FEET (10.4 M) WEST
 ED3279'NORTHWEST OF THE WEST EDGE OF THE CURBING FOR THE DRIVEWAY, 24.0 FEET
 ED3279'(7.3 M) SOUTH SOUTHWEST OF THE SOUTHWEST EDGE OF THE CURBING OF THE
 ED3279'ENTRANCE DRIVE, 46.3 FEET (14.1 M) EAST SOUTHEAST OF THE EAST EDGE OF
 ED3279'THE CURBING OF GROVE ROAD. NOTE-STATION IS INTERVISIBLE WITH STATION
 ED3279'23 038 AZ MK. RECOVERED BY T. HALL.
 ED3279
 ED3279                          STATION RECOVERY (1996)
 ED3279
 ED3279'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED3279'RECOVERED AS DESCRIBED.
 ED3279
 ED3279                          STATION RECOVERY (2003)
 ED3279
 ED3279'RECOVERY NOTE BY US POWER SQUADRON 2003 (PKH)
 ED3279'RECOVERED IN GOOD CONDITION.
 ED3279
 ED3279                          STATION RECOVERY (2004)
 ED3279
 ED3279'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED3279'RECOVERED IN GOOD CONDITION.
 ED3279
 ED3279                          STATION RECOVERY (2005)
 ED3279
 ED3279'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED3279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2237 ***********************************************************************
 ED2237  DESIGNATION -  23 038 AZ MK
 ED2237  PID         -  ED2237
 ED2237  STATE/COUNTY-  SC/GREENVILLE
 ED2237  USGS QUAD   -  GREENVILLE (1983)
 ED2237
 ED2237                         *CURRENT SURVEY CONTROL
 ED2237  ___________________________________________________________________
 ED2237* NAD 83(2001)-  34 48 55.96430(N)    082 25 05.69778(W)     ADJUSTED  
 ED2237* NAVD 88     -       291.6    (meters)     957.     (feet)  VERTCON   
 ED2237  ___________________________________________________________________
 ED2237  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ED2237  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 ED2237
 ED2237  HORZ ORDER  -  SECOND
 ED2237
 ED2237.The horizontal coordinates were established by classical geodetic methods
 ED2237.and adjusted by the National Geodetic Survey in March 2004..
 ED2237
 ED2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2237
 ED2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2237
 ED2237.The geoid height was determined by GEOID03.
 ED2237
 ED2237;                    North         East     Units Scale Factor Converg.
 ED2237;SPC SC       -   331,623.247   479,845.633   MT  0.99999373   -0 47 10.6
 ED2237;SPC SC       - 1,088,002.78  1,574,296.70   iFT  0.99999373   -0 47 10.6
 ED2237;UTM  17      - 3,853,504.774   370,288.000   MT  0.99980737   -0 48 35.4
 ED2237
 ED2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2237!SPC SC       -   0.99995911  x   0.99999373  =   0.99995284
 ED2237!UTM  17      -   0.99995911  x   0.99980737  =   0.99976649
 ED2237
 ED2237                          SUPERSEDED SURVEY CONTROL
 ED2237
 ED2237  NAD 83(1986)-  34 48 55.97247(N)    082 25 05.69924(W) AD(       ) 2
 ED2237  NAD 83(1986)-  34 48 55.97238(N)    082 25 05.69871(W) AD(       ) 2
 ED2237  NAD 27      -  34 48 55.54813(N)    082 25 06.25431(W) AD(       ) 2
 ED2237  NGVD 29 (03/04/91)  291.7    (m)          957.     (f) VERT ANG       
 ED2237
 ED2237.Superseded values are not recommended for survey control.
 ED2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2237.See file dsdata.txt to determine how the superseded data were derived.
 ED2237
 ED2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7028853505(NAD 83)
 ED2237_MARKER: DD = SURVEY DISK
 ED2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2237_SP_SET: CONCRETE POST
 ED2237_STAMPING: AZ MK 23 038 1979
 ED2237_MARK LOGO: SCGS  
 ED2237_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2237+STABILITY: SURFACE MOTION
 ED2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2237+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 ED2237
 ED2237  HISTORY     - Date     Condition        Report By
 ED2237  HISTORY     - 1979     MONUMENTED       SCGS
 ED2237  HISTORY     - 1979     GOOD             SCGS
 ED2237  HISTORY     - 19850101 GOOD             SCGS
 ED2237  HISTORY     - 19910917 GOOD             SCGS
 ED2237  HISTORY     - 19921209 GOOD             SCGS
 ED2237  HISTORY     - 20000815 MARK NOT FOUND   SCGS
 ED2237  HISTORY     - 20041019 MARK NOT FOUND   USPSQD
 ED2237
 ED2237                          STATION DESCRIPTION
 ED2237
 ED2237'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2237'THE STATION IS LOCATED ABOUT 3 KM SOUTH-SOUTHWEST OF DOWNTOWN
 ED2237'GREENVILLE, SOUTHWEST OF A PARKING AREA ON THE GROUNDS OF THE
 ED2237'RED CROSS.
 ED2237'
 ED2237'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND U.S.
 ED2237'HIGHWAY 25 (BY-PASS) IN THE WEST EDGE OF GREENVILLE.  GO
 ED2237'NORTH ON HIGHWAY 25 FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF STATE
 ED2237'HIGHWAY 20.  TURN RIGHT AND GO NORTHERLY ON HIGHWAY 20 FOR 1.8 KM
 ED2237'(1.1 MI) TO HENRI DUNANT DRIVE ON LEFT.  TURN LEFT AND GO FOR 0.1
 ED2237'KM (0.05 MI) TO THE STATION ON THE RIGHT.
 ED2237'
 ED2237'THE STATION IS A STANDARD SCGS DISK
 ED2237'STAMPED---AZ MK 23 038 1979---,
 ED2237'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2237'FLUSH WITH GROUND.  IT IS LOCATED
 ED2237'6.71 METERS NORTH FROM THE CENTER OF HENRI DUNANT DRIVE,
 ED2237'3.05 METERS SOUTHWEST FROM THE SOUTH CORNER OF A PARKING AREA
 ED2237'AND
 ED2237'2.13 METERS SOUTHEAST FROM A UTILITY POLE WITH METER.
 ED2237'
 ED2237'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED2237'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2237
 ED2237                          STATION RECOVERY (1979)
 ED2237
 ED2237'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2237'RECOVERED IN GOOD CONDITION.
 ED2237
 ED2237                          STATION RECOVERY (1985)
 ED2237
 ED2237'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 ED2237'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN THE 1979
 ED2237'DESCRIPTIVE TEXT.
 ED2237'DESCRIBED BY SCGS
 ED2237'AZIMUTH MARK NO 1 IS A STANDARD SCGS DISK STAMPED AZ MK 23 038 1979
 ED2237'SET INTO THE TOP OF A ROUND COCNRETE MONUMENT 25 CM (10 INCHES) IN
 ED2237'DIAMETER AND FLUSH WITH THE GROUND. IT IS LOCATED 6.71 METERS NORTH
 ED2237'FROM THE CENTER OF HENRIDUNANT DRIVE, 3.05 METERS SOUTHWEST FROM THE
 ED2237'SOUTH CORNER OF A PARKING AREA AND 2.13 METERS SOUTHEAST FROM A
 ED2237'UTILITY POLE WITH A METER.
 ED2237'TO REACH THE AZIMUTH MARK FORM THE STATION, GO SOUTHERLY ON STATE
 ED2237'ROUTE 20 (GROVE ROAD) FOR 0.2 KM (0.1 MI) TO A CROSSROAD (FARRIS
 ED2237'ROAD). CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO A ROAD RIGHT (HENRI
 ED2237'DUNANI DRIVE). TURN RIGHT ON HENRI DUNANT DRIVE FOR 0.1 KM (0.1 MI)
 ED2237'TO THE MARK ON THE RIGHT.
 ED2237'NO EDM TIE TO THE AZIMUTH MARK WAS MADE AT THIS TIME.
 ED2237
 ED2237                          STATION RECOVERY (1991)
 ED2237
 ED2237'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2237'STATION IS LOCATED 2.75 MILES SOUTHWEST OF GREENVILLE
 ED2237'OWNERSHIP--AMERICAN RED CROSS.  TO REACH THE STATION FROM THE
 ED2237'JUNCTION OF U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND STATE
 ED2237'HIGHWAY 20 (GROVE ROAD) IN GREENVILLE, GO SOUTHWEST ON HIGHWAY 20 FOR
 ED2237'1.25 TO THE JUNCTION OF FARIS ROAD, CONTINUE ON HIGHWAY 20 FOR 0.15
 ED2237'MILE TO A PAVED ROAD RIGHT (HENRI DUNANT DRIVE), TURN RIGHT ON THE
 ED2237'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 ED2237'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2237'ROAD, 9.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CURB
 ED2237'AT THE SOUTHWEST CORNER OF A PARKING AREA, 7.0 FEET EAST OF THE POWER
 ED2237'POLE WITH AN ELECTRIC METER ATTACHED, 128.6 FEET SOUTH OF A POWER
 ED2237'POLE WITH A SECURITY LIGHT IN FRONT OF THE ENTRANCE DOOR OF THE RED
 ED2237'CROSS BUILDING, 22.8 FEET NORTHEAST OF THE CENTER OF THE ROAD.
 ED2237'NOTE-STATION IS INTERVISIBLE WITH STATION 23 038.  RECOVERED BY T.
 ED2237'HALL.
 ED2237
 ED2237                          STATION RECOVERY (1992)
 ED2237
 ED2237'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2237'RECOVERED AS DESCRIBED.
 ED2237
 ED2237                          STATION RECOVERY (2000)
 ED2237
 ED2237'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2237'NOT RECOVERED, MEASUREMENTS LEAD TO A PAVED PARKING AREA.  RECOVERY BY
 ED2237'R.P.  MCKEOWN.
 ED2237
 ED2237                          STATION RECOVERY (2004)
 ED2237
 ED2237'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED2237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1088 ***********************************************************************
 ED1088  DESIGNATION -  23 039
 ED1088  PID         -  ED1088
 ED1088  STATE/COUNTY-  SC/GREENVILLE
 ED1088  USGS QUAD   -  MAULDIN (1983)
 ED1088
 ED1088                         *CURRENT SURVEY CONTROL
 ED1088  ___________________________________________________________________
 ED1088* NAD 83(2001)-  34 48 46.38259(N)    082 20 38.65428(W)     ADJUSTED  
 ED1088* NAVD 88     -       308.978  (meters)    1013.71   (feet)  ADJUSTED  
 ED1088  ___________________________________________________________________
 ED1088  X           -     698,430.808 (meters)                     COMP
 ED1088  Y           -  -5,195,801.595 (meters)                     COMP
 ED1088  Z           -   3,621,001.811 (meters)                     COMP
 ED1088  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 ED1088  ELLIP HEIGHT-         277.85  (meters)          (03/13/03) GPS OBS
 ED1088  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 ED1088  DYNAMIC HT  -         308.664 (meters)    1012.68  (feet)  COMP
 ED1088  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 ED1088
 ED1088  HORZ ORDER  -  FIRST
 ED1088  VERT ORDER  -  FIRST     CLASS II
 ED1088  ELLP ORDER  -  FOURTH    CLASS II
 ED1088
 ED1088.The horizontal coordinates were established by GPS observations
 ED1088.and adjusted by the National Geodetic Survey in March 2003..
 ED1088
 ED1088.The orthometric height was determined by differential leveling
 ED1088.and adjusted by the National Geodetic Survey in June 1991..
 ED1088
 ED1088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1088
 ED1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1088
 ED1088.The ellipsoidal height was determined by GPS observations
 ED1088.and is referenced to NAD 83.
 ED1088
 ED1088.The geoid height was determined by GEOID03.
 ED1088
 ED1088.The dynamic height is computed by dividing the NAVD 88
 ED1088.geopotential number by the normal gravity value computed on the
 ED1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1088.degrees latitude (g = 980.6199 gals.).
 ED1088
 ED1088.The modeled gravity was interpolated from observed gravity values.
 ED1088
 ED1088;                    North         East     Units Scale Factor Converg.
 ED1088;SPC SC       -   331,237.308   486,627.947   MT  0.99999280   -0 44 42.5
 ED1088;SPC SC       - 1,086,736.57  1,596,548.38   iFT  0.99999280   -0 44 42.5
 ED1088;UTM  17      - 3,853,116.198   377,068.826   MT  0.99978626   -0 46 02.7
 ED1088
 ED1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1088!SPC SC       -   0.99995639  x   0.99999280  =   0.99994919
 ED1088!UTM  17      -   0.99995639  x   0.99978626  =   0.99974266
 ED1088
 ED1088:                Primary Azimuth Mark                     Grid Az
 ED1088:SPC SC       -  23 039 AZ MK                             011 35 51.9
 ED1088:UTM  17      -  23 039 AZ MK                             011 37 12.1
 ED1088
 ED1088|---------------------------------------------------------------------|
 ED1088| PID    Reference Object                     Distance      Geod. Az  |
 ED1088|                                                           dddmmss.s |
 ED1088| ED2167 23 039 AZ MK                        APPROX. 0.6 KM 0105109.4 |
 ED1088| ED2190 23 039 PTA 2                          5.353 METERS 01054     |
 ED1088| ED2204 GREENVILLE AUGUSTA HGTS BAP SP      APPROX. 3.5 KM 2641756.6 |
 ED1088| ED2246 PARIS MOUNTAIN LOOKOUT TOWER        APPROX.15.5 KM 3365958.2 |
 ED1088|---------------------------------------------------------------------|
 ED1088
 ED1088                          SUPERSEDED SURVEY CONTROL
 ED1088
 ED1088  NAD 83(1995)-  34 48 46.38286(N)    082 20 38.65437(W) AD(       ) 1
 ED1088  ELLIP H (12/20/99)  277.87   (m)                       GP(       ) 4 1
 ED1088  NAD 83(1986)-  34 48 46.39052(N)    082 20 38.65521(W) AD(       ) 1
 ED1088  NAD 83(1986)-  34 48 46.39190(N)    082 20 38.65291(W) AD(       ) 2
 ED1088  NAD 27      -  34 48 45.97104(N)    082 20 39.21614(W) AD(       ) 2
 ED1088  NAVD 88 (10/04/96)  308.98   (m)         1013.7    (f) LEVELING    3  
 ED1088  NGVD 29 (??/??/??)  309.071  (m)         1014.01   (f) ADJUSTED    1 2
 ED1088
 ED1088.Superseded values are not recommended for survey control.
 ED1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1088.See file dsdata.txt to determine how the superseded data were derived.
 ED1088
 ED1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7706953116(NAD 83)
 ED1088_MARKER: DD = SURVEY DISK
 ED1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1088_SP_SET: CONCRETE POST
 ED1088_STAMPING: HORZ 23 039 1979
 ED1088_MARK LOGO: SCGS  
 ED1088_PROJECTION: RECESSED 8 CENTIMETERS
 ED1088_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1088+STABILITY: SURFACE MOTION
 ED1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1088+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED1088
 ED1088  HISTORY     - Date     Condition        Report By
 ED1088  HISTORY     - 1979     MONUMENTED       SCGS
 ED1088  HISTORY     - 1982     GOOD             SCGS
 ED1088  HISTORY     - 19900309 GOOD
 ED1088  HISTORY     - 19900310 GOOD
 ED1088  HISTORY     - 19910923 GOOD             SCGS
 ED1088  HISTORY     - 19960312 GOOD             SCGS
 ED1088  HISTORY     - 20000731 GOOD             SCGS
 ED1088  HISTORY     - 20040629 GOOD             USPSQD
 ED1088  HISTORY     - 20051011 GOOD             USPSQD
 ED1088
 ED1088                          STATION DESCRIPTION
 ED1088
 ED1088'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1088'THE STATION IS LOCATED ABOUT 6-1/2 KM SOUTHEAST OF DOWNTOWN
 ED1088'GREENVILLE, ON THE EAST SIDE OF J.L. MANN HIGH SCHOOL, AND
 ED1088'ALONG THE WEST SHOULDER OF RIDGE ROAD.
 ED1088'
 ED1088'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 ED1088'85 AND U.S. HIGHWAY 276 AT THE SOUTHEAST EDGE OF GREENVILLE, GO
 ED1088'NORTH ON U.S. HIGHWAY 276 FOR 0.7 KM (0.45 MI) TO EAST
 ED1088'PARKINS MILL ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON
 ED1088'EAST PARKINS MILL ROAD FOR 0.2 KM (0.15 MI) TO RIDGE ROAD ON THE
 ED1088'LEFT.  TURN LEFT AND GO SOUTH ON RIDGE ROAD FOR 0.5 KM (0.36 MI )
 ED1088'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON RIDGE ROAD FOR
 ED1088'0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 ED1088'
 ED1088'THE STATION IS A STANDARD SCGS DISK
 ED1088'STAMPED---HORZ 23 039 1979---,
 ED1088'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED1088'FLUSH WITH GROUND.  IT IS LOCATED
 ED1088'6.70 METERS WEST FROM THE CENTERLINE OF ROAD,
 ED1088'27.74 METERS NORTH FROM A POWERLINE POLE,
 ED1088'1.22 METERS EAST FROM A METAL WITNESS POST, AND
 ED1088'1.37 METERS EAST FROM A CHAIN LINE FENCE.
 ED1088'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1088'STAMPED---HORZ 23 039 1979---,
 ED1088'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1088'
 ED1088'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED1088'STAMPED---AZ MK 23 039 1979---,
 ED1088'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED1088'FLUSH WITH GROUND.  IT IS LOCATED
 ED1088'21.03 METERS NORTHEAST FROM THE NORTH END OF A CULVERT,
 ED1088'6.70 METERS EAST FROM THE CENTER OF A PAVED ROAD,
 ED1088'1.62 METERS WEST-NORTHWEST FROM A METAL WITNESS POST, AND
 ED1088'0.91 METER EAST FROM A POWERLINE POLE.
 ED1088'
 ED1088'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED1088'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1088
 ED1088                          STATION RECOVERY (1982)
 ED1088
 ED1088'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1088'6.9 KM (4.3 MI) SE FROM GREENVILLE.
 ED1088'THE MARK IS ABOVE LEVEL WITH RIDGE ROAD.
 ED1088'0.7 KILOMETER (0.45 MILE) NORTHWEST ALONG U.S. HIGHWAY 276 (LAURENS
 ED1088'ROAD), FROM THE JUNCTION OF INTERSTATE 85, THENCE 0.2 KILOMETER
 ED1088'(0.1 MILE) WEST ALONG EAST PARKINS MILL ROAD, THENCE 0.6 KILOMETER
 ED1088'(0.4 MILE) SOUTH ALONG RIDGE ROAD, SET BETWEEN THE ROAD AND A
 ED1088'CHAINLINK FENCE SURROUNDING THE HIGH SCHOOL, 20.4 METERS (67.0 FEET)
 ED1088'WEST SOUTHWEST OF A METAL POWERPOLE, 6.1 METERS (20.0 FEET) WEST
 ED1088'OF THE CENTER OF RIDGE ROAD AND 1.8 METERS (5.8 FEET) EAST OF A
 ED1088'CHAINLINK FENCE.
 ED1088'THE MARK IS 1.50 METERS  W FROM A WITNESS POST.
 ED1088
 ED1088                          STATION RECOVERY (1990)
 ED1088
 ED1088'RECOVERED 1990
 ED1088'RECOVERED IN GOOD CONDITION.
 ED1088
 ED1088                          STATION RECOVERY (1990)
 ED1088
 ED1088'RECOVERED 1990
 ED1088'RECOVERED IN GOOD CONDITION.
 ED1088
 ED1088                          STATION RECOVERY (1991)
 ED1088
 ED1088'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1088'STATION IS LOCATED 3.9 MILES SOUTHEAST OF GREENVILLE.
 ED1088'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1088'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED1088'THE JUNCTION OVERPASS OF INTERSTATE 85 AND U.S. HIGHWAY 276 (LAURENS
 ED1088'ROAD), GO NORTHWEST ON HIGHWAY 276 FOR 0.45 MILE TO THE JUNCTION OF
 ED1088'STATE ROAD 1016 (EAST PARKINS MILL ROAD), TURN LEFT ON ROAD 1016 FOR
 ED1088'0.15 MILE TO THE JUNCTION OF STATE ROAD 435 (RIDGE ROAD), TURN LEFT
 ED1088'ON ROAD 435 FOR 0.4 MILE TO THE STATION ON THE RIGHT NEAR A FENCE
 ED1088'LINE OVERLOOKING THE TENNIS COURTS AT J.C. MANN HIGH SCHOOL, 0.15
 ED1088'MILE NORTH NORTHWEST OF THE OVERPASS BRIDGE OF ROAD 435 OVER
 ED1088'INTERSTATE 85.  STATION IS A CONCRETE POST RECESSED 2-INCHES AND
 ED1088'LEVEL WITH THE ROAD, 19.7 FEET WEST OF THE CENTER OF THE ROAD, 5.3
 ED1088'FEET EAST OF THE FENCE LINE, 67.0 FEET WEST OF A LARGE METAL HIGH
 ED1088'TENSION POWER LINE POST, 9.9 FEET WEST OF A ROUND SEWER MANHOLE COVER
 ED1088'IN THE ROAD, 91.1 FEET NORTH OF A POWER POLE WITH GUY WIRE, 4.1 FEET
 ED1088'EAST OF A WITNESS POST.  RECOVERED BY T. HALL.
 ED1088
 ED1088                          STATION RECOVERY (1996)
 ED1088
 ED1088'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED1088'RECOVERED AS DESCRIBED.
 ED1088
 ED1088                          STATION RECOVERY (2000)
 ED1088
 ED1088'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1088'STATION IS LOCATED 3.9 MILES (6.3 KM) SOUTHEAST OF GREENVILLE, 7.3
 ED1088'MILES (11.7 KM) NORTHWEST SIMPSONVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1088'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1088'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED1088'INTERSTATE 85 (EXIT 48) AND U.S.  HIGHWAY 276 (LAURENS ROAD) , 4.1
 ED1088'MILES (6.6 KM) SOUTHEAST OF GREENVILLE, GO NORTHWEST ON HIGHWAY 276
 ED1088'FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 1016 (EAST PARKINS
 ED1088'MILL ROAD) , TURN LEFT ON ROAD 1016 FOR 0.15 MILE (0.24 KM) TO THE
 ED1088'JUNCTION OF STATE ROAD 435 (RIDGE ROAD) , TURN LEFT ON ROAD 435 FOR
 ED1088'0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR A CHAIN LINK FENCE
 ED1088'LINE.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 0.5
 ED1088'FOOT (15.2 CM) BELOW THE ROAD, 18.9 FEET (5.8 M) WEST OF THE CENTER OF
 ED1088'THE ROAD, 5.6 FEET (1.7 M) EAST OF THE FENCE LINE, 10.3 FEET (3.1 M)
 ED1088'WEST OF A MANHOLE COVER, 91.7 FEET (28.0 M) NORTH OF A POWER POLE WITH
 ED1088'GUY WIRE AND SECURITY LIGHT, 4.2 FEET (1.3 M) EAST OF A WITNESS POST.
 ED1088'RECOVERED BY R.P.  MCKEOWN.
 ED1088
 ED1088                          STATION RECOVERY (2004)
 ED1088
 ED1088'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1088'RECOVERED IN GOOD CONDITION.
 ED1088
 ED1088                          STATION RECOVERY (2005)
 ED1088
 ED1088'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2167 ***********************************************************************
 ED2167  DESIGNATION -  23 039 AZ MK
 ED2167  PID         -  ED2167
 ED2167  STATE/COUNTY-  SC/GREENVILLE
 ED2167  USGS QUAD   -  MAULDIN (1983)
 ED2167
 ED2167                         *CURRENT SURVEY CONTROL
 ED2167  ___________________________________________________________________
 ED2167* NAD 83(2001)-  34 49 04.55393(N)    082 20 34.43012(W)     ADJUSTED  
 ED2167* NAVD 88     -       307.6    (meters)    1009.     (feet)  VERTCON   
 ED2167  ___________________________________________________________________
 ED2167  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 ED2167  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 ED2167
 ED2167  HORZ ORDER  -  SECOND
 ED2167
 ED2167.The horizontal coordinates were established by classical geodetic methods
 ED2167.and adjusted by the National Geodetic Survey in March 2004..
 ED2167
 ED2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2167
 ED2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2167
 ED2167.The geoid height was determined by GEOID03.
 ED2167
 ED2167;                    North         East     Units Scale Factor Converg.
 ED2167;SPC SC       -   331,795.827   486,742.572   MT  0.99999456   -0 44 40.2
 ED2167;SPC SC       - 1,088,568.99  1,596,924.45   iFT  0.99999456   -0 44 40.2
 ED2167;UTM  17      - 3,853,674.557   377,183.644   MT  0.99978591   -0 46 00.7
 ED2167
 ED2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2167!SPC SC       -   0.99995661  x   0.99999456  =   0.99995117
 ED2167!UTM  17      -   0.99995661  x   0.99978591  =   0.99974253
 ED2167
 ED2167                          SUPERSEDED SURVEY CONTROL
 ED2167
 ED2167  NAD 83(1986)-  34 49 04.56173(N)    082 20 34.43093(W) AD(       ) 2
 ED2167  NAD 83(1986)-  34 49 04.56325(N)    082 20 34.42883(W) AD(       ) 2
 ED2167  NAD 27      -  34 49 04.14286(N)    082 20 34.99254(W) AD(       ) 2
 ED2167  NGVD 29 (03/04/91)  307.7    (m)         1010.     (f) VERT ANG       
 ED2167
 ED2167.Superseded values are not recommended for survey control.
 ED2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2167.See file dsdata.txt to determine how the superseded data were derived.
 ED2167
 ED2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7718453675(NAD 83)
 ED2167_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2167_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2167+STABILITY: SURFACE MOTION
 ED2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2167+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 ED2167
 ED2167  HISTORY     - Date     Condition        Report By
 ED2167  HISTORY     - 1979     MONUMENTED       SCGS
 ED2167  HISTORY     - 20000725 MARK NOT FOUND   SCGS
 ED2167  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED2167
 ED2167                          STATION DESCRIPTION
 ED2167
 ED2167'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2167'THE STATION IS LOCATED ABOUT 6 KM SOUTHEAST OF DOWNTOWN
 ED2167'GREENVILLE, ON THE EAST SIDE OF J.L. MANN HIGH SCHOOL AND ALONG THE
 ED2167'WEST SHOULDER OF RIDGE ROAD.
 ED2167'
 ED2167'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 ED2167'85 AND U.S. HIGHWAY 276 IN SOUTHEAST GREENVILLE,
 ED2167'GO NORTH ON U.S. HIGHWAY 276 FOR 0.7 KM
 ED2167'(0.45 MI) TO EAST PARKING MILL ROAD ON THE LEFT.  TURN LEFT ON
 ED2167'EAST PARKING MILL ROAD AND GO WEST FOR 0.2 KM (0.15 MI)
 ED2167'TO RIDGE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON RIDGE ROAD
 ED2167'FOR 0.1 KM (0.05 MI) TO A POWERLINE POLE ON LEFT AND THE STATION.
 ED2167'
 ED2167'THE STATION IS A STANDARD SCGS DISK
 ED2167'STAMPED---AZ MK 23 039 1979---,
 ED2167'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2167'FLUSH WITH GROUND.  IT IS LOCATED
 ED2167'21.03 METERS NORTHEAST FROM THE NORTH END OF A CULVERT,
 ED2167'6.70 METERS EAST FROM THE CENTER OF A PAVED ROAD,
 ED2167'1.62 METERS WEST-NORTHWEST FROM A WITNESS POST, AND
 ED2167'0.91 METER EAST FROM A POWER POLE.
 ED2167'
 ED2167'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2167'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2167
 ED2167                          STATION RECOVERY (2000)
 ED2167
 ED2167'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2167'NOT RECOVERED, AREA HAS BEEN DEVELOPED, MARK NOT FOUND.  RECOVERY BY
 ED2167'R.P.  MCKEOWN.
 ED2167
 ED2167                          STATION RECOVERY (2004)
 ED2167
 ED2167'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED2167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1089 ***********************************************************************
 ED1089  DESIGNATION -  23 039 AZ MK 2
 ED1089  PID         -  ED1089
 ED1089  STATE/COUNTY-  SC/GREENVILLE
 ED1089  USGS QUAD   -  MAULDIN (1983)
 ED1089
 ED1089                         *CURRENT SURVEY CONTROL
 ED1089  ___________________________________________________________________
 ED1089* NAD 83(1986)-  34 48 24.     (N)    082 20 35.     (W)     SCALED    
 ED1089* NAVD 88     -       307.561  (meters)    1009.06   (feet)  ADJUSTED  
 ED1089  ___________________________________________________________________
 ED1089  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED1089  DYNAMIC HT  -         307.248 (meters)    1008.03  (feet)  COMP
 ED1089  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 ED1089
 ED1089  VERT ORDER  -  FIRST     CLASS II
 ED1089
 ED1089.The horizontal coordinates were scaled from a topographic map and have
 ED1089.an estimated accuracy of +/- 6 seconds.
 ED1089
 ED1089.The orthometric height was determined by differential leveling
 ED1089.and adjusted by the National Geodetic Survey in June 1991..
 ED1089
 ED1089.The geoid height was determined by GEOID03.
 ED1089
 ED1089.The dynamic height is computed by dividing the NAVD 88
 ED1089.geopotential number by the normal gravity value computed on the
 ED1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1089.degrees latitude (g = 980.6199 gals.).
 ED1089
 ED1089.The modeled gravity was interpolated from observed gravity values.
 ED1089
 ED1089;                    North         East    Units  Estimated Accuracy
 ED1089;SPC SC       -   330,550.      486,710.      MT  (+/- 180 meters Scaled)
 ED1089
 ED1089                          SUPERSEDED SURVEY CONTROL
 ED1089
 ED1089  NGVD 29 (??/??/??)  307.654  (m)         1009.36   (f) ADJUSTED    1 2
 ED1089
 ED1089.Superseded values are not recommended for survey control.
 ED1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1089.See file dsdata.txt to determine how the superseded data were derived.
 ED1089
 ED1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU771524(NAD 83)
 ED1089_MARKER: DD = SURVEY DISK
 ED1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1089_SP_SET: CONCRETE POST
 ED1089_STAMPING: AZ MK 23 039 1982
 ED1089_MARK LOGO: SCGS  
 ED1089_PROJECTION: FLUSH
 ED1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1089+STABILITY: SURFACE MOTION
 ED1089
 ED1089  HISTORY     - Date     Condition        Report By
 ED1089  HISTORY     - 1982     MONUMENTED       SCGS
 ED1089  HISTORY     - 19910923 MARK NOT FOUND   SCGS
 ED1089  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 ED1089
 ED1089                          STATION DESCRIPTION
 ED1089
 ED1089'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1089'6.6 KM (4.1 MI) SE FROM GREENVILLE.
 ED1089'0.7 KILOMETER (0.45 MILE) NORTHWEST ALONG U.S. HIGHWAY 276 (LAURENS
 ED1089'ROAD) FROM THE JNCTION OF INTERSTATE HIGHWAY 85, THENCE 0.2 KILOMETER
 ED1089'(0.1 MILE) WEST ALONG EAST PARKINS MILL ROAD, SET BY THE SECOND
 ED1089'POWERPOLE SOUTH OF THE INTERSECTION OF PARKINS MILL ROAD AND RIDGE
 ED1089'ROAD, 1.9 METERS (6.1 FEET) NORTH OF A POWERLINE POLE WITH A
 ED1089'TRANSFORMER, 15.6 METERS (51.2 FEET) NORTHWEST OF THE NORTHWEST
 ED1089'CORNER OF THE FENCE, 7.3 METERS (24.0 FEET) EAST OF
 ED1089'THE CENTERLINE OF COUNTY ROAD S-23-435 (RIDGE ROAD) AND 50.6 METERS
 ED1089'(166.0 FEET) SOUTH OF THE CENTERLINE OF EAST PARKINS MILL ROAD.
 ED1089'THE MARK IS 1.30 METERS  S FROM A WITNESS POST.
 ED1089'THE MARK IS ABOVE LEVEL WITH RIDGE ROAD.
 ED1089
 ED1089                          STATION RECOVERY (1991)
 ED1089
 ED1089'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1089'MARK NOT FOUND.
 ED1089
 ED1089                          STATION RECOVERY (2004)
 ED1089
 ED1089'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2120 ***********************************************************************
 ED2120  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2120  DESIGNATION -  23 040
 ED2120  PID         -  ED2120
 ED2120  STATE/COUNTY-  SC/GREENVILLE
 ED2120  USGS QUAD   -  PELZER (1983)
 ED2120
 ED2120                         *CURRENT SURVEY CONTROL
 ED2120  ___________________________________________________________________
 ED2120* NAD 83(2001)-  34 43 05.65640(N)    082 26 30.85763(W)     ADJUSTED  
 ED2120* NAVD 88     -       275.73   (meters)     904.6    (feet)  GPS OBS   
 ED2120  ___________________________________________________________________
 ED2120  X           -     690,341.764 (meters)                     COMP
 ED2120  Y           -  -5,202,895.059 (meters)                     COMP
 ED2120  Z           -   3,612,357.196 (meters)                     COMP
 ED2120  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 ED2120  ELLIP HEIGHT-         244.80  (meters)          (03/13/03) GPS OBS
 ED2120  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 ED2120
 ED2120  HORZ ORDER  -  FIRST
 ED2120  ELLP ORDER  -  FOURTH    CLASS II
 ED2120
 ED2120.The horizontal coordinates were established by GPS observations
 ED2120.and adjusted by the National Geodetic Survey in March 2003..
 ED2120
 ED2120.The orthometric height was determined by GPS observations and a
 ED2120.high-resolution geoid model using precise GPS observation and
 ED2120.processing techniques.
 ED2120
 ED2120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2120
 ED2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2120
 ED2120.The ellipsoidal height was determined by GPS observations
 ED2120.and is referenced to NAD 83.
 ED2120
 ED2120.The geoid height was determined by GEOID03.
 ED2120
 ED2120;                    North         East     Units Scale Factor Converg.
 ED2120;SPC SC       -   320,859.528   477,530.947   MT  0.99996113   -0 47 57.8
 ED2120;SPC SC       - 1,052,688.74  1,566,702.58   iFT  0.99996113   -0 47 57.8
 ED2120;UTM  17      - 3,842,743.763   367,969.423   MT  0.99981486   -0 49 16.8
 ED2120
 ED2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2120!SPC SC       -   0.99996157  x   0.99996113  =   0.99992271
 ED2120!UTM  17      -   0.99996157  x   0.99981486  =   0.99977644
 ED2120
 ED2120:                Primary Azimuth Mark                     Grid Az
 ED2120:SPC SC       -  PIEDMONT E MUN TANK                      228 13 42.9
 ED2120:UTM  17      -  PIEDMONT E MUN TANK                      228 15 01.9
 ED2120
 ED2120|---------------------------------------------------------------------|
 ED2120| PID    Reference Object                     Distance      Geod. Az  |
 ED2120|                                                           dddmmss.s |
 ED2120| ED2106 PIEDMONT E MUN TANK                 APPROX. 2.2 KM 2272545.1 |
 ED2120| ED2108 PIEDMONT W MUN TANK                 APPROX. 2.9 KM 2314001.8 |
 ED2120| ED2122 23 040 AZ MK                        432.119 METERS 3283640.5 |
 ED2120| ED2121 23 040 AZ MK PTA                    426.694 METERS 3283638.1 |
 ED2120|---------------------------------------------------------------------|
 ED2120
 ED2120                          SUPERSEDED SURVEY CONTROL
 ED2120
 ED2120  ELLIP H (04/18/02)  244.79   (m)                       GP(       ) 4 1
 ED2120  NAD 83(1995)-  34 43 05.65722(N)    082 26 30.85879(W) AD(       ) 1
 ED2120  ELLIP H (12/20/99)  244.67   (m)                       GP(       ) 4 1
 ED2120  NAD 83(1986)-  34 43 05.66605(N)    082 26 30.85766(W) AD(       ) 1
 ED2120  NAD 83(1986)-  34 43 05.66672(N)    082 26 30.86777(W) AD(       ) 1
 ED2120  NAD 83(1986)-  34 43 05.66612(N)    082 26 30.85711(W) AD(       ) 2
 ED2120  NAD 27      -  34 43 05.24889(N)    082 26 31.39143(W) AD(       ) 2
 ED2120  NGVD 29 (07/19/86)  276.3    (m)          906.     (f) VERT ANG       
 ED2120
 ED2120.Superseded values are not recommended for survey control.
 ED2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2120.See file dsdata.txt to determine how the superseded data were derived.
 ED2120
 ED2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6796942744(NAD 83)
 ED2120_MARKER: DD = SURVEY DISK
 ED2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2120_SP_SET: CONCRETE POST
 ED2120_STAMPING: HORZ 23 040 1979
 ED2120_MARK LOGO: SCGS  
 ED2120_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2120+STABILITY: SURFACE MOTION
 ED2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2120+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2000
 ED2120
 ED2120  HISTORY     - Date     Condition        Report By
 ED2120  HISTORY     - 1979     MONUMENTED       SCGS
 ED2120  HISTORY     - 1979     GOOD             SCGS
 ED2120  HISTORY     - 19921101 GOOD             NGS
 ED2120  HISTORY     - 19921209 GOOD             SCGS
 ED2120  HISTORY     - 19950801 GOOD             SCGS
 ED2120  HISTORY     - 20000822 GOOD             SCGS
 ED2120
 ED2120                          STATION DESCRIPTION
 ED2120
 ED2120'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2120'THE STATION IS LOCATED ABOUT 16 KM SOUTHWEST OF DOWNTOWN GREENVILLE,
 ED2120'2-1/2 KM EAST OF THE GREENVILLE-ANDERSON COUNTY LINE, 2-1/2 KM
 ED2120'NORTHEAST OF PIEDMONT AND ON PROPERTY OF THE J. P. STEVENS
 ED2120'COMPANY.
 ED2120'
 ED2120'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND
 ED2120'86 IN PIEDMONT.  GO NORTH ON HIGHWAY 20 FOR 0.8 KM (0.5 MI) TO
 ED2120'THE ESTES PLANT ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR
 ED2120'1.0 KM (0.6 MI) TO A CROSSROAD.  (TO REACH THE
 ED2120'AZIMUTH MARK FROM HERE.  TURN LEFT AND GO NORTH
 ED2120'ON A PAVED ROAD FOR 0.2 KM (0.15 MI) TO THE MARK ON THE RIGHT).
 ED2120'CONTINUE AHEAD EAST TOWARD THE ENTRANCE OF THE
 ED2120'ESTES PLANT FOR 0.2 KM (0.1 MI) TO A SIDE ROAD
 ED2120'LEFT ABOUT 100 METERS BEFORE REACHING THE PLANT ENTRANCE.
 ED2120'TURN LEFT AND GO NORTH FOR 0.2 KM (0.15 MI) TO THE STATION ON THE
 ED2120'RIGHT NEAR THE FLAG POLE.
 ED2120'
 ED2120'THE STATION IS A STANDARD SCGS DISK
 ED2120'STAMPED---HORZ 23 040 1979---,
 ED2120'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2120'FLUSH WITH GROUND.  IT IS LOCATED
 ED2120'12.65 METERS WEST FROM A FIRE PLUG,
 ED2120'11.9 METERS SOUTHEAST FROM THE SIDEWALK AT THE PAVEMENT,
 ED2120'6.6 METERS SOUTH FROM A FLAGPOLE AND
 ED2120'5.7 METERS EAST FROM THE EDGE OF THE PAVEMENT AND DRIVEWAY.
 ED2120'
 ED2120'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2120'STAMPED---HORZ 23 040 1979---,
 ED2120'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 ED2120'
 ED2120'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2120'STAMPED---23 040 1979 AZ MK---,
 ED2120'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2120'FLUSH WITH GROUND.  IT IS LOCATED
 ED2120'12.8 METERS EAST FROM THE CENTER OF THE HIGHWAY,
 ED2120'4.4 METERS SOUTHWEST FROM A SPRUCE PINE TREE AND ACROSS THE ROAD
 ED2120'FROM A CONCRETE DRIVEWAY.
 ED2120'
 ED2120'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2120'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2120
 ED2120                          STATION RECOVERY (1979)
 ED2120
 ED2120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2120'RECOVERED IN GOOD CONDITION.
 ED2120
 ED2120                          STATION RECOVERY (1992)
 ED2120
 ED2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2120'STATION IS LOCATED 9.6 MILES (15.4 KM) SOUTH SOUTHWEST OF GREENVILLE,
 ED2120'1.9 MILE (3.1 KM) NORTHEAST OF PIEDMONT. OWNERSHIP--ESTES PLANT OF
 ED2120'DELTA MILLS MARKETING COMPANY, 750 ESTES DRIVE, PIEDMONT, SC 29673.
 ED2120'CONTACT--LLOYD EARGLE (PLANT ENGINEER) BEFORE OBSERVATIONS.
 ED2120'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 (SOUTH
 ED2120'PIEDMONT HIGHWAY) AND 86 (BESSIE ROAD) IN PIEDMONT, GO NORTH ON
 ED2120'HIGHWAY 20 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 552
 ED2120'(ESTES PLANT ROAD), TURN RIGHT ON ROAD 552 FOR 0.6 MILE (1.0 KM) TO A
 ED2120'T-JUNCTION OF A PAVED ROAD (OLD PELZER ROAD) AND AN ENTRANCE DRIVE
 ED2120'AHEAD TO THE ESTES PLANT, CONTINUE AHEAD ON THE ENTRANCE DRIVE FOR
 ED2120'0.15 MILE (0.24 KM) TO A ROAD LEFT LEADING TO THE FRONT OF THE PLANT,
 ED2120'TURN LEFT ON THE ROAD FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE
 ED2120'RIGHT NEAR A FLAGPOLE IN FRONT OF THE PLANT.
 ED2120'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 ED2120'(15.2 CM) ABOVE THE ROAD, 22.0 FEET (6.7 M) SOUTH SOUTHWEST OF THE
 ED2120'FLAG POLE, 17.9 FEET (5.5 M) EAST NORTHEAST OF THE EAST NORTHEAST
 ED2120'EDGE OF THE CURB OF THE ROAD, 34.9 FEET (10.6 M) SOUTH SOUTHEAST OF
 ED2120'THE SOUTH SOUTHEAST EDGE OF A SIDEWALK LEADING TO THE PERSONNEL
 ED2120'OFFICE, 41.6 FEET (12.7 M) WEST NORTHWEST OF A FIRE HYDRANT.
 ED2120
 ED2120                          STATION RECOVERY (1992)
 ED2120
 ED2120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2120'RECOVERED AS DESCRIBED.
 ED2120
 ED2120                          STATION RECOVERY (1995)
 ED2120
 ED2120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED2120'RECOVERED AS DESCRIBED.
 ED2120
 ED2120                          STATION RECOVERY (2000)
 ED2120
 ED2120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2120'STATION IS LOCATED 9.7 MILES (15.6 KM) SOUTHWEST OF GREENVILLE, 1.7
 ED2120'MILES (2.7 KM) NORTHEAST OF PIEDMONT.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2120'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2120'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2120'HIGHWAYS 20 AND 86 IN PIEDMONT, GO NORTH ON HIGHWAY 20 FOR 0.5 MILE
 ED2120'(0.8 KM) TO THE JUNCTION OF STATE ROAD 552 (ESTES PLANT ROAD) , TURN
 ED2120'RIGHT ON ROAD 552 FOR 0.6 MILE (1.0 KM) TO THE T-JUNCTION OF STATE
 ED2120'ROAD 695 (OLD PELZER ROAD) , CONTINUE AHEAD ON THE ENTRANCE ROAD TO
 ED2120'THE ESTES PLANT FOR 0.15 MILE (0.24 KM) TO A ROAD LEFT, TURN LEFT ON
 ED2120'THE PAVED ROAD FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT
 ED2120'NEAR A FLAG POLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED2120'AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 18.0 FEET (5.5 M) EAST
 ED2120'NORTHEAST OF THE EAST EDGE OF THE CURB OF THE ROAD, 22.1 FEET (6.7 M)
 ED2120'SOUTH SOUTHWEST OF THE FLAGPOLE, 35.1 FEET (10.7 M) SOUTH SOUTHEAST OF
 ED2120'THE SOUTH EDGE OF A SIDEWALK, 44.2 FEET (13.5 M) NORTHWEST OF A FIRE
 ED2120'HYDRANT NUMBER 9, 65.7 FEET (20.0 M) WEST OF THE NORTHWEST OF CORNER
 ED2120'OF THE PROTRUDING BRICK WALL OF THE PLANT.  NOTE-STATION IS NOT
 ED2120'INTERVISIBLE WITH SURVEY STATION 23 040 AZ MK.  RECOVERED BY R.P.
 ED2120'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2122 ***********************************************************************
 ED2122  DESIGNATION -  23 040 AZ MK
 ED2122  PID         -  ED2122
 ED2122  STATE/COUNTY-  SC/GREENVILLE
 ED2122  USGS QUAD   -  PELZER (1983)
 ED2122
 ED2122                         *CURRENT SURVEY CONTROL
 ED2122  ___________________________________________________________________
 ED2122* NAD 83(2001)-  34 43 17.62695(N)    082 26 39.70337(W)     ADJUSTED  
 ED2122* NAVD 88     -       272.1    (meters)     893.     (feet)  VERTCON   
 ED2122  ___________________________________________________________________
 ED2122  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ED2122  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 ED2122
 ED2122  HORZ ORDER  -  SECOND
 ED2122
 ED2122.The horizontal coordinates were established by classical geodetic methods
 ED2122.and adjusted by the National Geodetic Survey in March 2004..
 ED2122
 ED2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2122
 ED2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2122
 ED2122.The geoid height was determined by GEOID03.
 ED2122
 ED2122;                    North         East     Units Scale Factor Converg.
 ED2122;SPC SC       -   321,231.498   477,311.058   MT  0.99996219   -0 48 02.7
 ED2122;SPC SC       - 1,053,909.11  1,565,981.16   iFT  0.99996219   -0 48 02.7
 ED2122;UTM  17      - 3,843,115.763   367,749.708   MT  0.99981557   -0 49 22.1
 ED2122
 ED2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2122!SPC SC       -   0.99996215  x   0.99996219  =   0.99992434
 ED2122!UTM  17      -   0.99996215  x   0.99981557  =   0.99977773
 ED2122
 ED2122                          SUPERSEDED SURVEY CONTROL
 ED2122
 ED2122  NAD 83(1986)-  34 43 17.63697(N)    082 26 39.71379(W) AD(       ) 2
 ED2122  NAD 83(1986)-  34 43 17.63647(N)    082 26 39.70291(W) AD(       ) 2
 ED2122  NAD 27      -  34 43 17.21947(N)    082 26 40.23708(W) AD(       ) 2
 ED2122  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG       
 ED2122
 ED2122.Superseded values are not recommended for survey control.
 ED2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2122.See file dsdata.txt to determine how the superseded data were derived.
 ED2122
 ED2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6775043116(NAD 83)
 ED2122_MARKER: DZ = AZIMUTH MARK DISK
 ED2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2122_SP_SET: CONCRETE POST
 ED2122_STAMPING: AZ MK 23 040 1979
 ED2122_MARK LOGO: SCGS  
 ED2122_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2122+STABILITY: SURFACE MOTION
 ED2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2122+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 ED2122
 ED2122  HISTORY     - Date     Condition        Report By
 ED2122  HISTORY     - 1979     MONUMENTED       SCGS
 ED2122  HISTORY     - 1979     GOOD             SCGS
 ED2122  HISTORY     - 19920602 GOOD             SCGS
 ED2122  HISTORY     - 20000815 GOOD             SCGS
 ED2122
 ED2122                          STATION DESCRIPTION
 ED2122
 ED2122'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2122'THE STATION IS LOCATED ABOUT 16 KM SOUTH FROM DOWNTOWN GREENVILLE,
 ED2122'2-1/2 KM EAST OF THE GREENVILLE-ANDERSON COUNTY LINE, 2-1/2 KM
 ED2122'NORTHEAST OF PIEDMONT AND ON PROPERTY OF J.P. STEVENS.
 ED2122'
 ED2122'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 86
 ED2122'IN PIEDMONT.  GO NORTH ON HIGHWAY 20 FOR 0.8 KM (0.5 MI) TO THE
 ED2122'ESTES PLANT ON RIGHT.  TURN RIGHT AND GO EAST FOR 1.0 KM (0.6 MI)
 ED2122'TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.2 KM
 ED2122'(0.15 MI) TO THE STATION ON THE RIGHT AS DESCRIBED.
 ED2122'
 ED2122'THE STATION IS A STANDARD SCGS DISK
 ED2122'STAMPED---23 040 1979 AZ MK---,
 ED2122'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2122'FLUSH WITH GROUND.  IT IS LOCATED
 ED2122'12.8 METERS EAST FROM THE CENTER OF THE HIGHWAY,
 ED2122'4.42 METERS SOUTHWEST FROM A SPRUCE PINE TREE AND ACROSS THE
 ED2122'ROAD FROM A CONCRETE DRIVEWAY.
 ED2122'
 ED2122'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2122'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2122
 ED2122                          STATION RECOVERY (1979)
 ED2122
 ED2122'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2122'RECOVERED IN GOOD CONDITION.
 ED2122
 ED2122                          STATION RECOVERY (1992)
 ED2122
 ED2122'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2122'STATION IS LOCATED 2.0 MILES NORTHEAST OF PIEDMONT. OWNERSHIP--SCDHPT,
 ED2122'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2122'803-737-1350.
 ED2122'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 (SOUTH
 ED2122'PIEDMONT HIGHWAY) AND 86 (BESSIE ROAD) IN PIEDMONT, GO NORTH ON
 ED2122'HIGHWAY 20 FOR 0.45 MILE TO THE JUNCTION OF STATE ROAD 552 (ESTES
 ED2122'PLANT ROAD), TURN RIGHT ON ROAD 552 FOR 0.6 MILE TO A T-JUNCTION OF A
 ED2122'STATE ROAD 695 (OLD PELZER ROAD) AND A ENTRANCE DRIVE AHEAD TO THE
 ED2122'ESTES PLANT, TURN LEFT ON ROAD 695 FOR 0.4 MILE TO THE STATION ON THE
 ED2122'RIGHT AT THE EXTENDED CENTER OF A CONCRETE DRIVE LEFT.
 ED2122'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 0.4 FOOT BELOW THE
 ED2122'ROAD, 23.6 FT EAST OF THE CENTER OF THE ROAD, 14.0 FT SOUTHWEST OF
 ED2122'A 1.3 FOOT SPRUCE PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED,
 ED2122'14.8 FT WEST SOUTHWEST OF A CONCRETE CORNER MARKER PROJECTING
 ED2122'1.0 FOOT WITH BOLT IN TOP, 35.8 FT NORTHWEST OF A POWER POLE WITH A
 ED2122'SCGS REFERENCE WASHER ATTACHED, 7.4 FT SOUTH SOUTHWEST OF A METAL
 ED2122'POST WITH SIGN (UNDERGROUND CABLE WARNING), 55.2 FT WEST SOUTHWEST
 ED2122'OF THE SOUTHWEST CORNER OF A HOUSE AT 690 OLD PELZER ROAD, 7.4 FEET
 ED2122'SOUTH SOUTHWEST OF A WITNESS POST.
 ED2122'RECOVERED BY R.W. ROBERTS.
 ED2122
 ED2122                          STATION RECOVERY (2000)
 ED2122
 ED2122'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2122'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTHEAST OF PIEDMONT, 9.5 MILES
 ED2122'(15.3 KM) SOUTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2122'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2122'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2122'HIGHWAYS 20 AND 86 IN PIEDMONT, GO NORTH ON HIGHWAY 20 FOR 0.5 MILE
 ED2122'(0.8 KM) TO THE JUNCTION OF STATE ROAD 552 (ESTES PLANT ROAD) , TURN
 ED2122'RIGHT ON ROAD 552 FOR 0.6 MILE (1.0 KM) TO THE T-JUNCTION OF STATE
 ED2122'ROAD 695 (OLD PELZER ROAD) , TURN LEFT ON ROAD 695 FOR 0.4 MILE (0.6
 ED2122'KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF A DRIVEWAY
 ED2122'LEADING TO BRICK HOUSE NUMBER 611.  STATION IS A CONCRETE POST FLUSH
 ED2122'WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 23.3 EAST
 ED2122'SOUTHEAST OF THE CENTER OF THE ROAD, 44.0 FEET (13.4 M) SOUTH
 ED2122'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 35.8 FEET (10.9 M) NORTHWEST
 ED2122'OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 14.1 FEET (4.3
 ED2122'M) SOUTHWEST OF A 1.5-FOOT SPRUCE TREE WITH A SCGS REFERENCE WASHER
 ED2122'ATTACHED, 7.2 FEET (2.2 M) SOUTH SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1976 ***********************************************************************
 ED1976  DESIGNATION -  23 041
 ED1976  PID         -  ED1976
 ED1976  STATE/COUNTY-  SC/GREENVILLE
 ED1976  USGS QUAD   -  PELHAM (1983)
 ED1976
 ED1976                         *CURRENT SURVEY CONTROL
 ED1976  ___________________________________________________________________
 ED1976* NAD 83(2001)-  34 46 54.76386(N)    082 12 48.46837(W)     ADJUSTED  
 ED1976* NAVD 88     -       254.2    (meters)     834.     (feet)  VERTCON   
 ED1976  ___________________________________________________________________
 ED1976  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 ED1976  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED1976
 ED1976  HORZ ORDER  -  SECOND
 ED1976
 ED1976.The horizontal coordinates were established by classical geodetic methods
 ED1976.and adjusted by the National Geodetic Survey in March 2004..
 ED1976
 ED1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1976
 ED1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1976
 ED1976.The geoid height was determined by GEOID03.
 ED1976
 ED1976;                    North         East     Units Scale Factor Converg.
 ED1976;SPC SC       -   327,650.110   498,536.530   MT  0.99998212   -0 40 21.9
 ED1976;SPC SC       - 1,074,967.55  1,635,618.54   iFT  0.99998212   -0 40 21.9
 ED1976;UTM  17      - 3,849,525.442   388,973.496   MT  0.99975193   -0 41 32.3
 ED1976
 ED1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1976!SPC SC       -   0.99996498  x   0.99998212  =   0.99994710
 ED1976!UTM  17      -   0.99996498  x   0.99975193  =   0.99971692
 ED1976
 ED1976:                Primary Azimuth Mark                     Grid Az
 ED1976:SPC SC       -  23 041 AZ MK                             058 54 11.2
 ED1976:UTM  17      -  23 041 AZ MK                             058 55 21.6
 ED1976
 ED1976|---------------------------------------------------------------------|
 ED1976| PID    Reference Object                     Distance      Geod. Az  |
 ED1976|                                                           dddmmss.s |
 ED1976| ED1971 23 041 AZ MK                        436.637 METERS 0581349.3 |
 ED1976| ED1975 23 041 PTA 2                          6.416 METERS 05813     |
 ED1976|---------------------------------------------------------------------|
 ED1976
 ED1976                          SUPERSEDED SURVEY CONTROL
 ED1976
 ED1976  NAD 83(1986)-  34 46 54.77387(N)    082 12 48.46856(W) AD(       ) 2
 ED1976  NAD 27      -  34 46 54.34420(N)    082 12 49.04945(W) AD(       ) 2
 ED1976  NGVD 29 (07/19/86)  254.3    (m)          834.     (f) VERT ANG       
 ED1976
 ED1976.Superseded values are not recommended for survey control.
 ED1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1976.See file dsdata.txt to determine how the superseded data were derived.
 ED1976
 ED1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8897349525(NAD 83)
 ED1976_MARKER: DD = SURVEY DISK
 ED1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1976_STAMPING: HORZ 23 041 1979
 ED1976_MARK LOGO: SCGS  
 ED1976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1976+STABILITY: SURFACE MOTION
 ED1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1976+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2000
 ED1976
 ED1976  HISTORY     - Date     Condition        Report By
 ED1976  HISTORY     - 1979     MONUMENTED       SCGS
 ED1976  HISTORY     - 20000807 GOOD             SCGS
 ED1976
 ED1976                          STATION DESCRIPTION
 ED1976
 ED1976'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1976'THE STATION IS LOCATED 19-1/4 KM SOUTHEAST OF DOWNTOWN GREENVILLE,
 ED1976'6-1/2 KM NORTHEAST OF SIMSONVILLE, ALONG THE SOUTH SHOULDER OF
 ED1976'JONESVILLE ROAD (S-23-545).  PERMISSION WAS OBTAINTED FROM MRS. W.
 ED1976'TO REACH THE STATION FROM JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED1976'STATE HIGHWAY 146, GO SOUTHEAST ON HIGHWAY 146
 ED1976'FOR 4.7 KM (2.9 MI) TO JUNCTION OF HIGHWAYS 146 AND 14. CONTINUE
 ED1976'STRAIGHT FOR 2.7 KM
 ED1976'(1.7 MI) TO A FORK.  TAKE RIGHT FORK (SCUFFLETOWN ROAD)
 ED1976'AND GO 0.3 KM (0.2 MI) TO A FIVE FORK INTERSECTION.  CONTINUE
 ED1976'STRAIGHT ON SCUFFLETOWN ROAD FOR 3.2 KM (2.0 MI) TO JUNCTION WITH
 ED1976'JONESVILLE ROAD (S-23-545).  TURN LEFT AND GO 0.1 KM (0.05 MI) TO
 ED1976'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THIS POINT,
 ED1976'CONTINUE EAST ON JONESVILLE ROAD 0.5 KM (0.3 MI) TO AZIMUTH ON RIGHT.
 ED1976'
 ED1976'THE STATION IS A STANDARD SCGS DISK
 ED1976'STAMPED---HORZ 23 041 1979---,
 ED1976'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1976'FLUSH WITH GROUND.  IT IS LOCATED
 ED1976'6.9 METERS SOUTH FROM THE CENTER OF JONESVILLE ROAD,
 ED1976'6.8 METERS EAST FROM THE CENTER OF A DRIVEWAY,
 ED1976'3.4 METERS EAST FROM THE EAST END OF A 30 CM CULVERT,
 ED1976'1.9 METERS NORTHEAST FROM THE MOST EASTERLY OF TWO CRAPE MYRTEL
 ED1976'TREES, AND
 ED1976'1.2 METERS WEST FROM A METAL WITNESS POST.
 ED1976'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1976'STAMPED---HORZ 23 041 1979---,
 ED1976'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1976'
 ED1976'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED1976'STAMPED---23 041 1979 AZ MK---,
 ED1976'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM
 ED1976'IN DIAMETER
 ED1976'FLUSH WITH GROUND.  IT IS LOCATED
 ED1976'14.8 METERS SOUTH FROM A GUYED UTILITY POLE, THE EASTERN MOST
 ED1976'OF THREE,
 ED1976'6.9 METERS SOUTH FROM THE CENTER OF JONESVILLE ROAD, AND
 ED1976'1.0 METERS WEST FROM A CORNER POST.
 ED1976'
 ED1976'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED1976'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1976
 ED1976                          STATION RECOVERY (2000)
 ED1976
 ED1976'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1976'STATION IS LOCATED 6.7 MILES (10.8 KM) NORTH OF FOUNTAIN INN, 11.7
 ED1976'MILES (18.8 KM) SOUTHEAST OF GREENVILLE OWNERSHIP--SCDOT, DIRECTOR OF
 ED1976'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1976'803-737-1350.  TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE
 ED1976'HIGHWAYS 14 AND 146, 6.5 MILES (10.5 KM) SOUTHEAST OF GREENVILLE, GO
 ED1976'EAST SOUTHEAST ON HIGHWAY 146 FOR 1.9 MILES (3.1 KM) TO THE JUNCTION
 ED1976'OF STATE ROAD 545 (SCUFFLETOWN ROAD) , TURN LEFT ON ROAD 545 FOR 0.7
 ED1976'MILE (1.1 KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF A
 ED1976'DRIVEWAY LEADING TO WOODEN HOUSE NUMBER 805. STATION IS A CONCRETE
 ED1976'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 5.0 FEET (1.5 M)
 ED1976'NORTHEAST OF A WOODEN FENCE CORNER POST, 20.2 FEET (6.2 M) SOUTH
 ED1976'SOUTHEAST OF THE CENTER OF THE ROAD, 11.5 FEET (3.5 M) EAST OF THE
 ED1976'EAST END OF A CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 20.2 FEET
 ED1976'(6.2 M) EAST NORTHEAST OF THE CENTER OF THE DRIVEWAY, 50.4 FEET (15.4
 ED1976'M) SOUTH SOUTHWEST OF TELEPHONE JUNCTION BOX NUMBER 1251/14, 4.3 FEET
 ED1976'(1.3 M) WEST SOUTHWEST OF A WITNESS POST.  RECOVERED BY R.P.  MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1971 ***********************************************************************
 ED1971  HT_MOD      -  This is a Height Modernization Survey Station.
 ED1971  DESIGNATION -  23 041 AZ MK
 ED1971  PID         -  ED1971
 ED1971  STATE/COUNTY-  SC/GREENVILLE
 ED1971  USGS QUAD   -  PELHAM (1983)
 ED1971
 ED1971                         *CURRENT SURVEY CONTROL
 ED1971  ___________________________________________________________________
 ED1971* NAD 83(2001)-  34 47 02.22383(N)    082 12 33.86750(W)     ADJUSTED  
 ED1971* NAVD 88     -       255.74   (meters)     839.0    (feet)  GPS OBS   
 ED1971  ___________________________________________________________________
 ED1971  X           -     710,883.010 (meters)                     COMP
 ED1971  Y           -  -5,195,917.331 (meters)                     COMP
 ED1971  Z           -   3,618,335.601 (meters)                     COMP
 ED1971  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 ED1971  ELLIP HEIGHT-         224.61  (meters)          (03/13/03) GPS OBS
 ED1971  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 ED1971
 ED1971  HORZ ORDER  -  FIRST
 ED1971  ELLP ORDER  -  FOURTH    CLASS II
 ED1971
 ED1971.The horizontal coordinates were established by GPS observations
 ED1971.and adjusted by the National Geodetic Survey in March 2003..
 ED1971
 ED1971.The orthometric height was determined by GPS observations and a
 ED1971.high-resolution geoid model using precise GPS observation and
 ED1971.processing techniques.
 ED1971
 ED1971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1971
 ED1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1971
 ED1971.The ellipsoidal height was determined by GPS observations
 ED1971.and is referenced to NAD 83.
 ED1971
 ED1971.The geoid height was determined by GEOID03.
 ED1971
 ED1971;                    North         East     Units Scale Factor Converg.
 ED1971;SPC SC       -   327,875.624   498,910.414   MT  0.99998282   -0 40 13.8
 ED1971;SPC SC       - 1,075,707.43  1,636,845.19   iFT  0.99998282   -0 40 13.8
 ED1971;UTM  17      - 3,849,750.775   389,347.371   MT  0.99975091   -0 41 24.1
 ED1971
 ED1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1971!SPC SC       -   0.99996474  x   0.99998282  =   0.99994756
 ED1971!UTM  17      -   0.99996474  x   0.99975091  =   0.99971566
 ED1971
 ED1971                          SUPERSEDED SURVEY CONTROL
 ED1971
 ED1971  NAD 83(1986)-  34 47 02.23390(N)    082 12 33.86782(W) AD(       ) 1
 ED1971  NAD 83(1995)-  34 47 02.22395(N)    082 12 33.86739(W) AD(       ) 1
 ED1971  ELLIP H (04/18/02)  224.63   (m)                       GP(       ) 4 1
 ED1971  NAD 83(1986)-  34 47 02.23390(N)    082 12 33.86782(W) AD(       ) 2
 ED1971  NAD 27      -  34 47 01.80417(N)    082 12 34.44898(W) AD(       ) 2
 ED1971  NGVD 29 (07/19/86)  255.7    (m)          839.     (f) VERT ANG       
 ED1971
 ED1971.Superseded values are not recommended for survey control.
 ED1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1971.See file dsdata.txt to determine how the superseded data were derived.
 ED1971
 ED1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8934749751(NAD 83)
 ED1971_MARKER: DD = SURVEY DISK
 ED1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1971_STAMPING: AZ MK 23 041 1979
 ED1971_MARK LOGO: SCGS  
 ED1971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1971+STABILITY: SURFACE MOTION
 ED1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1971+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 ED1971
 ED1971  HISTORY     - Date     Condition        Report By
 ED1971  HISTORY     - 1979     MONUMENTED       SCGS
 ED1971  HISTORY     - 20000807 GOOD             SCGS
 ED1971  HISTORY     - 20060607 GOOD             FRELAN
 ED1971
 ED1971                          STATION DESCRIPTION
 ED1971
 ED1971'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1971'THE STATION IS LOCATED 19-1/4 KM SOUTHEAST OF DOWNTOWN GREENVILLE,
 ED1971'6-1/2 KM NORTHEAST OF SIMSONVILLE ALONG THE SOUTH SHOULDER OF
 ED1971'JONESVILLE ROAD (S-23-545).  PERMISSION WAS OBTAINED FROM MRS. W.H.
 ED1971'BALLENGER.
 ED1971'
 ED1971'TO REACH THE STATION FROM JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED1971'STATE HIGHWAY 146, GO SOUTHEAST ON STATE HIGHWAY 146
 ED1971'FOR 4.7 KM (2.9 MI) TO JUNCTION OF HIGHWAY 146 AND 14.
 ED1971'CONTINUE STRAIGHT FOR 2.7 KM (1.7 MI) TO A FORK.  TAKE RIGHT
 ED1971'FORK (SCUFFLETOWN ROAD) AND GO 0.3 KM (0.2 MI) TO A FIVE FORK
 ED1971'INTERSECTION.  CONTINUE STRAIGHT ON SCUFFLETOWN ROAD FOR
 ED1971'3.2 KM (2.0 MI)
 ED1971'TO JUNCTION WITH JONESVILLE ROAD (S-23-545).  TURN LEFT AND
 ED1971'GO 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 ED1971'
 ED1971'THE STATION IS A STANDARD SCGS DISK
 ED1971'STAMPED---23 041 1979 AZ MK---,
 ED1971'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1971'FLUSH WITH GROUND.  IT IS LOCATED
 ED1971'14.8 METERS SOUTH FROM A GUYED UTILITY POLE, THE EASTERN MOST OF
 ED1971'THREE,
 ED1971'6.9 METERS SOUTH FROM THE CENTER OF JONESVILLE ROAD, AND
 ED1971'1.0 METERS WEST FROM A CORNER POST.
 ED1971'
 ED1971'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED1971'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1971
 ED1971                          STATION RECOVERY (2000)
 ED1971
 ED1971'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1971'STATION IS LOCATED 11.5 MILES (18.5 KM) EAST SOUTHEAST OF GREENVILLE,
 ED1971'6.6 MILES (10.6 KM) NORTHEAST OF FOUNTAIN INN.  OWNERSHIP--SCDOT,
 ED1971'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1971'803-737-1350.  TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE
 ED1971'HIGHWAYS 14 AND 146, 6.5 MILES (10.5 KM) SOUTHEAST OF GREENVILLE, GO
 ED1971'EAST SOUTHEAST ON HIGHWAY 146 FOR 1.9 MILES (3.1 KM) TO THE JUNCTION
 ED1971'OF STATE ROAD 145 (SCUFFLETOWN ROAD) , TURN RIGHT ON ROAD 145 FOR 1.95
 ED1971'MILES (3.14 KM) THE CROSSROAD JUNCTION OF STATE ROAD 545 (JONESVILLE
 ED1971'ROAD) , TURN LEFT ON ROAD 545 FOR 0.3 MILE (0.5 KM) TO THE STATION ON
 ED1971'THE RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 ED1971'FOOT (15.2 CM) ABOVE THE ROAD, 22.4 FEET (6.8 M) SOUTH SOUTHEAST OF
 ED1971'THE CENTER OF THE ROAD, 48.5 FEET (14.8 M) NORTH NORTHEAST OF THE EAST
 ED1971'ONE OF FOUR WOODEN POSTS, 110.5 FEET (33.7 M) NORTH NORTHWEST OF A
 ED1971'POWER POLE WITH A GUY WIRE AND A SCGS REFERENCE WASHER ATTACHED, 127.9
 ED1971'FEET (39.0 M) EAST NORTHEAST OF THE NORTHEAST END OF A 1.0-FOOT
 ED1971'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY.  RECOVERED BY R.P.  MCKEOWN.
 ED1971
 ED1971                          STATION RECOVERY (2006)
 ED1971
 ED1971'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 ED1971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2036 ***********************************************************************
 ED2036  DESIGNATION -  23 042
 ED2036  PID         -  ED2036
 ED2036  STATE/COUNTY-  SC/GREENVILLE
 ED2036  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2036
 ED2036                         *CURRENT SURVEY CONTROL
 ED2036  ___________________________________________________________________
 ED2036* NAD 83(2001)-  34 43 12.94931(N)    082 15 23.43312(W)     ADJUSTED  
 ED2036* NAVD 88     -       274.534  (meters)     900.70   (feet)  ADJUSTED  
 ED2036  ___________________________________________________________________
 ED2036  X           -     707,156.079 (meters)                     COMP
 ED2036  Y           -  -5,200,506.162 (meters)                     COMP
 ED2036  Z           -   3,612,541.194 (meters)                     COMP
 ED2036  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 ED2036  ELLIP HEIGHT-         243.52  (meters)          (03/13/03) GPS OBS
 ED2036  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED2036  DYNAMIC HT  -         274.256 (meters)     899.79  (feet)  COMP
 ED2036  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 ED2036
 ED2036  HORZ ORDER  -  FIRST
 ED2036  VERT ORDER  -  FIRST     CLASS II
 ED2036  ELLP ORDER  -  FOURTH    CLASS II
 ED2036
 ED2036.The horizontal coordinates were established by GPS observations
 ED2036.and adjusted by the National Geodetic Survey in March 2003..
 ED2036
 ED2036.The orthometric height was determined by differential leveling
 ED2036.and adjusted by the National Geodetic Survey in August 1993..
 ED2036
 ED2036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2036
 ED2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2036
 ED2036.The ellipsoidal height was determined by GPS observations
 ED2036.and is referenced to NAD 83.
 ED2036
 ED2036.The geoid height was determined by GEOID03.
 ED2036
 ED2036.The dynamic height is computed by dividing the NAVD 88
 ED2036.geopotential number by the normal gravity value computed on the
 ED2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2036.degrees latitude (g = 980.6199 gals.).
 ED2036
 ED2036.The modeled gravity was interpolated from observed gravity values.
 ED2036
 ED2036;                    North         East     Units Scale Factor Converg.
 ED2036;SPC SC       -   320,862.548   494,513.814   MT  0.99996178   -0 41 47.8
 ED2036;SPC SC       - 1,052,698.65  1,622,420.65   iFT  0.99996178   -0 41 47.8
 ED2036;UTM  17      - 3,842,740.693   384,949.350   MT  0.99976315   -0 42 56.7
 ED2036
 ED2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2036!SPC SC       -   0.99996178  x   0.99996178  =   0.99992356
 ED2036!UTM  17      -   0.99996178  x   0.99976315  =   0.99972493
 ED2036
 ED2036:                Primary Azimuth Mark                     Grid Az
 ED2036:SPC SC       -  23 042 AZ MK                             323 43 52.3
 ED2036:UTM  17      -  23 042 AZ MK                             323 45 01.2
 ED2036
 ED2036|---------------------------------------------------------------------|
 ED2036| PID    Reference Object                     Distance      Geod. Az  |
 ED2036|                                                           dddmmss.s |
 ED2036| ED2040 23 042 AZ MK                        APPROX. 2.3 KM 3230204.5 |
 ED2036|---------------------------------------------------------------------|
 ED2036
 ED2036                          SUPERSEDED SURVEY CONTROL
 ED2036
 ED2036  NAD 83(1986)-  34 43 12.95959(N)    082 15 23.43263(W) AD(       ) 1
 ED2036  NAD 83(1995)-  34 43 12.94905(N)    082 15 23.43285(W) AD(       ) 1
 ED2036  ELLIP H (04/18/02)  243.55   (m)                       GP(       ) 4 1
 ED2036  NAD 83(1986)-  34 43 12.95959(N)    082 15 23.43263(W) AD(       ) 2
 ED2036  NAD 27      -  34 43 12.53109(N)    082 15 24.01118(W) AD(       ) 2
 ED2036  NAVD 88 (04/18/02)  274.53   (m)          900.7    (f) LEVELING    3  
 ED2036  NGVD 29 (12/12/91)  274.618  (m)          900.98   (f) ADJUSTED    1 2
 ED2036
 ED2036.Superseded values are not recommended for survey control.
 ED2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2036.See file dsdata.txt to determine how the superseded data were derived.
 ED2036
 ED2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8494942741(NAD 83)
 ED2036_MARKER: DD = SURVEY DISK
 ED2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2036_SP_SET: CONCRETE POST
 ED2036_STAMPING: HORZ 23 042 1979
 ED2036_MARK LOGO: SCGS  
 ED2036_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2036+STABILITY: SURFACE MOTION
 ED2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2036+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED2036
 ED2036  HISTORY     - Date     Condition        Report By
 ED2036  HISTORY     - 1979     MONUMENTED       SCGS
 ED2036  HISTORY     - 1979     GOOD             SCGS
 ED2036  HISTORY     - 19911014 GOOD             SCGS
 ED2036  HISTORY     - 20000719 GOOD             SCGS
 ED2036
 ED2036                          STATION DESCRIPTION
 ED2036
 ED2036'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2036'THE STATION IS LOCATED ABOUT 2-1/2 KM SOUTH OF SIMPSONVILLE ON
 ED2036'U.S. HIGHWAY 276 RIGHT-OF-WAY, BETWEEN FRONTAGE ROAD ON WEST SIDE
 ED2036'OF 276 AND SOUTH BOUND TRAFFIC LANE OF 276 AND 43 METERS NORTH OF
 ED2036'OVERPASS FOR HIGHWAY S-23-55.
 ED2036'
 ED2036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2036'STATE HIGHWAY 417 IN MAULDIN.  GO SOUTHEAST ON U.S. HIGHWAY 276
 ED2036'FOR 2.8 KM (1.75 MI) TO S-23-144 (STANDING SPRINGS ROAD).
 ED2036'CONTINUE SOUTHEASTERLY ON U.S. HIGHWAY 276 FOR 2.3 KM (1.45 MI) TO
 ED2036'GEORGIA ROAD EXIT (S-23-272).  TAKE EXIT ROAD, AZIMUTH MARK IS
 ED2036'ON LEFT JUST BEFORE THE FRONTAGE ROAD BETWEEN EXIT SIGN AND STOP
 ED2036'SIGN PARALLEL TO U.S. HIGHWAY 276, FOR 1.9 KM (1.2 MI) TO THE
 ED2036'STATION ON LEFT, AT OVERPASS OF COUNTY ROAD S-23-55.
 ED2036'
 ED2036'THE STATION IS A STANDARD SCGS DISK
 ED2036'STAMPED---HORZ 23 042 1979---,
 ED2036'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2036'FLUSH WITH GROUND.  IT IS LOCATED
 ED2036'42.0 METERS NORTHWEST FROM THE OVERPASS OF ROAD S-23-55,
 ED2036'13.0 METERS WEST FROM THE WEST EDGE OF U.S. HIGHWAY 276,
 ED2036'12.5 METERS SOUTHEAST FROM THE END OF A GUARDRAIL,
 ED2036'7.0 METERS EAST FROM THE CENTER OF FRONTAGE ROAD,
 ED2036'2.8 METERS EAST FROM THE GUARDRAIL AND
 ED2036'2.22 METERS EAST FROM A METAL WITNESS POST.
 ED2036'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2036'STAMPED---HORZ 23 042 1979---,
 ED2036'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2036'
 ED2036'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2036'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2036
 ED2036                          STATION RECOVERY (1979)
 ED2036
 ED2036'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2036'RECOVERED IN GOOD CONDITION.
 ED2036
 ED2036                          STATION RECOVERY (1991)
 ED2036
 ED2036'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2036'STATION IS LOCATED 1.15 MILES SOUTH OF SIMPSONVILLE.
 ED2036'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2036'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED2036'THE JUNCTION OVERPASS OF STATE ROAD 55 (FAIRVIEW ROAD, EXIT 27) AND
 ED2036'INTERSTATE 385, 1.15 MILES SOUTH OF SIMPSONVILLE, GO SOUTH ON ROAD 55
 ED2036'FOR 0.2 MILE TO THE JUNCTION OF GRANDVIEW DRIVE, TURN RIGHT ON
 ED2036'GRANVIEW DRIVE FOR 0.4 MILE TO THE JUNCTION OF STATE ROAD 1094
 ED2036'(FRONTAGE ROAD), TURN RIGHT ON ROAD 1094 FOR 0.1 MILE TO THE STATION
 ED2036'ON THE LEFT AT THE END OF THE ROAD.  STATION IS A CONCRETE POST FLUSH
 ED2036'WITH THE GROUND AND 7.0 FEET ABOVE HIGHWAY 385, 61.9 FEET SOUTHWEST
 ED2036'OF THE SOUTH BOUND LANES OF THE HIGHWAY, 142.0 FEET NORTH NORTHWEST
 ED2036'OF THE WEST CORNER OF THE OVERPASS, 22.9 FEET EAST NORTHEAST OF THE
 ED2036'CENTER OF AN ABANDONED ROAD, 14.6 FEET NORTH OF A GUARD RAIL POST
 ED2036'WITH A SCGS REFERENCE WASHER ATTACHED, 7.2 FEET EAST NORTHEAST OF A
 ED2036'WITNESS POST.  RECOVERED BY T. HALL.
 ED2036
 ED2036                          STATION RECOVERY (2000)
 ED2036
 ED2036'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2036'STATION IS LOCATED 12.0 MILES (19.3 KM) SOUTHEAST OF GREENVILLE, 4.1
 ED2036'MILES (6.6 KM) NORTHWEST OF FOUNTAIN INN.  OWNERSHIP--SCDOT, DIRECTOR
 ED2036'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2036'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2036'STATE ROAD 55 (FAIRVIEW ROAD) AND INTERSTATE 385 (EXIT 27) , 1.15
 ED2036'MILES (1.85 KM) SOUTH OF SIMPSONVILLE, GO SOUTH ON ROAD 55 FOR 0.25
 ED2036'MILE (0.40 KM) TO THE JUNCTION OF GRANDVIEW DRIVE, TURN RIGHT ON
 ED2036'GRANDVIEW DRIVE FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF STATE ROAD
 ED2036'1094 (FRONTAGE ROAD) , TURN RIGHT ON ROAD 1094 FOR 0.1 MILE (0.2 KM)
 ED2036'TO THE STATION ON THE LEFT AT THE END OF ROAD 1049.  STATION IS A
 ED2036'CONCRETE POST FLUSH WITH THE GROUND AND 8.5 FEET (2.6 M) ABOVE
 ED2036'INTERSTATE 385, 23.4 FEET (7.1 M) EAST NORTHEAST OF THE CENTER OF ROAD
 ED2036'1049, 14.8 FEET (4.5 M) NORTH NORTHEAST OF A GUARDRAIL POST WITH A
 ED2036'SCGS REFERENCE WASHER ATTACHED, 44.6 FEET (13.6 M) WEST OF THE NORTH
 ED2036'END OF A INTERSTATE 385 GUARDRAIL, 7.0 FEET (2.1 M) EAST NORTHEAST OF
 ED2036'A WITNESS POST.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2040 ***********************************************************************
 ED2040  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2040  DESIGNATION -  23 042 AZ MK
 ED2040  PID         -  ED2040
 ED2040  STATE/COUNTY-  SC/GREENVILLE
 ED2040  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2040
 ED2040                         *CURRENT SURVEY CONTROL
 ED2040  ___________________________________________________________________
 ED2040* NAD 83(2001)-  34 44 13.46678(N)    082 16 18.60890(W)     ADJUSTED  
 ED2040* NAVD 88     -       249.45   (meters)     818.4    (feet)  GPS OBS   
 ED2040  ___________________________________________________________________
 ED2040  X           -     705,619.277 (meters)                     COMP
 ED2040  Y           -  -5,199,621.917 (meters)                     COMP
 ED2040  Z           -   3,614,059.619 (meters)                     COMP
 ED2040  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 ED2040  ELLIP HEIGHT-         218.43  (meters)          (03/13/03) GPS OBS
 ED2040  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED2040
 ED2040  HORZ ORDER  -  FIRST
 ED2040  ELLP ORDER  -  FOURTH    CLASS II
 ED2040
 ED2040.The horizontal coordinates were established by GPS observations
 ED2040.and adjusted by the National Geodetic Survey in March 2003..
 ED2040
 ED2040.The orthometric height was determined by GPS observations and a
 ED2040.high-resolution geoid model using precise GPS observation and
 ED2040.processing techniques.
 ED2040
 ED2040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2040
 ED2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2040
 ED2040.The ellipsoidal height was determined by GPS observations
 ED2040.and is referenced to NAD 83.
 ED2040
 ED2040.The geoid height was determined by GEOID03.
 ED2040
 ED2040;                    North         East     Units Scale Factor Converg.
 ED2040;SPC SC       -   322,744.385   493,133.038   MT  0.99996721   -0 42 18.4
 ED2040;SPC SC       - 1,058,872.65  1,617,890.54   iFT  0.99996721   -0 42 18.4
 ED2040;UTM  17      - 3,844,622.623   383,569.487   MT  0.99976708   -0 43 29.2
 ED2040
 ED2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2040!SPC SC       -   0.99996571  x   0.99996721  =   0.99993293
 ED2040!UTM  17      -   0.99996571  x   0.99976708  =   0.99973280
 ED2040
 ED2040:                Primary Azimuth Mark                     Grid Az
 ED2040:SPC SC       -  23 042                                   143 43 51.5
 ED2040:UTM  17      -  23 042                                   143 45 02.3
 ED2040
 ED2040|---------------------------------------------------------------------|
 ED2040| PID    Reference Object                     Distance      Geod. Az  |
 ED2040|                                                           dddmmss.s |
 ED2040| ED2036 23 042                              APPROX. 2.3 KM 1430133.1 |
 ED2040|---------------------------------------------------------------------|
 ED2040
 ED2040                          SUPERSEDED SURVEY CONTROL
 ED2040
 ED2040  NAD 83(1986)-  34 44 13.47663(N)    082 16 18.60784(W) AD(       ) 1
 ED2040  NAD 83(1995)-  34 44 13.46699(N)    082 16 18.60895(W) AD(       ) 1
 ED2040  ELLIP H (04/18/02)  218.46   (m)                       GP(       ) 4 1
 ED2040  NAD 83(1986)-  34 44 13.47663(N)    082 16 18.60784(W) AD(       ) 2
 ED2040  NAD 27      -  34 44 13.04979(N)    082 16 19.18436(W) AD(       ) 2
 ED2040  NGVD 29 (07/19/86)  249.2    (m)          818.     (f) VERT ANG       
 ED2040
 ED2040.Superseded values are not recommended for survey control.
 ED2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2040.See file dsdata.txt to determine how the superseded data were derived.
 ED2040
 ED2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8356944623(NAD 83)
 ED2040_MARKER: DD = SURVEY DISK
 ED2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2040_STAMPING: AZ MK 23 042 1979
 ED2040_MARK LOGO: SCGS  
 ED2040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2040+STABILITY: SURFACE MOTION
 ED2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2040+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 ED2040
 ED2040  HISTORY     - Date     Condition        Report By
 ED2040  HISTORY     - 1979     MONUMENTED       SCGS
 ED2040  HISTORY     - 20000808 GOOD             SCGS
 ED2040
 ED2040                          STATION DESCRIPTION
 ED2040
 ED2040'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2040'THE STATION IS LOCATED ABOUT 2-1/2 KM SOUTH OF SIMPSONVILLE ON
 ED2040'U.S. HIGHWAY 276 RIGHT-OF-WAY, BETWEEN FRONTAGE ROAD ON WEST SIDE
 ED2040'OF 276 AND SOUTH BOUND TRAFFIC LANE AND 43.3 METERS NORTH OF
 ED2040'OVERPASS FOR HIGHWAY S-23-55.
 ED2040'
 ED2040'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 276 AND
 ED2040'STATE HIGHWAY 417 IN MAULDIN.  GO SOUTHEAST ON U.S. HIGHWAY 276
 ED2040'FOR 2.8 KM (1.75 MI) TO S-23-144 (STANDING SPRINGS ROAD).
 ED2040'CONTINUE SOUTHEASTERLY ON U.S. HIGHWAY 276 FOR 2.3 KM (1.45 MI) TO
 ED2040'GEORGIA ROAD EXIT (S-23-272).  TAKE EXIT ROAD, STATION IS ON
 ED2040'LEFT JUST BEFORE THE FRONTAGE ROAD BETWEEN EXIT SIGN AND
 ED2040'STOP SIGN WHICH FACES FRONTAGE ROAD.
 ED2040'
 ED2040'THE STATION IS A STANDARD SCGS DISK
 ED2040'STAMPED---23 042 AZ MK 1979---,
 ED2040'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2040'FLUSH WITH GROUND.  IT IS LOCATED
 ED2040'15.6 METERS WEST FROM THE WEST EDGE OF U.S. HIGHWAY 276,
 ED2040'13.0 METERS EAST FROM THE CENTER OF INTERSECTION OF THE EXIT
 ED2040'RAMP AND THE FRONTAGE ROAD,
 ED2040'3.3 METERS WEST FROM A METAL WITNESS POST,
 ED2040'2.0 METERS EAST FROM A STOP SIGN AND
 ED2040'2.2 METERS SOUTHWEST FROM A DO-NOT-ENTER SIGN.
 ED2040'
 ED2040'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2040'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2040
 ED2040                          STATION RECOVERY (2000)
 ED2040
 ED2040'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2040'STATION IS LOCATED 1.0 MILE (1.6 KM) WEST OF SIMPSONVILLE, 10.6 MILES
 ED2040'(17.1 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2040'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2040'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2040'HIGHWAYS 417 (CURTIS STREET) AND 14 (MAIN STREET) IN SIMPSONVILLE, GO
 ED2040'WEST ON HIGHWAY 417 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE
 ED2040'ROAD 272 (NORTH MAPLE STREET) , TURN RIGHT ON ROAD 272 FOR 0.05 MILE
 ED2040'(0.08 KM) TO THE FORK JUNCTION OF NORTH MAPLE STREET RIGHT AND WEST
 ED2040'GEORGIA ROAD LEFT, BEAR LEFT ON WEST GEORGIA ROAD (NOW STATE ROAD 272)
 ED2040'FOR 1.0 MILE (1.6 KM) TO THE ON RAMP OF INTERSTATE 385 SOUTH, GO SOUTH
 ED2040'ON THE RAMP FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A
 ED2040'STOP SIGN IN THE NORTHEAST ANGLE OF THE FRONTAGE ROAD AND THE EXIT 29
 ED2040'OFF RAMP.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 ED2040'WITH THE FRONTAGE ROAD, 36.6 FEET (11.2 M) WEST SOUTHWEST OF THE WEST
 ED2040'LEG OF A METAL SIGN (EXIT 29) , 50.5 FEET (15.4 M) WEST SOUTHWEST OF
 ED2040'THE WEST EDGE OF THE PAVEMENT OF INTERSTATE 385, 22.7 FEET (6.9 M)
 ED2040'EAST SOUTHEAST OF THE CENTER OF THE EXIT 29 OFF RAMP, 25.4 FEET (7.7
 ED2040'M) NORTH NORTHEAST OF THE CENTER OF THE FRONTAGE ROAD, 10.4 FEET (3.2
 ED2040'M) EAST NORTHEAST OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE
 ED2040'WITH SURVEY STATION 23 042.  RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2177 ***********************************************************************
 ED2177  DESIGNATION -  23 043
 ED2177  PID         -  ED2177
 ED2177  STATE/COUNTY-  SC/GREENVILLE
 ED2177  USGS QUAD   -  MAULDIN (1983)
 ED2177
 ED2177                         *CURRENT SURVEY CONTROL
 ED2177  ___________________________________________________________________
 ED2177* NAD 83(2001)-  34 46 32.57357(N)    082 16 34.56934(W)     ADJUSTED  
 ED2177* NAVD 88     -       273.6    (meters)     898.     (feet)  VERTCON   
 ED2177  ___________________________________________________________________
 ED2177  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 ED2177  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 ED2177
 ED2177  HORZ ORDER  -  SECOND
 ED2177
 ED2177.The horizontal coordinates were established by classical geodetic methods
 ED2177.and adjusted by the National Geodetic Survey in March 2004..
 ED2177
 ED2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2177
 ED2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2177
 ED2177.The geoid height was determined by GEOID03.
 ED2177
 ED2177;                    North         East     Units Scale Factor Converg.
 ED2177;SPC SC       -   327,035.607   492,780.004   MT  0.99998003   -0 42 27.2
 ED2177;SPC SC       - 1,072,951.47  1,616,732.30   iFT  0.99998003   -0 42 27.2
 ED2177;UTM  17      - 3,848,913.084   383,218.029   MT  0.99976809   -0 43 40.9
 ED2177
 ED2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2177!SPC SC       -   0.99996193  x   0.99998003  =   0.99994196
 ED2177!UTM  17      -   0.99996193  x   0.99976809  =   0.99973003
 ED2177
 ED2177:                Primary Azimuth Mark                     Grid Az
 ED2177:SPC SC       -  CARBIDE                                  209 28 58.3
 ED2177:UTM  17      -  CARBIDE                                  209 30 12.0
 ED2177
 ED2177|---------------------------------------------------------------------|
 ED2177| PID    Reference Object                     Distance      Geod. Az  |
 ED2177|                                                           dddmmss.s |
 ED2177| ED2182 CARBIDE                             APPROX. 2.3 KM 2084631.1 |
 ED2177| ED2179 23 043 AZ MK PTA                    257.926 METERS 30737     |
 ED2177| ED2180 23 043 AZ MK                        262.894 METERS 30737     |
 ED2177|---------------------------------------------------------------------|
 ED2177
 ED2177                          SUPERSEDED SURVEY CONTROL
 ED2177
 ED2177  NAD 83(1986)-  34 46 32.58438(N)    082 16 34.56867(W) AD(       ) 2
 ED2177  NAD 27      -  34 46 32.16076(N)    082 16 35.14361(W) AD(       ) 2
 ED2177  NGVD 29 (07/19/86)  273.7    (m)          898.     (f) VERT ANG       
 ED2177
 ED2177.Superseded values are not recommended for survey control.
 ED2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2177.See file dsdata.txt to determine how the superseded data were derived.
 ED2177
 ED2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8321848913(NAD 83)
 ED2177_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2177_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2177+STABILITY: SURFACE MOTION
 ED2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2177+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 ED2177
 ED2177  HISTORY     - Date     Condition        Report By
 ED2177  HISTORY     - 1979     MONUMENTED       SCGS
 ED2177  HISTORY     - 20000808 MARK NOT FOUND   SCGS
 ED2177
 ED2177                          STATION DESCRIPTION
 ED2177
 ED2177'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2177'THE STATION IS LOCATED ABOUT 14-1/2 KM SOUTHEAST OF DOWNTOWN
 ED2177'GREENVILLE, 3-1/4 KM EAST OF MAULDIN ON THE SOUTHEAST CORNER OF
 ED2177'PROPERTY OF THE BETHEL ELEMENTARY SCHOOL.
 ED2177'
 ED2177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2177'STATE HIGHWAY 107 WHICH IS THE MAIN INTERSECTION IN MAULDIN
 ED2177'GO SOUTHEAST ON U.S. HIGHWAY 276 FOR 0.6 KM (0.35 MI) TO A FORK.
 ED2177'KEEP LEFT AND GO SOUTHERLY ON STATE HIGHWAY 417 FOR 2.2 KM (0.8
 ED2177'(1.35 MI) TO COUNTY ROAD S-23-332 LEFT.  TURN LEFT AND GO EASTERLY
 ED2177'FOR 1.3 KM (0.8 MI) ON A PAVED ROAD TO A PAVED ROAD LEFT AND THE
 ED2177'STATION ON THE LEFT.
 ED2177'
 ED2177'THE STATION IS A STANDARD SCGS DISK
 ED2177'STAMPED---HORZ 23 043 1979---,
 ED2177'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2177'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 ED2177'8.17 METERS SOUTHWEST FROM THE CENTER OF THE PAVED ROAD LEADING
 ED2177'TO THE BETHEL SCHOOL,
 ED2177'8.07 METERS NORTHWEST FROM THE CENTER OF COUNTY ROAD S-23-332,
 ED2177'5.9 METERS EAST FROM THE LAST TREE IN A NORTHEAST-SOUTHWEST ROW
 ED2177'OF PINES AND
 ED2177'1.37 METERS NORTHWEST FROM A METAL WITNESS POST.
 ED2177'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2177'STAMPED---HORZ 23 043 1979---,
 ED2177'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2177'
 ED2177'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2177'STAMPED---AZ MK 23 043 1979---,
 ED2177'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2177'FLUSH WITH GROUND.  IT IS LOCATED
 ED2177'11.1 METERS NORTH-NORTHWEST FROM THE CENTER OF THE ENTRANCE ROAD
 ED2177'TO BETHEL SCHOOL,
 ED2177'5.6 METERS WEST-SOUTHWEST FROM THE CENTER OF A PAVED ROAD
 ED2177'PASSING IN FRONT OF THE SCHOOL,
 ED2177'3.4 METERS EAST-NORTHEAST FROM A FIRE HYDRANT AND
 ED2177'3.4 METERS EAST-SOUTHEAST FROM AN OAK TREE THAT IS 15 CM IN
 ED2177'DIAMETER.
 ED2177'
 ED2177'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH-NORTHWEST ON
 ED2177'THE PAVED ROAD FOR 0.2 KM (0.15 MI) TO THE AZIMUTH MARK ON THE
 ED2177'LEFT IN FRONT OF THE BETHEL SCHOOL.
 ED2177'
 ED2177'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2177'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2177
 ED2177                          STATION RECOVERY (2000)
 ED2177
 ED2177'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2177'NOT RECOVERED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL
 ED2177'TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION
 ED2177'WITH NO RESULTS, PRESUMED DESTROYED OR COVERED BY PAVEMENT.  RECOVERY
 ED2177'BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2180 ***********************************************************************
 ED2180  DESIGNATION -  23 043 AZ MK
 ED2180  PID         -  ED2180
 ED2180  STATE/COUNTY-  SC/GREENVILLE
 ED2180  USGS QUAD   -  MAULDIN (1983)
 ED2180
 ED2180                         *CURRENT SURVEY CONTROL
 ED2180  ___________________________________________________________________
 ED2180* NAD 83(2001)-  34 46 37.78018(N)    082 16 42.75982(W)     ADJUSTED  
 ED2180* NAVD 88     -       279.0    (meters)     915.     (feet)  VERTCON   
 ED2180  ___________________________________________________________________
 ED2180  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ED2180  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 ED2180
 ED2180  HORZ ORDER  -  SECOND
 ED2180
 ED2180.The horizontal coordinates were established by classical geodetic methods
 ED2180.and adjusted by the National Geodetic Survey in March 2004..
 ED2180
 ED2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2180
 ED2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2180
 ED2180.The geoid height was determined by GEOID03.
 ED2180
 ED2180;                    North         East     Units Scale Factor Converg.
 ED2180;SPC SC       -   327,198.611   492,573.751   MT  0.99998052   -0 42 31.8
 ED2180;SPC SC       - 1,073,486.26  1,616,055.61   iFT  0.99998052   -0 42 31.8
 ED2180;UTM  17      - 3,849,076.128   383,011.878   MT  0.99976868   -0 43 45.6
 ED2180
 ED2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2180!SPC SC       -   0.99996109  x   0.99998052  =   0.99994161
 ED2180!UTM  17      -   0.99996109  x   0.99976868  =   0.99972978
 ED2180
 ED2180                          SUPERSEDED SURVEY CONTROL
 ED2180
 ED2180  NAD 83(1986)-  34 46 37.79097(N)    082 16 42.75917(W) AD(       ) 2
 ED2180  NAD 27      -  34 46 37.36751(N)    082 16 43.33382(W) AD(       ) 2
 ED2180  NGVD 29 (07/19/86)  279.1    (m)          916.     (f) VERT ANG       
 ED2180
 ED2180.Superseded values are not recommended for survey control.
 ED2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2180.See file dsdata.txt to determine how the superseded data were derived.
 ED2180
 ED2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8301249076(NAD 83)
 ED2180_MARKER: DD = SURVEY DISK
 ED2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2180_STAMPING: AZ MK 23 043 1979
 ED2180_MARK LOGO: SCGS  
 ED2180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2180+STABILITY: SURFACE MOTION
 ED2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2180+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 ED2180
 ED2180  HISTORY     - Date     Condition        Report By
 ED2180  HISTORY     - 1979     MONUMENTED       SCGS
 ED2180  HISTORY     - 20000808 GOOD             SCGS
 ED2180
 ED2180                          STATION DESCRIPTION
 ED2180
 ED2180'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2180'THE STATION IS LOCATED 14-1/2 KM SOUTHEAST OF DOWNTOWN GREENVILLE
 ED2180'3-1/4 KM EAST OF MAULDIN, ON THE NORTHEAST CORNER OF THE BETHEL
 ED2180'ELEMENTARY SCHOOL GROUNDS.
 ED2180'
 ED2180'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2180'STATE HIGHWAY 107 WHICH IS THE MAIN INTERSECTION IN MAULDIN, GO
 ED2180'SOUTHEAST ON HIGHWAY 276 FOR 0.6 KM (0.35 MI) TO A FORK.  KEEP
 ED2180'LEFT FORK AND GO SOUTHERLY ON STATE HIGHWAY 417 FOR 2.2 KM
 ED2180'(1.35 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON
 ED2180'COUNTY ROAD S-23-332 FOR 1.3 KM (0.8 MI) TO A PAVED ROAD LEFT
 ED2180'AND STATION 23 043 SCGS ON THE LEFT.  TURN LEFT AND GO NORTHERLY
 ED2180'ON THE PAVED ROAD FOR 0.2 KM (0.15 MI) TO THE STATION ON THE
 ED2180'LEFT IN FRONT OF THE BETHEL SCHOOL.
 ED2180'
 ED2180'THE STATION IS A STANDARD SCGS  DISK
 ED2180'STAMPED---AZ MK 23 043 1979---,
 ED2180'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2180'FLUSH WITH GROUND.  IT IS LOCATED
 ED2180'11.1 METERS NORTH-NORTHWEST FROM THE CENTER OF THE ENTRANCE ROAD
 ED2180'TO THE BETHEL SCHOOL,
 ED2180'5.6 METERS WEST-SOUTHWEST FROM WTHE CENTER OF A PAVED ROAD
 ED2180'PASSING IN FRONT OF THE SCHOOL,
 ED2180'3.4 METERS EAST-NORTHEAST FROM A FIRE HYDRANT AND
 ED2180'3.4 METERS EAST-SOUTHEAST FROM A 15 CM OAK TREE.
 ED2180'
 ED2180'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2180'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2180
 ED2180                          STATION RECOVERY (2000)
 ED2180
 ED2180'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2180'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH NORTHWEST OF SIMPSONVILLE,
 ED2180'8.2 MILES (13.2 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED2180'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2180'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED2180'INTERSTATE 385 AND STATE HIGHWAY 417 (EXIT 29) , 1.5 MILES (2.4 KM)
 ED2180'SOUTHEAST OF MAULDIN, GO NORTHWEST ON HIGHWAY 417 FOR 0.35 MILE (0.56
 ED2180'KM) TO THE JUNCTION OF STATE ROAD 332 (BALCOMBE BOULEVARD) , TURN
 ED2180'RIGHT ON ROAD 332 FOR 0.8 MILE (1.3 KM) TO THE JUNCTION OF STATE ROAD
 ED2180'1071 (BETHEL SCHOOL ROAD) , TURN LEFT ON ROAD 1071 FOR 0.15 MILE (0.24
 ED2180'KM) TO THE STATION ON THE LEFT IN THE SIDEWALK NEAR A FIRE HYDRANT.
 ED2180'STATION IS A CONCRETE POST SURROUNDED BY A SIDEWALK AND 0.5 FOOT (15.2
 ED2180'CM) ABOVE THE ROAD, 18.7 FEET (5.7 M) SOUTHWEST OF THE CENTER OF THE
 ED2180'ROAD, 11.9 FEET (3.6 M) NORTH NORTHEAST OF FIRE HYDRANT NUMBER 519,
 ED2180'44.4 FEET (13.5 M) EAST SOUTHEAST OF A 1.0-FOOT OAK TREE, 77.8 FEET
 ED2180'(23.7 M) NORTH OF A METAL SECURITY LIGHT POLE, 66.8 FEET (20.4 M)
 ED2180'NORTHWEST OF THE EXTENDED CENTER OF STATE ROAD 217 (CASTLEBRIDGE ROAD)
 ED2180', 5.2 FEET (1.6 M) WEST OF THE CENTER OF A 0.8-FOOT CIRCULAR WATER
 ED2180'METER COVER.  RECOVERED BY R.P.  MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2062 ***********************************************************************
 ED2062  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2062  DESIGNATION -  23 044
 ED2062  PID         -  ED2062
 ED2062  STATE/COUNTY-  SC/GREENVILLE
 ED2062  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2062
 ED2062                         *CURRENT SURVEY CONTROL
 ED2062  ___________________________________________________________________
 ED2062* NAD 83(2001)-  34 43 50.51249(N)    082 20 41.01589(W)     ADJUSTED  
 ED2062* NAVD 88     -       282.85   (meters)     928.0    (feet)  GPS OBS   
 ED2062  ___________________________________________________________________
 ED2062  X           -     699,061.178 (meters)                     COMP
 ED2062  Y           -  -5,200,942.069 (meters)                     COMP
 ED2062  Z           -   3,613,497.348 (meters)                     COMP
 ED2062  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 ED2062  ELLIP HEIGHT-         251.87  (meters)          (03/13/03) GPS OBS
 ED2062  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED2062
 ED2062  HORZ ORDER  -  FIRST
 ED2062  ELLP ORDER  -  FOURTH    CLASS II
 ED2062
 ED2062.The horizontal coordinates were established by GPS observations
 ED2062.and adjusted by the National Geodetic Survey in March 2003..
 ED2062
 ED2062.The orthometric height was determined by GPS observations and a
 ED2062.high-resolution geoid model using precise GPS observation and
 ED2062.processing techniques.
 ED2062
 ED2062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2062
 ED2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2062
 ED2062.The ellipsoidal height was determined by GPS observations
 ED2062.and is referenced to NAD 83.
 ED2062
 ED2062.The geoid height was determined by GEOID03.
 ED2062
 ED2062;                    North         East     Units Scale Factor Converg.
 ED2062;SPC SC       -   322,121.619   486,449.304   MT  0.99996514   -0 44 43.9
 ED2062;SPC SC       - 1,056,829.46  1,595,962.28   iFT  0.99996514   -0 44 43.9
 ED2062;UTM  17      - 3,844,002.330   376,886.799   MT  0.99978681   -0 45 58.4
 ED2062
 ED2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2062!SPC SC       -   0.99996047  x   0.99996514  =   0.99992561
 ED2062!UTM  17      -   0.99996047  x   0.99978681  =   0.99974728
 ED2062
 ED2062|---------------------------------------------------------------------|
 ED2062| PID    Reference Object                     Distance      Geod. Az  |
 ED2062|                                                           dddmmss.s |
 ED2062| ED2064 23 044 PTA 1                          6.970 METERS 27007     |
 ED2062| ED2063 23 044 PTA 2                          7.744 METERS 33541     |
 ED2062| ED2044 23 044 AZ MK                        APPROX. 0.6 KM 3355017.0 |
 ED2062|---------------------------------------------------------------------|
 ED2062
 ED2062                          SUPERSEDED SURVEY CONTROL
 ED2062
 ED2062  NAD 83(1986)-  34 43 50.52178(N)    082 20 41.01657(W) AD(       ) 1
 ED2062  NAD 83(1995)-  34 43 50.51242(N)    082 20 41.01583(W) AD(       ) 1
 ED2062  ELLIP H (04/18/02)  251.87   (m)                       GP(       ) 4 1
 ED2062  NAD 83(1986)-  34 43 50.52150(N)    082 20 41.01394(W) AD(       ) 2
 ED2062  NAD 27      -  34 43 50.10039(N)    082 20 41.57221(W) AD(       ) 2
 ED2062  NGVD 29 (07/19/86)  282.7    (m)          927.     (f) VERT ANG       
 ED2062
 ED2062.Superseded values are not recommended for survey control.
 ED2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2062.See file dsdata.txt to determine how the superseded data were derived.
 ED2062
 ED2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7688744002(NAD 83)
 ED2062_MARKER: DD = SURVEY DISK
 ED2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2062_STAMPING: HORZ 23 044 1979
 ED2062_MARK LOGO: SCGS  
 ED2062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2062+STABILITY: SURFACE MOTION
 ED2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2062+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 ED2062
 ED2062  HISTORY     - Date     Condition        Report By
 ED2062  HISTORY     - 1979     MONUMENTED       SCGS
 ED2062  HISTORY     - 20000809 GOOD             SCGS
 ED2062
 ED2062                          STATION DESCRIPTION
 ED2062
 ED2062'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2062'THE STATION IS LOCATED 14-1/2 KM SOUTHEAST OF GREENVILLE, 6-1/2 KM
 ED2062'SOUTHEAST OF U.S. HIGHWAY 25 BUSINESS AND U.S. HIGHWAY 25 BYPASS,
 ED2062'3-1/4 KM EAST OF MOONVILLE, ALONG THE WEST SIDE OF FORK SHOALS
 ED2062'ROAD (S-23-146).
 ED2062'
 ED2062'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 ED2062'BUSINESS (AUGUSTA ROAD) AND U.S. HIGHWAY 25
 ED2062'BYPASS (WHITE HORSE ROAD) AT THE SOUTH EDGE OF GREENVILLE.  GO
 ED2062'SOUTH ON HIGHWAY 25 FOR 4.8 KM (3.0 MI) TO A CROSSROAD AND A
 ED2062'TRAFFIC LIGHT.  TURN LEFT AND GO EAST ON ASHMORE BRANCH ROAD
 ED2062'(COUNTY ROAD S-23-331) FOR 1.6 KM (1.0 MI) TO A FORK.  KEEP RIGHT
 ED2062'FORK AND CONTINUE EAST FOR 2.5 KM (1.55 MI) TO THE INTERSECTION
 ED2062'WITH FORK SHOALS ROAD.  TURN RIGHT AND GO SOUTH ON FORK
 ED2062'SHOALS ROAD FOR 0.2 KM (0.1 MI) TO A SIDE ROAD LEFT (BRENTWOOD
 ED2062'CIRCLE) AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 ED2062'SHOALS ROAD FOR 0.5 KM (0.3) MI)TO A SIDE ROAD RIGHT (COUNTY
 ED2062'ROAD S-23-50).  CONTINUE SOUTH ON FORK SHOALS ROAD FOR 0.2 KM
 ED2062'(0.1 MI) TO THE STATION ON THE RIGHT.
 ED2062'
 ED2062'THE STATION IS A STANDARD SCGS DISK
 ED2062'STAMPED---23 044 1979---,
 ED2062'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2062'FLUSH WITH GROUND.  IT IS LOCATED
 ED2062'6.67 METERS SOUTHWEST FROM THE CENTER OF FORK SHOALS ROAD,
 ED2062'1.3 METERS EAST FROM A METAL WITNESS POST AND
 ED2062'1.25 METERS NORTH FROM POWER-POLE NUMBER 56 1/2.
 ED2062'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2062'STAMPED---23 044 HORZ 1979---,
 ED2062'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED2062'
 ED2062'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2062'STAMPED---23 044 AZ MK 1979---,
 ED2062'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2062'FLUSH WITH GROUND.  IT IS LOCATED
 ED2062'12.5 METERS SOUTH FROM THE CENTER OF BRENTWOOD CIRCLE,
 ED2062'7.3 METERS EAST FROM THE CENTER OF FORK SHOALS ROAD AND
 ED2062'4.96 METERS WEST FROM A MULTI-TRUNKED TREE.
 ED2062'
 ED2062'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2062'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2062
 ED2062                          STATION RECOVERY (2000)
 ED2062
 ED2062'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2062'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTHWEST OF MAULDIN, 8.9 MILES
 ED2062'(14.3 KM) SOUTH SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED2062'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2062'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 ED2062'25 BUSINESS (AUGUSTA ROAD) AND 25 BYPASS (WHITE HORSE ROAD) AT THE
 ED2062'SOUTH EDGE OF GREENVILLE, GO SOUTH ON HIGHWAY 25 FOR 3.1 MILES (5.0
 ED2062'KM) TO THE JUNCTION OF STATE ROADS 331 (ASHMORE BRANCH ROAD) LEFT AND
 ED2062'223 RIGHT, TURN LEFT ON ROAD 331 FOR 0.95 MILE (1.53 KM) TO THE
 ED2062'JUNCTION OF STATE ROAD 448 (ASHMORE BRIDGE ROAD) , CONTINUE ON ROAD
 ED2062'331 (ANTIOCH CHURCH ROAD) FOR 1.5 MILES (2.4 KM) TO THE JUNCTION OF
 ED2062'STATE ROAD 50 (FORK SHOALS ROAD) , TURN RIGHT ON ROAD 50 FOR 0.05 MILE
 ED2062'(0.08 KM) TO THE JUNCTION OF STATE ROAD 98 (BRENTWOOD CIRCLE) ,
 ED2062'CONTINUE ON ROAD 50 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT
 ED2062'NEAR A POWER POLE AT THE CORNER OF A WIRE FENCE LINE.  STATION IS A
 ED2062'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 4.5 FEET
 ED2062'(1.4 M) NORTH OF THE POWER POLE 40T/56 1/2, 22.5 FEET (6.9 M) WEST
 ED2062'SOUTHWEST OF THE CENTER OF THE ROAD, 4.4 FEET (1.3 M) EAST SOUTHEAST
 ED2062'OF THE WOODEN FENCE CORNER POST, 69.5 FEET (21.2 M) NORTH NORTHWEST OF
 ED2062'A POWER POLE NUMBER 57, 4.2 FEET (1.3 M) EAST NORTHEAST OF A WITNESS
 ED2062'POST.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2044 ***********************************************************************
 ED2044  DESIGNATION -  23 044 AZ MK
 ED2044  PID         -  ED2044
 ED2044  STATE/COUNTY-  SC/GREENVILLE
 ED2044  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2044
 ED2044                         *CURRENT SURVEY CONTROL
 ED2044  ___________________________________________________________________
 ED2044* NAD 83(2001)-  34 44 09.70072(N)    082 20 51.44351(W)     ADJUSTED  
 ED2044* NAVD 88     -       277.9    (meters)     912.     (feet)  VERTCON   
 ED2044  ___________________________________________________________________
 ED2044  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 ED2044  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED2044
 ED2044  HORZ ORDER  -  SECOND
 ED2044
 ED2044.The horizontal coordinates were established by classical geodetic methods
 ED2044.and adjusted by the National Geodetic Survey in March 2004..
 ED2044
 ED2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2044
 ED2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2044
 ED2044.The geoid height was determined by GEOID03.
 ED2044
 ED2044;                    North         East     Units Scale Factor Converg.
 ED2044;SPC SC       -   322,716.298   486,191.760   MT  0.99996687   -0 44 49.6
 ED2044;SPC SC       - 1,058,780.51  1,595,117.32   iFT  0.99996687   -0 44 49.6
 ED2044;UTM  17      - 3,844,596.996   376,629.517   MT  0.99978759   -0 46 04.7
 ED2044
 ED2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2044!SPC SC       -   0.99996124  x   0.99996687  =   0.99992812
 ED2044!UTM  17      -   0.99996124  x   0.99978759  =   0.99974884
 ED2044
 ED2044                          SUPERSEDED SURVEY CONTROL
 ED2044
 ED2044  NAD 83(1986)-  34 44 09.70977(N)    082 20 51.44153(W) AD(       ) 2
 ED2044  NAD 27      -  34 44 09.28907(N)    082 20 51.99961(W) AD(       ) 2
 ED2044  NGVD 29 (07/19/86)  278.0    (m)          912.     (f) VERT ANG       
 ED2044
 ED2044.Superseded values are not recommended for survey control.
 ED2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2044.See file dsdata.txt to determine how the superseded data were derived.
 ED2044
 ED2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7663044597(NAD 83)
 ED2044_MARKER: DD = SURVEY DISK
 ED2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2044_STAMPING: AZ MK 23 044 1979
 ED2044_MARK LOGO: SCGS  
 ED2044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2044+STABILITY: SURFACE MOTION
 ED2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2044+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2001
 ED2044
 ED2044  HISTORY     - Date     Condition        Report By
 ED2044  HISTORY     - 1979     MONUMENTED       SCGS
 ED2044  HISTORY     - 20010110 GOOD             SCGS
 ED2044
 ED2044                          STATION DESCRIPTION
 ED2044
 ED2044'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2044'THE STATION IS LOCATED 14 KM SOUTHEAST OF GREENVILLE, 6 KM
 ED2044'SOUTHEAST OF OF U.S. HIGHWAY 25 BUSINESS AND U.S. HIGHWAY 25
 ED2044'BYPASS, 3-1/4 KM EAST OF MOONVILLE, ALONG THE EAST SIDE OF FORK
 ED2044'SHOALS ROAD, IN THE SOUTHEAST ANGLE FORMED BY THE
 ED2044'INTERSECTION OF BRENTWOOD CIRCLE AND FORK SHOALS ROAD.
 ED2044'
 ED2044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 ED2044'BUSINESS AND U.S. HIGHWAY 25 BYPASS AT THE SOUTH EDGE OF
 ED2044'GREENVILLE.  GO SOUTH ON HIGHWAY 25 FOR 4.8 KM (3.0 MI) TO A
 ED2044'CROSSROAD AND A TRAFFIC LIGHT.  TURN LEFT AND GO EAST ON ASHMORE
 ED2044'BRANCH (COUNTY ROAD S-23-331) FOR 1.6 KM (1.0 MI) TO A FORK.  KEEP
 ED2044'RIGHT AND CONTINUE EAST FOR 2.5 KM (1.55 MI) TO THE
 ED2044'INTERSECTION OF FORK SHOALS ROAD.  TURN RIGHT AND GO SOUTH ON
 ED2044'FORK SHOALS ROAD FOR 0.2 KM (0.1 MI) TO A SIDE ROAD LEFT
 ED2044'(BRENTWOOD CIRCLE) AND THE STATION ON THE LEFT IN THE SOUTHEAST
 ED2044'ANGLE FORMED BY THE INTERSECTION.
 ED2044'
 ED2044'THE STATION IS A STANDARD SCGS DISK
 ED2044'STAMPED---23 044 AZ MK 1979---,
 ED2044'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2044'FLUSH WITH GROUND.  IT IS LOCATED
 ED2044'12.5 METERS SOUTH FROM THE CENTER OF BRENTWOOD CIRCLE,
 ED2044'7.3 METERS EAST FROM THE CENTER OF FORK SHOALS ROAD AND
 ED2044'4.96 METERS WEST FROM A MULTI-TRUNKED TREE.
 ED2044'
 ED2044'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2044'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2044
 ED2044                          STATION RECOVERY (2001)
 ED2044
 ED2044'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2044'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTHWEST OF MAULDIN, 8.4 MILES
 ED2044'(13.5 KM) SOUTH SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED2044'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2044'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 ED2044'25 BUSINESS (AUGUSTA ROAD) AND 25 BYPASS (WHITE HORSE ROAD) , 5.8
 ED2044'MILES (9.3 KM) SOUTH OF GREENVILLE, GO SOUTHWEST ON HIGHWAY 25
 ED2044'BUSINESS FOR 3.1 MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD 331
 ED2044'(ASHMORE BRIDGE) LEFT AND STATE ROAD 223 RIGHT, TURN LEFT ON ROAD 331
 ED2044'FOR 0.95 MILE (1.53 KM) TO THE JUNCTION OF STATE ROAD 448 (ASHMORE
 ED2044'BRIDGE ROAD) LEFT AND 331 AHEAD (ANTIOCH CHURCH ROAD) , CONTINUE AHEAD
 ED2044'ON ROAD 331 FOR 1.5 MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD 50
 ED2044'(FORK SHOALS ROAD) , TURN RIGHT ON ROAD 50 FOR 0.05 MILE (0.08 KM) TO
 ED2044'THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF BRENTWOOD CIRCLE.
 ED2044'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 ED2044'CM) ABOVE THE ROADS, 16.3 FEET (5.0 M) WEST OF A 2.1-FOOT
 ED2044'MULTI-TRUNKED ELM TREE, 25.0 FEET (7.6 M) EAST NORTHEAST OF THE CENTER
 ED2044'OF ROAD 50, 38.4 FEET (11.7 M) SOUTH SOUTHEAST OF THE CENTER OF
 ED2044'BRENTWOOD CIRCLE, 65.8 FEET (20.1 M) SOUTHWEST OF THE WEST END OF A
 ED2044'1.5-FOOT CONCRETE PIPE CULVERT BENEATH A GRAVEL DRIVEWAY LEADING TO
 ED2044'MOBILE HOME NUMBER 1801.  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 ED2044'STATION 23 044.  RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2112 ***********************************************************************
 ED2112  DESIGNATION -  23 045
 ED2112  PID         -  ED2112
 ED2112  STATE/COUNTY-  SC/GREENVILLE
 ED2112  USGS QUAD   -  PELZER (1983)
 ED2112
 ED2112                         *CURRENT SURVEY CONTROL
 ED2112  ___________________________________________________________________
 ED2112* NAD 83(2001)-  34 42 51.28088(N)    082 22 44.97423(W)     ADJUSTED  
 ED2112* NAVD 88     -       279.082  (meters)     915.62   (feet)  ADJUSTED  
 ED2112  ___________________________________________________________________
 ED2112  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 ED2112  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 ED2112  DYNAMIC HT  -         278.798 (meters)     914.69  (feet)  COMP
 ED2112  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 ED2112
 ED2112  HORZ ORDER  -  SECOND
 ED2112  VERT ORDER  -  FIRST     CLASS II
 ED2112
 ED2112.The horizontal coordinates were established by classical geodetic methods
 ED2112.and adjusted by the National Geodetic Survey in March 2004..
 ED2112
 ED2112.The orthometric height was determined by differential leveling
 ED2112.and adjusted by the National Geodetic Survey in August 1993..
 ED2112
 ED2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2112
 ED2112.The geoid height was determined by GEOID03.
 ED2112
 ED2112.The dynamic height is computed by dividing the NAVD 88
 ED2112.geopotential number by the normal gravity value computed on the
 ED2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2112.degrees latitude (g = 980.6199 gals.).
 ED2112
 ED2112.The modeled gravity was interpolated from observed gravity values.
 ED2112
 ED2112;                    North         East     Units Scale Factor Converg.
 ED2112;SPC SC       -   320,338.159   483,271.754   MT  0.99995985   -0 45 52.6
 ED2112;SPC SC       - 1,050,978.21  1,585,537.25   iFT  0.99995985   -0 45 52.6
 ED2112;UTM  17      - 3,842,220.328   373,709.145   MT  0.99979658   -0 47 07.8
 ED2112
 ED2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2112!SPC SC       -   0.99996105  x   0.99995985  =   0.99992090
 ED2112!UTM  17      -   0.99996105  x   0.99979658  =   0.99975764
 ED2112
 ED2112:                Primary Azimuth Mark                     Grid Az
 ED2112:SPC SC       -  23 045 AZ MK                             296 07 55.8
 ED2112:UTM  17      -  23 045 AZ MK                             296 09 11.0
 ED2112
 ED2112|---------------------------------------------------------------------|
 ED2112| PID    Reference Object                     Distance      Geod. Az  |
 ED2112|                                                           dddmmss.s |
 ED2112| ED2114 23 045 AZ MK                        APPROX. 0.6 KM 2952203.2 |
 ED2112|---------------------------------------------------------------------|
 ED2112
 ED2112                          SUPERSEDED SURVEY CONTROL
 ED2112
 ED2112  NAD 83(1986)-  34 42 51.29022(N)    082 22 44.97299(W) AD(       ) 2
 ED2112  NAD 27      -  34 42 50.86725(N)    082 22 45.52730(W) AD(       ) 2
 ED2112  NGVD 29 (12/12/91)  279.177  (m)          915.93   (f) ADJUSTED    1 2
 ED2112
 ED2112.Superseded values are not recommended for survey control.
 ED2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2112.See file dsdata.txt to determine how the superseded data were derived.
 ED2112
 ED2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7370942220(NAD 83)
 ED2112_MARKER: DD = SURVEY DISK
 ED2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2112_SP_SET: CONCRETE POST
 ED2112_STAMPING: HORZ 23 045 1979
 ED2112_MARK LOGO: SCGS  
 ED2112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2112+STABILITY: SURFACE MOTION
 ED2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2112+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED2112
 ED2112  HISTORY     - Date     Condition        Report By
 ED2112  HISTORY     - 1979     MONUMENTED       SCGS
 ED2112  HISTORY     - 1979     GOOD             SCGS
 ED2112  HISTORY     - 19911009 GOOD             SCGS
 ED2112  HISTORY     - 19921209 GOOD             SCGS
 ED2112  HISTORY     - 20000711 GOOD             SCGS
 ED2112
 ED2112                          STATION DESCRIPTION
 ED2112
 ED2112'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2112'THE STATION IS LOCATED 14 KM SOUTH OF DOWNTOWN GREENVILLE,
 ED2112'9-1/4 KM SOUTHWEST OF MAULDIN, 10 KM WEST OF SIMPSONVILLE, ON THE
 ED2112'EAST SIDE OF MOONVILLE AND ALONG THE SOUTH SIDE OF BLAKELY ROAD.
 ED2112'
 ED2112'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BYPASS
 ED2112'AND U.S. HIGHWAY 25 BUSINESS ON THE SOUTH SIDE OF GREENVILLE.
 ED2112'GO SOUTH ON U.S. HIGHWAY 25 FOR 4.5 KM (2.8 MI) TO STATION MOON
 ED2112'ON THE LEFT.  CONTINUE AHEAD FOR 1.4 KM (0.9 MI) TO COUNTY ROAD
 ED2112'316 (BLAKELY ROAD).  TURN LEFT AND GO EASTERLY FOR 0.2 KM
 ED2112'(0.15 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ED2112'AHEAD FOR 0.4 KM (0.25 MI) TO A FORK.  TAKE LEFT FORK (MAIN ROAD)
 ED2112'FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 ED2112'
 ED2112'THE STATION IS A STANDARD SCGS DISK
 ED2112'STAMPED---HORZ 23 045 1979---,
 ED2112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2112'FLUSH WITH GROUND.  IT IS LOCATED
 ED2112'16.52 METERS EAST FROM A UTILITY POLE,
 ED2112'9.1 METERS NORTH FROM A WOVEN WIRE FENCE,
 ED2112'6.4 METERS SOUTH FROM THE CENTER LINE OF BLAKELY ROAD AND
 ED2112'1.4 METERS NORTH FROM A METAL WITNESS POST.
 ED2112'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2112'STAMPED---HORZ 23 045 1979---,
 ED2112'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED2112'
 ED2112'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2112'STAMPED---AZ MK 23 045 1979---,
 ED2112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2112'FLUSH WITH GROUND.  IT IS LOCATED
 ED2112'9.5 METERS NORTHWEST FROM A DIRT DRIVEWAY,
 ED2112'6.4 METERS SOUTHWEST FROM THE CENTER LINE OF BLAKELY ROAD,
 ED2112'4.1 METERS NORTHEAST FROM A 30 CM CEDAR TREE AND
 ED2112'1.65 METERS SOUTHEAST FROM A METAL WITNESS POST.
 ED2112'
 ED2112'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2112'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2112
 ED2112                          STATION RECOVERY (1979)
 ED2112
 ED2112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2112'RECOVERED IN GOOD CONDITION.
 ED2112
 ED2112                          STATION RECOVERY (1991)
 ED2112
 ED2112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2112'STATION IS LOCATED 6.0 MILES NORTH OF WARE PLACE, 8.3 MILES SOUTH OF
 ED2112'GREENVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED2112'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 ED2112'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 BUSINESS (AUGUSTA
 ED2112'ROAD), 25 BYPASS (WHITE HORSE ROAD) AND STATE ROAD 18, 5.5 MILES
 ED2112'SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 25 FOR 3.05 MILES
 ED2112'TO THE JUNCTION OF STATE ROADS 223 (OLD GROVE ROAD) AND 331 (ANTIOCH
 ED2112'CHURCH ROAD), CONTINUE ON HIGHWAY 25 FOR 0.7 MILE TO THE JUNCTION OF
 ED2112'EMILY LANE RIGHT AND BLAKELY ROAD LEFT, TURN LEFT ON BLAKELY ROAD FOR
 ED2112'0.4 MILE TO THE JUNCTION OF CARR ROAD RIGHT, CONTINUE ON BLAKELY ROAD
 ED2112'FOR 0.1 MILE TO THE STATION ON THE RIGHT.  STATION IS A CONCRETE POST
 ED2112'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 20.2 FEET SOUTH
 ED2112'SOUTHWEST OF THE CENTER OF THE ROAD, 54.8 FEET EAST SOUTHEAST OF A
 ED2112'POWER POLE WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED,
 ED2112'142.3 FEET WEST OF AN 18-INCH LIVE OAK TREE NEAR A DRIVEWAY TO A
 ED2112'WOODEN HOUSE NUMBER 240, 4.9 FEET NORTH NORTHEAST OF A WITNESS POST.
 ED2112'RECOVERED BY T. HALL.
 ED2112
 ED2112                          STATION RECOVERY (1992)
 ED2112
 ED2112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2112'RECOVERED AS DESCRIBED.
 ED2112
 ED2112                          STATION RECOVERY (2000)
 ED2112
 ED2112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2112'STATION IS LOCATED 4.7 MILES (7.6 KM) EAST NORTHEAST OF PIEDMONT, 9.5
 ED2112'MILES (15.3 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2112'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2112'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2112'25, STATE HIGHWAY 291 (AUGUSTA ROAD) AND STATE ROAD 18 (PECAN TERRACE)
 ED2112', 5.7 MILES (9.2 KM) SOUTH OF GREENVILLE, GO SOUTHWEST ON HIGHWAY 25
 ED2112'FOR 3.05 MILES (4.91 KM) TO THE JUNCTION OF STATE ROADS 223 AND 331
 ED2112'(ASHMORE BRIDGE ROAD) , CONTINUE ON HIGHWAY 25 FOR 0.65 MILE (1.05 KM)
 ED2112'TO THE JUNCTION OF EMILY LANE RIGHT, AND BLAKELY ROAD LEFT, TURN LEFT
 ED2112'ON BLAKELY ROAD FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF CARR ROAD
 ED2112'RIGHT, CONTINUE ON BLAKELY ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION
 ED2112'ON THE RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED2112'LEVEL WITH THE ROAD, 20.1 FEET (6.1 M) SOUTH SOUTHWEST OF THE CENTER
 ED2112'OF THE ROAD, 54.9 FEET (16.7 M) EAST SOUTHEAST OF A POWER POLE WITH
 ED2112'TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED, 142.2 FEET (43.3
 ED2112'M) WEST OF A 2.0-FOOT LIVE OAK TREE NEAR A DRIVEWAY LEADING TO WOODEN
 ED2112'HOUSE NUMBER 240, 4.9 FEET (1.5 M) NORTH NORTHEAST OF A WITNESS POST.
 ED2112'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 045 AZ MK.
 ED2112'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2114 ***********************************************************************
 ED2114  DESIGNATION -  23 045 AZ MK
 ED2114  PID         -  ED2114
 ED2114  STATE/COUNTY-  SC/GREENVILLE
 ED2114  USGS QUAD   -  PELZER (1983)
 ED2114
 ED2114                         *CURRENT SURVEY CONTROL
 ED2114  ___________________________________________________________________
 ED2114* NAD 83(2001)-  34 42 59.84084(N)    082 23 06.83964(W)     ADJUSTED  
 ED2114* NAVD 88     -       286.224  (meters)     939.05   (feet)  ADJUSTED  
 ED2114  ___________________________________________________________________
 ED2114  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 ED2114  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 ED2114  DYNAMIC HT  -         285.933 (meters)     938.10  (feet)  COMP
 ED2114  MODELED GRAV-     979,611.1   (mgal)                       NAVD 88
 ED2114
 ED2114  HORZ ORDER  -  SECOND
 ED2114  VERT ORDER  -  FIRST     CLASS II
 ED2114
 ED2114.The horizontal coordinates were established by classical geodetic methods
 ED2114.and adjusted by the National Geodetic Survey in March 2004..
 ED2114
 ED2114.The orthometric height was determined by differential leveling
 ED2114.and adjusted by the National Geodetic Survey in August 1993..
 ED2114
 ED2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2114
 ED2114.The geoid height was determined by GEOID03.
 ED2114
 ED2114.The dynamic height is computed by dividing the NAVD 88
 ED2114.geopotential number by the normal gravity value computed on the
 ED2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2114.degrees latitude (g = 980.6199 gals.).
 ED2114
 ED2114.The modeled gravity was interpolated from observed gravity values.
 ED2114
 ED2114;                    North         East     Units Scale Factor Converg.
 ED2114;SPC SC       -   320,609.344   482,718.982   MT  0.99996061   -0 46 04.7
 ED2114;SPC SC       - 1,051,867.93  1,583,723.69   iFT  0.99996061   -0 46 04.7
 ED2114;UTM  17      - 3,842,491.671   373,156.562   MT  0.99979831   -0 47 20.5
 ED2114
 ED2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2114!SPC SC       -   0.99995993  x   0.99996061  =   0.99992054
 ED2114!UTM  17      -   0.99995993  x   0.99979831  =   0.99975825
 ED2114
 ED2114                          SUPERSEDED SURVEY CONTROL
 ED2114
 ED2114  NAD 83(1986)-  34 42 59.85011(N)    082 23 06.83840(W) AD(       ) 2
 ED2114  NAD 27      -  34 42 59.42724(N)    082 23 07.39212(W) AD(       ) 2
 ED2114  NGVD 29 (12/12/91)  286.318  (m)          939.36   (f) ADJUSTED    1 2
 ED2114
 ED2114.Superseded values are not recommended for survey control.
 ED2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2114.See file dsdata.txt to determine how the superseded data were derived.
 ED2114
 ED2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7315742492(NAD 83)
 ED2114_MARKER: DD = SURVEY DISK
 ED2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2114_SP_SET: CONCRETE POST
 ED2114_STAMPING: AZ MK 23 045 1979
 ED2114_MARK LOGO: SCGS  
 ED2114_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2114+STABILITY: SURFACE MOTION
 ED2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2114+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED2114
 ED2114  HISTORY     - Date     Condition        Report By
 ED2114  HISTORY     - 1979     MONUMENTED       SCGS
 ED2114  HISTORY     - 1979     GOOD             SCGS
 ED2114  HISTORY     - 19911009 GOOD             SCGS
 ED2114  HISTORY     - 19921209 GOOD             SCGS
 ED2114  HISTORY     - 20000711 GOOD             SCGS
 ED2114
 ED2114                          STATION DESCRIPTION
 ED2114
 ED2114'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2114'THE STATION IS LOCATED 14 KM SOUTH OF DOWNTOWN GREENVILLE, 11 KM
 ED2114'WEST OF SIMPSONVILLE, 9-1/4 KM SOUTHWEST OF MAULDIN, IN MOONVILLE
 ED2114'AND ALONG THE SOUTHWESTERN SIDE OF BLAKELY ROAD.
 ED2114'
 ED2114'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BYPASS
 ED2114'AND U.S. HIGHWAY 25 BUSINESS ON THE SOUTH SIDE OF GREENVILLE.
 ED2114'GO SOUTH ON U.S. HIGHWAY 25 FOR 4.5 KM (2.8 MI) TO TRIANGULATION
 ED2114'STATION MOON ON THE LEFT.  CONTINUE AHEAD FOR 1.5 KM
 ED2114'(0.9 MI) TO COUNTY ROAD 316 (BLAKELY ROAD).  TURN LEFT AND GO
 ED2114'EASTERLY FOR 0.2 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 ED2114'
 ED2114'THE STATION IS A STANDARD SCGS DISK
 ED2114'STAMPED---AZ MK 23 045 1979---,
 ED2114'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2114'FLUSH WITH GROUND.  IT IS LOCATED
 ED2114'9.45 METERS NORTHWEST FROM A DIRT DRIVEWAY,
 ED2114'6.4 METERS SOUTHWEST FROM THE CENTER LINE OF BLAKELY ROAD,
 ED2114'4.15 METERS NORTHEAST FROM A 30 CM CEDAR TREE AND
 ED2114'1.65 METERS SOUTHEAST FROM A METAL WITNESS POST.
 ED2114'
 ED2114'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2114'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2114
 ED2114                          STATION RECOVERY (1979)
 ED2114
 ED2114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2114'RECOVERED IN GOOD CONDITION.
 ED2114
 ED2114                          STATION RECOVERY (1991)
 ED2114
 ED2114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2114'STATION IS LOCATED 6.1 MILES NORTH OF WARE PLACE, 8.2 MILES SOUTH OF
 ED2114'GREENVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED2114'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 ED2114'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 BUSINESS (AUGUSTA
 ED2114'ROAD), 25 BYPASS (WHITE HORSE ROAD) AND STATE ROAD 18, 5.5 MILES
 ED2114'SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 25 FOR 3.05 MILES
 ED2114'TO THE JUNCTION OF STATE ROADS 223 (OLD GROVE ROAD) AND 331 (ANTIOCH
 ED2114'CHURCH ROAD), CONTINUE ON HIGHWAY 25 FOR 0.7 MILE TO THE JUNCTION OF
 ED2114'EMILY LANE RIGHT AND BLAKELY ROAD LEFT, TURN LEFT ON BLAKELY ROAD FOR
 ED2114'0.15 MILE TO A DRIVEWAY RIGHT LEADING TO A BRICK HOUSE AND THE
 ED2114'STATION IN THE SOUTH ANGLE.  STATION IS A CONCRETE POST FLUSH WITH
 ED2114'THE GROUND AND LEVEL WITH THE ROAD, 21.6 FEET SOUTH SOUTHWEST OF THE
 ED2114'CENTER OF THE ROAD, 26.3 FEET EAST SOUTHEAST OF THE CENTER OF THE
 ED2114'DRIVEWAY, 13.9 FEET NORTHEAST OF A 16-INCH CEDAR TREE, 75.8 FEET
 ED2114'NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK HOUSE, 68.0 FEET NORTH
 ED2114'OF A POWER POLE WITH A TRANSFORMER AND A STREET LAMP, 6.1 FEET EAST
 ED2114'SOUTHEAST OF A WITNESS POST.  RECOVERED BY T. HALL.
 ED2114
 ED2114                          STATION RECOVERY (1992)
 ED2114
 ED2114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2114'STATION IS LOCATED 6.1 MILES (9.8 KM) NORTH OF WARE PLACE, 8.2 MILES
 ED2114'(13.2 KM) SOUTH OF GREENVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2114'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2114'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 BUSINESS
 ED2114'(AUGUSTA ROAD), 25 BYPASS (WHITE HORSE ROAD) AND STATE ROAD 18, 5.5
 ED2114'MILES (8.9 KM) SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 25
 ED2114'FOR 3.05 MILES (4.91 KM) TO THE JUNCTION OF STATE ROADS 223 (OLD GROVE
 ED2114'ROAD) AND 331 (ANTIOCH CHURCH ROAD), CONTINUE ON HIGHWAY 25 FOR 0.7
 ED2114'MILE (1.1 KM) TO THE JUNCTION OF EMILY LANE RIGHT AND BLAKELY ROAD
 ED2114'LEFT, TURN LEFT ON BLAKELY ROAD FOR 0.15 MILE (0.24 KM) TO A DRIVEWAY
 ED2114'RIGHT LEADING TO A BRICK HOUSE AND THE STATION IN THE SOUTH ANGLE.
 ED2114'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2114'ROAD, 21.6 FEET (6.6 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD,
 ED2114'26.3 FEET (8.0 M) EAST SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 13.9
 ED2114'FEET (4.2 M) NORTHEAST OF A 16-INCH CEDAR TREE, 75.8 FEET (23.1 M)
 ED2114'NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK HOUSE, 68.0 FEET (20.7
 ED2114'M) NORTH OF A POWER POLE WITH A TRANSFORMER AND A STREET LAMP, 5.2
 ED2114'FEET (1.6 M) EAST SOUTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
 ED2114
 ED2114                          STATION RECOVERY (2000)
 ED2114
 ED2114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2114'STATION IS LOCATED 4.5 MILES (7.2 KM) EAST NORTHEAST OF PIEDMONT, 9.4
 ED2114'MILES (15.1 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2114'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2114'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2114'25 AND STATE HIGHWAY 291 (AUGUSTA ROAD) AND STATE ROAD 18 (PECAN
 ED2114'TERRACE) , 5.7 MILES (9.2 KM) SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST
 ED2114'ON HIGHWAY 25 FOR 3.05 MILES (4.91 KM) TO THE JUNCTION OF STATE ROADS
 ED2114'223 AND 331 (ASHMORE BRIDGE ROAD) , CONTINUE ON HIGHWAY 25 FOR 0.65
 ED2114'MILE (1.05 KM) TO THE JUNCTION OF EMILY LANE RIGHT AND BLAKELY ROAD
 ED2114'LEFT, TURN LEFT ON BLAKELY ROAD FOR 0.15 MILE (0.24 KM) TO THE STATION
 ED2114'ON THE RIGHT IN THE SOUTH ANGLE OF A DRIVEWAY LEADING TO BRICK HOUSE
 ED2114'NUMBER 20.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 ED2114'WITH THE ROAD, 21.9 FEET (6.7 M) SOUTHWEST OF THE CENTER OF THE ROAD,
 ED2114'24.4 FEET (7.4 M) SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 13.9 FEET
 ED2114'(4.2 M) NORTHEAST OF A 1.3-FOOT CEDAR TREE, 68.1 FEET (20.8 M) NORTH
 ED2114'OF A POWER POLE WITH A SECURITY LIGHT AND A TRANSFORMER ATTACHED, 74.6
 ED2114'FEET (22.7 M) NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 5.4 FEET
 ED2114'(1.6 M) EAST SOUTHEAST OF A WITNESS POST.  NOTE-STATION IS
 ED2114'INTERVISIBLE WITH SURVEY STATION 23 045. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2203 ***********************************************************************
 ED2203  DESIGNATION -  23 046
 ED2203  PID         -  ED2203
 ED2203  STATE/COUNTY-  SC/GREENVILLE
 ED2203  USGS QUAD   -  GREENVILLE (1983)
 ED2203
 ED2203                         *CURRENT SURVEY CONTROL
 ED2203  ___________________________________________________________________
 ED2203* NAD 83(2001)-  34 45 25.06319(N)    082 22 51.08652(W)     ADJUSTED  
 ED2203* NAVD 88     -       295.167  (meters)     968.39   (feet)  ADJUSTED  
 ED2203  ___________________________________________________________________
 ED2203  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ED2203  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED2203  DYNAMIC HT  -         294.867 (meters)     967.41  (feet)  COMP
 ED2203  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 ED2203
 ED2203  HORZ ORDER  -  SECOND
 ED2203  VERT ORDER  -  FIRST     CLASS II
 ED2203
 ED2203.This mark is at Donaldson Center Airport (7A1)
 ED2203
 ED2203.The horizontal coordinates were established by classical geodetic methods
 ED2203.and adjusted by the National Geodetic Survey in March 2004..
 ED2203
 ED2203.The orthometric height was determined by differential leveling
 ED2203.and adjusted by the National Geodetic Survey in August 1993..
 ED2203
 ED2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2203
 ED2203.The geoid height was determined by GEOID03.
 ED2203
 ED2203.The dynamic height is computed by dividing the NAVD 88
 ED2203.geopotential number by the normal gravity value computed on the
 ED2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2203.degrees latitude (g = 980.6199 gals.).
 ED2203
 ED2203.The modeled gravity was interpolated from observed gravity values.
 ED2203
 ED2203;                    North         East     Units Scale Factor Converg.
 ED2203;SPC SC       -   325,078.532   483,179.557   MT  0.99997375   -0 45 56.0
 ED2203;SPC SC       - 1,066,530.62  1,585,234.77   iFT  0.99997375   -0 45 56.0
 ED2203;UTM  17      - 3,846,959.929   373,618.729   MT  0.99979686   -0 47 14.4
 ED2203
 ED2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2203!SPC SC       -   0.99995854  x   0.99997375  =   0.99993229
 ED2203!UTM  17      -   0.99995854  x   0.99979686  =   0.99975541
 ED2203
 ED2203:                Primary Azimuth Mark                     Grid Az
 ED2203:SPC SC       -  GREENVILLE DON CTR CTRL TWR              125 50 47.4
 ED2203:UTM  17      -  GREENVILLE DON CTR CTRL TWR              125 52 05.8
 ED2203
 ED2203|---------------------------------------------------------------------|
 ED2203| PID    Reference Object                     Distance      Geod. Az  |
 ED2203|                                                           dddmmss.s |
 ED2203| ED2202 GREENVILLE DON CTR CTRL TWR         APPROX. 0.7 KM 1250451.4 |
 ED2203| ED2047 23 047                              APPROX. 2.3 KM 1341502.8 |
 ED2203|---------------------------------------------------------------------|
 ED2203
 ED2203                          SUPERSEDED SURVEY CONTROL
 ED2203
 ED2203  NAD 83(1986)-  34 45 25.07288(N)    082 22 51.08563(W) AD(       ) 2
 ED2203  NAD 27      -  34 45 24.65280(N)    082 22 51.64087(W) AD(       ) 2
 ED2203  NGVD 29 (12/12/91)  295.261  (m)          968.70   (f) ADJUSTED    1 2
 ED2203
 ED2203.Superseded values are not recommended for survey control.
 ED2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2203.See file dsdata.txt to determine how the superseded data were derived.
 ED2203
 ED2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7361946960(NAD 83)
 ED2203_MARKER: DD = SURVEY DISK
 ED2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2203_SP_SET: CONCRETE POST
 ED2203_STAMPING: HORZ 23 046 1979
 ED2203_MARK LOGO: SCGS  
 ED2203_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2203+STABILITY: SURFACE MOTION
 ED2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2203+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 ED2203
 ED2203  HISTORY     - Date     Condition        Report By
 ED2203  HISTORY     - 1979     MONUMENTED       SCGS
 ED2203  HISTORY     - 1979     GOOD             SCGS
 ED2203  HISTORY     - 19870309 GOOD             NGS
 ED2203  HISTORY     - 19911009 GOOD             SCGS
 ED2203  HISTORY     - 19960319 GOOD             SCGS
 ED2203  HISTORY     - 20000711 GOOD             SCGS
 ED2203  HISTORY     - 20051013 GOOD             FRELAN
 ED2203
 ED2203                          STATION DESCRIPTION
 ED2203
 ED2203'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2203'THE STATION IS LOCATED ABOUT 10-1/2 KM SOUTH FROM DOWNTOWN
 ED2203'GREENVILLE, ON DONALDSON CENTER, WEST OF THE RUNWAYS, ABOUT
 ED2203'305 METERS EAST OF THE MAIN ENTRANCE AND BETWEEN BUILDINGS
 ED2203'69 AND 65.
 ED2203'
 ED2203'TO REACH THE STATION FROM THE MAIN ENTRANCE TO DONALDSON CENTER
 ED2203'ON OLD AUGUSTA ROAD.  GO EAST ON EXCHANGE STREET FOR 0.2 KM
 ED2203'(0.1 MI) TO THE JUNCTION OF PERIMETER ROAD.  CONTINUE STRAIGHT
 ED2203'AHEAD FOR 0.2 KM (0.1 MI) ON (OPERATIONS COURT ROAD), BEARING
 ED2203'TO THE LEFT OF THE ADMINISTRATION OFFICES OF CHEMICAL ENTERPRISES
 ED2203'TO A T-JUNCTION OF A ONE LANE ROAD.  TURN LEFT AND GO ABOUT 30
 ED2203'METERS (100 FEET) TO A YELLOW FIRE HYDRANT, NUMBER 14, AND THE
 ED2203'STATION ON THE LEFT.
 ED2203'
 ED2203'THE STATION IS A STANDARD SCGS DISK
 ED2203'STAMPED---HORZ 23 046 1979---,
 ED2203'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2203'FLUSH WITH GROUND.  IT IS LOCATED
 ED2203'6.4 METERS NORTHWEST FROM THE CENTERLINE OF A PAVED ROAD,
 ED2203'2.0 METERS EAST FROM A FIRE HYDRANT AND
 ED2203'1.8 METERS SOUTHWEST FROM A METAL WITNESS POST.
 ED2203'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2203'STAMPED---HORZ 23 046 1979---,
 ED2203'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2203'
 ED2203'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2203'NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
 ED2203'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2203
 ED2203                          STATION RECOVERY (1979)
 ED2203
 ED2203'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2203'RECOVERED IN GOOD CONDITION.
 ED2203
 ED2203                          STATION RECOVERY (1987)
 ED2203
 ED2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 ED2203'LOCATED NORTH OF RUNWAY 4-22 AND THE NORTH PARALLEL TAXIWAY JUST EAST
 ED2203'OF THE ADMINISTRATIVE OFFICE OF CRUCIBLE CHEMICAL COMPANY AND AT THE
 ED2203'EAST EDGE OF THE TREES EAST OF THE BUILDING.  IT IS 27.5 FT (8.4 M)
 ED2203'SOUTH OF THE CENTER OF A SEWER MANHOLE COVER, 12.0 FT (3.7 M)
 ED2203'NORTH-NORTHWEST OF THE NORTH EDGE OF THE TAXIWAY, 6.8 FT (2.1 M) NORTH
 ED2203'OF A FIRE HYDRANT AND 5.8 FT (1.8 M) SOUTHEAST OF A WITNESS SIGN.  A
 ED2203'STANDARD SCGS DISK STAMPED---HORZ 23 046 1979---, SET IN THE TOP OF A
 ED2203'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.  NGS UNADJUSTED
 ED2203'POSITION G-16286.
 ED2203
 ED2203                          STATION RECOVERY (1991)
 ED2203
 ED2203'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2203'STATION IS LOCATED 6.45 MILES SOUTH OF GREENVILLE.
 ED2203'OWNERSHIP--DONALDSON CENTER INDUSTRIAL AIR PARK, ATTENTION-MR.  JIM
 ED2203'ALEXANDER, PHONE 803-277-9450.  TO REACH THE STATION FROM THE
 ED2203'JUNCTION OF U.S. HIGHWAYS 25 BUSINESS (AUGUSTA ROAD), 25 BYPASS
 ED2203'(WHITE HORSE ROAD) AND STATE ROAD 18, 5.5 MILES SOUTH OF GREENVILLE,
 ED2203'GO SOUTH SOUTHWEST ON HIGHWAY 25 FOR 0.9 MILE TO THE JUNCTION OF
 ED2203'CENTRE BOULEVARD RIGHT AND STATE ROAD 1048 (A D ASBURY ROAD) LEFT,
 ED2203'TURN LEFT ON ROAD 1048 FOR 0.4 MILE TO THE JUNCTION OF DONALDSON ROAD
 ED2203'AND THE ENTRANCE ROAD AHEAD TO DONALDSON CENTER INDUSTRIAL AIR PARK,
 ED2203'CONTINUE AHEAD ON THE ENTRANCE ROAD FOR 0.1 MILE TO THE JUNCTION OF
 ED2203'STATE ROAD 1136 (PERIMETER ROAD), CONTINUE AHEAD TOWARD THE
 ED2203'ADMINISTRATIVE OFFICES FOR THE CRUCIBLE COMPANY FOR 0.1 MILE KEEPING
 ED2203'LEFT OF THE ADMINSTRATIVE OFFICES TO THE JUNCTION OF A ONE LANE ROAD.
 ED2203'TURN LEFT ON THE ONE LANE ROAD FOR ABOUT 100-FEET TO THE STATION ON
 ED2203'THE LEFT NEAR A YELLOW FIRE HYDRANT.  STATION IS A CONCRETE POST
 ED2203'FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE THE ONE LANE ROAD, 21.4 FEET
 ED2203'NORTHWEST OF THE CENTER OF THE ROAD, 6.7 FEET EAST NORTHEAST OF THE
 ED2203'FIRE HYDRANT, 5.8 FEET SOUTHEAST OF A WITNESS POST.  RECOVERED BY T.
 ED2203'HALL.
 ED2203
 ED2203                          STATION RECOVERY (1996)
 ED2203
 ED2203'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED2203'RECOVERED AS DESCRIBED.  ADD-107.7 FEET SOUTHWEST OF THE SOUTHWEST
 ED2203'EDGE OF A TAXIWAY LEADING TO A HANGAR.  RECOVERY BY C.E.  GEOGHEGAN.
 ED2203
 ED2203                          STATION RECOVERY (2000)
 ED2203
 ED2203'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2203'STATION IS LOCATED 4.3 MILES (6.9 KM) SOUTHWEST OF MAULDIN, 6.7 MILES
 ED2203'(10.8 KM) SOUTH OF GREENVILLE.  OWNERSHIP--DONALDSON DEVELOPMENT
 ED2203'COMMISSION, DONALDSON INDUSTRIAL AIRPARK, JOHN FERGUSON-MANAGER,
 ED2203'DONALDSON CENTER AIRPORT, GREENVILLE, SC 24605, PHONE 864-277-3152. TO
 ED2203'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 25 AND STATE
 ED2203'HIGHWAY 291 (AUGUSTA ROAD) AND STATE ROAD 18 (PECAN TERRACE) , 5.7
 ED2203'MILES (9.2 KM) SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 25
 ED2203'FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF CENTER BOULEVARD RIGHT AND
 ED2203'STATE ROAD 1048 (A.D.  ASHBURY ROAD) LEFT, TURN LEFT ON ROAD 1048 FOR
 ED2203'0.4 MILE (0.6 KM) TO THE JUNCTION OF DONALDSON ROAD AND THE ENTRANCE
 ED2203'ROAD AHEAD TO THE DONALDSON CENTER INDUSTRIAL AIR PARK, STATE ROAD
 ED2203'1138 (EXCHANGE STREET) , CONTINUE AHEAD ON ROAD 1138 FOR 0.1 MILE (0.2
 ED2203'KM) TO THE JUNCTION OF STATE ROAD 1136 (PERIMETER ROAD) , CONTINUE
 ED2203'AHEAD TOWARD THE ADMINISTRATION OFFICES FOR THE CRUCIBLE COMPANY FOR
 ED2203'0.1 MILE (0.2 KM) KEEPING LEFT OF THE OFFICES TO THE JUNCTION OF A ONE
 ED2203'LANE ROAD, TURN LEFT ON THE ONE LANE ROAD FOR 100 FEET (30.5 M) TO THE
 ED2203'STATION ON THE LEFT NEAR A YELLOW FIRE HYDRANT. STATION IS A CONCRETE
 ED2203'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 21.2
 ED2203'FEET (6.5 M) NORTHWEST OF THE CENTER OF THE ROAD, 6.9 FEET (2.1 M)
 ED2203'EAST NORTHEAST OF THE FIRE HYDRANT, 107.8 FEET (32.9 M) SOUTHWEST OF
 ED2203'THE SOUTHWEST EDGE OF A TAXIWAY LEADING TO AN AIRPLANE HANGAR, 27.4
 ED2203'FEET (8.4 M) SOUTH OF THE CENTER OF A MANHOLE COVER, 5.5 FEET (1.7 M)
 ED2203'SOUTHEAST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 ED2203
 ED2203                          STATION RECOVERY (2005)
 ED2203
 ED2203'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 ED2203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2047 ***********************************************************************
 ED2047  DESIGNATION -  23 047
 ED2047  PID         -  ED2047
 ED2047  STATE/COUNTY-  SC/GREENVILLE
 ED2047  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2047
 ED2047                         *CURRENT SURVEY CONTROL
 ED2047  ___________________________________________________________________
 ED2047* NAD 83(2001)-  34 44 33.66887(N)    082 21 47.18073(W)     ADJUSTED  
 ED2047* NAVD 88     -       277.730  (meters)     911.19   (feet)  ADJUSTED  
 ED2047  ___________________________________________________________________
 ED2047  X           -     697,291.532 (meters)                     COMP
 ED2047  Y           -  -5,200,410.765 (meters)                     COMP
 ED2047  Z           -   3,614,587.328 (meters)                     COMP
 ED2047  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 ED2047  ELLIP HEIGHT-         246.72  (meters)          (03/13/03) GPS OBS
 ED2047  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 ED2047  DYNAMIC HT  -         277.448 (meters)     910.26  (feet)  COMP
 ED2047  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 ED2047
 ED2047  HORZ ORDER  -  FIRST
 ED2047  VERT ORDER  -  FIRST     CLASS II
 ED2047  ELLP ORDER  -  FOURTH    CLASS II
 ED2047
 ED2047.This mark is at Donaldson Center Airport (7A1)
 ED2047
 ED2047.The horizontal coordinates were established by GPS observations
 ED2047.and adjusted by the National Geodetic Survey in March 2003..
 ED2047
 ED2047.The orthometric height was determined by differential leveling
 ED2047.and adjusted by the National Geodetic Survey in August 1993..
 ED2047
 ED2047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2047
 ED2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2047
 ED2047.The ellipsoidal height was determined by GPS observations
 ED2047.and is referenced to NAD 83.
 ED2047
 ED2047.The geoid height was determined by GEOID03.
 ED2047
 ED2047.The dynamic height is computed by dividing the NAVD 88
 ED2047.geopotential number by the normal gravity value computed on the
 ED2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2047.degrees latitude (g = 980.6199 gals.).
 ED2047
 ED2047.The modeled gravity was interpolated from observed gravity values.
 ED2047
 ED2047;                    North         East     Units Scale Factor Converg.
 ED2047;SPC SC       -   323,473.395   484,783.772   MT  0.99996904   -0 45 20.5
 ED2047;SPC SC       - 1,061,264.42  1,590,497.94   iFT  0.99996904   -0 45 20.5
 ED2047;UTM  17      - 3,845,354.475   375,222.058   MT  0.99979190   -0 46 36.9
 ED2047
 ED2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2047!SPC SC       -   0.99996127  x   0.99996904  =   0.99993031
 ED2047!UTM  17      -   0.99996127  x   0.99979190  =   0.99975318
 ED2047
 ED2047:                Primary Azimuth Mark                     Grid Az
 ED2047:SPC SC       -  GREENVILLE DON CTR CTRL TWR              318 42 06.2
 ED2047:UTM  17      -  GREENVILLE DON CTR CTRL TWR              318 43 22.6
 ED2047
 ED2047|---------------------------------------------------------------------|
 ED2047| PID    Reference Object                     Distance      Geod. Az  |
 ED2047|                                                           dddmmss.s |
 ED2047| ED2202 GREENVILLE DON CTR CTRL TWR         APPROX. 1.6 KM 3175645.7 |
 ED2047| ED2204 GREENVILLE AUGUSTA HGTS BAP SP      APPROX. 7.6 KM 3464844.8 |
 ED2047| ED2246 PARIS MOUNTAIN LOOKOUT TOWER        APPROX.22.4 KM 3485644.0 |
 ED2047| ED2685 GREENVILLE CBL 0                    APPROX. 0.6 KM 3594328.2 |
 ED2047|---------------------------------------------------------------------|
 ED2047
 ED2047                          SUPERSEDED SURVEY CONTROL
 ED2047
 ED2047  NAD 83(1986)-  34 44 33.67829(N)    082 21 47.18168(W) AD(       ) 1
 ED2047  NAD 83(1995)-  34 44 33.66890(N)    082 21 47.18075(W) AD(       ) 1
 ED2047  NAD 83(1995)-  34 44 33.66890(N)    082 21 47.18075(W) AD(       ) 2
 ED2047  ELLIP H (08/12/98)  246.72   (m)                       GP(       ) 4 1
 ED2047  NAD 83(1986)-  34 44 33.67855(N)    082 21 47.17905(W) AD(       ) 2
 ED2047  NAD 27      -  34 44 33.25791(N)    082 21 47.73679(W) AD(       ) 2
 ED2047  NAVD 88 (08/12/98)  277.73   (m)          911.2    (f) LEVELING    3  
 ED2047  NGVD 29 (12/12/91)  277.824  (m)          911.49   (f) ADJUSTED    1 2
 ED2047
 ED2047.Superseded values are not recommended for survey control.
 ED2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2047.See file dsdata.txt to determine how the superseded data were derived.
 ED2047
 ED2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7522245354(NAD 83)
 ED2047_MARKER: DD = SURVEY DISK
 ED2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2047_SP_SET: CONCRETE POST
 ED2047_STAMPING: HORZ 23 047 1979
 ED2047_MARK LOGO: SCGS  
 ED2047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2047+STABILITY: SURFACE MOTION
 ED2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2047+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 ED2047
 ED2047  HISTORY     - Date     Condition        Report By
 ED2047  HISTORY     - 1979     MONUMENTED       SCGS
 ED2047  HISTORY     - 1979     GOOD             SCGS
 ED2047  HISTORY     - 1985     GOOD             NGS
 ED2047  HISTORY     - 19870309 GOOD             NGS
 ED2047  HISTORY     - 19870428 GOOD
 ED2047  HISTORY     - 19911009 GOOD             SCGS
 ED2047  HISTORY     - 19960319 GOOD             SCGS
 ED2047  HISTORY     - 19980122 GOOD             NGS
 ED2047  HISTORY     - 20000711 GOOD             SCGS
 ED2047  HISTORY     - 20051013 GOOD             FRELAN
 ED2047
 ED2047                          STATION DESCRIPTION
 ED2047
 ED2047'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2047'THE STATION IS LOCATED ABOUT 10-1/2 KM SOUTH FROM THE
 ED2047'CENTER OF GREENVILLE ON THE SOUTHEAST SIDE OF DONALDSON CENTER,
 ED2047'JUST EAST OF THE END OF RUNWAY 35, WHICH IS NOW CLOSED.
 ED2047'
 ED2047'TO REACH THE STATION FROM THE MAIN ENTRANCE AT DONALDSON CENTER.
 ED2047'GO EAST ON EXCHANGE STREET FOR 0.2 KM (0.1 MI) TO PERIMETER ROAD.
 ED2047'TURN RIGHT AND GO SOUTH ON PERIMETER ROAD FOR 3.7 KM (2.3 MI) TO
 ED2047'A ROAD JUNCTION.  KEEP LEFT ON PERIMETER ROAD AND GO 1.4 KM
 ED2047'(0.85 MI) TO KITTY HAWK ROAD.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI)
 ED2047'TO A SIDE ROAD LEFT, LEADING TO A GROUP OF STORAGE BUILDINGS.
 ED2047'TURN LEFT AND GO 0.3 KM (0.2 MI) TO A STOP SIGN AT END OF
 ED2047'PAVEMENT.  TURN LEFT ON THE DIRT ROAD AND GO 0.2 KM (0.1 MI) TO AN
 ED2047'OLD TAXI STRIP.  TURN LEFT AND GO SOUTHERLY FOR 0.2 KM
 ED2047'(0.15 MI) TO A PLACE WHERE THE STRIP BEARS RIGHT. CONTINUE
 ED2047'WESTERLY FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT, JUST
 ED2047'BEFORE REACHING THE RUNWAY.
 ED2047'
 ED2047'THE STATION IS A STANDARD SCGS DISK
 ED2047'STAMPED---HORZ 23 047 1979---,
 ED2047'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2047'FLUSH WITH GROUND.  IT IS LOCATED
 ED2047'19.2 METERS NORTH-NORTHEAST FROM THE SOUTHEAST CORNER OF RUNWAY,
 ED2047'3.6 METERS SOUTH FROM THE EDGE OF THE CONCRETE PAD,
 ED2047'3.4 METERS EAST FROM THE EDGE OF RUNWAY 35 AND
 ED2047'1.1 METERS NORTHWEST FROM THE METAL WITNESS POST.
 ED2047'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2047'STAMPED---HORZ 23 047 1979---,
 ED2047'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2047'
 ED2047'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2047'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 ED2047'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2047
 ED2047                          STATION RECOVERY (1979)
 ED2047
 ED2047'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2047'RECOVERED IN GOOD CONDITION.
 ED2047
 ED2047                          STATION RECOVERY (1985)
 ED2047
 ED2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 ED2047'THE STATION WAS RECOVERED AT THIS DATE.
 ED2047'RECOVERED IN GOOD CONDITION.
 ED2047'
 ED2047'THE STATION IS LOCATED AT THE SOUTH EDGE
 ED2047'OF GREENVILLE AT THE DONALDSON CENTER INDUSTRIAL AIR PARK.
 ED2047'OWNERSHIP--DONALDSON CENTER INDUSTRIAL AIR PARK, C/O CHARLES
 ED2047'SANDERS, EXECUTIVE DIRECTOR, GREENVILLE, SC 29605.  PHONE
 ED2047'803-277-3152.
 ED2047'
 ED2047'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED2047'U.S. HIGHWAY 25 BYPASS (WHITE HORSE ROAD) IN GREENVILLE, GO
 ED2047'SOUTHEAST FOR 3.7 KM (2.3 MI) ON HIGHWAY 25 BYPASS TO A CROSSROAD.
 ED2047'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 ED2047'0.3 KM (0.2 MI) ON HIGHWAY 25 BYPASS TO A REVERSE FORK LEFT.
 ED2047'BEAR RIGHT AND GO SOUTH FOR 1.1 KM (0.7 MI) TO THE AIR PARK
 ED2047'ENTRANCE ON THE LEFT.
 ED2047'TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI) ON A PAVED ROAD TO A
 ED2047'CROSSROAD.
 ED2047'TURN LEFT AND GO NORTH FOR 0.4 KM (0.25 MI) ON PERIMETER ROAD TO A
 ED2047'ROAD RIGHT.
 ED2047'TURN RIGHT AND GO EAST FOR 3.4 KM (2.1 MI) ON VOCATIONAL ROAD
 ED2047'(BECOMES PERIMETER ROAD) TO A CROSSROAD, JUST PAST THE GOLF COURSE
 ED2047'CLUBHOUSE ON THE RIGHT.
 ED2047'TURN RIGHT AND GO WEST FOR 0.3 KM (0.2 MI) ON THE ROAD TO ITS END
 ED2047'AT AN UNUSED TAXIWAY.
 ED2047'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON THE TAXIWAY TO A
 ED2047'FORK.
 ED2047'TURN RIGHT AND GO SOUTHWEST FOR 0.2 KM (0.15 MI) ON THE TAXIWAY TO
 ED2047'TAXIWAY ON THE LEFT.
 ED2047'TURN LEFT AND GO SOUTHEAST FOR 0.2 KM (0.1 MI) ON THE TAXIWAY TO
 ED2047'THE ORIGINAL TAXIWAY.
 ED2047'TURN RIGHT AND GO SOUTH FOR 0.9 KM (0.6 MI) ON THE TAXIWAY TO HIGH
 ED2047'GROUND AND GREENVILLE CAL BL 0 ON THE LEFT.
 ED2047'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.7 KM (0.4 MI) ON
 ED2047'THE TAXIWAY TO THE JUNCTION WITH UNUSED RUNWAY 35 AND THE STATION
 ED2047'ON THE LEFT.
 ED2047'
 ED2047'THE STATION IS A STANDARD SCGS DISK
 ED2047'STAMPED---23 047 1979---,
 ED2047'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 ED2047'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 ED2047'19.2 METERS (63.0 FT) NORTH FROM THE SOUTHEAST CORNER OF THE RUNWAY,
 ED2047'3.6 METERS (11.8 FT) SOUTH FROM THE SOUTH EDGE OF THE TAXIWAY,
 ED2047'3.4 METERS (11.1 FT) EAST FROM THE RUNWAY EDGE,
 ED2047'1.1 METERS (3.6 FT) NORTHWEST FROM A METAL WITNESS POST.
 ED2047'
 ED2047'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 ED2047
 ED2047                          STATION RECOVERY (1987)
 ED2047
 ED2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 ED2047'LOCATED IN THE SOUTH SECTION OF THE FIELD JUST EAST OF THE SOUTH END
 ED2047'OF THE CLOSED N/S RUNWAY.  IT IS AT THE INTERSECTION OF THE CLOSED
 ED2047'RUNWAY AND TAXIWAY LEADING EAST.  IT IS 11.8 FT (3.6 M) SOUTH OF THE
 ED2047'SOUTH EDGE OF THE TAXIWAY, 10.5 FT (3.2 M) EAST OF THE EAST EDGE OF
 ED2047'THE CLOSED RUNWAY AND 4.0 FT (1.2 M) NORTHWEST OF A WITNESS SIGN.  A
 ED2047'STANDARD SCGS DISK STAMPED---HORZ 23 047 1979---, SET IN THE TOP OF A
 ED2047'CONCRETE MONUMENT FLUSH WITH THE GROUND.  NGS UNADJUSTED POSITION
 ED2047'G-16286.
 ED2047
 ED2047                          STATION RECOVERY (1987)
 ED2047
 ED2047'RECOVERED 1987
 ED2047'RECOVERED IN GOOD CONDITION.
 ED2047
 ED2047                          STATION RECOVERY (1991)
 ED2047
 ED2047'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2047'STATION IS LOCATED 7.6 MILES SOUTH OF GREENVILLE.
 ED2047'OWNERSHIP--DONALDSON CENTER INDUSTRIAL AIR PARK, ATTENTION-MR.  JIM
 ED2047'ALEXANDER, PHONE 803-277-9450.  TO REACH THE STATION FROM THE
 ED2047'JUNCTION OF U.S. HIGHWAYS 25 BUSINESS (AUGUSTA ROAD), 25 BYPASS
 ED2047'(WHITE HORSE ROAD) AND STATE ROAD 18, 5.5 MILES SOUTH OF GREENVILLE,
 ED2047'GO SOUTH SOUTHWEST ON HIGHWAY 25 FOR 0.9 MILE TO THE JUNCTION OF
 ED2047'CENTRE BOULEVARD RIGHT AND STATE ROAD 1048 (A D ASBURY ROAD) LEFT,
 ED2047'TURN LEFT ON ROAD 1048 FOR 0.4 MILE TO THE JUNCTION OF DONALDSON ROAD
 ED2047'AND THE ENTRANCE ROAD AHEAD TO DONALDSON CENTER INDUSTRIAL AIR PARK,
 ED2047'CONTINUE AHEAD ON THE ENTRANCE ROAD FOR 0.1 MILE TO THE JUNCTION OF
 ED2047'STATE ROAD 1136 (PERIMETER ROAD) , TURN RIGHT ON ROAD 1136 FOR 2.4
 ED2047'MILES TO THE JUNCTION OF STATE ROAD 448 RIGHT, BEAR LEFT ON ROAD 1136
 ED2047'FOR 0.85 MILE TO THE JUNCTION OF STATE ROAD 1137 (KITTY HAWK ROAD),
 ED2047'CONTINUE ON ROAD 1136 FOR 0.1 MILE TO THE JUNCTION OF A SIDE ROAD
 ED2047'LEFT LEADING TO A ROW OF STORAGE BUILDINGS, TURN LEFT ON THE SIDE
 ED2047'ROAD FOR 0.2 MILE TO THE END OF PAVEMENT AND A DIRT ROAD LEFT, TURN
 ED2047'LEFT ON THE DIRT ROAD FOR 0.1 MILE TO AN OLD CONCRETE TAXI STRIP,
 ED2047'TURN LEFT ONTO THE TAXI STRIP FOR 0.1 MILE TO A PLACE WHERE THE TAXI
 ED2047'STRIP BEARS RIGHT, BEAR RIGHT ON THE TAXI STRIP FOR 0.1 MILE TO THE
 ED2047'JUNCTION OF A MAIN NORTH-SOUTH RUNWAY AND THE STATION ON THE LEFT IN
 ED2047'THE SOUTHEAST ANGLE.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED2047'GROUND AND LEVEL WITH THE RUNWAY, 10.1 FEET EAST OF THE EAST EDGE OF
 ED2047'THE RUNWAY, 11.8 FEET SOUTH OF THE SOUTH EDGE OF THE TAXI STRIP, 65.1
 ED2047'FEET WEST OF A 8-FOOT TALL PVC POST MARKING THE END OF TRAVEL ON THE
 ED2047'ROAD AT THE RUNWAY, 4.0 FEET NORTHWEST OF A WITNESS POST.  RECOVERED
 ED2047'BY T. HALL.
 ED2047
 ED2047                          STATION RECOVERY (1996)
 ED2047
 ED2047'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED2047'STATION IS LOCATED 7.85 MILES (12.63 KM) SOUTH OF GREENVILLE, 3.9
 ED2047'MILES (6.3 KM) SOUTHWEST OF MAULDIN.  OWNERSHIP--DONALDSON DEVELOPMENT
 ED2047'COMMISSION, DONALDSON INDUSTRIAL AIR PARK, JOHN FERGUSON, MANAGER,
 ED2047'DONALDSON CENTER AIRPORT, GREENVILLE, SC 29605, PHONE 864-277-3152.
 ED2047'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2047'U.S.  HIGHWAY 25 BUSINESS (AUGUSTA ROAD) , 4.0 MILES (6.4 KM) SOUTH OF
 ED2047'GREENVILLE, GO SOUTH ON HIGHWAY 25 FOR 0.65 MILE (1.05 KM) TO THE
 ED2047'JUNCTION OF STATE ROAD 50 (OLD AUGUSTA ROAD) , BEAR LEFT ON ROAD 50
 ED2047'FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 7 (OLD AUGUSTA
 ED2047'ROAD) , BEAR LEFT ON ROAD 50 (FORK SHOALS ROAD) FOR 1.65 MILES (2.66
 ED2047'KM) TO THE JUNCTION OF STATE ROAD 224 (MAIN STREET) AND DELAWARE
 ED2047'STREET, TURN RIGHT ON DELAWARE STREET 0.6 MILE (1.0 KM) TO A POINT
 ED2047'WHERE DELAWARE STREET VEERS RIGHT, CONTINUE AHEAD ON OLD TAXIWAY FOR
 ED2047'1.2 MILES (1.9 KM) TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE
 ED2047'OF RUNWAY NUMBER 35 (CLOSED) .  STATION IS A CONCRETE POST FLUSH WITH
 ED2047'THE GROUND AND LEVEL WITH THE RUNWAY, 160.5 FEET (48.9 M) EAST OF THE
 ED2047'CENTER OF THE RUNWAY, 36.8 FEET (11.2 M) SOUTH OF THE CENTER OF THE
 ED2047'TAXIWAY, 64.2 FEET (19.6 M) NORTH OF THE SOUTHEAST CORNER OF THE
 ED2047'CONCRETE RUNWAY, 65.6 FEET (20.0 M) WEST SOUTHWEST OF A PVC PIPE POST
 ED2047'WITH SIGN (NO TRESPASSING) , 3.9 FEET (1.2 M) NORTHWEST OF A WITNESS
 ED2047'POST.  RECOVERED BY C.E.  GEOGHEGAN.
 ED2047
 ED2047                          STATION RECOVERY (1998)
 ED2047
 ED2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 ED2047'RECOVERED AS DESCRIBED BUT WITH A NEW TO REACH.  TO REACH THE STATION
 ED2047'FROM THE JUNCTION OF US INTERSTATE HWY 85 AND STATE HWY 291 (AUGUSTA
 ED2047'ROAD) , GO SOUTH ON HWY 291 FOR 0.7 MI (1.1 KM) TO A PAVED ROAD ON THE
 ED2047'LEFT, TURN LEFT AND GO SOUTHERLY ON OLD AUGUSTA ROAD FOR 0.5 MI (0.8
 ED2047'KM) TO A PAVED ROAD LEFT, TURN LEFT AND CONTINUE SOUTHERLY ON FORK
 ED2047'SHOALS ROAD FOR 1.65 MI (2.66 KM) TO A PAVED ROAD RIGHT, TURN RIGHT
 ED2047'AND GO WEST ON DELAWARE STREET FOR 0.2 MI (0.3 KM) TO THE INTERSECTION
 ED2047'WITH PERIMETER ROAD, CONTINUE WESTERLY ON THE STREET TO ABANDONED
 ED2047'TAXIWAYS LEADING TO THE SOUTH AND WEST, VEER LEFT AND GO SOUTH THEN
 ED2047'WEST FOR 1.4 MI (2.3 KM) ON AN ABANDONED TAXIWAY TO THE STATION ON THE
 ED2047'LEFT JUST BEFORE REACHING AN ABANDONED RUNWAY.
 ED2047
 ED2047                          STATION RECOVERY (2000)
 ED2047
 ED2047'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2047'STATION IS LOCATED 6.2 MILES (10.0 KM) WEST OF SIMPSONVILLE, 7.8 MILES
 ED2047'(12.6 KM) SOUTH SOUTHEAST OF GREENVILLE.  OWNERSHIP--DONALDSON
 ED2047'DEVELOPMENT COMMISSION, DONALDSON INDUSTRIAL AIR PARK, JOHN FERGUSON,
 ED2047'MANAGER, DONALDSON CENTER AIRPORT, GREENVILLE, SC 29605, PHONE
 ED2047'864-277-3152.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2047'STATE HIGHWAY 291 (SOUTH PLEASANTBURG DRIVE) AND INTERSTATE 85 (EXIT
 ED2047'46B) , 4.0 MILE (6.4 KM) SOUTH SOUTHEAST TO GREENVILLE, GO SOUTH ON
 ED2047'HIGHWAY 291 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 50
 ED2047'(OLD AUGUSTA ROAD) , TURN LEFT ON ROAD 50 FOR 0.45 MILE (0.72 KM) TO A
 ED2047'PAVED FORK, BEAR LEFT ON ROAD 50 (NOW FORK SHOALS ROAD) , FOR 1.65
 ED2047'MILES (2.66 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT (DELAWARE
 ED2047'STREET) , TURN RIGHT ON DELAWARE STREET FOR 0.2 MILE (0.3 KM) TO THE
 ED2047'JUNCTION OF AN ABANDONED TAXIWAY LEADING SOUTH, TURN LEFT ON THE
 ED2047'TAXIWAY FOR 1.45 MILES (2.33 KM) TO THE STATION ON THE LEFT JUST
 ED2047'BEFORE REACHING AN ABANDONED RUNWAY.  STATION IS A CONCRETE POST FLUSH
 ED2047'WITH THE GROUND AND LEVEL WITH THE TAXIWAY, 36.8 FEET (11.2 M) SOUTH
 ED2047'OF THE CENTER OF THE TAXIWAY, 160.5 FEET (48.9 M) EAST OF THE CENTER
 ED2047'OF THE RUNWAY, 65.6 FEET (20.0 M) WEST SOUTHWEST OF THE SOUTH ONE OF
 ED2047'TWO METAL SIGN POST WITH SIGN (NO TRESPASSING) , 3.9 FEET (1.2 M)
 ED2047'NORTHWEST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH
 ED2047'CALIBRATION STATION GREENVILLE CBL 0.  RECOVERED BY R.P. MCKEOWN.
 ED2047
 ED2047                          STATION RECOVERY (2005)
 ED2047
 ED2047'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 ED2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3089 ***********************************************************************
 FB3089  DESIGNATION -  23 048
 FB3089  PID         -  FB3089
 FB3089  STATE/COUNTY-  SC/GREENVILLE
 FB3089  USGS QUAD   -  CLEVELAND (1961)
 FB3089
 FB3089                         *CURRENT SURVEY CONTROL
 FB3089  ___________________________________________________________________
 FB3089* NAD 83(2001)-  35 01 21.76811(N)    082 30 00.89657(W)     ADJUSTED  
 FB3089* NAVD 88     -       319.5    (meters)    1048.     (feet)  VERTCON   
 FB3089  ___________________________________________________________________
 FB3089  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 FB3089  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 FB3089
 FB3089  HORZ ORDER  -  SECOND
 FB3089
 FB3089.The horizontal coordinates were established by classical geodetic methods
 FB3089.and adjusted by the National Geodetic Survey in March 2004..
 FB3089
 FB3089.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3089
 FB3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3089
 FB3089.The geoid height was determined by GEOID03.
 FB3089
 FB3089;                    North         East     Units Scale Factor Converg.
 FB3089;SPC SC       -   354,710.493   472,677.702   MT  1.00007284   -0 49 54.3
 FB3089;SPC SC       - 1,163,748.34  1,550,779.86   iFT  1.00007284   -0 49 54.3
 FB3089;UTM  17      - 3,876,590.403   363,132.249   MT  0.99983087   -0 51 40.1
 FB3089
 FB3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3089!SPC SC       -   0.99995475  x   1.00007284  =   1.00002759
 FB3089!UTM  17      -   0.99995475  x   0.99983087  =   0.99978563
 FB3089
 FB3089:                Primary Azimuth Mark                     Grid Az
 FB3089:SPC SC       -  CHANDLER                                 109 48 48.1
 FB3089:UTM  17      -  CHANDLER                                 109 50 33.9
 FB3089
 FB3089|---------------------------------------------------------------------|
 FB3089| PID    Reference Object                     Distance      Geod. Az  |
 FB3089|                                                           dddmmss.s |
 FB3089| FB2891 CHANDLER                            APPROX. 5.6 KM 1085853.8 |
 FB3089| FB3088 23 048 PTA                            5.585 METERS 10901     |
 FB3089| FB3090 23 048 AZ MK PTA                    234.513 METERS 32204     |
 FB3089| FB3091 23 048 AZ MK                        240.482 METERS 32204     |
 FB3089|---------------------------------------------------------------------|
 FB3089
 FB3089                          SUPERSEDED SURVEY CONTROL
 FB3089
 FB3089  NAD 83(1986)-  35 01 21.77717(N)    082 30 00.89684(W) AD(       ) 2
 FB3089  NAD 83(1986)-  35 01 21.77773(N)    082 30 00.89651(W) AD(       ) 2
 FB3089  NAD 27      -  35 01 21.35919(N)    082 30 01.45307(W) AD(       ) 2
 FB3089  NGVD 29 (07/19/86)  319.6    (m)         1049.     (f) VERT ANG       
 FB3089
 FB3089.Superseded values are not recommended for survey control.
 FB3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3089.See file dsdata.txt to determine how the superseded data were derived.
 FB3089
 FB3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6313276590(NAD 83)
 FB3089_MARKER: DD = SURVEY DISK
 FB3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3089_STAMPING: HORZ 23 048 1979
 FB3089_MARK LOGO: SCGS  
 FB3089_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3089+STABILITY: SURFACE MOTION
 FB3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3089+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2000
 FB3089
 FB3089  HISTORY     - Date     Condition        Report By
 FB3089  HISTORY     - 1979     MONUMENTED       SCGS
 FB3089  HISTORY     - 19921124 GOOD             SCGS
 FB3089  HISTORY     - 20000823 GOOD             SCGS
 FB3089
 FB3089                          STATION DESCRIPTION
 FB3089
 FB3089'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB3089'THE STATION IS LOCATED ON THE NORTH SIDE OF MARIETTA ON A HIGH
 FB3089'HILL ABOUT 1/4 KM SOUTHEAST FROM THE FIRST BAPTIST CHURCH OF
 FB3089'MARIETTA, SOUTH OF A WHITE TWO STORY WOOD FRAME BUILDING WHICH IS
 FB3089'PRESENTLY AN APARTMENT BUILDING.
 FB3089'
 FB3089'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 288
 FB3089'AND U.S. HIGHWAY 276 IN MARIETTA,
 FB3089'GO NORTH ON HIGHWAY 276 FOR 0.1 KM (0.05 MI) TO A SHOPPING
 FB3089'CENTER ON RIGHT.  CONTINUE STRAIGHT FOR 0.2 KM (0.15 MI) TO SIDE ROAD
 FB3089'RIGHT, LEADING TO PARKING LOT OF THE FIRST
 FB3089'BAPTIST CHURCH OF MARIETTA, AND THE AZIMUTH MARK.
 FB3089'TURN RIGHT GO SOUTHEAST ALL THE WAY
 FB3089'THROUGH THE PARKING LOT TO AN EXIT OUT OF THE PARKING LOT AND GO
 FB3089'30 METERS TO A T-JUNCTION.  TURN LEFT AND GO 30 METERS TO SIDE ROAD
 FB3089'RIGHT.  TURN RIGHT AND GO 0.1 KM (0.05 MI) TO GRAVEL ROAD
 FB3089'RIGHT LEADING TO A
 FB3089'TWO STORY WHITE FRAME APARTMENT BUILDING.  TURN RIGHT AND GO
 FB3089'0.1 KM (0.05 MI) TO A GRAVEL PARKING AREA.  DRIVE TRUCK
 FB3089'AROUND SOUTHWEST
 FB3089'SIDE OF BUILDING TO STATION.
 FB3089'
 FB3089'THE STATION IS A STANDARD SCGS DISK
 FB3089'STAMPED---HORZ 23 048 1979---,
 FB3089'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3089'FLUSH WITH GROUND.  IT IS LOCATED
 FB3089'11 METERS SOUTH FROM THE SOUTH CORNER OF A TWO STORY BUILDING,
 FB3089'AND
 FB3089'1.5 METERS NORTHWEST FROM A UTILITY POLE WITH A TRANSFORMER.
 FB3089'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB3089'STAMPED---HORZ 23 048 1979---,
 FB3089'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB3089'
 FB3089'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB3089'STAMPED---AZ MK 23 048 1979---,
 FB3089'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB3089'25 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 FB3089'3.2 METERS WEST FROM A CITY WATER METER METAL COVER AND
 FB3089'3.0 METERS WEST FROM THE SOUTHWEST CORNER OF A LARGE
 FB3089'CHURCH SIGN.
 FB3089'
 FB3089'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.5 METERS.
 FB3089'NO REFERENCE MARKS WERE SET AT THIS TIME.
 FB3089
 FB3089                          STATION RECOVERY (1992)
 FB3089
 FB3089'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB3089'STATION IS LOCATED IN MARIETTA. OWNERSHIP--UNKNOWN TO REACH THE
 FB3089'STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 (GEER HIGHWAY) AND STATE
 FB3089'HIGHWAY 288 IN MARIETTA, GO SOUTH ON HIGHWAY 276 FOR 0.05 MILE (0.08
 FB3089'KM) TO STROUD HOSPITAL ROAD LEFT, TURN LEFT ON STROUD HOSPITAL ROAD
 FB3089'FOR 0.2 MILE (0.3 KM) TO JACKSON AVENUE RIGHT, TURN RIGHT ON JACKSON
 FB3089'AVENUE FOR 0.05 MILE (0.08 KM) TO A DRIVEWAY RIGHT LEADING TO A TWO
 FB3089'STORY WOODEN APARTMENT HOUSE, TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE
 FB3089'(0.08 KM) TO THE STATION NEAR A POWER POLE NEAR THE SOUTH CORNER OF
 FB3089'THE HOUSE. STATION IS A CONCRETE POST RECESSED 0.2 FOOT, 35.9 FEET
 FB3089'(10.9 M) SOUTH OF THE SOUTH CORNER OF THE HOUSE, 4.9 FEET (1.5 M)
 FB3089'NORTH NORTHWEST OF THE POWER POLE WITH TRANSFORMER, 7.2 FEET (2.2 M)
 FB3089'NORTHEAST OF A CHAIN LINK FENCE LINE, 3.8 FEET (1.2 M) EAST SOUTHEAST
 FB3089'OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH STATION 23
 FB3089'048 AZ MK. RECOVERED BY T. HALL.
 FB3089
 FB3089                          STATION RECOVERY (2000)
 FB3089
 FB3089'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3089'STATION IS LOCATED 3.75 MILES (6.03 KM) SOUTH SOUTHEAST OF CLEVELAND,
 FB3089'13.1 MILES (21.1 KM) NORTH NORTHWEST OF GREENVILLE.
 FB3089'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FB3089'HIGHWAY 276 (GEER HIGHWAY) AND STATE HIGHWAY 288 (PUMPKINTOWN ROAD) ,
 FB3089'3.6 MILES (5.8 KM) SOUTH SOUTHEAST OF CLEVELAND, GO SOUTH ON HIGHWAY
 FB3089'276 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF A PAVED ROAD LEFT
 FB3089'(STROUD HOSPITAL ROAD) , TURN LEFT ON STROUD HOSPITAL ROAD FOR 0.2
 FB3089'MILE (0.3 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT (JACKSON AVENUE) ,
 FB3089'TURN RIGHT ON JACKSON AVENUE FOR 0.05 MILE (0.08 KM) TO THE JUNCTION
 FB3089'OF A DIRT DRIVEWAY RIGHT LEADING TO A TWO STORY WOODEN HOUSE NUMBER
 FB3089'110, TURN RIGHT ON THE DIRT DRIVEWAY FOR 0.05 MILE (0.08 KM) AND
 FB3089'AROUND THE HOUSE TO THE STATION AT THE SOUTH END OF A WOODEN SHED.
 FB3089'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET (1.5 M)
 FB3089'ABOVE THE DRIVEWAY, 5.0 FEET (1.5 M) EAST NORTHEAST OF THE SOUTHERN
 FB3089'MOST CORNER OF THE WOODEN SHED, 6.9 FEET (2.1 M) NORTHEAST OF A
 FB3089'6.0-FOOT CHAIN LINK FENCE LINE, 5.0 FEET (1.5 M) NORTH NORTHWEST OF A
 FB3089'POWER POLE WITH A TRANSFORMER ATTACHED, 7.6 FEET (2.3 M) SOUTH OF THE
 FB3089'EASTERN MOST CORNER OF THE WOODEN SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3091 ***********************************************************************
 FB3091  HT_MOD      -  This is a Height Modernization Survey Station.
 FB3091  DESIGNATION -  23 048 AZ MK
 FB3091  PID         -  FB3091
 FB3091  STATE/COUNTY-  SC/GREENVILLE
 FB3091  USGS QUAD   -  CLEVELAND (1961)
 FB3091
 FB3091                         *CURRENT SURVEY CONTROL
 FB3091  ___________________________________________________________________
 FB3091* NAD 83(2001)-  35 01 27.92357(N)    082 30 06.72729(W)     ADJUSTED  
 FB3091* NAVD 88     -       311.58   (meters)    1022.2    (feet)  GPS OBS   
 FB3091  ___________________________________________________________________
 FB3091  X           -     682,365.662 (meters)                     COMP
 FB3091  Y           -  -5,184,388.392 (meters)                     COMP
 FB3091  Z           -   3,640,246.996 (meters)                     COMP
 FB3091  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 FB3091  ELLIP HEIGHT-         280.35  (meters)          (03/13/03) GPS OBS
 FB3091  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 FB3091
 FB3091  HORZ ORDER  -  FIRST
 FB3091  ELLP ORDER  -  FOURTH    CLASS II
 FB3091
 FB3091.The horizontal coordinates were established by GPS observations
 FB3091.and adjusted by the National Geodetic Survey in March 2003..
 FB3091
 FB3091.The orthometric height was determined by GPS observations and a
 FB3091.high-resolution geoid model using precise GPS observation and
 FB3091.processing techniques.
 FB3091
 FB3091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3091
 FB3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3091
 FB3091.The ellipsoidal height was determined by GPS observations
 FB3091.and is referenced to NAD 83.
 FB3091
 FB3091.The geoid height was determined by GEOID03.
 FB3091
 FB3091;                    North         East     Units Scale Factor Converg.
 FB3091;SPC SC       -   354,902.326   472,532.651   MT  1.00007354   -0 49 57.5
 FB3091;SPC SC       - 1,164,377.71  1,550,303.97   iFT  1.00007354   -0 49 57.5
 FB3091;UTM  17      - 3,876,782.264   362,987.331   MT  0.99983136   -0 51 43.5
 FB3091
 FB3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3091!SPC SC       -   0.99995600  x   1.00007354  =   1.00002953
 FB3091!UTM  17      -   0.99995600  x   0.99983136  =   0.99978736
 FB3091
 FB3091                          SUPERSEDED SURVEY CONTROL
 FB3091
 FB3091  NAD 83(1986)-  35 01 27.93217(N)    082 30 06.72952(W) AD(       ) 1
 FB3091  NAD 83(1995)-  35 01 27.92480(N)    082 30 06.72750(W) AD(       ) 1
 FB3091  ELLIP H (04/18/02)  280.33   (m)                       GP(       ) 4 1
 FB3091  NAD 83(1986)-  35 01 27.93304(N)    082 30 06.72798(W) AD(       ) 2
 FB3091  NAD 83(1986)-  35 01 27.93360(N)    082 30 06.72762(W) AD(       ) 2
 FB3091  NAD 27      -  35 01 27.51517(N)    082 30 07.28406(W) AD(       ) 2
 FB3091  NGVD 29 (07/19/86)  312.4    (m)         1025.     (f) VERT ANG       
 FB3091
 FB3091.Superseded values are not recommended for survey control.
 FB3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3091.See file dsdata.txt to determine how the superseded data were derived.
 FB3091
 FB3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6298776782(NAD 83)
 FB3091_MARKER: DD = SURVEY DISK
 FB3091_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB3091_SP_SET: CURB
 FB3091_STAMPING: AZ MK 23 048 1979
 FB3091_MARK LOGO: SCGS  
 FB3091_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3091+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2000
 FB3091
 FB3091  HISTORY     - Date     Condition        Report By
 FB3091  HISTORY     - 1979     MONUMENTED       SCGS
 FB3091  HISTORY     - 19921208 GOOD             SCGS
 FB3091  HISTORY     - 20000823 GOOD             SCGS
 FB3091
 FB3091                          STATION DESCRIPTION
 FB3091
 FB3091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB3091'THE STATION IS LOCATED ON THE NORTH SIDE OF MARIETTA, ABOUT
 FB3091'0.1 KM (0.05 MI)
 FB3091'WEST OF THE FIRST BAPTIST CHURCH OF MARIETTA, AND AT THE CHURCH
 FB3091'ENTRANCE DRIVE.
 FB3091'
 FB3091'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 288
 FB3091'AND U.S. HIGHWAY 27 IN MARIETTA,
 FB3091'GO NORTH ON HIGHWAY 276 FOR 0.1 KM (0.05 MI) TO A SHOPPING
 FB3091'CENTER ON RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.2 KM (0.15 MI)
 FB3091'TO SIDE ROAD RIGHT LEADING TO THE FIRST BAPTIST CHURCH OF MARIETTA
 FB3091'AND THE STATION MARK.
 FB3091'
 FB3091'THE STATION IS A STANDARD SCGS DISK
 FB3091'STAMPED---AZ MK 23 048 1979---,
 FB3091'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3091'FLUSH WITH GROUND.  IT IS LOCATED
 FB3091'3.2 METERS WEST FROM A CITY WATER METER METAL COVER AND
 FB3091'3.0 METERS WEST FROM THE SOUTHWEST CORNER OF LARGE CHURCH SIGN.
 FB3091'
 FB3091'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB3091'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB3091
 FB3091                          STATION RECOVERY (1992)
 FB3091
 FB3091'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB3091'STATION IS LOCATED IN MARIETTA. OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3091'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3091'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 (GEER
 FB3091'HIGHWAY) AND STATE HIGHWAY 288 IN MARIETTA, GO NORTH NORTHWEST ON
 FB3091'HIGHWAY 276 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT IN THE
 FB3091'CURB IN FRONT OF THE MARIETTA FIRST BAPTIST CHURCH. STATION IS A DRILL
 FB3091'MARK IN A CONCRETE CURB AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 31.0
 FB3091'FEET (9.4 M) WEST OF THE SOUTHWEST CORNER OF A BRICK SIGN FOR THE
 FB3091'CHURCH, 10.7 FEET (3.3 M) WEST SOUTHWEST OF THE CENTER OF A METAL
 FB3091'WATER METER COVER, 76.8 FEET (23.4 M) NORTHWEST OF THE SOUTHWEST
 FB3091'CORNER OF THE CHURCH. NOTE-STATION IS NOT INTERVISIBLE WITH STATION 23
 FB3091'048. RECOVERED BY D.D. WOODS.
 FB3091
 FB3091                          STATION RECOVERY (2000)
 FB3091
 FB3091'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3091'STATION IS LOCATED IN MARIETTA, 13.40 MILES (21.56 KM) NORTH NORTHWEST
 FB3091'OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 FB3091'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 FB3091'FROM THE JUNCTION OF U.S.  HIGHWAY 276 (GEER HIGHWAY) AND STATE
 FB3091'HIGHWAY 288 (PUMPKINTOWN ROAD) IN MARIETTA, GO NORTH ON HIGHWAY 276
 FB3091'FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT IN THE HIGHWAY
 FB3091'CURBING IN FRONT OF THE MARIETTA FIRST BAPTIST CHURCH.  STATION IS A
 FB3091'DISK SET IN A DRILL HOLE IN THE HIGHWAY CURB, 13.6 FEET (4.1 M) EAST
 FB3091'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 10.6
 FB3091'FEET (3.2 M) WEST OF THE CENTER OF A WATER METER COVER, 30.8 FEET (9.4
 FB3091'M) WEST NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK SIGN FOR THE
 FB3091'CHURCH, 88.4 FEET (26.9 M) NORTH NORTHEAST OF A POWER POLE WITH A
 FB3091'SECURITY LIGHT AND A SCGS REFERENCE WASHER ATTACHED, 42.0 FEET (12.8
 FB3091'M) SOUTH SOUTHWEST OF THE CENTER OF A MANHOLE COVER. NOTE-STATION IS
 FB3091'NOT INTERVISIBLE WITH SURVEY STATION 23 048. RECOVERED BY D.L.
 FB3091'BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2030 ***********************************************************************
 ED2030  DESIGNATION -  23 049 AZ MK
 ED2030  PID         -  ED2030
 ED2030  STATE/COUNTY-  SC/GREENVILLE
 ED2030  USGS QUAD   -  FOUNTAIN INN (1983)
 ED2030
 ED2030                         *CURRENT SURVEY CONTROL
 ED2030  ___________________________________________________________________
 ED2030* NAD 83(2001)-  34 44 48.85616(N)    082 13 36.00668(W)     ADJUSTED  
 ED2030* NAVD 88     -       267.575  (meters)     877.87   (feet)  ADJUSTED  
 ED2030  ___________________________________________________________________
 ED2030  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 ED2030  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ED2030  DYNAMIC HT  -         267.304 (meters)     876.98  (feet)  COMP
 ED2030  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 ED2030
 ED2030  HORZ ORDER  -  SECOND
 ED2030  VERT ORDER  -  FIRST     CLASS II
 ED2030
 ED2030.The horizontal coordinates were established by classical geodetic methods
 ED2030.and adjusted by the National Geodetic Survey in March 2004..
 ED2030
 ED2030.The orthometric height was determined by differential leveling
 ED2030.and adjusted by the National Geodetic Survey in August 1993..
 ED2030
 ED2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2030
 ED2030.The geoid height was determined by GEOID03.
 ED2030
 ED2030.The dynamic height is computed by dividing the NAVD 88
 ED2030.geopotential number by the normal gravity value computed on the
 ED2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2030.degrees latitude (g = 980.6199 gals.).
 ED2030
 ED2030.The modeled gravity was interpolated from observed gravity values.
 ED2030
 ED2030;                    North         East     Units Scale Factor Converg.
 ED2030;SPC SC       -   323,784.819   497,281.928   MT  0.99997043   -0 40 48.2
 ED2030;SPC SC       - 1,062,286.15  1,631,502.39   iFT  0.99997043   -0 40 48.2
 ED2030;UTM  17      - 3,845,661.435   387,717.868   MT  0.99975539   -0 41 57.2
 ED2030
 ED2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2030!SPC SC       -   0.99996287  x   0.99997043  =   0.99993331
 ED2030!UTM  17      -   0.99996287  x   0.99975539  =   0.99971827
 ED2030
 ED2030:                Primary Azimuth Mark                     Grid Az
 ED2030:SPC SC       -  23 049 RESET                             230 35 45.1
 ED2030:UTM  17      -  23 049 RESET                             230 36 54.1
 ED2030
 ED2030|---------------------------------------------------------------------|
 ED2030| PID    Reference Object                     Distance      Geod. Az  |
 ED2030|                                                           dddmmss.s |
 ED2030| ED3545 23 049 RESET                        APPROX. 0.8 KM 2295456.9 |
 ED2030|---------------------------------------------------------------------|
 ED2030
 ED2030                          SUPERSEDED SURVEY CONTROL
 ED2030
 ED2030  NAD 83(1986)-  34 44 48.86601(N)    082 13 36.00544(W) AD(       ) 2
 ED2030  NAD 27      -  34 44 48.43395(N)    082 13 36.58771(W) AD(       ) 2
 ED2030  NGVD 29 (12/12/91)  267.657  (m)          878.14   (f) ADJUSTED    1 2
 ED2030
 ED2030.Superseded values are not recommended for survey control.
 ED2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2030.See file dsdata.txt to determine how the superseded data were derived.
 ED2030
 ED2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8771845661(NAD 83)
 ED2030_MARKER: DZ = AZIMUTH MARK DISK
 ED2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2030_SP_SET: CONCRETE POST
 ED2030_STAMPING: AZ MK 23 049 1979
 ED2030_MARK LOGO: SCGS  
 ED2030_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2030+STABILITY: SURFACE MOTION
 ED2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2030+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2000
 ED2030
 ED2030  HISTORY     - Date     Condition        Report By
 ED2030  HISTORY     - 1979     MONUMENTED       SCGS
 ED2030  HISTORY     - 1979     GOOD             SCGS
 ED2030  HISTORY     - 19911014 GOOD             SCGS
 ED2030  HISTORY     - 20000823 MARK NOT FOUND   SCGS
 ED2030
 ED2030                          STATION DESCRIPTION
 ED2030
 ED2030'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2030'THE STATION IS LOCATED ABOUT 19-1/4 KM SOUTHEAST FROM DOWNTOWN
 ED2030'GREENVILLE, 2-1/4 KM EAST-NORTHEAST FROM SIMPSONVILLE, ALONG THE
 ED2030'NORTHEAST SIDE OF STATE HIGHWAY 417 AND IN FRONT OF A BAPTIST
 ED2030'CHURCH.
 ED2030'
 ED2030'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 ED2030'417 (MAIN ST AND CURTIS ST.) IN TH CENTER OF SIMPSONVILLE.  GO
 ED2030'EAST ON STATE HIGHWAY 417 (E. CURTIS ST.) FOR 0.4 KM (0.25 MI) TO
 ED2030'SIMPSONVILLE CITY HALL ON THE LEFT.  CONTINUE EAST ON STATE
 ED2030'HIGHWAY 417 FOR 0.6 KM (0.4 MI) TO A FORK.  TAKE LEFT FORK,
 ED2030'MAIN ROAD, FOR 0.6 KM (0.4 MI) TO STATION 39 049 SCGS ON
 ED2030'THE LEFT.  CONTINUE NORTHEAST ON STATE HIGHWAY 417 FOR 0.8 KM
 ED2030'(0.5 MI) TO THE STATION ON THE LEFT ON TOP OF A BANK AND IN
 ED2030'FRONT OF A CHURCH.
 ED2030'
 ED2030'THE STATION IS A STANDARD SCGS DISK
 ED2030'STAMPED---AZ MK 23 049 1979---,
 ED2030'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2030'FLUSH WITH GROUND.  IT IS LOCATED
 ED2030'55.5 METERS SOUTHWEST FROM POWER POLE NUMBER 65,54,
 ED2030'20.7 METERS SOUTHEAST FROM POWER POLE WITH STREET LIGHT,
 ED2030'52.2 METERS NORTH-NORTHEAST FROM THE CENTERLINE OF STATE HIGHWAY
 ED2030'417 AND
 ED2030'6.85 METERS NORTHEAST FROM POWER POLE NUMBER 65S,53.
 ED2030'
 ED2030'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2030'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2030
 ED2030                          STATION RECOVERY (1979)
 ED2030
 ED2030'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2030'RECOVERED IN GOOD CONDITION.
 ED2030
 ED2030                          STATION RECOVERY (1991)
 ED2030
 ED2030'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2030'STATION IS LOCATED 1.8 MILES EAST NORTHEAST OF SIMPSONVILLE.
 ED2030'OWNERSHIP--SIMPSONVILLE FIRST FREEWILL BAPTIST CHURCH.  TO REACH THE
 ED2030'STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 (MAIN STREET) AND 417
 ED2030'(CURTIS STREET) IN SIMPSONVILLE, GO EAST NORTHEAST ON HIGHWAY 417 FOR
 ED2030'0.9 MILE TO THE JUNCTION OF STATE ROAD 161 (FOWLER ROAD) RIGHT AND
 ED2030'WAGON CREEK DRIVE LEFT, CONTINUE ON HIGHWAY 417 FOR 0.9 MILE TO THE
 ED2030'STATION ON THE LEFT IN FRONT OF THE SIMPSONVILLE FIRST FREEWILL
 ED2030'BAPTIST CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED2030'5.0 FEET ABOVE THE HIGHWAY, 50.0 FEET NORTH NORTHWEST OF THE CENTER
 ED2030'OF THE HIGHWAY, 17.0 FEET EAST NORTHEAST OF THE EAST CORNER OF A
 ED2030'BRICK SIGN FOR THE CHURCH, 24.6 FEET NORTH NORTHEAST OF A POWER POLE
 ED2030'NUMBER 2/46, 68.0 FEET SOUTHEAST OF A POWER POLE WITH A SECURITY
 ED2030'LIGHT, 80.9 FEET EAST SOUTHEAST OF THE EAST CORNER OF THE MAIN PART
 ED2030'OF THE CHURCH BUILDING.  RECOVERED BY T. HALL.
 ED2030
 ED2030                          STATION RECOVERY (2000)
 ED2030
 ED2030'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2030'NOT RECOVERED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL
 ED2030'TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATED THIS STATION
 ED2030'WITH NO RESULTS, PRESUMED DESTROYED BY AREA BEING GRADED AND CLEARED
 ED2030'FOR NEW CHURCH BUILDING.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3545 ***********************************************************************
 ED3545  DESIGNATION -  23 049 RESET
 ED3545  PID         -  ED3545
 ED3545  STATE/COUNTY-  SC/GREENVILLE
 ED3545  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3545
 ED3545                         *CURRENT SURVEY CONTROL
 ED3545  ___________________________________________________________________
 ED3545* NAD 83(2001)-  34 44 32.20233(N)    082 13 59.97791(W)     ADJUSTED  
 ED3545* NAVD 88     -       264.626  (meters)     868.19   (feet)  ADJUSTED  
 ED3545  ___________________________________________________________________
 ED3545  X           -     709,071.011 (meters)                     COMP
 ED3545  Y           -  -5,198,832.813 (meters)                     COMP
 ED3545  Z           -   3,614,542.686 (meters)                     COMP
 ED3545  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 ED3545  ELLIP HEIGHT-         233.55  (meters)          (03/13/03) GPS OBS
 ED3545  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 ED3545  DYNAMIC HT  -         264.358 (meters)     867.31  (feet)  COMP
 ED3545  MODELED GRAV-     979,615.9   (mgal)                       NAVD 88
 ED3545
 ED3545  HORZ ORDER  -  FIRST
 ED3545  VERT ORDER  -  FIRST     CLASS II
 ED3545  ELLP ORDER  -  FOURTH    CLASS II
 ED3545
 ED3545.The horizontal coordinates were established by GPS observations
 ED3545.and adjusted by the National Geodetic Survey in March 2003..
 ED3545
 ED3545.The orthometric height was determined by differential leveling
 ED3545.and adjusted by the National Geodetic Survey in August 1993..
 ED3545
 ED3545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3545
 ED3545.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3545
 ED3545.The ellipsoidal height was determined by GPS observations
 ED3545.and is referenced to NAD 83.
 ED3545
 ED3545.The geoid height was determined by GEOID03.
 ED3545
 ED3545.The dynamic height is computed by dividing the NAVD 88
 ED3545.geopotential number by the normal gravity value computed on the
 ED3545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3545.degrees latitude (g = 980.6199 gals.).
 ED3545
 ED3545.The modeled gravity was interpolated from observed gravity values.
 ED3545
 ED3545;                    North         East     Units Scale Factor Converg.
 ED3545;SPC SC       -   323,278.931   496,666.141   MT  0.99996891   -0 41 01.5
 ED3545;SPC SC       - 1,060,626.41  1,629,482.09   iFT  0.99996891   -0 41 01.5
 ED3545;UTM  17      - 3,845,155.860   387,102.043   MT  0.99975710   -0 42 10.5
 ED3545
 ED3545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3545!SPC SC       -   0.99996334  x   0.99996891  =   0.99993225
 ED3545!UTM  17      -   0.99996334  x   0.99975710  =   0.99972045
 ED3545
 ED3545:                Primary Azimuth Mark                     Grid Az
 ED3545:SPC SC       -  23 049 AZ MK                             050 35 44.7
 ED3545:UTM  17      -  23 049 AZ MK                             050 36 53.7
 ED3545
 ED3545|---------------------------------------------------------------------|
 ED3545| PID    Reference Object                     Distance      Geod. Az  |
 ED3545|                                                           dddmmss.s |
 ED3545| ED2030 23 049 AZ MK                        APPROX. 0.8 KM 0495443.2 |
 ED3545| ED2029 SIMPSONVILLE CABLE TV MAST          APPROX. 0.7 KM 0603941.3 |
 ED3545|---------------------------------------------------------------------|
 ED3545
 ED3545                          SUPERSEDED SURVEY CONTROL
 ED3545
 ED3545  NAD 83(1986)-  34 44 32.21208(N)    082 13 59.97633(W) AD(       ) 1
 ED3545  NAD 83(1995)-  34 44 32.20231(N)    082 13 59.97768(W) AD(       ) 1
 ED3545  ELLIP H (04/18/02)  233.57   (m)                       GP(       ) 4 1
 ED3545  NAD 83(1986)-  34 44 32.21208(N)    082 13 59.97633(W) AD(       ) 2
 ED3545  NAVD 88 (04/18/02)  264.63   (m)          868.2    (f) LEVELING    3  
 ED3545  NGVD 29 (12/12/91)  264.708  (m)          868.46   (f) ADJUSTED    1 2
 ED3545
 ED3545.Superseded values are not recommended for survey control.
 ED3545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3545.See file dsdata.txt to determine how the superseded data were derived.
 ED3545
 ED3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8710245156(NAD 83)
 ED3545_MARKER: DD = SURVEY DISK
 ED3545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3545_SP_SET: CONCRETE POST
 ED3545_STAMPING: HORZ 23 049 1979 1991
 ED3545_MARK LOGO: SCGS  
 ED3545_PROJECTION: FLUSH
 ED3545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3545+STABILITY: SURFACE MOTION
 ED3545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3545+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ED3545
 ED3545  HISTORY     - Date     Condition        Report By
 ED3545  HISTORY     - 1991     MONUMENTED       SCGS
 ED3545  HISTORY     - 20000719 GOOD             SCGS
 ED3545  HISTORY     - 20040819 GOOD             WOOLPT
 ED3545
 ED3545                          STATION DESCRIPTION
 ED3545
 ED3545'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3545'STATION IS LOCATED 1.25 MILES EAST OF SIMPSONVILLE.
 ED3545'OWNERSHIP--EVELYN F. RICE, CURTIS STREET, SIMPSONVILLE, SC 29681,
 ED3545'PHONE 803-967-3501 OR 803-963-5310.  TO REACH THE STATION FROM THE
 ED3545'JUNCTION OF STATE HIGHWAYS 14 (MAIN STREET) AND 417 (CURTIS STREET)
 ED3545'IN SIMPSONVILLE, GO EAST NORTHEAST ON HIGHWAY 417 FOR 0.9 MILE TO THE
 ED3545'JUNCTION OF STATE ROAD 161 (FOWLER ROAD) RIGHT AND WAGON CREEK DRIVE
 ED3545'LEFT, CONTINUE ON HIGHWAY 417 FOR 0.4 MILE TO THE STATION NEAR A
 ED3545'POWER POLE IN THE WEST ANGLE OF A DRIVEWAY LEADING TO A WOODEN HOUSE
 ED3545'(AT A POINT WHEN THE FOUR LANE HIGHWAY MERGES TO TWO LANES).  STATION
 ED3545'IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE THE
 ED3545'HIGHWAY, 8.4 FEET NORTHEAST OF THE POWER POLE NUMBER 2/32, 28.0 FEET
 ED3545'WEST OF THE CENTER OF THE DRIVEWAY, 41.4 FEET NORTH NORTHWEST OF THE
 ED3545'CENTER OF THE HIGHWAY, 4.4 FEET NORTHEAST OF A WITNESS POST.
 ED3545'DESCRIBED BY T. HALL.
 ED3545
 ED3545                          STATION RECOVERY (2000)
 ED3545
 ED3545'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3545'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTHWEST OF FOUNTAIN INN, 11.8
 ED3545'MILES (19.0 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED3545'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3545'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3545'HIGHWAYS 14 (MAIN STREET) AND 417 IN SIMPSONVILLE, GO EAST NORTHEAST
 ED3545'ON HIGHWAY 417 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 161
 ED3545', CONTINUE ON HIGHWAY 417 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE
 ED3545'LEFT NEAR A POWER POLE IN THE WEST ANGLE OF A DRIVEWAY LEADING TO A
 ED3545'VINYL-SIDED HOUSE NUMBER 1205.  STATION IS A CONCRETE POST PROJECTING
 ED3545'0.1 FOOT (3.0 CM) AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 41.3 FEET
 ED3545'(12.6 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 25.3 FEET (7.7
 ED3545'M) WEST OF THE CENTER OF THE DRIVEWAY, 8.6 FEET (2.6 M) NORTHEAST OF
 ED3545'THE POWER POLE 2/32 WITH A SCGS REFERENCE WASHER ATTACHED, 4.3 FEET
 ED3545'(1.3 M) NORTHEAST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 ED3545
 ED3545                          STATION RECOVERY (2004)
 ED3545
 ED3545'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 ED3545'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2061 ***********************************************************************
 ED2061  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2061  DESIGNATION -  23 050
 ED2061  PID         -  ED2061
 ED2061  STATE/COUNTY-  SC/GREENVILLE
 ED2061  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2061
 ED2061                         *CURRENT SURVEY CONTROL
 ED2061  ___________________________________________________________________
 ED2061* NAD 83(2001)-  34 41 21.60760(N)    082 19 19.14896(W)     ADJUSTED  
 ED2061* NAVD 88     -       251.78   (meters)     826.0    (feet)  GPS OBS   
 ED2061  ___________________________________________________________________
 ED2061  X           -     701,471.085 (meters)                     COMP
 ED2061  Y           -  -5,203,228.448 (meters)                     COMP
 ED2061  Z           -   3,609,707.557 (meters)                     COMP
 ED2061  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 ED2061  ELLIP HEIGHT-         220.87  (meters)          (03/13/03) GPS OBS
 ED2061  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 ED2061
 ED2061  HORZ ORDER  -  FIRST
 ED2061  ELLP ORDER  -  FOURTH    CLASS II
 ED2061
 ED2061.The horizontal coordinates were established by GPS observations
 ED2061.and adjusted by the National Geodetic Survey in March 2003..
 ED2061
 ED2061.The orthometric height was determined by GPS observations and a
 ED2061.high-resolution geoid model using precise GPS observation and
 ED2061.processing techniques.
 ED2061
 ED2061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2061
 ED2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2061
 ED2061.The ellipsoidal height was determined by GPS observations
 ED2061.and is referenced to NAD 83.
 ED2061
 ED2061.The geoid height was determined by GEOID03.
 ED2061
 ED2061;                    North         East     Units Scale Factor Converg.
 ED2061;SPC SC       -   317,506.759   488,473.113   MT  0.99995201   -0 43 58.5
 ED2061;SPC SC       - 1,041,688.84  1,602,602.08   iFT  0.99995201   -0 43 58.5
 ED2061;UTM  17      - 3,839,387.565   378,908.633   MT  0.99978073   -0 45 08.9
 ED2061
 ED2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2061!SPC SC       -   0.99996533  x   0.99995201  =   0.99991734
 ED2061!UTM  17      -   0.99996533  x   0.99978073  =   0.99974607
 ED2061
 ED2061:                Primary Azimuth Mark                     Grid Az
 ED2061:SPC SC       -  23 050 AZ MK PTA                         167 49 35.9
 ED2061:UTM  17      -  23 050 AZ MK PTA                         167 50 46.3
 ED2061
 ED2061|---------------------------------------------------------------------|
 ED2061| PID    Reference Object                     Distance      Geod. Az  |
 ED2061|                                                           dddmmss.s |
 ED2061| ED2059 23 050 AZ MK PTA                    450.150 METERS 1670537.4 |
 ED2061| ED2058 23 050 AZ MK                        457.147 METERS 1670539.2 |
 ED2061|---------------------------------------------------------------------|
 ED2061
 ED2061                          SUPERSEDED SURVEY CONTROL
 ED2061
 ED2061  NAD 83(1986)-  34 41 21.61629(N)    082 19 19.14873(W) AD(       ) 1
 ED2061  NAD 83(1995)-  34 41 21.60713(N)    082 19 19.14868(W) AD(       ) 1
 ED2061  ELLIP H (04/18/02)  220.88   (m)                       GP(       ) 4 1
 ED2061  NAD 83(1986)-  34 41 21.61629(N)    082 19 19.14873(W) AD(       ) 2
 ED2061  NAD 27      -  34 41 21.19444(N)    082 19 19.71346(W) AD(       ) 2
 ED2061  NGVD 29 (07/19/86)  252.1    (m)          827.     (f) VERT ANG       
 ED2061
 ED2061.Superseded values are not recommended for survey control.
 ED2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2061.See file dsdata.txt to determine how the superseded data were derived.
 ED2061
 ED2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7890939388(NAD 83)
 ED2061_MARKER: DD = SURVEY DISK
 ED2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2061_STAMPING: HORZ 23 050 1979
 ED2061_MARK LOGO: SCGS  
 ED2061_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2061+STABILITY: SURFACE MOTION
 ED2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2061+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 ED2061
 ED2061  HISTORY     - Date     Condition        Report By
 ED2061  HISTORY     - 1979     MONUMENTED       SCGS
 ED2061  HISTORY     - 20000809 GOOD             SCGS
 ED2061
 ED2061                          STATION DESCRIPTION
 ED2061
 ED2061'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2061'THE STATION IS LOCATED ABOUT 19-1/4 KM SOUTH OF DOWNTOWN
 ED2061'GREENVILLE, 9-3/4 KM WEST OF FOUNTAIN INN AND 6-1/2 KM SOUTHEAST
 ED2061'OF MOONVILLE AND ON THE NORTH EDGE OF A CEMETARY OF REEDY FORK
 ED2061'BAPTIST CHURCH.
 ED2061'
 ED2061'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2061'STATE HIGHWAY 418, ON THE SOUTH SIDE OF FOUNTAIN INN.  GO
 ED2061'SOUTHWESTERLY ON STATE HIGHWAY 418 FOR 1.2 KM (0.75 MI) TO
 ED2061'A PAVED SIDE ROAD RIGHT (STATE HIGHWAY 418).  TURN RIGHT AND
 ED2061'GO WEST-SOUTHWESTERLY ON STATE HIGHWAY 418 FOR 4.2 KM (2.6 MI)
 ED2061'TO A PAVED CROSSROAD (FAIRVIEW ROAD).  CONTINUE WEST-SOUTH-
 ED2061'WESTERLY ON STATE HIGHWAY 418 FOR 3.3 KM (2.05 MI) TO A BRIDGE
 ED2061'OVER REEDY RIVER.  CONTINUE ON STATE HIGHWAY 418 FOR 1.1 KM
 ED2061'(0.7 MI) TO A PAVED CROSSROAD AT TOP OF RIDGE (FORK SHOALS ROAD).
 ED2061'TURN RIGHT AND GO NORTHERLY ON FORK SHOALS ROAD FOR 4.4 KM
 ED2061'(2.75 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY
 ED2061'ON FORK SHOALS ROAD FOR 0.4 KM (0.25 MI) TO A SIDE ROAD RIGHT,
 ED2061'JUST AFTER THE REEDY FORK BAPTIST CHURCH CEMETARY.  TURN RIGHT AND
 ED2061'GO EAST ON PAVED ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON
 ED2061'THE RIGHT.
 ED2061'
 ED2061'THE STATION IS A STANDARD SCGS DISK
 ED2061'STAMPED---HORZ 23 050 1979---,
 ED2061'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2061'FLUSH WITH GROUND.  IT IS LOCATED
 ED2061'21.3 METERS NORTHWEST FROM A GRANITE HEADSTONE MARKED WITH NAME
 ED2061'HILL,
 ED2061'6.0 METERS SOUTH FROM A ROAD CENTER AND
 ED2061'1.0 METER SOUTH FROM A METAL WITNESS POST.
 ED2061'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2061'STAMPED---HORZ 23 050 1979---,
 ED2061'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2061'
 ED2061'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2061'STAMPED---AZ MK 23 050 1979---,
 ED2061'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2061'FLUSH WITH GROUND.  IT IS LOCATED
 ED2061'17.8 METERS WEST-NORTHWEST FROM A POWER POLE,
 ED2061'9.50 METERS NORTH FROM A PAVED DRIVEWAY,
 ED2061'8.50 METERS WEST FROM THE CENTER OF A PAVED ROAD AND
 ED2061'1.15 METERS WEST FROM A METAL WITNESS POST.
 ED2061'
 ED2061'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2061'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2061
 ED2061                          STATION RECOVERY (2000)
 ED2061
 ED2061'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2061'STATION IS LOCATED 7.1 MILES (11.4 KM) WEST OF FOUNTAIN INN, 12.6
 ED2061'MILES (20.3 KM) SOUTH SOUTHEAST OF GREENVILLE.  OWNERSHIP--REEDY FORK
 ED2061'BAPTIST CHURCH, 3115 FORK SHOALS ROAD, FOUNTAIN INN, SC 29644.  TO
 ED2061'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 25 AND 418 IN
 ED2061'WARE PLACE, GO NORTHEAST ON HIGHWAY 418 FOR 5.1 MILES (8.2 KM) TO THE
 ED2061'JUNCTION OF STATE ROAD 146 (FORK SHOALS ROAD) , TURN LEFT ON ROAD 146
 ED2061'FOR 3.0 MILES (4.8 KM) TO THE JUNCTION OF STATE ROAD 18 (FAIRGROUND
 ED2061'ROAD) , TURN RIGHT ON ROAD 18 FOR 0.05 MILE (0.08 KM) TO THE STATION
 ED2061'ON THE RIGHT AT THE EDGE OF A CEMETERY.  STATION IS A CONCRETE POST
 ED2061'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 19.7 FEET (6.0 M) SOUTH
 ED2061'OF THE CENTER OF THE ROAD, 31.9 FEET (9.7 M) WEST NORTHWEST OF THE
 ED2061'NORTHWEST CORNER OF THE BASE OF A HEADSTONE (JACKSON) , 28.5 FEET (8.7
 ED2061'M) EAST OF A 0.5-FOOT PEAR TREE WITH A SCGS REFERENCE WASHER ATTACHED,
 ED2061'84.8 FEET (25.8 M) WEST OF THE WEST END OF A 1.0-FOOT CONCRETE PIPE
 ED2061'CULVERT BENEATH A GRAVEL CEMETERY ENTRANCE ROAD, 3.4 FEET (1.0 M)
 ED2061'SOUTH OF A WITNESS POST.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2058 ***********************************************************************
 ED2058  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2058  DESIGNATION -  23 050 AZ MK
 ED2058  PID         -  ED2058
 ED2058  STATE/COUNTY-  SC/GREENVILLE
 ED2058  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2058
 ED2058                         *CURRENT SURVEY CONTROL
 ED2058  ___________________________________________________________________
 ED2058* NAD 83(2001)-  34 41 07.14724(N)    082 19 15.13776(W)     ADJUSTED  
 ED2058* NAVD 88     -       249.65   (meters)     819.1    (feet)  GPS OBS   
 ED2058  ___________________________________________________________________
 ED2058  X           -     701,605.926 (meters)                     COMP
 ED2058  Y           -  -5,203,464.402 (meters)                     COMP
 ED2058  Z           -   3,609,339.935 (meters)                     COMP
 ED2058  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 ED2058  ELLIP HEIGHT-         218.75  (meters)          (03/13/03) GPS OBS
 ED2058  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ED2058
 ED2058  HORZ ORDER  -  FIRST
 ED2058  ELLP ORDER  -  FOURTH    CLASS II
 ED2058
 ED2058.The horizontal coordinates were established by GPS observations
 ED2058.and adjusted by the National Geodetic Survey in March 2003..
 ED2058
 ED2058.The orthometric height was determined by GPS observations and a
 ED2058.high-resolution geoid model using precise GPS observation and
 ED2058.processing techniques.
 ED2058
 ED2058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2058
 ED2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2058
 ED2058.The ellipsoidal height was determined by GPS observations
 ED2058.and is referenced to NAD 83.
 ED2058
 ED2058.The geoid height was determined by GEOID03.
 ED2058
 ED2058;                    North         East     Units Scale Factor Converg.
 ED2058;SPC SC       -   317,059.912   488,569.503   MT  0.99995076   -0 43 56.2
 ED2058;SPC SC       - 1,040,222.81  1,602,918.32   iFT  0.99995076   -0 43 56.2
 ED2058;UTM  17      - 3,838,940.762   379,004.855   MT  0.99978044   -0 45 06.3
 ED2058
 ED2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2058!SPC SC       -   0.99996566  x   0.99995076  =   0.99991643
 ED2058!UTM  17      -   0.99996566  x   0.99978044  =   0.99974611
 ED2058
 ED2058:                Primary Azimuth Mark                     Grid Az
 ED2058:SPC SC       -  23 050                                   347 49 37.6
 ED2058:UTM  17      -  23 050                                   347 50 47.7
 ED2058
 ED2058|---------------------------------------------------------------------|
 ED2058| PID    Reference Object                     Distance      Geod. Az  |
 ED2058|                                                           dddmmss.s |
 ED2058| ED2061 23 050                              457.147 METERS 3470541.4 |
 ED2058|---------------------------------------------------------------------|
 ED2058
 ED2058                          SUPERSEDED SURVEY CONTROL
 ED2058
 ED2058  NAD 83(1986)-  34 41 07.15612(N)    082 19 15.13767(W) AD(       ) 1
 ED2058  NAD 83(1995)-  34 41 07.14664(N)    082 19 15.13743(W) AD(       ) 1
 ED2058  ELLIP H (04/18/02)  218.77   (m)                       GP(       ) 4 1
 ED2058  NAD 83(1986)-  34 41 07.15418(N)    082 19 15.13757(W) AD(       ) 2
 ED2058  NAD 27      -  34 41 06.73193(N)    082 19 15.70274(W) AD(       ) 2
 ED2058  NGVD 29 (07/19/86)  249.9    (m)          820.     (f) VERT ANG       
 ED2058
 ED2058.Superseded values are not recommended for survey control.
 ED2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2058.See file dsdata.txt to determine how the superseded data were derived.
 ED2058
 ED2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7900538941(NAD 83)
 ED2058_MARKER: DD = SURVEY DISK
 ED2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2058_STAMPING: AZ MK 23 050 1979
 ED2058_MARK LOGO: SCGS  
 ED2058_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2058+STABILITY: SURFACE MOTION
 ED2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2058+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 ED2058
 ED2058  HISTORY     - Date     Condition        Report By
 ED2058  HISTORY     - 1979     MONUMENTED       SCGS
 ED2058  HISTORY     - 20000809 GOOD             SCGS
 ED2058
 ED2058                          STATION DESCRIPTION
 ED2058
 ED2058'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2058'THE STATION IS LOCATED ABOUT 19-1/4 KM SOUTH OF DOWNTOWN
 ED2058'GREENVILLE, 9-3/4 KM WEST OF FOUNTAIN INN AND 6-1/2 KM SOUTHEAST
 ED2058'OF MOONVILLE IN THE NORTH EDGE OF THE CEMENTARY OF THE REEDY
 ED2058'FORK BAPTIST CHURCH.
 ED2058'
 ED2058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2058'STATE HIGHWAY 418 ON THE SOUTH SIDE OF FOUNTAIN INN.  GO
 ED2058'SOUTHWESTERLY ON STATE HIGHWAY 418 FOR 1.2 KM (0.75 MI) TO A
 ED2058'PAVE SIDE ROAD RIGHT (STATE HIGHWAY 418).  TURN RIGHT ON HIGHWAY
 ED2058'418 AND GO WEST-SOUTHWEST FOR 2 KM (2.6 MI) TO A PAVED CROSSROAD
 ED2058'(FAIRVIEW ROAD).  CONTINUE WEST-SOUTHWEST ON HIGHWAY 418 FOR
 ED2058'3.3 KM (2.05 MI) TO A BRIDGE OVER REEDY RIVER.  CONTINUE ON
 ED2058'HIGHWAY 418 FOR 1.1 KM (0.7 MI) TO A PAVED CROSSROAD AT TOP OF
 ED2058'RIDGE (FORK SHOALS ROAD).  TURN RIGHT AND GO NORTH ON FORK SHOALS
 ED2058'ROAD FOR 4.4 KM (2.75 MI) TO THE STATION ON THE LEFT, JUST AFTER
 ED2058'PASSING A PAVED DRIVEWAY.
 ED2058'
 ED2058'THE STATION IS A STANDARD SCGS DISK
 ED2058'STAMPED---AZ MK 23 050 1979---,
 ED2058'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2058'FLUSH WITH GROUND.  IT IS LOCATED
 ED2058'17.80 METERS WEST-NORTHWEST FROM A POWER POLE,
 ED2058'9.50 METERS NORTH FROM A PAVED DRIVEWAY,
 ED2058'8.5 METERS WEST FROM THE CENTER OF PAVED ROAD AND
 ED2058'1.15 METERS WEST FROM A METAL WITNESS POST.
 ED2058'
 ED2058'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2058'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2058
 ED2058                          STATION RECOVERY (2000)
 ED2058
 ED2058'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2058'STATION IS LOCATED 7.1 MILES (11.4 KM) WEST OF FOUNTAIN INN, 12.2
 ED2058'MILES (19.6 KM) SOUTH SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED2058'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2058'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2058'25 AND 418 IN WARE PLACE, GO NORTHEAST ON HIGHWAY 418 FOR 5.1 MILES
 ED2058'(8.2 KM) TO THE JUNCTION OF STATE ROAD 146 (FORK SHOALS ROAD) , TURN
 ED2058'LEFT ON ROAD 146 FOR 2.8 MILES (4.5 KM) TO THE STATION ON THE LEFT IN
 ED2058'THE NORTHWEST ANGLE OF AN ASPHALT DRIVEWAY LEADING TO WOODEN HOUSE
 ED2058'NUMBER 3221.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 ED2058'FOOT (0.3 M) ABOVE THE ROAD, 28.4 FEET (8.7 M) WEST SOUTHWEST OF THE
 ED2058'CENTER OF THE ROAD, 31.1 FEET (9.5 M) NORTH NORTHWEST OF THE CENTER OF
 ED2058'THE DRIVEWAY, 125.8 FEET (38.3 M) NORTH NORTHWEST OF A 2.0-FOOT OAK
 ED2058'TREE, 58.2 FEET (17.7 M) WEST OF A POWER POLE WITH A TRANSFORMER AND A
 ED2058'SCGS REFERENCE WASHER ATTACHED, 3.9 FEET (1.2 M) WEST SOUTHWEST OF A
 ED2058'WITNESS POST.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2066 ***********************************************************************
 ED2066  DESIGNATION -  23 051
 ED2066  PID         -  ED2066
 ED2066  STATE/COUNTY-  SC/GREENVILLE
 ED2066  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2066
 ED2066                         *CURRENT SURVEY CONTROL
 ED2066  ___________________________________________________________________
 ED2066* NAD 83(2001)-  34 39 18.20158(N)    082 20 44.17484(W)     ADJUSTED  
 ED2066* NAVD 88     -       241.534  (meters)     792.43   (feet)  ADJUSTED  
 ED2066  ___________________________________________________________________
 ED2066  X           -     699,613.210 (meters)                     COMP
 ED2066  Y           -  -5,205,652.988 (meters)                     COMP
 ED2066  Z           -   3,606,574.180 (meters)                     COMP
 ED2066  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 ED2066  ELLIP HEIGHT-         210.69  (meters)          (03/13/03) GPS OBS
 ED2066  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED2066  DYNAMIC HT  -         241.288 (meters)     791.63  (feet)  COMP
 ED2066  MODELED GRAV-     979,614.1   (mgal)                       NAVD 88
 ED2066
 ED2066  HORZ ORDER  -  FIRST
 ED2066  VERT ORDER  -  FIRST     CLASS II
 ED2066  ELLP ORDER  -  FOURTH    CLASS II
 ED2066
 ED2066.The horizontal coordinates were established by GPS observations
 ED2066.and adjusted by the National Geodetic Survey in March 2003..
 ED2066
 ED2066.The orthometric height was determined by differential leveling
 ED2066.and adjusted by the National Geodetic Survey in August 1993..
 ED2066
 ED2066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2066
 ED2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2066
 ED2066.The ellipsoidal height was determined by GPS observations
 ED2066.and is referenced to NAD 83.
 ED2066
 ED2066.The geoid height was determined by GEOID03.
 ED2066
 ED2066.The dynamic height is computed by dividing the NAVD 88
 ED2066.geopotential number by the normal gravity value computed on the
 ED2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2066.degrees latitude (g = 980.6199 gals.).
 ED2066
 ED2066.The modeled gravity was interpolated from observed gravity values.
 ED2066
 ED2066;                    North         East     Units Scale Factor Converg.
 ED2066;SPC SC       -   313,732.436   486,259.699   MT  0.99994152   -0 44 45.6
 ED2066;SPC SC       - 1,029,305.89  1,595,340.22   iFT  0.99994152   -0 44 45.6
 ED2066;UTM  17      - 3,835,614.606   376,694.302   MT  0.99978740   -0 45 54.9
 ED2066
 ED2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2066!SPC SC       -   0.99996693  x   0.99994152  =   0.99990845
 ED2066!UTM  17      -   0.99996693  x   0.99978740  =   0.99975434
 ED2066
 ED2066|---------------------------------------------------------------------|
 ED2066| PID    Reference Object                     Distance      Geod. Az  |
 ED2066|                                                           dddmmss.s |
 ED2066| ED2065 23 051 PTA                            5.132 METERS 07241     |
 ED2066| ED2070 23 051 AZ MK                        APPROX. 0.9 KM 2121506.7 |
 ED2066|---------------------------------------------------------------------|
 ED2066
 ED2066                          SUPERSEDED SURVEY CONTROL
 ED2066
 ED2066  NAD 83(1986)-  34 39 18.21070(N)    082 20 44.17494(W) AD(       ) 1
 ED2066  NAD 83(1995)-  34 39 18.20090(N)    082 20 44.17448(W) AD(       ) 1
 ED2066  ELLIP H (04/18/02)  210.71   (m)                       GP(       ) 4 1
 ED2066  NAD 83(1986)-  34 39 18.21062(N)    082 20 44.17333(W) AD(       ) 2
 ED2066  NAD 27      -  34 39 17.78721(N)    082 20 44.73830(W) AD(       ) 2
 ED2066  NAVD 88 (04/18/02)  241.53   (m)          792.4    (f) LEVELING    3  
 ED2066  NGVD 29 (12/12/91)  241.628  (m)          792.74   (f) ADJUSTED    1 2
 ED2066
 ED2066.Superseded values are not recommended for survey control.
 ED2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2066.See file dsdata.txt to determine how the superseded data were derived.
 ED2066
 ED2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7669435615(NAD 83)
 ED2066_MARKER: DD = SURVEY DISK
 ED2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2066_SP_SET: CONCRETE POST
 ED2066_STAMPING: HORZ 23 051 1979
 ED2066_MARK LOGO: SCGS  
 ED2066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2066+STABILITY: SURFACE MOTION
 ED2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2066+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 ED2066
 ED2066  HISTORY     - Date     Condition        Report By
 ED2066  HISTORY     - 1979     MONUMENTED       SCGS
 ED2066  HISTORY     - 1979     GOOD             SCGS
 ED2066  HISTORY     - 19911002 GOOD             SCGS
 ED2066  HISTORY     - 20000712 GOOD             SCGS
 ED2066
 ED2066                          STATION DESCRIPTION
 ED2066
 ED2066'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (BRL)
 ED2066'THE STATION IS LOCATED ABOUT 21 KM SOUTH OF DOWNTOWN GREENVILLE,
 ED2066'12-3/4 KM WEST OF FOUNTAIN INN, 4-3/4 KM EAST OF WARE PLACE,
 ED2066'1-1/4 KM WEST OF OAKLAWN CORRECTIONAL CENTER AND ON
 ED2066'S-23-671 ROAD RIGHT-OF-WAY.
 ED2066'
 ED2066'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2066'STATE HIGHWAY 418, JUST WEST OF FOUNTAIN INN.  GO WEST ON HIGHWAY
 ED2066'418 FOR 6.8 KM (4.2 MI) TO THE JUNCTION OF STATE HIGHWAY 55.
 ED2066'CONTINUE SOUTHWEST ON HIGHWAY 418 FOR 4.5 KM (2.8 MI) TO THE
 ED2066'JUNCTION WITH HIGHWAY S-23-146 (FORK SHOALS ROAD).  TURN RIGHT
 ED2066'AND GO NORTHERLY ON FORK SHOALS ROAD FOR 2.1 KM (1.3 MI) TO THE
 ED2066'ENTRANCE TO FORK SHOALS LOOKOUT TOWER ON THE RIGHT, CONTINUE
 ED2066'STRAIGHT AHEAD NORTH FOR 0.6 KM (0.4 MI) TO THE JUNCTION WITH
 ED2066'OAKLAND ROAD (S-23-67) AND SIGN TO OAKLAND CORRECTIONAL
 ED2066'CENTER.  TURN LEFT AND GO SOUTHWEST ON OAKLAND ROAD FOR 1.9 KM
 ED2066'(1.2 MI) TO THE ENTRANCE TO THE OAKLAND CORRECTIONAL CENTER.
 ED2066'CONTINUE STRAIGHT AHEAD SOUTHWEST FOR 1.3 KM (0.8 MI) TO THE
 ED2066'STATION ON THE RIGHT.
 ED2066'
 ED2066'THE STATION IS A STANDARD SCGS DISK
 ED2066'STAMPED---HORZ 23 051 1979---,
 ED2066'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2066'FLUSH WITH GROUND.  IT IS LOCATED
 ED2066'24.7 METERS SOUTHWEST FROM A ROAD SIGN, ALVERSON ROAD
 ED2066'AND OAKLAWN ROAD,
 ED2066'18.6 METERS SOUTHWEST FROM THE CENTERLINE OF ALVERSON
 ED2066'ROAD,
 ED2066'10.4 METERS SOUTHWEST FROM THE SOUTHWEST END OF A 30 CM
 ED2066'DIAMETER CULVERT,
 ED2066'7.6 METERS NORTHWEST FROM THE CENTERLINE OF OAKLAND
 ED2066'ROAD AND
 ED2066'5.91 METERS SOUTH FROM A 10 CM DIAMETER DOGWOOD TREE.
 ED2066'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2066'STAMPED---HORZ 23 051 1979---,
 ED2066'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2066'
 ED2066'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2066'STAMPED---AZ MK 23 051 1979---,
 ED2066'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2066'FLUSH WITH GROUND.  IT IS LOCATED
 ED2066'9.75 METERS EAST FROM THE CENTERLINE OF OAKLAND ROAD,
 ED2066'1.22 METERS NORTH FROM A UTILITY POLE AND
 ED2066'0.61 METER WEST FROM A METAL WITNESS POST.
 ED2066'
 ED2066'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST FOR
 ED2066'0.2 KM (0.1 MI) TO WHERE A POWERLINE CROSSES THE ROAD, CONTINUE
 ED2066'SOUTHWEST FOR 0.7 KM (0.45 MI) TO THE MARK ON THE LEFT.
 ED2066'
 ED2066'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2066'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2066
 ED2066                          STATION RECOVERY (1979)
 ED2066
 ED2066'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2066'RECOVERED IN GOOD CONDITION.
 ED2066
 ED2066                          STATION RECOVERY (1991)
 ED2066
 ED2066'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2066'STATION IS LOCATED 3.2 MILES NORTHEAST OF WARE PLACE.
 ED2066'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2066'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED2066'THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN
 ED2066'WARE PLACE, GO NORTHEAST ON HIGHWAY 418 FOR 1.15 MILES TO THE
 ED2066'JUNCTION OF STATE ROAD 459, CONTINUE AHEAD ON ROAD 459 FOR 1.3 MILES
 ED2066'TO THE JUNCTION OF STATE ROAD 50 (REEDY FORK ROAD), TURN LEFT ON ROAD
 ED2066'50 FOR 0.05 MILE TO THE JUNCTION OF STATE ROAD 671 (OAKLAWN ROAD),
 ED2066'TURN RIGHT ON ROAD 671 FOR 0.85 MILE TO THE JUNCTION OF A ROAD LEFT
 ED2066'(ALVERSON ROAD) AND THE STATION IN THE WEST ANGLE OF THE JUNCTION.
 ED2066'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2066'ROADS, 25.5 FEET NORTHWEST OF THE CENTER OF ROAD 671, 34.4 FEET
 ED2066'SOUTHWEST OF THE CENTER OF ALVERSON ROAD, 62.0 FEET SOUTHWEST OF THE
 ED2066'SOUTHWEST END OF A 14-INCH CONCRETE PIPE CULVERT BENEATH THE ROAD,
 ED2066'62.2 FEET SOUTH OF A POWER POLE WITH THREE GUY WIRES, 79.8 FEET EAST
 ED2066'OF A 22-INCH LIVE OAK TREE.  RECOVERED BY T. HALL.
 ED2066
 ED2066                          STATION RECOVERY (2000)
 ED2066
 ED2066'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2066'STATION IS LOCATED 7.5 MILES (12.1 KM) EAST SOUTHEAST OF PIEDMONT,
 ED2066'13.9 MILES (22.4 KM) SOUTH SOUTHEAST OF GREENVILLE. OWNERSHIP--SCDOT,
 ED2066'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2066'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2066'HIGHWAYS 418 (OLD HUNDRED ROAD) , 8 (PELZER HIGHWAY) AND U.S.  HIGHWAY
 ED2066'25 (AUGUSTA ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF
 ED2066'PELZER, GO NORTHEAST ON HIGHWAY 418 FOR 1.15 MILES (1.85 KM) TO THE
 ED2066'JUNCTION OF STATE ROAD 459 (OLD HUNDRED ROAD) , CONTINUE AHEAD ON ROAD
 ED2066'459 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 50 (REEDY
 ED2066'FORK ROAD) , TURN LEFT ON ROAD 50 FOR 0.05 MILE (0.08 KM) TO THE
 ED2066'JUNCTION OF STATE ROAD 671 (OAKLAWN ROAD) , TURN RIGHT ON ROAD 671 FOR
 ED2066'0.85 MILE (1.37 KM) TO THE STATION ON THE LEFT IN THE WEST ANGLE OF
 ED2066'THE JUNCTION OF A PAVED ROAD LEFT (ALVERSON ROAD) .  STATION IS A
 ED2066'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD 671, 25.3 FEET
 ED2066'(7.7 M) NORTHWEST OF THE CENTER OF ROAD 671, 61.9 FEET (18.9 M)
 ED2066'SOUTHWEST OF THE CENTER OF ALVERSON ROAD, 59.5 FEET (18.1 M) SOUTH OF
 ED2066'A POWER POLE WITH TWO GUY WIRES, 40.6 FEET (12.4 M) SOUTH SOUTHWEST OF
 ED2066'THE CENTER OF A DRIVEWAY LEADING TO A WOOD HOUSE NUMBER 199.
 ED2066'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2070 ***********************************************************************
 ED2070  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2070  DESIGNATION -  23 051 AZ MK
 ED2070  PID         -  ED2070
 ED2070  STATE/COUNTY-  SC/GREENVILLE
 ED2070  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2070
 ED2070                         *CURRENT SURVEY CONTROL
 ED2070  ___________________________________________________________________
 ED2070* NAD 83(2001)-  34 38 54.81817(N)    082 21 02.02885(W)     ADJUSTED  
 ED2070* NAVD 88     -       249.06   (meters)     817.1    (feet)  GPS OBS   
 ED2070  ___________________________________________________________________
 ED2070  X           -     699,217.977 (meters)                     COMP
 ED2070  Y           -  -5,206,125.752 (meters)                     COMP
 ED2070  Z           -   3,605,985.703 (meters)                     COMP
 ED2070  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 ED2070  ELLIP HEIGHT-         218.24  (meters)          (03/13/03) GPS OBS
 ED2070  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 ED2070
 ED2070  HORZ ORDER  -  FIRST
 ED2070  ELLP ORDER  -  FOURTH    CLASS II
 ED2070
 ED2070.The horizontal coordinates were established by GPS observations
 ED2070.and adjusted by the National Geodetic Survey in March 2003..
 ED2070
 ED2070.The orthometric height was determined by GPS observations and a
 ED2070.high-resolution geoid model using precise GPS observation and
 ED2070.processing techniques.
 ED2070
 ED2070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2070
 ED2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2070
 ED2070.The ellipsoidal height was determined by GPS observations
 ED2070.and is referenced to NAD 83.
 ED2070
 ED2070.The geoid height was determined by GEOID03.
 ED2070
 ED2070;                    North         East     Units Scale Factor Converg.
 ED2070;SPC SC       -   313,017.909   485,795.718   MT  0.99993957   -0 44 55.5
 ED2070;SPC SC       - 1,026,961.64  1,593,817.97   iFT  0.99993957   -0 44 55.5
 ED2070;UTM  17      - 3,834,900.344   376,230.152   MT  0.99978881   -0 46 04.6
 ED2070
 ED2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2070!SPC SC       -   0.99996574  x   0.99993957  =   0.99990532
 ED2070!UTM  17      -   0.99996574  x   0.99978881  =   0.99975456
 ED2070
 ED2070:                Primary Azimuth Mark                     Grid Az
 ED2070:SPC SC       -  23 051                                   032 59 52.1
 ED2070:UTM  17      -  23 051                                   033 01 01.2
 ED2070
 ED2070|---------------------------------------------------------------------|
 ED2070| PID    Reference Object                     Distance      Geod. Az  |
 ED2070|                                                           dddmmss.s |
 ED2070| ED2066 23 051                              APPROX. 0.9 KM 0321456.6 |
 ED2070| ED2067 23 056 AZ MK                        APPROX. 1.7 KM 1723316.1 |
 ED2070|---------------------------------------------------------------------|
 ED2070
 ED2070                          SUPERSEDED SURVEY CONTROL
 ED2070
 ED2070  NAD 83(1986)-  34 38 54.82746(N)    082 21 02.02893(W) AD(       ) 1
 ED2070  NAD 83(1995)-  34 38 54.81776(N)    082 21 02.02871(W) AD(       ) 1
 ED2070  ELLIP H (04/18/02)  218.25   (m)                       GP(       ) 4 1
 ED2070  NAD 83(1986)-  34 38 54.82639(N)    082 21 02.02721(W) AD(       ) 2
 ED2070  NAD 27      -  34 38 54.40270(N)    082 21 02.59218(W) AD(       ) 2
 ED2070  NGVD 29 (07/19/86)  249.3    (m)          818.     (f) VERT ANG       
 ED2070
 ED2070.Superseded values are not recommended for survey control.
 ED2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2070.See file dsdata.txt to determine how the superseded data were derived.
 ED2070
 ED2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7623034900(NAD 83)
 ED2070_MARKER: DD = SURVEY DISK
 ED2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2070_STAMPING: AZ MK 23 051 1979
 ED2070_MARK LOGO: SCGS  
 ED2070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2070+STABILITY: SURFACE MOTION
 ED2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2070+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 ED2070
 ED2070  HISTORY     - Date     Condition        Report By
 ED2070  HISTORY     - 1979     MONUMENTED       SCGS
 ED2070  HISTORY     - 20000809 GOOD             SCGS
 ED2070
 ED2070                          STATION DESCRIPTION
 ED2070
 ED2070'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (BRL)
 ED2070'THE STATION IS LOCATED ABOUT 21 KM SOUTH OF DOWNTOWN GREENVILLE,
 ED2070'12-3/4 KM WEST OF FOUNTAIN INN, 4-3/4 KM EAST OF WARE PLACE,
 ED2070'2-1/4 KM WEST OF OAKLAND CORRECTIONAL CENTER AND ON ROAD S-23-671
 ED2070'RIGHT-OF-WAY.
 ED2070'
 ED2070'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2070'STATE HIGHWAY 418, JUST WEST OF FOUNTAIN INN.  GO WEST ON
 ED2070'HIGHWAY 418 FOR 6.8 KM (4.2 MI) TO THE JUNCTION OF STATE HIGHWAY
 ED2070'55.  CONTINUE SOUTHWEST ON HIGHWAY 418 FOR 4.5 KM (2.8 MI) TO THE
 ED2070'JUNCTION WITH HIGHWAY S-23-146 (FORK SHOALS ROAD).  TURN
 ED2070'RIGHT AND GO NORTHERLY ON FORK SHOALS ROAD FOR 2.1 KM (1.3 MI)
 ED2070'TO THE ENTRANCE TO FORK SHOALS LOOKOUT TOWER ON THE RIGHT.
 ED2070'CONTINUE STRAIGHT AHEAD NORTH FOR 0.6 KM (0.4 MI) TO THE JUNCTION
 ED2070'WITH OAKLAND ROAD (S-23-671) AND SIGN TO OAKLAND CORRECTIONAL
 ED2070'CENTER.  TURN LEFT AND GO SOUTHWEST ON OAKLAND ROAD FOR 1.9 KM
 ED2070'(1.2 MI) TO THE ENTRANCE TO THE OAKLAND CORRECTIONAL CENTER.
 ED2070'CONTINUE SOUTHWEST ON OAKLAND ROAD FOR 1.3 KM (0.8 MI) TO STATION
 ED2070'23 051 SCGS ON THE RIGHT.  CONTINUE SOUTHWEST ON OAKLAND ROAD FOR
 ED2070'0.2 KM (0.1 MI) TO WHERE A POWERLINE CROSSES THE ROAD, CONTINUE
 ED2070'SOUTHWEST FOR 0.7 KM (0.45 MI) TO THE STATION ON THE LEFT.
 ED2070'
 ED2070'THE STATION IS A STANDARD SCGS DISK
 ED2070'STAMPED---AZ MK 23 051 1979---,
 ED2070'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2070'FLUSH WITH GROUND.  IT IS LOCATED
 ED2070'9.75 METERS EAST FROM THE CENTERLINE OF OAKLAND ROAD,
 ED2070'1.22 METERS NORTH FROM A UTILITY POLE AND
 ED2070'0.61 METER WEST FROM A METAL WITNESS POST.
 ED2070'
 ED2070'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED2070'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2070
 ED2070                          STATION RECOVERY (2000)
 ED2070
 ED2070'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2070'STATION IS LOCATED 9.2 MILES (14.8 KM) WEST SOUTHWEST OF FOUNTAIN INN,
 ED2070'14.3 MILES (23.0 KM) SOUTH SOUTHEAST OF GREENVILLE. OWNERSHIP--SCDOT,
 ED2070'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2070'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2070'HIGHWAYS 418 (OLD HUNDRED ROAD) , 8 (PELZER HIGHWAY) AND U.S.  HIGHWAY
 ED2070'25 (AUGUSTA ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF
 ED2070'PELZER, GO NORTHEAST ON HIGHWAY 418 FOR 1.1 MILES (1.8 KM) TO THE FORK
 ED2070'JUNCTION OF STATE ROAD 459 (OLD HUNDRED ROAD) , CONTINUE AHEAD ON ROAD
 ED2070'459 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 50 (REEDY
 ED2070'FORK ROAD) , TURN LEFT ON ROAD 50 FOR 0.05 MILE (0.08 KM) TO THE
 ED2070'JUNCTION OF STATE ROAD 671 (OAKLAWN ROAD) , TURN RIGHT ON ROAD 671 FOR
 ED2070'0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A LONE CEDAR TREE.
 ED2070'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 1.5 FEET
 ED2070'(0.5 M) ABOVE THE ROAD, 31.0 FEET (9.4 M) EAST SOUTHEAST OF THE CENTER
 ED2070'OF THE ROAD, 71.6 FEET (21.8 M) SOUTHWEST OF A POWER POLE WITH A SCGS
 ED2070'REFERENCE WASHER ATTACHED, 2.9 FEET (0.9 M) EAST SOUTHEAST OF A WIRE
 ED2070'FENCE LINE, 7.4 FEET (2.3 M) NORTH NORTHEAST OF THE 1.0-FOOT CEDAR
 ED2070'TREE, 129.6 FEET (39.5 M) NORTH NORTHEAST OF A POWER POLE, 4.8 FEET
 ED2070'(1.5 M) EAST NORTHEAST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2027 ***********************************************************************
 ED2027  DESIGNATION -  23 052
 ED2027  PID         -  ED2027
 ED2027  STATE/COUNTY-  SC/GREENVILLE
 ED2027  USGS QUAD   -  FOUNTAIN INN (1983)
 ED2027
 ED2027                         *CURRENT SURVEY CONTROL
 ED2027  ___________________________________________________________________
 ED2027* NAD 83(2001)-  34 41 13.77316(N)    082 13 09.33587(W)     ADJUSTED  
 ED2027* NAVD 88     -       267.682  (meters)     878.22   (feet)  ADJUSTED  
 ED2027  ___________________________________________________________________
 ED2027  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 ED2027  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ED2027  DYNAMIC HT  -         267.411 (meters)     877.33  (feet)  COMP
 ED2027  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 ED2027
 ED2027  HORZ ORDER  -  SECOND
 ED2027  VERT ORDER  -  FIRST     CLASS II
 ED2027
 ED2027.The horizontal coordinates were established by classical geodetic methods
 ED2027.and adjusted by the National Geodetic Survey in March 2004..
 ED2027
 ED2027.The orthometric height was determined by differential leveling
 ED2027.and adjusted by the National Geodetic Survey in August 1993..
 ED2027
 ED2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2027
 ED2027.The geoid height was determined by GEOID03.
 ED2027
 ED2027.The dynamic height is computed by dividing the NAVD 88
 ED2027.geopotential number by the normal gravity value computed on the
 ED2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2027.degrees latitude (g = 980.6199 gals.).
 ED2027
 ED2027.The modeled gravity was interpolated from observed gravity values.
 ED2027
 ED2027;                    North         East     Units Scale Factor Converg.
 ED2027;SPC SC       -   317,149.646   497,882.061   MT  0.99995133   -0 40 33.4
 ED2027;SPC SC       - 1,040,517.21  1,633,471.33   iFT  0.99995133   -0 40 33.4
 ED2027;UTM  17      - 3,839,027.436   388,315.727   MT  0.99975374   -0 41 38.2
 ED2027
 ED2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2027!SPC SC       -   0.99996284  x   0.99995133  =   0.99991417
 ED2027!UTM  17      -   0.99996284  x   0.99975374  =   0.99971658
 ED2027
 ED2027:                Primary Azimuth Mark                     Grid Az
 ED2027:SPC SC       -  23 052 AZ MK                             191 10 28.2
 ED2027:UTM  17      -  23 052 AZ MK                             191 11 33.0
 ED2027
 ED2027|---------------------------------------------------------------------|
 ED2027| PID    Reference Object                     Distance      Geod. Az  |
 ED2027|                                                           dddmmss.s |
 ED2027| ED2028 23 052 AZ MK                        473.521 METERS 1902954.8 |
 ED2027|---------------------------------------------------------------------|
 ED2027
 ED2027                          SUPERSEDED SURVEY CONTROL
 ED2027
 ED2027  NAD 83(1986)-  34 41 13.78260(N)    082 13 09.33731(W) AD(       ) 2
 ED2027  NAD 27      -  34 41 13.34369(N)    082 13 09.92410(W) AD(       ) 2
 ED2027  NGVD 29 (12/12/91)  267.770  (m)          878.51   (f) ADJUSTED    1 2
 ED2027
 ED2027.Superseded values are not recommended for survey control.
 ED2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2027.See file dsdata.txt to determine how the superseded data were derived.
 ED2027
 ED2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8831639027(NAD 83)
 ED2027_MARKER: DD = SURVEY DISK
 ED2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2027_SP_SET: CONCRETE POST
 ED2027_STAMPING: HORZ 23 052 1979
 ED2027_MARK LOGO: SCGS  
 ED2027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2027+STABILITY: SURFACE MOTION
 ED2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2027+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 ED2027
 ED2027  HISTORY     - Date     Condition        Report By
 ED2027  HISTORY     - 1979     MONUMENTED       SCGS
 ED2027  HISTORY     - 1979     GOOD             SCGS
 ED2027  HISTORY     - 19900521 GOOD             SCGS
 ED2027  HISTORY     - 19911003 GOOD             SCGS
 ED2027  HISTORY     - 20000717 GOOD             SCGS
 ED2027
 ED2027                          STATION DESCRIPTION
 ED2027
 ED2027'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2027'THE STATION IS LOCATED ABOUT 6-1/2 KM SOUTHEAST OF SIMPSONVILLE,
 ED2027'1-1/2 KM WEST OF FOUNTAIN INN, 1/2 KM SOUTHWEST OF U.S. HIGHWAY
 ED2027'276 AND ON THE FRONT LAWN OF GARRETT AND GARRETT BUILDERS AND
 ED2027'DEVELOPERS, WHO GAVE PERMISSION.
 ED2027'
 ED2027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2027'STATE HIGHWAY 418 WEST OF FOUNTAIN INN.  GO SOUTHWEST ON HIGHWAY
 ED2027'418 FOR 0.2 KM (0.1 MI) TO A PAVED DRIVE LEADING TO A BRICK
 ED2027'BUILDING ON THE RIGHT.  TURN RIGHT AND GO ABOUT 29 METERS TO
 ED2027'THE STATION ON THE LEFT IN FRONT OF THE BRICK BUILDING.
 ED2027'
 ED2027'THE STATION IS A STANDARD SCGS DISK
 ED2027'STAMPED---HORZ 23 052 1979---,
 ED2027'SET INTO  THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2027'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 ED2027'26.9 METERS WEST FROM THE CENTER LINE OF HIGHWAY 418,
 ED2027'17.8 METERS SOUTHEAST FROM THE NORTHEAST CORNER OF THE BRICK
 ED2027'HOUSE,
 ED2027'13.9 METERS SOUTH FROM THE CENTER LINE OF THE PAVED DRIVE AND
 ED2027'9.2 METERS NORTHEAST FROM THE SOUTHEAST CORNER OF THE CONCRETE
 ED2027'PATIO.
 ED2027'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2027'STAMPED---HORZ 23 052 1979---,
 ED2027'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2027'
 ED2027'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2027'STAMPED---AZ MK 23 052 1979---,
 ED2027'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2027'FLUSH WITH GROUND.  IT IS LOCATED
 ED2027'21.0 METERS NORTHEAST FROM THE FORK IN THE DIRT DRIVE,
 ED2027'20.5 METERS NORTH-NORTHWEST FROM A FENCE CORNER,
 ED2027'8.2 METERS WEST FROM THE CENTER LINE OF STATE HIGHWAY 418 AND
 ED2027'1.0 METER WEST FROM A METAL WITNESS POST.
 ED2027'
 ED2027'TO REACH AZIMUTH MARK FROM THE STATION, PROCEED SOUTHWEST ON STATE
 ED2027'HIGHWAY 418 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 ED2027'
 ED2027'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2027'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2027
 ED2027                          STATION RECOVERY (1979)
 ED2027
 ED2027'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2027'RECOVERED IN GOOD CONDITION.
 ED2027
 ED2027                          STATION RECOVERY (1990)
 ED2027
 ED2027'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED2027'STATION IS LOCATED 1.35 MILES WEST SOUTHWEST OF FOUNTAIN INN.
 ED2027'OWNERSHIP--GARRETT AND GARRETT, P.O. BOX 36, FOUNTAIN INN, SC 29644,
 ED2027'PHONE 803-862-3501 (DAVID OR BLAKE GARRETT JUNIOR).
 ED2027'TO REACH THE STATION FROM OVERPASS JUNCTION OF INTERSTATE 385 AND
 ED2027'STATE HIGHWAY 418 (0.75 MILE SOUTHWEST OF FOUNTAIN INN), GO SOUTHWEST
 ED2027'ON HIGHWAY 418 FOR 0.1 MILE TO AN ENTRANCE DRIVEWAY RIGHT, TURN RIGHT
 ED2027'ON THE DRIVEWAY FOR 0.05 MILE TO A BRICK OFFICE BUILDING AND THE
 ED2027'STATION ON THE LEFT IN FRONT OF THE FRONT DOORS.
 ED2027'STATION IS A CONCRETE POST RECESSED 2-INCHES AND 0.5 FOOT ABOVE THE
 ED2027'HIGHWAY, 42.8 FEET EAST OF THE CENTER OF THE FRONT DOORS, 58.4 FEET
 ED2027'SOUTHEAST OF THE NORTHEAST CORNER OF THE OFFICE BUILDING, 88.0 FEET
 ED2027'NORTHWEST OF THE CENTER OF THE HIGHWAY, 45.4 FEET SOUTH SOUTHWEST OF
 ED2027'THE CENTER OF THE DRIVEWAY, 56.7 FEET NORTHEAST OF THE SOUTHEAST
 ED2027'CORNER OF THE OFFICE BUILDING, 64.0 FEET NORTH OF A 6-INCH OAK TREE.
 ED2027'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 ED2027'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 052 AZ MK.
 ED2027'RECOVERED BY T. HALL.
 ED2027
 ED2027                          STATION RECOVERY (1991)
 ED2027
 ED2027'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2027'STATION IS 1.2 MILES WEST OF FOUNTAIN INN.  OWNERSHIP--GARRETT AND
 ED2027'GARRETT, 100 FAIRVIEW STREET EXTENSION, FOUNTAIN INN, SC 29644, PHONE
 ED2027'803-862-3501.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2027'FAIRVIEW STREET (EXIT 24) AND INTERSTATE 385, 1.15 MILES WEST OF
 ED2027'FOUNTAIN INN, GO SOUTHWEST ON FAIRVIEW STREET EXTENSION FOR 0.1 MILE
 ED2027'TO A PAVED DRIVEWAY RIGHT LEADING TO THE GARRETT AND GARRETT BUILDING
 ED2027'AND THE STATION IN THE FRONT YARD OF THE BUILDING.  STATION IS A
 ED2027'CONCRETE POST RECESSED 3-INCHES AND 1.0 FOOT ABOVE THE ROAD, 45.4
 ED2027'FEET SOUTH SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 30.7 FEET
 ED2027'NORTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PATIO, 58.5 FEET
 ED2027'SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 20.0 FEET SOUTH OF
 ED2027'A 10-INCH LIVE OAK TREE, 88.2 FEET NORTHWEST OF THE CENTER OF THE
 ED2027'HIGHWAY.  RECOVERED BY T. HALL.
 ED2027
 ED2027                          STATION RECOVERY (2000)
 ED2027
 ED2027'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2027'STATION IS LOCATED 1.4 MILES (2.3 KM) WEST OF FOUNTAIN INN, 15.1 MILES
 ED2027'(24.3 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--GARRETT AND GARRETT,
 ED2027'100 FAIRVIEW STREET EXTENSION, FOUNTAIN INN, SC 29644, PHONE
 ED2027'864-862-3501.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 ED2027'385 AND FAIRVIEW STREET (EXIT 24) , 1.0 MILE (1.6 KM) SOUTHWEST OF
 ED2027'FOUNTAIN INN, GO SOUTHWEST ON FAIRVIEW STREET EXTENSION FOR 0.15 MILE
 ED2027'(0.24 KM) TO THE STATION ON THE RIGHT IN THE FRONT YARD OF THE GARRETT
 ED2027'AND GARRETT BUILDING.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED2027'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 88.4 FEET (26.9 M)
 ED2027'NORTHWEST OF THE CENTER OF THE ROAD, 48.8 FEET (14.9 M) SOUTH
 ED2027'SOUTHWEST OF THE CENTER OF A DRIVEWAY, 30.5 FEET (9.3 M) NORTHEAST OF
 ED2027'THE SOUTHEAST CORNER OF A CONCRETE PATIO, 59.2 FEET (18.0 M) SOUTHEAST
 ED2027'OF THE NORTHEAST CORNER OF THE BUILDING, 84.3 FEET (25.7 M) WEST OF
 ED2027'THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY
 ED2027'LEADING TO THE BUILDING.  NOTE-THE STATION IS INTERVISIBLE WITH SURVEY
 ED2027'STATION 23 052 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2028 ***********************************************************************
 ED2028  DESIGNATION -  23 052 AZ MK
 ED2028  PID         -  ED2028
 ED2028  STATE/COUNTY-  SC/GREENVILLE
 ED2028  USGS QUAD   -  FOUNTAIN INN (1983)
 ED2028
 ED2028                         *CURRENT SURVEY CONTROL
 ED2028  ___________________________________________________________________
 ED2028* NAD 83(2001)-  34 40 58.66394(N)    082 13 12.72537(W)     ADJUSTED  
 ED2028* NAVD 88     -       270.979  (meters)     889.04   (feet)  ADJUSTED  
 ED2028  ___________________________________________________________________
 ED2028  X           -     710,769.964 (meters)                     COMP
 ED2028  Y           -  -5,202,388.388 (meters)                     COMP
 ED2028  Z           -   3,609,137.092 (meters)                     COMP
 ED2028  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 ED2028  ELLIP HEIGHT-         240.06  (meters)          (03/13/03) GPS OBS
 ED2028  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ED2028  DYNAMIC HT  -         270.705 (meters)     888.14  (feet)  COMP
 ED2028  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 ED2028
 ED2028  HORZ ORDER  -  FIRST
 ED2028  VERT ORDER  -  FIRST     CLASS II
 ED2028  ELLP ORDER  -  FOURTH    CLASS II
 ED2028
 ED2028.The horizontal coordinates were established by GPS observations
 ED2028.and adjusted by the National Geodetic Survey in March 2003..
 ED2028
 ED2028.The orthometric height was determined by differential leveling
 ED2028.and adjusted by the National Geodetic Survey in August 1993..
 ED2028
 ED2028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2028
 ED2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2028
 ED2028.The ellipsoidal height was determined by GPS observations
 ED2028.and is referenced to NAD 83.
 ED2028
 ED2028.The geoid height was determined by GEOID03.
 ED2028
 ED2028.The dynamic height is computed by dividing the NAVD 88
 ED2028.geopotential number by the normal gravity value computed on the
 ED2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2028.degrees latitude (g = 980.6199 gals.).
 ED2028
 ED2028.The modeled gravity was interpolated from observed gravity values.
 ED2028
 ED2028;                    North         East     Units Scale Factor Converg.
 ED2028;SPC SC       -   316,685.126   497,790.299   MT  0.99995003   -0 40 35.3
 ED2028;SPC SC       - 1,038,993.20  1,633,170.27   iFT  0.99995003   -0 40 35.3
 ED2028;UTM  17      - 3,838,563.036   388,223.837   MT  0.99975399   -0 41 39.9
 ED2028
 ED2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2028!SPC SC       -   0.99996232  x   0.99995003  =   0.99991235
 ED2028!UTM  17      -   0.99996232  x   0.99975399  =   0.99971632
 ED2028
 ED2028:                Primary Azimuth Mark                     Grid Az
 ED2028:SPC SC       -  23 052                                   011 10 28.2
 ED2028:UTM  17      -  23 052                                   011 11 32.8
 ED2028
 ED2028|---------------------------------------------------------------------|
 ED2028| PID    Reference Object                     Distance      Geod. Az  |
 ED2028|                                                           dddmmss.s |
 ED2028| ED2027 23 052                              473.521 METERS 0102952.9 |
 ED2028| ED2023 FOUNTAIN INN WOODSIDE MILLS TK      APPROX. 1.8 KM 0545035.0 |
 ED2028|---------------------------------------------------------------------|
 ED2028
 ED2028                          SUPERSEDED SURVEY CONTROL
 ED2028
 ED2028  NAD 83(1986)-  34 40 58.67422(N)    082 13 12.72536(W) AD(       ) 1
 ED2028  NAD 83(1995)-  34 40 58.66360(N)    082 13 12.72508(W) AD(       ) 1
 ED2028  ELLIP H (04/18/02)  240.09   (m)                       GP(       ) 4 1
 ED2028  NAD 83(1986)-  34 40 58.67314(N)    082 13 12.72721(W) AD(       ) 2
 ED2028  NAD 27      -  34 40 58.23395(N)    082 13 13.31415(W) AD(       ) 2
 ED2028  NAVD 88 (04/18/02)  270.98   (m)          889.0    (f) LEVELING    3  
 ED2028  NGVD 29 (12/12/91)  271.068  (m)          889.33   (f) ADJUSTED    1 2
 ED2028
 ED2028.Superseded values are not recommended for survey control.
 ED2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2028.See file dsdata.txt to determine how the superseded data were derived.
 ED2028
 ED2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8822438563(NAD 83)
 ED2028_MARKER: DD = SURVEY DISK
 ED2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2028_SP_SET: CONCRETE POST
 ED2028_STAMPING: AZ MK 23 052 1979
 ED2028_MARK LOGO: SCGS  
 ED2028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2028+STABILITY: SURFACE MOTION
 ED2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2028+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 ED2028
 ED2028  HISTORY     - Date     Condition        Report By
 ED2028  HISTORY     - 1979     MONUMENTED       SCGS
 ED2028  HISTORY     - 1979     GOOD             SCGS
 ED2028  HISTORY     - 19900521 GOOD             SCGS
 ED2028  HISTORY     - 19911003 GOOD             SCGS
 ED2028  HISTORY     - 20000717 GOOD             SCGS
 ED2028  HISTORY     - 20050621 GOOD             NEWBY
 ED2028
 ED2028                          STATION DESCRIPTION
 ED2028
 ED2028'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2028'THE STATION IS LOCATED ABOUT  6-1/2 KM SOUTHEAST OF SIMPSONVILLE,
 ED2028'1-1/2 KM WEST OF FOUNTAIN INN, 3/4 KM SOUTHWEST OF U.S. HIGHWAY
 ED2028'276 AND ON THE RIGHT-OF-WAY OF STATE HIGHWAY 418.
 ED2028'
 ED2028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2028'STATE HIGHWAY 418, WEST OF FOUNTAIN INN.  GO SOUTHWEST ON HIGHWAY
 ED2028'418 FOR 0.2 KM (0.1 MI) TO A PAVED DRIVE AND STATION 23 052 SCGS
 ED2028'ON THE RIGHT.  CONTINUE SOUTHWEST ON HIGHWAY 418 FOR 0.5 KM
 ED2028'(0.3 MI) TO THE STATION ON THE RIGHT.
 ED2028'
 ED2028'THE STATION IS A STANDARD SCGS DISK
 ED2028'STAMPED---AZ 23 052 1979---,
 ED2028'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2028'FLUSH WITH GROUND.  IT IS LOCATED
 ED2028'21.0 METERS NORTHEAST FROM THE FORK IN THE DIRT DRIVE,
 ED2028'20.5 METERS NORTH-NORTHWEST FROM A FENCE CORNER,
 ED2028'8.2 METERS WEST FROM THE CENTER LINE OF STATE HIGHWAY 418 AND
 ED2028'1.0 METER WEST FROM A METAL WITNESS POST.
 ED2028'
 ED2028'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2028'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2028
 ED2028                          STATION RECOVERY (1979)
 ED2028
 ED2028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2028'RECOVERED IN GOOD CONDITION.
 ED2028
 ED2028                          STATION RECOVERY (1990)
 ED2028
 ED2028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED2028'STATION IS LOCATED 1.45 MILES WEST SOUTHWEST OF FOUNTAIN INN.
 ED2028'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2028'COLUMBIA, SC, PHONE 803-737-1350.
 ED2028'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF INTERSTATE 385 AND
 ED2028'STATE HIGHWAY 418 (0.75 MILE SOUTHWEST OF FOUNTAIN INN), GO SOUTHWEST
 ED2028'ON HIGHWAY 418 FOR 0.4 MILE TO A DRIVEWAY RIGHT AND THE STATION IN
 ED2028'THE NORTHWEST ANGLE.
 ED2028'STATION IS A CONCRETE POST RECESSED 1-INCH AND 1.0 FOOT ABOVE THE
 ED2028'HIGHWAY, 27.0 FEET WEST OF THE CENTER OF THE HIGHWAY, 40.1 FEET NORTH
 ED2028'OF THE CENTER OF THE DRIVEWAY, 63.8 FEET WEST NORTHWEST OF A POWER
 ED2028'POLE NUMBER 24, 67.4 FEET NORTH OF A CORNER FENCE POST WITH A SCGS
 ED2028'REFERENCE WASHER ATTACHED, 3.2 FEET WEST OF A WITNESS POST.
 ED2028'RECOVERED BY T. HALL.
 ED2028
 ED2028                          STATION RECOVERY (1991)
 ED2028
 ED2028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2028'STATION IS 1.4 MILES WEST OF FOUNTAIN INN.  OWNERSHIP--SCDHPT,
 ED2028'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2028'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2028'FAIRVIEW STREET (EXIT 24) AND INTERSTATE 385, 1.15 MILES WEST OF
 ED2028'FOUNTAIN INN, GO SOUTHWEST ON FAIRVIEW STREET EXTENSION FOR 0.25 MILE
 ED2028'TO THE JUNCTION OF STATE ROAD 1092 (FRONTAGE ROAD) RIGHT, CONTINUE ON
 ED2028'FAIRVIEW STREET EXTENSION FOR 0.2 MILE TO THE STATION IN THE
 ED2028'NORTHWEST ANGLE OF A DRIVEWAY LEADING TO A CONCRETE BLOCK FARM
 ED2028'BUILDING AND SEVERAL SILOS.  STATION IS A CONCRETE POST FLUSH WITH
 ED2028'THE GROUND AND 0.5 FOOT ABOVE THE ROAD, 27.2 FEET WEST OF THE CENTER
 ED2028'OF THE STREET, 42.0 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 67.7
 ED2028'FEET NORTH OF A CORNER FENCE POST WITH A SCGS REFERENCE WASHER
 ED2028'ATTACHED, 3.5 FEET WEST OF A WITNESS POST.  RECOVERED BY T. HALL.
 ED2028
 ED2028                          STATION RECOVERY (2000)
 ED2028
 ED2028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2028'STATION IS LOCATED 1.4 MILES (2.3 KM) WEST SOUTHWEST OF FOUNTAIN INN,
 ED2028'15.2 MILES (24.5 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED2028'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2028'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF FAIRVIEW
 ED2028'STREET AND INTERSTATE 385 (EXIT 24) , 1.2 MILES (1.9 KM) WEST OF
 ED2028'FOUNTAIN INN, GO SOUTHWEST ON FAIRVIEW STREET EXTENSION FOR 0.25 MILE
 ED2028'(0.40 KM) TO THE JUNCTION OF STATE ROAD 1092 (FRONTAGE ROAD) RIGHT,
 ED2028'CONTINUE ON FAIRVIEW STREET EXTENSION FOR 0.15 MILE (0.24 KM) TO THE
 ED2028'STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF A DRIVEWAY LEADING TO
 ED2028'HOUSE NUMBER 202.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED2028'AND LEVEL WITH THE ROAD, 27.0 FEET (8.2 M) WEST OF THE CENTER OF THE
 ED2028'STREET, 45.0 FEET (13.7 M) NORTH OF THE CENTER OF THE DRIVEWAY, 67.8
 ED2028'FEET (20.7 M) NORTH OF A FENCE CORNER POST, 3.4 FEET (1.0 M) WEST OF A
 ED2028'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23
 ED2028'052.  RECOVERED BY R.P.  MCKEOWN.
 ED2028
 ED2028                          STATION RECOVERY (2005)
 ED2028
 ED2028'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED2028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2034 ***********************************************************************
 ED2034  DESIGNATION -  23 053
 ED2034  PID         -  ED2034
 ED2034  STATE/COUNTY-  SC/GREENVILLE
 ED2034  USGS QUAD   -  FOUNTAIN INN (1983)
 ED2034
 ED2034                         *CURRENT SURVEY CONTROL
 ED2034  ___________________________________________________________________
 ED2034* NAD 83(2001)-  34 43 15.11702(N)    082 12 28.94915(W)     ADJUSTED  
 ED2034* NAVD 88     -       250.854  (meters)     823.01   (feet)  ADJUSTED  
 ED2034  ___________________________________________________________________
 ED2034  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 ED2034  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED2034  DYNAMIC HT  -         250.600 (meters)     822.18  (feet)  COMP
 ED2034  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 ED2034
 ED2034  HORZ ORDER  -  SECOND
 ED2034  VERT ORDER  -  FIRST     CLASS II
 ED2034
 ED2034.The horizontal coordinates were established by classical geodetic methods
 ED2034.and adjusted by the National Geodetic Survey in March 2004..
 ED2034
 ED2034.The orthometric height was determined by differential leveling
 ED2034.and adjusted by the National Geodetic Survey in August 1993..
 ED2034
 ED2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2034
 ED2034.The geoid height was determined by GEOID03.
 ED2034
 ED2034.The dynamic height is computed by dividing the NAVD 88
 ED2034.geopotential number by the normal gravity value computed on the
 ED2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2034.degrees latitude (g = 980.6199 gals.).
 ED2034
 ED2034.The modeled gravity was interpolated from observed gravity values.
 ED2034
 ED2034;                    North         East     Units Scale Factor Converg.
 ED2034;SPC SC       -   320,876.407   498,953.648   MT  0.99996197   -0 40 11.1
 ED2034;SPC SC       - 1,052,744.12  1,636,987.03   iFT  0.99996197   -0 40 11.1
 ED2034;UTM  17      - 3,842,753.095   389,388.279   MT  0.99975080   -0 41 17.3
 ED2034
 ED2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2034!SPC SC       -   0.99996549  x   0.99996197  =   0.99992746
 ED2034!UTM  17      -   0.99996549  x   0.99975080  =   0.99971630
 ED2034
 ED2034|---------------------------------------------------------------------|
 ED2034| PID    Reference Object                     Distance      Geod. Az  |
 ED2034|                                                           dddmmss.s |
 ED2034| ED2024 23 053 AZ MK                        372.067 METERS 02249     |
 ED2034| ED2033 23 053 PTA 2                          9.973 METERS 02343     |
 ED2034| ED2035 23 053 PTA 1                          6.292 METERS 18655     |
 ED2034|---------------------------------------------------------------------|
 ED2034
 ED2034                          SUPERSEDED SURVEY CONTROL
 ED2034
 ED2034  NAD 83(1986)-  34 43 15.12683(N)    082 12 28.94847(W) AD(       ) 2
 ED2034  NAD 27      -  34 43 14.69006(N)    082 12 29.53301(W) AD(       ) 2
 ED2034  NGVD 29 (12/12/91)  250.940  (m)          823.29   (f) ADJUSTED    1 2
 ED2034
 ED2034.Superseded values are not recommended for survey control.
 ED2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2034.See file dsdata.txt to determine how the superseded data were derived.
 ED2034
 ED2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8938842753(NAD 83)
 ED2034_MARKER: DD = SURVEY DISK
 ED2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2034_SP_SET: CONCRETE POST
 ED2034_STAMPING: HORZ 23 053 1979
 ED2034_MARK LOGO: SCGS  
 ED2034_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2034+STABILITY: SURFACE MOTION
 ED2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2034+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED2034
 ED2034  HISTORY     - Date     Condition        Report By
 ED2034  HISTORY     - 1979     MONUMENTED       SCGS
 ED2034  HISTORY     - 1979     GOOD             SCGS
 ED2034  HISTORY     - 19900521 GOOD             SCGS
 ED2034  HISTORY     - 19911014 GOOD             SCGS
 ED2034  HISTORY     - 20000719 GOOD             SCGS
 ED2034
 ED2034                          STATION DESCRIPTION
 ED2034
 ED2034'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2034'THE STATION IS LOCATED 4-3/4 KM SOUTHEAST OF SIMPSONVILLE,
 ED2034'3-1/4 KM NORTHWEST OF FOUNTAIN INN AND ALONG THE SOUTH SIDE OF
 ED2034'FOUNTAIN INN ROAD.
 ED2034'
 ED2034'TO REACH THE STATION FROM THE POST OFFICE IN FOUNTAIN INN, GO
 ED2034'NORTHWEST ON STATE HIGHWAY 14 FOR 2.1 KM (1.3 MI) TO A SIDE ROAD RIGHT
 ED2034'(S-23-160).  TURN RIGHT AND GO NORTH FOR 1.0 KM (0.65 MI) TO A FORK.
 ED2034'TAKE RIGHT FORK AND GO 0.4 KM (0.25 MI) TO A CROSS ROAD, FOUNTAIN INN
 ED2034'DRIVE.  CONTINUE STRAIGHT AHEAD FOR 0.9 KM (0.55 MI) TO THE STATION ON
 ED2034'THE RIGHT.
 ED2034'
 ED2034'THE STATION IS A STANDARD SCGS DISK
 ED2034'STAMPED---HORZ 23 053 1979---,
 ED2034'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2034'FLUSH WITH GROUND.  IT IS LOCATED
 ED2034'6 METERS SOUTH FROM THE CENTER OF FOUNTAIN INN ROAD,
 ED2034'4.8 METERS EAST FROM A UTILITY POLE NUMBERED 10,
 ED2034'1.4 METERS WEST FROM A FENCE CORNER POST AND
 ED2034'1.05 METERS NORTH FROM A METAL WITNESS POST.
 ED2034'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2034'STAMPED---HORZ 23 053 1979---,
 ED2034'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2034'
 ED2034'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2034'STAMPED---23 053 AZ MK 1979---,
 ED2034'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2034'FLUSH WITH GROUND.  IT IS LOCATED
 ED2034'19.6 METERS NORTHWEST FROM A UTILITY POLE,
 ED2034'14 METERS NORTH-NORTHWEST FROM THE CENTER OF A DRIVEWAY,
 ED2034'6.8 METERS NORTH FROM THE CENTER OF FOUNTAIN INN ROAD AND
 ED2034'1.05 METERS EAST FROM A METAL WITNESS POST AND ACROSS THE ROAD
 ED2034'FROM A RED BRICK HOUSE.
 ED2034'
 ED2034'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON FOUNTAIN
 ED2034'INN ROAD FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE LEFT.
 ED2034'
 ED2034'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2034'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2034
 ED2034                          STATION RECOVERY (1979)
 ED2034
 ED2034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2034'RECOVERED IN GOOD CONDITION.
 ED2034
 ED2034                          STATION RECOVERY (1990)
 ED2034
 ED2034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED2034'STATION IS LOCATED 2.25 MILES NORTH NORTHWEST OF FOUNTAIN INN.
 ED2034'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2034'COLUMBIA, SC, PHONE 803-737-1350.
 ED2034'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 418 (JONES
 ED2034'STREET) AND 14 (MAIN STREET) IN FOUNTAIN INN, GO NORTHWEST ON HIGHWAY
 ED2034'14 FOR 1.15 MILES TO THE JUNCTION OF STATE ROAD 160 (HOWARD DRIVE),
 ED2034'TURN RIGHT ON ROAD 160 FOR 0.65 MILE TO THE JUNCTION OF FOUNTAIN INN
 ED2034'ROAD, CONTINUE AHEAD ON FOUNTAIN INN ROAD FOR 0.8 MILE TO THE STATION
 ED2034'ON THE RIGHT NEAR A CORNER FENCE POST.
 ED2034'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE ROAD,
 ED2034'19.1 FEET EAST SOUTHEAST OF THE CENTER OF THE ROAD, 4.7 FEET SOUTH
 ED2034'SOUTHWEST OF THE WOODEN FENCE CORNER POST, 14.9 FEET NORTH NORTHEAST
 ED2034'OF A POWER POLE WITH THREE GUY WIRES, TRANSFORMER AND A SCGS
 ED2034'REFERENCE WASHER ATTACHED, 3.2 FEET WEST NORTHWEST OF A WITNESS POST.
 ED2034'RECOVERED BY T. HALL.
 ED2034
 ED2034                          STATION RECOVERY (1991)
 ED2034
 ED2034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2034'STATION IS LOCATED 2.0 MILES NORTH NORTHWEST OF FOUNTAIN INN, 3.0
 ED2034'MILES SOUTHEAST OF SIMPSONVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2034'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2034'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2034'HIGHWAYS 418 (JONES STREET) AND 14 (MAIN STREET) IN FOUNTAIN INN, GO
 ED2034'NORTHWEST ON HIGHWAY 14 FOR 1.2 MILES TO THE JUNCTION OF STATE ROAD
 ED2034'160 (HOWARD STREET), TURN RIGHT ON ROAD 160 FOR 0.65 MILE TO A PAVED
 ED2034'ROAD FORK AND A PAVED ROAD STRAIGHT AHEAD, CONTINUE AHEAD ON THE
 ED2034'PAVED ROAD FOR 0.25 MILE TO A CROSSROAD, CONTINUE AHEAD ON THE PAVED
 ED2034'ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT NEAR A FENCE CORNER
 ED2034'POST.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 ED2034'WITH THE ROAD, 19.5 FEET EAST SOUTHEAST OF THE CENTER OF THE ROAD,
 ED2034'5.0 FEET SOUTH SOUTHWEST OF THE CORNER FENCE POST, 15.0 FEET NORTH
 ED2034'NORTHEAST OF A POWER POLE WITH TRANSFORMER, 3 GUY WIRES AND A SCGS
 ED2034'REFERENCE WASHER ATTACHED, 3.3 FEET NORTHWEST OF A WITNESS POST.
 ED2034'NOTE-STATION IS INTERVISIBLE WITH STATION 23 053 AZ MK.  RECOVERED BY
 ED2034'T. HALL.
 ED2034
 ED2034                          STATION RECOVERY (2000)
 ED2034
 ED2034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2034'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTH NORTHWEST OF FOUNTAIN INN,
 ED2034'13.9 MILES (22.4 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED2034'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2034'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2034'HIGHWAYS 418 (JONES STREET) AND 14 (MAIN STREET) IN FOUNTAIN INN, GO
 ED2034'NORTHWEST ON HIGHWAY 14 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF
 ED2034'STATE ROAD 160 (HOWARD STREET) , TURN RIGHT ON STATE ROAD 160 FOR 0.65
 ED2034'MILE (1.05 KM) TO A FORK LEFT AND A PAVED ROAD RIGHT (FOUNTAIN INN
 ED2034'DRIVE) , CONTINUE AHEAD ON FOUNTAIN INN DRIVE FOR 0.8 MILE (1.3 KM) TO
 ED2034'THE STATION ON THE RIGHT NEAR A CORNER FENCE POST. STATION IS A
 ED2034'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW
 ED2034'THE ROAD, 19.3 FEET (5.9 M) EAST SOUTHEAST OF THE CENTER OF FOUNTAIN
 ED2034'INN DRIVE, 15.0 FEET (4.6 M) NORTH NORTHEAST OF A POWER POLE WITH
 ED2034'THREE GUY WIRES, A TRANSFORMER, AND A SCGS REFERENCE WASHER ATTACHED,
 ED2034'5.0 FEET (1.5 M) SOUTHWEST OF THE CORNER FENCE POST, 3.0 FEET (0.9 M)
 ED2034'WEST NORTHWEST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH
 ED2034'SURVEY STATION 23 053 AZ MK.  RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2024 ***********************************************************************
 ED2024  DESIGNATION -  23 053 AZ MK
 ED2024  PID         -  ED2024
 ED2024  STATE/COUNTY-  SC/GREENVILLE
 ED2024  USGS QUAD   -  FOUNTAIN INN (1983)
 ED2024
 ED2024                         *CURRENT SURVEY CONTROL
 ED2024  ___________________________________________________________________
 ED2024* NAD 83(2001)-  34 43 26.24683(N)    082 12 23.27996(W)     ADJUSTED  
 ED2024* NAVD 88     -       247.351  (meters)     811.52   (feet)  ADJUSTED  
 ED2024  ___________________________________________________________________
 ED2024  X           -     711,663.286 (meters)                     COMP
 ED2024  Y           -  -5,199,633.147 (meters)                     COMP
 ED2024  Z           -   3,612,862.518 (meters)                     COMP
 ED2024  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 ED2024  ELLIP HEIGHT-         216.33  (meters)          (03/13/03) GPS OBS
 ED2024  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED2024  DYNAMIC HT  -         247.101 (meters)     810.70  (feet)  COMP
 ED2024  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 ED2024
 ED2024  HORZ ORDER  -  FIRST
 ED2024  VERT ORDER  -  FIRST     CLASS II
 ED2024  ELLP ORDER  -  FOURTH    CLASS II
 ED2024
 ED2024.The horizontal coordinates were established by GPS observations
 ED2024.and adjusted by the National Geodetic Survey in March 2003..
 ED2024
 ED2024.The orthometric height was determined by differential leveling
 ED2024.and adjusted by the National Geodetic Survey in August 1993..
 ED2024
 ED2024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2024
 ED2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2024
 ED2024.The ellipsoidal height was determined by GPS observations
 ED2024.and is referenced to NAD 83.
 ED2024
 ED2024.The geoid height was determined by GEOID03.
 ED2024
 ED2024.The dynamic height is computed by dividing the NAVD 88
 ED2024.geopotential number by the normal gravity value computed on the
 ED2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2024.degrees latitude (g = 980.6199 gals.).
 ED2024
 ED2024.The modeled gravity was interpolated from observed gravity values.
 ED2024
 ED2024;                    North         East     Units Scale Factor Converg.
 ED2024;SPC SC       -   321,217.656   499,101.881   MT  0.99996296   -0 40 07.9
 ED2024;SPC SC       - 1,053,863.70  1,637,473.36   iFT  0.99996296   -0 40 07.9
 ED2024;UTM  17      - 3,843,094.224   389,536.590   MT  0.99975039   -0 41 14.3
 ED2024
 ED2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2024!SPC SC       -   0.99996604  x   0.99996296  =   0.99992900
 ED2024!UTM  17      -   0.99996604  x   0.99975039  =   0.99971644
 ED2024
 ED2024                          SUPERSEDED SURVEY CONTROL
 ED2024
 ED2024  NAD 83(1986)-  34 43 26.25607(N)    082 12 23.27951(W) AD(       ) 1
 ED2024  NAD 83(1995)-  34 43 26.24680(N)    082 12 23.27967(W) AD(       ) 1
 ED2024  ELLIP H (04/18/02)  216.34   (m)                       GP(       ) 4 1
 ED2024  NAD 83(1986)-  34 43 26.25607(N)    082 12 23.27951(W) AD(       ) 2
 ED2024  NAD 27      -  34 43 25.81943(N)    082 12 23.86387(W) AD(       ) 2
 ED2024  NAVD 88 (04/18/02)  247.35   (m)          811.5    (f) LEVELING    3  
 ED2024  NGVD 29 (12/12/91)  247.437  (m)          811.80   (f) ADJUSTED    1 2
 ED2024
 ED2024.Superseded values are not recommended for survey control.
 ED2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2024.See file dsdata.txt to determine how the superseded data were derived.
 ED2024
 ED2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8953743094(NAD 83)
 ED2024_MARKER: DD = SURVEY DISK
 ED2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2024_SP_SET: CONCRETE POST
 ED2024_STAMPING: AZ MK 23 053 1979
 ED2024_MARK LOGO: SCGS  
 ED2024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2024+STABILITY: SURFACE MOTION
 ED2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2024+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED2024
 ED2024  HISTORY     - Date     Condition        Report By
 ED2024  HISTORY     - 1979     MONUMENTED       SCGS
 ED2024  HISTORY     - 1979     GOOD             SCGS
 ED2024  HISTORY     - 19900521 GOOD             SCGS
 ED2024  HISTORY     - 19911014 GOOD             SCGS
 ED2024  HISTORY     - 20000719 GOOD             SCGS
 ED2024
 ED2024                          STATION DESCRIPTION
 ED2024
 ED2024'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2024'THE STATION IS LOCATED 4-3/4 KM SOUTHEAST OF SIMPSONVILLE, 3-1/4
 ED2024'KM NORTHWEST OF FOUNTAIN INN AND ALONG THE NORTH SIDE OF FOUNTAIN
 ED2024'INN ROAD.
 ED2024'
 ED2024'TO REACH THE STATION FROM THE POST OFFICE IN FOUNTAIN INN.  GO
 ED2024'NORTHWEST ON STATE HIGHWAY 14 FOR 2.1 KM (1.3 MI) TO COUNTY ROAD
 ED2024'(S-23-160) ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 1.0 KM (0.65 MI)
 ED2024'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.4 KM (0.25 MI) TO CROSS
 ED2024'ROAD.  CONTINUE STRAIGHT AHEAD ON FOUNTAIN INN ROAD FOR 0.9 KM
 ED2024'(0.55 MI) TO STATION 23 053 SCGS ON THE RIGHT.  CONTINUE AHEAD ON
 ED2024'FOUNTAIN INN ROAD FOR 0.4 KM ( 0.25 MI) TO THE STATION ON
 ED2024'THE LEFT.
 ED2024'
 ED2024'THE STATION IS A STANDARD SCGS DISK
 ED2024'STAMPED---23 053 AZ MK 1979---,
 ED2024'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2024'FLUSH WITH GROUND.  IT IS LOCATED
 ED2024'19.6 METERS NORTHWEST FROM A UTILITY POLE,
 ED2024'14 METERS NORTHWEST FROM A DRIVEWAY,
 ED2024'6.8 METERS NORTH FROM THE CENTER OF FOUNTAIN INN ROAD,
 ED2024'1.05 METERS EAST FROM A METAL WITNESS POST AND ACROSS THE ROAD
 ED2024'FROM A RED BRICK HOUSE ON THE CREST OF A SMALL HILL.
 ED2024'
 ED2024'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2024'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2024
 ED2024                          STATION RECOVERY (1979)
 ED2024
 ED2024'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2024'RECOVERED IN GOOD CONDITION.
 ED2024
 ED2024                          STATION RECOVERY (1990)
 ED2024
 ED2024'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED2024'STATION IS LOCATED 2.4 MILES NORTH NORTHWEST OF FOUNTAIN INN.
 ED2024'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2024'COLUMBIA, SC, PHONE 803-737-1350.
 ED2024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 418 (JONES
 ED2024'STREET) AND 14 (MAIN STREET) IN FOUNTAIN INN, GO NORTHWEST ON HIGHWAY
 ED2024'14 FOR 1.15 MILES TO THE JUNCTION OF STATE ROAD 160 (HOWARD DRIVE),
 ED2024'TURN RIGHT ON ROAD 160 FOR 0.65 MILE TO THE JUNCTION OF FOUNTAIN INN
 ED2024'ROAD, CONTINUE AHEAD ON FOUNTAIN INN ROAD FOR 1.0 MILE TO THE STATION
 ED2024'ON THE LEFT ACROSS THE ROAD FROM A BRICK HOUSE.
 ED2024'STATION IS A CONCRETE POST RECESSED 1-INCH AND 0.5 FOOT BELOW THE
 ED2024'ROAD, 22.2 FEET WEST NORTHWEST OF THE CENTER OF THE ROAD, 63.7 FEET
 ED2024'WEST SOUTHWEST OF A TELEPHONE POLE WITH A SCGS REFERENCE WASHER
 ED2024'ATTACHED, 74.0 FEET NORTHWEST OF A 14-INCH OAK TREE NEAR THE NORTH
 ED2024'CORNER OF A BRICK HOUSE, 137.4 FEET NORTH NORTHWEST OF THE WEST
 ED2024'CORNER OF THE BRICK HOUSE, 3.0 FEET NORTHEAST OF A WITNESS POST.
 ED2024'RECOVERED BY T. HALL.
 ED2024
 ED2024                          STATION RECOVERY (1991)
 ED2024
 ED2024'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2024'STATION IS LOCATED 2.2 MILES NORTH NORTHWEST OF FOUNTAIN INN, 2.95
 ED2024'MILES SOUTHEAST OF SIMPSONVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2024'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2024'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2024'HIGHWAYS 418 (JONES STREET) AND 14 (MAIN STREET) IN FOUNTAIN INN, GO
 ED2024'NORTHWEST ON HIGHWAY 14 FOR 1.2 MILES TO THE JUNCTION OF STATE ROAD
 ED2024'160 (HOWARD STREET), TURN RIGHT ON ROAD 160 FOR 0.65 MILE TO A PAVED
 ED2024'ROAD FORK AND A PAVED ROAD STRAIGHT AHEAD, CONTINUE AHEAD ON THE
 ED2024'PAVED ROAD FOR 0.25 MILE TO A CROSSROAD, CONTINUE AHEAD ON THE PAVED
 ED2024'ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT ACROSS THE ROAD FROM A
 ED2024'SINGLE-STORY BRICK HOUSE.  STATION IS A CONCRETE POST RECESSED 1-INCH
 ED2024'AND LEVEL WITH THE ROAD, 22.7 FEET WEST NORTHWEST OF THE CENTER OF
 ED2024'THE ROAD, 63.5 FEET WEST SOUTHWEST OF A POWER POLE NUMBER 6 WITH A
 ED2024'SCGS REFERENCE WASHER ATTACHED, 43.5 FEET WEST OF THE SOUTHWEST END
 ED2024'OF A 12-INCH CONCRETE PIPE CULVERT BENEATH A DRIVEWAY, 3.2 FEET NORTH
 ED2024'NORTHEAST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH
 ED2024'STATION 23 053.  RECOVERED BY T. HALL.
 ED2024
 ED2024                          STATION RECOVERY (2000)
 ED2024
 ED2024'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2024'STATION IS LOCATED 2.5 MILES (4.0 KM) NORTH NORTHWEST OF FOUNTAIN INN,
 ED2024'13.9 MILES (22.4 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED2024'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2024'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2024'HIGHWAYS 418 (JONES STREET) AND 14 (MAIN STREET) IN FOUNTAIN INN, GO
 ED2024'NORTHWEST ON HIGHWAY 14 FOR 1.2 MILES (1.9 KM) TO JUNCTION OF STATE
 ED2024'ROAD 160 (HOWARD STREET) , TURN RIGHT ON ROAD 160 FOR 0.65 MILE (1.05
 ED2024'KM) TO A FORK LEFT AND A PAVED ROAD RIGHT (FOUNTAIN INN ROAD) , TURN
 ED2024'RIGHT ON FOUNTAIN INN ROAD FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE
 ED2024'LEFT NEAR A WIRE FENCE LINE.  STATION IS A CONCRETE POST FLUSH WITH
 ED2024'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 22.6 FEET (6.9 M)
 ED2024'NORTHWEST OF THE CENTER OF THE ROAD, 18.3 FEET (5.6 M) NORTH NORTHEAST
 ED2024'OF THE NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A
 ED2024'FIELD ACCESS ROAD, 17.4 FEET (5.3 M) NORTHEAST OF THE NORTHERN MOST OF
 ED2024'TWO GATE POSTS WITH A SCGS REFERENCE WASHER ATTACHED, 63.4 FEET (19.3
 ED2024'M) WEST OF A POWER POLE WITH A TRANSFORMER AND A SCGS REFERENCE WASHER
 ED2024'ATTACHED, 2.6 FEET (0.8 M) SOUTHEAST OF THE WIRE FENCE LINE, 2.9 FEET
 ED2024'(0.9 M) NORTHEAST OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE
 ED2024'WITH SURVEY STATION 23 053. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2050 ***********************************************************************
 ED2050  DESIGNATION -  23 054
 ED2050  PID         -  ED2050
 ED2050  STATE/COUNTY-  SC/GREENVILLE
 ED2050  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2050
 ED2050                         *CURRENT SURVEY CONTROL
 ED2050  ___________________________________________________________________
 ED2050* NAD 83(2001)-  34 40 53.74152(N)    082 15 30.56933(W)     ADJUSTED  
 ED2050* NAVD 88     -       264.996  (meters)     869.41   (feet)  ADJUSTED  
 ED2050  ___________________________________________________________________
 ED2050  X           -     707,304.084 (meters)                     COMP
 ED2050  Y           -  -5,202,942.873 (meters)                     COMP
 ED2050  Z           -   3,609,008.945 (meters)                     COMP
 ED2050  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 ED2050  ELLIP HEIGHT-         234.07  (meters)          (03/13/03) GPS OBS
 ED2050  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED2050  DYNAMIC HT  -         264.728 (meters)     868.53  (feet)  COMP
 ED2050  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 ED2050
 ED2050  HORZ ORDER  -  FIRST
 ED2050  VERT ORDER  -  FIRST     CLASS II
 ED2050  ELLP ORDER  -  FOURTH    CLASS II
 ED2050
 ED2050.The horizontal coordinates were established by GPS observations
 ED2050.and adjusted by the National Geodetic Survey in March 2003..
 ED2050
 ED2050.The orthometric height was determined by differential leveling
 ED2050.and adjusted by the National Geodetic Survey in August 1993..
 ED2050
 ED2050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2050
 ED2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2050
 ED2050.The ellipsoidal height was determined by GPS observations
 ED2050.and is referenced to NAD 83.
 ED2050
 ED2050.The geoid height was determined by GEOID03.
 ED2050
 ED2050.The dynamic height is computed by dividing the NAVD 88
 ED2050.geopotential number by the normal gravity value computed on the
 ED2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2050.degrees latitude (g = 980.6199 gals.).
 ED2050
 ED2050.The modeled gravity was interpolated from observed gravity values.
 ED2050
 ED2050;                    North         East     Units Scale Factor Converg.
 ED2050;SPC SC       -   316,575.534   494,280.028   MT  0.99994961   -0 41 51.7
 ED2050;SPC SC       - 1,038,633.64  1,621,653.64   iFT  0.99994961   -0 41 51.7
 ED2050;UTM  17      - 3,838,454.580   384,714.202   MT  0.99976381   -0 42 58.2
 ED2050
 ED2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2050!SPC SC       -   0.99996326  x   0.99994961  =   0.99991287
 ED2050!UTM  17      -   0.99996326  x   0.99976381  =   0.99972708
 ED2050
 ED2050|---------------------------------------------------------------------|
 ED2050| PID    Reference Object                     Distance      Geod. Az  |
 ED2050|                                                           dddmmss.s |
 ED2050| ED2048 23 054 AZ MK PTA                    320.428 METERS 14620     |
 ED2050| ED2049 23 054 AZ MK                        314.372 METERS 14620     |
 ED2050|---------------------------------------------------------------------|
 ED2050
 ED2050                          SUPERSEDED SURVEY CONTROL
 ED2050
 ED2050  NAD 83(1986)-  34 40 53.75256(N)    082 15 30.56832(W) AD(       ) 1
 ED2050  NAD 83(1995)-  34 40 53.74111(N)    082 15 30.56903(W) AD(       ) 1
 ED2050  ELLIP H (04/18/02)  234.11   (m)                       GP(       ) 4 1
 ED2050  NAD 83(1986)-  34 40 53.75256(N)    082 15 30.56832(W) AD(       ) 2
 ED2050  NAD 27      -  34 40 53.31647(N)    082 15 31.15205(W) AD(       ) 2
 ED2050  NAVD 88 (04/18/02)  265.00   (m)          869.4    (f) LEVELING    3  
 ED2050  NGVD 29 (12/12/91)  265.087  (m)          869.71   (f) ADJUSTED    1 2
 ED2050
 ED2050.Superseded values are not recommended for survey control.
 ED2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2050.See file dsdata.txt to determine how the superseded data were derived.
 ED2050
 ED2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8471438455(NAD 83)
 ED2050_MARKER: DD = SURVEY DISK
 ED2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2050_SP_SET: CONCRETE POST
 ED2050_STAMPING: HORZ 23 054 1979
 ED2050_MARK LOGO: SCGS  
 ED2050_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2050+STABILITY: SURFACE MOTION
 ED2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2050+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 ED2050
 ED2050  HISTORY     - Date     Condition        Report By
 ED2050  HISTORY     - 1979     MONUMENTED       SCGS
 ED2050  HISTORY     - 1979     GOOD             SCGS
 ED2050  HISTORY     - 19911003 GOOD             SCGS
 ED2050  HISTORY     - 20000717 GOOD             SCGS
 ED2050
 ED2050                          STATION DESCRIPTION
 ED2050
 ED2050'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2050'THE STATION IS LOCATED ABOUT 5-1/2 KM SOUTH OF SIMPSONVILLE,
 ED2050'4-3/4 KM WEST OF FOUNTAIN INN AND WITHIN THE RIGHT-OF-WAY
 ED2050'OF THE NEELEY FERRY ROAD.
 ED2050'
 ED2050'TO REACH THE STATION FROM THE POST OFFICE IN FOUNTAIN INN.  GO
 ED2050'NORTH ON STATE HIGHWAYS 418 AND 14 (FAIRVIEW STREET) FOR 0.3 KM
 ED2050'(0.2 MI) TO THE JUNCTION OF STATE HIGHWAYS 14 AND 418.  TURN LEFT
 ED2050'AND GO WESTERLY ON HIGHWAY 418 FOR 1.9 KM (1.2 MI) TO THE OVERPASS
 ED2050'OVER U.S. HIGHWAY 276.  CONTINUE WESTERLY ON HIGHWAY 418 FOR 1.1
 ED2050'KM (0.7 MI) TO A FORK IN THE ROAD.  BEAR RIGHT AND CONTINUE ON
 ED2050'HIGHWAY 418 FOR 4.3 KM (2.7 MI) TO COUNTY ROAD S-23-55
 ED2050'(FAIRVIEW ROAD) ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 ED2050'S-23-55 FOR 1.9 KM (1.2 MI) TO THE UNITY BAPTIST CHURCH AND THE
 ED2050'NEELEY FERRY ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON NEELEY
 ED2050'FERRY ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 ED2050'
 ED2050'THE STATION IS A STANDARD SCGS DISK
 ED2050'STAMPED---HORZ 23 054 1979---,
 ED2050'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2050'FLUSH WITH GROUND.  IT IS LOCATED
 ED2050'7.7 METERS WEST FROM THE CENTERLINE OF THE ROAD,
 ED2050'3.27 METERS NORTH FROM UTILITY POLE NUMBER 6, AT A FENCE CORNER
 ED2050'AND
 ED2050'1.50 METERS SOUTH FROM A GUIDE WIRE FOR UTILITY POLE.
 ED2050'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2050'STAMPED---HORZ 23 054 1979---,
 ED2050'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2050'
 ED2050'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2050'STAMPED---AZ MK 23 054 1979---,
 ED2050'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2050'FLUSH WITH GROUND.  IT IS LOCATED
 ED2050'35.0 METERS NORTH FROM UTILITY POLE NUMBER S 69 SPC 12,
 ED2050'12.8 METERS WEST FROM THE APPROXIMATE CENTER OF THE PAVED ROAD,
 ED2050'1.32 METERS EAST FROM A METAL WITNESS POST AND
 ED2050'1.32 METERS EAST FROM A BARBED-WIRE FENCE.
 ED2050'
 ED2050'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ON NEELEY
 ED2050'FERRY ROAD FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF COUNTY ROAD
 ED2050'S-23-55.  TURN LEFT AND GO NORTHERLY ON S-23-55 FOR ABOUT 45
 ED2050'METERS (50 YARDS) TO THE AZIMUTH MARK ON THE LEFT.
 ED2050'
 ED2050'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2050'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2050
 ED2050                          STATION RECOVERY (1979)
 ED2050
 ED2050'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2050'RECOVERED IN GOOD CONDITION.
 ED2050
 ED2050                          STATION RECOVERY (1991)
 ED2050
 ED2050'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2050'STATION IS LOCATED 3.55 MILES WEST SOUTHWEST OF FOUNTAIN INN, 8.4
 ED2050'MILES EAST NORTHEAST OF WARE PLACE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2050'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2050'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2050'STATE HIGHWAY 418 AND INTERSTATE 385, 0.9 MILE SOUTH OF FOUNTAIN INN,
 ED2050'GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0 MILE TO THE JUNCTION OF
 ED2050'STATE ROAD 543 (GREENPOND ROAD LEFT, FAIRVIEW STREET EXTENSION RIGHT)
 ED2050', CONTINUE ON HIGHWAY 418 FOR 0.6 MILE TO THE JUNCTION OF HIGHWAY
 ED2050'651, CONTINUE ON HIGHWAY 418 FOR 2.05 MILES TO THE JUNCTION OF STATE
 ED2050'ROAD 55 (FAIRVIEW ROAD), TURN RIGHT ON ROAD 55 FOR 1.2 MILES TO THE
 ED2050'JUNCTION OF NEELY FERRY ROAD LEFT, TURN LEFT ON NEELY FERRY ROAD FOR
 ED2050'0.2 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE NUMBER 6 WITH
 ED2050'GUY WIRE IN THE SOUTHEAST CORNER OF A YARD OF A BRICK HOUSE.  STATION
 ED2050'IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET ABOVE THE ROAD,
 ED2050'25.6 FEET WEST OF THE CENTER OF THE ROAD, 4.8 FEET SOUTH SOUTHEAST OF
 ED2050'GUY WIRE ANCHOR, 10.8 FEET NORTH OF THE POWER POLE, 10.7 FEET NORTH
 ED2050'NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 1642, 94.6 FEET EAST
 ED2050'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.  RECOVERED BY T.
 ED2050'HALL.
 ED2050
 ED2050                          STATION RECOVERY (2000)
 ED2050
 ED2050'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2050'STATION IS LOCATED 3.7 MILES (6.0 KM) WEST OF FOUNTAIN INN, 14.1 MILES
 ED2050'(22.7 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2050'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2050'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2050'STATE HIGHWAY 418 AND INTERSTATE 385 (EXIT 23) , 1.2 MILES (1.9 KM)
 ED2050'WEST OF FOUNTAIN INN, GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0 MILE
 ED2050'(1.6 KM) TO THE JUNCTION OF STATE ROAD 543 (GREEN POND ROAD) ,
 ED2050'CONTINUE ON HIGHWAY 418 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF
 ED2050'STATE ROAD 55 (FAIRVIEW ROAD) , TURN RIGHT ON ROAD 55 FOR 1.2 MILES
 ED2050'(1.9 KM) TO THE JUNCTION OF NEELEY FERRY ROAD, TURN LEFT ON NEELEY
 ED2050'FERRY ROAD FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE LEFT NEAR A
 ED2050'POWER POLE NUMBER 6 IN THE SOUTHEAST CORNER OF THE YARD OF A BRICK
 ED2050'HOUSE NUMBER 1628.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED2050'AND 3.0 FEET (0.9 M) ABOVE THE ROAD, 25.3 FEET (7.7 M) WEST OF THE
 ED2050'CENTER OF THE ROAD, 10.7 FEET (3.3 M) NORTH OF THE POWER POLE NUMBER 6
 ED2050'WITH A TRANSFORMER, TWO GUY WIRES AND A SCGS REFERENCE WASHER
 ED2050'ATTACHED, 94.5 FEET (28.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ED2050'HOUSE, 10.5 FEET (3.2 M) NORTH OF A TELEPHONE JUNCTION BOX NUMBER
 ED2050'1642, 10.2 FEET (3.1 M) NORTH OF A WITNESS POST.  NOTE-STATION IS NOT
 ED2050'INTERVISIBLE WITH SURVEY STATION 23 054 AZ MK.  RECOVERED BY R.P.
 ED2050'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2049 ***********************************************************************
 ED2049  DESIGNATION -  23 054 AZ MK
 ED2049  PID         -  ED2049
 ED2049  STATE/COUNTY-  SC/GREENVILLE
 ED2049  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2049
 ED2049                         *CURRENT SURVEY CONTROL
 ED2049  ___________________________________________________________________
 ED2049* NAD 83(2001)-  34 40 45.25066(N)    082 15 23.72338(W)     ADJUSTED  
 ED2049* NAVD 88     -       260.460  (meters)     854.53   (feet)  ADJUSTED  
 ED2049  ___________________________________________________________________
 ED2049  X           -     707,496.329 (meters)                     COMP
 ED2049  Y           -  -5,203,063.236 (meters)                     COMP
 ED2049  Z           -   3,608,791.202 (meters)                     COMP
 ED2049  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 ED2049  ELLIP HEIGHT-         229.55  (meters)          (03/13/03) GPS OBS
 ED2049  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED2049  DYNAMIC HT  -         260.197 (meters)     853.66  (feet)  COMP
 ED2049  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 ED2049
 ED2049  HORZ ORDER  -  FIRST
 ED2049  VERT ORDER  -  FIRST     CLASS II
 ED2049  ELLP ORDER  -  FOURTH    CLASS II
 ED2049
 ED2049.The horizontal coordinates were established by GPS observations
 ED2049.and adjusted by the National Geodetic Survey in March 2003..
 ED2049
 ED2049.The orthometric height was determined by differential leveling
 ED2049.and adjusted by the National Geodetic Survey in August 1993..
 ED2049
 ED2049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2049
 ED2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2049
 ED2049.The ellipsoidal height was determined by GPS observations
 ED2049.and is referenced to NAD 83.
 ED2049
 ED2049.The geoid height was determined by GEOID03.
 ED2049
 ED2049.The dynamic height is computed by dividing the NAVD 88
 ED2049.geopotential number by the normal gravity value computed on the
 ED2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2049.degrees latitude (g = 980.6199 gals.).
 ED2049
 ED2049.The modeled gravity was interpolated from observed gravity values.
 ED2049
 ED2049;                    North         East     Units Scale Factor Converg.
 ED2049;SPC SC       -   316,311.799   494,451.093   MT  0.99994888   -0 41 47.9
 ED2049;SPC SC       - 1,037,768.37  1,622,214.87   iFT  0.99994888   -0 41 47.9
 ED2049;UTM  17      - 3,838,190.839   384,885.151   MT  0.99976333   -0 42 54.2
 ED2049
 ED2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2049!SPC SC       -   0.99996397  x   0.99994888  =   0.99991285
 ED2049!UTM  17      -   0.99996397  x   0.99976333  =   0.99972731
 ED2049
 ED2049|---------------------------------------------------------------------|
 ED2049| PID    Reference Object                     Distance      Geod. Az  |
 ED2049|                                                           dddmmss.s |
 ED2049| ED2050 23 054                              314.372 METERS 32620     |
 ED2049|---------------------------------------------------------------------|
 ED2049
 ED2049                          SUPERSEDED SURVEY CONTROL
 ED2049
 ED2049  NAD 83(1986)-  34 40 45.26177(N)    082 15 23.72219(W) AD(       ) 1
 ED2049  NAD 83(1995)-  34 40 45.25016(N)    082 15 23.72307(W) AD(       ) 1
 ED2049  ELLIP H (04/18/02)  229.59   (m)                       GP(       ) 4 1
 ED2049  NAD 83(1986)-  34 40 45.26177(N)    082 15 23.72219(W) AD(       ) 2
 ED2049  NAD 27      -  34 40 44.82533(N)    082 15 24.30638(W) AD(       ) 2
 ED2049  NAVD 88 (04/18/02)  260.46   (m)          854.5    (f) LEVELING    3  
 ED2049  NGVD 29 (12/12/91)  260.551  (m)          854.82   (f) ADJUSTED    1 2
 ED2049
 ED2049.Superseded values are not recommended for survey control.
 ED2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2049.See file dsdata.txt to determine how the superseded data were derived.
 ED2049
 ED2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8488538191(NAD 83)
 ED2049_MARKER: DD = SURVEY DISK
 ED2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2049_SP_SET: CONCRETE POST
 ED2049_STAMPING: AZ MK 23 054 1979
 ED2049_MARK LOGO: SCGS  
 ED2049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2049+STABILITY: SURFACE MOTION
 ED2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2049+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 ED2049
 ED2049  HISTORY     - Date     Condition        Report By
 ED2049  HISTORY     - 1979     MONUMENTED       SCGS
 ED2049  HISTORY     - 1979     GOOD             SCGS
 ED2049  HISTORY     - 19911003 GOOD             SCGS
 ED2049  HISTORY     - 20000717 GOOD             SCGS
 ED2049
 ED2049                          STATION DESCRIPTION
 ED2049
 ED2049'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2049'THE STATION IS LOCATED ABOUT 5-1/2 KM SOUTH OF SIMPSONVILLE,
 ED2049'4-3/4 KM WEST OF FOUNTAIN INN AND WITHIN THE RIGHT-OF-WAY OF
 ED2049'COUNTY ROAD S-23-55.
 ED2049'
 ED2049'TO REACH THE STATION FROM THE POST OFFICE IN FOUNTAIN INN.  GO
 ED2049'NORTH ON STATE HIGHWAYS 418 AND 14 (FAIRVIEW STREET) FOR 0.3 KM
 ED2049'(0.2 MI) TO THE JUNCTION OF STATE HIGHWAYS 418 AND 14.  TURN LEFT
 ED2049'AND GO WESTERLY ON HIGHWAY 418 FOR 1.9 KM (1.2 MI) TO THE
 ED2049'OVERPASS OVER U.S. HIGHWAY 276.  CONTINUE WESTERLY ON HIGHWAY 418
 ED2049'FOR 1.1 KM (0.7 MI) TO A FORK IN THE ROAD.  BEAR RIGHT AND
 ED2049'CONTINUE ON HIGHWAY 418 FOR 4.3 KM (2.7 MI) TO COUNTY ROAD S-23-55
 ED2049'(FAIRVIEW ROAD) ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 ED2049'S-23-55 ROAD FOR 1.9 KM (1.2 MI) TO THE UNITY BAPTIST CHURCH AND
 ED2049'NEELEY FERRY ROAD ON THE LEFT.  CONTINUE NORTHERLY ON S-23-55 FOR
 ED2049'ABOUT 45 METERS (50 YARDS) TO THE STATION ON THE LEFT.
 ED2049'
 ED2049'THE STATION IS A STANDARD SCGS DISK
 ED2049'STAMPED---AZ MK 23 054 1979---,
 ED2049'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2049'FLUSH WITH GROUND.  IT IS LOCATED
 ED2049'35.0 METERS NORTH FROM UTILITY POLE NUMBER S69 SPC 12,
 ED2049'12.8 METERS WEST FROM THE APPROXIMATE CENTER OF THE PAVED ROAD,
 ED2049'1.32 METERS EAST FROM A METAL WITNESS POST AND
 ED2049'1.32 METERS EAST FROM A BARBED WIRE FENCE.
 ED2049'
 ED2049'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2049'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2049
 ED2049                          STATION RECOVERY (1979)
 ED2049
 ED2049'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2049'RECOVERED IN GOOD CONDITION.
 ED2049
 ED2049                          STATION RECOVERY (1991)
 ED2049
 ED2049'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2049'STATION IS 3.5 MILES WEST SOUTHWEST OF FOUNTAIN INN, 8.45 MILES EAST
 ED2049'NORTHEAST OF WARE PLACE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2049'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2049'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2049'STATE HIGHWAY 418 AND INTERSTATE 385, 0.9 MILE SOUTH OF FOUNTAIN INN,
 ED2049'GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0 MILE TO THE JUNCTION OF
 ED2049'STATE ROAD 543 (GREENPOND ROAD LEFT, FAIRVIEW STREET EXTENSION RIGHT)
 ED2049', CONTINUE ON HIGHWAY 418 FOR 0.6 MILE TO THE JUNCTION OF HIGHWAY
 ED2049'651, CONTINUE ON HIGHWAY 418 FOR 2.05 MILES TO THE JUNCTION OF STATE
 ED2049'ROAD 55 (FAIRVIEW ROAD), TURN RIGHT ON ROAD 55 FOR 1.2 MILES TO THE
 ED2049'JUNCTION OF NEELY FERRY ROAD LEFT AND STATION NEAR A FENCE LINE IN
 ED2049'THE NORTH ANGLE OF THE JUNCTION.  STATION IS A CONCRETE POST FLUSH
 ED2049'WITH THE GROUND AND 2.0 FEET BELOW ROAD 55, 42.2 FEET WEST NORTHWEST
 ED2049'OF THE CENTER OF ROAD 55, 136.0 FEET NORTH NORTHEAST OF THE CENTER OF
 ED2049'NEELY FERRY ROAD, 3.5 FEET SOUTH SOUTHEAST OF THE FENCE LINE, 114.5
 ED2049'FEET NORTH NORTHEAST OF A POWER POLE WITH TWO GUY WIRES, 4.6 FEET
 ED2049'WEST NORTHWEST OF A WITNESS POST.  RECOVERED BY T. HALL.
 ED2049
 ED2049                          STATION RECOVERY (2000)
 ED2049
 ED2049'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2049'STATION IS LOCATED 3.6 MILES (5.8 KM) WEST OF FOUNTAIN INN, 14.2 MILES
 ED2049'(22.9 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2049'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2049'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2049'STATE HIGHWAY 418 AND INTERSTATE 385 (EXIT 23) , 1.2 MILES (1.9 KM)
 ED2049'WEST OF FOUNTAIN INN, GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0 MILE
 ED2049'(1.6 KM) TO THE JUNCTION OF STATE ROAD 543 (GREEN POND ROAD) ,
 ED2049'CONTINUE ON HIGHWAY 418 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF
 ED2049'STATE ROAD 55 (FAIRVIEW ROAD) , TURN RIGHT ON ROAD 55 FOR 1.25 MILES
 ED2049'(2.01 KM) TO THE STATION ON THE LEFT NEAR A WIRE FENCE LINE IN THE
 ED2049'NORTH ANGLE OF THE JUNCTION OF NEELY FERRY ROAD.  STATION IS A
 ED2049'CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) BELOW THE
 ED2049'ROAD, 41.7 FEET (12.7 M) WEST NORTHWEST OF THE CENTER OF ROAD 55,
 ED2049'136.9 FEET (41.7 M) NORTHEAST OF THE CENTER OF NEELY FERRY ROAD, 3.5
 ED2049'FEET (1.1 M) SOUTHEAST OF THE WIRE FENCE LINE, 114.3 FEET (34.8 M)
 ED2049'NORTH NORTHEAST OF A POWER POLE WITH TWO GUY WIRES, 4.2 FEET (1.3 M)
 ED2049'EAST SOUTHEAST OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE
 ED2049'WITH SURVEY STATION 23 054.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2042 ***********************************************************************
 ED2042  DESIGNATION -  23 055
 ED2042  PID         -  ED2042
 ED2042  STATE/COUNTY-  SC/GREENVILLE
 ED2042  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2042
 ED2042                         *CURRENT SURVEY CONTROL
 ED2042  ___________________________________________________________________
 ED2042* NAD 83(2001)-  34 38 54.53832(N)    082 18 32.10469(W)     ADJUSTED  
 ED2042* NAVD 88     -       242.164  (meters)     794.50   (feet)  ADJUSTED  
 ED2042  ___________________________________________________________________
 ED2042  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ED2042  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 ED2042  DYNAMIC HT  -         241.919 (meters)     793.70  (feet)  COMP
 ED2042  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 ED2042
 ED2042  HORZ ORDER  -  SECOND
 ED2042  VERT ORDER  -  FIRST     CLASS II
 ED2042
 ED2042.The horizontal coordinates were established by classical geodetic methods
 ED2042.and adjusted by the National Geodetic Survey in March 2004..
 ED2042
 ED2042.The orthometric height was determined by differential leveling
 ED2042.and adjusted by the National Geodetic Survey in August 1993..
 ED2042
 ED2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2042
 ED2042.The geoid height was determined by GEOID03.
 ED2042
 ED2042.The dynamic height is computed by dividing the NAVD 88
 ED2042.geopotential number by the normal gravity value computed on the
 ED2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2042.degrees latitude (g = 980.6199 gals.).
 ED2042
 ED2042.The modeled gravity was interpolated from observed gravity values.
 ED2042
 ED2042;                    North         East     Units Scale Factor Converg.
 ED2042;SPC SC       -   312,960.166   489,612.996   MT  0.99993955   -0 43 32.4
 ED2042;SPC SC       - 1,026,772.20  1,606,341.85   iFT  0.99993955   -0 43 32.4
 ED2042;UTM  17      - 3,834,841.352   380,046.813   MT  0.99977735   -0 44 39.3
 ED2042
 ED2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2042!SPC SC       -   0.99996683  x   0.99993955  =   0.99990638
 ED2042!UTM  17      -   0.99996683  x   0.99977735  =   0.99974418
 ED2042
 ED2042:                Primary Azimuth Mark                     Grid Az
 ED2042:SPC SC       -  23 055 AZ MK                             065 52 46.0
 ED2042:UTM  17      -  23 055 AZ MK                             065 53 52.9
 ED2042
 ED2042|---------------------------------------------------------------------|
 ED2042| PID    Reference Object                     Distance      Geod. Az  |
 ED2042|                                                           dddmmss.s |
 ED2042| ED2054 23 055 AZ MK                        APPROX. 1.9 KM 0650913.6 |
 ED2042|---------------------------------------------------------------------|
 ED2042
 ED2042                          SUPERSEDED SURVEY CONTROL
 ED2042
 ED2042  NAD 83(1986)-  34 38 54.54777(N)    082 18 32.10367(W) AD(       ) 2
 ED2042  NAD 27      -  34 38 54.12183(N)    082 18 32.67301(W) AD(       ) 2
 ED2042  NGVD 29 (12/12/91)  242.258  (m)          794.81   (f) ADJUSTED    1 2
 ED2042
 ED2042.Superseded values are not recommended for survey control.
 ED2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2042.See file dsdata.txt to determine how the superseded data were derived.
 ED2042
 ED2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8004734841(NAD 83)
 ED2042_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2042_SP_SET: CONCRETE POST
 ED2042_STAMPING: HORZ 23 055 1979
 ED2042_MARK LOGO: SCGS  
 ED2042_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2042+STABILITY: SURFACE MOTION
 ED2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2042+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2001
 ED2042
 ED2042  HISTORY     - Date     Condition        Report By
 ED2042  HISTORY     - 1979     MONUMENTED       SCGS
 ED2042  HISTORY     - 1979     GOOD             SCGS
 ED2042  HISTORY     - 19911002 GOOD             SCGS
 ED2042  HISTORY     - 20010117 MARK NOT FOUND   SCGS
 ED2042
 ED2042                          STATION DESCRIPTION
 ED2042
 ED2042'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2042'THE STATION IS LOCATED ABOUT 23-1/4 KM SOUTH OF GREENVILLE, 10-1/2
 ED2042'KM WEST OF FOUNTAIN INN, 8 KM EAST OF WARE PLACE AND ON THE
 ED2042'RIGHT-OF-WAY OF STATE HIGHWAY 418.
 ED2042'
 ED2042'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 ED2042'STATE HIGHWAY 418 IN WARE PLACE.  GO EASTERLY ON HIGHWAY 418 FOR
 ED2042'1.9 KM (1.2 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT ON HIGHWAY 418
 ED2042'AND GO 0.3 KM (0.2 MI) TO A FORK.  BEAR LEFT ON HIGHWAY 418 AND GO
 ED2042'EASTERLY FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF COUNTY HIGHWAY 50.
 ED2042'CONTINUE EASTERLY ON HIGHWAY 418 FOR 4.4 KM (2.75 MI) TO THE
 ED2042'JUNCTION OF COUNTY HIGHWAY 146 AND THE STATION ON THE LEFT.
 ED2042'
 ED2042'THE STATION IS A STANDARD SCGS DISK
 ED2042'STAMPED---HORZ 23 055 1979---,
 ED2042'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2042'FLUSH WITH GROUND.  IT IS LOCATED
 ED2042'31.1 METERS SOUTH FROM THE CENTER LINE OF HIGHWAY 146,
 ED2042'17.5 METERS SOUTH FROM A UTILITY POLE,
 ED2042'5.2 METERS WEST FROM THE CENTER LINE OF HIGHWAY 418 AND
 ED2042'1.35 METERS EAST FROM A METAL WITNESS POST.
 ED2042'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2042'STAMPED---HORZ 23 055 1979---,
 ED2042'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2042'
 ED2042'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2042'STAMPED---AZ MK 23 055 1979---,
 ED2042'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2042'FLUSH WITH GROUND.  IT IS LOCATED
 ED2042'60.0 METERS SOUTH FROM THE CENTER LINE OF A PAVED CROSS ROADS,
 ED2042'6.4 METERS WEST FROM THE CENTER LINE OF STATE HIGHWAY 418,
 ED2042'4.3 METERS EAST FROM A UTILITY POLE NO. 26 AND
 ED2042'1.25 METERS EAST FROM A METAL WITNESS POST.
 ED2042'
 ED2042'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ON STATE
 ED2042'HIGHWAY 418 FOR 1.8 KM (1.15 MI) TO THE MARK ON THE LEFT.
 ED2042'
 ED2042'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2042'NO REFERENCEE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2042
 ED2042                          STATION RECOVERY (1979)
 ED2042
 ED2042'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2042'RECOVERED IN GOOD CONDITION.
 ED2042
 ED2042                          STATION RECOVERY (1991)
 ED2042
 ED2042'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2042'STATION IS LOCATED 7.0 MILES WEST SOUTHWEST OF FOUNTAIN INN, 4.9
 ED2042'MILES EAST NORTHEAST OF WARE PLACE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2042'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2042'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2042'HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN WARE PLACE, GO NORTHEAST
 ED2042'ON HIGHWAY 418 FOR 1.15 MILES TO THE JUNCTION OF STATE ROAD 459, TURN
 ED2042'RIGHT ON HIGHWAY 418 FOR 0.25 MILE TO THE JUNCTION OF STATE ROAD 454
 ED2042'(HOPKINS ROAD), BEAR LEFT ON HIGHWAY 418 FOR 3.75 MILE TO THE
 ED2042'JUNCTION OF STATE ROAD 146 AND THE STATION IN THE WEST ANGLE.
 ED2042'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2042'HIGHWAY, 16.5 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 ED2042'102.5 FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD, 57.3 FEET
 ED2042'SOUTHWEST OF A POWER POLE NUMBER 168 WITH GUY WIRE, 4.8 FEET SOUTH
 ED2042'SOUTHEAST OF A WITNESS POST.  RECOVERED BY T. HALL.
 ED2042
 ED2042                          STATION RECOVERY (2001)
 ED2042
 ED2042'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2042'STATION NOT RECOVERED, A 15 MINUTE SEARCH WAS CONDUCTED WITH NO
 ED2042'RESULTS.  THE STATION SITE IS DETERMINED TO HAVE BEEN GRADED AND A GAS
 ED2042'LINE APPEARS TO HAVE BEEN INSTALLED.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2054 ***********************************************************************
 ED2054  DESIGNATION -  23 055 AZ MK
 ED2054  PID         -  ED2054
 ED2054  STATE/COUNTY-  SC/GREENVILLE
 ED2054  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2054
 ED2054                         *CURRENT SURVEY CONTROL
 ED2054  ___________________________________________________________________
 ED2054* NAD 83(2001)-  34 39 20.50222(N)    082 17 24.23454(W)     ADJUSTED  
 ED2054* NAVD 88     -       221.1    (meters)     725.     (feet)  VERTCON   
 ED2054  ___________________________________________________________________
 ED2054  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 ED2054  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 ED2054
 ED2054  HORZ ORDER  -  SECOND
 ED2054
 ED2054.The horizontal coordinates were established by classical geodetic methods
 ED2054.and adjusted by the National Geodetic Survey in March 2004..
 ED2054
 ED2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2054
 ED2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2054
 ED2054.The geoid height was determined by GEOID03.
 ED2054
 ED2054;                    North         East     Units Scale Factor Converg.
 ED2054;SPC SC       -   313,738.405   491,351.108   MT  0.99994171   -0 42 54.8
 ED2054;SPC SC       - 1,029,325.48  1,612,044.32   iFT  0.99994171   -0 42 54.8
 ED2054;UTM  17      - 3,835,618.899   381,784.889   MT  0.99977225   -0 44 01.2
 ED2054
 ED2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2054!SPC SC       -   0.99997014  x   0.99994171  =   0.99991185
 ED2054!UTM  17      -   0.99997014  x   0.99977225  =   0.99974239
 ED2054
 ED2054                          SUPERSEDED SURVEY CONTROL
 ED2054
 ED2054  NAD 83(1986)-  34 39 20.51183(N)    082 17 24.23369(W) AD(       ) 2
 ED2054  NAD 27      -  34 39 20.08549(N)    082 17 24.80443(W) AD(       ) 2
 ED2054  NGVD 29 (07/19/86)  221.2    (m)          726.     (f) VERT ANG       
 ED2054
 ED2054.Superseded values are not recommended for survey control.
 ED2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2054.See file dsdata.txt to determine how the superseded data were derived.
 ED2054
 ED2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8178535619(NAD 83)
 ED2054_MARKER: DZ = AZIMUTH MARK DISK
 ED2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2054_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2054+STABILITY: SURFACE MOTION
 ED2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2054+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 ED2054
 ED2054  HISTORY     - Date     Condition        Report By
 ED2054  HISTORY     - 1979     MONUMENTED       SCGS
 ED2054  HISTORY     - 20000809 MARK NOT FOUND   SCGS
 ED2054
 ED2054                          STATION DESCRIPTION
 ED2054
 ED2054'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2054'THE STATION IS LOCATED ABOUT 23-1/4 KM SOUTH OF GREENVILLE, 10-1/2
 ED2054'KM EAST OF WARE PLACE, 8-3/4 KM WEST OF FOUNTAIN INN AND ON THE
 ED2054'RIGHT-OF-WAY OF STATE HIGHWAY 418.
 ED2054'
 ED2054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 ED2054'STATE HIGHWAY 418 IN WARE PLACE.  GO EASTERLY ON HIGHWAY 418 FOR
 ED2054'1.9 KM (1.2 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 ED2054'CONTINUE ON HIGHWAY 418 FOR 0.3 KM (0.2 MI) TO A FORK IN
 ED2054'THE ROAD.  BEAR LEFT ON HIGHWAY 418 AND GO EASTERLY FOR 1.9 KM
 ED2054'(1.2 MI) TO THE JUNCTION OF COUNTY ROAD 50.  CONTINUE EASTERLY
 ED2054'FOR 4.4 KM (2.75 MI) TO THE JUNCTION OF COUNTY ROAD 146 AND
 ED2054'STATION 23 055 SCGS ON THE LEFT.  CONTINUE EASTERLY ON HIGHWAY 418
 ED2054'FOR 1.8 KM (1.15 MI) TO THE STATION ON THE LEFT.
 ED2054'
 ED2054'THE STATION IS A STANDARD SCGS DISK
 ED2054'STAMPED---AZ MK 23 055 1979---,
 ED2054'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2054'FLUSH WITH GROUND.  IT IS LOCATED
 ED2054'60.0 METERS SOUTH FROM THE CROSSROAD INTERSECTION ROUTE 418,
 ED2054'6.4 METERS WEST FROM THE CENTER LINE OF ROAD 418,
 ED2054'4.3 METERS EAST FROM A UTILITY POLE NO. 26 AND
 ED2054'1.25 METERS EAST FROM A METAL WITNESS POST
 ED2054'
 ED2054'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2054'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2054
 ED2054                          STATION RECOVERY (2000)
 ED2054
 ED2054'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2054'NOT RECOVERED, AREA HAS BEEN CLEARED AND GRADED, SEARCHED FOR 15
 ED2054'MINUTES.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2046 ***********************************************************************
 ED2046  DESIGNATION -  23 056
 ED2046  PID         -  ED2046
 ED2046  STATE/COUNTY-  SC/GREENVILLE
 ED2046  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2046
 ED2046                         *CURRENT SURVEY CONTROL
 ED2046  ___________________________________________________________________
 ED2046* NAD 83(2001)-  34 37 39.37274(N)    082 20 55.92334(W)     ADJUSTED  
 ED2046* NAVD 88     -       251.554  (meters)     825.31   (feet)  ADJUSTED  
 ED2046  ___________________________________________________________________
 ED2046  X           -     699,548.299 (meters)                     COMP
 ED2046  Y           -  -5,207,416.820 (meters)                     COMP
 ED2046  Z           -   3,604,074.284 (meters)                     COMP
 ED2046  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ED2046  ELLIP HEIGHT-         220.77  (meters)          (03/13/03) GPS OBS
 ED2046  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ED2046  DYNAMIC HT  -         251.299 (meters)     824.47  (feet)  COMP
 ED2046  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 ED2046
 ED2046  HORZ ORDER  -  FIRST
 ED2046  VERT ORDER  -  FIRST     CLASS II
 ED2046  ELLP ORDER  -  FOURTH    CLASS II
 ED2046
 ED2046.The horizontal coordinates were established by GPS observations
 ED2046.and adjusted by the National Geodetic Survey in March 2003..
 ED2046
 ED2046.The orthometric height was determined by differential leveling
 ED2046.and adjusted by the National Geodetic Survey in August 1993..
 ED2046
 ED2046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2046
 ED2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2046
 ED2046.The ellipsoidal height was determined by GPS observations
 ED2046.and is referenced to NAD 83.
 ED2046
 ED2046.The geoid height was determined by GEOID03.
 ED2046
 ED2046.The dynamic height is computed by dividing the NAVD 88
 ED2046.geopotential number by the normal gravity value computed on the
 ED2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2046.degrees latitude (g = 980.6199 gals.).
 ED2046
 ED2046.The modeled gravity was interpolated from observed gravity values.
 ED2046
 ED2046;                    North         East     Units Scale Factor Converg.
 ED2046;SPC SC       -   310,691.374   485,920.837   MT  0.99993338   -0 44 52.1
 ED2046;SPC SC       - 1,019,328.65  1,594,228.47   iFT  0.99993338   -0 44 52.1
 ED2046;UTM  17      - 3,832,574.112   376,354.481   MT  0.99978844   -0 45 59.7
 ED2046
 ED2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2046!SPC SC       -   0.99996535  x   0.99993338  =   0.99989873
 ED2046!UTM  17      -   0.99996535  x   0.99978844  =   0.99975379
 ED2046
 ED2046:                Primary Azimuth Mark                     Grid Az
 ED2046:SPC SC       -  23 056 AZ MK PTA                         007 11 28.5
 ED2046:UTM  17      -  23 056 AZ MK PTA                         007 12 36.1
 ED2046
 ED2046|---------------------------------------------------------------------|
 ED2046| PID    Reference Object                     Distance      Geod. Az  |
 ED2046|                                                           dddmmss.s |
 ED2046| ED2068 23 056 AZ MK PTA                    APPROX. 0.6 KM 0062636.4 |
 ED2046| ED2067 23 056 AZ MK                        APPROX. 0.6 KM 0062641.2 |
 ED2046|---------------------------------------------------------------------|
 ED2046
 ED2046                          SUPERSEDED SURVEY CONTROL
 ED2046
 ED2046  NAD 83(1986)-  34 37 39.38259(N)    082 20 55.92341(W) AD(       ) 1
 ED2046  NAD 83(1995)-  34 37 39.37309(N)    082 20 55.92380(W) AD(       ) 1
 ED2046  ELLIP H (04/18/02)  220.77   (m)                       GP(       ) 4 1
 ED2046  NAD 83(1986)-  34 37 39.38210(N)    082 20 55.91945(W) AD(       ) 2
 ED2046  NAD 27      -  34 37 38.96461(N)    082 20 56.46916(W) AD(       ) 2
 ED2046  NAVD 88 (04/18/02)  251.55   (m)          825.3    (f) LEVELING    3  
 ED2046  NGVD 29 (12/12/91)  251.649  (m)          825.62   (f) ADJUSTED    1 2
 ED2046
 ED2046.Superseded values are not recommended for survey control.
 ED2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2046.See file dsdata.txt to determine how the superseded data were derived.
 ED2046
 ED2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7635432574(NAD 83)
 ED2046_MARKER: DD = SURVEY DISK
 ED2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2046_SP_SET: CONCRETE POST
 ED2046_STAMPING: HORZ 23 056 1979
 ED2046_MARK LOGO: SCGS  
 ED2046_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2046+STABILITY: SURFACE MOTION
 ED2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2046+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 ED2046
 ED2046  HISTORY     - Date     Condition        Report By
 ED2046  HISTORY     - 1979     MONUMENTED       SCGS
 ED2046  HISTORY     - 1979     GOOD             SCGS
 ED2046  HISTORY     - 19911002 GOOD             SCGS
 ED2046  HISTORY     - 20000712 GOOD             SCGS
 ED2046
 ED2046                          STATION DESCRIPTION
 ED2046
 ED2046'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2046'THE STATION IS LOCATED ABOUT 24 KM SOUTH OF GREENVILLE, 4 KM EAST
 ED2046'OF WARE PLACE AND ON THE RIGHT-OF-WAY OF COUNTY ROAD 2-23-50.
 ED2046'
 ED2046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 ED2046'STATE HIGHWAY 418 IN WARE PLACE.  GO EAST ON HIGHWAY 418 FOR 1.9
 ED2046'KM (1.2 MI) TO WHERE HIGHWAY 418 TURNS RIGHT.  TURN RIGHT
 ED2046'CONTINUING ON HIGHWAY 418 FOR 0.3 KM (0.2 MI) TO A FORK IN THE
 ED2046'ROAD.  BEAR LEFT ON HIGHWAY 418 FOR 1.9 KM (1.2 MI) TO THE
 ED2046'JUNCTION OF COUNTY ROAD 2-23-50.  TURN RIGHT AND GO SOUTHERLY ON
 ED2046'S-23-50 (REEDY FORK ROAD) FOR 0.6 KM (0.35 MI) TO A SIDE ROAD LEFT
 ED2046'(HOLLY DRIVE) AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED2046'CONTINUE SOUTHERLY ON 2-23-50 FOR 0.4 KM (0.25 MI) TO THE
 ED2046'JUNCTION WITH A PIPE LINE.  CONTINUE SOUTHERLY ON 2-23-50 FOR
 ED2046'0.2 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 ED2046'
 ED2046'THE STATION IS A STANDARD SCGS DISK
 ED2046'STAMPED---HORZ 23 056 1979---,
 ED2046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2046'FLUSH WITH GROUND.  IT IS LOCATED
 ED2046'16.40 METERS WEST FROM A 1.2 METER HIGH CONCRETE MARKER, WITH
 ED2046'THE LETTER A, FOR A GAS PIPELINE,
 ED2046'4.80 METERS WEST FROM THE CENTER LINE OF THE PAVED ROAD AND
 ED2046'1.50 METERS EAST FROM A METAL WITNESS POST.
 ED2046'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2046'STAMPED---HORZ 23 056 1979---,
 ED2046'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2046'
 ED2046'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2046'STAMPED---AZ MK 23 056 1979---,
 ED2046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2046'FLUSH WITH GROUND.  IT IS LOCATED
 ED2046'25.1 METERS SOUTH OF THE APPROXIMATE CENTER OF HOLLY DRIVE,
 ED2046'6.0 METERS EAST OF THE CENTER OF REEDY FORK ROAD,
 ED2046'5.15 METERS WEST FROM A FENCE LINE AND
 ED2046'1.10 METERS WEST FROM A METAL WITNESS POST.
 ED2046'
 ED2046'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2046'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2046
 ED2046                          STATION RECOVERY (1979)
 ED2046
 ED2046'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2046'RECOVERED IN GOOD CONDITION.
 ED2046
 ED2046                          STATION RECOVERY (1991)
 ED2046
 ED2046'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2046'STATION IS LOCATED 2.4 MILES EAST OF WARE PLACE.  OWNERSHIP--SCDHPT,
 ED2046'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2046'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2046'HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN WARE PLACE, GO NORTHEAST
 ED2046'ON HIGHWAY 418 FOR 1.15 MILES TO THE JUNCTION OF STATE ROAD 459, TURN
 ED2046'RIGHT ON HIGHWAY 418 FOR 0.25 MILE TO THE JUNCTION OF STATE ROAD 454
 ED2046'(HOPKINS ROAD), BEAR LEFT ON HIGHWAY 418 FOR 1.2 MILES TO THE
 ED2046'JUNCTION OF STATE ROAD 50 (REEDY FORK ROAD), TURN RIGHT ON ROAD 50
 ED2046'FOR 0.3 MILE TO THE JUNCTION OF HOLLY DRIVE LEFT, CONTINUE ON ROAD 50
 ED2046'FOR 0.4 MILE TO THE STATION ON THE RIGHT IN THE SHOULDER OF THE ROAD
 ED2046'ACROSS FROM THE FIRST OF FOUR CONCRETE POSTS MARKING NEARBY GAS
 ED2046'PIPELINES.  STATION IS A CONCRETE POST RECESSED 2-INCHES AND LEVEL
 ED2046'WITH THE ROAD, 16.0 FEET WEST NORTHWEST OF THE CENTER OF THE ROAD,
 ED2046'53.6 FEET WEST OF THE CONCRETE POST MARKED A, 109.8 FEET NORTH OF THE
 ED2046'CONCRETE POST MARKED B, 3.0 FEET EAST SOUTHEAST OF A WITNESS POST.
 ED2046'NOTE-STATION INTERVISIBLE TO STATION 23 056 AZ MK WITH TALL SETUPS.
 ED2046'RECOVERED BY T. HALL.
 ED2046
 ED2046                          STATION RECOVERY (2000)
 ED2046
 ED2046'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2046'STATION IS LOCATED 8.3 MILES (13.4 KM) SOUTHEAST OF PIEDMONT, 15.7
 ED2046'MILES (25.3 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2046'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2046'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2046'HIGHWAYS 418 (OLD HUNDRED ROAD) , 8 (PELZER HIGHWAY) AND U.S. HIGHWAY
 ED2046'25 (AUGUST ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF
 ED2046'PELZER, GO EAST NORTHEAST ON HIGHWAY 418 FOR 1.15 MILES (1.85 KM) TO
 ED2046'THE JUNCTION OF STATE ROAD 459 (OLD HUNDRED ROAD) , TURN RIGHT ON
 ED2046'HIGHWAY 418 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 454
 ED2046'(HOPKINS ROAD) AHEAD, BEAR LEFT ON HIGHWAY 418 FOR 1.2 MILES (1.9 KM)
 ED2046'TO THE JUNCTION OF STATE 50 (REEDY FORK ROAD) , TURN RIGHT ON ROAD 50
 ED2046'FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF A PAVED ROAD LEFT (HOLLY
 ED2046'DRIVE) , CONTINUE ON ROAD 50 FOR 0.4 MILE (0.6 KM) TO THE STATION ON
 ED2046'THE RIGHT IN THE SHOULDER OF THE ROAD AND ACROSS FROM THE NORTHERN
 ED2046'MOST ONE OF FOUR CONCRETE POSTS MARKING GAS PIPELINES. STATION IS A
 ED2046'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 16.0 FEET
 ED2046'(4.9 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 53.8 FEET (16.4 M)
 ED2046'WEST OF THE NORTH ONE OF FOUR CONCRETE MARKER POSTS, 78.9 FEET (24.0
 ED2046'M) SOUTH OF A WOODEN FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED,
 ED2046'21.9 FEET (6.7 M) EAST SOUTHEAST OF A WITNESS POST.  NOTE-STATION IS
 ED2046'NOT INTERVISIBLE WITH SURVEY STATION 23 056 AZ MK.  RECOVERED BY J.B.
 ED2046'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2067 ***********************************************************************
 ED2067  DESIGNATION -  23 056 AZ MK
 ED2067  PID         -  ED2067
 ED2067  STATE/COUNTY-  SC/GREENVILLE
 ED2067  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2067
 ED2067                         *CURRENT SURVEY CONTROL
 ED2067  ___________________________________________________________________
 ED2067* NAD 83(2001)-  34 37 59.12700(N)    082 20 53.22369(W)     ADJUSTED  
 ED2067* NAVD 88     -       246.963  (meters)     810.24   (feet)  ADJUSTED  
 ED2067  ___________________________________________________________________
 ED2067  X           -     699,569.888 (meters)                     COMP
 ED2067  Y           -  -5,207,061.054 (meters)                     COMP
 ED2067  Z           -   3,604,572.569 (meters)                     COMP
 ED2067  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 ED2067  ELLIP HEIGHT-         216.17  (meters)          (03/13/03) GPS OBS
 ED2067  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 ED2067  DYNAMIC HT  -         246.712 (meters)     809.42  (feet)  COMP
 ED2067  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 ED2067
 ED2067  HORZ ORDER  -  FIRST
 ED2067  VERT ORDER  -  FIRST     CLASS II
 ED2067  ELLP ORDER  -  FOURTH    CLASS II
 ED2067
 ED2067.The horizontal coordinates were established by GPS observations
 ED2067.and adjusted by the National Geodetic Survey in March 2003..
 ED2067
 ED2067.The orthometric height was determined by differential leveling
 ED2067.and adjusted by the National Geodetic Survey in August 1993..
 ED2067
 ED2067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2067
 ED2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2067
 ED2067.The ellipsoidal height was determined by GPS observations
 ED2067.and is referenced to NAD 83.
 ED2067
 ED2067.The geoid height was determined by GEOID03.
 ED2067
 ED2067.The dynamic height is computed by dividing the NAVD 88
 ED2067.geopotential number by the normal gravity value computed on the
 ED2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2067.degrees latitude (g = 980.6199 gals.).
 ED2067
 ED2067.The modeled gravity was interpolated from observed gravity values.
 ED2067
 ED2067;                    North         East     Units Scale Factor Converg.
 ED2067;SPC SC       -   311,299.111   485,997.532   MT  0.99993499   -0 44 50.6
 ED2067;SPC SC       - 1,021,322.54  1,594,480.09   iFT  0.99993499   -0 44 50.6
 ED2067;UTM  17      - 3,833,181.735   376,431.365   MT  0.99978820   -0 45 58.5
 ED2067
 ED2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2067!SPC SC       -   0.99996607  x   0.99993499  =   0.99990106
 ED2067!UTM  17      -   0.99996607  x   0.99978820  =   0.99975428
 ED2067
 ED2067:                Primary Azimuth Mark                     Grid Az
 ED2067:SPC SC       -  23 056                                   187 11 33.3
 ED2067:UTM  17      -  23 056                                   187 12 41.2
 ED2067
 ED2067|---------------------------------------------------------------------|
 ED2067| PID    Reference Object                     Distance      Geod. Az  |
 ED2067|                                                           dddmmss.s |
 ED2067| ED2046 23 056                              APPROX. 0.6 KM 1862642.7 |
 ED2067| ED2070 23 051 AZ MK                        APPROX. 1.7 KM 3523321.1 |
 ED2067|---------------------------------------------------------------------|
 ED2067
 ED2067                          SUPERSEDED SURVEY CONTROL
 ED2067
 ED2067  NAD 83(1986)-  34 37 59.13678(N)    082 20 53.22376(W) AD(       ) 1
 ED2067  NAD 83(1995)-  34 37 59.12730(N)    082 20 53.22408(W) AD(       ) 1
 ED2067  ELLIP H (04/18/02)  216.17   (m)                       GP(       ) 4 1
 ED2067  NAD 83(1986)-  34 37 59.13694(N)    082 20 53.22149(W) AD(       ) 2
 ED2067  NAD 27      -  34 37 58.71989(N)    082 20 53.77109(W) AD(       ) 2
 ED2067  NAVD 88 (04/18/02)  246.96   (m)          810.2    (f) LEVELING    3  
 ED2067  NGVD 29 (12/12/91)  247.058  (m)          810.56   (f) ADJUSTED    1 2
 ED2067
 ED2067.Superseded values are not recommended for survey control.
 ED2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2067.See file dsdata.txt to determine how the superseded data were derived.
 ED2067
 ED2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7643133182(NAD 83)
 ED2067_MARKER: DD = SURVEY DISK
 ED2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2067_SP_SET: CONCRETE POST
 ED2067_STAMPING: AZ MK 23 056 1979
 ED2067_MARK LOGO: SCGS  
 ED2067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2067+STABILITY: SURFACE MOTION
 ED2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2067+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 ED2067
 ED2067  HISTORY     - Date     Condition        Report By
 ED2067  HISTORY     - 1979     MONUMENTED       SCGS
 ED2067  HISTORY     - 1979     GOOD             SCGS
 ED2067  HISTORY     - 19911002 GOOD             SCGS
 ED2067  HISTORY     - 20000712 GOOD             SCGS
 ED2067
 ED2067                          STATION DESCRIPTION
 ED2067
 ED2067'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2067'THE STATION IS LOCATED ABOUT 24 KM SOUTH OF GREENVILLE, 3-1/4 KM
 ED2067'EAST OF WARE PLACE AND ON THE RIGHT-OF-WAY OF COUNTY ROAD S-23-50.
 ED2067'
 ED2067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 ED2067'STATE HIGHWAY 418 IN WARE PLACE.  GO EAST ON HIGHWAY 415 FOR 1.9
 ED2067'KM (1.2 MI) TO WHERE HIGHWAY 418 TURNS RIGHT.  TURN RIGHT ON
 ED2067'HIGHWAY 418 FOR 0.3 KM (0.2 MI) TO A FORK IN THE ROAD.  BEAR LEFT
 ED2067'ON HIGHWAY 418 FOR 1.9 KM (1.2 MI) TO THE JUNCTIONN OF COUNTY ROAD
 ED2067'S-23-50.  TURN RIGHT AND GO SOUTHERLY ON S-23-50 (REEDY FORK ROAD)
 ED2067'FOR 0.6 KM (0.35 MI) TO A SIDE ROAD LEFT (HOLLY DRIVE) AND THE
 ED2067'STATION ON THE LEFT.
 ED2067'
 ED2067'THE STATION IS A STANDARD SCGS DISK
 ED2067'STAMPED---AZ MK 23 056 1979---,
 ED2067'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2067'FLUSH WITH GROUND.  IT IS LOCATED
 ED2067'26.7 METERS NORTHEAST FROM A UTILITY POLE NO. 1/7,
 ED2067'25.1 METERS SOUTH FROM THE APPROXIMATE CENTER OF HOLLY DRIVE,
 ED2067'6.0 METERS EAST FROM THE CENTERLINE OF REEDY FORK ROAD,
 ED2067'5.15 METERS WEST FROM A FENCE LINE AND
 ED2067'1.10 METERS WEST FROM A METAL WITNESS POST.
 ED2067'
 ED2067'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2067'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2067
 ED2067                          STATION RECOVERY (1979)
 ED2067
 ED2067'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2067'RECOVERED IN GOOD CONDITION.
 ED2067
 ED2067                          STATION RECOVERY (1991)
 ED2067
 ED2067'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2067'STATION IS LOCATED 2.4 MILES EAST NORTHEAST OF WARE PLACE.
 ED2067'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2067'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED2067'THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN
 ED2067'WARE PLACE, GO NORTHEAST ON HIGHWAY 418 FOR 1.15 MILES TO THE
 ED2067'JUNCTION OF STATE ROAD 459, TURN RIGHT ON HIGHWAY 418 FOR 0.25 MILE
 ED2067'TO THE JUNCTION OF STATE ROAD 454 (HOPKINS ROAD), BEAR LEFT ON
 ED2067'HIGHWAY 418 FOR 1.2 MILES TO THE JUNCTION OF STATE ROAD 50 (REEDY
 ED2067'FORK ROAD), TURN RIGHT ON ROAD 50 FOR 0.3 MILE TO THE JUNCTION OF
 ED2067'HOLLY DRIVE LEFT AND THE STATION IN THE SHOULDER OF THE ROAD IN THE
 ED2067'SOUTHEAST ANGLE OF THE DRIVE.  STATION IS A CONCRETE POST FLUSH WITH
 ED2067'THE GROUND AND LEVEL WITH THE ROAD, 19.8 FEET EAST OF THE CENTER OF
 ED2067'THE ROAD, 74.3 FEET SOUTH SOUTHWEST OF THE CENTER OF HOLLY DRIVE,
 ED2067'26.8 FEET NORTHWEST OF A CEDAR FENCE POST WITH A SCGS REFERENCE
 ED2067'WASHER ATTACHED, 36.7 FEET SOUTH SOUTHWEST OF A CORNER FENCE POST
 ED2067'WITH SIGN (POSTED PRIVATE PROPERTY) ATTACHED, 18.5 FEET WEST OF A
 ED2067'WITNESS POST.  RECOVERED BY T. HALL.
 ED2067
 ED2067                          STATION RECOVERY (2000)
 ED2067
 ED2067'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2067'STATION IS LOCATED 8.15 MILES (13.12 KM) SOUTHEAST OF PIEDMONT, 15.35
 ED2067'MILES (24.70 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2067'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2067'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2067'HIGHWAYS 418 (OLD HUNDRED ROAD) , 8 (PELZER HIGHWAY) AND U.S. HIGHWAY
 ED2067'25 (AUGUST ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF
 ED2067'PELZER, GO EAST NORTHEAST ON HIGHWAY 418 FOR 1.15 MILES (1.85 KM) TO
 ED2067'THE JUNCTION OF STATE ROAD 459 (OLD HUNDRED ROAD) , BEAR RIGHT ON
 ED2067'HIGHWAY 418 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 454
 ED2067'(HOPKINS ROAD) , BEAR LEFT ON HIGHWAY 418 FOR 1.2 MILES (1.9 KM) TO
 ED2067'THE JUNCTION OF STATE 50 (REEDY FORK ROAD) , TURN RIGHT ON ROAD 50 FOR
 ED2067'0.35 MILE (0.56 KM) TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE
 ED2067'OF A PAVED ROAD LEFT (HOLLY DRIVE) .  STATION IS A CONCRETE POST FLUSH
 ED2067'WITH THE GROUND AND LEVEL WITH THE ROAD, 20.1 FEET (6.1 M) EAST OF THE
 ED2067'CENTER OF THE ROAD, 74.4 FEET (22.7 M) SOUTH SOUTHWEST OF THE CENTER
 ED2067'OF THE DRIVE, 57.9 FEET (17.6 M) NORTHEAST OF A WOODEN FENCE POST WITH
 ED2067'A SCGS REFERENCE WASHER ATTACHED, 21.7 FEET (6.6 M) WEST OF A WITNESS
 ED2067'POST.  NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 23 056.
 ED2067'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2104 ***********************************************************************
 ED2104  DESIGNATION -  23 057
 ED2104  PID         -  ED2104
 ED2104  STATE/COUNTY-  SC/GREENVILLE
 ED2104  USGS QUAD   -  PELZER (1983)
 ED2104
 ED2104                         *CURRENT SURVEY CONTROL
 ED2104  ___________________________________________________________________
 ED2104* NAD 83(2001)-  34 39 07.36685(N)    082 24 02.16261(W)     ADJUSTED  
 ED2104* NAVD 88     -       267.593  (meters)     877.93   (feet)  ADJUSTED  
 ED2104  ___________________________________________________________________
 ED2104  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 ED2104  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 ED2104  DYNAMIC HT  -         267.320 (meters)     877.03  (feet)  COMP
 ED2104  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 ED2104
 ED2104  HORZ ORDER  -  SECOND
 ED2104  VERT ORDER  -  FIRST     CLASS II
 ED2104
 ED2104.The horizontal coordinates were established by classical geodetic methods
 ED2104.and adjusted by the National Geodetic Survey in March 2004..
 ED2104
 ED2104.The orthometric height was determined by differential leveling
 ED2104.and adjusted by the National Geodetic Survey in August 1993..
 ED2104
 ED2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2104
 ED2104.The geoid height was determined by GEOID03.
 ED2104
 ED2104.The dynamic height is computed by dividing the NAVD 88
 ED2104.geopotential number by the normal gravity value computed on the
 ED2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2104.degrees latitude (g = 980.6199 gals.).
 ED2104
 ED2104.The modeled gravity was interpolated from observed gravity values.
 ED2104
 ED2104;                    North         East     Units Scale Factor Converg.
 ED2104;SPC SC       -   313,465.590   481,214.398   MT  0.99994062   -0 46 35.4
 ED2104;SPC SC       - 1,028,430.41  1,578,787.40   iFT  0.99994062   -0 46 35.4
 ED2104;UTM  17      - 3,835,349.527   371,649.646   MT  0.99980305   -0 47 47.3
 ED2104
 ED2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2104!SPC SC       -   0.99996283  x   0.99994062  =   0.99990346
 ED2104!UTM  17      -   0.99996283  x   0.99980305  =   0.99976589
 ED2104
 ED2104:                Primary Azimuth Mark                     Grid Az
 ED2104:SPC SC       -  WARE PLACE MODELS COAT INC TK            163 45 46.0
 ED2104:UTM  17      -  WARE PLACE MODELS COAT INC TK            163 46 57.9
 ED2104
 ED2104|---------------------------------------------------------------------|
 ED2104| PID    Reference Object                     Distance      Geod. Az  |
 ED2104|                                                           dddmmss.s |
 ED2104| ED2103 WARE PLACE MODELS COAT INC TK       APPROX. 3.1 KM 1625910.6 |
 ED2104|---------------------------------------------------------------------|
 ED2104
 ED2104                          SUPERSEDED SURVEY CONTROL
 ED2104
 ED2104  NAD 83(1986)-  34 39 07.37553(N)    082 24 02.16046(W) AD(       ) 2
 ED2104  NAD 27      -  34 39 06.96123(N)    082 24 02.70392(W) AD(       ) 2
 ED2104  NGVD 29 (12/12/91)  267.689  (m)          878.24   (f) ADJUSTED    1 2
 ED2104
 ED2104.Superseded values are not recommended for survey control.
 ED2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2104.See file dsdata.txt to determine how the superseded data were derived.
 ED2104
 ED2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7165035350(NAD 83)
 ED2104_MARKER: DD = SURVEY DISK
 ED2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2104_SP_SET: CONCRETE POST
 ED2104_STAMPING: HORZ 23 057 1979
 ED2104_MARK LOGO: SCGS  
 ED2104_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2104+STABILITY: SURFACE MOTION
 ED2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2104+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED2104
 ED2104  HISTORY     - Date     Condition        Report By
 ED2104  HISTORY     - 1979     MONUMENTED       SCGS
 ED2104  HISTORY     - 1979     GOOD             SCGS
 ED2104  HISTORY     - 19911021 GOOD             SCGS
 ED2104  HISTORY     - 19921209 GOOD             SCGS
 ED2104  HISTORY     - 20000711 GOOD             SCGS
 ED2104
 ED2104                          STATION DESCRIPTION
 ED2104
 ED2104'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2104'THE STATION IS LOCATED ABOUT 8 KM SOUTH OF MOONVILLE, 3-1/4 KM
 ED2104'NORTH OF WARE PLACE, 1-1/2 KM WEST OF U.S. HIGHWAY 25, 1-1/4 KM
 ED2104'NORTH OF WOODVILLE ROAD (COUNTY ROAD S-23-450) AND ALONG THE EAST
 ED2104'SIDE OF LOLLIS ROAD ON THE ROAD RIGHT-OF-WAY.
 ED2104'
 ED2104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25, STATE
 ED2104'HIGHWAYS 8 AND 418 IN WARE PLACE.  GO NORTH ON U.S. HIGHWAY 25 FOR
 ED2104'3.1 KM (1.9 MI) TO THE ELLEN WOODSIDE SCHOOL ON THE LEFT.
 ED2104'CONTINUE NORTH ON HIGHWAY 25 FOR 0.5 KM (0.3 MI) TO A SIDE ROAD
 ED2104'LEFT.  TURN LEFT AND GO WEST ON WOODVILLE ROAD (COUNTY ROAD
 ED2104'S-23-450) FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 ED2104'AND GO NORTH ON LOLLIS ROAD FOR 0.3 KM (0.2 MI) TO THE STATION
 ED2104'ON THE RIGHT.
 ED2104'
 ED2104'THE STATION IS A STANDARD SCGS DISK
 ED2104'STAMPED---23 057 1979---,
 ED2104'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2104'FLUSH WITH GROUND.  IT IS LOCATED
 ED2104'32.0 METERS NORTHEAST FROM A POWERPOLE WITH A TRANSFORMER,
 ED2104'9.0 METERS SOUTHWEST FROM A DIRT ROAD ENTERING A FIELD,
 ED2104'3.0 METERS NORTHEAST FROM THE CENTER OF ROAD,
 ED2104'2.60 METERS EAST FROM A FENCE LINE AND
 ED2104'1.30 METERS NORTHWEST FROM A METAL WITNESS POST.
 ED2104'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2104'STAMPED---23 057 1979---,
 ED2104'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2104'
 ED2104'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2104'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2104'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 ED2104
 ED2104                          STATION RECOVERY (1979)
 ED2104
 ED2104'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2104'RECOVERED IN GOOD CONDITION.
 ED2104
 ED2104                          STATION RECOVERY (1991)
 ED2104
 ED2104'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2104'STATION IS LOCATED 1.75 MILES NORTH NORTHWEST OF WARE PLACE.
 ED2104'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2104'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED2104'THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN
 ED2104'WARE PLACE, GO NORTH ON HIGHWAY 25 FOR 1.55 MILES TO THE JUNCTION OF
 ED2104'STATE ROAD 450 (WOODVILLE ROAD), TURN LEFT ON ROAD 450 FOR 0.7 MILE
 ED2104'TO THE JUNCTION OF A ROAD RIGHT, TURN RIGHT ON THE ROAD FOR 0.2 MILE
 ED2104'TO A FIELD ACCESS ROAD RIGHT AND THE STATION IN THE SOUTHEAST ANGLE.
 ED2104'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2104'ROAD, 30.0 FEET EAST OF THE CENTER OF THE ROAD, 9.8 FEET SOUTH
 ED2104'SOUTHWEST OF THE CENTER OF THE FIELD ACCESS ROAD LEADING EAST TO A
 ED2104'FIELD, 42.3 FEET SOUTH SOUTHEAST OF A CORNER FENCE POST WITH A SCGS
 ED2104'REFERENCE WASHER ATTACHED, 8.4 FEET WEST NORTHWEST OF A WITNESS POST.
 ED2104'RECOVERED BY T. HALL.
 ED2104
 ED2104                          STATION RECOVERY (1992)
 ED2104
 ED2104'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2104'STATION IS LOCATED 1.75 MILES (2.82 KM) NORTH NORTHWEST OF WARE PLACE.
 ED2104'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2104'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED2104'JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN WARE
 ED2104'PLACE, GO NORTH ON HIGHWAY 25 FOR 1.55 MILES (2.49 KM) TO THE JUNCTION
 ED2104'OF STATE ROAD 450 (WOODVILLE ROAD), TURN LEFT ON ROAD 450 FOR 0.7 MILE
 ED2104'(1.1 KM) TO THE JUNCTION OF A ROAD RIGHT, TURN RIGHT ON THE ROAD FOR
 ED2104'0.2 MILE (0.3 KM) TO A FIELD ACCESS ROAD RIGHT AND THE STATION IN THE
 ED2104'SOUTHEAST ANGLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED2104'LEVEL WITH THE ROAD, 9.8 FEET (3.0 M) EAST OF THE CENTER OF THE ROAD,
 ED2104'30.0 FEET (9.1 M) SOUTH SOUTHWEST OF THE CENTER OF THE FIELD ACCESS
 ED2104'ROAD LEADING EAST TO A FIELD, 42.3 FEET (12.9 M) SOUTH SOUTHEAST OF A
 ED2104'CORNER FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 89.2 FEET
 ED2104'(27.2 M) NORTH NORTHEAST OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH A
 ED2104'DRIVEWAY TO A WOODEN SHOP, 88.3 FEET (26.9 M) SOUTH SOUTHEAST OF A
 ED2104'POWER POLE WITH A TRANSFORMER, 8.4 FEET (2.6 M) WEST NORTHWEST OF A
 ED2104'WITNESS POST. RECOVERED BY T. HALL.
 ED2104
 ED2104                          STATION RECOVERY (2000)
 ED2104
 ED2104'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2104'STATION IS LOCATED 4.1 MILES (6.6 KM) EAST OF PIEDMONT, 10.1 MILE
 ED2104'(16.3 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2104'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350
 ED2104'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 418 (OLD
 ED2104'HUNDRED ROAD) , 8 (PELZER HIGHWAY) AND U.S.  HIGHWAY 25 (AUGUSTA ROAD)
 ED2104'IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF PELZER, GO NORTH
 ED2104'ON HIGHWAY 25 FOR 1.55 MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD
 ED2104'450 (WOODVILLE ROAD) , TURN LEFT ON ROAD 450 FOR 0.65 MILE (1.05 KM)
 ED2104'TO THE JUNCTION OF A ROAD RIGHT (LOLLIS ROAD) , TURN RIGHT ON LOLLIS
 ED2104'ROAD FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT IN THE
 ED2104'SOUTHEAST ANGLE OF A FIELD ACCESS ROAD LEADING EAST.  STATION IS A
 ED2104'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 10.2
 ED2104'FEET (3.1 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 30.5 FEET (9.3
 ED2104'M) SOUTH SOUTHWEST OF THE CENTER OF THE FIELD ACCESS ROAD, 24.9 FEET
 ED2104'(7.6 M) SOUTHWEST OF A CORNER FENCE POST WITH A SCGS REFERENCE WASHER
 ED2104'ATTACHED, 87.5 FEET (26.7 M) NORTH NORTHEAST OF A TELEPHONE JUNCTION
 ED2104'BOX NUMBER 2, 59.6 FEET (18.2 M) NORTH OF A 1.4-FOOT PINE TREE WITH A
 ED2104'SCGS REFERENCE WASHER ATTACHED, 8.6 FEET (2.6 M) WEST NORTHWEST OF A
 ED2104'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2039 ***********************************************************************
 ED2039  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2039  DESIGNATION -  23 058
 ED2039  PID         -  ED2039
 ED2039  STATE/COUNTY-  SC/GREENVILLE
 ED2039  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2039
 ED2039                         *CURRENT SURVEY CONTROL
 ED2039  ___________________________________________________________________
 ED2039* NAD 83(2001)-  34 37 53.78762(N)    082 15 40.30731(W)     ADJUSTED  
 ED2039* NAVD 88     -       249.16   (meters)     817.5    (feet)  GPS OBS   
 ED2039  ___________________________________________________________________
 ED2039  X           -     707,481.345 (meters)                     COMP
 ED2039  Y           -  -5,206,088.214 (meters)                     COMP
 ED2039  Z           -   3,604,438.429 (meters)                     COMP
 ED2039  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 ED2039  ELLIP HEIGHT-         218.36  (meters)          (03/13/03) GPS OBS
 ED2039  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 ED2039
 ED2039  HORZ ORDER  -  FIRST
 ED2039  ELLP ORDER  -  FOURTH    CLASS II
 ED2039
 ED2039.The horizontal coordinates were established by GPS observations
 ED2039.and adjusted by the National Geodetic Survey in March 2003..
 ED2039
 ED2039.The orthometric height was determined by GPS observations and a
 ED2039.high-resolution geoid model using precise GPS observation and
 ED2039.processing techniques.
 ED2039
 ED2039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2039
 ED2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2039
 ED2039.The ellipsoidal height was determined by GPS observations
 ED2039.and is referenced to NAD 83.
 ED2039
 ED2039.The geoid height was determined by GEOID03.
 ED2039
 ED2039;                    North         East     Units Scale Factor Converg.
 ED2039;SPC SC       -   311,033.996   493,964.506   MT  0.99993455   -0 41 57.1
 ED2039;SPC SC       - 1,020,452.74  1,620,618.46   iFT  0.99993455   -0 41 57.1
 ED2039;UTM  17      - 3,832,914.127   384,396.992   MT  0.99976472   -0 43 00.5
 ED2039
 ED2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2039!SPC SC       -   0.99996572  x   0.99993455  =   0.99990028
 ED2039!UTM  17      -   0.99996572  x   0.99976472  =   0.99973045
 ED2039
 ED2039:                Primary Azimuth Mark                     Grid Az
 ED2039:SPC SC       -  23 058 AZ MK                             334 45 33.1
 ED2039:UTM  17      -  23 058 AZ MK                             334 46 36.5
 ED2039
 ED2039|---------------------------------------------------------------------|
 ED2039| PID    Reference Object                     Distance      Geod. Az  |
 ED2039|                                                           dddmmss.s |
 ED2039| ED2053 23 058 AZ MK                        APPROX. 0.6 KM 3340336.0 |
 ED2039|---------------------------------------------------------------------|
 ED2039
 ED2039                          SUPERSEDED SURVEY CONTROL
 ED2039
 ED2039  NAD 83(1986)-  34 37 53.79722(N)    082 15 40.30763(W) AD(       ) 1
 ED2039  NAD 83(1995)-  34 37 53.78618(N)    082 15 40.30681(W) AD(       ) 1
 ED2039  NAD 83(1995)-  34 37 53.78618(N)    082 15 40.30681(W) AD(       ) 2
 ED2039  ELLIP H (12/20/99)  218.41   (m)                       GP(       ) 4 1
 ED2039  NAD 83(1986)-  34 37 53.79812(N)    082 15 40.30605(W) AD(       ) 2
 ED2039  NAD 27      -  34 37 53.38382(N)    082 15 40.88245(W) AD(       ) 2
 ED2039  NGVD 29 (07/19/86)  249.0    (m)          817.     (f) VERT ANG       
 ED2039
 ED2039.Superseded values are not recommended for survey control.
 ED2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2039.See file dsdata.txt to determine how the superseded data were derived.
 ED2039
 ED2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8439732914(NAD 83)
 ED2039_MARKER: DD = SURVEY DISK
 ED2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2039_SP_SET: CONCRETE POST
 ED2039_STAMPING: HORZ 23 058 1979
 ED2039_MARK LOGO: SCGS  
 ED2039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2039+STABILITY: SURFACE MOTION
 ED2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2039+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 ED2039
 ED2039  HISTORY     - Date     Condition        Report By
 ED2039  HISTORY     - 1979     MONUMENTED       SCGS
 ED2039  HISTORY     - 1979     GOOD             SCGS
 ED2039  HISTORY     - 19901009 GOOD             SCGS
 ED2039  HISTORY     - 19910205 GOOD
 ED2039  HISTORY     - 20000809 GOOD             SCGS
 ED2039
 ED2039                          STATION DESCRIPTION
 ED2039
 ED2039'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2039'THE STATION IS LOCATED ABOOUT 25-3/4 KM SOUTHEAST OF GREENVILLE,
 ED2039'11-1/4 KM EAST OF WARE PLACE, 8 KM SOUTHWEST OF FOUNTAIN INN AND
 ED2039'WITHIN THE RIGHT-OF-WAY OF COUNTY ROAD S-23-455.
 ED2039'
 ED2039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2039'STATE HIGHWAY 418, JUST WEST OF FOUNTAIN INN.  GO WESTERLY ON
 ED2039'HIGHWAY 418 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF COUNTY ROAD
 ED2039'S-23-55 (FAIRVIEW ROAD).  TURN LEFT AND GO SOUTHERLY ON S-23-55
 ED2039'FOR 2.6 KM (1.6 MI) TO COUNTY ROAD S-23-154 ON THE RIGHT.  TURN
 ED2039'RIGHT AND GO WESTERLY ON S-23-154 FOR 0.6 KM (0.4 MI) TO COUNTY
 ED2039'ROAD S-23-455 (HILLSIDE CHURCH ROAD).  TURN LEFT AND GO ABOUT
 ED2039'8 METERS (25 FEET) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED2039'SOUTHERLY ON S-23-455 FOR 0.6 KM (0.4 MI) TO THE STATION ON THE
 ED2039'RIGHT.
 ED2039'
 ED2039'THE STATION IS A STANDARD SCGS DISK
 ED2039'STAMPED---HORZ 23 058 1979---,
 ED2039'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2039'FLUSH WITH GROUND.  IT IS LOCATED
 ED2039'20 METERS SOUTHEAST FROM A FENCE POST CORNER NEXT TO DRIVE,
 ED2039'7.2 METERS SOUTH FROM THE CENTER LINE OF COUNTY ROAD S-23-455,
 ED2039'1.0 METERS NORTH FROM A METAL WITNESS POST AND
 ED2039'0.81 METERS NORTH FROM A BARBED-WIRE FENCE.
 ED2039'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2039'STAMPED---HORZ 23 058 1979---,
 ED2039'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2039'
 ED2039'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2039'STAMPED---AZ MK 23 058 1979---,
 ED2039'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2039'FLUSH WITH GROUND.  IT IS LOCATED
 ED2039'9.6 METERS NORTHWEST FROM AN OAK TREE IN FRONT OF A GRAY HOUSE,
 ED2039'8.6 METERS SOUTH FROM THE CENTER LINE OF COUNTY ROAD S-23-154,
 ED2039'6.9 METERS EAST FROM THE CENTER LINE OF COUNTY ROAD S-23-455 AND
 ED2039'1.4 METERS SOUTHWEST FROM A HILLSIDE CHURCH ROAD SIGN.
 ED2039'
 ED2039'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2039'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2039
 ED2039                          STATION RECOVERY (1979)
 ED2039
 ED2039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2039'RECOVERED IN GOOD CONDITION.
 ED2039
 ED2039                          STATION RECOVERY (1990)
 ED2039
 ED2039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED2039'STATION IS LOCATED 5.4 MI (8.7 KM) SOUTHWEST OF FOUNTAIN INN, 7.4 MI
 ED2039'(11.9 KM) EAST OF WARE PLACE. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2039'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2039'803-737-1350.
 ED2039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 AND STATE
 ED2039'HIGHWAY 101 IN HICKORY TAVERN, GO NORTHWEST ON HIGHWAY 101 FOR 2.9 MI
 ED2039'(4.7 KM) TO THE JUNCTION OF STATE ROADS 54 (FAIRVIEW ROAD) AND 20
 ED2039'(COWENS BRIDGE ROAD), CONTINUE AHEAD ON ROAD 54 FOR 3.3 MI (5.3 KM)
 ED2039'TO THE LAURENS-GREENVILLE COUNTY LINE, CONTINUE ON STATE ROAD 55
 ED2039'(FAIRVIEW ROAD) FOR 3.3 MI (5.3 KM) TO THE JUNCTION OF STATE ROAD 154
 ED2039'(MCKELVEY ROAD), TURN LEFT ON ROAD 154 FOR 0.4 MI (0.6 KM) TO THE
 ED2039'JUNCTION OF STATE ROAD 455 (HILLSIDE CHURCH ROAD), TURN LEFT ON ROAD
 ED2039'455 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT NEAR A BARBED
 ED2039'WIRE FENCE LINE.
 ED2039'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE ROAD,
 ED2039'24.2 FT (7.4 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 116.1 FT
 ED2039'(35.4 M) NORTH NORTHWEST OF THE NORTH END OF A 12-INCH CONCRETE PIPE
 ED2039'CULVERT BENEATH A DRIVEWAY LEADING TO A RANCH HOUSE, 77.8 FT
 ED2039'(23.7 M) SOUTH SOUTHWEST OF THE SOUTHWEST FENCE CORNER POST WITH A
 ED2039'SIGN ATTACHEDACROSS THE ROAD, 6.8 FT (2.1 M) SOUTHEAST OF A WOODEN
 ED2039'FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 2.7 FT (0.8 M) EAST
 ED2039'NORTHEAST OF THE FENCE LINE, 119.0 FT (36.3 M) NORTH OF A THE CENTER
 ED2039'OF A DRIVEWAY WITH TWO BRICK ENTRANCE PILLARS, 3.0 FT (0.9 M) EAST
 ED2039'NORTHEAST OF A WITNESS POST.
 ED2039'RECOVERED BY T. HALL.
 ED2039
 ED2039                          STATION RECOVERY (1991)
 ED2039
 ED2039'RECOVERED 1991
 ED2039'RECOVERED IN GOOD CONDITION.
 ED2039
 ED2039                          STATION RECOVERY (2000)
 ED2039
 ED2039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2039'STATION IS LOCATED 5.4 MILES (8.7 KM) SOUTHWEST OF FOUNTAIN INN, 16.9
 ED2039'MILES (27.2 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED2039'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2039'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2039'STATE HIGHWAY 418 AND INTERSTATE 385 (EXIT 23) , 1.1 MILES (1.8 KM)
 ED2039'SOUTH OF FOUNTAIN INN, GO SOUTHWEST ON HIGHWAY 418 FOR 3.6 MILES (5.8
 ED2039'KM) TO THE CROSSROAD JUNCTION OF STATE ROAD 55 (FAIRVIEW ROAD) , TURN
 ED2039'LEFT ON ROAD 55 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION OF STATE ROAD
 ED2039'154 (MCKELVEY ROAD) , TURN RIGHT ON ROAD 154 FOR 0.4 MILE (0.6 KM) TO
 ED2039'THE JUNCTION OF STATE ROAD 455 (HILLSIDE CHURCH ROAD) , TURN LEFT ON
 ED2039'ROAD 455 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR A
 ED2039'BARBED WIRE FENCE LINE.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED2039'GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 24.4 FEET (7.4 M) WEST
 ED2039'SOUTHWEST OF THE CENTER OF THE ROAD, 2.6 FEET (0.8 M) EAST NORTHEAST
 ED2039'OF THE FENCE LINE, 6.9 FEET (2.1 M) SOUTHEAST OF A WOODEN FENCE POST
 ED2039'WITH A SCGS REFERENCE WASHER ATTACHED, 51.9 FEET (15.8 M) SOUTH
 ED2039'SOUTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY TO HOUSE NUMBER 115,
 ED2039'130.7 FEET (39.8 M) NORTH NORTHWEST OF THE CENTER OF THE DRIVEWAY TO
 ED2039'HOUSE NUMBER 118, 3.0 FEET (0.9 M) EAST NORTHEAST OF A WITNESS POST.
 ED2039'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2053 ***********************************************************************
 ED2053  DESIGNATION -  23 058 AZ MK
 ED2053  PID         -  ED2053
 ED2053  STATE/COUNTY-  SC/GREENVILLE
 ED2053  USGS QUAD   -  SIMPSONVILLE (1983)
 ED2053
 ED2053                         *CURRENT SURVEY CONTROL
 ED2053  ___________________________________________________________________
 ED2053* NAD 83(2001)-  34 38 12.36826(N)    082 15 51.24269(W)     ADJUSTED  
 ED2053* NAVD 88     -       250.8    (meters)     823.     (feet)  VERTCON   
 ED2053  ___________________________________________________________________
 ED2053  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 ED2053  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED2053
 ED2053  HORZ ORDER  -  SECOND
 ED2053
 ED2053.The horizontal coordinates were established by classical geodetic methods
 ED2053.and adjusted by the National Geodetic Survey in March 2004..
 ED2053
 ED2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2053
 ED2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2053
 ED2053.The geoid height was determined by GEOID03.
 ED2053
 ED2053;                    North         East     Units Scale Factor Converg.
 ED2053;SPC SC       -   311,609.881   493,693.014   MT  0.99993607   -0 42 03.2
 ED2053;SPC SC       - 1,022,342.13  1,619,727.74   iFT  0.99993607   -0 42 03.2
 ED2053;UTM  17      - 3,833,489.997   384,125.724   MT  0.99976549   -0 43 07.1
 ED2053
 ED2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2053!SPC SC       -   0.99996547  x   0.99993607  =   0.99990154
 ED2053!UTM  17      -   0.99996547  x   0.99976549  =   0.99973096
 ED2053
 ED2053                          SUPERSEDED SURVEY CONTROL
 ED2053
 ED2053  NAD 83(1986)-  34 38 12.37873(N)    082 15 51.24143(W) AD(       ) 2
 ED2053  NAD 27      -  34 38 11.96498(N)    082 15 51.81723(W) AD(       ) 2
 ED2053  NGVD 29 (07/19/86)  250.9    (m)          823.     (f) VERT ANG       
 ED2053
 ED2053.Superseded values are not recommended for survey control.
 ED2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2053.See file dsdata.txt to determine how the superseded data were derived.
 ED2053
 ED2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8412633490(NAD 83)
 ED2053_MARKER: DD = SURVEY DISK
 ED2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2053_SP_SET: CONCRETE POST
 ED2053_STAMPING: AZ MK 23 058 1979
 ED2053_MARK LOGO: SCGS  
 ED2053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2053+STABILITY: SURFACE MOTION
 ED2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2053+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 ED2053
 ED2053  HISTORY     - Date     Condition        Report By
 ED2053  HISTORY     - 1979     MONUMENTED       SCGS
 ED2053  HISTORY     - 1979     GOOD             SCGS
 ED2053  HISTORY     - 19901009 GOOD             SCGS
 ED2053  HISTORY     - 20000809 GOOD             SCGS
 ED2053
 ED2053                          STATION DESCRIPTION
 ED2053
 ED2053'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2053'THE STATION IS LOCATED ABOUT 25-3/4 KM SOUTHEAST OF GREENVILLE,
 ED2053'11-1/4 KM EAST OF WARE PLACE, 8 KM SOUTHWEST OF FOUNTAIN INN AND
 ED2053'WITHIN THE RIGHT-OF-WAY OF COUNTY ROAD S-23-455.
 ED2053'
 ED2053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND
 ED2053'STATE HIGHWAY 418 JUST WEST OF FOUNTAIN INN.  GO WESTERLY ON
 ED2053'HIGHWAY 418 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF COUNTY ROAD
 ED2053'S-23-55 (FAIRVIEW ROAD).  TURN LEFT AND GO SOUTHERLY ON S-23-55
 ED2053'FOR 2.6 KM (1.6 MI) TO COUNTY ROAD S-23-154 ON THE RIGHT.  TURN
 ED2053'RIGHT AND GO WESTERLY ON S-23-154 FOR 0.6 KM (0.4 MI) TO
 ED2053'COUNTY ROAD S-23-455 (HILLSIDE CHURCH ROAD) ON THE LEFT.
 ED2053'TURN LEFT AND GO ABOUT 8 METERS (25 FEET) TO THE STATION ON THE
 ED2053'LEFT.
 ED2053'
 ED2053'THE STATION IS A STANDARD SCGS DISK
 ED2053'STAMPED---AZ MK 23 058 1979---,
 ED2053'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2053'FLUSH WITH GROUND.  IT IS LOCATED
 ED2053'9.6 METERS NORTHWEST FROM AN OAK TREE ON FRONT LAWN OF A GRAY
 ED2053'HOUSE,
 ED2053'8.6 METERS SOUTH FROM THE CENTER LINE OF COUNTY ROAD S-23-154,
 ED2053'6.9 METERS EAST FROM THE CENTER LINE OF COUNTY ROAD S-23-455 AND
 ED2053'1.40 METERS SOUTHWEST FROM A ROAD SIGH (HILL SIDE CHURCH).
 ED2053'
 ED2053'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2053'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2053
 ED2053                          STATION RECOVERY (1979)
 ED2053
 ED2053'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2053'RECOVERED IN GOOD CONDITION.
 ED2053
 ED2053                          STATION RECOVERY (1990)
 ED2053
 ED2053'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED2053'STATION IS LOCATED 5.3 MILES SOUTHWEST OF FOUNTAIN INN, 7.2 MILES EAST
 ED2053'OF WARE PLACE. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED2053'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 AND STATE
 ED2053'HIGHWAY 101 IN HICKORY TAVERN, GO NORTHWEST ON HIGHWAY 101 FOR 2.9
 ED2053'MILES TO THE JUNCTION OF STATE ROADS 54 (FAIRVIEW ROAD) AND 20
 ED2053'(COWENS BRIDGE ROAD), CONTINUE AHEAD ON ROAD 54 FOR 3.3 MILES TO THE
 ED2053'LAURENS-GREENVILLE COUNTY LINE, CONTINUE ON STATE ROAD 55 (FAIRVIEW
 ED2053'ROAD) FOR 3.3 MILES TO THE JUNCTION OF STATE ROAD 154 (MCKELVEY ROAD)
 ED2053', TURN LEFT ON ROAD 154 FOR 0.4 MILE TO THE JUNCTION OF STATE ROAD
 ED2053'455 (HILLSIDE CHURCH ROAD) AND THE STATION IN THE EAST ANGLE OF THE
 ED2053'JUNCTION.
 ED2053'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2053'ROAD, 27.0 FEET SOUTHEAST OF THE CENTER OF ROAD 154, 17.0 FEET EAST
 ED2053'NORTHEAST OF THE CENTER OF ROAD 455, 25.8 FEET NORTH NORTHWEST OF A
 ED2053'METAL I-BEAM MAIL BOX POST, 81.7 FEET SOUTHWEST OF A 24-INCH PINE
 ED2053'TREE.
 ED2053'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 058.
 ED2053'RECOVERED BY T. HALL.
 ED2053
 ED2053                          STATION RECOVERY (2000)
 ED2053
 ED2053'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2053'STATION IS LOCATED 5.3 MILES (8.5 KM) SOUTHWEST OF FOUNTAIN INN, 16.6
 ED2053'MILES (26.7 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED2053'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2053'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED2053'INTERSTATE 385 AND STATE HIGHWAY 418 (EXIT 23) IN FOUNTAIN INN, GO
 ED2053'SOUTHWEST ON HIGHWAY 418 FOR 3.6 MILES (5.8 KM) TO THE JUNCTION OF
 ED2053'STATE ROAD 55 (FAIRVIEW ROAD) , TURN LEFT ON ROAD 55 FOR 1.6 MILES
 ED2053'(2.6 KM) TO THE JUNCTION OF STATE ROAD 154 (MCKELVEY ROAD) , TURN
 ED2053'RIGHT ON STATE ROAD 154 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE
 ED2053'LEFT IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD 455 (HILLSIDE
 ED2053'CHURCH ROAD) AND NEAR A STOP SIGN.  STATION IS A CONCRETE POST FLUSH
 ED2053'WITH THE GROUND AND LEVEL WITH ROAD 154, 27.2 FEET (8.3 M) SOUTHEAST
 ED2053'OF THE CENTER OF ROAD 154, 17.0 FEET (5.2 M) EAST NORTHEAST OF THE
 ED2053'CENTER OF STATE ROAD 455, 25.8 FEET (7.9 M) NORTH NORTHWEST OF AN
 ED2053'I-BEAM MAILBOX POST, 82.2 FEET (25.1 M) WEST SOUTHWEST OF A 1.8-FOOT
 ED2053'PINE TREE, 54.5 FEET (16.6 M) SOUTH SOUTHEAST OF TELEPHONE JUNCTION
 ED2053'BOX NUMBER 4.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2084 ***********************************************************************
 ED2084  DESIGNATION -  23 059
 ED2084  PID         -  ED2084
 ED2084  STATE/COUNTY-  SC/GREENVILLE
 ED2084  USGS QUAD   -  FORK SHOALS (1983)
 ED2084
 ED2084                         *CURRENT SURVEY CONTROL
 ED2084  ___________________________________________________________________
 ED2084* NAD 83(2001)-  34 34 23.20878(N)    082 19 11.16556(W)     ADJUSTED  
 ED2084* NAVD 88     -       247.236  (meters)     811.14   (feet)  ADJUSTED  
 ED2084  ___________________________________________________________________
 ED2084  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 ED2084  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 ED2084  DYNAMIC HT  -         246.986 (meters)     810.32  (feet)  COMP
 ED2084  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 ED2084
 ED2084  HORZ ORDER  -  SECOND
 ED2084  VERT ORDER  -  FIRST     CLASS II
 ED2084
 ED2084.The horizontal coordinates were established by classical geodetic methods
 ED2084.and adjusted by the National Geodetic Survey in March 2004..
 ED2084
 ED2084.The orthometric height was determined by differential leveling
 ED2084.and adjusted by the National Geodetic Survey in September 1998..
 ED2084
 ED2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2084
 ED2084.The geoid height was determined by GEOID03.
 ED2084
 ED2084.The dynamic height is computed by dividing the NAVD 88
 ED2084.geopotential number by the normal gravity value computed on the
 ED2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2084.degrees latitude (g = 980.6199 gals.).
 ED2084
 ED2084.The modeled gravity was interpolated from observed gravity values.
 ED2084
 ED2084;                    North         East     Units Scale Factor Converg.
 ED2084;SPC SC       -   304,613.115   488,511.660   MT  0.99991791   -0 43 54.0
 ED2084;SPC SC       -   999,386.86  1,602,728.54   iFT  0.99991791   -0 43 54.0
 ED2084;UTM  17      - 3,826,495.895   378,943.025   MT  0.99978063   -0 44 56.4
 ED2084
 ED2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2084!SPC SC       -   0.99996600  x   0.99991791  =   0.99988391
 ED2084!UTM  17      -   0.99996600  x   0.99978063  =   0.99974664
 ED2084
 ED2084:                Primary Azimuth Mark                     Grid Az
 ED2084:SPC SC       -  23 059 AZ MK                             079 43 04.0
 ED2084:UTM  17      -  23 059 AZ MK                             079 44 06.4
 ED2084
 ED2084|---------------------------------------------------------------------|
 ED2084| PID    Reference Object                     Distance      Geod. Az  |
 ED2084|                                                           dddmmss.s |
 ED2084| ED2081 23 059 AZ MK                        APPROX. 0.6 KM 0785910.0 |
 ED2084| ED2085 GV 389 C                              3.298 METERS 34030     |
 ED2084|---------------------------------------------------------------------|
 ED2084
 ED2084                          SUPERSEDED SURVEY CONTROL
 ED2084
 ED2084  NAD 83(1986)-  34 34 23.21915(N)    082 19 11.16359(W) AD(       ) 2
 ED2084  NAD 27      -  34 34 22.80228(N)    082 19 11.73724(W) AD(       ) 2
 ED2084  NGVD 29 (07/19/86)  247.1    (m)          811.     (f) VERT ANG       
 ED2084
 ED2084.Superseded values are not recommended for survey control.
 ED2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2084.See file dsdata.txt to determine how the superseded data were derived.
 ED2084
 ED2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7894326496(NAD 83)
 ED2084_MARKER: DD = SURVEY DISK
 ED2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2084_STAMPING: HORZ 23 059 1979
 ED2084_MARK LOGO: SCGS  
 ED2084_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2084+STABILITY: SURFACE MOTION
 ED2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2084+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 ED2084
 ED2084  HISTORY     - Date     Condition        Report By
 ED2084  HISTORY     - 1979     MONUMENTED       SCGS
 ED2084  HISTORY     - 19941130 GOOD             SCGS
 ED2084  HISTORY     - 20000627 GOOD             SCGS
 ED2084
 ED2084                          STATION DESCRIPTION
 ED2084
 ED2084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2084'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF FOUNTAIN INN,
 ED2084'14-1/2 KM EAST-SOUTHEAST OF WILLIAMSTON, 14 KM NORTH-NORTHEAST OF
 ED2084'HONEA PATH, 8-3/4 KM SOUTHEAST OF WARE PLACE AND JUST EAST OF THE
 ED2084'NORTHEAST CORNER OF THE DAVENTON BAPTIST CHURCH PROPERTY, ALONG
 ED2084'THE SOUTH SIDE OF COUNTY ROAD S-23-456.
 ED2084'
 ED2084'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 ED2084'STATE HIGHWAY 418 IN WARE PLACE.  GO SOUTH ON U.S. HIGHWAY 25
 ED2084'FOR 8.4 KM (5.2 MI) TO A SIDE ROAD LEFT (S-23-456) AND A SIGN
 ED2084'FOR DAVENTON BAPTIST CHURCH.  TURN LEFT AND GO EAST ON COUNTY
 ED2084'ROAD S-23-456 FOR 1.1 KM (0.7 MI) TO DAVENTON BAPTIST CHURCH ON
 ED2084'THE RIGHT AND THE STATION JUST PAST NORTHEAST CORNER OF THE
 ED2084'CHURCH PROPERTY.
 ED2084'
 ED2084'THE STATION IS A STANDARD SCGS DISK
 ED2084'STAMPED---HORZ 23 059 1979---,
 ED2084'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 ED2084'FLUSH WITH GROUND.  IT IS LOCATED
 ED2084'12.90 METERS EAST-SOUTHEAST FROM AN OAK TREE THAT IS 76 CM IN
 ED2084'DIAMETER,
 ED2084'10.90 METERS SOUTH FROM THE CENTER LINE OF COUNTY ROAD S-23-456,
 ED2084'6.85 METERS NORTH-NORTHEAST FROM A UTILITY POLE,
 ED2084'4.30 METERS SOUTHWEST FROM A SAND DRIVEWAY AND
 ED2084'1.15 METERS NORTHEAST FROM A METAL WITNESS POST.
 ED2084'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2084'STAMPED---HORZ 23 059 1979---,
 ED2084'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2084'
 ED2084'GV 389 C SCGS, IS A STANDARD CGS AND SCGS BENCH MARK DISK,
 ED2084'WITH NO STAMPING.
 ED2084'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE.
 ED2084'FLUSH WITH GROUND.
 ED2084'IT IS LOCATED
 ED2084'9.9 METERS EAST FROM AN OAK TREE THAT IS 76 CM IN DIAMETER,
 ED2084'7.9 METERS SOUTH FROM THE CENTER LINE OF COUNTY ROAD S-23-456 AND
 ED2084'4.0 METERS NORTH FROM A METAL WITNESS POST.
 ED2084'
 ED2084'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2084'STAMPED---AZ MK 23 059 1979---,
 ED2084'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 ED2084'FLUSH WITH GROUND.  IT IS LOCATED
 ED2084'12.10 METERS WEST FROM THE CENTER OF A GRAVEL DRIVEWAY,
 ED2084'6.60 METERS SOUTH FROM THE CENTER LINE OF COUNTY ROAD S-23-456,
 ED2084'0.95 METERS NORTH FROM A BARBED-WIRE FENCE AND
 ED2084'0.80 METERS NORTH FROM A METAL WITNESS POST.
 ED2084'
 ED2084'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON COUNTY ROAD
 ED2084'S-23-456 FOR 0.6 KM (0.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 ED2084'
 ED2084'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2084'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2084
 ED2084                          STATION RECOVERY (1994)
 ED2084
 ED2084'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 ED2084'STATION IS LOCATED 9.6 MILES (15.4 KM) EAST SOUTHEAST OF WILLIAMSTON.
 ED2084'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED2084'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED2084'NORTHWEST JUNCTION OF U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA
 ED2084'PATH HIGHWAY) , 8.6 MILES (13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO
 ED2084'NORTHWEST ON HIGHWAY 25 FOR 4.6 MILES (7.4 KM) TO THE JUNCTION OF
 ED2084'STATE ROAD 456 (DAVENTON ROAD) , TURN RIGHT ON ROAD 456 FOR 0.8 MILE
 ED2084'(1.3 KM) TO THE STATION ON THE RIGHT JUST PAST THE DAVENTON BAPTIST
 ED2084'CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 ED2084'(15.2 CM) BELOW THE ROAD, 22.5 FEET (6.9 M) NORTH NORTHEAST OF A POWER
 ED2084'POLE WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED, 159.2
 ED2084'FEET (48.5 M) EAST NORTHEAST OF THE EAST NORTHEAST CORNER OF THE MAIN
 ED2084'BODY OF THE CHURCH BUILDING, 35.3 FEET (10.8 M) SOUTH OF THE CENTER OF
 ED2084'THE ROAD, 135.0 FEET (41.1 M) WEST NORTHWEST OF THE NORTHWEST CORNER
 ED2084'OF A BRICK HOUSE, 4.5 FEET (1.4 M) NORTH NORTHEAST OF A WITNESS POST.
 ED2084'RECOVERED BY R.W.  ROBERTS.
 ED2084
 ED2084                          STATION RECOVERY (2000)
 ED2084
 ED2084'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2084'STATION IS LOCATED 5.55 MILES (8.93 KM) SOUTHEAST OF WARE PLACE, 19.75
 ED2084'MILES (31.78 KM) SOUTH SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT
 ED2084'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2084'803-737-1350.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 ED2084'U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6
 ED2084'MILES (13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO NORTHWEST ON
 ED2084'HIGHWAY 25 FOR 4.6 MILES (7.4 KM) TO THE JUNCTION OF STATE ROAD 456
 ED2084'(DAVENTON ROAD) , TURN RIGHT ON ROAD 456 FOR 0.8 MILE (1.3 KM) TO THE
 ED2084'STATION ON THE RIGHT JUST PAST THE DAVENTON BAPTIST CHURCH.  STATION
 ED2084'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW
 ED2084'THE ROAD, 35.3 FEET (10.8 M) SOUTH OF THE CENTER OF THE ROAD, 23.2
 ED2084'FEET (7.1 M) NORTH NORTHEAST OF A POWER POLE WITH 2 GUY WIRES, 159.0
 ED2084'EAST NORTHEAST OF THE EAST NORTHEAST CORNER OF THE MAIN CHURCH
 ED2084'BUILDING, 134.8 FEET (41.1 M) WEST NORTHWEST OF THE NORTHWEST CORNER
 ED2084'OF A BRICK HOUSE NUMBER 320, 3.5 FEET (1.1 M) NORTHEAST OF A WITNESS
 ED2084'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 059 AZ MK.
 ED2084'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2081 ***********************************************************************
 ED2081  DESIGNATION -  23 059 AZ MK
 ED2081  PID         -  ED2081
 ED2081  STATE/COUNTY-  SC/GREENVILLE
 ED2081  USGS QUAD   -  FORK SHOALS (1983)
 ED2081
 ED2081                         *CURRENT SURVEY CONTROL
 ED2081  ___________________________________________________________________
 ED2081* NAD 83(2001)-  34 34 26.71691(N)    082 18 49.37131(W)     ADJUSTED  
 ED2081* NAVD 88     -       244.897  (meters)     803.47   (feet)  ADJUSTED  
 ED2081  ___________________________________________________________________
 ED2081  X           -     703,193.322 (meters)                     COMP
 ED2081  Y           -  -5,210,322.315 (meters)                     COMP
 ED2081  Z           -   3,599,183.796 (meters)                     COMP
 ED2081  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 ED2081  ELLIP HEIGHT-         214.26  (meters)          (03/13/03) GPS OBS
 ED2081  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 ED2081  DYNAMIC HT  -         244.650 (meters)     802.66  (feet)  COMP
 ED2081  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 ED2081
 ED2081  HORZ ORDER  -  FIRST
 ED2081  VERT ORDER  -  FIRST     CLASS II
 ED2081  ELLP ORDER  -  FOURTH    CLASS II
 ED2081
 ED2081.The horizontal coordinates were established by GPS observations
 ED2081.and adjusted by the National Geodetic Survey in March 2003..
 ED2081
 ED2081.The orthometric height was determined by differential leveling
 ED2081.and adjusted by the National Geodetic Survey in September 1998..
 ED2081
 ED2081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2081
 ED2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2081
 ED2081.The ellipsoidal height was determined by GPS observations
 ED2081.and is referenced to NAD 83.
 ED2081
 ED2081.The geoid height was determined by GEOID03.
 ED2081
 ED2081.The dynamic height is computed by dividing the NAVD 88
 ED2081.geopotential number by the normal gravity value computed on the
 ED2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2081.degrees latitude (g = 980.6199 gals.).
 ED2081
 ED2081.The modeled gravity was interpolated from observed gravity values.
 ED2081
 ED2081;                    North         East     Units Scale Factor Converg.
 ED2081;SPC SC       -   304,714.122   489,068.453   MT  0.99991818   -0 43 42.0
 ED2081;SPC SC       -   999,718.25  1,604,555.29   iFT  0.99991818   -0 43 42.0
 ED2081;UTM  17      - 3,826,596.720   379,499.771   MT  0.99977897   -0 44 44.1
 ED2081
 ED2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2081!SPC SC       -   0.99996637  x   0.99991818  =   0.99988455
 ED2081!UTM  17      -   0.99996637  x   0.99977897  =   0.99974535
 ED2081
 ED2081                          SUPERSEDED SURVEY CONTROL
 ED2081
 ED2081  NAD 83(1986)-  34 34 26.72709(N)    082 18 49.37137(W) AD(       ) 1
 ED2081  NAD 83(1995)-  34 34 26.71726(N)    082 18 49.37185(W) AD(       ) 1
 ED2081  ELLIP H (04/18/02)  214.28   (m)                       GP(       ) 4 1
 ED2081  NAD 83(1986)-  34 34 26.72745(N)    082 18 49.36896(W) AD(       ) 2
 ED2081  NAD 27      -  34 34 26.31042(N)    082 18 49.94321(W) AD(       ) 2
 ED2081  NAVD 88 (04/18/02)  244.90   (m)          803.5    (f) LEVELING    3  
 ED2081  NGVD 29 (07/19/86)  244.7    (m)          803.     (f) VERT ANG       
 ED2081
 ED2081.Superseded values are not recommended for survey control.
 ED2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2081.See file dsdata.txt to determine how the superseded data were derived.
 ED2081
 ED2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7950026597(NAD 83)
 ED2081_MARKER: DD = SURVEY DISK
 ED2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2081_STAMPING: AZ MK 23 059 1979
 ED2081_MARK LOGO: SCGS  
 ED2081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2081+STABILITY: SURFACE MOTION
 ED2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2081+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 ED2081
 ED2081  HISTORY     - Date     Condition        Report By
 ED2081  HISTORY     - 1979     MONUMENTED       SCGS
 ED2081  HISTORY     - 19941130 GOOD             SCGS
 ED2081  HISTORY     - 20000627 GOOD             SCGS
 ED2081
 ED2081                          STATION DESCRIPTION
 ED2081
 ED2081'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2081'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF FOUNTAIN INN,
 ED2081'14-1/2 KM EAST-SOUTHEAST OF WILLIAMSTON, 14 KM NORTH-NORTHEAST OF
 ED2081'HONEA PATH, 8-3/4 KM SOUTHEAST OF WARE PLACE AND ALONG SOUTH SIDE
 ED2081'OF COUNTY ROAD S-23-456.
 ED2081'
 ED2081'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 ED2081'STATE HIGHWAY 418 IN WARE PLACE.  GO SOUTH ON U.S. HIGHWAY 25
 ED2081'8.4 KM (5.2 MI) TO A PAVED SIDE ROAD LEFT, COUNTY ROAD S-23-456,
 ED2081'AND A SIGN FOR DAVENTON BAPTIST CHURCH.  TURN LEFT AND GO EAST
 ED2081'ON COUNTY ROAD S-23-456 FOR 1.1 KM (0.7 MI) TO DAVENTON BABPTIST
 ED2081'CHURCH ON THE RIGHT AND STATION 23 059 SCGS JUST PAST THE CHURCH
 ED2081'PROPERTY ON THE RIGHT.  CONTINUE EAST ON COUNTY ROAD S-23-456 FOR
 ED2081'0.6 KM (0.4 MI) TO THE STATION ON THE RIGHT.
 ED2081'
 ED2081'THE STATION IS A STANDARD SCGS DISK
 ED2081'STAMPED---AZ MK 23 059 1979---,
 ED2081'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 ED2081'FLUSH WITH GROUND.  IT IS LOCATED
 ED2081'12.10 METERS WEST FROM THE CENTER OF A GRAVEL DRIVEWAY,
 ED2081'6.60 METERS SOUTH FROM THE CENTER LINE OF COUNTY ROAD S-23-456,
 ED2081'0.95 METERS NORTH FROM A BARBED-WIRE FENCE AND
 ED2081'0.80 METERS NORTH FROM A METAL WITNESS POST.
 ED2081'
 ED2081'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2081'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2081
 ED2081                          STATION RECOVERY (1994)
 ED2081
 ED2081'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 ED2081'STATION IS LOCATED 10.0 MILES (16.1 KM) EAST SOUTHEAST OF WILLIAMSTON.
 ED2081'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 ED2081'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE NORTHWEST
 ED2081'JUNCTION OF U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA PATH
 ED2081'HIGHWAY) , 8.6 MILES (13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO
 ED2081'NORTHWEST ON HIGHWAY 25 FOR 4.6 MILES (7.4 KM) TO THE JUNCTION OF
 ED2081'STATE ROAD 456 (DAVENTON ROAD) , TURN RIGHT ON ROAD 456 FOR 1.0 MILE
 ED2081'(1.6 KM) TO A PAVED ROAD RIGHT (FORKSVILLE ROAD) , CONTINUE ON ROAD
 ED2081'456 FOR 0.15 MILE (0.24 KM) TO THE STATION NEAR A WIRE FENCE LINE IN
 ED2081'THE SOUTHWEST ANGLE OF A GRAVEL DRIVEWAY RIGHT LEADING TO A
 ED2081'VINYL-SIDED HOUSE (424 DAVENTON ROAD) . STATION IS A CONCRETE POST
 ED2081'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 21.3 FEET
 ED2081'(6.5 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 39.5 FEET (12.0 M)
 ED2081'WEST SOUTHWEST OF THE CENTER OF THE GRAVEL DRIVEWAY, 35.7 FEET (10.9
 ED2081'M) WEST NORTHWEST OF THE NORTHWEST CORNER OF THE WEST BRICK PILLAR AT
 ED2081'THE DRIVE, 1.6 FEET (0.5 M) NORTH NORTHWEST OF THE FENCE LINE, 2.7
 ED2081'FEET (0.8 M) NORTH NORTHWEST OF A WITNESS POST.  RECOVERED BY R.W.
 ED2081'ROBERTS.
 ED2081
 ED2081                          STATION RECOVERY (2000)
 ED2081
 ED2081'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2081'STATION IS LOCATED 14.0 MILES (22.5 KM) SOUTH OF MAULDIN, 19.7 MILES
 ED2081'(31.7 KM) SOUTH SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED2081'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2081'803-737-1350.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 ED2081'U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6
 ED2081'MILES (13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO NORTHWEST ON
 ED2081'HIGHWAY 25 FOR 4.6 MILES (7.4 KM) TO THE JUNCTION OF STATE ROAD 456
 ED2081'(DAVENTON ROAD0, TURN RIGHT ON ROAD 456 FOR 1.0 MILE (1.6 KM) TO THE
 ED2081'JUNCTION OF A PAVED ROAD RIGHT (FORKSVILLE ROAD) , CONTINUE ON ROAD
 ED2081'456 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT INSIDE A WIRE
 ED2081'FENCE LINE IN THE SOUTHWEST ANGLE OF A GRAVEL DRIVEWAY LEADING TO
 ED2081'HOUSE NUMBER 524.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED2081'AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 21.2 FEET (6.5 M) SOUTH OF THE
 ED2081'CENTER OF THE ROAD, 21.5 FEET (6.6 M) WEST SOUTHWEST OF THE WEST END
 ED2081'OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 62.3 FEET
 ED2081'(19.0 M) EAST OF THE EAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 ED2081'BENEATH A FIELD ACCESS ROAD, 0.4 FOOT (12.2 CM) SOUTH OF THE FENCE
 ED2081'LINE, 2.7 FEET (0.8 M) NORTH OF A WITNESS POST.  NOTE-STATION IS
 ED2081'INTERVISIBLE WITH SURVEY STATION 23 059.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2077 ***********************************************************************
 ED2077  DESIGNATION -  23 060 AZ MK
 ED2077  PID         -  ED2077
 ED2077  STATE/COUNTY-  SC/GREENVILLE
 ED2077  USGS QUAD   -  FORK SHOALS (1983)
 ED2077
 ED2077                         *CURRENT SURVEY CONTROL
 ED2077  ___________________________________________________________________
 ED2077* NAD 83(2001)-  34 32 11.17797(N)    082 21 57.22936(W)     ADJUSTED  
 ED2077* NAVD 88     -       230.0    (meters)     755.     (feet)  VERTCON   
 ED2077  ___________________________________________________________________
 ED2077  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 ED2077  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 ED2077
 ED2077  HORZ ORDER  -  SECOND
 ED2077
 ED2077.The horizontal coordinates were established by classical geodetic methods
 ED2077.and adjusted by the National Geodetic Survey in March 2004..
 ED2077
 ED2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2077
 ED2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2077
 ED2077.The geoid height was determined by GEOID03.
 ED2077
 ED2077;                    North         East     Units Scale Factor Converg.
 ED2077;SPC SC       -   300,600.344   484,225.830   MT  0.99990802   -0 45 26.1
 ED2077;SPC SC       -   986,221.60  1,588,667.42   iFT  0.99990802   -0 45 26.1
 ED2077;UTM  17      - 3,822,484.921   374,656.526   MT  0.99979365   -0 46 28.1
 ED2077
 ED2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2077!SPC SC       -   0.99996869  x   0.99990802  =   0.99987672
 ED2077!UTM  17      -   0.99996869  x   0.99979365  =   0.99976235
 ED2077
 ED2077:                Primary Azimuth Mark                     Grid Az
 ED2077:SPC SC       -  23 060 RESET                             332 32 52.8
 ED2077:UTM  17      -  23 060 RESET                             332 33 54.8
 ED2077
 ED2077|---------------------------------------------------------------------|
 ED2077| PID    Reference Object                     Distance      Geod. Az  |
 ED2077|                                                           dddmmss.s |
 ED2077| ED3666 23 060 RESET                        425.875 METERS 3314726.7 |
 ED2077|---------------------------------------------------------------------|
 ED2077
 ED2077                          SUPERSEDED SURVEY CONTROL
 ED2077
 ED2077  NAD 83(1986)-  34 32 11.18957(N)    082 21 57.22772(W) AD(       ) 2
 ED2077  NAD 27      -  34 32 10.78726(N)    082 21 57.78918(W) AD(       ) 2
 ED2077  NGVD 29 (07/19/86)  230.1    (m)          755.     (f) VERT ANG       
 ED2077
 ED2077.Superseded values are not recommended for survey control.
 ED2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2077.See file dsdata.txt to determine how the superseded data were derived.
 ED2077
 ED2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7465722485(NAD 83)
 ED2077_MARKER: DD = SURVEY DISK
 ED2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2077_SP_SET: CONCRETE POST
 ED2077_STAMPING: AZ MK 23 060 1979
 ED2077_MARK LOGO: SCGS  
 ED2077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2077+STABILITY: SURFACE MOTION
 ED2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2077+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 ED2077
 ED2077  HISTORY     - Date     Condition        Report By
 ED2077  HISTORY     - 1979     MONUMENTED       SCGS
 ED2077  HISTORY     - 1979     GOOD             SCGS
 ED2077  HISTORY     - 19920225 GOOD             SCGS
 ED2077  HISTORY     - 20000821 GOOD             SCGS
 ED2077
 ED2077                          STATION DESCRIPTION
 ED2077
 ED2077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2077'THE STATION IS LOCATED ABOUT 11-1/4 KM SOUTH OF WARE PLACE AND
 ED2077'4-3/4 KM WEST OF U.S. HIGHWAY 25, ALONG THE WEST SIDE OF
 ED2077'RIVER ROAD.
 ED2077'
 ED2077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 ED2077'STATE HIGHWAY 418 IN WARE PLACE.  GO SOUTH ON U.S. HIGHWAY 25 FOR
 ED2077'8.4 KM (5.2 MI) TO COUNTY ROAD S-23-456 LEADING TO DAVENTON
 ED2077'CHURCH.  CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 25 FOR 3.9 KM
 ED2077'(2.4 MI) TO A FORK.  TAKE RIGHT FORK FOR 0.3 KM (0.2 MI) TO A
 ED2077'SIDE ROAD RIGHT.  TURN RIGHT FOR 1.3 KM (0.8 MI) TO A FORK.  TAKE
 ED2077'LEFT FORK FOR 3.5 KM (2.2 MI) TO A T-JUNCTION.  TURN RIGHT AND GO
 ED2077'NORTH FOR 1.0 KM (0.6 MI) TO DRY OAK ROAD.  TURN LEFT AND GO 0.1 KM
 ED2077'(0.05 MI) TO STATION 23 060 SCGS ON THE LEFT.  CONTINUE AHEAD
 ED2077'FOR 0.2 KM (0.15 MI) TO RIVER ROAD ON THE LEFT.  TURN LEFT AND GO
 ED2077'0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 ED2077'
 ED2077'THE STATION IS A STANDARD SCGS DISK
 ED2077'STAMPED---23 060 AZ MK 1979---,
 ED2077'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2077'FLUSH WITH GROUND.  IT IS LOCATED
 ED2077'4.7 METERS NORTH FROM A GUYED UTILITY POLE WITH TRANSFORMER,
 ED2077'3.8 METERS WEST FROM THE CENTER OF RIVER ROAD,
 ED2077'1.15 METERS SOUTHEAST FROM A METAL WITNESS POST AND
 ED2077'0.70 METERS EAST FROM A FENCE.
 ED2077'
 ED2077'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2077'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2077
 ED2077                          STATION RECOVERY (1979)
 ED2077
 ED2077'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2077'RECOVERED IN GOOD CONDITION.
 ED2077
 ED2077                          STATION RECOVERY (1992)
 ED2077
 ED2077'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2077'STATION IS LOCATED 6.3 MILES NORTH NORTHEAST OF HONEA PATH, 7.3 MILES
 ED2077'EAST NORTHEAST OF BELTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2077'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2077'803-737-1350.
 ED2077'TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF U.S. HIGHWAYS 25
 ED2077'(AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY), 6.8 MILES NORTHEAST OF
 ED2077'HONEA PATH, GO NORTHWEST ON HIGHWAY 25 FOR 1.85 MILES TO THE JUNCTION
 ED2077'OF STATE ROAD 51 (OLD AUGUSTA ROAD), TURN LEFT ON ROAD 51 FOR 0.25
 ED2077'MILE TO A ROAD (STATE ROAD 51, MCCULLOUGH SCHOOL ROAD), TURN LEFT ON
 ED2077'ROAD 51 FOR 2.95 MILES TO THE JUNCTION OF STATE ROAD 52 (HOLIDAY DAM
 ED2077'ROAD), TURN RIGHT ON ROAD 52 FOR 0.15 MILE TO A ROAD LEFT (RIVER ROAD)
 ED2077', TURN LEFT ON RIVER ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT
 ED2077'NEAR A FENCE LINE.
 ED2077'STATION IS A CONCRETE POST PROJECTING 1 INCH AND LEVEL WITH THE ROAD,
 ED2077'13.7 FT WEST SOUTHWEST OF THE CENTER OF THE ROAD, 2.2 FT EAST
 ED2077'NORTHEAST OF THE FENCE LINE, 8.3 FT NORTH NORTHWEST OF A 0.5 FOOT
 ED2077'CEDAR TREE, 3.5 FT SOUTHEAST OF A WITNESS POST.
 ED2077'RECOVERED BY R.W. ROBERTS.
 ED2077
 ED2077                          STATION RECOVERY (2000)
 ED2077
 ED2077'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2077'STATION IS LOCATED 6.45 MILES (10.38 KM) SOUTH SOUTHEAST OF WARE
 ED2077'PLACE, 21.9 MILES (35.2 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED2077'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2077'803-737-1350.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 ED2077'U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6
 ED2077'MILES (13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO NORTHWEST ON
 ED2077'HIGHWAY 25 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 51
 ED2077'(MCCULLOGH SCHOOL ROAD) , TURN LEFT ON STATE ROAD 51 FOR 3.0 MILES
 ED2077'(4.8 KM) TO THE JUNCTION OF STATE ROAD 52 (HOLIDAY DAM ROAD) , TURN
 ED2077'RIGHT ON STATE ROAD 52 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF
 ED2077'RIVER ROAD, TURN LEFT ON RIVER ROAD FOR 0.15 MILE (0.24 KM) TO THE
 ED2077'STATION ON THE LEFT NEAR A FENCE LINE.  STATION IS A CONCRETE POST
 ED2077'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 13.4 FEET (4.1 M) WEST
 ED2077'SOUTHWEST OF THE CENTER OF THE ROAD, 2.7 FEET (0.8 M) EAST NORTHEAST
 ED2077'OF THE FENCE LINE, 8.3 FEET (2.5 M) NORTH NORTHWEST OF A 0.9-FOOT
 ED2077'CEDAR TREE, 3.7 FEET (1.1 M) EAST SOUTHEAST OF A WITNESS POST.
 ED2077'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 23 060 RESET.
 ED2077'RECOVERED BY R.P.  MCKEOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3666 ***********************************************************************
 ED3666  DESIGNATION -  23 060 RESET
 ED3666  PID         -  ED3666
 ED3666  STATE/COUNTY-  SC/GREENVILLE
 ED3666  USGS QUAD   -  FORK SHOALS (1983)
 ED3666
 ED3666                         *CURRENT SURVEY CONTROL
 ED3666  ___________________________________________________________________
 ED3666* NAD 83(2001)-  34 32 23.35699(N)    082 22 05.12411(W)     ADJUSTED  
 ED3666* NAVD 88     -       235.2    (meters)     772.     (feet)  GPS OBS   
 ED3666  ___________________________________________________________________
 ED3666  X           -     698,533.533 (meters)                     COMP
 ED3666  Y           -  -5,213,116.593 (meters)                     COMP
 ED3666  Z           -   3,596,047.618 (meters)                     COMP
 ED3666  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 ED3666  ELLIP HEIGHT-         204.60  (meters)          (03/13/03) GPS OBS
 ED3666  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 ED3666
 ED3666  HORZ ORDER  -  FIRST
 ED3666  ELLP ORDER  -  FOURTH    CLASS II
 ED3666
 ED3666.The horizontal coordinates were established by GPS observations
 ED3666.and adjusted by the National Geodetic Survey in March 2003..
 ED3666
 ED3666.The orthometric height was determined by GPS observations and a
 ED3666.high-resolution geoid model.
 ED3666
 ED3666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3666
 ED3666.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3666
 ED3666.The ellipsoidal height was determined by GPS observations
 ED3666.and is referenced to NAD 83.
 ED3666
 ED3666.The geoid height was determined by GEOID03.
 ED3666
 ED3666;                    North         East     Units Scale Factor Converg.
 ED3666;SPC SC       -   300,978.230   484,029.518   MT  0.99990891   -0 45 30.5
 ED3666;SPC SC       -   987,461.38  1,588,023.35   iFT  0.99990891   -0 45 30.5
 ED3666;UTM  17      - 3,822,862.822   374,460.349   MT  0.99979426   -0 46 32.8
 ED3666
 ED3666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3666!SPC SC       -   0.99996788  x   0.99990891  =   0.99987680
 ED3666!UTM  17      -   0.99996788  x   0.99979426  =   0.99976215
 ED3666
 ED3666:                Primary Azimuth Mark                     Grid Az
 ED3666:SPC SC       -  23 060 AZ MK                             152 32 52.7
 ED3666:UTM  17      -  23 060 AZ MK                             152 33 55.0
 ED3666
 ED3666|---------------------------------------------------------------------|
 ED3666| PID    Reference Object                     Distance      Geod. Az  |
 ED3666|                                                           dddmmss.s |
 ED3666| ED2077 23 060 AZ MK                        425.875 METERS 1514722.2 |
 ED3666|---------------------------------------------------------------------|
 ED3666
 ED3666                          SUPERSEDED SURVEY CONTROL
 ED3666
 ED3666  NAD 83(1986)-  34 32 23.36711(N)    082 22 05.12401(W) AD(       ) 1
 ED3666  NAD 83(1995)-  34 32 23.35778(N)    082 22 05.12500(W) AD(       ) 1
 ED3666  NAD 83(1995)-  34 32 23.35778(N)    082 22 05.12500(W) AD(       ) 2
 ED3666  ELLIP H (12/20/99)  204.59   (m)                       GP(       ) 4 1
 ED3666  NAD 83(1986)-  34 32 23.36870(N)    082 22 05.12263(W) AD(       ) 2
 ED3666  NAD 27      -  34 32 22.96669(N)    082 22 05.68356(W) AD(       ) 2
 ED3666
 ED3666.Superseded values are not recommended for survey control.
 ED3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3666.See file dsdata.txt to determine how the superseded data were derived.
 ED3666
 ED3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7446022863(NAD 83)
 ED3666_MARKER: DD = SURVEY DISK
 ED3666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3666_SP_SET: CONCRETE POST
 ED3666_STAMPING: HORZ 23 060 1979 1992
 ED3666_MARK LOGO: SCGS  
 ED3666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3666+STABILITY: SURFACE MOTION
 ED3666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3666+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 ED3666
 ED3666  HISTORY     - Date     Condition        Report By
 ED3666  HISTORY     - 1992     MONUMENTED       SCGS
 ED3666  HISTORY     - 19921101 GOOD             NGS
 ED3666  HISTORY     - 20000821 GOOD             SCGS
 ED3666
 ED3666                          STATION DESCRIPTION
 ED3666
 ED3666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ED3666'STATION IS LOCATED 6.55 MILES (10.54 KM) NORTH NORTHEAST OF HONEA
 ED3666'PATH, 7.3 MILES (11.7 KM) EAST NORTHEAST OF BELTON.
 ED3666'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3666'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3666'TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF U.S. HIGHWAYS 25
 ED3666'(AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY), 6.8 MILES (10.9 KM)
 ED3666'NORTHWEST OF HONEA PATH, GO NORTHWEST ON HIGHWAY 25 FOR 1.85 MILES
 ED3666'(2.98 KM) TO THE JUNCTION OF STATE ROAD 51 (OLD AUGUSTA ROAD), TURN
 ED3666'LEFT ON ROAD 51 FOR 0.25 MILE (0.40 KM) TO A ROAD LEFT (STATE ROAD
 ED3666'51, MCCULLOUGH SCHOOL ROAD), TURN LEFT ON ROAD 51 FOR 2.95 MILES
 ED3666'(4.75 KM) TO THE JUNCTION OF STATE ROAD 52 (HOLIDAY DAM ROAD), TURN
 ED3666'RIGHT ON ROAD 52 FOR 0.6 MILE (1.0 KM) TO A ROAD LEFT (DRY OAK ROAD),
 ED3666'TURN LEFT ON DRY OAK ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 ED3666'LEFT NEAR A POWER POLE.
 ED3666'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3666'ROAD, 11.7 FEET (3.6 M) SOUTHEAST OF THE CENTER OF THE ROAD, 35.4
 ED3666'FEET (10.8 M) SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE
 ED3666'WASHER ATTACHED, 81.4 FEET (24.8 M) SOUTH SOUTHWEST OF THE SOUTHWEST
 ED3666'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO A BRICK
 ED3666'HOUSE, 99.3 FEET (30.3 M) SOUTHEAST OF THE EAST CORNER OF THE BRICK
 ED3666'HOUSE, 76.8 FEET (23.4 M) SOUTH OF A POWER POLE WITH TRANSFORMER, 2.3
 ED3666'FEET (0.7 M) NORTHWEST OF A WITNESS POST.
 ED3666
 ED3666                          STATION RECOVERY (2000)
 ED3666
 ED3666'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3666'STATION IS LOCATED 8.7 MILES (14.0 KM) SOUTHEAST OF PELZER, 21.6 MILES
 ED3666'(34.8 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3666'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3666'803-737-1350.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 ED3666'U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6
 ED3666'MILES (13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO NORTHWEST ON
 ED3666'HIGHWAY 25 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 51
 ED3666'(MCCULLOGH SCHOOL ROAD) , TURN LEFT ON ROAD 51 FOR 3.0 MILES (4.8 KM)
 ED3666'TO THE JUNCTION OF STATE ROAD 52 (HOLIDAY DAM ROAD) , TURN RIGHT ON
 ED3666'ROAD 52 FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF DRY OAK ROAD, TURN
 ED3666'LEFT ON DRY OAK ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 ED3666'LEFT AT THE EDGE OF A FIELD.  STATION IS A CONCRETE POST RECESSED 0.4
 ED3666'FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 11.9 FEET (3.6
 ED3666'M) SOUTHEAST OF THE CENTER OF THE ROAD, 36.4 FEET (11.1 M) WEST
 ED3666'SOUTHWEST OF A POWER LINE STUB POLE , 76.9 FEET (23.4 M) SOUTH OF
 ED3666'POWER POLE NUMBER 25 WITH A TRANSFORMER, 125.3 FEET (38.2 M) EAST
 ED3666'NORTHEAST OF A 2.0-FOOT CONCRETE WELL COVER, 151.3 FEET (46.1 M)
 ED3666'NORTHEAST OF THE NORTHEAST END OF A 1.0-FOOT CONCRETE PIPE CULVERT
 ED3666'BENEATH A FIELD ACCESS ROAD, 36.4 FEET (11.1 M) WEST SOUTHWEST OF A
 ED3666'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 23 060
 ED3666'AZ MK.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1095 ***********************************************************************
 ED1095  DESIGNATION -  23 061
 ED1095  PID         -  ED1095
 ED1095  STATE/COUNTY-  SC/GREENVILLE
 ED1095  USGS QUAD   -  GREENVILLE (1983)
 ED1095
 ED1095                         *CURRENT SURVEY CONTROL
 ED1095  ___________________________________________________________________
 ED1095* NAD 83(1986)-  34 47 28.     (N)    082 25 02.     (W)     SCALED    
 ED1095* NAVD 88     -       305.967  (meters)    1003.83   (feet)  ADJUSTED  
 ED1095  ___________________________________________________________________
 ED1095  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 ED1095  DYNAMIC HT  -         305.656 (meters)    1002.81  (feet)  COMP
 ED1095  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 ED1095
 ED1095  VERT ORDER  -  FIRST     CLASS II
 ED1095
 ED1095.The horizontal coordinates were scaled from a topographic map and have
 ED1095.an estimated accuracy of +/- 6 seconds.
 ED1095
 ED1095.The orthometric height was determined by differential leveling
 ED1095.and adjusted by the National Geodetic Survey in June 1991..
 ED1095
 ED1095.The geoid height was determined by GEOID03.
 ED1095
 ED1095.The dynamic height is computed by dividing the NAVD 88
 ED1095.geopotential number by the normal gravity value computed on the
 ED1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1095.degrees latitude (g = 980.6199 gals.).
 ED1095
 ED1095.The modeled gravity was interpolated from observed gravity values.
 ED1095
 ED1095;                    North         East    Units  Estimated Accuracy
 ED1095;SPC SC       -   328,910.      479,900.      MT  (+/- 180 meters Scaled)
 ED1095
 ED1095                          SUPERSEDED SURVEY CONTROL
 ED1095
 ED1095  NGVD 29 (??/??/??)  306.058  (m)         1004.13   (f) ADJUSTED    1 2
 ED1095
 ED1095.Superseded values are not recommended for survey control.
 ED1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1095.See file dsdata.txt to determine how the superseded data were derived.
 ED1095
 ED1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU703507(NAD 83)
 ED1095_MARKER: DD = SURVEY DISK
 ED1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED1095_SP_SET: BRIDGE WINGWALL
 ED1095_STAMPING: VERT 23 061 1982
 ED1095_MARK LOGO: SCGS  
 ED1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1095+STABILITY: SURFACE MOTION
 ED1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1095+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 ED1095
 ED1095  HISTORY     - Date     Condition        Report By
 ED1095  HISTORY     - 1982     MONUMENTED       SCGS
 ED1095  HISTORY     - 19910917 GOOD             SCGS
 ED1095  HISTORY     - 20000710 MARK NOT FOUND   SCGS
 ED1095  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 ED1095
 ED1095                          STATION DESCRIPTION
 ED1095
 ED1095'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1095'1.3 KM (0.8 MI) SE FROM GANTT.
 ED1095'THE MARK IS ABOVE LEVEL WITH HIGHWAY 25.
 ED1095'AT THE JUNCTION OF INTERSTATE HIGHWAY 85 AND U.S. HIGHWAY 25, (WHITE
 ED1095'HORSE ROAD), SOUTH OF GREENVILLE, SET IN THE HEADWALL AT THE WEST
 ED1095'CORNER OF THE BRIDGE.
 ED1095
 ED1095                          STATION RECOVERY (1991)
 ED1095
 ED1095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1095'STATION IS LOCATED IN THE WINGWALL AT THE NORTHWEST CORNER OF THE
 ED1095'JUNCTION OVERPASS OF U.S. HIGHWAY 25 BYPASS (WHITE HORSE ROAD) AND
 ED1095'INTERSTATE 85.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED1095'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350 STATION IS A DRILL
 ED1095'MARK IN WINGWALL OF OVERPASS, 4.0 FEET SOUTHEAST OF A POWER POLE WITH
 ED1095'A GUY WIRE, 3.2 FEET SOUTH SOUTHEAST OF A WITNESS POST.  RECOVERED BY
 ED1095'T. HALL.
 ED1095
 ED1095                          STATION RECOVERY (2000)
 ED1095
 ED1095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1095'NOT RECOVERED, BRIDGE REBUILT IN 1998.  RECOVERY BY J.B.  SMOAK.
 ED1095
 ED1095                          STATION RECOVERY (2004)
 ED1095
 ED1095'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1096 ***********************************************************************
 ED1096  DESIGNATION -  23 062
 ED1096  PID         -  ED1096
 ED1096  STATE/COUNTY-  SC/GREENVILLE
 ED1096  USGS QUAD   -  GREENVILLE (1983)
 ED1096
 ED1096                         *CURRENT SURVEY CONTROL
 ED1096  ___________________________________________________________________
 ED1096* NAD 83(1986)-  34 47 58.     (N)    082 25 27.     (W)     SCALED    
 ED1096* NAVD 88     -       300.206  (meters)     984.93   (feet)  ADJUSTED  
 ED1096  ___________________________________________________________________
 ED1096  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 ED1096  DYNAMIC HT  -         299.901 (meters)     983.93  (feet)  COMP
 ED1096  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 ED1096
 ED1096  VERT ORDER  -  FIRST     CLASS II
 ED1096
 ED1096.The horizontal coordinates were scaled from a topographic map and have
 ED1096.an estimated accuracy of +/- 6 seconds.
 ED1096
 ED1096.The orthometric height was determined by differential leveling
 ED1096.and adjusted by the National Geodetic Survey in June 1991..
 ED1096
 ED1096.The geoid height was determined by GEOID03.
 ED1096
 ED1096.The dynamic height is computed by dividing the NAVD 88
 ED1096.geopotential number by the normal gravity value computed on the
 ED1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1096.degrees latitude (g = 980.6199 gals.).
 ED1096
 ED1096.The modeled gravity was interpolated from observed gravity values.
 ED1096
 ED1096;                    North         East    Units  Estimated Accuracy
 ED1096;SPC SC       -   329,850.      479,280.      MT  (+/- 180 meters Scaled)
 ED1096
 ED1096                          SUPERSEDED SURVEY CONTROL
 ED1096
 ED1096  NGVD 29 (??/??/??)  300.296  (m)          985.22   (f) ADJUSTED    1 2
 ED1096
 ED1096.Superseded values are not recommended for survey control.
 ED1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1096.See file dsdata.txt to determine how the superseded data were derived.
 ED1096
 ED1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU697517(NAD 83)
 ED1096_MARKER: DB = BENCH MARK DISK
 ED1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1096_SP_SET: CONCRETE POST
 ED1096_STAMPING: VERT 23 062 1982
 ED1096_MARK LOGO: SCGS  
 ED1096_PROJECTION: FLUSH
 ED1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1096+STABILITY: SURFACE MOTION
 ED1096
 ED1096  HISTORY     - Date     Condition        Report By
 ED1096  HISTORY     - 1982     MONUMENTED       SCGS
 ED1096  HISTORY     - 19910913 MARK NOT FOUND   SCGS
 ED1096  HISTORY     - 19921209 MARK NOT FOUND   SCGS
 ED1096  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1096
 ED1096                          STATION DESCRIPTION
 ED1096
 ED1096'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1096'IN GANTT.
 ED1096'AT THE JUNCTION OF STATE HIGHWAY 20 AND U.S. HIGHWAY 25 BYPASS,
 ED1096'(WHITE HORSE ROAD) IN GANTT, SET IN THE SOUTHWEST CORNER OF THE YARD
 ED1096'OF A RED BRICK HOUSE EAST OF THE CENTER OF THE INTERSECTION,
 ED1096'19.7 METERS (64.5 FEET) SOUTH SOUTHEAST OF A FIRE HYDRANT, 14.3 METERS
 ED1096'(47.0 FEET) EAST SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY 20,
 ED1096'7.2 METERS (23.5 FEET) NORTH OF THE APPROXIMATE CENTER OF MURELL ROAD,
 ED1096'31.4 METERS (103.0 FEET) NORTH OF THE APPROXIMATE CENTER OF HIGHWAY
 ED1096'25 NORTH BOUND LANE AND 9.1 METERS (30.0 FEET) WEST OF A TWIN TRUNK
 ED1096'FERN TREE.
 ED1096'THE MARK IS 5.80 METERS  NE FROM A WITNESS POST.
 ED1096'THE MARK IS ABOVE LEVEL WITH HIGHWAY 20.
 ED1096
 ED1096                          STATION RECOVERY (1991)
 ED1096
 ED1096'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1096'MARK NOT FOUND.
 ED1096
 ED1096                          STATION RECOVERY (1992)
 ED1096
 ED1096'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1096'NOT RECOVERED, A THOROUGH SEARCH WAS CONDUCTED WITH NO RESULTS,
 ED1096'PRESUMED DESTROYED, AREA CHANGED AND REGRADED. RECOVERY BY T. HALL.
 ED1096
 ED1096                          STATION RECOVERY (2004)
 ED1096
 ED1096'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1099 ***********************************************************************
 ED1099  DESIGNATION -  23 063
 ED1099  PID         -  ED1099
 ED1099  STATE/COUNTY-  SC/GREENVILLE
 ED1099  USGS QUAD   -  GREENVILLE (1983)
 ED1099
 ED1099                         *CURRENT SURVEY CONTROL
 ED1099  ___________________________________________________________________
 ED1099* NAD 83(1986)-  34 48 49.     (N)    082 26 26.     (W)     SCALED    
 ED1099* NAVD 88     -       302.407  (meters)     992.15   (feet)  ADJUSTED  
 ED1099  ___________________________________________________________________
 ED1099  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 ED1099  DYNAMIC HT  -         302.099 (meters)     991.14  (feet)  COMP
 ED1099  MODELED GRAV-     979,609.3   (mgal)                       NAVD 88
 ED1099
 ED1099  VERT ORDER  -  FIRST     CLASS II
 ED1099
 ED1099.The horizontal coordinates were scaled from a topographic map and have
 ED1099.an estimated accuracy of +/- 6 seconds.
 ED1099
 ED1099.The orthometric height was determined by differential leveling
 ED1099.and adjusted by the National Geodetic Survey in June 1991..
 ED1099
 ED1099.The geoid height was determined by GEOID03.
 ED1099
 ED1099.The dynamic height is computed by dividing the NAVD 88
 ED1099.geopotential number by the normal gravity value computed on the
 ED1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1099.degrees latitude (g = 980.6199 gals.).
 ED1099
 ED1099.The modeled gravity was interpolated from observed gravity values.
 ED1099
 ED1099;                    North         East    Units  Estimated Accuracy
 ED1099;SPC SC       -   331,440.      477,800.      MT  (+/- 180 meters Scaled)
 ED1099
 ED1099                          SUPERSEDED SURVEY CONTROL
 ED1099
 ED1099  NGVD 29 (12/12/91)  302.496  (m)          992.44   (f) ADJUSTED    1 2
 ED1099
 ED1099.Superseded values are not recommended for survey control.
 ED1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1099.See file dsdata.txt to determine how the superseded data were derived.
 ED1099
 ED1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU682533(NAD 83)
 ED1099_MARKER: DD = SURVEY DISK
 ED1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1099_SP_SET: CONCRETE POST
 ED1099_STAMPING: VERT 23 063 1982
 ED1099_MARK LOGO: SCGS  
 ED1099_PROJECTION: FLUSH
 ED1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1099+STABILITY: SURFACE MOTION
 ED1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1099+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 ED1099
 ED1099  HISTORY     - Date     Condition        Report By
 ED1099  HISTORY     - 1982     MONUMENTED       SCGS
 ED1099  HISTORY     - 19881003 GOOD             SCGS
 ED1099  HISTORY     - 20000725 MARK NOT FOUND   SCGS
 ED1099  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1099
 ED1099                          STATION DESCRIPTION
 ED1099
 ED1099'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1099'1.0 KM (0.6 MI) SOUTH FROM WELCOME.
 ED1099'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 ED1099'1.7 KILOMETER (1.1 MILE) NORTH ALONG U.S. HIGHWAY 25 BYPASS (WHITE
 ED1099'HORSE ROAD), FROM THE JUNCTION OF INTERSTATE 185, SET IN
 ED1099'LAWN OF THE SOUTH CAROLINA NATIONAL BANK, 0.2 KILOMETER (0.1 MI) SOUTH
 ED1099'OF THE JUNCTION OF HIGHWAY 81, 12.4 METERS (41.0 FEET) WEST SOUTHWEST
 ED1099'OF THE WEST CURB OF HIGHWAY 25, 5.8 METERS (19.0 FEET) EAST OF THE
 ED1099'NORTH CORNER OF THE BANK, 2.9 METERS (9.7 FEET) SOUTH SOUTHEAST
 ED1099'OF THE SOUTH CURB OF THE BANK DRIVEWAY AND 8.3 METERS (27.3 FEET)
 ED1099'NORTH NORTHEAST OF THE CENTER OF THE DOUBLE DOORS TO THE BANK.
 ED1099
 ED1099                          STATION RECOVERY (1988)
 ED1099
 ED1099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1099'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 ED1099'STATION IS LOCATED IN GREENVILLE.  OWNERSHIP--SOUTH CAROLINA NATIONAL
 ED1099'BANK, 3043 WHITE HORSE ROAD, P.O. BOX 969, GREENVILLE, SC 29602, PHONE
 ED1099'803-239-6939.
 ED1099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND U.S.
 ED1099'HIGHWAY 25 (WHITE HORSE ROAD) IN GREENVILLE, GO SOUTHERLY ON HIGHWAY
 ED1099'25 FOR (0.1 MI) TO THE MARK ON THE RIGHT IN FRONT OF THE SOUTH
 ED1099'CAROLINA NATIONAL BANK.
 ED1099'STATION IS A CONCRETE POST RECESSED 1-INCH, (9.0 FT) SOUTH OF THE
 ED1099'SOUTH CURB OF THE ENTRANCE DRIVE, (18.3 FT) EAST OF THE NORTHEAST
 ED1099'CORNER OF THE BANK, (31.0 FT) WEST OF THE WEST CURB OF THE HIGHWAY,
 ED1099'(6.4 FT) NORTH OF THE NORTHEAST CORNER OF A STEEL SIGN IN FRONT OF THE
 ED1099'BANK.
 ED1099'DESCRIBED BY J R WERNER
 ED1099
 ED1099                          STATION RECOVERY (2000)
 ED1099
 ED1099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1099'NOT RECOVERED, ROAD HAS BEEN WIDENED AND NEW BANK BUILDING HAS BEEN
 ED1099'CONSTRUCTED.  RECOVERY BY R.P.  MCKEOWN
 ED1099
 ED1099                          STATION RECOVERY (2004)
 ED1099
 ED1099'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1100 ***********************************************************************
 ED1100  DESIGNATION -  23 064
 ED1100  PID         -  ED1100
 ED1100  STATE/COUNTY-  SC/GREENVILLE
 ED1100  USGS QUAD   -  GREENVILLE (1983)
 ED1100
 ED1100                         *CURRENT SURVEY CONTROL
 ED1100  ___________________________________________________________________
 ED1100* NAD 83(1986)-  34 49 18.     (N)    082 26 42.     (W)     SCALED    
 ED1100* NAVD 88     -       298.080  (meters)     977.95   (feet)  ADJUSTED  
 ED1100  ___________________________________________________________________
 ED1100  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 ED1100  DYNAMIC HT  -         297.777 (meters)     976.96  (feet)  COMP
 ED1100  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 ED1100
 ED1100  VERT ORDER  -  FIRST     CLASS II
 ED1100
 ED1100.The horizontal coordinates were scaled from a topographic map and have
 ED1100.an estimated accuracy of +/- 6 seconds.
 ED1100
 ED1100.The orthometric height was determined by differential leveling
 ED1100.and adjusted by the National Geodetic Survey in June 1991..
 ED1100
 ED1100.The geoid height was determined by GEOID03.
 ED1100
 ED1100.The dynamic height is computed by dividing the NAVD 88
 ED1100.geopotential number by the normal gravity value computed on the
 ED1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1100.degrees latitude (g = 980.6199 gals.).
 ED1100
 ED1100.The modeled gravity was interpolated from observed gravity values.
 ED1100
 ED1100;                    North         East    Units  Estimated Accuracy
 ED1100;SPC SC       -   332,340.      477,410.      MT  (+/- 180 meters Scaled)
 ED1100
 ED1100                          SUPERSEDED SURVEY CONTROL
 ED1100
 ED1100  NGVD 29 (??/??/??)  298.169  (m)          978.24   (f) ADJUSTED    1 2
 ED1100
 ED1100.Superseded values are not recommended for survey control.
 ED1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1100.See file dsdata.txt to determine how the superseded data were derived.
 ED1100
 ED1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU678542(NAD 83)
 ED1100_MARKER: DB = BENCH MARK DISK
 ED1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1100_SP_SET: CONCRETE POST
 ED1100_STAMPING: VERT 23 064 1982
 ED1100_MARK LOGO: SCGS  
 ED1100_PROJECTION: FLUSH
 ED1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1100+STABILITY: SURFACE MOTION
 ED1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1100+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 ED1100
 ED1100  HISTORY     - Date     Condition        Report By
 ED1100  HISTORY     - 1982     MONUMENTED       SCGS
 ED1100  HISTORY     - 19881006 MARK NOT FOUND   SCGS
 ED1100  HISTORY     - 20000726 MARK NOT FOUND   SCGS
 ED1100  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1100
 ED1100                          STATION DESCRIPTION
 ED1100
 ED1100'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1100'IN WELCOME.
 ED1100'2.7 KILOMETERS (1.7 MILES) NORTH ALONG U.S. HIGHWAY 25 BYPASS (WHITE
 ED1100'HORSE ROAD) FROM THE JUNCTION OF INTERSTATE HIGHWAY 185, SET IN THE
 ED1100'NORTHWEST CORNER OF THE WELCOME SCHOOL YARD, 12.5 METERS (41.0 FEET)
 ED1100'SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF FLORIDA AVENUE,
 ED1100'8.8 METERS (29.0 FEET) EAST NORTHEAST OF THE NORTHEAST CURB OF
 ED1100'WHITE HORSE ROAD, 24.0 METERS (79.0 FEET) SOUTHEAST OF A FIRE HYDRANT
 ED1100'AND 7.3 METERS (24.0 FEET) EAST OF A POWERLINE POLE.
 ED1100'THE MARK IS 1.50 M BELOW WHITE HORSE ROAD.
 ED1100
 ED1100                          STATION RECOVERY (1988)
 ED1100
 ED1100'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1100'STATION IS PROBABLY INTACT, THE AREA APPEARS TO HAVE BEEN BACKFILLED.
 ED1100
 ED1100                          STATION RECOVERY (2000)
 ED1100
 ED1100'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1100'NOT RECOVERED, COULD NOT BE LOCATED USING REFERENCES, ROAD HAS BEEN
 ED1100'WIDENED AND GRADED.  RECOVERY BY R.P.  MCKEOWN
 ED1100
 ED1100                          STATION RECOVERY (2004)
 ED1100
 ED1100'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1122 ***********************************************************************
 ED1122  DESIGNATION -  23 067
 ED1122  PID         -  ED1122
 ED1122  STATE/COUNTY-  SC/GREENVILLE
 ED1122  USGS QUAD   -  GREENVILLE (1983)
 ED1122
 ED1122                         *CURRENT SURVEY CONTROL
 ED1122  ___________________________________________________________________
 ED1122* NAD 83(1986)-  34 51 04.     (N)    082 27 00.     (W)     SCALED    
 ED1122* NAVD 88     -       311.111  (meters)    1020.70   (feet)  ADJUSTED  
 ED1122  ___________________________________________________________________
 ED1122  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED1122  DYNAMIC HT  -         310.794 (meters)    1019.66  (feet)  COMP
 ED1122  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 ED1122
 ED1122  VERT ORDER  -  FIRST     CLASS II
 ED1122
 ED1122.The horizontal coordinates were scaled from a topographic map and have
 ED1122.an estimated accuracy of +/- 6 seconds.
 ED1122
 ED1122.The orthometric height was determined by differential leveling
 ED1122.and adjusted by the National Geodetic Survey in June 1991..
 ED1122
 ED1122.The geoid height was determined by GEOID03.
 ED1122
 ED1122.The dynamic height is computed by dividing the NAVD 88
 ED1122.geopotential number by the normal gravity value computed on the
 ED1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1122.degrees latitude (g = 980.6199 gals.).
 ED1122
 ED1122.The modeled gravity was interpolated from observed gravity values.
 ED1122
 ED1122;                    North         East    Units  Estimated Accuracy
 ED1122;SPC SC       -   335,610.      477,000.      MT  (+/- 180 meters Scaled)
 ED1122
 ED1122                          SUPERSEDED SURVEY CONTROL
 ED1122
 ED1122  NGVD 29 (??/??/??)  311.198  (m)         1020.99   (f) ADJUSTED    1 2
 ED1122
 ED1122.Superseded values are not recommended for survey control.
 ED1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1122.See file dsdata.txt to determine how the superseded data were derived.
 ED1122
 ED1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU674574(NAD 83)
 ED1122_MARKER: DB = BENCH MARK DISK
 ED1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1122_SP_SET: CONCRETE POST
 ED1122_STAMPING: VERT 23 067 1982
 ED1122_MARK LOGO: SCGS  
 ED1122_PROJECTION: FLUSH
 ED1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1122+STABILITY: SURFACE MOTION
 ED1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1122+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 ED1122
 ED1122  HISTORY     - Date     Condition        Report By
 ED1122  HISTORY     - 1982     MONUMENTED       SCGS
 ED1122  HISTORY     - 20000809 MARK NOT FOUND   SCGS
 ED1122  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1122
 ED1122                          STATION DESCRIPTION
 ED1122
 ED1122'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1122'IN WEST GREENVILLE.
 ED1122'0.2 KILOMETER (0.1 MILE) SOUTH ALONG U.S. HIGHWAY 25 BYPASS, (WHITE
 ED1122'HORSE ROAD) FROM THE JUNCTION OF STATE HIGHWAY 253, IN WEST GREENVILLE
 ED1122'SET BY A COMMEMORATIVE PLAQUE IN THE NORTHWEST LAWN OF THE CAROLINA
 ED1122'FEDERAL BANK, 9.4 METERS (31.0 FEET) NORTHEAST OF THE NORTHEAST CURB
 ED1122'OF WHITE HORSE ROAD, 19.0 METERS (62.0 FEET) SOUTHWEST OF THE
 ED1122'APPROXIMATE CENTER OF PENDLETON STREET, 17.4 METERS (57.0 FEET)
 ED1122'NORTHWEST OF THE WEST ROUNDED CORNER OF THE BRICK BANK BUILDING AND
 ED1122'30.2 METERS (99.0 FEET) EAST SOUTHEAST OF A POWERLINE POLE WITH
 ED1122'SEVERAL GUY WIRES.
 ED1122'THE MARK IS ABOVE LEVEL WITH WHITE HORSE ROAD.
 ED1122
 ED1122                          STATION RECOVERY (2000)
 ED1122
 ED1122'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1122'NOT RECOVERED, DISTANCES PULLED BUT NOT LOCATED, SITE HAS GRAVEL
 ED1122'PARKING LOT AND BANK WAS CONVERTED TO BBQ STAND, SEARCHED FOR 30
 ED1122'MINUTES.  RECOVERY BY D.L.  BRECHLIN.
 ED1122
 ED1122                          STATION RECOVERY (2004)
 ED1122
 ED1122'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1123 ***********************************************************************
 ED1123  DESIGNATION -  23 068
 ED1123  PID         -  ED1123
 ED1123  STATE/COUNTY-  SC/GREENVILLE
 ED1123  USGS QUAD   -  GREENVILLE (1983)
 ED1123
 ED1123                         *CURRENT SURVEY CONTROL
 ED1123  ___________________________________________________________________
 ED1123* NAD 83(1986)-  34 51 29.     (N)    082 26 29.     (W)     SCALED    
 ED1123* NAVD 88     -       297.640  (meters)     976.51   (feet)  ADJUSTED  
 ED1123  ___________________________________________________________________
 ED1123  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 ED1123  DYNAMIC HT  -         297.336 (meters)     975.51  (feet)  COMP
 ED1123  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 ED1123
 ED1123  VERT ORDER  -  FIRST     CLASS II
 ED1123
 ED1123.The horizontal coordinates were scaled from a topographic map and have
 ED1123.an estimated accuracy of +/- 6 seconds.
 ED1123
 ED1123.The orthometric height was determined by differential leveling
 ED1123.and adjusted by the National Geodetic Survey in June 1991..
 ED1123
 ED1123.The geoid height was determined by GEOID03.
 ED1123
 ED1123.The dynamic height is computed by dividing the NAVD 88
 ED1123.geopotential number by the normal gravity value computed on the
 ED1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1123.degrees latitude (g = 980.6199 gals.).
 ED1123
 ED1123.The modeled gravity was interpolated from observed gravity values.
 ED1123
 ED1123;                    North         East    Units  Estimated Accuracy
 ED1123;SPC SC       -   336,370.      477,800.      MT  (+/- 180 meters Scaled)
 ED1123
 ED1123                          SUPERSEDED SURVEY CONTROL
 ED1123
 ED1123  NGVD 29 (??/??/??)  297.727  (m)          976.79   (f) ADJUSTED    1 2
 ED1123
 ED1123.Superseded values are not recommended for survey control.
 ED1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1123.See file dsdata.txt to determine how the superseded data were derived.
 ED1123
 ED1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU682582(NAD 83)
 ED1123_MARKER: DB = BENCH MARK DISK
 ED1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1123_SP_SET: CONCRETE POST
 ED1123_STAMPING: VERT 23 068 1982
 ED1123_MARK LOGO: SCGS  
 ED1123_PROJECTION: FLUSH
 ED1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1123+STABILITY: SURFACE MOTION
 ED1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1123+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 ED1123
 ED1123  HISTORY     - Date     Condition        Report By
 ED1123  HISTORY     - 1982     MONUMENTED       SCGS
 ED1123  HISTORY     - 20000809 MARK NOT FOUND   SCGS
 ED1123  HISTORY     - 20041019 MARK NOT FOUND   USPSQD
 ED1123
 ED1123                          STATION DESCRIPTION
 ED1123
 ED1123'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1123'IN WESTVILLE.
 ED1123'1.1 KILOMETERS (0.7 MILE) NORTHEAST ALONG STATE HIGHWAY 253, FROM
 ED1123'THE JUNCTION OF U.S. HIGHWAY 25 BYPASS (WHITE HORSE ROAD), SET AT
 ED1123'THE WEST SIDE PARK IN THE EAST CORNER OF THE ENTRANCE LEADING TO THE
 ED1123'PARK, 13.4 METERS (44.0 FEET) NORTH OF THE CURB OF HIGHWAY 253,
 ED1123'11.0 METERS (36.0 FEET) EAST OF THE APPROXIMATE CENTER OF A PAVED
 ED1123'ROAD LEADING TO THE PARK, 11.4 METERS (37.4 FEET) NORTHWEST OF A
 ED1123'SIGN FOR WEST SIDE PARK AND 0.6 METER (2.0 FEET) SOUTH OF A CHAINLINK
 ED1123'FENCE.
 ED1123'THE MARK IS 0.90 METERS  SW FROM A WITNESS POST.
 ED1123'THE MARK IS 1.00 M ABOVE HIGHWAY 253.
 ED1123
 ED1123                          STATION RECOVERY (2000)
 ED1123
 ED1123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1123'NOT RECOVERED, REFERENCES GONE, SEARCHED FOR 30 MINUTES.  RECOVERY BY
 ED1123'D.L.  BRECHLIN.
 ED1123
 ED1123                          STATION RECOVERY (2004)
 ED1123
 ED1123'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1124 ***********************************************************************
 ED1124  DESIGNATION -  23 069
 ED1124  PID         -  ED1124
 ED1124  STATE/COUNTY-  SC/GREENVILLE
 ED1124  USGS QUAD   -  GREENVILLE (1983)
 ED1124
 ED1124                         *CURRENT SURVEY CONTROL
 ED1124  ___________________________________________________________________
 ED1124* NAD 83(1986)-  34 51 56.     (N)    082 25 58.     (W)     SCALED    
 ED1124* NAVD 88     -       308.545  (meters)    1012.28   (feet)  ADJUSTED  
 ED1124  ___________________________________________________________________
 ED1124  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 ED1124  DYNAMIC HT  -         308.230 (meters)    1011.25  (feet)  COMP
 ED1124  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 ED1124
 ED1124  VERT ORDER  -  FIRST     CLASS II
 ED1124
 ED1124.The horizontal coordinates were scaled from a topographic map and have
 ED1124.an estimated accuracy of +/- 6 seconds.
 ED1124
 ED1124.The orthometric height was determined by differential leveling
 ED1124.and adjusted by the National Geodetic Survey in June 1991..
 ED1124
 ED1124.The geoid height was determined by GEOID03.
 ED1124
 ED1124.The dynamic height is computed by dividing the NAVD 88
 ED1124.geopotential number by the normal gravity value computed on the
 ED1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1124.degrees latitude (g = 980.6199 gals.).
 ED1124
 ED1124.The modeled gravity was interpolated from observed gravity values.
 ED1124
 ED1124;                    North         East    Units  Estimated Accuracy
 ED1124;SPC SC       -   337,190.      478,590.      MT  (+/- 180 meters Scaled)
 ED1124
 ED1124                          SUPERSEDED SURVEY CONTROL
 ED1124
 ED1124  NGVD 29 (??/??/??)  308.632  (m)         1012.57   (f) ADJUSTED    1 2
 ED1124
 ED1124.Superseded values are not recommended for survey control.
 ED1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1124.See file dsdata.txt to determine how the superseded data were derived.
 ED1124
 ED1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU690590(NAD 83)
 ED1124_MARKER: DD = SURVEY DISK
 ED1124_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ED1124+WITH SETTING: PAVEMENT
 ED1124_SP_SET: TOWER FOUNDATION
 ED1124_STAMPING: VERT 23 069 1982
 ED1124_MARK LOGO: SCGS  
 ED1124_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1124+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1124
 ED1124  HISTORY     - Date     Condition        Report By
 ED1124  HISTORY     - 1982     MONUMENTED       SCGS
 ED1124  HISTORY     - 20000809 GOOD             SCGS
 ED1124  HISTORY     - 20041019 GOOD             USPSQD
 ED1124  HISTORY     - 20051107 GOOD             USPSQD
 ED1124
 ED1124                          STATION DESCRIPTION
 ED1124
 ED1124'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1124'IN CITY VIEW.
 ED1124'2.3 KILOMETERS (1.45 MILES) NORTHEAST ALONG STATE HIGHWAY 253 FROM THE
 ED1124'JUNCTION OF U.S. HIGHWAY 25 BYPASS (WHITE HORSE ROAD) SET IN THE
 ED1124'NORTHWEST CORNER OF THE BASE OF A MAJOR POWERLINE TOWER ON THE
 ED1124'SOUTHEAST SIDE OF THE ROAD, 64.9 METERS (213.0 FEET) NORTHEAST OF THE
 ED1124'NORTHEAST CURB OF PARKER ROAD, 4.9 METERS (16.0 FEET) SOUTHEAST OF
 ED1124'THE SOUTHEAST CURB OF HIGHWAY 253.
 ED1124'THE MARK IS 0.50 METERS  SE FROM A WITNESS POST.
 ED1124'THE MARK IS 1.20 M ABOVE HIGHWAY 253.
 ED1124
 ED1124                          STATION RECOVERY (2000)
 ED1124
 ED1124'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1124'STATION IS LOCATED 2.4 MILES (3.9 KM) WEST NORTHWEST OF GREENVILLE,
 ED1124'7.3 MILES (11.7 KM) SOUTH SOUTHWEST OF TRAVELERS REST.
 ED1124'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1124'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1124'JUNCTION OF STATE HIGHWAYS 253 (WEST BLUE RIDGE ROAD) AND 183 (CEDAR
 ED1124'LANE ROAD) , 2.4 MILES (3.9 KM) NORTHWEST OF GREENVILLE, GO SOUTHWEST
 ED1124'ON HIGHWAY 253 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE LEFT SET
 ED1124'INTO THE CONCRETE FOOTING AT THE BASE OF A TRANSMISSION TOWER, 0.05
 ED1124'MILE (0.08 KM) SOUTHEAST OF THE JUNCTION OF STATE ROAD 104 (WEST
 ED1124'PARKER STREET) .  STATION IS A DISK SET IN A DRILL HOLE IN THE
 ED1124'CONCRETE FOOTING AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY, 1.3 FEET (0.4
 ED1124'M) NORTHWEST OF THE NORTHWEST LEG OF THE TOWER, 15.5 FEET (4.7 M)
 ED1124'SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE CURB ALONG HIGHWAY 253,
 ED1124'206.7 FEET (63.0 M) EAST NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE
 ED1124'CURB ALONG ROAD 104, 1.3 FEET (0.4 M) SOUTHEAST OF A WITNESS POST.
 ED1124
 ED1124                          STATION RECOVERY (2004)
 ED1124
 ED1124'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1124'RECOVERED IN GOOD CONDITION.
 ED1124
 ED1124                          STATION RECOVERY (2005)
 ED1124
 ED1124'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1125 ***********************************************************************
 ED1125  DESIGNATION -  23 070
 ED1125  PID         -  ED1125
 ED1125  STATE/COUNTY-  SC/GREENVILLE
 ED1125  USGS QUAD   -  GREENVILLE (1983)
 ED1125
 ED1125                         *CURRENT SURVEY CONTROL
 ED1125  ___________________________________________________________________
 ED1125* NAD 83(2001)-  34 52 14.70833(N)    082 25 47.49940(W)     ADJUSTED  
 ED1125* NAVD 88     -       300.691  (meters)     986.52   (feet)  ADJUSTED  
 ED1125  ___________________________________________________________________
 ED1125  X           -     690,166.129 (meters)                     COMP
 ED1125  Y           -  -5,193,198.883 (meters)                     COMP
 ED1125  Z           -   3,626,266.193 (meters)                     COMP
 ED1125  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ED1125  ELLIP HEIGHT-         269.52  (meters)          (03/13/03) GPS OBS
 ED1125  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 ED1125  DYNAMIC HT  -         300.384 (meters)     985.51  (feet)  COMP
 ED1125  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 ED1125
 ED1125  HORZ ORDER  -  FIRST
 ED1125  VERT ORDER  -  FIRST     CLASS II
 ED1125  ELLP ORDER  -  FOURTH    CLASS II
 ED1125
 ED1125.The horizontal coordinates were established by GPS observations
 ED1125.and adjusted by the National Geodetic Survey in March 2003..
 ED1125
 ED1125.The orthometric height was determined by differential leveling
 ED1125.and adjusted by the National Geodetic Survey in June 1991..
 ED1125
 ED1125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1125
 ED1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1125
 ED1125.The ellipsoidal height was determined by GPS observations
 ED1125.and is referenced to NAD 83.
 ED1125
 ED1125.The geoid height was determined by GEOID03.
 ED1125
 ED1125.The dynamic height is computed by dividing the NAVD 88
 ED1125.geopotential number by the normal gravity value computed on the
 ED1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1125.degrees latitude (g = 980.6199 gals.).
 ED1125
 ED1125.The modeled gravity was interpolated from observed gravity values.
 ED1125
 ED1125;                    North         East     Units Scale Factor Converg.
 ED1125;SPC SC       -   337,761.822   478,868.102   MT  1.00001352   -0 47 33.8
 ED1125;SPC SC       - 1,108,142.46  1,571,089.57   iFT  1.00001352   -0 47 33.8
 ED1125;UTM  17      - 3,859,642.567   369,313.254   MT  0.99981050   -0 49 03.4
 ED1125
 ED1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1125!SPC SC       -   0.99995770  x   1.00001352  =   0.99997121
 ED1125!UTM  17      -   0.99995770  x   0.99981050  =   0.99976820
 ED1125
 ED1125                          SUPERSEDED SURVEY CONTROL
 ED1125
 ED1125  NAD 83(1986)-  34 52 14.71564(N)    082 25 47.50083(W) AD(       ) 1
 ED1125  NAD 83(1995)-  34 52 14.70807(N)    082 25 47.49934(W) AD(       ) 1
 ED1125  ELLIP H (04/18/02)  269.55   (m)                       GP(       ) 4 1
 ED1125  NAVD 88 (04/18/02)  300.69   (m)          986.5    (f) LEVELING    3  
 ED1125  NGVD 29 (??/??/??)  300.777  (m)          986.80   (f) ADJUSTED    1 2
 ED1125
 ED1125.Superseded values are not recommended for survey control.
 ED1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1125.See file dsdata.txt to determine how the superseded data were derived.
 ED1125
 ED1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6931359643(NAD 83)
 ED1125_MARKER: DD = SURVEY DISK
 ED1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1125_SP_SET: CONCRETE POST
 ED1125_STAMPING: VERT 23 070 1982
 ED1125_MARK LOGO: SCGS  
 ED1125_PROJECTION: FLUSH
 ED1125_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1125+STABILITY: SURFACE MOTION
 ED1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1125+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1125
 ED1125  HISTORY     - Date     Condition        Report By
 ED1125  HISTORY     - 1982     MONUMENTED       SCGS
 ED1125  HISTORY     - 20000809 GOOD             SCGS
 ED1125  HISTORY     - 20041019 GOOD             USPSQD
 ED1125  HISTORY     - 20051107 GOOD             USPSQD
 ED1125
 ED1125                          STATION DESCRIPTION
 ED1125
 ED1125'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1125'IN RIVERSIDE.
 ED1125'AT THE JUNCTION OF STATE HIGHWAYS 253 AND 183, SET IN THE SOUTHEAST
 ED1125'ANGLE OF THE INTERSECTION BY A COMMEMORATIVE MONUMENT FOR THE IRVIN
 ED1125'H. PHILPOT HIGHWAY, 4.9 METERS (16.0 FEET) EAST SOUTHEAST OF THE
 ED1125'SOUTHEAST CURB OF HIGHWAY 253, 4.6 METERS (15.0 FEET) SOUTH SOUTHWEST
 ED1125'OF THE SOUTHWEST CURB OF HIGHWAY 183, 1.3 METERS (4.3 FEET) NORTH
 ED1125'NORTHEAST OF THE NORTHEAST SIDE OF THE FOUR FOOT HIGH STONE MONUMENT
 ED1125'AND 3.5 METERS (11.4 FEET) WEST OF A POWERLINE POLE.
 ED1125'THE MARK IS 2.90 METERS  S FROM A WITNESS POST.
 ED1125'THE MARK IS ABOVE LEVEL WITH HIGHWAY 183.
 ED1125
 ED1125                          STATION RECOVERY (2000)
 ED1125
 ED1125'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1125'STATION IS LOCATED A HIGHWAY MONUMENT IN THE SOUTHEAST ANGLE OF THE
 ED1125'JUNCTION OF STATE HIGHWAYS 253 (WEST BLUE RIDGE ROAD) AND 183 (CEDAR
 ED1125'LANE ROAD) , 2.4 MILES (3.9 KM) NORTHWEST OF GREENVILLE.
 ED1125'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1125'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 ED1125'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 41.2 FEET (12.6 M)
 ED1125'SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY 183, 22.0 FEET (6.7 M) WEST
 ED1125'SOUTHWEST OF THE CENTER OF A MANHOLE COVER, 40.5 FEET (12.3 M) EAST
 ED1125'SOUTHEAST OF A MANHOLE COVER IN HIGHWAY 253, 4.2 FEET (1.3 M)
 ED1125'NORTHEAST OF THE NORTHEAST EDGE OF A MONUMENT (IRVIN H.  PHILPOT
 ED1125'MEMORIAL HIGHWAY, 6.9 FEET (2.1 M) SOUTHWEST OF A WITNESS POST.
 ED1125'RECOVERED BY D.L.  BRECHLIN.
 ED1125
 ED1125                          STATION RECOVERY (2004)
 ED1125
 ED1125'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1125'RECOVERED IN GOOD CONDITION.
 ED1125
 ED1125                          STATION RECOVERY (2005)
 ED1125
 ED1125'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1126 ***********************************************************************
 ED1126  DESIGNATION -  23 071
 ED1126  PID         -  ED1126
 ED1126  STATE/COUNTY-  SC/GREENVILLE
 ED1126  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED1126
 ED1126                         *CURRENT SURVEY CONTROL
 ED1126  ___________________________________________________________________
 ED1126* NAD 83(1986)-  34 52 42.     (N)    082 25 41.     (W)     SCALED    
 ED1126* NAVD 88     -       286.069  (meters)     938.54   (feet)  ADJUSTED  
 ED1126  ___________________________________________________________________
 ED1126  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED1126  DYNAMIC HT  -         285.776 (meters)     937.58  (feet)  COMP
 ED1126  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 ED1126
 ED1126  VERT ORDER  -  FIRST     CLASS II
 ED1126
 ED1126.The horizontal coordinates were scaled from a topographic map and have
 ED1126.an estimated accuracy of +/- 6 seconds.
 ED1126
 ED1126.The orthometric height was determined by differential leveling
 ED1126.and adjusted by the National Geodetic Survey in June 1991..
 ED1126
 ED1126.The geoid height was determined by GEOID03.
 ED1126
 ED1126.The dynamic height is computed by dividing the NAVD 88
 ED1126.geopotential number by the normal gravity value computed on the
 ED1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1126.degrees latitude (g = 980.6199 gals.).
 ED1126
 ED1126.The modeled gravity was interpolated from observed gravity values.
 ED1126
 ED1126;                    North         East    Units  Estimated Accuracy
 ED1126;SPC SC       -   338,600.      479,050.      MT  (+/- 180 meters Scaled)
 ED1126
 ED1126                          SUPERSEDED SURVEY CONTROL
 ED1126
 ED1126  NGVD 29 (??/??/??)  286.155  (m)          938.83   (f) ADJUSTED    1 2
 ED1126
 ED1126.Superseded values are not recommended for survey control.
 ED1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1126.See file dsdata.txt to determine how the superseded data were derived.
 ED1126
 ED1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU694604(NAD 83)
 ED1126_MARKER: DD = SURVEY DISK
 ED1126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ED1126_SP_SET: HEADWALL
 ED1126_STAMPING: VERT 23 071 1982
 ED1126_MARK LOGO: SCGS  
 ED1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1126+STABILITY: SURFACE MOTION
 ED1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1126+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1126
 ED1126  HISTORY     - Date     Condition        Report By
 ED1126  HISTORY     - 1982     MONUMENTED       SCGS
 ED1126  HISTORY     - 20000809 GOOD             SCGS
 ED1126  HISTORY     - 20041019 GOOD             USPSQD
 ED1126  HISTORY     - 20051107 GOOD             USPSQD
 ED1126
 ED1126                          STATION DESCRIPTION
 ED1126
 ED1126'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1126'0.6 KM (0.4 MI) NORTH FROM RIVERSIDE.
 ED1126'0.9 KILOMETER (0.55 MILE) NORTH ALONG STATE HIGHWAY 253 FROM THE
 ED1126'JUNCTION OF STATE HIGHWAY 183, IN THE RIVERSIDE AREA, SET IN A LARGE
 ED1126'CONCRETE CULVERT HEADWALL, JUST NORTH OF A RAILROAD TRACK CROSSING
 ED1126'THE ROAD, 6.3 METERS (20.7 FEET) SOUTHEAST OF THE SOUTHEAST CURB
 ED1126'OF HIGHWAY 253, 3.4 METERS (11.2 FEET) WEST OF THE EAST END OF THE
 ED1126'CULVERT HEADWALL AND 22.4 METERS (73.6 FEET) NORTHEAST OF THE
 ED1126'NORTHEAST RAIL.
 ED1126'THE MARK IS 3.40 METERS  SE FROM A WITNESS POST.
 ED1126'THE MARK IS 0.7 M BELOW HIGHWAY 253.
 ED1126
 ED1126                          STATION RECOVERY (2000)
 ED1126
 ED1126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1126'STATION IS LOCATED 2.5 MILES (4.0 KM) NORTHWEST OF GREENVILLE.
 ED1126'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1126'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1126'JUNCTION OF STATE HIGHWAYS 253 (WEST BLUE RIDGE ROAD) AND 183 (CEDAR
 ED1126'LANE ROAD) , 2.4 MILES (3.9 KM) NORTHWEST OF GREENVILLE, GO NORTHEAST
 ED1126'ON HIGHWAY 253 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT SET
 ED1126'INTO THE CONCRETE HEADWALL OF A CULVERT RUNNING BENEATH THE HIGHWAY AT
 ED1126'A SET OF RAILROAD TRACKS, AND NEAR A TRANSMISSION TOWER. STATION IS A
 ED1126'DISK SET IN A DRILL HOLE IN THE CONCRETE HEADWALL OF THE CULVERT AND
 ED1126'2.5 FEET (0.8 M) BELOW THE HIGHWAY, 21.6 FEET (6.6 M) EAST NORTHEAST
 ED1126'OF THE SOUTHWEST END OF THE CULVERT, 26.0 FEET (7.9 M) WEST NORTHWEST
 ED1126'OF THE NORTHWEST LEG OF A TRANSMISSION TOWER, 19.5 FEET (5.9 M)
 ED1126'SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE CURB ALONG HIGHWAY 253,
 ED1126'69.3 FEET (21.1 M) EAST NORTHEAST OF THE NORTHEAST RAIL OF A SET OF
 ED1126'RAILROAD TRACKS, 27.7 FEET (8.4 M) EAST NORTHEAST OF A WITNESS POST.
 ED1126
 ED1126                          STATION RECOVERY (2004)
 ED1126
 ED1126'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1126'RECOVERED IN GOOD CONDITION.
 ED1126
 ED1126                          STATION RECOVERY (2005)
 ED1126
 ED1126'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1127 ***********************************************************************
 ED1127  DESIGNATION -  23 072
 ED1127  PID         -  ED1127
 ED1127  STATE/COUNTY-  SC/GREENVILLE
 ED1127  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED1127
 ED1127                         *CURRENT SURVEY CONTROL
 ED1127  ___________________________________________________________________
 ED1127* NAD 83(1986)-  34 53 03.     (N)    082 25 25.     (W)     SCALED    
 ED1127* NAVD 88     -       288.324  (meters)     945.94   (feet)  ADJUSTED  
 ED1127  ___________________________________________________________________
 ED1127  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 ED1127  DYNAMIC HT  -         288.029 (meters)     944.98  (feet)  COMP
 ED1127  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 ED1127
 ED1127  VERT ORDER  -  FIRST     CLASS II
 ED1127
 ED1127.The horizontal coordinates were scaled from a topographic map and have
 ED1127.an estimated accuracy of +/- 6 seconds.
 ED1127
 ED1127.The orthometric height was determined by differential leveling
 ED1127.and adjusted by the National Geodetic Survey in June 1991..
 ED1127
 ED1127.The geoid height was determined by GEOID03.
 ED1127
 ED1127.The dynamic height is computed by dividing the NAVD 88
 ED1127.geopotential number by the normal gravity value computed on the
 ED1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1127.degrees latitude (g = 980.6199 gals.).
 ED1127
 ED1127.The modeled gravity was interpolated from observed gravity values.
 ED1127
 ED1127;                    North         East    Units  Estimated Accuracy
 ED1127;SPC SC       -   339,240.      479,460.      MT  (+/- 180 meters Scaled)
 ED1127
 ED1127                          SUPERSEDED SURVEY CONTROL
 ED1127
 ED1127  NGVD 29 (??/??/??)  288.409  (m)          946.22   (f) ADJUSTED    1 2
 ED1127
 ED1127.Superseded values are not recommended for survey control.
 ED1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1127.See file dsdata.txt to determine how the superseded data were derived.
 ED1127
 ED1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU699611(NAD 83)
 ED1127_MARKER: DD = SURVEY DISK
 ED1127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ED1127_SP_SET: HEADWALL
 ED1127_STAMPING: VERT 23 072 1982
 ED1127_MARK LOGO: SCGS  
 ED1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1127+STABILITY: SURFACE MOTION
 ED1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1127+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1127
 ED1127  HISTORY     - Date     Condition        Report By
 ED1127  HISTORY     - 1982     MONUMENTED       SCGS
 ED1127  HISTORY     - 20000809 GOOD             SCGS
 ED1127  HISTORY     - 20041019 GOOD             USPSQD
 ED1127  HISTORY     - 20051107 GOOD             USPSQD
 ED1127
 ED1127                          STATION DESCRIPTION
 ED1127
 ED1127'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1127'IN SANS SOUCI.
 ED1127'AT THE JUNCTION OF STATE HIGHWAY 253 AND OLD BUNCOMBE ROAD, SET IN
 ED1127'THE WEST END OF THE NORTH HEADWALL OF A CULVERT UNDER OLD BUNCOMBE
 ED1127'ROAD, 15.2 METERS (50.0 FEET) EAST OF THE EAST CURB OF HIGHWAY 253,
 ED1127'8.5 METERS (28.0 FEET) NORTH OF THE APPROXIMATE CENTER OF OLD BUNCOMBE
 ED1127'ROAD AND 0.3 METER (1.1 FEET) EAST OF THE WEST END OF THE HEADWALL.
 ED1127'THE MARK IS 2.60 METERS  E FROM A WITNESS POST.
 ED1127'THE MARK IS ABOVE LEVEL WITH OLD BUNCOMBE ROAD.
 ED1127
 ED1127                          STATION RECOVERY (2000)
 ED1127
 ED1127'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1127'STATION IS LOCATED 2.7 MILES (4.3 KM) NORTHWEST OF GREENVILLE.
 ED1127'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1127'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1127'JUNCTION OF STATE HIGHWAYS 253 (WEST BLUE RIDGE ROAD) AND 183 (CEDAR
 ED1127'LANE ROAD) , 2.4 MILES (3.9 KM) NORTHWEST OF GREENVILLE, GO NORTHEAST
 ED1127'ON HIGHWAY 253 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE LEFT SET
 ED1127'INTO THE CONCRETE HEADWALL OF A CULVERT RUNNING BENEATH STATE ROAD 13
 ED1127'(OLD BUNCOMBE ROAD) AND IN THE NORTHWEST ANGLE OF THE JUNCTION.
 ED1127'STATION IS A DISK SET IN A DRILL HOLE IN THE CONCRETE HEADWALL OF THE
 ED1127'CULVERT AND LEVEL WITH THE HIGHWAY, 1.1 FEET (0.3 M) EAST SOUTHEAST OF
 ED1127'THE WEST END OF THE NORTH HEADWALL OF THE CULVERT, 29.5 FEET (9.0 M)
 ED1127'NORTH NORTHEAST OF THE CENTER OF THE ROAD, 80.0 FEET (24.4 M) WEST
 ED1127'NORTHWEST OF THE CENTER OF THE HIGHWAY, 27.4 FEET (8.4 M) WEST
 ED1127'NORTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 10.4
 ED1127'FEET (3.2 M) EAST NORTHEAST OF A WITNESS POST.
 ED1127
 ED1127                          STATION RECOVERY (2004)
 ED1127
 ED1127'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1127'RECOVERED IN GOOD CONDITION.
 ED1127
 ED1127                          STATION RECOVERY (2005)
 ED1127
 ED1127'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1130 ***********************************************************************
 ED1130  DESIGNATION -  23 073
 ED1130  PID         -  ED1130
 ED1130  STATE/COUNTY-  SC/GREENVILLE
 ED1130  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED1130
 ED1130                         *CURRENT SURVEY CONTROL
 ED1130  ___________________________________________________________________
 ED1130* NAD 83(1986)-  34 53 22.     (N)    082 25 00.     (W)     SCALED    
 ED1130* NAVD 88     -       310.244  (meters)    1017.86   (feet)  ADJUSTED  
 ED1130  ___________________________________________________________________
 ED1130  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 ED1130  DYNAMIC HT  -         309.926 (meters)    1016.82  (feet)  COMP
 ED1130  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 ED1130
 ED1130  VERT ORDER  -  FIRST     CLASS II
 ED1130
 ED1130.The horizontal coordinates were scaled from a topographic map and have
 ED1130.an estimated accuracy of +/- 6 seconds.
 ED1130
 ED1130.The orthometric height was determined by differential leveling
 ED1130.and adjusted by the National Geodetic Survey in June 1991..
 ED1130
 ED1130.The geoid height was determined by GEOID03.
 ED1130
 ED1130.The dynamic height is computed by dividing the NAVD 88
 ED1130.geopotential number by the normal gravity value computed on the
 ED1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1130.degrees latitude (g = 980.6199 gals.).
 ED1130
 ED1130.The modeled gravity was interpolated from observed gravity values.
 ED1130
 ED1130;                    North         East    Units  Estimated Accuracy
 ED1130;SPC SC       -   339,820.      480,100.      MT  (+/- 180 meters Scaled)
 ED1130
 ED1130                          SUPERSEDED SURVEY CONTROL
 ED1130
 ED1130  NGVD 29 (12/12/91)  310.330  (m)         1018.14   (f) ADJUSTED    1 2
 ED1130
 ED1130.Superseded values are not recommended for survey control.
 ED1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1130.See file dsdata.txt to determine how the superseded data were derived.
 ED1130
 ED1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU705616(NAD 83)
 ED1130_MARKER: DD = SURVEY DISK
 ED1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1130_SP_SET: CONCRETE POST
 ED1130_STAMPING: VERT 23 073 1982
 ED1130_MARK LOGO: SCGS  
 ED1130_PROJECTION: FLUSH
 ED1130_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1130+STABILITY: SURFACE MOTION
 ED1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1130+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1130
 ED1130  HISTORY     - Date     Condition        Report By
 ED1130  HISTORY     - 1982     MONUMENTED       SCGS
 ED1130  HISTORY     - 19910618 GOOD             SCGS
 ED1130  HISTORY     - 20000809 GOOD             SCGS
 ED1130  HISTORY     - 20041019 GOOD             USPSQD
 ED1130  HISTORY     - 20051107 GOOD             USPSQD
 ED1130
 ED1130                          STATION DESCRIPTION
 ED1130
 ED1130'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1130'IN SANS SOUCI.
 ED1130'THE MARK IS ABOVE LEVEL WITH HIGHWAY 253.
 ED1130'0.8 KILOMETER (0.55 MILE) SOUTHWEST ALONG STATE HIGHWAY 253 FROM THE
 ED1130'JUNCTION OF U.S. HIGHWAY 25, 276 AND STATE HIGHWAYS 253 AND 291, SET
 ED1130'IN THE SOUTH ANGLE OF THE JUNCTION OF STATE HIGHWAY 253 AND FRANKLIN
 ED1130'ROAD BY TWO GUY WIRES IN THE YARD OF A RED BRICK HOME, 14.5 METERS
 ED1130'(47.5 FEET) SOUTHEAST OF THE CURB OF HIGHWAY 253, 15.5 METERS
 ED1130'(51.0 FEET) WEST SOUTHWEST OF THE APPROXIMATE CENTER OF FRANKLIN
 ED1130'ROAD AND 0.7 METER (2.4  FEET) EAST OF THE TWO GUY WIRES SUPPORTING
 ED1130'A POWERPOLE.
 ED1130
 ED1130                          STATION RECOVERY (1991)
 ED1130
 ED1130'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1130'STATION IS LOCATED 2.9 MILES NORTH NORTHWEST OF GREENVILLE.
 ED1130'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1130'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED1130'THE JUNCTION OF U.S. HIGHWAYS 276, 25 AND STATE HIGHWAYS 291, 253
 ED1130'(2.8 MILES NORTH NORTHWEST OF GREENVILLE), GO WEST ON HIGHWAY 253 FOR
 ED1130'0.6 MILE TO THE JUNCTION OF STATE ROADS 87 (NORTH FRANKLIN ROAD) AND
 ED1130'681 (TINDAL ROAD) AND THE STATION IN THE SOUTH ANGLE OF THE JUNCTION
 ED1130'OF ROAD 87.  STATION IS A CONCRETE POST RECESSED 2-INCHES AND LEVEL
 ED1130'WITH THE HIGHWAY, 43.0 FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 ED1130'47.5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE SOUTHEAST CURBING OF
 ED1130'THE HIGHWAY, 23.2 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER AND
 ED1130'4 GUY WIRES, 39.4 FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE
 ED1130'FOUNDATION FOR A SIGNAL LIGHT CONTROL BOX, 113.6 FEET NORTH NORTHEAST
 ED1130'OF THE WEST CORNER OF A RED BRICK HOUSE, 43.3 FEET NORTHWEST OF A
 ED1130'15-INCH CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO THE RED BRICK
 ED1130'HOUSE, 24.1 FEET SOUTHWEST OF A WITNESS POST.  RECOVERED BY T. HALL.
 ED1130
 ED1130                          STATION RECOVERY (2000)
 ED1130
 ED1130'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1130'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTH NORTHWEST OF GREENVILLE.
 ED1130'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1130'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1130'JUNCTION OF STATE HIGHWAYS 253 (EAST BLUE RIDGE ROAD) , 291 AND U.S.
 ED1130'HIGHWAY 276 (POINSETT HIGHWAY) , 2.7 MILES (4.3 KM) NORTH OF
 ED1130'GREENVILLE, GO WEST ON HIGHWAY 253 FOR 0.6 MILE (1.0 KM) TO THE
 ED1130'STATION ON THE LEFT IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE
 ED1130'ROAD 87 (NORTH FRANKLIN ROAD) LEFT AND STATE ROAD 681 (TINDAL ROAD)
 ED1130'RIGHT.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0
 ED1130'FOOT (0.3 M) BELOW THE ROAD, 47.3 FEET (14.4 M) SOUTHEAST OF THE
 ED1130'SOUTHEAST EDGE OF A CONCRETE CURB ALONG THE HIGHWAY, 39.8 FEET (12.1
 ED1130'M) SOUTH OF THE SOUTH CORNER OF A CONCRETE FOUNDATION OF A SIGNAL
 ED1130'LIGHT CONTROL BOX, 23.4 FEET (7.1 M) SOUTHWEST OF A POWER POLE WITH
 ED1130'ONE TRANSFORMER AND FOUR GUY WIRES, 43.5 FEET (13.3 M) NORTHWEST OF
 ED1130'THE NORTH END OF A 1.25-FOOT CONCRETE PIPE CULVERT BENEATH THE PAVED
 ED1130'DRIVEWAY LEADING TO BRICK HOUSE NUMBER 607, 24.0 FEET (7.3 M)
 ED1130'SOUTHWEST OF A WITNESS POST.
 ED1130
 ED1130                          STATION RECOVERY (2004)
 ED1130
 ED1130'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1130'RECOVERED IN GOOD CONDITION.
 ED1130
 ED1130                          STATION RECOVERY (2005)
 ED1130
 ED1130'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1133 ***********************************************************************
 ED1133  DESIGNATION -  23 074
 ED1133  PID         -  ED1133
 ED1133  STATE/COUNTY-  SC/GREENVILLE
 ED1133  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED1133
 ED1133                         *CURRENT SURVEY CONTROL
 ED1133  ___________________________________________________________________
 ED1133* NAD 83(1986)-  34 53 12.     (N)    082 23 29.     (W)     SCALED    
 ED1133* NAVD 88     -       321.176  (meters)    1053.72   (feet)  ADJUSTED  
 ED1133  ___________________________________________________________________
 ED1133  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 ED1133  DYNAMIC HT  -         320.848 (meters)    1052.65  (feet)  COMP
 ED1133  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 ED1133
 ED1133  VERT ORDER  -  FIRST     CLASS II
 ED1133
 ED1133.The horizontal coordinates were scaled from a topographic map and have
 ED1133.an estimated accuracy of +/- 6 seconds.
 ED1133
 ED1133.The orthometric height was determined by differential leveling
 ED1133.and adjusted by the National Geodetic Survey in June 1991..
 ED1133
 ED1133.The geoid height was determined by GEOID03.
 ED1133
 ED1133.The dynamic height is computed by dividing the NAVD 88
 ED1133.geopotential number by the normal gravity value computed on the
 ED1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1133.degrees latitude (g = 980.6199 gals.).
 ED1133
 ED1133.The modeled gravity was interpolated from observed gravity values.
 ED1133
 ED1133;                    North         East    Units  Estimated Accuracy
 ED1133;SPC SC       -   339,480.      482,410.      MT  (+/- 180 meters Scaled)
 ED1133
 ED1133                          SUPERSEDED SURVEY CONTROL
 ED1133
 ED1133  NGVD 29 (12/12/91)  321.263  (m)         1054.01   (f) ADJUSTED    1 2
 ED1133
 ED1133.Superseded values are not recommended for survey control.
 ED1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1133.See file dsdata.txt to determine how the superseded data were derived.
 ED1133
 ED1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU728613(NAD 83)
 ED1133_MARKER: DD = SURVEY DISK
 ED1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1133_SP_SET: CONCRETE POST
 ED1133_STAMPING: VERT 23 074 1982
 ED1133_MARK LOGO: SCGS  
 ED1133_PROJECTION: FLUSH
 ED1133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1133+STABILITY: SURFACE MOTION
 ED1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1133+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 ED1133
 ED1133  HISTORY     - Date     Condition        Report By
 ED1133  HISTORY     - 1982     MONUMENTED       SCGS
 ED1133  HISTORY     - 19910618 GOOD             SCGS
 ED1133  HISTORY     - 20000718 GOOD             SCGS
 ED1133
 ED1133                          STATION DESCRIPTION
 ED1133
 ED1133'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1133'IN LEAWOOD.
 ED1133'THE MARK IS 0.50 M ABOVE HIGHWAY 291.
 ED1133'3.3 KILOMETERS (2.05 MILE) NORTHWEST ALONG STATE HIGHWAY 291 FROM THE
 ED1133'JUNCTION OF U.S. HIGHWAY 29 (WADE HAMPTON BOULEVARD), SET IN THE
 ED1133'NORTHWEST ANGLE OF THE INTERSECTION WITH COUNTY ROAD S-23-310, 7.4
 ED1133'METERS (24.4 FEET) WEST OF THE APPROXIMATE CENTER OF COUNTY ROAD 310,
 ED1133'3.1 METERS (10.2 FEET) NORTH OF THE NORTH CURB OF HIGHWAY 291,
 ED1133'1.3 METERS (4.3 FEET) NORTHWEST OF A POWERLINE POLE SUPPORTING
 ED1133'TRAFFIC LIGHTS.
 ED1133'THE MARK IS 1.20 METERS  WSW FROM A WITNESS POST.
 ED1133
 ED1133                          STATION RECOVERY (1991)
 ED1133
 ED1133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1133'STATION IS LOCATED 3.5 MILES NORTH OF GREENVILLE.  OWNERSHIP--SCDHPT,
 ED1133'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1133'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 ED1133'HIGHWAYS 276, 25 AND STATE HIGHWAYS 291, 253 (2.8 MILES NORTH
 ED1133'NORTHWEST OF GREENVILLE), GO EAST ON HIGHWAYS 291 AND 253 FOR 0.15
 ED1133'MILE TO THE JUNCTION OF HIGHWAY 253, CONTINUE ON HIGHWAY 291 FOR 0.75
 ED1133'MILE TO THE STATION ON THE LEFT NEAR A GUY WIRE POLE IN THE NORTHWEST
 ED1133'ANGLE OF THE JUNCTION OF STATE ROAD 310 (WORLEY ROAD).  STATION IS A
 ED1133'CONCRETE POST PROJECTING 5-INCHES AND 1.5 FEET ABOVE THE HIGHWAY, 4.4
 ED1133'FEET NORTH NORTHWEST OF THE GUY WIRE POLE SURROUNDED BY A CONCRETE
 ED1133'SIDEWALK, 21.8 FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD, 49.0
 ED1133'FEET NORTH NORTHEAST OF THE NORTH END OF A CONCRETE MEDIAN IN THE
 ED1133'CENTER OF THE HIGHWAY, 69.6 FEET EAST OF THE VEE POINT OF A BRICK
 ED1133'SIGN (ACE ANIMAL HOSPITAL), 49.0 FEET SOUTH SOUTHEAST OF A POWER POLE
 ED1133'WITH A SCGS REFERENCE WASHER ATTACHED SURROUNDED BY PAVEMENT, 0.8
 ED1133'FOOT EAST NORTHEAST OF A STREET SIGN POST (S-23-10) WITH A WITNESS
 ED1133'SIGN ATTACHED.  RECOVERED BY T. HALL.
 ED1133
 ED1133                          STATION RECOVERY (2000)
 ED1133
 ED1133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1133'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTH OF GREENVILLE.
 ED1133'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1133'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1133'JUNCTION OF STATE HIGHWAYS 291 (IRVIN H.  PHILPOT HIGHWAY) AND 253,
 ED1133'2.6 MILES (4.2 KM) NORTH OF GREENVILLE, GO EAST ON HIGHWAY 291 FOR
 ED1133'0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT IN THE NORTHWEST ANGLE
 ED1133'OF THE JUNCTION OF STATE ROAD 310 (WORLEY ROAD) .  STATION IS A
 ED1133'CONCRETE POST PROJECTING 0.5 FOOT (15.2 CM) AND 1.0 FOOT (0.3 M) ABOVE
 ED1133'THE HIGHWAY, 18.4 FEET (5.6 M) EAST NORTHEAST OF THE CENTER OF A
 ED1133'MANHOLE COVER, 0.8 FOOT (24.4 CM) EAST SOUTHEAST OF THE SOUTHEAST EDGE
 ED1133'OF A CONCRETE SIDEWALK, 6.0 FEET (1.8 M) SOUTH SOUTHEAST THE SOUTHEAST
 ED1133'CORNER OF A CONCRETE FOUNDATION OF A LARGE TRANSMISSION BOX, 43.5 FEET
 ED1133'(13.3 M) WEST SOUTHWEST OF THE CENTER OF STATE ROAD 310, 0.9 FOOT
 ED1133'(27.4 CM) EAST NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1134 ***********************************************************************
 ED1134  DESIGNATION -  23 075
 ED1134  PID         -  ED1134
 ED1134  STATE/COUNTY-  SC/GREENVILLE
 ED1134  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED1134
 ED1134                         *CURRENT SURVEY CONTROL
 ED1134  ___________________________________________________________________
 ED1134* NAD 83(1986)-  34 53 25.     (N)    082 22 38.     (W)     SCALED    
 ED1134* NAVD 88     -       335.191  (meters)    1099.71   (feet)  ADJUSTED  
 ED1134  ___________________________________________________________________
 ED1134  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 ED1134  DYNAMIC HT  -         334.849 (meters)    1098.58  (feet)  COMP
 ED1134  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 ED1134
 ED1134  VERT ORDER  -  FIRST     CLASS II
 ED1134
 ED1134.The horizontal coordinates were scaled from a topographic map and have
 ED1134.an estimated accuracy of +/- 6 seconds.
 ED1134
 ED1134.The orthometric height was determined by differential leveling
 ED1134.and adjusted by the National Geodetic Survey in June 1991..
 ED1134
 ED1134.The geoid height was determined by GEOID03.
 ED1134
 ED1134.The dynamic height is computed by dividing the NAVD 88
 ED1134.geopotential number by the normal gravity value computed on the
 ED1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1134.degrees latitude (g = 980.6199 gals.).
 ED1134
 ED1134.The modeled gravity was interpolated from observed gravity values.
 ED1134
 ED1134;                    North         East    Units  Estimated Accuracy
 ED1134;SPC SC       -   339,860.      483,710.      MT  (+/- 180 meters Scaled)
 ED1134
 ED1134                          SUPERSEDED SURVEY CONTROL
 ED1134
 ED1134  NGVD 29 (??/??/??)  335.278  (m)         1099.99   (f) ADJUSTED    1 2
 ED1134
 ED1134.Superseded values are not recommended for survey control.
 ED1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1134.See file dsdata.txt to determine how the superseded data were derived.
 ED1134
 ED1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU741617(NAD 83)
 ED1134_MARKER: DB = BENCH MARK DISK
 ED1134_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ED1134_SP_SET: HEADWALL
 ED1134_STAMPING: VERT 23 075 1982
 ED1134_MARK LOGO: SCGS  
 ED1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1134
 ED1134  HISTORY     - Date     Condition        Report By
 ED1134  HISTORY     - 1982     MONUMENTED       SCGS
 ED1134
 ED1134                          STATION DESCRIPTION
 ED1134
 ED1134'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1134'0.6 KM (0.4 MI) WEST FROM FORESTVIEW.
 ED1134'2.0 KILOMETERS (1.25 MILES) NORTHWEST ALONG STATE HIGHWAY 291 FROM
 ED1134'THE JUNCTION OF U.S. HIGHWAY 29 (WADE HAMPTON BOULEVARD), SET IN THE
 ED1134'HEADWALL AT THE SOUTHWEST CORNER OF A BRIDGE OVER A SINGLE SET OF
 ED1134'RAILROAD TRACKS.
 ED1134'THE MARK IS 0.30 M ABOVE HIGHWAY 291.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1135 ***********************************************************************
 ED1135  DESIGNATION -  23 076
 ED1135  PID         -  ED1135
 ED1135  STATE/COUNTY-  SC/GREENVILLE
 ED1135  USGS QUAD   -  TAYLORS (1983)
 ED1135
 ED1135                         *CURRENT SURVEY CONTROL
 ED1135  ___________________________________________________________________
 ED1135* NAD 83(1986)-  34 53 10.     (N)    082 22 11.     (W)     SCALED    
 ED1135* NAVD 88     -       325.556  (meters)    1068.10   (feet)  ADJUSTED  
 ED1135  ___________________________________________________________________
 ED1135  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 ED1135  DYNAMIC HT  -         325.224 (meters)    1067.01  (feet)  COMP
 ED1135  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 ED1135
 ED1135  VERT ORDER  -  FIRST     CLASS II
 ED1135
 ED1135.The horizontal coordinates were scaled from a topographic map and have
 ED1135.an estimated accuracy of +/- 6 seconds.
 ED1135
 ED1135.The orthometric height was determined by differential leveling
 ED1135.and adjusted by the National Geodetic Survey in June 1991..
 ED1135
 ED1135.The geoid height was determined by GEOID03.
 ED1135
 ED1135.The dynamic height is computed by dividing the NAVD 88
 ED1135.geopotential number by the normal gravity value computed on the
 ED1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1135.degrees latitude (g = 980.6199 gals.).
 ED1135
 ED1135.The modeled gravity was interpolated from observed gravity values.
 ED1135
 ED1135;                    North         East    Units  Estimated Accuracy
 ED1135;SPC SC       -   339,390.      484,390.      MT  (+/- 180 meters Scaled)
 ED1135
 ED1135                          SUPERSEDED SURVEY CONTROL
 ED1135
 ED1135  NGVD 29 (??/??/??)  325.644  (m)         1068.38   (f) ADJUSTED    1 2
 ED1135
 ED1135.Superseded values are not recommended for survey control.
 ED1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1135.See file dsdata.txt to determine how the superseded data were derived.
 ED1135
 ED1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU748612(NAD 83)
 ED1135_MARKER: DD = SURVEY DISK
 ED1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1135_SP_SET: CONCRETE POST
 ED1135_STAMPING: VERT 23 076 1982
 ED1135_MARK LOGO: SCGS  
 ED1135_PROJECTION: FLUSH
 ED1135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1135+STABILITY: SURFACE MOTION
 ED1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1135+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1135
 ED1135  HISTORY     - Date     Condition        Report By
 ED1135  HISTORY     - 1982     MONUMENTED       SCGS
 ED1135  HISTORY     - 20000718 GOOD             SCGS
 ED1135  HISTORY     - 20041019 GOOD             USPSQD
 ED1135  HISTORY     - 20051107 GOOD             USPSQD
 ED1135
 ED1135                          STATION DESCRIPTION
 ED1135
 ED1135'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1135'IN FORESTVIEW.
 ED1135'1.2 KILOMETERS (0.75 MILE) NORTHWEST ALONG STATE HIGHWAY 291 FROM THE
 ED1135'JUNCTION OF U.S. HIGHWAY 29 (WADE HAMPTON BOULEVARD), SET IN THE FRONT
 ED1135'YARD OF A MONASTERY FOR NUNS, 2.8 METERS (9.3 FEET) NORTHEAST OF THE
 ED1135'CURB OF HIGHWAY 291, 16.8 METERS (55.0 FEET) NORTHWEST OF THE
 ED1135'APPROXIMATE CENTER OF WHITE OAK ROAD AND 21.9 METERS (72.0 FEET)
 ED1135'SOUTHEAST OF THE CENTER OF THE DRIVE TO THE MONASTERY.
 ED1135'THE MARK IS 3.30 METERS  N FROM A WITNESS POST.
 ED1135'THE MARK IS ABOVE LEVEL WITH HIGHWAY 291.
 ED1135
 ED1135                          STATION RECOVERY (2000)
 ED1135
 ED1135'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1135'STATION IS LOCATED 2.7 MILES (4.3 KM) NORTHEAST OF GREENVILLE.
 ED1135'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1135'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1135'JUNCTION OF U.S.  HIGHWAY 29 (WADE HAMPTON BOULEVARD) AND STATE
 ED1135'HIGHWAY 291 (PLEASANTBURG ROAD) , 2.5 MILES (4.0 KM) NORTHEAST OF
 ED1135'GREENVILLE, GO NORTHWEST ON HIGHWAY 291 FOR 0.7 MILE (1.1 KM) TO THE
 ED1135'STATION ON THE RIGHT IN THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD
 ED1135'484.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.0
 ED1135'FOOT (0.3 M) BELOW THE HIGHWAY, 4.8 FEET (1.5 M) EAST NORTHEAST OF THE
 ED1135'NORTHEAST EDGE OF A CONCRETE SIDEWALK ALONG THE HIGHWAY, 19.9 FEET
 ED1135'(6.1 M) NORTH NORTHWEST OF POWER POLE NUMBER 65/T WITH A SCGS
 ED1135'REFERENCE WASHER ATTACHED, 69.0 FEET (21.0 M) SOUTH SOUTHEAST OF THE
 ED1135'CENTER OF A PAVED DRIVEWAY LEADING TO THE MONASTERY OF ST.CLARE, 55.4
 ED1135'FEET (16.9 M) NORTH NORTHWEST OF THE CENTER OF ROAD 484, 10.6 FEET
 ED1135'(3.2 M) NORTH NORTHWEST OF A WITNESS POST.
 ED1135
 ED1135                          STATION RECOVERY (2004)
 ED1135
 ED1135'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1135'RECOVERED IN GOOD CONDITION.
 ED1135
 ED1135                          STATION RECOVERY (2005)
 ED1135
 ED1135'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1075 ***********************************************************************
 ED1075  DESIGNATION -  23 077
 ED1075  PID         -  ED1075
 ED1075  STATE/COUNTY-  SC/GREENVILLE
 ED1075  USGS QUAD   -  MAULDIN (1983)
 ED1075
 ED1075                         *CURRENT SURVEY CONTROL
 ED1075  ___________________________________________________________________
 ED1075* NAD 83(1986)-  34 52 06.     (N)    082 21 31.     (W)     SCALED    
 ED1075* NAVD 88     -       309.468  (meters)    1015.31   (feet)  ADJUSTED  
 ED1075  ___________________________________________________________________
 ED1075  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 ED1075  DYNAMIC HT  -         309.152 (meters)    1014.28  (feet)  COMP
 ED1075  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 ED1075
 ED1075  VERT ORDER  -  FIRST     CLASS II
 ED1075
 ED1075.The horizontal coordinates were scaled from a topographic map and have
 ED1075.an estimated accuracy of +/- 6 seconds.
 ED1075
 ED1075.The orthometric height was determined by differential leveling
 ED1075.and adjusted by the National Geodetic Survey in June 1991..
 ED1075
 ED1075.The geoid height was determined by GEOID03.
 ED1075
 ED1075.The dynamic height is computed by dividing the NAVD 88
 ED1075.geopotential number by the normal gravity value computed on the
 ED1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1075.degrees latitude (g = 980.6199 gals.).
 ED1075
 ED1075.The modeled gravity was interpolated from observed gravity values.
 ED1075
 ED1075;                    North         East    Units  Estimated Accuracy
 ED1075;SPC SC       -   337,410.      485,380.      MT  (+/- 180 meters Scaled)
 ED1075
 ED1075                          SUPERSEDED SURVEY CONTROL
 ED1075
 ED1075  NGVD 29 (??/??/??)  309.558  (m)         1015.61   (f) ADJUSTED    1 2
 ED1075
 ED1075.Superseded values are not recommended for survey control.
 ED1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1075.See file dsdata.txt to determine how the superseded data were derived.
 ED1075
 ED1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU758592(NAD 83)
 ED1075_MARKER: DD = SURVEY DISK
 ED1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1075_SP_SET: CONCRETE POST
 ED1075_STAMPING: VERT 23 077 1982
 ED1075_MARK LOGO: SCGS  
 ED1075_PROJECTION: FLUSH
 ED1075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1075+STABILITY: SURFACE MOTION
 ED1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1075+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1075
 ED1075  HISTORY     - Date     Condition        Report By
 ED1075  HISTORY     - 1982     MONUMENTED       SCGS
 ED1075  HISTORY     - 20000727 GOOD             SCGS
 ED1075  HISTORY     - 20041014 GOOD             USPSQD
 ED1075  HISTORY     - 20051107 GOOD             USPSQD
 ED1075
 ED1075                          STATION DESCRIPTION
 ED1075
 ED1075'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1075'IN GREENVILLE.
 ED1075'AT THE JUNCTION OF STATE HIGHWAY 291 (PLEASANTBURG DRIVE) AND EAST
 ED1075'OF NORTH STREET ON THE EAST SIDE OF GREENVILLE, SET IN THE EAST END
 ED1075'OF A ROCK WALL ON THE NORTH SIDE OF EAST NORTH STREET, 65.2 METERS
 ED1075'(214.0 FEET) WEST OF THE WEST CURB OF HIGHWAY 291, 2.1 METERS
 ED1075'(6.7 FEET) NORTH OF THE NORTH CURB OF NORTH STREET, 1.1 METERS
 ED1075'(3.5 FEET) WEST OF THE EAST END OF THE ROCK WALL AND 1.5 METERS
 ED1075'(4.8 FEET) WEST OF A POWERLINE POLE.
 ED1075'THE MARK IS 1.10 METERS  W FROM A WITNESS POST.
 ED1075'THE MARK IS ABOVE LEVEL WITH EAST NORTH STREET.
 ED1075
 ED1075                          STATION RECOVERY (2000)
 ED1075
 ED1075'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1075'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTHEAST OF GREENVILLE, 7.0
 ED1075'MILES (11.3 KM) SOUTHWEST OF GREER.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1075'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1075'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED1075'INTERSTATE 385 (EXIT 40) AND STATE HIGHWAY 291 (NORTH PLEASANTBURG
 ED1075'ROAD) , 2.1 MILES (3.4 KM) EAST OF GREENVILLE, GO NORTH ON HIGHWAY 291
 ED1075'FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 94 (EAST NORTH
 ED1075'STREET) , TURN LEFT ON ROAD 94 FOR 0.05 MILE (0.08 KM) TO THE STATION
 ED1075'ON THE RIGHT NEAR A STONE WALL.  STATION IS A CONCRETE POST RECESSED
 ED1075'0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 2.9 FEET (0.9
 ED1075'M) WEST NORTHWEST OF THE NORTHWEST EDGE OF A 4.0-FOOT CONCRETE
 ED1075'SIDEWALK, 8.3 FEET (2.5 M) NORTHEAST OF THE CENTER OF A STORM DRAIN
 ED1075'MANHOLE COVER, 4.6 FEET (1.4 M) WEST SOUTHWEST OF A POWER LINE STUB
 ED1075'POLE WITH TWO GUY WIRES ATTACHED, 1.0 FOOT (0.3 M) SOUTH SOUTHEAST OF
 ED1075'THE SOUTHEAST FACE OF A 4.0-FOOT STONE WALL, 3.3 FEET (1.0 M)
 ED1075'SOUTHWEST OF A WITNESS POST.
 ED1075
 ED1075                          STATION RECOVERY (2004)
 ED1075
 ED1075'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1075'RECOVERED IN GOOD CONDITION.
 ED1075
 ED1075                          STATION RECOVERY (2005)
 ED1075
 ED1075'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1077 ***********************************************************************
 ED1077  DESIGNATION -  23 078
 ED1077  PID         -  ED1077
 ED1077  STATE/COUNTY-  SC/GREENVILLE
 ED1077  USGS QUAD   -  MAULDIN (1983)
 ED1077
 ED1077                         *CURRENT SURVEY CONTROL
 ED1077  ___________________________________________________________________
 ED1077* NAD 83(2001)-  34 51 27.60113(N)    082 21 22.91975(W)     ADJUSTED  
 ED1077* NAVD 88     -       316.800  (meters)    1039.37   (feet)  ADJUSTED  
 ED1077  ___________________________________________________________________
 ED1077  X           -     696,939.110 (meters)                     COMP
 ED1077  Y           -  -5,193,144.912 (meters)                     COMP
 ED1077  Z           -   3,625,084.253 (meters)                     COMP
 ED1077  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 ED1077  ELLIP HEIGHT-         285.64  (meters)          (03/13/03) GPS OBS
 ED1077  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED1077  DYNAMIC HT  -         316.478 (meters)    1038.31  (feet)  COMP
 ED1077  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 ED1077
 ED1077  HORZ ORDER  -  FIRST
 ED1077  VERT ORDER  -  FIRST     CLASS II
 ED1077  ELLP ORDER  -  FOURTH    CLASS II
 ED1077
 ED1077.The horizontal coordinates were established by GPS observations
 ED1077.and adjusted by the National Geodetic Survey in March 2003..
 ED1077
 ED1077.The orthometric height was determined by differential leveling
 ED1077.and adjusted by the National Geodetic Survey in June 1991..
 ED1077
 ED1077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1077
 ED1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1077
 ED1077.The ellipsoidal height was determined by GPS observations
 ED1077.and is referenced to NAD 83.
 ED1077
 ED1077.The geoid height was determined by GEOID03.
 ED1077
 ED1077.The dynamic height is computed by dividing the NAVD 88
 ED1077.geopotential number by the normal gravity value computed on the
 ED1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1077.degrees latitude (g = 980.6199 gals.).
 ED1077
 ED1077.The modeled gravity was interpolated from observed gravity values.
 ED1077
 ED1077;                    North         East     Units Scale Factor Converg.
 ED1077;SPC SC       -   336,219.690   485,568.227   MT  1.00000874   -0 45 07.1
 ED1077;SPC SC       - 1,103,082.97  1,593,071.61   iFT  1.00000874   -0 45 07.1
 ED1077;UTM  17      - 3,858,097.941   376,011.315   MT  0.99978947   -0 46 31.1
 ED1077
 ED1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1077!SPC SC       -   0.99995517  x   1.00000874  =   0.99996390
 ED1077!UTM  17      -   0.99995517  x   0.99978947  =   0.99974464
 ED1077
 ED1077                          SUPERSEDED SURVEY CONTROL
 ED1077
 ED1077  NAD 83(1986)-  34 51 27.60896(N)    082 21 22.92130(W) AD(       ) 1
 ED1077  NAD 83(1995)-  34 51 27.60122(N)    082 21 22.91959(W) AD(       ) 1
 ED1077  ELLIP H (04/18/02)  285.64   (m)                       GP(       ) 4 1
 ED1077  NAVD 88 (04/18/02)  316.80   (m)         1039.4    (f) LEVELING    3  
 ED1077  NGVD 29 (??/??/??)  316.893  (m)         1039.67   (f) ADJUSTED    1 2
 ED1077
 ED1077.Superseded values are not recommended for survey control.
 ED1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1077.See file dsdata.txt to determine how the superseded data were derived.
 ED1077
 ED1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7601158098(NAD 83)
 ED1077_MARKER: DD = SURVEY DISK
 ED1077_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ED1077_SP_SET: HEADWALL
 ED1077_STAMPING: VERT 23 078 1982
 ED1077_MARK LOGO: SCGS  
 ED1077_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1077+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1077
 ED1077  HISTORY     - Date     Condition        Report By
 ED1077  HISTORY     - 1982     MONUMENTED       SCGS
 ED1077  HISTORY     - 20000727 GOOD             SCGS
 ED1077  HISTORY     - 20041014 GOOD             USPSQD
 ED1077  HISTORY     - 20051107 GOOD             USPSQD
 ED1077
 ED1077                          STATION DESCRIPTION
 ED1077
 ED1077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1077'IN EAST GREENVILLE.
 ED1077'AT THE JUNCTION OF INTERSTATE HIGHWAY 385 AND STATE HIGHWAY 291 AT
 ED1077'THE EAST SIDE OF GREENVILLE, SET IN THE HEADWALL OF THE SOUTHWEST
 ED1077'CORNER OF THE BRIDGE OVERRIDING INTERSTATE 385.
 ED1077'THE MARK IS 0.50 METERS  NE FROM A WITNESS POST.
 ED1077'THE MARK IS ABOVE LEVEL WITH BRIDGE.
 ED1077
 ED1077                          STATION RECOVERY (2000)
 ED1077
 ED1077'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1077'STATION IS LOCATED IN THE SOUTHWEST HEADWALL OF THE JUNCTION OVERPASS
 ED1077'BRIDGE OF STATE HIGHWAY 291 (NORTH PLEASANTBURG ROAD) AND INTERSTATE
 ED1077'385 (EXIT 40) , 2.1 MILES (3.4 KM) EAST OF GREENVILLE.
 ED1077'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1077'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A DRILL MARK IN
 ED1077'THE HEADWALL AND LEVEL WITH THE HIGHWAY, 5.8 FEET (1.8 M) NORTH OF A
 ED1077'POWER LINE STUB POLE WITH A METER BOX AND A SCGS REFERENCE WASHER
 ED1077'ATTACHED, 0.6 FOOT (18.3 CM) WEST OF THE SOUTHWEST CORNER OF THE
 ED1077'CONCRETE BRIDGE, 7.1 FEET (2.2 M) WEST OF THE WEST EDGE OF THE HIGHWAY
 ED1077'CURB, 5.8 FEET (1.8 M) EAST OF THE EASTERN MOST END OF THE CONCRETE
 ED1077'HEADWALL, 1.9 FEET (0.6 M) EAST NORTHEAST OF A WITNESS POST.
 ED1077'RECOVERED BY D.L.  BRECHLIN.
 ED1077
 ED1077                          STATION RECOVERY (2004)
 ED1077
 ED1077'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1077'RECOVERED IN GOOD CONDITION.
 ED1077
 ED1077                          STATION RECOVERY (2005)
 ED1077
 ED1077'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1113 ***********************************************************************
 ED1113  DESIGNATION -  23 079
 ED1113  PID         -  ED1113
 ED1113  STATE/COUNTY-  SC/GREENVILLE
 ED1113  USGS QUAD   -  MAULDIN (1983)
 ED1113
 ED1113                         *CURRENT SURVEY CONTROL
 ED1113  ___________________________________________________________________
 ED1113* NAD 83(1986)-  34 50 59.     (N)    082 21 31.     (W)     SCALED    
 ED1113* NAVD 88     -       291.306  (meters)     955.73   (feet)  ADJUSTED  
 ED1113  ___________________________________________________________________
 ED1113  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 ED1113  DYNAMIC HT  -         291.009 (meters)     954.75  (feet)  COMP
 ED1113  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 ED1113
 ED1113  VERT ORDER  -  FIRST     CLASS II
 ED1113
 ED1113.The horizontal coordinates were scaled from a topographic map and have
 ED1113.an estimated accuracy of +/- 6 seconds.
 ED1113
 ED1113.The orthometric height was determined by differential leveling
 ED1113.and adjusted by the National Geodetic Survey in June 1991..
 ED1113
 ED1113.The geoid height was determined by GEOID03.
 ED1113
 ED1113.The dynamic height is computed by dividing the NAVD 88
 ED1113.geopotential number by the normal gravity value computed on the
 ED1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1113.degrees latitude (g = 980.6199 gals.).
 ED1113
 ED1113.The modeled gravity was interpolated from observed gravity values.
 ED1113
 ED1113;                    North         East    Units  Estimated Accuracy
 ED1113;SPC SC       -   335,340.      485,350.      MT  (+/- 180 meters Scaled)
 ED1113
 ED1113                          SUPERSEDED SURVEY CONTROL
 ED1113
 ED1113  NGVD 29 (??/??/??)  291.399  (m)          956.03   (f) ADJUSTED    1 2
 ED1113
 ED1113.Superseded values are not recommended for survey control.
 ED1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1113.See file dsdata.txt to determine how the superseded data were derived.
 ED1113
 ED1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU757572(NAD 83)
 ED1113_MARKER: DD = SURVEY DISK
 ED1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1113_SP_SET: CONCRETE POST
 ED1113_STAMPING: VERT 23 079 1982
 ED1113_MARK LOGO: SCGS  
 ED1113_PROJECTION: FLUSH
 ED1113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1113+STABILITY: SURFACE MOTION
 ED1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1113+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1113
 ED1113  HISTORY     - Date     Condition        Report By
 ED1113  HISTORY     - 1982     MONUMENTED       SCGS
 ED1113  HISTORY     - 20000727 GOOD             SCGS
 ED1113  HISTORY     - 20041014 GOOD             USPSQD
 ED1113  HISTORY     - 20051107 GOOD             USPSQD
 ED1113
 ED1113                          STATION DESCRIPTION
 ED1113
 ED1113'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1113'IN EAST GREENVILLE.
 ED1113'1.0 KILOMETER (0.65 MILE) SOUTH ALONG STATE HIGHWAY 291 FROM THE
 ED1113'JUNCTION OF INTERSTATE HIGHWAY 385 ON THE EAST SIDE OF GREENVILLE,
 ED1113'SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF HIGHWAY 291 AND
 ED1113'THE ROAD LEADING TO THE PASSENGER TERMINAL OF THE GREENVILLE
 ED1113'DOWNTOWN AIRPORT, 6.4 METERS (21.0 FEET) SOUTH OF THE SOUTH CURB
 ED1113'TOWER DRIVE, 38.2 METERS (125.4 FEET) EAST OF THE EAST CURB OF
 ED1113'HIGHWAY 291 AND 33.2 METERS (109.0 FEET) SOUTHEAST OF A FIRE
 ED1113'HYDRANT.
 ED1113'THE MARK IS 2.00 M ABOVE HIGHWAY 291.
 ED1113
 ED1113                          STATION RECOVERY (2000)
 ED1113
 ED1113'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1113'STATION IS LOCATED 2.0 MILES (3.2 KM) EAST OF GREENVILLE.
 ED1113'OWNERSHIP--THE PHOENIX GREENVILLE INN, 246 NORTH PLEASANTBURG DRIVE,
 ED1113'GREENVILLE, SC 29607, PHONE 864-233-4651.  TO REACH THE STATION FROM
 ED1113'THE OVERPASS JUNCTION OF INTERSTATE 385 (EXIT 40) AND STATE HIGHWAY
 ED1113'291 (NORTH PLEASANTBURG ROAD) , 2.1 MILES (3.4 KM) EAST OF GREENVILLE,
 ED1113'GO SOUTH ON HIGHWAY 291 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE
 ED1113'LEFT IN THE SOUTHEAST ANGLE OF A PAVED ROAD LEFT (TOWER ROAD) .
 ED1113'STATION IS A CONCRETE POST RECESSED 0.1 FOOT, (3.0 CM) AND 6.0 FEET
 ED1113'(1.8 M) ABOVE THE HIGHWAY, 20.7 FEET (6.3 M) SOUTH OF THE SOUTH EDGE
 ED1113'OF THE CONCRETE CURB OF THE ROAD, 124.5 FEET (37.9 M) NORTH OF THE
 ED1113'NORTH LEG OF A SIGN FOR THE PHOENIX GREENVILLES INN, 94.9 FEET (28.9
 ED1113'M) EAST OF A POWER POLE WITH A SECURITY LIGHT AND A SCGS REFERENCE
 ED1113'WASHER ATTACHED, 109.3 FEET (33.3 M) SOUTHEAST OF A FIRE HYDRANT, 16.8
 ED1113'FEET (5.1 M) SOUTHWEST OF A WITNESS POST.
 ED1113
 ED1113                          STATION RECOVERY (2004)
 ED1113
 ED1113'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1113'RECOVERED IN GOOD CONDITION.
 ED1113
 ED1113                          STATION RECOVERY (2005)
 ED1113
 ED1113'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1115 ***********************************************************************
 ED1115  DESIGNATION -  23 080
 ED1115  PID         -  ED1115
 ED1115  STATE/COUNTY-  SC/GREENVILLE
 ED1115  USGS QUAD   -  MAULDIN (1983)
 ED1115
 ED1115                         *CURRENT SURVEY CONTROL
 ED1115  ___________________________________________________________________
 ED1115* NAD 83(1986)-  34 50 36.     (N)    082 21 46.     (W)     SCALED    
 ED1115* NAVD 88     -       309.442  (meters)    1015.23   (feet)  ADJUSTED  
 ED1115  ___________________________________________________________________
 ED1115  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 ED1115  DYNAMIC HT  -         309.127 (meters)    1014.19  (feet)  COMP
 ED1115  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 ED1115
 ED1115  VERT ORDER  -  FIRST     CLASS II
 ED1115
 ED1115.The horizontal coordinates were scaled from a topographic map and have
 ED1115.an estimated accuracy of +/- 6 seconds.
 ED1115
 ED1115.The orthometric height was determined by differential leveling
 ED1115.and adjusted by the National Geodetic Survey in June 1991..
 ED1115
 ED1115.The geoid height was determined by GEOID03.
 ED1115
 ED1115.The dynamic height is computed by dividing the NAVD 88
 ED1115.geopotential number by the normal gravity value computed on the
 ED1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1115.degrees latitude (g = 980.6199 gals.).
 ED1115
 ED1115.The modeled gravity was interpolated from observed gravity values.
 ED1115
 ED1115;                    North         East    Units  Estimated Accuracy
 ED1115;SPC SC       -   334,640.      484,960.      MT  (+/- 180 meters Scaled)
 ED1115
 ED1115                          SUPERSEDED SURVEY CONTROL
 ED1115
 ED1115  NGVD 29 (??/??/??)  309.536  (m)         1015.54   (f) ADJUSTED    1 2
 ED1115
 ED1115.Superseded values are not recommended for survey control.
 ED1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1115.See file dsdata.txt to determine how the superseded data were derived.
 ED1115
 ED1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU754565(NAD 83)
 ED1115_MARKER: DD = SURVEY DISK
 ED1115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED1115_SP_SET: HANDRAIL
 ED1115_STAMPING: VERT 23 080 1982
 ED1115_MARK LOGO: SCGS  
 ED1115_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1115+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1115
 ED1115  HISTORY     - Date     Condition        Report By
 ED1115  HISTORY     - 1982     MONUMENTED       SCGS
 ED1115  HISTORY     - 20000727 GOOD             SCGS
 ED1115  HISTORY     - 20041014 GOOD             USPSQD
 ED1115  HISTORY     - 20051107 GOOD             USPSQD
 ED1115
 ED1115                          STATION DESCRIPTION
 ED1115
 ED1115'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1115'IN GREENVILLE.
 ED1115'AT THE JUNCTION OF U.S. HIGHWAY 276 AND STATE HIGHWAY 291
 ED1115'PLEASANTBURG DRIVE), SET IN THE TOP OF THE HANDRAIL AT THE SOUTH
 ED1115'CORNER OF THE HIGHWAY 276 BRIDGE OVER HIGHWAY 291.
 ED1115'THE MARK IS 1.00 M ABOVE HIGHWAY 276.
 ED1115
 ED1115                          STATION RECOVERY (2000)
 ED1115
 ED1115'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1115'STATION IS LOCATED ATOP THE WESTERN CONCRETE HEADWALL OF THE JUNCTION
 ED1115'OVERPASS OF U.S.  HIGHWAY 276 (LAURENS ROAD) AND STATE HIGHWAY 291
 ED1115'(PLEASANTBURG DRIVE) , 1.9 MILES (3.1 KM) EAST NORTHEAST OF
 ED1115'GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 ED1115'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A DISK SET IN
 ED1115'A DRILL HOLE IN THE HEADWALL AND 3.0 FEET (0.9 M) ABOVE HIGHWAY 276,
 ED1115'9.4 FEET (2.9 M) SOUTHEAST OF THE CENTER OF A MANHOLE COVER, 7.0 FEET
 ED1115'(2.1 M) SOUTHEAST OF A POWER POLE WITH A SECURITY LIGHT AND A SCGS
 ED1115'REFERENCE WASHER ATTACHED, 5.0 FEET (1.5 M) SOUTH SOUTHWEST OF THE
 ED1115'SOUTHWEST EDGE OF HIGHWAY 276 CURB, 16.2 FEET (4.9 M) EAST SOUTHEAST
 ED1115'OF A METAL LAMP POST, 31.3 FEET (9.5 M) NORTHWEST OF THE CENTER OF
 ED1115'HIGHWAY 291.  RECOVERED BY D.L.  BRECHLIN.
 ED1115
 ED1115                          STATION RECOVERY (2004)
 ED1115
 ED1115'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1115'RECOVERED IN GOOD CONDITION.
 ED1115
 ED1115                          STATION RECOVERY (2005)
 ED1115
 ED1115'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1112 ***********************************************************************
 ED1112  DESIGNATION -  23 081
 ED1112  PID         -  ED1112
 ED1112  STATE/COUNTY-  SC/GREENVILLE
 ED1112  USGS QUAD   -  MAULDIN (1983)
 ED1112
 ED1112                         *CURRENT SURVEY CONTROL
 ED1112  ___________________________________________________________________
 ED1112* NAD 83(2001)-  34 49 48.72158(N)    082 22 12.87370(W)     ADJUSTED  
 ED1112* NAVD 88     -       279.345  (meters)     916.48   (feet)  ADJUSTED  
 ED1112  ___________________________________________________________________
 ED1112  X           -     695,908.470 (meters)                     COMP
 ED1112  Y           -  -5,195,008.677 (meters)                     COMP
 ED1112  Z           -   3,622,561.988 (meters)                     COMP
 ED1112  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 ED1112  ELLIP HEIGHT-         248.20  (meters)          (03/13/03) GPS OBS
 ED1112  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED1112  DYNAMIC HT  -         279.060 (meters)     915.55  (feet)  COMP
 ED1112  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 ED1112
 ED1112  HORZ ORDER  -  FIRST
 ED1112  VERT ORDER  -  FIRST     CLASS II
 ED1112  ELLP ORDER  -  FOURTH    CLASS II
 ED1112
 ED1112.The horizontal coordinates were established by GPS observations
 ED1112.and adjusted by the National Geodetic Survey in March 2003..
 ED1112
 ED1112.The orthometric height was determined by differential leveling
 ED1112.and adjusted by the National Geodetic Survey in June 1991..
 ED1112
 ED1112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1112
 ED1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1112
 ED1112.The ellipsoidal height was determined by GPS observations
 ED1112.and is referenced to NAD 83.
 ED1112
 ED1112.The geoid height was determined by GEOID03.
 ED1112
 ED1112.The dynamic height is computed by dividing the NAVD 88
 ED1112.geopotential number by the normal gravity value computed on the
 ED1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1112.degrees latitude (g = 980.6199 gals.).
 ED1112
 ED1112.The modeled gravity was interpolated from observed gravity values.
 ED1112
 ED1112;                    North         East     Units Scale Factor Converg.
 ED1112;SPC SC       -   333,189.609   484,259.015   MT  0.99999889   -0 45 34.8
 ED1112;SPC SC       - 1,093,141.76  1,588,776.30   iFT  0.99999889   -0 45 34.8
 ED1112;UTM  17      - 3,855,069.034   374,701.153   MT  0.99979350   -0 46 57.8
 ED1112
 ED1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1112!SPC SC       -   0.99996104  x   0.99999889  =   0.99995993
 ED1112!UTM  17      -   0.99996104  x   0.99979350  =   0.99975455
 ED1112
 ED1112:                Primary Azimuth Mark                     Grid Az
 ED1112:SPC SC       -  C OLIN RIDDLE                            182 55 08.3
 ED1112:UTM  17      -  C OLIN RIDDLE                            182 56 31.3
 ED1112
 ED1112|---------------------------------------------------------------------|
 ED1112| PID    Reference Object                     Distance      Geod. Az  |
 ED1112|                                                           dddmmss.s |
 ED1112| AB7737 C OLIN RIDDLE                       477.033 METERS 1820933.5 |
 ED1112|---------------------------------------------------------------------|
 ED1112
 ED1112                          SUPERSEDED SURVEY CONTROL
 ED1112
 ED1112  NAD 83(1995)-  34 49 48.72175(N)    082 22 12.87383(W) AD(       ) 1
 ED1112  ELLIP H (12/20/99)  248.22   (m)                       GP(       ) 4 1
 ED1112  NAD 83(1986)-  34 49 48.72966(N)    082 22 12.87486(W) AD(       ) 1
 ED1112  NAVD 88 (10/04/96)  279.34   (m)          916.5    (f) LEVELING    3  
 ED1112  NGVD 29 (??/??/??)  279.437  (m)          916.79   (f) ADJUSTED    1 2
 ED1112
 ED1112.Superseded values are not recommended for survey control.
 ED1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1112.See file dsdata.txt to determine how the superseded data were derived.
 ED1112
 ED1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7470155069(NAD 83)
 ED1112_MARKER: DD = SURVEY DISK
 ED1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1112_SP_SET: CONCRETE POST
 ED1112_STAMPING: VERT 23 081 1982
 ED1112_MARK LOGO: SCGS  
 ED1112_PROJECTION: FLUSH
 ED1112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1112+STABILITY: SURFACE MOTION
 ED1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1112+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1112
 ED1112  HISTORY     - Date     Condition        Report By
 ED1112  HISTORY     - 1982     MONUMENTED       SCGS
 ED1112  HISTORY     - 19960227 GOOD             SCGS
 ED1112  HISTORY     - 19960228 GOOD             SCGS
 ED1112  HISTORY     - 20000727 GOOD             SCGS
 ED1112  HISTORY     - 20041014 GOOD             USPSQD
 ED1112  HISTORY     - 20051107 GOOD             USPSQD
 ED1112
 ED1112                          STATION DESCRIPTION
 ED1112
 ED1112'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1112'IN GREENVILLE.
 ED1112'4.0 KILOMETERS (2.5 MILES) NORTH ALONG STATE HIGHWAY 291
 ED1112'(PLEASANTBURG DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 85,
 ED1112'IN GREENVILLE, SET IN THE NORTHEAST CORNER OF THE LAWN OF THE
 ED1112'GREENVILLE TECHNICAL COLLEGE, 9.4 METERS (31.0 FEET) WEST NORTHWEST
 ED1112'OF THE CURB OF PLEASANTBURG DRIVE, 6.8 METERS (22.3 FEET) WEST
 ED1112'NORTHWEST OF A FIRE HYDRANT, 6.4 METERS (21.0 FEET) EAST NORTHEAST OF
 ED1112'A POWERPOLE AND 6.9 METERS (22.6 FEET) SOUTH OF THE CURB OF EAST
 ED1112'FARIS ROAD.
 ED1112'THE MARK IS ABOVE LEVEL WITH PLEASANTBURG DRIVE.
 ED1112
 ED1112                          STATION RECOVERY (1996)
 ED1112
 ED1112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED1112'STATION IS LOCATED IN GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1112'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1112'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 ED1112'HIGHWAY 276 (LAURENS ROAD) AND STATE HIGHWAY 291 (PLEASANTBURG DRIVE)
 ED1112'IN GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 291 FOR 1.0 MILE (1.6 KM)
 ED1112'TO THE STATION NEAR A POWER POLE IN THE WEST ANGLE OF THE JUNCTIONOF
 ED1112'STATE ROAD P2301 (EAST FARIS ROAD) .  STATION IS A CONCRETE POST
 ED1112'RECESSED 1.0 FOOT (0.3 M) AND 0.5 FOOT (15.2 CM) BELOW ROAD P2301,
 ED1112'172.5 FEET (52.6 M) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 ED1112'BUILDING (ENGINEER TECHNOLOGY) , 33.0 FEET (10.1 M) NORTHWEST OF A
 ED1112'POWER POLE WITH A METER BOX, STREET LIGHT AND SUPPORTING TRAFFIC
 ED1112'LIGHTS ACROSS HIGHWAY 291, 74.0 FEET (22.6 M) WEST NORTHWEST OF THE
 ED1112'CENTER OF HIGHWAY 291, 47.7 FEET (14.5 M) SOUTHWEST OF THE EXTENDED
 ED1112'CENTER OF ROAD P2301, 20.8 FEET (6.3 M) EAST SOUTHEAST OF THE POWER
 ED1112'POLE WITH THREE GUY WIRES, TRANSFORMER AND A STREET LIGHT, 22.1 FEET
 ED1112'(6.7 M) WEST NORTHWEST OF A FIRE HYDRANT, 3.2 FEET (1.0 M) EAST OF A
 ED1112'WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
 ED1112
 ED1112                          STATION RECOVERY (1996)
 ED1112
 ED1112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED1112'STATION IS LOCATED IN GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1112'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1112'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 ED1112'HIGHWAY 276 (LAURENS ROAD) AND STATE HIGHWAY 291 (PLEASANTBURG DRIVE)
 ED1112'IN GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 291 FOR 1.0 MILE (1.6 KM)
 ED1112'TO THE STATION NEAR A POWER POLE IN THE WEST ANGLE OF THE JUNCTIONOF
 ED1112'STATE ROAD P2301 (EAST FARIS ROAD) .  STATION IS A CONCRETE POST
 ED1112'RECESSED 1.0 FOOT (0.3 M) AND 0.5 FOOT (15.2 CM) BELOW ROAD P2301,
 ED1112'172.5 FEET (52.6 M) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 ED1112'BUILDING (ENGINEER TECHNOLOGY) , 33.0 FEET (10.1 M) NORTHWEST OF A
 ED1112'POWER POLE WITH A METER BOX, STREET LIGHT AND SUPPORTING TRAFFIC
 ED1112'LIGHTS ACROSS HIGHWAY 291, 74.0 FEET (22.6 M) WEST NORTHWEST OF THE
 ED1112'CENTER OF HIGHWAY 291, 47.7 FEET (14.5 M) SOUTHWEST OF THE EXTENDED
 ED1112'CENTER OF ROAD P2301, 20.8 FEET (6.3 M) EAST SOUTHEAST OF THE POWER
 ED1112'POLE WITH THREE GUY WIRES, TRANSFORMER AND A STREET LIGHT, 22.1 FEET
 ED1112'(6.7 M) WEST NORTHWEST OF A FIRE HYDRANT, 3.2 FEET (1.0 M) EAST OF A
 ED1112'WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
 ED1112
 ED1112                          STATION RECOVERY (2000)
 ED1112
 ED1112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1112'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTHEAST OF GREENVILLE.
 ED1112'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1112'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1112'OVERPASS JUNCTION OF U.S.  HIGHWAY 276 (LAURENS ROAD) AND STATE
 ED1112'HIGHWAY 291 (PLEASANTBURG ROAD) , 1.9 MILES (3.1 KM) SOUTHEAST OF
 ED1112'GREENVILLE, GO SOUTH ON HIGHWAY 291 FOR 1.0 MILE (1.6 KM) TO THE
 ED1112'STATION ON THE RIGHT IN THE WEST ANGLE OF THE JUNCTION OF STATE ROAD
 ED1112'149 (EAST FARRIS DRIVE) .  STATION IS A CONCRETE POST RECESSED 1.3
 ED1112'FEET (0.4 M) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 73.8 FEET (22.5
 ED1112'M) WEST NORTHWEST OF THE CENTER OF A CONCRETE MEDIAN OF THE HIGHWAY,
 ED1112'49.3 FEET (15.0 M) SOUTHWEST OT THE CENTER OF THE ROAD, 22.1 FEET (6.7
 ED1112'M) WEST NORTHWEST OF A FIRE HYDRANT, 33.1 FEET (10.1 M) NORTH
 ED1112'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE FOUNDATION PAD OF A
 ED1112'TELEPHONE JUNCTION BOX, 3.1 FEET (0.9 M) EAST OF A WITNESS POST.
 ED1112
 ED1112                          STATION RECOVERY (2004)
 ED1112
 ED1112'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1112'RECOVERED IN GOOD CONDITION.
 ED1112
 ED1112                          STATION RECOVERY (2005)
 ED1112
 ED1112'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1111 ***********************************************************************
 ED1111  DESIGNATION -  23 082
 ED1111  PID         -  ED1111
 ED1111  STATE/COUNTY-  SC/GREENVILLE
 ED1111  USGS QUAD   -  MAULDIN (1983)
 ED1111
 ED1111                         *CURRENT SURVEY CONTROL
 ED1111  ___________________________________________________________________
 ED1111* NAD 83(1986)-  34 49 17.     (N)    082 22 10.     (W)     SCALED    
 ED1111* NAVD 88     -       274.430  (meters)     900.36   (feet)  ADJUSTED  
 ED1111  ___________________________________________________________________
 ED1111  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 ED1111  DYNAMIC HT  -         274.150 (meters)     899.44  (feet)  COMP
 ED1111  MODELED GRAV-     979,608.7   (mgal)                       NAVD 88
 ED1111
 ED1111  VERT ORDER  -  FIRST     CLASS II
 ED1111
 ED1111.The horizontal coordinates were scaled from a topographic map and have
 ED1111.an estimated accuracy of +/- 6 seconds.
 ED1111
 ED1111.The orthometric height was determined by differential leveling
 ED1111.and adjusted by the National Geodetic Survey in June 1991..
 ED1111
 ED1111.The geoid height was determined by GEOID03.
 ED1111
 ED1111.The dynamic height is computed by dividing the NAVD 88
 ED1111.geopotential number by the normal gravity value computed on the
 ED1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1111.degrees latitude (g = 980.6199 gals.).
 ED1111
 ED1111.The modeled gravity was interpolated from observed gravity values.
 ED1111
 ED1111;                    North         East    Units  Estimated Accuracy
 ED1111;SPC SC       -   332,210.      484,320.      MT  (+/- 180 meters Scaled)
 ED1111
 ED1111                          SUPERSEDED SURVEY CONTROL
 ED1111
 ED1111  NGVD 29 (??/??/??)  274.521  (m)          900.66   (f) ADJUSTED    1 2
 ED1111
 ED1111.Superseded values are not recommended for survey control.
 ED1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1111.See file dsdata.txt to determine how the superseded data were derived.
 ED1111
 ED1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU747540(NAD 83)
 ED1111_MARKER: DD = SURVEY DISK
 ED1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED1111_SP_SET: PARKING LOT SUPPORT BEAM
 ED1111_STAMPING: VERT 23 082 1982
 ED1111_MARK LOGO: SCGS  
 ED1111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1111+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1111
 ED1111  HISTORY     - Date     Condition        Report By
 ED1111  HISTORY     - 1982     MONUMENTED       SCGS
 ED1111  HISTORY     - 19910919 GOOD             SCGS
 ED1111  HISTORY     - 19960228 GOOD             SCGS
 ED1111  HISTORY     - 20000727 GOOD             SCGS
 ED1111  HISTORY     - 20041019 GOOD             USPSQD
 ED1111  HISTORY     - 20051107 GOOD             USPSQD
 ED1111
 ED1111                          STATION DESCRIPTION
 ED1111
 ED1111'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1111'IN GREENVILLE.
 ED1111'THE MARK IS ABOVE LEVEL WITH HIGHWAY 291.
 ED1111'3.0 KILOMETERS (1.95 MILES) NORTH ALONG STATE HIGHWAY 291
 ED1111'(PLEASANTBURG DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 85, SET
 ED1111'AT THE SOUTHEAST CORNER OF THE MORGAN MANOR SHOPPING CENTER PARKING
 ED1111'LOT, IN THE TOP OF A CONCRETE BEAM SUPPORTING THE SECOND LEVEL OF THE
 ED1111'PARKING LOT, 3.0 METERS (10.0 FEET) WEST OF THE WEST CURB OF HIGHWAY
 ED1111'291, 71.9 METERS (236.0 FEET) NORTH OF THE APPROXIMATE CENTER OF
 ED1111'CLEVELAND STREET, 4.9 METERS (16.0 FEET) NORTH NORTHWEST OF A
 ED1111'POWERLINE POLE WITH A TRANSFORMER AND 3.4 METERS (11.0 FEET) SOUTHWEST
 ED1111'OF A MANHOLE COVER.
 ED1111
 ED1111                          STATION RECOVERY (1991)
 ED1111
 ED1111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1111'STATION IS LOCATED 2.45 MILES SOUTHEAST OF GREENVILLE.
 ED1111'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1111'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED1111'THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND STATE
 ED1111'HIGHWAY 291 (SOUTH PLEASANTBURG DRIVE), 3.8 MILES SOUTH SOUTHEAST OF
 ED1111'GREENVILLE, GO NORTH NORTHEAST ON HIGHWAY 291 FOR 1.8 MILES TO THE
 ED1111'JUNCTION OF CLEVELAND STREET, CONTINUE ON HIGHWAY 291 FOR 0.05 MILE
 ED1111'TO AN ENTRANCE DRIVEWAY LEFT TO MORGAN MANOR CENTER AND THE STATION
 ED1111'IN THE SOUTH ANGLE IN A HEADWALL BEHIND A 3-FOOT TALL SECTION OF
 ED1111'CONCRETE RAILINGS AT A STAIRWAY AND IN THE SOUTHEAST CORNER OF THE
 ED1111'PARKING LOT, IN THE HEADWALL AND LEVEL WITH THE HIGHWAY, 4.2 FEET
 ED1111'WEST OF THE WEST EDGE OF A SIDEWALK, 11.3 FEET SOUTHWEST OF THE
 ED1111'CENTER OF AN 18-INCH ROUND MANHOLE COVER IN THE SIDEWALK, 0.6 FOOT
 ED1111'FOOT WEST OF THE EAST END OF THE HEADWALL.  RECOVERED BY T. HALL.
 ED1111
 ED1111                          STATION RECOVERY (1996)
 ED1111
 ED1111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED1111'RECOVERED AS DESCRIBED, NOTE-DISK IS SET IN THE TOP OF A CONCRETE BEAM
 ED1111'WHICH SUPPORTS THE SOUTH EDGE OF THE PARKING LOT.  RECOVERED BY C.E.
 ED1111'GEOGHEGAN.
 ED1111
 ED1111                          STATION RECOVERY (2000)
 ED1111
 ED1111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1111'STATION IS LOCATED 2.7 MILES (4.3 KM) SOUTHEAST OF GREENVILLE.
 ED1111'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1111'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1111'OVERPASS JUNCTION OF INTERSTATE 85 (EXIT 46B) AND STATE HIGHWAY 291
 ED1111'(PLEASANTBURG ROAD) , 4.0 MILES (6.4 KM) SOUTH SOUTHEAST OF
 ED1111'GREENVILLE, GO NORTH ON HIGHWAY 291 FOR 1.8 MILES (2.9 KM) TO THE
 ED1111'JUNCTION OF CLEVELAND ROAD, CONTINUE ON HIGHWAY 291 FOR 0.05 MILE
 ED1111'(0.08 KM) TO THE STATION ON THE LEFT SET IN THE HEADWALL OF A CONCRETE
 ED1111'STAIRWAY FOR A SPLIT LEVEL CONCRETE PARKING DECK AT THE SOUTHEAST
 ED1111'CORNER OF THE MORGAN MANOR SHOPPING CENTER.  STATION IS A DISK SET IN
 ED1111'A DRILL HOLE IN THE CONCRETE FOUNDATION HEADWALL, 11.0 FEET (3.4 M)
 ED1111'SOUTHWEST OF THE CENTER A STORM DRAIN MANHOLE COVER, 9.2 FEET (2.8 M)
 ED1111'WEST OF THE WEST EDGE OF A CONCRETE CURB ALONG THE HIGHWAY, 16.3 FEET
 ED1111'(5.0 M) NORTH OF POWER POLE NUMBER 98895/40708 WITH ONE TRANSFORMER
 ED1111'ATTACHED, 38.4 FEET (11.7 M) SOUTH OF THE CENTER OF THE SOUTH PAVED
 ED1111'ENTRANCE TO THE SHOPPING CENTER, 16.3 FEET (5.0 M) NORTH OF A WITNESS
 ED1111'POST.
 ED1111
 ED1111                          STATION RECOVERY (2004)
 ED1111
 ED1111'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1111'RECOVERED IN GOOD CONDITION.
 ED1111
 ED1111                          STATION RECOVERY (2005)
 ED1111
 ED1111'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1110 ***********************************************************************
 ED1110  DESIGNATION -  23 083
 ED1110  PID         -  ED1110
 ED1110  STATE/COUNTY-  SC/GREENVILLE
 ED1110  USGS QUAD   -  MAULDIN (1983)
 ED1110
 ED1110                         *CURRENT SURVEY CONTROL
 ED1110  ___________________________________________________________________
 ED1110* NAD 83(1986)-  34 48 49.     (N)    082 22 03.     (W)     SCALED    
 ED1110* NAVD 88     -       265.286  (meters)     870.36   (feet)  ADJUSTED  
 ED1110  ___________________________________________________________________
 ED1110  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED1110  DYNAMIC HT  -         265.016 (meters)     869.47  (feet)  COMP
 ED1110  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 ED1110
 ED1110  VERT ORDER  -  FIRST     CLASS II
 ED1110
 ED1110.The horizontal coordinates were scaled from a topographic map and have
 ED1110.an estimated accuracy of +/- 6 seconds.
 ED1110
 ED1110.The orthometric height was determined by differential leveling
 ED1110.and adjusted by the National Geodetic Survey in June 1991..
 ED1110
 ED1110.The geoid height was determined by GEOID03.
 ED1110
 ED1110.The dynamic height is computed by dividing the NAVD 88
 ED1110.geopotential number by the normal gravity value computed on the
 ED1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1110.degrees latitude (g = 980.6199 gals.).
 ED1110
 ED1110.The modeled gravity was interpolated from observed gravity values.
 ED1110
 ED1110;                    North         East    Units  Estimated Accuracy
 ED1110;SPC SC       -   331,350.      484,490.      MT  (+/- 180 meters Scaled)
 ED1110
 ED1110                          SUPERSEDED SURVEY CONTROL
 ED1110
 ED1110  NGVD 29 (??/??/??)  265.378  (m)          870.66   (f) ADJUSTED    1 2
 ED1110
 ED1110.Superseded values are not recommended for survey control.
 ED1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1110.See file dsdata.txt to determine how the superseded data were derived.
 ED1110
 ED1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU749532(NAD 83)
 ED1110_MARKER: DD = SURVEY DISK
 ED1110_SETTING: 66 = SET IN ROCK OUTCROP
 ED1110_SP_SET: ROCK OUTCROP
 ED1110_STAMPING: VERT 23 083 1982
 ED1110_MARK LOGO: SCGS  
 ED1110_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1110+STABILITY: POSITION/ELEVATION WELL
 ED1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1110+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED1110
 ED1110  HISTORY     - Date     Condition        Report By
 ED1110  HISTORY     - 1982     MONUMENTED       SCGS
 ED1110  HISTORY     - 19910919 GOOD             SCGS
 ED1110  HISTORY     - 19960228 GOOD             SCGS
 ED1110  HISTORY     - 20000728 GOOD             SCGS
 ED1110  HISTORY     - 20040629 GOOD             USPSQD
 ED1110  HISTORY     - 20051011 GOOD             USPSQD
 ED1110
 ED1110                          STATION DESCRIPTION
 ED1110
 ED1110'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1110'IN GREENVILLE.
 ED1110'THE MARK IS 2.30 M ABOVE HIGHWAY 291.
 ED1110'2.2 KILOMETERS (1.4 MILES) NORTH ALONG STATE HIGHWAY 29
 ED1110'(PLEASANTBURG DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 85, SET
 ED1110'IN THE TOP OF A 50 FOOT LONG ROCK OUTCROP ON THE EAST SIDE OF THE
 ED1110'HIGHWAY, 4.4 METERS (14.5 FEET) EAST OF THE EAST CURB OF HIGHWAY 291,
 ED1110'8.8 METERS (29.0 FEET) SOUTH OF THE NORTH END OF THE OUTCROP AND
 ED1110'5.2 METERS (17.0 FEET) WEST OF A POWERLINE POLE WITH LINES CROSSING
 ED1110'THE ROAD AND THEN GOING UNDERGROUND.
 ED1110
 ED1110                          STATION RECOVERY (1991)
 ED1110
 ED1110'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1110'STATION IS LOCATED 3.0 MILES SOUTHEAST OF GREENVILLE.
 ED1110'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1110'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED1110'THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND STATE
 ED1110'HIGHWAY 291 (SOUTH PLEASANTBURG DRIVE), 3.8 MILES SOUTH SOUTHEAST OF
 ED1110'GREENVILLE, GO NORTH NORTHEAST ON HIGHWAY 291 FOR 0.5 MILE TO THE
 ED1110'JUNCTION OF STATE ROAD 30 (MAULDIN ROAD), CONTINUE ON HIGHWAY 291 FOR
 ED1110'0.8 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE IN A ROCK
 ED1110'OUTCROP AND ACROSS THE HIGHWAY FROM A WOODEN SIGN FOR RIVERSIDE
 ED1110'OFFICE COMPLEX.  STATION IS A DRILL MARK IN ROCK OUTCROP AND 6.0 FEET
 ED1110'ABOVE THE HIGHWAY, 14.0 FEET EAST OF THE WEST EDGE OF THE CONCRETE
 ED1110'CURB OF THE HIGHWAY, 16.6 FEET SOUTHWEST OF A POWER POLE NUMBER
 ED1110'98920/40434 WITH TWO GUY WIRES.  RECOVERED BY T. HALL.
 ED1110
 ED1110                          STATION RECOVERY (1996)
 ED1110
 ED1110'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED1110'RECOVERED AS DESCRIBED.
 ED1110
 ED1110                          STATION RECOVERY (2000)
 ED1110
 ED1110'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1110'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTHEAST OF GREENVILLE.
 ED1110'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1110'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED1110'OVERPASS JUNCTION OF INTERSTATE HIGHWAY 85 (EXIT 46B) AND STATE
 ED1110'HIGHWAY 291 (PLEASANTBURG ROAD) , 4.0 MILES (6.4 KM) SOUTH SOUTHEAST
 ED1110'OF GREENVILLE, GO NORTH ON HIGHWAY 291 FOR 1.3 MILES (2.1 KM) TO THE
 ED1110'STATION ON THE RIGHT OPPOSITE A SIGN FOR THE RIVERSIDE OFFICE COMPLEX.
 ED1110'STATION IS A DISK SET IN A DRILL HOLE IN ROCK OUTCROP AND 6.0 FEET
 ED1110'(1.8 M) ABOVE THE HIGHWAY, 9.1 FEET (2.8 M) EAST OF THE EAST EDGE OF A
 ED1110'CONCRETE SIDEWALK OF THE HIGHWAY, 1.9 FEET (0.6 M) EAST OF THE WEST
 ED1110'FACE OF A ROCK OUTCROP, 16.2 FEET (4.9 M) SOUTHWEST OF A POWER POLE
 ED1110'NUMBER 98920/40434 WITH TWO GUY WIRES, 107.5 FEET (32.8 M) SOUTH OF A
 ED1110'POWER POLE WITH ONE TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED,
 ED1110'23.0 FEET (7.0 M) WEST SOUTHWEST OF A WITNESS POST.
 ED1110
 ED1110                          STATION RECOVERY (2004)
 ED1110
 ED1110'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1110'RECOVERED IN GOOD CONDITION.
 ED1110
 ED1110                          STATION RECOVERY (2005)
 ED1110
 ED1110'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1105 ***********************************************************************
 ED1105  DESIGNATION -  23 084
 ED1105  PID         -  ED1105
 ED1105  STATE/COUNTY-  SC/GREENVILLE
 ED1105  USGS QUAD   -  GREENVILLE (1983)
 ED1105
 ED1105                         *CURRENT SURVEY CONTROL
 ED1105  ___________________________________________________________________
 ED1105* NAD 83(1986)-  34 48 15.     (N)    082 22 34.     (W)     SCALED    
 ED1105* NAVD 88     -       294.114  (meters)     964.94   (feet)  ADJUSTED  
 ED1105  ___________________________________________________________________
 ED1105  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 ED1105  DYNAMIC HT  -         293.815 (meters)     963.96  (feet)  COMP
 ED1105  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 ED1105
 ED1105  VERT ORDER  -  FIRST     CLASS II
 ED1105
 ED1105.The horizontal coordinates were scaled from a topographic map and have
 ED1105.an estimated accuracy of +/- 6 seconds.
 ED1105
 ED1105.The orthometric height was determined by differential leveling
 ED1105.and adjusted by the National Geodetic Survey in June 1991..
 ED1105
 ED1105.The geoid height was determined by GEOID03.
 ED1105
 ED1105.The dynamic height is computed by dividing the NAVD 88
 ED1105.geopotential number by the normal gravity value computed on the
 ED1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1105.degrees latitude (g = 980.6199 gals.).
 ED1105
 ED1105.The modeled gravity was interpolated from observed gravity values.
 ED1105
 ED1105;                    North         East    Units  Estimated Accuracy
 ED1105;SPC SC       -   330,310.      483,680.      MT  (+/- 180 meters Scaled)
 ED1105
 ED1105                          SUPERSEDED SURVEY CONTROL
 ED1105
 ED1105  NGVD 29 (??/??/??)  294.206  (m)          965.24   (f) ADJUSTED    1 2
 ED1105
 ED1105.Superseded values are not recommended for survey control.
 ED1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1105.See file dsdata.txt to determine how the superseded data were derived.
 ED1105
 ED1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU741521(NAD 83)
 ED1105_MARKER: DD = SURVEY DISK
 ED1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1105_SP_SET: CONCRETE POST
 ED1105_STAMPING: VERT 23 084 1982
 ED1105_MARK LOGO: SCGS  
 ED1105_PROJECTION: FLUSH
 ED1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1105+STABILITY: SURFACE MOTION
 ED1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1105+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 ED1105
 ED1105  HISTORY     - Date     Condition        Report By
 ED1105  HISTORY     - 1982     MONUMENTED       SCGS
 ED1105  HISTORY     - 19910919 GOOD             SCGS
 ED1105  HISTORY     - 20000727 MARK NOT FOUND   SCGS
 ED1105  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1105
 ED1105                          STATION DESCRIPTION
 ED1105
 ED1105'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1105'IN GREENVILLE.
 ED1105'THE MARK IS ABOVE LEVEL WITH MAULDIN ROAD.
 ED1105'1.0 KILOMETER (0.65 MILE) NORTH ALONG STATE HIGHWAY 291
 ED1105'(PLEASANTBURG DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 85,
 ED1105'THENCE 0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG MAULDIN ROAD, SET
 ED1105'BY A POWERPOLE NEXT TO THE ENTRANCE OF THE CHURCH OF THE REDEEMER,
 ED1105'15.5 METERS (51.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER
 ED1105'OF THE PAVED DRIVE LEADING TO THE CHURCH, 11.0 METERS (36.2 FEET)
 ED1105'WEST SOUTHWEST OF THE CENTER OF MAULDIN ROAD AND 1.4 METERS (4.5 FEET)
 ED1105'WEST SOUTHWEST OF A POWERPOLE.
 ED1105'THE MARK IS 0.60 METERS  ENE FROM A WITNESS POST.
 ED1105
 ED1105                          STATION RECOVERY (1991)
 ED1105
 ED1105'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1105'STATION IS LOCATED 3.3 MILES SOUTHEAST OF GREENVILLE.
 ED1105'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1105'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED1105'THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND STATE
 ED1105'HIGHWAY 291 (SOUTH PLEASANTBURG DRIVE), 3.8 MILES SOUTH SOUTHEAST OF
 ED1105'GREENVILLE, GO NORTH NORTHEAST ON HIGHWAY 291 FOR 0.5 MILE TO THE
 ED1105'JUNCTION OF STATE ROAD 30 (MAULDIN ROAD), TURN LEFT ON ROAD 30 FOR
 ED1105'0.1 MILE TO THE ENTRANCE DRIVEWAY LEFT TO THE EPISCOPAL CHURCH OF THE
 ED1105'REDEEMER AND THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF
 ED1105'THE DRIVEWAY.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED1105'LEVEL WITH ROAD 30, 4.7 FEET SOUTHWEST OF THE POWER POLE WITH TWO GUY
 ED1105'WIRES, 7.2 FEET WEST SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK,
 ED1105'49.5 FEET SOUTH SOUTHEAST OF THE CENTER OF THE ENTRANCE DRIVEWAY,
 ED1105'11.7 FEET NORTH NORTHEAST OF A 13-INCH WATER OAK TREE WITH A SCGS
 ED1105'REFERENCE WASHER ATTACHED, 2.1 FEET EAST NORTHEAST OF A WITNESS POST.
 ED1105'RECOVERED BY T. HALL.
 ED1105
 ED1105                          STATION RECOVERY (2000)
 ED1105
 ED1105'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1105'NOT RECOVERED, REFERENCES GONE, SEARCHED FOR 30 MINUTES.  RECOVERY BY
 ED1105'D.L.  BRECHLIN.
 ED1105
 ED1105                          STATION RECOVERY (2004)
 ED1105
 ED1105'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1092 ***********************************************************************
 ED1092  DESIGNATION -  23 085
 ED1092  PID         -  ED1092
 ED1092  STATE/COUNTY-  SC/GREENVILLE
 ED1092  USGS QUAD   -  GREENVILLE (1983)
 ED1092
 ED1092                         *CURRENT SURVEY CONTROL
 ED1092  ___________________________________________________________________
 ED1092* NAD 83(1986)-  34 47 45.     (N)    082 22 49.     (W)     SCALED    
 ED1092* NAVD 88     -       260.366  (meters)     854.22   (feet)  ADJUSTED  
 ED1092  ___________________________________________________________________
 ED1092  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 ED1092  DYNAMIC HT  -         260.101 (meters)     853.35  (feet)  COMP
 ED1092  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 ED1092
 ED1092  VERT ORDER  -  FIRST     CLASS II
 ED1092
 ED1092.The horizontal coordinates were scaled from a topographic map and have
 ED1092.an estimated accuracy of +/- 6 seconds.
 ED1092
 ED1092.The orthometric height was determined by differential leveling
 ED1092.and adjusted by the National Geodetic Survey in August 1993..
 ED1092
 ED1092.The geoid height was determined by GEOID03.
 ED1092
 ED1092.The dynamic height is computed by dividing the NAVD 88
 ED1092.geopotential number by the normal gravity value computed on the
 ED1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1092.degrees latitude (g = 980.6199 gals.).
 ED1092
 ED1092.The modeled gravity was interpolated from observed gravity values.
 ED1092
 ED1092;                    North         East    Units  Estimated Accuracy
 ED1092;SPC SC       -   329,390.      483,290.      MT  (+/- 180 meters Scaled)
 ED1092
 ED1092                          SUPERSEDED SURVEY CONTROL
 ED1092
 ED1092  NAVD 88 (06/15/91)  260.374  (m)          854.24   (f) UNKNOWN     1 2
 ED1092  NGVD 29 (12/12/91)  260.457  (m)          854.52   (f) ADJUSTED    1 2
 ED1092
 ED1092.Superseded values are not recommended for survey control.
 ED1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1092.See file dsdata.txt to determine how the superseded data were derived.
 ED1092
 ED1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU737512(NAD 83)
 ED1092_MARKER: DD = SURVEY DISK
 ED1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED1092_SP_SET: BRIDGE WINGWALL
 ED1092_STAMPING: VERT 23 085 1982
 ED1092_MARK LOGO: SCGS  
 ED1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1092+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 ED1092
 ED1092  HISTORY     - Date     Condition        Report By
 ED1092  HISTORY     - 1982     MONUMENTED       SCGS
 ED1092  HISTORY     - 19910919 GOOD             SCGS
 ED1092  HISTORY     - 20000710 MARK NOT FOUND   SCGS
 ED1092  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1092
 ED1092                          STATION DESCRIPTION
 ED1092
 ED1092'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1092'IN GREENVILLE.
 ED1092'THE MARK IS 0.20 M ABOVE HIGHWAY 25.
 ED1092'AT THE JUNCTION OF INTERSTATE HIGHWAY 85 AND U.S. HIGHWAY 25 BUSINESS
 ED1092'(AUGUSTA ROAD), SET IN THE HEADWALL AT THE NORTHWEST CORNER OF THE
 ED1092'HIGHWAY 25 BRIDGE OVER INTERSTATE 85.
 ED1092'THE MARK IS 1.00 METERS  WSW FROM A WITNESS POST.
 ED1092
 ED1092                          STATION RECOVERY (1991)
 ED1092
 ED1092'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1092'STATION IS LOCATED IN THE WINGWALL AT THE NORTHWEST CORNER OF THE
 ED1092'OVERPASS OF U.S. HIGHWAY 25 OVER INTERSTATE 85 AT THE SOUTH EDGE OF
 ED1092'GREENVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED1092'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A DRILL
 ED1092'MARK IN THE WINGWALL OF THE OVERPASS, 3.0 FEET WEST SOUTHWEST OF A
 ED1092'WITNESS POST.  NOTE-DIFFICULT TRIPOD SETUP FOR GPS OBSERVATION.
 ED1092'RECOVERED BY T. HALL.
 ED1092
 ED1092                          STATION RECOVERY (2000)
 ED1092
 ED1092'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1092'NOT RECOVERED, BRIDGE REPLACED IN 1997, PRESUMED DESTROYED.  RECOVERY
 ED1092'BY D.L.  BRECHLIN.
 ED1092
 ED1092                          STATION RECOVERY (2004)
 ED1092
 ED1092'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1093 ***********************************************************************
 ED1093  DESIGNATION -  23 086
 ED1093  PID         -  ED1093
 ED1093  STATE/COUNTY-  SC/GREENVILLE
 ED1093  USGS QUAD   -  GREENVILLE (1983)
 ED1093
 ED1093                         *CURRENT SURVEY CONTROL
 ED1093  ___________________________________________________________________
 ED1093* NAD 83(1986)-  34 47 42.     (N)    082 23 17.     (W)     SCALED    
 ED1093* NAVD 88     -       252.113  (meters)     827.14   (feet)  ADJUSTED  
 ED1093  ___________________________________________________________________
 ED1093  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 ED1093  DYNAMIC HT  -         251.856 (meters)     826.30  (feet)  COMP
 ED1093  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 ED1093
 ED1093  VERT ORDER  -  FIRST     CLASS II
 ED1093
 ED1093.The horizontal coordinates were scaled from a topographic map and have
 ED1093.an estimated accuracy of +/- 6 seconds.
 ED1093
 ED1093.The orthometric height was determined by differential leveling
 ED1093.and adjusted by the National Geodetic Survey in June 1991..
 ED1093
 ED1093.The geoid height was determined by GEOID03.
 ED1093
 ED1093.The dynamic height is computed by dividing the NAVD 88
 ED1093.geopotential number by the normal gravity value computed on the
 ED1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1093.degrees latitude (g = 980.6199 gals.).
 ED1093
 ED1093.The modeled gravity was interpolated from observed gravity values.
 ED1093
 ED1093;                    North         East    Units  Estimated Accuracy
 ED1093;SPC SC       -   329,310.      482,580.      MT  (+/- 180 meters Scaled)
 ED1093
 ED1093                          SUPERSEDED SURVEY CONTROL
 ED1093
 ED1093  NGVD 29 (??/??/??)  252.203  (m)          827.44   (f) ADJUSTED    1 2
 ED1093
 ED1093.Superseded values are not recommended for survey control.
 ED1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1093.See file dsdata.txt to determine how the superseded data were derived.
 ED1093
 ED1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU730511(NAD 83)
 ED1093_MARKER: DD = SURVEY DISK
 ED1093_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ED1093_SP_SET: CULVERT
 ED1093_STAMPING: VERT 23 086 1982
 ED1093_MARK LOGO: SCGS  
 ED1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1093+STABILITY: SURFACE MOTION
 ED1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1093+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 ED1093
 ED1093  HISTORY     - Date     Condition        Report By
 ED1093  HISTORY     - 1982     MONUMENTED       SCGS
 ED1093  HISTORY     - 19910919 GOOD             SCGS
 ED1093  HISTORY     - 20000710 MARK NOT FOUND   SCGS
 ED1093  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1093
 ED1093                          STATION DESCRIPTION
 ED1093
 ED1093'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1093'3.2 KM (2.0 MI) ESE FROM GANTT.
 ED1093'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 ED1093'2.7 KILOMETERS (1.7 MILES) EAST ALONG FRONTAGE ROAD ALONG THE NORTH
 ED1093'SIDE OF INTERSTATE HIGHWAY 85 FROM THE JUNCTION OF U.S. HIGHWAY 25
 ED1093'BYPASS (WHITE HORSE ROAD), SET IN THE NORTH HEADWALL OF A CULVERT
 ED1093'CROSSING UNDER THE FRONTAGE ROAD AND THE INTERSTATE HIGHWAY,
 ED1093'6.0 METERS (19.7 FEET) NORTH OF THE CENTER OF FRONTAGE ROAD AND
 ED1093'4.1 METERS (13.3 FEET) EAST OF THE EAST END OF THE HEADWALL.
 ED1093
 ED1093                          STATION RECOVERY (1991)
 ED1093
 ED1093'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1093'STATION IS LOCATED 3.8 MILES SOUTH OF GREENVILLE.  OWNERSHIP--SCDHPT,
 ED1093'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1093'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED1093'U.S. HIGHWAY 25 BYPASS (WHITE HORSE ROAD) AND INTERSTATE 85, 4.2
 ED1093'MILES SOUTH SOUTHWEST OF GREENVILLE, GO NORTH ON HIGHWAY 25 FOR 0.05
 ED1093'MILE TO THE JUNCTION OF STATE ROAD 1118 (FRONTAGE ROAD), TURN RIGHT
 ED1093'ON ROAD 1118 FOR 1.65 MILES TO THE STATION ON THE LEFT IN A HEADWALL
 ED1093'OF A CULVERT.  STATION IS A DRILL MARK IN THE HEADWALL OF A LARGE
 ED1093'CULVERT AND 0.5 FOOT BELOW THE ROAD, 13.1 FEET EAST OF THE WEST END
 ED1093'OF THE HEADWALL, 26.0 FEET WEST OF THE EAST END OF THE HEADWALL, 20.1
 ED1093'FEET NORTH OF THE CENTER OF THE ROAD, 26.1 FEET WEST OF A WITNESS
 ED1093'POST.  RECOVERED BY T. HALL.
 ED1093
 ED1093                          STATION RECOVERY (2000)
 ED1093
 ED1093'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1093'NOT RECOVERED, SEARCHED 10 MINUTES, CULVERT REPLACED WITH BRIDGE IN
 ED1093'1997.  RECOVERY BY J.B.  SMOAK.
 ED1093
 ED1093                          STATION RECOVERY (2004)
 ED1093
 ED1093'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1094 ***********************************************************************
 ED1094  DESIGNATION -  23 087
 ED1094  PID         -  ED1094
 ED1094  STATE/COUNTY-  SC/GREENVILLE
 ED1094  USGS QUAD   -  GREENVILLE (1983)
 ED1094
 ED1094                         *CURRENT SURVEY CONTROL
 ED1094  ___________________________________________________________________
 ED1094* NAD 83(1986)-  34 47 36.     (N)    082 24 04.     (W)     SCALED    
 ED1094* NAVD 88     -       272.323  (meters)     893.45   (feet)  ADJUSTED  
 ED1094  ___________________________________________________________________
 ED1094  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 ED1094  DYNAMIC HT  -         272.045 (meters)     892.53  (feet)  COMP
 ED1094  MODELED GRAV-     979,609.5   (mgal)                       NAVD 88
 ED1094
 ED1094  VERT ORDER  -  FIRST     CLASS II
 ED1094
 ED1094.The horizontal coordinates were scaled from a topographic map and have
 ED1094.an estimated accuracy of +/- 6 seconds.
 ED1094
 ED1094.The orthometric height was determined by differential leveling
 ED1094.and adjusted by the National Geodetic Survey in June 1991..
 ED1094
 ED1094.The geoid height was determined by GEOID03.
 ED1094
 ED1094.The dynamic height is computed by dividing the NAVD 88
 ED1094.geopotential number by the normal gravity value computed on the
 ED1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1094.degrees latitude (g = 980.6199 gals.).
 ED1094
 ED1094.The modeled gravity was interpolated from observed gravity values.
 ED1094
 ED1094;                    North         East    Units  Estimated Accuracy
 ED1094;SPC SC       -   329,140.      481,380.      MT  (+/- 180 meters Scaled)
 ED1094
 ED1094                          SUPERSEDED SURVEY CONTROL
 ED1094
 ED1094  NGVD 29 (??/??/??)  272.413  (m)          893.74   (f) ADJUSTED    1 2
 ED1094
 ED1094.Superseded values are not recommended for survey control.
 ED1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1094.See file dsdata.txt to determine how the superseded data were derived.
 ED1094
 ED1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU718510(NAD 83)
 ED1094_MARKER: DD = SURVEY DISK
 ED1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1094_SP_SET: CONCRETE POST
 ED1094_STAMPING: VERT 23 087 1982
 ED1094_MARK LOGO: SCGS  
 ED1094_PROJECTION: FLUSH
 ED1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1094+STABILITY: SURFACE MOTION
 ED1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1094+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 ED1094
 ED1094  HISTORY     - Date     Condition        Report By
 ED1094  HISTORY     - 1982     MONUMENTED       SCGS
 ED1094  HISTORY     - 19910919 GOOD             SCGS
 ED1094  HISTORY     - 20000710 MARK NOT FOUND   SCGS
 ED1094  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1094
 ED1094                          STATION DESCRIPTION
 ED1094
 ED1094'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1094'1.8 KM (1.1 MI) ESE FROM GANTT.
 ED1094'THE MARK IS 0.20 M BELOW FRONTAGE ROAD.
 ED1094'1.4 KILOMETERS (0.9 MILE) EAST ALONG FRONTAGE ROAD ALONG THE NORTH
 ED1094'SIDE OF INTERSTATE HIGHWAY 85 FROM THE JUNCTION OF U.S. HIGHWAY 25
 ED1094'BYPASS (WHITE HORSE ROAD), SET IN THE GRASSY AREA BETWEEN THE
 ED1094'INTERSTATE 85 AND THE FRONTAGE ROAD ACROSS FROM THE DUNEAN LODGE,
 ED1094'20.0 METERS (65.5 FEET) SOUTHWEST OF A POWERPOLE, 7.5 METERS (24.7
 ED1094'FEET) SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 6.2 METERS
 ED1094'(20.4 FEET) NORTH OF A CHAIN LINK FENCE AND 6.7 METERS (22.0 FEET)
 ED1094'NORTH OF A INTERSTATE SIGN FOR EXITING TO WHITE HORSE ROAD.
 ED1094'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 ED1094
 ED1094                          STATION RECOVERY (1991)
 ED1094
 ED1094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1094'STATION IS LOCATED 3.9 MILES SOUTH OF GREENVILLE.  OWNERSHIP--SCDHPT,
 ED1094'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1094'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED1094'U.S. HIGHWAY 25 BYPASS (WHITE HORSE ROAD) AND INTERSTATE 85, 4.2
 ED1094'MILES SOUTH SOUTHWEST OF GREENVILLE, GO NORTH ON HIGHWAY 25 FOR 0.05
 ED1094'MILE TO THE JUNCTION OF STATE ROAD 1118 (FRONTAGE ROAD), TURN RIGHT
 ED1094'ON ROAD 1118 FOR 0.95 MILE TO A WOODEN BUILDING (LOYAL ORDER OF MOOSE
 ED1094'SOUTH GREENVILLE LODGE 749 CHAPTER) ON THE LEFT AND THE STATION ON
 ED1094'THE RIGHT NEAR AN EXIT SIGN ON THE INTERSTATE 85 SOUTHBOUND LANES FOR
 ED1094'THE WHITEHORSE ROAD HIGHWAY 25 EXIT.  STATION IS A CONCRETE POST
 ED1094'RECESSED 1-INCH AND 2.0 FEET BELOW THE ROAD, 24.0 FEET SOUTH OF THE
 ED1094'CENTER OF THE ROAD, 64.5 FEET SOUTH SOUTHWEST OF A POWER POLE WITH
 ED1094'SECURITY LIGHT AND TRANSFORMER, 124.0 FEET SOUTH OF THE FLAG POLE OF
 ED1094'THE LODGE, 20.0 FEET NORTH OF THE INTERSTATE 85 FENCE LINE, 1.8 FEET
 ED1094'WEST OF A WITNESS POST.  RECOVERED BY T. HALL.
 ED1094
 ED1094                          STATION RECOVERY (2000)
 ED1094
 ED1094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1094'NOT RECOVERED, PRESUMED DESTROYED DUE TO INTERSTATE AND FRONTAGE ROAD
 ED1094'WIDENING, SEARCHED FOR 10 MINUTES.  RECOVERY BY J.B.  SMOAK.
 ED1094
 ED1094                          STATION RECOVERY (2004)
 ED1094
 ED1094'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1121 ***********************************************************************
 ED1121  DESIGNATION -  23 088
 ED1121  PID         -  ED1121
 ED1121  STATE/COUNTY-  SC/GREENVILLE
 ED1121  USGS QUAD   -  GREENVILLE (1983)
 ED1121
 ED1121                         *CURRENT SURVEY CONTROL
 ED1121  ___________________________________________________________________
 ED1121* NAD 83(1986)-  34 50 45.     (N)    082 26 07.     (W)     SCALED    
 ED1121* NAVD 88     -       309.654  (meters)    1015.92   (feet)  ADJUSTED  
 ED1121  ___________________________________________________________________
 ED1121  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED1121  DYNAMIC HT  -         309.338 (meters)    1014.89  (feet)  COMP
 ED1121  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 ED1121
 ED1121  VERT ORDER  -  FIRST     CLASS II
 ED1121
 ED1121.The horizontal coordinates were scaled from a topographic map and have
 ED1121.an estimated accuracy of +/- 6 seconds.
 ED1121
 ED1121.The orthometric height was determined by differential leveling
 ED1121.and adjusted by the National Geodetic Survey in June 1991..
 ED1121
 ED1121.The geoid height was determined by GEOID03.
 ED1121
 ED1121.The dynamic height is computed by dividing the NAVD 88
 ED1121.geopotential number by the normal gravity value computed on the
 ED1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1121.degrees latitude (g = 980.6199 gals.).
 ED1121
 ED1121.The modeled gravity was interpolated from observed gravity values.
 ED1121
 ED1121;                    North         East    Units  Estimated Accuracy
 ED1121;SPC SC       -   335,000.      478,330.      MT  (+/- 180 meters Scaled)
 ED1121
 ED1121                          SUPERSEDED SURVEY CONTROL
 ED1121
 ED1121  NGVD 29 (??/??/??)  309.741  (m)         1016.21   (f) ADJUSTED    1 2
 ED1121
 ED1121.Superseded values are not recommended for survey control.
 ED1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1121.See file dsdata.txt to determine how the superseded data were derived.
 ED1121
 ED1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU687568(NAD 83)
 ED1121_MARKER: DB = BENCH MARK DISK
 ED1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED1121_SP_SET: SIDEWALK
 ED1121_STAMPING: VERT 23 088 1982
 ED1121_MARK LOGO: SCGS  
 ED1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1121
 ED1121  HISTORY     - Date     Condition        Report By
 ED1121  HISTORY     - 1982     MONUMENTED       SCGS
 ED1121
 ED1121                          STATION DESCRIPTION
 ED1121
 ED1121'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1121'IN WEST GREENVILLE.
 ED1121'1.8 KILOMETERS (1.15 MILES) EAST ALONG STATE HIGHWAY 124 (PENDLETON
 ED1121'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 25 BYPASS (WHITE HORSE ROAD)
 ED1121'SET IN THE SIDEWALK AT THE NORTHWEST CORNER OF THE BRIDGE OVERPASSING
 ED1121'A SET OF RAILROAD TRACKS.
 ED1121'THE MARK IS ABOVE LEVEL WITH HIGHWAY 124.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1091 ***********************************************************************
 ED1091  DESIGNATION -  23 089
 ED1091  PID         -  ED1091
 ED1091  STATE/COUNTY-  SC/GREENVILLE
 ED1091  USGS QUAD   -  MAULDIN (1983)
 ED1091
 ED1091                         *CURRENT SURVEY CONTROL
 ED1091  ___________________________________________________________________
 ED1091* NAD 83(1986)-  34 47 59.     (N)    082 22 10.     (W)     SCALED    
 ED1091* NAVD 88     -       272.392  (meters)     893.67   (feet)  ADJUSTED  
 ED1091  ___________________________________________________________________
 ED1091  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 ED1091  DYNAMIC HT  -         272.115 (meters)     892.76  (feet)  COMP
 ED1091  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 ED1091
 ED1091  VERT ORDER  -  FIRST     CLASS II
 ED1091
 ED1091.The horizontal coordinates were scaled from a topographic map and have
 ED1091.an estimated accuracy of +/- 6 seconds.
 ED1091
 ED1091.The orthometric height was determined by differential leveling
 ED1091.and adjusted by the National Geodetic Survey in June 1991..
 ED1091
 ED1091.The geoid height was determined by GEOID03.
 ED1091
 ED1091.The dynamic height is computed by dividing the NAVD 88
 ED1091.geopotential number by the normal gravity value computed on the
 ED1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1091.degrees latitude (g = 980.6199 gals.).
 ED1091
 ED1091.The modeled gravity was interpolated from observed gravity values.
 ED1091
 ED1091;                    North         East    Units  Estimated Accuracy
 ED1091;SPC SC       -   329,810.      484,290.      MT  (+/- 180 meters Scaled)
 ED1091
 ED1091                          SUPERSEDED SURVEY CONTROL
 ED1091
 ED1091  NGVD 29 (12/12/91)  272.484  (m)          893.97   (f) ADJUSTED    1 2
 ED1091
 ED1091.Superseded values are not recommended for survey control.
 ED1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1091.See file dsdata.txt to determine how the superseded data were derived.
 ED1091
 ED1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU747516(NAD 83)
 ED1091_MARKER: DD = SURVEY DISK
 ED1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED1091_SP_SET: BRIDGE WINGWALL
 ED1091_STAMPING: VERT 23 089 1982
 ED1091_MARK LOGO: SCGS  
 ED1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1091+STABILITY: SURFACE MOTION
 ED1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1091+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 ED1091
 ED1091  HISTORY     - Date     Condition        Report By
 ED1091  HISTORY     - 1982     MONUMENTED       SCGS
 ED1091  HISTORY     - 19910923 GOOD             SCGS
 ED1091  HISTORY     - 20000731 MARK NOT FOUND   SCGS
 ED1091  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1091
 ED1091                          STATION DESCRIPTION
 ED1091
 ED1091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1091'7.2 KM (4.5 MI) SSE FROM GREENVILLE.
 ED1091'AT THE JUNCTION OF INTERSTATE 85 AND MAULDIN ROAD, AT THE EAST SIDE
 ED1091'OF GREENVILLE, SET IN THE HEADWALL AT THE SOUTH CORNER OF THE BRIDGE
 ED1091'OVERPASS OVER INTERSTATE HIGHWAY 85.
 ED1091
 ED1091                          STATION RECOVERY (1991)
 ED1091
 ED1091'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1091'STATION IS LOCATED IN THE WINGWALL AT THE SOUTH CORNER OF THE
 ED1091'OVERPASS OF STATE ROAD 30 (MAULDIN ROAD) OVER INTERSTATE 85, 3.75
 ED1091'MILES SOUTH SOUTHEAST OF GREENVILLE, 3.7 MILES NORTHWEST OF MAULDIN.
 ED1091'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1091'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A DRILL MARK IN
 ED1091'THE WINGWALL OF THE OVERPASS.  NOTE-DIFFICULT SETUP FOR GPS
 ED1091'OBSERVATION.  RECOVERED BY T. HALL.
 ED1091
 ED1091                          STATION RECOVERY (2000)
 ED1091
 ED1091'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1091'NOT RECOVERED, BRIDGE DESTROYED AND NEW BRIDGE BUILT IN 1997, PRESUMED
 ED1091'DESTROYED.  RECOVERY BY J.B.  SMOAK.
 ED1091
 ED1091                          STATION RECOVERY (2004)
 ED1091
 ED1091'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1120 ***********************************************************************
 ED1120  DESIGNATION -  23 089 POST
 ED1120  PID         -  ED1120
 ED1120  STATE/COUNTY-  SC/GREENVILLE
 ED1120  USGS QUAD   -  GREENVILLE (1983)
 ED1120
 ED1120                         *CURRENT SURVEY CONTROL
 ED1120  ___________________________________________________________________
 ED1120* NAD 83(1986)-  34 50 39.     (N)    082 25 11.     (W)     SCALED    
 ED1120* NAVD 88     -       310.118  (meters)    1017.45   (feet)  ADJUSTED  
 ED1120  ___________________________________________________________________
 ED1120  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED1120  DYNAMIC HT  -         309.801 (meters)    1016.41  (feet)  COMP
 ED1120  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 ED1120
 ED1120  VERT ORDER  -  FIRST     CLASS II
 ED1120
 ED1120.The horizontal coordinates were scaled from a topographic map and have
 ED1120.an estimated accuracy of +/- 6 seconds.
 ED1120
 ED1120.The orthometric height was determined by differential leveling
 ED1120.and adjusted by the National Geodetic Survey in June 1991..
 ED1120
 ED1120.The geoid height was determined by GEOID03.
 ED1120
 ED1120.The dynamic height is computed by dividing the NAVD 88
 ED1120.geopotential number by the normal gravity value computed on the
 ED1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1120.degrees latitude (g = 980.6199 gals.).
 ED1120
 ED1120.The modeled gravity was interpolated from observed gravity values.
 ED1120
 ED1120;                    North         East    Units  Estimated Accuracy
 ED1120;SPC SC       -   334,800.      479,760.      MT  (+/- 180 meters Scaled)
 ED1120
 ED1120                          SUPERSEDED SURVEY CONTROL
 ED1120
 ED1120  NGVD 29 (??/??/??)  310.205  (m)         1017.73   (f) ADJUSTED    1 2
 ED1120
 ED1120.Superseded values are not recommended for survey control.
 ED1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1120.See file dsdata.txt to determine how the superseded data were derived.
 ED1120
 ED1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU701566(NAD 83)
 ED1120_MARKER: DD = SURVEY DISK
 ED1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1120_SP_SET: CONCRETE POST
 ED1120_STAMPING: VERT 23 089 POST 1982
 ED1120_MARK LOGO: SCGS  
 ED1120_PROJECTION: FLUSH
 ED1120_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1120+STABILITY: SURFACE MOTION
 ED1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1120+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 ED1120
 ED1120  HISTORY     - Date     Condition        Report By
 ED1120  HISTORY     - 1982     MONUMENTED       SCGS
 ED1120  HISTORY     - 20000808 GOOD             SCGS
 ED1120  HISTORY     - 20041014 GOOD             USPSQD
 ED1120  HISTORY     - 20051107 GOOD             USPSQD
 ED1120
 ED1120                          STATION DESCRIPTION
 ED1120
 ED1120'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1120'IN GREENVILLE.
 ED1120'2.1 KILOMETERS (1.3 MILES) SOUTH ALONG MAIN STREET FROM THE
 ED1120'CITY HALL IN GREENVILLE (MAIN STREET TURNS INTO STATE HIGHWAY 124),
 ED1120'SET IN THE NORTH ANGLE OF THE INTERSECTION OF STATE HIGHWAY 124 AND
 ED1120'U.S. HIGHWAY 123 BY A SIGN FOR THE BANKERS TRUST BANK, 9.1 METERS
 ED1120'(30.0 FEET) NORTHWEST OF THE NORTHWEST CURB OF HIGHWAY 123,
 ED1120'5.0 METERS (16.6 FEET) NORTHEAST OF THE NORTHEAST CURB OF HIGHWAY 124,
 ED1120'3.0 METERS (10.0 FEET) NORTHWEST OF A 28 INCH OAK TREE IN THE CORNER
 ED1120'OF THE INTERSECTION, 1.5 METERS (4.9 FEET) SOUTHWEST OF THE
 ED1120'SOUTHWEST CORNER OF THE CONCRETE BASE SUPPORTING THE SIGN AND 8.0
 ED1120'METERS (26.5 FEET) SOUTHEAST OF A FIRE HYDRANT.
 ED1120'THE MARK IS 4.50 METERS  N FROM A WITNESS POST.
 ED1120'THE MARK IS ABOVE LEVEL WITH HIGHWAY 124.
 ED1120
 ED1120                          STATION RECOVERY (2000)
 ED1120
 ED1120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1120'STATION IS LOCATED NEAR A BANK OF AMERICA SIGN IN THE NORTH ANGLE OF
 ED1120'THE JUNCTION OF STATE HIGHWAY 124 (PENDLETON STREET) AND U.S. HIGHWAY
 ED1120'123 (ACADEMY STREET/EASLEY BRIDGE ROAD) .  1.5 MILES (2.4 KM) WEST
 ED1120'SOUTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1120'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1120'803-737-1350.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 ED1120'AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 15.9 FEET (4.8 M) NORTH
 ED1120'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE CURB OF HIGHWAY 124,
 ED1120'23.5 FEET (7.2 M) NORTH NORTHWEST OF THE CENTER OF A CATCH BASIN
 ED1120'GRATE, 38.5 FEET (11.7 M) WEST OF A POWER POLE WITH A SECURITY LIGHT
 ED1120'AND TWO GUY WIRES, 7.1 FEET (2.2 M) SOUTH SOUTHWEST OF THE SOUTHWEST
 ED1120'CORNER OF A SIGN FOR THE BANK OF AMERICA, 26.0 FEET (7.9 M) EAST OF A
 ED1120'FIRE HYDRANT, 12.4 FEET (3.8 M) NORTH NORTHWEST OF A WITNESS POST.
 ED1120
 ED1120                          STATION RECOVERY (2004)
 ED1120
 ED1120'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1120'RECOVERED IN GOOD CONDITION.
 ED1120
 ED1120                          STATION RECOVERY (2005)
 ED1120
 ED1120'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1119 ***********************************************************************
 ED1119  DESIGNATION -  23 090
 ED1119  PID         -  ED1119
 ED1119  STATE/COUNTY-  SC/GREENVILLE
 ED1119  USGS QUAD   -  GREENVILLE (1983)
 ED1119
 ED1119                         *CURRENT SURVEY CONTROL
 ED1119  ___________________________________________________________________
 ED1119* NAD 83(1986)-  34 50 24.     (N)    082 23 55.     (W)     SCALED    
 ED1119* NAVD 88     -       278.428  (meters)     913.48   (feet)  ADJUSTED  
 ED1119  ___________________________________________________________________
 ED1119  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED1119  DYNAMIC HT  -         278.144 (meters)     912.54  (feet)  COMP
 ED1119  MODELED GRAV-     979,607.2   (mgal)                       NAVD 88
 ED1119
 ED1119  VERT ORDER  -  FIRST     CLASS II
 ED1119
 ED1119.The horizontal coordinates were scaled from a topographic map and have
 ED1119.an estimated accuracy of +/- 6 seconds.
 ED1119
 ED1119.The orthometric height was determined by differential leveling
 ED1119.and adjusted by the National Geodetic Survey in June 1991..
 ED1119
 ED1119.The geoid height was determined by GEOID03.
 ED1119
 ED1119.The dynamic height is computed by dividing the NAVD 88
 ED1119.geopotential number by the normal gravity value computed on the
 ED1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1119.degrees latitude (g = 980.6199 gals.).
 ED1119
 ED1119.The modeled gravity was interpolated from observed gravity values.
 ED1119
 ED1119;                    North         East    Units  Estimated Accuracy
 ED1119;SPC SC       -   334,310.      481,680.      MT  (+/- 180 meters Scaled)
 ED1119
 ED1119                          SUPERSEDED SURVEY CONTROL
 ED1119
 ED1119  NGVD 29 (??/??/??)  278.516  (m)          913.76   (f) ADJUSTED    1 2
 ED1119
 ED1119.Superseded values are not recommended for survey control.
 ED1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1119.See file dsdata.txt to determine how the superseded data were derived.
 ED1119
 ED1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU721561(NAD 83)
 ED1119_MARKER: DD = SURVEY DISK
 ED1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1119_SP_SET: CONCRETE POST
 ED1119_STAMPING: VERT 23 090 1982
 ED1119_MARK LOGO: SCGS  
 ED1119_PROJECTION: FLUSH
 ED1119_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1119+STABILITY: SURFACE MOTION
 ED1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1119+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 ED1119
 ED1119  HISTORY     - Date     Condition        Report By
 ED1119  HISTORY     - 1982     MONUMENTED       SCGS
 ED1119  HISTORY     - 20000808 GOOD             SCGS
 ED1119  HISTORY     - 20041007 GOOD             USPSQD
 ED1119  HISTORY     - 20060202 GOOD             USPSQD
 ED1119
 ED1119                          STATION DESCRIPTION
 ED1119
 ED1119'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1119'IN GREENVILLE.
 ED1119'1.4 KILOMETERS (0.9 MILE) SOUTHWEST ALONG CHURCH STREET FROM THE
 ED1119'GREENVILLE COUNTY COURT HOUSE, THENCE 0.1 KILOMETER (0.05 MILE) EAST
 ED1119'ALONG UNIVERSITY RIDGE ROAD, SET IN THE FRONT YARD OF THE GEER DRUG
 ED1119'COMPANY, 13.1 METERS (43.0 FEET) NORTH OF THE CENTERLINE OF
 ED1119'UNIVERSITY RIDGE ROAD, 4.6 METERS (15.0 FEET) NORTHWEST OF THE
 ED1119'CENTER OF A WATER METER COVER, 1.2 METERS (3.8 FEET) SOUTH OF THE
 ED1119'SOUTHEAST CORNER OF A FOUR FOOT HIGH BRICK PLANTER IN FRONT OF THE
 ED1119'BUILDING AND 14.8 METERS (48.5 FEET) EAST SOUTHEAST OF THE CENTER
 ED1119'OF THE DOUBLE FRONT ENTRANCE DOORS.
 ED1119'THE MARK IS 1.00 M ABOVE UNIVERSITY RIDGE ROAD.
 ED1119
 ED1119                          STATION RECOVERY (2000)
 ED1119
 ED1119'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1119'STATION IS LOCATED IN GREENVILLE.  OWNERSHIP--CAMERON AND BARKLEY
 ED1119'COMPANY, 415 UNIVERSITY RIDGE ROAD, GREENVILLE, SC 29601.  TO REACH
 ED1119'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 (AUGUSTA STREET) AND
 ED1119'U.S.  HIGHWAY 29 (MILLS STREET/ SOUTH CHURCH STREET) , 1.5 MILES (2.4
 ED1119'KM) SOUTHWEST OF GREENVILLE, GO NORTH NORTHEAST ON STATE HIGHWAY 29
 ED1119'FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF A PAVED ROAD (UNIVERSITY
 ED1119'RIDGE ROAD) , TURN RIGHT ON UNIVERSITY RIDGE ROAD FOR 0.05 MILE (0.08
 ED1119'KM) TO THE STATION ON THE LEFT OPPOSITE THE JUNCTION OF BRIAR STREET
 ED1119'RIGHT.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0
 ED1119'FOOT (0.3 M) ABOVE THE ROAD, 3.5 FEET (1.1 M) SOUTH OF THE SOUTHEAST
 ED1119'CORNER OF A 4.0-FOOT BRICK PLANTER, 15.1 FEET (4.6 M) NORTH NORTHWEST
 ED1119'OF THE CENTER OF A WATER METER COVER, 27.3 FEET (8.3 M) NORTH OF THE
 ED1119'CENTER OF A STORM DRAIN MANHOLE COVER, 42.9 FEET (13.1 M) NORTH OF THE
 ED1119'CENTER OF UNIVERSITY RIDGE ROAD, 68.7 FEET (20.9 M) EAST OF A METAL
 ED1119'FLAGPOLE, 6.7 FEET (2.0 M) SOUTH OF A WITNESS POST.
 ED1119
 ED1119                          STATION RECOVERY (2004)
 ED1119
 ED1119'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 ED1119'RECOVERED IN GOOD CONDITION.
 ED1119
 ED1119                          STATION RECOVERY (2006)
 ED1119
 ED1119'RECOVERY NOTE BY US POWER SQUADRON 2006
 ED1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1090 ***********************************************************************
 ED1090  DESIGNATION -  23 091
 ED1090  PID         -  ED1090
 ED1090  STATE/COUNTY-  SC/GREENVILLE
 ED1090  USGS QUAD   -  MAULDIN (1983)
 ED1090
 ED1090                         *CURRENT SURVEY CONTROL
 ED1090  ___________________________________________________________________
 ED1090* NAD 83(1986)-  34 48 06.     (N)    082 21 22.     (W)     SCALED    
 ED1090* NAVD 88     -       281.284  (meters)     922.85   (feet)  ADJUSTED  
 ED1090  ___________________________________________________________________
 ED1090  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 ED1090  DYNAMIC HT  -         280.997 (meters)     921.90  (feet)  COMP
 ED1090  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 ED1090
 ED1090  VERT ORDER  -  FIRST     CLASS II
 ED1090
 ED1090.The horizontal coordinates were scaled from a topographic map and have
 ED1090.an estimated accuracy of +/- 6 seconds.
 ED1090
 ED1090.The orthometric height was determined by differential leveling
 ED1090.and adjusted by the National Geodetic Survey in June 1991..
 ED1090
 ED1090.The geoid height was determined by GEOID03.
 ED1090
 ED1090.The dynamic height is computed by dividing the NAVD 88
 ED1090.geopotential number by the normal gravity value computed on the
 ED1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1090.degrees latitude (g = 980.6199 gals.).
 ED1090
 ED1090.The modeled gravity was interpolated from observed gravity values.
 ED1090
 ED1090;                    North         East    Units  Estimated Accuracy
 ED1090;SPC SC       -   330,010.      485,510.      MT  (+/- 180 meters Scaled)
 ED1090
 ED1090                          SUPERSEDED SURVEY CONTROL
 ED1090
 ED1090  NGVD 29 (12/12/91)  281.375  (m)          923.14   (f) ADJUSTED    1 2
 ED1090
 ED1090.Superseded values are not recommended for survey control.
 ED1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1090.See file dsdata.txt to determine how the superseded data were derived.
 ED1090
 ED1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU759518(NAD 83)
 ED1090_MARKER: DD = SURVEY DISK
 ED1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1090_SP_SET: CONCRETE POST
 ED1090_STAMPING: VERT 23 091 1982
 ED1090_MARK LOGO: SCGS  
 ED1090_PROJECTION: FLUSH
 ED1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1090+STABILITY: SURFACE MOTION
 ED1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1090+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 ED1090
 ED1090  HISTORY     - Date     Condition        Report By
 ED1090  HISTORY     - 1982     MONUMENTED       SCGS
 ED1090  HISTORY     - 19910923 GOOD             SCGS
 ED1090  HISTORY     - 20000725 MARK NOT FOUND   SCGS
 ED1090  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1090
 ED1090                          STATION DESCRIPTION
 ED1090
 ED1090'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1090'6.9 KM (4.3 MI) SE FROM GREENVILLE.
 ED1090'THE MARK IS 1.30 M BELOW YARD.
 ED1090'2.3 KILOMETERS (1.4 MILES) SOUTHWEST ALONG FRONTAGE ROAD ON THE
 ED1090'SOUTHEAST SIDE OF INTERSTATE HIGHWAY 85 FROM THE JUNCTION OF U.S.
 ED1090'HGHWAY 176 AND INTERSTATE HIGHWAY 85, SET IN THE FRONT YARD OF THE
 ED1090'BELL PHARMACEUTICAL CORPORATION, IN LINE WITH A ROW OF TREES,
 ED1090'19.8 METERS (65.0 FEET) SOUTH OF THE CENTERLINE OF FRONTAGE ROAD,
 ED1090'28.0 METERS (92.0 FEET) NORTHEAST OF THE CENTER OF THE DOUBLE
 ED1090'ENTRANCE DOORS, 8.0 METERS (26.5 FEET) WEST OF A 10 INCH OAK TREE,
 ED1090'10.9 METERS (36.0 FEET) EAST OF A 6 INCH MAGNOLIA TREE AND 9,7 METERS
 ED1090'(32.0 FEET) NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 ED1090
 ED1090                          STATION RECOVERY (1991)
 ED1090
 ED1090'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1090'STATION IS LOCATED 4.0 MILES SOUTHEAST OF GREENVILLE.
 ED1090'OWNERSHIP--PERRIGO COMPANY OF SOUTH CAROLINA, P.O. BOX 1968,
 ED1090'GREENVILLE, SC 29602, PHONE 803-288-5521.  TO REACH THE STATION FROM
 ED1090'THE JUNCTION OVERPASS OF INTERSTATE 85 AND U.S. HIGHWAY 276, 4.2
 ED1090'MILES SOUTHEAST OF GREENVILLE, GO SOUTHEAST ON HIGHWAY 276 FOR 0.15
 ED1090'MILE TO THE JUNCTION OF STATE ROAD 1108 (FRONTAGE ROAD), TURN RIGHT
 ED1090'ON THE FRONTAGE ROAD FOR 0.5 MILE TO THE JUNCTION OF RIDGE ROAD AND
 ED1090'ROAD 1108 (DAIRY DRIVE) AHEAD, CONTINUE AHEAD ON ROAD 1108 FOR 0.95
 ED1090'MILE TO A PAVED ENTRANCE DRIVEWAY LEFT TO A VISITORS PARKING AREA,
 ED1090'TURN LEFT ON THE ENTRANCE DRIVE FOR 0.05 MILE TO THE STATION ON THE
 ED1090'RIGHT IN FRONT OF THE OFFICE ENTRANCE OF PERRIGO COMPANY.  STATION IS
 ED1090'A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW THE ROAD,
 ED1090'28.1 FEET WEST OF A 14-INCH OAK TREE WITH A SCGS REFERENCE WASHER
 ED1090'ATTACHED, 58.0 FEET NORTH OF THE NORTHEAST CORNER OF THE BUILDING,
 ED1090'36.0 FEET EAST OF AN 8-INCH MAGNOLIA TREE, 63.6 FEET SOUTH OF THE
 ED1090'CENTER OF DAIRY DRIVE, 31.9 FEET NORTH OF THE NORTH EDGE OF A
 ED1090'SIDEWALK.  RECOVERED BY T. HALL.
 ED1090
 ED1090                          STATION RECOVERY (2000)
 ED1090
 ED1090'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1090'NOT RECOVERED, AREA HAS BEEN RE-DEVELOPED, SEARCHED FOR 15 MINUTES.
 ED1090'RECOVERY BY R.P.  MCKEOWN.
 ED1090
 ED1090                          STATION RECOVERY (2004)
 ED1090
 ED1090'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1087 ***********************************************************************
 ED1087  DESIGNATION -  23 092
 ED1087  PID         -  ED1087
 ED1087  STATE/COUNTY-  SC/GREENVILLE
 ED1087  USGS QUAD   -  MAULDIN (1983)
 ED1087
 ED1087                         *CURRENT SURVEY CONTROL
 ED1087  ___________________________________________________________________
 ED1087* NAD 83(1986)-  34 48 49.     (N)    082 20 12.     (W)     SCALED    
 ED1087* NAVD 88     -       288.040  (meters)     945.01   (feet)  ADJUSTED  
 ED1087  ___________________________________________________________________
 ED1087  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 ED1087  DYNAMIC HT  -         287.747 (meters)     944.05  (feet)  COMP
 ED1087  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 ED1087
 ED1087  VERT ORDER  -  FIRST     CLASS II
 ED1087
 ED1087.The horizontal coordinates were scaled from a topographic map and have
 ED1087.an estimated accuracy of +/- 6 seconds.
 ED1087
 ED1087.The orthometric height was determined by differential leveling
 ED1087.and adjusted by the National Geodetic Survey in June 1991..
 ED1087
 ED1087.The geoid height was determined by GEOID03.
 ED1087
 ED1087.The dynamic height is computed by dividing the NAVD 88
 ED1087.geopotential number by the normal gravity value computed on the
 ED1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1087.degrees latitude (g = 980.6199 gals.).
 ED1087
 ED1087.The modeled gravity was interpolated from observed gravity values.
 ED1087
 ED1087;                    North         East    Units  Estimated Accuracy
 ED1087;SPC SC       -   331,310.      487,310.      MT  (+/- 180 meters Scaled)
 ED1087
 ED1087                          SUPERSEDED SURVEY CONTROL
 ED1087
 ED1087  NGVD 29 (12/12/91)  288.132  (m)          945.31   (f) ADJUSTED    1 2
 ED1087
 ED1087.Superseded values are not recommended for survey control.
 ED1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1087.See file dsdata.txt to determine how the superseded data were derived.
 ED1087
 ED1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU777531(NAD 83)
 ED1087_MARKER: DD = SURVEY DISK
 ED1087_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ED1087_SP_SET: PIER
 ED1087_STAMPING: VERT 23 092 1982
 ED1087_MARK LOGO: SCGS  
 ED1087_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1087+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED1087
 ED1087  HISTORY     - Date     Condition        Report By
 ED1087  HISTORY     - 1982     MONUMENTED       SCGS
 ED1087  HISTORY     - 19911015 GOOD             SCGS
 ED1087  HISTORY     - 20000731 GOOD             SCGS
 ED1087  HISTORY     - 20040702 GOOD             USPSQD
 ED1087  HISTORY     - 20051011 GOOD             USPSQD
 ED1087
 ED1087                          STATION DESCRIPTION
 ED1087
 ED1087'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1087'6.9 KM (4.3 MI) SOUTH FROM GREENVILLE.
 ED1087'THE MARK IS 1.10 M ABOVE HIGHWAY 276.
 ED1087'AT THE JUNCTION OF INTERSTATE HIGHWAY 85 AND U.S. HIGHWAY 176
 ED1087'(LAURENS ROAD), SET VERTICALLY IN THE NORTHEAST FACE OF THE CENTER
 ED1087'PILLAR OF THE MOST SOUTHWEST SET OF PILLARS OF SOUTHWEST BOUND
 ED1087'LANE OF INTERSTATE HIGHWAY 85, 1.3 METERS (4.4 FEET) SOUTHWEST OF
 ED1087'THE SOUTHWEST CURB OF HIGHWAY 276.
 ED1087
 ED1087                          STATION RECOVERY (1991)
 ED1087
 ED1087'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1087'STATION IS LOCATED VERTICALLY IN THE NORTHEAST FACE OF THE SECOND
 ED1087'PIER FROM THE NORTHWEST END OF THE OVERPASS OF INTERSTATE 85 OVER
 ED1087'U.S. HIGHWAY 276 (LAURENS ROAD).  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED1087'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1087'803-737-1350.  STATION IS A DRILL MARK SET VERTICALLY IN THE OVERPASS
 ED1087'PIER, 3.4 FEET ABOVE THE CONCRETE SIDEWALK.  RECOVERED BY T. HALL.
 ED1087
 ED1087                          STATION RECOVERY (2000)
 ED1087
 ED1087'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1087'STATION IS LOCATED VERTICALLY IN THE SECOND PIER FROM THE NORTHEAST
 ED1087'CORNER OF THE BRIDGE AT THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED1087'U.S.  HIGHWAY 276 (LAURENS ROAD) AND ON THE NORTHEAST SIDE OF THE
 ED1087'PIER.  4.2 MILES (6.8 KM) SOUTHEAST OF GREENVILLE, 7.0 MILES (11.3 KM)
 ED1087'NORTHWEST OF FOUNTAIN INN.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1087'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1087'803-737-1350.  STATION IS A DISK SET VERTICALLY IN A DRILL HOLE IN THE
 ED1087'CONCRETE PIER, 3.5 FEET (1.1 M) ABOVE THE LEVEL OF HIGHWAY 276.
 ED1087'RECOVERED BY R.P.  MCKEOWN.
 ED1087
 ED1087                          STATION RECOVERY (2004)
 ED1087
 ED1087'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1087'RECOVERED IN GOOD CONDITION.
 ED1087
 ED1087                          STATION RECOVERY (2005)
 ED1087
 ED1087'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1086 ***********************************************************************
 ED1086  DESIGNATION -  23 093
 ED1086  PID         -  ED1086
 ED1086  STATE/COUNTY-  SC/GREENVILLE
 ED1086  USGS QUAD   -  MAULDIN (1983)
 ED1086
 ED1086                         *CURRENT SURVEY CONTROL
 ED1086  ___________________________________________________________________
 ED1086* NAD 83(1986)-  34 49 13.     (N)    082 19 02.     (W)     SCALED    
 ED1086* NAVD 88     -       292.976  (meters)     961.21   (feet)  ADJUSTED  
 ED1086  ___________________________________________________________________
 ED1086  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED1086  DYNAMIC HT  -         292.679 (meters)     960.23  (feet)  COMP
 ED1086  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 ED1086
 ED1086  VERT ORDER  -  FIRST     CLASS II
 ED1086
 ED1086.The horizontal coordinates were scaled from a topographic map and have
 ED1086.an estimated accuracy of +/- 6 seconds.
 ED1086
 ED1086.The orthometric height was determined by differential leveling
 ED1086.and adjusted by the National Geodetic Survey in June 1991..
 ED1086
 ED1086.The geoid height was determined by GEOID03.
 ED1086
 ED1086.The dynamic height is computed by dividing the NAVD 88
 ED1086.geopotential number by the normal gravity value computed on the
 ED1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1086.degrees latitude (g = 980.6199 gals.).
 ED1086
 ED1086.The modeled gravity was interpolated from observed gravity values.
 ED1086
 ED1086;                    North         East    Units  Estimated Accuracy
 ED1086;SPC SC       -   332,030.      489,100.      MT  (+/- 180 meters Scaled)
 ED1086
 ED1086                          SUPERSEDED SURVEY CONTROL
 ED1086
 ED1086  NGVD 29 (??/??/??)  293.069  (m)          961.51   (f) ADJUSTED    1 2
 ED1086
 ED1086.Superseded values are not recommended for survey control.
 ED1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1086.See file dsdata.txt to determine how the superseded data were derived.
 ED1086
 ED1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU795539(NAD 83)
 ED1086_MARKER: DD = SURVEY DISK
 ED1086_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ED1086_SP_SET: PIER
 ED1086_STAMPING: VERT 23 093 1982
 ED1086_MARK LOGO: SCGS  
 ED1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1086+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED1086
 ED1086  HISTORY     - Date     Condition        Report By
 ED1086  HISTORY     - 1982     MONUMENTED       SCGS
 ED1086  HISTORY     - 19910923 GOOD             SCGS
 ED1086  HISTORY     - 20000731 GOOD             SCGS
 ED1086  HISTORY     - 20040702 GOOD             USPSQD
 ED1086  HISTORY     - 20051011 GOOD             USPSQD
 ED1086
 ED1086                          STATION DESCRIPTION
 ED1086
 ED1086'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1086'6.9 KM (4.3 MI) ESE FROM GREENVILLE.
 ED1086'THE MARK IS 1.10 M ABOVE INTERSTATE 85.
 ED1086'1.8 KILOMETERS (1.15 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 85,
 ED1086'FROM THE JUNCTION OF U.S. HIGHWAY 176, SET VERTICALLY IN THE NORTHWEST
 ED1086'FACE OF THE CENTER PIER OF THE MOST SOUTHEAST SET OF PIERS OF THE
 ED1086'OVERHEAD BRIDGE.
 ED1086
 ED1086                          STATION RECOVERY (1991)
 ED1086
 ED1086'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1086'STATION IS LOCATED 4.9 MILES SOUTHEAST OF GREENVILLE, 2.9 MILES NORTH
 ED1086'OF MAULDIN.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED1086'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 ED1086'STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 276 (LAURENS
 ED1086'ROAD) AND INTERSTATE 85, 4.2 MILES SOUTHEAST OF GREENVILLE, GO EAST
 ED1086'ON HIGHWAY 85 FOR 1.2 MILES TO AN OVERHEAD BRIDGE CROSSING ABOVE
 ED1086'HIGHWAY 85 AND THE STATION ON THE RIGHT IN THE NORTHWEST FACE OF THE
 ED1086'CENTER PIER ON THE SOUTHEAST SIDE OF THE HIGHWAY.  STATION IS A DRILL
 ED1086'MARK IN PIER OF BRIDGE AND 3.2 FEET ABOVE THE HIGHWAY.  RECOVERED BY
 ED1086'T. HALL.
 ED1086
 ED1086                          STATION RECOVERY (2000)
 ED1086
 ED1086'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1086'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTHEAST OF GREENVILLE, 6.7
 ED1086'MILES (10.8 KM) NORTHWEST OF SIMPSONVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED1086'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1086'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED1086'INTERSTATE 85 AND U.S.  HIGHWAY 276, 4.2 MILES (6.8 KM) SOUTHEAST OF
 ED1086'GREENVILLE, GO EAST ON HIGHWAY 85 FOR 1.1 MILES (1.8 KM) TO THE
 ED1086'STATION ON THE RIGHT SET INTO THE CENTER PIER OF A BRIDGE OVER
 ED1086'INTERSTATE HIGHWAY 85.  STATION IS A DISK SET VERTICALLY IN A DRILL
 ED1086'HOLE IN THE CONCRETE PIER, 3.5 FEET (1.1 M) ABOVE THE LEVEL OF HIGHWAY
 ED1086'85.  RECOVERED BY R.P.  MCKEOWN.
 ED1086
 ED1086                          STATION RECOVERY (2004)
 ED1086
 ED1086'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1086'RECOVERED IN GOOD CONDITION.
 ED1086
 ED1086                          STATION RECOVERY (2005)
 ED1086
 ED1086'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1085 ***********************************************************************
 ED1085  DESIGNATION -  23 094
 ED1085  PID         -  ED1085
 ED1085  STATE/COUNTY-  SC/GREENVILLE
 ED1085  USGS QUAD   -  MAULDIN (1983)
 ED1085
 ED1085                         *CURRENT SURVEY CONTROL
 ED1085  ___________________________________________________________________
 ED1085* NAD 83(1986)-  34 49 44.     (N)    082 18 10.     (W)     SCALED    
 ED1085* NAVD 88     -       307.615  (meters)    1009.23   (feet)  ADJUSTED  
 ED1085  ___________________________________________________________________
 ED1085  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 ED1085  DYNAMIC HT  -         307.303 (meters)    1008.21  (feet)  COMP
 ED1085  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 ED1085
 ED1085  VERT ORDER  -  FIRST     CLASS II
 ED1085
 ED1085.The horizontal coordinates were scaled from a topographic map and have
 ED1085.an estimated accuracy of +/- 6 seconds.
 ED1085
 ED1085.The orthometric height was determined by differential leveling
 ED1085.and adjusted by the National Geodetic Survey in June 1991..
 ED1085
 ED1085.The geoid height was determined by GEOID03.
 ED1085
 ED1085.The dynamic height is computed by dividing the NAVD 88
 ED1085.geopotential number by the normal gravity value computed on the
 ED1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1085.degrees latitude (g = 980.6199 gals.).
 ED1085
 ED1085.The modeled gravity was interpolated from observed gravity values.
 ED1085
 ED1085;                    North         East    Units  Estimated Accuracy
 ED1085;SPC SC       -   332,960.      490,430.      MT  (+/- 180 meters Scaled)
 ED1085
 ED1085                          SUPERSEDED SURVEY CONTROL
 ED1085
 ED1085  NGVD 29 (??/??/??)  307.709  (m)         1009.54   (f) ADJUSTED    1 2
 ED1085
 ED1085.Superseded values are not recommended for survey control.
 ED1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1085.See file dsdata.txt to determine how the superseded data were derived.
 ED1085
 ED1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU808548(NAD 83)
 ED1085_MARKER: DB = BENCH MARK DISK
 ED1085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ED1085_SP_SET: PIER
 ED1085_STAMPING: VERT 23 094 1982
 ED1085_MARK LOGO: SCGS  
 ED1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1085+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 ED1085
 ED1085  HISTORY     - Date     Condition        Report By
 ED1085  HISTORY     - 1982     MONUMENTED       SCGS
 ED1085  HISTORY     - 20000725 MARK NOT FOUND   SCGS
 ED1085  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 ED1085
 ED1085                          STATION DESCRIPTION
 ED1085
 ED1085'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1085'8.0 KM (5.0 MI) EAST FROM GREENVILLE.
 ED1085'AT THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY 85 AND STATE HIGHWAY
 ED1085'146, ON THE EAST SIDE OF GREENVILLE, SET VERTICALLY IN THE
 ED1085'NORTHWEST FACE OF THE MOST NORTHEASTERLY PIER ON THE SOUTHEAST SIDE
 ED1085'OF NORTH BOUND LANE OF INTERSTATE 85.
 ED1085'THE MARK IS 1.00 M ABOVE INTERSTATE 85.
 ED1085
 ED1085                          STATION RECOVERY (2000)
 ED1085
 ED1085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1085'NOT RECOVERED, BRIDGE WAS DESTROYED, MARK NOT FOUND, NEW BRIDGE
 ED1085'CONSTRUCTED IN 1987.  RECOVERY BY R.P.  MCKEOWN.
 ED1085
 ED1085                          STATION RECOVERY (2004)
 ED1085
 ED1085'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1084 ***********************************************************************
 ED1084  DESIGNATION -  23 095
 ED1084  PID         -  ED1084
 ED1084  STATE/COUNTY-  SC/GREENVILLE
 ED1084  USGS QUAD   -  MAULDIN (1983)
 ED1084
 ED1084                         *CURRENT SURVEY CONTROL
 ED1084  ___________________________________________________________________
 ED1084* NAD 83(1986)-  34 49 57.     (N)    082 18 35.     (W)     SCALED    
 ED1084* NAVD 88     -       307.838  (meters)    1009.97   (feet)  ADJUSTED  
 ED1084  ___________________________________________________________________
 ED1084  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 ED1084  DYNAMIC HT  -         307.525 (meters)    1008.94  (feet)  COMP
 ED1084  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 ED1084
 ED1084  VERT ORDER  -  FIRST     CLASS II
 ED1084
 ED1084.The horizontal coordinates were scaled from a topographic map and have
 ED1084.an estimated accuracy of +/- 6 seconds.
 ED1084
 ED1084.The orthometric height was determined by differential leveling
 ED1084.and adjusted by the National Geodetic Survey in June 1991..
 ED1084
 ED1084.The geoid height was determined by GEOID03.
 ED1084
 ED1084.The dynamic height is computed by dividing the NAVD 88
 ED1084.geopotential number by the normal gravity value computed on the
 ED1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1084.degrees latitude (g = 980.6199 gals.).
 ED1084
 ED1084.The modeled gravity was interpolated from observed gravity values.
 ED1084
 ED1084;                    North         East    Units  Estimated Accuracy
 ED1084;SPC SC       -   333,370.      489,800.      MT  (+/- 180 meters Scaled)
 ED1084
 ED1084                          SUPERSEDED SURVEY CONTROL
 ED1084
 ED1084  NGVD 29 (??/??/??)  307.931  (m)         1010.27   (f) ADJUSTED    1 2
 ED1084
 ED1084.Superseded values are not recommended for survey control.
 ED1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1084.See file dsdata.txt to determine how the superseded data were derived.
 ED1084
 ED1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU802552(NAD 83)
 ED1084_MARKER: DB = BENCH MARK DISK
 ED1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1084_SP_SET: CONCRETE POST
 ED1084_STAMPING: VERT 23 095 1982
 ED1084_MARK LOGO: SCGS  
 ED1084_PROJECTION: FLUSH
 ED1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1084+STABILITY: SURFACE MOTION
 ED1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1084+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000
 ED1084
 ED1084  HISTORY     - Date     Condition        Report By
 ED1084  HISTORY     - 1982     MONUMENTED       SCGS
 ED1084  HISTORY     - 20000803 MARK NOT FOUND   SCGS
 ED1084  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 ED1084
 ED1084                          STATION DESCRIPTION
 ED1084
 ED1084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1084'7.4 KM (4.6 MI) EAST FROM GREENVILLE.
 ED1084'0.6 KILOMETER (0.4 MILE) NORTHWEST ALONG STATE HIGHWAY 146 FROM THE
 ED1084'JUNCTION OVERPASS OF INTERSTATE HIGHWAY 85 ON THE EAST SIDE OF
 ED1084'GREENVILLE, SET IN THE LAWN OF THE FRONT WALL OF THE GENERAL
 ED1084'NUTRITION CORPORATION, 75.2 METERS (246.7 FEET) SOUTHWEST OF THE
 ED1084'CURB OF HIGHWAY 146, 10.3 METERS (33.7 FEET) SOUTH SOUTHEAST OF A
 ED1084'FIRE HYDRANT, 3.8 METERS (12.5 FEET) NORTHEAST OF THE GENERAL
 ED1084'NUTRITION BUILDING AND 9.1 METERS (30.0 FEET) SOUTHWEST OF THE
 ED1084'APPROXIMATE CENTER OF THE DRIVE LEADING IN FRONT OF THE BUILDING.
 ED1084'THE MARK IS ABOVE LEVEL WITH LAWN.
 ED1084
 ED1084                          STATION RECOVERY (2000)
 ED1084
 ED1084'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1084'NOT RECOVERED, DISTANCES INDICATE STATION THAT WOULD HAVE BEEN
 ED1084'DESTROYED BY THE METAL ADDITION TO THE BUILDING.  RECOVERY BY D.L.
 ED1084'BRECHLIN.
 ED1084
 ED1084                          STATION RECOVERY (2004)
 ED1084
 ED1084'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1080 ***********************************************************************
 ED1080  DESIGNATION -  23 096
 ED1080  PID         -  ED1080
 ED1080  STATE/COUNTY-  SC/GREENVILLE
 ED1080  USGS QUAD   -  MAULDIN (1983)
 ED1080
 ED1080                         *CURRENT SURVEY CONTROL
 ED1080  ___________________________________________________________________
 ED1080* NAD 83(1986)-  34 50 24.     (N)    082 18 49.     (W)     SCALED    
 ED1080* NAVD 88     -       324.599  (meters)    1064.96   (feet)  ADJUSTED  
 ED1080  ___________________________________________________________________
 ED1080  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 ED1080  DYNAMIC HT  -         324.269 (meters)    1063.87  (feet)  COMP
 ED1080  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 ED1080
 ED1080  VERT ORDER  -  FIRST     CLASS II
 ED1080
 ED1080.The horizontal coordinates were scaled from a topographic map and have
 ED1080.an estimated accuracy of +/- 6 seconds.
 ED1080
 ED1080.The orthometric height was determined by differential leveling
 ED1080.and adjusted by the National Geodetic Survey in June 1991..
 ED1080
 ED1080.The geoid height was determined by GEOID03.
 ED1080
 ED1080.The dynamic height is computed by dividing the NAVD 88
 ED1080.geopotential number by the normal gravity value computed on the
 ED1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1080.degrees latitude (g = 980.6199 gals.).
 ED1080
 ED1080.The modeled gravity was interpolated from observed gravity values.
 ED1080
 ED1080;                    North         East    Units  Estimated Accuracy
 ED1080;SPC SC       -   334,210.      489,450.      MT  (+/- 180 meters Scaled)
 ED1080
 ED1080                          SUPERSEDED SURVEY CONTROL
 ED1080
 ED1080  NGVD 29 (??/??/??)  324.692  (m)         1065.26   (f) ADJUSTED    1 2
 ED1080
 ED1080.Superseded values are not recommended for survey control.
 ED1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1080.See file dsdata.txt to determine how the superseded data were derived.
 ED1080
 ED1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU798560(NAD 83)
 ED1080_MARKER: DB = BENCH MARK DISK
 ED1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED1080_SP_SET: HANDRAIL
 ED1080_STAMPING: VERT 23 096 1982
 ED1080_MARK LOGO: SCGS  
 ED1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1080+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000
 ED1080
 ED1080  HISTORY     - Date     Condition        Report By
 ED1080  HISTORY     - 1982     MONUMENTED       SCGS
 ED1080  HISTORY     - 20000803 MARK NOT FOUND   SCGS
 ED1080  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 ED1080
 ED1080                          STATION DESCRIPTION
 ED1080
 ED1080'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1080'6.4 KM (4.0 MI) EAST FROM GREENVILLE.
 ED1080'1.6 KILOMETERS (1.0 MILE) NORTHWEST ALONG INTERSTATE HIGHWAY 385
 ED1080'FROM THE JUNCTION OF INTERSTATE HIGHWAY 85, SET IN THE TOP OF THE
 ED1080'HANDRAIL AT THE EAST CORNER OF THE ROPER MOUNTAIN ROAD BRIDGE OVER
 ED1080'INTERSTATE 385.
 ED1080'THE MARK IS 1.40 M ABOVE MOUNTAIN ROAD.
 ED1080
 ED1080                          STATION RECOVERY (2000)
 ED1080
 ED1080'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1080'NOT RECOVERED, BELIEVED TO BE DESTROYED BY NEW CONSTRUCTION IN 1987.
 ED1080'RECOVERY BY D.L.  BRECHLIN.
 ED1080
 ED1080                          STATION RECOVERY (2004)
 ED1080
 ED1080'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3270 ***********************************************************************
 ED3270  DESIGNATION -  23 096 RESET
 ED3270  PID         -  ED3270
 ED3270  STATE/COUNTY-  SC/GREENVILLE
 ED3270  USGS QUAD   -  MAULDIN (1983)
 ED3270
 ED3270                         *CURRENT SURVEY CONTROL
 ED3270  ___________________________________________________________________
 ED3270* NAD 83(1986)-  34 50 29.     (N)    082 18 46.     (W)     SCALED    
 ED3270* NAVD 88     -       326.80   (meters)    1072.2    (feet)  RESET     
 ED3270  ___________________________________________________________________
 ED3270  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 ED3270
 ED3270  VERT ORDER  -  THIRD
 ED3270
 ED3270.The horizontal coordinates were scaled from a topographic map and have
 ED3270.an estimated accuracy of +/- 6 seconds.
 ED3270
 ED3270.The orthometric height was computed from unverified reset data.
 ED3270.No vertical observational check was made to the station.
 ED3270
 ED3270.The geoid height was determined by GEOID03.
 ED3270
 ED3270;                    North         East    Units  Estimated Accuracy
 ED3270;SPC SC       -   334,360.      489,530.      MT  (+/- 180 meters Scaled)
 ED3270
 ED3270                          SUPERSEDED SURVEY CONTROL
 ED3270
 ED3270  NGVD 29 (01/15/02)  326.90   (m)         1072.5    (f) RESET       3  
 ED3270
 ED3270.Superseded values are not recommended for survey control.
 ED3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3270.See file dsdata.txt to determine how the superseded data were derived.
 ED3270
 ED3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU799562(NAD 83)
 ED3270_MARKER: DD = SURVEY DISK
 ED3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3270_SP_SET: CONCRETE POST
 ED3270_STAMPING: VERT 23 096 RESET 1986
 ED3270_MARK LOGO: SCGS  
 ED3270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3270+STABILITY: SURFACE MOTION
 ED3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3270+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED3270
 ED3270  HISTORY     - Date     Condition        Report By
 ED3270  HISTORY     - 1986     MONUMENTED       SCGS
 ED3270  HISTORY     - 19930106 GOOD             SCGS
 ED3270  HISTORY     - 20000803 GOOD             SCGS
 ED3270  HISTORY     - 20040702 GOOD             USPSQD
 ED3270  HISTORY     - 20051011 GOOD             USPSQD
 ED3270
 ED3270                          STATION DESCRIPTION
 ED3270
 ED3270'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 ED3270'1.0 MI (1.6 KM) NORTHWEST ALONG INTERSTATE HIGHWAY 385 FROM THE
 ED3270'JUNCTION OF INTERSTATE HIGHWAY 85, THENCE 0.1 MI (0.2 KM) NORTHEAST
 ED3270'ALONG STATE ROAD 183, ROPER MOUNTAIN ROAD, SET ON THE SOUTHEAST SIDE
 ED3270'OF THE ROAD (UNDER CONSTRUCTION) NEAR THE ENTRANCE TO THE GREENVILLE
 ED3270'COUNTY RECREATION COMMISSION OFFICE, APPROXIMATELY 65.0 FT (19.8 M)
 ED3270'SOUTHEAST FROM THE CENTERLINE OF STATE ROAD 183, ROPER MOUNTAIN ROAD,
 ED3270'32.5 FT (9.9 M) SOUTHWEST FROM THE CENTER OF A DRIVEWAY AT AN IRON
 ED3270'GATE TO THE GREENVILLE COUNTY RECREATION COMMISSION OFFICE, 69.0 FT
 ED3270'(21.0 M) NORTHEAST FROM THE CENTER OF AN UNFINISHED ROAD, 4.9 FT
 ED3270'(1.5 M) NORTHWEST FROM A CHAINLINK LINK, 15.0 FT (4.6 M) SOUTH FROM
 ED3270'THE GREENVILLE COUNTY RECREATION COMMISSION OFFICE SIGN POST AND 4.3
 ED3270'FT (1.3 M) SOUTH FROM A POLE WITH A TRANSFORMER AND YARD LIGHT ABOUT
 ED3270'1.6 FT (0.5 M) LOWER THAN THE CURB, MARK IS FLUSH WITH THE GROUND.
 ED3270
 ED3270                          STATION RECOVERY (1993)
 ED3270
 ED3270'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED3270'STATION IS LOCATED 4.75 MILES (7.64 KM) EAST OF GREENVILLE, 4.3 MILES
 ED3270'(6.9 KM) NORTH OF MAULDIN. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3270'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3270'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 385 AND
 ED3270'STATE ROAD 183 (ROPER MOUNTAIN ROAD), 4.2 MILES (6.8 KM) NORTH OF
 ED3270'MAULDIN, GO NORTHEAST ON ROAD 183 FOR 0.1 MILE (0.2 KM) TO THE STATION
 ED3270'NEAR A POWER POLE IN THE SOUTH ANGLE OF AN ENTRANCE DRIVEWAY RIGHT
 ED3270'LEADING TO THE GREENVILLE COUNTY RECREATION COMMISSION OFFICE. STATION
 ED3270'IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH THE ROAD,
 ED3270'5.4 FEET (1.6 M) SOUTH SOUTHWEST OF THE POWER POLE WITH GUY WIRE,
 ED3270'SECURITY LIGHT AND A TRANSFORMER, 19.9 FEET (6.1 M) SOUTHWEST OF THE
 ED3270'SOUTHWEST METAL GATE POST AT THE ENTRANCE, 9.9 FEET (3.0 M) NORTH OF A
 ED3270'CHAIN LINK FENCE CORNER POST, 12.2 FEET (3.7 M) NORTHEAST OF A POWER
 ED3270'LINE STUB POLE SUPPORTING TRAFFIC LIGHTS WITH TWO GUY WIRES, 4.9 FEET
 ED3270'(1.5 M) NORTHWEST OF THE CHAIN LINK FENCE LINE, 1.5 FEET (0.5 M) NORTH
 ED3270'NORTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
 ED3270
 ED3270                          STATION RECOVERY (2000)
 ED3270
 ED3270'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3270'STATION IS LOCATED 4.2 MILES (6.8 KM) WEST OF MAULDIN, 4.6 MILES (7.4
 ED3270'KM) EAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3270'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3270'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED3270'INTERSTATE HIGHWAY 385 (EXIT 37) AND STATE ROAD 183 (ROPER MOUNTAIN
 ED3270'ROAD) , 4.6 MILES (7.4 KM) EAST OF GREENVILLE, GO NORTH ON ROAD 183
 ED3270'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT IN THE NORTHEAST
 ED3270'ANGLE OF THE JUNCTION OF STATE ROAD 1102 (FRONTAGE ROAD/ INDEPENDENCE
 ED3270'BOULEVARD) .  STATION IS A CONCRETE POST RECESSED 0.5 FOOT (15.2 CM)
 ED3270'AND 1.0 FOOT (0.3 M) BELOW THE JUNCTION, 59.3 FEET (18.1 M) EAST
 ED3270'SOUTHEAST OF THE CENTER OF ROAD 183, 68.8 FEET (21.0 M) NORTH
 ED3270'NORTHEAST OF THE CENTER OF ROAD 1102, 5.5 FEET (1.7 M) SOUTH SOUTHWEST
 ED3270'OF POWER POLE NUMBER 25 WITH ONE TRANSFORMER AND A SECURITY LIGHT
 ED3270'ATTACHED, 12.2 FEET (3.7 M) NORTHEAST OF A TRAFFIC LIGHT GUY POLE WITH
 ED3270'TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED, 17.7 FEET (5.4 M)
 ED3270'SOUTHEAST OF THE CENTER OF A SANITARY SEWER MANHOLE COVER, 1.4 FEET
 ED3270'(0.4 M) NORTH NORTHEAST OF A WITNESS POST.
 ED3270
 ED3270                          STATION RECOVERY (2004)
 ED3270
 ED3270'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED3270'RECOVERED IN GOOD CONDITION.
 ED3270
 ED3270                          STATION RECOVERY (2005)
 ED3270
 ED3270'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED3270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1079 ***********************************************************************
 ED1079  DESIGNATION -  23 097
 ED1079  PID         -  ED1079
 ED1079  STATE/COUNTY-  SC/GREENVILLE
 ED1079  USGS QUAD   -  MAULDIN (1983)
 ED1079
 ED1079                         *CURRENT SURVEY CONTROL
 ED1079  ___________________________________________________________________
 ED1079* NAD 83(1986)-  34 50 55.     (N)    082 19 12.     (W)     SCALED    
 ED1079* NAVD 88     -       305.482  (meters)    1002.24   (feet)  ADJUSTED  
 ED1079  ___________________________________________________________________
 ED1079  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED1079  DYNAMIC HT  -         305.172 (meters)    1001.22  (feet)  COMP
 ED1079  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 ED1079
 ED1079  VERT ORDER  -  FIRST     CLASS II
 ED1079
 ED1079.The horizontal coordinates were scaled from a topographic map and have
 ED1079.an estimated accuracy of +/- 6 seconds.
 ED1079
 ED1079.The orthometric height was determined by differential leveling
 ED1079.and adjusted by the National Geodetic Survey in June 1991..
 ED1079
 ED1079.The geoid height was determined by GEOID03.
 ED1079
 ED1079.The dynamic height is computed by dividing the NAVD 88
 ED1079.geopotential number by the normal gravity value computed on the
 ED1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1079.degrees latitude (g = 980.6199 gals.).
 ED1079
 ED1079.The modeled gravity was interpolated from observed gravity values.
 ED1079
 ED1079;                    North         East    Units  Estimated Accuracy
 ED1079;SPC SC       -   335,170.      488,880.      MT  (+/- 180 meters Scaled)
 ED1079
 ED1079                          SUPERSEDED SURVEY CONTROL
 ED1079
 ED1079  NGVD 29 (??/??/??)  305.575  (m)         1002.54   (f) ADJUSTED    1 2
 ED1079
 ED1079.Superseded values are not recommended for survey control.
 ED1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1079.See file dsdata.txt to determine how the superseded data were derived.
 ED1079
 ED1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU793570(NAD 83)
 ED1079_MARKER: DB = BENCH MARK DISK
 ED1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1079_SP_SET: CONCRETE POST
 ED1079_STAMPING: VERT 23 097 1982
 ED1079_MARK LOGO: SCGS  
 ED1079_PROJECTION: FLUSH
 ED1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1079+STABILITY: SURFACE MOTION
 ED1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1079+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000
 ED1079
 ED1079  HISTORY     - Date     Condition        Report By
 ED1079  HISTORY     - 1982     MONUMENTED       SCGS
 ED1079  HISTORY     - 20000803 MARK NOT FOUND   SCGS
 ED1079  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 ED1079
 ED1079                          STATION DESCRIPTION
 ED1079
 ED1079'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1079'4.8 KM (3.0 MI) EAST FROM GREENVILLE.
 ED1079'3.0 KILOMETERS (1.9 MILES) NORTHWEST ALONG INTERSTATE HIGHWAY 385
 ED1079'FROM THE JUNCTION OF INTERSTATE HIGHWAY 85, SET ON THE NORTH SIDE OF
 ED1079'THE HIGHWAY, IN LINE AND ACROSS THE ROAD FROM THE SOUTHEAST WALL
 ED1079'OF A LARGE CONCRETE WAREHOUSE BUILDING WITH A BROWN PEBBLED FINISH,
 ED1079'APPROXIMATELY 79.5 METERS (261.0 FEET) NORTHWEST ALONG THE INTERSTATE
 ED1079'FROM A FRONTAGE ROAD DEAD END BARRACADE, 12.3 METERS (40.5 FEET)
 ED1079'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANE OF
 ED1079'INTERSTATE 385 AND 24.4 METERS (80.0 FEET) SOUTHWEST OF A 6 FOOT
 ED1079'HIGH CHAINLINK FENCE.
 ED1079'THE MARK IS 0.90 METERS  SW FROM A WITNESS POST.
 ED1079'THE MARK IS 0.60 M BELOW INTERSTATE 385.
 ED1079
 ED1079                          STATION RECOVERY (2000)
 ED1079
 ED1079'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1079'NOT RECOVERED, LANE CHANGES ON INTERSECTION, FRONTAGE ROAD NO LONGER
 ED1079'BARRICADED DEAD END, AREA THAT MATCHES DISTANCE AND ELEVATION CHECKED
 ED1079'BUT NO WITNESS POST FOUND.  RECOVERY BY D.L.  BRECHLIN.
 ED1079
 ED1079                          STATION RECOVERY (2004)
 ED1079
 ED1079'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1078 ***********************************************************************
 ED1078  DESIGNATION -  23 098
 ED1078  PID         -  ED1078
 ED1078  STATE/COUNTY-  SC/GREENVILLE
 ED1078  USGS QUAD   -  MAULDIN (1983)
 ED1078
 ED1078                         *CURRENT SURVEY CONTROL
 ED1078  ___________________________________________________________________
 ED1078* NAD 83(1986)-  34 51 20.     (N)    082 20 14.     (W)     SCALED    
 ED1078* NAVD 88     -       330.002  (meters)    1082.68   (feet)  ADJUSTED  
 ED1078  ___________________________________________________________________
 ED1078  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED1078  DYNAMIC HT  -         329.667 (meters)    1081.58  (feet)  COMP
 ED1078  MODELED GRAV-     979,608.4   (mgal)                       NAVD 88
 ED1078
 ED1078  VERT ORDER  -  FIRST     CLASS II
 ED1078
 ED1078.The horizontal coordinates were scaled from a topographic map and have
 ED1078.an estimated accuracy of +/- 6 seconds.
 ED1078
 ED1078.The orthometric height was determined by differential leveling
 ED1078.and adjusted by the National Geodetic Survey in June 1991..
 ED1078
 ED1078.The geoid height was determined by GEOID03.
 ED1078
 ED1078.The dynamic height is computed by dividing the NAVD 88
 ED1078.geopotential number by the normal gravity value computed on the
 ED1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1078.degrees latitude (g = 980.6199 gals.).
 ED1078
 ED1078.The modeled gravity was interpolated from observed gravity values.
 ED1078
 ED1078;                    North         East    Units  Estimated Accuracy
 ED1078;SPC SC       -   335,960.      487,320.      MT  (+/- 180 meters Scaled)
 ED1078
 ED1078                          SUPERSEDED SURVEY CONTROL
 ED1078
 ED1078  NGVD 29 (??/??/??)  330.095  (m)         1082.99   (f) ADJUSTED    1 2
 ED1078
 ED1078.Superseded values are not recommended for survey control.
 ED1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1078.See file dsdata.txt to determine how the superseded data were derived.
 ED1078
 ED1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU777578(NAD 83)
 ED1078_MARKER: DB = BENCH MARK DISK
 ED1078_SETTING: 66 = SET IN ROCK OUTCROP
 ED1078_SP_SET: ROCK OUTCROP
 ED1078_STAMPING: VERT 23 098 1982
 ED1078_MARK LOGO: SCGS  
 ED1078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1078+STABILITY: POSITION/ELEVATION WELL
 ED1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1078+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2000
 ED1078
 ED1078  HISTORY     - Date     Condition        Report By
 ED1078  HISTORY     - 1982     MONUMENTED       SCGS
 ED1078  HISTORY     - 20000807 MARK NOT FOUND   SCGS
 ED1078  HISTORY     - 20040629 MARK NOT FOUND   USPSQD
 ED1078
 ED1078                          STATION DESCRIPTION
 ED1078
 ED1078'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1078'3.9 KM (2.4 MI) ENE FROM GREENVILLE.
 ED1078'1.6 KILOMETERS (1.0 MILE) SOUTHEAST ALONG INTERSTATE HIGHWAY 385
 ED1078'FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 291, IN GREENVILLE,
 ED1078'SET IN A ROCK OUTCROP ON THE NORTHEAST SIDE OF THE HIGHWAY ON THE
 ED1078'WEST SIDE OF A 80 FOOT RAVINE, 5.8 METERS (19.0 FEET) NORTHEAST
 ED1078'OF THE NORTHEAST EDGE OF THE HIGHWAY SHOULDER, 18.4 METERS
 ED1078'(60.6 FEET) SOUTH OF A TWIN TRUNK MAPLE TREE AND 7.16 METERS
 ED1078'(23.5 FEET) EAST NORTHEAST OF THE WEST END OF A CONCRETE FURROW
 ED1078'FOR WATER DRAINAGE.
 ED1078'THE MARK IS 2.10 METERS  S FROM A WITNESS POST.
 ED1078
 ED1078                          STATION RECOVERY (2000)
 ED1078
 ED1078'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1078'NOT RECOVERED, DISTANCES FROM SHOULDER AND ASPHALT PULLED, REFERENCES
 ED1078'GONE, STATION POSSIBLY INTACT.  RECOVERY BY D.L.  BRECHLIN.
 ED1078
 ED1078                          STATION RECOVERY (2004)
 ED1078
 ED1078'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2714 ***********************************************************************
 ED2714  DESIGNATION -  23 120
 ED2714  PID         -  ED2714
 ED2714  STATE/COUNTY-  SC/GREENVILLE
 ED2714  USGS QUAD   -  GREENVILLE (1983)
 ED2714
 ED2714                         *CURRENT SURVEY CONTROL
 ED2714  ___________________________________________________________________
 ED2714* NAD 83(1986)-  34 50 00.     (N)    082 27 46.     (W)     SCALED    
 ED2714* NAVD 88     -       286.865  (meters)     941.16   (feet)  ADJUSTED  
 ED2714  ___________________________________________________________________
 ED2714  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED2714  DYNAMIC HT  -         286.573 (meters)     940.20  (feet)  COMP
 ED2714  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 ED2714
 ED2714  VERT ORDER  -  FIRST     CLASS II
 ED2714
 ED2714.The horizontal coordinates were scaled from a topographic map and have
 ED2714.an estimated accuracy of +/- 6 seconds.
 ED2714
 ED2714.The orthometric height was determined by differential leveling
 ED2714.and adjusted by the National Geodetic Survey in June 1991..
 ED2714
 ED2714.The geoid height was determined by GEOID03.
 ED2714
 ED2714.The dynamic height is computed by dividing the NAVD 88
 ED2714.geopotential number by the normal gravity value computed on the
 ED2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2714.degrees latitude (g = 980.6199 gals.).
 ED2714
 ED2714.The modeled gravity was interpolated from observed gravity values.
 ED2714
 ED2714;                    North         East    Units  Estimated Accuracy
 ED2714;SPC SC       -   333,650.      475,800.      MT  (+/- 180 meters Scaled)
 ED2714
 ED2714                          SUPERSEDED SURVEY CONTROL
 ED2714
 ED2714  NGVD 29 (12/12/91)  286.952  (m)          941.44   (f) ADJUSTED    1 2
 ED2714
 ED2714.Superseded values are not recommended for survey control.
 ED2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2714.See file dsdata.txt to determine how the superseded data were derived.
 ED2714
 ED2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU662555(NAD 83)
 ED2714_MARKER: DD = SURVEY DISK
 ED2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2714_SP_SET: CONCRETE POST
 ED2714_STAMPING: 23 120 1988
 ED2714_MARK LOGO: SCGS  
 ED2714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2714+STABILITY: SURFACE MOTION
 ED2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2714+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED2714
 ED2714  HISTORY     - Date     Condition        Report By
 ED2714  HISTORY     - 1988     MONUMENTED       SCGS
 ED2714  HISTORY     - 20000809 GOOD             SCGS
 ED2714  HISTORY     - 20040629 GOOD             USPSQD
 ED2714  HISTORY     - 20051011 GOOD             USPSQD
 ED2714
 ED2714                          STATION DESCRIPTION
 ED2714
 ED2714'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2714'STATION IS LOCATED (3.7 MI) WEST-SOUTHWEST OF THE CENTER OF GREENVILLE
 ED2714'AND (7.9 MI) EAST OF EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2714'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202
 ED2714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 (WHITE
 ED2714'HORSE ROAD) AND 123 (EASLEY BRIDGE ROAD), ((2.8 MI) SOUTHWEST OF
 ED2714'GREENVILLE), GO WEST ON HIGHWAY 123 FOR (1.0 MI) TO THE JUNCTION OF
 ED2714'STATE ROAD 741 AND THE MARK IN THE SOUTHEAST ANGLE.
 ED2714'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (46.8 FT) SOUTH OF
 ED2714'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, (35.0 FT) EAST OF
 ED2714'THE CENTER OF THE ROAD, (11.0 FT) SOUTHEAST OF A CONCRETE PIPE CULVERT
 ED2714'UNDER THE ROAD, (1.3 FT) SOUTH OF A WITNESS POST.
 ED2714'DESCRIBED BY T HALL
 ED2714
 ED2714                          STATION RECOVERY (2000)
 ED2714
 ED2714'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2714'STATION IS LOCATED 4.1 MILES (6.6 KM) WEST SOUTHWEST OF GREENVILLE,
 ED2714'9.4 MILES (15.1 KM) WEST NORTHWEST OF MAULDIN.  OWNERSHIP--SCDOT,
 ED2714'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2714'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 ED2714'123 (EASLEY BRIDGE RD) AND 25 (WHITE HORSE RD) , 3.3 MILES (5.3 KM)
 ED2714'SOUTHWEST OF GREENVILLE, GO WEST ON HIGHWAY 123 FOR 1.0 MILE (1.6 KM)
 ED2714'TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 ED2714'STATE ROAD 741 (RISON ROAD) .  STATION IS A CONCRETE POST FLUSH WITH
 ED2714'THE GROUND AND LEVEL WITH THE HIGHWAY, 46.4 FEET (14.1 M) SOUTH OF THE
 ED2714'CENTER OF THE EASTBOUND LANES OF HIGHWAY 123, 33.8 FEET (10.3 M) EAST
 ED2714'OF THE CENTER OF ROAD 741, 10.2 FEET (3.1 M) SOUTHEAST OF THE SOUTH
 ED2714'END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 741, 13.0 FEET
 ED2714'(4.0 M) SOUTH OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 ED2714'BENEATH HIGHWAY 123, 11.7 FEET (3.6 M) EAST SOUTHEAST OF A WITNESS
 ED2714'POST.
 ED2714
 ED2714                          STATION RECOVERY (2004)
 ED2714
 ED2714'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED2714'RECOVERED IN GOOD CONDITION.
 ED2714
 ED2714                          STATION RECOVERY (2005)
 ED2714
 ED2714'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED2714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2715 ***********************************************************************
 ED2715  CBN         -  This is a Cooperative Base Network Control Station.
 ED2715  DESIGNATION -  23 121
 ED2715  PID         -  ED2715
 ED2715  STATE/COUNTY-  SC/GREENVILLE
 ED2715  USGS QUAD   -  GREENVILLE (1983)
 ED2715
 ED2715                         *CURRENT SURVEY CONTROL
 ED2715  ___________________________________________________________________
 ED2715* NAD 83(2001)-  34 49 59.15271(N)    082 28 36.08788(W)     ADJUSTED  
 ED2715* NAVD 88     -       259.820  (meters)     852.43   (feet)  ADJUSTED  
 ED2715  ___________________________________________________________________
 ED2715  X           -     686,229.466 (meters)                     COMP
 ED2715  Y           -  -5,196,094.743 (meters)                     COMP
 ED2715  Z           -   3,622,814.725 (meters)                     COMP
 ED2715  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 ED2715  ELLIP HEIGHT-         228.72  (meters)          (09/24/02) GPS OBS
 ED2715  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED2715  DYNAMIC HT  -         259.555 (meters)     851.56  (feet)  COMP
 ED2715  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 ED2715
 ED2715  HORZ ORDER  -  A
 ED2715  VERT ORDER  -  FIRST     CLASS II
 ED2715  ELLP ORDER  -  FOURTH    CLASS I
 ED2715
 ED2715.The horizontal coordinates were established by GPS observations
 ED2715.and adjusted by the National Geodetic Survey in September 2002..
 ED2715
 ED2715.The orthometric height was determined by differential leveling
 ED2715.and adjusted by the National Geodetic Survey in June 1991..
 ED2715
 ED2715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2715
 ED2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2715
 ED2715.The ellipsoidal height was determined by GPS observations
 ED2715.and is referenced to NAD 83.
 ED2715
 ED2715.The geoid height was determined by GEOID03.
 ED2715
 ED2715.The dynamic height is computed by dividing the NAVD 88
 ED2715.geopotential number by the normal gravity value computed on the
 ED2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2715.degrees latitude (g = 980.6199 gals.).
 ED2715
 ED2715.The modeled gravity was interpolated from observed gravity values.
 ED2715
 ED2715;                    North         East     Units Scale Factor Converg.
 ED2715;SPC SC       -   333,645.138   474,527.033   MT  0.99999992   -0 49 07.2
 ED2715;SPC SC       - 1,094,636.28  1,556,847.22   iFT  0.99999992   -0 49 07.2
 ED2715;UTM  17      - 3,855,528.549   364,971.217   MT  0.99982472   -0 50 36.9
 ED2715
 ED2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2715!SPC SC       -   0.99996410  x   0.99999992  =   0.99996402
 ED2715!UTM  17      -   0.99996410  x   0.99982472  =   0.99978883
 ED2715
 ED2715                          SUPERSEDED SURVEY CONTROL
 ED2715
 ED2715  NAD 83(1995)-  34 49 59.15205(N)    082 28 36.08807(W) AD(       ) 1
 ED2715  NAD 83(1986)-  34 49 59.16004(N)    082 28 36.08945(W) AD(       ) 1
 ED2715  ELLIP H (04/18/02)  228.68   (m)                       GP(       ) 4 1
 ED2715  NAVD 88 (04/18/02)  259.82   (m)          852.4    (f) LEVELING    3  
 ED2715  NGVD 29 (12/12/91)  259.905  (m)          852.71   (f) ADJUSTED    1 2
 ED2715
 ED2715.Superseded values are not recommended for survey control.
 ED2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2715.See file dsdata.txt to determine how the superseded data were derived.
 ED2715
 ED2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6497155529(NAD 83)
 ED2715_MARKER: DD = SURVEY DISK
 ED2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2715_SP_SET: CONCRETE POST
 ED2715_STAMPING: 23 121 1988
 ED2715_MARK LOGO: SCGS  
 ED2715_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2715+STABILITY: SURFACE MOTION
 ED2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2715+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 ED2715
 ED2715  HISTORY     - Date     Condition        Report By
 ED2715  HISTORY     - 1988     MONUMENTED       SCGS
 ED2715  HISTORY     - 20000809 GOOD             SCGS
 ED2715  HISTORY     - 20010618 GOOD             SCGS
 ED2715  HISTORY     - 20060116 GOOD             NEWBY
 ED2715
 ED2715                          STATION DESCRIPTION
 ED2715
 ED2715'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2715'STATION IS LOCATED (5.5 MI) WEST-SOUTHWEST OF GREENVILLE AND (7.1 MI)
 ED2715'EAST OF EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO
 ED2715'BOX 191, COLUMBIA, SC  29202
 ED2715'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 25
 ED2715'(WHITE HORSE ROAD) AND 123 (EASLEY BRIDGE ROAD), ((2.8 MI) SOUTHWEST
 ED2715'OF GREENVILLE), GO WEST ON HIGHWAY 123 FOR (1.0 MI) TO THE JUNCTION OF
 ED2715'STATE ROAD 741, CONTINUE ON HIGHWAY 123 FOR (0.8 MI) TO THE
 ED2715'EVANGELISTIC CHURCH AND THE MARK ON THE RIGHT IN THE HIGHWAY BANK,
 ED2715'(0.55 MI) EAST OF THE SALUDA RIVER BRIDGE .
 ED2715'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (40.6 FT) NORTH OF
 ED2715'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, (117.7 FT)
 ED2715'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, (85.0 FT)
 ED2715'SOUTHWEST OF A POWER POLE WITH A GUY WIRE, (119.3 FT) EAST OF A GRAVEL
 ED2715'DRIVEWAY.
 ED2715'DESCRIBED BY T HALL
 ED2715
 ED2715                          STATION RECOVERY (2000)
 ED2715
 ED2715'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2715'STATION IS LOCATED 4.8 MILES (7.7 KM) WEST SOUTHWEST OF GREENVILLE.
 ED2715'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED2715'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED2715'JUNCTION OF STATE HIGHWAY 123 (EASLEY BRIDGE ROAD) AND U.S. HIGHWAY 25
 ED2715'(WHITE HORSE ROAD) , 3.3 MILES (5.3 KM) SOUTHWEST OF GREENVILLE, GO
 ED2715'WEST ON HIGHWAY 123 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF STATE
 ED2715'ROAD 741 (RISON ROAD) , CONTINUE ON HIGHWAY 123 FOR 0.8 MILE (1.3 KM)
 ED2715'TO THE STATION ON THE RIGHT IN FRONT OF THE EVANGELISTIC CHURCH, 0.55
 ED2715'MILE (0.89 KM) EAST OF THE PICKENS COUNTY LINE/SALUDA RIVER BRIDGE.
 ED2715'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0 FEET (1.8 M)
 ED2715'ABOVE THE HIGHWAY, 41.2 FEET (12.6 M) NORTH OF THE CENTER OF THE
 ED2715'WESTBOUND LANES OF THE HIGHWAY, 48.7 FEET (14.8 M) SOUTH OF A METAL
 ED2715'SIGN POST FOR THE CHURCH, 119.9 FEET (36.5 M) EAST OF THE CENTER OF A
 ED2715'PAVED DRIVE TO THE CHURCH, 84.6 FEET (25.8 M) WEST SOUTHWEST OF A
 ED2715'POWER POLE NUMBER 40/2 WITH A SCGS REFERENCE WASHER ATTACHED, 81.8
 ED2715'FEET (24.9 M) WEST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 ED2715
 ED2715                          STATION RECOVERY (2001)
 ED2715
 ED2715'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2715'RECOVERED AS DESCRIBED.
 ED2715'
 ED2715
 ED2715                          STATION RECOVERY (2006)
 ED2715
 ED2715'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2006 (RDP)
 ED2715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3532 ***********************************************************************
 ED3532  DESIGNATION -  23 123
 ED3532  PID         -  ED3532
 ED3532  STATE/COUNTY-  SC/GREENVILLE
 ED3532  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED3532
 ED3532                         *CURRENT SURVEY CONTROL
 ED3532  ___________________________________________________________________
 ED3532* NAD 83(1986)-  34 54 07.     (N)    082 25 00.     (W)     SCALED    
 ED3532* NAVD 88     -       305.505  (meters)    1002.31   (feet)  ADJUSTED  
 ED3532  ___________________________________________________________________
 ED3532  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 ED3532  DYNAMIC HT  -         305.192 (meters)    1001.28  (feet)  COMP
 ED3532  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 ED3532
 ED3532  VERT ORDER  -  FIRST     CLASS II
 ED3532
 ED3532.The horizontal coordinates were scaled from a topographic map and have
 ED3532.an estimated accuracy of +/- 6 seconds.
 ED3532
 ED3532.The orthometric height was determined by differential leveling
 ED3532.and adjusted by the National Geodetic Survey in August 1993..
 ED3532
 ED3532.The geoid height was determined by GEOID03.
 ED3532
 ED3532.The dynamic height is computed by dividing the NAVD 88
 ED3532.geopotential number by the normal gravity value computed on the
 ED3532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3532.degrees latitude (g = 980.6199 gals.).
 ED3532
 ED3532.The modeled gravity was interpolated from observed gravity values.
 ED3532
 ED3532;                    North         East    Units  Estimated Accuracy
 ED3532;SPC SC       -   341,210.      480,120.      MT  (+/- 180 meters Scaled)
 ED3532
 ED3532                          SUPERSEDED SURVEY CONTROL
 ED3532
 ED3532  NGVD 29 (12/12/91)  305.589  (m)         1002.59   (f) ADJUSTED    1 2
 ED3532
 ED3532.Superseded values are not recommended for survey control.
 ED3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3532.See file dsdata.txt to determine how the superseded data were derived.
 ED3532
 ED3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU705630(NAD 83)
 ED3532_MARKER: DD = SURVEY DISK
 ED3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3532_SP_SET: CONCRETE POST
 ED3532_STAMPING: 23 123 1991
 ED3532_MARK LOGO: SCGS  
 ED3532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3532+STABILITY: SURFACE MOTION
 ED3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3532+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED3532
 ED3532  HISTORY     - Date     Condition        Report By
 ED3532  HISTORY     - 1991     MONUMENTED       SCGS
 ED3532  HISTORY     - 20000628 GOOD             SCGS
 ED3532  HISTORY     - 20040629 GOOD             USPSQD
 ED3532  HISTORY     - 20051011 GOOD             USPSQD
 ED3532
 ED3532                          STATION DESCRIPTION
 ED3532
 ED3532'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3532'STATION IS LOCATED 3.7 MILES NORTH NORTHWEST OF GREENVILLE.
 ED3532'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3532'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3532'THE JUNCTION OF U.S. HIGHWAYS 276, 25 AND STATE HIGHWAYS 291, 253
 ED3532'(2.8 MILES NORTH NORTHWEST OF GREENVILLE), GO NORTH NORTHWEST ON
 ED3532'HIGHWAYS 276 AND 25 FOR 1.0 MILE TO A PAVED ENTRANCE DRIVEWAY RIGHT
 ED3532'TO A WOODEN BUILDING (ALS PUMP HOUSE BAR) AND THE STATION IN THE
 ED3532'NORTH ANGLE UNDER AN OVERHEAD HIGH TENSION POWER LINE CROSSING.
 ED3532'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0 FEET ABOVE
 ED3532'THE HIGHWAY, 32.7 FEET SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE
 ED3532'DRAIN COVER, 35.7 FEET NORTHEAST OF THE CENTER OF THE NORTHBOUND
 ED3532'LANES OF THE HIGHWAY, 23.8 FEET NORTHWEST OF THE CENTER OF THE
 ED3532'DRIVEWAY, 44.5 FEET SOUTHEAST OF A POWER POLE WITH 3 GUY WIRES AND A
 ED3532'SECURITY LIGHT, 107.0 FEET SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE
 ED3532'BUILDING, 19.0 FEET SOUTH SOUTHEAST OF THE SOUTHWEST POST OF A WOODEN
 ED3532'SIGN FOR ALS PUMP HOUSE, 41.8 FEET SOUTHEAST OF A WITNESS POST.
 ED3532'DESCRIBED BY T. HALL.
 ED3532
 ED3532                          STATION RECOVERY (2000)
 ED3532
 ED3532'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3532'STATION IS LOCATED 3.6 MILES (5.8 KM) NORTH OF GREENVILLE, 4.7 MILES
 ED3532'(7.6 KM) SOUTH OF TRAVELERS REST.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3532'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3532'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 ED3532'276, 25 BUSINESS AND STATE HIGHWAYS 291 (POINSETT HIGHWAY) , 253/291
 ED3532'(IRVIN H.  PHILPOT HIGHWAY) , 2.7 MILES (4.3 KM) NORTH OF GREENVILLE,
 ED3532'GO NORTH NORTHWEST ON HIGHWAY 276 FOR 1.0 MILE (1.6 KM) TO THE STATION
 ED3532'ON THE RIGHT IN THE NORTH ANGLE OF A DRIVE LEADING TO WOODEN BUILDING
 ED3532'NUMBER 2640 AND BENEATH A TRANSMISSION LINE.  STATION IS A CONCRETE
 ED3532'POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY,
 ED3532'55.2 FEET (16.8 M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 23.6 FEET
 ED3532'(7.2 M) NORTH NORTHWEST OF THE CENTER OF THE PAVED DRIVE, 44.4 FEET
 ED3532'(13.5 M) SOUTHEAST OF A POWER POLE WITH A SECURITY LIGHT, THREE GUY
 ED3532'WIRES AND A SCGS REFERENCE WASHER ATTACHED, 106.7 FEET (32.5 M) SOUTH
 ED3532'SOUTHWEST OF THE SOUTHWEST CORNER OF THE WOODEN BUILDING, 41.8 FEET
 ED3532'(12.7 M) SOUTH SOUTHEAST OF A WITNESS POST.
 ED3532
 ED3532                          STATION RECOVERY (2004)
 ED3532
 ED3532'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED3532'RECOVERED IN GOOD CONDITION.
 ED3532
 ED3532                          STATION RECOVERY (2005)
 ED3532
 ED3532'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED3532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3531 ***********************************************************************
 ED3531  DESIGNATION -  23 124
 ED3531  PID         -  ED3531
 ED3531  STATE/COUNTY-  SC/GREENVILLE
 ED3531  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED3531
 ED3531                         *CURRENT SURVEY CONTROL
 ED3531  ___________________________________________________________________
 ED3531* NAD 83(1986)-  34 54 50.     (N)    082 25 43.     (W)     SCALED    
 ED3531* NAVD 88     -       334.085  (meters)    1096.08   (feet)  ADJUSTED  
 ED3531  ___________________________________________________________________
 ED3531  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ED3531  DYNAMIC HT  -         333.743 (meters)    1094.96  (feet)  COMP
 ED3531  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 ED3531
 ED3531  VERT ORDER  -  FIRST     CLASS II
 ED3531
 ED3531.The horizontal coordinates were scaled from a topographic map and have
 ED3531.an estimated accuracy of +/- 6 seconds.
 ED3531
 ED3531.The orthometric height was determined by differential leveling
 ED3531.and adjusted by the National Geodetic Survey in August 1993..
 ED3531
 ED3531.The geoid height was determined by GEOID03.
 ED3531
 ED3531.The dynamic height is computed by dividing the NAVD 88
 ED3531.geopotential number by the normal gravity value computed on the
 ED3531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3531.degrees latitude (g = 980.6199 gals.).
 ED3531
 ED3531.The modeled gravity was interpolated from observed gravity values.
 ED3531
 ED3531;                    North         East    Units  Estimated Accuracy
 ED3531;SPC SC       -   342,550.      479,050.      MT  (+/- 180 meters Scaled)
 ED3531
 ED3531                          SUPERSEDED SURVEY CONTROL
 ED3531
 ED3531  NGVD 29 (12/12/91)  334.169  (m)         1096.35   (f) ADJUSTED    1 2
 ED3531
 ED3531.Superseded values are not recommended for survey control.
 ED3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3531.See file dsdata.txt to determine how the superseded data were derived.
 ED3531
 ED3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU694644(NAD 83)
 ED3531_MARKER: DD = SURVEY DISK
 ED3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3531_SP_SET: CONCRETE POST
 ED3531_STAMPING: 23 124 1991
 ED3531_MARK LOGO: SCGS  
 ED3531_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3531+STABILITY: SURFACE MOTION
 ED3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3531+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED3531
 ED3531  HISTORY     - Date     Condition        Report By
 ED3531  HISTORY     - 1991     MONUMENTED       SCGS
 ED3531  HISTORY     - 20000628 GOOD             SCGS
 ED3531  HISTORY     - 20040702 GOOD             USPSQD
 ED3531  HISTORY     - 20041001 GOOD             SCGS
 ED3531  HISTORY     - 20051011 GOOD             USPSQD
 ED3531
 ED3531                          STATION DESCRIPTION
 ED3531
 ED3531'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3531'STATION IS LOCATED 4.75 MILES NORTH OF GREENVILLE, 3.75 MILES SOUTH
 ED3531'SOUTHEAST OF TRAVELERS REST.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3531'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3531'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 ED3531'HIGHWAYS 276, 25 AND STATE HIGHWAYS 291, 253 (2.8 MILES NORTH OF
 ED3531'GREENVILLE), GO NORTH NORTHWEST ON HIGHWAYS 276 AND 25 FOR 1.8 MILES
 ED3531'TO AN EXIT LANE RIGHT, BEAR RIGHT ON THE EXIT LANE FOR 0.35 MILE TO
 ED3531'THE JUNCTION OF STATE ROAD 13 (OLD BUNCOMBE ROAD), TURN LEFT ON ROAD
 ED3531'13 CROSSING THE OVERPASS BRIDGE OVER HIGHWAYS 276 AND 25 FOR 0.1 MILE
 ED3531'TO THE JUNCTION OF STATE ROAD 2 AND THE STATION IN THE EAST ANGLE.
 ED3531'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3531'ROADS, 50.0 FEET EAST SOUTHEAST OF THE EAST EDGE OF THE CONCRETE
 ED3531'MEDIAN IN THE CENTER OF ROAD 13, 25.8 FEET NORTH NORTHEAST OF THE
 ED3531'CENTER OF ROAD 2, 105.3 FEET EAST OF THE NORTHEAST CORNER OF THE
 ED3531'STONE PILLAR ON THE WEST SIDE OF ROAD 13, 81.0 FEET NORTH OF A CHAIN
 ED3531'LINK FENCE SURROUNDING A USED CAR LOT IN THE SOUTH ANGLE OF THE
 ED3531'JUNCTION, 6.6 FEET EAST SOUTHEAST OF A WITNESS POST.  DESCRIBED BY T.
 ED3531'HALL.
 ED3531
 ED3531                          STATION RECOVERY (2000)
 ED3531
 ED3531'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3531'STATION IS LOCATED 3.8 MILES (6.1 KM) NORTH OF TRAVELERS REST, 4.8
 ED3531'MILES (7.7 KM) NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3531'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3531'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 ED3531'276, 25 BUSINESS, AND STATE HIGHWAYS 291 (POINSETT HIGHWAY) 253/ 291
 ED3531'(IRVIN H.  PHILPOT HIGHWAY) , 2.7 MILES (4.3 KM) NORTH OF GREENVILLE,
 ED3531'GO NORTH NORTHWEST ON HIGHWAY 276 FOR 1.8 MILES (2.9 KM) TO AN EXIT
 ED3531'LANE RIGHT, BEAR RIGHT ON THE EXIT LANE FOR 0.35 MILE (0.56 KM) TO THE
 ED3531'JUNCTION OF STATE ROAD 13 (OLD BUNCOMBE ROAD) , TURN LEFT ON ROAD 13
 ED3531'FOR 0.1 MILE, (0.2 KM) CROSSING THE BRIDGE OVER HIGHWAY 276 TO THE
 ED3531'JUNCTION OF STATE ROAD 2 (ENTRANCE ON RAMP TO HIGHWAY 276) AND THE
 ED3531'STATION LEFT IN THE EAST ANGLE.  STATION IS A CONCRETE POST FLUSH WITH
 ED3531'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW ROAD 13, 53.2 FEET (16.2 M)
 ED3531'EAST SOUTHEAST OF THE CENTER OF ROAD 13, 26.3 FEET (8.0 M) NORTH
 ED3531'NORTHWEST OF THE CENTER OF ROAD 2, 217.4 FEET (66.3 M) SOUTH SOUTHWEST
 ED3531'OF A POWER POLE WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER
 ED3531'ATTACHED, 6.6 FEET (2.0 M) EAST OF A WITNESS POST.
 ED3531
 ED3531                          STATION RECOVERY (2004)
 ED3531
 ED3531'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED3531'RECOVERED IN GOOD CONDITION.
 ED3531
 ED3531                          STATION RECOVERY (2004)
 ED3531
 ED3531'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 ED3531'ALL PREVIOUS MEASUREMENTS HAVE CHANGED,
 ED3531'111.0 FEET SOUTHEAST OF 2-FOOT SEWER MANHOLE COVER,
 ED3531'32.5 FEET EAST SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF ROAD
 ED3531'13,
 ED3531'128.0 FEET SOUTHEAST OF METAL MANHOLE COVER FOR ATT PHONE COMPANY,
 ED3531'130.0 FEET SOUTHEAST OF A FIBER OPTIC CABLE WARNING POST NUMBER 152,
 ED3531'100.5 FEET EAST OF A 0.75 FOOT BLACK SEWER CAP, 119.0 FEET EAST OF A
 ED3531'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED NORTH OF THE NORTH
 ED3531'ENTRANCE TO THE BANK, 38.0 FEET NORTH NORTHEAST OF 0.75 FOOT YELLOW
 ED3531'GAS COVER, 6.5 FEET EAST SOUTHEAST OF A WITNESS POST.
 ED3531
 ED3531                          STATION RECOVERY (2005)
 ED3531
 ED3531'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED3531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3530 ***********************************************************************
 ED3530  DESIGNATION -  23 125
 ED3530  PID         -  ED3530
 ED3530  STATE/COUNTY-  SC/GREENVILLE
 ED3530  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED3530
 ED3530                         *CURRENT SURVEY CONTROL
 ED3530  ___________________________________________________________________
 ED3530* NAD 83(2001)-  34 56 23.02168(N)    082 26 04.69748(W)     ADJUSTED  
 ED3530* NAVD 88     -       342.656  (meters)    1124.20   (feet)  ADJUSTED  
 ED3530  ___________________________________________________________________
 ED3530  X           -     689,161.137 (meters)                     COMP
 ED3530  Y           -  -5,188,949.701 (meters)                     COMP
 ED3530  Z           -   3,632,565.952 (meters)                     COMP
 ED3530  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 ED3530  ELLIP HEIGHT-         311.43  (meters)          (03/13/03) GPS OBS
 ED3530  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 ED3530  DYNAMIC HT  -         342.304 (meters)    1123.04  (feet)  COMP
 ED3530  MODELED GRAV-     979,599.4   (mgal)                       NAVD 88
 ED3530
 ED3530  HORZ ORDER  -  FIRST
 ED3530  VERT ORDER  -  FIRST     CLASS II
 ED3530  ELLP ORDER  -  FOURTH    CLASS II
 ED3530
 ED3530.The horizontal coordinates were established by GPS observations
 ED3530.and adjusted by the National Geodetic Survey in March 2003..
 ED3530
 ED3530.The orthometric height was determined by differential leveling
 ED3530.and adjusted by the National Geodetic Survey in August 1993..
 ED3530
 ED3530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3530
 ED3530.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3530
 ED3530.The ellipsoidal height was determined by GPS observations
 ED3530.and is referenced to NAD 83.
 ED3530
 ED3530.The geoid height was determined by GEOID03.
 ED3530
 ED3530.The dynamic height is computed by dividing the NAVD 88
 ED3530.geopotential number by the normal gravity value computed on the
 ED3530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3530.degrees latitude (g = 980.6199 gals.).
 ED3530
 ED3530.The modeled gravity was interpolated from observed gravity values.
 ED3530
 ED3530;                    North         East     Units Scale Factor Converg.
 ED3530;SPC SC       -   345,419.450   478,537.571   MT  1.00003956   -0 47 43.3
 ED3530;SPC SC       - 1,133,265.91  1,570,005.15   iFT  1.00003956   -0 47 43.3
 ED3530;UTM  17      - 3,867,298.693   368,986.221   MT  0.99981155   -0 49 18.3
 ED3530
 ED3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3530!SPC SC       -   0.99995112  x   1.00003956  =   0.99999068
 ED3530!UTM  17      -   0.99995112  x   0.99981155  =   0.99976268
 ED3530
 ED3530                          SUPERSEDED SURVEY CONTROL
 ED3530
 ED3530  NAD 83(1986)-  34 56 23.02924(N)    082 26 04.69881(W) AD(       ) 1
 ED3530  NAD 83(1995)-  34 56 23.02193(N)    082 26 04.69736(W) AD(       ) 1
 ED3530  ELLIP H (04/18/02)  311.44   (m)                       GP(       ) 4 1
 ED3530  NAVD 88 (04/18/02)  342.66   (m)         1124.2    (f) LEVELING    3  
 ED3530  NGVD 29 (12/12/91)  342.737  (m)         1124.46   (f) ADJUSTED    1 2
 ED3530
 ED3530.Superseded values are not recommended for survey control.
 ED3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3530.See file dsdata.txt to determine how the superseded data were derived.
 ED3530
 ED3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6898667299(NAD 83)
 ED3530_MARKER: DD = SURVEY DISK
 ED3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3530_SP_SET: CONCRETE POST
 ED3530_STAMPING: 23 125 1991
 ED3530_MARK LOGO: SCGS  
 ED3530_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3530+STABILITY: SURFACE MOTION
 ED3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3530+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 ED3530
 ED3530  HISTORY     - Date     Condition        Report By
 ED3530  HISTORY     - 1991     MONUMENTED       SCGS
 ED3530  HISTORY     - 20000628 GOOD             SCGS
 ED3530  HISTORY     - 20060427 GOOD             FRELAN
 ED3530
 ED3530                          STATION DESCRIPTION
 ED3530
 ED3530'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3530'STATION IS LOCATED 2.0 MILES SOUTH SOUTHEAST OF TRAVELERS REST.
 ED3530'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3530'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3530'THE JUNCTION OVERPASS OF U.S. HIGHWAYS 25 BYPASS, 25, 276 (1.3 MILES
 ED3530'SOUTH OF TRAVELER REST), GO SOUTH ON HIGHWAYS 276 AND 25 BUSINESS FOR
 ED3530'0.6 MILE TO THE STATION ON THE LEFT ON AN EMBANKMENT ON THE EAST SIDE
 ED3530'OF THE HIGHWAY NEAR THE SOUTH END OF A GUARDRAIL.  STATION IS A
 ED3530'CONCRETE POST FLUSH WITH THE GROUND AND 7.0 FEET ABOVE THE HIGHWAY,
 ED3530'34.5 FEET SOUTH OF THE SOUTH END POST OF THE GUARDRAIL, 51.4 FEET
 ED3530'EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 22.0 FEET
 ED3530'WEST OF THE CENTER OF ROAD 1127, 54.4 FEET WEST OF A POWER POLE WITH
 ED3530'4 GUY WIRES, 31.2 FEET NORTH NORTHWEST OF THE SOUTHWEST END OF AN
 ED3530'18-INCH CONCRETE PIPE CULVERT BENEATH THE ROAD, 3.3 FEET EAST OF A
 ED3530'WITNESS POST.  DESCRIBED BY T. HALL.
 ED3530
 ED3530                          STATION RECOVERY (2000)
 ED3530
 ED3530'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3530'STATION IS LOCATED 6.4 MILES (10.3 KM) NORTH NORTHWEST OF GREENVILLE,
 ED3530'2.0 MILES (3.2 KM) SOUTH OF TRAVELERS REST.  OWNERSHIP--SCDOT,
 ED3530'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3530'803-737-1350.  TO REACH THE STATION FROM THE SOUTHERN MOST JUNCTION OF
 ED3530'U.S.  HIGHWAYS 25, 276 AND 25 BUSINESS (POINSETT HIGHWAY) , 1.4 MILES
 ED3530'(2.3 KM) SOUTH OF TRAVELERS REST, GO SOUTH ON HIGHWAY 276 FOR 0.6 MILE
 ED3530'(1.0 KM) TO THE STATION ON THE LEFT ATOP A CUT-BANK NEAR THE SOUTH END
 ED3530'OF A GUARDRAIL.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3530'10.0 FEET (3.0 M) ABOVE THE HIGHWAY, 53.3 FEET (16.2 M) EAST OF THE
 ED3530'CENTER OF THE NORTHBOUND LANES OF HIGHWAY 276, 22.0 FEET (6.7 M) WEST
 ED3530'OF THE CENTER OF STATE ROAD 1127 (OLD BUNCOMBE ROAD) , 30.7 FEET (9.4
 ED3530'M) NORTH OF THE SOUTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 ED3530'BENEATH ROAD 1127, 32.5 FEET (9.9 M) SOUTH OF THE SOUTH END OF THE
 ED3530'GUARDRAIL, 54.0 FEET (16.5 M) WEST OF A POWER POLE WITH SIX GUY WIRES
 ED3530'AND A SCGS REFERENCE WASHER ATTACHED, 32.5 FEET (9.9 M) SOUTH OF A
 ED3530'WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 ED3530
 ED3530                          STATION RECOVERY (2006)
 ED3530
 ED3530'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 ED3530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3529 ***********************************************************************
 ED3529  DESIGNATION -  23 126
 ED3529  PID         -  ED3529
 ED3529  STATE/COUNTY-  SC/GREENVILLE
 ED3529  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED3529
 ED3529                         *CURRENT SURVEY CONTROL
 ED3529  ___________________________________________________________________
 ED3529* NAD 83(2001)-  34 57 10.86491(N)    082 26 25.48715(W)     ADJUSTED  
 ED3529* NAVD 88     -       326.695  (meters)    1071.83   (feet)  ADJUSTED  
 ED3529  ___________________________________________________________________
 ED3529  X           -     688,525.300 (meters)                     COMP
 ED3529  Y           -  -5,188,168.914 (meters)                     COMP
 ED3529  Z           -   3,633,765.370 (meters)                     COMP
 ED3529  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 ED3529  ELLIP HEIGHT-         295.44  (meters)          (01/05/05) GPS OBS
 ED3529  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 ED3529  DYNAMIC HT  -         326.359 (meters)    1070.73  (feet)  COMP
 ED3529  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 ED3529
 ED3529  HORZ ORDER  -  FIRST
 ED3529  VERT ORDER  -  FIRST     CLASS II
 ED3529  ELLP ORDER  -  FOURTH    CLASS I
 ED3529
 ED3529.The horizontal coordinates were established by GPS observations
 ED3529.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 ED3529
 ED3529.The orthometric height was determined by differential leveling
 ED3529.and adjusted by the National Geodetic Survey in August 1993..
 ED3529
 ED3529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3529
 ED3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3529
 ED3529.The ellipsoidal height was determined by GPS observations
 ED3529.and is referenced to NAD 83.
 ED3529
 ED3529.The geoid height was determined by GEOID03.
 ED3529
 ED3529.The dynamic height is computed by dividing the NAVD 88
 ED3529.geopotential number by the normal gravity value computed on the
 ED3529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3529.degrees latitude (g = 980.6199 gals.).
 ED3529
 ED3529.The modeled gravity was interpolated from observed gravity values.
 ED3529
 ED3529;                    North         East     Units Scale Factor Converg.
 ED3529;SPC SC       -   346,901.071   478,030.583   MT  1.00004475   -0 47 54.8
 ED3529;SPC SC       - 1,138,126.87  1,568,341.81   iFT  1.00004475   -0 47 54.8
 ED3529;UTM  17      - 3,868,780.208   368,480.037   MT  0.99981319   -0 49 31.2
 ED3529
 ED3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3529!SPC SC       -   0.99995363  x   1.00004475  =   0.99999838
 ED3529!UTM  17      -   0.99995363  x   0.99981319  =   0.99976683
 ED3529
 ED3529                          SUPERSEDED SURVEY CONTROL
 ED3529
 ED3529  NAVD 88 (01/05/05)  326.69   (m)         1071.8    (f) LEVELING    3  
 ED3529  NGVD 29 (12/12/91)  326.775  (m)         1072.09   (f) ADJUSTED    1 2
 ED3529
 ED3529.Superseded values are not recommended for survey control.
 ED3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3529.See file dsdata.txt to determine how the superseded data were derived.
 ED3529
 ED3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6848068780(NAD 83)
 ED3529_MARKER: DD = SURVEY DISK
 ED3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3529_SP_SET: CONCRETE POST
 ED3529_STAMPING: 23 126 1991
 ED3529_MARK LOGO: SCGS  
 ED3529_PROJECTION: FLUSH
 ED3529_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3529+STABILITY: SURFACE MOTION
 ED3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3529+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ED3529
 ED3529  HISTORY     - Date     Condition        Report By
 ED3529  HISTORY     - 1991     MONUMENTED       SCGS
 ED3529  HISTORY     - 20000628 GOOD             SCGS
 ED3529  HISTORY     - 20040819 GOOD             WOOLPT
 ED3529
 ED3529                          STATION DESCRIPTION
 ED3529
 ED3529'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3529'STATION IS LOCATED 1.0 MILE SOUTH OF TRAVELERS REST.
 ED3529'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3529'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3529'THE SOUTHERN JUNCTION OVERPASS OF U.S. HIGHWAYS 25 BYPASS, 25, 276
 ED3529'(1.3 MILES SOUTH OF TRAVELER REST), GO NORTH ON HIGHWAY 276 FOR 0.4
 ED3529'MILE TO THE JUNCTION OF STATE ROAD 281, TURN LEFT ON ROAD 281 FOR
 ED3529'0.05 MILE TO THE JUNCTION OF STATE ROAD 1130 AND THE STATION IN THE
 ED3529'SOUTHEAST ANGLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3529'AND LEVEL ROAD 281, 22.2 FEET SOUTH OF THE CENTER OF ROAD 281, 31.0
 ED3529'FEET EAST OF THE CENTER OF ROAD 1130, 19.7 FEET NORTHWEST OF A POWER
 ED3529'POLE WITH A SECURITY LIGHT, 132.1 FEET NORTH OF THE NORTHWEST CORNER
 ED3529'OF A BRICK SERVICE STATION/CONVENIENCE STORE, 4.0 FEET SOUTHEAST OF
 ED3529'THE SOUTHEAST EDGE OF THE CONCRETE CURB AT THE JUNCTION OF THE ROADS,
 ED3529'2.8 FEET NORTH OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3529
 ED3529                          STATION RECOVERY (2000)
 ED3529
 ED3529'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3529'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTH OF TRAVELERS REST, 7.3
 ED3529'MILES (11.7 KM) NORTH NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED3529'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3529'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 ED3529'HIGHWAYS 25, 276 AND 25 BUSINESS (POINSETT HIGHWAY) , 1.4 MILES (2.3
 ED3529'KM) SOUTH OF TRAVELERS REST, GO NORTH ON HIGHWAY 276 FOR 0.4 MILE (0.6
 ED3529'KM) TO THE JUNCTION OF STATE ROAD 1130 (EDWARDS ROAD) , TURN LEFT ON
 ED3529'STATE ROAD 1130 FOR 0.05 MILE (0.08 KM) TO THE STATION IN THE
 ED3529'SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 281 (FRONTAGE ROAD) .
 ED3529'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3529'HIGHWAY, 22.3 FEET (6.8 M) SOUTH SOUTHWEST OF THE CENTER OF ROAD 1130,
 ED3529'31.0 FEET (9.4 M) EAST SOUTHEAST OF THE CENTER ROAD 281, 19.6 FEET
 ED3529'(6.0 M) NORTH NORTHWEST OF A POWER POLE WITH A SECURITY LIGHT AND A
 ED3529'SCGS REFERENCE WASHER ATTACHED, 4.0 FEET (1.2 M) SOUTH OF THE SOUTH
 ED3529'EDGE OF A 0.5-FOOT CONCRETE CURB, 2.7 FEET (0.8 M) NORTHEAST OF A
 ED3529'WITNESS POST.
 ED3529
 ED3529                          STATION RECOVERY (2004)
 ED3529
 ED3529'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 ED3529'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3527 ***********************************************************************
 ED3527  DESIGNATION -  23 127
 ED3527  PID         -  ED3527
 ED3527  STATE/COUNTY-  SC/GREENVILLE
 ED3527  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED3527
 ED3527                         *CURRENT SURVEY CONTROL
 ED3527  ___________________________________________________________________
 ED3527* NAD 83(1986)-  34 58 02.     (N)    082 26 36.     (W)     SCALED    
 ED3527* NAVD 88     -       335.141  (meters)    1099.54   (feet)  ADJUSTED  
 ED3527  ___________________________________________________________________
 ED3527  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 ED3527  DYNAMIC HT  -         334.796 (meters)    1098.41  (feet)  COMP
 ED3527  MODELED GRAV-     979,597.5   (mgal)                       NAVD 88
 ED3527
 ED3527  VERT ORDER  -  FIRST     CLASS II
 ED3527
 ED3527.The horizontal coordinates were scaled from a topographic map and have
 ED3527.an estimated accuracy of +/- 6 seconds.
 ED3527
 ED3527.The orthometric height was determined by differential leveling
 ED3527.and adjusted by the National Geodetic Survey in August 1993..
 ED3527
 ED3527.The geoid height was determined by GEOID03.
 ED3527
 ED3527.The dynamic height is computed by dividing the NAVD 88
 ED3527.geopotential number by the normal gravity value computed on the
 ED3527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3527.degrees latitude (g = 980.6199 gals.).
 ED3527
 ED3527.The modeled gravity was interpolated from observed gravity values.
 ED3527
 ED3527;                    North         East    Units  Estimated Accuracy
 ED3527;SPC SC       -   348,480.      477,790.      MT  (+/- 180 meters Scaled)
 ED3527
 ED3527                          SUPERSEDED SURVEY CONTROL
 ED3527
 ED3527  NGVD 29 (12/12/91)  335.220  (m)         1099.80   (f) ADJUSTED    1 2
 ED3527
 ED3527.Superseded values are not recommended for survey control.
 ED3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3527.See file dsdata.txt to determine how the superseded data were derived.
 ED3527
 ED3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU682703(NAD 83)
 ED3527_MARKER: DD = SURVEY DISK
 ED3527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3527_SP_SET: CONCRETE POST
 ED3527_STAMPING: 23 127 1991
 ED3527_MARK LOGO: SCGS  
 ED3527_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3527+STABILITY: SURFACE MOTION
 ED3527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3527+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3527
 ED3527  HISTORY     - Date     Condition        Report By
 ED3527  HISTORY     - 1991     MONUMENTED       SCGS
 ED3527  HISTORY     - 19961028 GOOD             SCGS
 ED3527  HISTORY     - 20000628 GOOD             SCGS
 ED3527
 ED3527                          STATION DESCRIPTION
 ED3527
 ED3527'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3527'STATION IS LOCATED IN TRAVELERS REST.  OWNERSHIP--CALVIN N. COX,
 ED3527'P.O. BOX 834, TRAVELERS REST, SC 29690, PHONE 803-834-9676 AT HOME
 ED3527'OR 803-834-7952 AT WORK.  TO REACH THE STATION FROM THE JUNCTION OF
 ED3527'U.S. HIGHWAYS 276 (MAIN STREET) AND 25 (POINSETT HIGHWAY) IN
 ED3527'TRAVELERS REST, GO NORTH NORTHWEST ON HIGHWAY 276 FOR 0.2 MILE TO THE
 ED3527'JUNCTION OF STATE ROAD 103 (CENTER STREET) AND THE STATION IN THE
 ED3527'SOUTHWEST ANGLE OF THE JUNCTION.  STATION IS A CONCRETE POST FLUSH
 ED3527'WITH THE GROUND AND LEVEL WITH THE ROADS, 49.6 FEET SOUTHWEST OF THE
 ED3527'SOUTHWEST EDGE OF A CONCRETE MEDIAN IN THE CENTER OF HIGHWAY 276,
 ED3527'75.8 FEET SOUTHEAST OF THE CENTER OF ROAD 103, 43.9 FEET SOUTH
 ED3527'SOUTHEAST OF A POWER POLE WITH A SECURITY LIGHT, 35.8 FEET NORTHEAST
 ED3527'OF A CHAIN LINK FENCE.  DESCRIBED BY T. HALL.
 ED3527
 ED3527                          STATION RECOVERY (1996)
 ED3527
 ED3527'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED3527'STATION IN TRAVELERS REST, 8.4 MILES (13.5 KM) NORTH OF GREENVILLE.
 ED3527'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 ED3527'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 ED3527'OF U.S. HIGHWAYS 276 (MAIN STREET) AND 25 BUSINESS (POINSETT HIGHWAY)
 ED3527'IN TRAVELERS REST, GO NORTHWEST ON HIGHWAY 276 FOR 0.2 MILE (0.3 KM)
 ED3527'TO THE STATION IN THE SOUTH ANGLE OF THE JUNCTION OF STATE ROAD 103
 ED3527'(MCELHANEY ROAD).  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3527'AND LEVEL WITH THE ROADS, 75.8 FEET (23.1 M) SOUTHEAST OF THE CENTER
 ED3527'OF ROAD 103, 43.9 FEET (13.4 M) SOUTH SOUTHEAST OF A POWER POLE WITH
 ED3527'SECURITY LIGHT, 49.6 FEET (15.1 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 ED3527'A CONCRETE MEDIAN IN THE CENTER OF HIGHWAY 276, 36.0 FEET (11.0 M)
 ED3527'NORTHEAST OF A CHAIN LINK FENCE. RECOVERED BY L.A. OWENS.
 ED3527
 ED3527                          STATION RECOVERY (2000)
 ED3527
 ED3527'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3527'STATION IS LOCATED IN TRAVELERS REST, 8.4 MILES (13.5 KM) NORTH
 ED3527'NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3527'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3527'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 ED3527'25 BUSINESS (SOUTH POINSETT HIGHWAY) AND 276 (GEER HIGHWAY) IN
 ED3527'TRAVELERS REST, GO NORTH ON HIGHWAY 276 FOR 0.2 MILE (0.3 KM) TO THE
 ED3527'STATION ON THE LEFT IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE
 ED3527'ROAD 103 (MCELHANEY ROAD) .  STATION IS A CONCRETE POST RECESSED 0.2
 ED3527'FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 49.8 FEET (15.2 M) WEST
 ED3527'SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE MEDIAN OF HIGHWAY 276,
 ED3527'76.2 FEET (23.2 M) SOUTHEAST OF THE CENTER OF ROAD 103, 41.7 FEET
 ED3527'(12.7 M) SOUTH SOUTHEAST OF A TRAFFIC CONTROL POLE WITH AN ELECTRIC
 ED3527'METER AND A CONTROL BOX ATTACHED, 67.4 FEET (20.5 M) EAST OF A POWER
 ED3527'POLE WITH A SECURITY LIGHT AND A SCGS REFERENCE WASHER ATTACHED, 20.5
 ED3527'FEET (6.2 M) SOUTH SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3525 ***********************************************************************
 ED3525  DESIGNATION -  23 128
 ED3525  PID         -  ED3525
 ED3525  STATE/COUNTY-  SC/GREENVILLE
 ED3525  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED3525
 ED3525                         *CURRENT SURVEY CONTROL
 ED3525  ___________________________________________________________________
 ED3525* NAD 83(1986)-  34 58 31.     (N)    082 25 45.     (W)     SCALED    
 ED3525* NAVD 88     -       331.124  (meters)    1086.36   (feet)  ADJUSTED  
 ED3525  ___________________________________________________________________
 ED3525  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 ED3525  DYNAMIC HT  -         330.784 (meters)    1085.25  (feet)  COMP
 ED3525  MODELED GRAV-     979,598.8   (mgal)                       NAVD 88
 ED3525
 ED3525  VERT ORDER  -  FIRST     CLASS II
 ED3525
 ED3525.The horizontal coordinates were scaled from a topographic map and have
 ED3525.an estimated accuracy of +/- 6 seconds.
 ED3525
 ED3525.The orthometric height was determined by differential leveling
 ED3525.and adjusted by the National Geodetic Survey in August 1993..
 ED3525
 ED3525.The geoid height was determined by GEOID03.
 ED3525
 ED3525.The dynamic height is computed by dividing the NAVD 88
 ED3525.geopotential number by the normal gravity value computed on the
 ED3525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3525.degrees latitude (g = 980.6199 gals.).
 ED3525
 ED3525.The modeled gravity was interpolated from observed gravity values.
 ED3525
 ED3525;                    North         East    Units  Estimated Accuracy
 ED3525;SPC SC       -   349,360.      479,090.      MT  (+/- 180 meters Scaled)
 ED3525
 ED3525                          SUPERSEDED SURVEY CONTROL
 ED3525
 ED3525  NGVD 29 (12/12/91)  331.202  (m)         1086.62   (f) ADJUSTED    1 2
 ED3525
 ED3525.Superseded values are not recommended for survey control.
 ED3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3525.See file dsdata.txt to determine how the superseded data were derived.
 ED3525
 ED3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU695712(NAD 83)
 ED3525_MARKER: DD = SURVEY DISK
 ED3525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3525_SP_SET: CONCRETE POST
 ED3525_STAMPING: 23 128 1991
 ED3525_MARK LOGO: SCGS  
 ED3525_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3525+STABILITY: SURFACE MOTION
 ED3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3525+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED3525
 ED3525  HISTORY     - Date     Condition        Report By
 ED3525  HISTORY     - 1991     MONUMENTED       SCGS
 ED3525  HISTORY     - 19961028 GOOD             SCGS
 ED3525  HISTORY     - 20000711 GOOD             SCGS
 ED3525
 ED3525                          STATION DESCRIPTION
 ED3525
 ED3525'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3525'STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE JUNCTION OF U.S.
 ED3525'HIGHWAYS 25 AND 25 BUSINESS (NORTH POINSETT HIGHWAY), 1.05 MILES
 ED3525'NORTHEAST OF TRAVELERS REST.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3525'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3525'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3525'LEVEL WITH THE HIGHWAY, 61.5 FEET SOUTHEAST OF A POWER POLE WITH 4
 ED3525'GUY WIRES, A TRANSFORMER AND A SECURITY LIGHT, 42.9 FEET WEST OF THE
 ED3525'CENTER OF THE SOUTHBOUND LANES OF HIGHWAY 25, 65.3 FEET EAST
 ED3525'NORTHEAST OF THE EASTERN MOST ONE OF TWO METAL SIGN POSTS FOR A SHELL
 ED3525'SERVICE STATION SIGN, 149.1 FEET NORTHEAST OF THE EAST CORNER OF A
 ED3525'SHELL SERVICE STATION BUILDING, 91.2 FEET NORTH NORTHEAST OF A 4-FOOT
 ED3525'HIGH FENCE LINE POST WITH A SCGS REFERENCE WASHER ATTACHED.
 ED3525'DESCRIBED BY T. HALL.
 ED3525
 ED3525                          STATION RECOVERY (1996)
 ED3525
 ED3525'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED3525'RECOVERED AS DESCRIBED.
 ED3525
 ED3525                          STATION RECOVERY (2000)
 ED3525
 ED3525'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3525'STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE NORTHERN-MOST
 ED3525'JUNCTION OF U.S.  HIGHWAYS 25 AND 25 BUSINESS (NORTH POINSETT HIGHWAY)
 ED3525', 1.0 MILE (1.6 KM) NORTHEAST OF TRAVELERS REST, 8.7 MILES (14.0 KM)
 ED3525'NORTH NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3525'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3525'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3525'LEVEL WITH THE JUNCTION, 48.3 FEET (14.7 M) WEST OF THE CENTER OF THE
 ED3525'SOUTHBOUND LANES OF HIGHWAY 25, 61.5 FEET (18.7 M) SOUTHEAST OF POWER
 ED3525'POLE NUMBER 71/25K WITH A SECURITY LIGHT A TRANSFORMER AND FIVE GUY
 ED3525'WIRES ATTACHED, 76.6 FEET (23.3 M) EAST SOUTHEAST OF POWER POLE NUMBER
 ED3525'50/N WITH A TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 50.7
 ED3525'FEET (15.5 M) NORTHEAST OF THE EASTERNMOST SIGN POST FOR A CITGO GAS
 ED3525'STATION, 47.4 FEET (14.4 M) SOUTH SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3744 ***********************************************************************
 FB3744  DESIGNATION -  23 129
 FB3744  PID         -  FB3744
 FB3744  STATE/COUNTY-  SC/GREENVILLE
 FB3744  USGS QUAD   -  SLATER (1983)
 FB3744
 FB3744                         *CURRENT SURVEY CONTROL
 FB3744  ___________________________________________________________________
 FB3744* NAD 83(1986)-  35 00 30.     (N)    082 24 55.     (W)     SCALED    
 FB3744* NAVD 88     -       337.131  (meters)    1106.07   (feet)  ADJUSTED  
 FB3744  ___________________________________________________________________
 FB3744  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FB3744  DYNAMIC HT  -         336.784 (meters)    1104.93  (feet)  COMP
 FB3744  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 FB3744
 FB3744  VERT ORDER  -  FIRST     CLASS II
 FB3744
 FB3744.The horizontal coordinates were scaled from a topographic map and have
 FB3744.an estimated accuracy of +/- 6 seconds.
 FB3744
 FB3744.The orthometric height was determined by differential leveling
 FB3744.and adjusted by the National Geodetic Survey in August 1993..
 FB3744
 FB3744.The geoid height was determined by GEOID03.
 FB3744
 FB3744.The dynamic height is computed by dividing the NAVD 88
 FB3744.geopotential number by the normal gravity value computed on the
 FB3744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3744.degrees latitude (g = 980.6199 gals.).
 FB3744
 FB3744.The modeled gravity was interpolated from observed gravity values.
 FB3744
 FB3744;                    North         East    Units  Estimated Accuracy
 FB3744;SPC SC       -   353,010.      480,410.      MT  (+/- 180 meters Scaled)
 FB3744
 FB3744                          SUPERSEDED SURVEY CONTROL
 FB3744
 FB3744  NGVD 29 (12/12/91)  337.206  (m)         1106.32   (f) ADJUSTED    1 2
 FB3744
 FB3744.Superseded values are not recommended for survey control.
 FB3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3744.See file dsdata.txt to determine how the superseded data were derived.
 FB3744
 FB3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU708748(NAD 83)
 FB3744_MARKER: DD = SURVEY DISK
 FB3744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3744_SP_SET: CONCRETE POST
 FB3744_STAMPING: 23 129 1991
 FB3744_MARK LOGO: SCGS  
 FB3744_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3744+STABILITY: SURFACE MOTION
 FB3744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3744+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 FB3744
 FB3744  HISTORY     - Date     Condition        Report By
 FB3744  HISTORY     - 1991     MONUMENTED       SCGS
 FB3744  HISTORY     - 20000711 GOOD             SCGS
 FB3744
 FB3744                          STATION DESCRIPTION
 FB3744
 FB3744'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3744'STATION IS LOCATED 3.2 MILES NORTH NORTHEAST OF TRAVELERS REST, 5.0
 FB3744'MILES SOUTH SOUTHWEST OF TIGERVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3744'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3744'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FB3744'HIGHWAYS 25 AND 25 BUSINESS (NORTH POINSETT HIGHWAY), 1.0 MILE
 FB3744'NORTHEAST OF TRAVELERS REST, GO NORTH ON HIGHWAY 25 FOR 2.45 MILES TO
 FB3744'THE JUNCTION OF BELVUE SCHOOL ROAD RIGHT AND BELVUE ROAD LEFT AND THE
 FB3744'STATION IN THE EAST ANGLE OF THE JUNCTION BEHIND A METAL GUARDRAIL.
 FB3744'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3744'HIGHWAY, 3.9 FEET EAST NORTHEAST OF THE SOUTH END POST OF THE
 FB3744'GUARDRAIL, 3.7 FEET SOUTH OF A GUARDRAIL POST WITH A SCGS REFERENCE
 FB3744'WASHER ATTACHED, 27.0 FEET SOUTHEAST OF THE CENTER OF THE NORTHBOUND
 FB3744'LANES OF THE HIGHWAY, 59.2 FEET NORTHEAST OF THE CENTER OF BELVUE
 FB3744'SCHOOL ROAD, 29.8 FEET NORTH NORTHEAST OF A SMALL RED FIRE HYDRANT,
 FB3744'1.9 FEET NORTHWEST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 FB3744
 FB3744                          STATION RECOVERY (2000)
 FB3744
 FB3744'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3744'STATION IS LOCATED 3.3 MILES (5.3 KM) NORTH NORTHEAST OF TRAVELERS
 FB3744'REST, 10.8 MILES (17.4 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT,
 FB3744'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3744'803-737-1350.  TO REACH THE STATION FROM THE NORTHERN-MOST JUNCTION OF
 FB3744'U.S.  HIGHWAYS 25 AND 25 BUSINESS (NORTH POINSETT HIGHWAY) , 0.9 MILE
 FB3744'(1.4 KM) SOUTH OF TRAVELERS REST, GO NORTH ON HIGHWAY 25 FOR 2.45
 FB3744'MILES (3.94 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTH END OF A
 FB3744'GUARDRAIL IN THE NORTHEAST ANGLE OF THE JUNCTION OF BELVUE SCHOOL
 FB3744'ROAD.  STATION IS A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) AND 0.5
 FB3744'FOOT (15.2 CM) BELOW THE HIGHWAY, 27.0 FEET (8.2 M) SOUTHEAST OF THE
 FB3744'CENTER OF THE NORTHBOUND LANES OF HIGHWAY 25, 3.6 FEET (1.1 M)
 FB3744'NORTHEAST OF A GUARDRAIL POST AT THE SOUTHERNMOST END OF THE GUARDRAIL
 FB3744'WITH A SCGS REFERENCE WASHER ATTACHED, 57.5 FEET (17.5 M) NORTHEAST OF
 FB3744'THE CENTER OF BELVUE SCHOOL ROAD, 29.8 FEET (9.1 M) NORTH NORTHEAST OF
 FB3744'A FIRE HYDRANT, 40.1 FEET (12.2 M) SOUTHWEST OF A SCDOT CONCRETE RIGHT
 FB3744'OF WAY MARKER POST, 3.0 FEET (0.9 M) EAST NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3743 ***********************************************************************
 FB3743  DESIGNATION -  23 130
 FB3743  PID         -  FB3743
 FB3743  STATE/COUNTY-  SC/GREENVILLE
 FB3743  USGS QUAD   -  SLATER (1983)
 FB3743
 FB3743                         *CURRENT SURVEY CONTROL
 FB3743  ___________________________________________________________________
 FB3743* NAD 83(1986)-  35 01 07.     (N)    082 24 45.     (W)     SCALED    
 FB3743* NAVD 88     -       323.715  (meters)    1062.06   (feet)  ADJUSTED  
 FB3743  ___________________________________________________________________
 FB3743  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FB3743  DYNAMIC HT  -         323.381 (meters)    1060.96  (feet)  COMP
 FB3743  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 FB3743
 FB3743  VERT ORDER  -  FIRST     CLASS II
 FB3743
 FB3743.The horizontal coordinates were scaled from a topographic map and have
 FB3743.an estimated accuracy of +/- 6 seconds.
 FB3743
 FB3743.The orthometric height was determined by differential leveling
 FB3743.and adjusted by the National Geodetic Survey in August 1993..
 FB3743
 FB3743.The geoid height was determined by GEOID03.
 FB3743
 FB3743.The dynamic height is computed by dividing the NAVD 88
 FB3743.geopotential number by the normal gravity value computed on the
 FB3743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3743.degrees latitude (g = 980.6199 gals.).
 FB3743
 FB3743.The modeled gravity was interpolated from observed gravity values.
 FB3743
 FB3743;                    North         East    Units  Estimated Accuracy
 FB3743;SPC SC       -   354,140.      480,680.      MT  (+/- 180 meters Scaled)
 FB3743
 FB3743                          SUPERSEDED SURVEY CONTROL
 FB3743
 FB3743  NGVD 29 (12/12/91)  323.788  (m)         1062.29   (f) ADJUSTED    1 2
 FB3743
 FB3743.Superseded values are not recommended for survey control.
 FB3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3743.See file dsdata.txt to determine how the superseded data were derived.
 FB3743
 FB3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU711760(NAD 83)
 FB3743_MARKER: DD = SURVEY DISK
 FB3743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3743_SP_SET: CONCRETE POST
 FB3743_STAMPING: 23 130 1991
 FB3743_MARK LOGO: SCGS  
 FB3743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3743+STABILITY: SURFACE MOTION
 FB3743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3743+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 FB3743
 FB3743  HISTORY     - Date     Condition        Report By
 FB3743  HISTORY     - 1991     MONUMENTED       SCGS
 FB3743  HISTORY     - 20000711 GOOD             SCGS
 FB3743
 FB3743                          STATION DESCRIPTION
 FB3743
 FB3743'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3743'STATION IS LOCATED 3.9 MILES NORTH NORTHEAST OF TRAVELERS REST, 4.3
 FB3743'MILES SOUTH SOUTHWEST OF TIGERVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3743'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3743'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FB3743'HIGHWAY 25 AND STATE HIGHWAY 290 (LOCUST HILL ROAD), 4.0 MILES
 FB3743'SOUTHWEST OF TIGERVILLE, GO SOUTHEAST ON HIGHWAY 25 FOR 1.1 MILES TO
 FB3743'THE JUNCTION OF MCKINNEY ROAD LEFT AND THE STATION IN THE SOUTHEAST
 FB3743'ANGLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 FB3743'WITH THE HIGHWAY, 152.0 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER
 FB3743'OF A WOOD AND STONE HOUSE, 70.3 FEET WEST OF THE CENTER OF A GRAVEL
 FB3743'DRIVEWAY LEADING TO THE WOOD AND STONE HOUSE, 37.3 FEET EAST OF THE
 FB3743'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 69.8 FEET SOUTH OF THE
 FB3743'CENTER OF MCKINNEY ROAD, 34.0 FEET SOUTH OF A POWER POLE NUMBER
 FB3743'571-2/138 WITH A METER BOX ATTACHED, 12.5 FEET WEST OF THE NORTHWEST
 FB3743'CORNER OF A 2-FOOT HIGH CONCRETE RIGHT OF WAY MARKER POST, 93.5 FEET
 FB3743'NORTHWEST OF THE CENTER OF A 3-FOOT HIGH BRICK WELL.  DESCRIBED BY T.
 FB3743'HALL.
 FB3743
 FB3743                          STATION RECOVERY (2000)
 FB3743
 FB3743'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3743'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTH NORTHEAST OF TRAVELERS
 FB3743'REST, 11.5 MILES (18.5 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT,
 FB3743'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3743'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FB3743'25 AND STATE HIGHWAY 290 (LOCUST HILL ROAD) , 4.1 MILES (6.6 KM)
 FB3743'SOUTHWEST OF TIGERVILLE, GO SOUTH ON HIGHWAY 25 FOR 1.05 MILES (1.69
 FB3743'KM) TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF THE JUNCTION
 FB3743'OF A PAVED ROAD LEFT (MCKINNEY ROAD) .  STATION IS A CONCRETE POST
 FB3743'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 41.3 FEET (12.6 M)
 FB3743'EAST OF THE CENTER OF THE NORTHBOUND LANES OF HIGHWAY 25, 70.0 FEET
 FB3743'(21.3 M) SOUTH OF THE CENTER OF MCKINNEY ROAD, 34.0 FEET (10.4 M)
 FB3743'SOUTH OF POWER POLE NUMBER 571/2/13/8 WITH A METER BOX ATTACHED, 13.0
 FB3743'FEET (4.0 M) WEST OF A SCDOT CONCRETE RIGHT OF WAY MARKER POST, 33.6
 FB3743'FEET (10.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3742 ***********************************************************************
 FB3742  DESIGNATION -  23 131
 FB3742  PID         -  FB3742
 FB3742  STATE/COUNTY-  SC/GREENVILLE
 FB3742  USGS QUAD   -  SLATER (1983)
 FB3742
 FB3742                         *CURRENT SURVEY CONTROL
 FB3742  ___________________________________________________________________
 FB3742* NAD 83(1986)-  35 02 33.     (N)    082 25 46.     (W)     SCALED    
 FB3742* NAVD 88     -       342.034  (meters)    1122.16   (feet)  ADJUSTED  
 FB3742  ___________________________________________________________________
 FB3742  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 FB3742  DYNAMIC HT  -         341.682 (meters)    1121.00  (feet)  COMP
 FB3742  MODELED GRAV-     979,594.8   (mgal)                       NAVD 88
 FB3742
 FB3742  VERT ORDER  -  FIRST     CLASS II
 FB3742
 FB3742.The horizontal coordinates were scaled from a topographic map and have
 FB3742.an estimated accuracy of +/- 6 seconds.
 FB3742
 FB3742.The orthometric height was determined by differential leveling
 FB3742.and adjusted by the National Geodetic Survey in August 1993..
 FB3742
 FB3742.The geoid height was determined by GEOID03.
 FB3742
 FB3742.The dynamic height is computed by dividing the NAVD 88
 FB3742.geopotential number by the normal gravity value computed on the
 FB3742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3742.degrees latitude (g = 980.6199 gals.).
 FB3742
 FB3742.The modeled gravity was interpolated from observed gravity values.
 FB3742
 FB3742;                    North         East    Units  Estimated Accuracy
 FB3742;SPC SC       -   356,810.      479,170.      MT  (+/- 180 meters Scaled)
 FB3742
 FB3742                          SUPERSEDED SURVEY CONTROL
 FB3742
 FB3742  NGVD 29 (12/12/91)  342.105  (m)         1122.39   (f) ADJUSTED    1 2
 FB3742
 FB3742.Superseded values are not recommended for survey control.
 FB3742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3742.See file dsdata.txt to determine how the superseded data were derived.
 FB3742
 FB3742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU696786(NAD 83)
 FB3742_MARKER: DD = SURVEY DISK
 FB3742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3742_SP_SET: CONCRETE POST
 FB3742_STAMPING: 23 131 1991
 FB3742_MARK LOGO: SCGS  
 FB3742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3742+STABILITY: SURFACE MOTION
 FB3742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3742+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 FB3742
 FB3742  HISTORY     - Date     Condition        Report By
 FB3742  HISTORY     - 1991     MONUMENTED       SCGS
 FB3742  HISTORY     - 20000711 GOOD             SCGS
 FB3742
 FB3742                          STATION DESCRIPTION
 FB3742
 FB3742'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3742'STATION IS LOCATED IN AN EMBANKMENT IN THE NORTHEAST ANGLE OF THE
 FB3742'JUNCTION OF U.S. HIGHWAY 25 AND STATE HIGHWAY 414, 5.8 MILES
 FB3742'SOUTHWEST OF TIGERVILLE, 4.4 MILES EAST NORTHEAST OF MARIETTA.
 FB3742'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3742'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 FB3742'PROJECTING 1-INCH AND 7.0 FEET ABOVE HIGHWAY 414, 45.5 FEET SOUTH OF
 FB3742'A POWER POLE WITH THREE TRANSFORMERS AND 2 GUY WIRES, 51.3 FEET EAST
 FB3742'OF THE CENTER OF THE NORTHBOUND LANES OF HIGHWAY 25, 63.5 FEET
 FB3742'NORTHWEST OF THE CENTER OF HIGHWAY 414, 21.3 FEET SOUTH SOUTHWEST OF
 FB3742'A METAL SIGN POST FOR A NORTH GREENVILLE COLLEGE SIGN, 16.4 FEET WEST
 FB3742'NORTHWEST OF A 6-FOOT HIGH PVC SIGN POST NUMBER 409 WITH AN (AT+T)
 FB3742'UNDERGROUND CABLE WARNING SIGN, 23.0 FEET SOUTH SOUTHWEST OF THE
 FB3742'SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR A TELEPHONE JUNCTION
 FB3742'BOX NUMBER 971-2, 2.1 FEET SOUTHWEST OF A WITNESS POST.  DESCRIBED BY
 FB3742'T. HALL.
 FB3742
 FB3742                          STATION RECOVERY (2000)
 FB3742
 FB3742'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3742'STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE JUNCTION OF U.S.
 FB3742'HIGHWAY 25 AND STATE HIGHWAY 414, 4.0 MILES (6.4 KM) SOUTHWEST OF
 FB3742'TIGERVILLE, 13.2 MILES (21.2 KM) NORTH OF GREENVILLE.
 FB3742'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 FB3742'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 FB3742'PROJECTING 0.1 FOOT (3.0 CM) AND 7.0 FEET (2.1 M) ABOVE THE HIGHWAY,
 FB3742'51.7 FEET (15.8 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF
 FB3742'HIGHWAY 25, 63.4 FEET (19.3 M) NORTH NORTHWEST OF THE CENTER OF
 FB3742'HIGHWAY 414, 45.7 FEET (13.9 M) SOUTH SOUTHWEST OF POWER POLE NUMBER
 FB3742'100T WITH THREE TRANSFORMERS, THREE GUY WIRES ATTACHED, AND A SCGS
 FB3742'REFERENCE WASHER ATTACHED, 16.3 FEET (5.0 M) WEST NORTHWEST OF AN
 FB3742'UNDERGROUND CABLE WARNING POST NUMBER 409, 1.1 FOOT (0.3 M) SOUTH
 FB3742'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3741 ***********************************************************************
 FB3741  DESIGNATION -  23 132
 FB3741  PID         -  FB3741
 FB3741  STATE/COUNTY-  SC/GREENVILLE
 FB3741  USGS QUAD   -  SLATER (1983)
 FB3741
 FB3741                         *CURRENT SURVEY CONTROL
 FB3741  ___________________________________________________________________
 FB3741* NAD 83(2001)-  35 03 35.37339(N)    082 25 41.28183(W)     ADJUSTED  
 FB3741* NAVD 88     -       318.805  (meters)    1045.95   (feet)  ADJUSTED  
 FB3741  ___________________________________________________________________
 FB3741  X           -     688,740.559 (meters)                     COMP
 FB3741  Y           -  -5,181,276.120 (meters)                     COMP
 FB3741  Z           -   3,643,466.882 (meters)                     COMP
 FB3741  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 FB3741  ELLIP HEIGHT-         287.45  (meters)          (03/13/03) GPS OBS
 FB3741  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 FB3741  DYNAMIC HT  -         318.475 (meters)    1044.86  (feet)  COMP
 FB3741  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 FB3741
 FB3741  HORZ ORDER  -  FIRST
 FB3741  VERT ORDER  -  FIRST     CLASS II
 FB3741  ELLP ORDER  -  FOURTH    CLASS II
 FB3741
 FB3741.The horizontal coordinates were established by GPS observations
 FB3741.and adjusted by the National Geodetic Survey in March 2003..
 FB3741
 FB3741.The orthometric height was determined by differential leveling
 FB3741.and adjusted by the National Geodetic Survey in August 1993..
 FB3741
 FB3741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3741
 FB3741.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3741
 FB3741.The ellipsoidal height was determined by GPS observations
 FB3741.and is referenced to NAD 83.
 FB3741
 FB3741.The geoid height was determined by GEOID03.
 FB3741
 FB3741.The dynamic height is computed by dividing the NAVD 88
 FB3741.geopotential number by the normal gravity value computed on the
 FB3741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3741.degrees latitude (g = 980.6199 gals.).
 FB3741
 FB3741.The modeled gravity was interpolated from observed gravity values.
 FB3741
 FB3741;                    North         East     Units Scale Factor Converg.
 FB3741;SPC SC       -   358,734.503   479,315.866   MT  1.00008841   -0 47 30.3
 FB3741;SPC SC       - 1,176,950.47  1,572,558.62   iFT  1.00008841   -0 47 30.3
 FB3741;UTM  17      - 3,880,609.997   369,770.721   MT  0.99980902   -0 49 13.7
 FB3741
 FB3741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3741!SPC SC       -   0.99995488  x   1.00008841  =   1.00004329
 FB3741!UTM  17      -   0.99995488  x   0.99980902  =   0.99976391
 FB3741
 FB3741                          SUPERSEDED SURVEY CONTROL
 FB3741
 FB3741  NAD 83(1986)-  35 03 35.38299(N)    082 25 41.28398(W) AD(       ) 1
 FB3741  NAD 83(1995)-  35 03 35.37336(N)    082 25 41.28162(W) AD(       ) 1
 FB3741  ELLIP H (04/18/02)  287.49   (m)                       GP(       ) 4 1
 FB3741  NAVD 88 (04/18/02)  318.80   (m)         1045.9    (f) LEVELING    3  
 FB3741  NGVD 29 (12/12/91)  318.873  (m)         1046.17   (f) ADJUSTED    1 2
 FB3741
 FB3741.Superseded values are not recommended for survey control.
 FB3741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3741.See file dsdata.txt to determine how the superseded data were derived.
 FB3741
 FB3741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6977180610(NAD 83)
 FB3741_MARKER: DD = SURVEY DISK
 FB3741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3741_SP_SET: CONCRETE POST
 FB3741_STAMPING: 23 132 1991
 FB3741_MARK LOGO: SCGS  
 FB3741_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3741+STABILITY: SURFACE MOTION
 FB3741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3741+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 FB3741
 FB3741  HISTORY     - Date     Condition        Report By
 FB3741  HISTORY     - 1991     MONUMENTED       SCGS
 FB3741  HISTORY     - 20000711 GOOD             SCGS
 FB3741
 FB3741                          STATION DESCRIPTION
 FB3741
 FB3741'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3741'STATION IS LOCATED 5.2 MILES EAST OF CLEVELAND, 3.4 MILES WEST
 FB3741'SOUTHWEST OF TIGERVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3741'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3741'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FB3741'HIGHWAY 25 AND STATE HIGHWAY 414, 5.8 MILES SOUTHWEST OF TIGERVILLE,
 FB3741'GO NORTH ON HIGHWAY 25 FOR 1.1 MILES TO THE JUNCTION OF NORTH OLD
 FB3741'BUNCOMBE ROAD LEFT, CONTINUE ON HIGHWAY 25 FOR 0.15 MILE TO THE
 FB3741'STATION ON THE LEFT ON ROAD RIGHT OF WAY IN FRONT OF AN OLD ABANDONED
 FB3741'LOG CABIN STORE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 FB3741'AND LEVEL WITH THE HIGHWAY, 19.1 FEET SOUTH OF THE SOUTH END OF A
 FB3741'12-INCH CONCRETE PIPE CULVERT BENEATH THE CIRCLE DRIVEWAY TO THE
 FB3741'STORE, 19.7 FEET NORTH NORTHWEST OF THE NORTH END OF A 12-INCH
 FB3741'CONCRETE PIPE CULVERT BENEATH THE CIRCLE DRIVEWAY TO THE STORE, 37.8
 FB3741'FEET EAST OF THE NORTHEAST CORNER OF THE LOG CABIN STORE, 57.4 FEET
 FB3741'NORTH OF A POWER POLE WITH THREE GUY WIRES AND A TRANSFORMER, 35.5
 FB3741'FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 FB3741'DESCRIBED BY T. HALL.
 FB3741
 FB3741                          STATION RECOVERY (2000)
 FB3741
 FB3741'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3741'STATION IS LOCATED 3.4 MILES (5.5 KM) WEST OF TIGERVILLE, 14.4 MILES
 FB3741'(23.2 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3741'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3741'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FB3741'25 AND STATE HIGHWAY 414, 4.0 MILES (6.4 KM) SOUTHWEST OF TIGERVILLE,
 FB3741'GO NORTH ON HIGHWAY 25 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF A
 FB3741'PAVED ROAD (NORTH OLD BUNCOMBE ROAD) LEFT, CONTINUE ON HIGHWAY 25 FOR
 FB3741'0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT IN FRONT OF AN
 FB3741'ABANDONED LOG CABIN STORE NUMBER 2339.  STATION IS A CONCRETE POST
 FB3741'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 35.0 FEET (10.7 M)
 FB3741'WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 19.7 FEET
 FB3741'(6.0 M) NORTH NORTHWEST OF THE NORTH END OF A 1.2-FOOT CONCRETE PIPE
 FB3741'CULVERT BENEATH THE SOUTH ENTRANCE DRIVE OF THE CABIN, 19.1 FEET (5.8
 FB3741'M) SOUTH OF THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH
 FB3741'THE NORTH ENTRANCE DRIVE TO THE CABIN, 38.0 FEET (11.6 M) EAST
 FB3741'SOUTHEAST OF THE NORTHEAST CORNER OF THE CABIN, 38.0 FEET (11.6 M)
 FB3741'NORTHEAST OF THE SOUTHEAST CORNER OF THE CABIN, 57.6 FEET (17.6 M)
 FB3741'NORTH OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3740 ***********************************************************************
 FB3740  DESIGNATION -  23 133
 FB3740  PID         -  FB3740
 FB3740  STATE/COUNTY-  SC/GREENVILLE
 FB3740  USGS QUAD   -  SLATER (1983)
 FB3740
 FB3740                         *CURRENT SURVEY CONTROL
 FB3740  ___________________________________________________________________
 FB3740* NAD 83(1986)-  35 04 28.     (N)    082 26 38.     (W)     SCALED    
 FB3740* NAVD 88     -       334.180  (meters)    1096.39   (feet)  ADJUSTED  
 FB3740  ___________________________________________________________________
 FB3740  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 FB3740  DYNAMIC HT  -         333.835 (meters)    1095.26  (feet)  COMP
 FB3740  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 FB3740
 FB3740  VERT ORDER  -  FIRST     CLASS II
 FB3740
 FB3740.The horizontal coordinates were scaled from a topographic map and have
 FB3740.an estimated accuracy of +/- 6 seconds.
 FB3740
 FB3740.The orthometric height was determined by differential leveling
 FB3740.and adjusted by the National Geodetic Survey in August 1993..
 FB3740
 FB3740.The geoid height was determined by GEOID03.
 FB3740
 FB3740.The dynamic height is computed by dividing the NAVD 88
 FB3740.geopotential number by the normal gravity value computed on the
 FB3740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3740.degrees latitude (g = 980.6199 gals.).
 FB3740
 FB3740.The modeled gravity was interpolated from observed gravity values.
 FB3740
 FB3740;                    North         East    Units  Estimated Accuracy
 FB3740;SPC SC       -   360,380.      477,900.      MT  (+/- 180 meters Scaled)
 FB3740
 FB3740                          SUPERSEDED SURVEY CONTROL
 FB3740
 FB3740  NGVD 29 (12/12/91)  334.248  (m)         1096.61   (f) ADJUSTED    1 2
 FB3740
 FB3740.Superseded values are not recommended for survey control.
 FB3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3740.See file dsdata.txt to determine how the superseded data were derived.
 FB3740
 FB3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU683822(NAD 83)
 FB3740_MARKER: DD = SURVEY DISK
 FB3740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3740_SP_SET: CONCRETE POST
 FB3740_STAMPING: 23 133 1991
 FB3740_MARK LOGO: SCGS  
 FB3740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3740+STABILITY: SURFACE MOTION
 FB3740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3740+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 FB3740
 FB3740  HISTORY     - Date     Condition        Report By
 FB3740  HISTORY     - 1991     MONUMENTED       SCGS
 FB3740  HISTORY     - 20000711 GOOD             SCGS
 FB3740
 FB3740                          STATION DESCRIPTION
 FB3740
 FB3740'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3740'STATION IS LOCATED 4.2 MILES EAST OF CLEVELAND, 4.3 MILES WEST OF
 FB3740'TIGERVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 FB3740'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 FB3740'STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 25 AND STATE
 FB3740'HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY), 4.15 MILES EAST
 FB3740'NORTHEAST OF CLEVELAND, GO SOUTH ON HIGHWAY 25 FOR 1.05 MILE TO AN
 FB3740'OVERHEAD POWER LINE CROSSING AND THE JUNCTION OF ALLEN ROAD AND THE
 FB3740'STATION IN THE SOUTH ANGLE BEHIND A GUARDRAIL.  STATION IS A CONCRETE
 FB3740'POST PROJECTING 4-INCHES AND LEVEL WITH THE HIGHWAY, 38.0 FEET WEST
 FB3740'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 30.8
 FB3740'FEET SOUTH SOUTHEAST OF THE CENTER OF ALLEN ROAD, 5.0 FEET SOUTH
 FB3740'SOUTHEAST OF THE NORTHWEST END GUARDRAIL POST, 3.5 FEET WEST OF A
 FB3740'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 38.8 FEET EAST
 FB3740'OF A POWER POLE 20T WITH TWO GUY WIRES, 2.5 FEET NORTHEAST OF A
 FB3740'WITNESS POST.  DESCRIBED BY T. HALL.
 FB3740
 FB3740                          STATION RECOVERY (2000)
 FB3740
 FB3740'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3740'STATION IS LOCATED 4.3 MILES (6.9 KM) WEST OF TIGERVILLE, 15.5 MILES
 FB3740'(24.9 KM) NORTH NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 FB3740'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3740'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 FB3740'HIGHWAY 25 AND STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) ,
 FB3740'4.8 MILES (7.7 KM) WEST OF TIGERVILLE, GO SOUTH ON HIGHWAY 25 FOR 1.05
 FB3740'MILES (1.69 KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF
 FB3740'THE JUNCTION OF A PAVED ROAD RIGHT (ALLEN ROAD) AND BEHIND A GUARDRAIL
 FB3740'AND BENEATH A TRANSMISSION LINE.  STATION IS A CONCRETE POST
 FB3740'PROJECTING 0.2 FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 38.7 FEET
 FB3740'(11.8 M) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 FB3740'HIGHWAY 25, 3.5 FEET (1.1 M) WEST SOUTHWEST OF A GUARDRAIL POST WITH A
 FB3740'SCGS REFERENCE WASHER ATTACHED, 32.6 FEET (9.9 M) SOUTH SOUTHEAST OF
 FB3740'THE CENTER OF ALLEN ROAD, 39.7 FEET (12.1 M) EAST OF POWER POLE NUMBER
 FB3740'30T WITH TWO GUY WIRES, 2.6 FEET (0.8 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3725 ***********************************************************************
 FB3725  DESIGNATION -  23 134
 FB3725  PID         -  FB3725
 FB3725  STATE/COUNTY-  SC/GREENVILLE
 FB3725  USGS QUAD   -  SLATER (1983)
 FB3725
 FB3725                         *CURRENT SURVEY CONTROL
 FB3725  ___________________________________________________________________
 FB3725* NAD 83(1986)-  35 04 59.     (N)    082 27 56.     (W)     SCALED    
 FB3725* NAVD 88     -       330.087  (meters)    1082.96   (feet)  ADJUSTED  
 FB3725  ___________________________________________________________________
 FB3725  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FB3725  DYNAMIC HT  -         329.746 (meters)    1081.84  (feet)  COMP
 FB3725  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 FB3725
 FB3725  VERT ORDER  -  FIRST     CLASS II
 FB3725
 FB3725.The horizontal coordinates were scaled from a topographic map and have
 FB3725.an estimated accuracy of +/- 6 seconds.
 FB3725
 FB3725.The orthometric height was determined by differential leveling
 FB3725.and adjusted by the National Geodetic Survey in August 1993..
 FB3725
 FB3725.The geoid height was determined by GEOID03.
 FB3725
 FB3725.The dynamic height is computed by dividing the NAVD 88
 FB3725.geopotential number by the normal gravity value computed on the
 FB3725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3725.degrees latitude (g = 980.6199 gals.).
 FB3725
 FB3725.The modeled gravity was interpolated from observed gravity values.
 FB3725
 FB3725;                    North         East    Units  Estimated Accuracy
 FB3725;SPC SC       -   361,360.      475,940.      MT  (+/- 180 meters Scaled)
 FB3725
 FB3725                          SUPERSEDED SURVEY CONTROL
 FB3725
 FB3725  NGVD 29 (12/12/91)  330.153  (m)         1083.18   (f) ADJUSTED    1 2
 FB3725
 FB3725.Superseded values are not recommended for survey control.
 FB3725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3725.See file dsdata.txt to determine how the superseded data were derived.
 FB3725
 FB3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU663832(NAD 83)
 FB3725_MARKER: DD = SURVEY DISK
 FB3725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3725_SP_SET: CONCRETE POST
 FB3725_STAMPING: 23 134 1991
 FB3725_MARK LOGO: SCGS  
 FB3725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3725+STABILITY: SURFACE MOTION
 FB3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3725+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 FB3725
 FB3725  HISTORY     - Date     Condition        Report By
 FB3725  HISTORY     - 1991     MONUMENTED       SCGS
 FB3725  HISTORY     - 20000607 GOOD             SCGS
 FB3725
 FB3725                          STATION DESCRIPTION
 FB3725
 FB3725'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3725'STATION IS LOCATED 3.0 MILES NORTHEAST OF CLEVELAND.
 FB3725'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3725'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB3725'THE JUNCTION OVERPASS OF U.S. HIGHWAY 25 AND STATE HIGHWAY 11
 FB3725'(CHEROKEE FOOTHILLS SCENIC HIGHWAY), 4.15 MILES EAST NORTHEAST OF
 FB3725'CLEVELAND, GO WEST ON HIGHWAY 11 FOR 1.2 MILES TO THE STATION ON THE
 FB3725'LEFT IN THE SHOULDER OF THE HIGHWAY AND ACROSS THE HIGHWAY FROM A
 FB3725'BRICK HOUSE ON A HILLSIDE, 0.2 MILE EAST OF THE JUNCTION OF RIVER
 FB3725'ROAD RIGHT AND STATE ROAD 119 LEFT (HART CUT ROAD).  STATION IS A
 FB3725'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 21.2
 FB3725'FEET SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 105.7 FEET EAST
 FB3725'SOUTHEAST OF THE EAST END GUARDRAIL POST WITH A SCGS REFERENCE WASHER
 FB3725'ATTACHED OF A NEARBY GUARD RAIL, 112.2 FEET WEST NORTHWEST OF THE
 FB3725'WEST END GUARDRAIL POST OF A NEARBY GUARD RAIL.  DESCRIBED BY T.
 FB3725'HALL.
 FB3725
 FB3725                          STATION RECOVERY (2000)
 FB3725
 FB3725'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3725'STATION IS LOCATED 3.7 MILES (6.0 KM) EAST OF CLEVELAND, 16.4 MILES
 FB3725'(26.4 KM) NORTH NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 FB3725'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3725'803-737-1350.  TO REACH THE STATION FROM THE EASTERN-MOST JUNCTION OF
 FB3725'STATE HIGHWAY 11 AND U.S.  HIGHWAY 276 IN CLEVELAND, GO WEST ON
 FB3725'HIGHWAY 11 FOR 1.15 MILES (1.85 KM) TO THE STATION ON THE LEFT
 FB3725'APPROXIMATELY MIDWAY BETWEEN TWO GUARDRAILS, 0.25 MILES (0.40 KM) EAST
 FB3725'OF THE JUNCTION OF STATE ROAD 119 (HART CUT ROAD) LEFT AND (RIVER
 FB3725'ROAD) RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FB3725'LEVEL WITH THE HIGHWAY, 21.4 FEET (6.5 M) SOUTH SOUTHWEST OF THE
 FB3725'CENTER OF THE HIGHWAY, 104.4 FEET (31.8 M) EAST SOUTHEAST OF THE EAST
 FB3725'END OF A GUARDRAIL WITH A SCGS REFERENCE WASHER ATTACHED, 112.3 FEET
 FB3725'(34.2 M) WEST NORTHWEST OF THE WEST END OF A GUARDRAIL WITH A SCGS
 FB3725'REFERENCE WASHER ATTACHED, 9.3 FEET (2.8 M) NORTH NORTHEAST OF A
 FB3725'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3723 ***********************************************************************
 FB3723  DESIGNATION -  23 136
 FB3723  PID         -  FB3723
 FB3723  STATE/COUNTY-  SC/GREENVILLE
 FB3723  USGS QUAD   -  CLEVELAND (1961)
 FB3723
 FB3723                         *CURRENT SURVEY CONTROL
 FB3723  ___________________________________________________________________
 FB3723* NAD 83(2001)-  35 04 46.23779(N)    082 30 08.53418(W)     ADJUSTED  
 FB3723* NAVD 88     -       335.163  (meters)    1099.61   (feet)  ADJUSTED  
 FB3723  ___________________________________________________________________
 FB3723  X           -     681,864.755 (meters)                     COMP
 FB3723  Y           -  -5,180,933.456 (meters)                     COMP
 FB3723  Z           -   3,645,263.830 (meters)                     COMP
 FB3723  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 FB3723  ELLIP HEIGHT-         303.97  (meters)          (03/13/03) GPS OBS
 FB3723  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FB3723  DYNAMIC HT  -         334.818 (meters)    1098.48  (feet)  COMP
 FB3723  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FB3723
 FB3723  HORZ ORDER  -  FIRST
 FB3723  VERT ORDER  -  FIRST     CLASS II
 FB3723  ELLP ORDER  -  FOURTH    CLASS II
 FB3723
 FB3723.The horizontal coordinates were established by GPS observations
 FB3723.and adjusted by the National Geodetic Survey in March 2003..
 FB3723
 FB3723.The orthometric height was determined by differential leveling
 FB3723.and adjusted by the National Geodetic Survey in August 1993..
 FB3723
 FB3723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3723
 FB3723.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3723
 FB3723.The ellipsoidal height was determined by GPS observations
 FB3723.and is referenced to NAD 83.
 FB3723
 FB3723.The geoid height was determined by GEOID03.
 FB3723
 FB3723.The dynamic height is computed by dividing the NAVD 88
 FB3723.geopotential number by the normal gravity value computed on the
 FB3723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3723.degrees latitude (g = 980.6199 gals.).
 FB3723
 FB3723.The modeled gravity was interpolated from observed gravity values.
 FB3723
 FB3723;                    North         East     Units Scale Factor Converg.
 FB3723;SPC SC       -   361,014.333   472,575.694   MT  1.00009684   -0 49 58.5
 FB3723;SPC SC       - 1,184,430.23  1,550,445.19   iFT  1.00009684   -0 49 58.5
 FB3723;UTM  17      - 3,882,892.697   363,033.569   MT  0.99983120   -0 51 48.8
 FB3723
 FB3723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3723!SPC SC       -   0.99995229  x   1.00009684  =   1.00004912
 FB3723!UTM  17      -   0.99995229  x   0.99983120  =   0.99978350
 FB3723
 FB3723                          SUPERSEDED SURVEY CONTROL
 FB3723
 FB3723  NAD 83(1986)-  35 04 46.24719(N)    082 30 08.53661(W) AD(       ) 1
 FB3723  NAD 83(1995)-  35 04 46.23785(N)    082 30 08.53421(W) AD(       ) 1
 FB3723  ELLIP H (04/18/02)  304.00   (m)                       GP(       ) 4 1
 FB3723  NAVD 88 (04/18/02)  335.16   (m)         1099.6    (f) LEVELING    3  
 FB3723  NGVD 29 (12/12/91)  335.230  (m)         1099.83   (f) ADJUSTED    1 2
 FB3723
 FB3723.Superseded values are not recommended for survey control.
 FB3723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3723.See file dsdata.txt to determine how the superseded data were derived.
 FB3723
 FB3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6303482893(NAD 83)
 FB3723_MARKER: DD = SURVEY DISK
 FB3723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3723_SP_SET: CONCRETE POST
 FB3723_STAMPING: 23 136 1991
 FB3723_MARK LOGO: SCGS  
 FB3723_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3723+STABILITY: SURFACE MOTION
 FB3723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3723+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 FB3723
 FB3723  HISTORY     - Date     Condition        Report By
 FB3723  HISTORY     - 1991     MONUMENTED       SCGS
 FB3723  HISTORY     - 20000607 GOOD             SCGS
 FB3723
 FB3723                          STATION DESCRIPTION
 FB3723
 FB3723'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3723'STATION IS LOCATED 4.0 MILES NORTH OF MARIETTA, 1.0 MILE NORTHEAST OF
 FB3723'CLEVELAND.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 FB3723'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 FB3723'FROM THE JUNCTION OF U.S. HIGHWAY 276 AND STATE HIGHWAY 11 (CHEROKEE
 FB3723'FOOTHILLS SCENIC HIGHWAY) IN CLEVELAND, GO NORTH NORTHEAST ON HIGHWAY
 FB3723'11 FOR 1.05 MILE TO THE STATION ON THE RIGHT BEHIND A GUARDRAIL.
 FB3723'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3723'HIGHWAY, 3.3 FEET SOUTHWEST OF THE EAST END GUARDRAIL POST, 3.5 FEET
 FB3723'EAST OF A GUARD RAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 23.4
 FB3723'FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 1.5 FEET NORTH
 FB3723'NORTHWEST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 FB3723
 FB3723                          STATION RECOVERY (2000)
 FB3723
 FB3723'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3723'STATION IS LOCATED 1.6 MILES (2.6 KM) EAST OF CLEVELAND, 16.8 MILES
 FB3723'(27.0 KM) NORTH NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 FB3723'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3723'803-737-1350.  TO REACH THE STATION FROM THE EASTERN MOST JUNCTION OF
 FB3723'U.S.  HIGHWAY 276 (GEER HIGHWAY) AND STATE HIGHWAY 11 (CHEROKEE
 FB3723'FOOTHILLS SCENIC HIGHWAY) IN CLEVELAND, GO EAST ON HIGHWAY 11 FOR 1.05
 FB3723'MILES (1.69 KM) TO THE STATION ON THE RIGHT NEAR THE END OF A
 FB3723'GUARDRAIL.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 FB3723'FOOT (15.2 CM) BELOW THE HIGHWAY, 23.0 FEET (7.0 M) SOUTH SOUTHEAST OF
 FB3723'THE CENTER OF THE HIGHWAY, 5.2 FEET (1.6 M) SOUTHWEST OF THE EAST END
 FB3723'OF THE GUARDRAIL, 3.7 FEET (1.1 M) EAST SOUTHEAST OF A WOODEN
 FB3723'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 3.0 FEET (0.9 M)
 FB3723'SOUTHWEST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3722 ***********************************************************************
 FB3722  DESIGNATION -  23 137
 FB3722  PID         -  FB3722
 FB3722  STATE/COUNTY-  SC/GREENVILLE
 FB3722  USGS QUAD   -  CLEVELAND (1961)
 FB3722
 FB3722                         *CURRENT SURVEY CONTROL
 FB3722  ___________________________________________________________________
 FB3722* NAD 83(1986)-  35 04 12.     (N)    082 30 57.     (W)     SCALED    
 FB3722* NAVD 88     -       318.730  (meters)    1045.70   (feet)  ADJUSTED  
 FB3722  ___________________________________________________________________
 FB3722  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FB3722  DYNAMIC HT  -         318.403 (meters)    1044.63  (feet)  COMP
 FB3722  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 FB3722
 FB3722  VERT ORDER  -  FIRST     CLASS II
 FB3722
 FB3722.The horizontal coordinates were scaled from a topographic map and have
 FB3722.an estimated accuracy of +/- 6 seconds.
 FB3722
 FB3722.The orthometric height was determined by differential leveling
 FB3722.and adjusted by the National Geodetic Survey in August 1993..
 FB3722
 FB3722.The geoid height was determined by GEOID03.
 FB3722
 FB3722.The dynamic height is computed by dividing the NAVD 88
 FB3722.geopotential number by the normal gravity value computed on the
 FB3722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3722.degrees latitude (g = 980.6199 gals.).
 FB3722
 FB3722.The modeled gravity was interpolated from observed gravity values.
 FB3722
 FB3722;                    North         East    Units  Estimated Accuracy
 FB3722;SPC SC       -   359,980.      471,330.      MT  (+/- 180 meters Scaled)
 FB3722
 FB3722                          SUPERSEDED SURVEY CONTROL
 FB3722
 FB3722  NGVD 29 (12/12/91)  318.797  (m)         1045.92   (f) ADJUSTED    1 2
 FB3722
 FB3722.Superseded values are not recommended for survey control.
 FB3722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3722.See file dsdata.txt to determine how the superseded data were derived.
 FB3722
 FB3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU617818(NAD 83)
 FB3722_MARKER: DD = SURVEY DISK
 FB3722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3722_SP_SET: CONCRETE POST
 FB3722_STAMPING: 23 137 1991
 FB3722_MARK LOGO: SCGS  
 FB3722_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3722+STABILITY: SURFACE MOTION
 FB3722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3722+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3722
 FB3722  HISTORY     - Date     Condition        Report By
 FB3722  HISTORY     - 1991     MONUMENTED       SCGS
 FB3722  HISTORY     - 20000606 GOOD             SCGS
 FB3722
 FB3722                          STATION DESCRIPTION
 FB3722
 FB3722'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3722'STATION IS LOCATED IN THE NORTHWEST ONE OF TWO GRASSY ISLANDS IN THE
 FB3722'JUNCTION OF U.S. HIGHWAY 276 AND STATE HIGHWAY 11 (CHEROKEE
 FB3722'FOOTHILLS SCENIC HIGHWAY) IN CLEVELAND.  OWNERSHIP--SCDHPT, DIRECTOR
 FB3722'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3722'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FB3722'LEVEL WITH THE HIGHWAY, 97.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FB3722'OF A BRICK BUILDING IN THE NORTH ANGLE OF THE JUNCTION, 42.0 FEET
 FB3722'NORTHEAST OF THE CENTER OF HIGHWAY 276, 57.0 FEET NORTH NORTHWEST OF
 FB3722'THE MIDDLE METAL SIGN POST OF A PLEASANT RIDGE COUNTY PARK
 FB3722'DIRECTIONAL SIGN, 71.8 FEET WEST OF A SMALL YELLOW FIRE HYDRANT, 21.5
 FB3722'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 7.8 FEET NORTHEAST OF A
 FB3722'WITNESS POST.  DESCRIBED BY T. HALL.
 FB3722
 FB3722                          STATION RECOVERY (2000)
 FB3722
 FB3722'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3722'STATION IS LOCATED IN THE NORTHWESTERN ONE OF TWO GRASSY MEDIANS AT
 FB3722'THE EASTERN-MOST JUNCTION OF STATE HIGHWAY 11 AND U.S.  HIGHWAY 276,
 FB3722'0.7 MILE (1.1 KM) WEST OF CLEVELAND, 16.5 MILES (26.6 KM) NORTH
 FB3722'NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3722'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3722'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FB3722'0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 39.1 FEET (11.9 M) NORTHEAST OF
 FB3722'THE CENTER OF HIGHWAY 276, 22.7 FEET (6.9 M) NORTHWEST OF THE CENTER
 FB3722'OF HIGHWAY 11, 79.0 FEET (24.1 M) SOUTH SOUTHEAST OF POWER POLE NUMBER
 FB3722'65/T/14 WITH A TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 71.9
 FB3722'FEET (21.9 M) WEST OF A FIRE HYDRANT, 7.1 FEET (2.2 M) EAST OF A
 FB3722'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3721 ***********************************************************************
 FB3721  DESIGNATION -  23 138
 FB3721  PID         -  FB3721
 FB3721  STATE/COUNTY-  SC/GREENVILLE
 FB3721  USGS QUAD   -  CLEVELAND (1961)
 FB3721
 FB3721                         *CURRENT SURVEY CONTROL
 FB3721  ___________________________________________________________________
 FB3721* NAD 83(1986)-  35 04 41.     (N)    082 32 11.     (W)     SCALED    
 FB3721* NAVD 88     -       308.449  (meters)    1011.97   (feet)  ADJUSTED  
 FB3721  ___________________________________________________________________
 FB3721  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 FB3721  DYNAMIC HT  -         308.132 (meters)    1010.93  (feet)  COMP
 FB3721  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 FB3721
 FB3721  VERT ORDER  -  FIRST     CLASS II
 FB3721
 FB3721.The horizontal coordinates were scaled from a topographic map and have
 FB3721.an estimated accuracy of +/- 6 seconds.
 FB3721
 FB3721.The orthometric height was determined by differential leveling
 FB3721.and adjusted by the National Geodetic Survey in August 1993..
 FB3721
 FB3721.The geoid height was determined by GEOID03.
 FB3721
 FB3721.The dynamic height is computed by dividing the NAVD 88
 FB3721.geopotential number by the normal gravity value computed on the
 FB3721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3721.degrees latitude (g = 980.6199 gals.).
 FB3721
 FB3721.The modeled gravity was interpolated from observed gravity values.
 FB3721
 FB3721;                    North         East    Units  Estimated Accuracy
 FB3721;SPC SC       -   360,900.      469,470.      MT  (+/- 180 meters Scaled)
 FB3721
 FB3721                          SUPERSEDED SURVEY CONTROL
 FB3721
 FB3721  NGVD 29 (12/12/91)  308.515  (m)         1012.19   (f) ADJUSTED    1 2
 FB3721
 FB3721.Superseded values are not recommended for survey control.
 FB3721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3721.See file dsdata.txt to determine how the superseded data were derived.
 FB3721
 FB3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU599827(NAD 83)
 FB3721_MARKER: DD = SURVEY DISK
 FB3721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3721_SP_SET: CONCRETE POST
 FB3721_STAMPING: 23 138 1991
 FB3721_MARK LOGO: SCGS  
 FB3721_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3721+STABILITY: SURFACE MOTION
 FB3721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3721+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3721
 FB3721  HISTORY     - Date     Condition        Report By
 FB3721  HISTORY     - 1991     MONUMENTED       SCGS
 FB3721  HISTORY     - 20000606 GOOD             SCGS
 FB3721
 FB3721                          STATION DESCRIPTION
 FB3721
 FB3721'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3721'STATION IS LOCATED 1.3 MILES WEST NORTHWEST OF CLEVELAND
 FB3721'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3721'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB3721'THE JUNCTION OF U.S. HIGHWAY 276 AND STATE HIGHWAY 11 (CHEROKEE
 FB3721'FOOTHILLS SCENIC HIGHWAY) IN CLEVELAND, GO NORTHWEST ON HIGHWAYS 276
 FB3721'AND 11 FOR 1.4 MILES TO THE STATION ON THE RIGHT NEAR A PUBLIC
 FB3721'TELEPHONE BOOTH, 0.05 MILE SOUTHEAST OF THE JUNCTION OF STATE ROAD 97
 FB3721'(RIVER FALLS ROAD).  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 FB3721'AND LEVEL WITH THE HIGHWAY, 28.9 FEET NORTHEAST OF THE CENTER OF THE
 FB3721'HIGHWAY, 32.3 FEET WEST SOUTHWEST OF A POWER POLE 25K WITH GUY WIRE,
 FB3721'32.5 FEET WEST NORTHWEST OF THE SUPPORT POST FOR THE PHONE BOOTH,
 FB3721'30.7 FEET NORTHWEST OF A SECURITY LIGHT POST WITH A METER ATTACHED,
 FB3721'74.9 FEET EAST NORTHEAST OF THE NORTH CORNER OF A STUCCO BUILDING
 FB3721'ACROSS THE STREET, 31.7 FEET WEST SOUTHWEST OF A WITNESS POST.
 FB3721'DESCRIBED BY T. HALL.
 FB3721
 FB3721                          STATION RECOVERY (2000)
 FB3721
 FB3721'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3721'STATION IS LOCATED 0.8 MILE (1.3 KM) WEST OF CLEVELAND, 17.4 MILES
 FB3721'(28.0 KM) NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3721'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3721'803-737-1350.  TO REACH THE STATION FROM THE EASTERN-MOST JUNCTION OF
 FB3721'STATE HIGHWAY 11, AND U.S.  HIGHWAY 276, IN CLEVELAND, GO NORTHWEST ON
 FB3721'HIGHWAYS 11 AND 276 FOR 1.4 MILES (2.3 KM) TO THE STATION ON THE RIGHT
 FB3721'NEAR A POWER POLE, 0.05 MILE (0.08 KM) SOUTHEAST OF THE JUNCTION OF
 FB3721'STATE ROAD 97 (RIVER FALLS ROAD) .  STATION IS A CONCRETE POST FLUSH
 FB3721'WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 29.3 FEET (8.9
 FB3721'M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 32.0 FEET (9.8 M) WEST
 FB3721'SOUTHWEST OF POWER POLE NUMBER 14/65/T, 31.0 FEET (9.4 M) NORTHWEST OF
 FB3721'SECURITY LIGHT POLE NUMBER 206, 75.1 FEET (22.9 M) EAST NORTHEAST OF
 FB3721'THE NORTH CORNER OF STUCCO SIDED HOUSE NUMBER 4251, 32.3 FEET (9.8 M)
 FB3721'WEST SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3720 ***********************************************************************
 FB3720  DESIGNATION -  23 139
 FB3720  PID         -  FB3720
 FB3720  STATE/COUNTY-  SC/GREENVILLE
 FB3720  USGS QUAD   -  CLEVELAND (1961)
 FB3720
 FB3720                         *CURRENT SURVEY CONTROL
 FB3720  ___________________________________________________________________
 FB3720* NAD 83(1986)-  35 04 43.     (N)    082 33 01.     (W)     SCALED    
 FB3720* NAVD 88     -       336.694  (meters)    1104.64   (feet)  ADJUSTED  
 FB3720  ___________________________________________________________________
 FB3720  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FB3720  DYNAMIC HT  -         336.346 (meters)    1103.50  (feet)  COMP
 FB3720  MODELED GRAV-     979,594.3   (mgal)                       NAVD 88
 FB3720
 FB3720  VERT ORDER  -  FIRST     CLASS II
 FB3720
 FB3720.The horizontal coordinates were scaled from a topographic map and have
 FB3720.an estimated accuracy of +/- 6 seconds.
 FB3720
 FB3720.The orthometric height was determined by differential leveling
 FB3720.and adjusted by the National Geodetic Survey in August 1993..
 FB3720
 FB3720.The geoid height was determined by GEOID03.
 FB3720
 FB3720.The dynamic height is computed by dividing the NAVD 88
 FB3720.geopotential number by the normal gravity value computed on the
 FB3720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3720.degrees latitude (g = 980.6199 gals.).
 FB3720
 FB3720.The modeled gravity was interpolated from observed gravity values.
 FB3720
 FB3720;                    North         East    Units  Estimated Accuracy
 FB3720;SPC SC       -   360,980.      468,210.      MT  (+/- 180 meters Scaled)
 FB3720
 FB3720                          SUPERSEDED SURVEY CONTROL
 FB3720
 FB3720  NGVD 29 (12/12/91)  336.758  (m)         1104.85   (f) ADJUSTED    1 2
 FB3720
 FB3720.Superseded values are not recommended for survey control.
 FB3720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3720.See file dsdata.txt to determine how the superseded data were derived.
 FB3720
 FB3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU586828(NAD 83)
 FB3720_MARKER: DD = SURVEY DISK
 FB3720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3720_SP_SET: CONCRETE POST
 FB3720_STAMPING: 23 139 1991
 FB3720_MARK LOGO: SCGS  
 FB3720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3720+STABILITY: SURFACE MOTION
 FB3720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3720+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3720
 FB3720  HISTORY     - Date     Condition        Report By
 FB3720  HISTORY     - 1991     MONUMENTED       SCGS
 FB3720  HISTORY     - 20000606 GOOD             SCGS
 FB3720
 FB3720                          STATION DESCRIPTION
 FB3720
 FB3720'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3720'STATION IS LOCATED 2.0 MILES WEST NORTHWEST OF CLEVELAND
 FB3720'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3720'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB3720'THE JUNCTION OF U.S. HIGHWAY 276 AND STATE HIGHWAY 11 (CHEROKEE
 FB3720'FOOTHILLS SCENIC HIGHWAY) IN CLEVELAND, GO NORTHWEST ON HIGHWAYS 276
 FB3720'AND 11 FOR 1.45 MILES TO THE JUNCTION OF STATE ROAD 97 (RIVER FALLS
 FB3720'ROAD), CONTINUE ON HIGHWAYS 276 AND 11 FOR 0.7 MILE TO THE JUNCTION
 FB3720'OF A PAVED ROAD RIGHT AND THE STATION NEAR A POWER POLE 30K WITH TWO
 FB3720'GUY WIRES IN THE NORTHWEST ANGLE.  STATION IS A CONCRETE POST
 FB3720'RECESSED 1-INCH AND 1.0 FOOT ABOVE THE HIGHWAY, 42.0 FEET NORTH OF
 FB3720'THE CENTER OF THE HIGHWAY, 3.3 FEET NORTH OF THE POWER POLE, 13.7
 FB3720'FEET SOUTH OF A POWER POLE WITH GUY WIRE ANCHOR, 169.8 FEET WEST OF
 FB3720'THE CENTER OF A PAVED ROAD LEADING NORTH, 358.5 FEET EAST OF THE
 FB3720'CENTER OF A GRAVEL DRIVEWAY LEADING TO A MOBILE HOME, 3.9 FEET NORTH
 FB3720'OF A WITNESS POST.  DESCRIBED BY T. HALL.
 FB3720
 FB3720                          STATION RECOVERY (2000)
 FB3720
 FB3720'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3720'STATION IS LOCATED 1.3 MILES (2.1 KM) WEST OF CLEVELAND, 18.0 MILES
 FB3720'(29.0 KM) NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3720'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3720'803-737-1350.  TO REACH THE STATION FROM THE EASTERN-MOST JUNCTION OF
 FB3720'STATE HIGHWAY 11 AND U.S.  HIGHWAY 276 IN CLEVELAND, GO NORTHWEST ON
 FB3720'HIGHWAYS 11 AND 276 FOR 2.15 MILES (3.46 KM) TO THE STATION ON THE
 FB3720'RIGHT NEAR A POWER POLE.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 FB3720'(6.1 CM) AND 3.0 FEET (0.9 M) ABOVE THE HIGHWAY, 41.9 FEET (12.8 M)
 FB3720'NORTH OF THE CENTER OF THE HIGHWAY, 3.1 FEET (0.9 M) NORTH OF POWER
 FB3720'POLE NUMBER 65/T, 21.6 FEET (6.6 M) NORTHWEST OF A SIGN POST FOR
 FB3720'SOUTHERN BELL UNDERGROUND CABLE, 101.4 FEET (30.9 M) SOUTHWEST OF A
 FB3720'POWER POLE WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED,
 FB3720'3.8 FEET (1.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3719 ***********************************************************************
 FB3719  DESIGNATION -  23 140
 FB3719  PID         -  FB3719
 FB3719  STATE/COUNTY-  SC/GREENVILLE
 FB3719  USGS QUAD   -  CLEVELAND (1961)
 FB3719
 FB3719                         *CURRENT SURVEY CONTROL
 FB3719  ___________________________________________________________________
 FB3719* NAD 83(1986)-  35 04 32.     (N)    082 33 36.     (W)     SCALED    
 FB3719* NAVD 88     -       327.719  (meters)    1075.19   (feet)  ADJUSTED  
 FB3719  ___________________________________________________________________
 FB3719  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FB3719  DYNAMIC HT  -         327.379 (meters)    1074.08  (feet)  COMP
 FB3719  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 FB3719
 FB3719  VERT ORDER  -  FIRST     CLASS II
 FB3719
 FB3719.The horizontal coordinates were scaled from a topographic map and have
 FB3719.an estimated accuracy of +/- 6 seconds.
 FB3719
 FB3719.The orthometric height was determined by differential leveling
 FB3719.and adjusted by the National Geodetic Survey in August 1993..
 FB3719
 FB3719.The geoid height was determined by GEOID03.
 FB3719
 FB3719.The dynamic height is computed by dividing the NAVD 88
 FB3719.geopotential number by the normal gravity value computed on the
 FB3719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3719.degrees latitude (g = 980.6199 gals.).
 FB3719
 FB3719.The modeled gravity was interpolated from observed gravity values.
 FB3719
 FB3719;                    North         East    Units  Estimated Accuracy
 FB3719;SPC SC       -   360,650.      467,310.      MT  (+/- 180 meters Scaled)
 FB3719
 FB3719                          SUPERSEDED SURVEY CONTROL
 FB3719
 FB3719  NGVD 29 (12/12/91)  327.781  (m)         1075.39   (f) ADJUSTED    1 2
 FB3719
 FB3719.Superseded values are not recommended for survey control.
 FB3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3719.See file dsdata.txt to determine how the superseded data were derived.
 FB3719
 FB3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU577825(NAD 83)
 FB3719_MARKER: DD = SURVEY DISK
 FB3719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3719_SP_SET: CONCRETE POST
 FB3719_STAMPING: 23 140 1991
 FB3719_MARK LOGO: SCGS  
 FB3719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3719+STABILITY: SURFACE MOTION
 FB3719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3719+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3719
 FB3719  HISTORY     - Date     Condition        Report By
 FB3719  HISTORY     - 1991     MONUMENTED       SCGS
 FB3719  HISTORY     - 20000606 GOOD             SCGS
 FB3719
 FB3719                          STATION DESCRIPTION
 FB3719
 FB3719'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3719'STATION IS LOCATED 2.6 MILES WEST OF CLEVELAND OWNERSHIP--FAITH
 FB3719'INDEPENDENT BAPTIST CHURCH, DALE FREEMAN, 4905 GEER HIGHWAY,
 FB3719'CLEVELAND, SC 29635, PHONE 803-836-6948.  TO REACH THE STATION FROM
 FB3719'THE JUNCTION OF U.S. HIGHWAY 276 AND STATE HIGHWAY 11 (CHEROKEE
 FB3719'FOOTHILLS SCENIC HIGHWAY) IN CLEVELAND, GO NORTHWEST ON HIGHWAYS 276
 FB3719'AND 11 FOR 1.45 MILES TO THE JUNCTION OF STATE ROAD 97 (RIVER FALLS
 FB3719'ROAD), CONTINUE ON HIGHWAYS 276 AND 11 FOR 1.35 MILES TO THE STATION
 FB3719'ON THE LEFT IN FRONT OF THE FAITH INDEPENDENT BAPTIST CHURCH.
 FB3719'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET ABOVE
 FB3719'THE HIGHWAY, 98.2 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 58.3 FEET
 FB3719'NORTH NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH BUILDING, 107.0
 FB3719'FEET EAST OF A SECURITY LIGHT POLE, 55.3 FEET SOUTH OF THE SOUTHERN
 FB3719'ONE OF TWO SIGN POSTS OF THE CHURCH SIGN, 38.9 FEET SOUTHWEST OF A
 FB3719'SMALL WATER SPIGOT WITH PVC PIPE IN THE CHURCH YARD.  DESCRIBED BY T.
 FB3719'HALL.
 FB3719
 FB3719                          STATION RECOVERY (2000)
 FB3719
 FB3719'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3719'STATION IS LOCATED 1.9 MILES (3.1 KM) WEST OF CLEVELAND, 18.0 MILES
 FB3719'(29.0 KM) NORTHWEST OF GREENVILLE.  OWNERSHIP--FAITH INDEPENDENT
 FB3719'BAPTIST CHURCH, ATTENTION-DAVID R.  ROTH, 4905 GEER HIGHWAY,
 FB3719'CLEVELAND, SC 29635.  TO REACH THE STATION FROM THE EASTERN-MOST
 FB3719'JUNCTION OF STATE HIGHWAY 11 AND U.S.  HIGHWAY 276 IN CLEVELAND, GO
 FB3719'NORTHWEST ON HIGHWAYS 11 AND 276 FOR 2.75 MILES (4.43 KM) TO THE
 FB3719'STATION ON THE LEFT IN THE FRONT YARD OF THE FAITH INDEPENDENT BAPTIST
 FB3719'CHURCH.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 5.0
 FB3719'FEET (1.5 M) ABOVE THE HIGHWAY, 98.3 FEET (30.0 M) SOUTH OF THE CENTER
 FB3719'OF THE HIGHWAY, 67.5 FEET (20.6 M) WEST OF THE WEST EDGE OF A PAVED
 FB3719'DRIVEWAY LEADING BEHIND THE CHURCH, 29.0 FEET (8.8 M) EAST OF THE EAST
 FB3719'EDGE OF THE CHURCH PARKING LOT, 58.6 FEET (17.9 M) NORTH NORTHWEST OF
 FB3719'THE NORTHEAST CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3718 ***********************************************************************
 FB3718  DESIGNATION -  23 141
 FB3718  PID         -  FB3718
 FB3718  STATE/COUNTY-  SC/GREENVILLE
 FB3718  USGS QUAD   -  CLEVELAND (1961)
 FB3718
 FB3718                         *CURRENT SURVEY CONTROL
 FB3718  ___________________________________________________________________
 FB3718* NAD 83(2001)-  35 04 31.15286(N)    082 34 42.32809(W)     ADJUSTED  
 FB3718* NAVD 88     -       312.442  (meters)    1025.07   (feet)  ADJUSTED  
 FB3718  ___________________________________________________________________
 FB3718  X           -     675,019.164 (meters)                     COMP
 FB3718  Y           -  -5,182,080.647 (meters)                     COMP
 FB3718  Z           -   3,644,870.428 (meters)                     COMP
 FB3718  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 FB3718  ELLIP HEIGHT-         281.45  (meters)          (03/13/03) GPS OBS
 FB3718  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FB3718  DYNAMIC HT  -         312.114 (meters)    1023.99  (feet)  COMP
 FB3718  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 FB3718
 FB3718  HORZ ORDER  -  FIRST
 FB3718  VERT ORDER  -  FIRST     CLASS II
 FB3718  ELLP ORDER  -  FOURTH    CLASS II
 FB3718
 FB3718.The horizontal coordinates were established by GPS observations
 FB3718.and adjusted by the National Geodetic Survey in March 2003..
 FB3718
 FB3718.The orthometric height was determined by differential leveling
 FB3718.and adjusted by the National Geodetic Survey in August 1993..
 FB3718
 FB3718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3718
 FB3718.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3718
 FB3718.The ellipsoidal height was determined by GPS observations
 FB3718.and is referenced to NAD 83.
 FB3718
 FB3718.The geoid height was determined by GEOID03.
 FB3718
 FB3718.The dynamic height is computed by dividing the NAVD 88
 FB3718.geopotential number by the normal gravity value computed on the
 FB3718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3718.degrees latitude (g = 980.6199 gals.).
 FB3718
 FB3718.The modeled gravity was interpolated from observed gravity values.
 FB3718
 FB3718;                    North         East     Units Scale Factor Converg.
 FB3718;SPC SC       -   360,652.856   465,632.597   MT  1.00009503   -0 52 30.3
 FB3718;SPC SC       - 1,183,244.28  1,527,666.00   iFT  1.00009503   -0 52 30.3
 FB3718;UTM  17      - 3,882,535.114   356,092.030   MT  0.99985523   -0 54 25.9
 FB3718
 FB3718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3718!SPC SC       -   0.99995582  x   1.00009503  =   1.00005085
 FB3718!UTM  17      -   0.99995582  x   0.99985523  =   0.99981106
 FB3718
 FB3718                          SUPERSEDED SURVEY CONTROL
 FB3718
 FB3718  NAD 83(1986)-  35 04 31.16091(N)    082 34 42.32982(W) AD(       ) 1
 FB3718  NAD 83(1995)-  35 04 31.15359(N)    082 34 42.32820(W) AD(       ) 1
 FB3718  ELLIP H (04/18/02)  281.43   (m)                       GP(       ) 4 1
 FB3718  NAVD 88 (04/18/02)  312.44   (m)         1025.1    (f) LEVELING    3  
 FB3718  NGVD 29 (12/12/91)  312.500  (m)         1025.26   (f) ADJUSTED    1 2
 FB3718
 FB3718.Superseded values are not recommended for survey control.
 FB3718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3718.See file dsdata.txt to determine how the superseded data were derived.
 FB3718
 FB3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5609282535(NAD 83)
 FB3718_MARKER: DD = SURVEY DISK
 FB3718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3718_SP_SET: CONCRETE POST
 FB3718_STAMPING: 23 141 1991
 FB3718_MARK LOGO: SCGS  
 FB3718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3718+STABILITY: SURFACE MOTION
 FB3718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3718+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3718
 FB3718  HISTORY     - Date     Condition        Report By
 FB3718  HISTORY     - 1991     MONUMENTED       SCGS
 FB3718  HISTORY     - 20000606 GOOD             SCGS
 FB3718
 FB3718                          STATION DESCRIPTION
 FB3718
 FB3718'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3718'STATION IS LOCATED 3.1 MILES WEST OF CLEVELAND, 3.25 MILES SOUTHEAST
 FB3718'OF CAESARS HEAD.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 FB3718'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 FB3718'STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND STATE HIGHWAY 11
 FB3718'(CHEROKEE FOOTHILLS SCENIC HIGHWAY) IN CLEVELAND, GO NORTHWEST ON
 FB3718'HIGHWAYS 276 AND 11 FOR 3.35 MILES TO THE JUNCTION OF STATE ROAD 176
 FB3718'(SOUTH BLYTHE SHOALS ROAD), CONTINUE ON HIGHWAYS 11 AND 276 FOR 0.5
 FB3718'MILE TO A DRIVEWAY RIGHT LEADING NORTH TO HOUSE NUMBER 5334 AND THE
 FB3718'STATION IN THE NORTHEAST ANGLE.  STATION IS A CONCRETE POST FLUSH
 FB3718'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 46.7 FEET NORTH OF THE
 FB3718'CENTER OF THE HIGHWAY, 8.7 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 FB3718'20.8 FEET WEST OF A POWER POLE 25K WITH A SCGS REFERENCE WASHER
 FB3718'ATTACHED, 138.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A STONE AND
 FB3718'WOOD SHED.  DESCRIBED BY T. HALL.
 FB3718
 FB3718                          STATION RECOVERY (2000)
 FB3718
 FB3718'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3718'STATION IS LOCATED 2.9 MILES (4.7 KM) WEST OF CLEVELAND3.3 MILES
 FB3718'SOUTHEAST OF CAESARS HEAD, 18.6 MILES (29.9 KM) NORTHWEST OF
 FB3718'GREENVILLE.  OWNERSHIP--JAMES C.  BLACKLEY, JR., TRUSTEE, C/O NELSON,
 FB3718'MULLINS, RILEY AND SCARBOROUGH, P.O.  BOX 10084, GREENVILLE, SC 29603.
 FB3718'TO REACH THE STATION FROM THE WESTERN MOST JUNCTION OF U.S. HIGHWAY
 FB3718'276 (GEER HIGHWAY) AND STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC
 FB3718'HIGHWAY) , 5.1 MILES (8.2 KM) WEST OF CLEVELAND, GO EAST ON HIGHWAYS
 FB3718'11 AND 276 FOR 1.6 MILES (2.6 KM) TO THE STATION ON THE LEFT INSIDE A
 FB3718'LOCKED GATE IN THE NORTHEAST ANGLE OF A DRIVEWAY LEADING TO A
 FB3718'STONE-SIDED HOUSE NUMBER 5334.  STATION IS A CONCRETE POST FLUSH WITH
 FB3718'THE GROUND AND LEVEL WITH THE HIGHWAY, 11.7 FEET (3.6 M) NORTH
 FB3718'NORTHEAST OF THE EAST ONE OF TWO WOODEN GATE POST WITH A SCGS
 FB3718'REFERENCE WASHER ATTACHED, 9.3 FEET (2.8 M) EAST OF THE CENTER OF THE
 FB3718'PAVED DRIVEWAY LEADING TO THE HOUSE, 20.7 FEET (6.3 M) WEST OF A POWER
 FB3718'POLE 25/K WITH A SCGS REFERENCE WASHER ATTACHED, 46.8 FEET (14.3 M)
 FB3718'NORTH OF THE CENTER OF THE HIGHWAY.  RECOVERED BY D.L. BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3717 ***********************************************************************
 FB3717  DESIGNATION -  23 142
 FB3717  PID         -  FB3717
 FB3717  STATE/COUNTY-  SC/GREENVILLE
 FB3717  USGS QUAD   -  CLEVELAND (1961)
 FB3717
 FB3717                         *CURRENT SURVEY CONTROL
 FB3717  ___________________________________________________________________
 FB3717* NAD 83(1986)-  35 04 24.     (N)    082 35 48.     (W)     SCALED    
 FB3717* NAVD 88     -       315.695  (meters)    1035.74   (feet)  ADJUSTED  
 FB3717  ___________________________________________________________________
 FB3717  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FB3717  DYNAMIC HT  -         315.362 (meters)    1034.65  (feet)  COMP
 FB3717  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 FB3717
 FB3717  VERT ORDER  -  FIRST     CLASS II
 FB3717
 FB3717.The horizontal coordinates were scaled from a topographic map and have
 FB3717.an estimated accuracy of +/- 6 seconds.
 FB3717
 FB3717.The orthometric height was determined by differential leveling
 FB3717.and adjusted by the National Geodetic Survey in August 1993..
 FB3717
 FB3717.The geoid height was determined by GEOID03.
 FB3717
 FB3717.The dynamic height is computed by dividing the NAVD 88
 FB3717.geopotential number by the normal gravity value computed on the
 FB3717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3717.degrees latitude (g = 980.6199 gals.).
 FB3717
 FB3717.The modeled gravity was interpolated from observed gravity values.
 FB3717
 FB3717;                    North         East    Units  Estimated Accuracy
 FB3717;SPC SC       -   360,460.      463,970.      MT  (+/- 180 meters Scaled)
 FB3717
 FB3717                          SUPERSEDED SURVEY CONTROL
 FB3717
 FB3717  NGVD 29 (12/12/91)  315.752  (m)         1035.93   (f) ADJUSTED    1 2
 FB3717
 FB3717.Superseded values are not recommended for survey control.
 FB3717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3717.See file dsdata.txt to determine how the superseded data were derived.
 FB3717
 FB3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU544823(NAD 83)
 FB3717_MARKER: DD = SURVEY DISK
 FB3717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3717_SP_SET: CONCRETE POST
 FB3717_STAMPING: 23 142 1991
 FB3717_MARK LOGO: SCGS  
 FB3717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3717+STABILITY: SURFACE MOTION
 FB3717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3717+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3717
 FB3717  HISTORY     - Date     Condition        Report By
 FB3717  HISTORY     - 1991     MONUMENTED       SCGS
 FB3717  HISTORY     - 20000606 GOOD             SCGS
 FB3717
 FB3717                          STATION DESCRIPTION
 FB3717
 FB3717'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3717'STATION IS LOCATED 2.7 MILES SOUTH SOUTHEAST OF CAESARS HEAD, 4.5
 FB3717'MILES WEST OF CLEVELAND.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3717'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3717'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FB3717'HIGHWAY 276 AND STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY),
 FB3717'2.5 MILES SOUTH OF CAESARS HEAD, GO EAST ON HIGHWAYS 276 AND 11 FOR
 FB3717'0.6 MILE TO A DIM FIELD ACCESS ROAD RIGHT AND THE STATION NEAR A
 FB3717'POWER POLE IN THE SOUTHWEST ANGLE.  STATION IS A CONCRETE POST FLUSH
 FB3717'WITH THE GROUND AND 0.5 FOOT BELOW THE HIGHWAY, 34.9 FEET SOUTH OF
 FB3717'THE CENTER OF THE HIGHWAY, 19.8 FEET WEST OF THE POWER POLE WITH A
 FB3717'SCGS REFERENCE WASHER ATTACHED, 35.7 FEET WEST OF THE CENTER OF THE
 FB3717'ACCESS ROAD, 19.9 FEET WEST OF A WITNESS POST.  NOTE-MARGINAL GPS
 FB3717'STATION.  DESCRIBED BY T. HALL.
 FB3717
 FB3717                          STATION RECOVERY (2000)
 FB3717
 FB3717'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3717'STATION IS LOCATED 2.7 MILES (4.3 KM) NORTHWEST OF CAESARS HEAD, 21.8
 FB3717'MILES (35.1 KM) NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 FB3717'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3717'803-737-1350.  TO REACH THE STATION FROM THE WESTERN-MOST JUNCTION OF
 FB3717'STATE HIGHWAY 11 AND U.S.  HIGHWAY 276, 5.1 MILES (8.2 KM) WEST OF
 FB3717'CLEVELAND, GO EAST ON HIGHWAYS 11 AND 276 FOR 0.6 MILE (1.0 KM) TO THE
 FB3717'STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF A DIM DRIVE LEADING
 FB3717'SOUTH TO A TREE LINE AND MOUNTAIN STREAM PARALLELING THE HIGHWAY.
 FB3717'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 FB3717'BELOW THE HIGHWAY, 36.2 FEET (11.0 M) SOUTH OF THE CENTER OF THE
 FB3717'HIGHWAY, 19.6 FEET (6.0 M) WEST OF A POWER POLE WITH A SCGS REFERENCE
 FB3717'WASHER ATTACHED, 7.3 FEET (2.2 M) WEST OF THE CENTER OF THE PAVED
 FB3717'DRIVE, 40.2 FEET (12.3 M) EAST SOUTHEAST OF THE EASTERN-MOST END OF A
 FB3717'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 44.6 FEET (13.6
 FB3717'M) SOUTH SOUTHEAST OF A SIGN POST WITH A SIGN (NO VEHICLES BEYOND THIS
 FB3717'POINT) , 19.6 FEET (6.0 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3726 ***********************************************************************
 FB3726  DESIGNATION -  23 143
 FB3726  PID         -  FB3726
 FB3726  STATE/COUNTY-  SC/GREENVILLE
 FB3726  USGS QUAD   -  SLATER (1983)
 FB3726
 FB3726                         *CURRENT SURVEY CONTROL
 FB3726  ___________________________________________________________________
 FB3726* NAD 83(1986)-  35 05 43.     (N)    082 25 47.     (W)     SCALED    
 FB3726* NAVD 88     -       334.315  (meters)    1096.83   (feet)  ADJUSTED  
 FB3726  ___________________________________________________________________
 FB3726  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 FB3726  DYNAMIC HT  -         333.968 (meters)    1095.69  (feet)  COMP
 FB3726  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 FB3726
 FB3726  VERT ORDER  -  FIRST     CLASS II
 FB3726
 FB3726.The horizontal coordinates were scaled from a topographic map and have
 FB3726.an estimated accuracy of +/- 6 seconds.
 FB3726
 FB3726.The orthometric height was determined by differential leveling
 FB3726.and adjusted by the National Geodetic Survey in August 1993..
 FB3726
 FB3726.The geoid height was determined by GEOID03.
 FB3726
 FB3726.The dynamic height is computed by dividing the NAVD 88
 FB3726.geopotential number by the normal gravity value computed on the
 FB3726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3726.degrees latitude (g = 980.6199 gals.).
 FB3726
 FB3726.The modeled gravity was interpolated from observed gravity values.
 FB3726
 FB3726;                    North         East    Units  Estimated Accuracy
 FB3726;SPC SC       -   362,670.      479,230.      MT  (+/- 180 meters Scaled)
 FB3726
 FB3726                          SUPERSEDED SURVEY CONTROL
 FB3726
 FB3726  NGVD 29 (12/12/91)  334.379  (m)         1097.04   (f) ADJUSTED    1 2
 FB3726
 FB3726.Superseded values are not recommended for survey control.
 FB3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3726.See file dsdata.txt to determine how the superseded data were derived.
 FB3726
 FB3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU696845(NAD 83)
 FB3726_MARKER: DD = SURVEY DISK
 FB3726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3726_SP_SET: CONCRETE POST
 FB3726_STAMPING: 23 143 1991
 FB3726_MARK LOGO: SCGS  
 FB3726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3726+STABILITY: SURFACE MOTION
 FB3726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3726+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB3726
 FB3726  HISTORY     - Date     Condition        Report By
 FB3726  HISTORY     - 1991     MONUMENTED       SCGS
 FB3726  HISTORY     - 20000712 GOOD             SCGS
 FB3726
 FB3726                          STATION DESCRIPTION
 FB3726
 FB3726'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3726'STATION IS LOCATED 3.9 MILES NORTHWEST OF TIGERVILLE, 5.2 MILES EAST
 FB3726'NORTHEAST OF CLEVELAND.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3726'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3726'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 FB3726'STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND U.S.
 FB3726'HIGHWAY 25 (4.15 MILES EAST NORTHEAST OF CLEVELAND), GO EAST ON
 FB3726'HIGHWAY 11 FOR 1.15 MILES TO THE STATION ON THE RIGHT BEHIND A
 FB3726'GUARDRAIL.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FB3726'LEVEL WITH THE HIGHWAY, 22.8 FEET SOUTHEAST OF THE CENTER OF THE
 FB3726'HIGHWAY, 3.3 FEET SOUTH SOUTHWEST OF A GUARDRAIL POST WITH A SCGS
 FB3726'REFERENCE WASHER ATTACHED, 3.4 FEET EAST NORTHEAST OF A GUARDRAIL
 FB3726'POST WITH A SCGS REFERENCE WASHER ATTACHED, 148.4 FEET SOUTHWEST OF
 FB3726'THE NORTHEAST END OF THE GUARDRAIL, 3.1 FEET SOUTH SOUTHWEST OF A
 FB3726'WITNESS POST.  DESCRIBED BY T. HALL.
 FB3726
 FB3726                          STATION RECOVERY (2000)
 FB3726
 FB3726'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3726'STATION IS LOCATED 3.8 MILES (6.1 KM) NORTHWEST OF TIGERVILLE, 16.8
 FB3726'MILES (27.0 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3726'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3726'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 FB3726'STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND U.S. HIGHWAY
 FB3726'25, 4.6 MILES (7.4 KM) WEST OF TIGERVILLE, GO EAST ON HIGHWAY 11 FOR
 FB3726'1.15 MILES (1.85 KM) TO THE STATION ON THE RIGHT BEHIND A GUARDRAIL.
 FB3726'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3726'HIGHWAY, 23.2 FEET (7.1 M) SOUTHEAST OF THE CENTER OF HIGHWAY 11, 3.0
 FB3726'FEET (0.9 M) SOUTH SOUTHWEST OF A GUARDRAIL POST WITH A SCGS REFERENCE
 FB3726'WASHER ATTACHED, 2.9 FEET (0.9 M) EAST NORTHEAST OF A GUARDRAIL POST
 FB3726'WITH A SCGS REFERENCE WASHER ATTACHED, 143.0 FEET (43.6 M) SOUTHWEST
 FB3726'OF POWER POLE NUMBER XYZ WITH A TRANSFORMER AND A SCGS REFERENCE
 FB3726'WASHER ATTACHED, 3.0 FEET (0.9 M) SOUTH SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3727 ***********************************************************************
 FB3727  DESIGNATION -  23 144
 FB3727  PID         -  FB3727
 FB3727  STATE/COUNTY-  SC/GREENVILLE
 FB3727  USGS QUAD   -  SLATER (1983)
 FB3727
 FB3727                         *CURRENT SURVEY CONTROL
 FB3727  ___________________________________________________________________
 FB3727* NAD 83(1986)-  35 05 57.     (N)    082 24 46.     (W)     SCALED    
 FB3727* NAVD 88     -       339.260  (meters)    1113.06   (feet)  ADJUSTED  
 FB3727  ___________________________________________________________________
 FB3727  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 FB3727  DYNAMIC HT  -         338.906 (meters)    1111.89  (feet)  COMP
 FB3727  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 FB3727
 FB3727  VERT ORDER  -  FIRST     CLASS II
 FB3727
 FB3727.The horizontal coordinates were scaled from a topographic map and have
 FB3727.an estimated accuracy of +/- 6 seconds.
 FB3727
 FB3727.The orthometric height was determined by differential leveling
 FB3727.and adjusted by the National Geodetic Survey in August 1993..
 FB3727
 FB3727.The geoid height was determined by GEOID03.
 FB3727
 FB3727.The dynamic height is computed by dividing the NAVD 88
 FB3727.geopotential number by the normal gravity value computed on the
 FB3727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3727.degrees latitude (g = 980.6199 gals.).
 FB3727
 FB3727.The modeled gravity was interpolated from observed gravity values.
 FB3727
 FB3727;                    North         East    Units  Estimated Accuracy
 FB3727;SPC SC       -   363,080.      480,780.      MT  (+/- 180 meters Scaled)
 FB3727
 FB3727                          SUPERSEDED SURVEY CONTROL
 FB3727
 FB3727  NGVD 29 (12/12/91)  339.322  (m)         1113.26   (f) ADJUSTED    1 2
 FB3727
 FB3727.Superseded values are not recommended for survey control.
 FB3727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3727.See file dsdata.txt to determine how the superseded data were derived.
 FB3727
 FB3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU712849(NAD 83)
 FB3727_MARKER: DD = SURVEY DISK
 FB3727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3727_SP_SET: CONCRETE POST
 FB3727_STAMPING: 23 144 1991
 FB3727_MARK LOGO: SCGS  
 FB3727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3727+STABILITY: SURFACE MOTION
 FB3727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3727+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB3727
 FB3727  HISTORY     - Date     Condition        Report By
 FB3727  HISTORY     - 1991     MONUMENTED       SCGS
 FB3727  HISTORY     - 20000712 GOOD             SCGS
 FB3727
 FB3727                          STATION DESCRIPTION
 FB3727
 FB3727'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3727'STATION IS LOCATED 3.3 MILES NORTHWEST OF TIGERVILLE.
 FB3727'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3727'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB3727'THE JUNCTION OVERPASS OF STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC
 FB3727'HIGHWAY) AND U.S. HIGHWAY 25 (4.15 MILES EAST NORTHEAST OF
 FB3727'CLEVELAND) , GO EAST ON HIGHWAY 11 FOR 1.65 MILES TO THE JUNCTION OF
 FB3727'STATE ROAD 129 (CHINQUAPIN ROAD), CONTINUE ON HIGHWAY 11 FOR 0.5 MILE
 FB3727'TO A GRAVEL ROAD RIGHT (FOREST DRIVE) AND THE STATION IN THE EAST
 FB3727'ANGLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 FB3727'WITH THE HIGHWAY, 22.2 FEET SOUTH SOUTHEAST OF THE CENTER OF THE
 FB3727'HIGHWAY, 24.5 FEET NORTH NORTHEAST OF THE CENTER OF FOREST DRIVE, 8.6
 FB3727'FEET NORTHWEST OF THE NORTHEAST END OF A 12-INCH CONCRETE PIPE
 FB3727'CULVERT BENEATH FOREST DRIVE, 63.5 FEET EAST SOUTHEAST OF A POWER
 FB3727'POLE NUMBER 32001 WITH GUY WIRE, 7.0 FEET NORTH OF A STOP SIGN POLE,
 FB3727'6.8 FEET NORTH OF A WITNESS POST.  DESCRIBED BY T. HALL.
 FB3727
 FB3727                          STATION RECOVERY (2000)
 FB3727
 FB3727'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3727'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTHWEST OF TIGERVILLE, 17.0
 FB3727'MILES (27.4 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3727'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3727'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 FB3727'STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND U.S. HIGHWAY
 FB3727'25, 4.6 MILES (7.4 KM) WEST OF TIGERVILLE, GO EAST ON HIGHWAY 11 FOR
 FB3727'1.65 MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 129 (CHINQUAPIN
 FB3727'ROAD) , CONTINUE AHEAD ON ROAD 129 FOR 0.5 MILE (0.8 KM) TO THE
 FB3727'STATION ON THE LEFT IN THE EAST ANGLE OF THE JUNCTION OF PAVED ROAD
 FB3727'RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 FB3727'WITH THE HIGHWAY, 22.1 FEET (6.7 M) SOUTH OF THE CENTER THE HIGHWAY,
 FB3727'23.9 FEET (7.3 M) NORTHEAST OF THE CENTER OF FOREST DRIVE, 132.9 FEET
 FB3727'(40.5 M) WEST SOUTHWEST OF A GUARDRAIL POST WITH A SCGS REFERENCE
 FB3727'WASHER ATTACHED, 65.5 FEET (20.0 M) EAST NORTHEAST OF A POWER POLE
 FB3727'WITH A TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 6.3 FEET (1.9
 FB3727'M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3728 ***********************************************************************
 FB3728  DESIGNATION -  23 145
 FB3728  PID         -  FB3728
 FB3728  STATE/COUNTY-  SC/GREENVILLE
 FB3728  USGS QUAD   -  SLATER (1983)
 FB3728
 FB3728                         *CURRENT SURVEY CONTROL
 FB3728  ___________________________________________________________________
 FB3728* NAD 83(2001)-  35 06 04.58043(N)    082 23 48.29472(W)     ADJUSTED  
 FB3728* NAVD 88     -       317.574  (meters)    1041.91   (feet)  ADJUSTED  
 FB3728  ___________________________________________________________________
 FB3728  X           -     691,228.831 (meters)                     COMP
 FB3728  Y           -  -5,178,277.511 (meters)                     COMP
 FB3728  Z           -   3,647,229.222 (meters)                     COMP
 FB3728  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 FB3728  ELLIP HEIGHT-         286.23  (meters)          (03/13/03) GPS OBS
 FB3728  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 FB3728  DYNAMIC HT  -         317.242 (meters)    1040.82  (feet)  COMP
 FB3728  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 FB3728
 FB3728  HORZ ORDER  -  FIRST
 FB3728  VERT ORDER  -  FIRST     CLASS II
 FB3728  ELLP ORDER  -  FOURTH    CLASS II
 FB3728
 FB3728.The horizontal coordinates were established by GPS observations
 FB3728.and adjusted by the National Geodetic Survey in March 2003..
 FB3728
 FB3728.The orthometric height was determined by differential leveling
 FB3728.and adjusted by the National Geodetic Survey in August 1993..
 FB3728
 FB3728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3728
 FB3728.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3728
 FB3728.The ellipsoidal height was determined by GPS observations
 FB3728.and is referenced to NAD 83.
 FB3728
 FB3728.The geoid height was determined by GEOID03.
 FB3728
 FB3728.The dynamic height is computed by dividing the NAVD 88
 FB3728.geopotential number by the normal gravity value computed on the
 FB3728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3728.degrees latitude (g = 980.6199 gals.).
 FB3728
 FB3728.The modeled gravity was interpolated from observed gravity values.
 FB3728
 FB3728;                    North         East     Units Scale Factor Converg.
 FB3728;SPC SC       -   363,293.548   482,241.020   MT  1.00010630   -0 46 27.7
 FB3728;SPC SC       - 1,191,907.97  1,582,155.58   iFT  1.00010630   -0 46 27.7
 FB3728;UTM  17      - 3,885,166.235   372,697.311   MT  0.99979973   -0 48 11.8
 FB3728
 FB3728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3728!SPC SC       -   0.99995507  x   1.00010630  =   1.00006137
 FB3728!UTM  17      -   0.99995507  x   0.99979973  =   0.99975481
 FB3728
 FB3728                          SUPERSEDED SURVEY CONTROL
 FB3728
 FB3728  NAD 83(1986)-  35 06 04.58987(N)    082 23 48.29642(W) AD(       ) 1
 FB3728  NAD 83(1995)-  35 06 04.58055(N)    082 23 48.29431(W) AD(       ) 1
 FB3728  ELLIP H (04/18/02)  286.27   (m)                       GP(       ) 4 1
 FB3728  NAVD 88 (04/18/02)  317.57   (m)         1041.9    (f) LEVELING    3  
 FB3728  NGVD 29 (12/12/91)  317.635  (m)         1042.11   (f) ADJUSTED    1 2
 FB3728
 FB3728.Superseded values are not recommended for survey control.
 FB3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3728.See file dsdata.txt to determine how the superseded data were derived.
 FB3728
 FB3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7269785166(NAD 83)
 FB3728_MARKER: DD = SURVEY DISK
 FB3728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3728_SP_SET: CONCRETE POST
 FB3728_STAMPING: 23 145 1991
 FB3728_MARK LOGO: SCGS  
 FB3728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3728+STABILITY: SURFACE MOTION
 FB3728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3728+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB3728
 FB3728  HISTORY     - Date     Condition        Report By
 FB3728  HISTORY     - 1991     MONUMENTED       SCGS
 FB3728  HISTORY     - 20000712 GOOD             SCGS
 FB3728
 FB3728                          STATION DESCRIPTION
 FB3728
 FB3728'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3728'STATION IS LOCATED 2.8 MILES NORTH NORTHWEST OF TIGERVILLE.
 FB3728'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3728'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB3728'THE JUNCTION OVERPASS OF STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC
 FB3728'HIGHWAY) AND U.S. HIGHWAY 25 (4.15 MILES EAST NORTHEAST OF
 FB3728'CLEVELAND) , GO EAST ON HIGHWAY 11 FOR 1.65 MILES TO THE JUNCTION OF
 FB3728'STATE ROAD 129 (CHINQUAPIN ROAD), CONTINUE ON HIGHWAY 11 FOR 1.5
 FB3728'MILES TO THE STATION IN THE SHOULDER ON THE RIGHT, IN FRONT OF A
 FB3728'BRICK HOUSE NUMBER 2607.  STATION IS A CONCRETE POST FLUSH WITH THE
 FB3728'GROUND AND LEVEL WITH THE HIGHWAY, 19.9 FEET SOUTH SOUTHEAST OF THE
 FB3728'CENTER OF THE HIGHWAY, 73.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 FB3728'THE HOUSE, 56.8 FEET EAST NORTHEAST OF THE CENTER OF THE DRIVEWAY TO
 FB3728'THE HOUSE, 49.1 FEET NORTH NORTHWEST OF THE NORTH EDGE OF THE BOTTOM
 FB3728'BRICK STEPS TO THE HOUSE, 90.0 FEET NORTH NORTHEAST OF THE NORTHEAST
 FB3728'CORNER OF A TWO-STALL SHINGLE-SIDED GARAGE.  DESCRIBED BY T. HALL.
 FB3728
 FB3728                          STATION RECOVERY (2000)
 FB3728
 FB3728'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3728'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHWEST OF TIGERVILLE, 17.1
 FB3728'MILES (27.5 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3728'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3728'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 FB3728'STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND U.S. HIGHWAY
 FB3728'25, 4.8 MILES (7.7 KM) WEST OF TIGERVILLE, GO EAST ON HIGHWAY 11 FOR
 FB3728'1.65 MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 129 (CHINQUAPIN
 FB3728'ROAD) , CONTINUE ON HIGHWAY 11 FOR 1.45 MILES (2.33 KM) TO THE STATION
 FB3728'ON THE RIGHT IN FRONT OF A BRICK HOUSE NUMBER 2607. STATION IS A
 FB3728'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 19.7
 FB3728'FEET (6.0 M) SOUTH SOUTHEAST OF THE CENTER OF HIGHWAY 11, 57.0 FEET
 FB3728'(17.4 M) EAST OF THE CENTER OF A PAVED DRIVEWAY LEADING TO HOUSE
 FB3728'NUMBER 2607, 90.0 FEET (27.4 M) NORTH NORTHEAST OF THE NORTHEAST
 FB3728'CORNER OF A WOODEN TWO STALL GARAGE, 75.0 FEET (22.9 M) NORTHWEST OF
 FB3728'THE NORTHEAST CORNER OF THE HOUSE, 74.0 FEET (22.6 M) WEST SOUTHWEST
 FB3728'OF THE CENTER OF A DROP INLET CATCH BASIN GRATE. RECOVERED BY D.L.
 FB3728'BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3729 ***********************************************************************
 FB3729  DESIGNATION -  23 146
 FB3729  PID         -  FB3729
 FB3729  STATE/COUNTY-  SC/GREENVILLE
 FB3729  USGS QUAD   -  SLATER (1983)
 FB3729
 FB3729                         *CURRENT SURVEY CONTROL
 FB3729  ___________________________________________________________________
 FB3729* NAD 83(1986)-  35 06 22.     (N)    082 22 53.     (W)     SCALED    
 FB3729* NAVD 88     -       340.478  (meters)    1117.05   (feet)  ADJUSTED  
 FB3729  ___________________________________________________________________
 FB3729  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 FB3729  DYNAMIC HT  -         340.122 (meters)    1115.88  (feet)  COMP
 FB3729  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 FB3729
 FB3729  VERT ORDER  -  FIRST     CLASS II
 FB3729
 FB3729.The horizontal coordinates were scaled from a topographic map and have
 FB3729.an estimated accuracy of +/- 6 seconds.
 FB3729
 FB3729.The orthometric height was determined by differential leveling
 FB3729.and adjusted by the National Geodetic Survey in August 1993..
 FB3729
 FB3729.The geoid height was determined by GEOID03.
 FB3729
 FB3729.The dynamic height is computed by dividing the NAVD 88
 FB3729.geopotential number by the normal gravity value computed on the
 FB3729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3729.degrees latitude (g = 980.6199 gals.).
 FB3729
 FB3729.The modeled gravity was interpolated from observed gravity values.
 FB3729
 FB3729;                    North         East    Units  Estimated Accuracy
 FB3729;SPC SC       -   363,810.      483,650.      MT  (+/- 180 meters Scaled)
 FB3729
 FB3729                          SUPERSEDED SURVEY CONTROL
 FB3729
 FB3729  NGVD 29 (12/12/91)  340.539  (m)         1117.25   (f) ADJUSTED    1 2
 FB3729
 FB3729.Superseded values are not recommended for survey control.
 FB3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3729.See file dsdata.txt to determine how the superseded data were derived.
 FB3729
 FB3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU741856(NAD 83)
 FB3729_MARKER: DD = SURVEY DISK
 FB3729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3729_SP_SET: CONCRETE POST
 FB3729_STAMPING: 23 146 1991
 FB3729_MARK LOGO: SCGS  
 FB3729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3729+STABILITY: SURFACE MOTION
 FB3729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3729+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB3729
 FB3729  HISTORY     - Date     Condition        Report By
 FB3729  HISTORY     - 1991     MONUMENTED       SCGS
 FB3729  HISTORY     - 20000712 GOOD             SCGS
 FB3729
 FB3729                          STATION DESCRIPTION
 FB3729
 FB3729'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3729'STATION IS LOCATED 2.65 MILES NORTH NORTHWEST OF TIGERVILLE.
 FB3729'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3729'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB3729'THE JUNCTION OVERPASS OF STATE HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC
 FB3729'HIGHWAY) AND U.S. HIGHWAY 25 (4.15 MILES EAST NORTHEAST OF
 FB3729'CLEVELAND) , GO EAST ON HIGHWAY 11 FOR 3.6 MILES TO THE JUNCTION OF
 FB3729'STATE ROAD 912 (OLD STATE HIGHWAY 11), CONTINUE ON HIGHWAY 11 FOR
 FB3729'0.65 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE NUMBER 31392
 FB3729'WITH TWO GUY WIRES AND A TRANSFORMER AND BEHIND A GUARDRAIL.  STATION
 FB3729'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 FB3729'22.8 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3.4 FEET SOUTHEAST OF A
 FB3729'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 4.4 FEET NORTH
 FB3729'NORTHWEST OF A TELEPHONE JUNCTION BOX PED/7, 5.6 FEET NORTH OF THE
 FB3729'POWER POLE, 2.8 FEET WEST OF A WITNESS POST.  NOTE-MARGINAL GPS
 FB3729'STATION.  DESCRIBED BY T. HALL.
 FB3729
 FB3729                          STATION RECOVERY (2000)
 FB3729
 FB3729'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3729'STATION IS LOCATED 2.6 MILES (4.2 KM) NORTH OF TIGERVILLE, 17.4 MILES
 FB3729'(28.0 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3729'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3729'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB3729'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) 101 AND STATE ROAD
 FB3729'912, 3.4 MILES (5.5 KM) NORTH NORTHEAST OF TIGERVILLE, GO WEST ON
 FB3729'HIGHWAY 11 FOR 1.9 MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 117
 FB3729'(NORTH TIGERVILLE ROAD) , CONTINUE ON HIGHWAY 11 FOR 0.4 MILE (0.6 KM)
 FB3729'TO THE STATION ON THE LEFT BEHIND A GUARDRAIL.  STATION IS A CONCRETE
 FB3729'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 22.3 FEET (6.8
 FB3729'M) SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY 11, 3.0 FEET (0.9 M) WEST
 FB3729'OF A GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 3.0 FEET
 FB3729'(0.9 M) SOUTHEAST OF A GUARDRAIL POST WITH A SCGS REFERENCE WASHER
 FB3729'ATTACHED, 5.6 FEET (1.7 M) NORTH OF POWER POLE NUMBER 31392 WITH TWO
 FB3729'GUY WIRES AND A TRANSFORMER ATTACHED, 4.8 FEET (1.5 M) NORTH NORTHWEST
 FB3729'OF TELEPHONE JUNCTION BOX NUMBER 7, 2.8 FEET (0.9 M) WEST OF A WITNESS
 FB3729'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3730 ***********************************************************************
 FB3730  DESIGNATION -  23 147
 FB3730  PID         -  FB3730
 FB3730  STATE/COUNTY-  SC/GREENVILLE
 FB3730  USGS QUAD   -  TIGERVILLE (1983)
 FB3730
 FB3730                         *CURRENT SURVEY CONTROL
 FB3730  ___________________________________________________________________
 FB3730* NAD 83(1986)-  35 06 17.     (N)    082 21 32.     (W)     SCALED    
 FB3730* NAVD 88     -       335.164  (meters)    1099.62   (feet)  ADJUSTED  
 FB3730  ___________________________________________________________________
 FB3730  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 FB3730  DYNAMIC HT  -         334.814 (meters)    1098.47  (feet)  COMP
 FB3730  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 FB3730
 FB3730  VERT ORDER  -  FIRST     CLASS II
 FB3730
 FB3730.The horizontal coordinates were scaled from a topographic map and have
 FB3730.an estimated accuracy of +/- 6 seconds.
 FB3730
 FB3730.The orthometric height was determined by differential leveling
 FB3730.and adjusted by the National Geodetic Survey in August 1993..
 FB3730
 FB3730.The geoid height was determined by GEOID03.
 FB3730
 FB3730.The dynamic height is computed by dividing the NAVD 88
 FB3730.geopotential number by the normal gravity value computed on the
 FB3730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3730.degrees latitude (g = 980.6199 gals.).
 FB3730
 FB3730.The modeled gravity was interpolated from observed gravity values.
 FB3730
 FB3730;                    North         East    Units  Estimated Accuracy
 FB3730;SPC SC       -   363,630.      485,700.      MT  (+/- 180 meters Scaled)
 FB3730
 FB3730                          SUPERSEDED SURVEY CONTROL
 FB3730
 FB3730  NGVD 29 (12/12/91)  335.226  (m)         1099.82   (f) ADJUSTED    1 2
 FB3730
 FB3730.Superseded values are not recommended for survey control.
 FB3730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3730.See file dsdata.txt to determine how the superseded data were derived.
 FB3730
 FB3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU761855(NAD 83)
 FB3730_MARKER: DD = SURVEY DISK
 FB3730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3730_SP_SET: CONCRETE POST
 FB3730_STAMPING: 23 147 1991
 FB3730_MARK LOGO: SCGS  
 FB3730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3730+STABILITY: SURFACE MOTION
 FB3730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3730+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB3730
 FB3730  HISTORY     - Date     Condition        Report By
 FB3730  HISTORY     - 1991     MONUMENTED       SCGS
 FB3730  HISTORY     - 20000712 GOOD             SCGS
 FB3730
 FB3730                          STATION DESCRIPTION
 FB3730
 FB3730'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3730'STATION IS LOCATED 2.6 MILES NORTH NORTHEAST OF TIGERVILLE, 7.55
 FB3730'MILES WEST OF GOWENSVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3730'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3730'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS
 FB3730'11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY), 101 AND STATE ROAD 912
 FB3730'(HIGHWAY 912), 3.5 MILES NORTH NORTHEAST OF TIGERVILLE, GO SOUTHWEST
 FB3730'ON HIGHWAY 11 FOR 1.05 MILES TO THE STATION ON THE LEFT NEAR A POWER
 FB3730'POLE BEHIND A GUARDRAIL.  STATION IS A CONCRETE POST FLUSH WITH THE
 FB3730'GROUND AND LEVEL WITH THE HIGHWAY, 24.7 FEET SOUTH OF THE CENTER OF
 FB3730'THE HIGHWAY, 10.8 FEET NORTH NORTHEAST OF THE POWER POLE WITH A SCGS
 FB3730'REFERENCE WASHER AND GUY WIRE, 4.3 FEET WEST SOUTHWEST OF A GUARDRAIL
 FB3730'POST WITH A SCGS REFERENCE WASHER ATTACHED, 3.5 FEET SOUTH SOUTHEAST
 FB3730'OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH STATION 23 146.
 FB3730'DESCRIBED BY T. HALL.
 FB3730
 FB3730                          STATION RECOVERY (2000)
 FB3730
 FB3730'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3730'STATION IS LOCATED 2.5 MILES (4.0 KM) NORTH OF TIGERVILLE, 17.5 MILES
 FB3730'(28.2 KM) NORTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3730'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3730'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB3730'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) 101 AND STATE ROAD
 FB3730'912, 3.4 MILES (5.5 KM) NORTH NORTHEAST OF TIGERVILLE, GO WEST ON
 FB3730'HIGHWAY 11 FOR 1.05 MILES (1.69 KM) TO THE STATION ON THE LEFT BEHIND
 FB3730'A GUARDRAIL.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FB3730'LEVEL WITH THE HIGHWAY, 24.5 FEET (7.5 M) SOUTH OF THE CENTER OF THE
 FB3730'HIGHWAY, 3.7 FEET (1.1 M) SOUTH SOUTHEAST OF A GUARDRAIL POST WITH A
 FB3730'SCGS REFERENCE WASHER ATTACHED, 4.2 FEET (1.3 M) WEST SOUTHWEST OF A
 FB3730'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 10.7 FEET (3.3
 FB3730'M) NORTH OF POWER POLE NUMBER ZYX WITH WIRE AND A SCGS REFERENCE
 FB3730'WASHER ATTACHED, 3.5 FEET (1.1 M) SOUTH SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3731 ***********************************************************************
 FB3731  DESIGNATION -  23 148
 FB3731  PID         -  FB3731
 FB3731  STATE/COUNTY-  SC/GREENVILLE
 FB3731  USGS QUAD   -  TIGERVILLE (1983)
 FB3731
 FB3731                         *CURRENT SURVEY CONTROL
 FB3731  ___________________________________________________________________
 FB3731* NAD 83(1986)-  35 07 16.     (N)    082 19 59.     (W)     SCALED    
 FB3731* NAVD 88     -       355.603  (meters)    1166.67   (feet)  ADJUSTED  
 FB3731  ___________________________________________________________________
 FB3731  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 FB3731  DYNAMIC HT  -         355.232 (meters)    1165.46  (feet)  COMP
 FB3731  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 FB3731
 FB3731  VERT ORDER  -  FIRST     CLASS II
 FB3731
 FB3731.The horizontal coordinates were scaled from a topographic map and have
 FB3731.an estimated accuracy of +/- 6 seconds.
 FB3731
 FB3731.The orthometric height was determined by differential leveling
 FB3731.and adjusted by the National Geodetic Survey in August 1993..
 FB3731
 FB3731.The geoid height was determined by GEOID03.
 FB3731
 FB3731.The dynamic height is computed by dividing the NAVD 88
 FB3731.geopotential number by the normal gravity value computed on the
 FB3731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3731.degrees latitude (g = 980.6199 gals.).
 FB3731
 FB3731.The modeled gravity was interpolated from observed gravity values.
 FB3731
 FB3731;                    North         East    Units  Estimated Accuracy
 FB3731;SPC SC       -   365,420.      488,080.      MT  (+/- 180 meters Scaled)
 FB3731
 FB3731                          SUPERSEDED SURVEY CONTROL
 FB3731
 FB3731  NGVD 29 (12/12/91)  355.666  (m)         1166.88   (f) ADJUSTED    1 2
 FB3731
 FB3731.Superseded values are not recommended for survey control.
 FB3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3731.See file dsdata.txt to determine how the superseded data were derived.
 FB3731
 FB3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU785872(NAD 83)
 FB3731_MARKER: DD = SURVEY DISK
 FB3731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3731_SP_SET: CONCRETE POST
 FB3731_STAMPING: 23 148 1991
 FB3731_MARK LOGO: SCGS  
 FB3731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3731+STABILITY: SURFACE MOTION
 FB3731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3731+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB3731
 FB3731  HISTORY     - Date     Condition        Report By
 FB3731  HISTORY     - 1991     MONUMENTED       SCGS
 FB3731  HISTORY     - 20000712 GOOD             SCGS
 FB3731
 FB3731                          STATION DESCRIPTION
 FB3731
 FB3731'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3731'STATION IS LOCATED 4.2 MILES NORTH NORTHEAST OF TIGERVILLE, 6.1 MILES
 FB3731'WEST NORTHWEST OF GOWENSVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3731'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3731'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS
 FB3731'11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY), 101 AND STATE ROAD 912
 FB3731'(HIGHWAY 912), 3.5 MILES NORTH NORTHEAST OF TIGERVILLE, GO NORTHEAST
 FB3731'ON HIGHWAY 11 FOR 1.0 MILE TO THE STATION ON THE RIGHT IN THE
 FB3731'SHOULDER OF THE HIGHWAY AND ACROSS THE HIGHWAY FROM A DRIVEWAY TO A
 FB3731'BRICK HOUSE WITH A LARGE CIRCULAR BRICK PLANTER IN THE FRONT YARD.
 FB3731'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 FB3731'THE HIGHWAY, 26.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 35.3 FEET
 FB3731'NORTH NORTHWEST OF A POWER POLE NUMBER 30567 WITH GUY WIRE AND A SCGS
 FB3731'REFERENCE WASHER ATTACHED, 89.5 FEET WEST NORTHWEST OF A POWER LINE
 FB3731'STUB POLE WITH A SCGS REFERENCE WASHER ATTACHED, 93.8 FEET SOUTHWEST
 FB3731'OF THE WEST END OF A 12-INCH CONCRETE PIPE CULVERT BENEATH THE
 FB3731'DRIVEWAY TO THE HOUSE, 81.0 FEET WEST OF THE EXTENDED CENTER OF THE
 FB3731'WEST DRIVE TO THE HOUSE, 9.1 FEET NORTH OF A WITNESS POST.  DESCRIBED
 FB3731'BY T. HALL.
 FB3731
 FB3731                          STATION RECOVERY (2000)
 FB3731
 FB3731'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3731'STATION IS LOCATED 4.0 MILES (6.4 KM) NORTHEAST OF TIGERVILLE, 18.8
 FB3731'MILES (30.3 KM) NORTH NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 FB3731'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3731'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB3731'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) 101 AND STATE ROAD
 FB3731'912, 3.4 MILES (5.5 KM) NORTH NORTHEAST OF TIGERVILLE, GO EAST ON
 FB3731'HIGHWAY 11 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE RIGHT IN THE
 FB3731'SOUTHEAST ANGLE OF A PAVED DRIVEWAY LEADING TO STONE HOUSE NUMBER
 FB3731'2001.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 FB3731'(0.6 M) BELOW THE HIGHWAY, 25.3 FEET (7.7 M) SOUTH OF THE CENTER OF
 FB3731'THE HIGHWAY, 35.6 FEET (10.9 M) NORTH NORTHWEST OF POWER POLE NUMBER
 FB3731'30567 WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED, 137.4
 FB3731'FEET (41.9 M) EAST OF A PAVED DRIVEWAY LEADING TO THE STONE HOUSE,
 FB3731'81.4 FEET (24.8 M) SOUTHEAST OF THE EAST END OF A 1.5-FOOT CONCRETE
 FB3731'PIPE CULVERT UNDER A PAVED DRIVEWAY LEADING TO HOUSE NUMBER 2002, 7.9
 FB3731'FEET (2.4 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3732 ***********************************************************************
 FB3732  DESIGNATION -  23 149
 FB3732  PID         -  FB3732
 FB3732  STATE/COUNTY-  SC/GREENVILLE
 FB3732  USGS QUAD   -  TIGERVILLE (1983)
 FB3732
 FB3732                         *CURRENT SURVEY CONTROL
 FB3732  ___________________________________________________________________
 FB3732* NAD 83(1986)-  35 07 24.     (N)    082 18 46.     (W)     SCALED    
 FB3732* NAVD 88     -       380.990  (meters)    1249.96   (feet)  ADJUSTED  
 FB3732  ___________________________________________________________________
 FB3732  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 FB3732  DYNAMIC HT  -         380.596 (meters)    1248.67  (feet)  COMP
 FB3732  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 FB3732
 FB3732  VERT ORDER  -  FIRST     CLASS II
 FB3732
 FB3732.The horizontal coordinates were scaled from a topographic map and have
 FB3732.an estimated accuracy of +/- 6 seconds.
 FB3732
 FB3732.The orthometric height was determined by differential leveling
 FB3732.and adjusted by the National Geodetic Survey in August 1993..
 FB3732
 FB3732.The geoid height was determined by GEOID03.
 FB3732
 FB3732.The dynamic height is computed by dividing the NAVD 88
 FB3732.geopotential number by the normal gravity value computed on the
 FB3732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3732.degrees latitude (g = 980.6199 gals.).
 FB3732
 FB3732.The modeled gravity was interpolated from observed gravity values.
 FB3732
 FB3732;                    North         East    Units  Estimated Accuracy
 FB3732;SPC SC       -   365,640.      489,930.      MT  (+/- 180 meters Scaled)
 FB3732
 FB3732                          SUPERSEDED SURVEY CONTROL
 FB3732
 FB3732  NGVD 29 (12/12/91)  381.056  (m)         1250.18   (f) ADJUSTED    1 2
 FB3732
 FB3732.Superseded values are not recommended for survey control.
 FB3732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3732.See file dsdata.txt to determine how the superseded data were derived.
 FB3732
 FB3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU803875(NAD 83)
 FB3732_MARKER: DD = SURVEY DISK
 FB3732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3732_SP_SET: CONCRETE POST
 FB3732_STAMPING: 23 149 1991
 FB3732_MARK LOGO: SCGS  
 FB3732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3732+STABILITY: SURFACE MOTION
 FB3732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3732+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2005
 FB3732
 FB3732  HISTORY     - Date     Condition        Report By
 FB3732  HISTORY     - 1991     MONUMENTED       SCGS
 FB3732  HISTORY     - 20000712 GOOD             SCGS
 FB3732  HISTORY     - 20050602 GOOD             NEWBY
 FB3732
 FB3732                          STATION DESCRIPTION
 FB3732
 FB3732'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3732'STATION IS LOCATED 5.0 MILES NORTH NORTHEAST OF TIGERVILLE, 5.0 MILES
 FB3732'WEST NORTHWEST OF GOWENSVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3732'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3732'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS
 FB3732'11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY), 101 AND STATE ROAD 912
 FB3732'(HIGHWAY 912), 3.5 MILES NORTH NORTHEAST OF TIGERVILLE, GO NORTHEAST
 FB3732'ON HIGHWAY 11 FOR 2.2 MILES TO THE JUNCTION OF STATE ROAD 44 (GLASSY
 FB3732'ROAD) AND THE STATION ON THE NORTH SIDE OF THE HIGHWAY NEAR A STONE
 FB3732'TERRACE WALL IN FRONT OF A STONE HOUSE.  STATION IS A CONCRETE POST
 FB3732'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 47.0 FEET NORTH
 FB3732'NORTHEAST OF THE CENTER OF THE HIGHWAY, 36.8 FEET EAST OF THE
 FB3732'NORTHEAST CORNER OF A CONCRETE PAD FOR A TELEPHONE JUNCTION BOX
 FB3732'NUMBER 1360, 44.5 FEET EAST OF A POWER POLE WITH THREE GUY WIRES AND
 FB3732'AN ELECTRIC METER ATTACHED, 13.0 FEET SOUTH SOUTHWEST OF THE FACE OF
 FB3732'THE STONE WALL, 128.5 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF
 FB3732'A STONE SHED OVER A WELL IN THE YARD OF THE HOUSE.  DESCRIBED BY T.
 FB3732'HALL.
 FB3732
 FB3732                          STATION RECOVERY (2000)
 FB3732
 FB3732'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3732'STATION IS LOCATED 4.9 MILES (7.9 KM) NORTHEAST OF TIGERVILLE, 19.8
 FB3732'MILES (31.9 KM) NORTH NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 FB3732'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3732'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB3732'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) 101 AND STATE ROAD
 FB3732'912, 3.4 MILES (5.5 KM) NORTH NORTHEAST OF TIGERVILLE, GO EAST ON
 FB3732'HIGHWAY 11 FOR 2.2 MILES (3.5 KM) TO THE STATION ON THE LEFT IN THE
 FB3732'NORTH ANGLE OF THE JUNCTION NEAR A STONE WALL.  STATION IS A CONCRETE
 FB3732'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY,
 FB3732'47.1 FEET (14.4 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 13.0
 FB3732'FEET (4.0 M) SOUTH SOUTHWEST OF THE SOUTH FACE OF THE STONE WALL, 38.5
 FB3732'FEET (11.7 M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF A LARGE
 FB3732'TELEPHONE JUNCTION BOX NUMBER 1360, 133.9 FEET (40.8 M) WEST NORTHWEST
 FB3732'OF A POWER POLE NUMBER 70002/30655 WITH TWO TRANSFORMERS, A SECURITY
 FB3732'LIGHT, AND A SCGS REFERENCE WASHER ATTACHED, 36.1 FEET (11.0 M) EAST
 FB3732'SOUTHEAST OF A WITNESS POST.
 FB3732
 FB3732                          STATION RECOVERY (2005)
 FB3732
 FB3732'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 FB3732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3733 ***********************************************************************
 FB3733  DESIGNATION -  23 150
 FB3733  PID         -  FB3733
 FB3733  STATE/COUNTY-  SC/GREENVILLE
 FB3733  USGS QUAD   -  TIGERVILLE (1983)
 FB3733
 FB3733                         *CURRENT SURVEY CONTROL
 FB3733  ___________________________________________________________________
 FB3733* NAD 83(1986)-  35 07 26.     (N)    082 16 38.     (W)     SCALED    
 FB3733* NAVD 88     -       347.140  (meters)    1138.91   (feet)  ADJUSTED  
 FB3733  ___________________________________________________________________
 FB3733  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 FB3733  DYNAMIC HT  -         346.784 (meters)    1137.74  (feet)  COMP
 FB3733  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 FB3733
 FB3733  VERT ORDER  -  FIRST     CLASS II
 FB3733
 FB3733.The horizontal coordinates were scaled from a topographic map and have
 FB3733.an estimated accuracy of +/- 6 seconds.
 FB3733
 FB3733.The orthometric height was determined by differential leveling
 FB3733.and adjusted by the National Geodetic Survey in August 1993..
 FB3733
 FB3733.The geoid height was determined by GEOID03.
 FB3733
 FB3733.The dynamic height is computed by dividing the NAVD 88
 FB3733.geopotential number by the normal gravity value computed on the
 FB3733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3733.degrees latitude (g = 980.6199 gals.).
 FB3733
 FB3733.The modeled gravity was interpolated from observed gravity values.
 FB3733
 FB3733;                    North         East    Units  Estimated Accuracy
 FB3733;SPC SC       -   365,660.      493,170.      MT  (+/- 180 meters Scaled)
 FB3733
 FB3733                          SUPERSEDED SURVEY CONTROL
 FB3733
 FB3733  NGVD 29 (12/12/91)  347.209  (m)         1139.13   (f) ADJUSTED    1 2
 FB3733
 FB3733.Superseded values are not recommended for survey control.
 FB3733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3733.See file dsdata.txt to determine how the superseded data were derived.
 FB3733
 FB3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU836875(NAD 83)
 FB3733_MARKER: DD = SURVEY DISK
 FB3733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3733_SP_SET: CONCRETE POST
 FB3733_STAMPING: 23 150 1991
 FB3733_MARK LOGO: SCGS  
 FB3733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3733+STABILITY: SURFACE MOTION
 FB3733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3733+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB3733
 FB3733  HISTORY     - Date     Condition        Report By
 FB3733  HISTORY     - 1991     MONUMENTED       SCGS
 FB3733  HISTORY     - 20000712 GOOD             SCGS
 FB3733
 FB3733                          STATION DESCRIPTION
 FB3733
 FB3733'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3733'STATION IS LOCATED 6.5 MILES NORTHEAST OF TIGERVILLE, 3.05 MILES WEST
 FB3733'NORTHWEST OF GOWENSVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3733'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3733'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS
 FB3733'14 (NORTH HIGHWAY 14) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) IN
 FB3733'GOWENSVILLE, GO WEST ON HIGHWAY 11 FOR 3.3 MILES TO THE STATION ON
 FB3733'THE LEFT BEHIND A GUARDRAIL, 0.2 MILE NORTHEAST OF THE JUNCTION OF
 FB3733'STATE ROAD 115 (DILL ROAD).  STATION IS A CONCRETE POST FLUSH WITH
 FB3733'THE GROUND AND 0.5 FOOT BELOW THE HIGHWAY, 24.0 FEET SOUTH SOUTHEAST
 FB3733'OF THE CENTER OF THE HIGHWAY, 3.6 FEET SOUTHWEST OF A GUARDRAIL POST
 FB3733'WITH A SCGS REFERENCE WASHER ATTACHED, 3.6 FEET EAST OF A GUARDRAIL
 FB3733'POST, 48.8 FEET EAST NORTHEAST OF THE WEST END OF THE GUARD RAIL, 3.5
 FB3733'FEET EAST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 FB3733
 FB3733                          STATION RECOVERY (2000)
 FB3733
 FB3733'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3733'STATION IS LOCATED 6.5 MILES (10.5 KM) NORTHEAST OF TIGERVILLE, 19.8
 FB3733'MILES (31.9 KM) NORTH NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 FB3733'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3733'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB3733'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 14, 8.7 MILES
 FB3733'(14.0 KM) NORTHEAST OF TIGERVILLE, GO WEST ON HIGHWAY 11 FOR 3.2 MILES
 FB3733'(5.1 KM) TO THE STATION ON THE LEFT BEHIND A GUARDRAIL, 0.2 MILE (0.3
 FB3733'KM) EAST OF THE JUNCTION OF STATE ROAD 115 (DILL ROAD) . STATION IS A
 FB3733'CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM)
 FB3733'BELOW THE HIGHWAY, 24.2 FEET (7.4 M) SOUTH SOUTHEAST OF THE CENTER OF
 FB3733'THE HIGHWAY, 3.3 FEET (1.0 M) SOUTHWEST OF A GUARDRAIL POST WITH A
 FB3733'SCGS REFERENCE WASHER ATTACHED, 3.3 FEET (1.0 M) EAST OF A GUARDRAIL
 FB3733'POST WITH A SCGS REFERENCE WASHER ATTACHED, 48.7 FEET (14.8 M) EAST
 FB3733'NORTHEAST OF A GUARDRAIL POST AT THE WEST END OF A GUARDRAIL, 3.6 FEET
 FB3733'(1.1 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3734 ***********************************************************************
 FB3734  DESIGNATION -  23 151
 FB3734  PID         -  FB3734
 FB3734  STATE/COUNTY-  SC/GREENVILLE
 FB3734  USGS QUAD   -  TIGERVILLE (1983)
 FB3734
 FB3734                         *CURRENT SURVEY CONTROL
 FB3734  ___________________________________________________________________
 FB3734* NAD 83(1986)-  35 07 27.     (N)    082 15 28.     (W)     SCALED    
 FB3734* NAVD 88     -       330.402  (meters)    1083.99   (feet)  ADJUSTED  
 FB3734  ___________________________________________________________________
 FB3734  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 FB3734  DYNAMIC HT  -         330.064 (meters)    1082.88  (feet)  COMP
 FB3734  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 FB3734
 FB3734  VERT ORDER  -  FIRST     CLASS II
 FB3734
 FB3734.The horizontal coordinates were scaled from a topographic map and have
 FB3734.an estimated accuracy of +/- 6 seconds.
 FB3734
 FB3734.The orthometric height was determined by differential leveling
 FB3734.and adjusted by the National Geodetic Survey in August 1993..
 FB3734
 FB3734.The geoid height was determined by GEOID03.
 FB3734
 FB3734.The dynamic height is computed by dividing the NAVD 88
 FB3734.geopotential number by the normal gravity value computed on the
 FB3734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3734.degrees latitude (g = 980.6199 gals.).
 FB3734
 FB3734.The modeled gravity was interpolated from observed gravity values.
 FB3734
 FB3734;                    North         East    Units  Estimated Accuracy
 FB3734;SPC SC       -   365,670.      494,940.      MT  (+/- 180 meters Scaled)
 FB3734
 FB3734                          SUPERSEDED SURVEY CONTROL
 FB3734
 FB3734  NGVD 29 (12/12/91)  330.471  (m)         1084.22   (f) ADJUSTED    1 2
 FB3734
 FB3734.Superseded values are not recommended for survey control.
 FB3734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3734.See file dsdata.txt to determine how the superseded data were derived.
 FB3734
 FB3734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU853875(NAD 83)
 FB3734_MARKER: DD = SURVEY DISK
 FB3734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3734_SP_SET: CONCRETE POST
 FB3734_STAMPING: 23 151 1991
 FB3734_MARK LOGO: SCGS  
 FB3734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3734+STABILITY: SURFACE MOTION
 FB3734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3734+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB3734
 FB3734  HISTORY     - Date     Condition        Report By
 FB3734  HISTORY     - 1991     MONUMENTED       SCGS
 FB3734  HISTORY     - 20000712 GOOD             SCGS
 FB3734
 FB3734                          STATION DESCRIPTION
 FB3734
 FB3734'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3734'STATION IS LOCATED 1.95 MILES WEST NORTHWEST OF GOWENSVILLE, 7.35
 FB3734'MILES NORTHEAST OF TIGERVILLE OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3734'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3734'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS
 FB3734'14 (NORTH HIGHWAY 14) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) IN
 FB3734'GOWENSVILLE, GO WEST ON HIGHWAY 11 FOR 1.15 MILES TO THE JUNCTION OF
 FB3734'STATE ROAD 978 (TUGALOO ROAD), CONTINUE ON HIGHWAY 11 FOR 0.95 MILE
 FB3734'TO THE STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE
 FB3734'POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE THE HIGHWAY, 48.5 FEET
 FB3734'SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.6 FEET NORTH OF THE
 FB3734'POWER POLE NUMBER 33525 WITH A SCGS REFERENCE WASHER ATTACHED, 80.2
 FB3734'FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF A BRICK AND WOOD
 FB3734'HOUSE, 46.7 FEET WEST NORTHWEST OF A WOODEN FENCE LINE POST
 FB3734'SUPPORTING A GRAPE VINE SUPPORT FENCE, 139.7 FEET EAST SOUTHEAST OF
 FB3734'THE EAST END OF A 15-INCH CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY
 FB3734'TO THE HOUSE, 3.3 FEET NORTH OF A WITNESS POST.  DESCRIBED BY T.
 FB3734'HALL.
 FB3734
 FB3734                          STATION RECOVERY (2000)
 FB3734
 FB3734'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3734'STATION IS LOCATED 7.4 MILES (11.9 KM) EAST NORTHEAST OF TIGERVILLE,
 FB3734'20.2 MILES (32.5 KM) NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 FB3734'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3734'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB3734'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 14, 8.7 MILES
 FB3734'(14.0 KM) NORTHEAST OF TIGERVILLE, GO WEST ON HIGHWAY 11 FOR 2.1 MILES
 FB3734'(3.4 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A
 FB3734'CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) ABOVE THE
 FB3734'HIGHWAY, 48.4 FEET (14.8 M) NORTH NORTHEAST OF THE CENTER OF THE
 FB3734'HIGHWAY, 3.3 FEET (1.0 M) NORTH OF POWER POLE NUMBER 33525 WITH A SCGS
 FB3734'REFERENCE WASHER ATTACHED, 85.0 FEET (25.9 M) SOUTH OF POWER POLE
 FB3734'NUMBER 113277 WITH A TRANSFORMER ATTACHED, 91.6 FEET (27.9 M)
 FB3734'NORTHWEST OF A 1.0-FOOT GUM TREE, 3.0 FEET (0.9 M) NORTH OF A WITNESS
 FB3734'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3526 ***********************************************************************
 ED3526  DESIGNATION -  23 154
 ED3526  PID         -  ED3526
 ED3526  STATE/COUNTY-  SC/GREENVILLE
 ED3526  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED3526
 ED3526                         *CURRENT SURVEY CONTROL
 ED3526  ___________________________________________________________________
 ED3526* NAD 83(1986)-  34 58 16.     (N)    082 26 05.     (W)     SCALED    
 ED3526* NAVD 88     -       326.324  (meters)    1070.61   (feet)  ADJUSTED  
 ED3526  ___________________________________________________________________
 ED3526  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 ED3526  DYNAMIC HT  -         325.989 (meters)    1069.52  (feet)  COMP
 ED3526  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 ED3526
 ED3526  VERT ORDER  -  FIRST     CLASS II
 ED3526
 ED3526.The horizontal coordinates were scaled from a topographic map and have
 ED3526.an estimated accuracy of +/- 6 seconds.
 ED3526
 ED3526.The orthometric height was determined by differential leveling
 ED3526.and adjusted by the National Geodetic Survey in August 1993..
 ED3526
 ED3526.The geoid height was determined by GEOID03.
 ED3526
 ED3526.The dynamic height is computed by dividing the NAVD 88
 ED3526.geopotential number by the normal gravity value computed on the
 ED3526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3526.degrees latitude (g = 980.6199 gals.).
 ED3526
 ED3526.The modeled gravity was interpolated from observed gravity values.
 ED3526
 ED3526;                    North         East    Units  Estimated Accuracy
 ED3526;SPC SC       -   348,900.      478,580.      MT  (+/- 180 meters Scaled)
 ED3526
 ED3526                          SUPERSEDED SURVEY CONTROL
 ED3526
 ED3526  NGVD 29 (12/12/91)  326.402  (m)         1070.87   (f) ADJUSTED    1 2
 ED3526
 ED3526.Superseded values are not recommended for survey control.
 ED3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3526.See file dsdata.txt to determine how the superseded data were derived.
 ED3526
 ED3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU690707(NAD 83)
 ED3526_MARKER: DD = SURVEY DISK
 ED3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3526_SP_SET: CONCRETE POST
 ED3526_STAMPING: 23 154 1991
 ED3526_MARK LOGO: SCGS  
 ED3526_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3526+STABILITY: SURFACE MOTION
 ED3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3526+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3526
 ED3526  HISTORY     - Date     Condition        Report By
 ED3526  HISTORY     - 1991     MONUMENTED       SCGS
 ED3526  HISTORY     - 19970106 GOOD             SCGS
 ED3526  HISTORY     - 20000628 MARK NOT FOUND   SCGS
 ED3526
 ED3526                          STATION DESCRIPTION
 ED3526
 ED3526'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3526'STATION IS LOCATED IN TRAVELERS REST.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3526'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3526'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 ED3526'HIGHWAYS 276 (MAIN STREET) AND 25 (POINSETT HIGHWAY) IN TRAVELERS
 ED3526'REST, GO NORTH NORTHEAST ON HIGHWAY 25 FOR 0.55 MILE TO THE JUNCTION
 ED3526'OF STATE ROAD 527 RIGHT (TUBBS MOUNTAIN ROAD EXTENSION) AND TUBBS
 ED3526'MOUNTAIN ROAD LEFT AND THE STATION IN THE SOUTHEAST ANGLE.  STATION
 ED3526'IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE HIGHWAY, 48.9
 ED3526'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 22.3 FEET EAST OF THE
 ED3526'CENTER OF ROAD 527, 26.7 FEET WEST SOUTHWEST OF A FLAG POLE NEAR THE
 ED3526'WEST CORNER OF A BRICK BUILDING, 19.7 FEET NORTH OF A POWER POLE WITH
 ED3526'A GUY WIRE AND A TRANSFORMER, 2.3 FEET EAST SOUTHEAST OF THE
 ED3526'NORTHEAST CORNER OF AN UNUSED SQUARE CONCRETE SIGN FOUNDATION, 4.7
 ED3526'FEET NORTHEAST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3526
 ED3526                          STATION RECOVERY (1997)
 ED3526
 ED3526'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED3526'RECOVERED AS DESCRIBED, STATION WAS REPORTED TO SCGS AS BEING DESTINED
 ED3526'FOR DESTRUCTION, A NEW STATION WAS SET NEARBY AND LEVELED TO. RECOVERY
 ED3526'BY L.A. OWENS.
 ED3526
 ED3526                          STATION RECOVERY (2000)
 ED3526
 ED3526'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3526'NOT RECOVERED, PRESUMED DESTROYED OR PAVED OVER.  RECOVERY BY D.L.
 ED3526'BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9215 ***********************************************************************
 AE9215  DESIGNATION -  23 154 RESET
 AE9215  PID         -  AE9215
 AE9215  STATE/COUNTY-  SC/GREENVILLE
 AE9215  USGS QUAD   -  PARIS MOUNTAIN (1983)
 AE9215
 AE9215                         *CURRENT SURVEY CONTROL
 AE9215  ___________________________________________________________________
 AE9215* NAD 83(1986)-  34 58 19.     (N)    082 26 07.     (W)     SCALED    
 AE9215* NAVD 88     -       326.856  (meters)    1072.36   (feet)  ADJUSTED  
 AE9215  ___________________________________________________________________
 AE9215  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AE9215  DYNAMIC HT  -         326.520 (meters)    1071.26  (feet)  COMP
 AE9215  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 AE9215
 AE9215  VERT ORDER  -  FIRST     CLASS II
 AE9215
 AE9215.The horizontal coordinates were scaled from a topographic map and have
 AE9215.an estimated accuracy of +/- 6 seconds.
 AE9215
 AE9215.The orthometric height was determined by differential leveling
 AE9215.and adjusted by the National Geodetic Survey in February 1999..
 AE9215
 AE9215.The geoid height was determined by GEOID03.
 AE9215
 AE9215.The dynamic height is computed by dividing the NAVD 88
 AE9215.geopotential number by the normal gravity value computed on the
 AE9215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9215.degrees latitude (g = 980.6199 gals.).
 AE9215
 AE9215.The modeled gravity was interpolated from observed gravity values.
 AE9215
 AE9215;                    North         East    Units  Estimated Accuracy
 AE9215;SPC SC       -   348,990.      478,530.      MT  (+/- 180 meters Scaled)
 AE9215
 AE9215                          SUPERSEDED SURVEY CONTROL
 AE9215
 AE9215.No superseded survey control is available for this station.
 AE9215
 AE9215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU689708(NAD 83)
 AE9215_MARKER: DD = SURVEY DISK
 AE9215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9215_STAMPING: 23 154 RESET 1996
 AE9215_MARK LOGO: SCGS  
 AE9215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9215+STABILITY: SURFACE MOTION
 AE9215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9215+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2000
 AE9215
 AE9215  HISTORY     - Date     Condition        Report By
 AE9215  HISTORY     - 1996     MONUMENTED       SCGS
 AE9215  HISTORY     - 20000828 GOOD             SCGS
 AE9215
 AE9215                          STATION DESCRIPTION
 AE9215
 AE9215'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE9215'STATION IN TRAVELERS REST, 8.5 MILES (13.7 KM) NORTH OF GREENVILLE.
 AE9215'OWNERSHIP--NATIONWIDE INSURANCE, JOEY D.  HUDSON, 207 NORTH POINSETT
 AE9215'HIGHWAY, TRAVELERS REST, SC 29690, PHONE 864-834-8555.  TO REACH THE
 AE9215'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 276 (MAIN STREET) AND 25
 AE9215'BUSINESS (POINSETT HIGHWAY) IN TRAVELERS REST, GO NORTH NORTHEAST ON
 AE9215'HIGHWAY 25 FOR 0.55 MILE (0.89 KM) TO THE STATION IN THE NORTHEAST
 AE9215'ANGLE OF THE JUNCTION OF STATE ROAD 527 (TUBS MOUNTAIN ROAD EXTENSION)
 AE9215'RIGHT AND TUBBS MOUNTAIN ROAD LEFT.  STATION IS A CONCRETE POST FLUSH
 AE9215'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 39.0 FEET (11.9 M) EAST OF
 AE9215'THE CENTER OF TUBBS MOUNTAIN ROAD, 60.0 FEET (18.3 M) NORTH NORTHWEST
 AE9215'OF THE CENTER OF 25 BUSINESS, 50.5 FEET (15.4 M) NORTH NORTHEAST OF A
 AE9215'POWER POLE 80K WITH TRANSFORMER AND TELEPHONE JUNCTION BOX ATTACHED,
 AE9215'55.7 FEET (17.0 M) WEST SOUTHWEST OF THE SOUTH CORNER OF A BRICK
 AE9215'BUILDING (NATIONWIDE INSURACE OFFICE), 11.5 FEET (3.5 M) NORTH
 AE9215'NORTHWEST OF THE NORTH NORTHWEST EDGE OF THE PARKING LOT, 34.1 FEET
 AE9215'(10.4 M) NORTH NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK.
 AE9215'DESCRIBED BY L.A. OWENS.
 AE9215
 AE9215                          STATION RECOVERY (2000)
 AE9215
 AE9215'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AE9215'STATION IS LOCATED 0.6 MILE (1.0 KM) NORTHWEST OF TRAVELERS REST, 8.5
 AE9215'MILES (13.7 KM) NORTH NORTHWEST OF GREENVILLE.  OWNERSHIP--JOEY D.
 AE9215'HUDSON, NATIONWIDE INSURANCE, 207 NORTH POINSETT HIGHWAY, TRAVELERS
 AE9215'REST 29690, PHONE 864-834-8555.  TO REACH THE STATION FROM THE
 AE9215'JUNCTION OF U.S.  HIGHWAYS 276 (MAIN STREET) AND 25 BUSINESS (POINSETT
 AE9215'HIGHWAY) IN TRAVELERS REST, GO NORTH NORTHEAST ON HIGHWAY 25 BUSINESS
 AE9215'FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE LEFT IN THE NORTHEAST
 AE9215'ANGLE OF THE JUNCTION OF STATE ROAD 527 (TUBS MOUNTAIN ROAD EXTENSION)
 AE9215'LEFT, (TUBS MOUNTAIN ROAD) RIGHT.  STATION IS A CONCRETE POST FLUSH
 AE9215'WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 38.0 FEET (11.6
 AE9215'M) EAST OF THE CENTER OF ROAD 527, 36.8 FEET (11.2 M) SOUTHEAST OF THE
 AE9215'CENTER OF A FOUR FOOT SQUARE CATCH BASIN, 12.2 FEET (3.7 M) NORTH OF
 AE9215'THE NORTH EDGE OF A PARKING LOT, 35.9 FEET (10.9 M) NORTH OF A
 AE9215'TELEPHONE JUNCTION BOX, 59.1 FEET (18.0 M) NORTH NORTHWEST OF THE
 AE9215'CENTER OF U.S.  HIGHWAY 25 BUSINESS, 37.2 FEET (11.3 M) NORTH OF POWER
 AE9215'POLE NUMBER K80 WITH A TRANSFORMER AND A SECURITY LIGHT ATTACHED, 20.4
 AE9215'FEET (6.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3735 ***********************************************************************
 FB3735  DESIGNATION -  23 155
 FB3735  PID         -  FB3735
 FB3735  STATE/COUNTY-  SC/GREENVILLE
 FB3735  USGS QUAD   -  CAMPOBELLO (1983)
 FB3735
 FB3735                         *CURRENT SURVEY CONTROL
 FB3735  ___________________________________________________________________
 FB3735* NAD 83(1986)-  35 06 52.     (N)    082 13 30.     (W)     SCALED    
 FB3735* NAVD 88     -       321.380  (meters)    1054.39   (feet)  ADJUSTED  
 FB3735  ___________________________________________________________________
 FB3735  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FB3735  DYNAMIC HT  -         321.052 (meters)    1053.32  (feet)  COMP
 FB3735  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 FB3735
 FB3735  VERT ORDER  -  FIRST     CLASS II
 FB3735
 FB3735.The horizontal coordinates were scaled from a topographic map and have
 FB3735.an estimated accuracy of +/- 6 seconds.
 FB3735
 FB3735.The orthometric height was determined by differential leveling
 FB3735.and adjusted by the National Geodetic Survey in August 1993..
 FB3735
 FB3735.The geoid height was determined by GEOID03.
 FB3735
 FB3735.The dynamic height is computed by dividing the NAVD 88
 FB3735.geopotential number by the normal gravity value computed on the
 FB3735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3735.degrees latitude (g = 980.6199 gals.).
 FB3735
 FB3735.The modeled gravity was interpolated from observed gravity values.
 FB3735
 FB3735;                    North         East    Units  Estimated Accuracy
 FB3735;SPC SC       -   364,560.      497,920.      MT  (+/- 180 meters Scaled)
 FB3735
 FB3735                          SUPERSEDED SURVEY CONTROL
 FB3735
 FB3735  NGVD 29 (12/12/91)  321.451  (m)         1054.63   (f) ADJUSTED    1 2
 FB3735
 FB3735.Superseded values are not recommended for survey control.
 FB3735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3735.See file dsdata.txt to determine how the superseded data were derived.
 FB3735
 FB3735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU883864(NAD 83)
 FB3735_MARKER: DD = SURVEY DISK
 FB3735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3735_SP_SET: CONCRETE POST
 FB3735_STAMPING: 23 155 1991
 FB3735_MARK LOGO: SCGS  
 FB3735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3735+STABILITY: SURFACE MOTION
 FB3735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3735+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2000
 FB3735
 FB3735  HISTORY     - Date     Condition        Report By
 FB3735  HISTORY     - 1991     MONUMENTED       SCGS
 FB3735  HISTORY     - 20000828 GOOD             SCGS
 FB3735
 FB3735                          STATION DESCRIPTION
 FB3735
 FB3735'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3735'STATION IS LOCATED NEAR A TELPHONE POLE NUMBER 4001/227 IN THE
 FB3735'SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 11 (CHEROKEE
 FB3735'FOOTHILLS SCENIC HIGHWAY) AND 14 (NORTH HIGHWAY 14) IN GOWENSVILLE.
 FB3735'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3735'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 FB3735'FLUSH WITH THE GROUND AND 1.5 FEET ABOVE THE HIGHWAYS, 50.7 FEET EAST
 FB3735'OF THE CENTER OF HIGHWAY 14, 40.3 FEET SOUTH OF THE CENTER OF HIGHWAY
 FB3735'11, 16.5 FEET NORTH OF THE WEST END OF A ROCK FLOWER BED FOR A LINKS
 FB3735'OTRYON SIGN, 73.6 FEET WEST OF A POWER POLE SC40T (AT TOP) AND 01/6,
 FB3735'5.5 FEET SOUTHEAST OF THE TELEPHONE POLE, 5.3 FEET SOUTHEAST OF A
 FB3735'WITNESS POST.  DESCRIBED BY T. HALL.
 FB3735
 FB3735                          STATION RECOVERY (2000)
 FB3735
 FB3735'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3735'STATION IS LOCATED NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF THE
 FB3735'JUNCTION OF STATE HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND
 FB3735'14, 8.6 MILE (13.8 KM) NORTHEAST OF TIGERVILLE, 20.4 MILES (32.8 KM)
 FB3735'NORTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3735'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3735'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FB3735'LEVEL WITH THE HIGHWAYS, 43.4 FEET (13.2 M) SOUTH OF THE CENTER OF
 FB3735'HIGHWAY 11, 52.0 FEET (15.8 M) EAST OF THE CENTER OF HIGHWAY 14, 5.4
 FB3735'FEET (1.6 M) EAST SOUTHEAST OF POWER POLE NUMBER 4001/227 WITH TWO GUY
 FB3735'WIRES, 73.2 FEET (22.3 M) WEST OF POWER POLE NUMBER 4001/226, 5.2 FEET
 FB3735'(1.6 M) EAST SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3528 ***********************************************************************
 ED3528  DESIGNATION -  23 155 X
 ED3528  PID         -  ED3528
 ED3528  STATE/COUNTY-  SC/GREENVILLE
 ED3528  USGS QUAD   -  PARIS MOUNTAIN (1983)
 ED3528
 ED3528                         *CURRENT SURVEY CONTROL
 ED3528  ___________________________________________________________________
 ED3528* NAD 83(1986)-  34 57 30.     (N)    082 26 23.     (W)     SCALED    
 ED3528* NAVD 88     -       338.012  (meters)    1108.96   (feet)  ADJUSTED  
 ED3528  ___________________________________________________________________
 ED3528  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 ED3528  DYNAMIC HT  -         337.665 (meters)    1107.82  (feet)  COMP
 ED3528  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 ED3528
 ED3528  VERT ORDER  -  FIRST     CLASS II
 ED3528
 ED3528.The horizontal coordinates were scaled from a topographic map and have
 ED3528.an estimated accuracy of +/- 6 seconds.
 ED3528
 ED3528.The orthometric height was determined by differential leveling
 ED3528.and adjusted by the National Geodetic Survey in August 1993..
 ED3528
 ED3528.The geoid height was determined by GEOID03.
 ED3528
 ED3528.The dynamic height is computed by dividing the NAVD 88
 ED3528.geopotential number by the normal gravity value computed on the
 ED3528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3528.degrees latitude (g = 980.6199 gals.).
 ED3528
 ED3528.The modeled gravity was interpolated from observed gravity values.
 ED3528
 ED3528;                    North         East    Units  Estimated Accuracy
 ED3528;SPC SC       -   347,490.      478,100.      MT  (+/- 180 meters Scaled)
 ED3528
 ED3528                          SUPERSEDED SURVEY CONTROL
 ED3528
 ED3528  NGVD 29 (12/12/91)  338.091  (m)         1109.22   (f) ADJUSTED    1 2
 ED3528
 ED3528.Superseded values are not recommended for survey control.
 ED3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3528.See file dsdata.txt to determine how the superseded data were derived.
 ED3528
 ED3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU685693(NAD 83)
 ED3528_MARKER: DD = SURVEY DISK
 ED3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3528_SP_SET: CONCRETE POST
 ED3528_STAMPING: 23 155 X 1991
 ED3528_MARK LOGO: SCGS  
 ED3528_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3528+STABILITY: SURFACE MOTION
 ED3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3528+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3528
 ED3528  HISTORY     - Date     Condition        Report By
 ED3528  HISTORY     - 1991     MONUMENTED       SCGS
 ED3528  HISTORY     - 19961028 GOOD             SCGS
 ED3528  HISTORY     - 20000628 GOOD             SCGS
 ED3528
 ED3528                          STATION DESCRIPTION
 ED3528
 ED3528'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3528'STATION IS LOCATED IN TRAVELERS REST.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3528'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3528'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 ED3528'HIGHWAYS 276 (MAIN STREET) AND 25 (POINSETT HIGHWAY) IN TRAVELERS
 ED3528'REST, GO SOUTH ON HIGHWAY 276 FOR 0.5 MILE TO THE STATION ON THE
 ED3528'RIGHT NEAR THE WESTERN MOST ONE OF TWO STONE AND WOOD PILLARS MARKING
 ED3528'THE CITY LIMITS OF TRAVELERS REST.  STATION IS A CONCRETE POST FLUSH
 ED3528'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 39.0 FEET NORTH OF THE
 ED3528'NORTHEAST CORNER OF THE STONE PILLAR, 30.4 FEET WEST OF THE CENTER OF
 ED3528'THE HIGHWAY, 2.9 FEET EAST OF THE EAST RAIL OF AN ABANDONED RAILROAD
 ED3528'TRACK, 17.5 FEET WEST OF THE WEST EDGE OF THE CURB OF THE HIGHWAY,
 ED3528'3.2 FEET EAST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3528
 ED3528                          STATION RECOVERY (1996)
 ED3528
 ED3528'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED3528'STATION IN TRAVELERS REST, 8.4 MILES (13.5 KM) NORTH OF GREENVILLE.
 ED3528'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 ED3528'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 ED3528'OF U.S. HIGHWAYS 276 (MAIN STREET) AND 25 BUSINESS (POINSETT HIGHWAY)
 ED3528'IN TRAVELERS REST, GO SOUTH ON HIGHWAY 276 FOR 0.5 MILE (0.8 KM) TO
 ED3528'THE STATION ON THE RIGHT NEAR THE WESTERN MOST ONE OF TWO STONE AND
 ED3528'WOOD PILLARS MARKING THE CITY LIMITS OF TRAVELERS REST.  STATION IS A
 ED3528'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 ED3528'HIGHWAY, 3.0 FEET (0.9 M) WEST OF THE WEST EDGE OF CURB, 10.8 FEET
 ED3528'(3.3 M) SOUTH OF A MANHOLE COVER, 30.5 FEET (9.3 M) WEST OF THE CENTER
 ED3528'OF THE HIGHWAY, 39.0 FEET (11.9 M) NORTH OF THE NORTHEAST CORNER OF
 ED3528'THE WESTERN MOST OF TWO STONE PILLARS, 5.0 FEET (1.5 M) EAST OF A
 ED3528'WITNESS POST. RECOVERED BY L.A. OWENS.
 ED3528
 ED3528                          STATION RECOVERY (2000)
 ED3528
 ED3528'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3528'STATION IS LOCATED 0.6 MILE (1.0 KM) SOUTH OF TRAVELERS REST, 7.8
 ED3528'MILES (12.6 KM) NORTH NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED3528'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3528'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 ED3528'276 (MAIN STREET) AND 25 BUSINESS (POINSETT HIGHWAY) IN TRAVELERS
 ED3528'REST, GO SOUTH ON HIGHWAY 276 FOR 0.05 MILE (0.08 KM) TO THE STATION
 ED3528'ON THE RIGHT NEAR A BRICK PILLAR LABELED TRAVELERS REST AND AT THE
 ED3528'CITY LIMIT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 ED3528'FOOT (15.2 CM) ABOVE THE HIGHWAY, 30.8 FEET (9.4 M) WEST OF THE CENTER
 ED3528'OF THE HIGHWAY, 10.7 FEET (3.3 M) SOUTH OF THE CENTER OF A BELL
 ED3528'SYSTEMS MANHOLE COVER, 19.3 FEET (5.9 M) EAST OF THE EAST RAIL OF A
 ED3528'SET OF RAILROAD TRACKS, 38.9 FEET (11.9 M) NORTH OF THE NORTHEAST
 ED3528'CORNER OF A BRICK PILLAR, 5.0 FEET (1.5 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3558 ***********************************************************************
 ED3558  DESIGNATION -  23 156
 ED3558  PID         -  ED3558
 ED3558  STATE/COUNTY-  SC/GREENVILLE
 ED3558  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3558
 ED3558                         *CURRENT SURVEY CONTROL
 ED3558  ___________________________________________________________________
 ED3558* NAD 83(2001)-  34 40 02.89229(N)    082 14 47.17079(W)     ADJUSTED  
 ED3558* NAVD 88     -       256.299  (meters)     840.87   (feet)  ADJUSTED  
 ED3558  ___________________________________________________________________
 ED3558  X           -     708,518.089 (meters)                     COMP
 ED3558  Y           -  -5,203,670.212 (meters)                     COMP
 ED3558  Z           -   3,607,715.335 (meters)                     COMP
 ED3558  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 ED3558  ELLIP HEIGHT-         225.41  (meters)          (03/13/03) GPS OBS
 ED3558  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 ED3558  DYNAMIC HT  -         256.040 (meters)     840.02  (feet)  COMP
 ED3558  MODELED GRAV-     979,617.0   (mgal)                       NAVD 88
 ED3558
 ED3558  HORZ ORDER  -  FIRST
 ED3558  VERT ORDER  -  FIRST     CLASS II
 ED3558  ELLP ORDER  -  FOURTH    CLASS II
 ED3558
 ED3558.The horizontal coordinates were established by GPS observations
 ED3558.and adjusted by the National Geodetic Survey in March 2003..
 ED3558
 ED3558.The orthometric height was determined by differential leveling
 ED3558.and adjusted by the National Geodetic Survey in August 1993..
 ED3558
 ED3558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3558
 ED3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3558
 ED3558.The ellipsoidal height was determined by GPS observations
 ED3558.and is referenced to NAD 83.
 ED3558
 ED3558.The geoid height was determined by GEOID03.
 ED3558
 ED3558.The dynamic height is computed by dividing the NAVD 88
 ED3558.geopotential number by the normal gravity value computed on the
 ED3558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3558.degrees latitude (g = 980.6199 gals.).
 ED3558
 ED3558.The modeled gravity was interpolated from observed gravity values.
 ED3558
 ED3558;                    North         East     Units Scale Factor Converg.
 ED3558;SPC SC       -   314,995.415   495,365.733   MT  0.99994528   -0 41 27.7
 ED3558;SPC SC       - 1,033,449.52  1,625,215.66   iFT  0.99994528   -0 41 27.7
 ED3558;UTM  17      - 3,836,874.408   385,799.203   MT  0.99976075   -0 42 32.6
 ED3558
 ED3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3558!SPC SC       -   0.99996462  x   0.99994528  =   0.99990990
 ED3558!UTM  17      -   0.99996462  x   0.99976075  =   0.99972538
 ED3558
 ED3558:                Primary Azimuth Mark                     Grid Az
 ED3558:SPC SC       -  GC016                                    048 35 21.1
 ED3558:UTM  17      -  GC016                                    048 36 26.0
 ED3558
 ED3558|---------------------------------------------------------------------|
 ED3558| PID    Reference Object                     Distance      Geod. Az  |
 ED3558|                                                           dddmmss.s |
 ED3558| DG8779 GC016                               463.866 METERS 0475353.4 |
 ED3558|---------------------------------------------------------------------|
 ED3558
 ED3558                          SUPERSEDED SURVEY CONTROL
 ED3558
 ED3558  NAD 83(1995)-  34 40 02.89160(N)    082 14 47.17043(W) AD(       ) 1
 ED3558  NAD 83(1986)-  34 40 02.90247(N)    082 14 47.17075(W) AD(       ) 1
 ED3558  ELLIP H (04/18/02)  225.45   (m)                       GP(       ) 4 1
 ED3558  NAVD 88 (04/18/02)  256.30   (m)          840.9    (f) LEVELING    3  
 ED3558  NGVD 29 (12/12/91)  256.390  (m)          841.17   (f) ADJUSTED    1 2
 ED3558
 ED3558.Superseded values are not recommended for survey control.
 ED3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3558.See file dsdata.txt to determine how the superseded data were derived.
 ED3558
 ED3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8579936874(NAD 83)
 ED3558_MARKER: DD = SURVEY DISK
 ED3558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3558_SP_SET: CONCRETE POST
 ED3558_STAMPING: 23 156 1991
 ED3558_MARK LOGO: SCGS  
 ED3558_PROJECTION: FLUSH
 ED3558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3558+STABILITY: SURFACE MOTION
 ED3558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3558+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ED3558
 ED3558  HISTORY     - Date     Condition        Report By
 ED3558  HISTORY     - 1991     MONUMENTED       SCGS
 ED3558  HISTORY     - 20000717 GOOD             SCGS
 ED3558  HISTORY     - 20040819 GOOD             WOOLPT
 ED3558
 ED3558                          STATION DESCRIPTION
 ED3558
 ED3558'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3558'STATION IS 3.25 MILES SOUTHWEST OF FOUNTAIN INN.  OWNERSHIP--SCDHPT,
 ED3558'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3558'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3558'STATE HIGHWAY 418 AND INTERSTATE 385, 0.9 MILE SOUTH OF FOUNTAIN INN,
 ED3558'GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0 MILE TO THE JUNCTION OF
 ED3558'STATE ROAD 543 (GREENPOND ROAD LEFT, FAIRVIEW STREET EXTENSION RIGHT)
 ED3558', CONTINUE ON HIGHWAY 418 FOR 1.7 MILES TO A CROSSROAD (JENKINS
 ED3558'BRIDGE ROAD) AND THE STATION IN THE SOUTHEAST ANGLE.  STATION IS A
 ED3558'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 38.2
 ED3558'FEET SOUTH OF A POWER POLE WITH A GUY WIRE, TRANSFORMER AND TWO CABLE
 ED3558'BOXES ATTACHED, 46.9 FEET NORTHEAST OF THE CENTER OF THE ROAD, 68.5
 ED3558'FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 31.6 FEET SOUTH
 ED3558'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD FOR SEVERAL METAL
 ED3558'TELEPHONE JUNCTION BOXES, 125.4 FEET NORTH NORTHWEST OF THE WEST END
 ED3558'OF A 14-INCH CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO A NEARBY
 ED3558'PROPERTY NUMBER 239, 24.1 FEET NORTHEAST OF A WITNESS POST.
 ED3558'DESCRIBED BY T. HALL.
 ED3558
 ED3558                          STATION RECOVERY (2000)
 ED3558
 ED3558'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3558'STATION IS LOCATED 3.2 MILES (5.1 KM) WEST SOUTHWEST OF FOUNTAIN INN,
 ED3558'15.3 MILES (24.6 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED3558'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3558'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3558'STATE HIGHWAY 418 AND INTERSTATE 385 (EXIT 230) , 3.9 MILES (6.3 KM)
 ED3558'SOUTHWEST OF SIMPSONVILLE, GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0
 ED3558'MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 543 (GREEN POND ROAD) ,
 ED3558'CONTINUE ON HIGHWAY 418 FOR 1.7 MILES (2.7 KM) TO THE STATION ON THE
 ED3558'LEFT IN THE SOUTHEAST ANGLE OF A CROSSROAD (JENKINS BRIDGE ROAD) .
 ED3558'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 ED3558'ABOVE THE ROAD, 68.5 FEET (20.9 M) SOUTH SOUTHEAST OF THE CENTER OF
 ED3558'HIGHWAY 418, 47.6 FEET (14.5 M) NORTH NORTHEAST OF THE CENTER OF
 ED3558'JENKINS BRIDGE ROAD, 27.2 FEET (8.3 M) SOUTHWEST OF THE SOUTHWEST
 ED3558'CORNER OF A CONCRETE PAD FOR SEVERAL TELEPHONE JUNCTION BOXES, 38.0
 ED3558'FEET (11.6 M) SOUTH OF A POWER POLE NUMBER 92 WITH A TRANSFORMER AND
 ED3558'GUY WIRE, 1.5 FEET (0.5 M) WEST SOUTHWEST OF A WITNESS POST. RECOVERED
 ED3558'BY R.P.  MCKEOWN.
 ED3558
 ED3558                          STATION RECOVERY (2004)
 ED3558
 ED3558'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 ED3558'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3557 ***********************************************************************
 ED3557  DESIGNATION -  23 157
 ED3557  PID         -  ED3557
 ED3557  STATE/COUNTY-  SC/GREENVILLE
 ED3557  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3557
 ED3557                         *CURRENT SURVEY CONTROL
 ED3557  ___________________________________________________________________
 ED3557* NAD 83(2001)-  34 40 27.57966(N)    082 13 46.88740(W)     ADJUSTED  
 ED3557* NAVD 88     -       246.147  (meters)     807.57   (feet)  ADJUSTED  
 ED3557  ___________________________________________________________________
 ED3557  X           -     709,979.253 (meters)                     COMP
 ED3557  Y           -  -5,203,025.837 (meters)                     COMP
 ED3557  Z           -   3,608,335.239 (meters)                     COMP
 ED3557  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 ED3557  ELLIP HEIGHT-         215.25  (meters)          (03/13/03) GPS OBS
 ED3557  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 ED3557  DYNAMIC HT  -         245.897 (meters)     806.75  (feet)  COMP
 ED3557  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 ED3557
 ED3557  HORZ ORDER  -  FIRST
 ED3557  VERT ORDER  -  FIRST     CLASS II
 ED3557  ELLP ORDER  -  FOURTH    CLASS II
 ED3557
 ED3557.The horizontal coordinates were established by GPS observations
 ED3557.and adjusted by the National Geodetic Survey in March 2003..
 ED3557
 ED3557.The orthometric height was determined by differential leveling
 ED3557.and adjusted by the National Geodetic Survey in August 1993..
 ED3557
 ED3557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3557
 ED3557.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3557
 ED3557.The ellipsoidal height was determined by GPS observations
 ED3557.and is referenced to NAD 83.
 ED3557
 ED3557.The geoid height was determined by GEOID03.
 ED3557
 ED3557.The dynamic height is computed by dividing the NAVD 88
 ED3557.geopotential number by the normal gravity value computed on the
 ED3557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3557.degrees latitude (g = 980.6199 gals.).
 ED3557
 ED3557.The modeled gravity was interpolated from observed gravity values.
 ED3557
 ED3557;                    North         East     Units Scale Factor Converg.
 ED3557;SPC SC       -   315,737.681   496,909.404   MT  0.99994737   -0 40 54.3
 ED3557;SPC SC       - 1,035,884.78  1,630,280.20   iFT  0.99994737   -0 40 54.3
 ED3557;UTM  17      - 3,837,616.050   387,342.817   MT  0.99975643   -0 41 58.8
 ED3557
 ED3557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3557!SPC SC       -   0.99996621  x   0.99994737  =   0.99991358
 ED3557!UTM  17      -   0.99996621  x   0.99975643  =   0.99972265
 ED3557
 ED3557                          SUPERSEDED SURVEY CONTROL
 ED3557
 ED3557  NAD 83(1986)-  34 40 27.58989(N)    082 13 46.88738(W) AD(       ) 1
 ED3557  NAD 83(1995)-  34 40 27.57916(N)    082 13 46.88707(W) AD(       ) 1
 ED3557  ELLIP H (04/18/02)  215.28   (m)                       GP(       ) 4 1
 ED3557  NAVD 88 (04/18/02)  246.15   (m)          807.6    (f) LEVELING    3  
 ED3557  NGVD 29 (12/12/91)  246.236  (m)          807.86   (f) ADJUSTED    1 2
 ED3557
 ED3557.Superseded values are not recommended for survey control.
 ED3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3557.See file dsdata.txt to determine how the superseded data were derived.
 ED3557
 ED3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8734337616(NAD 83)
 ED3557_MARKER: DD = SURVEY DISK
 ED3557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3557_SP_SET: CONCRETE POST
 ED3557_STAMPING: 23 157 1991
 ED3557_MARK LOGO: SCGS  
 ED3557_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3557+STABILITY: SURFACE MOTION
 ED3557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3557+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 ED3557
 ED3557  HISTORY     - Date     Condition        Report By
 ED3557  HISTORY     - 1991     MONUMENTED       SCGS
 ED3557  HISTORY     - 20000717 GOOD             SCGS
 ED3557
 ED3557                          STATION DESCRIPTION
 ED3557
 ED3557'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3557'STATION IS 2.1 MILES SOUTHWEST OF FOUNTAIN INN.  OWNERSHIP--SCDHPT,
 ED3557'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3557'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3557'STATE HIGHWAY 418 AND INTERSTATE 385, 0.9 MILE SOUTH OF FOUNTAIN INN,
 ED3557'GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0 MILE TO THE JUNCTION OF
 ED3557'STATE ROAD 543 (GREENPOND ROAD LEFT, FAIRVIEW STREET EXTENSION RIGHT)
 ED3557', CONTINUE ON HIGHWAY 418 FOR 0.6 MILE TO THE JUNCTION OF HIGHWAY 651
 ED3557'AND THE STATION ON THE LEFT AT THE END OF AN ASPHALT ROAD (NOW A DEAD
 ED3557'END ROAD) NOT JUNCTIONED WITH HIGHWAYS 418 AND 651.  STATION IS A
 ED3557'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE HIGHWAY,
 ED3557'11.1 FEET SOUTHEAST OF THE EXTENDED CENTER OF THE DEAD END ROAD, 46.2
 ED3557'FEET SOUTH OF THE CENTER OF HIGHWAY 418, 107.4 FEET NORTH NORTHEAST
 ED3557'OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 140.7 FEET
 ED3557'NORTHEAST OF A POWER POLE NUMBER 15 WITH TWO GUY WIRES AND A
 ED3557'TRANSFORMER, 9.4 FEET WEST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3557
 ED3557                          STATION RECOVERY (2000)
 ED3557
 ED3557'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3557'STATION IS LOCATED 2.1 MILES (3.4 KM) WEST SOUTHWEST OF FOUNTAIN INN,
 ED3557'15.3 MILES (24.6 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT,
 ED3557'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3557'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3557'STATE HIGHWAY 418 AND INTERSTATE 385 (EXIT 230) , BLANK MILE OF BLANK,
 ED3557'GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION
 ED3557'OF STATE ROAD 543 (GREEN POND ROAD) , CONTINUE ON HIGHWAY 418 FOR 0.6
 ED3557'MILE (1.0 KM) TO THE STATION ON THE LEFT.  STATION IS A CONCRETE POST
 ED3557'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 46.5 FEET (14.2 M)
 ED3557'SOUTH OF THE CENTER OF THE HIGHWAY, 11.6 FEET (3.5 M) EAST SOUTHEAST
 ED3557'OF THE EXTENDED CENTER OF A DEAD END ROAD, 113.0 FEET (34.4 M) WEST OF
 ED3557'THE EXTENDED CENTER OF STATE ROAD 651, 140.7 FEET (42.9 M) NORTHEAST
 ED3557'OF A POWER POLE REA1 WITH A TRANSFORMER AND GUY WIRE, 105.5 FEET (32.2
 ED3557'M) NORTH NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 ED3557'ATTACHED, 9.5 FEET (2.9 M) WEST OF A WITNESS POST. RECOVERED BY R.P.
 ED3557'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3556 ***********************************************************************
 ED3556  DESIGNATION -  23 158
 ED3556  PID         -  ED3556
 ED3556  STATE/COUNTY-  SC/GREENVILLE
 ED3556  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3556
 ED3556                         *CURRENT SURVEY CONTROL
 ED3556  ___________________________________________________________________
 ED3556* NAD 83(1986)-  34 41 24.     (N)    082 12 37.     (W)     SCALED    
 ED3556* NAVD 88     -       257.101  (meters)     843.51   (feet)  ADJUSTED  
 ED3556  ___________________________________________________________________
 ED3556  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 ED3556  DYNAMIC HT  -         256.841 (meters)     842.65  (feet)  COMP
 ED3556  MODELED GRAV-     979,615.0   (mgal)                       NAVD 88
 ED3556
 ED3556  VERT ORDER  -  FIRST     CLASS II
 ED3556
 ED3556.The horizontal coordinates were scaled from a topographic map and have
 ED3556.an estimated accuracy of +/- 6 seconds.
 ED3556
 ED3556.The orthometric height was determined by differential leveling
 ED3556.and adjusted by the National Geodetic Survey in August 1993..
 ED3556
 ED3556.The geoid height was determined by GEOID03.
 ED3556
 ED3556.The dynamic height is computed by dividing the NAVD 88
 ED3556.geopotential number by the normal gravity value computed on the
 ED3556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3556.degrees latitude (g = 980.6199 gals.).
 ED3556
 ED3556.The modeled gravity was interpolated from observed gravity values.
 ED3556
 ED3556;                    North         East    Units  Estimated Accuracy
 ED3556;SPC SC       -   317,460.      498,710.      MT  (+/- 180 meters Scaled)
 ED3556
 ED3556                          SUPERSEDED SURVEY CONTROL
 ED3556
 ED3556  NGVD 29 (12/12/91)  257.189  (m)          843.79   (f) ADJUSTED    1 2
 ED3556
 ED3556.Superseded values are not recommended for survey control.
 ED3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3556.See file dsdata.txt to determine how the superseded data were derived.
 ED3556
 ED3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU891393(NAD 83)
 ED3556_MARKER: DD = SURVEY DISK
 ED3556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3556_SP_SET: CONCRETE POST
 ED3556_STAMPING: 23 158 1991
 ED3556_MARK LOGO: SCGS  
 ED3556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3556+STABILITY: SURFACE MOTION
 ED3556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3556+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 ED3556
 ED3556  HISTORY     - Date     Condition        Report By
 ED3556  HISTORY     - 1991     MONUMENTED       SCGS
 ED3556  HISTORY     - 20000717 GOOD             SCGS
 ED3556
 ED3556                          STATION DESCRIPTION
 ED3556
 ED3556'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3556'STATION IS LOCATED IN FOUNTAIN INN.  OWNERSHIP--FAIRVIEW STREET
 ED3556'BAPTIST CHURCH, 601 FAIRVIEW STREET, FOUNTAIN INN, SC 29644,
 ED3556'PASTOR-TIM PIGG, PHONE 803-862-2745 AT HOME, 803-862-6678 AT THE
 ED3556'CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 418
 ED3556'(JONES STREET) AND 14 (MAIN STREET) IN FOUNTAIN INN, GO NORTHWEST ON
 ED3556'HIGHWAY 14 FOR 0.15 MILE TO THE JUNCTION OF STATE ROAD 288 (FAIRVIEW
 ED3556'STREET), TURN LEFT ON ROAD 288 FOR 0.45 MILE TO THE JUNCTION OF STATE
 ED3556'ROAD 213 (CRAIG STREET), CONTINUE ON ROAD 288 FOR 0.2 MILE TO THE
 ED3556'STATION ON THE LEFT IN AN OPEN AREA OF THE FAIRVIEW STREET BAPTIST
 ED3556'CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 78.5 FEET
 ED3556'SOUTH OF THE CENTER OF THE ROAD, 84.9 FEET WEST SOUTHWEST OF A POWER
 ED3556'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 131.9 FEET NORTHEAST OF A
 ED3556'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 225.3 FEET WEST
 ED3556'NORTHWEST OF THE NORTHWEST CORNER OF THE MAIN WORSHIP HALL OF THE
 ED3556'CHURCH BUILDING, 189.5 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER
 ED3556'OF THE CLASSROOM WING OF THE CHURCH BUILDING.  DESCRIBED BY T. HALL.
 ED3556
 ED3556                          STATION RECOVERY (2000)
 ED3556
 ED3556'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3556'STATION IS LOCATED 0.8 MILE (1.3 KM) WEST OF FOUNTAIN INN, 15.4 MILES
 ED3556'(24.8 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--FAIRVIEW BAPTIST
 ED3556'CHURCH, 609 FAIRVIEW STREET, FOUNTAIN INN, SC 29644, PHONE
 ED3556'864-862-6678.  TO REACH THE STATION FROM THE NORTHERN JUNCTION OF
 ED3556'STATE HIGHWAYS 418 (JONES STREET) AND 14 (MAIN STREET) IN FOUNTAIN
 ED3556'INN, GO NORTHWEST ON HIGHWAY 14 FOR 0.15 MILE (0.24 KM) TO THE
 ED3556'JUNCTION OF STATE ROAD 288 (FAIRVIEW STREET) , TURN LEFT ON ROAD 288
 ED3556'FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 213 (CRAIG
 ED3556'STREET) RIGHT, CONTINUE ON ROAD 288 FOR 0.15 MILE (0.24 KM) TO THE
 ED3556'STATION ON THE LEFT IN THE YARD OF THE FAIRVIEW STREET BAPTIST CHURCH,
 ED3556'ACROSS THE ROAD FROM THE EXTENDED CENTER OF THE ENTRANCE DRIVEWAY
 ED3556'LEADING TO THE FOUNTAIN INN ELEMENTARY SCHOOL.  STATION IS A CONCRETE
 ED3556'POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) BELOW THE ROAD, 79.6
 ED3556'FEET (24.3 M) SOUTH OF THE CENTER OF THE ROAD, 104.5 FEET (31.9 M)
 ED3556'EAST SOUTHEAST OF THE EASTERN-MOST ONE OF TWO GATE POSTS OF THE
 ED3556'DRIVEWAY LEADING TO THE CHURCH, 84.8 FEET (25.8 M) WEST SOUTHWEST OF A
 ED3556'POWER POLE WITH A REFERENCE WASHER ATTACHED, 194.3 FEET (59.2 M) NORTH
 ED3556'NORTHEAST OF POWER POLE NUMBER 627, 158.6 NORTH NORTHWEST OF THE
 ED3556'NORTHWEST CORNER OF THE CHURCH CLASSROOM WING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3554 ***********************************************************************
 ED3554  DESIGNATION -  23 159
 ED3554  PID         -  ED3554
 ED3554  STATE/COUNTY-  SC/GREENVILLE
 ED3554  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3554
 ED3554                         *CURRENT SURVEY CONTROL
 ED3554  ___________________________________________________________________
 ED3554* NAD 83(1986)-  34 41 40.     (N)    082 12 02.     (W)     SCALED    
 ED3554* NAVD 88     -       265.307  (meters)     870.43   (feet)  ADJUSTED  
 ED3554  ___________________________________________________________________
 ED3554  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED3554  DYNAMIC HT  -         265.038 (meters)     869.55  (feet)  COMP
 ED3554  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 ED3554
 ED3554  VERT ORDER  -  FIRST     CLASS II
 ED3554
 ED3554.The horizontal coordinates were scaled from a topographic map and have
 ED3554.an estimated accuracy of +/- 6 seconds.
 ED3554
 ED3554.The orthometric height was determined by differential leveling
 ED3554.and adjusted by the National Geodetic Survey in August 1993..
 ED3554
 ED3554.The geoid height was determined by GEOID03.
 ED3554
 ED3554.The dynamic height is computed by dividing the NAVD 88
 ED3554.geopotential number by the normal gravity value computed on the
 ED3554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3554.degrees latitude (g = 980.6199 gals.).
 ED3554
 ED3554.The modeled gravity was interpolated from observed gravity values.
 ED3554
 ED3554;                    North         East    Units  Estimated Accuracy
 ED3554;SPC SC       -   317,940.      499,610.      MT  (+/- 180 meters Scaled)
 ED3554
 ED3554                          SUPERSEDED SURVEY CONTROL
 ED3554
 ED3554  NGVD 29 (12/12/91)  265.394  (m)          870.71   (f) ADJUSTED    1 2
 ED3554
 ED3554.Superseded values are not recommended for survey control.
 ED3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3554.See file dsdata.txt to determine how the superseded data were derived.
 ED3554
 ED3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU900398(NAD 83)
 ED3554_MARKER: DD = SURVEY DISK
 ED3554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3554_SP_SET: CONCRETE POST
 ED3554_STAMPING: 23 159 1991
 ED3554_MARK LOGO: SCGS  
 ED3554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3554+STABILITY: SURFACE MOTION
 ED3554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3554+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 ED3554
 ED3554  HISTORY     - Date     Condition        Report By
 ED3554  HISTORY     - 1991     MONUMENTED       SCGS
 ED3554  HISTORY     - 20000717 GOOD             SCGS
 ED3554  HISTORY     - 20050621 GOOD             NEWBY
 ED3554
 ED3554                          STATION DESCRIPTION
 ED3554
 ED3554'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3554'STATION IS LOCATED IN FOUNTAIN INN.  OWNERSHIP--CITY HALL, CITY OF
 ED3554'FOUNTAIN INN.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3554'HIGHWAYS 418 (JONES STREET) AND 14 (MAIN STREET) IN FOUNTAIN INN, GO
 ED3554'NORTHWEST ON HIGHWAY 14 FOR 0.15 MILE TO THE JUNCTION OF STATE ROAD
 ED3554'288 (FAIRVIEW STREET) AND THE STATION IN THE NORTH ANGLE IN THE YARD
 ED3554'OF THE CITY HALL.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3554'AND LEVEL WITH THE ROAD, 11.9 FEET NORTH NORTHEAST OF THE NORTH
 ED3554'CORNER OF A BRICK CORNER COLUMN OF A WALL ON THE NORTHEAST SIDE OF
 ED3554'MAIN STREET, 14.2 FEET NORTH NORTHEAST OF A FIRE HYDRANT, 9.6 FEET
 ED3554'NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, 47.7 FEET SOUTH
 ED3554'SOUTHWEST OF A 6-INCH CREPE MYRTLE TREE, 74.3 FEET SOUTH OF THE SOUTH
 ED3554'CORNER OF A SMALL MARBLE MONUMENT TO EVE-THE FIRST WOMAN, 9.8 FEET
 ED3554'NORTH OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3554
 ED3554                          STATION RECOVERY (2000)
 ED3554
 ED3554'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3554'STATION IS LOCATED IN FOUNTAIN INN, 15.5 MILES (24.9 KM) SOUTHEAST OF
 ED3554'GREENVILLE.  OWNERSHIP--CITY OF FOUNTAIN INN, 200 NORTH MAIN STREET,
 ED3554'FOUNTAIN INN, SC 29644, PHONE 864-862-4421.  TO REACH THE STATION FROM
 ED3554'THE SOUTHERN JUNCTION OF STATE HIGHWAYS 418 (JONES STREET) AND 14
 ED3554'(MAIN STREET) IN FOUNTAIN INN, GO NORTHWEST ON HIGHWAY 14 FOR 0.15
 ED3554'MILE (0.24 KM) TO THE STATION ON THE RIGHT IN THE YARD OF CITY HALL IN
 ED3554'THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD 288.  STATION IS A
 ED3554'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 14.2
 ED3554'FEET (4.3 M) NORTH NORTHEAST OF A FIRE HYDRANT, 9.9 FEET (3.0 M)
 ED3554'NORTHEAST OF A TELEPHONE JUNCTION BOX, 9.7 FEET (3.0 M) NORTH
 ED3554'NORTHWEST OF THE NORTHWEST EDGE OF THE FAIRVIEW STREET SIDEWALK, 72.3
 ED3554'FEET (22.0 M) SOUTH OF THE SOUTH CORNER OF THE BASE OF A MARBLE
 ED3554'OBELISK IN MEMORY TO EVE, 53.8 FEET (16.4 M) WEST SOUTHWEST OF THE
 ED3554'SOUTHWEST EDGE OF THE SIDEWALK LEADING TO A FOUNTAIN, 9.6 FEET (2.9 M)
 ED3554'NORTH OF A WITNESS POST.  RECOVERED BY R.P.  MCKEOWN.
 ED3554
 ED3554                          STATION RECOVERY (2005)
 ED3554
 ED3554'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED3554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3553 ***********************************************************************
 ED3553  DESIGNATION -  23 160
 ED3553  PID         -  ED3553
 ED3553  STATE/COUNTY-  SC/GREENVILLE
 ED3553  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3553
 ED3553                         *CURRENT SURVEY CONTROL
 ED3553  ___________________________________________________________________
 ED3553* NAD 83(2001)-  34 41 51.84592(N)    082 12 26.88417(W)     ADJUSTED  
 ED3553* NAVD 88     -       266.743  (meters)     875.14   (feet)  ADJUSTED  
 ED3553  ___________________________________________________________________
 ED3553  X           -     711,799.202 (meters)                     COMP
 ED3553  Y           -  -5,201,302.669 (meters)                     COMP
 ED3553  Z           -   3,610,482.207 (meters)                     COMP
 ED3553  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 ED3553  ELLIP HEIGHT-         235.78  (meters)          (03/13/03) GPS OBS
 ED3553  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 ED3553  DYNAMIC HT  -         266.472 (meters)     874.25  (feet)  COMP
 ED3553  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 ED3553
 ED3553  HORZ ORDER  -  FIRST
 ED3553  VERT ORDER  -  FIRST     CLASS II
 ED3553  ELLP ORDER  -  FOURTH    CLASS II
 ED3553
 ED3553.The horizontal coordinates were established by GPS observations
 ED3553.and adjusted by the National Geodetic Survey in March 2003..
 ED3553
 ED3553.The orthometric height was determined by differential leveling
 ED3553.and adjusted by the National Geodetic Survey in August 1993..
 ED3553
 ED3553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3553
 ED3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3553
 ED3553.The ellipsoidal height was determined by GPS observations
 ED3553.and is referenced to NAD 83.
 ED3553
 ED3553.The geoid height was determined by GEOID03.
 ED3553
 ED3553.The dynamic height is computed by dividing the NAVD 88
 ED3553.geopotential number by the normal gravity value computed on the
 ED3553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3553.degrees latitude (g = 980.6199 gals.).
 ED3553
 ED3553.The modeled gravity was interpolated from observed gravity values.
 ED3553
 ED3553;                    North         East     Units Scale Factor Converg.
 ED3553;SPC SC       -   318,310.048   498,976.204   MT  0.99995463   -0 40 09.9
 ED3553;SPC SC       - 1,044,324.30  1,637,061.04   iFT  0.99995463   -0 40 09.9
 ED3553;UTM  17      - 3,840,187.261   389,410.015   MT  0.99975074   -0 41 14.7
 ED3553
 ED3553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3553!SPC SC       -   0.99996299  x   0.99995463  =   0.99991762
 ED3553!UTM  17      -   0.99996299  x   0.99975074  =   0.99971374
 ED3553
 ED3553                          SUPERSEDED SURVEY CONTROL
 ED3553
 ED3553  NAD 83(1986)-  34 41 51.85635(N)    082 12 26.88396(W) AD(       ) 1
 ED3553  NAD 83(1995)-  34 41 51.84592(N)    082 12 26.88391(W) AD(       ) 1
 ED3553  ELLIP H (04/18/02)  235.79   (m)                       GP(       ) 4 1
 ED3553  NAVD 88 (04/18/02)  266.74   (m)          875.1    (f) LEVELING    3  
 ED3553  NGVD 29 (12/12/91)  266.829  (m)          875.42   (f) ADJUSTED    1 2
 ED3553
 ED3553.Superseded values are not recommended for survey control.
 ED3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3553.See file dsdata.txt to determine how the superseded data were derived.
 ED3553
 ED3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8941040187(NAD 83)
 ED3553_MARKER: DD = SURVEY DISK
 ED3553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3553_SP_SET: CONCRETE POST
 ED3553_STAMPING: 23 160 1991
 ED3553_MARK LOGO: SCGS  
 ED3553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3553+STABILITY: SURFACE MOTION
 ED3553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3553+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 ED3553
 ED3553  HISTORY     - Date     Condition        Report By
 ED3553  HISTORY     - 1991     MONUMENTED       SCGS
 ED3553  HISTORY     - 20000718 GOOD             SCGS
 ED3553  HISTORY     - 20050621 GOOD             NEWBY
 ED3553
 ED3553                          STATION DESCRIPTION
 ED3553
 ED3553'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3553'STATION IS LOCATED IN FOUNTAIN INN.  OWNERSHIP--NATIONAL PARK
 ED3553'SERVICE, U.S. DEPARTMENT OF INTERIOR.  TO REACH THE STATION FROM THE
 ED3553'JUNCTION OF STATE HIGHWAYS 418 (JONES STREET) AND 14 (MAIN STREET) IN
 ED3553'FOUNTAIN INN, GO NORTHWEST ON HIGHWAY 14 FOR 0.6 MILE TO THE JUNCTION
 ED3553'OF STATE ROAD 181 (GEORGIA STREET), TURN LEFT ON ROAD 181 FOR 0.05
 ED3553'MILE TO THE JUNCTION OF STATE ROAD 237 AND THE STATION ON THE RIGHT
 ED3553'NEAR THE NORTHEAST CORNER OF A SWING SET IN THE GEORGIA STREET
 ED3553'NEIGHBORHOOD PARK.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3553'AND 1.0 FOOT ABOVE THE ROAD, 103.0 FEET WEST SOUTHWEST OF A 33-INCH
 ED3553'WATER OAK TREE, 51.3 FEET NORTH NORTHWEST OF THE CENTER OF ROAD 181,
 ED3553'66.5 FEET NORTHEAST OF THE CENTER OF ROAD 237, 96.2 FEET NORTHEAST OF
 ED3553'A FIRE HYDRANT, 81.6 FEET EAST SOUTHEAST OF THE NORTHEAST CORNER OF A
 ED3553'RAISED CONCRETE WELL COVER, 35.8 FEET NORTH OF THE SOUTH CORNER OF A
 ED3553'CHAIN LINK FENCE AROUND THE PARK, 31.0 FEET NORTH NORTHWEST OF A
 ED3553'WITNESS POST.  DESCRIBED BY T. HALL.
 ED3553
 ED3553                          STATION RECOVERY (2000)
 ED3553
 ED3553'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3553'STATION IS LOCATED IN FOUNTAIN INN, 15.0 MILES (24.1 KM) SOUTHEAST OF
 ED3553'GREENVILLE.  OWNERSHIP--CITY OF FOUNTAIN INN, 200 NORTH MAIN STREET,
 ED3553'FOUNTAIN INN, SC 29644, PHONE 864-862-4421.  TO REACH THE STATION FROM
 ED3553'THE NORTHERN JUNCTION OF STATE HIGHWAYS 418 (JONES STREET) AND 14
 ED3553'(MAIN STREET) IN FOUNTAIN INN, GO NORTHWEST ON HIGHWAY 14 FOR 0.6 MILE
 ED3553'(1.0 KM) TO THE JUNCTION OF STATE ROAD 181 (GEORGIA STREET) , TURN
 ED3553'LEFT ON ROAD 181 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT
 ED3553'INSIDE THE GEORGIA STREET PARK FENCE IN THE NORTH ANGLE OF THE
 ED3553'JUNCTION OF STATE ROAD 237 (GIVENS STREET) .  STATION IS A CONCRETE
 ED3553'POST FLUSH WITH THE GROUND AND LEVEL WITH THE STREET, 51.4 FEET (15.7
 ED3553'M) NORTH NORTHWEST OF THE CENTER OF GEORGIA STREET, 66.9 FEET (20.4 M)
 ED3553'NORTHEAST OF THE CENTER OF GIVENS STREET, 35.5 FEET (10.8 M) NORTH OF
 ED3553'CHAIN LINK FENCE CORNER POST, 38.7 FEET (11.8 M) SOUTH SOUTHWEST OF
 ED3553'THE SOUTHERN MOST BASKETBALL GOAL POST, 10.1 FEET (3.1 M) NORTHEAST OF
 ED3553'THE EASTERN MOST LEG OF A SWING SET, 30.9 FEET (9.4 M) NORTH NORTHWEST
 ED3553'OF A WITNESS POST.  RECOVERED BY R.P. MCKEOWN.
 ED3553
 ED3553                          STATION RECOVERY (2005)
 ED3553
 ED3553'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED3553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3549 ***********************************************************************
 ED3549  DESIGNATION -  23 163
 ED3549  PID         -  ED3549
 ED3549  STATE/COUNTY-  SC/GREENVILLE
 ED3549  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3549
 ED3549                         *CURRENT SURVEY CONTROL
 ED3549  ___________________________________________________________________
 ED3549* NAD 83(2001)-  34 42 26.72227(N)    082 13 49.07752(W)     ADJUSTED  
 ED3549* NAVD 88     -       273.820  (meters)     898.36   (feet)  ADJUSTED  
 ED3549  ___________________________________________________________________
 ED3549  X           -     709,644.569 (meters)                     COMP
 ED3549  Y           -  -5,200,985.375 (meters)                     COMP
 ED3549  Z           -   3,611,369.806 (meters)                     COMP
 ED3549  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 ED3549  ELLIP HEIGHT-         242.83  (meters)          (01/05/05) GPS OBS
 ED3549  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 ED3549  DYNAMIC HT  -         273.543 (meters)     897.45  (feet)  COMP
 ED3549  MODELED GRAV-     979,615.1   (mgal)                       NAVD 88
 ED3549
 ED3549  HORZ ORDER  -  FIRST
 ED3549  VERT ORDER  -  FIRST     CLASS II
 ED3549  ELLP ORDER  -  FOURTH    CLASS I
 ED3549
 ED3549.The horizontal coordinates were established by GPS observations
 ED3549.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 ED3549
 ED3549.The orthometric height was determined by differential leveling
 ED3549.and adjusted by the National Geodetic Survey in August 1993..
 ED3549
 ED3549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3549
 ED3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3549
 ED3549.The ellipsoidal height was determined by GPS observations
 ED3549.and is referenced to NAD 83.
 ED3549
 ED3549.The geoid height was determined by GEOID03.
 ED3549
 ED3549.The dynamic height is computed by dividing the NAVD 88
 ED3549.geopotential number by the normal gravity value computed on the
 ED3549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3549.degrees latitude (g = 980.6199 gals.).
 ED3549
 ED3549.The modeled gravity was interpolated from observed gravity values.
 ED3549
 ED3549;                    North         East     Units Scale Factor Converg.
 ED3549;SPC SC       -   319,409.320   496,897.358   MT  0.99995768   -0 40 55.5
 ED3549;SPC SC       - 1,047,930.84  1,630,240.68   iFT  0.99995768   -0 40 55.5
 ED3549;UTM  17      - 3,841,286.973   387,331.940   MT  0.99975646   -0 42 02.1
 ED3549
 ED3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3549!SPC SC       -   0.99996188  x   0.99995768  =   0.99991957
 ED3549!UTM  17      -   0.99996188  x   0.99975646  =   0.99971835
 ED3549
 ED3549                          SUPERSEDED SURVEY CONTROL
 ED3549
 ED3549  NAVD 88 (01/05/05)  273.82   (m)          898.4    (f) LEVELING    3  
 ED3549  NGVD 29 (12/12/91)  273.906  (m)          898.64   (f) ADJUSTED    1 2
 ED3549
 ED3549.Superseded values are not recommended for survey control.
 ED3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3549.See file dsdata.txt to determine how the superseded data were derived.
 ED3549
 ED3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8733241287(NAD 83)
 ED3549_MARKER: DD = SURVEY DISK
 ED3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3549_SP_SET: CONCRETE POST
 ED3549_STAMPING: 23 163 1991
 ED3549_MARK LOGO: SCGS  
 ED3549_PROJECTION: FLUSH
 ED3549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3549+STABILITY: SURFACE MOTION
 ED3549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3549+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ED3549
 ED3549  HISTORY     - Date     Condition        Report By
 ED3549  HISTORY     - 1991     MONUMENTED       SCGS
 ED3549  HISTORY     - 20000719 GOOD             SCGS
 ED3549  HISTORY     - 20040819 GOOD             WOOLPT
 ED3549
 ED3549                          STATION DESCRIPTION
 ED3549
 ED3549'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3549'STATION IS LOCATED 2.1 MILES NORTHWEST OF FOUNTAIN INN.
 ED3549'OWNERSHIP--SCDHPT, 1310 NORTH MAIN, FOUNTAIN INN, SC 29644, PHONE
 ED3549'803-967-4848.  CONTACT-LEE TURNER.  TO REACH THE STATION FROM THE
 ED3549'JUNCTION OF STATE HIGHWAYS 418 (JONES STREET) AND 14 (MAIN STREET) IN
 ED3549'FOUNTAIN INN, GO NORTHWEST ON HIGHWAY 14 FOR 1.2 MILES TO THE
 ED3549'JUNCTION OF STATE ROAD 160 (HOWARD STREET), CONTINUE ON HIGHWAY 14
 ED3549'FOR 0.95 MILE TO THE SECOND ENTRANCE TO THE SOUTH CAROLINA DEPARTMENT
 ED3549'OF HIGHWAYS AND PUBLIC TRANSPORTATION VEHICLE AND DRIVER SERVICES
 ED3549'BUILDING, TURN RIGHT TO THE STATION IN A PLANTED MEDIAN IN THE
 ED3549'PARKING LOT, 0.05 MILE SOUTHEAST OF THE FOUNTAIN INN CITY LIMITS.
 ED3549'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3549'SIDEWALK, 4.45 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CURBING OF
 ED3549'THE MEDIAN, 38.5 FEET WEST OF THE WEST CORNER OF THE BUILDING, 15.6
 ED3549'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK LEADING TO THE
 ED3549'FRONT DOORS, 5.1 FEET NORTHWEST OF THE NORTHWEST EDGE OF CURBING AT A
 ED3549'HANDICAPPED PARKING SPACE, 35.2 FEET NORTHEAST OF THE EAST CORNER OF
 ED3549'A RAISED CONCRETE DRAIN, 4.7 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 ED3549'THE CURBING OF THE MEDIAN.  DESCRIBED BY T. HALL.
 ED3549
 ED3549                          STATION RECOVERY (2000)
 ED3549
 ED3549'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3549'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTHWEST OF FOUNTAIN INN, 13.7
 ED3549'MILES (22.0 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCMVS, SOUTH
 ED3549'CAROLINA MOTOR VEHICLE AND DRIVER SERVICES, 1310 NORTH MAIN STREET,
 ED3549'FOUNTAIN INN, SC 29644, PHONE 864-967-4013.  TO REACH THE STATION FROM
 ED3549'THE SOUTHERN JUNCTION OF STATE HIGHWAYS 418 (JONES STREET) AND 14
 ED3549'(MAIN STREET) IN FOUNTAIN INN, GO NORTHWEST ON HIGHWAY 14 FOR 1.2
 ED3549'MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 160 (HOWARD DRIVE) ,
 ED3549'CONTINUE ON HIGHWAY 14 FOR 0.95 MILE (1.53 KM) TO THE STATION ON THE
 ED3549'RIGHT IN A PLANTED MEDIAN NEAR THE WEST CORNER OF THE BRICK SCMVS
 ED3549'BUILDING.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 ED3549'FOOT (15.2 CM) ABOVE THE HIGHWAY, 36.8 FEET (11.2 M) NORTHEAST OF THE
 ED3549'CENTER OF A MANHOLE COVER SET INTO A CONCRETE SLAB, 38.5 FEET (11.7 M)
 ED3549'WEST OF THE WEST CORNER OF THE SCMVS BUILDING, 51.8 FEET (15.8 M)
 ED3549'SOUTHWEST OF THE CENTER OF A MANHOLE COVER SET INTO A SIDEWALK, 41.8
 ED3549'FEET (12.7 M) WEST NORTHWEST OF THE WESTERNMOST ONE OF TWO SECURITY
 ED3549'LIGHT POLES, 5.4 FEET (1.6 M) NORTHWEST OF THE OUTSIDE NORTHWEST CURB
 ED3549'OF THE HANDICAPPED PARKING SPACE.  RECOVERED BY R.P. MCKEOWN.
 ED3549
 ED3549                          STATION RECOVERY (2004)
 ED3549
 ED3549'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 ED3549'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3548 ***********************************************************************
 ED3548  DESIGNATION -  23 164
 ED3548  PID         -  ED3548
 ED3548  STATE/COUNTY-  SC/GREENVILLE
 ED3548  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3548
 ED3548                         *CURRENT SURVEY CONTROL
 ED3548  ___________________________________________________________________
 ED3548* NAD 83(1986)-  34 43 02.     (N)    082 14 41.     (W)     SCALED    
 ED3548* NAVD 88     -       268.147  (meters)     879.75   (feet)  ADJUSTED  
 ED3548  ___________________________________________________________________
 ED3548  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED3548  DYNAMIC HT  -         267.875 (meters)     878.85  (feet)  COMP
 ED3548  MODELED GRAV-     979,615.1   (mgal)                       NAVD 88
 ED3548
 ED3548  VERT ORDER  -  FIRST     CLASS II
 ED3548
 ED3548.The horizontal coordinates were scaled from a topographic map and have
 ED3548.an estimated accuracy of +/- 6 seconds.
 ED3548
 ED3548.The orthometric height was determined by differential leveling
 ED3548.and adjusted by the National Geodetic Survey in August 1993..
 ED3548
 ED3548.The geoid height was determined by GEOID03.
 ED3548
 ED3548.The dynamic height is computed by dividing the NAVD 88
 ED3548.geopotential number by the normal gravity value computed on the
 ED3548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3548.degrees latitude (g = 980.6199 gals.).
 ED3548
 ED3548.The modeled gravity was interpolated from observed gravity values.
 ED3548
 ED3548;                    North         East    Units  Estimated Accuracy
 ED3548;SPC SC       -   320,510.      495,590.      MT  (+/- 180 meters Scaled)
 ED3548
 ED3548                          SUPERSEDED SURVEY CONTROL
 ED3548
 ED3548  NGVD 29 (12/12/91)  268.231  (m)          880.02   (f) ADJUSTED    1 2
 ED3548
 ED3548.Superseded values are not recommended for survey control.
 ED3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3548.See file dsdata.txt to determine how the superseded data were derived.
 ED3548
 ED3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU860423(NAD 83)
 ED3548_MARKER: DD = SURVEY DISK
 ED3548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3548_SP_SET: CONCRETE POST
 ED3548_STAMPING: 23 164 1991
 ED3548_MARK LOGO: SCGS  
 ED3548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3548+STABILITY: SURFACE MOTION
 ED3548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3548+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED3548
 ED3548  HISTORY     - Date     Condition        Report By
 ED3548  HISTORY     - 1991     MONUMENTED       SCGS
 ED3548  HISTORY     - 20000719 GOOD             SCGS
 ED3548
 ED3548                          STATION DESCRIPTION
 ED3548
 ED3548'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3548'STATION IS LOCATED 1.5 MILES SOUTHEAST OF SIMPSONVILLE, 3.2 MILES
 ED3548'NORTHWEST OF FOUNTAIN INN.  OWNERSHIP--HART GRAPHICS INCORPORATED,
 ED3548'800 SOUTHEAST MAIN STREET, SIMPSONVILLE, SC 29681, ATTENTION-MR.
 ED3548'CARTER, PHONE 803-967-7821.  TO REACH THE STATION FROM THE JUNCTION
 ED3548'OF STATE HIGHWAYS 14 (MAIN STREET) AND 417 (CURTIS STREET) IN
 ED3548'SIMPSONVILLE, GO SOUTH ON HIGHWAY 14 FOR 1.35 MILES TO THE JUNCTION
 ED3548'OF STATE ROAD 1098, CONTINUE ON HIGHWAY 14 FOR 0.3 MILE TO THE
 ED3548'ENTRANCE DRIVEWAY RIGHT TO HART GRAPHICS INCORPORATED AND THE STATION
 ED3548'IN A GRASSY AREA BEHIND THE RAILROAD TRACKS IN THE SOUTHWEST ANGLE OF
 ED3548'THE DRIVEWAY.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3548'1.0 FOOT ABOVE THE HIGHWAY, 110.8 FEET SOUTH SOUTHWEST OF THE CENTER
 ED3548'OF THE HIGHWAY, 31.8 FEET SOUTH SOUTHWEST OF THE SOUTH RAIL OF THE
 ED3548'MAIN RAILROAD TRACKS, 94.0 FEET WEST NORTHWEST OF THE CENTER OF THE
 ED3548'DRIVEWAY LEADING TO HART GRAPHICS, 58.5 FEET EAST SOUTHEAST OF THE
 ED3548'CENTER OF THE EXIT DRIVEWAY FROM HILLCREST HIGH SCHOOL, 81.7 FEET
 ED3548'NORTH NORTHEAST OF THE NORTH CORNER OF A CONCRETE BLOCK MAINTENANCE
 ED3548'BUILDING, 20.6 FEET NORTH NORTHEAST OF A WITNESS POST.  DESCRIBED BY
 ED3548'T. HALL.
 ED3548
 ED3548                          STATION RECOVERY (2000)
 ED3548
 ED3548'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3548'STATION IS LOCATED 3.4 MILES (5.5 KM) NORTHWEST OF FOUNTAIN INN, 12.6
 ED3548'MILES (20.3 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--RAILROAD RIGHT OF
 ED3548'WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 ED3548'(MAIN STREET) AND 417 (CURTIS STREET) IN SIMPSONVILLE, GO SOUTHEAST ON
 ED3548'HIGHWAY 14 FOR 1.65 MILES (2.66 KM) TO THE STATION ON THE RIGHT IN THE
 ED3548'SOUTHEAST ANGLE OF AN ENTRANCE DRIVEWAY TO BRYSON MIDDLE SCHOOL AND
 ED3548'HILLCREST HIGH SCHOOL.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3548'GROUND AND LEVEL WITH THE HIGHWAY, 60.3 FEET (18.4 M) EAST SOUTHEAST
 ED3548'OF THE CENTER OF THE ENTRANCE DRIVEWAY TO THE SCHOOL, 31.7 FEET (9.7
 ED3548'M) SOUTH SOUTHWEST OF THE WEST RAIL OF THE MAIN RAILROAD TRACKS, 43.5
 ED3548'FEET (13.3 M) SOUTHEAST OF A RAILROAD SIGNAL SWITCH, 70.5 FEET (21.5
 ED3548'M) NORTH OF A FIRE HYDRANT, 77.8 FEET (23.7 M) SOUTHWEST OF POWER POLE
 ED3548'NUMBER 11/48, 20.4 FEET (6.2 M) NORTH NORTHEAST OF A WITNESS POST.
 ED3548'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3547 ***********************************************************************
 ED3547  DESIGNATION -  23 165
 ED3547  PID         -  ED3547
 ED3547  STATE/COUNTY-  SC/GREENVILLE
 ED3547  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3547
 ED3547                         *CURRENT SURVEY CONTROL
 ED3547  ___________________________________________________________________
 ED3547* NAD 83(1986)-  34 43 20.     (N)    082 15 11.     (W)     SCALED    
 ED3547* NAVD 88     -       271.031  (meters)     889.21   (feet)  ADJUSTED  
 ED3547  ___________________________________________________________________
 ED3547  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED3547  DYNAMIC HT  -         270.757 (meters)     888.31  (feet)  COMP
 ED3547  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 ED3547
 ED3547  VERT ORDER  -  FIRST     CLASS II
 ED3547
 ED3547.The horizontal coordinates were scaled from a topographic map and have
 ED3547.an estimated accuracy of +/- 6 seconds.
 ED3547
 ED3547.The orthometric height was determined by differential leveling
 ED3547.and adjusted by the National Geodetic Survey in August 1993..
 ED3547
 ED3547.The geoid height was determined by GEOID03.
 ED3547
 ED3547.The dynamic height is computed by dividing the NAVD 88
 ED3547.geopotential number by the normal gravity value computed on the
 ED3547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3547.degrees latitude (g = 980.6199 gals.).
 ED3547
 ED3547.The modeled gravity was interpolated from observed gravity values.
 ED3547
 ED3547;                    North         East    Units  Estimated Accuracy
 ED3547;SPC SC       -   321,080.      494,830.      MT  (+/- 180 meters Scaled)
 ED3547
 ED3547                          SUPERSEDED SURVEY CONTROL
 ED3547
 ED3547  NGVD 29 (12/12/91)  271.115  (m)          889.48   (f) ADJUSTED    1 2
 ED3547
 ED3547.Superseded values are not recommended for survey control.
 ED3547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3547.See file dsdata.txt to determine how the superseded data were derived.
 ED3547
 ED3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU852429(NAD 83)
 ED3547_MARKER: DD = SURVEY DISK
 ED3547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3547_SP_SET: CONCRETE POST
 ED3547_STAMPING: 23 165 1991
 ED3547_MARK LOGO: SCGS  
 ED3547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3547+STABILITY: SURFACE MOTION
 ED3547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3547+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED3547
 ED3547  HISTORY     - Date     Condition        Report By
 ED3547  HISTORY     - 1991     MONUMENTED       SCGS
 ED3547  HISTORY     - 20000719 GOOD             SCGS
 ED3547
 ED3547                          STATION DESCRIPTION
 ED3547
 ED3547'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3547'STATION IS LOCATED 1.1 MILES SOUTHEAST OF SIMPSONVILLE.
 ED3547'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3547'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3547'THE JUNCTION OF STATE HIGHWAYS 14 (MAIN STREET) AND 417 (CURTIS
 ED3547'STREET) IN SIMPSONVILLE, GO SOUTH ON HIGHWAY 14 FOR 1.05 MILES TO THE
 ED3547'JUNCTION OF PLAINS DRIVE RIGHT, CONTINUE ON HIGHWAY 14 FOR 0.05 MILE
 ED3547'TO AN ENTRANCE ROAD LEFT (POWDERHORN ROAD)TO THE POWDERHORN COMMUNITY
 ED3547'AND THE STATION IN A GRASSY MEDIAN BETWEEN THE ENTRANCE AND EXIT
 ED3547'LANES.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 ED3547'WITH THE ROAD, 81.4 FEET EAST NORTHEAST OF THE CENTER OF THE HIGHWAY,
 ED3547'1.8 FEET EAST NORTHEAST OF THE EAST EDGE OF THE CURB OF THE MEDIAN,
 ED3547'23.3 FEET NORTH NORTHWEST OF THE CENTER OF THE ENTRANCE LANE OF THE
 ED3547'DRIVEWAY, 8.6 FEET WEST OF THE FACE OF A WOODEN SIGN (POWDERHORN),
 ED3547'40.3 FEET SOUTH OF A FIRE HYDRANT, 11.2 FEET WEST NORTHWEST OF A
 ED3547'WITNESS POST.  DESCRIBED BY T. HALL.
 ED3547
 ED3547                          STATION RECOVERY (2000)
 ED3547
 ED3547'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3547'STATION IS LOCATED 4.0 MILES (6.4 KM) NORTHWEST OF FOUNTAIN INN, 12.0
 ED3547'MILES (19.3 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED3547'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3547'803-737-3501.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3547'HIGHWAYS 14 (MAIN STREET) AND 417 (CURTIS STREET) IN SIMPSONVILLE, GO
 ED3547'SOUTHEAST ON HIGHWAY 14 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF
 ED3547'PLAINS DRIVE RIGHT, CONTINUE ON HIGHWAY 14 FOR 0.05 MILE (0.08 KM) TO
 ED3547'THE STATION IN A MEDIAN IN THE ENTRANCE TO THE POWDERHORN COMMUNITY.
 ED3547'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 ED3547'CM) ABOVE THE HIGHWAY, 66.7 FEET (20.3 M) EAST NORTHEAST OF THE CENTER
 ED3547'OF THE NORTHBOUND LANES OF THE HIGHWAY, 11.1 FEET (3.4 M) SOUTHWEST OF
 ED3547'THE NORTH CORNER OF THE POWDERHORN COMMUNITY SIGN, 40.4 FEET (12.3 M)
 ED3547'SOUTH OF A FIRE HYDRANT, 43.0 FEET (13.1 M) SOUTH OF A SECURITY LIGHT
 ED3547'POLE, 84.9 FEET (25.9 M) NORTH OF A POWER POLE WITH A SECURITY LIGHT
 ED3547'ATTACHED, 0.5 FOOT (15.2 CM) WEST SOUTHWEST OF A WITNESS POST.
 ED3547'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3546 ***********************************************************************
 ED3546  DESIGNATION -  23 166
 ED3546  PID         -  ED3546
 ED3546  STATE/COUNTY-  SC/GREENVILLE
 ED3546  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3546
 ED3546                         *CURRENT SURVEY CONTROL
 ED3546  ___________________________________________________________________
 ED3546* NAD 83(2001)-  34 43 49.05423(N)    082 15 16.09789(W)     ADJUSTED  
 ED3546* NAVD 88     -       265.036  (meters)     869.54   (feet)  ADJUSTED  
 ED3546  ___________________________________________________________________
 ED3546  X           -     707,254.547 (meters)                     COMP
 ED3546  Y           -  -5,199,845.247 (meters)                     COMP
 ED3546  Z           -   3,613,450.240 (meters)                     COMP
 ED3546  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 ED3546  ELLIP HEIGHT-         234.01  (meters)          (03/13/03) GPS OBS
 ED3546  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 ED3546  DYNAMIC HT  -         264.767 (meters)     868.66  (feet)  COMP
 ED3546  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 ED3546
 ED3546  HORZ ORDER  -  FIRST
 ED3546  VERT ORDER  -  FIRST     CLASS II
 ED3546  ELLP ORDER  -  FOURTH    CLASS II
 ED3546
 ED3546.The horizontal coordinates were established by GPS observations
 ED3546.and adjusted by the National Geodetic Survey in March 2003..
 ED3546
 ED3546.The orthometric height was determined by differential leveling
 ED3546.and adjusted by the National Geodetic Survey in August 1993..
 ED3546
 ED3546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3546
 ED3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3546
 ED3546.The ellipsoidal height was determined by GPS observations
 ED3546.and is referenced to NAD 83.
 ED3546
 ED3546.The geoid height was determined by GEOID03.
 ED3546
 ED3546.The dynamic height is computed by dividing the NAVD 88
 ED3546.geopotential number by the normal gravity value computed on the
 ED3546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3546.degrees latitude (g = 980.6199 gals.).
 ED3546
 ED3546.The modeled gravity was interpolated from observed gravity values.
 ED3546
 ED3546;                    North         East     Units Scale Factor Converg.
 ED3546;SPC SC       -   321,972.747   494,713.933   MT  0.99996501   -0 41 43.7
 ED3546;SPC SC       - 1,056,341.03  1,623,077.21   iFT  0.99996501   -0 41 43.7
 ED3546;UTM  17      - 3,843,850.602   385,149.802   MT  0.99976258   -0 42 53.2
 ED3546
 ED3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3546!SPC SC       -   0.99996327  x   0.99996501  =   0.99992828
 ED3546!UTM  17      -   0.99996327  x   0.99976258  =   0.99972586
 ED3546
 ED3546                          SUPERSEDED SURVEY CONTROL
 ED3546
 ED3546  NAD 83(1986)-  34 43 49.06418(N)    082 15 16.09664(W) AD(       ) 1
 ED3546  NAD 83(1995)-  34 43 49.05421(N)    082 15 16.09770(W) AD(       ) 1
 ED3546  ELLIP H (04/18/02)  234.04   (m)                       GP(       ) 4 1
 ED3546  NAVD 88 (04/18/02)  265.04   (m)          869.6    (f) LEVELING    3  
 ED3546  NGVD 29 (12/12/91)  265.118  (m)          869.81   (f) ADJUSTED    1 2
 ED3546
 ED3546.Superseded values are not recommended for survey control.
 ED3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3546.See file dsdata.txt to determine how the superseded data were derived.
 ED3546
 ED3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8515043851(NAD 83)
 ED3546_MARKER: DD = SURVEY DISK
 ED3546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3546_SP_SET: CONCRETE POST
 ED3546_STAMPING: 23 166 1991
 ED3546_MARK LOGO: SCGS  
 ED3546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3546+STABILITY: SURFACE MOTION
 ED3546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3546+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED3546
 ED3546  HISTORY     - Date     Condition        Report By
 ED3546  HISTORY     - 1991     MONUMENTED       SCGS
 ED3546  HISTORY     - 20000719 GOOD             SCGS
 ED3546
 ED3546                          STATION DESCRIPTION
 ED3546
 ED3546'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3546'STATION IS LOCATED 0.5 MILE SOUTH OF SIMPSONVILLE.  OWNERSHIP--FRED
 ED3546'HOWARD, 408 SOUTHEAST MAIN STREET, SIMPSONVILLE, SC 29681, PHONE
 ED3546'803-963-5516.  NOTE-CONTACT BEFORE OBSERVATIONS.  TO REACH THE
 ED3546'STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 (MAIN STREET) AND 417
 ED3546'(CURTIS STREET) IN SIMPSONVILLE, GO SOUTH ON HIGHWAY 14 FOR 0.5 MILE
 ED3546'TO THE STATION ON THE RIGHT IN FRONT OF A BRICK HOUSE WITH AN ASPHALT
 ED3546'CIRCULAR DRIVEWAY.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3546'AND 6.0 FEET ABOVE THE HIGHWAY, 7.5 FEET EAST OF THE CENTER OF THE
 ED3546'DRIVEWAY, 24.9 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE
 ED3546'STEPS TO THE HOUSE, 24.8 FEET EAST SOUTHEAST OF THE NORTHEAST CORNER
 ED3546'OF THE STEPS TO THE HOUSE, 30.7 FEET WEST OF THE WEST EDGE OF THE
 ED3546'CURB OF THE HIGHWAY, 163.0 FEET NORTH OF A FIRE HYDRANT.  DESCRIBED
 ED3546'BY T. HALL.
 ED3546
 ED3546                          STATION RECOVERY (2000)
 ED3546
 ED3546'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3546'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTHWEST OF FOUNTAIN INN, 11.5
 ED3546'MILES (18.5 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--PROPERTY FOR
 ED3546'SALE, UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3546'HIGHWAYS 14 (MAIN STREET) AND 417 (CURTIS STREET) IN SIMPSONVILLE, GO
 ED3546'SOUTH ON HIGHWAY 14 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE RIGHT
 ED3546'IN FRONT OF A BRICK HOUSE NUMBER 408.  STATION IS A CONCRETE POST
 ED3546'FLUSH WITH THE GROUND AND 5.0 FEET (1.5 M) ABOVE THE HIGHWAY, 30.8
 ED3546'FEET (9.4 M) WEST OF THE WEST EDGE OF THE HIGHWAY CURB, 25.0 FEET (7.6
 ED3546'M) EAST OF THE SOUTH CORNER OF THE FRONT STEPS OF THE HOUSE, 6.9 FEET
 ED3546'(2.1 M) EAST OF THE CENTER OF THE DRIVEWAY FOR THE HOUSE, 163.4 FEET
 ED3546'(49.8 M) NORTH OF A FIRE HYDRANT.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3542 ***********************************************************************
 ED3542  DESIGNATION -  23 167
 ED3542  PID         -  ED3542
 ED3542  STATE/COUNTY-  SC/GREENVILLE
 ED3542  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3542
 ED3542                         *CURRENT SURVEY CONTROL
 ED3542  ___________________________________________________________________
 ED3542* NAD 83(1986)-  34 44 13.     (N)    082 15 18.     (W)     SCALED    
 ED3542* NAVD 88     -       265.606  (meters)     871.41   (feet)  ADJUSTED  
 ED3542  ___________________________________________________________________
 ED3542  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED3542  DYNAMIC HT  -         265.337 (meters)     870.53  (feet)  COMP
 ED3542  MODELED GRAV-     979,615.0   (mgal)                       NAVD 88
 ED3542
 ED3542  VERT ORDER  -  FIRST     CLASS II
 ED3542
 ED3542.The horizontal coordinates were scaled from a topographic map and have
 ED3542.an estimated accuracy of +/- 6 seconds.
 ED3542
 ED3542.The orthometric height was determined by differential leveling
 ED3542.and adjusted by the National Geodetic Survey in August 1993..
 ED3542
 ED3542.The geoid height was determined by GEOID03.
 ED3542
 ED3542.The dynamic height is computed by dividing the NAVD 88
 ED3542.geopotential number by the normal gravity value computed on the
 ED3542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3542.degrees latitude (g = 980.6199 gals.).
 ED3542
 ED3542.The modeled gravity was interpolated from observed gravity values.
 ED3542
 ED3542;                    North         East    Units  Estimated Accuracy
 ED3542;SPC SC       -   322,710.      494,680.      MT  (+/- 180 meters Scaled)
 ED3542
 ED3542                          SUPERSEDED SURVEY CONTROL
 ED3542
 ED3542  NGVD 29 (12/12/91)  265.689  (m)          871.68   (f) ADJUSTED    1 2
 ED3542
 ED3542.Superseded values are not recommended for survey control.
 ED3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3542.See file dsdata.txt to determine how the superseded data were derived.
 ED3542
 ED3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU851445(NAD 83)
 ED3542_MARKER: DD = SURVEY DISK
 ED3542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3542_SP_SET: CONCRETE POST
 ED3542_STAMPING: 23 167 1991
 ED3542_MARK LOGO: SCGS  
 ED3542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3542+STABILITY: SURFACE MOTION
 ED3542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3542+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED3542
 ED3542  HISTORY     - Date     Condition        Report By
 ED3542  HISTORY     - 1991     MONUMENTED       SCGS
 ED3542  HISTORY     - 20000719 GOOD             SCGS
 ED3542
 ED3542                          STATION DESCRIPTION
 ED3542
 ED3542'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3542'STATION IS LOCATED BESIDE THE RAILROAD TRACKS IN A GRASSY STRIP NEAR
 ED3542'THE CHAMBER OF COMMERCE BUILDING IN THE SOUTHWEST ANGLE OF THE
 ED3542'JUNCTION OF STATE HIGHWAYS 14 (MAIN STREET) AND 417 (CURTIS STREET)
 ED3542'IN SIMPSONVILLE.  OWNERSHIP--RAILROAD RIGHT OF WAY.  STATION IS A
 ED3542'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SIDEWALK,
 ED3542'143.6 FEET SOUTH OF THE SOUTHWEST CORNER OF A CLOCK TOWER, 1.7 FEET
 ED3542'EAST OF THE EAST EDGE OF A SIDEWALK, 18.0 FEET WEST OF THE WEST RAIL
 ED3542'OF THE MAIN RAILROAD TRACKS, 46.6 FEET NORTH NORTHEAST OF A FLAG
 ED3542'POLE, 85.5 FEET NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE
 ED3542'CHAMBER OF COMMERCE BUILDING, 13.2 FEET SOUTH SOUTHWEST OF A WITNESS
 ED3542'POST.  DESCRIBED BY T. HALL.
 ED3542
 ED3542                          STATION RECOVERY (2000)
 ED3542
 ED3542'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3542'STATION IS LOCATED 4.7 MILES (7.6 KM) NORTHEAST OF FOUNTAIN INN, 11.2
 ED3542'MILES (18.0 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--RAILROAD RIGHT OF
 ED3542'WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 ED3542'(MAIN STREET) AND 417 (CURTIS STREET) IN SIMPSONVILLE, GO SOUTH ON
 ED3542'HIGHWAY 14 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT IN THE
 ED3542'GRASSY AREA BETWEEN THE RAIL ROAD TRACKS AND A SIDEWALK IN THE
 ED3542'SIMPSONVILLE TOWN SQUARE.  STATION IS A CONCRETE POST PROJECTING 0.1
 ED3542'FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 17.8 FEET (5.4
 ED3542'M) SOUTHWEST OF THE WESTERN RAIL OF A SET OF RAILROAD TRACKS, 1.6 FEET
 ED3542'(0.5 M) EAST NORTHEAST OF THE EASTERN EDGE OF A SIDEWALK, 124.1 FEET
 ED3542'(37.8 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK LAMP POST
 ED3542'AT THE BASE OF A CLOCK TOWER, 82.6 FEET (25.2 M) NORTH NORTHWEST OF
 ED3542'THE NORTHEAST CORNER OF A SMALL BRICK BUILDING FORMERLY C.O.C., 46.5
 ED3542'FEET (14.2 M) NORTH NORTHWEST OF A FLAGPOLE, 13.0 FEET (4.0 M) SOUTH
 ED3542'OF A WITNESS POST.  RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3559 ***********************************************************************
 ED3559  DESIGNATION -  23 168
 ED3559  PID         -  ED3559
 ED3559  STATE/COUNTY-  SC/GREENVILLE
 ED3559  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3559
 ED3559                         *CURRENT SURVEY CONTROL
 ED3559  ___________________________________________________________________
 ED3559* NAD 83(1986)-  34 39 43.     (N)    082 15 43.     (W)     SCALED    
 ED3559* NAVD 88     -       250.181  (meters)     820.80   (feet)  ADJUSTED  
 ED3559  ___________________________________________________________________
 ED3559  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 ED3559  DYNAMIC HT  -         249.928 (meters)     819.97  (feet)  COMP
 ED3559  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 ED3559
 ED3559  VERT ORDER  -  FIRST     CLASS II
 ED3559
 ED3559.The horizontal coordinates were scaled from a topographic map and have
 ED3559.an estimated accuracy of +/- 6 seconds.
 ED3559
 ED3559.The orthometric height was determined by differential leveling
 ED3559.and adjusted by the National Geodetic Survey in August 1993..
 ED3559
 ED3559.The geoid height was determined by GEOID03.
 ED3559
 ED3559.The dynamic height is computed by dividing the NAVD 88
 ED3559.geopotential number by the normal gravity value computed on the
 ED3559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3559.degrees latitude (g = 980.6199 gals.).
 ED3559
 ED3559.The modeled gravity was interpolated from observed gravity values.
 ED3559
 ED3559;                    North         East    Units  Estimated Accuracy
 ED3559;SPC SC       -   314,400.      493,940.      MT  (+/- 180 meters Scaled)
 ED3559
 ED3559                          SUPERSEDED SURVEY CONTROL
 ED3559
 ED3559  NGVD 29 (12/12/91)  250.273  (m)          821.10   (f) ADJUSTED    1 2
 ED3559
 ED3559.Superseded values are not recommended for survey control.
 ED3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3559.See file dsdata.txt to determine how the superseded data were derived.
 ED3559
 ED3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU843362(NAD 83)
 ED3559_MARKER: DD = SURVEY DISK
 ED3559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3559_SP_SET: CONCRETE POST
 ED3559_STAMPING: 23 168 1991
 ED3559_MARK LOGO: SCGS  
 ED3559_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3559+STABILITY: SURFACE MOTION
 ED3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3559+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 ED3559
 ED3559  HISTORY     - Date     Condition        Report By
 ED3559  HISTORY     - 1991     MONUMENTED       SCGS
 ED3559  HISTORY     - 20000717 MARK NOT FOUND   SCGS
 ED3559
 ED3559                          STATION DESCRIPTION
 ED3559
 ED3559'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3559'STATION IS 4.2 MILES SOUTHWEST OF FOUNTAIN INN, 7.8 MILES NORTHEAST
 ED3559'OF WARE PLACE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED3559'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 ED3559'STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 418 AND
 ED3559'INTERSTATE 385, 0.9 MILE SOUTH OF FOUNTAIN INN, GO WEST SOUTHWEST ON
 ED3559'HIGHWAY 418 FOR 1.0 MILE TO THE JUNCTION OF STATE ROAD 543 (GREENPOND
 ED3559'ROAD LEFT, FAIRVIEW STREET EXTENSION RIGHT), CONTINUE ON HIGHWAY 418
 ED3559'FOR 0.6 MILE TO THE JUNCTION OF HIGHWAY 651, CONTINUE ON HIGHWAY 418
 ED3559'FOR 2.05 MILES TO THE JUNCTION OF STATE ROAD 55 (FAIRVIEW ROAD) AND
 ED3559'THE STATION IN THE NORTHEAST ANGLE NEAR THE GAS PUMPS OF PUTTS QUICK
 ED3559'STOP.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 ED3559'WITH THE HIGHWAY, 11.9 FEET NORTHWEST OF THE NORTH END OF A 32-INCH
 ED3559'CONCRETE PIPE CULVERT BENEATH THE HIGHWAY, 24.0 FEET SOUTHEAST OF A
 ED3559'POWER POLE K25 WITH TWO GUY WIRES AND A TRANSFORMER, 40.0 FEET NORTH
 ED3559'OF THE CENTER OF THE HIGHWAY, 45.0 FEET EAST OF THE CENTER OF THE
 ED3559'ROAD, 43.1 FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 ED3559'NORTHWEST ONE OF TWO SQUARE METAL POSTS FOR A CANOPY OVER THE GAS
 ED3559'PUMPS.  DESCRIBED BY T. HALL.
 ED3559
 ED3559                          STATION RECOVERY (2000)
 ED3559
 ED3559'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3559'NOT RECOVERED, PULLED TAPE AND PROBED, COULD NOT LOCATE MARK USING
 ED3559'LANDMARKS AND MEASUREMENTS.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3568 ***********************************************************************
 ED3568  DESIGNATION -  23 169
 ED3568  PID         -  ED3568
 ED3568  STATE/COUNTY-  SC/GREENVILLE
 ED3568  USGS QUAD   -  PELZER (1983)
 ED3568
 ED3568                         *CURRENT SURVEY CONTROL
 ED3568  ___________________________________________________________________
 ED3568* NAD 83(2001)-  34 37 44.91029(N)    082 23 29.66482(W)     ADJUSTED  
 ED3568* NAVD 88     -       274.004  (meters)     898.96   (feet)  ADJUSTED  
 ED3568  ___________________________________________________________________
 ED3568  X           -     695,656.313 (meters)                     COMP
 ED3568  Y           -  -5,207,858.983 (meters)                     COMP
 ED3568  Z           -   3,604,227.458 (meters)                     COMP
 ED3568  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 ED3568  ELLIP HEIGHT-         243.22  (meters)          (03/13/03) GPS OBS
 ED3568  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ED3568  DYNAMIC HT  -         273.726 (meters)     898.05  (feet)  COMP
 ED3568  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 ED3568
 ED3568  HORZ ORDER  -  FIRST
 ED3568  VERT ORDER  -  FIRST     CLASS II
 ED3568  ELLP ORDER  -  FOURTH    CLASS II
 ED3568
 ED3568.The horizontal coordinates were established by GPS observations
 ED3568.and adjusted by the National Geodetic Survey in March 2003..
 ED3568
 ED3568.The orthometric height was determined by differential leveling
 ED3568.and adjusted by the National Geodetic Survey in August 1993..
 ED3568
 ED3568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3568
 ED3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3568
 ED3568.The ellipsoidal height was determined by GPS observations
 ED3568.and is referenced to NAD 83.
 ED3568
 ED3568.The geoid height was determined by GEOID03.
 ED3568
 ED3568.The dynamic height is computed by dividing the NAVD 88
 ED3568.geopotential number by the normal gravity value computed on the
 ED3568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3568.degrees latitude (g = 980.6199 gals.).
 ED3568
 ED3568.The modeled gravity was interpolated from observed gravity values.
 ED3568
 ED3568;                    North         East     Units Scale Factor Converg.
 ED3568;SPC SC       -   310,913.903   482,007.610   MT  0.99993383   -0 46 17.4
 ED3568;SPC SC       - 1,020,058.74  1,581,389.80   iFT  0.99993383   -0 46 17.4
 ED3568;UTM  17      - 3,832,797.913   372,441.873   MT  0.99980055   -0 47 27.2
 ED3568
 ED3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3568!SPC SC       -   0.99996182  x   0.99993383  =   0.99989565
 ED3568!UTM  17      -   0.99996182  x   0.99980055  =   0.99976238
 ED3568
 ED3568                          SUPERSEDED SURVEY CONTROL
 ED3568
 ED3568  NAD 83(1986)-  34 37 44.91978(N)    082 23 29.66493(W) AD(       ) 1
 ED3568  NAD 83(1995)-  34 37 44.91044(N)    082 23 29.66496(W) AD(       ) 1
 ED3568  ELLIP H (04/18/02)  243.23   (m)                       GP(       ) 4 1
 ED3568  NAVD 88 (04/18/02)  274.00   (m)          898.9    (f) LEVELING    3  
 ED3568  NGVD 29 (12/12/91)  274.101  (m)          899.28   (f) ADJUSTED    1 2
 ED3568
 ED3568.Superseded values are not recommended for survey control.
 ED3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3568.See file dsdata.txt to determine how the superseded data were derived.
 ED3568
 ED3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7244232798(NAD 83)
 ED3568_MARKER: DD = SURVEY DISK
 ED3568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3568_SP_SET: CONCRETE POST
 ED3568_STAMPING: 23 169 1991
 ED3568_MARK LOGO: SCGS  
 ED3568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3568+STABILITY: SURFACE MOTION
 ED3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3568+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 ED3568
 ED3568  HISTORY     - Date     Condition        Report By
 ED3568  HISTORY     - 1991     MONUMENTED       SCGS
 ED3568  HISTORY     - 19940914 GOOD             SCGS
 ED3568  HISTORY     - 20000627 GOOD             SCGS
 ED3568  HISTORY     - 20050531 GOOD             FRELAN
 ED3568
 ED3568                          STATION DESCRIPTION
 ED3568
 ED3568'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3568'STATION IS LOCATED IN WARE PLACE.  OWNERSHIP--SGFD, STATION NUMBER 4,
 ED3568'8305 AUGUSTA ROAD, PELZER, SC 29669, ATTENTION-CHIEF WILLIAM
 ED3568'CAMPBELL, PHONE 803-243-5650.  TO REACH THE STATION FROM THE JUNCTION
 ED3568'OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN WARE PLACE, GO
 ED3568'NORTH ON HIGHWAY 25 FOR 0.05 MILE TO THE ENTRANCE DRIVEWAY LEFT TO
 ED3568'THE SOUTH GREENVILLE FIRE DEPARTMENT AND THE STATION NEAR THE FLAG
 ED3568'POLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 ED3568'WITH THE CIRCULAR DRIVE, 3.6 FEET WEST OF THE FLAG POLE, 68.4 FEET
 ED3568'SOUTHEAST OF THE EAST NORTHEAST CORNER OF THE FIRE STATION BUILDING,
 ED3568'60.5 FEET EAST NORTHEAST OF THE SOUTH SOUTHEAST CORNER OF THE FIRE
 ED3568'STATION BUILDING, 52.4 FEET NORTH NORTHEAST OF A 16-INCH PIN OAK TREE
 ED3568'WITH A SCGS REFERENCE WASHER ATTACHED, 2.8 FEET EAST OF THE EAST EDGE
 ED3568'OF THE CIRCULAR DRIVE.  DESCRIBED BY T. HALL.
 ED3568
 ED3568                          STATION RECOVERY (1994)
 ED3568
 ED3568'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 ED3568'STATION IS LOCATED IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF
 ED3568'PELZER.  OWNERSHIP--SGFD, STATION NUMBER 4, 8305 AUGUSTA ROAD, PELZER,
 ED3568'SC 29669, ATTENTION-CHIEF WILLIAM CAMPBELL, PHONE 803-243-5650.  TO
 ED3568'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 418, 8 (PELZER
 ED3568'HIGHWAY) , AND U.S.  25 (AUGUSTA ROAD) IN WARE PLACE, 3.8 MILES (6.1
 ED3568'KM) EAST SOUTHEAST OF PELZER, GO NORTH ON HIGHWAY 25 FOR 0.05 MILE
 ED3568'(0.08 KM) TO THE STATION ON THE LEFT NEAR A FLAG POLE IN FRONT OF THE
 ED3568'SOUTH GREENVILLE FIRE DEPARTMENT.  STATION IS A CONCRETE POST FLUSH
 ED3568'WITH THE GROUND AND LEVEL WITH THE CIRCULAR DRIVE, 3.6 FEET (1.1 M)
 ED3568'WEST OF THE FLAG POLE, 68.4 FEET (20.8 M) SOUTHEAST OF THE EAST
 ED3568'NORTHEAST CORNER OF THE FIRE STATION BUILDING, 60.5 FEET (18.4 M) EAST
 ED3568'NORTHEAST OF THE SOUTH SOUTHEAST CORNER OF THE FIRE STATION BUILDING,
 ED3568'52.4 FEET (16.0 M) NORTH NORTHEAST OF A 1.4-FOOT PIN OAK TREE WITH A
 ED3568'SCGS REFERENCE WASHER ATTACHED, 2.8 FEET (0.9 M) EAST OF THE EAST EDGE
 ED3568'OF THE CIRCULAR DRIVE.  RECOVERED BY R.W.  ROBERTS.  .
 ED3568
 ED3568                          STATION RECOVERY (2000)
 ED3568
 ED3568'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3568'STATION IS LOCATED 7.5 MILES (12.1 KM) EAST OF WILLIAMSTON, 18.0 MILES
 ED3568'(29.0 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SGFD, STATION NUMBER 4,
 ED3568'8305 AUGUSTA ROAD, PELZER, SC 29669, ATTENTION-CHIEF WILLIAM CAMPBELL,
 ED3568'PHONE 864-243-5650.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3568'HIGHWAYS 418 (OLD HUNDRED ROAD) , 8 (PELZER HIGHWAY) AND U.S.  HIGHWAY
 ED3568'25 (AUGUSTA ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF
 ED3568'PELZER, GO NORTH ON HIGHWAY 25 FOR 0.05 MILE (0.08 KM) TO THE STATION
 ED3568'ON THE LEFT NEAR A FLAG POLE IN FRONT OF THE SOUTH GREENVILLE FIRE
 ED3568'DEPARTMENT.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 ED3568'1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 69.0 FEET (21.0 M) WEST OF THE
 ED3568'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 3.6 FEET (1.1 M) WEST
 ED3568'OF THE FLAG POLE, 69.4 FEET (21.2 M) SOUTHEAST OF THE NORTHEAST CORNER
 ED3568'OF THE FIRE STATION BUILDING, 61.9 FEET (18.9 M) EAST NORTHEAST OF THE
 ED3568'SOUTHEAST CORNER OF THE FIRE STATION BUILDING, 103.6 FEET (31.6 M)
 ED3568'SOUTH SOUTHWEST OF A POWER POLE NUMBER 097982/033737 WITH THREE
 ED3568'TRANSFORMERS, 59.3 FEET (18.1 M) NORTHWEST OF THE NORTHWEST CORNER OF
 ED3568'AN IRON STORM DRAIN GRATE. RECOVERED BY J.B.  SMOAK.
 ED3568
 ED3568                          STATION RECOVERY (2005)
 ED3568
 ED3568'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 ED3568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3574 ***********************************************************************
 ED3574  DESIGNATION -  23 170
 ED3574  PID         -  ED3574
 ED3574  STATE/COUNTY-  SC/GREENVILLE
 ED3574  USGS QUAD   -  PELZER (1983)
 ED3574
 ED3574                         *CURRENT SURVEY CONTROL
 ED3574  ___________________________________________________________________
 ED3574* NAD 83(1986)-  34 38 48.     (N)    082 23 18.     (W)     SCALED    
 ED3574* NAVD 88     -       271.536  (meters)     890.86   (feet)  ADJUSTED  
 ED3574  ___________________________________________________________________
 ED3574  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 ED3574  DYNAMIC HT  -         271.260 (meters)     889.96  (feet)  COMP
 ED3574  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 ED3574
 ED3574  VERT ORDER  -  FIRST     CLASS II
 ED3574
 ED3574.The horizontal coordinates were scaled from a topographic map and have
 ED3574.an estimated accuracy of +/- 6 seconds.
 ED3574
 ED3574.The orthometric height was determined by differential leveling
 ED3574.and adjusted by the National Geodetic Survey in August 1993..
 ED3574
 ED3574.The geoid height was determined by GEOID03.
 ED3574
 ED3574.The dynamic height is computed by dividing the NAVD 88
 ED3574.geopotential number by the normal gravity value computed on the
 ED3574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3574.degrees latitude (g = 980.6199 gals.).
 ED3574
 ED3574.The modeled gravity was interpolated from observed gravity values.
 ED3574
 ED3574;                    North         East    Units  Estimated Accuracy
 ED3574;SPC SC       -   312,850.      482,330.      MT  (+/- 180 meters Scaled)
 ED3574
 ED3574                          SUPERSEDED SURVEY CONTROL
 ED3574
 ED3574  NGVD 29 (12/12/91)  271.633  (m)          891.18   (f) ADJUSTED    1 2
 ED3574
 ED3574.Superseded values are not recommended for survey control.
 ED3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3574.See file dsdata.txt to determine how the superseded data were derived.
 ED3574
 ED3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU727347(NAD 83)
 ED3574_MARKER: DD = SURVEY DISK
 ED3574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3574_SP_SET: CONCRETE POST
 ED3574_STAMPING: 23 170 1991
 ED3574_MARK LOGO: SCGS  
 ED3574_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3574+STABILITY: SURFACE MOTION
 ED3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3574+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED3574
 ED3574  HISTORY     - Date     Condition        Report By
 ED3574  HISTORY     - 1991     MONUMENTED       SCGS
 ED3574  HISTORY     - 20000711 MARK NOT FOUND   SCGS
 ED3574
 ED3574                          STATION DESCRIPTION
 ED3574
 ED3574'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3574'STATION IS LOCATED 1.3 MILES NORTH OF WARE PLACE.  OWNERSHIP--ELLEN
 ED3574'WOODSIDE ELEMENTARY SCHOOL, 9130 AUGUSTA ROAD, PELZER, SC 29669,
 ED3574'PRINCIPAL-CHARLES HEYWARD, PHONE 803-243-5670.  TO REACH THE STATION
 ED3574'FROM THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25
 ED3574'IN WARE PLACE, GO NORTH ON HIGHWAY 25 FOR 1.4 MILES TO AN ENTRANCE
 ED3574'DRIVEWAY LEFT TO THE ELLEN WOODSIDE ELEMENTARY SCHOOL, TURN LEFT INTO
 ED3574'THE PARKING LOT FOR 0.05 MILE TO THE STATION IN A GRASSY COURTYARD
 ED3574'NEAR A SIDEWALK WITH AN OVERHEAD CANOPY, 0.15 MILE SOUTH SOUTHEAST OF
 ED3574'THE JUNCTION OF STATE ROAD 450 (WOODVILLE ROAD).  STATION IS A
 ED3574'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SIDEWALK, 23.3
 ED3574'FEET WEST OF THE WEST EDGE OF THE SIDEWALK, 53.6 FEET NORTHWEST OF
 ED3574'THE NORTHWEST CORNER OF A RAISED BRICK PLANTER NEAR THE MAILBOX, 23.2
 ED3574'FEET NORTH NORTHEAST OF THE NORTH CORNER OF A METAL DRAIN GRATE COVER
 ED3574'IN THE COURTYARD, 44.5 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF
 ED3574'A BRICK WING TO THE BUILDING WITH A W SHAPED ROOFLINE, 107.3 FEET
 ED3574'EAST OF A 10-INCH MAGNOLIA TREE.  DESCRIBED BY T. HALL.
 ED3574
 ED3574                          STATION RECOVERY (2000)
 ED3574
 ED3574'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3574'NOT RECOVERED, PULLED TAPE FROM AVAILABLE REFERENCES, SEARCHED 20
 ED3574'MINUTES, PRESUMED DESTROYED BY NEW DRIVEWAY CONSTRUCTION.  RECOVERY BY
 ED3574'J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3577 ***********************************************************************
 ED3577  DESIGNATION -  23 171
 ED3577  PID         -  ED3577
 ED3577  STATE/COUNTY-  SC/GREENVILLE
 ED3577  USGS QUAD   -  PELZER (1983)
 ED3577
 ED3577                         *CURRENT SURVEY CONTROL
 ED3577  ___________________________________________________________________
 ED3577* NAD 83(1986)-  34 41 22.     (N)    082 23 57.     (W)     SCALED    
 ED3577* NAVD 88     -       278.999  (meters)     915.35   (feet)  ADJUSTED  
 ED3577  ___________________________________________________________________
 ED3577  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED3577  DYNAMIC HT  -         278.715 (meters)     914.42  (feet)  COMP
 ED3577  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 ED3577
 ED3577  VERT ORDER  -  FIRST     CLASS II
 ED3577
 ED3577.The horizontal coordinates were scaled from a topographic map and have
 ED3577.an estimated accuracy of +/- 6 seconds.
 ED3577
 ED3577.The orthometric height was determined by differential leveling
 ED3577.and adjusted by the National Geodetic Survey in August 1993..
 ED3577
 ED3577.The geoid height was determined by GEOID03.
 ED3577
 ED3577.The dynamic height is computed by dividing the NAVD 88
 ED3577.geopotential number by the normal gravity value computed on the
 ED3577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3577.degrees latitude (g = 980.6199 gals.).
 ED3577
 ED3577.The modeled gravity was interpolated from observed gravity values.
 ED3577
 ED3577;                    North         East    Units  Estimated Accuracy
 ED3577;SPC SC       -   317,610.      481,400.      MT  (+/- 180 meters Scaled)
 ED3577
 ED3577                          SUPERSEDED SURVEY CONTROL
 ED3577
 ED3577  NGVD 29 (12/12/91)  279.094  (m)          915.66   (f) ADJUSTED    1 2
 ED3577
 ED3577.Superseded values are not recommended for survey control.
 ED3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3577.See file dsdata.txt to determine how the superseded data were derived.
 ED3577
 ED3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU718394(NAD 83)
 ED3577_MARKER: DD = SURVEY DISK
 ED3577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3577_SP_SET: CONCRETE POST
 ED3577_STAMPING: 23 171 1991
 ED3577_MARK LOGO: SCGS  
 ED3577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3577+STABILITY: SURFACE MOTION
 ED3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3577+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED3577
 ED3577  HISTORY     - Date     Condition        Report By
 ED3577  HISTORY     - 1991     MONUMENTED       SCGS
 ED3577  HISTORY     - 20000719 GOOD             SCGS
 ED3577
 ED3577                          STATION DESCRIPTION
 ED3577
 ED3577'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3577'STATION IS LOCATED 4.25 MILES NORTH OF WARE PLACE, 4.2 MILES WEST
 ED3577'SOUTHWEST OF PIEDMONT.  OWNERSHIP--WOODMONT HIGH SCHOOL, 150 WOODMONT
 ED3577'SCHOOL ROAD, PIEDMONT, SC 29673, TOM HUDSON, PHONE 803-299-8300.  TO
 ED3577'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND
 ED3577'U.S. HIGHWAY 25 IN WARE PLACE, GO NORTH ON HIGHWAY 25 FOR 4.2 MILES
 ED3577'TO THE JUNCTION OF STATE ROAD 541, CONTINUE ON HIGHWAY 25 FOR 0.15
 ED3577'MILE TO THE JUNCTION OF STATE ROAD 659 (WOODMONT SCHOOL ROAD)AND THE
 ED3577'STATION NEAR A BRICK SIGN FOR THE SCHOOL INSIDE A CHAIN LINK FENCE
 ED3577'(STADIUM PARKING) IN THE NORTHWEST ANGLE OF THE JUNCTION.  STATION IS
 ED3577'A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW THE HIGHWAY,
 ED3577'24.4 FEET EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE SIGN, 24.4
 ED3577'FEET EAST OF THE SOUTHEAST CORNER OF THE SIGN, 28.5 FEET NORTH OF THE
 ED3577'EAST METAL LEG OF A SIGN FOR THE SCHOOL, 15.5 FEET WEST OF THE FENCE
 ED3577'LINE, 134.0 FEET SOUTH SOUTHEAST OF THE SOUTHERN MOST ONE OF TWO
 ED3577'40-INCH OAK TREES, 15.5 FEET WEST OF A WITNESS POST.  DESCRIBED BY T.
 ED3577'HALL.
 ED3577
 ED3577                          STATION RECOVERY (2000)
 ED3577
 ED3577'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3577'STATION IS LOCATED 3.8 MILES (6.1 KM) EAST SOUTHEAST OF PIEDMONT, 11.2
 ED3577'MILES (18.0 KM) SOUTH OF GREENVILLE.  OWNERSHIP--WOODMONT HIGH SCHOOL,
 ED3577'150 WOODMONT SCHOOL ROAD, PIEDMONT, SC 29673, PHONE 864-299-8300.  TO
 ED3577'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 418 (OLD HUNDRED
 ED3577'ROAD) , 8 (PELZER HIGHWAY) AND U.S. HIGHWAY 25 (AUGUSTA ROAD) IN WARE
 ED3577'PLACE, GO NORTH ON HIGHWAY 25 FOR 4.2 MILES (6.8 KM) TO THE JUNCTION
 ED3577'OF STATE ROAD 541 (WEST GEORGIA ROAD) , CONTINUE ON HIGHWAY 25 FOR
 ED3577'0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR A BRICK SIGN FOR
 ED3577'WOODMONT HIGH SCHOOL INSIDE A FENCE AND IN THE NORTHWEST ANGLE OF THE
 ED3577'JUNCTION OF STATE ROAD 659 (WOODMONT SCHOOL ROAD) .  STATION IS A
 ED3577'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE
 ED3577'HIGHWAY, 23.0 FEET (7.0 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 ED3577'BRICK SIGN, 24.2 FEET (7.4 M) EAST NORTHEAST OF THE SOUTHEAST CORNER
 ED3577'OF THE BRICK SIGN, 25.0 FEET (7.6 M) NORTH NORTHWEST OF THE EAST METAL
 ED3577'LEG OF THE EAST ONE OF TWO SIGNS FOR THE SCHOOL, 15.5 FEET (4.7 M)
 ED3577'SOUTH SOUTHEAST OF THE WEST ONE OF TWO 2.0-FOOT OAK TREES, 15.5 FEET
 ED3577'(4.7 M) WEST NORTHWEST OF A WITNESS POST BESIDE THE FENCE LINE.
 ED3577'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3578 ***********************************************************************
 ED3578  DESIGNATION -  23 172
 ED3578  PID         -  ED3578
 ED3578  STATE/COUNTY-  SC/GREENVILLE
 ED3578  USGS QUAD   -  PELZER (1983)
 ED3578
 ED3578                         *CURRENT SURVEY CONTROL
 ED3578  ___________________________________________________________________
 ED3578* NAD 83(2001)-  34 42 23.20988(N)    082 23 30.40763(W)     ADJUSTED  
 ED3578* NAVD 88     -       284.710  (meters)     934.09   (feet)  ADJUSTED  
 ED3578  ___________________________________________________________________
 ED3578  X           -     694,992.830 (meters)                     COMP
 ED3578  Y           -  -5,203,034.757 (meters)                     COMP
 ED3578  Z           -   3,611,287.053 (meters)                     COMP
 ED3578  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 ED3578  ELLIP HEIGHT-         253.77  (meters)          (03/13/03) GPS OBS
 ED3578  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED3578  DYNAMIC HT  -         284.420 (meters)     933.13  (feet)  COMP
 ED3578  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 ED3578
 ED3578  HORZ ORDER  -  FIRST
 ED3578  VERT ORDER  -  FIRST     CLASS II
 ED3578  ELLP ORDER  -  FOURTH    CLASS II
 ED3578
 ED3578.The horizontal coordinates were established by GPS observations
 ED3578.and adjusted by the National Geodetic Survey in March 2003..
 ED3578
 ED3578.The orthometric height was determined by differential leveling
 ED3578.and adjusted by the National Geodetic Survey in August 1993..
 ED3578
 ED3578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3578
 ED3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3578
 ED3578.The ellipsoidal height was determined by GPS observations
 ED3578.and is referenced to NAD 83.
 ED3578
 ED3578.The geoid height was determined by GEOID03.
 ED3578
 ED3578.The dynamic height is computed by dividing the NAVD 88
 ED3578.geopotential number by the normal gravity value computed on the
 ED3578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3578.degrees latitude (g = 980.6199 gals.).
 ED3578
 ED3578.The modeled gravity was interpolated from observed gravity values.
 ED3578
 ED3578;                    North         East     Units Scale Factor Converg.
 ED3578;SPC SC       -   319,488.753   482,104.173   MT  0.99995738   -0 46 17.8
 ED3578;SPC SC       - 1,048,191.45  1,581,706.60   iFT  0.99995738   -0 46 17.8
 ED3578;UTM  17      - 3,841,371.485   372,541.441   MT  0.99980023   -0 47 33.2
 ED3578
 ED3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3578!SPC SC       -   0.99996017  x   0.99995738  =   0.99991755
 ED3578!UTM  17      -   0.99996017  x   0.99980023  =   0.99976040
 ED3578
 ED3578                          SUPERSEDED SURVEY CONTROL
 ED3578
 ED3578  NAD 83(1986)-  34 42 23.21909(N)    082 23 30.40798(W) AD(       ) 1
 ED3578  NAD 83(1995)-  34 42 23.20950(N)    082 23 30.40741(W) AD(       ) 1
 ED3578  ELLIP H (04/18/02)  253.79   (m)                       GP(       ) 4 1
 ED3578  NAVD 88 (04/18/02)  284.71   (m)          934.1    (f) LEVELING    3  
 ED3578  NGVD 29 (12/12/91)  284.805  (m)          934.40   (f) ADJUSTED    1 2
 ED3578
 ED3578.Superseded values are not recommended for survey control.
 ED3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3578.See file dsdata.txt to determine how the superseded data were derived.
 ED3578
 ED3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7254141371(NAD 83)
 ED3578_MARKER: DD = SURVEY DISK
 ED3578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3578_SP_SET: CONCRETE POST
 ED3578_STAMPING: 23 172 1991
 ED3578_MARK LOGO: SCGS  
 ED3578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3578+STABILITY: SURFACE MOTION
 ED3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3578+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED3578
 ED3578  HISTORY     - Date     Condition        Report By
 ED3578  HISTORY     - 1991     MONUMENTED       SCGS
 ED3578  HISTORY     - 20000711 GOOD             SCGS
 ED3578
 ED3578                          STATION DESCRIPTION
 ED3578
 ED3578'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3578'STATION IS LOCATED 5.4 MILES NORTH OF WARE PLACE, 8.7 MILES SOUTH OF
 ED3578'GREENVILLE.  OWNERSHIP--GREENVILLE MEMORIAL GARDENS, 7784 AUGUSTA
 ED3578'ROAD, GREENVILLE, SC 29673, TERRY WATKINS, PHONE 803-277-0078.  TO
 ED3578'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 BUSINESS
 ED3578'(AUGUSTA ROAD), 25 BYPASS (WHITE HORSE ROAD) AND STATE ROAD 18, 5.5
 ED3578'MILES SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 25 FOR 3.05
 ED3578'MILES TO THE JUNCTION OF STATE ROADS 223 (OLD GROVE ROAD) AND 331
 ED3578'(ANTIOCH CHURCH ROAD), CONTINUE ON HIGHWAY 25 FOR 1.5 MILES TO THE
 ED3578'ENTRANCE RIGHT TO THE GREENVILLE MEMORIAL GARDENS AND THE STATION IN
 ED3578'THE GRASSY MEDIAN OF THE DRIVEWAY.  STATION IS A CONCRETE POST FLUSH
 ED3578'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 4.9 FEET WEST NORTHWEST
 ED3578'OF THE NORTHWEST EDGE OF THE MEDIAN AT THE ENTRANCE DRIVEWAY, 54.0
 ED3578'FEET EAST SOUTHEAST OF A FLAG POLE, 59.5 FEET SOUTH SOUTHEAST OF THE
 ED3578'SOUTH CORNER OF AN ENTRANCE PILLAR WITH A LAMP ON THE NORTH SIDE OF
 ED3578'THE ENTRANCE DRIVEWAY, 59.0 FEET EAST OF THE EAST CORNER OF AN
 ED3578'ENTRANCE PILLAR WITH A LAMP ON THE SOUTH SIDE OF THE ENTRANCE
 ED3578'DRIVEWAY.  DESCRIBED BY T. HALL.
 ED3578
 ED3578                          STATION RECOVERY (2000)
 ED3578
 ED3578'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3578'STATION IS LOCATED 4.2 MILES (6.8 KM) EAST NORTHEAST OF PIEDMONT, 10.0
 ED3578'MILES (16.1 KM) SOUTH OF GREENVILLE.  OWNERSHIP--GREENVILLE MEMORIAL
 ED3578'GARDENS, 7784 AUGUSTA ROAD, GREENVILLE, SC 29673, PHONE 864-277-0078.
 ED3578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25, STATE
 ED3578'HIGHWAY 291 (AUGUSTA ROAD) AND STATE ROAD 18 (PECAN TERRACE) , 5.7
 ED3578'MILES (9.2 KM) SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 25
 ED3578'FOR 3.05 MILES (4.91 KM) TO THE JUNCTION OF STATE ROADS 223 AND 331
 ED3578'(ASHMORE BRIDGE ROAD) , CONTINUE ON HIGHWAY 25 FOR 1.45 MILES (2.33
 ED3578'KM) TO THE STATION ON THE RIGHT AT THE EAST END OF A MEDIAN DIVIDING
 ED3578'THE ENTRANCE DRIVE TO THE GREENVILLE MEMORIAL GARDENS.  STATION IS A
 ED3578'CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM)
 ED3578'ABOVE THE HIGHWAY, 5.5 FEET (1.7 M) WEST NORTHWEST OF THE NORTHWEST
 ED3578'EDGE OF THE MEDIAN AT THE ENTRANCE DRIVE, 54.0 FEET (16.5 M) EAST
 ED3578'SOUTHEAST OF A FLAG POLE, 59.6 FEET (18.2 M) SOUTH SOUTHEAST OF THE
 ED3578'SOUTH CORNER OF A STONE PILLAR WITH A LAMP ON THE NORTH SIDE OF THE
 ED3578'ENTRANCE DRIVE, 58.8 FEET (17.9 M) EAST OF THE EAST CORNER OF A STONE
 ED3578'PILLAR WITH A LAMP ON THE SOUTH SIDE OF THE ENTRANCE DRIVE.  RECOVERED
 ED3578'BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3579 ***********************************************************************
 ED3579  DESIGNATION -  23 173
 ED3579  PID         -  ED3579
 ED3579  STATE/COUNTY-  SC/GREENVILLE
 ED3579  USGS QUAD   -  PELZER (1983)
 ED3579
 ED3579                         *CURRENT SURVEY CONTROL
 ED3579  ___________________________________________________________________
 ED3579* NAD 83(1986)-  34 44 32.     (N)    082 23 31.     (W)     SCALED    
 ED3579* NAVD 88     -       277.750  (meters)     911.25   (feet)  ADJUSTED  
 ED3579  ___________________________________________________________________
 ED3579  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED3579  DYNAMIC HT  -         277.468 (meters)     910.33  (feet)  COMP
 ED3579  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 ED3579
 ED3579  VERT ORDER  -  FIRST     CLASS II
 ED3579
 ED3579.The horizontal coordinates were scaled from a topographic map and have
 ED3579.an estimated accuracy of +/- 6 seconds.
 ED3579
 ED3579.The orthometric height was determined by differential leveling
 ED3579.and adjusted by the National Geodetic Survey in August 1993..
 ED3579
 ED3579.The geoid height was determined by GEOID03.
 ED3579
 ED3579.The dynamic height is computed by dividing the NAVD 88
 ED3579.geopotential number by the normal gravity value computed on the
 ED3579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3579.degrees latitude (g = 980.6199 gals.).
 ED3579
 ED3579.The modeled gravity was interpolated from observed gravity values.
 ED3579
 ED3579;                    North         East    Units  Estimated Accuracy
 ED3579;SPC SC       -   323,460.      482,140.      MT  (+/- 180 meters Scaled)
 ED3579
 ED3579                          SUPERSEDED SURVEY CONTROL
 ED3579
 ED3579  NGVD 29 (12/12/91)  277.844  (m)          911.56   (f) ADJUSTED    1 2
 ED3579
 ED3579.Superseded values are not recommended for survey control.
 ED3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3579.See file dsdata.txt to determine how the superseded data were derived.
 ED3579
 ED3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU725453(NAD 83)
 ED3579_MARKER: DD = SURVEY DISK
 ED3579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3579_SP_SET: CONCRETE POST
 ED3579_STAMPING: 23 173 1991
 ED3579_MARK LOGO: SCGS  
 ED3579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3579+STABILITY: SURFACE MOTION
 ED3579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3579+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED3579
 ED3579  HISTORY     - Date     Condition        Report By
 ED3579  HISTORY     - 1991     MONUMENTED       SCGS
 ED3579  HISTORY     - 20000711 GOOD             SCGS
 ED3579
 ED3579                          STATION DESCRIPTION
 ED3579
 ED3579'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3579'STATION IS LOCATED 1.6 MILES NORTH NORTHWEST OF MOONVILLE, 7.4 MILES
 ED3579'SOUTH OF GREENVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED3579'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 ED3579'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 BUSINESS (AUGUSTA
 ED3579'ROAD) , 25 BYPASS (WHITE HORSE ROAD) AND STATE ROAD 18, 5.5 MILES
 ED3579'SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 25 FOR 1.45 MILES
 ED3579'TO THE JUNCTION OF STATE ROAD 27 (DONALDSON ROAD) AND BRACKEN ROAD
 ED3579'RIGHT, CONTINUE ON HIGHWAY 25 FOR 0.5 MILE TO THE STATION IN THE
 ED3579'NORTHEAST ANGLE OF A ROAD LEFT LEADING TO THE AMOCO PLANT.  STATION
 ED3579'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 ED3579'45.0 FEET WEST OF THE SOUTHWEST CORNER OF THE STONE SIGN BASE OF THE
 ED3579'NORTHERN MOST ONE OF TWO AMOCO PLANT SIGNS, 27.4 FEET SOUTH OF A
 ED3579'SECURITY LIGHT POST WITH ONE GUY WIRE AND AN ELECTRIC METER MOUNTED
 ED3579'ON A NEARBY POST, 5.5 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 ED3579'CURBING TO AN ACCESS LANE TO NORTHBOUND HIGHWAY 25, 55.0 FEET EAST OF
 ED3579'THE CENTER OF THE NORTHBOUND LANES OF HIGHWAY 25, 61.9 FEET NORTH OF
 ED3579'THE NORTH EDGE OF A CONCRETE CURB AT A PLANTED MEDIAN CENTERED IN THE
 ED3579'ENTRANCE ROAD, 9.4 FEET EAST SOUTHEAST OF A WITNESS POST.  DESCRIBED
 ED3579'BY T. HALL.
 ED3579
 ED3579                          STATION RECOVERY (2000)
 ED3579
 ED3579'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3579'STATION IS LOCATED 7.6 MILES (12.2 KM) SOUTH OF GREENVILLE, 7.8 MILES
 ED3579'(12.6 KM) WEST OF SIMPSONVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3579'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3579'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 ED3579'291 (AUGUSTA ROAD) , U.S.  HIGHWAY 25 AND STATE ROAD 18 (PECAN
 ED3579'TERRACE) , 5.7 MILES (9.2 KM) SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST
 ED3579'ON HIGHWAY 25 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE ROAD
 ED3579'27 (DONALDSON ROAD) AND BRACKEN ROAD RIGHT, CONTINUE ON HIGHWAY 25 FOR
 ED3579'0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE
 ED3579'NORTH EAST ANGLE OF THE ENTRANCE DRIVE TO AMOCO POLYMERS,
 ED3579'INCORPORATED.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3579'0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 37.5 FEET (11.4 M) EAST OF THE
 ED3579'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 27.7 FEET (8.4 M) SOUTH
 ED3579'OF THE POWER POLE WITH A SECURITY LIGHT AND A POWER LINE STUB POLE AND
 ED3579'GUY WIRE ATTACHED, 6.1 FEET (1.9 M) NORTHEAST OF THE NORTHEAST EDGE OF
 ED3579'THE CURBING TO AN ACCESS LANE TO THE NORTHBOUND LANES OF THE HIGHWAY,
 ED3579'44.8 FEET (13.7 M) WEST OF THE SOUTHWEST CORNER OF THE STONE BASE OF
 ED3579'THE NORTH ONE OF TWO AMOCO POLYMERS SIGNS, 9.8 FEET (3.0 M) EAST
 ED3579'SOUTHEAST OF A WITNESS POST.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3580 ***********************************************************************
 ED3580  DESIGNATION -  23 174
 ED3580  PID         -  ED3580
 ED3580  STATE/COUNTY-  SC/GREENVILLE
 ED3580  USGS QUAD   -  GREENVILLE (1983)
 ED3580
 ED3580                         *CURRENT SURVEY CONTROL
 ED3580  ___________________________________________________________________
 ED3580* NAD 83(1986)-  34 45 16.     (N)    082 23 33.     (W)     SCALED    
 ED3580* NAVD 88     -       281.636  (meters)     924.00   (feet)  ADJUSTED  
 ED3580  ___________________________________________________________________
 ED3580  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED3580  DYNAMIC HT  -         281.350 (meters)     923.06  (feet)  COMP
 ED3580  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 ED3580
 ED3580  VERT ORDER  -  FIRST     CLASS II
 ED3580
 ED3580.The horizontal coordinates were scaled from a topographic map and have
 ED3580.an estimated accuracy of +/- 6 seconds.
 ED3580
 ED3580.The orthometric height was determined by differential leveling
 ED3580.and adjusted by the National Geodetic Survey in August 1993..
 ED3580
 ED3580.The geoid height was determined by GEOID03.
 ED3580
 ED3580.The dynamic height is computed by dividing the NAVD 88
 ED3580.geopotential number by the normal gravity value computed on the
 ED3580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3580.degrees latitude (g = 980.6199 gals.).
 ED3580
 ED3580.The modeled gravity was interpolated from observed gravity values.
 ED3580
 ED3580;                    North         East    Units  Estimated Accuracy
 ED3580;SPC SC       -   324,810.      482,110.      MT  (+/- 180 meters Scaled)
 ED3580
 ED3580                          SUPERSEDED SURVEY CONTROL
 ED3580
 ED3580  NGVD 29 (12/12/91)  281.729  (m)          924.31   (f) ADJUSTED    1 2
 ED3580
 ED3580.Superseded values are not recommended for survey control.
 ED3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3580.See file dsdata.txt to determine how the superseded data were derived.
 ED3580
 ED3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU725466(NAD 83)
 ED3580_MARKER: DD = SURVEY DISK
 ED3580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3580_SP_SET: CONCRETE POST
 ED3580_STAMPING: 23 174 1991
 ED3580_MARK LOGO: SCGS  
 ED3580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3580+STABILITY: SURFACE MOTION
 ED3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3580+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED3580
 ED3580  HISTORY     - Date     Condition        Report By
 ED3580  HISTORY     - 1991     MONUMENTED       SCGS
 ED3580  HISTORY     - 20000711 GOOD             SCGS
 ED3580
 ED3580                          STATION DESCRIPTION
 ED3580
 ED3580'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3580'STATION IS LOCATED 5.0 MILES SOUTHWEST OF MAULDIN, 6.5 MILES SOUTH OF
 ED3580'GREENVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED3580'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 ED3580'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 BUSINESS (AUGUSTA
 ED3580'ROAD), 25 BYPASS (WHITE HORSE ROAD) AND STATE ROAD 18, 5.5 MILES
 ED3580'SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 25 FOR 1.1 MILES
 ED3580'TO THE JUNCTION OF BEECHTREE BOULEVARD RIGHT AND THE STATION IN THE
 ED3580'SOUTHWEST ANGLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3580'AND LEVEL WITH THE HIGHWAY, 98.5 FEET SOUTH SOUTHWEST OF THE CENTER
 ED3580'OF BEECHTREE BOULEVARD, 11.0 FEET WEST OF THE EAST EDGE OF THE CURB
 ED3580'OF THE HIGHWAY, 12.7 FEET WEST SOUTHWEST OF THE CENTER OF A METAL MAN
 ED3580'HOLE COVER SET INTO THE CURB, 50.0 FEET SOUTHEAST OF THE SOUTHEAST
 ED3580'CORNER OF BRICKWORK OF A SIGN FOR BEECHTREE BUSINESS PARK.  DESCRIBED
 ED3580'BY T. HALL.
 ED3580
 ED3580                          STATION RECOVERY (2000)
 ED3580
 ED3580'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3580'STATION IS LOCATED 4.95 MILES (7.97 KM) WEST SOUTHWEST OF MAULDIN, 6.8
 ED3580'MILES (10.9 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3580'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3580'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 ED3580'291 (AUGUSTA ROAD) , U.S.  HIGHWAY 25 AND STATE ROAD 18 (PECAN
 ED3580'TERRACE) , 5.7 MILES (9.2 KM) SOUTH OF GREENVILLE, GO SOUTH SOUTHEAST
 ED3580'ON HIGHWAY 25 FOR 1.1 MILES (1.8 KM) TO THE STATION ON THE RIGHT IN
 ED3580'THE SOUTHWEST ANGLE OF THE JUNCTION OF BEECHTREE BOULEVARD. STATION IS
 ED3580'A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM)
 ED3580'ABOVE THE HIGHWAY, 11.0 FEET (3.4 M) WEST NORTHWEST OF THE EAST EDGE
 ED3580'OF THE CURB OF THE HIGHWAY, 12.8 FEET (3.9 M) WEST SOUTHWEST OF A
 ED3580'METAL MANHOLE COVER SET INTO THE CURB, 49.9 FEET (15.2 M) SOUTH
 ED3580'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK SIGN FOR BEECHTREE
 ED3580'BUSINESS PARK, 98.7 FEET (30.1 M) SOUTH SOUTHWEST OF THE CENTER OF
 ED3580'BEECHTREE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3581 ***********************************************************************
 ED3581  DESIGNATION -  23 175
 ED3581  PID         -  ED3581
 ED3581  STATE/COUNTY-  SC/GREENVILLE
 ED3581  USGS QUAD   -  GREENVILLE (1983)
 ED3581
 ED3581                         *CURRENT SURVEY CONTROL
 ED3581  ___________________________________________________________________
 ED3581* NAD 83(2001)-  34 46 13.24416(N)    082 23 11.69845(W)     ADJUSTED  
 ED3581* NAVD 88     -       290.784  (meters)     954.01   (feet)  ADJUSTED  
 ED3581  ___________________________________________________________________
 ED3581  X           -     694,930.233 (meters)                     COMP
 ED3581  Y           -  -5,198,972.695 (meters)                     COMP
 ED3581  Z           -   3,617,115.852 (meters)                     COMP
 ED3581  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ED3581  ELLIP HEIGHT-         259.74  (meters)          (03/13/03) GPS OBS
 ED3581  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ED3581  DYNAMIC HT  -         290.488 (meters)     953.04  (feet)  COMP
 ED3581  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 ED3581
 ED3581  HORZ ORDER  -  FIRST
 ED3581  VERT ORDER  -  FIRST     CLASS II
 ED3581  ELLP ORDER  -  FOURTH    CLASS II
 ED3581
 ED3581.The horizontal coordinates were established by GPS observations
 ED3581.and adjusted by the National Geodetic Survey in March 2003..
 ED3581
 ED3581.The orthometric height was determined by differential leveling
 ED3581.and adjusted by the National Geodetic Survey in August 1993..
 ED3581
 ED3581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3581
 ED3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3581
 ED3581.The ellipsoidal height was determined by GPS observations
 ED3581.and is referenced to NAD 83.
 ED3581
 ED3581.The geoid height was determined by GEOID03.
 ED3581
 ED3581.The dynamic height is computed by dividing the NAVD 88
 ED3581.geopotential number by the normal gravity value computed on the
 ED3581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3581.degrees latitude (g = 980.6199 gals.).
 ED3581
 ED3581.The modeled gravity was interpolated from observed gravity values.
 ED3581
 ED3581;                    North         East     Units Scale Factor Converg.
 ED3581;SPC SC       -   326,570.108   482,675.322   MT  0.99997822   -0 46 07.4
 ED3581;SPC SC       - 1,071,424.24  1,583,580.45   iFT  0.99997822   -0 46 07.4
 ED3581;UTM  17      - 3,848,451.432   373,115.156   MT  0.99979843   -0 47 27.1
 ED3581
 ED3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3581!SPC SC       -   0.99995923  x   0.99997822  =   0.99993745
 ED3581!UTM  17      -   0.99995923  x   0.99979843  =   0.99975767
 ED3581
 ED3581                          SUPERSEDED SURVEY CONTROL
 ED3581
 ED3581  NAD 83(1986)-  34 46 13.25279(N)    082 23 11.69953(W) AD(       ) 1
 ED3581  NAD 83(1995)-  34 46 13.24426(N)    082 23 11.69849(W) AD(       ) 1
 ED3581  ELLIP H (04/18/02)  259.74   (m)                       GP(       ) 4 1
 ED3581  NAVD 88 (04/18/02)  290.78   (m)          954.0    (f) LEVELING    3  
 ED3581  NGVD 29 (12/12/91)  290.877  (m)          954.32   (f) ADJUSTED    1 2
 ED3581
 ED3581.Superseded values are not recommended for survey control.
 ED3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3581.See file dsdata.txt to determine how the superseded data were derived.
 ED3581
 ED3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7311548451(NAD 83)
 ED3581_MARKER: DD = SURVEY DISK
 ED3581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3581_SP_SET: CONCRETE POST
 ED3581_STAMPING: 23 175 1991
 ED3581_MARK LOGO: SCGS  
 ED3581_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3581+STABILITY: SURFACE MOTION
 ED3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3581+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED3581
 ED3581  HISTORY     - Date     Condition        Report By
 ED3581  HISTORY     - 1991     MONUMENTED       SCGS
 ED3581  HISTORY     - 20000711 GOOD             SCGS
 ED3581
 ED3581                          STATION DESCRIPTION
 ED3581
 ED3581'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3581'STATION IS LOCATED IN A GRASSY YARD NEAR A LARGE SIGN FOR NCNB BANK
 ED3581'IN THE EAST ANGLE OF THE JUNCTION OF U.S. HIGHWAYS 25 BUSINESS
 ED3581'(AUGUSTA ROAD), 25 BYPASS (WHITE HORSE ROAD) AND STATE ROAD 18, 5.5
 ED3581'MILES SOUTH OF GREENVILLE.  OWNERSHIP--NCNB, 6151 AUGUSTA ROAD,
 ED3581'GREENVILLE, SC 29605, ATTENTION-JOE SANDERS, PHONE 803-271-5735.
 ED3581'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3581'HIGHWAYS, 54.6 FEET SOUTH SOUTHWEST OF A 7-INCH DOGWOOD TREE, 24.2
 ED3581'FEET NORTHEAST OF A POWER POLE WITH TWO GUY WIRES AND A TRAFFIC
 ED3581'CONTROL BOX ATTACHED, 25.9 FEET WEST OF THE SOUTHWEST CORNER OF THE
 ED3581'SIGN, 31.9 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CURB OF ROAD
 ED3581'18, 28.2 FEET EAST SOUTHEAST OF THE NORTH END OF A 12-INCH CONCRETE
 ED3581'PIPE CULVERT, 127.4 FEET WEST NORTHWEST OF THE SOUTHWEST CORNER OF
 ED3581'THE BANK BUILDING, 24.0 FEET NORTHEAST OF A WITNESS POST.  DESCRIBED
 ED3581'BY T. HALL.
 ED3581
 ED3581                          STATION RECOVERY (2000)
 ED3581
 ED3581'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3581'STATION IS LOCATED NEAR A POWER POLE IN THE EAST ANGLE OF THE JUNCTION
 ED3581'OF U.S.  HIGHWAY 25, STATE HIGHWAY 291 (AUGUSTA ROAD) AND STATE ROAD
 ED3581'18 (PECAN TERRACE) , 4.4 MILES (7.1 KM) WEST OF MAULDIN, 5.7 MILES
 ED3581'(9.2 KM) SOUTH OF GREENVILLE.  OWNERSHIP--BANK OF AMERICA.  STATION IS
 ED3581'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAYS,
 ED3581'24.2 FEET (7.4 M) EAST NORTHEAST OF THE POWER POLE WITH A GUY WIRE AND
 ED3581'A TRAFFIC CONTROL BOX, 27.7 FEET (8.4 M) EAST SOUTHEAST OF THE NORTH
 ED3581'END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH PECAN TERRACE, 32.6
 ED3581'FEET (9.9 M) EAST NORTHEAST OF THE NORTHEAST EDGE OF THE CURB OF PECAN
 ED3581'TERRACE, 32.3 FEET (9.8 M) WEST OF THE SOUTHWEST CORNER OF A METAL
 ED3581'SIGN (BANK OF AMERICA) , 6.7 FEET (2.0 M) NORTH NORTHWEST OF THE
 ED3581'NORTHWEST CORNER OF A 0.4-FOOT BY 0.4-FOOT METAL COVER FOR A
 ED3581'MONITORING WELL PROJECTING 2.5 FEET, (0.8 M) 24.0 FEET (7.3 M) EAST
 ED3581'NORTHEAST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3541 ***********************************************************************
 ED3541  DESIGNATION -  23 176
 ED3541  PID         -  ED3541
 ED3541  STATE/COUNTY-  SC/GREENVILLE
 ED3541  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3541
 ED3541                         *CURRENT SURVEY CONTROL
 ED3541  ___________________________________________________________________
 ED3541* NAD 83(1986)-  34 44 42.     (N)    082 15 31.     (W)     SCALED    
 ED3541* NAVD 88     -       266.653  (meters)     874.84   (feet)  ADJUSTED  
 ED3541  ___________________________________________________________________
 ED3541  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 ED3541  DYNAMIC HT  -         266.383 (meters)     873.96  (feet)  COMP
 ED3541  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 ED3541
 ED3541  VERT ORDER  -  FIRST     CLASS II
 ED3541
 ED3541.The horizontal coordinates were scaled from a topographic map and have
 ED3541.an estimated accuracy of +/- 6 seconds.
 ED3541
 ED3541.The orthometric height was determined by differential leveling
 ED3541.and adjusted by the National Geodetic Survey in August 1993..
 ED3541
 ED3541.The geoid height was determined by GEOID03.
 ED3541
 ED3541.The dynamic height is computed by dividing the NAVD 88
 ED3541.geopotential number by the normal gravity value computed on the
 ED3541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3541.degrees latitude (g = 980.6199 gals.).
 ED3541
 ED3541.The modeled gravity was interpolated from observed gravity values.
 ED3541
 ED3541;                    North         East    Units  Estimated Accuracy
 ED3541;SPC SC       -   323,610.      494,360.      MT  (+/- 180 meters Scaled)
 ED3541
 ED3541                          SUPERSEDED SURVEY CONTROL
 ED3541
 ED3541  NGVD 29 (12/12/91)  266.735  (m)          875.11   (f) ADJUSTED    1 2
 ED3541
 ED3541.Superseded values are not recommended for survey control.
 ED3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3541.See file dsdata.txt to determine how the superseded data were derived.
 ED3541
 ED3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU847454(NAD 83)
 ED3541_MARKER: DD = SURVEY DISK
 ED3541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3541_SP_SET: CONCRETE POST
 ED3541_STAMPING: 23 176 1991
 ED3541_MARK LOGO: SCGS  
 ED3541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3541+STABILITY: SURFACE MOTION
 ED3541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3541+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 ED3541
 ED3541  HISTORY     - Date     Condition        Report By
 ED3541  HISTORY     - 1991     MONUMENTED       SCGS
 ED3541  HISTORY     - 20000724 GOOD             SCGS
 ED3541
 ED3541                          STATION DESCRIPTION
 ED3541
 ED3541'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3541'STATION IS LOCATED IN SIMPSONVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3541'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3541'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3541'HIGHWAYS 14 (MAIN STREET) AND 417 (CURTIS STREET) IN SIMPSONVILLE, GO
 ED3541'NORTH NORTHWEST ON HIGHWAYS 14 AND 417 FOR 0.45 MILE TO THE JUNCTION
 ED3541'OF STATE ROAD 252 (HILLCREST STREET), CONTINUE ON HIGHWAYS 14 AND 417
 ED3541'FOR 0.1 MILE TO THE STATION ON THE RIGHT IN A GRASSY AREA IN FRONT OF
 ED3541'HERITAGE FEDERAL SAVINGS BANK, 0.05 MILE SOUTH SOUTHEAST OF THE
 ED3541'JUNCTION OF STATE ROAD 615 (GARRISON ROAD).  STATION IS A CONCRETE
 ED3541'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 26.8 FEET
 ED3541'SOUTH OF THE SOUTHEAST CORNER OF THE EAST LEG OF THE BANK SIGN, 34.9
 ED3541'FEET NORTH OF THE NORTH EDGE OF THE ENTRANCE DRIVEWAY, 7.1 FEET EAST
 ED3541'NORTHEAST OF THE EAST EDGE OF THE SIDEWALK, 6.0 FEET SOUTH SOUTHEAST
 ED3541'OF A CIRCULAR METAL WATER METER COVER, 67.9 FEET NORTH NORTHWEST OF A
 ED3541'POWER POLE 4/21/25/K, 105.3 FEET SOUTH SOUTHEAST OF A POWER POLE 80/K
 ED3541'WITH 8 GUY WIRES AND A SECURITY LIGHT, 10.9 FEET WEST SOUTHWEST OF
 ED3541'THE WEST EDGE OF THE CONCRETE CURB OF THE PARKING LOT OF THE BANK.
 ED3541'DESCRIBED BY T. HALL.
 ED3541
 ED3541                          STATION RECOVERY (2000)
 ED3541
 ED3541'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3541'STATION IS LOCATED 5.4 MILES (8.7 KM) NORTHWEST OF FOUNTAIN INN, 12.0
 ED3541'MILES (19.3 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED3541'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3541'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3541'HIGHWAYS 14 (MAIN STREET) AND 417 (CURTIS STREET) IN SIMPSONVILLE, GO
 ED3541'NORTH ON HIGHWAYS 14, AND 417 FOR 0.55 MILE (0.89 KM) TO THE STATION
 ED3541'ON THE RIGHT IN A GRASSY AREA IN FRONT OF THE HERITAGE FEDERAL BANK.
 ED3541'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 ED3541'CM) ABOVE THE HIGHWAY, 24.6 FEET (7.5 M) EAST NORTHEAST OF THE CENTER
 ED3541'OF THE NORTHBOUND LANES OF THE HIGHWAYS, 26.9 FEET (8.2 M) SOUTH OF
 ED3541'THE SOUTHEAST CORNER OF THE EAST LEG OF THE BANK SIGN, 6.0 FEET (1.8
 ED3541'M) SOUTH SOUTHEAST THE CENTER OF A CIRCULAR WATER METER COVER, 68.1
 ED3541'FEET (20.8 M) NORTH NORTHWEST OF POWER POLE NUMBER 4/21 25/K WITH A
 ED3541'SECURITY LIGHT ATTACHED, 10.9 FEET (3.3 M) WEST SOUTHWEST OF THE WEST
 ED3541'EDGE OF THE CURB OF THE BANK PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3540 ***********************************************************************
 ED3540  DESIGNATION -  23 177
 ED3540  PID         -  ED3540
 ED3540  STATE/COUNTY-  SC/GREENVILLE
 ED3540  USGS QUAD   -  MAULDIN (1983)
 ED3540
 ED3540                         *CURRENT SURVEY CONTROL
 ED3540  ___________________________________________________________________
 ED3540* NAD 83(1986)-  34 45 05.     (N)    082 15 52.     (W)     SCALED    
 ED3540* NAVD 88     -       274.085  (meters)     899.23   (feet)  ADJUSTED  
 ED3540  ___________________________________________________________________
 ED3540  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ED3540  DYNAMIC HT  -         273.807 (meters)     898.32  (feet)  COMP
 ED3540  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 ED3540
 ED3540  VERT ORDER  -  FIRST     CLASS II
 ED3540
 ED3540.The horizontal coordinates were scaled from a topographic map and have
 ED3540.an estimated accuracy of +/- 6 seconds.
 ED3540
 ED3540.The orthometric height was determined by differential leveling
 ED3540.and adjusted by the National Geodetic Survey in August 1993..
 ED3540
 ED3540.The geoid height was determined by GEOID03.
 ED3540
 ED3540.The dynamic height is computed by dividing the NAVD 88
 ED3540.geopotential number by the normal gravity value computed on the
 ED3540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3540.degrees latitude (g = 980.6199 gals.).
 ED3540
 ED3540.The modeled gravity was interpolated from observed gravity values.
 ED3540
 ED3540;                    North         East    Units  Estimated Accuracy
 ED3540;SPC SC       -   324,320.      493,830.      MT  (+/- 180 meters Scaled)
 ED3540
 ED3540                          SUPERSEDED SURVEY CONTROL
 ED3540
 ED3540  NGVD 29 (12/12/91)  274.166  (m)          899.49   (f) ADJUSTED    1 2
 ED3540
 ED3540.Superseded values are not recommended for survey control.
 ED3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3540.See file dsdata.txt to determine how the superseded data were derived.
 ED3540
 ED3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU842462(NAD 83)
 ED3540_MARKER: DD = SURVEY DISK
 ED3540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3540_SP_SET: CONCRETE POST
 ED3540_STAMPING: 23 177 1991
 ED3540_MARK LOGO: SCGS  
 ED3540_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3540+STABILITY: SURFACE MOTION
 ED3540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3540+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 ED3540
 ED3540  HISTORY     - Date     Condition        Report By
 ED3540  HISTORY     - 1991     MONUMENTED       SCGS
 ED3540  HISTORY     - 20000724 GOOD             SCGS
 ED3540
 ED3540                          STATION DESCRIPTION
 ED3540
 ED3540'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3540'STATION IS LOCATED 1.15 MILES NORTH NORTHWEST OF SIMPSONVILLE.
 ED3540'OWNERSHIP--NICK KARAYANNIS, 811 NORTHEAST MAIN STREET, SIMPSONVILLE,
 ED3540'SC 29681.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED3540'14 AND 417 AT THE NORTHWEST EDGE OF SIMPSONVILLE, GO SOUTH SOUTHEAST
 ED3540'ON HIGHWAY 14 AND 417 FOR 0.35 MILE TO THE ENTRANCE DRIVEWAY RIGHT TO
 ED3540'PETES RESTAURANT AND THE STATION IN THE SOUTHWEST ANGLE.  STATION IS
 ED3540'A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET ABOVE THE HIGHWAY,
 ED3540'16.7 FEET NORTHEAST OF THE EAST CORNER OF A CONCRETE BASE OF A PAY
 ED3540'TELEPHONE BOOTH, 90.0 FEET NORTH OF THE NORTHEAST CORNER OF PETES
 ED3540'RESTAURANT SUN ROOM ADDITION, 19.6 FEET SOUTH SOUTHWEST OF A POWER
 ED3540'POLE WITH A TRANSFORMER AND A STREET LIGHT, 22.2 FEET WEST SOUTHWEST
 ED3540'OF THE SOUTHWEST EDGE OF THE CURB OF THE HIGHWAY, 16.9 FEET WEST OF
 ED3540'THE CENTER OF A METAL WATER METER COVER, 19.8 FEET SOUTH SOUTHWEST OF
 ED3540'A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3540
 ED3540                          STATION RECOVERY (2000)
 ED3540
 ED3540'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3540'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTH NORTHWEST OF SIMPSONVILLE,
 ED3540'10.1 MILES (16.3 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--NICK
 ED3540'KARAYANNIS, 811 NORTHEAST MAIN STREET, SIMPSONVILLE, SC 29681.  TO
 ED3540'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 (MAIN STREET)
 ED3540'AND 417 (CURTIS STREET) IN SIMPSONVILLE, GO NORTH ON HIGHWAYS 14 AND
 ED3540'417 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF COTHRAN DRIVE LEFT,
 ED3540'CONTINUE ON HIGHWAYS 14 AND 417 FOR 0.1 MILE (0.2 KM) TO THE STATION
 ED3540'ON THE LEFT IN A GRASSY AREA NEXT TO PETES RESTAURANT. STATION IS A
 ED3540'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 5.0 FEET (1.5 M) ABOVE
 ED3540'THE HIGHWAY, 35.7 FEET (10.9 M) SOUTHWEST OF THE CENTER OF THE
 ED3540'SOUTHBOUND LANES OF THE HIGHWAYS, 28.7 FEET (8.7 M) NORTH NORTHWEST OF
 ED3540'THE CENTER OF THE DRIVEWAY TO PETES RESTAURANT, 19.9 FEET (6.1 M)
 ED3540'SOUTH SOUTHWEST OF POWER POLE NUMBER 4/38 WITH A TRANSFORMER AND A
 ED3540'SECURITY LIGHT ATTACHED, 52.3 FEET (15.9 M) EAST NORTHEAST OF A
 ED3540'SECURITY LIGHT POLE WITH A TRANSFORMER AND A SCGS REFERENCE WASHER
 ED3540'ATTACHED, 83.9 FEET (25.6 M) NORTHWEST OF POWER POLE NUMBER 4/36 1/2
 ED3540'WITH THREE TRANSFORMERS ATTACHED, 19.7 FEET (6.0 M) SOUTH SOUTHWEST OF
 ED3540'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3539 ***********************************************************************
 ED3539  DESIGNATION -  23 178
 ED3539  PID         -  ED3539
 ED3539  STATE/COUNTY-  SC/GREENVILLE
 ED3539  USGS QUAD   -  MAULDIN (1983)
 ED3539
 ED3539                         *CURRENT SURVEY CONTROL
 ED3539  ___________________________________________________________________
 ED3539* NAD 83(1986)-  34 46 08.     (N)    082 17 10.     (W)     SCALED    
 ED3539* NAVD 88     -       276.848  (meters)     908.29   (feet)  ADJUSTED  
 ED3539  ___________________________________________________________________
 ED3539  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 ED3539  DYNAMIC HT  -         276.567 (meters)     907.37  (feet)  COMP
 ED3539  MODELED GRAV-     979,613.8   (mgal)                       NAVD 88
 ED3539
 ED3539  VERT ORDER  -  FIRST     CLASS II
 ED3539
 ED3539.The horizontal coordinates were scaled from a topographic map and have
 ED3539.an estimated accuracy of +/- 6 seconds.
 ED3539
 ED3539.The orthometric height was determined by differential leveling
 ED3539.and adjusted by the National Geodetic Survey in August 1993..
 ED3539
 ED3539.The geoid height was determined by GEOID03.
 ED3539
 ED3539.The dynamic height is computed by dividing the NAVD 88
 ED3539.geopotential number by the normal gravity value computed on the
 ED3539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3539.degrees latitude (g = 980.6199 gals.).
 ED3539
 ED3539.The modeled gravity was interpolated from observed gravity values.
 ED3539
 ED3539;                    North         East    Units  Estimated Accuracy
 ED3539;SPC SC       -   326,290.      491,870.      MT  (+/- 180 meters Scaled)
 ED3539
 ED3539                          SUPERSEDED SURVEY CONTROL
 ED3539
 ED3539  NGVD 29 (12/12/91)  276.930  (m)          908.56   (f) ADJUSTED    1 2
 ED3539
 ED3539.Superseded values are not recommended for survey control.
 ED3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3539.See file dsdata.txt to determine how the superseded data were derived.
 ED3539
 ED3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU823481(NAD 83)
 ED3539_MARKER: DD = SURVEY DISK
 ED3539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3539_SP_SET: CONCRETE POST
 ED3539_STAMPING: 23 178 1991
 ED3539_MARK LOGO: SCGS  
 ED3539_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3539+STABILITY: SURFACE MOTION
 ED3539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3539+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 ED3539
 ED3539  HISTORY     - Date     Condition        Report By
 ED3539  HISTORY     - 1991     MONUMENTED       SCGS
 ED3539  HISTORY     - 20000724 GOOD             SCGS
 ED3539
 ED3539                          STATION DESCRIPTION
 ED3539
 ED3539'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3539'STATION IS LOCATED 1.5 MILES SOUTHEAST MAULDIN, 2.9 MILES NORTHWEST
 ED3539'OF SIMPSONVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED3539'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 ED3539'STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 385 AND STATE
 ED3539'HIGHWAY 417, 2.0 MILES SOUTHEAST OF MAULDIN, GO NORTHWEST ON HIGHWAY
 ED3539'417 FOR 0.5 MILE TO THE ENTRANCE DRIVEWAY TO THE CHURCH OF GOD HOME
 ED3539'FOR CHILDREN AND THE STATION IN FRONT OF THE BRICK SIGN IN BETWEEN
 ED3539'THE ENTRANCE/EXIT DRIVES.  STATION IS A CONCRETE POST RECESSED 1-INCH
 ED3539'AND 3.5 FEET ABOVE THE HIGHWAY, 48.0 FEET NORTH NORTHEAST OF THE
 ED3539'CENTER OF THE HIGHWAY, 5.9 FEET SOUTH SOUTHWEST OF THE SOUTH CORNER
 ED3539'OF THE BRICK SIGN, 49.5 FEET WEST NORTHWEST OF THE CENTER OF THE
 ED3539'ENTRANCE DRIVE, 42.0 FEET EAST SOUTHEAST OF THE CENTER OF THE EXIT
 ED3539'DRIVE, 20.1 FEET WEST SOUTHWEST OF A WATER FAUCETT WITH A CONCRETE
 ED3539'BASE.  DESCRIBED BY T. HALL.
 ED3539
 ED3539                          STATION RECOVERY (2000)
 ED3539
 ED3539'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3539'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHWEST OF SIMPSONVILLE, 8.4
 ED3539'MILES (13.5 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED3539'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3539'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED3539'INTERSTATE HIGHWAY 385 (EXIT 29) AND STATE HIGHWAY 417 (NORTHEAST MAIN
 ED3539'STREET) 2.0 MILES (3.2 KM) SOUTHEAST OF MAULDIN, GO NORTHWEST ON
 ED3539'HIGHWAY 417 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE RIGHT NEAR A
 ED3539'BRICK SIGN AND BETWEEN THE ENTRANCE AND EXIT DRIVEWAYS FOR THE CHURCH
 ED3539'OF GOD HOME FOR CHILDREN.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3539'GROUND AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY, 5.9 FEET (1.8 M)
 ED3539'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK SIGN, 20.1 FEET (6.1 M)
 ED3539'WEST SOUTHWEST OF A FAUCET WITH A CONCRETE BASE, 13.9 FEET (4.2 M)
 ED3539'SOUTHEAST OF A FLOODLIGHT WITH A CONCRETE BASE, 21.3 FEET (6.5 M) WEST
 ED3539'NORTHWEST OF A METAL LAMP POST, 65.5 FEET (20.0 M) NORTHWEST OF A
 ED3539'POWER POLE WITH A TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3538 ***********************************************************************
 ED3538  DESIGNATION -  23 179
 ED3538  PID         -  ED3538
 ED3538  STATE/COUNTY-  SC/GREENVILLE
 ED3538  USGS QUAD   -  MAULDIN (1983)
 ED3538
 ED3538                         *CURRENT SURVEY CONTROL
 ED3538  ___________________________________________________________________
 ED3538* NAD 83(1986)-  34 46 17.     (N)    082 17 35.     (W)     SCALED    
 ED3538* NAVD 88     -       287.579  (meters)     943.50   (feet)  ADJUSTED  
 ED3538  ___________________________________________________________________
 ED3538  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 ED3538  DYNAMIC HT  -         287.287 (meters)     942.54  (feet)  COMP
 ED3538  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 ED3538
 ED3538  VERT ORDER  -  FIRST     CLASS II
 ED3538
 ED3538.The horizontal coordinates were scaled from a topographic map and have
 ED3538.an estimated accuracy of +/- 6 seconds.
 ED3538
 ED3538.The orthometric height was determined by differential leveling
 ED3538.and adjusted by the National Geodetic Survey in August 1993..
 ED3538
 ED3538.The geoid height was determined by GEOID03.
 ED3538
 ED3538.The dynamic height is computed by dividing the NAVD 88
 ED3538.geopotential number by the normal gravity value computed on the
 ED3538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3538.degrees latitude (g = 980.6199 gals.).
 ED3538
 ED3538.The modeled gravity was interpolated from observed gravity values.
 ED3538
 ED3538;                    North         East    Units  Estimated Accuracy
 ED3538;SPC SC       -   326,580.      491,240.      MT  (+/- 180 meters Scaled)
 ED3538
 ED3538                          SUPERSEDED SURVEY CONTROL
 ED3538
 ED3538  NGVD 29 (12/12/91)  287.662  (m)          943.77   (f) ADJUSTED    1 2
 ED3538
 ED3538.Superseded values are not recommended for survey control.
 ED3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3538.See file dsdata.txt to determine how the superseded data were derived.
 ED3538
 ED3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU816484(NAD 83)
 ED3538_MARKER: DD = SURVEY DISK
 ED3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3538_SP_SET: CONCRETE POST
 ED3538_STAMPING: 23 179 1991
 ED3538_MARK LOGO: SCGS  
 ED3538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3538+STABILITY: SURFACE MOTION
 ED3538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3538+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 ED3538
 ED3538  HISTORY     - Date     Condition        Report By
 ED3538  HISTORY     - 1991     MONUMENTED       SCGS
 ED3538  HISTORY     - 20000724 GOOD             SCGS
 ED3538
 ED3538                          STATION DESCRIPTION
 ED3538
 ED3538'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3538'STATION IS LOCATED 1.0 MILE SOUTH SOUTHEAST MAULDIN.
 ED3538'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3538'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3538'THE JUNCTION OVERPASS OF U.S. HIGHWAY 276 AND STATE HIGHWAY 417
 ED3538'(SOUTH MAIN STREET) IN MAULDIN, GO EAST SOUTHEAST ON HIGHWAY 417 FOR
 ED3538'0.6 MILE TO THE JUNCTION OF CENTRAL AVENUE LEFT AND THE STATION NEAR
 ED3538'A FIRE HYDRANT IN THE NORTH ANGLE.  STATION IS A CONCRETE POST FLUSH
 ED3538'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 44.4 FEET NORTH NORTHEAST
 ED3538'OF THE CENTER OF THE HIGHWAY, 6.8 FEET NORTH OF THE FIRE HYDRANT,
 ED3538'27.4 FEET WEST NORTHWEST OF THE CENTER OF THE AVENUE, 103.4 FEET EAST
 ED3538'SOUTHEAST OF A POWER POLE 50/N, 20.3 FEET WEST SOUTHWEST OF A WITNESS
 ED3538'POST.  DESCRIBED BY T. HALL.
 ED3538
 ED3538                          STATION RECOVERY (2000)
 ED3538
 ED3538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3538'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTHWEST OF SIMPSONVILLE, 7.9
 ED3538'MILES (12.7 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED3538'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3538'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED3538'STATE HIGHWAY 417 AND U.S.  HIGHWAY 276 IN MAULDIN, GO SOUTHEAST ON
 ED3538'HIGHWAY 417 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE LEFT NEAR A
 ED3538'FIRE HYDRANT IN THE NORTHWEST ANGLE OF CENTRAL AVENUE.  STATION IS A
 ED3538'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY,
 ED3538'7.3 FEET (2.2 M) NORTH OF A FIRE HYDRANT, 27.9 FEET (8.5 M) NORTHEAST
 ED3538'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 26.6 FEET (8.1
 ED3538'M) WEST NORTHWEST OF THE CENTER OF CENTRAL AVENUE, 105.7 FEET (32.2 M)
 ED3538'EAST SOUTHEAST OF POWER POLE NUMBER 50/N, 20.2 FEET (6.2 M) WEST
 ED3538'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3537 ***********************************************************************
 ED3537  DESIGNATION -  23 180
 ED3537  PID         -  ED3537
 ED3537  STATE/COUNTY-  SC/GREENVILLE
 ED3537  USGS QUAD   -  MAULDIN (1983)
 ED3537
 ED3537                         *CURRENT SURVEY CONTROL
 ED3537  ___________________________________________________________________
 ED3537* NAD 83(1986)-  34 46 24.     (N)    082 18 01.     (W)     SCALED    
 ED3537* NAVD 88     -       282.822  (meters)     927.89   (feet)  ADJUSTED  
 ED3537  ___________________________________________________________________
 ED3537  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 ED3537  DYNAMIC HT  -         282.535 (meters)     926.95  (feet)  COMP
 ED3537  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 ED3537
 ED3537  VERT ORDER  -  FIRST     CLASS II
 ED3537
 ED3537.The horizontal coordinates were scaled from a topographic map and have
 ED3537.an estimated accuracy of +/- 6 seconds.
 ED3537
 ED3537.The orthometric height was determined by differential leveling
 ED3537.and adjusted by the National Geodetic Survey in August 1993..
 ED3537
 ED3537.The geoid height was determined by GEOID03.
 ED3537
 ED3537.The dynamic height is computed by dividing the NAVD 88
 ED3537.geopotential number by the normal gravity value computed on the
 ED3537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3537.degrees latitude (g = 980.6199 gals.).
 ED3537
 ED3537.The modeled gravity was interpolated from observed gravity values.
 ED3537
 ED3537;                    North         East    Units  Estimated Accuracy
 ED3537;SPC SC       -   326,800.      490,580.      MT  (+/- 180 meters Scaled)
 ED3537
 ED3537                          SUPERSEDED SURVEY CONTROL
 ED3537
 ED3537  NGVD 29 (12/12/91)  282.907  (m)          928.17   (f) ADJUSTED    1 2
 ED3537
 ED3537.Superseded values are not recommended for survey control.
 ED3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3537.See file dsdata.txt to determine how the superseded data were derived.
 ED3537
 ED3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU810486(NAD 83)
 ED3537_MARKER: DD = SURVEY DISK
 ED3537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3537_SP_SET: CONCRETE POST
 ED3537_STAMPING: 23 180 1991
 ED3537_MARK LOGO: SCGS  
 ED3537_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3537+STABILITY: SURFACE MOTION
 ED3537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3537+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 ED3537
 ED3537  HISTORY     - Date     Condition        Report By
 ED3537  HISTORY     - 1991     MONUMENTED       SCGS
 ED3537  HISTORY     - 20000724 GOOD             SCGS
 ED3537
 ED3537                          STATION DESCRIPTION
 ED3537
 ED3537'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3537'STATION IS LOCATED 0.65 MILE SOUTH SOUTHEAST MAULDIN.
 ED3537'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3537'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3537'THE JUNCTION OVERPASS OF U.S. HIGHWAY 276 AND STATE HIGHWAY 417
 ED3537'(SOUTH MAIN STREET) IN MAULDIN, GO EAST SOUTHEAST ON HIGHWAY 417 FOR
 ED3537'0.15 MILE TO THE JUNCTION OF STATE ROAD 879 (BON AIR STREET) AND THE
 ED3537'STATION IN THE NORTHEAST ANGLE.  STATION IS A CONCRETE POST FLUSH
 ED3537'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 5.0 FEET NORTH NORTHEAST
 ED3537'OF THE NORTH EDGE OF THE CURB OF THE HIGHWAY, 39.5 FEET EAST
 ED3537'SOUTHEAST OF THE CENTER OF ROAD 879, 21.5 FEET SOUTHEAST OF A POWER
 ED3537'POLE WITH 4 GUY WIRES AND A STREET LIGHT, 3.4 FEET EAST SOUTHEAST OF
 ED3537'THE EAST EDGE OF A CONCRETE SIDEWALK, 104.6 FEET WEST NORTHWEST OF A
 ED3537'STREET LAMP POST, 15.3 FEET EAST SOUTHEAST OF A WITNESS POST.
 ED3537'DESCRIBED BY T. HALL.
 ED3537
 ED3537                          STATION RECOVERY (2000)
 ED3537
 ED3537'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3537'STATION IS LOCATED 3.7 MILES (6.0 KM) NORTHWEST OF SIMPSONVILLE, 7.4
 ED3537'MILES (11.9 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED3537'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3537'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED3537'STATE HIGHWAY 417 AND U.S.  HIGHWAY 276 IN MAULDIN, GO SOUTHEAST ON
 ED3537'HIGHWAY 417 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR A
 ED3537'SET OF CONCRETE STEPS IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE
 ED3537'ROAD 879 (BON AIR STREET) .  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3537'GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 17.9 FEET (5.5 M)
 ED3537'NORTH NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 ED3537'39.3 FEET (12.0 M) EAST SOUTHEAST OF THE CENTER OF THE STREET, 3.6
 ED3537'FEET (1.1 M) EAST SOUTHEAST OF THE EAST EDGE OF A SIDEWALK, 21.6 FEET
 ED3537'(6.6 M) SOUTHEAST OF A POWER POLE WITH FOUR GUY WIRES AND A SECURITY
 ED3537'LIGHT, 104.8 FEET (31.9 M) WEST NORTHWEST OF A METAL STREET LAMP POST,
 ED3537'15.3 FEET (4.7 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3536 ***********************************************************************
 ED3536  DESIGNATION -  23 181
 ED3536  PID         -  ED3536
 ED3536  STATE/COUNTY-  SC/GREENVILLE
 ED3536  USGS QUAD   -  MAULDIN (1983)
 ED3536
 ED3536                         *CURRENT SURVEY CONTROL
 ED3536  ___________________________________________________________________
 ED3536* NAD 83(2001)-  34 46 38.10042(N)    082 18 32.48702(W)     ADJUSTED  
 ED3536* NAVD 88     -       282.614  (meters)     927.21   (feet)  ADJUSTED  
 ED3536  ___________________________________________________________________
 ED3536  X           -     701,907.842 (meters)                     COMP
 ED3536  Y           -  -5,197,587.616 (meters)                     COMP
 ED3536  Z           -   3,617,740.370 (meters)                     COMP
 ED3536  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 ED3536  ELLIP HEIGHT-         251.54  (meters)          (03/13/03) GPS OBS
 ED3536  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 ED3536  DYNAMIC HT  -         282.327 (meters)     926.27  (feet)  COMP
 ED3536  MODELED GRAV-     979,612.6   (mgal)                       NAVD 88
 ED3536
 ED3536  HORZ ORDER  -  FIRST
 ED3536  VERT ORDER  -  FIRST     CLASS II
 ED3536  ELLP ORDER  -  FOURTH    CLASS II
 ED3536
 ED3536.The horizontal coordinates were established by GPS observations
 ED3536.and adjusted by the National Geodetic Survey in March 2003..
 ED3536
 ED3536.The orthometric height was determined by differential leveling
 ED3536.and adjusted by the National Geodetic Survey in August 1993..
 ED3536
 ED3536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3536
 ED3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3536
 ED3536.The ellipsoidal height was determined by GPS observations
 ED3536.and is referenced to NAD 83.
 ED3536
 ED3536.The geoid height was determined by GEOID03.
 ED3536
 ED3536.The dynamic height is computed by dividing the NAVD 88
 ED3536.geopotential number by the normal gravity value computed on the
 ED3536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3536.degrees latitude (g = 980.6199 gals.).
 ED3536
 ED3536.The modeled gravity was interpolated from observed gravity values.
 ED3536
 ED3536;                    North         East     Units Scale Factor Converg.
 ED3536;SPC SC       -   327,243.404   489,784.184   MT  0.99998055   -0 43 32.6
 ED3536;SPC SC       - 1,073,633.22  1,606,903.49   iFT  0.99998055   -0 43 32.6
 ED3536;UTM  17      - 3,849,121.922   380,222.907   MT  0.99977682   -0 44 48.3
 ED3536
 ED3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3536!SPC SC       -   0.99996052  x   0.99998055  =   0.99994107
 ED3536!UTM  17      -   0.99996052  x   0.99977682  =   0.99973735
 ED3536
 ED3536                          SUPERSEDED SURVEY CONTROL
 ED3536
 ED3536  NAD 83(1986)-  34 46 38.10962(N)    082 18 32.48729(W) AD(       ) 1
 ED3536  NAD 83(1995)-  34 46 38.10090(N)    082 18 32.48733(W) AD(       ) 1
 ED3536  ELLIP H (04/18/02)  251.58   (m)                       GP(       ) 4 1
 ED3536  NAVD 88 (04/18/02)  282.61   (m)          927.2    (f) LEVELING    3  
 ED3536  NGVD 29 (12/12/91)  282.700  (m)          927.49   (f) ADJUSTED    1 2
 ED3536
 ED3536.Superseded values are not recommended for survey control.
 ED3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3536.See file dsdata.txt to determine how the superseded data were derived.
 ED3536
 ED3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8022349122(NAD 83)
 ED3536_MARKER: DD = SURVEY DISK
 ED3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3536_SP_SET: CONCRETE POST
 ED3536_STAMPING: 23 181 1991
 ED3536_MARK LOGO: SCGS  
 ED3536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3536+STABILITY: SURFACE MOTION
 ED3536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3536+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 ED3536
 ED3536  HISTORY     - Date     Condition        Report By
 ED3536  HISTORY     - 1991     MONUMENTED       SCGS
 ED3536  HISTORY     - 20000725 GOOD             SCGS
 ED3536
 ED3536                          STATION DESCRIPTION
 ED3536
 ED3536'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3536'STATION IS LOCATED IN MAULDIN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3536'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3536'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3536'U.S. HIGHWAY 276 AND STATE HIGHWAY 417 (SOUTH MAIN STREET) IN
 ED3536'MAULDIN, GO WEST NORTHWEST ON HIGHWAY 276 FOR 0.4 MILE TO THE
 ED3536'JUNCTION OF WHATLEY CIRCLE LEFT AND THE STATION IN THE WEST ANGLE.
 ED3536'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3536'HIGHWAY, 17.4 FEET WEST SOUTHWEST OF THE SOUTHWEST EDGE OF THE CURB
 ED3536'OF THE SIDEWALK ON THE SOUTHWEST SIDE OF THE HIGHWAY, 17.4 FEET SOUTH
 ED3536'OF A POWER POLE WITH A STREET LAMP, 107.5 FEET SOUTHEAST OF THE
 ED3536'SOUTHEAST CORNER OF THE EASTERN MOST LEG OF A K-MART SIGN, 32.9 FEET
 ED3536'NORTH NORTHWEST OF THE CENTER OF WATLEY CIRCLE, 15.5 FEET NORTH OF
 ED3536'THE CENTER OF A DRAIN HOLE COVER, 8.9 FEET WEST NORTHWEST OF A
 ED3536'WITNESS POST AT A STOP SIGN.  DESCRIBED BY T. HALL.
 ED3536
 ED3536                          STATION RECOVERY (2000)
 ED3536
 ED3536'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3536'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTHWEST OF SIMPSONVILLE, 7.0
 ED3536'MILES (11.3 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED3536'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3536'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 ED3536'HIGHWAY 276 AND STATE HIGHWAY 417 IN MAULDIN, GO NORTHWEST ON HIGHWAY
 ED3536'276 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE LEFT IN THE WEST ANGLE
 ED3536'OF THE JUNCTION OF WHATLEY CIRCLE.  STATION IS A CONCRETE POST
 ED3536'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH WHATLEY CIRCLE, 33.8 FEET
 ED3536'(10.3 M) NORTHWEST OF THE CENTER OF WHATLEY CIRCLE, 14.7 FEET (4.5 M)
 ED3536'SOUTH OF A TELEPHONE JUNCTION BOX, 17.6 FEET (5.4 M) SOUTH OF A POWER
 ED3536'POLE WITH A STREET LIGHT, 15.4 FEET (4.7 M) NORTH OF THE CENTER OF A
 ED3536'MANHOLE COVER, 7.8 FEET (2.4 M) WEST NORTHWEST OF A WITNESS POST.
 ED3536'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3535 ***********************************************************************
 ED3535  DESIGNATION -  23 182
 ED3535  PID         -  ED3535
 ED3535  STATE/COUNTY-  SC/GREENVILLE
 ED3535  USGS QUAD   -  MAULDIN (1983)
 ED3535
 ED3535                         *CURRENT SURVEY CONTROL
 ED3535  ___________________________________________________________________
 ED3535* NAD 83(1986)-  34 47 04.     (N)    082 18 45.     (W)     SCALED    
 ED3535* NAVD 88     -       280.835  (meters)     921.37   (feet)  ADJUSTED  
 ED3535  ___________________________________________________________________
 ED3535  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 ED3535  DYNAMIC HT  -         280.550 (meters)     920.44  (feet)  COMP
 ED3535  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 ED3535
 ED3535  VERT ORDER  -  FIRST     CLASS II
 ED3535
 ED3535.The horizontal coordinates were scaled from a topographic map and have
 ED3535.an estimated accuracy of +/- 6 seconds.
 ED3535
 ED3535.The orthometric height was determined by differential leveling
 ED3535.and adjusted by the National Geodetic Survey in August 1993..
 ED3535
 ED3535.The geoid height was determined by GEOID03.
 ED3535
 ED3535.The dynamic height is computed by dividing the NAVD 88
 ED3535.geopotential number by the normal gravity value computed on the
 ED3535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3535.degrees latitude (g = 980.6199 gals.).
 ED3535
 ED3535.The modeled gravity was interpolated from observed gravity values.
 ED3535
 ED3535;                    North         East    Units  Estimated Accuracy
 ED3535;SPC SC       -   328,050.      489,480.      MT  (+/- 180 meters Scaled)
 ED3535
 ED3535                          SUPERSEDED SURVEY CONTROL
 ED3535
 ED3535  NGVD 29 (12/12/91)  280.922  (m)          921.66   (f) ADJUSTED    1 2
 ED3535
 ED3535.Superseded values are not recommended for survey control.
 ED3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3535.See file dsdata.txt to determine how the superseded data were derived.
 ED3535
 ED3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU799499(NAD 83)
 ED3535_MARKER: DD = SURVEY DISK
 ED3535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3535_SP_SET: CONCRETE POST
 ED3535_STAMPING: 23 182 1991
 ED3535_MARK LOGO: SCGS  
 ED3535_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3535+STABILITY: SURFACE MOTION
 ED3535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3535+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 ED3535
 ED3535  HISTORY     - Date     Condition        Report By
 ED3535  HISTORY     - 1991     MONUMENTED       SCGS
 ED3535  HISTORY     - 20000724 GOOD             SCGS
 ED3535
 ED3535                          STATION DESCRIPTION
 ED3535
 ED3535'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3535'STATION IS LOCATED 0.45 MILE NORTH NORTHWEST OF MAULDIN.
 ED3535'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3535'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3535'THE JUNCTION OVERPASS OF U.S. HIGHWAY 276 AND STATE HIGHWAY 417
 ED3535'(SOUTH MAIN STREET) IN MAULDIN, GO WEST NORTHWEST ON HIGHWAY 276 FOR
 ED3535'0.95 MILE TO THE STATION ON THE LEFT IN A GRASSY AREA IN FRONT OF THE
 ED3535'GOLDEN STRIP SHOPPING CENTER AND IN LINE WITH THE NORTH WALL OF A
 ED3535'CONCRETE BLOCK BUILDING (CAR WASH) ACROSS THE HIGHWAY.  STATION IS A
 ED3535'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 59.5
 ED3535'FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF A BRICK FOUNDATION TO
 ED3535'A SIGN FOR THE SHOPPING CENTER, 5.8 FEET WEST OF THE WEST EDGE OF THE
 ED3535'SIDEWALK, 7.5 FEET EAST OF THE EAST EDGE OF A BRICK RETAINING WALL,
 ED3535'155.5 FEET SOUTH SOUTHEAST OF THE CENTER OF THE NORTH ENTRANCE TO THE
 ED3535'SHOPPING CENTER, 134.0 FEET SOUTH SOUTHEAST OF A POWER POLE WITH A
 ED3535'STREET LIGHT AND A SCGS REFERENCE WASHER ATTACHED, 74.3 FEET NORTH
 ED3535'NORTHWEST OF A POWER POLE WITH A STREET LIGHT.  DESCRIBED BY T.
 ED3535'HALL.
 ED3535
 ED3535                          STATION RECOVERY (2000)
 ED3535
 ED3535'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3535'STATION IS LOCATED 4.6 MILES (7.4 KM) NORTHWEST OF SIMPSONVILLE, 6.7
 ED3535'MILES (10.8 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED3535'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3535'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED3535'STATE HIGHWAY 417 AND U.S.  HIGHWAY 276 IN MAULDIN, GO NORTHWEST ON
 ED3535'HIGHWAY 417 FOR 0.95 MILE (1.53 KM) TO THE STATION ON THE LEFT NEAR A
 ED3535'SIGN FOR THE GOLDEN STRIP SHOPPING CENTER.  STATION IS A CONCRETE POST
 ED3535'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 5.8 FEET (1.8
 ED3535'M) WEST SOUTHWEST OF THE WEST EDGE OF A SIDEWALK, 7.7 FEET (2.3 M)
 ED3535'EAST NORTHEAST OF THE EAST EDGE OF A BRICK RETAINING WALL, 74.5 FEET
 ED3535'(22.7 M) NORTH OF A POWER POLE WITH A SECURITY LIGHT ATTACHED, 56.4
 ED3535'FEET (17.2 M) NORTH OF THE NORTH CORNER OF THE EAST LEG OF THE
 ED3535'SHOPPING CENTER SIGN, 134.3 FEET (40.9 M) SOUTH SOUTHEAST OF A POWER
 ED3535'POLE WITH A SECURITY LIGHT AND A SCGS REFERENCE WASHER ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3534 ***********************************************************************
 ED3534  DESIGNATION -  23 183
 ED3534  PID         -  ED3534
 ED3534  STATE/COUNTY-  SC/GREENVILLE
 ED3534  USGS QUAD   -  MAULDIN (1983)
 ED3534
 ED3534                         *CURRENT SURVEY CONTROL
 ED3534  ___________________________________________________________________
 ED3534* NAD 83(1986)-  34 47 32.     (N)    082 18 47.     (W)     SCALED    
 ED3534* NAVD 88     -       282.088  (meters)     925.48   (feet)  ADJUSTED  
 ED3534  ___________________________________________________________________
 ED3534  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 ED3534  DYNAMIC HT  -         281.801 (meters)     924.54  (feet)  COMP
 ED3534  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 ED3534
 ED3534  VERT ORDER  -  FIRST     CLASS II
 ED3534
 ED3534.The horizontal coordinates were scaled from a topographic map and have
 ED3534.an estimated accuracy of +/- 6 seconds.
 ED3534
 ED3534.The orthometric height was determined by differential leveling
 ED3534.and adjusted by the National Geodetic Survey in August 1993..
 ED3534
 ED3534.The geoid height was determined by GEOID03.
 ED3534
 ED3534.The dynamic height is computed by dividing the NAVD 88
 ED3534.geopotential number by the normal gravity value computed on the
 ED3534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3534.degrees latitude (g = 980.6199 gals.).
 ED3534
 ED3534.The modeled gravity was interpolated from observed gravity values.
 ED3534
 ED3534;                    North         East    Units  Estimated Accuracy
 ED3534;SPC SC       -   328,910.      489,440.      MT  (+/- 180 meters Scaled)
 ED3534
 ED3534                          SUPERSEDED SURVEY CONTROL
 ED3534
 ED3534  NGVD 29 (12/12/91)  282.176  (m)          925.77   (f) ADJUSTED    1 2
 ED3534
 ED3534.Superseded values are not recommended for survey control.
 ED3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3534.See file dsdata.txt to determine how the superseded data were derived.
 ED3534
 ED3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU798507(NAD 83)
 ED3534_MARKER: DD = SURVEY DISK
 ED3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3534_SP_SET: CONCRETE POST
 ED3534_STAMPING: 23 183 1991
 ED3534_MARK LOGO: SCGS  
 ED3534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3534+STABILITY: SURFACE MOTION
 ED3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3534+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2004
 ED3534
 ED3534  HISTORY     - Date     Condition        Report By
 ED3534  HISTORY     - 1991     MONUMENTED       SCGS
 ED3534  HISTORY     - 20000725 GOOD             SCGS
 ED3534  HISTORY     - 20041229 GOOD             FRELAN
 ED3534
 ED3534                          STATION DESCRIPTION
 ED3534
 ED3534'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3534'STATION IS LOCATED 1.0 MILE NORTHWEST OF MAULDIN.
 ED3534'OWNERSHIP--RAILROAD RIGHT OF WAY.  TO REACH THE STATION FROM THE
 ED3534'JUNCTION OVERPASS OF INTERSTATE 85 AND U.S. HIGHWAY 276 (LAURENS
 ED3534'ROAD), 2.85 MILES NORTHWEST OF MAULDIN, GO SOUTHEAST ON HIGHWAY 276
 ED3534'FOR 1.95 MILES TO A DRIVEWAY LEFT LEADING TO THE ITCO TIRE COMPANY,
 ED3534'TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE TO A RAILROAD CROSSING AND
 ED3534'THE STATION IN THE NORTHEAST ANGLE OF THE CROSSING.  STATION IS A
 ED3534'CONCRETE POST FLUSH WITH THE GROUND AND 0.3 FOOT ABOVE THE DRIVEWAY,
 ED3534'63.8 FEET NORTH OF A POWER POLE WITH 5 GUY WIRES, 27.7 FEET NORTH
 ED3534'NORTHEAST OF THE CENTER OF THE DRIVEWAY, 39.2 FEET EAST OF THE EAST
 ED3534'RAIL OF THE TRACKS, 31.8 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER
 ED3534'OF THE WEST LEG OF A MICHELIN SIGN, 19.5 FEET EAST SOUTHEAST OF THE
 ED3534'SOUTHWEST CHAIN LINK FENCE CORNER POST, 78.6 FEET NORTHWEST OF A FIRE
 ED3534'HYDRANT, 12.4 FEET SOUTH OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3534
 ED3534                          STATION RECOVERY (2000)
 ED3534
 ED3534'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3534'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTHWEST OF SIMPSONVILLE, 6.2
 ED3534'MILES (10.0 KM) SOUTHEAST OF GREENVILLE.  OWNERSHIP--RAILROAD RIGHT OF
 ED3534'WAY.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF INTERSTATE 85
 ED3534'(EXIT 30) AND U.S.  HIGHWAY 276, 2.85 MILES (4.59 KM) NORTHWEST OF
 ED3534'MAULDIN, GO SOUTHEAST ON HIGHWAY 276 FOR 1.9 MILE (3.1 KM) TO THE
 ED3534'STATION ON THE LEFT NEAR A SIGN FOR THE ITCO TIRE COMPANY IN THE
 ED3534'NORTHEAST ANGLE OF A RAILROAD CROSSING.  STATION IS A CONCRETE POST
 ED3534'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 39.3
 ED3534'FEET (12.0 M) EAST OF THE EAST RAIL OF THE RAIL ROAD TRACKS, 27.0 FEET
 ED3534'(8.2 M) NORTH OF THE CENTER OF THE ITCO TIRE COMPANY DRIVEWAY, 32.0
 ED3534'FEET (9.8 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST LEG OF
 ED3534'THE ITCO COMPANY SIGN, 19.7 FEET (6.0 M) SOUTHEAST OF A CHAIN LINK
 ED3534'FENCE CORNER POST, 64.1 FEET (19.5 M) NORTH NORTHWEST OF A POWER POLE
 ED3534'WITH FIVE GUY WIRES, A TRANSFORMER AND TWO SECURITY LIGHTS ATTACHED,
 ED3534'12.5 SOUTH OF A WITNESS POST.
 ED3534
 ED3534                          STATION RECOVERY (2004)
 ED3534
 ED3534'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2004 (JKS)
 ED3534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3533 ***********************************************************************
 ED3533  DESIGNATION -  23 184
 ED3533  PID         -  ED3533
 ED3533  STATE/COUNTY-  SC/GREENVILLE
 ED3533  USGS QUAD   -  MAULDIN (1983)
 ED3533
 ED3533                         *CURRENT SURVEY CONTROL
 ED3533  ___________________________________________________________________
 ED3533* NAD 83(2001)-  34 48 13.12317(N)    082 19 14.19114(W)     ADJUSTED  
 ED3533* NAVD 88     -       288.889  (meters)     947.80   (feet)  ADJUSTED  
 ED3533  ___________________________________________________________________
 ED3533  X           -     700,634.353 (meters)                     COMP
 ED3533  Y           -  -5,196,078.653 (meters)                     COMP
 ED3533  Z           -   3,620,148.787 (meters)                     COMP
 ED3533  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 ED3533  ELLIP HEIGHT-         257.77  (meters)          (03/13/03) GPS OBS
 ED3533  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED3533  DYNAMIC HT  -         288.596 (meters)     946.84  (feet)  COMP
 ED3533  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 ED3533
 ED3533  HORZ ORDER  -  FIRST
 ED3533  VERT ORDER  -  FIRST     CLASS II
 ED3533  ELLP ORDER  -  FOURTH    CLASS II
 ED3533
 ED3533.The horizontal coordinates were established by GPS observations
 ED3533.and adjusted by the National Geodetic Survey in March 2003..
 ED3533
 ED3533.The orthometric height was determined by differential leveling
 ED3533.and adjusted by the National Geodetic Survey in August 1993..
 ED3533
 ED3533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3533
 ED3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3533
 ED3533.The ellipsoidal height was determined by GPS observations
 ED3533.and is referenced to NAD 83.
 ED3533
 ED3533.The geoid height was determined by GEOID03.
 ED3533
 ED3533.The dynamic height is computed by dividing the NAVD 88
 ED3533.geopotential number by the normal gravity value computed on the
 ED3533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3533.degrees latitude (g = 980.6199 gals.).
 ED3533
 ED3533.The modeled gravity was interpolated from observed gravity values.
 ED3533
 ED3533;                    North         East     Units Scale Factor Converg.
 ED3533;SPC SC       -   330,184.810   488,761.323   MT  0.99998958   -0 43 55.7
 ED3533;SPC SC       - 1,083,283.50  1,603,547.65   iFT  0.99998958   -0 43 55.7
 ED3533;UTM  17      - 3,852,063.101   379,201.354   MT  0.99977985   -0 45 13.9
 ED3533
 ED3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3533!SPC SC       -   0.99995954  x   0.99998958  =   0.99994912
 ED3533!UTM  17      -   0.99995954  x   0.99977985  =   0.99973940
 ED3533
 ED3533                          SUPERSEDED SURVEY CONTROL
 ED3533
 ED3533  NAD 83(1986)-  34 48 13.13203(N)    082 19 14.19196(W) AD(       ) 1
 ED3533  NAD 83(1995)-  34 48 13.12370(N)    082 19 14.19154(W) AD(       ) 1
 ED3533  ELLIP H (04/18/02)  257.82   (m)                       GP(       ) 4 1
 ED3533  NAVD 88 (04/18/02)  288.89   (m)          947.8    (f) LEVELING    3  
 ED3533  NGVD 29 (12/12/91)  288.979  (m)          948.09   (f) ADJUSTED    1 2
 ED3533
 ED3533.Superseded values are not recommended for survey control.
 ED3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3533.See file dsdata.txt to determine how the superseded data were derived.
 ED3533
 ED3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7920152063(NAD 83)
 ED3533_MARKER: DD = SURVEY DISK
 ED3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3533_SP_SET: CONCRETE POST
 ED3533_STAMPING: 23 184 1991
 ED3533_MARK LOGO: SCGS  
 ED3533_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3533+STABILITY: SURFACE MOTION
 ED3533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3533+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2004
 ED3533
 ED3533  HISTORY     - Date     Condition        Report By
 ED3533  HISTORY     - 1991     MONUMENTED       SCGS
 ED3533  HISTORY     - 20000725 GOOD             SCGS
 ED3533  HISTORY     - 20041229 GOOD             FRELAN
 ED3533
 ED3533                          STATION DESCRIPTION
 ED3533
 ED3533'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3533'STATION IS LOCATED 1.85 MILES NORTH NORTHWEST OF MAULDIN.
 ED3533'OWNERSHIP--HOLLINGSWORTH COMPANY, ATTENTION-PAULETTE MURPHY, PHONE
 ED3533'803-297-2411.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3533'INTERSTATE 85 AND U.S. HIGHWAY 276 (LAURENS ROAD), 2.85 MILES
 ED3533'NORTHWEST OF MAULDIN, GO SOUTHEAST ON HIGHWAY 276 FOR 1.15 MILES TO A
 ED3533'CROSSOVER ROAD LEFT, TURN LEFT INTO A CIRCULAR DRIVE TO THE STATION
 ED3533'IN THE EAST ANGLE OF THE DRIVE IN THE YARD OF A BRICK BUILDING.
 ED3533'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET ABOVE
 ED3533'THE HIGHWAY, 53.6 FEET EAST OF THE SOUTHEAST EDGE OF A 20-INCH
 ED3533'CONCRETE PIPE CULVERT UNDER THE NORTH EXIT DRIVE, 44.2 FEET SOUTHWEST
 ED3533'OF THE SOUTHWEST CORNER OF THE BUILDING, 8.0 FEET SOUTH SOUTHWEST OF
 ED3533'THE SOUTHWEST EDGE OF THE DRIVEWAY CURBING, 49.1 FEET NORTH NORTHEAST
 ED3533'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 115.1 FEET WEST
 ED3533'NORTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH MOST POST OF A METAL
 ED3533'SIGN, 158.0 FEET WEST NORTHWEST OF A POWER POLE WITH A SCGS REFERENCE
 ED3533'WASHER ATTACHED.  DESCRIBED BY T. HALL.
 ED3533
 ED3533                          STATION RECOVERY (2000)
 ED3533
 ED3533'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3533'STATION IS LOCATED 5.4 MILES (8.7 KM) SOUTHEAST OF GREENVILLE, 5.9
 ED3533'MILES (9.5 KM) NORTHWEST OF SIMPSONVILLE.  OWNERSHIP--HOLLINGSWORTH
 ED3533'COMPANY, 7309 LAURENS ROAD, GREENVILLE, SC 29607, PHONE 864-297-2411.
 ED3533'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED3533'U.S.  HIGHWAY 276 (LAURENS ROAD, EXIT 48) , 2.85 MILES (4.59 KM)
 ED3533'NORTHWEST OF MAULDIN, GO SOUTHEAST ON HIGHWAY 276 FOR 1.15 MILES (1.85
 ED3533'KM) TO THE STATION ON THE LEFT IN THE GRASSY AREA BETWEEN THE HIGHWAY
 ED3533'AND A DRIVEWAY TO A BRICK BUILDING.  STATION IS A CONCRETE POST FLUSH
 ED3533'WITH THE GROUND AND 2.5 FEET (0.8 M) ABOVE THE HIGHWAY, 49.4 FEET
 ED3533'(15.1 M) NORTH NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 ED3533'HIGHWAY, 18.5 FEET (5.6 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 ED3533'DRIVEWAY, 42.3 FEET (12.9 M) SOUTHWEST OF THE WEST CORNER OF A
 ED3533'1.0-FOOT BRICK RETAINING WALL, 73.1 FEET (22.3 M) EAST SOUTHEAST OF A
 ED3533'POWER POLE WITH A TRANSFORMER, 157.8 FEET (48.1 M) WEST NORTHWEST OF A
 ED3533'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 17.3 FEET (5.3 M)
 ED3533'WEST NORTHWEST OF THE NORTHWEST CORNER OF THE GRANITE BASE SUPPORTING
 ED3533'A GRANITE SIGN ENGRAVED (HOLLINGSWORTH EMPLOYMENT OFFICES AN EQUAL
 ED3533'OPPORTUNITY EMPLOYER) .  RECOVERED BY R.P.  MCKEOWN.
 ED3533
 ED3533                          STATION RECOVERY (2004)
 ED3533
 ED3533'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2004 (JKS)
 ED3533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3566 ***********************************************************************
 ED3566  DESIGNATION -  23 185
 ED3566  PID         -  ED3566
 ED3566  STATE/COUNTY-  SC/GREENVILLE
 ED3566  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3566
 ED3566                         *CURRENT SURVEY CONTROL
 ED3566  ___________________________________________________________________
 ED3566* NAD 83(1986)-  34 37 54.     (N)    082 22 14.     (W)     SCALED    
 ED3566* NAVD 88     -       251.249  (meters)     824.31   (feet)  ADJUSTED  
 ED3566  ___________________________________________________________________
 ED3566  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ED3566  DYNAMIC HT  -         250.994 (meters)     823.47  (feet)  COMP
 ED3566  MODELED GRAV-     979,613.0   (mgal)                       NAVD 88
 ED3566
 ED3566  VERT ORDER  -  FIRST     CLASS II
 ED3566
 ED3566.The horizontal coordinates were scaled from a topographic map and have
 ED3566.an estimated accuracy of +/- 6 seconds.
 ED3566
 ED3566.The orthometric height was determined by differential leveling
 ED3566.and adjusted by the National Geodetic Survey in August 1993..
 ED3566
 ED3566.The geoid height was determined by GEOID03.
 ED3566
 ED3566.The dynamic height is computed by dividing the NAVD 88
 ED3566.geopotential number by the normal gravity value computed on the
 ED3566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3566.degrees latitude (g = 980.6199 gals.).
 ED3566
 ED3566.The modeled gravity was interpolated from observed gravity values.
 ED3566
 ED3566;                    North         East    Units  Estimated Accuracy
 ED3566;SPC SC       -   311,170.      483,940.      MT  (+/- 180 meters Scaled)
 ED3566
 ED3566                          SUPERSEDED SURVEY CONTROL
 ED3566
 ED3566  NGVD 29 (12/12/91)  251.345  (m)          824.62   (f) ADJUSTED    1 2
 ED3566
 ED3566.Superseded values are not recommended for survey control.
 ED3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3566.See file dsdata.txt to determine how the superseded data were derived.
 ED3566
 ED3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU743330(NAD 83)
 ED3566_MARKER: DD = SURVEY DISK
 ED3566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3566_SP_SET: CONCRETE POST
 ED3566_STAMPING: 23 185 1991
 ED3566_MARK LOGO: SCGS  
 ED3566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3566+STABILITY: SURFACE MOTION
 ED3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3566+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 ED3566
 ED3566  HISTORY     - Date     Condition        Report By
 ED3566  HISTORY     - 1991     MONUMENTED       SCGS
 ED3566  HISTORY     - 20000712 GOOD             SCGS
 ED3566
 ED3566                          STATION DESCRIPTION
 ED3566
 ED3566'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3566'STATION IS LOCATED 1.15 MILES EAST OF WARE PLACE.  OWNERSHIP--SCDHPT,
 ED3566'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3566'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3566'HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN WARE PLACE, GO NORTHEAST
 ED3566'ON HIGHWAY 418 FOR 1.15 MILES TO THE JUNCTION OF STATE ROAD 459, TURN
 ED3566'RIGHT ON HIGHWAY 418 FOR 0.25 MILE TO THE JUNCTION OF STATE ROAD 454
 ED3566'(HOPKINS ROAD)AND THE STATION IN THE SOUTHEAST ANGLE.  STATION IS A
 ED3566'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 39.0
 ED3566'FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 48.6 FEET NORTH
 ED3566'NORTHEAST OF THE CENTER OF THE ROAD, 39.7 FEET EAST OF THE SOUTHEAST
 ED3566'END OF A 32-INCH CONCRETE PIPE CULVERT BENEATH THE HIGHWAY, 35.5 FEET
 ED3566'WEST OF A POWER POLE WITH GUY WIRE AND TRANSFORMER, 14.4 FEET EAST
 ED3566'SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDISTAL P3-31, 26.6 FEET
 ED3566'EAST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3566
 ED3566                          STATION RECOVERY (2000)
 ED3566
 ED3566'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3566'STATION IS LOCATED 1.2 MILES (1.9 KM) EAST NORTHEAST OF WARE PLACE,
 ED3566'15.3 MILES (24.6 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED3566'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29209, PHONE
 ED3566'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3566'HIGHWAYS 418 (OLD HUNDRED HIGHWAY) , 8 (PELZER HIGHWAY) AND U.S.
 ED3566'HIGHWAY 25 (AUGUSTA ROAD) IN WARE PLACE, GO EAST NORTHEAST ON HIGHWAY
 ED3566'418 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 459 (OLD
 ED3566'HUNDRED ROAD) , TURN RIGHT ON HIGHWAY 418 FOR 0.25 MILES (0.40 KM) TO
 ED3566'THE STATION AHEAD NEAR A CYLINDRICAL TELEPHONE JUNCTION BOX IN THE
 ED3566'SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 454 (HOPKINS ROAD) .
 ED3566'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3566'HIGHWAY, 37.5 FEET (11.4 M) SOUTH OF THE CENTER OF THE HIGHWAY, 48.8
 ED3566'FEET (14.9 M) NORTHEAST OF THE CENTER OF THE ROAD, 3.2 FEET (1.0 M)
 ED3566'SOUTHEAST OF THE TELEPHONE JUNCTION BOX, 33.8 FEET (10.3 M) WEST OF A
 ED3566'POWER POLE WITH GUY WIRE, 33.6 FEET (10.2 M) WEST OF A WITNESS POST.
 ED3566'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3563 ***********************************************************************
 ED3563  DESIGNATION -  23 186
 ED3563  PID         -  ED3563
 ED3563  STATE/COUNTY-  SC/GREENVILLE
 ED3563  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3563
 ED3563                         *CURRENT SURVEY CONTROL
 ED3563  ___________________________________________________________________
 ED3563* NAD 83(1986)-  34 38 32.     (N)    082 19 36.     (W)     SCALED    
 ED3563* NAVD 88     -       241.383  (meters)     791.94   (feet)  ADJUSTED  
 ED3563  ___________________________________________________________________
 ED3563  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 ED3563  DYNAMIC HT  -         241.139 (meters)     791.14  (feet)  COMP
 ED3563  MODELED GRAV-     979,615.7   (mgal)                       NAVD 88
 ED3563
 ED3563  VERT ORDER  -  FIRST     CLASS II
 ED3563
 ED3563.The horizontal coordinates were scaled from a topographic map and have
 ED3563.an estimated accuracy of +/- 6 seconds.
 ED3563
 ED3563.The orthometric height was determined by differential leveling
 ED3563.and adjusted by the National Geodetic Survey in August 1993..
 ED3563
 ED3563.The geoid height was determined by GEOID03.
 ED3563
 ED3563.The dynamic height is computed by dividing the NAVD 88
 ED3563.geopotential number by the normal gravity value computed on the
 ED3563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3563.degrees latitude (g = 980.6199 gals.).
 ED3563
 ED3563.The modeled gravity was interpolated from observed gravity values.
 ED3563
 ED3563;                    North         East    Units  Estimated Accuracy
 ED3563;SPC SC       -   312,290.      487,980.      MT  (+/- 180 meters Scaled)
 ED3563
 ED3563                          SUPERSEDED SURVEY CONTROL
 ED3563
 ED3563  NGVD 29 (12/12/91)  241.478  (m)          792.25   (f) ADJUSTED    1 2
 ED3563
 ED3563.Superseded values are not recommended for survey control.
 ED3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3563.See file dsdata.txt to determine how the superseded data were derived.
 ED3563
 ED3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU784341(NAD 83)
 ED3563_MARKER: DD = SURVEY DISK
 ED3563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3563_SP_SET: CONCRETE POST
 ED3563_STAMPING: 23 186 1991
 ED3563_MARK LOGO: SCGS  
 ED3563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3563+STABILITY: SURFACE MOTION
 ED3563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3563+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 ED3563
 ED3563  HISTORY     - Date     Condition        Report By
 ED3563  HISTORY     - 1991     MONUMENTED       SCGS
 ED3563  HISTORY     - 20000712 GOOD             SCGS
 ED3563
 ED3563                          STATION DESCRIPTION
 ED3563
 ED3563'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3563'STATION IS LOCATED 3.8 MILES EAST SOUTHEAST OF WARE PLACE.
 ED3563'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3563'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3563'THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN
 ED3563'WARE PLACE, GO NORTHEAST ON HIGHWAY 418 FOR 1.15 MILES TO THE
 ED3563'JUNCTION OF STATE ROAD 459, TURN RIGHT ON HIGHWAY 418 FOR 0.25 MILE
 ED3563'TO THE JUNCTION OF STATE ROAD 454 (HOPKINS ROAD), BEAR LEFT ON
 ED3563'HIGHWAY 418 FOR 2.6 MILES TO THE JUNCTION OF STATE ROAD 565 AND THE
 ED3563'STATION IN THE FRONT YARD OF A MOBILE HOME IN THE NORTHEAST ANGLE OF
 ED3563'THE JUNCTION.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3563'1.0 FOOT ABOVE THE HIGHWAY, 64.8 FEET EAST SOUTHEAST OF A 6-INCH OAK
 ED3563'TREE, 49.4 FEET NORTH OF THE CENTER OF THE HIGHWAY, 126.8 FEET
 ED3563'NORTHEAST OF THE CENTER OF THE JUNCTION, 88.3 FEET NORTH NORTHWEST OF
 ED3563'A POWER POLE NUMBER 2/4, 65.5 FEET EAST NORTHEAST OF THE EAST END OF
 ED3563'A 12-INCH CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY TO THE HOME,
 ED3563'43.6 FEET WEST OF A WOODEN FENCE CORNER POST, 112.7 FEET EAST OF A
 ED3563'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED.  DESCRIBED BY T.
 ED3563'HALL.
 ED3563
 ED3563                          STATION RECOVERY (2000)
 ED3563
 ED3563'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3563'STATION IS LOCATED 3.8 MILES (6.1 KM) EAST NORTHEAST OF WARE PLACE,
 ED3563'15.0 MILES (24.1 KM) SOUTH SOUTHEAST OF GREENVILLE. OWNERSHIP--SCDOT,
 ED3563'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29209, PHONE
 ED3563'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3563'HIGHWAYS 418 (OLD HUNDRED HIGHWAY) , 8 (PELZER HIGHWAY) AND U.S.
 ED3563'HIGHWAY 25 (AUGUSTA ROAD) IN WARE PLACE, GO EAST NORTHEAST ON HIGHWAY
 ED3563'418 FOR 2.65 MILES (4.26 KM) TO THE STATION ON THE LEFT IN THE FRONT
 ED3563'YARD OF A MOBILE HOME AND IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 ED3563'STATE ROAD 565 (BERRY ROAD) .  STATION IS A CONCRETE POST FLUSH WITH
 ED3563'THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 48.8 FEET (14.9
 ED3563'M) NORTH OF THE CENTER OF THE HIGHWAY, 129.0 FEET (39.3 M) EAST
 ED3563'NORTHEAST OF THE CENTER OF THE ROAD, 113.1 FEET (34.5 M) EAST OF A
 ED3563'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 43.6 FEET (13.3 M)
 ED3563'WEST OF A WOODEN FENCE CORNER POST WITH A SCGS REFERENCE WASHER
 ED3563'ATTACHED, 65.3 FEET (19.9 M) EAST NORTHEAST OF THE EAST END OF A
 ED3563'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY LEADING TO THE
 ED3563'MOBILE HOME.  RECOVERED BY J.B.  SMOAK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3564 ***********************************************************************
 ED3564  DESIGNATION -  23 187
 ED3564  PID         -  ED3564
 ED3564  STATE/COUNTY-  SC/GREENVILLE
 ED3564  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3564
 ED3564                         *CURRENT SURVEY CONTROL
 ED3564  ___________________________________________________________________
 ED3564* NAD 83(1986)-  34 38 23.     (N)    082 20 18.     (W)     SCALED    
 ED3564* NAVD 88     -       244.309  (meters)     801.54   (feet)  ADJUSTED  
 ED3564  ___________________________________________________________________
 ED3564  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED3564  DYNAMIC HT  -         244.061 (meters)     800.72  (feet)  COMP
 ED3564  MODELED GRAV-     979,615.1   (mgal)                       NAVD 88
 ED3564
 ED3564  VERT ORDER  -  FIRST     CLASS II
 ED3564
 ED3564.The horizontal coordinates were scaled from a topographic map and have
 ED3564.an estimated accuracy of +/- 6 seconds.
 ED3564
 ED3564.The orthometric height was determined by differential leveling
 ED3564.and adjusted by the National Geodetic Survey in August 1993..
 ED3564
 ED3564.The geoid height was determined by GEOID03.
 ED3564
 ED3564.The dynamic height is computed by dividing the NAVD 88
 ED3564.geopotential number by the normal gravity value computed on the
 ED3564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3564.degrees latitude (g = 980.6199 gals.).
 ED3564
 ED3564.The modeled gravity was interpolated from observed gravity values.
 ED3564
 ED3564;                    North         East    Units  Estimated Accuracy
 ED3564;SPC SC       -   312,020.      486,900.      MT  (+/- 180 meters Scaled)
 ED3564
 ED3564                          SUPERSEDED SURVEY CONTROL
 ED3564
 ED3564  NGVD 29 (12/12/91)  244.403  (m)          801.85   (f) ADJUSTED    1 2
 ED3564
 ED3564.Superseded values are not recommended for survey control.
 ED3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3564.See file dsdata.txt to determine how the superseded data were derived.
 ED3564
 ED3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU773339(NAD 83)
 ED3564_MARKER: DD = SURVEY DISK
 ED3564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3564_SP_SET: CONCRETE POST
 ED3564_STAMPING: 23 187 1991
 ED3564_MARK LOGO: SCGS  
 ED3564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3564+STABILITY: SURFACE MOTION
 ED3564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3564+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 ED3564
 ED3564  HISTORY     - Date     Condition        Report By
 ED3564  HISTORY     - 1991     MONUMENTED       SCGS
 ED3564  HISTORY     - 20000712 GOOD             SCGS
 ED3564
 ED3564                          STATION DESCRIPTION
 ED3564
 ED3564'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3564'STATION IS LOCATED 3.1 MILES EAST NORTHEAST OF WARE PLACE.
 ED3564'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3564'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3564'THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN
 ED3564'WARE PLACE, GO NORTHEAST ON HIGHWAY 418 FOR 1.15 MILES TO THE
 ED3564'JUNCTION OF STATE ROAD 459, TURN RIGHT ON HIGHWAY 418 FOR 0.25 MILE
 ED3564'TO THE JUNCTION OF STATE ROAD 454 (HOPKINS ROAD), BEAR LEFT ON
 ED3564'HIGHWAY 418 FOR 1.95 MILES TO THE JUNCTION OF WOODLANE DRIVE RIGHT
 ED3564'AND THE STATION IN THE SOUTHEAST ANGLE.  STATION IS A CONCRETE POST
 ED3564'FLUSH WITH THE GROUND AND LEVEL WITH WOODLANE DRIVE, 91.0 FEET SOUTH
 ED3564'OF THE CENTER OF THE HIGHWAY, 28.5 FEET EAST OF THE CENTER OF THE
 ED3564'DRIVE, 110.4 FEET NORTH OF A POWER POLE WITH TWO GUY WIRES, 81.8 FEET
 ED3564'SOUTH SOUTHWEST OF A SOUTHERN BELL UNDERGROUND CABLE WARNING POST.
 ED3564'DESCRIBED BY T. HALL.
 ED3564
 ED3564                          STATION RECOVERY (2000)
 ED3564
 ED3564'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3564'STATION IS LOCATED 3.1 MILES (5.0 KM) EAST NORTHEAST OF WARE PLACE,
 ED3564'15.0 MILES (24.1 KM) SOUTH SOUTHEAST OF GREENVILLE. OWNERSHIP--SCDOT,
 ED3564'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29209, PHONE
 ED3564'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3564'HIGHWAYS 418 (OLD HUNDRED HIGHWAY) , 8 (PELZER HIGHWAY) AND U.S.
 ED3564'HIGHWAY 25 (AUGUSTA ROAD) IN WARE PLACE, GO EAST NORTHEAST ON HIGHWAY
 ED3564'418 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 459 (OLD
 ED3564'HUNDRED ROAD) , TURN RIGHT ON HIGHWAY 418 FOR 0.25 MILE (0.40 KM) TO
 ED3564'THE JUNCTION OF STATE ROAD 454 (HOPKINS ROAD) , BEAR LEFT ON HIGHWAY
 ED3564'418 FOR 1.95 MILES (3.14 KM) TO STATION ON THE RIGHT IN THE SOUTHEAST
 ED3564'ANGLE OF THE JUNCTION OF A PAVED ROAD RIGHT (DEAD END) .  STATION IS A
 ED3564'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 89.4
 ED3564'FEET (27.2 M) SOUTH OF THE CENTER OF THE HIGHWAY, 27.5 FEET (8.4 M)
 ED3564'EAST OF THE CENTER OF THE ROAD, 110.3 FEET (33.6 M) NORTH OF A POWER
 ED3564'POLE WITH TWO GUY WIRES ATTACHED, 52.2 FEET (15.9 M) SOUTH SOUTHWEST
 ED3564'OF A SOUTHERN BELL UNDERGROUND CABLE WARNING POST.  RECOVERED BY J.B.
 ED3564'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3575 ***********************************************************************
 ED3575  DESIGNATION -  23 188
 ED3575  PID         -  ED3575
 ED3575  STATE/COUNTY-  SC/GREENVILLE
 ED3575  USGS QUAD   -  PELZER (1983)
 ED3575
 ED3575                         *CURRENT SURVEY CONTROL
 ED3575  ___________________________________________________________________
 ED3575* NAD 83(1986)-  34 39 51.     (N)    082 23 36.     (W)     SCALED    
 ED3575* NAVD 88     -       276.679  (meters)     907.74   (feet)  ADJUSTED  
 ED3575  ___________________________________________________________________
 ED3575  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 ED3575  DYNAMIC HT  -         276.397 (meters)     906.81  (feet)  COMP
 ED3575  MODELED GRAV-     979,611.2   (mgal)                       NAVD 88
 ED3575
 ED3575  VERT ORDER  -  FIRST     CLASS II
 ED3575
 ED3575.The horizontal coordinates were scaled from a topographic map and have
 ED3575.an estimated accuracy of +/- 6 seconds.
 ED3575
 ED3575.The orthometric height was determined by differential leveling
 ED3575.and adjusted by the National Geodetic Survey in August 1993..
 ED3575
 ED3575.The geoid height was determined by GEOID03.
 ED3575
 ED3575.The dynamic height is computed by dividing the NAVD 88
 ED3575.geopotential number by the normal gravity value computed on the
 ED3575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3575.degrees latitude (g = 980.6199 gals.).
 ED3575
 ED3575.The modeled gravity was interpolated from observed gravity values.
 ED3575
 ED3575;                    North         East    Units  Estimated Accuracy
 ED3575;SPC SC       -   314,800.      481,900.      MT  (+/- 180 meters Scaled)
 ED3575
 ED3575                          SUPERSEDED SURVEY CONTROL
 ED3575
 ED3575  NGVD 29 (12/12/91)  276.775  (m)          908.05   (f) ADJUSTED    1 2
 ED3575
 ED3575.Superseded values are not recommended for survey control.
 ED3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3575.See file dsdata.txt to determine how the superseded data were derived.
 ED3575
 ED3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU723366(NAD 83)
 ED3575_MARKER: DD = SURVEY DISK
 ED3575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3575_SP_SET: CONCRETE POST
 ED3575_STAMPING: 23 188 1991
 ED3575_MARK LOGO: SCGS  
 ED3575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3575+STABILITY: SURFACE MOTION
 ED3575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3575+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED3575
 ED3575  HISTORY     - Date     Condition        Report By
 ED3575  HISTORY     - 1991     MONUMENTED       SCGS
 ED3575  HISTORY     - 20000711 GOOD             SCGS
 ED3575
 ED3575                          STATION DESCRIPTION
 ED3575
 ED3575'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3575'STATION IS LOCATED 2.5 MILES NORTH OF WARE PLACE.  OWNERSHIP--GRACE
 ED3575'BAPTIST CHURCH, HIGHWAY 25, PELZER, SC 29669, PASTOR-RICHARD E.
 ED3575'GRAY, PHONE 803-243-3910.  TO REACH THE STATION FROM THE JUNCTION OF
 ED3575'STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN WARE PLACE, GO
 ED3575'NORTH ON HIGHWAY 25 FOR 2.15 MILES TO THE JUNCTION OF STATE ROADS 159
 ED3575'LEFT AND 272 RIGHT, CONTINUE ON HIGHWAY 25 FOR 0.15 MILE TO THE
 ED3575'ENTRANCE DRIVEWAY RIGHT TO GRACE BAPTIST CHURCH AND THE STATION NEAR
 ED3575'THE CHURCH SIGN IN THE FRONT YARD.  STATION IS A CONCRETE POST FLUSH
 ED3575'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 58.9 FEET SOUTH SOUTHEAST
 ED3575'OF A POWER POLE WITH TRANSFORMER AND GUY WIRE, 54.7 FEET WEST OF THE
 ED3575'NORTHWEST CORNER OF THE CHURCH, 30.4 FEET NORTH NORTHEAST OF THE
 ED3575'NORTH END OF A 20-INCH CONCRETE PIPE CULVERT BENEATH A DRIVEWAY, 19.4
 ED3575'FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A SIGN FOR THE
 ED3575'CHURCH, 25.8 FEET NORTH OF A ROUND METAL WATER METER COVER.
 ED3575'DESCRIBED BY T. HALL.
 ED3575
 ED3575                          STATION RECOVERY (2000)
 ED3575
 ED3575'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3575'STATION IS LOCATED 2.5 MILES (4.0 KM) NORTH OF WARE PLACE, 13.0 MILES
 ED3575'(20.9 KM) SOUTH OF GREENVILLE.  OWNERSHIP--GRACE BAPTIST CHURCH,
 ED3575'HIGHWAY 25, PELZER, SC 29669, PHONE 864-243-3910.  TO REACH THE
 ED3575'STATION FROM THE JUNCTION OF STATE HIGHWAYS 418 (OLD HUNDRED HIGHWAY)
 ED3575', 8 (PELZER HIGHWAY) AND U.S.  HIGHWAY 25 (AUGUSTA ROAD) IN WARE
 ED3575'PLACE, GO NORTH ON HIGHWAY 25 FOR 2.35 MILES (3.78 KM) TO THE JUNCTION
 ED3575'OF STATE ROAD 272 (GARRISON ROAD) , CONTINUE ON HIGHWAY 25 FOR 0.15
 ED3575'MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR A SIGN FOR THE GRACE
 ED3575'BAPTIST CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3575'LEVEL WITH THE HIGHWAY, 45.3 FEET (13.8 M) EAST OF THE CENTER OF THE
 ED3575'NORTHBOUND LANES OF THE HIGHWAY, 8.2 FEET (2.5 M) NORTHWEST OF THE
 ED3575'NORTHWEST CORNER OF THE BRICK BASE FOR THE CHURCH SIGN, 58.9 FEET
 ED3575'(18.0 M) SOUTH SOUTHEAST OF A POWER POLE WITH THREE TRANSFORMERS, 30.4
 ED3575'FEET (9.3 M) NORTH NORTHEAST OF THE NORTH END OF A 1.5-FOOT CONCRETE
 ED3575'PIPE CULVERT BENEATH THE SOUTHERN-MOST ENTRANCE DRIVEWAY TO THE
 ED3575'CHURCH.  RECOVERED BY J.B.  SMOAK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3562 ***********************************************************************
 ED3562  DESIGNATION -  23 189
 ED3562  PID         -  ED3562
 ED3562  STATE/COUNTY-  SC/GREENVILLE
 ED3562  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3562
 ED3562                         *CURRENT SURVEY CONTROL
 ED3562  ___________________________________________________________________
 ED3562* NAD 83(2001)-  34 39 24.46886(N)    082 19 00.28697(W)     ADJUSTED  
 ED3562* NAVD 88     -       236.940  (meters)     777.36   (feet)  ADJUSTED  
 ED3562  ___________________________________________________________________
 ED3562  X           -     702,219.827 (meters)                     COMP
 ED3562  Y           -  -5,205,187.387 (meters)                     COMP
 ED3562  Z           -   3,606,730.443 (meters)                     COMP
 ED3562  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 ED3562  ELLIP HEIGHT-         206.11  (meters)          (03/13/03) GPS OBS
 ED3562  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 ED3562  DYNAMIC HT  -         236.700 (meters)     776.57  (feet)  COMP
 ED3562  MODELED GRAV-     979,615.7   (mgal)                       NAVD 88
 ED3562
 ED3562  HORZ ORDER  -  FIRST
 ED3562  VERT ORDER  -  FIRST     CLASS II
 ED3562  ELLP ORDER  -  FOURTH    CLASS II
 ED3562
 ED3562.The horizontal coordinates were established by GPS observations
 ED3562.and adjusted by the National Geodetic Survey in March 2003..
 ED3562
 ED3562.The orthometric height was determined by differential leveling
 ED3562.and adjusted by the National Geodetic Survey in August 1993..
 ED3562
 ED3562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3562
 ED3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3562
 ED3562.The ellipsoidal height was determined by GPS observations
 ED3562.and is referenced to NAD 83.
 ED3562
 ED3562.The geoid height was determined by GEOID03.
 ED3562
 ED3562.The dynamic height is computed by dividing the NAVD 88
 ED3562.geopotential number by the normal gravity value computed on the
 ED3562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3562.degrees latitude (g = 980.6199 gals.).
 ED3562
 ED3562.The modeled gravity was interpolated from observed gravity values.
 ED3562
 ED3562;                    North         East     Units Scale Factor Converg.
 ED3562;SPC SC       -   313,891.464   488,907.163   MT  0.99994204   -0 43 48.0
 ED3562;SPC SC       - 1,029,827.64  1,604,026.13   iFT  0.99994204   -0 43 48.0
 ED3562;UTM  17      - 3,835,772.729   379,341.400   MT  0.99977944   -0 44 55.9
 ED3562
 ED3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3562!SPC SC       -   0.99996765  x   0.99994204  =   0.99990969
 ED3562!UTM  17      -   0.99996765  x   0.99977944  =   0.99974709
 ED3562
 ED3562                          SUPERSEDED SURVEY CONTROL
 ED3562
 ED3562  NAD 83(1995)-  34 39 24.46809(N)    082 19 00.28660(W) AD(       ) 1
 ED3562  NAD 83(1986)-  34 39 24.47797(N)    082 19 00.28703(W) AD(       ) 1
 ED3562  ELLIP H (04/18/02)  206.13   (m)                       GP(       ) 4 1
 ED3562  NAVD 88 (04/18/02)  236.94   (m)          777.4    (f) LEVELING    3  
 ED3562  NGVD 29 (12/12/91)  237.033  (m)          777.67   (f) ADJUSTED    1 2
 ED3562
 ED3562.Superseded values are not recommended for survey control.
 ED3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3562.See file dsdata.txt to determine how the superseded data were derived.
 ED3562
 ED3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7934135773(NAD 83)
 ED3562_MARKER: DD = SURVEY DISK
 ED3562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3562_SP_SET: CONCRETE POST
 ED3562_STAMPING: 23 189 1991
 ED3562_MARK LOGO: SCGS  
 ED3562_PROJECTION: FLUSH
 ED3562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3562+STABILITY: SURFACE MOTION
 ED3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3562+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 ED3562
 ED3562  HISTORY     - Date     Condition        Report By
 ED3562  HISTORY     - 1991     MONUMENTED       SCGS
 ED3562  HISTORY     - 20000712 GOOD             SCGS
 ED3562  HISTORY     - 20040819 GOOD             WOOLPT
 ED3562  HISTORY     - 20041005 GOOD             INDIV
 ED3562
 ED3562                          STATION DESCRIPTION
 ED3562
 ED3562'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3562'STATION IS LOCATED 4.6 MILES EAST NORTHEAST OF WARE PLACE, 7.2 MILES
 ED3562'WEST SOUTHWEST OF FOUNTAIN INN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3562'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3562'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3562'HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN WARE PLACE, GO NORTHEAST
 ED3562'ON HIGHWAY 418 FOR 1.15 MILES TO THE JUNCTION OF STATE ROAD 459, TURN
 ED3562'RIGHT ON HIGHWAY 418 FOR 0.25 MILE TO THE JUNCTION OF STATE ROAD 454
 ED3562'(HOPKINS ROAD), BEAR LEFT ON HIGHWAY 418 FOR 3.75 MILE TO THE
 ED3562'JUNCTION OF STATE ROAD 146, TURN LEFT ON ROAD 146 FOR 0.8 MILE TO THE
 ED3562'JUNCTION OF STATE ROAD 459 (OLD HUNDRED ROAD) AND THE STATION IN THE
 ED3562'NORTHWEST ANGLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3562'AND 2.0 FEET BELOW ROAD 146, 33.8 FEET WEST OF THE CENTER OF ROAD
 ED3562'146, 35.2 FEET NORTH OF THE CENTER OF ROAD 459, 67.8 FEET SOUTHWEST
 ED3562'OF A 14-INCH LIVE OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED,
 ED3562'63.5 FEET NORTH OF A POWER POLE 25/T WITH TWO GUY WIRES, 9.4 FEET
 ED3562'WEST NORTHWEST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3562
 ED3562                          STATION RECOVERY (2000)
 ED3562
 ED3562'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3562'STATION IS LOCATED 9.0 MILES (14.5 KM) EAST SOUTHEAST OF PIEDMONT,
 ED3562'14.3 MILES (23.0 KM) SOUTH SOUTHEAST OF GREENVILLE. OWNERSHIP--SCDOT,
 ED3562'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3562'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3562'HIGHWAYS 418 (OLD HUNDRED ROAD) , 8 (PELZER HIGHWAY) AND U.S.  HIGHWAY
 ED3562'25 (AUGUSTA ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF
 ED3562'PELZER, GO NORTHEAST ON HIGHWAY 418 FOR 1.15 MILES (1.85 KM) TO THE
 ED3562'JUNCTION OF STATE ROAD 459 (OLD HUNDRED ROAD) , TURN RIGHT ON HIGHWAY
 ED3562'418 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 454 (HOPKINS
 ED3562'ROAD) , BEAR LEFT ON HIGHWAY 418 FOR 3.75 MILES (6.03 KM) TO THE
 ED3562'JUNCTION OF STATE ROAD 146 (FORK SHOALS ROAD) , TURN LEFT ON ROAD 146
 ED3562'FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT NEAR A LARGE
 ED3562'TELEPHONE JUNCTION BOX IN A GRAVEL PARKING AREA IN THE WEST ANGLE OF
 ED3562'THE JUNCTION OF STATE ROAD 459 (OLD HUNDRED WOOD) .  STATION IS A
 ED3562'CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 1.0 FOOT (0.3 M) BELOW
 ED3562'ROAD 146, 35.4 FEET (10.8 M) WEST OF THE CENTER OF ROAD 146, 33.4 FEET
 ED3562'(10.2 M) NORTH OF THE CENTER OF ROAD 459, 11.4 FEET (3.5 M) EAST
 ED3562'SOUTHEAST OF THE SOUTHEAST CORNER OF THE TELEPHONE JUNCTION BOX NUMBER
 ED3562'3698, 18.2 FEET (5.5 M) SOUTH SOUTHEAST OF A WOODEN FENCE CORNER POST
 ED3562'WITH A SCGS REFERENCE WASHER ATTACHED, 9.1 FEET (2.8 M) NORTHWEST OF A
 ED3562'WITNESS POST AT A SIGN POST.  RECOVERED BY J.B.  SMOAK.
 ED3562
 ED3562                          STATION RECOVERY (2004)
 ED3562
 ED3562'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 ED3562'RECOVERED IN GOOD CONDITION.
 ED3562
 ED3562                          STATION RECOVERY (2004)
 ED3562
 ED3562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDP)
 ED3562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3560 ***********************************************************************
 ED3560  DESIGNATION -  23 190
 ED3560  PID         -  ED3560
 ED3560  STATE/COUNTY-  SC/GREENVILLE
 ED3560  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3560
 ED3560                         *CURRENT SURVEY CONTROL
 ED3560  ___________________________________________________________________
 ED3560* NAD 83(1986)-  34 39 25.     (N)    082 16 56.     (W)     SCALED    
 ED3560* NAVD 88     -       227.534  (meters)     746.50   (feet)  ADJUSTED  
 ED3560  ___________________________________________________________________
 ED3560  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 ED3560  DYNAMIC HT  -         227.304 (meters)     745.75  (feet)  COMP
 ED3560  MODELED GRAV-     979,617.2   (mgal)                       NAVD 88
 ED3560
 ED3560  VERT ORDER  -  FIRST     CLASS II
 ED3560
 ED3560.The horizontal coordinates were scaled from a topographic map and have
 ED3560.an estimated accuracy of +/- 6 seconds.
 ED3560
 ED3560.The orthometric height was determined by differential leveling
 ED3560.and adjusted by the National Geodetic Survey in August 1993..
 ED3560
 ED3560.The geoid height was determined by GEOID03.
 ED3560
 ED3560.The dynamic height is computed by dividing the NAVD 88
 ED3560.geopotential number by the normal gravity value computed on the
 ED3560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3560.degrees latitude (g = 980.6199 gals.).
 ED3560
 ED3560.The modeled gravity was interpolated from observed gravity values.
 ED3560
 ED3560;                    North         East    Units  Estimated Accuracy
 ED3560;SPC SC       -   313,870.      492,070.      MT  (+/- 180 meters Scaled)
 ED3560
 ED3560                          SUPERSEDED SURVEY CONTROL
 ED3560
 ED3560  NGVD 29 (12/12/91)  227.626  (m)          746.80   (f) ADJUSTED    1 2
 ED3560
 ED3560.Superseded values are not recommended for survey control.
 ED3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3560.See file dsdata.txt to determine how the superseded data were derived.
 ED3560
 ED3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU825357(NAD 83)
 ED3560_MARKER: DD = SURVEY DISK
 ED3560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3560_SP_SET: CONCRETE POST
 ED3560_STAMPING: 23 190 1991
 ED3560_MARK LOGO: SCGS  
 ED3560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3560+STABILITY: SURFACE MOTION
 ED3560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3560+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 ED3560
 ED3560  HISTORY     - Date     Condition        Report By
 ED3560  HISTORY     - 1991     MONUMENTED       SCGS
 ED3560  HISTORY     - 20000717 GOOD             SCGS
 ED3560
 ED3560                          STATION DESCRIPTION
 ED3560
 ED3560'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3560'STATION IS LOCATED 5.4 MILES SOUTHWEST OF FOUNTAIN INN, 6.5 MILES
 ED3560'NORTHEAST OF WARE PLACE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3560'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3560'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3560'STATE HIGHWAY 418 AND INTERSTATE 385, 0.9 MILE SOUTH OF FOUNTAIN INN,
 ED3560'GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0 MILE TO THE JUNCTION OF
 ED3560'STATE ROAD 543 (GREENPOND ROAD LEFT, FAIRVIEW STREET EXTENSION RIGHT)
 ED3560', CONTINUE ON HIGHWAY 418 FOR 0.6 MILE TO THE JUNCTION OF HIGHWAY
 ED3560'651, CONTINUE ON HIGHWAY 418 FOR 2.05 MILES TO THE JUNCTION OF STATE
 ED3560'ROAD 55 (FAIRVIEW ROAD), CONTINUE ON HIGHWAY 418 FOR 1.2 MILES TO THE
 ED3560'STATION ON THE LEFT NEAR SEVERAL ABANDONED ASPHALT ENTRANCE DRIVEWAYS
 ED3560'LEFT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 ED3560'WITH THE HIGHWAY, 24.5 FEET SOUTH SOUTHEAST OF THE CENTER OF THE
 ED3560'HIGHWAY, 40.3 FEET WEST OF A POWER POLE WITH GUY WIRE AND A SECURITY
 ED3560'LIGHT, 86.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN HOUSE
 ED3560'WITH A FRONT PORCH, 49.9 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER
 ED3560'OF A WOODEN BUILDING, 40.3 FEET WEST OF A WITNESS POST.  DESCRIBED BY
 ED3560'T. HALL.
 ED3560
 ED3560                          STATION RECOVERY (2000)
 ED3560
 ED3560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3560'STATION IS LOCATED 5.4 MILES (8.7 KM) WEST SOUTHWEST OF FOUNTAIN INN,
 ED3560'15.0 MILES (24.1 KM) SOUTH SOUTHEAST OF GREENVILLE. OWNERSHIP--SCDOT,
 ED3560'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3560'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED3560'STATE HIGHWAY 418 AND INTERSTATE 385 (EXIT 23) , 3.9 MILES (6.3 KM)
 ED3560'SOUTHWEST OF SIMPSONVILLE, GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0
 ED3560'MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 543 (GREEN POND ROAD) ,
 ED3560'CONTINUE ON HIGHWAY 418 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF
 ED3560'STATE ROAD 55 (FAIRVIEW ROAD) , CONTINUE ON HIGHWAY 418 FOR 1.2 MILES
 ED3560'(1.9 KM) TO THE STATION ON THE LEFT IN THE SOUTHWEST ANGLE OF A GRAVEL
 ED3560'DRIVEWAY LEADING TO A WOOD-SIDED HOUSE.  STATION IS A CONCRETE POST
 ED3560'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 24.2
 ED3560'FEET (7.4 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 20.5 FEET
 ED3560'(6.2 M) WEST NORTHWEST OF THE CENTER OF THE DRIVEWAY, 40.2 FEET (12.3
 ED3560'M) WEST OF A POWER POLE WITH TWO GUY WIRES, A TRANSFORMER, AND A
 ED3560'SECURITY LIGHT ATTACHED, 49.5 FEET (15.1 M) NORTH NORTHEAST OF THE
 ED3560'NORTHEAST CORNER OF A WOOD-SIDED HOUSE, 40.2 FEET (12.3 M) WEST OF A
 ED3560'WITNESS POST.  RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3561 ***********************************************************************
 ED3561  DESIGNATION -  23 191
 ED3561  PID         -  ED3561
 ED3561  STATE/COUNTY-  SC/GREENVILLE
 ED3561  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3561
 ED3561                         *CURRENT SURVEY CONTROL
 ED3561  ___________________________________________________________________
 ED3561* NAD 83(1986)-  34 39 11.     (N)    082 17 44.     (W)     SCALED    
 ED3561* NAVD 88     -       211.987  (meters)     695.49   (feet)  ADJUSTED  
 ED3561  ___________________________________________________________________
 ED3561  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED3561  DYNAMIC HT  -         211.772 (meters)     694.79  (feet)  COMP
 ED3561  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 ED3561
 ED3561  VERT ORDER  -  FIRST     CLASS II
 ED3561
 ED3561.The horizontal coordinates were scaled from a topographic map and have
 ED3561.an estimated accuracy of +/- 6 seconds.
 ED3561
 ED3561.The orthometric height was determined by differential leveling
 ED3561.and adjusted by the National Geodetic Survey in August 1993..
 ED3561
 ED3561.The geoid height was determined by GEOID03.
 ED3561
 ED3561.The dynamic height is computed by dividing the NAVD 88
 ED3561.geopotential number by the normal gravity value computed on the
 ED3561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3561.degrees latitude (g = 980.6199 gals.).
 ED3561
 ED3561.The modeled gravity was interpolated from observed gravity values.
 ED3561
 ED3561;                    North         East    Units  Estimated Accuracy
 ED3561;SPC SC       -   313,450.      490,840.      MT  (+/- 180 meters Scaled)
 ED3561
 ED3561                          SUPERSEDED SURVEY CONTROL
 ED3561
 ED3561  NGVD 29 (12/12/91)  212.079  (m)          695.80   (f) ADJUSTED    1 2
 ED3561
 ED3561.Superseded values are not recommended for survey control.
 ED3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3561.See file dsdata.txt to determine how the superseded data were derived.
 ED3561
 ED3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU812353(NAD 83)
 ED3561_MARKER: DD = SURVEY DISK
 ED3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3561_SP_SET: CONCRETE POST
 ED3561_STAMPING: 23 191 1991
 ED3561_MARK LOGO: SCGS  
 ED3561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3561+STABILITY: SURFACE MOTION
 ED3561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3561+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 ED3561
 ED3561  HISTORY     - Date     Condition        Report By
 ED3561  HISTORY     - 1991     MONUMENTED       SCGS
 ED3561  HISTORY     - 20000712 GOOD             SCGS
 ED3561
 ED3561                          STATION DESCRIPTION
 ED3561
 ED3561'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3561'STATION IS LOCATED 6.15 MILES SOUTHWEST OF FOUNTAIN INN, 5.75 MILES
 ED3561'NORTHEAST OF WARE PLACE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3561'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3561'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3561'STATE HIGHWAY 418 AND INTERSTATE 385, 0.9 MILE SOUTH OF FOUNTAIN INN,
 ED3561'GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0 MILE TO THE JUNCTION OF
 ED3561'STATE ROAD 543 (GREENPOND ROAD LEFT, FAIRVIEW STREET EXTENSION RIGHT)
 ED3561', CONTINUE ON HIGHWAY 418 FOR 4.3 MILES TO THE JUNCTION OF SOUTH
 ED3561'HARRISON BRIDGE ROAD RIGHT AND WOODSIDE ROAD LEFT, CONTINUE ON
 ED3561'HIGHWAY 418 FOR 0.4 MILE TO A DRIVEWAY LEFT LEADING TO A BRICK HOUSE
 ED3561'AND THE STATION IN THE SOUTHEAST ANGLE, 0.8 MILE EAST NORTHEAST OF
 ED3561'THE JUNCTION OF STATE ROAD 146.  STATION IS A CONCRETE POST FLUSH
 ED3561'WITH THE GROUND AND LEVEL THE HIGHWAY, 21.0 FEET SOUTH SOUTHEAST OF
 ED3561'THE CENTER OF THE HIGHWAY, 16.5 FEET EAST NORTHEAST OF THE CENTER OF
 ED3561'THE DRIVEWAY, 28.4 FEET NORTH OF A POWER POLE WITH GUY WIRE, 35.2
 ED3561'FEET NORTHWEST OF THE GUY WIRE ANCHOR, 28.1 FEET NORTH OF A WITNESS
 ED3561'POST.  DESCRIBED BY T. HALL.
 ED3561
 ED3561                          STATION RECOVERY (2000)
 ED3561
 ED3561'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3561'STATION IS LOCATED 6.2 MILES (10.0 KM) WEST SOUTHWEST OF FOUNTAIN INN,
 ED3561'14.8 MILES (23.8 KM) SOUTH SOUTHEAST OF GREENVILLE. OWNERSHIP--SCDOT,
 ED3561'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3561'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED3561'STATE HIGHWAY 418 AND INTERSTATE 385 (EXIT 23) , 3.9 MILES (6.3 KM)
 ED3561'SOUTHWEST OF SIMPSONVILLE, GO WEST SOUTHWEST ON HIGHWAY 418 FOR 1.0
 ED3561'MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 543 (GREEN POND ROAD) ,
 ED3561'CONTINUE ON HIGHWAY 418 FOR 4.3 MILES (6.9 KM) TO THE JUNCTION OF A
 ED3561'PAVED CROSSROAD (HARRISON BRIDGE ROAD) RIGHT AND (WOODSIDE ROAD) LEFT,
 ED3561'CONTINUE ON HIGHWAY 418 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE
 ED3561'LEFT IN THE SOUTHEAST ANGLE OF A GRAVEL DRIVEWAY LEADING TO BRICK
 ED3561'HOUSE NUMBER 849.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 ED3561'CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 21.1 FEET (6.4 M) SOUTH
 ED3561'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 18.5 FEET (5.6 M) EAST
 ED3561'NORTHEAST OF THE CENTER OF THE DRIVEWAY, 28.1 FEET (8.6 M) NORTH OF A
 ED3561'POWER POLE WITH ONE GUY WIRE, 50.1 FEET (15.3 M) NORTHWEST OF A WOODEN
 ED3561'CORNER POST WITH A SCGS REFERENCE WASHER ATTACHED, 27.6 FEET (8.4 M)
 ED3561'NORTH OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3565 ***********************************************************************
 ED3565  DESIGNATION -  23 192
 ED3565  PID         -  ED3565
 ED3565  STATE/COUNTY-  SC/GREENVILLE
 ED3565  USGS QUAD   -  SIMPSONVILLE (1983)
 ED3565
 ED3565                         *CURRENT SURVEY CONTROL
 ED3565  ___________________________________________________________________
 ED3565* NAD 83(1986)-  34 38 15.     (N)    082 21 03.     (W)     SCALED    
 ED3565* NAVD 88     -       231.978  (meters)     761.08   (feet)  ADJUSTED  
 ED3565  ___________________________________________________________________
 ED3565  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED3565  DYNAMIC HT  -         231.742 (meters)     760.31  (feet)  COMP
 ED3565  MODELED GRAV-     979,614.3   (mgal)                       NAVD 88
 ED3565
 ED3565  VERT ORDER  -  FIRST     CLASS II
 ED3565
 ED3565.The horizontal coordinates were scaled from a topographic map and have
 ED3565.an estimated accuracy of +/- 6 seconds.
 ED3565
 ED3565.The orthometric height was determined by differential leveling
 ED3565.and adjusted by the National Geodetic Survey in August 1993..
 ED3565
 ED3565.The geoid height was determined by GEOID03.
 ED3565
 ED3565.The dynamic height is computed by dividing the NAVD 88
 ED3565.geopotential number by the normal gravity value computed on the
 ED3565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3565.degrees latitude (g = 980.6199 gals.).
 ED3565
 ED3565.The modeled gravity was interpolated from observed gravity values.
 ED3565
 ED3565;                    North         East    Units  Estimated Accuracy
 ED3565;SPC SC       -   311,790.      485,760.      MT  (+/- 180 meters Scaled)
 ED3565
 ED3565                          SUPERSEDED SURVEY CONTROL
 ED3565
 ED3565  NGVD 29 (12/12/91)  232.073  (m)          761.39   (f) ADJUSTED    1 2
 ED3565
 ED3565.Superseded values are not recommended for survey control.
 ED3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3565.See file dsdata.txt to determine how the superseded data were derived.
 ED3565
 ED3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU761336(NAD 83)
 ED3565_MARKER: DD = SURVEY DISK
 ED3565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3565_SP_SET: CONCRETE POST
 ED3565_STAMPING: 23 192 1991
 ED3565_MARK LOGO: SCGS  
 ED3565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3565+STABILITY: SURFACE MOTION
 ED3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3565+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 ED3565
 ED3565  HISTORY     - Date     Condition        Report By
 ED3565  HISTORY     - 1991     MONUMENTED       SCGS
 ED3565  HISTORY     - 20000712 GOOD             SCGS
 ED3565
 ED3565                          STATION DESCRIPTION
 ED3565
 ED3565'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3565'STATION IS LOCATED 2.4 MILES EAST NORTHEAST OF WARE PLACE.
 ED3565'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3565'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3565'THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN
 ED3565'WARE PLACE, GO NORTHEAST ON HIGHWAY 418 FOR 1.15 MILES TO THE
 ED3565'JUNCTION OF STATE ROAD 459, TURN RIGHT ON HIGHWAY 418 FOR 0.25 MILE
 ED3565'TO THE JUNCTION OF STATE ROAD 454 (HOPKINS ROAD), BEAR LEFT ON
 ED3565'HIGHWAY 418 FOR 1.2 MILES TO THE JUNCTION OF STATE ROAD 50 (REEDY
 ED3565'FORK ROAD) AND THE STATION IN THE SOUTHEAST ANGLE.  STATION IS A
 ED3565'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 35.8
 ED3565'FEET EAST NORTHEAST OF THE CENTER OF THE ROAD, 56.0 FEET NORTHWEST OF
 ED3565'A 36-INCH OAK TREE, 10.1 FEET NORTH NORTHWEST OF A SOUTHERN BELL
 ED3565'UNDERGROUND CABLE WARNING POST, 31.8 FEET SOUTH SOUTHEAST OF THE
 ED3565'CENTER OF THE HIGHWAY, 15.7 FEET NORTHWEST OF A WITNESS POST.
 ED3565'DESCRIBED BY T. HALL.
 ED3565
 ED3565                          STATION RECOVERY (2000)
 ED3565
 ED3565'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3565'STATION IS LOCATED 2.4 MILES (3.9 KM) EAST NORTHEAST OF WARE PLACE,
 ED3565'15.1 MILES (24.3 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 ED3565'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3565'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3565'HIGHWAYS 418 (OLD HUNDRED ROAD) , 8 (PELZER HIGHWAY) AND U.S. HIGHWAY
 ED3565'25 (AUGUSTA ROAD) IN WARE PLACE, GO EAST NORTHEAST ON HIGHWAY 418 FOR
 ED3565'1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 459 (OLD HUNDRED
 ED3565'ROAD) , TURN RIGHT ON HIGHWAY 418 FOR 0.25 MILE (0.40 KM) TO THE
 ED3565'JUNCTION OF STATE ROAD 454 (HOPKINS ROAD) BEAR LEFT ON HIGHWAY 418 FOR
 ED3565'1.2 MILES (1.9 KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE
 ED3565'OF THE JUNCTION OF STATE ROAD 50 (REEDY FORK ROAD) . STATION IS A
 ED3565'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 31.3
 ED3565'FEET (9.5 M) SOUTH OF THE CENTER OF THE HIGHWAY, 35.6 FEET (10.9 M)
 ED3565'EAST OF THE CENTER OF THE ROAD, 21.3 FEET (6.5 M) NORTH OF THE
 ED3565'SOUTHEAST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE HIGHWAY,
 ED3565'6.0 FEET (1.8 M) EAST NORTHEAST OF A WITNESS POST. RECOVERED BY J.B.
 ED3565'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3567 ***********************************************************************
 ED3567  DESIGNATION -  23 193
 ED3567  PID         -  ED3567
 ED3567  STATE/COUNTY-  SC/GREENVILLE
 ED3567  USGS QUAD   -  PELZER (1983)
 ED3567
 ED3567                         *CURRENT SURVEY CONTROL
 ED3567  ___________________________________________________________________
 ED3567* NAD 83(2001)-  34 38 00.98999(N)    082 22 44.02997(W)     ADJUSTED  
 ED3567* NAVD 88     -       262.918  (meters)     862.59   (feet)  ADJUSTED  
 ED3567  ___________________________________________________________________
 ED3567  X           -     696,769.949 (meters)                     COMP
 ED3567  Y           -  -5,207,416.799 (meters)                     COMP
 ED3567  Z           -   3,604,628.882 (meters)                     COMP
 ED3567  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ED3567  ELLIP HEIGHT-         232.14  (meters)          (03/13/03) GPS OBS
 ED3567  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ED3567  DYNAMIC HT  -         262.651 (meters)     861.71  (feet)  COMP
 ED3567  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 ED3567
 ED3567  HORZ ORDER  -  FIRST
 ED3567  VERT ORDER  -  FIRST     CLASS II
 ED3567  ELLP ORDER  -  FOURTH    CLASS II
 ED3567
 ED3567.The horizontal coordinates were established by GPS observations
 ED3567.and adjusted by the National Geodetic Survey in March 2003..
 ED3567
 ED3567.The orthometric height was determined by differential leveling
 ED3567.and adjusted by the National Geodetic Survey in September 1998..
 ED3567
 ED3567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3567
 ED3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3567
 ED3567.The ellipsoidal height was determined by GPS observations
 ED3567.and is referenced to NAD 83.
 ED3567
 ED3567.The geoid height was determined by GEOID03.
 ED3567
 ED3567.The dynamic height is computed by dividing the NAVD 88
 ED3567.geopotential number by the normal gravity value computed on the
 ED3567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3567.degrees latitude (g = 980.6199 gals.).
 ED3567
 ED3567.The modeled gravity was interpolated from observed gravity values.
 ED3567
 ED3567;                    North         East     Units Scale Factor Converg.
 ED3567;SPC SC       -   311,393.743   483,176.436   MT  0.99993514   -0 45 52.1
 ED3567;SPC SC       - 1,021,633.02  1,585,224.53   iFT  0.99993514   -0 45 52.1
 ED3567;UTM  17      - 3,833,277.293   373,610.703   MT  0.99979689   -0 47 01.6
 ED3567
 ED3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3567!SPC SC       -   0.99996356  x   0.99993514  =   0.99989870
 ED3567!UTM  17      -   0.99996356  x   0.99979689  =   0.99976046
 ED3567
 ED3567                          SUPERSEDED SURVEY CONTROL
 ED3567
 ED3567  NAD 83(1986)-  34 38 00.99962(N)    082 22 44.03006(W) AD(       ) 1
 ED3567  NAD 83(1995)-  34 38 00.99021(N)    082 22 44.03023(W) AD(       ) 1
 ED3567  ELLIP H (04/18/02)  232.15   (m)                       GP(       ) 4 1
 ED3567  NAVD 88 (08/09/93)  262.922  (m)          862.60   (f) UNKNOWN     1 2
 ED3567  NGVD 29 (12/12/91)  263.019  (m)          862.92   (f) ADJUSTED    1 2
 ED3567
 ED3567.Superseded values are not recommended for survey control.
 ED3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3567.See file dsdata.txt to determine how the superseded data were derived.
 ED3567
 ED3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7361133277(NAD 83)
 ED3567_MARKER: DD = SURVEY DISK
 ED3567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3567_SP_SET: CONCRETE POST
 ED3567_STAMPING: 23 193 1991
 ED3567_MARK LOGO: SCGS  
 ED3567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3567+STABILITY: SURFACE MOTION
 ED3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3567+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 ED3567
 ED3567  HISTORY     - Date     Condition        Report By
 ED3567  HISTORY     - 1991     MONUMENTED       SCGS
 ED3567  HISTORY     - 19940914 GOOD             SCGS
 ED3567  HISTORY     - 20000712 GOOD             SCGS
 ED3567
 ED3567                          STATION DESCRIPTION
 ED3567
 ED3567'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3567'STATION IS LOCATED 0.8 MILE NORTHEAST OF WARE PLACE.  OWNERSHIP--WARE
 ED3567'PLACE CHURCH OF GOD, 288 OLD HUNDRED ROAD, PELZER, SC 29669,
 ED3567'PASTOR-J.  ROY THACKER, PHONE 803-243-2376.  TO REACH THE STATION
 ED3567'FROM THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25
 ED3567'IN WARE PLACE, GO NORTHEAST ON HIGHWAY 418 FOR 0.8 MILE TO A DRIVEWAY
 ED3567'RIGHT TO THE WARE PLACE CHURCH OF GOD AND THE STATION NEAR A POWER
 ED3567'POLE IN THE SOUTHWEST ANGLE OF THE DRIVEWAY.  STATION IS A CONCRETE
 ED3567'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 111.1 FEET
 ED3567'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 31.4 FEET WEST OF THE
 ED3567'CENTER OF THE DRIVEWAY, 7.3 FEET NORTH OF A POWER POLE WITH A GUY
 ED3567'WIRE AND SECURITY LIGHT, 146.2 FEET NORTH OF THE NORTHEAST CORNER OF
 ED3567'THE CHURCH BUILDING, 90.9 FEET WEST SOUTHWEST OF THE WEST CORNER OF A
 ED3567'RAISED CINDER BLOCK WELL HOUSE, 6.9 FEET NORTH OF A WITNESS POST.
 ED3567'DESCRIBED BY T. HALL.
 ED3567
 ED3567                          STATION RECOVERY (1994)
 ED3567
 ED3567'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 ED3567'STATION IS LOCATED 0.8 MILE (1.3 KM) NORTHEAST OF WARE PLACE, 4.6
 ED3567'MILES (7.4 KM) EAST SOUTHEAST OF PELZER.  OWNERSHIP--WARE PLACE CHURCH
 ED3567'OF GOD, 288 OLD HUNDRED ROAD, PELZER, SC 29669, CONTACT-J. ROY THACKER
 ED3567'(PASTOR) , PHONE 803-243-2376.  TO REACH THE STATION FROM THE JUNCTION
 ED3567'OF STATE HIGHWAYS 418, 8 (PELZER HIGHWAY) , AND U.S.  25 (AUGUSTA
 ED3567'ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF PELZER, GO
 ED3567'NORTHEAST ON HIGHWAY 418 FOR 0.8 MILE (1.3 KM) TO THE STATION NEAR A
 ED3567'POWER POLE IN THE SOUTHWEST ANGLE OF A DRIVEWAY RIGHT LEADING TO THE
 ED3567'WARE PLACE CHURCH OF GOD.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3567'GROUND AND LEVEL WITH THE HIGHWAY, 111.1 FEET (33.9 M) SOUTH SOUTHEAST
 ED3567'OF THE CENTER OF THE HIGHWAY, 31.4 FEET (9.6 M) WEST OF THE CENTER OF
 ED3567'THE DRIVEWAY, 7.3 FEET (2.2 M) NORTH OF A POWER POLE WITH A GUY WIRE
 ED3567'AND A SECURITY LIGHT, 146.2 FEET (44.6 M) NORTH OF THE NORTHEAST
 ED3567'CORNER OF THE CHURCH BUILDING, 90.9 FEET (27.7 M) WEST SOUTHWEST OF
 ED3567'THE WEST CORNER OF A RAISED CINDER BLOCK PUMP HOUSE, 6.9 FEET (2.1 M)
 ED3567'NORTH OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
 ED3567
 ED3567                          STATION RECOVERY (2000)
 ED3567
 ED3567'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3567'STATION IS LOCATED 6.8 MILES (10.9 KM) SOUTHEAST OF PIEDMONT, 15.1
 ED3567'MILES (24.3 KM) SOUTH OF GREENVILLE.  OWNERSHIP--WARE PLACE CHURCH OF
 ED3567'GOD, 288 OLD HUNDRED ROAD, PELZER, SC 29669, PASTOR ROY THACKER, PHONE
 ED3567'864-243-2376.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3567'HIGHWAYS 418 (OLD HUNDRED ROAD) , 8 (PELZER HIGHWAY) AND U.S. HIGHWAY
 ED3567'25 (AUGUSTA ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF
 ED3567'PELZER, GO NORTHEAST ON HIGHWAY 418 FOR 0.8 MILE (1.3 KM) TO THE
 ED3567'STATION ON THE RIGHT NEAR A SECURITY LIGHT POLE IN THE FRONT YARD OF
 ED3567'THE WARE PLACE CHURCH OF GOD.  STATION IS A CONCRETE POST RECESSED 0.1
 ED3567'FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 110.7 FEET (33.7 M) SOUTH OF
 ED3567'THE CENTER OF THE HIGHWAY, 7.1 FEET (2.2 M) NORTH OF THE SECURITY
 ED3567'LIGHT POLE WITH GUY WIRE, 27.5 FEET (8.4 M) WEST OF THE CENTER OF THE
 ED3567'ASPHALT DRIVEWAY LEADING TO THE CHURCH, 146.3 FEET (44.6 M) NORTH OF
 ED3567'THE NORTHEAST CORNER OF THE CHURCH BUILDING, 87.9 FEET (26.8 M) WEST
 ED3567'SOUTHWEST OF A POWER POLE WITH GUY WIRE, 70.3 FEET (21.4 M) SOUTHEAST
 ED3567'OF THE SOUTH ONE OF TWO METAL LEGS FOR THE CHURCH SIGN, 6.7 FEET (2.0
 ED3567'M) NORTH OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3569 ***********************************************************************
 ED3569  DESIGNATION -  23 194
 ED3569  PID         -  ED3569
 ED3569  STATE/COUNTY-  SC/GREENVILLE
 ED3569  USGS QUAD   -  PELZER (1983)
 ED3569
 ED3569                         *CURRENT SURVEY CONTROL
 ED3569  ___________________________________________________________________
 ED3569* NAD 83(1986)-  34 37 49.     (N)    082 24 36.     (W)     SCALED    
 ED3569* NAVD 88     -       261.233  (meters)     857.06   (feet)  ADJUSTED  
 ED3569  ___________________________________________________________________
 ED3569  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ED3569  DYNAMIC HT  -         260.967 (meters)     856.19  (feet)  COMP
 ED3569  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 ED3569
 ED3569  VERT ORDER  -  FIRST     CLASS II
 ED3569
 ED3569.The horizontal coordinates were scaled from a topographic map and have
 ED3569.an estimated accuracy of +/- 6 seconds.
 ED3569
 ED3569.The orthometric height was determined by differential leveling
 ED3569.and adjusted by the National Geodetic Survey in August 1993..
 ED3569
 ED3569.The geoid height was determined by GEOID03.
 ED3569
 ED3569.The dynamic height is computed by dividing the NAVD 88
 ED3569.geopotential number by the normal gravity value computed on the
 ED3569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3569.degrees latitude (g = 980.6199 gals.).
 ED3569
 ED3569.The modeled gravity was interpolated from observed gravity values.
 ED3569
 ED3569;                    North         East    Units  Estimated Accuracy
 ED3569;SPC SC       -   311,060.      480,320.      MT  (+/- 180 meters Scaled)
 ED3569
 ED3569                          SUPERSEDED SURVEY CONTROL
 ED3569
 ED3569  NGVD 29 (12/12/91)  261.331  (m)          857.38   (f) ADJUSTED    1 2
 ED3569
 ED3569.Superseded values are not recommended for survey control.
 ED3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3569.See file dsdata.txt to determine how the superseded data were derived.
 ED3569
 ED3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU707329(NAD 83)
 ED3569_MARKER: DD = SURVEY DISK
 ED3569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3569_SP_SET: CONCRETE POST
 ED3569_STAMPING: 23 194 1991
 ED3569_MARK LOGO: SCGS  
 ED3569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3569+STABILITY: SURFACE MOTION
 ED3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3569+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 ED3569
 ED3569  HISTORY     - Date     Condition        Report By
 ED3569  HISTORY     - 1991     MONUMENTED       SCGS
 ED3569  HISTORY     - 19940914 GOOD             SCGS
 ED3569  HISTORY     - 20000627 GOOD             SCGS
 ED3569  HISTORY     - 20050531 GOOD             FRELAN
 ED3569
 ED3569                          STATION DESCRIPTION
 ED3569
 ED3569'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3569'STATION IS LOCATED 1.1 MILES WEST OF WARE PLACE.
 ED3569'OWNERSHIP--WASHINGTON BAPTIST CHURCH, 208 WASHINGTON CHURCH ROAD,
 ED3569'PELZER, SC 29669, PASTOR-STAN CHANDLER, PHONE 803-243-3539.  TO REACH
 ED3569'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S.
 ED3569'HIGHWAY 25 IN WARE PLACE, GO NORTHWEST ON HIGHWAY 8 FOR 0.35 MILE TO
 ED3569'THE JUNCTION OF WASHINGTON CHURCH ROAD LEFT, TURN LEFT ON WASHINGTON
 ED3569'CHURCH ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT IN FRONT OF THE
 ED3569'WASHINGTON BAPTIST CHURCH BUILDING.  STATION IS A CONCRETE POST FLUSH
 ED3569'WITH THE GROUND AND 3.0 FEET ABOVE THE ROAD, 58.2 FEET EAST SOUTHEAST
 ED3569'OF THE EAST CORNER OF THE FRONT PORCH AT THE MAIN ENTRANCE TO THE
 ED3569'CHURCH, 60.9 FEET SOUTH SOUTHEAST OF THE NORTHERN MOST LEG OF A SIGN
 ED3569'FOR THE CHURCH, 94.5 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 17.2
 ED3569'FEET SOUTH SOUTHEAST OF A 3-INCH APPLE TREE WITH A DEDICATION PLAQUE
 ED3569'AT THE BASE, 7.0 FEET NORTHWEST OF THE WEST EDGE OF A SIDEWALK
 ED3569'LEADING TO A CLASSROOM PORTION OF THE CHURCH.  DESCRIBED BY T. HALL.
 ED3569
 ED3569                          STATION RECOVERY (1994)
 ED3569
 ED3569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 ED3569'STATION IS LOCATED 1.1 MILES (1.8 KM) WEST OF WARE PLACE, 2.7 MILES
 ED3569'(4.3 KM) EAST SOUTHEAST OF PELZER.  OWNERSHIP--WASHINGTON BAPTIST
 ED3569'CHURCH, 208 WASHINGTON CHURCH ROAD, PELZER, SC 29669, CONTACT-STAN
 ED3569'CHANDLER (PASTOR) , PHONE 803-243-3539.  TO REACH THE STATION FROM THE
 ED3569'JUNCTION OF STATE HIGHWAYS 418, 8 (PELZER HIGHWAY) , AND U.S.  25
 ED3569'(AUGUSTA ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF
 ED3569'PELZER, GO NORTHWEST ON HIGHWAY 8 FOR 0.35 MILE (0.56 KM) TO THE FORK
 ED3569'JUNCTION OF WASHINGTON ROAD LEFT, BEAR LEFT ON WASHINGTON ROAD FOR 0.8
 ED3569'MILE (1.3 KM) TO THE STATION ON THE LEFT IN FRONT OF THE WASHINGTON
 ED3569'BAPTIST CHURCH BUILDING.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3569'GROUND AND 3.0 FEET (0.9 M) ABOVE THE ROAD, 58.2 FEET (17.7 M) EAST
 ED3569'SOUTHEAST OF THE EAST CORNER OF THE FRONT PORCH AT THE MAIN ENTRANCE
 ED3569'TO THE CHURCH, 60.9 FEET (18.6 M) SOUTH SOUTHEAST OF THE NORTHERN MOST
 ED3569'LEG OF A SIGN FOR THE CHURCH, 94.5 FEET (28.8 M) SOUTHWEST OF THE
 ED3569'CENTER OF THE ROAD, 17.2 FEET (5.2 M) SOUTH SOUTHEAST OF A 0.3 FOOT
 ED3569'(9.1 CM) APPLE TREE WITH A DEDICATION PLAQUE AT THE BASE, 7.0 FEET
 ED3569'(2.1 M) NORTHWEST OF THE WEST EDGE OF THE SIDEWALK LEADING TO A
 ED3569'CLASSROOM PORTION OF THE CHURCH.  RECOVERED BY R.W.  ROBERTS.
 ED3569
 ED3569                          STATION RECOVERY (2000)
 ED3569
 ED3569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3569'STATION IS LOCATED 1.1 MILES (1.8 KM) WEST OF WARE PLACE, 18.0 MILES
 ED3569'(29.0 KM) SOUTH OF GREENVILLE.  OWNERSHIP--WASHINGTON BAPTIST CHURCH,
 ED3569'208 WASHINGTON CHURCH ROAD, PELZER, SC 29669.  ATTENTION-STAN
 ED3569'CHANDLER, PASTOR, PHONE 864-243-3539.  TO REACH THE STATION FROM THE
 ED3569'JUNCTION OF STATE HIGHWAYS 418 (OLD HUNDRED ROAD) , 8 (PELZER HIGHWAY)
 ED3569'AND U.S.  HIGHWAY 25 (AUGUSTA ROAD) IN WARE PLACE, GO NORTHWEST ON
 ED3569'HIGHWAY 8 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF A PAVED ROAD
 ED3569'(WASHINGTON CHURCH ROAD) , TURN LEFT ON WASHINGTON CHURCH ROAD FOR
 ED3569'0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT IN FRONT OF THE
 ED3569'WASHINGTON BAPTIST CHURCH BUILDING.  STATION IS A CONCRETE POST
 ED3569'RECESSED 0.1 FOOT (3.0 CM) AND 3.0 FEET (0.9 M) ABOVE THE ROAD, 94.5
 ED3569'FEET (28.8 M) SOUTHWEST OF THE CENTER OF THE ROAD, 57.8 FEET (17.6 M)
 ED3569'EAST SOUTHEAST OF THE EAST CORNER OF THE FRONT PORCH AT THE MAIN
 ED3569'ENTRANCE TO THE CHURCH, 58.8 FEET (17.9 M) SOUTH SOUTHEAST OF THE
 ED3569'NORTHERNMOST LEG OF THE CHURCH SIGN, 17.3 FEET (5.3 M) SOUTH SOUTHEAST
 ED3569'OF A 0.3 FOOT (9.1 CM) APPLE TREE WITH A DEDICATION PLAQUE AT ITS
 ED3569'BASE, 7.1 FEET (2.2 M) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK
 ED3569'LEADING TO A CLASSROOM PORTION OF THE CHURCH BUILDING. RECOVERED BY
 ED3569'J.B.  SMOAK.
 ED3569
 ED3569                          STATION RECOVERY (2005)
 ED3569
 ED3569'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 ED3569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3570 ***********************************************************************
 ED3570  DESIGNATION -  23 195
 ED3570  PID         -  ED3570
 ED3570  STATE/COUNTY-  SC/GREENVILLE
 ED3570  USGS QUAD   -  PELZER (1983)
 ED3570
 ED3570                         *CURRENT SURVEY CONTROL
 ED3570  ___________________________________________________________________
 ED3570* NAD 83(1986)-  34 38 04.     (N)    082 24 51.     (W)     SCALED    
 ED3570* NAVD 88     -       255.548  (meters)     838.41   (feet)  ADJUSTED  
 ED3570  ___________________________________________________________________
 ED3570  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 ED3570  DYNAMIC HT  -         255.288 (meters)     837.56  (feet)  COMP
 ED3570  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 ED3570
 ED3570  VERT ORDER  -  FIRST     CLASS II
 ED3570
 ED3570.The horizontal coordinates were scaled from a topographic map and have
 ED3570.an estimated accuracy of +/- 6 seconds.
 ED3570
 ED3570.The orthometric height was determined by differential leveling
 ED3570.and adjusted by the National Geodetic Survey in August 1993..
 ED3570
 ED3570.The geoid height was determined by GEOID03.
 ED3570
 ED3570.The dynamic height is computed by dividing the NAVD 88
 ED3570.geopotential number by the normal gravity value computed on the
 ED3570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3570.degrees latitude (g = 980.6199 gals.).
 ED3570
 ED3570.The modeled gravity was interpolated from observed gravity values.
 ED3570
 ED3570;                    North         East    Units  Estimated Accuracy
 ED3570;SPC SC       -   311,530.      479,940.      MT  (+/- 180 meters Scaled)
 ED3570
 ED3570                          SUPERSEDED SURVEY CONTROL
 ED3570
 ED3570  NGVD 29 (12/12/91)  255.646  (m)          838.73   (f) ADJUSTED    1 2
 ED3570
 ED3570.Superseded values are not recommended for survey control.
 ED3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3570.See file dsdata.txt to determine how the superseded data were derived.
 ED3570
 ED3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU703334(NAD 83)
 ED3570_MARKER: DD = SURVEY DISK
 ED3570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3570_SP_SET: CONCRETE POST
 ED3570_STAMPING: 23 195 1991
 ED3570_MARK LOGO: SCGS  
 ED3570_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3570+STABILITY: SURFACE MOTION
 ED3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3570+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 ED3570
 ED3570  HISTORY     - Date     Condition        Report By
 ED3570  HISTORY     - 1991     MONUMENTED       SCGS
 ED3570  HISTORY     - 20000627 MARK NOT FOUND   SCGS
 ED3570
 ED3570                          STATION DESCRIPTION
 ED3570
 ED3570'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3570'STATION IS LOCATED 1.4 MILES WEST NORTHWEST OF WARE PLACE.
 ED3570'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3570'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3570'THE JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN
 ED3570'WARE PLACE, GO NORTHWEST ON HIGHWAY 8 FOR 1.1 MILES TO THE JUNCTION
 ED3570'OF WASHINGTON CHURCH ROAD, CONTINUE ON HIGHWAY 8 FOR 0.35 MILE TO A
 ED3570'DRIVEWAY LEFT LEADING TO A WOODEN HOUSE NUMBER 750 AND THE STATION IN
 ED3570'THE SOUTHEAST ANGLE OF THE DRIVEWAY.  STATION IS A CONCRETE POST
 ED3570'FLUSH WITH THE GROUND AND 4.0 FEET BELOW THE HIGHWAY, 44.7 FEET SOUTH
 ED3570'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 50.0 FEET EAST SOUTHEAST OF
 ED3570'THE CENTER OF THE DRIVEWAY, 36.7 FEET SOUTH SOUTHEAST OF A POWER POLE
 ED3570'WITH A SCGS REFERENCE WASHER ATTACHED, 159.9 FEET NORTH OF A POWER
 ED3570'POLE WITH A SECURITY LIGHT, 157.7 FEET NORTHEAST OF THE NORTH CORNER
 ED3570'OF THE BRICK FOUNDATION OF THE HOUSE, 36.7 FEET SOUTH SOUTHEAST OF A
 ED3570'WITNESS POST.  DESCRIBED BY T. HALL.
 ED3570
 ED3570                          STATION RECOVERY (2000)
 ED3570
 ED3570'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3570'NOT RECOVERED, APPARENT SHOULDER CONSTRUCTION, PULLED TAPE FROM
 ED3570'REMAINING REFERENCES AND SEARCHED 20 MINUTES WITH NO RESULTS. RECOVERY
 ED3570'BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3571 ***********************************************************************
 ED3571  DESIGNATION -  23 196
 ED3571  PID         -  ED3571
 ED3571  STATE/COUNTY-  SC/GREENVILLE
 ED3571  USGS QUAD   -  PELZER (1983)
 ED3571
 ED3571                         *CURRENT SURVEY CONTROL
 ED3571  ___________________________________________________________________
 ED3571* NAD 83(1986)-  34 38 20.     (N)    082 25 41.     (W)     SCALED    
 ED3571* NAVD 88     -       234.986  (meters)     770.95   (feet)  ADJUSTED  
 ED3571  ___________________________________________________________________
 ED3571  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED3571  DYNAMIC HT  -         234.746 (meters)     770.16  (feet)  COMP
 ED3571  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 ED3571
 ED3571  VERT ORDER  -  FIRST     CLASS II
 ED3571
 ED3571.The horizontal coordinates were scaled from a topographic map and have
 ED3571.an estimated accuracy of +/- 6 seconds.
 ED3571
 ED3571.The orthometric height was determined by differential leveling
 ED3571.and adjusted by the National Geodetic Survey in August 1993..
 ED3571
 ED3571.The geoid height was determined by GEOID03.
 ED3571
 ED3571.The dynamic height is computed by dividing the NAVD 88
 ED3571.geopotential number by the normal gravity value computed on the
 ED3571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3571.degrees latitude (g = 980.6199 gals.).
 ED3571
 ED3571.The modeled gravity was interpolated from observed gravity values.
 ED3571
 ED3571;                    North         East    Units  Estimated Accuracy
 ED3571;SPC SC       -   312,040.      478,680.      MT  (+/- 180 meters Scaled)
 ED3571
 ED3571                          SUPERSEDED SURVEY CONTROL
 ED3571
 ED3571  NGVD 29 (12/12/91)  235.083  (m)          771.27   (f) ADJUSTED    1 2
 ED3571
 ED3571.Superseded values are not recommended for survey control.
 ED3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3571.See file dsdata.txt to determine how the superseded data were derived.
 ED3571
 ED3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU691339(NAD 83)
 ED3571_MARKER: DD = SURVEY DISK
 ED3571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3571_SP_SET: CONCRETE POST
 ED3571_STAMPING: 23 196 1991
 ED3571_MARK LOGO: SCGS  
 ED3571_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3571+STABILITY: SURFACE MOTION
 ED3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3571+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 ED3571
 ED3571  HISTORY     - Date     Condition        Report By
 ED3571  HISTORY     - 1991     MONUMENTED       SCGS
 ED3571  HISTORY     - 20000627 MARK NOT FOUND   SCGS
 ED3571
 ED3571                          STATION DESCRIPTION
 ED3571
 ED3571'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3571'STATION IS LOCATED 2.25 MILES WEST NORTHWEST OF WARE PLACE, 2.2 MILES
 ED3571'EAST SOUTHEAST OF PELZER.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3571'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3571'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3571'HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN WARE PLACE, GO NORTHWEST
 ED3571'ON HIGHWAY 8 FOR 2.3 MILES TO THE JUNCTION OF STATE ROAD 159 AND THE
 ED3571'STATION IN THE NORTH ANGLE, 0.55 MILE EAST OF THE JUNCTION OF STATE
 ED3571'ROAD 52 (HOLLAND FORD ROAD).  STATION IS A CONCRETE POST FLUSH WITH
 ED3571'THE GROUND AND LEVEL WITH THE HIGHWAY, 33.5 FEET NORTH NORTHEAST OF
 ED3571'THE CENTER OF THE HIGHWAY, 5.7 FEET NORTHWEST OF A FIRE HYDRANT, 9.8
 ED3571'FEET NORTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 ED3571'11.1 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE PAD WITH A WATER
 ED3571'METER COVER IN THE CENTER, 42.0 FEET NORTHWEST OF THE CENTER OF THE
 ED3571'ROAD, 9.8 FEET NORTHWEST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3571
 ED3571                          STATION RECOVERY (2000)
 ED3571
 ED3571'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3571'NOT RECOVERED, PULLED TAPE FROM REFERENCES AND PRESUMED DESTROYED BY
 ED3571'HIGHWAY CONSTRUCTION, SEARCHED 20 MINUTES, REFERENCES ARE GONE.
 ED3571'RECOVERY BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3572 ***********************************************************************
 ED3572  DESIGNATION -  23 197
 ED3572  PID         -  ED3572
 ED3572  STATE/COUNTY-  SC/GREENVILLE
 ED3572  USGS QUAD   -  PELZER (1983)
 ED3572
 ED3572                         *CURRENT SURVEY CONTROL
 ED3572  ___________________________________________________________________
 ED3572* NAD 83(2001)-  34 38 29.25360(N)    082 26 45.44123(W)     ADJUSTED  
 ED3572* NAVD 88     -       226.088  (meters)     741.76   (feet)  ADJUSTED  
 ED3572  ___________________________________________________________________
 ED3572  X           -     690,605.674 (meters)                     COMP
 ED3572  Y           -  -5,207,707.923 (meters)                     COMP
 ED3572  Z           -   3,605,324.542 (meters)                     COMP
 ED3572  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 ED3572  ELLIP HEIGHT-         195.29  (meters)          (03/13/03) GPS OBS
 ED3572  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED3572  DYNAMIC HT  -         225.856 (meters)     741.00  (feet)  COMP
 ED3572  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 ED3572
 ED3572  HORZ ORDER  -  FIRST
 ED3572  VERT ORDER  -  FIRST     CLASS II
 ED3572  ELLP ORDER  -  FOURTH    CLASS II
 ED3572
 ED3572.The horizontal coordinates were established by GPS observations
 ED3572.and adjusted by the National Geodetic Survey in March 2003..
 ED3572
 ED3572.The orthometric height was determined by differential leveling
 ED3572.and adjusted by the National Geodetic Survey in August 1993..
 ED3572
 ED3572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3572
 ED3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3572
 ED3572.The ellipsoidal height was determined by GPS observations
 ED3572.and is referenced to NAD 83.
 ED3572
 ED3572.The geoid height was determined by GEOID03.
 ED3572
 ED3572.The dynamic height is computed by dividing the NAVD 88
 ED3572.geopotential number by the normal gravity value computed on the
 ED3572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3572.degrees latitude (g = 980.6199 gals.).
 ED3572
 ED3572.The modeled gravity was interpolated from observed gravity values.
 ED3572
 ED3572;                    North         East     Units Scale Factor Converg.
 ED3572;SPC SC       -   312,348.571   477,040.767   MT  0.99993746   -0 48 05.9
 ED3572;SPC SC       - 1,024,765.65  1,565,094.38   iFT  0.99993746   -0 48 05.9
 ED3572;UTM  17      - 3,834,234.124   367,476.161   MT  0.99981647   -0 49 19.4
 ED3572
 ED3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3572!SPC SC       -   0.99996935  x   0.99993746  =   0.99990681
 ED3572!UTM  17      -   0.99996935  x   0.99981647  =   0.99978582
 ED3572
 ED3572                          SUPERSEDED SURVEY CONTROL
 ED3572
 ED3572  NAD 83(1986)-  34 38 29.26275(N)    082 26 45.44149(W) AD(       ) 1
 ED3572  NAD 83(1995)-  34 38 29.25362(N)    082 26 45.44117(W) AD(       ) 1
 ED3572  ELLIP H (04/18/02)  195.30   (m)                       GP(       ) 4 1
 ED3572  NAVD 88 (04/18/02)  226.09   (m)          741.8    (f) LEVELING    3  
 ED3572  NGVD 29 (12/12/91)  226.185  (m)          742.08   (f) ADJUSTED    1 2
 ED3572
 ED3572.Superseded values are not recommended for survey control.
 ED3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3572.See file dsdata.txt to determine how the superseded data were derived.
 ED3572
 ED3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6747634234(NAD 83)
 ED3572_MARKER: DD = SURVEY DISK
 ED3572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3572_SP_SET: CONCRETE POST
 ED3572_STAMPING: 23 197 1991
 ED3572_MARK LOGO: SCGS  
 ED3572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3572+STABILITY: SURFACE MOTION
 ED3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3572+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 ED3572
 ED3572  HISTORY     - Date     Condition        Report By
 ED3572  HISTORY     - 1991     MONUMENTED       SCGS
 ED3572  HISTORY     - 20000627 GOOD             SCGS
 ED3572  HISTORY     - 20050531 GOOD             FRELAN
 ED3572
 ED3572                          STATION DESCRIPTION
 ED3572
 ED3572'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3572'STATION IS LOCATED 1.15 MILES EAST OF PELZER.  OWNERSHIP--SCDHPT,
 ED3572'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3572'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3572'HIGHWAYS 20 AND 8 IN PELZER, GO EAST SOUTHEAST ON HIGHWAY 8 FOR 0.65
 ED3572'MILE TO THE BRIDGE OVER THE SALUDA RIVER (GREENVILLE-ANDERSON COUNTY
 ED3572'LINE), CONTINUE ON HIGHWAY 8 FOR 0.6 MILE TO AN ENTRANCE TO THE
 ED3572'WESTSHORE II BUDGET STORE AND THE STATION NEAR THE SOUTHEAST CORNER
 ED3572'OF THE PROPERTY.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3572'AND LEVEL WITH THE HIGHWAY, 60.4 FEET NORTH NORTHEAST OF THE CENTER
 ED3572'OF THE HIGHWAY, 126.1 FEET EAST SOUTHEAST OF THE CENTER OF THE
 ED3572'DRIVEWAY, 78.4 FEET SOUTH OF THE SOUTHEAST CORNER OF THE PARKING LOT
 ED3572'OF THE STORE, 85.4 FEET EAST OF A TELEPHONE JUNCTION BOX NUMBER 214,
 ED3572'36.1 FEET NORTHEAST OF THE CENTER OF AN EXPOSED CONCRETE WATER LINE,
 ED3572'3.8 FEET WEST NORTHWEST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3572
 ED3572                          STATION RECOVERY (2000)
 ED3572
 ED3572'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3572'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTHEAST OF WILLIAMSTON, 14.8
 ED3572'MILES (23.8 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3572'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3572'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3572'HIGHWAYS 20 AND 8 IN PELZER, GO EAST SOUTHEAST ON HIGHWAY 8 FOR 0.65
 ED3572'MILE (1.05 KM) TO THE BRIDGE OVER THE SALUDA RIVER
 ED3572'(GREENVILLE/ANDERSON COUNTY LINE) , CONTINUE ON HIGHWAY 8 FOR 0.6 MILE
 ED3572'(1.0 KM) TO THE STATION ON THE LEFT NEAR A CONCRETE MANHOLE COVER
 ED3572'PROJECTING 3.0-FOOT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3572'AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 60.1 FEET (18.3 M) NORTH
 ED3572'NORTHEAST OF THE CENTER OF THE HIGHWAY, 84.8 FEET (25.8 M) EAST OF A
 ED3572'TELEPHONE JUNCTION BOX NUMBER 214, 128.0 FEET (39.0 M) EAST SOUTHEAST
 ED3572'OF THE CENTER OF A DRIVEWAY LEADING TO AN ABANDONED GROCERY STORE
 ED3572'(BARGAINS FOOD STORE) , 9.1 FEET (2.8 M) NORTHEAST OF THE CENTER OF
 ED3572'THE MANHOLE COVER, 3.7 FEET (1.1 M) WEST NORTHWEST OF A WITNESS POST.
 ED3572'RECOVERED BY J.B.  SMOAK.
 ED3572
 ED3572                          STATION RECOVERY (2005)
 ED3572
 ED3572'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 ED3572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3576 ***********************************************************************
 ED3576  DESIGNATION -  23 198
 ED3576  PID         -  ED3576
 ED3576  STATE/COUNTY-  SC/GREENVILLE
 ED3576  USGS QUAD   -  PELZER (1983)
 ED3576
 ED3576                         *CURRENT SURVEY CONTROL
 ED3576  ___________________________________________________________________
 ED3576* NAD 83(2001)-  34 40 30.66840(N)    082 24 01.73803(W)     ADJUSTED  
 ED3576* NAVD 88     -       277.289  (meters)     909.74   (feet)  ADJUSTED  
 ED3576  ___________________________________________________________________
 ED3576  X           -     694,462.753 (meters)                     COMP
 ED3576  Y           -  -5,205,090.806 (meters)                     COMP
 ED3576  Z           -   3,608,431.245 (meters)                     COMP
 ED3576  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 ED3576  ELLIP HEIGHT-         246.41  (meters)          (03/13/03) GPS OBS
 ED3576  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 ED3576  DYNAMIC HT  -         277.007 (meters)     908.81  (feet)  COMP
 ED3576  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 ED3576
 ED3576  HORZ ORDER  -  FIRST
 ED3576  VERT ORDER  -  FIRST     CLASS II
 ED3576  ELLP ORDER  -  FOURTH    CLASS II
 ED3576
 ED3576.The horizontal coordinates were established by GPS observations
 ED3576.and adjusted by the National Geodetic Survey in March 2003..
 ED3576
 ED3576.The orthometric height was determined by differential leveling
 ED3576.and adjusted by the National Geodetic Survey in August 1993..
 ED3576
 ED3576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3576
 ED3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3576
 ED3576.The ellipsoidal height was determined by GPS observations
 ED3576.and is referenced to NAD 83.
 ED3576
 ED3576.The geoid height was determined by GEOID03.
 ED3576
 ED3576.The dynamic height is computed by dividing the NAVD 88
 ED3576.geopotential number by the normal gravity value computed on the
 ED3576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3576.degrees latitude (g = 980.6199 gals.).
 ED3576
 ED3576.The modeled gravity was interpolated from observed gravity values.
 ED3576
 ED3576;                    North         East     Units Scale Factor Converg.
 ED3576;SPC SC       -   316,032.012   481,259.990   MT  0.99994763   -0 46 35.1
 ED3576;SPC SC       - 1,036,850.43  1,578,936.98   iFT  0.99994763   -0 46 35.1
 ED3576;UTM  17      - 3,837,915.570   371,696.137   MT  0.99980290   -0 47 48.8
 ED3576
 ED3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3576!SPC SC       -   0.99996132  x   0.99994763  =   0.99990895
 ED3576!UTM  17      -   0.99996132  x   0.99980290  =   0.99976423
 ED3576
 ED3576                          SUPERSEDED SURVEY CONTROL
 ED3576
 ED3576  NAD 83(1986)-  34 40 30.67758(N)    082 24 01.73831(W) AD(       ) 1
 ED3576  NAD 83(1995)-  34 40 30.66795(N)    082 24 01.73777(W) AD(       ) 1
 ED3576  ELLIP H (04/18/02)  246.43   (m)                       GP(       ) 4 1
 ED3576  NAVD 88 (04/18/02)  277.29   (m)          909.7    (f) LEVELING    3  
 ED3576  NGVD 29 (12/12/91)  277.385  (m)          910.05   (f) ADJUSTED    1 2
 ED3576
 ED3576.Superseded values are not recommended for survey control.
 ED3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3576.See file dsdata.txt to determine how the superseded data were derived.
 ED3576
 ED3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7169637916(NAD 83)
 ED3576_MARKER: DD = SURVEY DISK
 ED3576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3576_SP_SET: CONCRETE POST
 ED3576_STAMPING: 23 198 1991
 ED3576_MARK LOGO: SCGS  
 ED3576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3576+STABILITY: SURFACE MOTION
 ED3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3576+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 ED3576
 ED3576  HISTORY     - Date     Condition        Report By
 ED3576  HISTORY     - 1991     MONUMENTED       SCGS
 ED3576  HISTORY     - 20000711 GOOD             SCGS
 ED3576  HISTORY     - 20050531 GOOD             FRELAN
 ED3576
 ED3576                          STATION DESCRIPTION
 ED3576
 ED3576'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3576'STATION IS LOCATED 3.35 MILES NORTH OF WARE PLACE, 4.3 MILES
 ED3576'NORTHEAST OF PELZER.  OWNERSHIP--BILL PECK, PHONE 803-243-5711 AT
 ED3576'WORK AND 803-243-4056 AT HOME.  TO REACH THE STATION FROM THE
 ED3576'JUNCTION OF STATE HIGHWAYS 418, 247, 8 AND U.S. HIGHWAY 25 IN WARE
 ED3576'PLACE, GO NORTH ON HIGHWAY 25 FOR 3.2 MILES TO THE ENTRANCE DRIVEWAY
 ED3576'LEFT TO A TWO STORY WOODEN HOUSE AND A METAL BUILDING (CREATIVE
 ED3576'WOODWORK CABINET COMPANY) WITH A WOOD FRONT, TURN LEFT ON THE
 ED3576'DRIVEWAY TO THE STATION IN THE YARD OF THE HOUSE, 0.05 MILE SOUTHEAST
 ED3576'OF THE JUNCTION OF WAY CROSS CHURCH ROAD.  STATION IS A CONCRETE POST
 ED3576'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 45.0 FEET SOUTH
 ED3576'SOUTHWEST OF A 20-INCH CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY,
 ED3576'37.4 FEET SOUTH OF A POWER POLE 25T WITH A GUY WIRE AND A SCGS
 ED3576'REFERENCE WASHER ATTACHED, 84.7 FEET NORTH NORTHWEST OF A POWER POLE
 ED3576'WITH GUY WIRE AND TRANSFORMER, 45.0 FEET SOUTH SOUTHEAST OF THE
 ED3576'CENTER OF THE CENTER OF THE DRIVEWAY, 101.8 FEET SOUTH SOUTHEAST OF
 ED3576'THE EAST CORNER OF THE METAL BUILDING, 160.4 FEET EAST NORTHEAST OF
 ED3576'THE NORTH NORTHEAST CORNER OF THE FOUNDATION OF THE FRONT PORCH OF
 ED3576'THE HOUSE, 37.6 FEET SOUTH OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3576
 ED3576                          STATION RECOVERY (2000)
 ED3576
 ED3576'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3576'STATION IS LOCATED 3.9 MILES (6.3 KM) EAST SOUTHEAST OF PIEDMONT, 12.1
 ED3576'MILES (19.5 KM) SOUTH OF GREENVILLE.  OWNERSHIP--BILL PELK, 8500
 ED3576'AUGUSTA ROAD, PELZER, SC 29669, PHONE 864-243-5711 AT WORK OR
 ED3576'864-243-4056 AT HOME.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3576'HIGHWAYS 418 (OLD HUNDRED ROAD) , 8 (PELZER HIGHWAY) AND U.S. HIGHWAY
 ED3576'25 (AUGUSTA ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF
 ED3576'PELZER, GO NORTH ON HIGHWAY 25 FOR 3.4 MILES (5.5 KM) TO THE STATION
 ED3576'ON THE LEFT IN THE FRONT YARD OF A TWO STORY WOODEN HOUSE NUMBER 8504
 ED3576'AND IN THE SOUTH ANGLE OF A DRIVEWAY LEADING BETWEEN THE HOUSE AND A
 ED3576'METAL BUILDING (CREATIVE WOODWORK CABINET COMPANY) WITH A WOODEN
 ED3576'FRONT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 ED3576'(0.3 M) BELOW THE HIGHWAY, 62.6 FEET (19.1 M) WEST SOUTHWEST OF THE
 ED3576'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 37.3 FEET (11.4 M)
 ED3576'SOUTH OF A POWER POLE 50T WITH GUY WIRE, 85.0 FEET (25.9 M) NORTH
 ED3576'NORTHWEST OF A POWER POLE WITH TWO GUY WIRES, A TRANSFORMER AND A
 ED3576'METER, 44.8 FEET (13.7 M) SOUTH SOUTHWEST OF THE SOUTH END OF A
 ED3576'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 53.1 FEET (16.2
 ED3576'M) SOUTH SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 37.6 FEET (11.5 M)
 ED3576'SOUTH OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 ED3576
 ED3576                          STATION RECOVERY (2005)
 ED3576
 ED3576'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 ED3576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3583 ***********************************************************************
 ED3583  DESIGNATION -  23 199
 ED3583  PID         -  ED3583
 ED3583  STATE/COUNTY-  SC/GREENVILLE
 ED3583  USGS QUAD   -  GREENVILLE (1983)
 ED3583
 ED3583                         *CURRENT SURVEY CONTROL
 ED3583  ___________________________________________________________________
 ED3583* NAD 83(1986)-  34 46 48.     (N)    082 22 30.     (W)     SCALED    
 ED3583* NAVD 88     -       288.776  (meters)     947.43   (feet)  ADJUSTED  
 ED3583  ___________________________________________________________________
 ED3583  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 ED3583  DYNAMIC HT  -         288.483 (meters)     946.46  (feet)  COMP
 ED3583  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 ED3583
 ED3583  VERT ORDER  -  FIRST     CLASS II
 ED3583
 ED3583.The horizontal coordinates were scaled from a topographic map and have
 ED3583.an estimated accuracy of +/- 6 seconds.
 ED3583
 ED3583.The orthometric height was determined by differential leveling
 ED3583.and adjusted by the National Geodetic Survey in August 1993..
 ED3583
 ED3583.The geoid height was determined by GEOID03.
 ED3583
 ED3583.The dynamic height is computed by dividing the NAVD 88
 ED3583.geopotential number by the normal gravity value computed on the
 ED3583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3583.degrees latitude (g = 980.6199 gals.).
 ED3583
 ED3583.The modeled gravity was interpolated from observed gravity values.
 ED3583
 ED3583;                    North         East    Units  Estimated Accuracy
 ED3583;SPC SC       -   327,630.      483,750.      MT  (+/- 180 meters Scaled)
 ED3583
 ED3583                          SUPERSEDED SURVEY CONTROL
 ED3583
 ED3583  NGVD 29 (12/12/91)  288.869  (m)          947.73   (f) ADJUSTED    1 2
 ED3583
 ED3583.Superseded values are not recommended for survey control.
 ED3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3583.See file dsdata.txt to determine how the superseded data were derived.
 ED3583
 ED3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU741495(NAD 83)
 ED3583_MARKER: DD = SURVEY DISK
 ED3583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3583_SP_SET: CONCRETE POST
 ED3583_STAMPING: 23 199 1991
 ED3583_MARK LOGO: SCGS  
 ED3583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3583+STABILITY: SURFACE MOTION
 ED3583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3583+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 ED3583
 ED3583  HISTORY     - Date     Condition        Report By
 ED3583  HISTORY     - 1991     MONUMENTED       SCGS
 ED3583  HISTORY     - 20000710 GOOD             SCGS
 ED3583  HISTORY     - 20040702 GOOD             USPSQD
 ED3583  HISTORY     - 20051011 GOOD             USPSQD
 ED3583
 ED3583                          STATION DESCRIPTION
 ED3583
 ED3583'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3583'STATION IS LOCATED 4.95 MILES SOUTH OF GREENVILLE, 3.7 MILES WEST OF
 ED3583'MAULDIN.  OWNERSHIP--AUGUSTA ROAD CHURCH OF CHRIST, MR. BARNETT,
 ED3583'PHONE 803-277-5717.  TO REACH THE STATION FROM THE JUNCTION OVERPASS
 ED3583'OF U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND INTERSTATE 85, 3.8
 ED3583'MILES SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST ON HIGHWAY 25 FOR 1.15
 ED3583'MILES TO THE JUNCTION OF NORTH ESTATES DRIVE RIGHT AND STATE ROAD 7
 ED3583'LEFT, TURN LEFT ON ROAD 7 FOR 0.05 MILE TO THE JUNCTION OF HIGHWAY
 ED3583'ACCESS LANES, TURN LEFT ON ROAD 7 AND PROCEED RIGHT INTO THE
 ED3583'SOUTHWEST PARKING AREA OF THE AUGUSTA ROAD CHURCH OF CHRIST AND THE
 ED3583'STATION IN THE GRASSY YARD IN FRONT OF THE CHURCH.  STATION IS A
 ED3583'CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET ABOVE THE ROAD, 58.4
 ED3583'FEET SOUTH SOUTHEAST OF THE SOUTHWEST END OF A 12-INCH CONCRETE PIPE
 ED3583'CULVERT BENEATH THE NORTHEAST CHURCH DRIVEWAY, 31.1 FEET NORTHWEST OF
 ED3583'A SECURITY LIGHT POST WITH A SCGS REFERENCE WASHER ATTACHED, 11.9
 ED3583'FEET NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE CURB AT THE
 ED3583'SOUTHWEST PARKING AREA IN FRONT OF THE CHURCH, 76.7 FEET NORTHWEST OF
 ED3583'THE NORTH CORNER OF THE BRICK PORTION OF THE CHURCH STEPS, 32.9 FEET
 ED3583'SOUTHEAST OF THE SOUTHEAST METAL LEG OF THE CHURCH SIGN, 64.0 FEET
 ED3583'EAST OF A POWER POLE 25/K WITH 3 GUY WIRES, 30.6 FEET NORTHWEST OF A
 ED3583'WITNESS POST.  DESCRIBED BY T. HALL.
 ED3583
 ED3583                          STATION RECOVERY (2000)
 ED3583
 ED3583'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3583'STATION IS LOCATED 5.15 MILES (8.29 KM) SOUTH OF GREENVILLE, 7.45
 ED3583'MILES (11.99 KM) NORTHWEST OF SIMPSONVILLE.  OWNERSHIP--AUGUSTA ROAD
 ED3583'CHURCH OF CHRIST, 5315 AUGUSTA ROAD, GREENVILLE, SC 29605.  PHONE,
 ED3583'864-277-5717.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 ED3583'INTERSTATE 85 (EXIT 46A) AND U.S.  HIGHWAY 25 BUSINESS (AUGUSTA ROAD)
 ED3583', 4.0 MILES (6.4 KM) SOUTH OF GREENVILLE, GO SOUTH SOUTHWEST ON
 ED3583'HIGHWAY 25 BUSINESS FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE
 ED3583'HIGHWAY 291 (PLEASANTBURG DRIVE) , BEAR RIGHT ON HIGHWAYS 25 AND 291
 ED3583'FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 7, TURN LEFT ON
 ED3583'ROAD 7 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF THE HIGHWAY ACCESS
 ED3583'LANES, TURN LEFT ON ROAD 7 AND PROCEED RIGHT TO THE STATION IN THE
 ED3583'PARKING LOT FOR THE AUGUSTA ROAD CHURCH OF CHRIST AND IN LINE WITH THE
 ED3583'FRONT STEPS OF THE CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3583'GROUND AND LEVEL WITH THE PARKING LOT, 78.4 FEET (23.9 M) SOUTHEAST OF
 ED3583'THE CENTER OF THE ROAD, 63.8 FEET (19.4 M) EAST OF A POWER POLE NUMBER
 ED3583'25/K WITH THREE GUY WIRES, 62.2 FEET (19.0 M) SOUTH OF A SECURITY
 ED3583'LIGHT POLE, 45.1 FEET (13.7 M) WEST SOUTHWEST OF THE WEST CORNER OF
 ED3583'THE NEW SANCTUARY, 76.4 FEET (23.3 M) NORTHWEST OF THE NORTHWEST FACE
 ED3583'OF THE STEPS LEADING TO THE OLD SANCTUARY.  RECOVERED BY J.B.  SMOAK.
 ED3583
 ED3583                          STATION RECOVERY (2004)
 ED3583
 ED3583'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED3583'RECOVERED IN GOOD CONDITION.
 ED3583
 ED3583                          STATION RECOVERY (2005)
 ED3583
 ED3583'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED3583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3543 ***********************************************************************
 ED3543  DESIGNATION -  23 200
 ED3543  PID         -  ED3543
 ED3543  STATE/COUNTY-  SC/GREENVILLE
 ED3543  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3543
 ED3543                         *CURRENT SURVEY CONTROL
 ED3543  ___________________________________________________________________
 ED3543* NAD 83(1986)-  34 44 22.     (N)    082 14 32.     (W)     SCALED    
 ED3543* NAVD 88     -       263.341  (meters)     863.98   (feet)  ADJUSTED  
 ED3543  ___________________________________________________________________
 ED3543  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED3543  DYNAMIC HT  -         263.074 (meters)     863.10  (feet)  COMP
 ED3543  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 ED3543
 ED3543  VERT ORDER  -  FIRST     CLASS II
 ED3543
 ED3543.The horizontal coordinates were scaled from a topographic map and have
 ED3543.an estimated accuracy of +/- 6 seconds.
 ED3543
 ED3543.The orthometric height was determined by differential leveling
 ED3543.and adjusted by the National Geodetic Survey in August 1993..
 ED3543
 ED3543.The geoid height was determined by GEOID03.
 ED3543
 ED3543.The dynamic height is computed by dividing the NAVD 88
 ED3543.geopotential number by the normal gravity value computed on the
 ED3543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3543.degrees latitude (g = 980.6199 gals.).
 ED3543
 ED3543.The modeled gravity was interpolated from observed gravity values.
 ED3543
 ED3543;                    North         East    Units  Estimated Accuracy
 ED3543;SPC SC       -   322,970.      495,850.      MT  (+/- 180 meters Scaled)
 ED3543
 ED3543                          SUPERSEDED SURVEY CONTROL
 ED3543
 ED3543  NGVD 29 (12/12/91)  263.423  (m)          864.25   (f) ADJUSTED    1 2
 ED3543
 ED3543.Superseded values are not recommended for survey control.
 ED3543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3543.See file dsdata.txt to determine how the superseded data were derived.
 ED3543
 ED3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU862448(NAD 83)
 ED3543_MARKER: DD = SURVEY DISK
 ED3543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3543_SP_SET: CONCRETE POST
 ED3543_STAMPING: 23 200 1991
 ED3543_MARK LOGO: SCGS  
 ED3543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3543+STABILITY: SURFACE MOTION
 ED3543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3543+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 ED3543
 ED3543  HISTORY     - Date     Condition        Report By
 ED3543  HISTORY     - 1991     MONUMENTED       SCGS
 ED3543  HISTORY     - 20000719 GOOD             SCGS
 ED3543
 ED3543                          STATION DESCRIPTION
 ED3543
 ED3543'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3543'STATION IS LOCATED IN SIMPSONVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3543'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3543'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3543'HIGHWAYS 14 (MAIN STREET) AND 417 (CURTIS STREET) IN SIMPSONVILLE, GO
 ED3543'EAST NORTHEAST ON HIGHWAY 417 FOR 0.75 MILE TO THE STATION ON THE
 ED3543'RIGHT IN THE NORTHWEST CORNER OF AN OPEN LOT AT THE EAST GEORGIA ROAD
 ED3543'BAPTIST CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3543'1.5 FEET ABOVE THE HIGHWAY, 47.0 FEET EAST OF A POWER POLE NUMBER
 ED3543'2/14 WITH TRANSFORMER AND SECURITY LIGHT, 10.4 FEET SOUTH OF THE
 ED3543'SOUTH EDGE OF A SIDEWALK, 45.7 FEET WEST OF A POWER POLE 2/15/20/K,
 ED3543'52.5 FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE CURBING AT THE
 ED3543'PARKING SPACES FOR THE CHURCH, 97.2 FEET NORTH NORTHEAST OF A POWER
 ED3543'POLE WITH A SECURITY LIGHT, 45.7 FEET WEST OF A WITNESS POST.
 ED3543'DESCRIBED BY T. HALL.
 ED3543
 ED3543                          STATION RECOVERY (2000)
 ED3543
 ED3543'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3543'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTHWEST OF FOUNTAIN INN, 11.6
 ED3543'SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3543'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3543'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3543'HIGHWAYS 417 (CURTIS STREET) AND 14 (MAIN STREET) IN SIMPSONVILLE, GO
 ED3543'EAST ON HIGHWAY 417 0.75 MILE (1.21 KM) TO THE STATION ON THE RIGHT IN
 ED3543'A GRASSY AREA NEXT TO THE EAST GEORGIA ROAD BAPTIST CHURCH PARKING
 ED3543'LOT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET
 ED3543'(0.5 M) ABOVE THE HIGHWAY, 47.8 FEET (14.6 M) WEST OF POWER POLE
 ED3543'NUMBER 20 K, 48.5 FEET (14.8 M) EAST OF A POWER POLE WITH A
 ED3543'TRANSFORMER, A SECURITY LIGHT AND A SCGS REFERENCE WASHER ATTACHED,
 ED3543'96.9 FEET (29.5 M) NORTH NORTHEAST OF A SECURITY LIGHT POLE, 11.4 FEET
 ED3543'(3.5 M) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 46.0 FEET (14.0 M) WEST
 ED3543'OF A WITNESS POST.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3552 ***********************************************************************
 ED3552  DESIGNATION -  23 201
 ED3552  PID         -  ED3552
 ED3552  STATE/COUNTY-  SC/GREENVILLE
 ED3552  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3552
 ED3552                         *CURRENT SURVEY CONTROL
 ED3552  ___________________________________________________________________
 ED3552* NAD 83(1986)-  34 42 37.     (N)    082 12 44.     (W)     SCALED    
 ED3552* NAVD 88     -       251.217  (meters)     824.20   (feet)  ADJUSTED  
 ED3552  ___________________________________________________________________
 ED3552  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 ED3552  DYNAMIC HT  -         250.963 (meters)     823.37  (feet)  COMP
 ED3552  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 ED3552
 ED3552  VERT ORDER  -  FIRST     CLASS II
 ED3552
 ED3552.The horizontal coordinates were scaled from a topographic map and have
 ED3552.an estimated accuracy of +/- 6 seconds.
 ED3552
 ED3552.The orthometric height was determined by differential leveling
 ED3552.and adjusted by the National Geodetic Survey in August 1993..
 ED3552
 ED3552.The geoid height was determined by GEOID03.
 ED3552
 ED3552.The dynamic height is computed by dividing the NAVD 88
 ED3552.geopotential number by the normal gravity value computed on the
 ED3552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3552.degrees latitude (g = 980.6199 gals.).
 ED3552
 ED3552.The modeled gravity was interpolated from observed gravity values.
 ED3552
 ED3552;                    North         East    Units  Estimated Accuracy
 ED3552;SPC SC       -   319,710.      498,560.      MT  (+/- 180 meters Scaled)
 ED3552
 ED3552                          SUPERSEDED SURVEY CONTROL
 ED3552
 ED3552  NGVD 29 (12/12/91)  251.303  (m)          824.48   (f) ADJUSTED    1 2
 ED3552
 ED3552.Superseded values are not recommended for survey control.
 ED3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3552.See file dsdata.txt to determine how the superseded data were derived.
 ED3552
 ED3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU889415(NAD 83)
 ED3552_MARKER: DD = SURVEY DISK
 ED3552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3552_SP_SET: CONCRETE POST
 ED3552_STAMPING: 23 201 1991
 ED3552_MARK LOGO: SCGS  
 ED3552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3552+STABILITY: SURFACE MOTION
 ED3552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3552+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 ED3552
 ED3552  HISTORY     - Date     Condition        Report By
 ED3552  HISTORY     - 1991     MONUMENTED       SCGS
 ED3552  HISTORY     - 20000718 GOOD             SCGS
 ED3552
 ED3552                          STATION DESCRIPTION
 ED3552
 ED3552'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3552'STATION IS LOCATED 1.45 MILES NORTHWEST OF FOUNTAIN INN.
 ED3552'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3552'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3552'THE JUNCTION OF STATE HIGHWAYS 418 (JONES STREET) AND 14 (MAIN
 ED3552'STREET) IN FOUNTAIN INN, GO NORTHWEST ON HIGHWAY 14 FOR 1.2 MILES TO
 ED3552'THE JUNCTION OF STATE ROAD 160 (HOWARD STREET), TURN RIGHT ON ROAD
 ED3552'160 FOR 0.65 MILE TO A PAVED ROAD FORK LEFT AND A DRIVEWAY RIGHT
 ED3552'LEADING TO A VINYL-SIDED HOUSE AND THE STATION IN THE SOUTHEAST ANGLE
 ED3552'OF THE DRIVEWAY.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3552'AND LEVEL WITH THE ROAD, 22.0 FEET EAST SOUTHEAST OF THE CENTER OF
 ED3552'THE ROAD, 11.3 FEET SOUTH SOUTHWEST OF THE CENTER OF THE DRIVEWAY,
 ED3552'6.1 FEET SOUTH SOUTHEAST OF A METAL WATER METER COVER IN THE
 ED3552'SOUTHEAST ANGLE OF THE DRIVEWAY, 51.2 FEET WEST OF THE SOUTHWEST
 ED3552'CORNER OF THE VINYL-SIDED HOUSE NUMBER 607.  DESCRIBED BY T. HALL.
 ED3552
 ED3552                          STATION RECOVERY (2000)
 ED3552
 ED3552'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3552'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTHWEST OF FOUNTAIN INN, 14.2
 ED3552'SOUTHEAST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3552'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3552'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3552'HIGHWAYS 418 (JONES STREET) AND 14 (MAIN STREET) IN FOUNTAIN INN, GO
 ED3552'NORTHWEST ON HIGHWAY 14 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF
 ED3552'STATE ROAD 160 (HOWARD STREET) , TURN RIGHT ON ROAD 160 FOR 0.65 MILE
 ED3552'(1.05 KM) TO THE STATION ON THE RIGHT IN THE SOUTH ANGLE OF A DRIVEWAY
 ED3552'LEADING TO VINYL-SIDED HOUSE NUMBER 607.  STATION IS A CONCRETE POST
 ED3552'FLUSH WITH THE GROUND AND LEVEL WITH ROAD 160, 22.8 FEET (6.9 M) EAST
 ED3552'SOUTHEAST OF THE CENTER OF THE ROAD, 11.3 FEET (3.4 M) SOUTH SOUTHWEST
 ED3552'OF THE CENTER OF THE DRIVEWAY, 47.1 FEET (14.4 M) WEST OF THE
 ED3552'SOUTHWEST CORNER OF HOUSE NUMBER 607, 5.8 FEET (1.8 M) SOUTH SOUTHEAST
 ED3552'OF THE CENTER OF A METAL MANHOLE COVER, 12.6 FEET (3.8 M) NORTH
 ED3552'NORTHWEST OF THE WEST END OF A 0.8-FOOT TALL CONCRETE BLOCK WALL.
 ED3552'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3584 ***********************************************************************
 ED3584  DESIGNATION -  23 202
 ED3584  PID         -  ED3584
 ED3584  STATE/COUNTY-  SC/GREENVILLE
 ED3584  USGS QUAD   -  GREENVILLE (1983)
 ED3584
 ED3584                         *CURRENT SURVEY CONTROL
 ED3584  ___________________________________________________________________
 ED3584* NAD 83(1986)-  34 47 12.     (N)    082 22 36.     (W)     SCALED    
 ED3584* NAVD 88     -       276.761  (meters)     908.01   (feet)  ADJUSTED  
 ED3584  ___________________________________________________________________
 ED3584  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 ED3584  DYNAMIC HT  -         276.479 (meters)     907.08  (feet)  COMP
 ED3584  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 ED3584
 ED3584  VERT ORDER  -  FIRST     CLASS II
 ED3584
 ED3584.The horizontal coordinates were scaled from a topographic map and have
 ED3584.an estimated accuracy of +/- 6 seconds.
 ED3584
 ED3584.The orthometric height was determined by differential leveling
 ED3584.and adjusted by the National Geodetic Survey in August 1993..
 ED3584
 ED3584.The geoid height was determined by GEOID03.
 ED3584
 ED3584.The dynamic height is computed by dividing the NAVD 88
 ED3584.geopotential number by the normal gravity value computed on the
 ED3584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3584.degrees latitude (g = 980.6199 gals.).
 ED3584
 ED3584.The modeled gravity was interpolated from observed gravity values.
 ED3584
 ED3584;                    North         East    Units  Estimated Accuracy
 ED3584;SPC SC       -   328,370.      483,610.      MT  (+/- 180 meters Scaled)
 ED3584
 ED3584                          SUPERSEDED SURVEY CONTROL
 ED3584
 ED3584  NGVD 29 (12/12/91)  276.853  (m)          908.31   (f) ADJUSTED    1 2
 ED3584
 ED3584.Superseded values are not recommended for survey control.
 ED3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3584.See file dsdata.txt to determine how the superseded data were derived.
 ED3584
 ED3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU740502(NAD 83)
 ED3584_MARKER: DD = SURVEY DISK
 ED3584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3584_SP_SET: CONCRETE POST
 ED3584_STAMPING: 23 202 1991
 ED3584_MARK LOGO: SCGS  
 ED3584_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3584+STABILITY: SURFACE MOTION
 ED3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3584+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 ED3584
 ED3584  HISTORY     - Date     Condition        Report By
 ED3584  HISTORY     - 1991     MONUMENTED       SCGS
 ED3584  HISTORY     - 20000710 MARK NOT FOUND   SCGS
 ED3584  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 ED3584
 ED3584                          STATION DESCRIPTION
 ED3584
 ED3584'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3584'STATION IS LOCATED 4.5 MILES SOUTH OF GREENVILLE.  OWNERSHIP--SCDHPT,
 ED3584'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3584'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3584'U.S. HIGHWAY 25 BUSINESS (AUGUSTA ROAD) AND INTERSTATE 85, 3.8 MILES
 ED3584'SOUTH OF GREENVILLE, GO SOUTH ON HIGHWAY 25 FOR 0.65 MILE TO THE
 ED3584'JUNCTION OF STATE ROAD 50, TURN LEFT ON ROAD 50 FOR 0.1 MILE TO THE
 ED3584'STATION ON THE LEFT NEAR AN EXIT DRIVEWAY FOR A GAS STATION.  STATION
 ED3584'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 ED3584'43.6 FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 ED3584'FOUNDATION OF A SECURITY LIGHT POST, 133.8 FEET SOUTHWEST OF THE
 ED3584'CENTER OF ROAD 50, 98.2 FEET SOUTHWEST OF A POWER LINE STUB POLE WITH
 ED3584'GUY WIRE, 48.3 FEET EAST OF THE CENTER OF THE NORTHBOUND LANES OF
 ED3584'HIGHWAY 25, 14.6 FEET EAST OF THE NORTH END OF A 20-INCH METAL PIPE
 ED3584'CULVERT BENEATH A DRIVEWAY TO A GAS STATION, 4.3 FEET NORTH OF THE
 ED3584'NORTH EDGE OF A CONCRETE CURB OF THE DRIVEWAY, 43.9 FEET WEST OF A
 ED3584'WITNESS POST.  DESCRIBED BY T. HALL.
 ED3584
 ED3584                          STATION RECOVERY (2000)
 ED3584
 ED3584'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3584'NOT RECOVERED, ALL MEASUREMENTS BUT ONE DESTROYED OR ALTERED, SEARCHED
 ED3584'FOR 20 MINUTES.  RECOVERY BY J.B.  SMOAK.
 ED3584
 ED3584                          STATION RECOVERY (2004)
 ED3584
 ED3584'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED3584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3582 ***********************************************************************
 ED3582  DESIGNATION -  23 203
 ED3582  PID         -  ED3582
 ED3582  STATE/COUNTY-  SC/GREENVILLE
 ED3582  USGS QUAD   -  GREENVILLE (1983)
 ED3582
 ED3582                         *CURRENT SURVEY CONTROL
 ED3582  ___________________________________________________________________
 ED3582* NAD 83(1986)-  34 46 29.     (N)    082 22 56.     (W)     SCALED    
 ED3582* NAVD 88     -       287.479  (meters)     943.17   (feet)  ADJUSTED  
 ED3582  ___________________________________________________________________
 ED3582  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 ED3582  DYNAMIC HT  -         287.186 (meters)     942.21  (feet)  COMP
 ED3582  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 ED3582
 ED3582  VERT ORDER  -  FIRST     CLASS II
 ED3582
 ED3582.The horizontal coordinates were scaled from a topographic map and have
 ED3582.an estimated accuracy of +/- 6 seconds.
 ED3582
 ED3582.The orthometric height was determined by differential leveling
 ED3582.and adjusted by the National Geodetic Survey in August 1993..
 ED3582
 ED3582.The geoid height was determined by GEOID03.
 ED3582
 ED3582.The dynamic height is computed by dividing the NAVD 88
 ED3582.geopotential number by the normal gravity value computed on the
 ED3582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3582.degrees latitude (g = 980.6199 gals.).
 ED3582
 ED3582.The modeled gravity was interpolated from observed gravity values.
 ED3582
 ED3582;                    North         East    Units  Estimated Accuracy
 ED3582;SPC SC       -   327,050.      483,080.      MT  (+/- 180 meters Scaled)
 ED3582
 ED3582                          SUPERSEDED SURVEY CONTROL
 ED3582
 ED3582  NGVD 29 (12/12/91)  287.571  (m)          943.47   (f) ADJUSTED    1 2
 ED3582
 ED3582.Superseded values are not recommended for survey control.
 ED3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3582.See file dsdata.txt to determine how the superseded data were derived.
 ED3582
 ED3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU735489(NAD 83)
 ED3582_MARKER: DD = SURVEY DISK
 ED3582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3582_SP_SET: CONCRETE POST
 ED3582_STAMPING: 23 203 1991
 ED3582_MARK LOGO: SCGS  
 ED3582_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3582+STABILITY: SURFACE MOTION
 ED3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3582+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 ED3582
 ED3582  HISTORY     - Date     Condition        Report By
 ED3582  HISTORY     - 1991     MONUMENTED       SCGS
 ED3582  HISTORY     - 20000711 GOOD             SCGS
 ED3582
 ED3582                          STATION DESCRIPTION
 ED3582
 ED3582'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3582'STATION IS LOCATED 5.2 MILES SOUTH OF GREENVILLE.  OWNERSHIP--SCDHPT,
 ED3582'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3582'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 ED3582'HIGHWAYS 25 BUSINESS (AUGUSTA ROAD), 25 BYPASS (WHITE HORSE ROAD) AND
 ED3582'STATE ROAD 18, 5.5 MILES SOUTH OF GREENVILLE, GO NORTHEAST ON HIGHWAY
 ED3582'25 BUSINESS FOR 0.4 MILE TO THE STATION ON THE LEFT AT THE ENTRANCE
 ED3582'TO A GAS STATION (HOT SPOT).  STATION IS A CONCRETE POST FLUSH WITH
 ED3582'THE GROUND AND LEVEL WITH THE HIGHWAY, 34.6 FEET NORTHEAST OF THE
 ED3582'NORTHEAST EDGE OF THE ENTRANCE TO THE GAS STATION, 48.0 FEET
 ED3582'NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 37.4
 ED3582'FEET SOUTHWEST OF A POWER POLE WITH 4 GUY WIRES, 29.2 FEET EAST OF A
 ED3582'FLAG POLE, 45.2 FEET NORTH OF THE NORTHEAST EDGE OF THE CONCRETE
 ED3582'DRIVEWAY TO THE GAS STATION, 19.7 FEET NORTH NORTHWEST OF NORTHEAST
 ED3582'END OF A 24-INCH CONCRETE PIPE CULVERT BENEATH THE ENTRANCE DRIVE,
 ED3582'37.5 FEET SOUTHWEST OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3582
 ED3582                          STATION RECOVERY (2000)
 ED3582
 ED3582'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3582'STATION IS LOCATED 4.1 MILES (6.6 KM) WEST OF MAULDIN, 5.4 SOUTH OF
 ED3582'GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 ED3582'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 ED3582'FROM THE JUNCTION OF U.S.  HIGHWAY 25, STATE HIGHWAY 291 (AUGUSTA
 ED3582'ROAD) AND STATE ROAD 18 (PECAN TERRACE) , 5.7 MILES (9.2 KM) SOUTH OF
 ED3582'GREENVILLE, GO NORTHEAST ON HIGHWAY 291 FOR 0.4 MILE (0.6 KM) TO THE
 ED3582'STATION ON THE LEFT IN THE NORTHEAST ANGLE OF AN ENTRANCE DRIVE TO A
 ED3582'GAS STATION (HOT SPOT) .  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3582'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 48.5 FEET (14.8 M)
 ED3582'NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 37.4
 ED3582'FEET (11.4 M) SOUTHWEST OF A POWER POLE WITH GUY WIRE ATTACHED, 29.1
 ED3582'FEET (8.9 M) EAST OF A FLAG POLE, 20.9 FEET (6.4 M) WEST SOUTHWEST OF
 ED3582'THE NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 ED3582'ENTRANCE DRIVE, 37.5 FEET (11.4 M) SOUTHWEST OF A WITNESS POST.
 ED3582'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3573 ***********************************************************************
 ED3573  DESIGNATION -  23 204
 ED3573  PID         -  ED3573
 ED3573  STATE/COUNTY-  SC/ANDERSON
 ED3573  USGS QUAD   -  PELZER (1983)
 ED3573
 ED3573                         *CURRENT SURVEY CONTROL
 ED3573  ___________________________________________________________________
 ED3573* NAD 83(1986)-  34 38 31.     (N)    082 27 21.     (W)     SCALED    
 ED3573* NAVD 88     -       228.013  (meters)     748.07   (feet)  ADJUSTED  
 ED3573  ___________________________________________________________________
 ED3573  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED3573  DYNAMIC HT  -         227.780 (meters)     747.31  (feet)  COMP
 ED3573  MODELED GRAV-     979,607.2   (mgal)                       NAVD 88
 ED3573
 ED3573  VERT ORDER  -  FIRST     CLASS II
 ED3573
 ED3573.The horizontal coordinates were scaled from a topographic map and have
 ED3573.an estimated accuracy of +/- 6 seconds.
 ED3573
 ED3573.The orthometric height was determined by differential leveling
 ED3573.and adjusted by the National Geodetic Survey in August 1993..
 ED3573
 ED3573.The geoid height was determined by GEOID03.
 ED3573
 ED3573.The dynamic height is computed by dividing the NAVD 88
 ED3573.geopotential number by the normal gravity value computed on the
 ED3573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3573.degrees latitude (g = 980.6199 gals.).
 ED3573
 ED3573.The modeled gravity was interpolated from observed gravity values.
 ED3573
 ED3573;                    North         East    Units  Estimated Accuracy
 ED3573;SPC SC       -   312,420.      476,140.      MT  (+/- 180 meters Scaled)
 ED3573
 ED3573                          SUPERSEDED SURVEY CONTROL
 ED3573
 ED3573  NGVD 29 (12/12/91)  228.112  (m)          748.40   (f) ADJUSTED    1 2
 ED3573
 ED3573.Superseded values are not recommended for survey control.
 ED3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3573.See file dsdata.txt to determine how the superseded data were derived.
 ED3573
 ED3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU665343(NAD 83)
 ED3573_MARKER: DD = SURVEY DISK
 ED3573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3573_SP_SET: CONCRETE POST
 ED3573_STAMPING: 23 204 1991
 ED3573_MARK LOGO: SCGS  
 ED3573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3573+STABILITY: SURFACE MOTION
 ED3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3573+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 ED3573
 ED3573  HISTORY     - Date     Condition        Report By
 ED3573  HISTORY     - 1991     MONUMENTED       SCGS
 ED3573  HISTORY     - 20000627 GOOD             SCGS
 ED3573
 ED3573                          STATION DESCRIPTION
 ED3573
 ED3573'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3573'STATION IS LOCATED IN PELZER.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3573'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3573'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3573'HIGHWAYS 20 AND 8 IN PELZER, GO EAST SOUTHEAST ON HIGHWAY 8 FOR 0.6
 ED3573'MILE TO A ROAD RIGHT AND THE STATION IN THE SOUTHEAST ANGLE NEAR THE
 ED3573'PELZER FIRE DEPARTMENT.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3573'GROUND AND LEVEL WITH THE ROAD, 21.9 FEET NORTH OF A FIRE HYDRANT,
 ED3573'31.4 FEET NORTH OF THE NORTHWEST CORNER OF THE FIRE DEPARTMENT
 ED3573'BUILDING, 26.0 FEET EAST OF THE CENTER OF THE ROAD, 50.3 FEET SOUTH
 ED3573'OF THE CENTER OF THE HIGHWAY, 10.6 FEET SOUTH SOUTHEAST OF A POWER
 ED3573'POLE WITH 3 GUY WIRES AND A SECURITY LIGHT, 10.9 FEET SOUTH SOUTHEAST
 ED3573'OF A WITNESS POST.  DESCRIBED BY T. HALL.
 ED3573
 ED3573                          STATION RECOVERY (2000)
 ED3573
 ED3573'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3573'STATION IS LOCATED 14.5 MILES (23.3 KM) NORTHEAST OF ANDERSON, IN
 ED3573'PELZER.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED3573'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED3573'JUNCTION OF STATE HIGHWAYS 20 AND 8 IN PELZER, GO EAST SOUTHEAST ON
 ED3573'HIGHWAY 8 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE RIGHT NEAR A
 ED3573'POWER POLE IN THE SOUTHEAST ANGLE OF A PAVED ROAD RIGHT.  STATION IS A
 ED3573'CONCRETE POST RECESSED 1.0 FOOT (0.3 M) AND LEVEL WITH THE ROAD, 50.2
 ED3573'FEET (15.3 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 27.5 FEET
 ED3573'(8.4 M) EAST OF THE CENTER OF THE ROAD, 2.3 FEET (0.7 M) EAST
 ED3573'SOUTHEAST OF THE POWER POLE WITH 4 GUY WIRES AND A SECURITY LIGHT
 ED3573'ATTACHED, 31.6 FEET (9.6 M) NORTH OF THE NORTHWEST CORNER OF A BRICK
 ED3573'BUILDING (THOROUGHBRED RACING) , 21.9 FEET (6.7 M) NORTH OF A FIRE
 ED3573'HYDRANT, 8.0 FEET (2.4 M) SOUTH OF A WITNESS POST. RECOVERED BY D.L.
 ED3573'BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3555 ***********************************************************************
 ED3555  DESIGNATION -  23 205
 ED3555  PID         -  ED3555
 ED3555  STATE/COUNTY-  SC/GREENVILLE
 ED3555  USGS QUAD   -  FOUNTAIN INN (1983)
 ED3555
 ED3555                         *CURRENT SURVEY CONTROL
 ED3555  ___________________________________________________________________
 ED3555* NAD 83(1986)-  34 41 18.     (N)    082 11 44.     (W)     SCALED    
 ED3555* NAVD 88     -       262.242  (meters)     860.37   (feet)  ADJUSTED  
 ED3555  ___________________________________________________________________
 ED3555  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 ED3555  DYNAMIC HT  -         261.977 (meters)     859.50  (feet)  COMP
 ED3555  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 ED3555
 ED3555  VERT ORDER  -  FIRST     CLASS II
 ED3555
 ED3555.The horizontal coordinates were scaled from a topographic map and have
 ED3555.an estimated accuracy of +/- 6 seconds.
 ED3555
 ED3555.The orthometric height was determined by differential leveling
 ED3555.and adjusted by the National Geodetic Survey in August 1993..
 ED3555
 ED3555.The geoid height was determined by GEOID03.
 ED3555
 ED3555.The dynamic height is computed by dividing the NAVD 88
 ED3555.geopotential number by the normal gravity value computed on the
 ED3555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3555.degrees latitude (g = 980.6199 gals.).
 ED3555
 ED3555.The modeled gravity was interpolated from observed gravity values.
 ED3555
 ED3555;                    North         East    Units  Estimated Accuracy
 ED3555;SPC SC       -   317,260.      500,060.      MT  (+/- 180 meters Scaled)
 ED3555
 ED3555                          SUPERSEDED SURVEY CONTROL
 ED3555
 ED3555  NGVD 29 (12/12/91)  262.329  (m)          860.66   (f) ADJUSTED    1 2
 ED3555
 ED3555.Superseded values are not recommended for survey control.
 ED3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3555.See file dsdata.txt to determine how the superseded data were derived.
 ED3555
 ED3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU904391(NAD 83)
 ED3555_MARKER: DD = SURVEY DISK
 ED3555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3555_SP_SET: CONCRETE POST
 ED3555_STAMPING: 23 205 1991
 ED3555_MARK LOGO: SCGS  
 ED3555_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3555+STABILITY: SURFACE MOTION
 ED3555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3555+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 ED3555
 ED3555  HISTORY     - Date     Condition        Report By
 ED3555  HISTORY     - 1991     MONUMENTED       SCGS
 ED3555  HISTORY     - 20000717 MARK NOT FOUND   SCGS
 ED3555
 ED3555                          STATION DESCRIPTION
 ED3555
 ED3555'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3555'STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE
 ED3555'HIGHWAYS 418 (MCCARTER ROAD) AND 14 (MAIN STREET) AT THE SOUTH EDGE
 ED3555'OF FOUNTAIN INN.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED3555'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A
 ED3555'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 418, 65.0
 ED3555'FEET SOUTHWEST OF A POWER POLE, 27.3 FEET WEST OF THE WEST RAIL OF A
 ED3555'SET OF RAILROAD TRACKS, 67.8 FEET NORTH OF A SECURITY LIGHT POST,
 ED3555'42.9 FEET NORTHEAST OF THE NORTH CORNER OF A BRICK PLANTER, 23.3 FEET
 ED3555'SOUTH SOUTHEAST OF THE CENTER OF HIGHWAY 418, 23.1 FEET SOUTH
 ED3555'SOUTHWEST OF A POWER WITH A RAILROAD CROSSING SIGN AND A SCGS
 ED3555'REFERENCE WASHER ATTACHED, 67.2 FEET SOUTHWEST OF A WITNESS POST.
 ED3555'DESCRIBED BY T. HALL.
 ED3555
 ED3555                          STATION RECOVERY (2000)
 ED3555
 ED3555'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3555'NOT RECOVERED, INTERSECTION EXPANDED, COULD NOT LOCATE USING
 ED3555'MEASUREMENTS OR LANDMARKS.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1907 ***********************************************************************
 AB1907  DESIGNATION -  23 206
 AB1907  PID         -  AB1907
 AB1907  STATE/COUNTY-  SC/GREENVILLE
 AB1907  USGS QUAD   -  BELTON EAST (1983)
 AB1907
 AB1907                         *CURRENT SURVEY CONTROL
 AB1907  ___________________________________________________________________
 AB1907* NAD 83(1986)-  34 37 06.     (N)    082 22 47.     (W)     SCALED    
 AB1907* NAVD 88     -       253.167  (meters)     830.60   (feet)  ADJUSTED  
 AB1907  ___________________________________________________________________
 AB1907  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AB1907  DYNAMIC HT  -         252.910 (meters)     829.76  (feet)  COMP
 AB1907  MODELED GRAV-     979,612.6   (mgal)                       NAVD 88
 AB1907
 AB1907  VERT ORDER  -  FIRST     CLASS II
 AB1907
 AB1907.The horizontal coordinates were scaled from a topographic map and have
 AB1907.an estimated accuracy of +/- 6 seconds.
 AB1907
 AB1907.The orthometric height was determined by differential leveling
 AB1907.and adjusted by the National Geodetic Survey in September 1998..
 AB1907
 AB1907.The geoid height was determined by GEOID03.
 AB1907
 AB1907.The dynamic height is computed by dividing the NAVD 88
 AB1907.geopotential number by the normal gravity value computed on the
 AB1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1907.degrees latitude (g = 980.6199 gals.).
 AB1907
 AB1907.The modeled gravity was interpolated from observed gravity values.
 AB1907
 AB1907;                    North         East    Units  Estimated Accuracy
 AB1907;SPC SC       -   309,700.      483,080.      MT  (+/- 180 meters Scaled)
 AB1907
 AB1907                          SUPERSEDED SURVEY CONTROL
 AB1907
 AB1907.No superseded survey control is available for this station.
 AB1907
 AB1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU735315(NAD 83)
 AB1907_MARKER: DD = SURVEY DISK
 AB1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1907_STAMPING: 23 206 1994
 AB1907_MARK LOGO: SCGS  
 AB1907_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1907+STABILITY: SURFACE MOTION
 AB1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1907+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 AB1907
 AB1907  HISTORY     - Date     Condition        Report By
 AB1907  HISTORY     - 1994     MONUMENTED       SCGS
 AB1907  HISTORY     - 20000627 GOOD             SCGS
 AB1907
 AB1907                          STATION DESCRIPTION
 AB1907
 AB1907'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1907'STATION IS LOCATED 4.7 MILES (7.6 KM) EAST SOUTHEAST OF PELZER, 5.7
 AB1907'MILES (9.2 KM) EAST OF WILLIAMSTON.  OWNERSHIP--MARGARET WALLACE, 9585
 AB1907'AUGUSTA ROAD, PELZER, SC 29669.  TO REACH THE STATION FROM THE
 AB1907'JUNCTION OF U.S.  HIGHWAY 25 (AUGUSTA ROAD) AND STATE HIGHWAY 247
 AB1907'(COOLEY BRANCH ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST
 AB1907'OF PELZER, GO SOUTHEAST ON HIGHWAY 25 FOR 0.9 MILE (1.4 KM) TO A
 AB1907'DRIVEWAY LEFT LEADING TO A MASONITE-SIDED HOUSE, TURN LEFT ON THE
 AB1907'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A POWER POLE IN
 AB1907'THE SIDE YARD OF THE HOME.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1907'GROUND AND LEVEL WITH THE DRIVEWAY, 10.1 FEET (3.1 M) NORTHWEST OF THE
 AB1907'POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES, 37.6 FEET (11.5 M)
 AB1907'SOUTHEAST OF THE SOUTH CORNER OF THE FRONT PORCH OF THE HOUSE, 20.6
 AB1907'FEET (6.3 M) SOUTH SOUTHEAST OF THE CENTER OF THE DIRT DRIVEWAY.
 AB1907'DESCRIBED BY R.W.  ROBERTS.
 AB1907
 AB1907                          STATION RECOVERY (2000)
 AB1907
 AB1907'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1907'STATION IS LOCATED 16.3 MILES (26.2 KM) SOUTH OF GREENVILLE, 5.6 MILES
 AB1907'(9.0 KM) EAST OF WILLIAMSTON.  OWNERSHIP--RAYMOND G.  CHANNING, 9585
 AB1907'AUGUSTA ROAD, PELZER, SC 29669.  TO REACH THE STATION FROM THE
 AB1907'JUNCTION OF U.S.  HIGHWAY 29 (AUGUSTA ROAD) AND STATE HIGHWAY 247
 AB1907'(COOLEY BRIDGE ROAD) IN WARE PLACE, GO SOUTHEAST ON HIGHWAY 25 FOR
 AB1907'0.85 MILE (1.37 KM) TO DRIVEWAY LEFT LEADING TO A MASONITE-SIDED HOUSE
 AB1907'NUMBER 9585, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE
 AB1907'STATION ON THE RIGHT NEAR A POWER POLE IN THE SIDE YARD OF THE HOME.
 AB1907'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AB1907'DRIVEWAY, 10.3 FEET (3.1 M) NORTHWEST OF THE POWER POLE WITH A
 AB1907'TRANSFORMER AND TWO GUY WIRES, 38.1 FEET (11.6 M) SOUTHEAST OF THE
 AB1907'SOUTH CORNER OF THE FRONT PORCH OF THE HOUSE, 21.3 FEET (6.5 M) SOUTH
 AB1907'SOUTHEAST OF THE CENTER OF THE DIRT DRIVEWAY.  RECOVERED BY J.B.
 AB1907'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1906 ***********************************************************************
 AB1906  DESIGNATION -  23 207
 AB1906  PID         -  AB1906
 AB1906  STATE/COUNTY-  SC/GREENVILLE
 AB1906  USGS QUAD   -  FORK SHOALS (1983)
 AB1906
 AB1906                         *CURRENT SURVEY CONTROL
 AB1906  ___________________________________________________________________
 AB1906* NAD 83(1986)-  34 36 42.     (N)    082 22 24.     (W)     SCALED    
 AB1906* NAVD 88     -       256.092  (meters)     840.20   (feet)  ADJUSTED  
 AB1906  ___________________________________________________________________
 AB1906  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AB1906  DYNAMIC HT  -         255.832 (meters)     839.34  (feet)  COMP
 AB1906  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 AB1906
 AB1906  VERT ORDER  -  FIRST     CLASS II
 AB1906
 AB1906.The horizontal coordinates were scaled from a topographic map and have
 AB1906.an estimated accuracy of +/- 6 seconds.
 AB1906
 AB1906.The orthometric height was determined by differential leveling
 AB1906.and adjusted by the National Geodetic Survey in September 1998..
 AB1906
 AB1906.The geoid height was determined by GEOID03.
 AB1906
 AB1906.The dynamic height is computed by dividing the NAVD 88
 AB1906.geopotential number by the normal gravity value computed on the
 AB1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1906.degrees latitude (g = 980.6199 gals.).
 AB1906
 AB1906.The modeled gravity was interpolated from observed gravity values.
 AB1906
 AB1906;                    North         East    Units  Estimated Accuracy
 AB1906;SPC SC       -   308,950.      483,650.      MT  (+/- 180 meters Scaled)
 AB1906
 AB1906                          SUPERSEDED SURVEY CONTROL
 AB1906
 AB1906.No superseded survey control is available for this station.
 AB1906
 AB1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU740308(NAD 83)
 AB1906_MARKER: DD = SURVEY DISK
 AB1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1906_STAMPING: 23 207 1994
 AB1906_MARK LOGO: SCGS  
 AB1906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1906+STABILITY: SURFACE MOTION
 AB1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1906+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 AB1906
 AB1906  HISTORY     - Date     Condition        Report By
 AB1906  HISTORY     - 1994     MONUMENTED       SCGS
 AB1906  HISTORY     - 20000627 GOOD             SCGS
 AB1906
 AB1906                          STATION DESCRIPTION
 AB1906
 AB1906'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1906'STATION IS LOCATED 5.1 MILES (8.2 KM) SOUTHEAST OF PELZER, 6.0 MILES
 AB1906'(9.7 KM) EAST OF WILLIAMSTON.  OWNERSHIP--G.H.  MOON, 9741, AUGUSTA
 AB1906'ROAD, PELZER, SC 29669.  TO REACH THE STATION FROM THE JUNCTION OF
 AB1906'U.S.  HIGHWAY 25 (AUGUSTA ROAD) AND STATE HIGHWAY 247 (COOLEY BRANCH
 AB1906'ROAD) IN WARE PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF PELZER, GO
 AB1906'SOUTHEAST ON HIGHWAY 25 FOR 1.3 MILES (2.1 KM) TO A PAVED ROAD LEFT
 AB1906'(BROKEN ARROW ROAD) , CONTINUE ON HIGHWAY 25 FOR 0.1 MILE (0.2 KM) TO
 AB1906'THE STATION ON THE LEFT NEAR A SECURITY LIGHT POLE IN THE SIDE YARD OF
 AB1906'A BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1906'LEVEL WITH THE HIGHWAY, 160.6 FEET (49.0 M) NORTHEAST OF THE CENTER OF
 AB1906'THE HIGHWAY, 55.2 FEET (16.8 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF
 AB1906'THE MAIN PART OF THE BRICK HOUSE, 4.2 FEET (1.3 M) EAST OF THE
 AB1906'SECURITY LIGHT POLE.  DESCRIBED BY R.W.  ROBERTS.
 AB1906
 AB1906                          STATION RECOVERY (2000)
 AB1906
 AB1906'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1906'STATION IS LOCATED 17.4 MILES (28.0 KM) NORTHEAST OF ANDERSON, 6.0
 AB1906'MILES (9.7 KM) EAST OF WILLIAMSTON.  OWNERSHIP--G.H.  MOON, 9741
 AB1906'AUGUSTA ROAD, PELZER, SC 29669.  TO REACH THE STATION FROM THE
 AB1906'JUNCTION OF U.S.  HIGHWAY 29 (AUGUSTA ROAD) AND STATE HIGHWAY 247
 AB1906'(COOLEY BRIDGE ROAD) IN WARE PLACE, GO SOUTHEAST ON HIGHWAY 25 FOR 1.3
 AB1906'MILES (2.1 KM) TO THE JUNCTION OF A PAVED ROAD LEFT (BROKEN ARROW
 AB1906'ROAD) , CONTINUE ON HIGHWAY 25 FOR 0.1 MILE (0.2 KM) TO THE STATION ON
 AB1906'THE LEFT NEAR A SECURITY LIGHT POLE IN THE SIDE YARD OF BRICK HOUSE
 AB1906'NUMBER 9741.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1906'LEVEL WITH THE DRIVEWAY, 170.0 FEET (51.8 M) NORTHEAST OF THE CENTER
 AB1906'OF THE NORTHBOUND LANES OF THE HIGHWAY, 55.2 FEET (16.8 M) SOUTH
 AB1906'SOUTHEAST OF THE SOUTH CORNER OF THE MAIN PART OF THE HOUSE, 4.5 FEET
 AB1906'(1.4 M) EAST OF THE SECURITY LIGHT POLE, 77.0 FEET (23.5 M) WEST
 AB1906'SOUTHWEST OF THE WEST CORNER OF A WOODEN SHED, 60.1 FEET (18.3 M) WEST
 AB1906'NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES.
 AB1906'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1904 ***********************************************************************
 AB1904  DESIGNATION -  23 208
 AB1904  PID         -  AB1904
 AB1904  STATE/COUNTY-  SC/GREENVILLE
 AB1904  USGS QUAD   -  FORK SHOALS (1983)
 AB1904
 AB1904                         *CURRENT SURVEY CONTROL
 AB1904  ___________________________________________________________________
 AB1904* NAD 83(1986)-  34 36 19.     (N)    082 21 52.     (W)     SCALED    
 AB1904* NAVD 88     -       257.296  (meters)     844.15   (feet)  ADJUSTED  
 AB1904  ___________________________________________________________________
 AB1904  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AB1904  DYNAMIC HT  -         257.035 (meters)     843.29  (feet)  COMP
 AB1904  MODELED GRAV-     979,614.0   (mgal)                       NAVD 88
 AB1904
 AB1904  VERT ORDER  -  FIRST     CLASS II
 AB1904
 AB1904.The horizontal coordinates were scaled from a topographic map and have
 AB1904.an estimated accuracy of +/- 6 seconds.
 AB1904
 AB1904.The orthometric height was determined by differential leveling
 AB1904.and adjusted by the National Geodetic Survey in September 1998..
 AB1904
 AB1904.The geoid height was determined by GEOID03.
 AB1904
 AB1904.The dynamic height is computed by dividing the NAVD 88
 AB1904.geopotential number by the normal gravity value computed on the
 AB1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1904.degrees latitude (g = 980.6199 gals.).
 AB1904
 AB1904.The modeled gravity was interpolated from observed gravity values.
 AB1904
 AB1904;                    North         East    Units  Estimated Accuracy
 AB1904;SPC SC       -   308,230.      484,460.      MT  (+/- 180 meters Scaled)
 AB1904
 AB1904                          SUPERSEDED SURVEY CONTROL
 AB1904
 AB1904.No superseded survey control is available for this station.
 AB1904
 AB1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU748301(NAD 83)
 AB1904_MARKER: DD = SURVEY DISK
 AB1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1904_STAMPING: 23 208 1994
 AB1904_MARK LOGO: SCGS  
 AB1904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1904+STABILITY: SURFACE MOTION
 AB1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1904+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2000
 AB1904
 AB1904  HISTORY     - Date     Condition        Report By
 AB1904  HISTORY     - 1994     MONUMENTED       SCGS
 AB1904  HISTORY     - 20000827 GOOD             SCGS
 AB1904
 AB1904                          STATION DESCRIPTION
 AB1904
 AB1904'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1904'STATION IS LOCATED 5.8 MILES (9.3 KM) EAST SOUTHEAST OF PELZER, 6.6
 AB1904'MILES (10.6 KM) EAST OF WILLIAMSTON.  OWNERSHIP--SYLVESTER WASHINGTON.
 AB1904'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 25 (AUGUSTA
 AB1904'ROAD) AND STATE HIGHWAY 247 (COOLEY BRANCH ROAD) IN WARE PLACE, 3.8
 AB1904'MILES (6.1 KM) EAST SOUTHEAST OF PELZER, GO SOUTHEAST ON HIGHWAY 25
 AB1904'FOR 2.0 MILES (3.2 KM) TO A PAVED ROAD RIGHT (LICKVILLE ROAD) ,
 AB1904'CONTINUE ON HIGHWAY 25 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 AB1904'RIGHT NEAR A SECURITY LIGHT POLE IN THE FRONT YARD OF A WOOD-SIDED
 AB1904'HOUSE (9940 AUGUSTA ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1904'GROUND AND 3.0 FEET (0.9 M) BELOW THE HIGHWAY, 36.9 FEET (11.2 M) EAST
 AB1904'OF THE EAST CORNER OF THE HOUSE, 12.1 FEET (3.7 M) SOUTH SOUTHEAST OF
 AB1904'THE SECURITY LIGHT POLE, 146.2 FEET (44.6 M) SOUTHWEST OF THE CENTER
 AB1904'OF THE HIGHWAY, 198.6 FEET (60.5 M) WEST NORTHWEST OF THE NORTHWEST
 AB1904'CORNER OF A GRANITE COPING AROUND THE WARE FAMILY PLOT IN THE
 AB1904'LICKVILLE PRESBYTERIAN CHURCH CEMETERY.  DESCRIBED BY R.W.  ROBERTS.
 AB1904
 AB1904                          STATION RECOVERY (2000)
 AB1904
 AB1904'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1904'STATION IS LOCATED 17.2 MILES (27.7 KM) SOUTH OF GREENVILLE, 6.5 MILES
 AB1904'(10.5 KM) EAST OF WILLIAMSTON.  OWNERSHIP--SYLVESTER WASHINGTON.  TO
 AB1904'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 29 (AUGUSTA ROAD)
 AB1904'AND STATE HIGHWAY 247 (COOLEY BRIDGE ROAD) IN WARE PLACE, GO SOUTHEAST
 AB1904'ON HIGHWAY 25 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF A PAVED ROAD
 AB1904'RIGHT (LICKVILLE ROAD) , CONTINUE ON HIGHWAY 25 FOR 0.1 MILE (0.2 KM)
 AB1904'TO THE STATION ON THE RIGHT NEAR A SECURITY LIGHT POLE IN THE FRONT
 AB1904'YARD OF A WOOD-SIDED HOUSE NUMBER 9940.  STATION IS A CONCRETE POST
 AB1904'RECESSED 0.1 FOOT (3.0 CM) AND 4.0 FEET (1.2 M) BELOW THE HIGHWAY,
 AB1904'147.2 FEET (44.9 M) SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 AB1904'THE HIGHWAY, 12.5 FEET (3.8 M) SOUTH SOUTHEAST OF THE SECURITY LIGHT
 AB1904'POLE, 36.3 FEET (11.1 M) EAST OF THE EAST CORNER OF THE HOUSE, 198.9
 AB1904'FEET (60.6 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF THE GRANITE
 AB1904'COPING AROUND THE WARE FAMILY PLOT IN THE LICKVILLE PRESBYTERIAN
 AB1904'CHURCH CEMETERY.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1903 ***********************************************************************
 AB1903  DESIGNATION -  23 209
 AB1903  PID         -  AB1903
 AB1903  STATE/COUNTY-  SC/GREENVILLE
 AB1903  USGS QUAD   -  FORK SHOALS (1983)
 AB1903
 AB1903                         *CURRENT SURVEY CONTROL
 AB1903  ___________________________________________________________________
 AB1903* NAD 83(1986)-  34 35 46.     (N)    082 20 56.     (W)     SCALED    
 AB1903* NAVD 88     -       255.899  (meters)     839.56   (feet)  ADJUSTED  
 AB1903  ___________________________________________________________________
 AB1903  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AB1903  DYNAMIC HT  -         255.640 (meters)     838.71  (feet)  COMP
 AB1903  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 AB1903
 AB1903  VERT ORDER  -  FIRST     CLASS II
 AB1903
 AB1903.The horizontal coordinates were scaled from a topographic map and have
 AB1903.an estimated accuracy of +/- 6 seconds.
 AB1903
 AB1903.The orthometric height was determined by differential leveling
 AB1903.and adjusted by the National Geodetic Survey in September 1998..
 AB1903
 AB1903.The geoid height was determined by GEOID03.
 AB1903
 AB1903.The dynamic height is computed by dividing the NAVD 88
 AB1903.geopotential number by the normal gravity value computed on the
 AB1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1903.degrees latitude (g = 980.6199 gals.).
 AB1903
 AB1903.The modeled gravity was interpolated from observed gravity values.
 AB1903
 AB1903;                    North         East    Units  Estimated Accuracy
 AB1903;SPC SC       -   307,200.      485,870.      MT  (+/- 180 meters Scaled)
 AB1903
 AB1903                          SUPERSEDED SURVEY CONTROL
 AB1903
 AB1903.No superseded survey control is available for this station.
 AB1903
 AB1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU763290(NAD 83)
 AB1903_MARKER: DD = SURVEY DISK
 AB1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1903_STAMPING: 23 209 1995
 AB1903_MARK LOGO: SCGS  
 AB1903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1903+STABILITY: SURFACE MOTION
 AB1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1903+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 AB1903
 AB1903  HISTORY     - Date     Condition        Report By
 AB1903  HISTORY     - 1994     MONUMENTED       SCGS
 AB1903  HISTORY     - 20000627 GOOD             SCGS
 AB1903
 AB1903                          STATION DESCRIPTION
 AB1903
 AB1903'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1903'STATION IS LOCATED 6.9 MILES (11.1 KM) SOUTHEAST OF PELZER, 7.6 MILES
 AB1903'(12.2 KM) EAST SOUTHEAST OF WILLIAMSTON.  OWNERSHIP--GORDON VINSON. TO
 AB1903'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 25 (AUGUSTA ROAD)
 AB1903'AND STATE HIGHWAY 247 (COOLEY BRANCH ROAD) IN WARE PLACE, 3.8 MILES
 AB1903'(6.1 KM) EAST SOUTHEAST OF PELZER, GO SOUTHEAST ON HIGHWAY 25 FOR 3.25
 AB1903'MILES (5.23 KM) TO THE JUNCTION OF STATE ROAD 50 (MCKITTRICK ROAD) ,
 AB1903'TURN LEFT ON ROAD 50 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT
 AB1903'NEAR A POWER POLE IN THE SIDE YARD OF A BRICK OFFICE BUILDING.
 AB1903'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AB1903'ROAD, 130.6 FEET (39.8 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD,
 AB1903'4.3 FEET (1.3 M) SOUTH SOUTHWEST OF THE POWER POLE WITH A TRANSFORMER
 AB1903'AND TWO GUY WIRES, 94.1 FEET (28.7 M) WEST NORTHWEST OF THE WEST
 AB1903'NORTHWEST CORNER OF THE MAIN PART OF THE BRICK BUILDING. DESCRIBED BY
 AB1903'R.W.  ROBERTS.
 AB1903
 AB1903                          STATION RECOVERY (2000)
 AB1903
 AB1903'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1903'STATION IS LOCATED 17.8 MILES (28.6 KM) SOUTH OF GREENVILLE, 7.4 MILES
 AB1903'(11.9 KM) EAST OF WILLIAMSTON.  OWNERSHIP--GORDON VINSON.  TO REACH
 AB1903'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 29 (AUGUSTA ROAD) AND
 AB1903'STATE HIGHWAY 247 (COOLEY BRIDGE ROAD) IN WARE PLACE, GO SOUTHEAST ON
 AB1903'HIGHWAY 25 FOR 3.25 MILES (5.23 KM) TO THE JUNCTION OF A STATE ROAD 50
 AB1903'(MCKITTRICK ROAD) , TURN LEFT ON ROAD 50 FOR 0.1 MILE (0.2 KM) TO THE
 AB1903'STATION ON THE RIGHT NEAR A POWER POLE IN THE SIDE YARD OF A BRICK
 AB1903'SIDED OFFICE BUILDING (CARMAR) .  STATION IS A CONCRETE POST FLUSH
 AB1903'WITH THE GROUND AND 2.0 FEET (0.6 M) BELOW THE ROAD, 131.4 FEET (40.1
 AB1903'M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 59.2 FEET (18.0 M) NORTH
 AB1903'NORTHEAST OF THE CENTER OF THE DRIVEWAY LEADING TO THE OFFICE
 AB1903'BUILDING, 4.3 FEET (1.3 M) SOUTH OF THE POWER POLE WITH TWO GUY WIRES
 AB1903'AND A TRANSFORMER ATTACHED, 94.0 FEET (28.7 M) NORTHWEST OF THE WEST
 AB1903'NORTHWEST CORNER OF THE MAIN PART OF THE OFFICE BUILDING, 109.0 FEET
 AB1903'(33.2 M) SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 130.  RECOVERED
 AB1903'BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1902 ***********************************************************************
 AB1902  DESIGNATION -  23 210
 AB1902  PID         -  AB1902
 AB1902  STATE/COUNTY-  SC/GREENVILLE
 AB1902  USGS QUAD   -  FORK SHOALS (1983)
 AB1902
 AB1902                         *CURRENT SURVEY CONTROL
 AB1902  ___________________________________________________________________
 AB1902* NAD 83(1986)-  34 34 58.     (N)    082 20 23.     (W)     SCALED    
 AB1902* NAVD 88     -       255.804  (meters)     839.25   (feet)  ADJUSTED  
 AB1902  ___________________________________________________________________
 AB1902  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AB1902  DYNAMIC HT  -         255.545 (meters)     838.40  (feet)  COMP
 AB1902  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 AB1902
 AB1902  VERT ORDER  -  FIRST     CLASS II
 AB1902
 AB1902.The horizontal coordinates were scaled from a topographic map and have
 AB1902.an estimated accuracy of +/- 6 seconds.
 AB1902
 AB1902.The orthometric height was determined by differential leveling
 AB1902.and adjusted by the National Geodetic Survey in September 1998..
 AB1902
 AB1902.The geoid height was determined by GEOID03.
 AB1902
 AB1902.The dynamic height is computed by dividing the NAVD 88
 AB1902.geopotential number by the normal gravity value computed on the
 AB1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1902.degrees latitude (g = 980.6199 gals.).
 AB1902
 AB1902.The modeled gravity was interpolated from observed gravity values.
 AB1902
 AB1902;                    North         East    Units  Estimated Accuracy
 AB1902;SPC SC       -   305,710.      486,700.      MT  (+/- 180 meters Scaled)
 AB1902
 AB1902                          SUPERSEDED SURVEY CONTROL
 AB1902
 AB1902.No superseded survey control is available for this station.
 AB1902
 AB1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU771275(NAD 83)
 AB1902_MARKER: DD = SURVEY DISK
 AB1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1902_STAMPING: 23 210 1994
 AB1902_MARK LOGO: SCGS  
 AB1902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1902+STABILITY: SURFACE MOTION
 AB1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1902+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 AB1902
 AB1902  HISTORY     - Date     Condition        Report By
 AB1902  HISTORY     - 1994     MONUMENTED       SCGS
 AB1902  HISTORY     - 20000627 GOOD             SCGS
 AB1902
 AB1902                          STATION DESCRIPTION
 AB1902
 AB1902'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1902'STATION IS LOCATED 7.8 MILES (12.6 KM) SOUTHEAST OF PELZER, 8.4 MILES
 AB1902'(13.5 KM) EAST SOUTHEAST OF WILLIAMSTON.  OWNERSHIP--BILL JAMES, PHONE
 AB1902'803-243-2503.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1902'25 (AUGUSTA ROAD) AND STATE HIGHWAY 247 (COOLEY BRANCH ROAD) IN WARE
 AB1902'PLACE, 3.8 MILES (6.1 KM) EAST SOUTHEAST OF PELZER, GO SOUTHEAST ON
 AB1902'HIGHWAY 25 FOR 3.8 MILES (6.1 KM) TO THE JUNCTION OF STATE ROAD 50
 AB1902'(OAK HILL ROAD) RIGHT AND A PAVED ROAD LEFT (CHAPMAN ROAD) , CONTINUE
 AB1902'ON HIGHWAY 25 FOR 0.45 MILE (0.72 KM) TO THE STATION NEAR A SECURITY
 AB1902'LIGHT POLE IN THE SIDE YARD OF A WOOD-SIDED HOUSE IN THE NORTH ANGLE
 AB1902'OF A PAVED ROAD LEFT (GREY ROAD) .  STATION IS A CONCRETE POST FLUSH
 AB1902'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 7.1 FEET (2.2 M) WEST
 AB1902'NORTHWEST OF A SECURITY LIGHT POLE, 51.5 FEET (15.7 M) NORTHWEST OF
 AB1902'THE WEST CORNER OF A BRICK PILLAR OF THE FRONT PORCH OF THE HOUSE,
 AB1902'139.5 FEET (42.5 M) EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 158.4
 AB1902'FEET (48.3 M) NORTH NORTHWEST OF THE CENTER OF THE PAVED ROAD, 109.9
 AB1902'FEET (33.5 M) NORTHEAST OF A POWER POLE WITH A TRANSFORMER.  DESCRIBED
 AB1902'BY R.W.  ROBERTS.
 AB1902
 AB1902                          STATION RECOVERY (2000)
 AB1902
 AB1902'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1902'STATION IS LOCATED 18.0 MILES (29.0 KM) SOUTH OF GREENVILLE, 7.5 MILES
 AB1902'(12.1 KM) EAST OF WILLIAMSTON.  OWNERSHIP--BILL JAMES.  TO REACH THE
 AB1902'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 29 (AUGUSTA ROAD) AND STATE
 AB1902'HIGHWAY 247 (COOLEY BRIDGE ROAD) IN WARE PLACE, GO SOUTHEAST ON
 AB1902'HIGHWAY 25 FOR 3.8 MILES (6.1 KM) TO THE JUNCTION OF A STATE ROAD 50
 AB1902'(OAK HILL ROAD) RIGHT AND A PAVED ROAD LEFT (CHAPMAN ROAD) , CONTINUE
 AB1902'ON HIGHWAY 25 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR
 AB1902'A SECURITY LIGHT POLE IN THE SIDE YARD OF A WOOD SIDED HOUSE NUMBER
 AB1902'101 GREY ROAD, 0.05 MILE (0.08 KM) NORTH NORTHEAST OF A PAVED ROAD
 AB1902'(GREY ROAD) .  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM)
 AB1902'AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 119.9 FEET (36.5 M) EAST
 AB1902'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.0
 AB1902'FEET (2.1 M) WEST NORTHWEST OF THE SECURITY LIGHT POLE, 119.0 FEET
 AB1902'(36.3 M) NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBERED SS, 50.1
 AB1902'FEET (15.3 M) NORTHWEST OF THE WEST CORNER OF THE WEST BRICK PILLAR OF
 AB1902'THE FRONT PORCH OF THE HOUSE, 158.9 FEET (48.4 M) NORTH NORTHWEST OF
 AB1902'THE CENTER OF GREY ROAD.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1900 ***********************************************************************
 AB1900  DESIGNATION -  23 211
 AB1900  PID         -  AB1900
 AB1900  STATE/COUNTY-  SC/GREENVILLE
 AB1900  USGS QUAD   -  FORK SHOALS (1983)
 AB1900
 AB1900                         *CURRENT SURVEY CONTROL
 AB1900  ___________________________________________________________________
 AB1900* NAD 83(1986)-  34 33 24.     (N)    082 19 16.     (W)     SCALED    
 AB1900* NAVD 88     -       247.199  (meters)     811.02   (feet)  ADJUSTED  
 AB1900  ___________________________________________________________________
 AB1900  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AB1900  DYNAMIC HT  -         246.949 (meters)     810.20  (feet)  COMP
 AB1900  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 AB1900
 AB1900  VERT ORDER  -  FIRST     CLASS II
 AB1900
 AB1900.The horizontal coordinates were scaled from a topographic map and have
 AB1900.an estimated accuracy of +/- 6 seconds.
 AB1900
 AB1900.The orthometric height was determined by differential leveling
 AB1900.and adjusted by the National Geodetic Survey in September 1998..
 AB1900
 AB1900.The geoid height was determined by GEOID03.
 AB1900
 AB1900.The dynamic height is computed by dividing the NAVD 88
 AB1900.geopotential number by the normal gravity value computed on the
 AB1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1900.degrees latitude (g = 980.6199 gals.).
 AB1900
 AB1900.The modeled gravity was interpolated from observed gravity values.
 AB1900
 AB1900;                    North         East    Units  Estimated Accuracy
 AB1900;SPC SC       -   302,790.      488,370.      MT  (+/- 180 meters Scaled)
 AB1900
 AB1900                          SUPERSEDED SURVEY CONTROL
 AB1900
 AB1900.No superseded survey control is available for this station.
 AB1900
 AB1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU787246(NAD 83)
 AB1900_MARKER: DD = SURVEY DISK
 AB1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1900_STAMPING: 23 211 1994
 AB1900_MARK LOGO: SCGS  
 AB1900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1900+STABILITY: SURFACE MOTION
 AB1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1900+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 AB1900
 AB1900  HISTORY     - Date     Condition        Report By
 AB1900  HISTORY     - 1994     MONUMENTED       SCGS
 AB1900  HISTORY     - 20000627 GOOD             SCGS
 AB1900
 AB1900                          STATION DESCRIPTION
 AB1900
 AB1900'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1900'STATION IS LOCATED 8.7 MILES (14.0 KM) NORTHEAST OF HONEA PATH, 10.1
 AB1900'MILES (16.3 KM) EAST OF BELTON.  OWNERSHIP--VIRGINIA DAVIS, 10757
 AB1900'AUGUSTA ROAD, HONEA PATH, SC 29654.  TO REACH THE STATION FROM THE
 AB1900'NORTHWEST JUNCTION OF U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA
 AB1900'PATH HIGHWAY) , 8.6 MILES (13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO
 AB1900'NORTHWEST ON HIGHWAY 25 FOR 3.25 MILES (5.23 KM) TO THE JUNCTION OF
 AB1900'TWO PAVED ROADS RIGHT (TAYLOR ROAD-FORKSVILLE ROAD) , CONTINUE ON
 AB1900'HIGHWAY 25 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR
 AB1900'THE BRICK PUMP HOUSE IN THE SIDE YARD OF A BRICK HOUSE ON THE RIGHT.
 AB1900'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M)
 AB1900'BELOW THE HIGHWAY, 147.7 FEET (45.0 M) EAST NORTHEAST OF THE CENTER OF
 AB1900'THE HIGHWAY, 8.9 FEET (2.7 M) WEST SOUTHWEST OF THE WEST NORTHWEST
 AB1900'CORNER THE PUMP HOUSE, 25.3 FEET (7.7 M) NORTHWEST OF THE WEST
 AB1900'NORTHWEST CORNER OF A BRICK SUPPORT WALL FOR A CARPORT.  DESCRIBED BY
 AB1900'R.W.  ROBERTS.
 AB1900
 AB1900                          STATION RECOVERY (2000)
 AB1900
 AB1900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1900'STATION IS LOCATED 6.3 MILES (10.1 KM) SOUTHEAST OF WARE PLACE, 20.85
 AB1900'MILES (33.55 KM) SOUTH OF GREENVILLE.  OWNERSHIP--VIRGINIA DAVIS,
 AB1900'10757 AUGUSTA ROAD, HONEA PATH, SC 29654.  TO REACH THE STATION FROM
 AB1900'THE NORTHWEST JUNCTION OF U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76
 AB1900'(HONEA PATH HIGHWAY) , 8.6 MILES (13.8 KM) NORTH NORTHWEST OF WARE
 AB1900'SHOALS, GO NORTHWEST ON HIGHWAY 25 FOR 3.15 MILES (5.07 KM) TO THE
 AB1900'JUNCTION OF A PAVED ROAD RIGHT (TAYLOR ROAD) , CONTINUE ON HIGHWAY 25
 AB1900'FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR A BRICK PUMP
 AB1900'HOUSE IN THE SIDE YARD OF A BRICK HOUSE NUMBER 10757.  STATION IS A
 AB1900'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 2.0 FEET (0.6 M) BELOW
 AB1900'THE HIGHWAY, 119.7 FEET (36.5 M) EAST NORTHEAST OF THE CENTER OF THE
 AB1900'NORTHBOUND LANES OF THE HIGHWAY, 8.9 FEET (2.7 M) WEST SOUTHWEST OF
 AB1900'THE WEST NORTHWEST CORNER OF THE PUMP HOUSE, 25.1 FEET (7.7 M) NORTH
 AB1900'OF THE WEST NORTHWEST CORNER OF A BRICK SUPPORT WALL FOR A CARPORT,
 AB1900'64.6 FEET (19.7 M) EAST OF A TELEPHONE JUNCTION BOX NUMBER 10757.
 AB1900'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1899 ***********************************************************************
 AB1899  DESIGNATION -  23 212
 AB1899  PID         -  AB1899
 AB1899  STATE/COUNTY-  SC/GREENVILLE
 AB1899  USGS QUAD   -  FORK SHOALS (1983)
 AB1899
 AB1899                         *CURRENT SURVEY CONTROL
 AB1899  ___________________________________________________________________
 AB1899* NAD 83(2001)-  34 32 26.44422(N)    082 19 01.11257(W)     ADJUSTED  
 AB1899* NAVD 88     -       244.060  (meters)     800.72   (feet)  ADJUSTED  
 AB1899  ___________________________________________________________________
 AB1899  X           -     703,177.713 (meters)                     COMP
 AB1899  Y           -  -5,212,445.158 (meters)                     COMP
 AB1899  Z           -   3,596,131.029 (meters)                     COMP
 AB1899  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AB1899  ELLIP HEIGHT-         213.50  (meters)          (03/13/03) GPS OBS
 AB1899  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AB1899  DYNAMIC HT  -         243.814 (meters)     799.91  (feet)  COMP
 AB1899  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 AB1899
 AB1899  HORZ ORDER  -  FIRST
 AB1899  VERT ORDER  -  FIRST     CLASS II
 AB1899  ELLP ORDER  -  FOURTH    CLASS II
 AB1899
 AB1899.The horizontal coordinates were established by GPS observations
 AB1899.and adjusted by the National Geodetic Survey in March 2003..
 AB1899
 AB1899.The orthometric height was determined by differential leveling
 AB1899.and adjusted by the National Geodetic Survey in September 1998..
 AB1899
 AB1899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1899
 AB1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1899
 AB1899.The ellipsoidal height was determined by GPS observations
 AB1899.and is referenced to NAD 83.
 AB1899
 AB1899.The geoid height was determined by GEOID03.
 AB1899
 AB1899.The dynamic height is computed by dividing the NAVD 88
 AB1899.geopotential number by the normal gravity value computed on the
 AB1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1899.degrees latitude (g = 980.6199 gals.).
 AB1899
 AB1899.The modeled gravity was interpolated from observed gravity values.
 AB1899
 AB1899;                    North         East     Units Scale Factor Converg.
 AB1899;SPC SC       -   301,012.399   488,722.011   MT  0.99990914   -0 43 48.5
 AB1899;SPC SC       -   987,573.49  1,603,418.67   iFT  0.99990914   -0 43 48.5
 AB1899;UTM  17      - 3,822,895.596   379,152.280   MT  0.99978001   -0 44 48.5
 AB1899
 AB1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1899!SPC SC       -   0.99996649  x   0.99990914  =   0.99987563
 AB1899!UTM  17      -   0.99996649  x   0.99978001  =   0.99974650
 AB1899
 AB1899                          SUPERSEDED SURVEY CONTROL
 AB1899
 AB1899  NAD 83(1986)-  34 32 26.45454(N)    082 19 01.11268(W) AD(       ) 1
 AB1899  NAD 83(1995)-  34 32 26.44452(N)    082 19 01.11305(W) AD(       ) 1
 AB1899  ELLIP H (04/18/02)  213.52   (m)                       GP(       ) 4 1
 AB1899  NAVD 88 (04/18/02)  244.06   (m)          800.7    (f) LEVELING    3  
 AB1899
 AB1899.Superseded values are not recommended for survey control.
 AB1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1899.See file dsdata.txt to determine how the superseded data were derived.
 AB1899
 AB1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7915222896(NAD 83)
 AB1899_MARKER: DD = SURVEY DISK
 AB1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1899_STAMPING: 23 212 1994
 AB1899_MARK LOGO: SCGS  
 AB1899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1899+STABILITY: SURFACE MOTION
 AB1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1899+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 AB1899
 AB1899  HISTORY     - Date     Condition        Report By
 AB1899  HISTORY     - 1994     MONUMENTED       SCGS
 AB1899  HISTORY     - 20000626 GOOD             SCGS
 AB1899
 AB1899                          STATION DESCRIPTION
 AB1899
 AB1899'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1899'STATION IS LOCATED 7.8 MILES (12.6 KM) NORTHEAST OF HONEA PATH, 10.2
 AB1899'MILES (16.4 KM) EAST OF BELTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1899'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1899'803-737-1350.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 AB1899'U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6
 AB1899'MILES (13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO NORTHWEST ON
 AB1899'HIGHWAY 25 FOR 2.35 MILES (3.78 KM) TO THE REVERSE FORK JUNCTION OF
 AB1899'STATE ROAD 51 (OLD AUGUSTA ROAD) , TURN LEFT ON ROAD 51 FOR 0.1 MILE
 AB1899'(0.2 KM) TO THE STATION NEAR A POWER POLE ON THE LEFT.  STATION IS A
 AB1899'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 6.4 FEET
 AB1899'(2.0 M) SOUTH SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE WASHER
 AB1899'ATTACHED, 17.5 FEET (5.3 M) EAST SOUTHEAST OF THE CENTER OF ROAD 51,
 AB1899'240.7 FEET (73.4 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 AB1899'FOUNDATION FOR A WOOD-SIDED HOUSE ACROSS THE ROAD, 6.0 FEET (1.8 M)
 AB1899'EAST NORTHEAST OF A WITNESS POST BESIDE A STOP SIGN AHEAD WARNING SIGN
 AB1899'POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1899
 AB1899                          STATION RECOVERY (2000)
 AB1899
 AB1899'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1899'STATION IS LOCATED 7.3 MILES (11.7 KM) NORTHWEST OF WARE PLACE, 21.9
 AB1899'MILES (35.2 KM) SOUTH OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1899'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1899'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AB1899'25 (AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6 MILES (13.8 KM)
 AB1899'NORTH NORTHWEST OF WARE SHOALS, GO NORTHWEST ON HIGHWAY 25 FOR 2.0
 AB1899'MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 51 (MCCULLOUGH SCHOOL
 AB1899'ROAD) , CONTINUE ON HIGHWAY 25 FOR 0.15 MILE (0.24 KM) TO THE STATION
 AB1899'ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST RECESSED
 AB1899'0.2 FOOT (6.1 CM) AND 5.0 FEET (1.5 M) ABOVE THE HIGHWAY, 6.0 FEET
 AB1899'(1.8 M) SOUTH SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE WASHER
 AB1899'ATTACHED, 19.4 FEET (5.9 M) EAST SOUTHEAST OF THE CENTER OF AN
 AB1899'ABANDONED SAND ROAD, 153.3 FEET (46.7 M) WEST OF THE CENTER OF THE
 AB1899'SOUTHBOUND LANES OF THE HIGHWAY.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1898 ***********************************************************************
 AB1898  DESIGNATION -  23 213
 AB1898  PID         -  AB1898
 AB1898  STATE/COUNTY-  SC/GREENVILLE
 AB1898  USGS QUAD   -  FORK SHOALS (1983)
 AB1898
 AB1898                         *CURRENT SURVEY CONTROL
 AB1898  ___________________________________________________________________
 AB1898* NAD 83(1986)-  34 31 38.     (N)    082 18 57.     (W)     SCALED    
 AB1898* NAVD 88     -       235.503  (meters)     772.65   (feet)  ADJUSTED  
 AB1898  ___________________________________________________________________
 AB1898  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AB1898  DYNAMIC HT  -         235.265 (meters)     771.87  (feet)  COMP
 AB1898  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 AB1898
 AB1898  VERT ORDER  -  FIRST     CLASS II
 AB1898
 AB1898.The horizontal coordinates were scaled from a topographic map and have
 AB1898.an estimated accuracy of +/- 6 seconds.
 AB1898
 AB1898.The orthometric height was determined by differential leveling
 AB1898.and adjusted by the National Geodetic Survey in September 1998..
 AB1898
 AB1898.The geoid height was determined by GEOID03.
 AB1898
 AB1898.The dynamic height is computed by dividing the NAVD 88
 AB1898.geopotential number by the normal gravity value computed on the
 AB1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1898.degrees latitude (g = 980.6199 gals.).
 AB1898
 AB1898.The modeled gravity was interpolated from observed gravity values.
 AB1898
 AB1898;                    North         East    Units  Estimated Accuracy
 AB1898;SPC SC       -   299,520.      488,810.      MT  (+/- 180 meters Scaled)
 AB1898
 AB1898                          SUPERSEDED SURVEY CONTROL
 AB1898
 AB1898.No superseded survey control is available for this station.
 AB1898
 AB1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU792214(NAD 83)
 AB1898_MARKER: DD = SURVEY DISK
 AB1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1898_STAMPING: 23 213 1994
 AB1898_MARK LOGO: SCGS  
 AB1898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1898+STABILITY: SURFACE MOTION
 AB1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1898+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 AB1898
 AB1898  HISTORY     - Date     Condition        Report By
 AB1898  HISTORY     - 1994     MONUMENTED       SCGS
 AB1898  HISTORY     - 20000626 GOOD             SCGS
 AB1898
 AB1898                          STATION DESCRIPTION
 AB1898
 AB1898'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1898'STATION IS LOCATED 7.1 MILES (11.4 KM) NORTHEAST OF HONEA PATH, 9.7
 AB1898'MILES (15.6 KM) NORTHWEST OF WARE SHOALS.  OWNERSHIP--MR.  MCCULLOUGH
 AB1898'III.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF U.S.
 AB1898'HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6 MILES
 AB1898'(13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO NORTHWEST ON HIGHWAY 25
 AB1898'FOR 1.3 MILES (2.1 KM) TO THE STATION ON THE LEFT IN A GRASSY AREA
 AB1898'NEAR THE JUNCTION OF A CYCLONE FENCE AND A WOOD AND WIRE FENCE LINE
 AB1898'NEXT TO A TWO STORY STUCCO-SIDED HOUSE (3010 AUGUSTA ROAD) .  STATION
 AB1898'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW
 AB1898'THE HIGHWAY, 2.8 FEET (0.9 M) NORTH OF THE WIRE FENCE LINE, 58.5 FEET
 AB1898'(17.8 M) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 70.9 FEET (21.6
 AB1898'M) WEST OF THE CENTER OF THE HIGHWAY, 17.1 FEET (5.2 M) EAST OF THE
 AB1898'SOUTHERN MOST WOOD AND WIRE FENCE LINE POST WITH A SCGS REFERENCE
 AB1898'WASHER ATTACHED.  DESCRIBED BY R.W.  ROBERTS.
 AB1898
 AB1898                          STATION RECOVERY (2000)
 AB1898
 AB1898'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1898'STATION IS LOCATED 7.0 MILES (11.3 KM) NORTHEAST OF HONEA PATH, 22.9
 AB1898'MILES (36.9 KM) SOUTH OF GREENVILLE.  OWNERSHIP--MR.  MCCULLOUGH III.
 AB1898'TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF U.S. HIGHWAYS 25
 AB1898'(AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6 MILES (13.8 KM) NORTH
 AB1898'NORTHWEST OF WARE SHOALS, GO NORTHWEST ON HIGHWAY 25 FOR 1.3 MILES
 AB1898'(2.1 KM) TO THE STATION ON THE LEFT IN A GRASSY AREA NEAR THE JUNCTION
 AB1898'OF A CYCLONE FENCE AND A WOOD AND WIRE FENCE LINE NEXT TO A TWO STORY
 AB1898'STUCCO-SIDED HOUSE NUMBER 3010 AUGUSTA ROAD. STATION IS A CONCRETE
 AB1898'POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 2.8 FEET
 AB1898'(0.9 M) NORTH OF THE WIRE FENCE LINE, 58.5 FEET (17.8 M) NORTH OF THE
 AB1898'NORTHEAST CORNER OF THE HOUSE, 115.4 FEET (35.2 M) WEST OF THE
 AB1898'SOUTHBOUND LANES OF THE HIGHWAY, 17.1 FEET (5.2 M) EAST OF THE
 AB1898'SOUTHERN-MOST WOOD AND WIRE FENCE POST WITH A SCGS REFERENCE WASHER
 AB1898'ATTACHED, 118.0 FEET (36.0 M) SOUTHWEST OF THE SOUTH END OF A 1.8-FOOT
 AB1898'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO A BARN AND SILO,
 AB1898'115.6 FEET (35.2 M) SOUTH OF A POWER POLE WITH GUY WIRE AND A
 AB1898'TRANSFORMER ATTACHED.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1897 ***********************************************************************
 AB1897  DESIGNATION -  23 214
 AB1897  PID         -  AB1897
 AB1897  STATE/COUNTY-  SC/GREENVILLE
 AB1897  USGS QUAD   -  FORK SHOALS (1983)
 AB1897
 AB1897                         *CURRENT SURVEY CONTROL
 AB1897  ___________________________________________________________________
 AB1897* NAD 83(2001)-  34 31 04.81736(N)    082 18 34.72221(W)     ADJUSTED  
 AB1897* NAVD 88     -       241.213  (meters)     791.38   (feet)  ADJUSTED  
 AB1897  ___________________________________________________________________
 AB1897  X           -     704,035.101 (meters)                     COMP
 AB1897  Y           -  -5,213,765.853 (meters)                     COMP
 AB1897  Z           -   3,594,057.212 (meters)                     COMP
 AB1897  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AB1897  ELLIP HEIGHT-         210.74  (meters)          (03/13/03) GPS OBS
 AB1897  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AB1897  DYNAMIC HT  -         240.970 (meters)     790.58  (feet)  COMP
 AB1897  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 AB1897
 AB1897  HORZ ORDER  -  FIRST
 AB1897  VERT ORDER  -  FIRST     CLASS II
 AB1897  ELLP ORDER  -  FOURTH    CLASS II
 AB1897
 AB1897.The horizontal coordinates were established by GPS observations
 AB1897.and adjusted by the National Geodetic Survey in March 2003..
 AB1897
 AB1897.The orthometric height was determined by differential leveling
 AB1897.and adjusted by the National Geodetic Survey in September 1998..
 AB1897
 AB1897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1897
 AB1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1897
 AB1897.The ellipsoidal height was determined by GPS observations
 AB1897.and is referenced to NAD 83.
 AB1897
 AB1897.The geoid height was determined by GEOID03.
 AB1897
 AB1897.The dynamic height is computed by dividing the NAVD 88
 AB1897.geopotential number by the normal gravity value computed on the
 AB1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1897.degrees latitude (g = 980.6199 gals.).
 AB1897
 AB1897.The modeled gravity was interpolated from observed gravity values.
 AB1897
 AB1897;                    North         East     Units Scale Factor Converg.
 AB1897;SPC SC       -   298,489.001   489,362.945   MT  0.99990320   -0 43 33.8
 AB1897;SPC SC       -   979,294.62  1,605,521.47   iFT  0.99990320   -0 43 33.8
 AB1897;UTM  17      - 3,820,372.335   379,792.410   MT  0.99977811   -0 44 32.0
 AB1897
 AB1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1897!SPC SC       -   0.99996692  x   0.99990320  =   0.99987012
 AB1897!UTM  17      -   0.99996692  x   0.99977811  =   0.99974504
 AB1897
 AB1897                          SUPERSEDED SURVEY CONTROL
 AB1897
 AB1897  NAD 83(1986)-  34 31 04.82787(N)    082 18 34.72247(W) AD(       ) 1
 AB1897  NAD 83(1995)-  34 31 04.81742(N)    082 18 34.72245(W) AD(       ) 1
 AB1897  ELLIP H (04/18/02)  210.78   (m)                       GP(       ) 4 1
 AB1897  NAVD 88 (04/18/02)  241.21   (m)          791.4    (f) LEVELING    3  
 AB1897
 AB1897.Superseded values are not recommended for survey control.
 AB1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1897.See file dsdata.txt to determine how the superseded data were derived.
 AB1897
 AB1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7979220372(NAD 83)
 AB1897_MARKER: DD = SURVEY DISK
 AB1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1897_STAMPING: 23 214 1994
 AB1897_MARK LOGO: SCGS  
 AB1897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1897+STABILITY: SURFACE MOTION
 AB1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1897+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 AB1897
 AB1897  HISTORY     - Date     Condition        Report By
 AB1897  HISTORY     - 1994     MONUMENTED       SCGS
 AB1897  HISTORY     - 20000626 GOOD             SCGS
 AB1897
 AB1897                          STATION DESCRIPTION
 AB1897
 AB1897'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1897'STATION IS LOCATED 6.8 MILES (10.9 KM) NORTHEAST OF HONEA PATH, 9.0
 AB1897'MILES (14.5 KM) NORTHWEST OF WARE SHOALS.  OWNERSHIP--SCDOT, DIRECTOR
 AB1897'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1897'803-737-1350.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 AB1897'U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6
 AB1897'MILES (13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO NORTHWEST ON
 AB1897'HIGHWAY 25 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1897'SECURITY LIGHT POLE IN THE SIDE YARD OF THE COLUMBIA BAPTIST CHURCH.
 AB1897'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 85.9 FEET (26.2 M)
 AB1897'SOUTH SOUTHEAST OF THE SOUTH SOUTHWEST CORNER OF THE MAIN PART OF THE
 AB1897'LARGE CHURCH BUILDING, 219.8 FEET (67.0 M) EAST NORTHEAST OF THE
 AB1897'CENTER OF THE HIGHWAY, 9.6 FEET (2.9 M) SOUTHEAST OF THE SECURITY
 AB1897'LIGHT POLE, 64.0 FEET (19.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AB1897'THE SOUTH WING OF THE CHURCH BUILDING.  DESCRIBED BY R.W.  ROBERTS.
 AB1897
 AB1897                          STATION RECOVERY (2000)
 AB1897
 AB1897'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1897'STATION IS LOCATED 6.9 MILES (11.1 KM) WEST OF HICKORY TAVERN, 23.6
 AB1897'MILES (38.0 KM) SOUTH OF GREENVILLE.  OWNERSHIP--COLUMBIA BAPTIST
 AB1897'CHURCH, 11321 AUGUSTA HIGHWAY, HONEA PATH, SC 29659.  TO REACH THE
 AB1897'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76
 AB1897'(HONEA PATH HIGHWAY) , 8.6 MILES (13.8 KM) NORTH NORTHWEST OF WARE
 AB1897'SHOALS, GO NORTHWEST ON HIGHWAY 25 FOR 0.5 MILES (0.8 KM) TO THE
 AB1897'STATION ON THE RIGHT NEAR A SECURITY LIGHT POLE IN THE SIDE YARD OF
 AB1897'THE COLUMBIA BAPTIST CHURCH.  STATION IS A CONCRETE POST FLUSH WITH
 AB1897'THE GROUND, 86.4 FEET (26.3 M) SOUTH SOUTHEAST OF THE SOUTH SOUTHWEST
 AB1897'CORNER OF THE MAIN CHURCH BUILDING, 159.5 FEET (48.6 M) EAST NORTHEAST
 AB1897'OF THE SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 AB1897'SOUTH ONE OF TWO ENTRANCE DRIVES TO THE CHURCH, 10.2 FEET (3.1 M)
 AB1897'SOUTHEAST OF THE SECURITY LIGHT POLE, 64.3 FEET (19.6 M) SOUTHWEST OF
 AB1897'THE SOUTHWEST CORNER OF THE SOUTH WING OF THE CHURCH. RECOVERED BY
 AB1897'J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1896 ***********************************************************************
 AB1896  DESIGNATION -  23 215
 AB1896  PID         -  AB1896
 AB1896  STATE/COUNTY-  SC/GREENVILLE
 AB1896  USGS QUAD   -  FORK SHOALS (1983)
 AB1896
 AB1896                         *CURRENT SURVEY CONTROL
 AB1896  ___________________________________________________________________
 AB1896* NAD 83(1986)-  34 30 24.     (N)    082 17 56.     (W)     SCALED    
 AB1896* NAVD 88     -       226.489  (meters)     743.07   (feet)  ADJUSTED  
 AB1896  ___________________________________________________________________
 AB1896  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AB1896  DYNAMIC HT  -         226.260 (meters)     742.32  (feet)  COMP
 AB1896  MODELED GRAV-     979,620.1   (mgal)                       NAVD 88
 AB1896
 AB1896  VERT ORDER  -  FIRST     CLASS II
 AB1896
 AB1896.The horizontal coordinates were scaled from a topographic map and have
 AB1896.an estimated accuracy of +/- 6 seconds.
 AB1896
 AB1896.The orthometric height was determined by differential leveling
 AB1896.and adjusted by the National Geodetic Survey in September 1998..
 AB1896
 AB1896.The geoid height was determined by GEOID03.
 AB1896
 AB1896.The dynamic height is computed by dividing the NAVD 88
 AB1896.geopotential number by the normal gravity value computed on the
 AB1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1896.degrees latitude (g = 980.6199 gals.).
 AB1896
 AB1896.The modeled gravity was interpolated from observed gravity values.
 AB1896
 AB1896;                    North         East    Units  Estimated Accuracy
 AB1896;SPC SC       -   297,220.      490,340.      MT  (+/- 180 meters Scaled)
 AB1896
 AB1896                          SUPERSEDED SURVEY CONTROL
 AB1896
 AB1896.No superseded survey control is available for this station.
 AB1896
 AB1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU807191(NAD 83)
 AB1896_MARKER: DD = SURVEY DISK
 AB1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1896_STAMPING: 23 215 1994
 AB1896_MARK LOGO: SCGS  
 AB1896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1896+STABILITY: SURFACE MOTION
 AB1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1896+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 AB1896
 AB1896  HISTORY     - Date     Condition        Report By
 AB1896  HISTORY     - 1994     MONUMENTED       SCGS
 AB1896  HISTORY     - 20000626 GOOD             SCGS
 AB1896
 AB1896                          STATION DESCRIPTION
 AB1896
 AB1896'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1896'STATION IS LOCATED 6.8 MILES (10.9 KM) NORTHEAST OF HONEA PATH, 8.0
 AB1896'MILES (12.9 KM) NORTHWEST OF WARE SHOALS, 0.6 MILE (1.0 KM) NORTHWEST
 AB1896'OF PRINCETON.  OWNERSHIP--ALLEN SOUTHERN, 11704 AUGUSTA ROAD, HONEA
 AB1896'PATH, SC 29654.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 AB1896'U.S.  HIGHWAYS 25 (AUGUSTA ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6
 AB1896'MILES (13.8 KM) NORTH NORTHWEST OF WARE SHOALS, GO EAST SOUTHEAST ON
 AB1896'HIGHWAYS 25 AND 76 FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF A PAVED
 AB1896'ROAD LEFT (SCOTT ROAD) AND A PAVED DRIVEWAY RIGHT, TURN RIGHT ON THE
 AB1896'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR THE NORTH CORNER
 AB1896'OF A TWO STORY VINYL AND CINDER BLOCK GARAGE APARTMENT IN THE SIDE
 AB1896'YARD OF A BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1896'GROUND AND LEVEL WITH THE DRIVEWAY, 80.7 FEET (24.6 M) WEST OF THE
 AB1896'NORTH CORNER OF THE GARAGE OF THE BRICK HOUSE, 2.8 FEET (0.9 M)
 AB1896'NORTHWEST OF THE NORTH CORNER OF THE CINDER BLOCK FOUNDATION OF THE
 AB1896'GARAGE APARTMENT, 8.2 FEET (2.5 M) NORTH NORTHEAST OF THE NORTH CORNER
 AB1896'OF A CHIMNEY FOR THE GARAGE.  DESCRIBED BY R.W.  ROBERTS.
 AB1896
 AB1896                          STATION RECOVERY (2000)
 AB1896
 AB1896'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1896'STATION IS LOCATED 6.7 MILES (10.8 KM) NORTHEAST OF HONEA PATH, 24.45
 AB1896'MILES (39.35 KM) SOUTH SOUTHEAST OF GREENVILLE.  OWNERSHIP--ALLEN
 AB1896'SOUTHERN, 11704 AUGUSTA ROAD, HONEA PATH, SC 29654.  TO REACH THE
 AB1896'STATION FROM THE NORTHWEST JUNCTION OF U.S.  HIGHWAYS 25 (AUGUSTA
 AB1896'ROAD) AND 76 (HONEA PATH HIGHWAY) , 8.6 MILES (13.8 KM) NORTH
 AB1896'NORTHWEST OF WARE SHOALS, GO EAST SOUTHEAST ON HIGHWAYS 25 AND 76 FOR
 AB1896'0.5 MILE (0.8 KM) TO THE JUNCTION OF A PAVED ROAD LEFT (SCOTT ROAD)
 AB1896'AND A PAVED DRIVEWAY RIGHT LEADING TO HOUSE NUMBER 11704, TURN RIGHT
 AB1896'ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR THE NORTH
 AB1896'CORNER OF A TWO STORY VINYL-SIDED AND CINDERBLOCK GARAGE APARTMENT IN
 AB1896'THE SIDE YARD OF THE MAIN HOUSE.  STATION IS A CONCRETE POST FLUSH
 AB1896'WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 80.8 FEET (24.6 M) WEST
 AB1896'OF THE NORTH CORNER OF THE GARAGE OF THE BRICK HOUSE, 2.9 FEET (0.9 M)
 AB1896'NORTHWEST OF THE NORTH CORNER OF THE CINDERBLOCK FOUNDATION OF THE
 AB1896'GARAGE APARTMENT, 8.2 FEET (2.5 M) NORTH NORTHEAST OF THE NORTH CORNER
 AB1896'OF THE CHIMNEY FOR THE GARAGE.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3667 ***********************************************************************
 ED3667  DESIGNATION -  23 CREEK
 ED3667  PID         -  ED3667
 ED3667  STATE/COUNTY-  SC/ANDERSON
 ED3667  USGS QUAD   -  EASLEY (1983)
 ED3667
 ED3667                         *CURRENT SURVEY CONTROL
 ED3667  ___________________________________________________________________
 ED3667* NAD 83(2001)-  34 45 13.39738(N)    082 37 09.14882(W)     ADJUSTED  
 ED3667* NAVD 88     -       250.4    (meters)     822.     (feet)  GPS OBS   
 ED3667  ___________________________________________________________________
 ED3667  X           -     673,947.180 (meters)                     COMP
 ED3667  Y           -  -5,202,761.297 (meters)                     COMP
 ED3667  Z           -   3,615,577.733 (meters)                     COMP
 ED3667  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ED3667  ELLIP HEIGHT-         219.42  (meters)          (12/20/99) GPS OBS
 ED3667  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 ED3667
 ED3667  HORZ ORDER  -  FIRST
 ED3667  ELLP ORDER  -  FOURTH    CLASS I
 ED3667
 ED3667.The horizontal coordinates were established by GPS observations
 ED3667.and adjusted by the National Geodetic Survey in March 2004..
 ED3667
 ED3667.The orthometric height was determined by GPS observations and a
 ED3667.high-resolution geoid model.
 ED3667
 ED3667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3667
 ED3667.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3667
 ED3667.The ellipsoidal height was determined by GPS observations
 ED3667.and is referenced to NAD 83.
 ED3667
 ED3667.The geoid height was determined by GEOID03.
 ED3667
 ED3667;                    North         East     Units Scale Factor Converg.
 ED3667;SPC SC       -   325,035.822   461,354.068   MT  0.99997268   -0 53 51.7
 ED3667;SPC SC       - 1,066,390.49  1,513,628.83   iFT  0.99997268   -0 53 51.7
 ED3667;UTM  17      - 3,846,926.231   351,796.290   MT  0.99987072   -0 55 23.5
 ED3667
 ED3667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3667!SPC SC       -   0.99996556  x   0.99997268  =   0.99993824
 ED3667!UTM  17      -   0.99996556  x   0.99987072  =   0.99983628
 ED3667
 ED3667                          SUPERSEDED SURVEY CONTROL
 ED3667
 ED3667  NAD 83(1995)-  34 45 13.39739(N)    082 37 09.14888(W) AD(       ) 1
 ED3667  NAD 83(1986)-  34 45 13.40462(N)    082 37 09.15113(W) AD(       ) 1
 ED3667
 ED3667.Superseded values are not recommended for survey control.
 ED3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3667.See file dsdata.txt to determine how the superseded data were derived.
 ED3667
 ED3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5179646926(NAD 83)
 ED3667_MARKER: DH = HORIZONTAL CONTROL DISK
 ED3667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3667_SP_SET: CONCRETE POST
 ED3667_STAMPING: 23 CREEK 1992
 ED3667_MARK LOGO: NGS   
 ED3667_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3667+STABILITY: SURFACE MOTION
 ED3667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3667+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1992
 ED3667
 ED3667  HISTORY     - Date     Condition        Report By
 ED3667  HISTORY     - 1992     MONUMENTED       SCGS
 ED3667  HISTORY     - 19921101 GOOD             NGS
 ED3667
 ED3667                          STATION DESCRIPTION
 ED3667
 ED3667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ED3667'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTH SOUTHWEST OF EASLEY, 11.7
 ED3667'MILES (18.8 KM) EAST NORTHEAST OF PENDLETON. OWNERSHIP--SCDHPT,
 ED3667'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3667'803-737-1350.
 ED3667'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 88, 8.0
 ED3667'MILES (12.9 KM) SOUTH SOUTHEAST OF EASLEY, GO WEST ON HIGHWAY 88 FOR
 ED3667'2.5 MILES (4.0 KM) TO HAMLIN ROAD RIGHT, TURN RIGHT ON HAMLIN ROAD
 ED3667'FOR 2.6 MILES (4.2 KM) TO THE JUNCTION OF TWO ROADS RIGHT, TURN RIGHT
 ED3667'ON THE SECOND ROAD (NORTHERN OF TWO) FOR 0.75 MILE (1.21 KM) TO A
 ED3667'SELDOM USED GATE ON THE LEFT AND THE STATION NEAR A FENCE LINE IN THE
 ED3667'NORTHWEST ANGLE, 0.05 MILE (0.08 KM) WEST OF THE WEST END OF A BRIDGE
 ED3667'OVER THREE AND TWENTY CREEK.
 ED3667'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3667'ROAD, 15.8 FEET (4.8 M) NORTH OF THE CENTER OF THE ROAD, 2.9 FEET
 ED3667'(0.9 M) WEST SOUTHWEST OF THE WEST WOODEN GATE POST, 2.0 FEET
 ED3667'(0.6 M) SOUTH SOUTHWEST OF THE FENCE LINE, 11.7 FEET (3.6 M) EAST OF
 ED3667'A 4-INCH CEDAR TREE IN THE FENCE LINE, 1.4 FEET (0.4 M) SOUTH
 ED3667'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 WA0099 ***********************************************************************
 WA0099  DESIGNATION -  23 GNH
 WA0099  PID         -  WA0099
 WA0099  STATE/COUNTY-  SC/COLLETON
 WA0099  USGS QUAD   -  LODGE (1982)
 WA0099
 WA0099                         *CURRENT SURVEY CONTROL
 WA0099  ___________________________________________________________________
 WA0099* NAD 83(1986)-  33 01 48.     (N)    080 57 15.     (W)     SCALED    
 WA0099* NAVD 88     -        23.875  (meters)      78.33   (feet)  ADJUSTED  
 WA0099  ___________________________________________________________________
 WA0099  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 WA0099  DYNAMIC HT  -          23.849 (meters)      78.24  (feet)  COMP
 WA0099  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 WA0099
 WA0099  VERT ORDER  -  FIRST     CLASS II
 WA0099
 WA0099.The horizontal coordinates were scaled from a topographic map and have
 WA0099.an estimated accuracy of +/- 6 seconds.
 WA0099
 WA0099.The orthometric height was determined by differential leveling
 WA0099.and adjusted by the National Geodetic Survey in September 1998..
 WA0099
 WA0099.The geoid height was determined by GEOID03.
 WA0099
 WA0099.The dynamic height is computed by dividing the NAVD 88
 WA0099.geopotential number by the normal gravity value computed on the
 WA0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 WA0099.degrees latitude (g = 980.6199 gals.).
 WA0099
 WA0099.The modeled gravity was interpolated from observed gravity values.
 WA0099
 WA0099;                    North         East    Units  Estimated Accuracy
 WA0099;SPC SC       -   132,710.      613,880.      MT  (+/- 180 meters Scaled)
 WA0099
 WA0099                          SUPERSEDED SURVEY CONTROL
 WA0099
 WA0099.No superseded survey control is available for this station.
 WA0099
 WA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS042546(NAD 83)
 WA0099_MARKER: DD = SURVEY DISK
 WA0099_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 WA0099_SP_SET: SET IN WINGWALL OF BRIDGE
 WA0099_STAMPING: 23 GNH 1976
 WA0099_MARK LOGO: USGS  
 WA0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 WA0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 WA0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0099+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 WA0099
 WA0099  HISTORY     - Date     Condition        Report By
 WA0099  HISTORY     - 1976     MONUMENTED       USGS
 WA0099  HISTORY     - 19950105 GOOD             SCGS
 WA0099  HISTORY     - 20050801 GOOD             SCGS
 WA0099
 WA0099                          STATION DESCRIPTION
 WA0099
 WA0099'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 WA0099'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTH OF LODGE.
 WA0099'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 WA0099'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 WA0099'JUNCTION OF STATE HIGHWAYS 64 AND 641, 2.6 MILES (4.2 KM) SOUTH
 WA0099'SOUTHEAST OF LODGE, GO NORTHWEST ON HIGHWAY 641 FOR 0.85 MILE (1.37
 WA0099'KM) TO THE STATION ON THE LEFT IN THE WINGWALL AT THE SOUTHEAST CORNER
 WA0099'OF THE BRIDGE OVER WILLOW SWAMP.  STATION IS A DRILL MARK IN THE
 WA0099'WINGWALL AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 26.0 FEET (7.9 M)
 WA0099'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 1.3 FEET (0.4 M) NORTH
 WA0099'NORTHEAST OF THE SOUTH END OF THE WINGWALL, 2.6 FEET (0.8 M) SOUTHWEST
 WA0099'OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
 WA0099
 WA0099                          STATION RECOVERY (2005)
 WA0099
 WA0099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 WA0099'STATION IS LOCATED 2.6 MI (4.18 KM) SOUTH OF LODGE, 18.7 MI (30.09 KM)
 WA0099'WEST NORTHWEST OF WALTERBORO.  TO REACH THE STATION FROM THE JUNCTION
 WA0099'OF STATE HIGHWAYS 64 (BELLS HIGHWAY) AND 641, 2.7 MI (1035.94 KM)
 WA0099'SOUTH SOUTHEAST OF LODGE, GO WEST NORTHWEST ON HIGHWAY 641 FOR 0.85 MI
 WA0099'(1.37 KM) TO THE STATION ON THE LEFT SET IN THE WINGWALL AT THE
 WA0099'SOUTHEAST CORNER OF A BRIDGE OVER WILLOW SWAMP. STATION IS A DISK SET
 WA0099'IN A DRILL HOLE IN THE WINGWALL AND 0.5 FT (0.2 M) ABOVE THE HIGHWAY,
 WA0099'24.8 FT (7.6 M) SOUTH OF THE CENTER OF THE HIGHWAY, 2.5 FT (0.8 M)
 WA0099'SOUTHWEST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0319 ***********************************************************************
 EC0319  DESIGNATION -  232
 EC0319  PID         -  EC0319
 EC0319  STATE/COUNTY-  SC/FAIRFIELD
 EC0319  USGS QUAD   -  CHAPIN (1971)
 EC0319
 EC0319                         *CURRENT SURVEY CONTROL
 EC0319  ___________________________________________________________________
 EC0319* NAD 83(1986)-  34 12 38.     (N)    081 15 05.     (W)     SCALED    
 EC0319* NAVD 88     -        69.954  (meters)     229.51   (feet)  ADJUSTED  
 EC0319  ___________________________________________________________________
 EC0319  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 EC0319  DYNAMIC HT  -          69.885 (meters)     229.28  (feet)  COMP
 EC0319  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 EC0319
 EC0319  VERT ORDER  -  SECOND    CLASS 0
 EC0319
 EC0319.The horizontal coordinates were scaled from a topographic map and have
 EC0319.an estimated accuracy of +/- 6 seconds.
 EC0319
 EC0319.The orthometric height was determined by differential leveling
 EC0319.and adjusted by the National Geodetic Survey in June 1991..
 EC0319
 EC0319.The geoid height was determined by GEOID03.
 EC0319
 EC0319.The dynamic height is computed by dividing the NAVD 88
 EC0319.geopotential number by the normal gravity value computed on the
 EC0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0319.degrees latitude (g = 980.6199 gals.).
 EC0319
 EC0319.The modeled gravity was interpolated from observed gravity values.
 EC0319
 EC0319;                    North         East    Units  Estimated Accuracy
 EC0319;SPC SC       -   263,660.      586,440.      MT  (+/- 180 meters Scaled)
 EC0319
 EC0319                          SUPERSEDED SURVEY CONTROL
 EC0319
 EC0319  NGVD 29 (??/??/92)   70.177  (m)          230.24   (f) ADJ UNCH    2 0
 EC0319
 EC0319.Superseded values are not recommended for survey control.
 EC0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0319.See file dsdata.txt to determine how the superseded data were derived.
 EC0319
 EC0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT768855(NAD 83)
 EC0319_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EC0319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EC0319_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EC0319_STAMPING: 232 COLUMBIA 1901
 EC0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EC0319
 EC0319  HISTORY     - Date     Condition        Report By
 EC0319  HISTORY     - 1901     MONUMENTED       USGS
 EC0319  HISTORY     - 1935     GOOD             NGS
 EC0319  HISTORY     - 1981     MARK NOT FOUND   NGS
 EC0319
 EC0319                          STATION DESCRIPTION
 EC0319
 EC0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EC0319'4.6 MI SE FROM ALSTON.
 EC0319'ABOUT 4.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 EC0319'STATION AT ALSTON, FAIRFIELD COUNTY, 29.6 FEET NORTHEAST OF THE
 EC0319'EAST STATION SIGN AT WALLACEVILLE, AT A STREET CROSSING, 30 FEET
 EC0319'NORTH OF THE CENTER LINE OF THE STREET, 65 FEET EAST OF THE EAST
 EC0319'RAIL OF THE MAIN TRACK, AND IN A DRIVEWAY.  A UNITED STATES
 EC0319'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 232 COLUMBIA 1901 AND
 EC0319'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 EC0319
 EC0319                          STATION RECOVERY (1981)
 EC0319
 EC0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EC0319'THE MARK WAS NOT RECOVERED, LOCAL MEASUREMENTS WERE NO LONGER
 EC0319'USEFUL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0311 ***********************************************************************
 DE0311  DESIGNATION -  232=PTS 59
 DE0311  PID         -  DE0311
 DE0311  STATE/COUNTY-  SC/RICHLAND
 DE0311  USGS QUAD   -  CONGAREE (1987)
 DE0311
 DE0311                         *CURRENT SURVEY CONTROL
 DE0311  ___________________________________________________________________
 DE0311* NAD 83(1986)-  33 54 30.     (N)    080 47 57.     (W)     SCALED    
 DE0311* NAVD 88     -        70.60   (+/-2cm)     231.6    (feet)  VERTCON   
 DE0311  ___________________________________________________________________
 DE0311  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DE0311
 DE0311  VERT ORDER  -  ? (See Below)
 DE0311
 DE0311.The horizontal coordinates were scaled from a topographic map and have
 DE0311.an estimated accuracy of +/- 6 seconds.
 DE0311
 DE0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0311.The vertical order pertains to the NGVD 29 superseded value.
 DE0311
 DE0311.The geoid height was determined by GEOID03.
 DE0311
 DE0311;                    North         East    Units  Estimated Accuracy
 DE0311;SPC SC       -   230,130.      628,170.      MT  (+/- 180 meters Scaled)
 DE0311
 DE0311                          SUPERSEDED SURVEY CONTROL
 DE0311
 DE0311  NGVD 29 (??/??/92)   70.860  (m)          232.48   (f) ADJ UNCH    ?  
 DE0311
 DE0311.Superseded values are not recommended for survey control.
 DE0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0311.See file dsdata.txt to determine how the superseded data were derived.
 DE0311
 DE0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT185520(NAD 83)
 DE0311_MARKER: P = PIPE CAP
 DE0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0311_STAMPING: 232 PRIM TRAV STA NO 59 J 1918
 DE0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0311
 DE0311  HISTORY     - Date     Condition        Report By
 DE0311  HISTORY     - 1918     MONUMENTED       USGS
 DE0311  HISTORY     - 1960     MARK NOT FOUND   NGS
 DE0311
 DE0311                          STATION DESCRIPTION
 DE0311
 DE0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0311'AT CONGAREE.
 DE0311'AT CONGAREE, RICHLAND COUNTY, ON THE ATLANTIC COAST LINE RAILROAD,
 DE0311'40 FEET EAST OF THE EAST END OF THE STATION, AT A ROAD CROSSING,
 DE0311'IN THE EAST POINT OF THE V FORMED BY THE CROSSING, 60.8 FEET WEST
 DE0311'OF THE CROSSING, 26.8 FEET NORTH OF THE NORTH RAIL, AND 5 FEET
 DE0311'SOUTHEAST OF A TELEPHONE POLE.  A UNITED STATES GEOLOGICAL
 DE0311'SURVEY STANDARD CAP, STAMPED 232 PRIM TRAV STA NO 59 J 1918 AND
 DE0311'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 2 INCHES
 DE0311'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9536 ***********************************************************************
 DH9536  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9536  DESIGNATION -  2350+60
 DH9536  PID         -  DH9536
 DH9536  STATE/COUNTY-  SC/COLLETON
 DH9536  USGS QUAD   -  BENNETTS POINT (1960)
 DH9536
 DH9536                         *CURRENT SURVEY CONTROL
 DH9536  ___________________________________________________________________
 DH9536* NAD 83(2001)-  32 31 50.29990(N)    080 26 35.22459(W)     ADJUSTED  
 DH9536* NAVD 88     -         1.42   (meters)       4.7    (feet)  GPS OBS   
 DH9536  ___________________________________________________________________
 DH9536  X           -     893,658.509 (meters)                     COMP
 DH9536  Y           -  -5,307,915.636 (meters)                     COMP
 DH9536  Z           -   3,410,171.863 (meters)                     COMP
 DH9536  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DH9536  ELLIP HEIGHT-         -30.55  (meters)          (05/04/06) GPS OBS
 DH9536  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DH9536
 DH9536  HORZ ORDER  -  FIRST
 DH9536  ELLP ORDER  -  FOURTH    CLASS II
 DH9536
 DH9536.The horizontal coordinates were established by GPS observations
 DH9536.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9536
 DH9536.The orthometric height was determined by GPS observations and a
 DH9536.high-resolution geoid model using precise GPS observation and
 DH9536.processing techniques.
 DH9536
 DH9536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9536
 DH9536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9536
 DH9536.The ellipsoidal height was determined by GPS observations
 DH9536.and is referenced to NAD 83.
 DH9536
 DH9536.The geoid height was determined by GEOID03.
 DH9536
 DH9536;                    North         East     Units Scale Factor Converg.
 DH9536;SPC SC       -    77,475.460   661,915.410   MT  0.99998935   +0 18 31.4
 DH9536;SPC SC       -   254,184.58  2,171,638.48   iFT  0.99998935   +0 18 31.4
 DH9536;UTM  17      - 3,599,392.145   552,295.644   MT  0.99963372   +0 17 58.1
 DH9536
 DH9536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9536!SPC SC       -   1.00000480  x   0.99998935  =   0.99999415
 DH9536!UTM  17      -   1.00000480  x   0.99963372  =   0.99963851
 DH9536
 DH9536                          SUPERSEDED SURVEY CONTROL
 DH9536
 DH9536.No superseded survey control is available for this station.
 DH9536
 DH9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5229699392(NAD 83)
 DH9536_MARKER: DD = SURVEY DISK
 DH9536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9536_STAMPING: 2350+60 640
 DH9536_MARK LOGO: USE   
 DH9536_PROJECTION: PROJECTING 15 CENTIMETERS
 DH9536_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9536+STABILITY: SURFACE MOTION
 DH9536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9536+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DH9536
 DH9536  HISTORY     - Date     Condition        Report By
 DH9536  HISTORY     - UNK      MONUMENTED       USE
 DH9536  HISTORY     - 20051207 GOOD             SCGS
 DH9536
 DH9536                          STATION DESCRIPTION
 DH9536
 DH9536'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DH9536'STATION IS LOCATED ALONG THE INTRACOASTAL WATERWAY, ON THE SOUTH SIDE
 DH9536'OF THE ASHEPOO COOSAW CUTOFF AT THE ASHEPOO RIVER, 7.2 MI (11.59 KM)
 DH9536'WEST NORTHWEST OF EDISTO BEACH, 14.1 MI (22.69 KM) SOUTH SOUTHWEST OF
 DH9536'ADAMS RUN, 14.9 MI (23.98 KM) EAST-NORTHEAST OF BEAUFORT, 28.9 MI
 DH9536'(46.51 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--STATE OF SOUTH
 DH9536'CAROLINA.   STATION IS A CONCRETE POST PROJECTING 0.5 FOOT.
 DH9536'NOTE-STATION IS ACCESSIBLE BY BOAT ONLY. RECOVERY BY L.A.  LAPINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0312 ***********************************************************************
 DD0312  DESIGNATION -  24
 DD0312  PID         -  DD0312
 DD0312  STATE/COUNTY-  SC/GEORGETOWN
 DD0312  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0312
 DD0312                         *CURRENT SURVEY CONTROL
 DD0312  ___________________________________________________________________
 DD0312* NAD 83(1986)-  33 20 46.     (N)    079 17 49.     (W)     SCALED    
 DD0312* NAVD 88     -         2.662  (meters)       8.73   (feet)  POSTED    
 DD0312  ___________________________________________________________________
 DD0312  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD0312  DYNAMIC HT  -           2.660 (meters)       8.73  (feet)  COMP
 DD0312  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DD0312
 DD0312  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DD0312
 DD0312.The horizontal coordinates were scaled from a topographic map and have
 DD0312.an estimated accuracy of +/- 6 seconds.
 DD0312
 DD0312.The orthometric height was determined by differential leveling
 DD0312.and adjusted by the National Geodetic Survey in 1992..
 DD0312.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DD0312.rate of 0.0 thru 1.0 mm/km.
 DD0312
 DD0312.The geoid height was determined by GEOID03.
 DD0312
 DD0312.The dynamic height is computed by dividing the NAVD 88
 DD0312.geopotential number by the normal gravity value computed on the
 DD0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0312.degrees latitude (g = 980.6199 gals.).
 DD0312
 DD0312.The modeled gravity was interpolated from observed gravity values.
 DD0312
 DD0312;                    North         East    Units  Estimated Accuracy
 DD0312;SPC SC       -   169,070.      768,090.      MT  (+/- 180 meters Scaled)
 DD0312
 DD0312                          SUPERSEDED SURVEY CONTROL
 DD0312
 DD0312  NGVD 29 (??/??/92)    2.972  (m)            9.75   (f) ADJ UNCH    1 2
 DD0312
 DD0312.Superseded values are not recommended for survey control.
 DD0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0312.See file dsdata.txt to determine how the superseded data were derived.
 DD0312
 DD0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS584909(NAD 83)
 DD0312_MARKER: N = NAIL
 DD0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0312_SP_SET: TREE
 DD0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0312
 DD0312  HISTORY     - Date     Condition        Report By
 DD0312  HISTORY     - UNK      MONUMENTED       SCHD
 DD0312  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0312  HISTORY     - 1974     MARK NOT FOUND   NGS
 DD0312  HISTORY     - 20040705 MARK NOT FOUND   USPSQD
 DD0312
 DD0312                          STATION DESCRIPTION
 DD0312
 DD0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0312'2.2 MI SW FROM GEORGETOWN.
 DD0312'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 701 FROM FRONT STREET IN
 DD0312'GEORGETOWN, GEORGETOWN COUNTY, 45.2 FEET SOUTHEAST OF THE
 DD0312'CENTERLINE OF THE HIGHWAY, 65.5 FEET NORTHWEST OF THE NORTHWEST
 DD0312'CORNER OF A SMALL WHITE SHINGLE BUNGALOW, ACROSS THE HIGHWAY
 DD0312'FROM A YELLOW FRAME BUNGALOW, 40.5 FEET EAST OF THE SOUTHWEST
 DD0312'CORNER OF A CONCRETE CULVERT, IN THE WEST SIDE OF A 12-INCH
 DD0312'POPLAR TREE, WITNESSED BY A WOODEN ARROW, AND ABOUT 1 FOOT HIGHER
 DD0312'THAN THE GRADE.  A NAIL.
 DD0312
 DD0312                          STATION RECOVERY (1974)
 DD0312
 DD0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DD0312'MARK NOT FOUND.
 DD0312
 DD0312                          STATION RECOVERY (2004)
 DD0312
 DD0312'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1827 ***********************************************************************
 AB1827  DESIGNATION -  24 001
 AB1827  PID         -  AB1827
 AB1827  STATE/COUNTY-  SC/GREENWOOD
 AB1827  USGS QUAD   -  MC CORMICK (1986)
 AB1827
 AB1827                         *CURRENT SURVEY CONTROL
 AB1827  ___________________________________________________________________
 AB1827* NAD 83(1986)-  33 58 46.     (N)    082 18 04.     (W)     SCALED    
 AB1827* NAVD 88     -       158.762  (meters)     520.87   (feet)  ADJUSTED  
 AB1827  ___________________________________________________________________
 AB1827  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AB1827  DYNAMIC HT  -         158.601 (meters)     520.34  (feet)  COMP
 AB1827  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 AB1827
 AB1827  VERT ORDER  -  FIRST     CLASS II
 AB1827
 AB1827.The horizontal coordinates were scaled from a topographic map and have
 AB1827.an estimated accuracy of +/- 6 seconds.
 AB1827
 AB1827.The orthometric height was determined by differential leveling
 AB1827.and adjusted by the National Geodetic Survey in September 1998..
 AB1827
 AB1827.The geoid height was determined by GEOID03.
 AB1827
 AB1827.The dynamic height is computed by dividing the NAVD 88
 AB1827.geopotential number by the normal gravity value computed on the
 AB1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1827.degrees latitude (g = 980.6199 gals.).
 AB1827
 AB1827.The modeled gravity was interpolated from observed gravity values.
 AB1827
 AB1827;                    North         East    Units  Estimated Accuracy
 AB1827;SPC SC       -   238,750.      489,390.      MT  (+/- 180 meters Scaled)
 AB1827
 AB1827                          SUPERSEDED SURVEY CONTROL
 AB1827
 AB1827.No superseded survey control is available for this station.
 AB1827
 AB1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT798606(NAD 83)
 AB1827_MARKER: DD = SURVEY DISK
 AB1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1827_STAMPING: 24 001 1994
 AB1827_MARK LOGO: SCGS  
 AB1827_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1827+STABILITY: SURFACE MOTION
 AB1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1827+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1827
 AB1827  HISTORY     - Date     Condition        Report By
 AB1827  HISTORY     - 1994     MONUMENTED       SCGS
 AB1827  HISTORY     - 20000621 GOOD             USPSQD
 AB1827  HISTORY     - 20010331 GOOD             NGS
 AB1827
 AB1827                          STATION DESCRIPTION
 AB1827
 AB1827'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1827'STATION IS LOCATED 4.7 MILES (7.6 KM) NORTH NORTHWEST OF MCCORMICK.
 AB1827'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1827'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1827'FORK JUNCTION OF STATE HIGHWAYS 10 AND 28, 1.7 MILES (2.7 KM) WEST
 AB1827'NORTHWEST OF MCCORMICK, GO NORTH NORTHWEST ON HIGHWAY 10 FOR 3.5 MILES
 AB1827'(5.6 KM) TO THE MCCORMICK/GREENWOOD COUNTY LINE, CONTINUE ON HIGHWAY
 AB1827'10 FOR 0.55 MILE (0.89 KM) TO THE STATION NEAR A POWER POLE IN THE
 AB1827'NORTHEAST ANGLE OF A GRAVEL DRIVEWAY RIGHT LEADING TO A TWO-STORY
 AB1827'VINYL-SIDED HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1827'AND LEVEL WITH THE HIGHWAY, 29.9 FEET (9.1 M) EAST SOUTHEAST OF THE
 AB1827'CENTER OF THE HIGHWAY, 6.3 FEET (1.9 M) EAST OF THE NORTH END OF A
 AB1827'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 3.2 FEET (1.0 M)
 AB1827'WEST OF THE POWER POLE NUMBER 63792 WITH A TRANSFORMER AND A GUY WIRE,
 AB1827'14.4 FEET (4.4 M) NORTHEAST OF THE CENTER OF THE DRIVEWAY, 77.1 FEET
 AB1827'(23.5 M) SOUTHEAST OF THE EAST RAIL OF A SET OF RAILROAD TRACKS ACROSS
 AB1827'THE HIGHWAY, 3.2 FEET (1.0 M) SOUTH OF A WITNESS POST.  DESCRIBED BY
 AB1827'R.W.  ROBERTS.
 AB1827
 AB1827                          STATION RECOVERY (2000)
 AB1827
 AB1827'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1827'RECOVERED IN GOOD CONDITION.
 AB1827
 AB1827                          STATION RECOVERY (2001)
 AB1827
 AB1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1827'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1828 ***********************************************************************
 AB1828  DESIGNATION -  24 002
 AB1828  PID         -  AB1828
 AB1828  STATE/COUNTY-  SC/GREENWOOD
 AB1828  USGS QUAD   -  MC CORMICK (1986)
 AB1828
 AB1828                         *CURRENT SURVEY CONTROL
 AB1828  ___________________________________________________________________
 AB1828* NAD 83(1986)-  33 58 58.     (N)    082 17 30.     (W)     SCALED    
 AB1828* NAVD 88     -       167.654  (meters)     550.04   (feet)  ADJUSTED  
 AB1828  ___________________________________________________________________
 AB1828  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AB1828  DYNAMIC HT  -         167.485 (meters)     549.49  (feet)  COMP
 AB1828  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 AB1828
 AB1828  VERT ORDER  -  FIRST     CLASS II
 AB1828
 AB1828.The horizontal coordinates were scaled from a topographic map and have
 AB1828.an estimated accuracy of +/- 6 seconds.
 AB1828
 AB1828.The orthometric height was determined by differential leveling
 AB1828.and adjusted by the National Geodetic Survey in September 1998..
 AB1828
 AB1828.The geoid height was determined by GEOID03.
 AB1828
 AB1828.The dynamic height is computed by dividing the NAVD 88
 AB1828.geopotential number by the normal gravity value computed on the
 AB1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1828.degrees latitude (g = 980.6199 gals.).
 AB1828
 AB1828.The modeled gravity was interpolated from observed gravity values.
 AB1828
 AB1828;                    North         East    Units  Estimated Accuracy
 AB1828;SPC SC       -   239,110.      490,270.      MT  (+/- 180 meters Scaled)
 AB1828
 AB1828                          SUPERSEDED SURVEY CONTROL
 AB1828
 AB1828.No superseded survey control is available for this station.
 AB1828
 AB1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT806609(NAD 83)
 AB1828_MARKER: DD = SURVEY DISK
 AB1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1828_STAMPING: 24 002 1994
 AB1828_MARK LOGO: SCGS  
 AB1828_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1828+STABILITY: SURFACE MOTION
 AB1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1828+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 AB1828
 AB1828  HISTORY     - Date     Condition        Report By
 AB1828  HISTORY     - 1994     MONUMENTED       SCGS
 AB1828  HISTORY     - 20000621 GOOD             USPSQD
 AB1828  HISTORY     - 20010331 GOOD             NGS
 AB1828
 AB1828                          STATION DESCRIPTION
 AB1828
 AB1828'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1828'STATION IS LOCATED 4.9 MILES (7.9 KM) NORTH OF MCCORMICK.
 AB1828'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1828'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1828'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY)
 AB1828', 2.2 MILES (3.5 KM) SOUTHWEST OF BRADLEY, GO SOUTHWEST ON HIGHWAY 10
 AB1828'FOR 3.45 MILES (5.55 KM) TO THE JUNCTION OF STATE ROAD 24 (MAIN
 AB1828'STREET) IN TROY, TURN LEFT ON ROAD 24 FOR 0.1 MILE (0.2 KM) TO THE
 AB1828'JUNCTION OF STATE ROAD 141 (PAT WALSH STREET) , TURN RIGHT ON ROAD 141
 AB1828'FOR 0.05 MILE (0.08 KM) TO A SHARP CURVE LEFT (ROAD CHANGES TO DENDY
 AB1828'STREET) , CONTINUE ON ROAD 141 FOR 0.4 MILE (0.6 KM) TO THE STATION
 AB1828'NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A GRASSY DRIVEWAY LEADING
 AB1828'TO A BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1828'AND 1.0 FOOT (0.3 M) BELOW THE ROAD, 24.0 FEET (7.3 M) WEST OF THE
 AB1828'CENTER OF THE ROAD, 4.3 FEET (1.3 M) SOUTHEAST OF THE POWER POLE
 AB1828'NUMBER 267404 WITH FOUR GUY WIRES, 42.2 FEET (12.9 M) SOUTH OF THE
 AB1828'SOUTH END OF A 1.0 FOOT (0.3 M) CONCRETE PIPE CULVERT BENEATH THE
 AB1828'DRIVEWAY LEADING TO THE BRICK HOUSE, 138.7 FEET (42.3 M) EAST
 AB1828'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE, 5.4 FEET (1.6 M)
 AB1828'SOUTHWEST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1828
 AB1828                          STATION RECOVERY (2000)
 AB1828
 AB1828'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1828'RECOVERED IN GOOD CONDITION.
 AB1828
 AB1828                          STATION RECOVERY (2001)
 AB1828
 AB1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1828'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1829 ***********************************************************************
 AB1829  DESIGNATION -  24 003
 AB1829  PID         -  AB1829
 AB1829  STATE/COUNTY-  SC/GREENWOOD
 AB1829  USGS QUAD   -  MC CORMICK (1986)
 AB1829
 AB1829                         *CURRENT SURVEY CONTROL
 AB1829  ___________________________________________________________________
 AB1829* NAD 83(1986)-  33 59 24.     (N)    082 17 21.     (W)     SCALED    
 AB1829* NAVD 88     -       152.673  (meters)     500.89   (feet)  ADJUSTED  
 AB1829  ___________________________________________________________________
 AB1829  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AB1829  DYNAMIC HT  -         152.519 (meters)     500.39  (feet)  COMP
 AB1829  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 AB1829
 AB1829  VERT ORDER  -  FIRST     CLASS II
 AB1829
 AB1829.The horizontal coordinates were scaled from a topographic map and have
 AB1829.an estimated accuracy of +/- 6 seconds.
 AB1829
 AB1829.The orthometric height was determined by differential leveling
 AB1829.and adjusted by the National Geodetic Survey in September 1998..
 AB1829
 AB1829.The geoid height was determined by GEOID03.
 AB1829
 AB1829.The dynamic height is computed by dividing the NAVD 88
 AB1829.geopotential number by the normal gravity value computed on the
 AB1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1829.degrees latitude (g = 980.6199 gals.).
 AB1829
 AB1829.The modeled gravity was interpolated from observed gravity values.
 AB1829
 AB1829;                    North         East    Units  Estimated Accuracy
 AB1829;SPC SC       -   239,910.      490,510.      MT  (+/- 180 meters Scaled)
 AB1829
 AB1829                          SUPERSEDED SURVEY CONTROL
 AB1829
 AB1829.No superseded survey control is available for this station.
 AB1829
 AB1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT809617(NAD 83)
 AB1829_MARKER: DD = SURVEY DISK
 AB1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1829_STAMPING: 24 003 1994
 AB1829_MARK LOGO: SCGS  
 AB1829_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1829+STABILITY: SURFACE MOTION
 AB1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1829+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1829
 AB1829  HISTORY     - Date     Condition        Report By
 AB1829  HISTORY     - 1994     MONUMENTED       SCGS
 AB1829  HISTORY     - 20000621 GOOD             USPSQD
 AB1829  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AB1829
 AB1829                          STATION DESCRIPTION
 AB1829
 AB1829'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1829'STATION IS LOCATED 5.4 MILES (8.7 KM) NORTH OF MCCORMICK.
 AB1829'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1829'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1829'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY)
 AB1829', 2.2 MILES (3.5 KM) SOUTHWEST OF BRADLEY, GO SOUTHWEST ON HIGHWAY 10
 AB1829'FOR 3.05 MILES (4.91 KM) TO THE JUNCTION OF STATE ROAD 694, TURN RIGHT
 AB1829'ON ROAD 694 FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A RAILROAD
 AB1829'CROSSING SIGN POST IN THE EAST ANGLE OF THE RAILROAD CROSSING.
 AB1829'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 AB1829'BELOW THE ROAD AT THE CROSSING, 157.9 FEET (48.1 M) SOUTH SOUTHWEST OF
 AB1829'THE SOUTH CORNER OF A VINYL-SIDED AND BRICK CHURCH (NCW CHINA CHURCH)
 AB1829', 4.7 FEET (1.4 M) EAST SOUTHEAST OF THE RAILROAD CROSSING SIGN POST
 AB1829'WITH A SCGS REFERENCE WASHER ATTACHED, 18.5 FEET (5.6 M) SOUTHEAST OF
 AB1829'THE SOUTHEAST RAIL OF THE TRACKS, 161.6 FEET (49.3 M) NORTH NORTHWEST
 AB1829'OF THE CENTER OF HIGHWAY 10, 20.7 FEET (6.3 M) NORTHEAST OF THE CENTER
 AB1829'OF THE ROAD, 5.8 FEET (1.8 M) EAST NORTHEAST OF A WITNESS POST.
 AB1829'DESCRIBED BY R.W.  ROBERTS.
 AB1829
 AB1829                          STATION RECOVERY (2000)
 AB1829
 AB1829'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1829'RECOVERED IN GOOD CONDITION.
 AB1829
 AB1829                          STATION RECOVERY (2001)
 AB1829
 AB1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1829'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1830 ***********************************************************************
 AB1830  DESIGNATION -  24 004
 AB1830  PID         -  AB1830
 AB1830  STATE/COUNTY-  SC/GREENWOOD
 AB1830  USGS QUAD   -  MC CORMICK (1986)
 AB1830
 AB1830                         *CURRENT SURVEY CONTROL
 AB1830  ___________________________________________________________________
 AB1830* NAD 83(1986)-  33 59 47.     (N)    082 16 46.     (W)     SCALED    
 AB1830* NAVD 88     -       160.712  (meters)     527.27   (feet)  ADJUSTED  
 AB1830  ___________________________________________________________________
 AB1830  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AB1830  DYNAMIC HT  -         160.550 (meters)     526.74  (feet)  COMP
 AB1830  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 AB1830
 AB1830  VERT ORDER  -  FIRST     CLASS II
 AB1830
 AB1830.The horizontal coordinates were scaled from a topographic map and have
 AB1830.an estimated accuracy of +/- 6 seconds.
 AB1830
 AB1830.The orthometric height was determined by differential leveling
 AB1830.and adjusted by the National Geodetic Survey in September 1998..
 AB1830
 AB1830.The geoid height was determined by GEOID03.
 AB1830
 AB1830.The dynamic height is computed by dividing the NAVD 88
 AB1830.geopotential number by the normal gravity value computed on the
 AB1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1830.degrees latitude (g = 980.6199 gals.).
 AB1830
 AB1830.The modeled gravity was interpolated from observed gravity values.
 AB1830
 AB1830;                    North         East    Units  Estimated Accuracy
 AB1830;SPC SC       -   240,610.      491,420.      MT  (+/- 180 meters Scaled)
 AB1830
 AB1830                          SUPERSEDED SURVEY CONTROL
 AB1830
 AB1830.No superseded survey control is available for this station.
 AB1830
 AB1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT818624(NAD 83)
 AB1830_MARKER: DD = SURVEY DISK
 AB1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1830_STAMPING: 24 004 1994
 AB1830_MARK LOGO: SCGS  
 AB1830_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1830+STABILITY: SURFACE MOTION
 AB1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1830+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1830
 AB1830  HISTORY     - Date     Condition        Report By
 AB1830  HISTORY     - 1994     MONUMENTED       SCGS
 AB1830  HISTORY     - 20000621 GOOD             USPSQD
 AB1830  HISTORY     - 20000626 GOOD             USPSQD
 AB1830  HISTORY     - 20010331 GOOD             NGS
 AB1830
 AB1830                          STATION DESCRIPTION
 AB1830
 AB1830'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1830'STATION IS LOCATED 5.8 MILES (9.3 KM) NORTH OF MCCORMICK.
 AB1830'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1830'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1830'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY)
 AB1830', 2.2 MILES (3.5 KM) SOUTHWEST OF BRADLEY, GO SOUTHWEST ON HIGHWAY 10
 AB1830'FOR 2.3 MILES (3.7 KM) TO THE STATION NEAR A GROUP OF PINES IN THE
 AB1830'SOUTHEAST ANGLE OF THE EAST NORTHEAST CIRCULAR DRIVE LEADING TO THE
 AB1830'CINDER BLOCK MEETING HALL FOR THE WOODMEN OF THE WORLD.  STATION IS A
 AB1830'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 130.9
 AB1830'FEET (39.9 M) WEST SOUTHWEST OF A POWER POLE NUMBER 16 WITH A GUY WIRE
 AB1830'AND A TELEPHONE JUNCTION BOX RP/1/20 ATTACHED, 39.3 FEET (12.0 M)
 AB1830'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 27.4 FEET (8.4 M) EAST
 AB1830'OF THE CENTER OF THE EAST NORTHEAST DRIVEWAY TO THE MEETING HALL, 24.7
 AB1830'FEET (7.5 M) SOUTH SOUTHWEST OF THE WEST SOUTHWEST END OF A 1.2-FOOT
 AB1830'STEEL PIPE CULVERT BENEATH A DRIVEWAY LEADING TO A CINDER BLOCK HOUSE,
 AB1830'185.8 FEET (56.6 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE
 AB1830'MEETING HALL, 112.5 FEET (34.3 M) SOUTH SOUTHWEST OF A POWER POLE WITH
 AB1830'A TRANSFORMER AND A GUY WIRE, 3.0 FEET (0.9 M) NORTH NORTHWEST OF A
 AB1830'WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1830
 AB1830                          STATION RECOVERY (2000)
 AB1830
 AB1830'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1830'RECOVERED IN GOOD CONDITION.
 AB1830
 AB1830                          STATION RECOVERY (2000)
 AB1830
 AB1830'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1830'RECOVERED IN GOOD CONDITION.
 AB1830
 AB1830                          STATION RECOVERY (2001)
 AB1830
 AB1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1830'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1831 ***********************************************************************
 AB1831  DESIGNATION -  24 005
 AB1831  PID         -  AB1831
 AB1831  STATE/COUNTY-  SC/GREENWOOD
 AB1831  USGS QUAD   -  VERDERY (1948)
 AB1831
 AB1831                         *CURRENT SURVEY CONTROL
 AB1831  ___________________________________________________________________
 AB1831* NAD 83(1986)-  34 01 16.     (N)    082 15 57.     (W)     SCALED    
 AB1831* NAVD 88     -       170.684  (meters)     559.99   (feet)  ADJUSTED  
 AB1831  ___________________________________________________________________
 AB1831  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AB1831  DYNAMIC HT  -         170.513 (meters)     559.42  (feet)  COMP
 AB1831  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 AB1831
 AB1831  VERT ORDER  -  FIRST     CLASS II
 AB1831
 AB1831.The horizontal coordinates were scaled from a topographic map and have
 AB1831.an estimated accuracy of +/- 6 seconds.
 AB1831
 AB1831.The orthometric height was determined by differential leveling
 AB1831.and adjusted by the National Geodetic Survey in September 1998..
 AB1831
 AB1831.The geoid height was determined by GEOID03.
 AB1831
 AB1831.The dynamic height is computed by dividing the NAVD 88
 AB1831.geopotential number by the normal gravity value computed on the
 AB1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1831.degrees latitude (g = 980.6199 gals.).
 AB1831
 AB1831.The modeled gravity was interpolated from observed gravity values.
 AB1831
 AB1831;                    North         East    Units  Estimated Accuracy
 AB1831;SPC SC       -   243,330.      492,710.      MT  (+/- 180 meters Scaled)
 AB1831
 AB1831                          SUPERSEDED SURVEY CONTROL
 AB1831
 AB1831.No superseded survey control is available for this station.
 AB1831
 AB1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT831652(NAD 83)
 AB1831_MARKER: DD = SURVEY DISK
 AB1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1831_STAMPING: 24 005 1994
 AB1831_MARK LOGO: SCGS  
 AB1831_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1831+STABILITY: SURFACE MOTION
 AB1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1831+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AB1831
 AB1831  HISTORY     - Date     Condition        Report By
 AB1831  HISTORY     - 1994     MONUMENTED       SCGS
 AB1831  HISTORY     - 20000626 GOOD             USPSQD
 AB1831  HISTORY     - 20010331 GOOD             NGS
 AB1831  HISTORY     - 20051214 GOOD             NEWBY
 AB1831
 AB1831                          STATION DESCRIPTION
 AB1831
 AB1831'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1831'STATION IS LOCATED 7.7 MILES (12.4 KM) NORTHEAST OF MCCORMICK.
 AB1831'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1831'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1831'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY)
 AB1831', 2.2 MILES (3.5 KM) SOUTHWEST OF BRADLEY, GO SOUTHWEST ON HIGHWAY 10
 AB1831'FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE ROAD 739 (ENTRANCE TO
 AB1831'THE HOREB BAPTIST CHURCH) , TURN RIGHT ON ROAD 739 FOR 0.1 MILE (0.2
 AB1831'KM) CROSSING RAILROAD TRACKS TO THE STATION ON THE LEFT NEAR A POWER
 AB1831'POLE IN FRONT OF THE HOREB BAPTIST CHURCH.  STATION IS A CONCRETE POST
 AB1831'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 30.5 FEET
 AB1831'(9.3 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 92.5 FEET (28.2 M)
 AB1831'SOUTHEAST OF THE SOUTH CORNER OF THE VINYL-SIDED CHURCH BUILDING, 5.6
 AB1831'FEET (1.7 M) NORTHWEST OF THE POWER POLE WITH A GUY WIRE, 17.7 FEET
 AB1831'(5.4 M) SOUTHEAST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE
 AB1831'CULVERT BENEATH ROAD 739, 6.0 FEET (1.8 M) NORTHWEST OF A WITNESS
 AB1831'POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1831
 AB1831                          STATION RECOVERY (2000)
 AB1831
 AB1831'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1831'RECOVERED IN GOOD CONDITION.
 AB1831
 AB1831                          STATION RECOVERY (2001)
 AB1831
 AB1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1831'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AB1831
 AB1831                          STATION RECOVERY (2005)
 AB1831
 AB1831'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 AB1831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1832 ***********************************************************************
 AB1832  DESIGNATION -  24 006
 AB1832  PID         -  AB1832
 AB1832  STATE/COUNTY-  SC/GREENWOOD
 AB1832  USGS QUAD   -  VERDERY (1948)
 AB1832
 AB1832                         *CURRENT SURVEY CONTROL
 AB1832  ___________________________________________________________________
 AB1832* NAD 83(1986)-  34 01 43.     (N)    082 15 30.     (W)     SCALED    
 AB1832* NAVD 88     -       176.113  (meters)     577.80   (feet)  ADJUSTED  
 AB1832  ___________________________________________________________________
 AB1832  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 AB1832  DYNAMIC HT  -         175.937 (meters)     577.22  (feet)  COMP
 AB1832  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 AB1832
 AB1832  VERT ORDER  -  FIRST     CLASS II
 AB1832
 AB1832.The horizontal coordinates were scaled from a topographic map and have
 AB1832.an estimated accuracy of +/- 6 seconds.
 AB1832
 AB1832.The orthometric height was determined by differential leveling
 AB1832.and adjusted by the National Geodetic Survey in September 1998..
 AB1832
 AB1832.The geoid height was determined by GEOID03.
 AB1832
 AB1832.The dynamic height is computed by dividing the NAVD 88
 AB1832.geopotential number by the normal gravity value computed on the
 AB1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1832.degrees latitude (g = 980.6199 gals.).
 AB1832
 AB1832.The modeled gravity was interpolated from observed gravity values.
 AB1832
 AB1832;                    North         East    Units  Estimated Accuracy
 AB1832;SPC SC       -   244,160.      493,410.      MT  (+/- 180 meters Scaled)
 AB1832
 AB1832                          SUPERSEDED SURVEY CONTROL
 AB1832
 AB1832.No superseded survey control is available for this station.
 AB1832
 AB1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT838660(NAD 83)
 AB1832_MARKER: DD = SURVEY DISK
 AB1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1832_STAMPING: 24 006 1994
 AB1832_MARK LOGO: SCGS  
 AB1832_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1832+STABILITY: SURFACE MOTION
 AB1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1832+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1832
 AB1832  HISTORY     - Date     Condition        Report By
 AB1832  HISTORY     - 1994     MONUMENTED       SCGS
 AB1832  HISTORY     - 20000626 GOOD             USPSQD
 AB1832  HISTORY     - 20010331 GOOD             NGS
 AB1832
 AB1832                          STATION DESCRIPTION
 AB1832
 AB1832'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1832'STATION IS LOCATED 8.7 MILES (14.0 KM) NORTHEAST OF MCCORMICK.
 AB1832'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1832'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1832'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY)
 AB1832', 2.2 MILES (3.5 KM) SOUTHWEST OF BRADLEY, GO NORTHEAST ON HIGHWAYS 10
 AB1832'AND 221 FOR 0.3 MILE (0.5 KM) TO THE STATION NEAR A POWER POLE IN THE
 AB1832'NORTH ANGLE OF THE JUNCTION OF STATE ROAD 112 (CEDAR SPRING ROAD LEFT
 AB1832'AND MILLWAY ROAD RIGHT) .  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1832'GROUND AND LEVEL WITH THE ROAD, 69.5 FEET (21.2 M) NORTH NORTHWEST OF
 AB1832'THE NORTH END OF A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 112,
 AB1832'71.8 FEET (21.9 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 64.1
 AB1832'FEET (19.5 M) NORTHEAST OF THE CENTER OF THE ROAD, 5.0 FEET (1.5 M)
 AB1832'NORTH NORTHEAST OF THE POWER POLE WITH AN ELECTRIC METER AND A GUY
 AB1832'WIRE, 18.5 FEET (5.6 M) WEST NORTHWEST OF THE WEST RAIL OF A SET OF
 AB1832'RAILROAD TRACKS, 20.7 FEET (6.3 M) NORTH OF THE NORTHEAST CORNER OF A
 AB1832'STEEL RAILROAD WARNING LIGHT CONTROL BOX, 6.9 FEET (2.1 M) NORTH
 AB1832'NORTHWEST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1832
 AB1832                          STATION RECOVERY (2000)
 AB1832
 AB1832'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1832'RECOVERED IN GOOD CONDITION.
 AB1832
 AB1832                          STATION RECOVERY (2001)
 AB1832
 AB1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1832'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1833 ***********************************************************************
 AB1833  DESIGNATION -  24 007
 AB1833  PID         -  AB1833
 AB1833  STATE/COUNTY-  SC/GREENWOOD
 AB1833  USGS QUAD   -  BRADLEY (1978)
 AB1833
 AB1833                         *CURRENT SURVEY CONTROL
 AB1833  ___________________________________________________________________
 AB1833* NAD 83(1986)-  34 02 42.     (N)    082 14 13.     (W)     SCALED    
 AB1833* NAVD 88     -       156.727  (meters)     514.20   (feet)  ADJUSTED  
 AB1833  ___________________________________________________________________
 AB1833  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 AB1833  DYNAMIC HT  -         156.570 (meters)     513.68  (feet)  COMP
 AB1833  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 AB1833
 AB1833  VERT ORDER  -  FIRST     CLASS II
 AB1833
 AB1833.The horizontal coordinates were scaled from a topographic map and have
 AB1833.an estimated accuracy of +/- 6 seconds.
 AB1833
 AB1833.The orthometric height was determined by differential leveling
 AB1833.and adjusted by the National Geodetic Survey in September 1998..
 AB1833
 AB1833.The geoid height was determined by GEOID03.
 AB1833
 AB1833.The dynamic height is computed by dividing the NAVD 88
 AB1833.geopotential number by the normal gravity value computed on the
 AB1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1833.degrees latitude (g = 980.6199 gals.).
 AB1833
 AB1833.The modeled gravity was interpolated from observed gravity values.
 AB1833
 AB1833;                    North         East    Units  Estimated Accuracy
 AB1833;SPC SC       -   245,950.      495,410.      MT  (+/- 180 meters Scaled)
 AB1833
 AB1833                          SUPERSEDED SURVEY CONTROL
 AB1833
 AB1833.No superseded survey control is available for this station.
 AB1833
 AB1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT858678(NAD 83)
 AB1833_MARKER: DD = SURVEY DISK
 AB1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1833_STAMPING: 24 007 1994
 AB1833_MARK LOGO: SCGS  
 AB1833_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1833+STABILITY: SURFACE MOTION
 AB1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1833+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1833
 AB1833  HISTORY     - Date     Condition        Report By
 AB1833  HISTORY     - 1994     MONUMENTED       SCGS
 AB1833  HISTORY     - 20000626 GOOD             USPSQD
 AB1833  HISTORY     - 20010331 GOOD             NGS
 AB1833  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AB1833
 AB1833                          STATION DESCRIPTION
 AB1833
 AB1833'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1833'STATION IS LOCATED 9.7 MILES (15.6 KM) NORTHEAST OF MCCORMICK, 11.0
 AB1833'MILES (17.7 KM) SOUTHWEST OF GREENWOOD.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1833'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1833'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1833'221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY) IN BRADLEY, GO SOUTHWEST
 AB1833'ON HIGHWAYS 221 AND 10 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE
 AB1833'ROAD 48 (CALLISON ROAD) , TURN LEFT ON ROAD 48 FOR 0.25 MILE (0.40 KM)
 AB1833'TO THE JUNCTION OF STATE ROAD 77 (GRIFFIN STREET) , CONTINUE ON ROAD
 AB1833'48 FOR 0.25 MILE (0.40 KM) TO THE STATION NEAR A DILAPIDATED WIRE
 AB1833'FENCE IN THE EAST ANGLE OF A GATED GRASSY FIELD ACCESS ROAD LEADING
 AB1833'EAST NORTHEAST.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1833'LEVEL WITH ROAD 48, 21.5 FEET (6.6 M) NORTH NORTHEAST OF THE CENTER OF
 AB1833'ROAD 48, 4.8 FEET (1.5 M) SOUTH SOUTHWEST OF THE SOUTHEAST GATE POST
 AB1833'WITH A SCGS REFERENCE WASHER ATTACHED, 4.7 FEET (1.4 M) NORTHEAST OF
 AB1833'THE SOUTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE
 AB1833'ACCESS ROAD, 25.0 FEET (7.6 M) SOUTH SOUTHEAST OF A POWER POLE WITH A
 AB1833'SCGS REFERENCE WASHER ATTACHED, 3.8 FEET (1.2 M) SOUTH SOUTHWEST OF A
 AB1833'WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1833
 AB1833                          STATION RECOVERY (2000)
 AB1833
 AB1833'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1833'RECOVERED IN GOOD CONDITION.
 AB1833
 AB1833                          STATION RECOVERY (2001)
 AB1833
 AB1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1833'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AB1833
 AB1833                          STATION RECOVERY (2004)
 AB1833
 AB1833'RECOVERY NOTE BY US POWER SQUADRON 2004 (FRC)
 AB1833'OLD GATE DESTROYED. WITNESS POST MISSING. A NEW ROAD BED WITH GRAVEL
 AB1833'WITH METAL GATE REPLACING THE OLD GATE AND ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1834 ***********************************************************************
 AB1834  DESIGNATION -  24 008
 AB1834  PID         -  AB1834
 AB1834  STATE/COUNTY-  SC/GREENWOOD
 AB1834  USGS QUAD   -  VERDERY (1948)
 AB1834
 AB1834                         *CURRENT SURVEY CONTROL
 AB1834  ___________________________________________________________________
 AB1834* NAD 83(1986)-  34 04 23.     (N)    082 15 01.     (W)     SCALED    
 AB1834* NAVD 88     -       160.122  (meters)     525.33   (feet)  ADJUSTED  
 AB1834  ___________________________________________________________________
 AB1834  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 AB1834  DYNAMIC HT  -         159.962 (meters)     524.81  (feet)  COMP
 AB1834  MODELED GRAV-     979,633.0   (mgal)                       NAVD 88
 AB1834
 AB1834  VERT ORDER  -  FIRST     CLASS II
 AB1834
 AB1834.The horizontal coordinates were scaled from a topographic map and have
 AB1834.an estimated accuracy of +/- 6 seconds.
 AB1834
 AB1834.The orthometric height was determined by differential leveling
 AB1834.and adjusted by the National Geodetic Survey in September 1998..
 AB1834
 AB1834.The geoid height was determined by GEOID03.
 AB1834
 AB1834.The dynamic height is computed by dividing the NAVD 88
 AB1834.geopotential number by the normal gravity value computed on the
 AB1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1834.degrees latitude (g = 980.6199 gals.).
 AB1834
 AB1834.The modeled gravity was interpolated from observed gravity values.
 AB1834
 AB1834;                    North         East    Units  Estimated Accuracy
 AB1834;SPC SC       -   249,080.      494,220.      MT  (+/- 180 meters Scaled)
 AB1834
 AB1834                          SUPERSEDED SURVEY CONTROL
 AB1834
 AB1834.No superseded survey control is available for this station.
 AB1834
 AB1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT846709(NAD 83)
 AB1834_MARKER: DD = SURVEY DISK
 AB1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1834_STAMPING: 24 008 1994
 AB1834_MARK LOGO: SCGS  
 AB1834_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1834+STABILITY: SURFACE MOTION
 AB1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1834+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1834
 AB1834  HISTORY     - Date     Condition        Report By
 AB1834  HISTORY     - 1994     MONUMENTED       SCGS
 AB1834  HISTORY     - 20000628 GOOD             USPSQD
 AB1834  HISTORY     - 20010331 GOOD             NGS
 AB1834
 AB1834                          STATION DESCRIPTION
 AB1834
 AB1834'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1834'STATION IS LOCATED 9.5 MILES (15.3 KM) SOUTHWEST OF GREENWOOD.
 AB1834'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1834'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1834'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY)
 AB1834'IN BRADLEY, GO NORTH NORTHWEST ON HIGHWAY 10 FOR 0.8 MILE (1.3 KM) TO
 AB1834'THE JUNCTION OF STATE ROAD 416 (CEDAR GROVE ROAD) , CONTINUE ON
 AB1834'HIGHWAY 10 FOR 0.8 MILE (1.3 KM) TO THE STATION NEAR A FOREST LINE IN
 AB1834'THE SOUTHEAST ANGLE OF A GATED FOREST ACCESS ROAD, 0.65 MILE (1.05 KM)
 AB1834'SOUTH OF THE JUNCTION OF STATE ROAD 113 (CRESWELL ROAD) .  STATION IS
 AB1834'A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 AB1834'HIGHWAY, 5.9 FEET (1.8 M) SOUTHWEST OF THE SOUTH GATE POST WITH A SCGS
 AB1834'REFERENCE WASHER ATTACHED, 14.0 FEET (4.3 M) SOUTH OF THE CENTER OF
 AB1834'THE ACCESS ROAD, 32.0 FEET (9.8 M) EAST OF THE CENTER OF THE HIGHWAY,
 AB1834'27.6 FEET (8.4 M) SOUTH OF THE CENTER OF A 1.0-FOOT OAK TREE WITH A
 AB1834'SCGS REFERENCE WASHER ATTACHED, 27.6 FEET (8.4 M) EAST SOUTHEAST OF A
 AB1834'WOOD SIGN POST (NATIONAL FOREST PROPERTY BOUNDARY) , 5.4 FEET (1.6 M)
 AB1834'SOUTHWEST OF A WITNESS POST. DESCRIBED BY R.W.  ROBERTS.
 AB1834
 AB1834                          STATION RECOVERY (2000)
 AB1834
 AB1834'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1834'RECOVERED IN GOOD CONDITION.
 AB1834
 AB1834                          STATION RECOVERY (2001)
 AB1834
 AB1834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1834'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1835 ***********************************************************************
 AB1835  DESIGNATION -  24 009
 AB1835  PID         -  AB1835
 AB1835  STATE/COUNTY-  SC/GREENWOOD
 AB1835  USGS QUAD   -  VERDERY (1948)
 AB1835
 AB1835                         *CURRENT SURVEY CONTROL
 AB1835  ___________________________________________________________________
 AB1835* NAD 83(1986)-  34 05 13.     (N)    082 15 07.     (W)     SCALED    
 AB1835* NAVD 88     -       181.735  (meters)     596.24   (feet)  ADJUSTED  
 AB1835  ___________________________________________________________________
 AB1835  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 AB1835  DYNAMIC HT  -         181.554 (meters)     595.65  (feet)  COMP
 AB1835  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 AB1835
 AB1835  VERT ORDER  -  FIRST     CLASS II
 AB1835
 AB1835.The horizontal coordinates were scaled from a topographic map and have
 AB1835.an estimated accuracy of +/- 6 seconds.
 AB1835
 AB1835.The orthometric height was determined by differential leveling
 AB1835.and adjusted by the National Geodetic Survey in September 1998..
 AB1835
 AB1835.The geoid height was determined by GEOID03.
 AB1835
 AB1835.The dynamic height is computed by dividing the NAVD 88
 AB1835.geopotential number by the normal gravity value computed on the
 AB1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1835.degrees latitude (g = 980.6199 gals.).
 AB1835
 AB1835.The modeled gravity was interpolated from observed gravity values.
 AB1835
 AB1835;                    North         East    Units  Estimated Accuracy
 AB1835;SPC SC       -   250,620.      494,080.      MT  (+/- 180 meters Scaled)
 AB1835
 AB1835                          SUPERSEDED SURVEY CONTROL
 AB1835
 AB1835.No superseded survey control is available for this station.
 AB1835
 AB1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT845725(NAD 83)
 AB1835_MARKER: DD = SURVEY DISK
 AB1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1835_STAMPING: 24 009 1994
 AB1835_MARK LOGO: SCGS  
 AB1835_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1835+STABILITY: SURFACE MOTION
 AB1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1835+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1835
 AB1835  HISTORY     - Date     Condition        Report By
 AB1835  HISTORY     - 1994     MONUMENTED       SCGS
 AB1835  HISTORY     - 20000628 GOOD             USPSQD
 AB1835  HISTORY     - 20010331 GOOD             NGS
 AB1835
 AB1835                          STATION DESCRIPTION
 AB1835
 AB1835'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1835'STATION IS LOCATED 8.9 MILES (14.3 KM) SOUTHWEST OF GREENWOOD.
 AB1835'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1835'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1835'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY)
 AB1835'IN BRADLEY, GO NORTH NORTHWEST ON HIGHWAY 10 FOR 2.25 MILES (3.62 KM)
 AB1835'TO THE JUNCTION OF STATE ROAD 113 (CRESWELL ROAD) , CONTINUE ON
 AB1835'HIGHWAY 10 FOR 0.3 MILE (0.5 KM) TO A DIRT ROAD RIGHT (GOLDMINE ROAD)
 AB1835', CONTINUE ON HIGHWAY 10 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AB1835'LEFT NEAR A WOOD SIGN (SUMTER NATIONAL FOREST) . STATION IS A CONCRETE
 AB1835'POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M) ABOVE THE HIGHWAY,
 AB1835'35.2 FEET (10.7 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 170.9
 AB1835'FEET (52.1 M) NORTHWEST OF THE NORTHWEST RAIL OF A SET OF RAILROAD
 AB1835'TRACKS, 4.0 FEET (1.2 M) SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE
 AB1835'BASE FOR THE WOOD SIGN, 10.0 FEET (3.0 M) SOUTH SOUTHEAST OF THE WEST
 AB1835'CORNER OF THE BASE FOR THE SIGN, 138.4 FEET (42.2 M) NORTH NORTHEAST
 AB1835'OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED.  DESCRIBED BY
 AB1835'R.W.  ROBERTS.
 AB1835
 AB1835                          STATION RECOVERY (2000)
 AB1835
 AB1835'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1835'RECOVERED IN GOOD CONDITION.
 AB1835
 AB1835                          STATION RECOVERY (2001)
 AB1835
 AB1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1835'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1836 ***********************************************************************
 AB1836  DESIGNATION -  24 010
 AB1836  PID         -  AB1836
 AB1836  STATE/COUNTY-  SC/GREENWOOD
 AB1836  USGS QUAD   -  BRADLEY (1978)
 AB1836
 AB1836                         *CURRENT SURVEY CONTROL
 AB1836  ___________________________________________________________________
 AB1836* NAD 83(1986)-  34 06 11.     (N)    082 14 41.     (W)     SCALED    
 AB1836* NAVD 88     -       181.155  (meters)     594.34   (feet)  ADJUSTED  
 AB1836  ___________________________________________________________________
 AB1836  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AB1836  DYNAMIC HT  -         180.974 (meters)     593.75  (feet)  COMP
 AB1836  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 AB1836
 AB1836  VERT ORDER  -  FIRST     CLASS II
 AB1836
 AB1836.The horizontal coordinates were scaled from a topographic map and have
 AB1836.an estimated accuracy of +/- 6 seconds.
 AB1836
 AB1836.The orthometric height was determined by differential leveling
 AB1836.and adjusted by the National Geodetic Survey in September 1998..
 AB1836
 AB1836.The geoid height was determined by GEOID03.
 AB1836
 AB1836.The dynamic height is computed by dividing the NAVD 88
 AB1836.geopotential number by the normal gravity value computed on the
 AB1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1836.degrees latitude (g = 980.6199 gals.).
 AB1836
 AB1836.The modeled gravity was interpolated from observed gravity values.
 AB1836
 AB1836;                    North         East    Units  Estimated Accuracy
 AB1836;SPC SC       -   252,400.      494,770.      MT  (+/- 180 meters Scaled)
 AB1836
 AB1836                          SUPERSEDED SURVEY CONTROL
 AB1836
 AB1836.No superseded survey control is available for this station.
 AB1836
 AB1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT851742(NAD 83)
 AB1836_MARKER: DD = SURVEY DISK
 AB1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1836_STAMPING: 24 010 1994
 AB1836_MARK LOGO: SCGS  
 AB1836_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1836+STABILITY: SURFACE MOTION
 AB1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1836+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1836
 AB1836  HISTORY     - Date     Condition        Report By
 AB1836  HISTORY     - 1994     MONUMENTED       SCGS
 AB1836  HISTORY     - 20000628 GOOD             USPSQD
 AB1836  HISTORY     - 20010331 GOOD             NGS
 AB1836
 AB1836                          STATION DESCRIPTION
 AB1836
 AB1836'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1836'STATION IS LOCATED 7.8 MILES (12.6 KM) SOUTHWEST OF GREENWOOD.
 AB1836'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1836'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1836'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY)
 AB1836'IN BRADLEY, GO NORTH NORTHWEST ON HIGHWAY 10 FOR 3.8 MILES (6.1 KM) TO
 AB1836'THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A DIRT/PAVED
 AB1836'ROAD RIGHT (GREENWOOD MILLS ROAD) , 0.25 MILE (0.40 KM) SOUTH
 AB1836'SOUTHEAST OF THE JUNCTION OF STATE ROAD 456 (BRIARWOOD ROAD) . STATION
 AB1836'IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) BELOW
 AB1836'THE HIGHWAY, 54.0 FEET (16.5 M) EAST OF THE CENTER OF THE HIGHWAY, 4.4
 AB1836'FEET (1.3 M) SOUTH OF THE POWER POLE WITH A SCGS REFERENCE WASHER
 AB1836'ATTACHED AND TWO GUY WIRES, 129.4 FEET (39.4 M) WEST NORTHWEST OF THE
 AB1836'WEST RAIL OF A SET OF RAILROAD TRACKS, 21.6 FEET (6.6 M) NORTH OF THE
 AB1836'CENTER OF GREENWOOD MILLS ROAD, 22.7 FEET (6.9 M) EAST NORTHEAST OF A
 AB1836'WITNESS POST BESIDE A STOP/STREET SIGN. DESCRIBED BY R.W.  ROBERTS.
 AB1836
 AB1836                          STATION RECOVERY (2000)
 AB1836
 AB1836'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1836'RECOVERED IN GOOD CONDITION.
 AB1836
 AB1836                          STATION RECOVERY (2001)
 AB1836
 AB1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1836'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1837 ***********************************************************************
 AB1837  DESIGNATION -  24 011
 AB1837  PID         -  AB1837
 AB1837  STATE/COUNTY-  SC/GREENWOOD
 AB1837  USGS QUAD   -  BRADLEY (1978)
 AB1837
 AB1837                         *CURRENT SURVEY CONTROL
 AB1837  ___________________________________________________________________
 AB1837* NAD 83(1986)-  34 07 19.     (N)    082 14 50.     (W)     SCALED    
 AB1837* NAVD 88     -       181.976  (meters)     597.03   (feet)  ADJUSTED  
 AB1837  ___________________________________________________________________
 AB1837  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 AB1837  DYNAMIC HT  -         181.795 (meters)     596.44  (feet)  COMP
 AB1837  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 AB1837
 AB1837  VERT ORDER  -  FIRST     CLASS II
 AB1837
 AB1837.The horizontal coordinates were scaled from a topographic map and have
 AB1837.an estimated accuracy of +/- 6 seconds.
 AB1837
 AB1837.The orthometric height was determined by differential leveling
 AB1837.and adjusted by the National Geodetic Survey in September 1998..
 AB1837
 AB1837.The geoid height was determined by GEOID03.
 AB1837
 AB1837.The dynamic height is computed by dividing the NAVD 88
 AB1837.geopotential number by the normal gravity value computed on the
 AB1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1837.degrees latitude (g = 980.6199 gals.).
 AB1837
 AB1837.The modeled gravity was interpolated from observed gravity values.
 AB1837
 AB1837;                    North         East    Units  Estimated Accuracy
 AB1837;SPC SC       -   254,490.      494,560.      MT  (+/- 180 meters Scaled)
 AB1837
 AB1837                          SUPERSEDED SURVEY CONTROL
 AB1837
 AB1837.No superseded survey control is available for this station.
 AB1837
 AB1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT849763(NAD 83)
 AB1837_MARKER: DD = SURVEY DISK
 AB1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1837_STAMPING: 24 011 1994
 AB1837_MARK LOGO: SCGS  
 AB1837_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1837+STABILITY: SURFACE MOTION
 AB1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1837+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1837
 AB1837  HISTORY     - Date     Condition        Report By
 AB1837  HISTORY     - 1994     MONUMENTED       SCGS
 AB1837  HISTORY     - 20000628 GOOD             USPSQD
 AB1837  HISTORY     - 20010331 GOOD             NGS
 AB1837
 AB1837                          STATION DESCRIPTION
 AB1837
 AB1837'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1837'STATION IS LOCATED 6.9 MILES (11.1 KM) SOUTHWEST OF GREENWOOD.
 AB1837'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1837'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1837'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY)
 AB1837'IN BRADLEY, GO NORTH NORTHWEST ON HIGHWAY 10 FOR 5.15 MILES (8.29 KM)
 AB1837'TO THE STATION NEAR A WIRE FENCE LINE IN THE NORTH ANGLE OF A PAVED
 AB1837'ROAD LEFT (MUCKAWAY ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1837'GROUND AND LEVEL WITH THE HIGHWAY, 6.1 FEET (1.9 M) SOUTH SOUTHEAST OF
 AB1837'A FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 18.2 FEET (5.5 M)
 AB1837'WEST NORTHWEST OF A POWER POLE WITH ONE GUY WIRE, 59.0 FEET (18.0 M)
 AB1837'NORTHWEST OF THE CENTER OF THE HIGHWAY, 18.5 FEET (5.6 M) NORTH
 AB1837'NORTHEAST OF THE CENTER OF THE ROAD, 29.7 FEET (9.1 M) WEST NORTHWEST
 AB1837'OF A FIRE HYDRANT, 70.5 FEET (21.5 M) NORTH NORTHEAST OF THE EAST
 AB1837'CORNER OF AN OLD BRICK STORE, 2.8 FEET (0.9 M) SOUTH SOUTHWEST OF A
 AB1837'WITNESS POST IN THE FENCE LINE.  DESCRIBED BY R.W. ROBERTS.
 AB1837
 AB1837                          STATION RECOVERY (2000)
 AB1837
 AB1837'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1837'RECOVERED IN GOOD CONDITION.
 AB1837
 AB1837                          STATION RECOVERY (2001)
 AB1837
 AB1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1837'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1838 ***********************************************************************
 AB1838  DESIGNATION -  24 012
 AB1838  PID         -  AB1838
 AB1838  STATE/COUNTY-  SC/GREENWOOD
 AB1838  USGS QUAD   -  GREENWOOD (1978)
 AB1838
 AB1838                         *CURRENT SURVEY CONTROL
 AB1838  ___________________________________________________________________
 AB1838* NAD 83(1986)-  34 07 49.     (N)    082 14 27.     (W)     SCALED    
 AB1838* NAVD 88     -       191.016  (meters)     626.69   (feet)  ADJUSTED  
 AB1838  ___________________________________________________________________
 AB1838  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AB1838  DYNAMIC HT  -         190.826 (meters)     626.07  (feet)  COMP
 AB1838  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 AB1838
 AB1838  VERT ORDER  -  FIRST     CLASS II
 AB1838
 AB1838.The horizontal coordinates were scaled from a topographic map and have
 AB1838.an estimated accuracy of +/- 6 seconds.
 AB1838
 AB1838.The orthometric height was determined by differential leveling
 AB1838.and adjusted by the National Geodetic Survey in September 1998..
 AB1838
 AB1838.The geoid height was determined by GEOID03.
 AB1838
 AB1838.The dynamic height is computed by dividing the NAVD 88
 AB1838.geopotential number by the normal gravity value computed on the
 AB1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1838.degrees latitude (g = 980.6199 gals.).
 AB1838
 AB1838.The modeled gravity was interpolated from observed gravity values.
 AB1838
 AB1838;                    North         East    Units  Estimated Accuracy
 AB1838;SPC SC       -   255,410.      495,160.      MT  (+/- 180 meters Scaled)
 AB1838
 AB1838                          SUPERSEDED SURVEY CONTROL
 AB1838
 AB1838.No superseded survey control is available for this station.
 AB1838
 AB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT855772(NAD 83)
 AB1838_MARKER: DD = SURVEY DISK
 AB1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1838_STAMPING: 24 012 1994
 AB1838_MARK LOGO: SCGS  
 AB1838_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1838+STABILITY: SURFACE MOTION
 AB1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1838+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1838
 AB1838  HISTORY     - Date     Condition        Report By
 AB1838  HISTORY     - 1994     MONUMENTED       SCGS
 AB1838  HISTORY     - 20000628 GOOD             USPSQD
 AB1838  HISTORY     - 20010331 GOOD             NGS
 AB1838
 AB1838                          STATION DESCRIPTION
 AB1838
 AB1838'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1838'STATION IS LOCATED 6.1 MILES (9.8 KM) SOUTHWEST OF GREENWOOD.
 AB1838'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1838'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1838'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 10 (MCCORMICK HIGHWAY)
 AB1838'IN BRADLEY, GO NORTH NORTHWEST ON HIGHWAY 10 FOR 5.75 MILES (9.25 KM)
 AB1838'TO THE JUNCTION OF STATE ROAD 156 (WHITE HALL AND NEW ZION ROADS) ,
 AB1838'CONTINUE ON HIGHWAY 10 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AB1838'LEFT NEAR A POWER POLE IN FRONT OF THE CROSS ROADS BAPTIST CHURCH.
 AB1838'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FEET (1.1 M)
 AB1838'BELOW THE HIGHWAY, 34.2 FEET (10.4 M) NORTHWEST OF THE CENTER OF THE
 AB1838'HIGHWAY, 184.7 FEET (56.3 M) NORTHEAST OF THE CENTER OF THE ROAD,
 AB1838'112.8 FEET (34.4 M) EAST OF THE EAST CORNER OF THE FRONT PORCH OF THE
 AB1838'CHURCH, 134.1 FEET (40.9 M) NORTHEAST OF A FIRE HYDRANT, 9.5 FEET (2.9
 AB1838'M) SOUTH OF THE POWER POLE WITH A TRANSFORMER AND GUY WIRE, 21.0 FEET
 AB1838'(6.4 M) NORTH NORTHWEST OF A WITNESS POST BESIDE A CRIME WATCH SIGN.
 AB1838'DESCRIBED BY R.W.  ROBERTS.
 AB1838
 AB1838                          STATION RECOVERY (2000)
 AB1838
 AB1838'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1838'RECOVERED IN GOOD CONDITION.
 AB1838
 AB1838                          STATION RECOVERY (2001)
 AB1838
 AB1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1838'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1839 ***********************************************************************
 AB1839  DESIGNATION -  24 013
 AB1839  PID         -  AB1839
 AB1839  STATE/COUNTY-  SC/GREENWOOD
 AB1839  USGS QUAD   -  GREENWOOD (1978)
 AB1839
 AB1839                         *CURRENT SURVEY CONTROL
 AB1839  ___________________________________________________________________
 AB1839* NAD 83(1986)-  34 08 11.     (N)    082 14 01.     (W)     SCALED    
 AB1839* NAVD 88     -       184.574  (meters)     605.56   (feet)  ADJUSTED  
 AB1839  ___________________________________________________________________
 AB1839  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AB1839  DYNAMIC HT  -         184.390 (meters)     604.95  (feet)  COMP
 AB1839  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 AB1839
 AB1839  VERT ORDER  -  FIRST     CLASS II
 AB1839
 AB1839.The horizontal coordinates were scaled from a topographic map and have
 AB1839.an estimated accuracy of +/- 6 seconds.
 AB1839
 AB1839.The orthometric height was determined by differential leveling
 AB1839.and adjusted by the National Geodetic Survey in September 1998..
 AB1839
 AB1839.The geoid height was determined by GEOID03.
 AB1839
 AB1839.The dynamic height is computed by dividing the NAVD 88
 AB1839.geopotential number by the normal gravity value computed on the
 AB1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1839.degrees latitude (g = 980.6199 gals.).
 AB1839
 AB1839.The modeled gravity was interpolated from observed gravity values.
 AB1839
 AB1839;                    North         East    Units  Estimated Accuracy
 AB1839;SPC SC       -   256,080.      495,840.      MT  (+/- 180 meters Scaled)
 AB1839
 AB1839                          SUPERSEDED SURVEY CONTROL
 AB1839
 AB1839.No superseded survey control is available for this station.
 AB1839
 AB1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT862779(NAD 83)
 AB1839_MARKER: DD = SURVEY DISK
 AB1839_SETTING: 66 = SET IN ROCK OUTCROP
 AB1839_STAMPING: 24 013 1994
 AB1839_MARK LOGO: SCGS  
 AB1839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1839+STABILITY: POSITION/ELEVATION WELL
 AB1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1839+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1839
 AB1839  HISTORY     - Date     Condition        Report By
 AB1839  HISTORY     - 1994     MONUMENTED       SCGS
 AB1839  HISTORY     - 20000628 GOOD             USPSQD
 AB1839  HISTORY     - 20010331 GOOD             NGS
 AB1839
 AB1839                          STATION DESCRIPTION
 AB1839
 AB1839'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1839'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTHWEST OF GREENWOOD.
 AB1839'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1839'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1839'JUNCTION OF STATE HIGHWAYS 10 (MCCORMICK HIGHWAY) AND 225, 1.5 MILES
 AB1839'(2.4 KM) SOUTHWEST OF GREENWOOD, GO SOUTHWEST ON HIGHWAY 10 FOR 4.2
 AB1839'MILES (6.8 KM) TO THE FORK JUNCTION OF STATE ROAD 292 (MORTON ROAD)
 AB1839'AND THE STATION SET IN ROCK OUTCROP ON THE LEFT.  STATION IS A DRILL
 AB1839'MARK IN ROCK OUTCROP AND LEVEL WITH THE ROADS, 42.3 FEET (12.9 M) EAST
 AB1839'SOUTHEAST OF THE CENTER OF ROAD 292, 57.2 FEET (17.4 M) SOUTH
 AB1839'SOUTHEAST OF THE CENTER OF HIGHWAY 10, 57.6 FEET (17.6 M) SOUTH
 AB1839'SOUTHWEST OF A POWER POLE NUMBER 20.75, 109.0 FEET (33.2 M) EAST
 AB1839'SOUTHEAST OF A FIRE HYDRANT, 31.8 FEET (9.7 M) SOUTH OF A WITNESS POST
 AB1839'BESIDE A STOP SIGN POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1839
 AB1839                          STATION RECOVERY (2000)
 AB1839
 AB1839'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1839'RECOVERED IN GOOD CONDITION.
 AB1839
 AB1839                          STATION RECOVERY (2001)
 AB1839
 AB1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1839'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1840 ***********************************************************************
 AB1840  DESIGNATION -  24 014
 AB1840  PID         -  AB1840
 AB1840  STATE/COUNTY-  SC/GREENWOOD
 AB1840  USGS QUAD   -  GREENWOOD (1978)
 AB1840
 AB1840                         *CURRENT SURVEY CONTROL
 AB1840  ___________________________________________________________________
 AB1840* NAD 83(1986)-  34 08 39.     (N)    082 12 42.     (W)     SCALED    
 AB1840* NAVD 88     -       180.712  (meters)     592.89   (feet)  ADJUSTED  
 AB1840  ___________________________________________________________________
 AB1840  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AB1840  DYNAMIC HT  -         180.532 (meters)     592.30  (feet)  COMP
 AB1840  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 AB1840
 AB1840  VERT ORDER  -  FIRST     CLASS II
 AB1840
 AB1840.The horizontal coordinates were scaled from a topographic map and have
 AB1840.an estimated accuracy of +/- 6 seconds.
 AB1840
 AB1840.The orthometric height was determined by differential leveling
 AB1840.and adjusted by the National Geodetic Survey in September 1998..
 AB1840
 AB1840.The geoid height was determined by GEOID03.
 AB1840
 AB1840.The dynamic height is computed by dividing the NAVD 88
 AB1840.geopotential number by the normal gravity value computed on the
 AB1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1840.degrees latitude (g = 980.6199 gals.).
 AB1840
 AB1840.The modeled gravity was interpolated from observed gravity values.
 AB1840
 AB1840;                    North         East    Units  Estimated Accuracy
 AB1840;SPC SC       -   256,920.      497,870.      MT  (+/- 180 meters Scaled)
 AB1840
 AB1840                          SUPERSEDED SURVEY CONTROL
 AB1840
 AB1840.No superseded survey control is available for this station.
 AB1840
 AB1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT882788(NAD 83)
 AB1840_MARKER: DD = SURVEY DISK
 AB1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1840_STAMPING: 24 014 1994
 AB1840_MARK LOGO: SCGS  
 AB1840_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1840+STABILITY: SURFACE MOTION
 AB1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1840+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1840
 AB1840  HISTORY     - Date     Condition        Report By
 AB1840  HISTORY     - 1994     MONUMENTED       SCGS
 AB1840  HISTORY     - 20000628 GOOD             USPSQD
 AB1840  HISTORY     - 20010331 GOOD             NGS
 AB1840
 AB1840                          STATION DESCRIPTION
 AB1840
 AB1840'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1840'STATION IS LOCATED 4.3 MILES (6.9 KM) SOUTHWEST OF GREENWOOD.
 AB1840'OWNERSHIP--MICHAEL LEEDY, 318 SALAK ROAD, MCCORMICK, SC 29835.  TO
 AB1840'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 (MCCORMICK
 AB1840'HIGHWAY) AND 225, 1.5 MILES (2.4 KM) SOUTHWEST OF GREENWOOD, GO
 AB1840'SOUTHWEST ON HIGHWAY 10 FOR 3.1 MILES (5.0 KM) TO THE JUNCTION OF
 AB1840'STATE ROAD 164 (SALAK ROAD) , TURN LEFT ON ROAD 164 FOR 0.5 MILE (0.8
 AB1840'KM) TO THE STATION ON THE RIGHT NEAR THE NORTH CORNER OF A BRICK
 AB1840'HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 103.1 FEET
 AB1840'(31.4 M) SOUTHWEST OF THE CENTER OF THE ROAD, 75.9 FEET (23.1 M) SOUTH
 AB1840'OF A POWER POLE WITH A TRANSFORMER AND THREE GUY WIRES, 30.5 FEET (9.3
 AB1840'M) NORTH NORTHWEST OF THE NORTH CORNER OF THE NORTH BRICK PILLAR
 AB1840'SUPPORTING A COVERED CARPORT, 26.3 FEET (8.0 M) WEST NORTHWEST OF THE
 AB1840'CENTER OF THE GRAVEL DRIVEWAY.  DESCRIBED BY R.W.  ROBERTS.
 AB1840
 AB1840                          STATION RECOVERY (2000)
 AB1840
 AB1840'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1840'RECOVERED IN GOOD CONDITION.
 AB1840
 AB1840                          STATION RECOVERY (2001)
 AB1840
 AB1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1840'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1841 ***********************************************************************
 AB1841  DESIGNATION -  24 015
 AB1841  PID         -  AB1841
 AB1841  STATE/COUNTY-  SC/GREENWOOD
 AB1841  USGS QUAD   -  GREENWOOD (1978)
 AB1841
 AB1841                         *CURRENT SURVEY CONTROL
 AB1841  ___________________________________________________________________
 AB1841* NAD 83(1986)-  34 09 19.     (N)    082 12 36.     (W)     SCALED    
 AB1841* NAVD 88     -       192.944  (meters)     633.02   (feet)  ADJUSTED  
 AB1841  ___________________________________________________________________
 AB1841  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AB1841  DYNAMIC HT  -         192.751 (meters)     632.38  (feet)  COMP
 AB1841  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 AB1841
 AB1841  VERT ORDER  -  FIRST     CLASS II
 AB1841
 AB1841.The horizontal coordinates were scaled from a topographic map and have
 AB1841.an estimated accuracy of +/- 6 seconds.
 AB1841
 AB1841.The orthometric height was determined by differential leveling
 AB1841.and adjusted by the National Geodetic Survey in September 1998..
 AB1841
 AB1841.The geoid height was determined by GEOID03.
 AB1841
 AB1841.The dynamic height is computed by dividing the NAVD 88
 AB1841.geopotential number by the normal gravity value computed on the
 AB1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1841.degrees latitude (g = 980.6199 gals.).
 AB1841
 AB1841.The modeled gravity was interpolated from observed gravity values.
 AB1841
 AB1841;                    North         East    Units  Estimated Accuracy
 AB1841;SPC SC       -   258,150.      498,040.      MT  (+/- 180 meters Scaled)
 AB1841
 AB1841                          SUPERSEDED SURVEY CONTROL
 AB1841
 AB1841.No superseded survey control is available for this station.
 AB1841
 AB1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT884800(NAD 83)
 AB1841_MARKER: DD = SURVEY DISK
 AB1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1841_STAMPING: 24 015 1994
 AB1841_MARK LOGO: SCGS  
 AB1841_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1841+STABILITY: SURFACE MOTION
 AB1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1841+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1841
 AB1841  HISTORY     - Date     Condition        Report By
 AB1841  HISTORY     - 1994     MONUMENTED       SCGS
 AB1841  HISTORY     - 20000628 GOOD             USPSQD
 AB1841  HISTORY     - 20010331 GOOD             NGS
 AB1841
 AB1841                          STATION DESCRIPTION
 AB1841
 AB1841'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1841'STATION IS LOCATED 3.7 MILES (6.0 KM) SOUTHWEST OF GREENWOOD.
 AB1841'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1841'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1841'JUNCTION OF STATE HIGHWAYS 10 (MCCORMICK HIGHWAY) AND 225, 1.5 MILES
 AB1841'(2.4 KM) SOUTHWEST OF GREENWOOD, GO SOUTHWEST ON HIGHWAY 10 FOR 2.0
 AB1841'MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 495 (WOODLAWN ROAD) ,
 AB1841'CONTINUE ON HIGHWAY 10 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE
 AB1841'LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1841'GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 35.0 FEET (10.7 M) SOUTH
 AB1841'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.4 FEET (1.0 M) EAST
 AB1841'SOUTHEAST OF THE POWER POLE WITH TWO GUY WIRES, 143.4 FEET (43.7 M)
 AB1841'WEST SOUTHWEST OF THE WEST CORNER OF A BRICK CHURCH BUILDING (EMMANUEL
 AB1841'BAPTIST CHURCH) , 10.8 FEET (3.3 M) NORTH OF A WIRE FENCE CORNER POST
 AB1841'WITH A SCGS REFERENCE WASHER ATTACHED, 3.7 FEET (1.1 M) EAST SOUTHEAST
 AB1841'OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1841
 AB1841                          STATION RECOVERY (2000)
 AB1841
 AB1841'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1841'RECOVERED IN GOOD CONDITION.
 AB1841
 AB1841                          STATION RECOVERY (2001)
 AB1841
 AB1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1841'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1842 ***********************************************************************
 AB1842  DESIGNATION -  24 016
 AB1842  PID         -  AB1842
 AB1842  STATE/COUNTY-  SC/GREENWOOD
 AB1842  USGS QUAD   -  GREENWOOD (1978)
 AB1842
 AB1842                         *CURRENT SURVEY CONTROL
 AB1842  ___________________________________________________________________
 AB1842* NAD 83(1986)-  34 09 55.     (N)    082 12 07.     (W)     SCALED    
 AB1842* NAVD 88     -       191.921  (meters)     629.66   (feet)  ADJUSTED  
 AB1842  ___________________________________________________________________
 AB1842  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AB1842  DYNAMIC HT  -         191.729 (meters)     629.03  (feet)  COMP
 AB1842  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 AB1842
 AB1842  VERT ORDER  -  FIRST     CLASS II
 AB1842
 AB1842.The horizontal coordinates were scaled from a topographic map and have
 AB1842.an estimated accuracy of +/- 6 seconds.
 AB1842
 AB1842.The orthometric height was determined by differential leveling
 AB1842.and adjusted by the National Geodetic Survey in September 1998..
 AB1842
 AB1842.The geoid height was determined by GEOID03.
 AB1842
 AB1842.The dynamic height is computed by dividing the NAVD 88
 AB1842.geopotential number by the normal gravity value computed on the
 AB1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1842.degrees latitude (g = 980.6199 gals.).
 AB1842
 AB1842.The modeled gravity was interpolated from observed gravity values.
 AB1842
 AB1842;                    North         East    Units  Estimated Accuracy
 AB1842;SPC SC       -   259,250.      498,800.      MT  (+/- 180 meters Scaled)
 AB1842
 AB1842                          SUPERSEDED SURVEY CONTROL
 AB1842
 AB1842.No superseded survey control is available for this station.
 AB1842
 AB1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT892811(NAD 83)
 AB1842_MARKER: DD = SURVEY DISK
 AB1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1842_STAMPING: 24 016 1994
 AB1842_MARK LOGO: SCGS  
 AB1842_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1842+STABILITY: SURFACE MOTION
 AB1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1842+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1842
 AB1842  HISTORY     - Date     Condition        Report By
 AB1842  HISTORY     - 1994     MONUMENTED       SCGS
 AB1842  HISTORY     - 20000628 GOOD             USPSQD
 AB1842  HISTORY     - 20010331 GOOD             NGS
 AB1842
 AB1842                          STATION DESCRIPTION
 AB1842
 AB1842'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1842'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTHWEST OF GREENWOOD.
 AB1842'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1842'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1842'JUNCTION OF STATE HIGHWAYS 10 (MCCORMICK HIGHWAY) AND 225, 1.5 MILES
 AB1842'(2.4 KM) SOUTHWEST OF GREENWOOD, GO SOUTHWEST ON HIGHWAY 10 FOR 1.2
 AB1842'MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 161 (BURNETT DRIVE) ,
 AB1842'CONTINUE ON HIGHWAY 10 FOR 0.35 MILE (0.56 KM) TO THE STATION NEAR A
 AB1842'POWER POLE IN THE WEST ANGLE OF A PAVED DRIVEWAY LEADING TO A BRICK
 AB1842'AND MASONITE HOME (2110 MCCORMICK HIGHWAY) .  STATION IS A CONCRETE
 AB1842'POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) BELOW THE HIGHWAY,
 AB1842'48.6 FEET (14.8 M) NORTH NORTHEAST OF A FIRE HYDRANT, 20.2 FEET (6.2
 AB1842'M) WEST NORTHWEST OF THE POWER POLE 396/I6, 12.9 FEET (3.9 M) SOUTH
 AB1842'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 49.1 FEET (15.0 M) NORTHWEST
 AB1842'OF THE CENTER OF THE HIGHWAY, 237.0 FEET (72.2 M) SOUTHEAST OF THE
 AB1842'SOUTH CORNER OF THE HOUSE, 180.7 FEET (55.1 M) EAST OF THE EAST CORNER
 AB1842'OF A BRICK CHIMNEY FOR A MASONITE-SIDED HOUSE (2116 MCCORMICK HIGHWAY)
 AB1842'.  DESCRIBED BY R.W.  ROBERTS.
 AB1842
 AB1842                          STATION RECOVERY (2000)
 AB1842
 AB1842'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1842'RECOVERED IN GOOD CONDITION.
 AB1842
 AB1842                          STATION RECOVERY (2001)
 AB1842
 AB1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1842'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1843 ***********************************************************************
 AB1843  DESIGNATION -  24 017
 AB1843  PID         -  AB1843
 AB1843  STATE/COUNTY-  SC/GREENWOOD
 AB1843  USGS QUAD   -  GREENWOOD (1978)
 AB1843
 AB1843                         *CURRENT SURVEY CONTROL
 AB1843  ___________________________________________________________________
 AB1843* NAD 83(1986)-  34 10 33.     (N)    082 11 36.     (W)     SCALED    
 AB1843* NAVD 88     -       192.297  (meters)     630.89   (feet)  ADJUSTED  
 AB1843  ___________________________________________________________________
 AB1843  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 AB1843  DYNAMIC HT  -         192.105 (meters)     630.26  (feet)  COMP
 AB1843  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 AB1843
 AB1843  VERT ORDER  -  FIRST     CLASS II
 AB1843
 AB1843.The horizontal coordinates were scaled from a topographic map and have
 AB1843.an estimated accuracy of +/- 6 seconds.
 AB1843
 AB1843.The orthometric height was determined by differential leveling
 AB1843.and adjusted by the National Geodetic Survey in September 1998..
 AB1843
 AB1843.The geoid height was determined by GEOID03.
 AB1843
 AB1843.The dynamic height is computed by dividing the NAVD 88
 AB1843.geopotential number by the normal gravity value computed on the
 AB1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1843.degrees latitude (g = 980.6199 gals.).
 AB1843
 AB1843.The modeled gravity was interpolated from observed gravity values.
 AB1843
 AB1843;                    North         East    Units  Estimated Accuracy
 AB1843;SPC SC       -   260,410.      499,600.      MT  (+/- 180 meters Scaled)
 AB1843
 AB1843                          SUPERSEDED SURVEY CONTROL
 AB1843
 AB1843.No superseded survey control is available for this station.
 AB1843
 AB1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT900822(NAD 83)
 AB1843_MARKER: DD = SURVEY DISK
 AB1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1843_STAMPING: 24 017 1994
 AB1843_MARK LOGO: SCGS  
 AB1843_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1843+STABILITY: SURFACE MOTION
 AB1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1843+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1843
 AB1843  HISTORY     - Date     Condition        Report By
 AB1843  HISTORY     - 1994     MONUMENTED       SCGS
 AB1843  HISTORY     - 20000731 GOOD             USPSQD
 AB1843  HISTORY     - 20010331 GOOD             NGS
 AB1843
 AB1843                          STATION DESCRIPTION
 AB1843
 AB1843'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1843'STATION IS LOCATED 2.1 MILES (3.4 KM) WEST SOUTHWEST OF GREENWOOD.
 AB1843'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1843'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1843'JUNCTION OF STATE HIGHWAYS 10 (MCCORMICK HIGHWAY) AND 225, 1.5 MILES
 AB1843'(2.4 KM) SOUTHWEST OF GREENWOOD, GO SOUTHWEST ON HIGHWAY 10 FOR 0.7
 AB1843'MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 83 (ENTRANCE TO TRANQUIL
 AB1843'METHODIST CHURCH) , TURN RIGHT ON ROAD 83 FOR 0.1 MILE (0.2 KM) TO THE
 AB1843'STATION ON THE RIGHT NEAR A LARGE POWER POLE IN FRONT OF THE TRANQUIL
 AB1843'METHODIST CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1843'AND 1.0 FOOT (0.3 M) BELOW ROAD 83, 27.4 FEET (8.4 M) EAST NORTHEAST
 AB1843'OF THE CENTER OF ROAD 83, 17.4 FEET (5.3 M) NORTH NORTHWEST OF THE
 AB1843'POWER POLE 2/A-37 WITH TWELVE GUY WIRES, 335.0 FEET (102.1 M) SOUTH
 AB1843'SOUTHEAST OF THE EAST SOUTHEAST CORNER OF THE MAIN PART OF THE LARGE
 AB1843'BRICK CHURCH, 244.5 FEET (74.5 M) EAST SOUTHEAST OF THE SOUTHEAST
 AB1843'CORNER OF THE GRANITE COPING SURROUNDING THE HINTON FAMILY PLOT IN THE
 AB1843'CEMETERY, 175.4 FEET (53.5 M) NORTH NORTHEAST OF THE NORTH CORNER OF A
 AB1843'SMALL BRICK HOUSE.  DESCRIBED BY R.W. ROBERTS.
 AB1843
 AB1843                          STATION RECOVERY (2000)
 AB1843
 AB1843'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1843'RECOVERED IN GOOD CONDITION.
 AB1843
 AB1843                          STATION RECOVERY (2001)
 AB1843
 AB1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1843'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1844 ***********************************************************************
 AB1844  DESIGNATION -  24 018
 AB1844  PID         -  AB1844
 AB1844  STATE/COUNTY-  SC/GREENWOOD
 AB1844  USGS QUAD   -  GREENWOOD (1978)
 AB1844
 AB1844                         *CURRENT SURVEY CONTROL
 AB1844  ___________________________________________________________________
 AB1844* NAD 83(1986)-  34 10 52.     (N)    082 11 01.     (W)     SCALED    
 AB1844* NAVD 88     -       197.585  (meters)     648.24   (feet)  ADJUSTED  
 AB1844  ___________________________________________________________________
 AB1844  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB1844  DYNAMIC HT  -         197.387 (meters)     647.59  (feet)  COMP
 AB1844  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 AB1844
 AB1844  VERT ORDER  -  FIRST     CLASS II
 AB1844
 AB1844.The horizontal coordinates were scaled from a topographic map and have
 AB1844.an estimated accuracy of +/- 6 seconds.
 AB1844
 AB1844.The orthometric height was determined by differential leveling
 AB1844.and adjusted by the National Geodetic Survey in September 1998..
 AB1844
 AB1844.The geoid height was determined by GEOID03.
 AB1844
 AB1844.The dynamic height is computed by dividing the NAVD 88
 AB1844.geopotential number by the normal gravity value computed on the
 AB1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1844.degrees latitude (g = 980.6199 gals.).
 AB1844
 AB1844.The modeled gravity was interpolated from observed gravity values.
 AB1844
 AB1844;                    North         East    Units  Estimated Accuracy
 AB1844;SPC SC       -   260,990.      500,510.      MT  (+/- 180 meters Scaled)
 AB1844
 AB1844                          SUPERSEDED SURVEY CONTROL
 AB1844
 AB1844.No superseded survey control is available for this station.
 AB1844
 AB1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT909828(NAD 83)
 AB1844_MARKER: DD = SURVEY DISK
 AB1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1844_STAMPING: 24 018 1994
 AB1844_MARK LOGO: SCGS  
 AB1844_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1844+STABILITY: SURFACE MOTION
 AB1844
 AB1844  HISTORY     - Date     Condition        Report By
 AB1844  HISTORY     - 1994     MONUMENTED       SCGS
 AB1844  HISTORY     - 20000731 GOOD             USPSQD
 AB1844  HISTORY     - 20010331 GOOD             NGS
 AB1844
 AB1844                          STATION DESCRIPTION
 AB1844
 AB1844'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1844'STATION IS LOCATED NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF THE
 AB1844'JUNCTION OF STATE HIGHWAYS 10 (MCCORMICK HIGHWAY) AND 225, 1.5 MILES
 AB1844'(2.4 KM) SOUTHWEST OF GREENWOOD.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1844'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1844'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1844'0.5 FOOT (15.2 CM) ABOVE THE JUNCTION, 12.2 FEET (3.7 M) EAST
 AB1844'SOUTHEAST OF THE POWER POLE NUMBER 54 WITH THREE GUY WIRES, 225.0 FEET
 AB1844'(68.6 M) NORTHWEST OF THE WEST CORNER OF A LARGE BRICK BUILDING (PART
 AB1844'OF OLD MAXWELL CHILDRENS HOME) , 21.8 FEET (6.6 M) EAST SOUTHEAST OF
 AB1844'THE EAST EDGE OF THE SIDEWALK FOR HIGHWAY 225, 55.5 FEET (16.9 M)
 AB1844'SOUTH SOUTHEAST OF THE CENTER OF HIGHWAY 10, 21.5 FEET (6.6 M) WEST OF
 AB1844'A 2.0-FOOT LIVE OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 6.3
 AB1844'FEET (1.9 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED BY R.W.
 AB1844'ROBERTS.
 AB1844
 AB1844                          STATION RECOVERY (2000)
 AB1844
 AB1844'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1844'RECOVERED IN GOOD CONDITION.
 AB1844
 AB1844                          STATION RECOVERY (2001)
 AB1844
 AB1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1844'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1845 ***********************************************************************
 AB1845  DESIGNATION -  24 019
 AB1845  PID         -  AB1845
 AB1845  STATE/COUNTY-  SC/GREENWOOD
 AB1845  USGS QUAD   -  GREENWOOD (1978)
 AB1845
 AB1845                         *CURRENT SURVEY CONTROL
 AB1845  ___________________________________________________________________
 AB1845* NAD 83(1986)-  34 11 08.     (N)    082 10 26.     (W)     SCALED    
 AB1845* NAVD 88     -       185.545  (meters)     608.74   (feet)  ADJUSTED  
 AB1845  ___________________________________________________________________
 AB1845  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AB1845  DYNAMIC HT  -         185.359 (meters)     608.13  (feet)  COMP
 AB1845  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 AB1845
 AB1845  VERT ORDER  -  FIRST     CLASS II
 AB1845
 AB1845.The horizontal coordinates were scaled from a topographic map and have
 AB1845.an estimated accuracy of +/- 6 seconds.
 AB1845
 AB1845.The orthometric height was determined by differential leveling
 AB1845.and adjusted by the National Geodetic Survey in September 1998..
 AB1845
 AB1845.The geoid height was determined by GEOID03.
 AB1845
 AB1845.The dynamic height is computed by dividing the NAVD 88
 AB1845.geopotential number by the normal gravity value computed on the
 AB1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1845.degrees latitude (g = 980.6199 gals.).
 AB1845
 AB1845.The modeled gravity was interpolated from observed gravity values.
 AB1845
 AB1845;                    North         East    Units  Estimated Accuracy
 AB1845;SPC SC       -   261,470.      501,410.      MT  (+/- 180 meters Scaled)
 AB1845
 AB1845                          SUPERSEDED SURVEY CONTROL
 AB1845
 AB1845.No superseded survey control is available for this station.
 AB1845
 AB1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT918833(NAD 83)
 AB1845_MARKER: DD = SURVEY DISK
 AB1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1845_STAMPING: 24 019 1994
 AB1845_MARK LOGO: SCGS  
 AB1845_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1845+STABILITY: SURFACE MOTION
 AB1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1845+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1845
 AB1845  HISTORY     - Date     Condition        Report By
 AB1845  HISTORY     - 1994     MONUMENTED       SCGS
 AB1845  HISTORY     - 20000815 GOOD             USPSQD
 AB1845  HISTORY     - 20020128 GOOD             NGS
 AB1845
 AB1845                          STATION DESCRIPTION
 AB1845
 AB1845'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1845'STATION IS LOCATED IN GREENWOOD.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1845'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1845'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB1845'HIGHWAYS 10 (MCCORMICK HIGHWAY) AND 225, 1.5 MILES (2.4 KM) SOUTHWEST
 AB1845'OF GREENWOOD, GO NORTHEAST ON HIGHWAY 10 FOR 0.6 MILE (1.0 KM) TO THE
 AB1845'JUNCTION OF STATE ROAD 69 (TERRELL SMITH AVENUE) , TURN RIGHT ON ROAD
 AB1845'69 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER
 AB1845'POLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AB1845'THE ROAD, 152.7 FEET (46.5 M) SOUTHEAST OF THE CENTER OF HIGHWAY 10,
 AB1845'5.5 FEET (1.7 M) NORTH OF THE POWER POLE WITH A SCGS REFERENCE WASHER
 AB1845'ATTACHED AND TWO GUY WIRES, 40.3 FEET (12.3 M) EAST SOUTHEAST OF A
 AB1845'FIRE HYDRANT, 34.2 FEET (10.4 M) EAST OF THE NORTHEAST CORNER OF THE
 AB1845'CONCRETE BASE FOR A GRANITE MONUMENT (MAULDIN HOME) , 14.5 FEET (4.4
 AB1845'M) EAST OF THE CENTER OF ROAD 69, 17.5 FEET (5.3 M) EAST SOUTHEAST OF
 AB1845'A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1845
 AB1845                          STATION RECOVERY (2000)
 AB1845
 AB1845'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1845'RECOVERED IN GOOD CONDITION.
 AB1845
 AB1845                          STATION RECOVERY (2002)
 AB1845
 AB1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AB1845'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1846 ***********************************************************************
 AB1846  DESIGNATION -  24 020
 AB1846  PID         -  AB1846
 AB1846  STATE/COUNTY-  SC/GREENWOOD
 AB1846  USGS QUAD   -  GREENWOOD (1978)
 AB1846
 AB1846                         *CURRENT SURVEY CONTROL
 AB1846  ___________________________________________________________________
 AB1846* NAD 83(1986)-  34 11 10.     (N)    082 10 03.     (W)     SCALED    
 AB1846* NAVD 88     -       190.026  (meters)     623.44   (feet)  ADJUSTED  
 AB1846  ___________________________________________________________________
 AB1846  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AB1846  DYNAMIC HT  -         189.836 (meters)     622.82  (feet)  COMP
 AB1846  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 AB1846
 AB1846  VERT ORDER  -  FIRST     CLASS II
 AB1846
 AB1846.The horizontal coordinates were scaled from a topographic map and have
 AB1846.an estimated accuracy of +/- 6 seconds.
 AB1846
 AB1846.The orthometric height was determined by differential leveling
 AB1846.and adjusted by the National Geodetic Survey in September 1998..
 AB1846
 AB1846.The geoid height was determined by GEOID03.
 AB1846
 AB1846.The dynamic height is computed by dividing the NAVD 88
 AB1846.geopotential number by the normal gravity value computed on the
 AB1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1846.degrees latitude (g = 980.6199 gals.).
 AB1846
 AB1846.The modeled gravity was interpolated from observed gravity values.
 AB1846
 AB1846;                    North         East    Units  Estimated Accuracy
 AB1846;SPC SC       -   261,520.      502,000.      MT  (+/- 180 meters Scaled)
 AB1846
 AB1846                          SUPERSEDED SURVEY CONTROL
 AB1846
 AB1846.No superseded survey control is available for this station.
 AB1846
 AB1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT924834(NAD 83)
 AB1846_MARKER: DD = SURVEY DISK
 AB1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1846_STAMPING: 24 020 1994
 AB1846_MARK LOGO: SCGS  
 AB1846_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1846+STABILITY: SURFACE MOTION
 AB1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1846+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1846
 AB1846  HISTORY     - Date     Condition        Report By
 AB1846  HISTORY     - 1994     MONUMENTED       SCGS
 AB1846  HISTORY     - 20000713 GOOD             USPSQD
 AB1846  HISTORY     - 20010331 GOOD             NGS
 AB1846
 AB1846                          STATION DESCRIPTION
 AB1846
 AB1846'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1846'STATION IS LOCATED IN GREENWOOD.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1846'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1846'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB1846'HIGHWAYS 10, 34 AND U.S.  HIGHWAYS 25, 178 (MAXWELL AVENUE AND MAIN
 AB1846'STREET) , IN GREENWOOD, GO WEST ON HIGHWAY 10 (MAXWELL AVENUE) FOR
 AB1846'0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 167 (EDGEFIELD
 AB1846'STREET) , TURN LEFT ON ROAD 167 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION
 AB1846'OF STATE ROAD 253 (OAK AVENUE) , TURN RIGHT ON ROAD 253 FOR 0.3 MILE
 AB1846'(0.5 KM) TO THE STATION NEAR A POWER POLE IN THE EAST SOUTHEAST ANGLE
 AB1846'OF A PAVED ROAD LEFT (STRONG STREET) .  STATION IS A CONCRETE POST
 AB1846'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 18.9 FEET
 AB1846'(5.8 M) SOUTH SOUTHEAST OF THE CENTER OF ROAD 253, 19.5 FEET (5.9 M)
 AB1846'EAST NORTHEAST OF THE CENTER OF STRONG STREET, 7.3 FEET (2.2 M) EAST
 AB1846'OF THE POWER POLE NUMBER 16 WITH A TRANSFORMER, SECURITY LIGHT AND A
 AB1846'GUY WIRE, 0.7 FOOT (21.3 CM) NORTH NORTHWEST OF THE NORTH EDGE OF A
 AB1846'SIDEWALK, 79.2 FEET (24.1 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF
 AB1846'A BRICK HOUSE ACROSS THE ROAD, 7.5 FEET (2.3 M) EAST OF A WITNESS
 AB1846'POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1846
 AB1846                          STATION RECOVERY (2000)
 AB1846
 AB1846'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1846'RECOVERED IN GOOD CONDITION.
 AB1846
 AB1846                          STATION RECOVERY (2001)
 AB1846
 AB1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1846'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1847 ***********************************************************************
 AB1847  DESIGNATION -  24 021
 AB1847  PID         -  AB1847
 AB1847  STATE/COUNTY-  SC/GREENWOOD
 AB1847  USGS QUAD   -  GREENWOOD (1978)
 AB1847
 AB1847                         *CURRENT SURVEY CONTROL
 AB1847  ___________________________________________________________________
 AB1847* NAD 83(1986)-  34 12 19.     (N)    082 09 14.     (W)     SCALED    
 AB1847* NAVD 88     -       189.443  (meters)     621.53   (feet)  ADJUSTED  
 AB1847  ___________________________________________________________________
 AB1847  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 AB1847  DYNAMIC HT  -         189.253 (meters)     620.91  (feet)  COMP
 AB1847  MODELED GRAV-     979,626.3   (mgal)                       NAVD 88
 AB1847
 AB1847  VERT ORDER  -  FIRST     CLASS II
 AB1847
 AB1847.The horizontal coordinates were scaled from a topographic map and have
 AB1847.an estimated accuracy of +/- 6 seconds.
 AB1847
 AB1847.The orthometric height was determined by differential leveling
 AB1847.and adjusted by the National Geodetic Survey in September 1998..
 AB1847
 AB1847.The geoid height was determined by GEOID03.
 AB1847
 AB1847.The dynamic height is computed by dividing the NAVD 88
 AB1847.geopotential number by the normal gravity value computed on the
 AB1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1847.degrees latitude (g = 980.6199 gals.).
 AB1847
 AB1847.The modeled gravity was interpolated from observed gravity values.
 AB1847
 AB1847;                    North         East    Units  Estimated Accuracy
 AB1847;SPC SC       -   263,640.      503,280.      MT  (+/- 180 meters Scaled)
 AB1847
 AB1847                          SUPERSEDED SURVEY CONTROL
 AB1847
 AB1847.No superseded survey control is available for this station.
 AB1847
 AB1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT936855(NAD 83)
 AB1847_MARKER: DD = SURVEY DISK
 AB1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1847_STAMPING: 24 021 1994
 AB1847_MARK LOGO: SCGS  
 AB1847_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1847+STABILITY: SURFACE MOTION
 AB1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1847+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1847
 AB1847  HISTORY     - Date     Condition        Report By
 AB1847  HISTORY     - 1994     MONUMENTED       SCGS
 AB1847  HISTORY     - 20010307 GOOD             USPSQD
 AB1847
 AB1847                          STATION DESCRIPTION
 AB1847
 AB1847'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1847'STATION IS LOCATED IN GREENWOOD.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1847'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1847'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB1847'HIGHWAYS 72 AND 254 (REYNOLDS AVENUE AND GRACE STREET) IN GREENWOOD,
 AB1847'GO NORTH ON HIGHWAY 254 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE
 AB1847'ROAD 39 (DURST AVENUE) , TURN RIGHT ON ROAD 39 FOR 0.5 MILE (0.8 KM)
 AB1847'TO THE STATION NEAR A BRICK SIGN (GRENDEL PENTECOSTAL HOLINESS CHURCH)
 AB1847'IN THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 136 (COKESBURY STREET)
 AB1847'.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8
 AB1847'M) ABOVE THE ROADS, 32.4 FEET (9.9 M) NORTH NORTHWEST OF THE CENTER OF
 AB1847'ROAD 39, 30.9 FEET (9.4 M) SOUTH SOUTHWEST OF THE CENTER OF ROAD 136,
 AB1847'14.9 FEET (4.5 M) NORTHWEST OF A FIRE HYDRANT, 8.2 FEET (2.5 M) WEST
 AB1847'SOUTHWEST OF A POWER POLE SUPPORTING TRAFFIC LIGHTS WITH A METER
 AB1847'ATTACHED, 6.5 FEET (2.0 M) EAST SOUTHEAST OF THE NORTH CORNER OF THE
 AB1847'BRICK CHURCH SIGN, 111.8 FEET (34.1 M) EAST NORTHEAST OF THE EAST
 AB1847'CORNER OF THE CONCRETE STEPS LEADING TO THE BRICK CHURCH.  DESCRIBED
 AB1847'BY R.W.  ROBERTS.
 AB1847
 AB1847                          STATION RECOVERY (2001)
 AB1847
 AB1847'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1848 ***********************************************************************
 AB1848  DESIGNATION -  24 022
 AB1848  PID         -  AB1848
 AB1848  STATE/COUNTY-  SC/GREENWOOD
 AB1848  USGS QUAD   -  GREENWOOD (1978)
 AB1848
 AB1848                         *CURRENT SURVEY CONTROL
 AB1848  ___________________________________________________________________
 AB1848* NAD 83(1986)-  34 12 34.     (N)    082 08 48.     (W)     SCALED    
 AB1848* NAVD 88     -       192.701  (meters)     632.22   (feet)  ADJUSTED  
 AB1848  ___________________________________________________________________
 AB1848  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 AB1848  DYNAMIC HT  -         192.507 (meters)     631.58  (feet)  COMP
 AB1848  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 AB1848
 AB1848  VERT ORDER  -  FIRST     CLASS II
 AB1848
 AB1848.The horizontal coordinates were scaled from a topographic map and have
 AB1848.an estimated accuracy of +/- 6 seconds.
 AB1848
 AB1848.The orthometric height was determined by differential leveling
 AB1848.and adjusted by the National Geodetic Survey in September 1998..
 AB1848
 AB1848.The geoid height was determined by GEOID03.
 AB1848
 AB1848.The dynamic height is computed by dividing the NAVD 88
 AB1848.geopotential number by the normal gravity value computed on the
 AB1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1848.degrees latitude (g = 980.6199 gals.).
 AB1848
 AB1848.The modeled gravity was interpolated from observed gravity values.
 AB1848
 AB1848;                    North         East    Units  Estimated Accuracy
 AB1848;SPC SC       -   264,090.      503,950.      MT  (+/- 180 meters Scaled)
 AB1848
 AB1848                          SUPERSEDED SURVEY CONTROL
 AB1848
 AB1848.No superseded survey control is available for this station.
 AB1848
 AB1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT943859(NAD 83)
 AB1848_MARKER: DD = SURVEY DISK
 AB1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1848_STAMPING: 24 022 1994
 AB1848_MARK LOGO: SCGS  
 AB1848_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1848+STABILITY: SURFACE MOTION
 AB1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1848+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1848
 AB1848  HISTORY     - Date     Condition        Report By
 AB1848  HISTORY     - 1994     MONUMENTED       SCGS
 AB1848  HISTORY     - 20010307 GOOD             USPSQD
 AB1848
 AB1848                          STATION DESCRIPTION
 AB1848
 AB1848'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1848'STATION IS LOCATED AT THE NORTHEAST EDGE OF GREENWOOD. OWNERSHIP--FINE
 AB1848'TUNE, 1138 72 BYPASS, GREENWOOD, SC 29646. CONTACT-FRED TULLIS.  TO
 AB1848'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72 (REYNOLDS
 AB1848'AVENUE) , U.S.  HIGHWAY 221 AND BYPASS U.S. HIGHWAYS 25, 178, 221 AND
 AB1848'72 AT THE NORTHEAST EDGE OF GREENWOOD, GO NORTHWEST ON HIGHWAYS 25,
 AB1848'178 AND HIGHWAY 72 BYPASS FOR 0.1 MILE (0.2 KM) TO THE STATION NEAR A
 AB1848'POWER POLE IN THE REAR PARKING AREA OF FINE TUNE AUTO SERVICE STATION
 AB1848'IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD 39 (DURST AVENUE) .
 AB1848'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 121.4 FEET (37.0 M)
 AB1848'SOUTHEAST OF THE CENTER OF ROAD 39, 64.2 FEET (19.6 M) EAST NORTHEAST
 AB1848'OF THE EAST CORNER OF THE CONCRETE BLOCK BUILDING, 3.6 FEET (1.1 M)
 AB1848'NORTHWEST OF THE POWER POLE WITH 3 GUY WIRES, 3.0 FEET (0.9 M)
 AB1848'NORTHWEST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1848
 AB1848                          STATION RECOVERY (2001)
 AB1848
 AB1848'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1849 ***********************************************************************
 AB1849  DESIGNATION -  24 023
 AB1849  PID         -  AB1849
 AB1849  STATE/COUNTY-  SC/GREENWOOD
 AB1849  USGS QUAD   -  GREENWOOD (1978)
 AB1849
 AB1849                         *CURRENT SURVEY CONTROL
 AB1849  ___________________________________________________________________
 AB1849* NAD 83(1986)-  34 12 17.     (N)    082 08 12.     (W)     SCALED    
 AB1849* NAVD 88     -       169.559  (meters)     556.29   (feet)  ADJUSTED  
 AB1849  ___________________________________________________________________
 AB1849  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 AB1849  DYNAMIC HT  -         169.389 (meters)     555.74  (feet)  COMP
 AB1849  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 AB1849
 AB1849  VERT ORDER  -  FIRST     CLASS II
 AB1849
 AB1849.The horizontal coordinates were scaled from a topographic map and have
 AB1849.an estimated accuracy of +/- 6 seconds.
 AB1849
 AB1849.The orthometric height was determined by differential leveling
 AB1849.and adjusted by the National Geodetic Survey in September 1998..
 AB1849
 AB1849.The geoid height was determined by GEOID03.
 AB1849
 AB1849.The dynamic height is computed by dividing the NAVD 88
 AB1849.geopotential number by the normal gravity value computed on the
 AB1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1849.degrees latitude (g = 980.6199 gals.).
 AB1849
 AB1849.The modeled gravity was interpolated from observed gravity values.
 AB1849
 AB1849;                    North         East    Units  Estimated Accuracy
 AB1849;SPC SC       -   263,560.      504,860.      MT  (+/- 180 meters Scaled)
 AB1849
 AB1849                          SUPERSEDED SURVEY CONTROL
 AB1849
 AB1849.No superseded survey control is available for this station.
 AB1849
 AB1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT952854(NAD 83)
 AB1849_MARKER: DD = SURVEY DISK
 AB1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1849_STAMPING: 24 023 1994
 AB1849_MARK LOGO: SCGS  
 AB1849_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1849+STABILITY: SURFACE MOTION
 AB1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1849+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1849
 AB1849  HISTORY     - Date     Condition        Report By
 AB1849  HISTORY     - 1994     MONUMENTED       SCGS
 AB1849  HISTORY     - 20010314 GOOD             USPSQD
 AB1849
 AB1849                          STATION DESCRIPTION
 AB1849
 AB1849'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1849'STATION IS LOCATED 1.7 MILES (2.7 KM) NORTHEAST OF GREENWOOD.
 AB1849'OWNERSHIP--SOUTHERN CALCULATING MACHINES.  TO REACH THE STATION FROM
 AB1849'THE JUNCTION OF STATE HIGHWAYS 72 (REYNOLDS AVENUE) , U.S.  HIGHWAY
 AB1849'221 AND BYPASS U.S.  HIGHWAYS 25, 178, 221 AND 72 AT THE NORTHEAST
 AB1849'EDGE OF GREENWOOD, GO SOUTHEAST ON BYPASS HIGHWAYS 221, 178 AND 25 FOR
 AB1849'0.6 MILE (1.0 KM) TO THE STATION ON THE LEFT NEAR A SECURITY LIGHT
 AB1849'POLE IN THE SIDE PARKING AREA FOR SOUTHERN CALCULATING MACHINES.
 AB1849'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET (1.5 M)
 AB1849'ABOVE THE BYPASS, 128.2 FEET (39.1 M) NORTHEAST OF THE NORTHBOUND
 AB1849'LANES OF THE BYPASS, 6.3 FEET (1.9 M) SOUTH SOUTHEAST OF THE SECURITY
 AB1849'LIGHT POLE, 87.4 FEET (26.6 M) WEST OF THE NORTH CORNER OF THE LARGE
 AB1849'BRICK BUILDING, 67.7 FEET (20.6 M) WEST NORTHWEST OF THE WEST CORNER
 AB1849'OF THE LARGE BRICK BUILDING.  DESCRIBED BY R.W. ROBERTS.
 AB1849
 AB1849                          STATION RECOVERY (2001)
 AB1849
 AB1849'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1850 ***********************************************************************
 AB1850  DESIGNATION -  24 024
 AB1850  PID         -  AB1850
 AB1850  STATE/COUNTY-  SC/GREENWOOD
 AB1850  USGS QUAD   -  GREENWOOD (1978)
 AB1850
 AB1850                         *CURRENT SURVEY CONTROL
 AB1850  ___________________________________________________________________
 AB1850* NAD 83(1986)-  34 12 55.     (N)    082 08 19.     (W)     SCALED    
 AB1850* NAVD 88     -       192.539  (meters)     631.69   (feet)  ADJUSTED  
 AB1850  ___________________________________________________________________
 AB1850  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 AB1850  DYNAMIC HT  -         192.346 (meters)     631.06  (feet)  COMP
 AB1850  MODELED GRAV-     979,627.4   (mgal)                       NAVD 88
 AB1850
 AB1850  VERT ORDER  -  FIRST     CLASS II
 AB1850
 AB1850.The horizontal coordinates were scaled from a topographic map and have
 AB1850.an estimated accuracy of +/- 6 seconds.
 AB1850
 AB1850.The orthometric height was determined by differential leveling
 AB1850.and adjusted by the National Geodetic Survey in September 1998..
 AB1850
 AB1850.The geoid height was determined by GEOID03.
 AB1850
 AB1850.The dynamic height is computed by dividing the NAVD 88
 AB1850.geopotential number by the normal gravity value computed on the
 AB1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1850.degrees latitude (g = 980.6199 gals.).
 AB1850
 AB1850.The modeled gravity was interpolated from observed gravity values.
 AB1850
 AB1850;                    North         East    Units  Estimated Accuracy
 AB1850;SPC SC       -   264,730.      504,700.      MT  (+/- 180 meters Scaled)
 AB1850
 AB1850                          SUPERSEDED SURVEY CONTROL
 AB1850
 AB1850.No superseded survey control is available for this station.
 AB1850
 AB1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT951866(NAD 83)
 AB1850_MARKER: DD = SURVEY DISK
 AB1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1850_STAMPING: 24 024 1994
 AB1850_MARK LOGO: SCGS  
 AB1850_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1850+STABILITY: SURFACE MOTION
 AB1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1850+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1850
 AB1850  HISTORY     - Date     Condition        Report By
 AB1850  HISTORY     - 1994     MONUMENTED       SCGS
 AB1850  HISTORY     - 20010307 GOOD             USPSQD
 AB1850
 AB1850                          STATION DESCRIPTION
 AB1850
 AB1850'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1850'STATION IS LOCATED 2.1 MILES (3.4 KM) NORTHEAST OF GREENWOOD.
 AB1850'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1850'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1850'JUNCTION OF STATE HIGHWAYS 72 (REYNOLDS AVENUE) , U.S.  HIGHWAY 221
 AB1850'AND BYPASS U.S.  HIGHWAYS 25, 178, 221 AND 72 AT THE NORTHEAST EDGE OF
 AB1850'GREENWOOD, GO NORTHWEST ON BYPASS HIGHWAYS 25, 178, 221 AND 72 FOR
 AB1850'0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 39 (DURST AVENUE) ,
 AB1850'TURN RIGHT ON ROAD 39 FOR 0.6 MILE (1.0 KM) TO THE STATION NEAR A
 AB1850'POWER POLE IN THE NORTHEAST ANGLE OF A PAVED ROAD RIGHT (BROOKS STUART
 AB1850'DRIVE) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AB1850'WITH THE ROADS, 37.8 FEET (11.5 M) EAST SOUTHEAST OF THE CENTER OF
 AB1850'ROAD 39, 23.6 FEET (7.2 M) NORTH OF THE CENTER OF BROOKS STUART DRIVE,
 AB1850'6.4 FEET (2.0 M) EAST NORTHEAST OF THE POWER POLE NUMBER 322/1 WITH A
 AB1850'SECURITY LIGHT AND A GUY WIRE, 117.4 FEET (35.8 M) SOUTHWEST OF THE
 AB1850'SOUTHWEST CORNER OF A LARGE TWO STORY BRICK APARTMENT BUILDING
 AB1850'(BOXWOOD TERRACE 13/8) , 4.8 FEET (1.5 M) NORTH NORTHWEST OF A WITNESS
 AB1850'POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1850
 AB1850                          STATION RECOVERY (2001)
 AB1850
 AB1850'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1851 ***********************************************************************
 AB1851  DESIGNATION -  24 025
 AB1851  PID         -  AB1851
 AB1851  STATE/COUNTY-  SC/GREENWOOD
 AB1851  USGS QUAD   -  GREENWOOD (1978)
 AB1851
 AB1851                         *CURRENT SURVEY CONTROL
 AB1851  ___________________________________________________________________
 AB1851* NAD 83(1986)-  34 13 45.     (N)    082 08 33.     (W)     SCALED    
 AB1851* NAVD 88     -       180.679  (meters)     592.78   (feet)  ADJUSTED  
 AB1851  ___________________________________________________________________
 AB1851  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AB1851  DYNAMIC HT  -         180.498 (meters)     592.18  (feet)  COMP
 AB1851  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 AB1851
 AB1851  VERT ORDER  -  FIRST     CLASS II
 AB1851
 AB1851.The horizontal coordinates were scaled from a topographic map and have
 AB1851.an estimated accuracy of +/- 6 seconds.
 AB1851
 AB1851.The orthometric height was determined by differential leveling
 AB1851.and adjusted by the National Geodetic Survey in September 1998..
 AB1851
 AB1851.The geoid height was determined by GEOID03.
 AB1851
 AB1851.The dynamic height is computed by dividing the NAVD 88
 AB1851.geopotential number by the normal gravity value computed on the
 AB1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1851.degrees latitude (g = 980.6199 gals.).
 AB1851
 AB1851.The modeled gravity was interpolated from observed gravity values.
 AB1851
 AB1851;                    North         East    Units  Estimated Accuracy
 AB1851;SPC SC       -   266,270.      504,350.      MT  (+/- 180 meters Scaled)
 AB1851
 AB1851                          SUPERSEDED SURVEY CONTROL
 AB1851
 AB1851.No superseded survey control is available for this station.
 AB1851
 AB1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT947881(NAD 83)
 AB1851_MARKER: DD = SURVEY DISK
 AB1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1851_STAMPING: 24 025 1994
 AB1851_MARK LOGO: SCGS  
 AB1851_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1851+STABILITY: SURFACE MOTION
 AB1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1851+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1851
 AB1851  HISTORY     - Date     Condition        Report By
 AB1851  HISTORY     - 1994     MONUMENTED       SCGS
 AB1851  HISTORY     - 20010307 GOOD             USPSQD
 AB1851
 AB1851                          STATION DESCRIPTION
 AB1851
 AB1851'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1851'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTH NORTHEAST OF GREENWOOD.
 AB1851'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1851'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1851'JUNCTION OF STATE HIGHWAYS 72 (REYNOLDS AVENUE) , U.S.  HIGHWAY 221
 AB1851'AND BYPASS U.S.  HIGHWAYS 25, 178, 221 AND 72 AT THE NORTHEAST EDGE OF
 AB1851'GREENWOOD, GO NORTHWEST ON BYPASS HIGHWAYS 25, 178, 221 AND 72 FOR 0.1
 AB1851'MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 39 (DURST AVENUE) , TURN
 AB1851'RIGHT ON ROAD 39 FOR 1.55 MILES (2.49 KM) TO THE FORK JUNCTION OF
 AB1851'STATE ROAD 285 (AIRPORT ROAD) , BEAR LEFT ON ROAD 285 FOR 0.1 MILE
 AB1851'(0.2 KM) TO THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF
 AB1851'THE JUNCTION OF STATE ROAD 73 (LAUREL AVENUE) .  STATION IS A CONCRETE
 AB1851'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROADS,
 AB1851'28.3 FEET (8.6 M) WEST SOUTHWEST OF THE CENTER OF ROAD 285, 46.0 FEET
 AB1851'(14.0 M) SOUTH SOUTHEAST OF THE CENTER OF ROAD 73, 120.7 FEET (36.8 M)
 AB1851'NORTH NORTHEAST OF THE NORTH NORTHEAST CORNER OF THE FRONT PORCH OF A
 AB1851'BRICK HOUSE, 54.8 FEET (16.7 M) WEST SOUTHWEST OF A FIRE HYDRANT, 4.1
 AB1851'FEET (1.2 M) EAST SOUTHEAST OF THE POWER POLE NUMBER 1076/1 WITH FOUR
 AB1851'GUY WIRES, 3.3 FEET (1.0 M) SOUTHWEST OF A WITNESS POST.  DESCRIBED BY
 AB1851'R.W.  ROBERTS.
 AB1851
 AB1851                          STATION RECOVERY (2001)
 AB1851
 AB1851'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1852 ***********************************************************************
 AB1852  DESIGNATION -  24 026
 AB1852  PID         -  AB1852
 AB1852  STATE/COUNTY-  SC/GREENWOOD
 AB1852  USGS QUAD   -  GREENWOOD (1978)
 AB1852
 AB1852                         *CURRENT SURVEY CONTROL
 AB1852  ___________________________________________________________________
 AB1852* NAD 83(1986)-  34 14 37.     (N)    082 08 53.     (W)     SCALED    
 AB1852* NAVD 88     -       178.960  (meters)     587.14   (feet)  ADJUSTED  
 AB1852  ___________________________________________________________________
 AB1852  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AB1852  DYNAMIC HT  -         178.780 (meters)     586.55  (feet)  COMP
 AB1852  MODELED GRAV-     979,627.1   (mgal)                       NAVD 88
 AB1852
 AB1852  VERT ORDER  -  FIRST     CLASS II
 AB1852
 AB1852.The horizontal coordinates were scaled from a topographic map and have
 AB1852.an estimated accuracy of +/- 6 seconds.
 AB1852
 AB1852.The orthometric height was determined by differential leveling
 AB1852.and adjusted by the National Geodetic Survey in September 1998..
 AB1852
 AB1852.The geoid height was determined by GEOID03.
 AB1852
 AB1852.The dynamic height is computed by dividing the NAVD 88
 AB1852.geopotential number by the normal gravity value computed on the
 AB1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1852.degrees latitude (g = 980.6199 gals.).
 AB1852
 AB1852.The modeled gravity was interpolated from observed gravity values.
 AB1852
 AB1852;                    North         East    Units  Estimated Accuracy
 AB1852;SPC SC       -   267,880.      503,860.      MT  (+/- 180 meters Scaled)
 AB1852
 AB1852                          SUPERSEDED SURVEY CONTROL
 AB1852
 AB1852.No superseded survey control is available for this station.
 AB1852
 AB1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT942897(NAD 83)
 AB1852_MARKER: DD = SURVEY DISK
 AB1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1852_STAMPING: 24 026 1994
 AB1852_MARK LOGO: SCGS  
 AB1852_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1852+STABILITY: SURFACE MOTION
 AB1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1852+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1852
 AB1852  HISTORY     - Date     Condition        Report By
 AB1852  HISTORY     - 1994     MONUMENTED       SCGS
 AB1852  HISTORY     - 20010307 GOOD             USPSQD
 AB1852
 AB1852                          STATION DESCRIPTION
 AB1852
 AB1852'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1852'STATION IS LOCATED 3.7 MILES (6.0 KM) NORTH NORTHEAST OF GREENWOOD.
 AB1852'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1852'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1852'JUNCTION OF STATE HIGHWAYS 72 (REYNOLDS AVENUE) , U.S.  HIGHWAY 221
 AB1852'AND BYPASS U.S.  HIGHWAYS 25, 178, 221 AND 72 AT THE NORTHEAST EDGE OF
 AB1852'GREENWOOD, GO NORTHWEST ON BYPASS HIGHWAYS 25, 178, 221 AND 72 FOR 0.1
 AB1852'MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 39 (DURST AVENUE) , TURN
 AB1852'RIGHT ON ROAD 39 FOR 1.55 MILES (2.49 KM) TO THE FORK JUNCTION OF
 AB1852'STATE ROAD 285 (AIRPORT ROAD) , BEAR LEFT ON ROAD 285 FOR 0.95 MILE
 AB1852'(1.53 KM) TO THE JUNCTION OF STATE ROADS 285 (ENTRANCE TO AIRPORT) AND
 AB1852'ROAD 517 (AIRPORT) AHEAD, CONTINUE AHEAD ON ROAD 517 FOR 0.25 MILE
 AB1852'(0.40 KM) TO THE STATION NEAR A GROUP OF TELEPHONE JUNCTION BOXES IN
 AB1852'THE SOUTH SOUTHEAST ANGLE OF A PAVED ROAD LEFT.  STATION IS A CONCRETE
 AB1852'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE ROAD 517, 47.0
 AB1852'FEET (14.3 M) WEST OF THE CENTER OF ROAD 517, 16.6 FEET (5.1 M)
 AB1852'SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 106.1 FEET (32.3 M) SOUTH
 AB1852'OF THE SOUTHEAST CORNER OF A TALL CHAIN LINK FENCE SURROUNDING
 AB1852'GREENWOOD CITY FIREMANS ASSOCIATION TRAINING CENTER, 23.1 FEET (7.0 M)
 AB1852'WEST OF A FIRE HYDRANT, 5.5 FEET (1.7 M) WEST NORTHWEST OF THE
 AB1852'SOUTHWEST CORNER OF A CONCRETE PAD SUPPORTING THREE TELEPHONE JUNCTION
 AB1852'BOXES, 17.2 FEET (5.2 M) WEST SOUTHWEST OF A WITNESS POST AT A POWER
 AB1852'POLE P 23 WITH A METER AND A TRANSFORMER.  DESCRIBED BY R.W. ROBERTS.
 AB1852
 AB1852                          STATION RECOVERY (2001)
 AB1852
 AB1852'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1864 ***********************************************************************
 AB1864  DESIGNATION -  24 027
 AB1864  PID         -  AB1864
 AB1864  STATE/COUNTY-  SC/GREENWOOD
 AB1864  USGS QUAD   -  GREENWOOD (1978)
 AB1864
 AB1864                         *CURRENT SURVEY CONTROL
 AB1864  ___________________________________________________________________
 AB1864* NAD 83(1986)-  34 12 57.     (N)    082 07 48.     (W)     SCALED    
 AB1864* NAVD 88     -       183.915  (meters)     603.39   (feet)  ADJUSTED  
 AB1864  ___________________________________________________________________
 AB1864  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 AB1864  DYNAMIC HT  -         183.731 (meters)     602.79  (feet)  COMP
 AB1864  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 AB1864
 AB1864  VERT ORDER  -  FIRST     CLASS II
 AB1864
 AB1864.The horizontal coordinates were scaled from a topographic map and have
 AB1864.an estimated accuracy of +/- 6 seconds.
 AB1864
 AB1864.The orthometric height was determined by differential leveling
 AB1864.and adjusted by the National Geodetic Survey in September 1998..
 AB1864
 AB1864.The geoid height was determined by GEOID03.
 AB1864
 AB1864.The dynamic height is computed by dividing the NAVD 88
 AB1864.geopotential number by the normal gravity value computed on the
 AB1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1864.degrees latitude (g = 980.6199 gals.).
 AB1864
 AB1864.The modeled gravity was interpolated from observed gravity values.
 AB1864
 AB1864;                    North         East    Units  Estimated Accuracy
 AB1864;SPC SC       -   264,780.      505,490.      MT  (+/- 180 meters Scaled)
 AB1864
 AB1864                          SUPERSEDED SURVEY CONTROL
 AB1864
 AB1864.No superseded survey control is available for this station.
 AB1864
 AB1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT959866(NAD 83)
 AB1864_MARKER: DD = SURVEY DISK
 AB1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1864_STAMPING: 24 027 1994
 AB1864_MARK LOGO: SCGS  
 AB1864_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1864+STABILITY: SURFACE MOTION
 AB1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1864+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1864
 AB1864  HISTORY     - Date     Condition        Report By
 AB1864  HISTORY     - 1994     MONUMENTED       SCGS
 AB1864  HISTORY     - 20010314 GOOD             USPSQD
 AB1864
 AB1864                          STATION DESCRIPTION
 AB1864
 AB1864'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1864'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTHEAST OF GREENWOOD.
 AB1864'OWNERSHIP--CARROL C.  RUSH, 1826 HWY 72/122 EAST, GREENWOOD SC 29646.
 AB1864'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72 (REYNOLDS
 AB1864'AVENUE) , U.S.  HIGHWAY 221 AND BYPASS U.S.  HIGHWAYS 25, 178, 221 AND
 AB1864'72 AT THE NORTHEAST EDGE OF GREENWOOD, GO NORTHEAST ON HIGHWAYS 72 AND
 AB1864'221 FOR 0.95 MILE (1.53 KM) TO THE STATION NEAR THE NORTH CORNER OF A
 AB1864'BRICK BUSINESS (RUSH HEATING AND COOLING) IN THE WEST ANGLE OF THE
 AB1864'JUNCTION OF A PAVED ROAD RIGHT (GARNER HEIGHTS ROAD) .  STATION IS A
 AB1864'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 AB1864'PAVED ROAD, 26.9 FEET (8.2 M) WEST SOUTHWEST OF THE CENTER OF THE
 AB1864'ROAD, 144.3 FEET (44.0 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 AB1864'EASTBOUND LANES OF THE HIGHWAY, 17.3 FEET (5.3 M) NORTH OF THE NORTH
 AB1864'CORNER OF THE BUILDING.  DESCRIBED BY R.W.  ROBERTS.
 AB1864
 AB1864                          STATION RECOVERY (2001)
 AB1864
 AB1864'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1865 ***********************************************************************
 AB1865  DESIGNATION -  24 028
 AB1865  PID         -  AB1865
 AB1865  STATE/COUNTY-  SC/GREENWOOD
 AB1865  USGS QUAD   -  NINETY SIX (1978)
 AB1865
 AB1865                         *CURRENT SURVEY CONTROL
 AB1865  ___________________________________________________________________
 AB1865* NAD 83(1986)-  34 13 24.     (N)    082 07 03.     (W)     SCALED    
 AB1865* NAVD 88     -       185.817  (meters)     609.63   (feet)  ADJUSTED  
 AB1865  ___________________________________________________________________
 AB1865  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AB1865  DYNAMIC HT  -         185.631 (meters)     609.02  (feet)  COMP
 AB1865  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 AB1865
 AB1865  VERT ORDER  -  FIRST     CLASS II
 AB1865
 AB1865.The horizontal coordinates were scaled from a topographic map and have
 AB1865.an estimated accuracy of +/- 6 seconds.
 AB1865
 AB1865.The orthometric height was determined by differential leveling
 AB1865.and adjusted by the National Geodetic Survey in September 1998..
 AB1865
 AB1865.The geoid height was determined by GEOID03.
 AB1865
 AB1865.The dynamic height is computed by dividing the NAVD 88
 AB1865.geopotential number by the normal gravity value computed on the
 AB1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1865.degrees latitude (g = 980.6199 gals.).
 AB1865
 AB1865.The modeled gravity was interpolated from observed gravity values.
 AB1865
 AB1865;                    North         East    Units  Estimated Accuracy
 AB1865;SPC SC       -   265,600.      506,650.      MT  (+/- 180 meters Scaled)
 AB1865
 AB1865                          SUPERSEDED SURVEY CONTROL
 AB1865
 AB1865.No superseded survey control is available for this station.
 AB1865
 AB1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT970874(NAD 83)
 AB1865_MARKER: DD = SURVEY DISK
 AB1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1865_STAMPING: 24 028 1994
 AB1865_MARK LOGO: SCGS  
 AB1865_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1865+STABILITY: SURFACE MOTION
 AB1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1865+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1865
 AB1865  HISTORY     - Date     Condition        Report By
 AB1865  HISTORY     - 1994     MONUMENTED       SCGS
 AB1865  HISTORY     - 20010314 GOOD             USPSQD
 AB1865
 AB1865                          STATION DESCRIPTION
 AB1865
 AB1865'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1865'STATION IS LOCATED 3.4 MILES (5.5 KM) NORTHEAST OF GREENWOOD.
 AB1865'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1865'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1865'JUNCTION OF STATE HIGHWAYS 72 (REYNOLDS AVENUE) , U.S.  HIGHWAY 221
 AB1865'AND BYPASS U.S.  HIGHWAYS 25, 178, 221 AND 72 AT THE NORTHEAST EDGE OF
 AB1865'GREENWOOD, GO NORTHEAST ON HIGHWAYS 72 AND 221 FOR 1.9 MILES (3.1 KM)
 AB1865'TO THE STATION NEAR A POWER POLE IN THE EAST ANGLE OF THE JUNCTION OF
 AB1865'STATE ROAD 51 (OLD BRICKYARD ROAD) .  STATION IS A CONCRETE POST FLUSH
 AB1865'WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE HIGHWAY, 25.9 FEET (7.9
 AB1865'M) NORTHEAST OF THE CENTER OF ROAD 51, 40.2 FEET (12.3 M) SOUTHEAST OF
 AB1865'THE CENTER OF THE HIGHWAY, 73.2 FEET (22.3 M) EAST NORTHEAST OF A FIRE
 AB1865'HYDRANT, 4.2 FEET (1.3 M) EAST OF THE POWER POLE NUMBER 278/106 WITH
 AB1865'TWO GUY WIRES, 5.4 FEET (1.6 M) SOUTHEAST OF A WITNESS POST BESIDE A
 AB1865'STREET SIGN.  DESCRIBED BY R.W. ROBERTS.
 AB1865
 AB1865                          STATION RECOVERY (2001)
 AB1865
 AB1865'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1866 ***********************************************************************
 AB1866  DESIGNATION -  24 029
 AB1866  PID         -  AB1866
 AB1866  STATE/COUNTY-  SC/GREENWOOD
 AB1866  USGS QUAD   -  NINETY SIX (1978)
 AB1866
 AB1866                         *CURRENT SURVEY CONTROL
 AB1866  ___________________________________________________________________
 AB1866* NAD 83(1986)-  34 14 51.     (N)    082 05 57.     (W)     SCALED    
 AB1866* NAVD 88     -       148.972  (meters)     488.75   (feet)  ADJUSTED  
 AB1866  ___________________________________________________________________
 AB1866  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AB1866  DYNAMIC HT  -         148.823 (meters)     488.26  (feet)  COMP
 AB1866  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 AB1866
 AB1866  VERT ORDER  -  FIRST     CLASS II
 AB1866
 AB1866.The horizontal coordinates were scaled from a topographic map and have
 AB1866.an estimated accuracy of +/- 6 seconds.
 AB1866
 AB1866.The orthometric height was determined by differential leveling
 AB1866.and adjusted by the National Geodetic Survey in September 1998..
 AB1866
 AB1866.The geoid height was determined by GEOID03.
 AB1866
 AB1866.The dynamic height is computed by dividing the NAVD 88
 AB1866.geopotential number by the normal gravity value computed on the
 AB1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1866.degrees latitude (g = 980.6199 gals.).
 AB1866
 AB1866.The modeled gravity was interpolated from observed gravity values.
 AB1866
 AB1866;                    North         East    Units  Estimated Accuracy
 AB1866;SPC SC       -   268,260.      508,370.      MT  (+/- 180 meters Scaled)
 AB1866
 AB1866                          SUPERSEDED SURVEY CONTROL
 AB1866
 AB1866.No superseded survey control is available for this station.
 AB1866
 AB1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT987901(NAD 83)
 AB1866_MARKER: DD = SURVEY DISK
 AB1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1866_STAMPING: 24 029 1994
 AB1866_MARK LOGO: SCGS  
 AB1866_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1866+STABILITY: SURFACE MOTION
 AB1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1866+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1866
 AB1866  HISTORY     - Date     Condition        Report By
 AB1866  HISTORY     - 1994     MONUMENTED       SCGS
 AB1866  HISTORY     - 20000920 GOOD             USPSQD
 AB1866  HISTORY     - 20010331 GOOD             NGS
 AB1866
 AB1866                          STATION DESCRIPTION
 AB1866
 AB1866'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1866'STATION IS LOCATED 5.3 MILES (8.5 KM) NORTHEAST OF GREENWOOD.
 AB1866'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1866'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1866'JUNCTION OF STATE HIGHWAYS 72, 246 AND U.S.  HIGHWAY 221 IN CORONACA,
 AB1866'GO SOUTHWEST ON HIGHWAYS 72 AND 221 FOR 1.0 MILE (1.6 KM) TO THE
 AB1866'STATION NEAR A POWER POLE IN THE NORTH ANGLE OF A PAVED ROAD RIGHT
 AB1866'(CHRISTAN ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1866'AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 6.1 FEET (1.9 M) NORTHEAST OF
 AB1866'THE POWER POLE WITH FOUR GUY WIRES, 83.6 FEET (25.5 M) NORTHWEST OF
 AB1866'THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 51.3 FEET (15.6 M)
 AB1866'WEST SOUTHWEST OF A TELEPHONE JUNCTION BOX RP/868/14, 55.7 FEET (17.0
 AB1866'M) NORTH OF THE CENTER OF CHRISTAN ROAD, 288.9 FEET (88.1 M) WEST
 AB1866'SOUTHWEST OF A FIRE HYDRANT, 9.0 FEET (2.7 M) SOUTHWEST OF A WITNESS
 AB1866'POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1866
 AB1866                          STATION RECOVERY (2000)
 AB1866
 AB1866'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1866'RECOVERED IN GOOD CONDITION.
 AB1866
 AB1866                          STATION RECOVERY (2001)
 AB1866
 AB1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1866'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1868 ***********************************************************************
 AB1868  DESIGNATION -  24 030
 AB1868  PID         -  AB1868
 AB1868  STATE/COUNTY-  SC/GREENWOOD
 AB1868  USGS QUAD   -  WATERLOO (1971)
 AB1868
 AB1868                         *CURRENT SURVEY CONTROL
 AB1868  ___________________________________________________________________
 AB1868* NAD 83(1986)-  34 15 55.     (N)    082 05 00.     (W)     SCALED    
 AB1868* NAVD 88     -       175.097  (meters)     574.46   (feet)  ADJUSTED  
 AB1868  ___________________________________________________________________
 AB1868  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AB1868  DYNAMIC HT  -         174.921 (meters)     573.89  (feet)  COMP
 AB1868  MODELED GRAV-     979,630.4   (mgal)                       NAVD 88
 AB1868
 AB1868  VERT ORDER  -  FIRST     CLASS II
 AB1868
 AB1868.The horizontal coordinates were scaled from a topographic map and have
 AB1868.an estimated accuracy of +/- 6 seconds.
 AB1868
 AB1868.The orthometric height was determined by differential leveling
 AB1868.and adjusted by the National Geodetic Survey in September 1998..
 AB1868
 AB1868.The geoid height was determined by GEOID03.
 AB1868
 AB1868.The dynamic height is computed by dividing the NAVD 88
 AB1868.geopotential number by the normal gravity value computed on the
 AB1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1868.degrees latitude (g = 980.6199 gals.).
 AB1868
 AB1868.The modeled gravity was interpolated from observed gravity values.
 AB1868
 AB1868;                    North         East    Units  Estimated Accuracy
 AB1868;SPC SC       -   270,220.      509,850.      MT  (+/- 180 meters Scaled)
 AB1868
 AB1868                          SUPERSEDED SURVEY CONTROL
 AB1868
 AB1868.No superseded survey control is available for this station.
 AB1868
 AB1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT002921(NAD 83)
 AB1868_MARKER: DD = SURVEY DISK
 AB1868_SETTING: 66 = SET IN ROCK OUTCROP
 AB1868_STAMPING: 24 030 1994
 AB1868_MARK LOGO: SCGS  
 AB1868_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1868+STABILITY: POSITION/ELEVATION WELL
 AB1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1868+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1868
 AB1868  HISTORY     - Date     Condition        Report By
 AB1868  HISTORY     - 1994     MONUMENTED       SCGS
 AB1868  HISTORY     - 20000920 GOOD             USPSQD
 AB1868  HISTORY     - 20010331 GOOD             NGS
 AB1868
 AB1868                          STATION DESCRIPTION
 AB1868
 AB1868'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1868'STATION IS LOCATED 6.8 MILES (10.9 KM) NORTHEAST OF GREENWOOD.
 AB1868'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1868'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1868'JUNCTION OF STATE HIGHWAYS 72, 246 AND U.S.  HIGHWAY 221 IN CORONACA,
 AB1868'GO NORTHEAST ON HIGHWAYS 72 AND 221 FOR 0.55 MILE (0.89 KM) TO THE
 AB1868'JUNCTION OF STATE ROAD 98 (WILLARD ROAD) , CONTINUE ON HIGHWAYS 72 AND
 AB1868'221 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT IN A LARGE
 AB1868'OUTCROP AT THE WOODS LINE.  STATION IS A DRILL MARK IN OUTCROP AND 2.0
 AB1868'FEET (0.6 M) ABOVE THE HIGHWAY, 46.2 FEET (14.1 M) NORTHWEST OF THE
 AB1868'CENTER OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 11.2 FEET (3.4 M)
 AB1868'SOUTH SOUTHWEST OF A 1.2-FOOT CEDAR TREE, 23.4 FEET (7.1 M) WEST
 AB1868'NORTHWEST OF A WITNESS POST BESIDE A HIGHWAY SIGN POST. DESCRIBED BY
 AB1868'R.W.  ROBERTS.
 AB1868
 AB1868                          STATION RECOVERY (2000)
 AB1868
 AB1868'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC)
 AB1868'RECOVERED IN GOOD CONDITION.
 AB1868
 AB1868                          STATION RECOVERY (2001)
 AB1868
 AB1868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1868'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1869 ***********************************************************************
 AB1869  DESIGNATION -  24 031
 AB1869  PID         -  AB1869
 AB1869  STATE/COUNTY-  SC/GREENWOOD
 AB1869  USGS QUAD   -  WATERLOO (1971)
 AB1869
 AB1869                         *CURRENT SURVEY CONTROL
 AB1869  ___________________________________________________________________
 AB1869* NAD 83(1986)-  34 16 26.     (N)    082 04 14.     (W)     SCALED    
 AB1869* NAVD 88     -       151.780  (meters)     497.96   (feet)  ADJUSTED  
 AB1869  ___________________________________________________________________
 AB1869  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AB1869  DYNAMIC HT  -         151.627 (meters)     497.46  (feet)  COMP
 AB1869  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 AB1869
 AB1869  VERT ORDER  -  FIRST     CLASS II
 AB1869
 AB1869.The horizontal coordinates were scaled from a topographic map and have
 AB1869.an estimated accuracy of +/- 6 seconds.
 AB1869
 AB1869.The orthometric height was determined by differential leveling
 AB1869.and adjusted by the National Geodetic Survey in September 1998..
 AB1869
 AB1869.The geoid height was determined by GEOID03.
 AB1869
 AB1869.The dynamic height is computed by dividing the NAVD 88
 AB1869.geopotential number by the normal gravity value computed on the
 AB1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1869.degrees latitude (g = 980.6199 gals.).
 AB1869
 AB1869.The modeled gravity was interpolated from observed gravity values.
 AB1869
 AB1869;                    North         East    Units  Estimated Accuracy
 AB1869;SPC SC       -   271,160.      511,030.      MT  (+/- 180 meters Scaled)
 AB1869
 AB1869                          SUPERSEDED SURVEY CONTROL
 AB1869
 AB1869.No superseded survey control is available for this station.
 AB1869
 AB1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT014930(NAD 83)
 AB1869_MARKER: DD = SURVEY DISK
 AB1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1869_STAMPING: 24 031 1994
 AB1869_MARK LOGO: SCGS  
 AB1869_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1869+STABILITY: SURFACE MOTION
 AB1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1869+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1869
 AB1869  HISTORY     - Date     Condition        Report By
 AB1869  HISTORY     - 1994     MONUMENTED       SCGS
 AB1869
 AB1869                          STATION DESCRIPTION
 AB1869
 AB1869'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1869'STATION IS LOCATED 7.7 MILES (12.4 KM) NORTHEAST OF GREENWOOD.
 AB1869'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1869'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1869'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 72, 3.0 MILES (4.8 KM)
 AB1869'NORTHEAST OF CORONACA, GO WEST ON HIGHWAYS 72 AND 221 FOR 1.8 MILES
 AB1869'(2.9 KM) TO THE JUNCTION OF STATE ROAD 545 (PHILLIPS CIRCLE) , TURN
 AB1869'LEFT ON ROAD 545 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT
 AB1869'NEAR A POWER POLE IN THE BACK YARD OF A CINDER BLOCK HOUSE.  STATION
 AB1869'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 26.1
 AB1869'FEET (8.0 M) WEST OF THE CENTER OF THE ROAD, 96.5 FEET (29.4 M) NORTH
 AB1869'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 49.7 FEET (15.1 M)
 AB1869'NORTH OF THE NORTHEAST CORNER OF A CINDER BLOCK WELL HOUSE, 4.2 FEET
 AB1869'(1.3 M) SOUTH OF THE POWER POLE WITH FOUR GUY WIRES AND A TRANSFORMER,
 AB1869'14.7 FEET (4.5 M) NORTHWEST OF THE NORTH END OF A 1.2-FOOT CONCRETE
 AB1869'PIPE CULVERT BENEATH AN UNUSED GRASSY DRIVE LEADING WEST, 3.7 FEET
 AB1869'(1.1 M) SOUTH OF A WITNESS POST. DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2086 ***********************************************************************
 DD2086  DESIGNATION -  24 39 MEA
 DD2086  PID         -  DD2086
 DD2086  STATE/COUNTY-  SC/HORRY
 DD2086  USGS QUAD   -  DONGOLA (1980)
 DD2086
 DD2086                         *CURRENT SURVEY CONTROL
 DD2086  ___________________________________________________________________
 DD2086* NAD 83(1986)-  33 50 07.     (N)    079 10 02.     (W)     SCALED    
 DD2086* NAVD 88     -         6.993  (meters)      22.94   (feet)  ADJUSTED  
 DD2086  ___________________________________________________________________
 DD2086  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DD2086  DYNAMIC HT  -           6.986 (meters)      22.92  (feet)  COMP
 DD2086  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 DD2086
 DD2086  VERT ORDER  -  FIRST     CLASS II
 DD2086
 DD2086.The horizontal coordinates were scaled from a topographic map and have
 DD2086.an estimated accuracy of +/- 6 seconds.
 DD2086
 DD2086.The orthometric height was determined by differential leveling
 DD2086.and adjusted by the National Geodetic Survey in June 1991..
 DD2086
 DD2086.The geoid height was determined by GEOID03.
 DD2086
 DD2086.The dynamic height is computed by dividing the NAVD 88
 DD2086.geopotential number by the normal gravity value computed on the
 DD2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2086.degrees latitude (g = 980.6199 gals.).
 DD2086
 DD2086.The modeled gravity was interpolated from observed gravity values.
 DD2086
 DD2086;                    North         East    Units  Estimated Accuracy
 DD2086;SPC SC       -   223,510.      779,200.      MT  (+/- 180 meters Scaled)
 DD2086
 DD2086                          SUPERSEDED SURVEY CONTROL
 DD2086
 DD2086  NGVD 29 (03/21/89)    7.298  (m)           23.94   (f) ADJUSTED    1 2
 DD2086
 DD2086.Superseded values are not recommended for survey control.
 DD2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2086.See file dsdata.txt to determine how the superseded data were derived.
 DD2086
 DD2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT695454(NAD 83)
 DD2086_MARKER: DD = SURVEY DISK
 DD2086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD2086_SP_SET: HEADWALL OF CULVERT
 DD2086_STAMPING: 24 39 MEA 1984
 DD2086_MARK LOGO: USGS  
 DD2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2086+STABILITY: SURFACE MOTION
 DD2086
 DD2086  HISTORY     - Date     Condition        Report By
 DD2086  HISTORY     - 1984     MONUMENTED       USGS
 DD2086  HISTORY     - 1986     GOOD             SCGS
 DD2086
 DD2086                          STATION DESCRIPTION
 DD2086
 DD2086'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2086'10.5 KM (6.5 MI) WEST FROM CONWAY.
 DD2086'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2086'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2086'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 10.3
 DD2086'KM (6.4 MI) WESTERLY ALONG HIGHWAY 378, SET IN THE WEST END OF A
 DD2086'HEADWALL AT THE SOUTH END OF A BOX CULVERT UNDER THE HIGHWAY AT A
 DD2086'SWAMP, 0.4 KM (0.25 MI) EAST OF THE JUNCTION OF STATE ROAD 63, 6.25
 DD2086'METERS (20.5 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 0.25 METER (0.8
 DD2086'FT) EAST OF THE END THE HEADWALL.
 DD2086'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 DD2086'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2918 ***********************************************************************
 CK2918  DESIGNATION -  24 RFJ
 CK2918  PID         -  CK2918
 CK2918  STATE/COUNTY-  SC/COLLETON
 CK2918  USGS QUAD   -  JACKSONBORO (1979)
 CK2918
 CK2918                         *CURRENT SURVEY CONTROL
 CK2918  ___________________________________________________________________
 CK2918* NAD 83(1986)-  32 46 31.     (N)    080 27 41.     (W)     SCALED    
 CK2918* NAVD 88     -         8.374  (meters)      27.47   (feet)  ADJUSTED  
 CK2918  ___________________________________________________________________
 CK2918  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 CK2918  DYNAMIC HT  -           8.365 (meters)      27.44  (feet)  COMP
 CK2918  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 CK2918
 CK2918  VERT ORDER  -  FIRST     CLASS II
 CK2918
 CK2918.The horizontal coordinates were scaled from a topographic map and have
 CK2918.an estimated accuracy of +/- 6 seconds.
 CK2918
 CK2918.The orthometric height was determined by differential leveling
 CK2918.and adjusted by the National Geodetic Survey in June 1991..
 CK2918
 CK2918.The geoid height was determined by GEOID03.
 CK2918
 CK2918.The dynamic height is computed by dividing the NAVD 88
 CK2918.geopotential number by the normal gravity value computed on the
 CK2918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2918.degrees latitude (g = 980.6199 gals.).
 CK2918
 CK2918.The modeled gravity was interpolated from observed gravity values.
 CK2918
 CK2918;                    North         East    Units  Estimated Accuracy
 CK2918;SPC SC       -   104,600.      660,060.      MT  (+/- 180 meters Scaled)
 CK2918
 CK2918                          SUPERSEDED SURVEY CONTROL
 CK2918
 CK2918  NGVD 29 (03/21/89)    8.662  (m)           28.42   (f) ADJUSTED    1 2
 CK2918
 CK2918.Superseded values are not recommended for survey control.
 CK2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2918.See file dsdata.txt to determine how the superseded data were derived.
 CK2918
 CK2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS504265(NAD 83)
 CK2918_MARKER: DD = SURVEY DISK
 CK2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2918_SP_SET: CONCRETE POST
 CK2918_STAMPING: 29 24 RFJ 1972
 CK2918_MARK LOGO: USGS  
 CK2918_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2918+STABILITY: SURFACE MOTION
 CK2918
 CK2918  HISTORY     - Date     Condition        Report By
 CK2918  HISTORY     - 1972     MONUMENTED       USGS
 CK2918  HISTORY     - 1983     GOOD             SCGS
 CK2918  HISTORY     - 20051010 MARK NOT FOUND   SCGS
 CK2918
 CK2918                          STATION DESCRIPTION
 CK2918
 CK2918'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2918'IN JACKSONBORO.
 CK2918'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG STATE HIGHWAY 64 FROM THE
 CK2918'JUNCTION OF U.S. HIGHWAY 17 IN JACKSONBORO, SET NEAR A POWER POLE WITH
 CK2918'WIRES CROSSING THE HIGHWAY, 11.4 METERS (37.6 FEET) SOUTHWEST OF THE
 CK2918'CENTERLINE OF THE HIGHWAY, 23.8 METERS (78.0 FEET) EAST-SOUTHEAST OF
 CK2918'AN 80-INCH LONE PECAN TREE, 14.8 METERS (48.8 FEET) SOUTHEAST OF THE
 CK2918'APPROXIMATE CENTER OF A DRIVEWAY, 0.5 METER (1.6 FEET) NORTHWEST OF
 CK2918'THE POWER POLE NUMBER 147819.
 CK2918'THE MARK IS 0.30 METERS  ENE FROM A WITNESS POST.
 CK2918'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2918
 CK2918                          STATION RECOVERY (2005)
 CK2918
 CK2918'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK2918'THE AREA DESCRIBED HAS BEEN CHANGED DUE TO CONSTRUCTION OF A RUN-OFF
 CK2918'POND AND A CONVENIENCE STORE, 15 MINUTE SEARCH WAS CONDUCTED WITH NO
 CK2918'RESULTS, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9537 ***********************************************************************
 DH9537  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9537  DESIGNATION -  2432+0
 DH9537  PID         -  DH9537
 DH9537  STATE/COUNTY-  SC/COLLETON
 DH9537  USGS QUAD   -  BENNETTS POINT (1960)
 DH9537
 DH9537                         *CURRENT SURVEY CONTROL
 DH9537  ___________________________________________________________________
 DH9537* NAD 83(2001)-  32 31 11.30450(N)    080 27 55.37514(W)     ADJUSTED  
 DH9537* NAVD 88     -         1.02   (meters)       3.3    (feet)  GPS OBS   
 DH9537  ___________________________________________________________________
 DH9537  X           -     891,702.821 (meters)                     COMP
 DH9537  Y           -  -5,308,899.145 (meters)                     COMP
 DH9537  Z           -   3,409,158.855 (meters)                     COMP
 DH9537  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DH9537  ELLIP HEIGHT-         -30.90  (meters)          (05/04/06) GPS OBS
 DH9537  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DH9537
 DH9537  HORZ ORDER  -  FIRST
 DH9537  ELLP ORDER  -  FOURTH    CLASS II
 DH9537
 DH9537.The horizontal coordinates were established by GPS observations
 DH9537.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9537
 DH9537.The orthometric height was determined by GPS observations and a
 DH9537.high-resolution geoid model using precise GPS observation and
 DH9537.processing techniques.
 DH9537
 DH9537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9537
 DH9537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9537
 DH9537.The ellipsoidal height was determined by GPS observations
 DH9537.and is referenced to NAD 83.
 DH9537
 DH9537.The geoid height was determined by GEOID03.
 DH9537
 DH9537;                    North         East     Units Scale Factor Converg.
 DH9537;SPC SC       -    76,263.209   659,830.083   MT  0.99999308   +0 17 47.0
 DH9537;SPC SC       -   250,207.38  2,164,796.86   iFT  0.99999308   +0 17 47.0
 DH9537;UTM  17      - 3,598,180.661   550,210.872   MT  0.99963109   +0 17 14.7
 DH9537
 DH9537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9537!SPC SC       -   1.00000485  x   0.99999308  =   0.99999793
 DH9537!UTM  17      -   1.00000485  x   0.99963109  =   0.99963594
 DH9537
 DH9537                          SUPERSEDED SURVEY CONTROL
 DH9537
 DH9537.No superseded survey control is available for this station.
 DH9537
 DH9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5021198181(NAD 83)
 DH9537_MARKER: DD = SURVEY DISK
 DH9537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9537_STAMPING: 2432+0 400
 DH9537_MARK LOGO: USE   
 DH9537_PROJECTION: PROJECTING 15 CENTIMETERS
 DH9537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9537+STABILITY: SURFACE MOTION
 DH9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9537+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DH9537
 DH9537  HISTORY     - Date     Condition        Report By
 DH9537  HISTORY     - UNK      MONUMENTED       USE
 DH9537  HISTORY     - 20051207 GOOD             SCGS
 DH9537
 DH9537                          STATION DESCRIPTION
 DH9537
 DH9537'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DH9537'STATION IS LOCATED ALONG THE INTRACOASTAL WATERWAY, ON THE NORTH SIDE
 DH9537'OF THE ASHEPOO COOSAW CUTOFF AT ROCK CREEK, 8.1 MILES WEST NORTHWEST
 DH9537'OF EDISTO BEACH, 13.4 MILES EAST NORTHEAST OF BEAUFORT, 15.3 MI SSW OF
 DH9537'ADAMS RUN, 29.0 MILES SOUTH SOUTHEAST OF WALTERBORO. OWNERSHIP--STATE
 DH9537'OF SOUTH CAROLINA.   STATION IS A CONCRETE POST PROJECTING 0.5 FOOT.
 DH9537'NOTE-STATION IS ACCESSIBLE BY BOAT ONLY. RECOVERY BY L.A.  LAPINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7061 ***********************************************************************
 AJ7061  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7061  DESIGNATION -  24395 A
 AJ7061  PID         -  AJ7061
 AJ7061  STATE/COUNTY-  SC/KERSHAW
 AJ7061  USGS QUAD   -  CAMDEN SOUTH (1953)
 AJ7061
 AJ7061                         *CURRENT SURVEY CONTROL
 AJ7061  ___________________________________________________________________
 AJ7061* NAD 83(2001)-  34 13 15.40848(N)    080 35 45.32865(W)     ADJUSTED  
 AJ7061* NAVD 88     -        47.03   (meters)     154.3    (feet)  GPS OBS   
 AJ7061  ___________________________________________________________________
 AJ7061  X           -     862,654.377 (meters)                     COMP
 AJ7061  Y           -  -5,208,573.428 (meters)                     COMP
 AJ7061  Z           -   3,566,747.399 (meters)                     COMP
 AJ7061  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AJ7061  ELLIP HEIGHT-          15.89  (meters)          (03/13/03) GPS OBS
 AJ7061  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AJ7061
 AJ7061  HORZ ORDER  -  FIRST
 AJ7061  ELLP ORDER  -  FOURTH    CLASS II
 AJ7061
 AJ7061.The horizontal coordinates were established by GPS observations
 AJ7061.and adjusted by the National Geodetic Survey in March 2003..
 AJ7061
 AJ7061.The orthometric height was determined by GPS observations and a
 AJ7061.high-resolution geoid model using precise GPS observation and
 AJ7061.processing techniques.
 AJ7061
 AJ7061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7061
 AJ7061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7061
 AJ7061.The ellipsoidal height was determined by GPS observations
 AJ7061.and is referenced to NAD 83.
 AJ7061
 AJ7061.The geoid height was determined by GEOID03.
 AJ7061
 AJ7061;                    North         East     Units Scale Factor Converg.
 AJ7061;SPC SC       -   264,851.866   646,827.431   MT  0.99983988   +0 13 26.5
 AJ7061;SPC SC       -   868,936.57  2,122,137.24   iFT  0.99983988   +0 13 26.5
 AJ7061;UTM  17      - 3,786,728.371   537,218.709   MT  0.99961707   +0 13 38.1
 AJ7061
 AJ7061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7061!SPC SC       -   0.99999751  x   0.99983988  =   0.99983739
 AJ7061!UTM  17      -   0.99999751  x   0.99961707  =   0.99961458
 AJ7061
 AJ7061|---------------------------------------------------------------------|
 AJ7061| PID    Reference Object                     Distance      Geod. Az  |
 AJ7061|                                                           dddmmss.s |
 AJ7061| EC3129 28 022                              310.372 METERS 29555     |
 AJ7061|---------------------------------------------------------------------|
 AJ7061
 AJ7061                          SUPERSEDED SURVEY CONTROL
 AJ7061
 AJ7061  NAD 83(1986)-  34 13 15.42231(N)    080 35 45.32899(W) AD(       ) 1
 AJ7061  NAD 83(1995)-  34 13 15.40842(N)    080 35 45.32849(W) AD(       ) 1
 AJ7061  ELLIP H (01/10/02)   15.88   (m)                       GP(       ) 4 1
 AJ7061
 AJ7061.Superseded values are not recommended for survey control.
 AJ7061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7061.See file dsdata.txt to determine how the superseded data were derived.
 AJ7061
 AJ7061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3721986728(NAD 83)
 AJ7061_MARKER: DD = SURVEY DISK
 AJ7061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7061_STAMPING: 24395 A 2000
 AJ7061_MARK LOGO: SCDOT 
 AJ7061_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ7061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7061+STABILITY: SURFACE MOTION
 AJ7061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7061+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2000
 AJ7061
 AJ7061  HISTORY     - Date     Condition        Report By
 AJ7061  HISTORY     - 2000     MONUMENTED       SCDOT
 AJ7061  HISTORY     - 20000314 GOOD             SCGS
 AJ7061
 AJ7061                          STATION DESCRIPTION
 AJ7061
 AJ7061'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ7061'STATION IS LOCATED 2.3 MILES (3.7 KM) SOUTH SOUTHEAST OF CAMDEN.
 AJ7061'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AJ7061'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AJ7061'JUNCTION OVERPASS OF INTERSTATE 20 AND U.S.  HIGHWAY 521 (SUMTER
 AJ7061'HIGHWAY) , 2.4 MILES (3.9 KM) SOUTH SOUTHEAST OF CAMDEN, GO NORTH
 AJ7061'NORTHWEST ON HIGHWAY 521 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE
 AJ7061'LEFT IN A GRASSY MEDIAN.  STATION IS A CONCRETE POST FLUSH WITH THE
 AJ7061'GROUND AND 0.5 FOOT (15.2 CM) BELOW THE SOUTHEAST BOUND LANES OF
 AJ7061'HIGHWAY 521, 21.5 FEET (6.6 M) EATS NORTHEAST OF THE CENTER OF THE
 AJ7061'SOUTHEAST BOUND LANES OF THE HIGHWAY, 9.0 FEET (2.7 M) SOUTHWEST OF
 AJ7061'THE WEST CORNER OF A 4-FOOT SQUARE CONCRETE COVER FOR A STORM DRAIN,
 AJ7061'9.5 FEET (2.9 M) WEST OF THE SOUTH CORNER OF A 4-FOOT SQUARE CONCRETE
 AJ7061'COVER FOR A STORM DRAIN, 153.2 FEET (46.7 M) NORTHWEST OF THE
 AJ7061'NORTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A CROSSOVER
 AJ7061'ACCESS ROAD, 9.4 FEET (2.9 M) SOUTHWEST OF A WITNESS POST.
 AJ7061'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 24395 B.  RECOVERED
 AJ7061'BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7062 ***********************************************************************
 AJ7062  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7062  DESIGNATION -  24395 B
 AJ7062  PID         -  AJ7062
 AJ7062  STATE/COUNTY-  SC/KERSHAW
 AJ7062  USGS QUAD   -  CAMDEN SOUTH (1953)
 AJ7062
 AJ7062                         *CURRENT SURVEY CONTROL
 AJ7062  ___________________________________________________________________
 AJ7062* NAD 83(2001)-  34 12 57.71680(N)    080 35 31.33536(W)     ADJUSTED  
 AJ7062* NAVD 88     -        46.21   (meters)     151.6    (feet)  GPS OBS   
 AJ7062  ___________________________________________________________________
 AJ7062  X           -     863,057.728 (meters)                     COMP
 AJ7062  Y           -  -5,208,816.639 (meters)                     COMP
 AJ7062  Z           -   3,566,296.157 (meters)                     COMP
 AJ7062  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AJ7062  ELLIP HEIGHT-          15.05  (meters)          (03/13/03) GPS OBS
 AJ7062  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AJ7062
 AJ7062  HORZ ORDER  -  FIRST
 AJ7062  ELLP ORDER  -  FOURTH    CLASS II
 AJ7062
 AJ7062.The horizontal coordinates were established by GPS observations
 AJ7062.and adjusted by the National Geodetic Survey in March 2003..
 AJ7062
 AJ7062.The orthometric height was determined by GPS observations and a
 AJ7062.high-resolution geoid model using precise GPS observation and
 AJ7062.processing techniques.
 AJ7062
 AJ7062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7062
 AJ7062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7062
 AJ7062.The ellipsoidal height was determined by GPS observations
 AJ7062.and is referenced to NAD 83.
 AJ7062
 AJ7062.The geoid height was determined by GEOID03.
 AJ7062
 AJ7062;                    North         East     Units Scale Factor Converg.
 AJ7062;SPC SC       -   264,308.233   647,187.692   MT  0.99983905   +0 13 34.2
 AJ7062;SPC SC       -   867,153.00  2,123,319.20   iFT  0.99983905   +0 13 34.2
 AJ7062;UTM  17      - 3,786,184.879   537,578.920   MT  0.99961741   +0 13 45.9
 AJ7062
 AJ7062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7062!SPC SC       -   0.99999764  x   0.99983905  =   0.99983669
 AJ7062!UTM  17      -   0.99999764  x   0.99961741  =   0.99961505
 AJ7062
 AJ7062:                Primary Azimuth Mark                     Grid Az
 AJ7062:SPC SC       -  24395 A                                  326 28 04.5
 AJ7062:UTM  17      -  24395 A                                  326 27 52.8
 AJ7062
 AJ7062|---------------------------------------------------------------------|
 AJ7062| PID    Reference Object                     Distance      Geod. Az  |
 AJ7062|                                                           dddmmss.s |
 AJ7062| AJ7061 24395 A                             APPROX. 0.7 KM 3264138.7 |
 AJ7062|---------------------------------------------------------------------|
 AJ7062
 AJ7062                          SUPERSEDED SURVEY CONTROL
 AJ7062
 AJ7062  NAD 83(1986)-  34 12 57.73054(N)    080 35 31.33565(W) AD(       ) 1
 AJ7062  NAD 83(1995)-  34 12 57.71671(N)    080 35 31.33517(W) AD(       ) 1
 AJ7062  ELLIP H (01/10/02)   15.05   (m)                       GP(       ) 4 1
 AJ7062
 AJ7062.Superseded values are not recommended for survey control.
 AJ7062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7062.See file dsdata.txt to determine how the superseded data were derived.
 AJ7062
 AJ7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3757986185(NAD 83)
 AJ7062_MARKER: DD = SURVEY DISK
 AJ7062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7062_STAMPING: 24395 B 2000
 AJ7062_MARK LOGO: SCDOT 
 AJ7062_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ7062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7062+STABILITY: SURFACE MOTION
 AJ7062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7062+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2000
 AJ7062
 AJ7062  HISTORY     - Date     Condition        Report By
 AJ7062  HISTORY     - 2000     MONUMENTED       SCDOT
 AJ7062  HISTORY     - 20000314 GOOD             SCGS
 AJ7062
 AJ7062                          STATION DESCRIPTION
 AJ7062
 AJ7062'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ7062'STATION IS LOCATED 2.3 MILES (3.7 KM) SOUTH SOUTHEAST OF CAMDEN.
 AJ7062'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AJ7062'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AJ7062'JUNCTION OVERPASS OF INTERSTATE 20 AND U.S.  HIGHWAY 521 (SUMTER
 AJ7062'HIGHWAY) , 2.4 MILES (3.9 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH
 AJ7062'SOUTHEAST ON HIGHWAY 521 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AJ7062'LEFT IN A GRASSY MEDIAN.  STATION IS A CONCRETE POST FLUSH WITH THE
 AJ7062'GROUND AND 0.5 FOOT (15.2 CM) BELOW THE SOUTHEAST BOUND LANES OF
 AJ7062'HIGHWAY 521, 18.8 FEET (5.7 M) EAST NORTHEAST OF THE CENTER OF THE
 AJ7062'SOUTHEAST BOUND LANES OF HIGHWAY 521, 39.5 FEET (12.0 M) WEST
 AJ7062'SOUTHWEST OF THE CENTER OF THE NORTHWEST BOUND LANES OF THE HIGHWAY,
 AJ7062'36.3 FEET (11.1 M) SOUTH OF A WITNESS POST AT A ONE-WAY SIGN POST.
 AJ7062'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 24395 A.  RECOVERED
 AJ7062'BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7063 ***********************************************************************
 AJ7063  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7063  DESIGNATION -  24395 C
 AJ7063  PID         -  AJ7063
 AJ7063  STATE/COUNTY-  SC/KERSHAW
 AJ7063  USGS QUAD   -  CAMDEN SOUTH (1953)
 AJ7063
 AJ7063                         *CURRENT SURVEY CONTROL
 AJ7063  ___________________________________________________________________
 AJ7063* NAD 83(2001)-  34 10 37.00374(N)    080 34 17.86305(W)     ADJUSTED  
 AJ7063* NAVD 88     -        53.64   (meters)     176.0    (feet)  GPS OBS   
 AJ7063  ___________________________________________________________________
 AJ7063  X           -     865,313.258 (meters)                     COMP
 AJ7063  Y           -  -5,210,918.791 (meters)                     COMP
 AJ7063  Z           -   3,562,714.095 (meters)                     COMP
 AJ7063  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AJ7063  ELLIP HEIGHT-          22.38  (meters)          (03/13/03) GPS OBS
 AJ7063  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 AJ7063
 AJ7063  HORZ ORDER  -  FIRST
 AJ7063  ELLP ORDER  -  FOURTH    CLASS II
 AJ7063
 AJ7063.The horizontal coordinates were established by GPS observations
 AJ7063.and adjusted by the National Geodetic Survey in March 2003..
 AJ7063
 AJ7063.The orthometric height was determined by GPS observations and a
 AJ7063.high-resolution geoid model using precise GPS observation and
 AJ7063.processing techniques.
 AJ7063
 AJ7063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7063
 AJ7063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7063
 AJ7063.The ellipsoidal height was determined by GPS observations
 AJ7063.and is referenced to NAD 83.
 AJ7063
 AJ7063.The geoid height was determined by GEOID03.
 AJ7063
 AJ7063;                    North         East     Units Scale Factor Converg.
 AJ7063;SPC SC       -   259,980.832   649,086.035   MT  0.99983279   +0 14 15.0
 AJ7063;SPC SC       -   852,955.49  2,129,547.36   iFT  0.99983279   +0 14 15.0
 AJ7063;UTM  17      - 3,781,858.526   539,477.091   MT  0.99961921   +0 14 26.3
 AJ7063
 AJ7063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7063!SPC SC       -   0.99999649  x   0.99983279  =   0.99982928
 AJ7063!UTM  17      -   0.99999649  x   0.99961921  =   0.99961570
 AJ7063
 AJ7063:                Primary Azimuth Mark                     Grid Az
 AJ7063:SPC SC       -  24395 D                                  064 41 19.9
 AJ7063:UTM  17      -  24395 D                                  064 41 08.6
 AJ7063
 AJ7063|---------------------------------------------------------------------|
 AJ7063| PID    Reference Object                     Distance      Geod. Az  |
 AJ7063|                                                           dddmmss.s |
 AJ7063| AJ7064 24395 D                             484.847 METERS 0645534.9 |
 AJ7063|---------------------------------------------------------------------|
 AJ7063
 AJ7063                          SUPERSEDED SURVEY CONTROL
 AJ7063
 AJ7063  NAD 83(1986)-  34 10 37.01652(N)    080 34 17.86304(W) AD(       ) 1
 AJ7063  NAD 83(1995)-  34 10 37.00344(N)    080 34 17.86279(W) AD(       ) 1
 AJ7063  ELLIP H (01/10/02)   22.39   (m)                       GP(       ) 4 1
 AJ7063
 AJ7063.Superseded values are not recommended for survey control.
 AJ7063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7063.See file dsdata.txt to determine how the superseded data were derived.
 AJ7063
 AJ7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3947781859(NAD 83)
 AJ7063_MARKER: DD = SURVEY DISK
 AJ7063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7063_STAMPING: 24395 C 2000
 AJ7063_MARK LOGO: SCDOT 
 AJ7063_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ7063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7063+STABILITY: SURFACE MOTION
 AJ7063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7063+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2000
 AJ7063
 AJ7063  HISTORY     - Date     Condition        Report By
 AJ7063  HISTORY     - 2000     MONUMENTED       SCDOT
 AJ7063  HISTORY     - 20000314 GOOD             SCGS
 AJ7063
 AJ7063                          STATION DESCRIPTION
 AJ7063
 AJ7063'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ7063'STATION IS LOCATED 5.2 MILES (8.4 KM) SOUTHEAST OF CAMDEN, 6.0 MILES
 AJ7063'(9.7 KM) NORTH OF REMBERT.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ7063'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ7063'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AJ7063'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 AJ7063'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 0.9 MILE
 AJ7063'(1.4 KM) TO THE JUNCTION OF STATE ROAD 94 (TOMBFIELD ROAD) , TURN LEFT
 AJ7063'ON ROAD 94 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT IN THE
 AJ7063'SHOULDER OF THE ROAD.  STATION IS CONCRETE POST RECESSED 0.7 FOOT
 AJ7063'(21.3 CM) AND 1.0 FOOT (0.3 M) BELOW ROAD 94, 13.0 FEET (4.0 M) SOUTH
 AJ7063'SOUTHEAST OF THE CENTER OF THE ROAD, 105.0 FEET (32.0 M) NORTHEAST OF
 AJ7063'A TALL WOODEN GATE POST WITH HOUSE NUMBER 911 SIGN, 143.7 FEET (43.8
 AJ7063'M) EAST NORTHEAST OF THE NORTHEAST CORNER OF AN IRON FENCE SURROUNDING
 AJ7063'A SMALL CEMETERY, 35.6 FEET (10.9 M) SOUTH SOUTHEAST OF A WITNESS POST
 AJ7063'ACROSS THE ROAD IN A FENCE LINE. NOTE-STATION IS INTERVISIBLE WITH
 AJ7063'SURVEY STATION 24395 D.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7064 ***********************************************************************
 AJ7064  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7064  DESIGNATION -  24395 D
 AJ7064  PID         -  AJ7064
 AJ7064  STATE/COUNTY-  SC/KERSHAW
 AJ7064  USGS QUAD   -  CAMDEN SOUTH (1953)
 AJ7064
 AJ7064                         *CURRENT SURVEY CONTROL
 AJ7064  ___________________________________________________________________
 AJ7064* NAD 83(2001)-  34 10 43.67176(N)    080 34 00.71421(W)     ADJUSTED  
 AJ7064* NAVD 88     -        53.50   (meters)     175.5    (feet)  GPS OBS   
 AJ7064  ___________________________________________________________________
 AJ7064  X           -     865,727.554 (meters)                     COMP
 AJ7064  Y           -  -5,210,732.857 (meters)                     COMP
 AJ7064  Z           -   3,562,883.993 (meters)                     COMP
 AJ7064  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AJ7064  ELLIP HEIGHT-          22.24  (meters)          (03/13/03) GPS OBS
 AJ7064  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 AJ7064
 AJ7064  HORZ ORDER  -  FIRST
 AJ7064  ELLP ORDER  -  FOURTH    CLASS II
 AJ7064
 AJ7064.The horizontal coordinates were established by GPS observations
 AJ7064.and adjusted by the National Geodetic Survey in March 2003..
 AJ7064
 AJ7064.The orthometric height was determined by GPS observations and a
 AJ7064.high-resolution geoid model using precise GPS observation and
 AJ7064.processing techniques.
 AJ7064
 AJ7064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7064
 AJ7064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7064
 AJ7064.The ellipsoidal height was determined by GPS observations
 AJ7064.and is referenced to NAD 83.
 AJ7064
 AJ7064.The geoid height was determined by GEOID03.
 AJ7064
 AJ7064;                    North         East     Units Scale Factor Converg.
 AJ7064;SPC SC       -   260,188.086   649,524.263   MT  0.99983308   +0 14 24.5
 AJ7064;SPC SC       -   853,635.45  2,130,985.11   iFT  0.99983308   +0 14 24.5
 AJ7064;UTM  17      - 3,782,065.760   539,915.214   MT  0.99961964   +0 14 36.0
 AJ7064
 AJ7064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7064!SPC SC       -   0.99999651  x   0.99983308  =   0.99982959
 AJ7064!UTM  17      -   0.99999651  x   0.99961964  =   0.99961615
 AJ7064
 AJ7064:                Primary Azimuth Mark                     Grid Az
 AJ7064:SPC SC       -  24395 C                                  244 41 20.0
 AJ7064:UTM  17      -  24395 C                                  244 41 08.5
 AJ7064
 AJ7064|---------------------------------------------------------------------|
 AJ7064| PID    Reference Object                     Distance      Geod. Az  |
 AJ7064|                                                           dddmmss.s |
 AJ7064| AJ7063 24395 C                             484.847 METERS 2445544.5 |
 AJ7064|---------------------------------------------------------------------|
 AJ7064
 AJ7064                          SUPERSEDED SURVEY CONTROL
 AJ7064
 AJ7064  NAD 83(1986)-  34 10 43.68451(N)    080 34 00.71417(W) AD(       ) 1
 AJ7064  NAD 83(1995)-  34 10 43.67146(N)    080 34 00.71393(W) AD(       ) 1
 AJ7064  ELLIP H (01/10/02)   22.25   (m)                       GP(       ) 4 1
 AJ7064
 AJ7064.Superseded values are not recommended for survey control.
 AJ7064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7064.See file dsdata.txt to determine how the superseded data were derived.
 AJ7064
 AJ7064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3991582066(NAD 83)
 AJ7064_MARKER: DD = SURVEY DISK
 AJ7064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7064_STAMPING: 24395 D 2000
 AJ7064_MARK LOGO: SCDOT 
 AJ7064_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ7064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7064+STABILITY: SURFACE MOTION
 AJ7064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7064+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2000
 AJ7064
 AJ7064  HISTORY     - Date     Condition        Report By
 AJ7064  HISTORY     - 2000     MONUMENTED       SCDOT
 AJ7064  HISTORY     - 20000314 GOOD             SCGS
 AJ7064
 AJ7064                          STATION DESCRIPTION
 AJ7064
 AJ7064'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ7064'STATION IS LOCATED 5.2 MILES (8.4 KM) SOUTHEAST OF CAMDEN, 6.0 MILES
 AJ7064'(9.7 KM) NORTH OF REMBERT.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ7064'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ7064'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AJ7064'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 AJ7064'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 0.9 MILE
 AJ7064'(1.4 KM) TO THE JUNCTION OF STATE ROAD 94 (TOMBFIELD ROAD) , TURN LEFT
 AJ7064'ON ROAD 94 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE LEFT NEAR A
 AJ7064'POWER POLE.  STATION IS CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND
 AJ7064'1.0 FOOT (0.3 M) BELOW THE ROAD, 16.0 FEET (4.9 M) NORTH NORTHWEST OF
 AJ7064'THE CENTER OF THE ROAD, 8.5 FEET (2.6 M) SOUTH SOUTHEAST OF THE POWER
 AJ7064'POLE WITH GUY WIRE, 124.4 FEET (37.9 M) WEST SOUTHWEST OF THE
 AJ7064'SOUTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY
 AJ7064'TO HOUSE NUMBER 124, 8.0 FEET (2.4 M) SOUTH SOUTHEAST OF A WITNESS
 AJ7064'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 24395 C.
 AJ7064'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7065 ***********************************************************************
 AJ7065  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7065  DESIGNATION -  24395 E
 AJ7065  PID         -  AJ7065
 AJ7065  STATE/COUNTY-  SC/KERSHAW
 AJ7065  USGS QUAD   -  CAMDEN SOUTH (1953)
 AJ7065
 AJ7065                         *CURRENT SURVEY CONTROL
 AJ7065  ___________________________________________________________________
 AJ7065* NAD 83(2001)-  34 09 22.94549(N)    080 33 54.21358(W)     ADJUSTED  
 AJ7065* NAVD 88     -        53.69   (meters)     176.1    (feet)  GPS OBS   
 AJ7065  ___________________________________________________________________
 AJ7065  X           -     866,120.791 (meters)                     COMP
 AJ7065  Y           -  -5,212,083.731 (meters)                     COMP
 AJ7065  Z           -   3,560,825.993 (meters)                     COMP
 AJ7065  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AJ7065  ELLIP HEIGHT-          22.36  (meters)          (03/13/03) GPS OBS
 AJ7065  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 AJ7065
 AJ7065  HORZ ORDER  -  FIRST
 AJ7065  ELLP ORDER  -  FOURTH    CLASS II
 AJ7065
 AJ7065.The horizontal coordinates were established by GPS observations
 AJ7065.and adjusted by the National Geodetic Survey in March 2003..
 AJ7065
 AJ7065.The orthometric height was determined by GPS observations and a
 AJ7065.high-resolution geoid model using precise GPS observation and
 AJ7065.processing techniques.
 AJ7065
 AJ7065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7065
 AJ7065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7065
 AJ7065.The ellipsoidal height was determined by GPS observations
 AJ7065.and is referenced to NAD 83.
 AJ7065
 AJ7065.The geoid height was determined by GEOID03.
 AJ7065
 AJ7065;                    North         East     Units Scale Factor Converg.
 AJ7065;SPC SC       -   257,701.839   649,701.172   MT  0.99982968   +0 14 28.1
 AJ7065;SPC SC       -   845,478.47  2,131,565.52   iFT  0.99982968   +0 14 28.1
 AJ7065;UTM  17      - 3,779,580.048   540,092.222   MT  0.99961981   +0 14 39.1
 AJ7065
 AJ7065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7065!SPC SC       -   0.99999649  x   0.99982968  =   0.99982617
 AJ7065!UTM  17      -   0.99999649  x   0.99961981  =   0.99961630
 AJ7065
 AJ7065:                Primary Azimuth Mark                     Grid Az
 AJ7065:SPC SC       -  28 028                                   340 39 31.3
 AJ7065:UTM  17      -  28 028                                   340 39 20.3
 AJ7065
 AJ7065|---------------------------------------------------------------------|
 AJ7065| PID    Reference Object                     Distance      Geod. Az  |
 AJ7065|                                                           dddmmss.s |
 AJ7065| EC3135 28 028                              APPROX. 0.5 KM 3405359.4 |
 AJ7065|---------------------------------------------------------------------|
 AJ7065
 AJ7065                          SUPERSEDED SURVEY CONTROL
 AJ7065
 AJ7065  NAD 83(1986)-  34 09 22.95727(N)    080 33 54.21303(W) AD(       ) 1
 AJ7065  NAD 83(1995)-  34 09 22.94520(N)    080 33 54.21339(W) AD(       ) 1
 AJ7065  ELLIP H (01/10/02)   22.38   (m)                       GP(       ) 4 1
 AJ7065
 AJ7065.Superseded values are not recommended for survey control.
 AJ7065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7065.See file dsdata.txt to determine how the superseded data were derived.
 AJ7065
 AJ7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4009279580(NAD 83)
 AJ7065_MARKER: DD = SURVEY DISK
 AJ7065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7065_STAMPING: 24395 E 2000
 AJ7065_MARK LOGO: SCDOT 
 AJ7065_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ7065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7065+STABILITY: SURFACE MOTION
 AJ7065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7065+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2000
 AJ7065
 AJ7065  HISTORY     - Date     Condition        Report By
 AJ7065  HISTORY     - 2000     MONUMENTED       SCDOT
 AJ7065  HISTORY     - 20000314 GOOD             SCGS
 AJ7065
 AJ7065                          STATION DESCRIPTION
 AJ7065
 AJ7065'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ7065'STATION IS LOCATED 6.7 MILES (10.8 KM) SOUTH SOUTHEAST OF CAMDEN, 4.5
 AJ7065'MILES (7.2 KM) NORTH NORTHWEST OF REMBERT.  OWNERSHIP--SCDOT, DIRECTOR
 AJ7065'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ7065'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AJ7065'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 AJ7065'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 1.65 MILES
 AJ7065'(2.66 KM) TO THE JUNCTION OF STATE ROAD 92 (CANTEY LANE ROAD) ,
 AJ7065'CONTINUE ON HIGHWAY 521 FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE
 AJ7065'LEFT IN THE NORTHEAST ANGLE OF THE JUNCTION OF A SAND ROAD LEADING
 AJ7065'EAST.  STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET
 AJ7065'(0.5 M) ABOVE THE HIGHWAY, 24.5 FEET (7.5 M) EAST OF THE CENTER OF THE
 AJ7065'HIGHWAY, 7.4 FEET (2.3 M) NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX
 AJ7065'NUMBER 146, 65.5 FEET (20.0 M) SOUTH OF A POWER POLE JJ12BT, 21.0 FEET
 AJ7065'(6.4 M) NORTH OF THE CENTER OF THE ROAD, 6.2 FEET (1.9 M) SOUTHEAST OF
 AJ7065'A KERSHAW COUNTY 4-H SIGN POST, 16.7 FEET (5.1 M) NORTHEAST OF THE
 AJ7065'NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE SAND ROAD.
 AJ7065'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 28 028.  RECOVERED BY
 AJ7065'J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7066 ***********************************************************************
 AJ7066  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7066  DESIGNATION -  24395 G
 AJ7066  PID         -  AJ7066
 AJ7066  STATE/COUNTY-  SC/KERSHAW
 AJ7066  USGS QUAD   -  CAMDEN SOUTH (1953)
 AJ7066
 AJ7066                         *CURRENT SURVEY CONTROL
 AJ7066  ___________________________________________________________________
 AJ7066* NAD 83(2001)-  34 07 45.39960(N)    080 32 55.26759(W)     ADJUSTED  
 AJ7066* NAVD 88     -        59.47   (meters)     195.1    (feet)  GPS OBS   
 AJ7066  ___________________________________________________________________
 AJ7066  X           -     867,888.042 (meters)                     COMP
 AJ7066  Y           -  -5,213,504.695 (meters)                     COMP
 AJ7066  Z           -   3,558,341.598 (meters)                     COMP
 AJ7066  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AJ7066  ELLIP HEIGHT-          28.06  (meters)          (03/13/03) GPS OBS
 AJ7066  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AJ7066
 AJ7066  HORZ ORDER  -  FIRST
 AJ7066  ELLP ORDER  -  FOURTH    CLASS II
 AJ7066
 AJ7066.The horizontal coordinates were established by GPS observations
 AJ7066.and adjusted by the National Geodetic Survey in March 2003..
 AJ7066
 AJ7066.The orthometric height was determined by GPS observations and a
 AJ7066.high-resolution geoid model using precise GPS observation and
 AJ7066.processing techniques.
 AJ7066
 AJ7066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7066
 AJ7066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7066
 AJ7066.The ellipsoidal height was determined by GPS observations
 AJ7066.and is referenced to NAD 83.
 AJ7066
 AJ7066.The geoid height was determined by GEOID03.
 AJ7066
 AJ7066;                    North         East     Units Scale Factor Converg.
 AJ7066;SPC SC       -   254,703.227   651,223.945   MT  0.99982578   +0 15 00.8
 AJ7066;SPC SC       -   835,640.51  2,136,561.50   iFT  0.99982578   +0 15 00.8
 AJ7066;UTM  17      - 3,776,582.138   541,614.838   MT  0.99962135   +0 15 11.6
 AJ7066
 AJ7066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7066!SPC SC       -   0.99999560  x   0.99982578  =   0.99982138
 AJ7066!UTM  17      -   0.99999560  x   0.99962135  =   0.99961695
 AJ7066
 AJ7066:                Primary Azimuth Mark                     Grid Az
 AJ7066:SPC SC       -  24395 H                                  083 49 42.8
 AJ7066:UTM  17      -  24395 H                                  083 49 32.0
 AJ7066
 AJ7066|---------------------------------------------------------------------|
 AJ7066| PID    Reference Object                     Distance      Geod. Az  |
 AJ7066|                                                           dddmmss.s |
 AJ7066| AJ7067 24395 H                             APPROX. 0.9 KM 0840443.6 |
 AJ7066|---------------------------------------------------------------------|
 AJ7066
 AJ7066                          SUPERSEDED SURVEY CONTROL
 AJ7066
 AJ7066  NAD 83(1986)-  34 07 45.41097(N)    080 32 55.26681(W) AD(       ) 1
 AJ7066  NAD 83(1995)-  34 07 45.39937(N)    080 32 55.26744(W) AD(       ) 1
 AJ7066  ELLIP H (01/10/02)   28.07   (m)                       GP(       ) 4 1
 AJ7066
 AJ7066.Superseded values are not recommended for survey control.
 AJ7066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7066.See file dsdata.txt to determine how the superseded data were derived.
 AJ7066
 AJ7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4161576582(NAD 83)
 AJ7066_MARKER: DD = SURVEY DISK
 AJ7066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7066_STAMPING: 24395 G 2000
 AJ7066_MARK LOGO: SCDOT 
 AJ7066_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ7066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7066+STABILITY: SURFACE MOTION
 AJ7066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7066+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2000
 AJ7066
 AJ7066  HISTORY     - Date     Condition        Report By
 AJ7066  HISTORY     - 2000     MONUMENTED       SCDOT
 AJ7066  HISTORY     - 20000314 GOOD             SCGS
 AJ7066
 AJ7066                          STATION DESCRIPTION
 AJ7066
 AJ7066'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ7066'STATION IS LOCATED 8.8 MILES (14.2 KM) SOUTHEAST OF CAMDEN, 2.5 MILES
 AJ7066'(4.0 KM) NORTH NORTHWEST OF REMBERT.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ7066'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ7066'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AJ7066'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 AJ7066'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 1.65 MILES
 AJ7066'(2.66 KM) TO THE JUNCTION OF STATE ROAD 92 (CANTEY LANE ROAD) ,
 AJ7066'CONTINUE ON HIGHWAY 521 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF
 AJ7066'STATE ROAD 23, TURN LEFT ON ROAD 23 FOR 0.25 MILE (0.40 KM) TO THE
 AJ7066'STATION ON THE LEFT IN THE ROAD SHOULDER.  STATION IS CONCRETE POST
 AJ7066'RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD,
 AJ7066'13.0 FEET (4.0 M) NORTH OF THE CENTER OF THE ROAD, 55.4 FEET (16.9 M)
 AJ7066'NORTHWEST OF A WITNESS POST ACROSS THE ROAD. NOTE-STATION IS
 AJ7066'INTERVISIBLE WITH SURVEY STATION 24395 H.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7067 ***********************************************************************
 AJ7067  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7067  DESIGNATION -  24395 H
 AJ7067  PID         -  AJ7067
 AJ7067  STATE/COUNTY-  SC/SUMTER
 AJ7067  USGS QUAD   -  CAMDEN SOUTH (1953)
 AJ7067
 AJ7067                         *CURRENT SURVEY CONTROL
 AJ7067  ___________________________________________________________________
 AJ7067* NAD 83(2001)-  34 07 48.47489(N)    080 32 19.59430(W)     ADJUSTED  
 AJ7067* NAVD 88     -        75.83   (meters)     248.8    (feet)  GPS OBS   
 AJ7067  ___________________________________________________________________
 AJ7067  X           -     868,783.184 (meters)                     COMP
 AJ7067  Y           -  -5,213,315.416 (meters)                     COMP
 AJ7067  Z           -   3,558,429.203 (meters)                     COMP
 AJ7067  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AJ7067  ELLIP HEIGHT-          44.40  (meters)          (03/13/03) GPS OBS
 AJ7067  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 AJ7067
 AJ7067  HORZ ORDER  -  FIRST
 AJ7067  ELLP ORDER  -  FOURTH    CLASS II
 AJ7067
 AJ7067.The horizontal coordinates were established by GPS observations
 AJ7067.and adjusted by the National Geodetic Survey in March 2003..
 AJ7067
 AJ7067.The orthometric height was determined by GPS observations and a
 AJ7067.high-resolution geoid model using precise GPS observation and
 AJ7067.processing techniques.
 AJ7067
 AJ7067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7067
 AJ7067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7067
 AJ7067.The ellipsoidal height was determined by GPS observations
 AJ7067.and is referenced to NAD 83.
 AJ7067
 AJ7067.The geoid height was determined by GEOID03.
 AJ7067
 AJ7067;                    North         East     Units Scale Factor Converg.
 AJ7067;SPC SC       -   254,802.001   652,137.428   MT  0.99982590   +0 15 20.5
 AJ7067;SPC SC       -   835,964.57  2,139,558.49   iFT  0.99982590   +0 15 20.5
 AJ7067;UTM  17      - 3,776,680.941   542,528.130   MT  0.99962229   +0 15 31.6
 AJ7067
 AJ7067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7067!SPC SC       -   0.99999303  x   0.99982590  =   0.99981893
 AJ7067!UTM  17      -   0.99999303  x   0.99962229  =   0.99961532
 AJ7067
 AJ7067:                Primary Azimuth Mark                     Grid Az
 AJ7067:SPC SC       -  24395 G                                  263 49 43.2
 AJ7067:UTM  17      -  24395 G                                  263 49 32.1
 AJ7067
 AJ7067|---------------------------------------------------------------------|
 AJ7067| PID    Reference Object                     Distance      Geod. Az  |
 AJ7067|                                                           dddmmss.s |
 AJ7067| AJ7066 24395 G                             APPROX. 0.9 KM 2640503.7 |
 AJ7067|---------------------------------------------------------------------|
 AJ7067
 AJ7067                          SUPERSEDED SURVEY CONTROL
 AJ7067
 AJ7067  NAD 83(1986)-  34 07 48.48601(N)    080 32 19.59342(W) AD(       ) 1
 AJ7067  NAD 83(1995)-  34 07 48.47450(N)    080 32 19.59405(W) AD(       ) 1
 AJ7067  ELLIP H (01/10/02)   44.40   (m)                       GP(       ) 4 1
 AJ7067
 AJ7067.Superseded values are not recommended for survey control.
 AJ7067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7067.See file dsdata.txt to determine how the superseded data were derived.
 AJ7067
 AJ7067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4252876681(NAD 83)
 AJ7067_MARKER: DD = SURVEY DISK
 AJ7067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7067_STAMPING: 24395 H 2000
 AJ7067_MARK LOGO: SCDOT 
 AJ7067_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ7067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7067+STABILITY: SURFACE MOTION
 AJ7067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7067+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2000
 AJ7067
 AJ7067  HISTORY     - Date     Condition        Report By
 AJ7067  HISTORY     - 2000     MONUMENTED       SCDOT
 AJ7067  HISTORY     - 20000314 GOOD             SCGS
 AJ7067
 AJ7067                          STATION DESCRIPTION
 AJ7067
 AJ7067'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ7067'STATION IS LOCATED 9.05 MILES (14.56 KM) SOUTHEAST OF CAMDEN, 2.4
 AJ7067'MILES (3.9 KM) NORTH OF REMBERT.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ7067'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ7067'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AJ7067'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 AJ7067'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 1.65 MILES
 AJ7067'(2.66 KM) TO THE JUNCTION OF STATE ROAD 92 (CANTEY LANE ROAD) ,
 AJ7067'CONTINUE ON HIGHWAY 521 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF
 AJ7067'STATE ROAD 23, TURN LEFT ON ROAD 23 FOR 0.7 MILE (1.1 KM) TO THE
 AJ7067'SUMTER COUNTY LINE (ROAD NUMBER CHANGES TO 920) , CONTINUE AHEAD ON
 AJ7067'ROAD 920 FOR 0.1 MILE (0.2 KM) TO THE STATIONN ON THE RIGHT IN THE
 AJ7067'SHOULDER OF THE ROAD.  STATION IS CONCRETE POST RECESSED 0.5 FOOT
 AJ7067'(15.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 14.5 FEET (4.4 M)
 AJ7067'SOUTH OF THE CENTER OF THE ROAD, 19.0 FEET (5.8 M) WEST NORTHWEST OF
 AJ7067'THE SOUTHEAST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 23,
 AJ7067'157.0 FEET (47.9 M) EAST OF THE CENTER OF A SAND ROAD, 185.0 FEET
 AJ7067'(56.4 M) WEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 AJ7067'BENEATH A DRIVEWAY TO HOUSE NUMBER 539.  NOTE-STATION IS INTERVISIBLE
 AJ7067'WITH SURVEY STATION 24395 G.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7068 ***********************************************************************
 AJ7068  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7068  DESIGNATION -  24395 I
 AJ7068  PID         -  AJ7068
 AJ7068  STATE/COUNTY-  SC/SUMTER
 AJ7068  USGS QUAD   -  REMBERT (1953)
 AJ7068
 AJ7068                         *CURRENT SURVEY CONTROL
 AJ7068  ___________________________________________________________________
 AJ7068* NAD 83(2001)-  34 05 53.70292(N)    080 31 49.28515(W)     ADJUSTED  
 AJ7068* NAVD 88     -        73.39   (meters)     240.8    (feet)  GPS OBS   
 AJ7068  ___________________________________________________________________
 AJ7068  X           -     869,875.205 (meters)                     COMP
 AJ7068  Y           -  -5,215,141.983 (meters)                     COMP
 AJ7068  Z           -   3,555,499.908 (meters)                     COMP
 AJ7068  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AJ7068  ELLIP HEIGHT-          41.87  (meters)          (03/13/03) GPS OBS
 AJ7068  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 AJ7068
 AJ7068  HORZ ORDER  -  FIRST
 AJ7068  ELLP ORDER  -  FOURTH    CLASS II
 AJ7068
 AJ7068.The horizontal coordinates were established by GPS observations
 AJ7068.and adjusted by the National Geodetic Survey in March 2003..
 AJ7068
 AJ7068.The orthometric height was determined by GPS observations and a
 AJ7068.high-resolution geoid model using precise GPS observation and
 AJ7068.processing techniques.
 AJ7068
 AJ7068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7068
 AJ7068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7068
 AJ7068.The ellipsoidal height was determined by GPS observations
 AJ7068.and is referenced to NAD 83.
 AJ7068
 AJ7068.The geoid height was determined by GEOID03.
 AJ7068
 AJ7068;                    North         East     Units Scale Factor Converg.
 AJ7068;SPC SC       -   251,269.764   652,929.971   MT  0.99982159   +0 15 37.3
 AJ7068;SPC SC       -   824,375.87  2,142,158.70   iFT  0.99982159   +0 15 37.3
 AJ7068;UTM  17      - 3,773,149.456   543,320.699   MT  0.99962313   +0 15 47.9
 AJ7068
 AJ7068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7068!SPC SC       -   0.99999343  x   0.99982159  =   0.99981502
 AJ7068!UTM  17      -   0.99999343  x   0.99962313  =   0.99961656
 AJ7068
 AJ7068|---------------------------------------------------------------------|
 AJ7068| PID    Reference Object                     Distance      Geod. Az  |
 AJ7068|                                                           dddmmss.s |
 AJ7068| AJ7069 24395 J                             380.383 METERS 07246     |
 AJ7068|---------------------------------------------------------------------|
 AJ7068
 AJ7068                          SUPERSEDED SURVEY CONTROL
 AJ7068
 AJ7068  NAD 83(1986)-  34 05 53.71434(N)    080 31 49.28417(W) AD(       ) 1
 AJ7068  NAD 83(1995)-  34 05 53.70271(N)    080 31 49.28493(W) AD(       ) 1
 AJ7068  ELLIP H (01/10/02)   41.88   (m)                       GP(       ) 4 1
 AJ7068
 AJ7068.Superseded values are not recommended for survey control.
 AJ7068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7068.See file dsdata.txt to determine how the superseded data were derived.
 AJ7068
 AJ7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4332173149(NAD 83)
 AJ7068_MARKER: DD = SURVEY DISK
 AJ7068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7068_STAMPING: 24395 I 2000
 AJ7068_MARK LOGO: SCDOT 
 AJ7068_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ7068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7068+STABILITY: SURFACE MOTION
 AJ7068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7068+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2000
 AJ7068
 AJ7068  HISTORY     - Date     Condition        Report By
 AJ7068  HISTORY     - 2000     MONUMENTED       SCDOT
 AJ7068  HISTORY     - 20000314 GOOD             SCGS
 AJ7068
 AJ7068                          STATION DESCRIPTION
 AJ7068
 AJ7068'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ7068'STATION IS LOCATED IN REMBERT, 11.2 MILES (18.0 KM) SOUTHEAST OF
 AJ7068'CAMDEN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AJ7068'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AJ7068'JUNCTION OF U.S.  HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 AJ7068'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON
 AJ7068'HIGHWAY 521 FOR 4.3 MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 20
 AJ7068'(PISGAH ROAD) , TURN LEFT ON ROAD 20 FOR 0.2 MILE (0.3 KM) TO THE
 AJ7068'STATION ON THE RIGHT IN THE ROAD SHOULDER.  STATION IS CONCRETE POST
 AJ7068'RECESSED 0.5 FOOT (15.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD,
 AJ7068'14.7 FEET (4.5 M) SOUTH OF THE CENTER OF THE ROAD, 17.3 FEET (5.3 M)
 AJ7068'EAST NORTHEAST OF THE EAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 AJ7068'BENEATH THE DRIVE TO A CONVENIENCE STORE, 57.6 FEET (17.6 M) NORTH
 AJ7068'NORTHEAST OF A POWER POLE WITH A SECURITY LIGHT AND TWO GUY WIRES,
 AJ7068'64.7 FEET (19.7 M) SOUTHWEST OF THE NORTH END OF A 1.5-FOOT CONCRETE
 AJ7068'PIPE CULVERT BENEATH ROAD 20.  NOTE-STATION IS INTERVISIBLE WITH
 AJ7068'SURVEY STATION 24395 J.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7069 ***********************************************************************
 AJ7069  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7069  DESIGNATION -  24395 J
 AJ7069  PID         -  AJ7069
 AJ7069  STATE/COUNTY-  SC/SUMTER
 AJ7069  USGS QUAD   -  REMBERT (1953)
 AJ7069
 AJ7069                         *CURRENT SURVEY CONTROL
 AJ7069  ___________________________________________________________________
 AJ7069* NAD 83(2001)-  34 05 57.36023(N)    080 31 35.11155(W)     ADJUSTED  
 AJ7069* NAVD 88     -        73.23   (meters)     240.3    (feet)  GPS OBS   
 AJ7069  ___________________________________________________________________
 AJ7069  X           -     870,223.144 (meters)                     COMP
 AJ7069  Y           -  -5,215,019.751 (meters)                     COMP
 AJ7069  Z           -   3,555,593.135 (meters)                     COMP
 AJ7069  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AJ7069  ELLIP HEIGHT-          41.71  (meters)          (03/13/03) GPS OBS
 AJ7069  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AJ7069
 AJ7069  HORZ ORDER  -  FIRST
 AJ7069  ELLP ORDER  -  FOURTH    CLASS II
 AJ7069
 AJ7069.The horizontal coordinates were established by GPS observations
 AJ7069.and adjusted by the National Geodetic Survey in March 2003..
 AJ7069
 AJ7069.The orthometric height was determined by GPS observations and a
 AJ7069.high-resolution geoid model using precise GPS observation and
 AJ7069.processing techniques.
 AJ7069
 AJ7069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7069
 AJ7069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7069
 AJ7069.The ellipsoidal height was determined by GPS observations
 AJ7069.and is referenced to NAD 83.
 AJ7069
 AJ7069.The geoid height was determined by GEOID03.
 AJ7069
 AJ7069;                    North         East     Units Scale Factor Converg.
 AJ7069;SPC SC       -   251,384.091   653,292.696   MT  0.99982172   +0 15 45.2
 AJ7069;SPC SC       -   824,750.95  2,143,348.74   iFT  0.99982172   +0 15 45.2
 AJ7069;UTM  17      - 3,773,263.778   543,683.346   MT  0.99962352   +0 15 55.8
 AJ7069
 AJ7069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7069!SPC SC       -   0.99999345  x   0.99982172  =   0.99981517
 AJ7069!UTM  17      -   0.99999345  x   0.99962352  =   0.99961697
 AJ7069
 AJ7069|---------------------------------------------------------------------|
 AJ7069| PID    Reference Object                     Distance      Geod. Az  |
 AJ7069|                                                           dddmmss.s |
 AJ7069| AJ7068 24395 I                             380.383 METERS 25246     |
 AJ7069|---------------------------------------------------------------------|
 AJ7069
 AJ7069                          SUPERSEDED SURVEY CONTROL
 AJ7069
 AJ7069  NAD 83(1986)-  34 05 57.37157(N)    080 31 35.11051(W) AD(       ) 1
 AJ7069  NAD 83(1995)-  34 05 57.35999(N)    080 31 35.11131(W) AD(       ) 1
 AJ7069  ELLIP H (01/10/02)   41.72   (m)                       GP(       ) 4 1
 AJ7069
 AJ7069.Superseded values are not recommended for survey control.
 AJ7069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7069.See file dsdata.txt to determine how the superseded data were derived.
 AJ7069
 AJ7069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4368373264(NAD 83)
 AJ7069_MARKER: DD = SURVEY DISK
 AJ7069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7069_STAMPING: 24395 J 2000
 AJ7069_MARK LOGO: SCDOT 
 AJ7069_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ7069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7069+STABILITY: SURFACE MOTION
 AJ7069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7069+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2000
 AJ7069
 AJ7069  HISTORY     - Date     Condition        Report By
 AJ7069  HISTORY     - 2000     MONUMENTED       SCDOT
 AJ7069  HISTORY     - 20000314 GOOD             SCGS
 AJ7069
 AJ7069                          STATION DESCRIPTION
 AJ7069
 AJ7069'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ7069'STATION IS LOCATED 0.5 MILE (0.8 KM) NORTHEAST OF REMBERT, 11.15 MILES
 AJ7069'(17.94 KM) SOUTHEAST OF CAMDEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 AJ7069'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AJ7069'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AJ7069'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 AJ7069'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 4.3 MILES
 AJ7069'(6.9 KM) TO THE JUNCTION OF STATE ROAD 20 (PISGAH ROAD) , TURN LEFT ON
 AJ7069'ROAD 20 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT IN THE
 AJ7069'SHOULDER OF THE ROAD, 0.1 MILE (0.2 KM) WEST OF THE JUNCTION OF STATE
 AJ7069'ROAD 273 (MCLEOD CHAPEL ROAD) .  STATION IS CONCRETE POST FLUSH WITH
 AJ7069'THE GROUND AND LEVEL WITH THE ROAD, 16.0 FEET (4.9 M) SOUTH OF THE
 AJ7069'CENTER OF THE ROAD, 110.4 FEET (33.6 M) WEST OF THE WEST END OF A
 AJ7069'1.5-FOOT CONCRETE PIPE CULVERT BENEATH A SAND ROAD LEADING TO A ROW OF
 AJ7069'MOBILE HOMES, 177.0 FEET (53.9 M) NORTH NORTHEAST OF A POWER POLE WITH
 AJ7069'A SCGS REFERENCE WASHER ATTACHED. NOTE-STATION IS INTERVISIBLE WITH
 AJ7069'SURVEY STATION 24395 I.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0250 ***********************************************************************
 DE0250  DESIGNATION -  245
 DE0250  PID         -  DE0250
 DE0250  STATE/COUNTY-  SC/ORANGEBURG
 DE0250  USGS QUAD   -  ORANGEBURG SOUTH (1982)
 DE0250
 DE0250                         *CURRENT SURVEY CONTROL
 DE0250  ___________________________________________________________________
 DE0250* NAD 83(2001)-  33 29 26.47316(N)    080 51 49.24653(W)     ADJUSTED  
 DE0250* NAVD 88     -        74.171  (meters)     243.34   (feet)  ADJUSTED  
 DE0250  ___________________________________________________________________
 DE0250  X           -     845,473.076 (meters)                     COMP
 DE0250  Y           -  -5,257,123.043 (meters)                     COMP
 DE0250  Z           -   3,499,496.518 (meters)                     COMP
 DE0250  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DE0250  ELLIP HEIGHT-          42.82  (meters)          (05/06/05) GPS OBS
 DE0250  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DE0250  DYNAMIC HT  -          74.092 (meters)     243.08  (feet)  COMP
 DE0250  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 DE0250
 DE0250  HORZ ORDER  -  FIRST
 DE0250  VERT ORDER  -  SECOND    CLASS 0
 DE0250  ELLP ORDER  -  FOURTH    CLASS II
 DE0250
 DE0250.The horizontal coordinates were established by GPS observations
 DE0250.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DE0250
 DE0250.The orthometric height was determined by differential leveling
 DE0250.and adjusted by the National Geodetic Survey in June 1991..
 DE0250
 DE0250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE0250
 DE0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE0250
 DE0250.The ellipsoidal height was determined by GPS observations
 DE0250.and is referenced to NAD 83.
 DE0250
 DE0250.The geoid height was determined by GEOID03.
 DE0250
 DE0250.The dynamic height is computed by dividing the NAVD 88
 DE0250.geopotential number by the normal gravity value computed on the
 DE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0250.degrees latitude (g = 980.6199 gals.).
 DE0250
 DE0250.The modeled gravity was interpolated from observed gravity values.
 DE0250
 DE0250;                    North         East     Units Scale Factor Converg.
 DE0250;SPC SC       -   183,802.917   622,266.039   MT  0.99979849   +0 04 32.1
 DE0250;SPC SC       -   603,027.94  2,041,555.25   iFT  0.99979849   +0 04 32.1
 DE0250;UTM  17      - 3,705,695.010   512,663.533   MT  0.99960198   +0 04 30.8
 DE0250
 DE0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE0250!SPC SC       -   0.99999328  x   0.99979849  =   0.99979177
 DE0250!UTM  17      -   0.99999328  x   0.99960198  =   0.99959526
 DE0250
 DE0250                          SUPERSEDED SURVEY CONTROL
 DE0250
 DE0250  NAVD 88 (05/06/05)   74.17   (m)          243.3    (f) LEVELING    3  
 DE0250  NGVD 29 (??/??/92)   74.467  (m)          244.31   (f) ADJ UNCH    2 0
 DE0250
 DE0250.Superseded values are not recommended for survey control.
 DE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0250.See file dsdata.txt to determine how the superseded data were derived.
 DE0250
 DE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1266405695(NAD 83)
 DE0250_MARKER: P = PIPE CAP
 DE0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0250_STAMPING: 245 1919
 DE0250_MARK LOGO: USGS  
 DE0250_PROJECTION: PROJECTING 10 CENTIMETERS
 DE0250_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE0250+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 DE0250
 DE0250  HISTORY     - Date     Condition        Report By
 DE0250  HISTORY     - 1919     MONUMENTED       USGS
 DE0250  HISTORY     - 1957     GOOD             NGS
 DE0250  HISTORY     - 19940616 GOOD             SCGS
 DE0250  HISTORY     - 20030331 GOOD             SCGS
 DE0250  HISTORY     - 20060209 GOOD             USPSQD
 DE0250
 DE0250                          STATION DESCRIPTION
 DE0250
 DE0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0250'AT ORANGEBURG.
 DE0250'AT ORANGEBURG, NW ACROSS THE STREET FROM THE N CORNER OF THE TOWN
 DE0250'SQUARE, ON THE LAWN OF THE POST OFFICE, 29.25 FEET SW OF THE CENTER
 DE0250'LINE OR 11.5 FEET SW OF SW CURB OF CHURCH STREET, 12.2 FEET NW OF
 DE0250'NW CURB OF THE STREET ON THE NW SIDE OF THE SQUARE, 16 FEET E OF THE
 DE0250'1912 (IT IS INCISED MCMXII) CORNERSTONE OF THE POST OFFICE
 DE0250'BUILDING, 14.8 FEET NE OF THE PROJECTED PLANE OF THE NE WALL OF THE
 DE0250'POST OFFICE, 6.0 FEET SE OF PROJECTED PLANE OF THE SE WALL, AN
 DE0250'ESTIMATED FOOT HIGHER THAN THE SIDEWALK THAT IS A FOOT OR THREE
 DE0250'FROM THE MARK, AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DE0250
 DE0250                          STATION RECOVERY (1994)
 DE0250
 DE0250'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 DE0250'STATION IS LOCATED IN ORANGEBURG.  OWNERSHIP--UNKNOWN. TO REACH THE
 DE0250'STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 BUSINESS (BROUGHTON
 DE0250'STREET) AND STATE HIGHWAY 33 (RUSSELL STREET) IN ORANGEBURG, GO
 DE0250'NORTHWEST ON HIGHWAY 178 FOR BUSINESS FOR 0.1 MILE (0.2 KM) TO THE
 DE0250'JUNCTION OF STATE ROAD 70 (AMELIA STREET), TURN RIGHT ON ROAD 70 FOR
 DE0250'0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 929 (CHURCH STREET)
 DE0250', TURN RIGHT ON ROAD 929 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 DE0250'RIGHT NEAR A FLAG POLE IN THE YARD OF A VACANT BRICK BUILDING (OLD
 DE0250'POST OFFICE. STATION IS A PIPE MARK WITH CAP PROJECTING 0.4 FOOT (12.2
 DE0250'CM) AND 2.0 FEET (0.6 M) ABOVE THE STREET, 3.5 FEET (1.1 M) NORTH
 DE0250'NORTHEAST OF THE FLAG POLE, 16.7 FEET (5.1 M) EAST NORTHEAST OF THE
 DE0250'EAST CORNER OF THE BUILDING, 11.9 FEET (3.6 M) NORTHWEST OF THE
 DE0250'NORTHWEST EDGE OF THE CURB OF COURTHOUSE SQUARE, 11.2 FEET (3.4 M)
 DE0250'SOUTHWEST OF THE SOUTHWEST EDGE OF THE CURB OF CHURCH STREET.
 DE0250'RECOVERED BY D.D. WOODS.
 DE0250
 DE0250                          STATION RECOVERY (2003)
 DE0250
 DE0250'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE0250'STATION IS LOCATED IN ORANGEBURG.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE0250'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE0250'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE0250'178 BUSINESS (BROUGHTON  STREET) AND STATE HIGHWAY 33 (RUSSELL STREET)
 DE0250'IN ORANGEBURG, GO NORTHWEST ON  HIGHWAY 178 BUSINESS FOR 0.1 MILE TO
 DE0250'THE JUNCTION OF STATE ROAD 70 (AMELIA STREET),  TURN RIGHT ON ROAD 70
 DE0250'FOR 0.15 MILE TO THE JUNCTION OF STATE ROAD 929 (CHURCH  STREET), TURN
 DE0250'RIGHT ON ROAD 929 FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR THE
 DE0250'EAST CORNER OF A VACANT BRICK BUILDING (OLD POST OFFICE).
 DE0250' 
 DE0250'STATION IS A PIPE CAP ATTACHED TO A PIPE IMBEDDED IN THE GROUND
 DE0250'PROJECTING 0.4  FOOT AND 2.0 FEET ABOVE ROAD 929, 16.4 FEET EAST
 DE0250'NORTHEAST OF THE EAST CORNER  OF THE BUILDING, 12.2 FEET NORTHWEST OF
 DE0250'THE SOUTHEAST EDGE OF THE CURB OF  COURTHOUSE SQUARE, 11.4 FEET
 DE0250'SOUTHWEST OF THE NORTHEAST EDGE OF THE CURB  OF CHURCH STREET, 6.0
 DE0250'FEET WEST OF THE WEST CORNER OF A GRANITE CORNERSTONE,  32.0 FEET WEST
 DE0250'OF THE NORTHWEST CORNER OF A CONCRETE TRIANGULAR MEDIAN  DIRECTING
 DE0250'TRAFFIC RIGHT.
 DE0250' 
 DE0250'RECOVERED BY J.B. SMOAK.
 DE0250
 DE0250                          STATION RECOVERY (2006)
 DE0250
 DE0250'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0746 ***********************************************************************
 DE0746  DESIGNATION -  246
 DE0746  PID         -  DE0746
 DE0746  STATE/COUNTY-  SC/ALLENDALE
 DE0746  USGS QUAD   -  ALLENDALE (1979)
 DE0746
 DE0746                         *CURRENT SURVEY CONTROL
 DE0746  ___________________________________________________________________
 DE0746* NAD 83(1986)-  33 01 59.     (N)    081 20 51.     (W)     SCALED    
 DE0746* NAVD 88     -        74.79   (+/-2cm)     245.4    (feet)  VERTCON   
 DE0746  ___________________________________________________________________
 DE0746  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DE0746
 DE0746  VERT ORDER  -  ? (See Below)
 DE0746
 DE0746.The horizontal coordinates were scaled from a topographic map and have
 DE0746.an estimated accuracy of +/- 6 seconds.
 DE0746
 DE0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0746.The vertical order pertains to the NGVD 29 superseded value.
 DE0746
 DE0746.The geoid height was determined by GEOID03.
 DE0746
 DE0746;                    North         East    Units  Estimated Accuracy
 DE0746;SPC SC       -   133,100.      577,140.      MT  (+/- 180 meters Scaled)
 DE0746
 DE0746                          SUPERSEDED SURVEY CONTROL
 DE0746
 DE0746  NGVD 29 (??/??/92)   75.062  (m)          246.27   (f) ADJ UNCH    ?  
 DE0746
 DE0746.Superseded values are not recommended for survey control.
 DE0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0746.See file dsdata.txt to determine how the superseded data were derived.
 DE0746
 DE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS675550(NAD 83)
 DE0746_MARKER: P = PIPE CAP
 DE0746_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0746_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0746_STAMPING: 246
 DE0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0746
 DE0746  HISTORY     - Date     Condition        Report By
 DE0746  HISTORY     - UNK      MONUMENTED       USGS
 DE0746  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0746
 DE0746                          STATION DESCRIPTION
 DE0746
 DE0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0746'1.2 MI SE FROM APPLETON.
 DE0746'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE, GRADING IN
 DE0746'THIS AREA MAY HAVE DESTROYED THE MARK.
 DE0746'1.2 MILES SOUTHEAST ALONG THE CHARLESTON AND WESTERN CAROLINA
 DE0746'RAILWAY FROM APPLETON, ALLENDALE COUNTY, 2.8 MILES NORTHWEST OF
 DE0746'ALLENDALE, 610 FEET NORTHWEST OF MILEPOST 50, 35 FEET NORTHWEST
 DE0746'OF A ROAD CROSSING, AND  18 FEET NORTHEAST OF THE TRACK.  A U.S.
 DE0746'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 246 AND RIVETED ON THE
 DE0746'TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0354 ***********************************************************************
 EC0354  DESIGNATION -  247
 EC0354  PID         -  EC0354
 EC0354  STATE/COUNTY-  SC/FAIRFIELD
 EC0354  USGS QUAD   -  CHAPIN (1971)
 EC0354
 EC0354                         *CURRENT SURVEY CONTROL
 EC0354  ___________________________________________________________________
 EC0354* NAD 83(1986)-  34 14 36.     (N)    081 19 10.     (W)     SCALED    
 EC0354* NAVD 88     -        74.685  (meters)     245.03   (feet)  ADJUSTED  
 EC0354  ___________________________________________________________________
 EC0354  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 EC0354  DYNAMIC HT  -          74.611 (meters)     244.79  (feet)  COMP
 EC0354  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 EC0354
 EC0354  VERT ORDER  -  FIRST     CLASS II
 EC0354
 EC0354.The horizontal coordinates were scaled from a topographic map and have
 EC0354.an estimated accuracy of +/- 6 seconds.
 EC0354
 EC0354.The orthometric height was determined by differential leveling
 EC0354.and adjusted by the National Geodetic Survey in June 1991..
 EC0354
 EC0354.The geoid height was determined by GEOID03.
 EC0354
 EC0354.The dynamic height is computed by dividing the NAVD 88
 EC0354.geopotential number by the normal gravity value computed on the
 EC0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0354.degrees latitude (g = 980.6199 gals.).
 EC0354
 EC0354.The modeled gravity was interpolated from observed gravity values.
 EC0354
 EC0354;                    North         East    Units  Estimated Accuracy
 EC0354;SPC SC       -   267,310.      580,180.      MT  (+/- 180 meters Scaled)
 EC0354
 EC0354                          SUPERSEDED SURVEY CONTROL
 EC0354
 EC0354  NGVD 29 (09/16/91)   74.901  (m)          245.74   (f) ADJUSTED    1 2
 EC0354
 EC0354.Superseded values are not recommended for survey control.
 EC0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0354.See file dsdata.txt to determine how the superseded data were derived.
 EC0354
 EC0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT705891(NAD 83)
 EC0354_MARKER: DD = SURVEY DISK
 EC0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EC0354_SP_SET: BRIDGE
 EC0354_STAMPING: 247 COLUMBIA
 EC0354_MARK LOGO: USGS  
 EC0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC0354
 EC0354  HISTORY     - Date     Condition        Report By
 EC0354  HISTORY     - UNK      MONUMENTED       USGS
 EC0354  HISTORY     - 1935     GOOD             NGS
 EC0354  HISTORY     - 1981     GOOD             NGS
 EC0354
 EC0354                          STATION DESCRIPTION
 EC0354
 EC0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EC0354'AT ALSTON.
 EC0354'AT ALSTON, FAIRFIELD COUNTY, ABOUT 350 FEET WEST OF THE SOUTHERN
 EC0354'RAILWAY STATION, AT THE BRIDGE ACROSS BROAD RIVER, IN THE NORTH
 EC0354'END OF THE EAST PIER, AND ABOUT 7 FEET LOWER THAN THE TRACK.  A
 EC0354'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 247 COLUMBIA.
 EC0354
 EC0354                          STATION RECOVERY (1981)
 EC0354
 EC0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EC0354'IN ALSTON, 1.4 KILOMETERS (0.9 MILE) SOUTH OF THE JUNCTION OF STATE
 EC0354'HIGHWAY 213 AND S-20-35, SET IN THE NORTHEAST CORNER OF A RETAINING
 EC0354'WALL SUPPORTING THE RAILROAD OVERPASS, 72.00 METERS (235.5 FEET)
 EC0354'WEST OF THE EAST END OF THE RAILROAD OVERPASS, 2.90 METERS (9.5 FEET)
 EC0354'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, AND 0.66 METER
 EC0354'(2.1 FEET) NORTH OF THE NORTHEASTERLY STEEL BEAM SUPPORTING THE
 EC0354'OVERPASS BRIDGE.
 EC0354'THE MARK IS 3.50 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9535 ***********************************************************************
 DH9535  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9535  DESIGNATION -  2499+02 371 RT
 DH9535  PID         -  DH9535
 DH9535  STATE/COUNTY-  SC/COLLETON
 DH9535  USGS QUAD   -  BENNETTS POINT (1960)
 DH9535
 DH9535                         *CURRENT SURVEY CONTROL
 DH9535  ___________________________________________________________________
 DH9535* NAD 83(2001)-  32 31 31.03132(N)    080 28 59.10123(W)     ADJUSTED  
 DH9535* NAVD 88     -         1.25   (meters)       4.1    (feet)  GPS OBS   
 DH9535  ___________________________________________________________________
 DH9535  X           -     890,008.599 (meters)                     COMP
 DH9535  Y           -  -5,308,852.396 (meters)                     COMP
 DH9535  Z           -   3,409,671.370 (meters)                     COMP
 DH9535  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DH9535  ELLIP HEIGHT-         -30.64  (meters)          (05/04/06) GPS OBS
 DH9535  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DH9535
 DH9535  HORZ ORDER  -  FIRST
 DH9535  ELLP ORDER  -  FOURTH    CLASS II
 DH9535
 DH9535.The horizontal coordinates were established by GPS observations
 DH9535.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9535
 DH9535.The orthometric height was determined by GPS observations and a
 DH9535.high-resolution geoid model using precise GPS observation and
 DH9535.processing techniques.
 DH9535
 DH9535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9535
 DH9535.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9535
 DH9535.The ellipsoidal height was determined by GPS observations
 DH9535.and is referenced to NAD 83.
 DH9535
 DH9535.The geoid height was determined by GEOID03.
 DH9535
 DH9535;                    North         East     Units Scale Factor Converg.
 DH9535;SPC SC       -    76,862.410   658,163.893   MT  0.99999119   +0 17 11.7
 DH9535;SPC SC       -   252,173.26  2,159,330.36   iFT  0.99999119   +0 17 11.7
 DH9535;UTM  17      - 3,598,779.901   548,545.378   MT  0.99962906   +0 16 40.6
 DH9535
 DH9535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9535!SPC SC       -   1.00000481  x   0.99999119  =   0.99999600
 DH9535!UTM  17      -   1.00000481  x   0.99962906  =   0.99963387
 DH9535
 DH9535                          SUPERSEDED SURVEY CONTROL
 DH9535
 DH9535.No superseded survey control is available for this station.
 DH9535
 DH9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR4854598780(NAD 83)
 DH9535_MARKER: DD = SURVEY DISK
 DH9535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9535_STAMPING: 2499+02 371 RT
 DH9535_MARK LOGO: USE   
 DH9535_PROJECTION: PROJECTING 15 CENTIMETERS
 DH9535_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9535+STABILITY: SURFACE MOTION
 DH9535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9535+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DH9535
 DH9535  HISTORY     - Date     Condition        Report By
 DH9535  HISTORY     - UNK      MONUMENTED       USE
 DH9535  HISTORY     - 20051207 GOOD             SCGS
 DH9535
 DH9535                          STATION DESCRIPTION
 DH9535
 DH9535'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DH9535'STATION IS LOCATED ALONG THE INTRACOASTAL WATERWAY, ON THE NORTH SIDE
 DH9535'OF THE ASHEPOO COOSAW CUTOFF AT ROCK CREEK NEAR BEET ISLAND, 9.2 MILES
 DH9535'WEST NORTHWEST OF EDISTO BEACH, 12.7 MILES EAST NORTHEAST OF BEAUFORT,
 DH9535'15.4 MI ENE OF BURTON, 28.25 MILES SOUTH SOUTHEAST OF WALTERBORO.
 DH9535'OWNERSHIP--STATE OF SOUTH CAROLINA.   STATION IS A CONCRETE POST
 DH9535'PROJECTING 0.5 FOOT. NOTE-STATION IS ACCESSIBLE BY BOAT ONLY. RECOVERY
 DH9535'BY L.A.  LAPINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0785 ***********************************************************************
 DD0785  DESIGNATION -  25
 DD0785  PID         -  DD0785
 DD0785  STATE/COUNTY-  SC/BERKELEY
 DD0785  USGS QUAD   -  ST STEPHENS (1990)
 DD0785
 DD0785                         *CURRENT SURVEY CONTROL
 DD0785  ___________________________________________________________________
 DD0785* NAD 83(1986)-  33 25 24.     (N)    079 57 15.     (W)     SCALED    
 DD0785* NAVD 88     -        23.896  (meters)      78.40   (feet)  ADJUSTED  
 DD0785  ___________________________________________________________________
 DD0785  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DD0785  DYNAMIC HT  -          23.872 (meters)      78.32  (feet)  COMP
 DD0785  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 DD0785
 DD0785  VERT ORDER  -  FIRST     CLASS II
 DD0785
 DD0785.The horizontal coordinates were scaled from a topographic map and have
 DD0785.an estimated accuracy of +/- 6 seconds.
 DD0785
 DD0785.The orthometric height was determined by differential leveling
 DD0785.and adjusted by the National Geodetic Survey in June 1991..
 DD0785
 DD0785.The geoid height was determined by GEOID03.
 DD0785
 DD0785.The dynamic height is computed by dividing the NAVD 88
 DD0785.geopotential number by the normal gravity value computed on the
 DD0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0785.degrees latitude (g = 980.6199 gals.).
 DD0785
 DD0785.The modeled gravity was interpolated from observed gravity values.
 DD0785
 DD0785;                    North         East    Units  Estimated Accuracy
 DD0785;SPC SC       -   176,820.      706,850.      MT  (+/- 180 meters Scaled)
 DD0785
 DD0785                          SUPERSEDED SURVEY CONTROL
 DD0785
 DD0785  NGVD 29 (03/21/89)   24.197  (m)           79.39   (f) ADJUSTED    1 2
 DD0785
 DD0785.Superseded values are not recommended for survey control.
 DD0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0785.See file dsdata.txt to determine how the superseded data were derived.
 DD0785
 DD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS972987(NAD 83)
 DD0785_MARKER: DB = BENCH MARK DISK
 DD0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0785_SP_SET: CONCRETE POST
 DD0785_STAMPING: 25 1971
 DD0785_MARK LOGO: USE   
 DD0785_PROJECTION: FLUSH
 DD0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0785+STABILITY: SURFACE MOTION
 DD0785
 DD0785  HISTORY     - Date     Condition        Report By
 DD0785  HISTORY     - 1971     MONUMENTED       USE
 DD0785  HISTORY     - 1979     GOOD             NGS
 DD0785  HISTORY     - 1985     GOOD             SCGS
 DD0785
 DD0785                          STATION DESCRIPTION
 DD0785
 DD0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0785'2.0 MI NW FROM SAINT STEPHENS.
 DD0785'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF STATE
 DD0785'HIGHWAY 45 AT SAINT STEPHENS, 48.2 FT. NORTHEAST OF THE CENTERLINE OF
 DD0785'THE HIGHWAY, 12.0 FT. SOUTH OF A TRIANGLE BLAZED 10-INCH PINE TREE,
 DD0785'4.3 FT. NORTH OF A 4-INCH 3 TRUNKED TREE.
 DD0785'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 DD0785'THE MARK IS 1 FT BELOW HIGHWAY.
 DD0785
 DD0785                          STATION RECOVERY (1985)
 DD0785
 DD0785'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0320 ***********************************************************************
 DD0320  DESIGNATION -  25
 DD0320  PID         -  DD0320
 DD0320  STATE/COUNTY-  SC/GEORGETOWN
 DD0320  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0320
 DD0320                         *CURRENT SURVEY CONTROL
 DD0320  ___________________________________________________________________
 DD0320* NAD 83(1986)-  33 18 50.     (N)    079 19 43.     (W)     SCALED    
 DD0320* NAVD 88     -        11.701  (meters)      38.39   (feet)  POSTED    
 DD0320  ___________________________________________________________________
 DD0320  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DD0320  DYNAMIC HT  -          11.690 (meters)      38.35  (feet)  COMP
 DD0320  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 DD0320
 DD0320  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DD0320
 DD0320.The horizontal coordinates were scaled from a topographic map and have
 DD0320.an estimated accuracy of +/- 6 seconds.
 DD0320
 DD0320.The orthometric height was determined by differential leveling
 DD0320.and adjusted by the National Geodetic Survey in 1992..
 DD0320.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DD0320.rate of 2.1 thru 3.0 mm/km.
 DD0320
 DD0320.The geoid height was determined by GEOID03.
 DD0320
 DD0320.The dynamic height is computed by dividing the NAVD 88
 DD0320.geopotential number by the normal gravity value computed on the
 DD0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0320.degrees latitude (g = 980.6199 gals.).
 DD0320
 DD0320.The modeled gravity was interpolated from observed gravity values.
 DD0320
 DD0320;                    North         East    Units  Estimated Accuracy
 DD0320;SPC SC       -   165,450.      765,210.      MT  (+/- 180 meters Scaled)
 DD0320
 DD0320                          SUPERSEDED SURVEY CONTROL
 DD0320
 DD0320  NGVD 29 (??/??/92)   11.997  (m)           39.36   (f) ADJ UNCH    1 2
 DD0320
 DD0320.Superseded values are not recommended for survey control.
 DD0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0320.See file dsdata.txt to determine how the superseded data were derived.
 DD0320
 DD0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS555873(NAD 83)
 DD0320_MARKER: N = NAIL
 DD0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0320_SP_SET: TREE
 DD0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0320
 DD0320  HISTORY     - Date     Condition        Report By
 DD0320  HISTORY     - UNK      MONUMENTED       SCHD
 DD0320  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0320  HISTORY     - 1974     MARK NOT FOUND   NGS
 DD0320  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DD0320  HISTORY     - 20040706 MARK NOT FOUND   USPSQD
 DD0320
 DD0320                          STATION DESCRIPTION
 DD0320
 DD0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0320'5.1 MI SW FROM GEORGETOWN.
 DD0320'5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 701 FROM FRONT STREET AT
 DD0320'GEORGETOWN, GEORGETOWN COUNTY, 50 FEET NORTHEAST OF HIGHWAY
 DD0320'STATION 220, 29.2 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DD0320'DIRECTLY OPPOSITE WATSONS GROCERY, IN THE NORTHWEST SIDE OF A
 DD0320'24-INCH LONG-LEAF PINE TREE, WITNESSED BY A WOODEN ARROW, AND
 DD0320'18 INCHES ABOVE THE GROUND.  A NAIL.
 DD0320
 DD0320                          STATION RECOVERY (1974)
 DD0320
 DD0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DD0320'MARK NOT FOUND.
 DD0320
 DD0320                          STATION RECOVERY (2004)
 DD0320
 DD0320'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD0320'WATSONS GROCERY IS GONE.  NO SIGN OF WOODEN ARROW.
 DD0320
 DD0320                          STATION RECOVERY (2004)
 DD0320
 DD0320'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1978 ***********************************************************************
 AB1978  DESIGNATION -  25 001
 AB1978  PID         -  AB1978
 AB1978  STATE/COUNTY-  SC/HAMPTON
 AB1978  USGS QUAD   -  GIFFORD (1988)
 AB1978
 AB1978                         *CURRENT SURVEY CONTROL
 AB1978  ___________________________________________________________________
 AB1978* NAD 83(1986)-  32 46 42.     (N)    081 14 25.     (W)     SCALED    
 AB1978* NAVD 88     -        38.694  (meters)     126.95   (feet)  ADJUSTED  
 AB1978  ___________________________________________________________________
 AB1978  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 AB1978  DYNAMIC HT  -          38.651 (meters)     126.81  (feet)  COMP
 AB1978  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 AB1978
 AB1978  VERT ORDER  -  FIRST     CLASS II
 AB1978
 AB1978.The horizontal coordinates were scaled from a topographic map and have
 AB1978.an estimated accuracy of +/- 6 seconds.
 AB1978
 AB1978.The orthometric height was determined by differential leveling
 AB1978.and adjusted by the National Geodetic Survey in September 1998..
 AB1978
 AB1978.The geoid height was determined by GEOID03.
 AB1978
 AB1978.The dynamic height is computed by dividing the NAVD 88
 AB1978.geopotential number by the normal gravity value computed on the
 AB1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1978.degrees latitude (g = 980.6199 gals.).
 AB1978
 AB1978.The modeled gravity was interpolated from observed gravity values.
 AB1978
 AB1978;                    North         East    Units  Estimated Accuracy
 AB1978;SPC SC       -   104,830.      587,090.      MT  (+/- 180 meters Scaled)
 AB1978
 AB1978                          SUPERSEDED SURVEY CONTROL
 AB1978
 AB1978.No superseded survey control is available for this station.
 AB1978
 AB1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS774267(NAD 83)
 AB1978_MARKER: DD = SURVEY DISK
 AB1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1978_STAMPING: 25 001 1995
 AB1978_MARK LOGO: SCGS  
 AB1978_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1978+STABILITY: SURFACE MOTION
 AB1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1978+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1978
 AB1978  HISTORY     - Date     Condition        Report By
 AB1978  HISTORY     - 1995     MONUMENTED       SCGS
 AB1978
 AB1978                          STATION DESCRIPTION
 AB1978
 AB1978'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1978'STATION IS LOCATED 1.7 MILES (2.7 KM) NORTH OF ESTILL, 2.5 MILES (4.0
 AB1978'KM) SOUTH OF LURAY.  OWNERSHIP--ALEY SAUNDERS, PHONE 803-625-3816.  TO
 AB1978'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 321, STATE HIGHWAY
 AB1978'3 (EAST RAILROAD AVENUE) AND STATE ROAD 56 (NIXVILLE ROAD) AT THE
 AB1978'NORTH EDGE OF ESTILL, GO NORTH ON HIGHWAY 321 FOR 0.55 MILE (0.89 KM)
 AB1978'TO THE JUNCTION OF STATE ROAD 402 (HILLTOP ROAD) , CONTINUE ON HIGHWAY
 AB1978'321 FOR 0.9 MILE (1.4 KM) TO A SAND ROAD LEFT (RAGE ROAD) AND THE
 AB1978'STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER OF A CHAIN LINK FENCE
 AB1978'SURROUNDING THE ESTILL WATER TANK. STATION IS A CONCRETE POST FLUSH
 AB1978'WITH THE GROUND AND 3.5 FEET (1.1 M) BELOW THE HIGHWAY, 120.0 FEET
 AB1978'(36.6 M) EAST SOUTHEAST OF THE CENTER FO THE HIGHWAY, 82.2 FEET (25.1
 AB1978'M) SOUTH SOUTHEAST OF A LARGE POWER POLE NUMBER 227, 2.8 FEET (0.9 M)
 AB1978'SOUTH OF THE SOUTHWEST CORNER OF THE FENCE, 27.0 FEET (8.2 M) NORTH OF
 AB1978'THE GRAVEL DRIVE LEADING TO THE TANK AND BEYOND THE SOUTH GATE POST
 AB1978'LEADING TO THE WATER TANK, 107.3 FEET (32.7 M) EAST NORTHEAST OF THE
 AB1978'SOUTH GATE POST LEADING TO THE WATER TOWER.  DESCRIBED BY R.W.
 AB1978'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1979 ***********************************************************************
 AB1979  DESIGNATION -  25 002
 AB1979  PID         -  AB1979
 AB1979  STATE/COUNTY-  SC/HAMPTON
 AB1979  USGS QUAD   -  GIFFORD (1988)
 AB1979
 AB1979                         *CURRENT SURVEY CONTROL
 AB1979  ___________________________________________________________________
 AB1979* NAD 83(2001)-  32 47 31.76554(N)    081 14 18.25210(W)     ADJUSTED  
 AB1979* NAVD 88     -        42.701  (meters)     140.09   (feet)  ADJUSTED  
 AB1979  ___________________________________________________________________
 AB1979  X           -     817,520.371 (meters)                     COMP
 AB1979  Y           -  -5,304,374.364 (meters)                     COMP
 AB1979  Z           -   3,434,610.559 (meters)                     COMP
 AB1979  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AB1979  ELLIP HEIGHT-          11.58  (meters)          (03/13/03) GPS OBS
 AB1979  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AB1979  DYNAMIC HT  -          42.654 (meters)     139.94  (feet)  COMP
 AB1979  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 AB1979
 AB1979  HORZ ORDER  -  FIRST
 AB1979  VERT ORDER  -  FIRST     CLASS II
 AB1979  ELLP ORDER  -  FOURTH    CLASS II
 AB1979
 AB1979.The horizontal coordinates were established by GPS observations
 AB1979.and adjusted by the National Geodetic Survey in March 2003..
 AB1979
 AB1979.The orthometric height was determined by differential leveling
 AB1979.and adjusted by the National Geodetic Survey in September 1998..
 AB1979
 AB1979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1979
 AB1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1979
 AB1979.The ellipsoidal height was determined by GPS observations
 AB1979.and is referenced to NAD 83.
 AB1979
 AB1979.The geoid height was determined by GEOID03.
 AB1979
 AB1979.The dynamic height is computed by dividing the NAVD 88
 AB1979.geopotential number by the normal gravity value computed on the
 AB1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1979.degrees latitude (g = 980.6199 gals.).
 AB1979
 AB1979.The modeled gravity was interpolated from observed gravity values.
 AB1979
 AB1979;                    North         East     Units Scale Factor Converg.
 AB1979;SPC SC       -   106,360.721   587,270.381   MT  0.99990990   -0 07 55.8
 AB1979;SPC SC       -   348,952.50  1,926,740.10   iFT  0.99990990   -0 07 55.8
 AB1979;UTM  17      - 3,628,270.996   477,677.255   MT  0.99960614   -0 07 44.8
 AB1979
 AB1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1979!SPC SC       -   0.99999818  x   0.99990990  =   0.99990808
 AB1979!UTM  17      -   0.99999818  x   0.99960614  =   0.99960432
 AB1979
 AB1979                          SUPERSEDED SURVEY CONTROL
 AB1979
 AB1979  NAD 83(1995)-  32 47 31.76534(N)    081 14 18.25196(W) AD(       ) 1
 AB1979  ELLIP H (12/20/99)   11.60   (m)                       GP(       ) 4 1
 AB1979  NAD 83(1986)-  32 47 31.77301(N)    081 14 18.25165(W) AD(       ) 1
 AB1979  NAVD 88 (08/28/97)   42.70   (m)          140.1    (f) LEVELING    3  
 AB1979
 AB1979.Superseded values are not recommended for survey control.
 AB1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1979.See file dsdata.txt to determine how the superseded data were derived.
 AB1979
 AB1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS7767728271(NAD 83)
 AB1979_MARKER: DD = SURVEY DISK
 AB1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1979_STAMPING: 25 002 1995
 AB1979_MARK LOGO: SCGS  
 AB1979_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1979+STABILITY: SURFACE MOTION
 AB1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1979+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1979
 AB1979  HISTORY     - Date     Condition        Report By
 AB1979  HISTORY     - 1995     MONUMENTED       SCGS
 AB1979  HISTORY     - 19961217 GOOD             SCGS
 AB1979
 AB1979                          STATION DESCRIPTION
 AB1979
 AB1979'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1979'STATION IS LOCATED 1.6 MILES (2.6 KM) SOUTH OF LURAY.
 AB1979'OWNERSHIP--ESTILL HIGH SCHOOL, CONTACT-ANDERSON TAYLOR (PRINCIPAL) .
 AB1979'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA
 AB1979'HIGHWAY) AND STATE HIGHWAY 363 (LURAY ROAD) , 0.5 MILE (0.8 KM) NORTH
 AB1979'OF LURAY, GO SOUTH ON HIGHWAY 321 FOR 2.1 MILES (3.4 KM) TO THE PAVED
 AB1979'EXIT DRIVE FOR ESTILL HIGH SCHOOL, TURN LEFT ALONG THE DRIVE FOR 0.1
 AB1979'MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR THE SOUTH SOUTHWEST
 AB1979'CORNER OF THE ADMINISTRATION BUILDING.  STATION IS A CONCRETE POST
 AB1979'FLUSH WITH THE GROUND AND LEVEL WITH A SIDEWALK, 9.8 FEET (3.0 M) WEST
 AB1979'SOUTHWEST OF THE SOUTH SOUTHWEST CORNER OF THE CONCRETE BLOCK
 AB1979'BUILDING, 15.0 FEET (4.6 M) NORTH NORTHWEST OF THE NORTHWEST EDGE OF
 AB1979'THE SIDEWALK PARALLEL TO THE FRONT OF BUILDING, 22.4 FEET (6.8 M)
 AB1979'NORTH NORTHEAST OF A LARGE LIGHT POST, 86.3 FEET (26.3 M) WEST OF A
 AB1979'FLAG POLE.  DESCRIBED BY R.W.  ROBERTS.
 AB1979
 AB1979                          STATION RECOVERY (1996)
 AB1979
 AB1979'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB1979'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1980 ***********************************************************************
 AB1980  DESIGNATION -  25 003
 AB1980  PID         -  AB1980
 AB1980  STATE/COUNTY-  SC/HAMPTON
 AB1980  USGS QUAD   -  GIFFORD (1988)
 AB1980
 AB1980                         *CURRENT SURVEY CONTROL
 AB1980  ___________________________________________________________________
 AB1980* NAD 83(1986)-  32 48 09.     (N)    081 14 25.     (W)     SCALED    
 AB1980* NAVD 88     -        42.139  (meters)     138.25   (feet)  ADJUSTED  
 AB1980  ___________________________________________________________________
 AB1980  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AB1980  DYNAMIC HT  -          42.093 (meters)     138.10  (feet)  COMP
 AB1980  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 AB1980
 AB1980  VERT ORDER  -  FIRST     CLASS II
 AB1980
 AB1980.The horizontal coordinates were scaled from a topographic map and have
 AB1980.an estimated accuracy of +/- 6 seconds.
 AB1980
 AB1980.The orthometric height was determined by differential leveling
 AB1980.and adjusted by the National Geodetic Survey in September 1998..
 AB1980
 AB1980.The geoid height was determined by GEOID03.
 AB1980
 AB1980.The dynamic height is computed by dividing the NAVD 88
 AB1980.geopotential number by the normal gravity value computed on the
 AB1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1980.degrees latitude (g = 980.6199 gals.).
 AB1980
 AB1980.The modeled gravity was interpolated from observed gravity values.
 AB1980
 AB1980;                    North         East    Units  Estimated Accuracy
 AB1980;SPC SC       -   107,510.      587,100.      MT  (+/- 180 meters Scaled)
 AB1980
 AB1980                          SUPERSEDED SURVEY CONTROL
 AB1980
 AB1980.No superseded survey control is available for this station.
 AB1980
 AB1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS775294(NAD 83)
 AB1980_MARKER: DD = SURVEY DISK
 AB1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1980_STAMPING: 25 003 1995
 AB1980_MARK LOGO: SCGS  
 AB1980_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1980+STABILITY: SURFACE MOTION
 AB1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1980+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1980
 AB1980  HISTORY     - Date     Condition        Report By
 AB1980  HISTORY     - 1995     MONUMENTED       SCGS
 AB1980
 AB1980                          STATION DESCRIPTION
 AB1980
 AB1980'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1980'STATION IS LOCATED 0.8 MILE (1.3 KM) SOUTH OF LURAY.
 AB1980'OWNERSHIP--RAILROAD RIGHT OF WAY.  TO REACH THE STATION FROM THE
 AB1980'JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY) AND STATE HIGHWAY 363
 AB1980'(LURAY ROAD) , 0.5 MILE (0.8 KM) NORTH OF LURAY, GO SOUTH ON HIGHWAY
 AB1980'321 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 591 (WATSON
 AB1980'ROAD) , TURN RIGHT ON ROAD 591 TO THE STATION NEAR A RAILROAD CROSSING
 AB1980'SIGN IN THE SOUTHWEST ANGLE OF A RAILROAD CROSSING.  STATION IS A
 AB1980'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 AB1980'TRACKS, 106.6 FEET (32.5 M) WEST OF THE CENTER OF THE HIGHWAY, 43.4
 AB1980'FEET (13.2 M) WEST OF THE WEST RAIL OF THE TRACKS, 18.6 FEET (5.7 M)
 AB1980'SOUTH OF THE CENTER OF ROAD 591, 11.6 FEET (3.5 M) EAST NORTHEAST OF A
 AB1980'CONCRETE BURIED CABLE MARKER NUMBER 000671, 146.3 FEET (44.6 M) NORTH
 AB1980'NORTHEAST OF A LARGE POWER POLE NUMBER 238481, 8.7 FEET (2.7 M) SOUTH
 AB1980'SOUTHWEST OF A WITNESS POST BESIDE THE RAILROAD CROSSING SIGN WITH A
 AB1980'SCGS REFERENCE WASHER ATTACHED.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1981 ***********************************************************************
 AB1981  DESIGNATION -  25 004
 AB1981  PID         -  AB1981
 AB1981  STATE/COUNTY-  SC/HAMPTON
 AB1981  USGS QUAD   -  GIFFORD (1988)
 AB1981
 AB1981                         *CURRENT SURVEY CONTROL
 AB1981  ___________________________________________________________________
 AB1981* NAD 83(1986)-  32 48 36.     (N)    081 14 19.     (W)     SCALED    
 AB1981* NAVD 88     -        41.090  (meters)     134.81   (feet)  ADJUSTED  
 AB1981  ___________________________________________________________________
 AB1981  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AB1981  DYNAMIC HT  -          41.044 (meters)     134.66  (feet)  COMP
 AB1981  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 AB1981
 AB1981  VERT ORDER  -  FIRST     CLASS II
 AB1981
 AB1981.The horizontal coordinates were scaled from a topographic map and have
 AB1981.an estimated accuracy of +/- 6 seconds.
 AB1981
 AB1981.The orthometric height was determined by differential leveling
 AB1981.and adjusted by the National Geodetic Survey in September 1998..
 AB1981
 AB1981.The geoid height was determined by GEOID03.
 AB1981
 AB1981.The dynamic height is computed by dividing the NAVD 88
 AB1981.geopotential number by the normal gravity value computed on the
 AB1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1981.degrees latitude (g = 980.6199 gals.).
 AB1981
 AB1981.The modeled gravity was interpolated from observed gravity values.
 AB1981
 AB1981;                    North         East    Units  Estimated Accuracy
 AB1981;SPC SC       -   108,340.      587,260.      MT  (+/- 180 meters Scaled)
 AB1981
 AB1981                          SUPERSEDED SURVEY CONTROL
 AB1981
 AB1981.No superseded survey control is available for this station.
 AB1981
 AB1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS776302(NAD 83)
 AB1981_MARKER: DD = SURVEY DISK
 AB1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1981_STAMPING: 25 004 1995
 AB1981_MARK LOGO: SCGS  
 AB1981_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1981+STABILITY: SURFACE MOTION
 AB1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1981+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1981
 AB1981  HISTORY     - Date     Condition        Report By
 AB1981  HISTORY     - 1995     MONUMENTED       SCGS
 AB1981
 AB1981                          STATION DESCRIPTION
 AB1981
 AB1981'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1981'STATION IS LOCATED IN LURAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1981'PRECONSRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AB1981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 321 (COLUMBIA
 AB1981'HIGHWAY) AND STATE HIGHWAY 363 (LURAY ROAD) , 0.5 MILE (0.8 KM) NORTH
 AB1981'OF LURAY, GO SOUTH ON HIGHWAY 321 FOR 0.6 MILE (1.0 KM) TO THE
 AB1981'JUNCTION OF STATE ROAD 93 (ORCHARD ROAD) , CONTINUE ON HIGHWAY 321 FOR
 AB1981'0.25 MILE (0.40 KM) TO A SAND ROAD LEFT (PEPPER ROW) , TURN LEFT ON
 AB1981'THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A WOOD POST
 AB1981'IN THE SIDE YARD OF THE ST.  MARY HOLINESS CHURCH.  STATION IS A
 AB1981'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AB1981'SAND ROAD, 119.4 FEET (36.4 M) WEST OF THE SOUTHWEST CORNER OF THE
 AB1981'SOUTH WING OF THE CHURCH, 57.4 FEET (17.5 M) SOUTH SOUTHEAST OF A
 AB1981'POWER POLE NUMBER 303327 WITH A TRANSFORMER, 11.0 FEET (3.4 M) EAST OF
 AB1981'THE CENTER OF THE SAND ROAD, 92.5 FEET (28.2 M) SOUTH OF THE SOUTHWEST
 AB1981'CORNER OF THE SIDEWALK LEADING FROM THE SAND ROAD TO THE FRONT DOOR OF
 AB1981'THE CHURCH, 2.8 FEET (0.9 M) SOUTHWEST OF A WITNESS POST BESIDE THE
 AB1981'4.0-FOOT WOOD POST WITH A SCGS REFERENCE WASHER ATTACHED.  DESCRIBED
 AB1981'BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1982 ***********************************************************************
 AB1982  DESIGNATION -  25 005
 AB1982  PID         -  AB1982
 AB1982  STATE/COUNTY-  SC/HAMPTON
 AB1982  USGS QUAD   -  GIFFORD (1988)
 AB1982
 AB1982                         *CURRENT SURVEY CONTROL
 AB1982  ___________________________________________________________________
 AB1982* NAD 83(1986)-  32 49 03.     (N)    081 14 25.     (W)     SCALED    
 AB1982* NAVD 88     -        41.853  (meters)     137.31   (feet)  ADJUSTED  
 AB1982  ___________________________________________________________________
 AB1982  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AB1982  DYNAMIC HT  -          41.806 (meters)     137.16  (feet)  COMP
 AB1982  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 AB1982
 AB1982  VERT ORDER  -  FIRST     CLASS II
 AB1982
 AB1982.The horizontal coordinates were scaled from a topographic map and have
 AB1982.an estimated accuracy of +/- 6 seconds.
 AB1982
 AB1982.The orthometric height was determined by differential leveling
 AB1982.and adjusted by the National Geodetic Survey in September 1998..
 AB1982
 AB1982.The geoid height was determined by GEOID03.
 AB1982
 AB1982.The dynamic height is computed by dividing the NAVD 88
 AB1982.geopotential number by the normal gravity value computed on the
 AB1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1982.degrees latitude (g = 980.6199 gals.).
 AB1982
 AB1982.The modeled gravity was interpolated from observed gravity values.
 AB1982
 AB1982;                    North         East    Units  Estimated Accuracy
 AB1982;SPC SC       -   109,170.      587,100.      MT  (+/- 180 meters Scaled)
 AB1982
 AB1982                          SUPERSEDED SURVEY CONTROL
 AB1982
 AB1982.No superseded survey control is available for this station.
 AB1982
 AB1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS775310(NAD 83)
 AB1982_MARKER: DD = SURVEY DISK
 AB1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1982_STAMPING: 25 005 1995
 AB1982_MARK LOGO: SCGS  
 AB1982_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1982+STABILITY: SURFACE MOTION
 AB1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1982+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1982
 AB1982  HISTORY     - Date     Condition        Report By
 AB1982  HISTORY     - 1995     MONUMENTED       SCGS
 AB1982
 AB1982                          STATION DESCRIPTION
 AB1982
 AB1982'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1982'STATION IS LOCATED IN LURAY.  OWNERSHIP--ROUSE, 181 ROUSE STREET,
 AB1982'LURAY, SC 29932.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB1982'HIGHWAY 321 (COLUMBIA HIGHWAY) AND STATE HIGHWAY 363 (LURAY ROAD) ,
 AB1982'0.5 MILE (0.8 KM) NORTH OF LURAY, GO SOUTH ON HIGHWAY 321 FOR 0.25
 AB1982'MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 100 (ROUSE STREET) , TURN
 AB1982'RIGHT ON ROAD 100 CROSSING RAILROAD TRACKS TO THE STATION NEAR A POWER
 AB1982'POLE IN THE FRONT YARD OF A TWO-STORY VINYL-SIDED HOUSE IN THE
 AB1982'SOUTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 88 (WEST RAILROAD
 AB1982'AVENUE) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AB1982'WITH ROAD 100, 258.9 FEET (78.9 M) EAST NORTHEAST OF THE NORTHEAST
 AB1982'CORNER OF THE GARAGE OF THE HOUSE, 36.5 FEET (11.1 M) SOUTH SOUTHWEST
 AB1982'OF THE CENTER OF ROAD 100, 92.7 FEET (28.3 M) WEST OF THE WEST RAIL OF
 AB1982'THE TRACKS, 30.5 FEET (9.3 M) SOUTHEAST OF THE POWER POLE NUMBER
 AB1982'230012 WITH TWO GUY WIRES, 35.7 FEET (10.9 M) WEST OF THE NORTHWEST
 AB1982'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 88, 29.8 FEET
 AB1982'(9.1 M) SOUTHEAST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1983 ***********************************************************************
 AB1983  DESIGNATION -  25 006
 AB1983  PID         -  AB1983
 AB1983  STATE/COUNTY-  SC/HAMPTON
 AB1983  USGS QUAD   -  GIFFORD (1988)
 AB1983
 AB1983                         *CURRENT SURVEY CONTROL
 AB1983  ___________________________________________________________________
 AB1983* NAD 83(1986)-  32 50 47.     (N)    081 14 17.     (W)     SCALED    
 AB1983* NAVD 88     -        42.248  (meters)     138.61   (feet)  ADJUSTED  
 AB1983  ___________________________________________________________________
 AB1983  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AB1983  DYNAMIC HT  -          42.202 (meters)     138.46  (feet)  COMP
 AB1983  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 AB1983
 AB1983  VERT ORDER  -  FIRST     CLASS II
 AB1983
 AB1983.The horizontal coordinates were scaled from a topographic map and have
 AB1983.an estimated accuracy of +/- 6 seconds.
 AB1983
 AB1983.The orthometric height was determined by differential leveling
 AB1983.and adjusted by the National Geodetic Survey in September 1998..
 AB1983
 AB1983.The geoid height was determined by GEOID03.
 AB1983
 AB1983.The dynamic height is computed by dividing the NAVD 88
 AB1983.geopotential number by the normal gravity value computed on the
 AB1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1983.degrees latitude (g = 980.6199 gals.).
 AB1983
 AB1983.The modeled gravity was interpolated from observed gravity values.
 AB1983
 AB1983;                    North         East    Units  Estimated Accuracy
 AB1983;SPC SC       -   112,370.      587,320.      MT  (+/- 180 meters Scaled)
 AB1983
 AB1983                          SUPERSEDED SURVEY CONTROL
 AB1983
 AB1983.No superseded survey control is available for this station.
 AB1983
 AB1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS777342(NAD 83)
 AB1983_MARKER: DD = SURVEY DISK
 AB1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1983_STAMPING: 25 006 1995
 AB1983_MARK LOGO: SCGS  
 AB1983_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1983+STABILITY: SURFACE MOTION
 AB1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1983+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1983
 AB1983  HISTORY     - Date     Condition        Report By
 AB1983  HISTORY     - 1995     MONUMENTED       SCGS
 AB1983
 AB1983                          STATION DESCRIPTION
 AB1983
 AB1983'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1983'STATION IS LOCATED 0.9 MILE (1.4 KM) SOUTH OF GIFFORD.
 AB1983'OWNERSHIP--ESTILL HIGH SCHOOL, ANDERSON TAYLOR (PRINCIPAL) .  TO REACH
 AB1983'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY)
 AB1983'AND STATE HIGHWAY 363 (LURAY ROAD) , 0.5 MILE (0.8 KM) NORTH OF LURAY,
 AB1983'GO NORTH ON HIGHWAY 321 FOR 1.7 MILES (2.7 KM) TO THE ENTRANCE DRIVE
 AB1983'RIGHT LEADING TO THE ESTILL HIGH SCHOOL JROTC BUILDING, TURN RIGHT ON
 AB1983'THE DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR THE ENTRANCE AT
 AB1983'THE NORTHWEST CORNER.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1983'GROUND AND LEVEL WITH ENTRANCE DRIVE, 49.8 FEET (15.2 M) NORTH OF THE
 AB1983'NORTHWEST CORNER OF THE MAIN PART OF THE NORTH WING OF THE SCHOOL,
 AB1983'21.6 FEET (6.6 M) EAST OF A FIRE HYDRANT, 125.9 FEET (38.4 M) EAST
 AB1983'NORTHEAST OF THE FLAG POLE, 46.3 FEET (14.1 M) NORTH NORTHEAST OF THE
 AB1983'NORTHWEST CORNER OF THE PORCH FOR THE ENTRANCE OF THE BUILDING, 49.8
 AB1983'FEET (15.2 M) WEST SOUTHWEST OF A POWER POLE NUMBER 87127 WITH TWO
 AB1983'TRANSFORMERS AND A GUY WIRE. DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1984 ***********************************************************************
 AB1984  DESIGNATION -  25 007
 AB1984  PID         -  AB1984
 AB1984  STATE/COUNTY-  SC/HAMPTON
 AB1984  USGS QUAD   -  GIFFORD (1988)
 AB1984
 AB1984                         *CURRENT SURVEY CONTROL
 AB1984  ___________________________________________________________________
 AB1984* NAD 83(2001)-  32 51 29.60982(N)    081 14 13.98317(W)     ADJUSTED  
 AB1984* NAVD 88     -        41.512  (meters)     136.19   (feet)  ADJUSTED  
 AB1984  ___________________________________________________________________
 AB1984  X           -     817,024.920 (meters)                     COMP
 AB1984  Y           -  -5,300,431.014 (meters)                     COMP
 AB1984  Z           -   3,440,767.033 (meters)                     COMP
 AB1984  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AB1984  ELLIP HEIGHT-          10.41  (meters)          (03/13/03) GPS OBS
 AB1984  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AB1984  DYNAMIC HT  -          41.466 (meters)     136.04  (feet)  COMP
 AB1984  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 AB1984
 AB1984  HORZ ORDER  -  FIRST
 AB1984  VERT ORDER  -  FIRST     CLASS II
 AB1984  ELLP ORDER  -  FOURTH    CLASS II
 AB1984
 AB1984.The horizontal coordinates were established by GPS observations
 AB1984.and adjusted by the National Geodetic Survey in March 2003..
 AB1984
 AB1984.The orthometric height was determined by differential leveling
 AB1984.and adjusted by the National Geodetic Survey in September 1998..
 AB1984
 AB1984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1984
 AB1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1984
 AB1984.The ellipsoidal height was determined by GPS observations
 AB1984.and is referenced to NAD 83.
 AB1984
 AB1984.The geoid height was determined by GEOID03.
 AB1984
 AB1984.The dynamic height is computed by dividing the NAVD 88
 AB1984.geopotential number by the normal gravity value computed on the
 AB1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1984.degrees latitude (g = 980.6199 gals.).
 AB1984
 AB1984.The modeled gravity was interpolated from observed gravity values.
 AB1984
 AB1984;                    North         East     Units Scale Factor Converg.
 AB1984;SPC SC       -   113,686.738   587,398.264   MT  0.99989307   -0 07 53.4
 AB1984;SPC SC       -   372,987.99  1,927,159.66   iFT  0.99989307   -0 07 53.4
 AB1984;UTM  17      - 3,635,594.856   477,804.726   MT  0.99960607   -0 07 43.3
 AB1984
 AB1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1984!SPC SC       -   0.99999837  x   0.99989307  =   0.99989144
 AB1984!UTM  17      -   0.99999837  x   0.99960607  =   0.99960444
 AB1984
 AB1984                          SUPERSEDED SURVEY CONTROL
 AB1984
 AB1984  NAD 83(1995)-  32 51 29.60965(N)    081 14 13.98306(W) AD(       ) 1
 AB1984  ELLIP H (12/20/99)   10.42   (m)                       GP(       ) 4 1
 AB1984  NAD 83(1986)-  32 51 29.61715(N)    081 14 13.98184(W) AD(       ) 1
 AB1984  NAVD 88 (08/28/97)   41.51   (m)          136.2    (f) LEVELING    3  
 AB1984
 AB1984.Superseded values are not recommended for survey control.
 AB1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1984.See file dsdata.txt to determine how the superseded data were derived.
 AB1984
 AB1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS7780535595(NAD 83)
 AB1984_MARKER: DD = SURVEY DISK
 AB1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1984_STAMPING: 25 007 1995
 AB1984_MARK LOGO: SCGS  
 AB1984_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1984+STABILITY: SURFACE MOTION
 AB1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1984+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1996
 AB1984
 AB1984  HISTORY     - Date     Condition        Report By
 AB1984  HISTORY     - 1995     MONUMENTED       SCGS
 AB1984  HISTORY     - 19961217 GOOD             SCGS
 AB1984
 AB1984                          STATION DESCRIPTION
 AB1984
 AB1984'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1984'STATION IS LOCATED IN GIFFORD.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1984'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1984'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1984'321 (COLUMBIA HIGHWAY) AND STATE HIGHWAY 363 (LURAY ROAD) , 0.5 MILE
 AB1984'(0.8 KM) NORTH OF LURAY, GO NORTH ON HIGHWAY 321 FOR 2.5 MILES (4.0
 AB1984'KM) TO A SAND ROAD RIGHT (REED LANE) IN GIFFORD, TURN RIGHT ON THE
 AB1984'SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1984'POWER POLE AT THE EXTENDED CENTER OF ANOTHER SAND ROAD (BEST GINN
 AB1984'STREET) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AB1984'WITH THE SAND ROAD, 2.4 FEET (0.7 M) NORTHEAST OF THE POWER POLE
 AB1984'NUMBER 355547 WITH A TRANSFORMER, 11.6 FEET (3.5 M) SOUTH OF THE
 AB1984'CENTER OF REED LANE, 19.4 FEET (5.9 M) WEST OF THE EXTENDED CENTER OF
 AB1984'BEST GINN ROAD, 75.3 FEET (23.0 M) WEST SOUTHWEST OF THE WEST CORNER
 AB1984'OF THE BRICK PILLAR AT THE FRONT PORCH OF A WOOD-SIDED HOME IN THE
 AB1984'NORTHEAST ANGLE OF THE JUNCTION, 3.1 FEET (0.9 M) NORTHEAST OF A
 AB1984'WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1984
 AB1984                          STATION RECOVERY (1996)
 AB1984
 AB1984'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB1984'STATION IS LOCATED IN GIFFORD.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1984'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1984'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1984'321 (COLUMBIA HIGHWAY) AND STATE HIGHWAY 363 (LURAY ROAD) , 0.5 MILE
 AB1984'(0.8 KM) NORTH OF LURAY, GO NORTH ON HIGHWAY 321 FOR 2.5 MILES (4.0
 AB1984'KM) TO A SAND ROAD RIGHT (REED LANE) IN GIFFORD, TURN RIGHT ON THE
 AB1984'SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1984'POWER POLE AT THE EXTENDED CENTER OF ANOTHER SAND ROAD (BEST GINN
 AB1984'STREET) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AB1984'WITH THE SAND ROAD, 2.4 FEET (0.7 M) NORTHEAST OF THE POWER POLE
 AB1984'NUMBER 355547 WITH A TRANSFORMER, 11.6 FEET (3.5 M) SOUTH OF THE
 AB1984'CENTER OF REED LANE, 19.4 FEET (5.9 M) WEST OF THE EXTENDED CENTER OF
 AB1984'BEST GINN ROAD, 95.3 FEET (29.0 M) WEST SOUTHWEST OF THE WEST CORNER
 AB1984'OF THE BRICK PILLAR AT THE FRONT PORCH OF A WOOD-SIDED HOME IN THE
 AB1984'NORTHEAST ANGLE OF THE JUNCTION, 3.1 FEET (0.9 M) NORTHEAST OF A
 AB1984'WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1969 ***********************************************************************
 AB1969  DESIGNATION -  25 008
 AB1969  PID         -  AB1969
 AB1969  STATE/COUNTY-  SC/HAMPTON
 AB1969  USGS QUAD   -  PINELAND (1988)
 AB1969
 AB1969                         *CURRENT SURVEY CONTROL
 AB1969  ___________________________________________________________________
 AB1969* NAD 83(1986)-  32 36 09.     (N)    081 14 50.     (W)     SCALED    
 AB1969* NAVD 88     -        22.148  (meters)      72.66   (feet)  ADJUSTED  
 AB1969  ___________________________________________________________________
 AB1969  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 AB1969  DYNAMIC HT  -          22.123 (meters)      72.58  (feet)  COMP
 AB1969  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 AB1969
 AB1969  VERT ORDER  -  FIRST     CLASS II
 AB1969
 AB1969.The horizontal coordinates were scaled from a topographic map and have
 AB1969.an estimated accuracy of +/- 6 seconds.
 AB1969
 AB1969.The orthometric height was determined by differential leveling
 AB1969.and adjusted by the National Geodetic Survey in September 1998..
 AB1969
 AB1969.The geoid height was determined by GEOID03.
 AB1969
 AB1969.The dynamic height is computed by dividing the NAVD 88
 AB1969.geopotential number by the normal gravity value computed on the
 AB1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1969.degrees latitude (g = 980.6199 gals.).
 AB1969
 AB1969.The modeled gravity was interpolated from observed gravity values.
 AB1969
 AB1969;                    North         East    Units  Estimated Accuracy
 AB1969;SPC SC       -    85,330.      586,390.      MT  (+/- 180 meters Scaled)
 AB1969
 AB1969                          SUPERSEDED SURVEY CONTROL
 AB1969
 AB1969.No superseded survey control is available for this station.
 AB1969
 AB1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS768072(NAD 83)
 AB1969_MARKER: DD = SURVEY DISK
 AB1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1969_STAMPING: 25 008 1995
 AB1969_MARK LOGO: SCGS  
 AB1969_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1969+STABILITY: SURFACE MOTION
 AB1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1969+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1969
 AB1969  HISTORY     - Date     Condition        Report By
 AB1969  HISTORY     - 1995     MONUMENTED       SCGS
 AB1969
 AB1969                          STATION DESCRIPTION
 AB1969
 AB1969'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1969'STATION IS LOCATED IN GARNETT.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1969'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1969'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1969'321 (COLUMBIA HIGHWAY) , STATE HIGHWAY 119 (CLIO ROAD) AND STATE ROAD
 AB1969'20 (AUGUSTA STAGECOACH ROAD) IN GARNETT, GO WEST SOUTHWEST ON ROAD 20
 AB1969'FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 502 (ROBERTVILLE
 AB1969'ROAD) , TURN LEFT ON ROAD 502 FOR 0.25 MILE (0.40 KM) TO THE STATION
 AB1969'ON THE RIGHT NEAR A POWER POLE IN FRONT OF A BUILDING AND GRASSY
 AB1969'SOFTBALL FIELD, 0.4 MILE (0.6 KM) NORTH OF THE JUNCTION OF STATE ROAD
 AB1969'588 (BLACK SWAMP ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1969'GROUND AND LEVEL WITH THE ROAD, 29.2 FEET (8.9 M) WEST OF THE CENTER
 AB1969'OF THE ROAD, 3.8 FEET (1.2 M) NORTHEAST OF THE POWER POLE
 AB1969'60/259225/P/209/6 WITH A TRANSFORMER AND GUY WIRE, 115.1 FEET (35.1 M)
 AB1969'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD AND CINDERBLOCK SIDED
 AB1969'BUILDING, 95.3 FEET (29.0 M) SOUTH OF THE SOUTH PAVED CIRCULAR DRIVE
 AB1969'LEADING TO AN ABANDONED SCHOOL BUILDING, 3.4 FEET (1.0 M) NORTHEAST OF
 AB1969'A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1968 ***********************************************************************
 AB1968  DESIGNATION -  25 009
 AB1968  PID         -  AB1968
 AB1968  STATE/COUNTY-  SC/HAMPTON
 AB1968  USGS QUAD   -  PINELAND (1988)
 AB1968
 AB1968                         *CURRENT SURVEY CONTROL
 AB1968  ___________________________________________________________________
 AB1968* NAD 83(2001)-  32 35 12.28526(N)    081 14 58.82640(W)     ADJUSTED  
 AB1968* NAVD 88     -        17.521  (meters)      57.48   (feet)  ADJUSTED  
 AB1968  ___________________________________________________________________
 AB1968  X           -     818,345.361 (meters)                     COMP
 AB1968  Y           -  -5,316,673.988 (meters)                     COMP
 AB1968  Z           -   3,415,425.179 (meters)                     COMP
 AB1968  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AB1968  ELLIP HEIGHT-         -13.62  (meters)          (03/13/03) GPS OBS
 AB1968  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 AB1968  DYNAMIC HT  -          17.502 (meters)      57.42  (feet)  COMP
 AB1968  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 AB1968
 AB1968  HORZ ORDER  -  FIRST
 AB1968  VERT ORDER  -  FIRST     CLASS II
 AB1968  ELLP ORDER  -  FOURTH    CLASS II
 AB1968
 AB1968.The horizontal coordinates were established by GPS observations
 AB1968.and adjusted by the National Geodetic Survey in March 2003..
 AB1968
 AB1968.The orthometric height was determined by differential leveling
 AB1968.and adjusted by the National Geodetic Survey in September 1998..
 AB1968
 AB1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1968
 AB1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1968
 AB1968.The ellipsoidal height was determined by GPS observations
 AB1968.and is referenced to NAD 83.
 AB1968
 AB1968.The geoid height was determined by GEOID03.
 AB1968
 AB1968.The dynamic height is computed by dividing the NAVD 88
 AB1968.geopotential number by the normal gravity value computed on the
 AB1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1968.degrees latitude (g = 980.6199 gals.).
 AB1968
 AB1968.The modeled gravity was interpolated from observed gravity values.
 AB1968
 AB1968;                    North         East     Units Scale Factor Converg.
 AB1968;SPC SC       -    83,584.782   586,159.709   MT  0.99997058   -0 08 18.3
 AB1968;SPC SC       -   274,228.29  1,923,096.16   iFT  0.99997058   -0 08 18.3
 AB1968;UTM  17      - 3,605,502.567   476,568.342   MT  0.99960677   -0 08 04.1
 AB1968
 AB1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1968!SPC SC       -   1.00000214  x   0.99997058  =   0.99997272
 AB1968!UTM  17      -   1.00000214  x   0.99960677  =   0.99960891
 AB1968
 AB1968                          SUPERSEDED SURVEY CONTROL
 AB1968
 AB1968  NAD 83(1986)-  32 35 12.29593(N)    081 14 58.83206(W) AD(       ) 1
 AB1968  NAD 83(1995)-  32 35 12.28475(N)    081 14 58.82631(W) AD(       ) 1
 AB1968  ELLIP H (12/20/99)  -13.59   (m)                       GP(       ) 4 1
 AB1968  NAD 83(1986)-  32 35 12.29542(N)    081 14 58.83189(W) AD(       ) 1
 AB1968  NAVD 88 (08/28/97)   17.52   (m)           57.5    (f) LEVELING    3  
 AB1968
 AB1968.Superseded values are not recommended for survey control.
 AB1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1968.See file dsdata.txt to determine how the superseded data were derived.
 AB1968
 AB1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS7656805503(NAD 83)
 AB1968_MARKER: DD = SURVEY DISK
 AB1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1968_STAMPING: 25 009 1995
 AB1968_MARK LOGO: SCGS  
 AB1968_PROJECTION: FLUSH
 AB1968_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1968+STABILITY: SURFACE MOTION
 AB1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1968+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 AB1968
 AB1968  HISTORY     - Date     Condition        Report By
 AB1968  HISTORY     - 1995     MONUMENTED       SCGS
 AB1968  HISTORY     - 19961218 GOOD             SCGS
 AB1968  HISTORY     - 20030505 GOOD             SCGS
 AB1968
 AB1968                          STATION DESCRIPTION
 AB1968
 AB1968'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1968'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTH SOUTHWEST OF GARNETT.
 AB1968'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1968'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1968'JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY) , STATE HIGHWAY 119
 AB1968'(CLIO ROAD) AND STATE ROAD 20 (AUGUSTA STAGECOACH ROAD) IN GARNETT, GO
 AB1968'SOUTH ON HIGHWAY 119 FOR 1.65 MILES (2.66 KM) TO THE STATION IN THE
 AB1968'NORTH ANGLE OF THE JUNCTION OF STATE ROAD 502 (ROBERTVILLE ROAD) , A
 AB1968'REVERSE FORK RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1968'AND 4.0 FEET (1.2 M) BELOW THE HIGHWAY, 63.0 FEET (19.2 M) NORTH
 AB1968'NORTHWEST OF THE CENTER OF THE HIGHWAY, 14.0 FEET (4.3 M) SOUTHEAST OF
 AB1968'THE CENTER OF ROAD 502, 36.0 FEET (11.0 M) NORTH NORTHEAST OF THE
 AB1968'NORTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 502,
 AB1968'42.5 FEET (13.0 M) NORTH OF THE A WITNESS POST AT A STREET SIGN.
 AB1968'DESCRIBED BY R.W.  ROBERTS.
 AB1968
 AB1968                          STATION RECOVERY (1996)
 AB1968
 AB1968'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB1968'RECOVERED AS DESCRIBED.
 AB1968
 AB1968                          STATION RECOVERY (2003)
 AB1968
 AB1968'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AB1968'STATION IS LOCATED 7.4 MILES SOUTH SOUTHWEST OF FURMAN, 17.4 MILES
 AB1968'WEST NORTHWEST OF  RIDGELAND. OWNERSHIP--SCDOT, DIRECTOR OF
 AB1968'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 AB1968'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 AB1968'HIGHWAY 321 (COLUMBIA HIGHWAY) AND  STATE HIGHWAY 119 (CLIO ROAD) IN
 AB1968'GARNETT, 6.0 MILES SOUTHWEST OF FURMAN, GO SOUTH ON  HIGHWAY 119 FOR
 AB1968'1.65 MILES TO THE STATION ON RIGHT IN THE NORTH ANGLE OF A PAVED
 AB1968'REVERSE  FORK RIGHT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1968'AND 4.0 FEET BELOW THE HIGHWAY, 62.7  FEET NORTH NORTHWEST OF THE
 AB1968'CENTER OF THE HIGHWAY, 14.8 FEET SOUTHEAST OF THE CENTER  OF THE PAVED
 AB1968'ROAD, 60.3 FEET NORTHEAST OF A WITNESS POST AT A STOP SIGN POST.
 AB1968'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1970 ***********************************************************************
 AB1970  DESIGNATION -  25 010
 AB1970  PID         -  AB1970
 AB1970  STATE/COUNTY-  SC/HAMPTON
 AB1970  USGS QUAD   -  PINELAND (1988)
 AB1970
 AB1970                         *CURRENT SURVEY CONTROL
 AB1970  ___________________________________________________________________
 AB1970* NAD 83(1986)-  32 36 18.     (N)    081 14 27.     (W)     SCALED    
 AB1970* NAVD 88     -        22.297  (meters)      73.15   (feet)  ADJUSTED  
 AB1970  ___________________________________________________________________
 AB1970  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 AB1970  DYNAMIC HT  -          22.271 (meters)      73.07  (feet)  COMP
 AB1970  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 AB1970
 AB1970  VERT ORDER  -  FIRST     CLASS II
 AB1970
 AB1970.The horizontal coordinates were scaled from a topographic map and have
 AB1970.an estimated accuracy of +/- 6 seconds.
 AB1970
 AB1970.The orthometric height was determined by differential leveling
 AB1970.and adjusted by the National Geodetic Survey in September 1998..
 AB1970
 AB1970.The geoid height was determined by GEOID03.
 AB1970
 AB1970.The dynamic height is computed by dividing the NAVD 88
 AB1970.geopotential number by the normal gravity value computed on the
 AB1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1970.degrees latitude (g = 980.6199 gals.).
 AB1970
 AB1970.The modeled gravity was interpolated from observed gravity values.
 AB1970
 AB1970;                    North         East    Units  Estimated Accuracy
 AB1970;SPC SC       -    85,610.      586,990.      MT  (+/- 180 meters Scaled)
 AB1970
 AB1970                          SUPERSEDED SURVEY CONTROL
 AB1970
 AB1970.No superseded survey control is available for this station.
 AB1970
 AB1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS774075(NAD 83)
 AB1970_MARKER: DD = SURVEY DISK
 AB1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1970_STAMPING: 25 010 1995
 AB1970_MARK LOGO: SCGS  
 AB1970_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1970+STABILITY: SURFACE MOTION
 AB1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1970+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1970
 AB1970  HISTORY     - Date     Condition        Report By
 AB1970  HISTORY     - 1995     MONUMENTED       SCGS
 AB1970
 AB1970                          STATION DESCRIPTION
 AB1970
 AB1970'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1970'STATION IS LOCATED 0.3 MILES (0.5 KM) EAST SOUTHEAST OF GARNETT.
 AB1970'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1970'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1970'JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY) , STATE HIGHWAY 119
 AB1970'(CLIO ROAD) AND STATE ROAD 20 (AUGUSTA STAGECOACH ROAD) IN GARNETT, GO
 AB1970'SOUTHEAST ON HIGHWAY 321 FOR 0.15 MILE (0.24 KM) TO THE STATION NEAR A
 AB1970'POWER POLE IN THE SOUTH ANGLE OF A DRIVEWAY RIGHT LEADING TO A MOBILE
 AB1970'HOME.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET
 AB1970'(0.5 M) BELOW THE HIGHWAY, 49.7 FEET (15.1 M) SOUTHWEST OF THE CENTER
 AB1970'OF THE HIGHWAY, 89.9 FEET (27.4 M) NORTH OF THE NORTH CORNER OF A
 AB1970'VINYL-SIDED HOUSE, 44.9 FEET (13.7 M) EAST NORTHEAST OF THE EAST
 AB1970'CORNER OF THE MOBILE HOME, 38.0 FEET (11.6 M) SOUTH OF THE SOUTHEAST
 AB1970'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH SAND DRIVE TO TWO
 AB1970'MOBILE HOMES, 19.7 FEET (6.0 M) WEST OF THE POWER POLE NUMBER 238846
 AB1970'WITH TWO GUY WIRES AND A TRANSFORMER. DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8673 ***********************************************************************
 AE8673  DESIGNATION -  25 011
 AE8673  PID         -  AE8673
 AE8673  STATE/COUNTY-  SC/HAMPTON
 AE8673  USGS QUAD   -  FAIRFAX (1988)
 AE8673
 AE8673                         *CURRENT SURVEY CONTROL
 AE8673  ___________________________________________________________________
 AE8673* NAD 83(1986)-  32 56 31.     (N)    081 12 48.     (W)     SCALED    
 AE8673* NAVD 88     -        38.129  (meters)     125.09   (feet)  ADJUSTED  
 AE8673  ___________________________________________________________________
 AE8673  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AE8673  DYNAMIC HT  -          38.087 (meters)     124.96  (feet)  COMP
 AE8673  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 AE8673
 AE8673  VERT ORDER  -  FIRST     CLASS II
 AE8673
 AE8673.The horizontal coordinates were scaled from a topographic map and have
 AE8673.an estimated accuracy of +/- 6 seconds.
 AE8673
 AE8673.The orthometric height was determined by differential leveling
 AE8673.and adjusted by the National Geodetic Survey in September 1998..
 AE8673
 AE8673.The geoid height was determined by GEOID03.
 AE8673
 AE8673.The dynamic height is computed by dividing the NAVD 88
 AE8673.geopotential number by the normal gravity value computed on the
 AE8673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8673.degrees latitude (g = 980.6199 gals.).
 AE8673
 AE8673.The modeled gravity was interpolated from observed gravity values.
 AE8673
 AE8673;                    North         East    Units  Estimated Accuracy
 AE8673;SPC SC       -   122,970.      589,650.      MT  (+/- 180 meters Scaled)
 AE8673
 AE8673                          SUPERSEDED SURVEY CONTROL
 AE8673
 AE8673.No superseded survey control is available for this station.
 AE8673
 AE8673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS800448(NAD 83)
 AE8673_MARKER: DD = SURVEY DISK
 AE8673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8673_STAMPING: 25 011 1996
 AE8673_MARK LOGO: SCGS  
 AE8673_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE8673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8673+STABILITY: SURFACE MOTION
 AE8673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8673+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8673
 AE8673  HISTORY     - Date     Condition        Report By
 AE8673  HISTORY     - 1996     MONUMENTED       SCGS
 AE8673
 AE8673                          STATION DESCRIPTION
 AE8673
 AE8673'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE8673'STATION IS LOCATED 0.7 MILE (1.1 KM) NORTHWEST OF BRUNSON, 2.95 MILES
 AE8673'(4.75 KM) SOUTHEAST OF FAIRFAX, 7.8 MILES (12.6 KM) NORTHEAST OF
 AE8673'HAMPTON.  OWNERSHIP--CARIBEL R.  SULLIVAN, HIGHWAY 278 WEST, BOX 101,
 AE8673'BRUNSON, SC 29911. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AE8673'HIGHWAYS 321 (HAMPTON AVENUE) AND 278 IN FAIRFAX, GO SOUTHEAST ON
 AE8673'HIGHWAY 278 FOR 1.65 MILES (2.66 KM) TO THE NORTHWEST DRIVEWAY OF A
 AE8673'SEMI-CIRCLE DRIVEWAY, TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08
 AE8673'KM) TO THE STATION NEAR A POWER POLE ON THE RIGHT, 0.1 MILE (0.2 KM)
 AE8673'NORTHWEST OF THE JUNCTION OF A SAND ROAD (TINKER TOWN ROAD) .  STATION
 AE8673'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY,
 AE8673'7.6 FEET (2.3 M) SOUTHWEST OF THE POWER POLE NUMBER 232453 WITH TWO
 AE8673'GUY WIRES, 55.5 FEET (16.9 M) NORTH NORTHWEST OF THE NORTHWEST CORNER
 AE8673'OF THE WEST EXTENSION OF A WOODEN HOUSE, 20.6 FEET (6.3 M) WEST OF THE
 AE8673'CENTER OF THE DRIVEWAY, 10.7 FEET (3.3 M) SOUTH OF A WITNESS POST.
 AE8673'DESCRIBED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8674 ***********************************************************************
 AE8674  DESIGNATION -  25 012
 AE8674  PID         -  AE8674
 AE8674  STATE/COUNTY-  SC/HAMPTON
 AE8674  USGS QUAD   -  FAIRFAX (1988)
 AE8674
 AE8674                         *CURRENT SURVEY CONTROL
 AE8674  ___________________________________________________________________
 AE8674* NAD 83(1986)-  32 55 55.     (N)    081 11 50.     (W)     SCALED    
 AE8674* NAVD 88     -        39.499  (meters)     129.59   (feet)  ADJUSTED  
 AE8674  ___________________________________________________________________
 AE8674  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AE8674  DYNAMIC HT  -          39.456 (meters)     129.45  (feet)  COMP
 AE8674  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 AE8674
 AE8674  VERT ORDER  -  FIRST     CLASS II
 AE8674
 AE8674.The horizontal coordinates were scaled from a topographic map and have
 AE8674.an estimated accuracy of +/- 6 seconds.
 AE8674
 AE8674.The orthometric height was determined by differential leveling
 AE8674.and adjusted by the National Geodetic Survey in September 1998..
 AE8674
 AE8674.The geoid height was determined by GEOID03.
 AE8674
 AE8674.The dynamic height is computed by dividing the NAVD 88
 AE8674.geopotential number by the normal gravity value computed on the
 AE8674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8674.degrees latitude (g = 980.6199 gals.).
 AE8674
 AE8674.The modeled gravity was interpolated from observed gravity values.
 AE8674
 AE8674;                    North         East    Units  Estimated Accuracy
 AE8674;SPC SC       -   121,850.      591,160.      MT  (+/- 180 meters Scaled)
 AE8674
 AE8674                          SUPERSEDED SURVEY CONTROL
 AE8674
 AE8674.No superseded survey control is available for this station.
 AE8674
 AE8674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS815437(NAD 83)
 AE8674_MARKER: DD = SURVEY DISK
 AE8674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8674_STAMPING: 25 012 1996
 AE8674_MARK LOGO: SCGS  
 AE8674_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE8674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8674+STABILITY: SURFACE MOTION
 AE8674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8674+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8674
 AE8674  HISTORY     - Date     Condition        Report By
 AE8674  HISTORY     - 1996     MONUMENTED       SCGS
 AE8674
 AE8674                          STATION DESCRIPTION
 AE8674
 AE8674'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE8674'STATION IS LOCATED 1.85 MILES (2.98 KM) NORTHWEST OF BRUNSON, 1.8
 AE8674'MILES (2.9 KM) SOUTHEAST OF FAIRFAX, 6.6 MILES (10.6 KM) NORTHEAST OF
 AE8674'HAMPTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AE8674'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AE8674'JUNCTION OF U.S. HIGHWAYS 321 (HAMPTON AVENUE) AND 278 IN FAIRFAX, GO
 AE8674'SOUTHEAST ON HIGHWAY 278 FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF
 AE8674'STATE ROAD 384 (MCMILLAN ROAD), TURN LEFT CROSSING RAILROAD TRACKS ON
 AE8674'ROAD 384 FOR 0.05 MILE (0.08 KM) TO A SAND ROAD RIGHT, TURN RIGHT ON
 AE8674'THE SAND ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A
 AE8674'POWER POLE IN THE YARD OF THE SECOND BAPTIST CHURCH.  STATION IS A
 AE8674'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.0 FOOT (0.3 M) ABOVE
 AE8674'THE ROAD, 8.7 FEET (2.7 M) SOUTHEAST OF THE POWER POLE NUMBER 238325,
 AE8674'77.4 FEET (23.6 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE CHURCH,
 AE8674'44.5 FEET (13.6 M) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 18.3
 AE8674'FEET (5.6 M) NORTHEAST OF THE CENTER OF THE ROAD, 8.7 FEET (2.7 M)
 AE8674'SOUTHEAST OF A WITNESS POST. DESCRIBED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2180 ***********************************************************************
 DD2180  DESIGNATION -  25 19 MEA
 DD2180  PID         -  DD2180
 DD2180  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2180  USGS QUAD   -  ANDREWS (1973)
 DD2180
 DD2180                         *CURRENT SURVEY CONTROL
 DD2180  ___________________________________________________________________
 DD2180* NAD 83(1986)-  33 29 19.     (N)    079 32 54.     (W)     SCALED    
 DD2180* NAVD 88     -         7.151  (meters)      23.46   (feet)  ADJUSTED  
 DD2180  ___________________________________________________________________
 DD2180  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD2180  DYNAMIC HT  -           7.144 (meters)      23.44  (feet)  COMP
 DD2180  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 DD2180
 DD2180  VERT ORDER  -  FIRST     CLASS II
 DD2180
 DD2180.The horizontal coordinates were scaled from a topographic map and have
 DD2180.an estimated accuracy of +/- 6 seconds.
 DD2180
 DD2180.The orthometric height was determined by differential leveling
 DD2180.and adjusted by the National Geodetic Survey in June 1991..
 DD2180
 DD2180.The geoid height was determined by GEOID03.
 DD2180
 DD2180.The dynamic height is computed by dividing the NAVD 88
 DD2180.geopotential number by the normal gravity value computed on the
 DD2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2180.degrees latitude (g = 980.6199 gals.).
 DD2180
 DD2180.The modeled gravity was interpolated from observed gravity values.
 DD2180
 DD2180;                    North         East    Units  Estimated Accuracy
 DD2180;SPC SC       -   184,510.      744,480.      MT  (+/- 180 meters Scaled)
 DD2180
 DD2180                          SUPERSEDED SURVEY CONTROL
 DD2180
 DD2180  NGVD 29 (03/21/89)    7.454  (m)           24.46   (f) ADJUSTED    1 2
 DD2180
 DD2180.Superseded values are not recommended for survey control.
 DD2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2180.See file dsdata.txt to determine how the superseded data were derived.
 DD2180
 DD2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT348063(NAD 83)
 DD2180_MARKER: DB = BENCH MARK DISK
 DD2180_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DD2180_SP_SET: WINGWALL OF BRIDGE
 DD2180_STAMPING: 25 19 MEA 1984
 DD2180_MARK LOGO: USGS  
 DD2180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2180
 DD2180  HISTORY     - Date     Condition        Report By
 DD2180  HISTORY     - 1984     MONUMENTED       USGS
 DD2180  HISTORY     - 1987     GOOD             SCGS
 DD2180  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2180
 DD2180                          STATION DESCRIPTION
 DD2180
 DD2180'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2180'4.3 KM (2.65 MI) NNE FROM ANDREWS.
 DD2180'4.5 KM (2.8 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE) FROM
 DD2180'THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS, SET IN
 DD2180'TOP OF THE WINGWALL ON THE NORTHWEST SIDE OF THE SOUTHWEST END OF THE
 DD2180'BRIDGE OVER BLACK RIVER.
 DD2180'THE MARK IS 0.50 METERS  NW FROM  A WITNESS POST
 DD2180'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2180
 DD2180                          STATION RECOVERY (2006)
 DD2180
 DD2180'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2180'SEARCHED 20 MINUTES, A NEW BRIDGE HAS BEEN CONSTRUCTED AT THE
 DD2180'DESCRIBED SITE, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2148 ***********************************************************************
 DD2148  DESIGNATION -  25 SY 46
 DD2148  PID         -  DD2148
 DD2148  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2148  USGS QUAD   -  RHEMS (1973)
 DD2148
 DD2148                         *CURRENT SURVEY CONTROL
 DD2148  ___________________________________________________________________
 DD2148* NAD 83(1986)-  33 37 09.     (N)    079 26 53.     (W)     SCALED    
 DD2148* NAVD 88     -         7.182  (meters)      23.56   (feet)  ADJUSTED  
 DD2148  ___________________________________________________________________
 DD2148  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DD2148  DYNAMIC HT  -           7.175 (meters)      23.54  (feet)  COMP
 DD2148  MODELED GRAV-     979,613.7   (mgal)                       NAVD 88
 DD2148
 DD2148  VERT ORDER  -  FIRST     CLASS II
 DD2148
 DD2148.The horizontal coordinates were scaled from a topographic map and have
 DD2148.an estimated accuracy of +/- 6 seconds.
 DD2148
 DD2148.The orthometric height was determined by differential leveling
 DD2148.and adjusted by the National Geodetic Survey in June 1991..
 DD2148
 DD2148.The geoid height was determined by GEOID03.
 DD2148
 DD2148.The dynamic height is computed by dividing the NAVD 88
 DD2148.geopotential number by the normal gravity value computed on the
 DD2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2148.degrees latitude (g = 980.6199 gals.).
 DD2148
 DD2148.The modeled gravity was interpolated from observed gravity values.
 DD2148
 DD2148;                    North         East    Units  Estimated Accuracy
 DD2148;SPC SC       -   199,120.      753,580.      MT  (+/- 180 meters Scaled)
 DD2148
 DD2148                          SUPERSEDED SURVEY CONTROL
 DD2148
 DD2148  NGVD 29 (03/21/89)    7.488  (m)           24.57   (f) ADJUSTED    1 2
 DD2148
 DD2148.Superseded values are not recommended for survey control.
 DD2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2148.See file dsdata.txt to determine how the superseded data were derived.
 DD2148
 DD2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT439210(NAD 83)
 DD2148_MARKER: DD = SURVEY DISK
 DD2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2148_SP_SET: CONCRETE POST
 DD2148_STAMPING: 25 SY 46 1934
 DD2148_MARK LOGO: USGS  
 DD2148_PROJECTION: PROJECTING 15 CENTIMETERS
 DD2148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2148
 DD2148  HISTORY     - Date     Condition        Report By
 DD2148  HISTORY     - 1934     MONUMENTED       USGS
 DD2148  HISTORY     - 1987     GOOD             SCGS
 DD2148
 DD2148                          STATION DESCRIPTION
 DD2148
 DD2148'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2148'14.9 KM (9.25 MI) SOUTH FROM HEMINGWAY.
 DD2148'12.15 KM (7.55 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2148'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2148'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2148'CONTINUE 3.2 KM (2.0 MI) SOUTHERLY ALONG HIGHWAYS 41 AND 51, THENCE
 DD2148'1.3 KM (0.8 MI) WEST AND NORTHWEST ALONG STATE ROAD 162 (A SAND
 DD2148'ROAD), SET NEAR THE WEST CORNER OF A LARGE WOODEN BUILDING (ABANDONED
 DD2148'BAPTIST BLACK MINGO CHURCH) IN A CEMETARY SURROUNDED BY A BRICK AND
 DD2148'CHAIN LINK FENCE, 25.3 METERS (83.0 FT) NORTH-NORTHEAST OF THE CENTER
 DD2148'OF THE ROAD, 0.95 METER (3.1 FT) NORTHWEST OF THE WEST CORNER OF THE
 DD2148'BRICK PILLAR SUPPORTING THE CHURCH CORNER, 17.95 METERS (58.9 FT)
 DD2148'EAST OF THE INSIDE OF THE WEST BRICK WALL CORNER, 17.4 METERS (57.1
 DD2148'FT) SOUTH OF A SECURITY LIGHT POLE.
 DD2148'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0913 ***********************************************************************
 DE0913  DESIGNATION -  251
 DE0913  PID         -  DE0913
 DE0913  STATE/COUNTY-  SC/BARNWELL
 DE0913  USGS QUAD   -  GIRARD NE (1989)
 DE0913
 DE0913                         *CURRENT SURVEY CONTROL
 DE0913  ___________________________________________________________________
 DE0913* NAD 83(1986)-  33 12 52.     (N)    081 33 03.     (W)     SCALED    
 DE0913* NAVD 88     -        76.12   (+/-2cm)     249.7    (feet)  VERTCON   
 DE0913  ___________________________________________________________________
 DE0913  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE0913
 DE0913  VERT ORDER  -  ? (See Below)
 DE0913
 DE0913.The horizontal coordinates were scaled from a topographic map and have
 DE0913.an estimated accuracy of +/- 6 seconds.
 DE0913
 DE0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0913.The vertical order pertains to the NGVD 29 superseded value.
 DE0913
 DE0913.The geoid height was determined by GEOID03.
 DE0913
 DE0913;                    North         East    Units  Estimated Accuracy
 DE0913;SPC SC       -   153,300.      558,260.      MT  (+/- 180 meters Scaled)
 DE0913
 DE0913                          SUPERSEDED SURVEY CONTROL
 DE0913
 DE0913  NGVD 29 (??/??/92)   76.381  (m)          250.59   (f) ADJ UNCH    ?  
 DE0913
 DE0913.Superseded values are not recommended for survey control.
 DE0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0913.See file dsdata.txt to determine how the superseded data were derived.
 DE0913
 DE0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS486751(NAD 83)
 DE0913_MARKER: P = PIPE CAP
 DE0913_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0913_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0913_STAMPING: 250.623
 DE0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0913
 DE0913  HISTORY     - Date     Condition        Report By
 DE0913  HISTORY     - UNK      MONUMENTED       USGS
 DE0913  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0913
 DE0913                          STATION DESCRIPTION
 DE0913
 DE0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0913'6.2 MI SW FROM SNELLING.
 DE0913'A SEARCH WAS MADE BUT THE MARK WAS NOT RECOVERED.  THE WHOLE
 DE0913'TOWN HAS BEEN DESTROYED AND THE TRACK REMOVED.  THE MARK IS BELIEVED
 DE0913'TO HAVE BEEN DESTROYED IN THE PROCESS.  AT DUNBARTON, BARNWELL
 DE0913'COUNTY, 130 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE ATLANTIC
 DE0913'COAST LINE RAILROAD STATION, IN THE NORTH QUADRANT OF THE FIRST
 DE0913'STREET CROSSING, IN A BORROW PIT, AND 44 FEET NORTHWEST OF THE
 DE0913'NORTH RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DE0913'STAMPED 250.623 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 DE0913'PROJECTING 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5772 ***********************************************************************
 CK5772  DESIGNATION -  2515
 CK5772  PID         -  CK5772
 CK5772  STATE/COUNTY-  SC/CHARLESTON
 CK5772  USGS QUAD   -  ROCKVILLE (1971)
 CK5772
 CK5772                         *CURRENT SURVEY CONTROL
 CK5772  ___________________________________________________________________
 CK5772* NAD 83(2001)-  32 33 37.28101(N)    080 10 43.02551(W)     ADJUSTED  
 CK5772* NAVD 88     -         2.099  (meters)       6.89   (feet)  ADJUSTED  
 CK5772  ___________________________________________________________________
 CK5772  X           -     917,849.902 (meters)                     COMP
 CK5772  Y           -  -5,301,986.718 (meters)                     COMP
 CK5772  Z           -   3,412,949.838 (meters)                     COMP
 CK5772  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CK5772  ELLIP HEIGHT-         -30.56  (meters)          (03/27/03) GPS OBS
 CK5772  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 CK5772  DYNAMIC HT  -           2.097 (meters)       6.88  (feet)  COMP
 CK5772  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CK5772
 CK5772  HORZ ORDER  -  FIRST
 CK5772  VERT ORDER  -  THIRD
 CK5772  ELLP ORDER  -  FOURTH    CLASS II
 CK5772
 CK5772.The horizontal coordinates were established by GPS observations
 CK5772.and adjusted by the National Geodetic Survey in March 2003..
 CK5772
 CK5772.The orthometric height was determined by differential leveling
 CK5772.and adjusted by the National Geodetic Survey in April 1995..
 CK5772
 CK5772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5772
 CK5772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5772
 CK5772.The ellipsoidal height was determined by GPS observations
 CK5772.and is referenced to NAD 83.
 CK5772
 CK5772.The geoid height was determined by GEOID03.
 CK5772
 CK5772.The dynamic height is computed by dividing the NAVD 88
 CK5772.geopotential number by the normal gravity value computed on the
 CK5772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5772.degrees latitude (g = 980.6199 gals.).
 CK5772
 CK5772.The modeled gravity was interpolated from observed gravity values.
 CK5772
 CK5772;                    North         East     Units Scale Factor Converg.
 CK5772;SPC SC       -    80,936.498   686,736.793   MT  0.99997929   +0 27 19.3
 CK5772;SPC SC       -   265,539.69  2,253,073.47   iFT  0.99997929   +0 27 19.3
 CK5772;UTM  17      - 3,602,847.141   577,109.467   MT  0.99967332   +0 26 31.5
 CK5772
 CK5772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5772!SPC SC       -   1.00000480  x   0.99997929  =   0.99998409
 CK5772!UTM  17      -   1.00000480  x   0.99967332  =   0.99967812
 CK5772
 CK5772                          SUPERSEDED SURVEY CONTROL
 CK5772
 CK5772  NAD 83(1995)-  32 33 37.28122(N)    080 10 43.02602(W) AD(       ) 1
 CK5772  ELLIP H (12/20/99)  -30.57   (m)                       GP(       ) 4 1
 CK5772  NAD 83(1986)-  32 33 37.29155(N)    080 10 43.02886(W) AD(       ) 1
 CK5772  NGVD 29 (04/23/92)    2.397  (m)            7.86   (f) ADJUSTED    3 0
 CK5772
 CK5772.Superseded values are not recommended for survey control.
 CK5772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5772.See file dsdata.txt to determine how the superseded data were derived.
 CK5772
 CK5772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7710902847(NAD 83)
 CK5772_MARKER: DD = SURVEY DISK
 CK5772_SETTING: 0 = UNSPECIFIED SETTING
 CK5772_STAMPING: 2515 1988
 CK5772_MARK LOGO: SCCC  
 CK5772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5772+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1990
 CK5772
 CK5772  HISTORY     - Date     Condition        Report By
 CK5772  HISTORY     - 1988     MONUMENTED       SCCC
 CK5772  HISTORY     - 19900319 GOOD             NGS
 CK5772
 CK5772                          STATION DESCRIPTION
 CK5772
 CK5772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CK5772'THE STATION IS LOCATED ON SEABROOK ISLAND, ABOUT 29.0 KM (18.00 MI)
 CK5772'SOUTHWEST OF DOWNTOWN CHARLESTON AND ABOUT 23.3 KM (14.50 MI) SOUTH OF
 CK5772'U. S. HIGHWAY 17.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL, 4130
 CK5772'FABER PLACE, SUITE 300, CHARLESTON, SC 29455, PHONE 803-744-5838.
 CK5772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 700 AND COUNTY
 CK5772'ROAD S-10-20 (BROHICKET ROAD) ON JOHNS ISLAND, GO SOUTHERLY ON COUNTY
 CK5772'ROAD S-10-20 FOR 15.9 KM (9.90 MI) TO KIAWAH ISLAND ROAD ON THE LEFT,
 CK5772'CONTINUE AHEAD ON COUNTY ROAD S-10-20 FOR 1.8 KM (1.10 MI) TO THE
 CK5772'SECURITY GUARDHOUSE OF SEABROOK ISLAND AND CHECK IN.  CONTINUE AHEAD
 CK5772'ON SEABROOK ISLAND FOR 4.8 KM (3.00 MI) TO THE ENTRANCE OF BEACH CLUB
 CK5772'VILLAS WITH SIGN (UNITS 321-327), CONTINUE AHEAD FOR ABOUT 30.48 M
 CK5772'(100.0 FT) TO AN ELECTRICAL HIGH VOLTAGE BOX ON THE RIGHT, TURN RIGHT,
 CK5772'SOUTHWEST, INTO AN OPEN FIELD AND G0 ABOUT 0.08 KM (0.05 MI) TO A ROCK
 CK5772'SEAWALL AND A SAND ROAD, TURN RIGHT, WESTERLY, FOR 0.08 KM (0.05 MI)
 CK5772'TO A WOODEN BEACH WALKWAY AND THE STATION ON THE RIGHT.
 CK5772'THE STATION IS A STANDARD BERNTSEN PVC PIPE BREAK-AWAY MARK WITH A
 CK5772'SCCC BRONZE DISK ATTACHED TO THE TOP AND ENCASED IN A 6-INCH PVC PIPE
 CK5772'PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE THE SAND.  LOCATED 27.7 M
 CK5772'(90.9 FT) NORTHWEST OF THE SOUTHWEST PILING SUPPORT OF THE SOUTHWEST
 CK5772'CORNER OF BEACH CLUB VILLA UNIT 323, 14.2 M (46.6 FT) EAST-NORTHEAST
 CK5772'OF THE EASTERLY SIDE OF A ROCK SEAWALL, 7.2 M (23.6 FT) SOUTHEAST OF
 CK5772'THE SOUTHEAST SIDE OF A WOODEN BEACH WALKWAY AND 0.3 M (1.0 FT)
 CK5772'SOUTHWEST OF A FIBERGLAS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0339 ***********************************************************************
 DE0339  DESIGNATION -  251=PTS 54
 DE0339  PID         -  DE0339
 DE0339  STATE/COUNTY-  SC/SUMTER
 DE0339  USGS QUAD   -  WEDGEFIELD (1982)
 DE0339
 DE0339                         *CURRENT SURVEY CONTROL
 DE0339  ___________________________________________________________________
 DE0339* NAD 83(1986)-  33 53 35.     (N)    080 31 02.     (W)     SCALED    
 DE0339* NAVD 88     -        76.22   (+/-2cm)     250.1    (feet)  VERTCON   
 DE0339  ___________________________________________________________________
 DE0339  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 DE0339
 DE0339  VERT ORDER  -  ? (See Below)
 DE0339
 DE0339.The horizontal coordinates were scaled from a topographic map and have
 DE0339.an estimated accuracy of +/- 6 seconds.
 DE0339
 DE0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0339.The vertical order pertains to the NGVD 29 superseded value.
 DE0339
 DE0339.The geoid height was determined by GEOID03.
 DE0339
 DE0339;                    North         East    Units  Estimated Accuracy
 DE0339;SPC SC       -   228,520.      654,250.      MT  (+/- 180 meters Scaled)
 DE0339
 DE0339                          SUPERSEDED SURVEY CONTROL
 DE0339
 DE0339  NGVD 29 (??/??/92)   76.497  (m)          250.97   (f) ADJ UNCH    ?  
 DE0339
 DE0339.Superseded values are not recommended for survey control.
 DE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0339.See file dsdata.txt to determine how the superseded data were derived.
 DE0339
 DE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT446504(NAD 83)
 DE0339_MARKER: P = PIPE CAP
 DE0339_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0339_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0339_STAMPING: 251 PRIM TRAV STA NO 54 J 1918
 DE0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0339
 DE0339  HISTORY     - Date     Condition        Report By
 DE0339  HISTORY     - 1918     MONUMENTED       USGS
 DE0339  HISTORY     - 1960     MARK NOT FOUND   NGS
 DE0339
 DE0339                          STATION DESCRIPTION
 DE0339
 DE0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0339'AT WEDGEFIELD.
 DE0339'AT WEDGEFIELD, SUMTER COUNTY, ON THE ATLANTIC COAST LINE RAILROAD,
 DE0339'71 FEET WEST OF THE SEMAPHORE TOWER IN FRONT OF THE STATION, AND
 DE0339'20.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A UNITED
 DE0339'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 251 PRIM TRAV STA
 DE0339'NO 54 J 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 DE0339'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5791 ***********************************************************************
 CK5791  DESIGNATION -  2525
 CK5791  PID         -  CK5791
 CK5791  STATE/COUNTY-  SC/CHARLESTON
 CK5791  USGS QUAD   -  ROCKVILLE (1971)
 CK5791
 CK5791                         *CURRENT SURVEY CONTROL
 CK5791  ___________________________________________________________________
 CK5791* NAD 83(2001)-  32 33 35.17410(N)    080 10 22.30668(W)     ADJUSTED  
 CK5791* NAVD 88     -         3.888  (meters)      12.76   (feet)  ADJUSTED  
 CK5791  ___________________________________________________________________
 CK5791  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CK5791  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 CK5791  DYNAMIC HT  -           3.884 (meters)      12.74  (feet)  COMP
 CK5791  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CK5791
 CK5791  HORZ ORDER  -  THIRD
 CK5791  VERT ORDER  -  THIRD
 CK5791
 CK5791.The horizontal coordinates were established by classical geodetic methods
 CK5791.and adjusted by the National Geodetic Survey in March 2004..
 CK5791
 CK5791.The orthometric height was determined by differential leveling
 CK5791.and adjusted by the National Geodetic Survey in April 1995..
 CK5791
 CK5791.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5791
 CK5791.The geoid height was determined by GEOID03.
 CK5791
 CK5791.The dynamic height is computed by dividing the NAVD 88
 CK5791.geopotential number by the normal gravity value computed on the
 CK5791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5791.degrees latitude (g = 980.6199 gals.).
 CK5791
 CK5791.The modeled gravity was interpolated from observed gravity values.
 CK5791
 CK5791;                    North         East     Units Scale Factor Converg.
 CK5791;SPC SC       -    80,875.910   687,277.780   MT  0.99997948   +0 27 30.8
 CK5791;SPC SC       -   265,340.91  2,254,848.36   iFT  0.99997948   +0 27 30.8
 CK5791;UTM  17      - 3,602,786.445   577,650.275   MT  0.99967435   +0 26 42.6
 CK5791
 CK5791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5791!SPC SC       -   1.00000452  x   0.99997948  =   0.99998400
 CK5791!UTM  17      -   1.00000452  x   0.99967435  =   0.99967887
 CK5791
 CK5791                          SUPERSEDED SURVEY CONTROL
 CK5791
 CK5791  NAD 83(1986)-  32 33 35.18458(N)    080 10 22.31009(W) AD(       ) 3
 CK5791  NGVD 29 (04/23/92)    4.186  (m)           13.73   (f) ADJUSTED    3 0
 CK5791
 CK5791.Superseded values are not recommended for survey control.
 CK5791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5791.See file dsdata.txt to determine how the superseded data were derived.
 CK5791
 CK5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7765002786(NAD 83)
 CK5791_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5791_SETTING: 0 = UNSPECIFIED SETTING
 CK5791_STAMPING: 2525 1988
 CK5791_MARK LOGO: SCCC  
 CK5791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5791
 CK5791  HISTORY     - Date     Condition        Report By
 CK5791  HISTORY     - 1988     MONUMENTED       SCCC
 CK5791
 CK5791                          STATION DESCRIPTION
 CK5791
 CK5791'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5791'THE STATION IS LOCATED NEAR THE WEST END OF SEABROOK ISLAND, SOUTH OF
 CK5791'SEABROOK ISLAND ROAD.
 CK5791'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5791'MONUMENT SET INSIDE A 6 INCH PVC
 CK5791'COLLAR SURROUNDED BY CONCRETE AND
 CK5791'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5791'17.1 FEET EAST OF A CONCRETE BOAT RAMP NEAR RECREATION PAVILION, 54.5
 CK5791'FEET SEAWARD FROM A 14-INCH PALMETTO TREE AND 42.8 FEET SOUTHWEST
 CK5791'FROM THE SOUTHWEST CORNER OF THE BASKETBALL COURT. THIS POINT IS A
 CK5791'TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5792 ***********************************************************************
 CK5792  DESIGNATION -  2530
 CK5792  PID         -  CK5792
 CK5792  STATE/COUNTY-  SC/CHARLESTON
 CK5792  USGS QUAD   -  ROCKVILLE (1971)
 CK5792
 CK5792                         *CURRENT SURVEY CONTROL
 CK5792  ___________________________________________________________________
 CK5792* NAD 83(2001)-  32 33 36.86048(N)    080 10 07.48227(W)     ADJUSTED  
 CK5792* NAVD 88     -         2.749  (meters)       9.02   (feet)  ADJUSTED  
 CK5792  ___________________________________________________________________
 CK5792  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CK5792  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 CK5792  DYNAMIC HT  -           2.746 (meters)       9.01  (feet)  COMP
 CK5792  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CK5792
 CK5792  HORZ ORDER  -  THIRD
 CK5792  VERT ORDER  -  THIRD
 CK5792
 CK5792.The horizontal coordinates were established by classical geodetic methods
 CK5792.and adjusted by the National Geodetic Survey in March 2004..
 CK5792
 CK5792.The orthometric height was determined by differential leveling
 CK5792.and adjusted by the National Geodetic Survey in April 1995..
 CK5792
 CK5792.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5792
 CK5792.The geoid height was determined by GEOID03.
 CK5792
 CK5792.The dynamic height is computed by dividing the NAVD 88
 CK5792.geopotential number by the normal gravity value computed on the
 CK5792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5792.degrees latitude (g = 980.6199 gals.).
 CK5792
 CK5792.The modeled gravity was interpolated from observed gravity values.
 CK5792
 CK5792;                    North         East     Units Scale Factor Converg.
 CK5792;SPC SC       -    80,930.958   687,664.072   MT  0.99997933   +0 27 39.0
 CK5792;SPC SC       -   265,521.52  2,256,115.72   iFT  0.99997933   +0 27 39.0
 CK5792;UTM  17      - 3,602,841.386   578,036.462   MT  0.99967509   +0 26 50.6
 CK5792
 CK5792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5792!SPC SC       -   1.00000470  x   0.99997933  =   0.99998403
 CK5792!UTM  17      -   1.00000470  x   0.99967509  =   0.99967979
 CK5792
 CK5792                          SUPERSEDED SURVEY CONTROL
 CK5792
 CK5792  NAD 83(1986)-  32 33 36.87090(N)    080 10 07.48567(W) AD(       ) 3
 CK5792  NGVD 29 (04/23/92)    3.047  (m)           10.00   (f) ADJUSTED    3 0
 CK5792
 CK5792.Superseded values are not recommended for survey control.
 CK5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5792.See file dsdata.txt to determine how the superseded data were derived.
 CK5792
 CK5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7803602841(NAD 83)
 CK5792_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5792_SETTING: 0 = UNSPECIFIED SETTING
 CK5792_STAMPING: 2530 1988
 CK5792_MARK LOGO: SCCC  
 CK5792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5792
 CK5792  HISTORY     - Date     Condition        Report By
 CK5792  HISTORY     - 1988     MONUMENTED       SCCC
 CK5792
 CK5792                          STATION DESCRIPTION
 CK5792
 CK5792'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5792'THE STATION IS LOCATED ON SEABROOK ISLAND.
 CK5792'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5792'MONUMENT SET INSIDE A 6 INCH PVC
 CK5792'COLLAR SURROUNDED BY CONCRETE AND
 CK5792'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5792'LOCATED ON THE SOUTH SIDE OF BEACH COURT, 200.1 FEET SOUTHEAST OF A
 CK5792'2-STORY WOODEN RESIDENCE, 273.0 FEET WEST OF A 2-STORY WOODEN
 CK5792'RESIDENCE AT NO. 3739 AMBERJACK COURT.  THIS POINT IS A TRAVERSE
 CK5792'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5793 ***********************************************************************
 CK5793  DESIGNATION -  2545
 CK5793  PID         -  CK5793
 CK5793  STATE/COUNTY-  SC/CHARLESTON
 CK5793  USGS QUAD   -  ROCKVILLE (1971)
 CK5793
 CK5793                         *CURRENT SURVEY CONTROL
 CK5793  ___________________________________________________________________
 CK5793* NAD 83(2001)-  32 33 42.37457(N)    080 09 54.24497(W)     ADJUSTED  
 CK5793* NAVD 88     -         3.093  (meters)      10.15   (feet)  ADJUSTED  
 CK5793  ___________________________________________________________________
 CK5793  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CK5793  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 CK5793  DYNAMIC HT  -           3.090 (meters)      10.14  (feet)  COMP
 CK5793  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CK5793
 CK5793  HORZ ORDER  -  THIRD
 CK5793  VERT ORDER  -  THIRD
 CK5793
 CK5793.The horizontal coordinates were established by classical geodetic methods
 CK5793.and adjusted by the National Geodetic Survey in March 2004..
 CK5793
 CK5793.The orthometric height was determined by differential leveling
 CK5793.and adjusted by the National Geodetic Survey in April 1995..
 CK5793
 CK5793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5793
 CK5793.The geoid height was determined by GEOID03.
 CK5793
 CK5793.The dynamic height is computed by dividing the NAVD 88
 CK5793.geopotential number by the normal gravity value computed on the
 CK5793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5793.degrees latitude (g = 980.6199 gals.).
 CK5793
 CK5793.The modeled gravity was interpolated from observed gravity values.
 CK5793
 CK5793;                    North         East     Units Scale Factor Converg.
 CK5793;SPC SC       -    81,103.592   688,008.006   MT  0.99997882   +0 27 46.4
 CK5793;SPC SC       -   266,087.90  2,257,244.11   iFT  0.99997882   +0 27 46.4
 CK5793;UTM  17      - 3,603,013.887   578,380.332   MT  0.99967575   +0 26 57.8
 CK5793
 CK5793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5793!SPC SC       -   1.00000464  x   0.99997882  =   0.99998346
 CK5793!UTM  17      -   1.00000464  x   0.99967575  =   0.99968039
 CK5793
 CK5793                          SUPERSEDED SURVEY CONTROL
 CK5793
 CK5793  NAD 83(1986)-  32 33 42.38498(N)    080 09 54.24837(W) AD(       ) 3
 CK5793  NGVD 29 (04/23/92)    3.391  (m)           11.13   (f) ADJUSTED    3 0
 CK5793
 CK5793.Superseded values are not recommended for survey control.
 CK5793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5793.See file dsdata.txt to determine how the superseded data were derived.
 CK5793
 CK5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7838003014(NAD 83)
 CK5793_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5793_SETTING: 0 = UNSPECIFIED SETTING
 CK5793_STAMPING: 2545 1988
 CK5793_MARK LOGO: SCCC  
 CK5793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5793
 CK5793  HISTORY     - Date     Condition        Report By
 CK5793  HISTORY     - 1988     MONUMENTED       SCCC
 CK5793
 CK5793                          STATION DESCRIPTION
 CK5793
 CK5793'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5793'THE STATION IS LOCATED ON SEABROOK ISLAND.
 CK5793'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5793'MONUMENT SET INSIDE A 6 INCH PVC
 CK5793'COLLAR SURROUNDED BY CONCRETE AND
 CK5793'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5793'LOCATED AT THE SOUTHWEST END OF COBIA COURT, 46.5 FEET EAST OF A
 CK5793'2-STORY WOODEN RESIDENCE AT NO. 3659 COBIA COURT, LANDWARD OF
 CK5793'SAND-COVERED RIP-RAP.  THIS POINT IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5794 ***********************************************************************
 CK5794  DESIGNATION -  2565
 CK5794  PID         -  CK5794
 CK5794  STATE/COUNTY-  SC/CHARLESTON
 CK5794  USGS QUAD   -  ROCKVILLE (1971)
 CK5794
 CK5794                         *CURRENT SURVEY CONTROL
 CK5794  ___________________________________________________________________
 CK5794* NAD 83(2001)-  32 33 57.00637(N)    080 09 43.85096(W)     ADJUSTED  
 CK5794* NAVD 88     -         3.900  (meters)      12.80   (feet)  ADJUSTED  
 CK5794  ___________________________________________________________________
 CK5794  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 CK5794  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 CK5794  DYNAMIC HT  -           3.896 (meters)      12.78  (feet)  COMP
 CK5794  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CK5794
 CK5794  HORZ ORDER  -  THIRD
 CK5794  VERT ORDER  -  THIRD
 CK5794
 CK5794.The horizontal coordinates were established by classical geodetic methods
 CK5794.and adjusted by the National Geodetic Survey in March 2004..
 CK5794
 CK5794.The orthometric height was determined by differential leveling
 CK5794.and adjusted by the National Geodetic Survey in April 1995..
 CK5794
 CK5794.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5794
 CK5794.The geoid height was determined by GEOID03.
 CK5794
 CK5794.The dynamic height is computed by dividing the NAVD 88
 CK5794.geopotential number by the normal gravity value computed on the
 CK5794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5794.degrees latitude (g = 980.6199 gals.).
 CK5794
 CK5794.The modeled gravity was interpolated from observed gravity values.
 CK5794
 CK5794;                    North         East     Units Scale Factor Converg.
 CK5794;SPC SC       -    81,556.489   688,275.484   MT  0.99997746   +0 27 52.2
 CK5794;SPC SC       -   267,573.78  2,258,121.67   iFT  0.99997746   +0 27 52.2
 CK5794;UTM  17      - 3,603,466.584   578,647.836   MT  0.99967627   +0 27 03.6
 CK5794
 CK5794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5794!SPC SC       -   1.00000452  x   0.99997746  =   0.99998198
 CK5794!UTM  17      -   1.00000452  x   0.99967627  =   0.99968079
 CK5794
 CK5794                          SUPERSEDED SURVEY CONTROL
 CK5794
 CK5794  NAD 83(1986)-  32 33 57.01680(N)    080 09 43.85439(W) AD(       ) 3
 CK5794  NGVD 29 (04/23/92)    4.198  (m)           13.77   (f) ADJUSTED    3 0
 CK5794
 CK5794.Superseded values are not recommended for survey control.
 CK5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5794.See file dsdata.txt to determine how the superseded data were derived.
 CK5794
 CK5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7864803467(NAD 83)
 CK5794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5794_SETTING: 0 = UNSPECIFIED SETTING
 CK5794_STAMPING: 2565 1988
 CK5794_MARK LOGO: SCCC  
 CK5794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5794
 CK5794  HISTORY     - Date     Condition        Report By
 CK5794  HISTORY     - 1988     MONUMENTED       SCCC
 CK5794
 CK5794                          STATION DESCRIPTION
 CK5794
 CK5794'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5794'THE STATION IS LOCATED ON SEABROOK ISLAND.
 CK5794'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5794'MONUMENT SET INSIDE A 6 INCH PVC
 CK5794'COLLAR SURROUNDED BY CONCRETE AND
 CK5794'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5794'175.0 FEET SOUTHWEST OF A 2-STORY WOODEN RESIDENCE AT NO. 2281
 CK5794'SEASCAPE COURT, LOCATED SOUTH OF THE SOUTHWEST END OF SEASCAPE COURT,
 CK5794'85.0 FEET SOUTHEAST OF THE 14TH TEE OF THE GOLF COURSE, 54.0 FEET
 CK5794'WEST OF A WOODEN BOARDWALK, ON THE PRIMARY DUNE. THIS POINT IS A
 CK5794'TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5795 ***********************************************************************
 CK5795  DESIGNATION -  2570
 CK5795  PID         -  CK5795
 CK5795  STATE/COUNTY-  SC/CHARLESTON
 CK5795  USGS QUAD   -  ROCKVILLE (1971)
 CK5795
 CK5795                         *CURRENT SURVEY CONTROL
 CK5795  ___________________________________________________________________
 CK5795* NAD 83(2001)-  32 34 01.81786(N)    080 09 32.57371(W)     ADJUSTED  
 CK5795* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 CK5795  ___________________________________________________________________
 CK5795  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 CK5795  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK5795
 CK5795  HORZ ORDER  -  THIRD
 CK5795
 CK5795.The horizontal coordinates were established by classical geodetic methods
 CK5795.and adjusted by the National Geodetic Survey in March 2004..
 CK5795
 CK5795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5795
 CK5795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5795
 CK5795.The geoid height was determined by GEOID03.
 CK5795
 CK5795;                    North         East     Units Scale Factor Converg.
 CK5795;SPC SC       -    81,707.086   688,568.436   MT  0.99997702   +0 27 58.4
 CK5795;SPC SC       -   268,067.87  2,259,082.80   iFT  0.99997702   +0 27 58.4
 CK5795;UTM  17      - 3,603,617.067   578,940.735   MT  0.99967684   +0 27 09.7
 CK5795
 CK5795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5795!SPC SC       -   1.00000468  x   0.99997702  =   0.99998170
 CK5795!UTM  17      -   1.00000468  x   0.99967684  =   0.99968152
 CK5795
 CK5795                          SUPERSEDED SURVEY CONTROL
 CK5795
 CK5795  NAD 83(1986)-  32 34 01.82834(N)    080 09 32.57717(W) AD(       ) 3
 CK5795  NGVD 29 (06/26/91)    3.2    (m)           10.     (f) VERT ANG       
 CK5795
 CK5795.Superseded values are not recommended for survey control.
 CK5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5795.See file dsdata.txt to determine how the superseded data were derived.
 CK5795
 CK5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7894103617(NAD 83)
 CK5795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5795_SETTING: 0 = UNSPECIFIED SETTING
 CK5795_STAMPING: 2570 1989
 CK5795_MARK LOGO: SCCC  
 CK5795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5795
 CK5795  HISTORY     - Date     Condition        Report By
 CK5795  HISTORY     - 1989     MONUMENTED       SCCC
 CK5795
 CK5795                          STATION DESCRIPTION
 CK5795
 CK5795'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1989
 CK5795'THE STATION IS LOCATED ON SEABROOK ISLAND.
 CK5795'TO REACH THE STATION FROM THE SECURITY GATE AT THE SEABROOK ISLAND
 CK5795'ENTRANCE, GO SOUTHWEST, SOUTHEAST, AND NORTHEAST ALONG SEABROOK
 CK5795'ISLAND ROAD TO GATESBYS BLUFF, GO SOUTHEAST TO THE END OF GATESBYS
 CK5795'BLUFF TO THE STATION.
 CK5795'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5795'MONUMENT SET INSIDE A 6 INCH PVC
 CK5795'COLLAR SURROUNDED BY CONCRETE AND
 CK5795'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5795'75.0 FEET SEAWARD OF THE EDGE OF THICK WAX MYRTLES, 110.0 FEET WEST
 CK5795'OF THE END OF A WOODEN WALKWAY.  THIS POINT IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5773 ***********************************************************************
 CK5773  DESIGNATION -  2575
 CK5773  PID         -  CK5773
 CK5773  STATE/COUNTY-  SC/CHARLESTON
 CK5773  USGS QUAD   -  ROCKVILLE (1971)
 CK5773
 CK5773                         *CURRENT SURVEY CONTROL
 CK5773  ___________________________________________________________________
 CK5773* NAD 83(2001)-  32 34 07.72612(N)    080 09 26.97846(W)     ADJUSTED  
 CK5773* NAVD 88     -         3.047  (meters)      10.00   (feet)  ADJUSTED  
 CK5773  ___________________________________________________________________
 CK5773  X           -     919,718.451 (meters)                     COMP
 CK5773  Y           -  -5,301,151.340 (meters)                     COMP
 CK5773  Z           -   3,413,740.726 (meters)                     COMP
 CK5773  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 CK5773  ELLIP HEIGHT-         -29.66  (meters)          (03/27/03) GPS OBS
 CK5773  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK5773  DYNAMIC HT  -           3.043 (meters)       9.98  (feet)  COMP
 CK5773  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CK5773
 CK5773  HORZ ORDER  -  FIRST
 CK5773  VERT ORDER  -  THIRD
 CK5773  ELLP ORDER  -  FOURTH    CLASS II
 CK5773
 CK5773.The horizontal coordinates were established by GPS observations
 CK5773.and adjusted by the National Geodetic Survey in March 2003..
 CK5773
 CK5773.The orthometric height was determined by differential leveling
 CK5773.and adjusted by the National Geodetic Survey in April 1995..
 CK5773.WARNING-GPS observations at this control monument resulted in a GPS
 CK5773.derived orthometric height which differed from the leveled height by
 CK5773.more than one decimeter (0.1 meter).
 CK5773
 CK5773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5773
 CK5773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5773
 CK5773.The ellipsoidal height was determined by GPS observations
 CK5773.and is referenced to NAD 83.
 CK5773
 CK5773.The geoid height was determined by GEOID03.
 CK5773
 CK5773.The dynamic height is computed by dividing the NAVD 88
 CK5773.geopotential number by the normal gravity value computed on the
 CK5773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5773.degrees latitude (g = 980.6199 gals.).
 CK5773
 CK5773.The modeled gravity was interpolated from observed gravity values.
 CK5773
 CK5773;                    North         East     Units Scale Factor Converg.
 CK5773;SPC SC       -    81,890.267   688,712.897   MT  0.99997647   +0 28 01.5
 CK5773;SPC SC       -   268,668.85  2,259,556.75   iFT  0.99997647   +0 28 01.5
 CK5773;UTM  17      - 3,603,800.158   579,085.197   MT  0.99967712   +0 27 12.8
 CK5773
 CK5773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5773!SPC SC       -   1.00000466  x   0.99997647  =   0.99998113
 CK5773!UTM  17      -   1.00000466  x   0.99967712  =   0.99968178
 CK5773
 CK5773                          SUPERSEDED SURVEY CONTROL
 CK5773
 CK5773  NAD 83(1995)-  32 34 07.72640(N)    080 09 26.97898(W) AD(       ) 1
 CK5773  ELLIP H (12/20/99)  -29.67   (m)                       GP(       ) 4 1
 CK5773  NAD 83(1986)-  32 34 07.73665(N)    080 09 26.98196(W) AD(       ) 1
 CK5773  NGVD 29 (04/23/92)    3.345  (m)           10.97   (f) ADJUSTED    3 0
 CK5773
 CK5773.Superseded values are not recommended for survey control.
 CK5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5773.See file dsdata.txt to determine how the superseded data were derived.
 CK5773
 CK5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7908503800(NAD 83)
 CK5773_MARKER: DD = SURVEY DISK
 CK5773_SETTING: 0 = UNSPECIFIED SETTING
 CK5773_STAMPING: 2575 1988
 CK5773_MARK LOGO: SCCC  
 CK5773_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5773+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1990
 CK5773
 CK5773  HISTORY     - Date     Condition        Report By
 CK5773  HISTORY     - 1988     MONUMENTED       SCCC
 CK5773  HISTORY     - 19900319 GOOD             NGS
 CK5773
 CK5773                          STATION DESCRIPTION
 CK5773
 CK5773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CK5773'THE STATION IS LOCATED ON SEABROOK ISLAND, ABOUT 29.0 KM (18.00 MI)
 CK5773'SOUTHWEST OF DOWNTOWN CHARLESTON AND ABOUT 23.3 KM (14.50 MI) SOUTH OF
 CK5773'U. S. HIGHWAY 17.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL, 4130
 CK5773'FABER PLACE, SUITE 300, CHARLESTON, SC 29455, PHONE 803-744-5838.
 CK5773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 700 AND COUNTY
 CK5773'ROAD S-10-20 (BROHICKET ROAD) ON JOHNS ISLAND, GO SOUTHERLY ON COUNTY
 CK5773'ROAD S-10-20 FOR 15.9 KM (9.90 MI) TO KIAWAH ISLAND ROAD ON THE LEFT,
 CK5773'CONTINUE AHEAD ON COUNTY ROAD S-10-20 FOR 1.8 KM (1.10 MI) TO THE
 CK5773'SECURITY GUARDHOUSE OF SEABROOK ISLAND AND CHECK IN.  NOTE--A KEY IS
 CK5773'NEEDED FOR THE ROLLING DUNES ROAD BEACH ACCESS ROAD.  OBTAIN KEY FROM
 CK5773'SECURITY OR CONTACT MR DU BOISE, DIRECTOR OF SECURITY, PHONE
 CK5773'803-768-0061.  CONTINUE AHEAD ON SEABROOK ISLAND FOR 6.75 KM
 CK5773'(4.20 MI) TO THE JUNCTION OF OYSTER CATCHER COURT, TURN RIGHT,
 CK5773'SOUTHEASTERLY, ON OYSTER CATCHER COURT FOR 0.48 KM (0.30 MI) TO THE
 CK5773'JUNCTION OF ROLLING DUNES ROAD ON THE RIGHT, TURN RIGHT ON ROLLING
 CK5773'DUNES ROAD FOR 0.24 KM (0.15 MI) TO ITS END AND A LOCKED GATE FOR A
 CK5773'BEACH ACCESS ROAD ON THE LEFT, TURN LEFT, SOUTHERLY, PASSING THROUGH
 CK5773'THE GATE, AND CONTINUE AHEAD TO A SAND ROAD ALONG THE BEACH, TURN
 CK5773'LEFT, SOUTHEASTERLY, ON THE SAND ROAD FOR ABOUT 0.16 KM (0.10 MI) TO
 CK5773'THE STATION ON THE LEFT ON TOP OF THE PRIMARY DUNE ALONG THE BEACH.
 CK5773'THE STATION IS A STANDARD BERNTSEN PVC PIPE BREAK-AWAY MARK WITH A
 CK5773'SCCC BRONZE DISK ATTACHED TO THE TOP AND ENCASED IN A 6-INCH PVC PIPE
 CK5773'PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE THE SAND.  LOCATED 37.6 M
 CK5773'(123.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE WOODEN HOUSING FOR
 CK5773'2 GARBAGE CANS, 36.2 M (118.8 FT) WEST OF THE CENTER OF THE SAND ROAD,
 CK5773'7.3 M (24.0 FT) EAST OF THE TREE LINE AND 0.3 M (1.0 FT) EAST OF A
 CK5773'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0748 ***********************************************************************
 DE0748  DESIGNATION -  259
 DE0748  PID         -  DE0748
 DE0748  STATE/COUNTY-  SC/ALLENDALE
 DE0748  USGS QUAD   -  ALLENDALE (1979)
 DE0748
 DE0748                         *CURRENT SURVEY CONTROL
 DE0748  ___________________________________________________________________
 DE0748* NAD 83(1986)-  33 02 38.     (N)    081 21 49.     (W)     SCALED    
 DE0748* NAVD 88     -        78.78   (+/-2cm)     258.5    (feet)  VERTCON   
 DE0748  ___________________________________________________________________
 DE0748  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE0748
 DE0748  VERT ORDER  -  ? (See Below)
 DE0748
 DE0748.The horizontal coordinates were scaled from a topographic map and have
 DE0748.an estimated accuracy of +/- 6 seconds.
 DE0748
 DE0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0748.The vertical order pertains to the NGVD 29 superseded value.
 DE0748
 DE0748.The geoid height was determined by GEOID03.
 DE0748
 DE0748;                    North         East    Units  Estimated Accuracy
 DE0748;SPC SC       -   134,310.      575,640.      MT  (+/- 180 meters Scaled)
 DE0748
 DE0748                          SUPERSEDED SURVEY CONTROL
 DE0748
 DE0748  NGVD 29 (??/??/92)   79.050  (m)          259.35   (f) ADJ UNCH    ?  
 DE0748
 DE0748.Superseded values are not recommended for survey control.
 DE0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0748.See file dsdata.txt to determine how the superseded data were derived.
 DE0748
 DE0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS660562(NAD 83)
 DE0748_MARKER: P = PIPE CAP
 DE0748_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0748_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0748_STAMPING: 259
 DE0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0748
 DE0748  HISTORY     - Date     Condition        Report By
 DE0748  HISTORY     - UNK      MONUMENTED       USGS
 DE0748  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0748
 DE0748                          STATION DESCRIPTION
 DE0748
 DE0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0748'AT APPLETON.
 DE0748'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE OR IN MAY 1958.  AT
 DE0748'APPLETON, ALLENDALE COUNTY, 90 FEET EAST OF THE CHARLESTON AND
 DE0748'WESTERN CAROLINA RAILWAY STATION, AND 35 FEET NORTH OF A ROAD.
 DE0748'A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 259 AND RIVETED ON
 DE0748'THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0786 ***********************************************************************
 DD0786  DESIGNATION -  26
 DD0786  PID         -  DD0786
 DD0786  STATE/COUNTY-  SC/BERKELEY
 DD0786  USGS QUAD   -  ST STEPHENS (1990)
 DD0786
 DD0786                         *CURRENT SURVEY CONTROL
 DD0786  ___________________________________________________________________
 DD0786* NAD 83(1986)-  33 25 29.     (N)    079 57 25.     (W)     SCALED    
 DD0786* NAVD 88     -        23.590  (meters)      77.39   (feet)  ADJUSTED  
 DD0786  ___________________________________________________________________
 DD0786  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DD0786  DYNAMIC HT  -          23.566 (meters)      77.32  (feet)  COMP
 DD0786  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 DD0786
 DD0786  VERT ORDER  -  FIRST     CLASS II
 DD0786
 DD0786.The horizontal coordinates were scaled from a topographic map and have
 DD0786.an estimated accuracy of +/- 6 seconds.
 DD0786
 DD0786.The orthometric height was determined by differential leveling
 DD0786.and adjusted by the National Geodetic Survey in June 1991..
 DD0786
 DD0786.The geoid height was determined by GEOID03.
 DD0786
 DD0786.The dynamic height is computed by dividing the NAVD 88
 DD0786.geopotential number by the normal gravity value computed on the
 DD0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0786.degrees latitude (g = 980.6199 gals.).
 DD0786
 DD0786.The modeled gravity was interpolated from observed gravity values.
 DD0786
 DD0786;                    North         East    Units  Estimated Accuracy
 DD0786;SPC SC       -   176,970.      706,590.      MT  (+/- 180 meters Scaled)
 DD0786
 DD0786                          SUPERSEDED SURVEY CONTROL
 DD0786
 DD0786  NGVD 29 (03/21/89)   23.891  (m)           78.38   (f) ADJUSTED    1 2
 DD0786
 DD0786.Superseded values are not recommended for survey control.
 DD0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0786.See file dsdata.txt to determine how the superseded data were derived.
 DD0786
 DD0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS969988(NAD 83)
 DD0786_MARKER: DB = BENCH MARK DISK
 DD0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0786_SP_SET: CONCRETE POST
 DD0786_STAMPING: 26 1971
 DD0786_MARK LOGO: USE   
 DD0786_PROJECTION: PROJECTING 5 CENTIMETERS
 DD0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0786+STABILITY: SURFACE MOTION
 DD0786
 DD0786  HISTORY     - Date     Condition        Report By
 DD0786  HISTORY     - 1971     MONUMENTED       USE
 DD0786  HISTORY     - 1979     GOOD             NGS
 DD0786  HISTORY     - 1985     GOOD             SCGS
 DD0786
 DD0786                          STATION DESCRIPTION
 DD0786
 DD0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0786'2.2 MI NW FROM SAINT STEPHENS.
 DD0786'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF STATE
 DD0786'HIGHWAY 45 AT SAINT STEPHENS, 82 YARDS SOUTH EAST OF THE JUNCTION OF
 DD0786'STATE ROAD S-8-292, 41.9 FT. SOUTHWEST OF THE CENTERLINE OF THE
 DD0786'HIGHWAY, 2.6 FT. SOUTHEAST OF POWER POLE 54.
 DD0786'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DD0786'THE MARK IS 1 FT BELOW HIGHWAY.
 DD0786
 DD0786                          STATION RECOVERY (1985)
 DD0786
 DD0786'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD0786'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KILOMETERS
 DD0786'(2.3 MILES) NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE INTERSECTION OF
 DD0786'STATE HIGHWAY 45 IN ST. STEPHEN, SET NEAR THE EDGE OF A FIELD IN THE
 DD0786'FRONT YARD OF AN ABANDONED HOUSE, 46.35 METERS (152.07 FEET)
 DD0786'EAST-NORTHEAST OF THE EAST CORNER OF THE HOUSE, 64.5 METERS (211.61
 DD0786'FEET) EAST-SOUTHEAST OF THE EXTENDED CENTERLINE OF COUNTY ROAD
 DD0786'S-8-292, 20.2 METERS (66.27 FEET) WEST-NORTHWEST OF A POWER POLE,
 DD0786'12.7 METERS (41.67 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DD0786'THE MARK IS 0.35 METERS  NNE FROM A WITNESS POST.
 DD0786'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1768 ***********************************************************************
 DD1768  DESIGNATION -  26 001
 DD1768  PID         -  DD1768
 DD1768  STATE/COUNTY-  SC/HORRY
 DD1768  USGS QUAD   -  CALABASH (1990)
 DD1768
 DD1768                         *CURRENT SURVEY CONTROL
 DD1768  ___________________________________________________________________
 DD1768* NAD 83(1986)-  33 53 06.     (N)    078 35 54.     (W)     SCALED    
 DD1768* NAVD 88     -        15.011  (meters)      49.25   (feet)  ADJUSTED  
 DD1768  ___________________________________________________________________
 DD1768  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DD1768  DYNAMIC HT  -          14.996 (meters)      49.20  (feet)  COMP
 DD1768  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 DD1768
 DD1768  VERT ORDER  -  FIRST     CLASS II
 DD1768
 DD1768.The horizontal coordinates were scaled from a topographic map and have
 DD1768.an estimated accuracy of +/- 6 seconds.
 DD1768
 DD1768.The orthometric height was determined by differential leveling
 DD1768.and adjusted by the National Geodetic Survey in June 1991..
 DD1768
 DD1768.The geoid height was determined by GEOID03.
 DD1768
 DD1768.The dynamic height is computed by dividing the NAVD 88
 DD1768.geopotential number by the normal gravity value computed on the
 DD1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1768.degrees latitude (g = 980.6199 gals.).
 DD1768
 DD1768.The modeled gravity was interpolated from observed gravity values.
 DD1768
 DD1768;                    North         East    Units  Estimated Accuracy
 DD1768;SPC SC       -   230,100.      831,710.      MT  (+/- 180 meters Scaled)
 DD1768
 DD1768                          SUPERSEDED SURVEY CONTROL
 DD1768
 DD1768  NGVD 29 (03/21/89)   15.333  (m)           50.30   (f) ADJUSTED    1 2
 DD1768
 DD1768.Superseded values are not recommended for survey control.
 DD1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1768.See file dsdata.txt to determine how the superseded data were derived.
 DD1768
 DD1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT221520(NAD 83)
 DD1768_MARKER: DB = BENCH MARK DISK
 DD1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1768_SP_SET: CONCRETE POST
 DD1768_STAMPING: VERT 26-001
 DD1768_MARK LOGO: NCGS  
 DD1768_PROJECTION: FLUSH
 DD1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1768+STABILITY: SURFACE MOTION
 DD1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1768+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD1768
 DD1768  HISTORY     - Date     Condition        Report By
 DD1768  HISTORY     - 1979     MONUMENTED       MGA
 DD1768  HISTORY     - 1986     GOOD             SCGS
 DD1768  HISTORY     - 1987     GOOD             USPSQD
 DD1768  HISTORY     - 19981209 GOOD             NCGS
 DD1768  HISTORY     - 19981209 GOOD             NCGS
 DD1768  HISTORY     - 19990909 GOOD             USPSQD
 DD1768  HISTORY     - 20021227 GOOD             USPSQD
 DD1768  HISTORY     - 20040707 GOOD             USPSQD
 DD1768  HISTORY     - 20040719 POOR             USPSQD
 DD1768  HISTORY     - 20051031 GOOD             USPSQD
 DD1768
 DD1768                          STATION DESCRIPTION
 DD1768
 DD1768'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1768'1.7 KM (1.05 MI) NE FROM LITTLE RIVER.
 DD1768'1.8 KM (1.1 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1768'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, SET NEAR A POWER POLE
 DD1768'NUMBER 21477 NEAR THE SOUTH CAROLINA WELCOME CENTER, 0.85 METER (2.79
 DD1768'FT) NORTHWEST OF THE POWER POLE, 6.84 METERS (22.44 FT) NORTH
 DD1768'NORTHEAST OF A 17 INCH PINE TREE, 13.45 METERS (44.13 FT) NORTHWEST
 DD1768'OF THE CENTER OF THE ENTRANCE ROAD TO THE CENTER, 73.79 METERS
 DD1768'(242.09 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CENTER.
 DD1768'THE MARK IS 0.80 METERS  SE FROM A WITNESS POST.
 DD1768'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 DD1768
 DD1768                          STATION RECOVERY (1987)
 DD1768
 DD1768'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1768'RECOVERED IN GOOD CONDITION.
 DD1768
 DD1768                          STATION RECOVERY (1998)
 DD1768
 DD1768'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD1768'RECOVERED AS DESCRIBED.
 DD1768
 DD1768                          STATION RECOVERY (1998)
 DD1768
 DD1768'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD1768'RECOVERED AS DESCRIBED.
 DD1768
 DD1768                          STATION RECOVERY (1999)
 DD1768
 DD1768'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1768'RECOVERED IN GOOD CONDITION.
 DD1768
 DD1768                          STATION RECOVERY (2002)
 DD1768
 DD1768'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1768'RECOVERED IN GOOD CONDITION.
 DD1768
 DD1768                          STATION RECOVERY (2004)
 DD1768
 DD1768'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1768'RECOVERED IN GOOD CONDITION.
 DD1768
 DD1768                          STATION RECOVERY (2004)
 DD1768
 DD1768'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1768'DISK IS INTACT BUT HAS BEEN DAMAGED.
 DD1768
 DD1768                          STATION RECOVERY (2005)
 DD1768
 DD1768'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1761 ***********************************************************************
 DD1761  DESIGNATION -  26 002
 DD1761  PID         -  DD1761
 DD1761  STATE/COUNTY-  SC/HORRY
 DD1761  USGS QUAD   -  WAMPEE (1990)
 DD1761
 DD1761                         *CURRENT SURVEY CONTROL
 DD1761  ___________________________________________________________________
 DD1761* NAD 83(1986)-  33 52 11.     (N)    078 37 38.     (W)     SCALED    
 DD1761* NAVD 88     -        14.539  (meters)      47.70   (feet)  ADJUSTED  
 DD1761  ___________________________________________________________________
 DD1761  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DD1761  DYNAMIC HT  -          14.524 (meters)      47.65  (feet)  COMP
 DD1761  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 DD1761
 DD1761  VERT ORDER  -  FIRST     CLASS II
 DD1761
 DD1761.The horizontal coordinates were scaled from a topographic map and have
 DD1761.an estimated accuracy of +/- 6 seconds.
 DD1761
 DD1761.The orthometric height was determined by differential leveling
 DD1761.and adjusted by the National Geodetic Survey in June 1991..
 DD1761
 DD1761.The geoid height was determined by GEOID03.
 DD1761
 DD1761.The dynamic height is computed by dividing the NAVD 88
 DD1761.geopotential number by the normal gravity value computed on the
 DD1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1761.degrees latitude (g = 980.6199 gals.).
 DD1761
 DD1761.The modeled gravity was interpolated from observed gravity values.
 DD1761
 DD1761;                    North         East    Units  Estimated Accuracy
 DD1761;SPC SC       -   228,350.      829,080.      MT  (+/- 180 meters Scaled)
 DD1761
 DD1761                          SUPERSEDED SURVEY CONTROL
 DD1761
 DD1761  NGVD 29 (03/21/89)   14.861  (m)           48.76   (f) ADJUSTED    1 2
 DD1761
 DD1761.Superseded values are not recommended for survey control.
 DD1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1761.See file dsdata.txt to determine how the superseded data were derived.
 DD1761
 DD1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT194502(NAD 83)
 DD1761_MARKER: DD = SURVEY DISK
 DD1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1761_SP_SET: CONCRETE POST
 DD1761_STAMPING: VERT 26-002
 DD1761_MARK LOGO: SCGS  
 DD1761_PROJECTION: FLUSH
 DD1761_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1761+STABILITY: SURFACE MOTION
 DD1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1761+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 DD1761
 DD1761  HISTORY     - Date     Condition        Report By
 DD1761  HISTORY     - 1979     MONUMENTED       MGA
 DD1761  HISTORY     - 1986     GOOD             SCGS
 DD1761  HISTORY     - 19920717 GOOD             NGS
 DD1761  HISTORY     - 19960422 GOOD             SCGS
 DD1761  HISTORY     - 19990908 GOOD             USPSQD
 DD1761  HISTORY     - 20040218 GOOD             USPSQD
 DD1761  HISTORY     - 20040405 GOOD             USPSQD
 DD1761  HISTORY     - 20060215 GOOD             USPSQD
 DD1761
 DD1761                          STATION DESCRIPTION
 DD1761
 DD1761'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1761'1.4 KM (0.9 MI) SW FROM LITTLE RIVER.
 DD1761'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1761'1.4 KM (0.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1761'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, SET NEAR A POWER POLE
 DD1761'NUMBER 43330 WITH A GUY WIRE IN THE SOUTHEAST ANGLE OF A SAND DRIVE
 DD1761'LEADING SOUTH SOUTHEAST TO A WOODEN HOUSE, 0.66 METER (2.17 FT) SOUTH
 DD1761'SOUTHEAST OF THE POWER POLE, 3.2 METERS (10.5 FT) EAST NORTHEAST OF
 DD1761'THE CENTER OF THE SAND DRIVE, 18.65 METERS (61.19 FT) SOUTH SOUTHEAST
 DD1761'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 18.33 METERS
 DD1761'(60.14 FT) WEST NORTHWEST OF THE WEST CORNER OF CRAZY JIMS SOUVENIRS
 DD1761'SHOP.
 DD1761'THE MARK IS 2.94 METERS  NNW FROM A WITNESS POST.
 DD1761
 DD1761                          STATION RECOVERY (1992)
 DD1761
 DD1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1761'1.4 KM (0.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1761'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, 18.7 M
 DD1761'(61.4 FT) SOUTH-SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 DD1761'NORTHBOUND LANES OF THE HIGHWAY, 18.3 M (60.0 FT) WEST-NORTHWEST OF
 DD1761'THE WEST CORNER OF CRAZY JIMS SOUVENIR SHOP, 8.6 M (28.2 FT)
 DD1761'SOUTHWEST OF UTILITY POLE NUMBER 3277, 3.2 M (10.5 FT) EAST-NORTHEAST
 DD1761'OF THE CENTER OF A DRIVEWAY, 2.9 M (9.5 FT) NORTH-NORTHWEST OF A
 DD1761'WITNESS POST, 0.6 M (2.0 FT) SOUTH OF UTILITY POLE NUMBER 43330, 0.6
 DD1761'M (2.0 FT) SOUTH OF UNDERGROUND JUNCTION BOX NUMBER 7302, AND THE
 DD1761'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD1761
 DD1761                          STATION RECOVERY (1996)
 DD1761
 DD1761'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1761'STATION IS LOCATED 0.8 MILE (1.3 KM) WEST SOUTHWEST OF LITTLE RIVER,
 DD1761'24.1 MILES (38.8 KM) EAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1761'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DD1761'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD1761'HIGHWAY 90, 1.5 MILES (2.4 KM) WEST SOUTHWEST OF LITTLE RIVER, GO
 DD1761'NORTH ON HIGHWAY 17 FOR 1.05 MILES (1.69 KM) TO THE STATION ON THE
 DD1761'RIGHT NEAR A UTILITY POLE.  STATION IS A CONCRETE POST FLUSH WITH THE
 DD1761'GROUND AND LEVEL WITH THE HIGHWAY, 59.5 FEET (18.1 M) WEST OF THE WEST
 DD1761'CORNER OF A CONCRETE BLOCK BUILDING (BIG BANG FIREWORKS), 2.2 FEET
 DD1761'(0.7 M) SOUTH SOUTHEAST OF THE POWER LINE STUB POLE NUMBER 43330, 2.2
 DD1761'FEET (0.7 M) SOUTH OF A TELEPHONE JUNCTION BOX NUMBER 73-02, 11.0 FEET
 DD1761'(3.4 M) EAST NORTHEAST OF A SAND DRIVEWAY LEADING TO A WOOD-SIDED
 DD1761'HOUSE, 61.0 FEET (18.6 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 DD1761'HIGHWAY, 9.4 FEET (2.9 M) NORTH NORTHWEST OF A WITNESS POST.
 DD1761
 DD1761                          STATION RECOVERY (1999)
 DD1761
 DD1761'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1761'RECOVERED IN GOOD CONDITION.
 DD1761
 DD1761                          STATION RECOVERY (2004)
 DD1761
 DD1761'RECOVERY NOTE BY US POWER SQUADRON 2004 (GB)
 DD1761'RECOVERED IN GOOD CONDITION.
 DD1761
 DD1761                          STATION RECOVERY (2004)
 DD1761
 DD1761'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1761'THE CONCRETE BLOCK BUILDING IS AT 1180 HWY. 17.  NO LONGER BIG BANG
 DD1761'FIREWORKS
 DD1761
 DD1761                          STATION RECOVERY (2006)
 DD1761
 DD1761'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1761'AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1757 ***********************************************************************
 DD1757  DESIGNATION -  26 004
 DD1757  PID         -  DD1757
 DD1757  STATE/COUNTY-  SC/HORRY
 DD1757  USGS QUAD   -  WAMPEE (1990)
 DD1757
 DD1757                         *CURRENT SURVEY CONTROL
 DD1757  ___________________________________________________________________
 DD1757* NAD 83(1986)-  33 51 33.     (N)    078 39 25.     (W)     SCALED    
 DD1757* NAVD 88     -        16.202  (meters)      53.16   (feet)  ADJUSTED  
 DD1757  ___________________________________________________________________
 DD1757  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DD1757  DYNAMIC HT  -          16.186 (meters)      53.10  (feet)  COMP
 DD1757  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 DD1757
 DD1757  VERT ORDER  -  FIRST     CLASS II
 DD1757
 DD1757.The horizontal coordinates were scaled from a topographic map and have
 DD1757.an estimated accuracy of +/- 6 seconds.
 DD1757
 DD1757.The orthometric height was determined by differential leveling
 DD1757.and adjusted by the National Geodetic Survey in June 1991..
 DD1757
 DD1757.The geoid height was determined by GEOID03.
 DD1757
 DD1757.The dynamic height is computed by dividing the NAVD 88
 DD1757.geopotential number by the normal gravity value computed on the
 DD1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1757.degrees latitude (g = 980.6199 gals.).
 DD1757
 DD1757.The modeled gravity was interpolated from observed gravity values.
 DD1757
 DD1757;                    North         East    Units  Estimated Accuracy
 DD1757;SPC SC       -   227,110.      826,360.      MT  (+/- 180 meters Scaled)
 DD1757
 DD1757                          SUPERSEDED SURVEY CONTROL
 DD1757
 DD1757  NGVD 29 (03/21/89)   16.523  (m)           54.21   (f) ADJUSTED    1 2
 DD1757
 DD1757.Superseded values are not recommended for survey control.
 DD1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1757.See file dsdata.txt to determine how the superseded data were derived.
 DD1757
 DD1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT167490(NAD 83)
 DD1757_MARKER: DD = SURVEY DISK
 DD1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1757_SP_SET: CONCRETE POST
 DD1757_STAMPING: VERT 26-004
 DD1757_MARK LOGO: SCGS  
 DD1757_PROJECTION: FLUSH
 DD1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1757+STABILITY: SURFACE MOTION
 DD1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1757+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD1757
 DD1757  HISTORY     - Date     Condition        Report By
 DD1757  HISTORY     - 1979     MONUMENTED       MGA
 DD1757  HISTORY     - 1986     GOOD             SCGS
 DD1757  HISTORY     - 19920717 GOOD             NGS
 DD1757  HISTORY     - 19990908 GOOD             USPSQD
 DD1757  HISTORY     - 20040405 GOOD             USPSQD
 DD1757  HISTORY     - 20040708 GOOD             USPSQD
 DD1757  HISTORY     - 20051101 GOOD             USPSQD
 DD1757
 DD1757                          STATION DESCRIPTION
 DD1757
 DD1757'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1757'4.5 KM (2.8 MI) SW FROM LITTLE RIVER.
 DD1757'THE MARK IS ABOVE LEVEL WITH OVERPASS.
 DD1757'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1757'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.4 KM (0.9
 DD1757'MI) SOUTHWEST ALONG STATE HIGHWAY 90, SET NEAR THE NORTHWEST CORNER
 DD1757'OF THE U.S. HIGHWAY 17 OVERPASS, 1.62 METERS (5.31 FT) WEST
 DD1757'SOUTHWEST OF THE NORTH END OF THE BRIDGE WINGWALL, 2.52 METERS (8.27
 DD1757'FT) EAST NORTHEAST OF THE WEST END OF THE CONCRETE CURB, 12.83 METERS
 DD1757'(42.09 FT) EAST OF A POWER POLE WITH A GUY WIRE, 9.1 METERS (29.86
 DD1757'FT) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY.
 DD1757'THE MARK IS 1.80 METERS  NNE FROM A WITNESS POST.
 DD1757
 DD1757                          STATION RECOVERY (1992)
 DD1757
 DD1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1757'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1757'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1757'1.4 KM (0.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, NEAR THE
 DD1757'NORTHWEST CORNER OF A HIGHWAY OVERPASS, 12.8 M (42.0 FT) EAST OF
 DD1757'UTILITY POLE WITH A GUY CABLE, 9.1 M (29.9 FT) NORTH-NORTHWEST OF AND
 DD1757'LEVEL WITH THE HIGHWAY CENTERLINE, 7.4 M (24.3 FT) EAST-SOUTHEAST OF
 DD1757'WARD AZ MK 2, 2.1 M (6.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DD1757'OVERPASS, 1.8 M (5.9 FT) NORTH-NORTHEAST OF A WITNESS POST, 1.6 M
 DD1757'(5.2 FT) WEST-SOUTHWEST OF THE NORTH END OF A WINGWALL, AND THE
 DD1757'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD1757
 DD1757                          STATION RECOVERY (1999)
 DD1757
 DD1757'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1757'RECOVERED IN GOOD CONDITION.
 DD1757
 DD1757                          STATION RECOVERY (2004)
 DD1757
 DD1757'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1757'RECOVERED IN GOOD CONDITION.
 DD1757
 DD1757                          STATION RECOVERY (2004)
 DD1757
 DD1757'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1757'RECOVERED IN GOOD CONDITION.
 DD1757
 DD1757                          STATION RECOVERY (2005)
 DD1757
 DD1757'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1727 ***********************************************************************
 DD1727  DESIGNATION -  26 005
 DD1727  PID         -  DD1727
 DD1727  STATE/COUNTY-  SC/HORRY
 DD1727  USGS QUAD   -  LITTLE RIVER (1990)
 DD1727
 DD1727                         *CURRENT SURVEY CONTROL
 DD1727  ___________________________________________________________________
 DD1727* NAD 83(1986)-  33 51 00.     (N)    078 37 19.     (W)     SCALED    
 DD1727* NAVD 88     -         8.324  (meters)      27.31   (feet)  ADJUSTED  
 DD1727  ___________________________________________________________________
 DD1727  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 DD1727  DYNAMIC HT  -           8.315 (meters)      27.28  (feet)  COMP
 DD1727  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 DD1727
 DD1727  VERT ORDER  -  FIRST     CLASS II
 DD1727
 DD1727.The horizontal coordinates were scaled from a topographic map and have
 DD1727.an estimated accuracy of +/- 6 seconds.
 DD1727
 DD1727.The orthometric height was determined by differential leveling
 DD1727.and adjusted by the National Geodetic Survey in June 1991..
 DD1727
 DD1727.The geoid height was determined by GEOID03.
 DD1727
 DD1727.The dynamic height is computed by dividing the NAVD 88
 DD1727.geopotential number by the normal gravity value computed on the
 DD1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1727.degrees latitude (g = 980.6199 gals.).
 DD1727
 DD1727.The modeled gravity was interpolated from observed gravity values.
 DD1727
 DD1727;                    North         East    Units  Estimated Accuracy
 DD1727;SPC SC       -   226,170.      829,620.      MT  (+/- 180 meters Scaled)
 DD1727
 DD1727                          SUPERSEDED SURVEY CONTROL
 DD1727
 DD1727  NGVD 29 (05/09/91)    8.644  (m)           28.36   (f) ADJUSTED    1 2
 DD1727
 DD1727.Superseded values are not recommended for survey control.
 DD1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1727.See file dsdata.txt to determine how the superseded data were derived.
 DD1727
 DD1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT200480(NAD 83)
 DD1727_MARKER: DD = SURVEY DISK
 DD1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1727_SP_SET: CONCRETE POST
 DD1727_STAMPING: VERT 26-005 1986
 DD1727_MARK LOGO: SCGS  
 DD1727_PROJECTION: FLUSH
 DD1727_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1727+STABILITY: SURFACE MOTION
 DD1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1727+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1727
 DD1727  HISTORY     - Date     Condition        Report By
 DD1727  HISTORY     - 1979     MONUMENTED       MGA
 DD1727  HISTORY     - 1986     GOOD             SCGS
 DD1727  HISTORY     - 19900423 GOOD             NGS
 DD1727  HISTORY     - 19920717 GOOD             NGS
 DD1727  HISTORY     - 19990908 MARK NOT FOUND   USPSQD
 DD1727  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 DD1727  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 DD1727
 DD1727                          STATION DESCRIPTION
 DD1727
 DD1727'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1727'3.2 KM (2.0 MI) SSW FROM LITTLE RIVER.
 DD1727'THE MARK IS 0.30 M ABOVE ROAD.
 DD1727'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1727'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1727'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1727'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1727'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1727'ROAD 20, THENCE 3.3 KM (2.05 MI) EASTERLY ALONG STATE ROAD 236
 DD1727'(LITTLE RIVER NECK ROAD), SET NEAR A BLAZED 14 INCH OAK TREE AT THE
 DD1727'TIMBERLINE, 0.83 METER (2.72 FT) NORTHWEST OF A STEEL POST
 DD1727'(UNDERGROUND TELEPHONE CABLE), 0.9 METER (2.95 FT) SOUTH SOUTHWEST OF
 DD1727'THE OAK TREE, 3.5 METERS (11.48 FT) NORTH NORTHEAST OF A TWIN TRUNK
 DD1727'OAK TREE, 8.68 METERS (28.48 FT) SOUTH SOUTHEAST OF THE CENTER OF THE
 DD1727'STATE ROAD.
 DD1727'THE MARK IS 0.73 METERS  SSE FROM A WITNESS POST.
 DD1727
 DD1727                          STATION RECOVERY (1990)
 DD1727
 DD1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1727'3.0 KM (1.86 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1727'JUNCTION OF STATE HIGHWAY 5O (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1727'1.8 KM (1.12 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.0 KM
 DD1727'(0.62 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 20, THENCE 3.3 KM (2.05
 DD1727'MI) EASTERLY ALONG S-22-236 (LITTLE RIVER NECK ROAD), 13.0 M (42.65
 DD1727'FT) NORTHWEST OF THE CENTER OF A PAVED GOLF CART PATH, 8.6 M (28.22
 DD1727'FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 0.7 M (2.30 FT)
 DD1727'SOUTHEAST OF A WITNESS POST, ON THE EXTENDED CENTER OF A ROAD LEADING
 DD1727'TO A GOLF COURSE, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 DD1727'GROUND SURFACE.
 DD1727
 DD1727                          STATION RECOVERY (1992)
 DD1727
 DD1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1727'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1727'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1727'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1727'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 3.3 KM (2.05 MI)
 DD1727'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), 13.0 M (42.7
 DD1727'FT) NORTH-NORTHWEST OF THE CENTER OF A GOLF CART PATH, 8.6 M (28.2
 DD1727'FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 3.6 M (11.8 FT)
 DD1727'NORTHEAST OF THE CENTER OF A SAND ROAD, 3.2 M (10.5 FT) SOUTHWEST OF
 DD1727'THE EXTENDED CENTER OF THE NORTHBOUND LANES OF TIDEWATER DRIVE, 0.7 M
 DD1727'(2.3 FT) SOUTH-SOUTHWEST OF AN 18-INCH OAK TREE, 0.7 M (2.3 FT)
 DD1727'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 DD1727'GROUND SURFACE.
 DD1727
 DD1727                          STATION RECOVERY (1999)
 DD1727
 DD1727'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1727'MARK NOT FOUND.
 DD1727
 DD1727                          STATION RECOVERY (2004)
 DD1727
 DD1727'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1727'MARK NOT FOUND.
 DD1727
 DD1727                          STATION RECOVERY (2004)
 DD1727
 DD1727'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1725 ***********************************************************************
 DD1725  DESIGNATION -  26 006
 DD1725  PID         -  DD1725
 DD1725  STATE/COUNTY-  SC/HORRY
 DD1725  USGS QUAD   -  WAMPEE (1990)
 DD1725
 DD1725                         *CURRENT SURVEY CONTROL
 DD1725  ___________________________________________________________________
 DD1725* NAD 83(1986)-  33 50 56.     (N)    078 38 40.     (W)     SCALED    
 DD1725* NAVD 88     -         7.592  (meters)      24.91   (feet)  ADJUSTED  
 DD1725  ___________________________________________________________________
 DD1725  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DD1725  DYNAMIC HT  -           7.584 (meters)      24.88  (feet)  COMP
 DD1725  MODELED GRAV-     979,634.7   (mgal)                       NAVD 88
 DD1725
 DD1725  VERT ORDER  -  FIRST     CLASS II
 DD1725
 DD1725.The horizontal coordinates were scaled from a topographic map and have
 DD1725.an estimated accuracy of +/- 6 seconds.
 DD1725
 DD1725.The orthometric height was determined by differential leveling
 DD1725.and adjusted by the National Geodetic Survey in June 1991..
 DD1725
 DD1725.The geoid height was determined by GEOID03.
 DD1725
 DD1725.The dynamic height is computed by dividing the NAVD 88
 DD1725.geopotential number by the normal gravity value computed on the
 DD1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1725.degrees latitude (g = 980.6199 gals.).
 DD1725
 DD1725.The modeled gravity was interpolated from observed gravity values.
 DD1725
 DD1725;                    North         East    Units  Estimated Accuracy
 DD1725;SPC SC       -   226,000.      827,540.      MT  (+/- 180 meters Scaled)
 DD1725
 DD1725                          SUPERSEDED SURVEY CONTROL
 DD1725
 DD1725  NGVD 29 (05/09/91)    7.912  (m)           25.96   (f) ADJUSTED    1 2
 DD1725
 DD1725.Superseded values are not recommended for survey control.
 DD1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1725.See file dsdata.txt to determine how the superseded data were derived.
 DD1725
 DD1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT179478(NAD 83)
 DD1725_MARKER: DD = SURVEY DISK
 DD1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1725_SP_SET: CONCRETE POST
 DD1725_STAMPING: VERT 26-006 1986
 DD1725_MARK LOGO: SCGS  
 DD1725_PROJECTION: FLUSH
 DD1725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1725+STABILITY: SURFACE MOTION
 DD1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1725+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD1725
 DD1725  HISTORY     - Date     Condition        Report By
 DD1725  HISTORY     - 1979     MONUMENTED       MGA
 DD1725  HISTORY     - 1986     GOOD             SCGS
 DD1725  HISTORY     - 19900423 GOOD             NGS
 DD1725  HISTORY     - 19920717 GOOD             NGS
 DD1725  HISTORY     - 19990908 GOOD             USPSQD
 DD1725  HISTORY     - 20040405 GOOD             USPSQD
 DD1725  HISTORY     - 20040708 GOOD             USPSQD
 DD1725  HISTORY     - 20051031 GOOD             USPSQD
 DD1725
 DD1725                          STATION DESCRIPTION
 DD1725
 DD1725'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1725'4.3 KM (2.7 MI) SW FROM LITTLE RIVER.
 DD1725'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1725'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1725'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1725'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1725'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1725'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1725'ROAD 20, THENCE 1.1 KM (0.7 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1725'RIVER NECK ROAD), SET IN THE CENTER OF A TRIANGULAR SHAPED MEDIAN AT
 DD1725'THE JUNCTION OF HILL STREET, 1.17 METERS (3.84 FT) EAST SOUTHEAST OF
 DD1725'THE POWER POLE, 17.1 METERS (56.1 FT) EAST OF THE CENTER OF A SAND
 DD1725'ROAD CONNECTING THE TWO ROADS, 10.53 METERS (34.55 FT) SOUTH OF THE
 DD1725'CENTER OF THE STATE ROAD, 4.63 METERS (15.19 FT) SOUTH SOUTHWEST OF A
 DD1725'16 INCH OAK TREE, 19.1 METERS (62.66 FT) NORTH OF THE CENTER OF HILL
 DD1725'STREET.
 DD1725'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 DD1725
 DD1725                          STATION RECOVERY (1990)
 DD1725
 DD1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1725'RECOVERED IN GOOD CONDITION.
 DD1725
 DD1725                          STATION RECOVERY (1992)
 DD1725
 DD1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1725'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1725'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1725'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1725'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 1.1 KM (0.70 MI)
 DD1725'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), NEAR THE
 DD1725'CENTER OF A TRIANGULAR SHAPED MEDIAN AT THE INTERSECTION OF HILL
 DD1725'STREET, 19.1 M (62.7 FT) NORTH OF THE STREET CENTERLINE, 1.1 M (3.6
 DD1725'FT) EAST OF THE CENTER OF A SAND CONNECTOR ROAD, 13.5 M (44.3 FT)
 DD1725'WEST-SOUTHWEST OF A FIRE HYDRANT, 10.5 M (34.4 FT) SOUTH OF AND LEVEL
 DD1725'WITH THE ROAD CENTER, 1.2 M (3.9 FT) EAST-SOUTHEAST OF UTILITY POLE
 DD1725'NUMBER 43812, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE
 DD1725'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD1725
 DD1725                          STATION RECOVERY (1999)
 DD1725
 DD1725'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1725'RECOVERED IN GOOD CONDITION.
 DD1725
 DD1725                          STATION RECOVERY (2004)
 DD1725
 DD1725'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1725'RECOVERED IN GOOD CONDITION.
 DD1725
 DD1725                          STATION RECOVERY (2004)
 DD1725
 DD1725'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1725'RECOVERED IN GOOD CONDITION.
 DD1725
 DD1725                          STATION RECOVERY (2005)
 DD1725
 DD1725'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1717 ***********************************************************************
 DD1717  DESIGNATION -  26 007
 DD1717  PID         -  DD1717
 DD1717  STATE/COUNTY-  SC/HORRY
 DD1717  USGS QUAD   -  LITTLE RIVER (1990)
 DD1717
 DD1717                         *CURRENT SURVEY CONTROL
 DD1717  ___________________________________________________________________
 DD1717* NAD 83(1986)-  33 50 24.     (N)    078 36 14.     (W)     SCALED    
 DD1717* NAVD 88     -         3.237  (meters)      10.62   (feet)  ADJUSTED  
 DD1717  ___________________________________________________________________
 DD1717  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 DD1717  DYNAMIC HT  -           3.234 (meters)      10.61  (feet)  COMP
 DD1717  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 DD1717
 DD1717  VERT ORDER  -  FIRST     CLASS II
 DD1717
 DD1717.The horizontal coordinates were scaled from a topographic map and have
 DD1717.an estimated accuracy of +/- 6 seconds.
 DD1717
 DD1717.The orthometric height was determined by differential leveling
 DD1717.and adjusted by the National Geodetic Survey in June 1991..
 DD1717
 DD1717.The geoid height was determined by GEOID03.
 DD1717
 DD1717.The dynamic height is computed by dividing the NAVD 88
 DD1717.geopotential number by the normal gravity value computed on the
 DD1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1717.degrees latitude (g = 980.6199 gals.).
 DD1717
 DD1717.The modeled gravity was interpolated from observed gravity values.
 DD1717
 DD1717;                    North         East    Units  Estimated Accuracy
 DD1717;SPC SC       -   225,100.      831,310.      MT  (+/- 180 meters Scaled)
 DD1717
 DD1717                          SUPERSEDED SURVEY CONTROL
 DD1717
 DD1717  NGVD 29 (05/09/91)    3.558  (m)           11.67   (f) ADJUSTED    1 2
 DD1717
 DD1717.Superseded values are not recommended for survey control.
 DD1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1717.See file dsdata.txt to determine how the superseded data were derived.
 DD1717
 DD1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT217469(NAD 83)
 DD1717_MARKER: DD = SURVEY DISK
 DD1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1717_SP_SET: CONCRETE POST
 DD1717_STAMPING: VERT 26 - 007
 DD1717_MARK LOGO: SCGS  
 DD1717_PROJECTION: PROJECTING 9 CENTIMETERS
 DD1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1717+STABILITY: SURFACE MOTION
 DD1717
 DD1717  HISTORY     - Date     Condition        Report By
 DD1717  HISTORY     - 1979     MONUMENTED       MGA
 DD1717  HISTORY     - 1986     GOOD             SCGS
 DD1717  HISTORY     - 19900918 GOOD             NGS
 DD1717  HISTORY     - 19990909 GOOD             USPSQD
 DD1717
 DD1717                          STATION DESCRIPTION
 DD1717
 DD1717'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1717'7.1 KM (4.4 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1717'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1717'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1717'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 3.9
 DD1717'KM (2.4 MI) NORTHEASTERLY ALONG OCEAN BOULEVARD, SET NEAR A POWER
 DD1717'POLE NUMBER 40904, 4.33 METERS (14.21 FT) WEST SOUTHWEST OF A 15 INCH
 DD1717'BY 20 INCH CONCRETE WATER METER, 0.57 METER (1.87 FT) WEST SOUTHWEST
 DD1717'OF THE POWER POLE, 7.15 METERS (23.46 FT) NORTH NORTHWEST OF THE
 DD1717'CENTER OF THE BOULEVARD, 8.95 METERS (29.36 FT) EAST NORTHEAST OF THE
 DD1717'CENTER OF A DRIVE TO 6207 NORTH OCEAN BOULEVARD (SCOLLY), 9.55 METERS
 DD1717'(31.33 FT) WEST SOUTHWEST OF THE CENTER OF A DRIVE TO 6209 NORTH
 DD1717'OCEAN BOULEVARD.
 DD1717'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 DD1717
 DD1717                          STATION RECOVERY (1990)
 DD1717
 DD1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1717'RECOVERED IN GOOD CONDITION.
 DD1717
 DD1717                          STATION RECOVERY (1999)
 DD1717
 DD1717'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1711 ***********************************************************************
 DD1711  DESIGNATION -  26 008
 DD1711  PID         -  DD1711
 DD1711  STATE/COUNTY-  SC/HORRY
 DD1711  USGS QUAD   -  LITTLE RIVER (1990)
 DD1711
 DD1711                         *CURRENT SURVEY CONTROL
 DD1711  ___________________________________________________________________
 DD1711* NAD 83(1986)-  33 50 02.     (N)    078 37 28.     (W)     SCALED    
 DD1711* NAVD 88     -         2.457  (meters)       8.06   (feet)  ADJUSTED  
 DD1711  ___________________________________________________________________
 DD1711  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 DD1711  DYNAMIC HT  -           2.454 (meters)       8.05  (feet)  COMP
 DD1711  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 DD1711
 DD1711  VERT ORDER  -  FIRST     CLASS II
 DD1711
 DD1711.The horizontal coordinates were scaled from a topographic map and have
 DD1711.an estimated accuracy of +/- 6 seconds.
 DD1711
 DD1711.The orthometric height was determined by differential leveling
 DD1711.and adjusted by the National Geodetic Survey in June 1991..
 DD1711
 DD1711.The geoid height was determined by GEOID03.
 DD1711
 DD1711.The dynamic height is computed by dividing the NAVD 88
 DD1711.geopotential number by the normal gravity value computed on the
 DD1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1711.degrees latitude (g = 980.6199 gals.).
 DD1711
 DD1711.The modeled gravity was interpolated from observed gravity values.
 DD1711
 DD1711;                    North         East    Units  Estimated Accuracy
 DD1711;SPC SC       -   224,380.      829,430.      MT  (+/- 180 meters Scaled)
 DD1711
 DD1711                          SUPERSEDED SURVEY CONTROL
 DD1711
 DD1711  NGVD 29 (03/21/89)    2.777  (m)            9.11   (f) ADJUSTED    1 2
 DD1711
 DD1711.Superseded values are not recommended for survey control.
 DD1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1711.See file dsdata.txt to determine how the superseded data were derived.
 DD1711
 DD1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT198462(NAD 83)
 DD1711_MARKER: DD = SURVEY DISK
 DD1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1711_SP_SET: CONCRETE POST
 DD1711_STAMPING: VERT 26 - 008
 DD1711_MARK LOGO: SCGS  
 DD1711_PROJECTION: RECESSED 9 CENTIMETERS
 DD1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1711+STABILITY: SURFACE MOTION
 DD1711
 DD1711  HISTORY     - Date     Condition        Report By
 DD1711  HISTORY     - 1979     MONUMENTED       MGA
 DD1711  HISTORY     - 1986     GOOD             SCGS
 DD1711  HISTORY     - 19990908 MARK NOT FOUND   USPSQD
 DD1711  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD1711
 DD1711                          STATION DESCRIPTION
 DD1711
 DD1711'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1711'5.1 KM (3.2 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1711'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1711'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1711'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 1.85
 DD1711'KM (1.15 MI) NORTHEASTERLY ALONG OCEAN BOULEVARD, SET NEAR A POWER
 DD1711'POLE WITH TWO GUY WIRES IN THE NORTHEAST ANGLE OF 44TH AVENUE NORTH,
 DD1711'0.76 METER (2.49 FT) EAST NORTHEAST OF THE POWER POLE, 3.42 METERS
 DD1711'(11.22 FT) WEST NORTHWEST OF A FIRE HYDRANT, 7.5 METERS (24.61 FT)
 DD1711'NORTH NORTHWEST OF THE CENTER OF THE BOULEVARD, 6.15 METERS (20.18
 DD1711'FT) EAST NORTHEAST OF THE CENTER OF THE AVENUE.
 DD1711'THE MARK IS 1.30 METERS  WSW FROM A WITNESS POST.
 DD1711'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 DD1711
 DD1711                          STATION RECOVERY (1999)
 DD1711
 DD1711'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1711'MARK NOT FOUND.
 DD1711
 DD1711                          STATION RECOVERY (2004)
 DD1711
 DD1711'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1720 ***********************************************************************
 DD1720  DESIGNATION -  26 010
 DD1720  PID         -  DD1720
 DD1720  STATE/COUNTY-  SC/HORRY
 DD1720  USGS QUAD   -  WAMPEE (1990)
 DD1720
 DD1720                         *CURRENT SURVEY CONTROL
 DD1720  ___________________________________________________________________
 DD1720* NAD 83(1986)-  33 50 45.     (N)    078 39 18.     (W)     SCALED    
 DD1720* NAVD 88     -         6.834  (meters)      22.42   (feet)  ADJUSTED  
 DD1720  ___________________________________________________________________
 DD1720  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DD1720  DYNAMIC HT  -           6.827 (meters)      22.40  (feet)  COMP
 DD1720  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 DD1720
 DD1720  VERT ORDER  -  FIRST     CLASS II
 DD1720
 DD1720.The horizontal coordinates were scaled from a topographic map and have
 DD1720.an estimated accuracy of +/- 6 seconds.
 DD1720
 DD1720.The orthometric height was determined by differential leveling
 DD1720.and adjusted by the National Geodetic Survey in June 1991..
 DD1720
 DD1720.The geoid height was determined by GEOID03.
 DD1720
 DD1720.The dynamic height is computed by dividing the NAVD 88
 DD1720.geopotential number by the normal gravity value computed on the
 DD1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1720.degrees latitude (g = 980.6199 gals.).
 DD1720
 DD1720.The modeled gravity was interpolated from observed gravity values.
 DD1720
 DD1720;                    North         East    Units  Estimated Accuracy
 DD1720;SPC SC       -   225,640.      826,570.      MT  (+/- 180 meters Scaled)
 DD1720
 DD1720                          SUPERSEDED SURVEY CONTROL
 DD1720
 DD1720  NGVD 29 (05/09/91)    7.155  (m)           23.47   (f) ADJUSTED    1 2
 DD1720
 DD1720.Superseded values are not recommended for survey control.
 DD1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1720.See file dsdata.txt to determine how the superseded data were derived.
 DD1720
 DD1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT169475(NAD 83)
 DD1720_MARKER: DD = SURVEY DISK
 DD1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1720_SP_SET: CONCRETE POST
 DD1720_STAMPING: VERT 26-010
 DD1720_MARK LOGO: SCGS  
 DD1720_PROJECTION: FLUSH
 DD1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1720+STABILITY: SURFACE MOTION
 DD1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1720+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD1720
 DD1720  HISTORY     - Date     Condition        Report By
 DD1720  HISTORY     - 1979     MONUMENTED       MGA
 DD1720  HISTORY     - 1986     GOOD             SCGS
 DD1720  HISTORY     - 1987     GOOD             USPSQD
 DD1720  HISTORY     - 19900423 GOOD             NGS
 DD1720  HISTORY     - 19990908 GOOD             USPSQD
 DD1720  HISTORY     - 20040405 GOOD             USPSQD
 DD1720  HISTORY     - 20040708 GOOD             USPSQD
 DD1720  HISTORY     - 20051101 GOOD             USPSQD
 DD1720
 DD1720                          STATION DESCRIPTION
 DD1720
 DD1720'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1720'3.1 KM (1.9 MI) NE FROM NORTH MYRTLE BEACH.
 DD1720'3.0 KM (1.9 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1720'MAIN STREET IN NORTH MYRTLE BEACH, SET IN THE VEE OF A WOODED MEDIAN
 DD1720'OF THE ENTRANCE RAMP TO CHERRY GROVE, 1.2 METERS (3.94 FT) NORTHEAST
 DD1720'OF A 13 INCH HICKORY TREE, 17.2 METERS (56.43 FT) SOUTHEAST OF THE
 DD1720'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 43.0 METERS (141.08
 DD1720'FT) EAST NORTHEAST OF FORT RANDALL COMMEMORATIVE SIGN.
 DD1720'THE MARK IS 0.29 METERS  NW FROM A WITNESS POST.
 DD1720'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD1720
 DD1720                          STATION RECOVERY (1987)
 DD1720
 DD1720'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 DD1720'RECOVERED IN GOOD CONDITION.
 DD1720
 DD1720                          STATION RECOVERY (1990)
 DD1720
 DD1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1720'RECOVERED IN GOOD CONDITION.
 DD1720
 DD1720                          STATION RECOVERY (1999)
 DD1720
 DD1720'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1720'RECOVERED IN GOOD CONDITION.
 DD1720
 DD1720                          STATION RECOVERY (2004)
 DD1720
 DD1720'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1720'RECOVERED IN GOOD CONDITION.
 DD1720
 DD1720                          STATION RECOVERY (2004)
 DD1720
 DD1720'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1720'RECOVERED IN GOOD CONDITION.
 DD1720
 DD1720                          STATION RECOVERY (2005)
 DD1720
 DD1720'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1703 ***********************************************************************
 DD1703  DESIGNATION -  26 011
 DD1703  PID         -  DD1703
 DD1703  STATE/COUNTY-  SC/HORRY
 DD1703  USGS QUAD   -  WAMPEE (1990)
 DD1703
 DD1703                         *CURRENT SURVEY CONTROL
 DD1703  ___________________________________________________________________
 DD1703* NAD 83(1986)-  33 49 25.     (N)    078 39 35.     (W)     SCALED    
 DD1703* NAVD 88     -         2.099  (meters)       6.89   (feet)  ADJUSTED  
 DD1703  ___________________________________________________________________
 DD1703  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DD1703  DYNAMIC HT  -           2.097 (meters)       6.88  (feet)  COMP
 DD1703  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 DD1703
 DD1703  VERT ORDER  -  FIRST     CLASS II
 DD1703
 DD1703.The horizontal coordinates were scaled from a topographic map and have
 DD1703.an estimated accuracy of +/- 6 seconds.
 DD1703
 DD1703.The orthometric height was determined by differential leveling
 DD1703.and adjusted by the National Geodetic Survey in June 1991..
 DD1703
 DD1703.The geoid height was determined by GEOID03.
 DD1703
 DD1703.The dynamic height is computed by dividing the NAVD 88
 DD1703.geopotential number by the normal gravity value computed on the
 DD1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1703.degrees latitude (g = 980.6199 gals.).
 DD1703
 DD1703.The modeled gravity was interpolated from observed gravity values.
 DD1703
 DD1703;                    North         East    Units  Estimated Accuracy
 DD1703;SPC SC       -   223,170.      826,190.      MT  (+/- 180 meters Scaled)
 DD1703
 DD1703                          SUPERSEDED SURVEY CONTROL
 DD1703
 DD1703  NGVD 29 (05/09/91)    2.419  (m)            7.94   (f) ADJUSTED    1 2
 DD1703
 DD1703.Superseded values are not recommended for survey control.
 DD1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1703.See file dsdata.txt to determine how the superseded data were derived.
 DD1703
 DD1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT165450(NAD 83)
 DD1703_MARKER: DD = SURVEY DISK
 DD1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1703_SP_SET: CONCRETE POST
 DD1703_STAMPING: VERT 26 - 011
 DD1703_MARK LOGO: SCGS  
 DD1703_PROJECTION: PROJECTING 6 CENTIMETERS
 DD1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1703+STABILITY: SURFACE MOTION
 DD1703
 DD1703  HISTORY     - Date     Condition        Report By
 DD1703  HISTORY     - 1979     MONUMENTED       MGA
 DD1703  HISTORY     - 1986     GOOD             SCGS
 DD1703  HISTORY     - 19900918 GOOD             NGS
 DD1703  HISTORY     - 19990907 GOOD             USPSQD
 DD1703
 DD1703                          STATION DESCRIPTION
 DD1703
 DD1703'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1703'1.9 KM (1.2 MI) ESE FROM NORTH MYRTLE BEACH.
 DD1703'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1703'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 1.3 KM (0.8 MI)
 DD1703'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), SET IN THE
 DD1703'NORTHWEST ANGLE OF 11TH AVENUE NORTH, 14.2 METERS (46.59 FT) WEST
 DD1703'SOUTHWEST OF THE CENTER OF THE MEDIAN OF 11TH AVENUE, 8.35 METERS
 DD1703'(27.4 FT) NORTH NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 DD1703'THE HIGHWAY, 0.5 METER (1.64 FT) NORTHWEST OF A POWER POLE NUMBER
 DD1703'14491 WITH A STREET LIGHT.
 DD1703'THE MARK IS 0.35 METERS  ENE FROM A WITNESS POST.
 DD1703'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 DD1703
 DD1703                          STATION RECOVERY (1990)
 DD1703
 DD1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1703'RECOVERED IN GOOD CONDITION.
 DD1703
 DD1703                          STATION RECOVERY (1999)
 DD1703
 DD1703'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1724 ***********************************************************************
 DD1724  DESIGNATION -  26 012
 DD1724  PID         -  DD1724
 DD1724  STATE/COUNTY-  SC/HORRY
 DD1724  USGS QUAD   -  WAMPEE (1990)
 DD1724
 DD1724                         *CURRENT SURVEY CONTROL
 DD1724  ___________________________________________________________________
 DD1724* NAD 83(1986)-  33 50 18.     (N)    078 40 04.     (W)     SCALED    
 DD1724* NAVD 88     -         6.946  (meters)      22.79   (feet)  ADJUSTED  
 DD1724  ___________________________________________________________________
 DD1724  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DD1724  DYNAMIC HT  -           6.939 (meters)      22.77  (feet)  COMP
 DD1724  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 DD1724
 DD1724  VERT ORDER  -  FIRST     CLASS II
 DD1724
 DD1724.The horizontal coordinates were scaled from a topographic map and have
 DD1724.an estimated accuracy of +/- 6 seconds.
 DD1724
 DD1724.The orthometric height was determined by differential leveling
 DD1724.and adjusted by the National Geodetic Survey in June 1991..
 DD1724
 DD1724.The geoid height was determined by GEOID03.
 DD1724
 DD1724.The dynamic height is computed by dividing the NAVD 88
 DD1724.geopotential number by the normal gravity value computed on the
 DD1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1724.degrees latitude (g = 980.6199 gals.).
 DD1724
 DD1724.The modeled gravity was interpolated from observed gravity values.
 DD1724
 DD1724;                    North         East    Units  Estimated Accuracy
 DD1724;SPC SC       -   224,780.      825,410.      MT  (+/- 180 meters Scaled)
 DD1724
 DD1724                          SUPERSEDED SURVEY CONTROL
 DD1724
 DD1724  NGVD 29 (05/09/91)    7.266  (m)           23.84   (f) ADJUSTED    1 2
 DD1724
 DD1724.Superseded values are not recommended for survey control.
 DD1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1724.See file dsdata.txt to determine how the superseded data were derived.
 DD1724
 DD1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT158466(NAD 83)
 DD1724_MARKER: DD = SURVEY DISK
 DD1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1724_SP_SET: CONCRETE POST
 DD1724_STAMPING: VERT 26-012
 DD1724_MARK LOGO: SCGS  
 DD1724_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1724+STABILITY: SURFACE MOTION
 DD1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1724+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 DD1724
 DD1724  HISTORY     - Date     Condition        Report By
 DD1724  HISTORY     - 1979     MONUMENTED       MGA
 DD1724  HISTORY     - 1986     GOOD             USPSQD
 DD1724  HISTORY     - 1986     GOOD             SCGS
 DD1724  HISTORY     - 19900423 GOOD             NGS
 DD1724
 DD1724                          STATION DESCRIPTION
 DD1724
 DD1724'DESCRIBED BY US POWER SQUADRON 1986 (WCB)
 DD1724'RECOVERED IN GOOD CONDITION.
 DD1724
 DD1724                          STATION RECOVERY (1986)
 DD1724
 DD1724'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1724'1.6 KM (1.0 MI) NE FROM NORTH MYRTLE BEACH.
 DD1724'1.6 KM (1.0 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1724'MAIN STREET IN NORTH MYRTLE BEACH, SET AT THE TIMBERLINE NEAR A SIX
 DD1724'LEG THIRTY FOOT HIGH BILLBOARD, 2.85 METERS (9.35 FT) WEST OF THE
 DD1724'SOUTHERN MOST SUPPORT POLE OF THE BILLBOARD, 3.33 MTERS (10.93 FT)
 DD1724'NORTHWEST OF A POWER POLE WITH A METER, 26.95 METERS (88.42 FT) NORTH
 DD1724'NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 59.6
 DD1724'METERS (195.53 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A RAILROAD
 DD1724'BOX CAR ATTACHED TO A RESTAURANT (SANTE FE STATION).
 DD1724'THE MARK IS 0.29 METERS  SSE FROM A WITNESS POST.
 DD1724'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1724
 DD1724                          STATION RECOVERY (1990)
 DD1724
 DD1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1696 ***********************************************************************
 DD1696  DESIGNATION -  26 013
 DD1696  PID         -  DD1696
 DD1696  STATE/COUNTY-  SC/HORRY
 DD1696  USGS QUAD   -  WAMPEE (1990)
 DD1696
 DD1696                         *CURRENT SURVEY CONTROL
 DD1696  ___________________________________________________________________
 DD1696* NAD 83(1986)-  33 48 56.     (N)    078 41 45.     (W)     SCALED    
 DD1696* NAVD 88     -         8.005  (meters)      26.26   (feet)  ADJUSTED  
 DD1696  ___________________________________________________________________
 DD1696  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DD1696  DYNAMIC HT  -           7.997 (meters)      26.24  (feet)  COMP
 DD1696  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 DD1696
 DD1696  VERT ORDER  -  FIRST     CLASS II
 DD1696
 DD1696.The horizontal coordinates were scaled from a topographic map and have
 DD1696.an estimated accuracy of +/- 6 seconds.
 DD1696
 DD1696.The orthometric height was determined by differential leveling
 DD1696.and adjusted by the National Geodetic Survey in June 1991..
 DD1696.WARNING-Repeat measurements at this control monument indicate possible
 DD1696.vertical movement.
 DD1696
 DD1696.The geoid height was determined by GEOID03.
 DD1696
 DD1696.The dynamic height is computed by dividing the NAVD 88
 DD1696.geopotential number by the normal gravity value computed on the
 DD1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1696.degrees latitude (g = 980.6199 gals.).
 DD1696
 DD1696.The modeled gravity was interpolated from observed gravity values.
 DD1696
 DD1696;                    North         East    Units  Estimated Accuracy
 DD1696;SPC SC       -   222,200.      822,870.      MT  (+/- 180 meters Scaled)
 DD1696
 DD1696                          SUPERSEDED SURVEY CONTROL
 DD1696
 DD1696  NGVD 29 (05/09/91)    8.323  (m)           27.31   (f) ADJUSTED    1 2
 DD1696
 DD1696.Superseded values are not recommended for survey control.
 DD1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1696.See file dsdata.txt to determine how the superseded data were derived.
 DD1696
 DD1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT132440(NAD 83)
 DD1696_MARKER: DD = SURVEY DISK
 DD1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1696_SP_SET: CONCRETE POST
 DD1696_STAMPING: VERT 26-013
 DD1696_MARK LOGO: SCGS  
 DD1696_PROJECTION: FLUSH
 DD1696_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1696+STABILITY: SURFACE MOTION
 DD1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1696+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1696
 DD1696  HISTORY     - Date     Condition        Report By
 DD1696  HISTORY     - 1979     MONUMENTED       MGA
 DD1696  HISTORY     - 1986     GOOD             SCGS
 DD1696  HISTORY     - 19900423 GOOD             NGS
 DD1696  HISTORY     - 19920717 GOOD             NGS
 DD1696
 DD1696                          STATION DESCRIPTION
 DD1696
 DD1696'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1696'2.0 KM (1.25 MI) SW FROM NORTH MYRTLE BEACH.
 DD1696'THE MARK IS 0.20 M ABOVE HIGHWAY.
 DD1696'2.0 KM (1.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1696'OF MAIN STREET IN NORTH MYRTLE BEACH, SET NEAR A POWER POLE IN A
 DD1696'MEDIAN IN FRONT OF THE CITIZENS AND SOUTHERN BANK, 19.4 METERS (63.65
 DD1696'FT) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE BANK, 28.0 METERS
 DD1696'(91.86 FT) EAST NORTHEAST OF THE CENTER OF 14TH AVENUE SOUTH, 12.05
 DD1696'METERS (39.53 FT) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 0.8
 DD1696'METER (2.62 FT) EAST OF THE POWER POLE NUMBERS 34/46577 WITH A STREET
 DD1696'LIGHT, 1.55 METERS (5.09 FT) NORTH NORTHWEST OF THE SOUTH CURB OF THE
 DD1696'MEDIAN.
 DD1696
 DD1696                          STATION RECOVERY (1990)
 DD1696
 DD1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1696'RECOVERED IN GOOD CONDITION.
 DD1696
 DD1696                          STATION RECOVERY (1992)
 DD1696
 DD1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1696'2.0 KM (1.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1696'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, 28.0 M (91.9 FT)
 DD1696'EAST-NORTHEAST OF THE CENTER OF 14TH STREET SOUTH, 19.4 M (63.6 FT)
 DD1696'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CITIZENS AND SOUTHERN
 DD1696'BANK, 12.1 M (39.7 FT) SOUTH-SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.6
 DD1696'M (8.5 FT) EAST OF UTILITY POLE NUMBER 34 46577, 1.6 M (5.2 FT)
 DD1696'NORTH-NORTHWEST OF THE NORTH CURB OF A PARKING LOT, 0.3 M (1.0 FT)
 DD1696'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 DD1696'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1689 ***********************************************************************
 DD1689  DESIGNATION -  26 014
 DD1689  PID         -  DD1689
 DD1689  STATE/COUNTY-  SC/HORRY
 DD1689  USGS QUAD   -  WAMPEE (1990)
 DD1689
 DD1689                         *CURRENT SURVEY CONTROL
 DD1689  ___________________________________________________________________
 DD1689* NAD 83(1986)-  33 48 25.     (N)    078 42 54.     (W)     SCALED    
 DD1689* NAVD 88     -         9.341  (meters)      30.65   (feet)  ADJUSTED  
 DD1689  ___________________________________________________________________
 DD1689  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DD1689  DYNAMIC HT  -           9.331 (meters)      30.61  (feet)  COMP
 DD1689  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 DD1689
 DD1689  VERT ORDER  -  FIRST     CLASS II
 DD1689
 DD1689.The horizontal coordinates were scaled from a topographic map and have
 DD1689.an estimated accuracy of +/- 6 seconds.
 DD1689
 DD1689.The orthometric height was determined by differential leveling
 DD1689.and adjusted by the National Geodetic Survey in June 1991..
 DD1689
 DD1689.The geoid height was determined by GEOID03.
 DD1689
 DD1689.The dynamic height is computed by dividing the NAVD 88
 DD1689.geopotential number by the normal gravity value computed on the
 DD1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1689.degrees latitude (g = 980.6199 gals.).
 DD1689
 DD1689.The modeled gravity was interpolated from observed gravity values.
 DD1689
 DD1689;                    North         East    Units  Estimated Accuracy
 DD1689;SPC SC       -   221,200.      821,120.      MT  (+/- 180 meters Scaled)
 DD1689
 DD1689                          SUPERSEDED SURVEY CONTROL
 DD1689
 DD1689  NGVD 29 (05/09/91)    9.655  (m)           31.68   (f) ADJUSTED    1 2
 DD1689
 DD1689.Superseded values are not recommended for survey control.
 DD1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1689.See file dsdata.txt to determine how the superseded data were derived.
 DD1689
 DD1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT115430(NAD 83)
 DD1689_MARKER: DD = SURVEY DISK
 DD1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1689_SP_SET: CONCRETE POST
 DD1689_STAMPING: VERT 26-014
 DD1689_MARK LOGO: SCGS  
 DD1689_PROJECTION: PROJECTING 15 CENTIMETERS
 DD1689_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1689+STABILITY: SURFACE MOTION
 DD1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1689+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1997
 DD1689
 DD1689  HISTORY     - Date     Condition        Report By
 DD1689  HISTORY     - 1979     MONUMENTED       MGA
 DD1689  HISTORY     - 1986     GOOD             SCGS
 DD1689  HISTORY     - 19900423 GOOD             NGS
 DD1689  HISTORY     - 19920717 GOOD             NGS
 DD1689  HISTORY     - 19970729 GOOD             SCGS
 DD1689
 DD1689                          STATION DESCRIPTION
 DD1689
 DD1689'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1689'4.0 KM (2.5 MI) SW FROM NORTH MYRTLE BEACH.
 DD1689'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1689'4.1 KM (2.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1689'OF MAIN STREET IN NORTH MYRTLE BEACH, SET NEAR A POWER POLE WITH A
 DD1689'GUY WIRE AND A STREET LIGHT IN THE NORTHEAST ANGLE OF 27TH AVENUE
 DD1689'SOUTH, 0.8 METER (2.62 FT) NORTH NORTHEAST OF THE POWER POLE, 1.03
 DD1689'METERS (3.38 FT) SOUTH SOUTHEAST OF A STEEL SUPPORT OF A SIGN (NAPA),
 DD1689'10.7 METERS (35.1 FT) EAST NORTHEAST OF THE CENTER OF THE AVENUE,
 DD1689'15.75 METERS (51.67 FT) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 DD1689'11.94 METERS (39.17 FT) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF A
 DD1689'ALUMINUM BUILDING (NAPA AUTO PARTS).
 DD1689
 DD1689                          STATION RECOVERY (1990)
 DD1689
 DD1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1689'RECOVERED IN GOOD CONDITION.
 DD1689
 DD1689                          STATION RECOVERY (1992)
 DD1689
 DD1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1689'4.1 KM (2.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1689'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, 15.8 M (51.8 FT)
 DD1689'NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 11.9 M (39.0 FT)
 DD1689'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF NAPA AUTO PARTS, 10.7 M
 DD1689'(35.1 FT) EAST-NORTHEAST OF THE CENTER OF 27TH AVENUE SOUTH, 1.0 M
 DD1689'(3.3 FT) SOUTH-SOUTHEAST OF A SIGN (NAPA AUTO PARTS), 0.8 M (2.6 FT)
 DD1689'NORTH-NORTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 DD1689'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 DD1689'GROUND SURFACE.
 DD1689
 DD1689                          STATION RECOVERY (1997)
 DD1689
 DD1689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1689'STATION IS LOCATED NEAR A NAPA SIGN IN THE NORTHEAST ANGLE OF THE
 DD1689'JUNCTION OF U.S.  HIGHWAY 17 (HIGHWAY 17 SOUTH) , STATE HIGHWAY 65 AND
 DD1689'STATE ROAD 82 (27TH AVENUE SOUTH) , 3.5 MILES (5.6 KM) SOUTHWEST OF
 DD1689'NORTH MYRTLE BEACH, 19.2 MILES (30.9 KM) EAST OF CONWAY.
 DD1689'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD1689'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 DD1689'PR0JECTING O.4 FOOT AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 9.7 FEET
 DD1689'(3.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF AN IRON STORM DRAIN GRATE
 DD1689'IN THE NAPA PARKING LOT, 17.0 FEET (5.2 M) NORTH NORTHWEST OF THE
 DD1689'CENTER OF THE SOUTH-BOUND LANES OF THE HIGHWAY, 33.2 FEET (10.1 M)
 DD1689'EAST NORTHEAST OF THE CENTER OF THE ROAD, 3.4 FEET (1.0 M) SOUTHEAST
 DD1689'OF THE NAPA SIGN, 3.4 FEET (1.0 M) NORTHEAST OF POWER POLE NUMBER
 DD1689'98229 WITH A GUY WIRE, 39.1 FEET (11.9 M) SOUTH SOUTHEAST OF THE
 DD1689'SOUTHWEST CORNER OF THE NAPA BUILDING, 4.1 FEET (1.2 M) EAST SOUTHEAST
 DD1689'OF A WITNESS POST AT THE GUY WIRE ANCHOR.  RECOVERED BY C.E.
 DD1689'GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1681 ***********************************************************************
 DD1681  DESIGNATION -  26 016
 DD1681  PID         -  DD1681
 DD1681  STATE/COUNTY-  SC/HORRY
 DD1681  USGS QUAD   -  HAND (1984)
 DD1681
 DD1681                         *CURRENT SURVEY CONTROL
 DD1681  ___________________________________________________________________
 DD1681* NAD 83(1986)-  33 47 36.     (N)    078 45 16.     (W)     SCALED    
 DD1681* NAVD 88     -         7.146  (meters)      23.44   (feet)  ADJUSTED  
 DD1681  ___________________________________________________________________
 DD1681  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DD1681  DYNAMIC HT  -           7.139 (meters)      23.42  (feet)  COMP
 DD1681  MODELED GRAV-     979,622.8   (mgal)                       NAVD 88
 DD1681
 DD1681  VERT ORDER  -  FIRST     CLASS II
 DD1681
 DD1681.The horizontal coordinates were scaled from a topographic map and have
 DD1681.an estimated accuracy of +/- 6 seconds.
 DD1681
 DD1681.The orthometric height was determined by differential leveling
 DD1681.and adjusted by the National Geodetic Survey in June 1991..
 DD1681
 DD1681.The geoid height was determined by GEOID03.
 DD1681
 DD1681.The dynamic height is computed by dividing the NAVD 88
 DD1681.geopotential number by the normal gravity value computed on the
 DD1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1681.degrees latitude (g = 980.6199 gals.).
 DD1681
 DD1681.The modeled gravity was interpolated from observed gravity values.
 DD1681
 DD1681;                    North         East    Units  Estimated Accuracy
 DD1681;SPC SC       -   219,620.      817,500.      MT  (+/- 180 meters Scaled)
 DD1681
 DD1681                          SUPERSEDED SURVEY CONTROL
 DD1681
 DD1681  NGVD 29 (05/09/91)    7.458  (m)           24.47   (f) ADJUSTED    1 2
 DD1681
 DD1681.Superseded values are not recommended for survey control.
 DD1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1681.See file dsdata.txt to determine how the superseded data were derived.
 DD1681
 DD1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT078415(NAD 83)
 DD1681_MARKER: DD = SURVEY DISK
 DD1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1681_SP_SET: CONCRETE POST
 DD1681_STAMPING: VERT 26-016
 DD1681_MARK LOGO: SCGS  
 DD1681_PROJECTION: FLUSH
 DD1681_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1681+STABILITY: SURFACE MOTION
 DD1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1681+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 DD1681
 DD1681  HISTORY     - Date     Condition        Report By
 DD1681  HISTORY     - 1979     MONUMENTED       MGA
 DD1681  HISTORY     - 1986     GOOD             USPSQD
 DD1681  HISTORY     - 1986     GOOD             USPSQD
 DD1681  HISTORY     - 1986     GOOD             SCGS
 DD1681  HISTORY     - 1987     GOOD             USPSQD
 DD1681  HISTORY     - 19900423 GOOD             NGS
 DD1681  HISTORY     - 19970716 GOOD             SCGS
 DD1681
 DD1681                          STATION DESCRIPTION
 DD1681
 DD1681'DESCRIBED BY US POWER SQUADRON 1986 (LCB)
 DD1681'RECOVERED IN GOOD CONDITION.
 DD1681
 DD1681                          STATION RECOVERY (1986)
 DD1681
 DD1681'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 DD1681'RECOVERED IN GOOD CONDITION.
 DD1681
 DD1681                          STATION RECOVERY (1986)
 DD1681
 DD1681'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1681'7.9 KM (4.9 MI) SW FROM NORTH MYRTLE BEACH.
 DD1681'8.1 KM (5.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1681'OF MAIN STREET IN NORTH MYRTLE BEACH, SET NEAR AN 18 INCH PINE TREE
 DD1681'AND BETWEEN TWO 36 INCH HIGH BRICK PILLARS IN THE SOUTHEAST ANGLE OF
 DD1681'BRIARCLIFF ACRES (MIDDLE GATE ROAD), 1.05 METERS (3.44 FT) WEST
 DD1681'SOUTHWEST OF THE PINE TREE, 10.92 METERS (35.83 FT) SOUTH SOUTHEAST
 DD1681'OF A CONCRETE CURB, 21.3 METERS (69.88 FT) EAST NORTHEAST OF THE
 DD1681'CENTER OF MIDDLE GATE ROAD (EXIT LANE), 11.78 METERS (38.65 FT) EAST
 DD1681'SOUTHEAST OF POWER POLE NUMBER 15678 WITH AN UNDERGROUND TRAFFIC
 DD1681'SIGNAL BOX.
 DD1681'THE MARK IS 0.84 METERS  SSE FROM A WITNESS POST.
 DD1681'THE MARK IS 0.20 M ABOVE HIGHWAY.
 DD1681
 DD1681                          STATION RECOVERY (1987)
 DD1681
 DD1681'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1681'RECOVERED IN GOOD CONDITION.
 DD1681
 DD1681                          STATION RECOVERY (1990)
 DD1681
 DD1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1681'RECOVERED IN GOOD CONDITION.
 DD1681
 DD1681                          STATION RECOVERY (1997)
 DD1681
 DD1681'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1681'STATION IS LOCATED 10.1 MILES (16.3 KM) NORTHEAST OF MYRTLE BEACH,
 DD1681'17.1 MILES (27.5 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD1681'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1681'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1681'HIGHWAY 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (KINGS HIGHWAY) ,
 DD1681'7.15 MILES (11.51 KM) NORTH NORTHEAST OF MYRTLE BEACH, GO NORTH
 DD1681'NORTHEAST ON HIGHWAY 17 FOR 2.4 MILES (3.9 KM) TO THE JUNCTION OF
 DD1681'STATE ROAD 559 (KINGS ROAD) , CONTINUE ON HIGHWAY 17 FOR 1.05 MILES
 DD1681'(1.69 KM) TO THE STATION ON THE RIGHT BETWEEN THE 3RD AND 4TH SHORT
 DD1681'BRICK PILLARS IN THE SOUTHEAST ANGLE OF A CROSSROAD (MIDDLE GATE ROAD)
 DD1681'LEADING RIGHT INTO BRIARCLIFFE ACRES.  STATION IS A CONCRETE POST
 DD1681'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 35.6
 DD1681'FEET (10.9 M) SOUTH SOUTHEAST OF THE NORTH EDGE OF THE CURB OF THE
 DD1681'HIGHWAY, 6.8 FEET (2.1 M) EAST OF THE SOUTHEAST CORNER OF THE 3RD
 DD1681'PILLAR, 6.8 FEET (2.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE 4TH
 DD1681'PILLAR, 84.8 FEET (25.8 M) EAST NORTHEAST OF THE CENTER OF MIDDLE GATE
 DD1681'ROAD, 36.6 FEET (11.2 M) EAST SOUTHEAST OF A POWER POLE NUMBER 15678
 DD1681'WITH GUY WIRE AND A TRAFFIC LIGHT CONTROL BOX, 3.1 FEET (0.9 M) SOUTH
 DD1681'SOUTHEAST OF A WITNESS POST.  RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1679 ***********************************************************************
 DD1679  DESIGNATION -  26 017
 DD1679  PID         -  DD1679
 DD1679  STATE/COUNTY-  SC/HORRY
 DD1679  USGS QUAD   -  HAND (1984)
 DD1679
 DD1679                         *CURRENT SURVEY CONTROL
 DD1679  ___________________________________________________________________
 DD1679* NAD 83(2001)-  33 47 15.65448(N)    078 46 22.62918(W)     ADJUSTED  
 DD1679* NAVD 88     -         7.276  (meters)      23.87   (feet)  ADJUSTED  
 DD1679  ___________________________________________________________________
 DD1679  X           -   1,033,136.180 (meters)                     COMP
 DD1679  Y           -  -5,204,822.393 (meters)                     COMP
 DD1679  Z           -   3,526,882.703 (meters)                     COMP
 DD1679  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 DD1679  ELLIP HEIGHT-         -27.53  (meters)          (03/13/03) GPS OBS
 DD1679  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 DD1679  DYNAMIC HT  -           7.269 (meters)      23.85  (feet)  COMP
 DD1679  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 DD1679
 DD1679  HORZ ORDER  -  FIRST
 DD1679  VERT ORDER  -  FIRST     CLASS II
 DD1679  ELLP ORDER  -  FOURTH    CLASS II
 DD1679
 DD1679.The horizontal coordinates were established by GPS observations
 DD1679.and adjusted by the National Geodetic Survey in March 2003..
 DD1679
 DD1679.The orthometric height was determined by differential leveling
 DD1679.and adjusted by the National Geodetic Survey in June 1991..
 DD1679
 DD1679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1679
 DD1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1679
 DD1679.The ellipsoidal height was determined by GPS observations
 DD1679.and is referenced to NAD 83.
 DD1679
 DD1679.The geoid height was determined by GEOID03.
 DD1679
 DD1679.The dynamic height is computed by dividing the NAVD 88
 DD1679.geopotential number by the normal gravity value computed on the
 DD1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1679.degrees latitude (g = 980.6199 gals.).
 DD1679
 DD1679.The modeled gravity was interpolated from observed gravity values.
 DD1679
 DD1679;                    North         East     Units Scale Factor Converg.
 DD1679;SPC SC       -   218,951.026   815,797.693   MT  0.99979578   +1 14 04.8
 DD1679;SPC SC       -   718,343.26  2,676,501.62   iFT  0.99979578   +1 14 04.8
 DD1679;UTM  17      - 3,740,844.162   706,193.237   MT  1.00012415   +1 14 20.2
 DD1679
 DD1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1679!SPC SC       -   1.00000432  x   0.99979578  =   0.99980010
 DD1679!UTM  17      -   1.00000432  x   1.00012415  =   1.00012847
 DD1679
 DD1679                          SUPERSEDED SURVEY CONTROL
 DD1679
 DD1679  NAD 83(1995)-  33 47 15.65468(N)    078 46 22.62878(W) AD(       ) 1
 DD1679  ELLIP H (12/20/99)  -27.55   (m)                       GP(       ) 4 1
 DD1679  NAD 83(1986)-  33 47 15.66309(N)    078 46 22.63516(W) AD(       ) 1
 DD1679  NAVD 88 (04/10/98)    7.28   (m)           23.9    (f) LEVELING    3  
 DD1679  NGVD 29 (05/09/91)    7.589  (m)           24.90   (f) ADJUSTED    1 2
 DD1679
 DD1679.Superseded values are not recommended for survey control.
 DD1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1679.See file dsdata.txt to determine how the superseded data were derived.
 DD1679
 DD1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0619340844(NAD 83)
 DD1679_MARKER: DD = SURVEY DISK
 DD1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1679_SP_SET: CONCRETE POST
 DD1679_STAMPING: VERT 26-017
 DD1679_MARK LOGO: SCGS  
 DD1679_PROJECTION: RECESSED 7 CENTIMETERS
 DD1679_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1679+STABILITY: SURFACE MOTION
 DD1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1679+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 DD1679
 DD1679  HISTORY     - Date     Condition        Report By
 DD1679  HISTORY     - 1979     MONUMENTED       MGA
 DD1679  HISTORY     - 1986     GOOD             SCGS
 DD1679  HISTORY     - 19900423 GOOD             NGS
 DD1679  HISTORY     - 19970716 GOOD             SCGS
 DD1679
 DD1679                          STATION DESCRIPTION
 DD1679
 DD1679'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1679'9.6 KM (6.0 MI) SW FROM NORTH MYRTLE BEACH.
 DD1679'THE MARK IS 0.40 M BELOW HIGHWAY.
 DD1679'9.9 KM (6.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1679'OF MAIN STREET IN NORTH MYRTLE BEACH, SET AT THE TIMBERLINE NEAR
 DD1679'POWER POLE NUMBER 16320, 1.5 METERS (4.92 FT) WEST SOUTHWEST OF A
 DD1679'BLAZED 16 INCH PINE TREE AT THE TIMBERLINE, 5.17 METERS (16.96 FT)
 DD1679'SOUTH SOUTHEAST OF THE POWER POLE, 7.98 METERS (26.18 FT) SOUTH
 DD1679'SOUTHEAST OF A CURB, 5.8 METERS (19.03 FT) NORTH NORTHWEST OF A 16
 DD1679'INCH PINE TREE, 108.42 METERS (355.7 FT) WEST SOUTHWEST OF THE CENTER
 DD1679'OF STATE ROAD 559 LEADING TO LAKE ARROWHEAD CAMPSITES.
 DD1679'THE MARK IS 0.25 METERS  SSE FROM A WITNESS POST.
 DD1679
 DD1679                          STATION RECOVERY (1990)
 DD1679
 DD1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1679'9.8 KM (6.09 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1679'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, 32.3 M (105.97 FT)
 DD1679'NORTHEAST OF AND LEVEL WITH THE WEST DRIVEWAY LEADING TO THE
 DD1679'WILLIAMSBURG SHOPS, 9.2 M (30.18 FT) SOUTHWEST OF THE CENTER OF A
 DD1679'MANHOLE COVER, 8.1 M (26.57 FT) SOUTH-SOUTHEAST OF THE SOUTH CURB OF
 DD1679'THE HIGHWAY, 5.3 M (17.39 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER
 DD1679'16320, 4.9 M (16.08 FT) NORTH-NORTHWEST OF A SIGN -- WILLIAMSBURG
 DD1679'SHOPS, 0.4 M (1.31 FT) SOUTH-SOUTHEAST OF A WITNESS POST, AND IN A
 DD1679'CONCRETE MONUMENT THAT IS 0.2 M (0.66 FT) BELOW THE GROUND SURFACE.
 DD1679
 DD1679                          STATION RECOVERY (1997)
 DD1679
 DD1679'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1679'STATION IS LOCATED 9.2 MILES (14.8 KM) NORTHEAST OF MYRTLE BEACH, 16.2
 DD1679'MILES (26.1 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR
 DD1679'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1679'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1679'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (KINGS HIGHWAY) ,
 DD1679'7.15 MILES (11.51 KM) NORTH NORTHEAST OF MYRTLE BEACH, GO NORTH
 DD1679'NORTHEAST ON HIGHWAY 17 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF
 DD1679'STATE ROAD 831 (CHESTNUT ROAD) , CONTINUE ON HIGHWAY 17 FOR 1.05 MILES
 DD1679'(1.69 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 DD1679'SOUTHEAST ANGLE OF A DRIVEWAY LEADING TO MOM AND POPS PRODUCE, 0.05
 DD1679'MILE (0.08 KM) WEST SOUTHWEST OF THE JUNCTION OF STATE ROAD 559 (KINGS
 DD1679'ROAD) .  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.5
 DD1679'FEET (0.5 M) BELOW THE HIGHWAY, 106.1 FEET (32.3 M) EAST NORTHEAST OF
 DD1679'THE CENTER OF THE DRIVEWAY, 26.2 FEET (8.0 M) SOUTH SOUTHEAST OF THE
 DD1679'NORTHWEST EDGE OF THE CURB OF THE HIGHWAY, 16.8 FEET (5.1 M) SOUTH OF
 DD1679'THE POWER POLE NUMBER 16320 WITH A TRANSFORMER, 16.0 FEET (4.9 M)
 DD1679'NORTH NORTHWEST OF THE NORTH LEG OF A SIGN FOR DOLLHOUSES AND
 DD1679'MINIATURES, 13.5 FEET (4.1 M) WEST SOUTHWEST OF A YELLOW GAS LINE
 DD1679'MARKER POST, 29.7 FEET (9.1 M) NORTH NORTHEAST OF A MANHOLE COVER, 1.0
 DD1679'FOOT (0.3 M) SOUTH OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE
 DD1679'WITH SURVEY STATION BRIARCLIFFE. RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1677 ***********************************************************************
 DD1677  DESIGNATION -  26 019
 DD1677  PID         -  DD1677
 DD1677  STATE/COUNTY-  SC/HORRY
 DD1677  USGS QUAD   -  HAND (1984)
 DD1677
 DD1677                         *CURRENT SURVEY CONTROL
 DD1677  ___________________________________________________________________
 DD1677* NAD 83(1986)-  33 45 52.     (N)    078 47 08.     (W)     SCALED    
 DD1677* NAVD 88     -         7.883  (meters)      25.86   (feet)  ADJUSTED  
 DD1677  ___________________________________________________________________
 DD1677  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 DD1677  DYNAMIC HT  -           7.875 (meters)      25.84  (feet)  COMP
 DD1677  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 DD1677
 DD1677  VERT ORDER  -  FIRST     CLASS II
 DD1677
 DD1677.The horizontal coordinates were scaled from a topographic map and have
 DD1677.an estimated accuracy of +/- 6 seconds.
 DD1677
 DD1677.The orthometric height was determined by differential leveling
 DD1677.and adjusted by the National Geodetic Survey in June 1991..
 DD1677
 DD1677.The geoid height was determined by GEOID03.
 DD1677
 DD1677.The dynamic height is computed by dividing the NAVD 88
 DD1677.geopotential number by the normal gravity value computed on the
 DD1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1677.degrees latitude (g = 980.6199 gals.).
 DD1677
 DD1677.The modeled gravity was interpolated from observed gravity values.
 DD1677
 DD1677;                    North         East    Units  Estimated Accuracy
 DD1677;SPC SC       -   216,350.      814,690.      MT  (+/- 180 meters Scaled)
 DD1677
 DD1677                          SUPERSEDED SURVEY CONTROL
 DD1677
 DD1677  NGVD 29 (03/21/89)    8.193  (m)           26.88   (f) ADJUSTED    1 2
 DD1677
 DD1677.Superseded values are not recommended for survey control.
 DD1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1677.See file dsdata.txt to determine how the superseded data were derived.
 DD1677
 DD1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT050382(NAD 83)
 DD1677_MARKER: DD = SURVEY DISK
 DD1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1677_SP_SET: CONCRETE POST
 DD1677_STAMPING: VERT 26 - 019
 DD1677_MARK LOGO: SCGS  
 DD1677_PROJECTION: FLUSH
 DD1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1677+STABILITY: SURFACE MOTION
 DD1677
 DD1677  HISTORY     - Date     Condition        Report By
 DD1677  HISTORY     - 1979     MONUMENTED       MGA
 DD1677  HISTORY     - 1986     GOOD             SCGS
 DD1677  HISTORY     - 19970610 MARK NOT FOUND   SCGS
 DD1677
 DD1677                          STATION DESCRIPTION
 DD1677
 DD1677'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1677'12.2 KM (7.6 MI) SW FROM NORTH MYRTLE BEACH.
 DD1677'12.0 KM (7.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1677'OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 1.8 KM (1.1 MI)
 DD1677'SOUTHEASTERLY ALONG LAKE ARROWHEAD ROAD, SET NEAR A POWER POLE WITH A
 DD1677'GUY WIRE NEAR THE WEST FENCE OF THE APACHE CAMPGROUND, 1.05 METERS
 DD1677'(3.44 FT) EAST OF THE POWER POLE 15100/0D6, 1.09 METERS (3.58 FT)
 DD1677'WEST SOUTHWEST OF THE FENCE LINE, 7.9 METERS (25.92 FT) EAST
 DD1677'NORTHEAST OF THE CENTER OF THE ROAD, 23.8 METERS (78.08 FT) SOUTH
 DD1677'SOUTHEAST OF THE EXTENDED CENTER OF THE REAR ENTRANCE OF THE OCEAN
 DD1677'BRIDGE CONDOMINIUMS.
 DD1677'THE MARK IS 0.96 METERS  WSW FROM A WITNESS POST.
 DD1677'THE MARK IS 0.20 M BELOW ROAD.
 DD1677
 DD1677                          STATION RECOVERY (1997)
 DD1677
 DD1677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1677'NOT RECOVERED, PRESUMED DESTROYED, MEASUREMENTS LEAD TO A NEW POWER
 DD1677'POLE.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1671 ***********************************************************************
 DD1671  DESIGNATION -  26 020
 DD1671  PID         -  DD1671
 DD1671  STATE/COUNTY-  SC/HORRY
 DD1671  USGS QUAD   -  OCEAN FOREST (1984)
 DD1671
 DD1671                         *CURRENT SURVEY CONTROL
 DD1671  ___________________________________________________________________
 DD1671* NAD 83(1986)-  33 44 52.     (N)    078 49 05.     (W)     SCALED    
 DD1671* NAVD 88     -         7.650  (meters)      25.10   (feet)  ADJUSTED  
 DD1671  ___________________________________________________________________
 DD1671  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1671  DYNAMIC HT  -           7.642 (meters)      25.07  (feet)  COMP
 DD1671  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 DD1671
 DD1671  VERT ORDER  -  FIRST     CLASS II
 DD1671
 DD1671.The horizontal coordinates were scaled from a topographic map and have
 DD1671.an estimated accuracy of +/- 6 seconds.
 DD1671
 DD1671.The orthometric height was determined by differential leveling
 DD1671.and adjusted by the National Geodetic Survey in June 1991..
 DD1671
 DD1671.The geoid height was determined by GEOID03.
 DD1671
 DD1671.The dynamic height is computed by dividing the NAVD 88
 DD1671.geopotential number by the normal gravity value computed on the
 DD1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1671.degrees latitude (g = 980.6199 gals.).
 DD1671
 DD1671.The modeled gravity was interpolated from observed gravity values.
 DD1671
 DD1671;                    North         East    Units  Estimated Accuracy
 DD1671;SPC SC       -   214,440.      811,720.      MT  (+/- 180 meters Scaled)
 DD1671
 DD1671                          SUPERSEDED SURVEY CONTROL
 DD1671
 DD1671  NGVD 29 (03/21/89)    7.958  (m)           26.11   (f) ADJUSTED    1 2
 DD1671
 DD1671.Superseded values are not recommended for survey control.
 DD1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1671.See file dsdata.txt to determine how the superseded data were derived.
 DD1671
 DD1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT021363(NAD 83)
 DD1671_MARKER: DD = SURVEY DISK
 DD1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1671_SP_SET: CONCRETE POST
 DD1671_STAMPING: VERT 26 - 020
 DD1671_MARK LOGO: SCGS  
 DD1671_PROJECTION: FLUSH
 DD1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1671+STABILITY: SURFACE MOTION
 DD1671
 DD1671  HISTORY     - Date     Condition        Report By
 DD1671  HISTORY     - 1979     MONUMENTED       MGA
 DD1671  HISTORY     - 1986     GOOD             SCGS
 DD1671  HISTORY     - 1987     GOOD             USPSQD
 DD1671  HISTORY     - 19900430 MARK NOT FOUND   NGS
 DD1671
 DD1671                          STATION DESCRIPTION
 DD1671
 DD1671'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1671'8.5 KM (5.3 MI) NE FROM MYRTLE BEACH.
 DD1671'8.6 KM (5.35 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1671'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1671'MYRTLE BEACH, SET NEAR A POWER POLE WITH TWO GUY WIRES AT THE
 DD1671'JUNCTION OF 77TH AVENUE NORTH, 1.06 METERS (3.48 FT) SOUTH SOUTHEAST
 DD1671'OF THE POWER POLE NC, 20.42 METERS (66.99 FT) NORTH NORTHWEST OF THE
 DD1671'CENTER OF A CONCRETE CURB OF THE HIGHWAY, 14.65 METERS (48.06 FT)
 DD1671'NORTHWEST OF THE NORTH LEG OF A 20 FOOT HIGH BILLBOARD WITH FOUR
 DD1671'LEGS, 9.85 METERS (32.32 FT) NORTHEAST OF THE EXTENDED CENTER OF 77TH
 DD1671'AVENUE.
 DD1671'THE MARK IS 0.71 METERS  NE FROM A WITNESS POST.
 DD1671'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1671
 DD1671                          STATION RECOVERY (1987)
 DD1671
 DD1671'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1671'RECOVERED IN GOOD CONDITION.
 DD1671
 DD1671                          STATION RECOVERY (1990)
 DD1671
 DD1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1671'THE DESCRIBED LOCATION IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1670 ***********************************************************************
 DD1670  DESIGNATION -  26 021
 DD1670  PID         -  DD1670
 DD1670  STATE/COUNTY-  SC/HORRY
 DD1670  USGS QUAD   -  OCEAN FOREST (1984)
 DD1670
 DD1670                         *CURRENT SURVEY CONTROL
 DD1670  ___________________________________________________________________
 DD1670* NAD 83(1986)-  33 44 21.     (N)    078 49 37.     (W)     SCALED    
 DD1670* NAVD 88     -         5.968  (meters)      19.58   (feet)  ADJUSTED  
 DD1670  ___________________________________________________________________
 DD1670  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1670  DYNAMIC HT  -           5.962 (meters)      19.56  (feet)  COMP
 DD1670  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 DD1670
 DD1670  VERT ORDER  -  FIRST     CLASS II
 DD1670
 DD1670.The horizontal coordinates were scaled from a topographic map and have
 DD1670.an estimated accuracy of +/- 6 seconds.
 DD1670
 DD1670.The orthometric height was determined by differential leveling
 DD1670.and adjusted by the National Geodetic Survey in June 1991..
 DD1670
 DD1670.The geoid height was determined by GEOID03.
 DD1670
 DD1670.The dynamic height is computed by dividing the NAVD 88
 DD1670.geopotential number by the normal gravity value computed on the
 DD1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1670.degrees latitude (g = 980.6199 gals.).
 DD1670
 DD1670.The modeled gravity was interpolated from observed gravity values.
 DD1670
 DD1670;                    North         East    Units  Estimated Accuracy
 DD1670;SPC SC       -   213,470.      810,910.      MT  (+/- 180 meters Scaled)
 DD1670
 DD1670                          SUPERSEDED SURVEY CONTROL
 DD1670
 DD1670  NGVD 29 (05/09/91)    6.277  (m)           20.59   (f) ADJUSTED    1 2
 DD1670
 DD1670.Superseded values are not recommended for survey control.
 DD1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1670.See file dsdata.txt to determine how the superseded data were derived.
 DD1670
 DD1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT013353(NAD 83)
 DD1670_MARKER: DD = SURVEY DISK
 DD1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1670_SP_SET: CONCRETE POST
 DD1670_STAMPING: VERT 26-021
 DD1670_MARK LOGO: SCGS  
 DD1670_PROJECTION: FLUSH
 DD1670_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1670+STABILITY: SURFACE MOTION
 DD1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1670+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 DD1670
 DD1670  HISTORY     - Date     Condition        Report By
 DD1670  HISTORY     - 1979     MONUMENTED       MGA
 DD1670  HISTORY     - 1986     GOOD             SCGS
 DD1670  HISTORY     - 1987     GOOD             USPSQD
 DD1670  HISTORY     - 19900424 GOOD             NGS
 DD1670  HISTORY     - 19970715 GOOD             SCGS
 DD1670
 DD1670                          STATION DESCRIPTION
 DD1670
 DD1670'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1670'7.2 KM (4.5 MI) NE FROM MYRTLE BEACH.
 DD1670'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1670'7.4 KM (4.6 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1670'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1670'MYRTLE BEACH, SET NEAR A POWER POLE WITH A STREET LIGHT AND SEVEN GUY
 DD1670'WIRES IN THE SOUTHWEST ANGLE OF 67TH AVENUE NORTH, 4.6 METERS (15.09
 DD1670'FT) SOUTH SOUTHEAST OF THE POWER POLE NUMBER 30 1/2/14960, 4.8 METERS
 DD1670'(15.75 FT) WEST NORTHWEST OF A 13 INCH HICKORY TREE, 12.75 METERS
 DD1670'(41.83 FT) SOUTHWEST OF THE CENTER OF THE AVENUE, 4.55 METERS (14.93
 DD1670'FT) SOUTHEAST OF A CURB, 1.01 METERS (3.31 FT) SOUTH SOUTHWEST OF AN
 DD1670'8 INCH POLE SUPPORTING A SIGN (BEACH HOUSE), 4.9 METERS (16.08 FT)
 DD1670'SOUTHWEST OF THE CENTER OF A MANHOLE COVER.
 DD1670'THE MARK IS 0.23 METERS  NE FROM A WITNESS POST.
 DD1670
 DD1670                          STATION RECOVERY (1987)
 DD1670
 DD1670'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1670'RECOVERED IN GOOD CONDITION.
 DD1670
 DD1670                          STATION RECOVERY (1990)
 DD1670
 DD1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1670'7.4 KM (4.60 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1670'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1670'MYRTLE BEACH, 18.9 M (62.01 FT) SOUTHEAST OF THE CENTER OF THE MEDIAN
 DD1670'OF THE HIGHWAY, 12.8 M (41.99 FT) SOUTHWEST OF AND LEVEL WITH THE
 DD1670'CENTER OF 67TH AVENUE, 4.0 M (13.12 FT) SOUTH-SOUTHEAST OF UTILITY
 DD1670'POLE NUMBER 14960, 3.0 M (9.84 FT) WEST OF UNDERGROUND CABLE JUNCTION
 DD1670'BOX NUMBER 6604, 0.3 M (0.98 FT) NORTHEAST OF A WITNESS POST, AND IN
 DD1670'A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 DD1670
 DD1670                          STATION RECOVERY (1997)
 DD1670
 DD1670'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1670'STATION IS LOCATED 4.55 MILES (7.32 KM) NORTHEAST OF MYRTLE BEACH,
 DD1670'14.3 MILES (23.0 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--CONRAD
 DD1670'SIMONEAU, 6606 NORTH KINGS HIGHWAY, MYRTLE BEACH, SC 29572, PHONE
 DD1670'803-497-6647.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1670'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (KINGS HIGHWAY) ,
 DD1670'7.15 MILES (11.51 KM) NORTHEAST OF MYRTLE BEACH, GO SOUTHWEST ON
 DD1670'HIGHWAY 17 BUSINESS FOR 2.4 MILES (3.9 KM) TO THE STATION ON THE LEFT
 DD1670'NEAR A POWER POLE IN THE SOUTH ANGLE OF THE JUNCTION OF STATE ROAD 537
 DD1670'(67TH AVENUE NORTH) .  STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 DD1670'(6.1 CM) AND LEVEL WITH THE HIGHWAY, 14.9 FEET (4.5 M) SOUTHEAST OF
 DD1670'THE NORTHWEST EDGE OF THE CURB OF THE HIGHWAY, 41.9 FEET (12.8 M)
 DD1670'SOUTHWEST OF THE CENTER OF THE AVENUE, 10.6 FEET (3.2 M) SOUTH
 DD1670'SOUTHWEST OF THE POWER POLE NUMBER 14960 WITH TWO GUY WIRES, 16.2 FEET
 DD1670'(4.9 M) SOUTHWEST OF A MANHOLE COVER, 45.1 FEET (13.7 M) NORTH
 DD1670'NORTHWEST OF THE NORTH CORNER OF A BRICK HOUSE NUMBER 6606 (GARAGE) ,
 DD1670'12.0 FEET (3.7 M) WEST OF A WITNESS POST. RECOVERED BY C.E.
 DD1670'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1665 ***********************************************************************
 DD1665  DESIGNATION -  26 022
 DD1665  PID         -  DD1665
 DD1665  STATE/COUNTY-  SC/HORRY
 DD1665  USGS QUAD   -  OCEAN FOREST (1984)
 DD1665
 DD1665                         *CURRENT SURVEY CONTROL
 DD1665  ___________________________________________________________________
 DD1665* NAD 83(1986)-  33 43 02.     (N)    078 51 13.     (W)     SCALED    
 DD1665* NAVD 88     -         8.350  (meters)      27.39   (feet)  ADJUSTED  
 DD1665  ___________________________________________________________________
 DD1665  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1665  DYNAMIC HT  -           8.341 (meters)      27.37  (feet)  COMP
 DD1665  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 DD1665
 DD1665  VERT ORDER  -  FIRST     CLASS II
 DD1665
 DD1665.The horizontal coordinates were scaled from a topographic map and have
 DD1665.an estimated accuracy of +/- 6 seconds.
 DD1665
 DD1665.The orthometric height was determined by differential leveling
 DD1665.and adjusted by the National Geodetic Survey in June 1991..
 DD1665
 DD1665.The geoid height was determined by GEOID03.
 DD1665
 DD1665.The dynamic height is computed by dividing the NAVD 88
 DD1665.geopotential number by the normal gravity value computed on the
 DD1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1665.degrees latitude (g = 980.6199 gals.).
 DD1665
 DD1665.The modeled gravity was interpolated from observed gravity values.
 DD1665
 DD1665;                    North         East    Units  Estimated Accuracy
 DD1665;SPC SC       -   210,980.      808,490.      MT  (+/- 180 meters Scaled)
 DD1665
 DD1665                          SUPERSEDED SURVEY CONTROL
 DD1665
 DD1665  NGVD 29 (05/09/91)    8.659  (m)           28.41   (f) ADJUSTED    1 2
 DD1665
 DD1665.Superseded values are not recommended for survey control.
 DD1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1665.See file dsdata.txt to determine how the superseded data were derived.
 DD1665
 DD1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT988328(NAD 83)
 DD1665_MARKER: DD = SURVEY DISK
 DD1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1665_SP_SET: CONCRETE POST
 DD1665_STAMPING: VERT 26-022
 DD1665_MARK LOGO: SCGS  
 DD1665_PROJECTION: FLUSH
 DD1665_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1665+STABILITY: SURFACE MOTION
 DD1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1665+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 DD1665
 DD1665  HISTORY     - Date     Condition        Report By
 DD1665  HISTORY     - 1979     MONUMENTED       MGA
 DD1665  HISTORY     - 1986     GOOD             SCGS
 DD1665  HISTORY     - 1987     GOOD             USPSQD
 DD1665  HISTORY     - 19900424 GOOD             NGS
 DD1665  HISTORY     - 19970618 GOOD             SCGS
 DD1665
 DD1665                          STATION DESCRIPTION
 DD1665
 DD1665'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1665'3.8 KM (2.35 MI) NE FROM MYRTLE BEACH.
 DD1665'3.9 KM (2.4 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1665'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1665'MYRTLE BEACH, SET NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF 41ST
 DD1665'AVENUE NORTH, 0.93 METER (3.05 FT) SOUTH SOUTHEAST OF THE POWER POLE,
 DD1665'9.4 METERS (30.84 FT) SOUTHWEST OF THE CENTER OF THE AVENUE, 3.05
 DD1665'METERS (10.01 FT) EAST OF THE CENTER OF A MANHOLE COVER, 3.8 METERS
 DD1665'(12.47 FT) NORTH NORTHWEST OF A 9 INCH HICKORY TREE.
 DD1665'THE MARK IS 1.10 METERS  SSE FROM A WITNESS POST.
 DD1665'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1665
 DD1665                          STATION RECOVERY (1987)
 DD1665
 DD1665'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1665'RECOVERED IN GOOD CONDITION.
 DD1665
 DD1665                          STATION RECOVERY (1990)
 DD1665
 DD1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1665'RECOVERED IN GOOD CONDITION.
 DD1665
 DD1665                          STATION RECOVERY (1997)
 DD1665
 DD1665'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1665'STATION IS LOCATED 2.7 MILES (4.3 KM) NORTHEAST OF MYRTLE BEACH, 13.85
 DD1665'MILES (22.29 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR
 DD1665'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1665'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD1665'17 BUSINESS (KINGS HIGHWAY) AND 501 (MAIN STREET) IN MYRTLE BEACH, GO
 DD1665'EAST NORTHEAST ON HIGHWAY 17 BUSINESS FOR 2.2 MILES (3.5 KM) TO THE
 DD1665'JUNCTION OF STATE ROAD 263 (38TH AVENUE NORTH) , CONTINUE ON HIGHWAY
 DD1665'17 BUSINESS FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A
 DD1665'POWER POLE IN THE SOUTH ANGLE OF 41ST AVENUE NORTH.  STATION IS A
 DD1665'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 28.5
 DD1665'FEET (8.7 M) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD1665'HIGHWAY, 30.7 FEET (9.4 M) SOUTHWEST OF THE CENTER OF 41ST AVENUE,
 DD1665'10.1 FEET (3.1 M) EAST OF A MANHOLE COVER IN THE SIDEWALK, 2.8 FEET
 DD1665'(0.9 M) SOUTHEAST OF THE POWER POLE 40AKS/15830, 52.4 FEET (16.0 M)
 DD1665'WEST SOUTHWEST OF A FIRE HYDRANT, 3.9 FEET (1.2 M) SOUTHEAST OF A
 DD1665'WITNESS POST.  RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1661 ***********************************************************************
 DD1661  DESIGNATION -  26 023
 DD1661  PID         -  DD1661
 DD1661  STATE/COUNTY-  SC/HORRY
 DD1661  USGS QUAD   -  OCEAN FOREST (1984)
 DD1661
 DD1661                         *CURRENT SURVEY CONTROL
 DD1661  ___________________________________________________________________
 DD1661* NAD 83(1986)-  33 42 24.     (N)    078 52 00.     (W)     SCALED    
 DD1661* NAVD 88     -         7.149  (meters)      23.45   (feet)  ADJUSTED  
 DD1661  ___________________________________________________________________
 DD1661  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1661  DYNAMIC HT  -           7.142 (meters)      23.43  (feet)  COMP
 DD1661  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 DD1661
 DD1661  VERT ORDER  -  FIRST     CLASS II
 DD1661
 DD1661.The horizontal coordinates were scaled from a topographic map and have
 DD1661.an estimated accuracy of +/- 6 seconds.
 DD1661
 DD1661.The orthometric height was determined by differential leveling
 DD1661.and adjusted by the National Geodetic Survey in June 1991..
 DD1661
 DD1661.The geoid height was determined by GEOID03.
 DD1661
 DD1661.The dynamic height is computed by dividing the NAVD 88
 DD1661.geopotential number by the normal gravity value computed on the
 DD1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1661.degrees latitude (g = 980.6199 gals.).
 DD1661
 DD1661.The modeled gravity was interpolated from observed gravity values.
 DD1661
 DD1661;                    North         East    Units  Estimated Accuracy
 DD1661;SPC SC       -   209,790.      807,310.      MT  (+/- 180 meters Scaled)
 DD1661
 DD1661                          SUPERSEDED SURVEY CONTROL
 DD1661
 DD1661  NGVD 29 (05/09/91)    7.457  (m)           24.47   (f) ADJUSTED    1 2
 DD1661
 DD1661.Superseded values are not recommended for survey control.
 DD1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1661.See file dsdata.txt to determine how the superseded data were derived.
 DD1661
 DD1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT977316(NAD 83)
 DD1661_MARKER: DD = SURVEY DISK
 DD1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1661_SP_SET: CONCRETE POST
 DD1661_STAMPING: VERT 26-023
 DD1661_MARK LOGO: SCGS  
 DD1661_PROJECTION: FLUSH
 DD1661_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1661+STABILITY: SURFACE MOTION
 DD1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1661+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD1661
 DD1661  HISTORY     - Date     Condition        Report By
 DD1661  HISTORY     - 1979     MONUMENTED       MGA
 DD1661  HISTORY     - 1986     GOOD             SCGS
 DD1661  HISTORY     - 1987     GOOD             USPSQD
 DD1661  HISTORY     - 19900424 GOOD             NGS
 DD1661  HISTORY     - 19970618 GOOD             SCGS
 DD1661  HISTORY     - 19991031 GOOD             USPSQD
 DD1661  HISTORY     - 20040410 GOOD             USPSQD
 DD1661  HISTORY     - 20050416 GOOD             USPSQD
 DD1661  HISTORY     - 20060415 GOOD             USPSQD
 DD1661
 DD1661                          STATION DESCRIPTION
 DD1661
 DD1661'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1661'2.1 KM (1.3 MI) NE FROM MYRTLE BEACH.
 DD1661'2.15 KM (1.35 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1661'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1661'MYRTLE BEACH, SET NEAR A POWER POLE IN A GRASSY MEDIAN BETWEEN THE
 DD1661'PARKING LOT OF THE MYRTLE SQUARE MALL AND THE HIGHWAY, 0.67 METER
 DD1661'(2.2 FT) NORTHWEST OF THE POWER POLE NUMBER 52634, 3.93 METERS (12.89
 DD1661'FT) SOUTHEAST OF THE CURB OF THE PARKING LOT, 1.51 METERS (4.95 FT)
 DD1661'NORTHWEST OF THE CENTER OF A CEMENT SIDEWALK, 41.0 METERS (134.51 FT)
 DD1661'EAST NORTHEAST OF THE EXTENDED CENTER OF 26TH AVENUE NORTH, 49.75
 DD1661'METERS (163.22 FT) WEST SOUTHWEST OF THE CENTER OF AN ENTRANCE TO THE
 DD1661'PARKING LOT.
 DD1661'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1661
 DD1661                          STATION RECOVERY (1987)
 DD1661
 DD1661'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1661'RECOVERED IN GOOD CONDITION.
 DD1661
 DD1661                          STATION RECOVERY (1990)
 DD1661
 DD1661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1661'RECOVERED IN GOOD CONDITION.
 DD1661
 DD1661                          STATION RECOVERY (1997)
 DD1661
 DD1661'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1661'STATION IS LOCATED 1.7 MILES (2.7 KM) NORTHEAST OF MYRTLE BEACH, 13.75
 DD1661'MILES (22.13 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1661'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1661'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD1661'17 BUSINESS (KINGS HIGHWAY) AND 501 (MAIN STREET) IN MYRTLE BEACH, GO
 DD1661'EAST NORTHEAST ON HIGHWAY 17 BUSINESS FOR 0.9 MILE (1.4 KM) TO THE
 DD1661'JUNCTION OF STATE ROAD 241 (21ST AVENUE NORTH) , CONTINUE ON HIGHWAY
 DD1661'17 BUSINESS FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR A
 DD1661'POWER POLE, 0.1 MILE (0.2 KM) SOUTHWEST OF THE JUNCTION OF STATE ROAD
 DD1661'294 (27TH AVENUE NORTH) .  STATION IS A CONCRETE POST RECESSED 0.1
 DD1661'FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 7.6 FEET (2.3
 DD1661'M) NORTHWEST OF THE SOUTHEAST EDGE OF THE CURB OF HIGHWAY, 2.2 FEET
 DD1661'(0.7 M) NORTHWEST OF THE POWER POLE NUMBER 52634 WITH A STREET LIGHT,
 DD1661'131.7 FEET (40.1 M) NORTHEAST OF THE EXTENDED CENTER OF 26TH AVENUE
 DD1661'NORTH, 22.1 FEET (6.7 M) SOUTHWEST OF THE FIRST BEACON POLE IN A ROW
 DD1661'OF 10, 18.8 FEET (5.7 M) EAST NORTHEAST OF THE SECOND BEACON POLE IN A
 DD1661'ROW OF 10, 64.6 FEET (19.7 M) NORTHEAST OF MAN HOLE COVER.  RECOVERED
 DD1661'BY C.E.  GEOGHEGAN.
 DD1661
 DD1661                          STATION RECOVERY (1999)
 DD1661
 DD1661'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1661'RECOVERED IN GOOD CONDITION.
 DD1661
 DD1661                          STATION RECOVERY (2004)
 DD1661
 DD1661'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1661'RECOVERED IN GOOD CONDITION.
 DD1661
 DD1661                          STATION RECOVERY (2005)
 DD1661
 DD1661'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1661'RECOVERED IN GOOD CONDITION.
 DD1661
 DD1661                          STATION RECOVERY (2006)
 DD1661
 DD1661'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1548 ***********************************************************************
 DD1548  DESIGNATION -  26 024
 DD1548  PID         -  DD1548
 DD1548  STATE/COUNTY-  SC/HORRY
 DD1548  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1548
 DD1548                         *CURRENT SURVEY CONTROL
 DD1548  ___________________________________________________________________
 DD1548* NAD 83(1986)-  33 40 57.     (N)    078 53 40.     (W)     SCALED    
 DD1548* NAVD 88     -         2.906  (meters)       9.53   (feet)  ADJUSTED  
 DD1548  ___________________________________________________________________
 DD1548  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1548  DYNAMIC HT  -           2.903 (meters)       9.52  (feet)  COMP
 DD1548  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
 DD1548
 DD1548  VERT ORDER  -  FIRST     CLASS II
 DD1548
 DD1548.The horizontal coordinates were scaled from a topographic map and have
 DD1548.an estimated accuracy of +/- 6 seconds.
 DD1548
 DD1548.The orthometric height was determined by differential leveling
 DD1548.and adjusted by the National Geodetic Survey in June 1991..
 DD1548
 DD1548.The geoid height was determined by GEOID03.
 DD1548
 DD1548.The dynamic height is computed by dividing the NAVD 88
 DD1548.geopotential number by the normal gravity value computed on the
 DD1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1548.degrees latitude (g = 980.6199 gals.).
 DD1548
 DD1548.The modeled gravity was interpolated from observed gravity values.
 DD1548
 DD1548;                    North         East    Units  Estimated Accuracy
 DD1548;SPC SC       -   207,050.      804,790.      MT  (+/- 180 meters Scaled)
 DD1548
 DD1548                          SUPERSEDED SURVEY CONTROL
 DD1548
 DD1548  NGVD 29 (03/21/89)    3.211  (m)           10.53   (f) ADJUSTED    1 2
 DD1548
 DD1548.Superseded values are not recommended for survey control.
 DD1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1548.See file dsdata.txt to determine how the superseded data were derived.
 DD1548
 DD1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT951289(NAD 83)
 DD1548_MARKER: DD = SURVEY DISK
 DD1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1548_SP_SET: CONCRETE POST
 DD1548_STAMPING: VERT 26 024
 DD1548_MARK LOGO: SCGS  
 DD1548_PROJECTION: FLUSH
 DD1548_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1548+STABILITY: SURFACE MOTION
 DD1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1548+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD1548
 DD1548  HISTORY     - Date     Condition        Report By
 DD1548  HISTORY     - 1979     MONUMENTED       MGA
 DD1548  HISTORY     - 1986     GOOD             SCGS
 DD1548  HISTORY     - 19970731 GOOD             SCGS
 DD1548  HISTORY     - 19991029 GOOD             USPSQD
 DD1548  HISTORY     - 20040410 GOOD             USPSQD
 DD1548  HISTORY     - 20050416 GOOD             USPSQD
 DD1548  HISTORY     - 20060415 GOOD             USPSQD
 DD1548
 DD1548                          STATION DESCRIPTION
 DD1548
 DD1548'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1548'IN MYRTLE BEACH.
 DD1548'1.6 KM (1.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1548'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE
 DD1548'BEACH, SET NEAR A KOA CAMPGROUND SIGN IN THE NORTH ANGLE OF STATE ROAD
 DD1548'351 (5TH AVENUE SOUTH), 0.83 METER (2.72 FT) SOUTHEAST OF THE
 DD1548'SOUTHWEST LEG OF THE KOA SIGN, 1.05 METERS (3.45 FT) SOUTHWEST OF A
 DD1548'THREE FOOT CHAIN LINK FENCE SURROUNDING THE JUNGLE LAGOON MINITURE
 DD1548'GOLF COURSE, 9.0 METERS (29.53 FT) EAST SOUTHEAST OF THE CENTER OF THE
 DD1548'STATE ROAD, 9.22 METERS (30.25 FT) NORTHEAST OF THE CENTER OF THE
 DD1548'SOUTHBOUND LANES OF THE HIGHWAY.
 DD1548'THE MARK IS 0.99 METERS  W FROM A WITNESS POST.
 DD1548'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1548
 DD1548                          STATION RECOVERY (1997)
 DD1548
 DD1548'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1548'STATION IS LOCATED IN MYRTLE BEACH, 13.8 MILES (22.2 KM) SOUTHEAST OF
 DD1548'CONWAY, OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD1548'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD1548'JUNCTION OF U.S.  HIGHWAYS 17 BUSINESS (SOUTH KINGS HIGHWAY) AND 501
 DD1548'(MAIN STREET) IN MYRTLE BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR
 DD1548'1.0 MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 351 (5TH AVENUE SOUTH)
 DD1548'AND THE STATION NEAR A SIGN FOR A KOA CAMPGROUND IN THE NORTH ANGLE OF
 DD1548'THE JUNCTION.  STATION IS A CONCRETE POST RECESSED 0.6 FOOT (18.3 CM)
 DD1548'AND LEVEL WITH THE ROAD, 30.9 FEET (9.4 M) NORTH NORTHWEST OF THE
 DD1548'CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY, 28.9 FEET (8.8 M) EAST
 DD1548'NORTHEAST OF THE CENTER OF THE ROAD, 4.1 FEET (1.2 M) SOUTHEAST OF THE
 DD1548'EAST CORNER OF THE SIGN POST, 26.0 FEET (7.9 M) WEST SOUTHWEST OF A
 DD1548'STADIUM LIGHT POLE FOR THE GOLF COURSE, 16.0 FEET (4.9 M) EAST
 DD1548'NORTHEAST OF THE EAST CORNER OF AN IRON STORM GRATE, 3.4 FEET (1.0 M)
 DD1548'SOUTH SOUTHWEST OF A WITNESS POST IN A CHAIN LINK FENCE LINE
 DD1548'SURROUNDING THE JUNGLE LAGOON MINI GOLF COURSE. RECOVERED BY C.E.
 DD1548'GEOGHEGAN
 DD1548
 DD1548                          STATION RECOVERY (1999)
 DD1548
 DD1548'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1548'RECOVERED IN GOOD CONDITION.
 DD1548
 DD1548                          STATION RECOVERY (2004)
 DD1548
 DD1548'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1548'RECOVERED IN GOOD CONDITION.
 DD1548
 DD1548                          STATION RECOVERY (2005)
 DD1548
 DD1548'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1548'RECOVERED IN GOOD CONDITION.
 DD1548
 DD1548                          STATION RECOVERY (2006)
 DD1548
 DD1548'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1544 ***********************************************************************
 DD1544  DESIGNATION -  26 025
 DD1544  PID         -  DD1544
 DD1544  STATE/COUNTY-  SC/HORRY
 DD1544  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1544
 DD1544                         *CURRENT SURVEY CONTROL
 DD1544  ___________________________________________________________________
 DD1544* NAD 83(1986)-  33 40 20.     (N)    078 54 30.     (W)     SCALED    
 DD1544* NAVD 88     -         6.917  (meters)      22.69   (feet)  ADJUSTED  
 DD1544  ___________________________________________________________________
 DD1544  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1544  DYNAMIC HT  -           6.909 (meters)      22.67  (feet)  COMP
 DD1544  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 DD1544
 DD1544  VERT ORDER  -  FIRST     CLASS II
 DD1544
 DD1544.The horizontal coordinates were scaled from a topographic map and have
 DD1544.an estimated accuracy of +/- 6 seconds.
 DD1544
 DD1544.The orthometric height was determined by differential leveling
 DD1544.and adjusted by the National Geodetic Survey in June 1991..
 DD1544
 DD1544.The geoid height was determined by GEOID03.
 DD1544
 DD1544.The dynamic height is computed by dividing the NAVD 88
 DD1544.geopotential number by the normal gravity value computed on the
 DD1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1544.degrees latitude (g = 980.6199 gals.).
 DD1544
 DD1544.The modeled gravity was interpolated from observed gravity values.
 DD1544
 DD1544;                    North         East    Units  Estimated Accuracy
 DD1544;SPC SC       -   205,890.      803,520.      MT  (+/- 180 meters Scaled)
 DD1544
 DD1544                          SUPERSEDED SURVEY CONTROL
 DD1544
 DD1544  NGVD 29 (03/21/89)    7.221  (m)           23.69   (f) ADJUSTED    1 2
 DD1544
 DD1544.Superseded values are not recommended for survey control.
 DD1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1544.See file dsdata.txt to determine how the superseded data were derived.
 DD1544
 DD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT939277(NAD 83)
 DD1544_MARKER: DD = SURVEY DISK
 DD1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1544_SP_SET: CONCRETE POST
 DD1544_STAMPING: VERT 26 - 025
 DD1544_MARK LOGO: SCGS  
 DD1544_PROJECTION: FLUSH
 DD1544_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1544+STABILITY: SURFACE MOTION
 DD1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1544+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD1544
 DD1544  HISTORY     - Date     Condition        Report By
 DD1544  HISTORY     - 1979     MONUMENTED       MGA
 DD1544  HISTORY     - 1982     GOOD             USPSQD
 DD1544  HISTORY     - 1986     GOOD             SCGS
 DD1544  HISTORY     - 19970611 GOOD             SCGS
 DD1544  HISTORY     - 19991029 POOR             USPSQD
 DD1544  HISTORY     - 20040410 GOOD             USPSQD
 DD1544  HISTORY     - 20050416 GOOD             USPSQD
 DD1544  HISTORY     - 20060415 GOOD             USPSQD
 DD1544
 DD1544                          STATION DESCRIPTION
 DD1544
 DD1544'DESCRIBED BY US POWER SQUADRON 1982 (JW)
 DD1544'RECOVERED IN GOOD CONDITION.
 DD1544
 DD1544                          STATION RECOVERY (1986)
 DD1544
 DD1544'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1544'IN MYRTLE BEACH.
 DD1544'3.3 KM (2.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1544'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE
 DD1544'BEACH, SET NEAR A POWER POLE AT THE JUNCTION OF 20TH AVENUE SOUTH,
 DD1544'1.01 METERS (3.31 FT) EAST NORTHEAST OF THE POWER POLE 68930/PA5,
 DD1544'2.23 METERS (7.32 FT) SOUTH SOUTHEAST OF A FIVE FOOT CHAIN LINK FENCE
 DD1544'SURROUNDING MIDWAY MEMORIAL PARK, 16.4 METERS (53.81 FT) NORTH
 DD1544'NORTHEAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 DD1544'36.3 METERS (119.1 FT) EAST NORTHEAST OF THE EXTENDED CENTER OF 20TH
 DD1544'AVENUE.
 DD1544'THE MARK IS 0.20 METERS  SW FROM A WITNESS POST.
 DD1544'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1544
 DD1544                          STATION RECOVERY (1997)
 DD1544
 DD1544'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1544'STATION IS LOCATED 1.7 MILES (2.7 KM) SOUTHWEST OF MYRTLE BEACH, 13.9
 DD1544'MILES (22.4 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR
 DD1544'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1544'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1544'17 BUSINESS (SOUTH KINGS HIGHWAY) AND STATE HIGHWAY 73 (OCEAN
 DD1544'BOULEVARD) , 3.15 MILES (5.07 KM) SOUTHWEST OF MYRTLE BEACH, GO
 DD1544'NORTHEAST ON HIGHWAY 17 BUSINESS FOR 1.45 MILES (2.33 KM) TO THE
 DD1544'STATION ON THE LEFT NEAR A POWER POLE AT A PEDESTRIAN GATE FOR MIDWAY
 DD1544'MEMORIAL PARK.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD1544'1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 53.9 FEET (16.4 M) NORTH NORTHWEST
 DD1544'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.7 FEET (1.7 M)
 DD1544'NORTHEAST OF THE POWER POLE NUMBER 68930, 120.2 FEET (36.6 M) EAST
 DD1544'NORTHEAST OF THE EXTENDED CENTER OF A STREET LEADING SOUTHEAST (20TH
 DD1544'AVENUE SOUTH) , 7.2 FEET (2.2 M) SOUTH SOUTHEAST OF A WITNESS POST
 DD1544'BESIDE THE NORTHWEST PEDESTRIAN GATE POST.  RECOVERED BY C.E.
 DD1544'GEOGHEGAN.
 DD1544
 DD1544                          STATION RECOVERY (1999)
 DD1544
 DD1544'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1544'MARK RECOVERED IN POOR CONDITION.
 DD1544
 DD1544                          STATION RECOVERY (2004)
 DD1544
 DD1544'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1544'RECOVERED IN GOOD CONDITION.
 DD1544
 DD1544                          STATION RECOVERY (2005)
 DD1544
 DD1544'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1544'RECOVERED IN GOOD CONDITION.
 DD1544
 DD1544                          STATION RECOVERY (2006)
 DD1544
 DD1544'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1539 ***********************************************************************
 DD1539  DESIGNATION -  26 026
 DD1539  PID         -  DD1539
 DD1539  STATE/COUNTY-  SC/HORRY
 DD1539  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1539
 DD1539                         *CURRENT SURVEY CONTROL
 DD1539  ___________________________________________________________________
 DD1539* NAD 83(1986)-  33 38 51.     (N)    078 56 25.     (W)     SCALED    
 DD1539* NAVD 88     -         6.282  (meters)      20.61   (feet)  POSTED    
 DD1539  ___________________________________________________________________
 DD1539  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1539  DYNAMIC HT  -           6.280 (meters)      20.60  (feet)  COMP
 DD1539  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 DD1539
 DD1539  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DD1539
 DD1539.The horizontal coordinates were scaled from a topographic map and have
 DD1539.an estimated accuracy of +/- 6 seconds.
 DD1539
 DD1539.The orthometric height was determined by differential leveling
 DD1539.and adjusted by the National Geodetic Survey in 1992..
 DD1539.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DD1539.rate of 1.1 thru 2.0 mm/km.
 DD1539
 DD1539.The geoid height was determined by GEOID03.
 DD1539
 DD1539.The dynamic height is computed by dividing the NAVD 88
 DD1539.geopotential number by the normal gravity value computed on the
 DD1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1539.degrees latitude (g = 980.6199 gals.).
 DD1539
 DD1539.The modeled gravity was interpolated from observed gravity values.
 DD1539
 DD1539;                    North         East    Units  Estimated Accuracy
 DD1539;SPC SC       -   203,090.      800,620.      MT  (+/- 180 meters Scaled)
 DD1539
 DD1539                          SUPERSEDED SURVEY CONTROL
 DD1539
 DD1539  NGVD 29 (03/21/89)    6.591  (m)           21.62   (f) ADJUSTED    1 2
 DD1539
 DD1539.Superseded values are not recommended for survey control.
 DD1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1539.See file dsdata.txt to determine how the superseded data were derived.
 DD1539
 DD1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT910249(NAD 83)
 DD1539_MARKER: DD = SURVEY DISK
 DD1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1539_SP_SET: CONCRETE POST
 DD1539_STAMPING: VERT 26 - 026
 DD1539_MARK LOGO: SCGS  
 DD1539_PROJECTION: FLUSH
 DD1539_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1539+STABILITY: SURFACE MOTION
 DD1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1539+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1997
 DD1539
 DD1539  HISTORY     - Date     Condition        Report By
 DD1539  HISTORY     - 1979     MONUMENTED       MGA
 DD1539  HISTORY     - 1986     GOOD             SCGS
 DD1539  HISTORY     - 1987     GOOD             USPSQD
 DD1539  HISTORY     - 19970611 GOOD             SCGS
 DD1539
 DD1539                          STATION DESCRIPTION
 DD1539
 DD1539'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1539'2.95 KM (1.85 MI) NE FROM SURFSIDE BEACH.
 DD1539'2.9 KM (1.8 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1539'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, SET NEAR A POWER POLE
 DD1539'ACROSS THE HIGHWAY FROM A GENERAL TELEPHONE BUILDING, 2.55 METERS
 DD1539'(8.37 FT) EAST NORTHEAST OF THE POWER POLE NUMBER 21598, 11.2 METERS
 DD1539'(36.75 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD1539'HIGHWAY, 19.07 METERS (62.57 FT) NORTH NORTHWEST OF A 30 INCH PINE
 DD1539'TREE, 9.77 METERS (32.05 FT) WEST NORTHWEST OF A 20 INCH SWEETGUM
 DD1539'TREE.
 DD1539'THE MARK IS 0.25 METERS  SSE FROM A WITNESS POST.
 DD1539'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1539
 DD1539                          STATION RECOVERY (1987)
 DD1539
 DD1539'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1539'RECOVERED IN GOOD CONDITION.
 DD1539
 DD1539                          STATION RECOVERY (1997)
 DD1539
 DD1539'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1539'STATION IS LOCATED 3.45 MILES (5.55 KM) NORTHEAST OF SURFSIDE BEACH,
 DD1539'14.45 MILES (23.25 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD1539'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1539'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1539'17 BUSINESS (SOUTH KINGS HIGHWAY) AND STATE HIGHWAY 73 (OCEAN
 DD1539'BOULEVARD) , 3.15 MILES (5.07 KM) SOUTHWEST OF MYRTLE BEACH, GO
 DD1539'SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 1.1 MILES (1.8 KM) TO THE STATION
 DD1539'ON THE LEFT NEAR A POWER POLE ACROSS THE HIGHWAY FROM A GENERAL
 DD1539'TELEPHONE ELECTRONICS BUILDING.  STATION IS A CONCRETE POST FLUSH WITH
 DD1539'THE GROUND AND LEVEL WITH THE HIGHWAY, 37.0 FEET (11.3 M) SOUTHEAST OF
 DD1539'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.5 FEET (2.6 M)
 DD1539'NORTHEAST OF THE POWER POLE NUMBER 21598 WITH TWO GUY WIRES, 22.7 FEET
 DD1539'(6.9 M) NORTHEAST OF A METAL CABLED WARNING SIGN POST, 6.3 FEET (1.9
 DD1539'M) EAST NORTHEAST OF THE EAST CORNER OF A TELEPHONE JUNCTION BOX
 DD1539'P/3015/ST5/AIR VALVE/CA-03, 127.4 FEET (38.8 M) NORTH NORTHEAST OF THE
 DD1539'NORTH CORNER OF A ROW OF SHOPS (LONG BAY VILLAGE) , 0.7 FOOT (21.3 CM)
 DD1539'NORTHWEST OF A WITNESS POST. RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1521 ***********************************************************************
 DD1521  DESIGNATION -  26 028
 DD1521  PID         -  DD1521
 DD1521  STATE/COUNTY-  SC/HORRY
 DD1521  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1521
 DD1521                         *CURRENT SURVEY CONTROL
 DD1521  ___________________________________________________________________
 DD1521* NAD 83(1986)-  33 37 28.     (N)    078 58 07.     (W)     SCALED    
 DD1521* NAVD 88     -         6.680  (meters)      21.92   (feet)  ADJUSTED  
 DD1521  ___________________________________________________________________
 DD1521  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1521  DYNAMIC HT  -           6.673 (meters)      21.89  (feet)  COMP
 DD1521  MODELED GRAV-     979,600.7   (mgal)                       NAVD 88
 DD1521
 DD1521  VERT ORDER  -  FIRST     CLASS II
 DD1521
 DD1521.The horizontal coordinates were scaled from a topographic map and have
 DD1521.an estimated accuracy of +/- 6 seconds.
 DD1521
 DD1521.The orthometric height was determined by differential leveling
 DD1521.and adjusted by the National Geodetic Survey in June 1991..
 DD1521
 DD1521.The geoid height was determined by GEOID03.
 DD1521
 DD1521.The dynamic height is computed by dividing the NAVD 88
 DD1521.geopotential number by the normal gravity value computed on the
 DD1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1521.degrees latitude (g = 980.6199 gals.).
 DD1521
 DD1521.The modeled gravity was interpolated from observed gravity values.
 DD1521
 DD1521;                    North         East    Units  Estimated Accuracy
 DD1521;SPC SC       -   200,480.      798,040.      MT  (+/- 180 meters Scaled)
 DD1521
 DD1521                          SUPERSEDED SURVEY CONTROL
 DD1521
 DD1521  NGVD 29 (05/09/91)    6.993  (m)           22.94   (f) ADJUSTED    1 2
 DD1521
 DD1521.Superseded values are not recommended for survey control.
 DD1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1521.See file dsdata.txt to determine how the superseded data were derived.
 DD1521
 DD1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT884223(NAD 83)
 DD1521_MARKER: DD = SURVEY DISK
 DD1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1521_SP_SET: CONCRETE POST
 DD1521_STAMPING: VERT 26-028
 DD1521_MARK LOGO: SCGS  
 DD1521_PROJECTION: FLUSH
 DD1521_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1521+STABILITY: SURFACE MOTION
 DD1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1521+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD1521
 DD1521  HISTORY     - Date     Condition        Report By
 DD1521  HISTORY     - 1979     MONUMENTED       MGA
 DD1521  HISTORY     - 1986     GOOD             SCGS
 DD1521  HISTORY     - 1987     GOOD             USPSQD
 DD1521  HISTORY     - 19900430 GOOD             NGS
 DD1521  HISTORY     - 19970609 GOOD             SCGS
 DD1521  HISTORY     - 20021118 GOOD             USPSQD
 DD1521  HISTORY     - 20050822 GOOD             USPSQD
 DD1521  HISTORY     - 20060822 GOOD             USPSQD
 DD1521
 DD1521                          STATION DESCRIPTION
 DD1521
 DD1521'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1521'IN SURFSIDE BEACH.
 DD1521'0.8 KM (0.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1521'INTERSECTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, SET NEAR A POWER
 DD1521'POLE AT THE JUNCTION OF 16TH AVENUE NORTH, 15.1 METERS (49.54 FT)
 DD1521'SOUTH SOUTHWEST OF THE SOUTH CORNER OF A PIZZA HUT, 8.4 METERS
 DD1521'(27.56 FT) NORTH NORTHWEST OF THE CENTER OF FRONTAGE ROAD, 1.13 METERS
 DD1521'(3.71 FT) WEST OF THE POWER POLE NUMBER 68433, 28.3 METERS (92.85 FT)
 DD1521'EAST NORTHEAST OF THE EXTENDED CENTER OF 16TH AVENUE.
 DD1521'THE MARK IS 0.19 METERS  WSW FROM A WITNESS POST.
 DD1521'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1521
 DD1521                          STATION RECOVERY (1987)
 DD1521
 DD1521'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1521'RECOVERED IN GOOD CONDITION.
 DD1521
 DD1521                          STATION RECOVERY (1990)
 DD1521
 DD1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1521'RECOVERED IN GOOD CONDITION.
 DD1521
 DD1521                          STATION RECOVERY (1997)
 DD1521
 DD1521'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1521'STATION IS LOCATED 1.3 MILES (2.1 KM) NORTHEAST OF SURFSIDE BEACH,
 DD1521'15.35 MILES (24.70 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD1521'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1521'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1521'17 BUSINESS (HIGHWAY 17) AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.7
 DD1521'MILES (2.7 KM) NORTHEAST OF SURFSIDE BEACH, GO SOUTHWEST ON HIGHWAY 17
 DD1521'BUSINESS FOR 0.35 MILE (0.56 KM) TO A FRONTAGE ROAD CONNECTOR ON THE
 DD1521'RIGHT, TURN RIGHT THE LEFT ON THE FRONTAGE ROAD FOR 0.15 MILE (0.24
 DD1521'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A
 DD1521'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE FRONTAGE
 DD1521'ROAD, 28.0 FEET (8.5 M) NORTHWEST OF THE CENTER OF THE FRONTAGE ROAD,
 DD1521'3.8 FEET (1.2 M) WEST OF THE POWER POLE 68433/65AKS WITH GUY WIRE AND
 DD1521'TRANSFORMER, 49.3 FEET (15.0 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF
 DD1521'A PIZZA HUT RESTAURANT, 60.5 FEET (18.4 M) EAST OF THE EAST CORNER OF
 DD1521'A BRICK BUILDING (FAMILY DENTISTRY) , 14.7 FEET (4.5 M) NORTH
 DD1521'NORTHEAST OF THE NORTH CORNER OF A AN IRON STORM DRAIN GRATE, 0.6 FOOT
 DD1521'(18.3 CM) SOUTHWEST OF A WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
 DD1521
 DD1521                          STATION RECOVERY (2002)
 DD1521
 DD1521'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1521'RECOVERED IN GOOD CONDITION.
 DD1521
 DD1521                          STATION RECOVERY (2005)
 DD1521
 DD1521'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1521'RECOVERED IN GOOD CONDITION.
 DD1521
 DD1521                          STATION RECOVERY (2006)
 DD1521
 DD1521'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1529 ***********************************************************************
 DD1529  DESIGNATION -  26 029
 DD1529  PID         -  DD1529
 DD1529  STATE/COUNTY-  SC/HORRY
 DD1529  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1529
 DD1529                         *CURRENT SURVEY CONTROL
 DD1529  ___________________________________________________________________
 DD1529* NAD 83(1986)-  33 36 56.     (N)    078 58 34.     (W)     SCALED    
 DD1529* NAVD 88     -         6.965  (meters)      22.85   (feet)  ADJUSTED  
 DD1529  ___________________________________________________________________
 DD1529  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1529  DYNAMIC HT  -           6.958 (meters)      22.83  (feet)  COMP
 DD1529  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 DD1529
 DD1529  VERT ORDER  -  FIRST     CLASS II
 DD1529
 DD1529.The horizontal coordinates were scaled from a topographic map and have
 DD1529.an estimated accuracy of +/- 6 seconds.
 DD1529
 DD1529.The orthometric height was determined by differential leveling
 DD1529.and adjusted by the National Geodetic Survey in June 1991..
 DD1529
 DD1529.The geoid height was determined by GEOID03.
 DD1529
 DD1529.The dynamic height is computed by dividing the NAVD 88
 DD1529.geopotential number by the normal gravity value computed on the
 DD1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1529.degrees latitude (g = 980.6199 gals.).
 DD1529
 DD1529.The modeled gravity was interpolated from observed gravity values.
 DD1529
 DD1529;                    North         East    Units  Estimated Accuracy
 DD1529;SPC SC       -   199,480.      797,360.      MT  (+/- 180 meters Scaled)
 DD1529
 DD1529                          SUPERSEDED SURVEY CONTROL
 DD1529
 DD1529  NGVD 29 (03/21/89)    7.293  (m)           23.93   (f) ADJUSTED    1 2
 DD1529
 DD1529.Superseded values are not recommended for survey control.
 DD1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1529.See file dsdata.txt to determine how the superseded data were derived.
 DD1529
 DD1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT877213(NAD 83)
 DD1529_MARKER: DD = SURVEY DISK
 DD1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1529_SP_SET: CONCRETE POST
 DD1529_STAMPING: VERT 26 - 029
 DD1529_MARK LOGO: SCGS  
 DD1529_PROJECTION: FLUSH
 DD1529_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1529+STABILITY: SURFACE MOTION
 DD1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1529+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD1529
 DD1529  HISTORY     - Date     Condition        Report By
 DD1529  HISTORY     - 1979     MONUMENTED       MGA
 DD1529  HISTORY     - 1986     GOOD             SCGS
 DD1529  HISTORY     - 19970609 GOOD             SCGS
 DD1529  HISTORY     - 20021122 GOOD             USPSQD
 DD1529  HISTORY     - 20050822 GOOD             USPSQD
 DD1529  HISTORY     - 20060822 GOOD             USPSQD
 DD1529
 DD1529                          STATION DESCRIPTION
 DD1529
 DD1529'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1529'IN SURFSIDE BEACH.
 DD1529'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1529'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, SET NEAR A POWER POLE
 DD1529'IN THE NORTHEAST ANGLE OF STATE ROAD 271 (5TH AVENUE NORTH),
 DD1529'11.2 METERS (36.75 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANE
 DD1529'OF THE HIGHWAY, 10.15 METERS (33.3 FT) NORTHEAST OF THE CENTER OF 5TH
 DD1529'AVENUE NORTH, 2.7 METERS (8.86 FT) EAST NORTHEAST OF THE POWER POLE
 DD1529'68484/38C, 33.3 METERS (109.25 FT) WEST OF THE WEST CORNER OF AN EXXON
 DD1529'SERVICE STATION, 1.26 METERS (4.13 FT) SOUTHWEST OF A FIRE HYDRANT.
 DD1529'THE MARK IS 0.24 METERS  NW FROM A WITNESS POST.
 DD1529'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1529
 DD1529                          STATION RECOVERY (1997)
 DD1529
 DD1529'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1529'STATION IS LOCATED IN SURFSIDE BEACH, 15.75 MILES (25.35 KM) SOUTH
 DD1529'SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DD1529'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 DD1529'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 BUSINESS (HIGHWAY 17)
 DD1529'AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.7 MILES (2.7 KM) NORTHEAST
 DD1529'OF SURFSIDE BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 1.25 MILES
 DD1529'(2.01 KM) TO THE STATION NEAR A POWER POLE IN THE EAST ANGLE OF THE
 DD1529'JUNCTION OF STATE ROAD 271 (5TH AVENUE NORTH) .  STATION IS A CONCRETE
 DD1529'POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH THE HIGHWAY, 36.5 FEET
 DD1529'(11.1 M) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD1529'HIGHWAY, 32.6 FEET (9.9 M) NORTHEAST OF THE CENTER OF THE ROAD, 3.5
 DD1529'FEET (1.1 M) EAST OF THE POWER POLE 68484/50AKS WITH TWO GUY WIRES,
 DD1529'5.9 FEET (1.8 M) NORTHWEST OF THE WEST CORNER OF A SQUARE METAL LIGHT
 DD1529'POLE, 4.0 FEET (1.2 M) SOUTHWEST OF A FIRE HYDRANT, 0.7 FOOT (21.3 CM)
 DD1529'NORTHWEST OF A WITNESS POST.  RECOVERED BY C.E. GEOGHEGAN.
 DD1529
 DD1529                          STATION RECOVERY (2002)
 DD1529
 DD1529'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1529'RECOVERED IN GOOD CONDITION.
 DD1529
 DD1529                          STATION RECOVERY (2005)
 DD1529
 DD1529'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1529'RECOVERED IN GOOD CONDITION.
 DD1529
 DD1529                          STATION RECOVERY (2006)
 DD1529
 DD1529'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1526 ***********************************************************************
 DD1526  DESIGNATION -  26 030
 DD1526  PID         -  DD1526
 DD1526  STATE/COUNTY-  SC/HORRY
 DD1526  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1526
 DD1526                         *CURRENT SURVEY CONTROL
 DD1526  ___________________________________________________________________
 DD1526* NAD 83(1986)-  33 36 18.     (N)    078 59 23.     (W)     SCALED    
 DD1526* NAVD 88     -         7.859  (meters)      25.78   (feet)  ADJUSTED  
 DD1526  ___________________________________________________________________
 DD1526  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1526  DYNAMIC HT  -           7.851 (meters)      25.76  (feet)  COMP
 DD1526  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 DD1526
 DD1526  VERT ORDER  -  FIRST     CLASS II
 DD1526
 DD1526.The horizontal coordinates were scaled from a topographic map and have
 DD1526.an estimated accuracy of +/- 6 seconds.
 DD1526
 DD1526.The orthometric height was determined by differential leveling
 DD1526.and adjusted by the National Geodetic Survey in June 1991..
 DD1526
 DD1526.The geoid height was determined by GEOID03.
 DD1526
 DD1526.The dynamic height is computed by dividing the NAVD 88
 DD1526.geopotential number by the normal gravity value computed on the
 DD1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1526.degrees latitude (g = 980.6199 gals.).
 DD1526
 DD1526.The modeled gravity was interpolated from observed gravity values.
 DD1526
 DD1526;                    North         East    Units  Estimated Accuracy
 DD1526;SPC SC       -   198,290.      796,120.      MT  (+/- 180 meters Scaled)
 DD1526
 DD1526                          SUPERSEDED SURVEY CONTROL
 DD1526
 DD1526  NGVD 29 (03/21/89)    8.186  (m)           26.86   (f) ADJUSTED    1 2
 DD1526
 DD1526.Superseded values are not recommended for survey control.
 DD1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1526.See file dsdata.txt to determine how the superseded data were derived.
 DD1526
 DD1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT865201(NAD 83)
 DD1526_MARKER: DD = SURVEY DISK
 DD1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1526_SP_SET: CONCRETE POST
 DD1526_STAMPING: VERT 26 - 030
 DD1526_MARK LOGO: SCGS  
 DD1526_PROJECTION: FLUSH
 DD1526_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1526+STABILITY: SURFACE MOTION
 DD1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1526+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 DD1526
 DD1526  HISTORY     - Date     Condition        Report By
 DD1526  HISTORY     - 1979     MONUMENTED       MGA
 DD1526  HISTORY     - 1986     GOOD             SCGS
 DD1526  HISTORY     - 1987     GOOD             USPSQD
 DD1526  HISTORY     - 19970609 GOOD             SCGS
 DD1526
 DD1526                          STATION DESCRIPTION
 DD1526
 DD1526'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1526'IN SURFSIDE BEACH.
 DD1526'3.8 KM (2.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1526'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, SET NEAR A POWER POLE
 DD1526'THAT HAS MAJOR POWER LINES CROSSING U.S. HIGHWAY 17 BUSINESS AT THE
 DD1526'JUNCTION OF STATE ROAD 214 (10TH AVENUE SOUTH), 0.7 (2.3 FT) NORTHWEST
 DD1526'OF THE POWER POLE NUMBER 66116, 8.3 METERS (27.23 FT) NORTH NORTHWEST
 DD1526'OF THE CENTER OF THE FRONTAGE ROAD NORTHWEST OF THE HIGHWAY,
 DD1526'6.62 METERS (21.72 FT) WEST SOUTHWEST OF THE EXTENDED CENTER OF 10TH
 DD1526'AVENUE SOUTH, 9.84 METERS (32.28 FT) EAST OF A LONE 12 INCH LIVE OAK
 DD1526'TREE.
 DD1526'THE MARK IS 0.69 METERS  W FROM A WITNESS POST.
 DD1526'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1526
 DD1526                          STATION RECOVERY (1987)
 DD1526
 DD1526'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1526'RECOVERED IN GOOD CONDITION.
 DD1526
 DD1526                          STATION RECOVERY (1997)
 DD1526
 DD1526'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1526'STATION IS LOCATED IN SURFSIDE BEACH, 16.35 MILES (26.31 KM) SOUTH
 DD1526'SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 DD1526'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 DD1526'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 BUSINESS (HIGHWAY 17)
 DD1526'AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.7 MILES (2.7 KM) NORTHEAST
 DD1526'OF SURFSIDE BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 2.3 MILES
 DD1526'(3.7 KM) TO THE JUNCTION OF STATE ROAD 214 (10TH AVENUE) , TURN RIGHT
 DD1526'ON ROAD 214 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 1352
 DD1526'(FRONTAGE ROAD) AND THE STATION NEAR A POWER POLE IN THE WEST ANGLE OF
 DD1526'THE JUNCTION OF STATE ROAD 214 EXTENDED.  STATION IS A CONCRETE POST
 DD1526'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROADS, 26.4 FEET (8.0 M)
 DD1526'SOUTHEAST OF THE CENTER OF ROAD 1352, 28.2 FEET (8.6 M) SOUTHWEST OF
 DD1526'THE EXTENDED CENTER OF ROAD 214, 4.0 FEET (1.2 M) NORTH OF THE POWER
 DD1526'POLE 66116/80AKS WITH EIGHT GUY WIRES, 69.6 FEET (21.2 M) SOUTHEAST OF
 DD1526'A FENCE SURROUNDING WILD WATER WATERPARK, 19.7 FEET (6.0 M) NORTH
 DD1526'NORTHEAST OF A BURIED CABLE WARNING SIGN, 1.7 FEET (0.5 M) SOUTHEAST
 DD1526'OF A WITNESS POST. RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1523 ***********************************************************************
 DD1523  DESIGNATION -  26 031
 DD1523  PID         -  DD1523
 DD1523  STATE/COUNTY-  SC/HORRY
 DD1523  USGS QUAD   -  BROOKGREEN (1973)
 DD1523
 DD1523                         *CURRENT SURVEY CONTROL
 DD1523  ___________________________________________________________________
 DD1523* NAD 83(1986)-  33 35 42.     (N)    079 00 05.     (W)     SCALED    
 DD1523* NAVD 88     -         8.009  (meters)      26.28   (feet)  ADJUSTED  
 DD1523  ___________________________________________________________________
 DD1523  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1523  DYNAMIC HT  -           8.001 (meters)      26.25  (feet)  COMP
 DD1523  MODELED GRAV-     979,590.9   (mgal)                       NAVD 88
 DD1523
 DD1523  VERT ORDER  -  FIRST     CLASS II
 DD1523
 DD1523.The horizontal coordinates were scaled from a topographic map and have
 DD1523.an estimated accuracy of +/- 6 seconds.
 DD1523
 DD1523.The orthometric height was determined by differential leveling
 DD1523.and adjusted by the National Geodetic Survey in June 1991..
 DD1523
 DD1523.The geoid height was determined by GEOID03.
 DD1523
 DD1523.The dynamic height is computed by dividing the NAVD 88
 DD1523.geopotential number by the normal gravity value computed on the
 DD1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1523.degrees latitude (g = 980.6199 gals.).
 DD1523
 DD1523.The modeled gravity was interpolated from observed gravity values.
 DD1523
 DD1523;                    North         East    Units  Estimated Accuracy
 DD1523;SPC SC       -   197,160.      795,060.      MT  (+/- 180 meters Scaled)
 DD1523
 DD1523                          SUPERSEDED SURVEY CONTROL
 DD1523
 DD1523  NGVD 29 (03/21/89)    8.335  (m)           27.35   (f) ADJUSTED    1 2
 DD1523
 DD1523.Superseded values are not recommended for survey control.
 DD1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1523.See file dsdata.txt to determine how the superseded data were derived.
 DD1523
 DD1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT854190(NAD 83)
 DD1523_MARKER: DD = SURVEY DISK
 DD1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1523_SP_SET: CONCRETE POST
 DD1523_STAMPING: VERT 26 - 031
 DD1523_MARK LOGO: SCGS  
 DD1523_PROJECTION: FLUSH
 DD1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1523+STABILITY: SURFACE MOTION
 DD1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1523+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD1523
 DD1523  HISTORY     - Date     Condition        Report By
 DD1523  HISTORY     - 1979     MONUMENTED       MGA
 DD1523  HISTORY     - 1986     GOOD             SCGS
 DD1523  HISTORY     - 1987     GOOD             USPSQD
 DD1523  HISTORY     - 20021118 GOOD             USPSQD
 DD1523  HISTORY     - 20050822 GOOD             USPSQD
 DD1523  HISTORY     - 20060822 GOOD             USPSQD
 DD1523
 DD1523                          STATION DESCRIPTION
 DD1523
 DD1523'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1523'1.9 KM (1.2 MI) NORTH FROM GARDEN CITY BEACH.
 DD1523'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1523'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 4.1 KM (2.55 MI)
 DD1523'NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A POWER POLE,
 DD1523'1.08 METERS (3.54 FT) NORTH NORTHWEST OF THE POWER POLE, 12.4 METERS
 DD1523'(40.68 FT) NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DD1523'HIGHWAY, 26.17 METERS (85.86 FT) EAST OF THE EAST CORNER OF A ONE
 DD1523'STORY CINDER BLOCK BUILDING, 6.95 METERS (22.8 FT) SOUTH SOUTHEAST OF
 DD1523'A BLAZED 12 INCH OAK TREE.
 DD1523'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 DD1523'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1523
 DD1523                          STATION RECOVERY (1987)
 DD1523
 DD1523'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1523'RECOVERED IN GOOD CONDITION.
 DD1523
 DD1523                          STATION RECOVERY (2002)
 DD1523
 DD1523'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1523'NOW 2 INCHES BELOW GROUND. NO BLAZED 12 INCH OAK.
 DD1523
 DD1523                          STATION RECOVERY (2005)
 DD1523
 DD1523'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1523'RECOVERED IN GOOD CONDITION.
 DD1523
 DD1523                          STATION RECOVERY (2006)
 DD1523
 DD1523'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1612 ***********************************************************************
 DD1612  DESIGNATION -  26 034
 DD1612  PID         -  DD1612
 DD1612  STATE/COUNTY-  SC/HORRY
 DD1612  USGS QUAD   -  BUCKSVILLE (1973)
 DD1612
 DD1612                         *CURRENT SURVEY CONTROL
 DD1612  ___________________________________________________________________
 DD1612* NAD 83(1986)-  33 38 24.     (N)    079 01 49.     (W)     SCALED    
 DD1612* NAVD 88     -         6.272  (meters)      20.58   (feet)  ADJUSTED  
 DD1612  ___________________________________________________________________
 DD1612  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD1612  DYNAMIC HT  -           6.266 (meters)      20.56  (feet)  COMP
 DD1612  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 DD1612
 DD1612  VERT ORDER  -  FIRST     CLASS II
 DD1612
 DD1612.The horizontal coordinates were scaled from a topographic map and have
 DD1612.an estimated accuracy of +/- 6 seconds.
 DD1612
 DD1612.The orthometric height was determined by differential leveling
 DD1612.and adjusted by the National Geodetic Survey in June 1991..
 DD1612
 DD1612.The geoid height was determined by GEOID03.
 DD1612
 DD1612.The dynamic height is computed by dividing the NAVD 88
 DD1612.geopotential number by the normal gravity value computed on the
 DD1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1612.degrees latitude (g = 980.6199 gals.).
 DD1612
 DD1612.The modeled gravity was interpolated from observed gravity values.
 DD1612
 DD1612;                    North         East    Units  Estimated Accuracy
 DD1612;SPC SC       -   202,090.      792,290.      MT  (+/- 180 meters Scaled)
 DD1612
 DD1612                          SUPERSEDED SURVEY CONTROL
 DD1612
 DD1612  NGVD 29 (03/21/89)    6.587  (m)           21.61   (f) ADJUSTED    1 2
 DD1612
 DD1612.Superseded values are not recommended for survey control.
 DD1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1612.See file dsdata.txt to determine how the superseded data were derived.
 DD1612
 DD1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT826239(NAD 83)
 DD1612_MARKER: DD = SURVEY DISK
 DD1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1612_SP_SET: CONCRETE POST
 DD1612_STAMPING: VERT 26 - 034
 DD1612_MARK LOGO: SCGS  
 DD1612_PROJECTION: FLUSH
 DD1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1612+STABILITY: SURFACE MOTION
 DD1612
 DD1612  HISTORY     - Date     Condition        Report By
 DD1612  HISTORY     - 1979     MONUMENTED       MGA
 DD1612  HISTORY     - 1986     GOOD             SCGS
 DD1612  HISTORY     - 1987     GOOD             USPSQD
 DD1612
 DD1612                          STATION DESCRIPTION
 DD1612
 DD1612'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1612'6.4 KM (4.0 MI) WNW FROM SURFSIDE BEACH.
 DD1612'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1612'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 5.55 KM
 DD1612'(3.45 MI) SOUTHERLY ALONG STATE HIGHWAY 707, SET NEAR A POWER POLE IN
 DD1612'THE SOUTH ANGLE OF CIRCLE LANE, 0.75 METER (2.46 FT) NORTHEAST OF THE
 DD1612'POWER POLE NUMBER 51/39, 14.5 METERS (47.57 FT) SOUTHWEST OF THE
 DD1612'CENTER OF CIRCLE LANE, 13.6 METERS (44.62 FT) SOUTHEAST OF THE CENTER
 DD1612'OF THE HIGHWAY, 13.1 METERS (42.98 FT) NORTH NORTHWEST OF A 16 INCH
 DD1612'PINE TREE.
 DD1612'THE MARK IS 0.53 METERS  NE FROM A WITNESS POST.
 DD1612'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1612
 DD1612                          STATION RECOVERY (1987)
 DD1612
 DD1612'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1630 ***********************************************************************
 DD1630  DESIGNATION -  26 041
 DD1630  PID         -  DD1630
 DD1630  STATE/COUNTY-  SC/HORRY
 DD1630  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1630
 DD1630                         *CURRENT SURVEY CONTROL
 DD1630  ___________________________________________________________________
 DD1630* NAD 83(1986)-  33 43 10.     (N)    078 57 39.     (W)     SCALED    
 DD1630* NAVD 88     -         4.983  (meters)      16.35   (feet)  ADJUSTED  
 DD1630  ___________________________________________________________________
 DD1630  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD1630  DYNAMIC HT  -           4.978 (meters)      16.33  (feet)  COMP
 DD1630  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 DD1630
 DD1630  VERT ORDER  -  FIRST     CLASS II
 DD1630
 DD1630.The horizontal coordinates were scaled from a topographic map and have
 DD1630.an estimated accuracy of +/- 6 seconds.
 DD1630
 DD1630.The orthometric height was determined by differential leveling
 DD1630.and adjusted by the National Geodetic Survey in June 1991..
 DD1630
 DD1630.The geoid height was determined by GEOID03.
 DD1630
 DD1630.The dynamic height is computed by dividing the NAVD 88
 DD1630.geopotential number by the normal gravity value computed on the
 DD1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1630.degrees latitude (g = 980.6199 gals.).
 DD1630
 DD1630.The modeled gravity was interpolated from observed gravity values.
 DD1630
 DD1630;                    North         East    Units  Estimated Accuracy
 DD1630;SPC SC       -   211,030.      798,550.      MT  (+/- 180 meters Scaled)
 DD1630
 DD1630                          SUPERSEDED SURVEY CONTROL
 DD1630
 DD1630  NGVD 29 (03/21/89)    5.294  (m)           17.37   (f) ADJUSTED    1 2
 DD1630
 DD1630.Superseded values are not recommended for survey control.
 DD1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1630.See file dsdata.txt to determine how the superseded data were derived.
 DD1630
 DD1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT889329(NAD 83)
 DD1630_MARKER: DD = SURVEY DISK
 DD1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1630_SP_SET: CONCRETE POST
 DD1630_STAMPING: VERT 26 - 041
 DD1630_MARK LOGO: SCGS  
 DD1630_PROJECTION: FLUSH
 DD1630_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1630+STABILITY: SURFACE MOTION
 DD1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1630+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 DD1630
 DD1630  HISTORY     - Date     Condition        Report By
 DD1630  HISTORY     - 1979     MONUMENTED       MGA
 DD1630  HISTORY     - 1986     GOOD             SCGS
 DD1630  HISTORY     - 19970609 GOOD             SCGS
 DD1630
 DD1630                          STATION DESCRIPTION
 DD1630
 DD1630'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1630'8.6 KM (5.35 MI) WNW FROM MYRTLE BEACH.
 DD1630'7.2 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1630'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1630'BEACH, THENCE 2.1 KM (1.3 MI) SOUTHWEST ALONG STATE ROAD 137
 DD1630'(FORESTBROOK ROAD), SET NEAR A POWER POLE ACROSS FROM THE SOUTH
 DD1630'ENTRANCE TO FORESTBROOK CLUB HOUSE, 0.6 METER (1.97 FT) NORTH
 DD1630'NORTHEAST OF THE POWER POLE NUMBER 201/35 1/2, 8.1 METERS (26.58 FT)
 DD1630'EAST SOUTHEAST OF THE CENTER OF THE ROAD, 5.45 METERS (17.88 FT) WEST
 DD1630'OF A 14 INCH PINE TREE, 41.9 METERS (137.47 FT) NORTH OF THE NORTH
 DD1630'CORNER OF A RED BRICK HOUSE.
 DD1630'THE MARK IS 0.38 METERS  NE FROM A WITNESS POST.
 DD1630'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1630
 DD1630                          STATION RECOVERY (1997)
 DD1630
 DD1630'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1630'STATION IS LOCATED 4.9 MILES (7.9 KM) WEST NORTHWEST OF MYRTLE BEACH,
 DD1630'9.5 MILES (15.3 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR
 DD1630'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1630'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1630'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM)
 DD1630'NORTHWEST OF MYRTLE BEACH, GO NORTHWEST ON HIGHWAY 501 FOR 2.4 MILES
 DD1630'(3.9 KM) TO THE JUNCTION OF STATE ROAD 137 (FORESTBROOK ROAD) , TURN
 DD1630'LEFT ON ROAD 137 FOR 1.3 MILES (2.1 KM) TO THE STATION ON THE LEFT
 DD1630'NEAR A POWER POLE ACROSS THE HIGHWAY FROM THE FORESTBROOK CLUBHOUSE.
 DD1630'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 DD1630'BELOW THE ROAD, 26.6 FEET (8.1 M) SOUTHEAST OF THE CENTER OF THE ROAD,
 DD1630'2.0 FEET (0.6 M) NORTHEAST OF THE POWER POLE NUMBER 201/35 1/2, 5.9
 DD1630'FEET (1.8 M) NORTHEAST OF THE NORTH CORNER OF AN ELECTRIC TRANSFORMER
 DD1630'BOX, 137.7 FEET (42.0 M) NORTH OF THE NORTH CORNER OF A BRICK HOUSE
 DD1630'NUMBER 451, 123.5 FEET (37.6 M) NORTHEAST OF A MANHOLE COVER, 1.3 FEET
 DD1630'(0.4 M) EAST NORTHEAST OF A WITNESS POST.  RECOVERED BY C.E.
 DD1630'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1625 ***********************************************************************
 DD1625  DESIGNATION -  26 042
 DD1625  PID         -  DD1625
 DD1625  STATE/COUNTY-  SC/HORRY
 DD1625  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1625
 DD1625                         *CURRENT SURVEY CONTROL
 DD1625  ___________________________________________________________________
 DD1625* NAD 83(1986)-  33 42 41.     (N)    078 58 30.     (W)     SCALED    
 DD1625* NAVD 88     -         4.697  (meters)      15.41   (feet)  ADJUSTED  
 DD1625  ___________________________________________________________________
 DD1625  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DD1625  DYNAMIC HT  -           4.693 (meters)      15.40  (feet)  COMP
 DD1625  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 DD1625
 DD1625  VERT ORDER  -  FIRST     CLASS II
 DD1625
 DD1625.The horizontal coordinates were scaled from a topographic map and have
 DD1625.an estimated accuracy of +/- 6 seconds.
 DD1625
 DD1625.The orthometric height was determined by differential leveling
 DD1625.and adjusted by the National Geodetic Survey in June 1991..
 DD1625
 DD1625.The geoid height was determined by GEOID03.
 DD1625
 DD1625.The dynamic height is computed by dividing the NAVD 88
 DD1625.geopotential number by the normal gravity value computed on the
 DD1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1625.degrees latitude (g = 980.6199 gals.).
 DD1625
 DD1625.The modeled gravity was interpolated from observed gravity values.
 DD1625
 DD1625;                    North         East    Units  Estimated Accuracy
 DD1625;SPC SC       -   210,110.      797,260.      MT  (+/- 180 meters Scaled)
 DD1625
 DD1625                          SUPERSEDED SURVEY CONTROL
 DD1625
 DD1625  NGVD 29 (03/21/89)    5.009  (m)           16.43   (f) ADJUSTED    1 2
 DD1625
 DD1625.Superseded values are not recommended for survey control.
 DD1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1625.See file dsdata.txt to determine how the superseded data were derived.
 DD1625
 DD1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT876319(NAD 83)
 DD1625_MARKER: DD = SURVEY DISK
 DD1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1625_SP_SET: CONCRETE POST
 DD1625_STAMPING: VERT 26 - 042
 DD1625_MARK LOGO: SCGS  
 DD1625_PROJECTION: FLUSH
 DD1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1625+STABILITY: SURFACE MOTION
 DD1625
 DD1625  HISTORY     - Date     Condition        Report By
 DD1625  HISTORY     - 1979     MONUMENTED       MGA
 DD1625  HISTORY     - 1986     GOOD             SCGS
 DD1625  HISTORY     - 19970709 MARK NOT FOUND   SCGS
 DD1625
 DD1625                          STATION DESCRIPTION
 DD1625
 DD1625'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1625'8.8 KM (5.5 MI) WNW FROM MYRTLE BEACH.
 DD1625'7.2 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1625'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1625'BEACH, THENCE 3.8 KM (2.35 MI) SOUTHWEST ALONG STATE ROAD 137
 DD1625'(FORESTBROOK ROAD), SET NEAR A TELEPHONE JUNCTION BOX IN THE SOUTHEAST
 DD1625'ANGLE OF A SAND ROAD (MCCORMICK ROAD), 8.7 METERS (28.54 FT) SOUTH OF
 DD1625'THE CENTER OF THE ROAD, 12.1 METERS (39.7 FT) WEST OF THE CENTER OF
 DD1625'THE SAND ROAD, 1.0 METER (3.28 FT) SOUTHEAST OF THE TELEPHONE JUNCTION
 DD1625'BOX D19A32, 8.2 METERS (26.9 FT) NORTHWEST OF A 16 INCH PINE TREE.
 DD1625'THE MARK IS 0.25 METERS  NNW FROM A WITNESS POST.
 DD1625'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1625
 DD1625                          STATION RECOVERY (1997)
 DD1625
 DD1625'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1625'NOT RECOVERED, PRESUMED DESTROYED DURING THE ADDITION OF A TURNING
 DD1625'LANE, SEARCHED 15 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1643 ***********************************************************************
 DD1643  DESIGNATION -  26 044
 DD1643  PID         -  DD1643
 DD1643  STATE/COUNTY-  SC/HORRY
 DD1643  USGS QUAD   -  BUCKSVILLE (1973)
 DD1643
 DD1643                         *CURRENT SURVEY CONTROL
 DD1643  ___________________________________________________________________
 DD1643* NAD 83(1986)-  33 42 12.     (N)    079 01 02.     (W)     SCALED    
 DD1643* NAVD 88     -         8.634  (meters)      28.33   (feet)  ADJUSTED  
 DD1643  ___________________________________________________________________
 DD1643  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD1643  DYNAMIC HT  -           8.626 (meters)      28.30  (feet)  COMP
 DD1643  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 DD1643
 DD1643  VERT ORDER  -  FIRST     CLASS II
 DD1643
 DD1643.The horizontal coordinates were scaled from a topographic map and have
 DD1643.an estimated accuracy of +/- 6 seconds.
 DD1643
 DD1643.The orthometric height was determined by differential leveling
 DD1643.and adjusted by the National Geodetic Survey in June 1991..
 DD1643
 DD1643.The geoid height was determined by GEOID03.
 DD1643
 DD1643.The dynamic height is computed by dividing the NAVD 88
 DD1643.geopotential number by the normal gravity value computed on the
 DD1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1643.degrees latitude (g = 980.6199 gals.).
 DD1643
 DD1643.The modeled gravity was interpolated from observed gravity values.
 DD1643
 DD1643;                    North         East    Units  Estimated Accuracy
 DD1643;SPC SC       -   209,140.      793,360.      MT  (+/- 180 meters Scaled)
 DD1643
 DD1643                          SUPERSEDED SURVEY CONTROL
 DD1643
 DD1643  NGVD 29 (03/21/89)    8.947  (m)           29.35   (f) ADJUSTED    1 2
 DD1643
 DD1643.Superseded values are not recommended for survey control.
 DD1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1643.See file dsdata.txt to determine how the superseded data were derived.
 DD1643
 DD1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT837310(NAD 83)
 DD1643_MARKER: DD = SURVEY DISK
 DD1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1643_SP_SET: CONCRETE POST
 DD1643_STAMPING: VERT 26-044
 DD1643_MARK LOGO: SCGS  
 DD1643_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1643_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1643+STABILITY: SURFACE MOTION
 DD1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1643+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1643
 DD1643  HISTORY     - Date     Condition        Report By
 DD1643  HISTORY     - 1979     MONUMENTED       MGA
 DD1643  HISTORY     - 1986     GOOD             SCGS
 DD1643  HISTORY     - 1987     GOOD             USPSQD
 DD1643  HISTORY     - 19920717 GOOD             NGS
 DD1643
 DD1643                          STATION DESCRIPTION
 DD1643
 DD1643'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1643'15.1 KM (9.4 MI) SSE FROM CONWAY.
 DD1643'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1643'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1643'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1643'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1643'HIGHWAY 501, CONTINUE 11.9 KM (7.4 MI) SOUTH ALONG STATE HIGHWAY 544,
 DD1643'SET NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A SAND ROAD LEADING
 DD1643'WEST SOUTHWEST, 6.95 METERS (22.8 FT) NORTH NORTHWEST OF THE CENTER OF
 DD1643'THE SAND ROAD, 0.35 METER (1.15 FT) SOUTH OF THE POWER POLE 92 1/2,
 DD1643'10.05 METERS (32.97 FT) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY.
 DD1643'THE MARK IS 0.15 METERS  SSW FROM A WITNESS POST.
 DD1643
 DD1643                          STATION RECOVERY (1987)
 DD1643
 DD1643'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1643'RECOVERED IN GOOD CONDITION.
 DD1643
 DD1643                          STATION RECOVERY (1992)
 DD1643
 DD1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1643'9.8 KM (6.10 MI) NORTHERLY ALONG STATE HIGHWAY 544 FROM THE JUNCTION
 DD1643'OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, 10.1 M (33.1 FT)
 DD1643'SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 6.6 M (21.7 FT)
 DD1643'SOUTHEAST OF THE CENTER OF A ROAD, 0.7 M (2.3 FT) SOUTH-SOUTHEAST OF
 DD1643'UTILITY POLE NUMBER 20 92 1/2 2 10, 0.2 M (0.7 FT) SOUTH-SOUTHWEST OF
 DD1643'A WITNESS POST, AND THE MONUMENT PROJECTS 0.07 M (0.23 FT) ABOVE THE
 DD1643'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1647 ***********************************************************************
 DD1647  DESIGNATION -  26 045
 DD1647  PID         -  DD1647
 DD1647  STATE/COUNTY-  SC/HORRY
 DD1647  USGS QUAD   -  BUCKSVILLE (1973)
 DD1647
 DD1647                         *CURRENT SURVEY CONTROL
 DD1647  ___________________________________________________________________
 DD1647* NAD 83(1986)-  33 43 53.     (N)    079 01 29.     (W)     SCALED    
 DD1647* NAVD 88     -         6.430  (meters)      21.10   (feet)  ADJUSTED  
 DD1647  ___________________________________________________________________
 DD1647  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DD1647  DYNAMIC HT  -           6.424 (meters)      21.08  (feet)  COMP
 DD1647  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 DD1647
 DD1647  VERT ORDER  -  FIRST     CLASS II
 DD1647
 DD1647.The horizontal coordinates were scaled from a topographic map and have
 DD1647.an estimated accuracy of +/- 6 seconds.
 DD1647
 DD1647.The orthometric height was determined by differential leveling
 DD1647.and adjusted by the National Geodetic Survey in June 1991..
 DD1647
 DD1647.The geoid height was determined by GEOID03.
 DD1647
 DD1647.The dynamic height is computed by dividing the NAVD 88
 DD1647.geopotential number by the normal gravity value computed on the
 DD1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1647.degrees latitude (g = 980.6199 gals.).
 DD1647
 DD1647.The modeled gravity was interpolated from observed gravity values.
 DD1647
 DD1647;                    North         East    Units  Estimated Accuracy
 DD1647;SPC SC       -   212,240.      792,610.      MT  (+/- 180 meters Scaled)
 DD1647
 DD1647                          SUPERSEDED SURVEY CONTROL
 DD1647
 DD1647  NGVD 29 (03/21/89)    6.742  (m)           22.12   (f) ADJUSTED    1 2
 DD1647
 DD1647.Superseded values are not recommended for survey control.
 DD1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1647.See file dsdata.txt to determine how the superseded data were derived.
 DD1647
 DD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT829341(NAD 83)
 DD1647_MARKER: DD = SURVEY DISK
 DD1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1647_SP_SET: CONCRETE POST
 DD1647_STAMPING: VERT 26 - 045
 DD1647_MARK LOGO: SCGS  
 DD1647_PROJECTION: FLUSH
 DD1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1647+STABILITY: SURFACE MOTION
 DD1647
 DD1647  HISTORY     - Date     Condition        Report By
 DD1647  HISTORY     - 1979     MONUMENTED       MGA
 DD1647  HISTORY     - 1986     GOOD             SCGS
 DD1647  HISTORY     - 1987     GOOD             USPSQD
 DD1647
 DD1647                          STATION DESCRIPTION
 DD1647
 DD1647'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1647'11.9 KM (7.4 MI) SSE FROM CONWAY.
 DD1647'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1647'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1647'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1647'HIGHWAY 501, CONTINUE 8.6 KM (5.35 MI) SOUTH ALONG STATE HIGHWAY 544,
 DD1647'SET NEAR A TELEPHONE JUNCTION BOX IN THE NORTHWEST ANGLE OF STATE ROAD
 DD1647'814, 12.35 METERS (40.52 FT) WEST NORTHWEST OF THE CENTER OF THE
 DD1647'HIGHWAY, 10.1 METERS (33.14 FT) NORTH NORTHEAST OF THE CENTER OF THE
 DD1647'STATE ROAD, 6.24 METERS (20.47 FT) SOUTHEAST OF A BLAZED 12 INCH PINE
 DD1647'TREE, 1.85 METERS (6.07 FT) NORTHWEST OF THE TELEPHONE JUNCTION BOX.
 DD1647'THE MARK IS 0.30 METERS  ESE FROM A WITNESS POST.
 DD1647'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1647
 DD1647                          STATION RECOVERY (1987)
 DD1647
 DD1647'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1649 ***********************************************************************
 DD1649  DESIGNATION -  26 046
 DD1649  PID         -  DD1649
 DD1649  STATE/COUNTY-  SC/HORRY
 DD1649  USGS QUAD   -  BUCKSVILLE (1973)
 DD1649
 DD1649                         *CURRENT SURVEY CONTROL
 DD1649  ___________________________________________________________________
 DD1649* NAD 83(1986)-  33 44 54.     (N)    079 01 18.     (W)     SCALED    
 DD1649* NAVD 88     -        10.464  (meters)      34.33   (feet)  ADJUSTED  
 DD1649  ___________________________________________________________________
 DD1649  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DD1649  DYNAMIC HT  -          10.454 (meters)      34.30  (feet)  COMP
 DD1649  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 DD1649
 DD1649  VERT ORDER  -  FIRST     CLASS II
 DD1649
 DD1649.The horizontal coordinates were scaled from a topographic map and have
 DD1649.an estimated accuracy of +/- 6 seconds.
 DD1649
 DD1649.The orthometric height was determined by differential leveling
 DD1649.and adjusted by the National Geodetic Survey in June 1991..
 DD1649
 DD1649.The geoid height was determined by GEOID03.
 DD1649
 DD1649.The dynamic height is computed by dividing the NAVD 88
 DD1649.geopotential number by the normal gravity value computed on the
 DD1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1649.degrees latitude (g = 980.6199 gals.).
 DD1649
 DD1649.The modeled gravity was interpolated from observed gravity values.
 DD1649
 DD1649;                    North         East    Units  Estimated Accuracy
 DD1649;SPC SC       -   214,120.      792,860.      MT  (+/- 180 meters Scaled)
 DD1649
 DD1649                          SUPERSEDED SURVEY CONTROL
 DD1649
 DD1649  NGVD 29 (03/21/89)   10.777  (m)           35.36   (f) ADJUSTED    1 2
 DD1649
 DD1649.Superseded values are not recommended for survey control.
 DD1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1649.See file dsdata.txt to determine how the superseded data were derived.
 DD1649
 DD1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT832360(NAD 83)
 DD1649_MARKER: DD = SURVEY DISK
 DD1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1649_SP_SET: CONCRETE POST
 DD1649_STAMPING: VERT 26 - 046
 DD1649_MARK LOGO: SCGS  
 DD1649_PROJECTION: FLUSH
 DD1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1649+STABILITY: SURFACE MOTION
 DD1649
 DD1649  HISTORY     - Date     Condition        Report By
 DD1649  HISTORY     - 1979     MONUMENTED       MGA
 DD1649  HISTORY     - 1986     GOOD             SCGS
 DD1649  HISTORY     - 1987     GOOD             USPSQD
 DD1649
 DD1649                          STATION DESCRIPTION
 DD1649
 DD1649'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1649'10.0 KM (6.2 MI) SSE FROM CONWAY.
 DD1649'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1649'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1649'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1649'HIGHWAY 501, CONTINUE 6.7 KM (4.15 MI) SOUTH ALONG STATE HIGHWAY 544,
 DD1649'SET IN THE SOUTHWEST ANGLE OF PINE CREST CIRCLE, 8.9 METERS (29.2 FT)
 DD1649'WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 8.4 METERS (27.56 FT)
 DD1649'SOUTH SOUTHWEST OF THE CENTER OF PINE CREST CIRCLE, 5.19 METERS
 DD1649'(17.03 FT) NORTH NORTHEAST OF A BLAZED 15 INCH PINE TREE, 1.34 METERS
 DD1649'(4.4 FT) WEST SOUTHWEST OF A TELEPHONE JUNCTION BOX.
 DD1649'THE MARK IS 0.25 METERS  NNE FROM A WITNESS POST.
 DD1649'THE MARK IS 0.50 M BELOW HIGHWAY.
 DD1649
 DD1649                          STATION RECOVERY (1987)
 DD1649
 DD1649'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1656 ***********************************************************************
 DD1656  DESIGNATION -  26 048
 DD1656  PID         -  DD1656
 DD1656  STATE/COUNTY-  SC/HORRY
 DD1656  USGS QUAD   -  CONWAY (1980)
 DD1656
 DD1656                         *CURRENT SURVEY CONTROL
 DD1656  ___________________________________________________________________
 DD1656* NAD 83(1986)-  33 46 42.     (N)    079 01 17.     (W)     SCALED    
 DD1656* NAVD 88     -        12.720  (meters)      41.73   (feet)  ADJUSTED  
 DD1656  ___________________________________________________________________
 DD1656  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DD1656  DYNAMIC HT  -          12.707 (meters)      41.69  (feet)  COMP
 DD1656  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 DD1656
 DD1656  VERT ORDER  -  FIRST     CLASS II
 DD1656
 DD1656.The horizontal coordinates were scaled from a topographic map and have
 DD1656.an estimated accuracy of +/- 6 seconds.
 DD1656
 DD1656.The orthometric height was determined by differential leveling
 DD1656.and adjusted by the National Geodetic Survey in June 1991..
 DD1656
 DD1656.The geoid height was determined by GEOID03.
 DD1656
 DD1656.The dynamic height is computed by dividing the NAVD 88
 DD1656.geopotential number by the normal gravity value computed on the
 DD1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1656.degrees latitude (g = 980.6199 gals.).
 DD1656
 DD1656.The modeled gravity was interpolated from observed gravity values.
 DD1656
 DD1656;                    North         East    Units  Estimated Accuracy
 DD1656;SPC SC       -   217,450.      792,820.      MT  (+/- 180 meters Scaled)
 DD1656
 DD1656                          SUPERSEDED SURVEY CONTROL
 DD1656
 DD1656  NGVD 29 (03/21/89)   13.032  (m)           42.76   (f) ADJUSTED    1 2
 DD1656
 DD1656.Superseded values are not recommended for survey control.
 DD1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1656.See file dsdata.txt to determine how the superseded data were derived.
 DD1656
 DD1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT832393(NAD 83)
 DD1656_MARKER: DD = SURVEY DISK
 DD1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1656_SP_SET: CONCRETE POST
 DD1656_STAMPING: VERT 26 - 048
 DD1656_MARK LOGO: SCGS  
 DD1656_PROJECTION: RECESSED 30 CENTIMETERS
 DD1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1656+STABILITY: SURFACE MOTION
 DD1656
 DD1656  HISTORY     - Date     Condition        Report By
 DD1656  HISTORY     - 1979     MONUMENTED       MGA
 DD1656  HISTORY     - 1986     GOOD             SCGS
 DD1656
 DD1656                          STATION DESCRIPTION
 DD1656
 DD1656'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1656'7.2 KM (4.5 MI) SSE FROM CONWAY.
 DD1656'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1656'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1656'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1656'HIGHWAY 501, CONTINUE 3.3 KM (2.05 MI) SOUTH ALONG STATE HIGHWAY 544,
 DD1656'SET NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF THE NORTH ENTRANCE
 DD1656'DRIVE TO THE SWEETWATER BRANCH BAPTIST CHURCH, 11.7 METERS (38.39 FT)
 DD1656'WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 9.1 METERS (29.86 FT)
 DD1656'NORTH NORTHWEST OF THE NORTHEAST CORNER OF THE BRICK BASE OF A SIGN
 DD1656'(SWEETWATER BRANCH BAPTIST CHURCH), 6.3 METERS (20.67 FT) SOUTH OF THE
 DD1656'CENTER OF THE NORTH ENTRANCE DRIVE, 2.18 METERS (7.15 FT) NORTH
 DD1656'NORTHEAST OF THE POWER POLE, 34.72 METERS (113.91 FT) EAST NORTHEAST
 DD1656'OF THE NORTHEAST CORNER OF THE CHURCH.
 DD1656'THE MARK IS 2.50 METERS  E FROM A WITNESS POST.
 DD1656'THE MARK IS 1.00 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1658 ***********************************************************************
 DD1658  DESIGNATION -  26 049
 DD1658  PID         -  DD1658
 DD1658  STATE/COUNTY-  SC/HORRY
 DD1658  USGS QUAD   -  CONWAY (1980)
 DD1658
 DD1658                         *CURRENT SURVEY CONTROL
 DD1658  ___________________________________________________________________
 DD1658* NAD 83(1986)-  33 47 32.     (N)    079 01 08.     (W)     SCALED    
 DD1658* NAVD 88     -        12.058  (meters)      39.56   (feet)  ADJUSTED  
 DD1658  ___________________________________________________________________
 DD1658  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DD1658  DYNAMIC HT  -          12.046 (meters)      39.52  (feet)  COMP
 DD1658  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 DD1658
 DD1658  VERT ORDER  -  FIRST     CLASS II
 DD1658
 DD1658.The horizontal coordinates were scaled from a topographic map and have
 DD1658.an estimated accuracy of +/- 6 seconds.
 DD1658
 DD1658.The orthometric height was determined by differential leveling
 DD1658.and adjusted by the National Geodetic Survey in June 1991..
 DD1658
 DD1658.The geoid height was determined by GEOID03.
 DD1658
 DD1658.The dynamic height is computed by dividing the NAVD 88
 DD1658.geopotential number by the normal gravity value computed on the
 DD1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1658.degrees latitude (g = 980.6199 gals.).
 DD1658
 DD1658.The modeled gravity was interpolated from observed gravity values.
 DD1658
 DD1658;                    North         East    Units  Estimated Accuracy
 DD1658;SPC SC       -   218,990.      793,020.      MT  (+/- 180 meters Scaled)
 DD1658
 DD1658                          SUPERSEDED SURVEY CONTROL
 DD1658
 DD1658  NGVD 29 (03/21/89)   12.370  (m)           40.58   (f) ADJUSTED    1 2
 DD1658
 DD1658.Superseded values are not recommended for survey control.
 DD1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1658.See file dsdata.txt to determine how the superseded data were derived.
 DD1658
 DD1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT834408(NAD 83)
 DD1658_MARKER: DD = SURVEY DISK
 DD1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1658_SP_SET: CONCRETE POST
 DD1658_STAMPING: VERT 26 - 049
 DD1658_MARK LOGO: SCGS  
 DD1658_PROJECTION: FLUSH
 DD1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1658+STABILITY: SURFACE MOTION
 DD1658
 DD1658  HISTORY     - Date     Condition        Report By
 DD1658  HISTORY     - 1979     MONUMENTED       MGA
 DD1658  HISTORY     - 1986     GOOD             SCGS
 DD1658  HISTORY     - 1987     GOOD             USPSQD
 DD1658
 DD1658                          STATION DESCRIPTION
 DD1658
 DD1658'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1658'6.1 KM (3.8 MI) SE FROM CONWAY.
 DD1658'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1658'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1658'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1658'HIGHWAY 501, CONTINUE 1.8 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 544,
 DD1658'SET NEAR A POWER POLE AT THE JUNCTION OF STATE ROAD 953 (ENTRANCE TO
 DD1658'COASTAL CAROLINA COLLEGE), 10.7 METERS (35.11 FT) WEST OF THE CENTER
 DD1658'OF THE HIGHWAY, 5.15 METERS (16.9 FT) NORTH OF THE EXTENDED CENTER OF
 DD1658'THE EXIT ROAD FROM THE COLLEGE, 7.7 METERS (25.25 FT) EAST NORTHEAST
 DD1658'OF THE NORTHEAST CORNER OF A HEADSTONE (JENKINS) IN THE HILLCREST
 DD1658'CEMETARY, 1.4 METERS (4.59 FT) SOUTHWEST OF THE POWER POLE.
 DD1658'THE MARK IS 1.13 METERS  SW FROM A WITNESS POST.
 DD1658'THE MARK IS 0.50 M BELOW HIGHWAY.
 DD1658
 DD1658                          STATION RECOVERY (1987)
 DD1658
 DD1658'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1487 ***********************************************************************
 DD1487  DESIGNATION -  26 100
 DD1487  PID         -  DD1487
 DD1487  STATE/COUNTY-  SC/HORRY
 DD1487  USGS QUAD   -  BROOKGREEN (1973)
 DD1487
 DD1487                         *CURRENT SURVEY CONTROL
 DD1487  ___________________________________________________________________
 DD1487* NAD 83(1986)-  33 34 43.     (N)    079 01 17.     (W)     SCALED    
 DD1487* NAVD 88     -         7.648  (meters)      25.09   (feet)  ADJUSTED  
 DD1487  ___________________________________________________________________
 DD1487  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1487  DYNAMIC HT  -           7.640 (meters)      25.07  (feet)  COMP
 DD1487  MODELED GRAV-     979,585.5   (mgal)                       NAVD 88
 DD1487
 DD1487  VERT ORDER  -  FIRST     CLASS II
 DD1487
 DD1487.The horizontal coordinates were scaled from a topographic map and have
 DD1487.an estimated accuracy of +/- 6 seconds.
 DD1487
 DD1487.The orthometric height was determined by differential leveling
 DD1487.and adjusted by the National Geodetic Survey in June 1991..
 DD1487
 DD1487.The geoid height was determined by GEOID03.
 DD1487
 DD1487.The dynamic height is computed by dividing the NAVD 88
 DD1487.geopotential number by the normal gravity value computed on the
 DD1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1487.degrees latitude (g = 980.6199 gals.).
 DD1487
 DD1487.The modeled gravity was interpolated from observed gravity values.
 DD1487
 DD1487;                    North         East    Units  Estimated Accuracy
 DD1487;SPC SC       -   195,300.      793,240.      MT  (+/- 180 meters Scaled)
 DD1487
 DD1487                          SUPERSEDED SURVEY CONTROL
 DD1487
 DD1487  NGVD 29 (05/09/91)    7.973  (m)           26.16   (f) ADJUSTED    1 2
 DD1487
 DD1487.Superseded values are not recommended for survey control.
 DD1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1487.See file dsdata.txt to determine how the superseded data were derived.
 DD1487
 DD1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT836171(NAD 83)
 DD1487_MARKER: DD = SURVEY DISK
 DD1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1487_SP_SET: CONCRETE POST
 DD1487_STAMPING: VERT 26 100 1986
 DD1487_MARK LOGO: SCGS  
 DD1487_PROJECTION: FLUSH
 DD1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1487+STABILITY: SURFACE MOTION
 DD1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1487+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1487
 DD1487  HISTORY     - Date     Condition        Report By
 DD1487  HISTORY     - 1986     MONUMENTED       SCGS
 DD1487  HISTORY     - 19900430 GOOD             NGS
 DD1487
 DD1487                          STATION DESCRIPTION
 DD1487
 DD1487'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1487'1.8 KM (1.1 MI) NE FROM MURRELLS INLET.
 DD1487'THE MARK IS 0.30 M ABOVE CONCRETE DRIVE.
 DD1487'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1487'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 1.5 KM (0.95 MI)
 DD1487'NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR THE WEST CORNER OF
 DD1487'THE MOUNT GILEAD EXECUTIVE OFFICES IN THE EAST ANGLE OF MOUNT GILEAD
 DD1487'ROAD, 28.3 METERS (92.85 FT) SOUTHEAST OF A POWER POLE 21226/121-2A,
 DD1487'3.55 METERS (11.65 FT) SOUTHWEST OF THE WEST CORNER OF THE OFFICE
 DD1487'BUILDING, 28.65 METERS (94.0 FT) SOUTH SOUTHEAST OF THE CENTER OF THE
 DD1487'NORTHBOUND LANES OF THE HIGHWAY, 28.6 METERS (93.83 FT) EAST NORTHEAST
 DD1487'OF THE CENTER OF THE ROAD, 20.38 METERS (66.86 FT) NORTHWEST OF A 10
 DD1487'INCH LIVE OAK TREE.
 DD1487
 DD1487                          STATION RECOVERY (1990)
 DD1487
 DD1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1487'1.5 KM (0.93 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1487'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 707 IN MURRELLS INLET,
 DD1487'27.6 M (90.55 FT) EAST-NORTHEAST OF THE CENTER OF GILEAD ROAD, 26.9 M
 DD1487'(88.25 FT) SOUTH-SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 DD1487'NORTHBOUND LANES OF THE HIGHWAY, 22.4 M (73.49 FT) SOUTH OF UTILITY
 DD1487'POLE NUMBER 82684, 3.6 M (11.81 FT) WEST-SOUTHWEST OF THE WEST CORNER
 DD1487'OF THE MOUNT GILEAD EXECUTIVE OFFICES, AND IN A CONCRETE MONUMENT
 DD1487'THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1489 ***********************************************************************
 DD1489  DESIGNATION -  26 101
 DD1489  PID         -  DD1489
 DD1489  STATE/COUNTY-  SC/HORRY
 DD1489  USGS QUAD   -  BROOKGREEN (1973)
 DD1489
 DD1489                         *CURRENT SURVEY CONTROL
 DD1489  ___________________________________________________________________
 DD1489* NAD 83(1986)-  33 35 08.     (N)    079 00 44.     (W)     SCALED    
 DD1489* NAVD 88     -         6.719  (meters)      22.04   (feet)  ADJUSTED  
 DD1489  ___________________________________________________________________
 DD1489  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1489  DYNAMIC HT  -           6.712 (meters)      22.02  (feet)  COMP
 DD1489  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 DD1489
 DD1489  VERT ORDER  -  FIRST     CLASS II
 DD1489
 DD1489.The horizontal coordinates were scaled from a topographic map and have
 DD1489.an estimated accuracy of +/- 6 seconds.
 DD1489
 DD1489.The orthometric height was determined by differential leveling
 DD1489.and adjusted by the National Geodetic Survey in June 1991..
 DD1489
 DD1489.The geoid height was determined by GEOID03.
 DD1489
 DD1489.The dynamic height is computed by dividing the NAVD 88
 DD1489.geopotential number by the normal gravity value computed on the
 DD1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1489.degrees latitude (g = 980.6199 gals.).
 DD1489
 DD1489.The modeled gravity was interpolated from observed gravity values.
 DD1489
 DD1489;                    North         East    Units  Estimated Accuracy
 DD1489;SPC SC       -   196,090.      794,080.      MT  (+/- 180 meters Scaled)
 DD1489
 DD1489                          SUPERSEDED SURVEY CONTROL
 DD1489
 DD1489  NGVD 29 (05/09/91)    7.044  (m)           23.11   (f) ADJUSTED    1 2
 DD1489
 DD1489.Superseded values are not recommended for survey control.
 DD1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1489.See file dsdata.txt to determine how the superseded data were derived.
 DD1489
 DD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT844179(NAD 83)
 DD1489_MARKER: DD = SURVEY DISK
 DD1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1489_SP_SET: CONCRETE POST
 DD1489_STAMPING: VERT 26 101 1986
 DD1489_MARK LOGO: SCGS  
 DD1489_PROJECTION: FLUSH
 DD1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1489+STABILITY: SURFACE MOTION
 DD1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1489+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1489
 DD1489  HISTORY     - Date     Condition        Report By
 DD1489  HISTORY     - 1986     MONUMENTED       SCGS
 DD1489  HISTORY     - 19900430 GOOD             NGS
 DD1489
 DD1489                          STATION DESCRIPTION
 DD1489
 DD1489'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1489'1.6 KM (1.0 MI) NW FROM GARDEN CITY BEACH.
 DD1489'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1489'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1489'ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A LONE MAGNOLIA TREE AT THE
 DD1489'NORTHEAST CORNER OF A BUILDING IN THE SOUTHEAST ANGLE OF STATE ROAD 51
 DD1489'(ATLANTIC AVENUE), 31.5 METERS (103.35 FT) SOUTH SOUTHEAST OF A POWER
 DD1489'POLE 8AB, 41.3 METERS (135.5 FT) SOUTHEAST OF THE CENTER OF THE
 DD1489'NORTHBOUND LANES OF THE HIGHWAY, 32.74 METERS (107.41 FT) SOUTHWEST OF
 DD1489'THE CENTER OF THE STATE ROAD, 2.0 METERS (6.56 FT) NORTHWEST OF THE
 DD1489'DOUBLE TRUNK MAGNOLIA TREE.
 DD1489'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1489
 DD1489                          STATION RECOVERY (1990)
 DD1489
 DD1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1522 ***********************************************************************
 DD1522  DESIGNATION -  26 102
 DD1522  PID         -  DD1522
 DD1522  STATE/COUNTY-  SC/HORRY
 DD1522  USGS QUAD   -  BROOKGREEN (1973)
 DD1522
 DD1522                         *CURRENT SURVEY CONTROL
 DD1522  ___________________________________________________________________
 DD1522* NAD 83(1986)-  33 35 32.     (N)    079 00 13.     (W)     SCALED    
 DD1522* NAVD 88     -         6.729  (meters)      22.08   (feet)  ADJUSTED  
 DD1522  ___________________________________________________________________
 DD1522  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1522  DYNAMIC HT  -           6.722 (meters)      22.05  (feet)  COMP
 DD1522  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 DD1522
 DD1522  VERT ORDER  -  FIRST     CLASS II
 DD1522
 DD1522.The horizontal coordinates were scaled from a topographic map and have
 DD1522.an estimated accuracy of +/- 6 seconds.
 DD1522
 DD1522.The orthometric height was determined by differential leveling
 DD1522.and adjusted by the National Geodetic Survey in June 1991..
 DD1522
 DD1522.The geoid height was determined by GEOID03.
 DD1522
 DD1522.The dynamic height is computed by dividing the NAVD 88
 DD1522.geopotential number by the normal gravity value computed on the
 DD1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1522.degrees latitude (g = 980.6199 gals.).
 DD1522
 DD1522.The modeled gravity was interpolated from observed gravity values.
 DD1522
 DD1522;                    North         East    Units  Estimated Accuracy
 DD1522;SPC SC       -   196,840.      794,860.      MT  (+/- 180 meters Scaled)
 DD1522
 DD1522                          SUPERSEDED SURVEY CONTROL
 DD1522
 DD1522  NGVD 29 (03/21/89)    7.055  (m)           23.15   (f) ADJUSTED    1 2
 DD1522
 DD1522.Superseded values are not recommended for survey control.
 DD1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1522.See file dsdata.txt to determine how the superseded data were derived.
 DD1522
 DD1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT852187(NAD 83)
 DD1522_MARKER: DD = SURVEY DISK
 DD1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1522_SP_SET: CONCRETE POST
 DD1522_STAMPING: VERT 26 102 1986
 DD1522_MARK LOGO: SCGS  
 DD1522_PROJECTION: FLUSH
 DD1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1522
 DD1522  HISTORY     - Date     Condition        Report By
 DD1522  HISTORY     - 1986     MONUMENTED       SCGS
 DD1522
 DD1522                          STATION DESCRIPTION
 DD1522
 DD1522'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1522'1.8 KM (1.1 MI) NNW FROM GARDEN CITY BEACH.
 DD1522'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1522'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 3.8 KM (2.35 MI)
 DD1522'NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS, SET IN THE MEDIAN AT THE
 DD1522'ENTRANCE TO SALTERS COVE, 18.5 METERS (60.7 FT) SOUTH SOUTHEAST OF THE
 DD1522'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.3 METERS (17.39 FT)
 DD1522'EAST NORTHEAST OF THE CENTER OF THE ENTRANCE DRIVE, 5.85 METERS
 DD1522'(19.19 FT) WEST SOUTHWEST OF THE CENTER OF THE EXIT DRIVE, 6.14 METERS
 DD1522'(20.14 FT) NORTHWEST OF A 26 INCH LIVE OAK TREE.
 DD1522'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1524 ***********************************************************************
 DD1524  DESIGNATION -  26 103
 DD1524  PID         -  DD1524
 DD1524  STATE/COUNTY-  SC/HORRY
 DD1524  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1524
 DD1524                         *CURRENT SURVEY CONTROL
 DD1524  ___________________________________________________________________
 DD1524* NAD 83(1986)-  33 35 45.     (N)    078 59 55.     (W)     SCALED    
 DD1524* NAVD 88     -         6.414  (meters)      21.04   (feet)  ADJUSTED  
 DD1524  ___________________________________________________________________
 DD1524  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1524  DYNAMIC HT  -           6.407 (meters)      21.02  (feet)  COMP
 DD1524  MODELED GRAV-     979,591.3   (mgal)                       NAVD 88
 DD1524
 DD1524  VERT ORDER  -  FIRST     CLASS II
 DD1524
 DD1524.The horizontal coordinates were scaled from a topographic map and have
 DD1524.an estimated accuracy of +/- 6 seconds.
 DD1524
 DD1524.The orthometric height was determined by differential leveling
 DD1524.and adjusted by the National Geodetic Survey in June 1991..
 DD1524
 DD1524.The geoid height was determined by GEOID03.
 DD1524
 DD1524.The dynamic height is computed by dividing the NAVD 88
 DD1524.geopotential number by the normal gravity value computed on the
 DD1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1524.degrees latitude (g = 980.6199 gals.).
 DD1524
 DD1524.The modeled gravity was interpolated from observed gravity values.
 DD1524
 DD1524;                    North         East    Units  Estimated Accuracy
 DD1524;SPC SC       -   197,250.      795,320.      MT  (+/- 180 meters Scaled)
 DD1524
 DD1524                          SUPERSEDED SURVEY CONTROL
 DD1524
 DD1524  NGVD 29 (03/21/89)    6.740  (m)           22.11   (f) ADJUSTED    1 2
 DD1524
 DD1524.Superseded values are not recommended for survey control.
 DD1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1524.See file dsdata.txt to determine how the superseded data were derived.
 DD1524
 DD1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT857191(NAD 83)
 DD1524_MARKER: DD = SURVEY DISK
 DD1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1524_SP_SET: CONCRETE POST
 DD1524_STAMPING: VERT 26 103 1986
 DD1524_MARK LOGO: SCGS  
 DD1524_PROJECTION: FLUSH
 DD1524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1524
 DD1524  HISTORY     - Date     Condition        Report By
 DD1524  HISTORY     - 1986     MONUMENTED       SCGS
 DD1524  HISTORY     - 20021118 MARK NOT FOUND   USPSQD
 DD1524  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD1524
 DD1524                          STATION DESCRIPTION
 DD1524
 DD1524'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1524'2.1 KM (1.3 MI) NORTH FROM GARDEN CITY BEACH.
 DD1524'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1524'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 4.4 KM (2.75 MI)
 DD1524'NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR THE NORTHEAST
 DD1524'CORNER OF A PANTRY FOOD STORE IN THE SOUTHEAST ANGLE OF STATE ROAD 71
 DD1524'(WOODLAWN DRIVE), MAY ALSO BE REACHED BY GOING 4.75 KM (2.95 MI)
 DD1524'SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE JUNCTION OF STATE
 DD1524'HIGHWAY 544 IN SURFSIDE BEACH, 4.4 METERS (14.44 FT) EAST SOUTHEAST OF
 DD1524'THE NORTHEAST CORNER OF THE BUILDING, 48.9 METERS (160.43 FT)
 DD1524'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD1524'21.8 METERS (71.52 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 DD1524'21.9 METERS (71.85 FT) WEST NORTHWEST OF A POWER POLE NUMBER 18170.
 DD1524'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1524
 DD1524                          STATION RECOVERY (2002)
 DD1524
 DD1524'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1524'LATITUDE AND LONGITUDE VERIFIED BY DGPS WAAS PANTRY STORE UNDER
 DD1524'RECONSTRUCTION. MEASURED REFERENCES AND SEARCHED WITH PROBE AND METAL
 DD1524'DETECTOR
 DD1524
 DD1524                          STATION RECOVERY (2004)
 DD1524
 DD1524'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1525 ***********************************************************************
 DD1525  DESIGNATION -  26 104
 DD1525  PID         -  DD1525
 DD1525  STATE/COUNTY-  SC/HORRY
 DD1525  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1525
 DD1525                         *CURRENT SURVEY CONTROL
 DD1525  ___________________________________________________________________
 DD1525* NAD 83(1986)-  33 35 58.     (N)    078 59 35.     (W)     SCALED    
 DD1525* NAVD 88     -         6.103  (meters)      20.02   (feet)  ADJUSTED  
 DD1525  ___________________________________________________________________
 DD1525  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1525  DYNAMIC HT  -           6.096 (meters)      20.00  (feet)  COMP
 DD1525  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 DD1525
 DD1525  VERT ORDER  -  FIRST     CLASS II
 DD1525
 DD1525.The horizontal coordinates were scaled from a topographic map and have
 DD1525.an estimated accuracy of +/- 6 seconds.
 DD1525
 DD1525.The orthometric height was determined by differential leveling
 DD1525.and adjusted by the National Geodetic Survey in June 1991..
 DD1525
 DD1525.The geoid height was determined by GEOID03.
 DD1525
 DD1525.The dynamic height is computed by dividing the NAVD 88
 DD1525.geopotential number by the normal gravity value computed on the
 DD1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1525.degrees latitude (g = 980.6199 gals.).
 DD1525
 DD1525.The modeled gravity was interpolated from observed gravity values.
 DD1525
 DD1525;                    North         East    Units  Estimated Accuracy
 DD1525;SPC SC       -   197,660.      795,830.      MT  (+/- 180 meters Scaled)
 DD1525
 DD1525                          SUPERSEDED SURVEY CONTROL
 DD1525
 DD1525  NGVD 29 (03/21/89)    6.429  (m)           21.09   (f) ADJUSTED    1 2
 DD1525
 DD1525.Superseded values are not recommended for survey control.
 DD1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1525.See file dsdata.txt to determine how the superseded data were derived.
 DD1525
 DD1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT862195(NAD 83)
 DD1525_MARKER: DD = SURVEY DISK
 DD1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1525_SP_SET: CONCRETE POST
 DD1525_STAMPING: VERT 26 104 1986
 DD1525_MARK LOGO: SCGS  
 DD1525_PROJECTION: FLUSH
 DD1525_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1525+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 DD1525
 DD1525  HISTORY     - Date     Condition        Report By
 DD1525  HISTORY     - 1986     MONUMENTED       SCGS
 DD1525  HISTORY     - 19970609 GOOD             SCGS
 DD1525
 DD1525                          STATION DESCRIPTION
 DD1525
 DD1525'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1525'4.4 KM (2.75 MI) SW FROM SURFSIDE BEACH.
 DD1525'4.2 KM (2.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1525'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THENCE 0.1 KM
 DD1525'(0.05 MI) SOUTHEAST ALONG STATE ROAD 517 (MELODY LANE), THENCE 0.2 KM
 DD1525'(0.1 MI) SOUTHWEST ALONG A PAVED ENTRANCE ROAD LEADING TO OCEAN SIDE
 DD1525'VILLAGE, SET NEAR A HICKORY TREE IN A MEDIAN BEFORE A OFFICE BUILDING,
 DD1525'1.92 METERS (6.3 FT) WEST SOUTHWEST OF THE 20 INCH HICKORY TREE,
 DD1525'21.6 METERS (70.87 FT) EAST OF A 24 INCH MAGNOLIA TREE, 4.67 METERS
 DD1525'(15.32 FT) SOUTHEAST OF THE CENTER OF A PAVED ROAD LEADING
 DD1525'SOUTHWESTERLY ALONG THE NORTH SIDE OF THE OFFICE BUILDING,
 DD1525'14.62 METERS (47.97 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING
 DD1525'SOUTHERLY ALONG THE EAST SIDE OF THE OFFICE BUILDING, 23.0 METERS
 DD1525'(75.46 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE OFFICE BUILDING,
 DD1525'6.6 METERS (21.65 FT) NORTH NORTHWEST OF A LIGHT POLE NUMBER 57599.
 DD1525'THE MARK IS 0.30 M ABOVE PAVED ROAD.
 DD1525
 DD1525                          STATION RECOVERY (1997)
 DD1525
 DD1525'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1525'STATION IS LOCATED 1.25 MILES (2.01 KM) SOUTHWEST OF SURFSIDE BEACH,
 DD1525'16.7 MILES (26.9 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD1525'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1525'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1525'17 BUSINESS (HIGHWAY 17) AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.7
 DD1525'MILES (2.7 KM) NORTHEAST OF SURFSIDE BEACH, GO SOUTHWEST ON HIGHWAY 17
 DD1525'BUSINESS FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE ROAD 517
 DD1525'(MELODY LANE) , TURN LEFT ON ROAD 517 FOR 0.05 MILE (0.08 KM) TO THE
 DD1525'ENTRANCE TO OCEANSIDE VILLAGE, TURN RIGHT ON THE ENTRANCE ROAD FOR
 DD1525'0.05 MILE (0.08 KM) TO A GUARD BOOTH, CONTINUE AHEAD FOR 0.05 MILE
 DD1525'(0.08 KM) TO AN ISLAND WITH FOUR PALMETTO TREES AND THE STATION IN THE
 DD1525'WEST EDGE OF THE ISLAND.  STATION IS A CONCRETE POST PROJECTING 0.1
 DD1525'FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 16.9 FEET (5.2 M)
 DD1525'SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD, 11.9 FEET (3.6 M) NORTH
 DD1525'OF THE NORTH CORNER OF A TELEPHONE JUNCTION BOX NUMBER 231, 43.7 FEET
 DD1525'(13.3 M) WEST OF THE CENTER OF A ROAD FORK LEADING SOUTHEAST, 75.5
 DD1525'FEET (23.0 M) NORTH NORTHEAST OF THE NORTH CORNER OF A BRICK AND WOOD
 DD1525'OFFICE BUILDING, 12.8 FEET (3.9 M) NORTHEAST OF A STOP SIGN POST,
 DD1525'128.6 FEET (39.2 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DD1525'GUARD BOOTH.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1527 ***********************************************************************
 DD1527  DESIGNATION -  26 105
 DD1527  PID         -  DD1527
 DD1527  STATE/COUNTY-  SC/HORRY
 DD1527  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1527
 DD1527                         *CURRENT SURVEY CONTROL
 DD1527  ___________________________________________________________________
 DD1527* NAD 83(1986)-  33 36 27.     (N)    078 59 16.     (W)     SCALED    
 DD1527* NAVD 88     -         7.804  (meters)      25.60   (feet)  ADJUSTED  
 DD1527  ___________________________________________________________________
 DD1527  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1527  DYNAMIC HT  -           7.796 (meters)      25.58  (feet)  COMP
 DD1527  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 DD1527
 DD1527  VERT ORDER  -  FIRST     CLASS II
 DD1527
 DD1527.The horizontal coordinates were scaled from a topographic map and have
 DD1527.an estimated accuracy of +/- 6 seconds.
 DD1527
 DD1527.The orthometric height was determined by differential leveling
 DD1527.and adjusted by the National Geodetic Survey in June 1991..
 DD1527
 DD1527.The geoid height was determined by GEOID03.
 DD1527
 DD1527.The dynamic height is computed by dividing the NAVD 88
 DD1527.geopotential number by the normal gravity value computed on the
 DD1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1527.degrees latitude (g = 980.6199 gals.).
 DD1527
 DD1527.The modeled gravity was interpolated from observed gravity values.
 DD1527
 DD1527;                    North         East    Units  Estimated Accuracy
 DD1527;SPC SC       -   198,570.      796,300.      MT  (+/- 180 meters Scaled)
 DD1527
 DD1527                          SUPERSEDED SURVEY CONTROL
 DD1527
 DD1527  NGVD 29 (03/21/89)    8.131  (m)           26.68   (f) ADJUSTED    1 2
 DD1527
 DD1527.Superseded values are not recommended for survey control.
 DD1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1527.See file dsdata.txt to determine how the superseded data were derived.
 DD1527
 DD1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT866204(NAD 83)
 DD1527_MARKER: DD = SURVEY DISK
 DD1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1527_SP_SET: CONCRETE POST
 DD1527_STAMPING: VERT 26 105 1986
 DD1527_MARK LOGO: SCGS  
 DD1527_PROJECTION: RECESSED 7 CENTIMETERS
 DD1527_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1527+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 DD1527
 DD1527  HISTORY     - Date     Condition        Report By
 DD1527  HISTORY     - 1986     MONUMENTED       SCGS
 DD1527  HISTORY     - 19970609 GOOD             SCGS
 DD1527
 DD1527                          STATION DESCRIPTION
 DD1527
 DD1527'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1527'IN SURFSIDE BEACH.
 DD1527'3.95 KM (2.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1527'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THENCE 0.1 KM
 DD1527'(0.05 MI) NORTHWEST ALONG A CROSSOVER ROAD, THENCE 0.1 KM (0.05 MI)
 DD1527'NORTHEAST ALONG FRONTAGE ROAD SOUTH, THENCE 0.2 KM (0.1 MI) NORTHWEST
 DD1527'ALONG A SAND ROAD (8TH AVENUE SOUTH), SET NEAR THE NORTHEAST CORNER OF
 DD1527'A BRICK BUILDING (W.M.B. COX D.M.D., GENERAL DENTISTRY), 1.77 METERS
 DD1527'(5.81 FT) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 35.68 METERS
 DD1527'(117.06 FT) NORTHEAST OF THE CENTER OF THE SAND ROAD, 10.73 METERS
 DD1527'(35.2 FT) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A SEVEN FOOT CHAIN
 DD1527'LINK FENCE SURROUNDING WHEELHORSE LAWN AND GARDEN TRACTOR BUILDING,
 DD1527'11.25 METERS (36.91 FT) NORTH OF A 6 INCH POST OAK TREE, 1.1 METERS
 DD1527'(3.61 FT) SOUTH SOUTHEAST OF THE SOUTH SOUTHEAST FACE OF THE BUILDING.
 DD1527'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1527
 DD1527                          STATION RECOVERY (1997)
 DD1527
 DD1527'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1527'STATION IS LOCATED IN SURFSIDE BEACH, 16.15 MILES (25.99 KM) SOUTH
 DD1527'SOUTHEAST OF CONWAY.  OWNERSHIP--WILLIAM B.  COX, DMD, 1012 8TH AVENUE
 DD1527'SOUTH, SURFSIDE, SC, 29575, PHONE 803-238-5645.  TO REACH THE STATION
 DD1527'FROM THE JUNCTION OF U.S.  HIGHWAY 17 BUSINESS (HIGHWAY 17) AND STATE
 DD1527'HIGHWAY 544 (DICK POND ROAD) , 1.7 MILES (2.7 KM) NORTHEAST OF
 DD1527'SURFSIDE BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 2.15 MILES
 DD1527'(3.46 KM) TO 8TH AVENUE, TURN RIGHT ON 8TH AVENUE FOR 0.05 MILE (0.08
 DD1527'KM) TO THE JUNCTION OF STATE ROAD 1532 (FRONTAGE ROAD) , TURN RIGHT ON
 DD1527'ROAD 1532 FOR 0.05 MILE (0.08 KM) A ROAD LEFT (8TH AVENUE SOUTH) ,
 DD1527'TURN LEFT ON 8TH AVENUE SOUTH FOR 0.05 MILE (0.08 KM) TO THE STATION
 DD1527'ON THE RIGHT NEAR THE EAST CORNER OF A BRICK BUILDING (FAMILY
 DD1527'DENTISTRY) .  STATION IS A CONCRETE POST RECESSED 0.3 FOOT, (9.1 CM)
 DD1527'5.7 FEET (1.7 M) SOUTH SOUTHWEST OF THE EAST CORNER OF THE BUILDING,
 DD1527'35.5 FEET (10.8 M) WEST SOUTHWEST OF THE SOUTH CORNER OF A CHAIN LINK
 DD1527'FENCE, 117.8 FEET (35.9 M) NORTHEAST OF THE CENTER OF THE ROAD, 3.7
 DD1527'FEET (1.1 M) SOUTHEAST OF THE FACE OF THE BUILDING.  RECOVERED BY C.E.
 DD1527'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1528 ***********************************************************************
 DD1528  DESIGNATION -  26 106
 DD1528  PID         -  DD1528
 DD1528  STATE/COUNTY-  SC/HORRY
 DD1528  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1528
 DD1528                         *CURRENT SURVEY CONTROL
 DD1528  ___________________________________________________________________
 DD1528* NAD 83(1986)-  33 36 46.     (N)    078 58 49.     (W)     SCALED    
 DD1528* NAVD 88     -         7.991  (meters)      26.22   (feet)  ADJUSTED  
 DD1528  ___________________________________________________________________
 DD1528  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1528  DYNAMIC HT  -           7.983 (meters)      26.19  (feet)  COMP
 DD1528  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 DD1528
 DD1528  VERT ORDER  -  FIRST     CLASS II
 DD1528
 DD1528.The horizontal coordinates were scaled from a topographic map and have
 DD1528.an estimated accuracy of +/- 6 seconds.
 DD1528
 DD1528.The orthometric height was determined by differential leveling
 DD1528.and adjusted by the National Geodetic Survey in June 1991..
 DD1528
 DD1528.The geoid height was determined by GEOID03.
 DD1528
 DD1528.The dynamic height is computed by dividing the NAVD 88
 DD1528.geopotential number by the normal gravity value computed on the
 DD1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1528.degrees latitude (g = 980.6199 gals.).
 DD1528
 DD1528.The modeled gravity was interpolated from observed gravity values.
 DD1528
 DD1528;                    North         East    Units  Estimated Accuracy
 DD1528;SPC SC       -   199,160.      796,980.      MT  (+/- 180 meters Scaled)
 DD1528
 DD1528                          SUPERSEDED SURVEY CONTROL
 DD1528
 DD1528  NGVD 29 (03/21/89)    8.319  (m)           27.29   (f) ADJUSTED    1 2
 DD1528
 DD1528.Superseded values are not recommended for survey control.
 DD1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1528.See file dsdata.txt to determine how the superseded data were derived.
 DD1528
 DD1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT873210(NAD 83)
 DD1528_MARKER: DD = SURVEY DISK
 DD1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1528_SP_SET: CONCRETE POST
 DD1528_STAMPING: VERT 26 106 1986
 DD1528_MARK LOGO: SCGS  
 DD1528_PROJECTION: FLUSH
 DD1528_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1528+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 DD1528
 DD1528  HISTORY     - Date     Condition        Report By
 DD1528  HISTORY     - 1986     MONUMENTED       SCGS
 DD1528  HISTORY     - 19970609 GOOD             SCGS
 DD1528  HISTORY     - 20021122 MARK NOT FOUND   USPSQD
 DD1528
 DD1528                          STATION DESCRIPTION
 DD1528
 DD1528'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1528'IN SURFSIDE BEACH.
 DD1528'2.95 KM (1.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1528'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, SET NEAR THE NORTH
 DD1528'CORNER OF THE SURFSIDE BEACH TOWN HALL, 1.89 METERS (6.2 FT) SOUTHWEST
 DD1528'OF THE NORTH CORNER OF THE BUILDING, 31.65 METERS (103.84 FT)
 DD1528'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD1528'18.38 METERS (60.3 FT) SOUTHWEST OF THE CENTER OF PINE DRIVE,
 DD1528'19.0 METERS (62.34 FT) EAST OF A FLAG POLE, 0.45 METER (1.48 FT)
 DD1528'NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING.
 DD1528'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1528
 DD1528                          STATION RECOVERY (1997)
 DD1528
 DD1528'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1528'STATION IS LOCATED IN SURFSIDE BEACH, 15.95 MILES (25.67 KM) SOUTH
 DD1528'SOUTHEAST OF CONWAY.  OWNERSHIP--SURFSIDE BEACH TOWN HALL, 115 HIGHWAY
 DD1528'17 NORTH, SURFSIDE BEACH, SC 29757, PHONE 803-238-2590.  TO REACH THE
 DD1528'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 BUSINESS (HIGHWAY 17)
 DD1528'AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.7 MILES (2.7 KM) NORTHEAST
 DD1528'OF SURFSIDE BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 1.5 MILES
 DD1528'(2.4 KM) TO A STREET LEFT (PINE DRIVE NORTH) AND THE STATION NEAR THE
 DD1528'NORTH CORNER OF A BRICK ADDITION TO THE SURFSIDE TOWN HALL.  STATION
 DD1528'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE
 DD1528'PINE DRIVE NORTH, 103.5 FEET (31.5 M) SOUTHEAST OF THE CENTER OF THE
 DD1528'NORTHBOUND LANES OF THE HIGHWAY, 61.1 FEET (18.6 M) SOUTHWEST OF THE
 DD1528'CENTER OF PINE DRIVE NORTH, 6.3 FEET (1.9 M) WEST SOUTHWEST OF THE
 DD1528'CORNER OF THE ADDITION, 1.5 FEET (0.5 M) NORTHWEST OF THE FACE OF THE
 DD1528'ADDITION, 62.5 FEET (19.1 M) EAST OF A FLAG POLE.  RECOVERED BY C.E.
 DD1528'GEOGHEGAN.
 DD1528
 DD1528                          STATION RECOVERY (2002)
 DD1528
 DD1528'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1528'NEW LANDSCAPING. MEASURED WITH TAPE MEASURES FROM REFERENCES. UNABLE
 DD1528'TO LOCATE WITH PROBE AND METAL DETECTOR AND PHYSICAL SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1530 ***********************************************************************
 DD1530  DESIGNATION -  26 107
 DD1530  PID         -  DD1530
 DD1530  STATE/COUNTY-  SC/HORRY
 DD1530  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1530
 DD1530                         *CURRENT SURVEY CONTROL
 DD1530  ___________________________________________________________________
 DD1530* NAD 83(1986)-  33 37 16.     (N)    078 58 13.     (W)     SCALED    
 DD1530* NAVD 88     -         7.226  (meters)      23.71   (feet)  ADJUSTED  
 DD1530  ___________________________________________________________________
 DD1530  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1530  DYNAMIC HT  -           7.218 (meters)      23.68  (feet)  COMP
 DD1530  MODELED GRAV-     979,599.9   (mgal)                       NAVD 88
 DD1530
 DD1530  VERT ORDER  -  FIRST     CLASS II
 DD1530
 DD1530.The horizontal coordinates were scaled from a topographic map and have
 DD1530.an estimated accuracy of +/- 6 seconds.
 DD1530
 DD1530.The orthometric height was determined by differential leveling
 DD1530.and adjusted by the National Geodetic Survey in June 1991..
 DD1530
 DD1530.The geoid height was determined by GEOID03.
 DD1530
 DD1530.The dynamic height is computed by dividing the NAVD 88
 DD1530.geopotential number by the normal gravity value computed on the
 DD1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1530.degrees latitude (g = 980.6199 gals.).
 DD1530
 DD1530.The modeled gravity was interpolated from observed gravity values.
 DD1530
 DD1530;                    North         East    Units  Estimated Accuracy
 DD1530;SPC SC       -   200,110.      797,890.      MT  (+/- 180 meters Scaled)
 DD1530
 DD1530                          SUPERSEDED SURVEY CONTROL
 DD1530
 DD1530  NGVD 29 (03/21/89)    7.555  (m)           24.79   (f) ADJUSTED    1 2
 DD1530
 DD1530.Superseded values are not recommended for survey control.
 DD1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1530.See file dsdata.txt to determine how the superseded data were derived.
 DD1530
 DD1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT882219(NAD 83)
 DD1530_MARKER: DD = SURVEY DISK
 DD1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1530_SP_SET: CONCRETE POST
 DD1530_STAMPING: VERT 26 107 1986
 DD1530_MARK LOGO: SCGS  
 DD1530_PROJECTION: RECESSED 7 CENTIMETERS
 DD1530_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1530+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 DD1530
 DD1530  HISTORY     - Date     Condition        Report By
 DD1530  HISTORY     - 1986     MONUMENTED       SCGS
 DD1530  HISTORY     - 19970609 GOOD             SCGS
 DD1530
 DD1530                          STATION DESCRIPTION
 DD1530
 DD1530'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1530'IN SURFSIDE BEACH.
 DD1530'1.1 KM (0.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1530'INTERSECTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THENCE 0.1 KM
 DD1530'(0.05 MI) SOUTHEAST ALONG 13TH AVENUE NORTH, SET NEAR A PALMETTO TREE
 DD1530'ON THE SOUTHWEST SIDE OF THE SURFSIDE UNITED METHODIST CHURCH,
 DD1530'24.0 METERS (78.74 FT) SOUTH OF A 18 INCH WHITE OAK TREE IN A SMALL
 DD1530'COURTYARD ENCLOSED BY A BRICK WALL AT THE ENTRANCE TO THE CHURCH,
 DD1530'14.2 METERS (46.59 FT) NORTHEAST OF THE CENTER OF 13TH AVENUE NORTH,
 DD1530'14.4 METERS (47.24 FT) SOUTHEAST OF THE CENTER OF A 10 FOOT WIDE
 DD1530'SIDEWALK LEADING TO THE MAIN ENTRANCE OF THE CHURCH, 22.9 METERS
 DD1530'(75.13 FT) NORTHWEST OF A POWER POLE NUMBER 15957, 5.0 METERS
 DD1530'(16.4 FT) WEST OF THE 12 INCH PALMETTO TREE.
 DD1530'THE MARK IS ABOVE LEVEL WITH 13TH AVENUE.
 DD1530
 DD1530                          STATION RECOVERY (1997)
 DD1530
 DD1530'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1530'STATION IS LOCATED 1.05 MILES (1.69 KM) NORTHEAST OF SURFSIDE BEACH,
 DD1530'15.5 MILES (24.9 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SURFSIDE
 DD1530'UNITED METHODIST CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF
 DD1530'U.S.  HIGHWAY 17 BUSINESS (HIGHWAY 17) AND STATE HIGHWAY 544 (DICK
 DD1530'POND ROAD) , 1.7 MILES (2.7 KM) NORTHEAST OF SURFSIDE BEACH, GO
 DD1530'SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 0.75 MILE (1.21 KM) TO THE
 DD1530'JUNCTION OF STATE ROAD 721 (13TH AVENUE) , TURN LEFT ON ROAD 721 FOR
 DD1530'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT IN THE LAWN OF SURFSIDE
 DD1530'UNITED METHODIST CHURCH.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT
 DD1530'(3.0 CM) AND LEVEL WITH THE ROAD, 45.3 FEET (13.8 M) NORTHEAST OF THE
 DD1530'CENTER OF THE ROAD, 57.3 FEET (17.5 M) SOUTH OF THE WEST CORNER OF THE
 DD1530'CHURCH, 47.0 FEET (14.3 M) WEST OF THE WEST CORNER OF A SIDE ENTRANCE
 DD1530'STRUCTURE, 10.7 FEET (3.3 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 DD1530'STREET PARKING SIDEWALK, 42.1 FEET (12.8 M) SOUTHEAST OF THE SOUTHEAST
 DD1530'EDGE OF THE FRONT ENTRANCE SIDEWALK, 38.6 FEET (11.8 M) NORTHWEST OF
 DD1530'THE NORTHWEST EDGE OF THE SIDE ENTRANCE SIDEWALK.  RECOVERED BY C.E.
 DD1530'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1520 ***********************************************************************
 DD1520  DESIGNATION -  26 108
 DD1520  PID         -  DD1520
 DD1520  STATE/COUNTY-  SC/HORRY
 DD1520  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1520
 DD1520                         *CURRENT SURVEY CONTROL
 DD1520  ___________________________________________________________________
 DD1520* NAD 83(1986)-  33 36 59.     (N)    078 57 40.     (W)     SCALED    
 DD1520* NAVD 88     -         3.497  (meters)      11.47   (feet)  ADJUSTED  
 DD1520  ___________________________________________________________________
 DD1520  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1520  DYNAMIC HT  -           3.493 (meters)      11.46  (feet)  COMP
 DD1520  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 DD1520
 DD1520  VERT ORDER  -  FIRST     CLASS II
 DD1520
 DD1520.The horizontal coordinates were scaled from a topographic map and have
 DD1520.an estimated accuracy of +/- 6 seconds.
 DD1520
 DD1520.The orthometric height was determined by differential leveling
 DD1520.and adjusted by the National Geodetic Survey in June 1991..
 DD1520
 DD1520.The geoid height was determined by GEOID03.
 DD1520
 DD1520.The dynamic height is computed by dividing the NAVD 88
 DD1520.geopotential number by the normal gravity value computed on the
 DD1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1520.degrees latitude (g = 980.6199 gals.).
 DD1520
 DD1520.The modeled gravity was interpolated from observed gravity values.
 DD1520
 DD1520;                    North         East    Units  Estimated Accuracy
 DD1520;SPC SC       -   199,600.      798,750.      MT  (+/- 180 meters Scaled)
 DD1520
 DD1520                          SUPERSEDED SURVEY CONTROL
 DD1520
 DD1520  NGVD 29 (05/09/91)    3.813  (m)           12.51   (f) ADJUSTED    1 2
 DD1520
 DD1520.Superseded values are not recommended for survey control.
 DD1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1520.See file dsdata.txt to determine how the superseded data were derived.
 DD1520
 DD1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT891214(NAD 83)
 DD1520_MARKER: DD = SURVEY DISK
 DD1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1520_SP_SET: CONCRETE POST
 DD1520_STAMPING: VERT 26 108 1986
 DD1520_MARK LOGO: SCGS  
 DD1520_PROJECTION: FLUSH
 DD1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1520+STABILITY: SURFACE MOTION
 DD1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1520+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1520
 DD1520  HISTORY     - Date     Condition        Report By
 DD1520  HISTORY     - 1986     MONUMENTED       SCGS
 DD1520  HISTORY     - 19900430 GOOD             NGS
 DD1520  HISTORY     - 19970707 MARK NOT FOUND   SCGS
 DD1520
 DD1520                          STATION DESCRIPTION
 DD1520
 DD1520'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1520'IN SURFSIDE BEACH.
 DD1520'0.8 KM (0.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1520'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THENCE 1.05 KM
 DD1520'(0.65 MI) SOUTHEAST ALONG 16TH AVENUE NORTH, SET NEAR THREE PALMETTO
 DD1520'TREES IN A MEDIAN IN FRONT OF A HOLIDAY INN, 17.85 METERS (58.56 FT)
 DD1520'NORTHWEST OF THE NORTHWEST CORNER OF THE HOTELS GAME ROOM, 3.0 METER
 DD1520'(9.84 FT) NORTH NORTHEAST OF THE NORTH CORNER OF THE WEST COLUMN
 DD1520'SUPPORTING A CAR PORT, 5.67 METERS (18.6 FT) WEST SOUTHWEST OF THE
 DD1520'WEST CORNER OF THE EAST COLUMN SUPPORTING A CAR PORT, 35.45 METERS
 DD1520'(116.31 FT) SOUTHEAST OF THE CENTER OF OCEAN BOULEVARD NORTH,
 DD1520'47.3 METERS (155.18 FT) NORTHEAST OF THE CENTER OF 16TH AVENUE.
 DD1520'THE MARK IS 0.30 M ABOVE PAVED PARKING LOT.
 DD1520
 DD1520                          STATION RECOVERY (1990)
 DD1520
 DD1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1520'RECOVERED IN GOOD CONDITION.
 DD1520
 DD1520                          STATION RECOVERY (1997)
 DD1520
 DD1520'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1520'NOT RECOVERED, PRESUMED DESTROYED, MEASUREMENTS LEAD TO AN AREA THAT
 DD1520'HAS BEEN DISTURBED WHEN A NEW CARPORT WAS BUILT, SEARCHED 20 MINUTES.
 DD1520'RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1519 ***********************************************************************
 DD1519  DESIGNATION -  26 109
 DD1519  PID         -  DD1519
 DD1519  STATE/COUNTY-  SC/HORRY
 DD1519  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1519
 DD1519                         *CURRENT SURVEY CONTROL
 DD1519  ___________________________________________________________________
 DD1519* NAD 83(1986)-  33 36 34.     (N)    078 58 06.     (W)     SCALED    
 DD1519* NAVD 88     -         2.041  (meters)       6.70   (feet)  ADJUSTED  
 DD1519  ___________________________________________________________________
 DD1519  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1519  DYNAMIC HT  -           2.039 (meters)       6.69  (feet)  COMP
 DD1519  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 DD1519
 DD1519  VERT ORDER  -  FIRST     CLASS II
 DD1519
 DD1519.The horizontal coordinates were scaled from a topographic map and have
 DD1519.an estimated accuracy of +/- 6 seconds.
 DD1519
 DD1519.The orthometric height was determined by differential leveling
 DD1519.and adjusted by the National Geodetic Survey in June 1991..
 DD1519
 DD1519.The geoid height was determined by GEOID03.
 DD1519
 DD1519.The dynamic height is computed by dividing the NAVD 88
 DD1519.geopotential number by the normal gravity value computed on the
 DD1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1519.degrees latitude (g = 980.6199 gals.).
 DD1519
 DD1519.The modeled gravity was interpolated from observed gravity values.
 DD1519
 DD1519;                    North         East    Units  Estimated Accuracy
 DD1519;SPC SC       -   198,820.      798,100.      MT  (+/- 180 meters Scaled)
 DD1519
 DD1519                          SUPERSEDED SURVEY CONTROL
 DD1519
 DD1519  NGVD 29 (05/09/91)    2.358  (m)            7.74   (f) ADJUSTED    1 2
 DD1519
 DD1519.Superseded values are not recommended for survey control.
 DD1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1519.See file dsdata.txt to determine how the superseded data were derived.
 DD1519
 DD1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT884207(NAD 83)
 DD1519_MARKER: DD = SURVEY DISK
 DD1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1519_SP_SET: CONCRETE POST
 DD1519_STAMPING: VERT 26 109 1986
 DD1519_MARK LOGO: SCGS  
 DD1519_PROJECTION: RECESSED 7 CENTIMETERS
 DD1519_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1519+STABILITY: SURFACE MOTION
 DD1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1519+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1997
 DD1519
 DD1519  HISTORY     - Date     Condition        Report By
 DD1519  HISTORY     - 1986     MONUMENTED       SCGS
 DD1519  HISTORY     - 19900430 GOOD             NGS
 DD1519  HISTORY     - 19900918 GOOD             NGS
 DD1519  HISTORY     - 19970707 GOOD             SCGS
 DD1519  HISTORY     - 20021122 MARK NOT FOUND   USPSQD
 DD1519
 DD1519                          STATION DESCRIPTION
 DD1519
 DD1519'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1519'IN SURFSIDE BEACH.
 DD1519'THE MARK IS 0.10 M BELOW OCEAN BOULEVARD.
 DD1519'0.8 KM (0.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1519'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THENCE 1.05 KM
 DD1519'(0.65 MI) SOUTHEAST ALONG 16TH AVENUE NORTH, THENCE 1.0 KM (0.6 MI)
 DD1519'SOUTHERLY ALONG OCEAN BOULEVARD, SET NEAR THE SOUTHEAST CORNER OF A
 DD1519'BUILDING (FLORAL VILLAS) IN THE NORTHWEST ANGLE OF STATE ROAD 271 (5TH
 DD1519'AVENUE NORTH), 1.7 METERS (5.58 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 DD1519'OF THE BUILDING, 14.5 METERS (47.57 FT) NORTHWEST OF THE CENTER OF
 DD1519'OCEAN BOULEVARD, 20.75 METERS (68.08 FT) SOUTHWEST OF THE CENTER OF
 DD1519'5TH AVENUE NORTH, 24.05 METERS (78.9 FT) NORTH NORTHEAST OF A POWER
 DD1519'POLE NUMBER 21170.
 DD1519
 DD1519                          STATION RECOVERY (1990)
 DD1519
 DD1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1519'0.8 KM (0.50 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1519'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH,
 DD1519'THENCE 1.1 KM (0.68 MI) SOUTHEASTERLY ALONG 16TH AVENUE NORTH, THENCE
 DD1519'1.0 KM (0.62 MI) SOUTHWESTERLY ALONG OCEAN BOULEVARD, 24.0 M (78.74
 DD1519'FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 21170 WITH A TRANSFORMER
 DD1519'AND GUY CABLE, 20.7 M (67.91 FT) SOUTHWEST OF THE CENTER OF 5TH
 DD1519'AVENUE NORTH, 14.4 M (47.24 FT) NORTHWEST OF AND LEVEL WITH THE
 DD1519'BOULEVARD CENTERLINE, 1.7 M (5.58 FT) SOUTHEAST OF THE EAST CORNER OF
 DD1519'A BUILDING, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 DD1519'SURFACE.
 DD1519
 DD1519                          STATION RECOVERY (1990)
 DD1519
 DD1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1519'RECOVERED IN GOOD CONDITION.
 DD1519
 DD1519                          STATION RECOVERY (1997)
 DD1519
 DD1519'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1519'STATION IS LOCATED IN SURFSIDE BEACH, 16.4 MILES (26.4 KM) SOUTH
 DD1519'SOUTHEAST OF CONWAY.  OWNERSHIP--FLORAL VILLAS HOMEOWNERS ASSOCIATION,
 DD1519'416 NORTH OCEAN BOULEVARD, SURFSIDE BEACH, SC 00000.  TO REACH THE
 DD1519'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 BUSINESS (HIGHWAY 17)
 DD1519'AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.7 MILES (2.7 KM) NORTHEAST
 DD1519'OF SURFSIDE BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 1.25 MILES
 DD1519'(2.01 KM) TO THE JUNCTION OF STATE ROAD 271 (5TH AVENUE NORTH) , TURN
 DD1519'LEFT ON ROAD 271 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE RIGHT
 DD1519'NEAR THE EAST CORNER OF A WOOD AND BRICK CONDO UNIT (A) IN THE WEST
 DD1519'ANGLE OF NORTH OCEAN BOULEVARD.  STATION IS A CONCRETE POST RECESSED
 DD1519'0.2 FOOT (6.1 CM) AND LEVEL WITH THE BOULEVARD, 47.4 FEET (14.4 M)
 DD1519'NORTHWEST OF THE CENTER OF THE BOULEVARD, 68.2 FEET (20.8 M) SOUTHWEST
 DD1519'OF THE CENTER OF THE ROAD, 5.7 FEET (1.7 M) SOUTHEAST OF THE EAST
 DD1519'CORNER OF BUILDING (A) , 97.2 FEET (29.6 M) NORTH NORTHEAST OF THE
 DD1519'NORTH CORNER OF THE NORTHWEST WHEEL GUARD OF A BRIDGE OVER A DITCH,
 DD1519'77.2 FEET (23.5 M) NORTHEAST OF A POWER POLE NUMBER 21170 WITH A
 DD1519'TRANSFORMER AND GUY WIRE, 27.8 FEET (8.5 M) NORTH OF THE NORTH CORNER
 DD1519'OF AN IRON STORM DRAIN GRATE. RECOVERED BY C.E.  GEOGHEGAN.
 DD1519
 DD1519                          STATION RECOVERY (2002)
 DD1519
 DD1519'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1516 ***********************************************************************
 DD1516  DESIGNATION -  26 110
 DD1516  PID         -  DD1516
 DD1516  STATE/COUNTY-  SC/HORRY
 DD1516  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1516
 DD1516                         *CURRENT SURVEY CONTROL
 DD1516  ___________________________________________________________________
 DD1516* NAD 83(1986)-  33 35 40.     (N)    078 58 58.     (W)     SCALED    
 DD1516* NAVD 88     -         3.263  (meters)      10.71   (feet)  ADJUSTED  
 DD1516  ___________________________________________________________________
 DD1516  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1516  DYNAMIC HT  -           3.259 (meters)      10.69  (feet)  COMP
 DD1516  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 DD1516
 DD1516  VERT ORDER  -  FIRST     CLASS II
 DD1516
 DD1516.The horizontal coordinates were scaled from a topographic map and have
 DD1516.an estimated accuracy of +/- 6 seconds.
 DD1516
 DD1516.The orthometric height was determined by differential leveling
 DD1516.and adjusted by the National Geodetic Survey in June 1991..
 DD1516
 DD1516.The geoid height was determined by GEOID03.
 DD1516
 DD1516.The dynamic height is computed by dividing the NAVD 88
 DD1516.geopotential number by the normal gravity value computed on the
 DD1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1516.degrees latitude (g = 980.6199 gals.).
 DD1516
 DD1516.The modeled gravity was interpolated from observed gravity values.
 DD1516
 DD1516;                    North         East    Units  Estimated Accuracy
 DD1516;SPC SC       -   197,130.      796,790.      MT  (+/- 180 meters Scaled)
 DD1516
 DD1516                          SUPERSEDED SURVEY CONTROL
 DD1516
 DD1516  NGVD 29 (05/09/91)    3.588  (m)           11.77   (f) ADJUSTED    1 2
 DD1516
 DD1516.Superseded values are not recommended for survey control.
 DD1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1516.See file dsdata.txt to determine how the superseded data were derived.
 DD1516
 DD1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT871190(NAD 83)
 DD1516_MARKER: DD = SURVEY DISK
 DD1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1516_SP_SET: CONCRETE POST
 DD1516_STAMPING: VERT 26 110 1986
 DD1516_MARK LOGO: SCGS  
 DD1516_PROJECTION: RECESSED 7 CENTIMETERS
 DD1516_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1516+STABILITY: SURFACE MOTION
 DD1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1516+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1997
 DD1516
 DD1516  HISTORY     - Date     Condition        Report By
 DD1516  HISTORY     - 1986     MONUMENTED       SCGS
 DD1516  HISTORY     - 19900430 GOOD             NGS
 DD1516  HISTORY     - 19900918 GOOD             NGS
 DD1516  HISTORY     - 19970707 GOOD             SCGS
 DD1516
 DD1516                          STATION DESCRIPTION
 DD1516
 DD1516'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1516'IN SURFSIDE BEACH.
 DD1516'THE MARK IS 0.10 M BELOW OCEAN BOULEVARD.
 DD1516'0.8 KM (0.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1516'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THENCE 1.05 KM
 DD1516'(0.65 MI) SOUTHEAST ALONG 16TH AVENUE NORTH, THENCE 3.2 KM (2.0 MI)
 DD1516'SOUTHERLY ALONG OCEAN BOULEVARD, SET NEAR A POWER POLE IN THE
 DD1516'SOUTHWEST CORNER OF THE YARD OF A TWO STORY WOOD HOUSE SUPPORTED BY
 DD1516'CONCRETE PYLONS, 6.45 METERS (21.16 FT) SOUTH OF THE SOUTH PYLON OF
 DD1516'THE HOUSE, 3.05 METERS (10.01 FT) NORTH NORTHWEST OF THE CENTER OF
 DD1516'OCEAN BOULEVARD, 21.35 METERS (70.05 FT) SOUTHEAST OF A TWIN TRUNK
 DD1516'MAGNOLIA TREE, 49.45 METERS (162.24 FT) SOUTHWEST OF THE CENTER OF A
 DD1516'SAND ROAD (15TH AVENUE SOUTH), 32.05 MTERS (105.15 FT) NORTHEAST OF
 DD1516'THE CENTER OF A SAND ROAD (16TH AVENUE SOUTH).
 DD1516'THE MARK IS 3.05 METERS  NNW FROM A WITNESS POST.
 DD1516
 DD1516                          STATION RECOVERY (1990)
 DD1516
 DD1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1516'0.8 KM (0.50 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1516'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH,
 DD1516'THENCE 1.1 KM (0.68 MI) SOUTHEASTERLY ALONG 16TH AVENUE NORTH, THENCE
 DD1516'3.2 KM (1.99 MI) SOUTHWESTERLY ALONG OCEAN BOULEVARD, 31.5 M (103.35
 DD1516'FT) NORTHEAST OF THE CENTER OF 16TH AVENUE SOUTH, 14.1 M (46.26 FT)
 DD1516'NORTHWEST OF AND LEVEL WITH THE BOULEVARD CENTERLINE, 7.1 M (23.29
 DD1516'FT) EAST-NORTHEAST OF THE EAST CORNER OF A TWO STORY HOUSE AT 1514
 DD1516'OCEAN BOULEVARD, 6.3 M (20.67 FT) SOUTH OF THE SOUTH PILLAR OF AN
 DD1516'ELEVATED HOUSE, 3.1 M (10.17 FT) NORTHWEST OF UTILITY POLE NUMBER
 DD1516'67251 WITH A TRANSFORMER, 0.3 M (0.98 FT) SOUTHEAST OF A WITNESS
 DD1516'POST, AND IN A CONCRETE MONUMENT THAT IS 0.1 M (0.33 FT) BELOW THE
 DD1516'GROUND SURFACE.
 DD1516
 DD1516                          STATION RECOVERY (1990)
 DD1516
 DD1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1516'RECOVERED IN GOOD CONDITION.
 DD1516
 DD1516                          STATION RECOVERY (1997)
 DD1516
 DD1516'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1516'STATION IS LOCATED 0.95 MILE (1.53 KM) SOUTHWEST OF SURFSIDE BEACH,
 DD1516'17.2 MILES (27.7 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--1512 SOUTH
 DD1516'OCEAN BOULEVARD, SURFSIDE BEACH, SC 29000.  TO REACH THE STATION FROM
 DD1516'THE JUNCTION OF U.S.  HIGHWAY 17 BUSINESS (HIGHWAY 17) AND STATE
 DD1516'HIGHWAY 544 (DICK POND ROAD) , 1.7 MILES (2.7 KM) NORTHEAST OF
 DD1516'SURFSIDE BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 2.65 MILES
 DD1516'(4.26 KM) TO THE JUNCTION OF STATE ROAD 517 (MELODY LANE) , TURN LEFT
 DD1516'ON ROAD 517 FOR 0.75 MILE (1.21 KM) TO A T-ROAD (SOUTH OCEAN
 DD1516'BOULEVARD) , TURN LEFT ON SOUTH OCEAN BOULEVARD FOR 0.05 MILE (0.08
 DD1516'KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE NORTH ANGLE OF
 DD1516'16TH AVENUE SOUTH.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1
 DD1516'CM) AND 0.5 FOOT (15.2 CM) BELOW THE BOULEVARD, 46.4 FEET (14.1 M)
 DD1516'NORTHWEST OF THE CENTER OF THE BOULEVARD, 10.3 FEET (3.1 M) NORTH
 DD1516'NORTHWEST OF THE POWER POLE 40AKS/67251 WITH A TRANSFORMER, 105.0 FEET
 DD1516'(32.0 M) NORTHEAST OF THE CENTER OF 16TH AVENUE SOUTH, 20.4 FEET (6.2
 DD1516'M) SOUTH OF THE SOUTH CORNER OF THE SOUTH PIER OF THE HOUSE, 15.1 FEET
 DD1516'(4.6 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE DRIVEWAY
 DD1516'LEADING TO THE HOUSE, 0.9 FOOT (27.4 CM) SOUTHEAST OF A WITNESS POST.
 DD1516'RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1515 ***********************************************************************
 DD1515  DESIGNATION -  26 111
 DD1515  PID         -  DD1515
 DD1515  STATE/COUNTY-  SC/HORRY
 DD1515  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1515
 DD1515                         *CURRENT SURVEY CONTROL
 DD1515  ___________________________________________________________________
 DD1515* NAD 83(1986)-  33 35 15.     (N)    078 59 23.     (W)     SCALED    
 DD1515* NAVD 88     -         1.942  (meters)       6.37   (feet)  ADJUSTED  
 DD1515  ___________________________________________________________________
 DD1515  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1515  DYNAMIC HT  -           1.940 (meters)       6.36  (feet)  COMP
 DD1515  MODELED GRAV-     979,590.8   (mgal)                       NAVD 88
 DD1515
 DD1515  VERT ORDER  -  FIRST     CLASS II
 DD1515
 DD1515.The horizontal coordinates were scaled from a topographic map and have
 DD1515.an estimated accuracy of +/- 6 seconds.
 DD1515
 DD1515.The orthometric height was determined by differential leveling
 DD1515.and adjusted by the National Geodetic Survey in June 1991..
 DD1515
 DD1515.The geoid height was determined by GEOID03.
 DD1515
 DD1515.The dynamic height is computed by dividing the NAVD 88
 DD1515.geopotential number by the normal gravity value computed on the
 DD1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1515.degrees latitude (g = 980.6199 gals.).
 DD1515
 DD1515.The modeled gravity was interpolated from observed gravity values.
 DD1515
 DD1515;                    North         East    Units  Estimated Accuracy
 DD1515;SPC SC       -   196,350.      796,160.      MT  (+/- 180 meters Scaled)
 DD1515
 DD1515                          SUPERSEDED SURVEY CONTROL
 DD1515
 DD1515  NGVD 29 (05/09/91)    2.269  (m)            7.44   (f) ADJUSTED    1 2
 DD1515
 DD1515.Superseded values are not recommended for survey control.
 DD1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1515.See file dsdata.txt to determine how the superseded data were derived.
 DD1515
 DD1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT865182(NAD 83)
 DD1515_MARKER: DD = SURVEY DISK
 DD1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1515_SP_SET: CONCRETE POST
 DD1515_STAMPING: VERT 26 111 1986
 DD1515_MARK LOGO: SCGS  
 DD1515_PROJECTION: RECESSED 3 CENTIMETERS
 DD1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1515+STABILITY: SURFACE MOTION
 DD1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1515+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1990
 DD1515
 DD1515  HISTORY     - Date     Condition        Report By
 DD1515  HISTORY     - 1986     MONUMENTED       SCGS
 DD1515  HISTORY     - 19900509 GOOD             NGS
 DD1515  HISTORY     - 19900918 GOOD             NGS
 DD1515
 DD1515                          STATION DESCRIPTION
 DD1515
 DD1515'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1515'IN SURFSIDE BEACH.
 DD1515'0.8 KM (0.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1515'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THENCE 1.05 KM
 DD1515'(0.65 MI) SOUTHEAST ALONG 16TH AVENUE NORTH, THENCE 4.2 KM (2.6 MI)
 DD1515'SOUTHERLY ALONG OCEAN BOULEVARD, SET NEAR THE NORTH CORNER OF A THREE
 DD1515'STORY WOOD AND CINDER BLOCK BUILDING (BOB INN APARTMENTS, 129 OCEAN
 DD1515'BOULEVARD), 3.65 METERS (11.98 FT) NORTH NORTHWEST OF THE NORTH CORNER
 DD1515'OF THE BUILDING, 36.5 METERS (119.75 FT) NORTHWEST OF THE CENTER OF
 DD1515'OCEAN BOULEVARD, 3.7 METERS (12.14 FT) WEST NORTHWEST OF A 4 INCH
 DD1515'CEDAR TREE, 9.7 METERS (31.82 FT) EAST OF THE EAST CORNER OF A FIVE
 DD1515'FOOT HIGH RED BRICK OUTDOOR GRILL, 1.4 METERS (4.59 FT) SOUTH
 DD1515'SOUTHEAST OF A SMALL PALMETTO TREE IN A WOODEN PLANTER, 7.8 METERS
 DD1515'(25.59 FT) SOUTH SOUTHEAST OF A 4 INCH CEDAR TREE.
 DD1515'THE MARK IS ABOVE LEVEL WITH OCEAN BOULEVARD.
 DD1515
 DD1515                          STATION RECOVERY (1990)
 DD1515
 DD1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1515'RECOVERED IN GOOD CONDITION.
 DD1515
 DD1515                          STATION RECOVERY (1990)
 DD1515
 DD1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1514 ***********************************************************************
 DD1514  DESIGNATION -  26 112
 DD1514  PID         -  DD1514
 DD1514  STATE/COUNTY-  SC/HORRY
 DD1514  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1514
 DD1514                         *CURRENT SURVEY CONTROL
 DD1514  ___________________________________________________________________
 DD1514* NAD 83(1986)-  33 34 58.     (N)    078 59 38.     (W)     SCALED    
 DD1514* NAVD 88     -         1.791  (meters)       5.88   (feet)  ADJUSTED  
 DD1514  ___________________________________________________________________
 DD1514  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1514  DYNAMIC HT  -           1.789 (meters)       5.87  (feet)  COMP
 DD1514  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 DD1514
 DD1514  VERT ORDER  -  FIRST     CLASS II
 DD1514
 DD1514.The horizontal coordinates were scaled from a topographic map and have
 DD1514.an estimated accuracy of +/- 6 seconds.
 DD1514
 DD1514.The orthometric height was determined by differential leveling
 DD1514.and adjusted by the National Geodetic Survey in June 1991..
 DD1514
 DD1514.The geoid height was determined by GEOID03.
 DD1514
 DD1514.The dynamic height is computed by dividing the NAVD 88
 DD1514.geopotential number by the normal gravity value computed on the
 DD1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1514.degrees latitude (g = 980.6199 gals.).
 DD1514
 DD1514.The modeled gravity was interpolated from observed gravity values.
 DD1514
 DD1514;                    North         East    Units  Estimated Accuracy
 DD1514;SPC SC       -   195,810.      795,790.      MT  (+/- 180 meters Scaled)
 DD1514
 DD1514                          SUPERSEDED SURVEY CONTROL
 DD1514
 DD1514  NGVD 29 (05/09/91)    2.117  (m)            6.95   (f) ADJUSTED    1 2
 DD1514
 DD1514.Superseded values are not recommended for survey control.
 DD1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1514.See file dsdata.txt to determine how the superseded data were derived.
 DD1514
 DD1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT861177(NAD 83)
 DD1514_MARKER: DD = SURVEY DISK
 DD1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1514_SP_SET: CONCRETE POST
 DD1514_STAMPING: VERT 26 112 1986
 DD1514_MARK LOGO: SCGS  
 DD1514_PROJECTION: FLUSH
 DD1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1514+STABILITY: SURFACE MOTION
 DD1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1514+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1514
 DD1514  HISTORY     - Date     Condition        Report By
 DD1514  HISTORY     - 1986     MONUMENTED       SCGS
 DD1514  HISTORY     - 19900430 GOOD             NGS
 DD1514  HISTORY     - 19900918 GOOD             NGS
 DD1514  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 DD1514  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD1514
 DD1514                          STATION DESCRIPTION
 DD1514
 DD1514'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1514'IN GARDEN CITY BEACH.
 DD1514'THE MARK IS ABOVE LEVEL WITH ANGLERS DRIVE.
 DD1514'0.8 KM (0.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1514'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THENCE 1.05 KM
 DD1514'(0.65 MI) SOUTHEAST ALONG 16TH AVENUE NORTH, THENCE 4.8 KM (3.0 MI)
 DD1514'SOUTHERLY ALONG OCEAN BOULEVARD, SET NEAR THE SOUTHWEST CORNER OF A
 DD1514'TWO STORY WHITE BRICK HOUSE IN THE NORTH ANGLE OF ANGLERS DRIVE,
 DD1514'3.2 METERS (10.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 DD1514'27.4 METERS (89.9 FT) NORTHWEST OF THE CENTER OF OCEAN BOULEVARD,
 DD1514'9.35 METERS (30.68 FT) NORTHEAST OF THE CENTER OF ANGLERS DRIVE (SAND
 DD1514'ROAD), 22.65 METERS (74.31 FT) EAST OF A POWER POLE NUMBER 57279.
 DD1514
 DD1514                          STATION RECOVERY (1990)
 DD1514
 DD1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1514'0.8 KM (0.50 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1514'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH,
 DD1514'THENCE 1.1 KM (0.68 MI) SOUTHEASTERLY ALONG 16TH AVENUE NORTH, THENCE
 DD1514'4.8 KM (2.98 MI) SOUTHWESTERLY ALONG OCEAN BOULEVARD, 27.5 M (90.22
 DD1514'FT) NORTHWEST OF THE CENTERLINE OF THE BOULEVARD, 22.7 M (74.47 FT)
 DD1514'EAST OF UTILITY POLE NUMBER 57279 WITH A GUY CABLE, 9.4 M (30.84 FT)
 DD1514'NORTHEAST OF THE CENTER OF ANGLERS DRIVE, 3.2 M (10.50 FT) SOUTHWEST
 DD1514'OF THE SOUTH CORNER OF A TWO STORY BRICK HOUSE, AND IN A CONCRETE
 DD1514'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 DD1514
 DD1514                          STATION RECOVERY (1990)
 DD1514
 DD1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1514'RECOVERED IN GOOD CONDITION.
 DD1514
 DD1514                          STATION RECOVERY (2001)
 DD1514
 DD1514'RECOVERY NOTE BY US POWER SQUADRON 2001 (SFP)
 DD1514'MARK NOT FOUND.
 DD1514
 DD1514                          STATION RECOVERY (2004)
 DD1514
 DD1514'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1531 ***********************************************************************
 DD1531  DESIGNATION -  26 113
 DD1531  PID         -  DD1531
 DD1531  STATE/COUNTY-  SC/HORRY
 DD1531  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1531
 DD1531                         *CURRENT SURVEY CONTROL
 DD1531  ___________________________________________________________________
 DD1531* NAD 83(1986)-  33 37 44.     (N)    078 57 42.     (W)     SCALED    
 DD1531* NAVD 88     -         7.246  (meters)      23.77   (feet)  ADJUSTED  
 DD1531  ___________________________________________________________________
 DD1531  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1531  DYNAMIC HT  -           7.238 (meters)      23.75  (feet)  COMP
 DD1531  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 DD1531
 DD1531  VERT ORDER  -  FIRST     CLASS II
 DD1531
 DD1531.The horizontal coordinates were scaled from a topographic map and have
 DD1531.an estimated accuracy of +/- 6 seconds.
 DD1531
 DD1531.The orthometric height was determined by differential leveling
 DD1531.and adjusted by the National Geodetic Survey in June 1991..
 DD1531.WARNING-Repeat measurements at this control monument indicate possible
 DD1531.vertical movement.
 DD1531
 DD1531.The geoid height was determined by GEOID03.
 DD1531
 DD1531.The dynamic height is computed by dividing the NAVD 88
 DD1531.geopotential number by the normal gravity value computed on the
 DD1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1531.degrees latitude (g = 980.6199 gals.).
 DD1531
 DD1531.The modeled gravity was interpolated from observed gravity values.
 DD1531
 DD1531;                    North         East    Units  Estimated Accuracy
 DD1531;SPC SC       -   200,990.      798,680.      MT  (+/- 180 meters Scaled)
 DD1531
 DD1531                          SUPERSEDED SURVEY CONTROL
 DD1531
 DD1531  NGVD 29 (05/09/91)    7.557  (m)           24.79   (f) ADJUSTED    1 2
 DD1531
 DD1531.Superseded values are not recommended for survey control.
 DD1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1531.See file dsdata.txt to determine how the superseded data were derived.
 DD1531
 DD1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT890228(NAD 83)
 DD1531_MARKER: DD = SURVEY DISK
 DD1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1531_SP_SET: CONCRETE POST
 DD1531_STAMPING: VERT 26 113 1986
 DD1531_MARK LOGO: SCGS  
 DD1531_PROJECTION: FLUSH
 DD1531_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1531+STABILITY: SURFACE MOTION
 DD1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1531+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD1531
 DD1531  HISTORY     - Date     Condition        Report By
 DD1531  HISTORY     - 1986     MONUMENTED       SCGS
 DD1531  HISTORY     - 19900430 GOOD             NGS
 DD1531  HISTORY     - 19970609 GOOD             SCGS
 DD1531  HISTORY     - 20021118 GOOD             USPSQD
 DD1531  HISTORY     - 20050822 GOOD             USPSQD
 DD1531  HISTORY     - 20060822 GOOD             USPSQD
 DD1531
 DD1531                          STATION DESCRIPTION
 DD1531
 DD1531'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1531'IN SURFSIDE BEACH.
 DD1531'0.1 KM (0.05 MI) SOUTHEAST ALONG THE ENTRANCE DRIVE TO OCEAN LAKES
 DD1531'CAMPGROUND FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS AND STATE
 DD1531'HIGHWAY 544 IN SURFSIDE BEACH, SET NEAR A CREPE MYRTLE TREE IN THE
 DD1531'SOUTHEAST ANGLE OF THE ENTRANCE DRIVE AND A FRONTAGE ROAD, 4.0 METERS
 DD1531'(13.12 FT) EAST OF THE 6 INCH CREPE MYRTLE TREE, 28.0 METERS
 DD1531'(91.86 FT) NORTHEAST OF THE CENTER OF THE EXIT DRIVE, 29.43 METERS
 DD1531'(96.56 FT) SOUTHEAST OF THE CENTER OF THE FRONTAGE ROAD, 17.88 METERS
 DD1531'(58.66 FT) SOUTH OF A 15 INCH LONE PINE TREE, 12.2 METERS (40.03 FT)
 DD1531'EAST NORTHEAST OF A QUADRUPLE TRUNK LIVE OAK TREE.
 DD1531'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 DD1531
 DD1531                          STATION RECOVERY (1990)
 DD1531
 DD1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1531'RECOVERED IN GOOD CONDITION.
 DD1531
 DD1531                          STATION RECOVERY (1997)
 DD1531
 DD1531'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1531'STATION IS LOCATED 1.65 MILES (2.66 KM) NORTHEAST OF SURFSIDE BEACH,
 DD1531'15.2 MILES (24.5 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--UNKNOWN.
 DD1531'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 BUSINESS
 DD1531'(HIGHWAY 17) , STATE HIGHWAY 544 (DICK POND ROAD) AND THE ENTRANCE TO
 DD1531'OCEAN LAKES CAMPGROUND, GO SOUTHEAST ON THE CAMPGROUND ENTRANCE FOR
 DD1531'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT IN THE NORTH ANGLE OF A
 DD1531'DRIVEWAY LEADING TO SHORT TERM AUTO AND MOTORCYCLE PARKING. STATION IS
 DD1531'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY,
 DD1531'49.4 FEET (15.1 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE NORTHEAST
 DD1531'CURB OF THE CAMPGROUND EXIT, 34.9 FEET (10.6 M) NORTHWEST OF THE
 DD1531'CENTER OF THE DRIVEWAY, 69.1 FEET (21.1 M) SOUTHEAST OF A SQUARE
 DD1531'CONCRETE HIGHWAY RIGHT OF WAY MARKER, 109.5 FEET (33.4 M) NORTHEAST OF
 DD1531'FLAG POLE, 49.8 FEET (15.2 M) NORTHEAST OF LAMP POST NUMBER 15.
 DD1531'RECOVERED BY C.E.  GEOGHEGAN.
 DD1531
 DD1531                          STATION RECOVERY (2002)
 DD1531
 DD1531'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1531'RECOVERED IN GOOD CONDITION.
 DD1531
 DD1531                          STATION RECOVERY (2005)
 DD1531
 DD1531'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1531'RECOVERED IN GOOD CONDITION.
 DD1531
 DD1531                          STATION RECOVERY (2006)
 DD1531
 DD1531'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1532 ***********************************************************************
 DD1532  DESIGNATION -  26 114
 DD1532  PID         -  DD1532
 DD1532  STATE/COUNTY-  SC/HORRY
 DD1532  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1532
 DD1532                         *CURRENT SURVEY CONTROL
 DD1532  ___________________________________________________________________
 DD1532* NAD 83(1986)-  33 38 02.     (N)    078 57 20.     (W)     SCALED    
 DD1532* NAVD 88     -         7.112  (meters)      23.33   (feet)  ADJUSTED  
 DD1532  ___________________________________________________________________
 DD1532  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1532  DYNAMIC HT  -           7.104 (meters)      23.31  (feet)  COMP
 DD1532  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 DD1532
 DD1532  VERT ORDER  -  FIRST     CLASS II
 DD1532
 DD1532.The horizontal coordinates were scaled from a topographic map and have
 DD1532.an estimated accuracy of +/- 6 seconds.
 DD1532
 DD1532.The orthometric height was determined by differential leveling
 DD1532.and adjusted by the National Geodetic Survey in June 1991..
 DD1532
 DD1532.The geoid height was determined by GEOID03.
 DD1532
 DD1532.The dynamic height is computed by dividing the NAVD 88
 DD1532.geopotential number by the normal gravity value computed on the
 DD1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1532.degrees latitude (g = 980.6199 gals.).
 DD1532
 DD1532.The modeled gravity was interpolated from observed gravity values.
 DD1532
 DD1532;                    North         East    Units  Estimated Accuracy
 DD1532;SPC SC       -   201,550.      799,230.      MT  (+/- 180 meters Scaled)
 DD1532
 DD1532                          SUPERSEDED SURVEY CONTROL
 DD1532
 DD1532  NGVD 29 (05/09/91)    7.421  (m)           24.35   (f) ADJUSTED    1 2
 DD1532
 DD1532.Superseded values are not recommended for survey control.
 DD1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1532.See file dsdata.txt to determine how the superseded data were derived.
 DD1532
 DD1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT896234(NAD 83)
 DD1532_MARKER: DD = SURVEY DISK
 DD1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1532_SP_SET: CONCRETE POST
 DD1532_STAMPING: VERT 26 114 1986
 DD1532_MARK LOGO: SCGS  
 DD1532_PROJECTION: RECESSED 10 CENTIMETERS
 DD1532_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1532+STABILITY: SURFACE MOTION
 DD1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1532+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 DD1532
 DD1532  HISTORY     - Date     Condition        Report By
 DD1532  HISTORY     - 1986     MONUMENTED       SCGS
 DD1532  HISTORY     - 19900430 GOOD             NGS
 DD1532  HISTORY     - 19970609 GOOD             SCGS
 DD1532
 DD1532                          STATION DESCRIPTION
 DD1532
 DD1532'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1532'0.8 KM (0.5 MI) NE FROM SURFSIDE BEACH.
 DD1532'0.8 KM (0.5 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1532'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THENCE 0.1 KM
 DD1532'(0.05 MI) SOUTHEAST ALONG A ENTRANCE DRIVE TO LAKEWOOD CAMPGROUND, SET
 DD1532'IN A GRASSY MEDIAN AT THE ENTRANCE, 0.93 METER (3.05 FT) SOUTHWEST OF
 DD1532'A FIVE FOOT 20 INCH PALM-TYPE TREE, 11.3 METERS (37.07 FT) EAST
 DD1532'NORTHEAST OF THE CENTER OF THE ENTRANCE DRIVE, 10.0 METERS (32.81 FT)
 DD1532'WEST SOUTHWEST OF THE CENTER OF THE EXIT DRIVE, 17.0 METERS (55.77 FT)
 DD1532'NORTHWEST OF AN 18 INCH LIVE OAK TREE, 4.39 METERS (14.4 FT) SOUTH OF
 DD1532'THE EAST CORNER OF THE NORTHEAST END OF A FIVE FOOT HIGH BRICK SIGN
 DD1532'(LAKEWOOD FAMILY CAMPGROUND).
 DD1532'THE MARK IS 0.10 M BELOW DRIVE.
 DD1532
 DD1532                          STATION RECOVERY (1990)
 DD1532
 DD1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1532'RECOVERED IN GOOD CONDITION.
 DD1532
 DD1532                          STATION RECOVERY (1997)
 DD1532
 DD1532'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1532'STATION IS LOCATED 14.95 MILES (24.06 KM) SOUTH SOUTHEAST OF CONWAY,
 DD1532'2.2 MILES (3.5 KM) NORTHEAST OF SURFSIDE BEACH.  OWNERSHIP--LAKEWOOD
 DD1532'CAMPING RESORT, 5901 SOUTH KINGS HIGHWAY, MYRTLE BEACH, SC 29575-4997,
 DD1532'PHONE 800-258-8309.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD1532'HIGHWAY 17 BUSINESS (HIGHWAY 17) AND STATE HIGHWAY 544 (DICK POND
 DD1532'ROAD) , 1.7 MILES (2.7 KM) NORTHEAST OF SURFSIDE, GO NORTHEAST ON
 DD1532'HIGHWAY 17 FOR 0.5 MILE (0.8 KM) TO THE ENTRANCE TO THE LAKEWOOD
 DD1532'FAMILY CAMPGROUND, TURN RIGHT ON THE ENTRANCE DRIVE FOR 0.05 MILE
 DD1532'(0.08 KM) TO THE STATION ON THE LEFT NEAR A FLAG POLE IN THE MEDIAN.
 DD1532'STATION IS A CONCRETE POST RECESSED 0.6 FOOT (18.3 CM) AND 0.5 FOOT
 DD1532'(15.2 CM) BELOW THE ENTRANCE DRIVE, 43.3 FEET (13.2 M) EAST NORTHEAST
 DD1532'OF THE CENTER OF THE ENTRANCE DRIVE, 8.8 FEET (2.7 M) EAST SOUTHEAST
 DD1532'OF THE FLAG POLE, 13.0 FEET (4.0 M) SOUTH SOUTHEAST OF THE SOUTH
 DD1532'CORNER OF THE NORTHEAST BRICK PILLAR FOR THE CAMPGROUND SIGN, 16.6
 DD1532'FEET (5.1 M) EAST OF THE EAST CORNER OF THE SOUTHWEST BRICK PILLAR FOR
 DD1532'THE CAMPGROUND SIGN, 7.0 FEET (2.1 M) NORTHWEST OF THE NORTHWEST EDGE
 DD1532'OF THE BRICK CURBING SURROUNDING THE MEDIAN. RECOVERED BY C.E.
 DD1532'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1536 ***********************************************************************
 DD1536  DESIGNATION -  26 115
 DD1536  PID         -  DD1536
 DD1536  STATE/COUNTY-  SC/HORRY
 DD1536  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1536
 DD1536                         *CURRENT SURVEY CONTROL
 DD1536  ___________________________________________________________________
 DD1536* NAD 83(1986)-  33 38 21.     (N)    078 56 58.     (W)     SCALED    
 DD1536* NAVD 88     -         7.312  (meters)      23.99   (feet)  ADJUSTED  
 DD1536  ___________________________________________________________________
 DD1536  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1536  DYNAMIC HT  -           7.305 (meters)      23.97  (feet)  COMP
 DD1536  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 DD1536
 DD1536  VERT ORDER  -  FIRST     CLASS II
 DD1536
 DD1536.The horizontal coordinates were scaled from a topographic map and have
 DD1536.an estimated accuracy of +/- 6 seconds.
 DD1536
 DD1536.The orthometric height was determined by differential leveling
 DD1536.and adjusted by the National Geodetic Survey in June 1991..
 DD1536
 DD1536.The geoid height was determined by GEOID03.
 DD1536
 DD1536.The dynamic height is computed by dividing the NAVD 88
 DD1536.geopotential number by the normal gravity value computed on the
 DD1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1536.degrees latitude (g = 980.6199 gals.).
 DD1536
 DD1536.The modeled gravity was interpolated from observed gravity values.
 DD1536
 DD1536;                    North         East    Units  Estimated Accuracy
 DD1536;SPC SC       -   202,150.      799,790.      MT  (+/- 180 meters Scaled)
 DD1536
 DD1536                          SUPERSEDED SURVEY CONTROL
 DD1536
 DD1536  NGVD 29 (05/09/91)    7.621  (m)           25.00   (f) ADJUSTED    1 2
 DD1536
 DD1536.Superseded values are not recommended for survey control.
 DD1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1536.See file dsdata.txt to determine how the superseded data were derived.
 DD1536
 DD1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT901240(NAD 83)
 DD1536_MARKER: DD = SURVEY DISK
 DD1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1536_SP_SET: CONCRETE POST
 DD1536_STAMPING: VERT 26 115 1986
 DD1536_MARK LOGO: SCGS  
 DD1536_PROJECTION: FLUSH
 DD1536_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1536+STABILITY: SURFACE MOTION
 DD1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1536+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1997
 DD1536
 DD1536  HISTORY     - Date     Condition        Report By
 DD1536  HISTORY     - 1986     MONUMENTED       SCGS
 DD1536  HISTORY     - 19900430 GOOD             NGS
 DD1536  HISTORY     - 19970610 GOOD             SCGS
 DD1536
 DD1536                          STATION DESCRIPTION
 DD1536
 DD1536'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1536'1.6 KM (1.0 MI) NE FROM SURFSIDE BEACH.
 DD1536'1.6 KM (1.0 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1536'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, SET IN FRONT OF THE
 DD1536'ADMINISTRATIVE BUILDING INSIDE OF A CHAIN LINK FENCE SURROUNDING THE
 DD1536'MAGIC HARBOR AMUSEMENT PARK, 49.05 METERS (160.93 FT) SOUTH SOUTHEAST
 DD1536'OF THE SOUTHEAST CORNER OF THE FOUNDATION SURROUNDING THE MAGIC HARBOR
 DD1536'LIGHT HOUSE, 9.85 METERS (32.32 FT) NORTH NORTHWEST OF THE NORTHWEST
 DD1536'CORNER OF THE BUILDING, 4.05 METERS (13.29 FT) SOUTH SOUTHEAST OF THE
 DD1536'WEST CORNER OF THE NINE FOOT CHAIN LINK FENCE, 12.95 METERS (42.49 FT)
 DD1536'EAST NORTHEAST OF A FLAG POLE, 21.05 METERS (69.06 FT) WEST OF THE
 DD1536'NORTHEAST CORNER OF THE BUILDING, 14.0 METERS (45.93 FT) NORTH OF A
 DD1536'22-INCH LIVE OAK TREE, 73.0 METERS (239.5 FT) SOUTH SOUTHEAST OF THE
 DD1536'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY.
 DD1536'THE MARK IS ABOVE LEVEL WITH PAVED PARKING LOT.
 DD1536
 DD1536                          STATION RECOVERY (1990)
 DD1536
 DD1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1536'RECOVERED IN GOOD CONDITION.
 DD1536
 DD1536                          STATION RECOVERY (1997)
 DD1536
 DD1536'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1536'STATION IS LOCATED 14.75 MILES (23.74 KM) SOUTH SOUTHEAST OF CONWAY,
 DD1536'2.65 MILES (4.26 KM) NORTHEAST OF SURFSIDE BEACH. OWNERSHIP--SANDMANS
 DD1536'DREAMLAND INCORPORATED.  TO REACH THE STATION FROM THE JUNCTION OF
 DD1536'U.S.  HIGHWAY 17 BUSINESS (HIGHWAY 17) AND STATE HIGHWAY 544 (DICK
 DD1536'POND ROAD) , 1.7 MILES (2.7 KM) NORTHEAST OF SURFSIDE BEACH, GO
 DD1536'NORTHEAST ON HIGHWAY 17 FOR 1.05 MILES (1.69 KM) TO THE SECOND (MAIN)
 DD1536'ENTRANCE TO AN ABANDONED PARKING LOT RIGHT, TURN RIGHT CROSSING
 DD1536'PARKING LOT FOR 0.05 MILE (0.08 KM) TO A CHAIN LINK FENCE AND THE
 DD1536'STATION IN FRONT OF THE CONCRETE FOUNDATION OF A DEMOLISHED BUILDING.
 DD1536'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.5 FEET
 DD1536'(0.5 M) BELOW THE TOP OF THE FOUNDATION, 40.1 FEET (12.2 M) NORTHWEST
 DD1536'OF THE WEST CORNER OF THE FOUNDATION, 60.1 FEET (18.3 M) WEST OF THE
 DD1536'NORTH CORNER OF THE FOUNDATION, 46.0 FEET (14.0 M) NORTH OF A 1.4-FOOT
 DD1536'LIVE OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 13.3 FEET (4.1 M)
 DD1536'SOUTH SOUTHEAST OF THE WEST CORNER OF THE FENCE, 5.9 FEET (1.8 M) EAST
 DD1536'SOUTHEAST OF A WITNESS POST IN THE FENCE LINE.  RECOVERED BY C.E.
 DD1536'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1540 ***********************************************************************
 DD1540  DESIGNATION -  26 116
 DD1540  PID         -  DD1540
 DD1540  STATE/COUNTY-  SC/HORRY
 DD1540  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1540
 DD1540                         *CURRENT SURVEY CONTROL
 DD1540  ___________________________________________________________________
 DD1540* NAD 83(1986)-  33 39 07.     (N)    078 56 07.     (W)     SCALED    
 DD1540* NAVD 88     -         7.118  (meters)      23.35   (feet)  ADJUSTED  
 DD1540  ___________________________________________________________________
 DD1540  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1540  DYNAMIC HT  -           7.110 (meters)      23.33  (feet)  COMP
 DD1540  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 DD1540
 DD1540  VERT ORDER  -  FIRST     CLASS II
 DD1540
 DD1540.The horizontal coordinates were scaled from a topographic map and have
 DD1540.an estimated accuracy of +/- 6 seconds.
 DD1540
 DD1540.The orthometric height was determined by differential leveling
 DD1540.and adjusted by the National Geodetic Survey in June 1991..
 DD1540
 DD1540.The geoid height was determined by GEOID03.
 DD1540
 DD1540.The dynamic height is computed by dividing the NAVD 88
 DD1540.geopotential number by the normal gravity value computed on the
 DD1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1540.degrees latitude (g = 980.6199 gals.).
 DD1540
 DD1540.The modeled gravity was interpolated from observed gravity values.
 DD1540
 DD1540;                    North         East    Units  Estimated Accuracy
 DD1540;SPC SC       -   203,590.      801,070.      MT  (+/- 180 meters Scaled)
 DD1540
 DD1540                          SUPERSEDED SURVEY CONTROL
 DD1540
 DD1540  NGVD 29 (05/09/91)    7.423  (m)           24.35   (f) ADJUSTED    1 2
 DD1540
 DD1540.Superseded values are not recommended for survey control.
 DD1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1540.See file dsdata.txt to determine how the superseded data were derived.
 DD1540
 DD1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT914254(NAD 83)
 DD1540_MARKER: DD = SURVEY DISK
 DD1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1540_SP_SET: CONCRETE POST
 DD1540_STAMPING: VERT 26 116 1986
 DD1540_MARK LOGO: SCGS  
 DD1540_PROJECTION: FLUSH
 DD1540_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1540+STABILITY: SURFACE MOTION
 DD1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1540+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1997
 DD1540
 DD1540  HISTORY     - Date     Condition        Report By
 DD1540  HISTORY     - 1986     MONUMENTED       SCGS
 DD1540  HISTORY     - 19900430 GOOD             NGS
 DD1540  HISTORY     - 19970611 GOOD             SCGS
 DD1540
 DD1540                          STATION DESCRIPTION
 DD1540
 DD1540'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1540'3.5 KM (2.2 MI) NE FROM SURFSIDE BEACH.
 DD1540'3.5 KM (2.2 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1540'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, SET NEAR THE EAST
 DD1540'CORNER OF A SMALL BRICK GUARD HOUSE INSIDE OF A CHAIN LINK FENCE
 DD1540'SURROUNDING THE MYRTLE BEACH AIR FORCE BASE HOUSING AREA IN THE NORTH
 DD1540'ANGLE OF ALDER STREET, 8.77 METERS (28.77 FT) EAST OF THE EAST CORNER
 DD1540'OF THE GUARD HOUSE, 25.98 METERS (85.24 FT) SOUTH SOUTHEAST OF THE
 DD1540'SOUTHEAST CORNER OF A BRICK HOUSE, 18.5 METERS (60.7 FT) NORTHEAST OF
 DD1540'THE CENTER OF ALDER STREET, 46.55 METERS (152.72 FT) NORTHWEST OF THE
 DD1540'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 6.3 METERS (20.67 FT)
 DD1540'WEST OF A 28 INCH PINE TREE.
 DD1540'THE MARK IS 5.22 METERS  S FROM A WITNESS POST.
 DD1540'THE MARK IS 0.30 M ABOVE ALDER STREET.
 DD1540
 DD1540                          STATION RECOVERY (1990)
 DD1540
 DD1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1540'RECOVERED IN GOOD CONDITION.
 DD1540
 DD1540                          STATION RECOVERY (1997)
 DD1540
 DD1540'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1540'STATION IS LOCATED 14.3 MILES (23.0 KM) SOUTH SOUTHEAST OF CONWAY, 3.8
 DD1540'MILES (6.1 KM) SOUTHWEST OF MYRTLE BEACH.  OWNERSHIP--MYRTLE BEACH AIR
 DD1540'FORCE BASE REDEVELOP CORPORATION, 1063 HOWARD PARKWAY, MYRTLE BEACH,
 DD1540'SC 29527, PHONE 803-238-0681, CONTACT-FRED GLOVER OR BUDDY STYERS.  TO
 DD1540'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 BUSINESS
 DD1540'(SOUTH KINGS HIGHWAY) AND STATE HIGHWAY 73 (OCEAN BOULEVARD) , 3.15
 DD1540'MILES (5.07 KM) SOUTHWEST OF MYRTLE BEACH, GO SOUTHWEST ON HIGHWAY 17
 DD1540'BUSINESS FOR 0.7 MILE (1.1 KM) TO A ROAD RIGHT (MALLARD LANE DRIVE) ,
 DD1540'TURN RIGHT ON MALLARD LANE DRIVE FOR 0.05 MILE (0.08 KM) TO THE
 DD1540'STATION ON THE RIGHT NEAR AN ABANDONED BRICK GUARD BOOTH.  STATION IS
 DD1540'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE
 DD1540'MALLARD LANE DRIVE, 43.8 FEET (13.4 M) NORTHEAST OF THE NORTHWEST EDGE
 DD1540'OF THE CURB OF MALLARD LANE DRIVE, 28.8 FEET (8.8 M) EAST OF THE EAST
 DD1540'CORNER OF THE GUARD BOOTH, 85.1 FEET (25.9 M) SOUTH OF THE SOUTH
 DD1540'CORNER OF A BRICK AND WOOD HOUSE NUMBER 570, 71.6 FEET (21.8 M)
 DD1540'SOUTHWEST OF A POWER POLE 106550/BB/24 WITH GUY WIRE, 16.9 FEET (5.2
 DD1540'M) SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1543 ***********************************************************************
 DD1543  DESIGNATION -  26 117
 DD1543  PID         -  DD1543
 DD1543  STATE/COUNTY-  SC/HORRY
 DD1543  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1543
 DD1543                         *CURRENT SURVEY CONTROL
 DD1543  ___________________________________________________________________
 DD1543* NAD 83(1986)-  33 39 54.     (N)    078 54 38.     (W)     SCALED    
 DD1543* NAVD 88     -         2.949  (meters)       9.68   (feet)  ADJUSTED  
 DD1543  ___________________________________________________________________
 DD1543  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1543  DYNAMIC HT  -           2.946 (meters)       9.67  (feet)  COMP
 DD1543  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 DD1543
 DD1543  VERT ORDER  -  FIRST     CLASS II
 DD1543
 DD1543.The horizontal coordinates were scaled from a topographic map and have
 DD1543.an estimated accuracy of +/- 6 seconds.
 DD1543
 DD1543.The orthometric height was determined by differential leveling
 DD1543.and adjusted by the National Geodetic Survey in June 1991..
 DD1543
 DD1543.The geoid height was determined by GEOID03.
 DD1543
 DD1543.The dynamic height is computed by dividing the NAVD 88
 DD1543.geopotential number by the normal gravity value computed on the
 DD1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1543.degrees latitude (g = 980.6199 gals.).
 DD1543
 DD1543.The modeled gravity was interpolated from observed gravity values.
 DD1543
 DD1543;                    North         East    Units  Estimated Accuracy
 DD1543;SPC SC       -   205,080.      803,330.      MT  (+/- 180 meters Scaled)
 DD1543
 DD1543                          SUPERSEDED SURVEY CONTROL
 DD1543
 DD1543  NGVD 29 (05/09/91)    3.248  (m)           10.66   (f) ADJUSTED    1 2
 DD1543
 DD1543.Superseded values are not recommended for survey control.
 DD1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1543.See file dsdata.txt to determine how the superseded data were derived.
 DD1543
 DD1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT937269(NAD 83)
 DD1543_MARKER: DD = SURVEY DISK
 DD1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1543_SP_SET: CONCRETE POST
 DD1543_STAMPING: VERT 26 117 1986
 DD1543_MARK LOGO: SCGS  
 DD1543_PROJECTION: FLUSH
 DD1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1543+STABILITY: SURFACE MOTION
 DD1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1543+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 DD1543
 DD1543  HISTORY     - Date     Condition        Report By
 DD1543  HISTORY     - 1986     MONUMENTED       SCGS
 DD1543  HISTORY     - 19900427 GOOD             NGS
 DD1543  HISTORY     - 19970611 MARK NOT FOUND   SCGS
 DD1543  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD1543  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD1543
 DD1543                          STATION DESCRIPTION
 DD1543
 DD1543'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1543'IN MYRTLE BEACH.
 DD1543'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1543'4.0 KM (2.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1543'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE
 DD1543'BEACH, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG 25TH AVENUE SOUTH, SET
 DD1543'NEAR THE NORTH CORNER OF THE TIKI MOTEL, 3.75 METERS (12.3 FT)
 DD1543'NORTHWEST OF THE NORTH CORNER OF THE MOTEL, 12.75 METERS (41.83 FT)
 DD1543'NORTHEAST OF THE CENTER OF A PAVED DRIVE LEADING TO THE MOTEL,
 DD1543'12.2 METERS (40.03 FT) SOUTHWEST OF THE CENTER OF 25TH AVENUE,
 DD1543'15.6 METERS (51.18 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 73
 DD1543'(OCEAN BOULEVARD), 18.95 METERS (62.17 FT) SOUTHWEST OF A POWER POLE
 DD1543'NUMBER 63021.
 DD1543
 DD1543                          STATION RECOVERY (1990)
 DD1543
 DD1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1543'4.0 KM (2.49 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1543'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1543'MYRTLE BEACH, THENCE 0.5 KM (0.31 MI) SOUTHEAST ALONG 25TH AVENUE
 DD1543'SOUTH, 15.5 M (50.85 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DD1543'73 (OCEAN BOULEVARD), 11.4 M (37.40 FT) SOUTHWEST OF THE EXTENDED
 DD1543'CENTER OF THE AVENUE, 7.1 M (23.29 FT) SOUTH OF THE CENTER OF A
 DD1543'MANHOLE COVER, 2.5 M (8.20 FT) WEST OF THE NORTH CORNER OF THE TIKI
 DD1543'MOTEL, 0.3 M (0.98 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND IN A
 DD1543'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 DD1543
 DD1543                          STATION RECOVERY (1997)
 DD1543
 DD1543'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1543'NOT RECOVERED, MEASUREMENTS LEAD TO A SAND PARKING LOT, MOTEL BUILDING
 DD1543'IS GONE, STATION IS PRESUMED DESTROYED DURING THE GRADING FOR CURRENT
 DD1543'PARKING LOT.  RECOVERY BY C.E.  GEOGHEGAN.
 DD1543
 DD1543                          STATION RECOVERY (2004)
 DD1543
 DD1543'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1543'MARK NOT FOUND.
 DD1543
 DD1543                          STATION RECOVERY (2005)
 DD1543
 DD1543'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1545 ***********************************************************************
 DD1545  DESIGNATION -  26 118
 DD1545  PID         -  DD1545
 DD1545  STATE/COUNTY-  SC/HORRY
 DD1545  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1545
 DD1545                         *CURRENT SURVEY CONTROL
 DD1545  ___________________________________________________________________
 DD1545* NAD 83(1986)-  33 40 24.     (N)    078 54 07.     (W)     SCALED    
 DD1545* NAVD 88     -         6.847  (meters)      22.46   (feet)  ADJUSTED  
 DD1545  ___________________________________________________________________
 DD1545  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1545  DYNAMIC HT  -           6.840 (meters)      22.44  (feet)  COMP
 DD1545  MODELED GRAV-     979,613.4   (mgal)                       NAVD 88
 DD1545
 DD1545  VERT ORDER  -  FIRST     CLASS II
 DD1545
 DD1545.The horizontal coordinates were scaled from a topographic map and have
 DD1545.an estimated accuracy of +/- 6 seconds.
 DD1545
 DD1545.The orthometric height was determined by differential leveling
 DD1545.and adjusted by the National Geodetic Survey in June 1991..
 DD1545.WARNING-Repeat measurements at this control monument indicate possible
 DD1545.vertical movement.
 DD1545
 DD1545.The geoid height was determined by GEOID03.
 DD1545
 DD1545.The dynamic height is computed by dividing the NAVD 88
 DD1545.geopotential number by the normal gravity value computed on the
 DD1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1545.degrees latitude (g = 980.6199 gals.).
 DD1545
 DD1545.The modeled gravity was interpolated from observed gravity values.
 DD1545
 DD1545;                    North         East    Units  Estimated Accuracy
 DD1545;SPC SC       -   206,020.      804,110.      MT  (+/- 180 meters Scaled)
 DD1545
 DD1545                          SUPERSEDED SURVEY CONTROL
 DD1545
 DD1545  NGVD 29 (05/09/91)    7.148  (m)           23.45   (f) ADJUSTED    1 2
 DD1545
 DD1545.Superseded values are not recommended for survey control.
 DD1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1545.See file dsdata.txt to determine how the superseded data were derived.
 DD1545
 DD1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT945279(NAD 83)
 DD1545_MARKER: DD = SURVEY DISK
 DD1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1545_SP_SET: CONCRETE POST
 DD1545_STAMPING: VERT 26 118 1986
 DD1545_MARK LOGO: SCGS  
 DD1545_PROJECTION: RECESSED 7 CENTIMETERS
 DD1545_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1545+STABILITY: SURFACE MOTION
 DD1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1545+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD1545
 DD1545  HISTORY     - Date     Condition        Report By
 DD1545  HISTORY     - 1986     MONUMENTED       SCGS
 DD1545  HISTORY     - 19900509 GOOD             NGS
 DD1545  HISTORY     - 19970701 GOOD             SCGS
 DD1545  HISTORY     - 19991029 GOOD             USPSQD
 DD1545  HISTORY     - 20040410 GOOD             USPSQD
 DD1545  HISTORY     - 20050416 GOOD             USPSQD
 DD1545  HISTORY     - 20060415 GOOD             USPSQD
 DD1545
 DD1545                          STATION DESCRIPTION
 DD1545
 DD1545'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1545'IN MYRTLE BEACH.
 DD1545'THE MARK IS 2.00 M ABOVE 16TH AVENUE.
 DD1545'2.7 KM (1.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1545'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE
 DD1545'BEACH, THENCE 0.25 KM (0.15 MI) SOUTHEAST ALONG 16TH AVENUE SOUTH, SET
 DD1545'NEAR THE NORTH CORNER OF THE POOL ON THE NORTHEAST SIDE OF THE WAVE
 DD1545'RIDER MOTEL IN THE SOUTHWEST ANGLE OF STATE HIGHWAY 73 (OCEAN
 DD1545'BOULEVARD), 11.0 METERS (36.09 FT) SOUTH SOUTHEAST OF THE SOUTHEAST
 DD1545'CORNER OF THE EASTERN MOST WING OF THE MOTEL, 17.4 METERS (57.09 FT)
 DD1545'WEST SOUTHWEST OF THE CENTER OF 16TH AVENUE, 75.3 METERS (247.05 FT)
 DD1545'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.68 METERS (15.35 FT)
 DD1545'WEST OF THE NORTHEAST CORNER OF THE BRICK SWIMMING POOL FOUNDATION,
 DD1545'4.6 METERS (15.09 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE SMALL
 DD1545'SWIMMING POOL, 12.5 METERS (41.01 FT) EAST NORTHEAST OF AN 11 INCH
 DD1545'PALMETTO TREE.
 DD1545
 DD1545                          STATION RECOVERY (1990)
 DD1545
 DD1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1545'IN MYRTLE BEACH, AT THE INTERSECTION OF SOUTH 16TH AVENUE AND OCEAN
 DD1545'BOULEVARD, BETWEEN THE SWIMMING POOL AND THE EAST WING OF THE WAVE
 DD1545'RIDER MOTEL, 45.6 M (149.61 FT) NORTHEAST OF THE CENTERLINE OF THE
 DD1545'BOULEVARD, 17.2 M (56.43 FT) SOUTHWEST OF THE CENTER OF THE AVENUE,
 DD1545'10.9 M (35.76 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOTEL, 4.6
 DD1545'M (15.09 FT) WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE POOL, 3.6
 DD1545'M (11.81 FT) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK, 1.5 M
 DD1545'(4.92 FT) ABOVE THE LEVEL OF THE AVENUE, 1.0 M (3.28 FT)
 DD1545'NORTH-NORTHWEST OF THE NORTHWEST EDGE OF THE POOL, AND IN A CONCRETE
 DD1545'MONUMENT THAT IS 0.1 M (0.33 FT) BELOW THE GROUND SURFACE.
 DD1545
 DD1545                          STATION RECOVERY (1997)
 DD1545
 DD1545'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1545'STATION IS LOCATED IN MYRTLE BEACH, 14.0 MILES (22.5 KM) SOUTHEAST OF
 DD1545'CONWAY.  OWNERSHIP--WAVE RIDER RESORT, 1600 SOUTH OCEAN BOULEVARD,
 DD1545'MYRTLE BEACH, SC 29577, PHONE 803-448-1591, CONTACT MR.  EMIL (BUD)
 DD1545'HORNBURG -PROPERTY MANAGER.  TO REACH THE STATION FROM THE JUNCTION OF
 DD1545'U.S.  HIGHWAY 17 BUSINESS (SOUTH KINGS HIGHWAY) AND STATE HIGHWAY 73
 DD1545'(OCEAN BOULEVARD) , 3.15 MILES (5.07 KM) SOUTHWEST OF MYRTLE BEACH, GO
 DD1545'SOUTHEAST ON HIGHWAY 73 FOR 1.8 MILES (2.9 KM) TO A STREET LEFT (16TH
 DD1545'AVENUE SOUTH) , TURN LEFT ON 16TH AVENUE SOUTH FOR 0.05 MILE (0.08 KM)
 DD1545'TO THE STATION ON THE LEFT IN THE PLAYGROUND OF THE WAVE RIDER MOTEL.
 DD1545'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M)
 DD1545'ABOVE 16TH AVENUE, 43.3 FEET (13.2 M) SOUTHWEST OF THE NORTHEAST EDGE
 DD1545'OF THE CURB FOR 16TH AVENUE, 35.7 FEET (10.9 M) SOUTH SOUTHEAST OF THE
 DD1545'EAST CORNER OF THE NORTHEAST WING OF BUILDING, 20.1 FEET (6.1 M)
 DD1545'SOUTHWEST OF THE SOUTH CORNER OF A BRICK BARBECUE PIT, 15.0 FEET (4.6
 DD1545'M) WEST SOUTHWEST OF THE NORTH CORNER OF A SWIMMING POOL, 11.4 FEET
 DD1545'(3.5 M) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK LEADING TO POOL,
 DD1545'2.9 FEET (0.9 M) NORTHWEST OF THE NORTHWEST EDGE OF THE POOL.
 DD1545'RECOVERED BY C.E.  GEOGHEGAN.
 DD1545
 DD1545                          STATION RECOVERY (1999)
 DD1545
 DD1545'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1545'RECOVERED IN GOOD CONDITION.
 DD1545
 DD1545                          STATION RECOVERY (2004)
 DD1545
 DD1545'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1545'RECOVERED IN GOOD CONDITION.
 DD1545
 DD1545                          STATION RECOVERY (2005)
 DD1545
 DD1545'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1545'RECOVERED IN GOOD CONDITION.
 DD1545
 DD1545                          STATION RECOVERY (2006)
 DD1545
 DD1545'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1666 ***********************************************************************
 DD1666  DESIGNATION -  26 119
 DD1666  PID         -  DD1666
 DD1666  STATE/COUNTY-  SC/HORRY
 DD1666  USGS QUAD   -  OCEAN FOREST (1984)
 DD1666
 DD1666                         *CURRENT SURVEY CONTROL
 DD1666  ___________________________________________________________________
 DD1666* NAD 83(1986)-  33 43 22.     (N)    078 50 46.     (W)     SCALED    
 DD1666* NAVD 88     -         5.398  (meters)      17.71   (feet)  ADJUSTED  
 DD1666  ___________________________________________________________________
 DD1666  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1666  DYNAMIC HT  -           5.393 (meters)      17.69  (feet)  COMP
 DD1666  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 DD1666
 DD1666  VERT ORDER  -  FIRST     CLASS II
 DD1666
 DD1666.The horizontal coordinates were scaled from a topographic map and have
 DD1666.an estimated accuracy of +/- 6 seconds.
 DD1666
 DD1666.The orthometric height was determined by differential leveling
 DD1666.and adjusted by the National Geodetic Survey in June 1991..
 DD1666
 DD1666.The geoid height was determined by GEOID03.
 DD1666
 DD1666.The dynamic height is computed by dividing the NAVD 88
 DD1666.geopotential number by the normal gravity value computed on the
 DD1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1666.degrees latitude (g = 980.6199 gals.).
 DD1666
 DD1666.The modeled gravity was interpolated from observed gravity values.
 DD1666
 DD1666;                    North         East    Units  Estimated Accuracy
 DD1666;SPC SC       -   211,610.      809,180.      MT  (+/- 180 meters Scaled)
 DD1666
 DD1666                          SUPERSEDED SURVEY CONTROL
 DD1666
 DD1666  NGVD 29 (05/09/91)    5.707  (m)           18.72   (f) ADJUSTED    1 2
 DD1666
 DD1666.Superseded values are not recommended for survey control.
 DD1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1666.See file dsdata.txt to determine how the superseded data were derived.
 DD1666
 DD1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT995335(NAD 83)
 DD1666_MARKER: DD = SURVEY DISK
 DD1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1666_SP_SET: CONCRETE POST
 DD1666_STAMPING: VERT 26 119 1986
 DD1666_MARK LOGO: SCGS  
 DD1666_PROJECTION: FLUSH
 DD1666_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1666+STABILITY: SURFACE MOTION
 DD1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1666+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 DD1666
 DD1666  HISTORY     - Date     Condition        Report By
 DD1666  HISTORY     - 1986     MONUMENTED       SCGS
 DD1666  HISTORY     - 19900424 GOOD             NGS
 DD1666  HISTORY     - 19970618 GOOD             SCGS
 DD1666
 DD1666                          STATION DESCRIPTION
 DD1666
 DD1666'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1666'4.75 KM (2.95 MI) NE FROM MYRTLE BEACH.
 DD1666'4.75 KM (2.95 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1666'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1666'MYRTLE BEACH, SET NEAR THE NORTH CORNER OF THE PINE LAKE BIBLE
 DD1666'CHURCH, 2.13 METERS (6.99 FT) WEST OF THE NORTH CORNER OF THE CHURCH,
 DD1666'1.01 METERS (3.31 FT) NORTH NORTHWEST OF THE NORTHWEST FACE OF THE
 DD1666'CHURCH, 13.57 METERS (44.52 FT) SOUTH SOUTHEAST OF THE CURB OF THE
 DD1666'NORTHBOUND LANES, 18.45 METERS (60.53 FT) SOUTH SOUTHWEST OF A
 DD1666'MULTI-TRUNK HICKORY TREE, 21.6 METERS (70.87 FT) EAST OF A POWER POLE
 DD1666'NUMBER 44598 WITH A STREET LIGHT.
 DD1666'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1666
 DD1666                          STATION RECOVERY (1990)
 DD1666
 DD1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1666'RECOVERED IN GOOD CONDITION.
 DD1666
 DD1666                          STATION RECOVERY (1997)
 DD1666
 DD1666'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1666'STATION IS LOCATED 3.3 MILES (5.3 KM) NORTHEAST OF MYRTLE BEACH, 13.95
 DD1666'MILES (22.45 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--PINE LAKES
 DD1666'BIBLE CHURCH, 4808 NORTH KINGS HIGHWAY, MYRTLE BEACH, SC 29577.  TO
 DD1666'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 17 BUSINESS
 DD1666'(SOUTH KINGS HIGHWAY) AND 501 (MAIN STREET) IN MYRTLE BEACH, GO EAST
 DD1666'NORTHEAST ON HIGHWAY 17 BUSINESS FOR 2.2 MILES (3.5 KM) TO THE
 DD1666'JUNCTION OF STATE ROAD 263 (38TH AVENUE NORTH) , CONTINUE ON HIGHWAY
 DD1666'17 BUSINESS FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT NEAR THE
 DD1666'NORTH CORNER OF THE MAIN PART OF THE PINE LAKES BIBLE CHURCH, 0.2 MILE
 DD1666'(0.3 KM) SOUTHWEST OF THE JUNCTION OF STATE ROAD 203 (52ND AVENUE
 DD1666'NORTH) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 DD1666'WITH THE HIGHWAY, 44.6 FEET (13.6 M) SOUTHEAST OF THE NORTHWEST EDGE
 DD1666'OF THE CURB OF HIGHWAY, 7.1 FEET (2.2 M) WEST OF THE NORTH CORNER OF
 DD1666'THE CHURCH, 3.5 FEET (1.1 M) WEST NORTHWEST OF NORTHWEST FACE OF
 DD1666'CHURCH, 29.7 FEET (9.1 M) EAST SOUTHEAST OF THE EAST CORNER OF THE
 DD1666'BRICK PLANTER WITH THE CHURCH SIGN, 70.8 FEET (21.6 M) EAST OF A POWER
 DD1666'POLE NUMBER 44598 WITH STREET LIGHT.  RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1668 ***********************************************************************
 DD1668  DESIGNATION -  26 120
 DD1668  PID         -  DD1668
 DD1668  STATE/COUNTY-  SC/HORRY
 DD1668  USGS QUAD   -  OCEAN FOREST (1984)
 DD1668
 DD1668                         *CURRENT SURVEY CONTROL
 DD1668  ___________________________________________________________________
 DD1668* NAD 83(1986)-  33 43 43.     (N)    078 50 22.     (W)     SCALED    
 DD1668* NAVD 88     -         6.114  (meters)      20.06   (feet)  ADJUSTED  
 DD1668  ___________________________________________________________________
 DD1668  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1668  DYNAMIC HT  -           6.108 (meters)      20.04  (feet)  COMP
 DD1668  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 DD1668
 DD1668  VERT ORDER  -  FIRST     CLASS II
 DD1668
 DD1668.The horizontal coordinates were scaled from a topographic map and have
 DD1668.an estimated accuracy of +/- 6 seconds.
 DD1668
 DD1668.The orthometric height was determined by differential leveling
 DD1668.and adjusted by the National Geodetic Survey in June 1991..
 DD1668.WARNING-Repeat measurements at this control monument indicate possible
 DD1668.vertical movement.
 DD1668
 DD1668.The geoid height was determined by GEOID03.
 DD1668
 DD1668.The dynamic height is computed by dividing the NAVD 88
 DD1668.geopotential number by the normal gravity value computed on the
 DD1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1668.degrees latitude (g = 980.6199 gals.).
 DD1668
 DD1668.The modeled gravity was interpolated from observed gravity values.
 DD1668
 DD1668;                    North         East    Units  Estimated Accuracy
 DD1668;SPC SC       -   212,270.      809,780.      MT  (+/- 180 meters Scaled)
 DD1668
 DD1668                          SUPERSEDED SURVEY CONTROL
 DD1668
 DD1668  NGVD 29 (05/09/91)    6.423  (m)           21.07   (f) ADJUSTED    1 2
 DD1668
 DD1668.Superseded values are not recommended for survey control.
 DD1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1668.See file dsdata.txt to determine how the superseded data were derived.
 DD1668
 DD1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT001341(NAD 83)
 DD1668_MARKER: DD = SURVEY DISK
 DD1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1668_SP_SET: CONCRETE POST
 DD1668_STAMPING: VERT 26 120 1986
 DD1668_MARK LOGO: SCGS  
 DD1668_PROJECTION: RECESSED 2 CENTIMETERS
 DD1668_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1668+STABILITY: SURFACE MOTION
 DD1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1668+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 DD1668
 DD1668  HISTORY     - Date     Condition        Report By
 DD1668  HISTORY     - 1986     MONUMENTED       SCGS
 DD1668  HISTORY     - 19900424 GOOD             NGS
 DD1668  HISTORY     - 19970618 GOOD             SCGS
 DD1668
 DD1668                          STATION DESCRIPTION
 DD1668
 DD1668'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1668'5.6 KM (3.5 MI) NE FROM MYRTLE BEACH.
 DD1668'5.6 KM (3.5 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1668'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1668'MYRTLE BEACH, SET NEAR THE NORTHWEST CORNER OF A STUCCO HOUSE (5512
 DD1668'KINGS HIGHWAY), 1.5 METERS (4.92 FT) SOUTH SOUTHWEST OF THE NORTHWEST
 DD1668'CORNER OF THE HOUSE, 9.9 METERS (32.48 FT) SOUTH SOUTHEAST OF A 16
 DD1668'INCH OAK TREE, 15.9 METERS (52.17 FT) SOUTH OF A 32 INCH PINE TREE,
 DD1668'17.1 METERS (56.1 FT) EAST SOUTHEAST OF A POWER POLE NUMBER 16535,
 DD1668'8.95 METERS (29.36 FT) EAST OF A 16 INCH MAGNOLIA TREE, 17.45 METERS
 DD1668'(57.25 FT) SOUTHEAST OF THE CURB OF THE NORTHBOUND LANES OF THE
 DD1668'HIGHWAY.
 DD1668'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD1668
 DD1668                          STATION RECOVERY (1990)
 DD1668
 DD1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1668'RECOVERED IN GOOD CONDITION.
 DD1668
 DD1668                          STATION RECOVERY (1997)
 DD1668
 DD1668'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1668'STATION IS LOCATED 3.85 MILES (6.20 KM) NORTHEAST OF MYRTLE BEACH,
 DD1668'14.1 MILES (22.7 KM) SOUTHEAST OF CONWAY.  OWNERSHIP-- MR.  GEORGE
 DD1668'ELLIOTT, 5512 NORTH KINGS HIGHWAY, MYRTLE BEACH, SC 29577, PHONE
 DD1668'803-449-2806.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1668'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (NORTH KINGS
 DD1668'HIGHWAY) , GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 3.3 MILES (5.3 KM)
 DD1668'TO THE JUNCTION OF STATE ROAD 53 (POINSETT ROAD) , CONTINUE ON HIGHWAY
 DD1668'17 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR THE WEST
 DD1668'CORNER OF A STUCCOED HOUSE NUMBER 5512.  STATION IS A CONCRETE POST
 DD1668'RECESSED 0.1 FOOT, (3.0 CM) 57.6 FEET (17.6 M) SOUTHEAST OF THE
 DD1668'NORTHWEST EDGE OF THE CURB OF THE HIGHWAY, 5.1 FEET (1.6 M) SOUTH
 DD1668'SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 36.1 FEET (11.0 M) EAST
 DD1668'NORTHEAST OF THE NORTH CORNER OF A MASONITE-SIDED HOUSE NUMBER 5510,
 DD1668'4.4 FEET (1.3 M) NORTHEAST OF THE FACE OF THE HOUSE, 56.6 FEET (17.3
 DD1668'M) EAST SOUTHEAST OF A POWER POLE NUMBER 16535.  RECOVERED BY C.E.
 DD1668'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1669 ***********************************************************************
 DD1669  DESIGNATION -  26 121
 DD1669  PID         -  DD1669
 DD1669  STATE/COUNTY-  SC/HORRY
 DD1669  USGS QUAD   -  OCEAN FOREST (1984)
 DD1669
 DD1669                         *CURRENT SURVEY CONTROL
 DD1669  ___________________________________________________________________
 DD1669* NAD 83(1986)-  33 44 09.     (N)    078 49 53.     (W)     SCALED    
 DD1669* NAVD 88     -         9.725  (meters)      31.91   (feet)  ADJUSTED  
 DD1669  ___________________________________________________________________
 DD1669  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1669  DYNAMIC HT  -           9.715 (meters)      31.87  (feet)  COMP
 DD1669  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 DD1669
 DD1669  VERT ORDER  -  FIRST     CLASS II
 DD1669
 DD1669.The horizontal coordinates were scaled from a topographic map and have
 DD1669.an estimated accuracy of +/- 6 seconds.
 DD1669
 DD1669.The orthometric height was determined by differential leveling
 DD1669.and adjusted by the National Geodetic Survey in June 1991..
 DD1669.WARNING-Repeat measurements at this control monument indicate possible
 DD1669.vertical movement.
 DD1669
 DD1669.The geoid height was determined by GEOID03.
 DD1669
 DD1669.The dynamic height is computed by dividing the NAVD 88
 DD1669.geopotential number by the normal gravity value computed on the
 DD1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1669.degrees latitude (g = 980.6199 gals.).
 DD1669
 DD1669.The modeled gravity was interpolated from observed gravity values.
 DD1669
 DD1669;                    North         East    Units  Estimated Accuracy
 DD1669;SPC SC       -   213,090.      810,510.      MT  (+/- 180 meters Scaled)
 DD1669
 DD1669                          SUPERSEDED SURVEY CONTROL
 DD1669
 DD1669  NGVD 29 (05/09/91)   10.033  (m)           32.92   (f) ADJUSTED    1 2
 DD1669
 DD1669.Superseded values are not recommended for survey control.
 DD1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1669.See file dsdata.txt to determine how the superseded data were derived.
 DD1669
 DD1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT009349(NAD 83)
 DD1669_MARKER: DD = SURVEY DISK
 DD1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1669_SP_SET: CONCRETE POST
 DD1669_STAMPING: VERT 26 121 1986
 DD1669_MARK LOGO: SCGS  
 DD1669_PROJECTION: FLUSH
 DD1669_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1669+STABILITY: SURFACE MOTION
 DD1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1669+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 DD1669
 DD1669  HISTORY     - Date     Condition        Report By
 DD1669  HISTORY     - 1986     MONUMENTED       SCGS
 DD1669  HISTORY     - 19900424 GOOD             NGS
 DD1669  HISTORY     - 19970714 GOOD             SCGS
 DD1669
 DD1669                          STATION DESCRIPTION
 DD1669
 DD1669'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1669'6.8 KM (4.2 MI) NE FROM MYRTLE BEACH.
 DD1669'6.8 KM (4.2 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1669'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1669'MYRTLE BEACH, SET NEAR THE NORTHWEST CORNER OF THE ST. PHILLIPS
 DD1669'LUTHERAN CHURCH IN THE SOUTHEAST ANGLE OF HIGHLAND BOULEVARD, 1.12
 DD1669'METERS (3.67 FT) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE
 DD1669'CHURCH, 7.5 METERS (24.61 FT) SOUTHWEST OF THE CENTER OF A CONCRETE
 DD1669'ENTRANCE WALKWAY, 23.85 METERS (78.25 FT) NORTHEAST OF THE CENTER OF
 DD1669'THE BOULEVARD, 17.72 METERS (58.14 FT) SOUTH SOUTHEAST OF THE CURB OF
 DD1669'THE HIGHWAY, 19.91 METERS (65.32 FT) EAST SOUTHEAST OF POWER POLE
 DD1669'NUMBER 16561 WITH A TRAFFIC CONTROL BOX ATTACHED AND A GUY WIRE.
 DD1669'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1669
 DD1669                          STATION RECOVERY (1990)
 DD1669
 DD1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1669'RECOVERED IN GOOD CONDITION.
 DD1669
 DD1669                          STATION RECOVERY (1997)
 DD1669
 DD1669'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1669'STATION IS LOCATED 4.2 MILES (6.8 KM) NORTHEAST OF MYRTLE BEACH, 14.2
 DD1669'MILES (22.9 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP-- SAINT PHILLIPS
 DD1669'LUTHERAN CHURCH, DENNIS SETZER, PASTOR, 6200 NORTH KINGS HIGHWAY,
 DD1669'MYRTLE BEACH, SC 29572, PHONE 803-449-5345.  TO REACH THE STATION FROM
 DD1669'THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 17 (MARK GARNER HIGHWAY) AND
 DD1669'17 BUSINESS (NORTH KINGS HIGHWAY) , GO SOUTHWEST ON HIGHWAY 17
 DD1669'BUSINESS FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE ROAD 536
 DD1669'(65TH AVENUE NORTH) , CONTINUE ON HIGHWAY 17 FOR 0.25 MILE (0.40 KM)
 DD1669'TO THE STATION ON THE LEFT NEAR THE WEST CORNER OF THE SAINT PHILLIPS
 DD1669'LUTHERAN CHURCH IN THE EAST ANGLE OF NORTH HIGHLAND WAY.  STATION IS A
 DD1669'CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE
 DD1669'THE HIGHWAY, 57.7 FEET (17.6 M) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 DD1669'CURB OF THE HIGHWAY, 55.0 FEET (16.8 M) NORTHEAST OF THE SOUTHWEST
 DD1669'EDGE OF THE CURB OF NORTH HIGHLAND WAY, 3.7 FEET (1.1 M) NORTH
 DD1669'NORTHWEST OF THE WEST CORNER OF THE CHURCH, 56.1 FEET (17.1 M) EAST
 DD1669'SOUTHEAST OF THE EAST CORNER OF A TRAFFIC LIGHT CONTROL BOX, 8.9 FEET
 DD1669'(2.7 M) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK, 10.6 FEET (3.2
 DD1669'M) SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK.  RECOVERED BY C.E.
 DD1669'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1673 ***********************************************************************
 DD1673  DESIGNATION -  26 122
 DD1673  PID         -  DD1673
 DD1673  STATE/COUNTY-  SC/HORRY
 DD1673  USGS QUAD   -  HAND (1984)
 DD1673
 DD1673                         *CURRENT SURVEY CONTROL
 DD1673  ___________________________________________________________________
 DD1673* NAD 83(1986)-  33 45 19.     (N)    078 48 29.     (W)     SCALED    
 DD1673* NAVD 88     -         6.540  (meters)      21.46   (feet)  ADJUSTED  
 DD1673  ___________________________________________________________________
 DD1673  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1673  DYNAMIC HT  -           6.533 (meters)      21.43  (feet)  COMP
 DD1673  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 DD1673
 DD1673  VERT ORDER  -  FIRST     CLASS II
 DD1673
 DD1673.The horizontal coordinates were scaled from a topographic map and have
 DD1673.an estimated accuracy of +/- 6 seconds.
 DD1673
 DD1673.The orthometric height was determined by differential leveling
 DD1673.and adjusted by the National Geodetic Survey in June 1991..
 DD1673
 DD1673.The geoid height was determined by GEOID03.
 DD1673
 DD1673.The dynamic height is computed by dividing the NAVD 88
 DD1673.geopotential number by the normal gravity value computed on the
 DD1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1673.degrees latitude (g = 980.6199 gals.).
 DD1673
 DD1673.The modeled gravity was interpolated from observed gravity values.
 DD1673
 DD1673;                    North         East    Units  Estimated Accuracy
 DD1673;SPC SC       -   215,290.      812,620.      MT  (+/- 180 meters Scaled)
 DD1673
 DD1673                          SUPERSEDED SURVEY CONTROL
 DD1673
 DD1673  NGVD 29 (05/09/91)    6.849  (m)           22.47   (f) ADJUSTED    1 2
 DD1673
 DD1673.Superseded values are not recommended for survey control.
 DD1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1673.See file dsdata.txt to determine how the superseded data were derived.
 DD1673
 DD1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT030371(NAD 83)
 DD1673_MARKER: DD = SURVEY DISK
 DD1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1673_SP_SET: CONCRETE POST
 DD1673_STAMPING: VERT 26 122 1986
 DD1673_MARK LOGO: SCGS  
 DD1673_PROJECTION: FLUSH
 DD1673_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1673+STABILITY: SURFACE MOTION
 DD1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1673+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 DD1673
 DD1673  HISTORY     - Date     Condition        Report By
 DD1673  HISTORY     - 1986     MONUMENTED       SCGS
 DD1673  HISTORY     - 1987     GOOD             USPSQD
 DD1673  HISTORY     - 19900424 GOOD             NGS
 DD1673  HISTORY     - 19970715 GOOD             SCGS
 DD1673
 DD1673                          STATION DESCRIPTION
 DD1673
 DD1673'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1673'9.7 KM (6.05 MI) NE FROM MYRTLE BEACH.
 DD1673'9.8 KM (6.1 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1673'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD1673'MYRTLE BEACH, SET NEAR A POWER POLE NUMBER 18268 WITH A TRANSFORMER
 DD1673'AND TWO GUY WIRES, 4.44 METERS (14.57 FT) EAST SOUTHEAST OF THE POWER
 DD1673'POLE, 5.9 METERS (19.36 FT) NORTH OF A BLAZED TWIN TRUNK PINE TREE,
 DD1673'13.6 METERS (44.62 FT) WEST OF A 20 INCH WHITE OAK TREE, 19.4 METERS
 DD1673'(63.65 FT) SOUTH SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 DD1673'THE HIGHWAY.
 DD1673'THE MARK IS 1.00 METERS  NNE FROM A WITNESS POST.
 DD1673'THE MARK IS 0.50 M ABOVE HIGHWAY.
 DD1673
 DD1673                          STATION RECOVERY (1987)
 DD1673
 DD1673'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1673'RECOVERED IN GOOD CONDITION.
 DD1673
 DD1673                          STATION RECOVERY (1990)
 DD1673
 DD1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1673'RECOVERED IN GOOD CONDITION.
 DD1673
 DD1673                          STATION RECOVERY (1997)
 DD1673
 DD1673'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1673'STATION IS LOCATED 6.15 MILES (9.90 KM) NORTHEAST OF MYRTLE BEACH,
 DD1673'14.9 MILES (24.0 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP-- SCDOT,
 DD1673'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1673'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1673'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (NORTH KINGS
 DD1673'HIGHWAY) , GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 0.65 MILE (1.05 KM)
 DD1673'TO THE JUNCTION OF STATE HIGHWAY 73 (OCEAN BOULEVARD) , CONTINUE AHEAD
 DD1673'ON HIGHWAY 17 BUSINESS FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE
 DD1673'LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST FLUSH WITH THE
 DD1673'GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 63.6 FEET (19.4 M)
 DD1673'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 14.4
 DD1673'FEET (4.4 M) SOUTHEAST OF THE POWER POLE NUMBER 18268 WITH THREE GUY
 DD1673'WIRES, 71.5 FEET (21.8 M) SOUTH SOUTHWEST OF A SIGN FOR STATE HIGHWAY
 DD1673'73, 15.5 FEET (4.7 M) SOUTHWEST OF A 0.7-FOOT LIVE OAK TREE WITH A
 DD1673'SCGS REFERENCE WASHER ATTACHED, 3.0 FEET (0.9 M) NORTHEAST OF A
 DD1673'WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1676 ***********************************************************************
 DD1676  DESIGNATION -  26 123
 DD1676  PID         -  DD1676
 DD1676  STATE/COUNTY-  SC/HORRY
 DD1676  USGS QUAD   -  HAND (1984)
 DD1676
 DD1676                         *CURRENT SURVEY CONTROL
 DD1676  ___________________________________________________________________
 DD1676* NAD 83(1986)-  33 46 35.     (N)    078 47 29.     (W)     SCALED    
 DD1676* NAVD 88     -         7.333  (meters)      24.06   (feet)  ADJUSTED  
 DD1676  ___________________________________________________________________
 DD1676  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD1676  DYNAMIC HT  -           7.325 (meters)      24.03  (feet)  COMP
 DD1676  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 DD1676
 DD1676  VERT ORDER  -  FIRST     CLASS II
 DD1676
 DD1676.The horizontal coordinates were scaled from a topographic map and have
 DD1676.an estimated accuracy of +/- 6 seconds.
 DD1676
 DD1676.The orthometric height was determined by differential leveling
 DD1676.and adjusted by the National Geodetic Survey in June 1991..
 DD1676
 DD1676.The geoid height was determined by GEOID03.
 DD1676
 DD1676.The dynamic height is computed by dividing the NAVD 88
 DD1676.geopotential number by the normal gravity value computed on the
 DD1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1676.degrees latitude (g = 980.6199 gals.).
 DD1676
 DD1676.The modeled gravity was interpolated from observed gravity values.
 DD1676
 DD1676;                    North         East    Units  Estimated Accuracy
 DD1676;SPC SC       -   217,660.      814,120.      MT  (+/- 180 meters Scaled)
 DD1676
 DD1676                          SUPERSEDED SURVEY CONTROL
 DD1676
 DD1676  NGVD 29 (03/21/89)    7.643  (m)           25.08   (f) ADJUSTED    1 2
 DD1676
 DD1676.Superseded values are not recommended for survey control.
 DD1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1676.See file dsdata.txt to determine how the superseded data were derived.
 DD1676
 DD1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT045395(NAD 83)
 DD1676_MARKER: DD = SURVEY DISK
 DD1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1676_SP_SET: CONCRETE POST
 DD1676_STAMPING: VERT 26 123 1986
 DD1676_MARK LOGO: SCGS  
 DD1676_PROJECTION: FLUSH
 DD1676_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1676+STABILITY: SURFACE MOTION
 DD1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1676+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1676
 DD1676  HISTORY     - Date     Condition        Report By
 DD1676  HISTORY     - 1986     MONUMENTED       SCGS
 DD1676  HISTORY     - 19920717 GOOD             NGS
 DD1676  HISTORY     - 19970610 GOOD             SCGS
 DD1676
 DD1676                          STATION DESCRIPTION
 DD1676
 DD1676'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1676'12.6 KM (7.8 MI) NE FROM NORTH MYRTLE BEACH.
 DD1676'THE MARK IS 0.40 M BELOW ROAD.
 DD1676'11.7 KM (7.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1676'OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.25 KM (0.15 MI)
 DD1676'SOUTHEASTERLY ALONG LAKE ARROWHEAD ROAD, SET NEAR THE SOUTHEAST
 DD1676'CORNER OF A BRICK BUILDING (SHOWBIZ PIZZA PLACE), ADD-MAY ALSO BE
 DD1676'REACHED BY GOING 11.2 KM (6.95 MI) NORTHEAST ALONG U.S. HIGHWAY 17
 DD1676'BUSINESS (KINGS HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN
 DD1676'STREET) IN MYRTLE BEACH TO THE OVERPASS OF U.S. HIGHWAY 17 BYPASS,
 DD1676'CONTINUE 1.8 KM (1.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17, THENCE
 DD1676'0.25 KM (0.15 MI) SOUTHEASTERLY ALONG LAKE ARROWHEAD ROAD, 13.95
 DD1676'METERS (45.77 FT) WEST SOUTHWEST OF POWER POLE NUMBER 44688 WITH TWO
 DD1676'GUY WIRES, 15.14 METERS (49.67 FT) SOUTHWEST OF A LONE 12 INCH OAK
 DD1676'TREE, 18.7 METERS (61.35 FT) NORTHEAST OF A LONE 60 INCH OAK TREE,
 DD1676'23.9 METERS (78.41 FT) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 4.56
 DD1676'METERS (14.96 FT) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 DD1676'BUILDING.
 DD1676
 DD1676                          STATION RECOVERY (1992)
 DD1676
 DD1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1676'11.7 KM (7.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1676'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.3 KM (0.20
 DD1676'MI) SOUTHERLY ALONG LAKE ARROWHEAD ROAD, 23.9 M (78.4 FT)
 DD1676'WEST-SOUTHWEST OF THE ROAD CENTERLINE, 18.7 M (61.4 FT) NORTHEAST OF
 DD1676'A 60-INCH OAK TREE, 14.0 M (45.9 FT) WEST-SOUTHWEST OF UTILITY POLE
 DD1676'NUMBER 44688 WITH 2 GUY CABLES, 4.6 M (15.1 FT) SOUTHWEST OF THE
 DD1676'SOUTHEAST CORNER OF A SHOWBIZ PIZZA PLACE, 4.2 M (13.8 FT)
 DD1676'SOUTH-SOUTHEAST OF THE SOUTHEAST FACE OF THE BUILDING, 3.2 M (10.5
 DD1676'FT) WEST-SOUTHWEST OF THE WEST-SOUTHWEST EDGE OF A DRIVEWAY, 0.6 M
 DD1676'(2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A
 DD1676'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD1676
 DD1676                          STATION RECOVERY (1997)
 DD1676
 DD1676'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1676'STATION IS LOCATED 8.15 MILES (13.12 KM) NORTHEAST OF MYRTLE BEACH,
 DD1676'15.25 MILES (24.54 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--CHUCK E.
 DD1676'CHEESE PIZZA.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1676'HIGHWAYS 17 BUSINESS AND 17 BYPASS (KINGS HIGHWAY NORTH) , 7.15 MILES
 DD1676'(11.51 KM) NORTH NORTHEAST OF MYRTLE BEACH, GO NORTH NORTHEAST ON
 DD1676'HIGHWAY 17 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 469
 DD1676'(ARROWHEAD LAKE ROAD) , TURN RIGHT ON ROAD 469 FOR 0.2 MILE (0.3 KM)
 DD1676'TO THE STATION ON THE RIGHT IN THE MIDDLE OF FOUR LARGE SHRUBS NEAR
 DD1676'THE SOUTHEAST CORNER OF A BRICK AND STUCCOED BUILDING (CHUCK E CHEESE)
 DD1676'.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL
 DD1676'WITH A CONCRETE DRIVEWAY, 52.7 FEET (16.1 M) EAST OF THE EAST EDGE OF
 DD1676'THE CURB OF THE HIGHWAY, 14.8 FEET (4.5 M) SOUTH SOUTHWEST OF THE
 DD1676'SOUTHEAST CORNER OF THE BUILDING, 10.5 FEET (3.2 M) EAST OF THE EAST
 DD1676'EDGE OF THE DRIVEWAY, 61.4 FEET (18.7 M) NORTHEAST OF A 6.2-FOOT LIVE
 DD1676'OAK TREE, 13.8 FEET (4.2 M) SOUTH OF THE SOUTH FACE OF THE BUILDING,
 DD1676'1.0 FOOT (0.3 M) NORTH NORTHWEST OF A WITNESS POST.  NOTE-MARGINAL GPS
 DD1676'SITE.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1678 ***********************************************************************
 DD1678  DESIGNATION -  26 124
 DD1678  PID         -  DD1678
 DD1678  STATE/COUNTY-  SC/HORRY
 DD1678  USGS QUAD   -  HAND (1984)
 DD1678
 DD1678                         *CURRENT SURVEY CONTROL
 DD1678  ___________________________________________________________________
 DD1678* NAD 83(1986)-  33 46 54.     (N)    078 47 07.     (W)     SCALED    
 DD1678* NAVD 88     -         6.968  (meters)      22.86   (feet)  ADJUSTED  
 DD1678  ___________________________________________________________________
 DD1678  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD1678  DYNAMIC HT  -           6.961 (meters)      22.84  (feet)  COMP
 DD1678  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 DD1678
 DD1678  VERT ORDER  -  FIRST     CLASS II
 DD1678
 DD1678.The horizontal coordinates were scaled from a topographic map and have
 DD1678.an estimated accuracy of +/- 6 seconds.
 DD1678
 DD1678.The orthometric height was determined by differential leveling
 DD1678.and adjusted by the National Geodetic Survey in June 1991..
 DD1678
 DD1678.The geoid height was determined by GEOID03.
 DD1678
 DD1678.The dynamic height is computed by dividing the NAVD 88
 DD1678.geopotential number by the normal gravity value computed on the
 DD1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1678.degrees latitude (g = 980.6199 gals.).
 DD1678
 DD1678.The modeled gravity was interpolated from observed gravity values.
 DD1678
 DD1678;                    North         East    Units  Estimated Accuracy
 DD1678;SPC SC       -   218,260.      814,670.      MT  (+/- 180 meters Scaled)
 DD1678
 DD1678                          SUPERSEDED SURVEY CONTROL
 DD1678
 DD1678  NGVD 29 (05/09/91)    7.278  (m)           23.88   (f) ADJUSTED    1 2
 DD1678
 DD1678.Superseded values are not recommended for survey control.
 DD1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1678.See file dsdata.txt to determine how the superseded data were derived.
 DD1678
 DD1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT050401(NAD 83)
 DD1678_MARKER: DD = SURVEY DISK
 DD1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1678_SP_SET: CONCRETE POST
 DD1678_STAMPING: VERT 26 124 1986
 DD1678_MARK LOGO: SCGS  
 DD1678_PROJECTION: FLUSH
 DD1678_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1678+STABILITY: SURFACE MOTION
 DD1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1678+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1997
 DD1678
 DD1678  HISTORY     - Date     Condition        Report By
 DD1678  HISTORY     - 1986     MONUMENTED       SCGS
 DD1678  HISTORY     - 19900424 GOOD             NGS
 DD1678  HISTORY     - 19920717 GOOD             NGS
 DD1678  HISTORY     - 19970610 GOOD             SCGS
 DD1678
 DD1678                          STATION DESCRIPTION
 DD1678
 DD1678'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1678'11.0 KM (6.85 MI) SW FROM NORTH MYRTLE BEACH.
 DD1678'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1678'11.0 KM (6.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1678'OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.2 KM (0.1 MI)
 DD1678'SOUTHEAST ALONG A SAND ROAD, SET NEAR THE EAST WING OF A BRICK
 DD1678'T-SHAPED HOME, 0.57 METER (1.87 FT) NORTH OF THE SOUTHEAST CORNER OF
 DD1678'THE EAST WING, 20.75 METERS (68.08 FT) SOUTHWEST OF THE CENTER OF THE
 DD1678'SAND ROAD, 12.15 METERS (39.86 FT) WEST OF A 15 INCH SPLIT TRUNK OAK
 DD1678'TREE, 6.55 METERS (21.49 FT) NORTHWEST OF THE CENTER OF A CEMENT
 DD1678'WALKWAY.
 DD1678
 DD1678                          STATION RECOVERY (1990)
 DD1678
 DD1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1678'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1678'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.2 KM (0.12
 DD1678'MI) SOUTHEASTERLY ALONG WAGON WHEEL ROAD, 20.5 M (67.26 FT) SOUTHWEST
 DD1678'OF AND LEVEL WITH THE ROAD CENTER, 6.5 M (21.33 FT) NORTHWEST OF THE
 DD1678'CENTER OF A SIDEWALK, 0.6 M (1.97 FT) NORTH OF THE SOUTHEAST CORNER
 DD1678'OF THE EAST WING OF THE CRIBB RESIDENCE AT 606 WAGON WHEEL ROAD, AND
 DD1678'IN A CONCRETE MONUMENT THAT IS 0.1 M (0.33 FT) BELOW THE GROUND
 DD1678'SURFACE.
 DD1678
 DD1678                          STATION RECOVERY (1992)
 DD1678
 DD1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1678'11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1678'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.2 KM (0.10
 DD1678'MI) SOUTHEASTERLY ALONG WAGON WHEEL ROAD, 20.8 M (68.2 FT) SOUTHWEST
 DD1678'OF AND LEVEL WITH THE ROAD CENTER, 12.2 M (40.0 FT) WEST OF A TWIN
 DD1678'TRUNK OAK TREE, 6.6 M (21.7 FT) NORTHWEST OF THE CENTER OF A
 DD1678'DRIVEWAY, 0.6 M (2.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE EAST
 DD1678'WING OF THE EDWARD C. CRIBB JR RESIDENCE AT 606 WAGON WHEEL ROAD,
 DD1678'AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 DD1678
 DD1678                          STATION RECOVERY (1997)
 DD1678
 DD1678'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1678'STATION IS LOCATED 8.3 MILES (13.4 KM) NORTHEAST OF MYRTLE BEACH, 15.5
 DD1678'MILES (24.9 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--EDWARD C. CRIBB,
 DD1678'JR, 606 WAGON WHEEL ROAD, MYRTLE BEACH, SC 29572-6619, PHONE
 DD1678'803-293-4528.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1678'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (KINGS HIGHWAY) ,
 DD1678'7.15 MILES (11.51 KM) NORTH NORTHEAST OF MYRTLE BEACH, GO NORTH
 DD1678'NORTHEAST ON HIGHWAY 17 FOR 1.55 MILES (2.49 KM) TO A ROAD RIGHT
 DD1678'(WAGON WHEEL ROAD) , TURN RIGHT ON WAGON WHEEL ROAD FOR 0.1 MILE (0.2
 DD1678'KM) TO THE STATION ON THE RIGHT NEAR THE EAST CORNER OF THE NORTHEAST
 DD1678'WING OF A BRICK AND MASONITE-SIDED HOUSE NUMBER 606. STATION IS A
 DD1678'CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH THE ROAD, 65.8
 DD1678'FEET (20.1 M) SOUTHWEST OF THE CENTER OF THE ROAD, 1.9 FEET (0.6 M)
 DD1678'NORTH OF THE EAST CORNER OF THE WING, 17.0 FEET (5.2 M) NORTH
 DD1678'NORTHWEST OF THE NORTH EDGE OF A SIDEWALK, 51.5 FEET (15.7 M) WEST
 DD1678'SOUTHWEST OF THE NORTHWEST END OF A 1.0 FOOT (0.3 M) CONCRETE PIPE
 DD1678'CULVERT BENEATH THE DRIVEWAY TO THE HOUSE, 1.2 FEET (0.4 M) NORTHEAST
 DD1678'OF THE NORTHEAST FACE OF THE WING.  RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1680 ***********************************************************************
 DD1680  DESIGNATION -  26 125
 DD1680  PID         -  DD1680
 DD1680  STATE/COUNTY-  SC/HORRY
 DD1680  USGS QUAD   -  HAND (1984)
 DD1680
 DD1680                         *CURRENT SURVEY CONTROL
 DD1680  ___________________________________________________________________
 DD1680* NAD 83(1986)-  33 47 30.     (N)    078 45 37.     (W)     SCALED    
 DD1680* NAVD 88     -         7.300  (meters)      23.95   (feet)  ADJUSTED  
 DD1680  ___________________________________________________________________
 DD1680  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DD1680  DYNAMIC HT  -           7.293 (meters)      23.93  (feet)  COMP
 DD1680  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 DD1680
 DD1680  VERT ORDER  -  FIRST     CLASS II
 DD1680
 DD1680.The horizontal coordinates were scaled from a topographic map and have
 DD1680.an estimated accuracy of +/- 6 seconds.
 DD1680
 DD1680.The orthometric height was determined by differential leveling
 DD1680.and adjusted by the National Geodetic Survey in June 1991..
 DD1680
 DD1680.The geoid height was determined by GEOID03.
 DD1680
 DD1680.The dynamic height is computed by dividing the NAVD 88
 DD1680.geopotential number by the normal gravity value computed on the
 DD1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1680.degrees latitude (g = 980.6199 gals.).
 DD1680
 DD1680.The modeled gravity was interpolated from observed gravity values.
 DD1680
 DD1680;                    North         East    Units  Estimated Accuracy
 DD1680;SPC SC       -   219,420.      816,960.      MT  (+/- 180 meters Scaled)
 DD1680
 DD1680                          SUPERSEDED SURVEY CONTROL
 DD1680
 DD1680  NGVD 29 (05/09/91)    7.611  (m)           24.97   (f) ADJUSTED    1 2
 DD1680
 DD1680.Superseded values are not recommended for survey control.
 DD1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1680.See file dsdata.txt to determine how the superseded data were derived.
 DD1680
 DD1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT073413(NAD 83)
 DD1680_MARKER: DD = SURVEY DISK
 DD1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1680_SP_SET: CONCRETE POST
 DD1680_STAMPING: VERT 26 125 1986
 DD1680_MARK LOGO: SCGS  
 DD1680_PROJECTION: FLUSH
 DD1680_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1680+STABILITY: SURFACE MOTION
 DD1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1680+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 DD1680
 DD1680  HISTORY     - Date     Condition        Report By
 DD1680  HISTORY     - 1986     MONUMENTED       SCGS
 DD1680  HISTORY     - 19900423 GOOD             NGS
 DD1680  HISTORY     - 19970716 GOOD             SCGS
 DD1680
 DD1680                          STATION DESCRIPTION
 DD1680
 DD1680'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1680'8.5 KM (5.3 MI) SW FROM NORTH MYRTLE BEACH.
 DD1680'8.7 KM (5.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1680'MAIN STREET IN NORTH MYRTLE BEACH, SET NEAR A BRICK PILLAR AT THE
 DD1680'ENTRANCE OF A WOODEN BUILDING (CHICORA REAL ESTATE) IN THE NORTHEAST
 DD1680'ANGLE OF THE ENTRANCE TO BRIARWOOD OFFICE PARK, 0.5 METER (1.64 FT)
 DD1680'WEST NORTHWEST OF THE WEST CORNER OF THE WEST FOUR FOOT HIGH PILLAR
 DD1680'AT THE MAIN ENTRANCE, 8.37 METERS (27.46 FT) EAST OF THE SOUTH CORNER
 DD1680'OF THE BUILDING, 27.5 METERS (90.22 FT) NORTHEAST OF THE CENTER OF
 DD1680'THE ENTRANCE ROAD, 15.87 METERS (52.07 FT) NORTHEAST OF THE EAST
 DD1680'CORNER OF A WATER PUMP HOUSE, 29.0 METERS (95.14 FT) NORTH NORTHWEST
 DD1680'OF THE CENTER OF A MANHOLE COVER AT THE CURB OF THE HIGHWAY.
 DD1680
 DD1680                          STATION RECOVERY (1990)
 DD1680
 DD1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1680'RECOVERED IN GOOD CONDITION.
 DD1680
 DD1680                          STATION RECOVERY (1997)
 DD1680
 DD1680'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1680'STATION IS LOCATED 9.85 MILES (15.85 KM) NORTHEAST OF MYRTLE BEACH,
 DD1680'16.75 MILES (26.96 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--PAUL
 DD1680'MALONE, OWNER, CHICORA REAL ESTATE, 10225 NORTH KINGS HIGHWAY, MYRTLE
 DD1680'BEACH, SC 29572, PHONE 803-272-8700.  TO REACH THE STATION FROM THE
 DD1680'JUNCTION OVERPASS OF U.S.  HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17
 DD1680'BUSINESS (KINGS HIGHWAY) , 7.15 MILES (11.51 KM) NORTH NORTHEAST OF
 DD1680'MYRTLE BEACH, GO NORTH NORTHEAST ON HIGHWAY 17 FOR 2.4 MILES (3.9 KM)
 DD1680'TO THE JUNCTION OF STATE ROAD 559 (KINGS ROAD) , CONTINUE ON HIGHWAY
 DD1680'17 FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE LEFT NEAR THE
 DD1680'SOUTHWEST 4.0-FOOT HIGH PILLAR AT THE ENTRANCE TO A WOOD-SIDED OFFICE
 DD1680'BUILDING (CHICORA REAL ESTATE) .  STATION IS A CONCRETE POST RECESSED
 DD1680'0.2 FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 71.9 FEET (21.9 M) NORTH
 DD1680'NORTHWEST OF THE SOUTH EDGE OF THE CURB OF THE HIGHWAY, 1.7 FEET (0.5
 DD1680'M) WEST NORTHWEST OF THE WEST CORNER OF THE PILLAR, 27.4 FEET (8.4 M)
 DD1680'EAST OF THE SOUTH CORNER OF THE BUILDING, 6.4 FEET (2.0 M) NORTHWEST
 DD1680'OF THE NORTHWEST EDGE OF A SIDEWALK, 70.3 FEET (21.4 M) NORTH
 DD1680'NORTHWEST OF A MANHOLE COVER, 81.3 FEET (24.8 M) WEST NORTHWEST OF THE
 DD1680'WEST CORNER OF THE BASE OF A SIGN FOR CHICORA REAL ESTATE.  RECOVERED
 DD1680'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1685 ***********************************************************************
 DD1685  DESIGNATION -  26 126
 DD1685  PID         -  DD1685
 DD1685  STATE/COUNTY-  SC/HORRY
 DD1685  USGS QUAD   -  WAMPEE (1990)
 DD1685
 DD1685                         *CURRENT SURVEY CONTROL
 DD1685  ___________________________________________________________________
 DD1685* NAD 83(1986)-  33 47 56.     (N)    078 44 19.     (W)     SCALED    
 DD1685* NAVD 88     -         2.354  (meters)       7.72   (feet)  ADJUSTED  
 DD1685  ___________________________________________________________________
 DD1685  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DD1685  DYNAMIC HT  -           2.352 (meters)       7.72  (feet)  COMP
 DD1685  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 DD1685
 DD1685  VERT ORDER  -  FIRST     CLASS II
 DD1685
 DD1685.The horizontal coordinates were scaled from a topographic map and have
 DD1685.an estimated accuracy of +/- 6 seconds.
 DD1685
 DD1685.The orthometric height was determined by differential leveling
 DD1685.and adjusted by the National Geodetic Survey in June 1991..
 DD1685
 DD1685.The geoid height was determined by GEOID03.
 DD1685
 DD1685.The dynamic height is computed by dividing the NAVD 88
 DD1685.geopotential number by the normal gravity value computed on the
 DD1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1685.degrees latitude (g = 980.6199 gals.).
 DD1685
 DD1685.The modeled gravity was interpolated from observed gravity values.
 DD1685
 DD1685;                    North         East    Units  Estimated Accuracy
 DD1685;SPC SC       -   220,260.      818,950.      MT  (+/- 180 meters Scaled)
 DD1685
 DD1685                          SUPERSEDED SURVEY CONTROL
 DD1685
 DD1685  NGVD 29 (05/09/91)    2.667  (m)            8.75   (f) ADJUSTED    1 2
 DD1685
 DD1685.Superseded values are not recommended for survey control.
 DD1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1685.See file dsdata.txt to determine how the superseded data were derived.
 DD1685
 DD1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT093421(NAD 83)
 DD1685_MARKER: DD = SURVEY DISK
 DD1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1685_SP_SET: CONCRETE POST
 DD1685_STAMPING: VERT 26 126 1986
 DD1685_MARK LOGO: SCGS  
 DD1685_PROJECTION: FLUSH
 DD1685_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1685+STABILITY: SURFACE MOTION
 DD1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1685+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1997
 DD1685
 DD1685  HISTORY     - Date     Condition        Report By
 DD1685  HISTORY     - 1986     MONUMENTED       SCGS
 DD1685  HISTORY     - 19900423 GOOD             NGS
 DD1685  HISTORY     - 19970729 GOOD             SCGS
 DD1685
 DD1685                          STATION DESCRIPTION
 DD1685
 DD1685'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1685'6.4 KM (4.0 MI) SW FROM NORTH MYRTLE BEACH.
 DD1685'6.4 KM (4.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1685'MAIN STREET IN NORTH MYRTLE BEACH, SET NEAR THE SOUTHWEST CORNER OF A
 DD1685'BRICK HOUSE, 1.3 METERS (4.27 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 DD1685'OF THE HOUSE, 21.7 METERS (71.19 FT) NORTH NORTHWEST OF THE CURB OF
 DD1685'THE SOUTHBOUND LANES OF THE HIGHWAY, 15.3 METERS (50.2 FT) NORTH
 DD1685'NORTHEAST OF A 12 INCH MAGNOLIA TREE, 3.8 METERS (12.47 FT) WEST OF
 DD1685'THE SMALLER OF TWO PALMETTO TREES NEAR THE FRONT (SOUTH) ENTRANCE TO
 DD1685'THE HOUSE.
 DD1685'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1685
 DD1685                          STATION RECOVERY (1990)
 DD1685
 DD1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1685'RECOVERED IN GOOD CONDITION.
 DD1685
 DD1685                          STATION RECOVERY (1997)
 DD1685
 DD1685'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1685'STATION IS LOCATED 4.95 MILES (7.97 KM) SOUTHWEST OF NORTH MYRTLE
 DD1685'BEACH, 17.9 MILES (28.8 KM) EAST OF CONWAY.  OWNERSHIP--BAREFOOT
 DD1685'LANDING INCORPORATED, 4898 HIGHWAY 17 SOUTH, NORTH MYRTLE BEACH, SC
 DD1685'29582-5353, PHONE 803-272-8349.  TO REACH THE STATION FROM THE
 DD1685'JUNCTION OF U.S.  HIGHWAY 17 (HIGHWAY 17 SOUTH) AND STATE HIGHWAY 65
 DD1685'(27TH AVENUE SOUTH) , 3.5 MILES (5.6 KM) SOUTHWEST OF NORTH MYRTLE
 DD1685'BEACH, GO WEST SOUTHWEST ON HIGHWAY 17 FOR 1.35 MILES (2.17 KM) TO THE
 DD1685'JUNCTION OF STATE ROAD 803 (46TH AVENUE SOUTH) , CONTINUE ON HIGHWAY
 DD1685'17 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR THE
 DD1685'SOUTHWEST CORNER OF A BRICK HOUSE NUMBER 4650 WITH A VINYL-SIDED
 DD1685'GARAGE.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 DD1685'LEVEL WITH THE HIGHWAY, 71.4 FEET (21.8 M) NORTH OF THE SOUTH EDGE OF
 DD1685'THE NORTH EDGE OF THE CURB OF THE HIGHWAY, 4.4 FEET (1.3 M) SOUTHEAST
 DD1685'OF THE CORNER OF THE HOUSE, 69.2 FEET (21.1 M) NORTH NORTHEAST OF THE
 DD1685'SOUTHEAST CORNER (FRONT PORCH) OF A PAINTED BRICK BUILDING ON THE SAME
 DD1685'PROPERTY, 50.5 FEET (15.4 M) NORTH NORTHEAST OF A 1.5-FOOT MAGNOLIA
 DD1685'TREE, 73.6 FEET (22.4 M) NORTHWEST OF A MANHOLE COVER IN A STORM
 DD1685'DRAIN.  RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1687 ***********************************************************************
 DD1687  DESIGNATION -  26 127
 DD1687  PID         -  DD1687
 DD1687  STATE/COUNTY-  SC/HORRY
 DD1687  USGS QUAD   -  WAMPEE (1990)
 DD1687
 DD1687                         *CURRENT SURVEY CONTROL
 DD1687  ___________________________________________________________________
 DD1687* NAD 83(1986)-  33 48 03.     (N)    078 43 52.     (W)     SCALED    
 DD1687* NAVD 88     -         8.002  (meters)      26.25   (feet)  ADJUSTED  
 DD1687  ___________________________________________________________________
 DD1687  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DD1687  DYNAMIC HT  -           7.994 (meters)      26.23  (feet)  COMP
 DD1687  MODELED GRAV-     979,624.9   (mgal)                       NAVD 88
 DD1687
 DD1687  VERT ORDER  -  FIRST     CLASS II
 DD1687
 DD1687.The horizontal coordinates were scaled from a topographic map and have
 DD1687.an estimated accuracy of +/- 6 seconds.
 DD1687
 DD1687.The orthometric height was determined by differential leveling
 DD1687.and adjusted by the National Geodetic Survey in June 1991..
 DD1687
 DD1687.The geoid height was determined by GEOID03.
 DD1687
 DD1687.The dynamic height is computed by dividing the NAVD 88
 DD1687.geopotential number by the normal gravity value computed on the
 DD1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1687.degrees latitude (g = 980.6199 gals.).
 DD1687
 DD1687.The modeled gravity was interpolated from observed gravity values.
 DD1687
 DD1687;                    North         East    Units  Estimated Accuracy
 DD1687;SPC SC       -   220,490.      819,640.      MT  (+/- 180 meters Scaled)
 DD1687
 DD1687                          SUPERSEDED SURVEY CONTROL
 DD1687
 DD1687  NGVD 29 (05/09/91)    8.315  (m)           27.28   (f) ADJUSTED    1 2
 DD1687
 DD1687.Superseded values are not recommended for survey control.
 DD1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1687.See file dsdata.txt to determine how the superseded data were derived.
 DD1687
 DD1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT100423(NAD 83)
 DD1687_MARKER: DD = SURVEY DISK
 DD1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1687_SP_SET: CONCRETE POST
 DD1687_STAMPING: VERT 26 127 1986
 DD1687_MARK LOGO: SCGS  
 DD1687_PROJECTION: FLUSH
 DD1687_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1687+STABILITY: SURFACE MOTION
 DD1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1687+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1997
 DD1687
 DD1687  HISTORY     - Date     Condition        Report By
 DD1687  HISTORY     - 1986     MONUMENTED       SCGS
 DD1687  HISTORY     - 19900423 GOOD             NGS
 DD1687  HISTORY     - 19970729 GOOD             SCGS
 DD1687
 DD1687                          STATION DESCRIPTION
 DD1687
 DD1687'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1687'5.7 KM (3.55 MI) SW FROM NORTH MYRTLE BEACH.
 DD1687'5.7 KM (3.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1687'OF MAIN STREET IN NORTH MYRTLE BEACH, SET NEAR THE NORTHEAST CORNER
 DD1687'OF CHRISTAS VILLAGE CAMP AND CONFERENCE CENTER IN THE SOUTH ANGLE OF
 DD1687'43RD AVENUE SOUTH, 0.6 METER (1.97 FT) NORTH NORTHEAST OF THE
 DD1687'NORTHEAST CORNER OF THE BUILDING, 14.9 METERS (48.89 FT) NORTHWEST OF
 DD1687'A 28 INCH SWEETGUM TREE, 13.35 METERS (43.8 FT) WEST SOUTHWEST OF THE
 DD1687'CENTER OF THE AVENUE, 14.1 METERS (46.26 FT) SOUTH SOUTHEAST OF THE
 DD1687'CURB OF THE NORTHBOUND LANES OF THE HIGHWAY.
 DD1687'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD1687
 DD1687                          STATION RECOVERY (1990)
 DD1687
 DD1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1687'RECOVERED IN GOOD CONDITION.
 DD1687
 DD1687                          STATION RECOVERY (1997)
 DD1687
 DD1687'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1687'STATION IS LOCATED 4.5 MILES (7.2 KM) SOUTHWEST OF NORTH MYRTLE BEACH,
 DD1687'18.35 MILES (29.53 KM) EAST OF CONWAY.  OWNERSHIP--HENRY BROCK, MYRTLE
 DD1687'BEACH CHRISTIAN RETREAT, 4105 POINSETT STREET, NORTH MYRTLE BEACH, SC
 DD1687'29582, PHONE 803-272-6649.  TO REACH THE STATION FROM THE JUNCTION OF
 DD1687'U.S.  HIGHWAY 17 (HIGHWAY 17 SOUTH) AND STATE HIGHWAY 65 (27TH AVENUE
 DD1687'SOUTH) , 3.5 MILES (5.6 KM) SOUTHWEST OF NORTH MYRTLE BEACH, GO WEST
 DD1687'SOUTHWEST ON HIGHWAY 17 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF STATE
 DD1687'ROAD 1011 (43RD AVENUE SOUTH) AND THE STATION NEAR THE NORTH CORNER OF
 DD1687'A CONCRETE BLOCK BUILDING (HOUSING UNIT FOR MYRTLE BEACH CHRISTIAN
 DD1687'RETREAT) .  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 DD1687'LEVEL WITH THE HIGHWAY, 46.2 FEET (14.1 M) SOUTH SOUTHEAST OF THE
 DD1687'NORTH EDGE OF THE SOUTH CURB OF THE HIGHWAY, 43.8 FEET (13.4 M) WEST
 DD1687'SOUTHWEST OF THE CENTER OF THE ROAD, 2.0 FEET (0.6 M) NORTH NORTHEAST
 DD1687'OF THE CORNER OF THE BUILDING, 32.2 FEET (9.8 M) SOUTH SOUTHWEST OF
 DD1687'POWER POLE NUMBER 45147, 2.1 FEET (0.6 M) EAST SOUTHEAST OF THE NORTH
 DD1687'CORNER OF A BRICK PLANTER BED. RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1688 ***********************************************************************
 DD1688  DESIGNATION -  26 128
 DD1688  PID         -  DD1688
 DD1688  STATE/COUNTY-  SC/HORRY
 DD1688  USGS QUAD   -  WAMPEE (1990)
 DD1688
 DD1688                         *CURRENT SURVEY CONTROL
 DD1688  ___________________________________________________________________
 DD1688* NAD 83(1986)-  33 48 10.     (N)    078 43 19.     (W)     SCALED    
 DD1688* NAVD 88     -         9.500  (meters)      31.17   (feet)  ADJUSTED  
 DD1688  ___________________________________________________________________
 DD1688  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DD1688  DYNAMIC HT  -           9.491 (meters)      31.14  (feet)  COMP
 DD1688  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 DD1688
 DD1688  VERT ORDER  -  FIRST     CLASS II
 DD1688
 DD1688.The horizontal coordinates were scaled from a topographic map and have
 DD1688.an estimated accuracy of +/- 6 seconds.
 DD1688
 DD1688.The orthometric height was determined by differential leveling
 DD1688.and adjusted by the National Geodetic Survey in June 1991..
 DD1688
 DD1688.The geoid height was determined by GEOID03.
 DD1688
 DD1688.The dynamic height is computed by dividing the NAVD 88
 DD1688.geopotential number by the normal gravity value computed on the
 DD1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1688.degrees latitude (g = 980.6199 gals.).
 DD1688
 DD1688.The modeled gravity was interpolated from observed gravity values.
 DD1688
 DD1688;                    North         East    Units  Estimated Accuracy
 DD1688;SPC SC       -   220,730.      820,480.      MT  (+/- 180 meters Scaled)
 DD1688
 DD1688                          SUPERSEDED SURVEY CONTROL
 DD1688
 DD1688  NGVD 29 (05/09/91)    9.814  (m)           32.20   (f) ADJUSTED    1 2
 DD1688
 DD1688.Superseded values are not recommended for survey control.
 DD1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1688.See file dsdata.txt to determine how the superseded data were derived.
 DD1688
 DD1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT108426(NAD 83)
 DD1688_MARKER: DD = SURVEY DISK
 DD1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1688_SP_SET: CONCRETE POST
 DD1688_STAMPING: VERT 26 128 1986
 DD1688_MARK LOGO: SCGS  
 DD1688_PROJECTION: FLUSH
 DD1688_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1688+STABILITY: SURFACE MOTION
 DD1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1688+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1997
 DD1688
 DD1688  HISTORY     - Date     Condition        Report By
 DD1688  HISTORY     - 1986     MONUMENTED       SCGS
 DD1688  HISTORY     - 19900423 GOOD             NGS
 DD1688  HISTORY     - 19970729 GOOD             SCGS
 DD1688
 DD1688                          STATION DESCRIPTION
 DD1688
 DD1688'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1688'4.75 KM (2.95 MI) SW FROM NORTH MYRTLE BEACH.
 DD1688'4.8 KM (3.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1688'MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.1 KM (0.05 MI) SOUTH
 DD1688'SOUTHEAST ALONG 34TH AVENUE SOUTH, THENCE 0.1 KM (0.05 MI) EAST
 DD1688'NORTHEAST ALONG POINSETT DRIVE, SET NEAR THE SOUTHWEST CORNER OF A
 DD1688'ONE STORY BRICK BUILDING (GENERAL TELEPHONE ELECTRIC), 1.7 METERS
 DD1688'(5.58 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 5.25
 DD1688'METERS (17.22 FT) SOUTH SOUTHEAST OF A 10 INCH PIN OAK TREE, 15.92
 DD1688'METERS (52.23 FT) NORTH NORTHWEST OF THE CENTER OF A DRIVE TO A
 DD1688'HOUSE, 4.25 METERS (13.94 FT) EAST OF POWER POLE NUMBER 37266, 13.0
 DD1688'METERS (42.65 FT) EAST SOUTHEAST OF THE NORTHEAST CORNER OF A ONE
 DD1688'STORY SHINGLE-SIDED HOUSE WITH A BRICK FOUNDATION.
 DD1688'THE MARK IS 0.30 M ABOVE DRIVEWAY.
 DD1688
 DD1688                          STATION RECOVERY (1990)
 DD1688
 DD1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1688'RECOVERED IN GOOD CONDITION.
 DD1688
 DD1688                          STATION RECOVERY (1997)
 DD1688
 DD1688'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1688'STATION IS LOCATED 4.05 MILES (6.52 KM) SOUTHWEST OF NORTH MYRTLE
 DD1688'BEACH, 18.9 MILES (30.4 KM) EAST OF CONWAY.  OWNERSHIP--DOYLE SMITH,
 DD1688'AREA MANAGER, GENERAL TELEPHONE AND ELECTRIC, P.O.  BOX 2114, MYRTLE
 DD1688'BEACH, SC 29578, PHONE 803-448-9562.  TO REACH THE STATION FROM THE
 DD1688'JUNCTION OF U.S.  HIGHWAY 17 (HIGHWAY 17 SOUTH) AND STATE HIGHWAY 65
 DD1688'(27TH AVENUE SOUTH) , 3.5 MILES (5.6 KM) SOUTHWEST OF NORTH MYRTLE
 DD1688'BEACH, GO WEST SOUTHWEST ON HIGHWAY 17 FOR 0.4 MILE (0.6 KM) TO THE
 DD1688'JUNCTION OF STATE ROAD 324 (33RD AVENUE SOUTH) , TURN LEFT ON ROAD 324
 DD1688'FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 710 (POINSETT
 DD1688'ROAD) , TURN RIGHT ON ROAD 710 FOR 0.05 MILE (0.08 KM) TO THE STATION
 DD1688'ON THE RIGHT NEAR THE SOUTHWEST CORNER OF A BRICK GTE BUILDING.
 DD1688'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 DD1688'ABOVE THE ROAD, 52.2 FEET (15.9 M) NORTH NORTHWEST OF THE CENTER OF
 DD1688'THE ROAD, 5.7 FEET (1.7 M) SOUTHEAST OF THE CORNER OF THE BUILDING,
 DD1688'14.9 FEET (4.5 M) EAST OF POWER POLE NUMBER 37266, 30.0 FEET (9.1 M)
 DD1688'EAST NORTHEAST OF THE SOUTHEAST CORNER OF A SHINGLE-SIDED HOUSE NUMBER
 DD1688'3308, 1.7 FEET (0.5 M) WEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD
 DD1688'FOR AN AIR CONDITIONING UNIT. RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1695 ***********************************************************************
 DD1695  DESIGNATION -  26 129
 DD1695  PID         -  DD1695
 DD1695  STATE/COUNTY-  SC/HORRY
 DD1695  USGS QUAD   -  WAMPEE (1990)
 DD1695
 DD1695                         *CURRENT SURVEY CONTROL
 DD1695  ___________________________________________________________________
 DD1695* NAD 83(1986)-  33 48 39.     (N)    078 42 24.     (W)     SCALED    
 DD1695* NAVD 88     -         8.900  (meters)      29.20   (feet)  ADJUSTED  
 DD1695  ___________________________________________________________________
 DD1695  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 DD1695  DYNAMIC HT  -           8.891 (meters)      29.17  (feet)  COMP
 DD1695  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 DD1695
 DD1695  VERT ORDER  -  FIRST     CLASS II
 DD1695
 DD1695.The horizontal coordinates were scaled from a topographic map and have
 DD1695.an estimated accuracy of +/- 6 seconds.
 DD1695
 DD1695.The orthometric height was determined by differential leveling
 DD1695.and adjusted by the National Geodetic Survey in June 1991..
 DD1695.WARNING-Repeat measurements at this control monument indicate possible
 DD1695.vertical movement.
 DD1695
 DD1695.The geoid height was determined by GEOID03.
 DD1695
 DD1695.The dynamic height is computed by dividing the NAVD 88
 DD1695.geopotential number by the normal gravity value computed on the
 DD1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1695.degrees latitude (g = 980.6199 gals.).
 DD1695
 DD1695.The modeled gravity was interpolated from observed gravity values.
 DD1695
 DD1695;                    North         East    Units  Estimated Accuracy
 DD1695;SPC SC       -   221,650.      821,880.      MT  (+/- 180 meters Scaled)
 DD1695
 DD1695                          SUPERSEDED SURVEY CONTROL
 DD1695
 DD1695  NGVD 29 (05/09/91)    9.216  (m)           30.24   (f) ADJUSTED    1 2
 DD1695
 DD1695.Superseded values are not recommended for survey control.
 DD1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1695.See file dsdata.txt to determine how the superseded data were derived.
 DD1695
 DD1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT122435(NAD 83)
 DD1695_MARKER: DD = SURVEY DISK
 DD1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1695_SP_SET: CONCRETE POST
 DD1695_STAMPING: VERT 26 129 1986
 DD1695_MARK LOGO: SCGS  
 DD1695_PROJECTION: FLUSH
 DD1695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1695+STABILITY: SURFACE MOTION
 DD1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1695+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1695
 DD1695  HISTORY     - Date     Condition        Report By
 DD1695  HISTORY     - 1986     MONUMENTED       SCGS
 DD1695  HISTORY     - 19900423 GOOD             NGS
 DD1695  HISTORY     - 19920717 GOOD             NGS
 DD1695
 DD1695                          STATION DESCRIPTION
 DD1695
 DD1695'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1695'3.1 KM (1.95 MI) SW FROM NORTH MYRTLE BEACH.
 DD1695'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1695'3.2 KM (2.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1695'MAIN STREET IN NORTH MYRTLE BEACH, SET AT THE SOUTHWEST CORNER OF A
 DD1695'CINDER BLOCK BUILDING (TOM OCONNOR FLORIST SHOP) IN THE SOUTHEAST
 DD1695'ANGLE OF 19TH AVENUE SOUTH, 1.4 METERS (4.59 FT) WEST NORTHWEST OF
 DD1695'THE SOUTHWEST CORNER OF THE BUILDING, 2.45 METERS (8.04 FT) NORTHEAST
 DD1695'OF THE NORTHEAST CORNER POST OF A THREE FOOT CHAIN LINK FENCE, 9.65
 DD1695'METERS (31.66 FT) EAST NORTHEAST OF THE CENTER OF THE AVENUE, 25.05
 DD1695'METERS (82.19 FT) EAST SOUTHEAST OF A FIRE HYDRANT, 21.8 METERS
 DD1695'(71.52 FT) SOUTH SOUTHEAST OF THE CURB OF THE HIGHWAY.
 DD1695
 DD1695                          STATION RECOVERY (1990)
 DD1695
 DD1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1695'3.2 KM (1.99 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1695'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, 27.2 M (89.24 FT)
 DD1695'SOUTH-SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD1695'9.9 M (32.48 FT) EAST-SOUTHEAST OF AND LEVEL WITH THE CENTER OF 19TH
 DD1695'AVENUE, 9.5 M (31.17 FT) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF
 DD1695'THE SIGN MAN COMPANY BUILDING, 1.4 M (4.59 FT) WEST OF THE SOUTHWEST
 DD1695'CORNER OF THE BUILDING, 1.2 M (3.94 FT) NORTH-NORTHWEST OF A
 DD1695'CHAIN-LINK FENCE, AND IN A CONCRETE MONUMENT THAT IS 0.1 M (0.33 FT)
 DD1695'BELOW THE GROUND SURFACE.
 DD1695
 DD1695                          STATION RECOVERY (1992)
 DD1695
 DD1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1695'3.2 KM (2.00 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1695'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, 26.8 M (87.9 FT)
 DD1695'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DD1695'HIGHWAY, 25.1 M (82.3 FT) EAST-SOUTHEAST OF A FIRE HYDRANT, 9.7 M
 DD1695'(31.8 FT) EAST-NORTHEAST OF AND LEVEL WITH THE CENTER OF 19TH AVENUE
 DD1695'SOUTH, 2.5 M (8.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 DD1695'CHAIN-LINK FENCE, 1.4 M (4.6 FT) WEST-NORTHWEST OF THE SOUTHWEST
 DD1695'CORNER OF SIGNMAN INCORPORATED, 1.3 M (4.3 FT) NORTHWEST OF A FENCE,
 DD1695'0.7 M (2.3 FT) SOUTHWEST OF THE SOUTHWEST WALL OF THE BUILDING, AND
 DD1695'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1697 ***********************************************************************
 DD1697  DESIGNATION -  26 130
 DD1697  PID         -  DD1697
 DD1697  STATE/COUNTY-  SC/HORRY
 DD1697  USGS QUAD   -  WAMPEE (1990)
 DD1697
 DD1697                         *CURRENT SURVEY CONTROL
 DD1697  ___________________________________________________________________
 DD1697* NAD 83(1986)-  33 49 19.     (N)    078 41 14.     (W)     SCALED    
 DD1697* NAVD 88     -         5.426  (meters)      17.80   (feet)  ADJUSTED  
 DD1697  ___________________________________________________________________
 DD1697  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DD1697  DYNAMIC HT  -           5.421 (meters)      17.79  (feet)  COMP
 DD1697  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 DD1697
 DD1697  VERT ORDER  -  FIRST     CLASS II
 DD1697
 DD1697.The horizontal coordinates were scaled from a topographic map and have
 DD1697.an estimated accuracy of +/- 6 seconds.
 DD1697
 DD1697.The orthometric height was determined by differential leveling
 DD1697.and adjusted by the National Geodetic Survey in June 1991..
 DD1697
 DD1697.The geoid height was determined by GEOID03.
 DD1697
 DD1697.The dynamic height is computed by dividing the NAVD 88
 DD1697.geopotential number by the normal gravity value computed on the
 DD1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1697.degrees latitude (g = 980.6199 gals.).
 DD1697
 DD1697.The modeled gravity was interpolated from observed gravity values.
 DD1697
 DD1697;                    North         East    Units  Estimated Accuracy
 DD1697;SPC SC       -   222,920.      823,650.      MT  (+/- 180 meters Scaled)
 DD1697
 DD1697                          SUPERSEDED SURVEY CONTROL
 DD1697
 DD1697  NGVD 29 (05/09/91)    5.745  (m)           18.85   (f) ADJUSTED    1 2
 DD1697
 DD1697.Superseded values are not recommended for survey control.
 DD1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1697.See file dsdata.txt to determine how the superseded data were derived.
 DD1697
 DD1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT140448(NAD 83)
 DD1697_MARKER: DD = SURVEY DISK
 DD1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1697_SP_SET: CONCRETE POST
 DD1697_STAMPING: VERT 26 130 1986
 DD1697_MARK LOGO: SCGS  
 DD1697_PROJECTION: FLUSH
 DD1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1697+STABILITY: SURFACE MOTION
 DD1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1697+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 DD1697
 DD1697  HISTORY     - Date     Condition        Report By
 DD1697  HISTORY     - 1986     MONUMENTED       SCGS
 DD1697  HISTORY     - 19900423 GOOD             NGS
 DD1697
 DD1697                          STATION DESCRIPTION
 DD1697
 DD1697'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1697'1.0 KM (0.6 MI) SE FROM NORTH MYRTLE BEACH.
 DD1697'1.0 KM (0.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1697'MAIN STREET IN NORTH MYRTLE BEACH, SET ON THE SOUTH SIDE OF A ONE
 DD1697'STORY STUCCO BUILDING, 0.42 METER (1.38 FT) SOUTH SOUTHEAST OF THE
 DD1697'SOUTH FACE OF THE BUILDING, 7.6 METERS (24.93 FT) WEST SOUTHWEST OF
 DD1697'THE SOUTHEAST CORNER OF THE BUILDING, 7.71 METERS (25.3 FT) EAST
 DD1697'26.55 METERS (87.11 FT) SOUTH SOUTHEAST OF THE CURB OF THE HIGHWAY,
 DD1697'5.4 METERS (17.72 FT) NORTH NORTHWEST OF THE CENTER OF A PARKING
 DD1697'AREA, 28.35 METERS (93.01 FT) NORTHEAST OF A POWER POLE WITH TWO GUY
 DD1697'WIRES AND METER BOXES ATTACHED.
 DD1697'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 DD1697
 DD1697                          STATION RECOVERY (1990)
 DD1697
 DD1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1723 ***********************************************************************
 DD1723  DESIGNATION -  26 131
 DD1723  PID         -  DD1723
 DD1723  STATE/COUNTY-  SC/HORRY
 DD1723  USGS QUAD   -  WAMPEE (1990)
 DD1723
 DD1723                         *CURRENT SURVEY CONTROL
 DD1723  ___________________________________________________________________
 DD1723* NAD 83(1986)-  33 50 01.     (N)    078 40 16.     (W)     SCALED    
 DD1723* NAVD 88     -         6.865  (meters)      22.52   (feet)  ADJUSTED  
 DD1723  ___________________________________________________________________
 DD1723  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DD1723  DYNAMIC HT  -           6.858 (meters)      22.50  (feet)  COMP
 DD1723  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 DD1723
 DD1723  VERT ORDER  -  FIRST     CLASS II
 DD1723
 DD1723.The horizontal coordinates were scaled from a topographic map and have
 DD1723.an estimated accuracy of +/- 6 seconds.
 DD1723
 DD1723.The orthometric height was determined by differential leveling
 DD1723.and adjusted by the National Geodetic Survey in June 1991..
 DD1723
 DD1723.The geoid height was determined by GEOID03.
 DD1723
 DD1723.The dynamic height is computed by dividing the NAVD 88
 DD1723.geopotential number by the normal gravity value computed on the
 DD1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1723.degrees latitude (g = 980.6199 gals.).
 DD1723
 DD1723.The modeled gravity was interpolated from observed gravity values.
 DD1723
 DD1723;                    North         East    Units  Estimated Accuracy
 DD1723;SPC SC       -   224,250.      825,110.      MT  (+/- 180 meters Scaled)
 DD1723
 DD1723                          SUPERSEDED SURVEY CONTROL
 DD1723
 DD1723  NGVD 29 (03/21/89)    7.185  (m)           23.57   (f) ADJUSTED    1 2
 DD1723
 DD1723.Superseded values are not recommended for survey control.
 DD1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1723.See file dsdata.txt to determine how the superseded data were derived.
 DD1723
 DD1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT155461(NAD 83)
 DD1723_MARKER: DD = SURVEY DISK
 DD1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1723_SP_SET: CONCRETE POST
 DD1723_STAMPING: VERT 26 131 1986
 DD1723_MARK LOGO: SCGS  
 DD1723_PROJECTION: FLUSH
 DD1723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1723
 DD1723  HISTORY     - Date     Condition        Report By
 DD1723  HISTORY     - 1986     MONUMENTED       SCGS
 DD1723
 DD1723                          STATION DESCRIPTION
 DD1723
 DD1723'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1723'1.05 KM (0.65 MI) NE FROM NORTH MYRTLE BEACH.
 DD1723'1.05 KM (0.65 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1723'OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.2 KM (0.1 MI) SOUTH
 DD1723'SOUTHEAST ALONG 8TH AVENUE NORTH, SET NEAR A 24 INCH PALMETTO TREE AT
 DD1723'THE WEST CORNER OF OUR LADY STAR OF THE SEA CATHOLIC CHURCH, 1.34
 DD1723'METERS (4.4 FT) SOUTH SOUTHWEST OF THE WEST CORNER OF THE CHURCH,
 DD1723'1.45 METERS (4.76 FT) NORTHWEST OF THE PALMETTO TREE, 6.15 METERS
 DD1723'(20.18 FT) SOUTHEAST OF THE CENTER OF THE NORTHEAST ENTRANCE DRIVE TO
 DD1723'THE CHURCH, 20.2 METERS (66.27 FT) NORTHEAST OF THE CENTER OF THE
 DD1723'AVENUE, 23.32 METERS (76.51 FT) NORTH NORTHWEST OF A POWER POLE WITH
 DD1723'A GUY WIRE AND TRANSFORMER.
 DD1723'THE MARK IS ABOVE LEVEL WITH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1721 ***********************************************************************
 DD1721  DESIGNATION -  26 132
 DD1721  PID         -  DD1721
 DD1721  STATE/COUNTY-  SC/HORRY
 DD1721  USGS QUAD   -  WAMPEE (1990)
 DD1721
 DD1721                         *CURRENT SURVEY CONTROL
 DD1721  ___________________________________________________________________
 DD1721* NAD 83(1986)-  33 50 40.     (N)    078 39 37.     (W)     SCALED    
 DD1721* NAVD 88     -         6.773  (meters)      22.22   (feet)  ADJUSTED  
 DD1721  ___________________________________________________________________
 DD1721  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DD1721  DYNAMIC HT  -           6.766 (meters)      22.20  (feet)  COMP
 DD1721  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 DD1721
 DD1721  VERT ORDER  -  FIRST     CLASS II
 DD1721
 DD1721.The horizontal coordinates were scaled from a topographic map and have
 DD1721.an estimated accuracy of +/- 6 seconds.
 DD1721
 DD1721.The orthometric height was determined by differential leveling
 DD1721.and adjusted by the National Geodetic Survey in June 1991..
 DD1721
 DD1721.The geoid height was determined by GEOID03.
 DD1721
 DD1721.The dynamic height is computed by dividing the NAVD 88
 DD1721.geopotential number by the normal gravity value computed on the
 DD1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1721.degrees latitude (g = 980.6199 gals.).
 DD1721
 DD1721.The modeled gravity was interpolated from observed gravity values.
 DD1721
 DD1721;                    North         East    Units  Estimated Accuracy
 DD1721;SPC SC       -   225,480.      826,090.      MT  (+/- 180 meters Scaled)
 DD1721
 DD1721                          SUPERSEDED SURVEY CONTROL
 DD1721
 DD1721  NGVD 29 (05/09/91)    7.094  (m)           23.27   (f) ADJUSTED    1 2
 DD1721
 DD1721.Superseded values are not recommended for survey control.
 DD1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1721.See file dsdata.txt to determine how the superseded data were derived.
 DD1721
 DD1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT164473(NAD 83)
 DD1721_MARKER: DD = SURVEY DISK
 DD1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1721_SP_SET: CONCRETE POST
 DD1721_STAMPING: VERT 26 132 1986
 DD1721_MARK LOGO: SCGS  
 DD1721_PROJECTION: FLUSH
 DD1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1721+STABILITY: SURFACE MOTION
 DD1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1721+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD1721
 DD1721  HISTORY     - Date     Condition        Report By
 DD1721  HISTORY     - 1986     MONUMENTED       SCGS
 DD1721  HISTORY     - 19900423 GOOD             NGS
 DD1721  HISTORY     - 19990908 GOOD             USPSQD
 DD1721  HISTORY     - 20040708 GOOD             USPSQD
 DD1721  HISTORY     - 20051101 GOOD             USPSQD
 DD1721
 DD1721                          STATION DESCRIPTION
 DD1721
 DD1721'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1721'2.6 KM (1.6 MI) NE FROM NORTH MYRTLE BEACH.
 DD1721'2.3 KM (1.45 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1721'OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.2 KM (0.1 MI)
 DD1721'NORTHEAST ALONG OLD U.S. HIGHWAY 17, SET NEAR THE SOUTHEAST CORNER
 DD1721'OF A ONE STORY BRICK BUILDING (RENT-A-TOOL), 2.77 METERS (9.09 FT)
 DD1721'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 8.35 METERS (27.4 FT)
 DD1721'SOUTHWEST OF THE CENTER OF THE NORTHEAST ENTRANCE DRIVE, 1.34 METERS
 DD1721'(4.4 FT) NORTHEAST OF THE NORTHEAST FACE OF THE BUILDING, 29.3 METERS
 DD1721'(96.13 FT) NORTH NORTHWEST OF THE CENTER OF THE OLD HIGHWAY, 25.75
 DD1721'METERS (84.48 FT) WEST OF POWER POLE NUMBER 41315 WITH A YARD LIGHT.
 DD1721'THE MARK IS 0.20 M BELOW HIGHWAY.
 DD1721
 DD1721                          STATION RECOVERY (1990)
 DD1721
 DD1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1721'RECOVERED IN GOOD CONDITION.
 DD1721
 DD1721                          STATION RECOVERY (1999)
 DD1721
 DD1721'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1721'RECOVERED IN GOOD CONDITION.
 DD1721
 DD1721                          STATION RECOVERY (2004)
 DD1721
 DD1721'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1721'RECOVERED IN GOOD CONDITION.
 DD1721
 DD1721                          STATION RECOVERY (2005)
 DD1721
 DD1721'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1719 ***********************************************************************
 DD1719  DESIGNATION -  26 133
 DD1719  PID         -  DD1719
 DD1719  STATE/COUNTY-  SC/HORRY
 DD1719  USGS QUAD   -  WAMPEE (1990)
 DD1719
 DD1719                         *CURRENT SURVEY CONTROL
 DD1719  ___________________________________________________________________
 DD1719* NAD 83(1986)-  33 50 48.     (N)    078 39 10.     (W)     SCALED    
 DD1719* NAVD 88     -        11.273  (meters)      36.98   (feet)  ADJUSTED  
 DD1719  ___________________________________________________________________
 DD1719  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DD1719  DYNAMIC HT  -          11.262 (meters)      36.95  (feet)  COMP
 DD1719  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 DD1719
 DD1719  VERT ORDER  -  FIRST     CLASS II
 DD1719
 DD1719.The horizontal coordinates were scaled from a topographic map and have
 DD1719.an estimated accuracy of +/- 6 seconds.
 DD1719
 DD1719.The orthometric height was determined by differential leveling
 DD1719.and adjusted by the National Geodetic Survey in June 1991..
 DD1719
 DD1719.The geoid height was determined by GEOID03.
 DD1719
 DD1719.The dynamic height is computed by dividing the NAVD 88
 DD1719.geopotential number by the normal gravity value computed on the
 DD1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1719.degrees latitude (g = 980.6199 gals.).
 DD1719
 DD1719.The modeled gravity was interpolated from observed gravity values.
 DD1719
 DD1719;                    North         East    Units  Estimated Accuracy
 DD1719;SPC SC       -   225,740.      826,770.      MT  (+/- 180 meters Scaled)
 DD1719
 DD1719                          SUPERSEDED SURVEY CONTROL
 DD1719
 DD1719  NGVD 29 (03/21/89)   11.594  (m)           38.04   (f) ADJUSTED    1 2
 DD1719
 DD1719.Superseded values are not recommended for survey control.
 DD1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1719.See file dsdata.txt to determine how the superseded data were derived.
 DD1719
 DD1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT171476(NAD 83)
 DD1719_MARKER: DD = SURVEY DISK
 DD1719_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD1719_SP_SET: CURB
 DD1719_STAMPING: VERT 26 133 1986
 DD1719_MARK LOGO: SCGS  
 DD1719_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1719+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD1719
 DD1719  HISTORY     - Date     Condition        Report By
 DD1719  HISTORY     - 1986     MONUMENTED       SCGS
 DD1719  HISTORY     - 19920717 GOOD             NGS
 DD1719  HISTORY     - 19990908 GOOD             USPSQD
 DD1719  HISTORY     - 20040405 GOOD             USPSQD
 DD1719  HISTORY     - 20040708 GOOD             USPSQD
 DD1719  HISTORY     - 20051101 GOOD             USPSQD
 DD1719
 DD1719                          STATION DESCRIPTION
 DD1719
 DD1719'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1719'4.9 KM (3.05 MI) SW FROM LITTLE RIVER.
 DD1719'THE MARK IS 0.20 M ABOVE ROAD.
 DD1719'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1719'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1719'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1719'(NIXONS CROSSROADS), THENCE 1.35 KM (0.85 MI) SOUTHEAST ALONG STATE
 DD1719'ROAD 20, SET IN THE CURB OF THE SOUTHWEST CORNER OF THE OVERPASS OF
 DD1719'U.S. HIGHWAY 17, ADD-MAY ALSO BE REACHED BY GOING 2.3 KM (1.45 MI)
 DD1719'NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF MAIN STREET IN
 DD1719'NORTH MYRTLE BEACH, THENCE 1.05 KM (0.65 MI) NORTHEASTERLY ALONG OLD
 DD1719'U.S. HIGHWAY 17 TO A FORK RIGHT, THENCE 0.3 KM (0.2 MI) SOUTHEAST
 DD1719'ALONG STATE ROAD 20.
 DD1719'THE MARK IS 1.12 METERS  ENE FROM A WITNESS POST.
 DD1719
 DD1719                          STATION RECOVERY (1992)
 DD1719
 DD1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1719'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1719'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1719'1.8 KM (1.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.3
 DD1719'SOUTHEASTERLY ALONG STATE ROAD 20, IN TOP OF AND 0.5 M (1.6 FT)
 DD1719'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB OF A
 DD1719'ROAD OVERPASS OF THE U.S. HIGHWAY, 6.8 M (22.3 FT) SOUTHWEST OF THE
 DD1719'CENTERLINE OF THE ROAD, 1.1 M (3.6 FT) NORTHEAST OF A WITNESS POST,
 DD1719'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 DD1719
 DD1719                          STATION RECOVERY (1999)
 DD1719
 DD1719'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1719'RECOVERED IN GOOD CONDITION.
 DD1719
 DD1719                          STATION RECOVERY (2004)
 DD1719
 DD1719'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1719'RECOVERED IN GOOD CONDITION.
 DD1719
 DD1719                          STATION RECOVERY (2004)
 DD1719
 DD1719'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1719'RECOVERED IN GOOD CONDITION.
 DD1719
 DD1719                          STATION RECOVERY (2005)
 DD1719
 DD1719'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1718 ***********************************************************************
 DD1718  DESIGNATION -  26 134
 DD1718  PID         -  DD1718
 DD1718  STATE/COUNTY-  SC/HORRY
 DD1718  USGS QUAD   -  WAMPEE (1990)
 DD1718
 DD1718                         *CURRENT SURVEY CONTROL
 DD1718  ___________________________________________________________________
 DD1718* NAD 83(1986)-  33 50 25.     (N)    078 38 44.     (W)     SCALED    
 DD1718* NAVD 88     -         5.614  (meters)      18.42   (feet)  ADJUSTED  
 DD1718  ___________________________________________________________________
 DD1718  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DD1718  DYNAMIC HT  -           5.608 (meters)      18.40  (feet)  COMP
 DD1718  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 DD1718
 DD1718  VERT ORDER  -  FIRST     CLASS II
 DD1718
 DD1718.The horizontal coordinates were scaled from a topographic map and have
 DD1718.an estimated accuracy of +/- 6 seconds.
 DD1718
 DD1718.The orthometric height was determined by differential leveling
 DD1718.and adjusted by the National Geodetic Survey in June 1991..
 DD1718
 DD1718.The geoid height was determined by GEOID03.
 DD1718
 DD1718.The dynamic height is computed by dividing the NAVD 88
 DD1718.geopotential number by the normal gravity value computed on the
 DD1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1718.degrees latitude (g = 980.6199 gals.).
 DD1718
 DD1718.The modeled gravity was interpolated from observed gravity values.
 DD1718
 DD1718;                    North         East    Units  Estimated Accuracy
 DD1718;SPC SC       -   225,040.      827,460.      MT  (+/- 180 meters Scaled)
 DD1718
 DD1718                          SUPERSEDED SURVEY CONTROL
 DD1718
 DD1718  NGVD 29 (03/21/89)    5.935  (m)           19.47   (f) ADJUSTED    1 2
 DD1718
 DD1718.Superseded values are not recommended for survey control.
 DD1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1718.See file dsdata.txt to determine how the superseded data were derived.
 DD1718
 DD1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT178469(NAD 83)
 DD1718_MARKER: DD = SURVEY DISK
 DD1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1718_SP_SET: CONCRETE POST
 DD1718_STAMPING: VERT 26 134 1986
 DD1718_MARK LOGO: SCGS  
 DD1718_PROJECTION: FLUSH
 DD1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1718+STABILITY: SURFACE MOTION
 DD1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1718+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD1718
 DD1718  HISTORY     - Date     Condition        Report By
 DD1718  HISTORY     - 1986     MONUMENTED       SCGS
 DD1718  HISTORY     - 19920717 GOOD             NGS
 DD1718  HISTORY     - 19990908 GOOD             USPSQD
 DD1718  HISTORY     - 20040708 GOOD             USPSQD
 DD1718  HISTORY     - 20051101 GOOD             USPSQD
 DD1718
 DD1718                          STATION DESCRIPTION
 DD1718
 DD1718'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1718'5.0 KM (3.1 MI) SW FROM LITTLE RIVER.
 DD1718'THE MARK IS 0.80 M ABOVE HIGHWAY.
 DD1718'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1718'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1718'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1718'(NIXONS CROSSROADS), THENCE 1.35 KM (0.85 MI) SOUTHEAST ALONG STATE
 DD1718'ROAD 20 TO THE OVERPASS OF U.S. HIGHWAY 17, CONTINUE 1.0 KM (0.6 MI)
 DD1718'SOUTHEAST ALONG STATE HIGHWAY 65 (SEA MOUNTAIN HIGHWAY), SET AT THE
 DD1718'SOUTHEAST CORNER OF THE CHAPEL BY THE SEA BAPTIST CHURCH, 0.55 METER
 DD1718'(1.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 15.85
 DD1718'METERS (52.0 FT) NORTH NORTHWEST OF THE CENTER OF THE DRIVE TO THE
 DD1718'CHURCH, 24.25 METERS (79.56 FT) WEST NORTHWEST OF A POWER POLE NUMBER
 DD1718'66106, 17.73 METERS (58.17 FT) WEST SOUTHWEST OF THE CURB OF THE
 DD1718'HIGHWAY.
 DD1718
 DD1718                          STATION RECOVERY (1992)
 DD1718
 DD1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1718'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1718'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1718'1.8 KM (1.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.4
 DD1718'SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 0.1 KM (0.05 MI)
 DD1718'SOUTHEASTERLY ALONG STATE HIGHWAY 65 (SEA MOUNTAIN HIGHWAY), 24.3 M
 DD1718'(79.7 FT) WEST-NORTHWEST OF UTILITY POLE 66106, 21.9 M (71.9 FT)
 DD1718'WEST-SOUTHWEST OF THE HIGHWAY CENTERLINE, 15.9 M (52.2 FT)
 DD1718'NORTH-NORTHWEST OF THE CENTER OR ALLEN STREET, 0.6 M (2.0 FT) ABOVE
 DD1718'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF THE SOUTHEAST
 DD1718'CORNER OF THE CHAPEL OF THE BY THE SEA BAPTIST CHURCH, AND THE
 DD1718'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD1718
 DD1718                          STATION RECOVERY (1999)
 DD1718
 DD1718'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1718'RECOVERED IN GOOD CONDITION.
 DD1718
 DD1718                          STATION RECOVERY (2004)
 DD1718
 DD1718'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1718'RECOVERED IN GOOD CONDITION.
 DD1718
 DD1718                          STATION RECOVERY (2005)
 DD1718
 DD1718'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1705 ***********************************************************************
 DD1705  DESIGNATION -  26 135
 DD1705  PID         -  DD1705
 DD1705  STATE/COUNTY-  SC/HORRY
 DD1705  USGS QUAD   -  WAMPEE (1990)
 DD1705
 DD1705                         *CURRENT SURVEY CONTROL
 DD1705  ___________________________________________________________________
 DD1705* NAD 83(1986)-  33 49 56.     (N)    078 38 41.     (W)     SCALED    
 DD1705* NAVD 88     -         2.071  (meters)       6.79   (feet)  ADJUSTED  
 DD1705  ___________________________________________________________________
 DD1705  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DD1705  DYNAMIC HT  -           2.069 (meters)       6.79  (feet)  COMP
 DD1705  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 DD1705
 DD1705  VERT ORDER  -  FIRST     CLASS II
 DD1705
 DD1705.The horizontal coordinates were scaled from a topographic map and have
 DD1705.an estimated accuracy of +/- 6 seconds.
 DD1705
 DD1705.The orthometric height was determined by differential leveling
 DD1705.and adjusted by the National Geodetic Survey in June 1991..
 DD1705
 DD1705.The geoid height was determined by GEOID03.
 DD1705
 DD1705.The dynamic height is computed by dividing the NAVD 88
 DD1705.geopotential number by the normal gravity value computed on the
 DD1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1705.degrees latitude (g = 980.6199 gals.).
 DD1705
 DD1705.The modeled gravity was interpolated from observed gravity values.
 DD1705
 DD1705;                    North         East    Units  Estimated Accuracy
 DD1705;SPC SC       -   224,150.      827,560.      MT  (+/- 180 meters Scaled)
 DD1705
 DD1705                          SUPERSEDED SURVEY CONTROL
 DD1705
 DD1705  NGVD 29 (03/21/89)    2.391  (m)            7.84   (f) ADJUSTED    1 2
 DD1705
 DD1705.Superseded values are not recommended for survey control.
 DD1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1705.See file dsdata.txt to determine how the superseded data were derived.
 DD1705
 DD1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT179460(NAD 83)
 DD1705_MARKER: DD = SURVEY DISK
 DD1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1705_SP_SET: CONCRETE POST
 DD1705_STAMPING: VERT 26 135 1986
 DD1705_MARK LOGO: SCGS  
 DD1705_PROJECTION: FLUSH
 DD1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1705+STABILITY: SURFACE MOTION
 DD1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1705+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1705
 DD1705  HISTORY     - Date     Condition        Report By
 DD1705  HISTORY     - 1986     MONUMENTED       SCGS
 DD1705  HISTORY     - 19920717 GOOD             NGS
 DD1705  HISTORY     - 19990907 POOR             USPSQD
 DD1705  HISTORY     - 20040708 POOR             USPSQD
 DD1705
 DD1705                          STATION DESCRIPTION
 DD1705
 DD1705'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1705'5.7 KM (3.55 MI) SW FROM LITTLE RIVER.
 DD1705'THE MARK IS 0.20 M BELOW HIGHWAY.
 DD1705'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1705'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1705'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1705'(NIXONS CROSSROADS), THENCE 1.35 KM (0.85 MI) SOUTHEAST ALONG STATE
 DD1705'ROAD 20 TO THE OVERPASS OF U.S. HIGHWAY 17, CONTINUE 1.9 KM (1.2 MI)
 DD1705'SOUTHEAST ALONG STATE HIGHWAY 65 (SEA MOUNTAIN HIGHWAY), SET AT THE
 DD1705'NORTHEAST CORNER OF A BRICK BUILDING (GRAND STRAND REALTY), 1.35
 DD1705'METERS (4.43 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING,
 DD1705'15.62 METERS (51.25 FT) WEST OF THE WEST EDGE OF THE CURB OF THE
 DD1705'HIGHWAY, 14.3 METERS (46.92 FT) WEST SOUTHWEST OF POWER POLE NUMBER
 DD1705'43653 WITH THREE GUY WIRES AND A YARD LIGHT, 19.95 METERS (65.45 FT)
 DD1705'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN GARAGE.
 DD1705
 DD1705                          STATION RECOVERY (1992)
 DD1705
 DD1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1705'IN NORTH MYRTLE BEACH, AT 503 SEA MOUNTAIN HIGHWAY, IN A FLOWER BED
 DD1705'AT THE NORTHEAST CORNER OF THE GRAND STAND OFFICE BUILDING, 19.5 M
 DD1705'(64.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 DD1705'HIGHWAY, 14.3 M (46.9 FT) WEST-SOUTHWEST OF UTILITY LIGHT POLE NUMBER
 DD1705'43653 WITH 3 GUY CABLES, 1.5 M (4.9 FT) WEST-NORTHWEST OF THE
 DD1705'NORTHEAST CORNER OF A PORCH, 1.4 M (4.6 FT) NORTHEAST OF THE
 DD1705'NORTHEAST CORNER OF THE BUILDING, AND THE MONUMENT IS FLUSH WITH THE
 DD1705'GROUND SURFACE.
 DD1705
 DD1705                          STATION RECOVERY (1999)
 DD1705
 DD1705'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1705'MARK RECOVERED IN POOR CONDITION.
 DD1705
 DD1705                          STATION RECOVERY (2004)
 DD1705
 DD1705'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1705'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1704 ***********************************************************************
 DD1704  DESIGNATION -  26 136
 DD1704  PID         -  DD1704
 DD1704  STATE/COUNTY-  SC/HORRY
 DD1704  USGS QUAD   -  WAMPEE (1990)
 DD1704
 DD1704                         *CURRENT SURVEY CONTROL
 DD1704  ___________________________________________________________________
 DD1704* NAD 83(1986)-  33 49 37.     (N)    078 39 17.     (W)     SCALED    
 DD1704* NAVD 88     -         2.409  (meters)       7.90   (feet)  ADJUSTED  
 DD1704  ___________________________________________________________________
 DD1704  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DD1704  DYNAMIC HT  -           2.407 (meters)       7.90  (feet)  COMP
 DD1704  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 DD1704
 DD1704  VERT ORDER  -  FIRST     CLASS II
 DD1704
 DD1704.The horizontal coordinates were scaled from a topographic map and have
 DD1704.an estimated accuracy of +/- 6 seconds.
 DD1704
 DD1704.The orthometric height was determined by differential leveling
 DD1704.and adjusted by the National Geodetic Survey in June 1991..
 DD1704
 DD1704.The geoid height was determined by GEOID03.
 DD1704
 DD1704.The dynamic height is computed by dividing the NAVD 88
 DD1704.geopotential number by the normal gravity value computed on the
 DD1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1704.degrees latitude (g = 980.6199 gals.).
 DD1704
 DD1704.The modeled gravity was interpolated from observed gravity values.
 DD1704
 DD1704;                    North         East    Units  Estimated Accuracy
 DD1704;SPC SC       -   223,550.      826,640.      MT  (+/- 180 meters Scaled)
 DD1704
 DD1704                          SUPERSEDED SURVEY CONTROL
 DD1704
 DD1704  NGVD 29 (05/09/91)    2.729  (m)            8.95   (f) ADJUSTED    1 2
 DD1704
 DD1704.Superseded values are not recommended for survey control.
 DD1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1704.See file dsdata.txt to determine how the superseded data were derived.
 DD1704
 DD1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT170454(NAD 83)
 DD1704_MARKER: DD = SURVEY DISK
 DD1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1704_SP_SET: CONCRETE POST
 DD1704_STAMPING: VERT 26 136 1986
 DD1704_MARK LOGO: SCGS  
 DD1704_PROJECTION: RECESSED 3 CENTIMETERS
 DD1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1704
 DD1704  HISTORY     - Date     Condition        Report By
 DD1704  HISTORY     - 1986     MONUMENTED       SCGS
 DD1704  HISTORY     - 19900918 GOOD             NGS
 DD1704  HISTORY     - 19990907 GOOD             USPSQD
 DD1704  HISTORY     - 20040708 GOOD             USPSQD
 DD1704  HISTORY     - 20051101 GOOD             USPSQD
 DD1704
 DD1704                          STATION DESCRIPTION
 DD1704
 DD1704'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1704'2.4 KM (1.5 MI) EAST FROM NORTH MYRTLE BEACH.
 DD1704'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1704'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 1.85 KM (1.15 MI)
 DD1704'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), THENCE 0.1 KM
 DD1704'(0.05 MI) NORTHWEST ALONG 16TH AVENUE NORTH, SET NEAR THE SOUTHEAST
 DD1704'CORNER OF A BRICK AND WOODEN HOUSE (203 16TH AVENUE NORTH), 1.23
 DD1704'METERS (4.04 FT) SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE (F.S.
 DD1704'CHANDLER RESIDENCE), 3.2 METERS (10.5 FT) NORTH NORTHWEST OF AN 11
 DD1704'INCH PALMETTO TREE, 18.9 METERS (62.01 FT) NORTH NORTHEAST OF THE
 DD1704'NORTHWEST CORNER OF A TWO STORY WOODEN HOUSE, 22.35 METERS (73.33 FT)
 DD1704'EAST NORTHEAST OF A SPREAD CEDAR TREE, 20.56 METERS (67.45 FT) WEST
 DD1704'SOUTHWEST OF THE CENTER OF THE AVENUE.
 DD1704'THE MARK IS ABOVE LEVEL WITH AVENUE.
 DD1704
 DD1704                          STATION RECOVERY (1990)
 DD1704
 DD1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1704'RECOVERED IN GOOD CONDITION.
 DD1704
 DD1704                          STATION RECOVERY (1999)
 DD1704
 DD1704'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1704'RECOVERED IN GOOD CONDITION.
 DD1704
 DD1704                          STATION RECOVERY (2004)
 DD1704
 DD1704'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1704'RECOVERED IN GOOD CONDITION.
 DD1704
 DD1704                          STATION RECOVERY (2005)
 DD1704
 DD1704'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1702 ***********************************************************************
 DD1702  DESIGNATION -  26 137
 DD1702  PID         -  DD1702
 DD1702  STATE/COUNTY-  SC/HORRY
 DD1702  USGS QUAD   -  WAMPEE (1990)
 DD1702
 DD1702                         *CURRENT SURVEY CONTROL
 DD1702  ___________________________________________________________________
 DD1702* NAD 83(1986)-  33 49 12.     (N)    078 40 12.     (W)     SCALED    
 DD1702* NAVD 88     -         2.309  (meters)       7.58   (feet)  ADJUSTED  
 DD1702  ___________________________________________________________________
 DD1702  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DD1702  DYNAMIC HT  -           2.307 (meters)       7.57  (feet)  COMP
 DD1702  MODELED GRAV-     979,631.5   (mgal)                       NAVD 88
 DD1702
 DD1702  VERT ORDER  -  FIRST     CLASS II
 DD1702
 DD1702.The horizontal coordinates were scaled from a topographic map and have
 DD1702.an estimated accuracy of +/- 6 seconds.
 DD1702
 DD1702.The orthometric height was determined by differential leveling
 DD1702.and adjusted by the National Geodetic Survey in June 1991..
 DD1702
 DD1702.The geoid height was determined by GEOID03.
 DD1702
 DD1702.The dynamic height is computed by dividing the NAVD 88
 DD1702.geopotential number by the normal gravity value computed on the
 DD1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1702.degrees latitude (g = 980.6199 gals.).
 DD1702
 DD1702.The modeled gravity was interpolated from observed gravity values.
 DD1702
 DD1702;                    North         East    Units  Estimated Accuracy
 DD1702;SPC SC       -   222,740.      825,250.      MT  (+/- 180 meters Scaled)
 DD1702
 DD1702                          SUPERSEDED SURVEY CONTROL
 DD1702
 DD1702  NGVD 29 (05/09/91)    2.629  (m)            8.63   (f) ADJUSTED    1 2
 DD1702
 DD1702.Superseded values are not recommended for survey control.
 DD1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1702.See file dsdata.txt to determine how the superseded data were derived.
 DD1702
 DD1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT156446(NAD 83)
 DD1702_MARKER: DD = SURVEY DISK
 DD1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1702_SP_SET: CONCRETE POST
 DD1702_STAMPING: VERT 26 137 1986
 DD1702_MARK LOGO: SCGS  
 DD1702_PROJECTION: FLUSH
 DD1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1702
 DD1702  HISTORY     - Date     Condition        Report By
 DD1702  HISTORY     - 1986     MONUMENTED       SCGS
 DD1702  HISTORY     - 19900918 GOOD             NGS
 DD1702
 DD1702                          STATION DESCRIPTION
 DD1702
 DD1702'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1702'1.3 KM (0.8 MI) SE FROM NORTH MYRTLE BEACH.
 DD1702'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1702'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 0.25 KM (0.15 MI)
 DD1702'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), SET NEAR THE
 DD1702'SOUTHWEST CORNER OF A CINDER BLOCK BUILDING IN THE NORTHWEST ANGLE OF
 DD1702'2ND AVENUE NORTH, 0.9 METER (2.95 FT) WEST OF THE SOUTHWEST CORNER OF
 DD1702'THE BUILDING, 16.46 METERS (54.0 FT) NORTHEAST OF A POWER POLE NUMBER
 DD1702'14024 WITH A METER AND SAFETY LIGHT, 16.34 METERS (53.61 FT) NORTH OF
 DD1702'A POWER POLE 23623 WITH A SAFETY LIGHT, 29.75 METERS (97.6 FT) NORTH
 DD1702'NORTHWEST OF THE CENTER OF THE BOULEVARD, 31.13 METERS (102.1 FT)
 DD1702'WEST SOUTHWEST OF THE CENTER OF THE AVENUE.
 DD1702'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 DD1702
 DD1702                          STATION RECOVERY (1990)
 DD1702
 DD1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1712 ***********************************************************************
 DD1712  DESIGNATION -  26 138
 DD1712  PID         -  DD1712
 DD1712  STATE/COUNTY-  SC/HORRY
 DD1712  USGS QUAD   -  LITTLE RIVER (1990)
 DD1712
 DD1712                         *CURRENT SURVEY CONTROL
 DD1712  ___________________________________________________________________
 DD1712* NAD 83(1986)-  33 50 13.     (N)    078 36 58.     (W)     SCALED    
 DD1712* NAVD 88     -         2.528  (meters)       8.29   (feet)  ADJUSTED  
 DD1712  ___________________________________________________________________
 DD1712  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DD1712  DYNAMIC HT  -           2.525 (meters)       8.28  (feet)  COMP
 DD1712  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 DD1712
 DD1712  VERT ORDER  -  FIRST     CLASS II
 DD1712
 DD1712.The horizontal coordinates were scaled from a topographic map and have
 DD1712.an estimated accuracy of +/- 6 seconds.
 DD1712
 DD1712.The orthometric height was determined by differential leveling
 DD1712.and adjusted by the National Geodetic Survey in June 1991..
 DD1712
 DD1712.The geoid height was determined by GEOID03.
 DD1712
 DD1712.The dynamic height is computed by dividing the NAVD 88
 DD1712.geopotential number by the normal gravity value computed on the
 DD1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1712.degrees latitude (g = 980.6199 gals.).
 DD1712
 DD1712.The modeled gravity was interpolated from observed gravity values.
 DD1712
 DD1712;                    North         East    Units  Estimated Accuracy
 DD1712;SPC SC       -   224,740.      830,190.      MT  (+/- 180 meters Scaled)
 DD1712
 DD1712                          SUPERSEDED SURVEY CONTROL
 DD1712
 DD1712  NGVD 29 (05/09/91)    2.848  (m)            9.34   (f) ADJUSTED    1 2
 DD1712
 DD1712.Superseded values are not recommended for survey control.
 DD1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1712.See file dsdata.txt to determine how the superseded data were derived.
 DD1712
 DD1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT205466(NAD 83)
 DD1712_MARKER: DD = SURVEY DISK
 DD1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1712_SP_SET: CONCRETE POST
 DD1712_STAMPING: VERT 26 138 1986
 DD1712_MARK LOGO: SCGS  
 DD1712_PROJECTION: FLUSH
 DD1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1712
 DD1712  HISTORY     - Date     Condition        Report By
 DD1712  HISTORY     - 1986     MONUMENTED       SCGS
 DD1712  HISTORY     - 19900918 GOOD             NGS
 DD1712  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD1712  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD1712
 DD1712                          STATION DESCRIPTION
 DD1712
 DD1712'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1712'6.05 KM (3.75 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1712'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1712'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1712'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 2.7
 DD1712'KM (1.7 MI) NORTHEASTERLY ALONG OCEAN BOULEVARD, SET NEAR THE
 DD1712'SOUTHEAST CORNER OF A TWO STORY BRICK AND WOODEN BUILDING (EAST WIND
 DD1712'MOTEL) IN THE NORTHEAST ANGLE OF 52ND AVENUE NORTH, 0.65 METER (2.13
 DD1712'FT) SOUTH SOUTHEAST OF THE SOUTH FACE OF THE BUILDING, 4.2 METERS
 DD1712'(13.78 FT) WEST SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 DD1712'4.9 METERS (16.08 FT) WEST NORTHWEST OF A STEEL POST SUPPORTING A
 DD1712'SIGN (EAST WIND), 11.64 METERS (38.19 FT) NORTH NORTHWEST OF THE
 DD1712'CENTER OF THE BOULEVARD, 24.25 METERS (79.56 FT) EAST NORTHEAST OF
 DD1712'THE CENTER OF THE AVENUE.
 DD1712'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 DD1712
 DD1712                          STATION RECOVERY (1990)
 DD1712
 DD1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1712'RECOVERED IN GOOD CONDITION.
 DD1712
 DD1712                          STATION RECOVERY (1999)
 DD1712
 DD1712'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1712'MARK NOT FOUND.
 DD1712
 DD1712                          STATION RECOVERY (2004)
 DD1712
 DD1712'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1726 ***********************************************************************
 DD1726  DESIGNATION -  26 139
 DD1726  PID         -  DD1726
 DD1726  STATE/COUNTY-  SC/HORRY
 DD1726  USGS QUAD   -  WAMPEE (1990)
 DD1726
 DD1726                         *CURRENT SURVEY CONTROL
 DD1726  ___________________________________________________________________
 DD1726* NAD 83(1986)-  33 50 52.     (N)    078 38 06.     (W)     SCALED    
 DD1726* NAVD 88     -         8.777  (meters)      28.80   (feet)  ADJUSTED  
 DD1726  ___________________________________________________________________
 DD1726  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DD1726  DYNAMIC HT  -           8.768 (meters)      28.77  (feet)  COMP
 DD1726  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 DD1726
 DD1726  VERT ORDER  -  FIRST     CLASS II
 DD1726
 DD1726.The horizontal coordinates were scaled from a topographic map and have
 DD1726.an estimated accuracy of +/- 6 seconds.
 DD1726
 DD1726.The orthometric height was determined by differential leveling
 DD1726.and adjusted by the National Geodetic Survey in June 1991..
 DD1726
 DD1726.The geoid height was determined by GEOID03.
 DD1726
 DD1726.The dynamic height is computed by dividing the NAVD 88
 DD1726.geopotential number by the normal gravity value computed on the
 DD1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1726.degrees latitude (g = 980.6199 gals.).
 DD1726
 DD1726.The modeled gravity was interpolated from observed gravity values.
 DD1726
 DD1726;                    North         East    Units  Estimated Accuracy
 DD1726;SPC SC       -   225,900.      828,420.      MT  (+/- 180 meters Scaled)
 DD1726
 DD1726                          SUPERSEDED SURVEY CONTROL
 DD1726
 DD1726  NGVD 29 (03/21/89)    9.097  (m)           29.85   (f) ADJUSTED    1 2
 DD1726
 DD1726.Superseded values are not recommended for survey control.
 DD1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1726.See file dsdata.txt to determine how the superseded data were derived.
 DD1726
 DD1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT188477(NAD 83)
 DD1726_MARKER: DD = SURVEY DISK
 DD1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1726_SP_SET: CONCRETE POST
 DD1726_STAMPING: VERT 26 139 1986
 DD1726_MARK LOGO: SCGS  
 DD1726_PROJECTION: FLUSH
 DD1726_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1726+STABILITY: SURFACE MOTION
 DD1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1726+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1726
 DD1726  HISTORY     - Date     Condition        Report By
 DD1726  HISTORY     - 1986     MONUMENTED       SCGS
 DD1726  HISTORY     - 19900430 GOOD             NGS
 DD1726  HISTORY     - 19920717 GOOD             NGS
 DD1726  HISTORY     - 19990908 POOR             USPSQD
 DD1726  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 DD1726  HISTORY     - 20040708 POOR             USPSQD
 DD1726
 DD1726                          STATION DESCRIPTION
 DD1726
 DD1726'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1726'3.7 KM (2.3 MI) WSW FROM LITTLE RIVER.
 DD1726'THE MARK IS 0.20 M BELOW ROAD.
 DD1726'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1726'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1726'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1726'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1726'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1726'ROAD 20, THENCE 2.3 KM (1.45 MI) EASTERLY ALONG STATE ROAD 236
 DD1726'(LITTLE RIVER NECK ROAD), SET NEAR THE SOUTHWEST CORNER OF THE
 DD1726'MACEDONIA A.M.E. CHURCH, 1.2 METERS (3.94 FT) SOUTHWEST OF THE
 DD1726'SOUTHWEST CORNER OF THE CHURCH, 2.4 METERS (7.87 FT) NORTH NORTHWEST
 DD1726'OF A 13 INCH CEDAR TREE, 5.2 METERS (17.06 FT) WEST OF THE CENTER OF
 DD1726'THE ENTRANCE DOORS TO THE CHURCH, 18.31 METERS (60.07 FT) NORTH OF
 DD1726'THE CENTER OF THE ROAD, 24.24 METERS (79.53 FT) SOUTH OF A 24 INCH
 DD1726'OAK TREE.
 DD1726
 DD1726                          STATION RECOVERY (1990)
 DD1726
 DD1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1726'THE MONUMENT HAS BEEN HIT AND IS LEANING AT A 45 DEGREE ANGLE.  NOT
 DD1726'LEVELED TO THIS SURVEY.
 DD1726
 DD1726                          STATION RECOVERY (1992)
 DD1726
 DD1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1726'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1726'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1726'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1726'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 2.3 KM (1.40 MI)
 DD1726'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), 18.3 M (60.0
 DD1726'FT) NORTH OF THE CENTERLINE OF THE ROAD, 5.5 M (18.0 FT) NORTHWEST OF
 DD1726'THE SOUTHWEST CORNER OF THE BOTTOM STEP OF THE ENTRANCE TO THE
 DD1726'MACEDONIA AMC CHURCH, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND
 DD1726'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD1726
 DD1726                          STATION RECOVERY (1999)
 DD1726
 DD1726'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1726'MARK RECOVERED IN POOR CONDITION.
 DD1726
 DD1726                          STATION RECOVERY (2004)
 DD1726
 DD1726'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1726'MARK NOT FOUND.
 DD1726
 DD1726                          STATION RECOVERY (2004)
 DD1726
 DD1726'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1726'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1758 ***********************************************************************
 DD1758  DESIGNATION -  26 140
 DD1758  PID         -  DD1758
 DD1758  STATE/COUNTY-  SC/HORRY
 DD1758  USGS QUAD   -  WAMPEE (1990)
 DD1758
 DD1758                         *CURRENT SURVEY CONTROL
 DD1758  ___________________________________________________________________
 DD1758* NAD 83(1986)-  33 51 42.     (N)    078 39 02.     (W)     SCALED    
 DD1758* NAVD 88     -        11.320  (meters)      37.14   (feet)  ADJUSTED  
 DD1758  ___________________________________________________________________
 DD1758  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DD1758  DYNAMIC HT  -          11.309 (meters)      37.10  (feet)  COMP
 DD1758  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 DD1758
 DD1758  VERT ORDER  -  FIRST     CLASS II
 DD1758
 DD1758.The horizontal coordinates were scaled from a topographic map and have
 DD1758.an estimated accuracy of +/- 6 seconds.
 DD1758
 DD1758.The orthometric height was determined by differential leveling
 DD1758.and adjusted by the National Geodetic Survey in June 1991..
 DD1758
 DD1758.The geoid height was determined by GEOID03.
 DD1758
 DD1758.The dynamic height is computed by dividing the NAVD 88
 DD1758.geopotential number by the normal gravity value computed on the
 DD1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1758.degrees latitude (g = 980.6199 gals.).
 DD1758
 DD1758.The modeled gravity was interpolated from observed gravity values.
 DD1758
 DD1758;                    North         East    Units  Estimated Accuracy
 DD1758;SPC SC       -   227,410.      826,940.      MT  (+/- 180 meters Scaled)
 DD1758
 DD1758                          SUPERSEDED SURVEY CONTROL
 DD1758
 DD1758  NGVD 29 (03/21/89)   11.641  (m)           38.19   (f) ADJUSTED    1 2
 DD1758
 DD1758.Superseded values are not recommended for survey control.
 DD1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1758.See file dsdata.txt to determine how the superseded data were derived.
 DD1758
 DD1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT173493(NAD 83)
 DD1758_MARKER: DD = SURVEY DISK
 DD1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1758_SP_SET: CONCRETE POST
 DD1758_STAMPING: VERT 26 140 1986
 DD1758_MARK LOGO: SCGS  
 DD1758_PROJECTION: FLUSH
 DD1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1758
 DD1758  HISTORY     - Date     Condition        Report By
 DD1758  HISTORY     - 1986     MONUMENTED       SCGS
 DD1758  HISTORY     - 19990908 MARK NOT FOUND   USPSQD
 DD1758  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 DD1758  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD1758
 DD1758                          STATION DESCRIPTION
 DD1758
 DD1758'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1758'3.8 KM (2.35 MI) SW FROM LITTLE RIVER.
 DD1758'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1758'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 0.8 KM (0.5
 DD1758'MI) SOUTHWEST ALONG STATE HIGHWAY 90, SET AT THE NORTHEAST CORNER OF
 DD1758'THE OPEN DOOR CHURCH FULL GOSPEL IN THE SOUTHWEST ANGLE OF A PAVED
 DD1758'ROAD LEADING SOUTH SOUTHEAST, 0.85 METER (2.79 FT) NORTH OF THE
 DD1758'NORTHEAST CORNER OF THE CHURCH, 2.25 METERS (7.38 FT) SOUTH SOUTHEAST
 DD1758'OF THE NORTHEAST CORNER OF A CINDER BLOCK PATIO FOUNDATION, 17.0
 DD1758'METERS (55.77 FT) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 27.18
 DD1758'METERS (89.17 FT) SOUTH SOUTHEAST OF A FIRE HYDRANT, 29.25 METERS
 DD1758'(95.96 FT) NORTH NORTHWEST OF A POWER POLE NUMBER 20429 WITH A GUY
 DD1758'WIRE AND YARD LIGHT, 36.65 METERS (120.24 FT) SOUTH SOUTHEAST OF THE
 DD1758'CENTER OF THE HIGHWAY.
 DD1758'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1758
 DD1758                          STATION RECOVERY (1999)
 DD1758
 DD1758'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1758'MARK NOT FOUND.
 DD1758
 DD1758                          STATION RECOVERY (2004)
 DD1758
 DD1758'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1758'MARK NOT FOUND.
 DD1758
 DD1758                          STATION RECOVERY (2004)
 DD1758
 DD1758'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1759 ***********************************************************************
 DD1759  DESIGNATION -  26 141
 DD1759  PID         -  DD1759
 DD1759  STATE/COUNTY-  SC/HORRY
 DD1759  USGS QUAD   -  WAMPEE (1990)
 DD1759
 DD1759                         *CURRENT SURVEY CONTROL
 DD1759  ___________________________________________________________________
 DD1759* NAD 83(1986)-  33 52 02.     (N)    078 38 09.     (W)     SCALED    
 DD1759* NAVD 88     -         7.849  (meters)      25.75   (feet)  ADJUSTED  
 DD1759  ___________________________________________________________________
 DD1759  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DD1759  DYNAMIC HT  -           7.842 (meters)      25.73  (feet)  COMP
 DD1759  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 DD1759
 DD1759  VERT ORDER  -  FIRST     CLASS II
 DD1759
 DD1759.The horizontal coordinates were scaled from a topographic map and have
 DD1759.an estimated accuracy of +/- 6 seconds.
 DD1759
 DD1759.The orthometric height was determined by differential leveling
 DD1759.and adjusted by the National Geodetic Survey in June 1991..
 DD1759
 DD1759.The geoid height was determined by GEOID03.
 DD1759
 DD1759.The dynamic height is computed by dividing the NAVD 88
 DD1759.geopotential number by the normal gravity value computed on the
 DD1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1759.degrees latitude (g = 980.6199 gals.).
 DD1759
 DD1759.The modeled gravity was interpolated from observed gravity values.
 DD1759
 DD1759;                    North         East    Units  Estimated Accuracy
 DD1759;SPC SC       -   228,050.      828,290.      MT  (+/- 180 meters Scaled)
 DD1759
 DD1759                          SUPERSEDED SURVEY CONTROL
 DD1759
 DD1759  NGVD 29 (03/21/89)    8.171  (m)           26.81   (f) ADJUSTED    1 2
 DD1759
 DD1759.Superseded values are not recommended for survey control.
 DD1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1759.See file dsdata.txt to determine how the superseded data were derived.
 DD1759
 DD1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT186499(NAD 83)
 DD1759_MARKER: DD = SURVEY DISK
 DD1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1759_SP_SET: CONCRETE POST
 DD1759_STAMPING: VERT 26 141 1986
 DD1759_MARK LOGO: SCGS  
 DD1759_PROJECTION: FLUSH
 DD1759_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1759+STABILITY: SURFACE MOTION
 DD1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1759+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD1759
 DD1759  HISTORY     - Date     Condition        Report By
 DD1759  HISTORY     - 1986     MONUMENTED       SCGS
 DD1759  HISTORY     - 19960422 GOOD             SCGS
 DD1759  HISTORY     - 19990908 GOOD             USPSQD
 DD1759  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 DD1759  HISTORY     - 20040707 GOOD             USPSQD
 DD1759  HISTORY     - 20051031 GOOD             USPSQD
 DD1759
 DD1759                          STATION DESCRIPTION
 DD1759
 DD1759'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1759'2.2 KM (1.4 MI) SW FROM LITTLE RIVER.
 DD1759'2.3 KM (1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1759'OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, SET IN THE MEDIAN
 DD1759'OF THE ENTRANCE/EXIT DRIVE TO COQUINA HARBOUR (MYRTLE BEACH YACHT
 DD1759'CLUB) IN FRONT OF A 10 FOOT HIGH STUCCO WALL, 0.6 METER (1.97 FT)
 DD1759'NORTH NORTHWEST OF THE NORTH FACE OF THE WALL, 9.12 METERS (29.92 FT)
 DD1759'SOUTHWEST OF THE SOUTHWEST CORNER OF A THREE AND ONE HALF FOOT PILLAR
 DD1759'NEAREST THE EXIT DRIVE, 4.05 METERS (13.29 FT) EAST NORTHEAST OF THE
 DD1759'CENTER OF THE ENTRANCE ROAD, 12.55 METERS (41.17 FT) WEST SOUTHWEST
 DD1759'OF THE CENTER OF THE EXIT ROAD, 33.7 METERS (110.56 FT) SOUTH OF A
 DD1759'TWIN STREET LIGHT POST, 65.2 METERS (213.91 FT) SOUTH SOUTHEAST OF
 DD1759'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY.
 DD1759'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1759
 DD1759                          STATION RECOVERY (1996)
 DD1759
 DD1759'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1759'STATION IS LOCATED 1.3 MILES (2.1 KM) WEST SOUTHWEST OF LITTLE RIVER,
 DD1759'23.65 MILES (38.06 KM) EAST OF CONWAY.  OWNERSHIP--COQUINA HARBOR. TO
 DD1759'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD1759'HIGHWAY 90, 1.5 MILES (2.4 KM) WEST SOUTHWEST OF LITTLE RIVER, GO
 DD1759'NORTH ON HIGHWAY 17 FOR 0.45 MILE (0.72 KM) TO THE ENTRANCE DRIVE TO
 DD1759'COQUINA HARBOR, TURN RIGHT ON THE DRIVE FOR 0.05 MILE (0.08 KM) TO THE
 DD1759'STATION NEAR A 10-FOOT STUCCO WALL IN THE MEDIAN OF THE DRIVE. STATION
 DD1759'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE
 DD1759'DRIVE, 12.0 FEET (3.7 M) EAST NORTHEAST OF THE WEST DRIVE, 41.5 FEET
 DD1759'(12.6 M) WEST SOUTHWEST OF THE CENTER OF THE EAST DRIVE, 2.0 FEET (0.6
 DD1759'M) NORTH NORTHWEST OF THE STUCCO WALL, 4.0 FEET (1.2 M) EAST OF THE
 DD1759'WEST END OF THE STUCCO WALL.
 DD1759
 DD1759                          STATION RECOVERY (1999)
 DD1759
 DD1759'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1759'RECOVERED IN GOOD CONDITION.
 DD1759
 DD1759                          STATION RECOVERY (2004)
 DD1759
 DD1759'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1759'WALL NO LONGER THERE.  STREET IMPROVEMENTS HAVE PROBABLY DESTROYED
 DD1759'MARK.
 DD1759
 DD1759                          STATION RECOVERY (2004)
 DD1759
 DD1759'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1759'RECOVERED IN GOOD CONDITION.
 DD1759
 DD1759                          STATION RECOVERY (2005)
 DD1759
 DD1759'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1762 ***********************************************************************
 DD1762  DESIGNATION -  26 142
 DD1762  PID         -  DD1762
 DD1762  STATE/COUNTY-  SC/HORRY
 DD1762  USGS QUAD   -  LITTLE RIVER (1990)
 DD1762
 DD1762                         *CURRENT SURVEY CONTROL
 DD1762  ___________________________________________________________________
 DD1762* NAD 83(1986)-  33 52 25.     (N)    078 37 19.     (W)     SCALED    
 DD1762* NAVD 88     -         9.376  (meters)      30.76   (feet)  ADJUSTED  
 DD1762  ___________________________________________________________________
 DD1762  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DD1762  DYNAMIC HT  -           9.367 (meters)      30.73  (feet)  COMP
 DD1762  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 DD1762
 DD1762  VERT ORDER  -  FIRST     CLASS II
 DD1762
 DD1762.The horizontal coordinates were scaled from a topographic map and have
 DD1762.an estimated accuracy of +/- 6 seconds.
 DD1762
 DD1762.The orthometric height was determined by differential leveling
 DD1762.and adjusted by the National Geodetic Survey in June 1991..
 DD1762
 DD1762.The geoid height was determined by GEOID03.
 DD1762
 DD1762.The dynamic height is computed by dividing the NAVD 88
 DD1762.geopotential number by the normal gravity value computed on the
 DD1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1762.degrees latitude (g = 980.6199 gals.).
 DD1762
 DD1762.The modeled gravity was interpolated from observed gravity values.
 DD1762
 DD1762;                    North         East    Units  Estimated Accuracy
 DD1762;SPC SC       -   228,790.      829,560.      MT  (+/- 180 meters Scaled)
 DD1762
 DD1762                          SUPERSEDED SURVEY CONTROL
 DD1762
 DD1762  NGVD 29 (03/21/89)    9.699  (m)           31.82   (f) ADJUSTED    1 2
 DD1762
 DD1762.Superseded values are not recommended for survey control.
 DD1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1762.See file dsdata.txt to determine how the superseded data were derived.
 DD1762
 DD1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT199506(NAD 83)
 DD1762_MARKER: DD = SURVEY DISK
 DD1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1762_SP_SET: CONCRETE POST
 DD1762_STAMPING: VERT 26 142 1986
 DD1762_MARK LOGO: SCGS  
 DD1762_PROJECTION: FLUSH
 DD1762_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1762+STABILITY: SURFACE MOTION
 DD1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1762+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1996
 DD1762
 DD1762  HISTORY     - Date     Condition        Report By
 DD1762  HISTORY     - 1986     MONUMENTED       SCGS
 DD1762  HISTORY     - 1987     GOOD             USPSQD
 DD1762  HISTORY     - 19960422 GOOD             SCGS
 DD1762  HISTORY     - 19990908 MARK NOT FOUND   USPSQD
 DD1762  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 DD1762  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 DD1762
 DD1762                          STATION DESCRIPTION
 DD1762
 DD1762'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1762'IN LITTLE RIVER.
 DD1762'0.8 KM (0.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1762'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, SET NEAR A POWER POLE
 DD1762'IN FRONT OF A BRICK HOME (STELLAS GUEST HOME), 5.85 METERS (19.19 FT)
 DD1762'WEST SOUTHWEST OF THE POWER POLE NUMBER 42865/149 WITH A STREET
 DD1762'LIGHT, 9.4 METERS (30.84 FT) NORTH NORTHWEST OF THE CENTER OF THE
 DD1762'SOUTHBOUND LANES, 4.9 METERS (16.08 FT) EAST NORTHEAST OF THE CENTER
 DD1762'OF THE EASTERN MOST DRIVE TO THE HOUSE, 22.8 METERS (74.8 FT) SOUTH
 DD1762'OF THE SOUTHWEST CORNER OF THE HOUSE, 37.6 METERS (123.36 FT)
 DD1762'SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES AND A TRANSFORMER.
 DD1762'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1762
 DD1762                          STATION RECOVERY (1987)
 DD1762
 DD1762'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1762'RECOVERED IN GOOD CONDITION.
 DD1762
 DD1762                          STATION RECOVERY (1996)
 DD1762
 DD1762'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1762'STATION IS LOCATED 0.45 MILE (0.72 KM) WEST OF LITTLE RIVER, 24.6
 DD1762'MILES (39.6 KM) EAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1762'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DD1762'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD1762'HIGHWAY 90, 1.5 MILES (2.4 KM) WEST SOUTHWEST OF LITTLE RIVER, GO
 DD1762'NORTH ON HIGHWAY 17 FOR 1.45 MILES (2.33 KM) TO THE STATION ON THE
 DD1762'LEFT NEAR A BRICK WALL SURROUNDING A FLOWER BED IN FRONT OF STELLAS
 DD1762'GUEST HOME.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND
 DD1762'1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 16.0 FEET (4.9 M) EAST NORTHEAST
 DD1762'OF THE CENTER OF THE DRIVEWAY, 31.0 FEET (9.4 M) NORTH NORTHWEST OF
 DD1762'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 20.8 FEET (6.3 M)
 DD1762'WEST SOUTHWEST OF A POWER POLE NUMBER 83688 WITH A SECURITY LIGHT,
 DD1762'75.0 FEET (22.9 M) SOUTH OF THE SOUTH CORNER OF STELLAS GUEST HOME
 DD1762'OFFICE, 3.1 FEET (0.9 M) EAST NORTHEAST OF THE EAST EDGE OF THE BRICK
 DD1762'WALL.
 DD1762
 DD1762                          STATION RECOVERY (1999)
 DD1762
 DD1762'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1762'MARK NOT FOUND.
 DD1762
 DD1762                          STATION RECOVERY (2004)
 DD1762
 DD1762'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1762'MARK NOT FOUND.
 DD1762
 DD1762                          STATION RECOVERY (2004)
 DD1762
 DD1762'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1767 ***********************************************************************
 DD1767  DESIGNATION -  26 143
 DD1767  PID         -  DD1767
 DD1767  STATE/COUNTY-  SC/HORRY
 DD1767  USGS QUAD   -  CALABASH (1990)
 DD1767
 DD1767                         *CURRENT SURVEY CONTROL
 DD1767  ___________________________________________________________________
 DD1767* NAD 83(1986)-  33 53 04.     (N)    078 35 56.     (W)     SCALED    
 DD1767* NAVD 88     -        15.185  (meters)      49.82   (feet)  ADJUSTED  
 DD1767  ___________________________________________________________________
 DD1767  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DD1767  DYNAMIC HT  -          15.170 (meters)      49.77  (feet)  COMP
 DD1767  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 DD1767
 DD1767  VERT ORDER  -  FIRST     CLASS II
 DD1767
 DD1767.The horizontal coordinates were scaled from a topographic map and have
 DD1767.an estimated accuracy of +/- 6 seconds.
 DD1767
 DD1767.The orthometric height was determined by differential leveling
 DD1767.and adjusted by the National Geodetic Survey in June 1991..
 DD1767
 DD1767.The geoid height was determined by GEOID03.
 DD1767
 DD1767.The dynamic height is computed by dividing the NAVD 88
 DD1767.geopotential number by the normal gravity value computed on the
 DD1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1767.degrees latitude (g = 980.6199 gals.).
 DD1767
 DD1767.The modeled gravity was interpolated from observed gravity values.
 DD1767
 DD1767;                    North         East    Units  Estimated Accuracy
 DD1767;SPC SC       -   230,040.      831,660.      MT  (+/- 180 meters Scaled)
 DD1767
 DD1767                          SUPERSEDED SURVEY CONTROL
 DD1767
 DD1767  NGVD 29 (03/21/89)   15.508  (m)           50.88   (f) ADJUSTED    1 2
 DD1767
 DD1767.Superseded values are not recommended for survey control.
 DD1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1767.See file dsdata.txt to determine how the superseded data were derived.
 DD1767
 DD1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT220519(NAD 83)
 DD1767_MARKER: DB = BENCH MARK DISK
 DD1767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1767_SP_SET: STAINLESS STEEL ROD
 DD1767_STAMPING: VERT 26 143 1986
 DD1767_MARK LOGO: SCGS  
 DD1767_PROJECTION: RECESSED 7 CENTIMETERS
 DD1767_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1767+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD1767_ROD/PIPE-DEPTH: 21.7 meters
 DD1767
 DD1767  HISTORY     - Date     Condition        Report By
 DD1767  HISTORY     - 1986     MONUMENTED       SCGS
 DD1767  HISTORY     - 19981209 GOOD             NCGS
 DD1767  HISTORY     - 19981209 GOOD             NCGS
 DD1767  HISTORY     - 19990909 GOOD             USPSQD
 DD1767  HISTORY     - 20040707 GOOD             USPSQD
 DD1767  HISTORY     - 20040719 MARK NOT FOUND   USPSQD
 DD1767  HISTORY     - 20051031 GOOD             USPSQD
 DD1767
 DD1767                          STATION DESCRIPTION
 DD1767
 DD1767'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1767'1.7 KM (1.05 MI) NE FROM LITTLE RIVER.
 DD1767'1.7 KM (1.05 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1767'OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, SET NEAR THE NORTH
 DD1767'CORNER OF THE SOUTH CAROLINA WELCOME CENTER, 5.02 METERS (16.47 FT)
 DD1767'EAST OF THE NORTH CORNER OF THE BUILDING, 3.75 METERS (12.3 FT)
 DD1767'NORTHEAST OF THE NORTHEAST FACE OF THE BUILDING, 10.91 METERS (35.79
 DD1767'FT) WEST SOUTHWEST OF A STEEL LAMP POST AT THE NORTHEAST ENTRANCE,
 DD1767'4.02 METERS (13.19 FT) SOUTH SOUTHWEST OF A 15 INCH OAK TREE, 64.5
 DD1767'METERS (211.61 FT) NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANE OF
 DD1767'THE HIGHWAY, 22.35 METERS (73.33 FT) WEST NORTHWEST OF A MEMORIAL
 DD1767'PLAQUE (BLUE STAR MEMORIAL HIGHWAY), 35.95 METERS (117.95 FT) EAST
 DD1767'SOUTHEAST OF A POWER POLE 21421/P1A2 WITH A GUY WIRE AND THREE
 DD1767'TRANSFORMERS.
 DD1767'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1767
 DD1767                          STATION RECOVERY (1998)
 DD1767
 DD1767'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD1767'RECOVERED AS DESCRIBED.
 DD1767
 DD1767                          STATION RECOVERY (1998)
 DD1767
 DD1767'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD1767'RECOVERED AS DESCRIBED.
 DD1767
 DD1767                          STATION RECOVERY (1999)
 DD1767
 DD1767'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1767'RECOVERED IN GOOD CONDITION.
 DD1767
 DD1767                          STATION RECOVERY (2004)
 DD1767
 DD1767'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1767'RECOVERED IN GOOD CONDITION.
 DD1767
 DD1767                          STATION RECOVERY (2004)
 DD1767
 DD1767'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1767'MARK NOT FOUND.
 DD1767
 DD1767                          STATION RECOVERY (2005)
 DD1767
 DD1767'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1772 ***********************************************************************
 DD1772  DESIGNATION -  26 144
 DD1772  PID         -  DD1772
 DD1772  STATE/COUNTY-  SC/HORRY
 DD1772  USGS QUAD   -  CALABASH (1990)
 DD1772
 DD1772                         *CURRENT SURVEY CONTROL
 DD1772  ___________________________________________________________________
 DD1772* NAD 83(1986)-  33 53 10.     (N)    078 35 41.     (W)     SCALED    
 DD1772* NAVD 88     -         7.549  (meters)      24.77   (feet)  ADJUSTED  
 DD1772  ___________________________________________________________________
 DD1772  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 DD1772  DYNAMIC HT  -           7.541 (meters)      24.74  (feet)  COMP
 DD1772  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 DD1772
 DD1772  VERT ORDER  -  FIRST     CLASS II
 DD1772
 DD1772.The horizontal coordinates were scaled from a topographic map and have
 DD1772.an estimated accuracy of +/- 6 seconds.
 DD1772
 DD1772.The orthometric height was determined by differential leveling
 DD1772.and adjusted by the National Geodetic Survey in June 1991..
 DD1772
 DD1772.The geoid height was determined by GEOID03.
 DD1772
 DD1772.The dynamic height is computed by dividing the NAVD 88
 DD1772.geopotential number by the normal gravity value computed on the
 DD1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1772.degrees latitude (g = 980.6199 gals.).
 DD1772
 DD1772.The modeled gravity was interpolated from observed gravity values.
 DD1772
 DD1772;                    North         East    Units  Estimated Accuracy
 DD1772;SPC SC       -   230,230.      832,040.      MT  (+/- 180 meters Scaled)
 DD1772
 DD1772                          SUPERSEDED SURVEY CONTROL
 DD1772
 DD1772  NGVD 29 (03/21/89)    7.871  (m)           25.82   (f) ADJUSTED    1 2
 DD1772
 DD1772.Superseded values are not recommended for survey control.
 DD1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1772.See file dsdata.txt to determine how the superseded data were derived.
 DD1772
 DD1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT224521(NAD 83)
 DD1772_MARKER: DD = SURVEY DISK
 DD1772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1772_SP_SET: STAINLESS STEEL ROD
 DD1772_STAMPING: 26 144 1986
 DD1772_MARK LOGO: SCGS  
 DD1772_PROJECTION: RECESSED 8 CENTIMETERS
 DD1772_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1772+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD1772_ROD/PIPE-DEPTH: 13.3 meters
 DD1772
 DD1772  HISTORY     - Date     Condition        Report By
 DD1772  HISTORY     - 1986     MONUMENTED       SCGS
 DD1772  HISTORY     - 19981020 GOOD             NCGS
 DD1772  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD1772  HISTORY     - 20001010 GOOD             NCGS
 DD1772  HISTORY     - 20001010 GOOD             NCGS
 DD1772  HISTORY     - 20021227 GOOD             USPSQD
 DD1772  HISTORY     - 20040707 GOOD             USPSQD
 DD1772  HISTORY     - 20051031 GOOD             USPSQD
 DD1772
 DD1772                          STATION DESCRIPTION
 DD1772
 DD1772'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1772'2.1 KM (1.3 MI) NE FROM LITTLE RIVER.
 DD1772'1.7 KM (1.05 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1772'OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 0.5 KM (0.3
 DD1772'MI) NORTHEASTERLY ALONG STATE HIGHWAY 179, THENCE 0.1 KM (0.05 MI)
 DD1772'WEST SOUTHWEST ALONG THE ENTRANCE TO WINDJAMMER VILLAGE, SET NEAR A
 DD1772'THREE FOOT HIGH WATER SPIGOT IN THE MEDIAN OF THE ENTRANCE ROAD, 3.23
 DD1772'METERS (10.6 FT) NORTHWEST OF A THREE INCH HOLLY TREE, 11.4 METERS
 DD1772'(37.4 FT) NORTH NORTHWEST OF THE SOUTH LAMP POST OF TWO IN THE
 DD1772'MEDIAN, 3.7 METERS (12.14 FT) NORTH NORTHEAST OF THE SPIGOT, 4.7
 DD1772'METERS (15.42 FT) EAST NORTHEAST OF THE CENTER OF AN ENTRANCE ROAD TO
 DD1772'THE OFFICE BUILDING, 7.53 METERS (24.7 FT) WEST SOUTHWEST OF THE
 DD1772'CENTER OF THE MAIN ROAD, 21.9 METERS (71.85 FT) EAST SOUTHEAST OF THE
 DD1772'SOUTHEAST CORNER OF THE RECEPTION/SALES OFFICE BUILDING, 39.96 METERS
 DD1772'(131.1 FT) SOUTH SOUTHEAST OF A FIRE HYDRANT.
 DD1772'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 DD1772
 DD1772                          STATION RECOVERY (1998)
 DD1772
 DD1772'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD1772'RECOVERED AS DESCRIBED WITH ADDITIONAL REFERENCES. LOCATED 13.7 FT
 DD1772'(4.2 M) NORTHWEST OF A WATER METER AND 2.0 FT (0.6 M) NORTH OF THE
 DD1772'PROLONGATION OF THE NORTH SIDE OF SALES OFFICE.  THE DISK IS NOW
 DD1772'RECESSED ABOUT 3 INCHES BELOW GROUND.
 DD1772
 DD1772                          STATION RECOVERY (1999)
 DD1772
 DD1772'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1772'MARK NOT FOUND.
 DD1772
 DD1772                          STATION RECOVERY (2000)
 DD1772
 DD1772'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 DD1772'RECOVERED AS DESCRIBED.
 DD1772
 DD1772                          STATION RECOVERY (2000)
 DD1772
 DD1772'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 DD1772'RECOVERED AS DESCRIBED WITH ADDITIONAL REFERENCES. LOCATED 13.7 FT
 DD1772'(4.2 M) NORTHWEST OF A WATER METER AND 2.0 FT (0.6 M) NORTH OF THE
 DD1772'PROLONGATION OF THE NORTH SIDE OF SALES OFFICE.  THE DISK IS NOW
 DD1772'RECESSED ABOUT 3 INCHES BELOW GROUND.
 DD1772
 DD1772                          STATION RECOVERY (2002)
 DD1772
 DD1772'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1772'RECOVERED IN GOOD CONDITION.
 DD1772
 DD1772                          STATION RECOVERY (2004)
 DD1772
 DD1772'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1772'RECOVERED IN GOOD CONDITION.
 DD1772
 DD1772                          STATION RECOVERY (2005)
 DD1772
 DD1772'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1770 ***********************************************************************
 DD1770  DESIGNATION -  26 145
 DD1770  PID         -  DD1770
 DD1770  STATE/COUNTY-  SC/HORRY
 DD1770  USGS QUAD   -  CALABASH (1990)
 DD1770
 DD1770                         *CURRENT SURVEY CONTROL
 DD1770  ___________________________________________________________________
 DD1770* NAD 83(1986)-  33 53 42.     (N)    078 35 34.     (W)     SCALED    
 DD1770* NAVD 88     -        14.796  (meters)      48.54   (feet)  ADJUSTED  
 DD1770  ___________________________________________________________________
 DD1770  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 DD1770  DYNAMIC HT  -          14.781 (meters)      48.49  (feet)  COMP
 DD1770  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 DD1770
 DD1770  VERT ORDER  -  FIRST     CLASS II
 DD1770
 DD1770.The horizontal coordinates were scaled from a topographic map and have
 DD1770.an estimated accuracy of +/- 6 seconds.
 DD1770
 DD1770.The orthometric height was determined by differential leveling
 DD1770.and adjusted by the National Geodetic Survey in June 1991..
 DD1770
 DD1770.The geoid height was determined by GEOID03.
 DD1770
 DD1770.The dynamic height is computed by dividing the NAVD 88
 DD1770.geopotential number by the normal gravity value computed on the
 DD1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1770.degrees latitude (g = 980.6199 gals.).
 DD1770
 DD1770.The modeled gravity was interpolated from observed gravity values.
 DD1770
 DD1770;                    North         East    Units  Estimated Accuracy
 DD1770;SPC SC       -   231,220.      832,200.      MT  (+/- 180 meters Scaled)
 DD1770
 DD1770                          SUPERSEDED SURVEY CONTROL
 DD1770
 DD1770  NGVD 29 (03/21/89)   15.118  (m)           49.60   (f) ADJUSTED    1 2
 DD1770
 DD1770.Superseded values are not recommended for survey control.
 DD1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1770.See file dsdata.txt to determine how the superseded data were derived.
 DD1770
 DD1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT226531(NAD 83)
 DD1770_MARKER: DD = SURVEY DISK
 DD1770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1770_SP_SET: STAINLESS STEEL ROD
 DD1770_STAMPING: VERT 26 145 1986
 DD1770_MARK LOGO: SCGS  
 DD1770_PROJECTION: FLUSH
 DD1770_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1770+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD1770_ROD/PIPE-DEPTH: 12.2 meters
 DD1770
 DD1770  HISTORY     - Date     Condition        Report By
 DD1770  HISTORY     - 1986     MONUMENTED       SCGS
 DD1770  HISTORY     - 19981209 GOOD             NCGS
 DD1770  HISTORY     - 19981209 GOOD             NCGS
 DD1770  HISTORY     - 20021227 GOOD             USPSQD
 DD1770  HISTORY     - 20040708 GOOD             USPSQD
 DD1770  HISTORY     - 20051031 GOOD             USPSQD
 DD1770
 DD1770                          STATION DESCRIPTION
 DD1770
 DD1770'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1770'2.9 KM (1.8 MI) NE FROM LITTLE RIVER.
 DD1770'2.95 KM (1.85 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1770'OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 0.2 KM (0.1
 DD1770'MI) NORTHWEST AND SOUTHWEST ALONG A SAND DRIVE TO A BRICK HOUSE, SET
 DD1770'NEAR THE NORTH CORNER OF THE HOUSE (NEAR THE SOUTH CAROLINA/NORTH
 DD1770'CAROLINA STATE LINE), 2.05 METERS (6.73 FT) NORTH NORTHWEST OF THE
 DD1770'NORTH CORNER OF THE HOUSE, 1.73 METERS (5.68 FT) SOUTHWEST OF A 6
 DD1770'INCH HOLLY TREE, 14.73 METERS (38.33 FT) SOUTH SOUTHEAST OF A POWER
 DD1770'POLE NUMBER 42645 WITH A GUY WIRE AND A YARD LIGHT, 12.35 METERS
 DD1770'(40.52 FT) EAST OF THE EAST CORNER OF A BRICK WATER PUMP SHED, 38.35
 DD1770'METERS (125.82 FT) EAST NORTHEAST OF THE NORTH CORNER OF A SMALL
 DD1770'BRICK BUILDING.
 DD1770'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 DD1770
 DD1770                          STATION RECOVERY (1998)
 DD1770
 DD1770'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD1770'THE HOUSE IN THE DESCRIPTION IS OWNED BY THE FLOYD FAMILY AND IS NO.
 DD1770'2597, AND IS DIRECTLY BEHIND THE STATE LINE FIREWORKS STORE.  THE SAND
 DD1770'DRIVE IS NOW PAVED AND IS THE ENTRANCE TO HEATHER LAKES IV
 DD1770'SUB-DIVISION.
 DD1770
 DD1770                          STATION RECOVERY (1998)
 DD1770
 DD1770'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD1770'RECOVERED AS DESCRIBED.
 DD1770
 DD1770                          STATION RECOVERY (2002)
 DD1770
 DD1770'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1770'RECOVERED IN GOOD CONDITION.
 DD1770
 DD1770                          STATION RECOVERY (2004)
 DD1770
 DD1770'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1770'RECOVERED IN GOOD CONDITION.
 DD1770
 DD1770                          STATION RECOVERY (2005)
 DD1770
 DD1770'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1777 ***********************************************************************
 DD1777  DESIGNATION -  26 146
 DD1777  PID         -  DD1777
 DD1777  STATE/COUNTY-  SC/HORRY
 DD1777  USGS QUAD   -  WAMPEE (1990)
 DD1777
 DD1777                         *CURRENT SURVEY CONTROL
 DD1777  ___________________________________________________________________
 DD1777* NAD 83(1986)-  33 52 04.     (N)    078 40 12.     (W)     SCALED    
 DD1777* NAVD 88     -        11.567  (meters)      37.95   (feet)  ADJUSTED  
 DD1777  ___________________________________________________________________
 DD1777  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DD1777  DYNAMIC HT  -          11.555 (meters)      37.91  (feet)  COMP
 DD1777  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 DD1777
 DD1777  VERT ORDER  -  FIRST     CLASS II
 DD1777
 DD1777.The horizontal coordinates were scaled from a topographic map and have
 DD1777.an estimated accuracy of +/- 6 seconds.
 DD1777
 DD1777.The orthometric height was determined by differential leveling
 DD1777.and adjusted by the National Geodetic Survey in June 1991..
 DD1777
 DD1777.The geoid height was determined by GEOID03.
 DD1777
 DD1777.The dynamic height is computed by dividing the NAVD 88
 DD1777.geopotential number by the normal gravity value computed on the
 DD1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1777.degrees latitude (g = 980.6199 gals.).
 DD1777
 DD1777.The modeled gravity was interpolated from observed gravity values.
 DD1777
 DD1777;                    North         East    Units  Estimated Accuracy
 DD1777;SPC SC       -   228,040.      825,130.      MT  (+/- 180 meters Scaled)
 DD1777
 DD1777                          SUPERSEDED SURVEY CONTROL
 DD1777
 DD1777  NGVD 29 (03/21/89)   11.887  (m)           39.00   (f) ADJUSTED    1 2
 DD1777
 DD1777.Superseded values are not recommended for survey control.
 DD1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1777.See file dsdata.txt to determine how the superseded data were derived.
 DD1777
 DD1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT155499(NAD 83)
 DD1777_MARKER: DD = SURVEY DISK
 DD1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1777_SP_SET: CONCRETE POST
 DD1777_STAMPING: VERT 26 146 1986
 DD1777_MARK LOGO: SCGS  
 DD1777_PROJECTION: FLUSH
 DD1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1777
 DD1777  HISTORY     - Date     Condition        Report By
 DD1777  HISTORY     - 1986     MONUMENTED       SCGS
 DD1777
 DD1777                          STATION DESCRIPTION
 DD1777
 DD1777'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1777'5.2 KM (3.25 MI) WSW FROM LITTLE RIVER.
 DD1777'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1777'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1 MI)
 DD1777'SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1777'(NIXONS CROSSROADS), THENCE 1.4 KM (0.9 MI) NORTHWEST ALONG ROAD 20,
 DD1777'SET NEAR THE NORTHEAST CORNER OF THE NORTH MYRTLE BEACH ASSEMBLY OF
 DD1777'GOD CHURCH, 18.2 METERS (59.71 FT) EAST SOUTHEAST OF A 20 INCH CEDAR
 DD1777'TREE, 0.69 METER (2.26 FT) EAST NORTHEAST OF THE NORTHEAST CORNER OF
 DD1777'THE CHURCH, 12.91 METERS (42.36 FT) WEST OF THE SOUTHWEST CORNER OF A
 DD1777'WATER METER COVER, 22.45 METERS (73.65 FT) WEST SOUTHWEST OF THE
 DD1777'CENTER OF THE HIGHWAY, 5.42 METERS (17.78 FT) NORTH NORTHWEST OF THE
 DD1777'CENTER OF THE ENTRANCE DOORS.
 DD1777'THE MARK IS 1.00 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1778 ***********************************************************************
 DD1778  DESIGNATION -  26 147
 DD1778  PID         -  DD1778
 DD1778  STATE/COUNTY-  SC/HORRY
 DD1778  USGS QUAD   -  WAMPEE (1990)
 DD1778
 DD1778                         *CURRENT SURVEY CONTROL
 DD1778  ___________________________________________________________________
 DD1778* NAD 83(1986)-  33 52 27.     (N)    078 40 37.     (W)     SCALED    
 DD1778* NAVD 88     -        11.924  (meters)      39.12   (feet)  ADJUSTED  
 DD1778  ___________________________________________________________________
 DD1778  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DD1778  DYNAMIC HT  -          11.912 (meters)      39.08  (feet)  COMP
 DD1778  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 DD1778
 DD1778  VERT ORDER  -  FIRST     CLASS II
 DD1778
 DD1778.The horizontal coordinates were scaled from a topographic map and have
 DD1778.an estimated accuracy of +/- 6 seconds.
 DD1778
 DD1778.The orthometric height was determined by differential leveling
 DD1778.and adjusted by the National Geodetic Survey in June 1991..
 DD1778
 DD1778.The geoid height was determined by GEOID03.
 DD1778
 DD1778.The dynamic height is computed by dividing the NAVD 88
 DD1778.geopotential number by the normal gravity value computed on the
 DD1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1778.degrees latitude (g = 980.6199 gals.).
 DD1778
 DD1778.The modeled gravity was interpolated from observed gravity values.
 DD1778
 DD1778;                    North         East    Units  Estimated Accuracy
 DD1778;SPC SC       -   228,740.      824,470.      MT  (+/- 180 meters Scaled)
 DD1778
 DD1778                          SUPERSEDED SURVEY CONTROL
 DD1778
 DD1778  NGVD 29 (03/21/89)   12.245  (m)           40.17   (f) ADJUSTED    1 2
 DD1778
 DD1778.Superseded values are not recommended for survey control.
 DD1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1778.See file dsdata.txt to determine how the superseded data were derived.
 DD1778
 DD1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT148506(NAD 83)
 DD1778_MARKER: DD = SURVEY DISK
 DD1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1778_SP_SET: CONCRETE POST
 DD1778_STAMPING: VERT 26 147 1986
 DD1778_MARK LOGO: SCGS  
 DD1778_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1778
 DD1778  HISTORY     - Date     Condition        Report By
 DD1778  HISTORY     - 1986     MONUMENTED       SCGS
 DD1778
 DD1778                          STATION DESCRIPTION
 DD1778
 DD1778'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1778'5.8 KM (3.6 MI) WEST FROM LITTLE RIVER.
 DD1778'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1778'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1 MI)
 DD1778'SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1778'(NIXONS CROSSROADS), THENCE 1.9 KM (1.2 MI) NORTHWEST ALONG ROAD 20,
 DD1778'THENCE 0.4 KM (0.25 MI) NORTHWESTERLY ALONG STATE HIGHWAY 9, SET AT
 DD1778'THE NORTHWEST CORNER OF A CONVENIENCE STORE AND AUTO REPAIR SHOP,
 DD1778'0.8 METER (2.62 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING,
 DD1778'4.5 METERS (14.76 FT) EAST SOUTHEAST OF THE NORTHWEST CORNER OF A
 DD1778'CEMENT WALKWAY, 24.2 METERS (79.4 FT) NORTHEAST OF A POWER POLE NUMBER
 DD1778'66158 WITH TWO GUY WIRES, 82.2 METERS (269.69 FT) NORTH NORTHEAST OF
 DD1778'THE CENTER OF THE HIGHWAY.
 DD1778'THE MARK IS 0.68 METERS  SSW FROM A WITNESS POST.
 DD1778'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1779 ***********************************************************************
 DD1779  DESIGNATION -  26 148
 DD1779  PID         -  DD1779
 DD1779  STATE/COUNTY-  SC/HORRY
 DD1779  USGS QUAD   -  LONGS (1990)
 DD1779
 DD1779                         *CURRENT SURVEY CONTROL
 DD1779  ___________________________________________________________________
 DD1779* NAD 83(1986)-  33 53 05.     (N)    078 41 20.     (W)     SCALED    
 DD1779* NAVD 88     -         9.900  (meters)      32.48   (feet)  ADJUSTED  
 DD1779  ___________________________________________________________________
 DD1779  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DD1779  DYNAMIC HT  -           9.890 (meters)      32.45  (feet)  COMP
 DD1779  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 DD1779
 DD1779  VERT ORDER  -  FIRST     CLASS II
 DD1779
 DD1779.The horizontal coordinates were scaled from a topographic map and have
 DD1779.an estimated accuracy of +/- 6 seconds.
 DD1779
 DD1779.The orthometric height was determined by differential leveling
 DD1779.and adjusted by the National Geodetic Survey in June 1991..
 DD1779
 DD1779.The geoid height was determined by GEOID03.
 DD1779
 DD1779.The dynamic height is computed by dividing the NAVD 88
 DD1779.geopotential number by the normal gravity value computed on the
 DD1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1779.degrees latitude (g = 980.6199 gals.).
 DD1779
 DD1779.The modeled gravity was interpolated from observed gravity values.
 DD1779
 DD1779;                    North         East    Units  Estimated Accuracy
 DD1779;SPC SC       -   229,880.      823,340.      MT  (+/- 180 meters Scaled)
 DD1779
 DD1779                          SUPERSEDED SURVEY CONTROL
 DD1779
 DD1779  NGVD 29 (03/21/89)   10.220  (m)           33.53   (f) ADJUSTED    1 2
 DD1779
 DD1779.Superseded values are not recommended for survey control.
 DD1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1779.See file dsdata.txt to determine how the superseded data were derived.
 DD1779
 DD1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT137517(NAD 83)
 DD1779_MARKER: DD = SURVEY DISK
 DD1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1779_SP_SET: CONCRETE POST
 DD1779_STAMPING: VERT 26 148 1986
 DD1779_MARK LOGO: SCGS  
 DD1779_PROJECTION: RECESSED 10 CENTIMETERS
 DD1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1779
 DD1779  HISTORY     - Date     Condition        Report By
 DD1779  HISTORY     - 1986     MONUMENTED       SCGS
 DD1779
 DD1779                          STATION DESCRIPTION
 DD1779
 DD1779'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1779'7.1 KM (4.4 MI) WNW FROM LITTLE RIVER.
 DD1779'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1779'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1 MI)
 DD1779'SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1779'(NIXONS CROSSROADS), THENCE 1.9 KM (1.2 MI) NORTHWEST ALONG ROAD 20,
 DD1779'THENCE 2.1 KM (1.3 MI) NORTHWESTERLY ALONG STATE HIGHWAY 9 TO THE
 DD1779'JUNCTION OF STATE ROAD 57 (STEPHENS CROSSROADS), THENCE 0.2 KM
 DD1779'(0.1 MI) WEST SOUTHWEST ALONG STATE ROAD 57, SET BETWEEN TWO CEDAR
 DD1779'TREES NEAR A WOODEN HOUSE, 2.07 METERS (6.79 FT) NORTH OF THE MOST
 DD1779'NORTHERN OF TWO GUY WIRE ANCHORS, 5.5 METERS (18.04 FT) NORTH
 DD1779'NORTHWEST OF THE SOUTHERN MOST 24 INCH CEDAR TREE, 6.55 METERS
 DD1779'(21.49 FT) SOUTH SOUTHWEST OF THE NORTHERN MOST 26 INCH CEDAR TREE,
 DD1779'11.4 METERS (37.4 FT) EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DD1779'HOUSE, 24.1 METERS (79.07 FT) SOUTHEAST OF A 19 INCH MAGNOLIA TREE,
 DD1779'28.75 METERS (94.32 FT) NORTH NORTHWEST OF THE CENTER OF THE ROAD.
 DD1779'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1780 ***********************************************************************
 DD1780  DESIGNATION -  26 149
 DD1780  PID         -  DD1780
 DD1780  STATE/COUNTY-  SC/HORRY
 DD1780  USGS QUAD   -  LONGS (1990)
 DD1780
 DD1780                         *CURRENT SURVEY CONTROL
 DD1780  ___________________________________________________________________
 DD1780* NAD 83(1986)-  33 53 38.     (N)    078 41 38.     (W)     SCALED    
 DD1780* NAVD 88     -         7.802  (meters)      25.60   (feet)  ADJUSTED  
 DD1780  ___________________________________________________________________
 DD1780  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DD1780  DYNAMIC HT  -           7.795 (meters)      25.57  (feet)  COMP
 DD1780  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 DD1780
 DD1780  VERT ORDER  -  FIRST     CLASS II
 DD1780
 DD1780.The horizontal coordinates were scaled from a topographic map and have
 DD1780.an estimated accuracy of +/- 6 seconds.
 DD1780
 DD1780.The orthometric height was determined by differential leveling
 DD1780.and adjusted by the National Geodetic Survey in June 1991..
 DD1780
 DD1780.The geoid height was determined by GEOID03.
 DD1780
 DD1780.The dynamic height is computed by dividing the NAVD 88
 DD1780.geopotential number by the normal gravity value computed on the
 DD1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1780.degrees latitude (g = 980.6199 gals.).
 DD1780
 DD1780.The modeled gravity was interpolated from observed gravity values.
 DD1780
 DD1780;                    North         East    Units  Estimated Accuracy
 DD1780;SPC SC       -   230,890.      822,850.      MT  (+/- 180 meters Scaled)
 DD1780
 DD1780                          SUPERSEDED SURVEY CONTROL
 DD1780
 DD1780  NGVD 29 (03/21/89)    8.122  (m)           26.65   (f) ADJUSTED    1 2
 DD1780
 DD1780.Superseded values are not recommended for survey control.
 DD1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1780.See file dsdata.txt to determine how the superseded data were derived.
 DD1780
 DD1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT132527(NAD 83)
 DD1780_MARKER: DD = SURVEY DISK
 DD1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1780_SP_SET: CONCRETE POST
 DD1780_STAMPING: VERT 26 149 1986
 DD1780_MARK LOGO: SCGS  
 DD1780_PROJECTION: FLUSH
 DD1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1780
 DD1780  HISTORY     - Date     Condition        Report By
 DD1780  HISTORY     - 1986     MONUMENTED       SCGS
 DD1780
 DD1780                          STATION DESCRIPTION
 DD1780
 DD1780'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1780'7.7 KM (4.8 MI) WNW FROM LITTLE RIVER.
 DD1780'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1780'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1 MI)
 DD1780'SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1780'(NIXONS CROSSROADS), THENCE 1.9 KM (1.2 MI) NORTHWEST ALONG ROAD 20,
 DD1780'THENCE 3.4 KM (2.1 MI) NORTHWESTERLY ALONG STATE HIGHWAY 9, SET BY A
 DD1780'POWER POLE NEAR A WOODEN HOUSE, 2.97 METERS (9.74 FT) SOUTH SOUTHEAST
 DD1780'OF THE POWER POLE 8S6-1 WITH A GUY WIRE AND A TRANSFORMER, 4.7 METERS
 DD1780'(15.42 FT) WEST NORTHWEST OF THE NORTHEAST CORNER OF A CINDER BLOCK
 DD1780'PUMP HOUSE, 7.75 METERS (25.43 FT) NORTH NORTHWEST OF A 30 INCH PINE
 DD1780'TREE, 10.25 METERS (33.63 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 DD1780'HOUSE, 26.9 METERS (88.25 FT) WEST SOUTHWEST OF THE CENTER OF THE
 DD1780'SOUTHBOUND LANES OF THE HIGHWAY.
 DD1780'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1781 ***********************************************************************
 DD1781  DESIGNATION -  26 150
 DD1781  PID         -  DD1781
 DD1781  STATE/COUNTY-  SC/HORRY
 DD1781  USGS QUAD   -  LONGS (1990)
 DD1781
 DD1781                         *CURRENT SURVEY CONTROL
 DD1781  ___________________________________________________________________
 DD1781* NAD 83(1986)-  33 54 11.     (N)    078 42 04.     (W)     SCALED    
 DD1781* NAVD 88     -         7.575  (meters)      24.85   (feet)  ADJUSTED  
 DD1781  ___________________________________________________________________
 DD1781  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DD1781  DYNAMIC HT  -           7.568 (meters)      24.83  (feet)  COMP
 DD1781  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 DD1781
 DD1781  VERT ORDER  -  FIRST     CLASS II
 DD1781
 DD1781.The horizontal coordinates were scaled from a topographic map and have
 DD1781.an estimated accuracy of +/- 6 seconds.
 DD1781
 DD1781.The orthometric height was determined by differential leveling
 DD1781.and adjusted by the National Geodetic Survey in June 1991..
 DD1781
 DD1781.The geoid height was determined by GEOID03.
 DD1781
 DD1781.The dynamic height is computed by dividing the NAVD 88
 DD1781.geopotential number by the normal gravity value computed on the
 DD1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1781.degrees latitude (g = 980.6199 gals.).
 DD1781
 DD1781.The modeled gravity was interpolated from observed gravity values.
 DD1781
 DD1781;                    North         East    Units  Estimated Accuracy
 DD1781;SPC SC       -   231,890.      822,160.      MT  (+/- 180 meters Scaled)
 DD1781
 DD1781                          SUPERSEDED SURVEY CONTROL
 DD1781
 DD1781  NGVD 29 (03/21/89)    7.895  (m)           25.90   (f) ADJUSTED    1 2
 DD1781
 DD1781.Superseded values are not recommended for survey control.
 DD1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1781.See file dsdata.txt to determine how the superseded data were derived.
 DD1781
 DD1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT125537(NAD 83)
 DD1781_MARKER: DD = SURVEY DISK
 DD1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1781_SP_SET: CONCRETE POST
 DD1781_STAMPING: VERT 26 150 1986
 DD1781_MARK LOGO: SCGS  
 DD1781_PROJECTION: PROJECTING 10 CENTIMETERS
 DD1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1781
 DD1781  HISTORY     - Date     Condition        Report By
 DD1781  HISTORY     - 1986     MONUMENTED       SCGS
 DD1781  HISTORY     - 1987     GOOD             USPSQD
 DD1781
 DD1781                          STATION DESCRIPTION
 DD1781
 DD1781'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1781'8.5 KM (5.3 MI) NW FROM LITTLE RIVER.
 DD1781'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1781'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1 MI)
 DD1781'SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1781'(NIXONS CROSSROADS), THENCE 1.9 KM (1.2 MI) NORTHWEST ALONG ROAD 20,
 DD1781'THENCE 4.6 KM (2.85 MI) NORTHWESTERLY ALONG STATE HIGHWAY 9, SET NEAR
 DD1781'A POWER POLE AND A SIX LEGGED BILLBOARD, 0.45 METER (1.48 FT) NORTH
 DD1781'NORTHWEST OF THE SOUTH LEG, 3.28 METERS (10.76 FT) EAST SOUTHEAST OF
 DD1781'THE POWER POLE NUMBER 18S/13 1/2, 22.66 METERS (74.34 FT) WEST
 DD1781'SOUTHWEST OF THE SOUTH CORNER OF A SIX FOOT CHAIN LINK FENCE
 DD1781'SURROUNDING A SMALL CONCRETE BLOCK BUILDING, 13.76 METERS (45.14 FT)
 DD1781'NORTH NORTHWEST OF A FIRE HYDRANT, 39.85 METERS (130.74 FT) EAST
 DD1781'NORTHEAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 DD1781'THE MARK IS 3.74 METERS  SSW FROM A WITNESS POST.
 DD1781'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1781
 DD1781                          STATION RECOVERY (1987)
 DD1781
 DD1781'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 DD1781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1782 ***********************************************************************
 DD1782  DESIGNATION -  26 151
 DD1782  PID         -  DD1782
 DD1782  STATE/COUNTY-  SC/HORRY
 DD1782  USGS QUAD   -  LONGS (1990)
 DD1782
 DD1782                         *CURRENT SURVEY CONTROL
 DD1782  ___________________________________________________________________
 DD1782* NAD 83(1986)-  33 54 44.     (N)    078 42 55.     (W)     SCALED    
 DD1782* NAVD 88     -         7.216  (meters)      23.67   (feet)  ADJUSTED  
 DD1782  ___________________________________________________________________
 DD1782  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DD1782  DYNAMIC HT  -           7.209 (meters)      23.65  (feet)  COMP
 DD1782  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 DD1782
 DD1782  VERT ORDER  -  FIRST     CLASS II
 DD1782
 DD1782.The horizontal coordinates were scaled from a topographic map and have
 DD1782.an estimated accuracy of +/- 6 seconds.
 DD1782
 DD1782.The orthometric height was determined by differential leveling
 DD1782.and adjusted by the National Geodetic Survey in June 1991..
 DD1782
 DD1782.The geoid height was determined by GEOID03.
 DD1782
 DD1782.The dynamic height is computed by dividing the NAVD 88
 DD1782.geopotential number by the normal gravity value computed on the
 DD1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1782.degrees latitude (g = 980.6199 gals.).
 DD1782
 DD1782.The modeled gravity was interpolated from observed gravity values.
 DD1782
 DD1782;                    North         East    Units  Estimated Accuracy
 DD1782;SPC SC       -   232,880.      820,830.      MT  (+/- 180 meters Scaled)
 DD1782
 DD1782                          SUPERSEDED SURVEY CONTROL
 DD1782
 DD1782  NGVD 29 (03/21/89)    7.535  (m)           24.72   (f) ADJUSTED    1 2
 DD1782
 DD1782.Superseded values are not recommended for survey control.
 DD1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1782.See file dsdata.txt to determine how the superseded data were derived.
 DD1782
 DD1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT112547(NAD 83)
 DD1782_MARKER: DD = SURVEY DISK
 DD1782_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1782_SP_SET: ABOVE ABUTMENT IN DECK OF BRID
 DD1782_STAMPING: VERT 26 151 1986
 DD1782_MARK LOGO: SCGS  
 DD1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1782
 DD1782  HISTORY     - Date     Condition        Report By
 DD1782  HISTORY     - 1986     MONUMENTED       SCGS
 DD1782
 DD1782                          STATION DESCRIPTION
 DD1782
 DD1782'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1782'10.2 KM (6.35 MI) NW FROM LITTLE RIVER.
 DD1782'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1782'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1 MI)
 DD1782'SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1782'(NIXONS CROSSROADS), THENCE 1.9 KM (1.2 MI) NORTHWEST ALONG ROAD 20,
 DD1782'THENCE 6.3 KM (3.9 MI) NORTHWESTERLY ALONG STATE HIGHWAY 9, SET IN THE
 DD1782'SOUTH CORNER OF THE SOUTHBOUND BRIDGE OVER THE WACCAMAW RIVER.
 DD1782'THE MARK IS 4.97 METERS  SE FROM A WITNESS POST.
 DD1782'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1783 ***********************************************************************
 DD1783  DESIGNATION -  26 152
 DD1783  PID         -  DD1783
 DD1783  STATE/COUNTY-  SC/HORRY
 DD1783  USGS QUAD   -  LONGS (1990)
 DD1783
 DD1783                         *CURRENT SURVEY CONTROL
 DD1783  ___________________________________________________________________
 DD1783* NAD 83(1986)-  33 55 35.     (N)    078 43 37.     (W)     SCALED    
 DD1783* NAVD 88     -         8.398  (meters)      27.55   (feet)  ADJUSTED  
 DD1783  ___________________________________________________________________
 DD1783  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DD1783  DYNAMIC HT  -           8.390 (meters)      27.53  (feet)  COMP
 DD1783  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 DD1783
 DD1783  VERT ORDER  -  FIRST     CLASS II
 DD1783
 DD1783.The horizontal coordinates were scaled from a topographic map and have
 DD1783.an estimated accuracy of +/- 6 seconds.
 DD1783
 DD1783.The orthometric height was determined by differential leveling
 DD1783.and adjusted by the National Geodetic Survey in June 1991..
 DD1783
 DD1783.The geoid height was determined by GEOID03.
 DD1783
 DD1783.The dynamic height is computed by dividing the NAVD 88
 DD1783.geopotential number by the normal gravity value computed on the
 DD1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1783.degrees latitude (g = 980.6199 gals.).
 DD1783
 DD1783.The modeled gravity was interpolated from observed gravity values.
 DD1783
 DD1783;                    North         East    Units  Estimated Accuracy
 DD1783;SPC SC       -   234,420.      819,720.      MT  (+/- 180 meters Scaled)
 DD1783
 DD1783                          SUPERSEDED SURVEY CONTROL
 DD1783
 DD1783  NGVD 29 (03/21/89)    8.717  (m)           28.60   (f) ADJUSTED    1 2
 DD1783
 DD1783.Superseded values are not recommended for survey control.
 DD1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1783.See file dsdata.txt to determine how the superseded data were derived.
 DD1783
 DD1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT101563(NAD 83)
 DD1783_MARKER: DD = SURVEY DISK
 DD1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1783_SP_SET: CONCRETE POST
 DD1783_STAMPING: VERT 26 152 1986
 DD1783_MARK LOGO: SCGS  
 DD1783_PROJECTION: FLUSH
 DD1783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1783
 DD1783  HISTORY     - Date     Condition        Report By
 DD1783  HISTORY     - 1986     MONUMENTED       SCGS
 DD1783
 DD1783                          STATION DESCRIPTION
 DD1783
 DD1783'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1783'11.65 KM (7.25 MI) NW FROM LITTLE RIVER.
 DD1783'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1783'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1 MI)
 DD1783'SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1783'(NIXONS CROSSROADS), THENCE 1.9 KM (1.2 MI) NORTHWEST ALONG ROAD 20,
 DD1783'THENCE 8.2 KM (5.1 MI) NORTHWESTERLY ALONG STATE HIGHWAY 9, SET NEAR A
 DD1783'POWER POLE WITH A YARD LIGHT NEAR A STUCCO HOUSE, 1.4 METERS (4.59 FT)
 DD1783'NORTH NORTHEAST OF THE POWER POLE, 7.93 METERS (26.02 FT) SOUTHEAST OF
 DD1783'AN 18 INCH HICKORY TREE, 11.15 METERS (36.58 FT) NORTHWEST OF THE
 DD1783'NORTHEAST CORNER OF THE HOUSE, 11.77 METERS (38.62 FT) SOUTH SOUTHEAST
 DD1783'OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK WATER PUMP SHED,
 DD1783'29.7 METERS (97.44 FT) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND
 DD1783'LANES OF THE HIGHWAY.
 DD1783'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1784 ***********************************************************************
 DD1784  DESIGNATION -  26 153
 DD1784  PID         -  DD1784
 DD1784  STATE/COUNTY-  SC/HORRY
 DD1784  USGS QUAD   -  LONGS (1990)
 DD1784
 DD1784                         *CURRENT SURVEY CONTROL
 DD1784  ___________________________________________________________________
 DD1784* NAD 83(1986)-  33 56 16.     (N)    078 44 01.     (W)     SCALED    
 DD1784* NAVD 88     -        10.899  (meters)      35.76   (feet)  ADJUSTED  
 DD1784  ___________________________________________________________________
 DD1784  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DD1784  DYNAMIC HT  -          10.888 (meters)      35.72  (feet)  COMP
 DD1784  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 DD1784
 DD1784  VERT ORDER  -  FIRST     CLASS II
 DD1784
 DD1784.The horizontal coordinates were scaled from a topographic map and have
 DD1784.an estimated accuracy of +/- 6 seconds.
 DD1784
 DD1784.The orthometric height was determined by differential leveling
 DD1784.and adjusted by the National Geodetic Survey in June 1991..
 DD1784
 DD1784.The geoid height was determined by GEOID03.
 DD1784
 DD1784.The dynamic height is computed by dividing the NAVD 88
 DD1784.geopotential number by the normal gravity value computed on the
 DD1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1784.degrees latitude (g = 980.6199 gals.).
 DD1784
 DD1784.The modeled gravity was interpolated from observed gravity values.
 DD1784
 DD1784;                    North         East    Units  Estimated Accuracy
 DD1784;SPC SC       -   235,670.      819,080.      MT  (+/- 180 meters Scaled)
 DD1784
 DD1784                          SUPERSEDED SURVEY CONTROL
 DD1784
 DD1784  NGVD 29 (03/21/89)   11.218  (m)           36.80   (f) ADJUSTED    1 2
 DD1784
 DD1784.Superseded values are not recommended for survey control.
 DD1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1784.See file dsdata.txt to determine how the superseded data were derived.
 DD1784
 DD1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT094575(NAD 83)
 DD1784_MARKER: DD = SURVEY DISK
 DD1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1784_SP_SET: CONCRETE POST
 DD1784_STAMPING: VERT 26 153 1986
 DD1784_MARK LOGO: SCGS  
 DD1784_PROJECTION: RECESSED 3 CENTIMETERS
 DD1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1784
 DD1784  HISTORY     - Date     Condition        Report By
 DD1784  HISTORY     - 1986     MONUMENTED       SCGS
 DD1784
 DD1784                          STATION DESCRIPTION
 DD1784
 DD1784'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1784'19.5 KM (12.1 MI) SE FROM LORIS.
 DD1784'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1784'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1784'CONTINUE 11.2 KM (6.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, THENCE
 DD1784'0.1 KM (0.05 MI) SOUTH SOUTHWEST ALONG STATE HIGHWAY 905, ADD-MAY ALSO
 DD1784'BE REACHED BY GOING 3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17
 DD1784'FROM THE JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1784'THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE
 DD1784'JUNCTION OF STATE ROAD 20 (NIXONS CROSSROADS), THENCE 1.9 KM (1.2 MI)
 DD1784'NORTHWEST ALONG ROAD 20, THENCE 9.8 KM (6.1 MI) NORTHWESTERLY ALONG
 DD1784'STATE HIGHWAY 9, THENCE 0.1 KM (0.05 MI) SOUTH SOUTHWEST ALONG STATE
 DD1784'HIGHWAY 905, SET NEAR THE EAST CORNER OF A WOODEN HOUSE IN THE NORTH
 DD1784'ANGLE OF A SAND ROAD LEADING NORTHWEST, 3.35 METERS (10.99 FT)
 DD1784'NORTHEAST OF THE EAST CORNER OF THE HOUSE, 12.35 METERS (40.52 FT)
 DD1784'SOUTH SOUTHEAST OF A 32 INCH SPLIT TRUNK PECAN TREE, 18.7 METERS
 DD1784'(61.35 FT) SOUTHEAST OF A 30 INCH CEDAR TREE, 24.94 METERS (81.82 FT)
 DD1784'WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 15.1 METERS (49.54 FT)
 DD1784'SOUTH SOUTHWEST OF A 6 INCH MAGNOLIA TREE.
 DD1784'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1785 ***********************************************************************
 DD1785  DESIGNATION -  26 154
 DD1785  PID         -  DD1785
 DD1785  STATE/COUNTY-  SC/HORRY
 DD1785  USGS QUAD   -  LONGS (1990)
 DD1785
 DD1785                         *CURRENT SURVEY CONTROL
 DD1785  ___________________________________________________________________
 DD1785* NAD 83(1986)-  33 56 41.     (N)    078 44 06.     (W)     SCALED    
 DD1785* NAVD 88     -        10.021  (meters)      32.88   (feet)  ADJUSTED  
 DD1785  ___________________________________________________________________
 DD1785  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD1785  DYNAMIC HT  -          10.011 (meters)      32.84  (feet)  COMP
 DD1785  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 DD1785
 DD1785  VERT ORDER  -  FIRST     CLASS II
 DD1785
 DD1785.The horizontal coordinates were scaled from a topographic map and have
 DD1785.an estimated accuracy of +/- 6 seconds.
 DD1785
 DD1785.The orthometric height was determined by differential leveling
 DD1785.and adjusted by the National Geodetic Survey in June 1991..
 DD1785
 DD1785.The geoid height was determined by GEOID03.
 DD1785
 DD1785.The dynamic height is computed by dividing the NAVD 88
 DD1785.geopotential number by the normal gravity value computed on the
 DD1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1785.degrees latitude (g = 980.6199 gals.).
 DD1785
 DD1785.The modeled gravity was interpolated from observed gravity values.
 DD1785
 DD1785;                    North         East    Units  Estimated Accuracy
 DD1785;SPC SC       -   236,440.      818,930.      MT  (+/- 180 meters Scaled)
 DD1785
 DD1785                          SUPERSEDED SURVEY CONTROL
 DD1785
 DD1785  NGVD 29 (03/21/89)   10.340  (m)           33.92   (f) ADJUSTED    1 2
 DD1785
 DD1785.Superseded values are not recommended for survey control.
 DD1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1785.See file dsdata.txt to determine how the superseded data were derived.
 DD1785
 DD1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT093583(NAD 83)
 DD1785_MARKER: DD = SURVEY DISK
 DD1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1785_SP_SET: CONCRETE POST
 DD1785_STAMPING: VERT 26 154 1986
 DD1785_MARK LOGO: SCGS  
 DD1785_PROJECTION: FLUSH
 DD1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1785
 DD1785  HISTORY     - Date     Condition        Report By
 DD1785  HISTORY     - 1986     MONUMENTED       SCGS
 DD1785
 DD1785                          STATION DESCRIPTION
 DD1785
 DD1785'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1785'18.75 KM (11.65 MI) SE FROM LORIS.
 DD1785'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1785'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1785'CONTINUE 10.5 KM (6.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, SET
 DD1785'NEAR A 26 INCH PECAN TREE IN THE FRONT YARD OF A BRICK HOUSE IN THE
 DD1785'NORTHEAST ANGLE OF A SHELL ROAD LEADING EAST, 6.5 METERS (21.33 FT)
 DD1785'EAST SOUTHEAST OF THE PECAN TREE, 18.47 METERS (60.6 FT) WEST
 DD1785'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 11.46 METERS (37.6 FT)
 DD1785'EAST NORTHEAST OF A MULTI-TRUNK CREPE MYRTLE TREE, 38.95 METERS
 DD1785'(127.79 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD1785'50.76 METERS (166.54 FT) NORTH OF THE CENTER OF THE SAND ROAD.
 DD1785'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1786 ***********************************************************************
 DD1786  DESIGNATION -  26 155
 DD1786  PID         -  DD1786
 DD1786  STATE/COUNTY-  SC/HORRY
 DD1786  USGS QUAD   -  LONGS (1990)
 DD1786
 DD1786                         *CURRENT SURVEY CONTROL
 DD1786  ___________________________________________________________________
 DD1786* NAD 83(1986)-  33 57 44.     (N)    078 44 16.     (W)     SCALED    
 DD1786* NAVD 88     -        11.729  (meters)      38.48   (feet)  ADJUSTED  
 DD1786  ___________________________________________________________________
 DD1786  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD1786  DYNAMIC HT  -          11.717 (meters)      38.44  (feet)  COMP
 DD1786  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 DD1786
 DD1786  VERT ORDER  -  FIRST     CLASS II
 DD1786
 DD1786.The horizontal coordinates were scaled from a topographic map and have
 DD1786.an estimated accuracy of +/- 6 seconds.
 DD1786
 DD1786.The orthometric height was determined by differential leveling
 DD1786.and adjusted by the National Geodetic Survey in June 1991..
 DD1786
 DD1786.The geoid height was determined by GEOID03.
 DD1786
 DD1786.The dynamic height is computed by dividing the NAVD 88
 DD1786.geopotential number by the normal gravity value computed on the
 DD1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1786.degrees latitude (g = 980.6199 gals.).
 DD1786
 DD1786.The modeled gravity was interpolated from observed gravity values.
 DD1786
 DD1786;                    North         East    Units  Estimated Accuracy
 DD1786;SPC SC       -   238,370.      818,630.      MT  (+/- 180 meters Scaled)
 DD1786
 DD1786                          SUPERSEDED SURVEY CONTROL
 DD1786
 DD1786  NGVD 29 (03/21/89)   12.048  (m)           39.53   (f) ADJUSTED    1 2
 DD1786
 DD1786.Superseded values are not recommended for survey control.
 DD1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1786.See file dsdata.txt to determine how the superseded data were derived.
 DD1786
 DD1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT090602(NAD 83)
 DD1786_MARKER: DD = SURVEY DISK
 DD1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1786_SP_SET: CONCRETE POST
 DD1786_STAMPING: VERT 26 155 1986
 DD1786_MARK LOGO: SCGS  
 DD1786_PROJECTION: RECESSED 3 CENTIMETERS
 DD1786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1786
 DD1786  HISTORY     - Date     Condition        Report By
 DD1786  HISTORY     - 1986     MONUMENTED       SCGS
 DD1786
 DD1786                          STATION DESCRIPTION
 DD1786
 DD1786'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1786'17.45 KM (10.85 MI) ESE FROM LORIS.
 DD1786'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1786'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1786'CONTINUE 8.45 KM (5.25 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, SET
 DD1786'BETWEEN A PINE TREE AND A PECAN TREE IN THE FRONT YARD OF A BRICK
 DD1786'HOUSE, 4.79 METERS (15.72 FT) EAST SOUTHEAST OF THE 22 INCH PINE TREE,
 DD1786'4.65 METERS (15.26 FT) WEST OF THE 20 INCH PECAN TREE, 16.8 METERS
 DD1786'(55.12 FT) SOUTH OF THE CENTER OF THE DRIVE TO THE HOUSE, 19.0 METERS
 DD1786'(62.34 FT) NORTH NORTHWEST OF A 36 INCH OAK TREE, 44.45 METERS
 DD1786'(145.83 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD1786'40.35 METERS (132.38 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 DD1786'HOUSE.
 DD1786'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1790 ***********************************************************************
 DD1790  DESIGNATION -  26 156
 DD1790  PID         -  DD1790
 DD1790  STATE/COUNTY-  SC/HORRY
 DD1790  USGS QUAD   -  HAMMOND (1984)
 DD1790
 DD1790                         *CURRENT SURVEY CONTROL
 DD1790  ___________________________________________________________________
 DD1790* NAD 83(1986)-  33 59 37.     (N)    078 45 01.     (W)     SCALED    
 DD1790* NAVD 88     -        10.356  (meters)      33.98   (feet)  ADJUSTED  
 DD1790  ___________________________________________________________________
 DD1790  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1790  DYNAMIC HT  -          10.345 (meters)      33.94  (feet)  COMP
 DD1790  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 DD1790
 DD1790  VERT ORDER  -  FIRST     CLASS II
 DD1790
 DD1790.The horizontal coordinates were scaled from a topographic map and have
 DD1790.an estimated accuracy of +/- 6 seconds.
 DD1790
 DD1790.The orthometric height was determined by differential leveling
 DD1790.and adjusted by the National Geodetic Survey in June 1991..
 DD1790
 DD1790.The geoid height was determined by GEOID03.
 DD1790
 DD1790.The dynamic height is computed by dividing the NAVD 88
 DD1790.geopotential number by the normal gravity value computed on the
 DD1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1790.degrees latitude (g = 980.6199 gals.).
 DD1790
 DD1790.The modeled gravity was interpolated from observed gravity values.
 DD1790
 DD1790;                    North         East    Units  Estimated Accuracy
 DD1790;SPC SC       -   241,830.      817,400.      MT  (+/- 180 meters Scaled)
 DD1790
 DD1790                          SUPERSEDED SURVEY CONTROL
 DD1790
 DD1790  NGVD 29 (03/21/89)   10.675  (m)           35.02   (f) ADJUSTED    1 2
 DD1790
 DD1790.Superseded values are not recommended for survey control.
 DD1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1790.See file dsdata.txt to determine how the superseded data were derived.
 DD1790
 DD1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT077637(NAD 83)
 DD1790_MARKER: DD = SURVEY DISK
 DD1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1790_SP_SET: CONCRETE POST
 DD1790_STAMPING: VERT 26 156 1986
 DD1790_MARK LOGO: SCGS  
 DD1790_PROJECTION: FLUSH
 DD1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1790
 DD1790  HISTORY     - Date     Condition        Report By
 DD1790  HISTORY     - 1986     MONUMENTED       SCGS
 DD1790
 DD1790                          STATION DESCRIPTION
 DD1790
 DD1790'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1790'14.55 KM (9.05 MI) ESE FROM LORIS.
 DD1790'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1790'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1790'CONTINUE 4.8 KM (3.0 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, SET NEAR
 DD1790'A CEDAR TREE IN THE FRONT YARD OF A HOUSE WITH BRICK FOUNDATION IN THE
 DD1790'SOUTHWEST ANGLE OF STATE ROAD 857, 3.85 METERS (12.63 FT) SOUTHEAST OF
 DD1790'THE 20 INCH CEDAR TREE, 8.52 METERS (27.95 FT) SOUTH SOUTHEAST OF A 32
 DD1790'INCH BASE TRIPLE TRUNK PECAN TREE, 25.42 METERS (83.4 FT) NORTHEAST OF
 DD1790'THE NORTHEAST CORNER OF THE GARAGE, 20.93 METERS (68.67 FT) SOUTHEAST
 DD1790'OF THE CENTER OF THE STATE ROAD, 32.43 METERS (106.4 FT) WEST
 DD1790'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 DD1790'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1752 ***********************************************************************
 EB1752  DESIGNATION -  26 157
 EB1752  PID         -  EB1752
 EB1752  STATE/COUNTY-  SC/HORRY
 EB1752  USGS QUAD   -  GORETOWN (1975)
 EB1752
 EB1752                         *CURRENT SURVEY CONTROL
 EB1752  ___________________________________________________________________
 EB1752* NAD 83(1986)-  34 00 21.     (N)    078 45 39.     (W)     SCALED    
 EB1752* NAVD 88     -        11.940  (meters)      39.17   (feet)  ADJUSTED  
 EB1752  ___________________________________________________________________
 EB1752  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EB1752  DYNAMIC HT  -          11.928 (meters)      39.13  (feet)  COMP
 EB1752  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 EB1752
 EB1752  VERT ORDER  -  FIRST     CLASS II
 EB1752
 EB1752.The horizontal coordinates were scaled from a topographic map and have
 EB1752.an estimated accuracy of +/- 6 seconds.
 EB1752
 EB1752.The orthometric height was determined by differential leveling
 EB1752.and adjusted by the National Geodetic Survey in June 1991..
 EB1752
 EB1752.The geoid height was determined by GEOID03.
 EB1752
 EB1752.The dynamic height is computed by dividing the NAVD 88
 EB1752.geopotential number by the normal gravity value computed on the
 EB1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1752.degrees latitude (g = 980.6199 gals.).
 EB1752
 EB1752.The modeled gravity was interpolated from observed gravity values.
 EB1752
 EB1752;                    North         East    Units  Estimated Accuracy
 EB1752;SPC SC       -   243,160.      816,400.      MT  (+/- 180 meters Scaled)
 EB1752
 EB1752                          SUPERSEDED SURVEY CONTROL
 EB1752
 EB1752  NGVD 29 (03/21/89)   12.259  (m)           40.22   (f) ADJUSTED    1 2
 EB1752
 EB1752.Superseded values are not recommended for survey control.
 EB1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1752.See file dsdata.txt to determine how the superseded data were derived.
 EB1752
 EB1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT067650(NAD 83)
 EB1752_MARKER: DD = SURVEY DISK
 EB1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1752_SP_SET: CONCRETE POST
 EB1752_STAMPING: VERT 26 157 1986
 EB1752_MARK LOGO: SCGS  
 EB1752_PROJECTION: PROJECTING 10 CENTIMETERS
 EB1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1752
 EB1752  HISTORY     - Date     Condition        Report By
 EB1752  HISTORY     - 1986     MONUMENTED       SCGS
 EB1752
 EB1752                          STATION DESCRIPTION
 EB1752
 EB1752'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1752'13.1 KM (8.15 MI) ESE FROM LORIS.
 EB1752'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1752'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1752'CONTINUE 3.1 KM (1.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, SET IN
 EB1752'THE EAST ANGLE OF STATE ROAD 55, 13.4 METERS (43.96 FT) NORTH
 EB1752'NORTHEAST OF A POWER POLE NUMBER 882, 3.07 METERS (10.07 FT) NORTH OF
 EB1752'A TELEPHONE JUNCTION BOX, 9.2 METERS (30.18 FT) SOUTH SOUTHWEST OF A
 EB1752'POWER POLE 8C 1/2 WITH A GUY WIRE AND A TRANSFORMER, 12.3 METERS
 EB1752'(40.35 FT) SOUTH SOUTHEAST OF THE CENTER OF THE STATE ROAD,
 EB1752'27.35 METERS (89.73 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND
 EB1752'LANES OF THE HIGHWAY, 45.08 METERS (147.9 FT) SOUTHEAST OF THE WEST
 EB1752'CORNER OF AN ABANDONED BARN.
 EB1752'THE MARK IS 0.81 METERS  W FROM A WITNESS POST.
 EB1752'THE MARK IS 0.40 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1753 ***********************************************************************
 EB1753  DESIGNATION -  26 158
 EB1753  PID         -  EB1753
 EB1753  STATE/COUNTY-  SC/HORRY
 EB1753  USGS QUAD   -  PIREWAY (1990)
 EB1753
 EB1753                         *CURRENT SURVEY CONTROL
 EB1753  ___________________________________________________________________
 EB1753* NAD 83(1986)-  34 01 08.     (N)    078 44 52.     (W)     SCALED    
 EB1753* NAVD 88     -        12.589  (meters)      41.30   (feet)  ADJUSTED  
 EB1753  ___________________________________________________________________
 EB1753  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EB1753  DYNAMIC HT  -          12.576 (meters)      41.26  (feet)  COMP
 EB1753  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 EB1753
 EB1753  VERT ORDER  -  FIRST     CLASS II
 EB1753
 EB1753.The horizontal coordinates were scaled from a topographic map and have
 EB1753.an estimated accuracy of +/- 6 seconds.
 EB1753
 EB1753.The orthometric height was determined by differential leveling
 EB1753.and adjusted by the National Geodetic Survey in June 1991..
 EB1753
 EB1753.The geoid height was determined by GEOID03.
 EB1753
 EB1753.The dynamic height is computed by dividing the NAVD 88
 EB1753.geopotential number by the normal gravity value computed on the
 EB1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1753.degrees latitude (g = 980.6199 gals.).
 EB1753
 EB1753.The modeled gravity was interpolated from observed gravity values.
 EB1753
 EB1753;                    North         East    Units  Estimated Accuracy
 EB1753;SPC SC       -   244,640.      817,570.      MT  (+/- 180 meters Scaled)
 EB1753
 EB1753                          SUPERSEDED SURVEY CONTROL
 EB1753
 EB1753  NGVD 29 (03/21/89)   12.908  (m)           42.35   (f) ADJUSTED    1 2
 EB1753
 EB1753.Superseded values are not recommended for survey control.
 EB1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1753.See file dsdata.txt to determine how the superseded data were derived.
 EB1753
 EB1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT079665(NAD 83)
 EB1753_MARKER: DD = SURVEY DISK
 EB1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1753_SP_SET: CONCRETE POST
 EB1753_STAMPING: VERT 26 158 1986
 EB1753_MARK LOGO: SCGS  
 EB1753_PROJECTION: FLUSH
 EB1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1753+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 EB1753
 EB1753  HISTORY     - Date     Condition        Report By
 EB1753  HISTORY     - 1986     MONUMENTED       SCGS
 EB1753  HISTORY     - 20041029 GOOD             USPSQD
 EB1753
 EB1753                          STATION DESCRIPTION
 EB1753
 EB1753'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1753'13.5 KM (8.4 MI) ESE FROM LORIS.
 EB1753'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1753'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1753'CONTINUE 3.1 KM (1.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, THENCE
 EB1753'2.0 KM (1.25 MI) NORTHEASTERLY ALONG STATE ROAD 55, SET NEAR A POWER
 EB1753'POLE IN THE YARD OF THE CAMP SWAMP UNITED METHODIST CHURCH IN THE WEST
 EB1753'ANGLE OF STATE ROAD 144, 1.28 METERS (4.2 FT) NORTHWEST OF THE POWER
 EB1753'POLE WITH A YARD LIGHT, 7.8 METERS (25.59 FT) SOUTH SOUTHWEST OF THE
 EB1753'SOUTH CORNER OF THE CHURCH, 13.54 METERS (44.42 FT) NORTHEAST OF THE
 EB1753'NORTH CORNER OF A BRICK HOUSE, 43.93 METERS (144.13 FT) WEST NORTHWEST
 EB1753'OF THE CENTER OF THE STATE ROAD 55, 39.73 METERS (130.35 FT) SOUTHWEST
 EB1753'OF THE CENTER OF STATE ROAD 144.
 EB1753'THE MARK IS ABOVE LEVEL WITH ROADS.
 EB1753
 EB1753                          STATION RECOVERY (2004)
 EB1753
 EB1753'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1757 ***********************************************************************
 EB1757  DESIGNATION -  26 159
 EB1757  PID         -  EB1757
 EB1757  STATE/COUNTY-  SC/HORRY
 EB1757  USGS QUAD   -  GORETOWN (1975)
 EB1757
 EB1757                         *CURRENT SURVEY CONTROL
 EB1757  ___________________________________________________________________
 EB1757* NAD 83(1986)-  34 00 34.     (N)    078 46 08.     (W)     SCALED    
 EB1757* NAVD 88     -        11.123  (meters)      36.49   (feet)  ADJUSTED  
 EB1757  ___________________________________________________________________
 EB1757  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EB1757  DYNAMIC HT  -          11.112 (meters)      36.46  (feet)  COMP
 EB1757  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 EB1757
 EB1757  VERT ORDER  -  FIRST     CLASS II
 EB1757
 EB1757.The horizontal coordinates were scaled from a topographic map and have
 EB1757.an estimated accuracy of +/- 6 seconds.
 EB1757
 EB1757.The orthometric height was determined by differential leveling
 EB1757.and adjusted by the National Geodetic Survey in June 1991..
 EB1757
 EB1757.The geoid height was determined by GEOID03.
 EB1757
 EB1757.The dynamic height is computed by dividing the NAVD 88
 EB1757.geopotential number by the normal gravity value computed on the
 EB1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1757.degrees latitude (g = 980.6199 gals.).
 EB1757
 EB1757.The modeled gravity was interpolated from observed gravity values.
 EB1757
 EB1757;                    North         East    Units  Estimated Accuracy
 EB1757;SPC SC       -   243,550.      815,640.      MT  (+/- 180 meters Scaled)
 EB1757
 EB1757                          SUPERSEDED SURVEY CONTROL
 EB1757
 EB1757  NGVD 29 (03/21/89)   11.442  (m)           37.54   (f) ADJUSTED    1 2
 EB1757
 EB1757.Superseded values are not recommended for survey control.
 EB1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1757.See file dsdata.txt to determine how the superseded data were derived.
 EB1757
 EB1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT060654(NAD 83)
 EB1757_MARKER: DD = SURVEY DISK
 EB1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1757_SP_SET: CONCRETE POST
 EB1757_STAMPING: VERT 26 159 1986
 EB1757_MARK LOGO: SCGS  
 EB1757_PROJECTION: FLUSH
 EB1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1757
 EB1757  HISTORY     - Date     Condition        Report By
 EB1757  HISTORY     - 1986     MONUMENTED       SCGS
 EB1757  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 EB1757
 EB1757                          STATION DESCRIPTION
 EB1757
 EB1757'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1757'12.2 KM (7.6 MI) ESE FROM LORIS.
 EB1757'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1757'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1757'CONTINUE 2.3 KM (1.45 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, SET
 EB1757'NEAR A WOODEN FENCE BETWEEN A WOODEN HOUSE AND A BRICK HOUSE,
 EB1757'0.33 METER (1.08 FT) WEST NORTHWEST OF THE FENCE LINE, 9.0 METERS
 EB1757'(29.53 FT) NORTH NORTHEAST OF A POWER POLE NUMBER 875, 10.75 METERS
 EB1757'(35.27 FT) EAST SOUTHEAST OF THE CENTER OF A DRIVE TO THE WOODEN
 EB1757'HOUSE, 14.45 METERS (47.41 FT) SOUTH SOUTHEAST OF THE SOUTH CORNER OF
 EB1757'THE WOODEN HOUSE, 14.9 METERS (48.88 FT) WEST OF THE WEST CORNER OF
 EB1757'THE BRICK HOUSE, 23.85 METERS (78.25 FT) NORTHEAST OF THE NORTHBOUND
 EB1757'LANES OF THE HIGHWAY.
 EB1757'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB1757
 EB1757                          STATION RECOVERY (2004)
 EB1757
 EB1757'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1549 ***********************************************************************
 DD1549  DESIGNATION -  26 160
 DD1549  PID         -  DD1549
 DD1549  STATE/COUNTY-  SC/HORRY
 DD1549  USGS QUAD   -  BROOKGREEN (1973)
 DD1549
 DD1549                         *CURRENT SURVEY CONTROL
 DD1549  ___________________________________________________________________
 DD1549* NAD 83(1986)-  33 34 26.     (N)    079 01 48.     (W)     SCALED    
 DD1549* NAVD 88     -        10.863  (meters)      35.64   (feet)  ADJUSTED  
 DD1549  ___________________________________________________________________
 DD1549  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1549  DYNAMIC HT  -          10.852 (meters)      35.60  (feet)  COMP
 DD1549  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 DD1549
 DD1549  VERT ORDER  -  FIRST     CLASS II
 DD1549
 DD1549.The horizontal coordinates were scaled from a topographic map and have
 DD1549.an estimated accuracy of +/- 6 seconds.
 DD1549
 DD1549.The orthometric height was determined by differential leveling
 DD1549.and adjusted by the National Geodetic Survey in June 1991..
 DD1549
 DD1549.The geoid height was determined by GEOID03.
 DD1549
 DD1549.The dynamic height is computed by dividing the NAVD 88
 DD1549.geopotential number by the normal gravity value computed on the
 DD1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1549.degrees latitude (g = 980.6199 gals.).
 DD1549
 DD1549.The modeled gravity was interpolated from observed gravity values.
 DD1549
 DD1549;                    North         East    Units  Estimated Accuracy
 DD1549;SPC SC       -   194,760.      792,450.      MT  (+/- 180 meters Scaled)
 DD1549
 DD1549                          SUPERSEDED SURVEY CONTROL
 DD1549
 DD1549  NGVD 29 (03/21/89)   11.182  (m)           36.69   (f) ADJUSTED    1 2
 DD1549
 DD1549.Superseded values are not recommended for survey control.
 DD1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1549.See file dsdata.txt to determine how the superseded data were derived.
 DD1549
 DD1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT828166(NAD 83)
 DD1549_MARKER: DD = SURVEY DISK
 DD1549_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1549_SP_SET: VERTICAL IN PILLAR OF OVERPASS
 DD1549_STAMPING: VERT 26 160 1986
 DD1549_MARK LOGO: SCGS  
 DD1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1549
 DD1549  HISTORY     - Date     Condition        Report By
 DD1549  HISTORY     - 1986     MONUMENTED       SCGS
 DD1549
 DD1549                          STATION DESCRIPTION
 DD1549
 DD1549'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1549'0.8 KM (0.5 MI) NE FROM MURRELLS INLET.
 DD1549'1.0 KM (0.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS FROM THE
 DD1549'INTERSECTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 707 IN MURRELLS
 DD1549'INLET, SET VERTICALLY IN THE NORTHERN MOST PILLAR AT THE EAST END OF
 DD1549'U.S. HIGHWAY 17 BUSINESS OVERPASS.
 DD1549'THE MARK IS 1.80 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1758 ***********************************************************************
 EB1758  DESIGNATION -  26 161
 EB1758  PID         -  EB1758
 EB1758  STATE/COUNTY-  SC/HORRY
 EB1758  USGS QUAD   -  GORETOWN (1975)
 EB1758
 EB1758                         *CURRENT SURVEY CONTROL
 EB1758  ___________________________________________________________________
 EB1758* NAD 83(1986)-  34 01 00.     (N)    078 47 23.     (W)     SCALED    
 EB1758* NAVD 88     -        12.495  (meters)      40.99   (feet)  ADJUSTED  
 EB1758  ___________________________________________________________________
 EB1758  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EB1758  DYNAMIC HT  -          12.483 (meters)      40.95  (feet)  COMP
 EB1758  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 EB1758
 EB1758  VERT ORDER  -  FIRST     CLASS II
 EB1758
 EB1758.The horizontal coordinates were scaled from a topographic map and have
 EB1758.an estimated accuracy of +/- 6 seconds.
 EB1758
 EB1758.The orthometric height was determined by differential leveling
 EB1758.and adjusted by the National Geodetic Survey in June 1991..
 EB1758
 EB1758.The geoid height was determined by GEOID03.
 EB1758
 EB1758.The dynamic height is computed by dividing the NAVD 88
 EB1758.geopotential number by the normal gravity value computed on the
 EB1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1758.degrees latitude (g = 980.6199 gals.).
 EB1758
 EB1758.The modeled gravity was interpolated from observed gravity values.
 EB1758
 EB1758;                    North         East    Units  Estimated Accuracy
 EB1758;SPC SC       -   244,310.      813,700.      MT  (+/- 180 meters Scaled)
 EB1758
 EB1758                          SUPERSEDED SURVEY CONTROL
 EB1758
 EB1758  NGVD 29 (03/21/89)   12.813  (m)           42.04   (f) ADJUSTED    1 2
 EB1758
 EB1758.Superseded values are not recommended for survey control.
 EB1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1758.See file dsdata.txt to determine how the superseded data were derived.
 EB1758
 EB1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT040662(NAD 83)
 EB1758_MARKER: DD = SURVEY DISK
 EB1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1758_SP_SET: CONCRETE POST
 EB1758_STAMPING: VERT 26 161 1986
 EB1758_MARK LOGO: SCGS  
 EB1758_PROJECTION: PROJECTING 10 CENTIMETERS
 EB1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1758
 EB1758  HISTORY     - Date     Condition        Report By
 EB1758  HISTORY     - 1986     MONUMENTED       SCGS
 EB1758  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 EB1758
 EB1758                          STATION DESCRIPTION
 EB1758
 EB1758'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1758'10.2 KM (6.35 MI) ESE FROM LORIS.
 EB1758'10.0 KM (6.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1758'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1758'CONTINUE 0.25 KM (0.15 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9, SET
 EB1758'NEAR A POWER POLE WITH A GUY WIRE IN THE NORTH ANGLE OF A WOODS ACCESS
 EB1758'ROAD LEADING NORTHEAST, 12.5 METERS (41.01 FT) NORTH NORTHEAST OF THE
 EB1758'POWER POLE NUMBER 857, 10.5 METERS (34.45 FT) NORTHWEST OF THE
 EB1758'EXTENDED CENTER OF THE ACCESS ROAD, 22.64 METERS (74.28 FT) WEST
 EB1758'SOUTHWEST OF A 14 INCH CROOKED PINE TREE, 28.85 METERS (94.65 FT)
 EB1758'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 EB1758'17.32 METERS (56.82 FT) NORTH NORTHWEST OF A BLAZED PINE TREE.
 EB1758'THE MARK IS 0.28 METERS  SSE FROM A WITNESS POST.
 EB1758'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB1758
 EB1758                          STATION RECOVERY (2004)
 EB1758
 EB1758'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1762 ***********************************************************************
 EB1762  DESIGNATION -  26 162
 EB1762  PID         -  EB1762
 EB1762  STATE/COUNTY-  SC/HORRY
 EB1762  USGS QUAD   -  GORETOWN (1975)
 EB1762
 EB1762                         *CURRENT SURVEY CONTROL
 EB1762  ___________________________________________________________________
 EB1762* NAD 83(1986)-  34 01 36.     (N)    078 49 08.     (W)     SCALED    
 EB1762* NAVD 88     -        29.634  (meters)      97.22   (feet)  ADJUSTED  
 EB1762  ___________________________________________________________________
 EB1762  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 EB1762  DYNAMIC HT  -          29.604 (meters)      97.13  (feet)  COMP
 EB1762  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 EB1762
 EB1762  VERT ORDER  -  FIRST     CLASS II
 EB1762
 EB1762.The horizontal coordinates were scaled from a topographic map and have
 EB1762.an estimated accuracy of +/- 6 seconds.
 EB1762
 EB1762.The orthometric height was determined by differential leveling
 EB1762.and adjusted by the National Geodetic Survey in June 1991..
 EB1762
 EB1762.The geoid height was determined by GEOID03.
 EB1762
 EB1762.The dynamic height is computed by dividing the NAVD 88
 EB1762.geopotential number by the normal gravity value computed on the
 EB1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1762.degrees latitude (g = 980.6199 gals.).
 EB1762
 EB1762.The modeled gravity was interpolated from observed gravity values.
 EB1762
 EB1762;                    North         East    Units  Estimated Accuracy
 EB1762;SPC SC       -   245,360.      810,990.      MT  (+/- 180 meters Scaled)
 EB1762
 EB1762                          SUPERSEDED SURVEY CONTROL
 EB1762
 EB1762  NGVD 29 (03/21/89)   29.951  (m)           98.26   (f) ADJUSTED    1 2
 EB1762
 EB1762.Superseded values are not recommended for survey control.
 EB1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1762.See file dsdata.txt to determine how the superseded data were derived.
 EB1762
 EB1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT013672(NAD 83)
 EB1762_MARKER: DD = SURVEY DISK
 EB1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1762_SP_SET: CONCRETE POST
 EB1762_STAMPING: VERT 26 162 1986
 EB1762_MARK LOGO: SCGS  
 EB1762_PROJECTION: FLUSH
 EB1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1762
 EB1762  HISTORY     - Date     Condition        Report By
 EB1762  HISTORY     - 1986     MONUMENTED       SCGS
 EB1762
 EB1762                          STATION DESCRIPTION
 EB1762
 EB1762'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1762'7.2 KM (4.5 MI) ESE FROM LORIS.
 EB1762'7.2 KM (4.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1762'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1762'SET NEAR A 20 INCH PINE TREE NEAR A BRICK BUILDING (THE RACING WHEEL)
 EB1762'IN THE NORTH ANGLE OF STATE ROAD 644, 2.93 METERS (9.61 FT) EAST
 EB1762'NORTHEAST OF THE PINE TREE, 0.68 METER (2.23 FT) NORTH NORTHWEST OF A
 EB1762'THREE FOOT CHAIN LINK FENCE PARALLELING THE STATE ROAD, 7.9 METERS
 EB1762'(25.92 FT) NORTH NORTHWEST OF THE CENTER OF THE STATE ROAD,
 EB1762'32.35 METERS (106.14 FT) SOUTH SOUTHWEST OF AN 18 INCH OAK TREE,
 EB1762'29.43 METERS (96.56 FT) SOUTH OF THE EAST CORNER OF A BRICK BUILDING,
 EB1762'27.5 METERS (90.22 FT) SOUTHEAST OF THE EAST CORNER OF THE BUILDING,
 EB1762'35.9 METERS (117.78 FT) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY.
 EB1762'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1763 ***********************************************************************
 EB1763  DESIGNATION -  26 163
 EB1763  PID         -  EB1763
 EB1763  STATE/COUNTY-  SC/HORRY
 EB1763  USGS QUAD   -  GORETOWN (1975)
 EB1763
 EB1763                         *CURRENT SURVEY CONTROL
 EB1763  ___________________________________________________________________
 EB1763* NAD 83(1986)-  34 01 59.     (N)    078 49 57.     (W)     SCALED    
 EB1763* NAVD 88     -        31.384  (meters)     102.97   (feet)  ADJUSTED  
 EB1763  ___________________________________________________________________
 EB1763  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EB1763  DYNAMIC HT  -          31.353 (meters)     102.86  (feet)  COMP
 EB1763  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 EB1763
 EB1763  VERT ORDER  -  FIRST     CLASS II
 EB1763
 EB1763.The horizontal coordinates were scaled from a topographic map and have
 EB1763.an estimated accuracy of +/- 6 seconds.
 EB1763
 EB1763.The orthometric height was determined by differential leveling
 EB1763.and adjusted by the National Geodetic Survey in June 1991..
 EB1763
 EB1763.The geoid height was determined by GEOID03.
 EB1763
 EB1763.The dynamic height is computed by dividing the NAVD 88
 EB1763.geopotential number by the normal gravity value computed on the
 EB1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1763.degrees latitude (g = 980.6199 gals.).
 EB1763
 EB1763.The modeled gravity was interpolated from observed gravity values.
 EB1763
 EB1763;                    North         East    Units  Estimated Accuracy
 EB1763;SPC SC       -   246,040.      809,710.      MT  (+/- 180 meters Scaled)
 EB1763
 EB1763                          SUPERSEDED SURVEY CONTROL
 EB1763
 EB1763  NGVD 29 (03/21/89)   31.701  (m)          104.01   (f) ADJUSTED    1 2
 EB1763
 EB1763.Superseded values are not recommended for survey control.
 EB1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1763.See file dsdata.txt to determine how the superseded data were derived.
 EB1763
 EB1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT001679(NAD 83)
 EB1763_MARKER: DD = SURVEY DISK
 EB1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1763_SP_SET: CONCRETE POST
 EB1763_STAMPING: VERT 26 163 1986
 EB1763_MARK LOGO: SCGS  
 EB1763_PROJECTION: FLUSH
 EB1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1763
 EB1763  HISTORY     - Date     Condition        Report By
 EB1763  HISTORY     - 1986     MONUMENTED       SCGS
 EB1763  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 EB1763
 EB1763                          STATION DESCRIPTION
 EB1763
 EB1763'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1763'5.9 KM (3.65 MI) ESE FROM LORIS.
 EB1763'5.7 KM (3.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1763'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1763'SET NEAR TWO PINE TREES ON THE SOUTHEAST SIDE OF A BRICK HOUSE WITH A
 EB1763'TWO STALL OPEN GARAGE, 3.2 METERS (10.5 FT) WEST OF THE 20 INCH PINE
 EB1763'TREE, 4.3 METERS (14.11 FT) NORTH NORTHEAST OF THE 24 INCH PINE TREE,
 EB1763'2.84 METERS (9.32 FT) EAST NORTHEAST OF THE SOUTH CORNER OF THE
 EB1763'GARAGE, 4.15 METERS (13.62 FT) SOUTHWEST OF A THREE FOOT CHAIN LINK
 EB1763'FENCE, 37.35 METERS (122.54 FT) NORTHEAST OF THE CENTER OF THE
 EB1763'HIGHWAY.
 EB1763'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB1763
 EB1763                          STATION RECOVERY (2004)
 EB1763
 EB1763'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1764 ***********************************************************************
 EB1764  DESIGNATION -  26 164
 EB1764  PID         -  EB1764
 EB1764  STATE/COUNTY-  SC/HORRY
 EB1764  USGS QUAD   -  GORETOWN (1975)
 EB1764
 EB1764                         *CURRENT SURVEY CONTROL
 EB1764  ___________________________________________________________________
 EB1764* NAD 83(1986)-  34 02 29.     (N)    078 50 43.     (W)     SCALED    
 EB1764* NAVD 88     -        32.228  (meters)     105.73   (feet)  ADJUSTED  
 EB1764  ___________________________________________________________________
 EB1764  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 EB1764  DYNAMIC HT  -          32.196 (meters)     105.63  (feet)  COMP
 EB1764  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 EB1764
 EB1764  VERT ORDER  -  FIRST     CLASS II
 EB1764
 EB1764.The horizontal coordinates were scaled from a topographic map and have
 EB1764.an estimated accuracy of +/- 6 seconds.
 EB1764
 EB1764.The orthometric height was determined by differential leveling
 EB1764.and adjusted by the National Geodetic Survey in June 1991..
 EB1764
 EB1764.The geoid height was determined by GEOID03.
 EB1764
 EB1764.The dynamic height is computed by dividing the NAVD 88
 EB1764.geopotential number by the normal gravity value computed on the
 EB1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1764.degrees latitude (g = 980.6199 gals.).
 EB1764
 EB1764.The modeled gravity was interpolated from observed gravity values.
 EB1764
 EB1764;                    North         East    Units  Estimated Accuracy
 EB1764;SPC SC       -   246,940.      808,520.      MT  (+/- 180 meters Scaled)
 EB1764
 EB1764                          SUPERSEDED SURVEY CONTROL
 EB1764
 EB1764  NGVD 29 (03/21/89)   32.545  (m)          106.77   (f) ADJUSTED    1 2
 EB1764
 EB1764.Superseded values are not recommended for survey control.
 EB1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1764.See file dsdata.txt to determine how the superseded data were derived.
 EB1764
 EB1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT989688(NAD 83)
 EB1764_MARKER: DD = SURVEY DISK
 EB1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1764_SP_SET: CONCRETE POST
 EB1764_STAMPING: VERT 26 164 1986
 EB1764_MARK LOGO: SCGS  
 EB1764_PROJECTION: FLUSH
 EB1764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1764
 EB1764  HISTORY     - Date     Condition        Report By
 EB1764  HISTORY     - 1986     MONUMENTED       SCGS
 EB1764  HISTORY     - 20041029 GOOD             USPSQD
 EB1764
 EB1764                          STATION DESCRIPTION
 EB1764
 EB1764'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1764'4.3 KM (2.7 MI) ESE FROM LORIS.
 EB1764'4.3 KM (2.7 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1764'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1764'SET NEAR THE NORTH CORNER OF A CONCRETE BLOCK BUILDING, 1.25 METERS
 EB1764'(4.1 FT) WEST SOUTHWEST OF THE NORTH CORNER OF THE BUILDING,
 EB1764'7.2 METERS (23.62 FT) SOUTHEAST OF THE CENTER OF A DRIVE LEADING EAST
 EB1764'NORTHEAST, 17.43 METERS (57.19 FT) SOUTH SOUTHWEST OF POWER POLE 6-1
 EB1764'WITH A GUY WIRE AND A TRANSFORMER, 25.08 METERS (82.28 FT) EAST
 EB1764'NORTHEAST OF THE CENTER OF THE HIGHWAY, 33.25 METERS (109.09 FT) EAST
 EB1764'SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 218.
 EB1764'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB1764
 EB1764                          STATION RECOVERY (2004)
 EB1764
 EB1764'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1765 ***********************************************************************
 EB1765  DESIGNATION -  26 165
 EB1765  PID         -  EB1765
 EB1765  STATE/COUNTY-  SC/HORRY
 EB1765  USGS QUAD   -  GORETOWN (1975)
 EB1765
 EB1765                         *CURRENT SURVEY CONTROL
 EB1765  ___________________________________________________________________
 EB1765* NAD 83(1986)-  34 02 53.     (N)    078 51 39.     (W)     SCALED    
 EB1765* NAVD 88     -        31.149  (meters)     102.19   (feet)  ADJUSTED  
 EB1765  ___________________________________________________________________
 EB1765  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 EB1765  DYNAMIC HT  -          31.118 (meters)     102.09  (feet)  COMP
 EB1765  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 EB1765
 EB1765  VERT ORDER  -  FIRST     CLASS II
 EB1765
 EB1765.The horizontal coordinates were scaled from a topographic map and have
 EB1765.an estimated accuracy of +/- 6 seconds.
 EB1765
 EB1765.The orthometric height was determined by differential leveling
 EB1765.and adjusted by the National Geodetic Survey in June 1991..
 EB1765
 EB1765.The geoid height was determined by GEOID03.
 EB1765
 EB1765.The dynamic height is computed by dividing the NAVD 88
 EB1765.geopotential number by the normal gravity value computed on the
 EB1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1765.degrees latitude (g = 980.6199 gals.).
 EB1765
 EB1765.The modeled gravity was interpolated from observed gravity values.
 EB1765
 EB1765;                    North         East    Units  Estimated Accuracy
 EB1765;SPC SC       -   247,650.      807,070.      MT  (+/- 180 meters Scaled)
 EB1765
 EB1765                          SUPERSEDED SURVEY CONTROL
 EB1765
 EB1765  NGVD 29 (03/21/89)   31.465  (m)          103.23   (f) ADJUSTED    1 2
 EB1765
 EB1765.Superseded values are not recommended for survey control.
 EB1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1765.See file dsdata.txt to determine how the superseded data were derived.
 EB1765
 EB1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT974695(NAD 83)
 EB1765_MARKER: DD = SURVEY DISK
 EB1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1765_SP_SET: CONCRETE POST
 EB1765_STAMPING: VERT 26 165 1986
 EB1765_MARK LOGO: SCGS  
 EB1765_PROJECTION: FLUSH
 EB1765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1765
 EB1765  HISTORY     - Date     Condition        Report By
 EB1765  HISTORY     - 1986     MONUMENTED       SCGS
 EB1765
 EB1765                          STATION DESCRIPTION
 EB1765
 EB1765'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1765'2.7 KM (1.7 MI) ESE FROM LORIS.
 EB1765'2.7 KM (1.7 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1765'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1765'SET NEAR A PINE TREE BETWEEN TWO BRICK HOUSES, 19.2 METERS (62.99 FT)
 EB1765'WEST NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 19.2 METERS
 EB1765'(62.99 FT) EAST OF THE SOUTH CORNER OF THE OTHER HOUSE, 0.95 METER
 EB1765'(3.12 FT) NORTH NORTHEAST OF THE 10 INCH PINE TREE, 32.65 METERS
 EB1765'(107.12 FT) SOUTHEAST OF A 6 INCH CEDAR TREE, 31.75 METERS (104.17 FT)
 EB1765'SOUTHWEST OF THE CENTER OF THE HIGHWAY.
 EB1765'THE MARK IS 0.20 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1766 ***********************************************************************
 EB1766  DESIGNATION -  26 166
 EB1766  PID         -  EB1766
 EB1766  STATE/COUNTY-  SC/HORRY
 EB1766  USGS QUAD   -  LORIS (1962)
 EB1766
 EB1766                         *CURRENT SURVEY CONTROL
 EB1766  ___________________________________________________________________
 EB1766* NAD 83(1986)-  34 03 11.     (N)    078 52 42.     (W)     SCALED    
 EB1766* NAVD 88     -        32.912  (meters)     107.98   (feet)  ADJUSTED  
 EB1766  ___________________________________________________________________
 EB1766  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EB1766  DYNAMIC HT  -          32.879 (meters)     107.87  (feet)  COMP
 EB1766  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 EB1766
 EB1766  VERT ORDER  -  FIRST     CLASS II
 EB1766
 EB1766.The horizontal coordinates were scaled from a topographic map and have
 EB1766.an estimated accuracy of +/- 6 seconds.
 EB1766
 EB1766.The orthometric height was determined by differential leveling
 EB1766.and adjusted by the National Geodetic Survey in June 1991..
 EB1766
 EB1766.The geoid height was determined by GEOID03.
 EB1766
 EB1766.The dynamic height is computed by dividing the NAVD 88
 EB1766.geopotential number by the normal gravity value computed on the
 EB1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1766.degrees latitude (g = 980.6199 gals.).
 EB1766
 EB1766.The modeled gravity was interpolated from observed gravity values.
 EB1766
 EB1766;                    North         East    Units  Estimated Accuracy
 EB1766;SPC SC       -   248,170.      805,440.      MT  (+/- 180 meters Scaled)
 EB1766
 EB1766                          SUPERSEDED SURVEY CONTROL
 EB1766
 EB1766  NGVD 29 (03/21/89)   33.228  (m)          109.02   (f) ADJUSTED    1 2
 EB1766
 EB1766.Superseded values are not recommended for survey control.
 EB1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1766.See file dsdata.txt to determine how the superseded data were derived.
 EB1766
 EB1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT958700(NAD 83)
 EB1766_MARKER: DD = SURVEY DISK
 EB1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1766_SP_SET: CONCRETE POST
 EB1766_STAMPING: VERT 26 166 1986
 EB1766_MARK LOGO: SCGS  
 EB1766_PROJECTION: PROJECTING 7 CENTIMETERS
 EB1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1766
 EB1766  HISTORY     - Date     Condition        Report By
 EB1766  HISTORY     - 1986     MONUMENTED       SCGS
 EB1766  HISTORY     - 20041029 GOOD             USPSQD
 EB1766
 EB1766                          STATION DESCRIPTION
 EB1766
 EB1766'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1766'IN LORIS.
 EB1766'1.0 KM (0.6 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1766'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1766'SET BETWEEN TWO PINE TREES AT THE LORIS LOOKOUT TOWER, 1.64 METERS
 EB1766'(5.38 FT) SOUTHWEST OF THE 20 INCH PINE TREE, 2.05 METERS (6.73 FT)
 EB1766'NORTH NORTHWEST OF THE 22 INCH PINE TREE, 11.65 METERS (38.22 FT) WEST
 EB1766'NORTHWEST OF A 5 INCH CEDAR TREE, 19.56 METERS (64.17 FT) EAST
 EB1766'SOUTHEAST OF THE EAST LEG OF THE TOWER, 18.1 METERS (59.38 FT) SOUTH
 EB1766'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 EB1766'THE MARK IS 1.32 METERS  W FROM A WITNESS POST.
 EB1766'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB1766
 EB1766                          STATION RECOVERY (2004)
 EB1766
 EB1766'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1771 ***********************************************************************
 EB1771  DESIGNATION -  26 167
 EB1771  PID         -  EB1771
 EB1771  STATE/COUNTY-  SC/HORRY
 EB1771  USGS QUAD   -  LORIS (1962)
 EB1771
 EB1771                         *CURRENT SURVEY CONTROL
 EB1771  ___________________________________________________________________
 EB1771* NAD 83(1986)-  34 03 42.     (N)    078 53 16.     (W)     SCALED    
 EB1771* NAVD 88     -        30.693  (meters)     100.70   (feet)  ADJUSTED  
 EB1771  ___________________________________________________________________
 EB1771  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 EB1771  DYNAMIC HT  -          30.663 (meters)     100.60  (feet)  COMP
 EB1771  MODELED GRAV-     979,645.8   (mgal)                       NAVD 88
 EB1771
 EB1771  VERT ORDER  -  FIRST     CLASS II
 EB1771
 EB1771.The horizontal coordinates were scaled from a topographic map and have
 EB1771.an estimated accuracy of +/- 6 seconds.
 EB1771
 EB1771.The orthometric height was determined by differential leveling
 EB1771.and adjusted by the National Geodetic Survey in June 1991..
 EB1771
 EB1771.The geoid height was determined by GEOID03.
 EB1771
 EB1771.The dynamic height is computed by dividing the NAVD 88
 EB1771.geopotential number by the normal gravity value computed on the
 EB1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1771.degrees latitude (g = 980.6199 gals.).
 EB1771
 EB1771.The modeled gravity was interpolated from observed gravity values.
 EB1771
 EB1771;                    North         East    Units  Estimated Accuracy
 EB1771;SPC SC       -   249,110.      804,550.      MT  (+/- 180 meters Scaled)
 EB1771
 EB1771                          SUPERSEDED SURVEY CONTROL
 EB1771
 EB1771  NGVD 29 (03/21/89)   31.009  (m)          101.74   (f) ADJUSTED    1 2
 EB1771
 EB1771.Superseded values are not recommended for survey control.
 EB1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1771.See file dsdata.txt to determine how the superseded data were derived.
 EB1771
 EB1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT949710(NAD 83)
 EB1771_MARKER: DD = SURVEY DISK
 EB1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1771_SP_SET: CONCRETE POST
 EB1771_STAMPING: VERT 26 167 1986
 EB1771_MARK LOGO: SCGS  
 EB1771_PROJECTION: FLUSH
 EB1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1771
 EB1771  HISTORY     - Date     Condition        Report By
 EB1771  HISTORY     - 1986     MONUMENTED       SCGS
 EB1771
 EB1771                          STATION DESCRIPTION
 EB1771
 EB1771'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1771'IN LORIS.
 EB1771'0.6 KM (0.4 MI) NORTHEAST ALONG U.S. HIGHWAY 701 (BROAD STREET) FROM
 EB1771'THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MAIN STREET) IN LORIS,
 EB1771'THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG STATE ROAD 160 (HOLLY STREET),
 EB1771'THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG STATE ROAD 178 (MEETING
 EB1771'STREET), THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG STATE ROAD 161 (HILL
 EB1771'STREET), THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG STATE ROAD 412
 EB1771'(JENERETTE STREET), SET NEAR THE WEST CORNER OF THE SECOND BAPTIST
 EB1771'CHURCH, 1.57 METERS (5.15 FT) SOUTH SOUTHEAST OF THE WEST CORNER OF
 EB1771'THE BUILDING, 0.22 METER (0.72 FT) NORTHEAST OF THE NORTHEAST EDGE OF
 EB1771'A CEMENT WALKWAY TO THE CLASSROOM, 12.84 METERS (42.13 FT) NORTHEAST
 EB1771'OF A SIX FOOT CHAIN LINK FENCE, 14.05 METERS (46.1 FT) NORTH NORTHWEST
 EB1771'OF THE WEST CORNER OF THE CLASSROOM, 39.15 METERS (128.44 FT)
 EB1771'SOUTHEAST OF THE CENTER OF THE ROAD.
 EB1771'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1550 ***********************************************************************
 DD1550  DESIGNATION -  26 168
 DD1550  PID         -  DD1550
 DD1550  STATE/COUNTY-  SC/HORRY
 DD1550  USGS QUAD   -  BROOKGREEN (1973)
 DD1550
 DD1550                         *CURRENT SURVEY CONTROL
 DD1550  ___________________________________________________________________
 DD1550* NAD 83(1986)-  33 35 24.     (N)    079 01 24.     (W)     SCALED    
 DD1550* NAVD 88     -         7.343  (meters)      24.09   (feet)  ADJUSTED  
 DD1550  ___________________________________________________________________
 DD1550  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1550  DYNAMIC HT  -           7.335 (meters)      24.06  (feet)  COMP
 DD1550  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 DD1550
 DD1550  VERT ORDER  -  FIRST     CLASS II
 DD1550
 DD1550.The horizontal coordinates were scaled from a topographic map and have
 DD1550.an estimated accuracy of +/- 6 seconds.
 DD1550
 DD1550.The orthometric height was determined by differential leveling
 DD1550.and adjusted by the National Geodetic Survey in June 1991..
 DD1550
 DD1550.The geoid height was determined by GEOID03.
 DD1550
 DD1550.The dynamic height is computed by dividing the NAVD 88
 DD1550.geopotential number by the normal gravity value computed on the
 DD1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1550.degrees latitude (g = 980.6199 gals.).
 DD1550
 DD1550.The modeled gravity was interpolated from observed gravity values.
 DD1550
 DD1550;                    North         East    Units  Estimated Accuracy
 DD1550;SPC SC       -   196,560.      793,040.      MT  (+/- 180 meters Scaled)
 DD1550
 DD1550                          SUPERSEDED SURVEY CONTROL
 DD1550
 DD1550  NGVD 29 (03/21/89)    7.661  (m)           25.13   (f) ADJUSTED    1 2
 DD1550
 DD1550.Superseded values are not recommended for survey control.
 DD1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1550.See file dsdata.txt to determine how the superseded data were derived.
 DD1550
 DD1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT834184(NAD 83)
 DD1550_MARKER: DD = SURVEY DISK
 DD1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1550_SP_SET: CONCRETE POST
 DD1550_STAMPING: VERT 26 168 1986
 DD1550_MARK LOGO: SCGS  
 DD1550_PROJECTION: FLUSH
 DD1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1550
 DD1550  HISTORY     - Date     Condition        Report By
 DD1550  HISTORY     - 1986     MONUMENTED       SCGS
 DD1550
 DD1550                          STATION DESCRIPTION
 DD1550
 DD1550'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1550'2.7 KM (1.7 MI) NE FROM MURRELLS INLET.
 DD1550'2.9 KM (1.8 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS FROM THE
 DD1550'INTERSECTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 707 IN MURRELLS
 DD1550'INLET, SET NEAR THE NORTHWEST CORNER OF A HOUSE WITH RED BRICK
 DD1550'FOUNDATION (JENSENS ADULT VILLAGE REGIONAL OFFICE), 66.5 METERS
 DD1550'(218.18 FT) EAST SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 DD1550'THE HIGHWAY, 14.83 METERS (48.65 FT) WEST SOUTHWEST OF A FIRE HYDRANT,
 DD1550'1.42 METERS (4.66 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE,
 DD1550'16.88 METERS (55.38 FT) SOUTH SOUTHWEST OF A TWIN TRUNK OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1551 ***********************************************************************
 DD1551  DESIGNATION -  26 169
 DD1551  PID         -  DD1551
 DD1551  STATE/COUNTY-  SC/HORRY
 DD1551  USGS QUAD   -  BROOKGREEN (1973)
 DD1551
 DD1551                         *CURRENT SURVEY CONTROL
 DD1551  ___________________________________________________________________
 DD1551* NAD 83(1986)-  33 35 51.     (N)    079 01 08.     (W)     SCALED    
 DD1551* NAVD 88     -         8.033  (meters)      26.35   (feet)  ADJUSTED  
 DD1551  ___________________________________________________________________
 DD1551  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1551  DYNAMIC HT  -           8.024 (meters)      26.33  (feet)  COMP
 DD1551  MODELED GRAV-     979,589.3   (mgal)                       NAVD 88
 DD1551
 DD1551  VERT ORDER  -  FIRST     CLASS II
 DD1551
 DD1551.The horizontal coordinates were scaled from a topographic map and have
 DD1551.an estimated accuracy of +/- 6 seconds.
 DD1551
 DD1551.The orthometric height was determined by differential leveling
 DD1551.and adjusted by the National Geodetic Survey in June 1991..
 DD1551
 DD1551.The geoid height was determined by GEOID03.
 DD1551
 DD1551.The dynamic height is computed by dividing the NAVD 88
 DD1551.geopotential number by the normal gravity value computed on the
 DD1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1551.degrees latitude (g = 980.6199 gals.).
 DD1551
 DD1551.The modeled gravity was interpolated from observed gravity values.
 DD1551
 DD1551;                    North         East    Units  Estimated Accuracy
 DD1551;SPC SC       -   197,400.      793,430.      MT  (+/- 180 meters Scaled)
 DD1551
 DD1551                          SUPERSEDED SURVEY CONTROL
 DD1551
 DD1551  NGVD 29 (03/21/89)    8.350  (m)           27.39   (f) ADJUSTED    1 2
 DD1551
 DD1551.Superseded values are not recommended for survey control.
 DD1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1551.See file dsdata.txt to determine how the superseded data were derived.
 DD1551
 DD1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT838192(NAD 83)
 DD1551_MARKER: DD = SURVEY DISK
 DD1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1551_SP_SET: CONCRETE POST
 DD1551_STAMPING: VERT 26 169 1986
 DD1551_MARK LOGO: SCGS  
 DD1551_PROJECTION: FLUSH
 DD1551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1551
 DD1551  HISTORY     - Date     Condition        Report By
 DD1551  HISTORY     - 1986     MONUMENTED       SCGS
 DD1551
 DD1551                          STATION DESCRIPTION
 DD1551
 DD1551'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1551'3.7 KM (2.3 MI) NE FROM MURRELLS INLET.
 DD1551'3.9 KM (2.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS FROM THE
 DD1551'INTERSECTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 707 IN MURRELLS
 DD1551'INLET, SET NEAR A STEEL LIGHT POLE IN A MEDIAN AT THE ENTRANCE TO
 DD1551'WOODLAKE VILLAGE AND INDIAN WELLS GOLF CLUB, 45.25 METERS (148.46 FT)
 DD1551'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD1551'4.98 METERS (16.34 FT) NORTHEAST OF THE CENTER OF THE ENTRANCE ROAD,
 DD1551'5.08 METERS (16.67 FT) SOUTHWEST OF THE CENTER OF THE EXIT ROAD,
 DD1551'2.2 METERS (7.22 FT) NORTHWEST OF THE LIGHT POLE.
 DD1551'THE MARK IS 0.30 M ABOVE ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1552 ***********************************************************************
 DD1552  DESIGNATION -  26 170
 DD1552  PID         -  DD1552
 DD1552  STATE/COUNTY-  SC/HORRY
 DD1552  USGS QUAD   -  BROOKGREEN (1973)
 DD1552
 DD1552                         *CURRENT SURVEY CONTROL
 DD1552  ___________________________________________________________________
 DD1552* NAD 83(1986)-  33 36 27.     (N)    079 00 44.     (W)     SCALED    
 DD1552* NAVD 88     -         9.608  (meters)      31.52   (feet)  ADJUSTED  
 DD1552  ___________________________________________________________________
 DD1552  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DD1552  DYNAMIC HT  -           9.598 (meters)      31.49  (feet)  COMP
 DD1552  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 DD1552
 DD1552  VERT ORDER  -  FIRST     CLASS II
 DD1552
 DD1552.The horizontal coordinates were scaled from a topographic map and have
 DD1552.an estimated accuracy of +/- 6 seconds.
 DD1552
 DD1552.The orthometric height was determined by differential leveling
 DD1552.and adjusted by the National Geodetic Survey in June 1991..
 DD1552
 DD1552.The geoid height was determined by GEOID03.
 DD1552
 DD1552.The dynamic height is computed by dividing the NAVD 88
 DD1552.geopotential number by the normal gravity value computed on the
 DD1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1552.degrees latitude (g = 980.6199 gals.).
 DD1552
 DD1552.The modeled gravity was interpolated from observed gravity values.
 DD1552
 DD1552;                    North         East    Units  Estimated Accuracy
 DD1552;SPC SC       -   198,520.      794,030.      MT  (+/- 180 meters Scaled)
 DD1552
 DD1552                          SUPERSEDED SURVEY CONTROL
 DD1552
 DD1552  NGVD 29 (03/21/89)    9.925  (m)           32.56   (f) ADJUSTED    1 2
 DD1552
 DD1552.Superseded values are not recommended for survey control.
 DD1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1552.See file dsdata.txt to determine how the superseded data were derived.
 DD1552
 DD1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT844204(NAD 83)
 DD1552_MARKER: DD = SURVEY DISK
 DD1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1552_SP_SET: CONCRETE POST
 DD1552_STAMPING: VERT 26 170 1986
 DD1552_MARK LOGO: SCGS  
 DD1552_PROJECTION: FLUSH
 DD1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1552
 DD1552  HISTORY     - Date     Condition        Report By
 DD1552  HISTORY     - 1986     MONUMENTED       SCGS
 DD1552  HISTORY     - 1987     GOOD             USPSQD
 DD1552
 DD1552                          STATION DESCRIPTION
 DD1552
 DD1552'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1552'5.0 KM (3.1 MI) NE FROM MURRELLS INLET.
 DD1552'5.1 KM (3.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS FROM THE
 DD1552'INTERSECTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 707 IN MURRELLS
 DD1552'INLET, SET NEAR A POWER LINE STUB POLE WHERE A MAJOR POWER LINE
 DD1552'CROSSES THE HIGHWAY, 19.55 METERS (64.14 FT) SOUTHEAST OF THE CENTER
 DD1552'OF THE NORTHBOUND LANES OF THE HIGHWAY, 38.45 METERS (126.15 FT)
 DD1552'NORTHEAST OF THE CENTER OF A SAND ROAD THAT PARALLELS THE MAJOR POWER
 DD1552'LINES, 6.7 METERS (21.98 FT) WEST NORTHWEST OF A BLAZED PINE TREE,
 DD1552'1.23 METERS (4.04 FT) SOUTH OF THE STUB POLE.
 DD1552'THE MARK IS 1.23 METERS  S FROM A WITNESS POST.
 DD1552'THE MARK IS 0.60 M BELOW HIGHWAY.
 DD1552
 DD1552                          STATION RECOVERY (1987)
 DD1552
 DD1552'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1553 ***********************************************************************
 DD1553  DESIGNATION -  26 171
 DD1553  PID         -  DD1553
 DD1553  STATE/COUNTY-  SC/HORRY
 DD1553  USGS QUAD   -  BROOKGREEN (1973)
 DD1553
 DD1553                         *CURRENT SURVEY CONTROL
 DD1553  ___________________________________________________________________
 DD1553* NAD 83(1986)-  33 37 15.     (N)    079 00 11.     (W)     SCALED    
 DD1553* NAVD 88     -         8.021  (meters)      26.32   (feet)  ADJUSTED  
 DD1553  ___________________________________________________________________
 DD1553  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DD1553  DYNAMIC HT  -           8.013 (meters)      26.29  (feet)  COMP
 DD1553  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 DD1553
 DD1553  VERT ORDER  -  FIRST     CLASS II
 DD1553
 DD1553.The horizontal coordinates were scaled from a topographic map and have
 DD1553.an estimated accuracy of +/- 6 seconds.
 DD1553
 DD1553.The orthometric height was determined by differential leveling
 DD1553.and adjusted by the National Geodetic Survey in June 1991..
 DD1553
 DD1553.The geoid height was determined by GEOID03.
 DD1553
 DD1553.The dynamic height is computed by dividing the NAVD 88
 DD1553.geopotential number by the normal gravity value computed on the
 DD1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1553.degrees latitude (g = 980.6199 gals.).
 DD1553
 DD1553.The modeled gravity was interpolated from observed gravity values.
 DD1553
 DD1553;                    North         East    Units  Estimated Accuracy
 DD1553;SPC SC       -   200,020.      794,850.      MT  (+/- 180 meters Scaled)
 DD1553
 DD1553                          SUPERSEDED SURVEY CONTROL
 DD1553
 DD1553  NGVD 29 (03/21/89)    8.337  (m)           27.35   (f) ADJUSTED    1 2
 DD1553
 DD1553.Superseded values are not recommended for survey control.
 DD1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1553.See file dsdata.txt to determine how the superseded data were derived.
 DD1553
 DD1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT852219(NAD 83)
 DD1553_MARKER: DD = SURVEY DISK
 DD1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1553_SP_SET: CONCRETE POST
 DD1553_STAMPING: VERT 26 171 1986
 DD1553_MARK LOGO: SCGS  
 DD1553_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1553
 DD1553  HISTORY     - Date     Condition        Report By
 DD1553  HISTORY     - 1986     MONUMENTED       SCGS
 DD1553
 DD1553                          STATION DESCRIPTION
 DD1553
 DD1553'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1553'3.9 KM (2.4 MI) WSW FROM SURFSIDE BEACH.
 DD1553'6.85 KM (4.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS FROM THE
 DD1553'INTERSECTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 707 IN MURRELLS
 DD1553'INLET, THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG A PAVED ROAD (GLENNS
 DD1553'BAY ROAD), SET NEAR A POWER POLE, 11.5 METERS (37.73 FT) WEST
 DD1553'SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 8.7 METERS (28.54 FT) NORTH
 DD1553'NORTHEAST OF THE CENTER OF A FOUR FOOT WIDE DITCH, 52.65 METERS
 DD1553'(172.74 FT) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION BOX, 1.06 METERS
 DD1553'(3.48 FT) WEST NORTHWEST OF THE POWER POLE.
 DD1553'THE MARK IS 1.06 METERS  WNW FROM A WITNESS POST.
 DD1553'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1554 ***********************************************************************
 DD1554  DESIGNATION -  26 172
 DD1554  PID         -  DD1554
 DD1554  STATE/COUNTY-  SC/HORRY
 DD1554  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1554
 DD1554                         *CURRENT SURVEY CONTROL
 DD1554  ___________________________________________________________________
 DD1554* NAD 83(1986)-  33 38 08.     (N)    078 59 30.     (W)     SCALED    
 DD1554* NAVD 88     -         7.371  (meters)      24.18   (feet)  ADJUSTED  
 DD1554  ___________________________________________________________________
 DD1554  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DD1554  DYNAMIC HT  -           7.363 (meters)      24.16  (feet)  COMP
 DD1554  MODELED GRAV-     979,600.6   (mgal)                       NAVD 88
 DD1554
 DD1554  VERT ORDER  -  FIRST     CLASS II
 DD1554
 DD1554.The horizontal coordinates were scaled from a topographic map and have
 DD1554.an estimated accuracy of +/- 6 seconds.
 DD1554
 DD1554.The orthometric height was determined by differential leveling
 DD1554.and adjusted by the National Geodetic Survey in June 1991..
 DD1554
 DD1554.The geoid height was determined by GEOID03.
 DD1554
 DD1554.The dynamic height is computed by dividing the NAVD 88
 DD1554.geopotential number by the normal gravity value computed on the
 DD1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1554.degrees latitude (g = 980.6199 gals.).
 DD1554
 DD1554.The modeled gravity was interpolated from observed gravity values.
 DD1554
 DD1554;                    North         East    Units  Estimated Accuracy
 DD1554;SPC SC       -   201,670.      795,880.      MT  (+/- 180 meters Scaled)
 DD1554
 DD1554                          SUPERSEDED SURVEY CONTROL
 DD1554
 DD1554  NGVD 29 (03/21/89)    7.685  (m)           25.21   (f) ADJUSTED    1 2
 DD1554
 DD1554.Superseded values are not recommended for survey control.
 DD1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1554.See file dsdata.txt to determine how the superseded data were derived.
 DD1554
 DD1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT862235(NAD 83)
 DD1554_MARKER: DD = SURVEY DISK
 DD1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1554_SP_SET: CONCRETE POST
 DD1554_STAMPING: VERT 26 172 1986
 DD1554_MARK LOGO: SCGS  
 DD1554_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1554_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1554+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 DD1554
 DD1554  HISTORY     - Date     Condition        Report By
 DD1554  HISTORY     - 1986     MONUMENTED       SCGS
 DD1554  HISTORY     - 19970701 GOOD             SCGS
 DD1554
 DD1554                          STATION DESCRIPTION
 DD1554
 DD1554'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1554'2.8 KM (1.75 MI) WEST FROM SURFSIDE BEACH.
 DD1554'8.8 KM (5.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS FROM THE
 DD1554'INTERSECTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 707 IN MURRELLS
 DD1554'INLET, SET NEAR A TELEPHONE JUNCTION BOX, 1.85 KM (1.15 MI) SOUTHWEST
 DD1554'OF THE INTERSECTION OF STATE HIGHWAY 544, 18.15 METERS (59.55 FT) WEST
 DD1554'NORTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD1554'1.54 METERS (5.05 FT) EAST NORTHEAST OF A BLAZED PINE TREE, 5.0 METERS
 DD1554'(16.4 FT) WEST OF A BLAZED PINE TREE, 1.25 METERS (4.1 FT) SOUTH OF
 DD1554'THE JUNCTION BOX.
 DD1554'THE MARK IS 0.40 METERS  ESE FROM A WITNESS POST.
 DD1554'THE MARK IS 0.60 M BELOW HIGHWAY.
 DD1554
 DD1554                          STATION RECOVERY (1997)
 DD1554
 DD1554'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1554'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTHWEST OF SURFSIDE BEACH,
 DD1554'14.25 MILES (22.93 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD1554'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1554'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1554'HIGHWAY 17 (MARK GARNER HIGHWAY) AND STATE HIGHWAY 544 (DICK POND
 DD1554'ROAD) , 3.1 MILES (5.0 KM) NORTH NORTHWEST OF SURFSIDE BEACH, GO
 DD1554'SOUTHWEST ON HIGHWAY 17 FOR 1.15 MILES (1.85 KM) TO THE STATION ON THE
 DD1554'LEFT NEAR A TELEPHONE JUNCTION BOX IN THE SOUTH ANGLE OF AN ENTRANCE
 DD1554'DRIVE TO DEERFIELD PLANTATION RESORT.  STATION IS A CONCRETE POST
 DD1554'PROJECTING 0.3 FOOT (9.1 CM) AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY,
 DD1554'59.6 FEET (18.2 M) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 DD1554'THE HIGHWAY, 3.2 FEET (1.0 M) SOUTH OF THE SOUTH CORNER OF THE
 DD1554'TELEPHONE JUNCTION BOX NUMBER 13015, 204.8 FEET (62.4 M) SOUTHWEST OF
 DD1554'THE STREET LIGHT POLE IN THE MEDIAN OF ENTRANCE DRIVE, 75.3 FEET (23.0
 DD1554'M) WEST OF A POWER POLE NUMBER 96755, 102.5 FEET (31.2 M) SOUTH
 DD1554'SOUTHWEST OF THE SOUTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 DD1554'BENEATH THE ENTRANCE DRIVE, 1.4 FEET (0.4 M) NORTHWEST OF A WITNESS
 DD1554'POST.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1555 ***********************************************************************
 DD1555  DESIGNATION -  26 173
 DD1555  PID         -  DD1555
 DD1555  STATE/COUNTY-  SC/HORRY
 DD1555  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1555
 DD1555                         *CURRENT SURVEY CONTROL
 DD1555  ___________________________________________________________________
 DD1555* NAD 83(1986)-  33 39 01.     (N)    078 58 43.     (W)     SCALED    
 DD1555* NAVD 88     -         8.120  (meters)      26.64   (feet)  ADJUSTED  
 DD1555  ___________________________________________________________________
 DD1555  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DD1555  DYNAMIC HT  -           8.112 (meters)      26.61  (feet)  COMP
 DD1555  MODELED GRAV-     979,605.4   (mgal)                       NAVD 88
 DD1555
 DD1555  VERT ORDER  -  FIRST     CLASS II
 DD1555
 DD1555.The horizontal coordinates were scaled from a topographic map and have
 DD1555.an estimated accuracy of +/- 6 seconds.
 DD1555
 DD1555.The orthometric height was determined by differential leveling
 DD1555.and adjusted by the National Geodetic Survey in June 1991..
 DD1555
 DD1555.The geoid height was determined by GEOID03.
 DD1555
 DD1555.The dynamic height is computed by dividing the NAVD 88
 DD1555.geopotential number by the normal gravity value computed on the
 DD1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1555.degrees latitude (g = 980.6199 gals.).
 DD1555
 DD1555.The modeled gravity was interpolated from observed gravity values.
 DD1555
 DD1555;                    North         East    Units  Estimated Accuracy
 DD1555;SPC SC       -   203,330.      797,060.      MT  (+/- 180 meters Scaled)
 DD1555
 DD1555                          SUPERSEDED SURVEY CONTROL
 DD1555
 DD1555  NGVD 29 (03/21/89)    8.434  (m)           27.67   (f) ADJUSTED    1 2
 DD1555
 DD1555.Superseded values are not recommended for survey control.
 DD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1555.See file dsdata.txt to determine how the superseded data were derived.
 DD1555
 DD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT874252(NAD 83)
 DD1555_MARKER: DD = SURVEY DISK
 DD1555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1555_SP_SET: VERTICAL IN PILLAR OF OVERPASS
 DD1555_STAMPING: VERT 26 173 1986
 DD1555_MARK LOGO: SCGS  
 DD1555_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1555+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 DD1555
 DD1555  HISTORY     - Date     Condition        Report By
 DD1555  HISTORY     - 1986     MONUMENTED       SCGS
 DD1555  HISTORY     - 19970630 GOOD             SCGS
 DD1555
 DD1555                          STATION DESCRIPTION
 DD1555
 DD1555'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1555'2.95 KM (1.85 MI) NW FROM SURFSIDE BEACH.
 DD1555'2.95 KM (1.85 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1555'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, SET VERTICALLY
 DD1555'IN THE CENTER PILLAR AT THE NORTH END OF THE OVERPASS OF THE
 DD1555'SOUTHBOUND LANES OF U.S. HIGHWAY 17 BYPASS, ADD-MAY ALSO BE REACHED BY
 DD1555'GOING 10.7 KM (6.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS
 DD1555'FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 707 IN
 DD1555'MURRELLS INLET.
 DD1555'THE MARK IS 1.20 M ABOVE HIGHWAY.
 DD1555
 DD1555                          STATION RECOVERY (1997)
 DD1555
 DD1555'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1555'STATION IS LOCATED IN THE SOUTHWEST FACE OF THE NORTHWEST ONE OF THREE
 DD1555'PIERS AT THE NORTHEAST END OF THE SOUTHBOUND LANES OF THE JUNCTION
 DD1555'OVERPASS OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND STATE HIGHWAY
 DD1555'544 (DICK POND ROAD) , 3.1 MILES (5.0 KM) NORTH NORTHWEST OF SURFSIDE
 DD1555'BEACH.  STATION IS A DISK IN DRILL HOLE SET VERTICALLY IN PIER AND 3.0
 DD1555'FEET (0.9 M) ABOVE HIGHWAY 544, 7.6 FEET (2.3 M) NORTHEAST OF THE
 DD1555'SOUTHWEST EDGE OF THE CURB OF HIGHWAY 544, 49.8 FEET (15.2 M)
 DD1555'SOUTHEAST OF A MANHOLE COVER IN SIDEWALK.  RECOVERED BY C.E.
 DD1555'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1556 ***********************************************************************
 DD1556  DESIGNATION -  26 174
 DD1556  PID         -  DD1556
 DD1556  STATE/COUNTY-  SC/HORRY
 DD1556  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1556
 DD1556                         *CURRENT SURVEY CONTROL
 DD1556  ___________________________________________________________________
 DD1556* NAD 83(1986)-  33 39 33.     (N)    078 59 40.     (W)     SCALED    
 DD1556* NAVD 88     -         6.786  (meters)      22.26   (feet)  ADJUSTED  
 DD1556  ___________________________________________________________________
 DD1556  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD1556  DYNAMIC HT  -           6.779 (meters)      22.24  (feet)  COMP
 DD1556  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 DD1556
 DD1556  VERT ORDER  -  FIRST     CLASS II
 DD1556
 DD1556.The horizontal coordinates were scaled from a topographic map and have
 DD1556.an estimated accuracy of +/- 6 seconds.
 DD1556
 DD1556.The orthometric height was determined by differential leveling
 DD1556.and adjusted by the National Geodetic Survey in June 1991..
 DD1556
 DD1556.The geoid height was determined by GEOID03.
 DD1556
 DD1556.The dynamic height is computed by dividing the NAVD 88
 DD1556.geopotential number by the normal gravity value computed on the
 DD1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1556.degrees latitude (g = 980.6199 gals.).
 DD1556
 DD1556.The modeled gravity was interpolated from observed gravity values.
 DD1556
 DD1556;                    North         East    Units  Estimated Accuracy
 DD1556;SPC SC       -   204,280.      795,570.      MT  (+/- 180 meters Scaled)
 DD1556
 DD1556                          SUPERSEDED SURVEY CONTROL
 DD1556
 DD1556  NGVD 29 (03/21/89)    7.099  (m)           23.29   (f) ADJUSTED    1 2
 DD1556
 DD1556.Superseded values are not recommended for survey control.
 DD1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1556.See file dsdata.txt to determine how the superseded data were derived.
 DD1556
 DD1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT859261(NAD 83)
 DD1556_MARKER: DD = SURVEY DISK
 DD1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1556_SP_SET: CONCRETE POST
 DD1556_STAMPING: VERT 26 174 1986
 DD1556_MARK LOGO: SCGS  
 DD1556_PROJECTION: RECESSED 3 CENTIMETERS
 DD1556_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1556+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 DD1556
 DD1556  HISTORY     - Date     Condition        Report By
 DD1556  HISTORY     - 1986     MONUMENTED       SCGS
 DD1556  HISTORY     - 19970630 GOOD             SCGS
 DD1556
 DD1556                          STATION DESCRIPTION
 DD1556
 DD1556'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1556'4.6 KM (2.85 MI) NW FROM SURFSIDE BEACH.
 DD1556'4.6 KM (2.85 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1556'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, SET NEAR THE
 DD1556'EDGE OF THE WOODS AT THE SOUTHWEST CORNER OF A BRICK HOUSE IN THE
 DD1556'SOUTHWEST ANGLE OF A SAND ROAD LEADING WESTERLY, 9.65 METERS
 DD1556'(31.66 FT) SOUTH SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND A
 DD1556'GUY WIRE, 24.97 METERS (81.92 FT) SOUTH SOUTHWEST OF THE SOUTHWEST
 DD1556'CORNER OF THE HOUSE, 71.05 METERS (233.1 FT) WEST SOUTHWEST OF THE
 DD1556'CENTER OF THE HIGHWAY, 59.93 METERS (196.62 FT) SOUTH SOUTHEAST OF THE
 DD1556'CENTER OF THE SAND ROAD, 15.98 METERS (52.43 FT) EAST NORTHEAST OF THE
 DD1556'SOUTHEAST CORNER OF A TWO STALL CINDER BLOCK GARAGE.
 DD1556'THE MARK IS 1.94 METERS  NNW FROM A WITNESS POST.
 DD1556'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1556
 DD1556                          STATION RECOVERY (1997)
 DD1556
 DD1556'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1556'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTH NORTHWEST OF SURFSIDE
 DD1556'BEACH, 12.65 MILES (20.36 KM) SOUTH SOUTHEAST OF CONWAY.
 DD1556'OWNERSHIP--3893 BIG BLOCK ROAD, SURFSIDE BEACH, SC 29575.  TO REACH
 DD1556'THE STATION FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAY 17 (MARK
 DD1556'GARNER HIGHWAY) AND STATE HIGHWAY 544 (DICK POND ROAD) , 3.1 MILES
 DD1556'(5.0 KM) NORTH NORTHWEST OF SURFSIDE BEACH, GO NORTH ON HIGHWAY 544
 DD1556'FOR 1.0 MILE (1.6 KM) TO A SAND ROAD LEFT (BIG BLOCK ROAD) , TURN LEFT
 DD1556'ON BIG BLOCK ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT
 DD1556'NEAR A SECURITY LIGHT POLE IN THE BACK YARD OF A BRICK HOUSE NUMBER
 DD1556'3893.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL
 DD1556'WITH THE SAND ROAD, 198.0 FEET (60.4 M) SOUTH SOUTHEAST OF THE CENTER
 DD1556'OF THE SAND ROAD, 31.4 FEET (9.6 M) SOUTH SOUTHEAST OF A SECURITY
 DD1556'LIGHT POLE, 81.8 FEET (24.9 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF
 DD1556'THE HOUSE, 52.0 FEET (15.8 M) EAST OF THE EAST CORNER OF A CINDER
 DD1556'BLOCK TWO CAR GARAGE, 6.5 FEET (2.0 M) NORTH NORTHWEST OF A WITNESS
 DD1556'POST.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1557 ***********************************************************************
 DD1557  DESIGNATION -  26 175
 DD1557  PID         -  DD1557
 DD1557  STATE/COUNTY-  SC/HORRY
 DD1557  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1557
 DD1557                         *CURRENT SURVEY CONTROL
 DD1557  ___________________________________________________________________
 DD1557* NAD 83(1986)-  33 40 19.     (N)    078 59 54.     (W)     SCALED    
 DD1557* NAVD 88     -         5.748  (meters)      18.86   (feet)  ADJUSTED  
 DD1557  ___________________________________________________________________
 DD1557  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DD1557  DYNAMIC HT  -           5.742 (meters)      18.84  (feet)  COMP
 DD1557  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 DD1557
 DD1557  VERT ORDER  -  FIRST     CLASS II
 DD1557
 DD1557.The horizontal coordinates were scaled from a topographic map and have
 DD1557.an estimated accuracy of +/- 6 seconds.
 DD1557
 DD1557.The orthometric height was determined by differential leveling
 DD1557.and adjusted by the National Geodetic Survey in June 1991..
 DD1557
 DD1557.The geoid height was determined by GEOID03.
 DD1557
 DD1557.The dynamic height is computed by dividing the NAVD 88
 DD1557.geopotential number by the normal gravity value computed on the
 DD1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1557.degrees latitude (g = 980.6199 gals.).
 DD1557
 DD1557.The modeled gravity was interpolated from observed gravity values.
 DD1557
 DD1557;                    North         East    Units  Estimated Accuracy
 DD1557;SPC SC       -   205,690.      795,180.      MT  (+/- 180 meters Scaled)
 DD1557
 DD1557                          SUPERSEDED SURVEY CONTROL
 DD1557
 DD1557  NGVD 29 (03/21/89)    6.061  (m)           19.89   (f) ADJUSTED    1 2
 DD1557
 DD1557.Superseded values are not recommended for survey control.
 DD1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1557.See file dsdata.txt to determine how the superseded data were derived.
 DD1557
 DD1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT855275(NAD 83)
 DD1557_MARKER: DD = SURVEY DISK
 DD1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1557_SP_SET: CONCRETE POST
 DD1557_STAMPING: VERT 26 175 1986
 DD1557_MARK LOGO: SCGS  
 DD1557_PROJECTION: RECESSED 7 CENTIMETERS
 DD1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1557
 DD1557  HISTORY     - Date     Condition        Report By
 DD1557  HISTORY     - 1986     MONUMENTED       SCGS
 DD1557
 DD1557                          STATION DESCRIPTION
 DD1557
 DD1557'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1557'5.8 KM (3.6 MI) NW FROM SURFSIDE BEACH.
 DD1557'6.05 KM (3.75 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1557'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, SET NEAR THE
 DD1557'SOUTHEAST CORNER OF A CINDER BLOCK BUILDING (SOCASTEE HARDWARE),
 DD1557'31.74 METERS (104.13 FT) SOUTH OF THE SOUTHEAST CORNER OF A CINDER
 DD1557'BLOCK STORAGE BUILDING (MYRTLE BEACH WAREHOUSE COMPLEX), 1.25 METERS
 DD1557'(4.1 FT) NORTH NORTHWEST OF A POWER POLE WITH TWO TRANSFORMERS AND A
 DD1557'GUY WIRE, 3.58 METERS (11.75 FT) EAST SOUTHEAST OF THE SOUTHEAST
 DD1557'CORNER OF A WOODEN ADDITION BUILT ON THE BACK OF THE HARDWARE
 DD1557'BUILDING, 75.85 METERS (248.85 FT) EAST OF THE CENTER OF THE HIGHWAY,
 DD1557'25.3 METERS (83.0 FT) SOUTH SOUTHWEST OF A POWER POLE, 61.5 METERS
 DD1557'(201.77 FT) EAST NORTHEAST OF A POWER POLE WITH A GUY WIRE.
 DD1557'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1558 ***********************************************************************
 DD1558  DESIGNATION -  26 176
 DD1558  PID         -  DD1558
 DD1558  STATE/COUNTY-  SC/HORRY
 DD1558  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1558
 DD1558                         *CURRENT SURVEY CONTROL
 DD1558  ___________________________________________________________________
 DD1558* NAD 83(1986)-  33 40 57.     (N)    078 59 58.     (W)     SCALED    
 DD1558* NAVD 88     -         5.095  (meters)      16.72   (feet)  ADJUSTED  
 DD1558  ___________________________________________________________________
 DD1558  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DD1558  DYNAMIC HT  -           5.090 (meters)      16.70  (feet)  COMP
 DD1558  MODELED GRAV-     979,612.9   (mgal)                       NAVD 88
 DD1558
 DD1558  VERT ORDER  -  FIRST     CLASS II
 DD1558
 DD1558.The horizontal coordinates were scaled from a topographic map and have
 DD1558.an estimated accuracy of +/- 6 seconds.
 DD1558
 DD1558.The orthometric height was determined by differential leveling
 DD1558.and adjusted by the National Geodetic Survey in June 1991..
 DD1558
 DD1558.The geoid height was determined by GEOID03.
 DD1558
 DD1558.The dynamic height is computed by dividing the NAVD 88
 DD1558.geopotential number by the normal gravity value computed on the
 DD1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1558.degrees latitude (g = 980.6199 gals.).
 DD1558
 DD1558.The modeled gravity was interpolated from observed gravity values.
 DD1558
 DD1558;                    North         East    Units  Estimated Accuracy
 DD1558;SPC SC       -   206,860.      795,060.      MT  (+/- 180 meters Scaled)
 DD1558
 DD1558                          SUPERSEDED SURVEY CONTROL
 DD1558
 DD1558  NGVD 29 (03/21/89)    5.408  (m)           17.74   (f) ADJUSTED    1 2
 DD1558
 DD1558.Superseded values are not recommended for survey control.
 DD1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1558.See file dsdata.txt to determine how the superseded data were derived.
 DD1558
 DD1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT854287(NAD 83)
 DD1558_MARKER: DD = SURVEY DISK
 DD1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1558_SP_SET: CONCRETE POST
 DD1558_STAMPING: VERT 26 176 1986
 DD1558_MARK LOGO: SCGS  
 DD1558_PROJECTION: FLUSH
 DD1558_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1558+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 DD1558
 DD1558  HISTORY     - Date     Condition        Report By
 DD1558  HISTORY     - 1986     MONUMENTED       SCGS
 DD1558  HISTORY     - 19970714 GOOD             SCGS
 DD1558
 DD1558                          STATION DESCRIPTION
 DD1558
 DD1558'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1558'6.9 KM (4.3 MI) NW FROM SURFSIDE BEACH.
 DD1558'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1558'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, SET NEAR THE
 DD1558'SOUTHEAST CORNER OF A LIBRARY BUILDING AT THE SOCASTEE MIDDLE SCHOOL
 DD1558'IN THE NORTHEAST ANGLE OF STATE HIGHWAY 707, 98.35 METERS (322.67 FT)
 DD1558'NORTH OF THE CENTER OF HIGHWAY 707, 85.37 METERS (280.09 FT) EAST
 DD1558'NORTHEAST OF THE CENTER OF HIGHWAY 544, 1.4 METERS (4.59 FT) SOUTHWEST
 DD1558'OF THE SOUTHEAST CORNER OF THE BUILDING, 17.45 METERS (57.25 FT) WEST
 DD1558'SOUTHWEST OF A FLAG POLE, 10.67 METERS (35.01 FT) NORTH OF THE EXIT
 DD1558'DRIVE FROM THE SCHOOL LEADING TO HIGHWAY 544, 37.5 METERS (123.03 FT)
 DD1558'WEST NORTHWEST OF A POWER POLE NUMBER 163 WITH THREE TRANSFORMERS.
 DD1558'THE MARK IS 1.10 METERS  S FROM A WITNESS POST.
 DD1558
 DD1558                          STATION RECOVERY (1997)
 DD1558
 DD1558'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1558'STATION IS LOCATED 6.7 MILES (10.8 KM) WEST SOUTHWEST OF MYRTLE BEACH,
 DD1558'10.85 MILES (17.46 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--CAROLYN
 DD1558'FLOYD, PRINCIPAL, SOCASTEE ELEMENTARY SCHOOL, 4950 SOCASTEE BOULEVARD,
 DD1558'MYRTLE BEACH, SC 29.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD1558'HIGHWAYS 544 AND 707 (SOCASTEE BOULEVARD) , 5.5 MILES (8.9 KM) NORTH
 DD1558'NORTHWEST OF SURFSIDE BEACH, GO NORTHEAST ON HIGHWAY 707 FOR 0.2 MILE
 DD1558'(0.3 KM) TO THE JUNCTION OF STATE ROAD 616 (DICK POND ROAD) , CONTINUE
 DD1558'ON HIGHWAY 707 FOR 0.1 MILE (0.2 KM) TO A DRIVEWAY LEFT LEADING TO A
 DD1558'PARKING LOT, TURN LEFT ON DRIVEWAY FOR 0.05 MILE (0.08 KM) TO A
 DD1558'CROSSROAD, TURN LEFT ON CROSSROAD FOR 0.1 MILE (0.2 KM) TO THE STATION
 DD1558'ON THE RIGHT NEAR THE SOCASTEE ELEMENTARY SCHOOL BUILDING LOBBY.
 DD1558'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD1558'DRIVEWAY, 36.2 FEET (11.0 M) NORTH OF THE CENTER OF THE DRIVEWAY, 3.7
 DD1558'FEET (1.1 M) SOUTH OF THE SOUTH FACE OF THE BUILDING, 19.3 FEET (5.9
 DD1558'M) WEST OF THE SOUTHWEST CORNER OF THE LOBBY, 81.4 FEET (24.8 M) WEST
 DD1558'NORTHWEST OF A FLAG POLE, 91.6 FEET (27.9 M) NORTHWEST OF A SECURITY
 DD1558'LIGHT POLE NUMBER 49652. RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1559 ***********************************************************************
 DD1559  DESIGNATION -  26 177
 DD1559  PID         -  DD1559
 DD1559  STATE/COUNTY-  SC/HORRY
 DD1559  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1559
 DD1559                         *CURRENT SURVEY CONTROL
 DD1559  ___________________________________________________________________
 DD1559* NAD 83(1986)-  33 41 02.     (N)    078 59 33.     (W)     SCALED    
 DD1559* NAVD 88     -         4.848  (meters)      15.91   (feet)  ADJUSTED  
 DD1559  ___________________________________________________________________
 DD1559  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DD1559  DYNAMIC HT  -           4.843 (meters)      15.89  (feet)  COMP
 DD1559  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 DD1559
 DD1559  VERT ORDER  -  FIRST     CLASS II
 DD1559
 DD1559.The horizontal coordinates were scaled from a topographic map and have
 DD1559.an estimated accuracy of +/- 6 seconds.
 DD1559
 DD1559.The orthometric height was determined by differential leveling
 DD1559.and adjusted by the National Geodetic Survey in June 1991..
 DD1559
 DD1559.The geoid height was determined by GEOID03.
 DD1559
 DD1559.The dynamic height is computed by dividing the NAVD 88
 DD1559.geopotential number by the normal gravity value computed on the
 DD1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1559.degrees latitude (g = 980.6199 gals.).
 DD1559
 DD1559.The modeled gravity was interpolated from observed gravity values.
 DD1559
 DD1559;                    North         East    Units  Estimated Accuracy
 DD1559;SPC SC       -   207,030.      795,700.      MT  (+/- 180 meters Scaled)
 DD1559
 DD1559                          SUPERSEDED SURVEY CONTROL
 DD1559
 DD1559  NGVD 29 (03/21/89)    5.160  (m)           16.93   (f) ADJUSTED    1 2
 DD1559
 DD1559.Superseded values are not recommended for survey control.
 DD1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1559.See file dsdata.txt to determine how the superseded data were derived.
 DD1559
 DD1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT860289(NAD 83)
 DD1559_MARKER: DD = SURVEY DISK
 DD1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1559_SP_SET: CONCRETE POST
 DD1559_STAMPING: VERT 26 177 1986
 DD1559_MARK LOGO: SCGS  
 DD1559_PROJECTION: RECESSED 6 CENTIMETERS
 DD1559_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1559+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1997
 DD1559
 DD1559  HISTORY     - Date     Condition        Report By
 DD1559  HISTORY     - 1986     MONUMENTED       SCGS
 DD1559  HISTORY     - 1987     GOOD             USPSQD
 DD1559  HISTORY     - 19970707 GOOD             SCGS
 DD1559
 DD1559                          STATION DESCRIPTION
 DD1559
 DD1559'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1559'6.8 KM (4.2 MI) NNW FROM SURFSIDE BEACH.
 DD1559'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1559'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 0.8 KM
 DD1559'(0.5 MI) EAST ALONG STATE HIGHWAY 707, SET NEAR THE SOUTHEAST CORNER
 DD1559'OF A BRICK HOUSE (RHODES RESIDENCE), 15.75 METERS (51.67 FT) SOUTH
 DD1559'SOUTHWEST OF A LIGHT POLE, 1.6 METERS (5.25 FT) SOUTHEAST OF THE
 DD1559'SOUTHEAST CORNER OF THE HOUSE, 3.25 METERS (10.66 FT) NORTH NORTHWEST
 DD1559'OF A 13 INCH MYRTLE OAK TREE, 22.8 METERS (74.8 FT) NORTH OF THE
 DD1559'CENTER OF THE HIGHWAY, 12.9 METERS (42.32 FT) WEST SOUTHWEST OF THE
 DD1559'SOUTHWEST CORNER OF A BRICK HOUSE.
 DD1559'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1559
 DD1559                          STATION RECOVERY (1987)
 DD1559
 DD1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1559'RECOVERED IN GOOD CONDITION.
 DD1559
 DD1559                          STATION RECOVERY (1997)
 DD1559
 DD1559'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1559'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTH NORTHWEST OF SURFSIDE
 DD1559'BEACH, 11.05 MILES (17.78 KM) SOUTH SOUTHEAST OF CONWAY.
 DD1559'OWNERSHIP--RALPH RHODES, 4652 SOCASTEE BOULEVARD, MYRTLE BEACH, SC
 DD1559'29575, PHONE 803-293-2327.  TO REACH THE STATION FROM THE OVERPASS
 DD1559'JUNCTION OF STATE HIGHWAYS 544 AND 707 (SOCASTEE BOULEVARD) , 5.5
 DD1559'MILES (8.9 KM) NORTH NORTHWEST OF SURFSIDE BEACH, GO NORTHEAST ON
 DD1559'HIGHWAY 707 FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT NEAR
 DD1559'THE SOUTHEAST CORNER OF A BRICK HOUSE NUMBER 4652.  STATION IS A
 DD1559'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.0 FOOT (0.3 M) BELOW
 DD1559'THE HIGHWAY, 75.6 FEET (23.0 M) NORTH OF THE CENTER OF THE HIGHWAY,
 DD1559'5.0 FEET (1.5 M) SOUTHEAST OF THE CORNER OF THE HOUSE, 40.6 FEET (12.4
 DD1559'M) NORTH NORTHWEST OF POWER POLE NUMBER 18762, 42.4 FEET (12.9 M) WEST
 DD1559'OF THE SOUTHWEST CORNER OF A BRICK HOUSE NUMBER 4648, 59.6 FEET (18.2
 DD1559'M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE HEADWALL OF A
 DD1559'CULVERT BENEATH THE DRIVEWAY LEADING TO HOUSE NUMBER 4648.  RECOVERED
 DD1559'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1560 ***********************************************************************
 DD1560  DESIGNATION -  26 178
 DD1560  PID         -  DD1560
 DD1560  STATE/COUNTY-  SC/HORRY
 DD1560  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1560
 DD1560                         *CURRENT SURVEY CONTROL
 DD1560  ___________________________________________________________________
 DD1560* NAD 83(1986)-  33 41 11.     (N)    078 58 40.     (W)     SCALED    
 DD1560* NAVD 88     -         4.393  (meters)      14.41   (feet)  ADJUSTED  
 DD1560  ___________________________________________________________________
 DD1560  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DD1560  DYNAMIC HT  -           4.388 (meters)      14.40  (feet)  COMP
 DD1560  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 DD1560
 DD1560  VERT ORDER  -  FIRST     CLASS II
 DD1560
 DD1560.The horizontal coordinates were scaled from a topographic map and have
 DD1560.an estimated accuracy of +/- 6 seconds.
 DD1560
 DD1560.The orthometric height was determined by differential leveling
 DD1560.and adjusted by the National Geodetic Survey in September 2000..
 DD1560
 DD1560.The geoid height was determined by GEOID03.
 DD1560
 DD1560.The dynamic height is computed by dividing the NAVD 88
 DD1560.geopotential number by the normal gravity value computed on the
 DD1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1560.degrees latitude (g = 980.6199 gals.).
 DD1560
 DD1560.The modeled gravity was interpolated from observed gravity values.
 DD1560
 DD1560;                    North         East    Units  Estimated Accuracy
 DD1560;SPC SC       -   207,330.      797,060.      MT  (+/- 180 meters Scaled)
 DD1560
 DD1560                          SUPERSEDED SURVEY CONTROL
 DD1560
 DD1560  NAVD 88 (06/15/91)    4.384  (m)           14.38   (f) UNKNOWN     1 2
 DD1560  NGVD 29 (03/21/89)    4.697  (m)           15.41   (f) ADJUSTED    1 2
 DD1560
 DD1560.Superseded values are not recommended for survey control.
 DD1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1560.See file dsdata.txt to determine how the superseded data were derived.
 DD1560
 DD1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT874292(NAD 83)
 DD1560_MARKER: DD = SURVEY DISK
 DD1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1560_SP_SET: CONCRETE POST
 DD1560_STAMPING: VERT 26 178 1986
 DD1560_MARK LOGO: SCGS  
 DD1560_PROJECTION: FLUSH
 DD1560_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1560+STABILITY: SURFACE MOTION
 DD1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1560+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1997
 DD1560
 DD1560  HISTORY     - Date     Condition        Report By
 DD1560  HISTORY     - 1986     MONUMENTED       SCGS
 DD1560  HISTORY     - 19960411 GOOD             SCGS
 DD1560  HISTORY     - 19970707 GOOD             SCGS
 DD1560
 DD1560                          STATION DESCRIPTION
 DD1560
 DD1560'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1560'6.4 KM (4.0 MI) NNW FROM SURFSIDE BEACH.
 DD1560'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1560'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 2.1 KM
 DD1560'(1.3 MI) EAST ALONG STATE HIGHWAY 707, SET NEAR THE SOUTHWEST CORNER
 DD1560'OF A WOODEN HOUSE WITH A BRICK FOUNDATION IN THE NORTHEAST ANGLE OF A
 DD1560'SAND ROAD (FOLLY ROAD), 0.67 METER (2.2 FT) SOUTH SOUTHWEST OF THE
 DD1560'SOUTHWEST CORNER OF THE HOUSE, 2.83 METERS (9.28 FT) SOUTH OF THE
 DD1560'SOUTHWEST CORNER OF THE FIREPLACE CHIMNEY, 19.6 METERS (64.3 FT) SOUTH
 DD1560'SOUTHEAST OF THE CENTER OF THE SAND ROAD, 34.74 METERS (113.98 FT)
 DD1560'NORTHWEST OF A POWER POLE NUMBER 20351, 24.05 METERS (78.9 FT) NORTH
 DD1560'NORTHEAST OF THE CENTER OF THE HIGHWAY, 35.12 METERS (115.22 FT) EAST
 DD1560'OF A POWER POLE 50R-1/2 WITH A TRANSFORMER AND A GUY WIRE.
 DD1560'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1560
 DD1560                          STATION RECOVERY (1996)
 DD1560
 DD1560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1560'STATION IS LOCATED 5.2 MILES (8.4 KM) WEST OF MYRTLE BEACH, 11.1 MILES
 DD1560'(17.9 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--DR.  DARREL L.
 DD1560'MELLIES, 4160 SOCASTEE, MYRTLE BEACH, SC 29577, PHONE 803-293-4163 AT
 DD1560'WORK.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17
 DD1560'BY-PASS AND STATE HIGHWAY 707, 4.5 MILES (7.2 KM) WEST SOUTHWEST OF
 DD1560'MYRTLE BEACH, GO NORTH NORTHWEST ON HIGHWAY 707 FOR 1.1 MILES (1.8 KM)
 DD1560'TO THE STATION NEAR A VINYL-SIDED HOUSE IN THE NORTHEAST ANGLE OF THE
 DD1560'JUNCTION OF A PAVED ROAD (FOLLY ROAD). STATION IS A CONCRETE POST
 DD1560'RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 DD1560'65.0 FEET (19.8 M) SOUTH SOUTHEAST OF THE CENTER OF FOLLY ROAD, 79.0
 DD1560'FEET (24.1 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 2.2 FEET
 DD1560'(0.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 9.2 FEET (2.8
 DD1560'M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHIMNEY.
 DD1560
 DD1560                          STATION RECOVERY (1997)
 DD1560
 DD1560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1560'STATION IS LOCATED 5.4 MILES (8.7 KM) WEST OF MYRTLE BEACH, 11.15
 DD1560'MILES (17.94 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SOCASTEE
 DD1560'CHIROPRACTIC CENTER, DR.  DARREL L.  MELLIES, 4160 SOCASTEE BOULEVARD,
 DD1560'MYRTLE BEACH, SC 29577, PHONE 803-293-4163.  TO REACH THE STATION FROM
 DD1560'THE JUNCTION OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND STATE
 DD1560'HIGHWAY 707 (SOCASTEE BOULEVARD) , 4.2 MILES (6.8 KM) WEST OF MYRTLE
 DD1560'BEACH, GO NORTHWEST ON HIGHWAY 707 FOR 1.1 MILES (1.8 KM) TO THE
 DD1560'STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER OF A VINYL-SIDED HOUSE
 DD1560'NUMBER 4160 IN THE NORTHEAST ANGLE OF FOLLY ROAD. STATION IS A
 DD1560'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE
 DD1560'HIGHWAY, 78.7 FEET (24.0 M) NORTH OF THE CENTER OF THE HIGHWAY, 65.4
 DD1560'FEET (19.9 M) SOUTHEAST OF THE CENTER OF FOLLY ROAD, 2.2 FEET (0.7 M)
 DD1560'SOUTHWEST OF THE CORNER OF THE HOUSE, 102.9 FEET (31.4 M) EAST OF A
 DD1560'POWER POLE 50R1/2 WITH 2 GUY WIRES AND A TRANSFORMER, 41.0 FEET (12.5
 DD1560'M) SOUTH SOUTHEAST OF A FIRE HYDRANT, 54.5 FEET (16.6 M) EAST
 DD1560'SOUTHEAST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 DD1560'BENEATH THE NORTH DRIVEWAY ENTRANCE.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1562 ***********************************************************************
 DD1562  DESIGNATION -  26 179
 DD1562  PID         -  DD1562
 DD1562  STATE/COUNTY-  SC/HORRY
 DD1562  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1562
 DD1562                         *CURRENT SURVEY CONTROL
 DD1562  ___________________________________________________________________
 DD1562* NAD 83(1986)-  33 41 08.     (N)    078 58 11.     (W)     SCALED    
 DD1562* NAVD 88     -         5.595  (meters)      18.36   (feet)  ADJUSTED  
 DD1562  ___________________________________________________________________
 DD1562  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DD1562  DYNAMIC HT  -           5.589 (meters)      18.34  (feet)  COMP
 DD1562  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
 DD1562
 DD1562  VERT ORDER  -  FIRST     CLASS II
 DD1562
 DD1562.The horizontal coordinates were scaled from a topographic map and have
 DD1562.an estimated accuracy of +/- 6 seconds.
 DD1562
 DD1562.The orthometric height was determined by differential leveling
 DD1562.and adjusted by the National Geodetic Survey in September 2000..
 DD1562
 DD1562.The geoid height was determined by GEOID03.
 DD1562
 DD1562.The dynamic height is computed by dividing the NAVD 88
 DD1562.geopotential number by the normal gravity value computed on the
 DD1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1562.degrees latitude (g = 980.6199 gals.).
 DD1562
 DD1562.The modeled gravity was interpolated from observed gravity values.
 DD1562
 DD1562;                    North         East    Units  Estimated Accuracy
 DD1562;SPC SC       -   207,250.      797,800.      MT  (+/- 180 meters Scaled)
 DD1562
 DD1562                          SUPERSEDED SURVEY CONTROL
 DD1562
 DD1562  NAVD 88 (06/15/91)    5.591  (m)           18.34   (f) UNKNOWN     1 2
 DD1562  NGVD 29 (03/21/89)    5.903  (m)           19.37   (f) ADJUSTED    1 2
 DD1562
 DD1562.Superseded values are not recommended for survey control.
 DD1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1562.See file dsdata.txt to determine how the superseded data were derived.
 DD1562
 DD1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT881291(NAD 83)
 DD1562_MARKER: DD = SURVEY DISK
 DD1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1562_SP_SET: CONCRETE POST
 DD1562_STAMPING: VERT 26 179 1986
 DD1562_MARK LOGO: SCGS  
 DD1562_PROJECTION: RECESSED 10 CENTIMETERS
 DD1562_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1562+STABILITY: SURFACE MOTION
 DD1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1562+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1997
 DD1562
 DD1562  HISTORY     - Date     Condition        Report By
 DD1562  HISTORY     - 1986     MONUMENTED       SCGS
 DD1562  HISTORY     - 19960411 GOOD             SCGS
 DD1562  HISTORY     - 19970707 GOOD             SCGS
 DD1562
 DD1562                          STATION DESCRIPTION
 DD1562
 DD1562'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1562'6.4 KM (4.0 MI) NNW FROM SURFSIDE BEACH.
 DD1562'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1562'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 2.9 KM
 DD1562'(1.8 MI) EAST ALONG STATE HIGHWAY 707, SET NEAR THE SOUTHEAST CORNER
 DD1562'OF A TWO STORY WOODEN AND BRICK HOUSE (BELLAMY RESIDENCE) IN THE
 DD1562'NORTHWEST ANGLE OF BELLAMY LANE, 1.74 METERS (5.71 FT) SOUTHEAST OF
 DD1562'THE SOUTHEAST CORNER OF THE HOUSE, 13.8 METERS (45.28 FT) WEST
 DD1562'SOUTHWEST OF THE CENTER OF BELLAMY LANE, 22.0 METERS (72.18 FT) NORTH
 DD1562'NORTHEAST OF THE CENTER OF THE HIGHWAY, 3.52 METERS (11.55 FT) NORTH
 DD1562'NORTHWEST OF AN 8 INCH MYRTLE OAK TREE, 11.9 METERS (39.04 FT) EAST
 DD1562'NORTHEAST OF A POWER POLE NUMBER 23881/195, 30.0 METERS (98.43 FT)
 DD1562'SOUTH SOUTHEAST OF A POWER POLE 50VV-1 WITH A TRANSFORMER AND A YARD
 DD1562'LIGHT.
 DD1562'THE MARK IS 0.10 M BELOW LANE.
 DD1562
 DD1562                          STATION RECOVERY (1996)
 DD1562
 DD1562'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1562'STATION IS LOCATED 4.8 MILES (7.7 KM) WEST OF MYRTLE BEACH, 11.3 MILES
 DD1562'(18.2 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--UNKNOWN.  TO REACH
 DD1562'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BY-PASS AND STATE
 DD1562'HIGHWAY 707, 4.5 MILES (7.2 KM) WEST SOUTHWEST OF MYRTLE BEACH, GO
 DD1562'NORTH NORTHWEST ON HIGHWAY 707 FOR 0.6 MILE (1.0 KM) TO THE STATION
 DD1562'NEAR A TWO STORY BRICK AND WOODEN HOUSE IN THE NORTHWEST ANGLE OF
 DD1562'BELLAMY LANE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD1562'LEVEL WITH THE ROAD, 5.8 FEET (1.8 M) EAST SOUTHEAST OF THE EAST
 DD1562'CORNER OF THE HOUSE, 45.0 FEET (13.7 M) WEST SOUTHWEST OF THE CENTER
 DD1562'OF BELLAMY LANE, 71.8 FEET (21.9 M) NORTH NORTHEAST OF THE CENTER OF
 DD1562'HIGHWAY 707, 99.5 FEET (30.3 M) SOUTH OF A POWER POLE NUMBER 50VV/1
 DD1562'WITH A SECURITY LIGHT, 11.6 FEET (3.5 M) NORTHWEST OF A 0.8-FOOT
 DD1562'MYRTLE OAK TREE, 57.0 FEET (17.4 M) EAST NORTHEAST OF A POWER POLE
 DD1562'WITH A SCGS REFERENCE WASHER ATTACHED.
 DD1562
 DD1562                          STATION RECOVERY (1997)
 DD1562
 DD1562'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1562'STATION IS LOCATED 5.05 MILES (8.13 KM) WEST OF MYRTLE BEACH, 11.35
 DD1562'MILES (18.27 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--115 BELLAMY
 DD1562'LANE, MYRTLE BEACH, SC 29575.  TO REACH THE STATION FROM THE JUNCTION
 DD1562'OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND STATE HIGHWAY 707
 DD1562'(SOCASTEE BOULEVARD) , 4.2 MILES (6.8 KM) WEST OF MYRTLE BEACH, GO
 DD1562'NORTHWEST ON HIGHWAY 707 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE
 DD1562'RIGHT NEAR THE SOUTHEAST CORNER OF A WOOD AND BRICK HOUSE NUMBER 115
 DD1562'IN THE NORTHWEST ANGLE OF BELLAMY LANE.  STATION IS A CONCRETE POST,
 DD1562'RECESSED 0.2 FOOT (6.1 CM) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY,
 DD1562'72.2 FEET (22.0 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 46.8
 DD1562'FEET (14.3 M) WEST OF THE CENTER OF BELLAMY LANE, 5.6 FEET (1.7 M)
 DD1562'SOUTHEAST OF THE CORNER OF THE HOUSE, 68.8 FEET (21.0 M) NORTH
 DD1562'NORTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 DD1562'BELLAMY LANE, 56.8 FEET (17.3 M) EAST OF A POWER POLE NUMBER 56054
 DD1562'WITH A SCGS REFERENCE WASHER ATTACHED, 43.6 FEET (13.3 M) SOUTH OF THE
 DD1562'SOUTHEAST CORNER OF THE FRONT PORCH OF THE HOUSE.  RECOVERED BY C.E.
 DD1562'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1564 ***********************************************************************
 DD1564  DESIGNATION -  26 180
 DD1564  PID         -  DD1564
 DD1564  STATE/COUNTY-  SC/HORRY
 DD1564  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1564
 DD1564                         *CURRENT SURVEY CONTROL
 DD1564  ___________________________________________________________________
 DD1564* NAD 83(1986)-  33 41 02.     (N)    078 57 33.     (W)     SCALED    
 DD1564* NAVD 88     -         5.116  (meters)      16.78   (feet)  ADJUSTED  
 DD1564  ___________________________________________________________________
 DD1564  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD1564  DYNAMIC HT  -           5.111 (meters)      16.77  (feet)  COMP
 DD1564  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 DD1564
 DD1564  VERT ORDER  -  FIRST     CLASS II
 DD1564
 DD1564.The horizontal coordinates were scaled from a topographic map and have
 DD1564.an estimated accuracy of +/- 6 seconds.
 DD1564
 DD1564.The orthometric height was determined by differential leveling
 DD1564.and adjusted by the National Geodetic Survey in June 1991..
 DD1564
 DD1564.The geoid height was determined by GEOID03.
 DD1564
 DD1564.The dynamic height is computed by dividing the NAVD 88
 DD1564.geopotential number by the normal gravity value computed on the
 DD1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1564.degrees latitude (g = 980.6199 gals.).
 DD1564
 DD1564.The modeled gravity was interpolated from observed gravity values.
 DD1564
 DD1564;                    North         East    Units  Estimated Accuracy
 DD1564;SPC SC       -   207,090.      798,790.      MT  (+/- 180 meters Scaled)
 DD1564
 DD1564                          SUPERSEDED SURVEY CONTROL
 DD1564
 DD1564  NGVD 29 (03/21/89)    5.428  (m)           17.81   (f) ADJUSTED    1 2
 DD1564
 DD1564.Superseded values are not recommended for survey control.
 DD1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1564.See file dsdata.txt to determine how the superseded data were derived.
 DD1564
 DD1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT891289(NAD 83)
 DD1564_MARKER: DD = SURVEY DISK
 DD1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1564_SP_SET: CONCRETE POST
 DD1564_STAMPING: VERT 26 180 1986
 DD1564_MARK LOGO: SCGS  
 DD1564_PROJECTION: RECESSED 3 CENTIMETERS
 DD1564_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1564+STABILITY: SURFACE MOTION
 DD1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1564+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 DD1564
 DD1564  HISTORY     - Date     Condition        Report By
 DD1564  HISTORY     - 1986     MONUMENTED       SCGS
 DD1564  HISTORY     - 19960411 GOOD             SCGS
 DD1564  HISTORY     - 19970616 GOOD             SCGS
 DD1564
 DD1564                          STATION DESCRIPTION
 DD1564
 DD1564'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1564'6.1 KM (3.8 MI) NORTH FROM SURFSIDE BEACH.
 DD1564'2.9 KM (1.8 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1564'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 4.3 KM
 DD1564'(2.7 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS, THENCE 0.2 KM
 DD1564'(0.1 MI) SOUTHEAST ALONG AN ENTRANCE ROAD LEADING TO THE MYRTLE BEACH
 DD1564'AIR FORCE BASE, SET NEAR THE SOUTHWEST CORNER OF A SMALL BRICK
 DD1564'BUILDING (VISITORS RECEPTION CENTER), 1.87 METERS (6.14 FT) SOUTH
 DD1564'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 6.31 METERS
 DD1564'(20.7 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 8.2 METERS
 DD1564'(26.9 FT) EAST NORTHEAST OF A FOUR FOOT WIRE AND BARBED WIRE FENCE,
 DD1564'33.6 METERS (110.24 FT) WEST SOUTHWEST OF THE CENTER OF THE ENTRANCE
 DD1564'ROAD, 3.39 METERS (11.12 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DD1564'SMALL BRICK WATER PUMP SHED, 19.33 METERS (63.42 FT) NORTH OF THE
 DD1564'SOUTH CORNER OF THE FENCE.
 DD1564'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1564
 DD1564                          STATION RECOVERY (1996)
 DD1564
 DD1564'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1564'STATION IS LOCATED 4.2 MILES (6.8 KM) WEST OF MYRTLE BEACH, 11.7 MILES
 DD1564'(18.8 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--UNKNOWN.  TO REACH
 DD1564'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BY-PASS AND STATE
 DD1564'HIGHWAY 707 (SOCASTEE BOULEVARD), 4.5 MILES (7.2 KM) WEST SOUTHWEST OF
 DD1564'MYRTLE BEACH, GO SOUTH SOUTHEAST ON THE OLD ENTRANCE TO THE MYRTLE
 DD1564'BEACH AIR FORCE BASE FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT
 DD1564'NEAR AN UNUSED VISITORS RECEPTION BUILDING FOR THE MYRTLE BEACH
 DD1564'JETPORT.  STATION IS A CONCRETE POST FLUSH AND LEVEL WITH THE ENTRANCE
 DD1564'ROAD, 6.2 FEET (1.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DD1564'BUILDING, 124.5 FEET (37.9 M) WEST SOUTHWEST OF THE CENTER OF THE
 DD1564'ENTRANCE ROAD, 62.2 FEET (19.0 M) NORTH NORTHWEST OF THE NORTHEAST
 DD1564'CORNER OF A POST SURROUNDING A GAS JUNCTION, 11.2 FEET (3.4 M)
 DD1564'SOUTHEAST OF THE EAST CORNER OF THE SMALL BRICK PUMP HOUSE, 26.7 FEET
 DD1564'(8.1 M) EAST NORTHEAST OF A WITNESS POST ALONG A FENCE LINE.
 DD1564
 DD1564                          STATION RECOVERY (1997)
 DD1564
 DD1564'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1564'STATION IS LOCATED 4.4 MILES (7.1 KM) WEST OF MYRTLE BEACH, 11.7 MILES
 DD1564'(18.8 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--MYRTLE BEACH AIR
 DD1564'FORCE BASE REDEVELOP CORPORATION, 1063 HOWARD PARKWAY, MYRTLE BEACH,
 DD1564'SC 29577, PHONE 803-238-0681, CONTACT-FRED GLOVER OR BUDDY STYERS. TO
 DD1564'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 (MARK GARNER
 DD1564'HIGHWAY) , STATE HIGHWAY 707 (SOCASTEE BOULEVARD) AND PHYLLIS
 DD1564'BOULEVARD, 4.2 MILES (6.8 KM) WEST OF MYRTLE BEACH, GO SOUTHEAST ON
 DD1564'PHYLLIS BOULEVARD TO THE OLD MYRTLE BEACH AIR FORCE BASE FOR 0.05 MILE
 DD1564'(0.08 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER OF A
 DD1564'SMALL BRICK BUILDING (VISITORS RECEPTION CENTER) NUMBER 591. STATION
 DD1564'IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) , 6.3 FEET (1.9 M)
 DD1564'SOUTHWEST OF THE CORNER OF THE BUILDING, 11.0 FEET (3.4 M) SOUTHEAST
 DD1564'OF THE SOUTHEAST CORNER OF A BRICK WELL HOUSE, 62.2 FEET (19.0 M)
 DD1564'NORTH NORTHWEST OF THE NORTH CORNER OF A CHAIN LINK FENCE SURROUNDING
 DD1564'A NATURAL GAS LINE APPARATUS, 124.2 FEET (37.9 M) WEST SOUTHWEST OF A
 DD1564'METAL STREET LIGHT POLE IN THE MEDIAN OF THE ENTRANCE ROAD, 26.8 FEET
 DD1564'(8.2 M) EAST NORTHEAST WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1569 ***********************************************************************
 DD1569  DESIGNATION -  26 181
 DD1569  PID         -  DD1569
 DD1569  STATE/COUNTY-  SC/HORRY
 DD1569  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1569
 DD1569                         *CURRENT SURVEY CONTROL
 DD1569  ___________________________________________________________________
 DD1569* NAD 83(1986)-  33 40 28.     (N)    078 58 01.     (W)     SCALED    
 DD1569* NAVD 88     -         3.671  (meters)      12.04   (feet)  ADJUSTED  
 DD1569  ___________________________________________________________________
 DD1569  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DD1569  DYNAMIC HT  -           3.667 (meters)      12.03  (feet)  COMP
 DD1569  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 DD1569
 DD1569  VERT ORDER  -  FIRST     CLASS II
 DD1569
 DD1569.The horizontal coordinates were scaled from a topographic map and have
 DD1569.an estimated accuracy of +/- 6 seconds.
 DD1569
 DD1569.The orthometric height was determined by differential leveling
 DD1569.and adjusted by the National Geodetic Survey in June 1991..
 DD1569
 DD1569.The geoid height was determined by GEOID03.
 DD1569
 DD1569.The dynamic height is computed by dividing the NAVD 88
 DD1569.geopotential number by the normal gravity value computed on the
 DD1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1569.degrees latitude (g = 980.6199 gals.).
 DD1569
 DD1569.The modeled gravity was interpolated from observed gravity values.
 DD1569
 DD1569;                    North         East    Units  Estimated Accuracy
 DD1569;SPC SC       -   206,030.      798,090.      MT  (+/- 180 meters Scaled)
 DD1569
 DD1569                          SUPERSEDED SURVEY CONTROL
 DD1569
 DD1569  NGVD 29 (03/21/89)    3.983  (m)           13.07   (f) ADJUSTED    1 2
 DD1569
 DD1569.Superseded values are not recommended for survey control.
 DD1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1569.See file dsdata.txt to determine how the superseded data were derived.
 DD1569
 DD1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT884279(NAD 83)
 DD1569_MARKER: DD = SURVEY DISK
 DD1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1569_SP_SET: CONCRETE POST
 DD1569_STAMPING: VERT 26 181 1986
 DD1569_MARK LOGO: SCGS  
 DD1569_PROJECTION: RECESSED 15 CENTIMETERS
 DD1569_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1569
 DD1569  HISTORY     - Date     Condition        Report By
 DD1569  HISTORY     - 1986     MONUMENTED       SCGS
 DD1569  HISTORY     - 19970616 GOOD             SCGS
 DD1569
 DD1569                          STATION DESCRIPTION
 DD1569
 DD1569'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1569'6.0 KM (3.1 MI) NORTH FROM SURFSIDE BEACH.
 DD1569'2.9 KM (1.8 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1569'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 2.95 KM
 DD1569'(1.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS, SET NEAR THE
 DD1569'SOUTHEAST CORNER OF A BRICK BUILDING (DR. STEPHEN M. AIKEN, GENERAL
 DD1569'DENTISTRY), 5.75 METERS (18.86 FT) NORTHEAST OF THE EDGE OF A DRAINAGE
 DD1569'CANAL, 3.45 METERS (11.32 FT) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER
 DD1569'OF THE BUILDING, 14.94 METERS (49.02 FT) SOUTHEAST OF THE SOUTHWEST
 DD1569'CORNER OF THE BUILDING, 65.45 METERS (214.73 FT) WEST NORTHWEST OF THE
 DD1569'SOUTHBOUND LANES OF THE HIGHWAY, 34.3 METERS (112.53 FT) WEST
 DD1569'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A METER BOX.
 DD1569'THE MARK IS 0.50 M BELOW HIGHWAY.
 DD1569
 DD1569                          STATION RECOVERY (1997)
 DD1569
 DD1569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1569'STATION IS LOCATED 4.75 MILES (7.64 KM) WEST SOUTHWEST OF MYRTLE
 DD1569'BEACH.  OWNERSHIP--STEPHEN M.  AIKEN, D.M.D., 4932 HIGHWAY 17 BY-PASS
 DD1569'SOUTH, MYRTLE BEACH, SC 29577.  TO REACH THE STATION FROM THE JUNCTION
 DD1569'OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND STATE HIGHWAY 707
 DD1569'(SOCASTEE BOULEVARD) , 4.2 MILES (6.8 KM) WEST OF MYRTLE BEACH, GO
 DD1569'SOUTHWEST ON HIGHWAY 17 FOR 0.55 MILES (0.89 KM) TO A ROAD RIGHT
 DD1569'(ENTRANCE TO PALMETTO POINTE, STONEBRIDGE SUBDIVISION) , TURN RIGHT,
 DD1569'THEN LEFT ON FRONTAGE ROAD FOR 0.25 MILE (0.40 KM) TO THE STATION ON
 DD1569'THE RIGHT NEAR THE SOUTHEAST CORNER OF A BRICK OFFICE BUILDING (DR.
 DD1569'STEPHEN M.  AIKEN, GENERAL DENTISTRY) .  STATION IS A CONCRETE POST
 DD1569'RECESSED 0.4 FOOT (12.2 CM) AND 0.6 FOOT (18.3 CM) BELOW A SIDEWALK,
 DD1569'123.2 FEET (37.6 M) WEST NORTHWEST OF THE CENTER OF THE FRONTAGE ROAD,
 DD1569'11.3 FEET (3.4 M) SOUTHWEST OF THE CORNER OF THE BUILDING, 1.7 FEET
 DD1569'(0.5 M) SOUTH SOUTHWEST OF THE SOUTH SIDE OF A BRICK WALL FOR A
 DD1569'WHEELCHAIR RAMP, 19.0 FEET (5.8 M) WEST NORTHWEST OF THE WEST EDGE OF
 DD1569'A SIDEWALK, 11.9 FEET (3.6 M) NORTH NORTHEAST OF A WITNESS POST.
 DD1569'RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1568 ***********************************************************************
 DD1568  DESIGNATION -  26 182
 DD1568  PID         -  DD1568
 DD1568  STATE/COUNTY-  SC/HORRY
 DD1568  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1568
 DD1568                         *CURRENT SURVEY CONTROL
 DD1568  ___________________________________________________________________
 DD1568* NAD 83(1986)-  33 39 36.     (N)    078 58 22.     (W)     SCALED    
 DD1568* NAVD 88     -         5.601  (meters)      18.38   (feet)  ADJUSTED  
 DD1568  ___________________________________________________________________
 DD1568  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DD1568  DYNAMIC HT  -           5.596 (meters)      18.36  (feet)  COMP
 DD1568  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 DD1568
 DD1568  VERT ORDER  -  FIRST     CLASS II
 DD1568
 DD1568.The horizontal coordinates were scaled from a topographic map and have
 DD1568.an estimated accuracy of +/- 6 seconds.
 DD1568
 DD1568.The orthometric height was determined by differential leveling
 DD1568.and adjusted by the National Geodetic Survey in June 1991..
 DD1568
 DD1568.The geoid height was determined by GEOID03.
 DD1568
 DD1568.The dynamic height is computed by dividing the NAVD 88
 DD1568.geopotential number by the normal gravity value computed on the
 DD1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1568.degrees latitude (g = 980.6199 gals.).
 DD1568
 DD1568.The modeled gravity was interpolated from observed gravity values.
 DD1568
 DD1568;                    North         East    Units  Estimated Accuracy
 DD1568;SPC SC       -   204,410.      797,580.      MT  (+/- 180 meters Scaled)
 DD1568
 DD1568                          SUPERSEDED SURVEY CONTROL
 DD1568
 DD1568  NGVD 29 (03/21/89)    5.914  (m)           19.40   (f) ADJUSTED    1 2
 DD1568
 DD1568.Superseded values are not recommended for survey control.
 DD1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1568.See file dsdata.txt to determine how the superseded data were derived.
 DD1568
 DD1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT879263(NAD 83)
 DD1568_MARKER: DD = SURVEY DISK
 DD1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1568_SP_SET: CONCRETE POST
 DD1568_STAMPING: VERT 26 182 1986
 DD1568_MARK LOGO: SCGS  
 DD1568_PROJECTION: FLUSH
 DD1568_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1568+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 DD1568
 DD1568  HISTORY     - Date     Condition        Report By
 DD1568  HISTORY     - 1986     MONUMENTED       SCGS
 DD1568  HISTORY     - 19970616 GOOD             SCGS
 DD1568
 DD1568                          STATION DESCRIPTION
 DD1568
 DD1568'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1568'3.7 KM (2.3 MI) NNW FROM SURFSIDE BEACH.
 DD1568'2.9 KM (1.8 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1568'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 1.3 KM
 DD1568'(0.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS, SET NEAR A POWER
 DD1568'LINE STUB POLE, 22.5 METERS (73.82 FT) EAST SOUTHEAST OF THE CENTER OF
 DD1568'THE NORTHBOUND LANES OF THE HIGHWAY, 59.42 METERS (194.95 FT) SOUTH
 DD1568'SOUTHWEST OF THE CENTER OF A CHAIN LINK FENCE GATE, 0.83 METER
 DD1568'(2.72 FT) NORTH NORTHEAST OF THE STUB POLE, 0.57 METER (1.87 FT) WEST
 DD1568'NORTHWEST OF A CHAIN LINK FENCE.
 DD1568'THE MARK IS 0.75 METERS  W FROM A WITNESS POST.
 DD1568'THE MARK IS 1.50 M BELOW HIGHWAY.
 DD1568
 DD1568                          STATION RECOVERY (1997)
 DD1568
 DD1568'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1568'STATION IS LOCATED 3.75 MILES (6.03 KM) NORTH OF SURFSIDE BEACH, 12.95
 DD1568'MILES (20.84 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD1568'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1568'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 DD1568'HIGHWAY 17 (MARK GARNER HIGHWAY) AND STATE HIGHWAY 544 (DICK POND
 DD1568'ROAD) , 3.1 MILES (5.0 KM) NORTH NORTHWEST OF SURFSIDE BEACH, GO
 DD1568'NORTHEAST ON HIGHWAY 17 FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE
 DD1568'RIGHT NEAR A POWER LINE STUB POLE.  STATION IS A CONCRETE POST
 DD1568'RECESSED 0.2 FOOT (6.1 CM) AND 5.0 FEET (1.5 M) BELOW THE HIGHWAY,
 DD1568'73.6 FEET (22.4 M) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 DD1568'THE HIGHWAY, 2.9 FEET (0.9 M) NORTH NORTHEAST OF THE STUB POLE NUMBER
 DD1568'55310, 185.2 FEET (56.4 M) SOUTHWEST OF THE SOUTH GATE POST IN A CHAIN
 DD1568'LINK FENCE, 1.9 FEET (0.6 M) NORTHWEST OF A CHAIN LINK FENCE, 2.5 FEET
 DD1568'(0.8 M) WEST OF A WITNESS POST IN A CHAIN LINK FENCE LINE. RECOVERED
 DD1568'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1565 ***********************************************************************
 DD1565  DESIGNATION -  26 183
 DD1565  PID         -  DD1565
 DD1565  STATE/COUNTY-  SC/HORRY
 DD1565  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1565
 DD1565                         *CURRENT SURVEY CONTROL
 DD1565  ___________________________________________________________________
 DD1565* NAD 83(1986)-  33 38 42.     (N)    078 58 28.     (W)     SCALED    
 DD1565* NAVD 88     -         6.608  (meters)      21.68   (feet)  ADJUSTED  
 DD1565  ___________________________________________________________________
 DD1565  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DD1565  DYNAMIC HT  -           6.601 (meters)      21.66  (feet)  COMP
 DD1565  MODELED GRAV-     979,604.5   (mgal)                       NAVD 88
 DD1565
 DD1565  VERT ORDER  -  FIRST     CLASS II
 DD1565
 DD1565.The horizontal coordinates were scaled from a topographic map and have
 DD1565.an estimated accuracy of +/- 6 seconds.
 DD1565
 DD1565.The orthometric height was determined by differential leveling
 DD1565.and adjusted by the National Geodetic Survey in June 1991..
 DD1565
 DD1565.The geoid height was determined by GEOID03.
 DD1565
 DD1565.The dynamic height is computed by dividing the NAVD 88
 DD1565.geopotential number by the normal gravity value computed on the
 DD1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1565.degrees latitude (g = 980.6199 gals.).
 DD1565
 DD1565.The modeled gravity was interpolated from observed gravity values.
 DD1565
 DD1565;                    North         East    Units  Estimated Accuracy
 DD1565;SPC SC       -   202,750.      797,460.      MT  (+/- 180 meters Scaled)
 DD1565
 DD1565                          SUPERSEDED SURVEY CONTROL
 DD1565
 DD1565  NGVD 29 (03/21/89)    6.921  (m)           22.71   (f) ADJUSTED    1 2
 DD1565
 DD1565.Superseded values are not recommended for survey control.
 DD1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1565.See file dsdata.txt to determine how the superseded data were derived.
 DD1565
 DD1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT878246(NAD 83)
 DD1565_MARKER: DD = SURVEY DISK
 DD1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1565_SP_SET: CONCRETE POST
 DD1565_STAMPING: VERT 26 183 1986
 DD1565_MARK LOGO: SCGS  
 DD1565_PROJECTION: FLUSH
 DD1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1565
 DD1565  HISTORY     - Date     Condition        Report By
 DD1565  HISTORY     - 1986     MONUMENTED       SCGS
 DD1565  HISTORY     - 19970630 MARK NOT FOUND   SCGS
 DD1565
 DD1565                          STATION DESCRIPTION
 DD1565
 DD1565'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1565'2.15 KM (1.35 MI) NNW FROM SURFSIDE BEACH.
 DD1565'2.15 KM (1.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1565'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 0.2 KM
 DD1565'(0.1 MI) SOUTHWEST ALONG A SAND DRIVE LEADING TO KATES ROCKING-K
 DD1565'QUARTER HORSE RANCH, SET NEAR A LONE SYCAMORE TREE, 0.68 METER
 DD1565'(2.23 FT) NORTH NORTHEAST OF THE GUY WIRE ANCHOR OF A POWER LINE STUB
 DD1565'POLE, 23.1 METERS (75.79 FT) NORTH NORTHEAST OF THE EXTENDED CENTER OF
 DD1565'A SAND DRIVE, 12.9 METERS (42.32 FT) SOUTHEAST OF THE CENTER OF THE
 DD1565'SAND DRIVE, 6.1 METERS (20.01 FT) SOUTH SOUTHWEST OF THE 18 INCH
 DD1565'SYCAMORE TREE, 6.3 METERS (20.67 FT) NORTH NORTHWEST OF A 18 INCH PINE
 DD1565'TREE, 5.15 METERS (16.9 FT) EAST SOUTHEAST OF THE STUB POLE NUMBER
 DD1565'68004.
 DD1565'THE MARK IS 0.25 METERS  WNW FROM A WITNESS POST.
 DD1565'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 DD1565
 DD1565                          STATION RECOVERY (1997)
 DD1565
 DD1565'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1565'NOT RECOVERED, REMAINING REFERENCES ARE POOR, AREA IS BEING DEVELOPED,
 DD1565'SEARCHED 15 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1566 ***********************************************************************
 DD1566  DESIGNATION -  26 184
 DD1566  PID         -  DD1566
 DD1566  STATE/COUNTY-  SC/HORRY
 DD1566  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1566
 DD1566                         *CURRENT SURVEY CONTROL
 DD1566  ___________________________________________________________________
 DD1566* NAD 83(1986)-  33 38 24.     (N)    078 58 15.     (W)     SCALED    
 DD1566* NAVD 88     -         6.860  (meters)      22.51   (feet)  ADJUSTED  
 DD1566  ___________________________________________________________________
 DD1566  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DD1566  DYNAMIC HT  -           6.853 (meters)      22.48  (feet)  COMP
 DD1566  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 DD1566
 DD1566  VERT ORDER  -  FIRST     CLASS II
 DD1566
 DD1566.The horizontal coordinates were scaled from a topographic map and have
 DD1566.an estimated accuracy of +/- 6 seconds.
 DD1566
 DD1566.The orthometric height was determined by differential leveling
 DD1566.and adjusted by the National Geodetic Survey in June 1991..
 DD1566
 DD1566.The geoid height was determined by GEOID03.
 DD1566
 DD1566.The dynamic height is computed by dividing the NAVD 88
 DD1566.geopotential number by the normal gravity value computed on the
 DD1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1566.degrees latitude (g = 980.6199 gals.).
 DD1566
 DD1566.The modeled gravity was interpolated from observed gravity values.
 DD1566
 DD1566;                    North         East    Units  Estimated Accuracy
 DD1566;SPC SC       -   202,200.      797,800.      MT  (+/- 180 meters Scaled)
 DD1566
 DD1566                          SUPERSEDED SURVEY CONTROL
 DD1566
 DD1566  NGVD 29 (03/21/89)    7.173  (m)           23.53   (f) ADJUSTED    1 2
 DD1566
 DD1566.Superseded values are not recommended for survey control.
 DD1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1566.See file dsdata.txt to determine how the superseded data were derived.
 DD1566
 DD1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT881240(NAD 83)
 DD1566_MARKER: DD = SURVEY DISK
 DD1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1566_SP_SET: CONCRETE POST
 DD1566_STAMPING: VERT 26 184 1986
 DD1566_MARK LOGO: SCGS  
 DD1566_PROJECTION: RECESSED 7 CENTIMETERS
 DD1566_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1566+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 DD1566
 DD1566  HISTORY     - Date     Condition        Report By
 DD1566  HISTORY     - 1986     MONUMENTED       SCGS
 DD1566  HISTORY     - 19970630 GOOD             SCGS
 DD1566
 DD1566                          STATION DESCRIPTION
 DD1566
 DD1566'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1566'IN SURFSIDE BEACH.
 DD1566'1.5 KM (0.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1566'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 0.2 KM
 DD1566'(0.1 MI) SOUTHWEST ALONG GIBSON AVENUE (ENTRANCE TO DEERFIELD
 DD1566'PLANTATION), SET NEAR THE SOUTH CORNER OF A BRICK AND WOODEN HOUSE,
 DD1566'2.84 METERS (9.32 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE HOUSE,
 DD1566'8.38 METERS (27.49 FT) WEST NORTHWEST OF THE SOUTH CORNER OF THE
 DD1566'HOUSE, 4.95 METERS (16.24 FT) NORTH NORTHWEST OF A 16 INCH OAK TREE,
 DD1566'13.0 METERS (42.65 FT) EAST NORTHEAST OF A 14 INCH PINE TREE,
 DD1566'25.95 METERS (85.14 FT) EAST SOUTHEAST OF THE CENTER OF THE AVENUE.
 DD1566'THE MARK IS ABOVE LEVEL WITH AVENUE.
 DD1566
 DD1566                          STATION RECOVERY (1997)
 DD1566
 DD1566'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1566'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTH OF SURFSIDE BEACH, 14.30
 DD1566'MILES (23.01 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--GARRET
 DD1566'DENBRAUEN, 713 13TH AVENUE NORTH, SURFSIDE BEACH, SC 29575, PHONE
 DD1566'803-238-5700.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1566'17 BUSINESS (HIGHWAY 17) AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.7
 DD1566'MILES (2.7 KM) NORTH OF SURFSIDE BEACH, GO NORTH ON HIGHWAY 544 FOR
 DD1566'0.95 MILE (1.53 KM) TO A ROAD LEFT (GIBSON AVENUE) , TURN LEFT ON
 DD1566'GIBSON AVENUE FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR
 DD1566'THE WEST CORNER OF A BRICK AND WOOD SIDED HOUSE NUMBER 1873.  STATION
 DD1566'IS A CONCRETE POST, RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE
 DD1566'ROAD, 85.0 FEET (25.9 M) EAST OF THE CENTER OF GIBSON AVENUE, 2.7 FEET
 DD1566'(0.8 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF A WALL EXTENDING
 DD1566'SOUTHWEST FROM THE WEST CORNER OF THE HOUSE, 27.2 FEET (8.3 M) WEST
 DD1566'NORTHWEST OF THE SOUTH CORNER OF THE HOUSE, 53.5 FEET (16.3 M) NORTH
 DD1566'NORTHEAST OF THE NORTHWEST CORNER OF A WOOD SIDED PATIO STYLE HOME
 DD1566'WITH BRICK FRONT, 70.1 FEET (21.4 M) EAST NORTHEAST OF THE NORTHEAST
 DD1566'CORNER OF TRANSFORMER BOX NUMBER B/22.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1567 ***********************************************************************
 DD1567  DESIGNATION -  26 185
 DD1567  PID         -  DD1567
 DD1567  STATE/COUNTY-  SC/HORRY
 DD1567  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1567
 DD1567                         *CURRENT SURVEY CONTROL
 DD1567  ___________________________________________________________________
 DD1567* NAD 83(1986)-  33 38 06.     (N)    078 58 00.     (W)     SCALED    
 DD1567* NAVD 88     -         9.763  (meters)      32.03   (feet)  ADJUSTED  
 DD1567  ___________________________________________________________________
 DD1567  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DD1567  DYNAMIC HT  -           9.752 (meters)      31.99  (feet)  COMP
 DD1567  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 DD1567
 DD1567  VERT ORDER  -  FIRST     CLASS II
 DD1567
 DD1567.The horizontal coordinates were scaled from a topographic map and have
 DD1567.an estimated accuracy of +/- 6 seconds.
 DD1567
 DD1567.The orthometric height was determined by differential leveling
 DD1567.and adjusted by the National Geodetic Survey in June 1991..
 DD1567
 DD1567.The geoid height was determined by GEOID03.
 DD1567
 DD1567.The dynamic height is computed by dividing the NAVD 88
 DD1567.geopotential number by the normal gravity value computed on the
 DD1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1567.degrees latitude (g = 980.6199 gals.).
 DD1567
 DD1567.The modeled gravity was interpolated from observed gravity values.
 DD1567
 DD1567;                    North         East    Units  Estimated Accuracy
 DD1567;SPC SC       -   201,650.      798,200.      MT  (+/- 180 meters Scaled)
 DD1567
 DD1567                          SUPERSEDED SURVEY CONTROL
 DD1567
 DD1567  NGVD 29 (03/21/89)   10.075  (m)           33.05   (f) ADJUSTED    1 2
 DD1567
 DD1567.Superseded values are not recommended for survey control.
 DD1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1567.See file dsdata.txt to determine how the superseded data were derived.
 DD1567
 DD1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT885235(NAD 83)
 DD1567_MARKER: DD = SURVEY DISK
 DD1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1567_SP_SET: CONCRETE POST
 DD1567_STAMPING: VERT 26 185 1986
 DD1567_MARK LOGO: SCGS  
 DD1567_PROJECTION: RECESSED 15 CENTIMETERS
 DD1567_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1567+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD1567
 DD1567  HISTORY     - Date     Condition        Report By
 DD1567  HISTORY     - 1986     MONUMENTED       SCGS
 DD1567  HISTORY     - 19970630 GOOD             SCGS
 DD1567  HISTORY     - 20021118 GOOD             USPSQD
 DD1567  HISTORY     - 20050822 GOOD             USPSQD
 DD1567  HISTORY     - 20060822 GOOD             USPSQD
 DD1567
 DD1567                          STATION DESCRIPTION
 DD1567
 DD1567'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1567'IN SURFSIDE BEACH.
 DD1567'0.8 KM (0.5 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1567'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 0.2 KM
 DD1567'(0.1 MI) SOUTHWEST ALONG CROOKED PINE DRIVE (ENTRANCE TO DEERFIELD
 DD1567'PLANTATION), SET NEAR THE NORTH CORNER OF A LARGE TWO STORY WOODEN
 DD1567'HOUSE IN THE EAST ANGLE OF BAY TREE LANE, 14.2 METERS (46.59 FT) NORTH
 DD1567'OF THE NORTH CORNER OF THE HOUSE, 7.34 METERS (24.08 FT) SOUTH
 DD1567'SOUTHWEST OF A FIRE HYDRANT, 37.55 METERS (123.2 FT) EAST NORTHEAST OF
 DD1567'THE CENTER OF BAY TREE LANE, 15.65 METERS (51.35 FT) SOUTH SOUTHEAST
 DD1567'OF THE CENTER OF CROOKED PINE DRIVE, 19.05 METERS (62.5 FT) WEST OF
 DD1567'THE NORTHWEST CORNER OF A BRICK CHIMNEY OF A WOODEN HOUSE.
 DD1567'THE MARK IS 0.10 M BELOW DRIVE.
 DD1567
 DD1567                          STATION RECOVERY (1997)
 DD1567
 DD1567'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1567'STATION IS LOCATED 2.05 MILES (3.30 KM) NORTH NORTHEAST OF SURFSIDE
 DD1567'BEACH, 14.70 MILES (23.66 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--D.
 DD1567'ANTONI, 1877 BAY TREE LANE, MYRTLE BEACH, SC 29XXX.  TO REACH THE
 DD1567'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 BUSINESS (HIGHWAY 17)
 DD1567'AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.7 MILES (2.7 KM) NORTHEAST
 DD1567'OF SURFSIDE BEACH, GO NORTH ON HIGHWAY 544 FOR 0.5 MILE (0.8 KM) TO A
 DD1567'ROAD LEFT (CROOKED PINE DRIVE) , TURN LEFT ON CROOKED PINE DRIVE FOR
 DD1567'0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A FIRE HYDRANT.
 DD1567'STATION IS A CONCRETE POST, RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DD1567'CROOKED PINE DRIVE, 24.0 FEET (7.3 M) SOUTH SOUTHWEST OF A FIRE
 DD1567'HYDRANT, 52.0 FEET (15.8 M) SOUTH SOUTHEAST OF THE CENTER OF CROOKED
 DD1567'PINE DRIVE, 46.5 FEET (14.2 M) NORTH OF THE NORTH CORNER OF A TWO
 DD1567'STORY WOOD SIDED HOUSE NUMBER 1877, 20.5 EAST NORTHEAST OF THE EAST
 DD1567'EDGE OF THE DRIVEWAY LEADING TO THE HOUSE, 20.7 FEET (6.3 M) SOUTH
 DD1567'SOUTHEAST OF THE SOUTH CORNER OF A TRANSFORMER BOX AO/T29, 32.4 FEET
 DD1567'(9.9 M) WEST SOUTHWEST OF THE SOUTHWEST EDGE OF A DRIVEWAY LEADING TO
 DD1567'HOUSE NUMBER 1885.  RECOVERED BY C.E.  GEOGHEGAN.
 DD1567
 DD1567                          STATION RECOVERY (2002)
 DD1567
 DD1567'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1567'HOUSES IN DESCRIPTION ARE ON BAY TREE LANE SAME ADDRESS NOT CROOKED
 DD1567'PINE DRIVE.
 DD1567
 DD1567                          STATION RECOVERY (2005)
 DD1567
 DD1567'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1567'RECOVERED IN GOOD CONDITION.
 DD1567
 DD1567                          STATION RECOVERY (2006)
 DD1567
 DD1567'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1571 ***********************************************************************
 DD1571  DESIGNATION -  26 186
 DD1571  PID         -  DD1571
 DD1571  STATE/COUNTY-  SC/HORRY
 DD1571  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1571
 DD1571                         *CURRENT SURVEY CONTROL
 DD1571  ___________________________________________________________________
 DD1571* NAD 83(1986)-  33 41 17.     (N)    078 57 05.     (W)     SCALED    
 DD1571* NAVD 88     -         4.059  (meters)      13.32   (feet)  ADJUSTED  
 DD1571  ___________________________________________________________________
 DD1571  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD1571  DYNAMIC HT  -           4.054 (meters)      13.30  (feet)  COMP
 DD1571  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 DD1571
 DD1571  VERT ORDER  -  FIRST     CLASS II
 DD1571
 DD1571.The horizontal coordinates were scaled from a topographic map and have
 DD1571.an estimated accuracy of +/- 6 seconds.
 DD1571
 DD1571.The orthometric height was determined by differential leveling
 DD1571.and adjusted by the National Geodetic Survey in September 2000..
 DD1571.No vertical observational check was made to the station.
 DD1571
 DD1571.The geoid height was determined by GEOID03.
 DD1571
 DD1571.The dynamic height is computed by dividing the NAVD 88
 DD1571.geopotential number by the normal gravity value computed on the
 DD1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1571.degrees latitude (g = 980.6199 gals.).
 DD1571
 DD1571.The modeled gravity was interpolated from observed gravity values.
 DD1571
 DD1571;                    North         East    Units  Estimated Accuracy
 DD1571;SPC SC       -   207,560.      799,500.      MT  (+/- 180 meters Scaled)
 DD1571
 DD1571                          SUPERSEDED SURVEY CONTROL
 DD1571
 DD1571  NAVD 88 (06/15/91)    4.064  (m)           13.33   (f) UNKNOWN     1 2
 DD1571  NGVD 29 (03/21/89)    4.375  (m)           14.35   (f) ADJUSTED    1 2
 DD1571
 DD1571.Superseded values are not recommended for survey control.
 DD1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1571.See file dsdata.txt to determine how the superseded data were derived.
 DD1571
 DD1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT898294(NAD 83)
 DD1571_MARKER: DD = SURVEY DISK
 DD1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1571_SP_SET: CONCRETE POST
 DD1571_STAMPING: VERT 26 186 1986
 DD1571_MARK LOGO: SCGS  
 DD1571_PROJECTION: PROJECTING 15 CENTIMETERS
 DD1571_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1571+STABILITY: SURFACE MOTION
 DD1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1571+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 DD1571
 DD1571  HISTORY     - Date     Condition        Report By
 DD1571  HISTORY     - 1986     MONUMENTED       SCGS
 DD1571  HISTORY     - 19960411 GOOD             SCGS
 DD1571  HISTORY     - 19970616 GOOD             SCGS
 DD1571
 DD1571                          STATION DESCRIPTION
 DD1571
 DD1571'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1571'3.5 KM (2.2 MI) NNW FROM SURFSIDE BEACH.
 DD1571'2.9 KM (1.8 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1571'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 4.8 KM
 DD1571'(3.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS, THENCE 0.1 KM
 DD1571'(0.05 MI) SOUTHEAST ALONG A CROSSOVER ROAD, THENCE 0.5 KM (0.3 MI)
 DD1571'NORTHEASTERLY ALONG A FRONTAGE ROAD, THENCE 0.2 KM (0.1 MI) SOUTHEAST
 DD1571'ALONG A SAND DRIVE LEADING TO A SANTEE COOPER SUBSTATION, SET NEAR THE
 DD1571'NORTHWEST CORNER OF A CHAIN LINK FENCE THAT SURROUNDS THE SUBSTATION,
 DD1571'0.47 METER (1.54 FT) WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DD1571'FENCE, 4.5 METERS (14.76 FT) EAST SOUTHEAST OF A MAJOR POWER POLE
 DD1571'NUMBER 2 WITH SIX GUY WIRES, 9.45 METERS (31.0 FT) WEST OF THE CENTER
 DD1571'OF THE SAND DRIVE, 27.2 METERS (89.24 FT) SOUTH OF A MAJOR POWER POLE
 DD1571'SUPPORTING SEVEN MAJOR POWER LINES.
 DD1571'THE MARK IS 0.35 METERS  WSW FROM A WITNESS POST.
 DD1571
 DD1571                          STATION RECOVERY (1996)
 DD1571
 DD1571'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1571'STATION IS LOCATED 3.7 MILES (6.0 KM) WEST OF MYRTLE BEACH, 11.6 MILES
 DD1571'(18.7 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SANTEE COOPER.  TO
 DD1571'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BY-PASS AND
 DD1571'STATE HIGHWAY 707 (SOCASTEE BOULEVARD), 4.5 MILES (7.2 KM) WEST
 DD1571'SOUTHWEST OF MYRTLE BEACH, GO EAST NORTHEAST ON HIGHWAY 17 FOR 0.35
 DD1571'MILE (0.56 KM) TO THE JUNCTION OF EMORY DRIVE RIGHT, TURN RIGHT ON
 DD1571'EMORY DRIVE FOR 0.05 MILE (0.08 KM) TO OLD SOCASTEE HIGHWAY, TURN LEFT
 DD1571'ON OLD SOCASTEE HIGHWAY FOR 0.3 MILE (0.5 KM) TO A DIRT DRIVE RIGHT
 DD1571'WITH GATE LEADING TO SANTEE COOPER SUBSTATION, TURN RIGHT ON DRIVE FOR
 DD1571'0.05 MILE (0.08 KM) TO THE STATION ON THE WEST SIDE OF THE SUBSTATION.
 DD1571'STATION IS A CONCRETE POST PROJECTING 0.5 FOOT (15.2 CM) AND 0.5 FOOT
 DD1571'(15.2 CM) ABOVE THE DIRT DRIVE, 1.7 FEET (0.5 M) WEST NORTHWEST OF THE
 DD1571'NORTHWEST CORNER OF THE FENCE SURROUNDING THE SUBSTATION, 14.7 FEET
 DD1571'(4.5 M) EAST SOUTHEAST OF A MAJOR POWER POLE NUMBER 2, 30.8 FEET (9.4
 DD1571'M) WEST OF THE CENTER OF THE DRIVE, 1.3 FEET (0.4 M) SOUTHWEST OF A
 DD1571'WITNESS POST AT FENCE CORNER.
 DD1571
 DD1571                          STATION RECOVERY (1997)
 DD1571
 DD1571'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1571'STATION IS LOCATED 3.95 MILES (6.36 KM) WEST OF MYRTLE BEACH, 11.7
 DD1571'MILES (18.8 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SANTEE COOPER, PHONE
 DD1571'803-448-3070.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1571'17 (MARK GARNER) AND STATE HIGHWAY 707 (SOCASTEE BOULEVARD) , 4.2
 DD1571'MILES (6.8 KM) WEST OF MYRTLE BEACH, GO NORTHEAST ON HIGHWAY 17 FOR
 DD1571'0.3 MILES (0.5 KM) TO A ROAD RIGHT (EMORY ROAD) , TURN RIGHT ON EMORY
 DD1571'ROAD FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 634 (OLD
 DD1571'SOCASTEE HIGHWAY) , TURN LEFT ON ROAD 634 FOR 0.3 MILE (0.5 KM) TO A
 DD1571'SAND ROAD RIGHT LEADING TO AN ELECTRIC SUB STATION, TURN RIGHT ON SAND
 DD1571'ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR THE
 DD1571'NORTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING RACEPATH
 DD1571'SUBSTATION.  STATION IS A CONCRETE POST, PROJECTING 0.3 FOOT, (9.1 CM)
 DD1571'31.3 FEET (9.5 M) WEST NORTHWEST OF THE CENTER OF THE SAND ROAD, 21.0
 DD1571'FEET (6.4 M) WEST NORTHWEST OF THE WEST GATE POST OF THE CHAIN LINK
 DD1571'FENCE, 14.5 FEET (4.4 M) EAST NORTHEAST OF POWER POLE NUMBER 126737/2
 DD1571'WITH EIGHT GUY WIRES, 1.7 FEET (0.5 M) WEST SOUTHWEST OF THE CORNER OF
 DD1571'THE FENCE, 1.2 FEET (0.4 M) WEST SOUTHWEST OF A WITNESS POST.
 DD1571'RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1572 ***********************************************************************
 DD1572  DESIGNATION -  26 187
 DD1572  PID         -  DD1572
 DD1572  STATE/COUNTY-  SC/HORRY
 DD1572  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1572
 DD1572                         *CURRENT SURVEY CONTROL
 DD1572  ___________________________________________________________________
 DD1572* NAD 83(1986)-  33 41 53.     (N)    078 56 16.     (W)     SCALED    
 DD1572* NAVD 88     -         3.724  (meters)      12.22   (feet)  ADJUSTED  
 DD1572  ___________________________________________________________________
 DD1572  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD1572  DYNAMIC HT  -           3.720 (meters)      12.20  (feet)  COMP
 DD1572  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 DD1572
 DD1572  VERT ORDER  -  FIRST     CLASS II
 DD1572
 DD1572.The horizontal coordinates were scaled from a topographic map and have
 DD1572.an estimated accuracy of +/- 6 seconds.
 DD1572
 DD1572.The orthometric height was determined by differential leveling
 DD1572.and adjusted by the National Geodetic Survey in June 1991..
 DD1572
 DD1572.The geoid height was determined by GEOID03.
 DD1572
 DD1572.The dynamic height is computed by dividing the NAVD 88
 DD1572.geopotential number by the normal gravity value computed on the
 DD1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1572.degrees latitude (g = 980.6199 gals.).
 DD1572
 DD1572.The modeled gravity was interpolated from observed gravity values.
 DD1572
 DD1572;                    North         East    Units  Estimated Accuracy
 DD1572;SPC SC       -   208,700.      800,740.      MT  (+/- 180 meters Scaled)
 DD1572
 DD1572                          SUPERSEDED SURVEY CONTROL
 DD1572
 DD1572  NGVD 29 (03/21/89)    4.034  (m)           13.23   (f) ADJUSTED    1 2
 DD1572
 DD1572.Superseded values are not recommended for survey control.
 DD1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1572.See file dsdata.txt to determine how the superseded data were derived.
 DD1572
 DD1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT911305(NAD 83)
 DD1572_MARKER: DD = SURVEY DISK
 DD1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1572_SP_SET: CONCRETE POST
 DD1572_STAMPING: VERT 26 187 1986
 DD1572_MARK LOGO: SCGS  
 DD1572_PROJECTION: RECESSED 3 CENTIMETERS
 DD1572_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1572+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 DD1572
 DD1572  HISTORY     - Date     Condition        Report By
 DD1572  HISTORY     - 1986     MONUMENTED       SCGS
 DD1572  HISTORY     - 19970616 GOOD             SCGS
 DD1572
 DD1572                          STATION DESCRIPTION
 DD1572
 DD1572'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1572'5.0 KM (3.1 MI) EAST FROM MYRTLE BEACH.
 DD1572'2.9 KM (1.8 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1572'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 6.85 KM
 DD1572'(4.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS, THENCE 0.1 KM
 DD1572'(0.05 MI) SOUTHEAST ALONG A CROSSOVER ROAD, THENCE 0.3 KM (0.2 MI)
 DD1572'NORTHEASTERLY ALONG A FRONTAGE ROAD, SET NEAR A MAGNOLIA TREE IN FRONT
 DD1572'OF A VINYL SIDED HOUSE WITH A BRICK FOUNDATION, 1.55 METERS (5.09 FT)
 DD1572'NORTHWEST OF A 8 INCH MAGNOLIA TREE, 10.15 METERS (33.3 FT) NORTH
 DD1572'NORTHEAST OF A 16 INCH OAK TREE, 2.2 METERS (7.22 FT) SOUTH OF A 18
 DD1572'INCH PINE TREE, 19.68 METERS (64.57 FT) NORTH NORTHEAST OF A 6 INCH
 DD1572'MAGNOLIA TREE, 5.63 METERS (18.47 FT) WEST SOUTHWEST OF THE CENTER OF
 DD1572'A PAVED DRIVE LEADING TO THE HOUSE, 15.57 METERS (51.08 FT) WEST
 DD1572'NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 13.33 METERS (43.73 FT)
 DD1572'SOUTH SOUTHEAST OF THE CENTER OF THE FRONTAGE ROAD.
 DD1572'THE MARK IS 0.50 M BELOW FRONTAGE ROAD.
 DD1572
 DD1572                          STATION RECOVERY (1997)
 DD1572
 DD1572'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1572'STATION IS LOCATED 3.15 MILES (5.07 KM) WEST OF MYRTLE BEACH, 11.4
 DD1572'MILES (18.3 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--JAMES BRIGHAM, 2443
 DD1572'HIGHWAY 17 BY-PASS, MYRTLE BEACH, SC 29XXX, PHONE 803-293-7445.  TO
 DD1572'REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.  HIGHWAYS 17
 DD1572'(MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE
 DD1572'BEACH, GO WEST ON HIGHWAY 17 FOR 1.75 MILES (2.82 KM) TO A CROSSOVER
 DD1572'AT A ROAD LEFT (SHETLAND LANE) , TURN LEFT ON SHETLAND LANE FOR 0.05
 DD1572'MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 634 (OLD SOCASTEE
 DD1572'HIGHWAY) , TURN LEFT ON ROAD 634 FOR 0.2 MILE (0.3 KM) TO THE STATION
 DD1572'ON THE RIGHT NEAR A MAGNOLIA TREE IN THE FRONT YARD OF HOUSE NUMBER
 DD1572'2443 (VINYL-SIDED DOUBLE-WIDE MOBILE HOME WITH BRICK FOUNDATION) .
 DD1572'STATION IS A CONCRETE POST, RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DD1572'THE FRONTAGE ROAD, 43.6 SOUTHEAST OF THE CENTER OF THE ROAD, 5.0 FEET
 DD1572'(1.5 M) NORTHWEST OF THE 0.8 FOOT (24.4 CM) MAGNOLIA TREE, 17.6 FEET
 DD1572'(5.4 M) SOUTHWEST OF THE CENTER OF THE DRIVEWAY LEADING TO THE HOUSE,
 DD1572'15.2 FEET (4.6 M) SOUTH OF THE SOUTHWEST END OF A THREE FEET CONCRETE
 DD1572'PIPE CULVERT BENEATH THE DRIVEWAY LEADING TO THE HOUSE, 51.1 FEET
 DD1572'(15.6 M) NORTHWEST OF THE NORTH CORNER OF THE HOUSE NUMBER 2443.
 DD1572'RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1573 ***********************************************************************
 DD1573  DESIGNATION -  26 188
 DD1573  PID         -  DD1573
 DD1573  STATE/COUNTY-  SC/HORRY
 DD1573  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1573
 DD1573                         *CURRENT SURVEY CONTROL
 DD1573  ___________________________________________________________________
 DD1573* NAD 83(1986)-  33 42 18.     (N)    078 55 42.     (W)     SCALED    
 DD1573* NAVD 88     -         5.608  (meters)      18.40   (feet)  ADJUSTED  
 DD1573  ___________________________________________________________________
 DD1573  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DD1573  DYNAMIC HT  -           5.602 (meters)      18.38  (feet)  COMP
 DD1573  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 DD1573
 DD1573  VERT ORDER  -  FIRST     CLASS II
 DD1573
 DD1573.The horizontal coordinates were scaled from a topographic map and have
 DD1573.an estimated accuracy of +/- 6 seconds.
 DD1573
 DD1573.The orthometric height was determined by differential leveling
 DD1573.and adjusted by the National Geodetic Survey in June 1991..
 DD1573
 DD1573.The geoid height was determined by GEOID03.
 DD1573
 DD1573.The dynamic height is computed by dividing the NAVD 88
 DD1573.geopotential number by the normal gravity value computed on the
 DD1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1573.degrees latitude (g = 980.6199 gals.).
 DD1573
 DD1573.The modeled gravity was interpolated from observed gravity values.
 DD1573
 DD1573;                    North         East    Units  Estimated Accuracy
 DD1573;SPC SC       -   209,490.      801,600.      MT  (+/- 180 meters Scaled)
 DD1573
 DD1573                          SUPERSEDED SURVEY CONTROL
 DD1573
 DD1573  NGVD 29 (03/21/89)    5.917  (m)           19.41   (f) ADJUSTED    1 2
 DD1573
 DD1573.Superseded values are not recommended for survey control.
 DD1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1573.See file dsdata.txt to determine how the superseded data were derived.
 DD1573
 DD1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT919313(NAD 83)
 DD1573_MARKER: DD = SURVEY DISK
 DD1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1573_SP_SET: CONCRETE POST
 DD1573_STAMPING: VERT 26 188 1986
 DD1573_MARK LOGO: SCGS  
 DD1573_PROJECTION: RECESSED 3 CENTIMETERS
 DD1573_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1573+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 DD1573
 DD1573  HISTORY     - Date     Condition        Report By
 DD1573  HISTORY     - 1986     MONUMENTED       SCGS
 DD1573  HISTORY     - 19970616 GOOD             SCGS
 DD1573
 DD1573                          STATION DESCRIPTION
 DD1573
 DD1573'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1573'4.3 KM (2.7 MI) WNW FROM MYRTLE BEACH.
 DD1573'2.9 KM (1.8 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1573'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 8.0 KM
 DD1573'(5.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BYPASS, SET NEAR THE
 DD1573'SOUTHEAST CORNER OF A BRICK BUILDING (JETPORT EXECUTIVE OFFICE, 3015
 DD1573'INDUSTRIAL DRIVE), ADD-MAY ALSO BE REACHED BY GOING 3.45 KM (2.15 MI)
 DD1573'NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM THE JUNCTION OF
 DD1573'U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE BEACH, THENCE
 DD1573'1.35 KM (0.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BYPASS,
 DD1573'0.85 METER (2.79 FT) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 DD1573'BUILDING, 3.95 METERS (12.96 FT) SOUTHWEST OF THE NORTHEAST EDGE OF A
 DD1573'CONCRETE PARKING LOT IN FRONT OF THE BUILDING, 48.35 METERS
 DD1573'(158.63 FT) NORTH NORTHEAST OF A STEEL COLUMN SUPPORTING A BILLBOARD
 DD1573'SIGN, 72.25 METERS (237.04 FT) NORTH NORTHWEST OF THE CENTER OF THE
 DD1573'SOUTHBOUND LANES OF THE HIGHWAY.
 DD1573'THE MARK IS 0.45 METERS  SSE FROM A WITNESS POST.
 DD1573'THE MARK IS ABOVE LEVEL WITH CONCRETE PARKING LOT.
 DD1573
 DD1573                          STATION RECOVERY (1997)
 DD1573
 DD1573'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1573'STATION IS LOCATED 2.75 MILES (4.43 KM) WEST NORTHWEST OF MYRTLE
 DD1573'BEACH, 11.4 MILES (18.3 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--JETPORT
 DD1573'EXECUTIVE OFFICES, 3015 DRY WALL DRIVE, MYRTLE BEACH, SC 29577.  TO
 DD1573'REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 17
 DD1573'(MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE
 DD1573'BEACH, GO WEST ON HIGHWAY 17 FOR 0.95 MILE (1.53 KM) TO A ROAD RIGHT
 DD1573'LEADING INTO JETPORT INDUSTRIAL PARK (PIEDMONT AVENUE) , TURN RIGHT ON
 DD1573'PIEDMONT AVENUE FOR 0.05 MILE (0.08 KM) TO A ROAD RIGHT (DRY WALL
 DD1573'DRIVE) , TURN RIGHT ON DRY WALL DRIVE FOR 0.05 MILE (0.08 KM) TO A
 DD1573'DRIVEWAY RIGHT LEADING TO THE FRONT OF A VINYL AND BRICK COMMERCIAL
 DD1573'BUILDING (THE LAWSON BUILDING) , TURN RIGHT ON THE DRIVEWAY FOR 0.05
 DD1573'MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE EAST CORNER OF THE
 DD1573'BUILDING.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 DD1573'LEVEL WITH THE PARKING LOT, 101.2 FEET (30.8 M) EAST NORTHEAST OF THE
 DD1573'CENTER OF THE DRIVEWAY, 2.7 FEET (0.8 M) SOUTH SOUTHWEST OF THE EAST
 DD1573'CORNER OF THE BUILDING, 13.2 FEET (4.0 M) SOUTHWEST OF THE NORTH
 DD1573'CORNER OF THE CONCRETE PARKING LOT, 128.2 FEET (39.1 M) NORTH
 DD1573'NORTHEAST OF A LIGHT POLE NUMBER 70761, 0.6 FOOT (18.3 CM) SOUTHEAST
 DD1573'OF A WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1574 ***********************************************************************
 DD1574  DESIGNATION -  26 189
 DD1574  PID         -  DD1574
 DD1574  STATE/COUNTY-  SC/HORRY
 DD1574  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1574
 DD1574                         *CURRENT SURVEY CONTROL
 DD1574  ___________________________________________________________________
 DD1574* NAD 83(1986)-  33 41 40.     (N)    078 55 28.     (W)     SCALED    
 DD1574* NAVD 88     -         5.124  (meters)      16.81   (feet)  ADJUSTED  
 DD1574  ___________________________________________________________________
 DD1574  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DD1574  DYNAMIC HT  -           5.119 (meters)      16.79  (feet)  COMP
 DD1574  MODELED GRAV-     979,617.0   (mgal)                       NAVD 88
 DD1574
 DD1574  VERT ORDER  -  FIRST     CLASS II
 DD1574
 DD1574.The horizontal coordinates were scaled from a topographic map and have
 DD1574.an estimated accuracy of +/- 6 seconds.
 DD1574
 DD1574.The orthometric height was determined by differential leveling
 DD1574.and adjusted by the National Geodetic Survey in June 1991..
 DD1574
 DD1574.The geoid height was determined by GEOID03.
 DD1574
 DD1574.The dynamic height is computed by dividing the NAVD 88
 DD1574.geopotential number by the normal gravity value computed on the
 DD1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1574.degrees latitude (g = 980.6199 gals.).
 DD1574
 DD1574.The modeled gravity was interpolated from observed gravity values.
 DD1574
 DD1574;                    North         East    Units  Estimated Accuracy
 DD1574;SPC SC       -   208,320.      801,980.      MT  (+/- 180 meters Scaled)
 DD1574
 DD1574                          SUPERSEDED SURVEY CONTROL
 DD1574
 DD1574  NGVD 29 (03/21/89)    5.433  (m)           17.82   (f) ADJUSTED    1 2
 DD1574
 DD1574.Superseded values are not recommended for survey control.
 DD1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1574.See file dsdata.txt to determine how the superseded data were derived.
 DD1574
 DD1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT923302(NAD 83)
 DD1574_MARKER: DD = SURVEY DISK
 DD1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1574_SP_SET: CONCRETE POST
 DD1574_STAMPING: VERT 26 189 1986
 DD1574_MARK LOGO: SCGS  
 DD1574_PROJECTION: FLUSH
 DD1574_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1574+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DD1574
 DD1574  HISTORY     - Date     Condition        Report By
 DD1574  HISTORY     - 1986     MONUMENTED       SCGS
 DD1574  HISTORY     - 19970708 GOOD             SCGS
 DD1574
 DD1574                          STATION DESCRIPTION
 DD1574
 DD1574'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1574'3.9 KM (2.4 MI) WEST FROM MYRTLE BEACH.
 DD1574'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1574'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1574'BEACH, THENCE 1.1 KM (0.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17
 DD1574'BYPASS, THENCE 1.35 KM (0.75 MI) SOUTH SOUTHEAST ALONG A PAVED ROAD
 DD1574'LEADING TO THE MYRTLE BEACH JETPORT, SET NEAR A STEEL BILLBOARD SIGN,
 DD1574'0.7 KM (0.45 MI) SOUTH SOUTHEAST OF AN INTERSECTION, 2.6 METERS
 DD1574'(8.53 FT) EAST OF A STEEL COLUMN SUPPORTING THE BILLBOARD SIGN,
 DD1574'1.65 METERS (5.41 FT) WEST OF A POWER POLE NUMBER 23160 WITH A GUY
 DD1574'WIRE, 1.95 METERS (6.4 FT) NORTH OF A GUY WIRE ANCHOR, 17.15 METERS
 DD1574'(56.27 FT) WEST OF THE CENTER OF THE PAVED ROAD, 26.3 METERS
 DD1574'(86.29 FT) SOUTH SOUTHEAST OF A 12 INCH PINE TREE AT THE EDGE OF THE
 DD1574'WOODS.
 DD1574'THE MARK IS 1.95 METERS  N FROM A WITNESS POST.
 DD1574'THE MARK IS 0.50 M BELOW PAVED ROAD.
 DD1574
 DD1574                          STATION RECOVERY (1997)
 DD1574
 DD1574'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1574'STATION IS LOCATED 2.35 MILES (3.78 KM) WEST OF MYRTLE BEACH, 12.1
 DD1574'MILES (19.5 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1574'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1574'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1574'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM)
 DD1574'NORTHWEST OF MYRTLE BEACH, GO WEST ON HIGHWAY 17 FOR 0.65 MILE (1.05
 DD1574'KM) TO A ROAD LEFT (ENTRANCE TO MYRTLE BEACH JETPORT) , TURN LEFT ON
 DD1574'THE ENTRANCE ROAD FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE RIGHT
 DD1574'NEAR A POWER POLE AND BILLBOARD.  STATION IS A CONCRETE POST RECESSED
 DD1574'0.1 FOOT (3.0 CM) AND 1.5 FEET (0.5 M) BELOW THE ROAD, 55.6 FEET (16.9
 DD1574'M) WEST OF THE CENTER OF THE ROAD, 5.4 FEET (1.6 M) WEST OF THE POWER
 DD1574'POLE NUMBER 23160 WITH GUY WIRE, 8.2 FEET (2.5 M) EAST OF A BILLBOARD
 DD1574'SUPPORT POST, 49.7 FEET (15.1 M) NORTHWEST OF A SPEED LIMIT SIGN, 6.6
 DD1574'FEET (2.0 M) NORTH OF A WITNESS POST. RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1575 ***********************************************************************
 DD1575  DESIGNATION -  26 190
 DD1575  PID         -  DD1575
 DD1575  STATE/COUNTY-  SC/HORRY
 DD1575  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1575
 DD1575                         *CURRENT SURVEY CONTROL
 DD1575  ___________________________________________________________________
 DD1575* NAD 83(1986)-  33 41 06.     (N)    078 55 26.     (W)     SCALED    
 DD1575* NAVD 88     -         7.723  (meters)      25.34   (feet)  ADJUSTED  
 DD1575  ___________________________________________________________________
 DD1575  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1575  DYNAMIC HT  -           7.715 (meters)      25.31  (feet)  COMP
 DD1575  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 DD1575
 DD1575  VERT ORDER  -  FIRST     CLASS II
 DD1575
 DD1575.The horizontal coordinates were scaled from a topographic map and have
 DD1575.an estimated accuracy of +/- 6 seconds.
 DD1575
 DD1575.The orthometric height was determined by differential leveling
 DD1575.and adjusted by the National Geodetic Survey in June 1991..
 DD1575
 DD1575.The geoid height was determined by GEOID03.
 DD1575
 DD1575.The dynamic height is computed by dividing the NAVD 88
 DD1575.geopotential number by the normal gravity value computed on the
 DD1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1575.degrees latitude (g = 980.6199 gals.).
 DD1575
 DD1575.The modeled gravity was interpolated from observed gravity values.
 DD1575
 DD1575;                    North         East    Units  Estimated Accuracy
 DD1575;SPC SC       -   207,280.      802,050.      MT  (+/- 180 meters Scaled)
 DD1575
 DD1575                          SUPERSEDED SURVEY CONTROL
 DD1575
 DD1575  NGVD 29 (03/21/89)    8.033  (m)           26.35   (f) ADJUSTED    1 2
 DD1575
 DD1575.Superseded values are not recommended for survey control.
 DD1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1575.See file dsdata.txt to determine how the superseded data were derived.
 DD1575
 DD1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT924291(NAD 83)
 DD1575_MARKER: DD = SURVEY DISK
 DD1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1575_SP_SET: CONCRETE POST
 DD1575_STAMPING: VERT 26 190 1986
 DD1575_MARK LOGO: SCGS  
 DD1575_PROJECTION: FLUSH
 DD1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1575
 DD1575  HISTORY     - Date     Condition        Report By
 DD1575  HISTORY     - 1986     MONUMENTED       SCGS
 DD1575  HISTORY     - 19960320 MARK NOT FOUND   SCGS
 DD1575  HISTORY     - 19970708 MARK NOT FOUND   SCGS
 DD1575  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD1575  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD1575
 DD1575                          STATION DESCRIPTION
 DD1575
 DD1575'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1575'3.95 KM (2.45 MI) WSW FROM MYRTLE BEACH.
 DD1575'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1575'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1575'BEACH, THENCE 1.1 KM (0.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17
 DD1575'BYPASS, THENCE 2.5 KM (1.55 MI) SOUTH SOUTHEAST ALONG A PAVED ROAD
 DD1575'LEADING TO THE MYRTLE BEACH JETPORT, SET NEAR THE SOUTHEAST CORNER OF
 DD1575'THE JETPORT TERMINAL, 3.95 METERS (12.96 FT) SOUTH SOUTHWEST OF THE
 DD1575'SOUTHEAST CORNER OF THE TERMINAL, 29.85 METERS (97.93 FT) WEST
 DD1575'NORTHWEST OF A FIRE HYDRANT, 18.71 METERS (61.38 FT) EAST SOUTHEAST OF
 DD1575'THE NORTH END OF A CONCRETE PARTITION, 1.73 METERS (5.68 METERS)
 DD1575'NORTHWEST OF A 10 INCH PALMETTO TREE, 7.3 METERS (23.95 FT) WEST OF
 DD1575'THE CURBING AT A POINT WHERE THE CONCRETE SIDEWALK MEETS WITH A RED
 DD1575'BRICK WALKWAY, 23.08 METERS (75.72 FT) NORTHEAST OF THE SOUTH END OF A
 DD1575'CONCRETE PARTITION WALL, 2.95 METERS (9.68 FT) NORTH NORTHEAST OF A 12
 DD1575'INCH PALMETTO TREE.
 DD1575'THE MARK IS 0.30 M ABOVE PAVED PARKING AREA.
 DD1575
 DD1575                          STATION RECOVERY (1996)
 DD1575
 DD1575'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1575'NOT RECOVERED, SEARCHED 10 MINUTES, PRESUMED DESTROYED DURING
 DD1575'CONSTRUCTION OF NEW TERMINAL BUILDING.  RECOVERY BY R.W.  ROBERTS.
 DD1575
 DD1575                          STATION RECOVERY (1997)
 DD1575
 DD1575'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1575'NOT RECOVERED, PRESUMED DESTROYED BY NEW EXTENSION ON SOUTH END OF
 DD1575'TERMINAL, SEARCHED 15 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
 DD1575
 DD1575                          STATION RECOVERY (2004)
 DD1575
 DD1575'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1575'MARK NOT FOUND.
 DD1575
 DD1575                          STATION RECOVERY (2005)
 DD1575
 DD1575'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1579 ***********************************************************************
 DD1579  DESIGNATION -  26 191
 DD1579  PID         -  DD1579
 DD1579  STATE/COUNTY-  SC/HORRY
 DD1579  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1579
 DD1579                         *CURRENT SURVEY CONTROL
 DD1579  ___________________________________________________________________
 DD1579* NAD 83(1986)-  33 42 43.     (N)    078 54 09.     (W)     SCALED    
 DD1579* NAVD 88     -         6.609  (meters)      21.68   (feet)  ADJUSTED  
 DD1579  ___________________________________________________________________
 DD1579  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DD1579  DYNAMIC HT  -           6.602 (meters)      21.66  (feet)  COMP
 DD1579  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DD1579
 DD1579  VERT ORDER  -  FIRST     CLASS II
 DD1579
 DD1579.The horizontal coordinates were scaled from a topographic map and have
 DD1579.an estimated accuracy of +/- 6 seconds.
 DD1579
 DD1579.The orthometric height was determined by differential leveling
 DD1579.and adjusted by the National Geodetic Survey in June 1991..
 DD1579
 DD1579.The geoid height was determined by GEOID03.
 DD1579
 DD1579.The dynamic height is computed by dividing the NAVD 88
 DD1579.geopotential number by the normal gravity value computed on the
 DD1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1579.degrees latitude (g = 980.6199 gals.).
 DD1579
 DD1579.The modeled gravity was interpolated from observed gravity values.
 DD1579
 DD1579;                    North         East    Units  Estimated Accuracy
 DD1579;SPC SC       -   210,300.      803,980.      MT  (+/- 180 meters Scaled)
 DD1579
 DD1579                          SUPERSEDED SURVEY CONTROL
 DD1579
 DD1579  NGVD 29 (03/21/89)    6.918  (m)           22.70   (f) ADJUSTED    1 2
 DD1579
 DD1579.Superseded values are not recommended for survey control.
 DD1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1579.See file dsdata.txt to determine how the superseded data were derived.
 DD1579
 DD1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT943321(NAD 83)
 DD1579_MARKER: DD = SURVEY DISK
 DD1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1579_SP_SET: CONCRETE POST
 DD1579_STAMPING: VERT 26 191 1986
 DD1579_MARK LOGO: SCGS  
 DD1579_PROJECTION: RECESSED 3 CENTIMETERS
 DD1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1579
 DD1579  HISTORY     - Date     Condition        Report By
 DD1579  HISTORY     - 1986     MONUMENTED       SCGS
 DD1579  HISTORY     - 19970616 MARK NOT FOUND   SCGS
 DD1579  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD1579  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD1579
 DD1579                          STATION DESCRIPTION
 DD1579
 DD1579'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1579'2.7 KM (1.7 MI) NW FROM MYRTLE BEACH.
 DD1579'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1579'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1579'BEACH, THENCE 1.05 KM (0.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1579'BYPASS, SET NEAR THE NORTHEAST CORNER OF A BRICK BUILDING (SOUTHERN
 DD1579'SCALE AND REFRIGERATOR COMPANY), 42.35 METERS (138.94 FT) SOUTH
 DD1579'SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD, 1.7 METERS (5.58 FT)
 DD1579'NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, 1.2 METERS
 DD1579'(3.94 FT) WEST SOUTHWEST OF A CONCRETE CURB, 3.52 METERS (11.55 FT)
 DD1579'SOUTH SOUTHEAST OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, 17.03 METERS
 DD1579'(55.87 FT) EAST NORTHEAST OF THE CENTER OF A CONCRETE SIDEWALK LEADING
 DD1579'TO THE ENTRANCE DOORS OF THE BUILDING.
 DD1579'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 DD1579
 DD1579                          STATION RECOVERY (1997)
 DD1579
 DD1579'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1579'NOT RECOVERED, MEASUREMENTS LEAD TO POINT WHERE A NEW CONCRETE STEP
 DD1579'HAS BEEN POURED, IF STATION STILL EXISTS, IT IS INACCESSIBLE. RECOVERY
 DD1579'BY C.E.  GEOGHEGAN.
 DD1579
 DD1579                          STATION RECOVERY (2004)
 DD1579
 DD1579'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1579'MARK NOT FOUND.
 DD1579
 DD1579                          STATION RECOVERY (2005)
 DD1579
 DD1579'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1580 ***********************************************************************
 DD1580  DESIGNATION -  26 192
 DD1580  PID         -  DD1580
 DD1580  STATE/COUNTY-  SC/HORRY
 DD1580  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1580
 DD1580                         *CURRENT SURVEY CONTROL
 DD1580  ___________________________________________________________________
 DD1580* NAD 83(1986)-  33 42 58.     (N)    078 53 25.     (W)     SCALED    
 DD1580* NAVD 88     -         6.788  (meters)      22.27   (feet)  ADJUSTED  
 DD1580  ___________________________________________________________________
 DD1580  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1580  DYNAMIC HT  -           6.781 (meters)      22.25  (feet)  COMP
 DD1580  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DD1580
 DD1580  VERT ORDER  -  FIRST     CLASS II
 DD1580
 DD1580.The horizontal coordinates were scaled from a topographic map and have
 DD1580.an estimated accuracy of +/- 6 seconds.
 DD1580
 DD1580.The orthometric height was determined by differential leveling
 DD1580.and adjusted by the National Geodetic Survey in June 1991..
 DD1580
 DD1580.The geoid height was determined by GEOID03.
 DD1580
 DD1580.The dynamic height is computed by dividing the NAVD 88
 DD1580.geopotential number by the normal gravity value computed on the
 DD1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1580.degrees latitude (g = 980.6199 gals.).
 DD1580
 DD1580.The modeled gravity was interpolated from observed gravity values.
 DD1580
 DD1580;                    North         East    Units  Estimated Accuracy
 DD1580;SPC SC       -   210,790.      805,100.      MT  (+/- 180 meters Scaled)
 DD1580
 DD1580                          SUPERSEDED SURVEY CONTROL
 DD1580
 DD1580  NGVD 29 (03/21/89)    7.098  (m)           23.29   (f) ADJUSTED    1 2
 DD1580
 DD1580.Superseded values are not recommended for survey control.
 DD1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1580.See file dsdata.txt to determine how the superseded data were derived.
 DD1580
 DD1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT954326(NAD 83)
 DD1580_MARKER: DD = SURVEY DISK
 DD1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1580_SP_SET: CONCRETE POST
 DD1580_STAMPING: VERT 26 192 1986
 DD1580_MARK LOGO: SCGS  
 DD1580_PROJECTION: FLUSH
 DD1580_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1580+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 DD1580
 DD1580  HISTORY     - Date     Condition        Report By
 DD1580  HISTORY     - 1986     MONUMENTED       SCGS
 DD1580  HISTORY     - 19970616 GOOD             SCGS
 DD1580  HISTORY     - 20060223 GOOD             USPSQD
 DD1580
 DD1580                          STATION DESCRIPTION
 DD1580
 DD1580'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1580'2.65 KM (1.65 MI) NNW FROM MYRTLE BEACH.
 DD1580'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1580'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1580'BEACH, THENCE 2.2 KM (1.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1580'BYPASS, SET NEAR THE SOUTHEAST CORNER OF A CONCRETE STUCCO BUILDING
 DD1580'(PANTRY FOOD STORE) IN THE SOUTHEAST ANGLE OF 21ST AVENUE NORTH,
 DD1580'42.95 METERS (140.91 FT) NORTH NORTHEAST OF A POWER POLE SUPPORTING
 DD1580'MAJOR POWER LINES WITH A GUY WIRE AND THREE TRANSFORMERS, 1.43 METERS
 DD1580'(4.69 FT) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 DD1580'0.9 METER (2.95 FT) WEST NORTHWEST OF A POWER POLE WITH A GUY WIRE AND
 DD1580'TWO 2 1/2 INCH GALVANIZED CONDUIT PIPES ALONG THE NORTH SIDE,
 DD1580'62.0 METERS (203.41 FT) EAST NORTHEAST OF THE CENTER OF 21ST AVENUE,
 DD1580'24.5 METERS (80.38 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 DD1580'72.25 METERS (237.04 FT) SOUTH OF THE CENTER OF THE NORTHBOUND LANES
 DD1580'OF THE HIGHWAY.
 DD1580'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1580
 DD1580                          STATION RECOVERY (1997)
 DD1580
 DD1580'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1580'STATION IS LOCATED 1.65 MILES (2.66 KM) NORTH NORTHWEST OF MYRTLE
 DD1580'BEACH, 12.25 MILES (19.71 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--THE
 DD1580'PANTRY, 1710 21ST AVENUE NORTH, MYRTLE BEACH, 29577.  TO REACH THE
 DD1580'STATION FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 17 (MARK GARNER
 DD1580'HIGHWAY) AND 501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE BEACH, GO
 DD1580'EAST ON HIGHWAY 17 FOR 1.4 MILES (2.3 KM) TO A CROSS STREET (21ST
 DD1580'AVENUE NORTH) , TURN RIGHT ON 21ST AVENUE NORTH FOR 0.05 MILE (0.08
 DD1580'KM) TO THE STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF A STUCCOED
 DD1580'CONVENIENCE STORE (THE PANTRY) .  STATION IS A CONCRETE POST RECESSED
 DD1580'0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW A SIDEWALK, 148.0 FEET
 DD1580'(45.1 M) EAST NORTHEAST OF THE WEST SOUTHWEST EDGE OF THE CURB OF 21ST
 DD1580'AVENUE, 4.2 FEET (1.3 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF
 DD1580'THE STORE, 2.7 FEET (0.8 M) NORTHWEST OF THE POWER POLE NUMBER 58805
 DD1580'WITH GUY WIRE, 47.1 FEET (14.4 M) SOUTH SOUTHWEST OF THE SOUTHEAST
 DD1580'CORNER OF THE SIDEWALK BETWEEN STORE AND PARKING LOT, 174.1 FEET (53.1
 DD1580'M) NORTH NORTHEAST OF THE EAST NORTHEAST END OF A 3.0-FOOT CONCRETE
 DD1580'PIPE CULVERT BENEATH 21ST AVENUE, 9.0 FEET (2.7 M) NORTH OF A WITNESS
 DD1580'POST.  RECOVERED BY C.E. GEOGHEGAN.
 DD1580
 DD1580                          STATION RECOVERY (2006)
 DD1580
 DD1580'RECOVERY NOTE BY US POWER SQUADRON 2006 (LB)
 DD1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1581 ***********************************************************************
 DD1581  DESIGNATION -  26 193
 DD1581  PID         -  DD1581
 DD1581  STATE/COUNTY-  SC/HORRY
 DD1581  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1581
 DD1581                         *CURRENT SURVEY CONTROL
 DD1581  ___________________________________________________________________
 DD1581* NAD 83(1986)-  33 43 19.     (N)    078 52 46.     (W)     SCALED    
 DD1581* NAVD 88     -         6.756  (meters)      22.17   (feet)  ADJUSTED  
 DD1581  ___________________________________________________________________
 DD1581  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DD1581  DYNAMIC HT  -           6.749 (meters)      22.14  (feet)  COMP
 DD1581  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 DD1581
 DD1581  VERT ORDER  -  FIRST     CLASS II
 DD1581
 DD1581.The horizontal coordinates were scaled from a topographic map and have
 DD1581.an estimated accuracy of +/- 6 seconds.
 DD1581
 DD1581.The orthometric height was determined by differential leveling
 DD1581.and adjusted by the National Geodetic Survey in June 1991..
 DD1581
 DD1581.The geoid height was determined by GEOID03.
 DD1581
 DD1581.The dynamic height is computed by dividing the NAVD 88
 DD1581.geopotential number by the normal gravity value computed on the
 DD1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1581.degrees latitude (g = 980.6199 gals.).
 DD1581
 DD1581.The modeled gravity was interpolated from observed gravity values.
 DD1581
 DD1581;                    North         East    Units  Estimated Accuracy
 DD1581;SPC SC       -   211,460.      806,090.      MT  (+/- 180 meters Scaled)
 DD1581
 DD1581                          SUPERSEDED SURVEY CONTROL
 DD1581
 DD1581  NGVD 29 (03/21/89)    7.067  (m)           23.19   (f) ADJUSTED    1 2
 DD1581
 DD1581.Superseded values are not recommended for survey control.
 DD1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1581.See file dsdata.txt to determine how the superseded data were derived.
 DD1581
 DD1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT964333(NAD 83)
 DD1581_MARKER: DD = SURVEY DISK
 DD1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1581_SP_SET: CONCRETE POST
 DD1581_STAMPING: VERT 26 193 1986
 DD1581_MARK LOGO: SCGS  
 DD1581_PROJECTION: FLUSH
 DD1581_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1581+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 DD1581
 DD1581  HISTORY     - Date     Condition        Report By
 DD1581  HISTORY     - 1986     MONUMENTED       SCGS
 DD1581  HISTORY     - 19970616 GOOD             SCGS
 DD1581  HISTORY     - 20060304 GOOD             USPSQD
 DD1581
 DD1581                          STATION DESCRIPTION
 DD1581
 DD1581'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1581'3.2 KM (2.0 MI) NNE FROM MYRTLE BEACH.
 DD1581'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1581'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1581'BEACH, THENCE 3.5 KM (2.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1581'BYPASS, SET NEAR THE ENTRANCE DOORS TO THE SHERIAR PRESS (SHERIAR
 DD1581'ADVERTISING COMPANY), 34.92 METERS (124.41 FT) WEST SOUTHWEST OF THE
 DD1581'SOUTHEAST CORNER OF THE BUILDING, 19.2 METERS (62.99 FT) EAST
 DD1581'NORTHEAST OF THE CENTER OF A PAVED ROAD ON THE WEST SIDE OF THE
 DD1581'BUILDING, 56.28 METERS (184.65 FT) NORTH NORTHWEST OF THE CENTER OF
 DD1581'THE SOUTHBOUND LANES OF THE HIGHWAY, 2.38 METERS (7.81 FT) SOUTH
 DD1581'SOUTHEAST OF THE SOUTH FACE OF THE BUILDING.
 DD1581'THE MARK IS 0.30 M ABOVE PARKING LOT.
 DD1581
 DD1581                          STATION RECOVERY (1997)
 DD1581
 DD1581'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1581'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH OF MYRTLE BEACH, 12.5
 DD1581'MILES (20.1 KM) EAST SOUTHEAST OF CONWAY, OWNERSHIP-SHEILA OR ANDREW
 DD1581'KRYNSKI, LESNIK PARTNERSHIP, 3005 HIGHWAY 17 NORTH BY-PASS, MYRTLE
 DD1581'BEACH, SC 29877 PHONE 803-448-1102.  TO REACH THE STATION FROM THE
 DD1581'OVERPASS JUNCTION OF U.S.  HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 501,
 DD1581'2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE BEACH, GO EAST ON HIGHWAY 17
 DD1581'FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 1100 (29TH AVENUE
 DD1581'NORTH) , TURN LEFT ON ROAD 1100 FOR 0.1 MILE (0.2 KM) TO A ROAD RIGHT
 DD1581'(CHURCH STREET) , TURN RIGHT ON CHURCH STREET FOR 0.15 MILE (0.24 KM)
 DD1581'TO A ROAD RIGHT, TURN RIGHT ON ROAD LEADING TO A STUCCOED COMMERCIAL
 DD1581'BUILDING (SHERIAR PRESS) FOR 0.05 MILES (0.08 KM) TO THE STATION NEAR
 DD1581'THE SOUTH CORNER ENTRANCE TO THE BUILDING. STATION IS A CONCRETE POST
 DD1581'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE PARKING LOT, 63.1 FEET
 DD1581'(19.2 M) EAST NORTHEAST OF THE CENTER OF THE ENTRANCE ROAD, 45.1 FEET
 DD1581'(13.7 M) EAST NORTHEAST OF THE EAST CORNER OF A COLUMN AT THE BUILDING
 DD1581'ENTRANCE, 7.8 FEET (2.4 M) SOUTH SOUTHEAST OF THE SOUTHEAST FACE OF
 DD1581'THE BUILDING, 2.8 FEET (0.9 M) NORTH NORTHWEST OF THE NORTHWEST EDGE
 DD1581'OF A SIDEWALK, 62.7 FEET (19.1 M) NORTHWEST OF THE WEST CORNER OF A
 DD1581'STUCCO SIGN.  RECOVERED BY C.E.  GEOGHEGAN
 DD1581
 DD1581                          STATION RECOVERY (2006)
 DD1581
 DD1581'RECOVERY NOTE BY US POWER SQUADRON 2006 (KB)
 DD1581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1953 ***********************************************************************
 DD1953  DESIGNATION -  26 194 RESET
 DD1953  PID         -  DD1953
 DD1953  STATE/COUNTY-  SC/HORRY
 DD1953  USGS QUAD   -  OCEAN FOREST (1984)
 DD1953
 DD1953                         *CURRENT SURVEY CONTROL
 DD1953  ___________________________________________________________________
 DD1953* NAD 83(1986)-  33 43 42.     (N)    078 52 11.     (W)     SCALED    
 DD1953* NAVD 88     -         7.096  (meters)      23.28   (feet)  ADJUSTED  
 DD1953  ___________________________________________________________________
 DD1953  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DD1953  DYNAMIC HT  -           7.089 (meters)      23.26  (feet)  COMP
 DD1953  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 DD1953
 DD1953  VERT ORDER  -  FIRST     CLASS II
 DD1953
 DD1953.The horizontal coordinates were scaled from a topographic map and have
 DD1953.an estimated accuracy of +/- 6 seconds.
 DD1953
 DD1953.The orthometric height was determined by differential leveling
 DD1953.and adjusted by the National Geodetic Survey in June 1991..
 DD1953
 DD1953.The geoid height was determined by GEOID03.
 DD1953
 DD1953.The dynamic height is computed by dividing the NAVD 88
 DD1953.geopotential number by the normal gravity value computed on the
 DD1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1953.degrees latitude (g = 980.6199 gals.).
 DD1953
 DD1953.The modeled gravity was interpolated from observed gravity values.
 DD1953
 DD1953;                    North         East    Units  Estimated Accuracy
 DD1953;SPC SC       -   212,180.      806,980.      MT  (+/- 180 meters Scaled)
 DD1953
 DD1953                          SUPERSEDED SURVEY CONTROL
 DD1953
 DD1953  NGVD 29 (03/21/89)    7.407  (m)           24.30   (f) ADJUSTED    1 2
 DD1953
 DD1953.Superseded values are not recommended for survey control.
 DD1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1953.See file dsdata.txt to determine how the superseded data were derived.
 DD1953
 DD1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT973340(NAD 83)
 DD1953_MARKER: DD = SURVEY DISK
 DD1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1953_SP_SET: CONCRETE POST
 DD1953_STAMPING: VERT 26 194 RESET 1987
 DD1953_MARK LOGO: SCGS  
 DD1953_PROJECTION: FLUSH
 DD1953_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1953+STABILITY: SURFACE MOTION
 DD1953
 DD1953  HISTORY     - Date     Condition        Report By
 DD1953  HISTORY     - 1987     MONUMENTED       SCGS
 DD1953  HISTORY     - 19970617 GOOD             SCGS
 DD1953
 DD1953                          STATION DESCRIPTION
 DD1953
 DD1953'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1953'4.2 KM (2.6 MI) NNE FROM MYRTLE BEACH.
 DD1953'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET)
 DD1953'FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN
 DD1953'MYRTLE BEACH, THENCE 4.65 KM (2.9 MI) NORTHEASTERLY ALONG U.S.
 DD1953'HIGHWAY 17 BYPASS, SET NEAR A FIVE FOOT PILLAR OF AN ENTRANCEWAY IN
 DD1953'THE WEST ANGLE OF THE ENTRANCE TO PLANTATION POINTE, 32.0 METERS
 DD1953'(105.0 FT) NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DD1953'HIGHWAY, 10.7 METERS (35.1 FT) WEST-SOUTHWEST OF THE CENTER OF THE
 DD1953'EXIT ROAD, 0.8 METER (2.6 FT) NORTHWEST OF THE WEST CORNER OF THE
 DD1953'PILLAR, 15.6 METERS (51.2 FT) NORTHEAST OF A CONCRETE PIPE CULVERT
 DD1953'DRAINING INTO A POND FROM THE HIGHWAY.
 DD1953'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 DD1953'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD1953
 DD1953                          STATION RECOVERY (1997)
 DD1953
 DD1953'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1953'STATION IS LOCATED 2.55 MILES (4.10 KM) NORTH NORTHEAST OF MYRTLE
 DD1953'BEACH, 12.65 MILES (20.36 KM) SOUTHEAST OF CONWAY, OWNERSHIP- TO REACH
 DD1953'THE STATION FROM THE OVERPASS JUNCTION OF U.S.  HIGHWAYS 17 (MARK
 DD1953'GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE BEACH,
 DD1953'GO EAST ON HIGHWAY 17 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE
 DD1953'ROAD 1100 (29TH AVENUE NORTH) , CONTINUE ON HIGHWAY 17 FOR 0.8 MILE
 DD1953'(1.3 KM) TO THE STATION ON THE LEFT NEAR A SHORT BRICK PILLAR IN THE
 DD1953'WEST ANGLE OF THE ENTRANCE TO PLANTATION POINTE, OPPOSITE 39TH AVENUE
 DD1953'NORTH.  STATION IS A CONCRETE POST RECESSED 0.2 FEET (6.1 CM) AND
 DD1953'LEVEL WITH THE ENTRANCE DRIVE, 105.4 FEET (32.1 M) NORTH NORTHWEST OF
 DD1953'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 2.6 FEET (0.8 M)
 DD1953'NORTHWEST OF THE WEST CORNER OF THE BRICK PILLAR, 27.6 FEET (8.4 M)
 DD1953'WEST SOUTHWEST OF THE NORTHEAST EDGE OF THE SOUTHWEST CURB OF THE
 DD1953'ENTRANCE DRIVE, 77.6 FEET (23.7 M) NORTH OF THE NORTH CORNER OF THE
 DD1953'CONCRETE TOP OF A STORM DRAIN, 67.0 FEET (20.4 M) NORTHWEST OF A
 DD1953'TRAFFIC LIGHT SUPPORT POLE WITH TWO GUY WIRES, 60.4 FEET (18.4 M)
 DD1953'NORTHWEST OF SURVEY STATION WILMA, 1.7 FEET (0.5 M) NORTH NORTHWEST OF
 DD1953'A WITNESS POST.  NOTE - MARGINAL GPS SITE RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1583 ***********************************************************************
 DD1583  DESIGNATION -  26 195
 DD1583  PID         -  DD1583
 DD1583  STATE/COUNTY-  SC/HORRY
 DD1583  USGS QUAD   -  OCEAN FOREST (1984)
 DD1583
 DD1583                         *CURRENT SURVEY CONTROL
 DD1583  ___________________________________________________________________
 DD1583* NAD 83(1986)-  33 44 02.     (N)    078 51 36.     (W)     SCALED    
 DD1583* NAVD 88     -         6.631  (meters)      21.76   (feet)  ADJUSTED  
 DD1583  ___________________________________________________________________
 DD1583  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DD1583  DYNAMIC HT  -           6.625 (meters)      21.74  (feet)  COMP
 DD1583  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 DD1583
 DD1583  VERT ORDER  -  FIRST     CLASS II
 DD1583
 DD1583.The horizontal coordinates were scaled from a topographic map and have
 DD1583.an estimated accuracy of +/- 6 seconds.
 DD1583
 DD1583.The orthometric height was determined by differential leveling
 DD1583.and adjusted by the National Geodetic Survey in June 1991..
 DD1583
 DD1583.The geoid height was determined by GEOID03.
 DD1583
 DD1583.The dynamic height is computed by dividing the NAVD 88
 DD1583.geopotential number by the normal gravity value computed on the
 DD1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1583.degrees latitude (g = 980.6199 gals.).
 DD1583
 DD1583.The modeled gravity was interpolated from observed gravity values.
 DD1583
 DD1583;                    North         East    Units  Estimated Accuracy
 DD1583;SPC SC       -   212,820.      807,860.      MT  (+/- 180 meters Scaled)
 DD1583
 DD1583                          SUPERSEDED SURVEY CONTROL
 DD1583
 DD1583  NGVD 29 (03/21/89)    6.943  (m)           22.78   (f) ADJUSTED    1 2
 DD1583
 DD1583.Superseded values are not recommended for survey control.
 DD1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1583.See file dsdata.txt to determine how the superseded data were derived.
 DD1583
 DD1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT982347(NAD 83)
 DD1583_MARKER: DD = SURVEY DISK
 DD1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1583_SP_SET: CONCRETE POST
 DD1583_STAMPING: VERT 26 195 1986
 DD1583_MARK LOGO: SCGS  
 DD1583_PROJECTION: FLUSH
 DD1583_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1583+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 DD1583
 DD1583  HISTORY     - Date     Condition        Report By
 DD1583  HISTORY     - 1986     MONUMENTED       SCGS
 DD1583  HISTORY     - 19970617 GOOD             SCGS
 DD1583
 DD1583                          STATION DESCRIPTION
 DD1583
 DD1583'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1583'5.0 KM (3.1 MI) NE FROM MYRTLE BEACH.
 DD1583'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1583'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1583'BEACH, THENCE 5.8 KM (3.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1583'BYPASS, SET NEAR THE WEST CORNER OF THE CHURCH OF JESUS CHRIST OF
 DD1583'LATTER DAY SAINTS IN THE EAST ANGLE OF STATE ROAD 1017 (48TH AVENUE
 DD1583'NORTH), 1.55 METERS (5.09 FT) WEST OF THE WEST CORNER OF THE CHURCH,
 DD1583'9.05 METERS (29.69 FT) NORTH OF AN ALUMINUM LIGHT POLE, 56.15 METERS
 DD1583'(184.22 FT) SOUTH SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 DD1583'THE HIGHWAY, 24.6 METERS (80.71 FT) EAST NORTHEAST OF THE CENTER OF
 DD1583'THE STATE ROAD.
 DD1583'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1583
 DD1583                          STATION RECOVERY (1997)
 DD1583
 DD1583'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1583'STATION IS LOCATED 3.45 MILES (5.55 KM) NORTH NORTHEAST OF MYRTLE
 DD1583'BEACH, 12.95 MILES (20.84 KM) SOUTHEAST OF CONWAY, OWNERSHIP--CHURCH
 DD1583'OF JESUS CHRIST OF LATTER DAY SAINTS, 1392 48TH AVENUE NORTH, MYRTLE
 DD1583'BEACH, SC 29577-5426, PHONE 803-449-3927.  TO REACH THE STATION FROM
 DD1583'THE OVERPASS JUNCTION OF U.S.  HIGHWAYS 17 (MARK GARNER HIGHWAY) AND
 DD1583'501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE BEACH, GO EAST ON HIGHWAY
 DD1583'17 FOR 3.6 MILES (5.8 KM) TO THE JUNCTION OF STATE ROAD 1017 (48TH
 DD1583'AVENUE NORTH) AND THE STATION ON THE RIGHT NEAR THE WEST CORNER OF A
 DD1583'BRICK CHURCH BUILDING (THE CHURCH OF JESUS CHRIST OF LATTER-DAY
 DD1583'SAINTS) IN THE EAST ANGLE OF THE JUNCTION.  STATION IS A CONCRETE POST
 DD1583'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 186.6 FEET (56.9
 DD1583'M) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD1583'85.4 FEET (26.0 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 4.9 FEET
 DD1583'(1.5 M) WEST OF THE CORNER OF THE CHURCH, 28.7 FEET (8.7 M) NORTH OF
 DD1583'THE NORTH CORNER OF THE CONCRETE BASE OF A LIGHT POLE, 86.4 FEET (26.3
 DD1583'M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE BASE OF A LIGHT
 DD1583'POLE.  RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1585 ***********************************************************************
 DD1585  DESIGNATION -  26 196
 DD1585  PID         -  DD1585
 DD1585  STATE/COUNTY-  SC/HORRY
 DD1585  USGS QUAD   -  OCEAN FOREST (1984)
 DD1585
 DD1585                         *CURRENT SURVEY CONTROL
 DD1585  ___________________________________________________________________
 DD1585* NAD 83(1986)-  33 44 33.     (N)    078 50 25.     (W)     SCALED    
 DD1585* NAVD 88     -         9.738  (meters)      31.95   (feet)  ADJUSTED  
 DD1585  ___________________________________________________________________
 DD1585  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD1585  DYNAMIC HT  -           9.728 (meters)      31.92  (feet)  COMP
 DD1585  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 DD1585
 DD1585  VERT ORDER  -  FIRST     CLASS II
 DD1585
 DD1585.The horizontal coordinates were scaled from a topographic map and have
 DD1585.an estimated accuracy of +/- 6 seconds.
 DD1585
 DD1585.The orthometric height was determined by differential leveling
 DD1585.and adjusted by the National Geodetic Survey in June 1991..
 DD1585
 DD1585.The geoid height was determined by GEOID03.
 DD1585
 DD1585.The dynamic height is computed by dividing the NAVD 88
 DD1585.geopotential number by the normal gravity value computed on the
 DD1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1585.degrees latitude (g = 980.6199 gals.).
 DD1585
 DD1585.The modeled gravity was interpolated from observed gravity values.
 DD1585
 DD1585;                    North         East    Units  Estimated Accuracy
 DD1585;SPC SC       -   213,810.      809,670.      MT  (+/- 180 meters Scaled)
 DD1585
 DD1585                          SUPERSEDED SURVEY CONTROL
 DD1585
 DD1585  NGVD 29 (03/21/89)   10.051  (m)           32.98   (f) ADJUSTED    1 2
 DD1585
 DD1585.Superseded values are not recommended for survey control.
 DD1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1585.See file dsdata.txt to determine how the superseded data were derived.
 DD1585
 DD1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT000357(NAD 83)
 DD1585_MARKER: DD = SURVEY DISK
 DD1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1585_SP_SET: CONCRETE POST
 DD1585_STAMPING: VERT 26 196 1986
 DD1585_MARK LOGO: SCGS  
 DD1585_PROJECTION: FLUSH
 DD1585_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1585+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 DD1585
 DD1585  HISTORY     - Date     Condition        Report By
 DD1585  HISTORY     - 1986     MONUMENTED       SCGS
 DD1585  HISTORY     - 19970617 GOOD             SCGS
 DD1585
 DD1585                          STATION DESCRIPTION
 DD1585
 DD1585'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1585'6.85 KM (4.25 MI) NE FROM MYRTLE BEACH.
 DD1585'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1585'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1585'BEACH, THENCE 7.8 KM (4.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1585'BYPASS, SET NEAR THE WEST CORNER OF AN APARTMENT BUILDING (EASTWOOD
 DD1585'COMMONS), 0.2 KM (0.1 MI) SOUTHWEST OF 62ND AVENUE NORTH, 9.42 METERS
 DD1585'(30.91 FT) WEST SOUTHWEST OF THE NORTH CORNER OF THE BUILDING,
 DD1585'1.4 METERS (4.59 FT) NORTH NORTHEAST OF THE WEST CORNER OF THE
 DD1585'BUILDING, 4.8 METERS (15.75 FT) EAST NORTHEAST OF THE EAST NORTHEAST
 DD1585'EDGE OF A PAVED PARKING LOT, 43.7 METERS (143.37 FT) SOUTH SOUTHEAST
 DD1585'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 17.7 METERS
 DD1585'(58.07 FT) SOUTH SOUTHWEST OF A POWER POLE NUMBER 19266 WITH A
 DD1585'TRANSFORMER, 28.78 METERS (94.42 FT) EAST OF THE NORTH CORNER OF A
 DD1585'SWIMMING POOL.
 DD1585'THE MARK IS 0.50 M BELOW HIGHWAY.
 DD1585
 DD1585                          STATION RECOVERY (1997)
 DD1585
 DD1585'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1585'STATION IS LOCATED 4.55 MILES (7.32 KM) NORTHEAST OF MYRTLE BEACH,
 DD1585'13.55 MILES (21.81 KM) EAST SOUTHEAST OF CONWAY, OWNERSHIP-EASTWOOD
 DD1585'COMMONS, 6100 FRONTAGE ROAD, MYRTLE BEACH, SC 29577.  TO REACH THE
 DD1585'STATION FROM THE OVERPASS JUNCTION OF U.S.  HIGHWAYS 17 (MARK GARNER
 DD1585'HIGHWAY) AND 17 BUSINESS (NORTH KINGS HIGHWAY) , 6.85 MILES (11.02 KM)
 DD1585'NORTHEAST OF MYRTLE BEACH, GO WEST ON HIGHWAY 17 FOR 2.65 MILES (4.26
 DD1585'KM) TO A ROAD LEFT (62ND AVENUE NORTH) , TURN LEFT ON 62ND AVENUE,
 DD1585'THEN RIGHT ON FRONTAGE ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 DD1585'THE LEFT NEAR THE WEST CORNER OF THE NORTHEAST ONE OF TWO APARTMENT
 DD1585'BUILDINGS (EASTWOOD COMMONS) .  STATION IS A CONCRETE POST RECESSED
 DD1585'0.1 FOOT (3.0 CM) AND LEVEL WITH THE PARKING LOT, 144.5 FEET (44.0 M)
 DD1585'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 66.2
 DD1585'FEET (20.2 M) SOUTHEAST OF THE CENTER OF FRONTAGE ROAD, 4.3 FEET (1.3
 DD1585'M) NORTH NORTHEAST OF THE CORNER OF THE BUILDING (APARTMENT 101) ,
 DD1585'31.0 FEET (9.4 M) SOUTHWEST OF THE NORTH CORNER OF THE BUILDING
 DD1585'(APARTMENT 101) , 79.7 FEET (24.3 M) EAST NORTHEAST OF THE EAST CORNER
 DD1585'OF A BOARD FENCE SURROUNDING A SWIMMING POOL, 48.0 FEET (14.6 M) EAST
 DD1585'SOUTHEAST OF THE NORTHEAST END OF 1.2-FOOT CONCRETE PIPE CULVERT
 DD1585'BENEATH THE ENTRANCE TO THE APARTMENTS. RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1589 ***********************************************************************
 DD1589  DESIGNATION -  26 197
 DD1589  PID         -  DD1589
 DD1589  STATE/COUNTY-  SC/HORRY
 DD1589  USGS QUAD   -  HAND (1984)
 DD1589
 DD1589                         *CURRENT SURVEY CONTROL
 DD1589  ___________________________________________________________________
 DD1589* NAD 83(1986)-  33 45 22.     (N)    078 49 24.     (W)     SCALED    
 DD1589* NAVD 88     -         9.256  (meters)      30.37   (feet)  ADJUSTED  
 DD1589  ___________________________________________________________________
 DD1589  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1589  DYNAMIC HT  -           9.247 (meters)      30.34  (feet)  COMP
 DD1589  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 DD1589
 DD1589  VERT ORDER  -  FIRST     CLASS II
 DD1589
 DD1589.The horizontal coordinates were scaled from a topographic map and have
 DD1589.an estimated accuracy of +/- 6 seconds.
 DD1589
 DD1589.The orthometric height was determined by differential leveling
 DD1589.and adjusted by the National Geodetic Survey in June 1991..
 DD1589
 DD1589.The geoid height was determined by GEOID03.
 DD1589
 DD1589.The dynamic height is computed by dividing the NAVD 88
 DD1589.geopotential number by the normal gravity value computed on the
 DD1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1589.degrees latitude (g = 980.6199 gals.).
 DD1589
 DD1589.The modeled gravity was interpolated from observed gravity values.
 DD1589
 DD1589;                    North         East    Units  Estimated Accuracy
 DD1589;SPC SC       -   215,350.      811,210.      MT  (+/- 180 meters Scaled)
 DD1589
 DD1589                          SUPERSEDED SURVEY CONTROL
 DD1589
 DD1589  NGVD 29 (03/21/89)    9.571  (m)           31.40   (f) ADJUSTED    1 2
 DD1589
 DD1589.Superseded values are not recommended for survey control.
 DD1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1589.See file dsdata.txt to determine how the superseded data were derived.
 DD1589
 DD1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT016372(NAD 83)
 DD1589_MARKER: DD = SURVEY DISK
 DD1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1589_SP_SET: CONCRETE POST
 DD1589_STAMPING: VERT 26 197 1986
 DD1589_MARK LOGO: SCGS  
 DD1589_PROJECTION: FLUSH
 DD1589_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1589+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 DD1589
 DD1589  HISTORY     - Date     Condition        Report By
 DD1589  HISTORY     - 1986     MONUMENTED       SCGS
 DD1589  HISTORY     - 19970617 GOOD             SCGS
 DD1589
 DD1589                          STATION DESCRIPTION
 DD1589
 DD1589'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1589'8.8 KM (5.5 MI) NE FROM MYRTLE BEACH.
 DD1589'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1589'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1589'BEACH, THENCE 9.9 KM (6.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1589'BYPASS, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE ROAD 734 (79TH
 DD1589'AVENUE NORTH), SET NEAR A FOUR FOOT HIGH BRICK SIGN (GRAND STRAND
 DD1589'CAREER CENTER) ON THE SOUTHWEST SIDE OF THE CAREER CENTER,
 DD1589'76.54 METERS (251.12 FT) SOUTHWEST OF A FLAG POLE, 19.4 METERS
 DD1589'(63.65 FT) EAST NORTHEAST OF THE CENTER OF THE STATE ROAD, 54.7 METERS
 DD1589'(179.46 FT) NORTHWEST OF THE CENTER OF THE SOUTHEAST ENTRANCE DRIVE,
 DD1589'30.9 METERS (101.38 FT) SOUTHEAST OF A POWER POLE NUMBER 48154 WITH
 DD1589'SIX GUY WIRES, 38.9 METERS (127.62 FT) NORTH NORTHEAST OF A FIRE
 DD1589'HYDRANT, 2.45 METERS (8.04 FT) EAST OF THE SOUTHWEST END OF THE BRICK
 DD1589'SIGN.
 DD1589'THE MARK IS 0.30 M BELOW STATE ROAD.
 DD1589
 DD1589                          STATION RECOVERY (1997)
 DD1589
 DD1589'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1589'STATION IS LOCATED 5.9 MILES (9.5 KM) NORTHEAST OF MYRTLE BEACH, 14.0
 DD1589'MILES (22.5 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--ACADEMY FOR THE
 DD1589'ARTS, SCIENCE AND TECHNOLOGY, 900 79TH AVENUE, NORTH MYRTLE BEACH, SC
 DD1589'29577, PHONE 803-449-3349.  TO REACH THE STATION FROM THE OVERPASS
 DD1589'JUNCTION OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS
 DD1589'(NORTH KINGS HIGHWAY) , 6.85 MILES (11.02 KM) NORTHEAST OF MYRTLE
 DD1589'BEACH, GO WEST ON HIGHWAY 17 FOR 1.35 MILES (2.17 KM) TO THE JUNCTION
 DD1589'OF STATE ROAD 374 (79TH AVENUE NORTH) , TURN LEFT ON ROAD 374 FOR 0.05
 DD1589'MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A BRICK SIGN FOR THE
 DD1589'ACADEMY.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 DD1589'LEVEL WITH THE ROAD, 64.3 FEET (19.6 M) NORTHEAST OF THE CENTER OF THE
 DD1589'ROAD, 8.0 FEET (2.4 M) EAST OF THE SOUTH CORNER OF THE SIGN, 124.3
 DD1589'FEET (37.9 M) NORTH NORTHWEST OF A MANHOLE COVER, 160.3 FEET (48.9 M)
 DD1589'NORTH OF A FIRE HYDRANT, 89.0 FEET (27.1 M) SOUTHEAST OF POWER POLE
 DD1589'65AKS/48154 WITH SIX GUY WIRES.  RECOVERED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1597 ***********************************************************************
 DD1597  DESIGNATION -  26 198
 DD1597  PID         -  DD1597
 DD1597  STATE/COUNTY-  SC/HORRY
 DD1597  USGS QUAD   -  BROOKGREEN (1973)
 DD1597
 DD1597                         *CURRENT SURVEY CONTROL
 DD1597  ___________________________________________________________________
 DD1597* NAD 83(1986)-  33 34 40.     (N)    079 02 17.     (W)     SCALED    
 DD1597* NAVD 88     -         8.152  (meters)      26.75   (feet)  ADJUSTED  
 DD1597  ___________________________________________________________________
 DD1597  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1597  DYNAMIC HT  -           8.143 (meters)      26.72  (feet)  COMP
 DD1597  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 DD1597
 DD1597  VERT ORDER  -  FIRST     CLASS II
 DD1597
 DD1597.The horizontal coordinates were scaled from a topographic map and have
 DD1597.an estimated accuracy of +/- 6 seconds.
 DD1597
 DD1597.The orthometric height was determined by differential leveling
 DD1597.and adjusted by the National Geodetic Survey in June 1991..
 DD1597
 DD1597.The geoid height was determined by GEOID03.
 DD1597
 DD1597.The dynamic height is computed by dividing the NAVD 88
 DD1597.geopotential number by the normal gravity value computed on the
 DD1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1597.degrees latitude (g = 980.6199 gals.).
 DD1597
 DD1597.The modeled gravity was interpolated from observed gravity values.
 DD1597
 DD1597;                    North         East    Units  Estimated Accuracy
 DD1597;SPC SC       -   195,180.      791,700.      MT  (+/- 180 meters Scaled)
 DD1597
 DD1597                          SUPERSEDED SURVEY CONTROL
 DD1597
 DD1597  NGVD 29 (03/21/89)    8.471  (m)           27.79   (f) ADJUSTED    1 2
 DD1597
 DD1597.Superseded values are not recommended for survey control.
 DD1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1597.See file dsdata.txt to determine how the superseded data were derived.
 DD1597
 DD1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT820170(NAD 83)
 DD1597_MARKER: DD = SURVEY DISK
 DD1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1597_SP_SET: CONCRETE POST
 DD1597_STAMPING: VERT 26 198 1986
 DD1597_MARK LOGO: SCGS  
 DD1597_PROJECTION: FLUSH
 DD1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1597
 DD1597  HISTORY     - Date     Condition        Report By
 DD1597  HISTORY     - 1986     MONUMENTED       SCGS
 DD1597
 DD1597                          STATION DESCRIPTION
 DD1597
 DD1597'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1597'1.3 KM (0.8 MI) NW FROM MURRELLS INLET.
 DD1597'1.3 KM (0.8 MI) NORTHERLY ALONG STATE HIGHWAY 707 FROM THE
 DD1597'INTERSECTION OF U.S. HIGHWAY 17 IN MURRELLS INLET, SET NEAR TWO LIVE
 DD1597'OAK TREES INSIDE A CHAIN LINK FENCE SURROUNDING A CEMETARY IN THE EAST
 DD1597'ANGLE OF STATE ROAD 477, 58.88 METERS (193.18 FT) EAST OF THE CENTER
 DD1597'OF THE HIGHWAY, 37.05 METERS (121.56 FT) SOUTH SOUTHEAST OF THE CENTER
 DD1597'OF THE ROAD, 13.7 METERS (44.95 FT) SOUTH SOUTHWEST OF A TRIPLE TRUNK
 DD1597'LIVE OAK TREE, 1.33 METERS (4.36 FT) NORTH NORTHWEST OF THE EASTERN
 DD1597'OAK TREE (Y-SHAPED), 4.4 METERS (14.44 FT) NORTH NORTHEAST THE CENTER
 DD1597'OF A HEADSTONE (WEBER).
 DD1597'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1598 ***********************************************************************
 DD1598  DESIGNATION -  26 199
 DD1598  PID         -  DD1598
 DD1598  STATE/COUNTY-  SC/HORRY
 DD1598  USGS QUAD   -  BROOKGREEN (1973)
 DD1598
 DD1598                         *CURRENT SURVEY CONTROL
 DD1598  ___________________________________________________________________
 DD1598* NAD 83(1986)-  33 35 21.     (N)    079 03 18.     (W)     SCALED    
 DD1598* NAVD 88     -         5.340  (meters)      17.52   (feet)  ADJUSTED  
 DD1598  ___________________________________________________________________
 DD1598  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DD1598  DYNAMIC HT  -           5.335 (meters)      17.50  (feet)  COMP
 DD1598  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 DD1598
 DD1598  VERT ORDER  -  FIRST     CLASS II
 DD1598
 DD1598.The horizontal coordinates were scaled from a topographic map and have
 DD1598.an estimated accuracy of +/- 6 seconds.
 DD1598
 DD1598.The orthometric height was determined by differential leveling
 DD1598.and adjusted by the National Geodetic Survey in June 1991..
 DD1598
 DD1598.The geoid height was determined by GEOID03.
 DD1598
 DD1598.The dynamic height is computed by dividing the NAVD 88
 DD1598.geopotential number by the normal gravity value computed on the
 DD1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1598.degrees latitude (g = 980.6199 gals.).
 DD1598
 DD1598.The modeled gravity was interpolated from observed gravity values.
 DD1598
 DD1598;                    North         East    Units  Estimated Accuracy
 DD1598;SPC SC       -   196,410.      790,100.      MT  (+/- 180 meters Scaled)
 DD1598
 DD1598                          SUPERSEDED SURVEY CONTROL
 DD1598
 DD1598  NGVD 29 (03/21/89)    5.659  (m)           18.57   (f) ADJUSTED    1 2
 DD1598
 DD1598.Superseded values are not recommended for survey control.
 DD1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1598.See file dsdata.txt to determine how the superseded data were derived.
 DD1598
 DD1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT804183(NAD 83)
 DD1598_MARKER: DD = SURVEY DISK
 DD1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1598_SP_SET: CONCRETE POST
 DD1598_STAMPING: VERT 26 199 1986
 DD1598_MARK LOGO: SCGS  
 DD1598_PROJECTION: RECESSED 3 CENTIMETERS
 DD1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1598
 DD1598  HISTORY     - Date     Condition        Report By
 DD1598  HISTORY     - 1986     MONUMENTED       SCGS
 DD1598
 DD1598                          STATION DESCRIPTION
 DD1598
 DD1598'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1598'3.4 KM (2.1 MI) NW FROM MURRELLS INLET.
 DD1598'3.4 KM (2.1 MI) NORTHERLY ALONG STATE HIGHWAY 707 FROM THE
 DD1598'INTERSECTION OF U.S. HIGHWAY 17 IN MURRELLS INLET, SET NEAR A LIVE OAK
 DD1598'TREE IN FRONT OF A WOODEN HOUSE, 56.45 METERS (185.2 FT) EAST
 DD1598'NORTHEAST OF THE CENTER OF THE HIGHWAY, 24.6 METERS (80.71 FT) WEST OF
 DD1598'THE SOUTHWEST CORNER OF THE HOUSE, 27.4 METERS (89.9 FT) NORTH
 DD1598'NORTHEAST OF A TRIPLE TRUNK PINE TREE, 6.5 METERS (21.33 FT) WEST
 DD1598'SOUTHWEST OF THE CENTER OF A SAND DRIVE IN FRONT OF THE HOUSE,
 DD1598'6.24 METERS (20.47 FT) NORTHWEST OF THE OAK TREE.
 DD1598'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1599 ***********************************************************************
 DD1599  DESIGNATION -  26 200
 DD1599  PID         -  DD1599
 DD1599  STATE/COUNTY-  SC/HORRY
 DD1599  USGS QUAD   -  BROOKGREEN (1973)
 DD1599
 DD1599                         *CURRENT SURVEY CONTROL
 DD1599  ___________________________________________________________________
 DD1599* NAD 83(1986)-  33 35 58.     (N)    079 03 41.     (W)     SCALED    
 DD1599* NAVD 88     -         3.624  (meters)      11.89   (feet)  ADJUSTED  
 DD1599  ___________________________________________________________________
 DD1599  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DD1599  DYNAMIC HT  -           3.620 (meters)      11.88  (feet)  COMP
 DD1599  MODELED GRAV-     979,588.0   (mgal)                       NAVD 88
 DD1599
 DD1599  VERT ORDER  -  FIRST     CLASS II
 DD1599
 DD1599.The horizontal coordinates were scaled from a topographic map and have
 DD1599.an estimated accuracy of +/- 6 seconds.
 DD1599
 DD1599.The orthometric height was determined by differential leveling
 DD1599.and adjusted by the National Geodetic Survey in June 1991..
 DD1599
 DD1599.The geoid height was determined by GEOID03.
 DD1599
 DD1599.The dynamic height is computed by dividing the NAVD 88
 DD1599.geopotential number by the normal gravity value computed on the
 DD1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1599.degrees latitude (g = 980.6199 gals.).
 DD1599
 DD1599.The modeled gravity was interpolated from observed gravity values.
 DD1599
 DD1599;                    North         East    Units  Estimated Accuracy
 DD1599;SPC SC       -   197,540.      789,490.      MT  (+/- 180 meters Scaled)
 DD1599
 DD1599                          SUPERSEDED SURVEY CONTROL
 DD1599
 DD1599  NGVD 29 (03/21/89)    3.942  (m)           12.93   (f) ADJUSTED    1 2
 DD1599
 DD1599.Superseded values are not recommended for survey control.
 DD1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1599.See file dsdata.txt to determine how the superseded data were derived.
 DD1599
 DD1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT798194(NAD 83)
 DD1599_MARKER: DD = SURVEY DISK
 DD1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1599_SP_SET: CONCRETE POST
 DD1599_STAMPING: VERT 26 200 1986
 DD1599_MARK LOGO: SCGS  
 DD1599_PROJECTION: RECESSED 3 CENTIMETERS
 DD1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1599
 DD1599  HISTORY     - Date     Condition        Report By
 DD1599  HISTORY     - 1986     MONUMENTED       SCGS
 DD1599
 DD1599                          STATION DESCRIPTION
 DD1599
 DD1599'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1599'4.75 KM (2.95 MI) NW FROM MURRELLS INLET.
 DD1599'4.75 KM (2.95 MI) NORTHERLY ALONG STATE HIGHWAY 707 FROM THE
 DD1599'INTERSECTION OF U.S. HIGHWAY 17 IN MURRELLS INLET, SET NEAR A LONE
 DD1599'CEDAR TREE ON THE SOUTHWEST SIDE OF THE COLLINS CREEK BAPTIST CHURCH,
 DD1599'22.35 METERS (73.33 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 DD1599'13.46 METERS (44.16 FT) WEST SOUTHWEST OF THE WEST CORNER OF THE
 DD1599'CHURCH, 15.45 METERS (50.69 FT) SOUTHWEST OF THE CENTER OF A 13 FOOT
 DD1599'WIDE SIDEWALK LEADING TO THE CHURCH, 5.8 METERS (19.02 FT) NORTH OF
 DD1599'THE CEDAR TREE, 20.37 METERS (66.83 FT) EAST NORTHEAST OF THE CENTER
 DD1599'OF A HEADSTONE (MCDOWELL, PACETTIE OWENS AND WILLIAM JAMES).
 DD1599'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1600 ***********************************************************************
 DD1600  DESIGNATION -  26 201
 DD1600  PID         -  DD1600
 DD1600  STATE/COUNTY-  SC/HORRY
 DD1600  USGS QUAD   -  BROOKGREEN (1973)
 DD1600
 DD1600                         *CURRENT SURVEY CONTROL
 DD1600  ___________________________________________________________________
 DD1600* NAD 83(1986)-  33 36 41.     (N)    079 03 08.     (W)     SCALED    
 DD1600* NAVD 88     -         5.458  (meters)      17.91   (feet)  ADJUSTED  
 DD1600  ___________________________________________________________________
 DD1600  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DD1600  DYNAMIC HT  -           5.453 (meters)      17.89  (feet)  COMP
 DD1600  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 DD1600
 DD1600  VERT ORDER  -  FIRST     CLASS II
 DD1600
 DD1600.The horizontal coordinates were scaled from a topographic map and have
 DD1600.an estimated accuracy of +/- 6 seconds.
 DD1600
 DD1600.The orthometric height was determined by differential leveling
 DD1600.and adjusted by the National Geodetic Survey in June 1991..
 DD1600
 DD1600.The geoid height was determined by GEOID03.
 DD1600
 DD1600.The dynamic height is computed by dividing the NAVD 88
 DD1600.geopotential number by the normal gravity value computed on the
 DD1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1600.degrees latitude (g = 980.6199 gals.).
 DD1600
 DD1600.The modeled gravity was interpolated from observed gravity values.
 DD1600
 DD1600;                    North         East    Units  Estimated Accuracy
 DD1600;SPC SC       -   198,880.      790,310.      MT  (+/- 180 meters Scaled)
 DD1600
 DD1600                          SUPERSEDED SURVEY CONTROL
 DD1600
 DD1600  NGVD 29 (03/21/89)    5.775  (m)           18.95   (f) ADJUSTED    1 2
 DD1600
 DD1600.Superseded values are not recommended for survey control.
 DD1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1600.See file dsdata.txt to determine how the superseded data were derived.
 DD1600
 DD1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT807207(NAD 83)
 DD1600_MARKER: DD = SURVEY DISK
 DD1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1600_SP_SET: CONCRETE POST
 DD1600_STAMPING: VERT 26 201 1986
 DD1600_MARK LOGO: SCGS  
 DD1600_PROJECTION: RECESSED 3 CENTIMETERS
 DD1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1600
 DD1600  HISTORY     - Date     Condition        Report By
 DD1600  HISTORY     - 1986     MONUMENTED       SCGS
 DD1600
 DD1600                          STATION DESCRIPTION
 DD1600
 DD1600'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1600'5.3 KM (3.3 MI) NNW FROM MURRELLS INLET.
 DD1600'6.35 KM (3.95 MI) NORTHERLY ALONG STATE HIGHWAY 707 FROM THE
 DD1600'INTERSECTION OF U.S. HIGHWAY 17 IN MURRELLS INLET, SET IN THE CENTER
 DD1600'OF A CIRCLE DRIVE IN FRONT OF A BRICK HOUSE, 25.5 METERS (83.66 FT)
 DD1600'EAST NORTHEAST OF A SATELLITE DISH STAND, 15.45 METERS (50.69 FT) EAST
 DD1600'OF THE SOUTH CORNER OF THE HOUSE, 14.9 METERS (48.88 FT) NORTHWEST OF
 DD1600'THE CENTER OF THE HIGHWAY, 3.2 METERS (10.5 FT) SOUTH SOUTHEAST OF THE
 DD1600'CENTER OF THE DRIVE, 3.75 METERS (12.3 FT) NORTH NORTHEAST OF A 8 INCH
 DD1600'CEDAR SHRUB SURROUNDED BY BRICKS.
 DD1600'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1601 ***********************************************************************
 DD1601  DESIGNATION -  26 202
 DD1601  PID         -  DD1601
 DD1601  STATE/COUNTY-  SC/HORRY
 DD1601  USGS QUAD   -  BROOKGREEN (1973)
 DD1601
 DD1601                         *CURRENT SURVEY CONTROL
 DD1601  ___________________________________________________________________
 DD1601* NAD 83(1986)-  33 37 18.     (N)    079 02 29.     (W)     SCALED    
 DD1601* NAVD 88     -         6.026  (meters)      19.77   (feet)  ADJUSTED  
 DD1601  ___________________________________________________________________
 DD1601  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DD1601  DYNAMIC HT  -           6.020 (meters)      19.75  (feet)  COMP
 DD1601  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 DD1601
 DD1601  VERT ORDER  -  FIRST     CLASS II
 DD1601
 DD1601.The horizontal coordinates were scaled from a topographic map and have
 DD1601.an estimated accuracy of +/- 6 seconds.
 DD1601
 DD1601.The orthometric height was determined by differential leveling
 DD1601.and adjusted by the National Geodetic Survey in June 1991..
 DD1601
 DD1601.The geoid height was determined by GEOID03.
 DD1601
 DD1601.The dynamic height is computed by dividing the NAVD 88
 DD1601.geopotential number by the normal gravity value computed on the
 DD1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1601.degrees latitude (g = 980.6199 gals.).
 DD1601
 DD1601.The modeled gravity was interpolated from observed gravity values.
 DD1601
 DD1601;                    North         East    Units  Estimated Accuracy
 DD1601;SPC SC       -   200,040.      791,300.      MT  (+/- 180 meters Scaled)
 DD1601
 DD1601                          SUPERSEDED SURVEY CONTROL
 DD1601
 DD1601  NGVD 29 (03/21/89)    6.342  (m)           20.81   (f) ADJUSTED    1 2
 DD1601
 DD1601.Superseded values are not recommended for survey control.
 DD1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1601.See file dsdata.txt to determine how the superseded data were derived.
 DD1601
 DD1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT816219(NAD 83)
 DD1601_MARKER: DD = SURVEY DISK
 DD1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1601_SP_SET: CONCRETE POST
 DD1601_STAMPING: VERT 26 202 1986
 DD1601_MARK LOGO: SCGS  
 DD1601_PROJECTION: FLUSH
 DD1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1601
 DD1601  HISTORY     - Date     Condition        Report By
 DD1601  HISTORY     - 1986     MONUMENTED       SCGS
 DD1601  HISTORY     - 1987     GOOD             USPSQD
 DD1601
 DD1601                          STATION DESCRIPTION
 DD1601
 DD1601'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1601'6.2 KM (3.85 MI) NNW FROM MURRELLS INLET.
 DD1601'7.9 KM (4.9 MI) NORTHERLY ALONG STATE HIGHWAY 707 FROM THE
 DD1601'INTERSECTION OF U.S. HIGHWAY 17 IN MURRELLS INLET, SET NEAR THE NORTH
 DD1601'CORNER OF THE MOUNT ZION A.M.E. CHURCH, 18.68 METERS (61.29 FT)
 DD1601'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 4.39 METERS (14.4 FT) NORTH OF
 DD1601'THE NORTH CORNER OF THE CHURCH, 15.1 METERS (49.54 FT) EAST NORTHEAST
 DD1601'OF A POWER POLE 20L54, 2.88 METERS (9.45 FT) SOUTHWEST OF A 24 INCH
 DD1601'LONE PINE TREE.
 DD1601'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1601
 DD1601                          STATION RECOVERY (1987)
 DD1601
 DD1601'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1614 ***********************************************************************
 DD1614  DESIGNATION -  26 203
 DD1614  PID         -  DD1614
 DD1614  STATE/COUNTY-  SC/HORRY
 DD1614  USGS QUAD   -  BUCKSVILLE (1973)
 DD1614
 DD1614                         *CURRENT SURVEY CONTROL
 DD1614  ___________________________________________________________________
 DD1614* NAD 83(1986)-  33 39 10.     (N)    079 01 05.     (W)     SCALED    
 DD1614* NAVD 88     -         5.131  (meters)      16.83   (feet)  ADJUSTED  
 DD1614  ___________________________________________________________________
 DD1614  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD1614  DYNAMIC HT  -           5.126 (meters)      16.82  (feet)  COMP
 DD1614  MODELED GRAV-     979,602.3   (mgal)                       NAVD 88
 DD1614
 DD1614  VERT ORDER  -  FIRST     CLASS II
 DD1614
 DD1614.The horizontal coordinates were scaled from a topographic map and have
 DD1614.an estimated accuracy of +/- 6 seconds.
 DD1614
 DD1614.The orthometric height was determined by differential leveling
 DD1614.and adjusted by the National Geodetic Survey in June 1991..
 DD1614
 DD1614.The geoid height was determined by GEOID03.
 DD1614
 DD1614.The dynamic height is computed by dividing the NAVD 88
 DD1614.geopotential number by the normal gravity value computed on the
 DD1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1614.degrees latitude (g = 980.6199 gals.).
 DD1614
 DD1614.The modeled gravity was interpolated from observed gravity values.
 DD1614
 DD1614;                    North         East    Units  Estimated Accuracy
 DD1614;SPC SC       -   203,530.      793,390.      MT  (+/- 180 meters Scaled)
 DD1614
 DD1614                          SUPERSEDED SURVEY CONTROL
 DD1614
 DD1614  NGVD 29 (03/21/89)    5.445  (m)           17.86   (f) ADJUSTED    1 2
 DD1614
 DD1614.Superseded values are not recommended for survey control.
 DD1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1614.See file dsdata.txt to determine how the superseded data were derived.
 DD1614
 DD1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT837254(NAD 83)
 DD1614_MARKER: DD = SURVEY DISK
 DD1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1614_SP_SET: CONCRETE POST
 DD1614_STAMPING: VERT 26 203 1986
 DD1614_MARK LOGO: SCGS  
 DD1614_PROJECTION: FLUSH
 DD1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1614
 DD1614  HISTORY     - Date     Condition        Report By
 DD1614  HISTORY     - 1986     MONUMENTED       SCGS
 DD1614
 DD1614                          STATION DESCRIPTION
 DD1614
 DD1614'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1614'6.1 KM (3.8 MI) NW FROM SURFSIDE BEACH.
 DD1614'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1614'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 3.7 KM
 DD1614'(2.3 MI) SOUTHERLY ALONG STATE HIGHWAY 707, THENCE 0.2 KM (0.1 MI)
 DD1614'SOUTHEAST ALONG A SAND DRIVE LEADING TO AN OLD WOODEN HOUSE AND A ONE
 DD1614'STORY BRICK HOUSE, SET NEAR TWO PECAN TREES ON THE NORTHEAST SIDE OF
 DD1614'THE BRICK HOUSE, 34.4 METERS (112.86 FT) NORTHEAST OF THE EAST CORNER
 DD1614'OF THE BRICK HOUSE, 28.65 METERS (94.0 FT) EAST SOUTHEAST OF THE SOUTH
 DD1614'CORNER OF THE WOODEN HOUSE, 22.05 METERS (72.34 FT) NORTH NORTHWEST OF
 DD1614'A TWIN TRUNK PINE TREE AT THE EDGE OF A FIELD, 20.3 METERS (66.6 FT)
 DD1614'SOUTH SOUTHWEST OF THE CENTER OF A GRASSY ROAD ON THE NORTHEAST SIDE
 DD1614'OF THE WOODEN HOUSE, 15.1 METERS (49.54 FT) SOUTH SOUTHEAST OF THE
 DD1614'NORTHERN PECAN TREE.
 DD1614'THE MARK IS ABOVE LEVEL WITH YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1615 ***********************************************************************
 DD1615  DESIGNATION -  26 204
 DD1615  PID         -  DD1615
 DD1615  STATE/COUNTY-  SC/HORRY
 DD1615  USGS QUAD   -  BUCKSVILLE (1973)
 DD1615
 DD1615                         *CURRENT SURVEY CONTROL
 DD1615  ___________________________________________________________________
 DD1615* NAD 83(1986)-  33 39 49.     (N)    079 00 34.     (W)     SCALED    
 DD1615* NAVD 88     -         5.593  (meters)      18.35   (feet)  ADJUSTED  
 DD1615  ___________________________________________________________________
 DD1615  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DD1615  DYNAMIC HT  -           5.587 (meters)      18.33  (feet)  COMP
 DD1615  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 DD1615
 DD1615  VERT ORDER  -  FIRST     CLASS II
 DD1615
 DD1615.The horizontal coordinates were scaled from a topographic map and have
 DD1615.an estimated accuracy of +/- 6 seconds.
 DD1615
 DD1615.The orthometric height was determined by differential leveling
 DD1615.and adjusted by the National Geodetic Survey in June 1991..
 DD1615
 DD1615.The geoid height was determined by GEOID03.
 DD1615
 DD1615.The dynamic height is computed by dividing the NAVD 88
 DD1615.geopotential number by the normal gravity value computed on the
 DD1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1615.degrees latitude (g = 980.6199 gals.).
 DD1615
 DD1615.The modeled gravity was interpolated from observed gravity values.
 DD1615
 DD1615;                    North         East    Units  Estimated Accuracy
 DD1615;SPC SC       -   204,750.      794,170.      MT  (+/- 180 meters Scaled)
 DD1615
 DD1615                          SUPERSEDED SURVEY CONTROL
 DD1615
 DD1615  NGVD 29 (03/21/89)    5.906  (m)           19.38   (f) ADJUSTED    1 2
 DD1615
 DD1615.Superseded values are not recommended for survey control.
 DD1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1615.See file dsdata.txt to determine how the superseded data were derived.
 DD1615
 DD1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT845266(NAD 83)
 DD1615_MARKER: DD = SURVEY DISK
 DD1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1615_SP_SET: CONCRETE POST
 DD1615_STAMPING: VERT 26 204 1986
 DD1615_MARK LOGO: SCGS  
 DD1615_PROJECTION: FLUSH
 DD1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1615
 DD1615  HISTORY     - Date     Condition        Report By
 DD1615  HISTORY     - 1986     MONUMENTED       SCGS
 DD1615
 DD1615                          STATION DESCRIPTION
 DD1615
 DD1615'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1615'5.8 KM (3.6 MI) NW FROM SURFSIDE BEACH.
 DD1615'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1615'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 2.2 KM
 DD1615'(1.4 MI) SOUTHERLY ALONG STATE HIGHWAY 707, SET INSIDE A CONCRETE
 DD1615'CIRCLE DRIVE IN FRONT OF A BRICK HOUSE, 18.95 METERS (62.17 FT)
 DD1615'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 25.69 METERS (84.28 FT) WEST
 DD1615'OF THE NORTH CORNER OF THE HOUSE, 22.9 METERS (75.13 FT) NORTHEAST OF
 DD1615'THE CENTER OF THE SOUTHERN DRIVE, 16.5 METERS (54.13 FT) SOUTHWEST OF
 DD1615'THE CENTER OF THE NORTHERN DRIVE, 11.85 METERS (38.88 FT) WEST
 DD1615'SOUTHWEST OF A LONE CREPE MYRTLE TREE.
 DD1615'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1611 ***********************************************************************
 DD1611  DESIGNATION -  26 205
 DD1611  PID         -  DD1611
 DD1611  STATE/COUNTY-  SC/HORRY
 DD1611  USGS QUAD   -  BUCKSVILLE (1973)
 DD1611
 DD1611                         *CURRENT SURVEY CONTROL
 DD1611  ___________________________________________________________________
 DD1611* NAD 83(1986)-  33 40 29.     (N)    079 00 18.     (W)     SCALED    
 DD1611* NAVD 88     -         5.701  (meters)      18.70   (feet)  ADJUSTED  
 DD1611  ___________________________________________________________________
 DD1611  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DD1611  DYNAMIC HT  -           5.695 (meters)      18.68  (feet)  COMP
 DD1611  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 DD1611
 DD1611  VERT ORDER  -  FIRST     CLASS II
 DD1611
 DD1611.The horizontal coordinates were scaled from a topographic map and have
 DD1611.an estimated accuracy of +/- 6 seconds.
 DD1611
 DD1611.The orthometric height was determined by differential leveling
 DD1611.and adjusted by the National Geodetic Survey in June 1991..
 DD1611
 DD1611.The geoid height was determined by GEOID03.
 DD1611
 DD1611.The dynamic height is computed by dividing the NAVD 88
 DD1611.geopotential number by the normal gravity value computed on the
 DD1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1611.degrees latitude (g = 980.6199 gals.).
 DD1611
 DD1611.The modeled gravity was interpolated from observed gravity values.
 DD1611
 DD1611;                    North         East    Units  Estimated Accuracy
 DD1611;SPC SC       -   205,990.      794,560.      MT  (+/- 180 meters Scaled)
 DD1611
 DD1611                          SUPERSEDED SURVEY CONTROL
 DD1611
 DD1611  NGVD 29 (03/21/89)    6.014  (m)           19.73   (f) ADJUSTED    1 2
 DD1611
 DD1611.Superseded values are not recommended for survey control.
 DD1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1611.See file dsdata.txt to determine how the superseded data were derived.
 DD1611
 DD1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT849278(NAD 83)
 DD1611_MARKER: DD = SURVEY DISK
 DD1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1611_SP_SET: CONCRETE POST
 DD1611_STAMPING: VERT 26 205 1986
 DD1611_MARK LOGO: SCGS  
 DD1611_PROJECTION: FLUSH
 DD1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1611
 DD1611  HISTORY     - Date     Condition        Report By
 DD1611  HISTORY     - 1986     MONUMENTED       SCGS
 DD1611
 DD1611                          STATION DESCRIPTION
 DD1611
 DD1611'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1611'6.4 KM (4.0 MI) NW FROM SURFSIDE BEACH.
 DD1611'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1611'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 1.05 KM
 DD1611'(0.65 MI) SOUTHERLY ALONG STATE HIGHWAY 707, SET IN FRONT OF A ONE
 DD1611'STORY BRICK HOUSE, 0.1 KM (0.05 MI) SOUTH OF THE JUNCTION OF STATE
 DD1611'ROAD 926 (ENTERPRISE ROAD), 31.75 METERS (104.17 FT) EAST SOUTHEAST OF
 DD1611'THE CENTER OF THE HIGHWAY, 13.25 METERS (43.47 FT) WEST OF THE
 DD1611'SOUTHWEST CORNER OF THE HOUSE, 20.25 METERS (66.44 FT) EAST SOUTHEAST
 DD1611'OF A LONE TWIN TRUNK PINE TREE, 5.9 METERS (19.36 FT) NORTH NORTHEAST
 DD1611'OF THE CENTER OF A PAVED DRIVE LEADING TO THE HOUSE.
 DD1611'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1610 ***********************************************************************
 DD1610  DESIGNATION -  26 206
 DD1610  PID         -  DD1610
 DD1610  STATE/COUNTY-  SC/HORRY
 DD1610  USGS QUAD   -  BUCKSVILLE (1973)
 DD1610
 DD1610                         *CURRENT SURVEY CONTROL
 DD1610  ___________________________________________________________________
 DD1610* NAD 83(1986)-  33 40 34.     (N)    079 01 27.     (W)     SCALED    
 DD1610* NAVD 88     -         5.106  (meters)      16.75   (feet)  ADJUSTED  
 DD1610  ___________________________________________________________________
 DD1610  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DD1610  DYNAMIC HT  -           5.101 (meters)      16.74  (feet)  COMP
 DD1610  MODELED GRAV-     979,608.5   (mgal)                       NAVD 88
 DD1610
 DD1610  VERT ORDER  -  FIRST     CLASS II
 DD1610
 DD1610.The horizontal coordinates were scaled from a topographic map and have
 DD1610.an estimated accuracy of +/- 6 seconds.
 DD1610
 DD1610.The orthometric height was determined by differential leveling
 DD1610.and adjusted by the National Geodetic Survey in June 1991..
 DD1610
 DD1610.The geoid height was determined by GEOID03.
 DD1610
 DD1610.The dynamic height is computed by dividing the NAVD 88
 DD1610.geopotential number by the normal gravity value computed on the
 DD1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1610.degrees latitude (g = 980.6199 gals.).
 DD1610
 DD1610.The modeled gravity was interpolated from observed gravity values.
 DD1610
 DD1610;                    North         East    Units  Estimated Accuracy
 DD1610;SPC SC       -   206,110.      792,780.      MT  (+/- 180 meters Scaled)
 DD1610
 DD1610                          SUPERSEDED SURVEY CONTROL
 DD1610
 DD1610  NGVD 29 (03/21/89)    5.420  (m)           17.78   (f) ADJUSTED    1 2
 DD1610
 DD1610.Superseded values are not recommended for survey control.
 DD1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1610.See file dsdata.txt to determine how the superseded data were derived.
 DD1610
 DD1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT831279(NAD 83)
 DD1610_MARKER: DD = SURVEY DISK
 DD1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1610_SP_SET: CONCRETE POST
 DD1610_STAMPING: VERT 26 206 1986
 DD1610_MARK LOGO: SCGS  
 DD1610_PROJECTION: FLUSH
 DD1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1610
 DD1610  HISTORY     - Date     Condition        Report By
 DD1610  HISTORY     - 1986     MONUMENTED       SCGS
 DD1610
 DD1610                          STATION DESCRIPTION
 DD1610
 DD1610'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1610'7.7 KM (4.8 MI) NW FROM SURFSIDE BEACH.
 DD1610'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1610'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 1.0 KM
 DD1610'(0.6 MI) SOUTHERLY ALONG STATE HIGHWAY 707, THENCE 1.8 KM (1.1 MI)
 DD1610'WESTERLY ALONG STATE ROAD 926 (ENTERPRISE ROAD), SET IN FRONT OF A ONE
 DD1610'STORY BRICK HOUSE, 41.55 METERS (136.32 FT) NORTH NORTHEAST OF THE
 DD1610'NORTHEAST CORNER OF THE HOUSE, 35.35 METERS (115.98 FT) EAST OF THE
 DD1610'CENTER OF A CONCRETE DRIVE LEADING TO THE HOUSE, 10.8 METERS
 DD1610'(35.43 FT) SOUTH OF THE CENTER OF THE ROAD, 21.83 METERS (71.62 FT)
 DD1610'NORTH NORTHWEST OF A LONE PINE TREE AT THE EDGE OF A THREE FOOT DITCH.
 DD1610'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1609 ***********************************************************************
 DD1609  DESIGNATION -  26 207
 DD1609  PID         -  DD1609
 DD1609  STATE/COUNTY-  SC/HORRY
 DD1609  USGS QUAD   -  BUCKSVILLE (1973)
 DD1609
 DD1609                         *CURRENT SURVEY CONTROL
 DD1609  ___________________________________________________________________
 DD1609* NAD 83(1986)-  33 40 28.     (N)    079 02 31.     (W)     SCALED    
 DD1609* NAVD 88     -         6.287  (meters)      20.63   (feet)  ADJUSTED  
 DD1609  ___________________________________________________________________
 DD1609  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DD1609  DYNAMIC HT  -           6.281 (meters)      20.61  (feet)  COMP
 DD1609  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 DD1609
 DD1609  VERT ORDER  -  FIRST     CLASS II
 DD1609
 DD1609.The horizontal coordinates were scaled from a topographic map and have
 DD1609.an estimated accuracy of +/- 6 seconds.
 DD1609
 DD1609.The orthometric height was determined by differential leveling
 DD1609.and adjusted by the National Geodetic Survey in June 1991..
 DD1609
 DD1609.The geoid height was determined by GEOID03.
 DD1609
 DD1609.The dynamic height is computed by dividing the NAVD 88
 DD1609.geopotential number by the normal gravity value computed on the
 DD1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1609.degrees latitude (g = 980.6199 gals.).
 DD1609
 DD1609.The modeled gravity was interpolated from observed gravity values.
 DD1609
 DD1609;                    North         East    Units  Estimated Accuracy
 DD1609;SPC SC       -   205,890.      791,130.      MT  (+/- 180 meters Scaled)
 DD1609
 DD1609                          SUPERSEDED SURVEY CONTROL
 DD1609
 DD1609  NGVD 29 (03/21/89)    6.601  (m)           21.66   (f) ADJUSTED    1 2
 DD1609
 DD1609.Superseded values are not recommended for survey control.
 DD1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1609.See file dsdata.txt to determine how the superseded data were derived.
 DD1609
 DD1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT815277(NAD 83)
 DD1609_MARKER: DD = SURVEY DISK
 DD1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1609_SP_SET: CONCRETE POST
 DD1609_STAMPING: VERT 26 207 1986
 DD1609_MARK LOGO: SCGS  
 DD1609_PROJECTION: FLUSH
 DD1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1609
 DD1609  HISTORY     - Date     Condition        Report By
 DD1609  HISTORY     - 1986     MONUMENTED       SCGS
 DD1609
 DD1609                          STATION DESCRIPTION
 DD1609
 DD1609'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1609'9.0 KM (5.6 MI) NW FROM SURFSIDE BEACH.
 DD1609'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1609'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 1.0 KM
 DD1609'(0.6 MI) SOUTHERLY ALONG STATE HIGHWAY 707, THENCE 3.45 KM (2.15 MI)
 DD1609'WESTERLY ALONG STATE ROAD 926 (ENTERPRISE ROAD), SET IN A FLOWER BED
 DD1609'BETWEEN APARTMENT BUILDINGS B AND C AT ENTERPRISE APARTMENTS,
 DD1609'26.4 METERS (86.61 FT) NORTH NORTHWEST OF THE CENTER OF THE ROAD,
 DD1609'5.96 METERS (19.55 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF APARTMENT
 DD1609'BUILDING B, 2.53 METERS (8.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DD1609'APARTMENT BUILDING C, 3.95 METERS (12.96 FT) SOUTH OF A TELEPHONE
 DD1609'JUNCTION BOX.
 DD1609'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1606 ***********************************************************************
 DD1606  DESIGNATION -  26 208
 DD1606  PID         -  DD1606
 DD1606  STATE/COUNTY-  SC/HORRY
 DD1606  USGS QUAD   -  BUCKSVILLE (1973)
 DD1606
 DD1606                         *CURRENT SURVEY CONTROL
 DD1606  ___________________________________________________________________
 DD1606* NAD 83(1986)-  33 39 13.     (N)    079 02 49.     (W)     SCALED    
 DD1606* NAVD 88     -         6.317  (meters)      20.73   (feet)  ADJUSTED  
 DD1606  ___________________________________________________________________
 DD1606  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DD1606  DYNAMIC HT  -           6.310 (meters)      20.70  (feet)  COMP
 DD1606  MODELED GRAV-     979,599.9   (mgal)                       NAVD 88
 DD1606
 DD1606  VERT ORDER  -  FIRST     CLASS II
 DD1606
 DD1606.The horizontal coordinates were scaled from a topographic map and have
 DD1606.an estimated accuracy of +/- 6 seconds.
 DD1606
 DD1606.The orthometric height was determined by differential leveling
 DD1606.and adjusted by the National Geodetic Survey in June 1991..
 DD1606
 DD1606.The geoid height was determined by GEOID03.
 DD1606
 DD1606.The dynamic height is computed by dividing the NAVD 88
 DD1606.geopotential number by the normal gravity value computed on the
 DD1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1606.degrees latitude (g = 980.6199 gals.).
 DD1606
 DD1606.The modeled gravity was interpolated from observed gravity values.
 DD1606
 DD1606;                    North         East    Units  Estimated Accuracy
 DD1606;SPC SC       -   203,570.      790,710.      MT  (+/- 180 meters Scaled)
 DD1606
 DD1606                          SUPERSEDED SURVEY CONTROL
 DD1606
 DD1606  NGVD 29 (03/21/89)    6.631  (m)           21.76   (f) ADJUSTED    1 2
 DD1606
 DD1606.Superseded values are not recommended for survey control.
 DD1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1606.See file dsdata.txt to determine how the superseded data were derived.
 DD1606
 DD1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT811254(NAD 83)
 DD1606_MARKER: DD = SURVEY DISK
 DD1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1606_SP_SET: CONCRETE POST
 DD1606_STAMPING: VERT 26 208 1986
 DD1606_MARK LOGO: SCGS  
 DD1606_PROJECTION: FLUSH
 DD1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1606
 DD1606  HISTORY     - Date     Condition        Report By
 DD1606  HISTORY     - 1986     MONUMENTED       SCGS
 DD1606
 DD1606                          STATION DESCRIPTION
 DD1606
 DD1606'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1606'8.2 KM (5.1 MI) NW FROM SURFSIDE BEACH.
 DD1606'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1606'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 1.0 KM
 DD1606'(0.6 MI) SOUTHERLY ALONG STATE HIGHWAY 707, THENCE 3.6 KM (2.25 MI)
 DD1606'WESTERLY ALONG STATE ROAD 926 (ENTERPRISE ROAD) TO A T-JUNCTION,
 DD1606'THENCE 1.85 KM (1.15 MI) SOUTHEAST ALONG A SAND ROAD (BAY ROAD),
 DD1606'THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG A SAND DRIVE LEADING TO THE
 DD1606'HIGH TECH TURF FARM, SET NEAR A POWER POLE ON THE INSIDE OF A WIRE
 DD1606'FENCE, 30.07 METERS (98.65 FT) SOUTH OF THE CENTER OF A ROAD FORK,
 DD1606'7.55 METERS (24.77 FT) EAST SOUTHEAST OF THE CENTER OF THE DRIVE,
 DD1606'0.9 METER (2.95 FT) NORTHWEST OF THE WIRE FENCE, 1.08 METERS (3.54 FT)
 DD1606'SOUTHWEST OF THE POWER POLE 51Y1.
 DD1606'THE MARK IS 0.70 METERS  NW FROM A WITNESS POST.
 DD1606'THE MARK IS ABOVE LEVEL WITH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1605 ***********************************************************************
 DD1605  DESIGNATION -  26 209
 DD1605  PID         -  DD1605
 DD1605  STATE/COUNTY-  SC/HORRY
 DD1605  USGS QUAD   -  BUCKSVILLE (1973)
 DD1605
 DD1605                         *CURRENT SURVEY CONTROL
 DD1605  ___________________________________________________________________
 DD1605* NAD 83(1986)-  33 38 52.     (N)    079 02 38.     (W)     SCALED    
 DD1605* NAVD 88     -         6.059  (meters)      19.88   (feet)  ADJUSTED  
 DD1605  ___________________________________________________________________
 DD1605  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DD1605  DYNAMIC HT  -           6.052 (meters)      19.86  (feet)  COMP
 DD1605  MODELED GRAV-     979,598.8   (mgal)                       NAVD 88
 DD1605
 DD1605  VERT ORDER  -  FIRST     CLASS II
 DD1605
 DD1605.The horizontal coordinates were scaled from a topographic map and have
 DD1605.an estimated accuracy of +/- 6 seconds.
 DD1605
 DD1605.The orthometric height was determined by differential leveling
 DD1605.and adjusted by the National Geodetic Survey in June 1991..
 DD1605
 DD1605.The geoid height was determined by GEOID03.
 DD1605
 DD1605.The dynamic height is computed by dividing the NAVD 88
 DD1605.geopotential number by the normal gravity value computed on the
 DD1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1605.degrees latitude (g = 980.6199 gals.).
 DD1605
 DD1605.The modeled gravity was interpolated from observed gravity values.
 DD1605
 DD1605;                    North         East    Units  Estimated Accuracy
 DD1605;SPC SC       -   202,930.      791,010.      MT  (+/- 180 meters Scaled)
 DD1605
 DD1605                          SUPERSEDED SURVEY CONTROL
 DD1605
 DD1605  NGVD 29 (03/21/89)    6.373  (m)           20.91   (f) ADJUSTED    1 2
 DD1605
 DD1605.Superseded values are not recommended for survey control.
 DD1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1605.See file dsdata.txt to determine how the superseded data were derived.
 DD1605
 DD1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT813248(NAD 83)
 DD1605_MARKER: DD = SURVEY DISK
 DD1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1605_SP_SET: CONCRETE POST
 DD1605_STAMPING: VERT 26 209 1986
 DD1605_MARK LOGO: SCGS  
 DD1605_PROJECTION: FLUSH
 DD1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1605
 DD1605  HISTORY     - Date     Condition        Report By
 DD1605  HISTORY     - 1986     MONUMENTED       SCGS
 DD1605
 DD1605                          STATION DESCRIPTION
 DD1605
 DD1605'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1605'7.7 KM (4.8 MI) NW FROM SURFSIDE BEACH.
 DD1605'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1605'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 1.0 KM
 DD1605'(0.6 MI) SOUTHERLY ALONG STATE HIGHWAY 707, THENCE 3.6 KM (2.25 MI)
 DD1605'WESTERLY ALONG STATE ROAD 926 (ENTERPRISE ROAD) TO A T-JUNCTION,
 DD1605'THENCE 2.5 KM (1.55 MI) SOUTHEAST ALONG A SAND ROAD (BAY ROAD), SET IN
 DD1605'A MEDIAN IN FRONT OF A GUARD HOUSE AT THE ENTRANCE TO MYRTLE BEACH
 DD1605'GOLF AND YACHT CLUB, 1.4 KM (0.9 MI) NORTHWEST OF STATE HIGHWAY 707,
 DD1605'33.08 METERS (108.53 FT) WEST SOUTHWEST OF THE CENTER OF BAY ROAD,
 DD1605'6.3 METERS (20.67 FT) SOUTH SOUTHEAST OF THE CENTER OF THE ENTRANCE
 DD1605'ROAD, 4.9 METERS (16.08 FT) NORTH NORTHWEST OF THE CENTER OF THE EXIT
 DD1605'ROAD, 3.0 METERS (9.84 FT) EAST SOUTHEAST OF THE NORTH CORNER OF THE
 DD1605'GUARD HOUSE.
 DD1605'THE MARK IS 0.30 M ABOVE ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1642 ***********************************************************************
 DD1642  DESIGNATION -  26 210
 DD1642  PID         -  DD1642
 DD1642  STATE/COUNTY-  SC/HORRY
 DD1642  USGS QUAD   -  BUCKSVILLE (1973)
 DD1642
 DD1642                         *CURRENT SURVEY CONTROL
 DD1642  ___________________________________________________________________
 DD1642* NAD 83(1986)-  33 42 07.     (N)    079 00 52.     (W)     SCALED    
 DD1642* NAVD 88     -         7.917  (meters)      25.97   (feet)  ADJUSTED  
 DD1642  ___________________________________________________________________
 DD1642  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DD1642  DYNAMIC HT  -           7.909 (meters)      25.95  (feet)  COMP
 DD1642  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 DD1642
 DD1642  VERT ORDER  -  FIRST     CLASS II
 DD1642
 DD1642.The horizontal coordinates were scaled from a topographic map and have
 DD1642.an estimated accuracy of +/- 6 seconds.
 DD1642
 DD1642.The orthometric height was determined by differential leveling
 DD1642.and adjusted by the National Geodetic Survey in June 1991..
 DD1642
 DD1642.The geoid height was determined by GEOID03.
 DD1642
 DD1642.The dynamic height is computed by dividing the NAVD 88
 DD1642.geopotential number by the normal gravity value computed on the
 DD1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1642.degrees latitude (g = 980.6199 gals.).
 DD1642
 DD1642.The modeled gravity was interpolated from observed gravity values.
 DD1642
 DD1642;                    North         East    Units  Estimated Accuracy
 DD1642;SPC SC       -   208,990.      793,620.      MT  (+/- 180 meters Scaled)
 DD1642
 DD1642                          SUPERSEDED SURVEY CONTROL
 DD1642
 DD1642  NGVD 29 (03/21/89)    8.229  (m)           27.00   (f) ADJUSTED    1 2
 DD1642
 DD1642.Superseded values are not recommended for survey control.
 DD1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1642.See file dsdata.txt to determine how the superseded data were derived.
 DD1642
 DD1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT840308(NAD 83)
 DD1642_MARKER: DD = SURVEY DISK
 DD1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1642_SP_SET: CONCRETE POST
 DD1642_STAMPING: VERT 26 210 1986
 DD1642_MARK LOGO: SCGS  
 DD1642_PROJECTION: RECESSED 3 CENTIMETERS
 DD1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1642
 DD1642  HISTORY     - Date     Condition        Report By
 DD1642  HISTORY     - 1986     MONUMENTED       SCGS
 DD1642
 DD1642                          STATION DESCRIPTION
 DD1642
 DD1642'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1642'9.7 KM (6.05 MI) NW FROM SURFSIDE BEACH.
 DD1642'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1642'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH TO THE
 DD1642'INTERSECTION OF STATE HIGHWAY 707, CONTINUE 2.6 KM (1.6 MI)
 DD1642'NORTHWESTERLY ALONG STATE HIGHWAY 544, THENCE 0.1 KM (0.05 MI)
 DD1642'NORTHEAST ALONG A SAND ROAD (NADENE ROAD), SET IN FRONT OF A BRICK
 DD1642'HOUSE WHERE THE ROAD MAKES A SHARP LEFT TURN, 23.12 METERS (75.85 FT)
 DD1642'NORTHWEST OF THE WEST CORNER OF THE HOUSE, 16.25 METERS (53.31 FT)
 DD1642'EAST SOUTHEAST OF A LONE 5 INCH CEDAR TREE ON THE NORTH SIDE OF NADENE
 DD1642'ROAD, 41.7 METERS (136.81 FT) SOUTH SOUTHWEST OF THE SOUTH CORNER OF A
 DD1642'LARGE WOODEN HOUSE, 14.3 METERS (46.92 FT) WEST SOUTHWEST OF A POWER
 DD1642'POLE WITH A STREET LIGHT, 6.45 METERS (21.16 FT) SOUTH SOUTHEAST OF
 DD1642'THE CENTER OF NADENE ROAD.
 DD1642'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1644 ***********************************************************************
 DD1644  DESIGNATION -  26 211
 DD1644  PID         -  DD1644
 DD1644  STATE/COUNTY-  SC/HORRY
 DD1644  USGS QUAD   -  BUCKSVILLE (1973)
 DD1644
 DD1644                         *CURRENT SURVEY CONTROL
 DD1644  ___________________________________________________________________
 DD1644* NAD 83(1986)-  33 42 52.     (N)    079 01 29.     (W)     SCALED    
 DD1644* NAVD 88     -        10.046  (meters)      32.96   (feet)  ADJUSTED  
 DD1644  ___________________________________________________________________
 DD1644  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DD1644  DYNAMIC HT  -          10.035 (meters)      32.92  (feet)  COMP
 DD1644  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 DD1644
 DD1644  VERT ORDER  -  FIRST     CLASS II
 DD1644
 DD1644.The horizontal coordinates were scaled from a topographic map and have
 DD1644.an estimated accuracy of +/- 6 seconds.
 DD1644
 DD1644.The orthometric height was determined by differential leveling
 DD1644.and adjusted by the National Geodetic Survey in June 1991..
 DD1644
 DD1644.The geoid height was determined by GEOID03.
 DD1644
 DD1644.The dynamic height is computed by dividing the NAVD 88
 DD1644.geopotential number by the normal gravity value computed on the
 DD1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1644.degrees latitude (g = 980.6199 gals.).
 DD1644
 DD1644.The modeled gravity was interpolated from observed gravity values.
 DD1644
 DD1644;                    North         East    Units  Estimated Accuracy
 DD1644;SPC SC       -   210,360.      792,650.      MT  (+/- 180 meters Scaled)
 DD1644
 DD1644                          SUPERSEDED SURVEY CONTROL
 DD1644
 DD1644  NGVD 29 (03/21/89)   10.358  (m)           33.98   (f) ADJUSTED    1 2
 DD1644
 DD1644.Superseded values are not recommended for survey control.
 DD1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1644.See file dsdata.txt to determine how the superseded data were derived.
 DD1644
 DD1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT830322(NAD 83)
 DD1644_MARKER: DD = SURVEY DISK
 DD1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1644_SP_SET: CONCRETE POST
 DD1644_STAMPING: VERT 26 211 1986
 DD1644_MARK LOGO: SCGS  
 DD1644_PROJECTION: RECESSED 3 CENTIMETERS
 DD1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1644
 DD1644  HISTORY     - Date     Condition        Report By
 DD1644  HISTORY     - 1986     MONUMENTED       SCGS
 DD1644
 DD1644                          STATION DESCRIPTION
 DD1644
 DD1644'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1644'13.75 KM (8.55 MI) SSE FROM CONWAY.
 DD1644'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1644'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1644'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1644'HIGHWAY 501, CONTINUE 10.55 KM (6.55 MI) SOUTH ALONG STATE HIGHWAY
 DD1644'544, THENCE 0.1 KM (0.05 MI) WEST ALONG PEACH TREE LANE, SET IN FRONT
 DD1644'OF A BRICK HOUSE, ADD-MAY ALSO BE REACH BY GOING 7.15 KM (4.45 MI)
 DD1644'NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE JUNCTION OF U.S.
 DD1644'HIGHWAY 17 BUSINESS IN SURFSIDE BEACH TO THE INTERSECTION OF STATE
 DD1644'HIGHWAY 707, CONTINUE 4.2 KM (2.6 MI) NORTHWESTERLY ALONG STATE
 DD1644'HIGHWAY 544, THENCE 0.1 KM (0.05 MI) WEST ALONG PEACH TREE LANE,
 DD1644'21.16 METERS (69.42 FT) NORTH NORTHWEST OF THE NORTHWEST CORNER OF A
 DD1644'BRICK HOUSE WITH A BRICK GARAGE, 14.09 METERS (46.23 FT) NORTH
 DD1644'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 17.05 METERS
 DD1644'(55.94 FT) EAST OF THE CENTER OF A CONCRETE DRIVE LEADING TO THE
 DD1644'HOUSE, 9.33 METERS (30.61 FT) SOUTH OF THE CENTER OF PEACH TREE LANE,
 DD1644'8.0 METERS (26.25 FT) WEST OF THE CENTER OF A CONCRETE DRIVE LEADING
 DD1644'TO THE BRICK GARAGE.
 DD1644'THE MARK IS 0.30 M ABOVE PEACH TREE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1646 ***********************************************************************
 DD1646  DESIGNATION -  26 212
 DD1646  PID         -  DD1646
 DD1646  STATE/COUNTY-  SC/HORRY
 DD1646  USGS QUAD   -  BUCKSVILLE (1973)
 DD1646
 DD1646                         *CURRENT SURVEY CONTROL
 DD1646  ___________________________________________________________________
 DD1646* NAD 83(1986)-  33 43 27.     (N)    079 01 25.     (W)     SCALED    
 DD1646* NAVD 88     -         8.096  (meters)      26.56   (feet)  ADJUSTED  
 DD1646  ___________________________________________________________________
 DD1646  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DD1646  DYNAMIC HT  -           8.087 (meters)      26.53  (feet)  COMP
 DD1646  MODELED GRAV-     979,626.0   (mgal)                       NAVD 88
 DD1646
 DD1646  VERT ORDER  -  FIRST     CLASS II
 DD1646
 DD1646.The horizontal coordinates were scaled from a topographic map and have
 DD1646.an estimated accuracy of +/- 6 seconds.
 DD1646
 DD1646.The orthometric height was determined by differential leveling
 DD1646.and adjusted by the National Geodetic Survey in June 1991..
 DD1646
 DD1646.The geoid height was determined by GEOID03.
 DD1646
 DD1646.The dynamic height is computed by dividing the NAVD 88
 DD1646.geopotential number by the normal gravity value computed on the
 DD1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1646.degrees latitude (g = 980.6199 gals.).
 DD1646
 DD1646.The modeled gravity was interpolated from observed gravity values.
 DD1646
 DD1646;                    North         East    Units  Estimated Accuracy
 DD1646;SPC SC       -   211,440.      792,730.      MT  (+/- 180 meters Scaled)
 DD1646
 DD1646                          SUPERSEDED SURVEY CONTROL
 DD1646
 DD1646  NGVD 29 (03/21/89)    8.408  (m)           27.59   (f) ADJUSTED    1 2
 DD1646
 DD1646.Superseded values are not recommended for survey control.
 DD1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1646.See file dsdata.txt to determine how the superseded data were derived.
 DD1646
 DD1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT831333(NAD 83)
 DD1646_MARKER: DD = SURVEY DISK
 DD1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1646_SP_SET: CONCRETE POST
 DD1646_STAMPING: VERT 26 212 1986
 DD1646_MARK LOGO: SCGS  
 DD1646_PROJECTION: FLUSH
 DD1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1646
 DD1646  HISTORY     - Date     Condition        Report By
 DD1646  HISTORY     - 1986     MONUMENTED       SCGS
 DD1646
 DD1646                          STATION DESCRIPTION
 DD1646
 DD1646'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1646'12.7 KM (7.9 MI) SSE FROM CONWAY.
 DD1646'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1646'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1646'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1646'HIGHWAY 501, CONTINUE 9.55 KM (5.95 MI) SOUTH ALONG STATE HIGHWAY 544,
 DD1646'THENCE 0.1 KM (0.05 MI) EAST ALONG A SAND DRIVE, SET NEAR A POWER POLE
 DD1646'AT A CURVE IN THE DRIVE, 44.3 METERS (145.34 FT) NORTHWEST OF THE
 DD1646'NORTHWEST CORNER OF A HOUSE WITH A BRICK FOUNDATION, 15.0 METERS
 DD1646'(49.21 FT) NORTH NORTHEAST OF THE CENTER OF THE DRIVE, 31.58 METERS
 DD1646'(103.61 FT) EAST SOUTHEAST OF A 48 INCH LONE LIVE OAK TREE,
 DD1646'1.72 METERS (5.64 FT) WEST OF THE POWER POLE NUMBER 108.
 DD1646'THE MARK IS 1.70 METERS  W FROM A WITNESS POST.
 DD1646'THE MARK IS ABOVE LEVEL WITH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1648 ***********************************************************************
 DD1648  DESIGNATION -  26 213
 DD1648  PID         -  DD1648
 DD1648  STATE/COUNTY-  SC/HORRY
 DD1648  USGS QUAD   -  BUCKSVILLE (1973)
 DD1648
 DD1648                         *CURRENT SURVEY CONTROL
 DD1648  ___________________________________________________________________
 DD1648* NAD 83(1986)-  33 44 25.     (N)    079 01 28.     (W)     SCALED    
 DD1648* NAVD 88     -         5.730  (meters)      18.80   (feet)  ADJUSTED  
 DD1648  ___________________________________________________________________
 DD1648  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DD1648  DYNAMIC HT  -           5.724 (meters)      18.78  (feet)  COMP
 DD1648  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 DD1648
 DD1648  VERT ORDER  -  FIRST     CLASS II
 DD1648
 DD1648.The horizontal coordinates were scaled from a topographic map and have
 DD1648.an estimated accuracy of +/- 6 seconds.
 DD1648
 DD1648.The orthometric height was determined by differential leveling
 DD1648.and adjusted by the National Geodetic Survey in June 1991..
 DD1648
 DD1648.The geoid height was determined by GEOID03.
 DD1648
 DD1648.The dynamic height is computed by dividing the NAVD 88
 DD1648.geopotential number by the normal gravity value computed on the
 DD1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1648.degrees latitude (g = 980.6199 gals.).
 DD1648
 DD1648.The modeled gravity was interpolated from observed gravity values.
 DD1648
 DD1648;                    North         East    Units  Estimated Accuracy
 DD1648;SPC SC       -   213,220.      792,620.      MT  (+/- 180 meters Scaled)
 DD1648
 DD1648                          SUPERSEDED SURVEY CONTROL
 DD1648
 DD1648  NGVD 29 (03/21/89)    6.043  (m)           19.83   (f) ADJUSTED    1 2
 DD1648
 DD1648.Superseded values are not recommended for survey control.
 DD1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1648.See file dsdata.txt to determine how the superseded data were derived.
 DD1648
 DD1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT830351(NAD 83)
 DD1648_MARKER: DD = SURVEY DISK
 DD1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1648_SP_SET: CONCRETE POST
 DD1648_STAMPING: VERT 26 213 1986
 DD1648_MARK LOGO: SCGS  
 DD1648_PROJECTION: FLUSH
 DD1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1648
 DD1648  HISTORY     - Date     Condition        Report By
 DD1648  HISTORY     - 1986     MONUMENTED       SCGS
 DD1648
 DD1648                          STATION DESCRIPTION
 DD1648
 DD1648'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1648'10.9 KM (6.8 MI) SSE FROM CONWAY.
 DD1648'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1648'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1648'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1648'HIGHWAY 501, CONTINUE 7.7 KM (4.8 MI) SOUTH ALONG STATE HIGHWAY 544,
 DD1648'THENCE 0.1 KM (0.05 MI) WEST ALONG THE ENTRANCE ROAD TO CABOTS CREEK,
 DD1648'SET NEAR A FIRE HYDRANT IN THE SOUTHWEST ANGLE OF A PAVED ROAD LEADING
 DD1648'SOUTH SOUTHWEST, 10.57 METERS (34.68 FT) WEST NORTHWEST OF THE CENTER
 DD1648'OF THE PAVED ROAD, 10.53 METERS (34.55 FT) SOUTH SOUTHEAST OF THE
 DD1648'CENTER OF THE ENTRANCE ROAD, 43.3 METERS (142.06 FT) EAST OF THE
 DD1648'CENTER OF AN ELECTRIC TRANSFORMER BOX, 23.33 METERS (76.54 FT) NORTH
 DD1648'NORTHWEST OF A TELEPHONE JUNCTION BOX, 2.18 METERS (7.15 FT) SOUTH
 DD1648'SOUTHWEST OF THE FIRE HYDRANT.
 DD1648'THE MARK IS 2.55 METERS  SW FROM A WITNESS POST.
 DD1648'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1655 ***********************************************************************
 DD1655  DESIGNATION -  26 214
 DD1655  PID         -  DD1655
 DD1655  STATE/COUNTY-  SC/HORRY
 DD1655  USGS QUAD   -  CONWAY (1980)
 DD1655
 DD1655                         *CURRENT SURVEY CONTROL
 DD1655  ___________________________________________________________________
 DD1655* NAD 83(1986)-  33 46 09.     (N)    079 01 14.     (W)     SCALED    
 DD1655* NAVD 88     -        12.612  (meters)      41.38   (feet)  ADJUSTED  
 DD1655  ___________________________________________________________________
 DD1655  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DD1655  DYNAMIC HT  -          12.600 (meters)      41.34  (feet)  COMP
 DD1655  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 DD1655
 DD1655  VERT ORDER  -  FIRST     CLASS II
 DD1655
 DD1655.The horizontal coordinates were scaled from a topographic map and have
 DD1655.an estimated accuracy of +/- 6 seconds.
 DD1655
 DD1655.The orthometric height was determined by differential leveling
 DD1655.and adjusted by the National Geodetic Survey in June 1991..
 DD1655
 DD1655.The geoid height was determined by GEOID03.
 DD1655
 DD1655.The dynamic height is computed by dividing the NAVD 88
 DD1655.geopotential number by the normal gravity value computed on the
 DD1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1655.degrees latitude (g = 980.6199 gals.).
 DD1655
 DD1655.The modeled gravity was interpolated from observed gravity values.
 DD1655
 DD1655;                    North         East    Units  Estimated Accuracy
 DD1655;SPC SC       -   216,430.      792,920.      MT  (+/- 180 meters Scaled)
 DD1655
 DD1655                          SUPERSEDED SURVEY CONTROL
 DD1655
 DD1655  NGVD 29 (03/21/89)   12.924  (m)           42.40   (f) ADJUSTED    1 2
 DD1655
 DD1655.Superseded values are not recommended for survey control.
 DD1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1655.See file dsdata.txt to determine how the superseded data were derived.
 DD1655
 DD1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT833383(NAD 83)
 DD1655_MARKER: DD = SURVEY DISK
 DD1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1655_SP_SET: CONCRETE POST
 DD1655_STAMPING: VERT 26 214 1986
 DD1655_MARK LOGO: SCGS  
 DD1655_PROJECTION: FLUSH
 DD1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1655
 DD1655  HISTORY     - Date     Condition        Report By
 DD1655  HISTORY     - 1986     MONUMENTED       SCGS
 DD1655
 DD1655                          STATION DESCRIPTION
 DD1655
 DD1655'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1655'8.0 KM (5.0 MI) SSE FROM CONWAY.
 DD1655'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1655'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1655'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1655'HIGHWAY 501, CONTINUE 4.2 KM (2.6 MI) SOUTH ALONG STATE HIGHWAY 544,
 DD1655'SET NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF GALE AVENUE,
 DD1655'29.1 METERS (95.47 FT) EAST OF THE CENTER OF THE HIGHWAY, 9.02 METERS
 DD1655'(29.59 FT) SOUTH SOUTHEAST OF THE CENTER OF THE AVENUE, 3.15 METERS
 DD1655'(10.33 FT) NORTH NORTHEAST OF A 5 INCH OAK TREE, 0.98 METER (3.22 FT)
 DD1655'SOUTHEAST OF THE POWER POLE.
 DD1655'THE MARK IS 1.00 METERS  SE FROM A WITNESS POST.
 DD1655'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1657 ***********************************************************************
 DD1657  DESIGNATION -  26 215
 DD1657  PID         -  DD1657
 DD1657  STATE/COUNTY-  SC/HORRY
 DD1657  USGS QUAD   -  CONWAY (1980)
 DD1657
 DD1657                         *CURRENT SURVEY CONTROL
 DD1657  ___________________________________________________________________
 DD1657* NAD 83(1986)-  33 47 10.     (N)    079 01 11.     (W)     SCALED    
 DD1657* NAVD 88     -        12.332  (meters)      40.46   (feet)  ADJUSTED  
 DD1657  ___________________________________________________________________
 DD1657  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DD1657  DYNAMIC HT  -          12.320 (meters)      40.42  (feet)  COMP
 DD1657  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 DD1657
 DD1657  VERT ORDER  -  FIRST     CLASS II
 DD1657
 DD1657.The horizontal coordinates were scaled from a topographic map and have
 DD1657.an estimated accuracy of +/- 6 seconds.
 DD1657
 DD1657.The orthometric height was determined by differential leveling
 DD1657.and adjusted by the National Geodetic Survey in June 1991..
 DD1657
 DD1657.The geoid height was determined by GEOID03.
 DD1657
 DD1657.The dynamic height is computed by dividing the NAVD 88
 DD1657.geopotential number by the normal gravity value computed on the
 DD1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1657.degrees latitude (g = 980.6199 gals.).
 DD1657
 DD1657.The modeled gravity was interpolated from observed gravity values.
 DD1657
 DD1657;                    North         East    Units  Estimated Accuracy
 DD1657;SPC SC       -   218,310.      792,960.      MT  (+/- 180 meters Scaled)
 DD1657
 DD1657                          SUPERSEDED SURVEY CONTROL
 DD1657
 DD1657  NGVD 29 (03/21/89)   12.644  (m)           41.48   (f) ADJUSTED    1 2
 DD1657
 DD1657.Superseded values are not recommended for survey control.
 DD1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1657.See file dsdata.txt to determine how the superseded data were derived.
 DD1657
 DD1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT833402(NAD 83)
 DD1657_MARKER: DD = SURVEY DISK
 DD1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1657_SP_SET: CONCRETE POST
 DD1657_STAMPING: VERT 26 215 1986
 DD1657_MARK LOGO: SCGS  
 DD1657_PROJECTION: FLUSH
 DD1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1657
 DD1657  HISTORY     - Date     Condition        Report By
 DD1657  HISTORY     - 1986     MONUMENTED       SCGS
 DD1657
 DD1657                          STATION DESCRIPTION
 DD1657
 DD1657'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1657'6.6 KM (4.1 MI) SE FROM CONWAY.
 DD1657'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1657'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1657'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1657'HIGHWAY 501, CONTINUE 2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 544,
 DD1657'SET NEAR THE MEADE LOOKOUT TOWER, 41.4 METERS (135.83 FT) EAST
 DD1657'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 61.84 METERS (202.89 FT) SOUTH
 DD1657'SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE ON THE NORTH SIDE OF THE
 DD1657'TOWER, 7.4 METERS (24.29 FT) NORTH NORTHEAST OF THE NORTHEAST LEG OF
 DD1657'THE TOWER, 15.6 METERS (51.18 FT) NORTHWEST OF A POWER POLE NUMBER 30.
 DD1657'THE MARK IS 7.40 METERS  NNE FROM A WITNESS POST.
 DD1657'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1623 ***********************************************************************
 DD1623  DESIGNATION -  26 216
 DD1623  PID         -  DD1623
 DD1623  STATE/COUNTY-  SC/HORRY
 DD1623  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1623
 DD1623                         *CURRENT SURVEY CONTROL
 DD1623  ___________________________________________________________________
 DD1623* NAD 83(1986)-  33 41 54.     (N)    078 59 51.     (W)     SCALED    
 DD1623* NAVD 88     -         5.496  (meters)      18.03   (feet)  ADJUSTED  
 DD1623  ___________________________________________________________________
 DD1623  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DD1623  DYNAMIC HT  -           5.491 (meters)      18.02  (feet)  COMP
 DD1623  MODELED GRAV-     979,617.2   (mgal)                       NAVD 88
 DD1623
 DD1623  VERT ORDER  -  FIRST     CLASS II
 DD1623
 DD1623.The horizontal coordinates were scaled from a topographic map and have
 DD1623.an estimated accuracy of +/- 6 seconds.
 DD1623
 DD1623.The orthometric height was determined by differential leveling
 DD1623.and adjusted by the National Geodetic Survey in June 1991..
 DD1623
 DD1623.The geoid height was determined by GEOID03.
 DD1623
 DD1623.The dynamic height is computed by dividing the NAVD 88
 DD1623.geopotential number by the normal gravity value computed on the
 DD1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1623.degrees latitude (g = 980.6199 gals.).
 DD1623
 DD1623.The modeled gravity was interpolated from observed gravity values.
 DD1623
 DD1623;                    North         East    Units  Estimated Accuracy
 DD1623;SPC SC       -   208,620.      795,200.      MT  (+/- 180 meters Scaled)
 DD1623
 DD1623                          SUPERSEDED SURVEY CONTROL
 DD1623
 DD1623  NGVD 29 (03/21/89)    5.808  (m)           19.06   (f) ADJUSTED    1 2
 DD1623
 DD1623.Superseded values are not recommended for survey control.
 DD1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1623.See file dsdata.txt to determine how the superseded data were derived.
 DD1623
 DD1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT855305(NAD 83)
 DD1623_MARKER: DD = SURVEY DISK
 DD1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1623_SP_SET: CONCRETE POST
 DD1623_STAMPING: VERT 26 216 1986
 DD1623_MARK LOGO: SCGS  
 DD1623_PROJECTION: FLUSH
 DD1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1623
 DD1623  HISTORY     - Date     Condition        Report By
 DD1623  HISTORY     - 1986     MONUMENTED       SCGS
 DD1623
 DD1623                          STATION DESCRIPTION
 DD1623
 DD1623'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1623'10.6 KM (6.6 MI) WEST FROM MYRTLE BEACH.
 DD1623'7.2 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1623'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1623'BEACH, THENCE 6.3 KM (3.9 MI) SOUTHWEST ALONG STATE ROAD 137
 DD1623'(FORESTBROOK ROAD), SET NEAR A POWER POLE IN A MEDIAN WITH SEVERAL
 DD1623'YUCCA PLANTS ON THE SOUTHWEST SIDE OF A TWO STORY WOODEN HOUSE, 1.2 KM
 DD1623'(0.75 MI) NORTHEAST OF STATE HIGHWAY 544, 8.0 METERS (26.25 FT) NORTH
 DD1623'NORTHWEST OF THE CENTER OF THE ROAD, 4.15 METERS (13.62 FT) EAST
 DD1623'NORTHEAST OF THE CENTER OF THE SOUTHERN DRIVE, 20.95 METERS (68.73 FT)
 DD1623'SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 1.69 METERS
 DD1623'(5.54 FT) NORTH NORTHWEST OF THE POWER POLE 20I6, 13.97 METERS
 DD1623'(45.83 FT) SOUTH OF A 32 INCH PECAN TREE.
 DD1623'THE MARK IS 0.95 METERS  WNW FROM A WITNESS POST.
 DD1623'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1624 ***********************************************************************
 DD1624  DESIGNATION -  26 217
 DD1624  PID         -  DD1624
 DD1624  STATE/COUNTY-  SC/HORRY
 DD1624  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1624
 DD1624                         *CURRENT SURVEY CONTROL
 DD1624  ___________________________________________________________________
 DD1624* NAD 83(1986)-  33 42 24.     (N)    078 59 06.     (W)     SCALED    
 DD1624* NAVD 88     -         4.075  (meters)      13.37   (feet)  ADJUSTED  
 DD1624  ___________________________________________________________________
 DD1624  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DD1624  DYNAMIC HT  -           4.071 (meters)      13.36  (feet)  COMP
 DD1624  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 DD1624
 DD1624  VERT ORDER  -  FIRST     CLASS II
 DD1624
 DD1624.The horizontal coordinates were scaled from a topographic map and have
 DD1624.an estimated accuracy of +/- 6 seconds.
 DD1624
 DD1624.The orthometric height was determined by differential leveling
 DD1624.and adjusted by the National Geodetic Survey in June 1991..
 DD1624
 DD1624.The geoid height was determined by GEOID03.
 DD1624
 DD1624.The dynamic height is computed by dividing the NAVD 88
 DD1624.geopotential number by the normal gravity value computed on the
 DD1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1624.degrees latitude (g = 980.6199 gals.).
 DD1624
 DD1624.The modeled gravity was interpolated from observed gravity values.
 DD1624
 DD1624;                    North         East    Units  Estimated Accuracy
 DD1624;SPC SC       -   209,570.      796,340.      MT  (+/- 180 meters Scaled)
 DD1624
 DD1624                          SUPERSEDED SURVEY CONTROL
 DD1624
 DD1624  NGVD 29 (03/21/89)    4.387  (m)           14.39   (f) ADJUSTED    1 2
 DD1624
 DD1624.Superseded values are not recommended for survey control.
 DD1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1624.See file dsdata.txt to determine how the superseded data were derived.
 DD1624
 DD1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT867314(NAD 83)
 DD1624_MARKER: DD = SURVEY DISK
 DD1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1624_SP_SET: CONCRETE POST
 DD1624_STAMPING: VERT 26 217 1986
 DD1624_MARK LOGO: SCGS  
 DD1624_PROJECTION: FLUSH
 DD1624_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1624+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DD1624
 DD1624  HISTORY     - Date     Condition        Report By
 DD1624  HISTORY     - 1986     MONUMENTED       SCGS
 DD1624  HISTORY     - 19970709 GOOD             SCGS
 DD1624
 DD1624                          STATION DESCRIPTION
 DD1624
 DD1624'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1624'9.55 KM (5.95 MI) WNW FROM MYRTLE BEACH.
 DD1624'7.2 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1624'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1624'BEACH, THENCE 4.8 KM (3.0 MI) SOUTHWEST ALONG STATE ROAD 137
 DD1624'(FORESTBROOK ROAD), SET NEAR A POWER POLE ON THE WEST SIDE OF A ONE
 DD1624'STORY RED BRICK HOUSE, 21.25 METERS (69.72 FT) SOUTH SOUTHEAST OF THE
 DD1624'CENTER OF THE ROAD, 22.3 METERS (73.16 FT) WEST OF THE WEST CORNER OF
 DD1624'THE HOUSE, 25.6 METERS (83.99 FT) NORTHWEST OF A LONE TWIN TRUNK
 DD1624'MAGNOLIA TREE, 2.18 METERS (7.15 FT) EAST NORTHEAST OF THE POWER POLE,
 DD1624'18.2 METERS (59.71 FT) WEST SOUTHWEST OF THE CENTER OF A PAVED DRIVE
 DD1624'LEADING TO THE HOUSE.
 DD1624'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1624
 DD1624                          STATION RECOVERY (1997)
 DD1624
 DD1624'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1624'STATION IS LOCATED 5.95 MILES (9.58 KM) WEST NORTHWEST OF MYRTLE
 DD1624'BEACH, 9.65 MILES (15.53 KM) SOUTH SOUTHEAST OF CONWAY. OWNERSHIP--IDA
 DD1624'FERRY MCCORMICK, 2573 FORESTBROOK ROAD, MYRTLE BEACH, SC 29575, PHONE
 DD1624'803-236-2441.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1624'HIGHWAY 17 (MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM) NORTHWEST
 DD1624'OF MYRTLE BEACH, GO NORTHWEST ON HIGHWAY 501 FOR 2.4 MILES (3.9 KM) TO
 DD1624'THE JUNCTION OF STATE ROAD 137 (FOREST BROOK ROAD) , TURN LEFT ON ROAD
 DD1624'137 FOR 2.95 MILES (4.75 KM) TO THE JUNCTION OF STATE ROAD 1317 (BUCK
 DD1624'SCRAPE TRAIL) , CONTINUE ON ROAD 137 FOR 0.05 MILE (0.08 KM) TO THE
 DD1624'STATION ON THE LEFT NEAR A POWER POLE IN WEST CORNER OF THE FRONT YARD
 DD1624'OF A BRICK HOUSE NUMBER 2573. STATION IS A CONCRETE POST FLUSH WITH
 DD1624'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 72.0 FEET (21.9 M)
 DD1624'SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 54.9 FEET (16.7 M) WEST OF
 DD1624'THE WEST CORNER OF THE NORTHWEST BRICK COLUMN OF THE CARPORT OF THE
 DD1624'HOUSE, 7.2 FEET (2.2 M) EAST NORTHEAST OF THE POWER POLE WITH A SCGS
 DD1624'REFERENCE WASHER ATTACHED, 54.9 FEET (16.7 M) WEST SOUTHWEST OF THE
 DD1624'CENTER OF A SAND ROAD (LUCKY LANE) , 121.5 FEET (37.0 M) NORTHEAST OF
 DD1624'THE CORNER OF A VINYL-SIDED HOUSE (GARAGE) NUMBER 2603.  RECOVERED BY
 DD1624'C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1629 ***********************************************************************
 DD1629  DESIGNATION -  26 218
 DD1629  PID         -  DD1629
 DD1629  STATE/COUNTY-  SC/HORRY
 DD1629  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1629
 DD1629                         *CURRENT SURVEY CONTROL
 DD1629  ___________________________________________________________________
 DD1629* NAD 83(1986)-  33 42 57.     (N)    078 57 58.     (W)     SCALED    
 DD1629* NAVD 88     -         4.758  (meters)      15.61   (feet)  ADJUSTED  
 DD1629  ___________________________________________________________________
 DD1629  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD1629  DYNAMIC HT  -           4.753 (meters)      15.59  (feet)  COMP
 DD1629  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 DD1629
 DD1629  VERT ORDER  -  FIRST     CLASS II
 DD1629
 DD1629.The horizontal coordinates were scaled from a topographic map and have
 DD1629.an estimated accuracy of +/- 6 seconds.
 DD1629
 DD1629.The orthometric height was determined by differential leveling
 DD1629.and adjusted by the National Geodetic Survey in June 1991..
 DD1629
 DD1629.The geoid height was determined by GEOID03.
 DD1629
 DD1629.The dynamic height is computed by dividing the NAVD 88
 DD1629.geopotential number by the normal gravity value computed on the
 DD1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1629.degrees latitude (g = 980.6199 gals.).
 DD1629
 DD1629.The modeled gravity was interpolated from observed gravity values.
 DD1629
 DD1629;                    North         East    Units  Estimated Accuracy
 DD1629;SPC SC       -   210,620.      798,070.      MT  (+/- 180 meters Scaled)
 DD1629
 DD1629                          SUPERSEDED SURVEY CONTROL
 DD1629
 DD1629  NGVD 29 (03/21/89)    5.069  (m)           16.63   (f) ADJUSTED    1 2
 DD1629
 DD1629.Superseded values are not recommended for survey control.
 DD1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1629.See file dsdata.txt to determine how the superseded data were derived.
 DD1629
 DD1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT884325(NAD 83)
 DD1629_MARKER: DD = SURVEY DISK
 DD1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1629_SP_SET: CONCRETE POST
 DD1629_STAMPING: VERT 26 218 1986
 DD1629_MARK LOGO: SCGS  
 DD1629_PROJECTION: FLUSH
 DD1629_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1629+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DD1629
 DD1629  HISTORY     - Date     Condition        Report By
 DD1629  HISTORY     - 1986     MONUMENTED       SCGS
 DD1629  HISTORY     - 19970709 GOOD             SCGS
 DD1629  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 DD1629  HISTORY     - 20040411 MARK NOT FOUND   USPSQD
 DD1629  HISTORY     - 20050417 MARK NOT FOUND   USPSQD
 DD1629
 DD1629                          STATION DESCRIPTION
 DD1629
 DD1629'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1629'8.2 KM (5.1 MI) WNW FROM MYRTLE BEACH.
 DD1629'7.2 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1629'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1629'BEACH, THENCE 2.7 KM (1.7 MI) SOUTHWEST ALONG STATE ROAD 137
 DD1629'(FORESTBROOK ROAD), SET NEAR A 18 INCH PINE TREE IN THE SOUTHEAST
 DD1629'CORNER OF THE YARD OF A TWO STORY RED AND WHITE BRICK HOUSE,
 DD1629'81.75 METERS (268.21 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DD1629'HOUSE, 13.92 METERS (45.67 FT) NORTH NORTHWEST OF THE CENTER OF THE
 DD1629'ROAD, 2.85 METERS (9.35 FT) SOUTH SOUTHEAST OF THE PINE TREE,
 DD1629'0.5 METER (1.64 FT) WEST SOUTHWEST OF THE EXTENDED CENTER OF BROOKGATE
 DD1629'DRIVE, 10.3 METERS (33.79 FT) WEST NORTHWEST OF A POWER POLE.
 DD1629'THE MARK IS 0.30 M BELOW ROAD.
 DD1629
 DD1629                          STATION RECOVERY (1997)
 DD1629
 DD1629'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1629'STATION IS LOCATED 9.55 MILES (15.37 KM) SOUTHEAST OF CONWAY, 5.0
 DD1629'MILES (8.0 KM) WEST NORTHWEST OF MYRTLE BEACH.  OWNERSHIP--N.C.
 DD1629'HUGGINS, 1500 FORESTBROOK ROAD, MYRTLE BEACH.  TO REACH THE STATION
 DD1629'FROM THE OVERPASS JUNCTION OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY)
 DD1629'AND 501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE BEACH, GO NORTHWEST ON
 DD1629'HIGHWAY 501 FOR 2.4 MILES (3.9 KM) TO THE JUNCTION OF STATE ROAD 137
 DD1629'(FOREST BROOK ROAD) , TURN LEFT ON ROAD 137 FOR 1.7 MILES (2.7 KM) TO
 DD1629'THE STATION ON THE RIGHT IN THE TREE-LINE AT THE SOUTHEAST CORNER OF
 DD1629'THE FRONT YARD OF A TWO STORY BRICK HOUSE NUMBER 1500.  STATION IS A
 DD1629'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 2.0 FEET (0.6 M) BELOW
 DD1629'THE ROAD, 45.5 FEET (13.9 M) NORTH NORTHWEST OF THE CENTER OF ROAD
 DD1629'137, 2.5 FEET (0.8 M) WEST SOUTHWEST OF THE EXTENDED CENTER OF A ROAD
 DD1629'LEADING SOUTH SOUTHEAST (BROOKGATE DRIVE) , 15.5 FEET (4.7 M) NORTH
 DD1629'NORTHWEST OF A PVC RAIL FENCE, 33.4 FEET (10.2 M) WEST NORTHWEST OF A
 DD1629'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 46.1 FEET (14.1 M)
 DD1629'WEST NORTHWEST OF A MANHOLE COVER. RECOVERED BY C.E.  GEOGHEGAN
 DD1629
 DD1629                          STATION RECOVERY (2001)
 DD1629
 DD1629'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 DD1629'MARK NOT FOUND.
 DD1629
 DD1629                          STATION RECOVERY (2004)
 DD1629
 DD1629'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1629'MARK NOT FOUND.
 DD1629
 DD1629                          STATION RECOVERY (2005)
 DD1629
 DD1629'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1629'SEARCH WAS MADE IN AREA OF PLOTTED POSITION.  MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1631 ***********************************************************************
 DD1631  DESIGNATION -  26 219
 DD1631  PID         -  DD1631
 DD1631  STATE/COUNTY-  SC/HORRY
 DD1631  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1631
 DD1631                         *CURRENT SURVEY CONTROL
 DD1631  ___________________________________________________________________
 DD1631* NAD 83(1986)-  33 43 38.     (N)    078 57 08.     (W)     SCALED    
 DD1631* NAVD 88     -         5.687  (meters)      18.66   (feet)  ADJUSTED  
 DD1631  ___________________________________________________________________
 DD1631  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD1631  DYNAMIC HT  -           5.681 (meters)      18.64  (feet)  COMP
 DD1631  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 DD1631
 DD1631  VERT ORDER  -  FIRST     CLASS II
 DD1631
 DD1631.The horizontal coordinates were scaled from a topographic map and have
 DD1631.an estimated accuracy of +/- 6 seconds.
 DD1631
 DD1631.The orthometric height was determined by differential leveling
 DD1631.and adjusted by the National Geodetic Survey in June 1991..
 DD1631
 DD1631.The geoid height was determined by GEOID03.
 DD1631
 DD1631.The dynamic height is computed by dividing the NAVD 88
 DD1631.geopotential number by the normal gravity value computed on the
 DD1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1631.degrees latitude (g = 980.6199 gals.).
 DD1631
 DD1631.The modeled gravity was interpolated from observed gravity values.
 DD1631
 DD1631;                    North         East    Units  Estimated Accuracy
 DD1631;SPC SC       -   211,900.      799,340.      MT  (+/- 180 meters Scaled)
 DD1631
 DD1631                          SUPERSEDED SURVEY CONTROL
 DD1631
 DD1631  NGVD 29 (03/21/89)    5.998  (m)           19.68   (f) ADJUSTED    1 2
 DD1631
 DD1631.Superseded values are not recommended for survey control.
 DD1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1631.See file dsdata.txt to determine how the superseded data were derived.
 DD1631
 DD1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT897337(NAD 83)
 DD1631_MARKER: DD = SURVEY DISK
 DD1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1631_SP_SET: CONCRETE POST
 DD1631_STAMPING: VERT 26 219 1986
 DD1631_MARK LOGO: SCGS  
 DD1631_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1631_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1631+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DD1631
 DD1631  HISTORY     - Date     Condition        Report By
 DD1631  HISTORY     - 1986     MONUMENTED       SCGS
 DD1631  HISTORY     - 19970709 GOOD             SCGS
 DD1631
 DD1631                          STATION DESCRIPTION
 DD1631
 DD1631'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1631'7.5 KM (4.65 MI) NW FROM MYRTLE BEACH.
 DD1631'7.2 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1631'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1631'BEACH, THENCE 1.0 KM (0.6 MI) SOUTHWEST ALONG STATE ROAD 137
 DD1631'(FORESTBROOK ROAD), SET NEAR THE SOUTH CORNER OF A CHAIN LINK FENCE
 DD1631'SURROUNDING A POWER SUBSTATION IN THE SOUTH ANGLE OF LIMERICK ROAD,
 DD1631'53.65 METERS (176.02 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 DD1631'58.7 METERS (192.58 FT) SOUTHWEST OF THE CENTER OF LIMERICK ROAD,
 DD1631'15.2 METERS (49.87 FT) EAST SOUTHEAST OF A POWER POLE, 0.82 METER
 DD1631'(2.69 FT) SOUTH OF THE SOUTH CORNER OF THE FENCE.
 DD1631'THE MARK IS 0.65 METERS  S FROM A WITNESS POST.
 DD1631'THE MARK IS ABOVE LEVEL WITH LIMERICK ROAD.
 DD1631
 DD1631                          STATION RECOVERY (1997)
 DD1631
 DD1631'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1631'STATION IS LOCATED 4.6 MILES (7.4 KM) NORTHWEST OF MYRTLE BEACH, 9.3
 DD1631'MILES (15.0 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--HORRY ELECTRIC
 DD1631'COOPERATIVE.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 DD1631'HIGHWAY 17 (MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM) NORTHWEST
 DD1631'OF MYRTLE BEACH, GO NORTHWEST ON HIGHWAY 501 FOR 2.4 MILES (3.9 KM) TO
 DD1631'THE JUNCTION OF STATE ROAD 137 (FOREST BROOK ROAD) , TURN LEFT ON ROAD
 DD1631'137 FOR 0.6 MILE (1.0 KM) TO THE STATION NEAR THE SOUTH CORNER OF A
 DD1631'CHAIN LINK FENCE SURROUNDING AN ELECTRIC SUBSTATION (PINE ISLAND) IN
 DD1631'THE SOUTH ANGLE OF LIMERICK ROAD.  STATION IS A CONCRETE POST
 DD1631'PROJECTING 0.1 FOOT (3.0 CM) , 175.6 FEET (53.5 M) SOUTHEAST OF THE
 DD1631'CENTER OF ROAD 137, 2.7 FEET (0.8 M) SOUTH OF THE CORNER OF THE FENCE,
 DD1631'192.2 FEET (58.6 M) SOUTHWEST OF THE CENTER OF LIMERICK ROAD, 49.8
 DD1631'FEET (15.2 M) EAST SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE
 DD1631'WASHER ATTACHED.  RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1628 ***********************************************************************
 DD1628  DESIGNATION -  26 220
 DD1628  PID         -  DD1628
 DD1628  STATE/COUNTY-  SC/HORRY
 DD1628  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1628
 DD1628                         *CURRENT SURVEY CONTROL
 DD1628  ___________________________________________________________________
 DD1628* NAD 83(1986)-  33 43 09.     (N)    078 56 46.     (W)     SCALED    
 DD1628* NAVD 88     -         5.665  (meters)      18.59   (feet)  ADJUSTED  
 DD1628  ___________________________________________________________________
 DD1628  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DD1628  DYNAMIC HT  -           5.659 (meters)      18.57  (feet)  COMP
 DD1628  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 DD1628
 DD1628  VERT ORDER  -  FIRST     CLASS II
 DD1628
 DD1628.The horizontal coordinates were scaled from a topographic map and have
 DD1628.an estimated accuracy of +/- 6 seconds.
 DD1628
 DD1628.The orthometric height was determined by differential leveling
 DD1628.and adjusted by the National Geodetic Survey in June 1991..
 DD1628
 DD1628.The geoid height was determined by GEOID03.
 DD1628
 DD1628.The dynamic height is computed by dividing the NAVD 88
 DD1628.geopotential number by the normal gravity value computed on the
 DD1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1628.degrees latitude (g = 980.6199 gals.).
 DD1628
 DD1628.The modeled gravity was interpolated from observed gravity values.
 DD1628
 DD1628;                    North         East    Units  Estimated Accuracy
 DD1628;SPC SC       -   211,020.      799,920.      MT  (+/- 180 meters Scaled)
 DD1628
 DD1628                          SUPERSEDED SURVEY CONTROL
 DD1628
 DD1628  NGVD 29 (03/21/89)    5.976  (m)           19.61   (f) ADJUSTED    1 2
 DD1628
 DD1628.Superseded values are not recommended for survey control.
 DD1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1628.See file dsdata.txt to determine how the superseded data were derived.
 DD1628
 DD1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT903329(NAD 83)
 DD1628_MARKER: DD = SURVEY DISK
 DD1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1628_SP_SET: CONCRETE POST
 DD1628_STAMPING: VERT 26 220 1986
 DD1628_MARK LOGO: SCGS  
 DD1628_PROJECTION: FLUSH
 DD1628_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1628+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 DD1628
 DD1628  HISTORY     - Date     Condition        Report By
 DD1628  HISTORY     - 1986     MONUMENTED       SCGS
 DD1628  HISTORY     - 19970714 GOOD             SCGS
 DD1628
 DD1628                          STATION DESCRIPTION
 DD1628
 DD1628'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1628'6.6 KM (4.1 MI) NW FROM MYRTLE BEACH.
 DD1628'6.6 KM (4.1 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1628'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1628'BEACH, THENCE 1.1 KM (0.7 MI) SOUTHWEST ALONG STATE ROAD 992 (BURCALE
 DD1628'ROAD), SET NEAR THE NORTH CORNER OF AN APARTMENT (8) OF OYSTER CATCHER
 DD1628'3 IN THE SOUTH ANGLE OF STATE ROAD 1279, 30.25 METERS (99.25 FT)
 DD1628'SOUTHWEST OF THE CENTER OF ROAD 1279, 19.07 METERS (62.57 FT)
 DD1628'SOUTHEAST OF THE CENTER OF ROAD 992, 37.64 METERS (123.49 FT) EAST
 DD1628'SOUTHEAST OF THE SOUTH CORNER OF A ONE STORY WOODEN HOUSE IN THE WEST
 DD1628'ANGLE OF COUNTRY SIDE DRIVE, 1.19 METERS (3.9 FT) NORTHWEST OF THE
 DD1628'NORTH CORNER OF THE APARTMENT BUILDING.
 DD1628'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1628
 DD1628                          STATION RECOVERY (1997)
 DD1628
 DD1628'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1628'STATION IS LOCATED 4.05 MILES (6.52 KM) WEST NORTHWEST OF MYRTLE
 DD1628'BEACH, 9.95 MILES (16.01 KM) SOUTHEAST OF CONWAY,
 DD1628'OWNERSHIP--INTERSOUTH MANAGEMENT, 291 EAST BAY STREET, SUITE 200,
 DD1628'CHARLESTON, SC 29401, PHONE 803-577-6022.  TO REACH THE STATION FROM
 DD1628'THE OVERPASS JUNCTION OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND
 DD1628'501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE BEACH, GO NORTHWEST ON
 DD1628'HIGHWAY 501 FOR 2.05 MILES (3.30 KM) TO THE JUNCTION OF STATE ROAD 992
 DD1628'(BURCALE ROAD) , TURN LEFT ON ROAD 992 FOR 0.7 MILE (1.1 KM) TO THE
 DD1628'JUNCTION OF STATE ROAD 1279 (CLAY POND ROAD) AND THE STATION ON THE
 DD1628'LEFT NEAR THE NORTH CORNER OF WATERWAY CROSSING APARTMENT BUILDING (A)
 DD1628'AND IN THE SOUTH ANGLE OF THE JUNCTION.  STATION IS A CONCRETE POST
 DD1628'RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROADS,
 DD1628'62.2 FEET (19.0 M) SOUTHEAST OF THE CENTER OF ROAD 992, 100.2 FEET
 DD1628'(30.5 M) SOUTHWEST OF THE CENTER OF ROAD 1279, 3.7 FEET (1.1 M)
 DD1628'NORTHWEST OF THE ORDER OF THE BUILDING (APARTMENT NUMBER A8) , 68.0
 DD1628'FEET (20.7 M) SOUTHWEST OF POWER POLE WITH THREE GUY WIRES AND A
 DD1628'SECURITY LIGHT, 38.8 FEET (11.8 M) SOUTHEAST OF THE NORTHWEST END OF A
 DD1628'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE SOUTHEAST ENTRANCE DRIVE TO
 DD1628'THE APARTMENTS, 81.0 FEET (24.7 M) EAST NORTHEAST OF THE SOUTHEAST END
 DD1628'OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE NORTHWEST ENTRANCE
 DD1628'DRIVE TO THE APARTMENTS.  RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1627 ***********************************************************************
 DD1627  DESIGNATION -  26 221
 DD1627  PID         -  DD1627
 DD1627  STATE/COUNTY-  SC/HORRY
 DD1627  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1627
 DD1627                         *CURRENT SURVEY CONTROL
 DD1627  ___________________________________________________________________
 DD1627* NAD 83(1986)-  33 42 34.     (N)    078 57 16.     (W)     SCALED    
 DD1627* NAVD 88     -         3.307  (meters)      10.85   (feet)  ADJUSTED  
 DD1627  ___________________________________________________________________
 DD1627  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DD1627  DYNAMIC HT  -           3.304 (meters)      10.84  (feet)  COMP
 DD1627  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 DD1627
 DD1627  VERT ORDER  -  FIRST     CLASS II
 DD1627
 DD1627.The horizontal coordinates were scaled from a topographic map and have
 DD1627.an estimated accuracy of +/- 6 seconds.
 DD1627
 DD1627.The orthometric height was determined by differential leveling
 DD1627.and adjusted by the National Geodetic Survey in June 1991..
 DD1627
 DD1627.The geoid height was determined by GEOID03.
 DD1627
 DD1627.The dynamic height is computed by dividing the NAVD 88
 DD1627.geopotential number by the normal gravity value computed on the
 DD1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1627.degrees latitude (g = 980.6199 gals.).
 DD1627
 DD1627.The modeled gravity was interpolated from observed gravity values.
 DD1627
 DD1627;                    North         East    Units  Estimated Accuracy
 DD1627;SPC SC       -   209,930.      799,170.      MT  (+/- 180 meters Scaled)
 DD1627
 DD1627                          SUPERSEDED SURVEY CONTROL
 DD1627
 DD1627  NGVD 29 (03/21/89)    3.618  (m)           11.87   (f) ADJUSTED    1 2
 DD1627
 DD1627.Superseded values are not recommended for survey control.
 DD1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1627.See file dsdata.txt to determine how the superseded data were derived.
 DD1627
 DD1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT895318(NAD 83)
 DD1627_MARKER: DD = SURVEY DISK
 DD1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1627_SP_SET: CONCRETE POST
 DD1627_STAMPING: VERT 26 221 1986
 DD1627_MARK LOGO: SCGS  
 DD1627_PROJECTION: FLUSH
 DD1627_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1627+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 DD1627
 DD1627  HISTORY     - Date     Condition        Report By
 DD1627  HISTORY     - 1986     MONUMENTED       SCGS
 DD1627  HISTORY     - 19970714 GOOD             SCGS
 DD1627
 DD1627                          STATION DESCRIPTION
 DD1627
 DD1627'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1627'6.9 KM (4.3 MI) WNW FROM MYRTLE BEACH.
 DD1627'6.6 KM (4.1 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1627'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1627'BEACH, THENCE 2.4 KM (1.5 MI) SOUTHWEST ALONG STATE ROAD 992 (BURCALE
 DD1627'ROAD), SET NEAR A CROOKED OAK TREE IN FRONT OF A TWO STORY WOODEN
 DD1627'HOUSE, 58.35 METERS (191.44 FT) NORTH NORTHEAST OF A POWER POLE,
 DD1627'29.83 METERS (97.87 FT) EAST SOUTHEAST OF THE EAST CORNER OF THE
 DD1627'HOUSE, 20.0 METERS (65.62 FT) NORTHWEST OF THE CENTER OF THE ROAD,
 DD1627'39.0 METERS (127.95 FT) NORTHEAST OF THE CENTER OF A SAND DRIVE
 DD1627'LEADING TO THE HOUSE, 3.7 METERS (12.14 FT) SOUTH SOUTHWEST OF THE OAK
 DD1627'TREE.
 DD1627'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1627
 DD1627                          STATION RECOVERY (1997)
 DD1627
 DD1627'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1627'STATION IS LOCATED 4.2 MILES (6.8 KM) WEST NORTHWEST OF MYRTLE BEACH,
 DD1627'10.25 MILES (16.50 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--D.M.  AMMONS,
 DD1627'1434 BURCALE ROAD, MYRTLE BEACH, SC 29577, PHONE 803-236-3028.  TO
 DD1627'REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.  HIGHWAY 17 (MARK
 DD1627'GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM) NORTHWEST OF MYRTLE BEACH,
 DD1627'GO NORTHWEST ON HIGHWAY 501 FOR 2.05 MILES (3.30 KM) TO THE JUNCTION
 DD1627'OF STATE ROAD 992 (BURCALE ROAD) , TURN LEFT ON ROAD 992 FOR 1.55
 DD1627'MILES (2.49 KM) TO THE STATION ON THE RIGHT IN A WOODED AREA EAST OF A
 DD1627'TWO STORY WOOD-SIDED HOUSE NUMBER 1434.  STATION IS A CONCRETE POST
 DD1627'FLUSH AND LEVEL WITH THE ROAD, 64.6 FEET (19.7 M) NORTHWEST OF THE
 DD1627'CENTER OF THE ROAD, 97.8 FEET (29.8 M) EAST SOUTHEAST OF THE EAST
 DD1627'CORNER OF THE HOUSE, 35.37 FEET (10.78 M) SOUTH OF A WATER SPIGOT
 DD1627'PROJECTING THREE FEET ON PVC PIPE, 134.1 FEET (40.9 M) NORTH NORTHEAST
 DD1627'OF THE NORTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DD1627'DRIVEWAY LEADING TO THE HOUSE, 126.6 FEET (38.6 M) WEST OF A REDUCE
 DD1627'SPEED SIGN.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1626 ***********************************************************************
 DD1626  DESIGNATION -  26 222
 DD1626  PID         -  DD1626
 DD1626  STATE/COUNTY-  SC/HORRY
 DD1626  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1626
 DD1626                         *CURRENT SURVEY CONTROL
 DD1626  ___________________________________________________________________
 DD1626* NAD 83(1986)-  33 42 03.     (N)    078 57 46.     (W)     SCALED    
 DD1626* NAVD 88     -         3.862  (meters)      12.67   (feet)  ADJUSTED  
 DD1626  ___________________________________________________________________
 DD1626  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DD1626  DYNAMIC HT  -           3.859 (meters)      12.66  (feet)  COMP
 DD1626  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 DD1626
 DD1626  VERT ORDER  -  FIRST     CLASS II
 DD1626
 DD1626.The horizontal coordinates were scaled from a topographic map and have
 DD1626.an estimated accuracy of +/- 6 seconds.
 DD1626
 DD1626.The orthometric height was determined by differential leveling
 DD1626.and adjusted by the National Geodetic Survey in June 1991..
 DD1626
 DD1626.The geoid height was determined by GEOID03.
 DD1626
 DD1626.The dynamic height is computed by dividing the NAVD 88
 DD1626.geopotential number by the normal gravity value computed on the
 DD1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1626.degrees latitude (g = 980.6199 gals.).
 DD1626
 DD1626.The modeled gravity was interpolated from observed gravity values.
 DD1626
 DD1626;                    North         East    Units  Estimated Accuracy
 DD1626;SPC SC       -   208,960.      798,410.      MT  (+/- 180 meters Scaled)
 DD1626
 DD1626                          SUPERSEDED SURVEY CONTROL
 DD1626
 DD1626  NGVD 29 (03/21/89)    4.174  (m)           13.69   (f) ADJUSTED    1 2
 DD1626
 DD1626.Superseded values are not recommended for survey control.
 DD1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1626.See file dsdata.txt to determine how the superseded data were derived.
 DD1626
 DD1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT888308(NAD 83)
 DD1626_MARKER: DD = SURVEY DISK
 DD1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1626_SP_SET: CONCRETE POST
 DD1626_STAMPING: VERT 26 222 1986
 DD1626_MARK LOGO: SCGS  
 DD1626_PROJECTION: FLUSH
 DD1626_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1626+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 DD1626
 DD1626  HISTORY     - Date     Condition        Report By
 DD1626  HISTORY     - 1986     MONUMENTED       SCGS
 DD1626  HISTORY     - 19970714 GOOD             SCGS
 DD1626
 DD1626                          STATION DESCRIPTION
 DD1626
 DD1626'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1626'7.5 KM (4.65 MI) WNW FROM MYRTLE BEACH.
 DD1626'6.6 KM (4.1 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1626'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1626'BEACH, THENCE 3.6 KM (2.25 MI) SOUTHWEST ALONG STATE ROAD 992 (BURCALE
 DD1626'ROAD), SET NEAR A POWER POLE ON THE WEST SIDE OF A BRICK HOUSE IN THE
 DD1626'NORTH ANGLE OF A SAND ROAD (MCCORMICK ROAD), 33.75 METERS (110.73 FT)
 DD1626'NORTHWEST OF THE CENTER OF BURCALE ROAD, 31.85 METERS (104.49 FT)
 DD1626'NORTHEAST OF THE CENTER OF MCCORMICK ROAD, 23.08 METERS (75.72 FT)
 DD1626'WEST OF THE SOUTH CORNER OF THE HOUSE, 1.07 METERS (3.51 FT) SOUTH
 DD1626'SOUTHEAST OF THE POWER POLE, 24.24 METERS (79.53 FT) EAST OF A TWIN
 DD1626'TRUNK OAK TREE.
 DD1626'THE MARK IS ABOVE LEVEL WITH YARD.
 DD1626
 DD1626                          STATION RECOVERY (1997)
 DD1626
 DD1626'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1626'STATION IS LOCATED 4.6 MILES (7.4 KM) WEST NORTHWEST OF MYRTLE BEACH,
 DD1626'10.6 MILES (17.1 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--2056 BURCALE
 DD1626'ROAD, MYRTLE BEACH, SC.  TO REACH THE STATION FROM THE OVERPASS
 DD1626'JUNCTION OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND 501, 2.1 MILES
 DD1626'(3.4 KM) NORTHWEST OF MYRTLE BEACH, GO NORTHWEST ON HIGHWAY 501 FOR
 DD1626'2.05 MILES (3.30 KM) TO THE JUNCTION OF STATE ROAD 992 (BURCALE ROAD)
 DD1626', TURN LEFT ON ROAD 992 FOR 2.25 MILES (3.62 KM) TO THE STATION ON THE
 DD1626'RIGHT NEAR A SECURITY LIGHT POLE ON THE WEST SIDE OF A BRICK HOUSE
 DD1626'NUMBER 2056, IN THE NORTHEAST ANGLE OF A SAND ROAD (MCCORMICK ROAD) .
 DD1626'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD1626'DRIVEWAY, 206.9 FEET (63.1 M) NORTHWEST OF THE CENTER OF THE ROAD,
 DD1626'104.4 FEET (31.8 M) NORTHEAST OF THE CENTER OF MCCORMICK ROAD, 3.6
 DD1626'FEET (1.1 M) SOUTHEAST OF THE LIGHT POLE, 75.7 FEET (23.1 M) WEST OF
 DD1626'THE SOUTH CORNER OF THE HOUSE, 85.5 FEET (26.1 M) NORTHEAST OF A POWER
 DD1626'POLE NUMBER 20J-14 1/2 WITH A TRANSFORMER, 99.6 FEET (30.4 M) SOUTH OF
 DD1626'THE SOUTH CORNER OF A BRICK WELL HOUSE.  RECOVERED BY C.E.GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1906 ***********************************************************************
 DD1906  DESIGNATION -  26 223
 DD1906  PID         -  DD1906
 DD1906  STATE/COUNTY-  SC/HORRY
 DD1906  USGS QUAD   -  CONWAY (1980)
 DD1906
 DD1906                         *CURRENT SURVEY CONTROL
 DD1906  ___________________________________________________________________
 DD1906* NAD 83(1986)-  33 49 13.     (N)    079 01 09.     (W)     SCALED    
 DD1906* NAVD 88     -        14.193  (meters)      46.56   (feet)  ADJUSTED  
 DD1906  ___________________________________________________________________
 DD1906  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD1906  DYNAMIC HT  -          14.179 (meters)      46.52  (feet)  COMP
 DD1906  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 DD1906
 DD1906  VERT ORDER  -  FIRST     CLASS II
 DD1906
 DD1906.The horizontal coordinates were scaled from a topographic map and have
 DD1906.an estimated accuracy of +/- 6 seconds.
 DD1906
 DD1906.The orthometric height was determined by differential leveling
 DD1906.and adjusted by the National Geodetic Survey in June 1991..
 DD1906
 DD1906.The geoid height was determined by GEOID03.
 DD1906
 DD1906.The dynamic height is computed by dividing the NAVD 88
 DD1906.geopotential number by the normal gravity value computed on the
 DD1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1906.degrees latitude (g = 980.6199 gals.).
 DD1906
 DD1906.The modeled gravity was interpolated from observed gravity values.
 DD1906
 DD1906;                    North         East    Units  Estimated Accuracy
 DD1906;SPC SC       -   222,100.      792,940.      MT  (+/- 180 meters Scaled)
 DD1906
 DD1906                          SUPERSEDED SURVEY CONTROL
 DD1906
 DD1906  NGVD 29 (03/21/89)   14.506  (m)           47.59   (f) ADJUSTED    1 2
 DD1906
 DD1906.Superseded values are not recommended for survey control.
 DD1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1906.See file dsdata.txt to determine how the superseded data were derived.
 DD1906
 DD1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT833439(NAD 83)
 DD1906_MARKER: DD = SURVEY DISK
 DD1906_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1906_SP_SET: DECK OF BRIDGE ABOVE ABUTMENT
 DD1906_STAMPING: VERT 26 223 1986
 DD1906_MARK LOGO: SCGS  
 DD1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1906
 DD1906  HISTORY     - Date     Condition        Report By
 DD1906  HISTORY     - 1986     MONUMENTED       SCGS
 DD1906
 DD1906                          STATION DESCRIPTION
 DD1906
 DD1906'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1906'3.8 KM (2.35 MI) SE FROM CONWAY.
 DD1906'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1906'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1906'THENCE 0.5 KILOMETER (0.3 MILE) EASTERLY ALONG STATE HIGHWAY 90, SET
 DD1906'IN THE NORTHEAST CORNER OF A BRIDGE OVER THE RAILROAD TRACKS AND A
 DD1906'PAVED ROAD.
 DD1906'THE MARK IS 1.06 METERS  SSW FROM  A WITNESS POST
 DD1906'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1907 ***********************************************************************
 DD1907  DESIGNATION -  26 224
 DD1907  PID         -  DD1907
 DD1907  STATE/COUNTY-  SC/HORRY
 DD1907  USGS QUAD   -  CONWAY (1980)
 DD1907
 DD1907                         *CURRENT SURVEY CONTROL
 DD1907  ___________________________________________________________________
 DD1907* NAD 83(1986)-  33 49 27.     (N)    079 00 09.     (W)     SCALED    
 DD1907* NAVD 88     -        11.118  (meters)      36.48   (feet)  ADJUSTED  
 DD1907  ___________________________________________________________________
 DD1907  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DD1907  DYNAMIC HT  -          11.107 (meters)      36.44  (feet)  COMP
 DD1907  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 DD1907
 DD1907  VERT ORDER  -  FIRST     CLASS II
 DD1907
 DD1907.The horizontal coordinates were scaled from a topographic map and have
 DD1907.an estimated accuracy of +/- 6 seconds.
 DD1907
 DD1907.The orthometric height was determined by differential leveling
 DD1907.and adjusted by the National Geodetic Survey in June 1991..
 DD1907
 DD1907.The geoid height was determined by GEOID03.
 DD1907
 DD1907.The dynamic height is computed by dividing the NAVD 88
 DD1907.geopotential number by the normal gravity value computed on the
 DD1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1907.degrees latitude (g = 980.6199 gals.).
 DD1907
 DD1907.The modeled gravity was interpolated from observed gravity values.
 DD1907
 DD1907;                    North         East    Units  Estimated Accuracy
 DD1907;SPC SC       -   222,560.      794,470.      MT  (+/- 180 meters Scaled)
 DD1907
 DD1907                          SUPERSEDED SURVEY CONTROL
 DD1907
 DD1907  NGVD 29 (03/21/89)   11.431  (m)           37.50   (f) ADJUSTED    1 2
 DD1907
 DD1907.Superseded values are not recommended for survey control.
 DD1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1907.See file dsdata.txt to determine how the superseded data were derived.
 DD1907
 DD1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT848444(NAD 83)
 DD1907_MARKER: DD = SURVEY DISK
 DD1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1907_SP_SET: CONCRETE POST
 DD1907_STAMPING: VERT 26 224 1986
 DD1907_MARK LOGO: SCGS  
 DD1907_PROJECTION: FLUSH
 DD1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1907
 DD1907  HISTORY     - Date     Condition        Report By
 DD1907  HISTORY     - 1986     MONUMENTED       SCGS
 DD1907
 DD1907                          STATION DESCRIPTION
 DD1907
 DD1907'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1907'5.05 KM (3.1 MI) ESE FROM CONWAY.
 DD1907'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1907'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1907'THENCE 2.15 KILOMETERS (1.35 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1907'SET NEAR A POWER POLE NEAR THE NORTHEAST CORNER OF A SMALL CINDER
 DD1907'BLOCK BUILDING ON THE WEST SIDE OF THE RIDGEFIELD BAPTIST CHURCH, 27.5
 DD1907'METERS (90.2 FEET) NORTH NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DD1907'10.55 METERS (34.6 FEET) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF
 DD1907'THE CHURCH, 5.62 METERS (18.4 FEET) EAST NORTHEAST OF THE SOUTHEAST
 DD1907'CORNER OF THE BLOCK BUILDING, 7.8 METERS (25.6 FEET) WEST OF THE
 DD1907'APPROXIMATE CENTER OF A NINE FOOT SIDEWALK LEADING TO THE CHURCH,
 DD1907'8.15 METERS (26.7 FEET) NORTH NORTHEAST OF THE POWER POLE 18B/11,
 DD1907'5.79 METERS (19.0 FEET) NORTH NORTHEAST OF A 15 INCH LONE CEDAR TREE.
 DD1907'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1908 ***********************************************************************
 DD1908  DESIGNATION -  26 225
 DD1908  PID         -  DD1908
 DD1908  STATE/COUNTY-  SC/HORRY
 DD1908  USGS QUAD   -  NIXONVILLE (1984)
 DD1908
 DD1908                         *CURRENT SURVEY CONTROL
 DD1908  ___________________________________________________________________
 DD1908* NAD 83(1986)-  33 49 09.     (N)    078 59 02.     (W)     SCALED    
 DD1908* NAVD 88     -        12.749  (meters)      41.83   (feet)  ADJUSTED  
 DD1908  ___________________________________________________________________
 DD1908  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DD1908  DYNAMIC HT  -          12.737 (meters)      41.79  (feet)  COMP
 DD1908  MODELED GRAV-     979,643.7   (mgal)                       NAVD 88
 DD1908
 DD1908  VERT ORDER  -  FIRST     CLASS II
 DD1908
 DD1908.The horizontal coordinates were scaled from a topographic map and have
 DD1908.an estimated accuracy of +/- 6 seconds.
 DD1908
 DD1908.The orthometric height was determined by differential leveling
 DD1908.and adjusted by the National Geodetic Survey in June 1991..
 DD1908
 DD1908.The geoid height was determined by GEOID03.
 DD1908
 DD1908.The dynamic height is computed by dividing the NAVD 88
 DD1908.geopotential number by the normal gravity value computed on the
 DD1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1908.degrees latitude (g = 980.6199 gals.).
 DD1908
 DD1908.The modeled gravity was interpolated from observed gravity values.
 DD1908
 DD1908;                    North         East    Units  Estimated Accuracy
 DD1908;SPC SC       -   222,040.      796,200.      MT  (+/- 180 meters Scaled)
 DD1908
 DD1908                          SUPERSEDED SURVEY CONTROL
 DD1908
 DD1908  NGVD 29 (03/21/89)   13.063  (m)           42.86   (f) ADJUSTED    1 2
 DD1908
 DD1908.Superseded values are not recommended for survey control.
 DD1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1908.See file dsdata.txt to determine how the superseded data were derived.
 DD1908
 DD1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT865439(NAD 83)
 DD1908_MARKER: DD = SURVEY DISK
 DD1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1908_SP_SET: CONCRETE POST
 DD1908_STAMPING: VERT 26 225 1986
 DD1908_MARK LOGO: SCGS  
 DD1908_PROJECTION: FLUSH
 DD1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1908
 DD1908  HISTORY     - Date     Condition        Report By
 DD1908  HISTORY     - 1986     MONUMENTED       SCGS
 DD1908
 DD1908                          STATION DESCRIPTION
 DD1908
 DD1908'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1908'6.8 KM (4.2 MI) ESE FROM CONWAY.
 DD1908'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1908'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1908'THENCE 4.0 KILOMETERS (2.5 MILES) EASTERLY ALONG STATE HIGHWAY 90, SET
 DD1908'NEAR THE ENTRANCE DOORS OF THE HORRY COUNTY SCHOOLS ADULT EDUCATION
 DD1908'CENTER, 81.7 METERS (268.0 FEET) NORTH NORTHEAST OF THE CENTER LINE OF
 DD1908'THE HIGHWAY, 6.8 METERS (22.3 FEET) WEST NORTHWEST OF THE APPROXIMATE
 DD1908'CENTER OF A NINE FOOT SIDEWALK LEADING TO THE FRONT DOORS OF THE
 DD1908'SCHOOL, 17.55 METERS (57.6 FEET) SOUTHEAST OF THE SOUTHWEST CORNER OF
 DD1908'THE SCHOOL, 1.18 METERS (3.9 FEET) SOUTH SOUTHWEST OF THE SOUTHERN
 DD1908'FACE OF THE SCHOOL.
 DD1908'THE MARK IS 1.00 METERS  SSW FROM  A WITNESS POST
 DD1908'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1915 ***********************************************************************
 DD1915  DESIGNATION -  26 226
 DD1915  PID         -  DD1915
 DD1915  STATE/COUNTY-  SC/HORRY
 DD1915  USGS QUAD   -  NIXONVILLE (1984)
 DD1915
 DD1915                         *CURRENT SURVEY CONTROL
 DD1915  ___________________________________________________________________
 DD1915* NAD 83(1986)-  33 49 18.     (N)    078 56 22.     (W)     SCALED    
 DD1915* NAVD 88     -        13.562  (meters)      44.49   (feet)  ADJUSTED  
 DD1915  ___________________________________________________________________
 DD1915  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DD1915  DYNAMIC HT  -          13.549 (meters)      44.45  (feet)  COMP
 DD1915  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 DD1915
 DD1915  VERT ORDER  -  FIRST     CLASS II
 DD1915
 DD1915.The horizontal coordinates were scaled from a topographic map and have
 DD1915.an estimated accuracy of +/- 6 seconds.
 DD1915
 DD1915.The orthometric height was determined by differential leveling
 DD1915.and adjusted by the National Geodetic Survey in June 1991..
 DD1915
 DD1915.The geoid height was determined by GEOID03.
 DD1915
 DD1915.The dynamic height is computed by dividing the NAVD 88
 DD1915.geopotential number by the normal gravity value computed on the
 DD1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1915.degrees latitude (g = 980.6199 gals.).
 DD1915
 DD1915.The modeled gravity was interpolated from observed gravity values.
 DD1915
 DD1915;                    North         East    Units  Estimated Accuracy
 DD1915;SPC SC       -   222,400.      800,310.      MT  (+/- 180 meters Scaled)
 DD1915
 DD1915                          SUPERSEDED SURVEY CONTROL
 DD1915
 DD1915  NGVD 29 (03/21/89)   13.877  (m)           45.53   (f) ADJUSTED    1 2
 DD1915
 DD1915.Superseded values are not recommended for survey control.
 DD1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1915.See file dsdata.txt to determine how the superseded data were derived.
 DD1915
 DD1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT907442(NAD 83)
 DD1915_MARKER: DD = SURVEY DISK
 DD1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1915_SP_SET: CONCRETE POST
 DD1915_STAMPING: VERT 26 226 1986
 DD1915_MARK LOGO: SCGS  
 DD1915_PROJECTION: RECESSED 7 CENTIMETERS
 DD1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1915
 DD1915  HISTORY     - Date     Condition        Report By
 DD1915  HISTORY     - 1986     MONUMENTED       SCGS
 DD1915
 DD1915                          STATION DESCRIPTION
 DD1915
 DD1915'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1915'10.8 KM (6.7 MI) ESE FROM CONWAY.
 DD1915'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1915'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1915'THENCE 8.3 KILOMETERS (5.15 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1915'SET NEAR THE SOUTHWEST CORNER OF A SMALL ONE STORY HOUSE, 0.3
 DD1915'KILOMETER (0.2 MILE) EAST OF A LARGE CONVENIENCE STORE (CONVENIENCE
 DD1915'CORNER), 23.35 METERS (76.6 FEET) NORTH OF THE CENTER LINE OF THE
 DD1915'HIGHWAY, 21.43 METERS (70.3 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DD1915'THE HOUSE, 23.0 METERS (75.46 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 DD1915'OF A ONE STORY SHINGLE HOUSE, 3.05 METERS (10.1 FEET) SOUTH OF A 24
 DD1915'INCH PINE TREE, 14.2 METERS (46.6 FEET) NORTH NORTHEAST OF A POWER
 DD1915'POLE 18B/60.
 DD1915'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1916 ***********************************************************************
 DD1916  DESIGNATION -  26 227
 DD1916  PID         -  DD1916
 DD1916  STATE/COUNTY-  SC/HORRY
 DD1916  USGS QUAD   -  NIXONVILLE (1984)
 DD1916
 DD1916                         *CURRENT SURVEY CONTROL
 DD1916  ___________________________________________________________________
 DD1916* NAD 83(1986)-  33 49 16.     (N)    078 55 47.     (W)     SCALED    
 DD1916* NAVD 88     -        13.064  (meters)      42.86   (feet)  ADJUSTED  
 DD1916  ___________________________________________________________________
 DD1916  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD1916  DYNAMIC HT  -          13.051 (meters)      42.82  (feet)  COMP
 DD1916  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 DD1916
 DD1916  VERT ORDER  -  FIRST     CLASS II
 DD1916
 DD1916.The horizontal coordinates were scaled from a topographic map and have
 DD1916.an estimated accuracy of +/- 6 seconds.
 DD1916
 DD1916.The orthometric height was determined by differential leveling
 DD1916.and adjusted by the National Geodetic Survey in June 1991..
 DD1916
 DD1916.The geoid height was determined by GEOID03.
 DD1916
 DD1916.The dynamic height is computed by dividing the NAVD 88
 DD1916.geopotential number by the normal gravity value computed on the
 DD1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1916.degrees latitude (g = 980.6199 gals.).
 DD1916
 DD1916.The modeled gravity was interpolated from observed gravity values.
 DD1916
 DD1916;                    North         East    Units  Estimated Accuracy
 DD1916;SPC SC       -   222,360.      801,210.      MT  (+/- 180 meters Scaled)
 DD1916
 DD1916                          SUPERSEDED SURVEY CONTROL
 DD1916
 DD1916  NGVD 29 (03/21/89)   13.379  (m)           43.89   (f) ADJUSTED    1 2
 DD1916
 DD1916.Superseded values are not recommended for survey control.
 DD1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1916.See file dsdata.txt to determine how the superseded data were derived.
 DD1916
 DD1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT916442(NAD 83)
 DD1916_MARKER: DD = SURVEY DISK
 DD1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1916_SP_SET: CONCRETE POST
 DD1916_STAMPING: VERT 26 227 1986
 DD1916_MARK LOGO: SCGS  
 DD1916_PROJECTION: FLUSH
 DD1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1916
 DD1916  HISTORY     - Date     Condition        Report By
 DD1916  HISTORY     - 1986     MONUMENTED       SCGS
 DD1916
 DD1916                          STATION DESCRIPTION
 DD1916
 DD1916'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1916'11.7 KM (7.3 MI) ESE FROM CONWAY.
 DD1916'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1916'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1916'THENCE 9.25 KILOMETERS (5.75 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1916'SET NEAR THE NORTHEAST CORNER OF A ONE STORY BRICK HOUSE IN THE
 DD1916'SOUTHWEST ANGLE OF A SAND ROAD (JACKSON ROAD), 53.75 METERS (176.4
 DD1916'FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10.8 METERS
 DD1916'(35.4 FEET) WEST SOUTHWEST OF THE APPROXIMATE CENTER OF THE ROAD,
 DD1916'12.0 METERS (39.4 FEET) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 DD1916'HOUSE, 26.25 METERS (86.1 FEET) NORTH NORTHWEST OF A POWER POLE WITH
 DD1916'A METER BOX AND A GALVANIZED CONDUIT PIPE ON THE NORTH SIDE.
 DD1916'THE MARK IS 0.50 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1917 ***********************************************************************
 DD1917  DESIGNATION -  26 228
 DD1917  PID         -  DD1917
 DD1917  STATE/COUNTY-  SC/HORRY
 DD1917  USGS QUAD   -  NIXONVILLE (1984)
 DD1917
 DD1917                         *CURRENT SURVEY CONTROL
 DD1917  ___________________________________________________________________
 DD1917* NAD 83(1986)-  33 49 20.     (N)    078 54 37.     (W)     SCALED    
 DD1917* NAVD 88     -        12.591  (meters)      41.31   (feet)  ADJUSTED  
 DD1917  ___________________________________________________________________
 DD1917  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DD1917  DYNAMIC HT  -          12.579 (meters)      41.27  (feet)  COMP
 DD1917  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 DD1917
 DD1917  VERT ORDER  -  FIRST     CLASS II
 DD1917
 DD1917.The horizontal coordinates were scaled from a topographic map and have
 DD1917.an estimated accuracy of +/- 6 seconds.
 DD1917
 DD1917.The orthometric height was determined by differential leveling
 DD1917.and adjusted by the National Geodetic Survey in June 1991..
 DD1917
 DD1917.The geoid height was determined by GEOID03.
 DD1917
 DD1917.The dynamic height is computed by dividing the NAVD 88
 DD1917.geopotential number by the normal gravity value computed on the
 DD1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1917.degrees latitude (g = 980.6199 gals.).
 DD1917
 DD1917.The modeled gravity was interpolated from observed gravity values.
 DD1917
 DD1917;                    North         East    Units  Estimated Accuracy
 DD1917;SPC SC       -   222,520.      803,010.      MT  (+/- 180 meters Scaled)
 DD1917
 DD1917                          SUPERSEDED SURVEY CONTROL
 DD1917
 DD1917  NGVD 29 (03/21/89)   12.906  (m)           42.34   (f) ADJUSTED    1 2
 DD1917
 DD1917.Superseded values are not recommended for survey control.
 DD1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1917.See file dsdata.txt to determine how the superseded data were derived.
 DD1917
 DD1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT933444(NAD 83)
 DD1917_MARKER: DD = SURVEY DISK
 DD1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1917_SP_SET: CONCRETE POST
 DD1917_STAMPING: VERT 26 228 1986
 DD1917_MARK LOGO: SCGS  
 DD1917_PROJECTION: RECESSED 10 CENTIMETERS
 DD1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1917
 DD1917  HISTORY     - Date     Condition        Report By
 DD1917  HISTORY     - 1986     MONUMENTED       SCGS
 DD1917
 DD1917                          STATION DESCRIPTION
 DD1917
 DD1917'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1917'13.4 KM (8.3 MI) ESE FROM CONWAY.
 DD1917'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1917'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1917'THENCE 11.0 KILOMETERS (6.85 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1917'SET BEHIND A TWELVE FOOT HIGH BRICK MONUMENT IN THE MEDIAN AT THE
 DD1917'ENTRANCE TO WILD HORSE COMMUNITY, 20.0 METERS (65.6 FEET) NORTH
 DD1917'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8.2 METERS (26.9 FEET)
 DD1917'WEST NORTHWEST THE APPROXIMATE CENTER OF A SAND ENTRANCE ROAD,
 DD1917'7.0 METERS (23.0 FEET) EAST SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 DD1917'SAND EXIT ROAD, 2.7 METERS (8.9 FEET) NORTH NORTHEAST OF THE
 DD1917'APPROXIMATE CENTER OF THE MONUMENT BELOW THE POINT WHERE TWO IRON-WORK
 DD1917'HORSES MEET, 43.4 METERS (142.4 FEET) SOUTH SOUTHEAST OF A 28 INCH
 DD1917'LIVE OAK TREE.
 DD1917'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1918 ***********************************************************************
 DD1918  DESIGNATION -  26 229
 DD1918  PID         -  DD1918
 DD1918  STATE/COUNTY-  SC/HORRY
 DD1918  USGS QUAD   -  NIXONVILLE (1984)
 DD1918
 DD1918                         *CURRENT SURVEY CONTROL
 DD1918  ___________________________________________________________________
 DD1918* NAD 83(1986)-  33 49 40.     (N)    078 53 42.     (W)     SCALED    
 DD1918* NAVD 88     -        12.046  (meters)      39.52   (feet)  ADJUSTED  
 DD1918  ___________________________________________________________________
 DD1918  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DD1918  DYNAMIC HT  -          12.034 (meters)      39.48  (feet)  COMP
 DD1918  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 DD1918
 DD1918  VERT ORDER  -  FIRST     CLASS II
 DD1918
 DD1918.The horizontal coordinates were scaled from a topographic map and have
 DD1918.an estimated accuracy of +/- 6 seconds.
 DD1918
 DD1918.The orthometric height was determined by differential leveling
 DD1918.and adjusted by the National Geodetic Survey in June 1991..
 DD1918
 DD1918.The geoid height was determined by GEOID03.
 DD1918
 DD1918.The dynamic height is computed by dividing the NAVD 88
 DD1918.geopotential number by the normal gravity value computed on the
 DD1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1918.degrees latitude (g = 980.6199 gals.).
 DD1918
 DD1918.The modeled gravity was interpolated from observed gravity values.
 DD1918
 DD1918;                    North         East    Units  Estimated Accuracy
 DD1918;SPC SC       -   223,160.      804,410.      MT  (+/- 180 meters Scaled)
 DD1918
 DD1918                          SUPERSEDED SURVEY CONTROL
 DD1918
 DD1918  NGVD 29 (03/21/89)   12.361  (m)           40.55   (f) ADJUSTED    1 2
 DD1918
 DD1918.Superseded values are not recommended for survey control.
 DD1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1918.See file dsdata.txt to determine how the superseded data were derived.
 DD1918
 DD1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT948450(NAD 83)
 DD1918_MARKER: DD = SURVEY DISK
 DD1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1918_SP_SET: CONCRETE POST
 DD1918_STAMPING: VERT 26 229 1986
 DD1918_MARK LOGO: SCGS  
 DD1918_PROJECTION: FLUSH
 DD1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1918
 DD1918  HISTORY     - Date     Condition        Report By
 DD1918  HISTORY     - 1986     MONUMENTED       SCGS
 DD1918
 DD1918                          STATION DESCRIPTION
 DD1918
 DD1918'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1918'14.9 KM (9.25 MI) ESE FROM CONWAY.
 DD1918'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1918'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1918'THENCE 12.7 KILOMETERS (7.9 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1918'SET NEAR A POWER POLE ON THE WEST SIDE OF A TWO STORY WOODEN HOUSE,
 DD1918'13.4 METERS (44.0 FEET) NORTH NORTHWEST OF THE CENTER LINE OF THE
 DD1918'HIGHWAY, 29.8 METERS (97.8 FEET) SOUTH SOUTHWEST OF THE SOUTHWEST
 DD1918'CORNER OF HOUSE, 1.55 METERS (5.1 FEET) NORTH OF THE POWER POLE 18B22,
 DD1918'7.3 METERS (24.0 FEET) SOUTHWEST OF A 15 INCH PECAN TREE, 4.5 METERS
 DD1918'(14.8 FEET) NORTHEAST OF A DOUBLE TRUNK 24 INCH PECAN TREE.
 DD1918'THE MARK IS 1.75 METERS  N FROM  A WITNESS POST
 DD1918'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1919 ***********************************************************************
 DD1919  DESIGNATION -  26 230
 DD1919  PID         -  DD1919
 DD1919  STATE/COUNTY-  SC/HORRY
 DD1919  USGS QUAD   -  NIXONVILLE (1984)
 DD1919
 DD1919                         *CURRENT SURVEY CONTROL
 DD1919  ___________________________________________________________________
 DD1919* NAD 83(1986)-  33 50 07.     (N)    078 52 56.     (W)     SCALED    
 DD1919* NAVD 88     -         8.753  (meters)      28.72   (feet)  ADJUSTED  
 DD1919  ___________________________________________________________________
 DD1919  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD1919  DYNAMIC HT  -           8.744 (meters)      28.69  (feet)  COMP
 DD1919  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 DD1919
 DD1919  VERT ORDER  -  FIRST     CLASS II
 DD1919
 DD1919.The horizontal coordinates were scaled from a topographic map and have
 DD1919.an estimated accuracy of +/- 6 seconds.
 DD1919
 DD1919.The orthometric height was determined by differential leveling
 DD1919.and adjusted by the National Geodetic Survey in June 1991..
 DD1919
 DD1919.The geoid height was determined by GEOID03.
 DD1919
 DD1919.The dynamic height is computed by dividing the NAVD 88
 DD1919.geopotential number by the normal gravity value computed on the
 DD1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1919.degrees latitude (g = 980.6199 gals.).
 DD1919
 DD1919.The modeled gravity was interpolated from observed gravity values.
 DD1919
 DD1919;                    North         East    Units  Estimated Accuracy
 DD1919;SPC SC       -   224,020.      805,570.      MT  (+/- 180 meters Scaled)
 DD1919
 DD1919                          SUPERSEDED SURVEY CONTROL
 DD1919
 DD1919  NGVD 29 (03/21/89)    9.068  (m)           29.75   (f) ADJUSTED    1 2
 DD1919
 DD1919.Superseded values are not recommended for survey control.
 DD1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1919.See file dsdata.txt to determine how the superseded data were derived.
 DD1919
 DD1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT959459(NAD 83)
 DD1919_MARKER: DD = SURVEY DISK
 DD1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1919_SP_SET: CONCRETE POST
 DD1919_STAMPING: VERT 26 230 1986
 DD1919_MARK LOGO: SCGS  
 DD1919_PROJECTION: FLUSH
 DD1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1919
 DD1919  HISTORY     - Date     Condition        Report By
 DD1919  HISTORY     - 1986     MONUMENTED       SCGS
 DD1919
 DD1919                          STATION DESCRIPTION
 DD1919
 DD1919'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1919'15.9 KM (9.9 MI) EAST FROM CONWAY.
 DD1919'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1919'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1919'THENCE 14.2 KILOMETERS (8.8 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1919'SET NEAR A BRICK PUMP SHED INSIDE OF A CHAIN LINK FENCE SURROUNDING A
 DD1919'ONE STORY BRICK HOUSE IN THE NORTHWEST ANGLE OF BEAR BLUFF ROAD,
 DD1919'63.98 METERS (209.9 FEET) WEST SOUTHWEST OF THE APPROXIMATE CENTER OF
 DD1919'THE ROAD, 33.6 METERS (110.2 FEET) EAST SOUTHEAST OF THE SOUTHEAST
 DD1919'CORNER OF THE SOUTHERN ADDITION OF THE HOUSE, 21.85 METERS (72.0 FEET)
 DD1919'NORTH NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6.75 METERS (22.2
 DD1919'FEET) WEST OF A LONE 14 INCH CEDAR TREE, 7.6 METERS (24.9 FEET) NORTH
 DD1919'NORTHEAST OF A LONE 12 INCH MAGNOLIA TREE, 1.95 METERS (6.4 FEET) EAST
 DD1919'OF THE SOUTHEAST CORNER OF THE WATER PUMP SHED.
 DD1919'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1926 ***********************************************************************
 DD1926  DESIGNATION -  26 231
 DD1926  PID         -  DD1926
 DD1926  STATE/COUNTY-  SC/HORRY
 DD1926  USGS QUAD   -  HAND (1984)
 DD1926
 DD1926                         *CURRENT SURVEY CONTROL
 DD1926  ___________________________________________________________________
 DD1926* NAD 83(1986)-  33 50 29.     (N)    078 51 47.     (W)     SCALED    
 DD1926* NAVD 88     -        11.342  (meters)      37.21   (feet)  ADJUSTED  
 DD1926  ___________________________________________________________________
 DD1926  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD1926  DYNAMIC HT  -          11.331 (meters)      37.18  (feet)  COMP
 DD1926  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 DD1926
 DD1926  VERT ORDER  -  FIRST     CLASS II
 DD1926
 DD1926.The horizontal coordinates were scaled from a topographic map and have
 DD1926.an estimated accuracy of +/- 6 seconds.
 DD1926
 DD1926.The orthometric height was determined by differential leveling
 DD1926.and adjusted by the National Geodetic Survey in June 1991..
 DD1926
 DD1926.The geoid height was determined by GEOID03.
 DD1926
 DD1926.The dynamic height is computed by dividing the NAVD 88
 DD1926.geopotential number by the normal gravity value computed on the
 DD1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1926.degrees latitude (g = 980.6199 gals.).
 DD1926
 DD1926.The modeled gravity was interpolated from observed gravity values.
 DD1926
 DD1926;                    North         East    Units  Estimated Accuracy
 DD1926;SPC SC       -   224,730.      807,330.      MT  (+/- 180 meters Scaled)
 DD1926
 DD1926                          SUPERSEDED SURVEY CONTROL
 DD1926
 DD1926  NGVD 29 (03/21/89)   11.658  (m)           38.25   (f) ADJUSTED    1 2
 DD1926
 DD1926.Superseded values are not recommended for survey control.
 DD1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1926.See file dsdata.txt to determine how the superseded data were derived.
 DD1926
 DD1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT977466(NAD 83)
 DD1926_MARKER: DD = SURVEY DISK
 DD1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1926_SP_SET: CONCRETE POST
 DD1926_STAMPING: VERT 26 231 1986
 DD1926_MARK LOGO: SCGS  
 DD1926_PROJECTION: FLUSH
 DD1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1926+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DD1926
 DD1926  HISTORY     - Date     Condition        Report By
 DD1926  HISTORY     - 1986     MONUMENTED       SCGS
 DD1926  HISTORY     - 20040520 GOOD             USPSQD
 DD1926  HISTORY     - 20050822 GOOD             USPSQD
 DD1926
 DD1926                          STATION DESCRIPTION
 DD1926
 DD1926'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1926'17.7 KM (11.0 MI) EAST FROM CONWAY.
 DD1926'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1926'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1926'THENCE 16.0 KILOMETERS (9.95 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1926'SET NEAR THE NORTHWEST CORNER OF A SMALL ONE STORY RED AND WHITE BRICK
 DD1926'HOUSE IN THE SOUTHWEST ANGLE OF A SAND ROAD (B.B. WATSON ROAD), 22.75
 DD1926'METERS (74.6 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DD1926'39.85 METERS (130.7 FEET) WEST SOUTHWEST OF THE APPROXIMATE CENTER OF
 DD1926'THE ROAD, 21.87 METERS (71.8 FEET) WEST NORTHWEST OF THE SOUTHWEST
 DD1926'CORNER OF THE HOUSE, 40.45 METERS (132.7 FEET) NORTH NORTHEAST OF A
 DD1926'LONE 28 INCH WHITE OAK TREE, 3.5 METERS (11.5 FEET) EAST OF A 10 INCH
 DD1926'PINE TREE.
 DD1926'THE MARK IS 1.00 M ABOVE HIGHWAY.
 DD1926
 DD1926                          STATION RECOVERY (2004)
 DD1926
 DD1926'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DD1926'RECOVERED IN GOOD CONDITION.
 DD1926
 DD1926                          STATION RECOVERY (2005)
 DD1926
 DD1926'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1927 ***********************************************************************
 DD1927  DESIGNATION -  26 232
 DD1927  PID         -  DD1927
 DD1927  STATE/COUNTY-  SC/HORRY
 DD1927  USGS QUAD   -  HAND (1984)
 DD1927
 DD1927                         *CURRENT SURVEY CONTROL
 DD1927  ___________________________________________________________________
 DD1927* NAD 83(1986)-  33 50 43.     (N)    078 51 05.     (W)     SCALED    
 DD1927* NAVD 88     -         7.136  (meters)      23.41   (feet)  ADJUSTED  
 DD1927  ___________________________________________________________________
 DD1927  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD1927  DYNAMIC HT  -           7.129 (meters)      23.39  (feet)  COMP
 DD1927  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 DD1927
 DD1927  VERT ORDER  -  FIRST     CLASS II
 DD1927
 DD1927.The horizontal coordinates were scaled from a topographic map and have
 DD1927.an estimated accuracy of +/- 6 seconds.
 DD1927
 DD1927.The orthometric height was determined by differential leveling
 DD1927.and adjusted by the National Geodetic Survey in June 1991..
 DD1927
 DD1927.The geoid height was determined by GEOID03.
 DD1927
 DD1927.The dynamic height is computed by dividing the NAVD 88
 DD1927.geopotential number by the normal gravity value computed on the
 DD1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1927.degrees latitude (g = 980.6199 gals.).
 DD1927
 DD1927.The modeled gravity was interpolated from observed gravity values.
 DD1927
 DD1927;                    North         East    Units  Estimated Accuracy
 DD1927;SPC SC       -   225,180.      808,400.      MT  (+/- 180 meters Scaled)
 DD1927
 DD1927                          SUPERSEDED SURVEY CONTROL
 DD1927
 DD1927  NGVD 29 (03/21/89)    7.452  (m)           24.45   (f) ADJUSTED    1 2
 DD1927
 DD1927.Superseded values are not recommended for survey control.
 DD1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1927.See file dsdata.txt to determine how the superseded data were derived.
 DD1927
 DD1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT987470(NAD 83)
 DD1927_MARKER: DD = SURVEY DISK
 DD1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1927_SP_SET: CONCRETE POST
 DD1927_STAMPING: VERT 26 232 1986
 DD1927_MARK LOGO: SCGS  
 DD1927_PROJECTION: FLUSH
 DD1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1927
 DD1927  HISTORY     - Date     Condition        Report By
 DD1927  HISTORY     - 1986     MONUMENTED       SCGS
 DD1927  HISTORY     - 20040420 GOOD             USPSQD
 DD1927
 DD1927                          STATION DESCRIPTION
 DD1927
 DD1927'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1927'18.8 KM (11.7 MI) EAST FROM CONWAY.
 DD1927'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1927'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1927'THENCE 17.2 KILOMETERS (10.7 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1927'SET NEAR A POWER POLE ON THE EAST SIDE OF A ONE STORY WOODEN HOUSE,
 DD1927'48.25 METERS (158.3 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF THE
 DD1927'HIGHWAY, 12.9 METERS (42.3 FEET) EAST NORTHEAST OF THE SOUTHEAST
 DD1927'CORNER OF THE HOUSE, 0.75 METER (2.5 FEET) SOUTH SOUTHWEST OF THE
 DD1927'POWER POLE, 14.3 METERS (46.9 FEET) EAST SOUTHEAST OF THE NORTHEAST
 DD1927'CORNER OF THE HOUSE, 9.5 METERS (31.2 FEET) NORTH OF AN 18 INCH PINE
 DD1927'TREE, 17.13 METERS (56.2 FEET) SOUTHEAST OF A 12 INCH CEDAR TREE.
 DD1927'THE MARK IS 0.50 M BELOW HIGHWAY.
 DD1927
 DD1927                          STATION RECOVERY (2004)
 DD1927
 DD1927'RECOVERY NOTE BY US POWER SQUADRON 2004 (GB)
 DD1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1928 ***********************************************************************
 DD1928  DESIGNATION -  26 233
 DD1928  PID         -  DD1928
 DD1928  STATE/COUNTY-  SC/HORRY
 DD1928  USGS QUAD   -  HAND (1984)
 DD1928
 DD1928                         *CURRENT SURVEY CONTROL
 DD1928  ___________________________________________________________________
 DD1928* NAD 83(1986)-  33 50 58.     (N)    078 50 19.     (W)     SCALED    
 DD1928* NAVD 88     -         6.911  (meters)      22.67   (feet)  ADJUSTED  
 DD1928  ___________________________________________________________________
 DD1928  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DD1928  DYNAMIC HT  -           6.904 (meters)      22.65  (feet)  COMP
 DD1928  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 DD1928
 DD1928  VERT ORDER  -  FIRST     CLASS II
 DD1928
 DD1928.The horizontal coordinates were scaled from a topographic map and have
 DD1928.an estimated accuracy of +/- 6 seconds.
 DD1928
 DD1928.The orthometric height was determined by differential leveling
 DD1928.and adjusted by the National Geodetic Survey in June 1991..
 DD1928
 DD1928.The geoid height was determined by GEOID03.
 DD1928
 DD1928.The dynamic height is computed by dividing the NAVD 88
 DD1928.geopotential number by the normal gravity value computed on the
 DD1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1928.degrees latitude (g = 980.6199 gals.).
 DD1928
 DD1928.The modeled gravity was interpolated from observed gravity values.
 DD1928
 DD1928;                    North         East    Units  Estimated Accuracy
 DD1928;SPC SC       -   225,670.      809,580.      MT  (+/- 180 meters Scaled)
 DD1928
 DD1928                          SUPERSEDED SURVEY CONTROL
 DD1928
 DD1928  NGVD 29 (03/21/89)    7.227  (m)           23.71   (f) ADJUSTED    1 2
 DD1928
 DD1928.Superseded values are not recommended for survey control.
 DD1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1928.See file dsdata.txt to determine how the superseded data were derived.
 DD1928
 DD1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT999475(NAD 83)
 DD1928_MARKER: DD = SURVEY DISK
 DD1928_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1928_SP_SET: IN DECK ABOVE ABUTMENT
 DD1928_STAMPING: VERT 26 233 1986
 DD1928_MARK LOGO: SCGS  
 DD1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1928
 DD1928  HISTORY     - Date     Condition        Report By
 DD1928  HISTORY     - 1986     MONUMENTED       SCGS
 DD1928  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 DD1928
 DD1928                          STATION DESCRIPTION
 DD1928
 DD1928'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1928'20.0 KM (12.4 MI) EAST FROM CONWAY.
 DD1928'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1928'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1928'THENCE 18.6 KILOMETERS (11.55 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1928'SET IN THE SOUTHEAST CORNER OF A CONCRETE BRIDGE, 1.85 KILOMETERS
 DD1928'(1.15 MILES) WEST OF THE JUNCTION OF STATE ROAD S-26-31, MAY ALSO BE
 DD1928'REACHED BY GOING 3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S.
 DD1928'HIGHWAY 17 FROM THE JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN
 DD1928'LITTLE RIVER, THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE
 DD1928'HIGHWAY 90 TO THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS),
 DD1928'CONTINUE 17.2 KILOMETERS (10.7 MILES) WESTERLY ALONG STATE HIGHWAY 90.
 DD1928'THE MARK IS 1.10 METERS  NW FROM  A WITNESS POST
 DD1928'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1928
 DD1928                          STATION RECOVERY (2004)
 DD1928
 DD1928'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DD1928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1892 ***********************************************************************
 DD1892  DESIGNATION -  26 234
 DD1892  PID         -  DD1892
 DD1892  STATE/COUNTY-  SC/HORRY
 DD1892  USGS QUAD   -  HAND (1984)
 DD1892
 DD1892                         *CURRENT SURVEY CONTROL
 DD1892  ___________________________________________________________________
 DD1892* NAD 83(1986)-  33 51 13.     (N)    078 49 22.     (W)     SCALED    
 DD1892* NAVD 88     -         9.471  (meters)      31.07   (feet)  ADJUSTED  
 DD1892  ___________________________________________________________________
 DD1892  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DD1892  DYNAMIC HT  -           9.461 (meters)      31.04  (feet)  COMP
 DD1892  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 DD1892
 DD1892  VERT ORDER  -  FIRST     CLASS II
 DD1892
 DD1892.The horizontal coordinates were scaled from a topographic map and have
 DD1892.an estimated accuracy of +/- 6 seconds.
 DD1892
 DD1892.The orthometric height was determined by differential leveling
 DD1892.and adjusted by the National Geodetic Survey in June 1991..
 DD1892
 DD1892.The geoid height was determined by GEOID03.
 DD1892
 DD1892.The dynamic height is computed by dividing the NAVD 88
 DD1892.geopotential number by the normal gravity value computed on the
 DD1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1892.degrees latitude (g = 980.6199 gals.).
 DD1892
 DD1892.The modeled gravity was interpolated from observed gravity values.
 DD1892
 DD1892;                    North         East    Units  Estimated Accuracy
 DD1892;SPC SC       -   226,160.      811,030.      MT  (+/- 180 meters Scaled)
 DD1892
 DD1892                          SUPERSEDED SURVEY CONTROL
 DD1892
 DD1892  NGVD 29 (03/21/89)    9.787  (m)           32.11   (f) ADJUSTED    1 2
 DD1892
 DD1892.Superseded values are not recommended for survey control.
 DD1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1892.See file dsdata.txt to determine how the superseded data were derived.
 DD1892
 DD1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT014480(NAD 83)
 DD1892_MARKER: DD = SURVEY DISK
 DD1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1892_SP_SET: CONCRETE POST
 DD1892_STAMPING: VERT 26 234 1986
 DD1892_MARK LOGO: SCGS  
 DD1892_PROJECTION: FLUSH
 DD1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1892
 DD1892  HISTORY     - Date     Condition        Report By
 DD1892  HISTORY     - 1986     MONUMENTED       SCGS
 DD1892
 DD1892                          STATION DESCRIPTION
 DD1892
 DD1892'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1892'20.0 KM (12.4 MI) WSW FROM LITTLE RIVER.
 DD1892'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1892'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1892'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG  STATE HIGHWAY 90 TO
 DD1892'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 15.7
 DD1892'KILOMETERS (9.75 MILES) WESTERLY ALONG STATE HIGHWAY 90, SET NEAR A
 DD1892'POWER POLE IN FRONT OF A ONE STORY WOODEN HOUSE, 0.3 KILOMETER (0.2
 DD1892'MILE) WEST OF THE JUNCTION OF STATE ROAD S-26-31, 13.35 METERS (43.8
 DD1892'FEET) NORTH NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21.34 METERS
 DD1892'(70.0 FEET) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 DD1892'22.13 METERS (72.6 FEET) EAST SOUTHEAST OF A 12 INCH MAGNOLIA TREE,
 DD1892'1.9 METERS (6.2 FEET) NORTHWEST OF THE POWER POLE NUMBER 18/134.
 DD1892'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1932 ***********************************************************************
 DD1932  DESIGNATION -  26 235
 DD1932  PID         -  DD1932
 DD1932  STATE/COUNTY-  SC/HORRY
 DD1932  USGS QUAD   -  HAND (1984)
 DD1932
 DD1932                         *CURRENT SURVEY CONTROL
 DD1932  ___________________________________________________________________
 DD1932* NAD 83(1986)-  33 51 24.     (N)    078 48 07.     (W)     SCALED    
 DD1932* NAVD 88     -         8.510  (meters)      27.92   (feet)  ADJUSTED  
 DD1932  ___________________________________________________________________
 DD1932  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DD1932  DYNAMIC HT  -           8.502 (meters)      27.89  (feet)  COMP
 DD1932  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 DD1932
 DD1932  VERT ORDER  -  FIRST     CLASS II
 DD1932
 DD1932.The horizontal coordinates were scaled from a topographic map and have
 DD1932.an estimated accuracy of +/- 6 seconds.
 DD1932
 DD1932.The orthometric height was determined by differential leveling
 DD1932.and adjusted by the National Geodetic Survey in June 1991..
 DD1932
 DD1932.The geoid height was determined by GEOID03.
 DD1932
 DD1932.The dynamic height is computed by dividing the NAVD 88
 DD1932.geopotential number by the normal gravity value computed on the
 DD1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1932.degrees latitude (g = 980.6199 gals.).
 DD1932
 DD1932.The modeled gravity was interpolated from observed gravity values.
 DD1932
 DD1932;                    North         East    Units  Estimated Accuracy
 DD1932;SPC SC       -   226,540.      812,950.      MT  (+/- 180 meters Scaled)
 DD1932
 DD1932                          SUPERSEDED SURVEY CONTROL
 DD1932
 DD1932  NGVD 29 (03/21/89)    8.827  (m)           28.96   (f) ADJUSTED    1 2
 DD1932
 DD1932.Superseded values are not recommended for survey control.
 DD1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1932.See file dsdata.txt to determine how the superseded data were derived.
 DD1932
 DD1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT033484(NAD 83)
 DD1932_MARKER: DD = SURVEY DISK
 DD1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1932_SP_SET: CONCRETE POST
 DD1932_STAMPING: VERT 26 235 1986
 DD1932_MARK LOGO: SCGS  
 DD1932_PROJECTION: FLUSH
 DD1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1932
 DD1932  HISTORY     - Date     Condition        Report By
 DD1932  HISTORY     - 1986     MONUMENTED       SCGS
 DD1932  HISTORY     - 20040520 GOOD             USPSQD
 DD1932
 DD1932                          STATION DESCRIPTION
 DD1932
 DD1932'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1932'18.0 KM (11.2 MI) WSW FROM LITTLE RIVER.
 DD1932'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1932'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1932'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1932'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 13.7
 DD1932'KILOMETERS (8.5 MILES) WESTERLY ALONG STATE HIGHWAY 90, SET NEAR A
 DD1932'POWER POLE IN A SMALL CEMETARY, 1.2 KILOMETER (0.75 MILE) EAST OF THE
 DD1932'UNITED MISSIONARY BAPTIST CHURCH, 16.58 METERS (54.4 FEET) NORTH OF
 DD1932'THE CENTER LINE OF THE HIGHWAY, 5.06 METERS (16.6 FEET) NORTH
 DD1932'NORTHWEST OF A POWER POLE 8/151, 18.78 METERS (61.6 FEET) EAST
 DD1932'NORTHEAST OF THE APPROXIMATE CENTER OF A HEADSTONE (ELLA TODD), 7.83
 DD1932'METERS (25.7 FEET) SOUTH OF A 24 INCH LIVE OAK TREE.
 DD1932'THE MARK IS 0.52 METERS  S FROM  A WITNESS POST
 DD1932'THE MARK IS 0.60 M ABOVE HIGHWAY.
 DD1932
 DD1932                          STATION RECOVERY (2004)
 DD1932
 DD1932'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DD1932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1933 ***********************************************************************
 DD1933  DESIGNATION -  26 236
 DD1933  PID         -  DD1933
 DD1933  STATE/COUNTY-  SC/HORRY
 DD1933  USGS QUAD   -  HAND (1984)
 DD1933
 DD1933                         *CURRENT SURVEY CONTROL
 DD1933  ___________________________________________________________________
 DD1933* NAD 83(1986)-  33 51 15.     (N)    078 46 57.     (W)     SCALED    
 DD1933* NAVD 88     -        10.433  (meters)      34.23   (feet)  ADJUSTED  
 DD1933  ___________________________________________________________________
 DD1933  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DD1933  DYNAMIC HT  -          10.423 (meters)      34.20  (feet)  COMP
 DD1933  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 DD1933
 DD1933  VERT ORDER  -  FIRST     CLASS II
 DD1933
 DD1933.The horizontal coordinates were scaled from a topographic map and have
 DD1933.an estimated accuracy of +/- 6 seconds.
 DD1933
 DD1933.The orthometric height was determined by differential leveling
 DD1933.and adjusted by the National Geodetic Survey in June 1991..
 DD1933
 DD1933.The geoid height was determined by GEOID03.
 DD1933
 DD1933.The dynamic height is computed by dividing the NAVD 88
 DD1933.geopotential number by the normal gravity value computed on the
 DD1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1933.degrees latitude (g = 980.6199 gals.).
 DD1933
 DD1933.The modeled gravity was interpolated from observed gravity values.
 DD1933
 DD1933;                    North         East    Units  Estimated Accuracy
 DD1933;SPC SC       -   226,300.      814,760.      MT  (+/- 180 meters Scaled)
 DD1933
 DD1933                          SUPERSEDED SURVEY CONTROL
 DD1933
 DD1933  NGVD 29 (03/21/89)   10.751  (m)           35.27   (f) ADJUSTED    1 2
 DD1933
 DD1933.Superseded values are not recommended for survey control.
 DD1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1933.See file dsdata.txt to determine how the superseded data were derived.
 DD1933
 DD1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT051481(NAD 83)
 DD1933_MARKER: DD = SURVEY DISK
 DD1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1933_SP_SET: CONCRETE POST
 DD1933_STAMPING: VERT 26 236 1986
 DD1933_MARK LOGO: SCGS  
 DD1933_PROJECTION: FLUSH
 DD1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1933
 DD1933  HISTORY     - Date     Condition        Report By
 DD1933  HISTORY     - 1986     MONUMENTED       SCGS
 DD1933
 DD1933                          STATION DESCRIPTION
 DD1933
 DD1933'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1933'16.2 KM (10.05 MI) WSW FROM LITTLE RIVER.
 DD1933'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1933'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1933'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1933'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 11.8
 DD1933'KILOMETERS (7.35 MILES) WESTERLY ALONG STATE HIGHWAY 90, SET IN FRONT
 DD1933'OF A ONE STORY HOUSE (ALSO LEISURE POOL CENTER), 1.9 KILOMETERS (1.2
 DD1933'MILES) WEST OF THE CHESTERFIELD MISSIONARY BAPTIST CHURCH,
 DD1933'35.42 METERS (116.2 FEET) NORTH NORTHEAST OF THE CENTER LINE OF THE
 DD1933'HIGHWAY, 28.68 METERS (94.1 FEET) SOUTH SOUTHWEST OF THE SOUTHEAST
 DD1933'CORNER OF THE HOUSE, 33.59 METERS (110.2 FEET) NORTH NORTHEAST OF A
 DD1933'TELEPHONE JUNCTION BOX, 39.01 METERS (129.0 FEET) WEST OF A POWER POLE
 DD1933'18166 1/2, 13.1 METERS (43.0 FEET) EAST NORTHEAST OF THE APPROXIMATE
 DD1933'CENTER OF A DIRT DRIVEWAY.
 DD1933'THE MARK IS 0.79 METERS  SSW FROM  A WITNESS POST
 DD1933'THE MARK IS 0.90 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1937 ***********************************************************************
 DD1937  DESIGNATION -  26 237
 DD1937  PID         -  DD1937
 DD1937  STATE/COUNTY-  SC/HORRY
 DD1937  USGS QUAD   -  HAND (1984)
 DD1937
 DD1937                         *CURRENT SURVEY CONTROL
 DD1937  ___________________________________________________________________
 DD1937* NAD 83(1986)-  33 51 19.     (N)    078 45 51.     (W)     SCALED    
 DD1937* NAVD 88     -        10.213  (meters)      33.51   (feet)  ADJUSTED  
 DD1937  ___________________________________________________________________
 DD1937  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1937  DYNAMIC HT  -          10.203 (meters)      33.47  (feet)  COMP
 DD1937  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 DD1937
 DD1937  VERT ORDER  -  FIRST     CLASS II
 DD1937
 DD1937.The horizontal coordinates were scaled from a topographic map and have
 DD1937.an estimated accuracy of +/- 6 seconds.
 DD1937
 DD1937.The orthometric height was determined by differential leveling
 DD1937.and adjusted by the National Geodetic Survey in June 1991..
 DD1937
 DD1937.The geoid height was determined by GEOID03.
 DD1937
 DD1937.The dynamic height is computed by dividing the NAVD 88
 DD1937.geopotential number by the normal gravity value computed on the
 DD1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1937.degrees latitude (g = 980.6199 gals.).
 DD1937
 DD1937.The modeled gravity was interpolated from observed gravity values.
 DD1937
 DD1937;                    North         East    Units  Estimated Accuracy
 DD1937;SPC SC       -   226,460.      816,450.      MT  (+/- 180 meters Scaled)
 DD1937
 DD1937                          SUPERSEDED SURVEY CONTROL
 DD1937
 DD1937  NGVD 29 (03/21/89)   10.532  (m)           34.55   (f) ADJUSTED    1 2
 DD1937
 DD1937.Superseded values are not recommended for survey control.
 DD1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1937.See file dsdata.txt to determine how the superseded data were derived.
 DD1937
 DD1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT068483(NAD 83)
 DD1937_MARKER: DD = SURVEY DISK
 DD1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1937_SP_SET: CONCRETE POST
 DD1937_STAMPING: VERT 26 237 1986
 DD1937_MARK LOGO: SCGS  
 DD1937_PROJECTION: FLUSH
 DD1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1937
 DD1937  HISTORY     - Date     Condition        Report By
 DD1937  HISTORY     - 1986     MONUMENTED       SCGS
 DD1937  HISTORY     - 20040520 GOOD             USPSQD
 DD1937
 DD1937                          STATION DESCRIPTION
 DD1937
 DD1937'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1937'14.5 KM (9.0 MI) WSW FROM LITTLE RIVER.
 DD1937'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1937'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1937'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1937'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 10.05
 DD1937'KILOMETERS (6.25 MILES) WESTERLY ALONG STATE HIGHWAY 90, THENCE 0.1
 DD1937'KILOMETER (0.05 MILE) NORTH ALONG A SAND DRIVE LEADING TO A BASEBALL
 DD1937'DIAMOND AND AN ABANDONED SCHOOL, SET NEAR A POWER POLE WITH A
 DD1937'TRANSFORMER AND A METER ON THE NORTH SIDE OF THE SCHOOL, 33.6 METERS
 DD1937'(110.2 FEET) NORTHWEST OF THE NORTHEAST CORNER OF THE SCHOOL,
 DD1937'18.67 METERS (61.3 FEET) EAST OF A POWER POLE WITH STADIUM LIGHTS,
 DD1937'13.14 METERS (43.1 FEET) WEST OF A POWER POLE WITH STADIUM LIGHTS AND
 DD1937'A BREAKER BOX, 11.77 METERS (38.6 FEET) WEST NORTHWEST OF THE
 DD1937'NORTHWEST CORNER OF A CONCRETE BASKETBALL COURT, 4.69 METERS (15.4
 DD1937'FEET) SOUTH OF A CHAIN LINK FENCE SURROUNDING THE BASEBALL DIAMOND,
 DD1937'1.13 METERS (3.7 FEET) WEST OF THE POWER POLE.
 DD1937'THE MARK IS 4.69 METERS  S FROM  A WITNESS POST
 DD1937'THE MARK IS ABOVE LEVEL WITH BALL DIAMOND.
 DD1937
 DD1937                          STATION RECOVERY (2004)
 DD1937
 DD1937'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DD1937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1938 ***********************************************************************
 DD1938  DESIGNATION -  26 238
 DD1938  PID         -  DD1938
 DD1938  STATE/COUNTY-  SC/HORRY
 DD1938  USGS QUAD   -  WAMPEE (1990)
 DD1938
 DD1938                         *CURRENT SURVEY CONTROL
 DD1938  ___________________________________________________________________
 DD1938* NAD 83(1986)-  33 51 25.     (N)    078 44 49.     (W)     SCALED    
 DD1938* NAVD 88     -        10.210  (meters)      33.50   (feet)  ADJUSTED  
 DD1938  ___________________________________________________________________
 DD1938  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DD1938  DYNAMIC HT  -          10.200 (meters)      33.46  (feet)  COMP
 DD1938  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 DD1938
 DD1938  VERT ORDER  -  FIRST     CLASS II
 DD1938
 DD1938.The horizontal coordinates were scaled from a topographic map and have
 DD1938.an estimated accuracy of +/- 6 seconds.
 DD1938
 DD1938.The orthometric height was determined by differential leveling
 DD1938.and adjusted by the National Geodetic Survey in June 1991..
 DD1938
 DD1938.The geoid height was determined by GEOID03.
 DD1938
 DD1938.The dynamic height is computed by dividing the NAVD 88
 DD1938.geopotential number by the normal gravity value computed on the
 DD1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1938.degrees latitude (g = 980.6199 gals.).
 DD1938
 DD1938.The modeled gravity was interpolated from observed gravity values.
 DD1938
 DD1938;                    North         East    Units  Estimated Accuracy
 DD1938;SPC SC       -   226,680.      818,040.      MT  (+/- 180 meters Scaled)
 DD1938
 DD1938                          SUPERSEDED SURVEY CONTROL
 DD1938
 DD1938  NGVD 29 (03/21/89)   10.529  (m)           34.54   (f) ADJUSTED    1 2
 DD1938
 DD1938.Superseded values are not recommended for survey control.
 DD1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1938.See file dsdata.txt to determine how the superseded data were derived.
 DD1938
 DD1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT084485(NAD 83)
 DD1938_MARKER: DD = SURVEY DISK
 DD1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1938_SP_SET: CONCRETE POST
 DD1938_STAMPING: VERT 26 238 1986
 DD1938_MARK LOGO: SCGS  
 DD1938_PROJECTION: FLUSH
 DD1938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1938
 DD1938  HISTORY     - Date     Condition        Report By
 DD1938  HISTORY     - 1986     MONUMENTED       SCGS
 DD1938
 DD1938                          STATION DESCRIPTION
 DD1938
 DD1938'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1938'12.7 KM (7.9 MI) WSW FROM LITTLE RIVER.
 DD1938'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1938'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1938'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1938'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 8.45
 DD1938'KILOMETERS (5.25 MILES) WESTERLY ALONG STATE HIGHWAY 90, SET NEAR A
 DD1938'POWER POLE BETWEEN A CONVENIENCE STORE (JERRY AND EDS) AND A ONE STORY
 DD1938'HOUSE, 16.0 METERS (52.5 FEET) SOUTH OF THE CENTER LINE OF THE
 DD1938'HIGHWAY, 22.1 METERS (72.5 FEET) WEST OF NORTHWEST CORNER OF THE
 DD1938'STORE, 15.56 METERS (51.1 FEET) EAST NORTHEAST OF THE NORTHEAST CORNER
 DD1938'OF THE HOUSE, 1.37 METERS (4.5 FEET) SOUTHWEST OF THE POWER POLE.
 DD1938'THE MARK IS 1.37 METERS  SW FROM  A WITNESS POST
 DD1938'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1939 ***********************************************************************
 DD1939  DESIGNATION -  26 239
 DD1939  PID         -  DD1939
 DD1939  STATE/COUNTY-  SC/HORRY
 DD1939  USGS QUAD   -  WAMPEE (1990)
 DD1939
 DD1939                         *CURRENT SURVEY CONTROL
 DD1939  ___________________________________________________________________
 DD1939* NAD 83(1986)-  33 51 38.     (N)    078 43 56.     (W)     SCALED    
 DD1939* NAVD 88     -         9.345  (meters)      30.66   (feet)  ADJUSTED  
 DD1939  ___________________________________________________________________
 DD1939  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DD1939  DYNAMIC HT  -           9.335 (meters)      30.63  (feet)  COMP
 DD1939  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 DD1939
 DD1939  VERT ORDER  -  FIRST     CLASS II
 DD1939
 DD1939.The horizontal coordinates were scaled from a topographic map and have
 DD1939.an estimated accuracy of +/- 6 seconds.
 DD1939
 DD1939.The orthometric height was determined by differential leveling
 DD1939.and adjusted by the National Geodetic Survey in June 1991..
 DD1939
 DD1939.The geoid height was determined by GEOID03.
 DD1939
 DD1939.The dynamic height is computed by dividing the NAVD 88
 DD1939.geopotential number by the normal gravity value computed on the
 DD1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1939.degrees latitude (g = 980.6199 gals.).
 DD1939
 DD1939.The modeled gravity was interpolated from observed gravity values.
 DD1939
 DD1939;                    North         East    Units  Estimated Accuracy
 DD1939;SPC SC       -   227,110.      819,390.      MT  (+/- 180 meters Scaled)
 DD1939
 DD1939                          SUPERSEDED SURVEY CONTROL
 DD1939
 DD1939  NGVD 29 (03/21/89)    9.664  (m)           31.71   (f) ADJUSTED    1 2
 DD1939
 DD1939.Superseded values are not recommended for survey control.
 DD1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1939.See file dsdata.txt to determine how the superseded data were derived.
 DD1939
 DD1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT097490(NAD 83)
 DD1939_MARKER: DD = SURVEY DISK
 DD1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1939_SP_SET: CONCRETE POST
 DD1939_STAMPING: VERT 26 239 1986
 DD1939_MARK LOGO: SCGS  
 DD1939_PROJECTION: FLUSH
 DD1939_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1939+STABILITY: SURFACE MOTION
 DD1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1939+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1996
 DD1939
 DD1939  HISTORY     - Date     Condition        Report By
 DD1939  HISTORY     - 1986     MONUMENTED       SCGS
 DD1939  HISTORY     - 19960916 GOOD             SCGS
 DD1939
 DD1939                          STATION DESCRIPTION
 DD1939
 DD1939'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1939'11.4 KM (7.1 MI) WSW FROM LITTLE RIVER.
 DD1939'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1939'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1939'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1939'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 7.15
 DD1939'KILOMETERS (4.45 MILES) WESTERLY ALONG STATE HIGHWAY 90, SET NEAR A
 DD1939'POWER POLE BETWEEN A ONE STORY BRICK HOUSE AND THE WAMPEE BAPTIST
 DD1939'CHURCH, 0.25 KILOMETER (0.15 MILE) WEST OF THE JUNCTION OF STATE ROAD
 DD1939'S-26-57, 15.38 METERS (50.5 FEET) SOUTH SOUTHEAST OF THE CENTER LINE
 DD1939'OF THE HIGHWAY, 23.26 METERS (76.3 FEET) NORTHEAST OF THE NORTHEAST
 DD1939'CORNER OF THE CHURCH, 17.62 METERS (57.8 FEET) WEST NORTHWEST OF THE
 DD1939'NORTHWEST CORNER OF THE HOUSE, 4.04 METERS (13.3 FEET) SOUTH SOUTHEAST
 DD1939'OF A POWER POLE K81, 3.23 METERS (10.6 FEET) SOUTHEAST OF A TELEPHONE
 DD1939'JUNCTION BOX, 1.25 METERS (4.1 FEET) NORTH NORTHWEST OF THE POWER POLE
 DD1939'WITH A YARD LIGHT.
 DD1939'THE MARK IS 1.25 METERS  NNW FROM  A WITNESS POST
 DD1939'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1939
 DD1939                          STATION RECOVERY (1996)
 DD1939
 DD1939'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1939'STATION IS LOCATED 14.8 MILES (23.8 KM) NORTHEAST OF MYRTLE BEACH,
 DD1939'18.1 MILE (29.1 KM) EAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1939'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DD1939'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD1939'HIGHWAY 90, 2.6 MILES (4.2 KM) WEST SOUTHWEST OF LITTLE RIVER, GO WEST
 DD1939'ON HIGHWAY 90 FOR 4.3 MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 57
 DD1939'(HIGHWAY 57 SOUTH), CONTINUE ON HIGHWAY 90 FOR 0.15 MILE (0.24 KM) TO
 DD1939'THE STATION ON THE LEFT NEAR A POWER POLE IN FRONT OF THE WAMPEE
 DD1939'BAPTIST CHURCH.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 DD1939'AND LEVEL WITH THE HIGHWAY, 50.5 FEET (15.4 M) SOUTH SOUTHEAST OF THE
 DD1939'CENTER OF THE HIGHWAY, 44.7 FEET (13.6 M) NORTHWEST OF THE NORTHWEST
 DD1939'CORNER OF A CARPORT FOR A BRICK HOUSE, 76.4 FEET (23.3 M) NORTHEAST OF
 DD1939'THE NORTHEAST CORNER OF THE CHURCH, 3.8 FEET (1.2 M) NORTH NORTHWEST
 DD1939'OF A WITNESS POST BESIDE POWER POLE NUMBER 53560 WITH A SECURITY
 DD1939'LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1942 ***********************************************************************
 DD1942  DESIGNATION -  26 240
 DD1942  PID         -  DD1942
 DD1942  STATE/COUNTY-  SC/HORRY
 DD1942  USGS QUAD   -  WAMPEE (1990)
 DD1942
 DD1942                         *CURRENT SURVEY CONTROL
 DD1942  ___________________________________________________________________
 DD1942* NAD 83(1986)-  33 51 21.     (N)    078 42 56.     (W)     SCALED    
 DD1942* NAVD 88     -        11.131  (meters)      36.52   (feet)  ADJUSTED  
 DD1942  ___________________________________________________________________
 DD1942  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DD1942  DYNAMIC HT  -          11.120 (meters)      36.48  (feet)  COMP
 DD1942  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 DD1942
 DD1942  VERT ORDER  -  FIRST     CLASS II
 DD1942
 DD1942.The horizontal coordinates were scaled from a topographic map and have
 DD1942.an estimated accuracy of +/- 6 seconds.
 DD1942
 DD1942.The orthometric height was determined by differential leveling
 DD1942.and adjusted by the National Geodetic Survey in June 1991..
 DD1942
 DD1942.The geoid height was determined by GEOID03.
 DD1942
 DD1942.The dynamic height is computed by dividing the NAVD 88
 DD1942.geopotential number by the normal gravity value computed on the
 DD1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1942.degrees latitude (g = 980.6199 gals.).
 DD1942
 DD1942.The modeled gravity was interpolated from observed gravity values.
 DD1942
 DD1942;                    North         East    Units  Estimated Accuracy
 DD1942;SPC SC       -   226,620.      820,940.      MT  (+/- 180 meters Scaled)
 DD1942
 DD1942                          SUPERSEDED SURVEY CONTROL
 DD1942
 DD1942  NGVD 29 (03/21/89)   11.451  (m)           37.57   (f) ADJUSTED    1 2
 DD1942
 DD1942.Superseded values are not recommended for survey control.
 DD1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1942.See file dsdata.txt to determine how the superseded data were derived.
 DD1942
 DD1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT113485(NAD 83)
 DD1942_MARKER: DD = SURVEY DISK
 DD1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1942_SP_SET: CONCRETE POST
 DD1942_STAMPING: VERT 26 240 1986
 DD1942_MARK LOGO: SCGS  
 DD1942_PROJECTION: FLUSH
 DD1942_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1942+STABILITY: SURFACE MOTION
 DD1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1942+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1996
 DD1942
 DD1942  HISTORY     - Date     Condition        Report By
 DD1942  HISTORY     - 1986     MONUMENTED       SCGS
 DD1942  HISTORY     - 19960417 GOOD             SCGS
 DD1942
 DD1942                          STATION DESCRIPTION
 DD1942
 DD1942'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1942'9.8 KM (6.1 MI) WSW FROM LITTLE RIVER.
 DD1942'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1942'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1942'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1942'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 5.4
 DD1942'KILOMETERS (3.35 MILES) WESTERLY ALONG STATE HIGHWAY 90, THENCE 0.1
 DD1942'KILOMETER (0.05 MILE) SOUTH ALONG A SAND DRIVE, SET NEAR A POWER POLE
 DD1942'WITH A YARD LIGHT IN THE BACK YARD OF A TWO STORY WOODEN HOUSE, 1.5
 DD1942'KILOMETERS (0.95 MILE) EAST OF THE JUNCTION OF STATE ROAD S-26-57,
 DD1942'21.48 METERS (70.5 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 DD1942'DRIVE, 10.44 METERS (34.3 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DD1942'THE HOUSE, 9.83 METERS (32.2 FEET) EAST OF A 3-INCH INCH NUT TREE,
 DD1942'7.92 METERS (26.0 FEET) SOUTH OF A 3-INCH NUT TREE, 0.67 METER (2.2
 DD1942'FEET) SOUTHEAST OF THE POWER POLE.
 DD1942'THE MARK IS ABOVE LEVEL WITH YARD.
 DD1942
 DD1942                          STATION RECOVERY (1996)
 DD1942
 DD1942'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1942'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF NORTH MYRTLE
 DD1942'BEACH, 19.25 MILES (30.98 KM) EAST OF CONWAY.  OWNERSHIP--UNKNOWN. TO
 DD1942'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 90 AND U.S.
 DD1942'HIGHWAY 17, 2.6 MILES (4.2 KM) WEST SOUTHWEST OF LITTLE RIVER, GO WEST
 DD1942'ON HIGHWAY 90 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION OF FIRE TOWER
 DD1942'ROAD, CONTINUE ON HIGHWAY 90 FOR 0.65 MILE (1.05 KM) TO A SAND
 DD1942'DRIVEWAY LEFT LEADING TO A TWO STORY WOOD-SIDED HOUSE, TURN LEFT ON
 DD1942'THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A POWER POLE
 DD1942'IN THE BACK YARD OF THE HOUSE.  STATION IS A CONCRETE POST RECESSED
 DD1942'0.2 FOOT (6.1 CM), 2.5 FEET (0.8 M) EAST SOUTHEAST OF THE POWER POLE
 DD1942'NUMBER 53659 WITH A SECURITY LIGHT, 72.5 FEET (22.1 M) EAST SOUTHEAST
 DD1942'OF THE EXTENDED CENTER OF THE SAND DRIVEWAY, 34.1 FEET (10.4 M) WEST
 DD1942'SOUTHWEST OF THE WEST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1943 ***********************************************************************
 DD1943  DESIGNATION -  26 241
 DD1943  PID         -  DD1943
 DD1943  STATE/COUNTY-  SC/HORRY
 DD1943  USGS QUAD   -  WAMPEE (1990)
 DD1943
 DD1943                         *CURRENT SURVEY CONTROL
 DD1943  ___________________________________________________________________
 DD1943* NAD 83(1986)-  33 51 05.     (N)    078 42 08.     (W)     SCALED    
 DD1943* NAVD 88     -        11.222  (meters)      36.82   (feet)  ADJUSTED  
 DD1943  ___________________________________________________________________
 DD1943  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DD1943  DYNAMIC HT  -          11.210 (meters)      36.78  (feet)  COMP
 DD1943  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 DD1943
 DD1943  VERT ORDER  -  FIRST     CLASS II
 DD1943
 DD1943.The horizontal coordinates were scaled from a topographic map and have
 DD1943.an estimated accuracy of +/- 6 seconds.
 DD1943
 DD1943.The orthometric height was determined by differential leveling
 DD1943.and adjusted by the National Geodetic Survey in September 2000..
 DD1943
 DD1943.The geoid height was determined by GEOID03.
 DD1943
 DD1943.The dynamic height is computed by dividing the NAVD 88
 DD1943.geopotential number by the normal gravity value computed on the
 DD1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1943.degrees latitude (g = 980.6199 gals.).
 DD1943
 DD1943.The modeled gravity was interpolated from observed gravity values.
 DD1943
 DD1943;                    North         East    Units  Estimated Accuracy
 DD1943;SPC SC       -   226,160.      822,190.      MT  (+/- 180 meters Scaled)
 DD1943
 DD1943                          SUPERSEDED SURVEY CONTROL
 DD1943
 DD1943  NAVD 88 (06/15/91)   11.215  (m)           36.79   (f) UNKNOWN     1 2
 DD1943  NGVD 29 (03/21/89)   11.535  (m)           37.84   (f) ADJUSTED    1 2
 DD1943
 DD1943.Superseded values are not recommended for survey control.
 DD1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1943.See file dsdata.txt to determine how the superseded data were derived.
 DD1943
 DD1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT125480(NAD 83)
 DD1943_MARKER: DD = SURVEY DISK
 DD1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1943_SP_SET: CONCRETE POST
 DD1943_STAMPING: VERT 26 241 1986
 DD1943_MARK LOGO: SCGS  
 DD1943_PROJECTION: FLUSH
 DD1943_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1943+STABILITY: SURFACE MOTION
 DD1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1943+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1996
 DD1943
 DD1943  HISTORY     - Date     Condition        Report By
 DD1943  HISTORY     - 1986     MONUMENTED       SCGS
 DD1943  HISTORY     - 19960417 GOOD             SCGS
 DD1943
 DD1943                          STATION DESCRIPTION
 DD1943
 DD1943'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1943'8.8 KM (5.45 MI) SW FROM LITTLE RIVER.
 DD1943'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1943'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1943'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1943'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 4.2
 DD1943'KILOMETERS (2.6 MILES) WESTERLY ALONG STATE HIGHWAY 90, SET NEAR A
 DD1943'POWER POLE ON THE EAST SIDE OF A LARGE ONE STORY WOODEN HOUSE, 0.2
 DD1943'KILOMETER (0.1 MILE) EAST OF A SAND ROAD LEADING TO THE WAMPEE FIRE
 DD1943'LOOKOUT TOWER, 73.03 METERS (239.6 FEET) SOUTH OF THE CENTER LINE OF
 DD1943'THE HIGHWAY, 21.06 METERS (69.1 FEET) EAST SOUTHEAST OF THE SOUTHEAST
 DD1943'CORNER OF THE SOUTH ONE OF SEVEN BRICK PILLARS TO THE HOUSE PORCH,
 DD1943'23.68 METERS (77.7 FEET) SOUTH SOUTHWEST OF A POWER POLE NUMBER 61091,
 DD1943'22.48 METERS (73.8 FEET) WEST OF THE APPROXIMATE CENTER OF A SAND
 DD1943'DRIVE ON THE WEST SIDE OF THE HOUSE, 1.81 METERS (5.9 FEET) NORTH OF
 DD1943'THE POWER NUMBER 61143.
 DD1943'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1943
 DD1943                          STATION RECOVERY (1996)
 DD1943
 DD1943'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1943'STATION IS LOCATED 2.2 MILES (3.5 KM) WEST NORTHWEST OF NORTH MYRTLE
 DD1943'BEACH, 19.90 MILES (32.03 KM) EAST OF CONWAY.  OWNERSHIP--ADOLINE
 DD1943'WARD, 1355 HIGHWAY 90, LITTLE RIVER, SC 29566.  TO REACH THE STATION
 DD1943'FROM THE JUNCTION OF STATE HIGHWAYS 9, 90 AND U.S. HIGHWAY 17, 2.6
 DD1943'MILES (4.2 KM) WEST SOUTHWEST OF LITTLE RIVER, GO WEST ON HIGHWAY 90
 DD1943'FOR 2.35 MILES (3.78 KM) TO THE JUNCTION OF STATE ROAD 1033 (MOUNT
 DD1943'ZION ROAD), CONTINUE ON HIGHWAY 90 FOR 0.25 MILE (0.40 KM) TO THE
 DD1943'STATION ON THE LEFT NEAR A POWER POLE ON THE EAST SIDE OF A WOOD-SIDED
 DD1943'HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 DD1943'(0.3 M) BELOW THE HIGHWAY, 6.5 FEET (2.0 M) NORTH OF THE POWER POLE
 DD1943'NUMBER 61143, 69.0 FEET (21.0 M) EAST SOUTHEAST OF THE SOUTHERN MOST
 DD1943'PILLAR OF SEVEN SUPPORTING THE EAST SIDE OF THE HOUSE, 46.5 FEET (14.2
 DD1943'M) EAST OF THE SAND DRIVEWAY LEADING TO THE HOUSE, 240.0 FEET (73.2 M)
 DD1943'SOUTH OF THE CENTER OF THE HIGHWAY, 97.7 FEET (29.8 M) SOUTHEAST OF
 DD1943'THE NORTHERN MOST PILLAR OF SEVEN SUPPORTING THE EAST SIDE OF THE
 DD1943'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1948 ***********************************************************************
 DD1948  DESIGNATION -  26 242
 DD1948  PID         -  DD1948
 DD1948  STATE/COUNTY-  SC/HORRY
 DD1948  USGS QUAD   -  WAMPEE (1990)
 DD1948
 DD1948                         *CURRENT SURVEY CONTROL
 DD1948  ___________________________________________________________________
 DD1948* NAD 83(1986)-  33 51 10.     (N)    078 40 49.     (W)     SCALED    
 DD1948* NAVD 88     -        11.770  (meters)      38.62   (feet)  ADJUSTED  
 DD1948  ___________________________________________________________________
 DD1948  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DD1948  DYNAMIC HT  -          11.758 (meters)      38.58  (feet)  COMP
 DD1948  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 DD1948
 DD1948  VERT ORDER  -  FIRST     CLASS II
 DD1948
 DD1948.The horizontal coordinates were scaled from a topographic map and have
 DD1948.an estimated accuracy of +/- 6 seconds.
 DD1948
 DD1948.The orthometric height was determined by differential leveling
 DD1948.and adjusted by the National Geodetic Survey in June 1991..
 DD1948
 DD1948.The geoid height was determined by GEOID03.
 DD1948
 DD1948.The dynamic height is computed by dividing the NAVD 88
 DD1948.geopotential number by the normal gravity value computed on the
 DD1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1948.degrees latitude (g = 980.6199 gals.).
 DD1948
 DD1948.The modeled gravity was interpolated from observed gravity values.
 DD1948
 DD1948;                    North         East    Units  Estimated Accuracy
 DD1948;SPC SC       -   226,360.      824,220.      MT  (+/- 180 meters Scaled)
 DD1948
 DD1948                          SUPERSEDED SURVEY CONTROL
 DD1948
 DD1948  NGVD 29 (03/21/89)   12.091  (m)           39.67   (f) ADJUSTED    1 2
 DD1948
 DD1948.Superseded values are not recommended for survey control.
 DD1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1948.See file dsdata.txt to determine how the superseded data were derived.
 DD1948
 DD1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT146482(NAD 83)
 DD1948_MARKER: DD = SURVEY DISK
 DD1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1948_SP_SET: CONCRETE POST
 DD1948_STAMPING: VERT 26 242 1986
 DD1948_MARK LOGO: SCGS  
 DD1948_PROJECTION: FLUSH
 DD1948_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1948+STABILITY: SURFACE MOTION
 DD1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1948+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1996
 DD1948
 DD1948  HISTORY     - Date     Condition        Report By
 DD1948  HISTORY     - 1986     MONUMENTED       SCGS
 DD1948  HISTORY     - 19960417 GOOD             SCGS
 DD1948
 DD1948                          STATION DESCRIPTION
 DD1948
 DD1948'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1948'6.7 KM (4.15 MI) SW FROM LITTLE RIVER.
 DD1948'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1948'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1948'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1948'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 2.15
 DD1948'KILOMETERS (1.35 MILES) WESTERLY ALONG STATE HIGHWAY 90, SET NEAR A
 DD1948'POWER POLE WITH A YARD LIGHT IN FRONT OF THE NORTH MYRTLE BEACH
 DD1948'ELEMENTARY-MIDDLE SCHOOL, 24.15 METERS (79.2 FEET) SOUTH OF THE CENTER
 DD1948'LINE OF THE HIGHWAY, 36.13 METERS (118.5 FEET) NORTHEAST OF THE
 DD1948'NORTHEAST CORNER THE NORTH WING OF THE SCHOOL, 21.2 METERS (69.6 FEET)
 DD1948'WEST OF THE WEST ONE OF TWO SAPLINGS, 19.5 METERS (64.2 FEET)
 DD1948'SOUTHEAST OF A 9 INCH HARDWOOD TREE, 0.54 METER (1.77 FEET) NORTH OF
 DD1948'THE  POWER POLE.
 DD1948'THE MARK IS 0.54 METERS  N FROM  A WITNESS POST
 DD1948'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1948
 DD1948                          STATION RECOVERY (1996)
 DD1948
 DD1948'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1948'STATION IS LOCATED 1.2 MILES (1.9 KM) NORTHWEST OF NORTH MYRTLE BEACH,
 DD1948'21.2 MILES (34.1 KM) EAST OF CONWAY.  OWNERSHIP--HORRY COUNTY SCHOOLS.
 DD1948'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 90 AND
 DD1948'U.S. HIGHWAY 17, 2.6 MILES (4.2 KM) WEST SOUTHWEST OF LITTLE RIVER, GO
 DD1948'WEST ON HIGHWAY 90 FOR 1.25 MILES (2.01 KM) TO THE STATION ON THE LEFT
 DD1948'NEAR A POWER POLE IN FRONT OF THE NORTH MYRTLE MIDDLE SCHOOL.  STATION
 DD1948'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 DD1948'85.3 FEET (26.0 M) WEST SOUTHWEST OF A FIRE HYDRANT, 79.5 FEET (24.2
 DD1948'M) SOUTH OF THE CENTER OF THE HIGHWAY, 118.0 FEET (36.0 M) EAST
 DD1948'NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH WING OF THE SCHOOL, 2.3
 DD1948'FEET (0.7 M) NORTH NORTHEAST OF A POWER POLE NUMBER 12075, 1.8 FEET
 DD1948'(0.5 M) NORTH NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1940 ***********************************************************************
 DD1940  DESIGNATION -  26 243
 DD1940  PID         -  DD1940
 DD1940  STATE/COUNTY-  SC/HORRY
 DD1940  USGS QUAD   -  WAMPEE (1990)
 DD1940
 DD1940                         *CURRENT SURVEY CONTROL
 DD1940  ___________________________________________________________________
 DD1940* NAD 83(1986)-  33 52 02.     (N)    078 42 50.     (W)     SCALED    
 DD1940* NAVD 88     -         9.311  (meters)      30.55   (feet)  ADJUSTED  
 DD1940  ___________________________________________________________________
 DD1940  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DD1940  DYNAMIC HT  -           9.302 (meters)      30.52  (feet)  COMP
 DD1940  MODELED GRAV-     979,635.8   (mgal)                       NAVD 88
 DD1940
 DD1940  VERT ORDER  -  FIRST     CLASS II
 DD1940
 DD1940.The horizontal coordinates were scaled from a topographic map and have
 DD1940.an estimated accuracy of +/- 6 seconds.
 DD1940
 DD1940.The orthometric height was determined by differential leveling
 DD1940.and adjusted by the National Geodetic Survey in June 1991..
 DD1940
 DD1940.The geoid height was determined by GEOID03.
 DD1940
 DD1940.The dynamic height is computed by dividing the NAVD 88
 DD1940.geopotential number by the normal gravity value computed on the
 DD1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1940.degrees latitude (g = 980.6199 gals.).
 DD1940
 DD1940.The modeled gravity was interpolated from observed gravity values.
 DD1940
 DD1940;                    North         East    Units  Estimated Accuracy
 DD1940;SPC SC       -   227,890.      821,070.      MT  (+/- 180 meters Scaled)
 DD1940
 DD1940                          SUPERSEDED SURVEY CONTROL
 DD1940
 DD1940  NGVD 29 (03/21/89)    9.631  (m)           31.60   (f) ADJUSTED    1 2
 DD1940
 DD1940.Superseded values are not recommended for survey control.
 DD1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1940.See file dsdata.txt to determine how the superseded data were derived.
 DD1940
 DD1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT114497(NAD 83)
 DD1940_MARKER: DD = SURVEY DISK
 DD1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1940_SP_SET: CONCRETE POST
 DD1940_STAMPING: VERT 26 243 1986
 DD1940_MARK LOGO: SCGS  
 DD1940_PROJECTION: RECESSED 3 CENTIMETERS
 DD1940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1940
 DD1940  HISTORY     - Date     Condition        Report By
 DD1940  HISTORY     - 1986     MONUMENTED       SCGS
 DD1940
 DD1940                          STATION DESCRIPTION
 DD1940
 DD1940'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1940'9.3 KM (5.8 MI) WSW FROM LITTLE RIVER.
 DD1940'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1940'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1940'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1940'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 6.9
 DD1940'KILOMETERS (4.3 MILES) WESTERLY ALONG STATE HIGHWAY 90, THENCE 1.6
 DD1940'KILOMETERS (1.0 MILE) EASTERLY ALONG STATE ROAD S-26-57, SET NEAR A
 DD1940'POWER POLE IN THE FRONT YARD OF A ONE STORY WOODEN HOUSE ACROSS THE
 DD1940'ROAD FROM AN ABANDONED CONVENIENCE STORE, 24.06 METERS (78.9 FEET)
 DD1940'SOUTH OF THE CENTER LINE OF THE ROAD, 37.06 METER (121.6 FEET) EAST OF
 DD1940'THE APPROXIMATE CENTER OF A SAND ROAD LEADING SOUTH , 20.38 METERS
 DD1940'(66.9 FEET) NORTHWEST OF THE NORTHWEST CORNER THE PORCH OF THE HOUSE,
 DD1940'10.7 METERS (35.1 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF A SAND
 DD1940'DRIVE LEADING TO THE HOUSE, 1.1 METER (3.6 FEET) NORTH OF THE POWER
 DD1940'POLE, 12.85 METERS (42.2 FEET) WEST OF A MULTI-TRUNK CEDAR TREE NEAR
 DD1940'THE NORTHWEST CORNER OF THE HOUSE.
 DD1940'THE MARK IS 1.07 METERS  N FROM  A WITNESS POST
 DD1940'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1941 ***********************************************************************
 DD1941  DESIGNATION -  26 244
 DD1941  PID         -  DD1941
 DD1941  STATE/COUNTY-  SC/HORRY
 DD1941  USGS QUAD   -  LONGS (1990)
 DD1941
 DD1941                         *CURRENT SURVEY CONTROL
 DD1941  ___________________________________________________________________
 DD1941* NAD 83(1986)-  33 52 36.     (N)    078 41 55.     (W)     SCALED    
 DD1941* NAVD 88     -         9.743  (meters)      31.97   (feet)  ADJUSTED  
 DD1941  ___________________________________________________________________
 DD1941  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DD1941  DYNAMIC HT  -           9.734 (meters)      31.94  (feet)  COMP
 DD1941  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 DD1941
 DD1941  VERT ORDER  -  FIRST     CLASS II
 DD1941
 DD1941.The horizontal coordinates were scaled from a topographic map and have
 DD1941.an estimated accuracy of +/- 6 seconds.
 DD1941
 DD1941.The orthometric height was determined by differential leveling
 DD1941.and adjusted by the National Geodetic Survey in June 1991..
 DD1941
 DD1941.The geoid height was determined by GEOID03.
 DD1941
 DD1941.The dynamic height is computed by dividing the NAVD 88
 DD1941.geopotential number by the normal gravity value computed on the
 DD1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1941.degrees latitude (g = 980.6199 gals.).
 DD1941
 DD1941.The modeled gravity was interpolated from observed gravity values.
 DD1941
 DD1941;                    North         East    Units  Estimated Accuracy
 DD1941;SPC SC       -   228,970.      822,460.      MT  (+/- 180 meters Scaled)
 DD1941
 DD1941                          SUPERSEDED SURVEY CONTROL
 DD1941
 DD1941  NGVD 29 (03/21/89)   10.063  (m)           33.02   (f) ADJUSTED    1 2
 DD1941
 DD1941.Superseded values are not recommended for survey control.
 DD1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1941.See file dsdata.txt to determine how the superseded data were derived.
 DD1941
 DD1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT128508(NAD 83)
 DD1941_MARKER: DD = SURVEY DISK
 DD1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1941_SP_SET: CONCRETE POST
 DD1941_STAMPING: VERT 26 244 1986
 DD1941_MARK LOGO: SCGS  
 DD1941_PROJECTION: RECESSED 7 CENTIMETERS
 DD1941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1941
 DD1941  HISTORY     - Date     Condition        Report By
 DD1941  HISTORY     - 1986     MONUMENTED       SCGS
 DD1941
 DD1941                          STATION DESCRIPTION
 DD1941
 DD1941'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1941'7.9 KM (4.9 MI) SW FROM LITTLE RIVER.
 DD1941'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1941'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1941'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1941'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 6.9
 DD1941'KILOMETERS (4.3 MILES) WESTERLY ALONG STATE HIGHWAY 90, THENCE 3.4
 DD1941'KILOMETERS (2.1 MILES) EASTERLY ALONG STATE ROAD S-26-57, SET NEAR A
 DD1941'POWER POLE IN FRONT OF A ONE STORY WOODEN HOUSE ACROSS THE ROAD FROM A
 DD1941'ONE STORY RED BRICK HOUSE, 1.35 KILOMETERS (0.85 MILE) WEST OF THE
 DD1941'JUNCTION OF STATE HIGHWAY 9, 11.64 METERS (38.2 FEET) NORTHWEST OF THE
 DD1941'CENTER LINE OF THE ROAD, 20.53 METERS (67.4 FEET) SOUTHWEST OF THE
 DD1941'SOUTHWEST CORNER OF THE MAIN PART OF THE HOUSE, 26.43 METERS (86.7
 DD1941'FEET) EAST OF THE EAST CORNER OF A ONE STORY WOODEN HOUSE, 8.03 METERS
 DD1941'(26.4 FEET) NORTH NORTHEAST OF A 20 INCH PINE TREE, 8.69 METERS (28.5
 DD1941'FEET) WEST SOUTHWEST OF A 30 INCH PINE TREE, 0.38 METERS (1.2 FEET)
 DD1941'NORTHWEST THE POWER POLE.
 DD1941'THE MARK IS 0.64 METERS  NW FROM  A WITNESS POST
 DD1941'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1893 ***********************************************************************
 DD1893  DESIGNATION -  26 245
 DD1893  PID         -  DD1893
 DD1893  STATE/COUNTY-  SC/HORRY
 DD1893  USGS QUAD   -  HAND (1984)
 DD1893
 DD1893                         *CURRENT SURVEY CONTROL
 DD1893  ___________________________________________________________________
 DD1893* NAD 83(1986)-  33 52 05.     (N)    078 49 23.     (W)     SCALED    
 DD1893* NAVD 88     -         7.344  (meters)      24.09   (feet)  ADJUSTED  
 DD1893  ___________________________________________________________________
 DD1893  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DD1893  DYNAMIC HT  -           7.337 (meters)      24.07  (feet)  COMP
 DD1893  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 DD1893
 DD1893  VERT ORDER  -  FIRST     CLASS II
 DD1893
 DD1893.The horizontal coordinates were scaled from a topographic map and have
 DD1893.an estimated accuracy of +/- 6 seconds.
 DD1893
 DD1893.The orthometric height was determined by differential leveling
 DD1893.and adjusted by the National Geodetic Survey in June 1991..
 DD1893
 DD1893.The geoid height was determined by GEOID03.
 DD1893
 DD1893.The dynamic height is computed by dividing the NAVD 88
 DD1893.geopotential number by the normal gravity value computed on the
 DD1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1893.degrees latitude (g = 980.6199 gals.).
 DD1893
 DD1893.The modeled gravity was interpolated from observed gravity values.
 DD1893
 DD1893;                    North         East    Units  Estimated Accuracy
 DD1893;SPC SC       -   227,760.      810,970.      MT  (+/- 180 meters Scaled)
 DD1893
 DD1893                          SUPERSEDED SURVEY CONTROL
 DD1893
 DD1893  NGVD 29 (03/21/89)    7.660  (m)           25.13   (f) ADJUSTED    1 2
 DD1893
 DD1893.Superseded values are not recommended for survey control.
 DD1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1893.See file dsdata.txt to determine how the superseded data were derived.
 DD1893
 DD1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT013496(NAD 83)
 DD1893_MARKER: DD = SURVEY DISK
 DD1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1893_SP_SET: CONCRETE POST
 DD1893_STAMPING: VERT 26 245 1986
 DD1893_MARK LOGO: SCGS  
 DD1893_PROJECTION: FLUSH
 DD1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1893
 DD1893  HISTORY     - Date     Condition        Report By
 DD1893  HISTORY     - 1986     MONUMENTED       SCGS
 DD1893  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 DD1893
 DD1893                          STATION DESCRIPTION
 DD1893
 DD1893'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1893'19.6 KM (12.2 MI) WSW FROM LITTLE RIVER.
 DD1893'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1893'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1 MI)
 DD1893'SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1893'(NIXONS CROSSROADS), CONTINUE 15.35 KM (9.55 MI) WESTERLY ALONG STATE
 DD1893'HIGHWAY 90, THENCE 1.6 KM (1.0 MI) NORTHERLY ALONG STATE ROAD 31, SET
 DD1893'NEAR A POWER POLE IN FRONT OF AN ABANDONED ONE STORY WOODEN HOUSE,
 DD1893'9.9 METERS (32.5 FT) WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 DD1893'56.55 METERS (185.5 FT) SOUTH SOUTHEAST OF A 36-INCH TRIPLE TRUNKED
 DD1893'PINE TREE, 29.43 METERS (96. FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DD1893'THE HOUSE, 25.15 METERS (82.5 FT) SOUTH SOUTHWEST OF THE SOUTHERN
 DD1893'15-INCH CEDAR TREE OF FOUR, 2.25 METERS (7.4 FT) WEST NORTHWEST OF THE
 DD1893'POWER POLE WITH A TRANSFORMER AND A GUY WIRE.
 DD1893'THE MARK IS 0.15 METERS  ENE FROM  A WITNESS POST
 DD1893'THE MARK IS 0.6 M ABOVE ROAD.
 DD1893
 DD1893                          STATION RECOVERY (2004)
 DD1893
 DD1893'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DD1893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1894 ***********************************************************************
 DD1894  DESIGNATION -  26 246
 DD1894  PID         -  DD1894
 DD1894  STATE/COUNTY-  SC/HORRY
 DD1894  USGS QUAD   -  HAMMOND (1984)
 DD1894
 DD1894                         *CURRENT SURVEY CONTROL
 DD1894  ___________________________________________________________________
 DD1894* NAD 83(1986)-  33 53 29.     (N)    078 50 13.     (W)     SCALED    
 DD1894* NAVD 88     -         3.859  (meters)      12.66   (feet)  ADJUSTED  
 DD1894  ___________________________________________________________________
 DD1894  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD1894  DYNAMIC HT  -           3.855 (meters)      12.65  (feet)  COMP
 DD1894  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 DD1894
 DD1894  VERT ORDER  -  FIRST     CLASS II
 DD1894
 DD1894.The horizontal coordinates were scaled from a topographic map and have
 DD1894.an estimated accuracy of +/- 6 seconds.
 DD1894
 DD1894.The orthometric height was determined by differential leveling
 DD1894.and adjusted by the National Geodetic Survey in June 1991..
 DD1894
 DD1894.The geoid height was determined by GEOID03.
 DD1894
 DD1894.The dynamic height is computed by dividing the NAVD 88
 DD1894.geopotential number by the normal gravity value computed on the
 DD1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1894.degrees latitude (g = 980.6199 gals.).
 DD1894
 DD1894.The modeled gravity was interpolated from observed gravity values.
 DD1894
 DD1894;                    North         East    Units  Estimated Accuracy
 DD1894;SPC SC       -   230,320.      809,630.      MT  (+/- 180 meters Scaled)
 DD1894
 DD1894                          SUPERSEDED SURVEY CONTROL
 DD1894
 DD1894  NGVD 29 (03/21/89)    4.175  (m)           13.70   (f) ADJUSTED    1 2
 DD1894
 DD1894.Superseded values are not recommended for survey control.
 DD1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1894.See file dsdata.txt to determine how the superseded data were derived.
 DD1894
 DD1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT000522(NAD 83)
 DD1894_MARKER: DD = SURVEY DISK
 DD1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1894_SP_SET: CONCRETE POST
 DD1894_STAMPING: VERT 26 246 1986
 DD1894_MARK LOGO: SCGS  
 DD1894_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1894
 DD1894  HISTORY     - Date     Condition        Report By
 DD1894  HISTORY     - 1986     MONUMENTED       SCGS
 DD1894
 DD1894                          STATION DESCRIPTION
 DD1894
 DD1894'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1894'20.8 KM (12.9 MI) WEST FROM LITTLE RIVER.
 DD1894'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1894'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1 MI)
 DD1894'SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1894'(NIXONS CROSSROADS), CONTINUE 15.35 KM (9.55 MI) WESTERLY ALONG STATE
 DD1894'HIGHWAY 90, THENCE 4.5 KM (2.8 MI) NORTHERLY ALONG STATE ROAD 31, SET
 DD1894'NEAR TWO BLAZED PINE TREES IN THE NORTHEAST ANGLE OF A TRACK ROAD
 DD1894'LEADING EAST, 1.6 KM (1.0 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY
 DD1894'905 (RED BLUFF CROSSROADS), 10.05 METERS (33.0 FT) EAST NORTHEAST OF
 DD1894'THE CENTER OF THE ROAD, 2.15 METERS (7.0 FT) NORTH OF THE BLAZED
 DD1894'18-INCH PINE TREE, 2.4 METERS (7.9 FT) WEST NORTHWEST OF A 30-INCH
 DD1894'Y-SHAPED LIVE OAK TREE, 1.89 METERS (6.2 FT) SOUTH OF THE BLAZED
 DD1894'17-INCH PINE TREE, 16.4 METERS (53.8 FT) NORTH NORTHEAST OF THE CENTER
 DD1894'OF THE TRACK ROAD.
 DD1894'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 DD1894'THE MARK IS 0.30 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1895 ***********************************************************************
 DD1895  DESIGNATION -  26 247
 DD1895  PID         -  DD1895
 DD1895  STATE/COUNTY-  SC/HORRY
 DD1895  USGS QUAD   -  HAMMOND (1984)
 DD1895
 DD1895                         *CURRENT SURVEY CONTROL
 DD1895  ___________________________________________________________________
 DD1895* NAD 83(1986)-  33 53 57.     (N)    078 50 24.     (W)     SCALED    
 DD1895* NAVD 88     -         5.260  (meters)      17.26   (feet)  ADJUSTED  
 DD1895  ___________________________________________________________________
 DD1895  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DD1895  DYNAMIC HT  -           5.254 (meters)      17.24  (feet)  COMP
 DD1895  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 DD1895
 DD1895  VERT ORDER  -  FIRST     CLASS II
 DD1895
 DD1895.The horizontal coordinates were scaled from a topographic map and have
 DD1895.an estimated accuracy of +/- 6 seconds.
 DD1895
 DD1895.The orthometric height was determined by differential leveling
 DD1895.and adjusted by the National Geodetic Survey in June 1991..
 DD1895
 DD1895.The geoid height was determined by GEOID03.
 DD1895
 DD1895.The dynamic height is computed by dividing the NAVD 88
 DD1895.geopotential number by the normal gravity value computed on the
 DD1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1895.degrees latitude (g = 980.6199 gals.).
 DD1895
 DD1895.The modeled gravity was interpolated from observed gravity values.
 DD1895
 DD1895;                    North         East    Units  Estimated Accuracy
 DD1895;SPC SC       -   231,180.      809,330.      MT  (+/- 180 meters Scaled)
 DD1895
 DD1895                          SUPERSEDED SURVEY CONTROL
 DD1895
 DD1895  NGVD 29 (03/21/89)    5.575  (m)           18.29   (f) ADJUSTED    1 2
 DD1895
 DD1895.Superseded values are not recommended for survey control.
 DD1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1895.See file dsdata.txt to determine how the superseded data were derived.
 DD1895
 DD1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT997530(NAD 83)
 DD1895_MARKER: DD = SURVEY DISK
 DD1895_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1895_SP_SET: IN DECK ABOVE ABUTMENT BRIDGE
 DD1895_STAMPING: VERT 26 247 1986
 DD1895_MARK LOGO: SCGS  
 DD1895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1895
 DD1895  HISTORY     - Date     Condition        Report By
 DD1895  HISTORY     - 1986     MONUMENTED       SCGS
 DD1895
 DD1895                          STATION DESCRIPTION
 DD1895
 DD1895'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1895'21.1 KM (13.1 MI) WEST FROM LITTLE RIVER.
 DD1895'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1895'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1 MI)
 DD1895'SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1895'(NIXONS CROSSROADS), CONTINUE 15.35 KM (9.55 MI) WESTERLY ALONG STATE
 DD1895'HIGHWAY 90, THENCE 5.5 KM (3.4 MI) NORTHERLY ALONG STATE ROAD 31, SET
 DD1895'IN THE SOUTHWEST CORNER OF THE BRIDGE OVER THE WACCAMAW RIVER, 0.6 KM
 DD1895'(0.4 MI) SOUTH OF STATE HIGHWAY 905 (RED BLUFF CROSSROADS), ADD-MAY
 DD1895'ALSO BE REACHED BY GOING 0.25 KM (0.15 MI) SOUTHEAST ALONG STATE
 DD1895'HIGHWAY 9 BUSINESS (MAIN STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701
 DD1895'(BROAD STREET) IN LORIS, THENCE 18.4 KM (11.45 MI) SOUTHERLY ALONG
 DD1895'STATE ROAD 31 (BRYANT STREET).
 DD1895'THE MARK IS 0.9 METERS  NNE FROM  A WITNESS POST
 DD1895'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1881 ***********************************************************************
 DD1881  DESIGNATION -  26 248
 DD1881  PID         -  DD1881
 DD1881  STATE/COUNTY-  SC/HORRY
 DD1881  USGS QUAD   -  HAMMOND (1984)
 DD1881
 DD1881                         *CURRENT SURVEY CONTROL
 DD1881  ___________________________________________________________________
 DD1881* NAD 83(1986)-  33 54 24.     (N)    078 50 23.     (W)     SCALED    
 DD1881* NAVD 88     -         9.242  (meters)      30.32   (feet)  ADJUSTED  
 DD1881  ___________________________________________________________________
 DD1881  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DD1881  DYNAMIC HT  -           9.233 (meters)      30.29  (feet)  COMP
 DD1881  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 DD1881
 DD1881  VERT ORDER  -  FIRST     CLASS II
 DD1881
 DD1881.The horizontal coordinates were scaled from a topographic map and have
 DD1881.an estimated accuracy of +/- 6 seconds.
 DD1881
 DD1881.The orthometric height was determined by differential leveling
 DD1881.and adjusted by the National Geodetic Survey in June 1991..
 DD1881
 DD1881.The geoid height was determined by GEOID03.
 DD1881
 DD1881.The dynamic height is computed by dividing the NAVD 88
 DD1881.geopotential number by the normal gravity value computed on the
 DD1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1881.degrees latitude (g = 980.6199 gals.).
 DD1881
 DD1881.The modeled gravity was interpolated from observed gravity values.
 DD1881
 DD1881;                    North         East    Units  Estimated Accuracy
 DD1881;SPC SC       -   232,010.      809,340.      MT  (+/- 180 meters Scaled)
 DD1881
 DD1881                          SUPERSEDED SURVEY CONTROL
 DD1881
 DD1881  NGVD 29 (03/21/89)    9.557  (m)           31.35   (f) ADJUSTED    1 2
 DD1881
 DD1881.Superseded values are not recommended for survey control.
 DD1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1881.See file dsdata.txt to determine how the superseded data were derived.
 DD1881
 DD1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT997539(NAD 83)
 DD1881_MARKER: DD = SURVEY DISK
 DD1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1881_SP_SET: CONCRETE POST
 DD1881_STAMPING: VERT 26 248 1986
 DD1881_MARK LOGO: SCGS  
 DD1881_PROJECTION: FLUSH
 DD1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1881
 DD1881  HISTORY     - Date     Condition        Report By
 DD1881  HISTORY     - 1986     MONUMENTED       SCGS
 DD1881
 DD1881                          STATION DESCRIPTION
 DD1881
 DD1881'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1881'17.2 KM (10.7 MI) SE FROM LORIS.
 DD1881'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1881'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1881'THENCE 17.45 KM (10.85 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT
 DD1881'STREET), SET NEAR A POWER POLE WITH A YARD LIGHT IN FRONT OF A ONE
 DD1881'STORY HOUSE, 0.3 KM (0.2 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY
 DD1881'905 (RED BLUFF CROSSROADS), 65.25 METERS (214.1 FT) EAST SOUTHEAST OF
 DD1881'THE CENTER OF THE ROAD, 5.2 METERS (17.1 FT) NORTH NORTHEAST OF THE
 DD1881'CENTER OF A SAND DRIVE, 19.38 METERS (63.6 FT) SOUTHWEST OF THE
 DD1881'NORTHWEST CORNER OF THE HOUSE, 2.05 METERS (6.7 FT) NORTH NORTHEAST OF
 DD1881'THE POWER POLE, 15.1 METERS (49.5 FT) WEST NORTHWEST OF THE SOUTHWEST
 DD1881'CORNER OF THE HOUSE.
 DD1881'THE MARK IS 1.0 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1896 ***********************************************************************
 DD1896  DESIGNATION -  26 249
 DD1896  PID         -  DD1896
 DD1896  STATE/COUNTY-  SC/HORRY
 DD1896  USGS QUAD   -  HAMMOND (1984)
 DD1896
 DD1896                         *CURRENT SURVEY CONTROL
 DD1896  ___________________________________________________________________
 DD1896* NAD 83(1986)-  33 55 11.     (N)    078 50 11.     (W)     SCALED    
 DD1896* NAVD 88     -         9.734  (meters)      31.94   (feet)  ADJUSTED  
 DD1896  ___________________________________________________________________
 DD1896  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DD1896  DYNAMIC HT  -           9.724 (meters)      31.90  (feet)  COMP
 DD1896  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 DD1896
 DD1896  VERT ORDER  -  FIRST     CLASS II
 DD1896
 DD1896.The horizontal coordinates were scaled from a topographic map and have
 DD1896.an estimated accuracy of +/- 6 seconds.
 DD1896
 DD1896.The orthometric height was determined by differential leveling
 DD1896.and adjusted by the National Geodetic Survey in June 1991..
 DD1896
 DD1896.The geoid height was determined by GEOID03.
 DD1896
 DD1896.The dynamic height is computed by dividing the NAVD 88
 DD1896.geopotential number by the normal gravity value computed on the
 DD1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1896.degrees latitude (g = 980.6199 gals.).
 DD1896
 DD1896.The modeled gravity was interpolated from observed gravity values.
 DD1896
 DD1896;                    North         East    Units  Estimated Accuracy
 DD1896;SPC SC       -   233,470.      809,620.      MT  (+/- 180 meters Scaled)
 DD1896
 DD1896                          SUPERSEDED SURVEY CONTROL
 DD1896
 DD1896  NGVD 29 (03/21/89)   10.049  (m)           32.97   (f) ADJUSTED    1 2
 DD1896
 DD1896.Superseded values are not recommended for survey control.
 DD1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1896.See file dsdata.txt to determine how the superseded data were derived.
 DD1896
 DD1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT000553(NAD 83)
 DD1896_MARKER: DD = SURVEY DISK
 DD1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1896_SP_SET: CONCRETE POST
 DD1896_STAMPING: VERT 26 249 1986
 DD1896_MARK LOGO: SCGS  
 DD1896_PROJECTION: FLUSH
 DD1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1896
 DD1896  HISTORY     - Date     Condition        Report By
 DD1896  HISTORY     - 1986     MONUMENTED       SCGS
 DD1896
 DD1896                          STATION DESCRIPTION
 DD1896
 DD1896'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1896'15.9 KM (9.9 MI) SE FROM LORIS.
 DD1896'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 (MAIN STREET) FROM
 DD1896'THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS, THENCE
 DD1896'16.1 KM (10.0 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT STREET), SET
 DD1896'NEAR A POWER POLE IN FRONT OF A MOBILE HOME IN THE NORTHWEST ANGLE OF
 DD1896'A SAND ROAD LEADING NORTHWEST, 12.45 METERS (40.8 FT) WEST NORTHWEST
 DD1896'OF THE CENTER OF THE ROAD, 35.85 METERS (117.6 FT) NORTH NORTHEAST OF
 DD1896'THE CENTER OF THE SAND ROAD, 12.56 METERS (41.2 FT) EAST SOUTHEAST OF
 DD1896'THE NORTHEAST CORNER OF THE MOBILE HOME, 2.25 METERS (7.4 FT) NORTH OF
 DD1896'THE POWER PLOE, 6.58 METERS (21.6 FT) SOUTH SOUTHWEST OF A 10 INCH
 DD1896'PINE TREE, 11.05 METERS (36.2 FT) EAST OF AN 8 INCH POST OAK TREE.
 DD1896'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1897 ***********************************************************************
 DD1897  DESIGNATION -  26 250
 DD1897  PID         -  DD1897
 DD1897  STATE/COUNTY-  SC/HORRY
 DD1897  USGS QUAD   -  HAMMOND (1984)
 DD1897
 DD1897                         *CURRENT SURVEY CONTROL
 DD1897  ___________________________________________________________________
 DD1897* NAD 83(1986)-  33 56 10.     (N)    078 50 11.     (W)     SCALED    
 DD1897* NAVD 88     -        12.455  (meters)      40.86   (feet)  ADJUSTED  
 DD1897  ___________________________________________________________________
 DD1897  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DD1897  DYNAMIC HT  -          12.443 (meters)      40.82  (feet)  COMP
 DD1897  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 DD1897
 DD1897  VERT ORDER  -  FIRST     CLASS II
 DD1897
 DD1897.The horizontal coordinates were scaled from a topographic map and have
 DD1897.an estimated accuracy of +/- 6 seconds.
 DD1897
 DD1897.The orthometric height was determined by differential leveling
 DD1897.and adjusted by the National Geodetic Survey in June 1991..
 DD1897
 DD1897.The geoid height was determined by GEOID03.
 DD1897
 DD1897.The dynamic height is computed by dividing the NAVD 88
 DD1897.geopotential number by the normal gravity value computed on the
 DD1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1897.degrees latitude (g = 980.6199 gals.).
 DD1897
 DD1897.The modeled gravity was interpolated from observed gravity values.
 DD1897
 DD1897;                    North         East    Units  Estimated Accuracy
 DD1897;SPC SC       -   235,280.      809,580.      MT  (+/- 180 meters Scaled)
 DD1897
 DD1897                          SUPERSEDED SURVEY CONTROL
 DD1897
 DD1897  NGVD 29 (03/21/89)   12.771  (m)           41.90   (f) ADJUSTED    1 2
 DD1897
 DD1897.Superseded values are not recommended for survey control.
 DD1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1897.See file dsdata.txt to determine how the superseded data were derived.
 DD1897
 DD1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT999571(NAD 83)
 DD1897_MARKER: DD = SURVEY DISK
 DD1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1897_SP_SET: CONCRETE POST
 DD1897_STAMPING: VERT 26 250 1986
 DD1897_MARK LOGO: SCGS  
 DD1897_PROJECTION: FLUSH
 DD1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1897
 DD1897  HISTORY     - Date     Condition        Report By
 DD1897  HISTORY     - 1986     MONUMENTED       SCGS
 DD1897
 DD1897                          STATION DESCRIPTION
 DD1897
 DD1897'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1897'14.1 KM (8.75 MI) SE FROM LORIS.
 DD1897'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1897'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1897'THENCE 14.25 KM (8.85 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT
 DD1897'STREET), SET NEAR THE NORTHWEST CORNER OF A ONE STORY BRICK HOUSE,
 DD1897'0.55 KM (0.35 MI) SOUTH OF THE ENTRANCE TO THE HARDEE MANUFACTURING
 DD1897'COMPANY, 3.31 METERS (10.9 FT) WEST NORTHWEST OF THE NORTHWEST CORNER
 DD1897'OF THE HOUSE, 4.97 METERS (16.3 FT) SOUTHEAST OF THE NORTHEAST CORNER
 DD1897'OF A TWO STORY WOODEN GARAGE (RENOVATED BARN), 20.0 METERS (65.6 FT)
 DD1897'NORTH NORTHWEST OF THE CENTER OF A SAND DRIVE, 5.82 METERS (19.1 FT)
 DD1897'SOUTH SOUTHEAST OF A 15 INCH PINE TREE, 45.5 METERS  (149.3 FT) WEST
 DD1897'SOUTHWEST OF THE CENTER OF THE ROAD.
 DD1897'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1901 ***********************************************************************
 DD1901  DESIGNATION -  26 251
 DD1901  PID         -  DD1901
 DD1901  STATE/COUNTY-  SC/HORRY
 DD1901  USGS QUAD   -  HAMMOND (1984)
 DD1901
 DD1901                         *CURRENT SURVEY CONTROL
 DD1901  ___________________________________________________________________
 DD1901* NAD 83(1986)-  33 58 01.     (N)    078 50 55.     (W)     SCALED    
 DD1901* NAVD 88     -        11.730  (meters)      38.48   (feet)  ADJUSTED  
 DD1901  ___________________________________________________________________
 DD1901  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DD1901  DYNAMIC HT  -          11.718 (meters)      38.44  (feet)  COMP
 DD1901  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 DD1901
 DD1901  VERT ORDER  -  FIRST     CLASS II
 DD1901
 DD1901.The horizontal coordinates were scaled from a topographic map and have
 DD1901.an estimated accuracy of +/- 6 seconds.
 DD1901
 DD1901.The orthometric height was determined by differential leveling
 DD1901.and adjusted by the National Geodetic Survey in June 1991..
 DD1901
 DD1901.The geoid height was determined by GEOID03.
 DD1901
 DD1901.The dynamic height is computed by dividing the NAVD 88
 DD1901.geopotential number by the normal gravity value computed on the
 DD1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1901.degrees latitude (g = 980.6199 gals.).
 DD1901
 DD1901.The modeled gravity was interpolated from observed gravity values.
 DD1901
 DD1901;                    North         East    Units  Estimated Accuracy
 DD1901;SPC SC       -   238,680.      808,380.      MT  (+/- 180 meters Scaled)
 DD1901
 DD1901                          SUPERSEDED SURVEY CONTROL
 DD1901
 DD1901  NGVD 29 (03/21/89)   12.046  (m)           39.52   (f) ADJUSTED    1 2
 DD1901
 DD1901.Superseded values are not recommended for survey control.
 DD1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1901.See file dsdata.txt to determine how the superseded data were derived.
 DD1901
 DD1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT987605(NAD 83)
 DD1901_MARKER: DD = SURVEY DISK
 DD1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1901_SP_SET: CONCRETE POST
 DD1901_STAMPING: VERT 26 251 1986
 DD1901_MARK LOGO: SCGS  
 DD1901_PROJECTION: FLUSH
 DD1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1901
 DD1901  HISTORY     - Date     Condition        Report By
 DD1901  HISTORY     - 1986     MONUMENTED       SCGS
 DD1901
 DD1901                          STATION DESCRIPTION
 DD1901
 DD1901'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1901'10.5 KM (6.55 MI) SE FROM LORIS.
 DD1901'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1901'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1901'THENCE 10.55 KM (6.55 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT
 DD1901'STREET), THENCE 0.1 KM (0.05 MI) WEST ALONG A CIRCULAR DRIVE SET NEAR
 DD1901'A POWER POLE WITH A TRANSFORMER OF THE NORTH SIDE OF A ONE STORY BRICK
 DD1901'HOUSE, 1.75 METERS (5.7 FT) WEST SOUTHWEST OF THE POWER POLE,
 DD1901'28.78 METERS (94.4 FT) NORTH OF THE NORTHEAST CORNER OF THE HOUSE,
 DD1901'43.55 METERS (142.9 FT) EAST NORTHEAST OF THE CENTER OF THE DRIVE,
 DD1901'10.9 METERS (35.8 FT) EAST NORTHEAST OF A 30 INCH PINE TREE,
 DD1901'12.65 METERS (41.5 FT) SOUTH OF A 12 INCH PALMETTO TREE.
 DD1901'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1905 ***********************************************************************
 DD1905  DESIGNATION -  26 252
 DD1905  PID         -  DD1905
 DD1905  STATE/COUNTY-  SC/HORRY
 DD1905  USGS QUAD   -  HAMMOND (1984)
 DD1905
 DD1905                         *CURRENT SURVEY CONTROL
 DD1905  ___________________________________________________________________
 DD1905* NAD 83(1986)-  33 59 34.     (N)    078 51 40.     (W)     SCALED    
 DD1905* NAVD 88     -        25.196  (meters)      82.66   (feet)  ADJUSTED  
 DD1905  ___________________________________________________________________
 DD1905  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DD1905  DYNAMIC HT  -          25.171 (meters)      82.58  (feet)  COMP
 DD1905  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 DD1905
 DD1905  VERT ORDER  -  FIRST     CLASS II
 DD1905
 DD1905.The horizontal coordinates were scaled from a topographic map and have
 DD1905.an estimated accuracy of +/- 6 seconds.
 DD1905
 DD1905.The orthometric height was determined by differential leveling
 DD1905.and adjusted by the National Geodetic Survey in June 1991..
 DD1905
 DD1905.The geoid height was determined by GEOID03.
 DD1905
 DD1905.The dynamic height is computed by dividing the NAVD 88
 DD1905.geopotential number by the normal gravity value computed on the
 DD1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1905.degrees latitude (g = 980.6199 gals.).
 DD1905
 DD1905.The modeled gravity was interpolated from observed gravity values.
 DD1905
 DD1905;                    North         East    Units  Estimated Accuracy
 DD1905;SPC SC       -   241,520.      807,170.      MT  (+/- 180 meters Scaled)
 DD1905
 DD1905                          SUPERSEDED SURVEY CONTROL
 DD1905
 DD1905  NGVD 29 (03/21/89)   25.512  (m)           83.70   (f) ADJUSTED    1 2
 DD1905
 DD1905.Superseded values are not recommended for survey control.
 DD1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1905.See file dsdata.txt to determine how the superseded data were derived.
 DD1905
 DD1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT975634(NAD 83)
 DD1905_MARKER: DD = SURVEY DISK
 DD1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1905_SP_SET: CONCRETE POST
 DD1905_STAMPING: VERT 26 252 1986
 DD1905_MARK LOGO: SCGS  
 DD1905_PROJECTION: FLUSH
 DD1905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1905
 DD1905  HISTORY     - Date     Condition        Report By
 DD1905  HISTORY     - 1986     MONUMENTED       SCGS
 DD1905
 DD1905                          STATION DESCRIPTION
 DD1905
 DD1905'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1905'7.5 KM (4.65 MI) SE FROM LORIS.
 DD1905'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 DD1905'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 DD1905'THENCE 7.6 KM (4.7 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT STREET),
 DD1905'THENCE 0.2 KM (0.1 MI) WEST ALONG THE ENTRANCE DRIVE TO THE DAISY
 DD1905'ELEMENTARY SCHOOL, SET NEAR THE FLAG POLE IN FRONT OF THE SCHOOL,
 DD1905'2.45 METERS (8.0 FT) SOUTH OF THE FLAG POLE, 3.68 METERS (12.1 FT)
 DD1905'NORTH OF THE CENTER OF A 10 FOOT SIDEWALK LEADING TO THE SCHOOL,
 DD1905'21.4 METERS (70.4 FT) EAST SOUTHEAST OF THE CENTER OF THE ENTRANCE
 DD1905'DOOR 14.9 METERS (48.9 FT) WEST OF THE WEST FACE OF THE SCHOOL.
 DD1905'THE MARK IS 0.3 M ABOVE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1899 ***********************************************************************
 EB1899  DESIGNATION -  26 253
 EB1899  PID         -  EB1899
 EB1899  STATE/COUNTY-  SC/HORRY
 EB1899  USGS QUAD   -  GORETOWN (1975)
 EB1899
 EB1899                         *CURRENT SURVEY CONTROL
 EB1899  ___________________________________________________________________
 EB1899* NAD 83(1986)-  34 00 18.     (N)    078 52 12.     (W)     SCALED    
 EB1899* NAVD 88     -        26.545  (meters)      87.09   (feet)  ADJUSTED  
 EB1899  ___________________________________________________________________
 EB1899  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 EB1899  DYNAMIC HT  -          26.519 (meters)      87.00  (feet)  COMP
 EB1899  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 EB1899
 EB1899  VERT ORDER  -  FIRST     CLASS II
 EB1899
 EB1899.The horizontal coordinates were scaled from a topographic map and have
 EB1899.an estimated accuracy of +/- 6 seconds.
 EB1899
 EB1899.The orthometric height was determined by differential leveling
 EB1899.and adjusted by the National Geodetic Survey in June 1991..
 EB1899
 EB1899.The geoid height was determined by GEOID03.
 EB1899
 EB1899.The dynamic height is computed by dividing the NAVD 88
 EB1899.geopotential number by the normal gravity value computed on the
 EB1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1899.degrees latitude (g = 980.6199 gals.).
 EB1899
 EB1899.The modeled gravity was interpolated from observed gravity values.
 EB1899
 EB1899;                    North         East    Units  Estimated Accuracy
 EB1899;SPC SC       -   242,860.      806,320.      MT  (+/- 180 meters Scaled)
 EB1899
 EB1899                          SUPERSEDED SURVEY CONTROL
 EB1899
 EB1899  NGVD 29 (03/21/89)   26.861  (m)           88.13   (f) ADJUSTED    1 2
 EB1899
 EB1899.Superseded values are not recommended for survey control.
 EB1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1899.See file dsdata.txt to determine how the superseded data were derived.
 EB1899
 EB1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT967647(NAD 83)
 EB1899_MARKER: DD = SURVEY DISK
 EB1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1899_SP_SET: CONCRETE POST
 EB1899_STAMPING: VERT 26 253 1986
 EB1899_MARK LOGO: SCGS  
 EB1899_PROJECTION: FLUSH
 EB1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1899
 EB1899  HISTORY     - Date     Condition        Report By
 EB1899  HISTORY     - 1986     MONUMENTED       SCGS
 EB1899
 EB1899                          STATION DESCRIPTION
 EB1899
 EB1899'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1899'6.0 KM (3.7 MI) SE FROM LORIS.
 EB1899'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1899'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1899'THENCE 5.2 KM (3.6 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT STREET),
 EB1899'SET NEAR THE SOUTHEAST CORNER OF A ONE STORY WOODEN HOUSE, 0.25 KM
 EB1899'(0.15 MI) NORTH OF THE MACEDONIA BAPTIST CHURCH, 1.03 METERS (3.4 FT)
 EB1899'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 10.95 METERS (35.9 FT)
 EB1899'NORTH NORTHWEST OF THE CENTER OF A SAND DRIVE LEADING TO THE HOUSE AND
 EB1899'AN ALUMINUM BUILDING, 53.4 METERS (175.2 FT) EAST NORTHEAST OF THE
 EB1899'CENTER OF THE ROAD, 14.38 METERS (47.2 FT) WEST NORTHWEST OF A 10 INCH
 EB1899'SYCAMORE TREE, 38.75 METERS (127.1 FT) SOUTHWEST OF THE NORTHWEST
 EB1899'CORNER OF THE ALUMINUM BUILDING.
 EB1899'THE MARK IS 0.60 M ABOVE SAND DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1900 ***********************************************************************
 EB1900  DESIGNATION -  26 254
 EB1900  PID         -  EB1900
 EB1900  STATE/COUNTY-  SC/HORRY
 EB1900  USGS QUAD   -  LORIS (1962)
 EB1900
 EB1900                         *CURRENT SURVEY CONTROL
 EB1900  ___________________________________________________________________
 EB1900* NAD 83(1986)-  34 01 30.     (N)    078 52 48.     (W)     SCALED    
 EB1900* NAVD 88     -        34.089  (meters)     111.84   (feet)  ADJUSTED  
 EB1900  ___________________________________________________________________
 EB1900  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EB1900  DYNAMIC HT  -          34.055 (meters)     111.73  (feet)  COMP
 EB1900  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 EB1900
 EB1900  VERT ORDER  -  FIRST     CLASS II
 EB1900
 EB1900.The horizontal coordinates were scaled from a topographic map and have
 EB1900.an estimated accuracy of +/- 6 seconds.
 EB1900
 EB1900.The orthometric height was determined by differential leveling
 EB1900.and adjusted by the National Geodetic Survey in June 1991..
 EB1900
 EB1900.The geoid height was determined by GEOID03.
 EB1900
 EB1900.The dynamic height is computed by dividing the NAVD 88
 EB1900.geopotential number by the normal gravity value computed on the
 EB1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1900.degrees latitude (g = 980.6199 gals.).
 EB1900
 EB1900.The modeled gravity was interpolated from observed gravity values.
 EB1900
 EB1900;                    North         East    Units  Estimated Accuracy
 EB1900;SPC SC       -   245,060.      805,350.      MT  (+/- 180 meters Scaled)
 EB1900
 EB1900                          SUPERSEDED SURVEY CONTROL
 EB1900
 EB1900  NGVD 29 (03/21/89)   34.404  (m)          112.87   (f) ADJUSTED    1 2
 EB1900
 EB1900.Superseded values are not recommended for survey control.
 EB1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1900.See file dsdata.txt to determine how the superseded data were derived.
 EB1900
 EB1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT957669(NAD 83)
 EB1900_MARKER: DD = SURVEY DISK
 EB1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1900_SP_SET: CONCRETE POST
 EB1900_STAMPING: VERT 26 254 1986
 EB1900_MARK LOGO: SCGS  
 EB1900_PROJECTION: FLUSH
 EB1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1900
 EB1900  HISTORY     - Date     Condition        Report By
 EB1900  HISTORY     - 1986     MONUMENTED       SCGS
 EB1900  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 EB1900
 EB1900                          STATION DESCRIPTION
 EB1900
 EB1900'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1900'3.5 KM (2.2 MI) SE FROM LORIS.
 EB1900'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1900'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1900'THENCE 3.5 KM (2.2 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT STREET),
 EB1900'SET IN FRONT OF A LARGE CONVENIENCE STORE IN THE NORTHEAST ANGLE OF
 EB1900'STATE ROAD 568 (LONG POINT), 16.65 METERS (54.6 FT) EAST NORTHEAST OF
 EB1900'THE CENTER OF ROAD 31, 16.85 METERS (55.3 FT) WEST NORTHWEST OF THE
 EB1900'CENTER OF ROAD 568, 52.1 METERS (168.0 FT) SOUTHWEST OF THE SOUTH
 EB1900'CORNER OF THE STORE, 47.4 METERS (155.5 FT) SOUTH SOUTHEAST OF POWER
 EB1900'POLE NUMBER 10/127 1/2 WITH A TRANSFORMER.
 EB1900'THE MARK IS ABOVE LEVEL WITH ROADS.
 EB1900
 EB1900                          STATION RECOVERY (2004)
 EB1900
 EB1900'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1901 ***********************************************************************
 EB1901  DESIGNATION -  26 255
 EB1901  PID         -  EB1901
 EB1901  STATE/COUNTY-  SC/HORRY
 EB1901  USGS QUAD   -  LORIS (1962)
 EB1901
 EB1901                         *CURRENT SURVEY CONTROL
 EB1901  ___________________________________________________________________
 EB1901* NAD 83(1986)-  34 02 09.     (N)    078 53 08.     (W)     SCALED    
 EB1901* NAVD 88     -        32.999  (meters)     108.26   (feet)  ADJUSTED  
 EB1901  ___________________________________________________________________
 EB1901  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EB1901  DYNAMIC HT  -          32.966 (meters)     108.16  (feet)  COMP
 EB1901  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 EB1901
 EB1901  VERT ORDER  -  FIRST     CLASS II
 EB1901
 EB1901.The horizontal coordinates were scaled from a topographic map and have
 EB1901.an estimated accuracy of +/- 6 seconds.
 EB1901
 EB1901.The orthometric height was determined by differential leveling
 EB1901.and adjusted by the National Geodetic Survey in June 1991..
 EB1901
 EB1901.The geoid height was determined by GEOID03.
 EB1901
 EB1901.The dynamic height is computed by dividing the NAVD 88
 EB1901.geopotential number by the normal gravity value computed on the
 EB1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1901.degrees latitude (g = 980.6199 gals.).
 EB1901
 EB1901.The modeled gravity was interpolated from observed gravity values.
 EB1901
 EB1901;                    North         East    Units  Estimated Accuracy
 EB1901;SPC SC       -   246,250.      804,810.      MT  (+/- 180 meters Scaled)
 EB1901
 EB1901                          SUPERSEDED SURVEY CONTROL
 EB1901
 EB1901  NGVD 29 (03/21/89)   33.315  (m)          109.30   (f) ADJUSTED    1 2
 EB1901
 EB1901.Superseded values are not recommended for survey control.
 EB1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1901.See file dsdata.txt to determine how the superseded data were derived.
 EB1901
 EB1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT951681(NAD 83)
 EB1901_MARKER: DD = SURVEY DISK
 EB1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1901_SP_SET: CONCRETE POST
 EB1901_STAMPING: VERT 26 255 1986
 EB1901_MARK LOGO: SCGS  
 EB1901_PROJECTION: FLUSH
 EB1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1901
 EB1901  HISTORY     - Date     Condition        Report By
 EB1901  HISTORY     - 1986     MONUMENTED       SCGS
 EB1901
 EB1901                          STATION DESCRIPTION
 EB1901
 EB1901'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1901'2.3 KM (1.4 MI) SE FROM LORIS.
 EB1901'0.25 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1901'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1901'THENCE 2.15 KM (1.35 MI) SOUTHERLY ALONG STATE ROAD 31 (BRYANT
 EB1901'STREET), SET NEAR A POWER POLE WITH A YARD LIGHT IN FRONT OF A ONE
 EB1901'STORY RED BRICK HOUSE, 34.89 METERS (114.5 FT) EAST OF THE CENTER OF
 EB1901'THE ROAD, 24.35 METERS (79.9 FT) WEST OF THE NORTHWEST CORNER OF THE
 EB1901'HOUSE, 2.14 METERS (7.0 FT) NORTH NORTHEAST OF THE POWER POLE, 5.4
 EB1901'METERS (17.7 FT) NORTH OF THE CENTER OF A SAND DRIVE LEADING TO THE
 EB1901'HOUSE, 14.15 METERS (46.4 FT) SOUTH OF THE CENTER OF A FOUR FOOT WIDE
 EB1901'DITCH.
 EB1901'THE MARK IS 0.3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1856 ***********************************************************************
 DD1856  DESIGNATION -  26 256
 DD1856  PID         -  DD1856
 DD1856  STATE/COUNTY-  SC/HORRY
 DD1856  USGS QUAD   -  SHELL (1984)
 DD1856
 DD1856                         *CURRENT SURVEY CONTROL
 DD1856  ___________________________________________________________________
 DD1856* NAD 83(1986)-  33 52 34.     (N)    078 58 22.     (W)     SCALED    
 DD1856* NAVD 88     -        15.544  (meters)      51.00   (feet)  ADJUSTED  
 DD1856  ___________________________________________________________________
 DD1856  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DD1856  DYNAMIC HT  -          15.529 (meters)      50.95  (feet)  COMP
 DD1856  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 DD1856
 DD1856  VERT ORDER  -  FIRST     CLASS II
 DD1856
 DD1856.The horizontal coordinates were scaled from a topographic map and have
 DD1856.an estimated accuracy of +/- 6 seconds.
 DD1856
 DD1856.The orthometric height was determined by differential leveling
 DD1856.and adjusted by the National Geodetic Survey in June 1991..
 DD1856
 DD1856.The geoid height was determined by GEOID03.
 DD1856
 DD1856.The dynamic height is computed by dividing the NAVD 88
 DD1856.geopotential number by the normal gravity value computed on the
 DD1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1856.degrees latitude (g = 980.6199 gals.).
 DD1856
 DD1856.The modeled gravity was interpolated from observed gravity values.
 DD1856
 DD1856;                    North         East    Units  Estimated Accuracy
 DD1856;SPC SC       -   228,380.      797,110.      MT  (+/- 180 meters Scaled)
 DD1856
 DD1856                          SUPERSEDED SURVEY CONTROL
 DD1856
 DD1856  NGVD 29 (03/21/89)   15.854  (m)           52.01   (f) ADJUSTED    1 2
 DD1856
 DD1856.Superseded values are not recommended for survey control.
 DD1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1856.See file dsdata.txt to determine how the superseded data were derived.
 DD1856
 DD1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT874502(NAD 83)
 DD1856_MARKER: DD = SURVEY DISK
 DD1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1856_SP_SET: CONCRETE POST
 DD1856_STAMPING: VERT 26 256 1986
 DD1856_MARK LOGO: SCGS  
 DD1856_PROJECTION: FLUSH
 DD1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1856
 DD1856  HISTORY     - Date     Condition        Report By
 DD1856  HISTORY     - 1986     MONUMENTED       SCGS
 DD1856
 DD1856                          STATION DESCRIPTION
 DD1856
 DD1856'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1856'8.7 KM (5.4 MI) NE FROM CONWAY.
 DD1856'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1856'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE, THENCE 8.1
 DD1856'KILOMETERS (5.05 MILES) NORTHEASTERLY ALONG STATE HIGHWAY 905 (4TH
 DD1856'AVENUE), SET NEAR A POWER POLE WITH A YARD LIGHT ON THE WEST SIDE OF A
 DD1856'ONE STORY BRICK HOUSE AT THE JUNCTION OF STATE ROAD S-26-19,
 DD1856'36.86 METERS (120.9 FEET) SOUTHEAST OF THE CENTER LINE OF HIGHWAY,
 DD1856'14.01 METERS (46.0 FEET) WEST OF THE WEST CORNER OF THE HOUSE,
 DD1856'14.47 METERS (47.5 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF A SAND
 DD1856'DRIVE IN FRONT OF THE HOUSE, 27.21 METERS (89.3 FEET) NORTHWEST OF THE
 DD1856'NORTH CORNER OF A SHED, 1.91 METERS (6.3 FEET) NORTH NORTHWEST OF THE
 DD1856'POWER POLE.
 DD1856'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1891 ***********************************************************************
 DD1891  DESIGNATION -  26 257
 DD1891  PID         -  DD1891
 DD1891  STATE/COUNTY-  SC/HORRY
 DD1891  USGS QUAD   -  SHELL (1984)
 DD1891
 DD1891                         *CURRENT SURVEY CONTROL
 DD1891  ___________________________________________________________________
 DD1891* NAD 83(1986)-  33 53 11.     (N)    078 57 35.     (W)     SCALED    
 DD1891* NAVD 88     -        14.012  (meters)      45.97   (feet)  ADJUSTED  
 DD1891  ___________________________________________________________________
 DD1891  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DD1891  DYNAMIC HT  -          13.998 (meters)      45.93  (feet)  COMP
 DD1891  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 DD1891
 DD1891  VERT ORDER  -  FIRST     CLASS II
 DD1891
 DD1891.The horizontal coordinates were scaled from a topographic map and have
 DD1891.an estimated accuracy of +/- 6 seconds.
 DD1891
 DD1891.The orthometric height was determined by differential leveling
 DD1891.and adjusted by the National Geodetic Survey in June 1991..
 DD1891
 DD1891.The geoid height was determined by GEOID03.
 DD1891
 DD1891.The dynamic height is computed by dividing the NAVD 88
 DD1891.geopotential number by the normal gravity value computed on the
 DD1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1891.degrees latitude (g = 980.6199 gals.).
 DD1891
 DD1891.The modeled gravity was interpolated from observed gravity values.
 DD1891
 DD1891;                    North         East    Units  Estimated Accuracy
 DD1891;SPC SC       -   229,540.      798,290.      MT  (+/- 180 meters Scaled)
 DD1891
 DD1891                          SUPERSEDED SURVEY CONTROL
 DD1891
 DD1891  NGVD 29 (03/21/89)   14.322  (m)           46.99   (f) ADJUSTED    1 2
 DD1891
 DD1891.Superseded values are not recommended for survey control.
 DD1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1891.See file dsdata.txt to determine how the superseded data were derived.
 DD1891
 DD1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT886514(NAD 83)
 DD1891_MARKER: DD = SURVEY DISK
 DD1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1891_SP_SET: CONCRETE POST
 DD1891_STAMPING: VERT 26 257 1986
 DD1891_MARK LOGO: SCGS  
 DD1891_PROJECTION: FLUSH
 DD1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1891
 DD1891  HISTORY     - Date     Condition        Report By
 DD1891  HISTORY     - 1986     MONUMENTED       SCGS
 DD1891
 DD1891                          STATION DESCRIPTION
 DD1891
 DD1891'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1891'10.3 KM (6.4 MI) NE FROM CONWAY.
 DD1891'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1891'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1891'THENCE 9.9 KILOMETERS (6.15 MILES)  NORTHEASTERLY ALONG STATE HIGHWAY
 DD1891'905 (4TH AVENUE), SET NEAR A CEDAR TREE IN FRONT OF A ONE STORY WOODEN
 DD1891'HOUSE WITH A THREE STALL GARAGE, 1.8 KILOMETERS (1.1 MILES) EAST OF
 DD1891'STATE ROAD S-26-19, 18.45 METERS (60.5 FEET) EAST SOUTHEAST OF THE
 DD1891'CENTER LINE OF THE HIGHWAY, 36.04 METERS (118.2 FEET) NORTH OF THE
 DD1891'NORTH CORNER OF THE HOUSE, 6.46 METERS (21.2 FEET) SOUTH OF THE CEDAR
 DD1891'TREE, 29.27 METERS (96.0 FEET) WEST SOUTHWEST OF THE APPROXIMATE
 DD1891'CENTER OF A CONCRETE DRIVEWAY, 15.0 METERS (49.2 FEET) SOUTHWEST OF A
 DD1891'POWER POLE, 17.6 METERS (57.7 FEET) NORTH NORTHEAST OF AN 18 INCH
 DD1891'MAGNOLIA TREE.
 DD1891'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1890 ***********************************************************************
 DD1890  DESIGNATION -  26 258
 DD1890  PID         -  DD1890
 DD1890  STATE/COUNTY-  SC/HORRY
 DD1890  USGS QUAD   -  SHELL (1984)
 DD1890
 DD1890                         *CURRENT SURVEY CONTROL
 DD1890  ___________________________________________________________________
 DD1890* NAD 83(1986)-  33 53 38.     (N)    078 56 34.     (W)     SCALED    
 DD1890* NAVD 88     -        16.325  (meters)      53.56   (feet)  ADJUSTED  
 DD1890  ___________________________________________________________________
 DD1890  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DD1890  DYNAMIC HT  -          16.309 (meters)      53.51  (feet)  COMP
 DD1890  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 DD1890
 DD1890  VERT ORDER  -  FIRST     CLASS II
 DD1890
 DD1890.The horizontal coordinates were scaled from a topographic map and have
 DD1890.an estimated accuracy of +/- 6 seconds.
 DD1890
 DD1890.The orthometric height was determined by differential leveling
 DD1890.and adjusted by the National Geodetic Survey in June 1991..
 DD1890
 DD1890.The geoid height was determined by GEOID03.
 DD1890
 DD1890.The dynamic height is computed by dividing the NAVD 88
 DD1890.geopotential number by the normal gravity value computed on the
 DD1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1890.degrees latitude (g = 980.6199 gals.).
 DD1890
 DD1890.The modeled gravity was interpolated from observed gravity values.
 DD1890
 DD1890;                    North         East    Units  Estimated Accuracy
 DD1890;SPC SC       -   230,400.      799,840.      MT  (+/- 180 meters Scaled)
 DD1890
 DD1890                          SUPERSEDED SURVEY CONTROL
 DD1890
 DD1890  NGVD 29 (03/21/89)   16.636  (m)           54.58   (f) ADJUSTED    1 2
 DD1890
 DD1890.Superseded values are not recommended for survey control.
 DD1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1890.See file dsdata.txt to determine how the superseded data were derived.
 DD1890
 DD1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT902522(NAD 83)
 DD1890_MARKER: DD = SURVEY DISK
 DD1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1890_SP_SET: CONCRETE POST
 DD1890_STAMPING: VERT 26 258 1986
 DD1890_MARK LOGO: SCGS  
 DD1890_PROJECTION: FLUSH
 DD1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1890
 DD1890  HISTORY     - Date     Condition        Report By
 DD1890  HISTORY     - 1986     MONUMENTED       SCGS
 DD1890
 DD1890                          STATION DESCRIPTION
 DD1890
 DD1890'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1890'12.1 KM (7.5 MI) NE FROM CONWAY.
 DD1890'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1890'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1890'THENCE 11.8 KILOMETERS (7.35 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1890'905 (4TH AVENUE), SET NEAR A POWER POLE ON THE EAST SIDE OF A ONE
 DD1890'STORY HOUSE, 0.3 KILOMETER (0.2 MILE) EAST OF STATE ROAD S-26-471,
 DD1890'17.95 METERS (58.9 FEET) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 DD1890'HOUSE, 23.05 METERS (75.6 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF
 DD1890'THE HIGHWAY, 1.0 METER (3.3 FEET) WEST SOUTHWEST OF THE POWER POLE,
 DD1890'35.4 METERS (116.1 FEET) NORTH NORTHEAST OF A 16 INCH CEDAR TREE.
 DD1890'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1889 ***********************************************************************
 DD1889  DESIGNATION -  26 259
 DD1889  PID         -  DD1889
 DD1889  STATE/COUNTY-  SC/HORRY
 DD1889  USGS QUAD   -  SHELL (1984)
 DD1889
 DD1889                         *CURRENT SURVEY CONTROL
 DD1889  ___________________________________________________________________
 DD1889* NAD 83(1986)-  33 53 54.     (N)    078 55 51.     (W)     SCALED    
 DD1889* NAVD 88     -        15.411  (meters)      50.56   (feet)  ADJUSTED  
 DD1889  ___________________________________________________________________
 DD1889  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DD1889  DYNAMIC HT  -          15.396 (meters)      50.51  (feet)  COMP
 DD1889  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 DD1889
 DD1889  VERT ORDER  -  FIRST     CLASS II
 DD1889
 DD1889.The horizontal coordinates were scaled from a topographic map and have
 DD1889.an estimated accuracy of +/- 6 seconds.
 DD1889
 DD1889.The orthometric height was determined by differential leveling
 DD1889.and adjusted by the National Geodetic Survey in June 1991..
 DD1889
 DD1889.The geoid height was determined by GEOID03.
 DD1889
 DD1889.The dynamic height is computed by dividing the NAVD 88
 DD1889.geopotential number by the normal gravity value computed on the
 DD1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1889.degrees latitude (g = 980.6199 gals.).
 DD1889
 DD1889.The modeled gravity was interpolated from observed gravity values.
 DD1889
 DD1889;                    North         East    Units  Estimated Accuracy
 DD1889;SPC SC       -   230,920.      800,940.      MT  (+/- 180 meters Scaled)
 DD1889
 DD1889                          SUPERSEDED SURVEY CONTROL
 DD1889
 DD1889  NGVD 29 (03/21/89)   15.723  (m)           51.58   (f) ADJUSTED    1 2
 DD1889
 DD1889.Superseded values are not recommended for survey control.
 DD1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1889.See file dsdata.txt to determine how the superseded data were derived.
 DD1889
 DD1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT913528(NAD 83)
 DD1889_MARKER: DD = SURVEY DISK
 DD1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1889_SP_SET: CONCRETE POST
 DD1889_STAMPING: VERT 26 259 1986
 DD1889_MARK LOGO: SCGS  
 DD1889_PROJECTION: FLUSH
 DD1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1889
 DD1889  HISTORY     - Date     Condition        Report By
 DD1889  HISTORY     - 1986     MONUMENTED       SCGS
 DD1889
 DD1889                          STATION DESCRIPTION
 DD1889
 DD1889'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1889'13.2 KM (8.2 MI) NE FROM CONWAY.
 DD1889'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1889'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1889'THENCE 13.0 KILOMETERS (8.1 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1889'905 (4TH AVENUE), SET NEAR A POWER POLE IN FRONT OF A ONE STORY BRICK
 DD1889'HOUSE ACROSS THE HIGHWAY FROM A BRICK HOUSE, 0.25 KILOMETER (0.15
 DD1889'MILE) SOUTH OF THE HIGHWAY, 27.18 METERS (89.2 FEET) SOUTH OF THE
 DD1889'SOUTHWEST CORNER OF THE CARPORT OF THE HOUSE, 19.88 METERS (65.2 FEET)
 DD1889'NORTH NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.73 METERS (5.7
 DD1889'FEET) EAST NORTHEAST OF THE POWER POLE, 19.26 METERS (63.2 FEET)
 DD1889'SOUTHWEST OF A MULTI-TRUNK WATER OAK TREE, 7.04 METERS (23.1 FEET)
 DD1889'NORTHEAST OF A 36 INCH WATER OAK TREE.
 DD1889'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1888 ***********************************************************************
 DD1888  DESIGNATION -  26 260
 DD1888  PID         -  DD1888
 DD1888  STATE/COUNTY-  SC/HORRY
 DD1888  USGS QUAD   -  SHELL (1984)
 DD1888
 DD1888                         *CURRENT SURVEY CONTROL
 DD1888  ___________________________________________________________________
 DD1888* NAD 83(1986)-  33 54 10.     (N)    078 54 55.     (W)     SCALED    
 DD1888* NAVD 88     -        13.941  (meters)      45.74   (feet)  ADJUSTED  
 DD1888  ___________________________________________________________________
 DD1888  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DD1888  DYNAMIC HT  -          13.927 (meters)      45.69  (feet)  COMP
 DD1888  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 DD1888
 DD1888  VERT ORDER  -  FIRST     CLASS II
 DD1888
 DD1888.The horizontal coordinates were scaled from a topographic map and have
 DD1888.an estimated accuracy of +/- 6 seconds.
 DD1888
 DD1888.The orthometric height was determined by differential leveling
 DD1888.and adjusted by the National Geodetic Survey in June 1991..
 DD1888
 DD1888.The geoid height was determined by GEOID03.
 DD1888
 DD1888.The dynamic height is computed by dividing the NAVD 88
 DD1888.geopotential number by the normal gravity value computed on the
 DD1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1888.degrees latitude (g = 980.6199 gals.).
 DD1888
 DD1888.The modeled gravity was interpolated from observed gravity values.
 DD1888
 DD1888;                    North         East    Units  Estimated Accuracy
 DD1888;SPC SC       -   231,440.      802,360.      MT  (+/- 180 meters Scaled)
 DD1888
 DD1888                          SUPERSEDED SURVEY CONTROL
 DD1888
 DD1888  NGVD 29 (03/21/89)   14.253  (m)           46.76   (f) ADJUSTED    1 2
 DD1888
 DD1888.Superseded values are not recommended for survey control.
 DD1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1888.See file dsdata.txt to determine how the superseded data were derived.
 DD1888
 DD1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT927533(NAD 83)
 DD1888_MARKER: DD = SURVEY DISK
 DD1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1888_SP_SET: CONCRETE POST
 DD1888_STAMPING: VERT 26 260 1986
 DD1888_MARK LOGO: SCGS  
 DD1888_PROJECTION: FLUSH
 DD1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1888
 DD1888  HISTORY     - Date     Condition        Report By
 DD1888  HISTORY     - 1986     MONUMENTED       SCGS
 DD1888
 DD1888                          STATION DESCRIPTION
 DD1888
 DD1888'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1888'14.7 KM (9.15 MI) NE FROM CONWAY.
 DD1888'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1888'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1888'THENCE 14.55 KILOMETERS (9.05 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1888'905 (4TH AVENUE), SET NEAR A POWER POLE ON THE EAST SIDE OF A ONE
 DD1888'STORY HOUSE, 0.9 KILOMETER (0.55 MILE) WEST OF THE BETHELEHEM
 DD1888'MISSIONARY BAPTIST CHURCH, 47.95 METERS (157.3 FEET) SOUTH OF THE
 DD1888'CENTER LINE OF THE HIGHWAY, 9.54 METERS (31.3 FEET) NORTHEAST OF THE
 DD1888'SOUTHEAST CORNER OF THE HOUSE, 2.07 METERS (6.8 FEET) NORTHWEST OF THE
 DD1888'POWER POLE, 21.99 METERS (72.2 FEET) WEST OF A LONE 14 INCH LIVE OAK
 DD1888'TREE, 17.38 METERS (57.0 FEET) SOUTHEAST OF A 16 INCH WATER OAK TREE.
 DD1888'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1887 ***********************************************************************
 DD1887  DESIGNATION -  26 261
 DD1887  PID         -  DD1887
 DD1887  STATE/COUNTY-  SC/HORRY
 DD1887  USGS QUAD   -  SHELL (1984)
 DD1887
 DD1887                         *CURRENT SURVEY CONTROL
 DD1887  ___________________________________________________________________
 DD1887* NAD 83(1986)-  33 54 08.     (N)    078 53 48.     (W)     SCALED    
 DD1887* NAVD 88     -        13.576  (meters)      44.54   (feet)  ADJUSTED  
 DD1887  ___________________________________________________________________
 DD1887  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DD1887  DYNAMIC HT  -          13.563 (meters)      44.50  (feet)  COMP
 DD1887  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 DD1887
 DD1887  VERT ORDER  -  FIRST     CLASS II
 DD1887
 DD1887.The horizontal coordinates were scaled from a topographic map and have
 DD1887.an estimated accuracy of +/- 6 seconds.
 DD1887
 DD1887.The orthometric height was determined by differential leveling
 DD1887.and adjusted by the National Geodetic Survey in June 1991..
 DD1887
 DD1887.The geoid height was determined by GEOID03.
 DD1887
 DD1887.The dynamic height is computed by dividing the NAVD 88
 DD1887.geopotential number by the normal gravity value computed on the
 DD1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1887.degrees latitude (g = 980.6199 gals.).
 DD1887
 DD1887.The modeled gravity was interpolated from observed gravity values.
 DD1887
 DD1887;                    North         East    Units  Estimated Accuracy
 DD1887;SPC SC       -   231,410.      804,090.      MT  (+/- 180 meters Scaled)
 DD1887
 DD1887                          SUPERSEDED SURVEY CONTROL
 DD1887
 DD1887  NGVD 29 (03/21/89)   13.890  (m)           45.57   (f) ADJUSTED    1 2
 DD1887
 DD1887.Superseded values are not recommended for survey control.
 DD1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1887.See file dsdata.txt to determine how the superseded data were derived.
 DD1887
 DD1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT944533(NAD 83)
 DD1887_MARKER: DD = SURVEY DISK
 DD1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1887_SP_SET: CONCRETE POST
 DD1887_STAMPING: VERT 26 261 1986
 DD1887_MARK LOGO: SCGS  
 DD1887_PROJECTION: FLUSH
 DD1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1887
 DD1887  HISTORY     - Date     Condition        Report By
 DD1887  HISTORY     - 1986     MONUMENTED       SCGS
 DD1887
 DD1887                          STATION DESCRIPTION
 DD1887
 DD1887'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1887'16.4 KM (10.2 MI) NE FROM CONWAY.
 DD1887'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1887'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1887'THENCE 16.2 KILOMETERS (10.1 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1887'905 (4TH AVENUE), SET NEAR A POWER POLE, 1.5 KILOMETERS (0.95 MILE)
 DD1887'WEST OF THE MOUNT CALVARY NUMBER 1 MISSIONARY BAPTIST CHURCH, 8.3
 DD1887'METERS (27.2 FEET) SOUTH SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DD1887'2.95 METERS (9.7 FEET) NORTH NORTHEAST OF THE POWER POLE, 38.2 METERS
 DD1887'(125.3 FEET) NORTHWEST OF A 32 INCH PINE TREE, 55.13 METERS (180.9
 DD1887'FEET) NORTH OF A LONE 43 INCH OAK TREE.
 DD1887'THE MARK IS 2.94 METERS  NNE FROM  A WITNESS POST
 DD1887'THE MARK IS 0.50 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1886 ***********************************************************************
 DD1886  DESIGNATION -  26 262
 DD1886  PID         -  DD1886
 DD1886  STATE/COUNTY-  SC/HORRY
 DD1886  USGS QUAD   -  SHELL (1984)
 DD1886
 DD1886                         *CURRENT SURVEY CONTROL
 DD1886  ___________________________________________________________________
 DD1886* NAD 83(1986)-  33 54 04.     (N)    078 52 49.     (W)     SCALED    
 DD1886* NAVD 88     -        14.109  (meters)      46.29   (feet)  ADJUSTED  
 DD1886  ___________________________________________________________________
 DD1886  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DD1886  DYNAMIC HT  -          14.096 (meters)      46.25  (feet)  COMP
 DD1886  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 DD1886
 DD1886  VERT ORDER  -  FIRST     CLASS II
 DD1886
 DD1886.The horizontal coordinates were scaled from a topographic map and have
 DD1886.an estimated accuracy of +/- 6 seconds.
 DD1886
 DD1886.The orthometric height was determined by differential leveling
 DD1886.and adjusted by the National Geodetic Survey in June 1991..
 DD1886
 DD1886.The geoid height was determined by GEOID03.
 DD1886
 DD1886.The dynamic height is computed by dividing the NAVD 88
 DD1886.geopotential number by the normal gravity value computed on the
 DD1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1886.degrees latitude (g = 980.6199 gals.).
 DD1886
 DD1886.The modeled gravity was interpolated from observed gravity values.
 DD1886
 DD1886;                    North         East    Units  Estimated Accuracy
 DD1886;SPC SC       -   231,320.      805,600.      MT  (+/- 180 meters Scaled)
 DD1886
 DD1886                          SUPERSEDED SURVEY CONTROL
 DD1886
 DD1886  NGVD 29 (03/21/89)   14.423  (m)           47.32   (f) ADJUSTED    1 2
 DD1886
 DD1886.Superseded values are not recommended for survey control.
 DD1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1886.See file dsdata.txt to determine how the superseded data were derived.
 DD1886
 DD1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT959532(NAD 83)
 DD1886_MARKER: DD = SURVEY DISK
 DD1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1886_SP_SET: CONCRETE POST
 DD1886_STAMPING: VERT 26 262 1986
 DD1886_MARK LOGO: SCGS  
 DD1886_PROJECTION: FLUSH
 DD1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1886
 DD1886  HISTORY     - Date     Condition        Report By
 DD1886  HISTORY     - 1986     MONUMENTED       SCGS
 DD1886
 DD1886                          STATION DESCRIPTION
 DD1886
 DD1886'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1886'18.0 KM (11.2 MI) NE FROM CONWAY.
 DD1886'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1886'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1886'THENCE 17.8 KILOMETERS (11.05 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1886'905 (4TH AVENUE), SET NEAR A POWER POLE WITH A TRANSFORMER AND YARD
 DD1886'LIGHT IN FRONT OF THE MOUNT CALVARY NUMBER 1 MISSIONARY BAPTIST
 DD1886'CHURCH, 1.25 METERS (4.1 FEET) EAST SOUTHEAST OF THE POWER POLE, 18.45
 DD1886'METERS (60.5 FEET) EAST NORTHEAST OF THE NORTHWEST CORNER OF THE
 DD1886'CHURCH, 14.63 METERS (48.0 FEET) NORTH NORTHEAST OF THE NORTHEAST
 DD1886'CORNER OF THE CHURCH, 27.8 METERS (91.2 FEET) SOUTH SOUTHWEST OF THE
 DD1886'CENTER LINE OF THE HIGHWAY, 16.55 METERS (54.3 FEET) NORTH OF A 14
 DD1886'INCH HICKORY TREE.
 DD1886'THE MARK IS 1.25 METERS  ESE FROM  A WITNESS POST
 DD1886'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1885 ***********************************************************************
 DD1885  DESIGNATION -  26 263
 DD1885  PID         -  DD1885
 DD1885  STATE/COUNTY-  SC/HORRY
 DD1885  USGS QUAD   -  HAMMOND (1984)
 DD1885
 DD1885                         *CURRENT SURVEY CONTROL
 DD1885  ___________________________________________________________________
 DD1885* NAD 83(1986)-  33 54 11.     (N)    078 51 47.     (W)     SCALED    
 DD1885* NAVD 88     -        10.461  (meters)      34.32   (feet)  ADJUSTED  
 DD1885  ___________________________________________________________________
 DD1885  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DD1885  DYNAMIC HT  -          10.450 (meters)      34.28  (feet)  COMP
 DD1885  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 DD1885
 DD1885  VERT ORDER  -  FIRST     CLASS II
 DD1885
 DD1885.The horizontal coordinates were scaled from a topographic map and have
 DD1885.an estimated accuracy of +/- 6 seconds.
 DD1885
 DD1885.The orthometric height was determined by differential leveling
 DD1885.and adjusted by the National Geodetic Survey in June 1991..
 DD1885
 DD1885.The geoid height was determined by GEOID03.
 DD1885
 DD1885.The dynamic height is computed by dividing the NAVD 88
 DD1885.geopotential number by the normal gravity value computed on the
 DD1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1885.degrees latitude (g = 980.6199 gals.).
 DD1885
 DD1885.The modeled gravity was interpolated from observed gravity values.
 DD1885
 DD1885;                    North         East    Units  Estimated Accuracy
 DD1885;SPC SC       -   231,570.      807,190.      MT  (+/- 180 meters Scaled)
 DD1885
 DD1885                          SUPERSEDED SURVEY CONTROL
 DD1885
 DD1885  NGVD 29 (03/21/89)   10.775  (m)           35.35   (f) ADJUSTED    1 2
 DD1885
 DD1885.Superseded values are not recommended for survey control.
 DD1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1885.See file dsdata.txt to determine how the superseded data were derived.
 DD1885
 DD1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT975534(NAD 83)
 DD1885_MARKER: DD = SURVEY DISK
 DD1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1885_SP_SET: CONCRETE POST
 DD1885_STAMPING: VERT 26 263 1986
 DD1885_MARK LOGO: SCGS  
 DD1885_PROJECTION: FLUSH
 DD1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1885
 DD1885  HISTORY     - Date     Condition        Report By
 DD1885  HISTORY     - 1986     MONUMENTED       SCGS
 DD1885
 DD1885                          STATION DESCRIPTION
 DD1885
 DD1885'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1885'19.6 KM (12.2 MI) NE FROM CONWAY.
 DD1885'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1885'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1885'THENCE 19.5 KILOMETERS (12.1 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1885'905 (4TH AVENUE), SET IN THE SOUTHEAST ANGLE OF A SAND DRIVE LEADING
 DD1885'TO A ONE STORY HOUSE, 2.15 KILOMETERS (1.35 MILES) WEST OF STATE ROAD
 DD1885'S-26-31 (RED BLUFF CROSSROADS), ALSO MAY BE REACHED BY GOING 13.5
 DD1885'KILOMETERS (8.4 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905 FROM THE
 DD1885'JUNCTION OF STATE HIGHWAY 9 IN LONGS, 20.3 METERS (66.6 FEET) SOUTH
 DD1885'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.15 METERS (13.6 FEET)
 DD1885'EAST NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVE, 42.7 METERS
 DD1885'(140.2 FEET) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 14.43 METERS
 DD1885'(47.3 FEET) WEST OF A 4 INCH PEACH TREE.
 DD1885'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1880 ***********************************************************************
 DD1880  DESIGNATION -  26 264
 DD1880  PID         -  DD1880
 DD1880  STATE/COUNTY-  SC/HORRY
 DD1880  USGS QUAD   -  HAMMOND (1984)
 DD1880
 DD1880                         *CURRENT SURVEY CONTROL
 DD1880  ___________________________________________________________________
 DD1880* NAD 83(1986)-  33 54 21.     (N)    078 49 56.     (W)     SCALED    
 DD1880* NAVD 88     -        10.061  (meters)      33.01   (feet)  ADJUSTED  
 DD1880  ___________________________________________________________________
 DD1880  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD1880  DYNAMIC HT  -          10.051 (meters)      32.98  (feet)  COMP
 DD1880  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 DD1880
 DD1880  VERT ORDER  -  FIRST     CLASS II
 DD1880
 DD1880.The horizontal coordinates were scaled from a topographic map and have
 DD1880.an estimated accuracy of +/- 6 seconds.
 DD1880
 DD1880.The orthometric height was determined by differential leveling
 DD1880.and adjusted by the National Geodetic Survey in June 1991..
 DD1880
 DD1880.The geoid height was determined by GEOID03.
 DD1880
 DD1880.The dynamic height is computed by dividing the NAVD 88
 DD1880.geopotential number by the normal gravity value computed on the
 DD1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1880.degrees latitude (g = 980.6199 gals.).
 DD1880
 DD1880.The modeled gravity was interpolated from observed gravity values.
 DD1880
 DD1880;                    North         East    Units  Estimated Accuracy
 DD1880;SPC SC       -   231,930.      810,040.      MT  (+/- 180 meters Scaled)
 DD1880
 DD1880                          SUPERSEDED SURVEY CONTROL
 DD1880
 DD1880  NGVD 29 (03/21/89)   10.377  (m)           34.05   (f) ADJUSTED    1 2
 DD1880
 DD1880.Superseded values are not recommended for survey control.
 DD1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1880.See file dsdata.txt to determine how the superseded data were derived.
 DD1880
 DD1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT004538(NAD 83)
 DD1880_MARKER: DD = SURVEY DISK
 DD1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1880_SP_SET: CONCRETE POST
 DD1880_STAMPING: VERT 26 264 1986
 DD1880_MARK LOGO: SCGS  
 DD1880_PROJECTION: FLUSH
 DD1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1880
 DD1880  HISTORY     - Date     Condition        Report By
 DD1880  HISTORY     - 1986     MONUMENTED       SCGS
 DD1880
 DD1880                          STATION DESCRIPTION
 DD1880
 DD1880'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1880'9.8 KM (6.1 MI) WSW FROM LONGS.
 DD1880'10.6 KILOMETERS (6.6 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905 FROM
 DD1880'THE JUNCTION OF STATE HIGHWAY 9 IN LONGS, SET NEAR A POWER POLE WITH A
 DD1880'TRANSFORMER IN FRONT OF A ONE STORY BRICK HOUSE, 0.8 KILOMETER (0.5
 DD1880'MILE) NORTHEAST OF STATE ROAD S-26-31 (RED BLUFF CROSSROADS), 18.35
 DD1880'METERS (60.2 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DD1880'6.4 METERS (21.0 FEET) EAST NORTHEAST OF THE APPROXIMATE CENTER OF A
 DD1880'SAND DRIVE LEADING TO THE HOUSE, 42.8 METERS (140.42 FEET) NORTH OF
 DD1880'THE NORTH CORNER OF THE HOUSE, 2.15 METERS (7.05 FEET) EAST SOUTHEAST
 DD1880'OF THE POWER POLE, 6.53 METERS (21.42 FEET) WEST OF A 4 INCH OAK TREE.
 DD1880'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1879 ***********************************************************************
 DD1879  DESIGNATION -  26 265
 DD1879  PID         -  DD1879
 DD1879  STATE/COUNTY-  SC/HORRY
 DD1879  USGS QUAD   -  HAMMOND (1984)
 DD1879
 DD1879                         *CURRENT SURVEY CONTROL
 DD1879  ___________________________________________________________________
 DD1879* NAD 83(1986)-  33 54 50.     (N)    078 48 50.     (W)     SCALED    
 DD1879* NAVD 88     -         4.687  (meters)      15.38   (feet)  ADJUSTED  
 DD1879  ___________________________________________________________________
 DD1879  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DD1879  DYNAMIC HT  -           4.682 (meters)      15.36  (feet)  COMP
 DD1879  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 DD1879
 DD1879  VERT ORDER  -  FIRST     CLASS II
 DD1879
 DD1879.The horizontal coordinates were scaled from a topographic map and have
 DD1879.an estimated accuracy of +/- 6 seconds.
 DD1879
 DD1879.The orthometric height was determined by differential leveling
 DD1879.and adjusted by the National Geodetic Survey in June 1991..
 DD1879
 DD1879.The geoid height was determined by GEOID03.
 DD1879
 DD1879.The dynamic height is computed by dividing the NAVD 88
 DD1879.geopotential number by the normal gravity value computed on the
 DD1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1879.degrees latitude (g = 980.6199 gals.).
 DD1879
 DD1879.The modeled gravity was interpolated from observed gravity values.
 DD1879
 DD1879;                    North         East    Units  Estimated Accuracy
 DD1879;SPC SC       -   232,860.      811,710.      MT  (+/- 180 meters Scaled)
 DD1879
 DD1879                          SUPERSEDED SURVEY CONTROL
 DD1879
 DD1879  NGVD 29 (03/21/89)    5.003  (m)           16.41   (f) ADJUSTED    1 2
 DD1879
 DD1879.Superseded values are not recommended for survey control.
 DD1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1879.See file dsdata.txt to determine how the superseded data were derived.
 DD1879
 DD1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT021547(NAD 83)
 DD1879_MARKER: DD = SURVEY DISK
 DD1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1879_SP_SET: CONCRETE POST
 DD1879_STAMPING: VERT 26 265 1986
 DD1879_MARK LOGO: SCGS  
 DD1879_PROJECTION: FLUSH
 DD1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1879
 DD1879  HISTORY     - Date     Condition        Report By
 DD1879  HISTORY     - 1986     MONUMENTED       SCGS
 DD1879
 DD1879                          STATION DESCRIPTION
 DD1879
 DD1879'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1879'8.0 KM (5.0 MI) WSW FROM LONGS.
 DD1879'8.7 KILOMETERS (5.4 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905 FROM
 DD1879'THE JUNCTION OF STATE HIGHWAY 9 IN LONGS, THENCE 0.1 KILOMETER (0.05
 DD1879'MILE) SOUTH ALONG A SAND DRIVE LEADING TO A MOBILE HOME WITH A BRICK
 DD1879'FOUNDATION, SET NEAR A POWER POLE WITH A TRANSFORMER AND A YARD LIGHT
 DD1879'ON THE EAST SIDE OF THE HOME, 21.45 METERS (70.4 FEET) NORTHEAST OF
 DD1879'THE SOUTHEAST CORNER OF THE FOUNDATION OF THE HOME, 16.25 METERS (53.3
 DD1879'FEET) SOUTH SOUTHEAST OF A 14 INCH CEDAR TREE, 19.05 METERS (62.5
 DD1879'FEET) NORTH NORTHWEST OF THE NORTHEAST CORNER OF A TWO STORY SHINGLE
 DD1879'SIDED GARAGE, 22.98 METERS (75.4 FEET) NORTH NORTHEAST OF A 42 INCH
 DD1879'PECAN TREE, 19.5 METERS (64.0 FEET) EAST NORTHEAST OF THE APPROXIMATE
 DD1879'CENTER OF THE SAND DRIVE.
 DD1879'THE MARK IS 1.00 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1878 ***********************************************************************
 DD1878  DESIGNATION -  26 266
 DD1878  PID         -  DD1878
 DD1878  STATE/COUNTY-  SC/HORRY
 DD1878  USGS QUAD   -  HAMMOND (1984)
 DD1878
 DD1878                         *CURRENT SURVEY CONTROL
 DD1878  ___________________________________________________________________
 DD1878* NAD 83(1986)-  33 55 10.     (N)    078 48 36.     (W)     SCALED    
 DD1878* NAVD 88     -         6.480  (meters)      21.26   (feet)  ADJUSTED  
 DD1878  ___________________________________________________________________
 DD1878  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DD1878  DYNAMIC HT  -           6.474 (meters)      21.24  (feet)  COMP
 DD1878  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 DD1878
 DD1878  VERT ORDER  -  FIRST     CLASS II
 DD1878
 DD1878.The horizontal coordinates were scaled from a topographic map and have
 DD1878.an estimated accuracy of +/- 6 seconds.
 DD1878
 DD1878.The orthometric height was determined by differential leveling
 DD1878.and adjusted by the National Geodetic Survey in June 1991..
 DD1878
 DD1878.The geoid height was determined by GEOID03.
 DD1878
 DD1878.The dynamic height is computed by dividing the NAVD 88
 DD1878.geopotential number by the normal gravity value computed on the
 DD1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1878.degrees latitude (g = 980.6199 gals.).
 DD1878
 DD1878.The modeled gravity was interpolated from observed gravity values.
 DD1878
 DD1878;                    North         East    Units  Estimated Accuracy
 DD1878;SPC SC       -   233,490.      812,060.      MT  (+/- 180 meters Scaled)
 DD1878
 DD1878                          SUPERSEDED SURVEY CONTROL
 DD1878
 DD1878  NGVD 29 (03/21/89)    6.797  (m)           22.30   (f) ADJUSTED    1 2
 DD1878
 DD1878.Superseded values are not recommended for survey control.
 DD1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1878.See file dsdata.txt to determine how the superseded data were derived.
 DD1878
 DD1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT024553(NAD 83)
 DD1878_MARKER: DD = SURVEY DISK
 DD1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1878_SP_SET: CONCRETE POST
 DD1878_STAMPING: VERT 26 266 1986
 DD1878_MARK LOGO: SCGS  
 DD1878_PROJECTION: FLUSH
 DD1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1878
 DD1878  HISTORY     - Date     Condition        Report By
 DD1878  HISTORY     - 1986     MONUMENTED       SCGS
 DD1878
 DD1878                          STATION DESCRIPTION
 DD1878
 DD1878'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1878'7.5 KM (4.65 MI) WSW FROM LONGS.
 DD1878'7.95 KILOMETERS (4.95 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905
 DD1878'FROM THE JUNCTION OF STATE HIGHWAY 9 IN LONGS, THENCE 0.3 KILOMETER
 DD1878'(0.2 MILE) NORTH ALONG A SAND ROAD, SET NEAR A POWER POLE IN THE FRONT
 DD1878'YARD OF A ONE STORY WOODEN HOUSE (PARTIAL A-FRAME), 4.15 METERS (13.6
 DD1878'FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 DD1878'86.5 METERS (283.8 FEET) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 DD1878'HOUSE, 1.15 METERS (3.8 FEET) WEST NORTHWEST OF POWER POLE 8BBB2,
 DD1878'9.85 METERS (32.3 FEET) SOUTH SOUTHWEST OF A POWER LINE STUB POLE.
 DD1878'THE MARK IS 1.15 METERS  WNW FROM  A WITNESS POST
 DD1878'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1877 ***********************************************************************
 DD1877  DESIGNATION -  26 267
 DD1877  PID         -  DD1877
 DD1877  STATE/COUNTY-  SC/HORRY
 DD1877  USGS QUAD   -  HAMMOND (1984)
 DD1877
 DD1877                         *CURRENT SURVEY CONTROL
 DD1877  ___________________________________________________________________
 DD1877* NAD 83(1986)-  33 55 25.     (N)    078 47 42.     (W)     SCALED    
 DD1877* NAVD 88     -         9.897  (meters)      32.47   (feet)  ADJUSTED  
 DD1877  ___________________________________________________________________
 DD1877  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DD1877  DYNAMIC HT  -           9.887 (meters)      32.44  (feet)  COMP
 DD1877  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 DD1877
 DD1877  VERT ORDER  -  FIRST     CLASS II
 DD1877
 DD1877.The horizontal coordinates were scaled from a topographic map and have
 DD1877.an estimated accuracy of +/- 6 seconds.
 DD1877
 DD1877.The orthometric height was determined by differential leveling
 DD1877.and adjusted by the National Geodetic Survey in June 1991..
 DD1877
 DD1877.The geoid height was determined by GEOID03.
 DD1877
 DD1877.The dynamic height is computed by dividing the NAVD 88
 DD1877.geopotential number by the normal gravity value computed on the
 DD1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1877.degrees latitude (g = 980.6199 gals.).
 DD1877
 DD1877.The modeled gravity was interpolated from observed gravity values.
 DD1877
 DD1877;                    North         East    Units  Estimated Accuracy
 DD1877;SPC SC       -   233,980.      813,440.      MT  (+/- 180 meters Scaled)
 DD1877
 DD1877                          SUPERSEDED SURVEY CONTROL
 DD1877
 DD1877  NGVD 29 (03/21/89)   10.214  (m)           33.51   (f) ADJUSTED    1 2
 DD1877
 DD1877.Superseded values are not recommended for survey control.
 DD1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1877.See file dsdata.txt to determine how the superseded data were derived.
 DD1877
 DD1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT038558(NAD 83)
 DD1877_MARKER: DD = SURVEY DISK
 DD1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1877_SP_SET: CONCRETE POST
 DD1877_STAMPING: VERT 26 267 1986
 DD1877_MARK LOGO: SCGS  
 DD1877_PROJECTION: FLUSH
 DD1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1877
 DD1877  HISTORY     - Date     Condition        Report By
 DD1877  HISTORY     - 1986     MONUMENTED       SCGS
 DD1877
 DD1877                          STATION DESCRIPTION
 DD1877
 DD1877'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1877'6.0 KM (3.7 MI) WSW FROM LONGS.
 DD1877'6.6 KILOMETERS (4.1 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905 FROM
 DD1877'THE JUNCTION OF STATE HIGHWAY 9 IN LONGS, SET NEAR A LONE CEDAR TREE
 DD1877'IN THE CENTER OF A SMALL CEMETARY, 2.9 METERS (9.5 FEET) EAST OF THE
 DD1877'14 INCH CEDAR TREE, 26.05 METERS (85.5 FEET) SOUTH OF THE CENTER LINE
 DD1877'OF THE HIGHWAY, 17.0 METERS (55.8 FEET) WEST SOUTHWEST OF THE CENTER
 DD1877'OF A HEADSTONE (LUTHER MCPHERSON), 10.15 METERS (33.3 FEET) NORTH OF
 DD1877'THE CENTER OF A HEADSTONE (HARDEE FAMILY PLOT).
 DD1877'THE MARK IS 0.50 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1876 ***********************************************************************
 DD1876  DESIGNATION -  26 268
 DD1876  PID         -  DD1876
 DD1876  STATE/COUNTY-  SC/HORRY
 DD1876  USGS QUAD   -  HAMMOND (1984)
 DD1876
 DD1876                         *CURRENT SURVEY CONTROL
 DD1876  ___________________________________________________________________
 DD1876* NAD 83(1986)-  33 55 30.     (N)    078 46 42.     (W)     SCALED    
 DD1876* NAVD 88     -        11.398  (meters)      37.39   (feet)  ADJUSTED  
 DD1876  ___________________________________________________________________
 DD1876  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1876  DYNAMIC HT  -          11.386 (meters)      37.36  (feet)  COMP
 DD1876  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 DD1876
 DD1876  VERT ORDER  -  FIRST     CLASS II
 DD1876
 DD1876.The horizontal coordinates were scaled from a topographic map and have
 DD1876.an estimated accuracy of +/- 6 seconds.
 DD1876
 DD1876.The orthometric height was determined by differential leveling
 DD1876.and adjusted by the National Geodetic Survey in June 1991..
 DD1876
 DD1876.The geoid height was determined by GEOID03.
 DD1876
 DD1876.The dynamic height is computed by dividing the NAVD 88
 DD1876.geopotential number by the normal gravity value computed on the
 DD1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1876.degrees latitude (g = 980.6199 gals.).
 DD1876
 DD1876.The modeled gravity was interpolated from observed gravity values.
 DD1876
 DD1876;                    North         East    Units  Estimated Accuracy
 DD1876;SPC SC       -   234,170.      814,970.      MT  (+/- 180 meters Scaled)
 DD1876
 DD1876                          SUPERSEDED SURVEY CONTROL
 DD1876
 DD1876  NGVD 29 (03/21/89)   11.715  (m)           38.44   (f) ADJUSTED    1 2
 DD1876
 DD1876.Superseded values are not recommended for survey control.
 DD1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1876.See file dsdata.txt to determine how the superseded data were derived.
 DD1876
 DD1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT053560(NAD 83)
 DD1876_MARKER: DD = SURVEY DISK
 DD1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1876_SP_SET: CONCRETE POST
 DD1876_STAMPING: VERT 26 268 1986
 DD1876_MARK LOGO: SCGS  
 DD1876_PROJECTION: FLUSH
 DD1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1876
 DD1876  HISTORY     - Date     Condition        Report By
 DD1876  HISTORY     - 1986     MONUMENTED       SCGS
 DD1876
 DD1876                          STATION DESCRIPTION
 DD1876
 DD1876'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1876'4.5 KM (2.8 MI) WSW FROM LONGS.
 DD1876'5.05 KILOMETERS (3.15 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905
 DD1876'FROM THE JUNCTION OF STATE HIGHWAY 9 IN LONGS, SET NEAR A LONE
 DD1876'MAGNOLIA TREE ON THE WEST SIDE OF A LARGE TWO STORY HOUSE, 10.4 METERS
 DD1876'(34.1 FEET) WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 DD1876'23.85 METERS (78.2 FEET) NORTH NORTHEAST OF THE CENTER LINE OF THE
 DD1876'HIGHWAY, 10.95 METERS (35.9 FEET) EAST NORTHEAST OF THE MAGNOLIA TREE,
 DD1876'8.1 METERS (26.6 FEET) NORTH OF A 60 INCH LIVE OAK TREE, 7.95 METERS
 DD1876'(26.1 FEET) SOUTH SOUTHWEST OF A ONE STORY WOODEN EQUIPMENT SHED.
 DD1876'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1872 ***********************************************************************
 DD1872  DESIGNATION -  26 269
 DD1872  PID         -  DD1872
 DD1872  STATE/COUNTY-  SC/HORRY
 DD1872  USGS QUAD   -  HAMMOND (1984)
 DD1872
 DD1872                         *CURRENT SURVEY CONTROL
 DD1872  ___________________________________________________________________
 DD1872* NAD 83(1986)-  33 56 15.     (N)    078 46 21.     (W)     SCALED    
 DD1872* NAVD 88     -        12.189  (meters)      39.99   (feet)  ADJUSTED  
 DD1872  ___________________________________________________________________
 DD1872  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DD1872  DYNAMIC HT  -          12.177 (meters)      39.95  (feet)  COMP
 DD1872  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 DD1872
 DD1872  VERT ORDER  -  FIRST     CLASS II
 DD1872
 DD1872.The horizontal coordinates were scaled from a topographic map and have
 DD1872.an estimated accuracy of +/- 6 seconds.
 DD1872
 DD1872.The orthometric height was determined by differential leveling
 DD1872.and adjusted by the National Geodetic Survey in June 1991..
 DD1872
 DD1872.The geoid height was determined by GEOID03.
 DD1872
 DD1872.The dynamic height is computed by dividing the NAVD 88
 DD1872.geopotential number by the normal gravity value computed on the
 DD1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1872.degrees latitude (g = 980.6199 gals.).
 DD1872
 DD1872.The modeled gravity was interpolated from observed gravity values.
 DD1872
 DD1872;                    North         East    Units  Estimated Accuracy
 DD1872;SPC SC       -   235,560.      815,480.      MT  (+/- 180 meters Scaled)
 DD1872
 DD1872                          SUPERSEDED SURVEY CONTROL
 DD1872
 DD1872  NGVD 29 (03/21/89)   12.506  (m)           41.03   (f) ADJUSTED    1 2
 DD1872
 DD1872.Superseded values are not recommended for survey control.
 DD1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1872.See file dsdata.txt to determine how the superseded data were derived.
 DD1872
 DD1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT058574(NAD 83)
 DD1872_MARKER: DD = SURVEY DISK
 DD1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1872_SP_SET: CONCRETE POST
 DD1872_STAMPING: VERT 26 269 1986
 DD1872_MARK LOGO: SCGS  
 DD1872_PROJECTION: FLUSH
 DD1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1872
 DD1872  HISTORY     - Date     Condition        Report By
 DD1872  HISTORY     - 1986     MONUMENTED       SCGS
 DD1872
 DD1872                          STATION DESCRIPTION
 DD1872
 DD1872'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1872'3.7 KM (2.3 MI) WEST FROM LONGS.
 DD1872'3.6 KILOMETERS (2.25 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905 FROM
 DD1872'THE JUNCTION OF STATE HIGHWAY 9 IN LONGS, THENCE 1.8 KILOMETERS (1.1
 DD1872'MILES) NORTHWEST ALONG STATE ROAD S-26-347, SET NEAR A POWER POLE IN
 DD1872'FRONT OF A ONE STORY BRICK HOUSE, 19.8 METERS (65.0 FEET) SOUTH
 DD1872'SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 16.85 METERS (55.3 FEET
 DD1872'EAST NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD, 11.0 METERS
 DD1872'(36.1 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF A SAND DRIVE
 DD1872'LEADING TO THE HOUSE, 2.6 METERS (8.5 FEET) NORTH NORTHEAST OF THE
 DD1872'POWER POLE.
 DD1872'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1868 ***********************************************************************
 DD1868  DESIGNATION -  26 270
 DD1868  PID         -  DD1868
 DD1868  STATE/COUNTY-  SC/HORRY
 DD1868  USGS QUAD   -  LONGS (1990)
 DD1868
 DD1868                         *CURRENT SURVEY CONTROL
 DD1868  ___________________________________________________________________
 DD1868* NAD 83(1986)-  33 55 36.     (N)    078 44 40.     (W)     SCALED    
 DD1868* NAVD 88     -        10.938  (meters)      35.89   (feet)  ADJUSTED  
 DD1868  ___________________________________________________________________
 DD1868  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1868  DYNAMIC HT  -          10.927 (meters)      35.85  (feet)  COMP
 DD1868  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 DD1868
 DD1868  VERT ORDER  -  FIRST     CLASS II
 DD1868
 DD1868.The horizontal coordinates were scaled from a topographic map and have
 DD1868.an estimated accuracy of +/- 6 seconds.
 DD1868
 DD1868.The orthometric height was determined by differential leveling
 DD1868.and adjusted by the National Geodetic Survey in June 1991..
 DD1868
 DD1868.The geoid height was determined by GEOID03.
 DD1868
 DD1868.The dynamic height is computed by dividing the NAVD 88
 DD1868.geopotential number by the normal gravity value computed on the
 DD1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1868.degrees latitude (g = 980.6199 gals.).
 DD1868
 DD1868.The modeled gravity was interpolated from observed gravity values.
 DD1868
 DD1868;                    North         East    Units  Estimated Accuracy
 DD1868;SPC SC       -   234,420.      818,100.      MT  (+/- 180 meters Scaled)
 DD1868
 DD1868                          SUPERSEDED SURVEY CONTROL
 DD1868
 DD1868  NGVD 29 (03/21/89)   11.256  (m)           36.93   (f) ADJUSTED    1 2
 DD1868
 DD1868.Superseded values are not recommended for survey control.
 DD1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1868.See file dsdata.txt to determine how the superseded data were derived.
 DD1868
 DD1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT084563(NAD 83)
 DD1868_MARKER: DD = SURVEY DISK
 DD1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1868_SP_SET: CONCRETE POST
 DD1868_STAMPING: VERT 26 270 1986
 DD1868_MARK LOGO: SCGS  
 DD1868_PROJECTION: FLUSH
 DD1868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1868
 DD1868  HISTORY     - Date     Condition        Report By
 DD1868  HISTORY     - 1986     MONUMENTED       SCGS
 DD1868  HISTORY     - 1987     GOOD             USPSQD
 DD1868
 DD1868                          STATION DESCRIPTION
 DD1868
 DD1868'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1868'1.7 KM (1.05 MI) SW FROM LONGS.
 DD1868'1.8 KILOMETERS (1.1 MILES) SOUTHWESTERLY ALONG STATE HIGHWAY 905 FROM
 DD1868'THE JUNCTION OF STATE HIGHWAY 9 IN LONGS, SET NEAR A POWER POLE WITH A
 DD1868'YARD LIGHT AT THE SOUTHEAST CORNER OF A ONE STORY HOUSE WITH ASBESTOS
 DD1868'SIDING, 12.42 METERS (40.8 FEET) EAST SOUTHEAST OF THE SOUTHEAST
 DD1868'CORNER OF THE HOUSE, 1.55 METERS (5.1 FEET) WEST NORTHWEST OF THE
 DD1868'POWER POLE, 16.1 METERS (52.8 FEET) NORTHWEST OF A 24 INCH PECAN TREE,
 DD1868'5.5 METERS (18.0 FEET) SOUTH OF A 16 INCH MAGNOLIA TREE, 35.09 METERS
 DD1868'(115.1 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 DD1868'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1868
 DD1868                          STATION RECOVERY (1987)
 DD1868
 DD1868'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1848 ***********************************************************************
 DD1848  DESIGNATION -  26 271
 DD1848  PID         -  DD1848
 DD1848  STATE/COUNTY-  SC/HORRY
 DD1848  USGS QUAD   -  CONWAY (1980)
 DD1848
 DD1848                         *CURRENT SURVEY CONTROL
 DD1848  ___________________________________________________________________
 DD1848* NAD 83(1986)-  33 50 31.     (N)    079 01 49.     (W)     SCALED    
 DD1848* NAVD 88     -         4.606  (meters)      15.11   (feet)  ADJUSTED  
 DD1848  ___________________________________________________________________
 DD1848  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DD1848  DYNAMIC HT  -           4.602 (meters)      15.10  (feet)  COMP
 DD1848  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 DD1848
 DD1848  VERT ORDER  -  FIRST     CLASS II
 DD1848
 DD1848.The horizontal coordinates were scaled from a topographic map and have
 DD1848.an estimated accuracy of +/- 6 seconds.
 DD1848
 DD1848.The orthometric height was determined by differential leveling
 DD1848.and adjusted by the National Geodetic Survey in June 1991..
 DD1848
 DD1848.The geoid height was determined by GEOID03.
 DD1848
 DD1848.The dynamic height is computed by dividing the NAVD 88
 DD1848.geopotential number by the normal gravity value computed on the
 DD1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1848.degrees latitude (g = 980.6199 gals.).
 DD1848
 DD1848.The modeled gravity was interpolated from observed gravity values.
 DD1848
 DD1848;                    North         East    Units  Estimated Accuracy
 DD1848;SPC SC       -   224,480.      791,860.      MT  (+/- 180 meters Scaled)
 DD1848
 DD1848                          SUPERSEDED SURVEY CONTROL
 DD1848
 DD1848  NGVD 29 (03/21/89)    4.912  (m)           16.12   (f) ADJUSTED    1 2
 DD1848
 DD1848.Superseded values are not recommended for survey control.
 DD1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1848.See file dsdata.txt to determine how the superseded data were derived.
 DD1848
 DD1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT822463(NAD 83)
 DD1848_MARKER: DD = SURVEY DISK
 DD1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1848_SP_SET: CONCRETE POST
 DD1848_STAMPING: VERT 26 271 1986
 DD1848_MARK LOGO: SCGS  
 DD1848_PROJECTION: FLUSH
 DD1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1848
 DD1848  HISTORY     - Date     Condition        Report By
 DD1848  HISTORY     - 1986     MONUMENTED       SCGS
 DD1848
 DD1848                          STATION DESCRIPTION
 DD1848
 DD1848'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1848'2.3 KM (1.4 MI) EAST FROM CONWAY.
 DD1848'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1848'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1848'THENCE 1.8 KILOMETERS (1.1 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1848'905 (4TH AVENUE), SET INSIDE OF A IRON AND BRICK FENCE SURROUNDING A
 DD1848'LARGE TWO STORY BRICK HOUSE IN THE WEST ANGLE OF A PAVED ROAD (GLASS
 DD1848'HILL DRIVE), 31.45 METERS (103.2 FEET) EAST SOUTHEAST OF THE EAST
 DD1848'CORNER OF THE HOUSE, 14.15 METERS (46.4 FEET) EAST NORTHEAST OF THE
 DD1848'APPROXIMATE CENTER OF A BRICK DRIVE IN FRONT OF THE HOUSE,
 DD1848'18.25 METERS (59.9 FEET) WEST SOUTHWEST OF THE APPROXIMATE CENTER OF
 DD1848'THE ROAD, 13.5 METERS (44.3 FEET) NORTH NORTHWEST OF THE CENTER LINE
 DD1848'OF THE HIGHWAY, 8.2 METERS (26.9 FEET) WEST SOUTHWEST OF A FIRE
 DD1848'HYDRANT.
 DD1848'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1849 ***********************************************************************
 DD1849  DESIGNATION -  26 272
 DD1849  PID         -  DD1849
 DD1849  STATE/COUNTY-  SC/HORRY
 DD1849  USGS QUAD   -  CONWAY (1980)
 DD1849
 DD1849                         *CURRENT SURVEY CONTROL
 DD1849  ___________________________________________________________________
 DD1849* NAD 83(1986)-  33 51 07.     (N)    079 00 53.     (W)     SCALED    
 DD1849* NAVD 88     -         5.814  (meters)      19.07   (feet)  ADJUSTED  
 DD1849  ___________________________________________________________________
 DD1849  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD1849  DYNAMIC HT  -           5.808 (meters)      19.06  (feet)  COMP
 DD1849  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 DD1849
 DD1849  VERT ORDER  -  FIRST     CLASS II
 DD1849
 DD1849.The horizontal coordinates were scaled from a topographic map and have
 DD1849.an estimated accuracy of +/- 6 seconds.
 DD1849
 DD1849.The orthometric height was determined by differential leveling
 DD1849.and adjusted by the National Geodetic Survey in June 1991..
 DD1849
 DD1849.The geoid height was determined by GEOID03.
 DD1849
 DD1849.The dynamic height is computed by dividing the NAVD 88
 DD1849.geopotential number by the normal gravity value computed on the
 DD1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1849.degrees latitude (g = 980.6199 gals.).
 DD1849
 DD1849.The modeled gravity was interpolated from observed gravity values.
 DD1849
 DD1849;                    North         East    Units  Estimated Accuracy
 DD1849;SPC SC       -   225,620.      793,280.      MT  (+/- 180 meters Scaled)
 DD1849
 DD1849                          SUPERSEDED SURVEY CONTROL
 DD1849
 DD1849  NGVD 29 (03/21/89)    6.120  (m)           20.08   (f) ADJUSTED    1 2
 DD1849
 DD1849.Superseded values are not recommended for survey control.
 DD1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1849.See file dsdata.txt to determine how the superseded data were derived.
 DD1849
 DD1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT836475(NAD 83)
 DD1849_MARKER: DD = SURVEY DISK
 DD1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1849_SP_SET: CONCRETE POST
 DD1849_STAMPING: VERT 26 272 1986
 DD1849_MARK LOGO: SCGS  
 DD1849_PROJECTION: FLUSH
 DD1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1849
 DD1849  HISTORY     - Date     Condition        Report By
 DD1849  HISTORY     - 1986     MONUMENTED       SCGS
 DD1849
 DD1849                          STATION DESCRIPTION
 DD1849
 DD1849'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1849'3.9 KM (2.45 MI) ENE FROM CONWAY.
 DD1849'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1849'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1849'THENCE 3.5 KILOMETERS (2.2 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1849'905 (4TH AVENUE), SET NEAR A POWER POLE WITH A YARD LIGHT AT THE
 DD1849'NORTHEAST CORNER OF A ONE STORY BRICK HOUSE, 0.2 KILOMETER (0.1 MILE)
 DD1849'NORTHEAST OF A CONVENIENCE STORE (SURE-WAY), 40.85 METERS (134.0 FEET)
 DD1849'NORTH NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27.5 METERS (90.2
 DD1849'FEET) NORTH OF A MULTI-TRUNK CEDAR TREE, 13.23 METERS (43.4 FEET)
 DD1849'NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 12.95 METERS
 DD1849'(42.5 FEET) EAST NORTHEAST OF THE NORTHEAST CORNER OF A WATER PUMP
 DD1849'SHED, 1.25 METERS (4.1 FEET) SOUTH SOUTHEAST OF THE POWER POLE.
 DD1849'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1850 ***********************************************************************
 DD1850  DESIGNATION -  26 273
 DD1850  PID         -  DD1850
 DD1850  STATE/COUNTY-  SC/HORRY
 DD1850  USGS QUAD   -  CONWAY (1980)
 DD1850
 DD1850                         *CURRENT SURVEY CONTROL
 DD1850  ___________________________________________________________________
 DD1850* NAD 83(1986)-  33 51 31.     (N)    079 00 00.     (W)     SCALED    
 DD1850* NAVD 88     -         5.829  (meters)      19.12   (feet)  ADJUSTED  
 DD1850  ___________________________________________________________________
 DD1850  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DD1850  DYNAMIC HT  -           5.823 (meters)      19.10  (feet)  COMP
 DD1850  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 DD1850
 DD1850  VERT ORDER  -  FIRST     CLASS II
 DD1850
 DD1850.The horizontal coordinates were scaled from a topographic map and have
 DD1850.an estimated accuracy of +/- 6 seconds.
 DD1850
 DD1850.The orthometric height was determined by differential leveling
 DD1850.and adjusted by the National Geodetic Survey in June 1991..
 DD1850
 DD1850.The geoid height was determined by GEOID03.
 DD1850
 DD1850.The dynamic height is computed by dividing the NAVD 88
 DD1850.geopotential number by the normal gravity value computed on the
 DD1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1850.degrees latitude (g = 980.6199 gals.).
 DD1850
 DD1850.The modeled gravity was interpolated from observed gravity values.
 DD1850
 DD1850;                    North         East    Units  Estimated Accuracy
 DD1850;SPC SC       -   226,390.      794,630.      MT  (+/- 180 meters Scaled)
 DD1850
 DD1850                          SUPERSEDED SURVEY CONTROL
 DD1850
 DD1850  NGVD 29 (03/21/89)    6.136  (m)           20.13   (f) ADJUSTED    1 2
 DD1850
 DD1850.Superseded values are not recommended for survey control.
 DD1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1850.See file dsdata.txt to determine how the superseded data were derived.
 DD1850
 DD1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT850482(NAD 83)
 DD1850_MARKER: DD = SURVEY DISK
 DD1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1850_SP_SET: CONCRETE POST
 DD1850_STAMPING: VERT 26 273 1986
 DD1850_MARK LOGO: SCGS  
 DD1850_PROJECTION: FLUSH
 DD1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1850
 DD1850  HISTORY     - Date     Condition        Report By
 DD1850  HISTORY     - 1986     MONUMENTED       SCGS
 DD1850
 DD1850                          STATION DESCRIPTION
 DD1850
 DD1850'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1850'5.5 KM (3.4 MI) NE FROM CONWAY.
 DD1850'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1850'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1850'THENCE 5.05 KILOMETERS (3.15 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1850'905 (4TH AVENUE), SET NEAR A POWER POLE ON THE WEST SIDE OF A TWO
 DD1850'STORY HOUSE WITH ASBESTOS SIDING, 0.3 KILOMETER (0.2 MILE) NORTHEAST
 DD1850'OF A BRICK BUILDING (THE PRAYER CENTER), 1.75 METERS (5.7 FEET) EAST
 DD1850'NORTHEAST OF THE POWER POLE NUMBER 92/2, 11.95 METERS (39.2 FEET)
 DD1850'SOUTH SOUTHWEST THE NORTHWEST CORNER OF THE HOUSE, 5.42 METERS (17.8
 DD1850'FEET) SOUTH SOUTHEAST OF AN 8 INCH CEDAR TREE, 27.1 METERS (88.9 FEET)
 DD1850'NORTH NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 DD1850'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1851 ***********************************************************************
 DD1851  DESIGNATION -  26 274
 DD1851  PID         -  DD1851
 DD1851  STATE/COUNTY-  SC/HORRY
 DD1851  USGS QUAD   -  NIXONVILLE (1984)
 DD1851
 DD1851                         *CURRENT SURVEY CONTROL
 DD1851  ___________________________________________________________________
 DD1851* NAD 83(1986)-  33 52 01.     (N)    078 59 14.     (W)     SCALED    
 DD1851* NAVD 88     -        12.688  (meters)      41.63   (feet)  ADJUSTED  
 DD1851  ___________________________________________________________________
 DD1851  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD1851  DYNAMIC HT  -          12.675 (meters)      41.58  (feet)  COMP
 DD1851  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 DD1851
 DD1851  VERT ORDER  -  FIRST     CLASS II
 DD1851
 DD1851.The horizontal coordinates were scaled from a topographic map and have
 DD1851.an estimated accuracy of +/- 6 seconds.
 DD1851
 DD1851.The orthometric height was determined by differential leveling
 DD1851.and adjusted by the National Geodetic Survey in June 1991..
 DD1851
 DD1851.The geoid height was determined by GEOID03.
 DD1851
 DD1851.The dynamic height is computed by dividing the NAVD 88
 DD1851.geopotential number by the normal gravity value computed on the
 DD1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1851.degrees latitude (g = 980.6199 gals.).
 DD1851
 DD1851.The modeled gravity was interpolated from observed gravity values.
 DD1851
 DD1851;                    North         East    Units  Estimated Accuracy
 DD1851;SPC SC       -   227,330.      795,790.      MT  (+/- 180 meters Scaled)
 DD1851
 DD1851                          SUPERSEDED SURVEY CONTROL
 DD1851
 DD1851  NGVD 29 (03/21/89)   12.996  (m)           42.64   (f) ADJUSTED    1 2
 DD1851
 DD1851.Superseded values are not recommended for survey control.
 DD1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1851.See file dsdata.txt to determine how the superseded data were derived.
 DD1851
 DD1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT861492(NAD 83)
 DD1851_MARKER: DD = SURVEY DISK
 DD1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1851_SP_SET: CONCRETE POST
 DD1851_STAMPING: VERT 26 274 1986
 DD1851_MARK LOGO: SCGS  
 DD1851_PROJECTION: FLUSH
 DD1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1851
 DD1851  HISTORY     - Date     Condition        Report By
 DD1851  HISTORY     - 1986     MONUMENTED       SCGS
 DD1851
 DD1851                          STATION DESCRIPTION
 DD1851
 DD1851'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1851'6.9 KM (4.3 MI) NE FROM CONWAY.
 DD1851'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1851'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1851'THENCE 6.6 KILOMETERS (4.1 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1851'905 (4TH AVENUE), SET NEAR A POWER POLE WITH A YARD LIGHT ON THE EAST
 DD1851'SIDE OF A ONE STORY BRICK HOUSE, 0.1 KILOMETER (0.05 MILE) SOUTHWEST
 DD1851'OF A CONVENIENCE STORE (MIKES CASH AND CARRY), 1.3 METERS (4.3 FEET)
 DD1851'EAST OF THE POWER POLE, 20.23 METERS (66.4 FEET) NORTHEAST OF THE
 DD1851'NORTH CORNER OF THE NORTHWEST ADDITION OF THE HOUSE, 2.33 METERS (7.6
 DD1851'FEET) SOUTHEAST OF A SIX FOOT HIGH WOODEN FENCE, 50.83 METERS (166.8
 DD1851'FEET) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6.3 METERS (20.7
 DD1851'FEET) WEST OF THE SOUTH CORNER POLE OF A TWO STALL CARPORT.
 DD1851'THE MARK IS 1.00 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1857 ***********************************************************************
 DD1857  DESIGNATION -  26 275
 DD1857  PID         -  DD1857
 DD1857  STATE/COUNTY-  SC/HORRY
 DD1857  USGS QUAD   -  SHELL (1984)
 DD1857
 DD1857                         *CURRENT SURVEY CONTROL
 DD1857  ___________________________________________________________________
 DD1857* NAD 83(1986)-  33 53 24.     (N)    078 58 09.     (W)     SCALED    
 DD1857* NAVD 88     -        10.917  (meters)      35.82   (feet)  ADJUSTED  
 DD1857  ___________________________________________________________________
 DD1857  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DD1857  DYNAMIC HT  -          10.906 (meters)      35.78  (feet)  COMP
 DD1857  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 DD1857
 DD1857  VERT ORDER  -  FIRST     CLASS II
 DD1857
 DD1857.The horizontal coordinates were scaled from a topographic map and have
 DD1857.an estimated accuracy of +/- 6 seconds.
 DD1857
 DD1857.The orthometric height was determined by differential leveling
 DD1857.and adjusted by the National Geodetic Survey in June 1991..
 DD1857
 DD1857.The geoid height was determined by GEOID03.
 DD1857
 DD1857.The dynamic height is computed by dividing the NAVD 88
 DD1857.geopotential number by the normal gravity value computed on the
 DD1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1857.degrees latitude (g = 980.6199 gals.).
 DD1857
 DD1857.The modeled gravity was interpolated from observed gravity values.
 DD1857
 DD1857;                    North         East    Units  Estimated Accuracy
 DD1857;SPC SC       -   229,920.      797,410.      MT  (+/- 180 meters Scaled)
 DD1857
 DD1857                          SUPERSEDED SURVEY CONTROL
 DD1857
 DD1857  NGVD 29 (03/21/89)   11.227  (m)           36.83   (f) ADJUSTED    1 2
 DD1857
 DD1857.Superseded values are not recommended for survey control.
 DD1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1857.See file dsdata.txt to determine how the superseded data were derived.
 DD1857
 DD1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT877518(NAD 83)
 DD1857_MARKER: DD = SURVEY DISK
 DD1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1857_SP_SET: CONCRETE POST
 DD1857_STAMPING: VERT 26 275 1986
 DD1857_MARK LOGO: SCGS  
 DD1857_PROJECTION: FLUSH
 DD1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1857
 DD1857  HISTORY     - Date     Condition        Report By
 DD1857  HISTORY     - 1986     MONUMENTED       SCGS
 DD1857
 DD1857                          STATION DESCRIPTION
 DD1857
 DD1857'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1857'9.7 KM (6.0 MI) NE FROM CONWAY.
 DD1857'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1857'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1857'THENCE 8.2 KILOMETERS (5.1 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1857'905 (4TH AVENUE), THENCE 1.5 KILOMETERS (0.95 MILE) NORTHERLY ALONG
 DD1857'STATE ROAD S-26-19, SET NEAR A POWER POLE WITH A YARD LIGHT AND THREE
 DD1857'TRANSFORMERS ON THE SOUTH SIDE OF THE KINSTON BAPTIST CHURCH, 4.3
 DD1857'METERS (14.1 FEET) WEST NORTHWEST OF THE GUY WIRE ANCHOR FOR POWER
 DD1857'POLE 17R7-2, 0.8 METER (2.6 FEET) EAST SOUTHEAST OF THE POWER POLE
 DD1857'17R7-2, 14.7 METERS (48.2 FEET) SOUTH OF THE SOUTH CORNER OF THE
 DD1857'CHURCH, 74.6 METERS (244.8 FEET) EAST SOUTHEAST OF THE CENTER LINE OF
 DD1857'THE ROAD, 4.65 METERS (15.3 FEET) NORTH NORTHWEST OF OF A POWER POLE
 DD1857'17R7-3.
 DD1857'THE MARK IS 0.85 METERS  NW FROM  A WITNESS POST
 DD1857'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1858 ***********************************************************************
 DD1858  DESIGNATION -  26 276
 DD1858  PID         -  DD1858
 DD1858  STATE/COUNTY-  SC/HORRY
 DD1858  USGS QUAD   -  SHELL (1984)
 DD1858
 DD1858                         *CURRENT SURVEY CONTROL
 DD1858  ___________________________________________________________________
 DD1858* NAD 83(1986)-  33 54 09.     (N)    078 57 51.     (W)     SCALED    
 DD1858* NAVD 88     -         8.421  (meters)      27.63   (feet)  ADJUSTED  
 DD1858  ___________________________________________________________________
 DD1858  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DD1858  DYNAMIC HT  -           8.413 (meters)      27.60  (feet)  COMP
 DD1858  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 DD1858
 DD1858  VERT ORDER  -  FIRST     CLASS II
 DD1858
 DD1858.The horizontal coordinates were scaled from a topographic map and have
 DD1858.an estimated accuracy of +/- 6 seconds.
 DD1858
 DD1858.The orthometric height was determined by differential leveling
 DD1858.and adjusted by the National Geodetic Survey in June 1991..
 DD1858
 DD1858.The geoid height was determined by GEOID03.
 DD1858
 DD1858.The dynamic height is computed by dividing the NAVD 88
 DD1858.geopotential number by the normal gravity value computed on the
 DD1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1858.degrees latitude (g = 980.6199 gals.).
 DD1858
 DD1858.The modeled gravity was interpolated from observed gravity values.
 DD1858
 DD1858;                    North         East    Units  Estimated Accuracy
 DD1858;SPC SC       -   231,320.      797,850.      MT  (+/- 180 meters Scaled)
 DD1858
 DD1858                          SUPERSEDED SURVEY CONTROL
 DD1858
 DD1858  NGVD 29 (03/21/89)    8.732  (m)           28.65   (f) ADJUSTED    1 2
 DD1858
 DD1858.Superseded values are not recommended for survey control.
 DD1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1858.See file dsdata.txt to determine how the superseded data were derived.
 DD1858
 DD1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT882532(NAD 83)
 DD1858_MARKER: DD = SURVEY DISK
 DD1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1858_SP_SET: CONCRETE POST
 DD1858_STAMPING: VERT 26 276 1986
 DD1858_MARK LOGO: SCGS  
 DD1858_PROJECTION: FLUSH
 DD1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1858
 DD1858  HISTORY     - Date     Condition        Report By
 DD1858  HISTORY     - 1986     MONUMENTED       SCGS
 DD1858
 DD1858                          STATION DESCRIPTION
 DD1858
 DD1858'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1858'10.9 KM (6.8 MI) NNE FROM CONWAY.
 DD1858'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1858'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1858'THENCE 8.2 KILOMETERS (5.1 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1858'905 (4TH AVENUE), THENCE 3.0 KILOMETERS (1.9 MILES) NORTHERLY ALONG
 DD1858'STATE ROAD S-26-19, SET NEAR A POWER POLE IN THE NORTH CORNER OF THE
 DD1858'YARD OF A ONE STORY WOODEN HOUSE WITH A BRICK FOUNDATION, 4.5 METERS
 DD1858'(14.8 FEET) SOUTH SOUTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVE
 DD1858'LEADING TO THE BACK OF A MOBILE HOME, 48.25 METERS (158.3 FEET) NORTH
 DD1858'NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 10.25 METERS (33.6 FEET)
 DD1858'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 21.95 METERS (72.0 FEET)
 DD1858'WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A TRAILOR WITH A BRICK
 DD1858'FOUNDATION, 1.03 METERS (3.4 FEET) WEST SOUTHWEST OF THE POWER POLE.
 DD1858'THE MARK IS 1.17 METERS  ENE FROM  A WITNESS POST
 DD1858'THE MARK IS 0.50 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1859 ***********************************************************************
 DD1859  DESIGNATION -  26 277
 DD1859  PID         -  DD1859
 DD1859  STATE/COUNTY-  SC/HORRY
 DD1859  USGS QUAD   -  SHELL (1984)
 DD1859
 DD1859                         *CURRENT SURVEY CONTROL
 DD1859  ___________________________________________________________________
 DD1859* NAD 83(1986)-  33 54 52.     (N)    078 57 38.     (W)     SCALED    
 DD1859* NAVD 88     -        13.141  (meters)      43.11   (feet)  ADJUSTED  
 DD1859  ___________________________________________________________________
 DD1859  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DD1859  DYNAMIC HT  -          13.128 (meters)      43.07  (feet)  COMP
 DD1859  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 DD1859
 DD1859  VERT ORDER  -  FIRST     CLASS II
 DD1859
 DD1859.The horizontal coordinates were scaled from a topographic map and have
 DD1859.an estimated accuracy of +/- 6 seconds.
 DD1859
 DD1859.The orthometric height was determined by differential leveling
 DD1859.and adjusted by the National Geodetic Survey in June 1991..
 DD1859
 DD1859.The geoid height was determined by GEOID03.
 DD1859
 DD1859.The dynamic height is computed by dividing the NAVD 88
 DD1859.geopotential number by the normal gravity value computed on the
 DD1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1859.degrees latitude (g = 980.6199 gals.).
 DD1859
 DD1859.The modeled gravity was interpolated from observed gravity values.
 DD1859
 DD1859;                    North         East    Units  Estimated Accuracy
 DD1859;SPC SC       -   232,650.      798,150.      MT  (+/- 180 meters Scaled)
 DD1859
 DD1859                          SUPERSEDED SURVEY CONTROL
 DD1859
 DD1859  NGVD 29 (03/21/89)   13.452  (m)           44.13   (f) ADJUSTED    1 2
 DD1859
 DD1859.Superseded values are not recommended for survey control.
 DD1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1859.See file dsdata.txt to determine how the superseded data were derived.
 DD1859
 DD1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT885545(NAD 83)
 DD1859_MARKER: DD = SURVEY DISK
 DD1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1859_SP_SET: CONCRETE POST
 DD1859_STAMPING: VERT 26 277 1986
 DD1859_MARK LOGO: SCGS  
 DD1859_PROJECTION: FLUSH
 DD1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1859
 DD1859  HISTORY     - Date     Condition        Report By
 DD1859  HISTORY     - 1986     MONUMENTED       SCGS
 DD1859
 DD1859                          STATION DESCRIPTION
 DD1859
 DD1859'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1859'12.2 KM (7.6 MI) NNE FROM CONWAY.
 DD1859'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1859'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1859'THENCE 8.2 KILOMETERS (5.1 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1859'905 (4TH AVENUE), THENCE 4.4 KILOMETERS (2.75 MILES) NORTHERLY ALONG
 DD1859'STATE ROAD S-26-19, SET NEAR A POWER POLE ON THE SOUTH SIDE OF A ONE
 DD1859'STORY BRICK HOUSE WITH A WOODEN ADDITION, 0.67 METER (2.2 FEET) NORTH
 DD1859'NORTHEAST OF THE POWER POLE, 18.3 METERS (60.0 FEET) EAST SOUTHEAST OF
 DD1859'THE CENTER LINE OF THE ROAD, 14.75 METERS (48.4 FEET) WEST SOUTHWEST
 DD1859'OF THE SOUTHWEST CORNER OF THE HOUSE, 9.25 METERS (30.4 FEET) WEST OF
 DD1859'A 4 INCH MAGNOLIA TREE, 3.23 METERS (10.6 FEET) EAST NORTHEAST OF A 6
 DD1859'INCH CEDAR TREE.
 DD1859'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1860 ***********************************************************************
 DD1860  DESIGNATION -  26 278
 DD1860  PID         -  DD1860
 DD1860  STATE/COUNTY-  SC/HORRY
 DD1860  USGS QUAD   -  SHELL (1984)
 DD1860
 DD1860                         *CURRENT SURVEY CONTROL
 DD1860  ___________________________________________________________________
 DD1860* NAD 83(1986)-  33 55 36.     (N)    078 57 16.     (W)     SCALED    
 DD1860* NAVD 88     -         8.690  (meters)      28.51   (feet)  ADJUSTED  
 DD1860  ___________________________________________________________________
 DD1860  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DD1860  DYNAMIC HT  -           8.682 (meters)      28.48  (feet)  COMP
 DD1860  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 DD1860
 DD1860  VERT ORDER  -  FIRST     CLASS II
 DD1860
 DD1860.The horizontal coordinates were scaled from a topographic map and have
 DD1860.an estimated accuracy of +/- 6 seconds.
 DD1860
 DD1860.The orthometric height was determined by differential leveling
 DD1860.and adjusted by the National Geodetic Survey in June 1991..
 DD1860
 DD1860.The geoid height was determined by GEOID03.
 DD1860
 DD1860.The dynamic height is computed by dividing the NAVD 88
 DD1860.geopotential number by the normal gravity value computed on the
 DD1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1860.degrees latitude (g = 980.6199 gals.).
 DD1860
 DD1860.The modeled gravity was interpolated from observed gravity values.
 DD1860
 DD1860;                    North         East    Units  Estimated Accuracy
 DD1860;SPC SC       -   234,010.      798,690.      MT  (+/- 180 meters Scaled)
 DD1860
 DD1860                          SUPERSEDED SURVEY CONTROL
 DD1860
 DD1860  NGVD 29 (03/21/89)    9.002  (m)           29.53   (f) ADJUSTED    1 2
 DD1860
 DD1860.Superseded values are not recommended for survey control.
 DD1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1860.See file dsdata.txt to determine how the superseded data were derived.
 DD1860
 DD1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT890559(NAD 83)
 DD1860_MARKER: DD = SURVEY DISK
 DD1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1860_SP_SET: CONCRETE POST
 DD1860_STAMPING: VERT 26 278 1986
 DD1860_MARK LOGO: SCGS  
 DD1860_PROJECTION: FLUSH
 DD1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1860
 DD1860  HISTORY     - Date     Condition        Report By
 DD1860  HISTORY     - 1986     MONUMENTED       SCGS
 DD1860
 DD1860                          STATION DESCRIPTION
 DD1860
 DD1860'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1860'13.5 KM (8.4 MI) NNE FROM CONWAY.
 DD1860'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1860'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1860'THENCE 8.2 KILOMETERS (5.1 MILES) NORTHEASTERLY ALONG STATE HIGHWAY
 DD1860'905 (4TH AVENUE), THENCE 5.9 KILOMETERS (3.65 MILES) NORTHERLY ALONG
 DD1860'STATE ROAD S-26-19, SET NEAR A POWER POLE WITH A YARD LIGHT ON THE
 DD1860'NORTH SIDE OF A ONE STORY BRICK HOUSE, 1.9 METERS (6.2 FEET) SOUTH
 DD1860'SOUTHWEST OF THE POWER POLE, 19.65 METERS (64.5 FEET) NORTH NORTHWEST
 DD1860'OF THE NORTHWEST CORNER OF THE HOUSE, 23.25 METERS (76.3 FEET) EAST
 DD1860'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 31.4 METERS (103.0 FEET)
 DD1860'NORTH NORTHEAST OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING TO
 DD1860'THE HOUSE, 26.15 METERS (85.8 FEET) WEST OF THE SOUTHWEST CORNER OF A
 DD1860'WOOD FRAME ALUMINUM-SIDED TWO CAR GARAGE.
 DD1860'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1861 ***********************************************************************
 DD1861  DESIGNATION -  26 279
 DD1861  PID         -  DD1861
 DD1861  STATE/COUNTY-  SC/HORRY
 DD1861  USGS QUAD   -  SHELL (1984)
 DD1861
 DD1861                         *CURRENT SURVEY CONTROL
 DD1861  ___________________________________________________________________
 DD1861* NAD 83(1986)-  33 56 24.     (N)    078 56 56.     (W)     SCALED    
 DD1861* NAVD 88     -        11.342  (meters)      37.21   (feet)  ADJUSTED  
 DD1861  ___________________________________________________________________
 DD1861  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DD1861  DYNAMIC HT  -          11.331 (meters)      37.18  (feet)  COMP
 DD1861  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 DD1861
 DD1861  VERT ORDER  -  FIRST     CLASS II
 DD1861
 DD1861.The horizontal coordinates were scaled from a topographic map and have
 DD1861.an estimated accuracy of +/- 6 seconds.
 DD1861
 DD1861.The orthometric height was determined by differential leveling
 DD1861.and adjusted by the National Geodetic Survey in June 1991..
 DD1861
 DD1861.The geoid height was determined by GEOID03.
 DD1861
 DD1861.The dynamic height is computed by dividing the NAVD 88
 DD1861.geopotential number by the normal gravity value computed on the
 DD1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1861.degrees latitude (g = 980.6199 gals.).
 DD1861
 DD1861.The modeled gravity was interpolated from observed gravity values.
 DD1861
 DD1861;                    North         East    Units  Estimated Accuracy
 DD1861;SPC SC       -   235,500.      799,180.      MT  (+/- 180 meters Scaled)
 DD1861
 DD1861                          SUPERSEDED SURVEY CONTROL
 DD1861
 DD1861  NGVD 29 (03/21/89)   11.654  (m)           38.23   (f) ADJUSTED    1 2
 DD1861
 DD1861.Superseded values are not recommended for survey control.
 DD1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1861.See file dsdata.txt to determine how the superseded data were derived.
 DD1861
 DD1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT895573(NAD 83)
 DD1861_MARKER: DD = SURVEY DISK
 DD1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1861_SP_SET: CONCRETE POST
 DD1861_STAMPING: VERT 26 279 1986
 DD1861_MARK LOGO: SCGS  
 DD1861_PROJECTION: FLUSH
 DD1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1861
 DD1861  HISTORY     - Date     Condition        Report By
 DD1861  HISTORY     - 1986     MONUMENTED       SCGS
 DD1861
 DD1861                          STATION DESCRIPTION
 DD1861
 DD1861'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1861'14.1 KM (8.75 MI) SW FROM LORIS.
 DD1861'6.8 KILOMETERS (4.2 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 701 (BROAD
 DD1861'STREET) FROM THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MAIN STREET) IN
 DD1861'LORIS, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG STATE ROAD
 DD1861'S-26-19 TO A FORK, CONTINUE 9.3 KILOMETERS (5.8 MILES) SOUTHERLY ALONG
 DD1861'STATE ROAD S-26-19, SET NEAR A POWER POLE WITH A YARD LIGHT BETWEEN A
 DD1861'ONE STORY TAN BRICK HOUSE AND A ONE STORY RED AND WHITE BRICK HOUSE,
 DD1861'ALSO MAY BE REACHED BY GOING 0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG
 DD1861'U.S. HIGHWAY 501 BUSINESS (MAIN STREET) FROM THE CONWAY CITY HALL AT
 DD1861'3RD AVENUE IN CONWAY, THENCE 8.2 KILOMETERS (5.1 MILES) NORTHEASTERLY
 DD1861'ALONG STATE HIGHWAY 905 (4TH AVENUE), THENCE 7.4 KILOMETERS (4.6
 DD1861'MILES) NORTHERLY ALONG STATE ROAD S-26-19, 1.95 METERS (6.4 FEET)
 DD1861'SOUTHWEST OF THE POWER POLE, 23.65 METERS (77.6 FEET) SOUTH OF THE
 DD1861'SOUTH CORNER OF THE TAN BRICK HOUSE, 41.8 METERS (137.1 FEET)
 DD1861'NORTHEAST OF THE EAST CORNER OF THE RED AND WHITE BRICK HOUSE, 20.15
 DD1861'METERS (66.1 FEET) EAST SOUTHEAST OF A 22 INCH PINE TREE, 11.25 METERS
 DD1861'(36.9 FEET) WEST NORTHWEST OF THE CENTER LINE OF THE ROAD.
 DD1861'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1862 ***********************************************************************
 DD1862  DESIGNATION -  26 280
 DD1862  PID         -  DD1862
 DD1862  STATE/COUNTY-  SC/HORRY
 DD1862  USGS QUAD   -  SHELL (1984)
 DD1862
 DD1862                         *CURRENT SURVEY CONTROL
 DD1862  ___________________________________________________________________
 DD1862* NAD 83(1986)-  33 57 03.     (N)    078 56 54.     (W)     SCALED    
 DD1862* NAVD 88     -        13.509  (meters)      44.32   (feet)  ADJUSTED  
 DD1862  ___________________________________________________________________
 DD1862  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DD1862  DYNAMIC HT  -          13.496 (meters)      44.28  (feet)  COMP
 DD1862  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 DD1862
 DD1862  VERT ORDER  -  FIRST     CLASS II
 DD1862
 DD1862.The horizontal coordinates were scaled from a topographic map and have
 DD1862.an estimated accuracy of +/- 6 seconds.
 DD1862
 DD1862.The orthometric height was determined by differential leveling
 DD1862.and adjusted by the National Geodetic Survey in June 1991..
 DD1862
 DD1862.The geoid height was determined by GEOID03.
 DD1862
 DD1862.The dynamic height is computed by dividing the NAVD 88
 DD1862.geopotential number by the normal gravity value computed on the
 DD1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1862.degrees latitude (g = 980.6199 gals.).
 DD1862
 DD1862.The modeled gravity was interpolated from observed gravity values.
 DD1862
 DD1862;                    North         East    Units  Estimated Accuracy
 DD1862;SPC SC       -   236,700.      799,200.      MT  (+/- 180 meters Scaled)
 DD1862
 DD1862                          SUPERSEDED SURVEY CONTROL
 DD1862
 DD1862  NGVD 29 (03/21/89)   13.821  (m)           45.34   (f) ADJUSTED    1 2
 DD1862
 DD1862.Superseded values are not recommended for survey control.
 DD1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1862.See file dsdata.txt to determine how the superseded data were derived.
 DD1862
 DD1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT895586(NAD 83)
 DD1862_MARKER: DD = SURVEY DISK
 DD1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1862_SP_SET: CONCRETE POST
 DD1862_STAMPING: VERT 26 280 1986
 DD1862_MARK LOGO: SCGS  
 DD1862_PROJECTION: FLUSH
 DD1862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1862
 DD1862  HISTORY     - Date     Condition        Report By
 DD1862  HISTORY     - 1986     MONUMENTED       SCGS
 DD1862
 DD1862                          STATION DESCRIPTION
 DD1862
 DD1862'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1862'12.9 KM (8.0 MI) SW FROM LORIS.
 DD1862'6.8 KILOMETERS (4.2 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 701 (BROAD
 DD1862'STREET) FROM THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MAIN STREET) IN
 DD1862'LORIS, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG STATE ROAD
 DD1862'S-26-19 TO A FORK, CONTINUE 7.9 KILOMETERS (4.9 MILES) SOUTHERLY ALONG
 DD1862'STATE ROAD S-26-19, SET NEAR A POWER POLE WITH A YARD LIGHT ON THE
 DD1862'NORTH SIDE OF A ONE STORY BRICK HOUSE, 0.1 KILOMETER (0.05 MILE) NORTH
 DD1862'OF THE JUNCTION OF STATE ROAD S-26-97, 2.15 METERS (7.0 FEET) SOUTH
 DD1862'SOUTHWEST OF THE POWER POLE, 14.35 METERS (47.1 FEET) NORTH NORTHWEST
 DD1862'OF THE NORTHWEST CORNER OF THE HOUSE, 59.25 METERS (194.4 FEET) WEST
 DD1862'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 19.7 METERS (64.6 FEET) EAST
 DD1862'NORTHEAST OF AN 18 INCH PINE TREE LEANING SOUTH.
 DD1862'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1867 ***********************************************************************
 DD1867  DESIGNATION -  26 281
 DD1867  PID         -  DD1867
 DD1867  STATE/COUNTY-  SC/HORRY
 DD1867  USGS QUAD   -  SHELL (1984)
 DD1867
 DD1867                         *CURRENT SURVEY CONTROL
 DD1867  ___________________________________________________________________
 DD1867* NAD 83(1986)-  33 59 18.     (N)    078 57 13.     (W)     SCALED    
 DD1867* NAVD 88     -        26.986  (meters)      88.54   (feet)  ADJUSTED  
 DD1867  ___________________________________________________________________
 DD1867  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD1867  DYNAMIC HT  -          26.959 (meters)      88.45  (feet)  COMP
 DD1867  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 DD1867
 DD1867  VERT ORDER  -  FIRST     CLASS II
 DD1867
 DD1867.The horizontal coordinates were scaled from a topographic map and have
 DD1867.an estimated accuracy of +/- 6 seconds.
 DD1867
 DD1867.The orthometric height was determined by differential leveling
 DD1867.and adjusted by the National Geodetic Survey in June 1991..
 DD1867
 DD1867.The geoid height was determined by GEOID03.
 DD1867
 DD1867.The dynamic height is computed by dividing the NAVD 88
 DD1867.geopotential number by the normal gravity value computed on the
 DD1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1867.degrees latitude (g = 980.6199 gals.).
 DD1867
 DD1867.The modeled gravity was interpolated from observed gravity values.
 DD1867
 DD1867;                    North         East    Units  Estimated Accuracy
 DD1867;SPC SC       -   240,850.      798,630.      MT  (+/- 180 meters Scaled)
 DD1867
 DD1867                          SUPERSEDED SURVEY CONTROL
 DD1867
 DD1867  NGVD 29 (03/21/89)   27.299  (m)           89.56   (f) ADJUSTED    1 2
 DD1867
 DD1867.Superseded values are not recommended for survey control.
 DD1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1867.See file dsdata.txt to determine how the superseded data were derived.
 DD1867
 DD1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT890627(NAD 83)
 DD1867_MARKER: DD = SURVEY DISK
 DD1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1867_SP_SET: CONCRETE POST
 DD1867_STAMPING: VERT 26 281 1986
 DD1867_MARK LOGO: SCGS  
 DD1867_PROJECTION: FLUSH
 DD1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1867
 DD1867  HISTORY     - Date     Condition        Report By
 DD1867  HISTORY     - 1986     MONUMENTED       SCGS
 DD1867
 DD1867                          STATION DESCRIPTION
 DD1867
 DD1867'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1867'9.7 KM (6.0 MI) SW FROM LORIS.
 DD1867'6.8 KILOMETERS (4.2 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 701 (BROAD
 DD1867'STREET) FROM THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MAIN STREET) IN
 DD1867'LORIS, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG ALONG STATE
 DD1867'ROAD S-26-19 TO A FORK, CONTINUE 3.8 KILOMETERS (2.35 MILES) SOUTHERLY
 DD1867'ALONG STATE ROAD S-26-19, SET NEAR A POWER POLE ON THE NORTH SIDE OF A
 DD1867'ONE STORY HOUSE ACROSS THE ROAD FROM AN ALUMINUM BUILDING (JACK TODDS
 DD1867'GARAGE), 1.25 METERS (4.1 FEET) NORTH OF THE POWER POLE, 14.73 METERS
 DD1867'(48.3 FEET) EAST OF THE NORTH CORNER OF THE HOUSE, 33.4 METERS (109.6
 DD1867'FEET) WEST NORTHWEST OF THE CENTER LINE OF THE ROAD, 24.4 METERS (80.1
 DD1867'FEET) EAST SOUTHEAST OF THE EAST CORNER OF A TWO STORY TILE SIDED TWO
 DD1867'CAR GARAGE.
 DD1867'THE MARK IS 1.00 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1889 ***********************************************************************
 EB1889  DESIGNATION -  26 282
 EB1889  PID         -  EB1889
 EB1889  STATE/COUNTY-  SC/HORRY
 EB1889  USGS QUAD   -  LORIS (1962)
 EB1889
 EB1889                         *CURRENT SURVEY CONTROL
 EB1889  ___________________________________________________________________
 EB1889* NAD 83(1986)-  34 00 01.     (N)    078 57 01.     (W)     SCALED    
 EB1889* NAVD 88     -        27.952  (meters)      91.71   (feet)  ADJUSTED  
 EB1889  ___________________________________________________________________
 EB1889  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 EB1889  DYNAMIC HT  -          27.925 (meters)      91.62  (feet)  COMP
 EB1889  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 EB1889
 EB1889  VERT ORDER  -  FIRST     CLASS II
 EB1889
 EB1889.The horizontal coordinates were scaled from a topographic map and have
 EB1889.an estimated accuracy of +/- 6 seconds.
 EB1889
 EB1889.The orthometric height was determined by differential leveling
 EB1889.and adjusted by the National Geodetic Survey in June 1991..
 EB1889
 EB1889.The geoid height was determined by GEOID03.
 EB1889
 EB1889.The dynamic height is computed by dividing the NAVD 88
 EB1889.geopotential number by the normal gravity value computed on the
 EB1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1889.degrees latitude (g = 980.6199 gals.).
 EB1889
 EB1889.The modeled gravity was interpolated from observed gravity values.
 EB1889
 EB1889;                    North         East    Units  Estimated Accuracy
 EB1889;SPC SC       -   242,180.      798,910.      MT  (+/- 180 meters Scaled)
 EB1889
 EB1889                          SUPERSEDED SURVEY CONTROL
 EB1889
 EB1889  NGVD 29 (03/21/89)   28.266  (m)           92.74   (f) ADJUSTED    1 2
 EB1889
 EB1889.Superseded values are not recommended for survey control.
 EB1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1889.See file dsdata.txt to determine how the superseded data were derived.
 EB1889
 EB1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT893640(NAD 83)
 EB1889_MARKER: DD = SURVEY DISK
 EB1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1889_SP_SET: CONCRETE POST
 EB1889_STAMPING: VERT 26 282 1986
 EB1889_MARK LOGO: SCGS  
 EB1889_PROJECTION: FLUSH
 EB1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1889
 EB1889  HISTORY     - Date     Condition        Report By
 EB1889  HISTORY     - 1986     MONUMENTED       SCGS
 EB1889
 EB1889                          STATION DESCRIPTION
 EB1889
 EB1889'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1889'8.4 KM (5.2 MI) SW FROM LORIS.
 EB1889'6.8 KILOMETERS (4.2 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 701 (BROAD
 EB1889'STREET) FROM THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MAIN STREET) IN
 EB1889'LORIS, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG STATE ROAD
 EB1889'S-26-19 TO A FORK, CONTINUE 2.4 KILOMETERS (1.5 MILES) SOUTHERLY ALONG
 EB1889'STATE ROAD S-26-19, SET NEAR A POWER POLE ON THE WEST SIDE OF A ONE
 EB1889'STORY BRICK HOUSE, 1.5 METERS (4.9 FEET) EAST SOUTHEAST OF THE POWER
 EB1889'POLE, 15.35 METERS (50.4 FEET) WEST NORTHWEST OF THE NORTHWEST CORNER
 EB1889'OF THE HOUSE, 25.7 METERS (84.3 FEET) NORTH OF A 30 INCH WATER OAK
 EB1889'TREE, 38.3 METERS (125.7 FEET) WEST OF A 16 INCH PECAN TREE, 58.45
 EB1889'METERS (191.8 FEET) WEST NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 EB1889'THE MARK IS 1.00 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1890 ***********************************************************************
 EB1890  DESIGNATION -  26 283
 EB1890  PID         -  EB1890
 EB1890  STATE/COUNTY-  SC/HORRY
 EB1890  USGS QUAD   -  LORIS (1962)
 EB1890
 EB1890                         *CURRENT SURVEY CONTROL
 EB1890  ___________________________________________________________________
 EB1890* NAD 83(1986)-  34 00 43.     (N)    078 56 49.     (W)     SCALED    
 EB1890* NAVD 88     -        29.148  (meters)      95.63   (feet)  ADJUSTED  
 EB1890  ___________________________________________________________________
 EB1890  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EB1890  DYNAMIC HT  -          29.120 (meters)      95.54  (feet)  COMP
 EB1890  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 EB1890
 EB1890  VERT ORDER  -  FIRST     CLASS II
 EB1890
 EB1890.The horizontal coordinates were scaled from a topographic map and have
 EB1890.an estimated accuracy of +/- 6 seconds.
 EB1890
 EB1890.The orthometric height was determined by differential leveling
 EB1890.and adjusted by the National Geodetic Survey in June 1991..
 EB1890
 EB1890.The geoid height was determined by GEOID03.
 EB1890
 EB1890.The dynamic height is computed by dividing the NAVD 88
 EB1890.geopotential number by the normal gravity value computed on the
 EB1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1890.degrees latitude (g = 980.6199 gals.).
 EB1890
 EB1890.The modeled gravity was interpolated from observed gravity values.
 EB1890
 EB1890;                    North         East    Units  Estimated Accuracy
 EB1890;SPC SC       -   243,480.      799,200.      MT  (+/- 180 meters Scaled)
 EB1890
 EB1890                          SUPERSEDED SURVEY CONTROL
 EB1890
 EB1890  NGVD 29 (03/21/89)   29.462  (m)           96.66   (f) ADJUSTED    1 2
 EB1890
 EB1890.Superseded values are not recommended for survey control.
 EB1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1890.See file dsdata.txt to determine how the superseded data were derived.
 EB1890
 EB1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT895653(NAD 83)
 EB1890_MARKER: DD = SURVEY DISK
 EB1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1890_SP_SET: CONCRETE POST
 EB1890_STAMPING: VERT 26 283 1986
 EB1890_MARK LOGO: SCGS  
 EB1890_PROJECTION: FLUSH
 EB1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1890
 EB1890  HISTORY     - Date     Condition        Report By
 EB1890  HISTORY     - 1986     MONUMENTED       SCGS
 EB1890  HISTORY     - 20041108 GOOD             USPSQD
 EB1890
 EB1890                          STATION DESCRIPTION
 EB1890
 EB1890'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1890'7.2 KM (4.5 MI) SW FROM LORIS.
 EB1890'6.8 KILOMETERS (4.2 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 701 (BROAD
 EB1890'STREET) FROM THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MAIN STREET) IN
 EB1890'LORIS, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG STATE ROAD
 EB1890'S-26-19 TO A FORK, CONTINUE 0.7 KILOMETER (0.45 MILE) SOUTHERLY ALONG
 EB1890'STATE ROAD S-26-19, SET NEAR A POWER POLE WITH A TRANSFORMER ON THE
 EB1890'SOUTH SIDE OF A LARGE TWO STORY HOUSE WITH FOUR COLUMNS IN FRONT, 4.73
 EB1890'METERS (15.5 FEET) SOUTH SOUTHEAST OF A WATER OAK TREE AND A PINE TREE
 EB1890'GROWING TOGETHER, 6.3 METERS (20.7 FEET) NORTH NORTHWEST OF THE POWER
 EB1890'POLE, 34.4 METERS (112.9 FEET) WEST SOUTHWEST OF THE SOUTH CORNER OF
 EB1890'HOUSE, 53.55 METERS (175.7 FEET) EAST SOUTHEAST OF THE CENTER LINE OF
 EB1890'THE ROAD, 55.5 METERS (182.1 FEET) SOUTH SOUTHWEST OF THE APPROXIMATE
 EB1890'CENTER OF A CONCRETE DRIVE LEADING TO THE HOUSE.
 EB1890'THE MARK IS 1.5 M ABOVE ROAD.
 EB1890
 EB1890                          STATION RECOVERY (2004)
 EB1890
 EB1890'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1894 ***********************************************************************
 EB1894  DESIGNATION -  26 284
 EB1894  PID         -  EB1894
 EB1894  STATE/COUNTY-  SC/HORRY
 EB1894  USGS QUAD   -  LORIS (1962)
 EB1894
 EB1894                         *CURRENT SURVEY CONTROL
 EB1894  ___________________________________________________________________
 EB1894* NAD 83(1986)-  34 01 40.     (N)    078 57 20.     (W)     SCALED    
 EB1894* NAVD 88     -        33.448  (meters)     109.74   (feet)  ADJUSTED  
 EB1894  ___________________________________________________________________
 EB1894  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EB1894  DYNAMIC HT  -          33.415 (meters)     109.63  (feet)  COMP
 EB1894  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 EB1894
 EB1894  VERT ORDER  -  FIRST     CLASS II
 EB1894
 EB1894.The horizontal coordinates were scaled from a topographic map and have
 EB1894.an estimated accuracy of +/- 6 seconds.
 EB1894
 EB1894.The orthometric height was determined by differential leveling
 EB1894.and adjusted by the National Geodetic Survey in June 1991..
 EB1894
 EB1894.The geoid height was determined by GEOID03.
 EB1894
 EB1894.The dynamic height is computed by dividing the NAVD 88
 EB1894.geopotential number by the normal gravity value computed on the
 EB1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1894.degrees latitude (g = 980.6199 gals.).
 EB1894
 EB1894.The modeled gravity was interpolated from observed gravity values.
 EB1894
 EB1894;                    North         East    Units  Estimated Accuracy
 EB1894;SPC SC       -   245,220.      798,370.      MT  (+/- 180 meters Scaled)
 EB1894
 EB1894                          SUPERSEDED SURVEY CONTROL
 EB1894
 EB1894  NGVD 29 (03/21/89)   33.762  (m)          110.77   (f) ADJUSTED    1 2
 EB1894
 EB1894.Superseded values are not recommended for survey control.
 EB1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1894.See file dsdata.txt to determine how the superseded data were derived.
 EB1894
 EB1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT887671(NAD 83)
 EB1894_MARKER: DD = SURVEY DISK
 EB1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1894_SP_SET: CONCRETE POST
 EB1894_STAMPING: VERT 26 284 1986
 EB1894_MARK LOGO: SCGS  
 EB1894_PROJECTION: FLUSH
 EB1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1894
 EB1894  HISTORY     - Date     Condition        Report By
 EB1894  HISTORY     - 1986     MONUMENTED       SCGS
 EB1894  HISTORY     - 20041029 GOOD             USPSQD
 EB1894
 EB1894                          STATION DESCRIPTION
 EB1894
 EB1894'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1894'6.9 KM (4.3 MI) SW FROM LORIS.
 EB1894'6.8 KILOMETERS (4.2 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 701 (BROAD
 EB1894'STREET) FROM THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MAIN STREET) IN
 EB1894'LORIS, THENCE 1.2 KILOMETERS (0.75 MILE) NORTHWEST ALONG STATE ROAD
 EB1894'S-26-19, SET NEAR A LONE MAGNOLIA TREE IN THE FRONT YARD OF A SMALL
 EB1894'ONE STORY HOUSE, 0.6 KILOMETER (0.4 MILE) NORTHWEST OF AN ELECTRICAL
 EB1894'SUBSTATION, 20.07 METERS (65.8 FEET) NORTHEAST OF THE EAST CORNER OF
 EB1894'THE HOUSE, 19.35 METERS (63.5 FEET) SOUTHWEST OF THE CENTER LINE OF
 EB1894'THE ROAD, 15.0 METERS (49.2 FEET) EAST SOUTHEAST OF CREPE MYRTLE TREE,
 EB1894'3.43 METERS (11.3 FEET) NORTH NORTHWEST OF THE TREE.
 EB1894'THE MARK IS 0.60 M BELOW ROAD.
 EB1894
 EB1894                          STATION RECOVERY (2004)
 EB1894
 EB1894'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1772 ***********************************************************************
 EB1772  DESIGNATION -  26 285
 EB1772  PID         -  EB1772
 EB1772  STATE/COUNTY-  SC/HORRY
 EB1772  USGS QUAD   -  LORIS (1962)
 EB1772
 EB1772                         *CURRENT SURVEY CONTROL
 EB1772  ___________________________________________________________________
 EB1772* NAD 83(1986)-  34 03 38.     (N)    078 53 55.     (W)     SCALED    
 EB1772* NAVD 88     -        27.233  (meters)      89.35   (feet)  ADJUSTED  
 EB1772  ___________________________________________________________________
 EB1772  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EB1772  DYNAMIC HT  -          27.206 (meters)      89.26  (feet)  COMP
 EB1772  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 EB1772
 EB1772  VERT ORDER  -  FIRST     CLASS II
 EB1772
 EB1772.The horizontal coordinates were scaled from a topographic map and have
 EB1772.an estimated accuracy of +/- 6 seconds.
 EB1772
 EB1772.The orthometric height was determined by differential leveling
 EB1772.and adjusted by the National Geodetic Survey in June 1991..
 EB1772
 EB1772.The geoid height was determined by GEOID03.
 EB1772
 EB1772.The dynamic height is computed by dividing the NAVD 88
 EB1772.geopotential number by the normal gravity value computed on the
 EB1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1772.degrees latitude (g = 980.6199 gals.).
 EB1772
 EB1772.The modeled gravity was interpolated from observed gravity values.
 EB1772
 EB1772;                    North         East    Units  Estimated Accuracy
 EB1772;SPC SC       -   248,960.      803,550.      MT  (+/- 180 meters Scaled)
 EB1772
 EB1772                          SUPERSEDED SURVEY CONTROL
 EB1772
 EB1772  NGVD 29 (03/21/89)   27.548  (m)           90.38   (f) ADJUSTED    1 2
 EB1772
 EB1772.Superseded values are not recommended for survey control.
 EB1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1772.See file dsdata.txt to determine how the superseded data were derived.
 EB1772
 EB1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT939708(NAD 83)
 EB1772_MARKER: DD = SURVEY DISK
 EB1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1772_SP_SET: CONCRETE POST
 EB1772_STAMPING: VERT 26 285 1986
 EB1772_MARK LOGO: SCGS  
 EB1772_PROJECTION: RECESSED 10 CENTIMETERS
 EB1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1772
 EB1772  HISTORY     - Date     Condition        Report By
 EB1772  HISTORY     - 1986     MONUMENTED       SCGS
 EB1772  HISTORY     - 1987     GOOD             USPSQD
 EB1772  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 EB1772
 EB1772                          STATION DESCRIPTION
 EB1772
 EB1772'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1772'1.0 KM (0.6 MI) WNW FROM LORIS.
 EB1772'1.05 KM (0.65 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1772'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1772'SET NEAR THE CURB OF A PARKING AREA AT A SIDEWALK LEADING TO THE FIRST
 EB1772'BAPTIST CHURCH, 12.88 METERS (42.3 FT) WEST NORTHWEST OF THE WEST
 EB1772'CORNER OF THE CHURCH, 21.0 METERS (68.9 FT) NORTH NORTHEAST OF THE
 EB1772'CENTER OF THE HIGHWAY, 14.36 METERS (47.1 FT) NORTHEAST OF A POWER
 EB1772'POLE NUMBER 9986 WITH TWO TRANSFORMERS AND A STREET LIGHT, 1.29 METERS
 EB1772'(4.2 FT) SOUTH SOUTHWEST OF THE CENTER OF THE SIDEWALK, 0.58 METER
 EB1772'(1.9 FT) EAST SOUTHEAST OF THE EAST SOUTHEAST EDGE OF THE CURB.
 EB1772'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1772
 EB1772                          STATION RECOVERY (1987)
 EB1772
 EB1772'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 EB1772'RECOVERED IN GOOD CONDITION.
 EB1772
 EB1772                          STATION RECOVERY (2004)
 EB1772
 EB1772'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1773 ***********************************************************************
 EB1773  DESIGNATION -  26 286
 EB1773  PID         -  EB1773
 EB1773  STATE/COUNTY-  SC/HORRY
 EB1773  USGS QUAD   -  LORIS (1962)
 EB1773
 EB1773                         *CURRENT SURVEY CONTROL
 EB1773  ___________________________________________________________________
 EB1773* NAD 83(1986)-  34 04 08.     (N)    078 54 50.     (W)     SCALED    
 EB1773* NAVD 88     -        27.100  (meters)      88.91   (feet)  ADJUSTED  
 EB1773  ___________________________________________________________________
 EB1773  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 EB1773  DYNAMIC HT  -          27.073 (meters)      88.82  (feet)  COMP
 EB1773  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 EB1773
 EB1773  VERT ORDER  -  FIRST     CLASS II
 EB1773
 EB1773.The horizontal coordinates were scaled from a topographic map and have
 EB1773.an estimated accuracy of +/- 6 seconds.
 EB1773
 EB1773.The orthometric height was determined by differential leveling
 EB1773.and adjusted by the National Geodetic Survey in June 1991..
 EB1773
 EB1773.The geoid height was determined by GEOID03.
 EB1773
 EB1773.The dynamic height is computed by dividing the NAVD 88
 EB1773.geopotential number by the normal gravity value computed on the
 EB1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1773.degrees latitude (g = 980.6199 gals.).
 EB1773
 EB1773.The modeled gravity was interpolated from observed gravity values.
 EB1773
 EB1773;                    North         East    Units  Estimated Accuracy
 EB1773;SPC SC       -   249,860.      802,120.      MT  (+/- 180 meters Scaled)
 EB1773
 EB1773                          SUPERSEDED SURVEY CONTROL
 EB1773
 EB1773  NGVD 29 (03/21/89)   27.415  (m)           89.94   (f) ADJUSTED    1 2
 EB1773
 EB1773.Superseded values are not recommended for survey control.
 EB1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1773.See file dsdata.txt to determine how the superseded data were derived.
 EB1773
 EB1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT925717(NAD 83)
 EB1773_MARKER: DD = SURVEY DISK
 EB1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1773_SP_SET: CONCRETE POST
 EB1773_STAMPING: VERT 26 286 1986
 EB1773_MARK LOGO: SCGS  
 EB1773_PROJECTION: RECESSED 6 CENTIMETERS
 EB1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1773
 EB1773  HISTORY     - Date     Condition        Report By
 EB1773  HISTORY     - 1986     MONUMENTED       SCGS
 EB1773  HISTORY     - 20041108 GOOD             USPSQD
 EB1773
 EB1773                          STATION DESCRIPTION
 EB1773
 EB1773'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1773'2.7 KM (1.7 MI) WNW FROM LORIS.
 EB1773'2.7 KM (1.7 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1773'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1773'SET NEAR A POWER POLE WITH A SECURITY LIGHT ON THE WEST SIDE OF A
 EB1773'BRICK HOUSE, 0.25 KM (0.15 MI) WEST NORTHWEST OF THE JUNCTION OF STATE
 EB1773'ROAD 140, 9.78 METERS (32.1 FT) NORTH NORTHWEST OF THE WEST CORNER OF
 EB1773'THE HOUSE, 1.2 METERS (3.9 FT) NORTHEAST OF THE POWER POLE NUMBER
 EB1773'39016, 38.95 METERS (127.8 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 EB1773'15.9 METERS (52.2 FT) EAST OF A 13-INCH HICKORY TREE.
 EB1773'THE MARK IS 0.10 M BELOW THE HIGHWAY.
 EB1773
 EB1773                          STATION RECOVERY (2004)
 EB1773
 EB1773'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1774 ***********************************************************************
 EB1774  DESIGNATION -  26 287
 EB1774  PID         -  EB1774
 EB1774  STATE/COUNTY-  SC/HORRY
 EB1774  USGS QUAD   -  LORIS (1962)
 EB1774
 EB1774                         *CURRENT SURVEY CONTROL
 EB1774  ___________________________________________________________________
 EB1774* NAD 83(1986)-  34 04 33.     (N)    078 55 33.     (W)     SCALED    
 EB1774* NAVD 88     -        26.870  (meters)      88.16   (feet)  ADJUSTED  
 EB1774  ___________________________________________________________________
 EB1774  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EB1774  DYNAMIC HT  -          26.844 (meters)      88.07  (feet)  COMP
 EB1774  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EB1774
 EB1774  VERT ORDER  -  FIRST     CLASS II
 EB1774
 EB1774.The horizontal coordinates were scaled from a topographic map and have
 EB1774.an estimated accuracy of +/- 6 seconds.
 EB1774
 EB1774.The orthometric height was determined by differential leveling
 EB1774.and adjusted by the National Geodetic Survey in June 1991..
 EB1774
 EB1774.The geoid height was determined by GEOID03.
 EB1774
 EB1774.The dynamic height is computed by dividing the NAVD 88
 EB1774.geopotential number by the normal gravity value computed on the
 EB1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1774.degrees latitude (g = 980.6199 gals.).
 EB1774
 EB1774.The modeled gravity was interpolated from observed gravity values.
 EB1774
 EB1774;                    North         East    Units  Estimated Accuracy
 EB1774;SPC SC       -   250,610.      801,000.      MT  (+/- 180 meters Scaled)
 EB1774
 EB1774                          SUPERSEDED SURVEY CONTROL
 EB1774
 EB1774  NGVD 29 (03/21/89)   27.185  (m)           89.19   (f) ADJUSTED    1 2
 EB1774
 EB1774.Superseded values are not recommended for survey control.
 EB1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1774.See file dsdata.txt to determine how the superseded data were derived.
 EB1774
 EB1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT913725(NAD 83)
 EB1774_MARKER: DD = SURVEY DISK
 EB1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1774_SP_SET: CONCRETE POST
 EB1774_STAMPING: VERT 26 287 1986
 EB1774_MARK LOGO: SCGS  
 EB1774_PROJECTION: RECESSED 5 CENTIMETERS
 EB1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1774
 EB1774  HISTORY     - Date     Condition        Report By
 EB1774  HISTORY     - 1986     MONUMENTED       SCGS
 EB1774  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 EB1774
 EB1774                          STATION DESCRIPTION
 EB1774
 EB1774'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1774'4.1 KM (2.55 MI) WNW FROM LORIS.
 EB1774'4.1 KM (2.55 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1774'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1774'SET IN FRONT OF THE JOHN DEERE IMPLEMENT STORE, 38.41 METERS (126.0
 EB1774'FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 19.32 METERS (63.4 FT)
 EB1774'SOUTHEAST OF THE WEST CORNER OF THE STORE, 20.19 METERS (66.2 FT) WEST
 EB1774'OF THE SOUTH CORNER OF THE STORE, 7.41 METERS (24.3 FT) SOUTHWEST OF
 EB1774'THE FACE OF THE STORE.
 EB1774
 EB1774                          STATION RECOVERY (2004)
 EB1774
 EB1774'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1775 ***********************************************************************
 EB1775  DESIGNATION -  26 288
 EB1775  PID         -  EB1775
 EB1775  STATE/COUNTY-  SC/HORRY
 EB1775  USGS QUAD   -  LORIS (1962)
 EB1775
 EB1775                         *CURRENT SURVEY CONTROL
 EB1775  ___________________________________________________________________
 EB1775* NAD 83(1986)-  34 04 53.     (N)    078 56 18.     (W)     SCALED    
 EB1775* NAVD 88     -        27.419  (meters)      89.96   (feet)  ADJUSTED  
 EB1775  ___________________________________________________________________
 EB1775  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EB1775  DYNAMIC HT  -          27.392 (meters)      89.87  (feet)  COMP
 EB1775  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 EB1775
 EB1775  VERT ORDER  -  FIRST     CLASS II
 EB1775
 EB1775.The horizontal coordinates were scaled from a topographic map and have
 EB1775.an estimated accuracy of +/- 6 seconds.
 EB1775
 EB1775.The orthometric height was determined by differential leveling
 EB1775.and adjusted by the National Geodetic Survey in June 1991..
 EB1775
 EB1775.The geoid height was determined by GEOID03.
 EB1775
 EB1775.The dynamic height is computed by dividing the NAVD 88
 EB1775.geopotential number by the normal gravity value computed on the
 EB1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1775.degrees latitude (g = 980.6199 gals.).
 EB1775
 EB1775.The modeled gravity was interpolated from observed gravity values.
 EB1775
 EB1775;                    North         East    Units  Estimated Accuracy
 EB1775;SPC SC       -   251,200.      799,840.      MT  (+/- 180 meters Scaled)
 EB1775
 EB1775                          SUPERSEDED SURVEY CONTROL
 EB1775
 EB1775  NGVD 29 (03/21/89)   27.733  (m)           90.99   (f) ADJUSTED    1 2
 EB1775
 EB1775.Superseded values are not recommended for survey control.
 EB1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1775.See file dsdata.txt to determine how the superseded data were derived.
 EB1775
 EB1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT902730(NAD 83)
 EB1775_MARKER: DD = SURVEY DISK
 EB1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1775_SP_SET: CONCRETE POST
 EB1775_STAMPING: VERT 26 288 1986
 EB1775_MARK LOGO: SCGS  
 EB1775_PROJECTION: FLUSH
 EB1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1775
 EB1775  HISTORY     - Date     Condition        Report By
 EB1775  HISTORY     - 1986     MONUMENTED       SCGS
 EB1775  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 EB1775
 EB1775                          STATION DESCRIPTION
 EB1775
 EB1775'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1775'5.4 KM (3.35 MI) WNW FROM LORIS.
 EB1775'5.5 KM (3.4 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1775'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1775'SET NEAR A POWER POLE WITH A SECURITY LIGHT AND TRANSFORMER ON THE
 EB1775'EAST SIDE OF A BRICK HOUSE ACROSS FROM THE JUNCTION OF STATE ROAD 933,
 EB1775'11.38 METERS (37.3 FT) EAST OF THE EAST CORNER OF THE HOUSE, 57.71
 EB1775'METERS (189.3 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 1.17 METERS
 EB1775'(3.84 FT) SOUTHEAST OF THE POWER POLE WITH GUY WIRE, 1.61 METERS (5.3
 EB1775'FT) EAST NORTHEAST OF THE EAST CORNER OF A BRICK PUMP SHED.
 EB1775
 EB1775                          STATION RECOVERY (2004)
 EB1775
 EB1775'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1776 ***********************************************************************
 EB1776  DESIGNATION -  26 289
 EB1776  PID         -  EB1776
 EB1776  STATE/COUNTY-  SC/HORRY
 EB1776  USGS QUAD   -  LORIS (1962)
 EB1776
 EB1776                         *CURRENT SURVEY CONTROL
 EB1776  ___________________________________________________________________
 EB1776* NAD 83(1986)-  34 05 17.     (N)    078 57 14.     (W)     SCALED    
 EB1776* NAVD 88     -        25.140  (meters)      82.48   (feet)  ADJUSTED  
 EB1776  ___________________________________________________________________
 EB1776  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 EB1776  DYNAMIC HT  -          25.115 (meters)      82.40  (feet)  COMP
 EB1776  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 EB1776
 EB1776  VERT ORDER  -  FIRST     CLASS II
 EB1776
 EB1776.The horizontal coordinates were scaled from a topographic map and have
 EB1776.an estimated accuracy of +/- 6 seconds.
 EB1776
 EB1776.The orthometric height was determined by differential leveling
 EB1776.and adjusted by the National Geodetic Survey in June 1991..
 EB1776
 EB1776.The geoid height was determined by GEOID03.
 EB1776
 EB1776.The dynamic height is computed by dividing the NAVD 88
 EB1776.geopotential number by the normal gravity value computed on the
 EB1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1776.degrees latitude (g = 980.6199 gals.).
 EB1776
 EB1776.The modeled gravity was interpolated from observed gravity values.
 EB1776
 EB1776;                    North         East    Units  Estimated Accuracy
 EB1776;SPC SC       -   251,910.      798,390.      MT  (+/- 180 meters Scaled)
 EB1776
 EB1776                          SUPERSEDED SURVEY CONTROL
 EB1776
 EB1776  NGVD 29 (03/21/89)   25.454  (m)           83.51   (f) ADJUSTED    1 2
 EB1776
 EB1776.Superseded values are not recommended for survey control.
 EB1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1776.See file dsdata.txt to determine how the superseded data were derived.
 EB1776
 EB1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT887738(NAD 83)
 EB1776_MARKER: DD = SURVEY DISK
 EB1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1776_SP_SET: CONCRETE POST
 EB1776_STAMPING: VERT 26 289 1986
 EB1776_MARK LOGO: SCGS  
 EB1776_PROJECTION: RECESSED 3 CENTIMETERS
 EB1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1776
 EB1776  HISTORY     - Date     Condition        Report By
 EB1776  HISTORY     - 1986     MONUMENTED       SCGS
 EB1776
 EB1776                          STATION DESCRIPTION
 EB1776
 EB1776'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1776'7.0 KM (4.35 MI) WNW FROM LORIS.
 EB1776'7.1 KM (4.4 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1776'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1776'SET NEAR A POWER POLE WITH A SECURITY LIGHT IN THE YARD OF A BRICK
 EB1776'HOUSE, 0.1 KM (0.05 MI) WEST NORTHWEST OF THE JUNCTION OF STATE ROAD
 EB1776'928, 51.78 METERS (169.9 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY,
 EB1776'1.86 METERS (6.1 FT) EAST SOUTHEAST OF THE POWER POLE, 20.8 METERS
 EB1776'(68.2 FT) SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE, 4.41 METERS
 EB1776'(14.5 FT) SOUTHWEST OF A 15-INCH WHITE OAK TREE, 20.23 METERS (66.4
 EB1776'FT) SOUTH SOUTHEAST OF THE EAST CORNER OF THE HOUSE.
 EB1776'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1777 ***********************************************************************
 EB1777  DESIGNATION -  26 290
 EB1777  PID         -  EB1777
 EB1777  STATE/COUNTY-  SC/HORRY
 EB1777  USGS QUAD   -  LORIS (1962)
 EB1777
 EB1777                         *CURRENT SURVEY CONTROL
 EB1777  ___________________________________________________________________
 EB1777* NAD 83(1986)-  34 05 38.     (N)    078 58 05.     (W)     SCALED    
 EB1777* NAVD 88     -        26.779  (meters)      87.86   (feet)  ADJUSTED  
 EB1777  ___________________________________________________________________
 EB1777  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 EB1777  DYNAMIC HT  -          26.753 (meters)      87.77  (feet)  COMP
 EB1777  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 EB1777
 EB1777  VERT ORDER  -  FIRST     CLASS II
 EB1777
 EB1777.The horizontal coordinates were scaled from a topographic map and have
 EB1777.an estimated accuracy of +/- 6 seconds.
 EB1777
 EB1777.The orthometric height was determined by differential leveling
 EB1777.and adjusted by the National Geodetic Survey in June 1991..
 EB1777
 EB1777.The geoid height was determined by GEOID03.
 EB1777
 EB1777.The dynamic height is computed by dividing the NAVD 88
 EB1777.geopotential number by the normal gravity value computed on the
 EB1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1777.degrees latitude (g = 980.6199 gals.).
 EB1777
 EB1777.The modeled gravity was interpolated from observed gravity values.
 EB1777
 EB1777;                    North         East    Units  Estimated Accuracy
 EB1777;SPC SC       -   252,530.      797,070.      MT  (+/- 180 meters Scaled)
 EB1777
 EB1777                          SUPERSEDED SURVEY CONTROL
 EB1777
 EB1777  NGVD 29 (03/21/89)   27.093  (m)           88.89   (f) ADJUSTED    1 2
 EB1777
 EB1777.Superseded values are not recommended for survey control.
 EB1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1777.See file dsdata.txt to determine how the superseded data were derived.
 EB1777
 EB1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT874744(NAD 83)
 EB1777_MARKER: DD = SURVEY DISK
 EB1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1777_SP_SET: CONCRETE POST
 EB1777_STAMPING: VERT 26 290 1986
 EB1777_MARK LOGO: SCGS  
 EB1777_PROJECTION: RECESSED 3 CENTIMETERS
 EB1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1777
 EB1777  HISTORY     - Date     Condition        Report By
 EB1777  HISTORY     - 1986     MONUMENTED       SCGS
 EB1777
 EB1777                          STATION DESCRIPTION
 EB1777
 EB1777'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1777'8.4 KM (5.2 MI) WNW FROM LORIS.
 EB1777'8.5 KM (5.3 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1777'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS,
 EB1777'SET NEAR A POWER POLE IN THE FRONT YARD OF A BRICK HOUSE, 0.1 KM
 EB1777'(0.05 MI) EAST SOUTHEAST OF A SAND ROAD LEADING SOUTHWEST, 14.95
 EB1777'METERS (49.0 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 11.4 METERS
 EB1777'(37.4 FT) NORTHWEST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 3.34
 EB1777'METERS (11.0 FT) NORTHEAST OF THE POWER POLE 797-I WITH A TRANSFORMER
 EB1777'AND GUY WIRE, 21.57 METERS (70.8 FT) SOUTH SOUTHWEST OF THE WEST
 EB1777'CORNER OF THE HOUSE, 5.02 METERS (16.5 FT) SOUTH SOUTHWEST OF THE
 EB1777'SOUTH CORNER OF A BRICK PUMP SHED.
 EB1777'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1778 ***********************************************************************
 EB1778  DESIGNATION -  26 291
 EB1778  PID         -  EB1778
 EB1778  STATE/COUNTY-  SC/HORRY
 EB1778  USGS QUAD   -  LORIS (1962)
 EB1778
 EB1778                         *CURRENT SURVEY CONTROL
 EB1778  ___________________________________________________________________
 EB1778* NAD 83(1986)-  34 05 57.     (N)    078 58 40.     (W)     SCALED    
 EB1778* NAVD 88     -        25.826  (meters)      84.73   (feet)  ADJUSTED  
 EB1778  ___________________________________________________________________
 EB1778  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EB1778  DYNAMIC HT  -          25.800 (meters)      84.65  (feet)  COMP
 EB1778  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 EB1778
 EB1778  VERT ORDER  -  FIRST     CLASS II
 EB1778
 EB1778.The horizontal coordinates were scaled from a topographic map and have
 EB1778.an estimated accuracy of +/- 6 seconds.
 EB1778
 EB1778.The orthometric height was determined by differential leveling
 EB1778.and adjusted by the National Geodetic Survey in June 1991..
 EB1778
 EB1778.The geoid height was determined by GEOID03.
 EB1778
 EB1778.The dynamic height is computed by dividing the NAVD 88
 EB1778.geopotential number by the normal gravity value computed on the
 EB1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1778.degrees latitude (g = 980.6199 gals.).
 EB1778
 EB1778.The modeled gravity was interpolated from observed gravity values.
 EB1778
 EB1778;                    North         East    Units  Estimated Accuracy
 EB1778;SPC SC       -   253,100.      796,160.      MT  (+/- 180 meters Scaled)
 EB1778
 EB1778                          SUPERSEDED SURVEY CONTROL
 EB1778
 EB1778  NGVD 29 (03/21/89)   26.138  (m)           85.75   (f) ADJUSTED    1 2
 EB1778
 EB1778.Superseded values are not recommended for survey control.
 EB1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1778.See file dsdata.txt to determine how the superseded data were derived.
 EB1778
 EB1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT865749(NAD 83)
 EB1778_MARKER: DD = SURVEY DISK
 EB1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1778_SP_SET: CONCRETE POST
 EB1778_STAMPING: VERT 26 291 1986
 EB1778_MARK LOGO: SCGS  
 EB1778_PROJECTION: FLUSH
 EB1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1778
 EB1778  HISTORY     - Date     Condition        Report By
 EB1778  HISTORY     - 1986     MONUMENTED       SCGS
 EB1778
 EB1778                          STATION DESCRIPTION
 EB1778
 EB1778'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1778'9.6 KM (5.95 MI) WNW FROM LORIS.
 EB1778'9.5 KM (5.9 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1778'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS
 EB1778'TO THE JUNCTION OF STATE HIGHWAY 410, THENCE 0.2 KM (0.1 MI) NORTHERLY
 EB1778'ALONG HIGHWAYS 410 AND 9 BUSINESS, SET NEAR A POWER POLE WITH A
 EB1778'SECURITY LIGHT BEHIND A WOODEN HOUSE, 1.15 METERS (3.8 FT) SOUTH OF
 EB1778'THE POWER POLE, 13.4 METERS (44.0 FT) EAST OF THE SOUTHEAST CORNER OF
 EB1778'THE HOUSE, 44.9 METERS (147.3 FT) EAST OF THE CENTER OF THE HIGHWAY,
 EB1778'2.1 METERS (6.9 FT) SOUTH OF THE SOUTHWEST CORNER OF A FIVE-STALL
 EB1778'GARAGE, 10.55 METERS (34.6 FT) NORTHEAST OF A 17-INCH WATER OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1779 ***********************************************************************
 EB1779  DESIGNATION -  26 292
 EB1779  PID         -  EB1779
 EB1779  STATE/COUNTY-  SC/HORRY
 EB1779  USGS QUAD   -  LORIS (1962)
 EB1779
 EB1779                         *CURRENT SURVEY CONTROL
 EB1779  ___________________________________________________________________
 EB1779* NAD 83(1986)-  34 06 52.     (N)    078 58 39.     (W)     SCALED    
 EB1779* NAVD 88     -        22.594  (meters)      74.13   (feet)  ADJUSTED  
 EB1779  ___________________________________________________________________
 EB1779  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EB1779  DYNAMIC HT  -          22.572 (meters)      74.06  (feet)  COMP
 EB1779  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 EB1779
 EB1779  VERT ORDER  -  FIRST     CLASS II
 EB1779
 EB1779.The horizontal coordinates were scaled from a topographic map and have
 EB1779.an estimated accuracy of +/- 6 seconds.
 EB1779
 EB1779.The orthometric height was determined by differential leveling
 EB1779.and adjusted by the National Geodetic Survey in June 1991..
 EB1779
 EB1779.The geoid height was determined by GEOID03.
 EB1779
 EB1779.The dynamic height is computed by dividing the NAVD 88
 EB1779.geopotential number by the normal gravity value computed on the
 EB1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1779.degrees latitude (g = 980.6199 gals.).
 EB1779
 EB1779.The modeled gravity was interpolated from observed gravity values.
 EB1779
 EB1779;                    North         East    Units  Estimated Accuracy
 EB1779;SPC SC       -   254,790.      796,150.      MT  (+/- 180 meters Scaled)
 EB1779
 EB1779                          SUPERSEDED SURVEY CONTROL
 EB1779
 EB1779  NGVD 29 (03/21/89)   22.907  (m)           75.15   (f) ADJUSTED    1 2
 EB1779
 EB1779.Superseded values are not recommended for survey control.
 EB1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1779.See file dsdata.txt to determine how the superseded data were derived.
 EB1779
 EB1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT865766(NAD 83)
 EB1779_MARKER: DD = SURVEY DISK
 EB1779_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EB1779_SP_SET: CURB ABOVE ABUTMENT
 EB1779_STAMPING: VERT 26 292 1986
 EB1779_MARK LOGO: SCGS  
 EB1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1779
 EB1779  HISTORY     - Date     Condition        Report By
 EB1779  HISTORY     - 1986     MONUMENTED       SCGS
 EB1779  HISTORY     - 1987     GOOD             USPSQD
 EB1779
 EB1779                          STATION DESCRIPTION
 EB1779
 EB1779'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1779'10.5 KM (6.5 MI) WNW FROM LORIS.
 EB1779'9.5 KM (5.9 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1779'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS
 EB1779'TO THE JUNCTION OF STATE HIGHWAY 410, THENCE 1.85 KM (1.15 MI)
 EB1779'NORTHERLY ALONG HIGHWAYS 410 AND 9 BUSINESS, SET NEAR THE SOUTHEAST
 EB1779'CORNER OF THE BRIDGE OVER MITCHELL SWAMP, THIS MARK IS SET IN THE CURB
 EB1779'ABOVE THE ABUTMENT.
 EB1779'THE MARK IS 0.94 METERS  NNW FROM  A WITNESS POST
 EB1779'THE MARK IS 0.24 M ABOVE BRIDGE DECK.
 EB1779
 EB1779                          STATION RECOVERY (1987)
 EB1779
 EB1779'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 EB1779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1784 ***********************************************************************
 EB1784  DESIGNATION -  26 293
 EB1784  PID         -  EB1784
 EB1784  STATE/COUNTY-  SC/HORRY
 EB1784  USGS QUAD   -  TABOR CITY WEST (1962)
 EB1784
 EB1784                         *CURRENT SURVEY CONTROL
 EB1784  ___________________________________________________________________
 EB1784* NAD 83(1986)-  34 07 44.     (N)    078 59 08.     (W)     SCALED    
 EB1784* NAVD 88     -        20.172  (meters)      66.18   (feet)  ADJUSTED  
 EB1784  ___________________________________________________________________
 EB1784  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 EB1784  DYNAMIC HT  -          20.152 (meters)      66.12  (feet)  COMP
 EB1784  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 EB1784
 EB1784  VERT ORDER  -  FIRST     CLASS II
 EB1784
 EB1784.The horizontal coordinates were scaled from a topographic map and have
 EB1784.an estimated accuracy of +/- 6 seconds.
 EB1784
 EB1784.The orthometric height was determined by differential leveling
 EB1784.and adjusted by the National Geodetic Survey in June 1991..
 EB1784
 EB1784.The geoid height was determined by GEOID03.
 EB1784
 EB1784.The dynamic height is computed by dividing the NAVD 88
 EB1784.geopotential number by the normal gravity value computed on the
 EB1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1784.degrees latitude (g = 980.6199 gals.).
 EB1784
 EB1784.The modeled gravity was interpolated from observed gravity values.
 EB1784
 EB1784;                    North         East    Units  Estimated Accuracy
 EB1784;SPC SC       -   256,380.      795,380.      MT  (+/- 180 meters Scaled)
 EB1784
 EB1784                          SUPERSEDED SURVEY CONTROL
 EB1784
 EB1784  NGVD 29 (03/21/89)   20.484  (m)           67.20   (f) ADJUSTED    1 2
 EB1784
 EB1784.Superseded values are not recommended for survey control.
 EB1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1784.See file dsdata.txt to determine how the superseded data were derived.
 EB1784
 EB1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT857782(NAD 83)
 EB1784_MARKER: DD = SURVEY DISK
 EB1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1784_SP_SET: CONCRETE POST
 EB1784_STAMPING: VERT 26 293 1986
 EB1784_MARK LOGO: SCGS  
 EB1784_PROJECTION: RECESSED 2 CENTIMETERS
 EB1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1784
 EB1784  HISTORY     - Date     Condition        Report By
 EB1784  HISTORY     - 1986     MONUMENTED       SCGS
 EB1784
 EB1784                          STATION DESCRIPTION
 EB1784
 EB1784'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1784'12.0 KM (7.45 MI) NW FROM LORIS.
 EB1784'9.5 KM (5.9 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1784'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS
 EB1784'TO THE JUNCTION OF STATE HIGHWAY 410, THENCE 2.3 KM (1.45 MI)
 EB1784'NORTHERLY ALONG HIGHWAYS 410 AND 9 BUSINESS TO THE JUNCTION OF STATE
 EB1784'HIGHWAY 9, CONTINUE 0.9 KM (0.55 MI) NORTHERLY ALONG HIGHWAY 410,
 EB1784'THENCE 1.0 KM (0.6 MI) WEST NORTHWESTERLY ALONG OLD STATE HIGHWAY 9,
 EB1784'THENCE 0.1 KM (0.05 MI) NORTH NORTHEAST ALONG THE SAND ENTRANCE TO THE
 EB1784'MITCHELL SEA BAPTIST CHURCH, SET NEAR A POWER POLE WITH A GUY WIRE AND
 EB1784'SECURITY LIGHT, 1.85 METERS (6.1 FT) NORTHEAST OF THE POWER POLE,
 EB1784'9.5 METERS (31.2 FT) NORTHEAST OF A 6-INCH SYCAMORE TREE, 15.35 METERS
 EB1784'(50.4 FT) WEST SOUTHWEST OF THE WEST CORNER OF THE CHURCH, 59.31
 EB1784'METERS (194.6 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 5.5 METERS
 EB1784'(18.0 FT) NORTHWEST OF THE CENTER OF THE DRIVE, 21.22 METERS (69.6 FT)
 EB1784'NORTHWEST OF A 13-INCH SYCAMORE TREE.
 EB1784'THE MARK IS 1.96 METERS  NE FROM  A WITNESS POST
 EB1784'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1785 ***********************************************************************
 EB1785  DESIGNATION -  26 294
 EB1785  PID         -  EB1785
 EB1785  STATE/COUNTY-  SC/HORRY
 EB1785  USGS QUAD   -  DUFORD (1980)
 EB1785
 EB1785                         *CURRENT SURVEY CONTROL
 EB1785  ___________________________________________________________________
 EB1785* NAD 83(1986)-  34 08 11.     (N)    079 00 02.     (W)     SCALED    
 EB1785* NAVD 88     -        25.583  (meters)      83.93   (feet)  ADJUSTED  
 EB1785  ___________________________________________________________________
 EB1785  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EB1785  DYNAMIC HT  -          25.558 (meters)      83.85  (feet)  COMP
 EB1785  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 EB1785
 EB1785  VERT ORDER  -  FIRST     CLASS II
 EB1785
 EB1785.The horizontal coordinates were scaled from a topographic map and have
 EB1785.an estimated accuracy of +/- 6 seconds.
 EB1785
 EB1785.The orthometric height was determined by differential leveling
 EB1785.and adjusted by the National Geodetic Survey in June 1991..
 EB1785
 EB1785.The geoid height was determined by GEOID03.
 EB1785
 EB1785.The dynamic height is computed by dividing the NAVD 88
 EB1785.geopotential number by the normal gravity value computed on the
 EB1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1785.degrees latitude (g = 980.6199 gals.).
 EB1785
 EB1785.The modeled gravity was interpolated from observed gravity values.
 EB1785
 EB1785;                    North         East    Units  Estimated Accuracy
 EB1785;SPC SC       -   257,190.      793,980.      MT  (+/- 180 meters Scaled)
 EB1785
 EB1785                          SUPERSEDED SURVEY CONTROL
 EB1785
 EB1785  NGVD 29 (03/21/89)   25.894  (m)           84.95   (f) ADJUSTED    1 2
 EB1785
 EB1785.Superseded values are not recommended for survey control.
 EB1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1785.See file dsdata.txt to determine how the superseded data were derived.
 EB1785
 EB1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT843790(NAD 83)
 EB1785_MARKER: DD = SURVEY DISK
 EB1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1785_SP_SET: CONCRETE POST
 EB1785_STAMPING: VERT 26 294 1986
 EB1785_MARK LOGO: SCGS  
 EB1785_PROJECTION: FLUSH
 EB1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1785
 EB1785  HISTORY     - Date     Condition        Report By
 EB1785  HISTORY     - 1986     MONUMENTED       SCGS
 EB1785
 EB1785                          STATION DESCRIPTION
 EB1785
 EB1785'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1785'13.6 KM (8.45 MI) NW FROM LORIS.
 EB1785'9.5 KM (5.9 MI) WEST NORTHWEST ALONG STATE HIGHWAY 9 BUSINESS (MAIN
 EB1785'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 701 (BROAD STREET) IN LORIS
 EB1785'TO THE JUNCTION OF STATE HIGHWAY 410, THENCE 2.3 KM (1.45 MI)
 EB1785'NORTHERLY ALONG HIGHWAYS 410 AND 9 BUSINESS, THENCE 3.0 KM (1.9 MI)
 EB1785'NORTHWESTERLY ALONG STATE HIGHWAY 9, SET NEAR THE SOUTH SOUTHEAST
 EB1785'CORNER OF A BRICK HOUSE, 0.25 KM (0.15 MI) EAST SOUTHEAST OF THE
 EB1785'JUNCTION OF STATE ROAD 142, 7.11 METERS (23.3 FT) SOUTH SOUTHEAST OF
 EB1785'THE SOUTH SOUTHEAST CORNER OF THE HOUSE, 5.47 METERS (18.0 FT) EAST OF
 EB1785'AN 11-INCH MAGNOLIA TREE, 33.82 METERS (111.0 FT) NORTHEAST OF THE
 EB1785'CENTER OF THE HIGHWAY, 25.3 METERS (83.0 FT) SOUTHEAST OF THE CENTER
 EB1785'OF THE DRIVEWAY TO THE HOUSE.
 EB1785'THE MARK IS 0.30 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1789 ***********************************************************************
 EB1789  DESIGNATION -  26 295
 EB1789  PID         -  EB1789
 EB1789  STATE/COUNTY-  SC/HORRY
 EB1789  USGS QUAD   -  DUFORD (1980)
 EB1789
 EB1789                         *CURRENT SURVEY CONTROL
 EB1789  ___________________________________________________________________
 EB1789* NAD 83(1986)-  34 08 40.     (N)    079 00 54.     (W)     SCALED    
 EB1789* NAVD 88     -        24.218  (meters)      79.46   (feet)  ADJUSTED  
 EB1789  ___________________________________________________________________
 EB1789  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 EB1789  DYNAMIC HT  -          24.194 (meters)      79.38  (feet)  COMP
 EB1789  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 EB1789
 EB1789  VERT ORDER  -  FIRST     CLASS II
 EB1789
 EB1789.The horizontal coordinates were scaled from a topographic map and have
 EB1789.an estimated accuracy of +/- 6 seconds.
 EB1789
 EB1789.The orthometric height was determined by differential leveling
 EB1789.and adjusted by the National Geodetic Survey in June 1991..
 EB1789
 EB1789.The geoid height was determined by GEOID03.
 EB1789
 EB1789.The dynamic height is computed by dividing the NAVD 88
 EB1789.geopotential number by the normal gravity value computed on the
 EB1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1789.degrees latitude (g = 980.6199 gals.).
 EB1789
 EB1789.The modeled gravity was interpolated from observed gravity values.
 EB1789
 EB1789;                    North         East    Units  Estimated Accuracy
 EB1789;SPC SC       -   258,050.      792,630.      MT  (+/- 180 meters Scaled)
 EB1789
 EB1789                          SUPERSEDED SURVEY CONTROL
 EB1789
 EB1789  NGVD 29 (03/21/89)   24.529  (m)           80.48   (f) ADJUSTED    1 2
 EB1789
 EB1789.Superseded values are not recommended for survey control.
 EB1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1789.See file dsdata.txt to determine how the superseded data were derived.
 EB1789
 EB1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT830799(NAD 83)
 EB1789_MARKER: DD = SURVEY DISK
 EB1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1789_SP_SET: CONCRETE POST
 EB1789_STAMPING: VERT 26 295 1986
 EB1789_MARK LOGO: SCGS  
 EB1789_PROJECTION: FLUSH
 EB1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1789
 EB1789  HISTORY     - Date     Condition        Report By
 EB1789  HISTORY     - 1986     MONUMENTED       SCGS
 EB1789
 EB1789                          STATION DESCRIPTION
 EB1789
 EB1789'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1789'15.5 KM (9.65 MI) SE FROM NICHOLS.
 EB1789'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1789'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1789'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1789'EAST NORTHEAST), CONTINUE 13.75 KM (8.55 MI) SOUTHEASTERLY ALONG STATE
 EB1789'HIGHWAY 9, SET NEAR A GROUP OF PINE TREES WEST OF A WOODEN HOUSE,
 EB1789'39.26 METERS (128.81 FT) WEST OF THE WEST CORNER OF THE HOUSE, 9.6
 EB1789'METERS (31.5 FT) NORTHWEST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE,
 EB1789'32.23 METERS (105.74 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY,
 EB1789'48.13 METERS (157.91 FT) EAST OF POWER POLE NUMBER 395 WITH A GUY
 EB1789'WIRE, 20.95 METERS (68.73 FT) WEST NORTHWEST OF A 10-INCH CEDAR TREE.
 EB1789'THE MARK IS 2.60 METERS  SW FROM  A WITNESS POST
 EB1789'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1790 ***********************************************************************
 EB1790  DESIGNATION -  26 296
 EB1790  PID         -  EB1790
 EB1790  STATE/COUNTY-  SC/HORRY
 EB1790  USGS QUAD   -  DUFORD (1980)
 EB1790
 EB1790                         *CURRENT SURVEY CONTROL
 EB1790  ___________________________________________________________________
 EB1790* NAD 83(1986)-  34 09 30.     (N)    079 01 55.     (W)     SCALED    
 EB1790* NAVD 88     -        27.555  (meters)      90.40   (feet)  ADJUSTED  
 EB1790  ___________________________________________________________________
 EB1790  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EB1790  DYNAMIC HT  -          27.527 (meters)      90.31  (feet)  COMP
 EB1790  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 EB1790
 EB1790  VERT ORDER  -  FIRST     CLASS II
 EB1790
 EB1790.The horizontal coordinates were scaled from a topographic map and have
 EB1790.an estimated accuracy of +/- 6 seconds.
 EB1790
 EB1790.The orthometric height was determined by differential leveling
 EB1790.and adjusted by the National Geodetic Survey in June 1991..
 EB1790
 EB1790.The geoid height was determined by GEOID03.
 EB1790
 EB1790.The dynamic height is computed by dividing the NAVD 88
 EB1790.geopotential number by the normal gravity value computed on the
 EB1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1790.degrees latitude (g = 980.6199 gals.).
 EB1790
 EB1790.The modeled gravity was interpolated from observed gravity values.
 EB1790
 EB1790;                    North         East    Units  Estimated Accuracy
 EB1790;SPC SC       -   259,560.      791,040.      MT  (+/- 180 meters Scaled)
 EB1790
 EB1790                          SUPERSEDED SURVEY CONTROL
 EB1790
 EB1790  NGVD 29 (03/21/89)   27.865  (m)           91.42   (f) ADJUSTED    1 2
 EB1790
 EB1790.Superseded values are not recommended for survey control.
 EB1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1790.See file dsdata.txt to determine how the superseded data were derived.
 EB1790
 EB1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT814814(NAD 83)
 EB1790_MARKER: DD = SURVEY DISK
 EB1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1790_SP_SET: CONCRETE POST
 EB1790_STAMPING: VERT 26 296 1986
 EB1790_MARK LOGO: SCGS  
 EB1790_PROJECTION: FLUSH
 EB1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1790
 EB1790  HISTORY     - Date     Condition        Report By
 EB1790  HISTORY     - 1986     MONUMENTED       SCGS
 EB1790
 EB1790                          STATION DESCRIPTION
 EB1790
 EB1790'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1790'13.5 KM (8.4 MI) SE FROM NICHOLS.
 EB1790'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1790'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1790'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1790'EAST NORTHEAST), CONTINUE 11.5 KM (7.15 MI) SOUTHEASTERLY ALONG
 EB1790'HIGHWAY 9, SET NEAR A POWER POLE WITH A SECURITY LIGHT AND A GUY WIRE
 EB1790'NEAR THE NORTHWEST CORNER OF THE MOUNT VERNON BAPTIST CHURCH, 31.29
 EB1790'METERS (102.7 FT) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 EB1790'13.2 METER (43.3 FT) NORTH NORTHWEST OF THE NORTHEAST CORNER OF THE
 EB1790'CHURCH, 3.4 METERS (11.2 FT) NORTH NORTHWEST OF THE POWER POLE,
 EB1790'16.57 METERS (54.4 FT) EAST NORTHEAST OF THE NORTHEAST CORNER OF A
 EB1790'CONCRETE BLOCK CLASSROOM BUILDING.
 EB1790'THE MARK IS 1.66 METERS  N FROM  A WITNESS POST
 EB1790'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1791 ***********************************************************************
 EB1791  DESIGNATION -  26 297
 EB1791  PID         -  EB1791
 EB1791  STATE/COUNTY-  SC/HORRY
 EB1791  USGS QUAD   -  DUFORD (1980)
 EB1791
 EB1791                         *CURRENT SURVEY CONTROL
 EB1791  ___________________________________________________________________
 EB1791* NAD 83(1986)-  34 10 12.     (N)    079 02 20.     (W)     SCALED    
 EB1791* NAVD 88     -        29.043  (meters)      95.29   (feet)  ADJUSTED  
 EB1791  ___________________________________________________________________
 EB1791  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 EB1791  DYNAMIC HT  -          29.014 (meters)      95.19  (feet)  COMP
 EB1791  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 EB1791
 EB1791  VERT ORDER  -  FIRST     CLASS II
 EB1791
 EB1791.The horizontal coordinates were scaled from a topographic map and have
 EB1791.an estimated accuracy of +/- 6 seconds.
 EB1791
 EB1791.The orthometric height was determined by differential leveling
 EB1791.and adjusted by the National Geodetic Survey in June 1991..
 EB1791
 EB1791.The geoid height was determined by GEOID03.
 EB1791
 EB1791.The dynamic height is computed by dividing the NAVD 88
 EB1791.geopotential number by the normal gravity value computed on the
 EB1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1791.degrees latitude (g = 980.6199 gals.).
 EB1791
 EB1791.The modeled gravity was interpolated from observed gravity values.
 EB1791
 EB1791;                    North         East    Units  Estimated Accuracy
 EB1791;SPC SC       -   260,840.      790,370.      MT  (+/- 180 meters Scaled)
 EB1791
 EB1791                          SUPERSEDED SURVEY CONTROL
 EB1791
 EB1791  NGVD 29 (03/21/89)   29.352  (m)           96.30   (f) ADJUSTED    1 2
 EB1791
 EB1791.Superseded values are not recommended for survey control.
 EB1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1791.See file dsdata.txt to determine how the superseded data were derived.
 EB1791
 EB1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT807827(NAD 83)
 EB1791_MARKER: DD = SURVEY DISK
 EB1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1791_SP_SET: CONCRETE POST
 EB1791_STAMPING: VERT 26 297 1986
 EB1791_MARK LOGO: SCGS  
 EB1791_PROJECTION: FLUSH
 EB1791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1791
 EB1791  HISTORY     - Date     Condition        Report By
 EB1791  HISTORY     - 1986     MONUMENTED       SCGS
 EB1791  HISTORY     - 1987     GOOD             USPSQD
 EB1791
 EB1791                          STATION DESCRIPTION
 EB1791
 EB1791'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1791'12.2 KM (7.6 MI) SE FROM NICHOLS.
 EB1791'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1791'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1791'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1791'EAST NORTHEAST), CONTINUE 10.05 KM (6.25 MI) SOUTHEASTERLY ALONG
 EB1791'HIGHWAY 9, SET NEAR A 10-INCH SYCAMORE TREE IN FRONT OF THE GREEN SEA
 EB1791'FLOYDS ELEMENTARY SCHOOL ANNEX, 36.53 METERS (119.8 FT) WEST SOUTHWEST
 EB1791'OF THE CENTER OF THE HIGHWAY, 3.23 METERS (10.6 FT) WEST SOUTHWEST OF
 EB1791'THE TREE, 11.97 METERS (39.3 FT) NORTH OF THE NORTHEAST CORNER OF THE
 EB1791'EAST WING OF THE SCHOOL, 9.6 METERS (31.5 FT) EAST OF A POWER POLE
 EB1791'WITH A GUY WIRE, 27.19 METERS (89.2 FT) SOUTHWEST OF A POWER POLE WITH
 EB1791'TWO TRANSFORMERS AND A GUY WIRE.
 EB1791'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1791
 EB1791                          STATION RECOVERY (1987)
 EB1791
 EB1791'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 EB1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1792 ***********************************************************************
 EB1792  DESIGNATION -  26 298
 EB1792  PID         -  EB1792
 EB1792  STATE/COUNTY-  SC/HORRY
 EB1792  USGS QUAD   -  DUFORD (1980)
 EB1792
 EB1792                         *CURRENT SURVEY CONTROL
 EB1792  ___________________________________________________________________
 EB1792* NAD 83(1986)-  34 10 42.     (N)    079 02 35.     (W)     SCALED    
 EB1792* NAVD 88     -        29.429  (meters)      96.55   (feet)  ADJUSTED  
 EB1792  ___________________________________________________________________
 EB1792  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 EB1792  DYNAMIC HT  -          29.400 (meters)      96.46  (feet)  COMP
 EB1792  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 EB1792
 EB1792  VERT ORDER  -  FIRST     CLASS II
 EB1792
 EB1792.The horizontal coordinates were scaled from a topographic map and have
 EB1792.an estimated accuracy of +/- 6 seconds.
 EB1792
 EB1792.The orthometric height was determined by differential leveling
 EB1792.and adjusted by the National Geodetic Survey in June 1991..
 EB1792
 EB1792.The geoid height was determined by GEOID03.
 EB1792
 EB1792.The dynamic height is computed by dividing the NAVD 88
 EB1792.geopotential number by the normal gravity value computed on the
 EB1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1792.degrees latitude (g = 980.6199 gals.).
 EB1792
 EB1792.The modeled gravity was interpolated from observed gravity values.
 EB1792
 EB1792;                    North         East    Units  Estimated Accuracy
 EB1792;SPC SC       -   261,760.      789,970.      MT  (+/- 180 meters Scaled)
 EB1792
 EB1792                          SUPERSEDED SURVEY CONTROL
 EB1792
 EB1792  NGVD 29 (03/21/89)   29.739  (m)           97.57   (f) ADJUSTED    1 2
 EB1792
 EB1792.Superseded values are not recommended for survey control.
 EB1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1792.See file dsdata.txt to determine how the superseded data were derived.
 EB1792
 EB1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT803836(NAD 83)
 EB1792_MARKER: DD = SURVEY DISK
 EB1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1792_SP_SET: CONCRETE POST
 EB1792_STAMPING: VERT 26 298 1986
 EB1792_MARK LOGO: SCGS  
 EB1792_PROJECTION: FLUSH
 EB1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1792
 EB1792  HISTORY     - Date     Condition        Report By
 EB1792  HISTORY     - 1986     MONUMENTED       SCGS
 EB1792
 EB1792                          STATION DESCRIPTION
 EB1792
 EB1792'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1792'11.3 KM (7.0 MI) SE FROM NICHOLS.
 EB1792'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1792'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1792'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1792'EAST NORTHEAST), CONTINUE 9.0 KM (5.6 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1792'9, SET IN THE YARD OF A WOODEN HOUSE IN THE EAST ANGLE OF A SAND ROAD
 EB1792'LEADING EAST NORTHEAST, 41.5 METERS (136.2 FT) EAST NORTHEAST OF THE
 EB1792'CENTER OF THE HIGHWAY, 17.76 METERS (58.3 FT) NORTH NORTHWEST OF THE
 EB1792'NORTH CORNER OF THE HOUSE, 12.3 METERS (40.4 FT) SOUTH SOUTHEAST OF
 EB1792'THE CENTER OF THE SAND ROAD, 17.02 METERS (55.8 FT) WEST OF A 14-INCH
 EB1792'HICKORY TREE, 13.7 METERS (45.0 FT) NORTHWEST OF A 9-INCH HICKORY
 EB1792'TREE.
 EB1792'THE MARK IS 0.1 M ABOVE THE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1797 ***********************************************************************
 EB1797  DESIGNATION -  26 299
 EB1797  PID         -  EB1797
 EB1797  STATE/COUNTY-  SC/HORRY
 EB1797  USGS QUAD   -  DUFORD (1980)
 EB1797
 EB1797                         *CURRENT SURVEY CONTROL
 EB1797  ___________________________________________________________________
 EB1797* NAD 83(1986)-  34 11 46.     (N)    079 04 38.     (W)     SCALED    
 EB1797* NAVD 88     -        28.773  (meters)      94.40   (feet)  ADJUSTED  
 EB1797  ___________________________________________________________________
 EB1797  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 EB1797  DYNAMIC HT  -          28.745 (meters)      94.31  (feet)  COMP
 EB1797  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 EB1797
 EB1797  VERT ORDER  -  FIRST     CLASS II
 EB1797
 EB1797.The horizontal coordinates were scaled from a topographic map and have
 EB1797.an estimated accuracy of +/- 6 seconds.
 EB1797
 EB1797.The orthometric height was determined by differential leveling
 EB1797.and adjusted by the National Geodetic Survey in June 1991..
 EB1797
 EB1797.The geoid height was determined by GEOID03.
 EB1797
 EB1797.The dynamic height is computed by dividing the NAVD 88
 EB1797.geopotential number by the normal gravity value computed on the
 EB1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1797.degrees latitude (g = 980.6199 gals.).
 EB1797
 EB1797.The modeled gravity was interpolated from observed gravity values.
 EB1797
 EB1797;                    North         East    Units  Estimated Accuracy
 EB1797;SPC SC       -   263,670.      786,790.      MT  (+/- 180 meters Scaled)
 EB1797
 EB1797                          SUPERSEDED SURVEY CONTROL
 EB1797
 EB1797  NGVD 29 (03/21/89)   29.082  (m)           95.41   (f) ADJUSTED    1 2
 EB1797
 EB1797.Superseded values are not recommended for survey control.
 EB1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1797.See file dsdata.txt to determine how the superseded data were derived.
 EB1797
 EB1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT771855(NAD 83)
 EB1797_MARKER: DD = SURVEY DISK
 EB1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1797_SP_SET: CONCRETE POST
 EB1797_STAMPING: VERT 26 299 1986
 EB1797_MARK LOGO: SCGS  
 EB1797_PROJECTION: FLUSH
 EB1797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1797+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 EB1797
 EB1797  HISTORY     - Date     Condition        Report By
 EB1797  HISTORY     - 1986     MONUMENTED       SCGS
 EB1797  HISTORY     - 20010919 GOOD             SCGS
 EB1797
 EB1797                          STATION DESCRIPTION
 EB1797
 EB1797'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1797'7.6 KM (4.75 MI) SE FROM NICHOLS.
 EB1797'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1797'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1797'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1797'NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY 9,
 EB1797'SET NEAR THE SOUTH CORNER OF A BRICK HOUSE ACROSS FROM THE JUNCTION OF
 EB1797'STATE ROAD 19, 5.35 METERS (17.6 FT) EAST NORTHEAST OF A 33-INCH LIVE
 EB1797'OAK TREE, 7.1 METERS (23.3 FT) SOUTH OF THE HOUSE CORNER, 37.98 METERS
 EB1797'(124.6 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 15.4 METERS
 EB1797'(50.5 FT) EAST SOUTHEAST OF A 36-INCH LIVE OAK TREE, 2.25 METERS
 EB1797'(7.4 FT) NORTHWEST OF THE CENTER OF A DRAINAGE DITCH, 22.55 METERS
 EB1797'(74.0 FT) WEST OF THE WEST CORNER OF A WOODEN HOUSE.
 EB1797'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1797
 EB1797                          STATION RECOVERY (2001)
 EB1797
 EB1797'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1797'STATION IS LOCATED 4.8 MILES (7.7 KM) EAST SOUTHEAST OF NICHOLS, 24.9
 EB1797'MILES (40.1 KM) NORTH OF CONWAY.  OWNERSHIP--DOROTHY ANDERSON, 7826
 EB1797'HIGHWAY 9, NICHOLS, SC 29581, PHONE 843-392-3671.  TO REACH THE
 EB1797'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 76 AND STATE HIGHWAY 9, 1.6
 EB1797'MILES (2.6 KM) EAST SOUTHEAST OF NICHOLS, GO SOUTHEAST ON HIGHWAY 9
 EB1797'FOR 3.1 MILES (5.0 KM) TO THE STATION ON THE LEFT IN THE SOUTH YARD OF
 EB1797'A BRICK HOUSE NUMBER 7826 AND OPPOSITE THE JUNCTION OF STATE ROAD 19.
 EB1797'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB1797'HIGHWAY, 23.2 FEET (7.1 M) SOUTH OF THE SOUTH CORNER OF THE HOUSE,
 EB1797'73.9 FEET (22.5 M) WEST NORTHWEST OF THE WEST CORNER OF THE MAIN
 EB1797'PORTION OF A WOODEN HOUSE NUMBER 7820, 7.5 FEET (2.3 M) NORTHWEST OF
 EB1797'THE CENTER OF A DRAINAGE DITCH, 92.2 FEET (28.1 M) NORTHEAST OF THE
 EB1797'CENTER OF THE HIGHWAY, 17.5 FEET (5.3 M) EAST NORTHEAST OF A 3.2-FOOT
 EB1797'OAK TREE, 27.7 FEET (8.4 M) NORTH NORTHEAST OF A POWER LINE STUB POLE
 EB1797'WITH A SCGS REFERENCE WASHER ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1798 ***********************************************************************
 EB1798  DESIGNATION -  26 300
 EB1798  PID         -  EB1798
 EB1798  STATE/COUNTY-  SC/HORRY
 EB1798  USGS QUAD   -  DUFORD (1980)
 EB1798
 EB1798                         *CURRENT SURVEY CONTROL
 EB1798  ___________________________________________________________________
 EB1798* NAD 83(1986)-  34 12 18.     (N)    079 05 28.     (W)     SCALED    
 EB1798* NAVD 88     -        22.548  (meters)      73.98   (feet)  ADJUSTED  
 EB1798  ___________________________________________________________________
 EB1798  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 EB1798  DYNAMIC HT  -          22.526 (meters)      73.90  (feet)  COMP
 EB1798  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 EB1798
 EB1798  VERT ORDER  -  FIRST     CLASS II
 EB1798
 EB1798.The horizontal coordinates were scaled from a topographic map and have
 EB1798.an estimated accuracy of +/- 6 seconds.
 EB1798
 EB1798.The orthometric height was determined by differential leveling
 EB1798.and adjusted by the National Geodetic Survey in June 1991..
 EB1798
 EB1798.The geoid height was determined by GEOID03.
 EB1798
 EB1798.The dynamic height is computed by dividing the NAVD 88
 EB1798.geopotential number by the normal gravity value computed on the
 EB1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1798.degrees latitude (g = 980.6199 gals.).
 EB1798
 EB1798.The modeled gravity was interpolated from observed gravity values.
 EB1798
 EB1798;                    North         East    Units  Estimated Accuracy
 EB1798;SPC SC       -   264,640.      785,490.      MT  (+/- 180 meters Scaled)
 EB1798
 EB1798                          SUPERSEDED SURVEY CONTROL
 EB1798
 EB1798  NGVD 29 (03/21/89)   22.856  (m)           74.99   (f) ADJUSTED    1 2
 EB1798
 EB1798.Superseded values are not recommended for survey control.
 EB1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1798.See file dsdata.txt to determine how the superseded data were derived.
 EB1798
 EB1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT758865(NAD 83)
 EB1798_MARKER: DD = SURVEY DISK
 EB1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1798_SP_SET: CONCRETE POST
 EB1798_STAMPING: VERT 26 300 1986
 EB1798_MARK LOGO: SCGS  
 EB1798_PROJECTION: PROJECTING 10 CENTIMETERS
 EB1798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1798
 EB1798  HISTORY     - Date     Condition        Report By
 EB1798  HISTORY     - 1986     MONUMENTED       SCGS
 EB1798  HISTORY     - 1987     GOOD             USPSQD
 EB1798  HISTORY     - 20010828 MARK NOT FOUND   SCGS
 EB1798
 EB1798                          STATION DESCRIPTION
 EB1798
 EB1798'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1798'5.9 KM (3.65 MI) SE FROM NICHOLS.
 EB1798'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1798'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1798'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1798'NORTHEAST), CONTINUE 3.5 KM (2.2 MI) SOUTHEASTERLY ALONG HIGHWAY 9,
 EB1798'SET IN THE EAST ANGLE OF A WOODS ROAD LEADING NORTHEAST, 20.55 METERS
 EB1798'(67.4 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 4.1 METERS (13.4 FT)
 EB1798'SOUTHEAST OF THE CENTER OF THE WOODS ROAD, 3.35 METERS (11.0 FT)
 EB1798'NORTHEAST OF A 24-INCH BLAZED PINE TREE.
 EB1798'THE MARK IS 0.72 METERS  NE FROM  A WITNESS POST
 EB1798'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1798
 EB1798                          STATION RECOVERY (1987)
 EB1798
 EB1798'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 EB1798'RECOVERED IN GOOD CONDITION.
 EB1798
 EB1798                          STATION RECOVERY (2001)
 EB1798
 EB1798'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1798'NOT RECOVERED, SEARCH WAS CONDUCTED FOR 30 MINUTES WITH NO RESULTS,
 EB1798'STATION IS LOCATED IN A STAND OF PINES AND NO EVIDENCE OF THE ACCESS
 EB1798'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1799 ***********************************************************************
 EB1799  DESIGNATION -  26 301
 EB1799  PID         -  EB1799
 EB1799  STATE/COUNTY-  SC/HORRY
 EB1799  USGS QUAD   -  DUFORD (1980)
 EB1799
 EB1799                         *CURRENT SURVEY CONTROL
 EB1799  ___________________________________________________________________
 EB1799* NAD 83(1986)-  34 12 51.     (N)    079 06 29.     (W)     SCALED    
 EB1799* NAVD 88     -        20.709  (meters)      67.94   (feet)  ADJUSTED  
 EB1799  ___________________________________________________________________
 EB1799  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EB1799  DYNAMIC HT  -          20.688 (meters)      67.87  (feet)  COMP
 EB1799  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 EB1799
 EB1799  VERT ORDER  -  FIRST     CLASS II
 EB1799
 EB1799.The horizontal coordinates were scaled from a topographic map and have
 EB1799.an estimated accuracy of +/- 6 seconds.
 EB1799
 EB1799.The orthometric height was determined by differential leveling
 EB1799.and adjusted by the National Geodetic Survey in June 1991..
 EB1799
 EB1799.The geoid height was determined by GEOID03.
 EB1799
 EB1799.The dynamic height is computed by dividing the NAVD 88
 EB1799.geopotential number by the normal gravity value computed on the
 EB1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1799.degrees latitude (g = 980.6199 gals.).
 EB1799
 EB1799.The modeled gravity was interpolated from observed gravity values.
 EB1799
 EB1799;                    North         East    Units  Estimated Accuracy
 EB1799;SPC SC       -   265,620.      783,910.      MT  (+/- 180 meters Scaled)
 EB1799
 EB1799                          SUPERSEDED SURVEY CONTROL
 EB1799
 EB1799  NGVD 29 (03/21/89)   21.017  (m)           68.95   (f) ADJUSTED    1 2
 EB1799
 EB1799.Superseded values are not recommended for survey control.
 EB1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1799.See file dsdata.txt to determine how the superseded data were derived.
 EB1799
 EB1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT742875(NAD 83)
 EB1799_MARKER: DD = SURVEY DISK
 EB1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1799_SP_SET: CONCRETE POST
 EB1799_STAMPING: VERT 26 301 1986
 EB1799_MARK LOGO: SCGS  
 EB1799_PROJECTION: FLUSH
 EB1799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1799+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 EB1799
 EB1799  HISTORY     - Date     Condition        Report By
 EB1799  HISTORY     - 1986     MONUMENTED       SCGS
 EB1799  HISTORY     - 20010913 GOOD             SCGS
 EB1799
 EB1799                          STATION DESCRIPTION
 EB1799
 EB1799'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1799'4.2 KM (2.6 MI) SE FROM NICHOLS.
 EB1799'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1799'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1799'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1799'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1799'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 0.1 KM (0.05
 EB1799'MI) SOUTHWEST ALONG ROAD 23, SET IN A GROUP OF PINE TREES NEAR A
 EB1799'CONCRETE DRIVEWAY OF A BRICK HOUSE, 48.3 METERS (158.5 FT) NORTHEAST
 EB1799'OF THE CENTER OF A SAND ROAD LEADING NORTHWEST, 9.3 METERS (30.5 FT)
 EB1799'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 22.95 METERS (75.3 FT) SOUTH
 EB1799'SOUTHWEST OF THE SOUTH CORNER OF THE GARAGE, 18.95 METERS (62.2 FT)
 EB1799'NORTHWEST OF THE CENTER OF THE ROAD.
 EB1799
 EB1799                          STATION RECOVERY (2001)
 EB1799
 EB1799'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1799'STATION IS LOCATED 2.6 MILES (4.2 KM) EAST SOUTHEAST OF NICHOLS, 26.3
 EB1799'MILES (42.3 KM) NORTH OF CONWAY.  OWNERSHIP--JUDY FORD, 8987 HIGHWAY
 EB1799'9, NICHOLS, SC 29581, PHONE 843-392-3498.  TO REACH THE STATION FROM
 EB1799'THE SOUTHEAST JUNCTION OF U.S.  HIGHWAY 76 AND STATE HIGHWAY 9, 1.7
 EB1799'MILES (2.7 KM) SOUTHEAST OF NICHOLS, GO SOUTHEAST ON HIGHWAY 9 FOR 1.0
 EB1799'MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 23 , TURN RIGHT ON ROAD 23
 EB1799'FOR 0.05 MILE (0.08 KM) TO THE STATION IN THE WEST ANGLE OF A CONCRETE
 EB1799'DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 8987.  STATION IS A CONCRETE
 EB1799'POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD,
 EB1799'8.1 FEET (2.5 M) SOUTH SOUTHEAST OF A WOODEN BIRD FEEDER POST, 75.3
 EB1799'FEET (23.0 M) SOUTH SOUTHWEST OF THE SOUTHWEST GARAGE CORNER OF THE
 EB1799'HOUSE, 62.0 FEET (18.9 M) NORTHWEST OF THE CENTER OF THE ROAD, 23.7
 EB1799'FEET (7.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1802 ***********************************************************************
 EB1802  DESIGNATION -  26 302
 EB1802  PID         -  EB1802
 EB1802  STATE/COUNTY-  SC/HORRY
 EB1802  USGS QUAD   -  DUFORD (1980)
 EB1802
 EB1802                         *CURRENT SURVEY CONTROL
 EB1802  ___________________________________________________________________
 EB1802* NAD 83(1986)-  34 13 22.     (N)    079 07 14.     (W)     SCALED    
 EB1802* NAVD 88     -        18.872  (meters)      61.92   (feet)  ADJUSTED  
 EB1802  ___________________________________________________________________
 EB1802  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 EB1802  DYNAMIC HT  -          18.853 (meters)      61.85  (feet)  COMP
 EB1802  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 EB1802
 EB1802  VERT ORDER  -  FIRST     CLASS II
 EB1802
 EB1802.The horizontal coordinates were scaled from a topographic map and have
 EB1802.an estimated accuracy of +/- 6 seconds.
 EB1802
 EB1802.The orthometric height was determined by differential leveling
 EB1802.and adjusted by the National Geodetic Survey in June 1991..
 EB1802
 EB1802.The geoid height was determined by GEOID03.
 EB1802
 EB1802.The dynamic height is computed by dividing the NAVD 88
 EB1802.geopotential number by the normal gravity value computed on the
 EB1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1802.degrees latitude (g = 980.6199 gals.).
 EB1802
 EB1802.The modeled gravity was interpolated from observed gravity values.
 EB1802
 EB1802;                    North         East    Units  Estimated Accuracy
 EB1802;SPC SC       -   266,560.      782,740.      MT  (+/- 180 meters Scaled)
 EB1802
 EB1802                          SUPERSEDED SURVEY CONTROL
 EB1802
 EB1802  NGVD 29 (03/21/89)   19.180  (m)           62.93   (f) ADJUSTED    1 2
 EB1802
 EB1802.Superseded values are not recommended for survey control.
 EB1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1802.See file dsdata.txt to determine how the superseded data were derived.
 EB1802
 EB1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT731884(NAD 83)
 EB1802_MARKER: DD = SURVEY DISK
 EB1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1802_SP_SET: CONCRETE POST
 EB1802_STAMPING: VERT 26 302 1986
 EB1802_MARK LOGO: SCGS  
 EB1802_PROJECTION: RECESSED 3 CENTIMETERS
 EB1802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1802+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 EB1802
 EB1802  HISTORY     - Date     Condition        Report By
 EB1802  HISTORY     - 1986     MONUMENTED       SCGS
 EB1802  HISTORY     - 20010913 GOOD             SCGS
 EB1802
 EB1802                          STATION DESCRIPTION
 EB1802
 EB1802'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1802'2.7 KM (1.7 MI) ESE FROM NICHOLS.
 EB1802'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1802'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1802'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1802'NORTHEAST), CONTINUE 0.2 KM (0.1 MI) SOUTHEASTERLY ALONG HIGHWAY 9,
 EB1802'SET BEHIND A L-SHAPED BRICK ENTRANCEWAY IN THE SOUTH ANGLE OF THE MAIN
 EB1802'ENTRANCE TO THE RIVERSIDE CEMETARY, 18.34 METERS (60.2 FT) SOUTHWEST
 EB1802'OF THE CENTER OF THE HIGHWAY, 5.4 METERS (17.7 FT) EAST OF THE CENTER
 EB1802'OF THE ENTRANCE, 3.7 METERS (12.1 FT) NORTHEAST OF AN 11-INCH DOGWOOD
 EB1802'TREE, 9.65 METERS (31.7 FT) EAST OF A 12-INCH SWEETGUM TREE,
 EB1802'2.07 METERS (6.8 FT) EAST SOUTHEAST OF SOUTHWEST CORNER THE
 EB1802'ENTRANCEWAY.
 EB1802'THE MARK IS 1.17 METERS  WSW FROM  A WITNESS POST
 EB1802'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EB1802
 EB1802                          STATION RECOVERY (2001)
 EB1802
 EB1802'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1802'STATION IS LOCATED 1.7 MILES (2.7 KM) EAST SOUTHEAST OF NICHOLS, 27.0
 EB1802'MILES (43.5 KM) NORTH OF CONWAY.  OWNERSHIP--JAMES A.  BATTLE, P.O.
 EB1802'BOX 211, NICHOLS, SC 29581, PHONE 843-526-2381.  TO REACH THE STATION
 EB1802'FROM THE SOUTHEAST JUNCTION OF U.S.  HIGHWAY 76 AND STATE HIGHWAY 9,
 EB1802'1.7 MILES (2.7 KM) SOUTHEAST OF NICHOLS, GO SOUTHEAST ON HIGHWAY 9 FOR
 EB1802'0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT BEHIND THE SOUTHERN
 EB1802'BRICK MAIN ENTRANCE-WAY MARKER OF THE RIVERSIDE CEMETERY.  STATION IS
 EB1802'A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 2.0 FEET (0.6 M) ABOVE
 EB1802'THE HIGHWAY, 17.0 FEET (5.2 M) EAST OF THE CENTER OF THE DIRT ENTRANCE
 EB1802'OF THE CEMETERY, 3.5 FEET (1.1 M) WEST SOUTHWEST OF THE SOUTH CORNER
 EB1802'OF THE ENTRANCE-WAY MARKER, 60.0 FEET (18.3 M) SOUTH SOUTHWEST OF THE
 EB1802'CENTER OF THE HIGHWAY, 7.0 FEET (2.1 M) EAST SOUTHEAST OF THE WEST
 EB1802'CORNER OF THE ENTRANCE-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1853 ***********************************************************************
 EB1853  DESIGNATION -  26 303
 EB1853  PID         -  EB1853
 EB1853  STATE/COUNTY-  SC/HORRY
 EB1853  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1853
 EB1853                         *CURRENT SURVEY CONTROL
 EB1853  ___________________________________________________________________
 EB1853* NAD 83(1986)-  34 03 19.     (N)    079 14 27.     (W)     SCALED    
 EB1853* NAVD 88     -        16.369  (meters)      53.70   (feet)  ADJUSTED  
 EB1853  ___________________________________________________________________
 EB1853  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EB1853  DYNAMIC HT  -          16.353 (meters)      53.65  (feet)  COMP
 EB1853  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 EB1853
 EB1853  VERT ORDER  -  FIRST     CLASS II
 EB1853
 EB1853.The horizontal coordinates were scaled from a topographic map and have
 EB1853.an estimated accuracy of +/- 6 seconds.
 EB1853
 EB1853.The orthometric height was determined by differential leveling
 EB1853.and adjusted by the National Geodetic Survey in June 1991..
 EB1853
 EB1853.The geoid height was determined by GEOID03.
 EB1853
 EB1853.The dynamic height is computed by dividing the NAVD 88
 EB1853.geopotential number by the normal gravity value computed on the
 EB1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1853.degrees latitude (g = 980.6199 gals.).
 EB1853
 EB1853.The modeled gravity was interpolated from observed gravity values.
 EB1853
 EB1853;                    North         East    Units  Estimated Accuracy
 EB1853;SPC SC       -   247,790.      771,980.      MT  (+/- 180 meters Scaled)
 EB1853
 EB1853                          SUPERSEDED SURVEY CONTROL
 EB1853
 EB1853  NGVD 29 (03/21/89)   16.676  (m)           54.71   (f) ADJUSTED    1 2
 EB1853
 EB1853.Superseded values are not recommended for survey control.
 EB1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1853.See file dsdata.txt to determine how the superseded data were derived.
 EB1853
 EB1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT623696(NAD 83)
 EB1853_MARKER: DD = SURVEY DISK
 EB1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1853_SP_SET: CONCRETE POST
 EB1853_STAMPING: VERT 26 303 1986
 EB1853_MARK LOGO: SCGS  
 EB1853_PROJECTION: FLUSH
 EB1853_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1853+STABILITY: SURFACE MOTION
 EB1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1853+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 EB1853
 EB1853  HISTORY     - Date     Condition        Report By
 EB1853  HISTORY     - 1986     MONUMENTED       SCGS
 EB1853  HISTORY     - 1987     GOOD             SCGS
 EB1853  HISTORY     - 20011003 GOOD             SCGS
 EB1853
 EB1853                          STATION DESCRIPTION
 EB1853
 EB1853'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1853'7.2 KM (4.45 MI) NNW FROM AYNOR.
 EB1853'6.8 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE JUNCTION
 EB1853'OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 0.2 KM (0.1 MI)
 EB1853'NORTHEAST ALONG STATE ROAD 99, SET NEAR A CONCRETE TENNIS COURT IN THE
 EB1853'BACK YARD OF A TWO STORY BRICK HOUSE, 0.55 KM (0.35 MI) SOUTHEAST OF
 EB1853'THE ERNEST L. ANDERSON BRIDGE OVER THE LITTLE PEE DEE RIVER AT
 EB1853'GALIVANTS FERRY, 5.45 METERS (17.9 FT) NORTH NORTHEAST OF THE CENTER
 EB1853'OF A PAVED DRIVEWAY LEADING TO THE HOUSE, 37.1 METERS (121.7 FT) EAST
 EB1853'OF THE EAST CORNER OF THE HOUSE, 18.8 METERS (61.7 FT) NORTHWEST OF
 EB1853'THE CENTER OF THE ROAD, 3.65 METERS (12.0 FT) SOUTHWEST OF THE
 EB1853'SOUTHWEST EDGE OF THE TENNIS COURT, 4.9 METERS (16.1 FT) SOUTH
 EB1853'SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE SHUFFLE BOARD COURT.
 EB1853'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1853
 EB1853                          STATION RECOVERY (1987)
 EB1853
 EB1853'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EB1853'RECOVERED IN GOOD CONDITION.
 EB1853
 EB1853                          STATION RECOVERY (2001)
 EB1853
 EB1853'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1853'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTH NORTHWEST OF AYNOR, 18.75
 EB1853'MILES (30.17 KM) NORTHWEST OF CONWAY.  OWNERSHIP--MRS.  JOHN HOLLIDAY,
 EB1853'275 HIGHWAY 501 WEST, GALIVANTS FERRY, SC 29544, PHONE 843-358-3251.
 EB1853'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 (PINE
 EB1853'STREET) , STATE HIGHWAY 319 (ELM STREET) AND STATE ROAD 100 (ST.  JOHN
 EB1853'ROAD) IN AYNOR, GO NORTH ON HIGHWAY 501 FOR 4.15 MILES (6.68 KM) TO
 EB1853'THE JUNCTION OF STATE ROAD 99 (PEE DEE ROAD NORTH AND SOUTH) , TURN
 EB1853'RIGHT ON ROAD 99 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR
 EB1853'A TENNIS COURT AND IN THE BACK YARD OF A TWO STORY BRICK HOUSE NUMBER
 EB1853'275.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EB1853'THE ROAD, 62.7 FEET (19.1 M) NORTHWEST OF THE CENTER OF ROAD 99, 17.7
 EB1853'FEET (5.4 M) NORTH NORTHEAST OF THE CENTER OF THE DRIVEWAY, 27.6 FEET
 EB1853'(8.4 M) WEST NORTHWEST OF THE SOUTH CORNER OF THE TENNIS COURT, 15.5
 EB1853'FEET (4.7 M) SOUTHEAST OF THE SOUTH CORNER OF A SHUFFLE BOARD COURT,
 EB1853'44.5 FEET (13.6 M) NORTH OF THE NORTH CORNER OF THE WESTERN OF TWO
 EB1853'2.5-FOOT SQUARE BY 6-FOOT TALL BRICK ENTRANCE COLUMNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1854 ***********************************************************************
 EB1854  DESIGNATION -  26 304
 EB1854  PID         -  EB1854
 EB1854  STATE/COUNTY-  SC/HORRY
 EB1854  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1854
 EB1854                         *CURRENT SURVEY CONTROL
 EB1854  ___________________________________________________________________
 EB1854* NAD 83(1986)-  34 03 06.     (N)    079 14 06.     (W)     SCALED    
 EB1854* NAVD 88     -        13.008  (meters)      42.68   (feet)  ADJUSTED  
 EB1854  ___________________________________________________________________
 EB1854  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 EB1854  DYNAMIC HT  -          12.995 (meters)      42.63  (feet)  COMP
 EB1854  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 EB1854
 EB1854  VERT ORDER  -  FIRST     CLASS II
 EB1854
 EB1854.The horizontal coordinates were scaled from a topographic map and have
 EB1854.an estimated accuracy of +/- 6 seconds.
 EB1854
 EB1854.The orthometric height was determined by differential leveling
 EB1854.and adjusted by the National Geodetic Survey in June 1991..
 EB1854
 EB1854.The geoid height was determined by GEOID03.
 EB1854
 EB1854.The dynamic height is computed by dividing the NAVD 88
 EB1854.geopotential number by the normal gravity value computed on the
 EB1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1854.degrees latitude (g = 980.6199 gals.).
 EB1854
 EB1854.The modeled gravity was interpolated from observed gravity values.
 EB1854
 EB1854;                    North         East    Units  Estimated Accuracy
 EB1854;SPC SC       -   247,400.      772,520.      MT  (+/- 180 meters Scaled)
 EB1854
 EB1854                          SUPERSEDED SURVEY CONTROL
 EB1854
 EB1854  NGVD 29 (03/21/89)   13.315  (m)           43.68   (f) ADJUSTED    1 2
 EB1854
 EB1854.Superseded values are not recommended for survey control.
 EB1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1854.See file dsdata.txt to determine how the superseded data were derived.
 EB1854
 EB1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT629692(NAD 83)
 EB1854_MARKER: DD = SURVEY DISK
 EB1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1854_SP_SET: CONCRETE POST
 EB1854_STAMPING: VERT 26 304 1986
 EB1854_MARK LOGO: SCGS  
 EB1854_PROJECTION: FLUSH
 EB1854_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1854+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 EB1854
 EB1854  HISTORY     - Date     Condition        Report By
 EB1854  HISTORY     - 1986     MONUMENTED       SCGS
 EB1854  HISTORY     - 20011003 GOOD             SCGS
 EB1854
 EB1854                          STATION DESCRIPTION
 EB1854
 EB1854'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1854'6.4 KM (4.0 MI) NNW FROM AYNOR.
 EB1854'6.05 KM (3.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 EB1854'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR A POWER
 EB1854'POLE IN THE MEDIAN OF A U-SHAPED DRIVEWAY ON THE NORTHWEST SIDE OF A
 EB1854'TWO STORY HOUSE, 0.7 KM (0.45 MI) SOUTHEAST OF THE JUNCTION OF STATE
 EB1854'ROAD 99, 52.5 METERS (172.2 FT) NORTHEAST OF THE CENTER OF THE
 EB1854'NORTHBOUND LANES OF THE HIGHWAY, 9.35 METERS (30.7 FT) NORTHWEST OF
 EB1854'THE CENTER OF THE ENTRANCE DRIVEWAY, 8.0 METERS (26.2 FT) SOUTHEAST OF
 EB1854'THE CENTER OF THE EXIT DRIVEWAY, 23.65 METERS (77.6 FT) SOUTH
 EB1854'SOUTHWEST OF THE WEST CORNER OF A THREE-STALL GARAGE, 0.88 METER
 EB1854'(2.9 FT) SOUTHWEST OF THE POWER POLE CS78.
 EB1854'THE MARK IS 0.8 METERS  SW FROM  A WITNESS POST
 EB1854'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 EB1854
 EB1854                          STATION RECOVERY (2001)
 EB1854
 EB1854'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1854'STATION IS LOCATED 4.15 MILES (6.68 KM) NORTH NORTHWEST OF AYNOR, 16.8
 EB1854'MILES (27.0 KM) NORTH NORTHEAST OF CONWAY.  OWNERSHIP--FRANCIS
 EB1854'HOLIDAY, 475 HIGHWAY 501 WEST, GALIVANTS FERRY, SC 29544.  TO REACH
 EB1854'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 501 (PINE STREET) ,
 EB1854'STATE HIGHWAY 319 (ELM STREET) AND STATE ROAD 100 (ST.  JOHN ROAD) IN
 EB1854'AYNOR, GO NORTH ON HIGHWAY 501 FOR 3.75 MILES (6.03 KM) TO A PAVED
 EB1854'CIRCULAR DRIVEWAY RIGHT, TURN RIGHT ON THE SECOND ONE OF TWO DRIVEWAYS
 EB1854'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE
 EB1854'IN A GRASSY MEDIAN.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 EB1854'CM) AND LEVEL WITH THE DRIVEWAY, 2.7 FEET (0.8 M) SOUTHWEST OF THE
 EB1854'POWER POLE CS78 WITH A SECURITY LIGHT, 78.9 FEET (24.0 M) WEST
 EB1854'SOUTHWEST OF THE SOUTH CORNER OF A WOODEN 3 BAY GARAGE, 28.0 FEET (8.5
 EB1854'M) SOUTHEAST OF THE CENTER OF THE NORTH ENTRANCE DRIVEWAY, 32.0 FEET
 EB1854'(9.8 M) NORTHWEST OF THE CENTER OF THE SOUTH ENTRANCE DRIVEWAY, 2.3
 EB1854'FEET (0.7 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1855 ***********************************************************************
 EB1855  DESIGNATION -  26 305
 EB1855  PID         -  EB1855
 EB1855  STATE/COUNTY-  SC/HORRY
 EB1855  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1855
 EB1855                         *CURRENT SURVEY CONTROL
 EB1855  ___________________________________________________________________
 EB1855* NAD 83(1986)-  34 02 05.     (N)    079 13 41.     (W)     SCALED    
 EB1855* NAVD 88     -        16.483  (meters)      54.08   (feet)  ADJUSTED  
 EB1855  ___________________________________________________________________
 EB1855  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EB1855  DYNAMIC HT  -          16.466 (meters)      54.02  (feet)  COMP
 EB1855  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 EB1855
 EB1855  VERT ORDER  -  FIRST     CLASS II
 EB1855
 EB1855.The horizontal coordinates were scaled from a topographic map and have
 EB1855.an estimated accuracy of +/- 6 seconds.
 EB1855
 EB1855.The orthometric height was determined by differential leveling
 EB1855.and adjusted by the National Geodetic Survey in June 1991..
 EB1855
 EB1855.The geoid height was determined by GEOID03.
 EB1855
 EB1855.The dynamic height is computed by dividing the NAVD 88
 EB1855.geopotential number by the normal gravity value computed on the
 EB1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1855.degrees latitude (g = 980.6199 gals.).
 EB1855
 EB1855.The modeled gravity was interpolated from observed gravity values.
 EB1855
 EB1855;                    North         East    Units  Estimated Accuracy
 EB1855;SPC SC       -   245,530.      773,200.      MT  (+/- 180 meters Scaled)
 EB1855
 EB1855                          SUPERSEDED SURVEY CONTROL
 EB1855
 EB1855  NGVD 29 (03/21/89)   16.789  (m)           55.08   (f) ADJUSTED    1 2
 EB1855
 EB1855.Superseded values are not recommended for survey control.
 EB1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1855.See file dsdata.txt to determine how the superseded data were derived.
 EB1855
 EB1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT635674(NAD 83)
 EB1855_MARKER: DD = SURVEY DISK
 EB1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1855_SP_SET: CONCRETE POST
 EB1855_STAMPING: VERT 26 305 1986
 EB1855_MARK LOGO: SCGS  
 EB1855_PROJECTION: PROJECTING 7 CENTIMETERS
 EB1855_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1855+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 EB1855
 EB1855  HISTORY     - Date     Condition        Report By
 EB1855  HISTORY     - 1986     MONUMENTED       SCGS
 EB1855  HISTORY     - 20011003 GOOD             SCGS
 EB1855
 EB1855                          STATION DESCRIPTION
 EB1855
 EB1855'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1855'4.6 KM (2.85 MI) NNW FROM AYNOR.
 EB1855'4.1 KM (2.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 EB1855'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR A POWER
 EB1855'POLE IN THE SOUTHWEST ANGLE OF A SAND ROAD LEADING WEST SOUTHWEST, 1.1
 EB1855'KM (0.7 MI) NORTHWEST OF THE JUNCTION OF STATE ROAD 461, 15.55 METERS
 EB1855'(51.0 FT) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 EB1855'HIGHWAY, 6.1 METERS (20.0 FT) SOUTH SOUTHEAST OF THE CENTER OF THE
 EB1855'ROAD, 8.1 METERS (26.6 FT) EAST OF A POWER POLE WITH GUY WIRE, 1.5
 EB1855'METERS (4.9 FT) SOUTHWEST OF THE POWER POLE 213/CT18.
 EB1855'THE MARK IS 1.5 METERS  SW FROM  A WITNESS POST
 EB1855'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EB1855
 EB1855                          STATION RECOVERY (2001)
 EB1855
 EB1855'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1855'STATION IS LOCATED 2.95 MILES (4.75 KM) NORTHWEST OF AYNOR, 17.15
 EB1855'MILES (27.60 KM) NORTHWEST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1855'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1855'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB1855'501 (PINE STREET) , STATE HIGHWAY 319 (ELM STREET) AND STATE ROAD 100
 EB1855'(ST.  JOHN ROAD) IN AYNOR, GO NORTH ON HIGHWAY 501 FOR 2.5 MILES (4.0
 EB1855'KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE SOUTHWEST
 EB1855'ANGLE OF A SAND ROAD LEADING WEST.  STATION IS A CONCRETE POST FLUSH
 EB1855'WITH THE GROUND AND 2.5 FEET (0.8 M) BELOW THE HIGHWAY, 4.8 FEET (1.5
 EB1855'M) SOUTHWEST OF A POWER POLE 213/XCT18 WITH TRANSFORMER AND GUY WIRE,
 EB1855'19.0 FEET (5.8 M) SOUTH OF THE CENTER OF THE SAND ROAD, 50.7 FEET
 EB1855'(15.5 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 EB1855'4.0 FEET (1.2 M) WEST NORTHWEST OF A TELEPHONE JUNCTION BOX 2/79 WITH
 EB1855'A WOODEN SUPPORT POST, 5.2 FEET (1.6 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1856 ***********************************************************************
 EB1856  DESIGNATION -  26 306
 EB1856  PID         -  EB1856
 EB1856  STATE/COUNTY-  SC/HORRY
 EB1856  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1856
 EB1856                         *CURRENT SURVEY CONTROL
 EB1856  ___________________________________________________________________
 EB1856* NAD 83(2001)-  34 01 14.01683(N)    079 13 15.94504(W)     ADJUSTED  
 EB1856* NAVD 88     -        27.315  (meters)      89.62   (feet)  ADJUSTED  
 EB1856  ___________________________________________________________________
 EB1856  X           -     989,703.683 (meters)                     COMP
 EB1856  Y           -  -5,198,606.782 (meters)                     COMP
 EB1856  Z           -   3,548,333.519 (meters)                     COMP
 EB1856  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 EB1856  ELLIP HEIGHT-          -6.28  (meters)          (03/20/03) GPS OBS
 EB1856  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 EB1856  DYNAMIC HT  -          27.288 (meters)      89.53  (feet)  COMP
 EB1856  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 EB1856
 EB1856  HORZ ORDER  -  FIRST
 EB1856  VERT ORDER  -  FIRST     CLASS II
 EB1856  ELLP ORDER  -  FOURTH    CLASS I
 EB1856
 EB1856.The horizontal coordinates were established by GPS observations
 EB1856.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in March 2003..
 EB1856
 EB1856.The orthometric height was determined by differential leveling
 EB1856.and adjusted by the National Geodetic Survey in June 1991..
 EB1856
 EB1856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB1856
 EB1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1856
 EB1856.The ellipsoidal height was determined by GPS observations
 EB1856.and is referenced to NAD 83.
 EB1856
 EB1856.The geoid height was determined by GEOID03.
 EB1856
 EB1856.The dynamic height is computed by dividing the NAVD 88
 EB1856.geopotential number by the normal gravity value computed on the
 EB1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1856.degrees latitude (g = 980.6199 gals.).
 EB1856
 EB1856.The modeled gravity was interpolated from observed gravity values.
 EB1856
 EB1856;                    North         East     Units Scale Factor Converg.
 EB1856;SPC SC       -   243,968.952   773,865.136   MT  0.99981238   +0 59 10.4
 EB1856;SPC SC       -   800,423.07  2,538,927.61   iFT  0.99981238   +0 59 10.4
 EB1856;UTM  17      - 3,765,862.505   664,248.302   MT  0.99993256   +0 59 43.8
 EB1856
 EB1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1856!SPC SC       -   1.00000099  x   0.99981238  =   0.99981337
 EB1856!UTM  17      -   1.00000099  x   0.99993256  =   0.99993355
 EB1856
 EB1856                          SUPERSEDED SURVEY CONTROL
 EB1856
 EB1856  NAD 83(1986)-  34 01 14.02526(N)    079 13 15.94792(W) AD(       ) 1
 EB1856  NAVD 88 (03/20/03)   27.32   (m)           89.6    (f) LEVELING    3  
 EB1856  NGVD 29 (03/21/89)   27.621  (m)           90.62   (f) ADJUSTED    1 2
 EB1856
 EB1856.Superseded values are not recommended for survey control.
 EB1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1856.See file dsdata.txt to determine how the superseded data were derived.
 EB1856
 EB1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT6424865863(NAD 83)
 EB1856_MARKER: DD = SURVEY DISK
 EB1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1856_SP_SET: CONCRETE POST
 EB1856_STAMPING: VERT 26 306 1986
 EB1856_MARK LOGO: SCGS  
 EB1856_PROJECTION: FLUSH
 EB1856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1856+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2002
 EB1856
 EB1856  HISTORY     - Date     Condition        Report By
 EB1856  HISTORY     - 1986     MONUMENTED       SCGS
 EB1856  HISTORY     - 20011003 GOOD             SCGS
 EB1856  HISTORY     - 20021212 GOOD             SCGS
 EB1856
 EB1856                          STATION DESCRIPTION
 EB1856
 EB1856'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1856'3.0 KM (1.85 MI) NW FROM AYNOR.
 EB1856'2.4 KM (1.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE JUNCTION
 EB1856'OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR A POWER POLE IN
 EB1856'THE FRONT YARD OF A BRICK HOUSE CONNECTED TO A CONVENIENCE STORE, 0.55
 EB1856'KM (0.35 MI) SOUTHEAST OF THE JUNCTION OF STATE ROAD 461, 30.15 METERS
 EB1856'(98.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 13.85 METERS
 EB1856'(45.4 FT) EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 15.85
 EB1856'METERS (52.0 FT) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES
 EB1856'OF THE HIGHWAY, 2.05 METERS (6.7 FT) NORTH OF THE POWER POLE CT47.
 EB1856'THE MARK IS 2.1 METERS  N FROM  A WITNESS POST
 EB1856'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1856
 EB1856                          STATION RECOVERY (2001)
 EB1856
 EB1856'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1856'STATION IS LOCATED 1.9 MILES (3.1 KM) WEST OF AYNOR, 16.15 MILES
 EB1856'(25.99 KM) NORTHWEST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1856'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1856'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB1856'501 (PINE STREET) , STATE HIGHWAY 319 (ELM STREET) AND STATE ROAD 100
 EB1856'(ST.  JOHN ROAD) IN AYNOR, GO NORTH ON HIGHWAY 501 FOR 1.45 MILES
 EB1856'(2.33 KM) TO THE STATION ON THE LEFT NEAR A FIRE HYDRANT AT BRICK
 EB1856'HOUSE NUMBER 1680.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EB1856'AND LEVEL WITH THE HIGHWAY, 6.6 FEET (2.0 M) NORTH OF A POWER POLE
 EB1856'XCT47 WITH TRANSFORMER AND TWO GUY WIRES, 6.8 FEET (2.1 M) NORTHWEST
 EB1856'OF A FIRE HYDRANT, 7.3 FEET (2.2 M) WEST OF A 2-TALL 0.3-FOOT SQUARE
 EB1856'WATER MARKER POST WITH A BRASS DISK, 55.5 FEET (16.9 M) WEST OF THE
 EB1856'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 45.9 FEET (14.0 M)
 EB1856'SOUTH OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EB1856'DRIVEWAY TO HOUSE NUMBER 1680, 45.9 FEET (14.0 M) EAST NORTHEAST OF
 EB1856'THE SOUTHEAST CORNER OF THE HOUSE, 6.6 FEET (2.0 M) NORTH OF A WITNESS
 EB1856'POST.
 EB1856
 EB1856                          STATION RECOVERY (2002)
 EB1856
 EB1856'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EB1856'RECOVERED AS DESCRIBED.
 EB1856' 
 EB1856'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1857 ***********************************************************************
 EB1857  DESIGNATION -  26 307
 EB1857  PID         -  EB1857
 EB1857  STATE/COUNTY-  SC/HORRY
 EB1857  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1857
 EB1857                         *CURRENT SURVEY CONTROL
 EB1857  ___________________________________________________________________
 EB1857* NAD 83(1986)-  34 00 20.     (N)    079 12 38.     (W)     SCALED    
 EB1857* NAVD 88     -        30.512  (meters)     100.10   (feet)  ADJUSTED  
 EB1857  ___________________________________________________________________
 EB1857  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 EB1857  DYNAMIC HT  -          30.482 (meters)     100.01  (feet)  COMP
 EB1857  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 EB1857
 EB1857  VERT ORDER  -  FIRST     CLASS II
 EB1857
 EB1857.The horizontal coordinates were scaled from a topographic map and have
 EB1857.an estimated accuracy of +/- 6 seconds.
 EB1857
 EB1857.The orthometric height was determined by differential leveling
 EB1857.and adjusted by the National Geodetic Survey in June 1991..
 EB1857
 EB1857.The geoid height was determined by GEOID03.
 EB1857
 EB1857.The dynamic height is computed by dividing the NAVD 88
 EB1857.geopotential number by the normal gravity value computed on the
 EB1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1857.degrees latitude (g = 980.6199 gals.).
 EB1857
 EB1857.The modeled gravity was interpolated from observed gravity values.
 EB1857
 EB1857;                    North         East    Units  Estimated Accuracy
 EB1857;SPC SC       -   242,320.      774,870.      MT  (+/- 180 meters Scaled)
 EB1857
 EB1857                          SUPERSEDED SURVEY CONTROL
 EB1857
 EB1857  NGVD 29 (03/21/89)   30.819  (m)          101.11   (f) ADJUSTED    1 2
 EB1857
 EB1857.Superseded values are not recommended for survey control.
 EB1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1857.See file dsdata.txt to determine how the superseded data were derived.
 EB1857
 EB1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT652642(NAD 83)
 EB1857_MARKER: DD = SURVEY DISK
 EB1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1857_SP_SET: CONCRETE POST
 EB1857_STAMPING: VERT 26 307 1986
 EB1857_MARK LOGO: SCGS  
 EB1857_PROJECTION: FLUSH
 EB1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1857
 EB1857  HISTORY     - Date     Condition        Report By
 EB1857  HISTORY     - 1986     MONUMENTED       SCGS
 EB1857  HISTORY     - 20011004 MARK NOT FOUND   SCGS
 EB1857
 EB1857                          STATION DESCRIPTION
 EB1857
 EB1857'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1857'1.1 KM (0.7 MI) NW FROM AYNOR.
 EB1857'0.5 KM (0.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE JUNCTION
 EB1857'OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR A POWER POLE
 EB1857'BETWEEN A SHINGLE-SIDED HOUSE AND A WOODEN HOUSE, 22.25 METERS (73.0
 EB1857'FT) SOUTHWEST OF THE SOUTH CORNER OF THE WOODEN HOUSE, 24.7 METERS
 EB1857'(81.0 FT) WEST OF THE WEST CORNER OF THE SIDED HOUSE, 13.05 METERS
 EB1857'(42.8 FT) EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 EB1857'HIGHWAY, 1.05 METERS (3.4 FT) SOUTH SOUTHEAST OF THE POWER POLE
 EB1857'239-3/CU20.
 EB1857'THE MARK IS 1.1 METERS  SSE FROM  A WITNESS POST
 EB1857'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EB1857
 EB1857                          STATION RECOVERY (2001)
 EB1857
 EB1857'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1857'NOT RECOVERED, SEARCHED FOR 20 MINUTES WITH NO RESULTS, AREA IS UNDER
 EB1857'CONSTRUCTION FOR A NEW DRIVEWAY, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1858 ***********************************************************************
 EB1858  DESIGNATION -  26 308
 EB1858  PID         -  EB1858
 EB1858  STATE/COUNTY-  SC/HORRY
 EB1858  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1858
 EB1858                         *CURRENT SURVEY CONTROL
 EB1858  ___________________________________________________________________
 EB1858* NAD 83(1986)-  34 00 01.     (N)    079 12 24.     (W)     SCALED    
 EB1858* NAVD 88     -        30.856  (meters)     101.23   (feet)  ADJUSTED  
 EB1858  ___________________________________________________________________
 EB1858  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 EB1858  DYNAMIC HT  -          30.826 (meters)     101.14  (feet)  COMP
 EB1858  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EB1858
 EB1858  VERT ORDER  -  FIRST     CLASS II
 EB1858
 EB1858.The horizontal coordinates were scaled from a topographic map and have
 EB1858.an estimated accuracy of +/- 6 seconds.
 EB1858
 EB1858.The orthometric height was determined by differential leveling
 EB1858.and adjusted by the National Geodetic Survey in June 1991..
 EB1858
 EB1858.The geoid height was determined by GEOID03.
 EB1858
 EB1858.The dynamic height is computed by dividing the NAVD 88
 EB1858.geopotential number by the normal gravity value computed on the
 EB1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1858.degrees latitude (g = 980.6199 gals.).
 EB1858
 EB1858.The modeled gravity was interpolated from observed gravity values.
 EB1858
 EB1858;                    North         East    Units  Estimated Accuracy
 EB1858;SPC SC       -   241,740.      775,240.      MT  (+/- 180 meters Scaled)
 EB1858
 EB1858                          SUPERSEDED SURVEY CONTROL
 EB1858
 EB1858  NGVD 29 (03/21/89)   31.163  (m)          102.24   (f) ADJUSTED    1 2
 EB1858
 EB1858.Superseded values are not recommended for survey control.
 EB1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1858.See file dsdata.txt to determine how the superseded data were derived.
 EB1858
 EB1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT656636(NAD 83)
 EB1858_MARKER: DD = SURVEY DISK
 EB1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1858_SP_SET: CONCRETE POST
 EB1858_STAMPING: VERT 26 308 1986
 EB1858_MARK LOGO: SCGS  
 EB1858_PROJECTION: FLUSH
 EB1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1858
 EB1858  HISTORY     - Date     Condition        Report By
 EB1858  HISTORY     - 1986     MONUMENTED       SCGS
 EB1858
 EB1858                          STATION DESCRIPTION
 EB1858
 EB1858'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1858'IN AYNOR.
 EB1858'0.25 KM (0.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 501 FROM THE
 EB1858'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR A POWER
 EB1858'POLE IN FRONT OF THE AYNOR MANUFACTURING COMPANY, 17.36 METERS (57.0
 EB1858'FT) EAST OF THE CENTER OF THE ENTRANCE DOORS TO THE BUILDING, 11.0
 EB1858'METERS (36.1 FT) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES
 EB1858'OF THE HIGHWAY, 10.6 METERS (34.8 FT) NORTHEAST OF A FIRE HYDRANT,
 EB1858'15.0 METERS (49.2 FT) NORTH NORTHWEST OF THE CENTER OF A PAVED
 EB1858'DRIVEWAY LEADING TO THE BUILDING, 3.2 METERS (10.5 FT) WEST NORTHWEST
 EB1858'OF THE POWER POLE.
 EB1858'THE MARK IS 2.2 METERS  N FROM  A WITNESS POST
 EB1858'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1808 ***********************************************************************
 DD1808  DESIGNATION -  26 309
 DD1808  PID         -  DD1808
 DD1808  STATE/COUNTY-  SC/HORRY
 DD1808  USGS QUAD   -  HORRY (1980)
 DD1808
 DD1808                         *CURRENT SURVEY CONTROL
 DD1808  ___________________________________________________________________
 DD1808* NAD 83(1986)-  33 59 29.     (N)    079 12 13.     (W)     SCALED    
 DD1808* NAVD 88     -        26.674  (meters)      87.51   (feet)  ADJUSTED  
 DD1808  ___________________________________________________________________
 DD1808  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DD1808  DYNAMIC HT  -          26.647 (meters)      87.42  (feet)  COMP
 DD1808  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 DD1808
 DD1808  VERT ORDER  -  FIRST     CLASS II
 DD1808
 DD1808.The horizontal coordinates were scaled from a topographic map and have
 DD1808.an estimated accuracy of +/- 6 seconds.
 DD1808
 DD1808.The orthometric height was determined by differential leveling
 DD1808.and adjusted by the National Geodetic Survey in June 1991..
 DD1808
 DD1808.The geoid height was determined by GEOID03.
 DD1808
 DD1808.The dynamic height is computed by dividing the NAVD 88
 DD1808.geopotential number by the normal gravity value computed on the
 DD1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1808.degrees latitude (g = 980.6199 gals.).
 DD1808
 DD1808.The modeled gravity was interpolated from observed gravity values.
 DD1808
 DD1808;                    North         East    Units  Estimated Accuracy
 DD1808;SPC SC       -   240,760.      775,540.      MT  (+/- 180 meters Scaled)
 DD1808
 DD1808                          SUPERSEDED SURVEY CONTROL
 DD1808
 DD1808  NGVD 29 (03/21/89)   26.980  (m)           88.52   (f) ADJUSTED    1 2
 DD1808
 DD1808.Superseded values are not recommended for survey control.
 DD1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1808.See file dsdata.txt to determine how the superseded data were derived.
 DD1808
 DD1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT659626(NAD 83)
 DD1808_MARKER: DD = SURVEY DISK
 DD1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1808_SP_SET: CONCRETE POST
 DD1808_STAMPING: VERT 26 309 1986
 DD1808_MARK LOGO: SCGS  
 DD1808_PROJECTION: FLUSH
 DD1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1808
 DD1808  HISTORY     - Date     Condition        Report By
 DD1808  HISTORY     - 1986     MONUMENTED       SCGS
 DD1808
 DD1808                          STATION DESCRIPTION
 DD1808
 DD1808'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1808'IN AYNOR.
 DD1808'1.05 KM (0.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD1808'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 0.25 KM
 DD1808'(0.15 MI) SOUTHWEST ALONG STATE ROAD 24 (8TH AVENUE), SET NEAR A FLAG
 DD1808'POLE IN FRONT OF THE AYNOR HIGH SCHOOL, 32.9 METERS (107.9 FT) NORTH
 DD1808'OF THE EAST CORNER OF THE SCHOOL, 9.0 METERS (29.5 FT) EAST SOUTHEAST
 DD1808'OF THE CENTER OF THE ENTRANCE DRIVEWAY, 8.9 METERS (29.2 FT) WEST
 DD1808'NORTHWEST OF THE CENTER OF THE EXIT DRIVEWAY, 2.3 METERS (7.5 FT)
 DD1808'NORTH NORTHEAST OF THE FLAG POLE.
 DD1808'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1809 ***********************************************************************
 DD1809  DESIGNATION -  26 310
 DD1809  PID         -  DD1809
 DD1809  STATE/COUNTY-  SC/HORRY
 DD1809  USGS QUAD   -  HORRY (1980)
 DD1809
 DD1809                         *CURRENT SURVEY CONTROL
 DD1809  ___________________________________________________________________
 DD1809* NAD 83(1986)-  33 59 09.     (N)    079 11 50.     (W)     SCALED    
 DD1809* NAVD 88     -        17.452  (meters)      57.26   (feet)  ADJUSTED  
 DD1809  ___________________________________________________________________
 DD1809  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DD1809  DYNAMIC HT  -          17.434 (meters)      57.20  (feet)  COMP
 DD1809  MODELED GRAV-     979,644.3   (mgal)                       NAVD 88
 DD1809
 DD1809  VERT ORDER  -  FIRST     CLASS II
 DD1809
 DD1809.The horizontal coordinates were scaled from a topographic map and have
 DD1809.an estimated accuracy of +/- 6 seconds.
 DD1809
 DD1809.The orthometric height was determined by differential leveling
 DD1809.and adjusted by the National Geodetic Survey in June 1991..
 DD1809
 DD1809.The geoid height was determined by GEOID03.
 DD1809
 DD1809.The dynamic height is computed by dividing the NAVD 88
 DD1809.geopotential number by the normal gravity value computed on the
 DD1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1809.degrees latitude (g = 980.6199 gals.).
 DD1809
 DD1809.The modeled gravity was interpolated from observed gravity values.
 DD1809
 DD1809;                    North         East    Units  Estimated Accuracy
 DD1809;SPC SC       -   240,160.      776,140.      MT  (+/- 180 meters Scaled)
 DD1809
 DD1809                          SUPERSEDED SURVEY CONTROL
 DD1809
 DD1809  NGVD 29 (03/21/89)   17.758  (m)           58.26   (f) ADJUSTED    1 2
 DD1809
 DD1809.Superseded values are not recommended for survey control.
 DD1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1809.See file dsdata.txt to determine how the superseded data were derived.
 DD1809
 DD1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT665620(NAD 83)
 DD1809_MARKER: DD = SURVEY DISK
 DD1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1809_SP_SET: CONCRETE POST
 DD1809_STAMPING: VERT 26 310 1986
 DD1809_MARK LOGO: SCGS  
 DD1809_PROJECTION: FLUSH
 DD1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1809
 DD1809  HISTORY     - Date     Condition        Report By
 DD1809  HISTORY     - 1986     MONUMENTED       SCGS
 DD1809
 DD1809                          STATION DESCRIPTION
 DD1809
 DD1809'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1809'1.4 KM (0.9 MI) SSE FROM AYNOR.
 DD1809'2.0 KM (1.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD1809'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR A POWER
 DD1809'POLE BETWEEN A BRICK HOUSE AND A CONVENIENCE STORE, 1.0 KM (0.6 MI)
 DD1809'SOUTHEAST OF THE JUNCTION OF STATE ROAD 24 (8TH AVENUE), 50.3 METERS
 DD1809'(165.0 FT) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DD1809'HIGHWAY, 14.8 METERS (48.6 FT) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER
 DD1809'OF THE STORE, 17.4 METERS (57.1 FT) NORTH OF THE NORTHWEST CORNER OF
 DD1809'THE HOUSE, 2.1 METERS (6.9 FT) EAST NORTHEAST OF THE POWER POLE.
 DD1809'THE MARK IS 2.0 METERS  ENE FROM  A WITNESS POST
 DD1809'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1810 ***********************************************************************
 DD1810  DESIGNATION -  26 311
 DD1810  PID         -  DD1810
 DD1810  STATE/COUNTY-  SC/HORRY
 DD1810  USGS QUAD   -  HORRY (1980)
 DD1810
 DD1810                         *CURRENT SURVEY CONTROL
 DD1810  ___________________________________________________________________
 DD1810* NAD 83(1986)-  33 58 25.     (N)    079 11 20.     (W)     SCALED    
 DD1810* NAVD 88     -        16.255  (meters)      53.33   (feet)  ADJUSTED  
 DD1810  ___________________________________________________________________
 DD1810  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DD1810  DYNAMIC HT  -          16.239 (meters)      53.28  (feet)  COMP
 DD1810  MODELED GRAV-     979,644.1   (mgal)                       NAVD 88
 DD1810
 DD1810  VERT ORDER  -  FIRST     CLASS II
 DD1810
 DD1810.The horizontal coordinates were scaled from a topographic map and have
 DD1810.an estimated accuracy of +/- 6 seconds.
 DD1810
 DD1810.The orthometric height was determined by differential leveling
 DD1810.and adjusted by the National Geodetic Survey in June 1991..
 DD1810
 DD1810.The geoid height was determined by GEOID03.
 DD1810
 DD1810.The dynamic height is computed by dividing the NAVD 88
 DD1810.geopotential number by the normal gravity value computed on the
 DD1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1810.degrees latitude (g = 980.6199 gals.).
 DD1810
 DD1810.The modeled gravity was interpolated from observed gravity values.
 DD1810
 DD1810;                    North         East    Units  Estimated Accuracy
 DD1810;SPC SC       -   238,820.      776,930.      MT  (+/- 180 meters Scaled)
 DD1810
 DD1810                          SUPERSEDED SURVEY CONTROL
 DD1810
 DD1810  NGVD 29 (03/21/89)   16.561  (m)           54.33   (f) ADJUSTED    1 2
 DD1810
 DD1810.Superseded values are not recommended for survey control.
 DD1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1810.See file dsdata.txt to determine how the superseded data were derived.
 DD1810
 DD1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT673607(NAD 83)
 DD1810_MARKER: DD = SURVEY DISK
 DD1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1810_SP_SET: CONCRETE POST
 DD1810_STAMPING: VERT 26 311 1986
 DD1810_MARK LOGO: SCGS  
 DD1810_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1810
 DD1810  HISTORY     - Date     Condition        Report By
 DD1810  HISTORY     - 1986     MONUMENTED       SCGS
 DD1810
 DD1810                          STATION DESCRIPTION
 DD1810
 DD1810'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1810'3.1 KM (1.9 MI) SSE FROM AYNOR.
 DD1810'3.6 KM (2.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD1810'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR A
 DD1810'DOUBLE-TRUNKED PINE TREE IN THE SOUTH ANGLE OF A DIM TRACK ROAD
 DD1810'LEADING SOUTHWEST, 0.3 KM (0.2 MI) SOUTHEAST OF THE JUNCTION OF STATE
 DD1810'ROAD 651, 21.7 METERS (71.2 FT) WEST SOUTHWEST OF THE CENTER OF THE
 DD1810'SOUTHBOUND LANES OF THE HIGHWAY, 6.4 METERS (21.0 FT) SOUTHEAST OF THE
 DD1810'CENTER OF THE ROAD, 3.34 METERS (11.0 FT) SOUTH SOUTHWEST OF THE PINE
 DD1810'TREE, 5.9 METERS (19.4 FT) SOUTH SOUTHWEST OF A TELEPHONE JUNCTION BOX
 DD1810'NUMBER 451.
 DD1810'THE MARK IS 0.5 METERS  ENE FROM  A WITNESS POST
 DD1810'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1814 ***********************************************************************
 DD1814  DESIGNATION -  26 312
 DD1814  PID         -  DD1814
 DD1814  STATE/COUNTY-  SC/HORRY
 DD1814  USGS QUAD   -  HORRY (1980)
 DD1814
 DD1814                         *CURRENT SURVEY CONTROL
 DD1814  ___________________________________________________________________
 DD1814* NAD 83(1986)-  33 56 31.     (N)    079 10 11.     (W)     SCALED    
 DD1814* NAVD 88     -        22.582  (meters)      74.09   (feet)  ADJUSTED  
 DD1814  ___________________________________________________________________
 DD1814  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DD1814  DYNAMIC HT  -          22.560 (meters)      74.02  (feet)  COMP
 DD1814  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 DD1814
 DD1814  VERT ORDER  -  FIRST     CLASS II
 DD1814
 DD1814.The horizontal coordinates were scaled from a topographic map and have
 DD1814.an estimated accuracy of +/- 6 seconds.
 DD1814
 DD1814.The orthometric height was determined by differential leveling
 DD1814.and adjusted by the National Geodetic Survey in June 1991..
 DD1814
 DD1814.The geoid height was determined by GEOID03.
 DD1814
 DD1814.The dynamic height is computed by dividing the NAVD 88
 DD1814.geopotential number by the normal gravity value computed on the
 DD1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1814.degrees latitude (g = 980.6199 gals.).
 DD1814
 DD1814.The modeled gravity was interpolated from observed gravity values.
 DD1814
 DD1814;                    North         East    Units  Estimated Accuracy
 DD1814;SPC SC       -   235,340.      778,760.      MT  (+/- 180 meters Scaled)
 DD1814
 DD1814                          SUPERSEDED SURVEY CONTROL
 DD1814
 DD1814  NGVD 29 (03/21/89)   22.888  (m)           75.09   (f) ADJUSTED    1 2
 DD1814
 DD1814.Superseded values are not recommended for survey control.
 DD1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1814.See file dsdata.txt to determine how the superseded data were derived.
 DD1814
 DD1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT691572(NAD 83)
 DD1814_MARKER: DD = SURVEY DISK
 DD1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1814_SP_SET: CONCRETE POST
 DD1814_STAMPING: VERT 26 312 1986
 DD1814_MARK LOGO: SCGS  
 DD1814_PROJECTION: FLUSH
 DD1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1814
 DD1814  HISTORY     - Date     Condition        Report By
 DD1814  HISTORY     - 1986     MONUMENTED       SCGS
 DD1814
 DD1814                          STATION DESCRIPTION
 DD1814
 DD1814'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1814'6.9 KM (4.3 MI) SSE FROM AYNOR.
 DD1814'7.5 KM (4.65 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 FROM THE JUNCTION OF
 DD1814'STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR A POWER POLE IN
 DD1814'FRONT OF A BRICK HOUSE AT THE JUNCTION OF STATE ROAD 985 (HUCKS ROAD),
 DD1814'29.1 METERS (95.5 FT) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND
 DD1814'LANES OF THE HIGHWAY, 20.3 METERS (66.6 FT) NORTHEAST OF THE SOUTHEAST
 DD1814'CORNER OF THE HOUSE, 10.4 METERS (34.1 FT) SOUTH SOUTHEAST OF THE
 DD1814'CENTER OF A SAND DRIVEWAY TO THE HOUSE, 1.6 METERS (5.2 FT) NORTH
 DD1814'NORTHWEST OF THE POWER POLE.
 DD1814'THE MARK IS 1.6 METERS  NNW FROM  A WITNESS POST
 DD1814'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1815 ***********************************************************************
 DD1815  DESIGNATION -  26 313
 DD1815  PID         -  DD1815
 DD1815  STATE/COUNTY-  SC/HORRY
 DD1815  USGS QUAD   -  HORRY (1980)
 DD1815
 DD1815                         *CURRENT SURVEY CONTROL
 DD1815  ___________________________________________________________________
 DD1815* NAD 83(1986)-  33 56 00.     (N)    079 09 37.     (W)     SCALED    
 DD1815* NAVD 88     -        20.764  (meters)      68.12   (feet)  ADJUSTED  
 DD1815  ___________________________________________________________________
 DD1815  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DD1815  DYNAMIC HT  -          20.743 (meters)      68.05  (feet)  COMP
 DD1815  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 DD1815
 DD1815  VERT ORDER  -  FIRST     CLASS II
 DD1815
 DD1815.The horizontal coordinates were scaled from a topographic map and have
 DD1815.an estimated accuracy of +/- 6 seconds.
 DD1815
 DD1815.The orthometric height was determined by differential leveling
 DD1815.and adjusted by the National Geodetic Survey in June 1991..
 DD1815
 DD1815.The geoid height was determined by GEOID03.
 DD1815
 DD1815.The dynamic height is computed by dividing the NAVD 88
 DD1815.geopotential number by the normal gravity value computed on the
 DD1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1815.degrees latitude (g = 980.6199 gals.).
 DD1815
 DD1815.The modeled gravity was interpolated from observed gravity values.
 DD1815
 DD1815;                    North         East    Units  Estimated Accuracy
 DD1815;SPC SC       -   234,400.      779,650.      MT  (+/- 180 meters Scaled)
 DD1815
 DD1815                          SUPERSEDED SURVEY CONTROL
 DD1815
 DD1815  NGVD 29 (03/21/89)   21.070  (m)           69.13   (f) ADJUSTED    1 2
 DD1815
 DD1815.Superseded values are not recommended for survey control.
 DD1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1815.See file dsdata.txt to determine how the superseded data were derived.
 DD1815
 DD1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT700562(NAD 83)
 DD1815_MARKER: DD = SURVEY DISK
 DD1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1815_SP_SET: CONCRETE POST
 DD1815_STAMPING: VERT 26 313 1986
 DD1815_MARK LOGO: SCGS  
 DD1815_PROJECTION: FLUSH
 DD1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1815
 DD1815  HISTORY     - Date     Condition        Report By
 DD1815  HISTORY     - 1986     MONUMENTED       SCGS
 DD1815
 DD1815                          STATION DESCRIPTION
 DD1815
 DD1815'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1815'8.2 KM (5.1 MI) SSE FROM AYNOR.
 DD1815'8.6 KM (5.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 FROM THE JUNCTION OF
 DD1815'STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 0.25 KM (0.15 MI)
 DD1815'NORTHEAST ALONG A PAVED ROAD (RABON ROAD), 1.05 KM (0.65 MI) NORTHWEST
 DD1815'OF THE JUNCTION OF STATE ROAD 97, SET NEAR A POWER POLE ON THE WEST
 DD1815'SIDE OF A BRICK HOUSE, 37.7 METERS (123.7 FT) SOUTH OF THE CENTER OF
 DD1815'THE ROAD, 9.4 METERS (30.8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF
 DD1815'THE HOUSE, 19.7 METERS (64.6 FT) NORTH NORTHWEST OF THE NORTHWEST
 DD1815'CORNER OF A TWO-STALL GARAGE, 4.0 METERS (13.1 FT) EAST OF THE CENTER
 DD1815'OF A DRIVEWAY TO THE HOUSE, 1.0 METER (3.3 FT) NORTHEAST OF THE POWER
 DD1815'POLE.
 DD1815'THE MARK IS 0.6 M ABOVE THE SAND DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1816 ***********************************************************************
 DD1816  DESIGNATION -  26 314
 DD1816  PID         -  DD1816
 DD1816  STATE/COUNTY-  SC/HORRY
 DD1816  USGS QUAD   -  HORRY (1980)
 DD1816
 DD1816                         *CURRENT SURVEY CONTROL
 DD1816  ___________________________________________________________________
 DD1816* NAD 83(1986)-  33 55 32.     (N)    079 09 24.     (W)     SCALED    
 DD1816* NAVD 88     -        22.376  (meters)      73.41   (feet)  ADJUSTED  
 DD1816  ___________________________________________________________________
 DD1816  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DD1816  DYNAMIC HT  -          22.353 (meters)      73.34  (feet)  COMP
 DD1816  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 DD1816
 DD1816  VERT ORDER  -  FIRST     CLASS II
 DD1816
 DD1816.The horizontal coordinates were scaled from a topographic map and have
 DD1816.an estimated accuracy of +/- 6 seconds.
 DD1816
 DD1816.The orthometric height was determined by differential leveling
 DD1816.and adjusted by the National Geodetic Survey in June 1991..
 DD1816
 DD1816.The geoid height was determined by GEOID03.
 DD1816
 DD1816.The dynamic height is computed by dividing the NAVD 88
 DD1816.geopotential number by the normal gravity value computed on the
 DD1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1816.degrees latitude (g = 980.6199 gals.).
 DD1816
 DD1816.The modeled gravity was interpolated from observed gravity values.
 DD1816
 DD1816;                    North         East    Units  Estimated Accuracy
 DD1816;SPC SC       -   233,540.      780,000.      MT  (+/- 180 meters Scaled)
 DD1816
 DD1816                          SUPERSEDED SURVEY CONTROL
 DD1816
 DD1816  NGVD 29 (03/21/89)   22.682  (m)           74.42   (f) ADJUSTED    1 2
 DD1816
 DD1816.Superseded values are not recommended for survey control.
 DD1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1816.See file dsdata.txt to determine how the superseded data were derived.
 DD1816
 DD1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT703554(NAD 83)
 DD1816_MARKER: DD = SURVEY DISK
 DD1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1816_SP_SET: CONCRETE POST
 DD1816_STAMPING: VERT 26 314 1986
 DD1816_MARK LOGO: SCGS  
 DD1816_PROJECTION: FLUSH
 DD1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1816
 DD1816  HISTORY     - Date     Condition        Report By
 DD1816  HISTORY     - 1986     MONUMENTED       SCGS
 DD1816
 DD1816                          STATION DESCRIPTION
 DD1816
 DD1816'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1816'9.1 KM (5.65 MI) SSE FROM AYNOR.
 DD1816'9.6 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 FROM THE JUNCTION OF
 DD1816'STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET NEAR THE SOUTHEAST CORNER
 DD1816'OF A CONVENIENCE STORE IN THE NORTHEAST ANGLE OF STATE ROAD 97,
 DD1816'41.5 METERS (136.2 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES
 DD1816'OF THE HIGHWAY, 42.7 METERS (140.1 FT) NORTH NORTHWEST OF THE CENTER
 DD1816'OF THE ROAD, 9.4 METERS (30.8 FT) EAST NORTHEAST OF THE SOUTHEAST
 DD1816'CORNER OF THE STORE, 8.2 METERS (26.9 FT) NORTH OF A POWER POLE.
 DD1816'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1817 ***********************************************************************
 DD1817  DESIGNATION -  26 315
 DD1817  PID         -  DD1817
 DD1817  STATE/COUNTY-  SC/HORRY
 DD1817  USGS QUAD   -  HORRY (1980)
 DD1817
 DD1817                         *CURRENT SURVEY CONTROL
 DD1817  ___________________________________________________________________
 DD1817* NAD 83(1986)-  33 55 46.     (N)    079 08 45.     (W)     SCALED    
 DD1817* NAVD 88     -        25.790  (meters)      84.61   (feet)  ADJUSTED  
 DD1817  ___________________________________________________________________
 DD1817  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DD1817  DYNAMIC HT  -          25.764 (meters)      84.53  (feet)  COMP
 DD1817  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 DD1817
 DD1817  VERT ORDER  -  FIRST     CLASS II
 DD1817
 DD1817.The horizontal coordinates were scaled from a topographic map and have
 DD1817.an estimated accuracy of +/- 6 seconds.
 DD1817
 DD1817.The orthometric height was determined by differential leveling
 DD1817.and adjusted by the National Geodetic Survey in June 1991..
 DD1817
 DD1817.The geoid height was determined by GEOID03.
 DD1817
 DD1817.The dynamic height is computed by dividing the NAVD 88
 DD1817.geopotential number by the normal gravity value computed on the
 DD1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1817.degrees latitude (g = 980.6199 gals.).
 DD1817
 DD1817.The modeled gravity was interpolated from observed gravity values.
 DD1817
 DD1817;                    North         East    Units  Estimated Accuracy
 DD1817;SPC SC       -   233,990.      781,000.      MT  (+/- 180 meters Scaled)
 DD1817
 DD1817                          SUPERSEDED SURVEY CONTROL
 DD1817
 DD1817  NGVD 29 (03/21/89)   26.095  (m)           85.61   (f) ADJUSTED    1 2
 DD1817
 DD1817.Superseded values are not recommended for survey control.
 DD1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1817.See file dsdata.txt to determine how the superseded data were derived.
 DD1817
 DD1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT713558(NAD 83)
 DD1817_MARKER: DD = SURVEY DISK
 DD1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1817_SP_SET: CONCRETE POST
 DD1817_STAMPING: VERT 26 315 1986
 DD1817_MARK LOGO: SCGS  
 DD1817_PROJECTION: FLUSH
 DD1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1817
 DD1817  HISTORY     - Date     Condition        Report By
 DD1817  HISTORY     - 1986     MONUMENTED       SCGS
 DD1817
 DD1817                          STATION DESCRIPTION
 DD1817
 DD1817'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1817'9.2 KM (5.7 MI) SE FROM AYNOR.
 DD1817'9.6 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 FROM THE JUNCTION OF
 DD1817'STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 1.1 KM (0.7 MI) EAST
 DD1817'NORTHEAST ALONG STATE ROAD 97, SET NEAR A POWER POLE ON THE EAST SIDE
 DD1817'OF A BRICK HOUSE, 42.8 METERS (140.4 FT) NORTH NORTHWEST OF THE CENTER
 DD1817'OF THE ROAD, 23.2 METERS (76.1 FT) EAST OF THE SOUTHEAST CORNER OF THE
 DD1817'HOUSE, 8.0 METERS (26.2 FT) NORTHEAST OF A LONE WEEPING WILLOW TREE,
 DD1817'2.0 METERS (6.6 FT) WEST OF THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1820 ***********************************************************************
 DD1820  DESIGNATION -  26 316
 DD1820  PID         -  DD1820
 DD1820  STATE/COUNTY-  SC/HORRY
 DD1820  USGS QUAD   -  HORRY (1980)
 DD1820
 DD1820                         *CURRENT SURVEY CONTROL
 DD1820  ___________________________________________________________________
 DD1820* NAD 83(1986)-  33 54 49.     (N)    079 08 52.     (W)     SCALED    
 DD1820* NAVD 88     -        24.525  (meters)      80.46   (feet)  ADJUSTED  
 DD1820  ___________________________________________________________________
 DD1820  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DD1820  DYNAMIC HT  -          24.500 (meters)      80.38  (feet)  COMP
 DD1820  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 DD1820
 DD1820  VERT ORDER  -  FIRST     CLASS II
 DD1820
 DD1820.The horizontal coordinates were scaled from a topographic map and have
 DD1820.an estimated accuracy of +/- 6 seconds.
 DD1820
 DD1820.The orthometric height was determined by differential leveling
 DD1820.and adjusted by the National Geodetic Survey in June 1991..
 DD1820
 DD1820.The geoid height was determined by GEOID03.
 DD1820
 DD1820.The dynamic height is computed by dividing the NAVD 88
 DD1820.geopotential number by the normal gravity value computed on the
 DD1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1820.degrees latitude (g = 980.6199 gals.).
 DD1820
 DD1820.The modeled gravity was interpolated from observed gravity values.
 DD1820
 DD1820;                    North         East    Units  Estimated Accuracy
 DD1820;SPC SC       -   232,230.      780,850.      MT  (+/- 180 meters Scaled)
 DD1820
 DD1820                          SUPERSEDED SURVEY CONTROL
 DD1820
 DD1820  NGVD 29 (03/21/89)   24.830  (m)           81.46   (f) ADJUSTED    1 2
 DD1820
 DD1820.Superseded values are not recommended for survey control.
 DD1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1820.See file dsdata.txt to determine how the superseded data were derived.
 DD1820
 DD1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT712541(NAD 83)
 DD1820_MARKER: DD = SURVEY DISK
 DD1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1820_SP_SET: CONCRETE POST
 DD1820_STAMPING: VERT 26 316 1986
 DD1820_MARK LOGO: SCGS  
 DD1820_PROJECTION: FLUSH
 DD1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1820
 DD1820  HISTORY     - Date     Condition        Report By
 DD1820  HISTORY     - 1986     MONUMENTED       SCGS
 DD1820
 DD1820                          STATION DESCRIPTION
 DD1820
 DD1820'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1820'10.6 KM (6.6 MI) NW FROM CONWAY.
 DD1820'11.2 KM (6.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 FROM THE JUNCTION
 DD1820'OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET IN A CLUSTER OF PINE
 DD1820'TREES ON THE NORTHWEST SIDE OF A BRICK HOUSE AT THE JUNCTION OF STATE
 DD1820'ROAD 847, ADD-MAY ALSO BE REACHED BY GOING 1.85 KM (1.15 MI) NORTHWEST
 DD1820'ALONG U.S. HIGHWAY 501 BUSINESS (MAIN STREET) FROM THE CONWAY CITY
 DD1820'HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG
 DD1820'16TH AVENUE, THENCE 11.1 KM (6.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY
 DD1820'501, 43.3 METERS (142.1 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND
 DD1820'LANES OF THE HIGHWAY, 24.4 METERS (80.1 FT) NORTHWEST OF THE NORTHEAST
 DD1820'CORNER OF THE HOUSE, 16.8 METERS (55.1 FT) SOUTHEAST OF THE CENTER OF
 DD1820'A SAND ROAD LEADING EAST, 24.4 METERS (80.1 FT) NORTH OF A LONE PECAN
 DD1820'TREE, 13.75 METERS (45.1 FT) SOUTH OF A POWER POLE.
 DD1820'THE MARK IS 13.7 METERS  S FROM  A WITNESS POST
 DD1820'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1821 ***********************************************************************
 DD1821  DESIGNATION -  26 317
 DD1821  PID         -  DD1821
 DD1821  STATE/COUNTY-  SC/HORRY
 DD1821  USGS QUAD   -  HORRY (1980)
 DD1821
 DD1821                         *CURRENT SURVEY CONTROL
 DD1821  ___________________________________________________________________
 DD1821* NAD 83(1986)-  33 54 15.     (N)    079 08 21.     (W)     SCALED    
 DD1821* NAVD 88     -        21.218  (meters)      69.61   (feet)  ADJUSTED  
 DD1821  ___________________________________________________________________
 DD1821  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DD1821  DYNAMIC HT  -          21.197 (meters)      69.54  (feet)  COMP
 DD1821  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 DD1821
 DD1821  VERT ORDER  -  FIRST     CLASS II
 DD1821
 DD1821.The horizontal coordinates were scaled from a topographic map and have
 DD1821.an estimated accuracy of +/- 6 seconds.
 DD1821
 DD1821.The orthometric height was determined by differential leveling
 DD1821.and adjusted by the National Geodetic Survey in June 1991..
 DD1821
 DD1821.The geoid height was determined by GEOID03.
 DD1821
 DD1821.The dynamic height is computed by dividing the NAVD 88
 DD1821.geopotential number by the normal gravity value computed on the
 DD1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1821.degrees latitude (g = 980.6199 gals.).
 DD1821
 DD1821.The modeled gravity was interpolated from observed gravity values.
 DD1821
 DD1821;                    North         East    Units  Estimated Accuracy
 DD1821;SPC SC       -   231,200.      781,660.      MT  (+/- 180 meters Scaled)
 DD1821
 DD1821                          SUPERSEDED SURVEY CONTROL
 DD1821
 DD1821  NGVD 29 (03/21/89)   21.524  (m)           70.62   (f) ADJUSTED    1 2
 DD1821
 DD1821.Superseded values are not recommended for survey control.
 DD1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1821.See file dsdata.txt to determine how the superseded data were derived.
 DD1821
 DD1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT720530(NAD 83)
 DD1821_MARKER: DD = SURVEY DISK
 DD1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1821_SP_SET: CONCRETE POST
 DD1821_STAMPING: VERT 26 317 1986
 DD1821_MARK LOGO: SCGS  
 DD1821_PROJECTION: FLUSH
 DD1821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1821
 DD1821  HISTORY     - Date     Condition        Report By
 DD1821  HISTORY     - 1986     MONUMENTED       SCGS
 DD1821
 DD1821                          STATION DESCRIPTION
 DD1821
 DD1821'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1821'11.9 KM (7.4 MI) NW FROM CONWAY.
 DD1821'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1821'STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8
 DD1821'KM (0.5 MI) SOUTHWEST ALONG 16TH AVENUE, THENCE 9.6 KM (6.0 MI)
 DD1821'NORTHWESTERLY ALONG U.S. HIGHWAY 501, SET NEAR A POWER POLE IN FRONT
 DD1821'OF A BRICK HOUSE IN THE SOUTH ANGLE OF STATE ROAD 391, 34.85 METERS
 DD1821'(114.3 FT) NORTH OF THE NORTH CORNER OF THE HOUSE, 18.75 METERS (61.5
 DD1821'FT) SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 DD1821'15.6 METERS (51.2 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 6.1 METERS
 DD1821'(20.0 FT) SOUTH OF THE POWER POLE.
 DD1821'THE MARK IS 6.1 METERS  S FROM  A WITNESS POST
 DD1821'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1822 ***********************************************************************
 DD1822  DESIGNATION -  26 318
 DD1822  PID         -  DD1822
 DD1822  STATE/COUNTY-  SC/HORRY
 DD1822  USGS QUAD   -  HORRY (1980)
 DD1822
 DD1822                         *CURRENT SURVEY CONTROL
 DD1822  ___________________________________________________________________
 DD1822* NAD 83(1986)-  33 53 46.     (N)    079 07 44.     (W)     SCALED    
 DD1822* NAVD 88     -        21.088  (meters)      69.19   (feet)  ADJUSTED  
 DD1822  ___________________________________________________________________
 DD1822  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DD1822  DYNAMIC HT  -          21.067 (meters)      69.12  (feet)  COMP
 DD1822  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 DD1822
 DD1822  VERT ORDER  -  FIRST     CLASS II
 DD1822
 DD1822.The horizontal coordinates were scaled from a topographic map and have
 DD1822.an estimated accuracy of +/- 6 seconds.
 DD1822
 DD1822.The orthometric height was determined by differential leveling
 DD1822.and adjusted by the National Geodetic Survey in June 1991..
 DD1822
 DD1822.The geoid height was determined by GEOID03.
 DD1822
 DD1822.The dynamic height is computed by dividing the NAVD 88
 DD1822.geopotential number by the normal gravity value computed on the
 DD1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1822.degrees latitude (g = 980.6199 gals.).
 DD1822
 DD1822.The modeled gravity was interpolated from observed gravity values.
 DD1822
 DD1822;                    North         East    Units  Estimated Accuracy
 DD1822;SPC SC       -   230,320.      782,630.      MT  (+/- 180 meters Scaled)
 DD1822
 DD1822                          SUPERSEDED SURVEY CONTROL
 DD1822
 DD1822  NGVD 29 (03/21/89)   21.393  (m)           70.19   (f) ADJUSTED    1 2
 DD1822
 DD1822.Superseded values are not recommended for survey control.
 DD1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1822.See file dsdata.txt to determine how the superseded data were derived.
 DD1822
 DD1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT730522(NAD 83)
 DD1822_MARKER: DD = SURVEY DISK
 DD1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1822_SP_SET: CONCRETE POST
 DD1822_STAMPING: VERT 26 318 1986
 DD1822_MARK LOGO: SCGS  
 DD1822_PROJECTION: FLUSH
 DD1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1822
 DD1822  HISTORY     - Date     Condition        Report By
 DD1822  HISTORY     - 1986     MONUMENTED       SCGS
 DD1822
 DD1822                          STATION DESCRIPTION
 DD1822
 DD1822'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1822'9.4 KM (5.85 MI) NW FROM CONWAY.
 DD1822'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1822'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1822'(0.5 MI) SOUTHWEST ALONG 16TH AVENUE, THENCE 8.4 KM (5.2 MI)
 DD1822'NORTHWESTERLY ALONG U.S. HIGHWAY 501, SET NEAR A POWER POLE BETWEEN A
 DD1822'SHINGLE-SIDED HOUSE AND A BRICK HOUSE AT THE JUNCTION OF STATE ROAD
 DD1822'591 (ENOCH ROAD), 54.0 METERS (177.2 FT) WEST SOUTHWEST OF THE CENTER
 DD1822'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 30.1 METERS (98.8 FT) SOUTH
 DD1822'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE, 28.7 METERS
 DD1822'(94.2 FT) WEST NORTHWEST OF THE NORTHEAST CORNER OF THE SIDED HOUSE,
 DD1822'21.5 METERS (70.5 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A SWIMMING
 DD1822'POOL AT THE BACK OF THE BRICK HOUSE, 1.8 METERS (5.9 FT) NORTHEAST OF
 DD1822'THE POWER POLE.
 DD1822'THE MARK IS 1.7 METERS  NE FROM  A WITNESS POST
 DD1822'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1823 ***********************************************************************
 DD1823  DESIGNATION -  26 319
 DD1823  PID         -  DD1823
 DD1823  STATE/COUNTY-  SC/HORRY
 DD1823  USGS QUAD   -  ADRIAN (1980)
 DD1823
 DD1823                         *CURRENT SURVEY CONTROL
 DD1823  ___________________________________________________________________
 DD1823* NAD 83(1986)-  33 53 12.     (N)    079 06 57.     (W)     SCALED    
 DD1823* NAVD 88     -        19.141  (meters)      62.80   (feet)  ADJUSTED  
 DD1823  ___________________________________________________________________
 DD1823  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DD1823  DYNAMIC HT  -          19.122 (meters)      62.74  (feet)  COMP
 DD1823  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 DD1823
 DD1823  VERT ORDER  -  FIRST     CLASS II
 DD1823
 DD1823.The horizontal coordinates were scaled from a topographic map and have
 DD1823.an estimated accuracy of +/- 6 seconds.
 DD1823
 DD1823.The orthometric height was determined by differential leveling
 DD1823.and adjusted by the National Geodetic Survey in June 1991..
 DD1823
 DD1823.The geoid height was determined by GEOID03.
 DD1823
 DD1823.The dynamic height is computed by dividing the NAVD 88
 DD1823.geopotential number by the normal gravity value computed on the
 DD1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1823.degrees latitude (g = 980.6199 gals.).
 DD1823
 DD1823.The modeled gravity was interpolated from observed gravity values.
 DD1823
 DD1823;                    North         East    Units  Estimated Accuracy
 DD1823;SPC SC       -   229,300.      783,860.      MT  (+/- 180 meters Scaled)
 DD1823
 DD1823                          SUPERSEDED SURVEY CONTROL
 DD1823
 DD1823  NGVD 29 (03/21/89)   19.447  (m)           63.80   (f) ADJUSTED    1 2
 DD1823
 DD1823.Superseded values are not recommended for survey control.
 DD1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1823.See file dsdata.txt to determine how the superseded data were derived.
 DD1823
 DD1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT742511(NAD 83)
 DD1823_MARKER: DD = SURVEY DISK
 DD1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1823_SP_SET: CONCRETE POST
 DD1823_STAMPING: VERT 26 319 1986
 DD1823_MARK LOGO: SCGS  
 DD1823_PROJECTION: FLUSH
 DD1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1823
 DD1823  HISTORY     - Date     Condition        Report By
 DD1823  HISTORY     - 1986     MONUMENTED       SCGS
 DD1823
 DD1823                          STATION DESCRIPTION
 DD1823
 DD1823'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1823'7.9 KM (4.9 MI) NW FROM CONWAY.
 DD1823'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1823'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1823'(0.5 MI) SOUTHWEST ALONG 16TH AVENUE, THENCE 6.8 KM (4.2 MI)
 DD1823'NORTHWESTERLY ALONG U.S. HIGHWAY 501, SET NEAR THE NORTH NORTHEAST
 DD1823'CORNER OF A CONVENIENCE STORE (J.R.S MINI MART) IN THE NORTH NORTHEAST
 DD1823'ANGLE OF STATE ROAD 1010, 33.95 METERS (111.4 FT) NORTHEAST OF THE
 DD1823'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 42.35 METERS (138.9 FT)
 DD1823'NORTHWEST OF THE CENTER OF THE ROAD, 4.44 METERS (14.6 FT) NORTHWEST
 DD1823'OF THE NORTH NORTHEAST CORNER OF THE STORE, 26.15 METERS (85.8 FT)
 DD1823'WEST SOUTHWEST OF A POWER POLE WITH SECURITY LIGHT.
 DD1823'THE MARK IS 0.77 METERS  SSE FROM  A WITNESS POST
 DD1823'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1824 ***********************************************************************
 DD1824  DESIGNATION -  26 320
 DD1824  PID         -  DD1824
 DD1824  STATE/COUNTY-  SC/HORRY
 DD1824  USGS QUAD   -  ADRIAN (1980)
 DD1824
 DD1824                         *CURRENT SURVEY CONTROL
 DD1824  ___________________________________________________________________
 DD1824* NAD 83(1986)-  33 53 45.     (N)    079 06 33.     (W)     SCALED    
 DD1824* NAVD 88     -        21.061  (meters)      69.10   (feet)  ADJUSTED  
 DD1824  ___________________________________________________________________
 DD1824  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DD1824  DYNAMIC HT  -          21.040 (meters)      69.03  (feet)  COMP
 DD1824  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 DD1824
 DD1824  VERT ORDER  -  FIRST     CLASS II
 DD1824
 DD1824.The horizontal coordinates were scaled from a topographic map and have
 DD1824.an estimated accuracy of +/- 6 seconds.
 DD1824
 DD1824.The orthometric height was determined by differential leveling
 DD1824.and adjusted by the National Geodetic Survey in June 1991..
 DD1824
 DD1824.The geoid height was determined by GEOID03.
 DD1824
 DD1824.The dynamic height is computed by dividing the NAVD 88
 DD1824.geopotential number by the normal gravity value computed on the
 DD1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1824.degrees latitude (g = 980.6199 gals.).
 DD1824
 DD1824.The modeled gravity was interpolated from observed gravity values.
 DD1824
 DD1824;                    North         East    Units  Estimated Accuracy
 DD1824;SPC SC       -   230,320.      784,450.      MT  (+/- 180 meters Scaled)
 DD1824
 DD1824                          SUPERSEDED SURVEY CONTROL
 DD1824
 DD1824  NGVD 29 (03/21/89)   21.367  (m)           70.10   (f) ADJUSTED    1 2
 DD1824
 DD1824.Superseded values are not recommended for survey control.
 DD1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1824.See file dsdata.txt to determine how the superseded data were derived.
 DD1824
 DD1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT748522(NAD 83)
 DD1824_MARKER: DD = SURVEY DISK
 DD1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1824_SP_SET: CONCRETE POST
 DD1824_STAMPING: VERT 26 320 1986
 DD1824_MARK LOGO: SCGS  
 DD1824_PROJECTION: FLUSH
 DD1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1824
 DD1824  HISTORY     - Date     Condition        Report By
 DD1824  HISTORY     - 1986     MONUMENTED       SCGS
 DD1824
 DD1824                          STATION DESCRIPTION
 DD1824
 DD1824'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1824'8.2 KM (5.1 MI) NW FROM CONWAY.
 DD1824'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1824'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1824'(0.5 MI) SOUTHWEST ALONG 16TH AVENUE, THENCE 6.8 KM (4.2 MI)
 DD1824'NORTHWESTERLY ALONG U.S. HIGHWAY 501, THENCE 1.3 KM (0.8 MI)
 DD1824'NORTHEASTERLY ALONG STATE ROAD 1010, SET NEAR A POWER POLE BETWEEN TWO
 DD1824'WOODEN HOUSES, 1.1 KM (0.7 MI) SOUTHWEST OF THE JUNCTION OF STATE ROAD
 DD1824'931, 30.0 METERS (98.4 FT) WEST NORTHWEST OF THE CENTER OF THE ROAD,
 DD1824'24.05 METERS (78.9 FT) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DD1824'HOUSE WITH A TWO-STALL OPEN GARAGE, 19.05 METERS (62.5 FT) NORTH
 DD1824'NORTHEAST OF THE NORTHEAST CORNER OF THE OTHER HOUSE, 0.8 METER
 DD1824'(2.6 FT) SOUTH SOUTHEAST OF THE POWER POLE.
 DD1824'THE MARK IS 0.8 METERS  SSE FROM  A WITNESS POST
 DD1824'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1829 ***********************************************************************
 DD1829  DESIGNATION -  26 321
 DD1829  PID         -  DD1829
 DD1829  STATE/COUNTY-  SC/HORRY
 DD1829  USGS QUAD   -  ADRIAN (1980)
 DD1829
 DD1829                         *CURRENT SURVEY CONTROL
 DD1829  ___________________________________________________________________
 DD1829* NAD 83(1986)-  33 52 35.     (N)    079 06 25.     (W)     SCALED    
 DD1829* NAVD 88     -        11.242  (meters)      36.88   (feet)  ADJUSTED  
 DD1829  ___________________________________________________________________
 DD1829  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DD1829  DYNAMIC HT  -          11.231 (meters)      36.85  (feet)  COMP
 DD1829  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 DD1829
 DD1829  VERT ORDER  -  FIRST     CLASS II
 DD1829
 DD1829.The horizontal coordinates were scaled from a topographic map and have
 DD1829.an estimated accuracy of +/- 6 seconds.
 DD1829
 DD1829.The orthometric height was determined by differential leveling
 DD1829.and adjusted by the National Geodetic Survey in June 1991..
 DD1829
 DD1829.The geoid height was determined by GEOID03.
 DD1829
 DD1829.The dynamic height is computed by dividing the NAVD 88
 DD1829.geopotential number by the normal gravity value computed on the
 DD1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1829.degrees latitude (g = 980.6199 gals.).
 DD1829
 DD1829.The modeled gravity was interpolated from observed gravity values.
 DD1829
 DD1829;                    North         East    Units  Estimated Accuracy
 DD1829;SPC SC       -   228,170.      784,700.      MT  (+/- 180 meters Scaled)
 DD1829
 DD1829                          SUPERSEDED SURVEY CONTROL
 DD1829
 DD1829  NGVD 29 (03/21/89)   11.548  (m)           37.89   (f) ADJUSTED    1 2
 DD1829
 DD1829.Superseded values are not recommended for survey control.
 DD1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1829.See file dsdata.txt to determine how the superseded data were derived.
 DD1829
 DD1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT750500(NAD 83)
 DD1829_MARKER: DD = SURVEY DISK
 DD1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1829_SP_SET: CONCRETE POST
 DD1829_STAMPING: VERT 26 321 1986
 DD1829_MARK LOGO: SCGS  
 DD1829_PROJECTION: FLUSH
 DD1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1829
 DD1829  HISTORY     - Date     Condition        Report By
 DD1829  HISTORY     - 1986     MONUMENTED       SCGS
 DD1829
 DD1829                          STATION DESCRIPTION
 DD1829
 DD1829'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1829'6.4 KM (4.0 MI) NW FROM CONWAY.
 DD1829'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1829'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM (0.5
 DD1829'MI) SOUTHWEST ALONG 16TH AVENUE, THENCE 5.3 KM (3.3 MI) NORTHWESTERLY
 DD1829'ALONG U.S. HIGHWAY 501, SET NEAR A LONE LIVE OAK TREE IN FRONT OF A
 DD1829'BRICK HOUSE IN THE NORTH ANGLE OF A SAND ROAD LEADING NORTHEAST, 1.4
 DD1829'KM (0.9 MI) SOUTHEAST OF THE JUNCTION OF STATE ROAD 1010, 21.55 METERS
 DD1829'(70.7 FT) EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD1829'HIGHWAY, 32.62 METERS (107.0 FT) SOUTH OF THE SOUTH SOUTHWEST CORNER
 DD1829'OF THE HOUSE, 12.3 METERS (40.4 FT) NORTH OF THE CENTER OF THE ROAD,
 DD1829'10.1 METERS (33.1 FT) NORTHEAST OF A POWER POLE, 3.65 METERS (12.0 FT)
 DD1829'NORTHWEST OF THE TREE.
 DD1829'THE MARK IS 10.2 METERS  NE FROM  A WITNESS POST
 DD1829'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1830 ***********************************************************************
 DD1830  DESIGNATION -  26 322
 DD1830  PID         -  DD1830
 DD1830  STATE/COUNTY-  SC/HORRY
 DD1830  USGS QUAD   -  CONWAY (1980)
 DD1830
 DD1830                         *CURRENT SURVEY CONTROL
 DD1830  ___________________________________________________________________
 DD1830* NAD 83(1986)-  33 51 52.     (N)    079 05 46.     (W)     SCALED    
 DD1830* NAVD 88     -        11.255  (meters)      36.93   (feet)  ADJUSTED  
 DD1830  ___________________________________________________________________
 DD1830  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DD1830  DYNAMIC HT  -          11.243 (meters)      36.89  (feet)  COMP
 DD1830  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 DD1830
 DD1830  VERT ORDER  -  FIRST     CLASS II
 DD1830
 DD1830.The horizontal coordinates were scaled from a topographic map and have
 DD1830.an estimated accuracy of +/- 6 seconds.
 DD1830
 DD1830.The orthometric height was determined by differential leveling
 DD1830.and adjusted by the National Geodetic Survey in June 1991..
 DD1830
 DD1830.The geoid height was determined by GEOID03.
 DD1830
 DD1830.The dynamic height is computed by dividing the NAVD 88
 DD1830.geopotential number by the normal gravity value computed on the
 DD1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1830.degrees latitude (g = 980.6199 gals.).
 DD1830
 DD1830.The modeled gravity was interpolated from observed gravity values.
 DD1830
 DD1830;                    North         East    Units  Estimated Accuracy
 DD1830;SPC SC       -   226,860.      785,720.      MT  (+/- 180 meters Scaled)
 DD1830
 DD1830                          SUPERSEDED SURVEY CONTROL
 DD1830
 DD1830  NGVD 29 (03/21/89)   11.560  (m)           37.93   (f) ADJUSTED    1 2
 DD1830
 DD1830.Superseded values are not recommended for survey control.
 DD1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1830.See file dsdata.txt to determine how the superseded data were derived.
 DD1830
 DD1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT761487(NAD 83)
 DD1830_MARKER: DD = SURVEY DISK
 DD1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1830_SP_SET: CONCRETE POST
 DD1830_STAMPING: VERT 26 322 1986
 DD1830_MARK LOGO: SCGS  
 DD1830_PROJECTION: FLUSH
 DD1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1830
 DD1830  HISTORY     - Date     Condition        Report By
 DD1830  HISTORY     - 1986     MONUMENTED       SCGS
 DD1830
 DD1830                          STATION DESCRIPTION
 DD1830
 DD1830'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1830'4.8 KM (3.0 MI) NW FROM CONWAY.
 DD1830'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1830'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM (0.5
 DD1830'MI) SOUTHWEST ALONG 16TH AVENUE, THENCE 3.6 KM (2.25 MI) NORTHWESTERLY
 DD1830'ALONG U.S. HIGHWAY 501, SET NEAR A POWER POLE ON THE NORTHWEST SIDE OF
 DD1830'A WOODEN BUILDING (K.T.S KOUNTRY KITCHEN), 0.5 KM (0.3 MI) NORTHWEST
 DD1830'OF THE EL BETHEL UNITED METHODIST CHURCH, 22.15 METERS (72.7 FT) EAST
 DD1830'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 13.97
 DD1830'METERS (45.8 FT) SOUTH SOUTHEAST OF A LONE PALMETTO TREE, 9.2 METERS
 DD1830'(30.2 FT) NORTH NORTHWEST OF THE WEST SOUTHWEST CORNER OF THE
 DD1830'BUILDING, 1.48 METERS (4.9 FT) SOUTHEAST OF THE POWER POLE.
 DD1830'THE MARK IS 1.5 METERS  SE FROM  A WITNESS POST
 DD1830'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1831 ***********************************************************************
 DD1831  DESIGNATION -  26 323
 DD1831  PID         -  DD1831
 DD1831  STATE/COUNTY-  SC/HORRY
 DD1831  USGS QUAD   -  CONWAY (1980)
 DD1831
 DD1831                         *CURRENT SURVEY CONTROL
 DD1831  ___________________________________________________________________
 DD1831* NAD 83(1986)-  33 51 21.     (N)    079 04 54.     (W)     SCALED    
 DD1831* NAVD 88     -         9.925  (meters)      32.56   (feet)  ADJUSTED  
 DD1831  ___________________________________________________________________
 DD1831  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DD1831  DYNAMIC HT  -           9.915 (meters)      32.53  (feet)  COMP
 DD1831  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 DD1831
 DD1831  VERT ORDER  -  FIRST     CLASS II
 DD1831
 DD1831.The horizontal coordinates were scaled from a topographic map and have
 DD1831.an estimated accuracy of +/- 6 seconds.
 DD1831
 DD1831.The orthometric height was determined by differential leveling
 DD1831.and adjusted by the National Geodetic Survey in June 1991..
 DD1831
 DD1831.The geoid height was determined by GEOID03.
 DD1831
 DD1831.The dynamic height is computed by dividing the NAVD 88
 DD1831.geopotential number by the normal gravity value computed on the
 DD1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1831.degrees latitude (g = 980.6199 gals.).
 DD1831
 DD1831.The modeled gravity was interpolated from observed gravity values.
 DD1831
 DD1831;                    North         East    Units  Estimated Accuracy
 DD1831;SPC SC       -   225,930.      787,080.      MT  (+/- 180 meters Scaled)
 DD1831
 DD1831                          SUPERSEDED SURVEY CONTROL
 DD1831
 DD1831  NGVD 29 (03/21/89)   10.230  (m)           33.56   (f) ADJUSTED    1 2
 DD1831
 DD1831.Superseded values are not recommended for survey control.
 DD1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1831.See file dsdata.txt to determine how the superseded data were derived.
 DD1831
 DD1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT774478(NAD 83)
 DD1831_MARKER: DD = SURVEY DISK
 DD1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1831_SP_SET: CONCRETE POST
 DD1831_STAMPING: VERT 26 323 1986
 DD1831_MARK LOGO: SCGS  
 DD1831_PROJECTION: FLUSH
 DD1831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1831
 DD1831  HISTORY     - Date     Condition        Report By
 DD1831  HISTORY     - 1986     MONUMENTED       SCGS
 DD1831
 DD1831                          STATION DESCRIPTION
 DD1831
 DD1831'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1831'3.2 KM (2.0 MI) NW FROM CONWAY.
 DD1831'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1831'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1831'(0.5 MI) SOUTHWEST ALONG 16TH AVENUE, THENCE 2.0 KM (1.25 MI)
 DD1831'NORTHWESTERLY ALONG U.S. HIGHWAY 501, SET NEAR THE SOUTH CORNER OF A
 DD1831'BRICK HOUSE ON THE SOUTH SIDE OF A LARGE POND, 25.65 METERS (84.2 FT)
 DD1831'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DD1831'12.1 METERS (39.7 FT) SOUTH SOUTHEAST OF A Y-SHAPED OAK TREE, 5.3
 DD1831'METERS (17.4 FT) SOUTHEAST OF THE CENTER OF A PAVED DRIVEWAY LEADING
 DD1831'TO THE HOUSE, 9.41 METERS (30.9 FT) SOUTH SOUTHEAST OF THE SOUTH
 DD1831'CORNER OF THE HOUSE.
 DD1831'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1832 ***********************************************************************
 DD1832  DESIGNATION -  26 324
 DD1832  PID         -  DD1832
 DD1832  STATE/COUNTY-  SC/HORRY
 DD1832  USGS QUAD   -  CONWAY (1980)
 DD1832
 DD1832                         *CURRENT SURVEY CONTROL
 DD1832  ___________________________________________________________________
 DD1832* NAD 83(1986)-  33 51 05.     (N)    079 04 30.     (W)     SCALED    
 DD1832* NAVD 88     -         9.093  (meters)      29.83   (feet)  ADJUSTED  
 DD1832  ___________________________________________________________________
 DD1832  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DD1832  DYNAMIC HT  -           9.084 (meters)      29.80  (feet)  COMP
 DD1832  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 DD1832
 DD1832  VERT ORDER  -  FIRST     CLASS II
 DD1832
 DD1832.The horizontal coordinates were scaled from a topographic map and have
 DD1832.an estimated accuracy of +/- 6 seconds.
 DD1832
 DD1832.The orthometric height was determined by differential leveling
 DD1832.and adjusted by the National Geodetic Survey in June 1991..
 DD1832
 DD1832.The geoid height was determined by GEOID03.
 DD1832
 DD1832.The dynamic height is computed by dividing the NAVD 88
 DD1832.geopotential number by the normal gravity value computed on the
 DD1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1832.degrees latitude (g = 980.6199 gals.).
 DD1832
 DD1832.The modeled gravity was interpolated from observed gravity values.
 DD1832
 DD1832;                    North         East    Units  Estimated Accuracy
 DD1832;SPC SC       -   225,450.      787,700.      MT  (+/- 180 meters Scaled)
 DD1832
 DD1832                          SUPERSEDED SURVEY CONTROL
 DD1832
 DD1832  NGVD 29 (03/21/89)    9.398  (m)           30.83   (f) ADJUSTED    1 2
 DD1832
 DD1832.Superseded values are not recommended for survey control.
 DD1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1832.See file dsdata.txt to determine how the superseded data were derived.
 DD1832
 DD1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT780473(NAD 83)
 DD1832_MARKER: DD = SURVEY DISK
 DD1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1832_SP_SET: CONCRETE POST
 DD1832_STAMPING: VERT 26 324 1986
 DD1832_MARK LOGO: SCGS  
 DD1832_PROJECTION: FLUSH
 DD1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1832
 DD1832  HISTORY     - Date     Condition        Report By
 DD1832  HISTORY     - 1986     MONUMENTED       SCGS
 DD1832
 DD1832                          STATION DESCRIPTION
 DD1832
 DD1832'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1832'IN CONWAY.
 DD1832'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1832'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM (0.5
 DD1832'MI) SOUTHWEST ALONG 16TH AVENUE, THENCE 1.3 KM (0.8 MI) NORTHWESTERLY
 DD1832'ALONG U.S. HIGHWAY 501, SET NEAR A FLAG POLE IN FRONT OF THE CONWAY
 DD1832'HIGH SCHOOL, 15.75 METERS (51.7 FT) SOUTHWEST OF THE CENTER OF A PAVED
 DD1832'ROAD AND PARKING LOT IN FRONT OF THE SCHOOL, 10.5 METERS (34.4 FT)
 DD1832'EAST OF THE CORNER OF THE SCHOOL WITH A TWO FOOT BY TWO FOOT MARBLE
 DD1832'INLAY WITH CONWAY HIGH SCHOOL JAMES D. PENLEY JR. GRAN MASTER OF
 DD1832'MASONS A.D. 1977 A.L. 5977 ENGRAVED, 7.93 METERS (26.0 FT) WEST
 DD1832'SOUTHWEST OF A FIRE HYDRANT, 8.56 METERS (28.1 FT) WEST OF THE FLAG
 DD1832'POLE.
 DD1832'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1833 ***********************************************************************
 DD1833  DESIGNATION -  26 325
 DD1833  PID         -  DD1833
 DD1833  STATE/COUNTY-  SC/HORRY
 DD1833  USGS QUAD   -  CONWAY (1980)
 DD1833
 DD1833                         *CURRENT SURVEY CONTROL
 DD1833  ___________________________________________________________________
 DD1833* NAD 83(1986)-  33 50 49.     (N)    079 03 57.     (W)     SCALED    
 DD1833* NAVD 88     -         7.130  (meters)      23.39   (feet)  ADJUSTED  
 DD1833  ___________________________________________________________________
 DD1833  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 DD1833  DYNAMIC HT  -           7.122 (meters)      23.37  (feet)  COMP
 DD1833  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 DD1833
 DD1833  VERT ORDER  -  FIRST     CLASS II
 DD1833
 DD1833.The horizontal coordinates were scaled from a topographic map and have
 DD1833.an estimated accuracy of +/- 6 seconds.
 DD1833
 DD1833.The orthometric height was determined by differential leveling
 DD1833.and adjusted by the National Geodetic Survey in June 1991..
 DD1833
 DD1833.The geoid height was determined by GEOID03.
 DD1833
 DD1833.The dynamic height is computed by dividing the NAVD 88
 DD1833.geopotential number by the normal gravity value computed on the
 DD1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1833.degrees latitude (g = 980.6199 gals.).
 DD1833
 DD1833.The modeled gravity was interpolated from observed gravity values.
 DD1833
 DD1833;                    North         East    Units  Estimated Accuracy
 DD1833;SPC SC       -   224,980.      788,560.      MT  (+/- 180 meters Scaled)
 DD1833
 DD1833                          SUPERSEDED SURVEY CONTROL
 DD1833
 DD1833  NGVD 29 (03/21/89)    7.434  (m)           24.39   (f) ADJUSTED    1 2
 DD1833
 DD1833.Superseded values are not recommended for survey control.
 DD1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1833.See file dsdata.txt to determine how the superseded data were derived.
 DD1833
 DD1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT789468(NAD 83)
 DD1833_MARKER: DD = SURVEY DISK
 DD1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1833_SP_SET: CONCRETE POST
 DD1833_STAMPING: VERT 26 325 1986
 DD1833_MARK LOGO: SCGS  
 DD1833_PROJECTION: FLUSH
 DD1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1833
 DD1833  HISTORY     - Date     Condition        Report By
 DD1833  HISTORY     - 1986     MONUMENTED       SCGS
 DD1833
 DD1833                          STATION DESCRIPTION
 DD1833
 DD1833'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1833'IN CONWAY.
 DD1833'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1833'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM (0.5
 DD1833'MI) SOUTHWEST ALONG 16TH AVENUE, THENCE 0.3 KM (0.2 MI) NORTHWESTERLY
 DD1833'ALONG U.S. HIGHWAY 501, SET NEAR A FLAG POLE AT THE NORTH CORNER OF
 DD1833'THE CITIZENS AND SOUTHERN NATIONAL BANK IN WACCAMAW SQUARE SHOPPING
 DD1833'CENTER, 25.15 METERS (82.5 FT) SOUTHWEST OF THE CENTER OF THE
 DD1833'SOUTHBOUND LANES OF THE HIGHWAY, 24.85 METERS (81.5 FT) SOUTH OF A
 DD1833'POWER POLE, 1.33 METERS (4.4 FT) SOUTH SOUTHWEST OF THE FLAG POLE,
 DD1833'2.02 METERS (6.6 FT) NORTHWEST OF THE NORTH CORNER OF THE BANK.
 DD1833'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1834 ***********************************************************************
 DD1834  DESIGNATION -  26 326
 DD1834  PID         -  DD1834
 DD1834  STATE/COUNTY-  SC/HORRY
 DD1834  USGS QUAD   -  CONWAY (1980)
 DD1834
 DD1834                         *CURRENT SURVEY CONTROL
 DD1834  ___________________________________________________________________
 DD1834* NAD 83(1986)-  33 50 26.     (N)    079 03 36.     (W)     SCALED    
 DD1834* NAVD 88     -        13.923  (meters)      45.68   (feet)  ADJUSTED  
 DD1834  ___________________________________________________________________
 DD1834  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DD1834  DYNAMIC HT  -          13.909 (meters)      45.63  (feet)  COMP
 DD1834  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 DD1834
 DD1834  VERT ORDER  -  FIRST     CLASS II
 DD1834
 DD1834.The horizontal coordinates were scaled from a topographic map and have
 DD1834.an estimated accuracy of +/- 6 seconds.
 DD1834
 DD1834.The orthometric height was determined by differential leveling
 DD1834.and adjusted by the National Geodetic Survey in June 1991..
 DD1834
 DD1834.The geoid height was determined by GEOID03.
 DD1834
 DD1834.The dynamic height is computed by dividing the NAVD 88
 DD1834.geopotential number by the normal gravity value computed on the
 DD1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1834.degrees latitude (g = 980.6199 gals.).
 DD1834
 DD1834.The modeled gravity was interpolated from observed gravity values.
 DD1834
 DD1834;                    North         East    Units  Estimated Accuracy
 DD1834;SPC SC       -   224,280.      789,110.      MT  (+/- 180 meters Scaled)
 DD1834
 DD1834                          SUPERSEDED SURVEY CONTROL
 DD1834
 DD1834  NGVD 29 (03/21/89)   14.228  (m)           46.68   (f) ADJUSTED    1 2
 DD1834
 DD1834.Superseded values are not recommended for survey control.
 DD1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1834.See file dsdata.txt to determine how the superseded data were derived.
 DD1834
 DD1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT795461(NAD 83)
 DD1834_MARKER: DD = SURVEY DISK
 DD1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1834_SP_SET: CONCRETE POST
 DD1834_STAMPING: VERT 26 236 1986
 DD1834_MARK LOGO: SCGS  
 DD1834_PROJECTION: FLUSH
 DD1834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1834
 DD1834  HISTORY     - Date     Condition        Report By
 DD1834  HISTORY     - 1986     MONUMENTED       SCGS
 DD1834
 DD1834                          STATION DESCRIPTION
 DD1834
 DD1834'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1834'IN CONWAY.
 DD1834'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1834'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM (0.5
 DD1834'MI) SOUTHWEST ALONG 16TH AVENUE, THENCE 0.6 KM (0.4 MI) SOUTHEASTERLY
 DD1834'ALONG U.S. HIGHWAY 501 (CHURCH STREET), SET NEAR THE SOUTHWEST CORNER
 DD1834'OF THE SAINT JAMES CATHOLIC CHURCH IN THE NORTHEAST ANGLE OF 11TH
 DD1834'AVENUE, 23.05 METERS (75.6 FT) EAST OF THE CENTER OF THE NORTHBOUND
 DD1834'LANES OF THE HIGHWAY, 17.9 METERS (58.7 FT) NORTHWEST OF THE CENTER OF
 DD1834'THE AVENUE, 9.0 METERS (29.5 FT) NORTHEAST OF A 22-INCH PINE TREE,
 DD1834'1.46 METERS (4.8 FT) SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH.
 DD1834'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1885 ***********************************************************************
 EB1885  DESIGNATION -  26 327
 EB1885  PID         -  EB1885
 EB1885  STATE/COUNTY-  SC/HORRY
 EB1885  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1885
 EB1885                         *CURRENT SURVEY CONTROL
 EB1885  ___________________________________________________________________
 EB1885* NAD 83(1986)-  34 00 21.     (N)    079 11 55.     (W)     SCALED    
 EB1885* NAVD 88     -        27.164  (meters)      89.12   (feet)  ADJUSTED  
 EB1885  ___________________________________________________________________
 EB1885  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 EB1885  DYNAMIC HT  -          27.137 (meters)      89.03  (feet)  COMP
 EB1885  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 EB1885
 EB1885  VERT ORDER  -  FIRST     CLASS II
 EB1885
 EB1885.The horizontal coordinates were scaled from a topographic map and have
 EB1885.an estimated accuracy of +/- 6 seconds.
 EB1885
 EB1885.The orthometric height was determined by differential leveling
 EB1885.and adjusted by the National Geodetic Survey in June 1991..
 EB1885
 EB1885.The geoid height was determined by GEOID03.
 EB1885
 EB1885.The dynamic height is computed by dividing the NAVD 88
 EB1885.geopotential number by the normal gravity value computed on the
 EB1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1885.degrees latitude (g = 980.6199 gals.).
 EB1885
 EB1885.The modeled gravity was interpolated from observed gravity values.
 EB1885
 EB1885;                    North         East    Units  Estimated Accuracy
 EB1885;SPC SC       -   242,370.      775,970.      MT  (+/- 180 meters Scaled)
 EB1885
 EB1885                          SUPERSEDED SURVEY CONTROL
 EB1885
 EB1885  NGVD 29 (03/21/89)   27.470  (m)           90.12   (f) ADJUSTED    1 2
 EB1885
 EB1885.Superseded values are not recommended for survey control.
 EB1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1885.See file dsdata.txt to determine how the superseded data were derived.
 EB1885
 EB1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT663642(NAD 83)
 EB1885_MARKER: DD = SURVEY DISK
 EB1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1885_SP_SET: CONCRETE POST
 EB1885_STAMPING: VERT 26 327 1986
 EB1885_MARK LOGO: SCGS  
 EB1885_PROJECTION: FLUSH
 EB1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1885
 EB1885  HISTORY     - Date     Condition        Report By
 EB1885  HISTORY     - 1986     MONUMENTED       SCGS
 EB1885
 EB1885                          STATION DESCRIPTION
 EB1885
 EB1885'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1885'IN AYNOR.
 EB1885'0.8 KM (0.5 MI) EAST SOUTHEAST ALONG STATE HIGHWAY 319 (ELM STREET)
 EB1885'FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 0.6 KM (0.4 MI)
 EB1885'NORTH NORTHEAST ALONG STATE ROAD 32 (9TH AVENUE), SET NEAR A POWER
 EB1885'POLE IN FRONT OF A HOUSE IN THE WEST ANGLE OF A PAVED ROAD (ASH
 EB1885'STREET), 17.0 METERS (55.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 EB1885'THE HOUSE, 8.9 METERS (29.2 FT) WEST NORTHWEST OF THE CENTER OF THE
 EB1885'AVENUE, 9.0 METERS (29.5 FT) SOUTH SOUTHWEST OF THE CENTER OF THE
 EB1885'STREET, 1.15 METERS (3.8 FT) WEST OF THE POWER POLE.
 EB1885'THE MARK IS 1.25 METERS  W FROM  A WITNESS POST
 EB1885'THE MARK IS 0.3 M BELOW THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1839 ***********************************************************************
 DD1839  DESIGNATION -  26 328
 DD1839  PID         -  DD1839
 DD1839  STATE/COUNTY-  SC/HORRY
 DD1839  USGS QUAD   -  HORRY (1980)
 DD1839
 DD1839                         *CURRENT SURVEY CONTROL
 DD1839  ___________________________________________________________________
 DD1839* NAD 83(1986)-  33 59 52.     (N)    079 11 36.     (W)     SCALED    
 DD1839* NAVD 88     -        29.313  (meters)      96.17   (feet)  ADJUSTED  
 DD1839  ___________________________________________________________________
 DD1839  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DD1839  DYNAMIC HT  -          29.284 (meters)      96.08  (feet)  COMP
 DD1839  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 DD1839
 DD1839  VERT ORDER  -  FIRST     CLASS II
 DD1839
 DD1839.The horizontal coordinates were scaled from a topographic map and have
 DD1839.an estimated accuracy of +/- 6 seconds.
 DD1839
 DD1839.The orthometric height was determined by differential leveling
 DD1839.and adjusted by the National Geodetic Survey in June 1991..
 DD1839
 DD1839.The geoid height was determined by GEOID03.
 DD1839
 DD1839.The dynamic height is computed by dividing the NAVD 88
 DD1839.geopotential number by the normal gravity value computed on the
 DD1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1839.degrees latitude (g = 980.6199 gals.).
 DD1839
 DD1839.The modeled gravity was interpolated from observed gravity values.
 DD1839
 DD1839;                    North         East    Units  Estimated Accuracy
 DD1839;SPC SC       -   241,490.      776,470.      MT  (+/- 180 meters Scaled)
 DD1839
 DD1839                          SUPERSEDED SURVEY CONTROL
 DD1839
 DD1839  NGVD 29 (03/21/89)   29.620  (m)           97.18   (f) ADJUSTED    1 2
 DD1839
 DD1839.Superseded values are not recommended for survey control.
 DD1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1839.See file dsdata.txt to determine how the superseded data were derived.
 DD1839
 DD1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT668633(NAD 83)
 DD1839_MARKER: DD = SURVEY DISK
 DD1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1839_SP_SET: CONCRETE POST
 DD1839_STAMPING: VERT 26 328 1986
 DD1839_MARK LOGO: SCGS  
 DD1839_PROJECTION: FLUSH
 DD1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1839
 DD1839  HISTORY     - Date     Condition        Report By
 DD1839  HISTORY     - 1986     MONUMENTED       SCGS
 DD1839
 DD1839                          STATION DESCRIPTION
 DD1839
 DD1839'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1839'IN AYNOR.
 DD1839'1.35 KM (0.85 MI) EAST SOUTHEAST ALONG STATE HIGHWAY 319 (ELM STREET)
 DD1839'FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 0.2 KM (0.1 MI)
 DD1839'SOUTHWEST ALONG 12TH AVENUE, SET NEAR A FLAG POLE IN FRONT OF THE
 DD1839'AYNOR ELEMENTARY SCHOOL AND IN LINE WITH THE CENTER OF NORTH MAIN
 DD1839'STREET, 24.07 METERS (79.0 FT) EAST SOUTHEAST OF THE CENTER OF THE
 DD1839'AVENUE, 29.95 METERS (98.3 FT) NORTHWEST OF THE SOUTHWEST CORNER OF
 DD1839'THE SCHOOL, 14.47 METERS (47.5 FT) SOUTHEAST OF A POWER POLE DQ27,
 DD1839'1.33 METERS (4.4 FT) WEST NORTHWEST OF THE FLAG POLE.
 DD1839'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1838 ***********************************************************************
 DD1838  DESIGNATION -  26 329
 DD1838  PID         -  DD1838
 DD1838  STATE/COUNTY-  SC/HORRY
 DD1838  USGS QUAD   -  HORRY (1980)
 DD1838
 DD1838                         *CURRENT SURVEY CONTROL
 DD1838  ___________________________________________________________________
 DD1838* NAD 83(1986)-  33 59 48.     (N)    079 10 39.     (W)     SCALED    
 DD1838* NAVD 88     -        22.627  (meters)      74.24   (feet)  ADJUSTED  
 DD1838  ___________________________________________________________________
 DD1838  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD1838  DYNAMIC HT  -          22.604 (meters)      74.16  (feet)  COMP
 DD1838  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 DD1838
 DD1838  VERT ORDER  -  FIRST     CLASS II
 DD1838
 DD1838.The horizontal coordinates were scaled from a topographic map and have
 DD1838.an estimated accuracy of +/- 6 seconds.
 DD1838
 DD1838.The orthometric height was determined by differential leveling
 DD1838.and adjusted by the National Geodetic Survey in June 1991..
 DD1838
 DD1838.The geoid height was determined by GEOID03.
 DD1838
 DD1838.The dynamic height is computed by dividing the NAVD 88
 DD1838.geopotential number by the normal gravity value computed on the
 DD1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1838.degrees latitude (g = 980.6199 gals.).
 DD1838
 DD1838.The modeled gravity was interpolated from observed gravity values.
 DD1838
 DD1838;                    North         East    Units  Estimated Accuracy
 DD1838;SPC SC       -   241,390.      777,940.      MT  (+/- 180 meters Scaled)
 DD1838
 DD1838                          SUPERSEDED SURVEY CONTROL
 DD1838
 DD1838  NGVD 29 (03/21/89)   22.933  (m)           75.24   (f) ADJUSTED    1 2
 DD1838
 DD1838.Superseded values are not recommended for survey control.
 DD1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1838.See file dsdata.txt to determine how the superseded data were derived.
 DD1838
 DD1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT683632(NAD 83)
 DD1838_MARKER: DD = SURVEY DISK
 DD1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1838_SP_SET: CONCRETE POST
 DD1838_STAMPING: VERT 26 329 1986
 DD1838_MARK LOGO: SCGS  
 DD1838_PROJECTION: FLUSH
 DD1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1838
 DD1838  HISTORY     - Date     Condition        Report By
 DD1838  HISTORY     - 1986     MONUMENTED       SCGS
 DD1838
 DD1838                          STATION DESCRIPTION
 DD1838
 DD1838'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1838'2.3 KM (1.4 MI) EAST FROM AYNOR.
 DD1838'2.9 KM (1.8 MI) EAST SOUTHEAST ALONG STATE HIGHWAY 319 (ELM STREET)
 DD1838'FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, SET NEAR A POWER POLE
 DD1838'IN FRONT OF A BRICK HOUSE IN THE NORTHWEST ANGLE OF STATE ROAD 567,
 DD1838'35.78 METERS (117.4 FT) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DD1838'HOUSE, 13.6 METERS (44.6 FT) WEST OF THE CENTER OF THE ROAD,
 DD1838'9.5 METERS (31.2 FT) NORTH OF THE CENTER OF THE HIGHWAY, 2.4 METERS
 DD1838'(7.9 FT) NORTHWEST OF THE POWER POLE.
 DD1838'THE MARK IS 2.4 METERS  NW FROM  A WITNESS POST
 DD1838'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1837 ***********************************************************************
 DD1837  DESIGNATION -  26 330
 DD1837  PID         -  DD1837
 DD1837  STATE/COUNTY-  SC/HORRY
 DD1837  USGS QUAD   -  HORRY (1980)
 DD1837
 DD1837                         *CURRENT SURVEY CONTROL
 DD1837  ___________________________________________________________________
 DD1837* NAD 83(1986)-  33 59 31.     (N)    079 09 51.     (W)     SCALED    
 DD1837* NAVD 88     -        29.092  (meters)      95.45   (feet)  ADJUSTED  
 DD1837  ___________________________________________________________________
 DD1837  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DD1837  DYNAMIC HT  -          29.063 (meters)      95.35  (feet)  COMP
 DD1837  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 DD1837
 DD1837  VERT ORDER  -  FIRST     CLASS II
 DD1837
 DD1837.The horizontal coordinates were scaled from a topographic map and have
 DD1837.an estimated accuracy of +/- 6 seconds.
 DD1837
 DD1837.The orthometric height was determined by differential leveling
 DD1837.and adjusted by the National Geodetic Survey in June 1991..
 DD1837
 DD1837.The geoid height was determined by GEOID03.
 DD1837
 DD1837.The dynamic height is computed by dividing the NAVD 88
 DD1837.geopotential number by the normal gravity value computed on the
 DD1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1837.degrees latitude (g = 980.6199 gals.).
 DD1837
 DD1837.The modeled gravity was interpolated from observed gravity values.
 DD1837
 DD1837;                    North         East    Units  Estimated Accuracy
 DD1837;SPC SC       -   240,890.      779,180.      MT  (+/- 180 meters Scaled)
 DD1837
 DD1837                          SUPERSEDED SURVEY CONTROL
 DD1837
 DD1837  NGVD 29 (03/21/89)   29.399  (m)           96.45   (f) ADJUSTED    1 2
 DD1837
 DD1837.Superseded values are not recommended for survey control.
 DD1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1837.See file dsdata.txt to determine how the superseded data were derived.
 DD1837
 DD1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT695627(NAD 83)
 DD1837_MARKER: DD = SURVEY DISK
 DD1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1837_SP_SET: CONCRETE POST
 DD1837_STAMPING: VERT 26 330 1986
 DD1837_MARK LOGO: SCGS  
 DD1837_PROJECTION: FLUSH
 DD1837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1837
 DD1837  HISTORY     - Date     Condition        Report By
 DD1837  HISTORY     - 1986     MONUMENTED       SCGS
 DD1837
 DD1837                          STATION DESCRIPTION
 DD1837
 DD1837'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1837'3.5 KM (2.2 MI) ESE FROM AYNOR.
 DD1837'4.2 KM (2.6 MI) EAST SOUTHEASTERLY ALONG STATE HIGHWAY 319 (ELM
 DD1837'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, SET NEAR A
 DD1837'POWER POLE IN FRONT OF THE AYNOR FIRE LOOKOUT TOWER, 35.8 METERS
 DD1837'(117.5 FT) SOUTH SOUTHEAST OF THE SOUTH CORNER OF A HOUSE ON THE WEST
 DD1837'SIDE OF THE TOWER, 27.8 METERS (91.2 FT) NORTHEAST OF THE CENTER OF
 DD1837'THE HIGHWAY, 11.43 METERS (37.5 FT) WEST OF THE SOUTH LEG OF THE
 DD1837'TOWER, 1.4 METERS (4.6 FT) SOUTHWEST OF THE POWER POLE.
 DD1837'THE MARK IS 1.25 METERS  SW FROM  A WITNESS POST
 DD1837'THE MARK IS 0.60 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1836 ***********************************************************************
 DD1836  DESIGNATION -  26 331
 DD1836  PID         -  DD1836
 DD1836  STATE/COUNTY-  SC/HORRY
 DD1836  USGS QUAD   -  HORRY (1980)
 DD1836
 DD1836                         *CURRENT SURVEY CONTROL
 DD1836  ___________________________________________________________________
 DD1836* NAD 83(1986)-  33 58 57.     (N)    079 08 54.     (W)     SCALED    
 DD1836* NAVD 88     -        23.753  (meters)      77.93   (feet)  ADJUSTED  
 DD1836  ___________________________________________________________________
 DD1836  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DD1836  DYNAMIC HT  -          23.729 (meters)      77.85  (feet)  COMP
 DD1836  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 DD1836
 DD1836  VERT ORDER  -  FIRST     CLASS II
 DD1836
 DD1836.The horizontal coordinates were scaled from a topographic map and have
 DD1836.an estimated accuracy of +/- 6 seconds.
 DD1836
 DD1836.The orthometric height was determined by differential leveling
 DD1836.and adjusted by the National Geodetic Survey in June 1991..
 DD1836
 DD1836.The geoid height was determined by GEOID03.
 DD1836
 DD1836.The dynamic height is computed by dividing the NAVD 88
 DD1836.geopotential number by the normal gravity value computed on the
 DD1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1836.degrees latitude (g = 980.6199 gals.).
 DD1836
 DD1836.The modeled gravity was interpolated from observed gravity values.
 DD1836
 DD1836;                    North         East    Units  Estimated Accuracy
 DD1836;SPC SC       -   239,870.      780,660.      MT  (+/- 180 meters Scaled)
 DD1836
 DD1836                          SUPERSEDED SURVEY CONTROL
 DD1836
 DD1836  NGVD 29 (03/21/89)   24.060  (m)           78.94   (f) ADJUSTED    1 2
 DD1836
 DD1836.Superseded values are not recommended for survey control.
 DD1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1836.See file dsdata.txt to determine how the superseded data were derived.
 DD1836
 DD1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT710617(NAD 83)
 DD1836_MARKER: DD = SURVEY DISK
 DD1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1836_SP_SET: CONCRETE POST
 DD1836_STAMPING: VERT 26 331 1986
 DD1836_MARK LOGO: SCGS  
 DD1836_PROJECTION: FLUSH
 DD1836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1836
 DD1836  HISTORY     - Date     Condition        Report By
 DD1836  HISTORY     - 1986     MONUMENTED       SCGS
 DD1836
 DD1836                          STATION DESCRIPTION
 DD1836
 DD1836'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1836'5.1 KM (3.2 MI) ESE FROM AYNOR.
 DD1836'6.0 KM (3.7 MI) EAST SOUTHEASTERLY ALONG STATE HIGHWAY 319 (ELM
 DD1836'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, SET NEAR A
 DD1836'POWER POLE WITH A SECURITY LIGHT ON THE SOUTHEAST SIDE OF A BRICK
 DD1836'HOUSE, 0.3 KM (0.2 MI) NORTHWEST OF THE JUNCTION OF STATE ROAD 23,
 DD1836'50.0 METERS (164.0 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 17.85
 DD1836'METERS (58.6 FT) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DD1836'TWO-STALL GARAGE, 11.9 METERS (39.0 FT) EAST SOUTHEAST OF THE
 DD1836'SOUTHEAST CORNER OF THE HOUSE, 1.3 METERS (4.3 FT) WEST SOUTHWEST OF
 DD1836'THE POWER POLE.
 DD1836'THE MARK IS ABOVE LEVEL WITH THE CONCRETE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1835 ***********************************************************************
 DD1835  DESIGNATION -  26 332
 DD1835  PID         -  DD1835
 DD1835  STATE/COUNTY-  SC/HORRY
 DD1835  USGS QUAD   -  HORRY (1980)
 DD1835
 DD1835                         *CURRENT SURVEY CONTROL
 DD1835  ___________________________________________________________________
 DD1835* NAD 83(1986)-  33 59 26.     (N)    079 09 17.     (W)     SCALED    
 DD1835* NAVD 88     -        28.975  (meters)      95.06   (feet)  ADJUSTED  
 DD1835  ___________________________________________________________________
 DD1835  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DD1835  DYNAMIC HT  -          28.946 (meters)      94.97  (feet)  COMP
 DD1835  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 DD1835
 DD1835  VERT ORDER  -  FIRST     CLASS II
 DD1835
 DD1835.The horizontal coordinates were scaled from a topographic map and have
 DD1835.an estimated accuracy of +/- 6 seconds.
 DD1835
 DD1835.The orthometric height was determined by differential leveling
 DD1835.and adjusted by the National Geodetic Survey in June 1991..
 DD1835
 DD1835.The geoid height was determined by GEOID03.
 DD1835
 DD1835.The dynamic height is computed by dividing the NAVD 88
 DD1835.geopotential number by the normal gravity value computed on the
 DD1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1835.degrees latitude (g = 980.6199 gals.).
 DD1835
 DD1835.The modeled gravity was interpolated from observed gravity values.
 DD1835
 DD1835;                    North         East    Units  Estimated Accuracy
 DD1835;SPC SC       -   240,750.      780,050.      MT  (+/- 180 meters Scaled)
 DD1835
 DD1835                          SUPERSEDED SURVEY CONTROL
 DD1835
 DD1835  NGVD 29 (03/21/89)   29.282  (m)           96.07   (f) ADJUSTED    1 2
 DD1835
 DD1835.Superseded values are not recommended for survey control.
 DD1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1835.See file dsdata.txt to determine how the superseded data were derived.
 DD1835
 DD1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT704626(NAD 83)
 DD1835_MARKER: DD = SURVEY DISK
 DD1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1835_SP_SET: CONCRETE POST
 DD1835_STAMPING: VERT 26 332 1986
 DD1835_MARK LOGO: SCGS  
 DD1835_PROJECTION: FLUSH
 DD1835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1835
 DD1835  HISTORY     - Date     Condition        Report By
 DD1835  HISTORY     - 1986     MONUMENTED       SCGS
 DD1835
 DD1835                          STATION DESCRIPTION
 DD1835
 DD1835'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1835'5.1 KM (3.2 MI) ESE FROM AYNOR.
 DD1835'6.35 KM (3.95 MI) EAST SOUTHEASTERLY ALONG STATE HIGHWAY 319 (ELM
 DD1835'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 1.1 KM
 DD1835'(0.7 MI) NORTHERLY ALONG STATE ROAD 23, SET NEAR A TELEPHONE JUNCTION
 DD1835'BOX IN FRONT OF A WOODEN HOUSE, 13.0 METERS (42.7 FT) WEST NORTHWEST
 DD1835'OF THE NORTHWEST CORNER OF THE HOUSE, 6.0 METERS (19.7 FT) WEST OF A
 DD1835'LONE LIVE OAK TREE, 9.15 METERS (30.0 FT) EAST OF THE CENTER OF THE
 DD1835'ROAD, 2.8 METERS (9.2 FT) NORTH NORTHEAST OF THE JUNCTION BOX.
 DD1835'THE MARK IS 2.63 METERS  NNE FROM  A WITNESS POST
 DD1835'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1884 ***********************************************************************
 EB1884  DESIGNATION -  26 333
 EB1884  PID         -  EB1884
 EB1884  STATE/COUNTY-  SC/HORRY
 EB1884  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1884
 EB1884                         *CURRENT SURVEY CONTROL
 EB1884  ___________________________________________________________________
 EB1884* NAD 83(1986)-  34 00 14.     (N)    079 08 52.     (W)     SCALED    
 EB1884* NAVD 88     -        32.154  (meters)     105.49   (feet)  ADJUSTED  
 EB1884  ___________________________________________________________________
 EB1884  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 EB1884  DYNAMIC HT  -          32.122 (meters)     105.39  (feet)  COMP
 EB1884  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 EB1884
 EB1884  VERT ORDER  -  FIRST     CLASS II
 EB1884
 EB1884.The horizontal coordinates were scaled from a topographic map and have
 EB1884.an estimated accuracy of +/- 6 seconds.
 EB1884
 EB1884.The orthometric height was determined by differential leveling
 EB1884.and adjusted by the National Geodetic Survey in June 1991..
 EB1884
 EB1884.The geoid height was determined by GEOID03.
 EB1884
 EB1884.The dynamic height is computed by dividing the NAVD 88
 EB1884.geopotential number by the normal gravity value computed on the
 EB1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1884.degrees latitude (g = 980.6199 gals.).
 EB1884
 EB1884.The modeled gravity was interpolated from observed gravity values.
 EB1884
 EB1884;                    North         East    Units  Estimated Accuracy
 EB1884;SPC SC       -   242,240.      780,670.      MT  (+/- 180 meters Scaled)
 EB1884
 EB1884                          SUPERSEDED SURVEY CONTROL
 EB1884
 EB1884  NGVD 29 (03/21/89)   32.461  (m)          106.50   (f) ADJUSTED    1 2
 EB1884
 EB1884.Superseded values are not recommended for survey control.
 EB1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1884.See file dsdata.txt to determine how the superseded data were derived.
 EB1884
 EB1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT710641(NAD 83)
 EB1884_MARKER: DD = SURVEY DISK
 EB1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1884_SP_SET: CONCRETE POST
 EB1884_STAMPING: VERT 26 333 1986
 EB1884_MARK LOGO: SCGS  
 EB1884_PROJECTION: FLUSH
 EB1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1884
 EB1884  HISTORY     - Date     Condition        Report By
 EB1884  HISTORY     - 1986     MONUMENTED       SCGS
 EB1884
 EB1884                          STATION DESCRIPTION
 EB1884
 EB1884'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1884'5.0 KM (3.1 MI) EAST FROM AYNOR.
 EB1884'6.35 KM (3.95 MI) EAST SOUTHEASTERLY ALONG STATE HIGHWAY 319 (ELM
 EB1884'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 2.7 KM
 EB1884'(1.7 MI) NORTHERLY ALONG STATE ROAD 23, SET NEAR A LONE LIVE OAK TREE
 EB1884'IN FRONT OF A VINYL-SIDED HOUSE (ALSO A BUSINESS, NELLS BEAUTY SHOP),
 EB1884'1.2 KM (0.75 MI) SOUTH OF THE JUNCTION OF STATE ROAD 1115, 27.8 METERS
 EB1884'(91.2 FT) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 EB1884'12.5 METERS (41.0 FT) WEST OF THE CENTER OF THE ROAD, 8.55 METERS
 EB1884'(28.1 FT) NORTH NORTHWEST OF THE TREE, 18.55 METERS (60.9 FT)
 EB1884'SOUTHEAST OF A LONE 28-INCH PINE TREE.
 EB1884'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1883 ***********************************************************************
 EB1883  DESIGNATION -  26 334
 EB1883  PID         -  EB1883
 EB1883  STATE/COUNTY-  SC/HORRY
 EB1883  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1883
 EB1883                         *CURRENT SURVEY CONTROL
 EB1883  ___________________________________________________________________
 EB1883* NAD 83(1986)-  34 00 59.     (N)    079 09 13.     (W)     SCALED    
 EB1883* NAVD 88     -        29.208  (meters)      95.83   (feet)  ADJUSTED  
 EB1883  ___________________________________________________________________
 EB1883  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 EB1883  DYNAMIC HT  -          29.179 (meters)      95.73  (feet)  COMP
 EB1883  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 EB1883
 EB1883  VERT ORDER  -  FIRST     CLASS II
 EB1883
 EB1883.The horizontal coordinates were scaled from a topographic map and have
 EB1883.an estimated accuracy of +/- 6 seconds.
 EB1883
 EB1883.The orthometric height was determined by differential leveling
 EB1883.and adjusted by the National Geodetic Survey in June 1991..
 EB1883
 EB1883.The geoid height was determined by GEOID03.
 EB1883
 EB1883.The dynamic height is computed by dividing the NAVD 88
 EB1883.geopotential number by the normal gravity value computed on the
 EB1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1883.degrees latitude (g = 980.6199 gals.).
 EB1883
 EB1883.The modeled gravity was interpolated from observed gravity values.
 EB1883
 EB1883;                    North         East    Units  Estimated Accuracy
 EB1883;SPC SC       -   243,620.      780,100.      MT  (+/- 180 meters Scaled)
 EB1883
 EB1883                          SUPERSEDED SURVEY CONTROL
 EB1883
 EB1883  NGVD 29 (03/21/89)   29.515  (m)           96.83   (f) ADJUSTED    1 2
 EB1883
 EB1883.Superseded values are not recommended for survey control.
 EB1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1883.See file dsdata.txt to determine how the superseded data were derived.
 EB1883
 EB1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT704655(NAD 83)
 EB1883_MARKER: DD = SURVEY DISK
 EB1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1883_SP_SET: CONCRETE POST
 EB1883_STAMPING: VERT 26 334 1986
 EB1883_MARK LOGO: SCGS  
 EB1883_PROJECTION: FLUSH
 EB1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1883
 EB1883  HISTORY     - Date     Condition        Report By
 EB1883  HISTORY     - 1986     MONUMENTED       SCGS
 EB1883
 EB1883                          STATION DESCRIPTION
 EB1883
 EB1883'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1883'4.8 KM (3.0 MI) ENE FROM AYNOR.
 EB1883'6.35 KM (3.95 MI) EAST SOUTHEASTERLY ALONG STATE HIGHWAY 319 (ELM
 EB1883'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 3.6 KM
 EB1883'(2.55 MI) NORTHERLY ALONG STATE ROAD 23, SET NEAR A POWER POLE AND A
 EB1883'BRICK SIGN IN FRONT OF THE HAPPY HOME BAPTIST CHURCH, 0.2 KM (0.1 MI)
 EB1883'NORTH OF THE JUNCTION OF STATE ROAD 1115, 34.5 METERS (113.2 FT)
 EB1883'NORTHEAST OF THE SOUTHWEST CORNER OF A CLASSROOM BUILDING ON THE NORTH
 EB1883'SIDE OF THE CHURCH, 20.04 METERS (65.7 FT) WEST OF THE SOUTHWEST
 EB1883'CORNER OF THE CHURCH, 8.85 METERS (29.0 FT) EAST OF THE CENTER OF THE
 EB1883'ROAD, 1.2 METERS (3.9 FT) NORTH OF THE POWER POLE.
 EB1883'THE MARK IS 1.2 METERS  N FROM  A WITNESS POST
 EB1883'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1882 ***********************************************************************
 EB1882  DESIGNATION -  26 335
 EB1882  PID         -  EB1882
 EB1882  STATE/COUNTY-  SC/HORRY
 EB1882  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1882
 EB1882                         *CURRENT SURVEY CONTROL
 EB1882  ___________________________________________________________________
 EB1882* NAD 83(1986)-  34 01 47.     (N)    079 09 16.     (W)     SCALED    
 EB1882* NAVD 88     -        31.934  (meters)     104.77   (feet)  ADJUSTED  
 EB1882  ___________________________________________________________________
 EB1882  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 EB1882  DYNAMIC HT  -          31.902 (meters)     104.67  (feet)  COMP
 EB1882  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 EB1882
 EB1882  VERT ORDER  -  FIRST     CLASS II
 EB1882
 EB1882.The horizontal coordinates were scaled from a topographic map and have
 EB1882.an estimated accuracy of +/- 6 seconds.
 EB1882
 EB1882.The orthometric height was determined by differential leveling
 EB1882.and adjusted by the National Geodetic Survey in June 1991..
 EB1882
 EB1882.The geoid height was determined by GEOID03.
 EB1882
 EB1882.The dynamic height is computed by dividing the NAVD 88
 EB1882.geopotential number by the normal gravity value computed on the
 EB1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1882.degrees latitude (g = 980.6199 gals.).
 EB1882
 EB1882.The modeled gravity was interpolated from observed gravity values.
 EB1882
 EB1882;                    North         East    Units  Estimated Accuracy
 EB1882;SPC SC       -   245,090.      780,000.      MT  (+/- 180 meters Scaled)
 EB1882
 EB1882                          SUPERSEDED SURVEY CONTROL
 EB1882
 EB1882  NGVD 29 (03/21/89)   32.241  (m)          105.78   (f) ADJUSTED    1 2
 EB1882
 EB1882.Superseded values are not recommended for survey control.
 EB1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1882.See file dsdata.txt to determine how the superseded data were derived.
 EB1882
 EB1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT703669(NAD 83)
 EB1882_MARKER: DD = SURVEY DISK
 EB1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1882_SP_SET: CONCRETE POST
 EB1882_STAMPING: VERT 26 335 1986
 EB1882_MARK LOGO: SCGS  
 EB1882_PROJECTION: FLUSH
 EB1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1882
 EB1882  HISTORY     - Date     Condition        Report By
 EB1882  HISTORY     - 1986     MONUMENTED       SCGS
 EB1882
 EB1882                          STATION DESCRIPTION
 EB1882
 EB1882'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1882'5.5 KM (3.4 MI) NE FROM AYNOR.
 EB1882'6.35 KM (3.95 MI) EAST SOUTHEASTERLY ALONG STATE HIGHWAY 319 (ELM
 EB1882'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 5.6 KM
 EB1882'(3.5 MI) NORTHERLY ALONG STATE ROAD 23, SET NEAR THE NORTHEAST CORNER
 EB1882'OF A VINYL-SIDED HOUSE, 0.5 KM (0.3 MI) NORTH OF THE JUNCTION OF STATE
 EB1882'993, 16.9 METERS (55.4 FT) EAST NORTHEAST OF THE NORTHEAST CORNER OF
 EB1882'THE HOUSE, 8.2 METERS (26.9 FT) WEST NORTHWEST OF THE CENTER OF THE
 EB1882'ROAD, 14.15 METERS (46.4 FT) EAST SOUTHEAST OF A LONE LIVE OAK TREE,
 EB1882'2.4 METERS (7.9 FT) NORTH OF A QUADRUPLE-TRUNKED HICKORY TREE.
 EB1882'THE MARK IS 3.2 METERS  W FROM  A WITNESS POST
 EB1882'THE MARK IS 0.30 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1881 ***********************************************************************
 EB1881  DESIGNATION -  26 336
 EB1881  PID         -  EB1881
 EB1881  STATE/COUNTY-  SC/HORRY
 EB1881  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1881
 EB1881                         *CURRENT SURVEY CONTROL
 EB1881  ___________________________________________________________________
 EB1881* NAD 83(1986)-  34 02 29.     (N)    079 09 04.     (W)     SCALED    
 EB1881* NAVD 88     -        25.316  (meters)      83.06   (feet)  ADJUSTED  
 EB1881  ___________________________________________________________________
 EB1881  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 EB1881  DYNAMIC HT  -          25.291 (meters)      82.98  (feet)  COMP
 EB1881  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 EB1881
 EB1881  VERT ORDER  -  FIRST     CLASS II
 EB1881
 EB1881.The horizontal coordinates were scaled from a topographic map and have
 EB1881.an estimated accuracy of +/- 6 seconds.
 EB1881
 EB1881.The orthometric height was determined by differential leveling
 EB1881.and adjusted by the National Geodetic Survey in June 1991..
 EB1881
 EB1881.The geoid height was determined by GEOID03.
 EB1881
 EB1881.The dynamic height is computed by dividing the NAVD 88
 EB1881.geopotential number by the normal gravity value computed on the
 EB1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1881.degrees latitude (g = 980.6199 gals.).
 EB1881
 EB1881.The modeled gravity was interpolated from observed gravity values.
 EB1881
 EB1881;                    North         East    Units  Estimated Accuracy
 EB1881;SPC SC       -   246,390.      780,290.      MT  (+/- 180 meters Scaled)
 EB1881
 EB1881                          SUPERSEDED SURVEY CONTROL
 EB1881
 EB1881  NGVD 29 (03/21/89)   25.623  (m)           84.06   (f) ADJUSTED    1 2
 EB1881
 EB1881.Superseded values are not recommended for survey control.
 EB1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1881.See file dsdata.txt to determine how the superseded data were derived.
 EB1881
 EB1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT706682(NAD 83)
 EB1881_MARKER: DD = SURVEY DISK
 EB1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1881_SP_SET: CONCRETE POST
 EB1881_STAMPING: VERT 26 336 1986
 EB1881_MARK LOGO: SCGS  
 EB1881_PROJECTION: FLUSH
 EB1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1881
 EB1881  HISTORY     - Date     Condition        Report By
 EB1881  HISTORY     - 1986     MONUMENTED       SCGS
 EB1881
 EB1881                          STATION DESCRIPTION
 EB1881
 EB1881'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1881'6.6 KM (4.1 MI) NE FROM AYNOR.
 EB1881'6.35 KM (3.95 MI) EAST SOUTHEASTERLY ALONG STATE HIGHWAY 319 (ELM
 EB1881'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 501 IN AYNOR, THENCE 7.0 KM
 EB1881'(4.35 MI) NORTHERLY ALONG STATE ROAD 23, SET NEAR THE WESTERN MOST
 EB1881'LIVE OAK (OF A ROW OF THREE) IN FRONT OF A WOODEN HOUSE, 0.1 KM
 EB1881'(0.05 MI) NORTH OF THE JUNCTION OF STATE ROAD 45, 17.25 METERS (56.6
 EB1881'FT) WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 5.75 METERS (18.9 FT)
 EB1881'WEST OF THE TREE, 9.6 METERS (31.5 FT) EAST SOUTHEAST OF THE CENTER OF
 EB1881'THE ROAD, 4.65 METERS (15.3 FT) NORTHEAST OF A TELEPHONE JUNCTION BOX.
 EB1881'THE MARK IS 4.45 METERS  NE FROM  A WITNESS POST
 EB1881'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1877 ***********************************************************************
 EB1877  DESIGNATION -  26 337
 EB1877  PID         -  EB1877
 EB1877  STATE/COUNTY-  SC/HORRY
 EB1877  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1877
 EB1877                         *CURRENT SURVEY CONTROL
 EB1877  ___________________________________________________________________
 EB1877* NAD 83(1986)-  34 04 26.     (N)    079 08 36.     (W)     SCALED    
 EB1877* NAVD 88     -        18.203  (meters)      59.72   (feet)  ADJUSTED  
 EB1877  ___________________________________________________________________
 EB1877  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EB1877  DYNAMIC HT  -          18.185 (meters)      59.66  (feet)  COMP
 EB1877  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 EB1877
 EB1877  VERT ORDER  -  FIRST     CLASS II
 EB1877
 EB1877.The horizontal coordinates were scaled from a topographic map and have
 EB1877.an estimated accuracy of +/- 6 seconds.
 EB1877
 EB1877.The orthometric height was determined by differential leveling
 EB1877.and adjusted by the National Geodetic Survey in June 1991..
 EB1877
 EB1877.The geoid height was determined by GEOID03.
 EB1877
 EB1877.The dynamic height is computed by dividing the NAVD 88
 EB1877.geopotential number by the normal gravity value computed on the
 EB1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1877.degrees latitude (g = 980.6199 gals.).
 EB1877
 EB1877.The modeled gravity was interpolated from observed gravity values.
 EB1877
 EB1877;                    North         East    Units  Estimated Accuracy
 EB1877;SPC SC       -   250,010.      780,940.      MT  (+/- 180 meters Scaled)
 EB1877
 EB1877                          SUPERSEDED SURVEY CONTROL
 EB1877
 EB1877  NGVD 29 (03/21/89)   18.510  (m)           60.73   (f) ADJUSTED    1 2
 EB1877
 EB1877.Superseded values are not recommended for survey control.
 EB1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1877.See file dsdata.txt to determine how the superseded data were derived.
 EB1877
 EB1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT713719(NAD 83)
 EB1877_MARKER: DD = SURVEY DISK
 EB1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1877_SP_SET: CONCRETE POST
 EB1877_STAMPING: VERT 26 337 1986
 EB1877_MARK LOGO: SCGS  
 EB1877_PROJECTION: FLUSH
 EB1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1877
 EB1877  HISTORY     - Date     Condition        Report By
 EB1877  HISTORY     - 1986     MONUMENTED       SCGS
 EB1877
 EB1877                          STATION DESCRIPTION
 EB1877
 EB1877'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1877'17.5 KM (10.9 MI) SOUTH FROM NICHOLS.
 EB1877'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1877'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1877'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1877'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1877'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM (4.0
 EB1877'MI) SOUTHERLY ALONG ROAD 23 TO THE JUNCTION OF STATE ROAD 266 AND THE
 EB1877'CEDAR CREEK BAPTIST CHURCH, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY AND
 EB1877'SOUTHERLY ALONG ROAD 23, SET NEAR A POWER POLE ON THE SOUTH SIDE OF
 EB1877'VAUGHTS GROCERY STORE IN THE SOUTHEAST ANGLE OF STATE ROAD 308,
 EB1877'36.34 METERS (119.2 FT) SOUTH OF THE CENTER OF ROAD 308, 13.7 METERS
 EB1877'(44.9 FT) EAST OF THE CENTER OF ROAD 23, 11.25 METERS (36.9 FT) SOUTH
 EB1877'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STORE, 0.94 METER (3.1 FT)
 EB1877'WEST OF THE POWER POLE.
 EB1877'THE MARK IS 0.83 METERS  W FROM  A WITNESS POST
 EB1877'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1876 ***********************************************************************
 EB1876  DESIGNATION -  26 338
 EB1876  PID         -  EB1876
 EB1876  STATE/COUNTY-  SC/HORRY
 EB1876  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1876
 EB1876                         *CURRENT SURVEY CONTROL
 EB1876  ___________________________________________________________________
 EB1876* NAD 83(1986)-  34 05 14.     (N)    079 08 39.     (W)     SCALED    
 EB1876* NAVD 88     -        16.855  (meters)      55.30   (feet)  ADJUSTED  
 EB1876  ___________________________________________________________________
 EB1876  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EB1876  DYNAMIC HT  -          16.839 (meters)      55.25  (feet)  COMP
 EB1876  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 EB1876
 EB1876  VERT ORDER  -  FIRST     CLASS II
 EB1876
 EB1876.The horizontal coordinates were scaled from a topographic map and have
 EB1876.an estimated accuracy of +/- 6 seconds.
 EB1876
 EB1876.The orthometric height was determined by differential leveling
 EB1876.and adjusted by the National Geodetic Survey in June 1991..
 EB1876
 EB1876.The geoid height was determined by GEOID03.
 EB1876
 EB1876.The dynamic height is computed by dividing the NAVD 88
 EB1876.geopotential number by the normal gravity value computed on the
 EB1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1876.degrees latitude (g = 980.6199 gals.).
 EB1876
 EB1876.The modeled gravity was interpolated from observed gravity values.
 EB1876
 EB1876;                    North         East    Units  Estimated Accuracy
 EB1876;SPC SC       -   251,490.      780,840.      MT  (+/- 180 meters Scaled)
 EB1876
 EB1876                          SUPERSEDED SURVEY CONTROL
 EB1876
 EB1876  NGVD 29 (03/21/89)   17.163  (m)           56.31   (f) ADJUSTED    1 2
 EB1876
 EB1876.Superseded values are not recommended for survey control.
 EB1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1876.See file dsdata.txt to determine how the superseded data were derived.
 EB1876
 EB1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT712733(NAD 83)
 EB1876_MARKER: DD = SURVEY DISK
 EB1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1876_SP_SET: CONCRETE POST
 EB1876_STAMPING: VERT 26 338 1986
 EB1876_MARK LOGO: SCGS  
 EB1876_PROJECTION: FLUSH
 EB1876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1876+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB1876
 EB1876  HISTORY     - Date     Condition        Report By
 EB1876  HISTORY     - 1986     MONUMENTED       SCGS
 EB1876  HISTORY     - 20011002 GOOD             SCGS
 EB1876
 EB1876                          STATION DESCRIPTION
 EB1876
 EB1876'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1876'15.9 KM (9.9 MI) SOUTH FROM NICHOLS.
 EB1876'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1876'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1876'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1876'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1876'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM (4.0
 EB1876'MI) SOUTHERLY ALONG ROAD 23 TO THE JUNCTION OF STATE ROAD 266 AND THE
 EB1876'CEDAR CREEK BAPTIST CHURCH, THENCE 9.5 KM (5.9 MI) SOUTHWESTERLY AND
 EB1876'SOUTHERLY ALONG ROAD 23, SET NEAR A POWER POLE WHERE POWER LINES CROSS
 EB1876'THE ROAD, 1.6 KM (1.0 MI) NORTH OF THE JUNCTION OF STATE ROAD 308,
 EB1876'10.45 METERS (34.3 FT) EAST NORTHEAST OF THE CENTER OF THE ROAD,
 EB1876'3.59 METERS (11.8 FT) SOUTHWEST OF THE GUY WIRE ANCHOR SUPPORTING THE
 EB1876'POLE, 2.1 METERS (6.9 FT) EAST OF THE POWER POLE NUMBER 1215.
 EB1876'THE MARK IS 3.59 METERS  SW FROM  A WITNESS POST
 EB1876'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1876
 EB1876                          STATION RECOVERY (2001)
 EB1876
 EB1876'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1876'STATION IS LOCATED 10.3 MILES (16.6 KM) SOUTHEAST OF MULLINS, 18.2
 EB1876'MILES (29.3 KM) NORTH NORTHWEST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR
 EB1876'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1876'803-737-1350.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE
 EB1876'HIGHWAY 917 (PARK STREET) AND U.S.  HIGHWAY 76 (MCKINTYRE STREET) IN
 EB1876'MULLINS, GO SOUTH ON HIGHWAY 917 FOR 8.2 MILES (13.2 KM) TO THE
 EB1876'JUNCTION OF STATE ROAD 23 (NICHOLS HIGHWAY) , TURN RIGHT ON ROAD 23
 EB1876'FOR 2.8 MILES (4.5 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE.
 EB1876'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.5 FEET
 EB1876'(0.5 M) ABOVE THE ROAD, 7.4 FEET (2.3 M) EAST OF THE POWER POLE WITH
 EB1876'THREE GUY WIRES, 34.0 FEET (10.4 M) EAST NORTHEAST OF THE CENTER OF
 EB1876'THE ROAD, 143.3 FEET (43.7 M) NORTH OF THE NORTH CORNER OF A WOODEN
 EB1876'BARN ACROSS THE ROAD, 12.7 FEET (3.9 M) WEST SOUTHWEST OF A WITNESS
 EB1876'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1875 ***********************************************************************
 EB1875  DESIGNATION -  26 339
 EB1875  PID         -  EB1875
 EB1875  STATE/COUNTY-  SC/HORRY
 EB1875  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1875
 EB1875                         *CURRENT SURVEY CONTROL
 EB1875  ___________________________________________________________________
 EB1875* NAD 83(1986)-  34 06 07.     (N)    079 09 20.     (W)     SCALED    
 EB1875* NAVD 88     -        18.982  (meters)      62.28   (feet)  ADJUSTED  
 EB1875  ___________________________________________________________________
 EB1875  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 EB1875  DYNAMIC HT  -          18.963 (meters)      62.21  (feet)  COMP
 EB1875  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 EB1875
 EB1875  VERT ORDER  -  FIRST     CLASS II
 EB1875
 EB1875.The horizontal coordinates were scaled from a topographic map and have
 EB1875.an estimated accuracy of +/- 6 seconds.
 EB1875
 EB1875.The orthometric height was determined by differential leveling
 EB1875.and adjusted by the National Geodetic Survey in June 1991..
 EB1875
 EB1875.The geoid height was determined by GEOID03.
 EB1875
 EB1875.The dynamic height is computed by dividing the NAVD 88
 EB1875.geopotential number by the normal gravity value computed on the
 EB1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1875.degrees latitude (g = 980.6199 gals.).
 EB1875
 EB1875.The modeled gravity was interpolated from observed gravity values.
 EB1875
 EB1875;                    North         East    Units  Estimated Accuracy
 EB1875;SPC SC       -   253,100.      779,760.      MT  (+/- 180 meters Scaled)
 EB1875
 EB1875                          SUPERSEDED SURVEY CONTROL
 EB1875
 EB1875  NGVD 29 (03/21/89)   19.290  (m)           63.29   (f) ADJUSTED    1 2
 EB1875
 EB1875.Superseded values are not recommended for survey control.
 EB1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1875.See file dsdata.txt to determine how the superseded data were derived.
 EB1875
 EB1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT701749(NAD 83)
 EB1875_MARKER: DD = SURVEY DISK
 EB1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1875_SP_SET: CONCRETE POST
 EB1875_STAMPING: VERT 26 339 1986
 EB1875_MARK LOGO: SCGS  
 EB1875_PROJECTION: FLUSH
 EB1875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1875+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB1875
 EB1875  HISTORY     - Date     Condition        Report By
 EB1875  HISTORY     - 1986     MONUMENTED       SCGS
 EB1875  HISTORY     - 20011002 GOOD             SCGS
 EB1875
 EB1875                          STATION DESCRIPTION
 EB1875
 EB1875'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1875'14.4 KM (8.95 MI) SOUTH FROM NICHOLS.
 EB1875'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1875'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1875'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1875'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1875'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM (4.0
 EB1875'MI) SOUTHERLY ALONG ROAD 23 TO THE JUNCTION OF STATE ROAD 266 AND THE
 EB1875'CEDAR CREEK BAPTIST CHURCH, THENCE 7.5 KM (4.65 MI) SOUTHWESTERLY AND
 EB1875'SOUTHERLY ALONG ROAD 23, SET NEAR THE NORTHEAST CORNER OF A 1 1/2
 EB1875'STORY HOUSE IN THE SOUTHWEST ANGLE OF STATE ROAD 99 IN KETCHUPTOWN,
 EB1875'17.9 METERS (58.7 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE,
 EB1875'37.85 METERS (124.1 FT) WEST OF THE CENTER OF ROAD 23, 7.7 METERS
 EB1875'(25.3 FT) SOUTH SOUTHEAST OF THE CENTER OF ROAD 99, 15.75 METERS
 EB1875'(51.7 FT) WEST NORTHWEST OF A LONE MAPLE TREE.
 EB1875'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1875
 EB1875                          STATION RECOVERY (2001)
 EB1875
 EB1875'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1875'STATION IS LOCATED 7.5 MILES (12.1 KM) NORTH NORTHEAST OF AYNOR, 19.35
 EB1875'MILES (31.14 KM) NORTH NORTHWEST OF CONWAY.  OWNERSHIP--MARY COATES
 EB1875'JOHNSON, 8809 LAKE SWAMP ROAD, MULLINS, SC 29574.  TO REACH THE
 EB1875'STATION FROM THE EAST JUNCTION OF U.S.  HIGHWAY 76 (MCKINTYRE STREET)
 EB1875'AND STATE HIGHWAY 917 (PARK STREET) IN MULLINS, GO SOUTH ON HIGHWAY
 EB1875'917 FOR 8.2 MILES (13.2 KM) TO THE JUNCTION OF STATE ROAD 23 (NICHOLS
 EB1875'HIGHWAY) , TURN RIGHT ON ROAD 23 FOR 1.55 MILES (2.49 KM) TO THE
 EB1875'JUNCTION OF STATE ROAD 99 (SWAMP LAKES ROAD) , TURN RIGHT ON ROAD 99
 EB1875'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT IN THE YARD OF A
 EB1875'WOODEN HOUSE NUMBER 8809.  STATION IS A CONCRETE POST RECESSED 0.1
 EB1875'FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 4.4 FEET (1.3 M) SOUTHEAST OF A
 EB1875'SHARED MAILBOX POST WITH A SCGS REFERENCE WASHER ATTACHED FOR HOUSE
 EB1875'NUMBERS 8809 AND 8803, 24.1 FEET (7.3 M) NORTH NORTHEAST OF THE
 EB1875'NORTHEAST BRICK CORNER OF A COLUMN FOR A COVERED CARPORT FOR HOUSE
 EB1875'8809, 53.6 FEET (16.3 M) NORTHWEST OF THE NORTHWEST CORNER OF A MOBILE
 EB1875'HOME NUMBER 8803, 122.8 FEET (37.4 M) WEST OF THE CENTER OF ROAD 23,
 EB1875'25.0 FEET (7.6 M) SOUTH OF THE CENTER OF STATE ROAD 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1872 ***********************************************************************
 EB1872  DESIGNATION -  26 340
 EB1872  PID         -  EB1872
 EB1872  STATE/COUNTY-  SC/HORRY
 EB1872  USGS QUAD   -  GALIVANTS FERRY (1980)
 EB1872
 EB1872                         *CURRENT SURVEY CONTROL
 EB1872  ___________________________________________________________________
 EB1872* NAD 83(1986)-  34 07 29.     (N)    079 09 08.     (W)     SCALED    
 EB1872* NAVD 88     -        21.016  (meters)      68.95   (feet)  ADJUSTED  
 EB1872  ___________________________________________________________________
 EB1872  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 EB1872  DYNAMIC HT  -          20.995 (meters)      68.88  (feet)  COMP
 EB1872  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 EB1872
 EB1872  VERT ORDER  -  FIRST     CLASS II
 EB1872
 EB1872.The horizontal coordinates were scaled from a topographic map and have
 EB1872.an estimated accuracy of +/- 6 seconds.
 EB1872
 EB1872.The orthometric height was determined by differential leveling
 EB1872.and adjusted by the National Geodetic Survey in June 1991..
 EB1872
 EB1872.The geoid height was determined by GEOID03.
 EB1872
 EB1872.The dynamic height is computed by dividing the NAVD 88
 EB1872.geopotential number by the normal gravity value computed on the
 EB1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1872.degrees latitude (g = 980.6199 gals.).
 EB1872
 EB1872.The modeled gravity was interpolated from observed gravity values.
 EB1872
 EB1872;                    North         East    Units  Estimated Accuracy
 EB1872;SPC SC       -   255,630.      780,020.      MT  (+/- 180 meters Scaled)
 EB1872
 EB1872                          SUPERSEDED SURVEY CONTROL
 EB1872
 EB1872  NGVD 29 (03/21/89)   21.323  (m)           69.96   (f) ADJUSTED    1 2
 EB1872
 EB1872.Superseded values are not recommended for survey control.
 EB1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1872.See file dsdata.txt to determine how the superseded data were derived.
 EB1872
 EB1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT704775(NAD 83)
 EB1872_MARKER: DD = SURVEY DISK
 EB1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1872_SP_SET: CONCRETE POST
 EB1872_STAMPING: VERT 26 340 1986
 EB1872_MARK LOGO: SCGS  
 EB1872_PROJECTION: FLUSH
 EB1872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1872+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB1872
 EB1872  HISTORY     - Date     Condition        Report By
 EB1872  HISTORY     - 1986     MONUMENTED       SCGS
 EB1872  HISTORY     - 20011002 GOOD             SCGS
 EB1872
 EB1872                          STATION DESCRIPTION
 EB1872
 EB1872'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1872'11.9 KM (7.4 MI) SOUTH FROM NICHOLS.
 EB1872'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1872'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1872'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1872'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1872'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM (4.0
 EB1872'MI) SOUTHERLY ALONG ROAD 23 TO THE JUNCTION OF STATE ROAD 266 AND THE
 EB1872'CEDAR CREEK BAPTIST CHURCH, THENCE 4.8 KM (3.0 MI) SOUTHWESTERLY ALONG
 EB1872'ROAD 23, SET NEAR A SECURITY LIGHT POLE ON THE NORTHEAST SIDE OF A
 EB1872'HOUSE IN THE NORTHWEST ANGLE OF STATE HIGHWAY 917, 88.7 METERS
 EB1872'(291.0 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 31.4 METERS (103.1
 EB1872'FT) WEST NORTHWEST OF THE CENTER OF THE ROAD, 26.55 METERS (87.1 FT)
 EB1872'EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 2.7 METERS
 EB1872'(8.9 FT) NORTHEAST OF THE POWER POLE, 11.85 METERS (38.9 FT) NORTH
 EB1872'NORTHWEST OF THE NORTHWEST CORNER OF A PUMP SHED.
 EB1872'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1872
 EB1872                          STATION RECOVERY (2001)
 EB1872
 EB1872'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1872'STATION IS LOCATED 8.05 MILES (12.95 KM) SOUTHEAST OF MULLINS, 20.8
 EB1872'MILES (33.5 KM) NORTH NORTHWEST OF CONWAY.  OWNERSHIP--THE RAYS, 109
 EB1872'NICHOLS HIGHWAY, MULLINS, SC 29574, PHONE 843-392-3732.  TO REACH THE
 EB1872'STATION FROM THE EAST JUNCTION OF STATE HIGHWAY 917 (PARK STREET) AND
 EB1872'U.S.  HIGHWAY 76 (MCKINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY
 EB1872'917 FOR 8.2 MILES (13.2 KM) TO THE STATION NEAR A POWER POLE IN THE
 EB1872'NORTH ANGLE OF THE JUNCTION OF STATE ROAD 23 (NICHOLS HIGHWAY) .
 EB1872'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT
 EB1872'(15.2 CM) ABOVE THE ROAD, 9.0 FEET (2.7 M) NORTHEAST OF THE POWER POLE
 EB1872'WITH A SECURITY LIGHT, 46.0 FEET (14.0 M) EAST NORTHEAST OF THE
 EB1872'NORTHEAST CORNER OF A VINYL-SIDED GARAGE ATTACHED TO A WOODEN HOUSE
 EB1872'NUMBER 109, 103.0 FEET (31.4 M) WEST NORTHWEST OF THE CENTER OF THE
 EB1872'ROAD, 83.7 FEET (25.5 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF A
 EB1872'BRICK PUMP HOUSE, 44.4 FEET (13.5 M) EAST SOUTHEAST OF A POWER POLE
 EB1872'WITH A BELL ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1866 ***********************************************************************
 EB1866  DESIGNATION -  26 341
 EB1866  PID         -  EB1866
 EB1866  STATE/COUNTY-  SC/HORRY
 EB1866  USGS QUAD   -  NICHOLS (1980)
 EB1866
 EB1866                         *CURRENT SURVEY CONTROL
 EB1866  ___________________________________________________________________
 EB1866* NAD 83(1986)-  34 08 08.     (N)    079 08 51.     (W)     SCALED    
 EB1866* NAVD 88     -        21.097  (meters)      69.22   (feet)  ADJUSTED  
 EB1866  ___________________________________________________________________
 EB1866  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 EB1866  DYNAMIC HT  -          21.076 (meters)      69.15  (feet)  COMP
 EB1866  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 EB1866
 EB1866  VERT ORDER  -  FIRST     CLASS II
 EB1866
 EB1866.The horizontal coordinates were scaled from a topographic map and have
 EB1866.an estimated accuracy of +/- 6 seconds.
 EB1866
 EB1866.The orthometric height was determined by differential leveling
 EB1866.and adjusted by the National Geodetic Survey in June 1991..
 EB1866
 EB1866.The geoid height was determined by GEOID03.
 EB1866
 EB1866.The dynamic height is computed by dividing the NAVD 88
 EB1866.geopotential number by the normal gravity value computed on the
 EB1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1866.degrees latitude (g = 980.6199 gals.).
 EB1866
 EB1866.The modeled gravity was interpolated from observed gravity values.
 EB1866
 EB1866;                    North         East    Units  Estimated Accuracy
 EB1866;SPC SC       -   256,840.      780,430.      MT  (+/- 180 meters Scaled)
 EB1866
 EB1866                          SUPERSEDED SURVEY CONTROL
 EB1866
 EB1866  NGVD 29 (03/21/89)   21.405  (m)           70.23   (f) ADJUSTED    1 2
 EB1866
 EB1866.Superseded values are not recommended for survey control.
 EB1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1866.See file dsdata.txt to determine how the superseded data were derived.
 EB1866
 EB1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT708787(NAD 83)
 EB1866_MARKER: DD = SURVEY DISK
 EB1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1866_SP_SET: CONCRETE POST
 EB1866_STAMPING: VERT 26 341 1986
 EB1866_MARK LOGO: SCGS  
 EB1866_PROJECTION: FLUSH
 EB1866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1866+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB1866
 EB1866  HISTORY     - Date     Condition        Report By
 EB1866  HISTORY     - 1986     MONUMENTED       SCGS
 EB1866  HISTORY     - 20011002 GOOD             SCGS
 EB1866
 EB1866                          STATION DESCRIPTION
 EB1866
 EB1866'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1866'10.7 KM (6.65 MI) SOUTH FROM NICHOLS.
 EB1866'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1866'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1866'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1866'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG STATE
 EB1866'HIGHWAY 9 TO THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE
 EB1866'6.4 KM (4.0 MI) SOUTHERLY ALONG ROAD 23 TO THE JUNCTION OF STATE ROAD
 EB1866'266 AND THE CEDAR CREEK BAPTIST CHURCH, THENCE 3.5 KM (2.2 MI)
 EB1866'SOUTHWESTERLY ALONG ROAD 23, SET NEAR TWO PECAN TREES IN FRONT OF A
 EB1866'HOUSE IN THE SOUTH ANGLE OF A SAND CROSSROAD, 1.35 KM (0.85 MI) NORTH
 EB1866'OF THE JUNCTION OF STATE HIGHWAY 917, 18.28 METERS (60.0 FT) EAST
 EB1866'SOUTHEAST OF THE CENTER OF THE ROAD, 14.4 METERS (47.2 FT) SOUTH
 EB1866'SOUTHWEST OF THE CENTER OF THE SAND ROAD, 11.3 METERS (37.1 FT)
 EB1866'NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 4.78 METERS (15.7 FT)
 EB1866'NORTH NORTHWEST OF THE LARGER OF THE TWO TREES.
 EB1866'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1866
 EB1866                          STATION RECOVERY (2001)
 EB1866
 EB1866'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1866'STATION IS LOCATED 6.7 MILES (10.8 KM) SOUTH OF NICHOLS, 21.5 MILES
 EB1866'(34.6 KM) NORTH NORTHWEST OF CONWAY.  OWNERSHIP--CATHERINE C.  HIRST,
 EB1866'500 NICHOLS HIGHWAY, NICHOLS, SC 29581.  TO REACH THE STATION FROM THE
 EB1866'EAST JUNCTION OF U.S.  HIGHWAY 76 AND STATE HIGHWAY 9, 1.7 MILES (2.7
 EB1866'KM) SOUTHEAST OF NICHOLS, GO SOUTHEAST ON HIGHWAY 9 FOR 1.0 MILE (1.6
 EB1866'KM) TO THE JUNCTION OF STATE ROAD 23 (PLEASANTDALE ROAD LEFT AND
 EB1866'NICHOLS HIGHWAY RIGHT) , TURN RIGHT ON ROAD 23 FOR 2.2 MILES (3.5 KM)
 EB1866'TO THE STATION NEAR TWO PECAN TREES IN THE YARD OF A WOODEN HOUSE
 EB1866'NUMBER 50 IN THE SOUTH ANGLE OF THE JUNCTION OF A SAND ROAD (CALVARY
 EB1866'CHURCH ROAD LEFT AND HARDWICK ROAD RIGHT) .  STATION IS A CONCRETE
 EB1866'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 59.3
 EB1866'FEET (18.1 M) SOUTHEAST OF THE CENTER OF THE ROAD, 45.2 FEET (13.8 M)
 EB1866'SOUTHWEST OF THE CENTER OF CALVARY CHURCH ROAD, 31.8 FEET (9.7 M)
 EB1866'NORTH NORTHWEST OF THE NORTH BRICK CORNER OF THE COVERED PORCH OF THE
 EB1866'HOUSE, 15.5 FEET (4.7 M) NORTH NORTHWEST OF A 2.3-FOOT PECAN TREE,
 EB1866'13.0 FEET (4.0 M) WEST OF A 1.5-FOOT PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1865 ***********************************************************************
 EB1865  DESIGNATION -  26 342
 EB1865  PID         -  EB1865
 EB1865  STATE/COUNTY-  SC/HORRY
 EB1865  USGS QUAD   -  NICHOLS (1980)
 EB1865
 EB1865                         *CURRENT SURVEY CONTROL
 EB1865  ___________________________________________________________________
 EB1865* NAD 83(1986)-  34 08 55.     (N)    079 08 09.     (W)     SCALED    
 EB1865* NAVD 88     -        21.024  (meters)      68.98   (feet)  ADJUSTED  
 EB1865  ___________________________________________________________________
 EB1865  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 EB1865  DYNAMIC HT  -          21.004 (meters)      68.91  (feet)  COMP
 EB1865  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 EB1865
 EB1865  VERT ORDER  -  FIRST     CLASS II
 EB1865
 EB1865.The horizontal coordinates were scaled from a topographic map and have
 EB1865.an estimated accuracy of +/- 6 seconds.
 EB1865
 EB1865.The orthometric height was determined by differential leveling
 EB1865.and adjusted by the National Geodetic Survey in June 1991..
 EB1865
 EB1865.The geoid height was determined by GEOID03.
 EB1865
 EB1865.The dynamic height is computed by dividing the NAVD 88
 EB1865.geopotential number by the normal gravity value computed on the
 EB1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1865.degrees latitude (g = 980.6199 gals.).
 EB1865
 EB1865.The modeled gravity was interpolated from observed gravity values.
 EB1865
 EB1865;                    North         East    Units  Estimated Accuracy
 EB1865;SPC SC       -   258,310.      781,480.      MT  (+/- 180 meters Scaled)
 EB1865
 EB1865                          SUPERSEDED SURVEY CONTROL
 EB1865
 EB1865  NGVD 29 (03/21/89)   21.332  (m)           69.99   (f) ADJUSTED    1 2
 EB1865
 EB1865.Superseded values are not recommended for survey control.
 EB1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1865.See file dsdata.txt to determine how the superseded data were derived.
 EB1865
 EB1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT718802(NAD 83)
 EB1865_MARKER: DD = SURVEY DISK
 EB1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1865_SP_SET: CONCRETE POST
 EB1865_STAMPING: VERT 26 342 1986
 EB1865_MARK LOGO: SCGS  
 EB1865_PROJECTION: FLUSH
 EB1865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1865+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB1865
 EB1865  HISTORY     - Date     Condition        Report By
 EB1865  HISTORY     - 1986     MONUMENTED       SCGS
 EB1865  HISTORY     - 20011002 GOOD             SCGS
 EB1865
 EB1865                          STATION DESCRIPTION
 EB1865
 EB1865'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1865'9.3 KM (5.8 MI) SOUTH FROM NICHOLS.
 EB1865'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1865'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1865'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1865'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1865'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 6.4 KM (4.0
 EB1865'MI) SOUTHERLY ALONG ROAD 23 TO THE JUNCTION OF STATE ROAD 266 AND THE
 EB1865'CEDAR CREEK BAPTIST CHURCH, THENCE 1.4 KM (0.9 MI) SOUTHWESTERLY ALONG
 EB1865'ROAD 23, SET NEAR THE EAST NORTHEAST CORNER OF A BARN-LIKE GARAGE ON
 EB1865'THE SOUTH SIDE OF A 1 1/2 STORY ALUMINUM-SIDED HOUSE, 32.67 METERS
 EB1865'(107.2 FT) WEST NORTHWEST OF THE CENTER OF THE ROAD, 17.26 METERS
 EB1865'(56.6 FT) WEST SOUTHWEST OF THE SOUTH SOUTHWEST CORNER OF THE HOUSE,
 EB1865'0.97 METER (3.2 FT) NORTHEAST OF THE EAST NORTHEAST CORNER OF THE
 EB1865'GARAGE, 6.6 METERS (21.7 FT) WEST OF A 34-INCH PECAN TREE.
 EB1865'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1865
 EB1865                          STATION RECOVERY (2001)
 EB1865
 EB1865'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1865'STATION IS LOCATED 5.7 MILES (9.2 KM) SOUTH OF NICHOLS, 22.25 MILES
 EB1865'(35.81 KM) NORTH NORTHWEST OF CONWAY.  OWNERSHIP--L.  STROUD, 1251
 EB1865'NICHOLS HIGHWAY NORTH, NICHOLS, SC 29581, PHONE 843-392-3914.  TO
 EB1865'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S.
 EB1865'HIGHWAY 76, 1.65 MILES (2.66 KM) EAST SOUTHEAST OF NICHOLS, GO
 EB1865'SOUTHEAST ON HIGHWAY 9 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF STATE
 EB1865'ROAD 23 (PLEASANT DALE ROAD LEFT AND NICHOLS HIGHWAY RIGHT) , TURN
 EB1865'RIGHT ON ROAD 23 FOR 3.95 MILES (6.36 KM) TO THE JUNCTION OF STATE
 EB1865'ROAD 226 AHEAD AND A REVERSE FORKED SAND ROAD RIGHT (M.W.  STROUD) ,
 EB1865'BEAR RIGHT ON ROAD 23 FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE
 EB1865'RIGHT NEAR A PUMP HOUSE ON THE SOUTH SIDE OF AN ALUMINUM-SIDED HOUSE
 EB1865'NUMBER 1251.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 EB1865'AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 60.5 FEET (18.4 M) WEST
 EB1865'SOUTHWEST OF THE SOUTH CORNER OF THE BRICK COLUMN OF A COVERED HOUSE
 EB1865'PORCH, 68.4 FEET (20.8 M) SOUTH OF THE SOUTH CORNER OF A WOODEN
 EB1865'GARAGE, 18.2 FEET (5.5 M) SOUTHEAST OF THE SOUTH CORNER OF A 6-FOOT
 EB1865'SQUARE WOODEN PUMP HOUSE, 22.O FEET WEST OF A 4-FOOT PECAN TREE, 108.4
 EB1865'FEET (33.0 M) NORTHWEST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2071 ***********************************************************************
 DD2071  DESIGNATION -  26 343
 DD2071  PID         -  DD2071
 DD2071  STATE/COUNTY-  SC/HORRY
 DD2071  USGS QUAD   -  CONWAY (1980)
 DD2071
 DD2071                         *CURRENT SURVEY CONTROL
 DD2071  ___________________________________________________________________
 DD2071* NAD 83(1986)-  33 50 13.     (N)    079 04 08.     (W)     SCALED    
 DD2071* NAVD 88     -        15.101  (meters)      49.54   (feet)  ADJUSTED  
 DD2071  ___________________________________________________________________
 DD2071  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DD2071  DYNAMIC HT  -          15.086 (meters)      49.49  (feet)  COMP
 DD2071  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 DD2071
 DD2071  VERT ORDER  -  FIRST     CLASS II
 DD2071
 DD2071.The horizontal coordinates were scaled from a topographic map and have
 DD2071.an estimated accuracy of +/- 6 seconds.
 DD2071
 DD2071.The orthometric height was determined by differential leveling
 DD2071.and adjusted by the National Geodetic Survey in June 1991..
 DD2071
 DD2071.The geoid height was determined by GEOID03.
 DD2071
 DD2071.The dynamic height is computed by dividing the NAVD 88
 DD2071.geopotential number by the normal gravity value computed on the
 DD2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2071.degrees latitude (g = 980.6199 gals.).
 DD2071
 DD2071.The modeled gravity was interpolated from observed gravity values.
 DD2071
 DD2071;                    North         East    Units  Estimated Accuracy
 DD2071;SPC SC       -   223,860.      788,300.      MT  (+/- 180 meters Scaled)
 DD2071
 DD2071                          SUPERSEDED SURVEY CONTROL
 DD2071
 DD2071  NGVD 29 (03/21/89)   15.406  (m)           50.54   (f) ADJUSTED    1 2
 DD2071
 DD2071.Superseded values are not recommended for survey control.
 DD2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2071.See file dsdata.txt to determine how the superseded data were derived.
 DD2071
 DD2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT786457(NAD 83)
 DD2071_MARKER: DD = SURVEY DISK
 DD2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2071_SP_SET: CONCRETE POST
 DD2071_STAMPING: VERT 26 343 1986
 DD2071_MARK LOGO: SCGS  
 DD2071_PROJECTION: FLUSH
 DD2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2071+STABILITY: SURFACE MOTION
 DD2071
 DD2071  HISTORY     - Date     Condition        Report By
 DD2071  HISTORY     - 1986     MONUMENTED       SCGS
 DD2071
 DD2071                          STATION DESCRIPTION
 DD2071
 DD2071'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2071'IN CONWAY.
 DD2071'1.3 KM (O.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2071'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2071'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 0.95
 DD2071'KM (0.6 MI) WESTERLY ALONG HIGHWAY 378, SET NEAR THE NORTHEAST CORNER
 DD2071'OF AND IN LINE WITH THE EAST SIDE OF A BRICK SCHOOL BUILDING (WEST
 DD2071'CONWAY MIDDLE SCHOOL), 14.4 METERS (47.2 FT) SOUTH-SOUTHWEST OF THE
 DD2071'HIGHWAY CURB, 2.1 METERS (6.9 FT) NORTH-NORTHEAST OF THE CORNER OF
 DD2071'THE SCHOOL, 28.15 METERS (92.4 FT) SOUTHEAST OF THE FLAGPOLE IN FRONT
 DD2071'OF THE SCHOOL, 4.4 METERS (14.4 FT) NORTH OF SECURITY LIGHT POLE
 DD2071'NUMBER 34213 WITH A GUY WIRE, 8.7 METERS (28.5 FT) SOUTH-SOUTHWEST OF
 DD2071'A DOUBLE-TRUNKED 13-INCH MAGNOLIA TREE.
 DD2071'THE MARK IS 1.93 METERS  NNE FROM  A WITNESS POST
 DD2071'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1861 ***********************************************************************
 EB1861  DESIGNATION -  26 344
 EB1861  PID         -  EB1861
 EB1861  STATE/COUNTY-  SC/HORRY
 EB1861  USGS QUAD   -  NICHOLS (1980)
 EB1861
 EB1861                         *CURRENT SURVEY CONTROL
 EB1861  ___________________________________________________________________
 EB1861* NAD 83(1986)-  34 10 38.     (N)    079 07 32.     (W)     SCALED    
 EB1861* NAVD 88     -        19.121  (meters)      62.73   (feet)  ADJUSTED  
 EB1861  ___________________________________________________________________
 EB1861  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EB1861  DYNAMIC HT  -          19.102 (meters)      62.67  (feet)  COMP
 EB1861  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 EB1861
 EB1861  VERT ORDER  -  FIRST     CLASS II
 EB1861
 EB1861.The horizontal coordinates were scaled from a topographic map and have
 EB1861.an estimated accuracy of +/- 6 seconds.
 EB1861
 EB1861.The orthometric height was determined by differential leveling
 EB1861.and adjusted by the National Geodetic Survey in June 1991..
 EB1861
 EB1861.The geoid height was determined by GEOID03.
 EB1861
 EB1861.The dynamic height is computed by dividing the NAVD 88
 EB1861.geopotential number by the normal gravity value computed on the
 EB1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1861.degrees latitude (g = 980.6199 gals.).
 EB1861
 EB1861.The modeled gravity was interpolated from observed gravity values.
 EB1861
 EB1861;                    North         East    Units  Estimated Accuracy
 EB1861;SPC SC       -   261,500.      782,370.      MT  (+/- 180 meters Scaled)
 EB1861
 EB1861                          SUPERSEDED SURVEY CONTROL
 EB1861
 EB1861  NGVD 29 (03/21/89)   19.429  (m)           63.74   (f) ADJUSTED    1 2
 EB1861
 EB1861.Superseded values are not recommended for survey control.
 EB1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1861.See file dsdata.txt to determine how the superseded data were derived.
 EB1861
 EB1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT727833(NAD 83)
 EB1861_MARKER: DD = SURVEY DISK
 EB1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1861_SP_SET: CONCRETE POST
 EB1861_STAMPING: VERT 26 344 1986
 EB1861_MARK LOGO: SCGS  
 EB1861_PROJECTION: FLUSH
 EB1861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1861+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 EB1861
 EB1861  HISTORY     - Date     Condition        Report By
 EB1861  HISTORY     - 1986     MONUMENTED       SCGS
 EB1861  HISTORY     - 20010919 GOOD             SCGS
 EB1861
 EB1861                          STATION DESCRIPTION
 EB1861
 EB1861'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1861'6.6 KM (4.1 MI) SSE FROM NICHOLS.
 EB1861'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1861'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1861'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1861'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1861'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 4.7 KM (2.9
 EB1861'MI) SOUTHERLY ALONG ROAD 23, SET NEAR A FIVE FOOT HIGH BRICK PILLAR IN
 EB1861'THE NORTHWEST ANGLE OF THE SOUTH ENTRANCE DRIVEWAY TO THE CEDAR CREEK
 EB1861'CEMETARY, 1.85 KM (1.15 MI) NORTH OF THE CEDAR CREEK BAPTIST CHURCH,
 EB1861'16.4 METERS (53.8 FT) WEST OF THE CENTER OF THE ROAD, 15.2 METERS
 EB1861'(49.9 FT) SOUTHEAST OF THE CENTER OF A HEADSTONE (SMALL), 2.9 METERS
 EB1861'(9.5 FT) NORTH NORTHEAST OF THE CENTER OF THE DRIVEWAY, 0.63 METER
 EB1861'(2.1 FT) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE PILLAR.
 EB1861'THE MARK IS 0.92 METERS  NW FROM  A WITNESS POST
 EB1861'THE MARK IS 1.0 M ABOVE THE ROAD.
 EB1861
 EB1861                          STATION RECOVERY (2001)
 EB1861
 EB1861'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1861'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTH SOUTHEAST OF NICHOLS, 23.9
 EB1861'FEET (7.3 M) NORTH OF CONWAY.  OWNERSHIP--CEDAR CREEK CEMETERY, 9375
 EB1861'BLACK CREEK ROAD, REVEREND MICHAEL BROWN, NICHOLS, SC 29581, PHONE
 EB1861'843-392-3888.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 EB1861'9 AND U.S.  HIGHWAY 76, 1.65 MILES (2.66 KM) EAST SOUTHEAST OF
 EB1861'NICHOLS, GO SOUTHEAST ON HIGHWAY 9 FOR 1.0 MILE (1.6 KM) TO THE
 EB1861'JUNCTION OF STATE ROAD 23 (PLEASANT DALE ROAD LEFT AND NICHOLS HIGHWAY
 EB1861'RIGHT) , TURN RIGHT ON ROAD 23 FOR 2.8 MILES (4.5 KM) TO THE STATION
 EB1861'ON THE RIGHT NEAR A BRICK COLUMN AT THE SOUTH ENTRANCE TO THE CEDAR
 EB1861'CREEK CEMETERY.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB1861'2.5 FEET (0.8 M) ABOVE THE ROAD, 1.8 FEET (0.5 M) NORTH NORTHWEST OF
 EB1861'THE NORTHWEST CORNER OF THE 5-FOOT TALL BRICK COLUMN, 53.9 FEET (16.4
 EB1861'M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 16.2 FEET (4.9 M) NORTH
 EB1861'NORTHEAST OF A WIRE FENCE LINE SURROUNDING THE CEMETERY, 8.4 FEET (2.6
 EB1861'M) SOUTHEAST OF THE SOUTHEAST CORNER OF A 0.4-FOOT SQUARE CORNER
 EB1861'MARKER OF THE MCDANIEL PLOT, 2.8 FEET (0.9 M) NORTHWEST A WITNESS
 EB1861'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1860 ***********************************************************************
 EB1860  DESIGNATION -  26 345
 EB1860  PID         -  EB1860
 EB1860  STATE/COUNTY-  SC/HORRY
 EB1860  USGS QUAD   -  DUFORD (1980)
 EB1860
 EB1860                         *CURRENT SURVEY CONTROL
 EB1860  ___________________________________________________________________
 EB1860* NAD 83(1986)-  34 11 22.     (N)    079 07 20.     (W)     SCALED    
 EB1860* NAVD 88     -        24.459  (meters)      80.25   (feet)  ADJUSTED  
 EB1860  ___________________________________________________________________
 EB1860  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EB1860  DYNAMIC HT  -          24.435 (meters)      80.17  (feet)  COMP
 EB1860  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EB1860
 EB1860  VERT ORDER  -  FIRST     CLASS II
 EB1860
 EB1860.The horizontal coordinates were scaled from a topographic map and have
 EB1860.an estimated accuracy of +/- 6 seconds.
 EB1860
 EB1860.The orthometric height was determined by differential leveling
 EB1860.and adjusted by the National Geodetic Survey in June 1991..
 EB1860
 EB1860.The geoid height was determined by GEOID03.
 EB1860
 EB1860.The dynamic height is computed by dividing the NAVD 88
 EB1860.geopotential number by the normal gravity value computed on the
 EB1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1860.degrees latitude (g = 980.6199 gals.).
 EB1860
 EB1860.The modeled gravity was interpolated from observed gravity values.
 EB1860
 EB1860;                    North         East    Units  Estimated Accuracy
 EB1860;SPC SC       -   262,860.      782,650.      MT  (+/- 180 meters Scaled)
 EB1860
 EB1860                          SUPERSEDED SURVEY CONTROL
 EB1860
 EB1860  NGVD 29 (03/21/89)   24.767  (m)           81.26   (f) ADJUSTED    1 2
 EB1860
 EB1860.Superseded values are not recommended for survey control.
 EB1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1860.See file dsdata.txt to determine how the superseded data were derived.
 EB1860
 EB1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT730847(NAD 83)
 EB1860_MARKER: DD = SURVEY DISK
 EB1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1860_SP_SET: CONCRETE POST
 EB1860_STAMPING: VERT 26 345 1986
 EB1860_MARK LOGO: SCGS  
 EB1860_PROJECTION: FLUSH
 EB1860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1860+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 EB1860
 EB1860  HISTORY     - Date     Condition        Report By
 EB1860  HISTORY     - 1986     MONUMENTED       SCGS
 EB1860  HISTORY     - 20010919 GOOD             SCGS
 EB1860
 EB1860                          STATION DESCRIPTION
 EB1860
 EB1860'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1860'5.3 KM (3.3 MI) SE FROM NICHOLS.
 EB1860'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1860'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1860'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1860'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1860'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 3.2 KM (2.0
 EB1860'MI) SOUTHERLY ALONG ROAD 23, SET NEAR A POWER POLE ON THE SOUTH SIDE
 EB1860'OF A HOUSE (THE STRICKLANDS), 0.6 KM (0.4 MI) NORTH OF THE ELLIOTT
 EB1860'CEMETARY, 19.28 METERS (63.3 FT) EAST SOUTHEAST OF THE CENTER OF THE
 EB1860'ROAD, 26.76 METERS (87.8 FT) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF
 EB1860'THE HOUSE, 9.5 METERS (31.2 FT) SOUTH SOUTHWEST OF THE CENTER OF A
 EB1860'SAND DRIVEWAY TO THE HOUSE, 0.9 METER (3.0 FT) NORTH OF THE POWER
 EB1860'POLE, 4.1 METERS (13.5 FT) SOUTHEAST OF A LONE MAGNOLIA TREE.
 EB1860'THE MARK IS 0.9 METERS  N FROM  A WITNESS POST
 EB1860'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1860
 EB1860                          STATION RECOVERY (2001)
 EB1860
 EB1860'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1860'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTH SOUTHEAST OF NICHOLS, 24.7
 EB1860'MILES (39.7 KM) NORTH OF CONWAY.  OWNERSHIP--MR.  JACK STRICKLAND,
 EB1860'2770 HIGHWAY 9, NICHOLS, SC 29581, PHONE 843-392-4653.  TO REACH THE
 EB1860'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 76 AND STATE HIGHWAY 9, 1.6
 EB1860'MILES (2.6 KM) EAST SOUTHEAST OF NICHOLS, GO SOUTHEAST ON HIGHWAY 9
 EB1860'FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 23 , TURN RIGHT ON
 EB1860'ROAD 23 FOR 1.9 MILES (3.1 KM) TO THE STATION ON THE LEFT NEAR A POWER
 EB1860'POLE IN THE FRONT YARD OF A WOODEN HOUSE NUMBER 2770.  STATION IS A
 EB1860'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 8.6 FEET
 EB1860'(2.6 M) NORTH NORTHEAST OF A WIRE FENCE LINE, 63.1 FEET (19.2 M) EAST
 EB1860'SOUTHEAST OF THE CENTER OF THE ROAD, 13.1 FEET (4.0 M) SOUTHEAST OF A
 EB1860'1.1-FOOT MAGNOLIA TREE, 30.9 FEET (9.4 M) SOUTH SOUTHWEST OF THE
 EB1860'CENTER OF A GRAVEL DRIVEWAY LEADING TO THE HOUSE, 9.1 FEET (2.8 M)
 EB1860'SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 9.0
 EB1860'FEET (2.7 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1859 ***********************************************************************
 EB1859  DESIGNATION -  26 346
 EB1859  PID         -  EB1859
 EB1859  STATE/COUNTY-  SC/HORRY
 EB1859  USGS QUAD   -  DUFORD (1980)
 EB1859
 EB1859                         *CURRENT SURVEY CONTROL
 EB1859  ___________________________________________________________________
 EB1859* NAD 83(1986)-  34 12 20.     (N)    079 06 56.     (W)     SCALED    
 EB1859* NAVD 88     -        21.472  (meters)      70.45   (feet)  ADJUSTED  
 EB1859  ___________________________________________________________________
 EB1859  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 EB1859  DYNAMIC HT  -          21.451 (meters)      70.38  (feet)  COMP
 EB1859  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 EB1859
 EB1859  VERT ORDER  -  FIRST     CLASS II
 EB1859
 EB1859.The horizontal coordinates were scaled from a topographic map and have
 EB1859.an estimated accuracy of +/- 6 seconds.
 EB1859
 EB1859.The orthometric height was determined by differential leveling
 EB1859.and adjusted by the National Geodetic Survey in June 1991..
 EB1859
 EB1859.The geoid height was determined by GEOID03.
 EB1859
 EB1859.The dynamic height is computed by dividing the NAVD 88
 EB1859.geopotential number by the normal gravity value computed on the
 EB1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1859.degrees latitude (g = 980.6199 gals.).
 EB1859
 EB1859.The modeled gravity was interpolated from observed gravity values.
 EB1859
 EB1859;                    North         East    Units  Estimated Accuracy
 EB1859;SPC SC       -   264,660.      783,240.      MT  (+/- 180 meters Scaled)
 EB1859
 EB1859                          SUPERSEDED SURVEY CONTROL
 EB1859
 EB1859  NGVD 29 (03/21/89)   21.780  (m)           71.46   (f) ADJUSTED    1 2
 EB1859
 EB1859.Superseded values are not recommended for survey control.
 EB1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1859.See file dsdata.txt to determine how the superseded data were derived.
 EB1859
 EB1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT736865(NAD 83)
 EB1859_MARKER: DD = SURVEY DISK
 EB1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1859_SP_SET: CONCRETE POST
 EB1859_STAMPING: VERT 26 346 1986
 EB1859_MARK LOGO: SCGS  
 EB1859_PROJECTION: FLUSH
 EB1859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1859+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 EB1859
 EB1859  HISTORY     - Date     Condition        Report By
 EB1859  HISTORY     - 1986     MONUMENTED       SCGS
 EB1859  HISTORY     - 20010919 GOOD             SCGS
 EB1859
 EB1859                          STATION DESCRIPTION
 EB1859
 EB1859'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1859'4.2 KM (2.6 MI) SE FROM NICHOLS.
 EB1859'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1859'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1859'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (HIGHWAY 76 GOES EAST
 EB1859'NORTHEAST), CONTINUE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG HIGHWAY 9 TO
 EB1859'THE JUNCTION OF STATE ROAD 23 (FLOYDS CROSSROADS), THENCE 1.3 KM
 EB1859'(0.8 MI) SOUTHERLY ALONG ROAD 23, SET NEAR A POWER POLE ON THE NORTH
 EB1859'SIDE OF A BRICK HOUSE, 13.8 METERS (45.3 FT) WEST NORTHWEST OF THE
 EB1859'CENTER OF THE ROAD, 18.05 METERS (59.2 FT) EAST NORTHEAST OF THE
 EB1859'NORTHEAST CORNER OF THE HOUSE, 3.83 METERS (12.6 FT) EAST SOUTHEAST OF
 EB1859'A TRIPLE-TRUNKED LIVE OAK TREE, 1.35 METERS (4.4 FT) SOUTH SOUTHWEST
 EB1859'OF THE POWER POLE.
 EB1859'THE MARK IS 1.35 METERS  SSW FROM  A WITNESS POST
 EB1859'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1859
 EB1859                          STATION RECOVERY (2001)
 EB1859
 EB1859'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1859'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTHEAST OF NICHOLS, 25.8 MILES
 EB1859'(41.5 KM) NORTH OF CONWAY.  OWNERSHIP--GEORGE DOWLEY, 3385 NICHOLS
 EB1859'HIGHWAY, NICHOLS, SC 29581, PHONE 843-392-5021.  TO REACH THE STATION
 EB1859'FROM THE JUNCTION OF U.S.  HIGHWAY 76 AND STATE HIGHWAY 9, 1.6 MILES
 EB1859'(2.6 KM) EAST SOUTHEAST OF NICHOLS, GO SOUTHEAST ON HIGHWAY 9 FOR 0.9
 EB1859'MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 23 , TURN RIGHT ON ROAD 23
 EB1859'FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE
 EB1859'AT THE NORTHEAST DRIVEWAY TO A BRICK HOUSE NUMBER 3385.  STATION IS A
 EB1859'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY,
 EB1859'4.1 FEET (1.2 M) SOUTH SOUTHWEST OF A POWER POLE WITH A NO TRESPASSING
 EB1859'SIGN ATTACHED, 58.9 FEET (18.0 M) EAST NORTHEAST OF THE EAST CORNER OF
 EB1859'THE HOUSE, 27.0 FEET (8.2 M) NORTHWEST OF THE SOUTHWEST END OF A
 EB1859'1.3-FOOT METAL PIPE CULVERT BENEATH THE DRIVEWAY, 44.9 FEET (13.7 M)
 EB1859'WEST NORTHWEST OF THE CENTER OF THE ROAD, 4.4 FEET (1.3 M) SOUTH
 EB1859'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1902 ***********************************************************************
 EB1902  DESIGNATION -  26 347
 EB1902  PID         -  EB1902
 EB1902  STATE/COUNTY-  SC/HORRY
 EB1902  USGS QUAD   -  DUFORD (1980)
 EB1902
 EB1902                         *CURRENT SURVEY CONTROL
 EB1902  ___________________________________________________________________
 EB1902* NAD 83(1986)-  34 11 06.     (N)    079 04 31.     (W)     SCALED    
 EB1902* NAVD 88     -        21.925  (meters)      71.93   (feet)  ADJUSTED  
 EB1902  ___________________________________________________________________
 EB1902  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 EB1902  DYNAMIC HT  -          21.903 (meters)      71.86  (feet)  COMP
 EB1902  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 EB1902
 EB1902  VERT ORDER  -  FIRST     CLASS II
 EB1902
 EB1902.The horizontal coordinates were scaled from a topographic map and have
 EB1902.an estimated accuracy of +/- 6 seconds.
 EB1902
 EB1902.The orthometric height was determined by differential leveling
 EB1902.and adjusted by the National Geodetic Survey in June 1991..
 EB1902
 EB1902.The geoid height was determined by GEOID03.
 EB1902
 EB1902.The dynamic height is computed by dividing the NAVD 88
 EB1902.geopotential number by the normal gravity value computed on the
 EB1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1902.degrees latitude (g = 980.6199 gals.).
 EB1902
 EB1902.The modeled gravity was interpolated from observed gravity values.
 EB1902
 EB1902;                    North         East    Units  Estimated Accuracy
 EB1902;SPC SC       -   262,440.      786,990.      MT  (+/- 180 meters Scaled)
 EB1902
 EB1902                          SUPERSEDED SURVEY CONTROL
 EB1902
 EB1902  NGVD 29 (03/21/89)   22.233  (m)           72.94   (f) ADJUSTED    1 2
 EB1902
 EB1902.Superseded values are not recommended for survey control.
 EB1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1902.See file dsdata.txt to determine how the superseded data were derived.
 EB1902
 EB1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT773843(NAD 83)
 EB1902_MARKER: DD = SURVEY DISK
 EB1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1902_SP_SET: CONCRETE POST
 EB1902_STAMPING: VERT 26 347 1986
 EB1902_MARK LOGO: SCGS  
 EB1902_PROJECTION: FLUSH
 EB1902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1902+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 EB1902
 EB1902  HISTORY     - Date     Condition        Report By
 EB1902  HISTORY     - 1986     MONUMENTED       SCGS
 EB1902  HISTORY     - 20010919 GOOD             SCGS
 EB1902
 EB1902                          STATION DESCRIPTION
 EB1902
 EB1902'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1902'8.5 KM (5.3 MI) SE FROM NICHOLS.
 EB1902'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1902'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1902'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1902'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1902'9, THENCE 1.45 KM (0.9 MI) SOUTHERLY ALONG STATE ROAD 19, SET NEAR THE
 EB1902'NORTHWEST CORNER OF THE LARGE SCREENED PORCH OF A WOODEN HOUSE,
 EB1902'0.25 KM (0.15 MI) NORTH OF THE CEDAR CREEK BRIDGE, 39.48 METERS
 EB1902'(129.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 1.38 METERS (4.5 FT)
 EB1902'NORTH OF THE NORTHWEST CORNER OF THE BRICK PILLAR OF THE PORCH CORNER,
 EB1902'7.63 METERS (25.0 FT) SOUTHWEST OF A POWER POLE SERVICING THE HOUSE,
 EB1902'3.75 METERS (12.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 EB1902'14.65 METERS (48.1 FT) EAST SOUTHEAST OF A 36-INCH LIVE OAK TREE.
 EB1902'THE MARK IS 0.8 M ABOVE THE ROAD.
 EB1902
 EB1902                          STATION RECOVERY (2001)
 EB1902
 EB1902'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1902'STATION IS LOCATED 5.2 MILES (8.4 KM) SOUTHEAST OF NICHOLS, 24.1 MILES
 EB1902'(38.8 KM) NORTH OF CONWAY.  OWNERSHIP--KERBY CILEH HOBBS, 17152
 EB1902'HIGHWAY 19, NICHOLS, SC 29581, PHONE 843-392-4269.  TO REACH THE
 EB1902'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 76 AND STATE HIGHWAY 9, 1.6
 EB1902'MILES (2.6 KM) EAST SOUTHEAST OF NICHOLS, GO SOUTHEAST ON HIGHWAY 9
 EB1902'FOR 3.1 MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD 19, BEAR RIGHT ON
 EB1902'ROAD 19 FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE LEFT NEAR THE
 EB1902'NORTH CORNER OF A WOODEN HOUSE NUMBER 17152.  STATION IS A CONCRETE
 EB1902'POST FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) ABOVE THE ROAD, 4.2
 EB1902'FEET (1.3 M) NORTH OF THE NORTH CORNER OF THE BRICK COLUMN OF THE
 EB1902'PORCH OF THE BRICK HOUSE, 23.3 FEET (7.1 M) WEST OF A 1.5-FOOT
 EB1902'MULTI-TRUNKED CEDAR TREE, 47.6 FEET (14.5 M) EAST SOUTHEAST OF A
 EB1902'3.2-FOOT OAK TREE, 129.4 FEET (39.4 M) EAST SOUTHEAST OF THE CENTER OF
 EB1902'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1903 ***********************************************************************
 EB1903  DESIGNATION -  26 348
 EB1903  PID         -  EB1903
 EB1903  STATE/COUNTY-  SC/HORRY
 EB1903  USGS QUAD   -  DUFORD (1980)
 EB1903
 EB1903                         *CURRENT SURVEY CONTROL
 EB1903  ___________________________________________________________________
 EB1903* NAD 83(1986)-  34 10 18.     (N)    079 04 20.     (W)     SCALED    
 EB1903* NAVD 88     -        22.635  (meters)      74.26   (feet)  ADJUSTED  
 EB1903  ___________________________________________________________________
 EB1903  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 EB1903  DYNAMIC HT  -          22.613 (meters)      74.19  (feet)  COMP
 EB1903  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 EB1903
 EB1903  VERT ORDER  -  FIRST     CLASS II
 EB1903
 EB1903.The horizontal coordinates were scaled from a topographic map and have
 EB1903.an estimated accuracy of +/- 6 seconds.
 EB1903
 EB1903.The orthometric height was determined by differential leveling
 EB1903.and adjusted by the National Geodetic Survey in June 1991..
 EB1903
 EB1903.The geoid height was determined by GEOID03.
 EB1903
 EB1903.The dynamic height is computed by dividing the NAVD 88
 EB1903.geopotential number by the normal gravity value computed on the
 EB1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1903.degrees latitude (g = 980.6199 gals.).
 EB1903
 EB1903.The modeled gravity was interpolated from observed gravity values.
 EB1903
 EB1903;                    North         East    Units  Estimated Accuracy
 EB1903;SPC SC       -   260,970.      787,300.      MT  (+/- 180 meters Scaled)
 EB1903
 EB1903                          SUPERSEDED SURVEY CONTROL
 EB1903
 EB1903  NGVD 29 (03/21/89)   22.943  (m)           75.27   (f) ADJUSTED    1 2
 EB1903
 EB1903.Superseded values are not recommended for survey control.
 EB1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1903.See file dsdata.txt to determine how the superseded data were derived.
 EB1903
 EB1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT776828(NAD 83)
 EB1903_MARKER: DD = SURVEY DISK
 EB1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1903_SP_SET: CONCRETE POST
 EB1903_STAMPING: 26 348 1986
 EB1903_MARK LOGO: SCGS  
 EB1903_PROJECTION: FLUSH
 EB1903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1903+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 EB1903
 EB1903  HISTORY     - Date     Condition        Report By
 EB1903  HISTORY     - 1986     MONUMENTED       SCGS
 EB1903  HISTORY     - 20010919 GOOD             SCGS
 EB1903
 EB1903                          STATION DESCRIPTION
 EB1903
 EB1903'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1903'9.7 KM (6.05 MI) SE FROM NICHOLS.
 EB1903'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1903'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1903'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1903'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1903'9, THENCE 3.0 KM (1.85 MI) SOUTHERLY ALONG STATE ROAD 19, THENCE
 EB1903'0.1 KM (0.05 MI) EAST NORTHEAST ALONG A DIM SAND ROAD, SET NEAR THE
 EB1903'SOUTHWEST CORNER OF A BRICK HOUSE, 0.1 KM (0.05 MI) NORTH OF THE
 EB1903'JUNCTION OF STATE ROAD 44, 1.85 METERS (6.1 FT) SOUTHWEST OF THE HOUSE
 EB1903'CORNER, 17.2 METERS (56.4 FT) EAST SOUTHEAST OF A POWER POLE SERVICING
 EB1903'THE HOUSE, 6.33 METERS (20.8 FT) WEST NORTHWEST OF THE EXTENDED WEST
 EB1903'NORTHWEST EDGE OF THE FRONT STEPS, 23.0 METERS (75.5 FT) NORTH OF
 EB1903'CENTER OF THE SAND ROAD, 22.44 METERS (73.6 FT) SOUTH SOUTHEAST OF A
 EB1903'SECURITY LIGHT POLE.
 EB1903'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 EB1903
 EB1903                          STATION RECOVERY (2001)
 EB1903
 EB1903'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1903'STATION IS LOCATED 6.1 MILES (9.8 KM) SOUTHEAST OF NICHOLS, 23.2 MILES
 EB1903'(37.3 KM) NORTH OF CONWAY.  OWNERSHIP--MR.  ENZOR, 16652 HIGHWAY 9,
 EB1903'NICHOLS, SC 29581, PHONE 843-392-3748.  TO REACH THE STATION FROM THE
 EB1903'JUNCTION OF U.S.  HIGHWAY 76 AND STATE HIGHWAY 9, 1.6 MILES (2.6 KM)
 EB1903'EAST SOUTHEAST OF NICHOLS, GO SOUTHEAST ON HIGHWAY 9 FOR 1.9 MILES
 EB1903'(3.1 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHWEST CORNER OF A
 EB1903'BRICK HOUSE NUMBER 16652 IN THE NORTH ANGLE OF THE JUNCTION OF STATE
 EB1903'ROAD 44 (DUFORD ROAD) .  STATION IS A CONCRETE POST RECESSED 0.2 FOOT,
 EB1903'(6.1 CM) 6.6 FEET (2.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EB1903'HOUSE, 4.4 FEET (1.3 M) SOUTH OF 0.3-FOOT SQUARE WOODEN FLAG POST,
 EB1903'55.8 FEET (17.0 M) EAST SOUTHEAST OF A POWER POLE WITH A SCGS
 EB1903'REFERENCE WASHER SERVICING THE HOUSE, 73.6 FEET (22.4 M) SOUTH OF A
 EB1903'POWER POLE WITH A SECURITY LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1904 ***********************************************************************
 EB1904  DESIGNATION -  26 349
 EB1904  PID         -  EB1904
 EB1904  STATE/COUNTY-  SC/HORRY
 EB1904  USGS QUAD   -  DUFORD (1980)
 EB1904
 EB1904                         *CURRENT SURVEY CONTROL
 EB1904  ___________________________________________________________________
 EB1904* NAD 83(1986)-  34 09 19.     (N)    079 03 53.     (W)     SCALED    
 EB1904* NAVD 88     -        25.074  (meters)      82.26   (feet)  ADJUSTED  
 EB1904  ___________________________________________________________________
 EB1904  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EB1904  DYNAMIC HT  -          25.049 (meters)      82.18  (feet)  COMP
 EB1904  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EB1904
 EB1904  VERT ORDER  -  FIRST     CLASS II
 EB1904
 EB1904.The horizontal coordinates were scaled from a topographic map and have
 EB1904.an estimated accuracy of +/- 6 seconds.
 EB1904
 EB1904.The orthometric height was determined by differential leveling
 EB1904.and adjusted by the National Geodetic Survey in June 1991..
 EB1904
 EB1904.The geoid height was determined by GEOID03.
 EB1904
 EB1904.The dynamic height is computed by dividing the NAVD 88
 EB1904.geopotential number by the normal gravity value computed on the
 EB1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1904.degrees latitude (g = 980.6199 gals.).
 EB1904
 EB1904.The modeled gravity was interpolated from observed gravity values.
 EB1904
 EB1904;                    North         East    Units  Estimated Accuracy
 EB1904;SPC SC       -   259,170.      788,020.      MT  (+/- 180 meters Scaled)
 EB1904
 EB1904                          SUPERSEDED SURVEY CONTROL
 EB1904
 EB1904  NGVD 29 (03/21/89)   25.382  (m)           83.27   (f) ADJUSTED    1 2
 EB1904
 EB1904.Superseded values are not recommended for survey control.
 EB1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1904.See file dsdata.txt to determine how the superseded data were derived.
 EB1904
 EB1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT784810(NAD 83)
 EB1904_MARKER: DD = SURVEY DISK
 EB1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1904_SP_SET: CONCRETE POST
 EB1904_STAMPING: VERT 26 349 1986
 EB1904_MARK LOGO: SCGS  
 EB1904_PROJECTION: FLUSH
 EB1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1904
 EB1904  HISTORY     - Date     Condition        Report By
 EB1904  HISTORY     - 1986     MONUMENTED       SCGS
 EB1904
 EB1904                          STATION DESCRIPTION
 EB1904
 EB1904'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1904'11.4 KM (7.1 MI) SE FROM NICHOLS.
 EB1904'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1904'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1904'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1904'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1904'9, THENCE 5.0 KM (3.1 MI) SOUTHERLY ALONG STATE ROAD 19, SET NEAR THE
 EB1904'EAST NORTHEAST END OF AN ENGRAVED BRICK AND GRANITE MARKER (BLANTON
 EB1904'CEMETARY ESTABLISHED 1891), 0.3 KM (0.2 MI) NORTH OF THE JUNCTION OF
 EB1904'STATE ROAD 389, 9.7 METERS (31.8 FT) EAST NORTHEAST OF THE CENTER OF
 EB1904'THE ROAD, 0.48 METER (1.6 FT) EAST NORTHEAST OF THE END OF THE MARKER,
 EB1904'24.93 METERS (81.8 FT) NORTH NORTHWEST OF A POWER POLE WITH A
 EB1904'TRANSFORMER AND TWO GUY WIRES, 39.00 METERS (128.0 FT) SOUTH SOUTHEAST
 EB1904'OF A 40-INCH LONE PINE TREE, 36.78 METERS (120.7 FT) SOUTHWEST OF THE
 EB1904'SOUTH ONE OF TWO LARGE CEDAR TREES, 23.20 METERS (76.1 FT) NORTH OF
 EB1904'THE NORTHEAST CORNER OF A TOBACCO CURING BARN.
 EB1904'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1908 ***********************************************************************
 EB1908  DESIGNATION -  26 350
 EB1908  PID         -  EB1908
 EB1908  STATE/COUNTY-  SC/HORRY
 EB1908  USGS QUAD   -  BAYBORO (1981)
 EB1908
 EB1908                         *CURRENT SURVEY CONTROL
 EB1908  ___________________________________________________________________
 EB1908* NAD 83(1986)-  34 07 13.     (N)    079 03 13.     (W)     SCALED    
 EB1908* NAVD 88     -        23.122  (meters)      75.86   (feet)  ADJUSTED  
 EB1908  ___________________________________________________________________
 EB1908  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 EB1908  DYNAMIC HT  -          23.099 (meters)      75.78  (feet)  COMP
 EB1908  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 EB1908
 EB1908  VERT ORDER  -  FIRST     CLASS II
 EB1908
 EB1908.The horizontal coordinates were scaled from a topographic map and have
 EB1908.an estimated accuracy of +/- 6 seconds.
 EB1908
 EB1908.The orthometric height was determined by differential leveling
 EB1908.and adjusted by the National Geodetic Survey in June 1991..
 EB1908
 EB1908.The geoid height was determined by GEOID03.
 EB1908
 EB1908.The dynamic height is computed by dividing the NAVD 88
 EB1908.geopotential number by the normal gravity value computed on the
 EB1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1908.degrees latitude (g = 980.6199 gals.).
 EB1908
 EB1908.The modeled gravity was interpolated from observed gravity values.
 EB1908
 EB1908;                    North         East    Units  Estimated Accuracy
 EB1908;SPC SC       -   255,310.      789,120.      MT  (+/- 180 meters Scaled)
 EB1908
 EB1908                          SUPERSEDED SURVEY CONTROL
 EB1908
 EB1908  NGVD 29 (03/21/89)   23.430  (m)           76.87   (f) ADJUSTED    1 2
 EB1908
 EB1908.Superseded values are not recommended for survey control.
 EB1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1908.See file dsdata.txt to determine how the superseded data were derived.
 EB1908
 EB1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT795772(NAD 83)
 EB1908_MARKER: DD = SURVEY DISK
 EB1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1908_SP_SET: CONCRETE POST
 EB1908_STAMPING: VERT 26 350 1986
 EB1908_MARK LOGO: SCGS  
 EB1908_PROJECTION: FLUSH
 EB1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1908
 EB1908  HISTORY     - Date     Condition        Report By
 EB1908  HISTORY     - 1986     MONUMENTED       SCGS
 EB1908
 EB1908                          STATION DESCRIPTION
 EB1908
 EB1908'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1908'15.1 KM (9.4 MI) SE FROM NICHOLS.
 EB1908'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S.HIGHWAY 76 AND STATE
 EB1908'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1908'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1908'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERTLY ALONG
 EB1908'HIGHWAY 9, THENCE 9.0 KM (5.6 MI) SOUTHERLY ALONG STATE ROAD 19, SET
 EB1908'NEAR THE NORTHWEST CORNER OF AN ALUMINUM-SIDED HOUSE, 0.1 KM (0.05 MI)
 EB1908'SOUTH OF THE JUNCTION OF STATE ROAD 896, 0.45 METER (1.5 FT) NORTH OF
 EB1908'THE NORTHEAST CORNER OF THE NORTH BRICK PILLAR OF THE HOUSE PORCH,
 EB1908'1.95 METERS (6.4 FT) WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE
 EB1908'HOUSE, 33.80 METERS (110.9 FT) EAST OF THE CENTER OF ROAD 19, 52.95
 EB1908'METERS (173.7 FT) SOUTH SOUTHEAST OF THE CENTER OF ROAD 896, 6.19
 EB1908'METERS (20.3 FT) SOUTH SOUTHEAST OF THE SOUTHWEST POST OF A VINEYARD,
 EB1908'14.90 METERS (48.9 FT) EAST OF THE NORTH AND LARGER OF TWO MAGNOLIA
 EB1908'TREES.
 EB1908'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1909 ***********************************************************************
 EB1909  DESIGNATION -  26 351
 EB1909  PID         -  EB1909
 EB1909  STATE/COUNTY-  SC/HORRY
 EB1909  USGS QUAD   -  BAYBORO (1981)
 EB1909
 EB1909                         *CURRENT SURVEY CONTROL
 EB1909  ___________________________________________________________________
 EB1909* NAD 83(1986)-  34 06 24.     (N)    079 03 27.     (W)     SCALED    
 EB1909* NAVD 88     -        21.952  (meters)      72.02   (feet)  ADJUSTED  
 EB1909  ___________________________________________________________________
 EB1909  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 EB1909  DYNAMIC HT  -          21.930 (meters)      71.95  (feet)  COMP
 EB1909  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 EB1909
 EB1909  VERT ORDER  -  FIRST     CLASS II
 EB1909
 EB1909.The horizontal coordinates were scaled from a topographic map and have
 EB1909.an estimated accuracy of +/- 6 seconds.
 EB1909
 EB1909.The orthometric height was determined by differential leveling
 EB1909.and adjusted by the National Geodetic Survey in June 1991..
 EB1909
 EB1909.The geoid height was determined by GEOID03.
 EB1909
 EB1909.The dynamic height is computed by dividing the NAVD 88
 EB1909.geopotential number by the normal gravity value computed on the
 EB1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1909.degrees latitude (g = 980.6199 gals.).
 EB1909
 EB1909.The modeled gravity was interpolated from observed gravity values.
 EB1909
 EB1909;                    North         East    Units  Estimated Accuracy
 EB1909;SPC SC       -   253,790.      788,790.      MT  (+/- 180 meters Scaled)
 EB1909
 EB1909                          SUPERSEDED SURVEY CONTROL
 EB1909
 EB1909  NGVD 29 (03/21/89)   22.259  (m)           73.03   (f) ADJUSTED    1 2
 EB1909
 EB1909.Superseded values are not recommended for survey control.
 EB1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1909.See file dsdata.txt to determine how the superseded data were derived.
 EB1909
 EB1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT791756(NAD 83)
 EB1909_MARKER: DD = SURVEY DISK
 EB1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1909_SP_SET: CONCRETE POST
 EB1909_STAMPING: VERT 26 351 1986
 EB1909_MARK LOGO: SCGS  
 EB1909_PROJECTION: RECESSED 5 CENTIMETERS
 EB1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1909
 EB1909  HISTORY     - Date     Condition        Report By
 EB1909  HISTORY     - 1986     MONUMENTED       SCGS
 EB1909
 EB1909                          STATION DESCRIPTION
 EB1909
 EB1909'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1909'16.2 KM (10.05 MI) SE FROM NICHOLS.
 EB1909'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1909'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1909'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1909'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1909'9, THENCE 10.7 KM (6.65 MI) SOUTHERLY ALONG STATE ROAD 19, SET NEAR
 EB1909'THE SOUTH CORNER OF THE GARAGE OF A BRICK HOUSE, 1.05 KM (0.6 MI)
 EB1909'NORTH NORTHEAST OF THE PLEASANT VIEW BAPTIST CHURCH AT THE JUNCTION OF
 EB1909'STATE ROAD 266, 1.52 METERS (5.0 FT) SOUTH SOUTHEAST OF THE GARAGE
 EB1909'CORNER, 28.75 METERS (94.3 FT) WEST NORTHWEST OF THE CENTER OF THE
 EB1909'ROAD, 0.49 METER (1.6 FT) NORTH OF THE INSIDE CORNER OF SOME BURIED
 EB1909'CONCRETE BLOCKS AROUND A FLOWER BED, 28.25 METERS (92.7 FT) NORTH
 EB1909'NORTHWEST OF A 20-INCH CEDAR TREE, 25.55 METERS (83.8 FT) NORTHEAST OF
 EB1909'A FIVE-INCH MAGNOLIA TREE.
 EB1909'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1910 ***********************************************************************
 EB1910  DESIGNATION -  26 352
 EB1910  PID         -  EB1910
 EB1910  STATE/COUNTY-  SC/HORRY
 EB1910  USGS QUAD   -  BAYBORO (1981)
 EB1910
 EB1910                         *CURRENT SURVEY CONTROL
 EB1910  ___________________________________________________________________
 EB1910* NAD 83(1986)-  34 05 34.     (N)    079 03 51.     (W)     SCALED    
 EB1910* NAVD 88     -        26.140  (meters)      85.76   (feet)  ADJUSTED  
 EB1910  ___________________________________________________________________
 EB1910  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EB1910  DYNAMIC HT  -          26.115 (meters)      85.68  (feet)  COMP
 EB1910  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 EB1910
 EB1910  VERT ORDER  -  FIRST     CLASS II
 EB1910
 EB1910.The horizontal coordinates were scaled from a topographic map and have
 EB1910.an estimated accuracy of +/- 6 seconds.
 EB1910
 EB1910.The orthometric height was determined by differential leveling
 EB1910.and adjusted by the National Geodetic Survey in June 1991..
 EB1910
 EB1910.The geoid height was determined by GEOID03.
 EB1910
 EB1910.The dynamic height is computed by dividing the NAVD 88
 EB1910.geopotential number by the normal gravity value computed on the
 EB1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1910.degrees latitude (g = 980.6199 gals.).
 EB1910
 EB1910.The modeled gravity was interpolated from observed gravity values.
 EB1910
 EB1910;                    North         East    Units  Estimated Accuracy
 EB1910;SPC SC       -   252,240.      788,200.      MT  (+/- 180 meters Scaled)
 EB1910
 EB1910                          SUPERSEDED SURVEY CONTROL
 EB1910
 EB1910  NGVD 29 (03/21/89)   26.448  (m)           86.77   (f) ADJUSTED    1 2
 EB1910
 EB1910.Superseded values are not recommended for survey control.
 EB1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1910.See file dsdata.txt to determine how the superseded data were derived.
 EB1910
 EB1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT785741(NAD 83)
 EB1910_MARKER: DD = SURVEY DISK
 EB1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1910_SP_SET: CONCRETE POST
 EB1910_STAMPING: VERT 26 352 1986
 EB1910_MARK LOGO: SCGS  
 EB1910_PROJECTION: FLUSH
 EB1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1910
 EB1910  HISTORY     - Date     Condition        Report By
 EB1910  HISTORY     - 1986     MONUMENTED       SCGS
 EB1910
 EB1910                          STATION DESCRIPTION
 EB1910
 EB1910'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1910'17.2 KM (10.7 MI) SSE FROM NICHOLS.
 EB1910'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1910'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1910'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1910'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1910'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1910'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), SET NEAR THE
 EB1910'NORTHEAST CORNER AND IN LINE WITH THE EAST SIDE OF AN ADDITION ON A
 EB1910'CONVENIENCE STORE (PLEASANT VIEW TRADING) IN THE SOUTHEAST ANGLE OF
 EB1910'THE JUNCTION, 1.39 METERS (4.6 FT) NORTH NORTHWEST OF THE CORNER OF
 EB1910'THE ADDITION, 21.75 METERS (71.4 FT) SOUTH OF THE CENTER OF THE
 EB1910'HIGHWAY, 31.10 METERS (102.0 FT) EAST SOUTHEAST OF THE CENTER OF THE
 EB1910'ROAD, 2.05 METERS (6.7 FT) EAST OF A SECURITY LIGHT POLE, 7.73 METERS
 EB1910'(25.4 FT) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE STORE, 7.40
 EB1910'METERS (24.3 FT) SOUTH SOUTHWEST OF POWER POLE NUMBER 354 WITH A
 EB1910'TRANSFORMER AND FOUR GUY WIRES.
 EB1910'THE MARK IS 2.10 METERS  E FROM  A WITNESS POST
 EB1910'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1911 ***********************************************************************
 EB1911  DESIGNATION -  26 353
 EB1911  PID         -  EB1911
 EB1911  STATE/COUNTY-  SC/HORRY
 EB1911  USGS QUAD   -  BAYBORO (1981)
 EB1911
 EB1911                         *CURRENT SURVEY CONTROL
 EB1911  ___________________________________________________________________
 EB1911* NAD 83(1986)-  34 04 39.     (N)    079 03 55.     (W)     SCALED    
 EB1911* NAVD 88     -        16.035  (meters)      52.61   (feet)  ADJUSTED  
 EB1911  ___________________________________________________________________
 EB1911  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EB1911  DYNAMIC HT  -          16.019 (meters)      52.56  (feet)  COMP
 EB1911  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 EB1911
 EB1911  VERT ORDER  -  FIRST     CLASS II
 EB1911
 EB1911.The horizontal coordinates were scaled from a topographic map and have
 EB1911.an estimated accuracy of +/- 6 seconds.
 EB1911
 EB1911.The orthometric height was determined by differential leveling
 EB1911.and adjusted by the National Geodetic Survey in June 1991..
 EB1911
 EB1911.The geoid height was determined by GEOID03.
 EB1911
 EB1911.The dynamic height is computed by dividing the NAVD 88
 EB1911.geopotential number by the normal gravity value computed on the
 EB1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1911.degrees latitude (g = 980.6199 gals.).
 EB1911
 EB1911.The modeled gravity was interpolated from observed gravity values.
 EB1911
 EB1911;                    North         East    Units  Estimated Accuracy
 EB1911;SPC SC       -   250,540.      788,130.      MT  (+/- 180 meters Scaled)
 EB1911
 EB1911                          SUPERSEDED SURVEY CONTROL
 EB1911
 EB1911  NGVD 29 (03/21/89)   16.342  (m)           53.62   (f) ADJUSTED    1 2
 EB1911
 EB1911.Superseded values are not recommended for survey control.
 EB1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1911.See file dsdata.txt to determine how the superseded data were derived.
 EB1911
 EB1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT785724(NAD 83)
 EB1911_MARKER: DD = SURVEY DISK
 EB1911_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1911_SP_SET: ABUTMENT OF BRIDGE
 EB1911_STAMPING: VERT 26 353 1986
 EB1911_MARK LOGO: SCGS  
 EB1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1911
 EB1911  HISTORY     - Date     Condition        Report By
 EB1911  HISTORY     - 1986     MONUMENTED       SCGS
 EB1911
 EB1911                          STATION DESCRIPTION
 EB1911
 EB1911'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1911'18.7 KM (11.6 MI) SSE FROM NICHOLS.
 EB1911'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1911'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1911'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1911'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1911'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1911'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1911'1.85 KM (1.15 MI) SOUTH ALONG ROAD 19 TO THE FIRST OF FOUR BRIDGES
 EB1911'OVER LAKE SWAMP, SET IN THE ABUTMENT AT THE EAST CORNER OF THE BRIDGE
 EB1911'ON THE OUTSIDE OF THE GUARDRAIL, 1.05 KM (0.65 MI) NORTH NORTHWEST OF
 EB1911'THE JUNCTION OF STATE ROAD 309.
 EB1911'THE MARK IS 0.57 METERS  N FROM  A WITNESS POST
 EB1911'THE MARK IS 0.25 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1912 ***********************************************************************
 EB1912  DESIGNATION -  26 354
 EB1912  PID         -  EB1912
 EB1912  STATE/COUNTY-  SC/HORRY
 EB1912  USGS QUAD   -  BAYBORO (1981)
 EB1912
 EB1912                         *CURRENT SURVEY CONTROL
 EB1912  ___________________________________________________________________
 EB1912* NAD 83(1986)-  34 04 08.     (N)    079 03 37.     (W)     SCALED    
 EB1912* NAVD 88     -        21.725  (meters)      71.28   (feet)  ADJUSTED  
 EB1912  ___________________________________________________________________
 EB1912  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EB1912  DYNAMIC HT  -          21.704 (meters)      71.21  (feet)  COMP
 EB1912  MODELED GRAV-     979,649.5   (mgal)                       NAVD 88
 EB1912
 EB1912  VERT ORDER  -  FIRST     CLASS II
 EB1912
 EB1912.The horizontal coordinates were scaled from a topographic map and have
 EB1912.an estimated accuracy of +/- 6 seconds.
 EB1912
 EB1912.The orthometric height was determined by differential leveling
 EB1912.and adjusted by the National Geodetic Survey in June 1991..
 EB1912
 EB1912.The geoid height was determined by GEOID03.
 EB1912
 EB1912.The dynamic height is computed by dividing the NAVD 88
 EB1912.geopotential number by the normal gravity value computed on the
 EB1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1912.degrees latitude (g = 980.6199 gals.).
 EB1912
 EB1912.The modeled gravity was interpolated from observed gravity values.
 EB1912
 EB1912;                    North         East    Units  Estimated Accuracy
 EB1912;SPC SC       -   249,600.      788,610.      MT  (+/- 180 meters Scaled)
 EB1912
 EB1912                          SUPERSEDED SURVEY CONTROL
 EB1912
 EB1912  NGVD 29 (03/21/89)   22.032  (m)           72.28   (f) ADJUSTED    1 2
 EB1912
 EB1912.Superseded values are not recommended for survey control.
 EB1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1912.See file dsdata.txt to determine how the superseded data were derived.
 EB1912
 EB1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT789714(NAD 83)
 EB1912_MARKER: DD = SURVEY DISK
 EB1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1912_SP_SET: CONCRETE POST
 EB1912_STAMPING: VERT 26 354 1986
 EB1912_MARK LOGO: SCGS  
 EB1912_PROJECTION: RECESSED 2 CENTIMETERS
 EB1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1912
 EB1912  HISTORY     - Date     Condition        Report By
 EB1912  HISTORY     - 1986     MONUMENTED       SCGS
 EB1912  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 EB1912
 EB1912                          STATION DESCRIPTION
 EB1912
 EB1912'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1912'19.8 KM (12.3 MI) SSE FROM NICHOLS.
 EB1912'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1912'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1912'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1912'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1912'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1912'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1912'2.9 KM (1.8 MI) SOUTH ALONG ROAD 19 TO A ROAD RIGHT (STATE ROAD 309),
 EB1912'CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG ROAD 19, THENCE 0.1 KM
 EB1912'(0.05 MI) NORTHEAST ALONG A SAND DRIVE, SET NEAR A POWER POLE WITH A
 EB1912'TRANSFORMER AND A GUY WIRE OFF THE NORTH CORNER OF A WOODEN HOUSE,
 EB1912'10.68 METERS (35.0 FT) NORTH OF THE HOUSE CORNER, 1.58 METERS (5.2 FT)
 EB1912'NORTHWEST OF THE POWER POLE, 10.35 KM (34.0 FT) SOUTH OF THE SOUTH
 EB1912'CORNER OF A WOOD-FRAME GARAGE, 26.5 METERS (86.9 FT) WEST OF THE
 EB1912'CENTER OF A FIELD ROAD, 3.7 METERS (12.1 FT) NORTHWEST OF THE CENTER
 EB1912'OF THE DRIVEWAY.
 EB1912'THE MARK IS 1.59 METERS  NW FROM  A WITNESS POST
 EB1912'THE MARK IS 0.1 M BELOW THE DRIVEWAY.
 EB1912
 EB1912                          STATION RECOVERY (2004)
 EB1912
 EB1912'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1913 ***********************************************************************
 EB1913  DESIGNATION -  26 355
 EB1913  PID         -  EB1913
 EB1913  STATE/COUNTY-  SC/HORRY
 EB1913  USGS QUAD   -  BAYBORO (1981)
 EB1913
 EB1913                         *CURRENT SURVEY CONTROL
 EB1913  ___________________________________________________________________
 EB1913* NAD 83(1986)-  34 03 57.     (N)    079 03 51.     (W)     SCALED    
 EB1913* NAVD 88     -        20.559  (meters)      67.45   (feet)  ADJUSTED  
 EB1913  ___________________________________________________________________
 EB1913  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EB1913  DYNAMIC HT  -          20.539 (meters)      67.39  (feet)  COMP
 EB1913  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EB1913
 EB1913  VERT ORDER  -  FIRST     CLASS II
 EB1913
 EB1913.The horizontal coordinates were scaled from a topographic map and have
 EB1913.an estimated accuracy of +/- 6 seconds.
 EB1913
 EB1913.The orthometric height was determined by differential leveling
 EB1913.and adjusted by the National Geodetic Survey in June 1991..
 EB1913
 EB1913.The geoid height was determined by GEOID03.
 EB1913
 EB1913.The dynamic height is computed by dividing the NAVD 88
 EB1913.geopotential number by the normal gravity value computed on the
 EB1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1913.degrees latitude (g = 980.6199 gals.).
 EB1913
 EB1913.The modeled gravity was interpolated from observed gravity values.
 EB1913
 EB1913;                    North         East    Units  Estimated Accuracy
 EB1913;SPC SC       -   249,250.      788,260.      MT  (+/- 180 meters Scaled)
 EB1913
 EB1913                          SUPERSEDED SURVEY CONTROL
 EB1913
 EB1913  NGVD 29 (03/21/89)   20.866  (m)           68.46   (f) ADJUSTED    1 2
 EB1913
 EB1913.Superseded values are not recommended for survey control.
 EB1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1913.See file dsdata.txt to determine how the superseded data were derived.
 EB1913
 EB1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT786711(NAD 83)
 EB1913_MARKER: DD = SURVEY DISK
 EB1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1913_SP_SET: CONCRETE POST
 EB1913_STAMPING: VERT 26 355 1986
 EB1913_MARK LOGO: SCGS  
 EB1913_PROJECTION: FLUSH
 EB1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1913
 EB1913  HISTORY     - Date     Condition        Report By
 EB1913  HISTORY     - 1986     MONUMENTED       SCGS
 EB1913  HISTORY     - 20041108 GOOD             USPSQD
 EB1913
 EB1913                          STATION DESCRIPTION
 EB1913
 EB1913'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1913'20.0 KM (12.4 MI) SSE FROM NICHOLS.
 EB1913'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1913'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1913'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1913'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1913'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1913'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1913'2.9 KM (1.8 MI) SOUTH ALONG ROAD 19, THENCE 0.5 KM (0.3 MI) SOUTHWEST
 EB1913'ALONG STATE ROAD 309, SET IN LINE WITH THE REAR FACE OF THE MOUNT
 EB1913'PISGAH A.M.E. CHURCH AND THE EAST FACE OF A CONCRETE BLOCK PUMP SHED
 EB1913'IN THE SOUTHEAST ANGLE OF A SAND ROAD, 37.20 METERS (122.0 FT) SOUTH
 EB1913'THE CENTER OF ROAD 309, 8.1 METERS (26.6 FT) EAST OF THE CENTER OF THE
 EB1913'SAND ROAD, 11.82 METERS (38.8 FT) WEST OF THE SOUTHWEST CORNER OF THE
 EB1913'CHURCH, 2.36 METERS (7.7 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER
 EB1913'OF THE PUMP SHED, 8.7 METERS (28.5 FT) NORTH NORTHEAST OF A 24-INCH
 EB1913'POST OAK TREE.
 EB1913'THE MARK IS 0.3 M ABOVE THE STATE ROAD.
 EB1913
 EB1913                          STATION RECOVERY (2004)
 EB1913
 EB1913'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1917 ***********************************************************************
 EB1917  DESIGNATION -  26 356
 EB1917  PID         -  EB1917
 EB1917  STATE/COUNTY-  SC/HORRY
 EB1917  USGS QUAD   -  BAYBORO (1981)
 EB1917
 EB1917                         *CURRENT SURVEY CONTROL
 EB1917  ___________________________________________________________________
 EB1917* NAD 83(1986)-  34 03 56.     (N)    079 02 41.     (W)     SCALED    
 EB1917* NAVD 88     -        31.388  (meters)     102.98   (feet)  ADJUSTED  
 EB1917  ___________________________________________________________________
 EB1917  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 EB1917  DYNAMIC HT  -          31.357 (meters)     102.88  (feet)  COMP
 EB1917  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 EB1917
 EB1917  VERT ORDER  -  FIRST     CLASS II
 EB1917
 EB1917.The horizontal coordinates were scaled from a topographic map and have
 EB1917.an estimated accuracy of +/- 6 seconds.
 EB1917
 EB1917.The orthometric height was determined by differential leveling
 EB1917.and adjusted by the National Geodetic Survey in June 1991..
 EB1917
 EB1917.The geoid height was determined by GEOID03.
 EB1917
 EB1917.The dynamic height is computed by dividing the NAVD 88
 EB1917.geopotential number by the normal gravity value computed on the
 EB1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1917.degrees latitude (g = 980.6199 gals.).
 EB1917
 EB1917.The modeled gravity was interpolated from observed gravity values.
 EB1917
 EB1917;                    North         East    Units  Estimated Accuracy
 EB1917;SPC SC       -   249,250.      790,060.      MT  (+/- 180 meters Scaled)
 EB1917
 EB1917                          SUPERSEDED SURVEY CONTROL
 EB1917
 EB1917  NGVD 29 (03/21/89)   31.695  (m)          103.99   (f) ADJUSTED    1 2
 EB1917
 EB1917.Superseded values are not recommended for survey control.
 EB1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1917.See file dsdata.txt to determine how the superseded data were derived.
 EB1917
 EB1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT804711(NAD 83)
 EB1917_MARKER: DD = SURVEY DISK
 EB1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1917_SP_SET: CONCRETE POST
 EB1917_STAMPING: VERT 26 356 1986
 EB1917_MARK LOGO: SCGS  
 EB1917_PROJECTION: FLUSH
 EB1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1917
 EB1917  HISTORY     - Date     Condition        Report By
 EB1917  HISTORY     - 1986     MONUMENTED       SCGS
 EB1917
 EB1917                          STATION DESCRIPTION
 EB1917
 EB1917'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1917'20.8 KM (12.9 MI) SSE FROM NICHOLS.
 EB1917'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1917'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1917'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1917'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1917'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1917'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1917'2.75 KM (1.7 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE FORK JUNCTION
 EB1917'OF STATE ROAD 34, SET NEAR THE EAST SIDE OF A WOODEN HOUSE, 26.70
 EB1917'METERS (87.6 FT) NORTH OF THE CENTER OF THE ROAD, 4.45 METERS
 EB1917'(14.6 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 8.37 METERS
 EB1917'(27.5 FT) WEST SOUTHWEST OF THE SOUTHEAST CORNER OF A FOUR-FOOT CHAIN
 EB1917'LINK FENCE, 3.50 METERS (11.5 FT) WEST OF THE SOUTHWEST CORNER OF A
 EB1917'CONCRETE BLOCK PUMP SHED, 1.35 METERS (4.4 FT) EAST OF THE SIDE OF THE
 EB1917'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1918 ***********************************************************************
 EB1918  DESIGNATION -  26 357
 EB1918  PID         -  EB1918
 EB1918  STATE/COUNTY-  SC/HORRY
 EB1918  USGS QUAD   -  BAYBORO (1981)
 EB1918
 EB1918                         *CURRENT SURVEY CONTROL
 EB1918  ___________________________________________________________________
 EB1918* NAD 83(1986)-  34 03 33.     (N)    079 01 31.     (W)     SCALED    
 EB1918* NAVD 88     -        32.481  (meters)     106.56   (feet)  ADJUSTED  
 EB1918  ___________________________________________________________________
 EB1918  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EB1918  DYNAMIC HT  -          32.449 (meters)     106.46  (feet)  COMP
 EB1918  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 EB1918
 EB1918  VERT ORDER  -  FIRST     CLASS II
 EB1918
 EB1918.The horizontal coordinates were scaled from a topographic map and have
 EB1918.an estimated accuracy of +/- 6 seconds.
 EB1918
 EB1918.The orthometric height was determined by differential leveling
 EB1918.and adjusted by the National Geodetic Survey in June 1991..
 EB1918
 EB1918.The geoid height was determined by GEOID03.
 EB1918
 EB1918.The dynamic height is computed by dividing the NAVD 88
 EB1918.geopotential number by the normal gravity value computed on the
 EB1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1918.degrees latitude (g = 980.6199 gals.).
 EB1918
 EB1918.The modeled gravity was interpolated from observed gravity values.
 EB1918
 EB1918;                    North         East    Units  Estimated Accuracy
 EB1918;SPC SC       -   248,580.      791,860.      MT  (+/- 180 meters Scaled)
 EB1918
 EB1918                          SUPERSEDED SURVEY CONTROL
 EB1918
 EB1918  NGVD 29 (03/21/89)   32.788  (m)          107.57   (f) ADJUSTED    1 2
 EB1918
 EB1918.Superseded values are not recommended for survey control.
 EB1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1918.See file dsdata.txt to determine how the superseded data were derived.
 EB1918
 EB1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT822704(NAD 83)
 EB1918_MARKER: DD = SURVEY DISK
 EB1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1918_SP_SET: CONCRETE POST
 EB1918_STAMPING: VERT 26 357 1986
 EB1918_MARK LOGO: SCGS  
 EB1918_PROJECTION: RECESSED 1 CENTIMETERS
 EB1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1918
 EB1918  HISTORY     - Date     Condition        Report By
 EB1918  HISTORY     - 1986     MONUMENTED       SCGS
 EB1918
 EB1918                          STATION DESCRIPTION
 EB1918
 EB1918'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1918'22.2 KM (13.8 MI) SSE FROM NICHOLS.
 EB1918'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1918'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1918'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1918'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1918'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1918'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE 4.65
 EB1918'KM (2.9 MI) SOUTH AND EASTERLY ALONG ROAD 19, SET NEAR THE SOUTHWEST
 EB1918'CORNER AND IN LINE WITH THE FRONT FACE OF AN ALUMINUM-SIDED HOUSE
 EB1918'ADJACENT TO J.P. BLANTON AND SONS GARAGE, 1.95 KM (1.2 MI) WEST
 EB1918'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 410 (PLAYCARDS CROSSROADS),
 EB1918'1.50 METERS (4.9 FT) WEST OF THE CORNER OF THE HOUSE, 5.10 METERS
 EB1918'(16.7 FT) SOUTH OF THE SOUTHEAST CORNER OF THE GARAGE, 25.65 METERS
 EB1918'(84.2 FT) NORTH OF THE CENTER OF THE ROAD, 8.35 METERS (27.4 FT) NORTH
 EB1918'NORTHEAST OF A 14-INCH LIVE OAK TREE, 19.45 METERS (63.8 FT) NORTH OF
 EB1918'A 12-INCH CEDAR TREE.
 EB1918'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1919 ***********************************************************************
 EB1919  DESIGNATION -  26 358
 EB1919  PID         -  EB1919
 EB1919  STATE/COUNTY-  SC/HORRY
 EB1919  USGS QUAD   -  BAYBORO (1981)
 EB1919
 EB1919                         *CURRENT SURVEY CONTROL
 EB1919  ___________________________________________________________________
 EB1919* NAD 83(1986)-  34 03 16.     (N)    079 00 21.     (W)     SCALED    
 EB1919* NAVD 88     -        23.334  (meters)      76.56   (feet)  ADJUSTED  
 EB1919  ___________________________________________________________________
 EB1919  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 EB1919  DYNAMIC HT  -          23.311 (meters)      76.48  (feet)  COMP
 EB1919  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 EB1919
 EB1919  VERT ORDER  -  FIRST     CLASS II
 EB1919
 EB1919.The horizontal coordinates were scaled from a topographic map and have
 EB1919.an estimated accuracy of +/- 6 seconds.
 EB1919
 EB1919.The orthometric height was determined by differential leveling
 EB1919.and adjusted by the National Geodetic Survey in June 1991..
 EB1919
 EB1919.The geoid height was determined by GEOID03.
 EB1919
 EB1919.The dynamic height is computed by dividing the NAVD 88
 EB1919.geopotential number by the normal gravity value computed on the
 EB1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1919.degrees latitude (g = 980.6199 gals.).
 EB1919
 EB1919.The modeled gravity was interpolated from observed gravity values.
 EB1919
 EB1919;                    North         East    Units  Estimated Accuracy
 EB1919;SPC SC       -   248,090.      793,670.      MT  (+/- 180 meters Scaled)
 EB1919
 EB1919                          SUPERSEDED SURVEY CONTROL
 EB1919
 EB1919  NGVD 29 (03/21/89)   23.640  (m)           77.56   (f) ADJUSTED    1 2
 EB1919
 EB1919.Superseded values are not recommended for survey control.
 EB1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1919.See file dsdata.txt to determine how the superseded data were derived.
 EB1919
 EB1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT840699(NAD 83)
 EB1919_MARKER: DD = SURVEY DISK
 EB1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1919_SP_SET: CONCRETE POST
 EB1919_STAMPING: VERT 26 358 1986
 EB1919_MARK LOGO: SCGS  
 EB1919_PROJECTION: RECESSED 1 CENTIMETERS
 EB1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1919
 EB1919  HISTORY     - Date     Condition        Report By
 EB1919  HISTORY     - 1986     MONUMENTED       SCGS
 EB1919
 EB1919                          STATION DESCRIPTION
 EB1919
 EB1919'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1919'23.7 KM (14.7 MI) SSE FROM NICHOLS.
 EB1919'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1919'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1919'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT ( U.S. HIGHWAY 76 GOES
 EB1919'EAST NORTHEAST), CONTINUYE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG
 EB1919'HIGHWAY 9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO
 EB1919'THE JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1919'6.6 KM (4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF
 EB1919'STATE HIGHWAY 410 (PLAYCARDS CROSSROADS), SET NEAR THE NORTHWEST
 EB1919'CORNER AND IN LINE WITH THE FRONT FACE OF A STUCCOED BUILDING IN THE
 EB1919'IN THE SOUTH SOUTHEAST ANGLE OF THE JUNCTION, 0.85 METER (2.8 FT) WEST
 EB1919'OF THE CORNER OF THE BUILDING, 0.82 METER (2.7 FT) EAST NORTHEAST OF A
 EB1919'SECURITY LIGHT POLE, 21.96 METERS (72.0 FT) SOUTHEAST OF THE CENTER OF
 EB1919'THE HIGHWAY, 28.95 METERS (95.0 FT) SOUTH OF THE CENTER OF THE ROAD,
 EB1919'20.49 METERS (67.2 FT) SOUTH SOUTHWEST OF THE POWER POLE SERVICING THE
 EB1919'BUILDING.
 EB1919'THE MARK IS 0.83 METERS  W FROM  A WITNESS POST
 EB1919'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1923 ***********************************************************************
 EB1923  DESIGNATION -  26 359
 EB1923  PID         -  EB1923
 EB1923  STATE/COUNTY-  SC/HORRY
 EB1923  USGS QUAD   -  BAYBORO (1981)
 EB1923
 EB1923                         *CURRENT SURVEY CONTROL
 EB1923  ___________________________________________________________________
 EB1923* NAD 83(1986)-  34 02 22.     (N)    079 01 04.     (W)     SCALED    
 EB1923* NAVD 88     -        32.700  (meters)     107.28   (feet)  ADJUSTED  
 EB1923  ___________________________________________________________________
 EB1923  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 EB1923  DYNAMIC HT  -          32.668 (meters)     107.18  (feet)  COMP
 EB1923  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 EB1923
 EB1923  VERT ORDER  -  FIRST     CLASS II
 EB1923
 EB1923.The horizontal coordinates were scaled from a topographic map and have
 EB1923.an estimated accuracy of +/- 6 seconds.
 EB1923
 EB1923.The orthometric height was determined by differential leveling
 EB1923.and adjusted by the National Geodetic Survey in June 1991..
 EB1923
 EB1923.The geoid height was determined by GEOID03.
 EB1923
 EB1923.The dynamic height is computed by dividing the NAVD 88
 EB1923.geopotential number by the normal gravity value computed on the
 EB1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1923.degrees latitude (g = 980.6199 gals.).
 EB1923
 EB1923.The modeled gravity was interpolated from observed gravity values.
 EB1923
 EB1923;                    North         East    Units  Estimated Accuracy
 EB1923;SPC SC       -   246,400.      792,600.      MT  (+/- 180 meters Scaled)
 EB1923
 EB1923                          SUPERSEDED SURVEY CONTROL
 EB1923
 EB1923  NGVD 29 (03/21/89)   33.007  (m)          108.29   (f) ADJUSTED    1 2
 EB1923
 EB1923.Superseded values are not recommended for survey control.
 EB1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1923.See file dsdata.txt to determine how the superseded data were derived.
 EB1923
 EB1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT829683(NAD 83)
 EB1923_MARKER: DD = SURVEY DISK
 EB1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1923_SP_SET: CONCRETE POST
 EB1923_STAMPING: VERT 26 359 1986
 EB1923_MARK LOGO: SCGS  
 EB1923_PROJECTION: RECESSED 2 CENTIMETERS
 EB1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1923
 EB1923  HISTORY     - Date     Condition        Report By
 EB1923  HISTORY     - 1986     MONUMENTED       SCGS
 EB1923
 EB1923                          STATION DESCRIPTION
 EB1923
 EB1923'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1923'24.5 KM (15.2 MI) SSE FROM NICHOLS.
 EB1923'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1923'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1923'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1923'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1923'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1923'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1923'6.6 KM (4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF
 EB1923'STATE HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 2.0 KM (1.25 MI)
 EB1923'SOUTHWEST ALONG HIGHWAY 410, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG A
 EB1923'SAND DRIVE, SET NEAR A POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES
 EB1923'IN THE YARD OF A BRICK HOUSE WITH AN OPEN-AIR GARAGE, 1.15 KM (0.7 MI)
 EB1923'NORTH NORTHEAST OF THE FORK JUNCTION OF STATE ROAD 34, 52.39 METERS
 EB1923'(171.9 FT) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 10.15 METERS
 EB1923'(33.3 FT) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE,
 EB1923'1.75 METERS (5.7 FT) NORTH NORTHWEST OF THE POWER POLE, 26.29 METERS
 EB1923'(86.3 FT) WEST SOUTHWEST OF POWER POLE 16C118-1R-2 WITH A GUY WIRE,
 EB1923'29.57 METERS (97.0 FT) WEST NORTHWEST OF A 30-INCH PECAN TREE,
 EB1923'26.75 METERS (87.8 FT) NORTH OF A 10-INCH LONE PINE TREE.
 EB1923'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1924 ***********************************************************************
 EB1924  DESIGNATION -  26 360
 EB1924  PID         -  EB1924
 EB1924  STATE/COUNTY-  SC/HORRY
 EB1924  USGS QUAD   -  BAYBORO (1981)
 EB1924
 EB1924                         *CURRENT SURVEY CONTROL
 EB1924  ___________________________________________________________________
 EB1924* NAD 83(1986)-  34 01 39.     (N)    079 01 19.     (W)     SCALED    
 EB1924* NAVD 88     -        31.444  (meters)     103.16   (feet)  ADJUSTED  
 EB1924  ___________________________________________________________________
 EB1924  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EB1924  DYNAMIC HT  -          31.413 (meters)     103.06  (feet)  COMP
 EB1924  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 EB1924
 EB1924  VERT ORDER  -  FIRST     CLASS II
 EB1924
 EB1924.The horizontal coordinates were scaled from a topographic map and have
 EB1924.an estimated accuracy of +/- 6 seconds.
 EB1924
 EB1924.The orthometric height was determined by differential leveling
 EB1924.and adjusted by the National Geodetic Survey in June 1991..
 EB1924
 EB1924.The geoid height was determined by GEOID03.
 EB1924
 EB1924.The dynamic height is computed by dividing the NAVD 88
 EB1924.geopotential number by the normal gravity value computed on the
 EB1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1924.degrees latitude (g = 980.6199 gals.).
 EB1924
 EB1924.The modeled gravity was interpolated from observed gravity values.
 EB1924
 EB1924;                    North         East    Units  Estimated Accuracy
 EB1924;SPC SC       -   245,070.      792,240.      MT  (+/- 180 meters Scaled)
 EB1924
 EB1924                          SUPERSEDED SURVEY CONTROL
 EB1924
 EB1924  NGVD 29 (03/21/89)   31.750  (m)          104.17   (f) ADJUSTED    1 2
 EB1924
 EB1924.Superseded values are not recommended for survey control.
 EB1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1924.See file dsdata.txt to determine how the superseded data were derived.
 EB1924
 EB1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT826669(NAD 83)
 EB1924_MARKER: DD = SURVEY DISK
 EB1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1924_SP_SET: CONCRETE POST
 EB1924_STAMPING: VERT 26 360 1986
 EB1924_MARK LOGO: SCGS  
 EB1924_PROJECTION: RECESSED 2 CENTIMETERS
 EB1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1924
 EB1924  HISTORY     - Date     Condition        Report By
 EB1924  HISTORY     - 1986     MONUMENTED       SCGS
 EB1924
 EB1924                          STATION DESCRIPTION
 EB1924
 EB1924'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1924'25.4 KM (15.8 MI) SSE FROM NICHOLS.
 EB1924'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1924'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1924'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1924'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1924'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1924'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE
 EB1924'6.6 KM (4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF
 EB1924'STATE HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 3.45 KM (2.15 MI)
 EB1924'SOUTHERLY ALONG HIGHWAY 410, SET NEAR A POWER POLE AND IN LINE WITH
 EB1924'THE WEST FACE OF A SHINGLE-SIDED HOUSE, 23.25 METERS (76.3 FT) EAST
 EB1924'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2.42 METERS (7.9 FT) EAST OF
 EB1924'THE POWER POLE SERVICING THE HOUSE, 9.45 METERS (31.0 FT) NORTH OF THE
 EB1924'NORTHWEST CORNER OF THE HOUSE, 13.77 METERS (45.2 FT) EAST NORTHEAST
 EB1924'OF A 7-INCH OAK TREE, 14.49 METERS (47.5 FT) NORTHWEST OF THE
 EB1924'NORTHEAST CORNER OF THE HOUSE.
 EB1924'THE MARK IS 2.55 METERS  E FROM  A WITNESS POST
 EB1924'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1925 ***********************************************************************
 EB1925  DESIGNATION -  26 361
 EB1925  PID         -  EB1925
 EB1925  STATE/COUNTY-  SC/HORRY
 EB1925  USGS QUAD   -  BAYBORO (1981)
 EB1925
 EB1925                         *CURRENT SURVEY CONTROL
 EB1925  ___________________________________________________________________
 EB1925* NAD 83(1986)-  34 00 33.     (N)    079 01 21.     (W)     SCALED    
 EB1925* NAVD 88     -        31.401  (meters)     103.02   (feet)  ADJUSTED  
 EB1925  ___________________________________________________________________
 EB1925  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EB1925  DYNAMIC HT  -          31.370 (meters)     102.92  (feet)  COMP
 EB1925  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 EB1925
 EB1925  VERT ORDER  -  FIRST     CLASS II
 EB1925
 EB1925.The horizontal coordinates were scaled from a topographic map and have
 EB1925.an estimated accuracy of +/- 6 seconds.
 EB1925
 EB1925.The orthometric height was determined by differential leveling
 EB1925.and adjusted by the National Geodetic Survey in June 1991..
 EB1925
 EB1925.The geoid height was determined by GEOID03.
 EB1925
 EB1925.The dynamic height is computed by dividing the NAVD 88
 EB1925.geopotential number by the normal gravity value computed on the
 EB1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1925.degrees latitude (g = 980.6199 gals.).
 EB1925
 EB1925.The modeled gravity was interpolated from observed gravity values.
 EB1925
 EB1925;                    North         East    Units  Estimated Accuracy
 EB1925;SPC SC       -   243,040.      792,230.      MT  (+/- 180 meters Scaled)
 EB1925
 EB1925                          SUPERSEDED SURVEY CONTROL
 EB1925
 EB1925  NGVD 29 (03/21/89)   31.707  (m)          104.03   (f) ADJUSTED    1 2
 EB1925
 EB1925.Superseded values are not recommended for survey control.
 EB1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1925.See file dsdata.txt to determine how the superseded data were derived.
 EB1925
 EB1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT826649(NAD 83)
 EB1925_MARKER: DD = SURVEY DISK
 EB1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1925_SP_SET: CONCRETE POST
 EB1925_STAMPING: VERT 26 361 1986
 EB1925_MARK LOGO: SCGS  
 EB1925_PROJECTION: RECESSED 5 CENTIMETERS
 EB1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1925
 EB1925  HISTORY     - Date     Condition        Report By
 EB1925  HISTORY     - 1986     MONUMENTED       SCGS
 EB1925  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 EB1925
 EB1925                          STATION DESCRIPTION
 EB1925
 EB1925'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1925'27.2 KM (16.9 MI) SSE FROM NICHOLS.
 EB1925'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1925'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1925'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 EB1925'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 EB1925'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 EB1925'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE 6.6
 EB1925'KM (4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF STATE
 EB1925'HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 5.4 KM (3.35 MI) SOUTHERLY
 EB1925'ALONG HIGHWAY 410 TO A CROSSROAD (STATE ROAD 45) IN BAYBORO, CONTINUE
 EB1925'0.1 KM (0.05 MI) SOUTH ALONG HIGHWAY 410, SET NEAR A POWER POLE
 EB1925'SERVICING A BRICK HOUSE AND IN LINE WITH THE FRONT FACE OF A BRICK
 EB1925'GARAGE, 39.20 METERS (128.6 FT) WEST OF THE CENTER OF THE HIGHWAY,
 EB1925'6.80 METERS (22.3 FT) NORTH OF THE NORTHEAST CORNER OF THE GARAGE,
 EB1925'1.90 METERS (6.2 FT) OF WEST THE POWER POLE, 20.60 METERS (67.6 FT)
 EB1925'NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE, 22.70 METERS (74.5 FT)
 EB1925'SOUTH OF A 17-INCH PECAN TREE, 4.00 METERS (13.1 FT) EAST NORTHEAST OF
 EB1925'A 14-INCH PINE TREE.
 EB1925'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1925
 EB1925                          STATION RECOVERY (2004)
 EB1925
 EB1925'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1949 ***********************************************************************
 DD1949  DESIGNATION -  26 362
 DD1949  PID         -  DD1949
 DD1949  STATE/COUNTY-  SC/HORRY
 DD1949  USGS QUAD   -  ADRIAN (1980)
 DD1949
 DD1949                         *CURRENT SURVEY CONTROL
 DD1949  ___________________________________________________________________
 DD1949* NAD 83(1986)-  33 59 49.     (N)    079 01 17.     (W)     SCALED    
 DD1949* NAVD 88     -        31.534  (meters)     103.46   (feet)  ADJUSTED  
 DD1949  ___________________________________________________________________
 DD1949  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DD1949  DYNAMIC HT  -          31.503 (meters)     103.36  (feet)  COMP
 DD1949  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 DD1949
 DD1949  VERT ORDER  -  FIRST     CLASS II
 DD1949
 DD1949.The horizontal coordinates were scaled from a topographic map and have
 DD1949.an estimated accuracy of +/- 6 seconds.
 DD1949
 DD1949.The orthometric height was determined by differential leveling
 DD1949.and adjusted by the National Geodetic Survey in June 1991..
 DD1949
 DD1949.The geoid height was determined by GEOID03.
 DD1949
 DD1949.The dynamic height is computed by dividing the NAVD 88
 DD1949.geopotential number by the normal gravity value computed on the
 DD1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1949.degrees latitude (g = 980.6199 gals.).
 DD1949
 DD1949.The modeled gravity was interpolated from observed gravity values.
 DD1949
 DD1949;                    North         East    Units  Estimated Accuracy
 DD1949;SPC SC       -   241,690.      792,350.      MT  (+/- 180 meters Scaled)
 DD1949
 DD1949                          SUPERSEDED SURVEY CONTROL
 DD1949
 DD1949  NGVD 29 (03/21/89)   31.840  (m)          104.46   (f) ADJUSTED    1 2
 DD1949
 DD1949.Superseded values are not recommended for survey control.
 DD1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1949.See file dsdata.txt to determine how the superseded data were derived.
 DD1949
 DD1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT827635(NAD 83)
 DD1949_MARKER: DD = SURVEY DISK
 DD1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1949_SP_SET: CONCRETE POST
 DD1949_STAMPING: VERT 26 362 1986
 DD1949_MARK LOGO: SCGS  
 DD1949_PROJECTION: RECESSED 3 CENTIMETERS
 DD1949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1949
 DD1949  HISTORY     - Date     Condition        Report By
 DD1949  HISTORY     - 1986     MONUMENTED       SCGS
 DD1949
 DD1949                          STATION DESCRIPTION
 DD1949
 DD1949'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1949'28.4 KM (17.65 MI) SSE FROM NICHOLS.
 DD1949'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 DD1949'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 DD1949'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 DD1949'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 DD1949'9, THENCE 12.3 (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE JUNCTION
 DD1949'OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE 6.6 KM
 DD1949'(4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF STATE
 DD1949'HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 6.75 KM (4.2 MI) SOUTHERLY
 DD1949'ALONG HIGHWAY 410 , SET IN LINE WITH THE REAR FACE OF A BRICK HOUSE
 DD1949'AND THE SOUTH SIDE OF A CONCRETE BLOCK GARAGE, 1.35 KM (0.85 MI) SOUTH
 DD1949'OF THE JUNCTION OF STATE ROAD 45 IN BAYBORO, 43.70 METERS (143.4 FT)
 DD1949'WEST OF THE CENTER OF THE HIGHWAY, 16.52 METERS (54.2 FT) SOUTH OF THE
 DD1949'SOUTHWEST CORNER OF THE HOUSE, 21.96 METERS (72.0 FT) EAST OF THE
 DD1949'SOUTHEAST CORNER OF THE GARAGE, 8.05 METERS (26.4 FT) EAST NORTHEAST
 DD1949'OF THE POWER POLE SERVICING THE GARAGE, 2.37 METERS (7.8 FT) EAST
 DD1949'NORTHEAST OF THE SEVENTH PINE TREE FROM THE HIGHWAY IN THE ROW OF PINE
 DD1949'TREES ALONG THE SOUTH SIDE OF THE DRIVEWAY TO THE GARAGE.
 DD1949'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1950 ***********************************************************************
 DD1950  DESIGNATION -  26 363
 DD1950  PID         -  DD1950
 DD1950  STATE/COUNTY-  SC/HORRY
 DD1950  USGS QUAD   -  ADRIAN (1980)
 DD1950
 DD1950                         *CURRENT SURVEY CONTROL
 DD1950  ___________________________________________________________________
 DD1950* NAD 83(1986)-  33 59 04.     (N)    079 01 12.     (W)     SCALED    
 DD1950* NAVD 88     -        29.049  (meters)      95.30   (feet)  ADJUSTED  
 DD1950  ___________________________________________________________________
 DD1950  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DD1950  DYNAMIC HT  -          29.020 (meters)      95.21  (feet)  COMP
 DD1950  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 DD1950
 DD1950  VERT ORDER  -  FIRST     CLASS II
 DD1950
 DD1950.The horizontal coordinates were scaled from a topographic map and have
 DD1950.an estimated accuracy of +/- 6 seconds.
 DD1950
 DD1950.The orthometric height was determined by differential leveling
 DD1950.and adjusted by the National Geodetic Survey in June 1991..
 DD1950
 DD1950.The geoid height was determined by GEOID03.
 DD1950
 DD1950.The dynamic height is computed by dividing the NAVD 88
 DD1950.geopotential number by the normal gravity value computed on the
 DD1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1950.degrees latitude (g = 980.6199 gals.).
 DD1950
 DD1950.The modeled gravity was interpolated from observed gravity values.
 DD1950
 DD1950;                    North         East    Units  Estimated Accuracy
 DD1950;SPC SC       -   240,300.      792,510.      MT  (+/- 180 meters Scaled)
 DD1950
 DD1950                          SUPERSEDED SURVEY CONTROL
 DD1950
 DD1950  NGVD 29 (03/21/89)   29.355  (m)           96.31   (f) ADJUSTED    1 2
 DD1950
 DD1950.Superseded values are not recommended for survey control.
 DD1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1950.See file dsdata.txt to determine how the superseded data were derived.
 DD1950
 DD1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT828621(NAD 83)
 DD1950_MARKER: DD = SURVEY DISK
 DD1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1950_SP_SET: CONCRETE POST
 DD1950_STAMPING: VERT 26 363 1986
 DD1950_MARK LOGO: SCGS  
 DD1950_PROJECTION: RECESSED 3 CENTIMETERS
 DD1950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1950
 DD1950  HISTORY     - Date     Condition        Report By
 DD1950  HISTORY     - 1986     MONUMENTED       SCGS
 DD1950
 DD1950                          STATION DESCRIPTION
 DD1950
 DD1950'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1950'29.8 KM (18.5 MI) SSE FROM NICHOLS.
 DD1950'2.65 KM (1.65 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 DD1950'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 DD1950'(NORTH MAIN STREET) IN NICHOLS TO A FORK LEFT (U.S. HIGHWAY 76 GOES
 DD1950'EAST NORTHEAST), CONTINUE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG HIGHWAY
 DD1950'9, THENCE 12.3 KM (7.65 MI) SOUTHERLY ALONG STATE ROAD 19 TO THE
 DD1950'JUNCTION OF STATE HIGHWAY 917 (PLEASANT VIEW COMMUNITY), CONTINUE 6.6
 DD1950'KM (4.1 MI) SOUTH AND EASTERLY ALONG ROAD 19 TO THE JUNCTION OF STATE
 DD1950'HIGHWAY 410 (PLAYCARDS CROSSROADS), THENCE 8.2 KM (5.1 MI) SOUTHERLY
 DD1950'ALONG HIGHWAY 410, SET NEAR A BRICK ENTRANCEWAY IN THE NORTHEAST ANGLE
 DD1950'OF THE NORTH ONE OF TWO SAND DRIVEWAYS TO A TWO-STORIED BRICK HOUSE,
 DD1950'14.55 METERS (47.7 FT) EAST OF THE CENTER OF THE HIGHWAY, 0.36 METER
 DD1950'(1.2 FT) WEST SOUTHWEST OF THE NORTH SECTION OF THE ENTRANCEWAY,
 DD1950'0.80 METER (2.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE NORTH
 DD1950'PILLAR OF THE SECTION, 4.45 METERS (14.6 FT) NORTH OF THE CENTER OF
 DD1950'THE DRIVEWAY, 3.60 METERS (11.8 FT) WEST SOUTHWEST OF A 17-INCH
 DD1950'DOUBLE-TRUNKED WATER OAK TREE, 8.45 METERS (27.7 FT) SOUTH SOUTHEAST
 DD1950'OF A POWER POLE.
 DD1950'THE MARK IS 8.45 METERS  SSE FROM  A WITNESS POST
 DD1950'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2072 ***********************************************************************
 DD2072  DESIGNATION -  26 364
 DD2072  PID         -  DD2072
 DD2072  STATE/COUNTY-  SC/HORRY
 DD2072  USGS QUAD   -  CONWAY (1980)
 DD2072
 DD2072                         *CURRENT SURVEY CONTROL
 DD2072  ___________________________________________________________________
 DD2072* NAD 83(1986)-  33 50 37.     (N)    079 05 10.     (W)     SCALED    
 DD2072* NAVD 88     -         7.875  (meters)      25.84   (feet)  ADJUSTED  
 DD2072  ___________________________________________________________________
 DD2072  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DD2072  DYNAMIC HT  -           7.867 (meters)      25.81  (feet)  COMP
 DD2072  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 DD2072
 DD2072  VERT ORDER  -  FIRST     CLASS II
 DD2072
 DD2072.The horizontal coordinates were scaled from a topographic map and have
 DD2072.an estimated accuracy of +/- 6 seconds.
 DD2072
 DD2072.The orthometric height was determined by differential leveling
 DD2072.and adjusted by the National Geodetic Survey in June 1991..
 DD2072
 DD2072.The geoid height was determined by GEOID03.
 DD2072
 DD2072.The dynamic height is computed by dividing the NAVD 88
 DD2072.geopotential number by the normal gravity value computed on the
 DD2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2072.degrees latitude (g = 980.6199 gals.).
 DD2072
 DD2072.The modeled gravity was interpolated from observed gravity values.
 DD2072
 DD2072;                    North         East    Units  Estimated Accuracy
 DD2072;SPC SC       -   224,570.      786,690.      MT  (+/- 180 meters Scaled)
 DD2072
 DD2072                          SUPERSEDED SURVEY CONTROL
 DD2072
 DD2072  NGVD 29 (03/21/89)    8.179  (m)           26.83   (f) ADJUSTED    1 2
 DD2072
 DD2072.Superseded values are not recommended for survey control.
 DD2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2072.See file dsdata.txt to determine how the superseded data were derived.
 DD2072
 DD2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT770464(NAD 83)
 DD2072_MARKER: DD = SURVEY DISK
 DD2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2072_SP_SET: CONCRETE POST
 DD2072_STAMPING: VERT 26 364 1986
 DD2072_MARK LOGO: SCGS  
 DD2072_PROJECTION: FLUSH
 DD2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2072+STABILITY: SURFACE MOTION
 DD2072
 DD2072  HISTORY     - Date     Condition        Report By
 DD2072  HISTORY     - 1986     MONUMENTED       SCGS
 DD2072
 DD2072                          STATION DESCRIPTION
 DD2072
 DD2072'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2072'IN CONWAY.
 DD2072'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2072'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2072'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 2.75
 DD2072'KM (1.7 MI) WESTERLY ALONG HIGHWAY 378, THENCE 0.1 KM (0.05 MI)
 DD2072'NORTH-NORTHEAST ALONG A GRAVEL DRIVE, SET NEAR THE SOUTHEAST CORNER
 DD2072'OF A BRICK HOUSE, 51.7 METERS (169.6 FT) NORTH OF THE CENTER OF THE
 DD2072'WESTBOUND LANES OF THE HIGHWAY, 2.71 METERS (8.9 FT) SOUTH-SOUTHWEST
 DD2072'OF THE HOUSE CORNER, 4.74 METERS (15.6 FT) EAST-SOUTHEAST OF THE
 DD2072'SOUTHEAST CORNER OF A BRICK PUMP SHED, 5.70 METERS (18.7 FT)
 DD2072'WEST-NORTHWEST OF POWER POLE (SERVICING THE HOUSE) NUMBER 3850 WITH A
 DD2072'GUY WIRE, 25.4 METERS (83.3 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 DD2072'ROAD.
 DD2072'THE MARK IS 5.75 METERS  WNW FROM  A WITNESS POST
 DD2072'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2077 ***********************************************************************
 DD2077  DESIGNATION -  26 365
 DD2077  PID         -  DD2077
 DD2077  STATE/COUNTY-  SC/HORRY
 DD2077  USGS QUAD   -  CONWAY (1980)
 DD2077
 DD2077                         *CURRENT SURVEY CONTROL
 DD2077  ___________________________________________________________________
 DD2077* NAD 83(1986)-  33 50 13.     (N)    079 07 22.     (W)     SCALED    
 DD2077* NAVD 88     -         9.786  (meters)      32.11   (feet)  ADJUSTED  
 DD2077  ___________________________________________________________________
 DD2077  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DD2077  DYNAMIC HT  -           9.776 (meters)      32.07  (feet)  COMP
 DD2077  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 DD2077
 DD2077  VERT ORDER  -  FIRST     CLASS II
 DD2077
 DD2077.This mark is at Conway - Horry County Airport (HYW)
 DD2077
 DD2077.The horizontal coordinates were scaled from a topographic map and have
 DD2077.an estimated accuracy of +/- 6 seconds.
 DD2077
 DD2077.The orthometric height was determined by differential leveling
 DD2077.and adjusted by the National Geodetic Survey in November 1999..
 DD2077.No vertical observational check was made to the station.
 DD2077
 DD2077.The geoid height was determined by GEOID03.
 DD2077
 DD2077.The dynamic height is computed by dividing the NAVD 88
 DD2077.geopotential number by the normal gravity value computed on the
 DD2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2077.degrees latitude (g = 980.6199 gals.).
 DD2077
 DD2077.The modeled gravity was interpolated from observed gravity values.
 DD2077
 DD2077;                    North         East    Units  Estimated Accuracy
 DD2077;SPC SC       -   223,770.      783,310.      MT  (+/- 180 meters Scaled)
 DD2077
 DD2077                          SUPERSEDED SURVEY CONTROL
 DD2077
 DD2077  NAVD 88 (06/15/91)    9.790  (m)           32.12   (f) UNKNOWN     1 2
 DD2077  NGVD 29 (03/21/89)   10.095  (m)           33.12   (f) ADJUSTED    1 2
 DD2077
 DD2077.Superseded values are not recommended for survey control.
 DD2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2077.See file dsdata.txt to determine how the superseded data were derived.
 DD2077
 DD2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT737456(NAD 83)
 DD2077_MARKER: DD = SURVEY DISK
 DD2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2077_SP_SET: CONCRETE POST
 DD2077_STAMPING: VERT 26 365 1986
 DD2077_MARK LOGO: SCGS  
 DD2077_PROJECTION: FLUSH
 DD2077_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2077+STABILITY: SURFACE MOTION
 DD2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2077+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 DD2077
 DD2077  HISTORY     - Date     Condition        Report By
 DD2077  HISTORY     - 1986     MONUMENTED       SCGS
 DD2077  HISTORY     - 19941122 GOOD             SCGS
 DD2077
 DD2077                          STATION DESCRIPTION
 DD2077
 DD2077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2077'6.4 KM (3.95 MI) WEST FROM CONWAY.
 DD2077'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2077'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2077'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 6.3 KM
 DD2077'(3.9 MI) WESTERLY ALONG HIGHWAY 378, SET BETWEEN A CONCRETE DRIVEWAY
 DD2077'AND A HEDGEROW AND IN LINE WITH THE FRONT OF A BRICK HOUSE, 0.15 KM
 DD2077'(0.1 MI) EAST OF THE JUNCTION OF STATE ROAD 78, 31.95 METERS (104.8
 DD2077'FT) NORTH OF THE CENTER OF THE HIGHWAY, 13.5 METERS (44.3 FT) EAST OF
 DD2077'THE SOUTHEAST CORNER OF THE HOUSE, 16.6 METERS (54.5 FT) SOUTH OF A
 DD2077'SECURITY LIGHT POLE, 3.7 METERS (12.1 FT) WEST-NORTHWEST OF A POWER
 DD2077'POLE SERVICING THE HOUSE, 2.02 METERS (6.6 FT) EAST OF THE EAST EDGE
 DD2077'OF THE DRIVEWAY, 10.55 METERS (34.6 FT) NORTH OF A 12-INCH SILK TREE.
 DD2077'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DD2077
 DD2077                          STATION RECOVERY (1994)
 DD2077
 DD2077'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 DD2077'STATION IS LOCATED 4.4 MILES (7.1 KM) WEST OF CONWAY.
 DD2077'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD2077'HIGHWAYS 501, 701 (CHURCH STREET) AND 378 (WRIGHT BOULEVARD) IN
 DD2077'CONWAY, GO NORTHWEST ON HIGHWAY 378 FOR 3.75 MILES (6.03 KM) TO A
 DD2077'PAVED ROAD LEFT (AIRPORT ROAD), CONTINUE ON HIGHWAY 378 FOR 0.1 MILE
 DD2077'(0.2 KM) TO THE STATION ON THE RIGHT BETWEEN A CONCRETE DRIVEWAY AND A
 DD2077'POWER POLE SERVING POWER TO A BRICK HOUSE.  STATION IS A CONCRETE POST
 DD2077'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE DRIVEWAY, 44.3 FEET
 DD2077'(13.5 M) EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 6.6 FEET
 DD2077'(2.0 M) EAST NORTHEAST OF THE EAST EDGE OF THE DRIVEWAY, 12.5 FEET
 DD2077'(3.8 M) WEST OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 DD2077'66.2 FEET (20.2 M) NORTH NORTHWEST OF A POWER POLE 2-0/26 1/2 WITH A
 DD2077'TRANSFORMER, 105.3 FEET (32.1 M) NORTH OF THE CENTER OF THE HIGHWAY.
 DD2077'RECOVERED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2084 ***********************************************************************
 DD2084  DESIGNATION -  26 366
 DD2084  PID         -  DD2084
 DD2084  STATE/COUNTY-  SC/HORRY
 DD2084  USGS QUAD   -  DONGOLA (1980)
 DD2084
 DD2084                         *CURRENT SURVEY CONTROL
 DD2084  ___________________________________________________________________
 DD2084* NAD 83(1986)-  33 50 05.     (N)    079 08 13.     (W)     SCALED    
 DD2084* NAVD 88     -         9.761  (meters)      32.02   (feet)  ADJUSTED  
 DD2084  ___________________________________________________________________
 DD2084  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2084  DYNAMIC HT  -           9.751 (meters)      31.99  (feet)  COMP
 DD2084  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 DD2084
 DD2084  VERT ORDER  -  FIRST     CLASS II
 DD2084
 DD2084.The horizontal coordinates were scaled from a topographic map and have
 DD2084.an estimated accuracy of +/- 6 seconds.
 DD2084
 DD2084.The orthometric height was determined by differential leveling
 DD2084.and adjusted by the National Geodetic Survey in June 1991..
 DD2084
 DD2084.The geoid height was determined by GEOID03.
 DD2084
 DD2084.The dynamic height is computed by dividing the NAVD 88
 DD2084.geopotential number by the normal gravity value computed on the
 DD2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2084.degrees latitude (g = 980.6199 gals.).
 DD2084
 DD2084.The modeled gravity was interpolated from observed gravity values.
 DD2084
 DD2084;                    North         East    Units  Estimated Accuracy
 DD2084;SPC SC       -   223,500.      782,010.      MT  (+/- 180 meters Scaled)
 DD2084
 DD2084                          SUPERSEDED SURVEY CONTROL
 DD2084
 DD2084  NGVD 29 (03/21/89)   10.066  (m)           33.02   (f) ADJUSTED    1 2
 DD2084
 DD2084.Superseded values are not recommended for survey control.
 DD2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2084.See file dsdata.txt to determine how the superseded data were derived.
 DD2084
 DD2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT723453(NAD 83)
 DD2084_MARKER: DD = SURVEY DISK
 DD2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2084_SP_SET: CONCRETE POST
 DD2084_STAMPING: VERT 26 366 1986
 DD2084_MARK LOGO: SCGS  
 DD2084_PROJECTION: FLUSH
 DD2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2084+STABILITY: SURFACE MOTION
 DD2084
 DD2084  HISTORY     - Date     Condition        Report By
 DD2084  HISTORY     - 1986     MONUMENTED       SCGS
 DD2084
 DD2084                          STATION DESCRIPTION
 DD2084
 DD2084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2084'7.7 KM (4.8 MI) WEST FROM CONWAY.
 DD2084'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2084'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2084'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 7.65
 DD2084'KM (4.75 MI) WESTERLY ALONG HIGHWAY 378, SET IN FRONT OF AND IN LINE
 DD2084'WITH THE WEST SIDE OF AN ALUMINUM-SIDED BUILDING (DONS CABINET SHOP)
 DD2084'AND IN LINE WITH THE FRONT FACE OF A BRICK HOUSE WHOSE CARPORT HAS
 DD2084'BEEN ENCLOSED WITH ALUMINUM SIDING, 1.2 KM (0.75 MI) WEST OF THE
 DD2084'JUNCTION OF STATE ROAD 78, 29.98 METERS (98.4 FT) SOUTH OF THE CENTER
 DD2084'OF THE HIGHWAY, 22.27 METERS (73.1 FT) NORTH OF THE NORTHWEST CORNER
 DD2084'OF THE SHOP, 49.64 METERS (162.9 FT) WEST OF THE NORTHWEST CORNER OF
 DD2084'THE HOUSE, 39.92 METERS (131.0 FT) NORTHWEST OF THE NORTHEAST CORNER
 DD2084'OF THE SHOP, 11.15 METERS (36.6 FT) WEST OF A 15-FT FLAGPOLE.
 DD2084'THE MARK IS 5.0 METERS  SE FROM  A WITNESS POST
 DD2084'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2085 ***********************************************************************
 DD2085  DESIGNATION -  26 367
 DD2085  PID         -  DD2085
 DD2085  STATE/COUNTY-  SC/HORRY
 DD2085  USGS QUAD   -  DONGOLA (1980)
 DD2085
 DD2085                         *CURRENT SURVEY CONTROL
 DD2085  ___________________________________________________________________
 DD2085* NAD 83(1986)-  33 50 07.     (N)    079 09 27.     (W)     SCALED    
 DD2085* NAVD 88     -         9.532  (meters)      31.27   (feet)  ADJUSTED  
 DD2085  ___________________________________________________________________
 DD2085  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DD2085  DYNAMIC HT  -           9.522 (meters)      31.24  (feet)  COMP
 DD2085  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 DD2085
 DD2085  VERT ORDER  -  FIRST     CLASS II
 DD2085
 DD2085.The horizontal coordinates were scaled from a topographic map and have
 DD2085.an estimated accuracy of +/- 6 seconds.
 DD2085
 DD2085.The orthometric height was determined by differential leveling
 DD2085.and adjusted by the National Geodetic Survey in June 1991..
 DD2085
 DD2085.The geoid height was determined by GEOID03.
 DD2085
 DD2085.The dynamic height is computed by dividing the NAVD 88
 DD2085.geopotential number by the normal gravity value computed on the
 DD2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2085.degrees latitude (g = 980.6199 gals.).
 DD2085
 DD2085.The modeled gravity was interpolated from observed gravity values.
 DD2085
 DD2085;                    North         East    Units  Estimated Accuracy
 DD2085;SPC SC       -   223,530.      780,100.      MT  (+/- 180 meters Scaled)
 DD2085
 DD2085                          SUPERSEDED SURVEY CONTROL
 DD2085
 DD2085  NGVD 29 (03/21/89)    9.837  (m)           32.27   (f) ADJUSTED    1 2
 DD2085
 DD2085.Superseded values are not recommended for survey control.
 DD2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2085.See file dsdata.txt to determine how the superseded data were derived.
 DD2085
 DD2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT704454(NAD 83)
 DD2085_MARKER: DD = SURVEY DISK
 DD2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2085_SP_SET: CONCRETE POST
 DD2085_STAMPING: VERT 26 367 1986
 DD2085_MARK LOGO: SCGS  
 DD2085_PROJECTION: RECESSED 1 CENTIMETERS
 DD2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2085+STABILITY: SURFACE MOTION
 DD2085
 DD2085  HISTORY     - Date     Condition        Report By
 DD2085  HISTORY     - 1986     MONUMENTED       SCGS
 DD2085
 DD2085                          STATION DESCRIPTION
 DD2085
 DD2085'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2085'9.6 KM (5.95 MI) WEST FROM CONWAY.
 DD2085'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2085'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2085'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 9.6 KM
 DD2085'(5.95 MI) WESTERLY ALONG HIGHWAY 378, SET IN LINE WITH THE FRONT FACE
 DD2085'OF AN ALUMINUM-SIDED HOUSE NEAR A BOARD FENCE AT THE WEST EDGE OF THE
 DD2085'LAWN, 1.3 KM (0.8 MI) EAST OF THE JUNCTION OF STATE ROADS 63 AND 1019
 DD2085'(FORNEY COMMUNITY), 32.61 METERS (107.0 FT) SOUTH OF THE CENTER OF
 DD2085'THE HIGHWAY, 18.4 METERS (60.4 FT) WEST OF THE NORTHWEST CORNER OF
 DD2085'THE HOUSE, 0.38 METERS (1.2 FT) EAST OF THE FENCE, 25.05 METERS (82.2
 DD2085'FT) NORTHWEST A SECURITY LIGHT POLE, 21.1 METERS (69.2 FT) SOUTH OF A
 DD2085'POWER POLE.
 DD2085'THE MARK IS 22.5 METERS  S FROM  A WITNESS POST
 DD2085'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2087 ***********************************************************************
 DD2087  DESIGNATION -  26 368
 DD2087  PID         -  DD2087
 DD2087  STATE/COUNTY-  SC/HORRY
 DD2087  USGS QUAD   -  DONGOLA (1980)
 DD2087
 DD2087                         *CURRENT SURVEY CONTROL
 DD2087  ___________________________________________________________________
 DD2087* NAD 83(1986)-  33 50 07.     (N)    079 10 26.     (W)     SCALED    
 DD2087* NAVD 88     -        11.925  (meters)      39.12   (feet)  ADJUSTED  
 DD2087  ___________________________________________________________________
 DD2087  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DD2087  DYNAMIC HT  -          11.913 (meters)      39.08  (feet)  COMP
 DD2087  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 DD2087
 DD2087  VERT ORDER  -  FIRST     CLASS II
 DD2087
 DD2087.The horizontal coordinates were scaled from a topographic map and have
 DD2087.an estimated accuracy of +/- 6 seconds.
 DD2087
 DD2087.The orthometric height was determined by differential leveling
 DD2087.and adjusted by the National Geodetic Survey in June 1991..
 DD2087
 DD2087.The geoid height was determined by GEOID03.
 DD2087
 DD2087.The dynamic height is computed by dividing the NAVD 88
 DD2087.geopotential number by the normal gravity value computed on the
 DD2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2087.degrees latitude (g = 980.6199 gals.).
 DD2087
 DD2087.The modeled gravity was interpolated from observed gravity values.
 DD2087
 DD2087;                    North         East    Units  Estimated Accuracy
 DD2087;SPC SC       -   223,500.      778,590.      MT  (+/- 180 meters Scaled)
 DD2087
 DD2087                          SUPERSEDED SURVEY CONTROL
 DD2087
 DD2087  NGVD 29 (03/21/89)   12.230  (m)           40.12   (f) ADJUSTED    1 2
 DD2087
 DD2087.Superseded values are not recommended for survey control.
 DD2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2087.See file dsdata.txt to determine how the superseded data were derived.
 DD2087
 DD2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT689453(NAD 83)
 DD2087_MARKER: DD = SURVEY DISK
 DD2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2087_SP_SET: CONCRETE POST
 DD2087_STAMPING: VERT 26 368 1986
 DD2087_MARK LOGO: SCGS  
 DD2087_PROJECTION: FLUSH
 DD2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2087+STABILITY: SURFACE MOTION
 DD2087
 DD2087  HISTORY     - Date     Condition        Report By
 DD2087  HISTORY     - 1986     MONUMENTED       SCGS
 DD2087
 DD2087                          STATION DESCRIPTION
 DD2087
 DD2087'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2087'11.1 KM (6.9 MI) WEST FROM CONWAY.
 DD2087'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2087'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2087'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 11.1
 DD2087'KM (6.9 MI) WESTERLY ALONG HIGHWAY 378, SET IN LINE WITH THE WEST
 DD2087'SIDE OF A BRICK PUMP SHED, NEAR THE SOUTHWEST CORNER OF AND IN LINE
 DD2087'WITH THE FRONT FACE OF A BRICK HOUSE, 33.2 METERS (108.9 FT) NORTH OF
 DD2087'THE CENTER OF THE HIGHWAY, 5.83 METERS (19.1 FT) WEST OF THE HOUSE
 DD2087'CORNER, 8.46 METERS (27.8 FT) NORTH OF THE NORTHWEST CORNER OF THE
 DD2087'PUMP SHED, 18.05 METERS (59.2 FT) NORTH OF POWER POLE 2W4719V, 22.03
 DD2087'METERS (72.3 FT) SOUTH OF THE SOUTHWEST CORNER OF A LARGE CONCRETE
 DD2087'BLOCK GARAGE, 26.36 METERS (86.5 FT) EAST OF THE EXTENDED CENTER OF
 DD2087'STATE ROAD 934.
 DD2087'THE MARK IS 9.75 METERS  N FROM  A WITNESS POST
 DD2087'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2088 ***********************************************************************
 DD2088  DESIGNATION -  26 369
 DD2088  PID         -  DD2088
 DD2088  STATE/COUNTY-  SC/HORRY
 DD2088  USGS QUAD   -  DONGOLA (1980)
 DD2088
 DD2088                         *CURRENT SURVEY CONTROL
 DD2088  ___________________________________________________________________
 DD2088* NAD 83(1986)-  33 50 10.     (N)    079 11 38.     (W)     SCALED    
 DD2088* NAVD 88     -        18.071  (meters)      59.29   (feet)  ADJUSTED  
 DD2088  ___________________________________________________________________
 DD2088  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DD2088  DYNAMIC HT  -          18.053 (meters)      59.23  (feet)  COMP
 DD2088  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 DD2088
 DD2088  VERT ORDER  -  FIRST     CLASS II
 DD2088
 DD2088.The horizontal coordinates were scaled from a topographic map and have
 DD2088.an estimated accuracy of +/- 6 seconds.
 DD2088
 DD2088.The orthometric height was determined by differential leveling
 DD2088.and adjusted by the National Geodetic Survey in June 1991..
 DD2088
 DD2088.The geoid height was determined by GEOID03.
 DD2088
 DD2088.The dynamic height is computed by dividing the NAVD 88
 DD2088.geopotential number by the normal gravity value computed on the
 DD2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2088.degrees latitude (g = 980.6199 gals.).
 DD2088
 DD2088.The modeled gravity was interpolated from observed gravity values.
 DD2088
 DD2088;                    North         East    Units  Estimated Accuracy
 DD2088;SPC SC       -   223,560.      776,740.      MT  (+/- 180 meters Scaled)
 DD2088
 DD2088                          SUPERSEDED SURVEY CONTROL
 DD2088
 DD2088  NGVD 29 (03/21/89)   18.376  (m)           60.29   (f) ADJUSTED    1 2
 DD2088
 DD2088.Superseded values are not recommended for survey control.
 DD2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2088.See file dsdata.txt to determine how the superseded data were derived.
 DD2088
 DD2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT671454(NAD 83)
 DD2088_MARKER: DD = SURVEY DISK
 DD2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2088_SP_SET: CONCRETE POST
 DD2088_STAMPING: VERT 26 369 1986
 DD2088_MARK LOGO: SCGS  
 DD2088_PROJECTION: RECESSED 1 CENTIMETERS
 DD2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2088+STABILITY: SURFACE MOTION
 DD2088
 DD2088  HISTORY     - Date     Condition        Report By
 DD2088  HISTORY     - 1986     MONUMENTED       SCGS
 DD2088
 DD2088                          STATION DESCRIPTION
 DD2088
 DD2088'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2088'13.0 KM (8.1 MI) WEST FROM CONWAY.
 DD2088'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2088'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2088'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 12.9
 DD2088'KM (8.0 MI) WESTERLY ALONG HIGHWAY 378, SET IN LINE WITH THE FRONT
 DD2088'FACE OF AND NEAR THE SOUTHWEST CORNER OF A LARGE WOODEN STORAGE
 DD2088'BUILDING (OLD SCHOOLHOUSE) AND IN LINE WITH THE EAST SIDE OF A SMALL
 DD2088'CONCRETE BLOCK BUILDING, 48.25 METERS (158.3 FT) NORTH OF THE CENTER
 DD2088'LINE OF THE HIGHWAY, 6.32 METERS (20.7 FT) WEST OF THE WOODEN
 DD2088'BUILDING, 23.46 METERS (77.0 FT) SOUTH OF THE BLOCK BUILDING, 26.92
 DD2088'METERS (88.3 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 DD2088'HOUSE WITH AN ENCLOSED CARPORT, 12.66 METERS (41.5 FT) EAST-SOUTHEAST
 DD2088'OF THE SOUTHEAST CORNER OF A SMALL WOODEN STORAGE BUILDING (ABANDONED
 DD2088'HOUSE).
 DD2088'THE MARK IS 1.95 METERS  W FROM  A WITNESS POST
 DD2088'THE MARK IS ABOVE LEVEL WITH A PAVED HORSESHOE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2089 ***********************************************************************
 DD2089  DESIGNATION -  26 370
 DD2089  PID         -  DD2089
 DD2089  STATE/COUNTY-  SC/HORRY
 DD2089  USGS QUAD   -  DONGOLA (1980)
 DD2089
 DD2089                         *CURRENT SURVEY CONTROL
 DD2089  ___________________________________________________________________
 DD2089* NAD 83(1986)-  33 50 11.     (N)    079 12 20.     (W)     SCALED    
 DD2089* NAVD 88     -        17.504  (meters)      57.43   (feet)  ADJUSTED  
 DD2089  ___________________________________________________________________
 DD2089  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DD2089  DYNAMIC HT  -          17.486 (meters)      57.37  (feet)  COMP
 DD2089  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 DD2089
 DD2089  VERT ORDER  -  FIRST     CLASS II
 DD2089
 DD2089.The horizontal coordinates were scaled from a topographic map and have
 DD2089.an estimated accuracy of +/- 6 seconds.
 DD2089
 DD2089.The orthometric height was determined by differential leveling
 DD2089.and adjusted by the National Geodetic Survey in June 1991..
 DD2089
 DD2089.The geoid height was determined by GEOID03.
 DD2089
 DD2089.The dynamic height is computed by dividing the NAVD 88
 DD2089.geopotential number by the normal gravity value computed on the
 DD2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2089.degrees latitude (g = 980.6199 gals.).
 DD2089
 DD2089.The modeled gravity was interpolated from observed gravity values.
 DD2089
 DD2089;                    North         East    Units  Estimated Accuracy
 DD2089;SPC SC       -   223,570.      775,660.      MT  (+/- 180 meters Scaled)
 DD2089
 DD2089                          SUPERSEDED SURVEY CONTROL
 DD2089
 DD2089  NGVD 29 (03/21/89)   17.809  (m)           58.43   (f) ADJUSTED    1 2
 DD2089
 DD2089.Superseded values are not recommended for survey control.
 DD2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2089.See file dsdata.txt to determine how the superseded data were derived.
 DD2089
 DD2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT660454(NAD 83)
 DD2089_MARKER: DD = SURVEY DISK
 DD2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2089_SP_SET: CONCRETE POST
 DD2089_STAMPING: VERT 26 370 1986
 DD2089_MARK LOGO: SCGS  
 DD2089_PROJECTION: RECESSED 1 CENTIMETERS
 DD2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2089+STABILITY: SURFACE MOTION
 DD2089
 DD2089  HISTORY     - Date     Condition        Report By
 DD2089  HISTORY     - 1986     MONUMENTED       SCGS
 DD2089
 DD2089                          STATION DESCRIPTION
 DD2089
 DD2089'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2089'14.0 KM (8.7 MI) WEST FROM CONWAY.
 DD2089'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2089'THE CITY HALL AT U.S. 501 BUSINESS (MAIN STREET) IN CONWAY TO THE
 DD2089'JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 14.0 KM (8.7
 DD2089'MI) WESTERLY ALONG HIGHWAY 378, SET IN LINE WITH THE WEST SIDE OF AND
 DD2089'NEAR THE NORTHWEST CORNER OF A BRICK HOUSE, 51.11 METERS (167.7 FT)
 DD2089'SOUTH-SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.1 METERS (10.2 FT)
 DD2089'NORTH-NORTHEAST OF THE HOUSE CORNER, 4.83 METERS (15.8 FT)
 DD2089'WEST-NORTHWEST OF THE WEST EDGE OF A 5-FT BY 5-FT SECTION OF A
 DD2089'SIDEWALK, 20.35 METERS (66.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 DD2089'THE FOUNDATION OF A WOODEN GARAGE, 6.6 METERS (21.7 FT)
 DD2089'EAST-SOUTHEAST OF THE CENTER OF THE DRIVEWAY.
 DD2089'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2070 ***********************************************************************
 DD2070  DESIGNATION -  26 371
 DD2070  PID         -  DD2070
 DD2070  STATE/COUNTY-  SC/HORRY
 DD2070  USGS QUAD   -  DONGOLA (1980)
 DD2070
 DD2070                         *CURRENT SURVEY CONTROL
 DD2070  ___________________________________________________________________
 DD2070* NAD 83(1986)-  33 50 20.     (N)    079 13 16.     (W)     SCALED    
 DD2070* NAVD 88     -        11.965  (meters)      39.26   (feet)  ADJUSTED  
 DD2070  ___________________________________________________________________
 DD2070  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DD2070  DYNAMIC HT  -          11.953 (meters)      39.22  (feet)  COMP
 DD2070  MODELED GRAV-     979,626.6   (mgal)                       NAVD 88
 DD2070
 DD2070  VERT ORDER  -  FIRST     CLASS II
 DD2070
 DD2070.The horizontal coordinates were scaled from a topographic map and have
 DD2070.an estimated accuracy of +/- 6 seconds.
 DD2070
 DD2070.The orthometric height was determined by differential leveling
 DD2070.and adjusted by the National Geodetic Survey in June 1991..
 DD2070
 DD2070.The geoid height was determined by GEOID03.
 DD2070
 DD2070.The dynamic height is computed by dividing the NAVD 88
 DD2070.geopotential number by the normal gravity value computed on the
 DD2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2070.degrees latitude (g = 980.6199 gals.).
 DD2070
 DD2070.The modeled gravity was interpolated from observed gravity values.
 DD2070
 DD2070;                    North         East    Units  Estimated Accuracy
 DD2070;SPC SC       -   223,830.      774,210.      MT  (+/- 180 meters Scaled)
 DD2070
 DD2070                          SUPERSEDED SURVEY CONTROL
 DD2070
 DD2070  NGVD 29 (03/21/89)   12.270  (m)           40.26   (f) ADJUSTED    1 2
 DD2070
 DD2070.Superseded values are not recommended for survey control.
 DD2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2070.See file dsdata.txt to determine how the superseded data were derived.
 DD2070
 DD2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT645457(NAD 83)
 DD2070_MARKER: DD = SURVEY DISK
 DD2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2070_SP_SET: CONCRETE POST
 DD2070_STAMPING: VERT 26 371 1986
 DD2070_MARK LOGO: SCGS  
 DD2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2070+STABILITY: SURFACE MOTION
 DD2070
 DD2070  HISTORY     - Date     Condition        Report By
 DD2070  HISTORY     - 1986     MONUMENTED       SCGS
 DD2070
 DD2070                          STATION DESCRIPTION
 DD2070
 DD2070'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2070'15.45 KM (9.6 MI) WEST FROM CONWAY.
 DD2070'1.3 KM (0.8 MI) WESTERLEY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2070'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2070'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 15.45
 DD2070'KM (9.6 MI) WESTERLY ALONG HIGHWAY 378, SET IN LINE WITH THE FRONT OF
 DD2070'A BRICK HOUSE AND THE EAST EDGE OF THE EAST ONE OF TWO DRIVEWAYS,
 DD2070'0.15 KM (0.1 MI) EAST OF THE JUNCTION OF STATE ROAD 24 (PEE DEE
 DD2070'CROSSROADS), 41.36 METERS (135.7 FT) NORTH OF THE CENTER OF THE
 DD2070'HIGHWAY, 8.04 METERS (26.4 FT) EAST OF THE SOUTHEAST CORNER OF THE
 DD2070'HOUSE, 8.9 METERS (29.2 FT) WEST OF THE NORTH ONE OF THREE 8-INCH
 DD2070'PECAN TREES, 35.78 METERS 117.4 FT) NORTHWEST OF POWER POLE 9455 WITH
 DD2070'NO POWER LINES AND A TELEPHONE JUNCTION BOX AT BASE, 34.26 METERS
 DD2070'(112.4 FT) SOUTH OF A BOARD FENCE, 17.97 METERS (59 FT) NORTHEAST OF
 DD2070'A LAMP POST, 1.O METER BELOW THE HIGHWAY, AND SET IN THE TOP OF A
 DD2070'CONCRETE POST RECESSED 0.1 CENTIMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1931 ***********************************************************************
 EB1931  DESIGNATION -  26 372
 EB1931  PID         -  EB1931
 EB1931  STATE/COUNTY-  SC/HORRY
 EB1931  USGS QUAD   -  CENTENARY (1947)
 EB1931
 EB1931                         *CURRENT SURVEY CONTROL
 EB1931  ___________________________________________________________________
 EB1931* NAD 83(1986)-  34 02 37.     (N)    079 15 17.     (W)     SCALED    
 EB1931* NAVD 88     -        11.687  (meters)      38.34   (feet)  ADJUSTED  
 EB1931  ___________________________________________________________________
 EB1931  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EB1931  DYNAMIC HT  -          11.676 (meters)      38.31  (feet)  COMP
 EB1931  MODELED GRAV-     979,644.1   (mgal)                       NAVD 88
 EB1931
 EB1931  VERT ORDER  -  FIRST     CLASS II
 EB1931
 EB1931.The horizontal coordinates were scaled from a topographic map and have
 EB1931.an estimated accuracy of +/- 6 seconds.
 EB1931
 EB1931.The orthometric height was determined by differential leveling
 EB1931.and adjusted by the National Geodetic Survey in June 1991..
 EB1931
 EB1931.The geoid height was determined by GEOID03.
 EB1931
 EB1931.The dynamic height is computed by dividing the NAVD 88
 EB1931.geopotential number by the normal gravity value computed on the
 EB1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1931.degrees latitude (g = 980.6199 gals.).
 EB1931
 EB1931.The modeled gravity was interpolated from observed gravity values.
 EB1931
 EB1931;                    North         East    Units  Estimated Accuracy
 EB1931;SPC SC       -   246,470.      770,720.      MT  (+/- 180 meters Scaled)
 EB1931
 EB1931                          SUPERSEDED SURVEY CONTROL
 EB1931
 EB1931  NGVD 29 (03/21/89)   11.994  (m)           39.35   (f) ADJUSTED    1 2
 EB1931
 EB1931.Superseded values are not recommended for survey control.
 EB1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1931.See file dsdata.txt to determine how the superseded data were derived.
 EB1931
 EB1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT611683(NAD 83)
 EB1931_MARKER: DD = SURVEY DISK
 EB1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1931_SP_SET: CONCRETE POST
 EB1931_STAMPING: VERT 26 372 1987
 EB1931_MARK LOGO: SCGS  
 EB1931_PROJECTION: FLUSH
 EB1931_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1931+STABILITY: SURFACE MOTION
 EB1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1931+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2001
 EB1931
 EB1931  HISTORY     - Date     Condition        Report By
 EB1931  HISTORY     - 1987     MONUMENTED       SCGS
 EB1931  HISTORY     - 20011004 GOOD             SCGS
 EB1931
 EB1931                          STATION DESCRIPTION
 EB1931
 EB1931'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EB1931'6.9 KM (4.3 MI) NW FROM AYNOR.
 EB1931'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 EB1931'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 1.7 KM
 EB1931'(1.05 MI) SOUTHWEST ALONG STATE ROAD 99, SET NEAR A POWER POLE WITH A
 EB1931'SECURITY LIGHT ON THE NORTHEAST SIDE OF THE GALIVANTS FERRY CHURCH,
 EB1931'12.32 METERS (40.4 FT) EAST-NORTHEAST OF THE EAST CORNER OF A BRICK
 EB1931'PORCH IN FRONT OF THE CHURCH, 12.77 METERS (41.9 FT) NORTHWEST OF THE
 EB1931'CENTER OF THE ROAD, 12.03 METERS (39.5 FT) SOUTH-SOUTHEAST OF THE
 EB1931'CENTER OF A HEADSTONE (WILLIAM STANLEY JOHNSON), 1.3 METERS (4.3 FT)
 EB1931'WEST OF THE POWER POLE.
 EB1931'THE MARK IS 1.38 METERS  W FROM  A WITNESS POST
 EB1931'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1931
 EB1931                          STATION RECOVERY (2001)
 EB1931
 EB1931'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1931'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTHWEST OF AYNOR, 18.6 MILES
 EB1931'(29.9 KM) NORTHWEST OF CONWAY.  OWNERSHIP--GALIVANTS FERRY BAPTIST
 EB1931'CHURCH, 2175 HIGHWAY 501 WEST, GALIVANTS FERRY, SC 29544, PHONE
 EB1931'843-558-0321.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB1931'501 (PINE STREET) , STATE HIGHWAY 319 (ELM STREET) AND STATE ROAD 100
 EB1931'(ST.  JOHN ROAD) IN AYNOR, GO NORTH ON HIGHWAY 501 FOR 4.15 MILES
 EB1931'(6.68 KM) TO THE JUNCTION OF STATE ROAD 99 , TURN LEFT ON ROAD 99 FOR
 EB1931'1.05 MILES (1.69 KM) TO THE STATION ON THE RIGHT NEAR A WOODEN SIGN
 EB1931'FOR THE GALIVANTS FERRY BAPTIST CHURCH.  STATION IS A CONCRETE POST
 EB1931'RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 5.8
 EB1931'FEET (1.8 M) WEST OF THE WEST LEG OF THE SIGN, 4.3 FEET (1.3 M) WEST
 EB1931'SOUTHWEST OF A POWER POLE WITH A SECURITY LIGHT AND GUY WIRE, 40.5
 EB1931'FEET (12.3 M) EAST NORTHEAST OF THE SOUTHEAST COVERED BRICK PORCH
 EB1931'CORNER OF THE CHURCH, 42.5 FEET (13.0 M) NORTHWEST OF THE CENTER OF
 EB1931'THE ROAD, 4.4 FEET (1.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1932 ***********************************************************************
 EB1932  DESIGNATION -  26 373
 EB1932  PID         -  EB1932
 EB1932  STATE/COUNTY-  SC/HORRY
 EB1932  USGS QUAD   -  CENTENARY (1947)
 EB1932
 EB1932                         *CURRENT SURVEY CONTROL
 EB1932  ___________________________________________________________________
 EB1932* NAD 83(1986)-  34 01 36.     (N)    079 15 50.     (W)     SCALED    
 EB1932* NAVD 88     -        15.442  (meters)      50.66   (feet)  ADJUSTED  
 EB1932  ___________________________________________________________________
 EB1932  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 EB1932  DYNAMIC HT  -          15.427 (meters)      50.61  (feet)  COMP
 EB1932  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 EB1932
 EB1932  VERT ORDER  -  FIRST     CLASS II
 EB1932
 EB1932.The horizontal coordinates were scaled from a topographic map and have
 EB1932.an estimated accuracy of +/- 6 seconds.
 EB1932
 EB1932.The orthometric height was determined by differential leveling
 EB1932.and adjusted by the National Geodetic Survey in June 1991..
 EB1932
 EB1932.The geoid height was determined by GEOID03.
 EB1932
 EB1932.The dynamic height is computed by dividing the NAVD 88
 EB1932.geopotential number by the normal gravity value computed on the
 EB1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1932.degrees latitude (g = 980.6199 gals.).
 EB1932
 EB1932.The modeled gravity was interpolated from observed gravity values.
 EB1932
 EB1932;                    North         East    Units  Estimated Accuracy
 EB1932;SPC SC       -   244,580.      769,900.      MT  (+/- 180 meters Scaled)
 EB1932
 EB1932                          SUPERSEDED SURVEY CONTROL
 EB1932
 EB1932  NGVD 29 (03/21/89)   15.748  (m)           51.67   (f) ADJUSTED    1 2
 EB1932
 EB1932.Superseded values are not recommended for survey control.
 EB1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1932.See file dsdata.txt to determine how the superseded data were derived.
 EB1932
 EB1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT602664(NAD 83)
 EB1932_MARKER: DD = SURVEY DISK
 EB1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1932_SP_SET: CONCRETE POST
 EB1932_STAMPING: VERT 26 373 1987
 EB1932_MARK LOGO: SCGS  
 EB1932_PROJECTION: FLUSH
 EB1932_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1932+STABILITY: SURFACE MOTION
 EB1932
 EB1932  HISTORY     - Date     Condition        Report By
 EB1932  HISTORY     - 1987     MONUMENTED       SCGS
 EB1932  HISTORY     - 20011004 GOOD             SCGS
 EB1932
 EB1932                          STATION DESCRIPTION
 EB1932
 EB1932'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EB1932'6.5 KM (4.05 MI) WNW FROM AYNOR.
 EB1932'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 EB1932'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 3.8 KM
 EB1932'(2.35 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99, SET NEAR A
 EB1932'BRICK AND MARBLE MONUMENT (ZION CEMETERY 1982) IN THE NORTHEAST ANGLE
 EB1932'OF STATE ROAD 461, 29.87 METERS (98.0 FT) SOUTHWEST OF THE CENTER OF
 EB1932'A HEADSTONE (WIDEMAN), 53.3 METERS (174.9 FT) NORTH OF THE CENTER OF
 EB1932'ROAD 461, 24.19 METERS (79.4 FT) SOUTH-SOUTHWEST OF A LONE MAGNOLIA
 EB1932'TREE, 11.16 METERS (36.6 FT) EAST OF THE CENTER OF ROAD 99, 1.33
 EB1932'METERS (4.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE MONUMENT.
 EB1932'THE MARK IS 0.30 M ABOVE THE ROAD.
 EB1932
 EB1932                          STATION RECOVERY (2001)
 EB1932
 EB1932'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1932'STATION IS LOCATED 4.15 MILES (6.68 KM) WEST NORTHWEST OF AYNOR, 18.05
 EB1932'MILES (29.05 KM) NORTHWEST OF CONWAY.  OWNERSHIP--ZION CEMETERY.  TO
 EB1932'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 501 (PINE STREET)
 EB1932', STATE HIGHWAY 319 (ELM STREET) AND STATE ROAD 100 (ST. JOHN ROAD) IN
 EB1932'AYNOR, GO NORTH ON HIGHWAY 501 FOR 4.15 MILES (6.68 KM) TO THE
 EB1932'JUNCTION OF STATE ROAD 99 , TURN LEFT ON ROAD 99 FOR 2.4 MILES (3.9
 EB1932'KM) TO THE STATION ON THE LEFT NEAR A BRICK AND GRANITE SIGN FOR THE
 EB1932'ZION CEMETERY, 0.05 MILE (0.08 KM) NORTH OF THE JUNCTION OF A PAVED
 EB1932'ROAD (ZION ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EB1932'AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 4.3 FEET (1.3 M) SOUTH SOUTHEAST
 EB1932'OF THE SOUTHEAST CORNER OF THE SIGN, 36.9 FEET (11.2 M) EAST OF THE
 EB1932'CENTER OF THE ROAD, 18.0 FEET (5.5 M) EAST OF A 1.5-FOOT CONCRETE PIPE
 EB1932'CULVERT BENEATH THE SOUTHERN PAVED ENTRY DRIVE, 31.1 FEET (9.5 M)
 EB1932'NORTH NORTHEAST OF A POWER POLE 1D/9 1/2/G, 31.3 FEET (9.5 M) NORTH
 EB1932'NORTHEAST OF A WITNESS POST.  NOTE-MARGINAL GPS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1933 ***********************************************************************
 EB1933  DESIGNATION -  26 374
 EB1933  PID         -  EB1933
 EB1933  STATE/COUNTY-  SC/HORRY
 EB1933  USGS QUAD   -  CENTENARY (1947)
 EB1933
 EB1933                         *CURRENT SURVEY CONTROL
 EB1933  ___________________________________________________________________
 EB1933* NAD 83(1986)-  34 00 51.     (N)    079 15 44.     (W)     SCALED    
 EB1933* NAVD 88     -        13.934  (meters)      45.72   (feet)  ADJUSTED  
 EB1933  ___________________________________________________________________
 EB1933  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EB1933  DYNAMIC HT  -          13.920 (meters)      45.67  (feet)  COMP
 EB1933  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 EB1933
 EB1933  VERT ORDER  -  FIRST     CLASS II
 EB1933
 EB1933.The horizontal coordinates were scaled from a topographic map and have
 EB1933.an estimated accuracy of +/- 6 seconds.
 EB1933
 EB1933.The orthometric height was determined by differential leveling
 EB1933.and adjusted by the National Geodetic Survey in June 1991..
 EB1933
 EB1933.The geoid height was determined by GEOID03.
 EB1933
 EB1933.The dynamic height is computed by dividing the NAVD 88
 EB1933.geopotential number by the normal gravity value computed on the
 EB1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1933.degrees latitude (g = 980.6199 gals.).
 EB1933
 EB1933.The modeled gravity was interpolated from observed gravity values.
 EB1933
 EB1933;                    North         East    Units  Estimated Accuracy
 EB1933;SPC SC       -   243,200.      770,080.      MT  (+/- 180 meters Scaled)
 EB1933
 EB1933                          SUPERSEDED SURVEY CONTROL
 EB1933
 EB1933  NGVD 29 (03/21/89)   14.240  (m)           46.72   (f) ADJUSTED    1 2
 EB1933
 EB1933.Superseded values are not recommended for survey control.
 EB1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1933.See file dsdata.txt to determine how the superseded data were derived.
 EB1933
 EB1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT604650(NAD 83)
 EB1933_MARKER: DD = SURVEY DISK
 EB1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1933_SP_SET: CONCRETE POST
 EB1933_STAMPING: VERT 26 374 1987
 EB1933_MARK LOGO: SCGS  
 EB1933_PROJECTION: FLUSH
 EB1933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1933+STABILITY: SURFACE MOTION
 EB1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1933+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2001
 EB1933
 EB1933  HISTORY     - Date     Condition        Report By
 EB1933  HISTORY     - 1987     MONUMENTED       SCGS
 EB1933  HISTORY     - 20011009 GOOD             SCGS
 EB1933
 EB1933                          STATION DESCRIPTION
 EB1933
 EB1933'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EB1933'5.9 KM (3.65 MI) WNW FROM AYNOR.
 EB1933'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 EB1933'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 5.15 KM
 EB1933'(3.2 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99, SET NEAR A
 EB1933'POWER POLE IN THE NORTHEAST ANGLE OF A SAND ROAD LEADING EASTERLY,
 EB1933'9.64 METERS (31.6 FT) EAST OF THE CENTER OF THE ROAD, 14.5 METERS
 EB1933'(47.6 FT) NORTH OF THE CENTER OF THE SAND ROAD, 15.65 METERS (51.3
 EB1933'FT) WEST-NORTHWEST OF A DOUBLE-TRUNKED OAK TREE, 1.24 METERS (4.1 FT)
 EB1933'SOUTH-SOUTHWEST OF THE POWER POLE.
 EB1933'THE MARK IS 1.20 METERS  SSW FROM  A WITNESS POST
 EB1933'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EB1933
 EB1933                          STATION RECOVERY (2001)
 EB1933
 EB1933'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1933'STATION IS LOCATED 3.7 MILES (6.0 KM) WEST NORTHWEST OF AYNOR, 17.4
 EB1933'MILES (28.0 KM) NORTHWEST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1933'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1933'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB1933'501 (PINE STREET) , STATE HIGHWAY 319 (ELM STREET) AND STATE ROAD 100
 EB1933'(ST.  JOHN ROAD) IN AYNOR, GO WEST NORTHWEST ON ROAD 100 FOR 3.0 MILES
 EB1933'(4.8 KM) TO THE T-JUNCTION OF STATE ROAD 99 (SOUTH PEE DEE ROAD) ,
 EB1933'TURN RIGHT ON ROAD 99 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE
 EB1933'RIGHT NEAR A WOODEN FENCE IN THE NORTHEAST ANGLE OF A SAND ROAD RIGHT
 EB1933'(THOMAS AND PAGE ROAD) .  STATION IS A CONCRETE POST RECESSED 0.3 FOOT
 EB1933'(9.1 CM) AND 0.5 FOOT (15.2 CM) BELOW ROAD 99, 3.0 FEET (0.9 M)
 EB1933'SOUTHWEST OF A POWER POLE 1D/1/2, 0.2 FOOT (6.1 CM) EAST OF THE FENCE
 EB1933'LINE, 31.6 FEET (9.6 M) EAST OF THE CENTER OF THE ROAD, 28.8 FEET (8.8
 EB1933'M) SOUTH SOUTHEAST OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE
 EB1933'CULVERT BENEATH THE PAVED ENTRANCE TO A WOODEN HOUSE NUMBER 14590, 3.5
 EB1933'FEET (1.1 M) SOUTH SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1934 ***********************************************************************
 EB1934  DESIGNATION -  26 375
 EB1934  PID         -  EB1934
 EB1934  STATE/COUNTY-  SC/HORRY
 EB1934  USGS QUAD   -  CENTENARY (1947)
 EB1934
 EB1934                         *CURRENT SURVEY CONTROL
 EB1934  ___________________________________________________________________
 EB1934* NAD 83(1986)-  34 00 12.     (N)    079 15 34.     (W)     SCALED    
 EB1934* NAVD 88     -        18.099  (meters)      59.38   (feet)  ADJUSTED  
 EB1934  ___________________________________________________________________
 EB1934  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 EB1934  DYNAMIC HT  -          18.081 (meters)      59.32  (feet)  COMP
 EB1934  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 EB1934
 EB1934  VERT ORDER  -  FIRST     CLASS II
 EB1934
 EB1934.The horizontal coordinates were scaled from a topographic map and have
 EB1934.an estimated accuracy of +/- 6 seconds.
 EB1934
 EB1934.The orthometric height was determined by differential leveling
 EB1934.and adjusted by the National Geodetic Survey in June 1991..
 EB1934
 EB1934.The geoid height was determined by GEOID03.
 EB1934
 EB1934.The dynamic height is computed by dividing the NAVD 88
 EB1934.geopotential number by the normal gravity value computed on the
 EB1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1934.degrees latitude (g = 980.6199 gals.).
 EB1934
 EB1934.The modeled gravity was interpolated from observed gravity values.
 EB1934
 EB1934;                    North         East    Units  Estimated Accuracy
 EB1934;SPC SC       -   242,000.      770,360.      MT  (+/- 180 meters Scaled)
 EB1934
 EB1934                          SUPERSEDED SURVEY CONTROL
 EB1934
 EB1934  NGVD 29 (03/21/89)   18.405  (m)           60.38   (f) ADJUSTED    1 2
 EB1934
 EB1934.Superseded values are not recommended for survey control.
 EB1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1934.See file dsdata.txt to determine how the superseded data were derived.
 EB1934
 EB1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT607638(NAD 83)
 EB1934_MARKER: DD = SURVEY DISK
 EB1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1934_SP_SET: CONCRETE POST
 EB1934_STAMPING: VERT 26 375 1987
 EB1934_MARK LOGO: SCGS  
 EB1934_PROJECTION: FLUSH
 EB1934_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1934+STABILITY: SURFACE MOTION
 EB1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1934+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2001
 EB1934
 EB1934  HISTORY     - Date     Condition        Report By
 EB1934  HISTORY     - 1987     MONUMENTED       SCGS
 EB1934  HISTORY     - 20011009 GOOD             SCGS
 EB1934
 EB1934                          STATION DESCRIPTION
 EB1934
 EB1934'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EB1934'5.4 KM (3.35 MI) WNW FROM AYNOR.
 EB1934'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 EB1934'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 6.45 KM
 EB1934'(4.0 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99, SET NEAR A
 EB1934'POWER POLE WITH A SECURITY LIGHT ON THE NORTH SIDE OF A SHINGLE-SIDED
 EB1934'HOUSE, 0.15 KM (0.1 MI) SOUTH OF THE JUNCTION OF STATE ROAD 100
 EB1934'(HIGHWAY 100), 46.9 METERS (153.9 FT) WEST OF THE CENTER OF THE ROAD,
 EB1934'18.32 METERS (60.1 FT) NORTH OF THE NORTHEAST CORNER OF THE HOUSE,
 EB1934'5.55 METERS (18.2 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 EB1934'PUMP SHED, 1.83 METERS (6.0 FT) NORTHEAST OF THE POWER POLE, 11.85
 EB1934'METERS (38.9 FT) NORTH-NORTHEAST OF A LONE MAGNOLIA TREE.
 EB1934'THE MARK IS 1.70 METERS  NE FROM  A WITNESS POST
 EB1934'THE MARK IS 1.50 M ABOVE THE ROAD.
 EB1934
 EB1934                          STATION RECOVERY (2001)
 EB1934
 EB1934'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1934'STATION IS LOCATED 3.4 MILES (5.5 KM) WEST OF AYNOR, 16.7 MILES (26.9
 EB1934'KM) NORTHWEST OF CONWAY.  OWNERSHIP--BETSY P.  GILLIAM, 14551 SOUTH
 EB1934'PEE DEE RIVER ROAD, AYNOR, SC 29511.  TO REACH THE STATION FROM THE
 EB1934'JUNCTION OF U.S.  HIGHWAY 501 (PINE STREET) , STATE HIGHWAY 319 (ELM
 EB1934'STREET) AND STATE ROAD 100 (ST.  JOHN ROAD) IN AYNOR, GO WEST
 EB1934'NORTHWEST ON ROAD 100 FOR 3.0 MILES (4.8 KM) TO THE T-JUNCTION OF
 EB1934'STATE ROAD 99 (SOUTH PEE DEE ROAD) , TURN LEFT ON ROAD 99 FOR TO THE
 EB1934'STATION ON THE RIGHT NEAR A POWER POLE IN THE SIDE YARD OF A WOODEN
 EB1934'HOUSE NUMBER 14551.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EB1934'AND LEVEL WITH THE ROAD, 5.8 FEET (1.8 M) EAST NORTHEAST OF THE POWER
 EB1934'POLE WITH SECURITY LIGHT, 59.9 FEET (18.3 M) NORTH OF THE NORTHEAST
 EB1934'CORNER OF A ONE CAR ATTACHED GARAGE, 18.2 FEET (5.5 M) SOUTH SOUTHWEST
 EB1934'OF THE SOUTHEAST CORNER OF A 8-FOOT BY 6-FOOT BRICK PUMP HOUSE, 153.9
 EB1934'FEET (46.9 M) WEST OF THE CENTER OF THE ROAD, 5.4 FEET (1.6 M) EAST
 EB1934'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2325 ***********************************************************************
 DD2325  DESIGNATION -  26 376
 DD2325  PID         -  DD2325
 DD2325  STATE/COUNTY-  SC/HORRY
 DD2325  USGS QUAD   -  BRITTONS NECK (1990)
 DD2325
 DD2325                         *CURRENT SURVEY CONTROL
 DD2325  ___________________________________________________________________
 DD2325* NAD 83(1986)-  33 59 18.     (N)    079 15 26.     (W)     SCALED    
 DD2325* NAVD 88     -        18.495  (meters)      60.68   (feet)  ADJUSTED  
 DD2325  ___________________________________________________________________
 DD2325  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DD2325  DYNAMIC HT  -          18.477 (meters)      60.62  (feet)  COMP
 DD2325  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 DD2325
 DD2325  VERT ORDER  -  FIRST     CLASS II
 DD2325
 DD2325.The horizontal coordinates were scaled from a topographic map and have
 DD2325.an estimated accuracy of +/- 6 seconds.
 DD2325
 DD2325.The orthometric height was determined by differential leveling
 DD2325.and adjusted by the National Geodetic Survey in June 1991..
 DD2325
 DD2325.The geoid height was determined by GEOID03.
 DD2325
 DD2325.The dynamic height is computed by dividing the NAVD 88
 DD2325.geopotential number by the normal gravity value computed on the
 DD2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2325.degrees latitude (g = 980.6199 gals.).
 DD2325
 DD2325.The modeled gravity was interpolated from observed gravity values.
 DD2325
 DD2325;                    North         East    Units  Estimated Accuracy
 DD2325;SPC SC       -   240,340.      770,590.      MT  (+/- 180 meters Scaled)
 DD2325
 DD2325                          SUPERSEDED SURVEY CONTROL
 DD2325
 DD2325  NGVD 29 (03/21/89)   18.802  (m)           61.69   (f) ADJUSTED    1 2
 DD2325
 DD2325.Superseded values are not recommended for survey control.
 DD2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2325.See file dsdata.txt to determine how the superseded data were derived.
 DD2325
 DD2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT609622(NAD 83)
 DD2325_MARKER: DD = SURVEY DISK
 DD2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2325_SP_SET: CONCRETE POST
 DD2325_STAMPING: VERT 26 376 1987
 DD2325_MARK LOGO: SCGS  
 DD2325_PROJECTION: FLUSH
 DD2325_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2325+STABILITY: SURFACE MOTION
 DD2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2325+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2001
 DD2325
 DD2325  HISTORY     - Date     Condition        Report By
 DD2325  HISTORY     - 1987     MONUMENTED       SCGS
 DD2325  HISTORY     - 20011009 GOOD             SCGS
 DD2325
 DD2325                          STATION DESCRIPTION
 DD2325
 DD2325'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2325'5.2 KM (3.25 MI) WSW FROM AYNOR.
 DD2325'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2325'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 8.15 KM
 DD2325'(5.05 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99, SET NEAR A
 DD2325'POWER POLE IN THE BACK YARD OF A BRICK HOUSE, 0.25 KM (0.15 MI) SOUTH
 DD2325'OF THE JUNCTION OF STATE ROAD 128, 62.7 METERS (205.7 FT) WEST OF THE
 DD2325'CENTER OF THE ROAD, 23.77 METERS (78.0 FT) SOUTH-SOUTHWEST OF THE
 DD2325'NORTHWEST CORNER OF THE HOUSE, 8.65 METERS (28.4 FT) NORTH OF THE
 DD2325'CENTER OF A SAND DRIVEWAY ON THE SOUTH SIDE OF THE HOUSE, 0.9 METER
 DD2325'(3.0 FT) SOUTH-SOUTHWEST OF THE POWER POLE.
 DD2325'THE MARK IS 1.0 METERS  SSW FROM  A WITNESS POST
 DD2325
 DD2325                          STATION RECOVERY (2001)
 DD2325
 DD2325'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD2325'STATION IS LOCATED 3.35 MILES (5.39 KM) WEST SOUTHWEST OF AYNOR, 15.95
 DD2325'MILES (25.67 KM) NORTHWEST OF CONWAY.  OWNERSHIP--ALICE FRYE, 13985
 DD2325'SOUTH PEE DEE ROAD, GALIVANTS FERRY, SC 29544, PHONE 843-358-3965. TO
 DD2325'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 501 (PINE STREET)
 DD2325', STATE HIGHWAY 319 (ELM STREET) AND STATE ROAD 100 (ST. JOHN ROAD) IN
 DD2325'AYNOR, GO WEST NORTHWEST ON ROAD 100 FOR 3.0 MILES (4.8 KM) TO THE
 DD2325'T-JUNCTION OF STATE ROAD 99 (SOUTH PEE DEE ROAD) , TURN LEFT ON ROAD
 DD2325'99 FOR 1.15 MILES (1.85 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 DD2325'POLE BEHIND A BRICK HOUSE NUMBER 13985.  STATION IS A CONCRETE POST
 DD2325'RECESSED 0.2 FOOT, (6.1 CM) 2.9 FEET (0.9 M) SOUTH SOUTHWEST OF A
 DD2325'POWER POLE WITH A SECURITY LIGHT, 49.9 FEET (15.2 M) WEST SOUTHWEST OF
 DD2325'THE SOUTHWEST CORNER OF THE BRICK HOUSE, 39.0 FEET (11.9 M) NORTH
 DD2325'NORTHWEST OF THE NORTHWEST CORNER OF AN ENCLOSED WOODEN SHOP, 3.2 FEET
 DD2325'(1.0 M) SOUTH SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2326 ***********************************************************************
 DD2326  DESIGNATION -  26 377
 DD2326  PID         -  DD2326
 DD2326  STATE/COUNTY-  SC/HORRY
 DD2326  USGS QUAD   -  HORRY (1980)
 DD2326
 DD2326                         *CURRENT SURVEY CONTROL
 DD2326  ___________________________________________________________________
 DD2326* NAD 83(1986)-  33 58 42.     (N)    079 14 41.     (W)     SCALED    
 DD2326* NAVD 88     -        13.558  (meters)      44.48   (feet)  ADJUSTED  
 DD2326  ___________________________________________________________________
 DD2326  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DD2326  DYNAMIC HT  -          13.545 (meters)      44.44  (feet)  COMP
 DD2326  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 DD2326
 DD2326  VERT ORDER  -  FIRST     CLASS II
 DD2326
 DD2326.The horizontal coordinates were scaled from a topographic map and have
 DD2326.an estimated accuracy of +/- 6 seconds.
 DD2326
 DD2326.The orthometric height was determined by differential leveling
 DD2326.and adjusted by the National Geodetic Survey in June 1991..
 DD2326
 DD2326.The geoid height was determined by GEOID03.
 DD2326
 DD2326.The dynamic height is computed by dividing the NAVD 88
 DD2326.geopotential number by the normal gravity value computed on the
 DD2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2326.degrees latitude (g = 980.6199 gals.).
 DD2326
 DD2326.The modeled gravity was interpolated from observed gravity values.
 DD2326
 DD2326;                    North         East    Units  Estimated Accuracy
 DD2326;SPC SC       -   239,250.      771,760.      MT  (+/- 180 meters Scaled)
 DD2326
 DD2326                          SUPERSEDED SURVEY CONTROL
 DD2326
 DD2326  NGVD 29 (03/21/89)   13.864  (m)           45.49   (f) ADJUSTED    1 2
 DD2326
 DD2326.Superseded values are not recommended for survey control.
 DD2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2326.See file dsdata.txt to determine how the superseded data were derived.
 DD2326
 DD2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT621611(NAD 83)
 DD2326_MARKER: DD = SURVEY DISK
 DD2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2326_SP_SET: CONCRETE POST
 DD2326_STAMPING: VERT 26 377 1987
 DD2326_MARK LOGO: SCGS  
 DD2326_PROJECTION: FLUSH
 DD2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2326+STABILITY: SURFACE MOTION
 DD2326
 DD2326  HISTORY     - Date     Condition        Report By
 DD2326  HISTORY     - 1987     MONUMENTED       SCGS
 DD2326
 DD2326                          STATION DESCRIPTION
 DD2326
 DD2326'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2326'4.6 KM (2.85 MI) WSW FROM AYNOR.
 DD2326'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2326'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 9.8 KM
 DD2326'(6.1 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99, SET NEAR A
 DD2326'CEDAR TREE IN THE WEST ANGLE OF A CONCRETE DRIVEWAY LEADING TO A
 DD2326'BRICK HOUSE, 31.32 METERS (102.8 FT) EAST OF THE EAST CORNER OF THE
 DD2326'HOUSE, 21.29 METERS (69.8 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 DD2326'4.5 METERS (14.8 FT) NORTHWEST OF THE CENTER OF THE DRIVEWAY, 7.34
 DD2326'METERS (24.1 FT) SOUTH-SOUTHEAST OF THE TREE.
 DD2326'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2327 ***********************************************************************
 DD2327  DESIGNATION -  26 378
 DD2327  PID         -  DD2327
 DD2327  STATE/COUNTY-  SC/HORRY
 DD2327  USGS QUAD   -  HORRY (1980)
 DD2327
 DD2327                         *CURRENT SURVEY CONTROL
 DD2327  ___________________________________________________________________
 DD2327* NAD 83(1986)-  33 57 51.     (N)    079 14 20.     (W)     SCALED    
 DD2327* NAVD 88     -        13.243  (meters)      43.45   (feet)  ADJUSTED  
 DD2327  ___________________________________________________________________
 DD2327  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DD2327  DYNAMIC HT  -          13.230 (meters)      43.41  (feet)  COMP
 DD2327  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 DD2327
 DD2327  VERT ORDER  -  FIRST     CLASS II
 DD2327
 DD2327.The horizontal coordinates were scaled from a topographic map and have
 DD2327.an estimated accuracy of +/- 6 seconds.
 DD2327
 DD2327.The orthometric height was determined by differential leveling
 DD2327.and adjusted by the National Geodetic Survey in June 1991..
 DD2327
 DD2327.The geoid height was determined by GEOID03.
 DD2327
 DD2327.The dynamic height is computed by dividing the NAVD 88
 DD2327.geopotential number by the normal gravity value computed on the
 DD2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2327.degrees latitude (g = 980.6199 gals.).
 DD2327
 DD2327.The modeled gravity was interpolated from observed gravity values.
 DD2327
 DD2327;                    North         East    Units  Estimated Accuracy
 DD2327;SPC SC       -   237,690.      772,330.      MT  (+/- 180 meters Scaled)
 DD2327
 DD2327                          SUPERSEDED SURVEY CONTROL
 DD2327
 DD2327  NGVD 29 (03/21/89)   13.549  (m)           44.45   (f) ADJUSTED    1 2
 DD2327
 DD2327.Superseded values are not recommended for survey control.
 DD2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2327.See file dsdata.txt to determine how the superseded data were derived.
 DD2327
 DD2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT627595(NAD 83)
 DD2327_MARKER: DD = SURVEY DISK
 DD2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2327_SP_SET: CONCRETE POST
 DD2327_STAMPING: VERT 26 378 1987
 DD2327_MARK LOGO: SCGS  
 DD2327_PROJECTION: FLUSH
 DD2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2327+STABILITY: SURFACE MOTION
 DD2327
 DD2327  HISTORY     - Date     Condition        Report By
 DD2327  HISTORY     - 1987     MONUMENTED       SCGS
 DD2327
 DD2327                          STATION DESCRIPTION
 DD2327
 DD2327'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2327'5.1 KM (3.2 MI) SW FROM AYNOR.
 DD2327'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2327'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 11.5 KM
 DD2327'(7.15 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99, SET NEAR A
 DD2327'POWER POLE IN FRONT OF A VINYL-SIDED HOUSE, 0.4 KM (0.25 MI) SOUTH OF
 DD2327'THE JUNCTION OF STATE ROAD 1028, 15.75 METERS (51.7 FT) EAST OF THE
 DD2327'CENTER OF THE ROAD, 18.4 METERS (60.4 FT) WEST-NORTHWEST OF A LONE
 DD2327'MAGNOLIA TREE, 16.05 METERS (52.6 FT) SOUTHWEST OF THE SOUTHWEST
 DD2327'CORNER OF THE HOUSE, 1.6 METERS (5.2 FT) SOUTH OF THE POWER POLE.
 DD2327'THE MARK IS 1.6 METERS  S FROM  A WITNESS POST
 DD2327'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2328 ***********************************************************************
 DD2328  DESIGNATION -  26 379
 DD2328  PID         -  DD2328
 DD2328  STATE/COUNTY-  SC/HORRY
 DD2328  USGS QUAD   -  HORRY (1980)
 DD2328
 DD2328                         *CURRENT SURVEY CONTROL
 DD2328  ___________________________________________________________________
 DD2328* NAD 83(1986)-  33 56 59.     (N)    079 14 27.     (W)     SCALED    
 DD2328* NAVD 88     -        17.161  (meters)      56.30   (feet)  ADJUSTED  
 DD2328  ___________________________________________________________________
 DD2328  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DD2328  DYNAMIC HT  -          17.144 (meters)      56.25  (feet)  COMP
 DD2328  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 DD2328
 DD2328  VERT ORDER  -  FIRST     CLASS II
 DD2328
 DD2328.The horizontal coordinates were scaled from a topographic map and have
 DD2328.an estimated accuracy of +/- 6 seconds.
 DD2328
 DD2328.The orthometric height was determined by differential leveling
 DD2328.and adjusted by the National Geodetic Survey in June 1991..
 DD2328
 DD2328.The geoid height was determined by GEOID03.
 DD2328
 DD2328.The dynamic height is computed by dividing the NAVD 88
 DD2328.geopotential number by the normal gravity value computed on the
 DD2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2328.degrees latitude (g = 980.6199 gals.).
 DD2328
 DD2328.The modeled gravity was interpolated from observed gravity values.
 DD2328
 DD2328;                    North         East    Units  Estimated Accuracy
 DD2328;SPC SC       -   236,080.      772,180.      MT  (+/- 180 meters Scaled)
 DD2328
 DD2328                          SUPERSEDED SURVEY CONTROL
 DD2328
 DD2328  NGVD 29 (03/21/89)   17.467  (m)           57.31   (f) ADJUSTED    1 2
 DD2328
 DD2328.Superseded values are not recommended for survey control.
 DD2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2328.See file dsdata.txt to determine how the superseded data were derived.
 DD2328
 DD2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT625579(NAD 83)
 DD2328_MARKER: DD = SURVEY DISK
 DD2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2328_SP_SET: CONCRETE POST
 DD2328_STAMPING: VERT 26 379 1987
 DD2328_MARK LOGO: SCGS  
 DD2328_PROJECTION: FLUSH
 DD2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2328+STABILITY: SURFACE MOTION
 DD2328
 DD2328  HISTORY     - Date     Condition        Report By
 DD2328  HISTORY     - 1987     MONUMENTED       SCGS
 DD2328
 DD2328                          STATION DESCRIPTION
 DD2328
 DD2328'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2328'6.5 KM (4.05 MI) SW FROM AYNOR.
 DD2328'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2328'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNORR, THENCE 13.1 KM
 DD2328'(8.15 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99, SET IN THE
 DD2328'FRONT YARD OF A TWO STORY SHINGLE-SIDED HOUSE, 0.4 KM (0.25 MI) NORTH
 DD2328'OF THE JUNCTION OF STATE ROAD 132, 13.4 METERS (44.0 FT) WEST OF THE
 DD2328'CENTER OF THE ROAD, 14.4 METERS (47.2 FT) SOUTHEAST OF THE SOUTHEAST
 DD2328'CORNER OF THE HOUSE, 16.65 METERS (54.6 FT) EAST OF A LONE LIVE OAK
 DD2328'TREE AT THE CORNER OF A CHAIN LINK FENCE, 9.15 METERS (30.0 FT) NORTH
 DD2328'OF THE CENTER OF A SAND ROAD ON THE NORTH SIDE OF THE HOUSE.
 DD2328'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2329 ***********************************************************************
 DD2329  DESIGNATION -  26 380
 DD2329  PID         -  DD2329
 DD2329  STATE/COUNTY-  SC/HORRY
 DD2329  USGS QUAD   -  HORRY (1980)
 DD2329
 DD2329                         *CURRENT SURVEY CONTROL
 DD2329  ___________________________________________________________________
 DD2329* NAD 83(1986)-  33 56 18.     (N)    079 14 30.     (W)     SCALED    
 DD2329* NAVD 88     -        11.219  (meters)      36.81   (feet)  ADJUSTED  
 DD2329  ___________________________________________________________________
 DD2329  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD2329  DYNAMIC HT  -          11.208 (meters)      36.77  (feet)  COMP
 DD2329  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 DD2329
 DD2329  VERT ORDER  -  FIRST     CLASS II
 DD2329
 DD2329.The horizontal coordinates were scaled from a topographic map and have
 DD2329.an estimated accuracy of +/- 6 seconds.
 DD2329
 DD2329.The orthometric height was determined by differential leveling
 DD2329.and adjusted by the National Geodetic Survey in June 1991..
 DD2329
 DD2329.The geoid height was determined by GEOID03.
 DD2329
 DD2329.The dynamic height is computed by dividing the NAVD 88
 DD2329.geopotential number by the normal gravity value computed on the
 DD2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2329.degrees latitude (g = 980.6199 gals.).
 DD2329
 DD2329.The modeled gravity was interpolated from observed gravity values.
 DD2329
 DD2329;                    North         East    Units  Estimated Accuracy
 DD2329;SPC SC       -   234,820.      772,120.      MT  (+/- 180 meters Scaled)
 DD2329
 DD2329                          SUPERSEDED SURVEY CONTROL
 DD2329
 DD2329  NGVD 29 (03/21/89)   11.524  (m)           37.81   (f) ADJUSTED    1 2
 DD2329
 DD2329.Superseded values are not recommended for survey control.
 DD2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2329.See file dsdata.txt to determine how the superseded data were derived.
 DD2329
 DD2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT625567(NAD 83)
 DD2329_MARKER: DD = SURVEY DISK
 DD2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2329_SP_SET: CONCRETE POST
 DD2329_STAMPING: VERT 26 380 1987
 DD2329_MARK LOGO: SCGS  
 DD2329_PROJECTION: FLUSH
 DD2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2329+STABILITY: SURFACE MOTION
 DD2329
 DD2329  HISTORY     - Date     Condition        Report By
 DD2329  HISTORY     - 1987     MONUMENTED       SCGS
 DD2329
 DD2329                          STATION DESCRIPTION
 DD2329
 DD2329'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2329'7.6 KM (4.75 MI) SSW FROM AYNOR.
 DD2329'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2329'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 14.55 KM
 DD2329'(9.05 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99, SET IN THE
 DD2329'CENTER OF A CIRCLE DRIVEWAY IN FRONT OF A SHINGLE-SIDED HOUSE AND IN
 DD2329'LINE WITH THE CENTER OF STATE ROAD 983, 23.0 METERS (75.5 FT) SOUTH
 DD2329'OF THE CENTER OF THE NORTH DRIVEWAY, 11.35 METERS (37.2 FT) NORTH OF
 DD2329'THE CENTER OF THE SOUTH DRIVEWAY, 15.1 METERS (49.5 FT) EAST OF THE
 DD2329'CENTER OF THE ROAD, 25.8 METERS (84.6 FT) WEST-SOUTHWEST OF THE
 DD2329'NORTHWEST CORNER OF THE HOUSE.
 DD2329'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2330 ***********************************************************************
 DD2330  DESIGNATION -  26 381
 DD2330  PID         -  DD2330
 DD2330  STATE/COUNTY-  SC/HORRY
 DD2330  USGS QUAD   -  HORRY (1980)
 DD2330
 DD2330                         *CURRENT SURVEY CONTROL
 DD2330  ___________________________________________________________________
 DD2330* NAD 83(1986)-  33 55 15.     (N)    079 14 28.     (W)     SCALED    
 DD2330* NAVD 88     -        10.816  (meters)      35.49   (feet)  ADJUSTED  
 DD2330  ___________________________________________________________________
 DD2330  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DD2330  DYNAMIC HT  -          10.806 (meters)      35.45  (feet)  COMP
 DD2330  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 DD2330
 DD2330  VERT ORDER  -  FIRST     CLASS II
 DD2330
 DD2330.The horizontal coordinates were scaled from a topographic map and have
 DD2330.an estimated accuracy of +/- 6 seconds.
 DD2330
 DD2330.The orthometric height was determined by differential leveling
 DD2330.and adjusted by the National Geodetic Survey in June 1991..
 DD2330
 DD2330.The geoid height was determined by GEOID03.
 DD2330
 DD2330.The dynamic height is computed by dividing the NAVD 88
 DD2330.geopotential number by the normal gravity value computed on the
 DD2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2330.degrees latitude (g = 980.6199 gals.).
 DD2330
 DD2330.The modeled gravity was interpolated from observed gravity values.
 DD2330
 DD2330;                    North         East    Units  Estimated Accuracy
 DD2330;SPC SC       -   232,880.      772,210.      MT  (+/- 180 meters Scaled)
 DD2330
 DD2330                          SUPERSEDED SURVEY CONTROL
 DD2330
 DD2330  NGVD 29 (03/21/89)   11.122  (m)           36.49   (f) ADJUSTED    1 2
 DD2330
 DD2330.Superseded values are not recommended for survey control.
 DD2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2330.See file dsdata.txt to determine how the superseded data were derived.
 DD2330
 DD2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT625547(NAD 83)
 DD2330_MARKER: DD = SURVEY DISK
 DD2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2330_SP_SET: CONCRETE POST
 DD2330_STAMPING: VERT 26 381 1987
 DD2330_MARK LOGO: SCGS  
 DD2330_PROJECTION: FLUSH
 DD2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2330+STABILITY: SURFACE MOTION
 DD2330
 DD2330  HISTORY     - Date     Condition        Report By
 DD2330  HISTORY     - 1987     MONUMENTED       SCGS
 DD2330
 DD2330                          STATION DESCRIPTION
 DD2330
 DD2330'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2330'9.3 KM (5.8 MI) SSW FROM AYNOR.
 DD2330'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2330'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 16.5 KM
 DD2330'(10.25 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99, SET IN A TREE
 DD2330'LINE AND IN LINE WITH THE FRONT FACE OF A BRICK HOUSE ON THE NORTH
 DD2330'SIDE OF A VINYL-SIDED HOUSE WITH A BRICK FOUNDATION, 30.4 METERS
 DD2330'(99.7 FT) SOUTH OF THE SOUTHEAST CORNER OF THE BRICK HOUSE, 55.6
 DD2330'METERS (182.4 FT) WEST OF THE CENTER OF THE ROAD, 28.45 METERS (93.3
 DD2330'FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE VINYL SIDED HOUSE,
 DD2330'4.6 METERS (15.1 FT) EAST-NORTHEAST OF A DOUBLE-TRUNKED OAK TREE.
 DD2330'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2331 ***********************************************************************
 DD2331  DESIGNATION -  26 382
 DD2331  PID         -  DD2331
 DD2331  STATE/COUNTY-  SC/HORRY
 DD2331  USGS QUAD   -  HORRY (1980)
 DD2331
 DD2331                         *CURRENT SURVEY CONTROL
 DD2331  ___________________________________________________________________
 DD2331* NAD 83(1986)-  33 54 47.     (N)    079 14 18.     (W)     SCALED    
 DD2331* NAVD 88     -        10.439  (meters)      34.25   (feet)  ADJUSTED  
 DD2331  ___________________________________________________________________
 DD2331  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DD2331  DYNAMIC HT  -          10.429 (meters)      34.22  (feet)  COMP
 DD2331  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 DD2331
 DD2331  VERT ORDER  -  FIRST     CLASS II
 DD2331
 DD2331.The horizontal coordinates were scaled from a topographic map and have
 DD2331.an estimated accuracy of +/- 6 seconds.
 DD2331
 DD2331.The orthometric height was determined by differential leveling
 DD2331.and adjusted by the National Geodetic Survey in June 1991..
 DD2331
 DD2331.The geoid height was determined by GEOID03.
 DD2331
 DD2331.The dynamic height is computed by dividing the NAVD 88
 DD2331.geopotential number by the normal gravity value computed on the
 DD2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2331.degrees latitude (g = 980.6199 gals.).
 DD2331
 DD2331.The modeled gravity was interpolated from observed gravity values.
 DD2331
 DD2331;                    North         East    Units  Estimated Accuracy
 DD2331;SPC SC       -   232,020.      772,480.      MT  (+/- 180 meters Scaled)
 DD2331
 DD2331                          SUPERSEDED SURVEY CONTROL
 DD2331
 DD2331  NGVD 29 (03/21/89)   10.745  (m)           35.25   (f) ADJUSTED    1 2
 DD2331
 DD2331.Superseded values are not recommended for survey control.
 DD2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2331.See file dsdata.txt to determine how the superseded data were derived.
 DD2331
 DD2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT628539(NAD 83)
 DD2331_MARKER: DD = SURVEY DISK
 DD2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2331_SP_SET: CONCRETE POST
 DD2331_STAMPING: VERT 26 382 1987
 DD2331_MARK LOGO: SCGS  
 DD2331_PROJECTION: FLUSH
 DD2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2331+STABILITY: SURFACE MOTION
 DD2331
 DD2331  HISTORY     - Date     Condition        Report By
 DD2331  HISTORY     - 1987     MONUMENTED       SCGS
 DD2331
 DD2331                          STATION DESCRIPTION
 DD2331
 DD2331'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2331'10.1 KM (6.25 MI) SSW FROM AYNOR.
 DD2331'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2331'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 17.45 KM
 DD2331'(10.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99, SET NEAR A
 DD2331'POWER POLE IN THE NORTHEAST ANGLE OF STATE ROAD 97, 10.95 METERS
 DD2331'(35.9 FT) EAST-SOUTHEAST OF THE CENTER OF ROAD 99, 10.25 METERS (33.6
 DD2331'FT) NORTH-NORTHEAST OF THE CENTER OF ROAD 97, 2.15 METERS (7.1 FT)
 DD2331'WEST OF THE POWER POLE NUMBER 256/20, 15.4 METERS (50.5 FT) NORTHEAST
 DD2331'OF THE CENTER OF THE JUNCTION.
 DD2331'THE MARK IS 2.0 METERS  W FROM  A WITNESS POST
 DD2331'THE MARK IS 0.3 M ABOVE THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2332 ***********************************************************************
 DD2332  DESIGNATION -  26 383
 DD2332  PID         -  DD2332
 DD2332  STATE/COUNTY-  SC/HORRY
 DD2332  USGS QUAD   -  HORRY (1980)
 DD2332
 DD2332                         *CURRENT SURVEY CONTROL
 DD2332  ___________________________________________________________________
 DD2332* NAD 83(1986)-  33 53 55.     (N)    079 14 15.     (W)     SCALED    
 DD2332* NAVD 88     -         9.240  (meters)      30.31   (feet)  ADJUSTED  
 DD2332  ___________________________________________________________________
 DD2332  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DD2332  DYNAMIC HT  -           9.231 (meters)      30.29  (feet)  COMP
 DD2332  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 DD2332
 DD2332  VERT ORDER  -  FIRST     CLASS II
 DD2332
 DD2332.The horizontal coordinates were scaled from a topographic map and have
 DD2332.an estimated accuracy of +/- 6 seconds.
 DD2332
 DD2332.The orthometric height was determined by differential leveling
 DD2332.and adjusted by the National Geodetic Survey in June 1991..
 DD2332
 DD2332.The geoid height was determined by GEOID03.
 DD2332
 DD2332.The dynamic height is computed by dividing the NAVD 88
 DD2332.geopotential number by the normal gravity value computed on the
 DD2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2332.degrees latitude (g = 980.6199 gals.).
 DD2332
 DD2332.The modeled gravity was interpolated from observed gravity values.
 DD2332
 DD2332;                    North         East    Units  Estimated Accuracy
 DD2332;SPC SC       -   230,420.      772,580.      MT  (+/- 180 meters Scaled)
 DD2332
 DD2332                          SUPERSEDED SURVEY CONTROL
 DD2332
 DD2332  NGVD 29 (03/21/89)    9.546  (m)           31.32   (f) ADJUSTED    1 2
 DD2332
 DD2332.Superseded values are not recommended for survey control.
 DD2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2332.See file dsdata.txt to determine how the superseded data were derived.
 DD2332
 DD2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT629523(NAD 83)
 DD2332_MARKER: DD = SURVEY DISK
 DD2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2332_SP_SET: CONCRETE POST
 DD2332_STAMPING: VERT 26 383 1987
 DD2332_MARK LOGO: SCGS  
 DD2332_PROJECTION: FLUSH
 DD2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2332+STABILITY: SURFACE MOTION
 DD2332
 DD2332  HISTORY     - Date     Condition        Report By
 DD2332  HISTORY     - 1987     MONUMENTED       SCGS
 DD2332
 DD2332                          STATION DESCRIPTION
 DD2332
 DD2332'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2332'11.5 KM (7.15 MI) SSW FROM AYNOR.
 DD2332'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2332'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2332'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2332'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, SET ON THE NORTH SIDE AND
 DD2332'IN LINE WITH THE FRONT FACE OF THE JORDANVILLE FARM AND HOME SUPPLY
 DD2332'COMPANY STORE, 23.4 METERS (76.8 FT) WEST OF THE CENTER OF ROAD 24,
 DD2332'14.0 METERS (45.9 FT) SOUTH OF THE CENTER OF A SAND ROAD ON THE NORTH
 DD2332'SIDE OF THE STORE, 12.27 METERS (40.3 FT) NORTH OF THE NORTHEAST
 DD2332'CORNER OF THE STORE, 7.55 METERS (24.8 FT) NORTHEAST OF THE STAND FOR
 DD2332'A SATELLITE DISH.
 DD2332'THE MARK IS 7.20 METERS  W FROM  A WITNESS POST
 DD2332'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2333 ***********************************************************************
 DD2333  DESIGNATION -  26 384
 DD2333  PID         -  DD2333
 DD2333  STATE/COUNTY-  SC/HORRY
 DD2333  USGS QUAD   -  HORRY (1980)
 DD2333
 DD2333                         *CURRENT SURVEY CONTROL
 DD2333  ___________________________________________________________________
 DD2333* NAD 83(1986)-  33 53 33.     (N)    079 14 14.     (W)     SCALED    
 DD2333* NAVD 88     -         8.965  (meters)      29.41   (feet)  ADJUSTED  
 DD2333  ___________________________________________________________________
 DD2333  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DD2333  DYNAMIC HT  -           8.956 (meters)      29.38  (feet)  COMP
 DD2333  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 DD2333
 DD2333  VERT ORDER  -  FIRST     CLASS II
 DD2333
 DD2333.The horizontal coordinates were scaled from a topographic map and have
 DD2333.an estimated accuracy of +/- 6 seconds.
 DD2333
 DD2333.The orthometric height was determined by differential leveling
 DD2333.and adjusted by the National Geodetic Survey in June 1991..
 DD2333
 DD2333.The geoid height was determined by GEOID03.
 DD2333
 DD2333.The dynamic height is computed by dividing the NAVD 88
 DD2333.geopotential number by the normal gravity value computed on the
 DD2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2333.degrees latitude (g = 980.6199 gals.).
 DD2333
 DD2333.The modeled gravity was interpolated from observed gravity values.
 DD2333
 DD2333;                    North         East    Units  Estimated Accuracy
 DD2333;SPC SC       -   229,740.      772,620.      MT  (+/- 180 meters Scaled)
 DD2333
 DD2333                          SUPERSEDED SURVEY CONTROL
 DD2333
 DD2333  NGVD 29 (03/21/89)    9.270  (m)           30.41   (f) ADJUSTED    1 2
 DD2333
 DD2333.Superseded values are not recommended for survey control.
 DD2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2333.See file dsdata.txt to determine how the superseded data were derived.
 DD2333
 DD2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT630516(NAD 83)
 DD2333_MARKER: DD = SURVEY DISK
 DD2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2333_SP_SET: CONCRETE POST
 DD2333_STAMPING: VERT 26 384 1987
 DD2333_MARK LOGO: SCGS  
 DD2333_PROJECTION: FLUSH
 DD2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2333+STABILITY: SURFACE MOTION
 DD2333
 DD2333  HISTORY     - Date     Condition        Report By
 DD2333  HISTORY     - 1987     MONUMENTED       SCGS
 DD2333
 DD2333                          STATION DESCRIPTION
 DD2333
 DD2333'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2333'12.2 KM (7.6 MI) SSW FROM AYNOR.
 DD2333'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2333'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2333'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2333'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 0.65 KM (0.4 MI)
 DD2333'SOUTHERLY ALONG ROAD 24, SET IN THE FRONT YARD OF A VINYL-SIDED HOUSE
 DD2333'IN THE SOUTHEAST ANGLE OF STATE ROAD 78, 14.45 METERS (47.4 FT) EAST
 DD2333'OF THE CENTER OF ROAD 24, 19.6 METERS (64.3 FT) SOUTH OF THE CENTER
 DD2333'OF ROAD 78, 22.4 METERS (73.5 FT) NORTHWEST OF THE NORTHWEST CORNER
 DD2333'OF THE HOUSE, 32.45 METERS (106.5 FT) WEST OF THE NORTHWEST CORNER OF
 DD2333'A PUMP SHED.
 DD2333'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2335 ***********************************************************************
 DD2335  DESIGNATION -  26 385
 DD2335  PID         -  DD2335
 DD2335  STATE/COUNTY-  SC/HORRY
 DD2335  USGS QUAD   -  DONGOLA (1980)
 DD2335
 DD2335                         *CURRENT SURVEY CONTROL
 DD2335  ___________________________________________________________________
 DD2335* NAD 83(1986)-  33 52 28.     (N)    079 14 00.     (W)     SCALED    
 DD2335* NAVD 88     -        11.513  (meters)      37.77   (feet)  ADJUSTED  
 DD2335  ___________________________________________________________________
 DD2335  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DD2335  DYNAMIC HT  -          11.501 (meters)      37.73  (feet)  COMP
 DD2335  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DD2335
 DD2335  VERT ORDER  -  FIRST     CLASS II
 DD2335
 DD2335.The horizontal coordinates were scaled from a topographic map and have
 DD2335.an estimated accuracy of +/- 6 seconds.
 DD2335
 DD2335.The orthometric height was determined by differential leveling
 DD2335.and adjusted by the National Geodetic Survey in June 1991..
 DD2335
 DD2335.The geoid height was determined by GEOID03.
 DD2335
 DD2335.The dynamic height is computed by dividing the NAVD 88
 DD2335.geopotential number by the normal gravity value computed on the
 DD2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2335.degrees latitude (g = 980.6199 gals.).
 DD2335
 DD2335.The modeled gravity was interpolated from observed gravity values.
 DD2335
 DD2335;                    North         East    Units  Estimated Accuracy
 DD2335;SPC SC       -   227,750.      773,010.      MT  (+/- 180 meters Scaled)
 DD2335
 DD2335                          SUPERSEDED SURVEY CONTROL
 DD2335
 DD2335  NGVD 29 (03/21/89)   11.818  (m)           38.77   (f) ADJUSTED    1 2
 DD2335
 DD2335.Superseded values are not recommended for survey control.
 DD2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2335.See file dsdata.txt to determine how the superseded data were derived.
 DD2335
 DD2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT633496(NAD 83)
 DD2335_MARKER: DD = SURVEY DISK
 DD2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2335_SP_SET: CONCRETE POST
 DD2335_STAMPING: VERT 26 385 1987
 DD2335_MARK LOGO: SCGS  
 DD2335_PROJECTION: FLUSH
 DD2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2335+STABILITY: SURFACE MOTION
 DD2335
 DD2335  HISTORY     - Date     Condition        Report By
 DD2335  HISTORY     - 1987     MONUMENTED       SCGS
 DD2335
 DD2335                          STATION DESCRIPTION
 DD2335
 DD2335'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2335'14.0 KM (8.7 MI) SSW FROM AYNOR.
 DD2335'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2335'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2335'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2335'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 2.75 KM (1.7 MI)
 DD2335'SOUTHERLY ALONG ROAD 24, SET NEAR THE NORTHWEST CORNER OF A WOODEN
 DD2335'HOUSE, 37.5 METERS (123.0 FT) EAST OF THE CENTER OF THE ROAD, 20.0
 DD2335'METERS (65.6 FT) SOUTH OF THE CENTER OF A SAND DRIVEWAY ON THE NORTH
 DD2335'SIDE OF THE HOUSE, 3.65 METERS (12.0 FT) WEST OF THE CORNER OF THE
 DD2335'HOUSE, 4.9 METERS (16.1 FT) NORTHEAST OF A 34-INCH CEDAR TREE IN
 DD2335'FRONT OF THE HOUSE.
 DD2335'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2336 ***********************************************************************
 DD2336  DESIGNATION -  26 386
 DD2336  PID         -  DD2336
 DD2336  STATE/COUNTY-  SC/HORRY
 DD2336  USGS QUAD   -  DONGOLA (1980)
 DD2336
 DD2336                         *CURRENT SURVEY CONTROL
 DD2336  ___________________________________________________________________
 DD2336* NAD 83(1986)-  33 51 19.     (N)    079 13 41.     (W)     SCALED    
 DD2336* NAVD 88     -        12.399  (meters)      40.68   (feet)  ADJUSTED  
 DD2336  ___________________________________________________________________
 DD2336  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DD2336  DYNAMIC HT  -          12.386 (meters)      40.64  (feet)  COMP
 DD2336  MODELED GRAV-     979,630.9   (mgal)                       NAVD 88
 DD2336
 DD2336  VERT ORDER  -  FIRST     CLASS II
 DD2336
 DD2336.The horizontal coordinates were scaled from a topographic map and have
 DD2336.an estimated accuracy of +/- 6 seconds.
 DD2336
 DD2336.The orthometric height was determined by differential leveling
 DD2336.and adjusted by the National Geodetic Survey in June 1991..
 DD2336
 DD2336.The geoid height was determined by GEOID03.
 DD2336
 DD2336.The dynamic height is computed by dividing the NAVD 88
 DD2336.geopotential number by the normal gravity value computed on the
 DD2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2336.degrees latitude (g = 980.6199 gals.).
 DD2336
 DD2336.The modeled gravity was interpolated from observed gravity values.
 DD2336
 DD2336;                    North         East    Units  Estimated Accuracy
 DD2336;SPC SC       -   225,630.      773,540.      MT  (+/- 180 meters Scaled)
 DD2336
 DD2336                          SUPERSEDED SURVEY CONTROL
 DD2336
 DD2336  NGVD 29 (03/21/89)   12.704  (m)           41.68   (f) ADJUSTED    1 2
 DD2336
 DD2336.Superseded values are not recommended for survey control.
 DD2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2336.See file dsdata.txt to determine how the superseded data were derived.
 DD2336
 DD2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT639475(NAD 83)
 DD2336_MARKER: DD = SURVEY DISK
 DD2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2336_SP_SET: CONCRETE POST
 DD2336_STAMPING: VERT 26 386 1987
 DD2336_MARK LOGO: SCGS  
 DD2336_PROJECTION: FLUSH
 DD2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2336+STABILITY: SURFACE MOTION
 DD2336
 DD2336  HISTORY     - Date     Condition        Report By
 DD2336  HISTORY     - 1987     MONUMENTED       SCGS
 DD2336
 DD2336                          STATION DESCRIPTION
 DD2336
 DD2336'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2336'15.9 KM (9.85 MI) SOUTH FROM AYNOR.
 DD2336'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2336'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2336'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2336'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 4.85 KM (3.0 MI)
 DD2336'SOUTHERLY ALONG ROAD 24, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG STATE
 DD2336'ROAD 63, SET NEAR A NATURAL GAS CONTROL VALVE THAT IS PROJECTING (2.5
 DD2336'FT) ABOVE THE GROUND, 7.3 METERS (24.0 FT) SOUTHEAST OF THE SOUTHEAST
 DD2336'CORNER OF A TOBACCO CURING BARN, 7.3 METERS (24.0 FT) NORTH OF THE
 DD2336'CENTER OF THE ROAD, 27.9 METERS (91.5 FT) WEST OF THE CENTER OF A
 DD2336'SAND DRIVEWAY, 17.15 METERS (56.3 FT) WEST OF A TELEPHONE JUNCTION
 DD2336'BOX POST NUMBERS 117/34, 0.7 METER (2.3 FT) SOUTH-SOUTHWEST OF THE
 DD2336'GAS PIPE WITH THE VALVE.
 DD2336'THE MARK IS 1.2 METERS  SSW FROM  A WITNESS POST
 DD2336'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2337 ***********************************************************************
 DD2337  DESIGNATION -  26 387
 DD2337  PID         -  DD2337
 DD2337  STATE/COUNTY-  SC/HORRY
 DD2337  USGS QUAD   -  DONGOLA (1980)
 DD2337
 DD2337                         *CURRENT SURVEY CONTROL
 DD2337  ___________________________________________________________________
 DD2337* NAD 83(1986)-  33 50 35.     (N)    079 13 28.     (W)     SCALED    
 DD2337* NAVD 88     -        12.380  (meters)      40.62   (feet)  ADJUSTED  
 DD2337  ___________________________________________________________________
 DD2337  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DD2337  DYNAMIC HT  -          12.368 (meters)      40.58  (feet)  COMP
 DD2337  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 DD2337
 DD2337  VERT ORDER  -  FIRST     CLASS II
 DD2337
 DD2337.The horizontal coordinates were scaled from a topographic map and have
 DD2337.an estimated accuracy of +/- 6 seconds.
 DD2337
 DD2337.The orthometric height was determined by differential leveling
 DD2337.and adjusted by the National Geodetic Survey in June 1991..
 DD2337
 DD2337.The geoid height was determined by GEOID03.
 DD2337
 DD2337.The dynamic height is computed by dividing the NAVD 88
 DD2337.geopotential number by the normal gravity value computed on the
 DD2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2337.degrees latitude (g = 980.6199 gals.).
 DD2337
 DD2337.The modeled gravity was interpolated from observed gravity values.
 DD2337
 DD2337;                    North         East    Units  Estimated Accuracy
 DD2337;SPC SC       -   224,280.      773,890.      MT  (+/- 180 meters Scaled)
 DD2337
 DD2337                          SUPERSEDED SURVEY CONTROL
 DD2337
 DD2337  NGVD 29 (03/21/89)   12.685  (m)           41.62   (f) ADJUSTED    1 2
 DD2337
 DD2337.Superseded values are not recommended for survey control.
 DD2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2337.See file dsdata.txt to determine how the superseded data were derived.
 DD2337
 DD2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT642461(NAD 83)
 DD2337_MARKER: DD = SURVEY DISK
 DD2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2337_SP_SET: CONCRETE POST
 DD2337_STAMPING: VERT 26 387 1987
 DD2337_MARK LOGO: SCGS  
 DD2337_PROJECTION: FLUSH
 DD2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2337+STABILITY: SURFACE MOTION
 DD2337
 DD2337  HISTORY     - Date     Condition        Report By
 DD2337  HISTORY     - 1987     MONUMENTED       SCGS
 DD2337
 DD2337                          STATION DESCRIPTION
 DD2337
 DD2337'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2337'17.3 KM (10.75 MI) SOUTH FROM AYNOR.
 DD2337'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2337'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2337'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2337'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.3 KM (3.9 MI)
 DD2337'SOUTHERLY ALONG ROAD 24, SET IN A MEDIAN BETWEEN TWO PAVED DRIVEWAYS
 DD2337'LEADING TO A BRICK HOUSE THAT IS 0.15 KM (0.1 MI) WEST OF THE ROAD,
 DD2337'26.6 METERS (87.3 FT) WEST OF THE CENTER OF THE ROAD, 10.8 METERS
 DD2337'(35.4 FT) SOUTH OF THE CENTER OF THE NORTH DRIVEWAY, 9.6 METERS (31.5
 DD2337'FT) NORTH OF THE CENTER OF THE SOUTH DRIVEWAY, 16.6 METERS (54.5 FT)
 DD2337'NORTH-NORTHEAST OF A LONE DOUBLE-TRUNKED OAK TREE.
 DD2337'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2344 ***********************************************************************
 DD2344  DESIGNATION -  26 388
 DD2344  PID         -  DD2344
 DD2344  STATE/COUNTY-  SC/HORRY
 DD2344  USGS QUAD   -  DONGOLA (1980)
 DD2344
 DD2344                         *CURRENT SURVEY CONTROL
 DD2344  ___________________________________________________________________
 DD2344* NAD 83(1986)-  33 48 40.     (N)    079 12 11.     (W)     SCALED    
 DD2344* NAVD 88     -        11.773  (meters)      38.63   (feet)  ADJUSTED  
 DD2344  ___________________________________________________________________
 DD2344  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DD2344  DYNAMIC HT  -          11.760 (meters)      38.58  (feet)  COMP
 DD2344  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 DD2344
 DD2344  VERT ORDER  -  FIRST     CLASS II
 DD2344
 DD2344.The horizontal coordinates were scaled from a topographic map and have
 DD2344.an estimated accuracy of +/- 6 seconds.
 DD2344
 DD2344.The orthometric height was determined by differential leveling
 DD2344.and adjusted by the National Geodetic Survey in June 1991..
 DD2344
 DD2344.The geoid height was determined by GEOID03.
 DD2344
 DD2344.The dynamic height is computed by dividing the NAVD 88
 DD2344.geopotential number by the normal gravity value computed on the
 DD2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2344.degrees latitude (g = 980.6199 gals.).
 DD2344
 DD2344.The modeled gravity was interpolated from observed gravity values.
 DD2344
 DD2344;                    North         East    Units  Estimated Accuracy
 DD2344;SPC SC       -   220,770.      775,940.      MT  (+/- 180 meters Scaled)
 DD2344
 DD2344                          SUPERSEDED SURVEY CONTROL
 DD2344
 DD2344  NGVD 29 (03/21/89)   12.077  (m)           39.62   (f) ADJUSTED    1 2
 DD2344
 DD2344.Superseded values are not recommended for survey control.
 DD2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2344.See file dsdata.txt to determine how the superseded data were derived.
 DD2344
 DD2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT663426(NAD 83)
 DD2344_MARKER: DD = SURVEY DISK
 DD2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2344_SP_SET: CONCRETE POST
 DD2344_STAMPING: VERT 26 388 1987
 DD2344_MARK LOGO: SCGS  
 DD2344_PROJECTION: FLUSH
 DD2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2344+STABILITY: SURFACE MOTION
 DD2344
 DD2344  HISTORY     - Date     Condition        Report By
 DD2344  HISTORY     - 1987     MONUMENTED       SCGS
 DD2344
 DD2344                          STATION DESCRIPTION
 DD2344
 DD2344'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2344'20.7 KM (12.85 MI) SOUTH FROM AYNOR.
 DD2344'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2344'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2344'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2344'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2344'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2344'CROSSROADS), CONTINUE 3.55 KM (2.2 MI) SOUTHERLY ALONG ROAD 24, SET
 DD2344'NEAR A POWER POLE WITH A SECURITY LIGHT BETWEEN TWO WOODEN HOUSES,
 DD2344'13.4 METERS (44.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DD2344'SOUTH HOUSE, 8.55 METERS (28.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 DD2344'OF THE NORTH HOUSE, 48.0 METERS (157.5 FT) EAST OF THE CENTER OF THE
 DD2344'ROAD, 2.2 METERS (7.2 FT) WEST-SOUTHWEST OF THE POWER POLE.
 DD2344'THE MARK IS 2.1 METERS  WSW FROM  A WITNESS POST
 DD2344'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2345 ***********************************************************************
 DD2345  DESIGNATION -  26 389
 DD2345  PID         -  DD2345
 DD2345  STATE/COUNTY-  SC/HORRY
 DD2345  USGS QUAD   -  DONGOLA (1980)
 DD2345
 DD2345                         *CURRENT SURVEY CONTROL
 DD2345  ___________________________________________________________________
 DD2345* NAD 83(1986)-  33 48 04.     (N)    079 12 11.     (W)     SCALED    
 DD2345* NAVD 88     -        14.714  (meters)      48.27   (feet)  ADJUSTED  
 DD2345  ___________________________________________________________________
 DD2345  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DD2345  DYNAMIC HT  -          14.699 (meters)      48.23  (feet)  COMP
 DD2345  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 DD2345
 DD2345  VERT ORDER  -  FIRST     CLASS II
 DD2345
 DD2345.The horizontal coordinates were scaled from a topographic map and have
 DD2345.an estimated accuracy of +/- 6 seconds.
 DD2345
 DD2345.The orthometric height was determined by differential leveling
 DD2345.and adjusted by the National Geodetic Survey in June 1991..
 DD2345
 DD2345.The geoid height was determined by GEOID03.
 DD2345
 DD2345.The dynamic height is computed by dividing the NAVD 88
 DD2345.geopotential number by the normal gravity value computed on the
 DD2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2345.degrees latitude (g = 980.6199 gals.).
 DD2345
 DD2345.The modeled gravity was interpolated from observed gravity values.
 DD2345
 DD2345;                    North         East    Units  Estimated Accuracy
 DD2345;SPC SC       -   219,670.      775,950.      MT  (+/- 180 meters Scaled)
 DD2345
 DD2345                          SUPERSEDED SURVEY CONTROL
 DD2345
 DD2345  NGVD 29 (03/21/89)   15.019  (m)           49.27   (f) ADJUSTED    1 2
 DD2345
 DD2345.Superseded values are not recommended for survey control.
 DD2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2345.See file dsdata.txt to determine how the superseded data were derived.
 DD2345
 DD2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT663415(NAD 83)
 DD2345_MARKER: DD = SURVEY DISK
 DD2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2345_SP_SET: CONCRETE POST
 DD2345_STAMPING: VERT 26 389 1987
 DD2345_MARK LOGO: SCGS  
 DD2345_PROJECTION: FLUSH
 DD2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2345+STABILITY: SURFACE MOTION
 DD2345
 DD2345  HISTORY     - Date     Condition        Report By
 DD2345  HISTORY     - 1987     MONUMENTED       SCGS
 DD2345
 DD2345                          STATION DESCRIPTION
 DD2345
 DD2345'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2345'21.9 KM (13.6 MI) SOUTH FROM AYNOR.
 DD2345'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2345'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2345'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2345'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2345'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2345'CROSSROADS), CONTINUE 4.65 KM (2.9 MI) SOUTHERLY ALONG ROAD 24, SET
 DD2345'NEAR A POWER POLE AND A FIRE HYDRANT IN FRONT OF A BRICK HOUSE, 18.6
 DD2345'METERS (61.0 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 DD2345'10.75 METERS (35.3 FT) WEST OF THE CENTER OF THE ROAD, 1.28 METERS
 DD2345'(4.2 FT) SOUTH OF THE POWER POLE, 5.0 METERS (16.4 FT) NORTH OF THE
 DD2345'CENTER OF A DRIVEWAY TO THE HOUSE, 3.55 METERS (11.6 FT) WEST OF THE
 DD2345'FIRE HYDRANT.
 DD2345'THE MARK IS 1.28 METERS  S FROM  A WITNESS POST
 DD2345'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2346 ***********************************************************************
 DD2346  DESIGNATION -  26 390
 DD2346  PID         -  DD2346
 DD2346  STATE/COUNTY-  SC/HORRY
 DD2346  USGS QUAD   -  DONGOLA (1980)
 DD2346
 DD2346                         *CURRENT SURVEY CONTROL
 DD2346  ___________________________________________________________________
 DD2346* NAD 83(1986)-  33 47 21.     (N)    079 12 00.     (W)     SCALED    
 DD2346* NAVD 88     -         9.069  (meters)      29.75   (feet)  ADJUSTED  
 DD2346  ___________________________________________________________________
 DD2346  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DD2346  DYNAMIC HT  -           9.060 (meters)      29.72  (feet)  COMP
 DD2346  MODELED GRAV-     979,617.2   (mgal)                       NAVD 88
 DD2346
 DD2346  VERT ORDER  -  FIRST     CLASS II
 DD2346
 DD2346.The horizontal coordinates were scaled from a topographic map and have
 DD2346.an estimated accuracy of +/- 6 seconds.
 DD2346
 DD2346.The orthometric height was determined by differential leveling
 DD2346.and adjusted by the National Geodetic Survey in June 1991..
 DD2346
 DD2346.The geoid height was determined by GEOID03.
 DD2346
 DD2346.The dynamic height is computed by dividing the NAVD 88
 DD2346.geopotential number by the normal gravity value computed on the
 DD2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2346.degrees latitude (g = 980.6199 gals.).
 DD2346
 DD2346.The modeled gravity was interpolated from observed gravity values.
 DD2346
 DD2346;                    North         East    Units  Estimated Accuracy
 DD2346;SPC SC       -   218,350.      776,260.      MT  (+/- 180 meters Scaled)
 DD2346
 DD2346                          SUPERSEDED SURVEY CONTROL
 DD2346
 DD2346  NGVD 29 (03/21/89)    9.374  (m)           30.75   (f) ADJUSTED    1 2
 DD2346
 DD2346.Superseded values are not recommended for survey control.
 DD2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2346.See file dsdata.txt to determine how the superseded data were derived.
 DD2346
 DD2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT666402(NAD 83)
 DD2346_MARKER: DD = SURVEY DISK
 DD2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2346_SP_SET: CONCRETE POST
 DD2346_STAMPING: VERT 26 390 1987
 DD2346_MARK LOGO: SCGS  
 DD2346_PROJECTION: FLUSH
 DD2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2346+STABILITY: SURFACE MOTION
 DD2346
 DD2346  HISTORY     - Date     Condition        Report By
 DD2346  HISTORY     - 1987     MONUMENTED       SCGS
 DD2346
 DD2346                          STATION DESCRIPTION
 DD2346
 DD2346'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2346'23.1 KM (14.35 MI) SOUTH FROM AYNOR.
 DD2346'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2346'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2346'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2346'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2346'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2346'CROSSROADS), CONTINUE 6.1 KM (3.8 MI) SOUTHERLY ALONG ROAD 24, THENCE
 DD2346'0.15 KM (0.1 MI) EAST-NORTHEAST ALONG A SAND ROAD, SET NEAR A POWER
 DD2346'POLE AT THE EDGE OF A POND ON THE EAST SIDE OF A BRICK HOUSE, 7.9
 DD2346'METERS (25.9 FT) SOUTH OF THE CENTER OF THE ROAD, 17.25 METERS (56.6
 DD2346'FT) EAST-SOUTHEAST OF A SMALL FIRE HYDRANT, 13.6 METERS (44.6 FT)
 DD2346'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 19.8 METERS (65.0 FT)
 DD2346'NORTH OF A LONE PINE TREE AT THE EDGE OF THE POND, 2.27 METERS (7.4
 DD2346'FT) SOUTHWEST OF THE POWER POLE.
 DD2346'THE MARK IS 2.2 METERS  SW FROM  A WITNESS POST
 DD2346'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2347 ***********************************************************************
 DD2347  DESIGNATION -  26 391
 DD2347  PID         -  DD2347
 DD2347  STATE/COUNTY-  SC/HORRY
 DD2347  USGS QUAD   -  DONGOLA (1980)
 DD2347
 DD2347                         *CURRENT SURVEY CONTROL
 DD2347  ___________________________________________________________________
 DD2347* NAD 83(1986)-  33 46 41.     (N)    079 11 22.     (W)     SCALED    
 DD2347* NAVD 88     -         8.155  (meters)      26.76   (feet)  ADJUSTED  
 DD2347  ___________________________________________________________________
 DD2347  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DD2347  DYNAMIC HT  -           8.146 (meters)      26.73  (feet)  COMP
 DD2347  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 DD2347
 DD2347  VERT ORDER  -  FIRST     CLASS II
 DD2347
 DD2347.The horizontal coordinates were scaled from a topographic map and have
 DD2347.an estimated accuracy of +/- 6 seconds.
 DD2347
 DD2347.The orthometric height was determined by differential leveling
 DD2347.and adjusted by the National Geodetic Survey in June 1991..
 DD2347
 DD2347.The geoid height was determined by GEOID03.
 DD2347
 DD2347.The dynamic height is computed by dividing the NAVD 88
 DD2347.geopotential number by the normal gravity value computed on the
 DD2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2347.degrees latitude (g = 980.6199 gals.).
 DD2347
 DD2347.The modeled gravity was interpolated from observed gravity values.
 DD2347
 DD2347;                    North         East    Units  Estimated Accuracy
 DD2347;SPC SC       -   217,130.      777,260.      MT  (+/- 180 meters Scaled)
 DD2347
 DD2347                          SUPERSEDED SURVEY CONTROL
 DD2347
 DD2347  NGVD 29 (03/21/89)    8.459  (m)           27.75   (f) ADJUSTED    1 2
 DD2347
 DD2347.Superseded values are not recommended for survey control.
 DD2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2347.See file dsdata.txt to determine how the superseded data were derived.
 DD2347
 DD2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT676390(NAD 83)
 DD2347_MARKER: DD = SURVEY DISK
 DD2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2347_SP_SET: CONCRETE POST
 DD2347_STAMPING: VERT 26 391 1987
 DD2347_MARK LOGO: SCGS  
 DD2347_PROJECTION: FLUSH
 DD2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2347+STABILITY: SURFACE MOTION
 DD2347
 DD2347  HISTORY     - Date     Condition        Report By
 DD2347  HISTORY     - 1987     MONUMENTED       SCGS
 DD2347
 DD2347                          STATION DESCRIPTION
 DD2347
 DD2347'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2347'24.5 KM (15.2 MI) SOUTH FROM AYNOR.
 DD2347'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2347'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2347'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2347'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2347'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2347'CROSSROADS), CONTINUE 7.65 KM (4.75 MI) SOUTHERLY ALONG ROAD 24,
 DD2347'THENCE 0.15 KM (0.1 MI) NORTHEAST ALONG A SAND ROAD, SET NEAR A POWER
 DD2347'POLE BETWEEN A POND AND A WOODEN HOUSE, 24.7 METERS (81.0 FT)
 DD2347'EAST-SOUTHEAST OF THE CENTER OF THE ROAD, 14.34 METERS (47.0 FT)
 DD2347'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 14.15 METERS
 DD2347'(46.4 FT) EAST OF A LONE PECAN TREE, 19.33 METERS (63.4 FT) NORTHEAST
 DD2347'OF A POWER POLE NUMBER 5-35, 1.51 METERS (5.0 FT) WEST-NORTHWEST OF
 DD2347'THE POWER POLE.
 DD2347'THE MARK IS 1.48 METERS  WNW FROM  A WITNESS POST
 DD2347'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2348 ***********************************************************************
 DD2348  DESIGNATION -  26 392
 DD2348  PID         -  DD2348
 DD2348  STATE/COUNTY-  SC/HORRY
 DD2348  USGS QUAD   -  DONGOLA (1980)
 DD2348
 DD2348                         *CURRENT SURVEY CONTROL
 DD2348  ___________________________________________________________________
 DD2348* NAD 83(1986)-  33 45 55.     (N)    079 11 19.     (W)     SCALED    
 DD2348* NAVD 88     -         8.553  (meters)      28.06   (feet)  ADJUSTED  
 DD2348  ___________________________________________________________________
 DD2348  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DD2348  DYNAMIC HT  -           8.544 (meters)      28.03  (feet)  COMP
 DD2348  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 DD2348
 DD2348  VERT ORDER  -  FIRST     CLASS II
 DD2348
 DD2348.The horizontal coordinates were scaled from a topographic map and have
 DD2348.an estimated accuracy of +/- 6 seconds.
 DD2348
 DD2348.The orthometric height was determined by differential leveling
 DD2348.and adjusted by the National Geodetic Survey in June 1991..
 DD2348
 DD2348.The geoid height was determined by GEOID03.
 DD2348
 DD2348.The dynamic height is computed by dividing the NAVD 88
 DD2348.geopotential number by the normal gravity value computed on the
 DD2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2348.degrees latitude (g = 980.6199 gals.).
 DD2348
 DD2348.The modeled gravity was interpolated from observed gravity values.
 DD2348
 DD2348;                    North         East    Units  Estimated Accuracy
 DD2348;SPC SC       -   215,720.      777,360.      MT  (+/- 180 meters Scaled)
 DD2348
 DD2348                          SUPERSEDED SURVEY CONTROL
 DD2348
 DD2348  NGVD 29 (03/21/89)    8.857  (m)           29.06   (f) ADJUSTED    1 2
 DD2348
 DD2348.Superseded values are not recommended for survey control.
 DD2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2348.See file dsdata.txt to determine how the superseded data were derived.
 DD2348
 DD2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT677376(NAD 83)
 DD2348_MARKER: DD = SURVEY DISK
 DD2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2348_SP_SET: CONCRETE POST
 DD2348_STAMPING: VERT 26 392 1987
 DD2348_MARK LOGO: SCGS  
 DD2348_PROJECTION: FLUSH
 DD2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2348+STABILITY: SURFACE MOTION
 DD2348
 DD2348  HISTORY     - Date     Condition        Report By
 DD2348  HISTORY     - 1987     MONUMENTED       SCGS
 DD2348
 DD2348                          STATION DESCRIPTION
 DD2348
 DD2348'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2348'25.9 KM (16.1 MI) SOUTH FROM AYNOR.
 DD2348'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2348'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2348'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2348'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2348'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2348'CROSSROADS), CONTINUE 9.1 KM (5.65 MI) SOUTHERLY ALONG ROAD 24, SET
 DD2348'NEAR A POWER POLE AT THE SOUTHEAST CORNER OF A CONVENIENCE STORE AND
 DD2348'IN LINE WITH THE CENTER OF STATE ROAD 29, 19.8 METERS (65.0 FT) WEST
 DD2348'OF THE CENTER OF ROAD 24, 8.1 METERS (26.6 FT) EAST OF A
 DD2348'DOUBLE-TRUNKED OAK TREE, 6.05 METERS (19.8 FT) SOUTH-SOUTHEAST OF THE
 DD2348'CORNER OF THE STORE, 1.7 METERS (5.6 FT) SOUTHWEST OF THE POWER POLE.
 DD2348'THE MARK IS 1.35 METERS  WSW FROM  A WITNESS POST
 DD2348'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2352 ***********************************************************************
 DD2352  DESIGNATION -  26 393
 DD2352  PID         -  DD2352
 DD2352  STATE/COUNTY-  SC/HORRY
 DD2352  USGS QUAD   -  DONGOLA (1980)
 DD2352
 DD2352                         *CURRENT SURVEY CONTROL
 DD2352  ___________________________________________________________________
 DD2352* NAD 83(1986)-  33 45 29.     (N)    079 11 12.     (W)     SCALED    
 DD2352* NAVD 88     -         6.721  (meters)      22.05   (feet)  ADJUSTED  
 DD2352  ___________________________________________________________________
 DD2352  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DD2352  DYNAMIC HT  -           6.714 (meters)      22.03  (feet)  COMP
 DD2352  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 DD2352
 DD2352  VERT ORDER  -  FIRST     CLASS II
 DD2352
 DD2352.The horizontal coordinates were scaled from a topographic map and have
 DD2352.an estimated accuracy of +/- 6 seconds.
 DD2352
 DD2352.The orthometric height was determined by differential leveling
 DD2352.and adjusted by the National Geodetic Survey in June 1991..
 DD2352
 DD2352.The geoid height was determined by GEOID03.
 DD2352
 DD2352.The dynamic height is computed by dividing the NAVD 88
 DD2352.geopotential number by the normal gravity value computed on the
 DD2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2352.degrees latitude (g = 980.6199 gals.).
 DD2352
 DD2352.The modeled gravity was interpolated from observed gravity values.
 DD2352
 DD2352;                    North         East    Units  Estimated Accuracy
 DD2352;SPC SC       -   214,920.      777,560.      MT  (+/- 180 meters Scaled)
 DD2352
 DD2352                          SUPERSEDED SURVEY CONTROL
 DD2352
 DD2352  NGVD 29 (03/21/89)    7.024  (m)           23.04   (f) ADJUSTED    1 2
 DD2352
 DD2352.Superseded values are not recommended for survey control.
 DD2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2352.See file dsdata.txt to determine how the superseded data were derived.
 DD2352
 DD2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT679368(NAD 83)
 DD2352_MARKER: DD = SURVEY DISK
 DD2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2352_SP_SET: CONCRETE POST
 DD2352_STAMPING: VERT 26 393 1987
 DD2352_MARK LOGO: SCGS  
 DD2352_PROJECTION: PROJECTING 7 CENTIMETERS
 DD2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2352+STABILITY: SURFACE MOTION
 DD2352
 DD2352  HISTORY     - Date     Condition        Report By
 DD2352  HISTORY     - 1987     MONUMENTED       SCGS
 DD2352
 DD2352                          STATION DESCRIPTION
 DD2352
 DD2352'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2352'26.7 KM (16.6 MI) SOUTH FROM AYNOR.
 DD2352'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2352'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2352'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG STATE ROAD 99 TO THE
 DD2352'JUNCTION OF STATE ROAD 24 IN JORDANVILLE, CONTINUE 6.85 KM (4.25 MI)
 DD2352'SOUTHERLY ALONG ROAD 24 TO THE JUNCTION OF U.S. HIGHWAY 378 (PEE DEE
 DD2352'CROSSROADS), CONTINUE 10.0 KM (6.2 MI) SOUTHERLY ALONG ROAD 24, SET
 DD2352'NEAR A POWER POLE IN THE NORTHEAST ANGLE OF STATE ROAD 79, ADD - MAY
 DD2352'ALSO BE REACHED BY GOING 1.05 KM (0.65 MI) WESTERLY ALONG U.S.
 DD2352'HIGHWAY 378 (3RD AVENUE) FROM THE CITY HALL AT U.S. HIGHWAY 501
 DD2352'BUSINESS (MAIN STREET) IN CONWAY TO THE JUNCTION OF U.S. HIGHWAY 701
 DD2352'AND STATE HIGHWAY 905 (4TH AVENUE), THENCE 18.9 KM (11.75 MI)
 DD2352'WEST-SOUTHWEST AND SOUTHERLY ALONG HIGHWAY 701, THENCE 5.8 KM (3.6
 DD2352'MI) NORTHWESTERLY ALONG STATE ROAD 237 TO A SAND ROAD LEFT, CONTINUE
 DD2352'4.9 KM (3.05 MI) NORTHERLY ALONG STATE ROAD 24, 11.56 (37.9 FT)
 DD2352'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF AN OLD CHURCH, 22.93
 DD2352'METERS (75.2 FT) NORTH-NORTHEAST OF THE CENTER OF ROAD 79, 32.23
 DD2352'METERS (105.7 FT) EAST-NORTHEAST OF THE CENTER OF ROAD 24, 15.38
 DD2352'METERS (50.45 FT) NORTHWEST OF THE CENTER OF A HEADSTONE (MARTIN),
 DD2352'9.75 METERS (32.0 FT) EAST OF THE POWER POLE.
 DD2352'THE MARK IS 9.78 METERS  E FROM  A WITNESS POST
 DD2352'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2353 ***********************************************************************
 DD2353  DESIGNATION -  26 394
 DD2353  PID         -  DD2353
 DD2353  STATE/COUNTY-  SC/HORRY
 DD2353  USGS QUAD   -  DONGOLA (1980)
 DD2353
 DD2353                         *CURRENT SURVEY CONTROL
 DD2353  ___________________________________________________________________
 DD2353* NAD 83(1986)-  33 45 07.     (N)    079 10 53.     (W)     SCALED    
 DD2353* NAVD 88     -         5.992  (meters)      19.66   (feet)  ADJUSTED  
 DD2353  ___________________________________________________________________
 DD2353  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 DD2353  DYNAMIC HT  -           5.986 (meters)      19.64  (feet)  COMP
 DD2353  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 DD2353
 DD2353  VERT ORDER  -  FIRST     CLASS II
 DD2353
 DD2353.The horizontal coordinates were scaled from a topographic map and have
 DD2353.an estimated accuracy of +/- 6 seconds.
 DD2353
 DD2353.The orthometric height was determined by differential leveling
 DD2353.and adjusted by the National Geodetic Survey in June 1991..
 DD2353
 DD2353.The geoid height was determined by GEOID03.
 DD2353
 DD2353.The dynamic height is computed by dividing the NAVD 88
 DD2353.geopotential number by the normal gravity value computed on the
 DD2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2353.degrees latitude (g = 980.6199 gals.).
 DD2353
 DD2353.The modeled gravity was interpolated from observed gravity values.
 DD2353
 DD2353;                    North         East    Units  Estimated Accuracy
 DD2353;SPC SC       -   214,250.      778,060.      MT  (+/- 180 meters Scaled)
 DD2353
 DD2353                          SUPERSEDED SURVEY CONTROL
 DD2353
 DD2353  NGVD 29 (03/21/89)    6.296  (m)           20.66   (f) ADJUSTED    1 2
 DD2353
 DD2353.Superseded values are not recommended for survey control.
 DD2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2353.See file dsdata.txt to determine how the superseded data were derived.
 DD2353
 DD2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT684361(NAD 83)
 DD2353_MARKER: DD = SURVEY DISK
 DD2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2353_SP_SET: CONCRETE POST
 DD2353_STAMPING: VERT 26 394 1987
 DD2353_MARK LOGO: SCGS  
 DD2353_PROJECTION: RECESSED 3 CENTIMETERS
 DD2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2353+STABILITY: SURFACE MOTION
 DD2353
 DD2353  HISTORY     - Date     Condition        Report By
 DD2353  HISTORY     - 1987     MONUMENTED       SCGS
 DD2353
 DD2353                          STATION DESCRIPTION
 DD2353
 DD2353'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2353'15.0 KM (9.35 MI) SW FROM CONWAY.
 DD2353'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2353'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2353'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (FOURTH
 DD2353'AVENUE), THENCE 18.9 KM (11.75 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2353'HIGHWAY 701, THENCE 5.8 KM (3.6 MI) NORTHWESTERLY ALONG STATE ROAD
 DD2353'237 TO A SAND ROAD LEFT, CONTINUE 4.2 KM (2.6 MI) NORTHERLY ALONG
 DD2353'STATE ROAD 24, THENCE 0.15 KM (0.1 MI) EASTERLY ALONG A SAND
 DD2353'DRIVEWAY, SET NEAR A SECURITY LIGHT POLE AND IN LINE WITH THE NORTH
 DD2353'SIDE OF A BRICK HOUSE, 26.05 METERS (85.5 FT) EAST-NORTHEAST OF THE
 DD2353'NORTHEAST CORNER OF THE HOUSE, 16.5 METERS (54.1 FT) EAST-SOUTHEAST
 DD2353'OF A POWER POLE WITH A TRANSFORMER, 11.0 METERS (36.1 FT)
 DD2353'SOUTH-SOUTHWEST OF A CORNER OF A FIVE FOOT WOODEN FENCE, 3.11 METERS
 DD2353'(10.2 FT) NORTHWEST OF THE POWER POLE.
 DD2353'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2354 ***********************************************************************
 DD2354  DESIGNATION -  26 395
 DD2354  PID         -  DD2354
 DD2354  STATE/COUNTY-  SC/HORRY
 DD2354  USGS QUAD   -  YAUHANNAH (1973)
 DD2354
 DD2354                         *CURRENT SURVEY CONTROL
 DD2354  ___________________________________________________________________
 DD2354* NAD 83(1986)-  33 44 19.     (N)    079 10 31.     (W)     SCALED    
 DD2354* NAVD 88     -         4.678  (meters)      15.35   (feet)  ADJUSTED  
 DD2354  ___________________________________________________________________
 DD2354  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DD2354  DYNAMIC HT  -           4.673 (meters)      15.33  (feet)  COMP
 DD2354  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 DD2354
 DD2354  VERT ORDER  -  FIRST     CLASS II
 DD2354
 DD2354.The horizontal coordinates were scaled from a topographic map and have
 DD2354.an estimated accuracy of +/- 6 seconds.
 DD2354
 DD2354.The orthometric height was determined by differential leveling
 DD2354.and adjusted by the National Geodetic Survey in June 1991..
 DD2354
 DD2354.The geoid height was determined by GEOID03.
 DD2354
 DD2354.The dynamic height is computed by dividing the NAVD 88
 DD2354.geopotential number by the normal gravity value computed on the
 DD2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2354.degrees latitude (g = 980.6199 gals.).
 DD2354
 DD2354.The modeled gravity was interpolated from observed gravity values.
 DD2354
 DD2354;                    North         East    Units  Estimated Accuracy
 DD2354;SPC SC       -   212,780.      778,650.      MT  (+/- 180 meters Scaled)
 DD2354
 DD2354                          SUPERSEDED SURVEY CONTROL
 DD2354
 DD2354  NGVD 29 (03/21/89)    4.981  (m)           16.34   (f) ADJUSTED    1 2
 DD2354
 DD2354.Superseded values are not recommended for survey control.
 DD2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2354.See file dsdata.txt to determine how the superseded data were derived.
 DD2354
 DD2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT690346(NAD 83)
 DD2354_MARKER: DD = SURVEY DISK
 DD2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2354_SP_SET: CONCRETE POST
 DD2354_STAMPING: VERT 26 395 1987
 DD2354_MARK LOGO: SCGS  
 DD2354_PROJECTION: FLUSH
 DD2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2354+STABILITY: SURFACE MOTION
 DD2354
 DD2354  HISTORY     - Date     Condition        Report By
 DD2354  HISTORY     - 1987     MONUMENTED       SCGS
 DD2354
 DD2354                          STATION DESCRIPTION
 DD2354
 DD2354'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2354'15.6 KM (9.7 MI) SW FROM CONWAY.
 DD2354'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2354'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2354'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2354'AVENUE), THENCE 18.9 KM (11.75 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2354'HIGHWAY 701, THENCE 5.8 KM (3.6 MI) NORTHWESTERLY ALONG STATE ROAD
 DD2354'237 TO A SAND ROAD LEFT, CONTINUE 2.75 KM (1.7 MI) NORTHERLY ALONG
 DD2354'STATE ROAD 24, SET BETWEEN TWO POWER POLES AT A MAJOR POWER LINE
 DD2354'CROSSING, 11.33 METERS (37.2 FT) WEST-SOUTHWEST OF THE CENTER OF THE
 DD2354'ROAD, 2.8 METERS (9.2 FT) SOUTH-SOUTHWEST OF THE NORTH POWER POLE,
 DD2354'2.7 METERS (8.9 FT) NORTH-NORTHEAST OF SOUTH POWER POLE NUMBER 100.
 DD2354'THE MARK IS 2.78 METERS  SSW FROM  A WITNESS POST
 DD2354'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2355 ***********************************************************************
 DD2355  DESIGNATION -  26 396
 DD2355  PID         -  DD2355
 DD2355  STATE/COUNTY-  SC/HORRY
 DD2355  USGS QUAD   -  YAUHANNAH (1973)
 DD2355
 DD2355                         *CURRENT SURVEY CONTROL
 DD2355  ___________________________________________________________________
 DD2355* NAD 83(1986)-  33 43 35.     (N)    079 10 04.     (W)     SCALED    
 DD2355* NAVD 88     -         6.215  (meters)      20.39   (feet)  ADJUSTED  
 DD2355  ___________________________________________________________________
 DD2355  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DD2355  DYNAMIC HT  -           6.208 (meters)      20.37  (feet)  COMP
 DD2355  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 DD2355
 DD2355  VERT ORDER  -  FIRST     CLASS II
 DD2355
 DD2355.The horizontal coordinates were scaled from a topographic map and have
 DD2355.an estimated accuracy of +/- 6 seconds.
 DD2355
 DD2355.The orthometric height was determined by differential leveling
 DD2355.and adjusted by the National Geodetic Survey in June 1991..
 DD2355
 DD2355.The geoid height was determined by GEOID03.
 DD2355
 DD2355.The dynamic height is computed by dividing the NAVD 88
 DD2355.geopotential number by the normal gravity value computed on the
 DD2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2355.degrees latitude (g = 980.6199 gals.).
 DD2355
 DD2355.The modeled gravity was interpolated from observed gravity values.
 DD2355
 DD2355;                    North         East    Units  Estimated Accuracy
 DD2355;SPC SC       -   211,440.      779,370.      MT  (+/- 180 meters Scaled)
 DD2355
 DD2355                          SUPERSEDED SURVEY CONTROL
 DD2355
 DD2355  NGVD 29 (03/21/89)    6.517  (m)           21.38   (f) ADJUSTED    1 2
 DD2355
 DD2355.Superseded values are not recommended for survey control.
 DD2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2355.See file dsdata.txt to determine how the superseded data were derived.
 DD2355
 DD2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT697333(NAD 83)
 DD2355_MARKER: DD = SURVEY DISK
 DD2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2355_SP_SET: CONCRETE POST
 DD2355_STAMPING: VERT 26 396 1987
 DD2355_MARK LOGO: SCGS  
 DD2355_PROJECTION: FLUSH
 DD2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2355+STABILITY: SURFACE MOTION
 DD2355
 DD2355  HISTORY     - Date     Condition        Report By
 DD2355  HISTORY     - 1987     MONUMENTED       SCGS
 DD2355
 DD2355                          STATION DESCRIPTION
 DD2355
 DD2355'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2355'16.3 KM (10.1 MI) SW FROM CONWAY.
 DD2355'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2355'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2355'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2355'AVENUE), THENCE 18.9 KM (11.75 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2355'HIGHWAY 701, THENCE 5.8 KM (3.6 MI) NORTHWESTERLY ALONG STATE ROAD
 DD2355'237 TO A SAND ROAD LEFT, CONTINUE 1.15 KM (0.7 MI) NORTHERLY ALONG
 DD2355'STATE ROAD 24, SET NEAR A POWER POLE AND A TELEPHONE JUNCTION BOX IN
 DD2355'FRONT OF A BRICK HOUSE, 19.52 METERS (64.0 FT) NORTHWEST OF THE
 DD2355'NORTHWEST CORNER OF THE HOUSE, 48.18 METERS (158.1 FT)
 DD2355'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SHINGLE-SIDED HOUSE,
 DD2355'10.85 METERS (35.6 FT) EAST OF THE CENTER OF THE ROAD, 3.38 METERS
 DD2355'(11.1 FT) EAST-NORTHEAST OF THE POWER POLE, 1.19 METERS (3.9 FT) EAST
 DD2355'OF JUNCTION BOX POST 126/X/516.
 DD2355'THE MARK IS 1.25 METERS  E FROM  A WITNESS POST
 DD2355'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2356 ***********************************************************************
 DD2356  DESIGNATION -  26 397
 DD2356  PID         -  DD2356
 DD2356  STATE/COUNTY-  SC/HORRY
 DD2356  USGS QUAD   -  YAUHANNAH (1973)
 DD2356
 DD2356                         *CURRENT SURVEY CONTROL
 DD2356  ___________________________________________________________________
 DD2356* NAD 83(1986)-  33 42 53.     (N)    079 09 42.     (W)     SCALED    
 DD2356* NAVD 88     -         6.937  (meters)      22.76   (feet)  ADJUSTED  
 DD2356  ___________________________________________________________________
 DD2356  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD2356  DYNAMIC HT  -           6.930 (meters)      22.74  (feet)  COMP
 DD2356  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 DD2356
 DD2356  VERT ORDER  -  FIRST     CLASS II
 DD2356
 DD2356.The horizontal coordinates were scaled from a topographic map and have
 DD2356.an estimated accuracy of +/- 6 seconds.
 DD2356
 DD2356.The orthometric height was determined by differential leveling
 DD2356.and adjusted by the National Geodetic Survey in June 1991..
 DD2356
 DD2356.The geoid height was determined by GEOID03.
 DD2356
 DD2356.The dynamic height is computed by dividing the NAVD 88
 DD2356.geopotential number by the normal gravity value computed on the
 DD2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2356.degrees latitude (g = 980.6199 gals.).
 DD2356
 DD2356.The modeled gravity was interpolated from observed gravity values.
 DD2356
 DD2356;                    North         East    Units  Estimated Accuracy
 DD2356;SPC SC       -   210,150.      779,960.      MT  (+/- 180 meters Scaled)
 DD2356
 DD2356                          SUPERSEDED SURVEY CONTROL
 DD2356
 DD2356  NGVD 29 (03/21/89)    7.239  (m)           23.75   (f) ADJUSTED    1 2
 DD2356
 DD2356.Superseded values are not recommended for survey control.
 DD2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2356.See file dsdata.txt to determine how the superseded data were derived.
 DD2356
 DD2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT703320(NAD 83)
 DD2356_MARKER: DD = SURVEY DISK
 DD2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2356_SP_SET: CONCRETE POST
 DD2356_STAMPING: VERT 26 397 1987
 DD2356_MARK LOGO: SCGS  
 DD2356_PROJECTION: FLUSH
 DD2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2356+STABILITY: SURFACE MOTION
 DD2356
 DD2356  HISTORY     - Date     Condition        Report By
 DD2356  HISTORY     - 1987     MONUMENTED       SCGS
 DD2356
 DD2356                          STATION DESCRIPTION
 DD2356
 DD2356'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2356'16.8 KM (10.45 MI) SW FROM CONWAY.
 DD2356'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2356'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2356'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2356'AVENUE), THENCE 18.9 KM (11.75 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2356'HIGHWAY 701, THENCE 5.15 KM (3.2 MI) NORTHWESTERLY ALONG STATE ROAD
 DD2356'237, SET NEAR A QUADRUPLE-TRUNKED OAK TREE ON THE EAST SIDE OF A
 DD2356'BRICK HOUSE AND IN LINE WITH THE FRONT FACE OF THE HOUSE AND ALSO IN
 DD2356'LINE WITH THE WEST WALL OF AN OPEN-STALL GARAGE, 72.1 METERS (236.5
 DD2356'FT) NORTH OF THE CENTER OF THE ROAD, 13.62 METERS (44.7 FT)
 DD2356'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 26.36 METERS
 DD2356'(86.5 FT) SOUTH OF THE SOUTH END OF A BRICK FOUNDATION FOR THE WALL
 DD2356'OF THE GARAGE, 5.4 METERS (17.7 FT) EAST-NORTHEAST OF THE CENTER OF
 DD2356'THE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2357 ***********************************************************************
 DD2357  DESIGNATION -  26 398
 DD2357  PID         -  DD2357
 DD2357  STATE/COUNTY-  SC/HORRY
 DD2357  USGS QUAD   -  YAUHANNAH (1973)
 DD2357
 DD2357                         *CURRENT SURVEY CONTROL
 DD2357  ___________________________________________________________________
 DD2357* NAD 83(1986)-  33 42 36.     (N)    079 08 59.     (W)     SCALED    
 DD2357* NAVD 88     -         5.639  (meters)      18.50   (feet)  ADJUSTED  
 DD2357  ___________________________________________________________________
 DD2357  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DD2357  DYNAMIC HT  -           5.633 (meters)      18.48  (feet)  COMP
 DD2357  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 DD2357
 DD2357  VERT ORDER  -  FIRST     CLASS II
 DD2357
 DD2357.The horizontal coordinates were scaled from a topographic map and have
 DD2357.an estimated accuracy of +/- 6 seconds.
 DD2357
 DD2357.The orthometric height was determined by differential leveling
 DD2357.and adjusted by the National Geodetic Survey in June 1991..
 DD2357
 DD2357.The geoid height was determined by GEOID03.
 DD2357
 DD2357.The dynamic height is computed by dividing the NAVD 88
 DD2357.geopotential number by the normal gravity value computed on the
 DD2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2357.degrees latitude (g = 980.6199 gals.).
 DD2357
 DD2357.The modeled gravity was interpolated from observed gravity values.
 DD2357
 DD2357;                    North         East    Units  Estimated Accuracy
 DD2357;SPC SC       -   209,650.      781,070.      MT  (+/- 180 meters Scaled)
 DD2357
 DD2357                          SUPERSEDED SURVEY CONTROL
 DD2357
 DD2357  NGVD 29 (03/21/89)    5.941  (m)           19.49   (f) ADJUSTED    1 2
 DD2357
 DD2357.Superseded values are not recommended for survey control.
 DD2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2357.See file dsdata.txt to determine how the superseded data were derived.
 DD2357
 DD2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT714315(NAD 83)
 DD2357_MARKER: DD = SURVEY DISK
 DD2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2357_SP_SET: CONCRETE POST
 DD2357_STAMPING: VERT 26 398 1987
 DD2357_MARK LOGO: SCGS  
 DD2357_PROJECTION: FLUSH
 DD2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2357+STABILITY: SURFACE MOTION
 DD2357
 DD2357  HISTORY     - Date     Condition        Report By
 DD2357  HISTORY     - 1987     MONUMENTED       SCGS
 DD2357
 DD2357                          STATION DESCRIPTION
 DD2357
 DD2357'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2357'16.7 KM (10.35 MI) SSW FROM CONWAY.
 DD2357'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2357'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2357'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2357'AVENUE), THENCE 18.9 KM (11.75 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2357'HIGHWAY 701, THENCE 3.85 KM (2.4 MI) NORTHWESTERLY ALONG STATE ROAD
 DD2357'237, SET NEAR A POWER POLE ON THE NORTHWEST SIDE OF A BRICK HOUSE AND
 DD2357'IN LINE WITH THE FRONT FACE OF THE HOUSE, 31.1 METERS (102.0 FT)
 DD2357'SOUTHWEST OF THE CENTER OF THE ROAD, 18.27 METERS (59.9 FT) NORTHEAST
 DD2357'OF THE EAST CORNER OF A SHINGLE-SIDED HOUSE (USE FOR STORAGE), 20.32
 DD2357'METERS (66.7 FT) NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 6.18
 DD2357'METERS (20.3 FT) WEST-NORTHWEST OF THE NORTH CORNER OF A PUMP HOUSE,
 DD2357'1.91 METERS (6.3 FT) SOUTHEAST OF THE POWER POLE.
 DD2357'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2358 ***********************************************************************
 DD2358  DESIGNATION -  26 399
 DD2358  PID         -  DD2358
 DD2358  STATE/COUNTY-  SC/HORRY
 DD2358  USGS QUAD   -  YAUHANNAH (1973)
 DD2358
 DD2358                         *CURRENT SURVEY CONTROL
 DD2358  ___________________________________________________________________
 DD2358* NAD 83(1986)-  33 42 03.     (N)    079 08 18.     (W)     SCALED    
 DD2358* NAVD 88     -         5.444  (meters)      17.86   (feet)  ADJUSTED  
 DD2358  ___________________________________________________________________
 DD2358  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DD2358  DYNAMIC HT  -           5.439 (meters)      17.84  (feet)  COMP
 DD2358  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 DD2358
 DD2358  VERT ORDER  -  FIRST     CLASS II
 DD2358
 DD2358.The horizontal coordinates were scaled from a topographic map and have
 DD2358.an estimated accuracy of +/- 6 seconds.
 DD2358
 DD2358.The orthometric height was determined by differential leveling
 DD2358.and adjusted by the National Geodetic Survey in June 1991..
 DD2358
 DD2358.The geoid height was determined by GEOID03.
 DD2358
 DD2358.The dynamic height is computed by dividing the NAVD 88
 DD2358.geopotential number by the normal gravity value computed on the
 DD2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2358.degrees latitude (g = 980.6199 gals.).
 DD2358
 DD2358.The modeled gravity was interpolated from observed gravity values.
 DD2358
 DD2358;                    North         East    Units  Estimated Accuracy
 DD2358;SPC SC       -   208,650.      782,150.      MT  (+/- 180 meters Scaled)
 DD2358
 DD2358                          SUPERSEDED SURVEY CONTROL
 DD2358
 DD2358  NGVD 29 (03/21/89)    5.746  (m)           18.85   (f) ADJUSTED    1 2
 DD2358
 DD2358.Superseded values are not recommended for survey control.
 DD2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2358.See file dsdata.txt to determine how the superseded data were derived.
 DD2358
 DD2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT725305(NAD 83)
 DD2358_MARKER: DD = SURVEY DISK
 DD2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2358_SP_SET: CONCRETE POST
 DD2358_STAMPING: VERT 26 399 1987
 DD2358_MARK LOGO: SCGS  
 DD2358_PROJECTION: FLUSH
 DD2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2358+STABILITY: SURFACE MOTION
 DD2358
 DD2358  HISTORY     - Date     Condition        Report By
 DD2358  HISTORY     - 1987     MONUMENTED       SCGS
 DD2358
 DD2358                          STATION DESCRIPTION
 DD2358
 DD2358'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2358'17.0 KM (10.55 MI) SSW FROM CONWAY.
 DD2358'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2358'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2358'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2358'AVENUE), THENCE 18.9 KM (11.75 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2358'HIGHWAY 701, THENCE 2.35 KM (1.45 MI) NORTHWESTERLY ALONG STATE ROAD
 DD2358'237, THENCE 0.1 KM (0.05 MI) EAST ALONG A GRASSY DRIVEWAY, SET NEAR
 DD2358'THE NORTH END OF A ROW OF PINE TREES IN FRONT OF A BRICK HOUSE, 19.38
 DD2358'METERS (63.6 FT) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND
 DD2358'SECURITY LIGHT, 16.73 METERS (54.9 FT) WEST OF THE WEST CORNER OF THE
 DD2358'HOUSE, 5.55 METERS (18.2 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE
 DD2358'DRIVEWAY, 2.83 METERS (9.3 FT) NORTH-NORTHWEST OF THE NORTH TREE OF
 DD2358'THE ROW.
 DD2358'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2359 ***********************************************************************
 DD2359  DESIGNATION -  26 400
 DD2359  PID         -  DD2359
 DD2359  STATE/COUNTY-  SC/HORRY
 DD2359  USGS QUAD   -  YAUHANNAH (1973)
 DD2359
 DD2359                         *CURRENT SURVEY CONTROL
 DD2359  ___________________________________________________________________
 DD2359* NAD 83(1986)-  33 41 20.     (N)    079 07 46.     (W)     SCALED    
 DD2359* NAVD 88     -         4.980  (meters)      16.34   (feet)  ADJUSTED  
 DD2359  ___________________________________________________________________
 DD2359  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DD2359  DYNAMIC HT  -           4.975 (meters)      16.32  (feet)  COMP
 DD2359  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 DD2359
 DD2359  VERT ORDER  -  FIRST     CLASS II
 DD2359
 DD2359.The horizontal coordinates were scaled from a topographic map and have
 DD2359.an estimated accuracy of +/- 6 seconds.
 DD2359
 DD2359.The orthometric height was determined by differential leveling
 DD2359.and adjusted by the National Geodetic Survey in June 1991..
 DD2359
 DD2359.The geoid height was determined by GEOID03.
 DD2359
 DD2359.The dynamic height is computed by dividing the NAVD 88
 DD2359.geopotential number by the normal gravity value computed on the
 DD2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2359.degrees latitude (g = 980.6199 gals.).
 DD2359
 DD2359.The modeled gravity was interpolated from observed gravity values.
 DD2359
 DD2359;                    North         East    Units  Estimated Accuracy
 DD2359;SPC SC       -   207,340.      782,990.      MT  (+/- 180 meters Scaled)
 DD2359
 DD2359                          SUPERSEDED SURVEY CONTROL
 DD2359
 DD2359  NGVD 29 (03/21/89)    5.282  (m)           17.33   (f) ADJUSTED    1 2
 DD2359
 DD2359.Superseded values are not recommended for survey control.
 DD2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2359.See file dsdata.txt to determine how the superseded data were derived.
 DD2359
 DD2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT733292(NAD 83)
 DD2359_MARKER: DD = SURVEY DISK
 DD2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2359_SP_SET: CONCRETE POST
 DD2359_STAMPING: VERT 26 400 1987
 DD2359_MARK LOGO: SCGS  
 DD2359_PROJECTION: FLUSH
 DD2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2359+STABILITY: SURFACE MOTION
 DD2359
 DD2359  HISTORY     - Date     Condition        Report By
 DD2359  HISTORY     - 1987     MONUMENTED       SCGS
 DD2359
 DD2359                          STATION DESCRIPTION
 DD2359
 DD2359'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2359'17.9 KM (11.1 MI) SSW FROM CONWAY.
 DD2359'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2359'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2359'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (FOURTH
 DD2359'AVENUE), THENCE 18.9 KM (11.75 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2359'HIGHWAY 701, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY ALONG STATE ROAD
 DD2359'237, SET NEAR A POWER POLE (NOT IN USE) AT THE SOUTH END OF A MOBILE
 DD2359'HOME WITH A BRICK FOUNDATION, 37.1 METERS (121.7 FT) NORTHEAST OF THE
 DD2359'CENTER OF THE ROAD, 13.5 METERS (44.3 FT) SOUTH-SOUTHWEST OF A PECAN
 DD2359'TREE AT THE SOUTHEAST CORNER OF THE HOME, 8.42 METERS (27.6 FT)
 DD2359'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FOUNDATION, 21.89
 DD2359'METERS (71.8 FT) WEST-SOUTHWEST OF A WIRE FENCE CORNER, 0.58 METER
 DD2359'(1.9 FT) NORTHWEST OF THE POWER POLE.
 DD2359'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2360 ***********************************************************************
 DD2360  DESIGNATION -  26 401
 DD2360  PID         -  DD2360
 DD2360  STATE/COUNTY-  SC/HORRY
 DD2360  USGS QUAD   -  BUCKSVILLE (1973)
 DD2360
 DD2360                         *CURRENT SURVEY CONTROL
 DD2360  ___________________________________________________________________
 DD2360* NAD 83(1986)-  33 41 28.     (N)    079 07 04.     (W)     SCALED    
 DD2360* NAVD 88     -         5.136  (meters)      16.85   (feet)  ADJUSTED  
 DD2360  ___________________________________________________________________
 DD2360  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DD2360  DYNAMIC HT  -           5.131 (meters)      16.83  (feet)  COMP
 DD2360  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 DD2360
 DD2360  VERT ORDER  -  FIRST     CLASS II
 DD2360
 DD2360.The horizontal coordinates were scaled from a topographic map and have
 DD2360.an estimated accuracy of +/- 6 seconds.
 DD2360
 DD2360.The orthometric height was determined by differential leveling
 DD2360.and adjusted by the National Geodetic Survey in June 1991..
 DD2360
 DD2360.The geoid height was determined by GEOID03.
 DD2360
 DD2360.The dynamic height is computed by dividing the NAVD 88
 DD2360.geopotential number by the normal gravity value computed on the
 DD2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2360.degrees latitude (g = 980.6199 gals.).
 DD2360
 DD2360.The modeled gravity was interpolated from observed gravity values.
 DD2360
 DD2360;                    North         East    Units  Estimated Accuracy
 DD2360;SPC SC       -   207,610.      784,070.      MT  (+/- 180 meters Scaled)
 DD2360
 DD2360                          SUPERSEDED SURVEY CONTROL
 DD2360
 DD2360  NGVD 29 (03/21/89)    5.437  (m)           17.84   (f) ADJUSTED    1 2
 DD2360
 DD2360.Superseded values are not recommended for survey control.
 DD2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2360.See file dsdata.txt to determine how the superseded data were derived.
 DD2360
 DD2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT744294(NAD 83)
 DD2360_MARKER: DD = SURVEY DISK
 DD2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2360_SP_SET: CONCRETE POST
 DD2360_STAMPING: VERT 26 401 1987
 DD2360_MARK LOGO: SCGS  
 DD2360_PROJECTION: FLUSH
 DD2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2360+STABILITY: SURFACE MOTION
 DD2360
 DD2360  HISTORY     - Date     Condition        Report By
 DD2360  HISTORY     - 1987     MONUMENTED       SCGS
 DD2360
 DD2360                          STATION DESCRIPTION
 DD2360
 DD2360'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2360'17.2 KM (10.7 MI) SSW FROM CONWAY.
 DD2360'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2360'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2360'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2360'AVENUE), THENCE 17.95 KM (11.15 MI) WEST-SOUTHWEST AND SOUTHERLY
 DD2360'ALONG HIGHWAY 701, SET NEAR THE SOUTH CORNER OF THE BUCKSPORT GROCERY
 DD2360'STORE AND POST OFFICE AT THE JUNCTION OF STATE ROAD 48 (HIGHWAY 48),
 DD2360'20.0 METERS (65.6 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.92
 DD2360'METERS (16.1 FT) EAST-NORTHEAST OF A SEVEN FOOT HIGH VENT PIPE FOR
 DD2360'SOME GASOLINE STORAGE TANKS, 0.95 METER (3.1 FT) SOUTHWEST OF THE
 DD2360'SOUTHWEST SIDE OF THE STORE, 1.44 METERS (4.7 FT) WEST OF THE CORNER
 DD2360'OF THE STORE.
 DD2360'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2361 ***********************************************************************
 DD2361  DESIGNATION -  26 402
 DD2361  PID         -  DD2361
 DD2361  STATE/COUNTY-  SC/HORRY
 DD2361  USGS QUAD   -  BUCKSVILLE (1973)
 DD2361
 DD2361                         *CURRENT SURVEY CONTROL
 DD2361  ___________________________________________________________________
 DD2361* NAD 83(1986)-  33 40 47.     (N)    079 06 38.     (W)     SCALED    
 DD2361* NAVD 88     -         4.441  (meters)      14.57   (feet)  ADJUSTED  
 DD2361  ___________________________________________________________________
 DD2361  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD2361  DYNAMIC HT  -           4.437 (meters)      14.56  (feet)  COMP
 DD2361  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 DD2361
 DD2361  VERT ORDER  -  FIRST     CLASS II
 DD2361
 DD2361.The horizontal coordinates were scaled from a topographic map and have
 DD2361.an estimated accuracy of +/- 6 seconds.
 DD2361
 DD2361.The orthometric height was determined by differential leveling
 DD2361.and adjusted by the National Geodetic Survey in June 1991..
 DD2361
 DD2361.The geoid height was determined by GEOID03.
 DD2361
 DD2361.The dynamic height is computed by dividing the NAVD 88
 DD2361.geopotential number by the normal gravity value computed on the
 DD2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2361.degrees latitude (g = 980.6199 gals.).
 DD2361
 DD2361.The modeled gravity was interpolated from observed gravity values.
 DD2361
 DD2361;                    North         East    Units  Estimated Accuracy
 DD2361;SPC SC       -   206,360.      784,760.      MT  (+/- 180 meters Scaled)
 DD2361
 DD2361                          SUPERSEDED SURVEY CONTROL
 DD2361
 DD2361  NGVD 29 (03/21/89)    4.742  (m)           15.56   (f) ADJUSTED    1 2
 DD2361
 DD2361.Superseded values are not recommended for survey control.
 DD2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2361.See file dsdata.txt to determine how the superseded data were derived.
 DD2361
 DD2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT751282(NAD 83)
 DD2361_MARKER: DD = SURVEY DISK
 DD2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2361_SP_SET: CONCRETE POST
 DD2361_STAMPING: VERT 26 402 1987
 DD2361_MARK LOGO: SCGS  
 DD2361_PROJECTION: FLUSH
 DD2361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2361+STABILITY: SURFACE MOTION
 DD2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2361+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2361
 DD2361  HISTORY     - Date     Condition        Report By
 DD2361  HISTORY     - 1987     MONUMENTED       SCGS
 DD2361  HISTORY     - 19920717 GOOD             NGS
 DD2361
 DD2361                          STATION DESCRIPTION
 DD2361
 DD2361'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2361'18.1 KM (11.25 MI) SSW FROM CONWAY.
 DD2361'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DD2361'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2361'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2361'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2361'AVENUE), THENCE 17.95 KM (11.15 MI) WEST-SOUTHWEST AND SOUTHERLY
 DD2361'ALONG HIGHWAY 701, THENCE 1.45 KM (0.9 MI) SOUTHERLY ALONG STATE ROAD
 DD2361'48 (HIGHWAY 48), THENCE 0.1 KM (0.05 MI) EAST-NORTHEAST ALONG A PAVED
 DD2361'DRIVEWAY, SET NEAR THE SOUTHWEST CORNER AND IN LINE WITH THE FRONT
 DD2361'FACE OF THE BUCKSPORT ELEMENTARY SCHOOL, 1.05 METERS (3.4 FT)
 DD2361'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOL, 8.0 METERS
 DD2361'(26.2 FT) NORTH-NORTHWEST OF THE CENTER OF THE DRIVEWAY, 10.75 METERS
 DD2361'(35.3 FT) SOUTHEAST OF A LONE PINE TREE, 2.4 METERS (7.9 FT)
 DD2361'NORTH-NORTHEAST OF A POWER POLE DX1-1/31277 WITH A SECURITY LIGHT.
 DD2361'THE MARK IS 2.4 METERS  NNE FROM  A WITNESS POST
 DD2361
 DD2361                          STATION RECOVERY (1992)
 DD2361
 DD2361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2361'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2361'CITY HALL IN CONWAY, THENCE 18.0 KM (11.20 MI) SOUTHERLY ALONG U.S.
 DD2361'HIGHWAY 701 (4TH AVENUE), THENCE 1.4 KM (0.85 MI) SOUTHEASTERLY ALONG
 DD2361'STATE ROAD S 26 48 (BUCKSPORT ROAD), THENCE 0.1 KM (0.05 MI)
 DD2361'NORTHEASTERLY ALONG A PAVED DRIVEWAY LEADING TO THE BUCKSPORT
 DD2361'ELEMENTARY SCHOOL, 8.5 M (27.9 FT) NORTHEAST OF THE CENTER OF A SAND
 DD2361'DRIVEWAY, 7.9 M (25.9 FT) NORTHWEST OF AND LEVEL WITH THE CENTER OF
 DD2361'THE DRIVEWAY, 2.4 M (7.9 FT) NORTH-NORTHEAST OF A WITNESS POST AND
 DD2361'UTILITY POLE NUMBER DX1 1 31277, 1.1 M (3.6 FT) SOUTH-SOUTHEAST OF
 DD2361'THE SOUTH CORNER OF THE BUILDING, AND THE MONUMENT IS FLUSH WITH THE
 DD2361'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2382 ***********************************************************************
 DD2382  DESIGNATION -  26 403
 DD2382  PID         -  DD2382
 DD2382  STATE/COUNTY-  SC/HORRY
 DD2382  USGS QUAD   -  CONWAY (1980)
 DD2382
 DD2382                         *CURRENT SURVEY CONTROL
 DD2382  ___________________________________________________________________
 DD2382* NAD 83(1986)-  33 47 31.     (N)    079 06 12.     (W)     SCALED    
 DD2382* NAVD 88     -         7.433  (meters)      24.39   (feet)  ADJUSTED  
 DD2382  ___________________________________________________________________
 DD2382  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DD2382  DYNAMIC HT  -           7.426 (meters)      24.36  (feet)  COMP
 DD2382  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 DD2382
 DD2382  VERT ORDER  -  FIRST     CLASS II
 DD2382
 DD2382.The horizontal coordinates were scaled from a topographic map and have
 DD2382.an estimated accuracy of +/- 6 seconds.
 DD2382
 DD2382.The orthometric height was determined by differential leveling
 DD2382.and adjusted by the National Geodetic Survey in June 1991..
 DD2382
 DD2382.The geoid height was determined by GEOID03.
 DD2382
 DD2382.The dynamic height is computed by dividing the NAVD 88
 DD2382.geopotential number by the normal gravity value computed on the
 DD2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2382.degrees latitude (g = 980.6199 gals.).
 DD2382
 DD2382.The modeled gravity was interpolated from observed gravity values.
 DD2382
 DD2382;                    North         East    Units  Estimated Accuracy
 DD2382;SPC SC       -   218,810.      785,200.      MT  (+/- 180 meters Scaled)
 DD2382
 DD2382                          SUPERSEDED SURVEY CONTROL
 DD2382
 DD2382  NGVD 29 (03/21/89)    7.738  (m)           25.39   (f) ADJUSTED    1 2
 DD2382
 DD2382.Superseded values are not recommended for survey control.
 DD2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2382.See file dsdata.txt to determine how the superseded data were derived.
 DD2382
 DD2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT755407(NAD 83)
 DD2382_MARKER: DD = SURVEY DISK
 DD2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2382_SP_SET: CONCRETE POST
 DD2382_STAMPING: VERT 26 403 1987
 DD2382_MARK LOGO: SCGS  
 DD2382_PROJECTION: FLUSH
 DD2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2382+STABILITY: SURFACE MOTION
 DD2382
 DD2382  HISTORY     - Date     Condition        Report By
 DD2382  HISTORY     - 1987     MONUMENTED       SCGS
 DD2382
 DD2382                          STATION DESCRIPTION
 DD2382
 DD2382'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2382'6.8 KM (4.2 MI) SW FROM CONWAY.
 DD2382'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2382'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2382'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2382'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2382'HIGHWAY 701, THENCE 2.9 KM (1.8 MI) SOUTHWESTERLY AND WEST ALONG
 DD2382'STATE ROAD 110, SET NEAR A POWER POLE ON THE EAST SIDE OF A BRICK
 DD2382'HOUSE AND IN LINE WITH THE FRONT FACE OF THE HOUSE, 32.4 METERS
 DD2382'(106.3 FT) NORTH OF THE CENTER OF THE ROAD, 11.05 METERS (36.3 FT)
 DD2382'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 9.0 METERS (29.5 FT) EAST
 DD2382'OF THE CENTER OF A CONCRETE DRIVEWAY TO THE HOUSE, 25.1 METERS (82.3
 DD2382'FT) SOUTH OF A DOUBLE-TRUNKED PINE TREE, 2.4 METERS (7.9 FT)
 DD2382'NORTH-NORTHEAST OF THE POWER POLE.
 DD2382'THE MARK IS 2.5 METERS  NNE FROM  A WITNESS POST
 DD2382'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2374 ***********************************************************************
 DD2374  DESIGNATION -  26 404
 DD2374  PID         -  DD2374
 DD2374  STATE/COUNTY-  SC/HORRY
 DD2374  USGS QUAD   -  DONGOLA (1980)
 DD2374
 DD2374                         *CURRENT SURVEY CONTROL
 DD2374  ___________________________________________________________________
 DD2374* NAD 83(1986)-  33 45 34.     (N)    079 08 42.     (W)     SCALED    
 DD2374* NAVD 88     -        10.928  (meters)      35.85   (feet)  ADJUSTED  
 DD2374  ___________________________________________________________________
 DD2374  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DD2374  DYNAMIC HT  -          10.917 (meters)      35.82  (feet)  COMP
 DD2374  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 DD2374
 DD2374  VERT ORDER  -  FIRST     CLASS II
 DD2374
 DD2374.The horizontal coordinates were scaled from a topographic map and have
 DD2374.an estimated accuracy of +/- 6 seconds.
 DD2374
 DD2374.The orthometric height was determined by differential leveling
 DD2374.and adjusted by the National Geodetic Survey in June 1991..
 DD2374
 DD2374.The geoid height was determined by GEOID03.
 DD2374
 DD2374.The dynamic height is computed by dividing the NAVD 88
 DD2374.geopotential number by the normal gravity value computed on the
 DD2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2374.degrees latitude (g = 980.6199 gals.).
 DD2374
 DD2374.The modeled gravity was interpolated from observed gravity values.
 DD2374
 DD2374;                    North         East    Units  Estimated Accuracy
 DD2374;SPC SC       -   215,140.      781,410.      MT  (+/- 180 meters Scaled)
 DD2374
 DD2374                          SUPERSEDED SURVEY CONTROL
 DD2374
 DD2374  NGVD 29 (03/21/89)   11.232  (m)           36.85   (f) ADJUSTED    1 2
 DD2374
 DD2374.Superseded values are not recommended for survey control.
 DD2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2374.See file dsdata.txt to determine how the superseded data were derived.
 DD2374
 DD2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT717370(NAD 83)
 DD2374_MARKER: DD = SURVEY DISK
 DD2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2374_SP_SET: CONCRETE POST
 DD2374_STAMPING: VERT 26 404 1987
 DD2374_MARK LOGO: SCGS  
 DD2374_PROJECTION: FLUSH
 DD2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2374+STABILITY: SURFACE MOTION
 DD2374
 DD2374  HISTORY     - Date     Condition        Report By
 DD2374  HISTORY     - 1987     MONUMENTED       SCGS
 DD2374
 DD2374                          STATION DESCRIPTION
 DD2374
 DD2374'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2374'12.1 KM (7.5 MI) SW FROM CONWAY.
 DD2374'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2374'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2374'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2374'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2374'HIGHWAY 701, THENCE 3.55 KM (2.2 MI) SOUTHWESTERLY AND WEST ALONG
 DD2374'STATE ROAD 110, THENCE 4.85 KM (3.0 MI) SOUTHWEST ALONG STATE ROAD
 DD2374'109, SET NEAR A POWER POLE AND A TELEPHONE JUNCTION BOX IN FRONT OF A
 DD2374'BRICK HOUSE, 11.6 METERS (38.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 DD2374'THE ROAD, 13.8 METERS (45.3 FT) NORTH-NORTHWEST OF THE NORTHWEST
 DD2374'CORNER OF THE HOUSE, 2.85 METERS (9.4 FT) EAST OF THE POWER POLE, 2.5
 DD2374'METERS (8.2 FT) EAST-SOUTHEAST OF THE JUNCTION BOX POST, 9.4 METERS
 DD2374'(30.8 FT) WEST OF THE WEST EDGE OF A SIDEWALK LEADING TO THE HOUSE.
 DD2374'THE MARK IS 2.85 METERS  E FROM  A WITNESS POST
 DD2374'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2373 ***********************************************************************
 DD2373  DESIGNATION -  26 405
 DD2373  PID         -  DD2373
 DD2373  STATE/COUNTY-  SC/HORRY
 DD2373  USGS QUAD   -  DONGOLA (1980)
 DD2373
 DD2373                         *CURRENT SURVEY CONTROL
 DD2373  ___________________________________________________________________
 DD2373* NAD 83(1986)-  33 45 16.     (N)    079 09 41.     (W)     SCALED    
 DD2373* NAVD 88     -         7.723  (meters)      25.34   (feet)  ADJUSTED  
 DD2373  ___________________________________________________________________
 DD2373  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DD2373  DYNAMIC HT  -           7.715 (meters)      25.31  (feet)  COMP
 DD2373  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 DD2373
 DD2373  VERT ORDER  -  FIRST     CLASS II
 DD2373
 DD2373.The horizontal coordinates were scaled from a topographic map and have
 DD2373.an estimated accuracy of +/- 6 seconds.
 DD2373
 DD2373.The orthometric height was determined by differential leveling
 DD2373.and adjusted by the National Geodetic Survey in June 1991..
 DD2373
 DD2373.The geoid height was determined by GEOID03.
 DD2373
 DD2373.The dynamic height is computed by dividing the NAVD 88
 DD2373.geopotential number by the normal gravity value computed on the
 DD2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2373.degrees latitude (g = 980.6199 gals.).
 DD2373
 DD2373.The modeled gravity was interpolated from observed gravity values.
 DD2373
 DD2373;                    North         East    Units  Estimated Accuracy
 DD2373;SPC SC       -   214,560.      779,900.      MT  (+/- 180 meters Scaled)
 DD2373
 DD2373                          SUPERSEDED SURVEY CONTROL
 DD2373
 DD2373  NGVD 29 (03/21/89)    8.027  (m)           26.34   (f) ADJUSTED    1 2
 DD2373
 DD2373.Superseded values are not recommended for survey control.
 DD2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2373.See file dsdata.txt to determine how the superseded data were derived.
 DD2373
 DD2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT702364(NAD 83)
 DD2373_MARKER: DD = SURVEY DISK
 DD2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2373_SP_SET: CONCRETE POST
 DD2373_STAMPING: VERT 26 405 1987
 DD2373_MARK LOGO: SCGS  
 DD2373_PROJECTION: FLUSH
 DD2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2373+STABILITY: SURFACE MOTION
 DD2373
 DD2373  HISTORY     - Date     Condition        Report By
 DD2373  HISTORY     - 1987     MONUMENTED       SCGS
 DD2373
 DD2373                          STATION DESCRIPTION
 DD2373
 DD2373'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2373'13.5 KM (8.4 MI) SW FROM CONWAY.
 DD2373'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2373'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2373'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2373'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2373'HIGHWAY 701, THENCE 3.55 KM (2.2 MI) SOUTHWESTERLY AND WEST ALONG
 DD2373'STATE ROAD 110, THENCE 6.45 KM (4.0 MI) SOUTHWESTERLY ALONG STATE
 DD2373'ROAD 109, SET IN THE YARD OF A VINYL-SIDED HOUSE IN THE EAST ANGLE OF
 DD2373'STATE ROAD 79, 20.95 METERS (68.7 FT) NORTH-NORTHEAST OF THE CENTER
 DD2373'OF ROAD 79, 20.4 METERS (66.9 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 DD2373'ROAD 109, 38.85 METERS (127.5 FT) WEST-NORTHWEST OF THE SOUTH CORNER
 DD2373'OF THE HOUSE, 23.25 METERS (76.3 FT) SOUTHWEST OF A TELEPHONE
 DD2373'JUNCTION BOX POST, 25.35 METERS (83.2 FT) EAST OF A POWER POLE.
 DD2373'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2372 ***********************************************************************
 DD2372  DESIGNATION -  26 406
 DD2372  PID         -  DD2372
 DD2372  STATE/COUNTY-  SC/HORRY
 DD2372  USGS QUAD   -  DONGOLA (1980)
 DD2372
 DD2372                         *CURRENT SURVEY CONTROL
 DD2372  ___________________________________________________________________
 DD2372* NAD 83(1986)-  33 45 14.     (N)    079 10 33.     (W)     SCALED    
 DD2372* NAVD 88     -         5.500  (meters)      18.04   (feet)  ADJUSTED  
 DD2372  ___________________________________________________________________
 DD2372  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DD2372  DYNAMIC HT  -           5.495 (meters)      18.03  (feet)  COMP
 DD2372  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 DD2372
 DD2372  VERT ORDER  -  FIRST     CLASS II
 DD2372
 DD2372.The horizontal coordinates were scaled from a topographic map and have
 DD2372.an estimated accuracy of +/- 6 seconds.
 DD2372
 DD2372.The orthometric height was determined by differential leveling
 DD2372.and adjusted by the National Geodetic Survey in June 1991..
 DD2372
 DD2372.The geoid height was determined by GEOID03.
 DD2372
 DD2372.The dynamic height is computed by dividing the NAVD 88
 DD2372.geopotential number by the normal gravity value computed on the
 DD2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2372.degrees latitude (g = 980.6199 gals.).
 DD2372
 DD2372.The modeled gravity was interpolated from observed gravity values.
 DD2372
 DD2372;                    North         East    Units  Estimated Accuracy
 DD2372;SPC SC       -   214,470.      778,570.      MT  (+/- 180 meters Scaled)
 DD2372
 DD2372                          SUPERSEDED SURVEY CONTROL
 DD2372
 DD2372  NGVD 29 (03/21/89)    5.804  (m)           19.04   (f) ADJUSTED    1 2
 DD2372
 DD2372.Superseded values are not recommended for survey control.
 DD2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2372.See file dsdata.txt to determine how the superseded data were derived.
 DD2372
 DD2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT689363(NAD 83)
 DD2372_MARKER: DD = SURVEY DISK
 DD2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2372_SP_SET: CONCRETE POST
 DD2372_STAMPING: VERT 26 406 1987
 DD2372_MARK LOGO: SCGS  
 DD2372_PROJECTION: FLUSH
 DD2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2372+STABILITY: SURFACE MOTION
 DD2372
 DD2372  HISTORY     - Date     Condition        Report By
 DD2372  HISTORY     - 1987     MONUMENTED       SCGS
 DD2372
 DD2372                          STATION DESCRIPTION
 DD2372
 DD2372'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2372'14.6 KM (9.05 MI) SW FROM CONWAY.
 DD2372'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2372'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2372'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2372'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2372'HIGHWAY 701, THENCE 3.55 KM (2.2 MI) SOUTHWESTERLY AND WEST ALONG
 DD2372'STATE ROAD 110, THENCE 6.45 KM (4.0 MI) SOUTHWESTERLY ALONG STATE
 DD2372'ROAD 109 TO A PAVED ROAD LEFT (JUNCTION OF STATE ROAD 79), CONTINUE
 DD2372'1.35 KM (0.85 MI) WESTERLY ALONG ROAD 79, SET NEAR A POWER POLE IN
 DD2372'FRONT OF A WOODEN HOUSE AND IN LINE WITH THE NORTHWEST SIDE OF THE
 DD2372'HOUSE, 17.6 METERS (57.7 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 DD2372'11.1 METERS (36.4 FT) WEST-SOUTHWEST OF THE WEST CORNER OF THE HOUSE,
 DD2372'29.6 METERS (97.1 FT) NORTHWEST OF A HAND-OPERATED WATER PUMP, 1.45
 DD2372'METERS (4.8 FT) SOUTHWEST OF THE POWER POLE.
 DD2372'THE MARK IS 1.30 METERS  SW FROM  A WITNESS POST
 DD2372'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2383 ***********************************************************************
 DD2383  DESIGNATION -  26 407
 DD2383  PID         -  DD2383
 DD2383  STATE/COUNTY-  SC/HORRY
 DD2383  USGS QUAD   -  CONWAY (1980)
 DD2383
 DD2383                         *CURRENT SURVEY CONTROL
 DD2383  ___________________________________________________________________
 DD2383* NAD 83(1986)-  33 47 39.     (N)    079 05 21.     (W)     SCALED    
 DD2383* NAVD 88     -         5.644  (meters)      18.52   (feet)  ADJUSTED  
 DD2383  ___________________________________________________________________
 DD2383  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DD2383  DYNAMIC HT  -           5.639 (meters)      18.50  (feet)  COMP
 DD2383  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 DD2383
 DD2383  VERT ORDER  -  FIRST     CLASS II
 DD2383
 DD2383.The horizontal coordinates were scaled from a topographic map and have
 DD2383.an estimated accuracy of +/- 6 seconds.
 DD2383
 DD2383.The orthometric height was determined by differential leveling
 DD2383.and adjusted by the National Geodetic Survey in June 1991..
 DD2383
 DD2383.The geoid height was determined by GEOID03.
 DD2383
 DD2383.The dynamic height is computed by dividing the NAVD 88
 DD2383.geopotential number by the normal gravity value computed on the
 DD2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2383.degrees latitude (g = 980.6199 gals.).
 DD2383
 DD2383.The modeled gravity was interpolated from observed gravity values.
 DD2383
 DD2383;                    North         East    Units  Estimated Accuracy
 DD2383;SPC SC       -   219,080.      786,510.      MT  (+/- 180 meters Scaled)
 DD2383
 DD2383                          SUPERSEDED SURVEY CONTROL
 DD2383
 DD2383  NGVD 29 (03/21/89)    5.949  (m)           19.52   (f) ADJUSTED    1 2
 DD2383
 DD2383.Superseded values are not recommended for survey control.
 DD2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2383.See file dsdata.txt to determine how the superseded data were derived.
 DD2383
 DD2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT768409(NAD 83)
 DD2383_MARKER: DD = SURVEY DISK
 DD2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2383_SP_SET: CONCRETE POST
 DD2383_STAMPING: VERT 26 407 1987
 DD2383_MARK LOGO: SCGS  
 DD2383_PROJECTION: FLUSH
 DD2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2383+STABILITY: SURFACE MOTION
 DD2383
 DD2383  HISTORY     - Date     Condition        Report By
 DD2383  HISTORY     - 1987     MONUMENTED       SCGS
 DD2383
 DD2383                          STATION DESCRIPTION
 DD2383
 DD2383'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2383'5.8 KM (3.6 MI) SW FROM CONWAY.
 DD2383'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2383'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2383'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2383'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2383'HIGHWAY 701, THENCE 1.4 KM (0.9 MI) SOUTHWESTERLY ALONG STATE ROAD
 DD2383'110, SET NEAR A POWER POLE (NOT IN USE) ON THE WEST SIDE OF A WOODEN
 DD2383'HOUSE AND IN LINE WITH THE FRONT FACE OF THE HOUSE, 27.75 METERS
 DD2383'(91.0 FT) NORTHWEST OF THE CENTER OF THE ROAD, 6.33 METERS (20.8 FT)
 DD2383'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 5.1 METERS (16.7
 DD2383'FT) NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL WOODEN BUILDING,
 DD2383'9.15 METERS (30.0 FT) EAST-SOUTHEAST OF A DOUBLE-TRUNKED MAGNOLIA
 DD2383'TREE, 4.45 METERS (14.6 FT) SOUTH-SOUTHEAST OF THE POWER POLE.
 DD2383'THE MARK IS 4.33 METERS  SSE FROM  A WITNESS POST
 DD2383'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2397 ***********************************************************************
 DD2397  DESIGNATION -  26 408
 DD2397  PID         -  DD2397
 DD2397  STATE/COUNTY-  SC/HORRY
 DD2397  USGS QUAD   -  BUCKSVILLE (1973)
 DD2397
 DD2397                         *CURRENT SURVEY CONTROL
 DD2397  ___________________________________________________________________
 DD2397* NAD 83(1986)-  33 43 22.     (N)    079 03 49.     (W)     SCALED    
 DD2397* NAVD 88     -         6.365  (meters)      20.88   (feet)  ADJUSTED  
 DD2397  ___________________________________________________________________
 DD2397  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DD2397  DYNAMIC HT  -           6.359 (meters)      20.86  (feet)  COMP
 DD2397  MODELED GRAV-     979,626.3   (mgal)                       NAVD 88
 DD2397
 DD2397  VERT ORDER  -  FIRST     CLASS II
 DD2397
 DD2397.The horizontal coordinates were scaled from a topographic map and have
 DD2397.an estimated accuracy of +/- 6 seconds.
 DD2397
 DD2397.The orthometric height was determined by differential leveling
 DD2397.and adjusted by the National Geodetic Survey in June 1991..
 DD2397
 DD2397.The geoid height was determined by GEOID03.
 DD2397
 DD2397.The dynamic height is computed by dividing the NAVD 88
 DD2397.geopotential number by the normal gravity value computed on the
 DD2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2397.degrees latitude (g = 980.6199 gals.).
 DD2397
 DD2397.The modeled gravity was interpolated from observed gravity values.
 DD2397
 DD2397;                    North         East    Units  Estimated Accuracy
 DD2397;SPC SC       -   211,210.      789,020.      MT  (+/- 180 meters Scaled)
 DD2397
 DD2397                          SUPERSEDED SURVEY CONTROL
 DD2397
 DD2397  NGVD 29 (03/21/89)    6.672  (m)           21.89   (f) ADJUSTED    1 2
 DD2397
 DD2397.Superseded values are not recommended for survey control.
 DD2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2397.See file dsdata.txt to determine how the superseded data were derived.
 DD2397
 DD2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT794331(NAD 83)
 DD2397_MARKER: DD = SURVEY DISK
 DD2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2397_SP_SET: CONCRETE POST
 DD2397_STAMPING: VERT 26 408 1987
 DD2397_MARK LOGO: SCGS  
 DD2397_PROJECTION: RECESSED 2 CENTIMETERS
 DD2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2397+STABILITY: SURFACE MOTION
 DD2397
 DD2397  HISTORY     - Date     Condition        Report By
 DD2397  HISTORY     - 1987     MONUMENTED       SCGS
 DD2397
 DD2397                          STATION DESCRIPTION
 DD2397
 DD2397'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2397'12.7 KM (7.9 MI) SOUTH FROM CONWAY.
 DD2397'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2397'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2397'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2397'AVENUE), THENCE 10.45 KM (6.5 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2397'HIGHWAY 701, THENCE 3.2 KM (2.0 MI) SOUTHEASTERLY ALONG STATE ROAD
 DD2397'136, SET NEAR A POWER POLE BETWEEN TWO BRICK HOUSES AND IN LINE WITH
 DD2397'THE FRONT FACE OF THE SOUTHERN-MOST HOUSE, 33.1 METERS (108.6 FT)
 DD2397'WEST OF THE CENTER OF THE ROAD, 2.75 METERS (9.0 FT) WEST-SOUTHWEST
 DD2397'OF THE POWER POLE, 10.1 METERS (33.1 FT) NORTH OF THE NORTHEAST
 DD2397'CORNER OF THE SOUTHERN-MOST HOUSE, 20.7 METERS (67.9 FT)
 DD2397'SOUTH-SOUTHEAST OF THE SOUTWEST CORNER OF THE NORTHERN-MOST HOUSE.
 DD2397'THE MARK IS 2.9 METERS  WSW FROM  A WITNESS POST
 DD2397'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2396 ***********************************************************************
 DD2396  DESIGNATION -  26 409
 DD2396  PID         -  DD2396
 DD2396  STATE/COUNTY-  SC/HORRY
 DD2396  USGS QUAD   -  BUCKSVILLE (1973)
 DD2396
 DD2396                         *CURRENT SURVEY CONTROL
 DD2396  ___________________________________________________________________
 DD2396* NAD 83(1986)-  33 44 00.     (N)    079 04 02.     (W)     SCALED    
 DD2396* NAVD 88     -         6.417  (meters)      21.05   (feet)  ADJUSTED  
 DD2396  ___________________________________________________________________
 DD2396  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DD2396  DYNAMIC HT  -           6.411 (meters)      21.03  (feet)  COMP
 DD2396  MODELED GRAV-     979,630.1   (mgal)                       NAVD 88
 DD2396
 DD2396  VERT ORDER  -  FIRST     CLASS II
 DD2396
 DD2396.The horizontal coordinates were scaled from a topographic map and have
 DD2396.an estimated accuracy of +/- 6 seconds.
 DD2396
 DD2396.The orthometric height was determined by differential leveling
 DD2396.and adjusted by the National Geodetic Survey in June 1991..
 DD2396
 DD2396.The geoid height was determined by GEOID03.
 DD2396
 DD2396.The dynamic height is computed by dividing the NAVD 88
 DD2396.geopotential number by the normal gravity value computed on the
 DD2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2396.degrees latitude (g = 980.6199 gals.).
 DD2396
 DD2396.The modeled gravity was interpolated from observed gravity values.
 DD2396
 DD2396;                    North         East    Units  Estimated Accuracy
 DD2396;SPC SC       -   212,380.      788,670.      MT  (+/- 180 meters Scaled)
 DD2396
 DD2396                          SUPERSEDED SURVEY CONTROL
 DD2396
 DD2396  NGVD 29 (03/21/89)    6.723  (m)           22.06   (f) ADJUSTED    1 2
 DD2396
 DD2396.Superseded values are not recommended for survey control.
 DD2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2396.See file dsdata.txt to determine how the superseded data were derived.
 DD2396
 DD2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT790342(NAD 83)
 DD2396_MARKER: DD = SURVEY DISK
 DD2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2396_SP_SET: CONCRETE POST
 DD2396_STAMPING: VERT 26 409 1987
 DD2396_MARK LOGO: SCGS  
 DD2396_PROJECTION: FLUSH
 DD2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2396+STABILITY: SURFACE MOTION
 DD2396
 DD2396  HISTORY     - Date     Condition        Report By
 DD2396  HISTORY     - 1987     MONUMENTED       SCGS
 DD2396
 DD2396                          STATION DESCRIPTION
 DD2396
 DD2396'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2396'11.6 KM (7.2 MI) SOUTH FROM CONWAY.
 DD2396'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2396'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2396'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2396'AVENUE), THENCE 10.45 KM (6.5 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2396'HIGHWAY 701, THENCE 2.0 KM (1.25 MI) SOUTHEASTERLY ALONG STATE ROAD
 DD2396'136, SET NEAR A 14-FOOT STEEL SIGN POLE (UPPER MILL PLANTATION, EST.
 DD2396'1828) IN THE NORTHEAST ANGLE OF UPPERMILL DRIVE, 10.1 METERS (33.1
 DD2396'FT) EAST OF THE CENTER OF THE ROAD, 5.0 METERS (16.4 FT)
 DD2396'NORTH-NORTHWEST OF THE CENTER OF THE DRIVE, 0.95 METER (3.1 FT)
 DD2396'SOUTH-SOUTHEAST OF THE POLE, 1.5 METERS (4.9 FT) NORTH-NORTHEAST OF A
 DD2396'BOARD FENCE CORNER POST ON THE NORTH SIDE OF THE DRIVE, 2.4 METERS
 DD2396'(7.9 FT) SOUTH OF A TELEPHONE JUNCTION BOX POST.
 DD2396'THE MARK IS 0.49 METERS  E FROM  A WITNESS POST
 DD2396'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2393 ***********************************************************************
 DD2393  DESIGNATION -  26 410
 DD2393  PID         -  DD2393
 DD2393  STATE/COUNTY-  SC/HORRY
 DD2393  USGS QUAD   -  BUCKSVILLE (1973)
 DD2393
 DD2393                         *CURRENT SURVEY CONTROL
 DD2393  ___________________________________________________________________
 DD2393* NAD 83(1986)-  33 44 21.     (N)    079 05 06.     (W)     SCALED    
 DD2393* NAVD 88     -         6.827  (meters)      22.40   (feet)  ADJUSTED  
 DD2393  ___________________________________________________________________
 DD2393  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DD2393  DYNAMIC HT  -           6.820 (meters)      22.38  (feet)  COMP
 DD2393  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 DD2393
 DD2393  VERT ORDER  -  FIRST     CLASS II
 DD2393
 DD2393.The horizontal coordinates were scaled from a topographic map and have
 DD2393.an estimated accuracy of +/- 6 seconds.
 DD2393
 DD2393.The orthometric height was determined by differential leveling
 DD2393.and adjusted by the National Geodetic Survey in June 1991..
 DD2393
 DD2393.The geoid height was determined by GEOID03.
 DD2393
 DD2393.The dynamic height is computed by dividing the NAVD 88
 DD2393.geopotential number by the normal gravity value computed on the
 DD2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2393.degrees latitude (g = 980.6199 gals.).
 DD2393
 DD2393.The modeled gravity was interpolated from observed gravity values.
 DD2393
 DD2393;                    North         East    Units  Estimated Accuracy
 DD2393;SPC SC       -   212,990.      787,010.      MT  (+/- 180 meters Scaled)
 DD2393
 DD2393                          SUPERSEDED SURVEY CONTROL
 DD2393
 DD2393  NGVD 29 (03/21/89)    7.133  (m)           23.40   (f) ADJUSTED    1 2
 DD2393
 DD2393.Superseded values are not recommended for survey control.
 DD2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2393.See file dsdata.txt to determine how the superseded data were derived.
 DD2393
 DD2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT773348(NAD 83)
 DD2393_MARKER: DD = SURVEY DISK
 DD2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2393_SP_SET: CONCRETE POST
 DD2393_STAMPING: VERT 26 410 1987
 DD2393_MARK LOGO: SCGS  
 DD2393_PROJECTION: RECESSED 2 CENTIMETERS
 DD2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2393+STABILITY: SURFACE MOTION
 DD2393
 DD2393  HISTORY     - Date     Condition        Report By
 DD2393  HISTORY     - 1987     MONUMENTED       SCGS
 DD2393
 DD2393                          STATION DESCRIPTION
 DD2393
 DD2393'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2393'11.3 KM (7.0 MI) SSW FROM CONWAY.
 DD2393'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2393'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2393'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2393'AVENUE), THENCE 11.45 KM (7.1 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2393'HIGHWAY 701, THENCE 0.4 KM (0.25 MI) WEST ALONG STATE ROAD 79, SET IN
 DD2393'LINE WITH THE FRONT FACE OF A BRICK HOUSE AND THE EAST SIDE OF A
 DD2393'BRICK PUMP SHED, 24.06 METERS (78.9 FT) SOUTH OF THE CENTER OF THE
 DD2393'ROAD, 25.95 METERS (85.1 FT) WEST OF THE NORTHWEST CORNER OF THE
 DD2393'HOUSE, 9.56 METERS (31.4 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 DD2393'SHED, 5.3 METERS (17.4 FT) EAST OF A 15-INCH SWEETGUM TREE, 11.15
 DD2393'METERS (36.6 FT) WEST OF AN 18-INCH WATER OAK TREE.
 DD2393'THE MARK IS 11.0 METERS  S FROM  A WITNESS POST
 DD2393'THE MARK IS 0.1 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2394 ***********************************************************************
 DD2394  DESIGNATION -  26 411
 DD2394  PID         -  DD2394
 DD2394  STATE/COUNTY-  SC/HORRY
 DD2394  USGS QUAD   -  BUCKSVILLE (1973)
 DD2394
 DD2394                         *CURRENT SURVEY CONTROL
 DD2394  ___________________________________________________________________
 DD2394* NAD 83(1986)-  33 44 17.     (N)    079 06 21.     (W)     SCALED    
 DD2394* NAVD 88     -         8.786  (meters)      28.83   (feet)  ADJUSTED  
 DD2394  ___________________________________________________________________
 DD2394  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DD2394  DYNAMIC HT  -           8.777 (meters)      28.80  (feet)  COMP
 DD2394  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 DD2394
 DD2394  VERT ORDER  -  FIRST     CLASS II
 DD2394
 DD2394.The horizontal coordinates were scaled from a topographic map and have
 DD2394.an estimated accuracy of +/- 6 seconds.
 DD2394
 DD2394.The orthometric height was determined by differential leveling
 DD2394.and adjusted by the National Geodetic Survey in June 1991..
 DD2394
 DD2394.The geoid height was determined by GEOID03.
 DD2394
 DD2394.The dynamic height is computed by dividing the NAVD 88
 DD2394.geopotential number by the normal gravity value computed on the
 DD2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2394.degrees latitude (g = 980.6199 gals.).
 DD2394
 DD2394.The modeled gravity was interpolated from observed gravity values.
 DD2394
 DD2394;                    North         East    Units  Estimated Accuracy
 DD2394;SPC SC       -   212,830.      785,080.      MT  (+/- 180 meters Scaled)
 DD2394
 DD2394                          SUPERSEDED SURVEY CONTROL
 DD2394
 DD2394  NGVD 29 (03/21/89)    9.092  (m)           29.83   (f) ADJUSTED    1 2
 DD2394
 DD2394.Superseded values are not recommended for survey control.
 DD2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2394.See file dsdata.txt to determine how the superseded data were derived.
 DD2394
 DD2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT754347(NAD 83)
 DD2394_MARKER: DD = SURVEY DISK
 DD2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2394_SP_SET: CONCRETE POST
 DD2394_STAMPING: VERT 26 411 1987
 DD2394_MARK LOGO: SCGS  
 DD2394_PROJECTION: FLUSH
 DD2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2394+STABILITY: SURFACE MOTION
 DD2394
 DD2394  HISTORY     - Date     Condition        Report By
 DD2394  HISTORY     - 1987     MONUMENTED       SCGS
 DD2394
 DD2394                          STATION DESCRIPTION
 DD2394
 DD2394'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2394'12.1 KM (7.5 MI) SSW FROM CONWAY.
 DD2394'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2394'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2394'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2394'AVENUE), THENCE 11.45 KM (7.1 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2394'HIGHWAY 701, THENCE 1.95 KM (1.2 MI) WEST ALONG STATE ROAD 79 TO A
 DD2394'SAND CROSSROAD (SPAIN STREET), SET IN LINE WITH THE FRONT FACE OF A
 DD2394'VINYL-SIDED HOUSE ON THE EAST SIDE OF A CONCRETE BLOCK PUMP SHED IN
 DD2394'THE SOUTHWEST ANGLE OF THE CROSSROAD, 33.65 METERS (110.4 FT) SOUTH
 DD2394'OF THE CENTER OF THE ROAD, 27.4 METERS (89.9 FT) WEST OF THE CENTER
 DD2394'OF THE SAND ROAD, 13.7 METERS (44.9 FT) EAST OF THE NORTHEAST CORNER
 DD2394'OF THE HOUSE, 20.0 METERS (65.6 FT) NORTH OF THE NORTHEAST CORNER OF
 DD2394'THE PUMP SHED, 4.9 METERS (16.1 FT) SOUTH OF A POWER POLE WITH A
 DD2394'SECURITY LIGHT, 14.0 METERS (45.9 FT) SOUTH OF A 4-INCH MAGNOLIA
 DD2394'TREE.
 DD2394'THE MARK IS 0.5 M BELOW ROAD 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2823 ***********************************************************************
 CK2823  DESIGNATION -  26 WDL
 CK2823  PID         -  CK2823
 CK2823  STATE/COUNTY-  SC/CHARLESTON
 CK2823  USGS QUAD   -  LADSON (1979)
 CK2823
 CK2823                         *CURRENT SURVEY CONTROL
 CK2823  ___________________________________________________________________
 CK2823* NAD 83(1986)-  32 53 11.     (N)    080 06 47.     (W)     SCALED    
 CK2823* NAVD 88     -         7.726  (meters)      25.35   (feet)  ADJUSTED  
 CK2823  ___________________________________________________________________
 CK2823  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 CK2823  DYNAMIC HT  -           7.717 (meters)      25.32  (feet)  COMP
 CK2823  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 CK2823
 CK2823  VERT ORDER  -  FIRST     CLASS II
 CK2823
 CK2823.The horizontal coordinates were scaled from a topographic map and have
 CK2823.an estimated accuracy of +/- 6 seconds.
 CK2823
 CK2823.The orthometric height was determined by differential leveling
 CK2823.and adjusted by the National Geodetic Survey in June 1991..
 CK2823
 CK2823.The geoid height was determined by GEOID03.
 CK2823
 CK2823.The dynamic height is computed by dividing the NAVD 88
 CK2823.geopotential number by the normal gravity value computed on the
 CK2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2823.degrees latitude (g = 980.6199 gals.).
 CK2823
 CK2823.The modeled gravity was interpolated from observed gravity values.
 CK2823
 CK2823;                    North         East    Units  Estimated Accuracy
 CK2823;SPC SC       -   117,140.      692,580.      MT  (+/- 180 meters Scaled)
 CK2823
 CK2823                          SUPERSEDED SURVEY CONTROL
 CK2823
 CK2823  NGVD 29 (03/21/89)    8.021  (m)           26.32   (f) ADJUSTED    1 2
 CK2823
 CK2823.Superseded values are not recommended for survey control.
 CK2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2823.See file dsdata.txt to determine how the superseded data were derived.
 CK2823
 CK2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS829390(NAD 83)
 CK2823_MARKER: DD = SURVEY DISK
 CK2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2823_SP_SET: CONCRETE POST
 CK2823_STAMPING: 12 26 WDL 1957
 CK2823_MARK LOGO: USGS  
 CK2823_PROJECTION: FLUSH
 CK2823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2823+STABILITY: SURFACE MOTION
 CK2823
 CK2823  HISTORY     - Date     Condition        Report By
 CK2823  HISTORY     - 1957     MONUMENTED       USGS
 CK2823  HISTORY     - 1984     GOOD             SCGS
 CK2823
 CK2823                          STATION DESCRIPTION
 CK2823
 CK2823'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2823'10.8 KM (6.7 MI) NW FROM NORTH CHARLESTON.
 CK2823'13.0 KILOMETERS (8.1 MILES) NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 CK2823'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR A POWER POLE AT
 CK2823'THE INTERSECTION OF A SAND ROAD LEADING TO BEAR SWAMP, 25.3 METERS
 CK2823'(83.0 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CK2823'4.0 METERS (13.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 CK2823'SAND ROAD, 11.7 METERS (38.6 FEET) SOUTH-SOUTHEAST OF BENCHMARK 10 234
 CK2823'SCGS, 0.8 METER (2.5 FEET) SOUTH-SOUTHEAST OF THE POWER POLE NUMBER
 CK2823'24789.
 CK2823'THE MARK IS 12.2 METERS  SSE FROM A WITNESS POST.
 CK2823'THE MARK IS 0.60 M ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5774 ***********************************************************************
 CK5774  HT_MOD      -  This is a Height Modernization Survey Station.
 CK5774  DESIGNATION -  2620
 CK5774  PID         -  CK5774
 CK5774  STATE/COUNTY-  SC/CHARLESTON
 CK5774  USGS QUAD   -  ROCKVILLE (1971)
 CK5774
 CK5774                         *CURRENT SURVEY CONTROL
 CK5774  ___________________________________________________________________
 CK5774* NAD 83(2001)-  32 35 01.42243(N)    080 08 06.30607(W)     ADJUSTED  
 CK5774* NAVD 88     -         3.82   (meters)      12.5    (feet)  GPS OBS   
 CK5774  ___________________________________________________________________
 CK5774  X           -     921,639.235 (meters)                     COMP
 CK5774  Y           -  -5,299,914.365 (meters)                     COMP
 CK5774  Z           -   3,415,134.960 (meters)                     COMP
 CK5774  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 CK5774  ELLIP HEIGHT-         -28.97  (meters)          (05/31/05) GPS OBS
 CK5774  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK5774  DYNAMIC HT  -           3.82  (meters)      12.5   (feet)  COMP
 CK5774  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CK5774
 CK5774  HORZ ORDER  -  FIRST
 CK5774  VERT ORDER  -  THIRD (See Below)
 CK5774  ELLP ORDER  -  FOURTH    CLASS I
 CK5774
 CK5774.The horizontal coordinates were established by GPS observations
 CK5774.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 CK5774
 CK5774.The orthometric height was determined by GPS observations and a
 CK5774.high-resolution geoid model using precise GPS observation and
 CK5774.processing techniques. It supersedes the leveled height previously
 CK5774.determined for this station.
 CK5774.The vertical order pertains to the first NAVD 88 superseded value.
 CK5774
 CK5774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5774
 CK5774.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5774
 CK5774.The ellipsoidal height was determined by GPS observations
 CK5774.and is referenced to NAD 83.
 CK5774
 CK5774.The geoid height was determined by GEOID03.
 CK5774
 CK5774.The dynamic height is computed by dividing the NAVD 88
 CK5774.geopotential number by the normal gravity value computed on the
 CK5774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5774.degrees latitude (g = 980.6199 gals.).
 CK5774
 CK5774.The modeled gravity was interpolated from observed gravity values.
 CK5774
 CK5774;                    North         East     Units Scale Factor Converg.
 CK5774;SPC SC       -    83,561.647   690,803.253   MT  0.99997156   +0 28 46.2
 CK5774;SPC SC       -   274,152.39  2,266,414.87   iFT  0.99997156   +0 28 46.2
 CK5774;UTM  17      - 3,605,470.549   581,175.333   MT  0.99968125   +0 27 56.9
 CK5774
 CK5774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5774!SPC SC       -   1.00000455  x   0.99997156  =   0.99997611
 CK5774!UTM  17      -   1.00000455  x   0.99968125  =   0.99968580
 CK5774
 CK5774                          SUPERSEDED SURVEY CONTROL
 CK5774
 CK5774  NAD 83(2001)-  32 35 01.42264(N)    080 08 06.30572(W) AD(       ) 1
 CK5774  ELLIP H (03/27/03)  -28.95   (m)                       GP(       ) 4 2
 CK5774  NAD 83(1995)-  32 35 01.42299(N)    080 08 06.30624(W) AD(       ) 1
 CK5774  ELLIP H (12/20/99)  -28.96   (m)                       GP(       ) 4 1
 CK5774  NAD 83(1986)-  32 35 01.43315(N)    080 08 06.30929(W) AD(       ) 1
 CK5774  NAVD 88 (04/27/95)    3.842  (m)           12.61   (f) ADJUSTED    3 0
 CK5774  NGVD 29 (04/23/92)    4.140  (m)           13.58   (f) ADJUSTED    3 0
 CK5774
 CK5774.Superseded values are not recommended for survey control.
 CK5774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5774.See file dsdata.txt to determine how the superseded data were derived.
 CK5774
 CK5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8117505471(NAD 83)
 CK5774_MARKER: P = PIPE CAP
 CK5774_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5774_STAMPING: 2620 1988
 CK5774_MARK LOGO: SCCC  
 CK5774_PROJECTION: FLUSH
 CK5774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5774+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK5774
 CK5774  HISTORY     - Date     Condition        Report By
 CK5774  HISTORY     - 1988     MONUMENTED       SCCC
 CK5774  HISTORY     - 19900319 GOOD             NGS
 CK5774  HISTORY     - 20050124 GOOD             SCGS
 CK5774
 CK5774                          STATION DESCRIPTION
 CK5774
 CK5774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CK5774'THE STATION IS LOCATED ON KIAWAH ISLAND, ABOUT 25.75 KM (16.00 MI)
 CK5774'SOUTHWEST OF DOWNTOWN CHARLESTON AND ABOUT 20.9 KM (13.00 MI) SOUTH OF
 CK5774'U. S. HIGHWAY 17.  OWNERSHIP--KIAWAH ISLAND COMMUNITY ASSOCIATION
 CK5774'INC., 1 KIAWAH RIVER CIRCLE, KIAWAH ISLAND, SC 29455, CONTACT ROBERT
 CK5774'G. COWAN, ADMINISTRATOR, PHONE 803-768-1856.
 CK5774'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 700 AND COUNTY
 CK5774'ROAD S-10-20 (BROHICKET ROAD) ON JOHNS ISLAND, GO SOUTHERLY ON COUNTY
 CK5774'ROAD S-10-20 FOR 15.9 KM (9.90 MI) TO KIAWAH ISLAND ROAD ON THE LEFT,
 CK5774'TURN LEFT EAST ON KIAWAH ISLAND ROAD FOR 3.2 KM (2.00 MI) TO THE
 CK5774'SECURITY GUARDHOUSE AND CHECK IN.  NOTE--OBTAIN A KEY FROM SECURITY
 CK5774'FOR THE LOCKED GATE OF THE EUGENIA AVENUE BEACH ACCESS ROAD.  CONTINUE
 CK5774'AHEAD ON KIAWAH ISLAND PARKWAY FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF
 CK5774'SURF WATCH DRIVE ON THE RIGHT, TURN RIGHT, SOUTH, ON SURF WATCH DRIVE
 CK5774'FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF EUGENIA AVENUE, TURN LEFT,
 CK5774'EAST, ON EUGENIA AVENUE FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF A
 CK5774'SAND ROAD ON THE RIGHT (THE EUGENIA BEACH ACCESS ROAD), TURN RIGHT,
 CK5774'SOUTH, ON THE BEACH ACCESS ROAD FOR 0.24 KM (0.15 MI) TO THE BEACH,
 CK5774'TURN RIGHT, WESTERLY, ALONG THE BEACH FOR 2.65 KM (1.65 MI) TO THE
 CK5774'STATION ON THE RIGHT ON TOP OF THE PRIMARY DUNE ALONG THE BEACH.
 CK5774'THE STATION IS A STANDARD BERNTSEN PVC PIPE BREAK-AWAY MARK WITH A
 CK5774'SCCC BRONZE DISK ATTACHED TO THE TOP AND ENCASED IN A 6-INCH PVC PIPE
 CK5774'PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE THE SAND.  LOCATED 23.3 M
 CK5774'(76.4 FT) NORTH OF THE HIGHWATER MARK ON THE BEACH AND 0.3 M (1.0 FT)
 CK5774'WEST OF A FIBERGLASS WITNESS POST.
 CK5774
 CK5774                          STATION RECOVERY (2005)
 CK5774
 CK5774'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5774'STATION IS LOCATED ON KIAWAH ISLAND, 17.7 MILES SOUTHWEST OF
 CK5774'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5774'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5774'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5774'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5774'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5774'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5774'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5774'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5774'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5774'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5774'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5774'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5774'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5774'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5774'BEACH, TURN RIGHT ON THE BEACH FOR 1.5  MILES TO THE STATION ON THE
 CK5774'RIGHT ON THE LANDWARD DUNE LINE. STATION IS A PIPE MARK FLUSH WITH THE
 CK5774'GROUND, 1.0 FOOT SOUTHWEST OF A WITNESS POST. NOTE-KEY IS REQUIRED AT
 CK5774'GATE FOR ACCESS ROAD (B). RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5778 ***********************************************************************
 CK5778  DESIGNATION -  2625
 CK5778  PID         -  CK5778
 CK5778  STATE/COUNTY-  SC/CHARLESTON
 CK5778  USGS QUAD   -  ROCKVILLE (1971)
 CK5778
 CK5778                         *CURRENT SURVEY CONTROL
 CK5778  ___________________________________________________________________
 CK5778* NAD 83(2001)-  32 35 13.79298(N)    080 07 46.19515(W)     ADJUSTED  
 CK5778* NAVD 88     -         3.492  (meters)      11.46   (feet)  ADJUSTED  
 CK5778  ___________________________________________________________________
 CK5778  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 CK5778  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK5778  DYNAMIC HT  -           3.488 (meters)      11.44  (feet)  COMP
 CK5778  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CK5778
 CK5778  HORZ ORDER  -  THIRD
 CK5778  VERT ORDER  -  THIRD
 CK5778
 CK5778.The horizontal coordinates were established by classical geodetic methods
 CK5778.and adjusted by the National Geodetic Survey in March 2004..
 CK5778.No horizontal observational check was made to the station.
 CK5778
 CK5778.The orthometric height was determined by differential leveling
 CK5778.and adjusted by the National Geodetic Survey in April 1995..
 CK5778
 CK5778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5778
 CK5778.The geoid height was determined by GEOID03.
 CK5778
 CK5778.The dynamic height is computed by dividing the NAVD 88
 CK5778.geopotential number by the normal gravity value computed on the
 CK5778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5778.degrees latitude (g = 980.6199 gals.).
 CK5778
 CK5778.The modeled gravity was interpolated from observed gravity values.
 CK5778
 CK5778;                    North         East     Units Scale Factor Converg.
 CK5778;SPC SC       -    83,947.098   691,324.512   MT  0.99997044   +0 28 57.4
 CK5778;SPC SC       -   275,416.99  2,268,125.04   iFT  0.99997044   +0 28 57.4
 CK5778;UTM  17      - 3,605,855.764   581,696.533   MT  0.99968230   +0 28 07.9
 CK5778
 CK5778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5778!SPC SC       -   1.00000460  x   0.99997044  =   0.99997504
 CK5778!UTM  17      -   1.00000460  x   0.99968230  =   0.99968690
 CK5778
 CK5778                          SUPERSEDED SURVEY CONTROL
 CK5778
 CK5778  NAD 83(1986)-  32 35 13.80278(N)    080 07 46.19755(W) AD(       ) 3
 CK5778  NGVD 29 (04/23/92)    3.789  (m)           12.43   (f) ADJUSTED    3 0
 CK5778
 CK5778.Superseded values are not recommended for survey control.
 CK5778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5778.See file dsdata.txt to determine how the superseded data were derived.
 CK5778
 CK5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8169705856(NAD 83)
 CK5778_MARKER: P = PIPE CAP
 CK5778_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5778_STAMPING: 2625 1988
 CK5778_MARK LOGO: SCCC  
 CK5778_PROJECTION: FLUSH
 CK5778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5778+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK5778
 CK5778  HISTORY     - Date     Condition        Report By
 CK5778  HISTORY     - 1988     MONUMENTED       SCCC
 CK5778  HISTORY     - 19900319 GOOD             NGS
 CK5778  HISTORY     - 20050124 GOOD             SCGS
 CK5778
 CK5778                          STATION DESCRIPTION
 CK5778
 CK5778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CK5778'THE STATION IS LOCATED ON KIAWAH ISLAND, ABOUT 25.75 KM (16.00 MI)
 CK5778'SOUTHWEST OF DOWNTOWN CHARLESTON AND ABOUT 20.9 KM (13.00 MI) SOUTH OF
 CK5778'U. S. HIGHWAY 17. OWNERSHIP--KIAWAH ISLAND COMMUNITY ASSOCIATION INC.,
 CK5778'1 KIAWAH RIVER CIRCLE, KIAWAH ISLAND SC 29455, CONTACT ROBERT G.
 CK5778'COWAN, ADMINISTRATOR, PHONE 803-768-1856.
 CK5778'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 700 AND COUNTY
 CK5778'ROAD S-10-20 (BROHICKET ROAD) ON JOHNS ISLAND, GO SOUTHERLY ON COUNTY
 CK5778'ROAD S-10-20 FOR 15.9 KM (9.90 MI) TO KIAWAH ISLAND ROAD ON THE LEFT,
 CK5778'TURN LEFT EAST ON KIAWAH ISLAND ROAD FOR 3.2 KM (2.00 MI) TO THE
 CK5778'SECURTIY GUARDHOUSE, AND CHECK IN.  NOTE--OBTAIN A KEY FROM SECURITY
 CK5778'FOR THE LOCKED GATE OF THE EUGENIA AVENUE BEACH ACCESS ROAD, CONTINUE
 CK5778'AHEAD ON KIAWAH ISLAND PARKWAY FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF
 CK5778'SURF WATCH DRIVE ON THE RIGHT, TURN RIGHT SOUTH ON SURF WATCH DRIVE
 CK5778'FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF EUGENIA AVENUE, TURN LEFT
 CK5778'EAST ON EUGENIA AVENUE FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF A SAND
 CK5778'ROAD ON THE RIGHT (THE EUGENIA BEACH ACCESS ROAD), TURN RIGHT, SOUTH
 CK5778'ON THE BEACH ACCESS ROAD FOR 0.24 KM (0.15 MI) TO THE BEACH, TURN LEFT
 CK5778'EASTERLY ALONG THE BEACH FOR 2.0 KM (1.25 MI) TO THE STATION ON THE
 CK5778'LEFT ABOUT 41.75 M (137.0 FT) LANDWARD OF THE PRIMARY DUNE ALONG THE
 CK5778'BEACH.
 CK5778'THE STATION IS A STANDARD BERNSTEN PVC PIPE BREAK-AWAY MARK WITH A
 CK5778'SCCC BRONZE DISK ATTACHED TO THE TOP AND ENCASED IN A 6-INCH PVC PIPE
 CK5778'PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE THE SAND, LOCATED 41.75 M
 CK5778'(137.0 FT) NORTHWEST OF THE NORTHWEST SIDE OF THE PRIMARY DUNE ALONG
 CK5778'THE BEACH, 34.98 M (114.8 FT) SOUTHEAST OF NGS HORIZONTAL STATION
 CK5778'KIAWAH 2 1963 AND 0.3 M (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 CK5778'POST.
 CK5778'DESCRIBED BY M.L.M
 CK5778
 CK5778                          STATION RECOVERY (2005)
 CK5778
 CK5778'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5778'STATION IS LOCATED ON KIAWAH ISLAND, 17.35 MILES SOUTHWEST OF
 CK5778'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5778'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5778'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5778'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5778'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5778'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5778'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5778'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5778'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5778'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5778'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5778'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5778'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5778'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5778'BEACH, TURN RIGHT ON THE BEACH FOR 1.15  MILES TO THE STATION ON THE
 CK5778'RIGHT AT THE EDGE OF THE TREE LINE. STATION IS A PIPE MARK FLUSH WITH
 CK5778'THE GROUND,  116.0 FEET SOUTH OF TRIANGULATION  STATION KIAWAH 2, 1.6
 CK5778'FEET SOUTHWEST OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5796 ***********************************************************************
 CK5796  DESIGNATION -  2630
 CK5796  PID         -  CK5796
 CK5796  STATE/COUNTY-  SC/CHARLESTON
 CK5796  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5796
 CK5796                         *CURRENT SURVEY CONTROL
 CK5796  ___________________________________________________________________
 CK5796* NAD 83(2001)-  32 35 22.72104(N)    080 07 27.41960(W)     ADJUSTED  
 CK5796* NAVD 88     -         5.658  (meters)      18.56   (feet)  ADJUSTED  
 CK5796  ___________________________________________________________________
 CK5796  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 CK5796  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 CK5796  DYNAMIC HT  -           5.651 (meters)      18.54  (feet)  COMP
 CK5796  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CK5796
 CK5796  HORZ ORDER  -  THIRD
 CK5796  VERT ORDER  -  THIRD
 CK5796
 CK5796.The horizontal coordinates were established by classical geodetic methods
 CK5796.and adjusted by the National Geodetic Survey in March 2004..
 CK5796
 CK5796.The orthometric height was determined by differential leveling
 CK5796.and adjusted by the National Geodetic Survey in April 1995..
 CK5796
 CK5796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5796
 CK5796.The geoid height was determined by GEOID03.
 CK5796
 CK5796.The dynamic height is computed by dividing the NAVD 88
 CK5796.geopotential number by the normal gravity value computed on the
 CK5796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5796.degrees latitude (g = 980.6199 gals.).
 CK5796
 CK5796.The modeled gravity was interpolated from observed gravity values.
 CK5796
 CK5796;                    North         East     Units Scale Factor Converg.
 CK5796;SPC SC       -    84,226.243   691,811.806   MT  0.99996963   +0 29 07.8
 CK5796;SPC SC       -   276,332.82  2,269,723.77   iFT  0.99996963   +0 29 07.8
 CK5796;UTM  17      - 3,606,134.712   582,183.754   MT  0.99968328   +0 28 18.1
 CK5796
 CK5796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5796!SPC SC       -   1.00000426  x   0.99996963  =   0.99997389
 CK5796!UTM  17      -   1.00000426  x   0.99968328  =   0.99968754
 CK5796
 CK5796                          SUPERSEDED SURVEY CONTROL
 CK5796
 CK5796  NAD 83(1986)-  32 35 22.73064(N)    080 07 27.42201(W) AD(       ) 3
 CK5796  NGVD 29 (04/23/92)    5.955  (m)           19.54   (f) ADJUSTED    3 0
 CK5796
 CK5796.Superseded values are not recommended for survey control.
 CK5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5796.See file dsdata.txt to determine how the superseded data were derived.
 CK5796
 CK5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8218406135(NAD 83)
 CK5796_MARKER: P = PIPE CAP
 CK5796_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5796_STAMPING: 2630 1988
 CK5796_MARK LOGO: SCCC  
 CK5796_PROJECTION: FLUSH
 CK5796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5796+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK5796
 CK5796  HISTORY     - Date     Condition        Report By
 CK5796  HISTORY     - 1988     MONUMENTED       SCCC
 CK5796  HISTORY     - 20050124 GOOD             SCGS
 CK5796
 CK5796                          STATION DESCRIPTION
 CK5796
 CK5796'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5796'THE STATION IS LOCATED NEAR THE SOUTHWEST END OF KIAWAH ISLAND.
 CK5796'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN RIGHT
 CK5796'AND DRIVE SOUTHWEST ALONG THE BEACH FOR 0.85 MILES TO KIAWAH MILE
 CK5796'0.40 MARKER AND THE STATION.
 CK5796'THE STATION IS A BERNSTEN BREAKAWAY PIPE                            C
 CK5796'MONUMENT SET INSIDE A 6 INCH PVC
 CK5796'COLLAR SURROUNDED BY CONCRETE AND
 CK5796'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5796'130.0 FEET LANDWARD FROM THE BACK OF THE PRIMARY DUNE.  THIS POINT IS
 CK5796'A TRAVERSE STATION.
 CK5796
 CK5796                          STATION RECOVERY (2005)
 CK5796
 CK5796'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5796'STATION IS LOCATED ON KIAWAH ISLAND, 17.35 MILES SOUTHWEST OF
 CK5796'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5796'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5796'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5796'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5796'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5796'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5796'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5796'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5796'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5796'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5796'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5796'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5796'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5796'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5796'BEACH, TURN RIGHT ON THE BEACH FOR  0.8 MILE TO THE STATION ON THE
 CK5796'RIGHT ATOP THE LANDWARD DUNE LINE. STATION IS A PIPE MARK FLUSH WITH
 CK5796'THE GROUND,  9.2 FEET EAST NORTHEAST OF A CONCRETE  POST PROJECTING
 CK5796'1.5-FOOT, 165.0 FEET NORTHWEST OF MILE MARKER 0.43. RECOVERED BY R.P.
 CK5796'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5797 ***********************************************************************
 CK5797  DESIGNATION -  2635
 CK5797  PID         -  CK5797
 CK5797  STATE/COUNTY-  SC/CHARLESTON
 CK5797  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5797
 CK5797                         *CURRENT SURVEY CONTROL
 CK5797  ___________________________________________________________________
 CK5797* NAD 83(2001)-  32 35 24.23934(N)    080 07 21.28680(W)     ADJUSTED  
 CK5797* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 CK5797  ___________________________________________________________________
 CK5797  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 CK5797  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 CK5797
 CK5797  HORZ ORDER  -  THIRD
 CK5797
 CK5797.The horizontal coordinates were established by classical geodetic methods
 CK5797.and adjusted by the National Geodetic Survey in March 2004..
 CK5797
 CK5797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5797
 CK5797.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5797
 CK5797.The geoid height was determined by GEOID03.
 CK5797
 CK5797;                    North         East     Units Scale Factor Converg.
 CK5797;SPC SC       -    84,274.367   691,971.334   MT  0.99996950   +0 29 11.2
 CK5797;SPC SC       -   276,490.71  2,270,247.16   iFT  0.99996950   +0 29 11.2
 CK5797;UTM  17      - 3,606,182.784   582,343.248   MT  0.99968361   +0 28 21.5
 CK5797
 CK5797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5797!SPC SC       -   1.00000456  x   0.99996950  =   0.99997406
 CK5797!UTM  17      -   1.00000456  x   0.99968361  =   0.99968817
 CK5797
 CK5797                          SUPERSEDED SURVEY CONTROL
 CK5797
 CK5797  NAD 83(1986)-  32 35 24.24887(N)    080 07 21.28930(W) AD(       ) 3
 CK5797  NGVD 29 (06/26/91)    4.0    (m)           13.     (f) VERT ANG       
 CK5797
 CK5797.Superseded values are not recommended for survey control.
 CK5797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5797.See file dsdata.txt to determine how the superseded data were derived.
 CK5797
 CK5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8234306183(NAD 83)
 CK5797_MARKER: P = PIPE CAP
 CK5797_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5797_STAMPING: 2635 1988
 CK5797_MARK LOGO: SCCC  
 CK5797_PROJECTION: FLUSH
 CK5797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5797+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK5797
 CK5797  HISTORY     - Date     Condition        Report By
 CK5797  HISTORY     - 1989     MONUMENTED       SCCC
 CK5797  HISTORY     - 20050124 GOOD             SCGS
 CK5797
 CK5797                          STATION DESCRIPTION
 CK5797
 CK5797'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1989
 CK5797'THE STATION IS LOCATED ON KIAWAH ISLAND, ABOUT 2 MILES NORTHEAST OF
 CK5797'THE SOUTHWEST END OF THE ISLAND.
 CK5797'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN RIGHT
 CK5797'AND DRIVE SOUTHWEST ALONG THE BEACH FOR 0.25 MILES TO KIAWAH MILE
 CK5797'0.95 MARKER, CONTINUE 0.45 MILES ALONG BEACH TO THE STATION.
 CK5797'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5797'MONUMENT SET INSIDE A 6 INCH PVC
 CK5797'COLLAR SURROUNDED BY CONCRETE AND
 CK5797'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5797'62.0 FEET LANDWARD FROM THE BACK OF THE PRIMARY DUNE.  THIS POINT IS
 CK5797'A TRAVERSE STATION.
 CK5797
 CK5797                          STATION RECOVERY (2005)
 CK5797
 CK5797'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5797'STATION IS LOCATED ON KIAWAH ISLAND, 16.9 MILES SOUTHWEST OF
 CK5797'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5797'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5797'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5797'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5797'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5797'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5797'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5797'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5797'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5797'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5797'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5797'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5797'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5797'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5797'BEACH, TURN RIGHT ON THE BEACH FOR  0.7 MILE TO THE STATION ON THE
 CK5797'RIGHT NEAR THE SOUTH SIDE OF A RESORT POOL DECK. STATION IS A PIPE
 CK5797'MARK FLUSH WITH THE GROUND,  66.0 FEET SOUTH SOUTHWEST OF THE EAST
 CK5797'CORNER OF A CONCRETE POOL DECK, 64.4 FEET EAST SOUTHEAST OF THE
 CK5797'SOUTHWEST CORNER  OF A CONCRETE POOL DECK, 22.1 FEET SOUTHEAST OF THE
 CK5797'SOUTH CORNER OF THE CONCRETE  POOL DECK, 1.4 FEET EAST NORTHEAST OF A
 CK5797'WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5798 ***********************************************************************
 CK5798  DESIGNATION -  2640
 CK5798  PID         -  CK5798
 CK5798  STATE/COUNTY-  SC/CHARLESTON
 CK5798  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5798
 CK5798                         *CURRENT SURVEY CONTROL
 CK5798  ___________________________________________________________________
 CK5798* NAD 83(2001)-  32 35 30.01160(N)    080 07 08.60926(W)     ADJUSTED  
 CK5798* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 CK5798  ___________________________________________________________________
 CK5798  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 CK5798  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 CK5798
 CK5798  HORZ ORDER  -  THIRD
 CK5798
 CK5798.The horizontal coordinates were established by classical geodetic methods
 CK5798.and adjusted by the National Geodetic Survey in March 2004..
 CK5798
 CK5798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5798
 CK5798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5798
 CK5798.The geoid height was determined by GEOID03.
 CK5798
 CK5798;                    North         East     Units Scale Factor Converg.
 CK5798;SPC SC       -    84,454.981   692,300.408   MT  0.99996897   +0 29 18.2
 CK5798;SPC SC       -   277,083.27  2,271,326.80   iFT  0.99996897   +0 29 18.2
 CK5798;UTM  17      - 3,606,363.266   582,672.272   MT  0.99968428   +0 28 28.4
 CK5798
 CK5798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5798!SPC SC       -   1.00000446  x   0.99996897  =   0.99997343
 CK5798!UTM  17      -   1.00000446  x   0.99968428  =   0.99968874
 CK5798
 CK5798                          SUPERSEDED SURVEY CONTROL
 CK5798
 CK5798  NAD 83(1986)-  32 35 30.02105(N)    080 07 08.61179(W) AD(       ) 3
 CK5798  NGVD 29 (06/26/91)    4.7    (m)           15.     (f) VERT ANG       
 CK5798
 CK5798.Superseded values are not recommended for survey control.
 CK5798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5798.See file dsdata.txt to determine how the superseded data were derived.
 CK5798
 CK5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8267206363(NAD 83)
 CK5798_MARKER: P = PIPE CAP
 CK5798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5798_STAMPING: 2640 1989
 CK5798_MARK LOGO: SCCC  
 CK5798_PROJECTION: PROJECTING 8 CENTIMETERS
 CK5798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5798+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK5798
 CK5798  HISTORY     - Date     Condition        Report By
 CK5798  HISTORY     - 1989     MONUMENTED       SCCC
 CK5798  HISTORY     - 20050124 GOOD             SCGS
 CK5798
 CK5798                          STATION DESCRIPTION
 CK5798
 CK5798'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1989
 CK5798'THE STATION IS LOCATED ON KIAWAH ISLAND, ABOUT 2 MILES NORTHEAST OF
 CK5798'THE SOUTHWEST END OF THE ISLAND.
 CK5798'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN RIGHT
 CK5798'AND DRIVE SOUTHWEST ALONG THE BEACH FOR 0.25 MILES TO KIAWAH MILE
 CK5798'0.95 MARKER, CONTINUE ALONG THE BEACH FOR 0.25 MILE TO THE STATION.
 CK5798'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5798'MONUMENT SET INSIDE A 6 INCH PVC
 CK5798'COLLAR SURROUNDED BY CONCRETE AND
 CK5798'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5798'62.0 FEET LANDWARD FROM THE BACK OF THE PRIMARY DUNE.  THIS POINT IS
 CK5798'A TRAVERSE STATION.
 CK5798
 CK5798                          STATION RECOVERY (2005)
 CK5798
 CK5798'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5798'STATION IS LOCATED ON KIAWAH ISLAND, 16.7 MILES SOUTHWEST OF
 CK5798'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5798'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5798'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5798'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5798'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5798'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5798'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5798'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5798'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5798'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5798'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5798'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5798'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5798'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5798'BEACH, TURN RIGHT ON THE BEACH FOR  0.45 MILE TO THE STATION ON THE
 CK5798'RIGHT NEAR THE DUNE LINE. STATION IS A PIPE MARK PROJECTING 0.3 FOOT,
 CK5798'131.0 FEET NORTH OF SEAWARD MILE MARKER  0.71, 98.0 FEET NORTH
 CK5798'NORTHEAST OF LANDWARD MILE MARKER 0.71, 1.3 FEET SOUTH OF A  WITNESS
 CK5798'POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5799 ***********************************************************************
 CK5799  DESIGNATION -  2645
 CK5799  PID         -  CK5799
 CK5799  STATE/COUNTY-  SC/CHARLESTON
 CK5799  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5799
 CK5799                         *CURRENT SURVEY CONTROL
 CK5799  ___________________________________________________________________
 CK5799* NAD 83(2001)-  32 35 35.21635(N)    080 06 54.33063(W)     ADJUSTED  
 CK5799* NAVD 88     -         4.753  (meters)      15.59   (feet)  ADJUSTED  
 CK5799  ___________________________________________________________________
 CK5799  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 CK5799  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 CK5799  DYNAMIC HT  -           4.748 (meters)      15.58  (feet)  COMP
 CK5799  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CK5799
 CK5799  HORZ ORDER  -  THIRD
 CK5799  VERT ORDER  -  THIRD
 CK5799
 CK5799.The horizontal coordinates were established by classical geodetic methods
 CK5799.and adjusted by the National Geodetic Survey in March 2004..
 CK5799
 CK5799.The orthometric height was determined by differential leveling
 CK5799.and adjusted by the National Geodetic Survey in April 1995..
 CK5799
 CK5799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5799
 CK5799.The geoid height was determined by GEOID03.
 CK5799
 CK5799.The dynamic height is computed by dividing the NAVD 88
 CK5799.geopotential number by the normal gravity value computed on the
 CK5799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5799.degrees latitude (g = 980.6199 gals.).
 CK5799
 CK5799.The modeled gravity was interpolated from observed gravity values.
 CK5799
 CK5799;                    North         East     Units Scale Factor Converg.
 CK5799;SPC SC       -    84,618.482   692,671.371   MT  0.99996850   +0 29 26.1
 CK5799;SPC SC       -   277,619.69  2,272,543.87   iFT  0.99996850   +0 29 26.1
 CK5799;UTM  17      - 3,606,526.632   583,043.169   MT  0.99968504   +0 28 36.1
 CK5799
 CK5799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5799!SPC SC       -   1.00000441  x   0.99996850  =   0.99997291
 CK5799!UTM  17      -   1.00000441  x   0.99968504  =   0.99968945
 CK5799
 CK5799                          SUPERSEDED SURVEY CONTROL
 CK5799
 CK5799  NAD 83(1986)-  32 35 35.22577(N)    080 06 54.33324(W) AD(       ) 3
 CK5799  NGVD 29 (04/23/92)    5.051  (m)           16.57   (f) ADJUSTED    3 0
 CK5799
 CK5799.Superseded values are not recommended for survey control.
 CK5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5799.See file dsdata.txt to determine how the superseded data were derived.
 CK5799
 CK5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8304306527(NAD 83)
 CK5799_MARKER: P = PIPE CAP
 CK5799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5799_STAMPING: 2645 1988
 CK5799_MARK LOGO: SCCC  
 CK5799_PROJECTION: PROJECTING 5 CENTIMETERS
 CK5799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5799+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK5799
 CK5799  HISTORY     - Date     Condition        Report By
 CK5799  HISTORY     - 1988     MONUMENTED       SCCC
 CK5799  HISTORY     - 20050124 GOOD             SCGS
 CK5799
 CK5799                          STATION DESCRIPTION
 CK5799
 CK5799'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5799'THE STATION IS LOCATED ON KIAWAH ISLAND, ABOUT 2 MILES NORTHEAST OF
 CK5799'THE SOUTHWEST END OF THE ISLAND.
 CK5799'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN RIGHT
 CK5799'AND DRIVE SOUTHWEST ALONG THE BEACH FOR 0.25 MILES TO KIAWAH MILE
 CK5799'0.95 MARKER AND THE STATION.
 CK5799'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5799'MONUMENT SET INSIDE A 6 INCH PVC
 CK5799'COLLAR SURROUNDED BY CONCRETE AND
 CK5799'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5799'62.0 FEET LANDWARD FROM THE BACK OF THE PRIMARY DUNE.  THIS POINT IS
 CK5799'A TRAVERSE STATION.
 CK5799
 CK5799                          STATION RECOVERY (2005)
 CK5799
 CK5799'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5799'STATION IS LOCATED ON KIAWAH ISLAND, 16.45 MILES SOUTHWEST OF
 CK5799'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5799'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5799'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5799'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5799'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5799'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5799'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5799'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5799'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5799'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5799'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5799'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5799'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5799'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5799'BEACH, TURN RIGHT ON THE BEACH FOR  0.2 MILE TO THE STATION ON THE
 CK5799'RIGHT IN THE DUNE LINE IN FRONT OF A TWO STORY  SHINGLE-SIDED HOUSE.
 CK5799'STATION IS A PIPE MARK PROJECTING 0.2 FOOT, 6.0 FEET WEST SOUTHWEST OF
 CK5799'SURVEY  STATION 139, 58.3 FEET EAST NORTHEAST OF THE EAST EDGE OF A
 CK5799'BOARDWALK FROM THE  HOUSE TO THE BEACH, 104.1 FEET SOUTH OF THE
 CK5799'SOUTHEAST CORNER OF THE SOUTHEAST  SUPPORT COLUMN FOR THE PORCH OF THE
 CK5799'HOUSE. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9485 ***********************************************************************
 DH9485  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9485  DESIGNATION -  2650
 DH9485  PID         -  DH9485
 DH9485  STATE/COUNTY-  SC/COLLETON
 DH9485  USGS QUAD   -  COTTAGEVILLE (1980)
 DH9485
 DH9485                         *CURRENT SURVEY CONTROL
 DH9485  ___________________________________________________________________
 DH9485* NAD 83(2001)-  32 57 41.55882(N)    080 27 02.92580(W)     ADJUSTED  
 DH9485* NAVD 88     -        14.83   (meters)      48.7    (feet)  GPS OBS   
 DH9485  ___________________________________________________________________
 DH9485  X           -     888,659.354 (meters)                     COMP
 DH9485  Y           -  -5,282,556.093 (meters)                     COMP
 DH9485  Z           -   3,450,371.704 (meters)                     COMP
 DH9485  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DH9485  ELLIP HEIGHT-         -17.09  (meters)          (05/04/06) GPS OBS
 DH9485  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DH9485
 DH9485  HORZ ORDER  -  FIRST
 DH9485  ELLP ORDER  -  FOURTH    CLASS II
 DH9485
 DH9485.The horizontal coordinates were established by GPS observations
 DH9485.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9485
 DH9485.The orthometric height was determined by GPS observations and a
 DH9485.high-resolution geoid model using precise GPS observation and
 DH9485.processing techniques.
 DH9485
 DH9485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9485
 DH9485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9485
 DH9485.The ellipsoidal height was determined by GPS observations
 DH9485.and is referenced to NAD 83.
 DH9485
 DH9485.The geoid height was determined by GEOID03.
 DH9485
 DH9485;                    North         East     Units Scale Factor Converg.
 DH9485;SPC SC       -   125,254.691   660,938.622   MT  0.99986939   +0 18 16.1
 DH9485;SPC SC       -   410,940.59  2,168,433.80   iFT  0.99986939   +0 18 16.1
 DH9485;UTM  17      - 3,647,157.568   551,325.355   MT  0.99963248   +0 17 55.7
 DH9485
 DH9485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9485!SPC SC       -   1.00000268  x   0.99986939  =   0.99987207
 DH9485!UTM  17      -   1.00000268  x   0.99963248  =   0.99963516
 DH9485
 DH9485                          SUPERSEDED SURVEY CONTROL
 DH9485
 DH9485.No superseded survey control is available for this station.
 DH9485
 DH9485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS5132547158(NAD 83)
 DH9485_MARKER: DD = SURVEY DISK
 DH9485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9485_STAMPING: 2650 2005
 DH9485_MARK LOGO: SCGS  
 DH9485_PROJECTION: FLUSH
 DH9485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9485+STABILITY: SURFACE MOTION
 DH9485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9485+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DH9485
 DH9485  HISTORY     - Date     Condition        Report By
 DH9485  HISTORY     - 20051004 MONUMENTED       SCGS
 DH9485
 DH9485                          STATION DESCRIPTION
 DH9485
 DH9485'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005
 DH9485'STATION IS LOCATED 2.8 MI (4.51 KM) SOUTH-SOUTHEAST OF SMOAKS, 12.5 MI
 DH9485'(20.12 KM) NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 DH9485'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DH9485'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DH9485'(COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD), 2.5 MI
 DH9485'(4.02 KM) NORTHEAST OF COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE
 DH9485'FOR 0.9 MI (1.45 KM) TO THE JUNCTION OF STATE ROAD 35 (PEIRCE ROAD),
 DH9485'TURN LEFT ON ROAD 35 FOR 2.6 MI (4.18 KM) TO THE STATION ON THE RIGHT
 DH9485'ON THE RIGHT OF WAY IN FRONT OF A MOBILE HOME NUMBER 2650. STATION IS
 DH9485'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 25.0 FT
 DH9485'(7.6 M) SOUTHEAST OF THE CENTER OF THE ROAD, 69.4 FT (21.2 M)
 DH9485'NORTHEAST OF THE NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 DH9485'BENEATH THE DRIVEWAY TO THE MOBILE HOME, 95.0 FT (29.0 M) NORTHWEST OF
 DH9485'THE NORTH CORNER OF THE MOBILE HOME, 85.6 FT (26.1 M) NORTHWEST OF A
 DH9485'SECURITY LIGHT POLE NEAR THE NORTH CORNER OF THE MOBILE HOME, 123.0 FT
 DH9485'(37.5 M) WEST SOUTHWEST OF A POWER POLE NUMBER 15 WITH A GUY WIRE AND
 DH9485'TRANSFORMER. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5800 ***********************************************************************
 CK5800  DESIGNATION -  2660
 CK5800  PID         -  CK5800
 CK5800  STATE/COUNTY-  SC/CHARLESTON
 CK5800  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5800
 CK5800                         *CURRENT SURVEY CONTROL
 CK5800  ___________________________________________________________________
 CK5800* NAD 83(2001)-  32 35 42.62371(N)    080 06 34.03263(W)     ADJUSTED  
 CK5800* NAVD 88     -         4.934  (meters)      16.19   (feet)  ADJUSTED  
 CK5800  ___________________________________________________________________
 CK5800  X           -     923,892.812 (meters)                     COMP
 CK5800  Y           -  -5,298,828.952 (meters)                     COMP
 CK5800  Z           -   3,416,204.878 (meters)                     COMP
 CK5800  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 CK5800  ELLIP HEIGHT-         -27.93  (meters)          (05/31/05) GPS OBS
 CK5800  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 CK5800  DYNAMIC HT  -           4.928 (meters)      16.17  (feet)  COMP
 CK5800  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 CK5800
 CK5800  HORZ ORDER  -  FIRST
 CK5800  VERT ORDER  -  THIRD
 CK5800  ELLP ORDER  -  FOURTH    CLASS I
 CK5800
 CK5800.The horizontal coordinates were established by GPS observations
 CK5800.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 CK5800
 CK5800.The orthometric height was determined by differential leveling
 CK5800.and adjusted by the National Geodetic Survey in April 1995..
 CK5800
 CK5800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5800
 CK5800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5800
 CK5800.The ellipsoidal height was determined by GPS observations
 CK5800.and is referenced to NAD 83.
 CK5800
 CK5800.The geoid height was determined by GEOID03.
 CK5800
 CK5800.The dynamic height is computed by dividing the NAVD 88
 CK5800.geopotential number by the normal gravity value computed on the
 CK5800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5800.degrees latitude (g = 980.6199 gals.).
 CK5800
 CK5800.The modeled gravity was interpolated from observed gravity values.
 CK5800
 CK5800;                    North         East     Units Scale Factor Converg.
 CK5800;SPC SC       -    84,851.196   693,198.694   MT  0.99996784   +0 29 37.4
 CK5800;SPC SC       -   278,383.19  2,274,273.93   iFT  0.99996784   +0 29 37.4
 CK5800;UTM  17      - 3,606,759.151   583,570.400   MT  0.99968612   +0 28 47.2
 CK5800
 CK5800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5800!SPC SC       -   1.00000439  x   0.99996784  =   0.99997223
 CK5800!UTM  17      -   1.00000439  x   0.99968612  =   0.99969050
 CK5800
 CK5800                          SUPERSEDED SURVEY CONTROL
 CK5800
 CK5800  NAD 83(2001)-  32 35 42.62427(N)    080 06 34.03254(W) AD(       ) 3
 CK5800  NAD 83(1986)-  32 35 42.63371(N)    080 06 34.03524(W) AD(       ) 3
 CK5800  NAVD 88 (05/31/05)    4.93   (m)           16.2    (f) LEVELING    3  
 CK5800  NGVD 29 (04/23/92)    5.232  (m)           17.17   (f) ADJUSTED    3 0
 CK5800
 CK5800.Superseded values are not recommended for survey control.
 CK5800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5800.See file dsdata.txt to determine how the superseded data were derived.
 CK5800
 CK5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8357006759(NAD 83)
 CK5800_MARKER: P = PIPE CAP
 CK5800_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5800_STAMPING: 2660 1988
 CK5800_MARK LOGO: SCCC  
 CK5800_PROJECTION: FLUSH
 CK5800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5800+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK5800
 CK5800  HISTORY     - Date     Condition        Report By
 CK5800  HISTORY     - 1988     MONUMENTED       SCCC
 CK5800  HISTORY     - 20050124 GOOD             SCGS
 CK5800
 CK5800                          STATION DESCRIPTION
 CK5800
 CK5800'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5800'THE STATION IS LOCATED ON KIAWAH ISLAND, ABOUT 2.5 MILES NORTHEAST OF
 CK5800'THE SOUTHWEST END OF THE ISLAND.
 CK5800'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5800'AND DRIVE NORTHEAST ALONG THE BEACH FOR 0.10 MILE TO THE STATION.
 CK5800'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5800'MONUMENT SET INSIDE A 6 INCH PVC
 CK5800'COLLAR SURROUNDED BY CONCRETE AND
 CK5800'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5800'65.0 FEET LANDWARD FROM THE BACK OF THE PRIMARY DUNE, 17.6 FEET
 CK5800'SOUTHWEST OF THE ALIGNMENT OF KIAWAH MILE 1.33 MARKER.  THIS POINT IS
 CK5800'A TRAVERSE STATION.
 CK5800
 CK5800                          STATION RECOVERY (2005)
 CK5800
 CK5800'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5800'STATION IS LOCATED ON KIAWAH ISLAND, 16.15 MILES SOUTHWEST OF
 CK5800'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5800'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5800'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5800'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5800'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5800'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5800'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5800'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5800'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5800'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5800'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5800'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5800'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5800'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5800'BEACH, TURN LEFT ON THE BEACH FOR  0.1 MILE TO THE STATION ON THE LEFT
 CK5800'NEAR THE SOUTHWEST CORNER OF A WOOD DECK ON  A PUBLIC BEACH ACCESS
 CK5800'PATH (NEUMANS LANDING), NOTE-STATION CAN BE REACHED BY FOOT  FROM THE
 CK5800'JUNCTION OF THE PUBLIC BEACH ACCESS PATH AND EUGENIA AVENUE WHICH IS
 CK5800'0.25 MILE  NORTHEAST OF THE JUNCTION OF EUGENIA AVENUE AND SURFWATCH
 CK5800'DRIVE. STATION IS A PIPE MARK FLUSH WITH THE GROUND, 18.5 FEET WEST
 CK5800'SOUTHWEST OF THE CENTER  OF THE PATH, 7.4 FEET WEST SOUTHWEST OF THE
 CK5800'NORTHWEST CORNER OF THE WOOD DECK,  18.0 FEET NORTHWEST OF THE
 CK5800'SOUTHWEST CORNER OF THE WOOD DECK, 73.0 FEET NORTH  NORTHWEST OF MILE
 CK5800'MARKER 1.33, 1.2 FEET SOUTH OF A WITNESS POST. NOTE-KEY IS REQUIRED AT
 CK5800'GATE FOR ACCESS ROAD (B). RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5801 ***********************************************************************
 CK5801  DESIGNATION -  2665
 CK5801  PID         -  CK5801
 CK5801  STATE/COUNTY-  SC/CHARLESTON
 CK5801  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5801
 CK5801                         *CURRENT SURVEY CONTROL
 CK5801  ___________________________________________________________________
 CK5801* NAD 83(2001)-  32 35 49.54222(N)    080 06 11.49349(W)     ADJUSTED  
 CK5801* NAVD 88     -         4.773  (meters)      15.66   (feet)  ADJUSTED  
 CK5801  ___________________________________________________________________
 CK5801  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 CK5801  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 CK5801  DYNAMIC HT  -           4.768 (meters)      15.64  (feet)  COMP
 CK5801  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 CK5801
 CK5801  HORZ ORDER  -  THIRD
 CK5801  VERT ORDER  -  THIRD
 CK5801
 CK5801.The horizontal coordinates were established by classical geodetic methods
 CK5801.and adjusted by the National Geodetic Survey in March 2004..
 CK5801
 CK5801.The orthometric height was determined by differential leveling
 CK5801.and adjusted by the National Geodetic Survey in April 1995..
 CK5801
 CK5801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5801
 CK5801.The geoid height was determined by GEOID03.
 CK5801
 CK5801.The dynamic height is computed by dividing the NAVD 88
 CK5801.geopotential number by the normal gravity value computed on the
 CK5801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5801.degrees latitude (g = 980.6199 gals.).
 CK5801
 CK5801.The modeled gravity was interpolated from observed gravity values.
 CK5801
 CK5801;                    North         East     Units Scale Factor Converg.
 CK5801;SPC SC       -    85,069.386   693,784.560   MT  0.99996722   +0 29 49.9
 CK5801;SPC SC       -   279,099.04  2,276,196.06   iFT  0.99996722   +0 29 49.9
 CK5801;UTM  17      - 3,606,977.137   584,156.154   MT  0.99968733   +0 28 59.4
 CK5801
 CK5801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5801!SPC SC       -   1.00000441  x   0.99996722  =   0.99997163
 CK5801!UTM  17      -   1.00000441  x   0.99968733  =   0.99969174
 CK5801
 CK5801                          SUPERSEDED SURVEY CONTROL
 CK5801
 CK5801  NAD 83(1986)-  32 35 49.55172(N)    080 06 11.49630(W) AD(       ) 3
 CK5801  NGVD 29 (04/23/92)    5.071  (m)           16.64   (f) ADJUSTED    3 0
 CK5801
 CK5801.Superseded values are not recommended for survey control.
 CK5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5801.See file dsdata.txt to determine how the superseded data were derived.
 CK5801
 CK5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8415606977(NAD 83)
 CK5801_MARKER: P = PIPE CAP
 CK5801_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5801_STAMPING: 2665 1988
 CK5801_MARK LOGO: SCCC  
 CK5801_PROJECTION: FLUSH
 CK5801_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5801+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK5801
 CK5801  HISTORY     - Date     Condition        Report By
 CK5801  HISTORY     - 1988     MONUMENTED       SCCC
 CK5801  HISTORY     - 20050124 GOOD             SCGS
 CK5801
 CK5801                          STATION DESCRIPTION
 CK5801
 CK5801'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5801'THE STATION IS LOCATED ON KIAWAH ISLAND, ABOUT 3 MILES NORTHEAST OF
 CK5801'THE SOUTHWEST END OF THE ISLAND.
 CK5801'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5801'AND DRIVE NORTHEAST ALONG THE BEACH FOR 0.50 MILE TO KIAWAH MILE 1.70
 CK5801'MARKER AND THE STATION.
 CK5801'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5801'MONUMENT SET INSIDE A 6 INCH PVC
 CK5801'COLLAR SURROUNDED BY CONCRETE AND
 CK5801'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5801'50.0 FEET LANDWARD FROM THE CREST OF THE PRIMARY DUNE.  THIS POINT IS
 CK5801'A TRAVERSE STATION.
 CK5801
 CK5801                          STATION RECOVERY (2005)
 CK5801
 CK5801'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5801'STATION IS LOCATED ON KIAWAH ISLAND, 16.45 MILES SOUTHWEST OF
 CK5801'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5801'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5801'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5801'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5801'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5801'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5801'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5801'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5801'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5801'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5801'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5801'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5801'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5801'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5801'BEACH, TURN LEFT ON THE BEACH FOR  0.5 MILE TO THE STATION ON THE LEFT
 CK5801'BETWEEN THE PRIMARY AND SECONDARY DUNE LINES. STATION IS A PIPE MARK
 CK5801'FLUSH WITH THE GROUND, 88.7 FEET EAST NORTHEAST OF THE  EAST EDGE OF A
 CK5801'PRIVATE WOOD BOARDWALK, 1.8 FEET WEST SOUTHWEST OF A  WITNESS POST.
 CK5801'RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0754 ***********************************************************************
 DE0754  DESIGNATION -  267
 DE0754  PID         -  DE0754
 DE0754  STATE/COUNTY-  SC/ALLENDALE
 DE0754  USGS QUAD   -  ALLENDALE (1979)
 DE0754
 DE0754                         *CURRENT SURVEY CONTROL
 DE0754  ___________________________________________________________________
 DE0754* NAD 83(1986)-  33 05 38.     (N)    081 19 57.     (W)     SCALED    
 DE0754* NAVD 88     -        81.165  (meters)     266.29   (feet)  ADJUSTED  
 DE0754  ___________________________________________________________________
 DE0754  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DE0754  DYNAMIC HT  -          81.078 (meters)     266.00  (feet)  COMP
 DE0754  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 DE0754
 DE0754  VERT ORDER  -  FIRST     CLASS II
 DE0754
 DE0754.The horizontal coordinates were scaled from a topographic map and have
 DE0754.an estimated accuracy of +/- 6 seconds.
 DE0754
 DE0754.The orthometric height was determined by differential leveling
 DE0754.and adjusted by the National Geodetic Survey in June 1991..
 DE0754
 DE0754.The geoid height was determined by GEOID03.
 DE0754
 DE0754.The dynamic height is computed by dividing the NAVD 88
 DE0754.geopotential number by the normal gravity value computed on the
 DE0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0754.degrees latitude (g = 980.6199 gals.).
 DE0754
 DE0754.The modeled gravity was interpolated from observed gravity values.
 DE0754
 DE0754;                    North         East    Units  Estimated Accuracy
 DE0754;SPC SC       -   139,840.      578,570.      MT  (+/- 180 meters Scaled)
 DE0754
 DE0754                          SUPERSEDED SURVEY CONTROL
 DE0754
 DE0754  NGVD 29 (??/??/92)   81.432  (m)          267.16   (f) ADJ UNCH    1 2
 DE0754
 DE0754.Superseded values are not recommended for survey control.
 DE0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0754.See file dsdata.txt to determine how the superseded data were derived.
 DE0754
 DE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS689617(NAD 83)
 DE0754_MARKER: P = PIPE CAP
 DE0754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0754_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE0754_STAMPING: 267 1918
 DE0754_MARK LOGO: USGS  
 DE0754_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE0754+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1992
 DE0754
 DE0754  HISTORY     - Date     Condition        Report By
 DE0754  HISTORY     - 1918     MONUMENTED       USGS
 DE0754  HISTORY     - 1961     GOOD             NGS
 DE0754  HISTORY     - 19920225 GOOD             SCGS
 DE0754
 DE0754                          STATION DESCRIPTION
 DE0754
 DE0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0754'AT CAVE.
 DE0754'AT CAVE, 0.1 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF
 DE0754'STATE HIGHWAY 28 AT CAVE METHODIST CHURCH, AT THE CROSSING OF
 DE0754'SOUTHERN RAILWAY TRACK, 27 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 DE0754'RAIL OF MAIN TRACK, 24 1/2 FEET SOUTH OF THE CENTER LINE OF DIRT
 DE0754'ROAD, 12 FEET NORTHWEST OF STATION SIGN CAVE, 17 1/2 FEET
 DE0754'NORTH-NORTHWEST OF THE FIRST TELEPHONE POLE SOUTH OF THE CROSSING,
 DE0754'56 1/2 FEET SOUTHEAST OF AND ACROSS THE DIRT ROAD FROM A 50-INCH
 DE0754'WHITE OAK TREE, 0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 DE0754'LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 DE0754'PIPE PROJECTING 1 INCH.
 DE0754
 DE0754                          STATION RECOVERY (1992)
 DE0754
 DE0754'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0754'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTH NORTHWEST OF ALLENDALE.
 DE0754'OWNERSHIP--RAILROAD RIGHT OF WAY.
 DE0754'TO REACH THE STATION FROM THE NORTHEAST JUNCTION OF U.S. HIGHWAYS 301
 DE0754'(MAIN STREET), 278 (PINE STREET) AND STATE ROAD 81 (PINE STREET) IN
 DE0754'ALLENDALE, GO NORTHWEST ON HIGHWAY 278 FOR 6.0 MILES (9.7 KM) TO THE
 DE0754'JUNCTION OF STATE ROAD 52 LEFT AND A FIELD ROAD RIGHT AT THE CAVE
 DE0754'CHURCH, TURN RIGHT ON THE FIELD ROAD FOR 0.15 MILE (0.24 KM) TO AN
 DE0754'ABANDONED RAILROAD BED AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 DE0754'FIELD ROAD AND RAILROAD BED.
 DE0754'STATION IS A CAP PIPE MARK RECESSED 1-INCH AND 1.0 FOOT (0.3 M) BELOW
 DE0754'THE FIELD ROAD, 42.4 FEET (12.9 M) SOUTHWEST OF THE CENTER OF THE
 DE0754'FIELD ROAD, 0.9 FOOT (27.4 CM) NORTH OF A WITNESS POST.
 DE0754'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5802 ***********************************************************************
 CK5802  DESIGNATION -  2675
 CK5802  PID         -  CK5802
 CK5802  STATE/COUNTY-  SC/CHARLESTON
 CK5802  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5802
 CK5802                         *CURRENT SURVEY CONTROL
 CK5802  ___________________________________________________________________
 CK5802* NAD 83(2001)-  32 35 53.81514(N)    080 05 56.14121(W)     ADJUSTED  
 CK5802* NAVD 88     -         3.821  (meters)      12.54   (feet)  ADJUSTED  
 CK5802  ___________________________________________________________________
 CK5802  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 CK5802  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK5802  DYNAMIC HT  -           3.817 (meters)      12.52  (feet)  COMP
 CK5802  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CK5802
 CK5802  HORZ ORDER  -  THIRD
 CK5802  VERT ORDER  -  THIRD
 CK5802
 CK5802.The horizontal coordinates were established by classical geodetic methods
 CK5802.and adjusted by the National Geodetic Survey in March 2004..
 CK5802
 CK5802.The orthometric height was determined by differential leveling
 CK5802.and adjusted by the National Geodetic Survey in April 1995..
 CK5802
 CK5802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5802
 CK5802.The geoid height was determined by GEOID03.
 CK5802
 CK5802.The dynamic height is computed by dividing the NAVD 88
 CK5802.geopotential number by the normal gravity value computed on the
 CK5802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5802.degrees latitude (g = 980.6199 gals.).
 CK5802
 CK5802.The modeled gravity was interpolated from observed gravity values.
 CK5802
 CK5802;                    North         East     Units Scale Factor Converg.
 CK5802;SPC SC       -    85,204.485   694,183.719   MT  0.99996683   +0 29 58.4
 CK5802;SPC SC       -   279,542.27  2,277,505.64   iFT  0.99996683   +0 29 58.4
 CK5802;UTM  17      - 3,607,112.101   584,555.235   MT  0.99968816   +0 29 07.7
 CK5802
 CK5802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5802!SPC SC       -   1.00000456  x   0.99996683  =   0.99997139
 CK5802!UTM  17      -   1.00000456  x   0.99968816  =   0.99969272
 CK5802
 CK5802                          SUPERSEDED SURVEY CONTROL
 CK5802
 CK5802  NAD 83(1986)-  32 35 53.82469(N)    080 05 56.14411(W) AD(       ) 3
 CK5802  NGVD 29 (04/23/92)    4.119  (m)           13.51   (f) ADJUSTED    3 0
 CK5802
 CK5802.Superseded values are not recommended for survey control.
 CK5802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5802.See file dsdata.txt to determine how the superseded data were derived.
 CK5802
 CK5802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8455507112(NAD 83)
 CK5802_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5802_SETTING: 0 = UNSPECIFIED SETTING
 CK5802_STAMPING: 2675 1988
 CK5802_MARK LOGO: SCCC  
 CK5802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5802
 CK5802  HISTORY     - Date     Condition        Report By
 CK5802  HISTORY     - 1988     MONUMENTED       SCCC
 CK5802  HISTORY     - 20050125 MARK NOT FOUND   SCGS
 CK5802
 CK5802                          STATION DESCRIPTION
 CK5802
 CK5802'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5802'THE STATION IS LOCATED NEAR THE MIDDLE PORTION OF KIAWAH ISLAND.
 CK5802'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5802'AND DRIVE NORTHEAST ALONG THE BEACH FOR 0.80 MILE TO KIAWAH MILE 2.00
 CK5802'MARKER AND THE STATION.
 CK5802'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5802'MONUMENT SET INSIDE A 6 INCH PVC
 CK5802'COLLAR SURROUNDED BY CONCRETE AND
 CK5802'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5802'15.0 FEET LANDWARD FROM THE BACK OF THE PRIMARY DUNE.  THIS POINT IS
 CK5802'A TRAVERSE STATION.
 CK5802
 CK5802                          STATION RECOVERY (2005)
 CK5802
 CK5802'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5802'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5802'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5802'LOCATE THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED. RECOVERY BY
 CK5802'R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5804 ***********************************************************************
 CK5804  DESIGNATION -  2685
 CK5804  PID         -  CK5804
 CK5804  STATE/COUNTY-  SC/CHARLESTON
 CK5804  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5804
 CK5804                         *CURRENT SURVEY CONTROL
 CK5804  ___________________________________________________________________
 CK5804* NAD 83(2001)-  32 36 03.38479(N)    080 05 18.48901(W)     ADJUSTED  
 CK5804* NAVD 88     -         3.876  (meters)      12.72   (feet)  ADJUSTED  
 CK5804  ___________________________________________________________________
 CK5804  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 CK5804  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK5804  DYNAMIC HT  -           3.871 (meters)      12.70  (feet)  COMP
 CK5804  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 CK5804
 CK5804  HORZ ORDER  -  THIRD
 CK5804  VERT ORDER  -  THIRD
 CK5804
 CK5804.The horizontal coordinates were established by classical geodetic methods
 CK5804.and adjusted by the National Geodetic Survey in March 2004..
 CK5804
 CK5804.The orthometric height was determined by differential leveling
 CK5804.and adjusted by the National Geodetic Survey in April 1995..
 CK5804
 CK5804.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5804
 CK5804.The geoid height was determined by GEOID03.
 CK5804
 CK5804.The dynamic height is computed by dividing the NAVD 88
 CK5804.geopotential number by the normal gravity value computed on the
 CK5804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5804.degrees latitude (g = 980.6199 gals.).
 CK5804
 CK5804.The modeled gravity was interpolated from observed gravity values.
 CK5804
 CK5804;                    North         East     Units Scale Factor Converg.
 CK5804;SPC SC       -    85,507.865   695,162.876   MT  0.99996598   +0 30 19.3
 CK5804;SPC SC       -   280,537.61  2,280,718.10   iFT  0.99996598   +0 30 19.3
 CK5804;UTM  17      - 3,607,415.155   585,534.195   MT  0.99969021   +0 29 28.1
 CK5804
 CK5804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5804!SPC SC       -   1.00000456  x   0.99996598  =   0.99997054
 CK5804!UTM  17      -   1.00000456  x   0.99969021  =   0.99969476
 CK5804
 CK5804                          SUPERSEDED SURVEY CONTROL
 CK5804
 CK5804  NAD 83(1986)-  32 36 03.39450(N)    080 05 18.49213(W) AD(       ) 3
 CK5804  NGVD 29 (04/23/92)    4.173  (m)           13.69   (f) ADJUSTED    3 0
 CK5804
 CK5804.Superseded values are not recommended for survey control.
 CK5804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5804.See file dsdata.txt to determine how the superseded data were derived.
 CK5804
 CK5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8553407415(NAD 83)
 CK5804_MARKER: P = PIPE CAP
 CK5804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5804_STAMPING: 2685 1988
 CK5804_MARK LOGO: SCCC  
 CK5804_PROJECTION: RECESSED 30 CENTIMETERS
 CK5804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5804+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK5804
 CK5804  HISTORY     - Date     Condition        Report By
 CK5804  HISTORY     - 1988     MONUMENTED       SCCC
 CK5804  HISTORY     - 20050124 GOOD             SCGS
 CK5804
 CK5804                          STATION DESCRIPTION
 CK5804
 CK5804'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5804'THE STATION IS LOCATED NEAR THE MIDDLE PORTION OF KIAWAH ISLAND.
 CK5804'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5804'AND DRIVE NORTHEAST ALONG THE BEACH FOR 1.40 MILES TO KIAWAH MILE
 CK5804'2.65 MARKER AND THE STATION.
 CK5804'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5804'MONUMENT SET INSIDE A 6 INCH PVC
 CK5804'COLLAR SURROUNDED BY CONCRETE AND
 CK5804'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5804'25.0 FEET LANDWARD FROM THE BEACH, LOCATED ON THE PRIMARY DUNE. THIS
 CK5804'POINT IS A TRAVERSE STATION.
 CK5804
 CK5804                          STATION RECOVERY (2005)
 CK5804
 CK5804'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5804'STATION IS LOCATED ON KIAWAH ISLAND, 16.45 MILES SOUTHWEST OF
 CK5804'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5804'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5804'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5804'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5804'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5804'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5804'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5804'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5804'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5804'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5804'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5804'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5804'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5804'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5804'BEACH, TURN LEFT ON THE BEACH FOR  1.4 MILES TO THE STATION ON THE
 CK5804'LEFT AND NORTH OF THE DUNE FENCE LINE BETWEEN THE  BEACH AND THE GOLF
 CK5804'COURSE. STATION IS A PIPE MARK RECESSED 1.0 FOOT, 4.2 FEET NORTHEAST
 CK5804'OF THE WOOD FENCE POST  WITH A SCGS REFERENCE WASHER ATTACHED, 2.0
 CK5804'FEET NORTH NORTHEAST OF THE FENCE  LINE, 79.3 FEET SOUTHEAST OF THE
 CK5804'SOUTH EDGE OF A CONCRETE GOLF CART PATH, 1.2 FEET  SOUTHWEST OF A
 CK5804'WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5805 ***********************************************************************
 CK5805  DESIGNATION -  2690
 CK5805  PID         -  CK5805
 CK5805  STATE/COUNTY-  SC/CHARLESTON
 CK5805  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5805
 CK5805                         *CURRENT SURVEY CONTROL
 CK5805  ___________________________________________________________________
 CK5805* NAD 83(2001)-  32 36 09.42298(N)    080 04 53.19612(W)     ADJUSTED  
 CK5805* NAVD 88     -         3.693  (meters)      12.12   (feet)  ADJUSTED  
 CK5805  ___________________________________________________________________
 CK5805  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 CK5805  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 CK5805  DYNAMIC HT  -           3.689 (meters)      12.10  (feet)  COMP
 CK5805  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CK5805
 CK5805  HORZ ORDER  -  THIRD
 CK5805  VERT ORDER  -  THIRD
 CK5805
 CK5805.The horizontal coordinates were established by classical geodetic methods
 CK5805.and adjusted by the National Geodetic Survey in March 2004..
 CK5805
 CK5805.The orthometric height was determined by differential leveling
 CK5805.and adjusted by the National Geodetic Survey in April 1995..
 CK5805
 CK5805.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5805
 CK5805.The geoid height was determined by GEOID03.
 CK5805
 CK5805.The dynamic height is computed by dividing the NAVD 88
 CK5805.geopotential number by the normal gravity value computed on the
 CK5805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5805.degrees latitude (g = 980.6199 gals.).
 CK5805
 CK5805.The modeled gravity was interpolated from observed gravity values.
 CK5805
 CK5805;                    North         East     Units Scale Factor Converg.
 CK5805;SPC SC       -    85,699.696   695,820.698   MT  0.99996544   +0 30 33.3
 CK5805;SPC SC       -   281,166.98  2,282,876.31   iFT  0.99996544   +0 30 33.3
 CK5805;UTM  17      - 3,607,606.769   586,191.884   MT  0.99969161   +0 29 41.8
 CK5805
 CK5805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5805!SPC SC       -   1.00000459  x   0.99996544  =   0.99997003
 CK5805!UTM  17      -   1.00000459  x   0.99969161  =   0.99969620
 CK5805
 CK5805                          SUPERSEDED SURVEY CONTROL
 CK5805
 CK5805  NAD 83(1986)-  32 36 09.43277(N)    080 04 53.19940(W) AD(       ) 3
 CK5805  NGVD 29 (04/23/92)    3.990  (m)           13.09   (f) ADJUSTED    3 0
 CK5805
 CK5805.Superseded values are not recommended for survey control.
 CK5805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5805.See file dsdata.txt to determine how the superseded data were derived.
 CK5805
 CK5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8619207607(NAD 83)
 CK5805_MARKER: P = PIPE CAP
 CK5805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5805_STAMPING: 2690 1988
 CK5805_MARK LOGO: SCCC  
 CK5805_PROJECTION: FLUSH
 CK5805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5805+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK5805
 CK5805  HISTORY     - Date     Condition        Report By
 CK5805  HISTORY     - 1988     MONUMENTED       SCCC
 CK5805  HISTORY     - 20050125 GOOD             SCGS
 CK5805
 CK5805                          STATION DESCRIPTION
 CK5805
 CK5805'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5805'THE STATION IS LOCATED NEAR THE MIDDLE PORTION OF KIAWAH ISLAND.
 CK5805'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5805'AND DRIVE NORTHEAST ALONG THE BEACH FOR 1.85 MILES TO KIAWAH MILE
 CK5805'3.10 MARKER AND THE STATION.
 CK5805'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5805'MONUMENT SET INSIDE A 6 INCH PVC
 CK5805'COLLAR SURROUNDED BY CONCRETE AND
 CK5805'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5805'74.0 FEET LANDWARD FROM THE BEACH, LOCATED ON THE PRIMARY DUNE NEAR
 CK5805'THE EDGE OF MYRTLES.  THIS POINT IS A TRAVERSE STATION.
 CK5805
 CK5805                          STATION RECOVERY (2005)
 CK5805
 CK5805'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5805'STATION IS LOCATED ON KIAWAH ISLAND, 14.75 MILES SOUTHWEST OF
 CK5805'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5805'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5805'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5805'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5805'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5805'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5805'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5805'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5805'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5805'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5805'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5805'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5805'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5805'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5805'BEACH, TURN LEFT ON THE BEACH FOR  1.85 MILES TO THE STATION ON THE
 CK5805'LANDWARD SIDE OF THE DUNES IN FRONT OF A TWO STORY  SHINGLE-SIDED
 CK5805'HOUSE WITH THREE SMALL SQUARE WINDOWS ON THE CENTER GABLE. STATION IS
 CK5805'A PIPE MARK FLUSH WITH THE GROUND, 85.8 FEET EAST OF THE EAST EDGE OF
 CK5805'A PRIVATE BOARDWALK, 172.0 FEET NORTHEAST OF MILE MARKER 3.00, 0.9
 CK5805'FOOT WEST OF  A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5806 ***********************************************************************
 CK5806  DESIGNATION -  2695
 CK5806  PID         -  CK5806
 CK5806  STATE/COUNTY-  SC/CHARLESTON
 CK5806  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5806
 CK5806                         *CURRENT SURVEY CONTROL
 CK5806  ___________________________________________________________________
 CK5806* NAD 83(2001)-  32 36 14.68773(N)    080 04 26.78098(W)     ADJUSTED  
 CK5806* NAVD 88     -         3.442  (meters)      11.29   (feet)  ADJUSTED  
 CK5806  ___________________________________________________________________
 CK5806  X           -     927,069.699 (meters)                     COMP
 CK5806  Y           -  -5,297,732.451 (meters)                     COMP
 CK5806  Z           -   3,417,036.128 (meters)                     COMP
 CK5806  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 CK5806  ELLIP HEIGHT-         -29.53  (meters)          (05/31/05) GPS OBS
 CK5806  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CK5806  DYNAMIC HT  -           3.438 (meters)      11.28  (feet)  COMP
 CK5806  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK5806
 CK5806  HORZ ORDER  -  FIRST
 CK5806  VERT ORDER  -  THIRD
 CK5806  ELLP ORDER  -  FOURTH    CLASS I
 CK5806
 CK5806.The horizontal coordinates were established by GPS observations
 CK5806.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 CK5806
 CK5806.The orthometric height was determined by differential leveling
 CK5806.and adjusted by the National Geodetic Survey in April 1995..
 CK5806
 CK5806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5806
 CK5806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5806
 CK5806.The ellipsoidal height was determined by GPS observations
 CK5806.and is referenced to NAD 83.
 CK5806
 CK5806.The geoid height was determined by GEOID03.
 CK5806
 CK5806.The dynamic height is computed by dividing the NAVD 88
 CK5806.geopotential number by the normal gravity value computed on the
 CK5806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5806.degrees latitude (g = 980.6199 gals.).
 CK5806
 CK5806.The modeled gravity was interpolated from observed gravity values.
 CK5806
 CK5806;                    North         East     Units Scale Factor Converg.
 CK5806;SPC SC       -    85,868.010   696,507.968   MT  0.99996497   +0 30 47.9
 CK5806;SPC SC       -   281,719.19  2,285,131.13   iFT  0.99996497   +0 30 47.9
 CK5806;UTM  17      - 3,607,774.865   586,879.009   MT  0.99969307   +0 29 56.2
 CK5806
 CK5806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5806!SPC SC       -   1.00000464  x   0.99996497  =   0.99996961
 CK5806!UTM  17      -   1.00000464  x   0.99969307  =   0.99969771
 CK5806
 CK5806                          SUPERSEDED SURVEY CONTROL
 CK5806
 CK5806  NAD 83(2001)-  32 36 14.68984(N)    080 04 26.78144(W) AD(       ) 3
 CK5806  NAD 83(1986)-  32 36 14.69969(N)    080 04 26.78482(W) AD(       ) 3
 CK5806  NAVD 88 (05/31/05)    3.44   (m)           11.3    (f) LEVELING    3  
 CK5806  NGVD 29 (04/23/92)    3.740  (m)           12.27   (f) ADJUSTED    3 0
 CK5806
 CK5806.Superseded values are not recommended for survey control.
 CK5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5806.See file dsdata.txt to determine how the superseded data were derived.
 CK5806
 CK5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8687907775(NAD 83)
 CK5806_MARKER: P = PIPE CAP
 CK5806_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5806_STAMPING: 2695 1988
 CK5806_MARK LOGO: SCCC  
 CK5806_PROJECTION: FLUSH
 CK5806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5806+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 CK5806
 CK5806  HISTORY     - Date     Condition        Report By
 CK5806  HISTORY     - 1988     MONUMENTED       SCCC
 CK5806  HISTORY     - 20050124 GOOD             SCGS
 CK5806
 CK5806                          STATION DESCRIPTION
 CK5806
 CK5806'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5806'THE STATION IS LOCATED NEAR THE MIDDLE OF KIAWAH ISLAND.
 CK5806'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5806'AND DRIVE NORTHEAST ALONG THE BEACH FOR 2.25 MILES TO KIAWAH MILE
 CK5806'3.50 MARKER AND THE STATION.
 CK5806'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5806'MONUMENT SET INSIDE A 6 INCH PVC
 CK5806'COLLAR SURROUNDED BY CONCRETE AND
 CK5806'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5806'41.0 FEET LANDWARD FROM THE CREST OF THE PRIMARY DUNE.  THIS POINT IS
 CK5806'A TRAVERSE STATION.
 CK5806
 CK5806                          STATION RECOVERY (2005)
 CK5806
 CK5806'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5806'STATION IS LOCATED ON KIAWAH ISLAND, 14.4 MILES SOUTHWEST OF
 CK5806'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5806'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5806'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5806'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5806'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5806'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5806'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5806'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5806'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5806'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5806'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5806'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5806'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5806'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5806'BEACH, TURN LEFT ON THE BEACH FOR  2.3 MILES TO THE STATION ON THE
 CK5806'LEFT NEAR A CONCRETE POST MARKED (20/20 ON THE  LANDWARD SIDE OF THE
 CK5806'DUNE LINE. STATION IS A PIPE MARK FLUSH WITH THE GROUND, 27.5 FEET
 CK5806'WEST SOUTHWEST OF THE WEST  EDGE OF A PRIVATE BOARDWALK, 99.8 FEET
 CK5806'EAST OF THE EAST EDGE OF A PRIVATE BOARDWALK,  10.8 FEET WEST OF THE
 CK5806'CONCRETE POST PROJECTING 1.2-FOOT, 1.8 FEET WEST OF A WITNESS  POST.
 CK5806'NOTE-KEY IS REQUIRED AT GATE FOR ACCESS ROAD (B). RECOVERED BY R.P.
 CK5806'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1887 ***********************************************************************
 CK1887  DESIGNATION -  27 002
 CK1887  PID         -  CK1887
 CK1887  STATE/COUNTY-  SC/JASPER
 CK1887  USGS QUAD   -  YEMASSEE (1988)
 CK1887
 CK1887                         *CURRENT SURVEY CONTROL
 CK1887  ___________________________________________________________________
 CK1887* NAD 83(1986)-  32 38 05.     (N)    080 52 15.     (W)     SCALED    
 CK1887* NAVD 88     -         7.578  (meters)      24.86   (feet)  ADJUSTED  
 CK1887  ___________________________________________________________________
 CK1887  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK1887  DYNAMIC HT  -           7.570 (meters)      24.84  (feet)  COMP
 CK1887  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 CK1887
 CK1887  VERT ORDER  -  FIRST     CLASS II
 CK1887
 CK1887.The horizontal coordinates were scaled from a topographic map and have
 CK1887.an estimated accuracy of +/- 6 seconds.
 CK1887
 CK1887.The orthometric height was determined by differential leveling
 CK1887.and adjusted by the National Geodetic Survey in June 1991..
 CK1887
 CK1887.The geoid height was determined by GEOID03.
 CK1887
 CK1887.The dynamic height is computed by dividing the NAVD 88
 CK1887.geopotential number by the normal gravity value computed on the
 CK1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1887.degrees latitude (g = 980.6199 gals.).
 CK1887
 CK1887.The modeled gravity was interpolated from observed gravity values.
 CK1887
 CK1887;                    North         East    Units  Estimated Accuracy
 CK1887;SPC SC       -    88,880.      621,720.      MT  (+/- 180 meters Scaled)
 CK1887
 CK1887                          SUPERSEDED SURVEY CONTROL
 CK1887
 CK1887  NGVD 29 (03/21/89)    7.859  (m)           25.78   (f) ADJUSTED    1 2
 CK1887
 CK1887.Superseded values are not recommended for survey control.
 CK1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1887.See file dsdata.txt to determine how the superseded data were derived.
 CK1887
 CK1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS121108(NAD 83)
 CK1887_MARKER: DB = BENCH MARK DISK
 CK1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1887_SP_SET: CONCRETE POST
 CK1887_STAMPING: VERT 27 002 1981
 CK1887_MARK LOGO: SCGS  
 CK1887_PROJECTION: FLUSH
 CK1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1887
 CK1887  HISTORY     - Date     Condition        Report By
 CK1887  HISTORY     - 1981     MONUMENTED       SCGS
 CK1887  HISTORY     - 1982     GOOD             SCGS
 CK1887
 CK1887                          STATION DESCRIPTION
 CK1887
 CK1887'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1887'3.2 KM (2.0 MI) SSW FROM YEMASSEE.
 CK1887'5.0 KILOMETERS (3.1 MILES) SOUTHEAST ALONG COUNTY HIGHWAY S-7-3
 CK1887'FROM THE SEABOARD COAST RAILROAD CROSSING IN YEMASSEE, THENCE
 CK1887'1.9 KILOMETERS (1.2 MILES) SOUTH ALONG U.S. HIGHWAY 21 AND ALTERNATE
 CK1887'17, THENCE 1.8 KILOMETER (1.1 MILES) WEST, RIGHT FORK ALONG U.S.
 CK1887'HIGHWAY 17, SET IN A GROUP OF PINE TREES IN FRONT OF A BRICK STORE
 CK1887'BUILDING WITH A CIRCLE DRIVE, 21.4 METERS (70.7 FEET) SOUTH
 CK1887'SOUTHEAST OF THE FRONT DOOR OF THE STORE, 10.5 METERS (34.7 FEET)
 CK1887'NORTH NORTHWEST OF THE CENTER OF THE SOUTHWEST BOUND LANE OF THE
 CK1887'HIGHWAY, 3.1 METERS (10.0 FEET) SOUTH OF A 24 INCH PINE TREE.
 CK1887'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK1887
 CK1887                          STATION RECOVERY (1982)
 CK1887
 CK1887'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1888 ***********************************************************************
 CK1888  DESIGNATION -  27 003
 CK1888  PID         -  CK1888
 CK1888  STATE/COUNTY-  SC/JASPER
 CK1888  USGS QUAD   -  MC PHERSONVILLE (1988)
 CK1888
 CK1888                         *CURRENT SURVEY CONTROL
 CK1888  ___________________________________________________________________
 CK1888* NAD 83(1986)-  32 37 35.     (N)    080 53 01.     (W)     SCALED    
 CK1888* NAVD 88     -         5.030  (meters)      16.50   (feet)  ADJUSTED  
 CK1888  ___________________________________________________________________
 CK1888  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 CK1888  DYNAMIC HT  -           5.025 (meters)      16.49  (feet)  COMP
 CK1888  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CK1888
 CK1888  VERT ORDER  -  FIRST     CLASS II
 CK1888
 CK1888.The horizontal coordinates were scaled from a topographic map and have
 CK1888.an estimated accuracy of +/- 6 seconds.
 CK1888
 CK1888.The orthometric height was determined by differential leveling
 CK1888.and adjusted by the National Geodetic Survey in June 1991..
 CK1888
 CK1888.The geoid height was determined by GEOID03.
 CK1888
 CK1888.The dynamic height is computed by dividing the NAVD 88
 CK1888.geopotential number by the normal gravity value computed on the
 CK1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1888.degrees latitude (g = 980.6199 gals.).
 CK1888
 CK1888.The modeled gravity was interpolated from observed gravity values.
 CK1888
 CK1888;                    North         East    Units  Estimated Accuracy
 CK1888;SPC SC       -    87,960.      620,520.      MT  (+/- 180 meters Scaled)
 CK1888
 CK1888                          SUPERSEDED SURVEY CONTROL
 CK1888
 CK1888  NGVD 29 (03/21/89)    5.311  (m)           17.42   (f) ADJUSTED    1 2
 CK1888
 CK1888.Superseded values are not recommended for survey control.
 CK1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1888.See file dsdata.txt to determine how the superseded data were derived.
 CK1888
 CK1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS109098(NAD 83)
 CK1888_MARKER: DB = BENCH MARK DISK
 CK1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1888_SP_SET: CONCRETE POST
 CK1888_STAMPING: VERT 27 003 1981
 CK1888_MARK LOGO: SCGS  
 CK1888_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1888
 CK1888  HISTORY     - Date     Condition        Report By
 CK1888  HISTORY     - 1981     MONUMENTED       SCGS
 CK1888
 CK1888                          STATION DESCRIPTION
 CK1888
 CK1888'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1888'7.6 KM (4.7 MI) SE FROM YEMASSEE.
 CK1888'5.0 KILOMETERS (3.1 MILES) SOUTHEAST ALONG COUNTY HIGHWAY S-7-3
 CK1888'FROM THE SEABOARD COAST RAILROAD CROSSING IN YEMASSEE, THENCE
 CK1888'1.9 KILOMETERS (1.2 MILES) SOUTH ALONG U.S. HIGHWAY 21 AND
 CK1888'ALTERNATE 17, THENCE 2.4 KILOMETERS (1.5 MILES) SOUTHWEST ALONG
 CK1888'U.S. HIGHWAY 17 SOUTH, THENCE 1.05 KILOMETERS (0.65 MILE) SOUTH
 CK1888'AND SOUTHWEST ALONG FRONTAGE ROAD TO A PAVED SIDE ROAD LEFT, SET
 CK1888'NORTHEAST OF THE PAVED SIDEROAD, 25.8 METERS (84.5 FEET) NORTHWEST
 CK1888'OF THE CENTER OF THE PAVED ROAD LEFT, 10.1 METERS (33.3 FEET)
 CK1888'SOUTHEAST OF THE CENTER OF FRONTAGE ROAD, 1.6 METERS (5.3 FEET)
 CK1888'NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER.
 CK1888'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CK1888'THE MARK IS 1.5 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1889 ***********************************************************************
 CK1889  DESIGNATION -  27 004
 CK1889  PID         -  CK1889
 CK1889  STATE/COUNTY-  SC/JASPER
 CK1889  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1889
 CK1889                         *CURRENT SURVEY CONTROL
 CK1889  ___________________________________________________________________
 CK1889* NAD 83(1986)-  32 36 43.     (N)    080 53 39.     (W)     SCALED    
 CK1889* NAVD 88     -        14.132  (meters)      46.36   (feet)  ADJUSTED  
 CK1889  ___________________________________________________________________
 CK1889  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK1889  DYNAMIC HT  -          14.116 (meters)      46.31  (feet)  COMP
 CK1889  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CK1889
 CK1889  VERT ORDER  -  FIRST     CLASS II
 CK1889
 CK1889.The horizontal coordinates were scaled from a topographic map and have
 CK1889.an estimated accuracy of +/- 6 seconds.
 CK1889
 CK1889.The orthometric height was determined by differential leveling
 CK1889.and adjusted by the National Geodetic Survey in June 1991..
 CK1889
 CK1889.The geoid height was determined by GEOID03.
 CK1889
 CK1889.The dynamic height is computed by dividing the NAVD 88
 CK1889.geopotential number by the normal gravity value computed on the
 CK1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1889.degrees latitude (g = 980.6199 gals.).
 CK1889
 CK1889.The modeled gravity was interpolated from observed gravity values.
 CK1889
 CK1889;                    North         East    Units  Estimated Accuracy
 CK1889;SPC SC       -    86,360.      619,530.      MT  (+/- 180 meters Scaled)
 CK1889
 CK1889                          SUPERSEDED SURVEY CONTROL
 CK1889
 CK1889  NGVD 29 (03/21/89)   14.413  (m)           47.29   (f) ADJUSTED    1 2
 CK1889
 CK1889.Superseded values are not recommended for survey control.
 CK1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1889.See file dsdata.txt to determine how the superseded data were derived.
 CK1889
 CK1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS099082(NAD 83)
 CK1889_MARKER: DB = BENCH MARK DISK
 CK1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1889_SP_SET: CONCRETE POST
 CK1889_STAMPING: VERT 27 004 1981
 CK1889_MARK LOGO: SCGS  
 CK1889_PROJECTION: FLUSH
 CK1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1889
 CK1889  HISTORY     - Date     Condition        Report By
 CK1889  HISTORY     - 1981     MONUMENTED       SCGS
 CK1889
 CK1889                          STATION DESCRIPTION
 CK1889
 CK1889'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1889'10.3 KM (6.4 MI) SE FROM YEMASSEE.
 CK1889'5.0 KILOMETERS (3.1 MILES) SOUTH SOUTHEAST ALONG COUNTY HIGHWAY
 CK1889'S-7-3, FROM THE SEABOARD COAST RAILROAD CROSSING IN YEMASSEE, THENCE
 CK1889'1.9 KILOMETERS (1.2 MILES) SOUTH ALONG U.S. HIGHWAY 21 AND ALTERNATE
 CK1889'17, THENCE 2.4 KILOMETERS (1.5 MILES) SOUTHWEST ALONG U.S. HIGHWAY
 CK1889'17 SOUTH, THENCE 2.9 KILOMETERS (1.85 MILES) SOUTH AND SOUTHWEST
 CK1889'ALONG FRONTAGE ROAD, TO A PAVED SIDE ROAD LEFT (S-27-344), SET IN
 CK1889'LINE WITH THE EXTENDED CENTERLINE OF THE SIDEROAD ALONG A WIRE FENCE
 CK1889'THAT PARALLELS INTERSTATE 95, 22.2 METERS (72.9 FEET) NORTHWEST
 CK1889'OF A CULVERT UNDER THE COUNTY ROAD, 9.4 METERS (31.1 FEET) WEST OF
 CK1889'THE CENTER OF FRONTAGE ROAD, 0.7 METER (2.4 FEET) SOUTHEAST OF A
 CK1889'WIRE FENCE.
 CK1889'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CK1889'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1895 ***********************************************************************
 CK1895  DESIGNATION -  27 005
 CK1895  PID         -  CK1895
 CK1895  STATE/COUNTY-  SC/JASPER
 CK1895  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1895
 CK1895                         *CURRENT SURVEY CONTROL
 CK1895  ___________________________________________________________________
 CK1895* NAD 83(1986)-  32 35 44.     (N)    080 54 47.     (W)     SCALED    
 CK1895* NAVD 88     -         4.223  (meters)      13.86   (feet)  ADJUSTED  
 CK1895  ___________________________________________________________________
 CK1895  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1895  DYNAMIC HT  -           4.218 (meters)      13.84  (feet)  COMP
 CK1895  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 CK1895
 CK1895  VERT ORDER  -  FIRST     CLASS II
 CK1895
 CK1895.The horizontal coordinates were scaled from a topographic map and have
 CK1895.an estimated accuracy of +/- 6 seconds.
 CK1895
 CK1895.The orthometric height was determined by differential leveling
 CK1895.and adjusted by the National Geodetic Survey in June 1991..
 CK1895
 CK1895.The geoid height was determined by GEOID03.
 CK1895
 CK1895.The dynamic height is computed by dividing the NAVD 88
 CK1895.geopotential number by the normal gravity value computed on the
 CK1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1895.degrees latitude (g = 980.6199 gals.).
 CK1895
 CK1895.The modeled gravity was interpolated from observed gravity values.
 CK1895
 CK1895;                    North         East    Units  Estimated Accuracy
 CK1895;SPC SC       -    84,540.      617,760.      MT  (+/- 180 meters Scaled)
 CK1895
 CK1895                          SUPERSEDED SURVEY CONTROL
 CK1895
 CK1895  NGVD 29 (03/21/89)    4.503  (m)           14.77   (f) ADJUSTED    1 2
 CK1895
 CK1895.Superseded values are not recommended for survey control.
 CK1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1895.See file dsdata.txt to determine how the superseded data were derived.
 CK1895
 CK1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS081064(NAD 83)
 CK1895_MARKER: DB = BENCH MARK DISK
 CK1895_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK1895_SP_SET: BRIDGE PILLAR
 CK1895_STAMPING: VERT 27 005 1981
 CK1895_MARK LOGO: SCGS  
 CK1895_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK1895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1895+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1996
 CK1895
 CK1895  HISTORY     - Date     Condition        Report By
 CK1895  HISTORY     - 1981     MONUMENTED       SCGS
 CK1895  HISTORY     - 19961107 GOOD             SCGS
 CK1895
 CK1895                          STATION DESCRIPTION
 CK1895
 CK1895'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1895'1.6 KM (1.0 MI) NE FROM COOSAWHATCHIE.
 CK1895'1.6 KILOMETER (1.0 MILE) NORTH ALONG OLD U.S. HIGHWAY 17 AS IT
 CK1895'PARALLELS INTERSTATE HIGHWAY 95, FROM THE JUNCTION OF STATE HIGHWAY
 CK1895'462 WEST IN COOSAWHATCHIE, TO BRIDGE CROSSING INTERSTATE 95, SET
 CK1895'VERTICALLY IN THE NORTHERN MOST PILLAR OF THE BRIDGE, 6.4 METERS
 CK1895'(20.8 FEET) EAST OF CENTER OF HIGHWAY 17 NORTH, 0.7 METER (2.3 FEET)
 CK1895'EAST OF GUARDRAIL.
 CK1895'THE MARK IS 1.5 M ABOVE FRONTAGE ROAD.
 CK1895
 CK1895                          STATION RECOVERY (1996)
 CK1895
 CK1895'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK1895'STATION IS LOCATED 8.85 MILES (14.24 KM) NORTHEAST OF RIDGELAND, 8.3
 CK1895'MILES (13.4 KM) SOUTH SOUTHEAST OF GRAYS.  OWNERSHIP--SCDOT, DIRECTOR
 CK1895'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK1895'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CK1895'INTERSTATE 95, U.S. HIGHWAY 17 AND STATE HIGHWAY 462 (EXIT 28) IN
 CK1895'COOSAWHATCHIE, GO NORTH NORTHWEST ON HIGHWAY 462 FOR 0.2 MILE (0.3 KM)
 CK1895'TO THE JUNCTION OF HIGHWAY 462 WEST, TURN RIGHT ON HIGHWAY 462 FOR 0.6
 CK1895'MILE (1.0 KM) TO THE JUNCTION OF AN OLD FRONTAGE ROAD, CONTINUE ON
 CK1895'FRONTAGE ROAD FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE LEFT SET
 CK1895'VERTICALLY IN THE NORTH PILLAR OF BRIDGE THAT CROSSES INTERSTATE 95.
 CK1895'STATION IS A DRILL MARK IN PILLAR, 4.5 FEET (1.4 M) ABOVE THE ROAD,
 CK1895'20.8 FEET (6.3 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 2.9 FEET
 CK1895'(0.9 M) WEST OF A WITNESS POST.  RECOVERED BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1896 ***********************************************************************
 CK1896  DESIGNATION -  27 006
 CK1896  PID         -  CK1896
 CK1896  STATE/COUNTY-  SC/JASPER
 CK1896  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1896
 CK1896                         *CURRENT SURVEY CONTROL
 CK1896  ___________________________________________________________________
 CK1896* NAD 83(1986)-  32 34 46.     (N)    080 55 46.     (W)     SCALED    
 CK1896* NAVD 88     -        11.073  (meters)      36.33   (feet)  ADJUSTED  
 CK1896  ___________________________________________________________________
 CK1896  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK1896  DYNAMIC HT  -          11.060 (meters)      36.29  (feet)  COMP
 CK1896  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CK1896
 CK1896  VERT ORDER  -  FIRST     CLASS II
 CK1896
 CK1896.The horizontal coordinates were scaled from a topographic map and have
 CK1896.an estimated accuracy of +/- 6 seconds.
 CK1896
 CK1896.The orthometric height was determined by differential leveling
 CK1896.and adjusted by the National Geodetic Survey in November 2000..
 CK1896
 CK1896.The geoid height was determined by GEOID03.
 CK1896
 CK1896.The dynamic height is computed by dividing the NAVD 88
 CK1896.geopotential number by the normal gravity value computed on the
 CK1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1896.degrees latitude (g = 980.6199 gals.).
 CK1896
 CK1896.The modeled gravity was interpolated from observed gravity values.
 CK1896
 CK1896;                    North         East    Units  Estimated Accuracy
 CK1896;SPC SC       -    82,750.      616,230.      MT  (+/- 180 meters Scaled)
 CK1896
 CK1896                          SUPERSEDED SURVEY CONTROL
 CK1896
 CK1896  NAVD 88 (06/15/91)   11.077  (m)           36.34   (f) UNKNOWN     1 2
 CK1896  NGVD 29 (03/21/89)   11.358  (m)           37.26   (f) ADJUSTED    1 2
 CK1896
 CK1896.Superseded values are not recommended for survey control.
 CK1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1896.See file dsdata.txt to determine how the superseded data were derived.
 CK1896
 CK1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS066046(NAD 83)
 CK1896_MARKER: DB = BENCH MARK DISK
 CK1896_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK1896_SP_SET: BRIDGE HEADWALL
 CK1896_STAMPING: VERT 27 006 1981
 CK1896_MARK LOGO: SCGS  
 CK1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1896+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1996
 CK1896
 CK1896  HISTORY     - Date     Condition        Report By
 CK1896  HISTORY     - 1981     MONUMENTED       SCGS
 CK1896  HISTORY     - 19961107 GOOD             SCGS
 CK1896  HISTORY     - 19980701 GOOD             SCGS
 CK1896
 CK1896                          STATION DESCRIPTION
 CK1896
 CK1896'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1896'0.3 KM (0.2 MI) SOUTH FROM COOSAWHATCHIE.
 CK1896'SET IN THE MOST EASTERLY HEADWALL OF THE STATE HIGHWAY 462 BRIDGE
 CK1896'OVER INTERSTATE HIGHWAY 95, JUST SOUTH OF COOSAWHATCHIE, 7.2 METERS
 CK1896'(23.6 FEET) EAST NORTHEAST OF THE CENTER OF HIGHWAY 462.
 CK1896'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK1896
 CK1896                          STATION RECOVERY (1996)
 CK1896
 CK1896'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK1896'STATION IS LOCATED IN THE EAST END OF THE U.S. HIGHWAY 462 OVERPASS
 CK1896'OVER INTERSTATE 95 IN COOSAWHATCHIE, 7.45 MILES (11.99 KM) NORTHEAST
 CK1896'OF RIDGELAND, 8.4 MILES (13.5 KM) SOUTH SOUTHEAST OF GRAYS.
 CK1896'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK1896'SC 29202, PHONE 803-737-1350.  STATION IS A DRILL MARK IN BRIDGE AND
 CK1896'1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 23.6 FEET (7.2 M) EAST NORTHEAST
 CK1896'OF THE CENTER OF THE HIGHWAY. RECOVERED BY L.A. OWENS.
 CK1896
 CK1896                          STATION RECOVERY (1998)
 CK1896
 CK1896'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK1896'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1902 ***********************************************************************
 CK1902  DESIGNATION -  27 007
 CK1902  PID         -  CK1902
 CK1902  STATE/COUNTY-  SC/JASPER
 CK1902  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1902
 CK1902                         *CURRENT SURVEY CONTROL
 CK1902  ___________________________________________________________________
 CK1902* NAD 83(1986)-  32 31 19.     (N)    080 53 28.     (W)     SCALED    
 CK1902* NAVD 88     -         4.888  (meters)      16.04   (feet)  ADJUSTED  
 CK1902  ___________________________________________________________________
 CK1902  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1902  DYNAMIC HT  -           4.882 (meters)      16.02  (feet)  COMP
 CK1902  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CK1902
 CK1902  VERT ORDER  -  FIRST     CLASS II
 CK1902
 CK1902.The horizontal coordinates were scaled from a topographic map and have
 CK1902.an estimated accuracy of +/- 6 seconds.
 CK1902
 CK1902.The orthometric height was determined by differential leveling
 CK1902.and adjusted by the National Geodetic Survey in June 1991..
 CK1902
 CK1902.The geoid height was determined by GEOID03.
 CK1902
 CK1902.The dynamic height is computed by dividing the NAVD 88
 CK1902.geopotential number by the normal gravity value computed on the
 CK1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1902.degrees latitude (g = 980.6199 gals.).
 CK1902
 CK1902.The modeled gravity was interpolated from observed gravity values.
 CK1902
 CK1902;                    North         East    Units  Estimated Accuracy
 CK1902;SPC SC       -    76,380.      619,830.      MT  (+/- 180 meters Scaled)
 CK1902
 CK1902                          SUPERSEDED SURVEY CONTROL
 CK1902
 CK1902  NGVD 29 (03/21/89)    5.171  (m)           16.97   (f) ADJUSTED    1 2
 CK1902
 CK1902.Superseded values are not recommended for survey control.
 CK1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1902.See file dsdata.txt to determine how the superseded data were derived.
 CK1902
 CK1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR102982(NAD 83)
 CK1902_MARKER: DB = BENCH MARK DISK
 CK1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1902_SP_SET: CONCRETE POST
 CK1902_STAMPING: VERT 27 007 1981
 CK1902_MARK LOGO: SCGS  
 CK1902_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1902
 CK1902  HISTORY     - Date     Condition        Report By
 CK1902  HISTORY     - 1981     MONUMENTED       SCGS
 CK1902
 CK1902                          STATION DESCRIPTION
 CK1902
 CK1902'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1902'7.6 KM (4.75 MI) SOUTH FROM COOSAWHATCHIE.
 CK1902'7.6 KILOMETERS (4.75 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM
 CK1902'THE JUNCTION OF INTERSTATE HIGHWAY 95 IN COOSWHATCHIE, TO A CURVE
 CK1902'RIGHT AND COUNTY ROAD S-27-19 LEFT, SET BY A POWERLINE POLE WITH
 CK1902'LINES CROSSING THE MAIN ROAD, 25.0 METERS (82.0 FEET) NORTH NORTHWEST
 CK1902'OF THE CENTER OF THE COUNTY ROAD, 10.6 METERS (35.0 FEET) NORTHEAST
 CK1902'OF THE CENTER OF HIGHWAY 462, 6.4 METERS (21.0 FEET) SOUTH OF A 25
 CK1902'INCH PINE, 0.9 METER (3.0 FEET) SOUTH SOUTHEAST OF A POWERLINE POLE.
 CK1902'THE MARK IS 0.5 METERS  SSW FROM A WITNESS POST.
 CK1902'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1910 ***********************************************************************
 CK1910  DESIGNATION -  27 008
 CK1910  PID         -  CK1910
 CK1910  STATE/COUNTY-  SC/JASPER
 CK1910  USGS QUAD   -  RIDGELAND (1979)
 CK1910
 CK1910                         *CURRENT SURVEY CONTROL
 CK1910  ___________________________________________________________________
 CK1910* NAD 83(1986)-  32 28 23.     (N)    080 52 59.     (W)     SCALED    
 CK1910* NAVD 88     -         5.934  (meters)      19.47   (feet)  ADJUSTED  
 CK1910  ___________________________________________________________________
 CK1910  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 CK1910  DYNAMIC HT  -           5.928 (meters)      19.45  (feet)  COMP
 CK1910  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CK1910
 CK1910  VERT ORDER  -  FIRST     CLASS II
 CK1910
 CK1910.The horizontal coordinates were scaled from a topographic map and have
 CK1910.an estimated accuracy of +/- 6 seconds.
 CK1910
 CK1910.The orthometric height was determined by differential leveling
 CK1910.and adjusted by the National Geodetic Survey in June 1991..
 CK1910
 CK1910.The geoid height was determined by GEOID03.
 CK1910
 CK1910.The dynamic height is computed by dividing the NAVD 88
 CK1910.geopotential number by the normal gravity value computed on the
 CK1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1910.degrees latitude (g = 980.6199 gals.).
 CK1910
 CK1910.The modeled gravity was interpolated from observed gravity values.
 CK1910
 CK1910;                    North         East    Units  Estimated Accuracy
 CK1910;SPC SC       -    70,960.      620,590.      MT  (+/- 180 meters Scaled)
 CK1910
 CK1910                          SUPERSEDED SURVEY CONTROL
 CK1910
 CK1910  NGVD 29 (03/21/89)    6.217  (m)           20.40   (f) ADJUSTED    1 2
 CK1910
 CK1910.Superseded values are not recommended for survey control.
 CK1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1910.See file dsdata.txt to determine how the superseded data were derived.
 CK1910
 CK1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR109928(NAD 83)
 CK1910_MARKER: DB = BENCH MARK DISK
 CK1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1910_SP_SET: CONCRETE POST
 CK1910_STAMPING: VERT 27 008 1981
 CK1910_MARK LOGO: SCGS  
 CK1910_PROJECTION: PROJECTING 8 CENTIMETERS
 CK1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1910
 CK1910  HISTORY     - Date     Condition        Report By
 CK1910  HISTORY     - 1981     MONUMENTED       SCGS
 CK1910
 CK1910                          STATION DESCRIPTION
 CK1910
 CK1910'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1910'13.7 KM (8.5 MI) SOUTH FROM COOSAWHATCHIE.
 CK1910'13.7 KILOMETERS (8.5 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM
 CK1910'THE JUNCTION OF INTERSTATE HIGHWAY 95 IN COOSAWHATCHIE, TO A SAND
 CK1910'ROAD LEFT ON THE OUTSIDE OF A CURVE, 1.9 KILOMETERS (1.2 MILES)
 CK1910'BEFORE REACHING STATE HIGHWAY 278 WEST, TO RIDGELAND, SET ON A 5
 CK1910'FOOT HIGH BANK, ACROSS THE ROAD AND NORTH OF THE SAND ROAD LEADING
 CK1910'SOUTHWEST, 71.9 METERS (236.0 FEET) NORTH NORTHEAST OF THE EXTENDED
 CK1910'CENTER OF THE SAND ROAD, 11.6 METERS (38.0 FEET) WEST NORTHWEST OF
 CK1910'THE CENTER OF THE HIGHWAY, 3.65 METERS (12.0 FEET) SOUTH OF A 12
 CK1910'INCH OAK TREE LEANING TOWARDS THE ROAD.
 CK1910'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 CK1910'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1911 ***********************************************************************
 CK1911  DESIGNATION -  27 009
 CK1911  PID         -  CK1911
 CK1911  STATE/COUNTY-  SC/JASPER
 CK1911  USGS QUAD   -  LAUREL BAY (1962)
 CK1911
 CK1911                         *CURRENT SURVEY CONTROL
 CK1911  ___________________________________________________________________
 CK1911* NAD 83(1986)-  32 28 12.     (N)    080 52 08.     (W)     SCALED    
 CK1911* NAVD 88     -         4.277  (meters)      14.03   (feet)  ADJUSTED  
 CK1911  ___________________________________________________________________
 CK1911  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1911  DYNAMIC HT  -           4.272 (meters)      14.02  (feet)  COMP
 CK1911  MODELED GRAV-     979,514.2   (mgal)                       NAVD 88
 CK1911
 CK1911  VERT ORDER  -  FIRST     CLASS II
 CK1911
 CK1911.The horizontal coordinates were scaled from a topographic map and have
 CK1911.an estimated accuracy of +/- 6 seconds.
 CK1911
 CK1911.The orthometric height was determined by differential leveling
 CK1911.and adjusted by the National Geodetic Survey in June 1991..
 CK1911
 CK1911.The geoid height was determined by GEOID03.
 CK1911
 CK1911.The dynamic height is computed by dividing the NAVD 88
 CK1911.geopotential number by the normal gravity value computed on the
 CK1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1911.degrees latitude (g = 980.6199 gals.).
 CK1911
 CK1911.The modeled gravity was interpolated from observed gravity values.
 CK1911
 CK1911;                    North         East    Units  Estimated Accuracy
 CK1911;SPC SC       -    70,620.      621,930.      MT  (+/- 180 meters Scaled)
 CK1911
 CK1911                          SUPERSEDED SURVEY CONTROL
 CK1911
 CK1911  NGVD 29 (03/21/89)    4.560  (m)           14.96   (f) ADJUSTED    1 2
 CK1911
 CK1911.Superseded values are not recommended for survey control.
 CK1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1911.See file dsdata.txt to determine how the superseded data were derived.
 CK1911
 CK1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR123925(NAD 83)
 CK1911_MARKER: DB = BENCH MARK DISK
 CK1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1911_SP_SET: CONCRETE POST
 CK1911_STAMPING: VERT 27 009 1981
 CK1911_MARK LOGO: SCGS  
 CK1911_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1911
 CK1911  HISTORY     - Date     Condition        Report By
 CK1911  HISTORY     - 1981     MONUMENTED       SCGS
 CK1911
 CK1911                          STATION DESCRIPTION
 CK1911
 CK1911'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1911'14.5 KM (9.0 MI) EAST FROM COOSAWHATCHIE.
 CK1911'13.7 KILOMETERS (8.5 MILES) SOUTH ALONG STATE HIGHWAY 462 FROM
 CK1911'THE JUNCTION OF INTERSTATE HIGHWAY 95 IN COOSAWHATCHIE, TO A SAND
 CK1911'ROAD LEFT ON THE OUTSIDE OF A CURVE, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK1911'SOUTHEAST ALONG THE SAND ROAD TO A POWERLINE POLE ON THE LEFT, JUST
 CK1911'BEFORE REACHING A CURVE RIGHT AND A REVERSE FORK LEFT, SET BETWEEN
 CK1911'THE ROAD AND A FARM FIELD BY THE POWER LINE POLE, 87.76 METERS
 CK1911'(288.0 FEET) SOUTHWEST OF THE REVERSE FORK, 1.1 METERS (3.0 FEET)
 CK1911'NORTH NORTHEAST OF A POWERLINE POLE, 4.7 METERS (15.5 FEET)
 CK1911'NORTHWEST OF THE CENTER OF THE ROAD, 11.9 METERS (39.0 FEET) NORTHWEST
 CK1911'AND ACROSS THE ROAD FROM A GROUP OF 3 OAK TREES.
 CK1911'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1916 ***********************************************************************
 CK1916  DESIGNATION -  27 010
 CK1916  PID         -  CK1916
 CK1916  STATE/COUNTY-  SC/JASPER
 CK1916  USGS QUAD   -  RIDGELAND (1979)
 CK1916
 CK1916                         *CURRENT SURVEY CONTROL
 CK1916  ___________________________________________________________________
 CK1916* NAD 83(1986)-  32 26 42.     (N)    080 53 47.     (W)     SCALED    
 CK1916* NAVD 88     -        13.609  (meters)      44.65   (feet)  ADJUSTED  
 CK1916  ___________________________________________________________________
 CK1916  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 CK1916  DYNAMIC HT  -          13.594 (meters)      44.60  (feet)  COMP
 CK1916  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 CK1916
 CK1916  VERT ORDER  -  FIRST     CLASS II
 CK1916
 CK1916.The horizontal coordinates were scaled from a topographic map and have
 CK1916.an estimated accuracy of +/- 6 seconds.
 CK1916
 CK1916.The orthometric height was determined by differential leveling
 CK1916.and adjusted by the National Geodetic Survey in June 1991..
 CK1916
 CK1916.The geoid height was determined by GEOID03.
 CK1916
 CK1916.The dynamic height is computed by dividing the NAVD 88
 CK1916.geopotential number by the normal gravity value computed on the
 CK1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1916.degrees latitude (g = 980.6199 gals.).
 CK1916
 CK1916.The modeled gravity was interpolated from observed gravity values.
 CK1916
 CK1916;                    North         East    Units  Estimated Accuracy
 CK1916;SPC SC       -    67,840.      619,340.      MT  (+/- 180 meters Scaled)
 CK1916
 CK1916                          SUPERSEDED SURVEY CONTROL
 CK1916
 CK1916  NGVD 29 (03/21/89)   13.893  (m)           45.58   (f) ADJUSTED    1 2
 CK1916
 CK1916.Superseded values are not recommended for survey control.
 CK1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1916.See file dsdata.txt to determine how the superseded data were derived.
 CK1916
 CK1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR097897(NAD 83)
 CK1916_MARKER: DB = BENCH MARK DISK
 CK1916_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK1916_SP_SET: HEADWALL
 CK1916_STAMPING: VERT 27 010 1981
 CK1916_MARK LOGO: SCGS  
 CK1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1916
 CK1916  HISTORY     - Date     Condition        Report By
 CK1916  HISTORY     - 1981     MONUMENTED       SCGS
 CK1916  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK1916
 CK1916                          STATION DESCRIPTION
 CK1916
 CK1916'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1916'9.0 KM (5.6 MI) SE FROM RIDGELAND.
 CK1916'17.1 KILOMETERS (10.65 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM
 CK1916'THE JUNCTION OF INTERSTATE HIGHWAY 95 IN COOSAWHATCHIE, TO A BRIDGE
 CK1916'OVER A ABANDONED RAILROAD TRACK, 1.8 KILOMETERS (1.1 MILES) SOUTH
 CK1916'OF STATE HIGHWAY 278 NORTHWEST TO RIDGELAND, SET IN THE SOUTH
 CK1916'HEADWALL ON THE WEST SIDE OF THE BRIDGE, 4.6 METERS (15.5 FEET)
 CK1916'WEST OF THE CENTER OF THE HIGHWAY.
 CK1916'THE MARK IS 0.2 M ABOVE HIGHWAY.
 CK1916
 CK1916                          STATION RECOVERY (2002)
 CK1916
 CK1916'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK1916'NOT FOUND.  THERE IS NO HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1917 ***********************************************************************
 CK1917  DESIGNATION -  27 011
 CK1917  PID         -  CK1917
 CK1917  STATE/COUNTY-  SC/JASPER
 CK1917  USGS QUAD   -  RIDGELAND (1979)
 CK1917
 CK1917                         *CURRENT SURVEY CONTROL
 CK1917  ___________________________________________________________________
 CK1917* NAD 83(1986)-  32 25 27.     (N)    080 53 02.     (W)     SCALED    
 CK1917* NAVD 88     -         4.132  (meters)      13.56   (feet)  ADJUSTED  
 CK1917  ___________________________________________________________________
 CK1917  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 CK1917  DYNAMIC HT  -           4.128 (meters)      13.54  (feet)  COMP
 CK1917  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 CK1917
 CK1917  VERT ORDER  -  FIRST     CLASS II
 CK1917
 CK1917.The horizontal coordinates were scaled from a topographic map and have
 CK1917.an estimated accuracy of +/- 6 seconds.
 CK1917
 CK1917.The orthometric height was determined by differential leveling
 CK1917.and adjusted by the National Geodetic Survey in June 1991..
 CK1917
 CK1917.The geoid height was determined by GEOID03.
 CK1917
 CK1917.The dynamic height is computed by dividing the NAVD 88
 CK1917.geopotential number by the normal gravity value computed on the
 CK1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1917.degrees latitude (g = 980.6199 gals.).
 CK1917
 CK1917.The modeled gravity was interpolated from observed gravity values.
 CK1917
 CK1917;                    North         East    Units  Estimated Accuracy
 CK1917;SPC SC       -    65,530.      620,520.      MT  (+/- 180 meters Scaled)
 CK1917
 CK1917                          SUPERSEDED SURVEY CONTROL
 CK1917
 CK1917  NGVD 29 (03/21/89)    4.416  (m)           14.49   (f) ADJUSTED    1 2
 CK1917
 CK1917.Superseded values are not recommended for survey control.
 CK1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1917.See file dsdata.txt to determine how the superseded data were derived.
 CK1917
 CK1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR109874(NAD 83)
 CK1917_MARKER: DB = BENCH MARK DISK
 CK1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1917_SP_SET: CONCRETE POST
 CK1917_STAMPING: VERT 27 011 1981
 CK1917_MARK LOGO: SCGS  
 CK1917_PROJECTION: FLUSH
 CK1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1917
 CK1917  HISTORY     - Date     Condition        Report By
 CK1917  HISTORY     - 1981     MONUMENTED       SCGS
 CK1917  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK1917
 CK1917                          STATION DESCRIPTION
 CK1917
 CK1917'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1917'11.7 KM (7.3 MI) SE FROM RIDGELAND.
 CK1917'19.6 KILOMETERS (12.2 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM
 CK1917'THE JUNCTION OF INTERSTATE HIGHWAY 95, JUST SOUTH OF COOSAWHATCHIE,
 CK1917'THENCE 1.3 KILOMETERS (0.8 MILE) EAST ALONG BOLAN HALL ROAD, WHICH
 CK1917'IS ACROSS THE ROAD FROM THE SECOND EVHAW BAPTIST CHURCH, TO A SIDE
 CK1917'ROAD LEFT AND A HOUSE ON THE RIGHT, SET IN THE FRONT YARD OF THE
 CK1917'HOUSE, ALONG THE EXTENDED CENTERLINE OF THE ROAD LEFT, 21.0 METERS
 CK1917'(69.0 FEET) NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 7.9 METERS
 CK1917'(26.0 FEET) EAST SOUTHEAST OF TELEPHONE JUNCTION BOX RP 634, 7.0
 CK1917'METERS (23.0 FEET) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD.
 CK1917'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1917
 CK1917                          STATION RECOVERY (2002)
 CK1917
 CK1917'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK1917'NOT FOUND.  TELEPHONE BOX NUMBERS HAVE CHANGED.  SEARCHED IN YARD OF
 CK1917'HOUSE WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1953 ***********************************************************************
 CK1953  DESIGNATION -  27 012
 CK1953  PID         -  CK1953
 CK1953  STATE/COUNTY-  SC/JASPER
 CK1953  USGS QUAD   -  LIMEHOUSE (1980)
 CK1953
 CK1953                         *CURRENT SURVEY CONTROL
 CK1953  ___________________________________________________________________
 CK1953* NAD 83(1986)-  32 13 04.     (N)    081 01 40.     (W)     SCALED    
 CK1953* NAVD 88     -         4.012  (meters)      13.16   (feet)  ADJUSTED  
 CK1953  ___________________________________________________________________
 CK1953  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 CK1953  DYNAMIC HT  -           4.007 (meters)      13.15  (feet)  COMP
 CK1953  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 CK1953
 CK1953  VERT ORDER  -  FIRST     CLASS II
 CK1953
 CK1953.The horizontal coordinates were scaled from a topographic map and have
 CK1953.an estimated accuracy of +/- 6 seconds.
 CK1953
 CK1953.The orthometric height was determined by differential leveling
 CK1953.and adjusted by the National Geodetic Survey in June 1991..
 CK1953
 CK1953.The geoid height was determined by GEOID03.
 CK1953
 CK1953.The dynamic height is computed by dividing the NAVD 88
 CK1953.geopotential number by the normal gravity value computed on the
 CK1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1953.degrees latitude (g = 980.6199 gals.).
 CK1953
 CK1953.The modeled gravity was interpolated from observed gravity values.
 CK1953
 CK1953;                    North         East    Units  Estimated Accuracy
 CK1953;SPC SC       -    42,640.      606,980.      MT  (+/- 180 meters Scaled)
 CK1953
 CK1953                          SUPERSEDED SURVEY CONTROL
 CK1953
 CK1953  NGVD 29 (03/21/89)    4.291  (m)           14.08   (f) ADJUSTED    1 2
 CK1953
 CK1953.Superseded values are not recommended for survey control.
 CK1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1953.See file dsdata.txt to determine how the superseded data were derived.
 CK1953
 CK1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR973645(NAD 83)
 CK1953_MARKER: DB = BENCH MARK DISK
 CK1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1953_SP_SET: CONCRETE POST
 CK1953_STAMPING: VERT 27 012 1981
 CK1953_MARK LOGO: SCGS  
 CK1953_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1953+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 CK1953
 CK1953  HISTORY     - Date     Condition        Report By
 CK1953  HISTORY     - 1981     MONUMENTED       SCGS
 CK1953  HISTORY     - 20060601 GOOD             WARDED
 CK1953
 CK1953                          STATION DESCRIPTION
 CK1953
 CK1953'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1953'8.0 KM (5.0 MI) SSE FROM HARDEEVILLE.
 CK1953'8.4 KILOMETERS (5.25 MILES) SOUTHEAST ALONG STATE HIGHWAY 46, FROM
 CK1953'THE JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, THENCE 0.2 KILOMETER
 CK1953'(0.1 MILE) SOUTHWEST ALONG STATE HIGHWAY 170, THENCE 1.6 KILOMETERS
 CK1953'(1.0 MILE) SOUTHWEST ALONG STATE HIGHWAY ALTERNATE 170, TO TWO MOBILE
 CK1953'HOMES ON THE EAST SIDE OF THE ROAD, SET IN FRONT OF A LARGE OAK
 CK1953'TREE BETWEEN THE TWO MOBILE HOMES, 20.4 METERS (67.0 FEET) WEST
 CK1953'NORTHWEST OF A 48 INCH OAK TREE, 17.8 METERS (58.5 FEET) EAST
 CK1953'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 7.6 METERS (25.0 FEET)
 CK1953'SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 3.0 METERS (10.0 FEET)
 CK1953'NORTHEAST OF A POWER POLE WITH A TRANSFORMER.
 CK1953'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK1953
 CK1953                          STATION RECOVERY (2006)
 CK1953
 CK1953'RECOVERY NOTE BY WARD EDWARDS INCORPORATED 2006 (MSH)
 CK1953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1954 ***********************************************************************
 CK1954  DESIGNATION -  27 013
 CK1954  PID         -  CK1954
 CK1954  STATE/COUNTY-  SC/JASPER
 CK1954  USGS QUAD   -  LIMEHOUSE (1980)
 CK1954
 CK1954                         *CURRENT SURVEY CONTROL
 CK1954  ___________________________________________________________________
 CK1954* NAD 83(1986)-  32 11 58.     (N)    081 01 44.     (W)     SCALED    
 CK1954* NAVD 88     -         4.761  (meters)      15.62   (feet)  ADJUSTED  
 CK1954  ___________________________________________________________________
 CK1954  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 CK1954  DYNAMIC HT  -           4.756 (meters)      15.60  (feet)  COMP
 CK1954  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CK1954
 CK1954  VERT ORDER  -  FIRST     CLASS II
 CK1954
 CK1954.The horizontal coordinates were scaled from a topographic map and have
 CK1954.an estimated accuracy of +/- 6 seconds.
 CK1954
 CK1954.The orthometric height was determined by differential leveling
 CK1954.and adjusted by the National Geodetic Survey in June 1991..
 CK1954
 CK1954.The geoid height was determined by GEOID03.
 CK1954
 CK1954.The dynamic height is computed by dividing the NAVD 88
 CK1954.geopotential number by the normal gravity value computed on the
 CK1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1954.degrees latitude (g = 980.6199 gals.).
 CK1954
 CK1954.The modeled gravity was interpolated from observed gravity values.
 CK1954
 CK1954;                    North         East    Units  Estimated Accuracy
 CK1954;SPC SC       -    40,610.      606,880.      MT  (+/- 180 meters Scaled)
 CK1954
 CK1954                          SUPERSEDED SURVEY CONTROL
 CK1954
 CK1954  NGVD 29 (03/21/89)    5.040  (m)           16.54   (f) ADJUSTED    1 2
 CK1954
 CK1954.Superseded values are not recommended for survey control.
 CK1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1954.See file dsdata.txt to determine how the superseded data were derived.
 CK1954
 CK1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR972625(NAD 83)
 CK1954_MARKER: DB = BENCH MARK DISK
 CK1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1954_SP_SET: CONCRETE POST
 CK1954_STAMPING: VERT 27 013 1981
 CK1954_MARK LOGO: SCGS  
 CK1954_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK1954+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 CK1954
 CK1954  HISTORY     - Date     Condition        Report By
 CK1954  HISTORY     - 1981     MONUMENTED       SCGS
 CK1954  HISTORY     - 20060601 GOOD             WARDED
 CK1954
 CK1954                          STATION DESCRIPTION
 CK1954
 CK1954'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1954'9.6 KM (6.0 MI) SSE FROM HARDEEVILLE.
 CK1954'8.4 KILOMETERS (5.25 MILES) SOUTHEAST ALONG STATE HIGHWAY 46, FROM
 CK1954'THE JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, THENCE 0.2 KILOMETER
 CK1954'(0.1 MILE) SOUTHWEST ALONG STATE HIGHWAY 170, THENCE 3.6 KILOMETERS
 CK1954'(2.25 MILES) SOUTHWEST ALONG STATE HIGHWAY ALTERNATE 170, TO THE
 CK1954'JUNCTION OF COUNTY ROAD S-27-89 ON THE LEFT, SET IN THE SOUTHEAST
 CK1954'ANGLE OF THE INTERSECTION, 14.0 METERS (46.0 FEET) SOUTH OF THE
 CK1954'CENTER OF COUNTY ROAD S-27-89, 12.2 METERS (40.0 FEET) EAST OF THE
 CK1954'CENTER OF HIGHWAY ALTERNATE 170, 27.1 METERS (89.0 FEET) NORTHEAST
 CK1954'OF THE NORTHEAST CORNER OF BUILDING, 0.4 METER (1.5 FEET) EAST OF
 CK1954'TELEPHONE JUNCTION BOX 2-89-6, 4.6 METERS (15.1 FEET) NORTH OF
 CK1954'A PINE TREE.
 CK1954'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CK1954
 CK1954                          STATION RECOVERY (2006)
 CK1954
 CK1954'RECOVERY NOTE BY WARD EDWARDS INCORPORATED 2006 (MSH)
 CK1954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1961 ***********************************************************************
 CK1961  DESIGNATION -  27 014
 CK1961  PID         -  CK1961
 CK1961  STATE/COUNTY-  SC/JASPER
 CK1961  USGS QUAD   -  LIMEHOUSE (1980)
 CK1961
 CK1961                         *CURRENT SURVEY CONTROL
 CK1961  ___________________________________________________________________
 CK1961* NAD 83(1986)-  32 10 46.     (N)    081 01 38.     (W)     SCALED    
 CK1961* NAVD 88     -         6.925  (meters)      22.72   (feet)  ADJUSTED  
 CK1961  ___________________________________________________________________
 CK1961  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 CK1961  DYNAMIC HT  -           6.917 (meters)      22.69  (feet)  COMP
 CK1961  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CK1961
 CK1961  VERT ORDER  -  FIRST     CLASS II
 CK1961
 CK1961.The horizontal coordinates were scaled from a topographic map and have
 CK1961.an estimated accuracy of +/- 6 seconds.
 CK1961
 CK1961.The orthometric height was determined by differential leveling
 CK1961.and adjusted by the National Geodetic Survey in June 1991..
 CK1961
 CK1961.The geoid height was determined by GEOID03.
 CK1961
 CK1961.The dynamic height is computed by dividing the NAVD 88
 CK1961.geopotential number by the normal gravity value computed on the
 CK1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1961.degrees latitude (g = 980.6199 gals.).
 CK1961
 CK1961.The modeled gravity was interpolated from observed gravity values.
 CK1961
 CK1961;                    North         East    Units  Estimated Accuracy
 CK1961;SPC SC       -    38,390.      607,030.      MT  (+/- 180 meters Scaled)
 CK1961
 CK1961                          SUPERSEDED SURVEY CONTROL
 CK1961
 CK1961  NGVD 29 (03/21/89)    7.203  (m)           23.63   (f) ADJUSTED    1 2
 CK1961
 CK1961.Superseded values are not recommended for survey control.
 CK1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1961.See file dsdata.txt to determine how the superseded data were derived.
 CK1961
 CK1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR974603(NAD 83)
 CK1961_MARKER: DB = BENCH MARK DISK
 CK1961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1961_SP_SET: STAINLESS STEEL ROD
 CK1961_STAMPING: VERT 27 014 1981
 CK1961_MARK LOGO: SCGS  
 CK1961_PROJECTION: FLUSH
 CK1961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1961+STABILITY: POSITION/ELEVATION WELL
 CK1961_ROD/PIPE-DEPTH: 15.2 meters
 CK1961
 CK1961  HISTORY     - Date     Condition        Report By
 CK1961  HISTORY     - 1981     MONUMENTED       SCGS
 CK1961
 CK1961                          STATION DESCRIPTION
 CK1961
 CK1961'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1961'13.4 KM (8.3 MI) NORTH FROM SAVANNAH.
 CK1961'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1961'17, FROM THE NORTHEAST END OF THE BACK RIVER BRIDGE AND THE SOUTH
 CK1961'CAROLINA STATE LINE, JUST NORTH OF SAVANNAH, GEORGIA, THENCE 4.0
 CK1961'KILOMETERS (2.4 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE 170,
 CK1961'TO A REVERSE FORK RIGHT (COUNTY ROAD S-27-193), SET 20.3 METERS
 CK1961'(66.8 FEET) EAST OF THE CENTER OF HIGHWAY, 8.6 METERS (28.3 FEET)
 CK1961'EAST OF THE CENTER OF SIDE ROAD, 1.6 METERS (5.3 FEET) NORTHWEST
 CK1961'OF A 10 INCH OAK TREE.
 CK1961'THE MARK IS 1.1 METERS  SW FROM A WITNESS POST.
 CK1961'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1963 ***********************************************************************
 CK1963  DESIGNATION -  27 015
 CK1963  PID         -  CK1963
 CK1963  STATE/COUNTY-  SC/JASPER
 CK1963  USGS QUAD   -  LIMEHOUSE (1980)
 CK1963
 CK1963                         *CURRENT SURVEY CONTROL
 CK1963  ___________________________________________________________________
 CK1963* NAD 83(1986)-  32 09 43.     (N)    081 01 29.     (W)     SCALED    
 CK1963* NAVD 88     -         4.671  (meters)      15.32   (feet)  ADJUSTED  
 CK1963  ___________________________________________________________________
 CK1963  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 CK1963  DYNAMIC HT  -           4.666 (meters)      15.31  (feet)  COMP
 CK1963  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CK1963
 CK1963  VERT ORDER  -  FIRST     CLASS II
 CK1963
 CK1963.The horizontal coordinates were scaled from a topographic map and have
 CK1963.an estimated accuracy of +/- 6 seconds.
 CK1963
 CK1963.The orthometric height was determined by differential leveling
 CK1963.and adjusted by the National Geodetic Survey in June 1991..
 CK1963
 CK1963.The geoid height was determined by GEOID03.
 CK1963
 CK1963.The dynamic height is computed by dividing the NAVD 88
 CK1963.geopotential number by the normal gravity value computed on the
 CK1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1963.degrees latitude (g = 980.6199 gals.).
 CK1963
 CK1963.The modeled gravity was interpolated from observed gravity values.
 CK1963
 CK1963;                    North         East    Units  Estimated Accuracy
 CK1963;SPC SC       -    36,450.      607,270.      MT  (+/- 180 meters Scaled)
 CK1963
 CK1963                          SUPERSEDED SURVEY CONTROL
 CK1963
 CK1963  NGVD 29 (03/21/89)    4.950  (m)           16.24   (f) ADJUSTED    1 2
 CK1963
 CK1963.Superseded values are not recommended for survey control.
 CK1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1963.See file dsdata.txt to determine how the superseded data were derived.
 CK1963
 CK1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR976583(NAD 83)
 CK1963_MARKER: DB = BENCH MARK DISK
 CK1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1963_SP_SET: CONCRETE POST
 CK1963_STAMPING: VERT 27 015 1981
 CK1963_MARK LOGO: SCGS  
 CK1963_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1963
 CK1963  HISTORY     - Date     Condition        Report By
 CK1963  HISTORY     - 1981     MONUMENTED       SCGS
 CK1963
 CK1963                          STATION DESCRIPTION
 CK1963
 CK1963'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1963'10.9 KM (6.8 MI) NE FROM SAVANNAH.
 CK1963'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1963'17, FROM THE NORTHEAST END OF THE BACK RIVER BRIDGE, JUST NORTH OF
 CK1963'SAVANNAH, GEORGIA  AND THE SOUTH CAROLINA STATE LINE, THENCE 4.0
 CK1963'KILOMETERS (2.4 MILES) NORTHEAST ALONG STATE HIGHWAY ALTERNATE 170,
 CK1963'THENCE 2.1 KILOMETERS (1.35 MILES) SOUTH, REVERSE FORK RIGHT TO A
 CK1963'WOODS ROAD ON THE LEFT CALLED (WILD CAT ROAD), SET ON THE EAST SIDE
 CK1963'OF THE ROAD JUST NORTH OF THE WOODS ROAD, 16.5 METERS (54.2 FEET)
 CK1963'NORTH OF THE CENTER OF THE WOODS ROAD, 14.3 METERS (47.0 FEET)
 CK1963'EAST OF THE CENTER OF THE COUNTY ROAD, 4.8 METERS (15.8 FEET) WEST
 CK1963'NORTHWEST OF A 18 INCH S SHAPED OAK TREE.
 CK1963'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CK1963'THE MARK IS 0.5 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1964 ***********************************************************************
 CK1964  DESIGNATION -  27 016
 CK1964  PID         -  CK1964
 CK1964  STATE/COUNTY-  SC/JASPER
 CK1964  USGS QUAD   -  LIMEHOUSE (1980)
 CK1964
 CK1964                         *CURRENT SURVEY CONTROL
 CK1964  ___________________________________________________________________
 CK1964* NAD 83(1986)-  32 08 43.     (N)    081 01 03.     (W)     SCALED    
 CK1964* NAVD 88     -         4.262  (meters)      13.98   (feet)  ADJUSTED  
 CK1964  ___________________________________________________________________
 CK1964  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 CK1964  DYNAMIC HT  -           4.257 (meters)      13.97  (feet)  COMP
 CK1964  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CK1964
 CK1964  VERT ORDER  -  FIRST     CLASS II
 CK1964
 CK1964.The horizontal coordinates were scaled from a topographic map and have
 CK1964.an estimated accuracy of +/- 6 seconds.
 CK1964
 CK1964.The orthometric height was determined by differential leveling
 CK1964.and adjusted by the National Geodetic Survey in June 1991..
 CK1964
 CK1964.The geoid height was determined by GEOID03.
 CK1964
 CK1964.The dynamic height is computed by dividing the NAVD 88
 CK1964.geopotential number by the normal gravity value computed on the
 CK1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1964.degrees latitude (g = 980.6199 gals.).
 CK1964
 CK1964.The modeled gravity was interpolated from observed gravity values.
 CK1964
 CK1964;                    North         East    Units  Estimated Accuracy
 CK1964;SPC SC       -    34,600.      607,950.      MT  (+/- 180 meters Scaled)
 CK1964
 CK1964                          SUPERSEDED SURVEY CONTROL
 CK1964
 CK1964  NGVD 29 (03/21/89)    4.540  (m)           14.89   (f) ADJUSTED    1 2
 CK1964
 CK1964.Superseded values are not recommended for survey control.
 CK1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1964.See file dsdata.txt to determine how the superseded data were derived.
 CK1964
 CK1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR983565(NAD 83)
 CK1964_MARKER: DB = BENCH MARK DISK
 CK1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1964_SP_SET: CONCRETE POST
 CK1964_STAMPING: VERT 27 016 1981
 CK1964_MARK LOGO: SCGS  
 CK1964_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1964
 CK1964  HISTORY     - Date     Condition        Report By
 CK1964  HISTORY     - 1981     MONUMENTED       SCGS
 CK1964
 CK1964                          STATION DESCRIPTION
 CK1964
 CK1964'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1964'9.8 KM (6.1 MI) NE FROM SAVANNAH.
 CK1964'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1964'17, FROM THE NORTHEAST END OF THE BACK RIVER BRIDGE AND THE SOUTH
 CK1964'CAROLINA STATE LINE, JUST NORTH OF SAVANNAH GEORGIA, THENCE 4.0
 CK1964'KILOMETERS (2.4 MILES) NORTHEAST ALONG STATE HIGHWAY ALTERNATE 170,
 CK1964'THENCE 3.8 KILOMETERS (2.35 MILES) SOUTH, REVERSE FORK RIGHT, ALONG
 CK1964'COUNTY ROAD S-27-193 TO A WOOD FRAME HOUSE AND A REVERSE FORK SAND
 CK1964'ROAD RIGHT THAT LEADS TO THE SAINT MARK CHURCH, SET IN THE NORTHWEST
 CK1964'CORNER OF THE YARD OF THE HOUSE, 46.5 METERS (152.7 FEET) WEST
 CK1964'NORTHWEST AND ACROSS THE DRIVEWAY LEADING TO THE HOUSE FROM A 40
 CK1964'INCH OAK TREE, 16.9 METERS (55.7 FEET) SOUTH SOUTHWEST OF THE CENTER
 CK1964'OF THE HIGHWAY, 5.2 METERS (17.0 FEET) SOUTH OF THE CENTER OF
 CK1964'SAND ROAD.
 CK1964'THE MARK IS 1.6 METERS  E FROM A WITNESS POST.
 CK1964'THE MARK IS 0.3 M ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1973 ***********************************************************************
 CK1973  DESIGNATION -  27 018
 CK1973  PID         -  CK1973
 CK1973  STATE/COUNTY-  SC/JASPER
 CK1973  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1973
 CK1973                         *CURRENT SURVEY CONTROL
 CK1973  ___________________________________________________________________
 CK1973* NAD 83(1986)-  32 09 17.     (N)    080 58 18.     (W)     SCALED    
 CK1973* NAVD 88     -         2.248  (meters)       7.38   (feet)  ADJUSTED  
 CK1973  ___________________________________________________________________
 CK1973  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 CK1973  DYNAMIC HT  -           2.245 (meters)       7.37  (feet)  COMP
 CK1973  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 CK1973
 CK1973  VERT ORDER  -  FIRST     CLASS II
 CK1973
 CK1973.The horizontal coordinates were scaled from a topographic map and have
 CK1973.an estimated accuracy of +/- 6 seconds.
 CK1973
 CK1973.The orthometric height was determined by differential leveling
 CK1973.and adjusted by the National Geodetic Survey in June 1991..
 CK1973
 CK1973.The geoid height was determined by GEOID03.
 CK1973
 CK1973.The dynamic height is computed by dividing the NAVD 88
 CK1973.geopotential number by the normal gravity value computed on the
 CK1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1973.degrees latitude (g = 980.6199 gals.).
 CK1973
 CK1973.The modeled gravity was interpolated from observed gravity values.
 CK1973
 CK1973;                    North         East    Units  Estimated Accuracy
 CK1973;SPC SC       -    35,650.      612,270.      MT  (+/- 180 meters Scaled)
 CK1973
 CK1973                          SUPERSEDED SURVEY CONTROL
 CK1973
 CK1973  NGVD 29 (03/21/89)    2.527  (m)            8.29   (f) ADJUSTED    1 2
 CK1973
 CK1973.Superseded values are not recommended for survey control.
 CK1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1973.See file dsdata.txt to determine how the superseded data were derived.
 CK1973
 CK1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR026575(NAD 83)
 CK1973_MARKER: DB = BENCH MARK DISK
 CK1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1973_SP_SET: CONCRETE POST
 CK1973_STAMPING: VERT 27 018 1981
 CK1973_MARK LOGO: SCGS  
 CK1973_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1973
 CK1973  HISTORY     - Date     Condition        Report By
 CK1973  HISTORY     - 1981     MONUMENTED       SCGS
 CK1973
 CK1973                          STATION DESCRIPTION
 CK1973
 CK1973'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1973'10.5 KM (6.5 MI) NE FROM SAVANNAH.
 CK1973'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1973'17, FROM THE NORTHEAST END OF THE BACK RIVER BRIDGE AND THE SOUTH
 CK1973'CAROLINA STATE LINE, JUST NORTH OF SAVANNAH GEORGIA, THENCE 4.0
 CK1973'KILOMETERS (2.4 MILES) NORTHEAST ALONG STATE HIGHWAY ALTERNATE
 CK1973'170, THENCE 6.2 KILOMETERS (3.85 MILES) SOUTH (REVERSE FORK RIGHT)
 CK1973'TO A SHARP CURVE RIGHT AND A SAND ROAD STRAIGHT, CONTINUE 0.9
 CK1973'KILOMETER (0.55 MILE) TO ANOTHER SHARP CURVE RIGHT AND A SAND ROAD
 CK1973'STRAIGHT, THENCE 1.3 KILOMETERS (0.85 MILE) EAST ON THE SAND ROAD,
 CK1973'THENCE 0.5 KILOMETER (0.35 MILE) NORTH ON A SAND ROAD, SET ON THE
 CK1973'NORTHWEST SIDE OF THE ROAD, ABOUT 119 YARDS SOUTHWEST AND ALONG
 CK1973'THE ROAD FROM A CULVERT UNDER THE ROAD, AT THE SOUTHEAST END OF A
 CK1973'LAKE, 24.4 METERS (80.3 FEET) NORTHWEST OF A POWERLINE POLE WITH
 CK1973'A GUY WIRE, 7.6 METERS (25.0 FEET) NORTH NORTHWEST OF THE CENTER
 CK1973'OF THE ROAD, 5.6 METERS (18.5 FEET) EAST NORTHEAST OF A 30 INCH
 CK1973'OAK TREE, 11.7 METERS (38.6 FEET) WEST OF A 20 INCH PINE TREE.
 CK1973'THE MARK IS 0.4 METERS  SSE FROM A WITNESS POST.
 CK1973'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1955 ***********************************************************************
 CK1955  DESIGNATION -  27 019
 CK1955  PID         -  CK1955
 CK1955  STATE/COUNTY-  SC/JASPER
 CK1955  USGS QUAD   -  LIMEHOUSE (1980)
 CK1955
 CK1955                         *CURRENT SURVEY CONTROL
 CK1955  ___________________________________________________________________
 CK1955* NAD 83(1986)-  32 11 59.     (N)    081 00 40.     (W)     SCALED    
 CK1955* NAVD 88     -         4.603  (meters)      15.10   (feet)  ADJUSTED  
 CK1955  ___________________________________________________________________
 CK1955  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 CK1955  DYNAMIC HT  -           4.598 (meters)      15.09  (feet)  COMP
 CK1955  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 CK1955
 CK1955  VERT ORDER  -  FIRST     CLASS II
 CK1955
 CK1955.The horizontal coordinates were scaled from a topographic map and have
 CK1955.an estimated accuracy of +/- 6 seconds.
 CK1955
 CK1955.The orthometric height was determined by differential leveling
 CK1955.and adjusted by the National Geodetic Survey in June 1991..
 CK1955
 CK1955.The geoid height was determined by GEOID03.
 CK1955
 CK1955.The dynamic height is computed by dividing the NAVD 88
 CK1955.geopotential number by the normal gravity value computed on the
 CK1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1955.degrees latitude (g = 980.6199 gals.).
 CK1955
 CK1955.The modeled gravity was interpolated from observed gravity values.
 CK1955
 CK1955;                    North         East    Units  Estimated Accuracy
 CK1955;SPC SC       -    40,640.      608,550.      MT  (+/- 180 meters Scaled)
 CK1955
 CK1955                          SUPERSEDED SURVEY CONTROL
 CK1955
 CK1955  NGVD 29 (03/21/89)    4.882  (m)           16.02   (f) ADJUSTED    1 2
 CK1955
 CK1955.Superseded values are not recommended for survey control.
 CK1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1955.See file dsdata.txt to determine how the superseded data were derived.
 CK1955
 CK1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR989625(NAD 83)
 CK1955_MARKER: DB = BENCH MARK DISK
 CK1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1955_SP_SET: CONCRETE POST
 CK1955_STAMPING: VERT 27 019 1981
 CK1955_MARK LOGO: SCGS  
 CK1955_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1955
 CK1955  HISTORY     - Date     Condition        Report By
 CK1955  HISTORY     - 1981     MONUMENTED       SCGS
 CK1955
 CK1955                          STATION DESCRIPTION
 CK1955
 CK1955'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1955'10.0 KM (6.2 MI) SE FROM HARDEEVILLE.
 CK1955'8.4 KILOMETERS (5.25 MILES) SOUTHEAST ALONG STATE HIGHWAY 46 FROM
 CK1955'THE JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, THENCE 0.2 KILOMETER
 CK1955'(0.1 MILE) SOUTHWEST ALONG STATE HIGHWAY 170, THENCE 3.6 KILOMETERS
 CK1955'(2.25 MILES) SOUTHEAST ALONG STATE HIGHWAY 170 ALTERNATE, THENCE
 CK1955'1.7 KILOMETERS (1.05 MILES) EAST ALONG COUNTY ROAD S-27-89 TO A
 CK1955'WOODS ROAD RIGHT WITH A GATE, CONTINUE 0.2 KILOMETER (0.1 MILE) ON
 CK1955'ROAD 89, SET NEXT TO A POWERLINE POLE WITH A GUY WIRE ON THE RIGHT
 CK1955'SIDE OF THE ROAD, 31.70 METERS (104.0 FEET) WEST AND ACROSS THE
 CK1955'ROAD FROM A WIRE FENCE CORNERPOST, 17.40 METERS (57.0 FEET) SOUTHWEST
 CK1955'AND ACROSS THE ROAD FROM 2 CLOSELY GROWN 18 INCH OAK TREES, 6.10
 CK1955'METERS (20.0 FEET) SOUTH SOUTHWEST OF THE APPROXIMATE CENTERLINE
 CK1955'OF THE ROAD AND 0.90 METER (3.0 FEET) NORTH NORTHEAST OF THE POWERLINE
 CK1955'POLE.
 CK1955'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1962 ***********************************************************************
 CK1962  DESIGNATION -  27 020
 CK1962  PID         -  CK1962
 CK1962  STATE/COUNTY-  SC/JASPER
 CK1962  USGS QUAD   -  LIMEHOUSE (1980)
 CK1962
 CK1962                         *CURRENT SURVEY CONTROL
 CK1962  ___________________________________________________________________
 CK1962* NAD 83(1986)-  32 10 01.     (N)    081 02 19.     (W)     SCALED    
 CK1962* NAVD 88     -         4.462  (meters)      14.64   (feet)  ADJUSTED  
 CK1962  ___________________________________________________________________
 CK1962  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 CK1962  DYNAMIC HT  -           4.457 (meters)      14.62  (feet)  COMP
 CK1962  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 CK1962
 CK1962  VERT ORDER  -  FIRST     CLASS II
 CK1962
 CK1962.The horizontal coordinates were scaled from a topographic map and have
 CK1962.an estimated accuracy of +/- 6 seconds.
 CK1962
 CK1962.The orthometric height was determined by differential leveling
 CK1962.and adjusted by the National Geodetic Survey in June 1991..
 CK1962
 CK1962.The geoid height was determined by GEOID03.
 CK1962
 CK1962.The dynamic height is computed by dividing the NAVD 88
 CK1962.geopotential number by the normal gravity value computed on the
 CK1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1962.degrees latitude (g = 980.6199 gals.).
 CK1962
 CK1962.The modeled gravity was interpolated from observed gravity values.
 CK1962
 CK1962;                    North         East    Units  Estimated Accuracy
 CK1962;SPC SC       -    37,000.      605,960.      MT  (+/- 180 meters Scaled)
 CK1962
 CK1962                          SUPERSEDED SURVEY CONTROL
 CK1962
 CK1962  NGVD 29 (03/21/89)    4.741  (m)           15.55   (f) ADJUSTED    1 2
 CK1962
 CK1962.Superseded values are not recommended for survey control.
 CK1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1962.See file dsdata.txt to determine how the superseded data were derived.
 CK1962
 CK1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR963589(NAD 83)
 CK1962_MARKER: DB = BENCH MARK DISK
 CK1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1962_SP_SET: CONCRETE POST
 CK1962_STAMPING: VERT 27 020 1981
 CK1962_MARK LOGO: SCGS  
 CK1962_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1962
 CK1962  HISTORY     - Date     Condition        Report By
 CK1962  HISTORY     - 1981     MONUMENTED       SCGS
 CK1962
 CK1962                          STATION DESCRIPTION
 CK1962
 CK1962'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1962'11.8 KM (7.35 MI) NE FROM SAVANNAH.
 CK1962'15.6 KILOMETERS (9.7 MILES) SOUTH ALONG U.S. HIGHWAY 17 FROM THE
 CK1962'JUNCTION OF STATE HIGHWAY 46 IN HARDEEVILLE, THENCE 2.1 KILOMETERS
 CK1962'(1.35 MILES) NORTHEAST ALONG STATE HIGHWAY 170 ALTERNATE TO A WOODS
 CK1962'ROAD RIGHT WITH A GATE, JUST NORTHEAST AND ACROSS THE ROAD FROM
 CK1962'A LARGE BRICK HOUSE, SET ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND
 CK1962'NORTHEAST OF THE WOODS ROAD, 20.70 METERS (67.8 FEET) SOUTHEAST AND
 CK1962'ACROSS THE ROAD FROM A POWERPOLE WITH A GUY WIRE, 10.10 METERS
 CK1962'(33.2 FEET) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 CK1962'8.00 METERS (26.4 FEET) NORTHEAST OF THE CENTER OF THE WOODS ROAD AND
 CK1962'0.9 METER (3.0 FEET) NORTH NORTHWEST OF A FENCE POST TO A WIRE FENCE.
 CK1962'THE MARK IS 0.50 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1980 ***********************************************************************
 CK1980  DESIGNATION -  27 021
 CK1980  PID         -  CK1980
 CK1980  STATE/COUNTY-  SC/JASPER
 CK1980  USGS QUAD   -  LIMEHOUSE (1980)
 CK1980
 CK1980                         *CURRENT SURVEY CONTROL
 CK1980  ___________________________________________________________________
 CK1980* NAD 83(1986)-  32 12 05.     (N)    081 04 23.     (W)     SCALED    
 CK1980* NAVD 88     -         4.322  (meters)      14.18   (feet)  ADJUSTED  
 CK1980  ___________________________________________________________________
 CK1980  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 CK1980  DYNAMIC HT  -           4.317 (meters)      14.16  (feet)  COMP
 CK1980  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 CK1980
 CK1980  VERT ORDER  -  FIRST     CLASS II
 CK1980
 CK1980.The horizontal coordinates were scaled from a topographic map and have
 CK1980.an estimated accuracy of +/- 6 seconds.
 CK1980
 CK1980.The orthometric height was determined by differential leveling
 CK1980.and adjusted by the National Geodetic Survey in June 1991..
 CK1980
 CK1980.The geoid height was determined by GEOID03.
 CK1980
 CK1980.The dynamic height is computed by dividing the NAVD 88
 CK1980.geopotential number by the normal gravity value computed on the
 CK1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1980.degrees latitude (g = 980.6199 gals.).
 CK1980
 CK1980.The modeled gravity was interpolated from observed gravity values.
 CK1980
 CK1980;                    North         East    Units  Estimated Accuracy
 CK1980;SPC SC       -    40,820.      602,710.      MT  (+/- 180 meters Scaled)
 CK1980
 CK1980                          SUPERSEDED SURVEY CONTROL
 CK1980
 CK1980  NGVD 29 (03/21/89)    4.601  (m)           15.10   (f) ADJUSTED    1 2
 CK1980
 CK1980.Superseded values are not recommended for survey control.
 CK1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1980.See file dsdata.txt to determine how the superseded data were derived.
 CK1980
 CK1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR931627(NAD 83)
 CK1980_MARKER: DB = BENCH MARK DISK
 CK1980_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK1980_SP_SET: PILLAR
 CK1980_STAMPING: VERT 27 021 1981
 CK1980_MARK LOGO: SCGS  
 CK1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1980
 CK1980  HISTORY     - Date     Condition        Report By
 CK1980  HISTORY     - 1981     MONUMENTED       SCGS
 CK1980
 CK1980                          STATION DESCRIPTION
 CK1980
 CK1980'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1980'1.3 KM (0.8 MI) SOUTH FROM LIMEHOUSE.
 CK1980'6.5 KILOMETERS (4.05 MILES) SOUTH ALONG U.S. HIGHWAY 17 FROM THE
 CK1980'JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO A RAILROAD TRESSEL
 CK1980'OVER THE HIGHWAY, SET IN THE WEST FACE OF THE MOST EASTERLY PILLAR.
 CK1980'THE MARK IS 1.50 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1985 ***********************************************************************
 CK1985  DESIGNATION -  27 022
 CK1985  PID         -  CK1985
 CK1985  STATE/COUNTY-  SC/JASPER
 CK1985  USGS QUAD   -  HARDEEVILLE (1979)
 CK1985
 CK1985                         *CURRENT SURVEY CONTROL
 CK1985  ___________________________________________________________________
 CK1985* NAD 83(1986)-  32 15 30.     (N)    081 04 44.     (W)     SCALED    
 CK1985* NAVD 88     -         5.379  (meters)      17.65   (feet)  ADJUSTED  
 CK1985  ___________________________________________________________________
 CK1985  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 CK1985  DYNAMIC HT  -           5.373 (meters)      17.63  (feet)  COMP
 CK1985  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 CK1985
 CK1985  VERT ORDER  -  FIRST     CLASS II
 CK1985
 CK1985.The horizontal coordinates were scaled from a topographic map and have
 CK1985.an estimated accuracy of +/- 6 seconds.
 CK1985
 CK1985.The orthometric height was determined by differential leveling
 CK1985.and adjusted by the National Geodetic Survey in June 1991..
 CK1985
 CK1985.The geoid height was determined by GEOID03.
 CK1985
 CK1985.The dynamic height is computed by dividing the NAVD 88
 CK1985.geopotential number by the normal gravity value computed on the
 CK1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1985.degrees latitude (g = 980.6199 gals.).
 CK1985
 CK1985.The modeled gravity was interpolated from observed gravity values.
 CK1985
 CK1985;                    North         East    Units  Estimated Accuracy
 CK1985;SPC SC       -    47,140.      602,170.      MT  (+/- 180 meters Scaled)
 CK1985
 CK1985                          SUPERSEDED SURVEY CONTROL
 CK1985
 CK1985  NGVD 29 (03/21/89)    5.658  (m)           18.56   (f) ADJUSTED    1 2
 CK1985
 CK1985.Superseded values are not recommended for survey control.
 CK1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1985.See file dsdata.txt to determine how the superseded data were derived.
 CK1985
 CK1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR925690(NAD 83)
 CK1985_MARKER: DB = BENCH MARK DISK
 CK1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1985_SP_SET: CONCRETE POST
 CK1985_STAMPING: VERT 27 022 1981
 CK1985_MARK LOGO: SCGS  
 CK1985_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1985
 CK1985  HISTORY     - Date     Condition        Report By
 CK1985  HISTORY     - 1981     MONUMENTED       SCGS
 CK1985
 CK1985                          STATION DESCRIPTION
 CK1985
 CK1985'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1985'3.2 KM (2.0 MI) SOUTH FROM HARDEEVILLE.
 CK1985'3.2 KILOMETERS (2.0 MILE) SOUTH ALONG U.S. HIGHWAY 17 FROM THE
 CK1985'JUNCTION OF STATE HIGHWAY 46 IN HARDEEVILLE, TO A LARGE WHITE
 CK1985'TELEPHONE JUNCTION BOX ON THE RIGHT JUST SOUTH OF A ROAD MEDIAN
 CK1985'CROSSING, SET ON THE WEST SIDE OF THE ROAD BEHIND THE TELEPHONE
 CK1985'JUNCTION BOX, ON THE WEST SIDE OF A DITCH, 29.90 METERS (98.0 FEET)
 CK1985'SOUTH OF THE EXTENDED APPROXIMATE CENTERLINE OF THE HIGHWAY MEDIAN
 CK1985'CROSSING, 28.20 METERS (92.6 FEET) WEST OF THE APPROXIMATE CENTERLINE
 CK1985'OF THE SOUTHBOUND LANE OF HIGHWAY 17 AND 3.20 METERS (10.5 FEET)
 CK1985'WEST NORTHWEST OF THE MOST NORTHERLY POST OF THE TELEPHONE JUNCTION
 CK1985'BOX.
 CK1985'THE MARK IS 0.2 METERS  ESE FROM A WITNESS POST.
 CK1985'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1986 ***********************************************************************
 CK1986  DESIGNATION -  27 023
 CK1986  PID         -  CK1986
 CK1986  STATE/COUNTY-  SC/JASPER
 CK1986  USGS QUAD   -  HARDEEVILLE (1979)
 CK1986
 CK1986                         *CURRENT SURVEY CONTROL
 CK1986  ___________________________________________________________________
 CK1986* NAD 83(1986)-  32 16 24.     (N)    081 04 49.     (W)     SCALED    
 CK1986* NAVD 88     -        13.312  (meters)      43.67   (feet)  ADJUSTED  
 CK1986  ___________________________________________________________________
 CK1986  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 CK1986  DYNAMIC HT  -          13.297 (meters)      43.63  (feet)  COMP
 CK1986  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 CK1986
 CK1986  VERT ORDER  -  FIRST     CLASS II
 CK1986
 CK1986.The horizontal coordinates were scaled from a topographic map and have
 CK1986.an estimated accuracy of +/- 6 seconds.
 CK1986
 CK1986.The orthometric height was determined by differential leveling
 CK1986.and adjusted by the National Geodetic Survey in June 1991..
 CK1986
 CK1986.The geoid height was determined by GEOID03.
 CK1986
 CK1986.The dynamic height is computed by dividing the NAVD 88
 CK1986.geopotential number by the normal gravity value computed on the
 CK1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1986.degrees latitude (g = 980.6199 gals.).
 CK1986
 CK1986.The modeled gravity was interpolated from observed gravity values.
 CK1986
 CK1986;                    North         East    Units  Estimated Accuracy
 CK1986;SPC SC       -    48,800.      602,040.      MT  (+/- 180 meters Scaled)
 CK1986
 CK1986                          SUPERSEDED SURVEY CONTROL
 CK1986
 CK1986  NGVD 29 (03/21/89)   13.591  (m)           44.59   (f) ADJUSTED    1 2
 CK1986
 CK1986.Superseded values are not recommended for survey control.
 CK1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1986.See file dsdata.txt to determine how the superseded data were derived.
 CK1986
 CK1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR924707(NAD 83)
 CK1986_MARKER: DB = BENCH MARK DISK
 CK1986_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK1986_SP_SET: BRIDGE WINGWALL
 CK1986_STAMPING: VERT 27 023 SCGS
 CK1986_MARK LOGO: SCGS  
 CK1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1986
 CK1986  HISTORY     - Date     Condition        Report By
 CK1986  HISTORY     - 1981     MONUMENTED       SCGS
 CK1986
 CK1986                          STATION DESCRIPTION
 CK1986
 CK1986'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1986'IN HARDEEVILLE.
 CK1986'SET IN THE NORTHWEST ABUTMENT OF THE U.S. HIGHWAY 17 BRIDGE OVER
 CK1986'INTERSTATE HIGHWAY 95 IN HARDEEVILLE.
 CK1986'THE MARK IS 0.30 M BELOW BRIDGE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1998 ***********************************************************************
 CK1998  DESIGNATION -  27 024
 CK1998  PID         -  CK1998
 CK1998  STATE/COUNTY-  SC/JASPER
 CK1998  USGS QUAD   -  HARDEEVILLE (1979)
 CK1998
 CK1998                         *CURRENT SURVEY CONTROL
 CK1998  ___________________________________________________________________
 CK1998* NAD 83(1986)-  32 17 28.     (N)    081 05 08.     (W)     SCALED    
 CK1998* NAVD 88     -         6.941  (meters)      22.77   (feet)  ADJUSTED  
 CK1998  ___________________________________________________________________
 CK1998  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 CK1998  DYNAMIC HT  -           6.933 (meters)      22.75  (feet)  COMP
 CK1998  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 CK1998
 CK1998  VERT ORDER  -  FIRST     CLASS II
 CK1998
 CK1998.The horizontal coordinates were scaled from a topographic map and have
 CK1998.an estimated accuracy of +/- 6 seconds.
 CK1998
 CK1998.The orthometric height was determined by differential leveling
 CK1998.and adjusted by the National Geodetic Survey in June 1991..
 CK1998
 CK1998.The geoid height was determined by GEOID03.
 CK1998
 CK1998.The dynamic height is computed by dividing the NAVD 88
 CK1998.geopotential number by the normal gravity value computed on the
 CK1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1998.degrees latitude (g = 980.6199 gals.).
 CK1998
 CK1998.The modeled gravity was interpolated from observed gravity values.
 CK1998
 CK1998;                    North         East    Units  Estimated Accuracy
 CK1998;SPC SC       -    50,780.      601,540.      MT  (+/- 180 meters Scaled)
 CK1998
 CK1998                          SUPERSEDED SURVEY CONTROL
 CK1998
 CK1998  NGVD 29 (03/21/89)    7.219  (m)           23.68   (f) ADJUSTED    1 2
 CK1998
 CK1998.Superseded values are not recommended for survey control.
 CK1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1998.See file dsdata.txt to determine how the superseded data were derived.
 CK1998
 CK1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR919727(NAD 83)
 CK1998_MARKER: DB = BENCH MARK DISK
 CK1998_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1998_SP_SET: STAINLESS STEEL ROD
 CK1998_STAMPING: VERT 27 024 1981
 CK1998_MARK LOGO: SCGS  
 CK1998_PROJECTION: RECESSED 10 CENTIMETERS
 CK1998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1998+STABILITY: POSITION/ELEVATION WELL
 CK1998_ROD/PIPE-DEPTH: 11.2 meters
 CK1998
 CK1998  HISTORY     - Date     Condition        Report By
 CK1998  HISTORY     - 1981     MONUMENTED       SCGS
 CK1998
 CK1998                          STATION DESCRIPTION
 CK1998
 CK1998'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1998'IN HARDEEVILLE.
 CK1998'0.4 KILOMETER (0.25 MILE) NORTH ALONG STATE HIGHWAY 46 FROM THE
 CK1998'JUNCTION OF STATE HIGHWAY 17 IN HARDEEVILE, SET IN THE MOST NORTHERLY
 CK1998'ANGLE OF A FOUR WAY INTERSECTION, 14.60 METERS (48.0 FEET) NORTH
 CK1998'OF COUNTY ROAD S-27-31, 13.40 METERS (44.2 FEET) WEST OF THE
 CK1998'APPROXIMATE CENTERLINE OF HIGHWAY 321, 7.10 METERS (23.3 FEET) EAST
 CK1998'NORTHEAST OF A FIRE HYDRANT AND 5.60 METERS (18.5 FEET) SOUTH OF
 CK1998'A 40 INCH PINE TREE.
 CK1998'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CK1998'THE MARK IS ABOVE LEVEL WITH ROAD 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1997 ***********************************************************************
 CK1997  DESIGNATION -  27 025
 CK1997  PID         -  CK1997
 CK1997  STATE/COUNTY-  SC/JASPER
 CK1997  USGS QUAD   -  HARDEEVILLE (1979)
 CK1997
 CK1997                         *CURRENT SURVEY CONTROL
 CK1997  ___________________________________________________________________
 CK1997* NAD 83(1986)-  32 17 48.     (N)    081 06 11.     (W)     SCALED    
 CK1997* NAVD 88     -         6.463  (meters)      21.20   (feet)  ADJUSTED  
 CK1997  ___________________________________________________________________
 CK1997  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 CK1997  DYNAMIC HT  -           6.456 (meters)      21.18  (feet)  COMP
 CK1997  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 CK1997
 CK1997  VERT ORDER  -  FIRST     CLASS II
 CK1997
 CK1997.The horizontal coordinates were scaled from a topographic map and have
 CK1997.an estimated accuracy of +/- 6 seconds.
 CK1997
 CK1997.The orthometric height was determined by differential leveling
 CK1997.and adjusted by the National Geodetic Survey in June 1991..
 CK1997
 CK1997.The geoid height was determined by GEOID03.
 CK1997
 CK1997.The dynamic height is computed by dividing the NAVD 88
 CK1997.geopotential number by the normal gravity value computed on the
 CK1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1997.degrees latitude (g = 980.6199 gals.).
 CK1997
 CK1997.The modeled gravity was interpolated from observed gravity values.
 CK1997
 CK1997;                    North         East    Units  Estimated Accuracy
 CK1997;SPC SC       -    51,390.      599,890.      MT  (+/- 180 meters Scaled)
 CK1997
 CK1997                          SUPERSEDED SURVEY CONTROL
 CK1997
 CK1997  NGVD 29 (03/21/89)    6.741  (m)           22.12   (f) ADJUSTED    1 2
 CK1997
 CK1997.Superseded values are not recommended for survey control.
 CK1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1997.See file dsdata.txt to determine how the superseded data were derived.
 CK1997
 CK1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR902733(NAD 83)
 CK1997_MARKER: DB = BENCH MARK DISK
 CK1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1997_SP_SET: CONCRETE POST
 CK1997_STAMPING: VERT 27 025 1981
 CK1997_MARK LOGO: SCGS  
 CK1997_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1997
 CK1997  HISTORY     - Date     Condition        Report By
 CK1997  HISTORY     - 1981     MONUMENTED       SCGS
 CK1997
 CK1997                          STATION DESCRIPTION
 CK1997
 CK1997'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1997'2.4 KM (1.5 MI) NW FROM HARDEEVILLE.
 CK1997'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG STATE HIGHWAY 46 FROM
 CK1997'THE JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO A CROSSROAD,
 CK1997'CONTINUE 1.9 KILOMETERS (1.2 MILES) STRAIGHT ALONG COUNTY ROAD
 CK1997'S-27-31 TO A SAND ROAD LEFT, SET 23.20 METERS (76.0 FEET) SOUTHEAST
 CK1997'AND ACROSS THE ROAD FROM A POWERLINE POLE, 11.90 METERS (39.0 FEET)
 CK1997'WEST OF THE CENTER OF THE SAND ROAD, 10.70 METERS (35.3 FEET) SOUTH
 CK1997'OF THE APPROXIMATE CENTER OF THE COUNTY ROAD AND 1.00 METER (3.2 FEET)
 CK1997'WEST SOUTHWEST OF A 4 FOOT HIGH CONCRETE PROPERTY CORNER POST.
 CK1997'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 CK1997'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1991 ***********************************************************************
 CK1991  DESIGNATION -  27 026
 CK1991  PID         -  CK1991
 CK1991  STATE/COUNTY-  SC/JASPER
 CK1991  USGS QUAD   -  HARDEEVILLE (1979)
 CK1991
 CK1991                         *CURRENT SURVEY CONTROL
 CK1991  ___________________________________________________________________
 CK1991* NAD 83(1986)-  32 17 48.     (N)    081 07 09.     (W)     SCALED    
 CK1991* NAVD 88     -         6.495  (meters)      21.31   (feet)  ADJUSTED  
 CK1991  ___________________________________________________________________
 CK1991  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CK1991  DYNAMIC HT  -           6.487 (meters)      21.28  (feet)  COMP
 CK1991  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 CK1991
 CK1991  VERT ORDER  -  FIRST     CLASS II
 CK1991
 CK1991.The horizontal coordinates were scaled from a topographic map and have
 CK1991.an estimated accuracy of +/- 6 seconds.
 CK1991
 CK1991.The orthometric height was determined by differential leveling
 CK1991.and adjusted by the National Geodetic Survey in June 1991..
 CK1991
 CK1991.The geoid height was determined by GEOID03.
 CK1991
 CK1991.The dynamic height is computed by dividing the NAVD 88
 CK1991.geopotential number by the normal gravity value computed on the
 CK1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1991.degrees latitude (g = 980.6199 gals.).
 CK1991
 CK1991.The modeled gravity was interpolated from observed gravity values.
 CK1991
 CK1991;                    North         East    Units  Estimated Accuracy
 CK1991;SPC SC       -    51,390.      598,380.      MT  (+/- 180 meters Scaled)
 CK1991
 CK1991                          SUPERSEDED SURVEY CONTROL
 CK1991
 CK1991  NGVD 29 (03/21/89)    6.772  (m)           22.22   (f) ADJUSTED    1 2
 CK1991
 CK1991.Superseded values are not recommended for survey control.
 CK1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1991.See file dsdata.txt to determine how the superseded data were derived.
 CK1991
 CK1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR887733(NAD 83)
 CK1991_MARKER: DB = BENCH MARK DISK
 CK1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1991_SP_SET: CONCRETE POST
 CK1991_STAMPING: VERT 27 026 1981
 CK1991_MARK LOGO: SCGS  
 CK1991_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1991_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1991+STABILITY: SURFACE MOTION
 CK1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1991+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1992
 CK1991
 CK1991  HISTORY     - Date     Condition        Report By
 CK1991  HISTORY     - 1981     MONUMENTED       SCGS
 CK1991  HISTORY     - 19920324 GOOD             SCGS
 CK1991
 CK1991                          STATION DESCRIPTION
 CK1991
 CK1991'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1991'3.8 KM (2.35 MI) NW FROM HARDEEVILLLE.
 CK1991'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1991'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG STATE HIGHWAY 46 FROM THE
 CK1991'JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO A CROSSROAD, CONTINUE
 CK1991'STRAIGHT 3.4 KILOMETERS (2.15 MILES) NORTHWEST ALONG COUNTY ROAD
 CK1991'S-27-31 TO A T-JUNCTION AND A CEMETARY STRAIGHT AHEAD, SET ALONG
 CK1991'THE EXTENDED CENTERLINE OF ROAD S-27-31 AT THE SOUTHEAST CORNER OF
 CK1991'A CEMETARY, 10.80 METERS (35.5 FEET) WEST OF THE CENTER OF THE ROAD,
 CK1991'8.80 METERS (29 FEET) SOUTHEAST OF THE MARTIN HEADSTONE, 3.00 METERS
 CK1991'10 FEET) NORTH OF A TWIN TRUNK MAPLE TREE AND 2.10 METERS (7.0 FEET)
 CK1991'SOUTH OF THE SOUTH END OF A WIRE FENCE.
 CK1991'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CK1991
 CK1991                          STATION RECOVERY (1992)
 CK1991
 CK1991'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK1991'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTHWEST OF HARDEEVILLE.
 CK1991'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK1991'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK1991'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 321, STATE
 CK1991'HIGHWAY 46 AND STATE ROAD 31 IN HARDEEVILLE, GO NORTHWEST ON ROAD 31
 CK1991'FOR 2.15 MILES (3.46 KM) TO THE JUNCTION OF STATE ROAD 34 (PURRYSBURG
 CK1991'ROAD) AND THE STATION AHEAD NEAR A CEMETARY.
 CK1991'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK1991'ROADS, 33.6 FEET (10.2 M) WEST OF THE CENTER OF ROAD 34, 28.0 FEET
 CK1991'(8.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE GRANITE
 CK1991'HEADSTONE INSCRIBED MARTIN, 22.7 FEET (6.9 M) SOUTH OF THE EXTENDED
 CK1991'CENTER OF ROAD 31, 0.9 FOOT (27.4 CM) EAST OF A WITNESS POST.
 CK1991'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1904 ***********************************************************************
 CK1904  DESIGNATION -  27 027
 CK1904  PID         -  CK1904
 CK1904  STATE/COUNTY-  SC/JASPER
 CK1904  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1904
 CK1904                         *CURRENT SURVEY CONTROL
 CK1904  ___________________________________________________________________
 CK1904* NAD 83(1986)-  32 30 32.     (N)    080 52 35.     (W)     SCALED    
 CK1904* NAVD 88     -         5.671  (meters)      18.61   (feet)  ADJUSTED  
 CK1904  ___________________________________________________________________
 CK1904  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1904  DYNAMIC HT  -           5.664 (meters)      18.58  (feet)  COMP
 CK1904  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 CK1904
 CK1904  VERT ORDER  -  FIRST     CLASS II
 CK1904
 CK1904.The horizontal coordinates were scaled from a topographic map and have
 CK1904.an estimated accuracy of +/- 6 seconds.
 CK1904
 CK1904.The orthometric height was determined by differential leveling
 CK1904.and adjusted by the National Geodetic Survey in June 1991..
 CK1904
 CK1904.The geoid height was determined by GEOID03.
 CK1904
 CK1904.The dynamic height is computed by dividing the NAVD 88
 CK1904.geopotential number by the normal gravity value computed on the
 CK1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1904.degrees latitude (g = 980.6199 gals.).
 CK1904
 CK1904.The modeled gravity was interpolated from observed gravity values.
 CK1904
 CK1904;                    North         East    Units  Estimated Accuracy
 CK1904;SPC SC       -    74,930.      621,220.      MT  (+/- 180 meters Scaled)
 CK1904
 CK1904                          SUPERSEDED SURVEY CONTROL
 CK1904
 CK1904  NGVD 29 (03/21/89)    5.954  (m)           19.53   (f) ADJUSTED    1 2
 CK1904
 CK1904.Superseded values are not recommended for survey control.
 CK1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1904.See file dsdata.txt to determine how the superseded data were derived.
 CK1904
 CK1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR116968(NAD 83)
 CK1904_MARKER: DB = BENCH MARK DISK
 CK1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1904_SP_SET: CONCRETE POST
 CK1904_STAMPING: VERT 27 027 1981
 CK1904_MARK LOGO: SCGS  
 CK1904_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1904
 CK1904  HISTORY     - Date     Condition        Report By
 CK1904  HISTORY     - 1981     MONUMENTED       SCGS
 CK1904
 CK1904                          STATION DESCRIPTION
 CK1904
 CK1904'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1904'9.6 KM (6.0 MI) SE FROM RIDGELAND.
 CK1904'8.7 KILOMETERS (5.4 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM THE
 CK1904'JUNCTION OF INTERSTATE HIGHWAY 95 IN COOSAWHATCHIE, THENCE 1.6
 CK1904'KILOMETERS (1.0 MILE) EASTERLY ALONG COUNTY HIGHWAY S-27-151 TO
 CK1904'A WOODS ROAD RIGHT, JUST PAST A LONG CURVE LEFT, SET 9.3 METERS
 CK1904'(30.6 FEET) SOUTHWEST OF THE CENTER OF COUNTY ROAD 151, 8.5 METERS
 CK1904'(28.0 FEET) SOUTHEAST OF THE CENTER OF THE WOODS ROAD, 2.4 METERS
 CK1904'(8.0 FEET) EAST NORTHEAST OF A 12 INCH OAK TREE.
 CK1904'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1990 ***********************************************************************
 CK1990  DESIGNATION -  27 028
 CK1990  PID         -  CK1990
 CK1990  STATE/COUNTY-  SC/JASPER
 CK1990  USGS QUAD   -  HARDEEVILLE (1979)
 CK1990
 CK1990                         *CURRENT SURVEY CONTROL
 CK1990  ___________________________________________________________________
 CK1990* NAD 83(1986)-  32 16 50.     (N)    081 06 54.     (W)     SCALED    
 CK1990* NAVD 88     -         3.078  (meters)      10.10   (feet)  ADJUSTED  
 CK1990  ___________________________________________________________________
 CK1990  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CK1990  DYNAMIC HT  -           3.074 (meters)      10.09  (feet)  COMP
 CK1990  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CK1990
 CK1990  VERT ORDER  -  FIRST     CLASS II
 CK1990
 CK1990.The horizontal coordinates were scaled from a topographic map and have
 CK1990.an estimated accuracy of +/- 6 seconds.
 CK1990
 CK1990.The orthometric height was determined by differential leveling
 CK1990.and adjusted by the National Geodetic Survey in June 1991..
 CK1990
 CK1990.The geoid height was determined by GEOID03.
 CK1990
 CK1990.The dynamic height is computed by dividing the NAVD 88
 CK1990.geopotential number by the normal gravity value computed on the
 CK1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1990.degrees latitude (g = 980.6199 gals.).
 CK1990
 CK1990.The modeled gravity was interpolated from observed gravity values.
 CK1990
 CK1990;                    North         East    Units  Estimated Accuracy
 CK1990;SPC SC       -    49,610.      598,770.      MT  (+/- 180 meters Scaled)
 CK1990
 CK1990                          SUPERSEDED SURVEY CONTROL
 CK1990
 CK1990  NGVD 29 (03/21/89)    3.356  (m)           11.01   (f) ADJUSTED    1 2
 CK1990
 CK1990.Superseded values are not recommended for survey control.
 CK1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1990.See file dsdata.txt to determine how the superseded data were derived.
 CK1990
 CK1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR891715(NAD 83)
 CK1990_MARKER: DB = BENCH MARK DISK
 CK1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1990_SP_SET: CONCRETE POST
 CK1990_STAMPING: VERT 27 028 1981
 CK1990_MARK LOGO: SCGS  
 CK1990_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1990
 CK1990  HISTORY     - Date     Condition        Report By
 CK1990  HISTORY     - 1981     MONUMENTED       SCGS
 CK1990
 CK1990                          STATION DESCRIPTION
 CK1990
 CK1990'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1990'3.4 KM (2.1 MI) WEST FROM HARDEEVILLE.
 CK1990'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG STATE HIGHWAY 46 FROM THE
 CK1990'JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO A CROSSROAD, CONTINUE
 CK1990'STRAIGHT 3.4 KILOMETERS (2.15 MILES) ALONG COUNTY ROAD S-27-31,
 CK1990'THENCE 1.4 KILOMETERS (0.9 MILE) SOUTH ALONG COUNTY ROAD S-27-34
 CK1990'TO THE END OF THE PAVEMENT, CONTINUE 0.5 KILOMETER (0.3 MILE) TO A
 CK1990'36 INCH STEEL CULVERT UNDER THE ROAD, SET ON THE EAST SIDE OF THE
 CK1990'ROAD, 40.00 METERS (131.5 FEET) SOUTH OF THE 36 INCH CULVERT,
 CK1990'5.60 METERS (18.6 FEET) EAST OF THE APPROXIMATE CENTERLINE OF THE
 CK1990'ROAD AND 3.20 METERS (10.7 FEET) NORTHWEST OF A
 CK1990'30 INCH OAK TREE.
 CK1990'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CK1990'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1988 ***********************************************************************
 CK1988  DESIGNATION -  27 029
 CK1988  PID         -  CK1988
 CK1988  STATE/COUNTY-  SC/JASPER
 CK1988  USGS QUAD   -  HARDEEVILLE (1979)
 CK1988
 CK1988                         *CURRENT SURVEY CONTROL
 CK1988  ___________________________________________________________________
 CK1988* NAD 83(1986)-  32 15 34.     (N)    081 06 29.     (W)     SCALED    
 CK1988* NAVD 88     -         6.788  (meters)      22.27   (feet)  ADJUSTED  
 CK1988  ___________________________________________________________________
 CK1988  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CK1988  DYNAMIC HT  -           6.780 (meters)      22.24  (feet)  COMP
 CK1988  MODELED GRAV-     979,494.0   (mgal)                       NAVD 88
 CK1988
 CK1988  VERT ORDER  -  FIRST     CLASS II
 CK1988
 CK1988.The horizontal coordinates were scaled from a topographic map and have
 CK1988.an estimated accuracy of +/- 6 seconds.
 CK1988
 CK1988.The orthometric height was determined by differential leveling
 CK1988.and adjusted by the National Geodetic Survey in June 1991..
 CK1988
 CK1988.The geoid height was determined by GEOID03.
 CK1988
 CK1988.The dynamic height is computed by dividing the NAVD 88
 CK1988.geopotential number by the normal gravity value computed on the
 CK1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1988.degrees latitude (g = 980.6199 gals.).
 CK1988
 CK1988.The modeled gravity was interpolated from observed gravity values.
 CK1988
 CK1988;                    North         East    Units  Estimated Accuracy
 CK1988;SPC SC       -    47,270.      599,420.      MT  (+/- 180 meters Scaled)
 CK1988
 CK1988                          SUPERSEDED SURVEY CONTROL
 CK1988
 CK1988  NGVD 29 (03/21/89)    7.066  (m)           23.18   (f) ADJUSTED    1 2
 CK1988
 CK1988.Superseded values are not recommended for survey control.
 CK1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1988.See file dsdata.txt to determine how the superseded data were derived.
 CK1988
 CK1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR898691(NAD 83)
 CK1988_MARKER: DB = BENCH MARK DISK
 CK1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1988_SP_SET: CONCRETE POST
 CK1988_STAMPING: VERT 27 029 1981
 CK1988_MARK LOGO: SCGS  
 CK1988_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1988_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1988+STABILITY: SURFACE MOTION
 CK1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1988+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1992
 CK1988
 CK1988  HISTORY     - Date     Condition        Report By
 CK1988  HISTORY     - 1981     MONUMENTED       SCGS
 CK1988  HISTORY     - 19920324 GOOD             SCGS
 CK1988
 CK1988                          STATION DESCRIPTION
 CK1988
 CK1988'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1988'4.2 KM (2.6 MI) SW FROM HARDEEVILLE.
 CK1988'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1988'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG STATE HIGHWAY 46 FROM THE
 CK1988'JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO A CROSSROAD, CONTINUE
 CK1988'STRAIGHT 3.4 KILOMETERS (2.15 MILES) ALONG COUNTY ROAD S-27-34
 CK1988'TO THE SEABOARD COAST RAILROAD CROSSING, SET ON THE WEST SIDE OF THE
 CK1988'ROAD JUST NORTH OF THE TRACKS AND AT THE SOUTH ANGLE OF A PINE
 CK1988'FOREST, 33.80 METERS (111.0 FEET) NORTHWEST OF THE NORTHWEST RAIL,
 CK1988'20.50 METERS (67.7 FEET) SOUTHWEST OF THE APPROXIMATE CENTERLINE
 CK1988'OF THE ROAD, 9.00 METERS (29.5 FEET) NORTHWEST OF THE CENTER OF THE
 CK1988'ROAD THAT RUNS ALONG THE TRACK AND 5.90 METERS (19.4 FEET) EAST
 CK1988'OF A 24 INCH OAK TREE.
 CK1988'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 CK1988
 CK1988                          STATION RECOVERY (1992)
 CK1988
 CK1988'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK1988'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTHWEST OF HARDEEVILLE.
 CK1988'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK1988'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK1988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 321, STATE
 CK1988'HIGHWAY 46 AND STATE ROAD 31 IN HARDEEVILLE, GO NORTHWEST ON ROAD 31
 CK1988'FOR 2.15 MILES (3.46 KM) TO THE JUNCTION OF STATE ROAD 34 (PURRYSBURG
 CK1988'ROAD), TURN LEFT ON ROAD 34 FOR 0.9 MILE (1.4 KM) TO THE END OF
 CK1988'PAVEMENT AND A SAND ROAD AHEAD, CONTINUE AHEAD ON THE SAND ROAD FOR
 CK1988'1.85 MILES (2.98 KM) TO A RAILROAD CROSSING AND THE STATION IN THE
 CK1988'NORTHWEST ANGLE OF THE CROSSING.
 CK1988'STATION IS A CONCRETE POST PROJECTING 6-INCHES AND 1.0 FOOT (0.3 M)
 CK1988'BELOW THE TRACKS, 64.5 FEET (19.7 M) WEST SOUTHWEST OF THE CENTER OF
 CK1988'THE SAND ROAD, 110.2 FEET (33.6 M) NORTH NORTHWEST OF THE NORTHWEST
 CK1988'RAIL OF THE TRACKS, 79.3 FEET (24.2 M) NORTHWEST OF A TELEPHONE POLE
 CK1988'WITH A SCGS REFERENCE WASHER ATTACHED, 1.9 FEET (0.6 M) SOUTHEAST OF
 CK1988'A WITNESS POST, 1.2 FEET (0.4 M) EAST SOUTHEAST OF A WITNESS POST.
 CK1988'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1987 ***********************************************************************
 CK1987  DESIGNATION -  27 029 X
 CK1987  PID         -  CK1987
 CK1987  STATE/COUNTY-  SC/JASPER
 CK1987  USGS QUAD   -  HARDEEVILLE (1979)
 CK1987
 CK1987                         *CURRENT SURVEY CONTROL
 CK1987  ___________________________________________________________________
 CK1987* NAD 83(1986)-  32 15 58.     (N)    081 05 52.     (W)     SCALED    
 CK1987* NAVD 88     -         3.842  (meters)      12.61   (feet)  ADJUSTED  
 CK1987  ___________________________________________________________________
 CK1987  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 CK1987  DYNAMIC HT  -           3.837 (meters)      12.59  (feet)  COMP
 CK1987  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CK1987
 CK1987  VERT ORDER  -  FIRST     CLASS II
 CK1987
 CK1987.The horizontal coordinates were scaled from a topographic map and have
 CK1987.an estimated accuracy of +/- 6 seconds.
 CK1987
 CK1987.The orthometric height was determined by differential leveling
 CK1987.and adjusted by the National Geodetic Survey in June 1991..
 CK1987
 CK1987.The geoid height was determined by GEOID03.
 CK1987
 CK1987.The dynamic height is computed by dividing the NAVD 88
 CK1987.geopotential number by the normal gravity value computed on the
 CK1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1987.degrees latitude (g = 980.6199 gals.).
 CK1987
 CK1987.The modeled gravity was interpolated from observed gravity values.
 CK1987
 CK1987;                    North         East    Units  Estimated Accuracy
 CK1987;SPC SC       -    48,000.      600,390.      MT  (+/- 180 meters Scaled)
 CK1987
 CK1987                          SUPERSEDED SURVEY CONTROL
 CK1987
 CK1987  NGVD 29 (03/21/89)    4.119  (m)           13.51   (f) ADJUSTED    1 2
 CK1987
 CK1987.Superseded values are not recommended for survey control.
 CK1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1987.See file dsdata.txt to determine how the superseded data were derived.
 CK1987
 CK1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR907699(NAD 83)
 CK1987_MARKER: DB = BENCH MARK DISK
 CK1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1987_SP_SET: CONCRETE POST
 CK1987_STAMPING: VERT 27 029 X 1981
 CK1987_MARK LOGO: SCGS  
 CK1987_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1987+STABILITY: SURFACE MOTION
 CK1987
 CK1987  HISTORY     - Date     Condition        Report By
 CK1987  HISTORY     - 1981     MONUMENTED       SCGS
 CK1987
 CK1987                          STATION DESCRIPTION
 CK1987
 CK1987'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1987'3.7 KM (2.3 MI) SW FROM HARDEEVILLE.
 CK1987'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG STATE HIGHWAY 46 FROM THE
 CK1987'JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO A CROSSROAD, CONTINUE
 CK1987'STRAIGHT 3.4 KILOMETERS (2.15 MILES) NORTHWEST ALONG COUNTY ROAD
 CK1987'S-27-31, THENCE 4.5 KILOMETERS (2.8 MILES) SOUTH ALONG OLD CHARLESTON
 CK1987'ROAD TO THE SEABOARD COASTLINE RAILROAD CROSSING, THENCE 0.6 KILOMETER
 CK1987'(0.4 MILE) NORTHWEST ALONG AN ACCESS ROAD ALONG THE TRACKS TO MILE
 CK1987'MARKER 476 AND A SIGNAL TOWER, CONTINUE 0.5 KILOMETER (0.35 MILE)
 CK1987'NORTHWEST, SET ON THE SOUTHEAST SIDE OF THE TRACKS, 33.20 METERS
 CK1987'(109.0 FEET) SOUTHEAST AND ACROSS THE TRACKS FROM A TELEPHONE POLE
 CK1987'WITH A METAL WITNESS SIGN AND A 10 INCH STEEL SPIKE ON THE SOUTHEAST
 CK1987'SIDE OF THE POLE, 15.50 METERS (51.0 FEET) SOUTHEAST OF THE MOST
 CK1987'SOUTHEAST RAIL.
 CK1987'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 CK1987'THE MARK IS 2.50 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2138 ***********************************************************************
 CK2138  DESIGNATION -  27 030
 CK2138  PID         -  CK2138
 CK2138  STATE/COUNTY-  SC/JASPER
 CK2138  USGS QUAD   -  JASPER (1979)
 CK2138
 CK2138                         *CURRENT SURVEY CONTROL
 CK2138  ___________________________________________________________________
 CK2138* NAD 83(1986)-  32 21 10.     (N)    080 55 20.     (W)     SCALED    
 CK2138* NAVD 88     -         6.822  (meters)      22.38   (feet)  ADJUSTED  
 CK2138  ___________________________________________________________________
 CK2138  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 CK2138  DYNAMIC HT  -           6.815 (meters)      22.36  (feet)  COMP
 CK2138  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 CK2138
 CK2138  VERT ORDER  -  FIRST     CLASS II
 CK2138
 CK2138.The horizontal coordinates were scaled from a topographic map and have
 CK2138.an estimated accuracy of +/- 6 seconds.
 CK2138
 CK2138.The orthometric height was determined by differential leveling
 CK2138.and adjusted by the National Geodetic Survey in June 1991..
 CK2138
 CK2138.The geoid height was determined by GEOID03.
 CK2138
 CK2138.The dynamic height is computed by dividing the NAVD 88
 CK2138.geopotential number by the normal gravity value computed on the
 CK2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2138.degrees latitude (g = 980.6199 gals.).
 CK2138
 CK2138.The modeled gravity was interpolated from observed gravity values.
 CK2138
 CK2138;                    North         East    Units  Estimated Accuracy
 CK2138;SPC SC       -    57,610.      616,920.      MT  (+/- 180 meters Scaled)
 CK2138
 CK2138                          SUPERSEDED SURVEY CONTROL
 CK2138
 CK2138  NGVD 29 (03/21/89)    7.107  (m)           23.32   (f) ADJUSTED    1 2
 CK2138
 CK2138.Superseded values are not recommended for survey control.
 CK2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2138.See file dsdata.txt to determine how the superseded data were derived.
 CK2138
 CK2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR073795(NAD 83)
 CK2138_MARKER: DD = SURVEY DISK
 CK2138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2138_SP_SET: STAINLESS STEEL ROD
 CK2138_STAMPING: VERT 27 030 1982
 CK2138_MARK LOGO: SCGS  
 CK2138_PROJECTION: FLUSH
 CK2138_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2138+STABILITY: POSITION/ELEVATION WELL
 CK2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2138+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1998
 CK2138_ROD/PIPE-DEPTH: 13.7 meters
 CK2138
 CK2138  HISTORY     - Date     Condition        Report By
 CK2138  HISTORY     - 1982     MONUMENTED       SCGS
 CK2138  HISTORY     - 19980309 GOOD             SCGS
 CK2138  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK2138
 CK2138                          STATION DESCRIPTION
 CK2138
 CK2138'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2138'18.5 KM (11.5 MI) NW FROM BLUFFTON.
 CK2138'13.0 KILOMETERS (8.1 MILES) SOUTHWEST AND WEST ALONG STATE
 CK2138'HIGHWAY 170, FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE,
 CK2138'SET AT THE JUNCTION OF U.S. HIGHWAY 178 IN THE NORTHWEST YARD
 CK2138'OF THE BEAUFORT-JASPER COUNTY VOCATIONAL CENTER, IN A GROUP
 CK2138'OF 3 LARGE OAK TREES, 18.7 METERS (61.5 FEET) SOUTHEAST OF A
 CK2138'6 FOOT HIGH CHAIN LINK FENCE, 11.9 METERS (39.0 FEET) SOUTHEAST
 CK2138'OF THE MIDDLE ONE OF THREE LARGE OAKS, 16.2 METERS (53.0 FEET)
 CK2138'SOUTHWEST OF A PARKING LOT CURB, 14.2 METERS (46.5 FEET) WEST OF
 CK2138'THE WEST CORNER OF A SQUARE BRICK WATER MAIN VALVE HOUSE.
 CK2138'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2138
 CK2138                          STATION RECOVERY (1998)
 CK2138
 CK2138'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2138'STATION IS LOCATED 9.5 MILES (15.3 KM) SOUTH SOUTHEAST OF RIDGELAND,
 CK2138'7.25 MILES (11.67 KM) SOUTHEAST OF SWITZERLAND.
 CK2138'OWNERSHIP--BEAUFORT-JASPER CAREER EDUCATION CENTER.  TO REACH THE
 CK2138'STATION FROM THE JUNCTION OF STATE HIGHWAYS 170 (OKATIE HIGHWAY) AND
 CK2138'462, 2.1 MILES (3.4 KM) WEST OF CHELSEA, GO NORTH NORTHEAST ON HIGHWAY
 CK2138'462 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT INSIDE A CHAIN
 CK2138'LINK FENCE ON THE NORTHWEST SIDE OF THE BEAUFORT-JASPER CAREER
 CK2138'EDUCATION CENTER.  STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD
 CK2138'RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH THE HIGHWAY, 42.2 FEET (12.9
 CK2138'M) WEST OF THE WEST CORNER OF A SQUARE BRICK WATER MAIN VALVE HOUSE,
 CK2138'38.0 FEET (11.6 M) EAST SOUTHEAST OF A 4.2-FOOT OAK TREE, 52.2 FEET
 CK2138'(15.9 M) SOUTHWEST OF THE SOUTHWEST CURB OF THE PARKING LOT, 134.3
 CK2138'FEET (40.9 M) SOUTH OF A LIGHT POLE, 6O.6 FEET EAST SOUTHEAST OF THE
 CK2138'FENCE LINE.  RECOVERED BY C.J.  STONE.
 CK2138
 CK2138                          STATION RECOVERY (2002)
 CK2138
 CK2138'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2138'NOT FOUND.  SEARCHED UNDER OAK TREES WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2139 ***********************************************************************
 CK2139  DESIGNATION -  27 031
 CK2139  PID         -  CK2139
 CK2139  STATE/COUNTY-  SC/JASPER
 CK2139  USGS QUAD   -  JASPER (1979)
 CK2139
 CK2139                         *CURRENT SURVEY CONTROL
 CK2139  ___________________________________________________________________
 CK2139* NAD 83(1986)-  32 21 09.     (N)    080 55 17.     (W)     SCALED    
 CK2139* NAVD 88     -         6.681  (meters)      21.92   (feet)  ADJUSTED  
 CK2139  ___________________________________________________________________
 CK2139  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 CK2139  DYNAMIC HT  -           6.674 (meters)      21.90  (feet)  COMP
 CK2139  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 CK2139
 CK2139  VERT ORDER  -  FIRST     CLASS II
 CK2139
 CK2139.The horizontal coordinates were scaled from a topographic map and have
 CK2139.an estimated accuracy of +/- 6 seconds.
 CK2139
 CK2139.The orthometric height was determined by differential leveling
 CK2139.and adjusted by the National Geodetic Survey in June 1991..
 CK2139
 CK2139.The geoid height was determined by GEOID03.
 CK2139
 CK2139.The dynamic height is computed by dividing the NAVD 88
 CK2139.geopotential number by the normal gravity value computed on the
 CK2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2139.degrees latitude (g = 980.6199 gals.).
 CK2139
 CK2139.The modeled gravity was interpolated from observed gravity values.
 CK2139
 CK2139;                    North         East    Units  Estimated Accuracy
 CK2139;SPC SC       -    57,580.      617,000.      MT  (+/- 180 meters Scaled)
 CK2139
 CK2139                          SUPERSEDED SURVEY CONTROL
 CK2139
 CK2139  NGVD 29 (03/21/89)    6.966  (m)           22.85   (f) ADJUSTED    1 2
 CK2139
 CK2139.Superseded values are not recommended for survey control.
 CK2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2139.See file dsdata.txt to determine how the superseded data were derived.
 CK2139
 CK2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR073795(NAD 83)
 CK2139_MARKER: DD = SURVEY DISK
 CK2139_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2139_SP_SET: STAINLESS STEEL ROD
 CK2139_STAMPING: VERT 27 031 1982
 CK2139_MARK LOGO: SCGS  
 CK2139_PROJECTION: PROJECTING 6 CENTIMETERS
 CK2139_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2139+STABILITY: POSITION/ELEVATION WELL
 CK2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2139+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1998
 CK2139_ROD/PIPE-DEPTH: 12.2 meters
 CK2139
 CK2139  HISTORY     - Date     Condition        Report By
 CK2139  HISTORY     - 1982     MONUMENTED       SCGS
 CK2139  HISTORY     - 19980309 GOOD             SCGS
 CK2139  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK2139
 CK2139                          STATION DESCRIPTION
 CK2139
 CK2139'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2139'18.5 KM (11.5 MI) NW FROM BLUFFTON.
 CK2139'13.0 KILOMETERS (8.1 MILES) SOUTHWEST AND WEST ALONG STATE HIGHWAY
 CK2139'170, FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, SET AT THE
 CK2139'JUNCTION OF U.S. HIGHWAY 178 NEAR THE SOUTHEAST CORNER OF THE
 CK2139'BEAUFORT-JASPER COUNTY VOCATIONAL CENTER, 18.3 METERS (60.0 FEET)
 CK2139'NORTHEAST OF A METAL LAMP POST, 30.2 METERS (99.0 FEET) EAST
 CK2139'SOUTHEAST OF A FLAGPOLE, 9.3 METERS (30.5 FEET) NORTH OF THE
 CK2139'APPROXIMATE CENTER OF A PAVED DRIVE LEADING ALONG THE FRONT OF THE
 CK2139'SCHOOL AND 0.7 METER (2.4 FEET) SOUTH OF THE SOUTHEAST CORNER OF
 CK2139'THE SCHOOL.
 CK2139'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK2139
 CK2139                          STATION RECOVERY (1998)
 CK2139
 CK2139'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2139'STATION IS LOCATED 9.5 MILES (15.3 KM) SOUTH SOUTHEAST OF RIDGELAND,
 CK2139'7.25 MILES (11.67 KM) SOUTHEAST OF SWITZERLAND.
 CK2139'OWNERSHIP--BEAUFORT-JASPER CAREER EDUCATION CENTER.  TO REACH THE
 CK2139'STATION FROM THE JUNCTION OF STATE HIGHWAYS 170 (OKATIE HIGHWAY) AND
 CK2139'462, 2.1 MILES (3.4 KM) WEST OF CHELSEA, GO EAST ON HIGHWAY 170 FOR
 CK2139'0.15 MILE (0.24 KM) TO A PAVED ROAD LEFT (ENTRANCE TO THE
 CK2139'BEAUFORT-JASPER CAREER EDUCATION CENTER) , TURN LEFT ON THE ENTRANCE
 CK2139'ROAD LEADING TO IN FRONT OF THE SCHOOL FOR 0.05 MILE (0.08 KM) TO THE
 CK2139'STATION ON THE RIGHT NEAR THE SOUTHWEST FACE OF THE SCHOOL.  STATION
 CK2139'IS A DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.6 FOOT (18.3
 CK2139'CM) AND LEVEL WITH THE ROAD, 28.9 FEET (8.8 M) NORTHEAST OF THE CENTER
 CK2139'OF THE ROAD LEADING IN FRONT OF THE SCHOOL, 2.5 FEET (0.8 M) SOUTHWEST
 CK2139'OF THE SOUTHWEST FACE OF THE SCHOOL, 57.9 FEET (17.6 M) EAST NORTHEAST
 CK2139'OF A METAL LAMP POST, 98.4 FEET (30.0 M) SOUTHEAST OF A FLAG POLE,
 CK2139'24.3 FEET (7.4 M) NORTH NORTHWEST OF A 1.6-FOOT OAK TREE.  RECOVERED
 CK2139'BY C.J.  STONE.
 CK2139
 CK2139                          STATION RECOVERY (2002)
 CK2139
 CK2139'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2139'NOT FOUND.  SEARCHED NEAR SE CORNER OF SCHOOL WITH MICRONTA 4001.  NO
 CK2139'FLAG POLE HERE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2141 ***********************************************************************
 CK2141  DESIGNATION -  27 032
 CK2141  PID         -  CK2141
 CK2141  STATE/COUNTY-  SC/JASPER
 CK2141  USGS QUAD   -  JASPER (1979)
 CK2141
 CK2141                         *CURRENT SURVEY CONTROL
 CK2141  ___________________________________________________________________
 CK2141* NAD 83(1986)-  32 21 12.     (N)    080 53 31.     (W)     SCALED    
 CK2141* NAVD 88     -         5.688  (meters)      18.66   (feet)  ADJUSTED  
 CK2141  ___________________________________________________________________
 CK2141  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK2141  DYNAMIC HT  -           5.681 (meters)      18.64  (feet)  COMP
 CK2141  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 CK2141
 CK2141  VERT ORDER  -  FIRST     CLASS II
 CK2141
 CK2141.The horizontal coordinates were scaled from a topographic map and have
 CK2141.an estimated accuracy of +/- 6 seconds.
 CK2141
 CK2141.The orthometric height was determined by differential leveling
 CK2141.and adjusted by the National Geodetic Survey in June 1991..
 CK2141
 CK2141.The geoid height was determined by GEOID03.
 CK2141
 CK2141.The dynamic height is computed by dividing the NAVD 88
 CK2141.geopotential number by the normal gravity value computed on the
 CK2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2141.degrees latitude (g = 980.6199 gals.).
 CK2141
 CK2141.The modeled gravity was interpolated from observed gravity values.
 CK2141
 CK2141;                    North         East    Units  Estimated Accuracy
 CK2141;SPC SC       -    57,680.      619,770.      MT  (+/- 180 meters Scaled)
 CK2141
 CK2141                          SUPERSEDED SURVEY CONTROL
 CK2141
 CK2141  NGVD 29 (03/21/89)    5.972  (m)           19.59   (f) ADJUSTED    1 2
 CK2141
 CK2141.Superseded values are not recommended for survey control.
 CK2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2141.See file dsdata.txt to determine how the superseded data were derived.
 CK2141
 CK2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR101796(NAD 83)
 CK2141_MARKER: DD = SURVEY DISK
 CK2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2141_SP_SET: CONCRETE POST
 CK2141_STAMPING: VERT 27 032 1982
 CK2141_MARK LOGO: SCGS  
 CK2141_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2141_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2141+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1998
 CK2141
 CK2141  HISTORY     - Date     Condition        Report By
 CK2141  HISTORY     - 1982     MONUMENTED       SCGS
 CK2141  HISTORY     - 19980309 GOOD             SCGS
 CK2141  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK2141
 CK2141                          STATION DESCRIPTION
 CK2141
 CK2141'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2141'14.4 KM (9.0 MI) NORTH FROM BLUFFTON.
 CK2141'10.2 KILOMETERS (6.35 MILES) SOUTHWEST ALONG STATE HIGHWAY 170, FROM
 CK2141'THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, SET IN THE VEE OF THE
 CK2141'JUNCTION OF THE PAVED ROAD LEADING TO BAILEYS LANDING, 25.3 METERS
 CK2141'(83.0 FEET) SOUTH OF THE CENTERLINE OF HIGHWAY 170, 23.9 METERS
 CK2141'(78.5 FEET) NORTH OF THE CENTERLINE OF COUNTY ROAD S-7-18 AND 5.7
 CK2141'METERS (18.8 FEET) WEST SOUTHWEST OF A 50 INCH TWIN TRUNK OAK TREE.
 CK2141'THE MARK IS 0.70 METERS  N FROM A WITNESS POST.
 CK2141'THE MARK IS 0.80 M BELOW HIGHWAY 170.
 CK2141
 CK2141                          STATION RECOVERY (1998)
 CK2141
 CK2141'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2141'STATION IS LOCATED 10.25 MILES (16.50 KM) SOUTHEAST OF RIDGELAND, 8.55
 CK2141'MILES (13.76 KM) SOUTHEAST OF SWITZERLAND.  OWNERSHIP--UNKNOWN.  TO
 CK2141'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 170 (OKATIE
 CK2141'HIGHWAY) AND 462, 2.1 MILES (3.4 KM) WEST OF CHELSEA, GO EAST ON
 CK2141'HIGHWAY 170 FOR 1.8 MILES (2.9 KM) TO THE STATION IN THE SOUTHEAST
 CK2141'ANGLE OF THE FORK JUNCTION OF STATE ROAD 18 (OLD BAILEYS ROAD) .
 CK2141'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 3.5 FEET
 CK2141'(1.1 M) BELOW THE HIGHWAY, 63.2 FEET (19.3 M) SOUTH OF THE CENTER OF
 CK2141'THE HIGHWAY, 78.4 FEET (23.9 M) NORTHEAST OF THE CENTER OF ROAD 18,
 CK2141'17.8 FEET (5.4 M) WEST OF A 4.0-FOOT DOUBLE-TRUNKED OAK TREE WITH A
 CK2141'SCGS REFERENCE WASHER ATTACHED, 17.5 FEET (5.3 M) SOUTH SOUTHEAST OF A
 CK2141'2.1-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 2.0 FEET
 CK2141'(0.6 M) NORTH OF A WITNESS POST.  RECOVERED BY C.J.  STONE.
 CK2141
 CK2141                          STATION RECOVERY (2002)
 CK2141
 CK2141'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2141'NOT FOUND.  SEARCHED VEE OF SC 107 AND SR 7-18 WITH MICRONTA 4001.  NO
 CK2141'WP HERE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4309 ***********************************************************************
 CK4309  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4309  DESIGNATION -  27 033
 CK4309  PID         -  CK4309
 CK4309  STATE/COUNTY-  SC/JASPER
 CK4309  USGS QUAD   -  RIDGELAND (1979)
 CK4309
 CK4309                         *CURRENT SURVEY CONTROL
 CK4309  ___________________________________________________________________
 CK4309* NAD 83(2001)-  32 29 19.38186(N)    080 58 36.03169(W)     ADJUSTED  
 CK4309* NAVD 88     -        12.83   (meters)      42.1    (feet)  GPS OBS   
 CK4309  ___________________________________________________________________
 CK4309  X           -     844,584.810 (meters)                     COMP
 CK4309  Y           -  -5,318,484.889 (meters)                     COMP
 CK4309  Z           -   3,406,257.795 (meters)                     COMP
 CK4309  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CK4309  ELLIP HEIGHT-         -18.70  (meters)          (02/10/03) GPS OBS
 CK4309  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 CK4309
 CK4309  HORZ ORDER  -  B
 CK4309  ELLP ORDER  -  FOURTH    CLASS II
 CK4309
 CK4309.The horizontal coordinates were established by GPS observations
 CK4309.and adjusted by the National Geodetic Survey in February 2003..
 CK4309
 CK4309.The orthometric height was determined by GPS observations and a
 CK4309.high-resolution geoid model using precise GPS observation and
 CK4309.processing techniques. It supersedes the leveled height previously
 CK4309.determined for this station.
 CK4309
 CK4309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4309
 CK4309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4309
 CK4309.The ellipsoidal height was determined by GPS observations
 CK4309.and is referenced to NAD 83.
 CK4309
 CK4309.The geoid height was determined by GEOID03.
 CK4309
 CK4309;                    North         East     Units Scale Factor Converg.
 CK4309;SPC SC       -    72,685.837   611,792.246   MT  1.00000399   +0 00 46.6
 CK4309;SPC SC       -   238,470.59  2,007,192.41   iFT  1.00000399   +0 00 46.6
 CK4309;UTM  17      - 3,594,608.640   502,191.361   MT  0.99960006   +0 00 45.1
 CK4309
 CK4309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4309!SPC SC       -   1.00000294  x   1.00000399  =   1.00000693
 CK4309!UTM  17      -   1.00000294  x   0.99960006  =   0.99960299
 CK4309
 CK4309:                Primary Azimuth Mark                     Grid Az
 CK4309:SPC SC       -  27 036                                   015 44 42.3
 CK4309:UTM  17      -  27 036                                   015 44 43.8
 CK4309
 CK4309|---------------------------------------------------------------------|
 CK4309| PID    Reference Object                     Distance      Geod. Az  |
 CK4309|                                                           dddmmss.s |
 CK4309| CK4312 27 036                              APPROX. 1.3 KM 0154528.9 |
 CK4309|---------------------------------------------------------------------|
 CK4309
 CK4309                          SUPERSEDED SURVEY CONTROL
 CK4309
 CK4309  NAD 83(1986)-  32 29 19.39266(N)    080 58 36.03894(W) AD(       ) 1
 CK4309  NAD 83(1995)-  32 29 19.38169(N)    080 58 36.03158(W) AD(       ) B
 CK4309  ELLIP H (08/25/00)  -18.67   (m)                       GP(       ) 2 2
 CK4309  NAD 83(1995)-  32 29 19.38192(N)    080 58 36.03174(W) AD(       ) 1
 CK4309  ELLIP H (12/20/99)  -18.66   (m)                       GP(       ) 4 1
 CK4309  NAD 83(1986)-  32 29 19.39239(N)    080 58 36.03964(W) AD(       ) 1
 CK4309  NAD 27      -  32 29 18.71414(N)    080 58 36.64528(W) AD(       ) 1
 CK4309  NAVD 88 (11/15/00)   12.830  (m)           42.09   (f) ADJUSTED    1 2
 CK4309  NGVD 29 (10/12/88)   12.9    (m)           42.     (f) GPS OBS        
 CK4309
 CK4309.Superseded values are not recommended for survey control.
 CK4309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4309.See file dsdata.txt to determine how the superseded data were derived.
 CK4309
 CK4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0219194609(NAD 83)
 CK4309_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4309_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK4309_SP_SET: CONCRETE MEDIAN
 CK4309_STAMPING: 27 033 1985
 CK4309_MARK LOGO: NGS   
 CK4309_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4309+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 CK4309
 CK4309  HISTORY     - Date     Condition        Report By
 CK4309  HISTORY     - 1985     MONUMENTED       NGS
 CK4309  HISTORY     - 1985     GOOD             NGS
 CK4309  HISTORY     - 19870212 GOOD
 CK4309  HISTORY     - 19920219 GOOD             SCGS
 CK4309  HISTORY     - 19961126 GOOD             SCGS
 CK4309  HISTORY     - 19980302 GOOD             SCGS
 CK4309  HISTORY     - 20030422 GOOD             SCGS
 CK4309
 CK4309                          STATION DESCRIPTION
 CK4309
 CK4309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4309'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) NORTH-NORTHEAST
 CK4309'OF THE RIDGELAND
 CK4309'BUSINESS DISTRICT, IN A CONCRETE TRAFFIC MEDIAN OF US HIGHWAY 17.
 CK4309'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4309'
 CK4309'TO REACH FROM THE JUNCTION OF US HIGHWAYS 17 AND 278 (WEST) IN
 CK4309'RIDGELAND, GO NORTH ON HIGHWAY 17 FOR 0.75 KM (0.45 MI) TO THE
 CK4309'NORTH END OF THE CONCRETE ISLAND AT THE BEGINNING OF THE HIGHWAY
 CK4309'MEDIAN.
 CK4309'
 CK4309'STATION MARK IS A STANDARD NGS STATION DISK STAMPED---27 033
 CK4309'1985---, SET FLUSH IN A DRILL HOLE IN THE CONCRETE ISLAND.  IT IS
 CK4309'1.1 METERS SOUTH OF THE NORTH END OF THE ISLAND, 5.2 METERS EAST OF
 CK4309'THE CENTER OF THE NORTHBOUND LANES, AND 5.0 METERS WEST OF THE
 CK4309'CENTER OF THE SOUTHBOUND LANES.
 CK4309'
 CK4309'THIS STATION IS INTERVISIBLE WITH STATION 27 036.  STATION WAS
 CK4309'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4309
 CK4309                          STATION RECOVERY (1985)
 CK4309
 CK4309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4309'RECOVERED IN GOOD CONDITION.
 CK4309
 CK4309                          STATION RECOVERY (1987)
 CK4309
 CK4309'RECOVERED 1987
 CK4309'RECOVERED IN GOOD CONDITION.
 CK4309
 CK4309                          STATION RECOVERY (1992)
 CK4309
 CK4309'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4309'STATION IS LOCATED 0.6 MILE (1.0 KM) NORTH NORTHEAST OF RIDGELAND.
 CK4309'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4309'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4309'TO REACH THE STATION FROM THE NORTH JUNCTION OF U.S. HIGHWAYS 17
 CK4309'(NORTH JACOB SMART BOULEVARD) AND 278 (3RD AVENUE) IN RIDGELAND, GO
 CK4309'NORTHEAST ON HIGHWAY 17 FOR 0.45 MILE (0.72 KM) TO THE BEGINNING OF
 CK4309'THE DIVIDED HIGHWAY AND THE STATION IN THE NORTHEAST END OF A
 CK4309'CONCRETE MEDIAN.
 CK4309'STATION IS A DRILL MARK IN CONCRETE MEDIAN, 16.0 FEET (4.9 M) WEST
 CK4309'NORTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 17.2
 CK4309'FEET (5.2 M) EAST SOUTHEAST OF THE CENTER OF SOUTHBOUND LANES OF THE
 CK4309'HIGHWAY, 4.1 FEET (1.2 M) SOUTH SOUTHWEST OF THE NORTH EDGE OF THE
 CK4309'CONCRETE MEDIAN, 52.0 FEET (15.8 M) WEST NORTHWEST OF A TELEPHONE
 CK4309'POLE P/I2I6/21 WITH GUY WIRE, 109.6 FEET (33.4 M) SOUTH OF A POWER
 CK4309'POLE NUMBER 218/100 WITH 5 GUY WIRES AND A STREET LIGHT, 6.9 FEET
 CK4309'(2.1 M) SOUTH SOUTHWEST OF A WITNESS POST.
 CK4309'NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION 27 036.
 CK4309'RECOVERED BY C.E. GEOGHEGAN.
 CK4309
 CK4309                          STATION RECOVERY (1996)
 CK4309
 CK4309'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK4309'RECOVERED AS DESCRIBED.
 CK4309
 CK4309                          STATION RECOVERY (1998)
 CK4309
 CK4309'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4309'RECOVERED AS DESCRIBED.
 CK4309
 CK4309                          STATION RECOVERY (2003)
 CK4309
 CK4309'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4309'STATION IS LOCATED 0.65 MILE NORTH NORTHEAST OF RIDGELAND.
 CK4309'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 CK4309'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK4309'NORTH JUNCTION OF U.S. HIGHWAYS 17 (NORTH JACOB SMART  BOULEVARD) AND
 CK4309'278 (3RD AVENUE) IN RIDGELAND, GO NORTHEAST ON HIGHWAY 17 FOR 0.45
 CK4309'MILE  TO THE STATION ON THE LEFT AT THE BEGINNING OF THE DIVIDED
 CK4309'HIGHWAY IN THE NORTHEAST END  OF A CONCRETE MEDIAN. STATION IS A DISK
 CK4309'SET INTO THE CONCRETE MEDIAN AND LEVEL WITH THE HIGHWAY, 3.9 FEET
 CK4309'SOUTH SOUTHWEST OF THE NORTH END OF THE CONCRETE MEDIAN, 3.6 FEET WEST
 CK4309'NORTHWEST OF  THE EAST EDGE OF THE CONCRETE MEDIAN, 3.8 FEET EAST
 CK4309'SOUTHEAST OF THE WEST EDGE OF THE  CONCRETE MEDIAN, 6.8 FEET SOUTH
 CK4309'SOUTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4310 ***********************************************************************
 CK4310  DESIGNATION -  27 034
 CK4310  PID         -  CK4310
 CK4310  STATE/COUNTY-  SC/JASPER
 CK4310  USGS QUAD   -  RIDGELAND (1979)
 CK4310
 CK4310                         *CURRENT SURVEY CONTROL
 CK4310  ___________________________________________________________________
 CK4310* NAD 83(2001)-  32 26 53.35313(N)    080 53 51.66350(W)     ADJUSTED  
 CK4310* NAVD 88     -         6.4    (meters)      21.     (feet)  GPS OBS   
 CK4310  ___________________________________________________________________
 CK4310  X           -     852,297.530 (meters)                     COMP
 CK4310  Y           -  -5,319,694.519 (meters)                     COMP
 CK4310  Z           -   3,402,459.208 (meters)                     COMP
 CK4310  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CK4310  ELLIP HEIGHT-         -25.12  (meters)          (03/13/03) GPS OBS
 CK4310  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 CK4310
 CK4310  HORZ ORDER  -  FIRST
 CK4310  ELLP ORDER  -  FOURTH    CLASS II
 CK4310
 CK4310.The horizontal coordinates were established by GPS observations
 CK4310.and adjusted by the National Geodetic Survey in March 2003..
 CK4310
 CK4310.The orthometric height was determined by GPS observations and a
 CK4310.high-resolution geoid model.
 CK4310
 CK4310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4310
 CK4310.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4310
 CK4310.The ellipsoidal height was determined by GPS observations
 CK4310.and is referenced to NAD 83.
 CK4310
 CK4310.The geoid height was determined by GEOID03.
 CK4310
 CK4310;                    North         East     Units Scale Factor Converg.
 CK4310;SPC SC       -    68,192.006   619,220.988   MT  1.00001866   +0 03 24.2
 CK4310;SPC SC       -   223,727.05  2,031,564.92   iFT  1.00001866   +0 03 24.2
 CK4310;UTM  17      - 3,590,116.512   509,616.964   MT  0.99960114   +0 03 17.6
 CK4310
 CK4310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4310!SPC SC       -   1.00000394  x   1.00001866  =   1.00002260
 CK4310!UTM  17      -   1.00000394  x   0.99960114  =   0.99960508
 CK4310
 CK4310:                Primary Azimuth Mark                     Grid Az
 CK4310:SPC SC       -  27 035                                   341 11 30.6
 CK4310:UTM  17      -  27 035                                   341 11 37.2
 CK4310
 CK4310|---------------------------------------------------------------------|
 CK4310| PID    Reference Object                     Distance      Geod. Az  |
 CK4310|                                                           dddmmss.s |
 CK4310| CK4311 27 035                              APPROX. 0.6 KM 3411454.8 |
 CK4310|---------------------------------------------------------------------|
 CK4310
 CK4310                          SUPERSEDED SURVEY CONTROL
 CK4310
 CK4310  NAD 83(1995)-  32 26 53.35318(N)    080 53 51.66344(W) AD(       ) 1
 CK4310  ELLIP H (12/20/99)  -25.07   (m)                       GP(       ) 4 1
 CK4310  NAD 83(1986)-  32 26 53.36318(N)    080 53 51.67028(W) AD(       ) 1
 CK4310  NAD 27      -  32 26 52.68110(N)    080 53 52.28027(W) AD(       ) 1
 CK4310  NGVD 29 (10/12/88)    6.7    (m)           22.     (f) GPS OBS        
 CK4310
 CK4310.Superseded values are not recommended for survey control.
 CK4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4310.See file dsdata.txt to determine how the superseded data were derived.
 CK4310
 CK4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0961790117(NAD 83)
 CK4310_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4310_SP_SET: CONCRETE POST
 CK4310_STAMPING: 27 034 1985
 CK4310_MARK LOGO: NGS   
 CK4310_PROJECTION: FLUSH
 CK4310_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4310+STABILITY: SURFACE MOTION
 CK4310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4310+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 CK4310
 CK4310  HISTORY     - Date     Condition        Report By
 CK4310  HISTORY     - 1985     MONUMENTED       NGS
 CK4310  HISTORY     - 1985     GOOD             NGS
 CK4310  HISTORY     - 19870217 GOOD
 CK4310  HISTORY     - 19920219 GOOD             SCGS
 CK4310  HISTORY     - 19961126 GOOD             SCGS
 CK4310  HISTORY     - 20020618 GOOD             USPSQD
 CK4310  HISTORY     - 20030505 GOOD             SCGS
 CK4310  HISTORY     - 20060922 GOOD             FRELAN
 CK4310
 CK4310                          STATION DESCRIPTION
 CK4310
 CK4310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4310'STATION IS LOCATED 8.7 KM (5.4 MI) EAST-SOUTHEAST OF RIDGELAND, 1.6
 CK4310'KM (1.0 MI) SOUTH OF THE JUNCTION OF US HIGHWAY 278 AND STATE
 CK4310'HIGHWAY 462, ON THE RIGHT-OF-WAY OF HIGHWAY 278, AT THE BRICK WALL
 CK4310'ENTRANCE TO THE R+M PLANTATION.  OWNERSHIP--SOUTH CAROLINA
 CK4310'DEPARTMENT OF HIGHWAYS.
 CK4310'
 CK4310'TO REACH FROM THE JUNCTION OF HIGHWAYS 278 AND 462, GO SOUTHERLY ON
 CK4310'HIGHWAY 278 FOR 1.38 KM (0.85 MI) TO THE PLANTATION ENTRANCE AND
 CK4310'THE STATION ON THE RIGHT.
 CK4310'
 CK4310'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---27 034
 CK4310'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4310'POST 2 CM BELOW GROUND.  IT IS 12.5 METERS SOUTHEAST OF THE
 CK4310'DRIVEWAY CENTER, 10.0 METERS SOUTHWEST OF THE HIGHWAY CENTER, 5.4
 CK4310'METERS SOUTH OF THE EAST END OF A DRAIN PIPE, 2.3 METERS
 CK4310'NORTH-NORTHEAST OF THE EAST CORNER OF A BRICK PILLAR, AND 2.2
 CK4310'METERS NORTHEAST OF A BRICK WALL.  THE SUBSURFACE DISK IS SET IN
 CK4310'THE TOP OF AN IRREGULAR CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4310'
 CK4310'THIS STATION IS INTERVISIBLE WITH STATION 27 035.  STATION WAS
 CK4310'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4310
 CK4310                          STATION RECOVERY (1985)
 CK4310
 CK4310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4310'RECOVERED IN GOOD CONDITION.
 CK4310
 CK4310                          STATION RECOVERY (1987)
 CK4310
 CK4310'RECOVERED 1987
 CK4310'RECOVERED IN GOOD CONDITION.
 CK4310
 CK4310                          STATION RECOVERY (1992)
 CK4310
 CK4310'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4310'STATION IS LOCATED 5.2 MILES (8.4 KM) EAST SOUTHEAST OF RIDGELAND,
 CK4310'12.1 MILES (19.5 KM) SOUTH SOUTHWEST OF SHELDON. OWNERSHIP--SCDHPT,
 CK4310'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4310'803-737-1350.
 CK4310'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 AND STATE
 CK4310'HIGHWAY 462, 5.2 MILES (8.4 KM) EAST SOUTHEAST OF RIDGELAND, GO
 CK4310'SOUTHWEST ON HIGHWAY 278 FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF
 CK4310'STATE ROAD 331, CONTINUE ON HIGHWAY 278 FOR 0.4 MILE (0.6 KM) TO THE
 CK4310'BRICK ENTRANCE WAY TO THE R + M PLANTATION AND THE STATION NEAR THE
 CK4310'SOUTHEAST END OF THE ENTRANCE WAY.
 CK4310'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 CK4310'(15.2 CM) BELOW THE HIGHWAY, 33.3 FEET (10.1 M) WEST SOUTHWEST OF THE
 CK4310'CENTER OF THE HIGHWAY, 38.5 FEET (11.7 M) SOUTH SOUTHEAST OF THE
 CK4310'CENTER OF THE DRIVEWAY, 7.5 FEET (2.3 M) NORTHEAST OF THE SOUTHEAST
 CK4310'CORNER OF THE SHORTEST OF FOUR BRICK PILLARS IN A WALL, 17.6 FEET
 CK4310'(5.4 M) SOUTH SOUTHWEST OF THE SOUTH END OF A 15-INCH CONCRETE PIPE
 CK4310'CULVERT BENEATH THE DRIVEWAY.
 CK4310'NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION 27 035.
 CK4310'RECOVERED BY C.E. GEOGHEGAN.
 CK4310
 CK4310                          STATION RECOVERY (1996)
 CK4310
 CK4310'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK4310'RECOVERED AS DESCRIBED.
 CK4310
 CK4310                          STATION RECOVERY (2002)
 CK4310
 CK4310'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK4310'RECOVERED IN GOOD CONDITION.
 CK4310
 CK4310                          STATION RECOVERY (2003)
 CK4310
 CK4310'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4310'STATION IS LOCATED 5.3 MILES EAST SOUTHEAST OF RIDGELAND.
 CK4310'OWNERSHIP--SCDOT, DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191,
 CK4310'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK4310'JUNCTION OF STATE HIGHWAYS 336 AND 462 IN NEVADUN, 5.0  MILES EAST
 CK4310'SOUTHEAST OF RIDGELAND, GO SOUTH SOUTHWEST ON HIGHWAY 462 FOR 0.85
 CK4310'MILE  TO THE STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF AN
 CK4310'ENTRANCE DRIVE TO R AND M  PLANTATION AND NEAR A BRICK ENTRANCE WALK.
 CK4310'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK4310'HIGHWAY,  32.3 FEET WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 17.2
 CK4310'FEET SOUTH  SOUTHWEST OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE
 CK4310'CULVERT BENEATH THE  DRIVE, 40.0 FEET SOUTH SOUTHEAST OF THE CENTER OF
 CK4310'THE DRIVE, 6.8 FEET EAST  NORTHEAST OF A BRICK WALL, 39.5 FEET NORTH
 CK4310'OF A TELEPHONE JUNCTION BOX  RP/876/1. NOTE-STATION IS INTERVISIBLE
 CK4310'WITH HORIZONTAL STATION 27 035. RECOVERED BY T. HALL.
 CK4310
 CK4310                          STATION RECOVERY (2006)
 CK4310
 CK4310'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 CK4310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4311 ***********************************************************************
 CK4311  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4311  DESIGNATION -  27 035
 CK4311  PID         -  CK4311
 CK4311  STATE/COUNTY-  SC/JASPER
 CK4311  USGS QUAD   -  RIDGELAND (1979)
 CK4311
 CK4311                         *CURRENT SURVEY CONTROL
 CK4311  ___________________________________________________________________
 CK4311* NAD 83(2001)-  32 27 11.83236(N)    080 53 59.06242(W)     ADJUSTED  
 CK4311* NAVD 88     -         3.33   (meters)      10.9    (feet)  GPS OBS   
 CK4311  ___________________________________________________________________
 CK4311  X           -     852,057.982 (meters)                     COMP
 CK4311  Y           -  -5,319,420.898 (meters)                     COMP
 CK4311  Z           -   3,402,937.883 (meters)                     COMP
 CK4311  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CK4311  ELLIP HEIGHT-         -28.24  (meters)          (03/13/03) GPS OBS
 CK4311  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 CK4311
 CK4311  HORZ ORDER  -  FIRST
 CK4311  ELLP ORDER  -  FOURTH    CLASS II
 CK4311
 CK4311.The horizontal coordinates were established by GPS observations
 CK4311.and adjusted by the National Geodetic Survey in March 2003..
 CK4311
 CK4311.The orthometric height was determined by GPS observations and a
 CK4311.high-resolution geoid model using precise GPS observation and
 CK4311.processing techniques.
 CK4311
 CK4311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4311
 CK4311.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4311
 CK4311.The ellipsoidal height was determined by GPS observations
 CK4311.and is referenced to NAD 83.
 CK4311
 CK4311.The geoid height was determined by GEOID03.
 CK4311
 CK4311;                    North         East     Units Scale Factor Converg.
 CK4311;SPC SC       -    68,761.062   619,027.175   MT  1.00001678   +0 03 20.1
 CK4311;SPC SC       -   225,594.04  2,030,929.05   iFT  1.00001678   +0 03 20.1
 CK4311;UTM  17      - 3,590,685.337   509,423.250   MT  0.99960109   +0 03 13.7
 CK4311
 CK4311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4311!SPC SC       -   1.00000443  x   1.00001678  =   1.00002121
 CK4311!UTM  17      -   1.00000443  x   0.99960109  =   0.99960552
 CK4311
 CK4311:                Primary Azimuth Mark                     Grid Az
 CK4311:SPC SC       -  27 034                                   161 11 30.8
 CK4311:UTM  17      -  27 034                                   161 11 37.2
 CK4311
 CK4311|---------------------------------------------------------------------|
 CK4311| PID    Reference Object                     Distance      Geod. Az  |
 CK4311|                                                           dddmmss.s |
 CK4311| CK4310 27 034                              APPROX. 0.6 KM 1611450.9 |
 CK4311|---------------------------------------------------------------------|
 CK4311
 CK4311                          SUPERSEDED SURVEY CONTROL
 CK4311
 CK4311  NAD 83(1995)-  32 27 11.83242(N)    080 53 59.06235(W) AD(       ) 1
 CK4311  ELLIP H (12/20/99)  -28.18   (m)                       GP(       ) 4 1
 CK4311  NAD 83(1986)-  32 27 11.84251(N)    080 53 59.06919(W) AD(       ) 1
 CK4311  NAD 83(1986)-  32 27 11.84247(N)    080 53 59.06673(W) AD(       ) 1
 CK4311  NAD 27      -  32 27 11.16116(N)    080 53 59.68151(W) AD(       ) 1
 CK4311  NGVD 29 (10/12/88)    3.6    (m)           12.     (f) GPS OBS        
 CK4311
 CK4311.Superseded values are not recommended for survey control.
 CK4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4311.See file dsdata.txt to determine how the superseded data were derived.
 CK4311
 CK4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0942390685(NAD 83)
 CK4311_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4311_SP_SET: CONCRETE POST
 CK4311_STAMPING: 27 035 1985
 CK4311_MARK LOGO: NGS   
 CK4311_PROJECTION: RECESSED 3 CENTIMETERS
 CK4311_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4311+STABILITY: SURFACE MOTION
 CK4311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4311+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 CK4311
 CK4311  HISTORY     - Date     Condition        Report By
 CK4311  HISTORY     - 1985     MONUMENTED       NGS
 CK4311  HISTORY     - 1985     GOOD             NGS
 CK4311  HISTORY     - 19870213 GOOD
 CK4311  HISTORY     - 19920219 GOOD             SCGS
 CK4311  HISTORY     - 19961126 GOOD             SCGS
 CK4311  HISTORY     - 20020618 GOOD             USPSQD
 CK4311  HISTORY     - 20030505 GOOD             SCGS
 CK4311
 CK4311                          STATION DESCRIPTION
 CK4311
 CK4311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4311'THE STATION IS LOCATED 8.0 KM (5.0 MI) EAST-SOUTHEAST OF RIDGELAND,
 CK4311'0.6 KM (0.4 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF US HIGHWAY 278
 CK4311'AND STATE HIGHWAY 462, AT A SMALL BRIDGE OVER EUHAW CREEK, ON THE
 CK4311'RIGHT-OF-WAY OF HIGHWAY 278.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT
 CK4311'OF HIGHWAYS.
 CK4311'
 CK4311'TO REACH FROM THE JUNCTION OF HIGHWAYS 278 AND 462, GO SOUTHERLY ON
 CK4311'HIGHWAY 278 FOR 0.61 KM (0.4 MI) TO THE BRIDGE AND THE STATION ON
 CK4311'THE RIGHT.
 CK4311'
 CK4311'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---27 035
 CK4311'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4311'POST 2 CM BELOW GROUND.  IT IS 10.9 METERS NORTH OF THE NORTHWEST
 CK4311'CORNER OF THE BRIDGE, IN LINE WITH THE BRIDGE CURB, 5.7 METERS WEST
 CK4311'OF THE HIGHWAY CENTER, 1.3 METERS EAST OF A FIBERGLASS WITNESS
 CK4311'POST, AND 10.7 METERS SOUTH-SOUTHEAST OF UTILITY POLE RP 122.  THE
 CK4311'SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.2
 CK4311'METERS BELOW GROUND.
 CK4311'
 CK4311'THIS STATION IS INTERVISIBLE WITH 27 034.  STATION WAS OCCUPIED BY
 CK4311'GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4311
 CK4311                          STATION RECOVERY (1985)
 CK4311
 CK4311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4311'RECOVERED IN GOOD CONDITION.
 CK4311
 CK4311                          STATION RECOVERY (1987)
 CK4311
 CK4311'RECOVERED 1987
 CK4311'RECOVERED IN GOOD CONDITION.
 CK4311
 CK4311                          STATION RECOVERY (1992)
 CK4311
 CK4311'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4311'STATION IS LOCATED 5.1 MILES (8.2 KM) EAST SOUTHEAST OF RIDGELAND,
 CK4311'12.0 MILES (19.3 KM) SOUTH SOUTHWEST OF SHELDON. OWNERSHIP--SCDHPT,
 CK4311'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4311'803-737-1350.
 CK4311'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 AND STATE
 CK4311'HIGHWAY 462, 5.2 MILES (8.4 KM) EAST SOUTHEAST OF RIDGELAND, GO
 CK4311'SOUTHWEST ON HIGHWAY 278 FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF
 CK4311'STATE ROAD 331, CONTINUE ON HIGHWAY 278 FOR 0.05 MILE (0.08 KM) TO
 CK4311'THE STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF A BRIDGE.
 CK4311'STATION IS A CONCRETE POST RECESSED 1-INCH AND 0.5 FOOT (15.2 CM)
 CK4311'ABOVE THE HIGHWAY, 19.1 FEET (5.8 M) WEST OF THE CENTER OF THE
 CK4311'HIGHWAY, 25.0 FEET (7.6 M) NORTH OF THE NORTHWEST CORNER OF THE NORTH
 CK4311'BRIDGE ABUTMENT AND IN LINE WITH THE WEST CURB, 35.6 FEET (10.9 M)
 CK4311'SOUTH SOUTHEAST OF A TELEPHONE POLE RR/811/95 WITH TWO GUY WIRES, 4.5
 CK4311'FEET (1.4 M) EAST OF A WITNESS POST.
 CK4311'NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION 27 034.
 CK4311'RECOVERED BY C.E. GEOGHEGAN.
 CK4311
 CK4311                          STATION RECOVERY (1996)
 CK4311
 CK4311'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK4311'STATION IS LOCATED 5.1 MILES (8.2 KM) EAST SOUTHEAST OF RIDGELAND,
 CK4311'12.0 MILES (19.3 KM) SOUTH SOUTHWEST OF SHELDON.  OWNERSHIP--SCDOT,
 CK4311'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK4311'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK4311'278 AND STATE HIGHWAY 462, 5.2 MILES (8.4 KM) EAST SOUTHEAST OF
 CK4311'RIDGELAND, GO SOUTHWEST ON HIGHWAY 278 FOR 0.4 MILE (0.6 KM) TO THE
 CK4311'JUNCTION OF STATE ROAD 331, CONTINUE ON HIGHWAY 278 FOR 0.05 MILE
 CK4311'(0.08 KM) TO THE STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF A
 CK4311'BRIDGE.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5
 CK4311'FOOT (15.2 CM) ABOVE THE HIGHWAY, 20.0 FEET (6.1 M) WEST OF THE CENTER
 CK4311'OF THE HIGHWAY, 26.0 FEET (7.9 M) NORTH OF THE NORTHWEST CORNER OF THE
 CK4311'NORTH BRIDGE ABUTMENT AND IN LINE WITH THE WEST CURB, 4.8 FEET (1.5 M)
 CK4311'EAST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL
 CK4311'STATION 27 034.  RECOVERED BY R.W. ROBERTS.
 CK4311
 CK4311                          STATION RECOVERY (2002)
 CK4311
 CK4311'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK4311'RECOVERED IN GOOD CONDITION.
 CK4311
 CK4311                          STATION RECOVERY (2003)
 CK4311
 CK4311'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4311'STATION IS LOCATED 5.05 MILES EAST SOUTHEAST OF RIDGELAND.
 CK4311'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 CK4311'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK4311'JUNCTION OF STATE HIGHWAYS 336 AND 462 IN NEVADUN, 5.0  MILES EAST
 CK4311'SOUTHEAST OF RIDGELAND, GO SOUTH SOUTHWEST ON HIGHWAY 462 FOR 0.45
 CK4311'MILE  TO THE STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF A SMALL
 CK4311'CONCRETE BRIDGE  OVER A CREEK. STATION IS A CONCRETE POST RECESSED 0.1
 CK4311'FOOT AND LEVEL WITH THE HIGHWAY, 18.9 FEET NORTH  OF THE CENTER OF THE
 CK4311'HIGHWAY, 25.5 FEET NORTH OF THE NORTHWEST CORNER OF THE BRIDGE,  15.5
 CK4311'FEET NORTH OF THE NORTHEAST CORNER OF A CURB NEAR THE NORTHWEST CORNER
 CK4311'OF THE  BRIDGE, 53.0 FEET SOUTH SOUTHEAST OF A 2.0-FOOT TWIN TRUNKED
 CK4311'PINE TREE. NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION 27
 CK4311'034. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1967 ***********************************************************************
 AB1967  DESIGNATION -  27 037
 AB1967  PID         -  AB1967
 AB1967  STATE/COUNTY-  SC/JASPER
 AB1967  USGS QUAD   -  BRIGHTON (1978)
 AB1967
 AB1967                         *CURRENT SURVEY CONTROL
 AB1967  ___________________________________________________________________
 AB1967* NAD 83(1986)-  32 34 13.     (N)    081 15 20.     (W)     SCALED    
 AB1967* NAVD 88     -        12.451  (meters)      40.85   (feet)  ADJUSTED  
 AB1967  ___________________________________________________________________
 AB1967  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AB1967  DYNAMIC HT  -          12.437 (meters)      40.80  (feet)  COMP
 AB1967  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 AB1967
 AB1967  VERT ORDER  -  FIRST     CLASS II
 AB1967
 AB1967.The horizontal coordinates were scaled from a topographic map and have
 AB1967.an estimated accuracy of +/- 6 seconds.
 AB1967
 AB1967.The orthometric height was determined by differential leveling
 AB1967.and adjusted by the National Geodetic Survey in September 1998..
 AB1967
 AB1967.The geoid height was determined by GEOID03.
 AB1967
 AB1967.The dynamic height is computed by dividing the NAVD 88
 AB1967.geopotential number by the normal gravity value computed on the
 AB1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1967.degrees latitude (g = 980.6199 gals.).
 AB1967
 AB1967.The modeled gravity was interpolated from observed gravity values.
 AB1967
 AB1967;                    North         East    Units  Estimated Accuracy
 AB1967;SPC SC       -    81,760.      585,600.      MT  (+/- 180 meters Scaled)
 AB1967
 AB1967                          SUPERSEDED SURVEY CONTROL
 AB1967
 AB1967.No superseded survey control is available for this station.
 AB1967
 AB1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS760036(NAD 83)
 AB1967_MARKER: DD = SURVEY DISK
 AB1967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB1967_SP_SET: BRIDGE
 AB1967_STAMPING: 27 037 1995
 AB1967_MARK LOGO: SCGS  
 AB1967_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1967+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1967
 AB1967  HISTORY     - Date     Condition        Report By
 AB1967  HISTORY     - 1995     MONUMENTED       SCGS
 AB1967
 AB1967                          STATION DESCRIPTION
 AB1967
 AB1967'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1967'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTH SOUTHWEST OF GARNETT.
 AB1967'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1967'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1967'JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY) , STATE HIGHWAY 119
 AB1967'(CLIO ROAD) AND STATE ROAD 20 (AUGUSTA STAGECOACH ROAD) IN GARNETT, GO
 AB1967'SOUTH ON HIGHWAY 119 FOR 2.85 MILES (4.59 KM) TO THE STATION ON THE
 AB1967'LEFT IN THE NORTHEAST CORNER OF THE BRIDGE OVER BLACK SWAMP, 1.95
 AB1967'MILES (3.14 KM) NORTH OF THE JUNCTION OF STATE ROAD 119. STATION IS A
 AB1967'DRILL MARK IN THE BRIDGE AND LEVEL WITH THE HIGHWAY, 15.0 FEET (4.6 M)
 AB1967'EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 0.45 FOOT (13.72 CM)
 AB1967'SOUTH OF THE NORTH END OF THE BRIDGE, 1.4 FEET (0.4 M) SOUTHWEST OF A
 AB1967'WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1966 ***********************************************************************
 AB1966  DESIGNATION -  27 038
 AB1966  PID         -  AB1966
 AB1966  STATE/COUNTY-  SC/JASPER
 AB1966  USGS QUAD   -  BRIGHTON (1978)
 AB1966
 AB1966                         *CURRENT SURVEY CONTROL
 AB1966  ___________________________________________________________________
 AB1966* NAD 83(1986)-  32 33 36.     (N)    081 15 27.     (W)     SCALED    
 AB1966* NAVD 88     -        12.477  (meters)      40.94   (feet)  ADJUSTED  
 AB1966  ___________________________________________________________________
 AB1966  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AB1966  DYNAMIC HT  -          12.463 (meters)      40.89  (feet)  COMP
 AB1966  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 AB1966
 AB1966  VERT ORDER  -  FIRST     CLASS II
 AB1966
 AB1966.The horizontal coordinates were scaled from a topographic map and have
 AB1966.an estimated accuracy of +/- 6 seconds.
 AB1966
 AB1966.The orthometric height was determined by differential leveling
 AB1966.and adjusted by the National Geodetic Survey in September 1998..
 AB1966
 AB1966.The geoid height was determined by GEOID03.
 AB1966
 AB1966.The dynamic height is computed by dividing the NAVD 88
 AB1966.geopotential number by the normal gravity value computed on the
 AB1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1966.degrees latitude (g = 980.6199 gals.).
 AB1966
 AB1966.The modeled gravity was interpolated from observed gravity values.
 AB1966
 AB1966;                    North         East    Units  Estimated Accuracy
 AB1966;SPC SC       -    80,620.      585,420.      MT  (+/- 180 meters Scaled)
 AB1966
 AB1966                          SUPERSEDED SURVEY CONTROL
 AB1966
 AB1966.No superseded survey control is available for this station.
 AB1966
 AB1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS758025(NAD 83)
 AB1966_MARKER: DD = SURVEY DISK
 AB1966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB1966_SP_SET: BRIDGE
 AB1966_STAMPING: 27 038 1995
 AB1966_MARK LOGO: SCGS  
 AB1966_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1966+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1966
 AB1966  HISTORY     - Date     Condition        Report By
 AB1966  HISTORY     - 1995     MONUMENTED       SCGS
 AB1966
 AB1966                          STATION DESCRIPTION
 AB1966
 AB1966'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1966'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTH SOUTHWEST OF GARNETT.
 AB1966'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1966'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1966'JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY) , STATE HIGHWAY 119
 AB1966'(CLIO ROAD) AND STATE ROAD 20 (AUGUSTA STAGECOACH ROAD) IN GARNETT, GO
 AB1966'SOUTH ON HIGHWAY 119 FOR 3.55 MILES (5.71 KM) TO THE STATION ON THE
 AB1966'LEFT TO IN THE NORTHEAST CORNER OF A BRIDGE OVER BLACK SWAMP, 1.2
 AB1966'MILES (1.9 KM) NORTH OF THE JUNCTION OF STATE ROAD 119. STATION IS A
 AB1966'DRILL MARK IN THE BRIDGE AND LEVEL WITH THE HIGHWAY, 14.8 FEET (4.5 M)
 AB1966'EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 0.35 FOOT (10.67 CM)
 AB1966'SOUTH SOUTHWEST OF THE NORTH END OF THE BRIDGE, 0.9 FOOT (27.4 CM)
 AB1966'SOUTHWEST OF A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1965 ***********************************************************************
 AB1965  DESIGNATION -  27 039
 AB1965  PID         -  AB1965
 AB1965  STATE/COUNTY-  SC/JASPER
 AB1965  USGS QUAD   -  BRIGHTON (1978)
 AB1965
 AB1965                         *CURRENT SURVEY CONTROL
 AB1965  ___________________________________________________________________
 AB1965* NAD 83(2001)-  32 32 53.22978(N)    081 15 36.02556(W)     ADJUSTED  
 AB1965* NAVD 88     -        11.188  (meters)      36.71   (feet)  ADJUSTED  
 AB1965  ___________________________________________________________________
 AB1965  X           -     817,736.063 (meters)                     COMP
 AB1965  Y           -  -5,319,095.255 (meters)                     COMP
 AB1965  Z           -   3,411,811.788 (meters)                     COMP
 AB1965  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AB1965  ELLIP HEIGHT-         -19.93  (meters)          (03/13/03) GPS OBS
 AB1965  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AB1965  DYNAMIC HT  -          11.176 (meters)      36.67  (feet)  COMP
 AB1965  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 AB1965
 AB1965  HORZ ORDER  -  FIRST
 AB1965  VERT ORDER  -  FIRST     CLASS II
 AB1965  ELLP ORDER  -  FOURTH    CLASS II
 AB1965
 AB1965.The horizontal coordinates were established by GPS observations
 AB1965.and adjusted by the National Geodetic Survey in March 2003..
 AB1965
 AB1965.The orthometric height was determined by differential leveling
 AB1965.and adjusted by the National Geodetic Survey in September 1998..
 AB1965
 AB1965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1965
 AB1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1965
 AB1965.The ellipsoidal height was determined by GPS observations
 AB1965.and is referenced to NAD 83.
 AB1965
 AB1965.The geoid height was determined by GEOID03.
 AB1965
 AB1965.The dynamic height is computed by dividing the NAVD 88
 AB1965.geopotential number by the normal gravity value computed on the
 AB1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1965.degrees latitude (g = 980.6199 gals.).
 AB1965
 AB1965.The modeled gravity was interpolated from observed gravity values.
 AB1965
 AB1965;                    North         East     Units Scale Factor Converg.
 AB1965;SPC SC       -    79,303.729   585,178.826   MT  0.99998340   -0 08 38.9
 AB1965;SPC SC       -   260,182.84  1,919,878.04   iFT  0.99998340   -0 08 38.9
 AB1965;UTM  17      - 3,601,223.028   475,588.128   MT  0.99960735   -0 08 23.6
 AB1965
 AB1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1965!SPC SC       -   1.00000313  x   0.99998340  =   0.99998653
 AB1965!UTM  17      -   1.00000313  x   0.99960735  =   0.99961048
 AB1965
 AB1965                          SUPERSEDED SURVEY CONTROL
 AB1965
 AB1965  NAD 83(1995)-  32 32 53.22895(N)    081 15 36.02517(W) AD(       ) 1
 AB1965  ELLIP H (12/20/99)  -19.90   (m)                       GP(       ) 4 1
 AB1965  NAD 83(1986)-  32 32 53.23988(N)    081 15 36.03196(W) AD(       ) 1
 AB1965  NAVD 88 (08/28/97)   11.19   (m)           36.7    (f) LEVELING    3  
 AB1965
 AB1965.Superseded values are not recommended for survey control.
 AB1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1965.See file dsdata.txt to determine how the superseded data were derived.
 AB1965
 AB1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS7558801223(NAD 83)
 AB1965_MARKER: DD = SURVEY DISK
 AB1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1965_STAMPING: 27 039 1995
 AB1965_MARK LOGO: SCGS  
 AB1965_PROJECTION: FLUSH
 AB1965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1965+STABILITY: SURFACE MOTION
 AB1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1965+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 AB1965
 AB1965  HISTORY     - Date     Condition        Report By
 AB1965  HISTORY     - 1995     MONUMENTED       SCGS
 AB1965  HISTORY     - 19961209 GOOD             SCGS
 AB1965  HISTORY     - 20010911 GOOD             SCGS
 AB1965
 AB1965                          STATION DESCRIPTION
 AB1965
 AB1965'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1965'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTH SOUTHWEST OF GARNETT.
 AB1965'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1965'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1965'JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY) , STATE HIGHWAY 119
 AB1965'(CLIO ROAD) AND STATE ROAD 20 (AUGUSTA STAGECOACH ROAD) IN GARNETT, GO
 AB1965'SOUTH ON HIGHWAY 119 FOR 4.4 MILES (7.1 KM) TO THE STATION NEAR A
 AB1965'POWER POLE IN THE NORTHEAST ANGLE OF A PAVED ROAD RIGHT LEADING TO
 AB1965'STOKES BLUFF LANDING AND A PAVED FOREST ACCESS ROAD AND GATE SAND ROAD
 AB1965'LEFT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FEET
 AB1965'(1.1 M) BELOW THE HIGHWAY, 63.4 FEET (19.3 M) SOUTHEAST OF THE
 AB1965'EXTENDED CENTER OF THE PAVED ROAD LEADING TO STOKES BLUFF LANDING
 AB1965'ROAD, 94.9 FEET (28.9 M) NORTHWEST OF THE NORTH GATE POST OVER THE
 AB1965'SAND ROAD LEFT, 10.0 FEET (3.0 M) NORTH OF THE POWER POLE NUMBER
 AB1965'30/372609 WITH FOUR GUY WIRES, 36.8 FEET (11.2 M) EAST SOUTHEAST OF
 AB1965'THE CENTER OF THE HIGHWAY, 207.9 FEET (63.4 M) NORTH NORTHEAST OF THE
 AB1965'NORTHEAST CORNER OF THE BRIDGE OVER BLACK SWAMP, 2.8 FEET (0.9 M)
 AB1965'NORTHWEST OF A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1965
 AB1965                          STATION RECOVERY (1996)
 AB1965
 AB1965'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB1965'RECOVERED AS DESCRIBED.
 AB1965
 AB1965                          STATION RECOVERY (2001)
 AB1965
 AB1965'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AB1965'STATION IS LOCATED 10.1 MILES SOUTH SOUTHWEST OF FURMAN, 17.0 MILES
 AB1965'WEST NORTHWEST OF  RIDGELAND. OWNERSHIP--SCDOT, DIRECTOR OF
 AB1965'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 AB1965'803-737-1350. TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 AB1965'HIGHWAY 321 (COLUMBIA HIGHWAY) AND  STATE HIGHWAY 119 (CLIO ROAD) IN
 AB1965'GARNETT, 6.0 MILES SOUTHWEST OF FURMAN, GO SOUTH ON  HIGHWAY 119 FOR
 AB1965'4.4 MILES TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A
 AB1965'CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET BELOW THE HIGHWAY,
 AB1965'36.8  FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 5.6 FEET
 AB1965'SOUTHWEST OF THE EXTENDED  CENTER OF STATE ROAD 119, 10.2 FEET NORTH
 AB1965'OF THE POWER POLE NUMBER 30/372609 WITH FOUR  GUY WIRES, 3.0 FEET
 AB1965'NORTHWEST OF A WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1963 ***********************************************************************
 AB1963  DESIGNATION -  27 040
 AB1963  PID         -  AB1963
 AB1963  STATE/COUNTY-  SC/JASPER
 AB1963  USGS QUAD   -  BRIGHTON (1978)
 AB1963
 AB1963                         *CURRENT SURVEY CONTROL
 AB1963  ___________________________________________________________________
 AB1963* NAD 83(1986)-  32 32 30.     (N)    081 15 14.     (W)     SCALED    
 AB1963* NAVD 88     -        12.755  (meters)      41.85   (feet)  ADJUSTED  
 AB1963  ___________________________________________________________________
 AB1963  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AB1963  DYNAMIC HT  -          12.741 (meters)      41.80  (feet)  COMP
 AB1963  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 AB1963
 AB1963  VERT ORDER  -  FIRST     CLASS II
 AB1963
 AB1963.The horizontal coordinates were scaled from a topographic map and have
 AB1963.an estimated accuracy of +/- 6 seconds.
 AB1963
 AB1963.The orthometric height was determined by differential leveling
 AB1963.and adjusted by the National Geodetic Survey in September 1998..
 AB1963
 AB1963.The geoid height was determined by GEOID03.
 AB1963
 AB1963.The dynamic height is computed by dividing the NAVD 88
 AB1963.geopotential number by the normal gravity value computed on the
 AB1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1963.degrees latitude (g = 980.6199 gals.).
 AB1963
 AB1963.The modeled gravity was interpolated from observed gravity values.
 AB1963
 AB1963;                    North         East    Units  Estimated Accuracy
 AB1963;SPC SC       -    78,590.      585,750.      MT  (+/- 180 meters Scaled)
 AB1963
 AB1963                          SUPERSEDED SURVEY CONTROL
 AB1963
 AB1963.No superseded survey control is available for this station.
 AB1963
 AB1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS761005(NAD 83)
 AB1963_MARKER: DD = SURVEY DISK
 AB1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1963_STAMPING: 27 040 1995
 AB1963_MARK LOGO: SCGS  
 AB1963_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1963+STABILITY: SURFACE MOTION
 AB1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1963+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1963
 AB1963  HISTORY     - Date     Condition        Report By
 AB1963  HISTORY     - 1995     MONUMENTED       SCGS
 AB1963
 AB1963                          STATION DESCRIPTION
 AB1963
 AB1963'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1963'STATION IS LOCATED 4.5 MILES (7.2 KM) SOUTH SOUTHWEST OF GARNETT.
 AB1963'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1963'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1963'JUNCTION OF U.S.  HIGHWAY 321, STATE HIGHWAY 119 AND STATE ROAD 20
 AB1963'(AUGUSTA STAGECOACH ROAD) IN GARNETT, GO SOUTH ON HIGHWAY 119 FOR 4.8
 AB1963'MILES (7.7 KM) TO THE JUNCTION OF STATE ROAD 119, TURN LEFT ON ROAD
 AB1963'119 FOR 0.45 MILE (0.72 KM) TO THE STATION NEAR A POWER POLE IN THE
 AB1963'SOUTHWEST ANGLE OF A RAILROAD CROSSING.  STATION IS A CONCRETE POST
 AB1963'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE ROAD, 67.5 FEET
 AB1963'(20.6 M) WEST OF THE WEST RAIL OF THE TRACKS, 28.4 FEET (8.7 M) SOUTH
 AB1963'OF THE CENTER OF THE ROAD, 2.5 FEET (0.8 M) WEST NORTHWEST OF THE
 AB1963'POWER POLE NUMBER 392953 WITH GUY WIRE, 19.6 FEET (6.0 M) WEST OF A
 AB1963'SURVEY STATION TRAX, 23.7 FEET (7.2 M) EAST OF THE CENTER OF A SAND
 AB1963'RAILROAD ACCESS ROAD, 2.1 FEET (0.6 M) WEST OF A WITNESS POST BESIDE
 AB1963'THE POWER POLE.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1971 ***********************************************************************
 AB1971  DESIGNATION -  27 042
 AB1971  PID         -  AB1971
 AB1971  STATE/COUNTY-  SC/JASPER
 AB1971  USGS QUAD   -  PINELAND (1988)
 AB1971
 AB1971                         *CURRENT SURVEY CONTROL
 AB1971  ___________________________________________________________________
 AB1971* NAD 83(1986)-  32 36 01.     (N)    081 13 34.     (W)     SCALED    
 AB1971* NAVD 88     -        21.119  (meters)      69.29   (feet)  ADJUSTED  
 AB1971  ___________________________________________________________________
 AB1971  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 AB1971  DYNAMIC HT  -          21.095 (meters)      69.21  (feet)  COMP
 AB1971  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 AB1971
 AB1971  VERT ORDER  -  FIRST     CLASS II
 AB1971
 AB1971.The horizontal coordinates were scaled from a topographic map and have
 AB1971.an estimated accuracy of +/- 6 seconds.
 AB1971
 AB1971.The orthometric height was determined by differential leveling
 AB1971.and adjusted by the National Geodetic Survey in September 1998..
 AB1971
 AB1971.The geoid height was determined by GEOID03.
 AB1971
 AB1971.The dynamic height is computed by dividing the NAVD 88
 AB1971.geopotential number by the normal gravity value computed on the
 AB1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1971.degrees latitude (g = 980.6199 gals.).
 AB1971
 AB1971.The modeled gravity was interpolated from observed gravity values.
 AB1971
 AB1971;                    North         East    Units  Estimated Accuracy
 AB1971;SPC SC       -    85,080.      588,380.      MT  (+/- 180 meters Scaled)
 AB1971
 AB1971                          SUPERSEDED SURVEY CONTROL
 AB1971
 AB1971.No superseded survey control is available for this station.
 AB1971
 AB1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS787069(NAD 83)
 AB1971_MARKER: DD = SURVEY DISK
 AB1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1971_STAMPING: 27 042 1995
 AB1971_MARK LOGO: SCGS  
 AB1971_PROJECTION: RECESSED 3 CENTIMETERS
 AB1971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1971+STABILITY: SURFACE MOTION
 AB1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1971+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 AB1971
 AB1971  HISTORY     - Date     Condition        Report By
 AB1971  HISTORY     - 1995     MONUMENTED       SCGS
 AB1971  HISTORY     - 20010911 GOOD             SCGS
 AB1971
 AB1971                          STATION DESCRIPTION
 AB1971
 AB1971'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1971'STATION IS LOCATED 1.2 MILES (1.9 KM) EAST SOUTHEAST OF GARNETT.
 AB1971'OWNERSHIP--ROBERTA GOLDWIRE.  TO REACH THE STATION FROM THE JUNCTION
 AB1971'OF U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY) , STATE HIGHWAY 119 (CLIO
 AB1971'ROAD) AND STATE ROAD 20 (AUGUSTA STAGECOACH ROAD) IN GARNETT, GO
 AB1971'SOUTHEAST ON HIGHWAY 321 FOR 1.1 MILES (1.8 KM) TO THE STATION IN THE
 AB1971'NORTHEAST ANGLE OF A SAND DRIVEWAY LEFT LEADING TO A SHINGLE-SIDED
 AB1971'HOUSE AND THE JUNCTION OF STATE ROAD 49 (BLACK SWAMP ROAD) .  STATION
 AB1971'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW
 AB1971'THE HIGHWAY, 50.6 FEET (15.4 M) NORTH NORTHEAST OF THE CENTER OF THE
 AB1971'HIGHWAY, 27.5 FEET (8.4 M) EAST NORTHEAST OF THE SOUTHEAST END OF A
 AB1971'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE SAND DRIVEWAY, 123.2 FEET
 AB1971'(37.6 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A SET OF CONCRETE
 AB1971'STEPS LEADING TO FRONT PORCH OF THE HOUSE, 75.0 FEET (22.9 M) NORTH
 AB1971'NORTHWEST OF THE EXTENDED CENTER OF ROAD 49.  DESCRIBED BY R.W.
 AB1971'ROBERTS.
 AB1971
 AB1971                          STATION RECOVERY (2001)
 AB1971
 AB1971'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AB1971'STATION IS LOCATED 6.0 MILES SOUTH SOUTHWEST OF FURMAN, 16.6 MILES
 AB1971'WEST NORTHWEST  OF RIDGELAND. OWNERSHIP--ROBERTA GOLDWIRE, 9615
 AB1971'COLUMBIA HIGHWAY, GARNETT, SC 29922. TO REACH THE STATION FROM THE
 AB1971'FORK JUNCTION OF U.S. HIGHWAY 321 (COLUMBIA HIGHWAY) AND  STATE
 AB1971'HIGHWAY 119 (CLIO ROAD) IN GARNETT, 6.0 MILES SOUTHWEST OF FURMAN, GO
 AB1971'SOUTHEAST  ON HIGHWAY 321 FOR 1.15 MILES TO THE STATION ON THE LEFT IN
 AB1971'THE FRONT YARD OF A TILE HOUSE  NUMBER 9615. STATION IS A CONCRETE
 AB1971'POST RECESSED 0.1 FOOT AND LEVEL WITH THE HIGHWAY, 50.4 FEET  NORTH
 AB1971'NORTHEAST OF THE CENTER OF THE HIGHWAY, 27.2 FEET EAST NORTHEAST OF
 AB1971'THE  SOUTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE
 AB1971'DRIVEWAY TO THE  HOUSE, 133.2 FEET SOUTH SOUTHWEST OF THE WEST CORNER
 AB1971'OF THE HOUSE, 85.5 FEET  NORTH NORTHEAST OF A SURVEY STATION JAS TON.
 AB1971'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1972 ***********************************************************************
 AB1972  DESIGNATION -  27 043
 AB1972  PID         -  AB1972
 AB1972  STATE/COUNTY-  SC/JASPER
 AB1972  USGS QUAD   -  PINELAND (1988)
 AB1972
 AB1972                         *CURRENT SURVEY CONTROL
 AB1972  ___________________________________________________________________
 AB1972* NAD 83(1986)-  32 35 32.     (N)    081 12 28.     (W)     SCALED    
 AB1972* NAVD 88     -        21.088  (meters)      69.19   (feet)  ADJUSTED  
 AB1972  ___________________________________________________________________
 AB1972  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 AB1972  DYNAMIC HT  -          21.064 (meters)      69.11  (feet)  COMP
 AB1972  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 AB1972
 AB1972  VERT ORDER  -  FIRST     CLASS II
 AB1972
 AB1972.The horizontal coordinates were scaled from a topographic map and have
 AB1972.an estimated accuracy of +/- 6 seconds.
 AB1972
 AB1972.The orthometric height was determined by differential leveling
 AB1972.and adjusted by the National Geodetic Survey in September 1998..
 AB1972
 AB1972.The geoid height was determined by GEOID03.
 AB1972
 AB1972.The dynamic height is computed by dividing the NAVD 88
 AB1972.geopotential number by the normal gravity value computed on the
 AB1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1972.degrees latitude (g = 980.6199 gals.).
 AB1972
 AB1972.The modeled gravity was interpolated from observed gravity values.
 AB1972
 AB1972;                    North         East    Units  Estimated Accuracy
 AB1972;SPC SC       -    84,180.      590,090.      MT  (+/- 180 meters Scaled)
 AB1972
 AB1972                          SUPERSEDED SURVEY CONTROL
 AB1972
 AB1972.No superseded survey control is available for this station.
 AB1972
 AB1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS805061(NAD 83)
 AB1972_MARKER: DD = SURVEY DISK
 AB1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1972_STAMPING: 27 043 1995
 AB1972_MARK LOGO: SCGS  
 AB1972_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1972+STABILITY: SURFACE MOTION
 AB1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1972+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1972
 AB1972  HISTORY     - Date     Condition        Report By
 AB1972  HISTORY     - 1995     MONUMENTED       SCGS
 AB1972
 AB1972                          STATION DESCRIPTION
 AB1972
 AB1972'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1972'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTHEAST OF GARNETT.
 AB1972'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1972'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1972'JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY) AND STATE HIGHWAY 462
 AB1972'IN ROBERTVILLE, GO NORTHWEST ON HIGHWAY 321 FOR 0.65 MILE (1.05 KM) TO
 AB1972'THE STATION ON THE LEFT NEAR A POWER POLE AT A WIRE FENCE LINE AND THE
 AB1972'JUNCTION OF STATE ROAD 50 JUST AHEAD.  STATION IS A CONCRETE POST
 AB1972'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 9.0 FEET (2.7 M)
 AB1972'NORTH NORTHEAST OF THE WIRE FENCE LINE, 42.0 FEET (12.8 M) SOUTH
 AB1972'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 127.8 FEET (39.0 M) SOUTH
 AB1972'SOUTHEAST OF THE EXTENDED CENTER OF ROAD 50, 8.0 FEET (2.4 M) NORTH OF
 AB1972'THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED AND A GUY WIRE,
 AB1972'111.1 FEET (33.9 M) EAST SOUTHEAST OF THE CENTER OF A SAND DRIVE
 AB1972'LEADING TO A FIELD AND REMAINS OF AN OLD HOUSE, 7.6 FEET (2.3 M) NORTH
 AB1972'OF A WITNESS POST BESIDE THE POWER POLE.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1974 ***********************************************************************
 AB1974  DESIGNATION -  27 044
 AB1974  PID         -  AB1974
 AB1974  STATE/COUNTY-  SC/JASPER
 AB1974  USGS QUAD   -  PINELAND (1988)
 AB1974
 AB1974                         *CURRENT SURVEY CONTROL
 AB1974  ___________________________________________________________________
 AB1974* NAD 83(1986)-  32 35 10.     (N)    081 11 50.     (W)     SCALED    
 AB1974* NAVD 88     -        21.270  (meters)      69.78   (feet)  ADJUSTED  
 AB1974  ___________________________________________________________________
 AB1974  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AB1974  DYNAMIC HT  -          21.246 (meters)      69.70  (feet)  COMP
 AB1974  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 AB1974
 AB1974  VERT ORDER  -  FIRST     CLASS II
 AB1974
 AB1974.The horizontal coordinates were scaled from a topographic map and have
 AB1974.an estimated accuracy of +/- 6 seconds.
 AB1974
 AB1974.The orthometric height was determined by differential leveling
 AB1974.and adjusted by the National Geodetic Survey in September 1998..
 AB1974
 AB1974.The geoid height was determined by GEOID03.
 AB1974
 AB1974.The dynamic height is computed by dividing the NAVD 88
 AB1974.geopotential number by the normal gravity value computed on the
 AB1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1974.degrees latitude (g = 980.6199 gals.).
 AB1974
 AB1974.The modeled gravity was interpolated from observed gravity values.
 AB1974
 AB1974;                    North         East    Units  Estimated Accuracy
 AB1974;SPC SC       -    83,500.      591,080.      MT  (+/- 180 meters Scaled)
 AB1974
 AB1974                          SUPERSEDED SURVEY CONTROL
 AB1974
 AB1974.No superseded survey control is available for this station.
 AB1974
 AB1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS814054(NAD 83)
 AB1974_MARKER: DD = SURVEY DISK
 AB1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1974_STAMPING: 27 044 1995
 AB1974_MARK LOGO: SCGS  
 AB1974_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1974+STABILITY: SURFACE MOTION
 AB1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1974+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1974
 AB1974  HISTORY     - Date     Condition        Report By
 AB1974  HISTORY     - 1995     MONUMENTED       SCGS
 AB1974
 AB1974                          STATION DESCRIPTION
 AB1974
 AB1974'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1974'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTHEAST OF GARNETT, IN THE
 AB1974'COMMUNITY OF ROBERTVILLE.  OWNERSHIP--MARGARET POWELL, ROUTE 1, BOX
 AB1974'17A, GARNETT, SC 29922.  TO REACH THE STATION FROM THE JUNCTION OF
 AB1974'U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY) AND STATE HIGHWAY 462 IN
 AB1974'ROBERTVILLE, GO SOUTHEAST ON HIGHWAY 321 FOR 0.05 MILE (0.08 KM) TO A
 AB1974'SAND ROAD LEFT, TURN LEFT ON THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO
 AB1974'THE STATION ON THE RIGHT NEAR A SECURITY LIGHT POLE IN THE SIDE YARD
 AB1974'OF A TWO-STORY VINYL-SIDED HOUSE.  STATION IS A CONCRETE POST FLUSH
 AB1974'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE SAND ROAD, 92.8 FEET
 AB1974'(28.3 M) EAST OF THE CENTER OF THE SAND ROAD, 1.7 FEET (0.5 M) WEST
 AB1974'NORTHWEST OF THE SECURITY LIGHT POLE, 46.5 FEET (14.2 M) NORTH OF THE
 AB1974'NORTHEAST CORNER OF THE MAIN PART OF THE HOUSE (NORTH WING) , 55.2
 AB1974'FEET (16.8 M) NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE MAIN PART
 AB1974'OF THE HOUSE.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1975 ***********************************************************************
 AB1975  DESIGNATION -  27 045
 AB1975  PID         -  AB1975
 AB1975  STATE/COUNTY-  SC/JASPER
 AB1975  USGS QUAD   -  PINELAND (1988)
 AB1975
 AB1975                         *CURRENT SURVEY CONTROL
 AB1975  ___________________________________________________________________
 AB1975* NAD 83(1986)-  32 35 19.     (N)    081 11 27.     (W)     SCALED    
 AB1975* NAVD 88     -        18.096  (meters)      59.37   (feet)  ADJUSTED  
 AB1975  ___________________________________________________________________
 AB1975  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AB1975  DYNAMIC HT  -          18.075 (meters)      59.30  (feet)  COMP
 AB1975  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 AB1975
 AB1975  VERT ORDER  -  FIRST     CLASS II
 AB1975
 AB1975.The horizontal coordinates were scaled from a topographic map and have
 AB1975.an estimated accuracy of +/- 6 seconds.
 AB1975
 AB1975.The orthometric height was determined by differential leveling
 AB1975.and adjusted by the National Geodetic Survey in September 1998..
 AB1975
 AB1975.The geoid height was determined by GEOID03.
 AB1975
 AB1975.The dynamic height is computed by dividing the NAVD 88
 AB1975.geopotential number by the normal gravity value computed on the
 AB1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1975.degrees latitude (g = 980.6199 gals.).
 AB1975
 AB1975.The modeled gravity was interpolated from observed gravity values.
 AB1975
 AB1975;                    North         East    Units  Estimated Accuracy
 AB1975;SPC SC       -    83,780.      591,680.      MT  (+/- 180 meters Scaled)
 AB1975
 AB1975                          SUPERSEDED SURVEY CONTROL
 AB1975
 AB1975.No superseded survey control is available for this station.
 AB1975
 AB1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS820056(NAD 83)
 AB1975_MARKER: DD = SURVEY DISK
 AB1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1975_STAMPING: 27 045 1995
 AB1975_MARK LOGO: SCGS  
 AB1975_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1975+STABILITY: SURFACE MOTION
 AB1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1975+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1975
 AB1975  HISTORY     - Date     Condition        Report By
 AB1975  HISTORY     - 1995     MONUMENTED       SCGS
 AB1975
 AB1975                          STATION DESCRIPTION
 AB1975
 AB1975'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1975'STATION IS LOCATED 3.5 MILES (5.6 KM) SOUTHEAST OF GARNETT.
 AB1975'OWNERSHIP--ROSINA WRIGHT, ROUTE 1, BOX 17C, GARNETT, SC 29922.  TO
 AB1975'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA
 AB1975'HIGHWAY) AND STATE HIGHWAY 462 IN ROBERTVILLE, GO EAST NORTHEAST ON
 AB1975'HIGHWAY 462 FOR 0.5 MILE (0.8 KM) TO THE STATION NEAR A POWER POLE IN
 AB1975'THE FRONT YARD OF A WOOD-SIDED HOUSE IN THE WEST ANGLE OF A SAND ROAD
 AB1975'LEFT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET
 AB1975'(0.5 M) ABOVE THE HIGHWAY, 34.9 FEET (10.6 M) EAST SOUTHEAST OF THE
 AB1975'EAST CORNER OF A SET OF CINDERBLOCK STEPS LEADING TO THE FRONT PORCH
 AB1975'OF THE HOUSE, 44.1 FEET (13.4 M) SOUTHWEST OF THE CENTER OF THE SAND
 AB1975'ROAD, 50.9 FEET (15.5 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.5
 AB1975'FEET (1.4 M) SOUTH SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE
 AB1975'WASHER ATTACHED.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1976 ***********************************************************************
 AB1976  DESIGNATION -  27 046
 AB1976  PID         -  AB1976
 AB1976  STATE/COUNTY-  SC/JASPER
 AB1976  USGS QUAD   -  PINELAND (1988)
 AB1976
 AB1976                         *CURRENT SURVEY CONTROL
 AB1976  ___________________________________________________________________
 AB1976* NAD 83(1986)-  32 35 46.     (N)    081 10 51.     (W)     SCALED    
 AB1976* NAVD 88     -        20.877  (meters)      68.49   (feet)  ADJUSTED  
 AB1976  ___________________________________________________________________
 AB1976  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 AB1976  DYNAMIC HT  -          20.853 (meters)      68.42  (feet)  COMP
 AB1976  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 AB1976
 AB1976  VERT ORDER  -  FIRST     CLASS II
 AB1976
 AB1976.The horizontal coordinates were scaled from a topographic map and have
 AB1976.an estimated accuracy of +/- 6 seconds.
 AB1976
 AB1976.The orthometric height was determined by differential leveling
 AB1976.and adjusted by the National Geodetic Survey in September 1998..
 AB1976
 AB1976.The geoid height was determined by GEOID03.
 AB1976
 AB1976.The dynamic height is computed by dividing the NAVD 88
 AB1976.geopotential number by the normal gravity value computed on the
 AB1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1976.degrees latitude (g = 980.6199 gals.).
 AB1976
 AB1976.The modeled gravity was interpolated from observed gravity values.
 AB1976
 AB1976;                    North         East    Units  Estimated Accuracy
 AB1976;SPC SC       -    84,610.      592,630.      MT  (+/- 180 meters Scaled)
 AB1976
 AB1976                          SUPERSEDED SURVEY CONTROL
 AB1976
 AB1976.No superseded survey control is available for this station.
 AB1976
 AB1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS830065(NAD 83)
 AB1976_MARKER: DD = SURVEY DISK
 AB1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1976_STAMPING: 27 046 1995
 AB1976_MARK LOGO: SCGS  
 AB1976_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1976+STABILITY: SURFACE MOTION
 AB1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1976+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1976
 AB1976  HISTORY     - Date     Condition        Report By
 AB1976  HISTORY     - 1995     MONUMENTED       SCGS
 AB1976
 AB1976                          STATION DESCRIPTION
 AB1976
 AB1976'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1976'STATION IS LOCATED 3.9 MILES (6.3 KM) EAST SOUTHEAST OF GARNETT.
 AB1976'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1976'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1976'JUNCTION OF U.S.  HIGHWAY 601 AND STATE HIGHWAY 462 IN PINELAND, GO
 AB1976'WEST SOUTHWEST ON HIGHWAY 462 FOR 1.3 MILES (2.1 KM) TO THE STATION
 AB1976'NEAR A POWER POLE IN THE EAST SOUTHEAST ANGLE OF A FOREST ACCESS ROAD
 AB1976'LEFT, 0.3 MILE (0.5 KM) NORTHEAST OF THE JUNCTION OF STATE ROAD 29
 AB1976'(TYE BRANCH ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1976'AND 2.5 FEET (0.8 M) ABOVE THE HIGHWAY, 28.3 FEET (8.6 M) SOUTH
 AB1976'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 88.8 FEET (27.1 M) EAST
 AB1976'SOUTHEAST OF A TELEPHONE JUNCTION BOX RP/352/8 ACROSS THE HIGHWAY, 4.0
 AB1976'FEET (1.2 M) WEST SOUTHWEST OF THE POWER POLE WITH GUY WIRE, 4.0 FEET
 AB1976'(1.2 M) SOUTHWEST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9222 ***********************************************************************
 AE9222  DESIGNATION -  27 047
 AE9222  PID         -  AE9222
 AE9222  STATE/COUNTY-  SC/JASPER
 AE9222  USGS QUAD   -  COOSAWHATCHIE (1988)
 AE9222
 AE9222                         *CURRENT SURVEY CONTROL
 AE9222  ___________________________________________________________________
 AE9222* NAD 83(1986)-  32 37 07.     (N)    080 59 44.     (W)     SCALED    
 AE9222* NAVD 88     -        18.558  (meters)      60.89   (feet)  ADJUSTED  
 AE9222  ___________________________________________________________________
 AE9222  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 AE9222  DYNAMIC HT  -          18.537 (meters)      60.82  (feet)  COMP
 AE9222  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 AE9222
 AE9222  VERT ORDER  -  FIRST     CLASS II
 AE9222
 AE9222.The horizontal coordinates were scaled from a topographic map and have
 AE9222.an estimated accuracy of +/- 6 seconds.
 AE9222
 AE9222.The orthometric height was determined by differential leveling
 AE9222.and adjusted by the National Geodetic Survey in February 1999..
 AE9222
 AE9222.The geoid height was determined by GEOID03.
 AE9222
 AE9222.The dynamic height is computed by dividing the NAVD 88
 AE9222.geopotential number by the normal gravity value computed on the
 AE9222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9222.degrees latitude (g = 980.6199 gals.).
 AE9222
 AE9222.The modeled gravity was interpolated from observed gravity values.
 AE9222
 AE9222;                    North         East    Units  Estimated Accuracy
 AE9222;SPC SC       -    87,090.      610,020.      MT  (+/- 180 meters Scaled)
 AE9222
 AE9222                          SUPERSEDED SURVEY CONTROL
 AE9222
 AE9222.No superseded survey control is available for this station.
 AE9222
 AE9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS004090(NAD 83)
 AE9222_MARKER: DD = SURVEY DISK
 AE9222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9222_STAMPING: 27 047 1997
 AE9222_MARK LOGO: SCGS  
 AE9222_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE9222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9222+STABILITY: SURFACE MOTION
 AE9222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9222+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9222
 AE9222  HISTORY     - Date     Condition        Report By
 AE9222  HISTORY     - 1997     MONUMENTED       SCGS
 AE9222
 AE9222                          STATION DESCRIPTION
 AE9222
 AE9222'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE9222'STATION IS LOCATED 9.5 MILES (15.3 KM) NORTH OF RIDGELAND, 4.05 MILES
 AE9222'(6.52 KM) SOUTHEAST OF GRAYS.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF
 AE9222'NATURAL RESOURCES, WATER RESOURCES DIVISION, 1201 MAIN STREET, SUITE
 AE9222'1100, COLUMBIA, SC 29201, PHONE 803-737-0800.  TO REACH THE STATION
 AE9222'FROM THE NORTH JUNCTION OF U.S. HIGHWAY 278 AND STATE HIGHWAY 462, 5.3
 AE9222'MILES (8.5 KM) SOUTH SOUTHEAST OF GRAYS, GO NORTH ON HIGHWAY 278 FOR
 AE9222'0.8 MILE (1.3 KM) TO THE JUNCTION OF STATE ROAD 53, TURN RIGHT ON ROAD
 AE9222'53 FOR 0.05 MILE (0.08 KM) TO THE ENTRANCE FOR A WELL SITE, TURN RIGHT
 AE9222'TO THE STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF THE FENCE
 AE9222'SURROUNDING THE WELL SITE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AE9222'GROUND AND 3.0 FEET (0.9 M) ABOVE THE SAND ROAD, 38.0 FEET (11.6 M)
 AE9222'NORTH OF THE NORTHERN MOST GATE POST LEADING TO THE WELLS, 45.0 FEET
 AE9222'(13.7 M) SOUTH SOUTHWEST OF THE CENTER OF ROAD 53, 48.5 FEET (14.8 M)
 AE9222'EAST NORTHEAST OF WELL JAS 426, 15.0 FEET (4.6 M) SOUTH OF THE
 AE9222'NORTHEAST CORNER OF THE FENCE, 2.5 FEET (0.8 M) WEST OF THE FENCE
 AE9222'LINE, 1.5 FEET (0.5 M) WEST OF A WITNESS POST. DESCRIBED BY L.A.
 AE9222'OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9220 ***********************************************************************
 AE9220  DESIGNATION -  27 048
 AE9220  PID         -  AE9220
 AE9220  STATE/COUNTY-  SC/JASPER
 AE9220  USGS QUAD   -  CALFPEN BAY (1988)
 AE9220
 AE9220                         *CURRENT SURVEY CONTROL
 AE9220  ___________________________________________________________________
 AE9220* NAD 83(1986)-  32 36 31.     (N)    081 00 02.     (W)     SCALED    
 AE9220* NAVD 88     -        21.393  (meters)      70.19   (feet)  ADJUSTED  
 AE9220  ___________________________________________________________________
 AE9220  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 AE9220  DYNAMIC HT  -          21.369 (meters)      70.11  (feet)  COMP
 AE9220  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 AE9220
 AE9220  VERT ORDER  -  FIRST     CLASS II
 AE9220
 AE9220.The horizontal coordinates were scaled from a topographic map and have
 AE9220.an estimated accuracy of +/- 6 seconds.
 AE9220
 AE9220.The orthometric height was determined by differential leveling
 AE9220.and adjusted by the National Geodetic Survey in February 1999..
 AE9220
 AE9220.The geoid height was determined by GEOID03.
 AE9220
 AE9220.The dynamic height is computed by dividing the NAVD 88
 AE9220.geopotential number by the normal gravity value computed on the
 AE9220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9220.degrees latitude (g = 980.6199 gals.).
 AE9220
 AE9220.The modeled gravity was interpolated from observed gravity values.
 AE9220
 AE9220;                    North         East    Units  Estimated Accuracy
 AE9220;SPC SC       -    85,980.      609,550.      MT  (+/- 180 meters Scaled)
 AE9220
 AE9220                          SUPERSEDED SURVEY CONTROL
 AE9220
 AE9220.No superseded survey control is available for this station.
 AE9220
 AE9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS999078(NAD 83)
 AE9220_MARKER: DD = SURVEY DISK
 AE9220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9220_STAMPING: 27 048 1996
 AE9220_MARK LOGO: SCGS  
 AE9220_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE9220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9220+STABILITY: SURFACE MOTION
 AE9220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9220+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9220
 AE9220  HISTORY     - Date     Condition        Report By
 AE9220  HISTORY     - 1996     MONUMENTED       SCGS
 AE9220
 AE9220                          STATION DESCRIPTION
 AE9220
 AE9220'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE9220'STATION IS LOCATED 8.85 MILES (14.24 KM) NORTH NORTHWEST OF RIDGELAND,
 AE9220'4.6 MILES (7.4 KM) SOUTH SOUTHEAST OF GRAYS.  OWNERSHIP--SCDOT,
 AE9220'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AE9220'803-737-1350. TO REACH THE STATION FROM THE NORTH JUNCTION OF U.S.
 AE9220'HIGHWAY 278 AND STATE HIGHWAY 462, 5.3 MILES (8.5 KM) SOUTH SOUTHEAST
 AE9220'OF GRAYS, GO WEST ON HIGHWAY 462 FOR 0.05 MILE (0.08 KM) TO THE
 AE9220'STATION ON THE RIGHT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 AE9220'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 47.0 FEET (14.3 M)
 AE9220'NORTH OF THE CENTER OF THE HIGHWAY, 12.9 FEET (3.9 M) NORTH NORTHEAST
 AE9220'OF THE POWER POLE NUMBER 327385 WITH GUY WIRE, 123.6 FEET (37.7 M)
 AE9220'WEST OF A TELEPHONE JUNCTION BOX RP1602/53, 165.0 FEET (50.3 M) WEST
 AE9220'OF THE CENTER OF HIGHWAY 278, 14.5 FEET (4.4 M) NORTH OF THE NORTH
 AE9220'EDGE OF THE CURB, 13.4 FEET (4.1 M) NORTH NORTHEAST OF A WITNESS POST
 AE9220'BESIDE POWER POLE. DESCRIBED BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9221 ***********************************************************************
 AE9221  DESIGNATION -  27 049
 AE9221  PID         -  AE9221
 AE9221  STATE/COUNTY-  SC/JASPER
 AE9221  USGS QUAD   -  CALFPEN BAY (1988)
 AE9221
 AE9221                         *CURRENT SURVEY CONTROL
 AE9221  ___________________________________________________________________
 AE9221* NAD 83(1986)-  32 36 31.     (N)    081 01 08.     (W)     SCALED    
 AE9221* NAVD 88     -        19.995  (meters)      65.60   (feet)  ADJUSTED  
 AE9221  ___________________________________________________________________
 AE9221  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AE9221  DYNAMIC HT  -          19.973 (meters)      65.53  (feet)  COMP
 AE9221  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 AE9221
 AE9221  VERT ORDER  -  FIRST     CLASS II
 AE9221
 AE9221.The horizontal coordinates were scaled from a topographic map and have
 AE9221.an estimated accuracy of +/- 6 seconds.
 AE9221
 AE9221.The orthometric height was determined by differential leveling
 AE9221.and adjusted by the National Geodetic Survey in February 1999..
 AE9221
 AE9221.The geoid height was determined by GEOID03.
 AE9221
 AE9221.The dynamic height is computed by dividing the NAVD 88
 AE9221.geopotential number by the normal gravity value computed on the
 AE9221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9221.degrees latitude (g = 980.6199 gals.).
 AE9221
 AE9221.The modeled gravity was interpolated from observed gravity values.
 AE9221
 AE9221;                    North         East    Units  Estimated Accuracy
 AE9221;SPC SC       -    85,980.      607,830.      MT  (+/- 180 meters Scaled)
 AE9221
 AE9221                          SUPERSEDED SURVEY CONTROL
 AE9221
 AE9221.No superseded survey control is available for this station.
 AE9221
 AE9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS982078(NAD 83)
 AE9221_MARKER: DD = SURVEY DISK
 AE9221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9221_STAMPING: 27 049 1996
 AE9221_MARK LOGO: SCGS  
 AE9221_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE9221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9221+STABILITY: SURFACE MOTION
 AE9221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9221+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9221
 AE9221  HISTORY     - Date     Condition        Report By
 AE9221  HISTORY     - 1996     MONUMENTED       SCGS
 AE9221
 AE9221                          STATION DESCRIPTION
 AE9221
 AE9221'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE9221'STATION IS LOCATED 9.05 MILES (14.56 KM) NORTH NORTHWEST OF RIDGELAND,
 AE9221'4.45 MILES (7.16 KM) SOUTH OF GRAYS.  OWNERSHIP--DAN SMITH, ROUTE 2,
 AE9221'BOX 557, RIDGELAND, SC BLANK, PHONE 803-726-3208.  TO REACH THE STATON
 AE9221'FROM THE NORTH JUNCTION OF U.S. HIGHWAY 278 AND STATE HIGHWAY 462, 5.3
 AE9221'MILES (8.5 KM) SOUTH SOUTHEAST OF GRAYS, GO WEST ON HIGHWAY 462 FOR
 AE9221'1.2 MILES (1.9 KM) TO THE STATION ON THE RIGHT BETWEEN THE MOUNT
 AE9221'CALVARY CHURCH OF PENTECOSTAL FAITH AND A ONE AND HALF STORY BRICK AND
 AE9221'WOOD-SIDED HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AE9221'AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY, 23.6 FEET (7.2 M) SOUTH
 AE9221'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 114.5 FEET (34.9 M)
 AE9221'NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 32.0 FEET (9.8 M)
 AE9221'SOUTHWEST OF A GAS TANK, 91.5 FEET (27.9 M) NORTHWEST OF THE WEST
 AE9221'CORNER OF THE CHURCH, 99.0 FEET (30.2 M) WEST NORTHWEST OF A SECURITY
 AE9221'LIGHT POLE, 22.7 FEET (6.9 M) WEST NORTHWEST OF THE WEST EDGE OF A
 AE9221'CONCRETE/PAVED PARKING LOT. DESCRIBED BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9219 ***********************************************************************
 AE9219  DESIGNATION -  27 050
 AE9219  PID         -  AE9219
 AE9219  STATE/COUNTY-  SC/JASPER
 AE9219  USGS QUAD   -  COOSAWHATCHIE (1988)
 AE9219
 AE9219                         *CURRENT SURVEY CONTROL
 AE9219  ___________________________________________________________________
 AE9219* NAD 83(1986)-  32 35 51.     (N)    080 59 35.     (W)     SCALED    
 AE9219* NAVD 88     -        26.128  (meters)      85.72   (feet)  ADJUSTED  
 AE9219  ___________________________________________________________________
 AE9219  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 AE9219  DYNAMIC HT  -          26.098 (meters)      85.62  (feet)  COMP
 AE9219  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 AE9219
 AE9219  VERT ORDER  -  FIRST     CLASS II
 AE9219
 AE9219.The horizontal coordinates were scaled from a topographic map and have
 AE9219.an estimated accuracy of +/- 6 seconds.
 AE9219
 AE9219.The orthometric height was determined by differential leveling
 AE9219.and adjusted by the National Geodetic Survey in February 1999..
 AE9219
 AE9219.The geoid height was determined by GEOID03.
 AE9219
 AE9219.The dynamic height is computed by dividing the NAVD 88
 AE9219.geopotential number by the normal gravity value computed on the
 AE9219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9219.degrees latitude (g = 980.6199 gals.).
 AE9219
 AE9219.The modeled gravity was interpolated from observed gravity values.
 AE9219
 AE9219;                    North         East    Units  Estimated Accuracy
 AE9219;SPC SC       -    84,750.      610,250.      MT  (+/- 180 meters Scaled)
 AE9219
 AE9219                          SUPERSEDED SURVEY CONTROL
 AE9219
 AE9219.No superseded survey control is available for this station.
 AE9219
 AE9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS006066(NAD 83)
 AE9219_MARKER: DD = SURVEY DISK
 AE9219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9219_STAMPING: 27 050 1996
 AE9219_MARK LOGO: SCGS  
 AE9219_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE9219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9219+STABILITY: SURFACE MOTION
 AE9219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9219+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9219
 AE9219  HISTORY     - Date     Condition        Report By
 AE9219  HISTORY     - 1996     MONUMENTED       SCGS
 AE9219
 AE9219                          STATION DESCRIPTION
 AE9219
 AE9219'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE9219'STATION IS LOCATED 5.45 MILES (8.77 KM) SOUTH SOUTHEAST OF GRAYS, 8.1
 AE9219'MILES (13.0 KM) NORTH OF RIDGELAND. OWNERSHIP--W.M. POWELL, 305
 AE9219'RUSSELL STREET, P.O. BOX 299, RIDGELAND, SC 29936, PHONE 803-726-7780
 AE9219'AT WORK AND 803-726-5531 AT THE STORE.  TO REACH THE STATION FROM THE
 AE9219'SOUTH JUNCTION OF U.S. HIGHWAY 278 AND STATE HIGHWAY 462, 8.2 MILES
 AE9219'(13.2 KM) NORTH OF RIDGELAND, GO SOUTH ON HIGHWAY 278 FOR 0.05 MILE
 AE9219'(0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE AT THE
 AE9219'GILLISONVILLE GENERAL STORE.  STATION IS FLUSH WITH THE GROUND AND 0.5
 AE9219'FOOT (15.2 CM) BELOW THE HIGHWAY, 57.9 FEET (17.6 M) WEST NORTHWEST OF
 AE9219'THE CENTER OF THE HIGHWAY, 62.9 FEET (19.2 M) EAST OF THE EAST CORNER
 AE9219'OF THE ALUMINUM-SIDED BUILDING, 126.0 FEET (38.4 M) SOUTH SOUTHWEST OF
 AE9219'A CONCRETE RIGHT OF WAY MARKER, 37.3 FEET (11.4 M) NORTH NORTHWEST OF
 AE9219'THE BLANK END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE ENTRANCE
 AE9219'TO THE STORE, 125.4 FEET (38.2 M) SOUTHEAST OF THE SOUTH CORNER OF A
 AE9219'WHITE BRICK HOUSE, 35.1 FEET (10.7 M) SOUTHEAST OF A WITNESS POST
 AE9219'BESIDE THE POWER POLE NUMBER 218795 WITH TWO TRANSFORMERS AND TWO GUY
 AE9219'WIRES. DESCRIBED BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9218 ***********************************************************************
 AE9218  DESIGNATION -  27 051
 AE9218  PID         -  AE9218
 AE9218  STATE/COUNTY-  SC/JASPER
 AE9218  USGS QUAD   -  COOSAWHATCHIE (1988)
 AE9218
 AE9218                         *CURRENT SURVEY CONTROL
 AE9218  ___________________________________________________________________
 AE9218* NAD 83(1986)-  32 35 40.     (N)    080 59 01.     (W)     SCALED    
 AE9218* NAVD 88     -        21.832  (meters)      71.63   (feet)  ADJUSTED  
 AE9218  ___________________________________________________________________
 AE9218  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AE9218  DYNAMIC HT  -          21.807 (meters)      71.55  (feet)  COMP
 AE9218  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 AE9218
 AE9218  VERT ORDER  -  FIRST     CLASS II
 AE9218
 AE9218.The horizontal coordinates were scaled from a topographic map and have
 AE9218.an estimated accuracy of +/- 6 seconds.
 AE9218
 AE9218.The orthometric height was determined by differential leveling
 AE9218.and adjusted by the National Geodetic Survey in February 1999..
 AE9218
 AE9218.The geoid height was determined by GEOID03.
 AE9218
 AE9218.The dynamic height is computed by dividing the NAVD 88
 AE9218.geopotential number by the normal gravity value computed on the
 AE9218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9218.degrees latitude (g = 980.6199 gals.).
 AE9218
 AE9218.The modeled gravity was interpolated from observed gravity values.
 AE9218
 AE9218;                    North         East    Units  Estimated Accuracy
 AE9218;SPC SC       -    84,410.      611,140.      MT  (+/- 180 meters Scaled)
 AE9218
 AE9218                          SUPERSEDED SURVEY CONTROL
 AE9218
 AE9218.No superseded survey control is available for this station.
 AE9218
 AE9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS015063(NAD 83)
 AE9218_MARKER: DD = SURVEY DISK
 AE9218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9218_STAMPING: 27 051 1996
 AE9218_MARK LOGO: SCGS  
 AE9218_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE9218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9218+STABILITY: SURFACE MOTION
 AE9218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9218+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9218
 AE9218  HISTORY     - Date     Condition        Report By
 AE9218  HISTORY     - 1996     MONUMENTED       SCGS
 AE9218
 AE9218                          STATION DESCRIPTION
 AE9218
 AE9218'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE9218'STATION IS LOCATED 5.8 MILES (9.3 KM) SOUTH SOUTHEAST OF GRAYS, 7.85
 AE9218'MILES (12.63 KM) NORTH OF RIDGELAND.  OWNERSHIP--SOUTH CAROLINA
 AE9218'ELECTRIC AND GAS.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF
 AE9218'U.S. HIGHWAY 278 AND STATE HIGHWAY 462, 5.3 MILES (8.5 KM) SOUTH
 AE9218'SOUTHEAST OF GRAYS, GO EAST SOUTHEAST ON HIGHWAY 462 FOR 0.6 MILE (1.0
 AE9218'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE FOR A MAJOR POWER
 AE9218'LINE CROSSING.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AE9218'LEVEL WITH THE HIGHWAY, 60.5 FEET (18.4 M) SOUTH SOUTHWEST OF THE
 AE9218'CENTER OF THE HIGHWAY, 42.4 FEET (12.9 M) SOUTH OF A POWER POLE WITH
 AE9218'GUY WIRE, 5.6 FEET (1.7 M) EAST OF THE WESTERN MOST POWER POLE NUMBER
 AE9218'119 OF TWO, 57.5 FEET (17.5 M) WEST NORTHWEST OF THE CENTER OF A
 AE9218'DRIVEWAY LEADING TO A WHITE WOOD-SIDED HOUSE, 6.4 FEET (2.0 M) WEST OF
 AE9218'THE EASTERN MOST POWER POLE NUMBER 35819 OF TWO, 1.5 FEET (0.5 M)
 AE9218'NORTH OF A WITNESS POST. DESCRIBED BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9217 ***********************************************************************
 AE9217  DESIGNATION -  27 052
 AE9217  PID         -  AE9217
 AE9217  STATE/COUNTY-  SC/JASPER
 AE9217  USGS QUAD   -  COOSAWHATCHIE (1988)
 AE9217
 AE9217                         *CURRENT SURVEY CONTROL
 AE9217  ___________________________________________________________________
 AE9217* NAD 83(1986)-  32 35 23.     (N)    080 57 53.     (W)     SCALED    
 AE9217* NAVD 88     -        18.669  (meters)      61.25   (feet)  ADJUSTED  
 AE9217  ___________________________________________________________________
 AE9217  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 AE9217  DYNAMIC HT  -          18.647 (meters)      61.18  (feet)  COMP
 AE9217  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 AE9217
 AE9217  VERT ORDER  -  FIRST     CLASS II
 AE9217
 AE9217.The horizontal coordinates were scaled from a topographic map and have
 AE9217.an estimated accuracy of +/- 6 seconds.
 AE9217
 AE9217.The orthometric height was determined by differential leveling
 AE9217.and adjusted by the National Geodetic Survey in February 1999..
 AE9217
 AE9217.The geoid height was determined by GEOID03.
 AE9217
 AE9217.The dynamic height is computed by dividing the NAVD 88
 AE9217.geopotential number by the normal gravity value computed on the
 AE9217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9217.degrees latitude (g = 980.6199 gals.).
 AE9217
 AE9217.The modeled gravity was interpolated from observed gravity values.
 AE9217
 AE9217;                    North         East    Units  Estimated Accuracy
 AE9217;SPC SC       -    83,890.      612,910.      MT  (+/- 180 meters Scaled)
 AE9217
 AE9217                          SUPERSEDED SURVEY CONTROL
 AE9217
 AE9217.No superseded survey control is available for this station.
 AE9217
 AE9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS033058(NAD 83)
 AE9217_MARKER: DD = SURVEY DISK
 AE9217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9217_STAMPING: 27 052 1996
 AE9217_MARK LOGO: SCGS  
 AE9217_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE9217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9217+STABILITY: SURFACE MOTION
 AE9217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9217+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9217
 AE9217  HISTORY     - Date     Condition        Report By
 AE9217  HISTORY     - 1996     MONUMENTED       SCGS
 AE9217
 AE9217                          STATION DESCRIPTION
 AE9217
 AE9217'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE9217'STATION IS LOCATED 6.6 MILES (10.6 KM) SOUTHEAST OF GRAYS, 7.6 MILES
 AE9217'(12.2 KM) NORTH NORTHEAST OF RIDGELAND.  OWNERSHIP--REBECCA GARRETT,
 AE9217'ROUTE 2, BOX 410, BLANK.  TO REACH THE STATION FROM THE SOUTH JUNCTION
 AE9217'OF U.S. HIGHWAY 278 AND STATE HIGHWAY 462, 5.3 MILES (8.5 KM) SOUTH
 AE9217'SOUTHEAST OF GRAYS, GO EAST SOUTHEAST ON HIGHWAY 462 FOR 1.75 MILES
 AE9217'(2.82 KM) TO A SAND DRIVEWAY RIGHT LEADING TO A CONCRETE BLOCK HOUSE,
 AE9217'TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 AE9217'THE RIGHT NEAR A SECURITY LIGHT POLE. STATION IS A CONCRETE POST FLUSH
 AE9217'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 57.0 FEET (17.4 M)
 AE9217'NORTHEAST OF THE EAST CORNER OF THE HOUSE, 112.0 FEET (34.1 M) SOUTH
 AE9217'SOUTHEAST OF A POWER POLE NUMBER 119292 WITH TWO GUY WIRES AND A
 AE9217'TRANSFORMER, 126.0 FEET (38.4 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 AE9217'HIGHWAY, 19.5 FEET (5.9 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY,
 AE9217'4.0 FEET (1.2 M) NORTHWEST OF A WITNESS POST BESIDE THE SECURITY LIGHT
 AE9217'POLE NUMBER 435495. DESCRIBED BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9216 ***********************************************************************
 AE9216  DESIGNATION -  27 053
 AE9216  PID         -  AE9216
 AE9216  STATE/COUNTY-  SC/JASPER
 AE9216  USGS QUAD   -  COOSAWHATCHIE (1988)
 AE9216
 AE9216                         *CURRENT SURVEY CONTROL
 AE9216  ___________________________________________________________________
 AE9216* NAD 83(1986)-  32 35 20.     (N)    080 56 59.     (W)     SCALED    
 AE9216* NAVD 88     -        11.938  (meters)      39.17   (feet)  ADJUSTED  
 AE9216  ___________________________________________________________________
 AE9216  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 AE9216  DYNAMIC HT  -          11.925 (meters)      39.12  (feet)  COMP
 AE9216  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 AE9216
 AE9216  VERT ORDER  -  FIRST     CLASS II
 AE9216
 AE9216.The horizontal coordinates were scaled from a topographic map and have
 AE9216.an estimated accuracy of +/- 6 seconds.
 AE9216
 AE9216.The orthometric height was determined by differential leveling
 AE9216.and adjusted by the National Geodetic Survey in February 1999..
 AE9216
 AE9216.The geoid height was determined by GEOID03.
 AE9216
 AE9216.The dynamic height is computed by dividing the NAVD 88
 AE9216.geopotential number by the normal gravity value computed on the
 AE9216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9216.degrees latitude (g = 980.6199 gals.).
 AE9216
 AE9216.The modeled gravity was interpolated from observed gravity values.
 AE9216
 AE9216;                    North         East    Units  Estimated Accuracy
 AE9216;SPC SC       -    83,800.      614,320.      MT  (+/- 180 meters Scaled)
 AE9216
 AE9216                          SUPERSEDED SURVEY CONTROL
 AE9216
 AE9216.No superseded survey control is available for this station.
 AE9216
 AE9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS047057(NAD 83)
 AE9216_MARKER: DD = SURVEY DISK
 AE9216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9216_STAMPING: 27 053 1996
 AE9216_MARK LOGO: SCGS  
 AE9216_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE9216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9216+STABILITY: SURFACE MOTION
 AE9216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9216+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9216
 AE9216  HISTORY     - Date     Condition        Report By
 AE9216  HISTORY     - 1996     MONUMENTED       SCGS
 AE9216
 AE9216                          STATION DESCRIPTION
 AE9216
 AE9216'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE9216'STATION IS LOCATED 7.7 MILES (12.4 KM) NORTH NORTHEAST OF RIDGELAND,
 AE9216'7.15 MILES (11.51 KM) SOUTHEAST OF GRAYS.  OWNERSHIP--SCDOT, DIRECTOR
 AE9216'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AE9216'803-737-1350. TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S.
 AE9216'HIGHWAY 278 AND STATE HIGHWAY 462, 5.3 MILES (8.5 KM) SOUTH SOUTHEAST
 AE9216'OF GRAYS, GO EAST SOUTHEAST ON HIGHWAY 462 FOR 2.65 MILES (4.26 KM) TO
 AE9216'THE JUNCTION OF STATE ROAD 160, TURN RIGHT ON ROAD 160 FOR 0.05 MILE
 AE9216'(0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A
 AE9216'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 29.3 FEET
 AE9216'(8.9 M) WEST OF THE CENTER OF THE ROAD, 6.2 FEET (1.9 M) WEST
 AE9216'NORTHWEST OF THE POWER POLE NUMBER 436457, 155.2 FEET (47.3 M) SOUTH
 AE9216'OF THE CENTER OF HIGHWAY 462, 115.3 FEET (35.1 M) SOUTH OF THE
 AE9216'SOUTHWEST CORNER OF THE SOUTH BRICK COLUMN FOR THE COOSAWHATCHIE
 AE9216'COMMUNITY CENTER SIGN, 142.1 FEET (43.3 M) SOUTH SOUTHWEST OF THE EAST
 AE9216'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 6.2 FEET
 AE9216'(1.9 M) WEST NORTHWEST OF A WITNESS POST. DESCRIBED BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1681 ***********************************************************************
 DE1681  DESIGNATION -  27 HLZ
 DE1681  PID         -  DE1681
 DE1681  STATE/COUNTY-  SC/CLARENDON
 DE1681  USGS QUAD   -  MANNING (1980)
 DE1681
 DE1681                         *CURRENT SURVEY CONTROL
 DE1681  ___________________________________________________________________
 DE1681* NAD 83(1986)-  33 40 19.     (N)    080 12 51.     (W)     SCALED    
 DE1681* NAVD 88     -        28.725  (meters)      94.24   (feet)  ADJUSTED  
 DE1681  ___________________________________________________________________
 DE1681  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DE1681  DYNAMIC HT  -          28.696 (meters)      94.15  (feet)  COMP
 DE1681  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DE1681
 DE1681  VERT ORDER  -  FIRST     CLASS II
 DE1681
 DE1681.The horizontal coordinates were scaled from a topographic map and have
 DE1681.an estimated accuracy of +/- 6 seconds.
 DE1681
 DE1681.The orthometric height was determined by differential leveling
 DE1681.and adjusted by the National Geodetic Survey in June 1991..
 DE1681
 DE1681.The geoid height was determined by GEOID03.
 DE1681
 DE1681.The dynamic height is computed by dividing the NAVD 88
 DE1681.geopotential number by the normal gravity value computed on the
 DE1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1681.degrees latitude (g = 980.6199 gals.).
 DE1681
 DE1681.The modeled gravity was interpolated from observed gravity values.
 DE1681
 DE1681;                    North         East    Units  Estimated Accuracy
 DE1681;SPC SC       -   204,170.      682,460.      MT  (+/- 180 meters Scaled)
 DE1681
 DE1681                          SUPERSEDED SURVEY CONTROL
 DE1681
 DE1681  NGVD 29 (03/21/89)   29.019  (m)           95.21   (f) ADJUSTED    1 2
 DE1681
 DE1681.Superseded values are not recommended for survey control.
 DE1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1681.See file dsdata.txt to determine how the superseded data were derived.
 DE1681
 DE1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT728260(NAD 83)
 DE1681_MARKER: DD = SURVEY DISK
 DE1681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE1681_SP_SET: BRIDGE
 DE1681_STAMPING: 29 27 HLZ 1972
 DE1681_MARK LOGO: USGS  
 DE1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1681
 DE1681  HISTORY     - Date     Condition        Report By
 DE1681  HISTORY     - 1972     MONUMENTED       USGS
 DE1681  HISTORY     - 1984     GOOD             SCGS
 DE1681  HISTORY     - 20041027 MARK NOT FOUND   SCGS
 DE1681
 DE1681                          STATION DESCRIPTION
 DE1681
 DE1681'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1681'2.7 KM (1.7 MI) SOUTH FROM MANNING.
 DE1681'0.5 KILOMETER (0.3 MILE) SOUTH ALONG BROOKS STREET FROM THE COURTHOUSE
 DE1681'IN MANNING, THENCE 2.2 KILOMETERS (1.4 MILES) SOUTH ALONG STATE
 DE1681'HIGHWAY 260 (MILLS STREET), SET IN THE NORTHEAST CORNER OF A CONCRETE
 DE1681'BRIDGE THAT CROSSES OX SWAMP.
 DE1681'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DE1681
 DE1681                          STATION RECOVERY (2004)
 DE1681
 DE1681'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1681'NOT RECOVERED,  A 10 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, A
 DE1681'NEW BRIDGE OVER  OX CREEK REPLACED THE OLD BOX CULVERT IN 2003,
 DE1681'PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5807 ***********************************************************************
 CK5807  DESIGNATION -  2700
 CK5807  PID         -  CK5807
 CK5807  STATE/COUNTY-  SC/CHARLESTON
 CK5807  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5807
 CK5807                         *CURRENT SURVEY CONTROL
 CK5807  ___________________________________________________________________
 CK5807* NAD 83(2001)-  32 36 16.81631(N)    080 04 14.40602(W)     ADJUSTED  
 CK5807* NAVD 88     -         3.648  (meters)      11.97   (feet)  ADJUSTED  
 CK5807  ___________________________________________________________________
 CK5807  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 CK5807  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 CK5807  DYNAMIC HT  -           3.644 (meters)      11.96  (feet)  COMP
 CK5807  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 CK5807
 CK5807  HORZ ORDER  -  THIRD
 CK5807  VERT ORDER  -  THIRD
 CK5807
 CK5807.The horizontal coordinates were established by classical geodetic methods
 CK5807.and adjusted by the National Geodetic Survey in March 2004..
 CK5807
 CK5807.The orthometric height was determined by differential leveling
 CK5807.and adjusted by the National Geodetic Survey in April 1995..
 CK5807
 CK5807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5807
 CK5807.The geoid height was determined by GEOID03.
 CK5807
 CK5807.The dynamic height is computed by dividing the NAVD 88
 CK5807.geopotential number by the normal gravity value computed on the
 CK5807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5807.degrees latitude (g = 980.6199 gals.).
 CK5807
 CK5807.The modeled gravity was interpolated from observed gravity values.
 CK5807
 CK5807;                    North         East     Units Scale Factor Converg.
 CK5807;SPC SC       -    85,936.471   696,830.025   MT  0.99996478   +0 30 54.8
 CK5807;SPC SC       -   281,943.80  2,286,187.75   iFT  0.99996478   +0 30 54.8
 CK5807;UTM  17      - 3,607,843.227   587,200.996   MT  0.99969376   +0 30 02.9
 CK5807
 CK5807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5807!SPC SC       -   1.00000460  x   0.99996478  =   0.99996938
 CK5807!UTM  17      -   1.00000460  x   0.99969376  =   0.99969836
 CK5807
 CK5807                          SUPERSEDED SURVEY CONTROL
 CK5807
 CK5807  NAD 83(1986)-  32 36 16.82617(N)    080 04 14.40951(W) AD(       ) 3
 CK5807  NGVD 29 (04/23/92)    3.945  (m)           12.94   (f) ADJUSTED    3 0
 CK5807
 CK5807.Superseded values are not recommended for survey control.
 CK5807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5807.See file dsdata.txt to determine how the superseded data were derived.
 CK5807
 CK5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8720107843(NAD 83)
 CK5807_MARKER: P = PIPE CAP
 CK5807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5807_STAMPING: 2700 1988
 CK5807_MARK LOGO: SCCC  
 CK5807_PROJECTION: FLUSH
 CK5807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5807+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK5807
 CK5807  HISTORY     - Date     Condition        Report By
 CK5807  HISTORY     - 1988     MONUMENTED       SCCC
 CK5807  HISTORY     - 20050125 GOOD             SCGS
 CK5807
 CK5807                          STATION DESCRIPTION
 CK5807
 CK5807'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5807'THE STATION IS LOCATED NEAR THE MIDDLE OF KIAWAH ISLAND.
 CK5807'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5807'AND DRIVE NORTHEAST ALONG THE BEACH FOR 2.45 MILES TO THE STATION.
 CK5807'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5807'MONUMENT SET INSIDE A 6 INCH PVC
 CK5807'COLLAR SURROUNDED BY CONCRETE AND
 CK5807'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5807'15.0 FEET LANDWARD FROM THE BACK OF THE PRIMARY DUNE, 40.0 FEET
 CK5807'SOUTHWEST OF THE ALIGNMENT OF KIAWAH 3.68 MILE MARKER.  THIS POINT IS
 CK5807'A TRAVERSE STATION.
 CK5807
 CK5807                          STATION RECOVERY (2005)
 CK5807
 CK5807'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5807'STATION IS LOCATED ON KIAWAH ISLAND, 14.25 MILES SOUTHWEST OF
 CK5807'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5807'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5807'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5807'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5807'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5807'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5807'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5807'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5807'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5807'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5807'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5807'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5807'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5807'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5807'BEACH, TURN LEFT ON THE BEACH FOR  2.5 MILES TO THE STATION ON THE
 CK5807'LEFT NEAR THE KIAWAH ISLAND BOARDWALK NUMBER 32. STATION IS A PIPE
 CK5807'MARK FLUSH WITH THE GROUND, 105.5 FEET NORTHEAST OF THE SEAWARD  MILE
 CK5807'MARKER 3.68, 57.9 FEET SOUTHEAST OF THE LANDWARD MILE MARKER 3.68,
 CK5807'19.6 FEET  WEST OF A PRIVATE BOARDWALK, 44.4  FEET EAST OF THE KIAWAH
 CK5807'ISLAND BOARDWALK, 1.5 FEET  SOUTH OF A WITNESS POST. RECOVERED BY R.P.
 CK5807'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5808 ***********************************************************************
 CK5808  DESIGNATION -  2705
 CK5808  PID         -  CK5808
 CK5808  STATE/COUNTY-  SC/CHARLESTON
 CK5808  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5808
 CK5808                         *CURRENT SURVEY CONTROL
 CK5808  ___________________________________________________________________
 CK5808* NAD 83(2001)-  32 36 19.92404(N)    080 04 00.03986(W)     ADJUSTED  
 CK5808* NAVD 88     -         4.223  (meters)      13.86   (feet)  ADJUSTED  
 CK5808  ___________________________________________________________________
 CK5808  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 CK5808  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 CK5808  DYNAMIC HT  -           4.218 (meters)      13.84  (feet)  COMP
 CK5808  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 CK5808
 CK5808  HORZ ORDER  -  THIRD
 CK5808  VERT ORDER  -  THIRD
 CK5808
 CK5808.The horizontal coordinates were established by classical geodetic methods
 CK5808.and adjusted by the National Geodetic Survey in March 2004..
 CK5808
 CK5808.The orthometric height was determined by differential leveling
 CK5808.and adjusted by the National Geodetic Survey in April 1995..
 CK5808
 CK5808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5808
 CK5808.The geoid height was determined by GEOID03.
 CK5808
 CK5808.The dynamic height is computed by dividing the NAVD 88
 CK5808.geopotential number by the normal gravity value computed on the
 CK5808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5808.degrees latitude (g = 980.6199 gals.).
 CK5808
 CK5808.The modeled gravity was interpolated from observed gravity values.
 CK5808
 CK5808;                    North         East     Units Scale Factor Converg.
 CK5808;SPC SC       -    86,035.573   697,203.721   MT  0.99996450   +0 31 02.8
 CK5808;SPC SC       -   282,268.94  2,287,413.78   iFT  0.99996450   +0 31 02.8
 CK5808;UTM  17      - 3,607,942.208   587,574.616   MT  0.99969457   +0 30 10.6
 CK5808
 CK5808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5808!SPC SC       -   1.00000451  x   0.99996450  =   0.99996901
 CK5808!UTM  17      -   1.00000451  x   0.99969457  =   0.99969908
 CK5808
 CK5808                          SUPERSEDED SURVEY CONTROL
 CK5808
 CK5808  NAD 83(1986)-  32 36 19.93387(N)    080 04 00.04342(W) AD(       ) 3
 CK5808  NGVD 29 (04/23/92)    4.521  (m)           14.83   (f) ADJUSTED    3 0
 CK5808
 CK5808.Superseded values are not recommended for survey control.
 CK5808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5808.See file dsdata.txt to determine how the superseded data were derived.
 CK5808
 CK5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8757507942(NAD 83)
 CK5808_MARKER: P = PIPE CAP
 CK5808_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5808_STAMPING: 2705 1988
 CK5808_MARK LOGO: SCCC  
 CK5808_PROJECTION: PROJECTING 10 CENTIMETERS
 CK5808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5808+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK5808
 CK5808  HISTORY     - Date     Condition        Report By
 CK5808  HISTORY     - 1988     MONUMENTED       SCCC
 CK5808  HISTORY     - 20050125 GOOD             SCGS
 CK5808
 CK5808                          STATION DESCRIPTION
 CK5808
 CK5808'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5808'THE STATION IS LOCATED NEAR THE MIDDLE OF KIAWAH ISLAND.
 CK5808'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5808'AND DRIVE NORTHEAST ALONG THE BEACH FOR 2.75 MILES TO THE STATION.
 CK5808'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5808'MONUMENT SET INSIDE A 6 INCH PVC
 CK5808'COLLAR SURROUNDED BY CONCRETE AND
 CK5808'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5808'65.0 FEET LANDWARD FROM THE CREST OF THE PRIMARY DUNE, 37.0 FEET
 CK5808'NORTHEAST OF THE ALIGNMENT OF KIAWAH MILE 4.00 MARKER.  THIS POINT IS
 CK5808'A TRAVERSE STATION.
 CK5808
 CK5808                          STATION RECOVERY (2005)
 CK5808
 CK5808'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5808'STATION IS LOCATED ON KIAWAH ISLAND, 14.55 MILES SOUTHWEST OF
 CK5808'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5808'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5808'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5808'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5808'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5808'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5808'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5808'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5808'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5808'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5808'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5808'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5808'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5808'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5808'BEACH, TURN LEFT ON THE BEACH FOR  2.75 MILES TO THE STATION ON THE
 CK5808'LEFT. STATION IS A PIPE MARK PROJECTING 0.3 FOOT, 97.0 FEET NORTH
 CK5808'NORTHEAST OF MILE  MARKER NUMBER 4, 211.0 FEET NORTHEAST OF SEWARD
 CK5808'MILE MARKER NUMBER 3.85, 39.2  FEET WEST OF THE SOUTHWEST CORNER OF A
 CK5808'WOOD DECK ALONG A PRIVATE BOARDWALK,  1.2 FEET WEST OF A WITNESS POST.
 CK5808'RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5809 ***********************************************************************
 CK5809  DESIGNATION -  2715
 CK5809  PID         -  CK5809
 CK5809  STATE/COUNTY-  SC/CHARLESTON
 CK5809  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5809
 CK5809                         *CURRENT SURVEY CONTROL
 CK5809  ___________________________________________________________________
 CK5809* NAD 83(2001)-  32 36 22.45845(N)    080 03 45.40376(W)     ADJUSTED  
 CK5809* NAVD 88     -         3.577  (meters)      11.74   (feet)  ADJUSTED  
 CK5809  ___________________________________________________________________
 CK5809  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 CK5809  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 CK5809  DYNAMIC HT  -           3.573 (meters)      11.72  (feet)  COMP
 CK5809  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 CK5809
 CK5809  HORZ ORDER  -  THIRD
 CK5809  VERT ORDER  -  THIRD
 CK5809
 CK5809.The horizontal coordinates were established by classical geodetic methods
 CK5809.and adjusted by the National Geodetic Survey in March 2004..
 CK5809
 CK5809.The orthometric height was determined by differential leveling
 CK5809.and adjusted by the National Geodetic Survey in April 1995..
 CK5809
 CK5809.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5809
 CK5809.The geoid height was determined by GEOID03.
 CK5809
 CK5809.The dynamic height is computed by dividing the NAVD 88
 CK5809.geopotential number by the normal gravity value computed on the
 CK5809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5809.degrees latitude (g = 980.6199 gals.).
 CK5809
 CK5809.The modeled gravity was interpolated from observed gravity values.
 CK5809
 CK5809;                    North         East     Units Scale Factor Converg.
 CK5809;SPC SC       -    86,117.092   697,584.607   MT  0.99996428   +0 31 10.9
 CK5809;SPC SC       -   282,536.39  2,288,663.41   iFT  0.99996428   +0 31 10.9
 CK5809;UTM  17      - 3,608,023.609   587,955.420   MT  0.99969539   +0 30 18.6
 CK5809
 CK5809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5809!SPC SC       -   1.00000461  x   0.99996428  =   0.99996889
 CK5809!UTM  17      -   1.00000461  x   0.99969539  =   0.99970000
 CK5809
 CK5809                          SUPERSEDED SURVEY CONTROL
 CK5809
 CK5809  NAD 83(1986)-  32 36 22.46818(N)    080 03 45.40749(W) AD(       ) 3
 CK5809  NGVD 29 (04/23/92)    3.875  (m)           12.71   (f) ADJUSTED    3 0
 CK5809
 CK5809.Superseded values are not recommended for survey control.
 CK5809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5809.See file dsdata.txt to determine how the superseded data were derived.
 CK5809
 CK5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8795508024(NAD 83)
 CK5809_MARKER: P = PIPE CAP
 CK5809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5809_STAMPING: 2715 1988
 CK5809_MARK LOGO: SCCC  
 CK5809_PROJECTION: PROJECTING 15 CENTIMETERS
 CK5809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5809+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK5809
 CK5809  HISTORY     - Date     Condition        Report By
 CK5809  HISTORY     - 1988     MONUMENTED       SCCC
 CK5809  HISTORY     - 20050125 GOOD             SCGS
 CK5809
 CK5809                          STATION DESCRIPTION
 CK5809
 CK5809'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5809'THE STATION IS LOCATED NEAR THE MIDDLE OF KIAWAH ISLAND.
 CK5809'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5809'AND DRIVE NORTHEAST ALONG THE BEACH FOR 2.95 MILES TO KIAWAH MILE
 CK5809'4.20 MARKER AND THE STATION.
 CK5809'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5809'MONUMENT SET INSIDE A 6 INCH PVC
 CK5809'COLLAR SURROUNDED BY CONCRETE AND
 CK5809'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5809'50.0 FEET LANDWARD FROM THE BACK OF THE PRIMARY DUNE.  THIS POINT IS
 CK5809'A TRAVERSE STATION.
 CK5809
 CK5809                          STATION RECOVERY (2005)
 CK5809
 CK5809'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5809'STATION IS LOCATED ON KIAWAH ISLAND, 13.9 MILES SOUTHWEST OF
 CK5809'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5809'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5809'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5809'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5809'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5809'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5809'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5809'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5809'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5809'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5809'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5809'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5809'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5809'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5809'BEACH, TURN LEFT ON THE BEACH FOR  2.95 MILES TO THE STATION ON THE
 CK5809'LEFT ON THE LANDWARD DUNE LINE NEAR KIAWAH ISLAND  BOARDWALK NUMBER
 CK5809'37. STATION IS A PIPE MARK PROJECTING 0.5 FOOT, 130.3 FEET EAST OF THE
 CK5809'EAST EDGE OF THE  BOARDWALK, 2.3 FEET WEST OF A WITNESS POST.
 CK5809'RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5775 ***********************************************************************
 CK5775  DESIGNATION -  2720
 CK5775  PID         -  CK5775
 CK5775  STATE/COUNTY-  SC/CHARLESTON
 CK5775  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5775
 CK5775                         *CURRENT SURVEY CONTROL
 CK5775  ___________________________________________________________________
 CK5775* NAD 83(2001)-  32 36 24.52152(N)    080 03 35.29738(W)     ADJUSTED  
 CK5775* NAVD 88     -         3.929  (meters)      12.89   (feet)  ADJUSTED  
 CK5775  ___________________________________________________________________
 CK5775  X           -     928,363.871 (meters)                     COMP
 CK5775  Y           -  -5,297,340.490 (meters)                     COMP
 CK5775  Z           -   3,417,291.562 (meters)                     COMP
 CK5775  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 CK5775  ELLIP HEIGHT-         -29.07  (meters)          (03/27/03) GPS OBS
 CK5775  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 CK5775  DYNAMIC HT  -           3.924 (meters)      12.87  (feet)  COMP
 CK5775  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 CK5775
 CK5775  HORZ ORDER  -  FIRST
 CK5775  VERT ORDER  -  THIRD
 CK5775  ELLP ORDER  -  FOURTH    CLASS II
 CK5775
 CK5775.The horizontal coordinates were established by GPS observations
 CK5775.and adjusted by the National Geodetic Survey in March 2003..
 CK5775
 CK5775.The orthometric height was determined by differential leveling
 CK5775.and adjusted by the National Geodetic Survey in April 1995..
 CK5775
 CK5775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5775
 CK5775.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5775
 CK5775.The ellipsoidal height was determined by GPS observations
 CK5775.and is referenced to NAD 83.
 CK5775
 CK5775.The geoid height was determined by GEOID03.
 CK5775
 CK5775.The dynamic height is computed by dividing the NAVD 88
 CK5775.geopotential number by the normal gravity value computed on the
 CK5775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5775.degrees latitude (g = 980.6199 gals.).
 CK5775
 CK5775.The modeled gravity was interpolated from observed gravity values.
 CK5775
 CK5775;                    North         East     Units Scale Factor Converg.
 CK5775;SPC SC       -    86,183.034   697,847.522   MT  0.99996409   +0 31 16.5
 CK5775;SPC SC       -   282,752.74  2,289,525.99   iFT  0.99996409   +0 31 16.5
 CK5775;UTM  17      - 3,608,089.466   588,218.280   MT  0.99969596   +0 30 24.0
 CK5775
 CK5775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5775!SPC SC       -   1.00000456  x   0.99996409  =   0.99996865
 CK5775!UTM  17      -   1.00000456  x   0.99969596  =   0.99970052
 CK5775
 CK5775                          SUPERSEDED SURVEY CONTROL
 CK5775
 CK5775  NAD 83(1995)-  32 36 24.52172(N)    080 03 35.29805(W) AD(       ) 1
 CK5775  ELLIP H (12/20/99)  -29.08   (m)                       GP(       ) 4 1
 CK5775  NAD 83(1986)-  32 36 24.53113(N)    080 03 35.30117(W) AD(       ) 1
 CK5775  NGVD 29 (04/23/92)    4.227  (m)           13.87   (f) ADJUSTED    3 0
 CK5775
 CK5775.Superseded values are not recommended for survey control.
 CK5775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5775.See file dsdata.txt to determine how the superseded data were derived.
 CK5775
 CK5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8821808089(NAD 83)
 CK5775_MARKER: P = PIPE CAP
 CK5775_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5775_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5775_STAMPING: 2720 1988
 CK5775_MARK LOGO: SCCC  
 CK5775_PROJECTION: PROJECTING 15 CENTIMETERS
 CK5775_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5775+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK5775
 CK5775  HISTORY     - Date     Condition        Report By
 CK5775  HISTORY     - 1988     MONUMENTED       SCCC
 CK5775  HISTORY     - 19900319 GOOD             NGS
 CK5775  HISTORY     - 19910403 GOOD             SCGS
 CK5775  HISTORY     - 20050125 GOOD             SCGS
 CK5775
 CK5775                          STATION DESCRIPTION
 CK5775
 CK5775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CK5775'THE STATION IS LOCATED ON KIAWAH ISLAND, ABOUT 25.75 KM (16.00 MI)
 CK5775'SOUTHWEST OF DOWNTOWN CHARLESTON AND ABOUT 20.9 KM (13.00 MI) SOUTH OF
 CK5775'U. S. HIGHWAY 17.  OWNERSHIP--KIAWAH ISLAND COMMUNITY ASSOCIATION
 CK5775'INC., 1 KIAWAH RIVER CIRCLE, KIAWAH ISLAND, SC 29455, CONTACT ROBERT
 CK5775'G. COWAN, ADMINISTRATOR, PHONE 803-768-1856.
 CK5775'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 700 AND COUNTY
 CK5775'ROAD S-10-20 (BROHICKET ROAD) ON JOHNS ISLAND, GO SOUTHERLY ON COUNTY
 CK5775'ROAD S-10-20 FOR 15.9 KM (9.90 MI) TO KIAWAH ISLAND ROAD ON THE LEFT,
 CK5775'TURN LEFT, EAST, ON KIAWAH ISLAND ROAD FOR 3.2 KM (2.00 MI) TO THE
 CK5775'SECURITY GUARDHOUSE AND CHECK IN.  NOTE--OBTAIN A KEY FROM SECURITY
 CK5775'FOR THE LOCKED GATE OF THE EUGENIA AVENUE BEACH ACCESS ROAD.  CONTINUE
 CK5775'AHEAD ON KIAWAH ISLAND PARKWAY FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF
 CK5775'SURF WATCH DRIVE ON THE RIGHT, TURN RIGHT, SOUTH, ON SURF WATCH DRIVE
 CK5775'FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF EUGENIA AVENUE, TURN LEFT,
 CK5775'EAST, ON EUGENIA AVENUE FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF A
 CK5775'SAND ROAD ON THE RIGHT (THE EUGENIA BEACH ACCESS ROAD), TURN RIGHT,
 CK5775'SOUTH, ON THE BEACH ACCESS ROAD FOR 0.24 KM (0.15 MI) TO THE BEACH,
 CK5775'TURN LEFT, EASTERLY, ALONG THE BEACH FOR 5.1 KM (3.15 MI) TO THE
 CK5775'STATION ON THE LEFT ABOUT 23.15 M (76.0 FT) LANDWARD FROM THE CREST OF
 CK5775'THE PRIMARY DUNE.
 CK5775'THE STATION IS A STANDARD BERNTSEN PVC PIPE BREAK-AWAY MARK WITH A
 CK5775'SCCC BRONZE DISK ATTACHED TO THE TOP AND ENCASED IN A 6-INCH PVC PIPE
 CK5775'PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE THE SAND.  LOCATED 28.8 M
 CK5775'(94.5 FT) NORTH OF A WOODEN POST OF A SIGN (LOGGER NEST RELOCATION
 CK5775'AREA), 6.8 M (22.3 FT) NORTHEAST OF A WOODEN POST OF A SIGN (108-107)
 CK5775'AND 0.45 M (1.5 FT) WEST OF A FIBERGLASS WITNESS POST.
 CK5775
 CK5775                          STATION RECOVERY (1991)
 CK5775
 CK5775'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK5775'STATION IS LOCATED ON KIAWAH ISLAND.  OWNERSHIP--KIAWAH ISLAND
 CK5775'COMMUNITY ASSOCIATION INCORPORATED, 1 KIAWAH RIVER CIRCLE, KIAWAH
 CK5775'ISLAND, SC 29455.
 CK5775'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 (FOLLY
 CK5775'ROAD) AND 700 (MAYBANK HIGHWAY) ON JAMES ISLAND, GO SOUTHWEST ON
 CK5775'HIGHWAY 700 FOR 4.15 MILES (6.68 KM) TO THE JUNCTION OF STATE ROAD 54
 CK5775'(RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.0 MILES (19.3 KM) TO THE
 CK5775'JUNCTION OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON ROAD 20 FOR
 CK5775'3.0 MILES (4.8 KM) TO THE ENTRANCE DRIVE TO KIAWAH ISLAND, TURN LEFT
 CK5775'ON THE DRIVE (KIAWAH ISLAND PARKWAY) FOR 1.95 MILES (3.14 KM) TO A
 CK5775'GUARD HOUSE, CONTINUE ON KIAWAH ISLAND PARKWAY FOR 0.75 MILE
 CK5775'(1.21 KM) TO THE JUNCTION OF SURF WATCH DRIVE ON THE RIGHT, TURN
 CK5775'RIGHT ON SURF WATCH DRIVE FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF
 CK5775'EUGENIA AVENUE, TURN LEFT ON EUGENIA AVENUE FOR 0.1 MILE (0.2 KM) TO
 CK5775'A SAND ROAD RIGHT (EUGENIA BEACH ACCESS ROAD), TURN RIGHT ON THE
 CK5775'ACCESS ROAD FOR 0.15 MILE (0.24 KM) TO THE BEACH, TURN LEFT ON THE
 CK5775'BEACH FOR 3.15 MILES (5.07 KM) TO THE STATION ON THE LEFT AT THE TOP
 CK5775'OF A SAND DUNE AT A WOODEN SIGN FOR THE LOGGER NEST RELOCATION AREA.
 CK5775'STATION IS A PIPE CAP ATTACHED TO A 3-FOOT PVC BREAK-AWAY PIPE MARK
 CK5775'FLUSH WITH THE DUNE AND 6.0 FEET (1.8 M) ABOVE THE BEACH, 94.5 FEET
 CK5775'(28.8 M) NORTH OF THE POST SUPPORTING THE WOODEN SIGN, 22.3 FEET
 CK5775'(6.8 M) NORTHEAST OF A 4-INCH BY 4-INCH WOODEN POST WITH 108-107
 CK5775'PAINTED ON IT, 83.0 FEET (25.3 M) WEST OF A 4-INCH BY 4-INCH WOODEN
 CK5775'POST WITH 108-109 PAINTED ON IT, 1.5 FEET (0.5 M) WEST OF A WITNESS
 CK5775'POST.
 CK5775'RECOVERED BY J.R. WERNER.
 CK5775
 CK5775                          STATION RECOVERY (2005)
 CK5775
 CK5775'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5775'STATION IS LOCATED ON KIAWAH ISLAND, 13.7 MILES SOUTHWEST OF
 CK5775'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5775'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5775'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5775'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5775'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5775'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5775'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5775'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5775'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5775'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5775'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5775'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5775'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5775'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5775'BEACH, TURN LEFT ON THE BEACH FOR  3.15 MILES TO THE STATION ON THE
 CK5775'LEFT ON THE LANDWARD DUNE LINE. STATION IS A PIPE MARK PROJECTING 0.5
 CK5775'FOOT, 16.8 FEET NORTHEAST OF THE NORTHEAST  EDGE OF A PRIVATE
 CK5775'BOARDWALK, 23.0 FEET EAST OF THE EAST CORNER OF A WOOD STORAGE
 CK5775'CONTAINER, 1.5 FEET WEST OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5810 ***********************************************************************
 CK5810  DESIGNATION -  2725
 CK5810  PID         -  CK5810
 CK5810  STATE/COUNTY-  SC/CHARLESTON
 CK5810  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5810
 CK5810                         *CURRENT SURVEY CONTROL
 CK5810  ___________________________________________________________________
 CK5810* NAD 83(2001)-  32 36 29.61381(N)    080 03 07.77282(W)     ADJUSTED  
 CK5810* NAVD 88     -         3.862  (meters)      12.67   (feet)  ADJUSTED  
 CK5810  ___________________________________________________________________
 CK5810  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 CK5810  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 CK5810  DYNAMIC HT  -           3.858 (meters)      12.66  (feet)  COMP
 CK5810  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CK5810
 CK5810  HORZ ORDER  -  THIRD
 CK5810  VERT ORDER  -  THIRD
 CK5810
 CK5810.The horizontal coordinates were established by classical geodetic methods
 CK5810.and adjusted by the National Geodetic Survey in March 2004..
 CK5810
 CK5810.The orthometric height was determined by differential leveling
 CK5810.and adjusted by the National Geodetic Survey in April 1995..
 CK5810
 CK5810.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5810
 CK5810.The geoid height was determined by GEOID03.
 CK5810
 CK5810.The dynamic height is computed by dividing the NAVD 88
 CK5810.geopotential number by the normal gravity value computed on the
 CK5810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5810.degrees latitude (g = 980.6199 gals.).
 CK5810
 CK5810.The modeled gravity was interpolated from observed gravity values.
 CK5810
 CK5810;                    North         East     Units Scale Factor Converg.
 CK5810;SPC SC       -    86,346.444   698,563.696   MT  0.99996364   +0 31 31.7
 CK5810;SPC SC       -   283,288.86  2,291,875.64   iFT  0.99996364   +0 31 31.7
 CK5810;UTM  17      - 3,608,252.650   588,934.305   MT  0.99969753   +0 30 38.9
 CK5810
 CK5810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5810!SPC SC       -   1.00000457  x   0.99996364  =   0.99996821
 CK5810!UTM  17      -   1.00000457  x   0.99969753  =   0.99970210
 CK5810
 CK5810                          SUPERSEDED SURVEY CONTROL
 CK5810
 CK5810  NAD 83(1986)-  32 36 29.62306(N)    080 03 07.77656(W) AD(       ) 3
 CK5810  NGVD 29 (04/23/92)    4.160  (m)           13.65   (f) ADJUSTED    3 0
 CK5810
 CK5810.Superseded values are not recommended for survey control.
 CK5810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5810.See file dsdata.txt to determine how the superseded data were derived.
 CK5810
 CK5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8893408253(NAD 83)
 CK5810_MARKER: P = PIPE CAP
 CK5810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5810_STAMPING: 2725 1988
 CK5810_MARK LOGO: SCCC  
 CK5810_PROJECTION: PROJECTING 15 CENTIMETERS
 CK5810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5810+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK5810
 CK5810  HISTORY     - Date     Condition        Report By
 CK5810  HISTORY     - 1988     MONUMENTED       SCCC
 CK5810  HISTORY     - 20050125 GOOD             SCGS
 CK5810
 CK5810                          STATION DESCRIPTION
 CK5810
 CK5810'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5810'THE STATION IS LOCATED NEAR THE MIDDLE PORTION OF KIAWAH ISLAND.
 CK5810'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5810'AND DRIVE NORTHEAST ALONG THE BEACH FOR 3.65 MILES TO KIAWAH MILE
 CK5810'4.85 MARKER AND THE STATION.
 CK5810'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5810'MONUMENT SET INSIDE A 6 INCH PVC
 CK5810'COLLAR SURROUNDED BY CONCRETE AND
 CK5810'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5810'134.0 FEET LANDWARD FROM THE CREST OF THE PRIMARY DUNE.  THIS POINT
 CK5810'IS A TRAVERSE STATION.
 CK5810
 CK5810                          STATION RECOVERY (2005)
 CK5810
 CK5810'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5810'STATION IS LOCATED ON KIAWAH ISLAND, 13.45 MILES SOUTHWEST OF
 CK5810'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5810'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5810'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5810'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5810'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5810'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5810'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5810'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5810'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5810'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5810'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5810'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5810'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5810'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5810'BEACH, TURN LEFT ON THE BEACH FOR  3.65 MILES TO THE STATION ON THE
 CK5810'LEFT ON THE LANDWARD DUNE LINE. STATION IS A PIPE MARK PROJECTING 0.5
 CK5810'FOOT, 38.8 FEET EAST OF THE EAST EDGE OF A PRIVATE  BOARDWALK, 36.0
 CK5810'FEET WEST OF THE WEST EDGE OF A PRIVATE BOARDWALK, 37.2 FEET
 CK5810'SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST ONE OF TWO WOOD STORAGE
 CK5810'BOXES,  1.5 FEET WEST OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5811 ***********************************************************************
 CK5811  DESIGNATION -  2730
 CK5811  PID         -  CK5811
 CK5811  STATE/COUNTY-  SC/CHARLESTON
 CK5811  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5811
 CK5811                         *CURRENT SURVEY CONTROL
 CK5811  ___________________________________________________________________
 CK5811* NAD 83(2001)-  32 36 30.95693(N)    080 03 00.14590(W)     ADJUSTED  
 CK5811* NAVD 88     -         3.762  (meters)      12.34   (feet)  ADJUSTED  
 CK5811  ___________________________________________________________________
 CK5811  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 CK5811  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 CK5811  DYNAMIC HT  -           3.758 (meters)      12.33  (feet)  COMP
 CK5811  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 CK5811
 CK5811  HORZ ORDER  -  THIRD
 CK5811  VERT ORDER  -  THIRD
 CK5811
 CK5811.The horizontal coordinates were established by classical geodetic methods
 CK5811.and adjusted by the National Geodetic Survey in March 2004..
 CK5811
 CK5811.The orthometric height was determined by differential leveling
 CK5811.and adjusted by the National Geodetic Survey in April 1995..
 CK5811
 CK5811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5811
 CK5811.The geoid height was determined by GEOID03.
 CK5811
 CK5811.The dynamic height is computed by dividing the NAVD 88
 CK5811.geopotential number by the normal gravity value computed on the
 CK5811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5811.degrees latitude (g = 980.6199 gals.).
 CK5811
 CK5811.The modeled gravity was interpolated from observed gravity values.
 CK5811
 CK5811;                    North         East     Units Scale Factor Converg.
 CK5811;SPC SC       -    86,389.641   698,762.160   MT  0.99996352   +0 31 36.0
 CK5811;SPC SC       -   283,430.58  2,292,526.77   iFT  0.99996352   +0 31 36.0
 CK5811;UTM  17      - 3,608,295.785   589,132.727   MT  0.99969796   +0 30 43.1
 CK5811
 CK5811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5811!SPC SC       -   1.00000459  x   0.99996352  =   0.99996811
 CK5811!UTM  17      -   1.00000459  x   0.99969796  =   0.99970255
 CK5811
 CK5811                          SUPERSEDED SURVEY CONTROL
 CK5811
 CK5811  NAD 83(1986)-  32 36 30.96611(N)    080 03 00.14966(W) AD(       ) 3
 CK5811  NGVD 29 (04/23/92)    4.060  (m)           13.32   (f) ADJUSTED    3 0
 CK5811
 CK5811.Superseded values are not recommended for survey control.
 CK5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5811.See file dsdata.txt to determine how the superseded data were derived.
 CK5811
 CK5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8913308296(NAD 83)
 CK5811_MARKER: P = PIPE CAP
 CK5811_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5811_STAMPING: 2730 1988
 CK5811_MARK LOGO: SCCC  
 CK5811_PROJECTION: PROJECTING 8 CENTIMETERS
 CK5811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5811+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK5811
 CK5811  HISTORY     - Date     Condition        Report By
 CK5811  HISTORY     - 1988     MONUMENTED       SCCC
 CK5811  HISTORY     - 20050125 GOOD             SCGS
 CK5811
 CK5811                          STATION DESCRIPTION
 CK5811
 CK5811'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5811'THE STATION IS LOCATED NEAR THE MIDDLE PORTION OF KIAWAH ISLAND.
 CK5811'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5811'AND DRIVE NORTHEAST ALONG THE BEACH FOR 3.75 MILES TO THE STATION.
 CK5811'THE STATION IS LOCATED ABOUT 0.20 MILES SOUTHWEST OF A BEACH ACCESS
 CK5811'ROAD.
 CK5811'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5811'MONUMENT SET INSIDE A 6 INCH PVC
 CK5811'COLLAR SURROUNDED BY CONCRETE AND
 CK5811'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5811'165.0 FEET LANDWARD FROM THE CREST OF THE PRIMARY DUNE, LOCATED
 CK5811'LANDWARD FROM KIAWAH MILE 5.00 MARKER.  THIS POINT IS A TRAVERSE
 CK5811'STATION.
 CK5811
 CK5811                          STATION RECOVERY (2005)
 CK5811
 CK5811'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5811'STATION IS LOCATED ON KIAWAH ISLAND, 13.4 MILES SOUTHWEST OF
 CK5811'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5811'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5811'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5811'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5811'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5811'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5811'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5811'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5811'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5811'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5811'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5811'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5811'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5811'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5811'BEACH, TURN LEFT ON THE BEACH FOR  3.75 MILES TO THE STATION ON THE
 CK5811'LEFT ON THE LANDWARD DUNE LINE. STATION IS A PIPE MARK PROJECTING 0.3
 CK5811'FOOT, 232.0 FEET NORTH OF MILE MARKER NUMBER 5,  28.0 FEET NORTH
 CK5811'NORTHEAST OF THE NORTH EDGE OF A PRIVATE BOARDWALK, 1.9 FEET WEST  OF
 CK5811'A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5812 ***********************************************************************
 CK5812  DESIGNATION -  2735
 CK5812  PID         -  CK5812
 CK5812  STATE/COUNTY-  SC/CHARLESTON
 CK5812  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5812
 CK5812                         *CURRENT SURVEY CONTROL
 CK5812  ___________________________________________________________________
 CK5812* NAD 83(2001)-  32 36 33.77972(N)    080 02 42.87831(W)     ADJUSTED  
 CK5812* NAVD 88     -         3.794  (meters)      12.45   (feet)  ADJUSTED  
 CK5812  ___________________________________________________________________
 CK5812  X           -     929,683.485 (meters)                     COMP
 CK5812  Y           -  -5,296,952.864 (meters)                     COMP
 CK5812  Z           -   3,417,531.708 (meters)                     COMP
 CK5812  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 CK5812  ELLIP HEIGHT-         -29.25  (meters)          (05/31/05) GPS OBS
 CK5812  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CK5812  DYNAMIC HT  -           3.790 (meters)      12.43  (feet)  COMP
 CK5812  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CK5812
 CK5812  HORZ ORDER  -  FIRST
 CK5812  VERT ORDER  -  THIRD
 CK5812  ELLP ORDER  -  FOURTH    CLASS I
 CK5812
 CK5812.The horizontal coordinates were established by GPS observations
 CK5812.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 CK5812
 CK5812.The orthometric height was determined by differential leveling
 CK5812.and adjusted by the National Geodetic Survey in April 1995..
 CK5812
 CK5812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK5812
 CK5812.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5812
 CK5812.The ellipsoidal height was determined by GPS observations
 CK5812.and is referenced to NAD 83.
 CK5812
 CK5812.The geoid height was determined by GEOID03.
 CK5812
 CK5812.The dynamic height is computed by dividing the NAVD 88
 CK5812.geopotential number by the normal gravity value computed on the
 CK5812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5812.degrees latitude (g = 980.6199 gals.).
 CK5812
 CK5812.The modeled gravity was interpolated from observed gravity values.
 CK5812
 CK5812;                    North         East     Units Scale Factor Converg.
 CK5812;SPC SC       -    86,480.738   699,211.543   MT  0.99996327   +0 31 45.5
 CK5812;SPC SC       -   283,729.46  2,294,001.13   iFT  0.99996327   +0 31 45.5
 CK5812;UTM  17      - 3,608,386.742   589,582.014   MT  0.99969895   +0 30 52.4
 CK5812
 CK5812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5812!SPC SC       -   1.00000459  x   0.99996327  =   0.99996786
 CK5812!UTM  17      -   1.00000459  x   0.99969895  =   0.99970354
 CK5812
 CK5812                          SUPERSEDED SURVEY CONTROL
 CK5812
 CK5812  NAD 83(2001)-  32 36 33.78002(N)    080 02 42.87766(W) AD(       ) 3
 CK5812  NAD 83(1986)-  32 36 33.78909(N)    080 02 42.88140(W) AD(       ) 3
 CK5812  NAVD 88 (05/31/05)    3.79   (m)           12.4    (f) LEVELING    3  
 CK5812  NGVD 29 (04/23/92)    4.092  (m)           13.43   (f) ADJUSTED    3 0
 CK5812
 CK5812.Superseded values are not recommended for survey control.
 CK5812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5812.See file dsdata.txt to determine how the superseded data were derived.
 CK5812
 CK5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8958208387(NAD 83)
 CK5812_MARKER: P = PIPE CAP
 CK5812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5812_STAMPING: 2735 1988
 CK5812_MARK LOGO: SCCC  
 CK5812_PROJECTION: PROJECTING 15 CENTIMETERS
 CK5812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5812+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK5812
 CK5812  HISTORY     - Date     Condition        Report By
 CK5812  HISTORY     - 1988     MONUMENTED       SCCC
 CK5812  HISTORY     - 20050125 GOOD             SCGS
 CK5812
 CK5812                          STATION DESCRIPTION
 CK5812
 CK5812'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5812'THE STATION IS LOCATED NEAR THE NORTHEAST END OF KIAWAH ISLAND.
 CK5812'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5812'AND DRIVE NORTHEAST ALONG THE BEACH FOR 4.05 MILES TO KIAWAH MILE
 CK5812'5.30 MARKER AND THE STATION, LOCATED ABOUT 0.10 MILE NORTHEAST OF A
 CK5812'DIRT BEACH ACCESS ROAD.
 CK5812'THE STATION IS A BERNSTEN BREAKWAY PIPE
 CK5812'MONUMENT SET INSIDE A 6 INCH PVC
 CK5812'COLLAR SURROUNDED BY CONCRETE AND
 CK5812'PROJECTING 6 INCHES ABOVE THE GROUND.
 CK5812'184.0 FEET LANDWARD FROM THE CREST OF THE PRIMARY DUNE.  THIS POINT
 CK5812'IS A TRAVERSE STATION.
 CK5812
 CK5812                          STATION RECOVERY (2005)
 CK5812
 CK5812'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5812'STATION IS LOCATED ON KIAWAH ISLAND, 13.2 MILES SOUTHWEST OF
 CK5812'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5812'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5812'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5812'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5812'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5812'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5812'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5812'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5812'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5812'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5812'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5812'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5812'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5812'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5812'BEACH, TURN LEFT ON THE BEACH FOR  4.0 MILES TO THE JUNCTION OF KIAWAH
 CK5812'ISLAND BEACH ACCESS (D), TURN LEFT ON THE ACCESS  ROAD FOR 0.05 MILE
 CK5812'TO THE STATION ON THE LEFT, 0.05 MILE WEST OF THE WEST WALL OF THE
 CK5812'KIAWAH ISLAND CLUB. STATION IS A PIPE MARK PROJECTING 0.5 FOOT, 71.0
 CK5812'FEET WEST OF THE CENTER OF THE  ACCESS ROAD, 2.0 FEET WEST OF A
 CK5812'WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5835 ***********************************************************************
 CK5835  DESIGNATION -  2745
 CK5835  PID         -  CK5835
 CK5835  STATE/COUNTY-  SC/CHARLESTON
 CK5835  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5835
 CK5835                         *CURRENT SURVEY CONTROL
 CK5835  ___________________________________________________________________
 CK5835* NAD 83(1986)-  32 36 37.     (N)    080 02 07.     (W)     SCALED    
 CK5835* NAVD 88     -         2.529  (meters)       8.30   (feet)  ADJUSTED  
 CK5835  ___________________________________________________________________
 CK5835  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 CK5835  DYNAMIC HT  -           2.526 (meters)       8.29  (feet)  COMP
 CK5835  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 CK5835
 CK5835  VERT ORDER  -  THIRD
 CK5835
 CK5835.The horizontal coordinates were scaled from a topographic map and have
 CK5835.an estimated accuracy of +/- 6 seconds.
 CK5835
 CK5835.The orthometric height was determined by differential leveling
 CK5835.and adjusted by the National Geodetic Survey in April 1995..
 CK5835
 CK5835.The geoid height was determined by GEOID03.
 CK5835
 CK5835.The dynamic height is computed by dividing the NAVD 88
 CK5835.geopotential number by the normal gravity value computed on the
 CK5835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5835.degrees latitude (g = 980.6199 gals.).
 CK5835
 CK5835.The modeled gravity was interpolated from observed gravity values.
 CK5835
 CK5835;                    North         East    Units  Estimated Accuracy
 CK5835;SPC SC       -    86,590.      700,150.      MT  (+/- 180 meters Scaled)
 CK5835
 CK5835                          SUPERSEDED SURVEY CONTROL
 CK5835
 CK5835  NGVD 29 (04/23/92)    2.827  (m)            9.27   (f) ADJUSTED    3 0
 CK5835
 CK5835.Superseded values are not recommended for survey control.
 CK5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5835.See file dsdata.txt to determine how the superseded data were derived.
 CK5835
 CK5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS905084(NAD 83)
 CK5835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5835_SETTING: 0 = UNSPECIFIED SETTING
 CK5835_STAMPING: 2745 1988
 CK5835_MARK LOGO: SCCC  
 CK5835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5835
 CK5835  HISTORY     - Date     Condition        Report By
 CK5835  HISTORY     - 1988     MONUMENTED       SCCC
 CK5835  HISTORY     - 20050125 MARK NOT FOUND   SCGS
 CK5835
 CK5835                          STATION DESCRIPTION
 CK5835
 CK5835'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5835'THE STATION IS LOCATED NEAR THE NORTHEAST END OF KIAWAH ISLAND.
 CK5835'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5835'AND DRIVE NORTHEAST ALONG THE BEACH FOR 4.55 MILES TO KIAWAH MILE
 CK5835'5.85 MARKER AND THE STATION.
 CK5835'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5835'MONUMENT SET INSIDE A 6 INCH PVC
 CK5835'COLLAR SURROUNDED BY CONCRETE AND
 CK5835'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5835'80.0 FEET LANDWARD FROM THE BACK OF THE PRIMARY DUNE.  THIS POINT IS
 CK5835'A TRAVERSE STATION.
 CK5835
 CK5835                          STATION RECOVERY (2005)
 CK5835
 CK5835'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5835'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5835'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5835'LOCATE THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED. RECOVERY BY
 CK5835'R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5813 ***********************************************************************
 CK5813  DESIGNATION -  2750
 CK5813  PID         -  CK5813
 CK5813  STATE/COUNTY-  SC/CHARLESTON
 CK5813  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5813
 CK5813                         *CURRENT SURVEY CONTROL
 CK5813  ___________________________________________________________________
 CK5813* NAD 83(2001)-  32 36 37.84705(N)    080 01 47.17460(W)     ADJUSTED  
 CK5813* NAVD 88     -         3.299  (meters)      10.82   (feet)  ADJUSTED  
 CK5813  ___________________________________________________________________
 CK5813  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CK5813  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CK5813  DYNAMIC HT  -           3.295 (meters)      10.81  (feet)  COMP
 CK5813  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 CK5813
 CK5813  HORZ ORDER  -  THIRD
 CK5813  VERT ORDER  -  THIRD
 CK5813
 CK5813.The horizontal coordinates were established by classical geodetic methods
 CK5813.and adjusted by the National Geodetic Survey in March 2004..
 CK5813
 CK5813.The orthometric height was determined by differential leveling
 CK5813.and adjusted by the National Geodetic Survey in April 1995..
 CK5813
 CK5813.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5813
 CK5813.The geoid height was determined by GEOID03.
 CK5813
 CK5813.The dynamic height is computed by dividing the NAVD 88
 CK5813.geopotential number by the normal gravity value computed on the
 CK5813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5813.degrees latitude (g = 980.6199 gals.).
 CK5813
 CK5813.The modeled gravity was interpolated from observed gravity values.
 CK5813
 CK5813;                    North         East     Units Scale Factor Converg.
 CK5813;SPC SC       -    86,619.547   700,662.614   MT  0.99996291   +0 32 16.4
 CK5813;SPC SC       -   284,184.87  2,298,761.86   iFT  0.99996291   +0 32 16.4
 CK5813;UTM  17      - 3,608,525.138   591,032.740   MT  0.99970218   +0 31 22.5
 CK5813
 CK5813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5813!SPC SC       -   1.00000467  x   0.99996291  =   0.99996758
 CK5813!UTM  17      -   1.00000467  x   0.99970218  =   0.99970685
 CK5813
 CK5813                          SUPERSEDED SURVEY CONTROL
 CK5813
 CK5813  NAD 83(1986)-  32 36 37.85584(N)    080 01 47.17832(W) AD(       ) 3
 CK5813  NGVD 29 (04/23/92)    3.597  (m)           11.80   (f) ADJUSTED    3 0
 CK5813
 CK5813.Superseded values are not recommended for survey control.
 CK5813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5813.See file dsdata.txt to determine how the superseded data were derived.
 CK5813
 CK5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9103308525(NAD 83)
 CK5813_MARKER: P = PIPE CAP
 CK5813_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5813_STAMPING: 2750 1988
 CK5813_MARK LOGO: SCCC  
 CK5813_PROJECTION: PROJECTING 8 CENTIMETERS
 CK5813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5813+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK5813
 CK5813  HISTORY     - Date     Condition        Report By
 CK5813  HISTORY     - 1988     MONUMENTED       SCCC
 CK5813  HISTORY     - 20050125 GOOD             SCGS
 CK5813
 CK5813                          STATION DESCRIPTION
 CK5813
 CK5813'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5813'THE STATION IS LOCATED NEAR THE NORTHEAST END OF KIAWAH ISLAND.
 CK5813'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5813'AND DRIVE NORTHEAST ALONG THE BEACH FOR 4.95 MILES TO KIAWAH MILE
 CK5813'6.20 MARKER AND THE STATION.
 CK5813'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5813'MONUMENT SET INSIDE A 6INCH PVC
 CK5813'COLLAR SURROUNDED BY CONCRETE AND
 CK5813'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5813'LOCATED ON THE PRIMARY DUNE.  THIS POINT IS A TRAVERSE STATION.
 CK5813
 CK5813                          STATION RECOVERY (2005)
 CK5813
 CK5813'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5813'STATION IS LOCATED ON KIAWAH ISLAND, 12.65 MILES SOUTHWEST OF
 CK5813'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5813'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5813'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5813'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5813'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5813'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5813'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5813'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5813'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5813'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5813'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5813'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5813'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5813'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5813'BEACH, TURN LEFT ON THE BEACH FOR  4.9 MILES TO THE STATION ON THE
 CK5813'LEFT ON THE SEAWARD DUNE LINE NEAR THE 17TH  TEE BOX OF THE OCEAN
 CK5813'COARSE GOLF COURSE. STATION IS A PIPE MARK PROJECTING 0.3 FOOT, 136.5
 CK5813'FEET SOUTH OF TEE MARKER POST  NUMBER 17, 98.5 FEET EAST SOUTHEAST OF
 CK5813'THE CENTER OF A 1.0-FOOT SPRINKLER HEAD, 83.4  FEET SOUTH SOUTHWEST OF
 CK5813'THE CENTER OF A 1.0-FOOT SPRINKLER HEAD, 2.2 FEET WEST  NORTHWEST OF A
 CK5813'WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5814 ***********************************************************************
 CK5814  DESIGNATION -  2760
 CK5814  PID         -  CK5814
 CK5814  STATE/COUNTY-  SC/CHARLESTON
 CK5814  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5814
 CK5814                         *CURRENT SURVEY CONTROL
 CK5814  ___________________________________________________________________
 CK5814* NAD 83(2001)-  32 36 38.85463(N)    080 01 34.03177(W)     ADJUSTED  
 CK5814* NAVD 88     -         3.647  (meters)      11.97   (feet)  ADJUSTED  
 CK5814  ___________________________________________________________________
 CK5814  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CK5814  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 CK5814  DYNAMIC HT  -           3.643 (meters)      11.95  (feet)  COMP
 CK5814  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK5814
 CK5814  HORZ ORDER  -  THIRD
 CK5814  VERT ORDER  -  THIRD
 CK5814
 CK5814.The horizontal coordinates were established by classical geodetic methods
 CK5814.and adjusted by the National Geodetic Survey in March 2004..
 CK5814
 CK5814.The orthometric height was determined by differential leveling
 CK5814.and adjusted by the National Geodetic Survey in April 1995..
 CK5814
 CK5814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5814
 CK5814.The geoid height was determined by GEOID03.
 CK5814
 CK5814.The dynamic height is computed by dividing the NAVD 88
 CK5814.geopotential number by the normal gravity value computed on the
 CK5814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5814.degrees latitude (g = 980.6199 gals.).
 CK5814
 CK5814.The modeled gravity was interpolated from observed gravity values.
 CK5814
 CK5814;                    North         East     Units Scale Factor Converg.
 CK5814;SPC SC       -    86,653.806   701,004.962   MT  0.99996282   +0 32 23.7
 CK5814;SPC SC       -   284,297.26  2,299,885.05   iFT  0.99996282   +0 32 23.7
 CK5814;UTM  17      - 3,608,559.299   591,375.009   MT  0.99970295   +0 31 29.6
 CK5814
 CK5814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5814!SPC SC       -   1.00000462  x   0.99996282  =   0.99996744
 CK5814!UTM  17      -   1.00000462  x   0.99970295  =   0.99970756
 CK5814
 CK5814                          SUPERSEDED SURVEY CONTROL
 CK5814
 CK5814  NAD 83(1986)-  32 36 38.86336(N)    080 01 34.03550(W) AD(       ) 3
 CK5814  NGVD 29 (04/23/92)    3.945  (m)           12.94   (f) ADJUSTED    3 0
 CK5814
 CK5814.Superseded values are not recommended for survey control.
 CK5814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5814.See file dsdata.txt to determine how the superseded data were derived.
 CK5814
 CK5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9137508559(NAD 83)
 CK5814_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5814_SETTING: 0 = UNSPECIFIED SETTING
 CK5814_STAMPING: 2760 1988
 CK5814_MARK LOGO: SCCC  
 CK5814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5814
 CK5814  HISTORY     - Date     Condition        Report By
 CK5814  HISTORY     - 1988     MONUMENTED       SCCC
 CK5814  HISTORY     - 20050125 MARK NOT FOUND   SCGS
 CK5814
 CK5814                          STATION DESCRIPTION
 CK5814
 CK5814'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5814'THE STATION IS LOCATED NEAR THE NORTHEAST END OF KIAWAH ISLAND.
 CK5814'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5814'AND DRIVE NORTHEAST ALONG THE BEACH FOR 5.15 MILES TO KIAWAH MILE
 CK5814'6.45 MARKER AND THE STATION.
 CK5814'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5814'MONUMENT SET INSIDE A 6 INCH PVC
 CK5814'COLLAR SURROUNDED BY CONCRETE AND
 CK5814'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5814'LOCATED ON THE PRIMARY DUNE.  THIS POINT IS A TRAVERSE STATION.
 CK5814
 CK5814                          STATION RECOVERY (2005)
 CK5814
 CK5814'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5814'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5814'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5814'LOCATE THIS STATION WITH NO  RESULTS, POSITION LEADS TO THE BEACH,
 CK5814'PRESUMED DESTROYED. RECOVERY BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5815 ***********************************************************************
 CK5815  DESIGNATION -  2765
 CK5815  PID         -  CK5815
 CK5815  STATE/COUNTY-  SC/CHARLESTON
 CK5815  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5815
 CK5815                         *CURRENT SURVEY CONTROL
 CK5815  ___________________________________________________________________
 CK5815* NAD 83(2001)-  32 36 39.68655(N)    080 01 21.26816(W)     ADJUSTED  
 CK5815* NAVD 88     -         3.385  (meters)      11.11   (feet)  ADJUSTED  
 CK5815  ___________________________________________________________________
 CK5815  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CK5815  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 CK5815  DYNAMIC HT  -           3.382 (meters)      11.10  (feet)  COMP
 CK5815  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 CK5815
 CK5815  HORZ ORDER  -  THIRD
 CK5815  VERT ORDER  -  THIRD
 CK5815
 CK5815.The horizontal coordinates were established by classical geodetic methods
 CK5815.and adjusted by the National Geodetic Survey in March 2004..
 CK5815
 CK5815.The orthometric height was determined by differential leveling
 CK5815.and adjusted by the National Geodetic Survey in April 1995..
 CK5815
 CK5815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5815
 CK5815.The geoid height was determined by GEOID03.
 CK5815
 CK5815.The dynamic height is computed by dividing the NAVD 88
 CK5815.geopotential number by the normal gravity value computed on the
 CK5815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5815.degrees latitude (g = 980.6199 gals.).
 CK5815
 CK5815.The modeled gravity was interpolated from observed gravity values.
 CK5815
 CK5815;                    North         East     Units Scale Factor Converg.
 CK5815;SPC SC       -    86,682.573   701,337.473   MT  0.99996275   +0 32 30.8
 CK5815;SPC SC       -   284,391.64  2,300,975.96   iFT  0.99996275   +0 32 30.8
 CK5815;UTM  17      - 3,608,587.970   591,707.441   MT  0.99970370   +0 31 36.5
 CK5815
 CK5815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5815!SPC SC       -   1.00000466  x   0.99996275  =   0.99996741
 CK5815!UTM  17      -   1.00000466  x   0.99970370  =   0.99970836
 CK5815
 CK5815                          SUPERSEDED SURVEY CONTROL
 CK5815
 CK5815  NAD 83(1986)-  32 36 39.69523(N)    080 01 21.27194(W) AD(       ) 3
 CK5815  NGVD 29 (04/23/92)    3.683  (m)           12.08   (f) ADJUSTED    3 0
 CK5815
 CK5815.Superseded values are not recommended for survey control.
 CK5815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5815.See file dsdata.txt to determine how the superseded data were derived.
 CK5815
 CK5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9170708588(NAD 83)
 CK5815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5815_SETTING: 0 = UNSPECIFIED SETTING
 CK5815_STAMPING: 2765 1988
 CK5815_MARK LOGO: SCCC  
 CK5815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5815
 CK5815  HISTORY     - Date     Condition        Report By
 CK5815  HISTORY     - 1988     MONUMENTED       SCCC
 CK5815  HISTORY     - 20050125 MARK NOT FOUND   SCGS
 CK5815
 CK5815                          STATION DESCRIPTION
 CK5815
 CK5815'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5815'THE STATION IS LOCATED NEAR THE NORTHEAST END OF KIAWAH ISLAND.
 CK5815'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5815'AND DRIVE NORTHEAST ALONG THE BEACH FOR 5.40 MILES TO KIAWAH MILE
 CK5815'6.65 MARKER AND THE STATION.
 CK5815'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5815'MONUMENT SET INSIDE A 6 INCH PVC
 CK5815'COLLAR SURROUNDED BY CONCRETE AND
 CK5815'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5815'LOCATED ON THE PRIMARY DUNE ABOUT 0.10 MILE SOUTHWEST OF DIRT BEACH
 CK5815'ACCESS ROAD.  THIS POINT IS A TRAVERSE STATION.
 CK5815
 CK5815                          STATION RECOVERY (2005)
 CK5815
 CK5815'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5815'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5815'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5815'LOCATE THIS STATION WITH NO  RESULTS, POSITION LEADS TO A VERTICAL
 CK5815'DUNE WALL, PRESUMED DESTROYED. RECOVERY BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4330 ***********************************************************************
 DH4330  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4330  DESIGNATION -  2765 D
 DH4330  PID         -  DH4330
 DH4330  STATE/COUNTY-  SC/CHARLESTON
 DH4330  USGS QUAD   -  KIAWAH ISLAND (1971)
 DH4330
 DH4330                         *CURRENT SURVEY CONTROL
 DH4330  ___________________________________________________________________
 DH4330* NAD 83(2001)-  32 36 40.19738(N)    080 01 20.91795(W)     ADJUSTED  
 DH4330* NAVD 88     -         1.90   (meters)       6.2    (feet)  GPS OBS   
 DH4330  ___________________________________________________________________
 DH4330  X           -     931,769.440 (meters)                     COMP
 DH4330  Y           -  -5,296,476.492 (meters)                     COMP
 DH4330  Z           -   3,417,697.191 (meters)                     COMP
 DH4330  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DH4330  ELLIP HEIGHT-         -31.19  (meters)          (05/31/05) GPS OBS
 DH4330  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DH4330
 DH4330  HORZ ORDER  -  FIRST
 DH4330  ELLP ORDER  -  FOURTH    CLASS I
 DH4330
 DH4330.The horizontal coordinates were established by GPS observations
 DH4330.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DH4330
 DH4330.The orthometric height was determined by GPS observations and a
 DH4330.high-resolution geoid model using precise GPS observation and
 DH4330.processing techniques.
 DH4330
 DH4330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4330
 DH4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4330
 DH4330.The ellipsoidal height was determined by GPS observations
 DH4330.and is referenced to NAD 83.
 DH4330
 DH4330.The geoid height was determined by GEOID03.
 DH4330
 DH4330;                    North         East     Units Scale Factor Converg.
 DH4330;SPC SC       -    86,698.394   701,346.454   MT  0.99996270   +0 32 31.0
 DH4330;SPC SC       -   284,443.55  2,301,005.43   iFT  0.99996270   +0 32 31.0
 DH4330;UTM  17      - 3,608,603.785   591,716.424   MT  0.99970373   +0 31 36.7
 DH4330
 DH4330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4330!SPC SC       -   1.00000490  x   0.99996270  =   0.99996760
 DH4330!UTM  17      -   1.00000490  x   0.99970373  =   0.99970863
 DH4330
 DH4330                          SUPERSEDED SURVEY CONTROL
 DH4330
 DH4330.No superseded survey control is available for this station.
 DH4330
 DH4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9171608604(NAD 83)
 DH4330_MARKER: P = PIPE CAP
 DH4330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DH4330_STAMPING: 2765 D
 DH4330_MARK LOGO: SCCC  
 DH4330_PROJECTION: PROJECTING 15 CENTIMETERS
 DH4330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4330+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 DH4330
 DH4330  HISTORY     - Date     Condition        Report By
 DH4330  HISTORY     - UNK      MONUMENTED
 DH4330  HISTORY     - 20050126 GOOD             SCGS
 DH4330
 DH4330                          STATION DESCRIPTION
 DH4330
 DH4330'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DH4330'STATION IS LOCATED ON KIAWAH ISLAND, 12.45 MILES SOUTHWEST OF
 DH4330'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 DH4330'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 DH4330'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 DH4330'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 DH4330'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 DH4330'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 DH4330'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 DH4330'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 DH4330'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 DH4330'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 DH4330'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 DH4330'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 DH4330'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 DH4330'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 DH4330'BEACH, TURN LEFT ON THE BEACH FOR  6.1 MILES TO THE STATION ON THE
 DH4330'LEFT NEAR THE SOUTHWEST CORNER OF A GOLF CLUB  DRIVING RANGE ON THE
 DH4330'LANDWARD SIDE OF THE PRIMARY DUNE LINE. STATION IS A PIPE MARK
 DH4330'PROJECTING 0.5 FOOT, 49.8 FEET NORTHEAST OF AN UNMARKED  SOUTH
 DH4330'CAROLINA COASTAL COUNCIL MONUMENT, 82.0 FEET EAST OF THE SOUTHEAST
 DH4330'CORNER  OF A CONCRETE BASE FOR A SPRINKLER CONTROL BOX, 50.2 FEET
 DH4330'NORTHEAST OF A WITNESS  POST, 0.8 FOOT SOUTH OF A WITNESS POST.
 DH4330'NOTE-KEY IS REQUIRED AT GATE FOR ACCESS ROAD (B). RECOVERED BY R.P.
 DH4330'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5816 ***********************************************************************
 CK5816  DESIGNATION -  2775
 CK5816  PID         -  CK5816
 CK5816  STATE/COUNTY-  SC/CHARLESTON
 CK5816  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5816
 CK5816                         *CURRENT SURVEY CONTROL
 CK5816  ___________________________________________________________________
 CK5816* NAD 83(2001)-  32 36 41.08121(N)    080 00 56.08960(W)     ADJUSTED  
 CK5816* NAVD 88     -         3.886  (meters)      12.75   (feet)  ADJUSTED  
 CK5816  ___________________________________________________________________
 CK5816  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 CK5816  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CK5816  DYNAMIC HT  -           3.881 (meters)      12.73  (feet)  COMP
 CK5816  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CK5816
 CK5816  HORZ ORDER  -  THIRD
 CK5816  VERT ORDER  -  THIRD
 CK5816
 CK5816.The horizontal coordinates were established by classical geodetic methods
 CK5816.and adjusted by the National Geodetic Survey in March 2004..
 CK5816
 CK5816.The orthometric height was determined by differential leveling
 CK5816.and adjusted by the National Geodetic Survey in April 1995..
 CK5816
 CK5816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5816
 CK5816.The geoid height was determined by GEOID03.
 CK5816
 CK5816.The dynamic height is computed by dividing the NAVD 88
 CK5816.geopotential number by the normal gravity value computed on the
 CK5816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5816.degrees latitude (g = 980.6199 gals.).
 CK5816
 CK5816.The modeled gravity was interpolated from observed gravity values.
 CK5816
 CK5816;                    North         East     Units Scale Factor Converg.
 CK5816;SPC SC       -    86,731.762   701,993.479   MT  0.99996262   +0 32 44.7
 CK5816;SPC SC       -   284,553.02  2,303,128.21   iFT  0.99996262   +0 32 44.7
 CK5816;UTM  17      - 3,608,636.974   592,363.290   MT  0.99970519   +0 31 50.1
 CK5816
 CK5816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5816!SPC SC       -   1.00000458  x   0.99996262  =   0.99996720
 CK5816!UTM  17      -   1.00000458  x   0.99970519  =   0.99970977
 CK5816
 CK5816                          SUPERSEDED SURVEY CONTROL
 CK5816
 CK5816  NAD 83(1986)-  32 36 41.08981(N)    080 00 56.09340(W) AD(       ) 3
 CK5816  NGVD 29 (04/23/92)    4.184  (m)           13.73   (f) ADJUSTED    3 0
 CK5816
 CK5816.Superseded values are not recommended for survey control.
 CK5816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5816.See file dsdata.txt to determine how the superseded data were derived.
 CK5816
 CK5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9236308637(NAD 83)
 CK5816_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5816_SETTING: 0 = UNSPECIFIED SETTING
 CK5816_STAMPING: 2775 1988
 CK5816_MARK LOGO: SCCC  
 CK5816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5816
 CK5816  HISTORY     - Date     Condition        Report By
 CK5816  HISTORY     - 1988     MONUMENTED       SCCC
 CK5816
 CK5816                          STATION DESCRIPTION
 CK5816
 CK5816'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5816'THE STATION IS LOCATED NEAR THE NORTHEAST END OF KIAWAH ISLAND.
 CK5816'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5816'AND DRIVE NORTHEAST ALONG THE BEACH FOR 5.8 MILES TO KIAWAH MILE 7.10
 CK5816'MARKER AND THE STATION.
 CK5816'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5816'MONUMENT SET INSIDE A 6 INCH PVC
 CK5816'COLLAR SURROUNDED BY CONCRETE AND
 CK5816'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5816'LOCATED ABOUT 0.35 MILES NORTHEAST OF DIRT BEACH ACCESS ROAD, ON THE
 CK5816'PRIMARY DUNE.  THIS POINT IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0332 ***********************************************************************
 EC0332  DESIGNATION -  278
 EC0332  PID         -  EC0332
 EC0332  STATE/COUNTY-  SC/FAIRFIELD
 EC0332  USGS QUAD   -  JENKINSVILLE (1969)
 EC0332
 EC0332                         *CURRENT SURVEY CONTROL
 EC0332  ___________________________________________________________________
 EC0332* NAD 83(1986)-  34 21 22.     (N)    081 22 06.     (W)     SCALED    
 EC0332* NAVD 88     -        84.110  (meters)     275.95   (feet)  ADJUSTED  
 EC0332  ___________________________________________________________________
 EC0332  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 EC0332  DYNAMIC HT  -          84.028 (meters)     275.68  (feet)  COMP
 EC0332  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 EC0332
 EC0332  VERT ORDER  -  SECOND    CLASS 0
 EC0332
 EC0332.The horizontal coordinates were scaled from a topographic map and have
 EC0332.an estimated accuracy of +/- 6 seconds.
 EC0332
 EC0332.The orthometric height was determined by differential leveling
 EC0332.and adjusted by the National Geodetic Survey in June 1991..
 EC0332
 EC0332.The geoid height was determined by GEOID03.
 EC0332
 EC0332.The dynamic height is computed by dividing the NAVD 88
 EC0332.geopotential number by the normal gravity value computed on the
 EC0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0332.degrees latitude (g = 980.6199 gals.).
 EC0332
 EC0332.The modeled gravity was interpolated from observed gravity values.
 EC0332
 EC0332;                    North         East    Units  Estimated Accuracy
 EC0332;SPC SC       -   279,830.      575,720.      MT  (+/- 180 meters Scaled)
 EC0332
 EC0332                          SUPERSEDED SURVEY CONTROL
 EC0332
 EC0332  NGVD 29 (??/??/92)   84.320  (m)          276.64   (f) ADJ UNCH    2 0
 EC0332
 EC0332.Superseded values are not recommended for survey control.
 EC0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0332.See file dsdata.txt to determine how the superseded data were derived.
 EC0332
 EC0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU661017(NAD 83)
 EC0332_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EC0332_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EC0332_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EC0332_STAMPING: 278 COLUMBIA 1901
 EC0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EC0332
 EC0332  HISTORY     - Date     Condition        Report By
 EC0332  HISTORY     - 1901     MONUMENTED       USGS
 EC0332  HISTORY     - 1935     GOOD             NGS
 EC0332  HISTORY     - 1981     MARK NOT FOUND   NGS
 EC0332
 EC0332                          STATION DESCRIPTION
 EC0332
 EC0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EC0332'AT DAWKINS.
 EC0332'AT DAWKINS, FAIRFIELD COUNTY, ABOUT 98 FEET SOUTHWEST OF THE
 EC0332'SOUTHWEST CORNER OF THE SOUTHERN RAILWAY STATION, AT A ROAD
 EC0332'CROSSING, 57 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 EC0332'99.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A UNITED
 EC0332'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 278 COLUMBIA
 EC0332'1901 AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 EC0332'ABOUT 6 INCHES ABOVE GROUND.
 EC0332
 EC0332                          STATION RECOVERY (1981)
 EC0332
 EC0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EC0332'NOT RECOVERED, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5817 ***********************************************************************
 CK5817  DESIGNATION -  2780
 CK5817  PID         -  CK5817
 CK5817  STATE/COUNTY-  SC/CHARLESTON
 CK5817  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5817
 CK5817                         *CURRENT SURVEY CONTROL
 CK5817  ___________________________________________________________________
 CK5817* NAD 83(2001)-  32 36 39.80973(N)    080 00 24.19720(W)     ADJUSTED  
 CK5817* NAVD 88     -         3.485  (meters)      11.43   (feet)  ADJUSTED  
 CK5817  ___________________________________________________________________
 CK5817  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CK5817  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 CK5817  DYNAMIC HT  -           3.482 (meters)      11.42  (feet)  COMP
 CK5817  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CK5817
 CK5817  HORZ ORDER  -  THIRD
 CK5817  VERT ORDER  -  THIRD
 CK5817
 CK5817.The horizontal coordinates were established by classical geodetic methods
 CK5817.and adjusted by the National Geodetic Survey in March 2004..
 CK5817
 CK5817.The orthometric height was determined by differential leveling
 CK5817.and adjusted by the National Geodetic Survey in April 1995..
 CK5817
 CK5817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5817
 CK5817.The geoid height was determined by GEOID03.
 CK5817
 CK5817.The dynamic height is computed by dividing the NAVD 88
 CK5817.geopotential number by the normal gravity value computed on the
 CK5817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5817.degrees latitude (g = 980.6199 gals.).
 CK5817
 CK5817.The modeled gravity was interpolated from observed gravity values.
 CK5817
 CK5817;                    North         East     Units Scale Factor Converg.
 CK5817;SPC SC       -    86,700.553   702,825.298   MT  0.99996273   +0 33 02.4
 CK5817;SPC SC       -   284,450.63  2,305,857.28   iFT  0.99996273   +0 33 02.4
 CK5817;UTM  17      - 3,608,605.551   593,194.888   MT  0.99970710   +0 32 07.3
 CK5817
 CK5817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5817!SPC SC       -   1.00000465  x   0.99996273  =   0.99996738
 CK5817!UTM  17      -   1.00000465  x   0.99970710  =   0.99971175
 CK5817
 CK5817                          SUPERSEDED SURVEY CONTROL
 CK5817
 CK5817  NAD 83(1986)-  32 36 39.81824(N)    080 00 24.20103(W) AD(       ) 3
 CK5817  NGVD 29 (04/23/92)    3.783  (m)           12.41   (f) ADJUSTED    3 0
 CK5817
 CK5817.Superseded values are not recommended for survey control.
 CK5817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5817.See file dsdata.txt to determine how the superseded data were derived.
 CK5817
 CK5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9319508606(NAD 83)
 CK5817_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK5817_SETTING: 0 = UNSPECIFIED SETTING
 CK5817_STAMPING: 2780 1988
 CK5817_MARK LOGO: SCCC  
 CK5817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5817
 CK5817  HISTORY     - Date     Condition        Report By
 CK5817  HISTORY     - 1988     MONUMENTED       SCCC
 CK5817  HISTORY     - 20050125 MARK NOT FOUND   SCGS
 CK5817
 CK5817                          STATION DESCRIPTION
 CK5817
 CK5817'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK5817'THE STATION IS LOCATED AT THE NORTHEAST END OF KIAWAH ISLAND.
 CK5817'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5817'AND DRIVE NORTHEAST ALONG THE BEACH FOR 6.35 MILES TO KIAWAH MILE
 CK5817'7.60 MARKER AND THE STATION.
 CK5817'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5817'MONUMENT SET INSIDE A 6 INCH PVC
 CK5817'COLLAR SURROUNDED BY CONCRETE AND
 CK5817'PROJECTING 6 INCHES ABOVE THE GROUND,
 CK5817'LOCATED ON THE PRIMARY DUNE.  THIS POINT IS A TRAVERSE STATION.
 CK5817
 CK5817                          STATION RECOVERY (2005)
 CK5817
 CK5817'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5817'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK5817'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK5817'LOCATE THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED. RECOVERY BY
 CK5817'R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5818 ***********************************************************************
 CK5818  DESIGNATION -  2785
 CK5818  PID         -  CK5818
 CK5818  STATE/COUNTY-  SC/CHARLESTON
 CK5818  USGS QUAD   -  KIAWAH ISLAND (1971)
 CK5818
 CK5818                         *CURRENT SURVEY CONTROL
 CK5818  ___________________________________________________________________
 CK5818* NAD 83(2001)-  32 36 38.18195(N)    080 00 10.05210(W)     ADJUSTED  
 CK5818* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 CK5818  ___________________________________________________________________
 CK5818  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CK5818  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CK5818
 CK5818  HORZ ORDER  -  THIRD
 CK5818
 CK5818.The horizontal coordinates were established by classical geodetic methods
 CK5818.and adjusted by the National Geodetic Survey in March 2004..
 CK5818
 CK5818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5818
 CK5818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5818
 CK5818.The geoid height was determined by GEOID03.
 CK5818
 CK5818;                    North         East     Units Scale Factor Converg.
 CK5818;SPC SC       -    86,653.965   703,194.550   MT  0.99996288   +0 33 10.3
 CK5818;SPC SC       -   284,297.79  2,307,068.73   iFT  0.99996288   +0 33 10.3
 CK5818;UTM  17      - 3,608,558.876   593,564.032   MT  0.99970795   +0 32 14.9
 CK5818
 CK5818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5818!SPC SC       -   1.00000465  x   0.99996288  =   0.99996753
 CK5818!UTM  17      -   1.00000465  x   0.99970795  =   0.99971260
 CK5818
 CK5818                          SUPERSEDED SURVEY CONTROL
 CK5818
 CK5818  NAD 83(1986)-  32 36 38.19043(N)    080 00 10.05599(W) AD(       ) 3
 CK5818  NGVD 29 (06/26/91)    3.8    (m)           12.     (f) VERT ANG       
 CK5818
 CK5818.Superseded values are not recommended for survey control.
 CK5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5818.See file dsdata.txt to determine how the superseded data were derived.
 CK5818
 CK5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9356408559(NAD 83)
 CK5818_MARKER: P = PIPE CAP
 CK5818_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5818_STAMPING: 2785 1989
 CK5818_MARK LOGO: SCCC  
 CK5818_PROJECTION: PROJECTING 15 CENTIMETERS
 CK5818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK5818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5818+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK5818
 CK5818  HISTORY     - Date     Condition        Report By
 CK5818  HISTORY     - 1989     MONUMENTED       SCCC
 CK5818  HISTORY     - 20050125 GOOD             SCGS
 CK5818
 CK5818                          STATION DESCRIPTION
 CK5818
 CK5818'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1989
 CK5818'THE STATION IS LOCATED AT THE NORTHEAST END OF KIAWAH ISLAND.
 CK5818'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CK5818'AND DRIVE NORTHEAST ALONG THE BEACH FOR 6.35 MILES TO KIAWAH MILE
 CK5818'7.60 MARKER, CONTINUE ALONG BEACH FOR 0.25 MILE TO THE STATION.
 CK5818'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CK5818'MONUMENT SET INSIDE A 6 INCH PVC
 CK5818'COLLAR SURROUNDED BY CONCRETE AND
 CK5818'PROJECTING 6 INCHES ABOVE GROUND,
 CK5818'LOCATED ON THE PRIMARY DUNE.  THIS POINT IS A TRAVERSE STATION.
 CK5818
 CK5818                          STATION RECOVERY (2005)
 CK5818
 CK5818'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK5818'STATION IS LOCATED ON KIAWAH ISLAND, 12.05 MILES SOUTHWEST OF
 CK5818'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CK5818'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CK5818'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CK5818'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CK5818'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CK5818'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CK5818'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CK5818'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CK5818'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CK5818'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 0.75 MILE TO THE
 CK5818'JUNCTION OF SURFWATCH DRIVE, TURN RIGHT ON  SURFWATCH DRIVE FOR 0.45
 CK5818'MILE TO THE JUNCTION OF A EUGENIA AVENUE, TURN LEFT ON EUGENIA  AVENUE
 CK5818'FOR 0.1 MILE TO THE JUNCTION OF A SAND ROAD (KIAWAH ISLAND BEACH
 CK5818'ACCESS ROAD B),  TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE TO THE
 CK5818'BEACH, TURN LEFT ON THE BEACH FOR  6.5 MILES TO THE STATION ON THE
 CK5818'LEFT NEAR A GOLF COURSE UTILITY STATION AT THE WEST  END OF A POND,
 CK5818'0.1 MILE NORTHEAST OF THE BEACH. STATION IS A PIPE MARK PROJECTING 0.5
 CK5818'FOOT, 183.0 FEET SOUTH SOUTHWEST OF THE  SOUTHWEST CORNER OF A LATTICE
 CK5818'SHED, 224.0 FEET SOUTH SOUTHEAST OF THE SOUTH CORNER  OF AN ELECTRICAL
 CK5818'TRANSFORMER BOX, 1.4 FEET WEST OF A WITNESS POST. RECOVERED BY R.P.
 CK5818'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6635 ***********************************************************************
 AC6635  DESIGNATION -  2788 A
 AC6635  PID         -  AC6635
 AC6635  STATE/COUNTY-  SC/LEXINGTON
 AC6635  USGS QUAD   -  BARR LAKE (1986)
 AC6635
 AC6635                         *CURRENT SURVEY CONTROL
 AC6635  ___________________________________________________________________
 AC6635* NAD 83(2001)-  33 57 36.77806(N)    081 17 11.01697(W)     ADJUSTED  
 AC6635* NAVD 88     -       127.831  (meters)     419.39   (feet)  ADJUSTED  
 AC6635  ___________________________________________________________________
 AC6635  X           -     802,290.981 (meters)                     COMP
 AC6635  Y           -  -5,234,680.732 (meters)                     COMP
 AC6635  Z           -   3,542,841.466 (meters)                     COMP
 AC6635  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 AC6635  ELLIP HEIGHT-          97.07  (meters)          (03/13/03) GPS OBS
 AC6635  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 AC6635  DYNAMIC HT  -         127.698 (meters)     418.96  (feet)  COMP
 AC6635  MODELED GRAV-     979,600.9   (mgal)                       NAVD 88
 AC6635
 AC6635  HORZ ORDER  -  FIRST
 AC6635  VERT ORDER  -  FIRST     CLASS II
 AC6635  ELLP ORDER  -  FOURTH    CLASS II
 AC6635
 AC6635.The horizontal coordinates were established by GPS observations
 AC6635.and adjusted by the National Geodetic Survey in March 2003..
 AC6635
 AC6635.The orthometric height was determined by differential leveling
 AC6635.and adjusted by the National Geodetic Survey in May 1997..
 AC6635
 AC6635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6635
 AC6635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6635
 AC6635.The ellipsoidal height was determined by GPS observations
 AC6635.and is referenced to NAD 83.
 AC6635
 AC6635.The geoid height was determined by GEOID03.
 AC6635
 AC6635.The dynamic height is computed by dividing the NAVD 88
 AC6635.geopotential number by the normal gravity value computed on the
 AC6635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6635.degrees latitude (g = 980.6199 gals.).
 AC6635
 AC6635.The modeled gravity was interpolated from observed gravity values.
 AC6635
 AC6635;                    North         East     Units Scale Factor Converg.
 AC6635;SPC SC       -   235,899.627   583,134.416   MT  0.99980649   -0 09 31.6
 AC6635;SPC SC       -   773,948.91  1,913,170.66   iFT  0.99980649   -0 09 31.6
 AC6635;UTM  17      - 3,757,781.777   473,539.806   MT  0.99960863   -0 09 35.9
 AC6635
 AC6635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6635!SPC SC       -   0.99998476  x   0.99980649  =   0.99979125
 AC6635!UTM  17      -   0.99998476  x   0.99960863  =   0.99959340
 AC6635
 AC6635:                Primary Azimuth Mark                     Grid Az
 AC6635:SPC SC       -  2788 B                                   250 41 55.2
 AC6635:UTM  17      -  2788 B                                   250 41 59.5
 AC6635
 AC6635|---------------------------------------------------------------------|
 AC6635| PID    Reference Object                     Distance      Geod. Az  |
 AC6635|                                                           dddmmss.s |
 AC6635| AC6636 2788 B                              APPROX. 0.6 KM 2503223.6 |
 AC6635|---------------------------------------------------------------------|
 AC6635
 AC6635                          SUPERSEDED SURVEY CONTROL
 AC6635
 AC6635  NAD 83(1995)-  33 57 36.77821(N)    081 17 11.01669(W) AD(       ) 1
 AC6635  ELLIP H (08/25/00)   97.08   (m)                       GP(       ) 4 1
 AC6635  NAD 83(1986)-  33 57 36.79263(N)    081 17 11.01844(W) AD(       ) 1
 AC6635  NAVD 88 (08/08/00)  127.83   (m)          419.4    (f) LEVELING    3  
 AC6635
 AC6635.Superseded values are not recommended for survey control.
 AC6635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6635.See file dsdata.txt to determine how the superseded data were derived.
 AC6635
 AC6635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7354057782(NAD 83)
 AC6635_MARKER: DD = SURVEY DISK
 AC6635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6635_STAMPING: 2788 A 1995
 AC6635_MARK LOGO: SCDOT 
 AC6635_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6635+STABILITY: SURFACE MOTION
 AC6635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6635+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1995
 AC6635
 AC6635  HISTORY     - Date     Condition        Report By
 AC6635  HISTORY     - 1995     MONUMENTED       SCDOT
 AC6635  HISTORY     - 19951127 GOOD             SCDOT
 AC6635  HISTORY     - 20020605 MARK NOT FOUND   SCGS
 AC6635
 AC6635                          STATION DESCRIPTION
 AC6635
 AC6635'DESCRIBED BY SC DEPT OF TRANSP 1995 (DGB)
 AC6635'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTHWEST OF LEXINGTON.
 AC6635'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6635'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6635'JUNCTION OF STATE ROAD 204 (LONGS POND ROAD) AND INTERSTATE HIGHWAY 20
 AC6635'(EXIT 51) , 5.0 MILES (8.0 KM) SOUTHWEST OF LEXINGTON, GO NORTH ON
 AC6635'STATE ROAD 204 FOR 0.91 MILES (1.46 KM) TO THE JUNCTION OF STATE ROAD
 AC6635'77 (BARR RD) , CONTINUE ON STATE ROAD 204 FOR 1.34 MILES (2.16 KM) TO
 AC6635'THE JUNCTION OF STATE ROAD 604 (RAWL RD) , TURN RIGHT ON STATE ROAD
 AC6635'604 FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE RIGHT IN THE
 AC6635'SHOULDER OF THE ROAD NEAR A WITNESS POST.  STATION IS A CONCRETE POST
 AC6635'RECESSED 0.2 FOOT (6.1 CM) BELOW THE GROUND AND 1.5 FEET (0.5 M) ABOVE
 AC6635'THE ROAD, 117.5 FEET (35.8 M) EAST OF A POWER POLE WITH ONE GUY WIRE,
 AC6635'148.0 FEET (45.1 M) SOUTHWEST OF A POWER POLE 14-33-N, 11.9 FEET (3.6
 AC6635'M) NORTHEAST OF A FENCE CORNER POST, 25 FEET (7.6 M) EAST NORTHEAST OF
 AC6635'A DIM FIELD ROAD, 25.3 FEET (7.7 M) SOUTH SOUTHEAST OF THE CENTER OF
 AC6635'THE ROAD, 8.0 FEET (2.4 M) SOUTHWEST OF A TELEPHONE JUNCTION BOX
 AC6635'NUMBER 5250/050, 5.6 FEET (1.7 M) SOUTH OF A WITNESS POST.
 AC6635
 AC6635                          STATION RECOVERY (1995)
 AC6635
 AC6635'RECOVERY NOTE BY SC DEPT OF TRANSP 1995 (DGB)
 AC6635'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTHWEST OF LEXINGTON.
 AC6635'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6635'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6635'JUNCTION OF STATE ROAD 204 (LONGS POND RD) AND INTERSTATE HIGHWAY 20
 AC6635'(EXIT 51) , 5.0 MILES (8.0 KM) SOUTHWEST OF LEXINGTON, GO NORTH ON
 AC6635'STATE ROAD 204 FOR 0.91 MILES (1.46 KM) TO THE JUNCTION OF STATE ROAD
 AC6635'77 (BARR RD) , CONTINUE ON STATE ROAD 204 FOR 1.34 MILES (2.16 KM) TO
 AC6635'THE JUNCTION OF STATE ROAD 604 (RAWL RD) , TURN RIGHT ON STATE ROAD
 AC6635'604 FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE RIGHT IN THE
 AC6635'SHOULDER OF THE ROAD NEAR A WITNESS POST.  STATION IS A CONCRETE POST
 AC6635'RECESSED 0.2 FOOT (6.1 CM) BELOW THE GROUND AND 1.5 FEET (0.5 M) ABOVE
 AC6635'THE ROAD, 117.5 FEET (35.8 M) EAST OF A POWER POLE WITH ONE GUY WIRE,
 AC6635'148.0 FEET (45.1 M) SOUTHWEST OF A POWER POLE NUMBER 14-33-N, 11.9
 AC6635'FEET (3.6 M) NORTHEAST OF A FENCE CORNER POST, 25 FEET (7.6 M) EAST
 AC6635'NORTHEAST OF A DIM FIELD ROAD, 25.3 FEET (7.7 M) SOUTH SOUTHEAST OF
 AC6635'THE CENTER OF THE ROAD, 8.0 FEET (2.4 M) SOUTHWEST OF A TELEPHONE
 AC6635'JUNCTION BOX NUMBER 5250/050, 5.6 FEET (1.7 M) SOUTH OF A WITNESS
 AC6635'POST.
 AC6635
 AC6635                          STATION RECOVERY (2002)
 AC6635
 AC6635'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6635'NOT RECOVERED,  A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING
 AC6635'REAL TIME GPS
 AC6635'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 AC6635'RESULTS, PRESUMED
 AC6635'DESTROYED.
 AC6635'RECOVERY BY R.P. MCKEOWN.
 AC6635' 
 AC6635' 
 AC6635' 
 AC6635' 
 AC6635' 
 AC6635'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6636 ***********************************************************************
 AC6636  DESIGNATION -  2788 B
 AC6636  PID         -  AC6636
 AC6636  STATE/COUNTY-  SC/LEXINGTON
 AC6636  USGS QUAD   -  BARR LAKE (1986)
 AC6636
 AC6636                         *CURRENT SURVEY CONTROL
 AC6636  ___________________________________________________________________
 AC6636* NAD 83(2001)-  33 57 30.64971(N)    081 17 31.82960(W)     ADJUSTED  
 AC6636* NAVD 88     -       136.382  (meters)     447.45   (feet)  ADJUSTED  
 AC6636  ___________________________________________________________________
 AC6636  X           -     801,779.829 (meters)                     COMP
 AC6636  Y           -  -5,234,872.940 (meters)                     COMP
 AC6636  Z           -   3,542,689.628 (meters)                     COMP
 AC6636  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 AC6636  ELLIP HEIGHT-         105.63  (meters)          (03/13/03) GPS OBS
 AC6636  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AC6636  DYNAMIC HT  -         136.241 (meters)     446.98  (feet)  COMP
 AC6636  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 AC6636
 AC6636  HORZ ORDER  -  FIRST
 AC6636  VERT ORDER  -  FIRST     CLASS II
 AC6636  ELLP ORDER  -  FOURTH    CLASS II
 AC6636
 AC6636.The horizontal coordinates were established by GPS observations
 AC6636.and adjusted by the National Geodetic Survey in March 2003..
 AC6636
 AC6636.The orthometric height was determined by differential leveling
 AC6636.and adjusted by the National Geodetic Survey in May 1997..
 AC6636
 AC6636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6636
 AC6636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6636
 AC6636.The ellipsoidal height was determined by GPS observations
 AC6636.and is referenced to NAD 83.
 AC6636
 AC6636.The geoid height was determined by GEOID03.
 AC6636
 AC6636.The dynamic height is computed by dividing the NAVD 88
 AC6636.geopotential number by the normal gravity value computed on the
 AC6636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6636.degrees latitude (g = 980.6199 gals.).
 AC6636
 AC6636.The modeled gravity was interpolated from observed gravity values.
 AC6636
 AC6636;                    North         East     Units Scale Factor Converg.
 AC6636;SPC SC       -   235,712.336   582,599.636   MT  0.99980634   -0 09 43.1
 AC6636;SPC SC       -   773,334.44  1,911,416.13   iFT  0.99980634   -0 09 43.1
 AC6636;UTM  17      - 3,757,594.534   473,005.128   MT  0.99960898   -0 09 47.5
 AC6636
 AC6636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6636!SPC SC       -   0.99998342  x   0.99980634  =   0.99978976
 AC6636!UTM  17      -   0.99998342  x   0.99960898  =   0.99959240
 AC6636
 AC6636:                Primary Azimuth Mark                     Grid Az
 AC6636:SPC SC       -  2788 A                                   070 41 55.1
 AC6636:UTM  17      -  2788 A                                   070 41 59.5
 AC6636
 AC6636|---------------------------------------------------------------------|
 AC6636| PID    Reference Object                     Distance      Geod. Az  |
 AC6636|                                                           dddmmss.s |
 AC6636| AC6635 2788 A                              APPROX. 0.6 KM 0703212.0 |
 AC6636|---------------------------------------------------------------------|
 AC6636
 AC6636                          SUPERSEDED SURVEY CONTROL
 AC6636
 AC6636  NAD 83(1995)-  33 57 30.64978(N)    081 17 31.82925(W) AD(       ) 1
 AC6636  ELLIP H (08/25/00)  105.65   (m)                       GP(       ) 4 1
 AC6636  NAD 83(1986)-  33 57 30.66430(N)    081 17 31.83107(W) AD(       ) 1
 AC6636  NAVD 88 (08/08/00)  136.38   (m)          447.4    (f) LEVELING    3  
 AC6636
 AC6636.Superseded values are not recommended for survey control.
 AC6636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6636.See file dsdata.txt to determine how the superseded data were derived.
 AC6636
 AC6636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7300557595(NAD 83)
 AC6636_MARKER: DD = SURVEY DISK
 AC6636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6636_STAMPING: 2788 B 1995
 AC6636_MARK LOGO: SCDOT 
 AC6636_PROJECTION: RECESSED 8 CENTIMETERS
 AC6636_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6636+STABILITY: SURFACE MOTION
 AC6636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6636+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2005
 AC6636
 AC6636  HISTORY     - Date     Condition        Report By
 AC6636  HISTORY     - 1995     MONUMENTED       SCDOT
 AC6636  HISTORY     - 19951127 GOOD             SCDOT
 AC6636  HISTORY     - 20020605 GOOD             SCGS
 AC6636  HISTORY     - 20050624 GOOD             SUMASC
 AC6636
 AC6636                          STATION DESCRIPTION
 AC6636
 AC6636'DESCRIBED BY SC DEPT OF TRANSP 1995 (DGB)
 AC6636'STATION IS LOCATED 3.5 MILES (5.6 KM) SOUTHWEST OF LEXINGTON.
 AC6636'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6636'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6636'JUNCTION OF STATE ROAD 204 (LONGS POND ROAD) AND INTERSTATE HIGHWAY 20
 AC6636'(EXIT 51) , 5.0 MILES (8.0 KM) SOUTHWEST OF LEXINGTON, GO NORTH ON
 AC6636'STATE ROAD 204 FOR 0.91 MILES (1.46 KM) TO THE JUNCTION OF STATE ROAD
 AC6636'77 (BARR RD) , CONTINUE ON STATE ROAD 204 FOR 1.34 MILES (2.16 KM) TO
 AC6636'THE JUNCTION OF STATE ROAD 604 (RAWL ROAD) , TURN RIGHT ON STATE ROAD
 AC6636'604 FOR 0.20 MILE (0.32 KM) TO THE STATION ON THE RIGHT IN THE
 AC6636'SHOULDER OF THE ROAD NEAR A POWER POLE.  STATION IS A CONCRETE POST
 AC6636'RECESSED 0.3 FOOT (9.1 CM) BELOW THE GROUND AND LEVEL WITH THE ROAD,
 AC6636'26.2 FEET (8.0 M) SOUTH OF THE CENTER OF THE ROAD, 7.3 FEET (2.2 M)
 AC6636'WEST OF A POWER POLE WITH TWO GUY WIRES, 6.0 FEET (1.8 M) NORTH OF A
 AC6636'WIRE FENCE, 114.1 FEET (34.8 M) SOUTH OF THE SOUTHEAST CORNER OF A
 AC6636'BRICK ONE STORY HOUSE NUMBER 698, 148.7 FEET (45.3 M) SOUTHEAST OF A
 AC6636'THE SOUTHWEST CORNER OF A BRICK GARAGE OF A HOUSE NUMBER 698, 7.3 FEET
 AC6636'(2.2 M) WEST OF A WITNESS POST.
 AC6636
 AC6636                          STATION RECOVERY (1995)
 AC6636
 AC6636'RECOVERY NOTE BY SC DEPT OF TRANSP 1995 (DGB)
 AC6636'STATION IS LOCATED 3.5 MILES (5.6 KM) SOUTHWEST OF LEXINGTON.
 AC6636'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6636'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6636'JUNCTION OF STATE ROAD 204 (LONGS POND RD) AND INTERSTATE HIGHWAY 20
 AC6636'(EXIT 51) , 5.0 MILES (8.0 KM) SOUTHWEST OF LEXINGTON, GO NORTH ON
 AC6636'STATE ROAD 204 FOR 0.91 MILES (1.46 KM) TO THE JUNCTION OF STATE ROAD
 AC6636'77 (BARR RD) , CONTINUE ON STATE ROAD 204 FOR 1.34 MILES (2.16 KM) TO
 AC6636'THE JUNCTION OF STATE ROAD 604 (RAWL RD) , TURN RIGHT ON STATE ROAD
 AC6636'604 FOR 0.20 MILE (0.32 KM) TO THE STATION ON THE RIGHT IN THE
 AC6636'SHOULDER OF THE ROAD NEAR A POWER POLE.  STATION IS A CONCRETE POST
 AC6636'RECESSED 0.3 FOOT (9.1 CM) BELOW THE GROUND AND LEVEL WITH THE ROAD,
 AC6636'26.2 FEET (8.0 M) SOUTH OF THE CENTER OF THE ROAD, 7.3 FEET (2.2 M)
 AC6636'WEST OF A POWER POLE WITH TWO GUY WIRES, 6.0 FEET (1.8 M) NORTH OF A
 AC6636'WIRE FENCE, 114.1 FEET (34.8 M) SOUTH OF THE SOUTHEAST CORNER OF A
 AC6636'BRICK ONE STORY HOUSE NUMBER 698, 148.7 FEET (45.3 M) SOUTHEAST OF A
 AC6636'THE SOUTHWEST CORNER OF A BRICK GARAGE OF A HOUSE NUMBER 698, 7.3 FEET
 AC6636'(2.2 M) WEST OF A WITNESS POST.
 AC6636
 AC6636                          STATION RECOVERY (2002)
 AC6636
 AC6636'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6636'STATION IS LOCATED 3.6 MILES WEST SOUTHWEST OF LEXINGTON.
 AC6636'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 AC6636'COLUMBIA, SC 29201, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AC6636'JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 51) AND STATE  ROAD 204
 AC6636'(LONGS POND ROAD), 4.9 MILES SOUTHWEST OF LEXINGTON, GO NORTH ON ROAD
 AC6636'204 FOR 0.9 MILE TO THE JUNCTION OF STATE ROAD 77 (BARR ROAD),
 AC6636'CONTINUE ON ROAD 204  FOR 1.35 MILES TO THE JUNCTION OF STATE ROAD 604
 AC6636'(RAWL ROAD), TURN RIGHT ON ROAD 604 FOR  0.2 MILE TO THE STATION ON
 AC6636'THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST RECESSED 0.3
 AC6636'FOOT AND LEVEL WITH THE ROAD, 26.4 FEET  SOUTH OF THE CENTER OF THE
 AC6636'ROAD, 7.3 FEET WEST OF A POWER POLE WITH A SCGS  REFERENCE WASHER
 AC6636'ATTACHED, 5.6 FEET NORTH OF A WIRE FENCE LINE, 73.4 FEET EAST OF  THE
 AC6636'EXTENDED CENTER OF A DRIVEWAY FOR A BRICK HOUSE NUMBER 698, 63.6 FEET
 AC6636'WEST OF  A WOODEN CORNER FENCE POST WITH A SCGS REFERENCE WASHER
 AC6636'ATTACHED, 7.0 FEET  WEST OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
 AC6636
 AC6636                          STATION RECOVERY (2005)
 AC6636
 AC6636'RECOVERY NOTE BY SURVEY AND MAPPING SERVICES OF SC INC 2005 (DCS)
 AC6636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6966 ***********************************************************************
 AI6966  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6966  DESIGNATION -  2788 C
 AI6966  PID         -  AI6966
 AI6966  STATE/COUNTY-  SC/LEXINGTON
 AI6966  USGS QUAD   -  BARR LAKE (1986)
 AI6966
 AI6966                         *CURRENT SURVEY CONTROL
 AI6966  ___________________________________________________________________
 AI6966* NAD 83(2001)-  33 59 45.75136(N)    081 18 18.45340(W)     ADJUSTED  
 AI6966* NAVD 88     -       163.41   (meters)     536.1    (feet)  GPS OBS   
 AI6966  ___________________________________________________________________
 AI6966  X           -     800,248.232 (meters)                     COMP
 AI6966  Y           -  -5,232,776.569 (meters)                     COMP
 AI6966  Z           -   3,546,156.806 (meters)                     COMP
 AI6966  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AI6966  ELLIP HEIGHT-         132.74  (meters)          (03/13/03) GPS OBS
 AI6966  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AI6966
 AI6966  HORZ ORDER  -  FIRST
 AI6966  ELLP ORDER  -  FOURTH    CLASS II
 AI6966
 AI6966.The horizontal coordinates were established by GPS observations
 AI6966.and adjusted by the National Geodetic Survey in March 2003..
 AI6966
 AI6966.The orthometric height was determined by GPS observations and a
 AI6966.high-resolution geoid model using precise GPS observation and
 AI6966.processing techniques.
 AI6966
 AI6966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6966
 AI6966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6966
 AI6966.The ellipsoidal height was determined by GPS observations
 AI6966.and is referenced to NAD 83.
 AI6966
 AI6966.The geoid height was determined by GEOID03.
 AI6966
 AI6966;                    North         East     Units Scale Factor Converg.
 AI6966;SPC SC       -   239,877.683   581,415.099   MT  0.99980985   -0 10 09.0
 AI6966;SPC SC       -   787,000.27  1,907,529.85   iFT  0.99980985   -0 10 09.0
 AI6966;UTM  17      - 3,761,759.081   471,820.923   MT  0.99960979   -0 10 14.2
 AI6966
 AI6966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6966!SPC SC       -   0.99997916  x   0.99980985  =   0.99978902
 AI6966!UTM  17      -   0.99997916  x   0.99960979  =   0.99958896
 AI6966
 AI6966:                Primary Azimuth Mark                     Grid Az
 AI6966:SPC SC       -  LMFD                                     006 45 39.1
 AI6966:UTM  17      -  LMFD                                     006 45 44.3
 AI6966
 AI6966|---------------------------------------------------------------------|
 AI6966| PID    Reference Object                     Distance      Geod. Az  |
 AI6966|                                                           dddmmss.s |
 AI6966| DF3832 LMFD                                APPROX. 0.5 KM 0063530.1 |
 AI6966| AA4208 32 036                              312.512 METERS 17646     |
 AI6966|---------------------------------------------------------------------|
 AI6966
 AI6966                          SUPERSEDED SURVEY CONTROL
 AI6966
 AI6966  NAD 83(1995)-  33 59 45.75181(N)    081 18 18.45349(W) AD(       ) 1
 AI6966  ELLIP H (08/25/00)  132.76   (m)                       GP(       ) 4 1
 AI6966  NAD 83(1986)-  33 59 45.76580(N)    081 18 18.45476(W) AD(       ) 1
 AI6966
 AI6966.Superseded values are not recommended for survey control.
 AI6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6966.See file dsdata.txt to determine how the superseded data were derived.
 AI6966
 AI6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7182161759(NAD 83)
 AI6966_MARKER: DD = SURVEY DISK
 AI6966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6966_STAMPING: 2788 C 1995
 AI6966_MARK LOGO: SCDOT 
 AI6966_PROJECTION: RECESSED 15 CENTIMETERS
 AI6966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI6966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6966+STABILITY: SURFACE MOTION
 AI6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6966+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 AI6966
 AI6966  HISTORY     - Date     Condition        Report By
 AI6966  HISTORY     - 1995     MONUMENTED       SCDOT
 AI6966  HISTORY     - 20011106 GOOD             SCGS
 AI6966
 AI6966                          STATION DESCRIPTION
 AI6966
 AI6966'DESCRIBED BY SC DEPT OF TRANSP 1995 (DGB)
 AI6966'STATION IS LOCATED 4.1 MILES (6.6 KM) WEST NORTHWEST OF LEXINGTON.
 AI6966'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI6966'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI6966'JUNCTION OF US HIGHWAYS 378 AND 1, 1.2 MILES (1.9 KM) WEST NORTHWEST
 AI6966'OF LEXINGTON, GO NORTHWEST ON HIGHWAY 378 FOR 1.95 MILES (3.14 KM) TO
 AI6966'THE JUNCTION OF STATE ROAD 172 (WISE FERRY RD) , CONTINUE ON HIGHWAY
 AI6966'378 FOR 1.0 MILES (1.6 KM) TO THE JUNCTION OF STATE ROAD 204 (ST
 AI6966'PETERS RD) , TURN RIGHT ON STATE ROAD 204 FOR 0.20 MILE (0.32 KM) TO
 AI6966'THE STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER OF A TELEPHONE
 AI6966'SUBSTATION AND SOUTHEAST OF A SAND ROAD (FIRE TOWER RD) .  STATION IS
 AI6966'A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) BELOW THE GROUND AND LEVEL
 AI6966'WITH THE ROAD, 33.7 FEET (10.3 M) EAST OF THE CENTER OF ROAD 204, 3.0
 AI6966'FEET (0.9 M) SOUTH OF A POWER POLE WITH ONE TRANSFORMER AND ONE
 AI6966'SECURITY LIGHT NUMBER 434790, 9.2 FEET (2.8 M) SOUTH OF THE SOUTHWEST
 AI6966'CORNER OF A CHAIN LINK FENCE SURROUNDING THE SUBSTATION, 46.2 FEET
 AI6966'(14.1 M) WEST OF THE SOUTHEAST CORNER OF THE FENCE SURROUNDING THE
 AI6966'SUBSTATION, 27.4 FEET (8.4 M) SOUTHEAST OF THE SOUTH END OF A 1.8 FEET
 AI6966'(0.5 M) CONCRETE PIPE CULVERT BENEATH THE PAVED ENTRANCE TO THE
 AI6966'SUBSTATION, 1.2 FEET (0.4 M) NORTH OF A WITNESS POST, 95.0 FEET (29.0
 AI6966'M) SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 7204/001.
 AI6966
 AI6966                          STATION RECOVERY (2001)
 AI6966
 AI6966'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AI6966'STATION IS LOCATED 4.1 MILES WEST OF  LEXINGTON. OWNERSHIP--SCDOT,
 AI6966'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AI6966'803-737-1350.
 AI6966'  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 378
 AI6966'(WEST MAIN
 AI6966'STREET AND GIBSON ROAD) , 1.2 MILES WEST OF LEXINGTON, GO NORTHWEST ON
 AI6966'HIGHWAY 378 FOR
 AI6966'1.95 MILES TO THE JUNCTION OF STATE ROAD 172 (WISE FERRY ROAD),
 AI6966'CONTINUE ON HIGHWAY
 AI6966'378 FOR 1.0 MILE TO THE JUNCTION OF STATE ROAD 204 (SAINT PETERS
 AI6966'ROAD), TURN RIGHT ON ROAD
 AI6966'204 FOR 0.2 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 AI6966'STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND LEVEL WITH THE ROAD,
 AI6966'3.0 FEET SOUTH OF
 AI6966'THE POWER POLE NUMBER 434790 WITH A TRANSFORMER AND TWO SECURITY
 AI6966'LIGHTS, 9.2 FEET
 AI6966'SOUTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING A
 AI6966'TELEPHONE
 AI6966'SUBSTATION, 38.0 FEET NORTH NORTHWEST OF THE SOUTHWEST CORNER OF A
 AI6966'CHAIN LINK FENCE
 AI6966'SURROUNDING A WATER TANK, 28.0 FEET NORTH OF THE CENTER OF A MANHOLE
 AI6966'COVER MARKED
 AI6966'WATER, 9.2 FEET SOUTH OF A TELEPHONE JUNCTION BOX NUMBER 7105/001, 1.2
 AI6966'FEET NORTH OF A
 AI6966'WITNESS POST.
 AI6966'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 32 036.
 AI6966'RECOVERED BY L.A. LAPINE.
 AI6966'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6967 ***********************************************************************
 AI6967  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6967  DESIGNATION -  2788 D
 AI6967  PID         -  AI6967
 AI6967  STATE/COUNTY-  SC/LEXINGTON
 AI6967  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AI6967
 AI6967                         *CURRENT SURVEY CONTROL
 AI6967  ___________________________________________________________________
 AI6967* NAD 83(2001)-  34 00 13.52140(N)    081 17 08.86546(W)     ADJUSTED  
 AI6967* NAVD 88     -       161.28   (meters)     529.1    (feet)  GPS OBS   
 AI6967  ___________________________________________________________________
 AI6967  X           -     801,940.814 (meters)                     COMP
 AI6967  Y           -  -5,232,031.564 (meters)                     COMP
 AI6967  Z           -   3,546,864.975 (meters)                     COMP
 AI6967  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AI6967  ELLIP HEIGHT-         130.58  (meters)          (03/13/03) GPS OBS
 AI6967  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AI6967
 AI6967  HORZ ORDER  -  FIRST
 AI6967  ELLP ORDER  -  FOURTH    CLASS II
 AI6967
 AI6967.The horizontal coordinates were established by GPS observations
 AI6967.and adjusted by the National Geodetic Survey in March 2003..
 AI6967
 AI6967.The orthometric height was determined by GPS observations and a
 AI6967.high-resolution geoid model using precise GPS observation and
 AI6967.processing techniques.
 AI6967
 AI6967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6967
 AI6967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6967
 AI6967.The ellipsoidal height was determined by GPS observations
 AI6967.and is referenced to NAD 83.
 AI6967
 AI6967.The geoid height was determined by GEOID03.
 AI6967
 AI6967;                    North         East     Units Scale Factor Converg.
 AI6967;SPC SC       -   240,728.057   583,202.997   MT  0.99981063   -0 09 30.4
 AI6967;SPC SC       -   789,790.21  1,913,395.66   iFT  0.99981063   -0 09 30.4
 AI6967;UTM  17      - 3,762,609.240   473,608.483   MT  0.99960859   -0 09 35.4
 AI6967
 AI6967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6967!SPC SC       -   0.99997950  x   0.99981063  =   0.99979014
 AI6967!UTM  17      -   0.99997950  x   0.99960859  =   0.99958810
 AI6967
 AI6967|---------------------------------------------------------------------|
 AI6967| PID    Reference Object                     Distance      Geod. Az  |
 AI6967|                                                           dddmmss.s |
 AI6967| AI6968 2788 E                              343.195 METERS 07145     |
 AI6967| DF3809 LEX 83                              373.012 METERS 17754     |
 AI6967|---------------------------------------------------------------------|
 AI6967
 AI6967                          SUPERSEDED SURVEY CONTROL
 AI6967
 AI6967  NAD 83(1995)-  34 00 13.52174(N)    081 17 08.86543(W) AD(       ) 1
 AI6967  ELLIP H (08/25/00)  130.60   (m)                       GP(       ) 4 1
 AI6967  NAD 83(1986)-  34 00 13.53616(N)    081 17 08.86702(W) AD(       ) 1
 AI6967
 AI6967.Superseded values are not recommended for survey control.
 AI6967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6967.See file dsdata.txt to determine how the superseded data were derived.
 AI6967
 AI6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7360862609(NAD 83)
 AI6967_MARKER: DD = SURVEY DISK
 AI6967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6967_STAMPING: 2788 D 1995
 AI6967_MARK LOGO: SCDOT 
 AI6967_PROJECTION: RECESSED 3 CENTIMETERS
 AI6967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI6967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6967+STABILITY: SURFACE MOTION
 AI6967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6967+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 AI6967
 AI6967  HISTORY     - Date     Condition        Report By
 AI6967  HISTORY     - 1995     MONUMENTED       SCDOT
 AI6967  HISTORY     - 20011107 GOOD             SCGS
 AI6967
 AI6967                          STATION DESCRIPTION
 AI6967
 AI6967'DESCRIBED BY SC DEPT OF TRANSP 1995 (DGB)
 AI6967'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTHWEST OF LEXINGTON.
 AI6967'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI6967'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI6967'JUNCTION OF US HIGHWAYS 378 AND 1, 1.2 MILES (1.9 KM) WEST NORTHWEST
 AI6967'OF LEXINGTON, GO NORTHWEST ON HIGHWAY 378 FOR 1.95 MILES (3.14 KM) TO
 AI6967'THE JUNCTION OF STATE ROAD 172 (WISE FERRY RD) , TURN RIGHT ON STATE
 AI6967'ROAD 172 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF STATE ROAD 408
 AI6967'(OLD CHEROKEE RD) , TURN RIGHT ON STATE ROAD 408 FOR 0.35 MILE (0.56
 AI6967'KM) TO THE STATION ON THE RIGHT IN THE SHOULDER OF THE ROAD NEAR A
 AI6967'POWER POLE ACROSS THE ROAD FROM A TWO STORY WOOD SIDED HOUSE NUMBER
 AI6967'1420, 0.05 MILE (0.08 KM) EAST OF A SAND ROAD (HOLLY BRANCH DR) .
 AI6967'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) BELOW THE GROUND
 AI6967'AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 24.1 FEET (7.3 M) SOUTH
 AI6967'SOUTHEAST OF THE CENTER OF THE ROAD, 9.7 FEET (3.0 M) NORTH OF A POWER
 AI6967'POLE WITH ONE TRANSFORMER AND FOUR GUY WIRES NUMBER 270344, 33.1 FEET
 AI6967'(10.1 M) WEST OF A FIRE HYDRANT, 152.4 FEET (46.5 M) EAST OF A POWER
 AI6967'POLE WITH ONE GUY WIRE AND A TELEPHONE JUNCTION BOX NUMBER 8100/171A
 AI6967'AT THE BASE, 9.2 FEET (2.8 M) NORTH OF A WITNESS POST.
 AI6967
 AI6967                          STATION RECOVERY (2001)
 AI6967
 AI6967'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AI6967'STATION IS LOCATED 3.2 MILES WEST NORTHWEST OF LEXINGTON.
 AI6967'OWNERSHIP--SCDOT,
 AI6967'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AI6967'803-737-1350.
 AI6967'  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 378
 AI6967'(WEST MAIN
 AI6967'STREET AND GIBSON ROAD) , 1.2 MILES WEST OF LEXINGTON, GO NORTHWEST ON
 AI6967'HIGHWAY 378 FOR
 AI6967'1.95 MILES TO THE JUNCTION OF STATE ROAD 172 (WISE FERRY ROAD), TURN
 AI6967'RIGHT ON ROAD 0.85
 AI6967'MILE TO THE JUNCTION OF STATE ROAD 408 (OLD CHEROKEE ROAD), TURN RIGHT
 AI6967'ON ROAD 408 FOR
 AI6967'0.35 MILES TO THE STATION ON THE RIGHT IN THE SHOULDER OF THE ROAD
 AI6967'NEAR A POWER POLE
 AI6967'AND ACROSS THE ROAD FROM A TWO STORY WOOD-SIDED HOUSE NUMBER 1420,
 AI6967'0.05 MILE EAST
 AI6967'OF A SAND ROAD (HOLLY BRANCH DRIVE).
 AI6967'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND 0.5 FOOT ABOVE THE
 AI6967'ROAD, 24.1 FEET
 AI6967'SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 9.7 FEET NORTH OF THE POWER
 AI6967'POLE NUMBER
 AI6967'270344 WITH FOUR GUY WIRES, 33.1 FEET WEST OF A BLUE FIRE HYDRANT,
 AI6967'152.4 FEET EAST OF A
 AI6967'POWER POLE WITH GUY WIRE AND A TELEPHONE JUNCTION BOX 8100/171A AT THE
 AI6967'BASE OF THE
 AI6967'POLE, 9.2 FEET NORTH OF A WITNESS POST.
 AI6967'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 2788E.
 AI6967'RECOVERED BY L.A. LAPINE.
 AI6967'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6968 ***********************************************************************
 AI6968  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6968  DESIGNATION -  2788 E
 AI6968  PID         -  AI6968
 AI6968  STATE/COUNTY-  SC/LEXINGTON
 AI6968  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AI6968
 AI6968                         *CURRENT SURVEY CONTROL
 AI6968  ___________________________________________________________________
 AI6968* NAD 83(2001)-  34 00 17.00832(N)    081 16 56.16359(W)     ADJUSTED  
 AI6968* NAVD 88     -       156.57   (meters)     513.7    (feet)  GPS OBS   
 AI6968  ___________________________________________________________________
 AI6968  X           -     802,253.304 (meters)                     COMP
 AI6968  Y           -  -5,231,918.919 (meters)                     COMP
 AI6968  Z           -   3,546,951.409 (meters)                     COMP
 AI6968  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AI6968  ELLIP HEIGHT-         125.87  (meters)          (03/13/03) GPS OBS
 AI6968  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AI6968
 AI6968  HORZ ORDER  -  FIRST
 AI6968  ELLP ORDER  -  FOURTH    CLASS II
 AI6968
 AI6968.The horizontal coordinates were established by GPS observations
 AI6968.and adjusted by the National Geodetic Survey in March 2003..
 AI6968
 AI6968.The orthometric height was determined by GPS observations and a
 AI6968.high-resolution geoid model using precise GPS observation and
 AI6968.processing techniques.
 AI6968
 AI6968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6968
 AI6968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6968
 AI6968.The ellipsoidal height was determined by GPS observations
 AI6968.and is referenced to NAD 83.
 AI6968
 AI6968.The geoid height was determined by GEOID03.
 AI6968
 AI6968;                    North         East     Units Scale Factor Converg.
 AI6968;SPC SC       -   240,834.579   583,529.174   MT  0.99981073   -0 09 23.4
 AI6968;SPC SC       -   790,139.69  1,914,465.79   iFT  0.99981073   -0 09 23.4
 AI6968;UTM  17      - 3,762,715.732   473,934.597   MT  0.99960837   -0 09 28.3
 AI6968
 AI6968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6968!SPC SC       -   0.99998024  x   0.99981073  =   0.99979097
 AI6968!UTM  17      -   0.99998024  x   0.99960837  =   0.99958862
 AI6968
 AI6968|---------------------------------------------------------------------|
 AI6968| PID    Reference Object                     Distance      Geod. Az  |
 AI6968|                                                           dddmmss.s |
 AI6968| AI6967 2788 D                              343.195 METERS 25145     |
 AI6968|---------------------------------------------------------------------|
 AI6968
 AI6968                          SUPERSEDED SURVEY CONTROL
 AI6968
 AI6968  NAD 83(1986)-  34 00 17.02322(N)    081 16 56.16519(W) AD(       ) 1
 AI6968  NAD 83(1995)-  34 00 17.00855(N)    081 16 56.16355(W) AD(       ) 1
 AI6968  ELLIP H (08/25/00)  125.88   (m)                       GP(       ) 4 1
 AI6968  NAD 83(1986)-  34 00 17.02354(N)    081 16 56.16564(W) AD(       ) 1
 AI6968
 AI6968.Superseded values are not recommended for survey control.
 AI6968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6968.See file dsdata.txt to determine how the superseded data were derived.
 AI6968
 AI6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7393562716(NAD 83)
 AI6968_MARKER: DD = SURVEY DISK
 AI6968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6968_STAMPING: 2788 E 1995
 AI6968_MARK LOGO: SCDOT 
 AI6968_PROJECTION: RECESSED 3 CENTIMETERS
 AI6968_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI6968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6968+STABILITY: SURFACE MOTION
 AI6968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6968+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 AI6968
 AI6968  HISTORY     - Date     Condition        Report By
 AI6968  HISTORY     - 1995     MONUMENTED       SCDOT
 AI6968  HISTORY     - 20011107 GOOD             SCGS
 AI6968
 AI6968                          STATION DESCRIPTION
 AI6968
 AI6968'DESCRIBED BY SC DEPT OF TRANSP 1995 (DGB)
 AI6968'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTHWEST OF LEXINGTON.
 AI6968'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI6968'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI6968'JUNCTION OF US HIGHWAYS 378 AND 1, 1.2 MILES (1.9 KM) WEST NORTHWEST
 AI6968'OF LEXINGTON, GO NORTHWEST ON HIGHWAY 378 FOR 1.95 MILES (3.14 KM) TO
 AI6968'THE JUNCTION OF STATE ROAD 172 (WISE FERRY RD) , TURN RIGHT ON STATE
 AI6968'ROAD 172 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF STATE ROAD 408
 AI6968'(OLD CHEROKEE RD) , TURN RIGHT ON STATE ROAD 408 FOR 0.58 MILE (0.93
 AI6968'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A
 AI6968'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) BELOW THE GROUND AND 2.0 FOOT
 AI6968'(0.6 M) ABOVE THE ROAD, 33.7 FEET (10.3 M) SOUTH OF THE CENTER OF THE
 AI6968'ROAD, 64.1 FEET (19.5 M) EAST OF A FIRE HYDRANT, 4.7 FEET (1.4 M) WEST
 AI6968'OF A POWER POLE WITH FIVE GUY WIRES NUMBER 270349, 208.5 FEET (63.6 M)
 AI6968'EAST OF A POWER POLE NUMBER 270348, 103.8 FEET (31.6 M) EAST SOUTHEAST
 AI6968'OF A TELEPHONE JUNCTION BOX NUMBER 8126/006, 4.3 FEET (1.3 M) WEST OF
 AI6968'A WITNESS POST.
 AI6968
 AI6968                          STATION RECOVERY (2001)
 AI6968
 AI6968'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AI6968'STATION IS LOCATED 3.1 MILES WEST NORTHWEST OF LEXINGTON.
 AI6968'OWNERSHIP--SCDOT,
 AI6968'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AI6968'803-737-1350.
 AI6968'  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 378
 AI6968'(WEST MAIN
 AI6968'STREET AND GIBSON ROAD) , 1.2 MILES WEST OF LEXINGTON, GO NORTHWEST ON
 AI6968'HIGHWAY 378 FOR
 AI6968'1.95 MILES TO THE JUNCTION OF STATE ROAD 172 (WISE FERRY ROAD), TURN
 AI6968'RIGHT ON ROAD 0.85
 AI6968'MILE TO THE JUNCTION OF STATE ROAD 408 (OLD CHEROKEE ROAD), TURN RIGHT
 AI6968'ON ROAD 408 FOR
 AI6968'0.55 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE AND ACROSS THE
 AI6968'ROAD FROM A
 AI6968'BRICK HOUSE NUMBER 1348.
 AI6968'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 2.0 FEET ABOVE THE
 AI6968'ROAD, 33.7 FEET
 AI6968'SOUTH OF THE CENTER OF THE ROAD, 64.1 FEET EAST OF A BLUE FIRE
 AI6968'HYDRANT, 4.7 FEET WEST OF
 AI6968'THE POWER POLE NUMBER 270349 WITH FIVE GUY WIRES, 208.5 FEET EAST OF A
 AI6968'POWER POLE
 AI6968'NUMBER 270348, 103.8 FEET EAST SOUTHEAST OF A TELEPHONE JUNCTION BOX
 AI6968'NUMBER 8126/006,
 AI6968'4.3 FEET WEST OF A WITNESS POST.
 AI6968'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 2788D.
 AI6968'RECOVERED BY L.A. LAPINE.
 AI6968' 
 AI6968' 
 AI6968'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1442 ***********************************************************************
 CJ1442  DESIGNATION -  2790
 CJ1442  PID         -  CJ1442
 CJ1442  STATE/COUNTY-  SC/CHARLESTON
 CJ1442  USGS QUAD   -  
 CJ1442
 CJ1442                         *CURRENT SURVEY CONTROL
 CJ1442  ___________________________________________________________________
 CJ1442* NAD 83(2001)-  32 36 38.42332(N)    079 59 57.89759(W)     ADJUSTED  
 CJ1442* NAVD 88     -         2.370  (meters)       7.78   (feet)  ADJUSTED  
 CJ1442  ___________________________________________________________________
 CJ1442  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 CJ1442  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 CJ1442  DYNAMIC HT  -           2.368 (meters)       7.77  (feet)  COMP
 CJ1442  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 CJ1442
 CJ1442  HORZ ORDER  -  THIRD
 CJ1442  VERT ORDER  -  THIRD
 CJ1442
 CJ1442.The horizontal coordinates were established by classical geodetic methods
 CJ1442.and adjusted by the National Geodetic Survey in March 2004..
 CJ1442
 CJ1442.The orthometric height was determined by differential leveling
 CJ1442.and adjusted by the National Geodetic Survey in April 1995..
 CJ1442
 CJ1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1442
 CJ1442.The geoid height was determined by GEOID03.
 CJ1442
 CJ1442.The dynamic height is computed by dividing the NAVD 88
 CJ1442.geopotential number by the normal gravity value computed on the
 CJ1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1442.degrees latitude (g = 980.6199 gals.).
 CJ1442
 CJ1442.The modeled gravity was interpolated from observed gravity values.
 CJ1442
 CJ1442;                    North         East     Units Scale Factor Converg.
 CJ1442;SPC SC       -    86,664.463   703,511.351   MT  0.99996286   +0 33 17.0
 CJ1442;SPC SC       -   284,332.23  2,308,108.11   iFT  0.99996286   +0 33 17.0
 CJ1442;UTM  17      - 3,608,569.286   593,880.756   MT  0.99970868   +0 32 21.4
 CJ1442
 CJ1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1442!SPC SC       -   1.00000483  x   0.99996286  =   0.99996769
 CJ1442!UTM  17      -   1.00000483  x   0.99970868  =   0.99971350
 CJ1442
 CJ1442                          SUPERSEDED SURVEY CONTROL
 CJ1442
 CJ1442  NAD 83(1986)-  32 36 38.43175(N)    079 59 57.90153(W) AD(       ) 3
 CJ1442  NGVD 29 (04/23/92)    2.668  (m)            8.75   (f) ADJUSTED    3 0
 CJ1442
 CJ1442.Superseded values are not recommended for survey control.
 CJ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1442.See file dsdata.txt to determine how the superseded data were derived.
 CJ1442
 CJ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9388108569(NAD 83)
 CJ1442_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CJ1442_SETTING: 0 = UNSPECIFIED SETTING
 CJ1442_STAMPING: 2790 1988
 CJ1442_MARK LOGO: SCCC  
 CJ1442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1442
 CJ1442  HISTORY     - Date     Condition        Report By
 CJ1442  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1442  HISTORY     - 20050125 MARK NOT FOUND   SCGS
 CJ1442
 CJ1442                          STATION DESCRIPTION
 CJ1442
 CJ1442'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CJ1442'THE STATION IS LOCATED AT THE NORTHEAST END OF KIAWAH ISLAND.
 CJ1442'TO REACH THE STATION FROM EUGENIA AVENUE BEACH ACCESS ROAD, TURN LEFT
 CJ1442'AND DRIVE NORTHEAST ALONG THE BEACH FOR 6.75 MILES TO KIAWAH MILE
 CJ1442'8.05 MARKER AND THE STATION.
 CJ1442'THE STATION IS A BERNSTEN BREAKAWAY PIPE
 CJ1442'MONUMENT SET INSIDE A 6 INCH PVC
 CJ1442'COLLAR SURROUNDED BY CONCRETE AND
 CJ1442'PROJECTING 6 INCHES ABOVE THE GROUND,
 CJ1442'LOCATED ON THE PRIMARY DUNE.  THIS POINT IS A TRAVERSE STATION.
 CJ1442
 CJ1442                          STATION RECOVERY (2005)
 CJ1442
 CJ1442'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CJ1442'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CJ1442'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CJ1442'LOCATE THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED. RECOVERY BY
 CJ1442'R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1435 ***********************************************************************
 CJ1435  HT_MOD      -  This is a Height Modernization Survey Station.
 CJ1435  DESIGNATION -  2792
 CJ1435  PID         -  CJ1435
 CJ1435  STATE/COUNTY-  SC/CHARLESTON
 CJ1435  USGS QUAD   -  
 CJ1435
 CJ1435                         *CURRENT SURVEY CONTROL
 CJ1435  ___________________________________________________________________
 CJ1435* NAD 83(2001)-  32 36 49.90546(N)    079 59 53.77448(W)     ADJUSTED  
 CJ1435* NAVD 88     -         3.61   (meters)      11.8    (feet)  GPS OBS   
 CJ1435  ___________________________________________________________________
 CJ1435  X           -     933,979.279 (meters)                     COMP
 CJ1435  Y           -  -5,295,925.003 (meters)                     COMP
 CJ1435  Z           -   3,417,949.985 (meters)                     COMP
 CJ1435  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 CJ1435  ELLIP HEIGHT-         -29.54  (meters)          (05/31/05) GPS OBS
 CJ1435  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 CJ1435
 CJ1435  HORZ ORDER  -  FIRST
 CJ1435  ELLP ORDER  -  FOURTH    CLASS I
 CJ1435
 CJ1435.The horizontal coordinates were established by GPS observations
 CJ1435.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 CJ1435
 CJ1435.The orthometric height was determined by GPS observations and a
 CJ1435.high-resolution geoid model using precise GPS observation and
 CJ1435.processing techniques.
 CJ1435
 CJ1435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1435
 CJ1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1435
 CJ1435.The ellipsoidal height was determined by GPS observations
 CJ1435.and is referenced to NAD 83.
 CJ1435
 CJ1435.The geoid height was determined by GEOID03.
 CJ1435
 CJ1435;                    North         East     Units Scale Factor Converg.
 CJ1435;SPC SC       -    87,019.180   703,615.414   MT  0.99996184   +0 33 19.3
 CJ1435;SPC SC       -   285,496.00  2,308,449.52   iFT  0.99996184   +0 33 19.3
 CJ1435;UTM  17      - 3,608,923.886   593,984.888   MT  0.99970892   +0 32 23.8
 CJ1435
 CJ1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1435!SPC SC       -   1.00000464  x   0.99996184  =   0.99996648
 CJ1435!UTM  17      -   1.00000464  x   0.99970892  =   0.99971356
 CJ1435
 CJ1435                          SUPERSEDED SURVEY CONTROL
 CJ1435
 CJ1435  NAD 83(2001)-  32 36 49.90657(N)    079 59 53.77344(W) AD(       ) 1
 CJ1435  ELLIP H (03/27/03)  -29.52   (m)                       GP(       ) 4 2
 CJ1435  NAD 83(1995)-  32 36 49.90664(N)    079 59 53.77434(W) AD(       ) 1
 CJ1435  ELLIP H (12/20/99)  -29.55   (m)                       GP(       ) 4 1
 CJ1435  NAD 83(1986)-  32 36 49.91498(N)    079 59 53.77739(W) AD(       ) 1
 CJ1435  NGVD 29 (04/08/91)    3.8    (m)           12.     (f) GPS OBS        
 CJ1435
 CJ1435.Superseded values are not recommended for survey control.
 CJ1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1435.See file dsdata.txt to determine how the superseded data were derived.
 CJ1435
 CJ1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9398508924(NAD 83)
 CJ1435_MARKER: P = PIPE CAP
 CJ1435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CJ1435_STAMPING: 2792 1988
 CJ1435_MARK LOGO: SCCC  
 CJ1435_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1435+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 CJ1435
 CJ1435  HISTORY     - Date     Condition        Report By
 CJ1435  HISTORY     - 1989     MONUMENTED       SCCC
 CJ1435  HISTORY     - 19900319 GOOD             NGS
 CJ1435  HISTORY     - 20050126 GOOD             SCGS
 CJ1435
 CJ1435                          STATION DESCRIPTION
 CJ1435
 CJ1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1435'THE STATION IS LOCATED ON KIAWAH ISLAND, ABOUT 25.75 KM (16.00 MI)
 CJ1435'SOUTHWEST OF DOWNTOWN CHARLESTON AND ABOUT 20.9 KM (13.00 MI) SOUTH OF
 CJ1435'U. S. HIGHWAY 17.  OWNERSHIP--KIAWAH ISLAND COMMUNITY ASSOCIATION
 CJ1435'INC., 1 KIAWAH RIVER CIRCLE, KIAWAH ISLAND, SC 29455, CONTACT ROBERT
 CJ1435'G. COWAN, ADMINISTRATOR, PHONE 803-768-1856.
 CJ1435'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 700 AND COUNTY
 CJ1435'ROAD S-10-20 (BROHICKET ROAD) ON JOHNS ISLAND, GO SOUTHERLY ON COUNTY
 CJ1435'ROAD S-10-20 FOR 15.9 KM (9.90 MI) TO KIAWAH ISLAND ROAD ON THE LEFT,
 CJ1435'TURN LEFT, EAST, ON KIAWAH ISLAND ROAD FOR 3.2 KM (2.00 MI) TO THE
 CJ1435'SECURTIY GUARDHOUSE AND CHECK IN.  NOTE--OBTAIN A KEY FROM SECURITY
 CJ1435'FOR THE LOCKED GATE OF THE EUGENIA AVENUE BEACH ACCESS ROAD.  CONTINUE
 CJ1435'AHEAD ON KIAWAH ISLAND PARKWAY FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF
 CJ1435'SURF WATCH DRIVE ON THE RIGHT, TURN RIGHT, SOUTH, ON SURF WATCH DRIVE
 CJ1435'FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF EUGENIA AVENUE, TURN LEFT,
 CJ1435'EAST, ON EUGENIA AVENUE FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF A
 CJ1435'SAND ROAD ON THE RIGHT (THE EUGENIA BEACH ACCESS ROAD), TURN RIGHT,
 CJ1435'SOUTH, ON THE BEACH ACCESS ROAD FOR 0.24 KM (0.15 MI) TO THE BEACH,
 CJ1435'TURN LEFT, EASTERLY, ALONG THE BEACH FOR 11.18 KM (6.95 MI) TO A WASH
 CJ1435'OUT AND SMALL INLET TO A TIDAL POOL.  NOTE--AT THIS POINT PACK 0.16 KM
 CJ1435'(0.10 MI) NORTHWEST TO THE TREE LINE AND TO THE STATION ON TOP OF A
 CJ1435'5-FOOT HIGH SAND DUNE.
 CJ1435'THE STATION IS A STANDARD BERNTSEN PVC PIPE BREAK-AWAY MARK WITH A
 CJ1435'SCCC BRONZE DISK ATTACHED TO THE TOP AND ENCASED IN A 6-INCH PVC PIPE
 CJ1435'PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE THE SAND.  LOCATED 5.9 M
 CJ1435'(19.4 FT) SOUTHWEST OF A CREPE MYRTLE TREE ON THE NORTHEAST SIDE OF
 CJ1435'THE DUNE, 0.5 M (1.6 FT) SOUTHEAST OF A 1/2-INCH PVC PIPE PROJECTING
 CJ1435'ABOUT 1.83 M (6.0 FT) ABOVE THE SAND AND 0.5 M (1.6 FT) SOUTH OF A
 CJ1435'FIBERGLASS WITNESS POST.
 CJ1435
 CJ1435                          STATION RECOVERY (2005)
 CJ1435
 CJ1435'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CJ1435'STATION IS LOCATED ON KIAWAH ISLAND, 12.0 MILES SOUTH  SOUTHWEST OF
 CJ1435'CHARLESTON.  OWNERSHIP--NORM SHEA, DIRECTOR, LAKES MANAGEMENT, KIAWAH
 CJ1435'ISLAND COMMUNITY  ASSOCIATION, 20 KESTREL COURT, KIAWAH ISLAND, SC
 CJ1435'29455-5657, PHONE 843-768-2315 OFFICE,  843-768-0298 FAX, 843-708-3608
 CJ1435'MOBILE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171
 CJ1435'(FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES ISLAND, GO WEST
 CJ1435'SOUTHWEST ON HIGHWAY 700 FOR 7.2 MILES TO  THE JUNCTION OF STATE ROAD
 CJ1435'20 (MAIN ROAD), TURN LEFT ON ROAD 20 FOR 10.4 MILES TO THE  JUNCTION
 CJ1435'ENTRANCE TO KIAWAH ISLAND (KIAWAH ISLAND PARKWAY), TURN LEFT ON THE
 CJ1435'ENTRANCE  ROAD FOR 2.05 MILES TO THE GUARD GATE AT THE ENTRANCE TO
 CJ1435'KIAWAH ISLAND, CONTINUE ON  KIAWAH ISLAND PARKWAY FOR 2.5 MILES TO A
 CJ1435'GUARD GATE AND THE JUNCTION OF GOVERNORS  DRIVE, TURN RIGHT ON
 CJ1435'GOVERNORS DRIVE FOR 3.55 MILES TO THE JUNCTION OF A FLYWAY ROAD  RIGHT
 CJ1435'AND OCEAN COURSE DRIVE AHEAD, CONTINUE ON OCEAN COURSE ROAD FOR 2.05
 CJ1435'MILES  TO THE ENTRANCE DRIVE TO OCEAN COURSE GOLF CLUB RIGHT, A GATED
 CJ1435'SAND ROAD LEFT AND  A SAND ROAD AHEAD LEADING TO THE GOLF COURSE
 CJ1435'GROUNDS KEEPING FACILITY, CONTINUE ON  THE SAND ROAD FOR 0.1 MILE TO A
 CJ1435'FENCED PARKING LOT, CONTINUE THROUGH THE PARKING  LOT FOR 0.1 MILE TO
 CJ1435'THE GOLF COURSE CART PATH, TURN LEFT ON THE PATH THROUGH A SAND
 CJ1435'BUNKER WITH PALMETTO TREES FOR 1.25 MILES TO THE 4TH GREEN AND A SAND
 CJ1435'ROAD LEFT,  TURN LEFT ON THE SAND ROD FOR 0.1 MILE TO THE END OF TRUCK
 CJ1435'TRAVEL, THEN PROCEED ON A  SAND PATH RIGHT FOR 0.1 MILE TO THE
 CJ1435'STATION. STATION IS A PIPE MARK PROJECTING 0.5 FOOT, 1.5 FEET
 CJ1435'NORTHEAST OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3565 ***********************************************************************
 AE3565  HT_MOD      -  This is a Height Modernization Survey Station.
 AE3565  SACS        -  This is a Secondary Airport Control Station.
 AE3565  DESIGNATION -  27J A
 AE3565  PID         -  AE3565
 AE3565  STATE/COUNTY-  SC/NEWBERRY
 AE3565  USGS QUAD   -  NEWBERRY WEST (1969)
 AE3565
 AE3565                         *CURRENT SURVEY CONTROL
 AE3565  ___________________________________________________________________
 AE3565* NAD 83(2001)-  34 18 32.28524(N)    081 38 20.27029(W)     ADJUSTED  
 AE3565* NAVD 88     -       167.91   (meters)     550.9    (feet)  GPS OBS   
 AE3565  ___________________________________________________________________
 AE3565  X           -     766,912.600 (meters)                     COMP
 AE3565  Y           -  -5,218,074.229 (meters)                     COMP
 AE3565  Z           -   3,574,885.356 (meters)                     COMP
 AE3565  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AE3565  ELLIP HEIGHT-         137.57  (meters)          (02/10/03) GPS OBS
 AE3565  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AE3565
 AE3565  HORZ ORDER  -  FIRST
 AE3565  ELLP ORDER  -  FOURTH    CLASS II
 AE3565
 AE3565.This mark is at Newberry Airport (27J)
 AE3565
 AE3565.The horizontal coordinates were established by GPS observations
 AE3565.and adjusted by the National Geodetic Survey in February 2003..
 AE3565
 AE3565.The orthometric height was determined by GPS observations and a
 AE3565.high-resolution geoid model.
 AE3565
 AE3565.GPS derived orthometric heights for airport stations designated as
 AE3565.PACS or SACS are published to 2 decimal places.  This maintains
 AE3565.centimeter relative accuracy between the PACS and SACS.  It does
 AE3565.not indicate centimeter accuracy relative to other marks which are
 AE3565.part of the NAVD 88 network.
 AE3565
 AE3565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3565
 AE3565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3565
 AE3565.The ellipsoidal height was determined by GPS observations
 AE3565.and is referenced to NAD 83.
 AE3565
 AE3565.The geoid height was determined by GEOID03.
 AE3565
 AE3565;                    North         East     Units Scale Factor Converg.
 AE3565;SPC SC       -   274,723.351   550,792.885   MT  0.99985583   -0 21 15.3
 AE3565;SPC SC       -   901,323.33  1,807,063.27   iFT  0.99985583   -0 21 15.3
 AE3565;UTM  17      - 3,796,599.401   441,207.109   MT  0.99964261   -0 21 36.6
 AE3565
 AE3565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3565!SPC SC       -   0.99997840  x   0.99985583  =   0.99983424
 AE3565!UTM  17      -   0.99997840  x   0.99964261  =   0.99962102
 AE3565
 AE3565:                Primary Azimuth Mark                     Grid Az
 AE3565:SPC SC       -  NEWPORT                                  030 02 07.0
 AE3565:UTM  17      -  NEWPORT                                  030 02 28.3
 AE3565
 AE3565|---------------------------------------------------------------------|
 AE3565| PID    Reference Object                     Distance      Geod. Az  |
 AE3565|                                                           dddmmss.s |
 AE3565| EC1903 NEWPORT                             466.167 METERS 0294051.7 |
 AE3565|---------------------------------------------------------------------|
 AE3565
 AE3565                          SUPERSEDED SURVEY CONTROL
 AE3565
 AE3565  NAD 83(1986)-  34 18 32.29696(N)    081 38 20.26946(W) AD(       ) 1
 AE3565  NAD 83(1995)-  34 18 32.28526(N)    081 38 20.27020(W) AD(       ) 1
 AE3565  ELLIP H (09/29/97)  137.58   (m)                       GP(       ) 4 2
 AE3565
 AE3565.Superseded values are not recommended for survey control.
 AE3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3565.See file dsdata.txt to determine how the superseded data were derived.
 AE3565
 AE3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT4120796599(NAD 83)
 AE3565_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3565_STAMPING: 27J A 1996
 AE3565_MARK LOGO: NGS   
 AE3565_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE3565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3565+STABILITY: SURFACE MOTION
 AE3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3565+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1998
 AE3565
 AE3565  HISTORY     - Date     Condition        Report By
 AE3565  HISTORY     - 1996     MONUMENTED       NGS
 AE3565  HISTORY     - 19971126 GOOD             NGS
 AE3565  HISTORY     - 19980211 GOOD             SCGS
 AE3565
 AE3565                          STATION DESCRIPTION
 AE3565
 AE3565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DDW)
 AE3565'STATION IS LOCATED 2.6 MILES (4.2 KM) NORTHWEST OF NEWBERRY.
 AE3565'OWNERSHIP--CLAMPS AERO SERVICE, TODD CLAMP, 1139 AIRPORT ROAD,
 AE3565'NEWBERRY, SC 29108, PHONE 803-321-9046.  TO REACH THE STATION FROM THE
 AE3565'JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 121 (EXIT 72) ,
 AE3565'3.9 MILES (6.3 KM) NORTH OF NEWBERRY, GO SOUTH SOUTHWEST ON HIGHWAY
 AE3565'121 FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF U.S.  HIGHWAY 76 (WILSON
 AE3565'ROAD) , TURN RIGHT ON HIGHWAY 76 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION
 AE3565'OF STATE ROAD 344 (AIRPORT ROAD) , TURN LEFT ON ROAD 344 FOR 0.4 MILE
 AE3565'(0.6 KM) TO THE JUNCTION OF STATE ROAD 545 (LOUIS RICH DRIVE) ,
 AE3565'CONTINUE ON ROAD 344 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE
 AE3565'RIGHT NEAR A TAXIWAY LEADING TO THE NEWBERRY MUNICIPAL AIRPORT, AT THE
 AE3565'NORTH CORNER OF A METAL-SIDED AIRPLANE SERVICE HANGAR.  STATION IS A
 AE3565'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE TAXIWAY, 216.5
 AE3565'FEET (66.0 M) EAST SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, 5.5
 AE3565'FEET (1.7 M) NORTHEAST OF THE NORTHEAST EDGE OF THE TAXIWAY, 82.1 FEET
 AE3565'(25.0 M) NORTH OF THE NORTH CORNER OF THE METAL SERVICE HANGAR, 191.0
 AE3565'FEET (58.2 M) NORTHWEST OF THE CENTER OF STATE ROAD 344, 166.6 FEET
 AE3565'(50.8 M) WEST NORTHWEST OF A POWER POLE WITH A TRANSFORMER.  THIS
 AE3565'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AE3565'DESCRIBED BY R.W.  ROBERTS.
 AE3565
 AE3565                          STATION RECOVERY (1997)
 AE3565
 AE3565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AE3565'RECOVERED AS DESCRIBED.  THIS STATION HAS BEEN SELECTED AS A SECONDARY
 AE3565'AIRPORT CONTROL STATION (SACS) FOR THIS AIRPORT.
 AE3565
 AE3565                          STATION RECOVERY (1998)
 AE3565
 AE3565'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AE3565'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0332 ***********************************************************************
 DD0332  DESIGNATION -  28
 DD0332  PID         -  DD0332
 DD0332  STATE/COUNTY-  SC/GEORGETOWN
 DD0332  USGS QUAD   -  SANTEE (1973)
 DD0332
 DD0332                         *CURRENT SURVEY CONTROL
 DD0332  ___________________________________________________________________
 DD0332* NAD 83(1986)-  33 14 09.     (N)    079 22 33.     (W)     SCALED    
 DD0332* NAVD 88     -         9.712  (meters)      31.86   (feet)  POSTED    
 DD0332  ___________________________________________________________________
 DD0332  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD0332  DYNAMIC HT  -           9.700 (meters)      31.82  (feet)  COMP
 DD0332  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DD0332
 DD0332  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DD0332
 DD0332.The horizontal coordinates were scaled from a topographic map and have
 DD0332.an estimated accuracy of +/- 6 seconds.
 DD0332
 DD0332.The orthometric height was determined by differential leveling
 DD0332.and adjusted by the National Geodetic Survey in 1992..
 DD0332.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DD0332.rate of 2.1 thru 3.0 mm/km.
 DD0332
 DD0332.The geoid height was determined by GEOID03.
 DD0332
 DD0332.The dynamic height is computed by dividing the NAVD 88
 DD0332.geopotential number by the normal gravity value computed on the
 DD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0332.degrees latitude (g = 980.6199 gals.).
 DD0332
 DD0332.The modeled gravity was interpolated from observed gravity values.
 DD0332
 DD0332;                    North         East    Units  Estimated Accuracy
 DD0332;SPC SC       -   156,720.      760,950.      MT  (+/- 180 meters Scaled)
 DD0332
 DD0332                          SUPERSEDED SURVEY CONTROL
 DD0332
 DD0332  NGVD 29 (??/??/92)    9.995  (m)           32.79   (f) ADJ UNCH    1 2
 DD0332
 DD0332.Superseded values are not recommended for survey control.
 DD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0332.See file dsdata.txt to determine how the superseded data were derived.
 DD0332
 DD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS513786(NAD 83)
 DD0332_MARKER: N = NAIL
 DD0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0332_SP_SET: TREE
 DD0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0332
 DD0332  HISTORY     - Date     Condition        Report By
 DD0332  HISTORY     - UNK      MONUMENTED       SCGS
 DD0332  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0332  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DD0332
 DD0332                          STATION DESCRIPTION
 DD0332
 DD0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0332'11.3 MI SW FROM GEORGETOWN.
 DD0332'11.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 701 FROM FRONT STREET AT
 DD0332'GEORGETOWN, GEORGETOWN COUNTY, DIRECTLY ACROSS THE HIGHWAY FROM
 DD0332'AN UNPAINTED HOUSE, 55 FEET EAST OF THE CENTERLINE OF THE
 DD0332'HIGHWAY, 46 FEET SOUTHEAST OF A TRIANGULAR BLAZE IN A LONG-LEAF
 DD0332'PINE TREE, IN A BLAZE ON THE WEST SIDE OF A 16-INCH PINE TREE, AND
 DD0332'WITNESSED BY A WOODEN ARROW.  A NAIL.
 DD0332
 DD0332                          STATION RECOVERY (2004)
 DD0332
 DD0332'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD0332'SEARCHED E SIDE OF US 17.  NO SIGN OF BLAZED PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1622 ***********************************************************************
 CK1622  DESIGNATION -  28
 CK1622  PID         -  CK1622
 CK1622  STATE/COUNTY-  SC/COLLETON
 CK1622  USGS QUAD   -  HENDERSONVILLE (1988)
 CK1622
 CK1622                         *CURRENT SURVEY CONTROL
 CK1622  ___________________________________________________________________
 CK1622* NAD 83(1986)-  32 47 18.     (N)    080 37 51.     (W)     SCALED    
 CK1622* NAVD 88     -         8.329  (meters)      27.33   (feet)  POSTED    
 CK1622  ___________________________________________________________________
 CK1622  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK1622  DYNAMIC HT  -           8.320 (meters)      27.30  (feet)  COMP
 CK1622  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 CK1622
 CK1622  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CK1622
 CK1622.The horizontal coordinates were scaled from a topographic map and have
 CK1622.an estimated accuracy of +/- 6 seconds.
 CK1622
 CK1622.The orthometric height was determined by differential leveling
 CK1622.and adjusted by the National Geodetic Survey in 1992..
 CK1622.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CK1622.rate of 1.1 thru 2.0 mm/km.
 CK1622
 CK1622.The geoid height was determined by GEOID03.
 CK1622
 CK1622.The dynamic height is computed by dividing the NAVD 88
 CK1622.geopotential number by the normal gravity value computed on the
 CK1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1622.degrees latitude (g = 980.6199 gals.).
 CK1622
 CK1622.The modeled gravity was interpolated from observed gravity values.
 CK1622
 CK1622;                    North         East    Units  Estimated Accuracy
 CK1622;SPC SC       -   105,970.      644,180.      MT  (+/- 180 meters Scaled)
 CK1622
 CK1622                          SUPERSEDED SURVEY CONTROL
 CK1622
 CK1622  NGVD 29 (??/??/92)    8.635  (m)           28.33   (f) ADJ UNCH    2 0
 CK1622
 CK1622.Superseded values are not recommended for survey control.
 CK1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1622.See file dsdata.txt to determine how the superseded data were derived.
 CK1622
 CK1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS345278(NAD 83)
 CK1622_MARKER: P = PIPE CAP
 CK1622_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1622_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1622_STAMPING: 28.346
 CK1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1622
 CK1622  HISTORY     - Date     Condition        Report By
 CK1622  HISTORY     - UNK      MONUMENTED       USGS
 CK1622  HISTORY     - 1958     POOR             NGS
 CK1622
 CK1622                          STATION DESCRIPTION
 CK1622
 CK1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CK1622'NEAR RITTER.
 CK1622'ABOUT 4.2 MILES NWLY ALONG THE ATLANTIC COAST LINE (WALTERBORO
 CK1622'BRANCH) FROM THE STATION AT GREEN POND, AN ESTIMATED 0.15 MILE
 CK1622'S OF THE CROSSROADS OF TWO PAVED ROADS THRU THE SETTLEMENT OF
 CK1622'RITTER, ABOUT 41 YARDS S OF THE CENTER OF THE RAILROAD CROSSING,
 CK1622'71 FEET WSW OF CENTER LINE OF THE RAILROAD MAIN LINE, 29 FEET
 CK1622'WSW OF CENTER LINE OF AN EARTH ROAD, 38 FEET SE OF CENTER LINE
 CK1622'OF ANOTHER COUNTY ROAD PAVED, AND PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4023 ***********************************************************************
 AA4023  DESIGNATION -  28 001
 AA4023  PID         -  AA4023
 AA4023  STATE/COUNTY-  SC/KERSHAW
 AA4023  USGS QUAD   -  CAMDEN NORTH (1988)
 AA4023
 AA4023                         *CURRENT SURVEY CONTROL
 AA4023  ___________________________________________________________________
 AA4023* NAD 83(1986)-  34 15 23.     (N)    080 36 10.     (W)     SCALED    
 AA4023* NAVD 88     -        68.961  (meters)     226.25   (feet)  ADJUSTED  
 AA4023  ___________________________________________________________________
 AA4023  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AA4023  DYNAMIC HT  -          68.894 (meters)     226.03  (feet)  COMP
 AA4023  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 AA4023
 AA4023  VERT ORDER  -  FIRST     CLASS II
 AA4023
 AA4023.The horizontal coordinates were scaled from a topographic map and have
 AA4023.an estimated accuracy of +/- 6 seconds.
 AA4023
 AA4023.The orthometric height was determined by differential leveling
 AA4023.and adjusted by the National Geodetic Survey in September 1998..
 AA4023
 AA4023.The geoid height was determined by GEOID03.
 AA4023
 AA4023.The dynamic height is computed by dividing the NAVD 88
 AA4023.geopotential number by the normal gravity value computed on the
 AA4023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4023.degrees latitude (g = 980.6199 gals.).
 AA4023
 AA4023.The modeled gravity was interpolated from observed gravity values.
 AA4023
 AA4023;                    North         East    Units  Estimated Accuracy
 AA4023;SPC SC       -   268,780.      646,180.      MT  (+/- 180 meters Scaled)
 AA4023
 AA4023                          SUPERSEDED SURVEY CONTROL
 AA4023
 AA4023.No superseded survey control is available for this station.
 AA4023
 AA4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT365906(NAD 83)
 AA4023_MARKER: DD = SURVEY DISK
 AA4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4023_STAMPING: 28 001 1993
 AA4023_MARK LOGO: SCGS  
 AA4023_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4023+STABILITY: SURFACE MOTION
 AA4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4023+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 AA4023
 AA4023  HISTORY     - Date     Condition        Report By
 AA4023  HISTORY     - 1993     MONUMENTED       SCGS
 AA4023  HISTORY     - 19990415 GOOD             SCGS
 AA4023
 AA4023                          STATION DESCRIPTION
 AA4023
 AA4023'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4023'STATION IS LOCATED IN CAMDEN. OWNERSHIP--CITY OF CAMDEN. TO REACH THE
 AA4023'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1, 521, 601 AND STATE
 AA4023'HIGHWAY 34 (BROAD AND MARKET STREETS) IN CAMDEN, GO NORTH ON HIGHWAYS
 AA4023'521 AND 601 FOR 0.7 MILE (1.1 KM) TO A CROSS STREET (CHESTNUT STREET)
 AA4023', TURN RIGHT ON CHESTNUT STREET FOR 0.25 MILE (0.40 KM) TO A CROSS
 AA4023'STREET (LYTTLETON STREET) AND THE STATION NEAR A MOUNTED CANNON AT THE
 AA4023'CENTER OF A PARK (RECTORY SQUARE) IN THE SOUTHEAST ANGLE OF THE
 AA4023'STREETS. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 32.7 FEET
 AA4023'(10.0 M) EAST NORTHEAST OF A SECURITY LIGHT POLE, 18.5 FEET (5.6 M)
 AA4023'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE CANNON
 AA4023'MONUMENT, 30.7 FEET (9.4 M) NORTH NORTHEAST OF THE CONCRETE SUPPORT
 AA4023'LABELED (BRIG. GEN. JAMES CHESTNUT 1815, 1885) SURROUNDING THE
 AA4023'FOUNTAIN, 80.5 FEET (24.5 M) NORTHWEST OF A 1.3-FOOT CEDAR TREE WITH A
 AA4023'SCGS REFERENCE WASHER ATTACHED. DESCRIBED BY C.E. GEOGHEGAN.
 AA4023
 AA4023                          STATION RECOVERY (1999)
 AA4023
 AA4023'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4023'STATION IS LOCATED IN CAMDEN.  OWNERSHIP--CITY OF CAMDEN.  TO REACH
 AA4023'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 521, 601 (BROAD
 AA4023'STREET) AND 1, 601 AND STATE HIGHWAY 34 (DEKALB STREET) IN CAMDEN, GO
 AA4023'NORTH ON HIGHWAYS 521 AND 601 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF
 AA4023'CHESTNUT STREET, TURN RIGHT ON CHESTNUT STREET FOR 0.25 MILE (0.40 KM)
 AA4023'TO THE JUNCTION OF LYTTLETON STREET , CONTINUE ON CHESTNUT STREET FOR
 AA4023'0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A MOUNTED CANNON
 AA4023'AT THE CENTER OF A PARK (RECTORY SQUARE) .  STATION IS CONCRETE POST
 AA4023'FLUSH WITH THE GROUND, 32.5 FEET (9.9 M) EAST NORTHEAST OF A SECURITY
 AA4023'LIGHT POLE, 18.5 FEET (5.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AA4023'BASE OF THE CANNON MONUMENT, 30.7 FEET (9.4 M) NORTH NORTHEAST OF THE
 AA4023'CONCRETE PILLAR LABELED (BRIG.  GEN JAMES CHESTNUT 1815, 1885) OF THE
 AA4023'FOUNTAIN, 80.5 FEET (24.5 M) NORTHWEST OF A 1.5-FOOT CEDAR TREE WITH A
 AA4023'SCGS REFERENCE WASHER ATTACHED.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4020 ***********************************************************************
 AA4020  DESIGNATION -  28 003
 AA4020  PID         -  AA4020
 AA4020  STATE/COUNTY-  SC/KERSHAW
 AA4020  USGS QUAD   -  CAMDEN NORTH (1988)
 AA4020
 AA4020                         *CURRENT SURVEY CONTROL
 AA4020  ___________________________________________________________________
 AA4020* NAD 83(1986)-  34 16 08.     (N)    080 36 24.     (W)     SCALED    
 AA4020* NAVD 88     -        76.863  (meters)     252.17   (feet)  ADJUSTED  
 AA4020  ___________________________________________________________________
 AA4020  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AA4020  DYNAMIC HT  -          76.787 (meters)     251.93  (feet)  COMP
 AA4020  MODELED GRAV-     979,657.3   (mgal)                       NAVD 88
 AA4020
 AA4020  VERT ORDER  -  FIRST     CLASS II
 AA4020
 AA4020.The horizontal coordinates were scaled from a topographic map and have
 AA4020.an estimated accuracy of +/- 6 seconds.
 AA4020
 AA4020.The orthometric height was determined by differential leveling
 AA4020.and adjusted by the National Geodetic Survey in September 1998..
 AA4020
 AA4020.The geoid height was determined by GEOID03.
 AA4020
 AA4020.The dynamic height is computed by dividing the NAVD 88
 AA4020.geopotential number by the normal gravity value computed on the
 AA4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4020.degrees latitude (g = 980.6199 gals.).
 AA4020
 AA4020.The modeled gravity was interpolated from observed gravity values.
 AA4020
 AA4020;                    North         East    Units  Estimated Accuracy
 AA4020;SPC SC       -   270,170.      645,820.      MT  (+/- 180 meters Scaled)
 AA4020
 AA4020                          SUPERSEDED SURVEY CONTROL
 AA4020
 AA4020.No superseded survey control is available for this station.
 AA4020
 AA4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT362920(NAD 83)
 AA4020_MARKER: DD = SURVEY DISK
 AA4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4020_STAMPING: 28 003 1993
 AA4020_MARK LOGO: SCGS  
 AA4020_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4020+STABILITY: SURFACE MOTION
 AA4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4020+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 AA4020
 AA4020  HISTORY     - Date     Condition        Report By
 AA4020  HISTORY     - 1993     MONUMENTED       SCGS
 AA4020  HISTORY     - 19990415 GOOD             SCGS
 AA4020
 AA4020                          STATION DESCRIPTION
 AA4020
 AA4020'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4020'STATION IS LOCATED IN CAMDEN. OWNERSHIP--J.L. TRUESDELL, 328 DICEY
 AA4020'FORD ROAD, CAMDEN, SC 29020, PHONE 803-432-2080. TO REACH THE STATION
 AA4020'FROM THE JUNCTION OF U.S. HIGHWAYS 521, 601 (BROAD STREET) AND STATE
 AA4020'HIGHWAY 97, 2.1 MILES (3.4 KM) NORTH OF CAMDEN, GO SOUTH SOUTHWEST ON
 AA4020'HIGHWAYS 521 AND 601 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE
 AA4020'ROAD 35 (LYTTLETON STREET), TURN LEFT ON ROAD 35 FOR 0.2 MILE (0.3 KM)
 AA4020'TO THE STATION NEAR THE SOUTH SOUTHWEST CORNER OF A BRICK HOUSE IN THE
 AA4020'NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 132 (DICEY FORD ROAD).
 AA4020'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA4020'ROADS, 56.0 FEET (17.1 M) NORTHEAST OF THE POWER POLE WITH TWO GUY
 AA4020'WIRES AND A CABLE SUSPENDING A TRAFFIC LIGHT, 62.3 FEET (19.0 M) SOUTH
 AA4020'OF THE CENTER OF ROAD 132, 72.5 FEET (22.1 M) EAST NORTHEAST OF THE
 AA4020'CENTER OF ROAD 35, 5.6 FEET (1.7 M) SOUTH SOUTHWEST OF THE SOUTH
 AA4020'SOUTHWEST CORNER OF THE HOUSE NUMBER 328. DESCRIBED BY C.E. GEOGHEGAN.
 AA4020
 AA4020                          STATION RECOVERY (1999)
 AA4020
 AA4020'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4020'STATION IS LOCATED 1.6 MILES (2.6 KM) NORTH OF CAMDEN.
 AA4020'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA4020'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA4020'JUNCTION OF U.S.  HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY
 AA4020'97, 2.1 MILES (3.4 KM) NORTH OF CAMDEN, GO SOUTH ON HIGHWAYS 521 AND
 AA4020'601 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE ROAD 35
 AA4020'(LYTTLETON STREET) , TURN LEFT ON ROAD 35 FOR 0.2 MILE (0.3 KM) TO THE
 AA4020'STATION NEAR THE SOUTHWEST CORNER OF A BRICK HOUSE IN THE NORTHEAST
 AA4020'ANGLE OF THE JUNCTION OF STATE ROAD 132 (DICEY FORD ROAD) .  STATION
 AA4020'IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 70.2
 AA4020'FEET (21.4 M) EAST NORTHEAST OF THE CENTER OF ROAD 35, 62.8 FEET (19.1
 AA4020'M) NORTH OF THE CENTER OF ROAD 132, 55.9 FEET (17.0 M) NORTHEAST OF A
 AA4020'POWER POLE WITH TWO GUY WIRES, A SECURITY LIGHT AND A CABLE SUSPENDING
 AA4020'A TRAFFIC SIGNAL, 5.6 FEET (1.7 M) SOUTH SOUTHWEST OF THE SOUTHWEST
 AA4020'CORNER OF HOUSE NUMBER 328.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4022 ***********************************************************************
 AA4022  DESIGNATION -  28 003 X
 AA4022  PID         -  AA4022
 AA4022  STATE/COUNTY-  SC/KERSHAW
 AA4022  USGS QUAD   -  CAMDEN NORTH (1988)
 AA4022
 AA4022                         *CURRENT SURVEY CONTROL
 AA4022  ___________________________________________________________________
 AA4022* NAD 83(1986)-  34 15 45.     (N)    080 36 18.     (W)     SCALED    
 AA4022* NAVD 88     -        73.345  (meters)     240.63   (feet)  ADJUSTED  
 AA4022  ___________________________________________________________________
 AA4022  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AA4022  DYNAMIC HT  -          73.273 (meters)     240.40  (feet)  COMP
 AA4022  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 AA4022
 AA4022  VERT ORDER  -  FIRST     CLASS II
 AA4022
 AA4022.The horizontal coordinates were scaled from a topographic map and have
 AA4022.an estimated accuracy of +/- 6 seconds.
 AA4022
 AA4022.The orthometric height was determined by differential leveling
 AA4022.and adjusted by the National Geodetic Survey in September 1998..
 AA4022
 AA4022.The geoid height was determined by GEOID03.
 AA4022
 AA4022.The dynamic height is computed by dividing the NAVD 88
 AA4022.geopotential number by the normal gravity value computed on the
 AA4022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4022.degrees latitude (g = 980.6199 gals.).
 AA4022
 AA4022.The modeled gravity was interpolated from observed gravity values.
 AA4022
 AA4022;                    North         East    Units  Estimated Accuracy
 AA4022;SPC SC       -   269,460.      645,970.      MT  (+/- 180 meters Scaled)
 AA4022
 AA4022                          SUPERSEDED SURVEY CONTROL
 AA4022
 AA4022.No superseded survey control is available for this station.
 AA4022
 AA4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT363913(NAD 83)
 AA4022_MARKER: DD = SURVEY DISK
 AA4022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4022_STAMPING: 28 003 X 1993
 AA4022_MARK LOGO: SCGS  
 AA4022_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4022+STABILITY: SURFACE MOTION
 AA4022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4022+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1999
 AA4022
 AA4022  HISTORY     - Date     Condition        Report By
 AA4022  HISTORY     - 1993     MONUMENTED       SCGS
 AA4022  HISTORY     - 19990419 GOOD             SCGS
 AA4022
 AA4022                          STATION DESCRIPTION
 AA4022
 AA4022'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4022'STATION IS LOCATED IN CAMDEN. OWNERSHIP--ALTON T. HOLLAND, 1917
 AA4022'LYTTLETON STREET, CAMDEN, SC 29020, PHONE 803-432-3885. TO REACH THE
 AA4022'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1, 521, 601 AND STATE
 AA4022'HIGHWAY 34 (BROAD AND MARKET STREETS) IN CAMDEN, GO NORTH ON HIGHWAYS
 AA4022'521 AND 601 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 751
 AA4022'(PINE STREET), TURN RIGHT ON ROAD 751 FOR 0.25 MILE (0.40 KM) TO A
 AA4022'T-STREET (LYTTLETON STREET), TURN LEFT ON LYTTLETON STREET FOR 0.2
 AA4022'MILE (0.3 KM) TO THE STATION ON THE LEFT INSIDE OF A HORSESHOE
 AA4022'DRIVEWAY TO A TWO STORY BRICK HOUSE (PAINTED WHITE). STATION IS A
 AA4022'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE
 AA4022'STREET, 50.4 FEET (15.4 M) WEST OF THE CENTER OF THE STREET, 72.5 FEET
 AA4022'(22.1 M) SOUTH OF THE CENTER OF SHANNON COURT, 42.6 FEET (13.0 M)
 AA4022'SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 42.9 FEET (13.1 M)
 AA4022'NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 35.6 FEET (10.9 M)
 AA4022'SOUTHWEST OF A 1.2-FOOT LIVE OAK TREE, 25.3 FEET (7.7 M) WEST
 AA4022'NORTHWEST OF A 2.3-FOOT OAK TREE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4022
 AA4022                          STATION RECOVERY (1999)
 AA4022
 AA4022'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4022'STATION IS LOCATED IN CAMDEN.  OWNERSHIP--ALTON T.  HOLLAND, 1917
 AA4022'LYTTLETON STREET, CAMDEN, SC 29020, PHONE 803-432-3885.  TO REACH THE
 AA4022'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 521, 601 (BROAD STREET)
 AA4022'AND 1, 601 AND STATE HIGHWAY 34 (DEKALB STREET) IN CAMDEN, GO NORTH ON
 AA4022'HIGHWAYS 521 AND 601 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE
 AA4022'ROAD 751 (PINE STREET) , TURN RIGHT ON ROAD 751 FOR 0.25 MILE (0.40
 AA4022'KM) TO A T-STREET (LYTTLETON STREET) , TURN LEFT ON LYTTLETON STREET
 AA4022'FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE LEFT INSIDE OF A HORSESHOE
 AA4022'DRIVEWAY TO A TWO-STORY BRICK HOUSE (PAINTED WHITE) . STATION IS
 AA4022'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.5 FEET (0.5 M) ABOVE
 AA4022'THE ROAD, 51.0 FEET (15.5 M) WEST OF THE CENTER OF THE ROAD, 73.0 FEET
 AA4022'(22.3 M) NORTH OF THE CENTER OF SHANNON COURT, 42.7 FEET (13.0 M)
 AA4022'SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 43.0 FEET (13.1 M)
 AA4022'NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 35.5 FEET (10.8 M)
 AA4022'SOUTHWEST OF A 1.2-FOOT OAK TREE, 5.4 FEET (1.6 M) EAST OF THE WEST
 AA4022'EDGE OF A BRICK CURB AROUND THE DRIVEWAY.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4018 ***********************************************************************
 AA4018  DESIGNATION -  28 004
 AA4018  PID         -  AA4018
 AA4018  STATE/COUNTY-  SC/KERSHAW
 AA4018  USGS QUAD   -  CAMDEN NORTH (1988)
 AA4018
 AA4018                         *CURRENT SURVEY CONTROL
 AA4018  ___________________________________________________________________
 AA4018* NAD 83(2001)-  34 18 00.85476(N)    080 36 40.94680(W)     ADJUSTED  
 AA4018* NAVD 88     -        92.613  (meters)     303.85   (feet)  ADJUSTED  
 AA4018  ___________________________________________________________________
 AA4018  X           -     860,448.327 (meters)                     COMP
 AA4018  Y           -  -5,203,958.074 (meters)                     COMP
 AA4018  Z           -   3,574,042.610 (meters)                     COMP
 AA4018  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AA4018  ELLIP HEIGHT-          61.77  (meters)          (03/13/03) GPS OBS
 AA4018  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 AA4018  DYNAMIC HT  -          92.523 (meters)     303.55  (feet)  COMP
 AA4018  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 AA4018
 AA4018  HORZ ORDER  -  FIRST
 AA4018  VERT ORDER  -  FIRST     CLASS II
 AA4018  ELLP ORDER  -  FOURTH    CLASS II
 AA4018
 AA4018.The horizontal coordinates were established by GPS observations
 AA4018.and adjusted by the National Geodetic Survey in March 2003..
 AA4018
 AA4018.The orthometric height was determined by differential leveling
 AA4018.and adjusted by the National Geodetic Survey in September 1998..
 AA4018
 AA4018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4018
 AA4018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4018
 AA4018.The ellipsoidal height was determined by GPS observations
 AA4018.and is referenced to NAD 83.
 AA4018
 AA4018.The geoid height was determined by GEOID03.
 AA4018
 AA4018.The dynamic height is computed by dividing the NAVD 88
 AA4018.geopotential number by the normal gravity value computed on the
 AA4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4018.degrees latitude (g = 980.6199 gals.).
 AA4018
 AA4018.The modeled gravity was interpolated from observed gravity values.
 AA4018
 AA4018;                    North         East     Units Scale Factor Converg.
 AA4018;SPC SC       -   273,640.478   645,371.009   MT  0.99985414   +0 12 55.6
 AA4018;SPC SC       -   897,770.60  2,117,358.95   iFT  0.99985414   +0 12 55.6
 AA4018;UTM  17      - 3,795,514.871   535,762.102   MT  0.99961576   +0 13 08.4
 AA4018
 AA4018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4018!SPC SC       -   0.99999030  x   0.99985414  =   0.99984444
 AA4018!UTM  17      -   0.99999030  x   0.99961576  =   0.99960607
 AA4018
 AA4018:                Primary Azimuth Mark                     Grid Az
 AA4018:SPC SC       -  28 005                                   017 37 46.1
 AA4018:UTM  17      -  28 005                                   017 37 33.3
 AA4018
 AA4018|---------------------------------------------------------------------|
 AA4018| PID    Reference Object                     Distance      Geod. Az  |
 AA4018|                                                           dddmmss.s |
 AA4018| AA4017 28 005                              APPROX. 1.2 KM 0175041.7 |
 AA4018|---------------------------------------------------------------------|
 AA4018
 AA4018                          SUPERSEDED SURVEY CONTROL
 AA4018
 AA4018  NAD 83(1986)-  34 18 00.86990(N)    080 36 40.94779(W) AD(       ) 1
 AA4018  NAD 83(1995)-  34 18 00.85476(N)    080 36 40.94670(W) AD(       ) 1
 AA4018  ELLIP H (01/10/02)   61.70   (m)                       GP(       ) 4 1
 AA4018  NAVD 88 (01/10/02)   92.61   (m)          303.8    (f) LEVELING    3  
 AA4018
 AA4018.Superseded values are not recommended for survey control.
 AA4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4018.See file dsdata.txt to determine how the superseded data were derived.
 AA4018
 AA4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3576295515(NAD 83)
 AA4018_MARKER: DD = SURVEY DISK
 AA4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4018_STAMPING: 28 004 1992
 AA4018_MARK LOGO: SCGS  
 AA4018_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4018+STABILITY: SURFACE MOTION
 AA4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4018+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 AA4018
 AA4018  HISTORY     - Date     Condition        Report By
 AA4018  HISTORY     - 1993     MONUMENTED       SCGS
 AA4018  HISTORY     - 19990414 GOOD             SCGS
 AA4018
 AA4018                          STATION DESCRIPTION
 AA4018
 AA4018'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4018'STATION IS LOCATED 3.7 MILES (6.0 KM) NORTH OF CAMDEN.
 AA4018'OWNERSHIP--DIXIE PIPELINE COMPANY, ATLANTA, GA, PHONE 404-237-4639. TO
 AA4018'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 521, 601 (BROAD
 AA4018'STREET) AND STATE HIGHWAY 97, 2.1 MILES (3.4 KM) NORTH OF CAMDEN, GO
 AA4018'NORTH ON HIGHWAYS 521 AND 601 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION
 AA4018'OF STATE ROAD 890 (CLAY ROAD), TURN LEFT ON ROAD 890 FOR 0.05 MILE
 AA4018'(0.08 KM) TO THE STATION ON THE LEFT NEAR A CONCRETE PIPELINE WARNING
 AA4018'POST. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AA4018'THE ROAD, 10.4 FEET (3.2 M) SOUTH SOUTHWEST OF THE 0.4-FOOT SQUARE
 AA4018'CONCRETE WARNING POST, 10.2 FEET (3.1 M) WEST NORTHWEST OF A POWER
 AA4018'POLE WITH A TRANSFORMER, 51.0 FEET (15.5 M) SOUTH OF THE CENTER OF THE
 AA4018'ROAD, 85.0 FEET (25.9 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF
 AA4018'THE GARAGE OF A BRICK HOUSE, 127.1 FEET (38.7 M) EAST SOUTHEAST OF THE
 AA4018'EAST END OF A 1.3-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY
 AA4018'LEADING TO THE HOUSE, 10.7 FEET (3.3 M) WEST NORTHWEST OF A WITNESS
 AA4018'POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4018
 AA4018                          STATION RECOVERY (1999)
 AA4018
 AA4018'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4018'STATION IS LOCATED 3.7 MILES (6.0 KM) NORTH OF CAMDEN.
 AA4018'OWNERSHIP--DIXIE PIPELINE COMPANY, ATLANTA, GA, PHONE 404-237-4639. TO
 AA4018'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 521, 601 (BROAD
 AA4018'STREET) AND STATE HIGHWAY 97, 2.1 MILES (3.4 KM) NORTH OF CAMDEN, GO
 AA4018'NORTH ON HIGHWAYS 521 AND 601 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION
 AA4018'OF STATE ROAD 890 (CLAY ROAD) , TURN LEFT ON ROAD 890 FOR 0.05 MILE
 AA4018'(0.08 KM) TO THE STATION ON THE LEFT NEAR A CONCRETE PIPELINE WARNING
 AA4018'POST.  STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL
 AA4018'WITH THE ROAD, 51.2 FEET (15.6 M) SOUTH OF THE CENTER OF THE ROAD,
 AA4018'10.2 FEET (3.1 M) SOUTH SOUTHWEST OF THE 0.4-FOOT SQUARE CONCRETE
 AA4018'WARNING POST, 10.2 FEET (3.1 M) WEST NORTHWEST OF A POWER POLE WITH
 AA4018'TRANSFORMER, 84.7 FEET (25.8 M) NORTH NORTHEAST OF THE NORTHEAST
 AA4018'CORNER OF THE GARAGE OF A BRICK HOUSE NUMBER 301, 121.6 FEET (37.1 M)
 AA4018'EAST SOUTHEAST OF THE EAST END OF A 1.4-FOOT CONCRETE PIPE CULVERT
 AA4018'BENEATH THE DRIVEWAY LEADING TO HOUSE NUMBER 301, 10.6 FEET (3.2 M)
 AA4018'WEST NORTHWEST OF A WITNESS POST.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4017 ***********************************************************************
 AA4017  DESIGNATION -  28 005
 AA4017  PID         -  AA4017
 AA4017  STATE/COUNTY-  SC/KERSHAW
 AA4017  USGS QUAD   -  CAMDEN NORTH (1988)
 AA4017
 AA4017                         *CURRENT SURVEY CONTROL
 AA4017  ___________________________________________________________________
 AA4017* NAD 83(2001)-  34 18 37.36231(N)    080 36 26.78314(W)     ADJUSTED  
 AA4017* NAVD 88     -        83.417  (meters)     273.68   (feet)  ADJUSTED  
 AA4017  ___________________________________________________________________
 AA4017  X           -     860,700.962 (meters)                     COMP
 AA4017  Y           -  -5,203,265.991 (meters)                     COMP
 AA4017  Z           -   3,574,966.684 (meters)                     COMP
 AA4017  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AA4017  ELLIP HEIGHT-          52.60  (meters)          (03/13/03) GPS OBS
 AA4017  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 AA4017  DYNAMIC HT  -          83.336 (meters)     273.41  (feet)  COMP
 AA4017  MODELED GRAV-     979,660.6   (mgal)                       NAVD 88
 AA4017
 AA4017  HORZ ORDER  -  FIRST
 AA4017  VERT ORDER  -  FIRST     CLASS II
 AA4017  ELLP ORDER  -  FOURTH    CLASS II
 AA4017
 AA4017.The horizontal coordinates were established by GPS observations
 AA4017.and adjusted by the National Geodetic Survey in March 2003..
 AA4017
 AA4017.The orthometric height was determined by differential leveling
 AA4017.and adjusted by the National Geodetic Survey in September 1998..
 AA4017
 AA4017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4017
 AA4017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4017
 AA4017.The ellipsoidal height was determined by GPS observations
 AA4017.and is referenced to NAD 83.
 AA4017
 AA4017.The geoid height was determined by GEOID03.
 AA4017
 AA4017.The dynamic height is computed by dividing the NAVD 88
 AA4017.geopotential number by the normal gravity value computed on the
 AA4017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4017.degrees latitude (g = 980.6199 gals.).
 AA4017
 AA4017.The modeled gravity was interpolated from observed gravity values.
 AA4017
 AA4017;                    North         East     Units Scale Factor Converg.
 AA4017;SPC SC       -   274,766.594   645,728.871   MT  0.99985610   +0 13 03.5
 AA4017;SPC SC       -   901,465.20  2,118,533.04   iFT  0.99985610   +0 13 03.5
 AA4017;UTM  17      - 3,796,640.740   536,119.808   MT  0.99961608   +0 13 16.6
 AA4017
 AA4017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4017!SPC SC       -   0.99999174  x   0.99985610  =   0.99984784
 AA4017!UTM  17      -   0.99999174  x   0.99961608  =   0.99960783
 AA4017
 AA4017:                Primary Azimuth Mark                     Grid Az
 AA4017:SPC SC       -  28 006                                   015 16 33.0
 AA4017:UTM  17      -  28 006                                   015 16 19.9
 AA4017
 AA4017|---------------------------------------------------------------------|
 AA4017| PID    Reference Object                     Distance      Geod. Az  |
 AA4017|                                                           dddmmss.s |
 AA4017| AA4016 28 006                              APPROX. 1.8 KM 0152936.5 |
 AA4017| AA4018 28 004                              APPROX. 1.2 KM 1975049.6 |
 AA4017|---------------------------------------------------------------------|
 AA4017
 AA4017                          SUPERSEDED SURVEY CONTROL
 AA4017
 AA4017  NAD 83(1986)-  34 18 37.37757(N)    080 36 26.78435(W) AD(       ) 1
 AA4017  NAD 83(1995)-  34 18 37.36239(N)    080 36 26.78310(W) AD(       ) 1
 AA4017  ELLIP H (01/10/02)   52.51   (m)                       GP(       ) 4 1
 AA4017  NAVD 88 (01/10/02)   83.42   (m)          273.7    (f) LEVELING    3  
 AA4017
 AA4017.Superseded values are not recommended for survey control.
 AA4017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4017.See file dsdata.txt to determine how the superseded data were derived.
 AA4017
 AA4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3612096641(NAD 83)
 AA4017_MARKER: DD = SURVEY DISK
 AA4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4017_STAMPING: 28 005 1993
 AA4017_MARK LOGO: SCGS  
 AA4017_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4017+STABILITY: SURFACE MOTION
 AA4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4017+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 AA4017
 AA4017  HISTORY     - Date     Condition        Report By
 AA4017  HISTORY     - 1993     MONUMENTED       SCGS
 AA4017  HISTORY     - 19990414 GOOD             SCGS
 AA4017
 AA4017                          STATION DESCRIPTION
 AA4017
 AA4017'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4017'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTH OF CAMDEN.
 AA4017'OWNERSHIP--MELVIN A. JONES, 994 BROOKDALE LANE, CAMDEN, SC 29020,
 AA4017'PHONE 803-432-7780. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA4017'HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1 MILES (3.4
 AA4017'KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR 1.7 MILES
 AA4017'(2.7 KM) TO THE JUNCTION OF STATE ROAD 890 (CLAY ROAD), CONTINUE ON
 AA4017'HIGHWAYS 521 AND 601 FOR 0.75 MILE (1.21 KM) TO A SAND ROAD RIGHT,
 AA4017'TURN RIGHT ON THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO A SAND
 AA4017'CROSSROAD, TURN RIGHT ON THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE
 AA4017'STATION ON THE LEFT NEAR A DOUBLE WATER FAUCET IN THE FRONT YARD OF A
 AA4017'BRICK HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4017'LEVEL WITH THE ROAD, 64.6 FEET (19.7 M) EAST SOUTHEAST OF THE CENTER
 AA4017'OF THE SAND ROAD, 68.3 FEET (20.8 M) SOUTH SOUTHWEST OF THE CENTER OF
 AA4017'THE DRIVEWAY, 169.8 FEET (51.8 M) WEST OF A SECURITY LIGHT POLE, 101.3
 AA4017'FEET (30.9 M) NORTHWEST OF THE WEST SOUTHWEST CORNER OF THE BRICK
 AA4017'HOUSE NUMBER 994, 96.1 FEET (29.3 M) SOUTH OF A POWER POLE WITH A
 AA4017'TRANSFORMER, 58.8 FEET (17.9 M) WEST NORTHWEST OF THE END OF THE
 AA4017'SIDEWALK LEADING TO THE FRONT DOOR OF THE HOUSE. DESCRIBED BY C.E.
 AA4017'GEOGHEGAN.
 AA4017
 AA4017                          STATION RECOVERY (1999)
 AA4017
 AA4017'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4017'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTH OF CAMDEN.
 AA4017'OWNERSHIP--MELVIN A.  JONES, 994 BROOKDALE LANE, CAMDEN, SC 29020,
 AA4017'PHONE 803-432-7780.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA4017'HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1 MILES (3.4
 AA4017'KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR 1.7 MILES
 AA4017'(2.7 KM) TO THE JUNCTION OF STATE ROAD 890 (CLAY ROAD) , CONTINUE ON
 AA4017'HIGHWAYS 521 AND 601 FOR 0.75 MILE (1.21 KM) TO A SAND ROAD RIGHT
 AA4017'(BROOKWOOD ROAD) , TURN RIGHT ON THE SAND ROAD FOR 0.05 MILE (0.08 KM)
 AA4017'TO A SAND CROSSROAD, TURN RIGHT ON THE SAND ROAD FOR 0.05 MILE (0.08
 AA4017'KM) TO THE STATION ON THE LEFT NEAR A DOUBLE WATER FAUCET IN THE FRONT
 AA4017'YARD OF A BRICK HOUSE.  STATION IS CONCRETE POST RECESSED 0.1 FOOT,
 AA4017'(3.0 CM) 64.8 FEET (19.8 M) EAST SOUTHEAST OF THE CENTER OF THE SAND
 AA4017'ROAD, 68.4 FEET (20.8 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 AA4017'DRIVEWAY, 169.8 FEET (51.8 M) WEST OF A SECURITY LIGHT POLE, 101.1
 AA4017'FEET (30.8 M) NORTHWEST OF THE WEST SOUTHWEST CORNER OF THE BRICK
 AA4017'HOUSE NUMBER 994, 96.0 FEET (29.3 M) SOUTH OF A POWER POLE WITH A
 AA4017'TRANSFORMER, 58.2 FEET (17.7 M) WEST NORTHWEST OF THE WEST END OF THE
 AA4017'SIDEWALK LEADING TO THE FRONT DOOR OF THE HOUSE, 7.5 FEET (2.3 M) EAST
 AA4017'NORTHEAST OF THE FAUCET.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4016 ***********************************************************************
 AA4016  DESIGNATION -  28 006
 AA4016  PID         -  AA4016
 AA4016  STATE/COUNTY-  SC/KERSHAW
 AA4016  USGS QUAD   -  CAMDEN NORTH (1988)
 AA4016
 AA4016                         *CURRENT SURVEY CONTROL
 AA4016  ___________________________________________________________________
 AA4016* NAD 83(2001)-  34 19 34.04235(N)    080 36 07.84484(W)     ADJUSTED  
 AA4016* NAVD 88     -        92.700  (meters)     304.13   (feet)  ADJUSTED  
 AA4016  ___________________________________________________________________
 AA4016  X           -     861,019.165 (meters)                     COMP
 AA4016  Y           -  -5,202,223.052 (meters)                     COMP
 AA4016  Z           -   3,576,414.399 (meters)                     COMP
 AA4016  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AA4016  ELLIP HEIGHT-          61.88  (meters)          (03/13/03) GPS OBS
 AA4016  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 AA4016  DYNAMIC HT  -          92.610 (meters)     303.84  (feet)  COMP
 AA4016  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 AA4016
 AA4016  HORZ ORDER  -  FIRST
 AA4016  VERT ORDER  -  FIRST     CLASS II
 AA4016  ELLP ORDER  -  FOURTH    CLASS II
 AA4016
 AA4016.The horizontal coordinates were established by GPS observations
 AA4016.and adjusted by the National Geodetic Survey in March 2003..
 AA4016
 AA4016.The orthometric height was determined by differential leveling
 AA4016.and adjusted by the National Geodetic Survey in September 1998..
 AA4016
 AA4016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4016
 AA4016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4016
 AA4016.The ellipsoidal height was determined by GPS observations
 AA4016.and is referenced to NAD 83.
 AA4016
 AA4016.The geoid height was determined by GEOID03.
 AA4016
 AA4016.The dynamic height is computed by dividing the NAVD 88
 AA4016.geopotential number by the normal gravity value computed on the
 AA4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4016.degrees latitude (g = 980.6199 gals.).
 AA4016
 AA4016.The modeled gravity was interpolated from observed gravity values.
 AA4016
 AA4016;                    North         East     Units Scale Factor Converg.
 AA4016;SPC SC       -   276,514.687   646,206.304   MT  0.99985921   +0 13 14.0
 AA4016;SPC SC       -   907,200.42  2,120,099.42   iFT  0.99985921   +0 13 14.0
 AA4016;UTM  17      - 3,798,388.442   536,597.013   MT  0.99961651   +0 13 27.6
 AA4016
 AA4016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4016!SPC SC       -   0.99999029  x   0.99985921  =   0.99984950
 AA4016!UTM  17      -   0.99999029  x   0.99961651  =   0.99960680
 AA4016
 AA4016:                Primary Azimuth Mark                     Grid Az
 AA4016:SPC SC       -  28 007                                   002 57 42.3
 AA4016:UTM  17      -  28 007                                   002 57 28.7
 AA4016
 AA4016|---------------------------------------------------------------------|
 AA4016| PID    Reference Object                     Distance      Geod. Az  |
 AA4016|                                                           dddmmss.s |
 AA4016| AA4015 28 007                              APPROX. 1.4 KM 0031056.3 |
 AA4016| AA4017 28 005                              APPROX. 1.8 KM 1952947.2 |
 AA4016|---------------------------------------------------------------------|
 AA4016
 AA4016                          SUPERSEDED SURVEY CONTROL
 AA4016
 AA4016  NAD 83(1986)-  34 19 34.05766(N)    080 36 07.84620(W) AD(       ) 1
 AA4016  NAD 83(1995)-  34 19 34.04235(N)    080 36 07.84478(W) AD(       ) 1
 AA4016  ELLIP H (01/10/02)   61.81   (m)                       GP(       ) 4 1
 AA4016  NAVD 88 (01/10/02)   92.70   (m)          304.1    (f) LEVELING    3  
 AA4016
 AA4016.Superseded values are not recommended for survey control.
 AA4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4016.See file dsdata.txt to determine how the superseded data were derived.
 AA4016
 AA4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3659798388(NAD 83)
 AA4016_MARKER: DD = SURVEY DISK
 AA4016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4016_STAMPING: 28 006 1993
 AA4016_MARK LOGO: SCGS  
 AA4016_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4016+STABILITY: SURFACE MOTION
 AA4016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4016+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 AA4016
 AA4016  HISTORY     - Date     Condition        Report By
 AA4016  HISTORY     - 1993     MONUMENTED       SCGS
 AA4016  HISTORY     - 19990414 GOOD             SCGS
 AA4016
 AA4016                          STATION DESCRIPTION
 AA4016
 AA4016'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4016'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTH OF CAMDEN.
 AA4016'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4016'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4016'OF U.S. HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1
 AA4016'MILES (3.4 KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR
 AA4016'3.5 MILES (5.6 KM) TO THE JUNCTION OF STATE ROAD 20 (LOCKHART ROAD)AND
 AA4016'THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE JUNCTION,
 AA4016'IN LINE WITH THE FRONT FACE OF A CONCRETE BLOCK BUILDING (BETWIX
 AA4016'COUNTRY STORE). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4016'2.0 FEET (0.6 M) BELOW THE HIGHWAY, 62.8 FEET (19.1 M) SOUTH OF THE
 AA4016'SOUTHWEST CORNER OF THE STORE, 45.4 FEET (13.8 M) EAST NORTHEAST OF
 AA4016'THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 94.5 FEET (28.8
 AA4016'M) NORTH NORTHWEST OF THE CENTER OF ROAD 20, 63.0 FEET (19.2 M) EAST
 AA4016'OF THE CENTER OF THE HIGHWAY, 1.8 FEET (0.5 M) WEST OF A WITNESS POST.
 AA4016'DESCRIBED BY C.E. GEOGHEGAN.
 AA4016
 AA4016                          STATION RECOVERY (1999)
 AA4016
 AA4016'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4016'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTH OF CAMDEN.
 AA4016'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA4016'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA4016'JUNCTION OF U.S.  HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY
 AA4016'97, 2.1 MILES (3.4 KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND
 AA4016'601 FOR 3.5 MILES (5.6 KM) TO THE STATION NEAR POWER POLE IN THE
 AA4016'NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 20 (LOCKHART ROAD) AND
 AA4016'IN LINE WITH THE FRONT FACE OF A CONCRETE BLOCK BUILDING (BETWIX
 AA4016'COUNTRY STORE) .  STATION IS CONCRETE POST RECESSED 0.2 FOOT (6.1 CM)
 AA4016'AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 62.9 FEET (19.2 M) EAST
 AA4016'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 94.0 FEET (28.7 M) NORTH
 AA4016'NORTHWEST OF THE CENTER OF THE ROAD, 63.0 FEET (19.2 M) SOUTH OF THE
 AA4016'SOUTHWEST CORNER OF THE CONCRETE BLOCK BUILDING, 45.2 FEET (13.8 M)
 AA4016'EAST NORTHEAST OF THE POWER POLE WITH A SCGS REFERENCE WASHER
 AA4016'ATTACHED, 1.9 FEET (0.6 M) WEST OF A WITNESS POST.  RECOVERED BY J.B.
 AA4016'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4015 ***********************************************************************
 AA4015  DESIGNATION -  28 007
 AA4015  PID         -  AA4015
 AA4015  STATE/COUNTY-  SC/KERSHAW
 AA4015  USGS QUAD   -  CAMDEN NORTH (1988)
 AA4015
 AA4015                         *CURRENT SURVEY CONTROL
 AA4015  ___________________________________________________________________
 AA4015* NAD 83(2001)-  34 20 19.55586(N)    080 36 04.79425(W)     ADJUSTED  
 AA4015* NAVD 88     -        81.570  (meters)     267.62   (feet)  ADJUSTED  
 AA4015  ___________________________________________________________________
 AA4015  X           -     860,965.438 (meters)                     COMP
 AA4015  Y           -  -5,201,420.917 (meters)                     COMP
 AA4015  Z           -   3,577,566.239 (meters)                     COMP
 AA4015  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AA4015  ELLIP HEIGHT-          50.77  (meters)          (03/13/03) GPS OBS
 AA4015  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 AA4015  DYNAMIC HT  -          81.490 (meters)     267.36  (feet)  COMP
 AA4015  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 AA4015
 AA4015  HORZ ORDER  -  FIRST
 AA4015  VERT ORDER  -  FIRST     CLASS II
 AA4015  ELLP ORDER  -  FOURTH    CLASS II
 AA4015
 AA4015.The horizontal coordinates were established by GPS observations
 AA4015.and adjusted by the National Geodetic Survey in March 2003..
 AA4015
 AA4015.The orthometric height was determined by differential leveling
 AA4015.and adjusted by the National Geodetic Survey in September 1998..
 AA4015
 AA4015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4015
 AA4015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4015
 AA4015.The ellipsoidal height was determined by GPS observations
 AA4015.and is referenced to NAD 83.
 AA4015
 AA4015.The geoid height was determined by GEOID03.
 AA4015
 AA4015.The dynamic height is computed by dividing the NAVD 88
 AA4015.geopotential number by the normal gravity value computed on the
 AA4015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4015.degrees latitude (g = 980.6199 gals.).
 AA4015
 AA4015.The modeled gravity was interpolated from observed gravity values.
 AA4015
 AA4015;                    North         East     Units Scale Factor Converg.
 AA4015;SPC SC       -   277,917.210   646,278.869   MT  0.99986176   +0 13 15.7
 AA4015;SPC SC       -   911,801.87  2,120,337.50   iFT  0.99986176   +0 13 15.7
 AA4015;UTM  17      - 3,799,790.627   536,669.466   MT  0.99961657   +0 13 29.6
 AA4015
 AA4015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4015!SPC SC       -   0.99999203  x   0.99986176  =   0.99985379
 AA4015!UTM  17      -   0.99999203  x   0.99961657  =   0.99960860
 AA4015
 AA4015:                Primary Azimuth Mark                     Grid Az
 AA4015:SPC SC       -  28 006                                   182 57 42.3
 AA4015:UTM  17      -  28 006                                   182 57 28.4
 AA4015
 AA4015|---------------------------------------------------------------------|
 AA4015| PID    Reference Object                     Distance      Geod. Az  |
 AA4015|                                                           dddmmss.s |
 AA4015| AA4016 28 006                              APPROX. 1.4 KM 1831058.0 |
 AA4015|---------------------------------------------------------------------|
 AA4015
 AA4015                          SUPERSEDED SURVEY CONTROL
 AA4015
 AA4015  NAD 83(1986)-  34 20 19.57123(N)    080 36 04.79566(W) AD(       ) 1
 AA4015  NAD 83(1995)-  34 20 19.55582(N)    080 36 04.79415(W) AD(       ) 1
 AA4015  ELLIP H (01/10/02)   50.71   (m)                       GP(       ) 4 1
 AA4015  NAVD 88 (01/10/02)   81.57   (m)          267.6    (f) LEVELING    3  
 AA4015
 AA4015.Superseded values are not recommended for survey control.
 AA4015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4015.See file dsdata.txt to determine how the superseded data were derived.
 AA4015
 AA4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3666999791(NAD 83)
 AA4015_MARKER: DD = SURVEY DISK
 AA4015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4015_STAMPING: 28 007 1993
 AA4015_MARK LOGO: SCGS  
 AA4015_PROJECTION: RECESSED 3 CENTIMETERS
 AA4015_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4015+STABILITY: SURFACE MOTION
 AA4015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4015+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 AA4015
 AA4015  HISTORY     - Date     Condition        Report By
 AA4015  HISTORY     - 1993     MONUMENTED       SCGS
 AA4015  HISTORY     - 19990414 GOOD             SCGS
 AA4015  HISTORY     - 20021007 GOOD             SCGS
 AA4015
 AA4015                          STATION DESCRIPTION
 AA4015
 AA4015'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4015'STATION IS LOCATED 6.3 MILES (10.1 KM) NORTH OF CAMDEN.
 AA4015'OWNERSHIP--HORTON COLLISION CENTER, LUGOFF, SC 29078. CONTACT-TIM
 AA4015'HORTON, PRESIDENT, PHONE 803-438-2961. TO REACH THE STATION FROM THE
 AA4015'JUNCTION OF U.S. HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY
 AA4015'97, 2.1 MILES (3.4 KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND
 AA4015'601 FOR 4.3 MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 797 (SHRINE
 AA4015'CLUB ROAD), TURN LEFT ON ROAD 797 FOR 0.15 MILE (0.24 KM) TO THE
 AA4015'STATION NEAR A FLAG POLE IN A GRASSY ISLAND IN A CUL-DE-SAC. STATION
 AA4015'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE
 AA4015'THE CIRCLE DRIVEWAY, 17.4 FEET (5.3 M) NORTH NORTHWEST OF THE FLAG
 AA4015'POLE, 65.8 FEET (20.1 M) SOUTH OF THE EAST CORNER OF THE BRICK SHRINE
 AA4015'BUILDING, 70.7 FEET (21.5 M) EAST SOUTHEAST OF THE SOUTH CORNER OF THE
 AA4015'BRICK SHRINE BUILDING, 12.4 FEET (3.8 M) SOUTH SOUTHEAST OF THE NORTH
 AA4015'NORTHWEST EDGE OF THE SOUTH SOUTHEAST CURB AROUND THE ISLAND, 99.1
 AA4015'FEET (30.2 M) NORTHEAST OF A SECURITY LIGHT POLE WITH A SCGS REFERENCE
 AA4015'WASHER ATTACHED. DESCRIBED BY C.E. GEOGHEGAN.
 AA4015
 AA4015                          STATION RECOVERY (1999)
 AA4015
 AA4015'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4015'STATION IS LOCATED 6.4 MILES (10.3 KM) NORTH OF CAMDEN.
 AA4015'OWNERSHIP--HORTON COLLISION CENTER, LUGOFF, SC 29078, TIM HORTON,
 AA4015'PRESIDENT, PHONE 803-438-2961.  TO REACH THE STATION FROM THE JUNCTION
 AA4015'OF U.S.  HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1
 AA4015'MILES (3.4 KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR
 AA4015'4.3 MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 797 (SHRINE CLUB
 AA4015'ROAD) , TURN LEFT ON ROAD 797 FOR 0.15 MILE (0.24 KM) TO THE STATION
 AA4015'NEAR A FLAG POLE IN A GRASSY CIRCULAR ISLAND IN FRONT OF THE SHRINE
 AA4015'CLUB BUILDING.  STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 AA4015'AND 0.5 FOOT (15.2 CM) ABOVE THE DRIVEWAY, 17.5 FEET (5.3 M) NORTH
 AA4015'NORTHWEST OF THE FLAG POLE, 65.9 FEET (20.1 M) SOUTH OF THE EAST
 AA4015'CORNER OF THE BUILDING, 70.5 FEET (21.5 M) EAST SOUTHEAST OF THE SOUTH
 AA4015'CORNER OF THE BUILDING, 99.2 FEET (30.2 M) NORTHEAST OF A SECURITY
 AA4015'LIGHT POLE WITH A SCGS REFERENCE WASHER ATTACHED.  RECOVERED BY J.B.
 AA4015'SMOAK.
 AA4015
 AA4015                          STATION RECOVERY (2002)
 AA4015
 AA4015'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AA4015'RECOVERED AS DESCRIBED.
 AA4015'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4014 ***********************************************************************
 AA4014  DESIGNATION -  28 008
 AA4014  PID         -  AA4014
 AA4014  STATE/COUNTY-  SC/KERSHAW
 AA4014  USGS QUAD   -  CAMDEN NORTH (1988)
 AA4014
 AA4014                         *CURRENT SURVEY CONTROL
 AA4014  ___________________________________________________________________
 AA4014* NAD 83(1986)-  34 20 47.     (N)    080 35 48.     (W)     SCALED    
 AA4014* NAVD 88     -        83.581  (meters)     274.22   (feet)  ADJUSTED  
 AA4014  ___________________________________________________________________
 AA4014  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AA4014  DYNAMIC HT  -          83.500 (meters)     273.95  (feet)  COMP
 AA4014  MODELED GRAV-     979,663.0   (mgal)                       NAVD 88
 AA4014
 AA4014  VERT ORDER  -  FIRST     CLASS II
 AA4014
 AA4014.The horizontal coordinates were scaled from a topographic map and have
 AA4014.an estimated accuracy of +/- 6 seconds.
 AA4014
 AA4014.The orthometric height was determined by differential leveling
 AA4014.and adjusted by the National Geodetic Survey in September 1998..
 AA4014
 AA4014.The geoid height was determined by GEOID03.
 AA4014
 AA4014.The dynamic height is computed by dividing the NAVD 88
 AA4014.geopotential number by the normal gravity value computed on the
 AA4014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4014.degrees latitude (g = 980.6199 gals.).
 AA4014
 AA4014.The modeled gravity was interpolated from observed gravity values.
 AA4014
 AA4014;                    North         East    Units  Estimated Accuracy
 AA4014;SPC SC       -   278,760.      646,710.      MT  (+/- 180 meters Scaled)
 AA4014
 AA4014                          SUPERSEDED SURVEY CONTROL
 AA4014
 AA4014.No superseded survey control is available for this station.
 AA4014
 AA4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU370006(NAD 83)
 AA4014_MARKER: DD = SURVEY DISK
 AA4014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4014_STAMPING: 28 008 1993
 AA4014_MARK LOGO: SCGS  
 AA4014_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4014+STABILITY: SURFACE MOTION
 AA4014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4014+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 AA4014
 AA4014  HISTORY     - Date     Condition        Report By
 AA4014  HISTORY     - 1993     MONUMENTED       SCGS
 AA4014  HISTORY     - 19990414 GOOD             SCGS
 AA4014
 AA4014                          STATION DESCRIPTION
 AA4014
 AA4014'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4014'STATION IS LOCATED 6.9 MILES (11.1 KM) NORTH OF CAMDEN.
 AA4014'OWNERSHIP--SANTEE COOPER. TO REACH THE STATION FROM THE JUNCTION OF
 AA4014'U.S. HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1 MILES
 AA4014'(3.4 KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR 4.3
 AA4014'MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 797 (SHRINE CLUB ROAD),
 AA4014'CONTINUE ON HIGHWAY 521 AND 601 FOR 0.65 MILE (1.05 KM) TO AN OVERHEAD
 AA4014'HIGH-TENSION LINE CROSSING AND THE STATION ON THE RIGHT CENTERED
 AA4014'BENEATH TOWER NUMBER 678. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4014'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 94.4 FEET (28.8 M) EAST
 AA4014'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 62.4 FEET (19.0 M) EAST
 AA4014'SOUTHEAST OF A POWER POLE NUMBER 23, 128.0 FEET (39.0 M) SOUTH
 AA4014'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD-SIDED HOUSE, 11.0 FEET
 AA4014'(3.4 M) NORTHWEST OF THE EAST SOUTHEAST LEG OF THE TOWER, 12.0 FEET
 AA4014'(3.7 M) SOUTHEAST OF THE NORTH NORTHWEST LEG OF THE TOWER, 11.3 FEET
 AA4014'(3.4 M) WEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4014
 AA4014                          STATION RECOVERY (1999)
 AA4014
 AA4014'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4014'STATION IS LOCATED 6.9 MILES (11.1 KM) NORTH OF CAMDEN.
 AA4014'OWNERSHIP--SANTEE COOPER.  TO REACH THE STATION FROM THE JUNCTION OF
 AA4014'U.S.  HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1 MILES
 AA4014'(3.4 KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR 4.3
 AA4014'MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 797 (SHRINE CLUB ROAD) ,
 AA4014'CONTINUE ON HIGHWAYS 521 AND 601 FOR 0.65 MILE (1.05 KM) TO AN
 AA4014'OVERHEAD HIGH-TENSION POWER LINE CROSSING AND THE STATION ON THE RIGHT
 AA4014'CENTERED BENEATH TOWER NUMBER 678.  STATION IS CONCRETE POST RECESSED
 AA4014'0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 94.3 FEET
 AA4014'(28.7 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 62.2 FEET (19.0
 AA4014'M) EAST SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 AA4014'ATTACHED, 128.2 FEET (39.1 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER
 AA4014'OF A VINYL-SIDED HOUSE, 11.2 FEET (3.4 M) SOUTHEAST OF A WITNESS POST.
 AA4014'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4013 ***********************************************************************
 AA4013  DESIGNATION -  28 009
 AA4013  PID         -  AA4013
 AA4013  STATE/COUNTY-  SC/KERSHAW
 AA4013  USGS QUAD   -  CAMDEN NORTH (1988)
 AA4013
 AA4013                         *CURRENT SURVEY CONTROL
 AA4013  ___________________________________________________________________
 AA4013* NAD 83(2001)-  34 21 20.49855(N)    080 35 43.25664(W)     ADJUSTED  
 AA4013* NAVD 88     -        97.668  (meters)     320.43   (feet)  ADJUSTED  
 AA4013  ___________________________________________________________________
 AA4013  X           -     861,337.595 (meters)                     COMP
 AA4013  Y           -  -5,200,298.841 (meters)                     COMP
 AA4013  Z           -   3,579,125.766 (meters)                     COMP
 AA4013  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AA4013  ELLIP HEIGHT-          66.88  (meters)          (03/13/03) GPS OBS
 AA4013  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 AA4013  DYNAMIC HT  -          97.574 (meters)     320.12  (feet)  COMP
 AA4013  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 AA4013
 AA4013  HORZ ORDER  -  FIRST
 AA4013  VERT ORDER  -  FIRST     CLASS II
 AA4013  ELLP ORDER  -  FOURTH    CLASS II
 AA4013
 AA4013.The horizontal coordinates were established by GPS observations
 AA4013.and adjusted by the National Geodetic Survey in March 2003..
 AA4013
 AA4013.The orthometric height was determined by differential leveling
 AA4013.and adjusted by the National Geodetic Survey in September 1998..
 AA4013
 AA4013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4013
 AA4013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4013
 AA4013.The ellipsoidal height was determined by GPS observations
 AA4013.and is referenced to NAD 83.
 AA4013
 AA4013.The geoid height was determined by GEOID03.
 AA4013
 AA4013.The dynamic height is computed by dividing the NAVD 88
 AA4013.geopotential number by the normal gravity value computed on the
 AA4013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4013.degrees latitude (g = 980.6199 gals.).
 AA4013
 AA4013.The modeled gravity was interpolated from observed gravity values.
 AA4013
 AA4013;                    North         East     Units Scale Factor Converg.
 AA4013;SPC SC       -   279,796.937   646,821.941   MT  0.99986525   +0 13 27.6
 AA4013;SPC SC       -   917,968.95  2,122,119.23   iFT  0.99986525   +0 13 27.6
 AA4013;UTM  17      - 3,801,669.928   537,212.275   MT  0.99961707   +0 13 42.1
 AA4013
 AA4013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4013!SPC SC       -   0.99998950  x   0.99986525  =   0.99985475
 AA4013!UTM  17      -   0.99998950  x   0.99961707  =   0.99960658
 AA4013
 AA4013                          SUPERSEDED SURVEY CONTROL
 AA4013
 AA4013  NAD 83(1986)-  34 21 20.51396(N)    080 35 43.25809(W) AD(       ) 1
 AA4013  NAD 83(1995)-  34 21 20.49847(N)    080 35 43.25652(W) AD(       ) 1
 AA4013  ELLIP H (01/10/02)   66.83   (m)                       GP(       ) 4 1
 AA4013  NAVD 88 (01/10/02)   97.67   (m)          320.4    (f) LEVELING    3  
 AA4013
 AA4013.Superseded values are not recommended for survey control.
 AA4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4013.See file dsdata.txt to determine how the superseded data were derived.
 AA4013
 AA4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3721201670(NAD 83)
 AA4013_MARKER: DD = SURVEY DISK
 AA4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4013_STAMPING: 28 009 1993
 AA4013_MARK LOGO: SCGS  
 AA4013_PROJECTION: FLUSH
 AA4013_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4013+STABILITY: SURFACE MOTION
 AA4013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4013+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 AA4013
 AA4013  HISTORY     - Date     Condition        Report By
 AA4013  HISTORY     - 1993     MONUMENTED       SCGS
 AA4013  HISTORY     - 19990414 GOOD             SCGS
 AA4013  HISTORY     - 20021007 GOOD             SCGS
 AA4013
 AA4013                          STATION DESCRIPTION
 AA4013
 AA4013'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4013'STATION IS LOCATED 7.6 MILES (12.2 KM) NORTH OF CAMDEN.
 AA4013'OWNERSHIP--FOREST LAWN MEMORIAL PARK, P.O. BOX 474, CAMDEN, SC 29020,
 AA4013'CONTACT-DARLENE GAITHER, GENERAL MANAGER AT PHONE 803-432-5171. TO
 AA4013'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 521, 601 (BROAD
 AA4013'STREET) AND STATE HIGHWAY 97, 2.1 MILES (3.4 KM) NORTH OF CAMDEN, GO
 AA4013'NORTH ON HIGHWAYS 521 AND 601 FOR 4.3 MILES (6.9 KM) TO THE JUNCTION
 AA4013'OF STATE ROAD 797 (SHRINE CLUB ROAD), CONTINUE ON HIGHWAY 521 AND 601
 AA4013'FOR 1.3 MILES (2.1 KM) TO A DRIVE LEFT (ENTRANCE TO THE FOREST LAWN
 AA4013'MEMORIAL PARK), TURN LEFT ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM)
 AA4013'TO A CIRCULAR DRIVE AND THE STATION NEAR A STATUE IN THE CENTER OF THE
 AA4013'CIRCULAR DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 AA4013'10.0 FEET (3.0 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AA4013'GRANITE BASED MONUMENT OF CHRIST ALMIGHTY OUR LORD AND SAVIOR, 19.0
 AA4013'FEET (5.8 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE MARBLE BASE
 AA4013'FOR THE BRASS GRAVE PLAQUE (CHARLES AND ETHEL BONES), 7.2 FEET (2.2 M)
 AA4013'NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE MARBLE BASE FOR THE
 AA4013'BRASS GRAVE PLAQUE FOR ROBERT AND LILLIE ESTERIDGE, 33.8 FEET (10.3 M)
 AA4013'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE MARBLE BASE FOR THE
 AA4013'BRASS GRAVE PLAQUE FOR GERALD W. AND CHARLOTTE H. FOWLER. DESCRIBED BY
 AA4013'C.E. GEOGHEGAN.
 AA4013
 AA4013                          STATION RECOVERY (1999)
 AA4013
 AA4013'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4013'STATION IS LOCATED 7.5 MILES (12.1 KM) NORTH OF CAMDEN, 13.3 MILES
 AA4013'(21.4 KM) SOUTH OF KERSHAW.  OWNERSHIP--FOREST LAWN MEMORIAL PARK
 AA4013'CEMETERY, P.O.  BOX 474, CAMDEN, SC 29020, CONTACT-DARLENE GAITHER,
 AA4013'PHONE 803-432-5171.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA4013'HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1 MILES (3.4
 AA4013'KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR 4.3 MILES
 AA4013'(6.9 KM) TO THE JUNCTION OF STATE ROAD 797 (SHRINE CLUB ROAD) ,
 AA4013'CONTINUE ON HIGHWAYS 521 AND 601 FOR 1.3 MILES (2.1 KM) TO A DRIVE
 AA4013'LEFT (ENTRANCE TO THE FOREST LAWN MEMORIAL PARK CEMETERY) , TURN LEFT
 AA4013'ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM) TO A CIRCULAR DRIVE AND
 AA4013'THE STATION NEAR A STATUE IN THE CENTER OF THE CIRCULAR DRIVE. STATION
 AA4013'IS CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M) ABOVE THE
 AA4013'DRIVEWAY, 10.0 FEET (3.0 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF
 AA4013'THE GRANITE BASED MONUMENT OF JESUS CHRIST, 7.6 FEET (2.3 M) NORTH
 AA4013'NORTHWEST OF THE NORTHWEST CORNER OF THE MARBLE BASE FOR BRASS GRAVE
 AA4013'PLAQUE FOR ROBERT AND LILLIE ESTRIDGE, 187.6 FEET (57.2 M) EAST OF THE
 AA4013'EAST CORNER OF THE VINYL-SIDED OFFICE FOR THE CEMETERY, 20.0 FEET (6.1
 AA4013'M) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF THE MARBLE BASE FOR A
 AA4013'BRASS GRAVE PLAQUE FOR MARVIN AND LURENE HUNTER.  RECOVERED BY J.B.
 AA4013'SMOAK.
 AA4013
 AA4013                          STATION RECOVERY (2002)
 AA4013
 AA4013'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AA4013'RECOVERED AS DESCRIBED.
 AA4013' 
 AA4013'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4012 ***********************************************************************
 AA4012  DESIGNATION -  28 010
 AA4012  PID         -  AA4012
 AA4012  STATE/COUNTY-  SC/KERSHAW
 AA4012  USGS QUAD   -  CAMDEN NORTH (1988)
 AA4012
 AA4012                         *CURRENT SURVEY CONTROL
 AA4012  ___________________________________________________________________
 AA4012* NAD 83(2001)-  34 22 01.24834(N)    080 35 36.58941(W)     ADJUSTED  
 AA4012* NAVD 88     -       115.296  (meters)     378.27   (feet)  ADJUSTED  
 AA4012  ___________________________________________________________________
 AA4012  X           -     861,392.240 (meters)                     COMP
 AA4012  Y           -  -5,199,586.200 (meters)                     COMP
 AA4012  Z           -   3,580,172.276 (meters)                     COMP
 AA4012  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AA4012  ELLIP HEIGHT-          84.54  (meters)          (03/13/03) GPS OBS
 AA4012  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AA4012  DYNAMIC HT  -         115.185 (meters)     377.90  (feet)  COMP
 AA4012  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 AA4012
 AA4012  HORZ ORDER  -  FIRST
 AA4012  VERT ORDER  -  FIRST     CLASS II
 AA4012  ELLP ORDER  -  FOURTH    CLASS II
 AA4012
 AA4012.The horizontal coordinates were established by GPS observations
 AA4012.and adjusted by the National Geodetic Survey in March 2003..
 AA4012
 AA4012.The orthometric height was determined by differential leveling
 AA4012.and adjusted by the National Geodetic Survey in September 1998..
 AA4012
 AA4012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4012
 AA4012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4012
 AA4012.The ellipsoidal height was determined by GPS observations
 AA4012.and is referenced to NAD 83.
 AA4012
 AA4012.The geoid height was determined by GEOID03.
 AA4012
 AA4012.The dynamic height is computed by dividing the NAVD 88
 AA4012.geopotential number by the normal gravity value computed on the
 AA4012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4012.degrees latitude (g = 980.6199 gals.).
 AA4012
 AA4012.The modeled gravity was interpolated from observed gravity values.
 AA4012
 AA4012;                    North         East     Units Scale Factor Converg.
 AA4012;SPC SC       -   281,053.075   646,987.359   MT  0.99986764   +0 13 31.3
 AA4012;SPC SC       -   922,090.14  2,122,661.94   iFT  0.99986764   +0 13 31.3
 AA4012;UTM  17      - 3,802,925.765   537,377.563   MT  0.99961722   +0 13 46.1
 AA4012
 AA4012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4012!SPC SC       -   0.99998673  x   0.99986764  =   0.99985437
 AA4012!UTM  17      -   0.99998673  x   0.99961722  =   0.99960395
 AA4012
 AA4012                          SUPERSEDED SURVEY CONTROL
 AA4012
 AA4012  NAD 83(1986)-  34 22 01.26393(N)    080 35 36.59089(W) AD(       ) 1
 AA4012  NAD 83(1995)-  34 22 01.24830(N)    080 35 36.58929(W) AD(       ) 1
 AA4012  ELLIP H (01/10/02)   84.49   (m)                       GP(       ) 4 1
 AA4012  NAVD 88 (01/10/02)  115.30   (m)          378.3    (f) LEVELING    3  
 AA4012
 AA4012.Superseded values are not recommended for survey control.
 AA4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4012.See file dsdata.txt to determine how the superseded data were derived.
 AA4012
 AA4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3737802926(NAD 83)
 AA4012_MARKER: DD = SURVEY DISK
 AA4012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4012_STAMPING: 28 010 1993
 AA4012_MARK LOGO: SCGS  
 AA4012_PROJECTION: RECESSED 3 CENTIMETERS
 AA4012_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4012+STABILITY: SURFACE MOTION
 AA4012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4012+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 AA4012
 AA4012  HISTORY     - Date     Condition        Report By
 AA4012  HISTORY     - 1993     MONUMENTED       SCGS
 AA4012  HISTORY     - 19990414 GOOD             SCGS
 AA4012  HISTORY     - 20021007 GOOD             SCGS
 AA4012
 AA4012                          STATION DESCRIPTION
 AA4012
 AA4012'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4012'STATION IS LOCATED 8.35 MILES (13.44 KM) NORTH OF CAMDEN.
 AA4012'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4012'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4012'OF U.S. HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1
 AA4012'MILES (3.4 KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR
 AA4012'4.3 MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 797 (SHRINE CLUB
 AA4012'ROAD), CONTINUE ON HIGHWAY 521 AND 601 FOR 2.1 MILES (3.4 KM) TO THE
 AA4012'STATION ON THE LEFT IN FRONT OF A WOOD AND VINYL-SIDED HOUSE, 0.7 MILE
 AA4012'(1.1 KM) SOUTH OF THE JUNCTION OF STATE ROAD 126 (DEKALB SCHOOL ROAD).
 AA4012'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AA4012'CM) ABOVE THE HIGHWAY, 37.0 FEET (11.3 M) WEST OF THE CENTER OF THE
 AA4012'HIGHWAY, 49.4 FEET (15.1 M) SOUTHEAST OF A POWER POLE WITH A SCGS
 AA4012'REFERENCE WASHER ATTACHED, 100.5 FEET (30.6 M) EAST OF THE NORTHEAST
 AA4012'CORNER OF THE MAIN STRUCTURE OF THE HOUSE, 81.0 FEET (24.7 M)
 AA4012'SOUTHEAST OF THE CENTER OF THE SAND DRIVEWAY LEADING TO THE HOUSE.
 AA4012'DESCRIBED BY C.E. GEOGHEGAN.
 AA4012
 AA4012                          STATION RECOVERY (1999)
 AA4012
 AA4012'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4012'STATION IS LOCATED 8.3 MILES (13.4 KM) NORTH OF CAMDEN, 12.6 MILES
 AA4012'(20.3 KM) SOUTH OF KERSHAW.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4012'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4012'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AA4012'521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1 MILES (3.4 KM) NORTH
 AA4012'OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR 4.3 MILES (6.9 KM) TO
 AA4012'THE JUNCTION OF STATE ROAD 797 (SHRINE CLUB ROAD) , CONTINUE ON
 AA4012'HIGHWAYS 521 AND 601 FOR 2.1 MILES (3.4 KM) TO THE STATION ON THE LEFT
 AA4012'IN FRONT OF A WOOD AND VINYL-SIDED HOUSE NUMBER 1830, 0.7 MILE (1.1
 AA4012'KM) SOUTH OF THE JUNCTION OF STATE ROAD 126 (DEKALB SCHOOL ROAD) .
 AA4012'STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 2.0 FEET (0.6
 AA4012'M) ABOVE THE HIGHWAY, 37.0 FEET (11.3 M) WEST OF THE CENTER OF THE
 AA4012'HIGHWAY, 49.6 FEET (15.1 M) SOUTH SOUTHEAST OF A POWER POLE WITH A
 AA4012'SCGS REFERENCE WASHER ATTACHED, 100.5 FEET (30.6 M) EAST OF THE
 AA4012'NORTHEAST CORNER OF THE CONCRETE BLOCK BASE OF THE HOUSE NUMBER 1830,
 AA4012'90.8 FEET (27.7 M) SOUTH OF A 1.4-FOOT CONCRETE PIPE CULVERT BENEATH
 AA4012'THE DRIVEWAY LEADING TO THE HOUSE. RECOVERED BY J.B.  SMOAK.
 AA4012
 AA4012                          STATION RECOVERY (2002)
 AA4012
 AA4012'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AA4012'RECOVERED AS DESCRIBED.
 AA4012' 
 AA4012' 
 AA4012'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4011 ***********************************************************************
 AA4011  DESIGNATION -  28 011
 AA4011  PID         -  AA4011
 AA4011  STATE/COUNTY-  SC/KERSHAW
 AA4011  USGS QUAD   -  WESTVILLE (1988)
 AA4011
 AA4011                         *CURRENT SURVEY CONTROL
 AA4011  ___________________________________________________________________
 AA4011* NAD 83(1986)-  34 22 55.     (N)    080 35 47.     (W)     SCALED    
 AA4011* NAVD 88     -       129.949  (meters)     426.34   (feet)  ADJUSTED  
 AA4011  ___________________________________________________________________
 AA4011  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 AA4011  DYNAMIC HT  -         129.824 (meters)     425.93  (feet)  COMP
 AA4011  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 AA4011
 AA4011  VERT ORDER  -  FIRST     CLASS II
 AA4011
 AA4011.The horizontal coordinates were scaled from a topographic map and have
 AA4011.an estimated accuracy of +/- 6 seconds.
 AA4011
 AA4011.The orthometric height was determined by differential leveling
 AA4011.and adjusted by the National Geodetic Survey in September 1998..
 AA4011
 AA4011.The geoid height was determined by GEOID03.
 AA4011
 AA4011.The dynamic height is computed by dividing the NAVD 88
 AA4011.geopotential number by the normal gravity value computed on the
 AA4011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4011.degrees latitude (g = 980.6199 gals.).
 AA4011
 AA4011.The modeled gravity was interpolated from observed gravity values.
 AA4011
 AA4011;                    North         East    Units  Estimated Accuracy
 AA4011;SPC SC       -   282,710.      646,720.      MT  (+/- 180 meters Scaled)
 AA4011
 AA4011                          SUPERSEDED SURVEY CONTROL
 AA4011
 AA4011.No superseded survey control is available for this station.
 AA4011
 AA4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU371045(NAD 83)
 AA4011_MARKER: DD = SURVEY DISK
 AA4011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4011_STAMPING: 28 011 1993
 AA4011_MARK LOGO: SCGS  
 AA4011_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4011+STABILITY: SURFACE MOTION
 AA4011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4011+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 AA4011
 AA4011  HISTORY     - Date     Condition        Report By
 AA4011  HISTORY     - 1993     MONUMENTED       SCGS
 AA4011  HISTORY     - 19990415 GOOD             SCGS
 AA4011
 AA4011                          STATION DESCRIPTION
 AA4011
 AA4011'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4011'STATION IS LOCATED 9.35 MILES (15.05 KM) NORTH OF CAMDEN.
 AA4011'OWNERSHIP--ROBERT BRANHAM, 2111 DEKALB SCHOOL ROAD, CAMDEN, SC 29020,
 AA4011'PHONE 803-432-0013. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA4011'HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1 MILES (3.4
 AA4011'KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR 7.1 MILES
 AA4011'(11.4 KM) TO THE JUNCTION OF STATE ROAD 126 (DEKALB SCHOOL ROAD),
 AA4011'CONTINUE ON HIGHWAYS 521 AND 601 FOR 0.35 MILE (0.56 KM) TO A SAND
 AA4011'CIRCLE DRIVEWAY RIGHT LEADING TO A BRICK AND MASONITE-SIDED HOUSE,
 AA4011'TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 AA4011'THE LEFT NEAR THE SOUTHWEST CORNER OF A CONCRETE BLOCK WELL HOUSE.
 AA4011'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 AA4011'BELOW THE DRIVEWAY, 163.0 FEET (49.7 M) EAST OF THE CENTER OF THE
 AA4011'HIGHWAY, 10.0 FEET (3.0 M) WEST OF THE SOUTHWEST CORNER OF THE WELL
 AA4011'HOUSE, 25.8 FEET (7.9 M) NORTH OF THE NORTHWEST CORNER OF THE HOUSE,
 AA4011'26.8 FEET (8.2 M) EAST OF THE CENTER OF THE DRIVEWAY, 123.4 FEET (37.6
 AA4011'M) EAST OF A POWER POLE WITH A GUY WIRE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4011
 AA4011                          STATION RECOVERY (1999)
 AA4011
 AA4011'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4011'STATION IS LOCATED 9.3 MILES (15.0 KM) NORTH OF CAMDEN.
 AA4011'OWNERSHIP--ROBERT BRANHAM, 2111 DEKALB SCHOOL ROAD, CAMDEN, SC 29020,
 AA4011'PHONE 803-432-0013.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA4011'HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1 MILES (3.4
 AA4011'KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR 7.1 MILES
 AA4011'(11.4 KM) TO THE JUNCTION OF STATE ROAD 126 (DEKALB SCHOOL ROAD) ,
 AA4011'CONTINUE ON HIGHWAYS 521 AND 601 FOR 0.35 MILE (0.56 KM) TO A SAND
 AA4011'CIRCLE DRIVEWAY RIGHT LEADING TO A BRICK AND MASONITE-SIDED HOUSE,
 AA4011'TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 AA4011'THE LEFT NEAR THE SOUTHWEST CORNER OF A CONCRETE BLOCK WELL HOUSE.
 AA4011'STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3
 AA4011'M) BELOW THE DRIVEWAY, 162.1 FEET (49.4 M) EAST OF THE CENTER OF THE
 AA4011'HIGHWAY, 10.0 FEET (3.0 M) WEST OF THE SOUTHWEST CORNER OF THE
 AA4011'CONCRETE BLOCK WELL HOUSE, 25.7 FEET (7.8 M) NORTH OF THE NORTHWEST
 AA4011'CORNER OF THE HOUSE, 26.1 FEET (8.0 M) EAST OF THE CENTER OF THE
 AA4011'DRIVEWAY, 123.1 FEET (37.5 M) EAST OF A POWER POLE WITH A GUY WIRE.
 AA4011'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4010 ***********************************************************************
 AA4010  DESIGNATION -  28 012
 AA4010  PID         -  AA4010
 AA4010  STATE/COUNTY-  SC/KERSHAW
 AA4010  USGS QUAD   -  WESTVILLE (1988)
 AA4010
 AA4010                         *CURRENT SURVEY CONTROL
 AA4010  ___________________________________________________________________
 AA4010* NAD 83(1986)-  34 24 00.     (N)    080 35 42.     (W)     SCALED    
 AA4010* NAVD 88     -       114.449  (meters)     375.49   (feet)  ADJUSTED  
 AA4010  ___________________________________________________________________
 AA4010  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AA4010  DYNAMIC HT  -         114.339 (meters)     375.13  (feet)  COMP
 AA4010  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 AA4010
 AA4010  VERT ORDER  -  FIRST     CLASS II
 AA4010
 AA4010.The horizontal coordinates were scaled from a topographic map and have
 AA4010.an estimated accuracy of +/- 6 seconds.
 AA4010
 AA4010.The orthometric height was determined by differential leveling
 AA4010.and adjusted by the National Geodetic Survey in September 1998..
 AA4010
 AA4010.The geoid height was determined by GEOID03.
 AA4010
 AA4010.The dynamic height is computed by dividing the NAVD 88
 AA4010.geopotential number by the normal gravity value computed on the
 AA4010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4010.degrees latitude (g = 980.6199 gals.).
 AA4010
 AA4010.The modeled gravity was interpolated from observed gravity values.
 AA4010
 AA4010;                    North         East    Units  Estimated Accuracy
 AA4010;SPC SC       -   284,710.      646,840.      MT  (+/- 180 meters Scaled)
 AA4010
 AA4010                          SUPERSEDED SURVEY CONTROL
 AA4010
 AA4010.No superseded survey control is available for this station.
 AA4010
 AA4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU372065(NAD 83)
 AA4010_MARKER: DD = SURVEY DISK
 AA4010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4010_STAMPING: 28 012 1993
 AA4010_MARK LOGO: SCGS  
 AA4010_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4010+STABILITY: SURFACE MOTION
 AA4010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4010+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 AA4010
 AA4010  HISTORY     - Date     Condition        Report By
 AA4010  HISTORY     - 1993     MONUMENTED       SCGS
 AA4010  HISTORY     - 19990415 GOOD             SCGS
 AA4010
 AA4010                          STATION DESCRIPTION
 AA4010
 AA4010'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4010'STATION IS LOCATED 10.6 MILES (17.1 KM) NORTH OF CAMDEN, 10.4 MILES
 AA4010'(16.7 KM) SOUTH OF KERSHAW. OWNERSHIP--JESSIE PAYNE, 2321 KERSHAW
 AA4010'HIGHWAY, CAMDEN, SC 29020, PHONE 803-432-0361. TO REACH THE STATION
 AA4010'FROM THE JUNCTION OF U.S. HIGHWAYS 521, 601 (BROAD STREET) AND STATE
 AA4010'HIGHWAY 97, 2.1 MILES (3.4 KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS
 AA4010'521 AND 601 FOR 8.8 MILES (14.2 KM) TO THE JUNCTION OF STATE ROAD 652
 AA4010'(CLEARWATER LAKE ROAD) RIGHT AND THE STATION ON THE LEFT NEAR A POWER
 AA4010'POLE IN FRONT OF A MOBILE HOME. STATION IS A CONCRETE POST FLUSH WITH
 AA4010'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 35.7 FEET (10.9
 AA4010'M) WEST OF THE CENTER OF THE HIGHWAY, 141.5 FEET (43.1 M) SOUTHEAST OF
 AA4010'THE EXTENDED CENTER OF THE ROAD, 5.9 FEET (1.8 M) NORTHWEST OF THE
 AA4010'POWER POLE WITH A TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED,
 AA4010'45.1 FEET (13.7 M) SOUTH OF THE SOUTHWEST CORNER OF A WATER METER BOX
 AA4010'COVER, 134.4 FEET (41.0 M) SOUTH OF THE SOUTH END OF A 1.2-FOOT
 AA4010'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY LEADING TO THE MOBILE HOME,
 AA4010'6.1 FEET (1.9 M) NORTHWEST OF A WITNESS POST. DESCRIBED BY C.E.
 AA4010'GEOGHEGAN.
 AA4010
 AA4010                          STATION RECOVERY (1999)
 AA4010
 AA4010'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4010'STATION IS LOCATED 10.5 MILES (16.9 KM) SOUTH OF KERSHAW, 10.5 MILES
 AA4010'(16.9 KM) NORTH OF CAMDEN.  OWNERSHIP--JESSIE PAYNE, 2321 KERSHAW
 AA4010'HIGHWAY, CAMDEN, SC 29020, PHONE 803-432-0361.  TO REACH THE STATION
 AA4010'FROM THE JUNCTION OF U.S.  HIGHWAYS 521, 601 (BROAD STREET) AND STATE
 AA4010'HIGHWAY 97, 2.1 MILES (3.4 KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS
 AA4010'521 AND 601 FOR 8.75 MILES (14.08 KM) TO THE STATION ON THE LEFT NEAR
 AA4010'A POWER POLE, 0.05 MILE (0.08 KM) SOUTH OF THE JUNCTION OF STATE ROAD
 AA4010'652 (CLEARWATER LAKE ROAD) .  STATION IS CONCRETE POST FLUSH WITH THE
 AA4010'GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 34.0 FEET (10.4 M)
 AA4010'WEST OF THE CENTER OF THE HIGHWAY, 5.7 FEET (1.7 M) NORTHWEST OF THE
 AA4010'POWER POLE WITH A TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED,
 AA4010'44.8 FEET (13.7 M) SOUTH OF THE SOUTHWEST CORNER OF A WATER METER BOX
 AA4010'COVER, 134.3 FEET (40.9 M) SOUTH OF THE SOUTH END OF A 1.4-FOOT
 AA4010'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY LEADING TO A MOBILE HOME
 AA4010'NUMBER 2321, 27.0 FEET (8.2 M) NORTHWEST OF THE NORTH END OF A
 AA4010'1.4-FOOT CONCRETE PIPE CULVERT BENEATH AN ABANDONED DRIVEWAY LEADING
 AA4010'WEST, 5.9 FEET (1.8 M) NORTHWEST OF A WITNESS POST.  RECOVERED BY J.B.
 AA4010'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4009 ***********************************************************************
 AA4009  DESIGNATION -  28 013
 AA4009  PID         -  AA4009
 AA4009  STATE/COUNTY-  SC/KERSHAW
 AA4009  USGS QUAD   -  WESTVILLE (1988)
 AA4009
 AA4009                         *CURRENT SURVEY CONTROL
 AA4009  ___________________________________________________________________
 AA4009* NAD 83(1986)-  34 24 44.     (N)    080 35 58.     (W)     SCALED    
 AA4009* NAVD 88     -        88.921  (meters)     291.74   (feet)  ADJUSTED  
 AA4009  ___________________________________________________________________
 AA4009  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AA4009  DYNAMIC HT  -          88.835 (meters)     291.45  (feet)  COMP
 AA4009  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 AA4009
 AA4009  VERT ORDER  -  FIRST     CLASS II
 AA4009
 AA4009.The horizontal coordinates were scaled from a topographic map and have
 AA4009.an estimated accuracy of +/- 6 seconds.
 AA4009
 AA4009.The orthometric height was determined by differential leveling
 AA4009.and adjusted by the National Geodetic Survey in September 1998..
 AA4009
 AA4009.The geoid height was determined by GEOID03.
 AA4009
 AA4009.The dynamic height is computed by dividing the NAVD 88
 AA4009.geopotential number by the normal gravity value computed on the
 AA4009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4009.degrees latitude (g = 980.6199 gals.).
 AA4009
 AA4009.The modeled gravity was interpolated from observed gravity values.
 AA4009
 AA4009;                    North         East    Units  Estimated Accuracy
 AA4009;SPC SC       -   286,070.      646,420.      MT  (+/- 180 meters Scaled)
 AA4009
 AA4009                          SUPERSEDED SURVEY CONTROL
 AA4009
 AA4009.No superseded survey control is available for this station.
 AA4009
 AA4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU368079(NAD 83)
 AA4009_MARKER: DD = SURVEY DISK
 AA4009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4009_STAMPING: 28 013 1993
 AA4009_MARK LOGO: SCGS  
 AA4009_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4009+STABILITY: SURFACE MOTION
 AA4009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4009+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 AA4009
 AA4009  HISTORY     - Date     Condition        Report By
 AA4009  HISTORY     - 1993     MONUMENTED       SCGS
 AA4009  HISTORY     - 19990415 GOOD             SCGS
 AA4009
 AA4009                          STATION DESCRIPTION
 AA4009
 AA4009'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4009'STATION IS LOCATED 11.45 MILES (18.43 KM) NORTH OF CAMDEN.
 AA4009'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4009'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4009'OF U.S. HIGHWAYS 521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1
 AA4009'MILES (3.4 KM) NORTH OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR
 AA4009'8.8 MILES (14.2 KM) TO THE JUNCTION OF STATE ROAD 652 (CLEARWATER LAKE
 AA4009'ROAD), CONTINUE ON HIGHWAYS 521 AND 601 FOR 0.85 MILE (1.37 KM) TO THE
 AA4009'STATION ON THE LEFT NEAR THE SOUTHWEST CORNER OF A CHAIN LINK FENCE
 AA4009'ENCLOSURE SURROUNDING A WHITE FIBERGLASS WEATHER COVER ON A CONCRETE
 AA4009'SLAB. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 AA4009'(0.6 M) BELOW THE HIGHWAY, 56.0 FEET (17.1 M) WEST OF THE CENTER OF
 AA4009'THE HIGHWAY, 2.1 FEET (0.6 M) SOUTHWEST OF THE SOUTHWEST FENCE CORNER,
 AA4009'20.6 FEET (6.3 M) WEST NORTHWEST OF A POWER POLE WITH GUY WIRE, 26.2
 AA4009'FEET (8.0 M) WEST OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 AA4009'BENEATH THE ACCESS ROAD TO THE ENCLOSURE, 15.5 FEET (4.7 M) SOUTH
 AA4009'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE SLAB, 15.3 FEET (4.7
 AA4009'M) WEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4009
 AA4009                          STATION RECOVERY (1999)
 AA4009
 AA4009'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4009'STATION IS LOCATED 9.7 MILES (15.6 KM) SOUTH OF KERSHAW, 11.4 MILES
 AA4009'(18.3 KM) NORTH OF CAMDEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4009'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4009'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AA4009'521, 601 (BROAD STREET) AND STATE HIGHWAY 97, 2.1 MILES (3.4 KM) NORTH
 AA4009'OF CAMDEN, GO NORTH ON HIGHWAYS 521 AND 601 FOR 8.8 MILES (14.2 KM) TO
 AA4009'THE JUNCTION OF STATE ROAD 652 (CLEARWATER LAKE ROAD) , CONTINUE ON
 AA4009'HIGHWAYS 521 AND 601 FOR 0.85 MILES (1.37 KM) TO THE STATION ON THE
 AA4009'LEFT NEAR THE SOUTHWEST CORNER OF A CHAIN LINK FENCE ENCLOSURE
 AA4009'SURROUNDING A WHITE FIBERGLASS WEATHER COVER ON A CONCRETE SLAB.
 AA4009'STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 2.0 FEET (0.6
 AA4009'M) BELOW THE HIGHWAY, 56.2 FEET (17.1 M) WEST OF THE CENTER OF THE
 AA4009'HIGHWAY, 2.1 FEET (0.6 M) SOUTH SOUTHWEST OF THE SOUTHWEST FENCE
 AA4009'CORNER, 20.8 FEET (6.3 M) WEST OF A POWER POLE WITH GUY WIRE, 26.3
 AA4009'FEET (8.0 M) WEST OF THE SOUTH END OF A 2.0-FOOT CONCRETE PIPE CULVERT
 AA4009'BENEATH THE ACCESS ROAD TO THE ENCLOSURE, 15.0 FEET (4.6 M) WEST OF A
 AA4009'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4008 ***********************************************************************
 AA4008  DESIGNATION -  28 014
 AA4008  PID         -  AA4008
 AA4008  STATE/COUNTY-  SC/KERSHAW
 AA4008  USGS QUAD   -  WESTVILLE (1988)
 AA4008
 AA4008                         *CURRENT SURVEY CONTROL
 AA4008  ___________________________________________________________________
 AA4008* NAD 83(1986)-  34 25 22.     (N)    080 35 55.     (W)     SCALED    
 AA4008* NAVD 88     -       112.067  (meters)     367.67   (feet)  ADJUSTED  
 AA4008  ___________________________________________________________________
 AA4008  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AA4008  DYNAMIC HT  -         111.960 (meters)     367.32  (feet)  COMP
 AA4008  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 AA4008
 AA4008  VERT ORDER  -  FIRST     CLASS II
 AA4008
 AA4008.The horizontal coordinates were scaled from a topographic map and have
 AA4008.an estimated accuracy of +/- 6 seconds.
 AA4008
 AA4008.The orthometric height was determined by differential leveling
 AA4008.and adjusted by the National Geodetic Survey in September 1998..
 AA4008
 AA4008.The geoid height was determined by GEOID03.
 AA4008
 AA4008.The dynamic height is computed by dividing the NAVD 88
 AA4008.geopotential number by the normal gravity value computed on the
 AA4008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4008.degrees latitude (g = 980.6199 gals.).
 AA4008
 AA4008.The modeled gravity was interpolated from observed gravity values.
 AA4008
 AA4008;                    North         East    Units  Estimated Accuracy
 AA4008;SPC SC       -   287,240.      646,490.      MT  (+/- 180 meters Scaled)
 AA4008
 AA4008                          SUPERSEDED SURVEY CONTROL
 AA4008
 AA4008.No superseded survey control is available for this station.
 AA4008
 AA4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU368091(NAD 83)
 AA4008_MARKER: DD = SURVEY DISK
 AA4008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4008_STAMPING: 28 014 1993
 AA4008_MARK LOGO: SCGS  
 AA4008_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4008+STABILITY: SURFACE MOTION
 AA4008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4008+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 AA4008
 AA4008  HISTORY     - Date     Condition        Report By
 AA4008  HISTORY     - 1993     MONUMENTED       SCGS
 AA4008  HISTORY     - 19990414 GOOD             SCGS
 AA4008
 AA4008                          STATION DESCRIPTION
 AA4008
 AA4008'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4008'STATION IS LOCATED 8.65 MILES (13.92 KM) SOUTH OF KERSHAW.
 AA4008'OWNERSHIP--MICHAEL VINCENT, 2666 KERSHAW HIGHWAY, CAMDEN, SC 29020,
 AA4008'PHONE 803-432-9705. TO REACH THE STATION FROM THE SOUTH JUNCTION OF
 AA4008'U.S. HIGHWAYS 521 BUSINESS, 601 BUSINESS (SOUTH HAMPTON STREET), 521
 AA4008'BY-PASS AND 601 BY-PASS (SOUTH MATSON STREET) IN KERSHAW, GO SOUTH
 AA4008'SOUTHWEST ON HIGHWAYS 521 AND 601 FOR 6.6 MILES (10.6 KM) TO THE
 AA4008'JUNCTION OF STATE ROAD 40 (DAMASCUS CHURCH ROAD), CONTINUE ON HIGHWAYS
 AA4008'521 AND 601 FOR 1.85 MILES (2.98 KM) TO THE STATION ON THE LEFT NEAR
 AA4008'THE SOUTHWEST CORNER OF A CONCRETE BLOCK GARAGE IN THE NORTHEAST ANGLE
 AA4008'OF A SAND ROAD LEFT (HILTONS LANE), 1.6 MILES (2.6 KM) NORTH OF THE
 AA4008'JUNCTION OF STATE ROAD 625 (CLEARWATER LAKE ROAD). STATION IS A
 AA4008'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 58.9
 AA4008'FEET (18.0 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 47.2 FEET
 AA4008'(14.4 M) NORTH NORTHWEST OF THE CENTER OF HILTONS LANE, 9.4 FEET (2.9
 AA4008'M) WEST NORTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE, 33.0 FEET
 AA4008'(10.1 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 48.3
 AA4008'FEET (14.7 M) NORTHEAST OF A POWER POLE WITH A TRANFORMER, SECURITY
 AA4008'LIGHT AND GUY WIRE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4008
 AA4008                          STATION RECOVERY (1999)
 AA4008
 AA4008'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4008'STATION IS LOCATED 9.0 MILES (14.5 KM) SOUTH OF KERSHAW, 12.0 MILES
 AA4008'(19.3 KM) NORTH OF CAMDEN.  OWNERSHIP--MICHAEL VINCENT, 2666 KERSHAW
 AA4008'HIGHWAY, CAMDEN, SC 29020, PHONE 803-432-9705.  TO REACH THE STATION
 AA4008'FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS, 601 BUSINESS
 AA4008'(SOUTH HAMPTON STREET) AND U.S.  HIGHWAYS 521 AND 601 BYPASS (SOUTH
 AA4008'MATSON STREET) AT THE SOUTH EDGE OF KERSHAW, GO SOUTH ON HIGHWAYS 521
 AA4008'AND 601 FOR 6.6 MILES (10.6 KM) TO THE JUNCTION OF STATE ROAD 40
 AA4008'(DAMASCUS CHURCH ROAD AND FLETCHER DRIVE) , CONTINUE ON HIGHWAYS 521
 AA4008'AND 601 FOR 1.85 MILES (2.98 KM) TO THE STATION ON THE LEFT NEAR THE
 AA4008'SOUTHWEST CORNER OF THE SOUTH WING OF A WOOD-SIDED HOUSE IN THE
 AA4008'NORTHEAST ANGLE OF A SAND ROAD LEFT (HILTONS LANE) .  STATION IS
 AA4008'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY,
 AA4008'57.6 FEET (17.6 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 47.5
 AA4008'FEET (14.5 M) NORTH OF THE CENTER OF HILTONS LANE, 9.1 FEET (2.8 M)
 AA4008'WEST NORTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH WING OF THE HOUSE,
 AA4008'37.9 FEET (11.6 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AA4008'HOUSE, 48.1 FEET (14.7 M) NORTHEAST OF A POWER POLE WITH A
 AA4008'TRANSFORMER, SECURITY LIGHT AND GUY WIRE.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4007 ***********************************************************************
 AA4007  DESIGNATION -  28 015
 AA4007  PID         -  AA4007
 AA4007  STATE/COUNTY-  SC/KERSHAW
 AA4007  USGS QUAD   -  WESTVILLE (1988)
 AA4007
 AA4007                         *CURRENT SURVEY CONTROL
 AA4007  ___________________________________________________________________
 AA4007* NAD 83(2001)-  34 26 11.85971(N)    080 35 51.92794(W)     ADJUSTED  
 AA4007* NAVD 88     -       128.964  (meters)     423.11   (feet)  ADJUSTED  
 AA4007  ___________________________________________________________________
 AA4007  X           -     860,294.651 (meters)                     COMP
 AA4007  Y           -  -5,195,356.914 (meters)                     COMP
 AA4007  Z           -   3,586,551.738 (meters)                     COMP
 AA4007  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AA4007  ELLIP HEIGHT-          98.25  (meters)          (03/13/03) GPS OBS
 AA4007  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AA4007  DYNAMIC HT  -         128.840 (meters)     422.70  (feet)  COMP
 AA4007  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 AA4007
 AA4007  HORZ ORDER  -  FIRST
 AA4007  VERT ORDER  -  FIRST     CLASS II
 AA4007  ELLP ORDER  -  FOURTH    CLASS II
 AA4007
 AA4007.The horizontal coordinates were established by GPS observations
 AA4007.and adjusted by the National Geodetic Survey in March 2003..
 AA4007
 AA4007.The orthometric height was determined by differential leveling
 AA4007.and adjusted by the National Geodetic Survey in September 1998..
 AA4007
 AA4007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4007
 AA4007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4007
 AA4007.The ellipsoidal height was determined by GPS observations
 AA4007.and is referenced to NAD 83.
 AA4007
 AA4007.The geoid height was determined by GEOID03.
 AA4007
 AA4007.The dynamic height is computed by dividing the NAVD 88
 AA4007.geopotential number by the normal gravity value computed on the
 AA4007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4007.degrees latitude (g = 980.6199 gals.).
 AA4007
 AA4007.The modeled gravity was interpolated from observed gravity values.
 AA4007
 AA4007;                    North         East     Units Scale Factor Converg.
 AA4007;SPC SC       -   288,772.808   646,565.439   MT  0.99988317   +0 13 22.8
 AA4007;SPC SC       -   947,417.35  2,121,277.69   iFT  0.99988317   +0 13 22.8
 AA4007;UTM  17      - 3,810,643.473   536,955.174   MT  0.99961683   +0 13 38.9
 AA4007
 AA4007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4007!SPC SC       -   0.99998458  x   0.99988317  =   0.99986775
 AA4007!UTM  17      -   0.99998458  x   0.99961683  =   0.99960141
 AA4007
 AA4007                          SUPERSEDED SURVEY CONTROL
 AA4007
 AA4007  NAD 83(1986)-  34 26 11.87594(N)    080 35 51.93262(W) AD(       ) 1
 AA4007  NAD 83(1995)-  34 26 11.85985(N)    080 35 51.92787(W) AD(       ) 1
 AA4007  ELLIP H (01/10/02)   98.26   (m)                       GP(       ) 4 1
 AA4007  NAVD 88 (01/10/02)  128.96   (m)          423.1    (f) LEVELING    3  
 AA4007
 AA4007.Superseded values are not recommended for survey control.
 AA4007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4007.See file dsdata.txt to determine how the superseded data were derived.
 AA4007
 AA4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3695510643(NAD 83)
 AA4007_MARKER: DD = SURVEY DISK
 AA4007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4007_STAMPING: 28 015 1993
 AA4007_MARK LOGO: SCGS  
 AA4007_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4007+STABILITY: SURFACE MOTION
 AA4007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4007+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 AA4007
 AA4007  HISTORY     - Date     Condition        Report By
 AA4007  HISTORY     - 1993     MONUMENTED       SCGS
 AA4007  HISTORY     - 19990414 GOOD             SCGS
 AA4007
 AA4007                          STATION DESCRIPTION
 AA4007
 AA4007'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4007'STATION IS LOCATED 7.65 MILES (12.31 KM) SOUTH OF KERSHAW.
 AA4007'OWNERSHIP--LANEY TRUESDALE, 2870 KERSHAW HIGHWAY, WESTVILLE, SC 29175,
 AA4007'PHONE 803-432-9479. TO REACH THE STATION FROM THE SOUTH JUNCTION OF
 AA4007'U.S. HIGHWAYS 521 BUSINESS, 601 BUSINESS (SOUTH HAMPTON STREET), 521
 AA4007'BY-PASS AND 601 BY-PASS (SOUTH MATSON STREET) IN KERSHAW, GO SOUTH
 AA4007'SOUTHWEST ON HIGHWAYS 521 AND 601 FOR 6.6 MILES (10.6 KM) TO THE
 AA4007'JUNCTION OF STATE ROAD 40 (DAMASCUS CHURCH ROAD), CONTINUE ON HIGHWAYS
 AA4007'521 AND 601 FOR 0.85 MILE (1.37 KM) TO A GRAVEL DRIVEWAY LEFT LEADING
 AA4007'TO A BRICK HOUSE, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO
 AA4007'THE HOUSE ON THE LEFT AND THE STATION ON THE RIGHT. STATION IS A
 AA4007'CONCRETE POST FLUSH WITH THE GROUND, 225.5 FEET (68.7 M) EAST
 AA4007'NORTHEAST OF THE CENTER OF THE HIGHWAY, 80.1 FEET (24.4 M) SOUTH
 AA4007'SOUTHEAST OF THE SOUTHWEST CORNER OF THE GARAGE (WITHOUT A
 AA4007'DOOR)ATTACHED TO THE HOUSE, 85.9 FEET (26.2 M) SOUTH SOUTHWEST OF A
 AA4007'POWER POLE WITH A TRANSFORMER AND GUY WIRE, 94.4 FEET (28.8 M) EAST
 AA4007'NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 114.4
 AA4007'FEET (34.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE BRICK
 AA4007'WELLHOUSE, 119.2 FEET (36.3 M) WEST OF A POWER POLE WITH A SECURITY
 AA4007'LIGHT. DESCRIBED BY C.E. GEOGHEGAN.
 AA4007
 AA4007                          STATION RECOVERY (1999)
 AA4007
 AA4007'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4007'STATION IS LOCATED 7.9 MILES (12.7 KM) SOUTH OF KERSHAW, 13.1 MILES
 AA4007'(21.1 KM) NORTH OF CAMDEN.  OWNERSHIP--LANEY TRUESDALE, 2870 KERSHAW
 AA4007'HIGHWAY, WESTVILLE, SC 29175, PHONE 803-432-9479.  TO REACH THE
 AA4007'STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS, 601
 AA4007'BUSINESS (SOUTH HAMPTON STREET) AND U.S.  HIGHWAYS 521 AND 601 BYPASS
 AA4007'(SOUTH MATSON STREET) AT THE SOUTH EDGE OF KERSHAW, GO SOUTH ON
 AA4007'HIGHWAYS 521 AND 601 FOR 6.6 MILES (10.6 KM) TO THE JUNCTION OF STATE
 AA4007'ROAD 40 (DAMASCUS CHURCH ROAD AND FLETCHER DRIVE) , CONTINUE ON
 AA4007'HIGHWAYS 521 AND 601 FOR 0.85 MILE (1.37 KM) TO A GRAVEL DRIVEWAY LEFT
 AA4007'LEADING TO A BRICK HOUSE, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE
 AA4007'(0.08 KM) TO THE HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.
 AA4007'STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE
 AA4007'DRIVEWAY, 225.7 FEET (68.8 M) EAST OF THE CENTER OF THE HIGHWAY, 80.0
 AA4007'FEET (24.4 M) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF THE GARAGE
 AA4007'(WITHOUT DOOR) ATTACHED TO THE HOUSE, 85.6 FEET (26.1 M) SOUTH
 AA4007'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRE, 94.4 FEET
 AA4007'(28.8 M) EAST NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 AA4007'ATTACHED, 114.2 FEET (34.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AA4007'WHITE BRICK WELL PUMP HOUSE, 119.1 FEET (36.3 M) WEST OF A POWER POLE
 AA4007'WITH A SECURITY LIGHT.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4006 ***********************************************************************
 AA4006  DESIGNATION -  28 016
 AA4006  PID         -  AA4006
 AA4006  STATE/COUNTY-  SC/KERSHAW
 AA4006  USGS QUAD   -  WESTVILLE (1988)
 AA4006
 AA4006                         *CURRENT SURVEY CONTROL
 AA4006  ___________________________________________________________________
 AA4006* NAD 83(1986)-  34 27 00.     (N)    080 35 59.     (W)     SCALED    
 AA4006* NAVD 88     -       138.663  (meters)     454.93   (feet)  ADJUSTED  
 AA4006  ___________________________________________________________________
 AA4006  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AA4006  DYNAMIC HT  -         138.530 (meters)     454.49  (feet)  COMP
 AA4006  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 AA4006
 AA4006  VERT ORDER  -  FIRST     CLASS II
 AA4006
 AA4006.The horizontal coordinates were scaled from a topographic map and have
 AA4006.an estimated accuracy of +/- 6 seconds.
 AA4006
 AA4006.The orthometric height was determined by differential leveling
 AA4006.and adjusted by the National Geodetic Survey in September 1998..
 AA4006
 AA4006.The geoid height was determined by GEOID03.
 AA4006
 AA4006.The dynamic height is computed by dividing the NAVD 88
 AA4006.geopotential number by the normal gravity value computed on the
 AA4006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4006.degrees latitude (g = 980.6199 gals.).
 AA4006
 AA4006.The modeled gravity was interpolated from observed gravity values.
 AA4006
 AA4006;                    North         East    Units  Estimated Accuracy
 AA4006;SPC SC       -   290,260.      646,380.      MT  (+/- 180 meters Scaled)
 AA4006
 AA4006                          SUPERSEDED SURVEY CONTROL
 AA4006
 AA4006.No superseded survey control is available for this station.
 AA4006
 AA4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU367121(NAD 83)
 AA4006_MARKER: DD = SURVEY DISK
 AA4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4006_STAMPING: 28 016 1993
 AA4006_MARK LOGO: SCGS  
 AA4006_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4006+STABILITY: SURFACE MOTION
 AA4006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4006+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 AA4006
 AA4006  HISTORY     - Date     Condition        Report By
 AA4006  HISTORY     - 1993     MONUMENTED       SCGS
 AA4006  HISTORY     - 19990414 GOOD             SCGS
 AA4006
 AA4006                          STATION DESCRIPTION
 AA4006
 AA4006'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4006'STATION IS LOCATED 6.8 MILES (10.9 KM) SOUTH OF KERSHAW.
 AA4006'OWNERSHIP--JEANETTE W. FLETCHER, 3063 KERSHAW HIGHWAY, KERSHAW, SC
 AA4006'29067, PHONE 803-432-4943. TO REACH THE STATION FROM THE SOUTH
 AA4006'JUNCTION OF U.S. HIGHWAYS 521 BUSINESS, 601 BUSINESS (SOUTH HAMPTON
 AA4006'STREET), 521 BY-PASS AND 601 BY-PASS (SOUTH MATSON STREET) IN KERSHAW,
 AA4006'GO SOUTH SOUTHWEST ON HIGHWAYS 521 AND 601 FOR 6.1 MILES (9.8 KM) TO
 AA4006'THE JUNCTION OF STATE ROAD 140 (PAYNE POND ROAD), CONTINUE ON HIGHWAYS
 AA4006'521 AND 601 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR THE
 AA4006'NORTHEAST CORNER OF A CHAIN LINK FENCE SURROUNDING THE BACKYARD OF A
 AA4006'BRICK HOUSE, 0.05 MILE (0.08 KM) NORTH OF THE JUNCTION OF STATE ROAD
 AA4006'40 (DAMASCUS CHURCH ROAD). STATION IS A CONCRETE POST FLUSH WITH THE
 AA4006'GROUND, 175.0 FEET (53.3 M) WEST OF THE CENTER OF THE HIGHWAY, 51.9
 AA4006'FEET (15.8 M) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 12.3 FEET
 AA4006'(3.7 M) EAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE, 25.5 FEET
 AA4006'(7.8 M) EAST SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND GUY
 AA4006'WIRE, 67.3 FEET (20.5 M) SOUTH OF THE SOUTHEAST CORNER OF ANOTHER
 AA4006'BRICK HOUSE, 16.3 FEET (5.0 M) WEST NORTHWEST OF A 0.2-FOOT MAGNOLIA
 AA4006'TREE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4006
 AA4006                          STATION RECOVERY (1999)
 AA4006
 AA4006'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4006'STATION IS LOCATED 7.0 MILES (11.3 KM) SOUTH OF KERSHAW, 13.9 MILES
 AA4006'(22.4 KM) NORTH OF CAMDEN.  OWNERSHIP--JEANETTE W.  FLETCHER, 3063
 AA4006'KERSHAW HIGHWAY, KERSHAW, SC 29067, PHONE 803-432-4943.  TO REACH THE
 AA4006'STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS, 601
 AA4006'BUSINESS (SOUTH HAMPTON STREET) AND U.S.  HIGHWAYS 521 AND 601 BYPASS
 AA4006'(SOUTH MATSON STREET) AT THE SOUTH EDGE OF KERSHAW, GO SOUTH ON
 AA4006'HIGHWAYS 521 AND 601 FOR 6.1 MILES (9.8 KM) TO THE JUNCTION OF STATE
 AA4006'ROAD 140 (PAYNE POND ROAD) , CONTINUE ON HIGHWAYS 521 AND 601 FOR 0.4
 AA4006'MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF
 AA4006'A CHAIN LINK FENCE SURROUNDING THE BACK YARD OF A BRICK HOUSE, 0.05
 AA4006'MILE (0.08 KM) NORTH OF THE JUNCTION OF STATE ROAD 40 (DAMASCUS CHURCH
 AA4006'ROAD AND FLETCHER DRIVE) .  STATION IS CONCRETE POST RECESSED 0.1 FOOT
 AA4006'(3.0 CM) AND 3.0 FEET (0.9 M) BELOW THE HIGHWAY, 176.2 FEET (53.7 M)
 AA4006'WEST OF THE CENTER OF THE HIGHWAY, 52.4 FEET (16.0 M) NORTH OF THE
 AA4006'NORTHEAST CORNER OF THE HOUSE, 12.8 FEET (3.9 M) EAST OF THE NORTHEAST
 AA4006'CORNER OF THE CHAIN LINK FENCE, 27.7 FEET (8.4 M) EAST SOUTHEAST OF A
 AA4006'POWER POLE WITH A TRANSFORMER AND GUY WIRE, 67.3 FEET (20.5 M) SOUTH
 AA4006'OF THE SOUTHEAST CORNER OF ANOTHER BRICK HOUSE. RECOVERED BY J.B.
 AA4006'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4005 ***********************************************************************
 AA4005  DESIGNATION -  28 017
 AA4005  PID         -  AA4005
 AA4005  STATE/COUNTY-  SC/KERSHAW
 AA4005  USGS QUAD   -  WESTVILLE (1988)
 AA4005
 AA4005                         *CURRENT SURVEY CONTROL
 AA4005  ___________________________________________________________________
 AA4005* NAD 83(1986)-  34 27 36.     (N)    080 35 52.     (W)     SCALED    
 AA4005* NAVD 88     -       139.100  (meters)     456.36   (feet)  ADJUSTED  
 AA4005  ___________________________________________________________________
 AA4005  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AA4005  DYNAMIC HT  -         138.967 (meters)     455.93  (feet)  COMP
 AA4005  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 AA4005
 AA4005  VERT ORDER  -  FIRST     CLASS II
 AA4005
 AA4005.The horizontal coordinates were scaled from a topographic map and have
 AA4005.an estimated accuracy of +/- 6 seconds.
 AA4005
 AA4005.The orthometric height was determined by differential leveling
 AA4005.and adjusted by the National Geodetic Survey in September 1998..
 AA4005
 AA4005.The geoid height was determined by GEOID03.
 AA4005
 AA4005.The dynamic height is computed by dividing the NAVD 88
 AA4005.geopotential number by the normal gravity value computed on the
 AA4005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4005.degrees latitude (g = 980.6199 gals.).
 AA4005
 AA4005.The modeled gravity was interpolated from observed gravity values.
 AA4005
 AA4005;                    North         East    Units  Estimated Accuracy
 AA4005;SPC SC       -   291,370.      646,550.      MT  (+/- 180 meters Scaled)
 AA4005
 AA4005                          SUPERSEDED SURVEY CONTROL
 AA4005
 AA4005.No superseded survey control is available for this station.
 AA4005
 AA4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU369132(NAD 83)
 AA4005_MARKER: DD = SURVEY DISK
 AA4005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4005_STAMPING: 28 017 1993
 AA4005_MARK LOGO: SCGS  
 AA4005_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4005+STABILITY: SURFACE MOTION
 AA4005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4005+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 AA4005
 AA4005  HISTORY     - Date     Condition        Report By
 AA4005  HISTORY     - 1993     MONUMENTED       SCGS
 AA4005  HISTORY     - 19990414 GOOD             SCGS
 AA4005
 AA4005                          STATION DESCRIPTION
 AA4005
 AA4005'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4005'STATION IS LOCATED 5.95 MILES (9.58 KM) SOUTH OF KERSHAW.
 AA4005'OWNERSHIP--BARBARA TRUESDELL, 3204 KERSHAW HIGHWAY, WESTVILLE, SC
 AA4005'29175, PHONE 803-432-6982. TO REACH THE STATION FROM THE SOUTH
 AA4005'JUNCTION OF U.S. HIGHWAYS 521 BUSINESS, 601 BUSINESS (SOUTH HAMPTON
 AA4005'STREET), 521 BY-PASS AND 601 BY-PASS (SOUTH MATSON STREET) IN KERSHAW,
 AA4005'GO SOUTH SOUTHWEST ON HIGHWAYS 521 AND 601 FOR 5.8 MILES (9.3 KM) TO
 AA4005'THE JUNCTION OF STATE ROAD 375 (PINETREE LANE), CONTINUE ON HIGHWAYS
 AA4005'521 AND 601 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT IN THE
 AA4005'FRONT YARD OF A BRICK HOUSE NUMBER 3204. STATION IS A CONCRETE POST
 AA4005'FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 111.0 FEET (33.8 M)
 AA4005'EAST OF THE CENTER OF THE HIGHWAY, 96.8 FEET (29.5 M) WEST OF THE
 AA4005'SOUTHWEST CORNER OF THE SOUTHWEST BRICK PILLAR OF THE CARPORT, 61.3
 AA4005'FEET (18.7 M) NORTHWEST OF A POWER POLE WITH A GUY WIRE, 57.4 FEET
 AA4005'(17.5 M) NORTHEAST OF A PROPERTY CORNER IRON (1/2-INCH GALVANIZED
 AA4005'PIPE)PROJECTING 1.5 FEET, 16.6 FEET (5.1 M) SOUTH OF THE CENTER OF THE
 AA4005'DRIVEWAY. DESCRIBED BY C.E. GEOGHEGAN.
 AA4005
 AA4005                          STATION RECOVERY (1999)
 AA4005
 AA4005'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4005'STATION IS LOCATED 6.2 MILES (10.0 KM) SOUTH OF KERSHAW, 14.8 MILES
 AA4005'(23.8 KM) NORTH OF CAMDEN.  OWNERSHIP--BARBARA TRUESDELL, 3204 KERSHAW
 AA4005'HIGHWAY, WESTVILLE, SC 29175, PHONE 803-432-6982.  TO REACH THE
 AA4005'STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS, 601
 AA4005'BUSINESS (SOUTH HAMPTON STREET) AND U.S.  HIGHWAYS 521 AND 601 BYPASS
 AA4005'(SOUTH MATSON STREET) AT THE SOUTH EDGE OF KERSHAW, GO SOUTH ON
 AA4005'HIGHWAYS 521 AND 601 FOR 5.8 MILES (9.3 KM) TO THE JUNCTION OF STATE
 AA4005'ROAD 375 (PINETREE LANE) , CONTINUE ON HIGHWAYS 521 AND 601 FOR 0.05
 AA4005'MILE (0.08 KM) TO THE STATION ON THE LEFT IN THE FRONT YARD OF A BRICK
 AA4005'HOUSE NUMBER 3204.  STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0
 AA4005'CM) AND LEVEL WITH THE DRIVEWAY, 111.9 FEET (34.1 M) EAST OF THE
 AA4005'CENTER OF THE HIGHWAY, 64.4 FEET (19.6 M) WEST OF THE SOUTHWEST CORNER
 AA4005'OF THE SOUTHWEST BRICK PILLAR OF THE CARPORT, 61.4 FEET (18.7 M)
 AA4005'NORTHWEST OF A POWER POLE WITH GUY WIRE, 17.0 FEET (5.2 M) SOUTH OF
 AA4005'THE CENTER OF THE DRIVEWAY.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4004 ***********************************************************************
 AA4004  DESIGNATION -  28 018
 AA4004  PID         -  AA4004
 AA4004  STATE/COUNTY-  SC/KERSHAW
 AA4004  USGS QUAD   -  WESTVILLE (1988)
 AA4004
 AA4004                         *CURRENT SURVEY CONTROL
 AA4004  ___________________________________________________________________
 AA4004* NAD 83(1986)-  34 28 33.     (N)    080 36 02.     (W)     SCALED    
 AA4004* NAVD 88     -       141.786  (meters)     465.18   (feet)  ADJUSTED  
 AA4004  ___________________________________________________________________
 AA4004  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AA4004  DYNAMIC HT  -         141.650 (meters)     464.73  (feet)  COMP
 AA4004  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 AA4004
 AA4004  VERT ORDER  -  FIRST     CLASS II
 AA4004
 AA4004.The horizontal coordinates were scaled from a topographic map and have
 AA4004.an estimated accuracy of +/- 6 seconds.
 AA4004
 AA4004.The orthometric height was determined by differential leveling
 AA4004.and adjusted by the National Geodetic Survey in September 1998..
 AA4004
 AA4004.The geoid height was determined by GEOID03.
 AA4004
 AA4004.The dynamic height is computed by dividing the NAVD 88
 AA4004.geopotential number by the normal gravity value computed on the
 AA4004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4004.degrees latitude (g = 980.6199 gals.).
 AA4004
 AA4004.The modeled gravity was interpolated from observed gravity values.
 AA4004
 AA4004;                    North         East    Units  Estimated Accuracy
 AA4004;SPC SC       -   293,120.      646,290.      MT  (+/- 180 meters Scaled)
 AA4004
 AA4004                          SUPERSEDED SURVEY CONTROL
 AA4004
 AA4004.No superseded survey control is available for this station.
 AA4004
 AA4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU366149(NAD 83)
 AA4004_MARKER: DD = SURVEY DISK
 AA4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4004_STAMPING: 28 018 1993
 AA4004_MARK LOGO: SCGS  
 AA4004_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4004+STABILITY: SURFACE MOTION
 AA4004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4004+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 AA4004
 AA4004  HISTORY     - Date     Condition        Report By
 AA4004  HISTORY     - 1993     MONUMENTED       SCGS
 AA4004  HISTORY     - 19990414 GOOD             SCGS
 AA4004
 AA4004                          STATION DESCRIPTION
 AA4004
 AA4004'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4004'STATION IS LOCATED 5.1 MILES (8.2 KM) SOUTH OF KERSHAW.
 AA4004'OWNERSHIP--DOUGLAS BARFIELD, JR., 3370 KERSHAW HIGHWAY, KERSHAW, SC
 AA4004'29067, PHONE 803-475-5133. TO REACH THE STATION FROM THE SOUTH
 AA4004'JUNCTION OF U.S. HIGHWAYS 521 BUSINESS, 601 BUSINESS (SOUTH HAMPTON
 AA4004'STREET), 521 BY-PASS AND 601 BY-PASS (SOUTH MATSON STREET) IN KERSHAW,
 AA4004'GO SOUTH SOUTHWEST ON HIGHWAYS 521 AND 601 FOR 4.55 MILES (7.32 KM) TO
 AA4004'THE JUNCTION OF STATE ROAD 499 (CATOE ROAD), CONTINUE ON HIGHWAYS 521
 AA4004'AND 601 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT IN THE SIDE
 AA4004'YARD OF A VINYL-SIDED HOUSE WITH A BRICK FOUNDATION. STATION IS A
 AA4004'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 151.5
 AA4004'FEET (46.2 M) EAST OF THE CENTER OF THE HIGHWAY, 68.1 FEET (20.8 M)
 AA4004'SOUTH OF THE SOUTHWEST CORNER OF THE SOUTH BRICK PORCH PILLAR, 61.8
 AA4004'FEET (18.8 M) WEST OF THE NORTHWEST CORNER OF A TWO-STALL VINYL-SIDED
 AA4004'GARAGE (DETACHED), 14.6 FEET (4.5 M) SOUTH OF THE CENTER OF THE
 AA4004'DRIVEWAY, 53.7 FEET (16.4 M) WEST NORTHWEST OF A 0.9-FOOT MAGNOLIA
 AA4004'TREE, 147.0 FEET (44.8 M) WEST SOUTHWEST OF A SECURITY LIGHT POLE.
 AA4004'DESCRIBED BY C.E. GEOGHEGAN.
 AA4004
 AA4004                          STATION RECOVERY (1999)
 AA4004
 AA4004'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4004'STATION IS LOCATED 5.4 MILES (8.7 KM) SOUTH OF KERSHAW, 15.7 MILES
 AA4004'(25.3 KM) NORTH OF CAMDEN.  OWNERSHIP--DOUGLAS BARFIELD, JR., 3370
 AA4004'KERSHAW HIGHWAY, KERSHAW, SC 29067, PHONE 803-475-5133.  TO REACH THE
 AA4004'STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS, 601
 AA4004'BUSINESS (SOUTH HAMPTON STREET) AND U.S.  HIGHWAYS 521 AND 601 BYPASS
 AA4004'(SOUTH MATSON STREET) AT THE SOUTH EDGE OF KERSHAW, GO SOUTH ON
 AA4004'HIGHWAYS 521 AND 601 FOR 4.55 MILES (7.32 KM) TO THE JUNCTION OF STATE
 AA4004'ROAD 499 (CATOE ROAD) , CONTINUE ON HIGHWAYS 521 AND 601 FOR 0.25 MILE
 AA4004'(0.40 KM) TO THE STATION ON THE LEFT IN THE SIDE YARD OF A VINYL-SIDED
 AA4004'HOUSE WITH A BRICK FOUNDATION.  STATION IS CONCRETE POST RECESSED 0.1
 AA4004'FOOT (3.0 CM) AND LEVEL WITH THE DRIVEWAY, 151.6 FEET (46.2 M) EAST OF
 AA4004'THE CENTER OF THE HIGHWAY, 58.2 FEET (17.7 M) SOUTH OF THE SOUTHWEST
 AA4004'CORNER OF THE SOUTH BRICK PORCH PILLAR, 61.8 FEET (18.8 M) WEST OF THE
 AA4004'NORTHWEST CORNER OF A TWO-STALL VINYL-SIDED GARAGE (DETACHED) , 14.6
 AA4004'FEET (4.5 M) SOUTH OF THE CENTER OF THE DRIVEWAY, 53.8 FEET (16.4 M)
 AA4004'WEST NORTHWEST OF A 1.4-FOOT MAGNOLIA TREE, 146.5 FEET (44.7 M) WEST
 AA4004'SOUTHWEST OF A SECURITY LIGHT POLE NUMBER 2179905.  RECOVERED BY J.B.
 AA4004'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4003 ***********************************************************************
 AA4003  DESIGNATION -  28 019
 AA4003  PID         -  AA4003
 AA4003  STATE/COUNTY-  SC/KERSHAW
 AA4003  USGS QUAD   -  WESTVILLE (1988)
 AA4003
 AA4003                         *CURRENT SURVEY CONTROL
 AA4003  ___________________________________________________________________
 AA4003* NAD 83(2001)-  34 29 08.51574(N)    080 36 05.41121(W)     ADJUSTED  
 AA4003* NAVD 88     -       147.212  (meters)     482.98   (feet)  ADJUSTED  
 AA4003  ___________________________________________________________________
 AA4003  X           -     859,454.497 (meters)                     COMP
 AA4003  Y           -  -5,192,389.141 (meters)                     COMP
 AA4003  Z           -   3,591,050.391 (meters)                     COMP
 AA4003  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AA4003  ELLIP HEIGHT-         116.56  (meters)          (03/13/03) GPS OBS
 AA4003  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AA4003  DYNAMIC HT  -         147.071 (meters)     482.52  (feet)  COMP
 AA4003  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 AA4003
 AA4003  HORZ ORDER  -  FIRST
 AA4003  VERT ORDER  -  FIRST     CLASS II
 AA4003  ELLP ORDER  -  FOURTH    CLASS II
 AA4003
 AA4003.The horizontal coordinates were established by GPS observations
 AA4003.and adjusted by the National Geodetic Survey in March 2003..
 AA4003
 AA4003.The orthometric height was determined by differential leveling
 AA4003.and adjusted by the National Geodetic Survey in September 1998..
 AA4003
 AA4003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4003
 AA4003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4003
 AA4003.The ellipsoidal height was determined by GPS observations
 AA4003.and is referenced to NAD 83.
 AA4003
 AA4003.The geoid height was determined by GEOID03.
 AA4003
 AA4003.The dynamic height is computed by dividing the NAVD 88
 AA4003.geopotential number by the normal gravity value computed on the
 AA4003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4003.degrees latitude (g = 980.6199 gals.).
 AA4003
 AA4003.The modeled gravity was interpolated from observed gravity values.
 AA4003
 AA4003;                    North         East     Units Scale Factor Converg.
 AA4003;SPC SC       -   294,214.326   646,200.261   MT  0.99989500   +0 13 15.3
 AA4003;SPC SC       -   965,270.10  2,120,079.60   iFT  0.99989500   +0 13 15.3
 AA4003;UTM  17      - 3,816,083.479   536,589.660   MT  0.99961650   +0 13 32.3
 AA4003
 AA4003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4003!SPC SC       -   0.99998170  x   0.99989500  =   0.99987671
 AA4003!UTM  17      -   0.99998170  x   0.99961650  =   0.99959821
 AA4003
 AA4003                          SUPERSEDED SURVEY CONTROL
 AA4003
 AA4003  NAD 83(1986)-  34 29 08.53210(N)    080 36 05.41656(W) AD(       ) 1
 AA4003  NAD 83(1995)-  34 29 08.51595(N)    080 36 05.41126(W) AD(       ) 1
 AA4003  ELLIP H (01/10/02)  116.57   (m)                       GP(       ) 4 1
 AA4003  NAVD 88 (01/10/02)  147.21   (m)          483.0    (f) LEVELING    3  
 AA4003
 AA4003.Superseded values are not recommended for survey control.
 AA4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4003.See file dsdata.txt to determine how the superseded data were derived.
 AA4003
 AA4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3659016083(NAD 83)
 AA4003_MARKER: DD = SURVEY DISK
 AA4003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4003_STAMPING: 28 019 1993
 AA4003_MARK LOGO: SCGS  
 AA4003_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4003+STABILITY: SURFACE MOTION
 AA4003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4003+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 AA4003
 AA4003  HISTORY     - Date     Condition        Report By
 AA4003  HISTORY     - 1993     MONUMENTED       SCGS
 AA4003  HISTORY     - 19990413 GOOD             SCGS
 AA4003
 AA4003                          STATION DESCRIPTION
 AA4003
 AA4003'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4003'STATION IS LOCATED 4.35 MILES (7.00 KM) SOUTH OF KERSHAW.
 AA4003'OWNERSHIP--VFW POST 8990, WESTVILLE, SC 29175. TO REACH THE STATION
 AA4003'FROM THE SOUTH JUNCTION OF U.S. HIGHWAYS 521 BUSINESS, 601 BUSINESS
 AA4003'(SOUTH HAMPTON STREET), 521 BY-PASS AND 601 BY-PASS (SOUTH MATSON
 AA4003'STREET) IN KERSHAW, GO SOUTH SOUTHWEST ON HIGHWAYS 521 AND 601 FOR 3.6
 AA4003'MILES (5.8 KM) TO THE JUNCTION OF STATE ROAD 270 (YOUNGS BEND ROAD),
 AA4003'CONTINUE ON HIGHWAYS 521 AND 601 FOR 0.45 MILE (0.72 KM) TO THE
 AA4003'STATION ON THE LEFT NEAR THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 AA4003'BUILDING (VFW POST 8990). STATION IS A CONCRETE POST FLUSH WITH THE
 AA4003'GROUND AND LEVEL WITH THE HIGHWAY, 113.5 FEET (34.6 M) EAST OF THE
 AA4003'CENTER OF THE HIGHWAY, 12.0 FEET (3.7 M) SOUTH SOUTHWEST OF THE
 AA4003'SOUTHWEST CORNER OF THE BUILDING, 123.5 FEET (37.6 M) NORTHEAST OF A
 AA4003'POWER LINE STUB POLE WITH TWO GUY WIRES, 79.7 FEET (24.3 M) SOUTHEAST
 AA4003'OF THE EAST LEG OF A SIGN (VFW POST WESTVILLE POST 8990), 104.3 FEET
 AA4003'(31.8 M) NORTHEAST OF THE SUPPORT POST FOR A TELEPHONE JUNCTION BOX
 AA4003'NUMBER 3400/124, 50.9 FEET (15.5 M) SOUTH SOUTHEAST OF A 1.0-FOOT PINE
 AA4003'TREE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4003
 AA4003                          STATION RECOVERY (1999)
 AA4003
 AA4003'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4003'STATION IS LOCATED 4.6 MILES (7.4 KM) SOUTH OF KERSHAW, 16.4 MILES
 AA4003'(26.4 KM) NORTH OF CAMDEN.  OWNERSHIP--CAROLINA MOTORSPORTS PARK
 AA4003'INCORPORATED, P.O.  BOX 366, KERSHAW, SC 29067, CONTACT-LEWIS M.
 AA4003'CLYBURN, PHONE 803-475-2448, NOTIFICATION REQUIRED.  TO REACH THE
 AA4003'STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS, 601
 AA4003'BUSINESS (SOUTH HAMPTON STREET) AND U.S.  HIGHWAYS 521 AND 601 BYPASS
 AA4003'(SOUTH MATSON STREET) AT THE SOUTH EDGE OF KERSHAW, GO SOUTH ON
 AA4003'HIGHWAYS 521 AND 601 FOR 3.6 MILES (5.8 KM) TO THE JUNCTION OF STATE
 AA4003'ROAD 270 (YOUNGS BEND ROAD) , CONTINUE ON HIGHWAYS 521 AND 601 FOR
 AA4003'0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHWEST
 AA4003'CORNER OF A CONCRETE BLOCK BUILDING INSIDE A FENCE FOR THE CAROLINA
 AA4003'MOTOR SPORTS PARK.  STATION IS CONCRETE POST RECESSED 0.2 FOOT, (6.1
 AA4003'CM) 113.0 FEET (34.4 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 AA4003'12.0 FEET (3.7 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AA4003'BUILDING, 105.0 FEET (32.0 M) NORTHEAST OF A TELEPHONE JUNCTION BOX
 AA4003'34000124 WITH A SUPPORT POLE, 107.1 FEET (32.6 M) WEST NORTHWEST OF A
 AA4003'POWER POLE NUMBER 217906, 50.9 FEET (15.5 M) SOUTH SOUTHEAST OF A
 AA4003'1.9-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED. RECOVERED BY
 AA4003'J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3127 ***********************************************************************
 EC3127  DESIGNATION -  28 020
 EC3127  PID         -  EC3127
 EC3127  STATE/COUNTY-  SC/KERSHAW
 EC3127  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3127
 EC3127                         *CURRENT SURVEY CONTROL
 EC3127  ___________________________________________________________________
 EC3127* NAD 83(1986)-  34 14 21.     (N)    080 36 22.     (W)     SCALED    
 EC3127* NAVD 88     -        55.312  (meters)     181.47   (feet)  ADJUSTED  
 EC3127  ___________________________________________________________________
 EC3127  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EC3127  DYNAMIC HT  -          55.258 (meters)     181.29  (feet)  COMP
 EC3127  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 EC3127
 EC3127  VERT ORDER  -  FIRST     CLASS II
 EC3127
 EC3127.The horizontal coordinates were scaled from a topographic map and have
 EC3127.an estimated accuracy of +/- 6 seconds.
 EC3127
 EC3127.The orthometric height was determined by differential leveling
 EC3127.and adjusted by the National Geodetic Survey in June 1994..
 EC3127
 EC3127.The geoid height was determined by GEOID03.
 EC3127
 EC3127.The dynamic height is computed by dividing the NAVD 88
 EC3127.geopotential number by the normal gravity value computed on the
 EC3127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3127.degrees latitude (g = 980.6199 gals.).
 EC3127
 EC3127.The modeled gravity was interpolated from observed gravity values.
 EC3127
 EC3127;                    North         East    Units  Estimated Accuracy
 EC3127;SPC SC       -   266,870.      645,880.      MT  (+/- 180 meters Scaled)
 EC3127
 EC3127                          SUPERSEDED SURVEY CONTROL
 EC3127
 EC3127.No superseded survey control is available for this station.
 EC3127
 EC3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT362887(NAD 83)
 EC3127_MARKER: DD = SURVEY DISK
 EC3127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3127_SP_SET: CONCRETE POST
 EC3127_STAMPING: 28 020 1993
 EC3127_MARK LOGO: SCGS  
 EC3127_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3127+STABILITY: SURFACE MOTION
 EC3127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3127+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1999
 EC3127
 EC3127  HISTORY     - Date     Condition        Report By
 EC3127  HISTORY     - 1993     MONUMENTED       SCGS
 EC3127  HISTORY     - 19990419 GOOD             SCGS
 EC3127
 EC3127                          STATION DESCRIPTION
 EC3127
 EC3127'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3127'STATION IS LOCATED IN CAMDEN. OWNERSHIP--KITTY SHIVER, 610 BROAD
 EC3127'STREET, CAMDEN, SC 29020, PHONE 803-432-4908. TO REACH THE STATION
 EC3127'FROM THE JUNCTION OF U.S. HIGHWAYS 601, 1, 521 AND STATE HIGHWAY 34
 EC3127'(BROAD AND DEKALB STREETS) IN CAMDEN, GO SOUTH ON HIGHWAY 521 FOR 0.5
 EC3127'MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 187 (KING STREET),
 EC3127'CONTINUE ON HIGHWAY 521 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 EC3127'LEFT NEAR THE NORTHWEST CORNER OF A BRICK HOUSE. STATION IS A
 EC3127'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 43.6
 EC3127'FEET (13.3 M) EAST OF THE WEST EDGE OF THE HIGHWAY CURB, 13.5 FEET
 EC3127'(4.1 M) NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 80.5 FEET
 EC3127'(24.5 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING
 EC3127'(BROAD STREET SERVICE CENTER), 53.2 FEET (16.2 M) SOUTHWEST OF A
 EC3127'POWER POLE WITH A STREET LIGHT AND A SCGS REFERENCE WASHER ATTACHED,
 EC3127'63.5 FEET (19.4 M) WEST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 EC3127'ATTACHED, 1.4 FEET (0.4 M) NORTH OF A WITNESS POST IN A CHAIN LINK
 EC3127'FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3127
 EC3127                          STATION RECOVERY (1999)
 EC3127
 EC3127'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3127'STATION IS LOCATED IN CAMDEN.  OWNERSHIP--KITTY SHIVER, 610 BROAD
 EC3127'STREET, CAMDEN, SC 29020, PHONE 803-432-4908.  TO REACH THE STATION
 EC3127'FROM THE JUNCTION OF U.S.  HIGHWAYS 521, 601 (BROAD STREET) AND 1, 601
 EC3127'AND STATE HIGHWAY 34 (DEKALB STREET) IN CAMDEN, GO SOUTH ON HIGHWAY
 EC3127'521 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 187 (KING
 EC3127'STREET) , CONTINUE ON HIGHWAY 521 FOR 0.05 MILE (0.08 KM) TO THE
 EC3127'STATION ON THE LEFT NEAR THE NORTHWEST CORNER OF A BRICK HOUSE NUMBER
 EC3127'610.  STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC3127'THE HIGHWAY, 58.4 FEET (17.8 M) EAST OF THE CENTER OF THE NORTHBOUND
 EC3127'LANES OF THE HIGHWAY, 13.5 FEET (4.1 M) NORTH OF THE NORTHWEST CORNER
 EC3127'OF THE HOUSE, 80.7 FEET (24.6 M) SOUTH SOUTHWEST OF THE SOUTHWEST
 EC3127'CORNER OF A BRICK BUILDING (OLDE CAMDEN AUTO) , 52.9 FEET (16.1 M)
 EC3127'SOUTHEAST OF A POWER POLE WITH A STREET LIGHT AND A SCGS REFERENCE
 EC3127'WASHER ATTACHED, 82.4 FEET (25.1 M) SOUTH SOUTHEAST OF A 2.5-FOOT OAK
 EC3127'TREE, 1.4 FEET (0.4 M) NORTH OF A WITNESS POST IN A CHAIN LINK FENCE
 EC3127'LINE.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3128 ***********************************************************************
 EC3128  DESIGNATION -  28 021
 EC3128  PID         -  EC3128
 EC3128  STATE/COUNTY-  SC/KERSHAW
 EC3128  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3128
 EC3128                         *CURRENT SURVEY CONTROL
 EC3128  ___________________________________________________________________
 EC3128* NAD 83(1986)-  34 13 53.     (N)    080 36 20.     (W)     SCALED    
 EC3128* NAVD 88     -        45.236  (meters)     148.41   (feet)  ADJUSTED  
 EC3128  ___________________________________________________________________
 EC3128  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 EC3128  DYNAMIC HT  -          45.192 (meters)     148.27  (feet)  COMP
 EC3128  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 EC3128
 EC3128  VERT ORDER  -  FIRST     CLASS II
 EC3128
 EC3128.The horizontal coordinates were scaled from a topographic map and have
 EC3128.an estimated accuracy of +/- 6 seconds.
 EC3128
 EC3128.The orthometric height was determined by differential leveling
 EC3128.and adjusted by the National Geodetic Survey in June 1994..
 EC3128
 EC3128.The geoid height was determined by GEOID03.
 EC3128
 EC3128.The dynamic height is computed by dividing the NAVD 88
 EC3128.geopotential number by the normal gravity value computed on the
 EC3128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3128.degrees latitude (g = 980.6199 gals.).
 EC3128
 EC3128.The modeled gravity was interpolated from observed gravity values.
 EC3128
 EC3128;                    North         East    Units  Estimated Accuracy
 EC3128;SPC SC       -   266,010.      645,940.      MT  (+/- 180 meters Scaled)
 EC3128
 EC3128                          SUPERSEDED SURVEY CONTROL
 EC3128
 EC3128.No superseded survey control is available for this station.
 EC3128
 EC3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT363878(NAD 83)
 EC3128_MARKER: DD = SURVEY DISK
 EC3128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3128_SP_SET: CONCRETE POST
 EC3128_STAMPING: 28 021 1993
 EC3128_MARK LOGO: SCGS  
 EC3128_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3128+STABILITY: SURFACE MOTION
 EC3128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3128+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1999
 EC3128
 EC3128  HISTORY     - Date     Condition        Report By
 EC3128  HISTORY     - 1993     MONUMENTED       SCGS
 EC3128  HISTORY     - 19990419 GOOD             SCGS
 EC3128
 EC3128                          STATION DESCRIPTION
 EC3128
 EC3128'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3128'STATION IS LOCATED IN CAMDEN. OWNERSHIP--SOUTH CAROLINA ELECTRIC AND
 EC3128'GAS, 205 SUMTER HIGHWAY, P.O. BOX 795, CAMDEN, SC 29020, PHONE
 EC3128'803-432-7615, CONTACT-GEORGE M. WILLIAMS. TO REACH THE STATION FROM
 EC3128'THE JUNCTION OF U.S. HIGHWAYS 601, 1, 521 AND STATE HIGHWAY 34 (BROAD
 EC3128'AND DEKALB STREETS) IN CAMDEN, GO SOUTH ON HIGHWAY 521 FOR 1.05 MILES
 EC3128'(1.69 KM) TO THE JUNCTION OF STATE ROAD 897 (EHRENCLOV DRIVE) AND THE
 EC3128'STATION NEAR THE SOUTHEAST CORNER OF A SMALL BRICK OFFICE BUILDING
 EC3128'(SCEG) IN THE NORTHWEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE
 EC3128'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 40.7 FEET
 EC3128'(12.4 M) WEST OF THE EAST EDGE OF THE HIGHWAY CURB, 8.6 FEET (2.6 M)
 EC3128'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 8.7 FEET (2.7 M)
 EC3128'WEST OF THE WEST EDGE OF A SIDEWALK, 19.4 FEET (5.9 M) WEST OF THE
 EC3128'BASE OF THE SOUTHWEST CORNER OF A METAL SIGN (SCEG), 38.8 FEET
 EC3128'(11.8 M) NORTHWEST OF A STREET LIGHT POLE. DESCRIBED BY C.E.
 EC3128'GEOGHEGAN.
 EC3128
 EC3128                          STATION RECOVERY (1999)
 EC3128
 EC3128'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3128'STATION IS LOCATED 1.1 MILES (1.8 KM) SOUTH OF CAMDEN.
 EC3128'OWNERSHIP--SCEG, 205 SUMTER HIGHWAY, P.O.  BOX 795, CAMDEN, SC 29020,
 EC3128'CONTACT-GEORGE M.  WILLIAMS, PHONE 803-432-7615.  TO REACH THE STATION
 EC3128'FROM THE JUNCTION OF U.S.  HIGHWAYS 521, 601 (BROAD STREET) AND 1, 601
 EC3128'AND STATE HIGHWAY 34 (DEKALB STREET) IN CAMDEN, GO SOUTH ON HIGHWAY
 EC3128'521 FOR 1.05 MILES (1.69 KM) TO THE STATION NEAR THE SOUTHEAST CORNER
 EC3128'OF A SMALL BRICK OFFICE BUILDING IN THE NORTHWEST ANGLE OF THE
 EC3128'JUNCTION OF STATE ROAD 897.  STATION IS CONCRETE POST FLUSH WITH THE
 EC3128'GROUND AND LEVEL WITH THE HIGHWAY, 41.1 FEET (12.5 M) WEST OF THE EAST
 EC3128'EDGE OF THE HIGHWAY CURB, 13.9 FEET (4.2 M) EAST OF THE SOUTHEAST
 EC3128'CORNER OF THE BUILDING, 8.5 FEET (2.6 M) WEST OF THE WEST EDGE OF A
 EC3128'SIDEWALK, 19.2 FEET (5.9 M) WEST OF THE BASE OF THE SOUTHWEST CORNER
 EC3128'OF A METAL SIGN, 38.8 FEET (11.8 M) NORTHWEST OF A STREET LIGHT POLE,
 EC3128'38.5 FEET (11.7 M) NORTHWEST OF A WITNESS POST. RECOVERED BY J.B.
 EC3128'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3129 ***********************************************************************
 EC3129  DESIGNATION -  28 022
 EC3129  PID         -  EC3129
 EC3129  STATE/COUNTY-  SC/KERSHAW
 EC3129  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3129
 EC3129                         *CURRENT SURVEY CONTROL
 EC3129  ___________________________________________________________________
 EC3129* NAD 83(2001)-  34 13 19.80975(N)    080 35 56.23580(W)     ADJUSTED  
 EC3129* NAVD 88     -        45.504  (meters)     149.29   (feet)  ADJUSTED  
 EC3129  ___________________________________________________________________
 EC3129  X           -     862,366.287 (meters)                     COMP
 EC3129  Y           -  -5,208,542.560 (meters)                     COMP
 EC3129  Z           -   3,566,858.686 (meters)                     COMP
 EC3129  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 EC3129  ELLIP HEIGHT-          14.38  (meters)          (03/13/03) GPS OBS
 EC3129  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 EC3129  DYNAMIC HT  -          45.459 (meters)     149.14  (feet)  COMP
 EC3129  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 EC3129
 EC3129  HORZ ORDER  -  FIRST
 EC3129  VERT ORDER  -  FIRST     CLASS II
 EC3129  ELLP ORDER  -  FOURTH    CLASS II
 EC3129
 EC3129.The horizontal coordinates were established by GPS observations
 EC3129.and adjusted by the National Geodetic Survey in March 2003..
 EC3129
 EC3129.The orthometric height was determined by differential leveling
 EC3129.and adjusted by the National Geodetic Survey in June 1994..
 EC3129
 EC3129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3129
 EC3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3129
 EC3129.The ellipsoidal height was determined by GPS observations
 EC3129.and is referenced to NAD 83.
 EC3129
 EC3129.The geoid height was determined by GEOID03.
 EC3129
 EC3129.The dynamic height is computed by dividing the NAVD 88
 EC3129.geopotential number by the normal gravity value computed on the
 EC3129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3129.degrees latitude (g = 980.6199 gals.).
 EC3129
 EC3129.The modeled gravity was interpolated from observed gravity values.
 EC3129
 EC3129;                    North         East     Units Scale Factor Converg.
 EC3129;SPC SC       -   264,986.372   646,547.774   MT  0.99984008   +0 13 20.4
 EC3129;SPC SC       -   869,377.86  2,121,219.73   iFT  0.99984008   +0 13 20.4
 EC3129;UTM  17      - 3,786,862.831   536,939.107   MT  0.99961682   +0 13 32.0
 EC3129
 EC3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3129!SPC SC       -   0.99999774  x   0.99984008  =   0.99983782
 EC3129!UTM  17      -   0.99999774  x   0.99961682  =   0.99961456
 EC3129
 EC3129|---------------------------------------------------------------------|
 EC3129| PID    Reference Object                     Distance      Geod. Az  |
 EC3129|                                                           dddmmss.s |
 EC3129| AJ7061 24395 A                             310.372 METERS 11555     |
 EC3129|---------------------------------------------------------------------|
 EC3129
 EC3129                          SUPERSEDED SURVEY CONTROL
 EC3129
 EC3129  NAD 83(1986)-  34 13 19.82385(N)    080 35 56.23625(W) AD(       ) 1
 EC3129  NAD 83(1995)-  34 13 19.80975(N)    080 35 56.23572(W) AD(       ) 1
 EC3129  ELLIP H (01/10/02)   14.35   (m)                       GP(       ) 4 1
 EC3129  NAVD 88 (01/10/02)   45.50   (m)          149.3    (f) LEVELING    3  
 EC3129
 EC3129.Superseded values are not recommended for survey control.
 EC3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3129.See file dsdata.txt to determine how the superseded data were derived.
 EC3129
 EC3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3693986863(NAD 83)
 EC3129_MARKER: DD = SURVEY DISK
 EC3129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3129_SP_SET: CONCRETE POST
 EC3129_STAMPING: 28 022 1993
 EC3129_MARK LOGO: SCGS  
 EC3129_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3129+STABILITY: SURFACE MOTION
 EC3129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3129+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1999
 EC3129
 EC3129  HISTORY     - Date     Condition        Report By
 EC3129  HISTORY     - 1993     MONUMENTED       SCGS
 EC3129  HISTORY     - 19990419 GOOD             SCGS
 EC3129
 EC3129                          STATION DESCRIPTION
 EC3129
 EC3129'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3129'STATION IS LOCATED 1.7 MILES (2.7 KM) SOUTH OF CAMDEN. OWNERSHIP--A.P.
 EC3129'BOWDEN CONSTRUCTION INCORPORATED, 367 SUMTER HIGHWAY, CAMDEN, SC
 EC3129'29020, PHONE 803-432-7339. TO REACH THE STATION FROM THE JUNCTION
 EC3129'OVERPASS OF INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY 521 (SUMTER
 EC3129'HIGHWAY), 2.4 MILES (3.9 KM) SOUTH SOUTHEAST OF CAMDEN, GO NORTH
 EC3129'NORTHWEST ON HIGHWAY 521 FOR 0.55 MILE (0.89 KM) TO THE STATION ON
 EC3129'THE LEFT NEAR A SMALL RADIO MAST IN FRONT OF A BRICK BUILDING (A.P.
 EC3129'BOWDEN CONSTRUCTION INCORPORATED). STATION IS A CONCRETE POST FLUSH
 EC3129'WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 161.6 FEET
 EC3129'(49.3 M) SOUTH SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 EC3129'HIGHWAY, 4.4 FEET (1.3 M) EAST OF THE EAST CORNER OF THE 3.0 FOOT
 EC3129'(0.9 M) BY 3.0 FOOT (0.9 M) CONCRETE PAD FOR THE MAST, 22.1 FEET
 EC3129'(6.7 M) EAST OF THE NORTH CORNER OF THE BUILDING, 36.6 FEET (11.2 M)
 EC3129'NORTHWEST OF THE EAST CORNER OF THE BUILDING, 22.0 FEET (6.7 M) WEST
 EC3129'NORTHWEST OF A GROUND-MOUNTED FLOOD LIGHT. DESCRIBED BY C.E.
 EC3129'GEOGHEGAN.
 EC3129
 EC3129                          STATION RECOVERY (1999)
 EC3129
 EC3129'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3129'STATION IS LOCATED 1.7 MILES (2.7 KM) SOUTH OF CAMDEN. OWNERSHIP--A.P.
 EC3129'BOWDEN CONSTRUCTION, INCORPORATED, 367 SUMTER HIGHWAY, CAMDEN, SC
 EC3129'29020, PHONE 803-432-7339.  TO REACH THE STATION FROM THE JUNCTION
 EC3129'OVERPASS OF INTERSTATE 20 AND U.S.  HIGHWAY 521 (SUMTER HIGHWAY) , 2.4
 EC3129'MILES (3.9 KM) SOUTH SOUTHEAST OF CAMDEN, GO NORTH NORTHWEST ON
 EC3129'HIGHWAY 521 FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE LEFT NEAR A
 EC3129'SMALL RADIO MAST IN FRONT OF A BRICK BUILDING (A.P.  BOWDEN
 EC3129'CONSTRUCTION, INCORPORATED.  STATION IS CONCRETE POST FLUSH WITH THE
 EC3129'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 161.8 FEET (49.3 M)
 EC3129'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 4.5
 EC3129'FEET (1.4 M) EAST OF THE EAST CORNER OF A 3-FOOT BY 3-FOOT CONCRETE
 EC3129'PAD FOR THE MAST, 22.1 FEET (6.7 M) EAST OF THE NORTHWEST CORNER OF
 EC3129'THE BUILDING, 36.4 FEET (11.1 M) NORTHWEST OF THE NORTHEAST CORNER OF
 EC3129'THE BUILDING, 28.9 FEET (8.8 M) WEST NORTHWEST OF A GROUND MOUNTED
 EC3129'FLOOD LIGHT.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3130 ***********************************************************************
 EC3130  DESIGNATION -  28 023
 EC3130  PID         -  EC3130
 EC3130  STATE/COUNTY-  SC/KERSHAW
 EC3130  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3130
 EC3130                         *CURRENT SURVEY CONTROL
 EC3130  ___________________________________________________________________
 EC3130* NAD 83(1986)-  34 12 44.     (N)    080 35 18.     (W)     SCALED    
 EC3130* NAVD 88     -        46.445  (meters)     152.38   (feet)  ADJUSTED  
 EC3130  ___________________________________________________________________
 EC3130  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 EC3130  DYNAMIC HT  -          46.399 (meters)     152.23  (feet)  COMP
 EC3130  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 EC3130
 EC3130  VERT ORDER  -  FIRST     CLASS II
 EC3130
 EC3130.The horizontal coordinates were scaled from a topographic map and have
 EC3130.an estimated accuracy of +/- 6 seconds.
 EC3130
 EC3130.The orthometric height was determined by differential leveling
 EC3130.and adjusted by the National Geodetic Survey in June 1994..
 EC3130
 EC3130.The geoid height was determined by GEOID03.
 EC3130
 EC3130.The dynamic height is computed by dividing the NAVD 88
 EC3130.geopotential number by the normal gravity value computed on the
 EC3130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3130.degrees latitude (g = 980.6199 gals.).
 EC3130
 EC3130.The modeled gravity was interpolated from observed gravity values.
 EC3130
 EC3130;                    North         East    Units  Estimated Accuracy
 EC3130;SPC SC       -   263,890.      647,530.      MT  (+/- 180 meters Scaled)
 EC3130
 EC3130                          SUPERSEDED SURVEY CONTROL
 EC3130
 EC3130.No superseded survey control is available for this station.
 EC3130
 EC3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT379857(NAD 83)
 EC3130_MARKER: DD = SURVEY DISK
 EC3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3130_SP_SET: CONCRETE POST
 EC3130_STAMPING: 28 023 1993
 EC3130_MARK LOGO: SCGS  
 EC3130_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3130+STABILITY: SURFACE MOTION
 EC3130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3130+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1999
 EC3130
 EC3130  HISTORY     - Date     Condition        Report By
 EC3130  HISTORY     - 1993     MONUMENTED       SCGS
 EC3130  HISTORY     - 19990419 GOOD             SCGS
 EC3130
 EC3130                          STATION DESCRIPTION
 EC3130
 EC3130'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3130'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTH SOUTHEAST OF CAMDEN.
 EC3130'OWNERSHIP--MULBERRY RESOURCES, P.O. BOX 731, CAMDEN, SC 29020, PHONE
 EC3130'803-432-0983, CONTACT-ROBERT A. BRUCE. TO REACH THE STATION FROM THE
 EC3130'JUNCTION OVERPASS OF INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY 521
 EC3130'(SUMTER HIGHWAY), 2.4 MILES (3.9 KM) SOUTH SOUTHEAST OF CAMDEN, GO
 EC3130'SOUTH SOUTHEAST ON HIGHWAY 521 FOR 0.35 MILE (0.56 KM) TO THE STATION
 EC3130'ON THE LEFT NEAR A POWER POLE AT THE SOUTH CORNER OF THE FRONT YARD
 EC3130'OF A CONCRETE BLOCK DUPLEX. STATION IS A CONCRETE POST FLUSH WITH THE
 EC3130'GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 89.5 FEET (27.3 M)
 EC3130'EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 8.2 FEET (2.5 M) NORTH
 EC3130'NORTHWEST OF THE POWER POLE SM355 WITH A GUY WIRE, 60.2 FEET
 EC3130'(18.3 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE DUPLEX, 8.0 FEET
 EC3130'(2.4 M) NORTH NORTHWEST OF A WITNESS POST AT A TELEPHONE JUNCTION BOX
 EC3130'NUMBER 600. DESCRIBED BY C.E. GEOGHEGAN.
 EC3130
 EC3130                          STATION RECOVERY (1999)
 EC3130
 EC3130'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3130'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTH OF CAMDEN.
 EC3130'OWNERSHIP--MULBERRY RESOURCES, P.O.  BOX 731, CAMDEN, SC 29020, PHONE
 EC3130'803-432-0983, CONTACT-ROBERT A.  BRUCE.  TO REACH THE STATION FROM THE
 EC3130'JUNCTION OVERPASS OF INTERSTATE 20 AND U.S.  HIGHWAY 521 (SUMTER
 EC3130'HIGHWAY) , 2.4 MILES (3.9 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH
 EC3130'SOUTHEAST ON HIGHWAY 521 FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE
 EC3130'LEFT NEAR A POWER POLE AT THE SOUTH CORNER OF THE FRONT YARD OF A
 EC3130'CONCRETE BLOCK DUPLEX.  STATION IS CONCRETE POST RECESSED 0.1 FOOT
 EC3130'(3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 90.3 FEET (27.5 M)
 EC3130'EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 8.4 FEET (2.6 M) NORTH
 EC3130'NORTHWEST OF A POWER POLE SM355 WITH A GUY WIRE, 60.2 FEET (18.3 M)
 EC3130'SOUTHWEST OF THE SOUTH CORNER OF THE DUPLEX, 8.2 FEET (2.5 M) NORTH
 EC3130'NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 600.  RECOVERED BY J.B.
 EC3130'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3131 ***********************************************************************
 EC3131  DESIGNATION -  28 024
 EC3131  PID         -  EC3131
 EC3131  STATE/COUNTY-  SC/KERSHAW
 EC3131  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3131
 EC3131                         *CURRENT SURVEY CONTROL
 EC3131  ___________________________________________________________________
 EC3131* NAD 83(1986)-  34 12 20.     (N)    080 35 10.     (W)     SCALED    
 EC3131* NAVD 88     -        44.733  (meters)     146.76   (feet)  ADJUSTED  
 EC3131  ___________________________________________________________________
 EC3131  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 EC3131  DYNAMIC HT  -          44.688 (meters)     146.61  (feet)  COMP
 EC3131  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 EC3131
 EC3131  VERT ORDER  -  FIRST     CLASS II
 EC3131
 EC3131.The horizontal coordinates were scaled from a topographic map and have
 EC3131.an estimated accuracy of +/- 6 seconds.
 EC3131
 EC3131.The orthometric height was determined by differential leveling
 EC3131.and adjusted by the National Geodetic Survey in June 1994..
 EC3131
 EC3131.The geoid height was determined by GEOID03.
 EC3131
 EC3131.The dynamic height is computed by dividing the NAVD 88
 EC3131.geopotential number by the normal gravity value computed on the
 EC3131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3131.degrees latitude (g = 980.6199 gals.).
 EC3131
 EC3131.The modeled gravity was interpolated from observed gravity values.
 EC3131
 EC3131;                    North         East    Units  Estimated Accuracy
 EC3131;SPC SC       -   263,150.      647,740.      MT  (+/- 180 meters Scaled)
 EC3131
 EC3131                          SUPERSEDED SURVEY CONTROL
 EC3131
 EC3131.No superseded survey control is available for this station.
 EC3131
 EC3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT381850(NAD 83)
 EC3131_MARKER: DD = SURVEY DISK
 EC3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3131_SP_SET: CONCRETE POST
 EC3131_STAMPING: 28 024 1993
 EC3131_MARK LOGO: SCGS  
 EC3131_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3131+STABILITY: SURFACE MOTION
 EC3131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3131+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1999
 EC3131
 EC3131  HISTORY     - Date     Condition        Report By
 EC3131  HISTORY     - 1993     MONUMENTED       SCGS
 EC3131  HISTORY     - 19990419 GOOD             SCGS
 EC3131
 EC3131                          STATION DESCRIPTION
 EC3131
 EC3131'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3131'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTH SOUTHEAST OF CAMDEN.
 EC3131'OWNERSHIP--MULBERRY RESOURCES, P.O. BOX 731, CAMDEN, SC 29020, PHONE
 EC3131'803-432-0983, CONTACT-ROBERT A. BRUCE. TO REACH THE STATION FROM THE
 EC3131'JUNCTION OVERPASS OF INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY 521
 EC3131'(SUMTER HIGHWAY), 2.4 MILES (3.9 KM) SOUTH SOUTHEAST OF CAMDEN, GO
 EC3131'SOUTH SOUTHEAST ON HIGHWAY 521 FOR 0.85 MILE (1.37 KM) TO THE STATION
 EC3131'ON THE RIGHT BEHIND A BRICK WALL ON THE SOUTH SIDE OF A GRAVEL
 EC3131'ENTRANCE DRIVEWAY TO THE MULBERRY PLANTATION. STATION IS A CONCRETE
 EC3131'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 82.4 FEET
 EC3131'(25.1 M) WEST OF THE CENTER OF THE HIGHWAY, 24.5 FEET (7.5 M) SOUTH
 EC3131'OF THE CENTER OF THE DRIVEWAY, 2.9 FEET (0.9 M) SOUTHWEST OF THE
 EC3131'SOUTHWEST FACE OF THE WALL, 15.0 FEET (4.6 M) SOUTH OF THE SOUTHEAST
 EC3131'CORNER OF THE TALLER BRICK PILLAR (SUPPPORTING AN IRON GATE), 24.2
 EC3131'FEET (7.4 M) NORTHWEST OF THE NORTHWEST CORNER OF THE SHORTER BRICK
 EC3131'PILLAR. DESCRIBED BY C.E. GEOGHEGAN.
 EC3131
 EC3131                          STATION RECOVERY (1999)
 EC3131
 EC3131'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3131'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTH OF CAMDEN.
 EC3131'OWNERSHIP--MULBERRY RESOURCES, P.O.  BOX 731, CAMDEN, SC 29020, PHONE
 EC3131'803-432-0983, CONTACT-ROBERT A.  BRUCE.  TO REACH THE STATION FROM THE
 EC3131'JUNCTION OVERPASS OF INTERSTATE 20 AND U.S.  HIGHWAY 521 (SUMTER
 EC3131'HIGHWAY) , 2.4 MILES (3.9 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH
 EC3131'SOUTHEAST ON HIGHWAY 521 FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE
 EC3131'RIGHT BEHIND A BRICK WALL ON THE SOUTH SIDE OF A GRAVEL ENTRANCE
 EC3131'DRIVEWAY TO THE MULBERRY PLANTATION.  STATION IS CONCRETE POST FLUSH
 EC3131'WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE HIGHWAY, 82.7 FEET
 EC3131'(25.2 M) WEST OF THE CENTER OF THE HIGHWAY, 24.5 FEET (7.5 M) SOUTH
 EC3131'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 2.9 FEET (0.9 M) WEST
 EC3131'SOUTHWEST OF THE SOUTHWEST FACE OF THE WALL, 15.1 FEET (4.6 M) SOUTH
 EC3131'OF THE SOUTHEAST CORNER OF THE TALLER BRICK PILLAR (SUPPORTING AN IRON
 EC3131'GATE) , 24.1 FEET (7.3 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 EC3131'SHORTER BRICK PILLAR.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3132 ***********************************************************************
 EC3132  DESIGNATION -  28 025
 EC3132  PID         -  EC3132
 EC3132  STATE/COUNTY-  SC/KERSHAW
 EC3132  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3132
 EC3132                         *CURRENT SURVEY CONTROL
 EC3132  ___________________________________________________________________
 EC3132* NAD 83(1986)-  34 11 27.     (N)    080 34 53.     (W)     SCALED    
 EC3132* NAVD 88     -        43.549  (meters)     142.88   (feet)  ADJUSTED  
 EC3132  ___________________________________________________________________
 EC3132  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 EC3132  DYNAMIC HT  -          43.506 (meters)     142.74  (feet)  COMP
 EC3132  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 EC3132
 EC3132  VERT ORDER  -  FIRST     CLASS II
 EC3132
 EC3132.The horizontal coordinates were scaled from a topographic map and have
 EC3132.an estimated accuracy of +/- 6 seconds.
 EC3132
 EC3132.The orthometric height was determined by differential leveling
 EC3132.and adjusted by the National Geodetic Survey in June 1994..
 EC3132
 EC3132.The geoid height was determined by GEOID03.
 EC3132
 EC3132.The dynamic height is computed by dividing the NAVD 88
 EC3132.geopotential number by the normal gravity value computed on the
 EC3132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3132.degrees latitude (g = 980.6199 gals.).
 EC3132
 EC3132.The modeled gravity was interpolated from observed gravity values.
 EC3132
 EC3132;                    North         East    Units  Estimated Accuracy
 EC3132;SPC SC       -   261,520.      648,180.      MT  (+/- 180 meters Scaled)
 EC3132
 EC3132                          SUPERSEDED SURVEY CONTROL
 EC3132
 EC3132.No superseded survey control is available for this station.
 EC3132
 EC3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT385833(NAD 83)
 EC3132_MARKER: DD = SURVEY DISK
 EC3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3132_SP_SET: CONCRETE POST
 EC3132_STAMPING: 28 025 1993
 EC3132_MARK LOGO: SCGS  
 EC3132_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3132+STABILITY: SURFACE MOTION
 EC3132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3132+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1999
 EC3132
 EC3132  HISTORY     - Date     Condition        Report By
 EC3132  HISTORY     - 1993     MONUMENTED       SCGS
 EC3132  HISTORY     - 19990419 GOOD             SCGS
 EC3132
 EC3132                          STATION DESCRIPTION
 EC3132
 EC3132'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3132'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTH SOUTHEAST OF CAMDEN, 6.9
 EC3132'MILES (11.1 KM) NORTH NORTHWEST OF REMBERT. OWNERSHIP--SCDOT,
 EC3132'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3132'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3132'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 EC3132'SOUTHEAST OF CAMDEN, GO NORTH NORTHWEST ON HIGHWAY 521 FOR 0.3 MILE
 EC3132'(0.5 KM) TO THE STATION ON THE LEFT NEAR A SECURITY LIGHT POLE FOR
 EC3132'THE PARKING LOT OF A WOOD-SIDED CHURCH (WESLEY CHAPEL UNITED
 EC3132'METHODIST CHURCH). STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EC3132'AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 32.8 FEET (10.0 M) WEST
 EC3132'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 6.7 FEET (2.0 M) EAST
 EC3132'NORTHEAST OF THE LIGHT POLE JH42 WITH A GUY WIRE, 58.2 FEET (17.7 M)
 EC3132'NORTH OF THE NORTH CORNER OF THE CHURCH, 64.8 FEET (19.8 M) NORTH
 EC3132'NORTHWEST OF THE NORTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 EC3132'BENEATH A WALKWAY TO THE CHURCH, 83.1 FEET (25.3 M) SOUTH SOUTHEAST
 EC3132'OF THE SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EC3132'PARKING LOT ENTRANCE, 26.4 FEET (8.0 M) NORTHEAST OF THE NORTHEAST
 EC3132'EDGE OF A SIDEWALK. DESCRIBED BY C.E. GEOGHEGAN.
 EC3132
 EC3132                          STATION RECOVERY (1999)
 EC3132
 EC3132'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3132'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTH OF CAMDEN.
 EC3132'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EC3132'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EC3132'JUNCTION OF U.S.  HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 EC3132'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO NORTH NORTHWEST ON
 EC3132'HIGHWAY 521 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT NEAR A
 EC3132'SECURITY LIGHT POLE FOR THE PARKING LOT OF A WOOD-SIDED CHURCH (WESLEY
 EC3132'CHAPEL UNITED METHODIST CHURCH) .  STATION IS CONCRETE POST RECESSED
 EC3132'0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 32.0 FEET
 EC3132'(9.8 M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 6.2 FEET (1.9 M)
 EC3132'EAST NORTHEAST OF THE LIGHT POLE JH42BT WITH A GUY WIRE, 58.3 FEET
 EC3132'(17.8 M) NORTH OF THE NORTH CORNER OF THE CHURCH, 65.2 FEET (19.9 M)
 EC3132'NORTH NORTHWEST OF THE NORTHWEST END OF A 1.5-FOOT CONCRETE PIPE
 EC3132'CULVERT BENEATH A WALKWAY TO THE CHURCH, 83.3 FEET (25.4 M) SOUTH
 EC3132'SOUTHEAST OF THE SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 EC3132'BENEATH THE PARKING LOT ENTRANCE, 26.9 FEET (8.2 M) EAST NORTHEAST OF
 EC3132'THE NORTHEAST EDGE OF A SIDEWALK.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3133 ***********************************************************************
 EC3133  DESIGNATION -  28 026
 EC3133  PID         -  EC3133
 EC3133  STATE/COUNTY-  SC/KERSHAW
 EC3133  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3133
 EC3133                         *CURRENT SURVEY CONTROL
 EC3133  ___________________________________________________________________
 EC3133* NAD 83(1986)-  34 10 56.     (N)    080 34 38.     (W)     SCALED    
 EC3133* NAVD 88     -        44.329  (meters)     145.44   (feet)  ADJUSTED  
 EC3133  ___________________________________________________________________
 EC3133  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EC3133  DYNAMIC HT  -          44.286 (meters)     145.29  (feet)  COMP
 EC3133  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 EC3133
 EC3133  VERT ORDER  -  FIRST     CLASS II
 EC3133
 EC3133.The horizontal coordinates were scaled from a topographic map and have
 EC3133.an estimated accuracy of +/- 6 seconds.
 EC3133
 EC3133.The orthometric height was determined by differential leveling
 EC3133.and adjusted by the National Geodetic Survey in June 1994..
 EC3133
 EC3133.The geoid height was determined by GEOID03.
 EC3133
 EC3133.The dynamic height is computed by dividing the NAVD 88
 EC3133.geopotential number by the normal gravity value computed on the
 EC3133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3133.degrees latitude (g = 980.6199 gals.).
 EC3133
 EC3133.The modeled gravity was interpolated from observed gravity values.
 EC3133
 EC3133;                    North         East    Units  Estimated Accuracy
 EC3133;SPC SC       -   260,560.      648,570.      MT  (+/- 180 meters Scaled)
 EC3133
 EC3133                          SUPERSEDED SURVEY CONTROL
 EC3133
 EC3133.No superseded survey control is available for this station.
 EC3133
 EC3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT389824(NAD 83)
 EC3133_MARKER: DD = SURVEY DISK
 EC3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3133_SP_SET: CONCRETE POST
 EC3133_STAMPING: 28 026 1993
 EC3133_MARK LOGO: SCGS  
 EC3133_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3133+STABILITY: SURFACE MOTION
 EC3133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3133+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1999
 EC3133
 EC3133  HISTORY     - Date     Condition        Report By
 EC3133  HISTORY     - 1993     MONUMENTED       SCGS
 EC3133  HISTORY     - 19990419 GOOD             SCGS
 EC3133
 EC3133                          STATION DESCRIPTION
 EC3133
 EC3133'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3133'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTH SOUTHEAST OF CAMDEN, 6.3
 EC3133'MILES (10.1 KM) NORTH NORTHWEST OF REMBERT. OWNERSHIP--SCDOT,
 EC3133'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3133'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3133'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 EC3133'SOUTHEAST OF CAMDEN, GO SOUTH ON HIGHWAY 261 FOR 0.35 MILE (0.56 KM)
 EC3133'TO THE STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF A BOX CULVERT
 EC3133'BENEATH THE HIGHWAY. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT
 EC3133'(6.1 CM) AND LEVEL WITH THE HIGHWAY, 14.8 FEET (4.5 M) EAST OF THE
 EC3133'CENTER OF THE HIGHWAY, 3.2 FEET (1.0 M) SOUTHWEST OF THE SOUTH CORNER
 EC3133'OF THE SOUTHEAST WINGWALL OF THE CULVERT, 2.5 FEET (0.8 M) SOUTH OF A
 EC3133'WITNESS POST AT THE FIRST GUARDRAIL POST. DESCRIBED BY C.E.
 EC3133'GEOGHEGAN.
 EC3133
 EC3133                          STATION RECOVERY (1999)
 EC3133
 EC3133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3133'STATION IS LOCATED 4.7 MILES (7.6 KM) SOUTH OF CAMDEN.
 EC3133'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EC3133'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EC3133'JUNCTION OF U.S.  HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 EC3133'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHWEST ON
 EC3133'HIGHWAY 261 FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE LEFT NEAR
 EC3133'THE SOUTHEAST CORNER OF A BOX CULVERT BENEATH THE HIGHWAY. STATION IS
 EC3133'CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY,
 EC3133'15.3 FEET (4.7 M) EAST OF THE CENTER OF THE HIGHWAY, 3.3 FEET (1.0 M)
 EC3133'SOUTHWEST OF THE SOUTH CORNER OF THE SOUTHEAST WINGWALL OF THE
 EC3133'CULVERT, 2.3 FEET (0.7 M) SOUTH OF A WITNESS POST AT THE FIRST
 EC3133'GUARDRAIL POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3134 ***********************************************************************
 EC3134  DESIGNATION -  28 027
 EC3134  PID         -  EC3134
 EC3134  STATE/COUNTY-  SC/KERSHAW
 EC3134  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3134
 EC3134                         *CURRENT SURVEY CONTROL
 EC3134  ___________________________________________________________________
 EC3134* NAD 83(2001)-  34 09 49.06110(N)    080 34 20.60680(W)     ADJUSTED  
 EC3134* NAVD 88     -        49.656  (meters)     162.91   (feet)  ADJUSTED  
 EC3134  ___________________________________________________________________
 EC3134  X           -     865,379.304 (meters)                     COMP
 EC3134  Y           -  -5,211,745.522 (meters)                     COMP
 EC3134  Z           -   3,561,489.613 (meters)                     COMP
 EC3134  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 EC3134  ELLIP HEIGHT-          18.37  (meters)          (03/13/03) GPS OBS
 EC3134  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EC3134  DYNAMIC HT  -          49.607 (meters)     162.75  (feet)  COMP
 EC3134  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 EC3134
 EC3134  HORZ ORDER  -  FIRST
 EC3134  VERT ORDER  -  FIRST     CLASS II
 EC3134  ELLP ORDER  -  FOURTH    CLASS II
 EC3134
 EC3134.The horizontal coordinates were established by GPS observations
 EC3134.and adjusted by the National Geodetic Survey in March 2003..
 EC3134
 EC3134.The orthometric height was determined by differential leveling
 EC3134.and adjusted by the National Geodetic Survey in June 1994..
 EC3134
 EC3134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3134
 EC3134.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3134
 EC3134.The ellipsoidal height was determined by GPS observations
 EC3134.and is referenced to NAD 83.
 EC3134
 EC3134.The geoid height was determined by GEOID03.
 EC3134
 EC3134.The dynamic height is computed by dividing the NAVD 88
 EC3134.geopotential number by the normal gravity value computed on the
 EC3134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3134.degrees latitude (g = 980.6199 gals.).
 EC3134
 EC3134.The modeled gravity was interpolated from observed gravity values.
 EC3134
 EC3134;                    North         East     Units Scale Factor Converg.
 EC3134;SPC SC       -   258,503.564   649,021.893   MT  0.99983076   +0 14 13.4
 EC3134;SPC SC       -   848,108.81  2,129,336.92   iFT  0.99983076   +0 14 13.4
 EC3134;UTM  17      - 3,780,381.568   539,413.043   MT  0.99961915   +0 14 24.5
 EC3134
 EC3134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3134!SPC SC       -   0.99999712  x   0.99983076  =   0.99982788
 EC3134!UTM  17      -   0.99999712  x   0.99961915  =   0.99961627
 EC3134
 EC3134:                Primary Azimuth Mark                     Grid Az
 EC3134:SPC SC       -  28 028                                   121 48 49.7
 EC3134:UTM  17      -  28 028                                   121 48 38.6
 EC3134
 EC3134|---------------------------------------------------------------------|
 EC3134| PID    Reference Object                     Distance      Geod. Az  |
 EC3134|                                                           dddmmss.s |
 EC3134| EC3135 28 028                              APPROX. 0.6 KM 1220303.1 |
 EC3134|---------------------------------------------------------------------|
 EC3134
 EC3134                          SUPERSEDED SURVEY CONTROL
 EC3134
 EC3134  NAD 83(1986)-  34 09 49.07352(N)    080 34 20.60672(W) AD(       ) 1
 EC3134  NAD 83(1995)-  34 09 49.06070(N)    080 34 20.60653(W) AD(       ) 1
 EC3134  ELLIP H (01/10/02)   18.39   (m)                       GP(       ) 4 1
 EC3134  NAVD 88 (01/10/02)   49.66   (m)          162.9    (f) LEVELING    3  
 EC3134
 EC3134.Superseded values are not recommended for survey control.
 EC3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3134.See file dsdata.txt to determine how the superseded data were derived.
 EC3134
 EC3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3941380382(NAD 83)
 EC3134_MARKER: DD = SURVEY DISK
 EC3134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3134_SP_SET: CONCRETE POST
 EC3134_STAMPING: 28 027 1993
 EC3134_MARK LOGO: SCGS  
 EC3134_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3134+STABILITY: SURFACE MOTION
 EC3134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3134+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1999
 EC3134
 EC3134  HISTORY     - Date     Condition        Report By
 EC3134  HISTORY     - 1993     MONUMENTED       SCGS
 EC3134  HISTORY     - 19990419 GOOD             SCGS
 EC3134
 EC3134                          STATION DESCRIPTION
 EC3134
 EC3134'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3134'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTH SOUTHEAST OF CAMDEN, 5.0
 EC3134'MILES (8.0 KM) NORTH NORTHWEST OF REMBERT. OWNERSHIP--SCDOT, DIRECTOR
 EC3134'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3134'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3134'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 EC3134'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 1.65 MILES
 EC3134'(2.66 KM) TO THE JUNCTION OF STATE ROAD 92 (CANTEY LANE ROAD), TURN
 EC3134'RIGHT ON ROAD 92 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT
 EC3134'NEAR A GATE POST FOR A METAL GATE AT A FIELD ACCESS ROAD. STATION IS
 EC3134'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 26.8
 EC3134'FEET (8.2 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 4.2 FEET
 EC3134'(1.3 M) SOUTHWEST OF THE WEST GATE POST, 8.8 FEET (2.7 M) WEST
 EC3134'NORTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 EC3134'THE FIELD ACCESS ROAD, 43.0 FEET (13.1 M) WEST SOUTHWEST OF THE NORTH
 EC3134'END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 98.3 FEET
 EC3134'(30.0 M) WEST SOUTHWEST OF A POWER POLE 500/JJ37 WITH TWO GUY WIRES,
 EC3134'1.4 FEET (0.4 M) SOUTH SOUTHEAST OF A WITNESS POST IN THE FENCE LINE.
 EC3134'DESCRIBED BY C.E. GEOGHEGAN.
 EC3134
 EC3134                          STATION RECOVERY (1999)
 EC3134
 EC3134'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3134'STATION IS LOCATED 6.1 MILES (9.8 KM) SOUTH OF CAMDEN.
 EC3134'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EC3134'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EC3134'JUNCTION OF U.S.  HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 EC3134'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON
 EC3134'HIGHWAY 521 FOR 1.65 MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 92
 EC3134'(CANTEY LANE ROAD) , TURN RIGHT ON ROAD 92 FOR 0.2 MILE (0.3 KM) TO
 EC3134'THE STATION ON THE RIGHT NEAR A WOODEN GATE POST FOR A METAL GATE AT A
 EC3134'FIELD ACCESS ROAD.  STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0
 EC3134'CM) AND LEVEL WITH THE ROAD, 26.9 FEET (8.2 M) NORTH NORTHWEST OF THE
 EC3134'CENTER OF THE ROAD, 4.4 FEET (1.3 M) WEST SOUTHWEST OF THE WEST GATE
 EC3134'POST, 8.9 FEET (2.7 M) WEST NORTHWEST OF THE WEST END OF A 1.5-FOOT
 EC3134'CONCRETE PIPE CULVERT BENEATH THE FIELD ACCESS ROAD, 45.5 FEET (13.9
 EC3134'M) WEST OF THE NORTH END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH
 EC3134'THE ROAD, 108.0 FEET (32.9 M) WEST NORTHWEST OF A POWER LINE STUB POLE
 EC3134'JJ38/BT WITH A GUY WIRE, 5.8 FEET (1.8 M) EAST OF A WITNESS POST IN
 EC3134'THE FENCE LINE.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3135 ***********************************************************************
 EC3135  DESIGNATION -  28 028
 EC3135  PID         -  EC3135
 EC3135  STATE/COUNTY-  SC/KERSHAW
 EC3135  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3135
 EC3135                         *CURRENT SURVEY CONTROL
 EC3135  ___________________________________________________________________
 EC3135* NAD 83(2001)-  34 09 38.75046(N)    080 34 00.79741(W)     ADJUSTED  
 EC3135* NAVD 88     -        53.977  (meters)     177.09   (feet)  ADJUSTED  
 EC3135  ___________________________________________________________________
 EC3135  X           -     865,909.651 (meters)                     COMP
 EC3135  Y           -  -5,211,841.885 (meters)                     COMP
 EC3135  Z           -   3,561,229.148 (meters)                     COMP
 EC3135  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 EC3135  ELLIP HEIGHT-          22.67  (meters)          (03/13/03) GPS OBS
 EC3135  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 EC3135  DYNAMIC HT  -          53.924 (meters)     176.92  (feet)  COMP
 EC3135  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 EC3135
 EC3135  HORZ ORDER  -  FIRST
 EC3135  VERT ORDER  -  FIRST     CLASS II
 EC3135  ELLP ORDER  -  FOURTH    CLASS II
 EC3135
 EC3135.The horizontal coordinates were established by GPS observations
 EC3135.and adjusted by the National Geodetic Survey in March 2003..
 EC3135
 EC3135.The orthometric height was determined by differential leveling
 EC3135.and adjusted by the National Geodetic Survey in June 1994..
 EC3135
 EC3135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3135
 EC3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3135
 EC3135.The ellipsoidal height was determined by GPS observations
 EC3135.and is referenced to NAD 83.
 EC3135
 EC3135.The geoid height was determined by GEOID03.
 EC3135
 EC3135.The dynamic height is computed by dividing the NAVD 88
 EC3135.geopotential number by the normal gravity value computed on the
 EC3135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3135.degrees latitude (g = 980.6199 gals.).
 EC3135
 EC3135.The modeled gravity was interpolated from observed gravity values.
 EC3135
 EC3135;                    North         East     Units Scale Factor Converg.
 EC3135;SPC SC       -   258,188.036   649,530.515   MT  0.99983033   +0 14 24.4
 EC3135;SPC SC       -   847,073.61  2,131,005.63   iFT  0.99983033   +0 14 24.4
 EC3135;UTM  17      - 3,780,066.134   539,921.574   MT  0.99961965   +0 14 35.5
 EC3135
 EC3135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3135!SPC SC       -   0.99999644  x   0.99983033  =   0.99982677
 EC3135!UTM  17      -   0.99999644  x   0.99961965  =   0.99961609
 EC3135
 EC3135:                Primary Azimuth Mark                     Grid Az
 EC3135:SPC SC       -  24395 E                                  160 39 31.3
 EC3135:UTM  17      -  24395 E                                  160 39 20.2
 EC3135
 EC3135|---------------------------------------------------------------------|
 EC3135| PID    Reference Object                     Distance      Geod. Az  |
 EC3135|                                                           dddmmss.s |
 EC3135| AJ7065 24395 E                             APPROX. 0.5 KM 1605355.7 |
 EC3135| EC3134 28 027                              APPROX. 0.6 KM 3020314.2 |
 EC3135|---------------------------------------------------------------------|
 EC3135
 EC3135                          SUPERSEDED SURVEY CONTROL
 EC3135
 EC3135  NAD 83(1986)-  34 09 38.76251(N)    080 34 00.79704(W) AD(       ) 1
 EC3135  NAD 83(1995)-  34 09 38.75012(N)    080 34 00.79719(W) AD(       ) 1
 EC3135  ELLIP H (01/10/02)   22.68   (m)                       GP(       ) 4 1
 EC3135  NAVD 88 (01/10/02)   53.98   (m)          177.1    (f) LEVELING    3  
 EC3135
 EC3135.Superseded values are not recommended for survey control.
 EC3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3135.See file dsdata.txt to determine how the superseded data were derived.
 EC3135
 EC3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT3992280066(NAD 83)
 EC3135_MARKER: DD = SURVEY DISK
 EC3135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3135_SP_SET: CONCRETE POST
 EC3135_STAMPING: 28 028 1993
 EC3135_MARK LOGO: SCGS  
 EC3135_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3135+STABILITY: SURFACE MOTION
 EC3135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3135+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 EC3135
 EC3135  HISTORY     - Date     Condition        Report By
 EC3135  HISTORY     - 1993     MONUMENTED       SCGS
 EC3135  HISTORY     - 19990420 GOOD             SCGS
 EC3135
 EC3135                          STATION DESCRIPTION
 EC3135
 EC3135'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3135'STATION IS LOCATED 4.7 MILES (7.6 KM) NORTH NORTHWEST OF REMBERT, 6.3
 EC3135'MILES (10.1 KM) SOUTH SOUTHEAST OF CAMDEN. OWNERSHIP--SCDOT, DIRECTOR
 EC3135'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3135'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3135'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 EC3135'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 1.65 MILES
 EC3135'(2.66 KM) TO THE JUNCTION OF STATE ROAD 92 (CANTEY LANE ROAD),
 EC3135'CONTINUE ON HIGHWAY 521 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE
 EC3135'LEFT NEAR THE CORNER OF A CHAIN LINK FENCE AT A LARGE METAL BUILDING
 EC3135'(UNUSED FARM IMPLEMENT SALES). STATION IS A CONCRETE POST FLUSH WITH
 EC3135'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 57.8 FEET
 EC3135'(17.6 M) EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 10.0 FEET
 EC3135'(3.0 M) EAST OF THE CORNER OF THE FENCE, 34.1 FEET (10.4 M) NORTH
 EC3135'NORTHWEST OF THE NORTHWEST (BRICK) CORNER OF THE BUILDING, 8.9 FEET
 EC3135'(2.7 M) EAST OF A POWER POLE 29-1/JJ05 WITH A GUY WIRE, 26.0 FEET
 EC3135'(7.9 M) WEST SOUTHWEST OF A SECURITY LIGHT POLE, 4.9 FEET (1.5 M)
 EC3135'SOUTH SOUTHEAST OF A WITNESS POST IN THE FENCE LINE. DESCRIBED BY C.E.
 EC3135'GEOGHEGAN.
 EC3135
 EC3135                          STATION RECOVERY (1999)
 EC3135
 EC3135'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3135'STATION IS LOCATED 6.4 MILES (10.3 KM) SOUTH SOUTHEAST OF CAMDEN.
 EC3135'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EC3135'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EC3135'JUNCTION OF U.S.  HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 EC3135'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON
 EC3135'HIGHWAY 521 FOR 1.65 MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 92
 EC3135'(CANTEY LANE ROAD) , CONTINUE ON HIGHWAY 521 FOR 0.3 MILE (0.5 KM) TO
 EC3135'THE STATION ON THE LEFT NEAR THE CORNER OF A CHAIN LINK FENCE AT A
 EC3135'LARGE METAL BUILDING (SOUTHEASTERN PRESS, SHEAR AND RESOLUTE EQUIPMENT
 EC3135'AND MANUFACTURING COMPANY) .  STATION IS CONCRETE POST RECESSED 0.2
 EC3135'FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 57.9 FEET (17.6 M) EAST OF
 EC3135'THE CENTER OF THE HIGHWAY, 10.0 FEET (3.0 M) EAST SOUTHEAST OF THE
 EC3135'CORNER OF THE FENCE, 34.0 FEET (10.4 M) NORTH NORTHWEST OF THE
 EC3135'NORTHWEST BRICK CORNER OF THE BUILDING, 9.2 FEET (2.8 M) EAST
 EC3135'SOUTHEAST OF A POWER POLE 29-1/JJ05BT WITH A SECURITY LIGHT AND GUY
 EC3135'WIRE, 4.8 FEET (1.5 M) SOUTH OF A WITNESS POST IN A FENCE LINE.
 EC3135'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3136 ***********************************************************************
 EC3136  DESIGNATION -  28 029
 EC3136  PID         -  EC3136
 EC3136  STATE/COUNTY-  SC/KERSHAW
 EC3136  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3136
 EC3136                         *CURRENT SURVEY CONTROL
 EC3136  ___________________________________________________________________
 EC3136* NAD 83(1986)-  34 08 36.     (N)    080 33 33.     (W)     SCALED    
 EC3136* NAVD 88     -        47.755  (meters)     156.68   (feet)  ADJUSTED  
 EC3136  ___________________________________________________________________
 EC3136  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EC3136  DYNAMIC HT  -          47.708 (meters)     156.52  (feet)  COMP
 EC3136  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 EC3136
 EC3136  VERT ORDER  -  FIRST     CLASS II
 EC3136
 EC3136.The horizontal coordinates were scaled from a topographic map and have
 EC3136.an estimated accuracy of +/- 6 seconds.
 EC3136
 EC3136.The orthometric height was determined by differential leveling
 EC3136.and adjusted by the National Geodetic Survey in June 1994..
 EC3136
 EC3136.The geoid height was determined by GEOID03.
 EC3136
 EC3136.The dynamic height is computed by dividing the NAVD 88
 EC3136.geopotential number by the normal gravity value computed on the
 EC3136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3136.degrees latitude (g = 980.6199 gals.).
 EC3136
 EC3136.The modeled gravity was interpolated from observed gravity values.
 EC3136
 EC3136;                    North         East    Units  Estimated Accuracy
 EC3136;SPC SC       -   256,260.      650,250.      MT  (+/- 180 meters Scaled)
 EC3136
 EC3136                          SUPERSEDED SURVEY CONTROL
 EC3136
 EC3136.No superseded survey control is available for this station.
 EC3136
 EC3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT406781(NAD 83)
 EC3136_MARKER: DD = SURVEY DISK
 EC3136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3136_SP_SET: CONCRETE POST
 EC3136_STAMPING: 28 029 1993
 EC3136_MARK LOGO: SCGS  
 EC3136_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3136+STABILITY: SURFACE MOTION
 EC3136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3136+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 EC3136
 EC3136  HISTORY     - Date     Condition        Report By
 EC3136  HISTORY     - 1993     MONUMENTED       SCGS
 EC3136  HISTORY     - 19990420 GOOD             SCGS
 EC3136
 EC3136                          STATION DESCRIPTION
 EC3136
 EC3136'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3136'STATION IS LOCATED 3.4 MILES (5.5 KM) NORTH NORTHWEST OF REMBERT, 7.6
 EC3136'MILES (12.2 KM) SOUTH SOUTHEAST OF CAMDEN. OWNERSHIP--SCDOT, DIRECTOR
 EC3136'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3136'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3136'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 EC3136'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 1.65 MILES
 EC3136'(2.66 KM) TO THE JUNCTION OF STATE ROAD 92 (CANTEY LANE ROAD),
 EC3136'CONTINUE ON HIGHWAY 521 FOR 1.6 MILES (2.6 KM) TO THE STATION ON THE
 EC3136'LEFT NEAR THE SOUTHEAST CORNER OF A BRIDGE OVER SWIFT CREEK, 1.05
 EC3136'MILES (1.69 KM) NORTH NORTHWEST OF THE JUNCTION OF STATE ROAD 23.
 EC3136'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3136'(15.2 CM) BELOW THE HIGHWAY, 21.5 FEET (6.6 M) EAST NORTHEAST OF THE
 EC3136'CENTER OF THE HIGHWAY, 44.1 FEET (13.4 M) SOUTH SOUTHEAST OF THE
 EC3136'SOUTHEAST CORNER OF THE SOUTHEAST WINGWALL OF THE BRIDGE, 6.1 FEET
 EC3136'(1.9 M) NORTH NORTHEAST OF A WITNESS POST. DESCRIBED BY C.E.
 EC3136'GEOGHEGAN.
 EC3136
 EC3136                          STATION RECOVERY (1999)
 EC3136
 EC3136'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3136'STATION IS LOCATED 6.4 MILES (10.3 KM) SOUTH SOUTHEAST OF CAMDEN.
 EC3136'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EC3136'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EC3136'JUNCTION OF U.S.  HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 EC3136'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON
 EC3136'HIGHWAY 521 FOR 1.65 MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 92
 EC3136'(CANTEY LANE ROAD) , CONTINUE ON HIGHWAY 521 FOR 1.6 MILES (2.6 KM) TO
 EC3136'THE STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF A BRIDGE OVER
 EC3136'SWIFT CREEK, 1.05 MILES (1.69 KM) NORTH NORTHWEST OF THE JUNCTION OF
 EC3136'STATE ROAD 23.  STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 EC3136'AND LEVEL WITH THE HIGHWAY, 21.6 FEET (6.6 M) EAST OF THE CENTER OF
 EC3136'THE HIGHWAY, 44.2 FEET (13.5 M) SOUTH SOUTHEAST OF THE SOUTHEAST
 EC3136'CORNER OF THE SOUTHEAST WINGWALL OF THE BRIDGE, 6.0 FEET (1.8 M) NORTH
 EC3136'NORTHEAST OF A WITNESS POST.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3137 ***********************************************************************
 EC3137  DESIGNATION -  28 030
 EC3137  PID         -  EC3137
 EC3137  STATE/COUNTY-  SC/KERSHAW
 EC3137  USGS QUAD   -  CAMDEN SOUTH (1953)
 EC3137
 EC3137                         *CURRENT SURVEY CONTROL
 EC3137  ___________________________________________________________________
 EC3137* NAD 83(1986)-  34 07 41.     (N)    080 33 19.     (W)     SCALED    
 EC3137* NAVD 88     -        51.679  (meters)     169.55   (feet)  ADJUSTED  
 EC3137  ___________________________________________________________________
 EC3137  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 EC3137  DYNAMIC HT  -          51.628 (meters)     169.38  (feet)  COMP
 EC3137  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 EC3137
 EC3137  VERT ORDER  -  FIRST     CLASS II
 EC3137
 EC3137.The horizontal coordinates were scaled from a topographic map and have
 EC3137.an estimated accuracy of +/- 6 seconds.
 EC3137
 EC3137.The orthometric height was determined by differential leveling
 EC3137.and adjusted by the National Geodetic Survey in June 1994..
 EC3137
 EC3137.The geoid height was determined by GEOID03.
 EC3137
 EC3137.The dynamic height is computed by dividing the NAVD 88
 EC3137.geopotential number by the normal gravity value computed on the
 EC3137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3137.degrees latitude (g = 980.6199 gals.).
 EC3137
 EC3137.The modeled gravity was interpolated from observed gravity values.
 EC3137
 EC3137;                    North         East    Units  Estimated Accuracy
 EC3137;SPC SC       -   254,570.      650,620.      MT  (+/- 180 meters Scaled)
 EC3137
 EC3137                          SUPERSEDED SURVEY CONTROL
 EC3137
 EC3137.No superseded survey control is available for this station.
 EC3137
 EC3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT410764(NAD 83)
 EC3137_MARKER: DD = SURVEY DISK
 EC3137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3137_SP_SET: CONCRETE POST
 EC3137_STAMPING: 28 030 1993
 EC3137_MARK LOGO: SCGS  
 EC3137_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3137+STABILITY: SURFACE MOTION
 EC3137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3137+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 EC3137
 EC3137  HISTORY     - Date     Condition        Report By
 EC3137  HISTORY     - 1993     MONUMENTED       SCGS
 EC3137  HISTORY     - 19990420 GOOD             SCGS
 EC3137
 EC3137                          STATION DESCRIPTION
 EC3137
 EC3137'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3137'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTH NORTHWEST OF REMBERT.
 EC3137'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3137'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3137'JUNCTION OF U.S. HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 EC3137'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON
 EC3137'HIGHWAY 521 FOR 4.3 MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 23,
 EC3137'TURN RIGHT ON ROAD 23 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 EC3137'RIGHT NEAR THE NORTHWEST CORNER OF A SMALL BRIDGE OVER A CREEK.
 EC3137'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC3137'ROAD, 15.7 FEET (4.8 M) NORTH OF THE CENTER OF THE ROAD, 4.9 FEET
 EC3137'(1.5 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH BRIDGE
 EC3137'CURB, 10.0 FEET (3.0 M) SOUTH SOUTHEAST OF A WITNESS POST, 8.6 FEET
 EC3137'(2.6 M) SOUTH SOUTHEAST OF A WITNESS POST AT A BURNED-OUT TELEPHONE
 EC3137'JUNCTION BOX. DESCRIBED BY C.E. GEOGHEGAN.
 EC3137
 EC3137                          STATION RECOVERY (1999)
 EC3137
 EC3137'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3137'STATION IS LOCATED 8.7 MILES (14.0 KM) SOUTH SOUTHEAST OF CAMDEN.
 EC3137'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EC3137'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EC3137'JUNCTION OF U.S.  HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 EC3137'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON
 EC3137'HIGHWAY 521 FOR 4.3 MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 23,
 EC3137'TURN RIGHT ON ROAD 23 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 EC3137'RIGHT NEAR THE NORTHWEST CORNER OF A SMALL BRIDGE OVER A CREEK.
 EC3137'STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE
 EC3137'ROAD, 16.1 FEET (4.9 M) NORTH OF THE CENTER OF THE ROAD, 4.8 FEET (1.5
 EC3137'M) WEST NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH BRIDGE CURB,
 EC3137'9.7 FEET (3.0 M) SOUTH SOUTHEAST OF A WITNESS POST AT A BURNED OUT
 EC3137'TELEPHONE JUNCTION BOX.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3110 ***********************************************************************
 EC3110  DESIGNATION -  28 031
 EC3110  PID         -  EC3110
 EC3110  STATE/COUNTY-  SC/KERSHAW
 EC3110  USGS QUAD   -  LUCKNOW (1970)
 EC3110
 EC3110                         *CURRENT SURVEY CONTROL
 EC3110  ___________________________________________________________________
 EC3110* NAD 83(2001)-  34 21 26.31231(N)    080 18 10.94809(W)     ADJUSTED  
 EC3110* NAVD 88     -        79.281  (meters)     260.11   (feet)  ADJUSTED  
 EC3110  ___________________________________________________________________
 EC3110  X           -     887,837.166 (meters)                     COMP
 EC3110  Y           -  -5,195,721.842 (meters)                     COMP
 EC3110  Z           -   3,579,262.997 (meters)                     COMP
 EC3110  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 EC3110  ELLIP HEIGHT-          47.99  (meters)          (03/13/03) GPS OBS
 EC3110  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 EC3110  DYNAMIC HT  -          79.203 (meters)     259.85  (feet)  COMP
 EC3110  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 EC3110
 EC3110  HORZ ORDER  -  FIRST
 EC3110  VERT ORDER  -  FIRST     CLASS II
 EC3110  ELLP ORDER  -  FOURTH    CLASS I
 EC3110
 EC3110.The horizontal coordinates were established by GPS observations
 EC3110.and adjusted by the National Geodetic Survey in March 2003..
 EC3110
 EC3110.The orthometric height was determined by differential leveling
 EC3110.and adjusted by the National Geodetic Survey in June 1994..
 EC3110
 EC3110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3110
 EC3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3110
 EC3110.The ellipsoidal height was determined by GPS observations
 EC3110.and is referenced to NAD 83.
 EC3110
 EC3110.The geoid height was determined by GEOID03.
 EC3110
 EC3110.The dynamic height is computed by dividing the NAVD 88
 EC3110.geopotential number by the normal gravity value computed on the
 EC3110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3110.degrees latitude (g = 980.6199 gals.).
 EC3110
 EC3110.The modeled gravity was interpolated from observed gravity values.
 EC3110
 EC3110;                    North         East     Units Scale Factor Converg.
 EC3110;SPC SC       -   280,119.355   673,708.446   MT  0.99986559   +0 23 11.0
 EC3110;SPC SC       -   919,026.76  2,210,329.55   iFT  0.99986559   +0 23 11.0
 EC3110;UTM  17      - 3,801,994.844   564,092.481   MT  0.99965063   +0 23 36.0
 EC3110
 EC3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3110!SPC SC       -   0.99999247  x   0.99986559  =   0.99985806
 EC3110!UTM  17      -   0.99999247  x   0.99965063  =   0.99964310
 EC3110
 EC3110:                Primary Azimuth Mark                     Grid Az
 EC3110:SPC SC       -  28 032                                   332 18 33.0
 EC3110:UTM  17      -  28 032                                   332 18 08.0
 EC3110
 EC3110|---------------------------------------------------------------------|
 EC3110| PID    Reference Object                     Distance      Geod. Az  |
 EC3110|                                                           dddmmss.s |
 EC3110| EC3111 28 032                              APPROX. 1.2 KM 3324144.0 |
 EC3110|---------------------------------------------------------------------|
 EC3110
 EC3110                          SUPERSEDED SURVEY CONTROL
 EC3110
 EC3110  NAD 83(1995)-  34 21 26.31242(N)    080 18 10.94795(W) AD(       ) 1
 EC3110  NAD 83(1986)-  34 21 26.32997(N)    080 18 10.95241(W) AD(       ) 1
 EC3110
 EC3110.Superseded values are not recommended for survey control.
 EC3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3110.See file dsdata.txt to determine how the superseded data were derived.
 EC3110
 EC3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6409201995(NAD 83)
 EC3110_MARKER: DD = SURVEY DISK
 EC3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3110_SP_SET: CONCRETE POST
 EC3110_STAMPING: 28 031 1993
 EC3110_MARK LOGO: SCGS  
 EC3110_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3110+STABILITY: SURFACE MOTION
 EC3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3110+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1999
 EC3110
 EC3110  HISTORY     - Date     Condition        Report By
 EC3110  HISTORY     - 1993     MONUMENTED       SCGS
 EC3110  HISTORY     - 19961211 GOOD             SCGS
 EC3110  HISTORY     - 19990421 GOOD             SCGS
 EC3110
 EC3110                          STATION DESCRIPTION
 EC3110
 EC3110'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3110'STATION IS LOCATED 4.6 MILES (7.4 KM) SOUTHEAST OF BETHUNE, 10.1 MILES
 EC3110'(16.3 KM) NORTH NORTHWEST OF BISHOPVILLE. OWNERSHIP--HARMONY BAPTIST
 EC3110'CHURCH, 1940 BETHUNE ROAD, BETHUNE, SC 29009, PHONE 803-334-6756. TO
 EC3110'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (KING) AND
 EC3110'STATE HIGHWAY 341 (MAIN STREET) IN BETHUNE, GO SOUTH SOUTHEAST ON
 EC3110'HIGHWAY 341 FOR 4.3 MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 15,
 EC3110'CONTINUE ON HIGHWAY 341 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE
 EC3110'LEFT NEAR THE END OF THE CHURCH SIGN DIRECTLY IN FRONT OF THE HARMONY
 EC3110'BAPTIST CHURCH, 0.05 MILE (0.08 KM) NORTH NORTHWEST OF THE LEE COUNTY
 EC3110'LINE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3110'(15.2 CM) ABOVE THE HIGHWAY, 49.6 FEET (15.1 M) EAST NORTHEAST OF THE
 EC3110'CENTER OF THE HIGHWAY, 29.7 FEET (9.1 M) SOUTHWEST OF THE NORTHWEST
 EC3110'CORNER OF THE CHURCH, 30.1 FEET (9.2 M) WEST NORTHWEST OF THE
 EC3110'SOUTHWEST CORNER OF THE CHURCH, 4.2 FEET (1.3 M) NORTHEAST OF THE
 EC3110'SOUTHEAST CORNER OF THE  BRICK PLANTER BASE OF THE CHURCH SIGN, 4.2
 EC3110'FEET (1.3 M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK
 EC3110'PLANTER BASE OF THE CHURCH SIGN. DESCRIBED BY C.E. GEOGHEGAN.
 EC3110
 EC3110                          STATION RECOVERY (1996)
 EC3110
 EC3110'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EC3110'RECOVERED AS DESCRIBED.
 EC3110
 EC3110                          STATION RECOVERY (1999)
 EC3110
 EC3110'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3110'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTHEAST OF BETHUNE, 19.1 MILES
 EC3110'(30.7 KM) NORTHEAST OF CAMDEN.  OWNERSHIP--HARMONY BAPTIST CHURCH,
 EC3110'1940 BETHUNE ROAD, BETHUNE, SC 29009, PHONE 803-334-6756.  TO REACH
 EC3110'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 1 (KING) AND STATE
 EC3110'HIGHWAY 341 (MAIN STREET) IN BETHUNE, GO SOUTH SOUTHEAST ON HIGHWAY
 EC3110'341 FOR 4.3 MILES (6.9 KM) TO THE JUNCTION OF STATE ROAD 15, CONTINUE
 EC3110'ON HIGHWAY 341 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR
 EC3110'THE END OF THE CHURCH SIGN DIRECTLY IN FRONT OF THE HARMONY BAPTIST
 EC3110'CHURCH.  STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3110'(15.2 CM) ABOVE THE HIGHWAY, 49.5 FEET (15.1 M) EAST OF THE CENTER OF
 EC3110'THE HIGHWAY, 29.7 FEET (9.1 M) SOUTHWEST OF THE NORTHWEST CORNER OF
 EC3110'THE CHURCH, 30.2 FEET (9.2 M) WEST NORTHWEST OF THE SOUTHWEST CORNER
 EC3110'OF THE CHURCH, 4.3 FEET (1.3 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 EC3110'THE BRICK PLANTER OF THE CHURCH SIGN, 4.3 FEET (1.3 M) EAST SOUTHEAST
 EC3110'OF THE NORTHEAST CORNER OF THE BRICK PLANTER OF THE CHURCH SIGN.
 EC3110'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3111 ***********************************************************************
 EC3111  DESIGNATION -  28 032
 EC3111  PID         -  EC3111
 EC3111  STATE/COUNTY-  SC/KERSHAW
 EC3111  USGS QUAD   -  LUCKNOW (1970)
 EC3111
 EC3111                         *CURRENT SURVEY CONTROL
 EC3111  ___________________________________________________________________
 EC3111* NAD 83(2001)-  34 22 01.21614(N)    080 18 32.67780(W)     ADJUSTED  
 EC3111* NAVD 88     -        76.133  (meters)     249.78   (feet)  ADJUSTED  
 EC3111  ___________________________________________________________________
 EC3111  X           -     887,187.177 (meters)                     COMP
 EC3111  Y           -  -5,195,214.406 (meters)                     COMP
 EC3111  Z           -   3,580,149.052 (meters)                     COMP
 EC3111  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EC3111  ELLIP HEIGHT-          44.85  (meters)          (03/13/03) GPS OBS
 EC3111  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EC3111  DYNAMIC HT  -          76.059 (meters)     249.54  (feet)  COMP
 EC3111  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 EC3111
 EC3111  HORZ ORDER  -  FIRST
 EC3111  VERT ORDER  -  FIRST     CLASS II
 EC3111  ELLP ORDER  -  FOURTH    CLASS II
 EC3111
 EC3111.The horizontal coordinates were established by GPS observations
 EC3111.and adjusted by the National Geodetic Survey in March 2003..
 EC3111
 EC3111.The orthometric height was determined by differential leveling
 EC3111.and adjusted by the National Geodetic Survey in June 1994..
 EC3111
 EC3111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3111
 EC3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3111
 EC3111.The ellipsoidal height was determined by GPS observations
 EC3111.and is referenced to NAD 83.
 EC3111
 EC3111.The geoid height was determined by GEOID03.
 EC3111
 EC3111.The dynamic height is computed by dividing the NAVD 88
 EC3111.geopotential number by the normal gravity value computed on the
 EC3111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3111.degrees latitude (g = 980.6199 gals.).
 EC3111
 EC3111.The modeled gravity was interpolated from observed gravity values.
 EC3111
 EC3111;                    North         East     Units Scale Factor Converg.
 EC3111;SPC SC       -   281,190.972   673,146.052   MT  0.99986764   +0 22 59.0
 EC3111;SPC SC       -   922,542.56  2,208,484.42   iFT  0.99986764   +0 22 59.0
 EC3111;UTM  17      - 3,803,066.160   563,530.079   MT  0.99964975   +0 23 24.1
 EC3111
 EC3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3111!SPC SC       -   0.99999296  x   0.99986764  =   0.99986060
 EC3111!UTM  17      -   0.99999296  x   0.99964975  =   0.99964271
 EC3111
 EC3111:                Primary Azimuth Mark                     Grid Az
 EC3111:SPC SC       -  28 031                                   152 18 32.7
 EC3111:UTM  17      -  28 031                                   152 18 07.6
 EC3111
 EC3111|---------------------------------------------------------------------|
 EC3111| PID    Reference Object                     Distance      Geod. Az  |
 EC3111|                                                           dddmmss.s |
 EC3111| EC3110 28 031                              APPROX. 1.2 KM 1524131.7 |
 EC3111|---------------------------------------------------------------------|
 EC3111
 EC3111                          SUPERSEDED SURVEY CONTROL
 EC3111
 EC3111  NAD 83(1995)-  34 22 01.21625(N)    080 18 32.67765(W) AD(       ) 1
 EC3111  ELLIP H (12/20/99)   44.85   (m)                       GP(       ) 4 1
 EC3111  NAD 83(1986)-  34 22 01.23373(N)    080 18 32.68211(W) AD(       ) 1
 EC3111
 EC3111.Superseded values are not recommended for survey control.
 EC3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3111.See file dsdata.txt to determine how the superseded data were derived.
 EC3111
 EC3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6353003066(NAD 83)
 EC3111_MARKER: DD = SURVEY DISK
 EC3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3111_SP_SET: CONCRETE POST
 EC3111_STAMPING: 28 032 1993
 EC3111_MARK LOGO: SCGS  
 EC3111_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3111+STABILITY: SURFACE MOTION
 EC3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3111+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1999
 EC3111
 EC3111  HISTORY     - Date     Condition        Report By
 EC3111  HISTORY     - 1993     MONUMENTED       SCGS
 EC3111  HISTORY     - 19961202 GOOD             SCGS
 EC3111  HISTORY     - 19990421 GOOD             SCGS
 EC3111
 EC3111                          STATION DESCRIPTION
 EC3111
 EC3111'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3111'STATION IS LOCATED 3.8 MILES (6.1 KM) SOUTHEAST OF BETHUNE, 10.8 MILES
 EC3111'(17.4 KM) NORTH NORTHWEST OF BISHOPVILLE. OWNERSHIP--ROBERT CATOE,
 EC3111'2104 BETHUNE ROAD, BETHUNE, SC 29009, PHONE 803-334-6751. TO REACH
 EC3111'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (KING) AND STATE
 EC3111'HIGHWAY 341 (MAIN STREET) IN BETHUNE, GO SOUTH SOUTHEAST ON HIGHWAY
 EC3111'341 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 531
 EC3111'(MCKINNON ROAD), CONTINUE ON HIGHWAY 341 FOR 1.95 MILES (3.14 KM) TO
 EC3111'THE STATION ON THE LEFT NEAR THE SOUTHWEST CORNER OF A BRICK HOUSE,
 EC3111'0.35 MILE (0.56 KM) NORTHWEST OF THE JUNCTION OF STATE ROAD 15.
 EC3111'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3111'(15.2 CM) BELOW THE HIGHWAY, 72.3 FEET (22.0 M) EAST NORTHEAST OF THE
 EC3111'CENTER OF THE HIGHWAY, 41.4 FEET (12.6 M) SOUTH OF THE SOUTHWEST
 EC3111'CORNER OF THE HOUSE, 42.9 FEET (13.1 M) EAST OF A POWER POLE, 47.3
 EC3111'FEET (14.4 M) EAST OF THE OF THE SOUTHEAST CORNER OF THE SOUTH ONE OF
 EC3111'THE SOUTH PAIR OF BRICK PILLARS, 14.0 FEET (4.3 M) SOUTH OF A
 EC3111'0.5-FOOT DOGWOOD TREE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3111
 EC3111                          STATION RECOVERY (1996)
 EC3111
 EC3111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EC3111'RECOVERED AS DESCRIBED.
 EC3111
 EC3111                          STATION RECOVERY (1999)
 EC3111
 EC3111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3111'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTHEAST OF BETHUNE, 19.0 MILES
 EC3111'(30.6 KM) NORTHEAST OF CAMDEN.  OWNERSHIP--ROBERT CATOE, 2104 BETHUNE
 EC3111'HIGHWAY, BETHUNE, SC 29009, PHONE 803-334-6751.  TO REACH THE STATION
 EC3111'FROM THE JUNCTION OF U.S.  HIGHWAY 1 (KING) AND STATE HIGHWAY 341
 EC3111'(MAIN STREET) IN BETHUNE, GO SOUTH SOUTHEAST ON HIGHWAY 341 FOR 2.0
 EC3111'MILES (3.2 KM) TO THE JUNCTION OF STATE ROAD 531 (MCKINNON ROAD) ,
 EC3111'CONTINUE ON HIGHWAY 341 FOR 1.95 MILES (3.14 KM) TO THE STATION ON THE
 EC3111'LEFT NEAR THE SOUTHWEST CORNER OF A BRICK HOUSE NUMBER 2104, 0.35 MILE
 EC3111'(0.56 KM) NORTHWEST OF THE JUNCTION OF STATE ROAD 15.  STATION IS
 EC3111'CONCRETE POST FLUSH WITH THE GROUND, 72.4 FEET (22.1 M) EAST NORTHEAST
 EC3111'OF THE CENTER OF THE HIGHWAY, 41.7 FEET (12.7 M) SOUTH OF THE
 EC3111'SOUTHWEST CORNER OF THE HOUSE, 42.9 FEET (13.1 M) EAST OF A POWER
 EC3111'POLE, 47.5 FEET (14.5 M) EAST OF THE SOUTHEAST CORNER OF THE SOUTH ONE
 EC3111'OF THE SOUTH PAIR OF BRICK PILLARS, 13.8 FEET (4.2 M) SOUTH OF A
 EC3111'0.5-FOOT DOGWOOD TREE.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3112 ***********************************************************************
 EC3112  DESIGNATION -  28 033
 EC3112  PID         -  EC3112
 EC3112  STATE/COUNTY-  SC/KERSHAW
 EC3112  USGS QUAD   -  BETHUNE (1970)
 EC3112
 EC3112                         *CURRENT SURVEY CONTROL
 EC3112  ___________________________________________________________________
 EC3112* NAD 83(1986)-  34 22 48.     (N)    080 18 56.     (W)     SCALED    
 EC3112* NAVD 88     -        70.843  (meters)     232.42   (feet)  ADJUSTED  
 EC3112  ___________________________________________________________________
 EC3112  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 EC3112  DYNAMIC HT  -          70.774 (meters)     232.20  (feet)  COMP
 EC3112  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 EC3112
 EC3112  VERT ORDER  -  FIRST     CLASS II
 EC3112
 EC3112.The horizontal coordinates were scaled from a topographic map and have
 EC3112.an estimated accuracy of +/- 6 seconds.
 EC3112
 EC3112.The orthometric height was determined by differential leveling
 EC3112.and adjusted by the National Geodetic Survey in June 1994..
 EC3112
 EC3112.The geoid height was determined by GEOID03.
 EC3112
 EC3112.The dynamic height is computed by dividing the NAVD 88
 EC3112.geopotential number by the normal gravity value computed on the
 EC3112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3112.degrees latitude (g = 980.6199 gals.).
 EC3112
 EC3112.The modeled gravity was interpolated from observed gravity values.
 EC3112
 EC3112;                    North         East    Units  Estimated Accuracy
 EC3112;SPC SC       -   282,630.      672,540.      MT  (+/- 180 meters Scaled)
 EC3112
 EC3112                          SUPERSEDED SURVEY CONTROL
 EC3112
 EC3112.No superseded survey control is available for this station.
 EC3112
 EC3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU629045(NAD 83)
 EC3112_MARKER: DD = SURVEY DISK
 EC3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3112_SP_SET: CONCRETE POST
 EC3112_STAMPING: 28 033 1993
 EC3112_MARK LOGO: SCGS  
 EC3112_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3112+STABILITY: SURFACE MOTION
 EC3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3112+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1999
 EC3112
 EC3112  HISTORY     - Date     Condition        Report By
 EC3112  HISTORY     - 1993     MONUMENTED       SCGS
 EC3112  HISTORY     - 19990421 GOOD             SCGS
 EC3112
 EC3112                          STATION DESCRIPTION
 EC3112
 EC3112'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3112'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTHEAST OF BETHUNE.
 EC3112'OWNERSHIP--CHURCH OF GOD IN CHRIST, 2297 BETHUNE ROAD, BETHUNE, SC
 EC3112'29009. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 EC3112'(KING)AND STATE HIGHWAY 341 (MAIN STREET) IN BETHUNE, GO SOUTH
 EC3112'SOUTHEAST ON HIGHWAY 341 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF
 EC3112'STATE ROAD 531 (MCKINNON ROAD), CONTINUE ON HIGHWAY 341 FOR 1.0 MILE
 EC3112'(1.6 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN FRONT OF A
 EC3112'CONCRETE BLOCK CHURCH BUILDING (CHURCH OF GOD IN CHRIST). STATION IS
 EC3112'A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE
 EC3112'HIGHWAY, 64.5 FEET (19.7 M) WEST SOUTHWEST OF THE CENTER OF THE
 EC3112'HIGHWAY, 55.3 FEET (16.9 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 EC3112'CHURCH, 1.4 FEET (0.4 M) SOUTH SOUTHEAST OF THE POWER POLE NUMBER
 EC3112'2/5, 61.9 FEET (18.9 M) NORTH NORTHEAST OF A SECURITY LIGHT POLE,
 EC3112'47.0 FEET (14.3 M) WEST NORTHWEST OF THE NORTH END OF A 1.5-FOOT
 EC3112'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY TO THE CHURCH, 31.5 FEET
 EC3112'(9.6 M) SOUTHWEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 EC3112
 EC3112                          STATION RECOVERY (1999)
 EC3112
 EC3112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3112'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTHEAST OF BETHUNE, 19.1 MILES
 EC3112'(30.7 KM) NORTHEAST OF CAMDEN.  OWNERSHIP--CHURCH OF GOD IN CHRIST,
 EC3112'2297 BETHUNE ROAD, BETHUNE, SC 29009.  TO REACH THE STATION FROM THE
 EC3112'JUNCTION OF U.S.  HIGHWAY 1 (KING) AND STATE HIGHWAY 341 (MAIN STREET)
 EC3112'IN BETHUNE, GO SOUTH SOUTHEAST ON HIGHWAY 341 FOR 2.0 MILES (3.2 KM)
 EC3112'TO THE JUNCTION OF STATE ROAD 531 (MCKINNON ROAD) , CONTINUE ON
 EC3112'HIGHWAY 341 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE RIGHT NEAR A
 EC3112'POWER POLE IN FRONT OF A CONCRETE BLOCK CHURCH BUILDING (CHURCH OF GOD
 EC3112'IN CHRIST) .  STATION IS CONCRETE POST PROJECTING 0.1 AND LEVEL WITH
 EC3112'THE ROAD, 64.6 FEET (19.7 M) WEST SOUTHWEST OF THE CENTER OF THE
 EC3112'HIGHWAY, 55.1 FEET (16.8 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 EC3112'CHURCH, 9.8 FEET (3.0 M) WEST SOUTHWEST OF A POWER POLE WITH A
 EC3112'TRANSFORMER AND SECURITY LIGHT, 62.0 FEET (18.9 M) NORTH OF A SECURITY
 EC3112'LIGHT POLE, 47.6 FEET (14.5 M) WEST NORTHWEST OF THE NORTH END OF A
 EC3112'1.5-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO THE CHURCH, 31.8
 EC3112'FEET (9.7 M) SOUTHWEST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3113 ***********************************************************************
 EC3113  DESIGNATION -  28 034
 EC3113  PID         -  EC3113
 EC3113  STATE/COUNTY-  SC/KERSHAW
 EC3113  USGS QUAD   -  BETHUNE (1970)
 EC3113
 EC3113                         *CURRENT SURVEY CONTROL
 EC3113  ___________________________________________________________________
 EC3113* NAD 83(1986)-  34 23 30.     (N)    080 19 35.     (W)     SCALED    
 EC3113* NAVD 88     -        82.264  (meters)     269.89   (feet)  ADJUSTED  
 EC3113  ___________________________________________________________________
 EC3113  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 EC3113  DYNAMIC HT  -          82.184 (meters)     269.63  (feet)  COMP
 EC3113  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 EC3113
 EC3113  VERT ORDER  -  FIRST     CLASS II
 EC3113
 EC3113.The horizontal coordinates were scaled from a topographic map and have
 EC3113.an estimated accuracy of +/- 6 seconds.
 EC3113
 EC3113.The orthometric height was determined by differential leveling
 EC3113.and adjusted by the National Geodetic Survey in June 1994..
 EC3113
 EC3113.The geoid height was determined by GEOID03.
 EC3113
 EC3113.The dynamic height is computed by dividing the NAVD 88
 EC3113.geopotential number by the normal gravity value computed on the
 EC3113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3113.degrees latitude (g = 980.6199 gals.).
 EC3113
 EC3113.The modeled gravity was interpolated from observed gravity values.
 EC3113
 EC3113;                    North         East    Units  Estimated Accuracy
 EC3113;SPC SC       -   283,920.      671,540.      MT  (+/- 180 meters Scaled)
 EC3113
 EC3113                          SUPERSEDED SURVEY CONTROL
 EC3113
 EC3113.No superseded survey control is available for this station.
 EC3113
 EC3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU619057(NAD 83)
 EC3113_MARKER: DD = SURVEY DISK
 EC3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3113_SP_SET: CONCRETE POST
 EC3113_STAMPING: 28 034 1993
 EC3113_MARK LOGO: SCGS  
 EC3113_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3113+STABILITY: SURFACE MOTION
 EC3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3113+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1999
 EC3113
 EC3113  HISTORY     - Date     Condition        Report By
 EC3113  HISTORY     - 1993     MONUMENTED       SCGS
 EC3113  HISTORY     - 19990421 GOOD             SCGS
 EC3113
 EC3113                          STATION DESCRIPTION
 EC3113
 EC3113'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3113'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTHEAST OF BETHUNE.
 EC3113'OWNERSHIP--MARY ANNE FOUNTIAN, 2524 BETHUNE HIGHWAY, BETHUNE, SC
 EC3113'29009, PHONE 803-334-8970. TO REACH THE STATION FROM THE JUNCTION OF
 EC3113'U.S. HIGHWAY 1 (KING) AND STATE HIGHWAY 341 (MAIN STREET) IN BETHUNE,
 EC3113'GO SOUTH SOUTHEAST ON HIGHWAY 341 FOR 2.0 MILES (3.2 KM) TO THE
 EC3113'JUNCTION OF STATE ROAD 531 (MCKINNON ROAD) AND THE STATION NEAR THE
 EC3113'WEST POST IN A SECTION OF SPLIT RAIL FENCE IN THE YARD OF A LOG HOUSE
 EC3113'IN THE NORTH ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH
 EC3113'WITH THE GROUND AND LEVEL WITH THE ROAD, 174.3 FEET (53.1 M)
 EC3113'NORTHEAST OF THE CENTER OF THE HIGHWAY, 132.5 FEET (40.4 M) NORTH
 EC3113'NORTHWEST OF THE CENTER OF THE ROAD, 4.0 FEET (1.2 M) NORTH OF THE
 EC3113'FENCE POST, 39.7 FEET (12.1 M) SOUTH OF THE SOUTH CORNER OF THE BRICK
 EC3113'FOUNDATION OF THE HOUSE, 142.0 FEET (43.3 M) NORTH NORTHEAST OF A
 EC3113'POWER POLE WITH EIGHT GUY WIRES, 16.5 FEET (5.0 M) SOUTHWEST OF A
 EC3113'0.5-FOOT WATER OAK TREE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3113
 EC3113                          STATION RECOVERY (1999)
 EC3113
 EC3113'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3113'STATION IS LOCATED 2.1 MILES (3.4 KM) SOUTHEAST OF BETHUNE, 18.9 MILES
 EC3113'(30.4 KM) NORTHEAST OF CAMDEN.  OWNERSHIP--MARY ANNE FOUNTAIN, 2524
 EC3113'BETHUNE HIGHWAY, BETHUNE, SC 29009, PHONE 803-334-8970.  TO REACH THE
 EC3113'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 1 (KING) AND STATE HIGHWAY
 EC3113'341 (MAIN STREET) IN BETHUNE, GO SOUTH SOUTHEAST ON HIGHWAY 341 FOR
 EC3113'2.0 MILES (3.2 KM) TO THE STATION NEAR THE WEST POST IN A SECTION OF
 EC3113'SPLIT RAIL FENCE IN THE YARD OF A LOG HOME IN THE NORTH ANGLE OF THE
 EC3113'JUNCTION OF STATE ROAD 531 (MCKINNON ROAD) .  STATION IS CONCRETE POST
 EC3113'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 172.5 FEET (52.6
 EC3113'M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 143.3 FEET (43.7 M) NORTH
 EC3113'NORTHWEST OF THE CENTER OF THE ROAD, 4.6 FEET (1.4 M) NORTH OF THE
 EC3113'FENCE POST, 39.8 FEET (12.1 M) SOUTH OF THE SOUTH CORNER OF THE BRICK
 EC3113'FOUNDATION OF THE HOUSE, 142.2 FEET (43.3 M) NORTH NORTHEAST OF A
 EC3113'POWER POLE WITH EIGHT GUY WIRES, 16.5 FEET (5.0 M) SOUTHWEST OF A
 EC3113'0.9-FOOT WATER OAK TREE.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3114 ***********************************************************************
 EC3114  DESIGNATION -  28 035
 EC3114  PID         -  EC3114
 EC3114  STATE/COUNTY-  SC/KERSHAW
 EC3114  USGS QUAD   -  BETHUNE (1970)
 EC3114
 EC3114                         *CURRENT SURVEY CONTROL
 EC3114  ___________________________________________________________________
 EC3114* NAD 83(1986)-  34 23 53.     (N)    080 20 11.     (W)     SCALED    
 EC3114* NAVD 88     -        82.386  (meters)     270.29   (feet)  ADJUSTED  
 EC3114  ___________________________________________________________________
 EC3114  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EC3114  DYNAMIC HT  -          82.306 (meters)     270.03  (feet)  COMP
 EC3114  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 EC3114
 EC3114  VERT ORDER  -  FIRST     CLASS II
 EC3114
 EC3114.The horizontal coordinates were scaled from a topographic map and have
 EC3114.an estimated accuracy of +/- 6 seconds.
 EC3114
 EC3114.The orthometric height was determined by differential leveling
 EC3114.and adjusted by the National Geodetic Survey in June 1994..
 EC3114
 EC3114.The geoid height was determined by GEOID03.
 EC3114
 EC3114.The dynamic height is computed by dividing the NAVD 88
 EC3114.geopotential number by the normal gravity value computed on the
 EC3114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3114.degrees latitude (g = 980.6199 gals.).
 EC3114
 EC3114.The modeled gravity was interpolated from observed gravity values.
 EC3114
 EC3114;                    North         East    Units  Estimated Accuracy
 EC3114;SPC SC       -   284,620.      670,610.      MT  (+/- 180 meters Scaled)
 EC3114
 EC3114                          SUPERSEDED SURVEY CONTROL
 EC3114
 EC3114.No superseded survey control is available for this station.
 EC3114
 EC3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU609064(NAD 83)
 EC3114_MARKER: DD = SURVEY DISK
 EC3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3114_SP_SET: CONCRETE POST
 EC3114_STAMPING: 28 035 1993
 EC3114_MARK LOGO: SCGS  
 EC3114_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3114+STABILITY: SURFACE MOTION
 EC3114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3114+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1999
 EC3114
 EC3114  HISTORY     - Date     Condition        Report By
 EC3114  HISTORY     - 1993     MONUMENTED       SCGS
 EC3114  HISTORY     - 19990421 GOOD             SCGS
 EC3114
 EC3114                          STATION DESCRIPTION
 EC3114
 EC3114'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3114'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTHEAST OF BETHUNE.
 EC3114'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3114'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3114'JUNCTION OF U.S. HIGHWAY 1 (KING) AND STATE HIGHWAY 341 (MAIN STREET)
 EC3114'IN BETHUNE, GO SOUTH SOUTHEAST ON HIGHWAY 341 FOR 1.15 MILES
 EC3114'(1.85 KM) TO THE JUNCTION OF STATE ROAD 507, CONTINUE ON HIGHWAY 341
 EC3114'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR THE EAST
 EC3114'CORNER OF A CHAIN LINK FENCE SURROUNDING BRANNON CEMETERY. STATION IS
 EC3114'A CONCRETE POST PROJECTING 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM)
 EC3114'BELOW THE HIGHWAY, 47.2 FEET (14.4 M) SOUTH SOUTHEAST OF THE SOUTH
 EC3114'CORNER OF THE SOUTHEAST BRICK PILLAR AT THE CEMETERY ENTRANCE, 52.5
 EC3114'FEET (16.0 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 19.3 FEET
 EC3114'(5.9 M) SOUTHWEST OF THE FENCE CORNER, 29.4 FEET (9.0 M) EAST
 EC3114'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF THE IREVA AND
 EC3114'CHARLIE PRICE HEADSTONE, 30.2 FEET (9.2 M) WEST OF A POWER POLE CX57,
 EC3114'50.4 FEET (15.4 M) SOUTH OF THE SOUTHEAST END OF A 1.2-FOOT CONCRETE
 EC3114'PIPE CULVERT BENEATH THE CEMETERY ACCESS ROAD, 1.3 FEET (0.4 M)
 EC3114'SOUTHEAST OF A WITNESS POST IN THE FENCE LINE. DESCRIBED BY C.E.
 EC3114'GEOGHEGAN.
 EC3114
 EC3114                          STATION RECOVERY (1999)
 EC3114
 EC3114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3114'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTHEAST OF BETHUNE, 18.8 MILES
 EC3114'(30.3 KM) NORTHEAST OF CAMDEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 EC3114'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EC3114'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3114'1 (KING) AND STATE HIGHWAY 341 (MAIN STREET) IN BETHUNE, GO SOUTH
 EC3114'SOUTHEAST ON HIGHWAY 341 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF
 EC3114'STATE ROAD 507, CONTINUE ON HIGHWAY 341 FOR 0.1 MILE (0.2 KM) TO THE
 EC3114'STATION ON THE RIGHT NEAR THE EAST CORNER OF A CHAIN LINK FENCE
 EC3114'SURROUNDING BRANNON CEMETERY.  STATION IS CONCRETE POST RECESSED 0.2
 EC3114'FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 52.9 FEET (16.1 M) SOUTHWEST
 EC3114'OF THE CENTER OF THE ROAD, 47.5 FEET (14.5 M) SOUTH SOUTHEAST OF THE
 EC3114'SOUTH CORNER OF THE SOUTHEAST BRICK PILLAR AT THE CEMETERY ENTRANCE,
 EC3114'19.3 FEET (5.9 M) SOUTHWEST OF THE FENCE CORNER, 20.9 FEET (6.4 M)
 EC3114'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF THE IREVA AND
 EC3114'CHARLIE PRICE HEADSTONE, 30.2 FEET (9.2 M) WEST NORTHWEST OF A POWER
 EC3114'POLE CX57BW, 50.5 FEET (15.4 M) SOUTH OF THE WEST END OF A 1.2-FOOT
 EC3114'CONCRETE PIPE CULVERT BENEATH THE CEMETERY ACCESS ROAD, 1.6 FEET (0.5
 EC3114'M) SOUTHEAST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3116 ***********************************************************************
 EC3116  DESIGNATION -  28 036
 EC3116  PID         -  EC3116
 EC3116  STATE/COUNTY-  SC/KERSHAW
 EC3116  USGS QUAD   -  BETHUNE (1970)
 EC3116
 EC3116                         *CURRENT SURVEY CONTROL
 EC3116  ___________________________________________________________________
 EC3116* NAD 83(1986)-  34 24 33.     (N)    080 21 10.     (W)     SCALED    
 EC3116* NAVD 88     -        82.985  (meters)     272.26   (feet)  ADJUSTED  
 EC3116  ___________________________________________________________________
 EC3116  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 EC3116  DYNAMIC HT  -          82.905 (meters)     272.00  (feet)  COMP
 EC3116  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 EC3116
 EC3116  VERT ORDER  -  FIRST     CLASS II
 EC3116
 EC3116.The horizontal coordinates were scaled from a topographic map and have
 EC3116.an estimated accuracy of +/- 6 seconds.
 EC3116
 EC3116.The orthometric height was determined by differential leveling
 EC3116.and adjusted by the National Geodetic Survey in June 1994..
 EC3116
 EC3116.The geoid height was determined by GEOID03.
 EC3116
 EC3116.The dynamic height is computed by dividing the NAVD 88
 EC3116.geopotential number by the normal gravity value computed on the
 EC3116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3116.degrees latitude (g = 980.6199 gals.).
 EC3116
 EC3116.The modeled gravity was interpolated from observed gravity values.
 EC3116
 EC3116;                    North         East    Units  Estimated Accuracy
 EC3116;SPC SC       -   285,840.      669,100.      MT  (+/- 180 meters Scaled)
 EC3116
 EC3116                          SUPERSEDED SURVEY CONTROL
 EC3116
 EC3116.No superseded survey control is available for this station.
 EC3116
 EC3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU594077(NAD 83)
 EC3116_MARKER: DD = SURVEY DISK
 EC3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3116_SP_SET: CONCRETE POST
 EC3116_STAMPING: 28 036 1993
 EC3116_MARK LOGO: SCGS  
 EC3116_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3116+STABILITY: SURFACE MOTION
 EC3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3116+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1999
 EC3116
 EC3116  HISTORY     - Date     Condition        Report By
 EC3116  HISTORY     - 1993     MONUMENTED       SCGS
 EC3116  HISTORY     - 19990426 GOOD             SCGS
 EC3116
 EC3116                          STATION DESCRIPTION
 EC3116
 EC3116'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3116'STATION IS LOCATED IN BETHUNE. OWNERSHIP--JUDY FREEMAN, 500 WEST KING
 EC3116'STREET, BETHUNE, SC 29009, PHONE 803-334-6310. TO REACH THE STATION
 EC3116'FROM THE JUNCTION OF U.S. HIGHWAY 1 (KING) AND STATE HIGHWAY 341
 EC3116'(MAIN STREET) IN BETHUNE, GO WEST SOUTHWEST ON HIGHWAY 1 FOR 0.4 MILE
 EC3116'(0.6 KM) TO THE JUNCTION OF STATE ROAD 383, TURN LEFT ON ROAD 383 FOR
 EC3116'0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN
 EC3116'THE SIDE YARD OF A 2-STORIED GRANITE HOUSE, JUST BEFORE REACHING THE
 EC3116'JUNCTION OF STATE ROAD 68 (COLLEGE STREET). STATION IS A CONCRETE
 EC3116'POST FLUSH WITH THE GROUND, 134.8 FEET (41.1 M) WEST SOUTHWEST OF THE
 EC3116'CENTER OF THE ROAD, 50.0 FEET (15.2 M) EAST NORTHEAST OF THE NORTH
 EC3116'CORNER OF THE HOUSE, 7.5 FEET (2.3 M) SOUTH OF THE POWER POLE CY21
 EC3116'WITH A GUY WIRE, 115.2 FEET (35.1 M) NORTH OF THE WEST CORNER OF A
 EC3116'CONCRETE BLOCK GARAGE (DETACHED), 60.2 FEET (18.3 M) NORTHWEST OF THE
 EC3116'WEST CORNER OF A WOOD-SIDED OUT BUILDING, 7.4 FEET (2.3 M) NORTHWEST
 EC3116'OF A WITNESS POST AT THE GUY WIRE ANCHOR. DESCRIBED BY C.E.
 EC3116'GEOGHEGAN.
 EC3116
 EC3116                          STATION RECOVERY (1999)
 EC3116
 EC3116'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3116'STATION IS LOCATED IN BETHUNE, 18.3 MILES (29.5 KM) NORTHEAST OF
 EC3116'CAMDEN.  OWNERSHIP--JUDY FREEMAN, 500 WEST KING STREET, BETHUNE, SC
 EC3116'29009, PHONE 803-334-6310.  TO REACH THE STATION FROM THE JUNCTION OF
 EC3116'U.S.  HIGHWAY 1 (KING) AND STATE HIGHWAY 341 (MAIN STREET) IN BETHUNE,
 EC3116'GO WEST SOUTHWEST ON HIGHWAY 1 FOR 0.4 MILE (0.6 KM) TO THE JUNCTION
 EC3116'OF STATE ROAD 383 (RATCLIFF STREET) , TURN LEFT ON ROAD 383 FOR 0.05
 EC3116'MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 EC3116'SIDE YARD OF A TWO STORY GRANITE HOUSE, JUST BEFORE REACHING THE
 EC3116'JUNCTION OF STATE ROAD 68.  STATION IS CONCRETE POST RECESSED 0.2 FOOT
 EC3116'(6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 136.8 FEET (41.7 M)
 EC3116'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 36.2 FEET (11.0 M) EAST
 EC3116'NORTHEAST OF THE NORTH CORNER OF THE PORCH OF THE HOUSE, 7.4 FEET (2.3
 EC3116'M) SOUTH SOUTHWEST OF THE POWER POLE CY21 WITH A GUY WIRE, 115.1 FEET
 EC3116'(35.1 M) NORTH NORTHWEST OF THE WEST CORNER OF A CONCRETE BLOCK GARAGE
 EC3116'(DETACHED) , 7.8 FEET (2.4 M) SOUTH SOUTHWEST OF A WITNESS POST.
 EC3116'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1683 ***********************************************************************
 DE1683  DESIGNATION -  28 HLZ
 DE1683  PID         -  DE1683
 DE1683  STATE/COUNTY-  SC/CLARENDON
 DE1683  USGS QUAD   -  MANNING (1980)
 DE1683
 DE1683                         *CURRENT SURVEY CONTROL
 DE1683  ___________________________________________________________________
 DE1683* NAD 83(1986)-  33 38 11.     (N)    080 12 53.     (W)     SCALED    
 DE1683* NAVD 88     -        34.123  (meters)     111.95   (feet)  ADJUSTED  
 DE1683  ___________________________________________________________________
 DE1683  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DE1683  DYNAMIC HT  -          34.088 (meters)     111.84  (feet)  COMP
 DE1683  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 DE1683
 DE1683  VERT ORDER  -  FIRST     CLASS II
 DE1683
 DE1683.The horizontal coordinates were scaled from a topographic map and have
 DE1683.an estimated accuracy of +/- 6 seconds.
 DE1683
 DE1683.The orthometric height was determined by differential leveling
 DE1683.and adjusted by the National Geodetic Survey in June 1991..
 DE1683
 DE1683.The geoid height was determined by GEOID03.
 DE1683
 DE1683.The dynamic height is computed by dividing the NAVD 88
 DE1683.geopotential number by the normal gravity value computed on the
 DE1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1683.degrees latitude (g = 980.6199 gals.).
 DE1683
 DE1683.The modeled gravity was interpolated from observed gravity values.
 DE1683
 DE1683;                    North         East    Units  Estimated Accuracy
 DE1683;SPC SC       -   200,230.      682,440.      MT  (+/- 180 meters Scaled)
 DE1683
 DE1683                          SUPERSEDED SURVEY CONTROL
 DE1683
 DE1683  NGVD 29 (03/21/89)   34.417  (m)          112.92   (f) ADJUSTED    1 2
 DE1683
 DE1683.Superseded values are not recommended for survey control.
 DE1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1683.See file dsdata.txt to determine how the superseded data were derived.
 DE1683
 DE1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT728221(NAD 83)
 DE1683_MARKER: DD = SURVEY DISK
 DE1683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE1683_SP_SET: BOX CULVERT
 DE1683_STAMPING: 28 HLZ 1972
 DE1683_MARK LOGO: USGS  
 DE1683_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1683+STABILITY: SURFACE MOTION
 DE1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1683+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 DE1683
 DE1683  HISTORY     - Date     Condition        Report By
 DE1683  HISTORY     - 1972     MONUMENTED       USGS
 DE1683  HISTORY     - 1984     GOOD             SCGS
 DE1683  HISTORY     - 20041027 GOOD             SCGS
 DE1683
 DE1683                          STATION DESCRIPTION
 DE1683
 DE1683'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1683'6.85 KM (4.25 MI) SOUTH FROM MANNING.
 DE1683'0.5 KILOMETER (0.3 MILE) SOUTH ALONG BROOKS STREET FROM THE COURTHOUSE
 DE1683'IN MANNING, THENCE 6.35 KILOMETERS (3.95 MILES) SOUTH ALONG STATE
 DE1683'HIGHWAY 260 (MILLS STREET), SET IN THE SOUTHEAST CORNER OF A BOX
 DE1683'CULVERT.
 DE1683'THE MARK IS 1.00 M BELOW HIGHWAY.
 DE1683
 DE1683                          STATION RECOVERY (2004)
 DE1683
 DE1683'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1683'STATION IS LOCATED 4.0 MILES SOUTH OF MANNING, 2.0 MILES NORTH OF
 DE1683'JORDAN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1683'COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION FROM THE
 DE1683'JUNCTION OF U.S. HIGHWAY 301 (WINFIELD DRIVE) AND STATE  HIGHWAY 260
 DE1683'(MILL STREET) IN MANNING, GO SOUTH ON HIGHWAY 260 FOR 3.8 MILES TO THE
 DE1683'STATION ON THE LEFT IN THE SOUTHEAST CORNER OF A CONCRETE HEADWALL.
 DE1683'STATION IS A DISK SET INTO A DRILL HOLE IN THE HEADWALL AND 2.5 FEET
 DE1683'BELOW THE  HIGHWAY, 22.2 FEET EAST SOUTHEAST OF THE CENTER OF THE
 DE1683'HIGHWAY, 0.9 FOOT NORTH  NORTHEAST OF THE SOUTH END OF THE HEADWALL.
 DE1683'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1375 ***********************************************************************
 CJ1375  DESIGNATION -  2801
 CJ1375  PID         -  CJ1375
 CJ1375  STATE/COUNTY-  SC/CHARLESTON
 CJ1375  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1375
 CJ1375                         *CURRENT SURVEY CONTROL
 CJ1375  ___________________________________________________________________
 CJ1375* NAD 83(2001)-  32 38 24.21112(N)    079 58 16.30284(W)     ADJUSTED  
 CJ1375* NAVD 88     -         2.244  (meters)       7.36   (feet)  ADJUSTED  
 CJ1375  ___________________________________________________________________
 CJ1375  X           -     936,208.827 (meters)                     COMP
 CJ1375  Y           -  -5,293,939.517 (meters)                     COMP
 CJ1375  Z           -   3,420,395.880 (meters)                     COMP
 CJ1375  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CJ1375  ELLIP HEIGHT-         -30.93  (meters)          (03/27/03) GPS OBS
 CJ1375  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 CJ1375  DYNAMIC HT  -           2.241 (meters)       7.35  (feet)  COMP
 CJ1375  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CJ1375
 CJ1375  HORZ ORDER  -  SECOND
 CJ1375  VERT ORDER  -  THIRD
 CJ1375  ELLP ORDER  -  FOURTH    CLASS II
 CJ1375
 CJ1375.The horizontal coordinates were established by GPS observations
 CJ1375.and adjusted by the National Geodetic Survey in March 2003..
 CJ1375
 CJ1375.The orthometric height was determined by differential leveling
 CJ1375.and adjusted by the National Geodetic Survey in April 1995..
 CJ1375
 CJ1375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1375
 CJ1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1375
 CJ1375.The ellipsoidal height was determined by GPS observations
 CJ1375.and is referenced to NAD 83.
 CJ1375
 CJ1375.The geoid height was determined by GEOID03.
 CJ1375
 CJ1375.The dynamic height is computed by dividing the NAVD 88
 CJ1375.geopotential number by the normal gravity value computed on the
 CJ1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1375.degrees latitude (g = 980.6199 gals.).
 CJ1375
 CJ1375.The modeled gravity was interpolated from observed gravity values.
 CJ1375
 CJ1375;                    North         East     Units Scale Factor Converg.
 CJ1375;SPC SC       -    89,948.958   706,127.530   MT  0.99995361   +0 34 13.3
 CJ1375;SPC SC       -   295,108.13  2,316,691.37   iFT  0.99995361   +0 34 13.3
 CJ1375;UTM  17      - 3,611,852.267   596,497.174   MT  0.99971482   +0 33 17.8
 CJ1375
 CJ1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1375!SPC SC       -   1.00000486  x   0.99995361  =   0.99995847
 CJ1375!UTM  17      -   1.00000486  x   0.99971482  =   0.99971967
 CJ1375
 CJ1375|---------------------------------------------------------------------|
 CJ1375| PID    Reference Object                     Distance      Geod. Az  |
 CJ1375|                                                           dddmmss.s |
 CJ1375| CJ0659 CATHY                               205.781 METERS 07227     |
 CJ1375|---------------------------------------------------------------------|
 CJ1375
 CJ1375                          SUPERSEDED SURVEY CONTROL
 CJ1375
 CJ1375  NAD 83(1995)-  32 38 24.21117(N)    079 58 16.30395(W) AD(       ) 2
 CJ1375  ELLIP H (12/20/99)  -30.96   (m)                       GP(       ) 4 1
 CJ1375  NAD 83(1986)-  32 38 24.21818(N)    079 58 16.30693(W) AD(       ) 2
 CJ1375  NGVD 29 (05/09/91)    2.542  (m)            8.34   (f) ADJUSTED    3 0
 CJ1375
 CJ1375.Superseded values are not recommended for survey control.
 CJ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1375.See file dsdata.txt to determine how the superseded data were derived.
 CJ1375
 CJ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9649711852(NAD 83)
 CJ1375_MARKER: DD = SURVEY DISK
 CJ1375_SETTING: 0 = UNSPECIFIED SETTING
 CJ1375_STAMPING: 2801 1988
 CJ1375_MARK LOGO: SCCC  
 CJ1375_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1375+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1375
 CJ1375  HISTORY     - Date     Condition        Report By
 CJ1375  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1375  HISTORY     - 19900918 GOOD             NGS
 CJ1375
 CJ1375                          STATION DESCRIPTION
 CJ1375
 CJ1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1375'THE STATION IS LOCATED ON FOLLY BEACH, IN THE FOLLY BEACH COUNTY PARK
 CJ1375'AT THE SOUTHWEST END OF THE ISLAND, ABOUT 16.1 KM (10.0 MI) SOUTH OF
 CJ1375'THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SOUTH CAROLINA
 CJ1375'COASTAL COUNCIL, 4130 FABER PLACE, CHARLESTON, SC 29405, PHONE
 CJ1375'803-744-5838.
 CJ1375'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1375'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO SOUTHWEST
 CJ1375'ON ASHELY AVENUE FOR 2.57 KM (1.60 MI) TO THE ENTRANCE GATE OF THE
 CJ1375'COUNTY PARK, CONTINUE AHEAD ON THE GRAVEL ENTRANCE ROAD FOR 0.56 KM
 CJ1375'(0.35 MI) TO A SMALL SERVICE ROAD ON THE LEFT.  TURN LEFT,
 CJ1375'WEST-SOUTHWEST, ON THE SERVICE ROAD AND GO 0.24 KM (0.15 MI) TO A
 CJ1375'BEACH ACCESS ROAD ON THE LEFT, CONTINUE AHEAD FOR 0.08 KM (0.05 MI)
 CJ1375'TO THE STATION ON THE RIGHT.
 CJ1375'THE STATION IS A STANDARD BERNTSEN PRE-FAB BREAK-AWAY PVC PIPE, WITH
 CJ1375'A SCCC BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE
 CJ1375'PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE THE SAND.  LOCATED 25.0 M
 CJ1375'(82.0 FT) NORTH-NORTHWEST OF THE TOP OF THE PRIMARY DUNES ALONG THE
 CJ1375'BEACH, 7.5 M (24.6 FT) NORTH-NORTHWEST OF A SAND FOOT PATH AND 0.6 M
 CJ1375'(2.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1374 ***********************************************************************
 CJ1374  DESIGNATION -  2803
 CJ1374  PID         -  CJ1374
 CJ1374  STATE/COUNTY-  SC/CHARLESTON
 CJ1374  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1374
 CJ1374                         *CURRENT SURVEY CONTROL
 CJ1374  ___________________________________________________________________
 CJ1374* NAD 83(2001)-  32 38 26.51872(N)    079 58 08.90333(W)     ADJUSTED  
 CJ1374* NAVD 88     -         2.075  (meters)       6.81   (feet)  ADJUSTED  
 CJ1374  ___________________________________________________________________
 CJ1374  X           -     936,392.038 (meters)                     COMP
 CJ1374  Y           -  -5,293,868.033 (meters)                     COMP
 CJ1374  Z           -   3,420,455.647 (meters)                     COMP
 CJ1374  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CJ1374  ELLIP HEIGHT-         -31.10  (meters)          (03/27/03) GPS OBS
 CJ1374  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 CJ1374  DYNAMIC HT  -           2.073 (meters)       6.80  (feet)  COMP
 CJ1374  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 CJ1374
 CJ1374  HORZ ORDER  -  SECOND
 CJ1374  VERT ORDER  -  THIRD
 CJ1374  ELLP ORDER  -  FOURTH    CLASS II
 CJ1374
 CJ1374.The horizontal coordinates were established by GPS observations
 CJ1374.and adjusted by the National Geodetic Survey in March 2003..
 CJ1374
 CJ1374.The orthometric height was determined by differential leveling
 CJ1374.and adjusted by the National Geodetic Survey in April 1995..
 CJ1374
 CJ1374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1374
 CJ1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1374
 CJ1374.The ellipsoidal height was determined by GPS observations
 CJ1374.and is referenced to NAD 83.
 CJ1374
 CJ1374.The geoid height was determined by GEOID03.
 CJ1374
 CJ1374.The dynamic height is computed by dividing the NAVD 88
 CJ1374.geopotential number by the normal gravity value computed on the
 CJ1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1374.degrees latitude (g = 980.6199 gals.).
 CJ1374
 CJ1374.The modeled gravity was interpolated from observed gravity values.
 CJ1374
 CJ1374;                    North         East     Units Scale Factor Converg.
 CJ1374;SPC SC       -    90,021.959   706,319.664   MT  0.99995341   +0 34 17.4
 CJ1374;SPC SC       -   295,347.63  2,317,321.73   iFT  0.99995341   +0 34 17.4
 CJ1374;UTM  17      - 3,611,925.199   596,689.282   MT  0.99971528   +0 33 21.8
 CJ1374
 CJ1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1374!SPC SC       -   1.00000488  x   0.99995341  =   0.99995829
 CJ1374!UTM  17      -   1.00000488  x   0.99971528  =   0.99972016
 CJ1374
 CJ1374|---------------------------------------------------------------------|
 CJ1374| PID    Reference Object                     Distance      Geod. Az  |
 CJ1374|                                                           dddmmss.s |
 CJ1374| CJ1376 2805                                220.842 METERS 06048     |
 CJ1374| CJ0659 CATHY                                 9.636 METERS 15942     |
 CJ1374| CJ1375 2801                                205.545 METERS 24946     |
 CJ1374|---------------------------------------------------------------------|
 CJ1374
 CJ1374                          SUPERSEDED SURVEY CONTROL
 CJ1374
 CJ1374  NAD 83(1995)-  32 38 26.51877(N)    079 58 08.90444(W) AD(       ) 2
 CJ1374  ELLIP H (12/20/99)  -31.13   (m)                       GP(       ) 4 1
 CJ1374  NAD 83(1986)-  32 38 26.52578(N)    079 58 08.90743(W) AD(       ) 2
 CJ1374  NGVD 29 (05/09/91)    2.373  (m)            7.79   (f) ADJUSTED    3 0
 CJ1374
 CJ1374.Superseded values are not recommended for survey control.
 CJ1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1374.See file dsdata.txt to determine how the superseded data were derived.
 CJ1374
 CJ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9668911925(NAD 83)
 CJ1374_MARKER: DD = SURVEY DISK
 CJ1374_SETTING: 0 = UNSPECIFIED SETTING
 CJ1374_STAMPING: 2803 1988
 CJ1374_MARK LOGO: SCCC  
 CJ1374_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1374+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1374
 CJ1374  HISTORY     - Date     Condition        Report By
 CJ1374  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1374  HISTORY     - 19900918 GOOD             NGS
 CJ1374
 CJ1374                          STATION DESCRIPTION
 CJ1374
 CJ1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1374'THE STATION IS LOCATED ON FOLLY BEACH, IN THE FOLLY BEACH COUNTY PARK,
 CJ1374'NEAR THE SOUTHWEST END OF THE ISLAND AND ABOUT 16.1 KM (10.0 MI)
 CJ1374'SOUTH OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SOUTH
 CJ1374'CAROLINA COASTAL COUNCIL, 4130 FABER PLACE, CHARLESTON, SC 29405,
 CJ1374'PHONE 803-744-5838.
 CJ1374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1374'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO SOUTHWEST
 CJ1374'ON ASHELY AVENUE FOR 2.57 KM (1.60 MI) TO THE ENTRANCE GATE OF THE
 CJ1374'COUNTY PARK, CONTINUE AHEAD ON THE GRAVEL ENTRANCE ROAD FOR 0.56 KM
 CJ1374'(0.35 MI) TO A SMALL SERVICE ROAD ON THE LEFT.  TURN LEFT,
 CJ1374'WEST-SOUTHWEST, ON THE SERVICE ROAD AND GO 0.16 KM (0.10 MI) TO THE
 CJ1374'STATION ON THE LEFT, ON THE NORTHWEST SIDE OF THE PRIMARY DUNE ALONG
 CJ1374'THE BEACH,  A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1374'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1374'ABOUT 0.3 M (1.0 FT) ABOVE THE SAND.  LOCATED 9.6 M (31.5 FT)
 CJ1374'NORTHWEST OF NGS HORIZONTAL STATION CATHY 1977, 3.9 M (12.8 FT)
 CJ1374'SOUTHEAST OF THE CENTER OF THE SERVICE ROAD AND 0.88 M (2.89 FT)
 CJ1374'NORTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1376 ***********************************************************************
 CJ1376  DESIGNATION -  2805
 CJ1376  PID         -  CJ1376
 CJ1376  STATE/COUNTY-  SC/CHARLESTON
 CJ1376  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1376
 CJ1376                         *CURRENT SURVEY CONTROL
 CJ1376  ___________________________________________________________________
 CJ1376* NAD 83(2001)-  32 38 30.01540(N)    079 58 01.50642(W)     ADJUSTED  
 CJ1376* NAVD 88     -         2.211  (meters)       7.25   (feet)  ADJUSTED  
 CJ1376  ___________________________________________________________________
 CJ1376  X           -     936,571.781 (meters)                     COMP
 CJ1376  Y           -  -5,293,777.355 (meters)                     COMP
 CJ1376  Z           -   3,420,546.426 (meters)                     COMP
 CJ1376  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CJ1376  ELLIP HEIGHT-         -30.96  (meters)          (03/27/03) GPS OBS
 CJ1376  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 CJ1376  DYNAMIC HT  -           2.209 (meters)       7.25  (feet)  COMP
 CJ1376  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 CJ1376
 CJ1376  HORZ ORDER  -  SECOND
 CJ1376  VERT ORDER  -  THIRD
 CJ1376  ELLP ORDER  -  FOURTH    CLASS II
 CJ1376
 CJ1376.The horizontal coordinates were established by GPS observations
 CJ1376.and adjusted by the National Geodetic Survey in March 2003..
 CJ1376
 CJ1376.The orthometric height was determined by differential leveling
 CJ1376.and adjusted by the National Geodetic Survey in April 1995..
 CJ1376
 CJ1376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1376
 CJ1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1376
 CJ1376.The ellipsoidal height was determined by GPS observations
 CJ1376.and is referenced to NAD 83.
 CJ1376
 CJ1376.The geoid height was determined by GEOID03.
 CJ1376
 CJ1376.The dynamic height is computed by dividing the NAVD 88
 CJ1376.geopotential number by the normal gravity value computed on the
 CJ1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1376.degrees latitude (g = 980.6199 gals.).
 CJ1376
 CJ1376.The modeled gravity was interpolated from observed gravity values.
 CJ1376
 CJ1376;                    North         East     Units Scale Factor Converg.
 CJ1376;SPC SC       -    90,131.589   706,511.361   MT  0.99995311   +0 34 21.5
 CJ1376;SPC SC       -   295,707.31  2,317,950.66   iFT  0.99995311   +0 34 21.5
 CJ1376;UTM  17      - 3,612,034.751   596,880.964   MT  0.99971574   +0 33 25.8
 CJ1376
 CJ1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1376!SPC SC       -   1.00000486  x   0.99995311  =   0.99995797
 CJ1376!UTM  17      -   1.00000486  x   0.99971574  =   0.99972060
 CJ1376
 CJ1376|---------------------------------------------------------------------|
 CJ1376| PID    Reference Object                     Distance      Geod. Az  |
 CJ1376|                                                           dddmmss.s |
 CJ1376| CJ0659 CATHY                               222.536 METERS 23821     |
 CJ1376| CJ1375 2801                                425.085 METERS 2450737.7 |
 CJ1376|---------------------------------------------------------------------|
 CJ1376
 CJ1376                          SUPERSEDED SURVEY CONTROL
 CJ1376
 CJ1376  NAD 83(1995)-  32 38 30.01545(N)    079 58 01.50753(W) AD(       ) 2
 CJ1376  ELLIP H (12/20/99)  -30.99   (m)                       GP(       ) 4 1
 CJ1376  NAD 83(1986)-  32 38 30.02247(N)    079 58 01.51051(W) AD(       ) 2
 CJ1376  NGVD 29 (05/09/91)    2.509  (m)            8.23   (f) ADJUSTED    3 0
 CJ1376
 CJ1376.Superseded values are not recommended for survey control.
 CJ1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1376.See file dsdata.txt to determine how the superseded data were derived.
 CJ1376
 CJ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9688112035(NAD 83)
 CJ1376_MARKER: DD = SURVEY DISK
 CJ1376_SETTING: 0 = UNSPECIFIED SETTING
 CJ1376_STAMPING: 2805 1988
 CJ1376_MARK LOGO: SCCC  
 CJ1376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1376+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1376
 CJ1376  HISTORY     - Date     Condition        Report By
 CJ1376  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1376  HISTORY     - 19900918 GOOD             NGS
 CJ1376
 CJ1376                          STATION DESCRIPTION
 CJ1376
 CJ1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1376'THE STATION IS LOCATED ON FOLLY BEACH, IN THE FOLLY BEACH COUNTY PARK,
 CJ1376'NEAR THE SOUTHWEST END OF THE ISLAND AND ABOUT 16.1 KM (10.0 MI)
 CJ1376'SOUTH OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SOUTH
 CJ1376'CAROLINA COASTAL COUNCIL, 4130 FABER PLACE, CHARLESTON, SC 29405,
 CJ1376'PHONE 803-744-5838.
 CJ1376'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1376'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO SOUTHWEST
 CJ1376'ON ASHELY AVENUE FOR 2.57 KM (1.60 MI) TO THE ENTRANCE GATE OF THE
 CJ1376'COUNTY PARK, CONTINUE AHEAD ON THE GRAVEL ENTRANCE ROAD FOR 0.40 KM
 CJ1376'(0.25 MI) TO TO THE STATION ON THE LEFT, ON THE NORTHEAST SIDE OF A
 CJ1376'WOODEN BEACH WALKWAY.
 CJ1376'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1376'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1376'ABOUT 0.3 M (1.0 FT) ABOVE THE SAND.  LOCATED 29.1 M (95.5 FT)
 CJ1376'NORTHEAST OF THE NORTHEAST SIDE OF A WOODEN BEACH WALKWAY, 13.8 M
 CJ1376'(45.3 FT) NORTHWEST OF THE TOP OF THE PRIMARY DUNE ALONG THE BEACH
 CJ1376'AND 0.8 M (2.6 FT) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1377 ***********************************************************************
 CJ1377  DESIGNATION -  2810
 CJ1377  PID         -  CJ1377
 CJ1377  STATE/COUNTY-  SC/CHARLESTON
 CJ1377  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1377
 CJ1377                         *CURRENT SURVEY CONTROL
 CJ1377  ___________________________________________________________________
 CJ1377* NAD 83(2001)-  32 38 39.65103(N)    079 57 47.02721(W)     ADJUSTED  
 CJ1377* NAVD 88     -         1.240  (meters)       4.07   (feet)  ADJUSTED  
 CJ1377  ___________________________________________________________________
 CJ1377  X           -     936,915.337 (meters)                     COMP
 CJ1377  Y           -  -5,293,553.118 (meters)                     COMP
 CJ1377  Z           -   3,420,795.832 (meters)                     COMP
 CJ1377  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CJ1377  ELLIP HEIGHT-         -31.95  (meters)          (03/27/03) GPS OBS
 CJ1377  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ1377  DYNAMIC HT  -           1.239 (meters)       4.07  (feet)  COMP
 CJ1377  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 CJ1377
 CJ1377  HORZ ORDER  -  SECOND
 CJ1377  VERT ORDER  -  THIRD
 CJ1377  ELLP ORDER  -  FOURTH    CLASS II
 CJ1377
 CJ1377.The horizontal coordinates were established by GPS observations
 CJ1377.and adjusted by the National Geodetic Survey in March 2003..
 CJ1377
 CJ1377.The orthometric height was determined by differential leveling
 CJ1377.and adjusted by the National Geodetic Survey in April 1995..
 CJ1377
 CJ1377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1377
 CJ1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1377
 CJ1377.The ellipsoidal height was determined by GPS observations
 CJ1377.and is referenced to NAD 83.
 CJ1377
 CJ1377.The geoid height was determined by GEOID03.
 CJ1377
 CJ1377.The dynamic height is computed by dividing the NAVD 88
 CJ1377.geopotential number by the normal gravity value computed on the
 CJ1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1377.degrees latitude (g = 980.6199 gals.).
 CJ1377
 CJ1377.The modeled gravity was interpolated from observed gravity values.
 CJ1377
 CJ1377;                    North         East     Units Scale Factor Converg.
 CJ1377;SPC SC       -    90,432.164   706,885.728   MT  0.99995228   +0 34 29.6
 CJ1377;SPC SC       -   296,693.45  2,319,178.90   iFT  0.99995228   +0 34 29.6
 CJ1377;UTM  17      - 3,612,335.154   597,255.323   MT  0.99971663   +0 33 33.8
 CJ1377
 CJ1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1377!SPC SC       -   1.00000502  x   0.99995228  =   0.99995730
 CJ1377!UTM  17      -   1.00000502  x   0.99971663  =   0.99972164
 CJ1377
 CJ1377:                Primary Azimuth Mark                     Grid Az
 CJ1377:SPC SC       -  2805                                     231 14 21.3
 CJ1377:UTM  17      -  2805                                     231 15 17.1
 CJ1377
 CJ1377|---------------------------------------------------------------------|
 CJ1377| PID    Reference Object                     Distance      Geod. Az  |
 CJ1377|                                                           dddmmss.s |
 CJ1377| CJ1376 2805                                480.123 METERS 2314850.9 |
 CJ1377|---------------------------------------------------------------------|
 CJ1377
 CJ1377                          SUPERSEDED SURVEY CONTROL
 CJ1377
 CJ1377  NAD 83(1995)-  32 38 39.65107(N)    079 57 47.02832(W) AD(       ) 2
 CJ1377  ELLIP H (12/20/99)  -31.98   (m)                       GP(       ) 4 1
 CJ1377  NAD 83(1986)-  32 38 39.65799(N)    079 57 47.03136(W) AD(       ) 2
 CJ1377  NGVD 29 (05/09/91)    1.538  (m)            5.05   (f) ADJUSTED    3 0
 CJ1377
 CJ1377.Superseded values are not recommended for survey control.
 CJ1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1377.See file dsdata.txt to determine how the superseded data were derived.
 CJ1377
 CJ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9725512335(NAD 83)
 CJ1377_MARKER: DD = SURVEY DISK
 CJ1377_SETTING: 0 = UNSPECIFIED SETTING
 CJ1377_STAMPING: 2810 1988
 CJ1377_MARK LOGO: SCCC  
 CJ1377_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1377+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 CJ1377
 CJ1377  HISTORY     - Date     Condition        Report By
 CJ1377  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1377  HISTORY     - 19900918 GOOD             NGS
 CJ1377  HISTORY     - 20031008 GOOD             GREOMA
 CJ1377
 CJ1377                          STATION DESCRIPTION
 CJ1377
 CJ1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1377'THE STATION IS LOCATED ON FOLLY BEACH, IN THE FOLLY BEACH COUNTY PARK,
 CJ1377'NORTHWEST OF THE ENTRANCE GATE HOUSE AND ABOUT 16.1 KM (10.0 MI)
 CJ1377'SOUTH OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SOUTH
 CJ1377'CAROLINA COASTAL COUNCIL, 4130 FABER PLACE, CHARLESTON, SC 29405,
 CJ1377'PHONE 803-744-5838.
 CJ1377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1377'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO SOUTHWEST
 CJ1377'ON ASHELY AVENUE FOR 2.57 KM (1.60 MI) TO THE ENTRANCE GATE OF THE
 CJ1377'COUNTY PARK AND THE STATION ON THE RIGHT.
 CJ1377'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1377'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1377'ABOUT 0.3 M (1.0 FT) ABOVE THE SAND.  LOCATED 31.0 M (101.7 FT)
 CJ1377'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GATE HOUSE, 27.7 M (90.9 FT)
 CJ1377'WEST OF SCGS AZIMUTH MARK CATHY 1977, 26.9 M (88.3 FT) NORTHWEST OF
 CJ1377'THE CENTER OF THE ENTRANCE ROAD AND 0.5 M (1.6 FT) SOUTHEAST OF A
 CJ1377'FIBERGLASS WITNESS POST.
 CJ1377
 CJ1377                          STATION RECOVERY (2003)
 CJ1377
 CJ1377'RECOVERY NOTE BY GREENHORNE-OMARA 2003 (TDT)
 CJ1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1378 ***********************************************************************
 CJ1378  DESIGNATION -  2813
 CJ1378  PID         -  CJ1378
 CJ1378  STATE/COUNTY-  SC/CHARLESTON
 CJ1378  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1378
 CJ1378                         *CURRENT SURVEY CONTROL
 CJ1378  ___________________________________________________________________
 CJ1378* NAD 83(2001)-  32 38 46.56147(N)    079 57 34.38567(W)     ADJUSTED  
 CJ1378* NAVD 88     -         1.310  (meters)       4.30   (feet)  ADJUSTED  
 CJ1378  ___________________________________________________________________
 CJ1378  X           -     937,219.756 (meters)                     COMP
 CJ1378  Y           -  -5,293,382.671 (meters)                     COMP
 CJ1378  Z           -   3,420,975.116 (meters)                     COMP
 CJ1378  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CJ1378  ELLIP HEIGHT-         -31.88  (meters)          (03/27/03) GPS OBS
 CJ1378  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ1378  DYNAMIC HT  -           1.308 (meters)       4.29  (feet)  COMP
 CJ1378  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 CJ1378
 CJ1378  HORZ ORDER  -  SECOND
 CJ1378  VERT ORDER  -  THIRD
 CJ1378  ELLP ORDER  -  FOURTH    CLASS II
 CJ1378
 CJ1378.The horizontal coordinates were established by GPS observations
 CJ1378.and adjusted by the National Geodetic Survey in March 2003..
 CJ1378
 CJ1378.The orthometric height was determined by differential leveling
 CJ1378.and adjusted by the National Geodetic Survey in April 1995..
 CJ1378
 CJ1378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1378
 CJ1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1378
 CJ1378.The ellipsoidal height was determined by GPS observations
 CJ1378.and is referenced to NAD 83.
 CJ1378
 CJ1378.The geoid height was determined by GEOID03.
 CJ1378
 CJ1378.The dynamic height is computed by dividing the NAVD 88
 CJ1378.geopotential number by the normal gravity value computed on the
 CJ1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1378.degrees latitude (g = 980.6199 gals.).
 CJ1378
 CJ1378.The modeled gravity was interpolated from observed gravity values.
 CJ1378
 CJ1378;                    North         East     Units Scale Factor Converg.
 CJ1378;SPC SC       -    90,648.331   707,213.027   MT  0.99995169   +0 34 36.6
 CJ1378;SPC SC       -   297,402.66  2,320,252.71   iFT  0.99995169   +0 34 36.6
 CJ1378;UTM  17      - 3,612,551.182   597,582.604   MT  0.99971742   +0 33 40.7
 CJ1378
 CJ1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1378!SPC SC       -   1.00000501  x   0.99995169  =   0.99995670
 CJ1378!UTM  17      -   1.00000501  x   0.99971742  =   0.99972242
 CJ1378
 CJ1378|---------------------------------------------------------------------|
 CJ1378| PID    Reference Object                     Distance      Geod. Az  |
 CJ1378|                                                           dddmmss.s |
 CJ1378| CJ1377 2810                                392.260 METERS 23708     |
 CJ1378|---------------------------------------------------------------------|
 CJ1378
 CJ1378                          SUPERSEDED SURVEY CONTROL
 CJ1378
 CJ1378  NAD 83(1995)-  32 38 46.56152(N)    079 57 34.38680(W) AD(       ) 2
 CJ1378  ELLIP H (12/20/99)  -31.91   (m)                       GP(       ) 4 1
 CJ1378  NAD 83(1986)-  32 38 46.56865(N)    079 57 34.38994(W) AD(       ) 2
 CJ1378  NGVD 29 (05/09/91)    1.608  (m)            5.28   (f) ADJUSTED    3 0
 CJ1378
 CJ1378.Superseded values are not recommended for survey control.
 CJ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1378.See file dsdata.txt to determine how the superseded data were derived.
 CJ1378
 CJ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9758312551(NAD 83)
 CJ1378_MARKER: DD = SURVEY DISK
 CJ1378_SETTING: 0 = UNSPECIFIED SETTING
 CJ1378_STAMPING: 2813 1988
 CJ1378_MARK LOGO: SCCC  
 CJ1378_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1378+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1378
 CJ1378  HISTORY     - Date     Condition        Report By
 CJ1378  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1378  HISTORY     - 19900918 GOOD             NGS
 CJ1378
 CJ1378                          STATION DESCRIPTION
 CJ1378
 CJ1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1378'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1378'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1378'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1378'803-737-1314.
 CJ1378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1378'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO SOUTHWEST
 CJ1378'ON ASHELY AVENUE FOR 2.17 KM (1.35 MI) TO THE STATION ON THE RIGHT.
 CJ1378'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1378'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1378'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.  LOCATED 29.4 M (96.5 FT)
 CJ1378'NORTH-NORTHEAST OF POWER POLE 123505 WITH A TRANSFORMER, 23.4 M
 CJ1378'(76.8 FT) NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 21.3 M
 CJ1378'(69.9 FT) EAST-NORTHEAST OF A FIRE HYDRANT, 10.3 M (33.8 FT)
 CJ1378'EAST-SOUTHEAST OF THE EAST PILING SUPPORT OF HOUSE NUMBER 918 AND 0.45
 CJ1378'M (1.48 FT) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1379 ***********************************************************************
 CJ1379  DESIGNATION -  2815
 CJ1379  PID         -  CJ1379
 CJ1379  STATE/COUNTY-  SC/CHARLESTON
 CJ1379  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1379
 CJ1379                         *CURRENT SURVEY CONTROL
 CJ1379  ___________________________________________________________________
 CJ1379* NAD 83(2001)-  32 38 51.19455(N)    079 57 24.22723(W)     ADJUSTED  
 CJ1379* NAVD 88     -         1.316  (meters)       4.32   (feet)  ADJUSTED  
 CJ1379  ___________________________________________________________________
 CJ1379  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 CJ1379  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ1379  DYNAMIC HT  -           1.315 (meters)       4.31  (feet)  COMP
 CJ1379  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 CJ1379
 CJ1379  HORZ ORDER  -  SECOND
 CJ1379  VERT ORDER  -  THIRD
 CJ1379
 CJ1379.The horizontal coordinates were established by classical geodetic methods
 CJ1379.and adjusted by the National Geodetic Survey in March 2004..
 CJ1379
 CJ1379.The orthometric height was determined by differential leveling
 CJ1379.and adjusted by the National Geodetic Survey in April 1995..
 CJ1379
 CJ1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1379
 CJ1379.The geoid height was determined by GEOID03.
 CJ1379
 CJ1379.The dynamic height is computed by dividing the NAVD 88
 CJ1379.geopotential number by the normal gravity value computed on the
 CJ1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1379.degrees latitude (g = 980.6199 gals.).
 CJ1379
 CJ1379.The modeled gravity was interpolated from observed gravity values.
 CJ1379
 CJ1379;                    North         East     Units Scale Factor Converg.
 CJ1379;SPC SC       -    90,793.708   707,476.313   MT  0.99995130   +0 34 42.2
 CJ1379;SPC SC       -   297,879.62  2,321,116.51   iFT  0.99995130   +0 34 42.2
 CJ1379;UTM  17      - 3,612,696.453   597,845.867   MT  0.99971805   +0 33 46.3
 CJ1379
 CJ1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1379!SPC SC       -   1.00000500  x   0.99995130  =   0.99995630
 CJ1379!UTM  17      -   1.00000500  x   0.99971805  =   0.99972305
 CJ1379
 CJ1379                          SUPERSEDED SURVEY CONTROL
 CJ1379
 CJ1379  NAD 83(1986)-  32 38 51.20182(N)    079 57 24.23157(W) AD(       ) 2
 CJ1379  NGVD 29 (05/09/91)    1.614  (m)            5.30   (f) ADJUSTED    3 0
 CJ1379
 CJ1379.Superseded values are not recommended for survey control.
 CJ1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1379.See file dsdata.txt to determine how the superseded data were derived.
 CJ1379
 CJ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9784612696(NAD 83)
 CJ1379_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CJ1379_SETTING: 0 = UNSPECIFIED SETTING
 CJ1379_STAMPING: 2815 1989
 CJ1379_MARK LOGO: SCCC  
 CJ1379_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1379+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1379
 CJ1379  HISTORY     - Date     Condition        Report By
 CJ1379  HISTORY     - 1990     MONUMENTED       SCCC
 CJ1379  HISTORY     - 19900918 GOOD             NGS
 CJ1379
 CJ1379                          STATION DESCRIPTION
 CJ1379
 CJ1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1379'THE STATION IS LOCATED ON FOLLY ISLAND, BETWEEN HOUSE NUMBER 805 AND
 CJ1379'WEST ASHLEY AVENUE AND A PUBLIC BEACH ACCESS, 5.9 METERS (19.4 FEET)
 CJ1379'SOUTHEAST OF THE CENTERLINE OF ASHLEY AVENUE, AND 1.0 METER
 CJ1379'(3.4 FEET) NORTHEAST OF POWER POLE NUMBER A4391, A BERNSTEN
 CJ1379'BREAKAWAY PIPE MONUMENT SET INSIDE A 6 INCH PVC COLLAR SURROUNDED
 CJ1379'BY CONCRETE AND PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1380 ***********************************************************************
 CJ1380  DESIGNATION -  2818
 CJ1380  PID         -  CJ1380
 CJ1380  STATE/COUNTY-  SC/CHARLESTON
 CJ1380  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1380
 CJ1380                         *CURRENT SURVEY CONTROL
 CJ1380  ___________________________________________________________________
 CJ1380* NAD 83(2001)-  32 38 57.14977(N)    079 57 13.38855(W)     ADJUSTED  
 CJ1380* NAVD 88     -         1.941  (meters)       6.37   (feet)  ADJUSTED  
 CJ1380  ___________________________________________________________________
 CJ1380  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CJ1380  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ1380  DYNAMIC HT  -           1.939 (meters)       6.36  (feet)  COMP
 CJ1380  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 CJ1380
 CJ1380  HORZ ORDER  -  SECOND
 CJ1380  VERT ORDER  -  THIRD
 CJ1380
 CJ1380.The horizontal coordinates were established by classical geodetic methods
 CJ1380.and adjusted by the National Geodetic Survey in March 2004..
 CJ1380
 CJ1380.The orthometric height was determined by differential leveling
 CJ1380.and adjusted by the National Geodetic Survey in April 1995..
 CJ1380
 CJ1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1380
 CJ1380.The geoid height was determined by GEOID03.
 CJ1380
 CJ1380.The dynamic height is computed by dividing the NAVD 88
 CJ1380.geopotential number by the normal gravity value computed on the
 CJ1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1380.degrees latitude (g = 980.6199 gals.).
 CJ1380
 CJ1380.The modeled gravity was interpolated from observed gravity values.
 CJ1380
 CJ1380;                    North         East     Units Scale Factor Converg.
 CJ1380;SPC SC       -    90,979.996   707,756.905   MT  0.99995079   +0 34 48.2
 CJ1380;SPC SC       -   298,490.80  2,322,037.09   iFT  0.99995079   +0 34 48.2
 CJ1380;UTM  17      - 3,612,882.622   598,126.444   MT  0.99971873   +0 33 52.2
 CJ1380
 CJ1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1380!SPC SC       -   1.00000491  x   0.99995079  =   0.99995570
 CJ1380!UTM  17      -   1.00000491  x   0.99971873  =   0.99972364
 CJ1380
 CJ1380                          SUPERSEDED SURVEY CONTROL
 CJ1380
 CJ1380  NAD 83(1986)-  32 38 57.15707(N)    079 57 13.39294(W) AD(       ) 2
 CJ1380  NGVD 29 (05/09/91)    2.239  (m)            7.35   (f) ADJUSTED    3 0
 CJ1380
 CJ1380.Superseded values are not recommended for survey control.
 CJ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1380.See file dsdata.txt to determine how the superseded data were derived.
 CJ1380
 CJ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9812612883(NAD 83)
 CJ1380_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CJ1380_SETTING: 0 = UNSPECIFIED SETTING
 CJ1380_STAMPING: 2818 1989
 CJ1380_MARK LOGO: SCCC  
 CJ1380_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1380+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1380
 CJ1380  HISTORY     - Date     Condition        Report By
 CJ1380  HISTORY     - 1989     MONUMENTED       SCCC
 CJ1380  HISTORY     - 19900918 GOOD             NGS
 CJ1380
 CJ1380                          STATION DESCRIPTION
 CJ1380
 CJ1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1380'STATION IS LOCATED ON FOLLY BEACH, AT 7TH STREET WEST BEACH ACCESS,
 CJ1380'5.8 METERS (19.0 FEET) NORTHWEST OF THE CENTERLINE OF WEST ASHLEY
 CJ1380'SOUTHEAST OF THE CENTERLINE OF ASHLEY AVENUE, AND 0.85 METER
 CJ1380'(2.8 FEET) SOUTHWEST OF A FIRE HYDRANT,  A BERNSTEN
 CJ1380'BREAKAWAY PIPE MONUMENT SET INSIDE A 6 INCH PVC COLLAR SURROUNDED
 CJ1380'BY CONCRETE AND PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1381 ***********************************************************************
 CJ1381  DESIGNATION -  2820 B
 CJ1381  PID         -  CJ1381
 CJ1381  STATE/COUNTY-  SC/CHARLESTON
 CJ1381  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1381
 CJ1381                         *CURRENT SURVEY CONTROL
 CJ1381  ___________________________________________________________________
 CJ1381* NAD 83(2001)-  32 39 01.89199(N)    079 57 04.04151(W)     ADJUSTED  
 CJ1381* NAVD 88     -         1.847  (meters)       6.06   (feet)  ADJUSTED  
 CJ1381  ___________________________________________________________________
 CJ1381  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CJ1381  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ1381  DYNAMIC HT  -           1.845 (meters)       6.05  (feet)  COMP
 CJ1381  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CJ1381
 CJ1381  HORZ ORDER  -  SECOND
 CJ1381  VERT ORDER  -  THIRD
 CJ1381
 CJ1381.The horizontal coordinates were established by classical geodetic methods
 CJ1381.and adjusted by the National Geodetic Survey in March 2004..
 CJ1381
 CJ1381.The orthometric height was determined by differential leveling
 CJ1381.and adjusted by the National Geodetic Survey in April 1995..
 CJ1381
 CJ1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1381
 CJ1381.The geoid height was determined by GEOID03.
 CJ1381
 CJ1381.The dynamic height is computed by dividing the NAVD 88
 CJ1381.geopotential number by the normal gravity value computed on the
 CJ1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1381.degrees latitude (g = 980.6199 gals.).
 CJ1381
 CJ1381.The modeled gravity was interpolated from observed gravity values.
 CJ1381
 CJ1381;                    North         East     Units Scale Factor Converg.
 CJ1381;SPC SC       -    91,128.535   707,998.995   MT  0.99995038   +0 34 53.4
 CJ1381;SPC SC       -   298,978.13  2,322,831.35   iFT  0.99995038   +0 34 53.4
 CJ1381;UTM  17      - 3,613,031.060   598,368.519   MT  0.99971932   +0 33 57.3
 CJ1381
 CJ1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1381!SPC SC       -   1.00000492  x   0.99995038  =   0.99995530
 CJ1381!UTM  17      -   1.00000492  x   0.99971932  =   0.99972424
 CJ1381
 CJ1381                          SUPERSEDED SURVEY CONTROL
 CJ1381
 CJ1381  NAD 83(1986)-  32 39 01.89926(N)    079 57 04.04590(W) AD(       ) 2
 CJ1381  NGVD 29 (05/09/91)    2.145  (m)            7.04   (f) ADJUSTED    3 0
 CJ1381
 CJ1381.Superseded values are not recommended for survey control.
 CJ1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1381.See file dsdata.txt to determine how the superseded data were derived.
 CJ1381
 CJ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9836913031(NAD 83)
 CJ1381_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CJ1381_SETTING: 0 = UNSPECIFIED SETTING
 CJ1381_STAMPING: 2820 B 1990
 CJ1381_MARK LOGO: SCCC  
 CJ1381_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1381
 CJ1381  HISTORY     - Date     Condition        Report By
 CJ1381  HISTORY     - 1990     MONUMENTED       SCCC
 CJ1381  HISTORY     - 19900918 GOOD             NGS
 CJ1381
 CJ1381                          STATION DESCRIPTION
 CJ1381
 CJ1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1381'THE STATION IS LOCATED ON FOLLY ISLAND, ON THE NORTHWEST SIDE OF ROAD
 CJ1381'BETWEEN HOUSE NUMBERS 516 AND 518, 5.3 METERS (17.5 FEET) NORTH OF
 CJ1381'THE CENTERLINE OF WEST ASHLEY AVENUE, 10.5 METERS (34.3 FEET) SOUTH
 CJ1381'FROM THE SOUTHWEST CORNER OF HOUSE NUMBER 516, AND 10.2 METERS
 CJ1381'(33.4 FEET) SOUTHEAST FROM THE SOUTHEAST CORNER OF HOUSE NUMBER 518,
 CJ1381'A BERNSTEN BREAKAWAY PIPE MONUMENT SET INSIDE A 6-INCH PVC COLLAR
 CJ1381'SURROUNDED BY CONCRETE AND PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1382 ***********************************************************************
 CJ1382  DESIGNATION -  2823
 CJ1382  PID         -  CJ1382
 CJ1382  STATE/COUNTY-  SC/CHARLESTON
 CJ1382  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1382
 CJ1382                         *CURRENT SURVEY CONTROL
 CJ1382  ___________________________________________________________________
 CJ1382* NAD 83(2001)-  32 39 06.96599(N)    079 56 54.07231(W)     ADJUSTED  
 CJ1382* NAVD 88     -         1.833  (meters)       6.01   (feet)  ADJUSTED  
 CJ1382  ___________________________________________________________________
 CJ1382  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 CJ1382  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ1382  DYNAMIC HT  -           1.831 (meters)       6.01  (feet)  COMP
 CJ1382  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CJ1382
 CJ1382  HORZ ORDER  -  SECOND
 CJ1382  VERT ORDER  -  THIRD
 CJ1382
 CJ1382.The horizontal coordinates were established by classical geodetic methods
 CJ1382.and adjusted by the National Geodetic Survey in March 2004..
 CJ1382
 CJ1382.The orthometric height was determined by differential leveling
 CJ1382.and adjusted by the National Geodetic Survey in April 1995..
 CJ1382
 CJ1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1382
 CJ1382.The geoid height was determined by GEOID03.
 CJ1382
 CJ1382.The dynamic height is computed by dividing the NAVD 88
 CJ1382.geopotential number by the normal gravity value computed on the
 CJ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1382.degrees latitude (g = 980.6199 gals.).
 CJ1382
 CJ1382.The modeled gravity was interpolated from observed gravity values.
 CJ1382
 CJ1382;                    North         East     Units Scale Factor Converg.
 CJ1382;SPC SC       -    91,287.464   708,257.186   MT  0.99994995   +0 34 58.9
 CJ1382;SPC SC       -   299,499.55  2,323,678.43   iFT  0.99994995   +0 34 58.9
 CJ1382;UTM  17      - 3,613,189.883   598,626.694   MT  0.99971994   +0 34 02.8
 CJ1382
 CJ1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1382!SPC SC       -   1.00000493  x   0.99994995  =   0.99995488
 CJ1382!UTM  17      -   1.00000493  x   0.99971994  =   0.99972486
 CJ1382
 CJ1382                          SUPERSEDED SURVEY CONTROL
 CJ1382
 CJ1382  NAD 83(1986)-  32 39 06.97320(N)    079 56 54.07667(W) AD(       ) 2
 CJ1382  NGVD 29 (05/09/91)    2.131  (m)            6.99   (f) ADJUSTED    3 0
 CJ1382
 CJ1382.Superseded values are not recommended for survey control.
 CJ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1382.See file dsdata.txt to determine how the superseded data were derived.
 CJ1382
 CJ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9862713190(NAD 83)
 CJ1382_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CJ1382_SETTING: 0 = UNSPECIFIED SETTING
 CJ1382_STAMPING: 2823 1989
 CJ1382_MARK LOGO: SCCC  
 CJ1382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1382
 CJ1382  HISTORY     - Date     Condition        Report By
 CJ1382  HISTORY     - 1989     MONUMENTED       SCCC
 CJ1382  HISTORY     - 19900918 GOOD             NGS
 CJ1382  HISTORY     - 19970621 GOOD             USPSQD
 CJ1382
 CJ1382                          STATION DESCRIPTION
 CJ1382
 CJ1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1382'STATION IS LOCATED ON FOLLY ISLAND, AT HOUSE NUMBER 404 WEST ASHLEY
 CJ1382'AVENUE, 5.18 METERS (17.0 FEET) NORTHWEST OF THE CENTERLINE OF
 CJ1382'WEST ASHLEY AVENUE, AND 0.6 METER (2.0 FEET) NORTHEAST OF THE
 CJ1382'NO PARKING SIGN, A BERNSTEN BREAKAWAY PIPE MONUMENT SET INSIDE
 CJ1382'A 6-INCH PVC COLLAR SURROUNDED BY CONCRETE AND PROJECTING 6 INCHES
 CJ1382'ABOVE GROUND.
 CJ1382
 CJ1382                          STATION RECOVERY (1997)
 CJ1382
 CJ1382'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1383 ***********************************************************************
 CJ1383  DESIGNATION -  2825 B
 CJ1383  PID         -  CJ1383
 CJ1383  STATE/COUNTY-  SC/CHARLESTON
 CJ1383  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1383
 CJ1383                         *CURRENT SURVEY CONTROL
 CJ1383  ___________________________________________________________________
 CJ1383* NAD 83(2001)-  32 39 12.75618(N)    079 56 42.50198(W)     ADJUSTED  
 CJ1383* NAVD 88     -         1.876  (meters)       6.15   (feet)  ADJUSTED  
 CJ1383  ___________________________________________________________________
 CJ1383  X           -     938,475.291 (meters)                     COMP
 CJ1383  Y           -  -5,292,718.542 (meters)                     COMP
 CJ1383  Z           -   3,421,654.820 (meters)                     COMP
 CJ1383  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 CJ1383  ELLIP HEIGHT-         -31.35  (meters)          (03/27/03) GPS OBS
 CJ1383  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 CJ1383  DYNAMIC HT  -           1.874 (meters)       6.15  (feet)  COMP
 CJ1383  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CJ1383
 CJ1383  HORZ ORDER  -  SECOND
 CJ1383  VERT ORDER  -  THIRD
 CJ1383  ELLP ORDER  -  FOURTH    CLASS II
 CJ1383
 CJ1383.The horizontal coordinates were established by GPS observations
 CJ1383.and adjusted by the National Geodetic Survey in March 2003..
 CJ1383
 CJ1383.The orthometric height was determined by differential leveling
 CJ1383.and adjusted by the National Geodetic Survey in April 1995..
 CJ1383
 CJ1383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1383
 CJ1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1383
 CJ1383.The ellipsoidal height was determined by GPS observations
 CJ1383.and is referenced to NAD 83.
 CJ1383
 CJ1383.The geoid height was determined by GEOID03.
 CJ1383
 CJ1383.The dynamic height is computed by dividing the NAVD 88
 CJ1383.geopotential number by the normal gravity value computed on the
 CJ1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1383.degrees latitude (g = 980.6199 gals.).
 CJ1383
 CJ1383.The modeled gravity was interpolated from observed gravity values.
 CJ1383
 CJ1383;                    North         East     Units Scale Factor Converg.
 CJ1383;SPC SC       -    91,468.886   708,556.866   MT  0.99994946   +0 35 05.3
 CJ1383;SPC SC       -   300,094.77  2,324,661.63   iFT  0.99994946   +0 35 05.3
 CJ1383;UTM  17      - 3,613,371.181   598,926.354   MT  0.99972067   +0 34 09.1
 CJ1383
 CJ1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1383!SPC SC       -   1.00000492  x   0.99994946  =   0.99995438
 CJ1383!UTM  17      -   1.00000492  x   0.99972067  =   0.99972559
 CJ1383
 CJ1383|---------------------------------------------------------------------|
 CJ1383| PID    Reference Object                     Distance      Geod. Az  |
 CJ1383|                                                           dddmmss.s |
 CJ1383| CJ1384 2828                                332.865 METERS 07450     |
 CJ1383|---------------------------------------------------------------------|
 CJ1383
 CJ1383                          SUPERSEDED SURVEY CONTROL
 CJ1383
 CJ1383  NAD 83(1995)-  32 39 12.75623(N)    079 56 42.50312(W) AD(       ) 2
 CJ1383  ELLIP H (12/20/99)  -31.38   (m)                       GP(       ) 4 1
 CJ1383  NAD 83(1986)-  32 39 12.76334(N)    079 56 42.50633(W) AD(       ) 2
 CJ1383  NGVD 29 (05/09/91)    2.174  (m)            7.13   (f) ADJUSTED    3 0
 CJ1383
 CJ1383.Superseded values are not recommended for survey control.
 CJ1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1383.See file dsdata.txt to determine how the superseded data were derived.
 CJ1383
 CJ1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9892613371(NAD 83)
 CJ1383_MARKER: DD = SURVEY DISK
 CJ1383_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1383_SP_SET: ALUMINUM ALLOY ROD
 CJ1383_STAMPING: 2825 B 1990
 CJ1383_MARK LOGO: SCCC  
 CJ1383_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1383_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1383+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1990
 CJ1383_ROD/PIPE-DEPTH: 23.5 meters
 CJ1383
 CJ1383  HISTORY     - Date     Condition        Report By
 CJ1383  HISTORY     - 1990     MONUMENTED       NGS
 CJ1383  HISTORY     - 19900726 GOOD             SCGS
 CJ1383  HISTORY     - 19970621 GOOD             USPSQD
 CJ1383
 CJ1383                          STATION DESCRIPTION
 CJ1383
 CJ1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1383'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1383'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1383'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1383'803-737-1314.
 CJ1383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1383'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO SOUTHWEST
 CJ1383'ON ASHELY AVENUE FOR 0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT AT
 CJ1383'THE JUNCTION OF THIRD STREET WEST.
 CJ1383'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1383'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1383'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1383'ABOVE THE GROUND.  LOCATED 14.3 M (46.9 FT) SOUTH OF THE SOUTH CORNER
 CJ1383'OF HOUSE NUMBER 222, 7.45 M (24.44 FT) NORTHWEST OF THE CENTER OF
 CJ1383'ASHELY AVENUE, 4.5 M (14.8 FT) NORTHEAST OF THIRD STREET, 2.8 M
 CJ1383'(9.2 FT) SOUTHWEST OF A FIRE HYDRANT, 0.75 M (2.46 FT) SOUTHWEST OF A
 CJ1383'WOODEN POST STREET SIGN AND 0.4 M (1.3 FT) SOUTHWEST OF A FIBERGLASS
 CJ1383'WITNESS POST.
 CJ1383
 CJ1383                          STATION RECOVERY (1990)
 CJ1383
 CJ1383'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 CJ1383'RECOVERED IN GOOD CONDITION.
 CJ1383
 CJ1383                          STATION RECOVERY (1997)
 CJ1383
 CJ1383'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1384 ***********************************************************************
 CJ1384  DESIGNATION -  2828
 CJ1384  PID         -  CJ1384
 CJ1384  STATE/COUNTY-  SC/CHARLESTON
 CJ1384  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1384
 CJ1384                         *CURRENT SURVEY CONTROL
 CJ1384  ___________________________________________________________________
 CJ1384* NAD 83(2001)-  32 39 15.58275(N)    079 56 30.17376(W)     ADJUSTED  
 CJ1384* NAVD 88     -         2.704  (meters)       8.87   (feet)  ADJUSTED  
 CJ1384  ___________________________________________________________________
 CJ1384  X           -     938,783.545 (meters)                     COMP
 CJ1384  Y           -  -5,292,616.861 (meters)                     COMP
 CJ1384  Z           -   3,421,728.572 (meters)                     COMP
 CJ1384  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CJ1384  ELLIP HEIGHT-         -30.53  (meters)          (03/27/03) GPS OBS
 CJ1384  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 CJ1384  DYNAMIC HT  -           2.701 (meters)       8.86  (feet)  COMP
 CJ1384  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ1384
 CJ1384  HORZ ORDER  -  SECOND
 CJ1384  VERT ORDER  -  THIRD
 CJ1384  ELLP ORDER  -  FOURTH    CLASS II
 CJ1384
 CJ1384.The horizontal coordinates were established by GPS observations
 CJ1384.and adjusted by the National Geodetic Survey in March 2003..
 CJ1384
 CJ1384.The orthometric height was determined by differential leveling
 CJ1384.and adjusted by the National Geodetic Survey in April 1995..
 CJ1384
 CJ1384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1384
 CJ1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1384
 CJ1384.The ellipsoidal height was determined by GPS observations
 CJ1384.and is referenced to NAD 83.
 CJ1384
 CJ1384.The geoid height was determined by GEOID03.
 CJ1384
 CJ1384.The dynamic height is computed by dividing the NAVD 88
 CJ1384.geopotential number by the normal gravity value computed on the
 CJ1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1384.degrees latitude (g = 980.6199 gals.).
 CJ1384
 CJ1384.The modeled gravity was interpolated from observed gravity values.
 CJ1384
 CJ1384;                    North         East     Units Scale Factor Converg.
 CJ1384;SPC SC       -    91,559.234   708,877.217   MT  0.99994922   +0 35 12.2
 CJ1384;SPC SC       -   300,391.19  2,325,712.65   iFT  0.99994922   +0 35 12.2
 CJ1384;UTM  17      - 3,613,461.421   599,246.657   MT  0.99972146   +0 34 15.8
 CJ1384
 CJ1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1384!SPC SC       -   1.00000479  x   0.99994922  =   0.99995401
 CJ1384!UTM  17      -   1.00000479  x   0.99972146  =   0.99972625
 CJ1384
 CJ1384|---------------------------------------------------------------------|
 CJ1384| PID    Reference Object                     Distance      Geod. Az  |
 CJ1384|                                                           dddmmss.s |
 CJ1384| CJ1383 2825 B                              332.865 METERS 25450     |
 CJ1384|---------------------------------------------------------------------|
 CJ1384
 CJ1384                          SUPERSEDED SURVEY CONTROL
 CJ1384
 CJ1384  NAD 83(1995)-  32 39 15.58280(N)    079 56 30.17489(W) AD(       ) 2
 CJ1384  ELLIP H (12/20/99)  -30.55   (m)                       GP(       ) 4 1
 CJ1384  NAD 83(1986)-  32 39 15.58995(N)    079 56 30.17799(W) AD(       ) 2
 CJ1384  NGVD 29 (05/09/91)    3.001  (m)            9.85   (f) ADJUSTED    3 0
 CJ1384
 CJ1384.Superseded values are not recommended for survey control.
 CJ1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1384.See file dsdata.txt to determine how the superseded data were derived.
 CJ1384
 CJ1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9924713461(NAD 83)
 CJ1384_MARKER: DD = SURVEY DISK
 CJ1384_SETTING: 0 = UNSPECIFIED SETTING
 CJ1384_STAMPING: 2828 1988
 CJ1384_MARK LOGO: SCCC  
 CJ1384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1384+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1384
 CJ1384  HISTORY     - Date     Condition        Report By
 CJ1384  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1384  HISTORY     - 19900918 GOOD             NGS
 CJ1384  HISTORY     - 19970621 GOOD             USPSQD
 CJ1384
 CJ1384                          STATION DESCRIPTION
 CJ1384
 CJ1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1384'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1384'OF THE APPROXIMATE CENTER OF CHARLESTON AND NEAR THE WEST CORNER OF
 CJ1384'THE PARKING LOT OF THE HOLIDAY INN.  OWNERSHIP--SCHDPT
 CJ1384'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1384'803-737-1314.
 CJ1384'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1384'STREET) AND ARCTIC AVENUE IN THE CENTER OF FOLLY BEACH, GO SOUTHWEST
 CJ1384'ON ARCTIC AVENUE FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT
 CJ1384'NEAR THE WEST CORNER OF THE PARKING LOT OF THE HOLIDAY INN.
 CJ1384'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1384'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1384'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.  LOCATED 11.8 M (38.7 FT)
 CJ1384'SOUTHEAST OF THE CENTERLINE OF ARCTIC AVENUE, 4.69 M (15.39 FT)
 CJ1384'SOUTH-SOUTHEAST OF A TELEPHONE CABLE JUNCTION BOX, 4.87 M (15.98 FT)
 CJ1384'NORTH-NORTHWEST OF A PALMETTO TREE AND 0.6 M (2.0 FT) SOUTHWEST OF A
 CJ1384'FIBERGLASS WITNESS POST.
 CJ1384
 CJ1384                          STATION RECOVERY (1997)
 CJ1384
 CJ1384'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1385 ***********************************************************************
 CJ1385  DESIGNATION -  2830
 CJ1385  PID         -  CJ1385
 CJ1385  STATE/COUNTY-  SC/CHARLESTON
 CJ1385  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1385
 CJ1385                         *CURRENT SURVEY CONTROL
 CJ1385  ___________________________________________________________________
 CJ1385* NAD 83(2001)-  32 39 19.95152(N)    079 56 21.65023(W)     ADJUSTED  
 CJ1385* NAVD 88     -         2.434  (meters)       7.99   (feet)  ADJUSTED  
 CJ1385  ___________________________________________________________________
 CJ1385  X           -     938,989.527 (meters)                     COMP
 CJ1385  Y           -  -5,292,506.340 (meters)                     COMP
 CJ1385  Z           -   3,421,841.734 (meters)                     COMP
 CJ1385  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CJ1385  ELLIP HEIGHT-         -30.80  (meters)          (03/27/03) GPS OBS
 CJ1385  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 CJ1385  DYNAMIC HT  -           2.431 (meters)       7.98  (feet)  COMP
 CJ1385  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ1385
 CJ1385  HORZ ORDER  -  SECOND
 CJ1385  VERT ORDER  -  THIRD
 CJ1385  ELLP ORDER  -  FOURTH    CLASS II
 CJ1385
 CJ1385.The horizontal coordinates were established by GPS observations
 CJ1385.and adjusted by the National Geodetic Survey in March 2003..
 CJ1385
 CJ1385.The orthometric height was determined by differential leveling
 CJ1385.and adjusted by the National Geodetic Survey in April 1995..
 CJ1385
 CJ1385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1385
 CJ1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1385
 CJ1385.The ellipsoidal height was determined by GPS observations
 CJ1385.and is referenced to NAD 83.
 CJ1385
 CJ1385.The geoid height was determined by GEOID03.
 CJ1385
 CJ1385.The dynamic height is computed by dividing the NAVD 88
 CJ1385.geopotential number by the normal gravity value computed on the
 CJ1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1385.degrees latitude (g = 980.6199 gals.).
 CJ1385
 CJ1385.The modeled gravity was interpolated from observed gravity values.
 CJ1385
 CJ1385;                    North         East     Units Scale Factor Converg.
 CJ1385;SPC SC       -    91,696.077   709,097.936   MT  0.99994884   +0 35 16.9
 CJ1385;SPC SC       -   300,840.15  2,326,436.80   iFT  0.99994884   +0 35 16.9
 CJ1385;UTM  17      - 3,613,598.173   599,467.363   MT  0.99972200   +0 34 20.5
 CJ1385
 CJ1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1385!SPC SC       -   1.00000484  x   0.99994884  =   0.99995368
 CJ1385!UTM  17      -   1.00000484  x   0.99972200  =   0.99972683
 CJ1385
 CJ1385|---------------------------------------------------------------------|
 CJ1385| PID    Reference Object                     Distance      Geod. Az  |
 CJ1385|                                                           dddmmss.s |
 CJ1385| CJ1384 2828                                259.711 METERS 23847     |
 CJ1385|---------------------------------------------------------------------|
 CJ1385
 CJ1385                          SUPERSEDED SURVEY CONTROL
 CJ1385
 CJ1385  NAD 83(1995)-  32 39 19.95157(N)    079 56 21.65137(W) AD(       ) 2
 CJ1385  ELLIP H (12/20/99)  -30.82   (m)                       GP(       ) 4 1
 CJ1385  NAD 83(1986)-  32 39 19.95878(N)    079 56 21.65452(W) AD(       ) 2
 CJ1385  NGVD 29 (05/09/91)    2.731  (m)            8.96   (f) ADJUSTED    3 0
 CJ1385
 CJ1385.Superseded values are not recommended for survey control.
 CJ1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1385.See file dsdata.txt to determine how the superseded data were derived.
 CJ1385
 CJ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9946713598(NAD 83)
 CJ1385_MARKER: DD = SURVEY DISK
 CJ1385_SETTING: 0 = UNSPECIFIED SETTING
 CJ1385_STAMPING: 2830 1988
 CJ1385_MARK LOGO: SCCC  
 CJ1385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1385+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1385
 CJ1385  HISTORY     - Date     Condition        Report By
 CJ1385  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1385  HISTORY     - 19900918 GOOD             NGS
 CJ1385  HISTORY     - 19970621 GOOD             USPSQD
 CJ1385
 CJ1385                          STATION DESCRIPTION
 CJ1385
 CJ1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1385'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1385'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1385'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1385'803-737-1314.
 CJ1385'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1385'STREET) AND ARCTIC AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1385'ON ARCTIC AVENUE FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 CJ1385'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1385'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1385'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.  LOCATED 15.6 M (51.2 FT)
 CJ1385'NORTH AND ACROSS THE AVENUE FROM A FIRE HYDRANT, 8.1 M (26.6 FT)
 CJ1385'NORTHWEST OF THE CENTER LINE OF ARCTIC AVENUE, 6.7 M (22.0 FT)
 CJ1385'NORTHEAST OF POWER POLE C-26817, 0.35 M (1.15 FT) NORTHEAST OF THE
 CJ1385'ENTRANCE DRIVE OF A TWO STORY HOUSE AND 0.35 M (1.15 FT) NORTHEAST A
 CJ1385'FIBERGLASS WITNESS POST.
 CJ1385
 CJ1385                          STATION RECOVERY (1997)
 CJ1385
 CJ1385'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1386 ***********************************************************************
 CJ1386  DESIGNATION -  2833 B
 CJ1386  PID         -  CJ1386
 CJ1386  STATE/COUNTY-  SC/CHARLESTON
 CJ1386  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1386
 CJ1386                         *CURRENT SURVEY CONTROL
 CJ1386  ___________________________________________________________________
 CJ1386* NAD 83(2001)-  32 39 24.82121(N)    079 56 10.19002(W)     ADJUSTED  
 CJ1386* NAVD 88     -         2.544  (meters)       8.35   (feet)  ADJUSTED  
 CJ1386  ___________________________________________________________________
 CJ1386  X           -     939,269.449 (meters)                     COMP
 CJ1386  Y           -  -5,292,374.535 (meters)                     COMP
 CJ1386  Z           -   3,421,968.080 (meters)                     COMP
 CJ1386  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CJ1386  ELLIP HEIGHT-         -30.71  (meters)          (03/27/03) GPS OBS
 CJ1386  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 CJ1386  DYNAMIC HT  -           2.541 (meters)       8.34  (feet)  COMP
 CJ1386  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ1386
 CJ1386  HORZ ORDER  -  SECOND
 CJ1386  VERT ORDER  -  THIRD
 CJ1386  ELLP ORDER  -  FOURTH    CLASS II
 CJ1386
 CJ1386.The horizontal coordinates were established by GPS observations
 CJ1386.and adjusted by the National Geodetic Survey in March 2003..
 CJ1386
 CJ1386.The orthometric height was determined by differential leveling
 CJ1386.and adjusted by the National Geodetic Survey in April 1995..
 CJ1386
 CJ1386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1386
 CJ1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1386
 CJ1386.The ellipsoidal height was determined by GPS observations
 CJ1386.and is referenced to NAD 83.
 CJ1386
 CJ1386.The geoid height was determined by GEOID03.
 CJ1386
 CJ1386.The dynamic height is computed by dividing the NAVD 88
 CJ1386.geopotential number by the normal gravity value computed on the
 CJ1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1386.degrees latitude (g = 980.6199 gals.).
 CJ1386
 CJ1386.The modeled gravity was interpolated from observed gravity values.
 CJ1386
 CJ1386;                    North         East     Units Scale Factor Converg.
 CJ1386;SPC SC       -    91,849.142   709,395.010   MT  0.99994843   +0 35 23.2
 CJ1386;SPC SC       -   301,342.33  2,327,411.45   iFT  0.99994843   +0 35 23.2
 CJ1386;UTM  17      - 3,613,751.123   599,764.411   MT  0.99972273   +0 34 26.8
 CJ1386
 CJ1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1386!SPC SC       -   1.00000482  x   0.99994843  =   0.99995325
 CJ1386!UTM  17      -   1.00000482  x   0.99972273  =   0.99972755
 CJ1386
 CJ1386|---------------------------------------------------------------------|
 CJ1386| PID    Reference Object                     Distance      Geod. Az  |
 CJ1386|                                                           dddmmss.s |
 CJ1386| CJ1385 2830                                334.205 METERS 24320     |
 CJ1386|---------------------------------------------------------------------|
 CJ1386
 CJ1386                          SUPERSEDED SURVEY CONTROL
 CJ1386
 CJ1386  NAD 83(1995)-  32 39 24.82126(N)    079 56 10.19115(W) AD(       ) 2
 CJ1386  ELLIP H (12/20/99)  -30.74   (m)                       GP(       ) 4 1
 CJ1386  NAD 83(1986)-  32 39 24.82842(N)    079 56 10.19432(W) AD(       ) 2
 CJ1386  NGVD 29 (05/09/91)    2.841  (m)            9.32   (f) ADJUSTED    3 0
 CJ1386
 CJ1386.Superseded values are not recommended for survey control.
 CJ1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1386.See file dsdata.txt to determine how the superseded data were derived.
 CJ1386
 CJ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9976413751(NAD 83)
 CJ1386_MARKER: DD = SURVEY DISK
 CJ1386_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1386_SP_SET: ALUMINUM ALLOY ROD
 CJ1386_STAMPING: 2833 B 1990
 CJ1386_MARK LOGO: SCCC  
 CJ1386_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1386_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1386+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1386_ROD/PIPE-DEPTH: 18.9 meters
 CJ1386
 CJ1386  HISTORY     - Date     Condition        Report By
 CJ1386  HISTORY     - 1990     MONUMENTED       NGS
 CJ1386  HISTORY     - 19970621 GOOD             USPSQD
 CJ1386
 CJ1386                          STATION DESCRIPTION
 CJ1386
 CJ1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1386'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1386'OF THE APPROXIMATE CENTER OF CHARLESTON AND AT THE JUNCTION OF 3RD
 CJ1386'STREET EAST.  OWNERSHIP--SCHDPT PRECONSTRUCTION ENGINEER, P.O. BOX
 CJ1386'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1386'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1386'STREET) AND ARCTIC AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1386'ON ARCTIC AVENUE FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.
 CJ1386'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1386'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1386'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1386'ABOVE THE GROUND.  LOCATED 8.7 M (28.5 FT) SOUTHWEST OF THE CENTER OF
 CJ1386'3RD STREET, 5.8 M (19.0 FT) NORTHWEST OF THE CENTER LINE OF ARCTIC
 CJ1386'AVENUE, 3.3 M (10.8 FT) SOUTH-SOUTHWEST OF A STOP SIGN, 1.1 M
 CJ1386'(3.6 FT) SOUTHWEST OF A POWER POLE WITH LINES CROSSING THE HIGHWAY
 CJ1386'AND 0.2 M (0.7 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 CJ1386
 CJ1386                          STATION RECOVERY (1997)
 CJ1386
 CJ1386'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1366 ***********************************************************************
 CJ1366  DESIGNATION -  2835
 CJ1366  PID         -  CJ1366
 CJ1366  STATE/COUNTY-  SC/CHARLESTON
 CJ1366  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1366
 CJ1366                         *CURRENT SURVEY CONTROL
 CJ1366  ___________________________________________________________________
 CJ1366* NAD 83(2001)-  32 39 29.73257(N)    079 55 58.81337(W)     ADJUSTED  
 CJ1366* NAVD 88     -         2.221  (meters)       7.29   (feet)  ADJUSTED  
 CJ1366  ___________________________________________________________________
 CJ1366  X           -     939,547.027 (meters)                     COMP
 CJ1366  Y           -  -5,292,242.031 (meters)                     COMP
 CJ1366  Z           -   3,422,095.257 (meters)                     COMP
 CJ1366  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 CJ1366  ELLIP HEIGHT-         -31.08  (meters)          (03/27/03) GPS OBS
 CJ1366  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 CJ1366  DYNAMIC HT  -           2.219 (meters)       7.28  (feet)  COMP
 CJ1366  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CJ1366
 CJ1366  HORZ ORDER  -  SECOND
 CJ1366  VERT ORDER  -  FIRST     CLASS II
 CJ1366  ELLP ORDER  -  FOURTH    CLASS II
 CJ1366
 CJ1366.The horizontal coordinates were established by GPS observations
 CJ1366.and adjusted by the National Geodetic Survey in March 2003..
 CJ1366
 CJ1366.The orthometric height was determined by differential leveling
 CJ1366.and adjusted by the National Geodetic Survey in June 1991..
 CJ1366
 CJ1366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1366
 CJ1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1366
 CJ1366.The ellipsoidal height was determined by GPS observations
 CJ1366.and is referenced to NAD 83.
 CJ1366
 CJ1366.The geoid height was determined by GEOID03.
 CJ1366
 CJ1366.The dynamic height is computed by dividing the NAVD 88
 CJ1366.geopotential number by the normal gravity value computed on the
 CJ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1366.degrees latitude (g = 980.6199 gals.).
 CJ1366
 CJ1366.The modeled gravity was interpolated from observed gravity values.
 CJ1366
 CJ1366;                    North         East     Units Scale Factor Converg.
 CJ1366;SPC SC       -    92,003.477   709,689.884   MT  0.99994802   +0 35 29.6
 CJ1366;SPC SC       -   301,848.68  2,328,378.88   iFT  0.99994802   +0 35 29.6
 CJ1366;UTM  17      - 3,613,905.342   600,059.261   MT  0.99972345   +0 34 33.0
 CJ1366
 CJ1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1366!SPC SC       -   1.00000488  x   0.99994802  =   0.99995290
 CJ1366!UTM  17      -   1.00000488  x   0.99972345  =   0.99972833
 CJ1366
 CJ1366|---------------------------------------------------------------------|
 CJ1366| PID    Reference Object                     Distance      Geod. Az  |
 CJ1366|                                                           dddmmss.s |
 CJ1366| CJ1386 2833 B                              332.838 METERS 24258     |
 CJ1366|---------------------------------------------------------------------|
 CJ1366
 CJ1366                          SUPERSEDED SURVEY CONTROL
 CJ1366
 CJ1366  NAD 83(1995)-  32 39 29.73262(N)    079 55 58.81451(W) AD(       ) 2
 CJ1366  ELLIP H (12/20/99)  -31.10   (m)                       GP(       ) 4 1
 CJ1366  NAD 83(1986)-  32 39 29.73983(N)    079 55 58.81763(W) AD(       ) 2
 CJ1366  NGVD 29 (05/09/91)    2.518  (m)            8.26   (f) ADJUSTED    1 2
 CJ1366
 CJ1366.Superseded values are not recommended for survey control.
 CJ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1366.See file dsdata.txt to determine how the superseded data were derived.
 CJ1366
 CJ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0005913905(NAD 83)
 CJ1366_MARKER: DD = SURVEY DISK
 CJ1366_SETTING: 0 = UNSPECIFIED SETTING
 CJ1366_STAMPING: 2835 1988
 CJ1366_MARK LOGO: SCCC  
 CJ1366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1366+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1366
 CJ1366  HISTORY     - Date     Condition        Report By
 CJ1366  HISTORY     - 1988     MONUMENTED       SCGS
 CJ1366  HISTORY     - 19900518 GOOD             NGS
 CJ1366  HISTORY     - 19900918 GOOD             NGS
 CJ1366  HISTORY     - 19970621 GOOD             USPSQD
 CJ1366
 CJ1366                          STATION DESCRIPTION
 CJ1366
 CJ1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1366'0.8 KM (0.50 MI) NORTHEASTERLY ALONG EAST ARCTIC AVENUE FROM THE
 CJ1366'JUNCTION OF STATE HIGHWAY 171 IN FOLLY BEACH, 26.7 M (87.60 FT)
 CJ1366'WEST-NORTHWEST OF A FIRE HYDRANT, 5.9 M (19.36 FT) NORTH-NORTHWEST OF
 CJ1366'THE CENTER OF THE AVENUE, 2.3 M (7.55 FT) WEST OF UTILITY POLE NUMBER
 CJ1366'0291667 WITH A TRANSFORMER, 0.3 M (0.98 FT) ABOVE THE LEVEL OF THE
 CJ1366'AVENUE, AND 0.3 M (0.98 FT) EAST OF A WITNESS POST.  NOTE--THE DISK
 CJ1366'IS AFFIXED TO A 24-INCH SECTION OF 2-INCH PVC PIPE ENCASED IN A
 CJ1366'4-INCH PVC PIPE WITH A SCREW CAP THAT IS FLUSH WITH THE GROUND
 CJ1366'SURFACE.
 CJ1366
 CJ1366                          STATION RECOVERY (1990)
 CJ1366
 CJ1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ1366'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1366'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1366'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1366'803-737-1314.
 CJ1366'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1366'STREET) AND ARCTIC AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1366'ON ARCTIC AVENUE FOR 0.88 KM (0.55 MI) TO THE STATION ON THE LEFT.
 CJ1366'THE STATION IS A STANDARD BERNTSEN PRE-FAB BREAK-AWAY PVC PIPE WITH A
 CJ1366'SCCC BRONZE DISK ATTACHED AND ENCASED IN A 4-INCH PVC PIPE WITH A
 CJ1366'THREADED CAP PROJECTING ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED
 CJ1366'26.97 M (88.48 FT) WEST OF A FIRE HYDRANT, 5.88 M (19.29 FT)
 CJ1366'NORTHWEST OF THE CENTER OF ARCTIC AVENUE, 2.3 M (7.5 FT)
 CJ1366'WEST-SOUTHWEST OF POWER POLE 0291667 AND 0.33 M (1.08 FT) EAST OF A
 CJ1366'FIBERGLASS WITNESS POST.
 CJ1366
 CJ1366                          STATION RECOVERY (1997)
 CJ1366
 CJ1366'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1387 ***********************************************************************
 CJ1387  DESIGNATION -  2838
 CJ1387  PID         -  CJ1387
 CJ1387  STATE/COUNTY-  SC/CHARLESTON
 CJ1387  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1387
 CJ1387                         *CURRENT SURVEY CONTROL
 CJ1387  ___________________________________________________________________
 CJ1387* NAD 83(2001)-  32 39 33.81328(N)    079 55 48.37719(W)     ADJUSTED  
 CJ1387* NAVD 88     -         2.270  (meters)       7.45   (feet)  ADJUSTED  
 CJ1387  ___________________________________________________________________
 CJ1387  X           -     939,802.944 (meters)                     COMP
 CJ1387  Y           -  -5,292,127.771 (meters)                     COMP
 CJ1387  Z           -   3,422,201.137 (meters)                     COMP
 CJ1387  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CJ1387  ELLIP HEIGHT-         -30.99  (meters)          (03/27/03) GPS OBS
 CJ1387  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 CJ1387  DYNAMIC HT  -           2.267 (meters)       7.44  (feet)  COMP
 CJ1387  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ1387
 CJ1387  HORZ ORDER  -  SECOND
 CJ1387  VERT ORDER  -  THIRD
 CJ1387  ELLP ORDER  -  FOURTH    CLASS II
 CJ1387
 CJ1387.The horizontal coordinates were established by GPS observations
 CJ1387.and adjusted by the National Geodetic Survey in March 2003..
 CJ1387
 CJ1387.The orthometric height was determined by differential leveling
 CJ1387.and adjusted by the National Geodetic Survey in April 1995..
 CJ1387
 CJ1387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1387
 CJ1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1387
 CJ1387.The ellipsoidal height was determined by GPS observations
 CJ1387.and is referenced to NAD 83.
 CJ1387
 CJ1387.The geoid height was determined by GEOID03.
 CJ1387
 CJ1387.The dynamic height is computed by dividing the NAVD 88
 CJ1387.geopotential number by the normal gravity value computed on the
 CJ1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1387.degrees latitude (g = 980.6199 gals.).
 CJ1387
 CJ1387.The modeled gravity was interpolated from observed gravity values.
 CJ1387
 CJ1387;                    North         East     Units Scale Factor Converg.
 CJ1387;SPC SC       -    92,131.982   709,960.508   MT  0.99994767   +0 35 35.3
 CJ1387;SPC SC       -   302,270.28  2,329,266.76   iFT  0.99994767   +0 35 35.3
 CJ1387;UTM  17      - 3,614,033.744   600,329.861   MT  0.99972412   +0 34 38.7
 CJ1387
 CJ1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1387!SPC SC       -   1.00000487  x   0.99994767  =   0.99995254
 CJ1387!UTM  17      -   1.00000487  x   0.99972412  =   0.99972898
 CJ1387
 CJ1387|---------------------------------------------------------------------|
 CJ1387| PID    Reference Object                     Distance      Geod. Az  |
 CJ1387|                                                           dddmmss.s |
 CJ1387| CJ1366 2835                                299.601 METERS 24512     |
 CJ1387|---------------------------------------------------------------------|
 CJ1387
 CJ1387                          SUPERSEDED SURVEY CONTROL
 CJ1387
 CJ1387  NAD 83(1995)-  32 39 33.81333(N)    079 55 48.37832(W) AD(       ) 2
 CJ1387  ELLIP H (12/20/99)  -31.02   (m)                       GP(       ) 4 1
 CJ1387  NAD 83(1986)-  32 39 33.82052(N)    079 55 48.38147(W) AD(       ) 2
 CJ1387  NGVD 29 (05/09/91)    2.566  (m)            8.42   (f) ADJUSTED    3 0
 CJ1387
 CJ1387.Superseded values are not recommended for survey control.
 CJ1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1387.See file dsdata.txt to determine how the superseded data were derived.
 CJ1387
 CJ1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0033014034(NAD 83)
 CJ1387_MARKER: DD = SURVEY DISK
 CJ1387_SETTING: 0 = UNSPECIFIED SETTING
 CJ1387_STAMPING: 2838 1988
 CJ1387_MARK LOGO: SCCC  
 CJ1387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1387+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1387
 CJ1387  HISTORY     - Date     Condition        Report By
 CJ1387  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1387  HISTORY     - 19900918 GOOD             NGS
 CJ1387  HISTORY     - 19970621 GOOD             USPSQD
 CJ1387
 CJ1387                          STATION DESCRIPTION
 CJ1387
 CJ1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1387'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1387'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1387'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1387'803-737-1314.
 CJ1387'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1387'STREET) AND ARCTIC AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1387'ON ARCTIC AVENUE FOR 1.2 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 CJ1387'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1387'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1387'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.  LOCATED 12.45 M (40.85 FT)
 CJ1387'NORTHWEST OF THE NORTHWEST CORNER PILING SUPPORT OF HOUSE NUMBER 517,
 CJ1387'6.6 M (21.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER
 CJ1387'515, 5.72 M (18.77 FT) SOUTHEAST OF THE CENTER LINE OF ARCTIC AVENUE,
 CJ1387'0.7 M (2.3 FT) EAST OF A SMALL TELEPHONE CABLE JUNCTION BOX AND 0.25
 CJ1387'M (0.82 FT) NORTHWEST A FIBERGLASS WITNESS POST.
 CJ1387
 CJ1387                          STATION RECOVERY (1997)
 CJ1387
 CJ1387'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1388 ***********************************************************************
 CJ1388  DESIGNATION -  2840 B
 CJ1388  PID         -  CJ1388
 CJ1388  STATE/COUNTY-  SC/CHARLESTON
 CJ1388  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1388
 CJ1388                         *CURRENT SURVEY CONTROL
 CJ1388  ___________________________________________________________________
 CJ1388* NAD 83(2001)-  32 39 36.88976(N)    079 55 41.29894(W)     ADJUSTED  
 CJ1388* NAVD 88     -         2.262  (meters)       7.42   (feet)  ADJUSTED  
 CJ1388  ___________________________________________________________________
 CJ1388  X           -     939,975.604 (meters)                     COMP
 CJ1388  Y           -  -5,292,045.154 (meters)                     COMP
 CJ1388  Z           -   3,422,280.918 (meters)                     COMP
 CJ1388  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CJ1388  ELLIP HEIGHT-         -31.00  (meters)          (03/27/03) GPS OBS
 CJ1388  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 CJ1388  DYNAMIC HT  -           2.260 (meters)       7.41  (feet)  COMP
 CJ1388  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ1388
 CJ1388  HORZ ORDER  -  SECOND
 CJ1388  VERT ORDER  -  THIRD
 CJ1388  ELLP ORDER  -  FOURTH    CLASS II
 CJ1388
 CJ1388.The horizontal coordinates were established by GPS observations
 CJ1388.and adjusted by the National Geodetic Survey in March 2003..
 CJ1388
 CJ1388.The orthometric height was determined by differential leveling
 CJ1388.and adjusted by the National Geodetic Survey in April 1995..
 CJ1388
 CJ1388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1388
 CJ1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1388
 CJ1388.The ellipsoidal height was determined by GPS observations
 CJ1388.and is referenced to NAD 83.
 CJ1388
 CJ1388.The geoid height was determined by GEOID03.
 CJ1388
 CJ1388.The dynamic height is computed by dividing the NAVD 88
 CJ1388.geopotential number by the normal gravity value computed on the
 CJ1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1388.degrees latitude (g = 980.6199 gals.).
 CJ1388
 CJ1388.The modeled gravity was interpolated from observed gravity values.
 CJ1388
 CJ1388;                    North         East     Units Scale Factor Converg.
 CJ1388;SPC SC       -    92,228.654   710,143.955   MT  0.99994741   +0 35 39.3
 CJ1388;SPC SC       -   302,587.45  2,329,868.62   iFT  0.99994741   +0 35 39.3
 CJ1388;UTM  17      - 3,614,130.344   600,513.292   MT  0.99972458   +0 34 42.5
 CJ1388
 CJ1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1388!SPC SC       -   1.00000487  x   0.99994741  =   0.99995228
 CJ1388!UTM  17      -   1.00000487  x   0.99972458  =   0.99972945
 CJ1388
 CJ1388|---------------------------------------------------------------------|
 CJ1388| PID    Reference Object                     Distance      Geod. Az  |
 CJ1388|                                                           dddmmss.s |
 CJ1388| CJ1387 2838                                207.371 METERS 24248     |
 CJ1388|---------------------------------------------------------------------|
 CJ1388
 CJ1388                          SUPERSEDED SURVEY CONTROL
 CJ1388
 CJ1388  NAD 83(1995)-  32 39 36.88981(N)    079 55 41.30008(W) AD(       ) 2
 CJ1388  ELLIP H (12/20/99)  -31.03   (m)                       GP(       ) 4 1
 CJ1388  NAD 83(1986)-  32 39 36.89702(N)    079 55 41.30323(W) AD(       ) 2
 CJ1388  NGVD 29 (05/09/91)    2.558  (m)            8.39   (f) ADJUSTED    3 0
 CJ1388
 CJ1388.Superseded values are not recommended for survey control.
 CJ1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1388.See file dsdata.txt to determine how the superseded data were derived.
 CJ1388
 CJ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0051314130(NAD 83)
 CJ1388_MARKER: DD = SURVEY DISK
 CJ1388_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1388_SP_SET: ALUMINUM ALLOY ROD
 CJ1388_STAMPING: 2840 B 1990
 CJ1388_MARK LOGO: SCCC  
 CJ1388_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1388+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1388_ROD/PIPE-DEPTH: 17.6 meters
 CJ1388
 CJ1388  HISTORY     - Date     Condition        Report By
 CJ1388  HISTORY     - 1990     MONUMENTED       NGS
 CJ1388  HISTORY     - 19970621 GOOD             USPSQD
 CJ1388
 CJ1388                          STATION DESCRIPTION
 CJ1388
 CJ1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1388'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1388'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1388'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1388'803-737-1314.
 CJ1388'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1388'STREET) AND ARCTIC AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1388'ON ARCTIC AVENUE FOR 1.4 KM (0.9 MI) TO THE STATION ON THE RIGHT.
 CJ1388'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1388'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1388'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1388'ABOVE THE GROUND.  LOCATED 10.4 M (34.1 FT) SOUTH-SOUTHEAST AND
 CJ1388'ACROSS THE AVENUE FROM POWER POLE 0291678, 7.1 M (23.3 FT) NORTHWEST
 CJ1388'OF THE NORTHWEST PILING SUPPORT OF HOUSE NUMBER 613, 5.2 M (17.1 FT)
 CJ1388'NORTH-NORTHWEST OF A LONE PALMETTO TREE, 5.1 M (16.7 FT) SOUTHEAST OF
 CJ1388'THE CENTER OF ARCTIC AVENUE AND 0.3 M (1.0 FT) NORTHWEST OF A
 CJ1388'FIBERGLASS WITNESS POST.
 CJ1388
 CJ1388                          STATION RECOVERY (1997)
 CJ1388
 CJ1388'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1389 ***********************************************************************
 CJ1389  DESIGNATION -  2843 B
 CJ1389  PID         -  CJ1389
 CJ1389  STATE/COUNTY-  SC/CHARLESTON
 CJ1389  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1389
 CJ1389                         *CURRENT SURVEY CONTROL
 CJ1389  ___________________________________________________________________
 CJ1389* NAD 83(2001)-  32 39 41.51281(N)    079 55 30.26409(W)     ADJUSTED  
 CJ1389* NAVD 88     -         2.984  (meters)       9.79   (feet)  ADJUSTED  
 CJ1389  ___________________________________________________________________
 CJ1389  X           -     940,245.379 (meters)                     COMP
 CJ1389  Y           -  -5,291,919.777 (meters)                     COMP
 CJ1389  Z           -   3,422,401.196 (meters)                     COMP
 CJ1389  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CJ1389  ELLIP HEIGHT-         -30.29  (meters)          (03/27/03) GPS OBS
 CJ1389  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 CJ1389  DYNAMIC HT  -           2.980 (meters)       9.78  (feet)  COMP
 CJ1389  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ1389
 CJ1389  HORZ ORDER  -  SECOND
 CJ1389  VERT ORDER  -  THIRD
 CJ1389  ELLP ORDER  -  FOURTH    CLASS II
 CJ1389
 CJ1389.The horizontal coordinates were established by GPS observations
 CJ1389.and adjusted by the National Geodetic Survey in March 2003..
 CJ1389
 CJ1389.The orthometric height was determined by differential leveling
 CJ1389.and adjusted by the National Geodetic Survey in April 1995..
 CJ1389
 CJ1389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1389
 CJ1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1389
 CJ1389.The ellipsoidal height was determined by GPS observations
 CJ1389.and is referenced to NAD 83.
 CJ1389
 CJ1389.The geoid height was determined by GEOID03.
 CJ1389
 CJ1389.The dynamic height is computed by dividing the NAVD 88
 CJ1389.geopotential number by the normal gravity value computed on the
 CJ1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1389.degrees latitude (g = 980.6199 gals.).
 CJ1389
 CJ1389.The modeled gravity was interpolated from observed gravity values.
 CJ1389
 CJ1389;                    North         East     Units Scale Factor Converg.
 CJ1389;SPC SC       -    92,374.039   710,429.992   MT  0.99994702   +0 35 45.4
 CJ1389;SPC SC       -   303,064.43  2,330,807.06   iFT  0.99994702   +0 35 45.4
 CJ1389;UTM  17      - 3,614,275.618   600,799.306   MT  0.99972529   +0 34 48.6
 CJ1389
 CJ1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1389!SPC SC       -   1.00000476  x   0.99994702  =   0.99995178
 CJ1389!UTM  17      -   1.00000476  x   0.99972529  =   0.99973004
 CJ1389
 CJ1389:                Primary Azimuth Mark                     Grid Az
 CJ1389:SPC SC       -  2838                                     242 43 30.5
 CJ1389:UTM  17      -  2838                                     242 44 27.3
 CJ1389
 CJ1389|---------------------------------------------------------------------|
 CJ1389| PID    Reference Object                     Distance      Geod. Az  |
 CJ1389|                                                           dddmmss.s |
 CJ1389| CJ1387 2838                                APPROX. 0.5 KM 2431915.9 |
 CJ1389| CJ1388 2840 B                              320.881 METERS 24339     |
 CJ1389|---------------------------------------------------------------------|
 CJ1389
 CJ1389                          SUPERSEDED SURVEY CONTROL
 CJ1389
 CJ1389  NAD 83(1995)-  32 39 41.51286(N)    079 55 30.26523(W) AD(       ) 2
 CJ1389  ELLIP H (12/20/99)  -30.32   (m)                       GP(       ) 4 1
 CJ1389  NAD 83(1986)-  32 39 41.52007(N)    079 55 30.26839(W) AD(       ) 2
 CJ1389  NGVD 29 (05/09/91)    3.280  (m)           10.76   (f) ADJUSTED    3 0
 CJ1389
 CJ1389.Superseded values are not recommended for survey control.
 CJ1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1389.See file dsdata.txt to determine how the superseded data were derived.
 CJ1389
 CJ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0079914276(NAD 83)
 CJ1389_MARKER: DD = SURVEY DISK
 CJ1389_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1389_SP_SET: ALUMINUM ALLOY ROD
 CJ1389_STAMPING: 2843 B 1990
 CJ1389_MARK LOGO: SCCC  
 CJ1389_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1389_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1389+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1389_ROD/PIPE-DEPTH: 12.8 meters
 CJ1389
 CJ1389  HISTORY     - Date     Condition        Report By
 CJ1389  HISTORY     - 1990     MONUMENTED       NGS
 CJ1389  HISTORY     - 19970621 GOOD             USPSQD
 CJ1389
 CJ1389                          STATION DESCRIPTION
 CJ1389
 CJ1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1389'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1389'OF THE APPROXIMATE CENTER OF CHARLESTON, AT THE JUNCTION OF ARCTIC
 CJ1389'AVENUE AND 8TH STREET EAST AND ON THE SOUTHWEST SIDE OF A BEACH
 CJ1389'ACCESS AREA.  OWNERSHIP--SCHDPT PRECONSTRUCTION ENGINEER, P.O. BOX
 CJ1389'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1389'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1389'STREET) AND ARCTIC AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1389'ON ARCTIC AVENUE FOR 1.68 KM (1.04 MI) TO THE STATION ON THE RIGHT,
 CJ1389'ON THE SOUTHWEST SIDE OF A BEACH ACCESS DIRECTLY ACROSS THE AVENUE
 CJ1389'FROM THE JUNCTION OF 8TH STREET WEST.
 CJ1389'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1389'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1389'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1389'ABOVE THE GROUND.  LOCATED 11.95 M (39.21 FT) NORTHWEST OF THE
 CJ1389'SOUTHWEST SIDE OF THE WOODEN POST SUPPORT OF THE HAND RAIL OF THE
 CJ1389'BEACH ACCESS WALKOVER, 8.55 M (28.05 FT) SOUTHEAST OF THE CENTER OF
 CJ1389'ARCTIC AVENUE, 4.5 M (14.8 FT) EAST OF A 12-INCH PALMETTO TREE AND
 CJ1389'0.25 M (0.82 FT) NORTH OF A FIBERGLASS WITNESS POST.
 CJ1389
 CJ1389                          STATION RECOVERY (1997)
 CJ1389
 CJ1389'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1365 ***********************************************************************
 CJ1365  DESIGNATION -  2850 B
 CJ1365  PID         -  CJ1365
 CJ1365  STATE/COUNTY-  SC/CHARLESTON
 CJ1365  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1365
 CJ1365                         *CURRENT SURVEY CONTROL
 CJ1365  ___________________________________________________________________
 CJ1365* NAD 83(2001)-  32 39 48.89670(N)    079 55 14.30041(W)     ADJUSTED  
 CJ1365* NAVD 88     -         1.929  (meters)       6.33   (feet)  ADJUSTED  
 CJ1365  ___________________________________________________________________
 CJ1365  X           -     940,633.299 (meters)                     COMP
 CJ1365  Y           -  -5,291,725.250 (meters)                     COMP
 CJ1365  Z           -   3,422,592.115 (meters)                     COMP
 CJ1365  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 CJ1365  ELLIP HEIGHT-         -31.35  (meters)          (03/27/03) GPS OBS
 CJ1365  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 CJ1365  DYNAMIC HT  -           1.927 (meters)       6.32  (feet)  COMP
 CJ1365  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ1365
 CJ1365  HORZ ORDER  -  FIRST
 CJ1365  VERT ORDER  -  FIRST     CLASS II
 CJ1365  ELLP ORDER  -  FOURTH    CLASS II
 CJ1365
 CJ1365.The horizontal coordinates were established by GPS observations
 CJ1365.and adjusted by the National Geodetic Survey in March 2003..
 CJ1365
 CJ1365.The orthometric height was determined by differential leveling
 CJ1365.and adjusted by the National Geodetic Survey in June 1991..
 CJ1365
 CJ1365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1365
 CJ1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1365
 CJ1365.The ellipsoidal height was determined by GPS observations
 CJ1365.and is referenced to NAD 83.
 CJ1365
 CJ1365.The geoid height was determined by GEOID03.
 CJ1365
 CJ1365.The dynamic height is computed by dividing the NAVD 88
 CJ1365.geopotential number by the normal gravity value computed on the
 CJ1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1365.degrees latitude (g = 980.6199 gals.).
 CJ1365
 CJ1365.The modeled gravity was interpolated from observed gravity values.
 CJ1365
 CJ1365;                    North         East     Units Scale Factor Converg.
 CJ1365;SPC SC       -    92,605.812   710,843.552   MT  0.99994640   +0 35 54.2
 CJ1365;SPC SC       -   303,824.84  2,332,163.88   iFT  0.99994640   +0 35 54.2
 CJ1365;UTM  17      - 3,614,507.225   601,212.838   MT  0.99972632   +0 34 57.3
 CJ1365
 CJ1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1365!SPC SC       -   1.00000492  x   0.99994640  =   0.99995132
 CJ1365!UTM  17      -   1.00000492  x   0.99972632  =   0.99973124
 CJ1365
 CJ1365:                Primary Azimuth Mark                     Grid Az
 CJ1365:SPC SC       -  2843 B                                   240 43 56.2
 CJ1365:UTM  17      -  2843 B                                   240 44 53.1
 CJ1365
 CJ1365|---------------------------------------------------------------------|
 CJ1365| PID    Reference Object                     Distance      Geod. Az  |
 CJ1365|                                                           dddmmss.s |
 CJ1365| CJ1389 2843 B                              474.103 METERS 2411950.4 |
 CJ1365|---------------------------------------------------------------------|
 CJ1365
 CJ1365                          SUPERSEDED SURVEY CONTROL
 CJ1365
 CJ1365  NAD 83(1995)-  32 39 48.89675(N)    079 55 14.30158(W) AD(       ) 1
 CJ1365  ELLIP H (12/20/99)  -31.38   (m)                       GP(       ) 4 1
 CJ1365  NAD 83(1986)-  32 39 48.90419(N)    079 55 14.30492(W) AD(       ) 1
 CJ1365  NGVD 29 (05/09/91)    2.225  (m)            7.30   (f) ADJUSTED    1 2
 CJ1365
 CJ1365.Superseded values are not recommended for survey control.
 CJ1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1365.See file dsdata.txt to determine how the superseded data were derived.
 CJ1365
 CJ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0121314507(NAD 83)
 CJ1365_MARKER: I = METAL ROD
 CJ1365_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CJ1365_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CJ1365_STAMPING: 2850 B 1990
 CJ1365_MARK LOGO: NOS   
 CJ1365_PROJECTION: FLUSH
 CJ1365_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1365+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ1365_ROD/PIPE-DEPTH: 19.2 meters
 CJ1365_SLEEVE-DEPTH  : 0.9 meters
 CJ1365
 CJ1365  HISTORY     - Date     Condition        Report By
 CJ1365  HISTORY     - 1990     MONUMENTED       NGS
 CJ1365  HISTORY     - 19900517 GOOD             NGS
 CJ1365  HISTORY     - 19900918 GOOD             NGS
 CJ1365  HISTORY     - 19920817 GOOD             NGS
 CJ1365
 CJ1365                          STATION DESCRIPTION
 CJ1365
 CJ1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1365'IN FOLLY BEACH, AT THE INTERSECTION OF ARTIC AVENUE AND EAST 10TH
 CJ1365'STREET, 6.1 M (20.01 FT) NORTHWEST OF THE CENTER OF THE AVENUE, 5.5 M
 CJ1365'(18.04 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF THE STREET, 1.7
 CJ1365'M (5.58 FT) SOUTHWEST OF UTILITY POLE NUMBER 1213891, AND 0.3 M (0.98
 CJ1365'FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 CJ1365'THROUGH A 5-INCH LOGO CAP.
 CJ1365
 CJ1365                          STATION RECOVERY (1990)
 CJ1365
 CJ1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ1365'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1365'OF THE APPROXIMATE CENTER OF CHARLESTON AND AT THE JUNCTION OF ARCTIC
 CJ1365'AVENUE AND 10TH STREET WEST.  OWNERSHIP--SCHDPT PRECONSTRUCTION
 CJ1365'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1365'STREET) AND ARCTIC AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1365'ON ARCTIC AVENUE FOR 2.25 KM (1.40 MI) TO THE STATION ON THE LEFT.
 CJ1365'THE STATION IS A STANDARD NGS STAINLESS STEEL ROD DRIVEN TO REFUSAL
 CJ1365'WITH THE TOP OF THE DATUM POINT CENTER PUNCHED, ENCASED IN A 1-INCH
 CJ1365'PVC PIPE FILLED WITH GREASE AND SURROUNDED BY A 5-INCH PVC PIPE WITH
 CJ1365'A ALUMINUM LOGO CAP ABOUT FLUSH WITH THE GROUND.  LOCATED 6.1 M
 CJ1365'(20.0 FT) NORTHWEST OF THE CENTER OF ARCTIC AVENUE, 5.55 M
 CJ1365'(18.21 FT) NORTHEAST OF THE CENTER OF 10TH STREET WEST, 1.7 M
 CJ1365'(5.6 FT) SOUTHWEST OF POWER POLE 123891 AND 0.25 M (0.82 FT)
 CJ1365'SOUTHEAST OF A FIBERGLASS WITNESS POST.
 CJ1365
 CJ1365                          STATION RECOVERY (1992)
 CJ1365
 CJ1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ1365'IN FOLLY BEACH, AT THE INTERSECTION OF EAST ARCTIC AVENUE AND 10TH
 CJ1365'STREET, 6.1 M (20.0 FT) NORTHWEST OF THE AVENUE CENTERLINE, 5.6 M
 CJ1365'(18.4 FT) NORTHEAST OF THE STREET CENTER, 1.7 M (5.6 FT) SOUTHWEST OF
 CJ1365'UTILITY POLE NUMBER 123891, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 CJ1365'AVENUE, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS
 CJ1365'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD AND SLEEVE
 CJ1365'DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1373 ***********************************************************************
 CJ1373  DESIGNATION -  2855
 CJ1373  PID         -  CJ1373
 CJ1373  STATE/COUNTY-  SC/CHARLESTON
 CJ1373  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1373
 CJ1373                         *CURRENT SURVEY CONTROL
 CJ1373  ___________________________________________________________________
 CJ1373* NAD 83(2001)-  32 39 53.42908(N)    079 55 02.11088(W)     ADJUSTED  
 CJ1373* NAVD 88     -         1.726  (meters)       5.66   (feet)  ADJUSTED  
 CJ1373  ___________________________________________________________________
 CJ1373  X           -     940,932.797 (meters)                     COMP
 CJ1373  Y           -  -5,291,595.287 (meters)                     COMP
 CJ1373  Z           -   3,422,709.540 (meters)                     COMP
 CJ1373  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 CJ1373  ELLIP HEIGHT-         -31.56  (meters)          (03/27/03) GPS OBS
 CJ1373  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ1373  DYNAMIC HT  -           1.724 (meters)       5.66  (feet)  COMP
 CJ1373  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ1373
 CJ1373  HORZ ORDER  -  SECOND
 CJ1373  VERT ORDER  -  THIRD
 CJ1373  ELLP ORDER  -  FOURTH    CLASS II
 CJ1373
 CJ1373.The horizontal coordinates were established by GPS observations
 CJ1373.and adjusted by the National Geodetic Survey in March 2003..
 CJ1373
 CJ1373.The orthometric height was determined by differential leveling
 CJ1373.and adjusted by the National Geodetic Survey in April 1995..
 CJ1373
 CJ1373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1373
 CJ1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1373
 CJ1373.The ellipsoidal height was determined by GPS observations
 CJ1373.and is referenced to NAD 83.
 CJ1373
 CJ1373.The geoid height was determined by GEOID03.
 CJ1373
 CJ1373.The dynamic height is computed by dividing the NAVD 88
 CJ1373.geopotential number by the normal gravity value computed on the
 CJ1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1373.degrees latitude (g = 980.6199 gals.).
 CJ1373
 CJ1373.The modeled gravity was interpolated from observed gravity values.
 CJ1373
 CJ1373;                    North         East     Units Scale Factor Converg.
 CJ1373;SPC SC       -    92,748.739   711,159.681   MT  0.99994602   +0 36 01.0
 CJ1373;SPC SC       -   304,293.76  2,333,201.05   iFT  0.99994602   +0 36 01.0
 CJ1373;UTM  17      - 3,614,650.034   601,528.938   MT  0.99972711   +0 35 04.0
 CJ1373
 CJ1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1373!SPC SC       -   1.00000496  x   0.99994602  =   0.99995097
 CJ1373!UTM  17      -   1.00000496  x   0.99972711  =   0.99973206
 CJ1373
 CJ1373|---------------------------------------------------------------------|
 CJ1373| PID    Reference Object                     Distance      Geod. Az  |
 CJ1373|                                                           dddmmss.s |
 CJ1373| CJ1365 2850 B                              346.957 METERS 24616     |
 CJ1373|---------------------------------------------------------------------|
 CJ1373
 CJ1373                          SUPERSEDED SURVEY CONTROL
 CJ1373
 CJ1373  NAD 83(1995)-  32 39 53.42914(N)    079 55 02.11210(W) AD(       ) 2
 CJ1373  ELLIP H (12/20/99)  -31.59   (m)                       GP(       ) 4 1
 CJ1373  NAD 83(1986)-  32 39 53.43687(N)    079 55 02.11586(W) AD(       ) 2
 CJ1373  NGVD 29 (05/09/91)    2.022  (m)            6.63   (f) ADJUSTED    3 0
 CJ1373
 CJ1373.Superseded values are not recommended for survey control.
 CJ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1373.See file dsdata.txt to determine how the superseded data were derived.
 CJ1373
 CJ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0152914650(NAD 83)
 CJ1373_MARKER: DD = SURVEY DISK
 CJ1373_SETTING: 0 = UNSPECIFIED SETTING
 CJ1373_STAMPING: 2855 1988
 CJ1373_MARK LOGO: SCCC  
 CJ1373_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1373+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ1373
 CJ1373  HISTORY     - Date     Condition        Report By
 CJ1373  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1373  HISTORY     - 19900918 GOOD             NGS
 CJ1373  HISTORY     - 19920817 GOOD             NGS
 CJ1373
 CJ1373                          STATION DESCRIPTION
 CJ1373
 CJ1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1373'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1373'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1373'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1373'803-737-1314.
 CJ1373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1373'STREET) AND ARCTIC AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1373'ON ARCTIC AVENUE FOR 2.4 KM (1.5 MI) TO THE STATION ON THE RIGHT.
 CJ1373'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1373'BRONZE DISK ATTACHED AND ENCASED IN A 4-INCH PVC PIPE PROJECTING
 CJ1373'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.  LOCATED 10.1 M (33.1 FT) WEST
 CJ1373'OF THE NORTHWEST CORNER OF HOUSE NUMBER 111, 7.5 M (24.6 FT)
 CJ1373'SOUTHEAST OF THE CENTER LINE OF ARCTIC AVENUE, 3.2 M (10.5 FT) EAST OF
 CJ1373'POWER POLE A4387 AND 2.1 M (6.9 FT) EAST A FIBERGLASS WITNESS POST.
 CJ1373
 CJ1373                          STATION RECOVERY (1992)
 CJ1373
 CJ1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ1373'IN FOLLY BEACH, AT THE INTERSECTION OF EAST ARCTIC AVENUE AND 11TH
 CJ1373'STREET, 113.5 M (372.4 FT) WEST OF THE EXTENDED CENTER OF THE STREET,
 CJ1373'10.1 M (33.1 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE
 CJ1373'NUMBER 1111, 8.5 M (27.9 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY,
 CJ1373'7.5 M (24.6 FT) SOUTHEAST OF THE CENTERLINE OF THE AVENUE, 2.1 M (6.9
 CJ1373'FT) EAST-SOUTHEAST OF A WITNESS POST, AND 0.6 M (2.0 FT) ABOVE THE
 CJ1373'LEVEL OF THE AVENUE.  NOTE--THE DISK IS AFFIXED TO A BERNTSEN
 CJ1373'BRAKE-AWAY PVC PIPE AND IS RECESSED 0.4 M (1.3 FT) BELOW THE GROUND
 CJ1373'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1390 ***********************************************************************
 CJ1390  DESIGNATION -  2860 B
 CJ1390  PID         -  CJ1390
 CJ1390  STATE/COUNTY-  SC/CHARLESTON
 CJ1390  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1390
 CJ1390                         *CURRENT SURVEY CONTROL
 CJ1390  ___________________________________________________________________
 CJ1390* NAD 83(2001)-  32 39 59.80252(N)    079 54 52.24756(W)     ADJUSTED  
 CJ1390* NAVD 88     -         2.316  (meters)       7.60   (feet)  ADJUSTED  
 CJ1390  ___________________________________________________________________
 CJ1390  X           -     941,167.365 (meters)                     COMP
 CJ1390  Y           -  -5,291,446.453 (meters)                     COMP
 CJ1390  Z           -   3,422,875.144 (meters)                     COMP
 CJ1390  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CJ1390  ELLIP HEIGHT-         -30.96  (meters)          (03/27/03) GPS OBS
 CJ1390  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ1390  DYNAMIC HT  -           2.314 (meters)       7.59  (feet)  COMP
 CJ1390  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CJ1390
 CJ1390  HORZ ORDER  -  SECOND
 CJ1390  VERT ORDER  -  THIRD
 CJ1390  ELLP ORDER  -  FOURTH    CLASS II
 CJ1390
 CJ1390.The horizontal coordinates were established by GPS observations
 CJ1390.and adjusted by the National Geodetic Survey in March 2003..
 CJ1390
 CJ1390.The orthometric height was determined by differential leveling
 CJ1390.and adjusted by the National Geodetic Survey in April 1995..
 CJ1390
 CJ1390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1390
 CJ1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1390
 CJ1390.The ellipsoidal height was determined by GPS observations
 CJ1390.and is referenced to NAD 83.
 CJ1390
 CJ1390.The geoid height was determined by GEOID03.
 CJ1390
 CJ1390.The dynamic height is computed by dividing the NAVD 88
 CJ1390.geopotential number by the normal gravity value computed on the
 CJ1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1390.degrees latitude (g = 980.6199 gals.).
 CJ1390
 CJ1390.The modeled gravity was interpolated from observed gravity values.
 CJ1390
 CJ1390;                    North         East     Units Scale Factor Converg.
 CJ1390;SPC SC       -    92,947.748   711,414.599   MT  0.99994548   +0 36 06.5
 CJ1390;SPC SC       -   304,946.68  2,334,037.40   iFT  0.99994548   +0 36 06.5
 CJ1390;UTM  17      - 3,614,848.929   601,783.855   MT  0.99972775   +0 35 09.4
 CJ1390
 CJ1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1390!SPC SC       -   1.00000486  x   0.99994548  =   0.99995034
 CJ1390!UTM  17      -   1.00000486  x   0.99972775  =   0.99973261
 CJ1390
 CJ1390|---------------------------------------------------------------------|
 CJ1390| PID    Reference Object                     Distance      Geod. Az  |
 CJ1390|                                                           dddmmss.s |
 CJ1390| CJ1373 2855                                323.418 METERS 23237     |
 CJ1390|---------------------------------------------------------------------|
 CJ1390
 CJ1390                          SUPERSEDED SURVEY CONTROL
 CJ1390
 CJ1390  NAD 83(1995)-  32 39 59.80258(N)    079 54 52.24879(W) AD(       ) 2
 CJ1390  ELLIP H (12/20/99)  -30.99   (m)                       GP(       ) 4 1
 CJ1390  NAD 83(1986)-  32 39 59.81043(N)    079 54 52.25256(W) AD(       ) 2
 CJ1390  NGVD 29 (05/09/91)    2.611  (m)            8.57   (f) ADJUSTED    3 0
 CJ1390
 CJ1390.Superseded values are not recommended for survey control.
 CJ1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1390.See file dsdata.txt to determine how the superseded data were derived.
 CJ1390
 CJ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0178414849(NAD 83)
 CJ1390_MARKER: DD = SURVEY DISK
 CJ1390_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1390_SP_SET: ALUMINUM ALLOY ROD
 CJ1390_STAMPING: 2860 B
 CJ1390_MARK LOGO: SCCC  
 CJ1390_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1390_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ1390+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ1390_ROD/PIPE-DEPTH: 21.5 meters
 CJ1390
 CJ1390  HISTORY     - Date     Condition        Report By
 CJ1390  HISTORY     - 1990     MONUMENTED       NGS
 CJ1390  HISTORY     - 19920817 GOOD             NGS
 CJ1390
 CJ1390                          STATION DESCRIPTION
 CJ1390
 CJ1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1390'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1390'OF THE APPROXIMATE CENTER OF CHARLESTON, NEAR THE JUNCTION OF 13TH
 CJ1390'STREET EAST AND IN FRONT OF HOUSE NUMBER 1220.  OWNERSHIP--SCHDPT
 CJ1390'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1390'803-737-1314.
 CJ1390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1390'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1390'ON ASHELY AVENUE FOR 2.9 KM (1.8 MI) TO THE STATION ON THE LEFT.
 CJ1390'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1390'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1390'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1390'ABOVE THE GROUND.  LOCATED 25.7 M (84.3 FT) WEST OF THE CENTER OF
 CJ1390'13TH STREET EAST, 10.05 M (32.97 FT) SOUTH OF THE SOUTHWEST CORNER OF
 CJ1390'HOUSE NUMBER 1220, 4.85 M (15.91 FT) WEST OF THE WEST EDGE OF THE
 CJ1390'ENTRANCE SIDEWALK OF HOUSE 1220, 4.8 M (15.7 FT) NORTH OF THE CENTER
 CJ1390'OF ASHELY AVENUE AND 2.5 M (8.2 FT) SOUTHEAST OF THE CENTER OF A
 CJ1390'METAL COVER OF A WATER METER.
 CJ1390
 CJ1390                          STATION RECOVERY (1992)
 CJ1390
 CJ1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ1390'IN FOLLY BEACH, AT THE INTERSECTION OF EAST ASHLEY AVENUE AND 13TH
 CJ1390'STREET, 25.7 M (84.3 FT) SOUTHWEST OF THE STREET CENTER, 18.9 M (62.0
 CJ1390'FT) SOUTHWEST OF UTILITY POLE NUMBER 27767 WITH A TRANSFORMER, 10.1 M
 CJ1390'(33.1 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF HOUSE NUMBER
 CJ1390'1220, 4.9 M (16.1 FT) WEST OF THE WEST EDGE OF A SIDEWALK, 4.8 M
 CJ1390'(15.7 FT) NORTH-NORTHWEST OF AND LEVEL WITH THE AVENUE CENTERLINE,
 CJ1390'AND 2.5 M (8.2 FT) SOUTHEAST OF THE CENTER OF A WATER METER COVER.
 CJ1390'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE
 CJ1390'GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1391 ***********************************************************************
 CJ1391  DESIGNATION -  2863 B
 CJ1391  PID         -  CJ1391
 CJ1391  STATE/COUNTY-  SC/CHARLESTON
 CJ1391  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1391
 CJ1391                         *CURRENT SURVEY CONTROL
 CJ1391  ___________________________________________________________________
 CJ1391* NAD 83(2001)-  32 40 05.17157(N)    079 54 38.47057(W)     ADJUSTED  
 CJ1391* NAVD 88     -         2.431  (meters)       7.98   (feet)  ADJUSTED  
 CJ1391  ___________________________________________________________________
 CJ1391  X           -     941,505.168 (meters)                     COMP
 CJ1391  Y           -  -5,291,295.769 (meters)                     COMP
 CJ1391  Z           -   3,423,014.430 (meters)                     COMP
 CJ1391  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CJ1391  ELLIP HEIGHT-         -30.86  (meters)          (03/27/03) GPS OBS
 CJ1391  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 CJ1391  DYNAMIC HT  -           2.428 (meters)       7.97  (feet)  COMP
 CJ1391  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ1391
 CJ1391  HORZ ORDER  -  SECOND
 CJ1391  VERT ORDER  -  THIRD
 CJ1391  ELLP ORDER  -  FOURTH    CLASS II
 CJ1391
 CJ1391.The horizontal coordinates were established by GPS observations
 CJ1391.and adjusted by the National Geodetic Survey in March 2003..
 CJ1391
 CJ1391.The orthometric height was determined by differential leveling
 CJ1391.and adjusted by the National Geodetic Survey in April 1995..
 CJ1391
 CJ1391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1391
 CJ1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1391
 CJ1391.The ellipsoidal height was determined by GPS observations
 CJ1391.and is referenced to NAD 83.
 CJ1391
 CJ1391.The geoid height was determined by GEOID03.
 CJ1391
 CJ1391.The dynamic height is computed by dividing the NAVD 88
 CJ1391.geopotential number by the normal gravity value computed on the
 CJ1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1391.degrees latitude (g = 980.6199 gals.).
 CJ1391
 CJ1391.The modeled gravity was interpolated from observed gravity values.
 CJ1391
 CJ1391;                    North         East     Units Scale Factor Converg.
 CJ1391;SPC SC       -    93,116.901   711,771.795   MT  0.99994503   +0 36 14.1
 CJ1391;SPC SC       -   305,501.64  2,335,209.30   iFT  0.99994503   +0 36 14.1
 CJ1391;UTM  17      - 3,615,017.947   602,141.020   MT  0.99972864   +0 35 16.9
 CJ1391
 CJ1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1391!SPC SC       -   1.00000485  x   0.99994503  =   0.99994987
 CJ1391!UTM  17      -   1.00000485  x   0.99972864  =   0.99973348
 CJ1391
 CJ1391|---------------------------------------------------------------------|
 CJ1391| PID    Reference Object                     Distance      Geod. Az  |
 CJ1391|                                                           dddmmss.s |
 CJ1391| CJ1390 2860 B                              395.246 METERS 24516     |
 CJ1391|---------------------------------------------------------------------|
 CJ1391
 CJ1391                          SUPERSEDED SURVEY CONTROL
 CJ1391
 CJ1391  NAD 83(1995)-  32 40 05.17162(N)    079 54 38.47180(W) AD(       ) 2
 CJ1391  ELLIP H (12/20/99)  -30.89   (m)                       GP(       ) 4 1
 CJ1391  NAD 83(1986)-  32 40 05.17948(N)    079 54 38.47558(W) AD(       ) 2
 CJ1391  NGVD 29 (05/09/91)    2.726  (m)            8.94   (f) ADJUSTED    3 0
 CJ1391
 CJ1391.Superseded values are not recommended for survey control.
 CJ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1391.See file dsdata.txt to determine how the superseded data were derived.
 CJ1391
 CJ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0214115018(NAD 83)
 CJ1391_MARKER: DD = SURVEY DISK
 CJ1391_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1391_SP_SET: ALUMINUM ALLOY ROD
 CJ1391_STAMPING: 2863 B 1990
 CJ1391_MARK LOGO: SCCC  
 CJ1391_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1391_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1391+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1391_ROD/PIPE-DEPTH: 20.4 meters
 CJ1391
 CJ1391  HISTORY     - Date     Condition        Report By
 CJ1391  HISTORY     - 1990     MONUMENTED       NGS
 CJ1391  HISTORY     - 19970621 GOOD             USPSQD
 CJ1391
 CJ1391                          STATION DESCRIPTION
 CJ1391
 CJ1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1391'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1391'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1391'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1391'803-737-1314.
 CJ1391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1391'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1391'ON ASHELY AVENUE FOR 3.29 KM (2.04 MI) TO THE STATION ON THE LEFT.
 CJ1391'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1391'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1391'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1391'ABOVE THE GROUND.  LOCATED 8.1 M (26.6 FT) NORTHWEST OF THE CENTER OF
 CJ1391'ASHELY AVENUE, 2.9 M (9.5 FT) NORTHEAST OF THE CENTER OF THE ENTRANCE
 CJ1391'DRIVE OF HOUSE 1412, 2.35 M (7.71 FT) SOUTHEAST OF THE SOUTH CORNER
 CJ1391'OF THE CONCRETE BLOCK WALL AROUND THE PROPERTY OF HOUSE NUMBER 1414,
 CJ1391'2.8 M (9.2 FT) SOUTHWEST OF A POWER POLE WITH A STREET LIGHT AND 0.3
 CJ1391'M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 CJ1391
 CJ1391                          STATION RECOVERY (1997)
 CJ1391
 CJ1391'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1392 ***********************************************************************
 CJ1392  DESIGNATION -  2865 B
 CJ1392  PID         -  CJ1392
 CJ1392  STATE/COUNTY-  SC/CHARLESTON
 CJ1392  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1392
 CJ1392                         *CURRENT SURVEY CONTROL
 CJ1392  ___________________________________________________________________
 CJ1392* NAD 83(2001)-  32 40 08.04161(N)    079 54 32.25216(W)     ADJUSTED  
 CJ1392* NAVD 88     -         2.081  (meters)       6.83   (feet)  ADJUSTED  
 CJ1392  ___________________________________________________________________
 CJ1392  X           -     941,656.271 (meters)                     COMP
 CJ1392  Y           -  -5,291,220.083 (meters)                     COMP
 CJ1392  Z           -   3,423,088.650 (meters)                     COMP
 CJ1392  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 CJ1392  ELLIP HEIGHT-         -31.24  (meters)          (03/27/03) GPS OBS
 CJ1392  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 CJ1392  DYNAMIC HT  -           2.078 (meters)       6.82  (feet)  COMP
 CJ1392  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ1392
 CJ1392  HORZ ORDER  -  SECOND
 CJ1392  VERT ORDER  -  THIRD
 CJ1392  ELLP ORDER  -  FOURTH    CLASS II
 CJ1392
 CJ1392.The horizontal coordinates were established by GPS observations
 CJ1392.and adjusted by the National Geodetic Survey in March 2003..
 CJ1392
 CJ1392.The orthometric height was determined by differential leveling
 CJ1392.and adjusted by the National Geodetic Survey in April 1995..
 CJ1392
 CJ1392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1392
 CJ1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1392
 CJ1392.The ellipsoidal height was determined by GPS observations
 CJ1392.and is referenced to NAD 83.
 CJ1392
 CJ1392.The geoid height was determined by GEOID03.
 CJ1392
 CJ1392.The dynamic height is computed by dividing the NAVD 88
 CJ1392.geopotential number by the normal gravity value computed on the
 CJ1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1392.degrees latitude (g = 980.6199 gals.).
 CJ1392
 CJ1392.The modeled gravity was interpolated from observed gravity values.
 CJ1392
 CJ1392;                    North         East     Units Scale Factor Converg.
 CJ1392;SPC SC       -    93,207.013   711,932.871   MT  0.99994479   +0 36 17.5
 CJ1392;SPC SC       -   305,797.29  2,335,737.77   iFT  0.99994479   +0 36 17.5
 CJ1392;UTM  17      - 3,615,107.994   602,302.086   MT  0.99972905   +0 35 20.3
 CJ1392
 CJ1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1392!SPC SC       -   1.00000490  x   0.99994479  =   0.99994969
 CJ1392!UTM  17      -   1.00000490  x   0.99972905  =   0.99973395
 CJ1392
 CJ1392|---------------------------------------------------------------------|
 CJ1392| PID    Reference Object                     Distance      Geod. Az  |
 CJ1392|                                                           dddmmss.s |
 CJ1392| CJ1391 2863 B                              184.578 METERS 24123     |
 CJ1392|---------------------------------------------------------------------|
 CJ1392
 CJ1392                          SUPERSEDED SURVEY CONTROL
 CJ1392
 CJ1392  NAD 83(1995)-  32 40 08.04166(N)    079 54 32.25341(W) AD(       ) 2
 CJ1392  ELLIP H (12/20/99)  -31.27   (m)                       GP(       ) 4 1
 CJ1392  NAD 83(1986)-  32 40 08.04959(N)    079 54 32.25705(W) AD(       ) 2
 CJ1392  NGVD 29 (05/09/91)    2.376  (m)            7.80   (f) ADJUSTED    3 0
 CJ1392
 CJ1392.Superseded values are not recommended for survey control.
 CJ1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1392.See file dsdata.txt to determine how the superseded data were derived.
 CJ1392
 CJ1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0230215108(NAD 83)
 CJ1392_MARKER: DD = SURVEY DISK
 CJ1392_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1392_SP_SET: ALUMINUM ALLOY ROD
 CJ1392_STAMPING: 2865 B 1990
 CJ1392_MARK LOGO: SCCC  
 CJ1392_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1392_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1392+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1392_ROD/PIPE-DEPTH: 17.6 meters
 CJ1392
 CJ1392  HISTORY     - Date     Condition        Report By
 CJ1392  HISTORY     - 1990     MONUMENTED       NGS
 CJ1392  HISTORY     - 19970621 GOOD             USPSQD
 CJ1392
 CJ1392                          STATION DESCRIPTION
 CJ1392
 CJ1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1392'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1392'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1392'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1392'803-737-1314.
 CJ1392'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1392'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1392'ON ASHELY AVENUE FOR 3.5 KM (2.2 MI) TO THE STATION ON THE LEFT.
 CJ1392'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1392'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1392'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1392'ABOVE THE GROUND.  LOCATED 10.7 M (35.1 FT) SOUTH OF THE SOUTH PILING
 CJ1392'SUPPORT OF THE SOUTH CORNER OF HOUSE NUMBER 1510, 7.55 M (24.77 FT)
 CJ1392'NORTHWEST OF THE CENTER OF ASHELY AVENUE, 4.5 M (14.8 FT)
 CJ1392'NORTH-NORTHEAST OF A FIRE HYDRANT, 3.35 M (10.99 FT) SOUTHEAST OF A
 CJ1392'POWER POLE 378481 AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS
 CJ1392'WITNESS POST.
 CJ1392
 CJ1392                          STATION RECOVERY (1997)
 CJ1392
 CJ1392'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1393 ***********************************************************************
 CJ1393  DESIGNATION -  2867
 CJ1393  PID         -  CJ1393
 CJ1393  STATE/COUNTY-  SC/CHARLESTON
 CJ1393  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1393
 CJ1393                         *CURRENT SURVEY CONTROL
 CJ1393  ___________________________________________________________________
 CJ1393* NAD 83(2001)-  32 40 15.32145(N)    079 54 22.04378(W)     ADJUSTED  
 CJ1393* NAVD 88     -         2.261  (meters)       7.42   (feet)  ADJUSTED  
 CJ1393  ___________________________________________________________________
 CJ1393  X           -     941,896.954 (meters)                     COMP
 CJ1393  Y           -  -5,291,054.459 (meters)                     COMP
 CJ1393  Z           -   3,423,277.535 (meters)                     COMP
 CJ1393  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CJ1393  ELLIP HEIGHT-         -31.04  (meters)          (03/27/03) GPS OBS
 CJ1393  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 CJ1393  DYNAMIC HT  -           2.259 (meters)       7.41  (feet)  COMP
 CJ1393  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CJ1393
 CJ1393  HORZ ORDER  -  SECOND
 CJ1393  VERT ORDER  -  THIRD
 CJ1393  ELLP ORDER  -  FOURTH    CLASS II
 CJ1393
 CJ1393.The horizontal coordinates were established by GPS observations
 CJ1393.and adjusted by the National Geodetic Survey in March 2003..
 CJ1393
 CJ1393.The orthometric height was determined by differential leveling
 CJ1393.and adjusted by the National Geodetic Survey in April 1995..
 CJ1393
 CJ1393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1393
 CJ1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1393
 CJ1393.The ellipsoidal height was determined by GPS observations
 CJ1393.and is referenced to NAD 83.
 CJ1393
 CJ1393.The geoid height was determined by GEOID03.
 CJ1393
 CJ1393.The dynamic height is computed by dividing the NAVD 88
 CJ1393.geopotential number by the normal gravity value computed on the
 CJ1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1393.degrees latitude (g = 980.6199 gals.).
 CJ1393
 CJ1393.The modeled gravity was interpolated from observed gravity values.
 CJ1393
 CJ1393;                    North         East     Units Scale Factor Converg.
 CJ1393;SPC SC       -    93,434.056   712,196.455   MT  0.99994418   +0 36 23.2
 CJ1393;SPC SC       -   306,542.18  2,336,602.54   iFT  0.99994418   +0 36 23.2
 CJ1393;UTM  17      - 3,615,334.915   602,565.676   MT  0.99972972   +0 35 25.9
 CJ1393
 CJ1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1393!SPC SC       -   1.00000487  x   0.99994418  =   0.99994905
 CJ1393!UTM  17      -   1.00000487  x   0.99972972  =   0.99973459
 CJ1393
 CJ1393|---------------------------------------------------------------------|
 CJ1393| PID    Reference Object                     Distance      Geod. Az  |
 CJ1393|                                                           dddmmss.s |
 CJ1393| CJ1392 2865 B                              347.906 METERS 22952     |
 CJ1393| CJ1391 2863 B                              APPROX. 0.5 KM 2335108.7 |
 CJ1393|---------------------------------------------------------------------|
 CJ1393
 CJ1393                          SUPERSEDED SURVEY CONTROL
 CJ1393
 CJ1393  NAD 83(1995)-  32 40 15.32151(N)    079 54 22.04504(W) AD(       ) 2
 CJ1393  ELLIP H (12/20/99)  -31.07   (m)                       GP(       ) 4 1
 CJ1393  NAD 83(1986)-  32 40 15.32949(N)    079 54 22.04874(W) AD(       ) 2
 CJ1393  NGVD 29 (05/09/91)    2.556  (m)            8.39   (f) ADJUSTED    3 0
 CJ1393
 CJ1393.Superseded values are not recommended for survey control.
 CJ1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1393.See file dsdata.txt to determine how the superseded data were derived.
 CJ1393
 CJ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0256615335(NAD 83)
 CJ1393_MARKER: DD = SURVEY DISK
 CJ1393_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1393_SP_SET: ALUMINUM ALLOY ROD
 CJ1393_STAMPING: 2867 1990
 CJ1393_MARK LOGO: SCCC  
 CJ1393_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1393_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1393+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1393_ROD/PIPE-DEPTH: 19.2 meters
 CJ1393
 CJ1393  HISTORY     - Date     Condition        Report By
 CJ1393  HISTORY     - 1990     MONUMENTED       NGS
 CJ1393  HISTORY     - 19970621 GOOD             USPSQD
 CJ1393
 CJ1393                          STATION DESCRIPTION
 CJ1393
 CJ1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1393'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1393'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1393'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1393'803-737-1314.
 CJ1393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1393'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1393'ON ASHELY AVENUE FOR 3.94 KM (2.45 MI) TO THE STATION ON THE LEFT.
 CJ1393'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1393'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1393'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1393'ABOVE THE GROUND.  LOCATED 10.5 M (34.4 FT) NORTHEAST OF THE CENTER
 CJ1393'OF THE ENTRANCE DRIVE LEADING TO A TWO STORY HOUSE, 5.85 M
 CJ1393'(19.19 FT) NORTHWEST OF THE CENTER OF ASHELY AVENUE, 5.3 M (17.4 FT)
 CJ1393'SOUTHEAST OF POWER POLE 378476 AND 0.3 M (1.0 FT) SOUTHEAST OF A
 CJ1393'FIBERGLASS WITNESS POST.
 CJ1393
 CJ1393                          STATION RECOVERY (1997)
 CJ1393
 CJ1393'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1394 ***********************************************************************
 CJ1394  DESIGNATION -  2873
 CJ1394  PID         -  CJ1394
 CJ1394  STATE/COUNTY-  SC/CHARLESTON
 CJ1394  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1394
 CJ1394                         *CURRENT SURVEY CONTROL
 CJ1394  ___________________________________________________________________
 CJ1394* NAD 83(2001)-  32 40 23.26654(N)    079 54 11.43155(W)     ADJUSTED  
 CJ1394* NAVD 88     -         1.805  (meters)       5.92   (feet)  ADJUSTED  
 CJ1394  ___________________________________________________________________
 CJ1394  X           -     942,145.945 (meters)                     COMP
 CJ1394  Y           -  -5,290,875.534 (meters)                     COMP
 CJ1394  Z           -   3,423,483.310 (meters)                     COMP
 CJ1394  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CJ1394  ELLIP HEIGHT-         -31.50  (meters)          (03/27/03) GPS OBS
 CJ1394  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 CJ1394  DYNAMIC HT  -           1.803 (meters)       5.92  (feet)  COMP
 CJ1394  MODELED GRAV-     979,528.9   (mgal)                       NAVD 88
 CJ1394
 CJ1394  HORZ ORDER  -  SECOND
 CJ1394  VERT ORDER  -  THIRD
 CJ1394  ELLP ORDER  -  FOURTH    CLASS II
 CJ1394
 CJ1394.The horizontal coordinates were established by GPS observations
 CJ1394.and adjusted by the National Geodetic Survey in March 2003..
 CJ1394
 CJ1394.The orthometric height was determined by differential leveling
 CJ1394.and adjusted by the National Geodetic Survey in April 1995..
 CJ1394
 CJ1394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1394
 CJ1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1394
 CJ1394.The ellipsoidal height was determined by GPS observations
 CJ1394.and is referenced to NAD 83.
 CJ1394
 CJ1394.The geoid height was determined by GEOID03.
 CJ1394
 CJ1394.The dynamic height is computed by dividing the NAVD 88
 CJ1394.geopotential number by the normal gravity value computed on the
 CJ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1394.degrees latitude (g = 980.6199 gals.).
 CJ1394
 CJ1394.The modeled gravity was interpolated from observed gravity values.
 CJ1394
 CJ1394;                    North         East     Units Scale Factor Converg.
 CJ1394;SPC SC       -    93,681.709   712,470.330   MT  0.99994352   +0 36 29.1
 CJ1394;SPC SC       -   307,354.69  2,337,501.08   iFT  0.99994352   +0 36 29.1
 CJ1394;UTM  17      - 3,615,582.439   602,839.562   MT  0.99973041   +0 35 31.8
 CJ1394
 CJ1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1394!SPC SC       -   1.00000495  x   0.99994352  =   0.99994847
 CJ1394!UTM  17      -   1.00000495  x   0.99973041  =   0.99973535
 CJ1394
 CJ1394|---------------------------------------------------------------------|
 CJ1394| PID    Reference Object                     Distance      Geod. Az  |
 CJ1394|                                                           dddmmss.s |
 CJ1394| CJ1393 2867                                369.262 METERS 22829     |
 CJ1394|---------------------------------------------------------------------|
 CJ1394
 CJ1394                          SUPERSEDED SURVEY CONTROL
 CJ1394
 CJ1394  NAD 83(1995)-  32 40 23.26660(N)    079 54 11.43279(W) AD(       ) 2
 CJ1394  ELLIP H (12/20/99)  -31.53   (m)                       GP(       ) 4 1
 CJ1394  NAD 83(1986)-  32 40 23.27463(N)    079 54 11.43651(W) AD(       ) 2
 CJ1394  NGVD 29 (05/09/91)    2.099  (m)            6.89   (f) ADJUSTED    3 0
 CJ1394
 CJ1394.Superseded values are not recommended for survey control.
 CJ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1394.See file dsdata.txt to determine how the superseded data were derived.
 CJ1394
 CJ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0284015582(NAD 83)
 CJ1394_MARKER: DD = SURVEY DISK
 CJ1394_SETTING: 0 = UNSPECIFIED SETTING
 CJ1394_STAMPING: 2873 1988
 CJ1394_MARK LOGO: SCCC  
 CJ1394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1394+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1394
 CJ1394  HISTORY     - Date     Condition        Report By
 CJ1394  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1394  HISTORY     - 19900918 GOOD             NGS
 CJ1394  HISTORY     - 19970621 GOOD             USPSQD
 CJ1394
 CJ1394                          STATION DESCRIPTION
 CJ1394
 CJ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1394'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1394'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1394'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1394'803-737-1314.
 CJ1394'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1394'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1394'ON ASHELY AVENUE FOR 4.26 KM (2.65 MI) TO THE STATION ON THE LEFT.
 CJ1394'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1394'BRONZE DISK ATTACHED AND ENCASED IN A 4-INCH PVC PIPE PROJECTING
 CJ1394'ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED 6.05 M (19.85 FT) SOUTH OF
 CJ1394'A POWER POLE WITH LINES CROSSING THE HIGHWAY, 6.05 M (19.85 FT)
 CJ1394'NORTHWEST OF THE CENTER OF THE AVENUE AND 0.3 M (1.0 FT) SOUTHEAST OF
 CJ1394'A FIBERGLASS WITNESS POST.
 CJ1394
 CJ1394                          STATION RECOVERY (1997)
 CJ1394
 CJ1394'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1395 ***********************************************************************
 CJ1395  DESIGNATION -  2875
 CJ1395  PID         -  CJ1395
 CJ1395  STATE/COUNTY-  SC/CHARLESTON
 CJ1395  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1395
 CJ1395                         *CURRENT SURVEY CONTROL
 CJ1395  ___________________________________________________________________
 CJ1395* NAD 83(2001)-  32 40 28.41860(N)    079 54 03.82206(W)     ADJUSTED  
 CJ1395* NAVD 88     -         2.234  (meters)       7.33   (feet)  ADJUSTED  
 CJ1395  ___________________________________________________________________
 CJ1395  X           -     942,326.174 (meters)                     COMP
 CJ1395  Y           -  -5,290,756.776 (meters)                     COMP
 CJ1395  Z           -   3,423,617.137 (meters)                     COMP
 CJ1395  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CJ1395  ELLIP HEIGHT-         -31.07  (meters)          (03/27/03) GPS OBS
 CJ1395  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 CJ1395  DYNAMIC HT  -           2.232 (meters)       7.32  (feet)  COMP
 CJ1395  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 CJ1395
 CJ1395  HORZ ORDER  -  SECOND
 CJ1395  VERT ORDER  -  THIRD
 CJ1395  ELLP ORDER  -  FOURTH    CLASS II
 CJ1395
 CJ1395.The horizontal coordinates were established by GPS observations
 CJ1395.and adjusted by the National Geodetic Survey in March 2003..
 CJ1395
 CJ1395.The orthometric height was determined by differential leveling
 CJ1395.and adjusted by the National Geodetic Survey in April 1995..
 CJ1395
 CJ1395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1395
 CJ1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1395
 CJ1395.The ellipsoidal height was determined by GPS observations
 CJ1395.and is referenced to NAD 83.
 CJ1395
 CJ1395.The geoid height was determined by GEOID03.
 CJ1395
 CJ1395.The dynamic height is computed by dividing the NAVD 88
 CJ1395.geopotential number by the normal gravity value computed on the
 CJ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1395.degrees latitude (g = 980.6199 gals.).
 CJ1395
 CJ1395.The modeled gravity was interpolated from observed gravity values.
 CJ1395
 CJ1395;                    North         East     Units Scale Factor Converg.
 CJ1395;SPC SC       -    93,842.507   712,666.881   MT  0.99994309   +0 36 33.3
 CJ1395;SPC SC       -   307,882.24  2,338,145.94   iFT  0.99994309   +0 36 33.3
 CJ1395;UTM  17      - 3,615,743.148   603,036.116   MT  0.99973091   +0 35 36.0
 CJ1395
 CJ1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1395!SPC SC       -   1.00000488  x   0.99994309  =   0.99994797
 CJ1395!UTM  17      -   1.00000488  x   0.99973091  =   0.99973579
 CJ1395
 CJ1395|---------------------------------------------------------------------|
 CJ1395| PID    Reference Object                     Distance      Geod. Az  |
 CJ1395|                                                           dddmmss.s |
 CJ1395| CJ1394 2873                                253.961 METERS 23119     |
 CJ1395|---------------------------------------------------------------------|
 CJ1395
 CJ1395                          SUPERSEDED SURVEY CONTROL
 CJ1395
 CJ1395  NAD 83(1995)-  32 40 28.41866(N)    079 54 03.82333(W) AD(       ) 2
 CJ1395  ELLIP H (12/20/99)  -31.10   (m)                       GP(       ) 4 1
 CJ1395  NAD 83(1986)-  32 40 28.42687(N)    079 54 03.82703(W) AD(       ) 2
 CJ1395  NGVD 29 (05/09/91)    2.529  (m)            8.30   (f) ADJUSTED    3 0
 CJ1395
 CJ1395.Superseded values are not recommended for survey control.
 CJ1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1395.See file dsdata.txt to determine how the superseded data were derived.
 CJ1395
 CJ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0303615743(NAD 83)
 CJ1395_MARKER: DD = SURVEY DISK
 CJ1395_SETTING: 0 = UNSPECIFIED SETTING
 CJ1395_STAMPING: 2875 1988
 CJ1395_MARK LOGO: SCCC  
 CJ1395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1395+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 CJ1395
 CJ1395  HISTORY     - Date     Condition        Report By
 CJ1395  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1395  HISTORY     - 19900918 GOOD             NGS
 CJ1395  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CJ1395
 CJ1395                          STATION DESCRIPTION
 CJ1395
 CJ1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1395'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1395'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1395'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1395'803-737-1314.
 CJ1395'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1395'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1395'ON ASHELY AVENUE FOR 4.58 KM (2.85 MI) TO THE STATION ON THE RIGHT.
 CJ1395'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1395'BRONZE DISK ATTACHED AND ENCASED IN A 4-INCH PVC PIPE PROJECTING
 CJ1395'ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED 21.6 M (70.9 FT) WEST OF
 CJ1395'THE WEST CORNER OF HOUSE NUMBER 1615, 6.52 M (21.39 FT) SOUTHEAST OF
 CJ1395'THE CENTER OF ASHELY AVENUE, 1.7 M (5.6 FT) SOUTHEAST OF A FIBERGLASS
 CJ1395'WITNESS POST AND 1.1 M (3.6 FT) NORTHWEST OF A WOODEN POST OF A CABLE
 CJ1395'FENCE OF HOUSE 1615.
 CJ1395
 CJ1395                          STATION RECOVERY (1997)
 CJ1395
 CJ1395'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1396 ***********************************************************************
 CJ1396  DESIGNATION -  2878
 CJ1396  PID         -  CJ1396
 CJ1396  STATE/COUNTY-  SC/CHARLESTON
 CJ1396  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1396
 CJ1396                         *CURRENT SURVEY CONTROL
 CJ1396  ___________________________________________________________________
 CJ1396* NAD 83(2001)-  32 40 33.92232(N)    079 53 57.14742(W)     ADJUSTED  
 CJ1396* NAVD 88     -         2.412  (meters)       7.91   (feet)  ADJUSTED  
 CJ1396  ___________________________________________________________________
 CJ1396  X           -     942,481.352 (meters)                     COMP
 CJ1396  Y           -  -5,290,636.308 (meters)                     COMP
 CJ1396  Z           -   3,423,759.940 (meters)                     COMP
 CJ1396  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 CJ1396  ELLIP HEIGHT-         -30.90  (meters)          (03/27/03) GPS OBS
 CJ1396  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 CJ1396  DYNAMIC HT  -           2.410 (meters)       7.91  (feet)  COMP
 CJ1396  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CJ1396
 CJ1396  HORZ ORDER  -  SECOND
 CJ1396  VERT ORDER  -  THIRD
 CJ1396  ELLP ORDER  -  FOURTH    CLASS II
 CJ1396
 CJ1396.The horizontal coordinates were established by GPS observations
 CJ1396.and adjusted by the National Geodetic Survey in March 2003..
 CJ1396
 CJ1396.The orthometric height was determined by differential leveling
 CJ1396.and adjusted by the National Geodetic Survey in April 1995..
 CJ1396
 CJ1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1396
 CJ1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1396
 CJ1396.The ellipsoidal height was determined by GPS observations
 CJ1396.and is referenced to NAD 83.
 CJ1396
 CJ1396.The geoid height was determined by GEOID03.
 CJ1396
 CJ1396.The dynamic height is computed by dividing the NAVD 88
 CJ1396.geopotential number by the normal gravity value computed on the
 CJ1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1396.degrees latitude (g = 980.6199 gals.).
 CJ1396
 CJ1396.The modeled gravity was interpolated from observed gravity values.
 CJ1396
 CJ1396;                    North         East     Units Scale Factor Converg.
 CJ1396;SPC SC       -    94,013.881   712,838.958   MT  0.99994263   +0 36 37.0
 CJ1396;SPC SC       -   308,444.49  2,338,710.49   iFT  0.99994263   +0 36 37.0
 CJ1396;UTM  17      - 3,615,914.439   603,208.204   MT  0.99973135   +0 35 39.7
 CJ1396
 CJ1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1396!SPC SC       -   1.00000485  x   0.99994263  =   0.99994748
 CJ1396!UTM  17      -   1.00000485  x   0.99973135  =   0.99973620
 CJ1396
 CJ1396|---------------------------------------------------------------------|
 CJ1396| PID    Reference Object                     Distance      Geod. Az  |
 CJ1396|                                                           dddmmss.s |
 CJ1396| CJ1395 2875                                242.871 METERS 22544     |
 CJ1396|---------------------------------------------------------------------|
 CJ1396
 CJ1396                          SUPERSEDED SURVEY CONTROL
 CJ1396
 CJ1396  NAD 83(1995)-  32 40 33.92238(N)    079 53 57.14870(W) AD(       ) 2
 CJ1396  ELLIP H (12/20/99)  -30.93   (m)                       GP(       ) 4 1
 CJ1396  NAD 83(1986)-  32 40 33.93090(N)    079 53 57.15224(W) AD(       ) 2
 CJ1396  NGVD 29 (05/09/91)    2.707  (m)            8.88   (f) ADJUSTED    3 0
 CJ1396
 CJ1396.Superseded values are not recommended for survey control.
 CJ1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1396.See file dsdata.txt to determine how the superseded data were derived.
 CJ1396
 CJ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0320815914(NAD 83)
 CJ1396_MARKER: DD = SURVEY DISK
 CJ1396_SETTING: 0 = UNSPECIFIED SETTING
 CJ1396_STAMPING: 2878 1988
 CJ1396_MARK LOGO: SCCC  
 CJ1396_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1396+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 CJ1396
 CJ1396  HISTORY     - Date     Condition        Report By
 CJ1396  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1396  HISTORY     - 19900920 GOOD             NGS
 CJ1396  HISTORY     - 19970621 GOOD             USPSQD
 CJ1396  HISTORY     - 20040606 GOOD             GREOMA
 CJ1396
 CJ1396                          STATION DESCRIPTION
 CJ1396
 CJ1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1396'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1396'OF THE APPROXIMATE CENTER OF CHARLESTON.  OWNERSHIP--SCHDPT
 CJ1396'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1396'803-737-1314.
 CJ1396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1396'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1396'ON ASHELY AVENUE FOR 4.82 KM (3.00 MI) TO THE STATION ON THE LEFT.
 CJ1396'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1396'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1396'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.  LOCATED 15.1 M (49.5 FT) EAST
 CJ1396'OF THE EAST CORNER OF HOUSE NUMBER 1638, 6.3 M (20.7 FT) EAST OF
 CJ1396'POWER POLE 245579, 5.7 M (18.7 FT) NORTHWEST OF THE CENTER OF ASHELY
 CJ1396'AVENUE, 2.55 M (8.37 FT) NORTHEAST OF A FIRE HYDRANT, 2.2 M (7.2 FT)
 CJ1396'SOUTH OF THE CENTER OF THE METAL COVER OF A WATER METER AND 0.8 M
 CJ1396'(2.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 CJ1396
 CJ1396                          STATION RECOVERY (1997)
 CJ1396
 CJ1396'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1396'RECOVERED IN GOOD CONDITION.
 CJ1396
 CJ1396                          STATION RECOVERY (2004)
 CJ1396
 CJ1396'RECOVERY NOTE BY GREENHORNE-OMARA 2004 (TDT)
 CJ1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1397 ***********************************************************************
 CJ1397  DESIGNATION -  2880 B
 CJ1397  PID         -  CJ1397
 CJ1397  STATE/COUNTY-  SC/CHARLESTON
 CJ1397  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1397
 CJ1397                         *CURRENT SURVEY CONTROL
 CJ1397  ___________________________________________________________________
 CJ1397* NAD 83(2001)-  32 40 39.60626(N)    079 53 48.37108(W)     ADJUSTED  
 CJ1397* NAVD 88     -         2.431  (meters)       7.98   (feet)  ADJUSTED  
 CJ1397  ___________________________________________________________________
 CJ1397  X           -     942,689.880 (meters)                     COMP
 CJ1397  Y           -  -5,290,503.142 (meters)                     COMP
 CJ1397  Z           -   3,423,907.327 (meters)                     COMP
 CJ1397  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 CJ1397  ELLIP HEIGHT-         -30.89  (meters)          (03/27/03) GPS OBS
 CJ1397  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 CJ1397  DYNAMIC HT  -           2.428 (meters)       7.97  (feet)  COMP
 CJ1397  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 CJ1397
 CJ1397  HORZ ORDER  -  SECOND
 CJ1397  VERT ORDER  -  THIRD
 CJ1397  ELLP ORDER  -  FOURTH    CLASS II
 CJ1397
 CJ1397.The horizontal coordinates were established by GPS observations
 CJ1397.and adjusted by the National Geodetic Survey in March 2003..
 CJ1397
 CJ1397.The orthometric height was determined by differential leveling
 CJ1397.and adjusted by the National Geodetic Survey in April 1995..
 CJ1397
 CJ1397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1397
 CJ1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1397
 CJ1397.The ellipsoidal height was determined by GPS observations
 CJ1397.and is referenced to NAD 83.
 CJ1397
 CJ1397.The geoid height was determined by GEOID03.
 CJ1397
 CJ1397.The dynamic height is computed by dividing the NAVD 88
 CJ1397.geopotential number by the normal gravity value computed on the
 CJ1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1397.degrees latitude (g = 980.6199 gals.).
 CJ1397
 CJ1397.The modeled gravity was interpolated from observed gravity values.
 CJ1397
 CJ1397;                    North         East     Units Scale Factor Converg.
 CJ1397;SPC SC       -    94,191.394   713,065.718   MT  0.99994216   +0 36 41.9
 CJ1397;SPC SC       -   309,026.88  2,339,454.46   iFT  0.99994216   +0 36 41.9
 CJ1397;UTM  17      - 3,616,091.851   603,434.966   MT  0.99973192   +0 35 44.5
 CJ1397
 CJ1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1397!SPC SC       -   1.00000485  x   0.99994216  =   0.99994701
 CJ1397!UTM  17      -   1.00000485  x   0.99973192  =   0.99973677
 CJ1397
 CJ1397:                Primary Azimuth Mark                     Grid Az
 CJ1397:SPC SC       -  2875                                     228 49 18.4
 CJ1397:UTM  17      -  2875                                     228 50 15.8
 CJ1397
 CJ1397|---------------------------------------------------------------------|
 CJ1397| PID    Reference Object                     Distance      Geod. Az  |
 CJ1397|                                                           dddmmss.s |
 CJ1397| CJ1395 2875                                APPROX. 0.5 KM 2292600.3 |
 CJ1397| CJ1396 2878                                287.994 METERS 23233     |
 CJ1397|---------------------------------------------------------------------|
 CJ1397
 CJ1397                          SUPERSEDED SURVEY CONTROL
 CJ1397
 CJ1397  NAD 83(1995)-  32 40 39.60633(N)    079 53 48.37240(W) AD(       ) 2
 CJ1397  ELLIP H (12/20/99)  -30.92   (m)                       GP(       ) 4 1
 CJ1397  NAD 83(1986)-  32 40 39.61487(N)    079 53 48.37599(W) AD(       ) 2
 CJ1397  NGVD 29 (05/09/91)    2.725  (m)            8.94   (f) ADJUSTED    3 0
 CJ1397
 CJ1397.Superseded values are not recommended for survey control.
 CJ1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1397.See file dsdata.txt to determine how the superseded data were derived.
 CJ1397
 CJ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0343516092(NAD 83)
 CJ1397_MARKER: DD = SURVEY DISK
 CJ1397_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1397_SP_SET: ALUMINUM ALLOY ROD
 CJ1397_STAMPING: 2880 B 1990
 CJ1397_MARK LOGO: SCCC  
 CJ1397_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1397+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1397_ROD/PIPE-DEPTH: 16.1 meters
 CJ1397
 CJ1397  HISTORY     - Date     Condition        Report By
 CJ1397  HISTORY     - 1990     MONUMENTED       NGS
 CJ1397  HISTORY     - 19970621 GOOD             USPSQD
 CJ1397
 CJ1397                          STATION DESCRIPTION
 CJ1397
 CJ1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1397'OWNERSHIP--SCHDPT PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 CJ1397'COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1397'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1397'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1397'ON ASHELY AVENUE FOR 5.14 KM (3.19 MI) TO THE STATION ON THE RIGHT ON
 CJ1397'THE NORTHEAST SIDE OF A BEACH ACCESS PARKING LOT.
 CJ1397'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1397'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1397'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1397'ABOVE THE GROUND.  LOCATED 20.3 M (66.6 FT) NORTHWEST OF THE WEST
 CJ1397'PILING SUPPORT OF THE WEST CORNER OF HOUSE NUMBER 1673, 14.5 M
 CJ1397'(47.6 FT) SOUTHEAST OF THE CENTER OF ASHELY AVENUE, 13.8 M (45.3 FT)
 CJ1397'NORTHWEST OF THE NORTHEAST WOODEN POST SUPPORT OF THE BEACH ACCESS
 CJ1397'WALKOVER, 3.7 M (12.1 FT) NORTHWEST OF A METAL SIGN POST (RESERVED
 CJ1397'PARKING HANDICAPPED) AND 0.3 M (1.0 FT) SOUTHWEST OF A FIBERGLASS
 CJ1397'WITNESS POST.
 CJ1397
 CJ1397                          STATION RECOVERY (1997)
 CJ1397
 CJ1397'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1398 ***********************************************************************
 CJ1398  DESIGNATION -  2883 B
 CJ1398  PID         -  CJ1398
 CJ1398  STATE/COUNTY-  SC/CHARLESTON
 CJ1398  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1398
 CJ1398                         *CURRENT SURVEY CONTROL
 CJ1398  ___________________________________________________________________
 CJ1398* NAD 83(2001)-  32 40 43.68957(N)    079 53 43.21912(W)     ADJUSTED  
 CJ1398* NAVD 88     -         2.675  (meters)       8.78   (feet)  ADJUSTED  
 CJ1398  ___________________________________________________________________
 CJ1398  X           -     942,810.141 (meters)                     COMP
 CJ1398  Y           -  -5,290,412.924 (meters)                     COMP
 CJ1398  Z           -   3,424,013.328 (meters)                     COMP
 CJ1398  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 CJ1398  ELLIP HEIGHT-         -30.66  (meters)          (03/27/03) GPS OBS
 CJ1398  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 CJ1398  DYNAMIC HT  -           2.672 (meters)       8.77  (feet)  COMP
 CJ1398  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 CJ1398
 CJ1398  HORZ ORDER  -  SECOND
 CJ1398  VERT ORDER  -  THIRD
 CJ1398  ELLP ORDER  -  FOURTH    CLASS II
 CJ1398
 CJ1398.The horizontal coordinates were established by GPS observations
 CJ1398.and adjusted by the National Geodetic Survey in March 2003..
 CJ1398
 CJ1398.The orthometric height was determined by differential leveling
 CJ1398.and adjusted by the National Geodetic Survey in April 1995..
 CJ1398
 CJ1398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1398
 CJ1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1398
 CJ1398.The ellipsoidal height was determined by GPS observations
 CJ1398.and is referenced to NAD 83.
 CJ1398
 CJ1398.The geoid height was determined by GEOID03.
 CJ1398
 CJ1398.The dynamic height is computed by dividing the NAVD 88
 CJ1398.geopotential number by the normal gravity value computed on the
 CJ1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1398.degrees latitude (g = 980.6199 gals.).
 CJ1398
 CJ1398.The modeled gravity was interpolated from observed gravity values.
 CJ1398
 CJ1398;                    North         East     Units Scale Factor Converg.
 CJ1398;SPC SC       -    94,318.600   713,198.584   MT  0.99994182   +0 36 44.7
 CJ1398;SPC SC       -   309,444.23  2,339,890.37   iFT  0.99994182   +0 36 44.7
 CJ1398;UTM  17      - 3,616,218.994   603,567.839   MT  0.99973226   +0 35 47.4
 CJ1398
 CJ1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1398!SPC SC       -   1.00000481  x   0.99994182  =   0.99994663
 CJ1398!UTM  17      -   1.00000481  x   0.99973226  =   0.99973707
 CJ1398
 CJ1398|---------------------------------------------------------------------|
 CJ1398| PID    Reference Object                     Distance      Geod. Az  |
 CJ1398|                                                           dddmmss.s |
 CJ1398| CJ1397 2880 B                              183.953 METERS 22652     |
 CJ1398|---------------------------------------------------------------------|
 CJ1398
 CJ1398                          SUPERSEDED SURVEY CONTROL
 CJ1398
 CJ1398  NAD 83(1995)-  32 40 43.68963(N)    079 53 43.22046(W) AD(       ) 2
 CJ1398  ELLIP H (12/20/99)  -30.69   (m)                       GP(       ) 4 1
 CJ1398  NAD 83(1986)-  32 40 43.69831(N)    079 53 43.22395(W) AD(       ) 2
 CJ1398  NGVD 29 (05/09/91)    2.970  (m)            9.74   (f) ADJUSTED    3 0
 CJ1398
 CJ1398.Superseded values are not recommended for survey control.
 CJ1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1398.See file dsdata.txt to determine how the superseded data were derived.
 CJ1398
 CJ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0356816219(NAD 83)
 CJ1398_MARKER: DD = SURVEY DISK
 CJ1398_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1398_SP_SET: ALUMINUM ALLOY ROD
 CJ1398_STAMPING: 2883 B 1990
 CJ1398_MARK LOGO: SCCC  
 CJ1398_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1398+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1398_ROD/PIPE-DEPTH: 15.8 meters
 CJ1398
 CJ1398  HISTORY     - Date     Condition        Report By
 CJ1398  HISTORY     - 1990     MONUMENTED       NGS
 CJ1398  HISTORY     - 19970621 GOOD             USPSQD
 CJ1398
 CJ1398                          STATION DESCRIPTION
 CJ1398
 CJ1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1398'OWNERSHIP--SCHDPT ECONSTRUCTION ENGINEER, P.O. BOX 191,
 CJ1398'COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1398'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1398'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1398'ON ASHELY AVENUE FOR 5.3 KM (3.3 MI) TO THE STATION ON THE RIGHT.
 CJ1398'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1398'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1398'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1398'ABOVE THE GROUND.  LOCATED 11.9 M (39.0 FT) NORTH-NORTHWEST OF THE
 CJ1398'NORTHWEST CORNER OF HOUSE NUMBER 1689, 8.9 M (29.2 FT) SOUTHEAST OF
 CJ1398'THE CENTER OF ASHELY AVENUE, 2.3 M (7.5 FT) NORTHWEST OF A POWER POLE
 CJ1398'AND 0.25 M (0.82 FT) N0RTHWEST OF A FIBERGLASS WITNESS POST.
 CJ1398
 CJ1398                          STATION RECOVERY (1997)
 CJ1398
 CJ1398'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1367 ***********************************************************************
 CJ1367  DESIGNATION -  2885
 CJ1367  PID         -  CJ1367
 CJ1367  STATE/COUNTY-  SC/CHARLESTON
 CJ1367  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1367
 CJ1367                         *CURRENT SURVEY CONTROL
 CJ1367  ___________________________________________________________________
 CJ1367* NAD 83(2001)-  32 40 50.07760(N)    079 53 34.82459(W)     ADJUSTED  
 CJ1367* NAVD 88     -         2.819  (meters)       9.25   (feet)  ADJUSTED  
 CJ1367  ___________________________________________________________________
 CJ1367  X           -     943,006.824 (meters)                     COMP
 CJ1367  Y           -  -5,290,270.062 (meters)                     COMP
 CJ1367  Z           -   3,424,179.037 (meters)                     COMP
 CJ1367  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 CJ1367  ELLIP HEIGHT-         -30.52  (meters)          (03/27/03) GPS OBS
 CJ1367  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 CJ1367  DYNAMIC HT  -           2.815 (meters)       9.24  (feet)  COMP
 CJ1367  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CJ1367
 CJ1367  HORZ ORDER  -  SECOND
 CJ1367  VERT ORDER  -  FIRST     CLASS II
 CJ1367  ELLP ORDER  -  FOURTH    CLASS II
 CJ1367
 CJ1367.The horizontal coordinates were established by GPS observations
 CJ1367.and adjusted by the National Geodetic Survey in March 2003..
 CJ1367
 CJ1367.The orthometric height was determined by differential leveling
 CJ1367.and adjusted by the National Geodetic Survey in June 1991..
 CJ1367
 CJ1367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1367
 CJ1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1367
 CJ1367.The ellipsoidal height was determined by GPS observations
 CJ1367.and is referenced to NAD 83.
 CJ1367
 CJ1367.The geoid height was determined by GEOID03.
 CJ1367
 CJ1367.The dynamic height is computed by dividing the NAVD 88
 CJ1367.geopotential number by the normal gravity value computed on the
 CJ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1367.degrees latitude (g = 980.6199 gals.).
 CJ1367
 CJ1367.The modeled gravity was interpolated from observed gravity values.
 CJ1367
 CJ1367;                    North         East     Units Scale Factor Converg.
 CJ1367;SPC SC       -    94,517.702   713,415.152   MT  0.99994129   +0 36 49.4
 CJ1367;SPC SC       -   310,097.45  2,340,600.89   iFT  0.99994129   +0 36 49.4
 CJ1367;UTM  17      - 3,616,417.994   603,784.418   MT  0.99973282   +0 35 52.0
 CJ1367
 CJ1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1367!SPC SC       -   1.00000479  x   0.99994129  =   0.99994608
 CJ1367!UTM  17      -   1.00000479  x   0.99973282  =   0.99973761
 CJ1367
 CJ1367:                Primary Azimuth Mark                     Grid Az
 CJ1367:SPC SC       -  2880 B                                   226 57 36.1
 CJ1367:UTM  17      -  2880 B                                   226 58 33.5
 CJ1367
 CJ1367|---------------------------------------------------------------------|
 CJ1367| PID    Reference Object                     Distance      Geod. Az  |
 CJ1367|                                                           dddmmss.s |
 CJ1367| CJ1397 2880 B                              478.129 METERS 2273425.5 |
 CJ1367| CJ1398 2883 B                              294.200 METERS 22801     |
 CJ1367|---------------------------------------------------------------------|
 CJ1367
 CJ1367                          SUPERSEDED SURVEY CONTROL
 CJ1367
 CJ1367  NAD 83(1995)-  32 40 50.07766(N)    079 53 34.82593(W) AD(       ) 2
 CJ1367  ELLIP H (12/20/99)  -30.55   (m)                       GP(       ) 4 1
 CJ1367  NAD 83(1986)-  32 40 50.08632(N)    079 53 34.82950(W) AD(       ) 2
 CJ1367  NGVD 29 (05/09/91)    3.113  (m)           10.21   (f) ADJUSTED    1 2
 CJ1367
 CJ1367.Superseded values are not recommended for survey control.
 CJ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1367.See file dsdata.txt to determine how the superseded data were derived.
 CJ1367
 CJ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0378416418(NAD 83)
 CJ1367_MARKER: DD = SURVEY DISK
 CJ1367_SETTING: 0 = UNSPECIFIED SETTING
 CJ1367_STAMPING: 2885 1988
 CJ1367_MARK LOGO: SCCC  
 CJ1367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1367+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 CJ1367
 CJ1367  HISTORY     - Date     Condition        Report By
 CJ1367  HISTORY     - 1988     MONUMENTED       SCGS
 CJ1367  HISTORY     - 19900518 GOOD             NGS
 CJ1367  HISTORY     - 19900920 GOOD             NGS
 CJ1367  HISTORY     - 19970621 GOOD             USPSQD
 CJ1367  HISTORY     - 20040606 GOOD             GREOMA
 CJ1367
 CJ1367                          STATION DESCRIPTION
 CJ1367
 CJ1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1367'IN FOLLY BEACH, AT 1723 EAST ASHLEY AVENUE, 17.7 M (58.07 FT)
 CJ1367'NORTHEAST OF UTILITY POLE NUMBER 225573, 17.7 WEST OF THE NORTHWEST
 CJ1367'CORNER OF A HOUSE AT 1723 ASHLEY AVENUE, 17.4 M (57.09 FT) SOUTHWEST
 CJ1367'OF THE CENTER OF A DRIVEWAY, 6.3 M (20.67 FT) SOUTHEAST OF THE
 CJ1367'CENTERLINE OF THE AVENUE, 5.0 M (16.40 FT) NORTHEAST OF THE CENTER OF
 CJ1367'A DRIVEWAY, 1.2 M (3.94 FT) NORTH OF A WITNESS POST, AND 1.0 M (3.28
 CJ1367'FT) NORTHWEST OF A FENCE.  NOTE--THE DISK IS AFFIXED TO A 24-INCH
 CJ1367'SECTION OF 2-INCH PVC PIPE ENCASED IN A 5-INCH PVC PIPE THAT IS FLUSH
 CJ1367'WITH THE GROUND SURFACE.
 CJ1367
 CJ1367                          STATION RECOVERY (1990)
 CJ1367
 CJ1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ1367'OWNERSHIP--SCHDPT PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 CJ1367'COLUMBIA, SC, 29202, PHONE 803-737-1314.
 CJ1367'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1367'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1367'ON ASHELY AVENUE FOR 5.7 KM (3.5 MI) TO THE STATION ON THE RIGHT IN
 CJ1367'FRONT OF HOUSE NUMBER 1721.
 CJ1367'THE STATION IS A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1367'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1367'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.  LOCATED 17.8 M (58.4 FT)
 CJ1367'NORTHEAST OF POWER POLE 225573, 6.3 M (20.7 FT) SOUTHEAST OF THE
 CJ1367'CENTER OF ASHELY AVENUE, 1.15 M (3.77 FT) NORTH OF A FIBERGLASS
 CJ1367'WITNESS POST AND 1.0 M (3.3 FT) SOUTHWEST OF A WATER METER.
 CJ1367
 CJ1367                          STATION RECOVERY (1997)
 CJ1367
 CJ1367'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1367'RECOVERED IN GOOD CONDITION.
 CJ1367
 CJ1367                          STATION RECOVERY (2004)
 CJ1367
 CJ1367'RECOVERY NOTE BY GREENHORNE-OMARA 2004 (TDT)
 CJ1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1399 ***********************************************************************
 CJ1399  DESIGNATION -  2890 B
 CJ1399  PID         -  CJ1399
 CJ1399  STATE/COUNTY-  SC/CHARLESTON
 CJ1399  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1399
 CJ1399                         *CURRENT SURVEY CONTROL
 CJ1399  ___________________________________________________________________
 CJ1399* NAD 83(2001)-  32 40 56.88472(N)    079 53 21.62063(W)     ADJUSTED  
 CJ1399* NAVD 88     -         3.174  (meters)      10.41   (feet)  ADJUSTED  
 CJ1399  ___________________________________________________________________
 CJ1399  X           -     943,325.651 (meters)                     COMP
 CJ1399  Y           -  -5,290,098.505 (meters)                     COMP
 CJ1399  Z           -   3,424,355.722 (meters)                     COMP
 CJ1399  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 CJ1399  ELLIP HEIGHT-         -30.17  (meters)          (03/27/03) GPS OBS
 CJ1399  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 CJ1399  DYNAMIC HT  -           3.171 (meters)      10.40  (feet)  COMP
 CJ1399  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 CJ1399
 CJ1399  HORZ ORDER  -  SECOND
 CJ1399  VERT ORDER  -  THIRD
 CJ1399  ELLP ORDER  -  FOURTH    CLASS II
 CJ1399
 CJ1399.The horizontal coordinates were established by GPS observations
 CJ1399.and adjusted by the National Geodetic Survey in March 2003..
 CJ1399
 CJ1399.The orthometric height was determined by differential leveling
 CJ1399.and adjusted by the National Geodetic Survey in April 1995..
 CJ1399
 CJ1399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1399
 CJ1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1399
 CJ1399.The ellipsoidal height was determined by GPS observations
 CJ1399.and is referenced to NAD 83.
 CJ1399
 CJ1399.The geoid height was determined by GEOID03.
 CJ1399
 CJ1399.The dynamic height is computed by dividing the NAVD 88
 CJ1399.geopotential number by the normal gravity value computed on the
 CJ1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1399.degrees latitude (g = 980.6199 gals.).
 CJ1399
 CJ1399.The modeled gravity was interpolated from observed gravity values.
 CJ1399
 CJ1399;                    North         East     Units Scale Factor Converg.
 CJ1399;SPC SC       -    94,731.063   713,756.853   MT  0.99994073   +0 36 56.7
 CJ1399;SPC SC       -   310,797.45  2,341,721.96   iFT  0.99994073   +0 36 56.7
 CJ1399;UTM  17      - 3,616,631.215   604,126.107   MT  0.99973369   +0 35 59.3
 CJ1399
 CJ1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1399!SPC SC       -   1.00000474  x   0.99994073  =   0.99994547
 CJ1399!UTM  17      -   1.00000474  x   0.99973369  =   0.99973843
 CJ1399
 CJ1399:                Primary Azimuth Mark                     Grid Az
 CJ1399:SPC SC       -  2885                                     238 01 08.4
 CJ1399:UTM  17      -  2885                                     238 02 05.8
 CJ1399
 CJ1399|---------------------------------------------------------------------|
 CJ1399| PID    Reference Object                     Distance      Geod. Az  |
 CJ1399|                                                           dddmmss.s |
 CJ1399| CJ1367 2885                                402.867 METERS 2383805.1 |
 CJ1399|---------------------------------------------------------------------|
 CJ1399
 CJ1399                          SUPERSEDED SURVEY CONTROL
 CJ1399
 CJ1399  NAD 83(1995)-  32 40 56.88478(N)    079 53 21.62197(W) AD(       ) 2
 CJ1399  ELLIP H (12/20/99)  -30.20   (m)                       GP(       ) 4 1
 CJ1399  NAD 83(1986)-  32 40 56.89347(N)    079 53 21.62555(W) AD(       ) 2
 CJ1399  NGVD 29 (05/09/91)    3.469  (m)           11.38   (f) ADJUSTED    3 0
 CJ1399
 CJ1399.Superseded values are not recommended for survey control.
 CJ1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1399.See file dsdata.txt to determine how the superseded data were derived.
 CJ1399
 CJ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0412616631(NAD 83)
 CJ1399_MARKER: DD = SURVEY DISK
 CJ1399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1399_SP_SET: ALUMINUM ALLOY ROD
 CJ1399_STAMPING: 2890 B 1990
 CJ1399_MARK LOGO: SCCC  
 CJ1399_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1399+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1399_ROD/PIPE-DEPTH: 18.3 meters
 CJ1399
 CJ1399  HISTORY     - Date     Condition        Report By
 CJ1399  HISTORY     - 1990     MONUMENTED       NGS
 CJ1399
 CJ1399                          STATION DESCRIPTION
 CJ1399
 CJ1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1399'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1399'OF THE APPROXIMATE CENTER OF CHARLESTON AND AT THE NORTHEAST END OF
 CJ1399'THE ISLAND.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL, 413O FABER
 CJ1399'PLACE, SC 29405, PHONE 803-744-5838.
 CJ1399'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1399'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1399'ON ASHELY AVENUE FOR 5.47 KM (3.40 MI) TO THE LOCKED GATE OF AN
 CJ1399'ABANDONED GOVERNMENT INSTALLATION AND A BEACH ACCESS PATH ON THE
 CJ1399'RIGHT.  TURN RIGHT, SOUTHEAST, ON THE BEACH PATH FOR 0.08 KM
 CJ1399'(0.05 MI) TO THE BEACH, TURN LEFT, NORTHEAST, AND GO 0.16 KM
 CJ1399'(0.10 MI) TO THE STATION ON THE LEFT NORTHWEST OF THE PRIMARY DUNE
 CJ1399'ALONG THE BEACH AND NORTH OF A SIGN (NO SWIMMING STRONG CURRENT).
 CJ1399'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1399'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1399'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1399'ABOVE THE GROUND.  LOCATED 26.0 M (85.3 FT) NORTH OF A SIGN (NO
 CJ1399'SWIMMING STRONG CURRENT), 22.5 M (73.8 FT) SOUTHEAST OF THE TREE
 CJ1399'LINE, 22.0 M (72.2 FT) NORTHWEST OF THE TOP OF THE PRIMARY DUNE ALONG
 CJ1399'THE BEACH, 0.9 M (3.0 FT) SOUTHEAST OF A METAL WITNESS POST AND 0.25
 CJ1399'M (0.82 FT) NORTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1400 ***********************************************************************
 CJ1400  DESIGNATION -  2895
 CJ1400  PID         -  CJ1400
 CJ1400  STATE/COUNTY-  SC/CHARLESTON
 CJ1400  USGS QUAD   -  JAMES ISLAND (1979)
 CJ1400
 CJ1400                         *CURRENT SURVEY CONTROL
 CJ1400  ___________________________________________________________________
 CJ1400* NAD 83(2001)-  32 41 00.94487(N)    079 53 14.38165(W)     ADJUSTED  
 CJ1400* NAVD 88     -         2.308  (meters)       7.57   (feet)  ADJUSTED  
 CJ1400  ___________________________________________________________________
 CJ1400  X           -     943,499.322 (meters)                     COMP
 CJ1400  Y           -  -5,289,998.186 (meters)                     COMP
 CJ1400  Z           -   3,424,460.522 (meters)                     COMP
 CJ1400  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 CJ1400  ELLIP HEIGHT-         -31.04  (meters)          (03/27/03) GPS OBS
 CJ1400  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 CJ1400  DYNAMIC HT  -           2.305 (meters)       7.56  (feet)  COMP
 CJ1400  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 CJ1400
 CJ1400  HORZ ORDER  -  SECOND
 CJ1400  VERT ORDER  -  THIRD
 CJ1400  ELLP ORDER  -  FOURTH    CLASS II
 CJ1400
 CJ1400.The horizontal coordinates were established by GPS observations
 CJ1400.and adjusted by the National Geodetic Survey in March 2003..
 CJ1400
 CJ1400.The orthometric height was determined by differential leveling
 CJ1400.and adjusted by the National Geodetic Survey in April 1995..
 CJ1400
 CJ1400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1400
 CJ1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1400
 CJ1400.The ellipsoidal height was determined by GPS observations
 CJ1400.and is referenced to NAD 83.
 CJ1400
 CJ1400.The geoid height was determined by GEOID03.
 CJ1400
 CJ1400.The dynamic height is computed by dividing the NAVD 88
 CJ1400.geopotential number by the normal gravity value computed on the
 CJ1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1400.degrees latitude (g = 980.6199 gals.).
 CJ1400
 CJ1400.The modeled gravity was interpolated from observed gravity values.
 CJ1400
 CJ1400;                    North         East     Units Scale Factor Converg.
 CJ1400;SPC SC       -    94,858.151   713,944.073   MT  0.99994039   +0 37 00.7
 CJ1400;SPC SC       -   311,214.41  2,342,336.20   iFT  0.99994039   +0 37 00.7
 CJ1400;UTM  17      - 3,616,758.224   604,313.324   MT  0.99973417   +0 36 03.2
 CJ1400
 CJ1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1400!SPC SC       -   1.00000487  x   0.99994039  =   0.99994526
 CJ1400!UTM  17      -   1.00000487  x   0.99973417  =   0.99973904
 CJ1400
 CJ1400|---------------------------------------------------------------------|
 CJ1400| PID    Reference Object                     Distance      Geod. Az  |
 CJ1400|                                                           dddmmss.s |
 CJ1400| CJ1399 2890 B                              226.293 METERS 23627     |
 CJ1400| CJ0466 FOLLY NORTH                         410.262 METERS 3534526.6 |
 CJ1400|---------------------------------------------------------------------|
 CJ1400
 CJ1400                          SUPERSEDED SURVEY CONTROL
 CJ1400
 CJ1400  NAD 83(1995)-  32 41 00.94493(N)    079 53 14.38299(W) AD(       ) 2
 CJ1400  ELLIP H (12/20/99)  -31.07   (m)                       GP(       ) 4 1
 CJ1400  NAD 83(1986)-  32 41 00.95362(N)    079 53 14.38656(W) AD(       ) 2
 CJ1400  NGVD 29 (05/09/91)    2.602  (m)            8.54   (f) ADJUSTED    3 0
 CJ1400
 CJ1400.Superseded values are not recommended for survey control.
 CJ1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1400.See file dsdata.txt to determine how the superseded data were derived.
 CJ1400
 CJ1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0431316758(NAD 83)
 CJ1400_MARKER: DD = SURVEY DISK
 CJ1400_SETTING: 0 = UNSPECIFIED SETTING
 CJ1400_STAMPING: 2895 1988
 CJ1400_MARK LOGO: SCCC  
 CJ1400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1400+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 CJ1400
 CJ1400  HISTORY     - Date     Condition        Report By
 CJ1400  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1400  HISTORY     - 19900920 GOOD             NGS
 CJ1400
 CJ1400                          STATION DESCRIPTION
 CJ1400
 CJ1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1400'THE STATION IS LOCATED ON FOLLY BEACH, ABOUT 16.1 KM (10.0 MI) SOUTH
 CJ1400'OF THE APPROXIMATE CENTER OF CHARLESTON AT THE NORTHEAST END OF THE
 CJ1400'ISLAND.  OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL, 4130 FABER PLACE,
 CJ1400'CHARLESTON, SC 29405, PHONE 803-744-5838.
 CJ1400'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171 (CENTER
 CJ1400'STREET) AND ASHELY AVENUE IN THE CENTER OF FOLLY BEACH, GO NORTHEAST
 CJ1400'ON ASHELY AVENUE FOR 5.5 KM (3.4 MI) TO THE GATE OF AN ABANDONED
 CJ1400'GOVERNMENT INSTALLATION AND A BEACH ACCESS PATH ON THE RIGHT.  TURN
 CJ1400'RIGHT, SOUTHEAST, ON THE ENTRANCE PATH AND GO 0.08 KM (0.05 MI) TO
 CJ1400'THE BEACH, TURN LEFT, NORTHEAST, AND GO 0.32 KM (0.20 MI) TO THE
 CJ1400'STATION ON THE LEFT ON THE NORTHWEST SIDE OF A HIGH SAND DUNE LOCATED
 CJ1400'NORTHWEST OF A SIGN ALONG THE BEACH (CAUTION DANGER DO NOT GO BEYOND
 CJ1400'THIS POINT),  A STANDARD BERNTSEN BREAK-AWAY PVC PIPE, WITH A SCCC
 CJ1400'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1400'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.  LOCATED 46.9 M (153.9 FT)
 CJ1400'SOUTH OF THE SOUTHEAST ENTRANCE GATE POST OF AN ANTENNA, 23.56 M
 CJ1400'(77.30 FT) SOUTHWEST OF THE CONCRETE FOOTING OF THE GUY WIRES OF THE
 CJ1400'ANTENNA, 10.02 M (32.87 FT) EAST-NORTHEAST OF A WOODEN POST WITH SIGN
 CJ1400'(NO TRESPASSING), 10.02 M (32.87 FT) NORTHWEST OF THE TOP OF THE SAND
 CJ1400'DUNE AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0345 ***********************************************************************
 DD0345  DESIGNATION -  29
 DD0345  PID         -  DD0345
 DD0345  STATE/COUNTY-  SC/CHARLESTON
 DD0345  USGS QUAD   -  SANTEE (1973)
 DD0345
 DD0345                         *CURRENT SURVEY CONTROL
 DD0345  ___________________________________________________________________
 DD0345* NAD 83(1986)-  33 11 02.     (N)    079 24 21.     (W)     SCALED    
 DD0345* NAVD 88     -         6.078  (meters)      19.94   (feet)  POSTED    
 DD0345  ___________________________________________________________________
 DD0345  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 DD0345  DYNAMIC HT  -           6.070 (meters)      19.91  (feet)  COMP
 DD0345  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 DD0345
 DD0345  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DD0345
 DD0345.The horizontal coordinates were scaled from a topographic map and have
 DD0345.an estimated accuracy of +/- 6 seconds.
 DD0345
 DD0345.The orthometric height was determined by differential leveling
 DD0345.and adjusted by the National Geodetic Survey in 1992..
 DD0345.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DD0345.rate of 2.1 thru 3.0 mm/km.
 DD0345
 DD0345.The geoid height was determined by GEOID03.
 DD0345
 DD0345.The dynamic height is computed by dividing the NAVD 88
 DD0345.geopotential number by the normal gravity value computed on the
 DD0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0345.degrees latitude (g = 980.6199 gals.).
 DD0345
 DD0345.The modeled gravity was interpolated from observed gravity values.
 DD0345
 DD0345;                    North         East    Units  Estimated Accuracy
 DD0345;SPC SC       -   150,920.      758,240.      MT  (+/- 180 meters Scaled)
 DD0345
 DD0345                          SUPERSEDED SURVEY CONTROL
 DD0345
 DD0345  NGVD 29 (??/??/92)    6.361  (m)           20.87   (f) ADJ UNCH    1 2
 DD0345
 DD0345.Superseded values are not recommended for survey control.
 DD0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0345.See file dsdata.txt to determine how the superseded data were derived.
 DD0345
 DD0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS486728(NAD 83)
 DD0345_MARKER: N = NAIL
 DD0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0345_SP_SET: TREE
 DD0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0345
 DD0345  HISTORY     - Date     Condition        Report By
 DD0345  HISTORY     - UNK      MONUMENTED       SCHD
 DD0345  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0345
 DD0345                          STATION DESCRIPTION
 DD0345
 DD0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0345'15.4 MI SW FROM GEORGETOWN.
 DD0345'IN CHARLESTON COUNTY, 15.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 701
 DD0345'FROM FRONT STREET AT GEORGETOWN, GEORGETOWN COUNTY, 3 FEET
 DD0345'SOUTH OF THE SOUTH END OF THE BRIDGE OVER SOUTH SANTEE RIVER, 48
 DD0345'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 80.8 FEET NORTHEAST
 DD0345'OF A LARGE CEDAR TREE ON THE WEST SIDE OF THE HIGHWAY (THE TREE
 DD0345'HAS A BLAZE MARKED WITH THREE NAILS), AND ON THE WEST SIDE OF A
 DD0345'60-INCH LIVE OAK TREE ON THE EAST SIDE OF THE HIGHWAY.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3236 ***********************************************************************
 DD3236  HT_MOD      -  This is a Height Modernization Survey Station.
 DD3236  DESIGNATION -  29
 DD3236  PID         -  DD3236
 DD3236  STATE/COUNTY-  SC/BERKELEY
 DD3236  USGS QUAD   -  BONNEAU (1990)
 DD3236
 DD3236                         *CURRENT SURVEY CONTROL
 DD3236  ___________________________________________________________________
 DD3236* NAD 83(2001)-  33 19 58.87776(N)    079 58 52.09399(W)     ADJUSTED  
 DD3236* NAVD 88     -        25.85   (meters)      84.8    (feet)  GPS OBS   
 DD3236  ___________________________________________________________________
 DD3236  X           -     928,014.518 (meters)                     COMP
 DD3236  Y           -  -5,252,918.693 (meters)                     COMP
 DD3236  Z           -   3,484,872.325 (meters)                     COMP
 DD3236  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 DD3236  ELLIP HEIGHT-          -6.58  (meters)          (10/01/04) GPS OBS
 DD3236  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DD3236
 DD3236  HORZ ORDER  -  FIRST
 DD3236  ELLP ORDER  -  FOURTH    CLASS I
 DD3236
 DD3236.The horizontal coordinates were established by GPS observations
 DD3236.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD3236
 DD3236.The orthometric height was determined by GPS observations and a
 DD3236.high-resolution geoid model using precise GPS observation and
 DD3236.processing techniques.
 DD3236
 DD3236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3236
 DD3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3236
 DD3236.The ellipsoidal height was determined by GPS observations
 DD3236.and is referenced to NAD 83.
 DD3236
 DD3236.The geoid height was determined by GEOID03.
 DD3236
 DD3236;                    North         East     Units Scale Factor Converg.
 DD3236;SPC SC       -   166,778.523   704,437.205   MT  0.99981078   +0 33 53.5
 DD3236;SPC SC       -   547,173.63  2,311,145.69   iFT  0.99981078   +0 33 53.5
 DD3236;UTM  17      - 3,688,670.041   594,820.743   MT  0.99971085   +0 33 35.7
 DD3236
 DD3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3236!SPC SC       -   1.00000103  x   0.99981078  =   0.99981181
 DD3236!UTM  17      -   1.00000103  x   0.99971085  =   0.99971188
 DD3236
 DD3236                          SUPERSEDED SURVEY CONTROL
 DD3236
 DD3236  NAD 83(2001)-  33 19 58.87728(N)    079 58 52.09547(W) AD(       ) 2
 DD3236  NAD 83(1986)-  33 19 58.88747(N)    079 58 52.09724(W) AD(       ) 2
 DD3236  NAD 27      -  33 19 58.28526(N)    079 58 52.80785(W) AD(       ) 2
 DD3236  NGVD 29 (07/19/86)   25.9    (m)           85.     (f) VERT ANG       
 DD3236
 DD3236.Superseded values are not recommended for survey control.
 DD3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3236.See file dsdata.txt to determine how the superseded data were derived.
 DD3236
 DD3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9482188670(NAD 83)
 DD3236_MARKER: DD = SURVEY DISK
 DD3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3236_SP_SET: CONCRETE POST
 DD3236_STAMPING: 29 1977
 DD3236_MARK LOGO: SCPA  
 DD3236_PROJECTION: RECESSED 30 CENTIMETERS
 DD3236_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3236+STABILITY: SURFACE MOTION
 DD3236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3236+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DD3236
 DD3236  HISTORY     - Date     Condition        Report By
 DD3236  HISTORY     - 1981     MONUMENTED       SCGS
 DD3236  HISTORY     - 19930920 GOOD             SCGS
 DD3236  HISTORY     - 20031118 GOOD             SCGS
 DD3236
 DD3236                          STATION DESCRIPTION
 DD3236
 DD3236'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD3236'STATION IS LOCATED 9.0 MILES (14.5 KM) NORTH OF MONCKS CORNER, 3.0
 DD3236'MILES (4.8 KM) NORTH OF BONNEAU, AT THE EDGE OF THE DIKE FOR LAKE
 DD3236'MOULTRIE. OWNERSHIP--SANTEE COOPER. TO REACH THE STATION FROM THE
 DD3236'POST OFFICE IN BONNEAU, GO NORTH ON U.S. HIGHWAY 52 FOR 0.35 MILE
 DD3236'(0.56 KM) TO THE JUNCTION OF STATE ROAD 42, TURN LEFT ON ROAD 42 FOR
 DD3236'2.7 MILES (4.3 KM) TO THE JUNCTION OF STATE ROAD 470, TURN RIGHT ON
 DD3236'ROAD 470 FOR 1.8 MILES (2.9 KM) TO A POINT WHERE ROAD CURVES LEFT,
 DD3236'CONTINUE AHEAD FOR 0.05 MILE (0.08 KM) TO A LOCKED GATE, PASS THROUGH
 DD3236'GATE AND GO 0.1 MILE (0.2 KM) TO A CROSSROAD, CONTINUE NORTHEAST ON
 DD3236'THE DIKE ROAD FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT.
 DD3236'STATION IS A CONCRETE POST RECESSED 0.4 FOOT, 2.1 METERS (6.9 FT)
 DD3236'NORTHWEST OF THE EDGE OF THE DIKE, 3.0 METERS (9.8 FT) SOUTHEAST OF
 DD3236'THE CENTER OF THE DIKE ROAD, 1.2 METERS (3.9 FT) NORTHWEST OF A
 DD3236'WITNESS POST, 5.6 METERS (18.4 FT) SOUTHEAST OF THE EDGE OF THE DIKE.
 DD3236
 DD3236                          STATION RECOVERY (2003)
 DD3236
 DD3236'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DD3236'STATION IS LOCATED 2.35 MILES NORTHWEST OF BONNEAU, 9.65 MILES NORTH
 DD3236'OF MONCKS  CORNER. OWNERSHIP--SANTEE COOPER SURVEY DEPARTMENT, ROUTE 1
 DD3236'RIVERWOOD DRIVE,  MONCKS CORNER, SC 29461, PHONE 843-761-4029. TO
 DD3236'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 17
 DD3236'ALTERNATE, 3.25 MILES  NORTHEAST OF MONCKS CORNER, GO EAST NORTHEAST
 DD3236'ON HIGHWAY 52 FOR 5.85 MILES TO THE  JUNCTION OF STATE ROAD 35 (MURRAY
 DD3236'FERRY ROAD), TURN LEFT ON ROAD 35 FOR 0.65 MILE TO THE  JUNCTION OF
 DD3236'STATE ROAD 42 (BLACK OAK ROAD), TURN LEFT ON ROAD 42 FOR 2.8 MILES TO
 DD3236'THE  JUNCTION OF STATE ROAD 470 (BUTTER ROAD), TURN RIGHT ON ROAD 470
 DD3236'FOR 1.25 MILES TO A DEAD  END SAND ROAD AHEAD AND STATE ROAD 706
 DD3236'(GENERAL MOULTRIE DRIVE) RIGHT, BEAR RIGHT ON  ON ROAD 706 FOR 0.65
 DD3236'MILE TO A SAND ROAD AHEAD (MARTIN LANE), CONTINUE AHEAD ON MARTIN
 DD3236'LANE FOR 0.05 MILE TO A PRIVATE GATE AHEAD, BEAR LEFT ON THE SAND ROAD
 DD3236'FOR 0.05 MILE TO A  SANTEE COOPER LOCKED GATE AT A DIKE ROAD ACCESS,
 DD3236'CONTINUE THROUGH THE GATE FOR 0.4  MILE TO THE STATION ON THE RIGHT.
 DD3236'STATION IS A CONCRETE POST RECESSED 1.0 FOOT AND 1.0 FOOT BELOW THE
 DD3236'ROAD, 10.6 FEET  SOUTHEAST OF THE CENTER OF THE DIKE ROAD, 0.5 FOOT
 DD3236'NORTHWEST OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH
 DD3236'SURVEY STATION 008 065. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3975 ***********************************************************************
 AA3975  DESIGNATION -  29 001
 AA3975  PID         -  AA3975
 AA3975  STATE/COUNTY-  SC/LANCASTER
 AA3975  USGS QUAD   -  GREAT FALLS (1969)
 AA3975
 AA3975                         *CURRENT SURVEY CONTROL
 AA3975  ___________________________________________________________________
 AA3975* NAD 83(1986)-  34 36 08.     (N)    080 52 38.     (W)     SCALED    
 AA3975* NAVD 88     -       158.952  (meters)     521.50   (feet)  ADJUSTED  
 AA3975  ___________________________________________________________________
 AA3975  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AA3975  DYNAMIC HT  -         158.801 (meters)     521.00  (feet)  COMP
 AA3975  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 AA3975
 AA3975  VERT ORDER  -  FIRST     CLASS II
 AA3975
 AA3975.The horizontal coordinates were scaled from a topographic map and have
 AA3975.an estimated accuracy of +/- 6 seconds.
 AA3975
 AA3975.The orthometric height was determined by differential leveling
 AA3975.and adjusted by the National Geodetic Survey in September 1998..
 AA3975
 AA3975.The geoid height was determined by GEOID03.
 AA3975
 AA3975.The dynamic height is computed by dividing the NAVD 88
 AA3975.geopotential number by the normal gravity value computed on the
 AA3975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3975.degrees latitude (g = 980.6199 gals.).
 AA3975
 AA3975.The modeled gravity was interpolated from observed gravity values.
 AA3975
 AA3975;                    North         East    Units  Estimated Accuracy
 AA3975;SPC SC       -   307,080.      620,860.      MT  (+/- 180 meters Scaled)
 AA3975
 AA3975                          SUPERSEDED SURVEY CONTROL
 AA3975
 AA3975.No superseded survey control is available for this station.
 AA3975
 AA3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU112289(NAD 83)
 AA3975_MARKER: DD = SURVEY DISK
 AA3975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3975_STAMPING: 29 001 1993
 AA3975_MARK LOGO: SCGS  
 AA3975_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3975+STABILITY: SURFACE MOTION
 AA3975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3975+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3975
 AA3975  HISTORY     - Date     Condition        Report By
 AA3975  HISTORY     - 1993     MONUMENTED       SCGS
 AA3975  HISTORY     - 19990324 GOOD             USPSQD
 AA3975
 AA3975                          STATION DESCRIPTION
 AA3975
 AA3975'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3975'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTHEAST OF GREAT FALLS.
 AA3975'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3975'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EASTERN
 AA3975'JUNCTION OF STATE HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM) NORTHEAST OF
 AA3975'GREAT FALLS, GO EAST ON HIGHWAY 200 FOR 0.6 MILE (1.0 KM) TO AN
 AA3975'ENTRANCE DRIVEWAY LEFT LEADING TO A LOCKED GATE AND THE STATION NEAR
 AA3975'THE SOUTH CORNER OF A STONE WALL ENTRANCE MARKER IN THE NORTHEAST
 AA3975'ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 AA3975'GROUND AND 2.5 FEET (0.8 M) ABOVE THE HIGHWAY, 58.7 FEET (17.9 M)
 AA3975'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 37.5 FEET (11.4 M) EAST
 AA3975'NORTHEAST OF THE CENTER OF THE DRIVEWAY, 2.8 FEET (0.9 M) SOUTH OF THE
 AA3975'SOUTH CORNER OF A SHORT SQUARE STONE WALL ON THE NORTHEAST SIDE OF THE
 AA3975'DRIVEWAY GATE, 24.1 FEET (7.3 M) EAST SOUTHEAST OF THE EAST CORNER OF
 AA3975'A TALL SQUARE STONE WALL ON THE NORTHEAST SIDE OF THE DRIVEWAY GATE,
 AA3975'3.6 FEET (1.1 M) SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED BY T.
 AA3975'HALL.
 AA3975
 AA3975                          STATION RECOVERY (1999)
 AA3975
 AA3975'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4001 ***********************************************************************
 AA4001  DESIGNATION -  29 001 X
 AA4001  PID         -  AA4001
 AA4001  STATE/COUNTY-  SC/LANCASTER
 AA4001  USGS QUAD   -  KERSHAW (1969)
 AA4001
 AA4001                         *CURRENT SURVEY CONTROL
 AA4001  ___________________________________________________________________
 AA4001* NAD 83(1986)-  34 30 49.     (N)    080 35 31.     (W)     SCALED    
 AA4001* NAVD 88     -       144.039  (meters)     472.57   (feet)  ADJUSTED  
 AA4001  ___________________________________________________________________
 AA4001  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AA4001  DYNAMIC HT  -         143.900 (meters)     472.11  (feet)  COMP
 AA4001  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 AA4001
 AA4001  VERT ORDER  -  FIRST     CLASS II
 AA4001
 AA4001.The horizontal coordinates were scaled from a topographic map and have
 AA4001.an estimated accuracy of +/- 6 seconds.
 AA4001
 AA4001.The orthometric height was determined by differential leveling
 AA4001.and adjusted by the National Geodetic Survey in September 1998..
 AA4001
 AA4001.The geoid height was determined by GEOID03.
 AA4001
 AA4001.The dynamic height is computed by dividing the NAVD 88
 AA4001.geopotential number by the normal gravity value computed on the
 AA4001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4001.degrees latitude (g = 980.6199 gals.).
 AA4001
 AA4001.The modeled gravity was interpolated from observed gravity values.
 AA4001
 AA4001;                    North         East    Units  Estimated Accuracy
 AA4001;SPC SC       -   297,310.      647,070.      MT  (+/- 180 meters Scaled)
 AA4001
 AA4001                          SUPERSEDED SURVEY CONTROL
 AA4001
 AA4001.No superseded survey control is available for this station.
 AA4001
 AA4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU374191(NAD 83)
 AA4001_MARKER: DD = SURVEY DISK
 AA4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4001_STAMPING: 29 001 X 1993
 AA4001_MARK LOGO: SCGS  
 AA4001_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4001+STABILITY: SURFACE MOTION
 AA4001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4001+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 AA4001
 AA4001  HISTORY     - Date     Condition        Report By
 AA4001  HISTORY     - 1993     MONUMENTED       SCGS
 AA4001  HISTORY     - 19990413 GOOD             SCGS
 AA4001  HISTORY     - 19990512 GOOD             USPSQD
 AA4001
 AA4001                          STATION DESCRIPTION
 AA4001
 AA4001'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4001'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTH OF KERSHAW. OWNERSHIP--TOM
 AA4001'HUNTER, 9255 KERSHAW/CAMDEN HIGHWAY, KERSHAW, SC 29067, PHONE
 AA4001'803-475-3567. TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S.
 AA4001'HIGHWAYS 521 BUSINESS, 601 BUSINESS (SOUTH HAMPTON STREET), 521
 AA4001'BY-PASS AND 601 BY-PASS (SOUTH MATSON STREET) IN KERSHAW, GO SOUTH
 AA4001'SOUTHWEST ON HIGHWAYS 521 AND 601 FOR 2.05 MILES (3.30 KM) TO A SAND
 AA4001'DRIVEWAY LEFT LEADING TO A WHITE VINYL-SIDED HOUSE, TURN LEFT ON THE
 AA4001'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE
 AA4001'SOUTHWEST CORNER OF THE HOUSE. 0.15 MILE (0.24 KM) NORTH OF THE
 AA4001'JUNCTION OF STATE ROAD 36 (HAL WILLIAMS ROAD). STATION IS A CONCRETE
 AA4001'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE DRIVEWAY,
 AA4001'29.7 FEET (9.1 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AA4001'HOUSE, 37.0 FEET (11.3 M) WEST OF THE NORTHWEST CORNER OF THE SMALL
 AA4001'WHITE CONCRETE BLOCK SHED, 48.7 FEET (14.8 M) NORTH OF THE CENTER OF
 AA4001'THE DRIVEWAY, 32.8 FEET (10.0 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 AA4001'BRICK BASE FOR A WOODEN PILLAR. NOTE-MARGINAL GPS SITE. DESCRIBED BY
 AA4001'C.E. GEOGHEGAN.
 AA4001
 AA4001                          STATION RECOVERY (1999)
 AA4001
 AA4001'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4001'STATION IS LOCATED 2.7 MILES (4.3 KM) SOUTH OF KERSHAW, 17.6 MILES
 AA4001'(28.3 KM) SOUTHEAST OF LANCASTER.  OWNERSHIP--TOM HUNTER, 9255
 AA4001'KERSHAW/CAMDEN HIGHWAY, KERSHAW, SC 29067, PHONE 803-475-3567.  TO
 AA4001'REACH THE STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 521
 AA4001'BUSINESS, 601 BUSINESS (SOUTH HAMPTON STREET) AND U.S.  HIGHWAYS 521
 AA4001'AND 601 BYPASS (SOUTH MATSON STREET) AT THE SOUTH EDGE OF KERSHAW, GO
 AA4001'SOUTH ON HIGHWAYS 521 AND 601 FOR 2.05 MILES (3.30 KM) TO A SAND
 AA4001'DRIVEWAY LEFT LEADING TO A WHITE VINYL-SIDED HOUSE, TURN LEFT ON THE
 AA4001'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE
 AA4001'SOUTHWEST CORNER OF THE HOUSE.  STATION IS CONCRETE POST RECESSED 0.1
 AA4001'FOOT (3.0 CM) AND LEVEL WITH THE DRIVEWAY, 29.7 FEET (9.1 M) SOUTH
 AA4001'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 37.0 FEET (11.3 M)
 AA4001'WEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE BLOCK SHED, 50.0 FEET
 AA4001'(15.2 M) EAST NORTHEAST OF THE CENTER OF THE DRIVEWAY, 32.8 FEET (10.0
 AA4001'M) SOUTH OF THE SOUTHWEST CORNER OF THE BRICK BASE OF A WOODEN PILLAR,
 AA4001'42.0 FEET (12.8 M) EAST SOUTHEAST OF A 2.0-FOOT OAK TREE. RECOVERED BY
 AA4001'J.B.  SMOAK.
 AA4001
 AA4001                          STATION RECOVERY (1999)
 AA4001
 AA4001'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3976 ***********************************************************************
 AA3976  DESIGNATION -  29 002
 AA3976  PID         -  AA3976
 AA3976  STATE/COUNTY-  SC/LANCASTER
 AA3976  USGS QUAD   -  LANCASTER SE (1983)
 AA3976
 AA3976                         *CURRENT SURVEY CONTROL
 AA3976  ___________________________________________________________________
 AA3976* NAD 83(1986)-  34 36 34.     (N)    080 51 49.     (W)     SCALED    
 AA3976* NAVD 88     -       155.799  (meters)     511.15   (feet)  ADJUSTED  
 AA3976  ___________________________________________________________________
 AA3976  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AA3976  DYNAMIC HT  -         155.651 (meters)     510.67  (feet)  COMP
 AA3976  MODELED GRAV-     979,676.9   (mgal)                       NAVD 88
 AA3976
 AA3976  VERT ORDER  -  FIRST     CLASS II
 AA3976
 AA3976.The horizontal coordinates were scaled from a topographic map and have
 AA3976.an estimated accuracy of +/- 6 seconds.
 AA3976
 AA3976.The orthometric height was determined by differential leveling
 AA3976.and adjusted by the National Geodetic Survey in September 1998..
 AA3976
 AA3976.The geoid height was determined by GEOID03.
 AA3976
 AA3976.The dynamic height is computed by dividing the NAVD 88
 AA3976.geopotential number by the normal gravity value computed on the
 AA3976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3976.degrees latitude (g = 980.6199 gals.).
 AA3976
 AA3976.The modeled gravity was interpolated from observed gravity values.
 AA3976
 AA3976;                    North         East    Units  Estimated Accuracy
 AA3976;SPC SC       -   307,880.      622,110.      MT  (+/- 180 meters Scaled)
 AA3976
 AA3976                          SUPERSEDED SURVEY CONTROL
 AA3976
 AA3976.No superseded survey control is available for this station.
 AA3976
 AA3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU125297(NAD 83)
 AA3976_MARKER: DD = SURVEY DISK
 AA3976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3976_STAMPING: 29 002 1993
 AA3976_MARK LOGO: SCGS  
 AA3976_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3976+STABILITY: SURFACE MOTION
 AA3976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3976+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3976
 AA3976  HISTORY     - Date     Condition        Report By
 AA3976  HISTORY     - 1993     MONUMENTED       SCGS
 AA3976  HISTORY     - 19990324 GOOD             USPSQD
 AA3976
 AA3976                          STATION DESCRIPTION
 AA3976
 AA3976'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3976'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTHEAST OF GREAT FALLS.
 AA3976'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3976'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EASTERN
 AA3976'JUNCTION OF STATE HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM) NORTHEAST OF
 AA3976'GREAT FALLS, GO EAST ON HIGHWAY 200 FOR 1.55 MILES (2.49 KM) TO THE
 AA3976'STATION IN THE EAST ANGLE OF A FIELD ACCESS ROAD RIGHT LEADING TO A
 AA3976'LOCKED GATE NUMBER 23-4 FOR CRESCENT RESOURCES INCORPORATED HUNT CLUB.
 AA3976'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M)
 AA3976'BELOW THE HIGHWAY, 42.8 FEET (13.0 M) SOUTH SOUTHEAST OF THE CENTER OF
 AA3976'THE HIGHWAY, 16.0 FEET (4.9 M) NORTH NORTHEAST OF THE CENTER OF THE
 AA3976'DRIVEWAY, 14.6 FEET (4.5 M) WEST OF A 0.8-FOOT ELM TREE WITH A SCGS
 AA3976'REFERENCE WASHER ATTACHED, 119.4 FEET (36.4 M) NORTHWEST OF A METAL
 AA3976'CABLE GATE POST, 3.0 FEET (0.9 M) WEST OF A WITNESS POST. DESCRIBED BY
 AA3976'T. HALL.
 AA3976
 AA3976                          STATION RECOVERY (1999)
 AA3976
 AA3976'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4000 ***********************************************************************
 AA4000  DESIGNATION -  29 002 X
 AA4000  PID         -  AA4000
 AA4000  STATE/COUNTY-  SC/LANCASTER
 AA4000  USGS QUAD   -  KERSHAW (1969)
 AA4000
 AA4000                         *CURRENT SURVEY CONTROL
 AA4000  ___________________________________________________________________
 AA4000* NAD 83(1986)-  34 31 46.     (N)    080 35 12.     (W)     SCALED    
 AA4000* NAVD 88     -       136.216  (meters)     446.90   (feet)  ADJUSTED  
 AA4000  ___________________________________________________________________
 AA4000  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 AA4000  DYNAMIC HT  -         136.085 (meters)     446.47  (feet)  COMP
 AA4000  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 AA4000
 AA4000  VERT ORDER  -  FIRST     CLASS II
 AA4000
 AA4000.The horizontal coordinates were scaled from a topographic map and have
 AA4000.an estimated accuracy of +/- 6 seconds.
 AA4000
 AA4000.The orthometric height was determined by differential leveling
 AA4000.and adjusted by the National Geodetic Survey in September 1998..
 AA4000
 AA4000.The geoid height was determined by GEOID03.
 AA4000
 AA4000.The dynamic height is computed by dividing the NAVD 88
 AA4000.geopotential number by the normal gravity value computed on the
 AA4000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4000.degrees latitude (g = 980.6199 gals.).
 AA4000
 AA4000.The modeled gravity was interpolated from observed gravity values.
 AA4000
 AA4000;                    North         East    Units  Estimated Accuracy
 AA4000;SPC SC       -   299,070.      647,540.      MT  (+/- 180 meters Scaled)
 AA4000
 AA4000                          SUPERSEDED SURVEY CONTROL
 AA4000
 AA4000.No superseded survey control is available for this station.
 AA4000
 AA4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU379209(NAD 83)
 AA4000_MARKER: DD = SURVEY DISK
 AA4000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4000_STAMPING: 29 002 X 1993
 AA4000_MARK LOGO: SCGS  
 AA4000_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4000+STABILITY: SURFACE MOTION
 AA4000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4000+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 AA4000
 AA4000  HISTORY     - Date     Condition        Report By
 AA4000  HISTORY     - 1993     MONUMENTED       SCGS
 AA4000  HISTORY     - 19990413 GOOD             SCGS
 AA4000  HISTORY     - 19990512 GOOD             USPSQD
 AA4000
 AA4000                          STATION DESCRIPTION
 AA4000
 AA4000'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4000'STATION IS LOCATED 1.3 MILES (2.1 KM) SOUTH OF KERSHAW.
 AA4000'OWNERSHIP--LUCILLE P. OWENS, 110 OWEN ROAD, KERSHAW, SC 29067, PHONE
 AA4000'803-475-2390. TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S.
 AA4000'HIGHWAYS 521 BUSINESS, 601 BUSINESS (SOUTH HAMPTON STREET), 521
 AA4000'BY-PASS AND 601 BY-PASS (SOUTH MATSON STREET) IN KERSHAW, GO SOUTH
 AA4000'SOUTHWEST ON HIGHWAYS 521 AND 601 FOR 0.8 MILE (1.3 KM) TO THE
 AA4000'JUNCTION OF STATE ROAD 85 (WINTERWOOD ROAD), CONTINUE ON HIGHWAYS 521
 AA4000'AND 601 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR THE
 AA4000'EAST CORNER OF A TAN BRICK HOUSE NUMBER 110. STATION IS A CONCRETE
 AA4000'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY,
 AA4000'74.0 FEET (22.6 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 16.2
 AA4000'FEET (4.9 M) EAST SOUTHEAST OF THE EAST CORNER OF THE HOUSE, 31.5 FEET
 AA4000'(9.6 M) SOUTH SOUTHWEST OF THE WEST CORNER OF A BRICK WELL HOUSE, 13.1
 AA4000'FEET (4.0 M) NORTH NORTHEAST OF A 1.4-FOOT OAK TREE, 48.0 FEET (14.6
 AA4000'M) SOUTH SOUTHWEST OF A POWER POLE WITH A SECURITY LIGHT AND GUY WIRE.
 AA4000'DESCRIBED BY C.E. GEOGHEGAN.
 AA4000
 AA4000                          STATION RECOVERY (1999)
 AA4000
 AA4000'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4000'STATION IS LOCATED 1.5 MILES (2.4 KM) SOUTH OF KERSHAW, 16.9 MILES
 AA4000'(27.2 KM) SOUTHEAST OF LANCASTER.  OWNERSHIP--LUCILLE P.  OWENS, 110
 AA4000'OWENS ROAD, KERSHAW, SC 29067, PHONE 803-475-2370.  TO REACH THE
 AA4000'STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS, 601
 AA4000'BUSINESS (SOUTH HAMPTON STREET) AND U.S.  HIGHWAYS 521 AND 601 BYPASS
 AA4000'(SOUTH MATSON STREET) AT THE SOUTH EDGE OF KERSHAW, GO SOUTH ON
 AA4000'HIGHWAYS 521 AND 601 FOR 0.8 MILE (1.3 KM) TO THE JUNCTION OF STATE
 AA4000'ROAD 85 (WINTERWOOD ROAD) , CONTINUE ON HIGHWAYS 521 AND 601 FOR 0.1
 AA4000'MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR THE EAST CORNER OF A
 AA4000'TAN BRICK HOUSE NUMBER 110.  STATION IS CONCRETE POST RECESSED 0.1
 AA4000'FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 74.8 FEET (22.8 M) WEST
 AA4000'NORTHWEST OF THE CENTER OF THE HIGHWAY, 16.2 FEET (4.9 M) EAST
 AA4000'SOUTHEAST OF THE EAST CORNER OF THE HOUSE, 31.3 FEET (9.5 M) SOUTH
 AA4000'SOUTHWEST OF THE WEST CORNER OF A BRICK WELL HOUSE, 13.2 FEET (4.0 M)
 AA4000'NORTH NORTHEAST OF A 1.9-FOOT OAK TREE, 48.2 FEET (14.7 M) SOUTH
 AA4000'SOUTHWEST OF A SECURITY LIGHT POLE WITH GUY WIRE.  RECOVERED BY J.B.
 AA4000'SMOAK.
 AA4000
 AA4000                          STATION RECOVERY (1999)
 AA4000
 AA4000'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3977 ***********************************************************************
 AA3977  DESIGNATION -  29 003
 AA3977  PID         -  AA3977
 AA3977  STATE/COUNTY-  SC/LANCASTER
 AA3977  USGS QUAD   -  LANCASTER SE (1983)
 AA3977
 AA3977                         *CURRENT SURVEY CONTROL
 AA3977  ___________________________________________________________________
 AA3977* NAD 83(1986)-  34 37 08.     (N)    080 51 15.     (W)     SCALED    
 AA3977* NAVD 88     -       164.257  (meters)     538.90   (feet)  ADJUSTED  
 AA3977  ___________________________________________________________________
 AA3977  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AA3977  DYNAMIC HT  -         164.100 (meters)     538.38  (feet)  COMP
 AA3977  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 AA3977
 AA3977  VERT ORDER  -  FIRST     CLASS II
 AA3977
 AA3977.The horizontal coordinates were scaled from a topographic map and have
 AA3977.an estimated accuracy of +/- 6 seconds.
 AA3977
 AA3977.The orthometric height was determined by differential leveling
 AA3977.and adjusted by the National Geodetic Survey in September 1998..
 AA3977
 AA3977.The geoid height was determined by GEOID03.
 AA3977
 AA3977.The dynamic height is computed by dividing the NAVD 88
 AA3977.geopotential number by the normal gravity value computed on the
 AA3977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3977.degrees latitude (g = 980.6199 gals.).
 AA3977
 AA3977.The modeled gravity was interpolated from observed gravity values.
 AA3977
 AA3977;                    North         East    Units  Estimated Accuracy
 AA3977;SPC SC       -   308,930.      622,970.      MT  (+/- 180 meters Scaled)
 AA3977
 AA3977                          SUPERSEDED SURVEY CONTROL
 AA3977
 AA3977.No superseded survey control is available for this station.
 AA3977
 AA3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU133307(NAD 83)
 AA3977_MARKER: DD = SURVEY DISK
 AA3977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3977_STAMPING: 29 003 1993
 AA3977_MARK LOGO: SCGS  
 AA3977_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3977+STABILITY: SURFACE MOTION
 AA3977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3977+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3977
 AA3977  HISTORY     - Date     Condition        Report By
 AA3977  HISTORY     - 1993     MONUMENTED       SCGS
 AA3977  HISTORY     - 19990324 GOOD             USPSQD
 AA3977
 AA3977                          STATION DESCRIPTION
 AA3977
 AA3977'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3977'STATION IS LOCATED 4.1 MILES (6.6 KM) NORTHEAST OF GREAT FALLS.
 AA3977'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3977'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EASTERN
 AA3977'JUNCTION OF STATE HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM) NORTHEAST OF
 AA3977'GREAT FALLS, GO EAST ON HIGHWAY 200 FOR 2.2 MILES (3.5 KM) TO THE
 AA3977'JUNCTION OF STATE ROAD 20, CONTINUE ON HIGHWAY 200 FOR 0.25 MILE (0.40
 AA3977'KM) TO THE STATION ON THE RIGHT NEAR THE NORTH ONE OF TWO BRICK SIGN
 AA3977'BOXES FOR THE CAMP CREEK CHURCH. STATION IS A CONCRETE POST FLUSH WITH
 AA3977'THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 50.9 FEET (15.5 M)
 AA3977'EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 7.0 FEET (2.1 M) NORTH OF
 AA3977'THE NORTHWEST CORNER OF THE BRICK SIGN BOX, 31.4 FEET (9.6 M) WEST
 AA3977'SOUTHWEST OF THE CENTER OF A PAVED DRIVEWAY LEADING TO THE CHURCH,
 AA3977'120.6 FEET (36.8 M) SOUTH SOUTHWEST OF A POWER POLE WITH A SCGS
 AA3977'REFERENCE WASHER ATTACHED, 116.8 FEET (35.6 M) SOUTH SOUTHWEST OF A
 AA3977'TELEPHONE JUNCTION BOX K/97. DESCRIBED BY T. HALL.
 AA3977
 AA3977                          STATION RECOVERY (1999)
 AA3977
 AA3977'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3999 ***********************************************************************
 AA3999  DESIGNATION -  29 003 X
 AA3999  PID         -  AA3999
 AA3999  STATE/COUNTY-  SC/LANCASTER
 AA3999  USGS QUAD   -  KERSHAW (1969)
 AA3999
 AA3999                         *CURRENT SURVEY CONTROL
 AA3999  ___________________________________________________________________
 AA3999* NAD 83(2001)-  34 32 23.01756(N)    080 34 56.19304(W)     ADJUSTED  
 AA3999* NAVD 88     -       160.237  (meters)     525.71   (feet)  ADJUSTED  
 AA3999  ___________________________________________________________________
 AA3999  X           -     860,642.998 (meters)                     COMP
 AA3999  Y           -  -5,188,760.957 (meters)                     COMP
 AA3999  Z           -   3,595,996.507 (meters)                     COMP
 AA3999  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AA3999  ELLIP HEIGHT-         129.65  (meters)          (03/13/03) GPS OBS
 AA3999  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 AA3999  DYNAMIC HT  -         160.084 (meters)     525.21  (feet)  COMP
 AA3999  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 AA3999
 AA3999  HORZ ORDER  -  FIRST
 AA3999  VERT ORDER  -  FIRST     CLASS II
 AA3999  ELLP ORDER  -  FOURTH    CLASS II
 AA3999
 AA3999.The horizontal coordinates were established by GPS observations
 AA3999.and adjusted by the National Geodetic Survey in March 2003..
 AA3999
 AA3999.The orthometric height was determined by differential leveling
 AA3999.and adjusted by the National Geodetic Survey in September 1998..
 AA3999
 AA3999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3999
 AA3999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3999
 AA3999.The ellipsoidal height was determined by GPS observations
 AA3999.and is referenced to NAD 83.
 AA3999
 AA3999.The geoid height was determined by GEOID03.
 AA3999
 AA3999.The dynamic height is computed by dividing the NAVD 88
 AA3999.geopotential number by the normal gravity value computed on the
 AA3999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3999.degrees latitude (g = 980.6199 gals.).
 AA3999
 AA3999.The modeled gravity was interpolated from observed gravity values.
 AA3999
 AA3999;                    North         East     Units Scale Factor Converg.
 AA3999;SPC SC       -   300,214.111   647,941.973   MT  0.99990889   +0 13 53.7
 AA3999;SPC SC       -   984,954.43  2,125,793.87   iFT  0.99990889   +0 13 53.7
 AA3999;UTM  17      - 3,822,081.707   538,330.355   MT  0.99961811   +0 14 12.6
 AA3999
 AA3999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3999!SPC SC       -   0.99997965  x   0.99990889  =   0.99988854
 AA3999!UTM  17      -   0.99997965  x   0.99961811  =   0.99959777
 AA3999
 AA3999:                Primary Azimuth Mark                     Grid Az
 AA3999:SPC SC       -  29 004 X                                 000 12 48.4
 AA3999:UTM  17      -  29 004 X                                 000 12 29.5
 AA3999
 AA3999|---------------------------------------------------------------------|
 AA3999| PID    Reference Object                     Distance      Geod. Az  |
 AA3999|                                                           dddmmss.s |
 AA3999| AA3998 29 004 X                            APPROX. 0.7 KM 0002642.1 |
 AA3999|---------------------------------------------------------------------|
 AA3999
 AA3999                          SUPERSEDED SURVEY CONTROL
 AA3999
 AA3999  NAD 83(1995)-  34 32 23.01769(N)    080 34 56.19291(W) AD(       ) 1
 AA3999  NAD 83(1986)-  34 32 23.03373(N)    080 34 56.19843(W) AD(       ) 1
 AA3999  ELLIP H (09/28/01)  129.67   (m)                       GP(       ) 4 1
 AA3999  NAVD 88 (09/28/01)  160.24   (m)          525.7    (f) LEVELING    3  
 AA3999
 AA3999.Superseded values are not recommended for survey control.
 AA3999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3999.See file dsdata.txt to determine how the superseded data were derived.
 AA3999
 AA3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3833022082(NAD 83)
 AA3999_MARKER: DD = SURVEY DISK
 AA3999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3999_STAMPING: 29 003 X 1993
 AA3999_MARK LOGO: SCGS  
 AA3999_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3999+STABILITY: SURFACE MOTION
 AA3999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3999+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 AA3999
 AA3999  HISTORY     - Date     Condition        Report By
 AA3999  HISTORY     - 1993     MONUMENTED       SCGS
 AA3999  HISTORY     - 19990413 GOOD             SCGS
 AA3999  HISTORY     - 19990413 GOOD             SCGS
 AA3999  HISTORY     - 19990512 GOOD             USPSQD
 AA3999  HISTORY     - 20050223 GOOD             GEOCAC
 AA3999
 AA3999                          STATION DESCRIPTION
 AA3999
 AA3999'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3999'STATION IS LOCATED 0.6 MILE (1.0 KM) SOUTH KERSHAW. OWNERSHIP--SCDOT,
 AA3999'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA3999'803-737-1350. TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S.
 AA3999'HIGHWAYS 521 BUSINESS, 601 BUSINESS (SOUTH HAMPTON STREET), 521
 AA3999'BY-PASS AND 601 BY-PASS (SOUTH MATSON STREET) IN KERSHAW, GO SOUTH
 AA3999'SOUTHWEST ON HIGHWAYS 521 AND 601 FOR 0.15 MILE (0.24 KM) TO THE
 AA3999'JUNCTION OF STATE ROAD 779 (JONES STREET) AND THE STATION NEAR A RAIL
 AA3999'FENCE IN THE NORTHEAST ANGLE OF THE JUNCTION. STATION IS A CONCRETE
 AA3999'POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD 779, 77.1 FEET (23.5 M)
 AA3999'EAST OF THE CENTER OF THE HIGHWAY, 23.5 FEET (7.2 M) NORTH OF THE
 AA3999'CENTER OF THE ROAD, 8.1 FEET (2.5 M) EAST OF A POWER POLE NUMBER
 AA3999'3014/001 WITH THREE GUY WIRES, 70.0 FEET (21.3 M) NORTH NORTHWEST OF
 AA3999'THE NORTHWEST CORNER OF A BRICK CONVENIENCE STORE (THE MARKETTE), 72.4
 AA3999'FEET (22.1 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE NORTHEAST
 AA3999'CANOPY SUPPORT FOR THE GAS PUMPS AT THE STORE, 1.9 FEET (0.6 M) SOUTH
 AA3999'OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA3999
 AA3999                          STATION RECOVERY (1999)
 AA3999
 AA3999'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA3999'STATION IS LOCATED 0.8 MILE (1.3 KM) SOUTH OF KERSHAW, 16.5 MILES
 AA3999'(26.6 KM) SOUTHEAST OF LANCASTER.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA3999'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA3999'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S.
 AA3999'HIGHWAYS 521 BUSINESS, 601 BUSINESS (SOUTH HAMPTON STREET) AND U.S.
 AA3999'HIGHWAYS 521 AND 601 BYPASS (SOUTH MATSON STREET) AT THE SOUTH EDGE OF
 AA3999'KERSHAW, GO SOUTH ON HIGHWAYS 521 AND 601 FOR 0.15 MILE (0.24 KM) TO
 AA3999'THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE JUNCTION
 AA3999'OF STATE ROAD 779 (JONES STREET) .  STATION IS CONCRETE POST RECESSED
 AA3999'0.2 FOOT (6.1 CM) AND LEVEL WITH ROAD 779, 23.0 FEET (7.0 M) NORTH OF
 AA3999'THE CENTER OF ROAD 779, 75.6 FEET (23.0 M) EAST OF THE CENTER OF THE
 AA3999'HIGHWAY, 69.0 FEET (21.0 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA3999'A BRICK BUILDING (ECKERD PHARMACY) , 8.2 FEET (2.5 M) EAST OF THE
 AA3999'POWER POLE NUMBER 3014001 WITH THREE GUY WIRES, 10.3 FEET (3.1 M)
 AA3999'SOUTH OF THE SOUTH EDGE OF THE CONCRETE CURB FOR THE PARKING LOT FOR
 AA3999'ECKERDS, 70.0 FEET (21.3 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF
 AA3999'A BRICK CONVENIENCE STORE (THE MARKETTE) , 24.6 FEET (7.5 M) EAST OF A
 AA3999'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 AA3999
 AA3999                          STATION RECOVERY (1999)
 AA3999
 AA3999'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA3999'STATION IS LOCATED 0.8 MILE (1.3 KM) SOUTH OF KERSHAW, 16.5 MILES
 AA3999'(26.6 KM) SOUTHEAST OF LANCASTER.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA3999'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA3999'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S.
 AA3999'HIGHWAYS 521 BUSINESS, 601 BUSINESS (SOUTH HAMPTON STREET) AND U.S.
 AA3999'HIGHWAYS 521 AND 601 BYPASS (SOUTH MATSON STREET) AT THE SOUTH EDGE OF
 AA3999'KERSHAW, GO SOUTH ON HIGHWAYS 521 AND 601 FOR 0.15 MILE (0.24 KM) TO
 AA3999'THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE JUNCTION
 AA3999'OF STATE ROAD 779 (JONES STREET) .  STATION IS CONCRETE POST RECESSED
 AA3999'0.2 FOOT (6.1 CM) AND LEVEL WITH ROAD 779, 23.0 FEET (7.0 M) NORTH OF
 AA3999'THE CENTER OF ROAD 779, 75.6 FEET (23.0 M) EAST OF THE CENTER OF THE
 AA3999'HIGHWAY, 69.0 FEET (21.0 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA3999'A BRICK BUILDING (ECKERD PHARMACY) , 8.2 FEET (2.5 M) EAST OF THE
 AA3999'POWER POLE NUMBER 3014001 WITH THREE GUY WIRES, 10.3 FEET (3.1 M)
 AA3999'SOUTH OF THE SOUTH EDGE OF THE CONCRETE CURB FOR THE PARKING LOT FOR
 AA3999'ECKERDS, 70.0 FEET (21.3 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF
 AA3999'A BRICK CONVENIENCE STORE (THE MARKETTE) , 24.6 FEET (7.5 M) EAST OF A
 AA3999'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 AA3999
 AA3999                          STATION RECOVERY (1999)
 AA3999
 AA3999'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3999'RECOVERED IN GOOD CONDITION.
 AA3999
 AA3999                          STATION RECOVERY (2005)
 AA3999
 AA3999'RECOVERY NOTE BY GEOCACHING 2005 (JSS)
 AA3999'RECOVERED IN GOOD CONDITION. BM IS STILL STABLE IN ITS ORIGINAL
 AA3999'MOUNTING. PARTIALLY BURIED DUE TO LANDSCAPING OF NEARBY DRUGSTORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3978 ***********************************************************************
 AA3978  DESIGNATION -  29 004
 AA3978  PID         -  AA3978
 AA3978  STATE/COUNTY-  SC/LANCASTER
 AA3978  USGS QUAD   -  LANCASTER (1969)
 AA3978
 AA3978                         *CURRENT SURVEY CONTROL
 AA3978  ___________________________________________________________________
 AA3978* NAD 83(2001)-  34 37 58.24742(N)    080 50 46.34604(W)     ADJUSTED  
 AA3978* NAVD 88     -       167.963  (meters)     551.06   (feet)  ADJUSTED  
 AA3978  ___________________________________________________________________
 AA3978  X           -     835,800.236 (meters)                     COMP
 AA3978  Y           -  -5,186,887.555 (meters)                     COMP
 AA3978  Z           -   3,604,505.557 (meters)                     COMP
 AA3978  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AA3978  ELLIP HEIGHT-         137.50  (meters)          (03/13/03) GPS OBS
 AA3978  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AA3978  DYNAMIC HT  -         167.803 (meters)     550.53  (feet)  COMP
 AA3978  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 AA3978
 AA3978  HORZ ORDER  -  FIRST
 AA3978  VERT ORDER  -  FIRST     CLASS II
 AA3978  ELLP ORDER  -  FOURTH    CLASS II
 AA3978
 AA3978.The horizontal coordinates were established by GPS observations
 AA3978.and adjusted by the National Geodetic Survey in March 2003..
 AA3978
 AA3978.The orthometric height was determined by differential leveling
 AA3978.and adjusted by the National Geodetic Survey in September 1998..
 AA3978
 AA3978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3978
 AA3978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3978
 AA3978.The ellipsoidal height was determined by GPS observations
 AA3978.and is referenced to NAD 83.
 AA3978
 AA3978.The geoid height was determined by GEOID03.
 AA3978
 AA3978.The dynamic height is computed by dividing the NAVD 88
 AA3978.geopotential number by the normal gravity value computed on the
 AA3978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3978.degrees latitude (g = 980.6199 gals.).
 AA3978
 AA3978.The modeled gravity was interpolated from observed gravity values.
 AA3978
 AA3978;                    North         East     Units Scale Factor Converg.
 AA3978;SPC SC       -   310,476.322   623,700.959   MT  0.99993492   +0 05 06.9
 AA3978;SPC SC       - 1,018,623.10  2,046,262.99   iFT  0.99993492   +0 05 06.9
 AA3978;UTM  17      - 3,832,339.121   514,096.247   MT  0.99960245   +0 05 14.7
 AA3978
 AA3978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3978!SPC SC       -   0.99997842  x   0.99993492  =   0.99991334
 AA3978!UTM  17      -   0.99997842  x   0.99960245  =   0.99958088
 AA3978
 AA3978                          SUPERSEDED SURVEY CONTROL
 AA3978
 AA3978  NAD 83(1986)-  34 37 58.26455(N)    080 50 46.35101(W) AD(       ) 1
 AA3978  NAD 83(1995)-  34 37 58.24735(N)    080 50 46.34525(W) AD(       ) 1
 AA3978  ELLIP H (09/28/01)  137.50   (m)                       GP(       ) 4 1
 AA3978  NAVD 88 (09/28/01)  167.96   (m)          551.0    (f) LEVELING    3  
 AA3978
 AA3978.Superseded values are not recommended for survey control.
 AA3978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3978.See file dsdata.txt to determine how the superseded data were derived.
 AA3978
 AA3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1409632339(NAD 83)
 AA3978_MARKER: DD = SURVEY DISK
 AA3978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3978_STAMPING: 29 004 1993
 AA3978_MARK LOGO: SCGS  
 AA3978_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3978+STABILITY: SURFACE MOTION
 AA3978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3978+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2000
 AA3978
 AA3978  HISTORY     - Date     Condition        Report By
 AA3978  HISTORY     - 1993     MONUMENTED       SCGS
 AA3978  HISTORY     - 19990324 GOOD             USPSQD
 AA3978  HISTORY     - 20000203 GOOD             SCGS
 AA3978
 AA3978                          STATION DESCRIPTION
 AA3978
 AA3978'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3978'STATION IS LOCATED 5.1 MILES (8.2 KM) NORTHEAST OF GREAT FALLS.
 AA3978'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3978'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EASTERN
 AA3978'JUNCTION OF STATE HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM) NORTHEAST OF
 AA3978'GREAT FALLS, GO EAST ON HIGHWAY 200 FOR 3.6 MILES (5.8 KM) TO THE
 AA3978'JUNCTION OF STATE ROAD 216 (MAJOR EVANS ROAD) RIGHT AND A GRAVEL ROAD
 AA3978'LEFT LEADING TO THE CAMP CREEK A.M.E. ZION CHURCH, TURN LEFT ON THE
 AA3978'GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR
 AA3978'THE SOUTHEAST CORNER OF A BRICK SIGN BOX IN FRONT OF THE CHURCH.
 AA3978'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA3978'GRAVEL ROAD, 84.2 FEET (25.7 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER
 AA3978'OF A BRICK PUMP SHED, 1.6 FEET (0.5 M) SOUTH OF THE SOUTHEAST CORNER
 AA3978'OF THE BRICK BASE OF THE SIGN BOX, 49.8 FEET (15.2 M) EAST SOUTHEAST
 AA3978'OF SOUTHWEST CORNER OF THE CHURCH, 16.5 FEET (5.0 M) NORTH OF THE
 AA3978'CENTER OF THE GRAVEL ROAD, 44.5 FEET (13.6 M) NORTH OF A POWER POLE
 AA3978'WITH A TRANSFORMER, THREE GUY WIRES AND A SECURITY LIGHT, 2.4 FEET
 AA3978'(0.7 M) EAST OF A METAL ANGLE IRON USED AS A BORDER POST IN FRONT OF
 AA3978'THE CHURCH. DESCRIBED BY T. HALL.
 AA3978
 AA3978                          STATION RECOVERY (1999)
 AA3978
 AA3978'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3978'RECOVERED IN GOOD CONDITION.
 AA3978
 AA3978                          STATION RECOVERY (2000)
 AA3978
 AA3978'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA3978'STATION IS LOCATED 5.1 MILES (8.2 KM) NORTHEAST OF GREAT FALLS.
 AA3978'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA3978'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA3978'EASTERN JUNCTION OF STATE HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM)
 AA3978'NORTHEAST OF GREAT FALLS, GO EAST ON HIGHWAY 200 FOR 3.6 MILES (5.8
 AA3978'KM) TO THE JUNCTION OF STATE ROAD 216 (MAJOR EVANS ROAD) RIGHT AND A
 AA3978'GRAVEL ROAD LEFT LEADING TO THE CAMP CREEK A.M.E.  ZION CHURCH, TURN
 AA3978'LEFT ON THE GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AA3978'RIGHT NEAR THE SOUTHEAST CORNER OF A BRICK SIGN BOX IN FRONT OF THE
 AA3978'CHURCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AA3978'WITH THE GRAVEL ROAD, 84.2 FEET (25.7 M) EAST SOUTHEAST OF THE
 AA3978'SOUTHEAST CORNER OF A BRICK PUMP SHED, 1.6 FEET (0.5 M) SOUTH OF THE
 AA3978'SOUTHWEST CORNER OF THE BRICK BASE OF THE SIGN BOX, 49.8 FEET (15.2 M)
 AA3978'EAST SOUTHEAST OF SOUTHWEST CORNER OF THE CHURCH, 16.5 FEET (5.0 M)
 AA3978'NORTH OF THE CENTER OF THE GRAVEL ROAD, 44.5 FEET (13.6 M) NORTH OF A
 AA3978'POWER POLE WITH A TRANSFORMER, THREE GUY WIRES AND A SECURITY LIGHT,
 AA3978'2.4 FEET (0.7 M) EAST OF A METAL ANGLE IRON USED AS A BORDER POST IN
 AA3978'FRONT OF THE CHURCH.  RECOVERED BY D.D.  WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3998 ***********************************************************************
 AA3998  DESIGNATION -  29 004 X
 AA3998  PID         -  AA3998
 AA3998  STATE/COUNTY-  SC/LANCASTER
 AA3998  USGS QUAD   -  KERSHAW (1969)
 AA3998
 AA3998                         *CURRENT SURVEY CONTROL
 AA3998  ___________________________________________________________________
 AA3998* NAD 83(2001)-  34 32 44.44352(N)    080 34 55.99191(W)     ADJUSTED  
 AA3998* NAVD 88     -       159.926  (meters)     524.69   (feet)  ADJUSTED  
 AA3998  ___________________________________________________________________
 AA3998  X           -     860,586.759 (meters)                     COMP
 AA3998  Y           -  -5,188,390.557 (meters)                     COMP
 AA3998  Z           -   3,596,540.188 (meters)                     COMP
 AA3998  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AA3998  ELLIP HEIGHT-         129.36  (meters)          (03/13/03) GPS OBS
 AA3998  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AA3998  DYNAMIC HT  -         159.773 (meters)     524.19  (feet)  COMP
 AA3998  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 AA3998
 AA3998  HORZ ORDER  -  FIRST
 AA3998  VERT ORDER  -  FIRST     CLASS II
 AA3998  ELLP ORDER  -  FOURTH    CLASS II
 AA3998
 AA3998.The horizontal coordinates were established by GPS observations
 AA3998.and adjusted by the National Geodetic Survey in March 2003..
 AA3998
 AA3998.The orthometric height was determined by differential leveling
 AA3998.and adjusted by the National Geodetic Survey in September 1998..
 AA3998
 AA3998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3998
 AA3998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3998
 AA3998.The ellipsoidal height was determined by GPS observations
 AA3998.and is referenced to NAD 83.
 AA3998
 AA3998.The geoid height was determined by GEOID03.
 AA3998
 AA3998.The dynamic height is computed by dividing the NAVD 88
 AA3998.geopotential number by the normal gravity value computed on the
 AA3998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3998.degrees latitude (g = 980.6199 gals.).
 AA3998
 AA3998.The modeled gravity was interpolated from observed gravity values.
 AA3998
 AA3998;                    North         East     Units Scale Factor Converg.
 AA3998;SPC SC       -   300,874.297   647,944.432   MT  0.99991047   +0 13 53.8
 AA3998;SPC SC       -   987,120.40  2,125,801.94   iFT  0.99991047   +0 13 53.8
 AA3998;UTM  17      - 3,822,741.701   538,332.753   MT  0.99961811   +0 14 12.9
 AA3998
 AA3998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3998!SPC SC       -   0.99997969  x   0.99991047  =   0.99989017
 AA3998!UTM  17      -   0.99997969  x   0.99961811  =   0.99959781
 AA3998
 AA3998:                Primary Azimuth Mark                     Grid Az
 AA3998:SPC SC       -  29 003 X                                 180 12 48.4
 AA3998:UTM  17      -  29 003 X                                 180 12 29.3
 AA3998
 AA3998|---------------------------------------------------------------------|
 AA3998| PID    Reference Object                     Distance      Geod. Az  |
 AA3998|                                                           dddmmss.s |
 AA3998| AA3999 29 003 X                            APPROX. 0.7 KM 1802642.2 |
 AA3998|---------------------------------------------------------------------|
 AA3998
 AA3998                          SUPERSEDED SURVEY CONTROL
 AA3998
 AA3998  NAD 83(1995)-  34 32 44.44368(N)    080 34 55.99184(W) AD(       ) 1
 AA3998  NAD 83(1986)-  34 32 44.45981(N)    080 34 55.99730(W) AD(       ) 1
 AA3998  ELLIP H (09/28/01)  129.37   (m)                       GP(       ) 4 1
 AA3998  NAVD 88 (09/28/01)  159.93   (m)          524.7    (f) LEVELING    3  
 AA3998
 AA3998.Superseded values are not recommended for survey control.
 AA3998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3998.See file dsdata.txt to determine how the superseded data were derived.
 AA3998
 AA3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3833322742(NAD 83)
 AA3998_MARKER: DD = SURVEY DISK
 AA3998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3998_STAMPING: 29 004 X 1993
 AA3998_MARK LOGO: SCGS  
 AA3998_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3998+STABILITY: SURFACE MOTION
 AA3998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3998+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 AA3998
 AA3998  HISTORY     - Date     Condition        Report By
 AA3998  HISTORY     - 1993     MONUMENTED       SCGS
 AA3998  HISTORY     - 19990413 GOOD             SCGS
 AA3998  HISTORY     - 19990413 GOOD             SCGS
 AA3998  HISTORY     - 19990512 GOOD             USPSQD
 AA3998
 AA3998                          STATION DESCRIPTION
 AA3998
 AA3998'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3998'STATION IS LOCATED IN KERSHAW. OWNERSHIP--SCDOT, DIRECTOR OF
 AA3998'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA3998'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAYS 521
 AA3998'BUSINESS, 601 BUSINESS (SOUTH HAMPTON STREET), 521 BY-PASS AND 601
 AA3998'BY-PASS (SOUTH MATSON STREET) IN KERSHAW, GO NORTH NORTHEAST ON
 AA3998'HIGHWAYS 521 BUSINESS AND 601 BUSINESS FOR 0.25 MILE (0.40 KM) TO THE
 AA3998'JUNCTION OF STATE ROAD 78 (PINE STREET), TURN LEFT ON ROAD 78 FOR 0.05
 AA3998'MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 107 (SOUTH CLEVELAND
 AA3998'STREET) AND THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE OF
 AA3998'THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 AA3998'FOOT (15.2 CM) ABOVE ROAD 107, 28.4 FEET (8.7 M) EAST NORTHEAST OF THE
 AA3998'CENTER OF ROAD 107, 112.9 FEET (34.4 M) NORTH NORTHWEST OF THE CENTER
 AA3998'OF ROAD 78, 48.6 FEET (14.8 M) WEST SOUTHWEST OF THE WEST RAIL OF THE
 AA3998'MAIN RAILROAD TRACK, 88.3 FEET (26.9 M) EAST OF THE NORTHEAST CORNER
 AA3998'OF A BRICK HOUSE NUMBER 212, 107.2 FEET (32.7 M) NORTHEAST OF THE
 AA3998'SOUTHEAST CORNER OF THE SOUTHEAST BRICK PORCH PILLAR OF A WOODEN HOUSE
 AA3998'NUMBER 214, 9.8 FEET (3.0 M) EAST SOUTHEAST OF A WITNESS POST AT THE
 AA3998'POWER POLE WITH TRANSFORMER. DESCRIBED BY C.E. GEOGHEGAN.
 AA3998
 AA3998                          STATION RECOVERY (1999)
 AA3998
 AA3998'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA3998'STATION IS LOCATED IN KERSHAW, 16.2 MILES (26.1 KM) SOUTHEAST OF
 AA3998'LANCASTER.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O..  BOX
 AA3998'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 AA3998'FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS, 601 BUSINESS
 AA3998'(SOUTH HAMPTON STREET) AND U.S.  HIGHWAYS 521 AND 601 BYPASS (SOUTH
 AA3998'MATSON STREET) AT THE SOUTH EDGE OF KERSHAW, GO NORTH ON HIGHWAYS 521
 AA3998'AND 601 BUSINESS FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD
 AA3998'78 (PINE STREET) , TURN LEFT ON ROAD 78 FOR 0.05 MILE (0.08 KM) TO THE
 AA3998'JUNCTION OF STATE ROAD 107 (SOUTH CLEVELAND STREET) , TURN RIGHT ON
 AA3998'ROAD 107 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 AA3998'POWER POLE.  STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 AA3998'1.0 FOOT (0.3 M) ABOVE ROAD 107, 28.7 FEET (8.7 M) EAST NORTHEAST OF
 AA3998'THE CENTER OF ROAD 107, 112.8 FEET (34.4 M) NORTH OF THE CENTER OF
 AA3998'ROAD 78, 48.6 FEET (14.8 M) WEST OF THE WEST RAIL OF THE MAIN RAILROAD
 AA3998'TRACKS, 81.4 FEET (24.8 M) EAST OF THE NORTHEAST CORNER OF A BRICK
 AA3998'HOUSE NUMBER 212, 10.0 FEET (3.0 M) EAST SOUTHEAST OF THE SOUTH POWER
 AA3998'POLE OF TWO WITH THREE TRANSFORMERS, 10.5 FEET (3.2 M) EAST SOUTHEAST
 AA3998'OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 AA3998
 AA3998                          STATION RECOVERY (1999)
 AA3998
 AA3998'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA3998'STATION IS LOCATED IN KERSHAW, 16.2 MILES (26.1 KM) SOUTHEAST OF
 AA3998'LANCASTER.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O..  BOX
 AA3998'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 AA3998'FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS, 601 BUSINESS
 AA3998'(SOUTH HAMPTON STREET) AND U.S.  HIGHWAYS 521 AND 601 BYPASS (SOUTH
 AA3998'MATSON STREET) AT THE SOUTH EDGE OF KERSHAW, GO NORTH ON HIGHWAYS 521
 AA3998'AND 601 BUSINESS FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD
 AA3998'78 (PINE STREET) , TURN LEFT ON ROAD 78 FOR 0.05 MILE (0.08 KM) TO THE
 AA3998'JUNCTION OF STATE ROAD 107 (SOUTH CLEVELAND STREET) , TURN RIGHT ON
 AA3998'ROAD 107 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 AA3998'POWER POLE.  STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 AA3998'1.0 FOOT (0.3 M) ABOVE ROAD 107, 28.7 FEET (8.7 M) EAST NORTHEAST OF
 AA3998'THE CENTER OF ROAD 107, 112.8 FEET (34.4 M) NORTH OF THE CENTER OF
 AA3998'ROAD 78, 48.6 FEET (14.8 M) WEST OF THE WEST RAIL OF THE MAIN RAILROAD
 AA3998'TRACKS, 81.4 FEET (24.8 M) EAST OF THE NORTHEAST CORNER OF A BRICK
 AA3998'HOUSE NUMBER 212, 10.0 FEET (3.0 M) EAST SOUTHEAST OF THE SOUTH POWER
 AA3998'POLE OF TWO WITH THREE TRANSFORMERS, 10.5 FEET (3.2 M) EAST SOUTHEAST
 AA3998'OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 AA3998
 AA3998                          STATION RECOVERY (1999)
 AA3998
 AA3998'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3979 ***********************************************************************
 AA3979  DESIGNATION -  29 005
 AA3979  PID         -  AA3979
 AA3979  STATE/COUNTY-  SC/LANCASTER
 AA3979  USGS QUAD   -  LANCASTER SE (1983)
 AA3979
 AA3979                         *CURRENT SURVEY CONTROL
 AA3979  ___________________________________________________________________
 AA3979* NAD 83(1986)-  34 37 27.     (N)    080 49 59.     (W)     SCALED    
 AA3979* NAVD 88     -       137.825  (meters)     452.18   (feet)  ADJUSTED  
 AA3979  ___________________________________________________________________
 AA3979  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AA3979  DYNAMIC HT  -         137.693 (meters)     451.75  (feet)  COMP
 AA3979  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 AA3979
 AA3979  VERT ORDER  -  FIRST     CLASS II
 AA3979
 AA3979.The horizontal coordinates were scaled from a topographic map and have
 AA3979.an estimated accuracy of +/- 6 seconds.
 AA3979
 AA3979.The orthometric height was determined by differential leveling
 AA3979.and adjusted by the National Geodetic Survey in September 1998..
 AA3979
 AA3979.The geoid height was determined by GEOID03.
 AA3979
 AA3979.The dynamic height is computed by dividing the NAVD 88
 AA3979.geopotential number by the normal gravity value computed on the
 AA3979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3979.degrees latitude (g = 980.6199 gals.).
 AA3979
 AA3979.The modeled gravity was interpolated from observed gravity values.
 AA3979
 AA3979;                    North         East    Units  Estimated Accuracy
 AA3979;SPC SC       -   309,520.      624,910.      MT  (+/- 180 meters Scaled)
 AA3979
 AA3979                          SUPERSEDED SURVEY CONTROL
 AA3979
 AA3979.No superseded survey control is available for this station.
 AA3979
 AA3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU153313(NAD 83)
 AA3979_MARKER: DD = SURVEY DISK
 AA3979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3979_STAMPING: 29 005 1993
 AA3979_MARK LOGO: SCGS  
 AA3979_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3979+STABILITY: SURFACE MOTION
 AA3979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3979+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3979
 AA3979  HISTORY     - Date     Condition        Report By
 AA3979  HISTORY     - 1993     MONUMENTED       SCGS
 AA3979  HISTORY     - 19990504 GOOD             USPSQD
 AA3979
 AA3979                          STATION DESCRIPTION
 AA3979
 AA3979'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3979'STATION IS LOCATED 5.2 MILES (8.4 KM) NORTHEAST OF GREAT FALLS.
 AA3979'OWNERSHIP--JAMES CASKY, 3557 HOKE ROAD, LANCASTER, SC 29720, PHONE
 AA3979'803-285-3155. TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE
 AA3979'HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM) NORTHEAST OF GREAT FALLS, GO
 AA3979'EAST ON HIGHWAY 200 FOR 3.6 MILES (5.8 KM) TO THE JUNCTION OF STATE
 AA3979'ROAD 216 (MAJOR EVANS ROAD), TURN RIGHT ON ROAD 216 FOR 1.0 MILE (1.6
 AA3979'KM) TO THE STATION IN THE SOUTHEAST ANGLE OF A DRIVEWAY RIGHT LEADING
 AA3979'TO A LOCKED GATE AT AN OPEN FIELD. STATION IS A CONCRETE POST FLUSH
 AA3979'WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 54.8 FEET (16.7 M) SOUTH
 AA3979'SOUTHWEST OF THE CENTER OF THE ROAD, 7.3 FEET (2.2 M) EAST SOUTHEAST
 AA3979'OF THE CENTER OF THE DRIVEWAY, 3.5 FEET (1.1 M) NORTH NORTHWEST OF A
 AA3979'CEDAR GATE POST WITH A SCGS REFERENCE WASHER ATTACHED, 10.5 FEET (3.2
 AA3979'M) NORTHWEST OF A 1.3-FOOT PINE TREE WITH A CABLE ATTTACHED TO SUPPORT
 AA3979'A GATE POST, 3.0 FEET (0.9 M) NORTHWEST OF A WITNESS POST. DESCRIBED
 AA3979'BY T. HALL.
 AA3979
 AA3979                          STATION RECOVERY (1999)
 AA3979
 AA3979'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3996 ***********************************************************************
 AA3996  DESIGNATION -  29 005 X
 AA3996  PID         -  AA3996
 AA3996  STATE/COUNTY-  SC/LANCASTER
 AA3996  USGS QUAD   -  KERSHAW (1969)
 AA3996
 AA3996                         *CURRENT SURVEY CONTROL
 AA3996  ___________________________________________________________________
 AA3996* NAD 83(1986)-  34 33 04.     (N)    080 34 54.     (W)     SCALED    
 AA3996* NAVD 88     -       161.325  (meters)     529.28   (feet)  ADJUSTED  
 AA3996  ___________________________________________________________________
 AA3996  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AA3996  DYNAMIC HT  -         161.171 (meters)     528.78  (feet)  COMP
 AA3996  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 AA3996
 AA3996  VERT ORDER  -  FIRST     CLASS II
 AA3996
 AA3996.The horizontal coordinates were scaled from a topographic map and have
 AA3996.an estimated accuracy of +/- 6 seconds.
 AA3996
 AA3996.The orthometric height was determined by differential leveling
 AA3996.and adjusted by the National Geodetic Survey in September 1998..
 AA3996
 AA3996.The geoid height was determined by GEOID03.
 AA3996
 AA3996.The dynamic height is computed by dividing the NAVD 88
 AA3996.geopotential number by the normal gravity value computed on the
 AA3996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3996.degrees latitude (g = 980.6199 gals.).
 AA3996
 AA3996.The modeled gravity was interpolated from observed gravity values.
 AA3996
 AA3996;                    North         East    Units  Estimated Accuracy
 AA3996;SPC SC       -   301,480.      647,990.      MT  (+/- 180 meters Scaled)
 AA3996
 AA3996                          SUPERSEDED SURVEY CONTROL
 AA3996
 AA3996.No superseded survey control is available for this station.
 AA3996
 AA3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU383233(NAD 83)
 AA3996_MARKER: DD = SURVEY DISK
 AA3996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3996_STAMPING: 29 005 X 1993
 AA3996_MARK LOGO: SCGS  
 AA3996_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3996+STABILITY: SURFACE MOTION
 AA3996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3996+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 AA3996
 AA3996  HISTORY     - Date     Condition        Report By
 AA3996  HISTORY     - 1993     MONUMENTED       SCGS
 AA3996  HISTORY     - 19990413 GOOD             SCGS
 AA3996  HISTORY     - 19990512 GOOD             USPSQD
 AA3996
 AA3996                          STATION DESCRIPTION
 AA3996
 AA3996'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3996'STATION IS LOCATED IN KERSHAW. OWNERSHIP--MRS. C.E. HINSON, 203 EAST
 AA3996'CHURCH STREET, KERSHAW, SC 29067, PHONE 803-475-9355. TO REACH THE
 AA3996'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 521 BUSINESS (NORTH HAMPTON
 AA3996'STREET) AND 601 BUSINESS (HILTON STREET) IN KERSHAW, GO SOUTH ON
 AA3996'HIGHWAYS 521 AND 601 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE
 AA3996'ROAD 75 (CHURCH STREET), TURN LEFT ON ROAD 75 FOR 0.1 MILE (0.2 KM) TO
 AA3996'THE JUNCTION OF STATE ROAD 87 (HART STREET), CONTINUE ON ROAD 75 FOR
 AA3996'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHWEST
 AA3996'CORNER OF A BRICK HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE
 AA3996'GROUND AND LEVEL WITH THE ROAD, 89.5 FEET (27.3 M) NORTH OF THE CENTER
 AA3996'OF THE ROAD, 11.1 FEET (3.4 M) WEST OF THE SOUTHWEST CORNER OF THE
 AA3996'HOUSE (MAIN PART), 10.8 FEET (3.3 M) SOUTH OF THE SOUTHWEST CORNER OF
 AA3996'A FLORIDA ROOM, 60.1 FEET (18.3 M) NORTH OF A POWER POLE WITH A SCGS
 AA3996'REFERENCE WASHER ATTACHED. DESCRIBED BY C.E. GEOGHEGAN.
 AA3996
 AA3996                          STATION RECOVERY (1999)
 AA3996
 AA3996'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA3996'STATION IS LOCATED IN KERSHAW, 15.9 MILES (25.6 KM) SOUTHEAST OF
 AA3996'LANCASTER.  OWNERSHIP--WILLIAM HUNTER, 203 EAST CHURCH STREET,
 AA3996'KERSHAW, SC 29067, PHONE 803-475-8207.  TO REACH THE STATION FROM THE
 AA3996'SOUTH JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS (NORTH HAMPTON STREET)
 AA3996'AND 601 BUSINESS (HILTON STREET) IN KERSHAW, GO SOUTH SOUTHEAST ON
 AA3996'HIGHWAYS 521 AND 601 BUSINESS FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF
 AA3996'STATE ROAD 75 (CHURCH STREET) , TURN LEFT ON ROAD 75 FOR 0.1 MILE (0.2
 AA3996'KM) TO THE JUNCTION OF STATE ROAD 81 (NORTH HART STREET) , CONTINUE ON
 AA3996'ROAD 75 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE
 AA3996'SOUTHWEST CORNER OF A BRICK HOUSE NUMBER 203.  STATION IS CONCRETE
 AA3996'POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD,
 AA3996'89.2 FEET (27.2 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 11.0
 AA3996'FEET (3.4 M) WEST OF THE SOUTHWEST CORNER OF THE HOUSE (MAIN PART) ,
 AA3996'10.8 FEET (3.3 M) SOUTH OF THE SOUTHWEST CORNER OF A FLORIDA ROOM,
 AA3996'60.2 FEET (18.3 M) NORTH OF A POWER POLE WITH A SCGS REFERENCE WASHER
 AA3996'ATTACHED.  RECOVERED BY J.B.  SMOAK.
 AA3996
 AA3996                          STATION RECOVERY (1999)
 AA3996
 AA3996'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3980 ***********************************************************************
 AA3980  DESIGNATION -  29 006
 AA3980  PID         -  AA3980
 AA3980  STATE/COUNTY-  SC/LANCASTER
 AA3980  USGS QUAD   -  LANCASTER SE (1983)
 AA3980
 AA3980                         *CURRENT SURVEY CONTROL
 AA3980  ___________________________________________________________________
 AA3980* NAD 83(1986)-  34 37 25.     (N)    080 48 51.     (W)     SCALED    
 AA3980* NAVD 88     -       147.904  (meters)     485.25   (feet)  ADJUSTED  
 AA3980  ___________________________________________________________________
 AA3980  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AA3980  DYNAMIC HT  -         147.762 (meters)     484.78  (feet)  COMP
 AA3980  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 AA3980
 AA3980  VERT ORDER  -  FIRST     CLASS II
 AA3980
 AA3980.The horizontal coordinates were scaled from a topographic map and have
 AA3980.an estimated accuracy of +/- 6 seconds.
 AA3980
 AA3980.The orthometric height was determined by differential leveling
 AA3980.and adjusted by the National Geodetic Survey in September 1998..
 AA3980
 AA3980.The geoid height was determined by GEOID03.
 AA3980
 AA3980.The dynamic height is computed by dividing the NAVD 88
 AA3980.geopotential number by the normal gravity value computed on the
 AA3980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3980.degrees latitude (g = 980.6199 gals.).
 AA3980
 AA3980.The modeled gravity was interpolated from observed gravity values.
 AA3980
 AA3980;                    North         East    Units  Estimated Accuracy
 AA3980;SPC SC       -   309,460.      626,640.      MT  (+/- 180 meters Scaled)
 AA3980
 AA3980                          SUPERSEDED SURVEY CONTROL
 AA3980
 AA3980.No superseded survey control is available for this station.
 AA3980
 AA3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU170313(NAD 83)
 AA3980_MARKER: DD = SURVEY DISK
 AA3980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3980_STAMPING: 29 006 1993
 AA3980_MARK LOGO: SCGS  
 AA3980_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3980+STABILITY: SURFACE MOTION
 AA3980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3980+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3980
 AA3980  HISTORY     - Date     Condition        Report By
 AA3980  HISTORY     - 1993     MONUMENTED       SCGS
 AA3980  HISTORY     - 19990504 GOOD             USPSQD
 AA3980
 AA3980                          STATION DESCRIPTION
 AA3980
 AA3980'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3980'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTHEAST OF GREAT FALLS.
 AA3980'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3980'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EASTERN
 AA3980'JUNCTION OF STATE HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM) NORTHEAST OF
 AA3980'GREAT FALLS, GO EAST ON HIGHWAY 200 FOR 3.6 MILES (5.8 KM) TO THE
 AA3980'JUNCTION OF STATE ROAD 216 (MAJOR EVANS ROAD), TURN RIGHT ON ROAD 216
 AA3980'FOR 2.15 MILES (3.46 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 AA3980'POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AA3980'THE ROAD, 20.9 FEET (6.4 M) SOUTH OF THE CENTER OF THE ROAD, 4.3 FEET
 AA3980'(1.3 M) WEST OF A POWER POLE WITH TWO GUY WIRES AND A TRANSFORMER, 7.7
 AA3980'FEET (2.3 M) NORTHWEST OF A 0.6-FOOT PINE TREE WITH A SCGS REFERENCE
 AA3980'WASHER ATTACHED, 177.7 FEET (54.2 M) EAST NORTHEAST OF A SECURITY
 AA3980'LIGHT POLE NEAR AN OLD MOBILE HOME, 6.0 FEET (1.8 M) EAST OF A WITNESS
 AA3980'POST. DESCRIBED BY T. HALL.
 AA3980
 AA3980                          STATION RECOVERY (1999)
 AA3980
 AA3980'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4112 ***********************************************************************
 AA4112  DESIGNATION -  29 006 X
 AA4112  PID         -  AA4112
 AA4112  STATE/COUNTY-  SC/LANCASTER
 AA4112  USGS QUAD   -  KERSHAW (1969)
 AA4112
 AA4112                         *CURRENT SURVEY CONTROL
 AA4112  ___________________________________________________________________
 AA4112* NAD 83(1986)-  34 33 41.     (N)    080 33 50.     (W)     SCALED    
 AA4112* NAVD 88     -       145.584  (meters)     477.64   (feet)  ADJUSTED  
 AA4112  ___________________________________________________________________
 AA4112  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AA4112  DYNAMIC HT  -         145.446 (meters)     477.18  (feet)  COMP
 AA4112  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 AA4112
 AA4112  VERT ORDER  -  FIRST     CLASS II
 AA4112
 AA4112.The horizontal coordinates were scaled from a topographic map and have
 AA4112.an estimated accuracy of +/- 6 seconds.
 AA4112
 AA4112.The orthometric height was determined by differential leveling
 AA4112.and adjusted by the National Geodetic Survey in September 1998..
 AA4112
 AA4112.The geoid height was determined by GEOID03.
 AA4112
 AA4112.The dynamic height is computed by dividing the NAVD 88
 AA4112.geopotential number by the normal gravity value computed on the
 AA4112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4112.degrees latitude (g = 980.6199 gals.).
 AA4112
 AA4112.The modeled gravity was interpolated from observed gravity values.
 AA4112
 AA4112;                    North         East    Units  Estimated Accuracy
 AA4112;SPC SC       -   302,620.      649,620.      MT  (+/- 180 meters Scaled)
 AA4112
 AA4112                          SUPERSEDED SURVEY CONTROL
 AA4112
 AA4112.No superseded survey control is available for this station.
 AA4112
 AA4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU400244(NAD 83)
 AA4112_MARKER: DD = SURVEY DISK
 AA4112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4112_STAMPING: 29 006 X 1993
 AA4112_MARK LOGO: SCGS  
 AA4112_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4112+STABILITY: SURFACE MOTION
 AA4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4112+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 AA4112
 AA4112  HISTORY     - Date     Condition        Report By
 AA4112  HISTORY     - 1993     MONUMENTED       SCGS
 AA4112  HISTORY     - 19990413 GOOD             SCGS
 AA4112  HISTORY     - 19990512 GOOD             USPSQD
 AA4112
 AA4112                          STATION DESCRIPTION
 AA4112
 AA4112'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4112'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTHEAST OF KERSHAW.
 AA4112'OWNERSHIP--JAMES H. CLYBURN, 5880 GOLDMINE HIGHWAY, KERSHAW, SC 29067,
 AA4112'PHONE 803-475-8235. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA4112'HIGHWAYS 521 AND 601 (HILTON AND NORTH HAMPTON STREETS) IN KERSHAW, GO
 AA4112'EAST ON HIGHWAY 601 FOR 0.95 MILE (1.53 KM) TO THE JUNCTION OF STATE
 AA4112'ROAD 915, CONTINUE ON HIGHWAY 601 FOR 0.35 MILE (0.56 KM) TO A
 AA4112'DRIVEWAY LEFT LEADING TO A VINYL-SIDED HOUSE, TURN LEFT ON THE
 AA4112'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR THE SOUTHWEST
 AA4112'CORNER OF THE HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4112'AND 8.0 FEET (2.4 M) ABOVE THE HIGHWAY, 116.6 FEET (35.5 M) NORTH OF
 AA4112'THE CENTER OF THE HIGHWAY, 15.3 FEET (4.7 M) EAST SOUTHEAST OF THE
 AA4112'SOUTHWEST CORNER OF THE HOUSE, 17.8 FEET (5.4 M) EAST OF THE SOUTHWEST
 AA4112'CORNER OF THE PORCH, 15.9 FEET (4.8 M) SOUTHEAST OF THE SOUTHEAST
 AA4112'CORNER OF THE EAST CHIMNEY, 129.5 FEET (39.5 M) WEST OF A POWER POLE
 AA4112'WITH A SCGS REFERENCE WASHER ATTACHED. DESCRIBED BY C.E. GEOGHEGAN.
 AA4112
 AA4112                          STATION RECOVERY (1999)
 AA4112
 AA4112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4112'STATION IS LOCATED 1.3 MILES (2.1 KM) NORTHEAST OF KERSHAW, 16.1 MILES
 AA4112'(25.9 KM) SOUTHEAST OF LANCASTER.  OWNERSHIP--JAMES CLYBURN, 5880
 AA4112'GOLDMINE HIGHWAY, KERSHAW, SC 29067.  TO REACH THE STATION FROM THE
 AA4112'JUNCTION OF U.S.  HIGHWAYS 521 BUSINESS (NORTH HAMPTON STREET) AND 601
 AA4112'BUSINESS (HILTON STREET) IN KERSHAW, GO EAST NORTHEAST ON HIGHWAY 601
 AA4112'FOR 1.3 MILES (2.1 KM) TO A DRIVEWAY LEFT LEADING TO A VINYL-SIDED
 AA4112'HOUSE, BEAR LEFT ON THE SAND DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE
 AA4112'STATION NEAR THE SOUTHEAST CORNER OF THE HOUSE. STATION IS CONCRETE
 AA4112'POST FLUSH WITH THE GROUND AND 6.0 FEET (1.8 M) ABOVE THE HIGHWAY,
 AA4112'115.5 FEET (35.2 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 17.7
 AA4112'FEET (5.4 M) EAST OF THE SOUTHEAST CORNER OF THE PORCH OF THE HOUSE,
 AA4112'15.8 FEET (4.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF THE
 AA4112'CHIMNEY, 46.1 FEET (14.1 M) WEST NORTHWEST OF A 2.5-FOOT OAK TREE.
 AA4112'RECOVERED BY J.B.  SMOAK.
 AA4112
 AA4112                          STATION RECOVERY (1999)
 AA4112
 AA4112'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3981 ***********************************************************************
 AA3981  DESIGNATION -  29 007
 AA3981  PID         -  AA3981
 AA3981  STATE/COUNTY-  SC/LANCASTER
 AA3981  USGS QUAD   -  LANCASTER SE (1983)
 AA3981
 AA3981                         *CURRENT SURVEY CONTROL
 AA3981  ___________________________________________________________________
 AA3981* NAD 83(1986)-  34 37 26.     (N)    080 48 00.     (W)     SCALED    
 AA3981* NAVD 88     -       167.043  (meters)     548.04   (feet)  ADJUSTED  
 AA3981  ___________________________________________________________________
 AA3981  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AA3981  DYNAMIC HT  -         166.883 (meters)     547.52  (feet)  COMP
 AA3981  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 AA3981
 AA3981  VERT ORDER  -  FIRST     CLASS II
 AA3981
 AA3981.The horizontal coordinates were scaled from a topographic map and have
 AA3981.an estimated accuracy of +/- 6 seconds.
 AA3981
 AA3981.The orthometric height was determined by differential leveling
 AA3981.and adjusted by the National Geodetic Survey in September 1998..
 AA3981
 AA3981.The geoid height was determined by GEOID03.
 AA3981
 AA3981.The dynamic height is computed by dividing the NAVD 88
 AA3981.geopotential number by the normal gravity value computed on the
 AA3981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3981.degrees latitude (g = 980.6199 gals.).
 AA3981
 AA3981.The modeled gravity was interpolated from observed gravity values.
 AA3981
 AA3981;                    North         East    Units  Estimated Accuracy
 AA3981;SPC SC       -   309,490.      627,940.      MT  (+/- 180 meters Scaled)
 AA3981
 AA3981                          SUPERSEDED SURVEY CONTROL
 AA3981
 AA3981.No superseded survey control is available for this station.
 AA3981
 AA3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU183313(NAD 83)
 AA3981_MARKER: DD = SURVEY DISK
 AA3981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3981_STAMPING: 29 007 1993
 AA3981_MARK LOGO: SCGS  
 AA3981_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3981+STABILITY: SURFACE MOTION
 AA3981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3981+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3981
 AA3981  HISTORY     - Date     Condition        Report By
 AA3981  HISTORY     - 1993     MONUMENTED       SCGS
 AA3981  HISTORY     - 19990504 GOOD             USPSQD
 AA3981
 AA3981                          STATION DESCRIPTION
 AA3981
 AA3981'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3981'STATION IS LOCATED 6.7 MILES (10.8 KM) NORTHEAST OF GREAT FALLS.
 AA3981'OWNERSHIP--JAMES E. GHENT, SR., 2987 MAJOR EVANS ROAD, LANCASTER, SC
 AA3981'29720, PHONE 803-285-2470. TO REACH THE STATION FROM THE EASTERN
 AA3981'JUNCTION OF STATE HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM) NORTHEAST OF
 AA3981'GREAT FALLS, GO EAST ON HIGHWAY 200 FOR 3.6 MILES (5.8 KM) TO THE
 AA3981'JUNCTION OF STATE ROAD 216 (MAJOR EVANS ROAD), TURN RIGHT ON ROAD 216
 AA3981'FOR 2.8 MILES (4.5 KM) TO THE JUNCTION OF STATE ROAD 166, CONTINUE ON
 AA3981'ROAD 216 FOR 0.15 MILE (0.24 KM) TO THE STATION NEAR A POWER POLE IN
 AA3981'THE SOUTHEAST ANGLE OF A CONCRETE DRIVEWAY RIGHT LEADING TO A BRICK
 AA3981'HOUSE NUMBER 2987. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA3981'AND LEVEL WITH THE ROAD, 112.5 FEET (34.3 M) SOUTH OF THE CENTER OF
 AA3981'THE ROAD, 4.2 FEET (1.3 M) EAST SOUTHEAST OF THE EAST EDGE OF THE
 AA3981'DRIVEWAY, 3.6 FEET (1.1 M) WEST OF A POWER POLE WITH A SCGS REFERENCE
 AA3981'WASHER ATTACHED, 90.4 FEET (27.6 M) EAST OF THE NORTHEAST CORNER OF
 AA3981'THE BRICK CHIMNEY OF THE HOUSE, 93.9 FEET (28.6 M) NORTHEAST OF THE
 AA3981'SOUTHEAST CORNER OF THE HOUSE. DESCRIBED BY T. HALL.
 AA3981
 AA3981                          STATION RECOVERY (1999)
 AA3981
 AA3981'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4111 ***********************************************************************
 AA4111  DESIGNATION -  29 007 X
 AA4111  PID         -  AA4111
 AA4111  STATE/COUNTY-  SC/LANCASTER
 AA4111  USGS QUAD   -  KERSHAW (1969)
 AA4111
 AA4111                         *CURRENT SURVEY CONTROL
 AA4111  ___________________________________________________________________
 AA4111* NAD 83(1986)-  34 34 12.     (N)    080 33 31.     (W)     SCALED    
 AA4111* NAVD 88     -       112.155  (meters)     367.96   (feet)  ADJUSTED  
 AA4111  ___________________________________________________________________
 AA4111  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AA4111  DYNAMIC HT  -         112.048 (meters)     367.61  (feet)  COMP
 AA4111  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 AA4111
 AA4111  VERT ORDER  -  FIRST     CLASS II
 AA4111
 AA4111.The horizontal coordinates were scaled from a topographic map and have
 AA4111.an estimated accuracy of +/- 6 seconds.
 AA4111
 AA4111.The orthometric height was determined by differential leveling
 AA4111.and adjusted by the National Geodetic Survey in September 1998..
 AA4111
 AA4111.The geoid height was determined by GEOID03.
 AA4111
 AA4111.The dynamic height is computed by dividing the NAVD 88
 AA4111.geopotential number by the normal gravity value computed on the
 AA4111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4111.degrees latitude (g = 980.6199 gals.).
 AA4111
 AA4111.The modeled gravity was interpolated from observed gravity values.
 AA4111
 AA4111;                    North         East    Units  Estimated Accuracy
 AA4111;SPC SC       -   303,580.      650,100.      MT  (+/- 180 meters Scaled)
 AA4111
 AA4111                          SUPERSEDED SURVEY CONTROL
 AA4111
 AA4111.No superseded survey control is available for this station.
 AA4111
 AA4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU404254(NAD 83)
 AA4111_MARKER: DD = SURVEY DISK
 AA4111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4111_STAMPING: 29 007 X 1993
 AA4111_MARK LOGO: SCGS  
 AA4111_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4111+STABILITY: SURFACE MOTION
 AA4111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4111+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 AA4111
 AA4111  HISTORY     - Date     Condition        Report By
 AA4111  HISTORY     - 1993     MONUMENTED       SCGS
 AA4111  HISTORY     - 19990413 GOOD             SCGS
 AA4111  HISTORY     - 19990512 GOOD             USPSQD
 AA4111
 AA4111                          STATION DESCRIPTION
 AA4111
 AA4111'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4111'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTHEAST OF KERSHAW.
 AA4111'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4111'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4111'OF U.S. HIGHWAYS 521 AND 601 (HILTON AND NORTH HAMPTON STREETS) IN
 AA4111'KERSHAW, GO EAST ON HIGHWAY 601 FOR 1.85 MILES (2.98 KM) TO THE
 AA4111'JUNCTION OF STATE ROAD 564, CONTINUE ON HIGHWAY 601 FOR 0.15 MILE
 AA4111'(0.24 KM) TO THE STATION ON THE LEFT NEAR THE NORTH CORNER OF A BRIDGE
 AA4111'OVER LITTLE LYNCHES RIVER. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4111'GROUND AND LEVEL WITH THE HIGHWAY, 17.0 FEET (5.2 M) WEST NORTHWEST OF
 AA4111'THE CENTER OF THE HIGHWAY, 5.0 FEET (1.5 M) NORTH NORTHEAST OF THE
 AA4111'NORTH CORNER OF THE NORTH WINGWALL OF THE BRIDGE, 20.4 FEET (6.2 M)
 AA4111'SOUTH SOUTHWEST OF A WITNESS POST AT A ROAD SIGN POST. DESCRIBED BY
 AA4111'C.E. GEOGHEGAN.
 AA4111
 AA4111                          STATION RECOVERY (1999)
 AA4111
 AA4111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4111'STATION IS LOCATED 1.9 MILES (3.1 KM) NORTHEAST OF KERSHAW, 16.0 MILES
 AA4111'(25.7 KM) SOUTHEAST OF LANCASTER.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4111'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4111'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AA4111'521 BUSINESS (NORTH HAMPTON STREET) AND 601 BUSINESS (HILTON STREET)
 AA4111'IN KERSHAW, GO EAST NORTHEAST ON HIGHWAY 601 FOR 1.85 MILES (2.98 KM)
 AA4111'TO THE JUNCTION OF STATE ROAD 564 (GOLD MINE HIGHWAY) , CONTINUE ON
 AA4111'HIGHWAY 601 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR
 AA4111'THE NORTH CORNER OF THE BRIDGE OVER LITTLE LYNCHES RIVER. STATION IS A
 AA4111'CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH THE HIGHWAY,
 AA4111'17.2 FEET (5.2 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.9 FEET
 AA4111'(1.5 M) NORTH NORTHEAST OF THE NORTH CORNER OF THE NORTH WINGWALL OF
 AA4111'THE BRIDGE, 150.6 FEET (45.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AA4111'FENCE SURROUNDING A TELEPHONE SUBSTATION, 19.9 FEET (6.1 M) SOUTH
 AA4111'SOUTHWEST OF A WITNESS POST.  RECOVERED BY J.B. SMOAK.
 AA4111
 AA4111                          STATION RECOVERY (1999)
 AA4111
 AA4111'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3982 ***********************************************************************
 AA3982  DESIGNATION -  29 008
 AA3982  PID         -  AA3982
 AA3982  STATE/COUNTY-  SC/LANCASTER
 AA3982  USGS QUAD   -  LANCASTER SE (1983)
 AA3982
 AA3982                         *CURRENT SURVEY CONTROL
 AA3982  ___________________________________________________________________
 AA3982* NAD 83(1986)-  34 37 02.     (N)    080 47 01.     (W)     SCALED    
 AA3982* NAVD 88     -       177.431  (meters)     582.12   (feet)  ADJUSTED  
 AA3982  ___________________________________________________________________
 AA3982  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AA3982  DYNAMIC HT  -         177.260 (meters)     581.56  (feet)  COMP
 AA3982  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 AA3982
 AA3982  VERT ORDER  -  FIRST     CLASS II
 AA3982
 AA3982.The horizontal coordinates were scaled from a topographic map and have
 AA3982.an estimated accuracy of +/- 6 seconds.
 AA3982
 AA3982.The orthometric height was determined by differential leveling
 AA3982.and adjusted by the National Geodetic Survey in September 1998..
 AA3982
 AA3982.The geoid height was determined by GEOID03.
 AA3982
 AA3982.The dynamic height is computed by dividing the NAVD 88
 AA3982.geopotential number by the normal gravity value computed on the
 AA3982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3982.degrees latitude (g = 980.6199 gals.).
 AA3982
 AA3982.The modeled gravity was interpolated from observed gravity values.
 AA3982
 AA3982;                    North         East    Units  Estimated Accuracy
 AA3982;SPC SC       -   308,750.      629,440.      MT  (+/- 180 meters Scaled)
 AA3982
 AA3982                          SUPERSEDED SURVEY CONTROL
 AA3982
 AA3982.No superseded survey control is available for this station.
 AA3982
 AA3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU198306(NAD 83)
 AA3982_MARKER: DD = SURVEY DISK
 AA3982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3982_STAMPING: 29 008 1993
 AA3982_MARK LOGO: SCGS  
 AA3982_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3982+STABILITY: SURFACE MOTION
 AA3982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3982+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2000
 AA3982
 AA3982  HISTORY     - Date     Condition        Report By
 AA3982  HISTORY     - 1993     MONUMENTED       SCGS
 AA3982  HISTORY     - 19990504 GOOD             USPSQD
 AA3982  HISTORY     - 20000203 GOOD             SCGS
 AA3982
 AA3982                          STATION DESCRIPTION
 AA3982
 AA3982'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3982'STATION IS LOCATED 7.4 MILES (11.9 KM) EAST NORTHEAST OF GREAT FALLS,
 AA3982'6.4 MILES (10.3 KM) WEST NORTHWEST OF HEATH SPRINGS. OWNERSHIP--SCDOT,
 AA3982'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA3982'803-737-1350. TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE
 AA3982'HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM) NORTHEAST OF GREAT FALLS, GO
 AA3982'EAST ON HIGHWAY 200 FOR 3.6 MILES (5.8 KM) TO THE JUNCTION OF STATE
 AA3982'ROAD 216 (MAJOR EVANS ROAD), TURN RIGHT ON ROAD 216 FOR 2.8 MILES (4.5
 AA3982'KM) TO THE JUNCTION OF STATE ROAD 166, CONTINUE ON ROAD 216 FOR 1.2
 AA3982'MILES (1.9 KM) TO THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE
 AA3982'OF A DRIVEWAY RIGHT LEADING TO A VINYL-SIDED HOUSE, 0.1 MILE (0.2 KM)
 AA3982'EAST OF THE JUNCTION OF STATE ROAD 34. STATION IS A CONCRETE POST
 AA3982'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 22.6 FEET (6.9 M) SOUTH
 AA3982'OF THE CENTER OF THE ROAD, 2.2 FEET (0.7 M) EAST OF THE POWER POLE
 AA3982'NUMBER 10 WITH A TRANSFORMER, 124.0 FEET (37.8 M) NORTH OF THE
 AA3982'NORTHEAST CORNER OF THE BRICK FOUNDATION OF THE HOUSE, 94.9 FEET (28.9
 AA3982'M) NORTH NORTHEAST OF A SECURITY LIGHT POST, 63.3 FEET (19.3 M)
 AA3982'NORTHWEST OF THE CENTER OF THE DRIVEWAY, 2.2 FEET (0.7 M) EAST OF A
 AA3982'WITNESS POST. DESCRIBED BY T. HALL.
 AA3982
 AA3982                          STATION RECOVERY (1999)
 AA3982
 AA3982'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3982'RECOVERED IN GOOD CONDITION.
 AA3982
 AA3982                          STATION RECOVERY (2000)
 AA3982
 AA3982'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA3982'STATION IS LOCATED 7.4 MILES (11.9 KM) EAST NORTHEAST OF GREAT FALLS,
 AA3982'6.4 MILES (10.3 KM) WEST NORTHWEST OF HEATH SPRINGS. OWNERSHIP--SCDOT,
 AA3982'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA3982'803-737-1350.  TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE
 AA3982'HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM) NORTHEAST OF GREAT FALLS, GO
 AA3982'EAST ON HIGHWAY 200 FOR 3.6 MILES (5.8 KM) TO THE JUNCTION OF STATE
 AA3982'ROAD 216 (MAJOR EVANS ROAD) , TURN RIGHT ON ROAD 216 FOR 2.8 MILES
 AA3982'(4.5 KM) TO THE JUNCTION OF STATE ROAD 166, CONTINUE ON ROAD 216 FOR
 AA3982'1.2 MILES (1.9 KM) TO THE STATION NEAR A POWER POLE IN THE SOUTHWEST
 AA3982'ANGLE OF A DRIVEWAY RIGHT LEADING TO A VINYL-SIDED HOUSE, 0.1 MILE
 AA3982'(0.2 KM) EAST OF THE JUNCTION OF STATE ROAD 34.  STATION IS A CONCRETE
 AA3982'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 22.6 FEET (6.9 M)
 AA3982'SOUTH OF THE CENTER OF THE ROAD, 2.2 FEET (0.7 M) EAST OF THE POWER
 AA3982'POLE NUMBER 10/1362401 WITH A TRANSFORMER, 124.0 FEET (37.8 M) NORTH
 AA3982'OF THE NORTHEAST CORNER OF THE BRICK FOUNDATION OF THE HOUSE NUMBER
 AA3982'2533, 94.9 FEET (28.9 M) NORTH NORTHEAST OF A SECURITY LIGHT POST,
 AA3982'63.3 FEET (19.3 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY, 2.2 FEET
 AA3982'(0.7 M) EAST OF A WITNESS POST.  RECOVERED BY D.D.  WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4110 ***********************************************************************
 AA4110  DESIGNATION -  29 008 X
 AA4110  PID         -  AA4110
 AA4110  STATE/COUNTY-  SC/LANCASTER
 AA4110  USGS QUAD   -  KERSHAW (1969)
 AA4110
 AA4110                         *CURRENT SURVEY CONTROL
 AA4110  ___________________________________________________________________
 AA4110* NAD 83(1986)-  34 35 05.     (N)    080 32 57.     (W)     SCALED    
 AA4110* NAVD 88     -       164.629  (meters)     540.12   (feet)  ADJUSTED  
 AA4110  ___________________________________________________________________
 AA4110  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AA4110  DYNAMIC HT  -         164.472 (meters)     539.61  (feet)  COMP
 AA4110  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 AA4110
 AA4110  VERT ORDER  -  FIRST     CLASS II
 AA4110
 AA4110.The horizontal coordinates were scaled from a topographic map and have
 AA4110.an estimated accuracy of +/- 6 seconds.
 AA4110
 AA4110.The orthometric height was determined by differential leveling
 AA4110.and adjusted by the National Geodetic Survey in September 1998..
 AA4110
 AA4110.The geoid height was determined by GEOID03.
 AA4110
 AA4110.The dynamic height is computed by dividing the NAVD 88
 AA4110.geopotential number by the normal gravity value computed on the
 AA4110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4110.degrees latitude (g = 980.6199 gals.).
 AA4110
 AA4110.The modeled gravity was interpolated from observed gravity values.
 AA4110
 AA4110;                    North         East    Units  Estimated Accuracy
 AA4110;SPC SC       -   305,220.      650,960.      MT  (+/- 180 meters Scaled)
 AA4110
 AA4110                          SUPERSEDED SURVEY CONTROL
 AA4110
 AA4110.No superseded survey control is available for this station.
 AA4110
 AA4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU413270(NAD 83)
 AA4110_MARKER: DD = SURVEY DISK
 AA4110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4110_STAMPING: 29 008 X 1993
 AA4110_MARK LOGO: SCGS  
 AA4110_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4110+STABILITY: SURFACE MOTION
 AA4110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4110+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4110
 AA4110  HISTORY     - Date     Condition        Report By
 AA4110  HISTORY     - 1993     MONUMENTED       SCGS
 AA4110  HISTORY     - 19990519 GOOD             USPSQD
 AA4110
 AA4110                          STATION DESCRIPTION
 AA4110
 AA4110'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4110'STATION IS LOCATED 3.1 MILES (5.0 KM) NORTH NORTHEAST OF KERSHAW.
 AA4110'OWNERSHIP--JOSE BEREZ, 5133 GOLD MINE HIGHWAY, KERSHAW, SC 29067,
 AA4110'PHONE 803-475-7096. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA4110'HIGHWAYS 521 AND 601 (HILTON AND NORTH HAMPTON STREETS) IN KERSHAW, GO
 AA4110'EAST ON HIGHWAY 601 FOR 2.4 MILES (3.9 KM) TO THE JUNCTION OF STATE
 AA4110'ROAD 188, CONTINUE ON HIGHWAY 601 FOR 0.7 MILE (1.1 KM) TO A SAND
 AA4110'DRIVEWAY RIGHT LEADING TO A MOBILE HOME NUMBER 5133, TURN RIGHT ON THE
 AA4110'DRIVEWAY FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A POWER
 AA4110'POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 AA4110'(0.3 M) ABOVE THE DRIVEWAY, 5.8 FEET (1.8 M) EAST SOUTHEAST OF THE
 AA4110'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 50.5 FEET (15.4 M)
 AA4110'NORTH NORTHWEST OF THE CENTER OF THE DRIVEWAY, 27.4 FEET (8.4 M) WEST
 AA4110'SOUTHWEST OF THE WEST CORNER OF A SMALL WOODEN SHED, 92.0 FEET (28.0
 AA4110'M) WEST OF THE SOUTH CORNER OF THE MOBILE HOME. DESCRIBED BY C.E.
 AA4110'GEOGHEGAN.
 AA4110
 AA4110                          STATION RECOVERY (1999)
 AA4110
 AA4110'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3983 ***********************************************************************
 AA3983  DESIGNATION -  29 009
 AA3983  PID         -  AA3983
 AA3983  STATE/COUNTY-  SC/LANCASTER
 AA3983  USGS QUAD   -  LANCASTER SE (1983)
 AA3983
 AA3983                         *CURRENT SURVEY CONTROL
 AA3983  ___________________________________________________________________
 AA3983* NAD 83(2001)-  34 37 16.80016(N)    080 46 02.16974(W)     ADJUSTED  
 AA3983* NAVD 88     -       184.695  (meters)     605.95   (feet)  ADJUSTED  
 AA3983  ___________________________________________________________________
 AA3983  X           -     843,064.202 (meters)                     COMP
 AA3983  Y           -  -5,186,461.076 (meters)                     COMP
 AA3983  Z           -   3,603,464.077 (meters)                     COMP
 AA3983  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AA3983  ELLIP HEIGHT-         154.23  (meters)          (03/13/03) GPS OBS
 AA3983  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AA3983  DYNAMIC HT  -         184.517 (meters)     605.37  (feet)  COMP
 AA3983  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 AA3983
 AA3983  HORZ ORDER  -  FIRST
 AA3983  VERT ORDER  -  FIRST     CLASS II
 AA3983  ELLP ORDER  -  FOURTH    CLASS II
 AA3983
 AA3983.The horizontal coordinates were established by GPS observations
 AA3983.and adjusted by the National Geodetic Survey in March 2003..
 AA3983
 AA3983.The orthometric height was determined by differential leveling
 AA3983.and adjusted by the National Geodetic Survey in September 1998..
 AA3983
 AA3983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3983
 AA3983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3983
 AA3983.The ellipsoidal height was determined by GPS observations
 AA3983.and is referenced to NAD 83.
 AA3983
 AA3983.The geoid height was determined by GEOID03.
 AA3983
 AA3983.The dynamic height is computed by dividing the NAVD 88
 AA3983.geopotential number by the normal gravity value computed on the
 AA3983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3983.degrees latitude (g = 980.6199 gals.).
 AA3983
 AA3983.The modeled gravity was interpolated from observed gravity values.
 AA3983
 AA3983;                    North         East     Units Scale Factor Converg.
 AA3983;SPC SC       -   309,212.751   630,941.483   MT  0.99993156   +0 07 44.5
 AA3983;SPC SC       - 1,014,477.53  2,070,017.99   iFT  0.99993156   +0 07 44.5
 AA3983;UTM  17      - 3,831,076.303   521,334.446   MT  0.99960561   +0 07 56.0
 AA3983
 AA3983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3983!SPC SC       -   0.99997579  x   0.99993156  =   0.99990735
 AA3983!UTM  17      -   0.99997579  x   0.99960561  =   0.99958141
 AA3983
 AA3983                          SUPERSEDED SURVEY CONTROL
 AA3983
 AA3983  NAD 83(1986)-  34 37 16.81712(N)    080 46 02.17470(W) AD(       ) 1
 AA3983  NAD 83(1995)-  34 37 16.80008(N)    080 46 02.16928(W) AD(       ) 1
 AA3983  ELLIP H (09/28/01)  154.25   (m)                       GP(       ) 4 1
 AA3983  NAVD 88 (09/28/01)  184.69   (m)          605.9    (f) LEVELING    3  
 AA3983
 AA3983.Superseded values are not recommended for survey control.
 AA3983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3983.See file dsdata.txt to determine how the superseded data were derived.
 AA3983
 AA3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2133431076(NAD 83)
 AA3983_MARKER: DD = SURVEY DISK
 AA3983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3983_STAMPING: 29 009 1993
 AA3983_MARK LOGO: SCGS  
 AA3983_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3983+STABILITY: SURFACE MOTION
 AA3983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3983+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2000
 AA3983
 AA3983  HISTORY     - Date     Condition        Report By
 AA3983  HISTORY     - 1993     MONUMENTED       SCGS
 AA3983  HISTORY     - 19990504 GOOD             USPSQD
 AA3983  HISTORY     - 20000204 GOOD             SCGS
 AA3983
 AA3983                          STATION DESCRIPTION
 AA3983
 AA3983'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3983'STATION IS LOCATED 5.6 MILES (9.0 KM) WEST NORTHWEST OF HEATH SPRINGS.
 AA3983'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3983'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EASTERN
 AA3983'JUNCTION OF STATE HIGHWAYS 97 AND 200, 1.8 MILES (2.9 KM) NORTHEAST OF
 AA3983'GREAT FALLS, GO EAST ON HIGHWAY 200 FOR 3.6 MILES (5.8 KM) TO THE
 AA3983'JUNCTION OF STATE ROAD 216 (MAJOR EVANS ROAD), TURN RIGHT ON ROAD 216
 AA3983'FOR 4.1 MILES (6.6 KM) TO THE JUNCTION OF STATE ROAD 34, TURN LEFT ON
 AA3983'ROAD 34 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 19,
 AA3983'CONTINUE ON ROAD 34 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT
 AA3983'NEAR A BRICK SIGN IN FRONT OF THE NEW HOPE BAPTIST CHURCH. STATION IS
 AA3983'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 25.8
 AA3983'FEET (7.9 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 2.6 FEET (0.8
 AA3983'M) WEST OF THE SOUTHWEST CORNER OF THE SIGN BOX, 66.8 FEET (20.4 M)
 AA3983'SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH, 40.1 FEET (12.2 M) EAST
 AA3983'OF THE NORTHEAST CORNER OF A HEADSTONE FOR ANDREW W. MACKEY. DESCRIBED
 AA3983'BY T. HALL.
 AA3983
 AA3983                          STATION RECOVERY (1999)
 AA3983
 AA3983'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3983'RECOVERED IN GOOD CONDITION.
 AA3983
 AA3983                          STATION RECOVERY (2000)
 AA3983
 AA3983'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA3983'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4107 ***********************************************************************
 AA4107  DESIGNATION -  29 009 X
 AA4107  PID         -  AA4107
 AA4107  STATE/COUNTY-  SC/LANCASTER
 AA4107  USGS QUAD   -  TAXAHAW (1983)
 AA4107
 AA4107                         *CURRENT SURVEY CONTROL
 AA4107  ___________________________________________________________________
 AA4107* NAD 83(1986)-  34 37 45.     (N)    080 31 51.     (W)     SCALED    
 AA4107* NAVD 88     -       177.429  (meters)     582.12   (feet)  ADJUSTED  
 AA4107  ___________________________________________________________________
 AA4107  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AA4107  DYNAMIC HT  -         177.259 (meters)     581.56  (feet)  COMP
 AA4107  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 AA4107
 AA4107  VERT ORDER  -  FIRST     CLASS II
 AA4107
 AA4107.The horizontal coordinates were scaled from a topographic map and have
 AA4107.an estimated accuracy of +/- 6 seconds.
 AA4107
 AA4107.The orthometric height was determined by differential leveling
 AA4107.and adjusted by the National Geodetic Survey in September 1998..
 AA4107
 AA4107.The geoid height was determined by GEOID03.
 AA4107
 AA4107.The dynamic height is computed by dividing the NAVD 88
 AA4107.geopotential number by the normal gravity value computed on the
 AA4107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4107.degrees latitude (g = 980.6199 gals.).
 AA4107
 AA4107.The modeled gravity was interpolated from observed gravity values.
 AA4107
 AA4107;                    North         East    Units  Estimated Accuracy
 AA4107;SPC SC       -   310,160.      652,620.      MT  (+/- 180 meters Scaled)
 AA4107
 AA4107                          SUPERSEDED SURVEY CONTROL
 AA4107
 AA4107.No superseded survey control is available for this station.
 AA4107
 AA4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU430320(NAD 83)
 AA4107_MARKER: DD = SURVEY DISK
 AA4107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4107_STAMPING: 29 009 X 1993
 AA4107_MARK LOGO: SCGS  
 AA4107_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4107+STABILITY: SURFACE MOTION
 AA4107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4107+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4107
 AA4107  HISTORY     - Date     Condition        Report By
 AA4107  HISTORY     - 1993     MONUMENTED       SCGS
 AA4107  HISTORY     - 19990519 GOOD             USPSQD
 AA4107
 AA4107                          STATION DESCRIPTION
 AA4107
 AA4107'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4107'STATION IS LOCATED 6.1 MILES (9.8 KM) NORTH NORTHEAST OF KERSHAW.
 AA4107'OWNERSHIP--ROBERT WILLIAMS, 3734 GOLDMINE HIGHWAY, KERSHAW, SC 29067,
 AA4107'PHONE 803-475-0672. TO REACH THE STATION FROM THE SOUTHWEST JUNCTION
 AA4107'OF U.S. HIGHWAY 601 (GOLD MINE HIGHWAY) AND STATE HIGHWAY 903, 6.7
 AA4107'MILES (10.8 KM) NORTH NORTHEAST OF KERSHAW, GO SOUTH SOUTHWEST ON
 AA4107'HIGHWAY 601 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT NEAR A
 AA4107'GUY WIRE ANCHOR FOR A POWER POLE IN THE SIDE YARD OF A SHINGLE-SIDED
 AA4107'HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AA4107'THE HIGHWAY, 81.3 FEET (24.8 M) WEST OF THE CENTER OF THE HIGHWAY,
 AA4107'38.0 FEET (11.6 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE
 AA4107'ATTACHED GARAGE, 44.0 FEET (13.4 M) NORTHEAST OF THE NORTHWEST CORNER
 AA4107'OF THE ATTACHED GARAGE, 38.9 FEET (11.9 M) WEST SOUTHWEST OF A POWER
 AA4107'POLE WITH A TRANSFORMER AND A GUY WIRE, 54.7 FEET (16.7 M) WEST
 AA4107'SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 2800/088, 17.0 FEET (5.2
 AA4107'M) SOUTHWEST OF A GUY WIRE ANCHOR. DESCRIBED BY C.E. GEOGHEGAN.
 AA4107
 AA4107                          STATION RECOVERY (1999)
 AA4107
 AA4107'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3986 ***********************************************************************
 AA3986  DESIGNATION -  29 010
 AA3986  PID         -  AA3986
 AA3986  STATE/COUNTY-  SC/LANCASTER
 AA3986  USGS QUAD   -  HEATH SPRINGS (1968)
 AA3986
 AA3986                         *CURRENT SURVEY CONTROL
 AA3986  ___________________________________________________________________
 AA3986* NAD 83(1986)-  34 36 25.     (N)    080 44 43.     (W)     SCALED    
 AA3986* NAVD 88     -       202.074  (meters)     662.97   (feet)  ADJUSTED  
 AA3986  ___________________________________________________________________
 AA3986  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AA3986  DYNAMIC HT  -         201.879 (meters)     662.33  (feet)  COMP
 AA3986  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 AA3986
 AA3986  VERT ORDER  -  FIRST     CLASS II
 AA3986
 AA3986.The horizontal coordinates were scaled from a topographic map and have
 AA3986.an estimated accuracy of +/- 6 seconds.
 AA3986
 AA3986.The orthometric height was determined by differential leveling
 AA3986.and adjusted by the National Geodetic Survey in September 1998..
 AA3986
 AA3986.The geoid height was determined by GEOID03.
 AA3986
 AA3986.The dynamic height is computed by dividing the NAVD 88
 AA3986.geopotential number by the normal gravity value computed on the
 AA3986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3986.degrees latitude (g = 980.6199 gals.).
 AA3986
 AA3986.The modeled gravity was interpolated from observed gravity values.
 AA3986
 AA3986;                    North         East    Units  Estimated Accuracy
 AA3986;SPC SC       -   307,620.      632,960.      MT  (+/- 180 meters Scaled)
 AA3986
 AA3986                          SUPERSEDED SURVEY CONTROL
 AA3986
 AA3986.No superseded survey control is available for this station.
 AA3986
 AA3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU233294(NAD 83)
 AA3986_MARKER: DD = SURVEY DISK
 AA3986_SETTING: 66 = SET IN ROCK OUTCROP
 AA3986_STAMPING: 29 010 1993
 AA3986_MARK LOGO: SCGS  
 AA3986_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3986+STABILITY: POSITION/ELEVATION WELL
 AA3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3986+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3986
 AA3986  HISTORY     - Date     Condition        Report By
 AA3986  HISTORY     - 1993     MONUMENTED       SCGS
 AA3986  HISTORY     - 19990504 GOOD             USPSQD
 AA3986
 AA3986                          STATION DESCRIPTION
 AA3986
 AA3986'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3986'STATION IS LOCATED 4.1 MILES (6.6 KM) WEST NORTHWEST OF HEATH SPRINGS.
 AA3986'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3986'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE SOUTH
 AA3986'JUNCTION OF U.S. HIGHWAY 521 (NORTH MAIN STREET) AND STATE HIGHWAY 522
 AA3986'(WEST CASTON STREET) IN HEATH SPRINGS, GO NORTH ON HIGHWAY 521 AND 522
 AA3986'FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 34 (NEW HOPE
 AA3986'ROAD), TURN LEFT ON ROAD 34 FOR 3.75 MILES (6.03 KM) TO THE JUNCTION
 AA3986'OF STATE ROAD 620, CONTINUE ON ROAD 34 FOR 0.3 MILE (0.5 KM) TO THE
 AA3986'STATION ON THE RIGHT IN THE TOP OF LARGE ROCK OUTCROPPING NEAR THE
 AA3986'ROAD. STATION IS A DRILL MARK IN ROCK OUTCROPPING AND 2.5 FEET (0.8 M)
 AA3986'ABOVE THE ROAD, 42.0 FEET (12.8 M) EAST NORTHEAST OF THE CENTER OF THE
 AA3986'ROAD, 220.0 FEET (67.1 M) NORTH OF A POWER POLE NUMBER 30 ACROSS THE
 AA3986'ROAD WITH A GUY WIRE TO A POWER LINE STUB POLE ON THE EAST SIDE OF THE
 AA3986'ROAD, 15.7 FEET (4.8 M) EAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 AA3986
 AA3986                          STATION RECOVERY (1999)
 AA3986
 AA3986'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4105 ***********************************************************************
 AA4105  DESIGNATION -  29 010 X
 AA4105  PID         -  AA4105
 AA4105  STATE/COUNTY-  SC/LANCASTER
 AA4105  USGS QUAD   -  TAXAHAW (1983)
 AA4105
 AA4105                         *CURRENT SURVEY CONTROL
 AA4105  ___________________________________________________________________
 AA4105* NAD 83(2001)-  34 38 30.21797(N)    080 31 07.62191(W)     ADJUSTED  
 AA4105* NAVD 88     -       169.991  (meters)     557.71   (feet)  ADJUSTED  
 AA4105  ___________________________________________________________________
 AA4105  X           -     865,335.515 (meters)                     COMP
 AA4105  Y           -  -5,181,475.838 (meters)                     COMP
 AA4105  Z           -   3,605,317.221 (meters)                     COMP
 AA4105  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AA4105  ELLIP HEIGHT-         139.40  (meters)          (03/13/03) GPS OBS
 AA4105  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 AA4105  DYNAMIC HT  -         169.828 (meters)     557.18  (feet)  COMP
 AA4105  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 AA4105
 AA4105  HORZ ORDER  -  FIRST
 AA4105  VERT ORDER  -  FIRST     CLASS II
 AA4105  ELLP ORDER  -  FOURTH    CLASS II
 AA4105
 AA4105.The horizontal coordinates were established by GPS observations
 AA4105.and adjusted by the National Geodetic Survey in March 2003..
 AA4105
 AA4105.The orthometric height was determined by differential leveling
 AA4105.and adjusted by the National Geodetic Survey in September 1998..
 AA4105
 AA4105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4105
 AA4105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4105
 AA4105.The ellipsoidal height was determined by GPS observations
 AA4105.and is referenced to NAD 83.
 AA4105
 AA4105.The geoid height was determined by GEOID03.
 AA4105
 AA4105.The dynamic height is computed by dividing the NAVD 88
 AA4105.geopotential number by the normal gravity value computed on the
 AA4105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4105.degrees latitude (g = 980.6199 gals.).
 AA4105
 AA4105.The modeled gravity was interpolated from observed gravity values.
 AA4105
 AA4105;                    North         East     Units Scale Factor Converg.
 AA4105;SPC SC       -   311,553.651   653,717.039   MT  0.99993754   +0 16 00.4
 AA4105;SPC SC       - 1,022,157.65  2,144,740.94   iFT  0.99993754   +0 16 00.4
 AA4105;UTM  17      - 3,833,418.427   544,102.491   MT  0.99962397   +0 16 24.8
 AA4105
 AA4105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4105!SPC SC       -   0.99997812  x   0.99993754  =   0.99991566
 AA4105!UTM  17      -   0.99997812  x   0.99962397  =   0.99960210
 AA4105
 AA4105                          SUPERSEDED SURVEY CONTROL
 AA4105
 AA4105  NAD 83(1986)-  34 38 30.23391(N)    080 31 07.62789(W) AD(       ) 1
 AA4105  NAD 83(1995)-  34 38 30.21820(N)    080 31 07.62197(W) AD(       ) 1
 AA4105  ELLIP H (09/28/01)  139.40   (m)                       GP(       ) 4 1
 AA4105  NAVD 88 (09/28/01)  169.99   (m)          557.7    (f) LEVELING    3  
 AA4105
 AA4105.Superseded values are not recommended for survey control.
 AA4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4105.See file dsdata.txt to determine how the superseded data were derived.
 AA4105
 AA4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU4410233418(NAD 83)
 AA4105_MARKER: DD = SURVEY DISK
 AA4105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4105_STAMPING: 29 010 X 1993
 AA4105_MARK LOGO: SCGS  
 AA4105_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4105+STABILITY: SURFACE MOTION
 AA4105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4105+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2000
 AA4105
 AA4105  HISTORY     - Date     Condition        Report By
 AA4105  HISTORY     - 1993     MONUMENTED       SCGS
 AA4105  HISTORY     - 19990519 GOOD             USPSQD
 AA4105  HISTORY     - 20000204 GOOD             SCGS
 AA4105
 AA4105                          STATION DESCRIPTION
 AA4105
 AA4105'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4105'STATION IS LOCATED 7.4 MILES (11.9 KM) NORTHEAST OF KERSHAW, 11.5
 AA4105'MILES (18.5 KM) SOUTHWEST OF PAGELAND. OWNERSHIP--GEORGE T. SMALL, JR,
 AA4105'3235 GOLD MINE HIGHWAY, KERSHAW, SC 29067, PHONE 803-475-2623. TO
 AA4105'REACH THE STATION FROM THE NORTHEAST JUNCTION OF U.S. HIGHWAY 601
 AA4105'(GOLD MINE HIGHWAY) AND STATE HIGHWAY 903, 6.8 MILES (10.9 KM) NORTH
 AA4105'NORTHEAST OF KERSHAW, GO NORTHEAST ON HIGHWAY 601 FOR 0.65 MILE (1.05
 AA4105'KM) TO A SAND DRIVEWAY RIGHT LEADING TO A BRICK HOUSE, TURN RIGHT ON
 AA4105'THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE HOUSE AND THE STATION ON
 AA4105'THE RIGHT NEAR A CONCRETE BLOCK WELL HOUSE. STATION IS A CONCRETE POST
 AA4105'FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 37.0 FEET (11.3 M)
 AA4105'SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 9.7 FEET (3.0 M)
 AA4105'WEST NORTHWEST OF THE NORTHWEST CORNER OF THE WELL HOUSE, 44.9 FEET
 AA4105'(13.7 M) NORTH NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 49.5 FEET
 AA4105'(15.1 M) WEST NORTHWEST OF A SECURITY LIGHT POLE, 107.7 FEET (32.8 M)
 AA4105'NORTH NORTHEAST OF THE NORTHWEST CORNER OF ANOTHER BRICK HOUSE.
 AA4105'DESCRIBED BY C.E. GEOGHEGAN.
 AA4105
 AA4105                          STATION RECOVERY (1999)
 AA4105
 AA4105'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4105'RECOVERED IN GOOD CONDITION.
 AA4105
 AA4105                          STATION RECOVERY (2000)
 AA4105
 AA4105'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4105'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3988 ***********************************************************************
 AA3988  DESIGNATION -  29 011
 AA3988  PID         -  AA3988
 AA3988  STATE/COUNTY-  SC/LANCASTER
 AA3988  USGS QUAD   -  HEATH SPRINGS (1968)
 AA3988
 AA3988                         *CURRENT SURVEY CONTROL
 AA3988  ___________________________________________________________________
 AA3988* NAD 83(1986)-  34 35 58.     (N)    080 42 57.     (W)     SCALED    
 AA3988* NAVD 88     -       190.649  (meters)     625.49   (feet)  ADJUSTED  
 AA3988  ___________________________________________________________________
 AA3988  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AA3988  DYNAMIC HT  -         190.464 (meters)     624.88  (feet)  COMP
 AA3988  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 AA3988
 AA3988  VERT ORDER  -  FIRST     CLASS II
 AA3988
 AA3988.The horizontal coordinates were scaled from a topographic map and have
 AA3988.an estimated accuracy of +/- 6 seconds.
 AA3988
 AA3988.The orthometric height was determined by differential leveling
 AA3988.and adjusted by the National Geodetic Survey in September 1998..
 AA3988
 AA3988.The geoid height was determined by GEOID03.
 AA3988
 AA3988.The dynamic height is computed by dividing the NAVD 88
 AA3988.geopotential number by the normal gravity value computed on the
 AA3988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3988.degrees latitude (g = 980.6199 gals.).
 AA3988
 AA3988.The modeled gravity was interpolated from observed gravity values.
 AA3988
 AA3988;                    North         East    Units  Estimated Accuracy
 AA3988;SPC SC       -   306,800.      635,670.      MT  (+/- 180 meters Scaled)
 AA3988
 AA3988                          SUPERSEDED SURVEY CONTROL
 AA3988
 AA3988.No superseded survey control is available for this station.
 AA3988
 AA3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU260286(NAD 83)
 AA3988_MARKER: DD = SURVEY DISK
 AA3988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3988_STAMPING: 29 011 1993
 AA3988_MARK LOGO: SCGS  
 AA3988_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3988+STABILITY: SURFACE MOTION
 AA3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3988+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3988
 AA3988  HISTORY     - Date     Condition        Report By
 AA3988  HISTORY     - 1993     MONUMENTED       SCGS
 AA3988  HISTORY     - 19990504 GOOD             USPSQD
 AA3988
 AA3988                          STATION DESCRIPTION
 AA3988
 AA3988'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3988'STATION IS LOCATED 2.3 MILES (3.7 KM) WEST OF HEATH SPRINGS.
 AA3988'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3988'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE SOUTH
 AA3988'JUNCTION OF U.S. HIGHWAY 521 (NORTH MAIN STREET) AND STATE HIGHWAY 522
 AA3988'(WEST CASTON STREET) IN HEATH SPRINGS, GO NORTH ON HIGHWAY 521 AND 522
 AA3988'FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 34 (NEW HOPE
 AA3988'ROAD), TURN LEFT ON ROAD 34 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF
 AA3988'STATE ROAD 617 (FAIRFIELD ROAD), CONTINUE ON ROAD 34 FOR 0.6 MILE (1.0
 AA3988'KM) TO THE STATION NEAR THE NORTHWEST CORNER OF A GRANITE STATE
 AA3988'MONUMENT MARKING THE BIRTHPLACE OF DOCTOR JAMES MARION SIMS (FATHER OF
 AA3988'MODERN GYNECOLOGY)IN THE NORTHWEST ANGLE OF A SAND ROAD RIGHT LEADING
 AA3988'TO A LOCKED GATE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA3988'LEVEL WITH THE ROAD, 67.7 FEET (20.6 M) NORTH OF THE CENTER OF ROAD
 AA3988'34, 4.2 FEET (1.3 M) NORTH OF THE NORTHWEST CORNER OF THE MONUMENT,
 AA3988'66.8 FEET (20.4 M) WEST OF A 1.0-FOOT PINE TREE WITH A SCGS REFERENCE
 AA3988'WASHER ATTACHED, 108.6 FEET (33.1 M) EAST OF A 1.5-FOOT OAK TREE WITH
 AA3988'A SCGS REFERENCE WASHER ATTACHED, 86.7 FEET (26.4 M) WEST OF THE
 AA3988'CENTER OF THE SAND ROAD, 34.9 FEET (10.6 M) SOUTH OF A WITNESS POST.
 AA3988'DESCRIBED BY T. HALL.
 AA3988
 AA3988                          STATION RECOVERY (1999)
 AA3988
 AA3988'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4104 ***********************************************************************
 AA4104  DESIGNATION -  29 011 X
 AA4104  PID         -  AA4104
 AA4104  STATE/COUNTY-  SC/LANCASTER
 AA4104  USGS QUAD   -  TAXAHAW (1983)
 AA4104
 AA4104                         *CURRENT SURVEY CONTROL
 AA4104  ___________________________________________________________________
 AA4104* NAD 83(1986)-  34 39 09.     (N)    080 30 55.     (W)     SCALED    
 AA4104* NAVD 88     -       109.036  (meters)     357.73   (feet)  ADJUSTED  
 AA4104  ___________________________________________________________________
 AA4104  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AA4104  DYNAMIC HT  -         108.932 (meters)     357.39  (feet)  COMP
 AA4104  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 AA4104
 AA4104  VERT ORDER  -  FIRST     CLASS II
 AA4104
 AA4104.The horizontal coordinates were scaled from a topographic map and have
 AA4104.an estimated accuracy of +/- 6 seconds.
 AA4104
 AA4104.The orthometric height was determined by differential leveling
 AA4104.and adjusted by the National Geodetic Survey in September 1998..
 AA4104
 AA4104.The geoid height was determined by GEOID03.
 AA4104
 AA4104.The dynamic height is computed by dividing the NAVD 88
 AA4104.geopotential number by the normal gravity value computed on the
 AA4104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4104.degrees latitude (g = 980.6199 gals.).
 AA4104
 AA4104.The modeled gravity was interpolated from observed gravity values.
 AA4104
 AA4104;                    North         East    Units  Estimated Accuracy
 AA4104;SPC SC       -   312,750.      654,030.      MT  (+/- 180 meters Scaled)
 AA4104
 AA4104                          SUPERSEDED SURVEY CONTROL
 AA4104
 AA4104.No superseded survey control is available for this station.
 AA4104
 AA4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU444346(NAD 83)
 AA4104_MARKER: DD = SURVEY DISK
 AA4104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4104_STAMPING: 29 011 X 1993
 AA4104_MARK LOGO: SCGS  
 AA4104_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4104+STABILITY: SURFACE MOTION
 AA4104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4104+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4104
 AA4104  HISTORY     - Date     Condition        Report By
 AA4104  HISTORY     - 1993     MONUMENTED       SCGS
 AA4104  HISTORY     - 19990519 GOOD             USPSQD
 AA4104
 AA4104                          STATION DESCRIPTION
 AA4104
 AA4104'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4104'STATION IS LOCATED 8.2 MILES (13.2 KM) NORTHEAST OF KERSHAW, 9.9 MILES
 AA4104'(15.9 KM) SOUTHWEST OF PAGELAND. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4104'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4104'TO REACH THE STATION FROM THE NORTHEAST JUNCTION OF U.S. HIGHWAY 601
 AA4104'(GOLD MINE HIGHWAY) AND STATE HIGHWAY 903, 6.8 MILES (10.9 KM) NORTH
 AA4104'NORTHEAST OF KERSHAW, GO NORTHEAST ON HIGHWAY 601 FOR 1.35 MILES (2.17
 AA4104'KM) TO THE STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF A BRIDGE
 AA4104'OVER FLAT CREEK. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT (6.1
 AA4104'CM) AND LEVEL WITH THE HIGHWAY, 19.6 FEET (6.0 M) EAST SOUTHEAST OF
 AA4104'THE CENTER OF THE HIGHWAY, 16.7 FEET (5.1 M) NORTHEAST OF THE EAST
 AA4104'CORNER OF THE CONCRETE WINGWALL OF THE BRIDGE, 49.3 FEET (15.0 M)
 AA4104'SOUTH SOUTHWEST OF A WOODEN GUARDRAIL POST WITH A SCGS REFERENCE
 AA4104'WASHER ATTACHED AT THE END OF THE STEEL GUARDRAIL, 13.8 FEET (4.2 M)
 AA4104'NORTHEAST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4104
 AA4104                          STATION RECOVERY (1999)
 AA4104
 AA4104'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3989 ***********************************************************************
 AA3989  DESIGNATION -  29 012
 AA3989  PID         -  AA3989
 AA3989  STATE/COUNTY-  SC/LANCASTER
 AA3989  USGS QUAD   -  HEATH SPRINGS (1968)
 AA3989
 AA3989                         *CURRENT SURVEY CONTROL
 AA3989  ___________________________________________________________________
 AA3989* NAD 83(1986)-  34 35 52.     (N)    080 42 00.     (W)     SCALED    
 AA3989* NAVD 88     -       215.011  (meters)     705.42   (feet)  ADJUSTED  
 AA3989  ___________________________________________________________________
 AA3989  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AA3989  DYNAMIC HT  -         214.803 (meters)     704.73  (feet)  COMP
 AA3989  MODELED GRAV-     979,661.7   (mgal)                       NAVD 88
 AA3989
 AA3989  VERT ORDER  -  FIRST     CLASS II
 AA3989
 AA3989.The horizontal coordinates were scaled from a topographic map and have
 AA3989.an estimated accuracy of +/- 6 seconds.
 AA3989
 AA3989.The orthometric height was determined by differential leveling
 AA3989.and adjusted by the National Geodetic Survey in September 1998..
 AA3989
 AA3989.The geoid height was determined by GEOID03.
 AA3989
 AA3989.The dynamic height is computed by dividing the NAVD 88
 AA3989.geopotential number by the normal gravity value computed on the
 AA3989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3989.degrees latitude (g = 980.6199 gals.).
 AA3989
 AA3989.The modeled gravity was interpolated from observed gravity values.
 AA3989
 AA3989;                    North         East    Units  Estimated Accuracy
 AA3989;SPC SC       -   306,620.      637,120.      MT  (+/- 180 meters Scaled)
 AA3989
 AA3989                          SUPERSEDED SURVEY CONTROL
 AA3989
 AA3989.No superseded survey control is available for this station.
 AA3989
 AA3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU275284(NAD 83)
 AA3989_MARKER: DD = SURVEY DISK
 AA3989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3989_STAMPING: 29 012 1993
 AA3989_MARK LOGO: SCGS  
 AA3989_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3989+STABILITY: SURFACE MOTION
 AA3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3989+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3989
 AA3989  HISTORY     - Date     Condition        Report By
 AA3989  HISTORY     - 1993     MONUMENTED       SCGS
 AA3989  HISTORY     - 19990504 GOOD             USPSQD
 AA3989
 AA3989                          STATION DESCRIPTION
 AA3989
 AA3989'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3989'STATION IS LOCATED 1.4 MILES (2.3 KM) WEST OF HEATH SPRINGS.
 AA3989'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3989'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE SOUTH
 AA3989'JUNCTION OF U.S. HIGHWAY 521 (NORTH MAIN STREET) AND STATE HIGHWAY 522
 AA3989'(WEST CASTON STREET) IN HEATH SPRINGS, GO NORTH ON HIGHWAY 521 AND 522
 AA3989'FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 34 (NEW HOPE
 AA3989'ROAD), TURN LEFT ON ROAD 34 FOR 1.0 MILE (1.6 KM) TO THE STATION IN
 AA3989'THE SOUTHWEST ANGLE OF A CONCRETE DRIVEWAY LEFT LEADING TO A WOODEN
 AA3989'HOUSE NUMBER 527. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA3989'0.5 FOOT (15.2 CM) BELOW THE ROAD, 79.4 FEET (24.2 M) SOUTHEAST OF A
 AA3989'POWER POLE NUMBER 1387002 WITH A TRANSFORMER AND TWO GUY WIRES, 4.7
 AA3989'FEET (1.4 M) WEST SOUTHWEST OF A WOODEN FENCE CORNER POST, 22.0 FEET
 AA3989'(6.7 M) SOUTH OF THE CENTER OF THE ROAD, 14.7 FEET (4.5 M) SOUTHEAST
 AA3989'OF THE CENTER OF THE DRIVEWAY, 11.4 FEET (3.5 M) EAST NORTHEAST OF THE
 AA3989'NORTHEAST CORNER OF THE CARPORT OF THE HOUSE, 4.7 FEET (1.4 M) WEST OF
 AA3989'A WIRE FENCE, 14.5 FEET (4.4 M) NORTH NORTHEAST OF A 1.0-FOOT WEEPING
 AA3989'WILLOW TREE, 4.7 FEET (1.4 M) WEST SOUTHWEST OF A WITNESS POST.
 AA3989'DESCRIBED BY T. HALL.
 AA3989
 AA3989                          STATION RECOVERY (1999)
 AA3989
 AA3989'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4103 ***********************************************************************
 AA4103  DESIGNATION -  29 012 X
 AA4103  PID         -  AA4103
 AA4103  STATE/COUNTY-  SC/LANCASTER
 AA4103  USGS QUAD   -  TAXAHAW (1983)
 AA4103
 AA4103                         *CURRENT SURVEY CONTROL
 AA4103  ___________________________________________________________________
 AA4103* NAD 83(1986)-  34 39 39.     (N)    080 30 12.     (W)     SCALED    
 AA4103* NAVD 88     -       162.753  (meters)     533.97   (feet)  ADJUSTED  
 AA4103  ___________________________________________________________________
 AA4103  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AA4103  DYNAMIC HT  -         162.597 (meters)     533.45  (feet)  COMP
 AA4103  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 AA4103
 AA4103  VERT ORDER  -  FIRST     CLASS II
 AA4103
 AA4103.The horizontal coordinates were scaled from a topographic map and have
 AA4103.an estimated accuracy of +/- 6 seconds.
 AA4103
 AA4103.The orthometric height was determined by differential leveling
 AA4103.and adjusted by the National Geodetic Survey in September 1998..
 AA4103
 AA4103.The geoid height was determined by GEOID03.
 AA4103
 AA4103.The dynamic height is computed by dividing the NAVD 88
 AA4103.geopotential number by the normal gravity value computed on the
 AA4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4103.degrees latitude (g = 980.6199 gals.).
 AA4103
 AA4103.The modeled gravity was interpolated from observed gravity values.
 AA4103
 AA4103;                    North         East    Units  Estimated Accuracy
 AA4103;SPC SC       -   313,680.      655,120.      MT  (+/- 180 meters Scaled)
 AA4103
 AA4103                          SUPERSEDED SURVEY CONTROL
 AA4103
 AA4103.No superseded survey control is available for this station.
 AA4103
 AA4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU455355(NAD 83)
 AA4103_MARKER: DD = SURVEY DISK
 AA4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4103_STAMPING: 29 012 X 1993
 AA4103_MARK LOGO: SCGS  
 AA4103_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4103+STABILITY: SURFACE MOTION
 AA4103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4103+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4103
 AA4103  HISTORY     - Date     Condition        Report By
 AA4103  HISTORY     - 1993     MONUMENTED       SCGS
 AA4103  HISTORY     - 19990519 GOOD             USPSQD
 AA4103
 AA4103                          STATION DESCRIPTION
 AA4103
 AA4103'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4103'STATION IS LOCATED 10.8 MILES (17.4 KM) SOUTHWEST OF PAGELAND.
 AA4103'OWNERSHIP--PHILIP AND CAROL POWER, 2508 GOLD MINE HIGHWAY, KERSHAW, SC
 AA4103'29067, PHONE 803-285-2706. TO REACH THE STATION FROM THE NORTHEAST
 AA4103'JUNCTION OF U.S. HIGHWAY 601 (GOLD MINE HIGHWAY) AND STATE HIGHWAY
 AA4103'903, 6.8 MILES (10.9 KM) NORTH NORTHEAST OF KERSHAW, GO NORTHEAST ON
 AA4103'HIGHWAY 601 FOR 1.5 MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD 27,
 AA4103'CONTINUE ON HIGHWAY 601 FOR 0.9 MILE (1.4 KM) TO A DRIVEWAY LEFT (OLD
 AA4103'HIGHWAY), TURN LEFT ON THE DRIVEWAY FOR 0.1 MILE (0.2 KM) TO A FORK,
 AA4103'BEAR RIGHT ON FORK LEADING TO A BRICK HOUSE FOR 0.05 MILE (0.08 KM) TO
 AA4103'THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF A 3.0-FOOT
 AA4103'SQUARE CONCRETE PAD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4103'AND 0.5 FOOT (15.2 CM) ABOVE THE DRIVEWAY, 65.6 FEET (20.0 M)
 AA4103'NORTHEAST OF A SECURITY LIGHT POLE, 17.3 FEET (5.3 M) SOUTH SOUTHEAST
 AA4103'OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 24.5 FEET (7.5
 AA4103'M) EAST OF THE SOUTHEAST CORNER OF THE BRICK FRONT PORCH, 6.4 FEET
 AA4103'(2.0 M) SOUTH SOUTHWEST OF THE EAST CORNER OF THE CONCRETE PAD, 24.2
 AA4103'FEET (7.4 M) NORTH OF THE CENTER OF THE DRIVEWAY. DESCRIBED BY C.E.
 AA4103'GEOGHEGAN.
 AA4103
 AA4103                          STATION RECOVERY (1999)
 AA4103
 AA4103'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3991 ***********************************************************************
 AA3991  DESIGNATION -  29 013
 AA3991  PID         -  AA3991
 AA3991  STATE/COUNTY-  SC/LANCASTER
 AA3991  USGS QUAD   -  HEATH SPRINGS (1968)
 AA3991
 AA3991                         *CURRENT SURVEY CONTROL
 AA3991  ___________________________________________________________________
 AA3991* NAD 83(1986)-  34 35 24.     (N)    080 40 07.     (W)     SCALED    
 AA3991* NAVD 88     -       201.629  (meters)     661.51   (feet)  ADJUSTED  
 AA3991  ___________________________________________________________________
 AA3991  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AA3991  DYNAMIC HT  -         201.434 (meters)     660.87  (feet)  COMP
 AA3991  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 AA3991
 AA3991  VERT ORDER  -  FIRST     CLASS II
 AA3991
 AA3991.The horizontal coordinates were scaled from a topographic map and have
 AA3991.an estimated accuracy of +/- 6 seconds.
 AA3991
 AA3991.The orthometric height was determined by differential leveling
 AA3991.and adjusted by the National Geodetic Survey in September 1998..
 AA3991
 AA3991.The geoid height was determined by GEOID03.
 AA3991
 AA3991.The dynamic height is computed by dividing the NAVD 88
 AA3991.geopotential number by the normal gravity value computed on the
 AA3991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3991.degrees latitude (g = 980.6199 gals.).
 AA3991
 AA3991.The modeled gravity was interpolated from observed gravity values.
 AA3991
 AA3991;                    North         East    Units  Estimated Accuracy
 AA3991;SPC SC       -   305,760.      640,000.      MT  (+/- 180 meters Scaled)
 AA3991
 AA3991                          SUPERSEDED SURVEY CONTROL
 AA3991
 AA3991.No superseded survey control is available for this station.
 AA3991
 AA3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU303276(NAD 83)
 AA3991_MARKER: DD = SURVEY DISK
 AA3991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3991_STAMPING: 29 013 1993
 AA3991_MARK LOGO: SCGS  
 AA3991_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3991+STABILITY: SURFACE MOTION
 AA3991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3991+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3991
 AA3991  HISTORY     - Date     Condition        Report By
 AA3991  HISTORY     - 1993     MONUMENTED       SCGS
 AA3991  HISTORY     - 19990512 GOOD             USPSQD
 AA3991
 AA3991                          STATION DESCRIPTION
 AA3991
 AA3991'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3991'STATION IS LOCATED IN HEATH SPRINGS. OWNERSHIP--LISA BRIDGES, P.O. BOX
 AA3991'297, HEATH SPRINGS, SC 29058, PHONE 803-273-2030. TO REACH THE STATION
 AA3991'FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 521 (NORTH MAIN STREET) AND
 AA3991'STATE HIGHWAY 522 (WEST CASTON STREET) IN HEATH SPRINGS, GO SOUTH ON
 AA3991'HIGHWAY 521 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 77
 AA3991'(SOUTH COLLEGE STREET), CONTINUE ON HIGHWAY 521 FOR 0.25 MILE (0.40
 AA3991'KM) TO THE STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF A
 AA3991'CONCRETE DRIVEWAY TURN-AROUND IN FRONT OF A TWO STORY BRICK HOUSE,
 AA3991'0.15 MILE (0.24 KM) WEST NORTHWEST OF THE JUNCTION OF STATE ROAD 130
 AA3991'(WILLIAM STREET). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA3991'1.5 FEET (0.5 M) ABOVE THE DRIVEWAY, 157.0 FEET (47.9 M) SOUTH
 AA3991'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 13.4 FEET (4.1 M) NORTHWEST OF
 AA3991'THE INSIDE CORNER OF THE TILE CURB AT THE CORNER OF THE TURN-AROUND,
 AA3991'66.3 FEET (20.2 M) NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE,
 AA3991'69.7 FEET (21.2 M) NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE,
 AA3991'69.7 FEET (21.2 M) SOUTH OF A POWER POLE NUMBER 1389630 WITH A SCGS
 AA3991'REFERENCE WASHER ATTACHED, 21.5 FEET (6.6 M) EAST OF THE WEST EDGE OF
 AA3991'THE EAST TILE CURB OF THE SIDEWALK. DESCRIBED BY C.E. GEOGHEGAN.
 AA3991
 AA3991                          STATION RECOVERY (1999)
 AA3991
 AA3991'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4102 ***********************************************************************
 AA4102  DESIGNATION -  29 013 X
 AA4102  PID         -  AA4102
 AA4102  STATE/COUNTY-  SC/LANCASTER
 AA4102  USGS QUAD   -  JEFFERSON (1968)
 AA4102
 AA4102                         *CURRENT SURVEY CONTROL
 AA4102  ___________________________________________________________________
 AA4102* NAD 83(1986)-  34 40 03.     (N)    080 29 47.     (W)     SCALED    
 AA4102* NAVD 88     -       180.087  (meters)     590.84   (feet)  ADJUSTED  
 AA4102  ___________________________________________________________________
 AA4102  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AA4102  DYNAMIC HT  -         179.914 (meters)     590.27  (feet)  COMP
 AA4102  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 AA4102
 AA4102  VERT ORDER  -  FIRST     CLASS II
 AA4102
 AA4102.The horizontal coordinates were scaled from a topographic map and have
 AA4102.an estimated accuracy of +/- 6 seconds.
 AA4102
 AA4102.The orthometric height was determined by differential leveling
 AA4102.and adjusted by the National Geodetic Survey in September 1998..
 AA4102
 AA4102.The geoid height was determined by GEOID03.
 AA4102
 AA4102.The dynamic height is computed by dividing the NAVD 88
 AA4102.geopotential number by the normal gravity value computed on the
 AA4102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4102.degrees latitude (g = 980.6199 gals.).
 AA4102
 AA4102.The modeled gravity was interpolated from observed gravity values.
 AA4102
 AA4102;                    North         East    Units  Estimated Accuracy
 AA4102;SPC SC       -   314,420.      655,760.      MT  (+/- 180 meters Scaled)
 AA4102
 AA4102                          SUPERSEDED SURVEY CONTROL
 AA4102
 AA4102.No superseded survey control is available for this station.
 AA4102
 AA4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU461362(NAD 83)
 AA4102_MARKER: DD = SURVEY DISK
 AA4102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4102_STAMPING: 29 013 X 1993
 AA4102_MARK LOGO: SCGS  
 AA4102_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4102+STABILITY: SURFACE MOTION
 AA4102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4102+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4102
 AA4102  HISTORY     - Date     Condition        Report By
 AA4102  HISTORY     - 1993     MONUMENTED       SCGS
 AA4102  HISTORY     - 19990519 GOOD             USPSQD
 AA4102
 AA4102                          STATION DESCRIPTION
 AA4102
 AA4102'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4102'STATION IS LOCATED 9.3 MILES (15.0 KM) SOUTHWEST OF PAGELAND.
 AA4102'OWNERSHIP--FRANK E. ARANT, 2255 GOLD MINE HIGHWAY, KERSHAW, SC 29067,
 AA4102'PHONE 803-285-6530. TO REACH THE STATION FROM THE NORTHEAST JUNCTION
 AA4102'OF U.S. HIGHWAY 601 (GOLD MINE HIGHWAY) AND STATE HIGHWAY 903, 6.8
 AA4102'MILES (10.9 KM) NORTH NORTHEAST OF KERSHAW, GO NORTHEAST ON HIGHWAY
 AA4102'601 FOR 1.5 MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD 27, CONTINUE
 AA4102'ON HIGHWAY 601 FOR 1.5 MILES (2.4 KM) TO A SAND DRIVEWAY RIGHT LEADING
 AA4102'TO A CONCRETE BLOCK GARAGE (DETACHED) BETWEEN A MASONITE-SIDED HOUSE
 AA4102'AND A SHINGLE-SIDED HOUSE, TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE
 AA4102'(0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A
 AA4102'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 2.1
 AA4102'FEET (0.6 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A WOOD CURBING FOR THE
 AA4102'SAND DRIVEWAY, 36.0 FEET (11.0 M) NORTH OF THE NORTHWEST CORNER OF THE
 AA4102'MASONITE-SIDED HOUSE, 130.7 FEET (39.8 M) SOUTH OF THE SOUTHWEST
 AA4102'CORNER OF THE BRICK PORCH OF THE SHINGLE-SIDED HOUSE, 47.0 FEET (14.3
 AA4102'M) WEST OF THE SOUTHWEST CORNER OF THE GARAGE, 128.4 FEET (39.1 M)
 AA4102'EAST OF THE CENTER OF THE HIGHWAY, 17.3 FEET (5.3 M) NORTH NORTHWEST
 AA4102'OF THE POWER POLE WITH A TRANSFORMER AND A GUY WIRE. DESCRIBED BY C.E.
 AA4102'GEOGHEGAN.
 AA4102
 AA4102                          STATION RECOVERY (1999)
 AA4102
 AA4102'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3992 ***********************************************************************
 AA3992  DESIGNATION -  29 014
 AA3992  PID         -  AA3992
 AA3992  STATE/COUNTY-  SC/LANCASTER
 AA3992  USGS QUAD   -  HEATH SPRINGS (1968)
 AA3992
 AA3992                         *CURRENT SURVEY CONTROL
 AA3992  ___________________________________________________________________
 AA3992* NAD 83(1986)-  34 35 15.     (N)    080 39 40.     (W)     SCALED    
 AA3992* NAVD 88     -       199.432  (meters)     654.30   (feet)  ADJUSTED  
 AA3992  ___________________________________________________________________
 AA3992  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AA3992  DYNAMIC HT  -         199.240 (meters)     653.67  (feet)  COMP
 AA3992  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 AA3992
 AA3992  VERT ORDER  -  FIRST     CLASS II
 AA3992
 AA3992.The horizontal coordinates were scaled from a topographic map and have
 AA3992.an estimated accuracy of +/- 6 seconds.
 AA3992
 AA3992.The orthometric height was determined by differential leveling
 AA3992.and adjusted by the National Geodetic Survey in September 1998..
 AA3992
 AA3992.The geoid height was determined by GEOID03.
 AA3992
 AA3992.The dynamic height is computed by dividing the NAVD 88
 AA3992.geopotential number by the normal gravity value computed on the
 AA3992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3992.degrees latitude (g = 980.6199 gals.).
 AA3992
 AA3992.The modeled gravity was interpolated from observed gravity values.
 AA3992
 AA3992;                    North         East    Units  Estimated Accuracy
 AA3992;SPC SC       -   305,490.      640,690.      MT  (+/- 180 meters Scaled)
 AA3992
 AA3992                          SUPERSEDED SURVEY CONTROL
 AA3992
 AA3992.No superseded survey control is available for this station.
 AA3992
 AA3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU310273(NAD 83)
 AA3992_MARKER: DD = SURVEY DISK
 AA3992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3992_STAMPING: 29 014 1993
 AA3992_MARK LOGO: SCGS  
 AA3992_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3992+STABILITY: SURFACE MOTION
 AA3992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3992+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3992
 AA3992  HISTORY     - Date     Condition        Report By
 AA3992  HISTORY     - 1993     MONUMENTED       SCGS
 AA3992  HISTORY     - 19990512 GOOD             USPSQD
 AA3992
 AA3992                          STATION DESCRIPTION
 AA3992
 AA3992'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3992'STATION IS LOCATED IN HEATH SPRINGS. OWNERSHIP--ALBERT AND HATTIE
 AA3992'DUNCAN, P.O. BOX 163, HEATH SPRINGS, SC 29058, PHONE 803-273-5476. TO
 AA3992'REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 521 (NORTH
 AA3992'MAIN STREET) AND STATE HIGHWAY 522 (WEST CASTON STREET) IN HEATH
 AA3992'SPRINGS, GO SOUTH ON HIGHWAY 521 FOR 0.75 MILE (1.21 KM) TO THE
 AA3992'JUNCTION OF STATE ROAD 130 (WILLIAMS STREET), CONTINUE ON HIGHWAY 521
 AA3992'FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE
 AA3992'BETWEEN TWO BRICK HOUSES. STATION IS A CONCRETE POST FLUSH WITH THE
 AA3992'GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 117.9 FEET (35.9 M)
 AA3992'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 47.0 FEET (14.3 M) WEST OF THE
 AA3992'NORTH CORNER OF THE HOUSE NUMBER 407, 40.4 FEET (12.3 M) EAST OF THE
 AA3992'EAST CORNER OF HOUSE NUMBER 403, 5.4 FEET (1.6 M) NORTHEAST OF THE
 AA3992'POWER POLE NUMBER 1640727 WITH A SECURITY LIGHT, TRANSFORMER AND A GUY
 AA3992'WIRE, 107.0 FEET (32.6 M) WEST OF A POWER POLE WITH 1 GUY WIRE.
 AA3992'DESCRIBED BY C.E. GEOGHEGAN.
 AA3992
 AA3992                          STATION RECOVERY (1999)
 AA3992
 AA3992'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4097 ***********************************************************************
 AA4097  DESIGNATION -  29 014 X
 AA4097  PID         -  AA4097
 AA4097  STATE/COUNTY-  SC/LANCASTER
 AA4097  USGS QUAD   -  JEFFERSON (1968)
 AA4097
 AA4097                         *CURRENT SURVEY CONTROL
 AA4097  ___________________________________________________________________
 AA4097* NAD 83(2001)-  34 40 40.77668(N)    080 29 19.43710(W)     ADJUSTED  
 AA4097* NAVD 88     -       183.100  (meters)     600.72   (feet)  ADJUSTED  
 AA4097  ___________________________________________________________________
 AA4097  X           -     867,676.753 (meters)                     COMP
 AA4097  Y           -  -5,178,775.293 (meters)                     COMP
 AA4097  Z           -   3,608,633.984 (meters)                     COMP
 AA4097  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AA4097  ELLIP HEIGHT-         152.50  (meters)          (03/13/03) GPS OBS
 AA4097  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AA4097  DYNAMIC HT  -         182.924 (meters)     600.14  (feet)  COMP
 AA4097  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 AA4097
 AA4097  HORZ ORDER  -  FIRST
 AA4097  VERT ORDER  -  FIRST     CLASS II
 AA4097  ELLP ORDER  -  FOURTH    CLASS II
 AA4097
 AA4097.The horizontal coordinates were established by GPS observations
 AA4097.and adjusted by the National Geodetic Survey in March 2003..
 AA4097
 AA4097.The orthometric height was determined by differential leveling
 AA4097.and adjusted by the National Geodetic Survey in September 1998..
 AA4097
 AA4097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4097
 AA4097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4097
 AA4097.The ellipsoidal height was determined by GPS observations
 AA4097.and is referenced to NAD 83.
 AA4097
 AA4097.The geoid height was determined by GEOID03.
 AA4097
 AA4097.The dynamic height is computed by dividing the NAVD 88
 AA4097.geopotential number by the normal gravity value computed on the
 AA4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4097.degrees latitude (g = 980.6199 gals.).
 AA4097
 AA4097.The modeled gravity was interpolated from observed gravity values.
 AA4097
 AA4097;                    North         East     Units Scale Factor Converg.
 AA4097;SPC SC       -   315,589.781   656,452.168   MT  0.99994850   +0 17 00.4
 AA4097;SPC SC       - 1,035,399.54  2,153,714.46   iFT  0.99994850   +0 17 00.4
 AA4097;UTM  17      - 3,837,453.614   546,836.252   MT  0.99962704   +0 17 27.2
 AA4097
 AA4097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4097!SPC SC       -   0.99997606  x   0.99994850  =   0.99992456
 AA4097!UTM  17      -   0.99997606  x   0.99962704  =   0.99960311
 AA4097
 AA4097                          SUPERSEDED SURVEY CONTROL
 AA4097
 AA4097  NAD 83(1986)-  34 40 40.79227(N)    080 29 19.44317(W) AD(       ) 1
 AA4097  NAD 83(1995)-  34 40 40.77698(N)    080 29 19.43717(W) AD(       ) 1
 AA4097  ELLIP H (09/28/01)  152.49   (m)                       GP(       ) 4 1
 AA4097  NAVD 88 (09/28/01)  183.10   (m)          600.7    (f) LEVELING    3  
 AA4097
 AA4097.Superseded values are not recommended for survey control.
 AA4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4097.See file dsdata.txt to determine how the superseded data were derived.
 AA4097
 AA4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU4683637454(NAD 83)
 AA4097_MARKER: DD = SURVEY DISK
 AA4097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4097_STAMPING: 29 014 X 1993
 AA4097_MARK LOGO: SCGS  
 AA4097_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4097+STABILITY: SURFACE MOTION
 AA4097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4097+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2000
 AA4097
 AA4097  HISTORY     - Date     Condition        Report By
 AA4097  HISTORY     - 1993     MONUMENTED       SCGS
 AA4097  HISTORY     - 19990519 GOOD             USPSQD
 AA4097  HISTORY     - 20000204 GOOD             SCGS
 AA4097
 AA4097                          STATION DESCRIPTION
 AA4097
 AA4097'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4097'STATION IS LOCATED 8.5 MILES (13.7 KM) SOUTHWEST OF PAGELAND.
 AA4097'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4097'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE NORTHEAST
 AA4097'JUNCTION OF U.S. HIGHWAY 601 (GOLD MINE HIGHWAY) AND STATE HIGHWAY
 AA4097'903, 6.8 MILES (10.9 KM) NORTH NORTHEAST OF KERSHAW, GO NORTHEAST ON
 AA4097'HIGHWAY 601 FOR 3.85 MILES (6.20 KM) TO THE JUNCTION OF STATE ROAD 123
 AA4097'(TAXAHAW ROAD), TURN RIGHT ON ROAD 123 FOR 0.05 MILE (0.08 KM) TO THE
 AA4097'STATION ON THE LEFT NEAR THE SOUTHWEST CORNER OF THE GRANITE CURBING
 AA4097'SURROUNDING THE FAILE CEMETERY PLOT. STATION IS A CONCRETE POST FLUSH
 AA4097'WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 29.1 FEET (8.9 M)
 AA4097'NORTH NORTHEAST OF THE CENTER OF THE ROAD, 1.4 FEET (0.4 M) SOUTH OF
 AA4097'THE SOUTHWEST CORNER OF THE CURBING, 8.7 FEET (2.7 M) SOUTH SOUTHWEST
 AA4097'OF THE SOUTHWEST CORNER OF THE BASE OF THE HEADSTONE, 28.4 FEET (8.7
 AA4097'M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF ANOTHER FAILE
 AA4097'HEADSTONE (SAMUEL HARRISON AND PATSY DEESE). DESCRIBED BY C.E.
 AA4097'GEOGHEGAN.
 AA4097
 AA4097                          STATION RECOVERY (1999)
 AA4097
 AA4097'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4097'RECOVERED IN GOOD CONDITION.
 AA4097
 AA4097                          STATION RECOVERY (2000)
 AA4097
 AA4097'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4097'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3993 ***********************************************************************
 AA3993  DESIGNATION -  29 015
 AA3993  PID         -  AA3993
 AA3993  STATE/COUNTY-  SC/LANCASTER
 AA3993  USGS QUAD   -  HEATH SPRINGS (1968)
 AA3993
 AA3993                         *CURRENT SURVEY CONTROL
 AA3993  ___________________________________________________________________
 AA3993* NAD 83(2001)-  34 34 53.78697(N)    080 38 27.42470(W)     ADJUSTED  
 AA3993* NAVD 88     -       197.399  (meters)     647.63   (feet)  ADJUSTED  
 AA3993  ___________________________________________________________________
 AA3993  X           -     854,905.230 (meters)                     COMP
 AA3993  Y           -  -5,187,069.375 (meters)                     COMP
 AA3993  Z           -   3,599,843.746 (meters)                     COMP
 AA3993  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA3993  ELLIP HEIGHT-         166.90  (meters)          (03/13/03) GPS OBS
 AA3993  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA3993  DYNAMIC HT  -         197.209 (meters)     647.01  (feet)  COMP
 AA3993  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 AA3993
 AA3993  HORZ ORDER  -  FIRST
 AA3993  VERT ORDER  -  FIRST     CLASS II
 AA3993  ELLP ORDER  -  FOURTH    CLASS II
 AA3993
 AA3993.The horizontal coordinates were established by GPS observations
 AA3993.and adjusted by the National Geodetic Survey in March 2003..
 AA3993
 AA3993.The orthometric height was determined by differential leveling
 AA3993.and adjusted by the National Geodetic Survey in September 1998..
 AA3993
 AA3993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3993
 AA3993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3993
 AA3993.The ellipsoidal height was determined by GPS observations
 AA3993.and is referenced to NAD 83.
 AA3993
 AA3993.The geoid height was determined by GEOID03.
 AA3993
 AA3993.The dynamic height is computed by dividing the NAVD 88
 AA3993.geopotential number by the normal gravity value computed on the
 AA3993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3993.degrees latitude (g = 980.6199 gals.).
 AA3993
 AA3993.The modeled gravity was interpolated from observed gravity values.
 AA3993
 AA3993;                    North         East     Units Scale Factor Converg.
 AA3993;SPC SC       -   304,839.345   642,540.167   MT  0.99992027   +0 11 56.6
 AA3993;SPC SC       - 1,000,129.08  2,108,071.41   iFT  0.99992027   +0 11 56.6
 AA3993;UTM  17      - 3,826,705.087   532,929.760   MT  0.99961337   +0 12 13.6
 AA3993
 AA3993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3993!SPC SC       -   0.99997380  x   0.99992027  =   0.99989407
 AA3993!UTM  17      -   0.99997380  x   0.99961337  =   0.99958718
 AA3993
 AA3993                          SUPERSEDED SURVEY CONTROL
 AA3993
 AA3993  NAD 83(1986)-  34 34 53.80322(N)    080 38 27.43019(W) AD(       ) 1
 AA3993  NAD 83(1995)-  34 34 53.78711(N)    080 38 27.42461(W) AD(       ) 1
 AA3993  ELLIP H (09/28/01)  166.91   (m)                       GP(       ) 4 1
 AA3993  NAVD 88 (09/28/01)  197.40   (m)          647.6    (f) LEVELING    3  
 AA3993
 AA3993.Superseded values are not recommended for survey control.
 AA3993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3993.See file dsdata.txt to determine how the superseded data were derived.
 AA3993
 AA3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3293026705(NAD 83)
 AA3993_MARKER: DD = SURVEY DISK
 AA3993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3993_STAMPING: 29 015 1993
 AA3993_MARK LOGO: SCGS  
 AA3993_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3993+STABILITY: SURFACE MOTION
 AA3993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3993+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2000
 AA3993
 AA3993  HISTORY     - Date     Condition        Report By
 AA3993  HISTORY     - 1993     MONUMENTED       SCGS
 AA3993  HISTORY     - 19990512 GOOD             USPSQD
 AA3993  HISTORY     - 20000204 GOOD             SCGS
 AA3993
 AA3993                          STATION DESCRIPTION
 AA3993
 AA3993'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3993'STATION IS LOCATED 2.1 MILES (3.4 KM) EAST SOUTHEAST OF HEATH SPRINGS.
 AA3993'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3993'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE SOUTH
 AA3993'JUNCTION OF U.S. HIGHWAY 521 (NORTH MAIN STREET) AND STATE HIGHWAY 522
 AA3993'(WEST CASTON STREET) IN HEATH SPRINGS, GO SOUTH ON HIGHWAY 521 FOR 2.4
 AA3993'MILES (3.9 KM) TO THE JUNCTION OF STATE ROAD 95 (BARRETT ROAD), TURN
 AA3993'LEFT ON ROAD 95 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT
 AA3993'NEAR A POWER POLE IN THE WEST ANGLE OF A CONCRETE DRIVEWAY LEADING TO
 AA3993'A LARGE WHITE VINYL-SIDED HOUSE. STATION IS A CONCRETE POST FLUSH WITH
 AA3993'THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 22.4 FEET (6.8 M)
 AA3993'NORTHWEST OF THE CENTER OF THE ROAD, 14.2 FEET (4.3 M) SOUTH OF THE
 AA3993'POWER POLE WITH TWO GUY WIRES, 21.0 FEET (6.4 M) WEST OF THE EXTENDED
 AA3993'WEST EDGE OF THE DRIVEWAY, 2.5 FEET (0.8 M) NORTH NORTHEAST OF THE
 AA3993'FENCE CORNER POST, 2.0 FEET (0.6 M) NORTHEAST OF A WITNESS POST.
 AA3993'DESCRIBED BY C.E. GEOGHEGAN.
 AA3993
 AA3993                          STATION RECOVERY (1999)
 AA3993
 AA3993'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3993'RECOVERED IN GOOD CONDITION.
 AA3993
 AA3993                          STATION RECOVERY (2000)
 AA3993
 AA3993'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA3993'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4098 ***********************************************************************
 AA4098  DESIGNATION -  29 015 X
 AA4098  PID         -  AA4098
 AA4098  STATE/COUNTY-  SC/LANCASTER
 AA4098  USGS QUAD   -  JEFFERSON (1968)
 AA4098
 AA4098                         *CURRENT SURVEY CONTROL
 AA4098  ___________________________________________________________________
 AA4098* NAD 83(1986)-  34 40 49.     (N)    080 29 43.     (W)     SCALED    
 AA4098* NAVD 88     -       193.699  (meters)     635.49   (feet)  ADJUSTED  
 AA4098  ___________________________________________________________________
 AA4098  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AA4098  DYNAMIC HT  -         193.513 (meters)     634.88  (feet)  COMP
 AA4098  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 AA4098
 AA4098  VERT ORDER  -  FIRST     CLASS II
 AA4098
 AA4098.The horizontal coordinates were scaled from a topographic map and have
 AA4098.an estimated accuracy of +/- 6 seconds.
 AA4098
 AA4098.The orthometric height was determined by differential leveling
 AA4098.and adjusted by the National Geodetic Survey in September 1998..
 AA4098
 AA4098.The geoid height was determined by GEOID03.
 AA4098
 AA4098.The dynamic height is computed by dividing the NAVD 88
 AA4098.geopotential number by the normal gravity value computed on the
 AA4098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4098.degrees latitude (g = 980.6199 gals.).
 AA4098
 AA4098.The modeled gravity was interpolated from observed gravity values.
 AA4098
 AA4098;                    North         East    Units  Estimated Accuracy
 AA4098;SPC SC       -   315,840.      655,850.      MT  (+/- 180 meters Scaled)
 AA4098
 AA4098                          SUPERSEDED SURVEY CONTROL
 AA4098
 AA4098.No superseded survey control is available for this station.
 AA4098
 AA4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU462377(NAD 83)
 AA4098_MARKER: DD = SURVEY DISK
 AA4098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4098_STAMPING: 29 015 X 1993
 AA4098_MARK LOGO: SCGS  
 AA4098_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4098+STABILITY: SURFACE MOTION
 AA4098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4098+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2000
 AA4098
 AA4098  HISTORY     - Date     Condition        Report By
 AA4098  HISTORY     - 1993     MONUMENTED       SCGS
 AA4098  HISTORY     - 19990519 GOOD             USPSQD
 AA4098  HISTORY     - 20000203 GOOD             SCGS
 AA4098
 AA4098                          STATION DESCRIPTION
 AA4098
 AA4098'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4098'STATION IS LOCATED 8.6 MILES (13.8 KM) SOUTHWEST OF PAGELAND.
 AA4098'OWNERSHIP--DONALD T. FAILE, 7859 TAXAHAW ROAD, KERSHAW, SC 29067,
 AA4098'PHONE 803-283-9829. TO REACH THE STATION FROM THE NORTHEAST JUNCTION
 AA4098'OF U.S. HIGHWAY 601 (GOLD MINE HIGHWAY) AND STATE HIGHWAY 903, 6.8
 AA4098'MILES (10.9 KM) NORTH NORTHEAST OF KERSHAW, GO NORTHEAST ON HIGHWAY
 AA4098'601 FOR 3.85 MILES (6.20 KM) TO THE JUNCTION OF STATE ROAD 123
 AA4098'(TAXAHAW ROAD), TURN LEFT ON ROAD 123 FOR 0.35 MILE (0.56 KM) TO THE
 AA4098'STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF A MULTI-COLORED
 AA4098'BRICK HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4098'LEVEL WITH THE ROAD, 15.9 FEET (4.8 M) WEST NORTHWEST OF THE NORTHWEST
 AA4098'CORNER OF THE HOUSE, 156.2 FEET (47.6 M) NORTH NORTHEAST OF THE CENTER
 AA4098'OF THE ROAD, 92.1 FEET (28.1 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER
 AA4098'OF THE TWO-CAR GARAGE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4098
 AA4098                          STATION RECOVERY (1999)
 AA4098
 AA4098'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4098'RECOVERED IN GOOD CONDITION.
 AA4098
 AA4098                          STATION RECOVERY (2000)
 AA4098
 AA4098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4098'STATION IS LOCATED 8.6 MILES (13.8 KM) SOUTHWEST OF PAGELAND.
 AA4098'OWNERSHIP--DONALD T.  FAILE, 7859 TAXAHAW ROAD, KERSHAW, SC 29067,
 AA4098'PHONE 803-283-9829.  TO REACH THE STATION FROM THE NORTHEAST JUNCTION
 AA4098'OF U.S.  HIGHWAY 601 (GOLD MINE HIGHWAY) AND STATE HIGHWAY 903, 6.8
 AA4098'MILES (10.9 KM) NORTH NORTHEAST OF KERSHAW, GO NORTHEAST ON HIGHWAY
 AA4098'601 FOR 3.85 MILES (6.20 KM) TO THE JUNCTION OF STATE ROAD 123
 AA4098'(TAXAHAW ROAD) , TURN LEFT ON ROAD 123 FOR 0.35 MILE (0.56 KM) TO THE
 AA4098'STATION ON THE RIGHT NEAR THE NORTH CORNER OF A MULTI-COLORED BRICK
 AA4098'HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AA4098'WITH THE ROAD, 15.9 FEET (4.8 M) WEST NORTHWEST OF THE NORTH CORNER OF
 AA4098'THE HOUSE, 156.2 FEET (47.6 M) NORTH NORTHEAST OF THE CENTER OF THE
 AA4098'ROAD, 92.1 FEET (28.1 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AA4098'TWO-CAR GARAGE.  RECOVERED BY D.D.  WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3994 ***********************************************************************
 AA3994  DESIGNATION -  29 016
 AA3994  PID         -  AA3994
 AA3994  STATE/COUNTY-  SC/LANCASTER
 AA3994  USGS QUAD   -  KERSHAW (1969)
 AA3994
 AA3994                         *CURRENT SURVEY CONTROL
 AA3994  ___________________________________________________________________
 AA3994* NAD 83(1986)-  34 34 13.     (N)    080 36 29.     (W)     SCALED    
 AA3994* NAVD 88     -       183.077  (meters)     600.65   (feet)  ADJUSTED  
 AA3994  ___________________________________________________________________
 AA3994  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AA3994  DYNAMIC HT  -         182.902 (meters)     600.07  (feet)  COMP
 AA3994  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 AA3994
 AA3994  VERT ORDER  -  FIRST     CLASS II
 AA3994
 AA3994.The horizontal coordinates were scaled from a topographic map and have
 AA3994.an estimated accuracy of +/- 6 seconds.
 AA3994
 AA3994.The orthometric height was determined by differential leveling
 AA3994.and adjusted by the National Geodetic Survey in September 1998..
 AA3994
 AA3994.The geoid height was determined by GEOID03.
 AA3994
 AA3994.The dynamic height is computed by dividing the NAVD 88
 AA3994.geopotential number by the normal gravity value computed on the
 AA3994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3994.degrees latitude (g = 980.6199 gals.).
 AA3994
 AA3994.The modeled gravity was interpolated from observed gravity values.
 AA3994
 AA3994;                    North         East    Units  Estimated Accuracy
 AA3994;SPC SC       -   303,590.      645,560.      MT  (+/- 180 meters Scaled)
 AA3994
 AA3994                          SUPERSEDED SURVEY CONTROL
 AA3994
 AA3994.No superseded survey control is available for this station.
 AA3994
 AA3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU359254(NAD 83)
 AA3994_MARKER: DD = SURVEY DISK
 AA3994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3994_STAMPING: 29 016 1993
 AA3994_MARK LOGO: SCGS  
 AA3994_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3994+STABILITY: SURFACE MOTION
 AA3994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3994+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3994
 AA3994  HISTORY     - Date     Condition        Report By
 AA3994  HISTORY     - 1993     MONUMENTED       SCGS
 AA3994  HISTORY     - 19990512 GOOD             USPSQD
 AA3994
 AA3994                          STATION DESCRIPTION
 AA3994
 AA3994'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3994'STATION IS LOCATED 2.1 MILES (3.4 KM) NORTHWEST OF KERSHAW.
 AA3994'OWNERSHIP--JOHN L. CAUTHEN, 7063 KERSHAW-CAMDEN HIGHWAY, KERSHAW, SC
 AA3994'29067, PHONE 803-475-2169. TO REACH THE STATION FROM THE NORTH
 AA3994'JUNCTION OF U.S. HIGHWAYS 521 BUSINESS (NORTH HAMPTON STREET) AND 521
 AA3994'BY-PASS IN KERSHAW, GO NORTH NORTHWEST ON HIGHWAY 521 FOR 1.1 MILES
 AA3994'(1.8 KM) TO THE JUNCTION OF STATE ROAD 592, CONTINUE ON HIGHWAY 521
 AA3994'FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT BETWEEN TWO BRICK
 AA3994'HOUSES, 0.1 MILES (0.2 KM) EAST SOUTHEAST OF THE JUNCTION OF STATE
 AA3994'ROAD 183. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AA3994'WITH THE HIGHWAY, 67.0 FEET (20.4 M) NORTH NORTHEAST OF THE CENTER OF
 AA3994'THE HIGHWAY, 21.6 FEET (6.6 M) EAST OF THE SOUTHEAST CORNER OF THE
 AA3994'ENCLOSED PORCH OF HOUSE NUMBER 7063, 24.4 FEET (7.4 M) WEST NORTHWEST
 AA3994'OF THE SOUTHWEST CORNER OF HOUSE NUMBER 7069, 37.2 FEET (11.3 M) NORTH
 AA3994'OF AN UNUSED TELEPHONE POLE NUMBER 177, 31.2 FEET (9.5 M) WEST
 AA3994'SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE NUMBER 7069. DESCRIBED BY
 AA3994'C.E. GEOGHEGAN.
 AA3994
 AA3994                          STATION RECOVERY (1999)
 AA3994
 AA3994'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4096 ***********************************************************************
 AA4096  DESIGNATION -  29 016 X
 AA4096  PID         -  AA4096
 AA4096  STATE/COUNTY-  SC/LANCASTER
 AA4096  USGS QUAD   -  JEFFERSON (1968)
 AA4096
 AA4096                         *CURRENT SURVEY CONTROL
 AA4096  ___________________________________________________________________
 AA4096* NAD 83(1986)-  34 40 59.     (N)    080 29 02.     (W)     SCALED    
 AA4096* NAVD 88     -       176.948  (meters)     580.54   (feet)  ADJUSTED  
 AA4096  ___________________________________________________________________
 AA4096  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AA4096  DYNAMIC HT  -         176.779 (meters)     579.98  (feet)  COMP
 AA4096  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 AA4096
 AA4096  VERT ORDER  -  FIRST     CLASS II
 AA4096
 AA4096.The horizontal coordinates were scaled from a topographic map and have
 AA4096.an estimated accuracy of +/- 6 seconds.
 AA4096
 AA4096.The orthometric height was determined by differential leveling
 AA4096.and adjusted by the National Geodetic Survey in September 1998..
 AA4096
 AA4096.The geoid height was determined by GEOID03.
 AA4096
 AA4096.The dynamic height is computed by dividing the NAVD 88
 AA4096.geopotential number by the normal gravity value computed on the
 AA4096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4096.degrees latitude (g = 980.6199 gals.).
 AA4096
 AA4096.The modeled gravity was interpolated from observed gravity values.
 AA4096
 AA4096;                    North         East    Units  Estimated Accuracy
 AA4096;SPC SC       -   316,150.      656,890.      MT  (+/- 180 meters Scaled)
 AA4096
 AA4096                          SUPERSEDED SURVEY CONTROL
 AA4096
 AA4096.No superseded survey control is available for this station.
 AA4096
 AA4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU472380(NAD 83)
 AA4096_MARKER: DD = SURVEY DISK
 AA4096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4096_STAMPING: 29 016 X 1993
 AA4096_MARK LOGO: SCGS  
 AA4096_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4096+STABILITY: SURFACE MOTION
 AA4096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4096+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4096
 AA4096  HISTORY     - Date     Condition        Report By
 AA4096  HISTORY     - 1993     MONUMENTED       SCGS
 AA4096  HISTORY     - 19990519 GOOD             USPSQD
 AA4096
 AA4096                          STATION DESCRIPTION
 AA4096
 AA4096'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4096'STATION IS LOCATED 8.1 MILES (13.0 KM) SOUTHWEST OF PAGELAND.
 AA4096'OWNERSHIP--SOUTH CAROLINA ELECTRIC AND GAS RIGHT OF WAY. TO REACH THE
 AA4096'STATION FROM THE NORTHEAST JUNCTION OF U.S. HIGHWAY 601 (GOLD MINE
 AA4096'HIGHWAY) AND STATE HIGHWAY 903, 6.8 MILES (10.9 KM) NORTH NORTHEAST OF
 AA4096'KERSHAW, GO NORTHEAST ON HIGHWAY 601 FOR 3.85 MILES (6.20 KM) TO THE
 AA4096'JUNCTION OF STATE ROAD 123 (TAXAHAW ROAD), CONTINUE ON HIGHWAY 601 FOR
 AA4096'0.5 MILE (0.8 KM) TO AN OVERHEAD HIGH-TENSION LINE CROSSING AND THE
 AA4096'STATION ON THE RIGHT CENTERED IN THE HIGH-TENSION LINE RIGHT OF WAY.
 AA4096'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 118.8 FEET (36.2 M)
 AA4096'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 74.4 FEET (22.7 M) SOUTH
 AA4096'SOUTHEAST OF HIGH-TENSION LINE POLE NUMBER 18 WITH 4 GUY WIRES, 53.7
 AA4096'FEET (16.4 M) NORTH NORTHWEST OF HIGH-TENSION LINE POLE NUMBER 74 WITH
 AA4096'TWO GUY WIRES, 46.5 FEET (14.2 M) EAST NORTHEAST OF THE APEX OF A
 AA4096'LARGE GRANITE BOULDER, 1.1 FEET (0.3 M) NORTHWEST OF A WITNESS POST.
 AA4096'DESCRIBED BY C.E. GEOGHEGAN.
 AA4096
 AA4096                          STATION RECOVERY (1999)
 AA4096
 AA4096'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3995 ***********************************************************************
 AA3995  DESIGNATION -  29 017
 AA3995  PID         -  AA3995
 AA3995  STATE/COUNTY-  SC/LANCASTER
 AA3995  USGS QUAD   -  KERSHAW (1969)
 AA3995
 AA3995                         *CURRENT SURVEY CONTROL
 AA3995  ___________________________________________________________________
 AA3995* NAD 83(1986)-  34 33 21.     (N)    080 35 04.     (W)     SCALED    
 AA3995* NAVD 88     -       158.406  (meters)     519.70   (feet)  ADJUSTED  
 AA3995  ___________________________________________________________________
 AA3995  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AA3995  DYNAMIC HT  -         158.254 (meters)     519.21  (feet)  COMP
 AA3995  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 AA3995
 AA3995  VERT ORDER  -  FIRST     CLASS II
 AA3995
 AA3995.The horizontal coordinates were scaled from a topographic map and have
 AA3995.an estimated accuracy of +/- 6 seconds.
 AA3995
 AA3995.The orthometric height was determined by differential leveling
 AA3995.and adjusted by the National Geodetic Survey in September 1998..
 AA3995
 AA3995.The geoid height was determined by GEOID03.
 AA3995
 AA3995.The dynamic height is computed by dividing the NAVD 88
 AA3995.geopotential number by the normal gravity value computed on the
 AA3995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3995.degrees latitude (g = 980.6199 gals.).
 AA3995
 AA3995.The modeled gravity was interpolated from observed gravity values.
 AA3995
 AA3995;                    North         East    Units  Estimated Accuracy
 AA3995;SPC SC       -   302,000.      647,740.      MT  (+/- 180 meters Scaled)
 AA3995
 AA3995                          SUPERSEDED SURVEY CONTROL
 AA3995
 AA3995.No superseded survey control is available for this station.
 AA3995
 AA3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU381238(NAD 83)
 AA3995_MARKER: DD = SURVEY DISK
 AA3995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3995_STAMPING: 29 017 1993
 AA3995_MARK LOGO: SCGS  
 AA3995_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3995+STABILITY: SURFACE MOTION
 AA3995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3995+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3995
 AA3995  HISTORY     - Date     Condition        Report By
 AA3995  HISTORY     - 1993     MONUMENTED       SCGS
 AA3995  HISTORY     - 19990512 GOOD             USPSQD
 AA3995
 AA3995                          STATION DESCRIPTION
 AA3995
 AA3995'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3995'STATION IS LOCATED IN KERSHAW. OWNERSHIP--SCDOT, DIRECTOR OF
 AA3995'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA3995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 521 BUSINESS
 AA3995'(NORTH HAMPTON STREET) AND 601 BUSINESS (HILTON STREET) IN KERSHAW, GO
 AA3995'NORTH OF HIGHWAY 521 BUSINESS FOR 0.15 MILE (0.24 KM) TO THE JUNCTION
 AA3995'OF STATE ROAD 152 (BAPTIST LANE), CONTINUE ON HIGHWAY 521 BUSINESS FOR
 AA3995'0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A POWER LINE STUB
 AA3995'POLE NEAR THE SOUTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING AN
 AA3995'ELECTRICAL SUBSTATION. STATION IS A CONCRETE POST FLUSH WITH THE
 AA3995'GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 18.8 FEET (5.7 M) EAST
 AA3995'NORTHEAST OF THE WEST EDGE OF THE CURB OF THE HIGHWAY, 9.2 FEET (2.8
 AA3995'M) EAST NORTHEAST OF THE STUB POLE WITH FOUR GUY WIRES, 11.9 FEET (3.6
 AA3995'M) EAST OF THE SOUTHWEST CORNER OF THE FENCE, 80.5 FEET (24.5 M)
 AA3995'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK COMMERCIAL BUILDING
 AA3995'(FOUNDERS FEDERAL CREDIT UNION), 26.4 FEET (8.0 M) NORTHWEST OF A
 AA3995'HIGH-TENSION LINE POLE NUMBER 529 WITH THREE GUY WIRES, 5.1 FEET (1.6
 AA3995'M) SOUTH SOUTHEAST OF A WITNESS POST IN THE FENCE LINE. DESCRIBED BY
 AA3995'C.E. GEOGHEGAN.
 AA3995
 AA3995                          STATION RECOVERY (1999)
 AA3995
 AA3995'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4108 ***********************************************************************
 AA4108  DESIGNATION -  29 017 X
 AA4108  PID         -  AA4108
 AA4108  STATE/COUNTY-  SC/LANCASTER
 AA4108  USGS QUAD   -  KERSHAW (1969)
 AA4108
 AA4108                         *CURRENT SURVEY CONTROL
 AA4108  ___________________________________________________________________
 AA4108* NAD 83(1986)-  34 36 47.     (N)    080 32 06.     (W)     SCALED    
 AA4108* NAVD 88     -       173.225  (meters)     568.32   (feet)  ADJUSTED  
 AA4108  ___________________________________________________________________
 AA4108  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AA4108  DYNAMIC HT  -         173.059 (meters)     567.78  (feet)  COMP
 AA4108  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 AA4108
 AA4108  VERT ORDER  -  FIRST     CLASS II
 AA4108
 AA4108.The horizontal coordinates were scaled from a topographic map and have
 AA4108.an estimated accuracy of +/- 6 seconds.
 AA4108
 AA4108.The orthometric height was determined by differential leveling
 AA4108.and adjusted by the National Geodetic Survey in September 1998..
 AA4108
 AA4108.The geoid height was determined by GEOID03.
 AA4108
 AA4108.The dynamic height is computed by dividing the NAVD 88
 AA4108.geopotential number by the normal gravity value computed on the
 AA4108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4108.degrees latitude (g = 980.6199 gals.).
 AA4108
 AA4108.The modeled gravity was interpolated from observed gravity values.
 AA4108
 AA4108;                    North         East    Units  Estimated Accuracy
 AA4108;SPC SC       -   308,370.      652,250.      MT  (+/- 180 meters Scaled)
 AA4108
 AA4108                          SUPERSEDED SURVEY CONTROL
 AA4108
 AA4108.No superseded survey control is available for this station.
 AA4108
 AA4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU426302(NAD 83)
 AA4108_MARKER: DD = SURVEY DISK
 AA4108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4108_STAMPING: 29 017 X 1993
 AA4108_MARK LOGO: SCGS  
 AA4108_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4108+STABILITY: SURFACE MOTION
 AA4108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4108+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4108
 AA4108  HISTORY     - Date     Condition        Report By
 AA4108  HISTORY     - 1993     MONUMENTED       SCGS
 AA4108  HISTORY     - 19990519 GOOD             USPSQD
 AA4108
 AA4108                          STATION DESCRIPTION
 AA4108
 AA4108'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4108'STATION IS LOCATED NEAR THE NORTH CORNER OF AN UNUSED CONCRETE BLOCK
 AA4108'CONVENIENCE STORE BUILDING IN THE FORK JUNCTION OF U.S. HIGHWAY 601
 AA4108'(GOLD MINE HIGHWAY) AND STATE HIGHWAY 265, 5.2 MILES (8.4 KM)
 AA4108'NORTHEAST OF KERSHAW. OWNERSHIP-JOHN BLACKWELL. STATION IS A CONCRETE
 AA4108'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 AA4108'49.6 FEET (15.1 M) SOUTHEAST OF THE CENTER OF HIGHWAY 601, 5.3 FEET
 AA4108'(1.6 M) NORTH NORTHWEST OF THE NORTH CORNER OF THE BUILDING, 26.6 FEET
 AA4108'(8.1 M) NORTHWEST OF THE WEST CORNER OF A CONCRETE BLOCK BARN BEHIND
 AA4108'THE STORE, 24.9 FEET (7.6 M) EAST NORTHEAST OF THE EAST CORNER OF A
 AA4108'CONCRETE PAD FOR A CENTRAL AIR CONDITIONER UNIT, 3.3 FEET (1.0 M)
 AA4108'SOUTH OF A WITNESS POST AT AN UNUSED POWER POLE. DESCRIBED BY C.E.
 AA4108'GEOGHEGAN.
 AA4108
 AA4108                          STATION RECOVERY (1999)
 AA4108
 AA4108'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4139 ***********************************************************************
 AA4139  DESIGNATION -  29 018
 AA4139  PID         -  AA4139
 AA4139  STATE/COUNTY-  SC/LANCASTER
 AA4139  USGS QUAD   -  LANCASTER (1969)
 AA4139
 AA4139                         *CURRENT SURVEY CONTROL
 AA4139  ___________________________________________________________________
 AA4139* NAD 83(1986)-  34 43 01.     (N)    080 46 59.     (W)     SCALED    
 AA4139* NAVD 88     -       152.860  (meters)     501.51   (feet)  ADJUSTED  
 AA4139  ___________________________________________________________________
 AA4139  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 AA4139  DYNAMIC HT  -         152.716 (meters)     501.04  (feet)  COMP
 AA4139  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 AA4139
 AA4139  VERT ORDER  -  SECOND    CLASS I
 AA4139
 AA4139.The horizontal coordinates were scaled from a topographic map and have
 AA4139.an estimated accuracy of +/- 6 seconds.
 AA4139
 AA4139.The orthometric height was determined by differential leveling
 AA4139.and adjusted by the National Geodetic Survey in September 1998..
 AA4139
 AA4139.The geoid height was determined by GEOID03.
 AA4139
 AA4139.The dynamic height is computed by dividing the NAVD 88
 AA4139.geopotential number by the normal gravity value computed on the
 AA4139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4139.degrees latitude (g = 980.6199 gals.).
 AA4139
 AA4139.The modeled gravity was interpolated from observed gravity values.
 AA4139
 AA4139;                    North         East    Units  Estimated Accuracy
 AA4139;SPC SC       -   319,820.      629,470.      MT  (+/- 180 meters Scaled)
 AA4139
 AA4139                          SUPERSEDED SURVEY CONTROL
 AA4139
 AA4139.No superseded survey control is available for this station.
 AA4139
 AA4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU198416(NAD 83)
 AA4139_MARKER: DD = SURVEY DISK
 AA4139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4139_STAMPING: 29 018 1993
 AA4139_MARK LOGO: SCGS  
 AA4139_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4139+STABILITY: SURFACE MOTION
 AA4139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4139+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4139
 AA4139  HISTORY     - Date     Condition        Report By
 AA4139  HISTORY     - 1993     MONUMENTED       SCGS
 AA4139  HISTORY     - 19990324 GOOD             USPSQD
 AA4139
 AA4139                          STATION DESCRIPTION
 AA4139
 AA4139'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4139'STATION IS LOCATED IN LANCASTER. OWNERSHIP--DUKE POWER COMPANY. TO
 AA4139'REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 9
 AA4139'BUSINESS, 200 AND U.S. HIGHWAY 521 BUSINESS (MEETING AND MARKET
 AA4139'STREETS) IN LANCASTER, GO WEST SOUTHWEST ON HIGHWAY 9 BUSINESS FOR 0.9
 AA4139'MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 117 (PENNY STREET) AND THE
 AA4139'STATION CENTERED BENEATH A STEEL HIGH-TENSION LINE TOWER IN THE
 AA4139'SOUTHEAST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH
 AA4139'THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 77.1 FEET (23.5 M)
 AA4139'SOUTH OF THE NORTH EDGE OF THE CURB OF THE HIGHWAY, 96.8 FEET (29.5 M)
 AA4139'EAST OF THE CENTER OF THE ROAD, 76.6 FEET (23.3 M) WEST OF THE
 AA4139'SOUTHWEST CORNER OF THE TOP BRICK STEP OF THE BACK DOOR OF A BRICK
 AA4139'HOUSE NUMBER 611, 50.7 FEET (15.5 M) SOUTHEAST OF THE NORTHEAST CORNER
 AA4139'OF A MASONITE-SIDED HOUSE, 37.6 FEET (11.5 M) SOUTHWEST OF A WITNESS
 AA4139'POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4139
 AA4139                          STATION RECOVERY (1999)
 AA4139
 AA4139'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4140 ***********************************************************************
 AA4140  DESIGNATION -  29 019
 AA4140  PID         -  AA4140
 AA4140  STATE/COUNTY-  SC/LANCASTER
 AA4140  USGS QUAD   -  LANCASTER (1969)
 AA4140
 AA4140                         *CURRENT SURVEY CONTROL
 AA4140  ___________________________________________________________________
 AA4140* NAD 83(1986)-  34 42 58.     (N)    080 47 29.     (W)     SCALED    
 AA4140* NAVD 88     -       135.753  (meters)     445.38   (feet)  ADJUSTED  
 AA4140  ___________________________________________________________________
 AA4140  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AA4140  DYNAMIC HT  -         135.625 (meters)     444.96  (feet)  COMP
 AA4140  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 AA4140
 AA4140  VERT ORDER  -  SECOND    CLASS I
 AA4140
 AA4140.The horizontal coordinates were scaled from a topographic map and have
 AA4140.an estimated accuracy of +/- 6 seconds.
 AA4140
 AA4140.The orthometric height was determined by differential leveling
 AA4140.and adjusted by the National Geodetic Survey in September 1998..
 AA4140
 AA4140.The geoid height was determined by GEOID03.
 AA4140
 AA4140.The dynamic height is computed by dividing the NAVD 88
 AA4140.geopotential number by the normal gravity value computed on the
 AA4140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4140.degrees latitude (g = 980.6199 gals.).
 AA4140
 AA4140.The modeled gravity was interpolated from observed gravity values.
 AA4140
 AA4140;                    North         East    Units  Estimated Accuracy
 AA4140;SPC SC       -   319,720.      628,710.      MT  (+/- 180 meters Scaled)
 AA4140
 AA4140                          SUPERSEDED SURVEY CONTROL
 AA4140
 AA4140.No superseded survey control is available for this station.
 AA4140
 AA4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU191415(NAD 83)
 AA4140_MARKER: DD = SURVEY DISK
 AA4140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4140_STAMPING: 29 019 1993
 AA4140_MARK LOGO: SCGS  
 AA4140_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4140+STABILITY: SURFACE MOTION
 AA4140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4140+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4140
 AA4140  HISTORY     - Date     Condition        Report By
 AA4140  HISTORY     - 1993     MONUMENTED       SCGS
 AA4140  HISTORY     - 19990324 GOOD             USPSQD
 AA4140
 AA4140                          STATION DESCRIPTION
 AA4140
 AA4140'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4140'STATION IS LOCATED 1.2 MILES (1.9 KM) WEST SOUTHWEST OF LANCASTER.
 AA4140'OWNERSHIP--MORIAH BAPTIST ASSOCIATION, P.O. BOX 1042, 914 WEST MEETING
 AA4140'STREET, LANCASTER, SC 29721, PHONE 803-283-8409. TO REACH THE STATION
 AA4140'FROM THE JUNCTION OF STATE HIGHWAY 9 BUSINESS (MEETING STREET) AND 914
 AA4140'(AIRPORT ROAD), 1.8 MILES (2.9 KM) WEST SOUTHWEST OF LANCASTER, GO
 AA4140'EAST NORTHEAST ON HIGHWAY 9 BUSINESS FOR 0.6 MILE (1.0 KM) TO THE
 AA4140'STATION ON THE LEFT NEAR THE SOUTHWEST CORNER OF A BRICK SIGN (MORIAH
 AA4140'BAPTIST ASSOCIATION), 0.1 MILE (0.2 KM) WEST SOUTHWEST OF THE JUNCTION
 AA4140'OF STATE ROAD 12 (WOODLAND DRIVE). STATION IS A CONCRETE POST FLUSH
 AA4140'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 47.3 FEET
 AA4140'(14.4 M) NORTH NORTHWEST OF THE SOUTH EDGE OF THE CURB OF THE HIGHWAY,
 AA4140'2.1 FEET (0.6 M) WEST OF THE SOUTHWEST CORNER OF THE SIGN BASE, 41.6
 AA4140'FEET (12.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 14.8
 AA4140'FEET (4.5 M) EAST OF A SECURITY LIGHT POLE, 14.0 FEET (4.3 M) SOUTH OF
 AA4140'THE SOUTH EDGE OF A SIDEWALK. DESCRIBED BY C.E. GEOGHEGAN.
 AA4140
 AA4140                          STATION RECOVERY (1999)
 AA4140
 AA4140'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4141 ***********************************************************************
 AA4141  DESIGNATION -  29 020
 AA4141  PID         -  AA4141
 AA4141  STATE/COUNTY-  SC/LANCASTER
 AA4141  USGS QUAD   -  LANCASTER (1969)
 AA4141
 AA4141                         *CURRENT SURVEY CONTROL
 AA4141  ___________________________________________________________________
 AA4141* NAD 83(1986)-  34 43 01.     (N)    080 48 52.     (W)     SCALED    
 AA4141* NAVD 88     -       139.253  (meters)     456.87   (feet)  ADJUSTED  
 AA4141  ___________________________________________________________________
 AA4141  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AA4141  DYNAMIC HT  -         139.122 (meters)     456.44  (feet)  COMP
 AA4141  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 AA4141
 AA4141  VERT ORDER  -  SECOND    CLASS I
 AA4141
 AA4141.The horizontal coordinates were scaled from a topographic map and have
 AA4141.an estimated accuracy of +/- 6 seconds.
 AA4141
 AA4141.The orthometric height was determined by differential leveling
 AA4141.and adjusted by the National Geodetic Survey in September 1998..
 AA4141
 AA4141.The geoid height was determined by GEOID03.
 AA4141
 AA4141.The dynamic height is computed by dividing the NAVD 88
 AA4141.geopotential number by the normal gravity value computed on the
 AA4141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4141.degrees latitude (g = 980.6199 gals.).
 AA4141
 AA4141.The modeled gravity was interpolated from observed gravity values.
 AA4141
 AA4141;                    North         East    Units  Estimated Accuracy
 AA4141;SPC SC       -   319,810.      626,600.      MT  (+/- 180 meters Scaled)
 AA4141
 AA4141                          SUPERSEDED SURVEY CONTROL
 AA4141
 AA4141.No superseded survey control is available for this station.
 AA4141
 AA4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU169416(NAD 83)
 AA4141_MARKER: DD = SURVEY DISK
 AA4141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4141_STAMPING: 29 020 1993
 AA4141_MARK LOGO: SCGS  
 AA4141_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4141+STABILITY: SURFACE MOTION
 AA4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4141+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4141
 AA4141  HISTORY     - Date     Condition        Report By
 AA4141  HISTORY     - 1993     MONUMENTED       SCGS
 AA4141  HISTORY     - 19990324 GOOD             USPSQD
 AA4141
 AA4141                          STATION DESCRIPTION
 AA4141
 AA4141'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4141'STATION IS LOCATED 2.5 MILES (4.0 KM) WEST OF LANCASTER.
 AA4141'OWNERSHIP--SANDRA REID, 1719 WEST MEETING STREET, LANCASTER, SC 29720,
 AA4141'PHONE 803-285-5987. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4141'HIGHWAY 9 BUSINESS (MEETING STREET) AND 914 (AIRPORT ROAD), 1.8 MILES
 AA4141'(2.9 KM) WEST SOUTHWEST OF LANCASTER, GO WEST SOUTHWEST ON HIGHWAY 9
 AA4141'BUSINESS FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF STATE ROAD 57 (OLD
 AA4141'LANDSFORD ROAD) AND THE STATION NEAR A SECURITY LIGHT POLE BETWEEN TWO
 AA4141'BRICK HOUSES IN THE WEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE
 AA4141'POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY,
 AA4141'139.6 FEET (42.6 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 19.4 FEET
 AA4141'(5.9 M) EAST SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE NUMBER 1719,
 AA4141'23.6 FEET (7.2 M) NORTH NORTHWEST OF THE WEST CORNER OF THE HOUSE
 AA4141'NUMBER 1709, 1.8 FEET (0.5 M) NORTHEAST OF THE SECURITY LIGHT POLE.
 AA4141'DESCRIBED BY C.E. GEOGHEGAN.
 AA4141
 AA4141                          STATION RECOVERY (1999)
 AA4141
 AA4141'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4143 ***********************************************************************
 AA4143  DESIGNATION -  29 021
 AA4143  PID         -  AA4143
 AA4143  STATE/COUNTY-  SC/LANCASTER
 AA4143  USGS QUAD   -  LANCASTER (1969)
 AA4143
 AA4143                         *CURRENT SURVEY CONTROL
 AA4143  ___________________________________________________________________
 AA4143* NAD 83(1986)-  34 43 04.     (N)    080 50 46.     (W)     SCALED    
 AA4143* NAVD 88     -       161.064  (meters)     528.42   (feet)  ADJUSTED  
 AA4143  ___________________________________________________________________
 AA4143  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AA4143  DYNAMIC HT  -         160.911 (meters)     527.92  (feet)  COMP
 AA4143  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 AA4143
 AA4143  VERT ORDER  -  SECOND    CLASS I
 AA4143
 AA4143.The horizontal coordinates were scaled from a topographic map and have
 AA4143.an estimated accuracy of +/- 6 seconds.
 AA4143
 AA4143.The orthometric height was determined by differential leveling
 AA4143.and adjusted by the National Geodetic Survey in September 1998..
 AA4143
 AA4143.The geoid height was determined by GEOID03.
 AA4143
 AA4143.The dynamic height is computed by dividing the NAVD 88
 AA4143.geopotential number by the normal gravity value computed on the
 AA4143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4143.degrees latitude (g = 980.6199 gals.).
 AA4143
 AA4143.The modeled gravity was interpolated from observed gravity values.
 AA4143
 AA4143;                    North         East    Units  Estimated Accuracy
 AA4143;SPC SC       -   319,900.      623,700.      MT  (+/- 180 meters Scaled)
 AA4143
 AA4143                          SUPERSEDED SURVEY CONTROL
 AA4143
 AA4143.No superseded survey control is available for this station.
 AA4143
 AA4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU140417(NAD 83)
 AA4143_MARKER: DD = SURVEY DISK
 AA4143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4143_STAMPING: 29 021 1993
 AA4143_MARK LOGO: SCGS  
 AA4143_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4143+STABILITY: SURFACE MOTION
 AA4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4143+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4143
 AA4143  HISTORY     - Date     Condition        Report By
 AA4143  HISTORY     - 1993     MONUMENTED       SCGS
 AA4143  HISTORY     - 19990324 GOOD             USPSQD
 AA4143
 AA4143                          STATION DESCRIPTION
 AA4143
 AA4143'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4143'STATION IS LOCATED 4.3 MILES (6.9 KM) WEST OF LANCASTER.
 AA4143'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4143'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE STATE
 AA4143'HIGHWAYS 9 BUSINESS (MEETING STREET) AND 9 BY-PASS, 3.3 MILES (5.3 KM)
 AA4143'WEST OF LANCASTER, GO WEST SOUTHWEST ON HIGHWAY 9 FOR 1.15 MILES (1.85
 AA4143'KM) TO THE STATION ON THE RIGHT NEAR A SIGN (SPRINGMAID-WAMSUTTA),
 AA4143'0.05 MILE (0.08 KM) EAST NORTHEAST OF THE JUNCTION OF STATE ROAD 50.
 AA4143'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA4143'HIGHWAY, 130.2 FEET (39.7 M) WEST SOUTHWEST OF A POWER POLE WITH TWO
 AA4143'GUY WIRES AND A TRANSFORMER, 43.3 FEET (13.2 M) NORTH NORTHWEST OF THE
 AA4143'NORTHBOUND LANES OF THE HIGHWAY, 4.8 FEET (1.5 M) SOUTH SOUTHWEST OF
 AA4143'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE SIGN, 23.7
 AA4143'FEET (7.2 M) NORTHEAST OF A FIRE HYDRANT, 99.1 FEET (30.2 M) EAST
 AA4143'NORTHEAST OF A POWER POLE NUMBER 144471/035709, 178.6 FEET (54.4 M)
 AA4143'SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK-FACED METAL
 AA4143'BUILDING (SPRINGMAID-WAMSUTTA STORE). DESCRIBED BY C.E. GEOGHEGAN.
 AA4143
 AA4143                          STATION RECOVERY (1999)
 AA4143
 AA4143'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4144 ***********************************************************************
 AA4144  DESIGNATION -  29 022
 AA4144  PID         -  AA4144
 AA4144  STATE/COUNTY-  SC/LANCASTER
 AA4144  USGS QUAD   -  LANCASTER (1969)
 AA4144
 AA4144                         *CURRENT SURVEY CONTROL
 AA4144  ___________________________________________________________________
 AA4144* NAD 83(1986)-  34 42 47.     (N)    080 51 24.     (W)     SCALED    
 AA4144* NAVD 88     -       154.068  (meters)     505.47   (feet)  ADJUSTED  
 AA4144  ___________________________________________________________________
 AA4144  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AA4144  DYNAMIC HT  -         153.922 (meters)     504.99  (feet)  COMP
 AA4144  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 AA4144
 AA4144  VERT ORDER  -  SECOND    CLASS I
 AA4144
 AA4144.The horizontal coordinates were scaled from a topographic map and have
 AA4144.an estimated accuracy of +/- 6 seconds.
 AA4144
 AA4144.The orthometric height was determined by differential leveling
 AA4144.and adjusted by the National Geodetic Survey in September 1998..
 AA4144
 AA4144.The geoid height was determined by GEOID03.
 AA4144
 AA4144.The dynamic height is computed by dividing the NAVD 88
 AA4144.geopotential number by the normal gravity value computed on the
 AA4144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4144.degrees latitude (g = 980.6199 gals.).
 AA4144
 AA4144.The modeled gravity was interpolated from observed gravity values.
 AA4144
 AA4144;                    North         East    Units  Estimated Accuracy
 AA4144;SPC SC       -   319,370.      622,730.      MT  (+/- 180 meters Scaled)
 AA4144
 AA4144                          SUPERSEDED SURVEY CONTROL
 AA4144
 AA4144.No superseded survey control is available for this station.
 AA4144
 AA4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU131412(NAD 83)
 AA4144_MARKER: DD = SURVEY DISK
 AA4144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4144_STAMPING: 29 022 1993
 AA4144_MARK LOGO: SCGS  
 AA4144_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4144+STABILITY: SURFACE MOTION
 AA4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4144+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4144
 AA4144  HISTORY     - Date     Condition        Report By
 AA4144  HISTORY     - 1993     MONUMENTED       SCGS
 AA4144  HISTORY     - 19990324 GOOD             USPSQD
 AA4144
 AA4144                          STATION DESCRIPTION
 AA4144
 AA4144'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4144'STATION IS LOCATED 5.0 MILES (8.0 KM) WEST OF LANCASTER.
 AA4144'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4144'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE STATE
 AA4144'HIGHWAYS 9 BUSINESS (MEETING STREET) AND 9 BY-PASS, 3.3 MILES (5.3 KM)
 AA4144'WEST OF LANCASTER, GO WEST SOUTHWEST ON HIGHWAY 9 FOR 1.8 MILES (2.9
 AA4144'KM) TO THE JUNCTION OF STATE ROAD 550 AND THE STATION NEAR A FLAG POLE
 AA4144'IN THE GRASS MEDIAN OF THE ROAD. STATION IS A CONCRETE POST FLUSH WITH
 AA4144'THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 3.7 FEET (1.1 M) NORTH
 AA4144'NORTHEAST OF THE NORTHWEST CORNER OF A BRICK PLANTER SURROUNDING A
 AA4144'SIGN, 75.2 FEET (22.9 M) NORTH NORTHWEST OF THE CENTER OF THE
 AA4144'NORTHBOUND LANES OF THE HIGHWAY, 21.4 FEET (6.5 M) WEST SOUTHWEST OF
 AA4144'THE EAST EDGE OF THE CURB OF THE NORTHBOUND LANES OF THE ROAD, 33.1
 AA4144'FEET (10.1 M) SOUTH SOUTHEAST OF THE EAST EDGE OF THE CURB OF THE
 AA4144'SOUTHBOUND LANES OF THE ROAD, 17.2 FEET (5.2 M) SOUTH SOUTHEAST OF THE
 AA4144'FLAG POLE, 118.3 FEET (36.1 M) WEST SOUTHWEST OF A POWER POLE WITH A
 AA4144'FLOOD LIGHT, A TRANSFORMER AND TWO GUY WIRES, 8.4 FEET (2.6 M) NORTH
 AA4144'NORTHEAST OF A WITNESS POST AT THE NORTHEAST LEG OF A SIGN (LANCASTER
 AA4144'COUNTY AIRPORT). DESCRIBED BY C.E. GEOGHEGAN.
 AA4144
 AA4144                          STATION RECOVERY (1999)
 AA4144
 AA4144'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA4144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1686 ***********************************************************************
 DE1686  DESIGNATION -  29 HLZ
 DE1686  PID         -  DE1686
 DE1686  STATE/COUNTY-  SC/CLARENDON
 DE1686  USGS QUAD   -  JORDAN (1987)
 DE1686
 DE1686                         *CURRENT SURVEY CONTROL
 DE1686  ___________________________________________________________________
 DE1686* NAD 83(1986)-  33 35 18.     (N)    080 12 31.     (W)     SCALED    
 DE1686* NAVD 88     -        29.314  (meters)      96.17   (feet)  ADJUSTED  
 DE1686  ___________________________________________________________________
 DE1686  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DE1686  DYNAMIC HT  -          29.284 (meters)      96.08  (feet)  COMP
 DE1686  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 DE1686
 DE1686  VERT ORDER  -  FIRST     CLASS II
 DE1686
 DE1686.This mark is at Santee Cooper Regional Airport (MNI)
 DE1686
 DE1686.The horizontal coordinates were scaled from a topographic map and have
 DE1686.an estimated accuracy of +/- 6 seconds.
 DE1686
 DE1686.The orthometric height was determined by differential leveling
 DE1686.and adjusted by the National Geodetic Survey in June 1991..
 DE1686
 DE1686.The geoid height was determined by GEOID03.
 DE1686
 DE1686.The dynamic height is computed by dividing the NAVD 88
 DE1686.geopotential number by the normal gravity value computed on the
 DE1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1686.degrees latitude (g = 980.6199 gals.).
 DE1686
 DE1686.The modeled gravity was interpolated from observed gravity values.
 DE1686
 DE1686;                    North         East    Units  Estimated Accuracy
 DE1686;SPC SC       -   194,900.      683,050.      MT  (+/- 180 meters Scaled)
 DE1686
 DE1686                          SUPERSEDED SURVEY CONTROL
 DE1686
 DE1686  NGVD 29 (03/21/89)   29.610  (m)           97.15   (f) ADJUSTED    1 2
 DE1686
 DE1686.Superseded values are not recommended for survey control.
 DE1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1686.See file dsdata.txt to determine how the superseded data were derived.
 DE1686
 DE1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT734167(NAD 83)
 DE1686_MARKER: DD = SURVEY DISK
 DE1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1686_SP_SET: CONCRETE POST
 DE1686_STAMPING: 97 29 HLZ 1972
 DE1686_MARK LOGO: USGS  
 DE1686_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1686+STABILITY: SURFACE MOTION
 DE1686
 DE1686  HISTORY     - Date     Condition        Report By
 DE1686  HISTORY     - 1972     MONUMENTED       USGS
 DE1686  HISTORY     - 1984     GOOD             SCGS
 DE1686  HISTORY     - 20041027 MARK NOT FOUND   SCGS
 DE1686
 DE1686                          STATION DESCRIPTION
 DE1686
 DE1686'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1686'2.1 KM (1.3 MI) SOUTH FROM JORDAN.
 DE1686'2.0 KILOMETERS (1.25 MILES) SOUTH ALONG STATE HIGHWAY 260 FROM THE
 DE1686'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN, THENCE 0.3 KILOMETER
 DE1686'(0.2 MILE) WEST ALONG COUNTY ROAD S-14-504 CROSSING THE PARKING AREA
 DE1686'AND TWO RUNWAYS OF THE CLARENDON COUNTY AIRPORT, SET IN THE SOUTHWEST
 DE1686'ANGLE OF A SAND DRIVE AND THE WEST RUNWAY, 28.16 METERS (92.4 FEET)
 DE1686'SOUTHEAST OF A FENCE CORNER, 3.05 METERS (10.0 FEET) SOUTH OF THE
 DE1686'APPROXIMATE CENTER OF THE SAND DRIVE, 0.61 METER (2.0 FEET) WEST OF
 DE1686'THE WEST EDGE OF THE WEST RUNWAY.
 DE1686'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 DE1686'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 DE1686
 DE1686                          STATION RECOVERY (2004)
 DE1686
 DE1686'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1686'NOT RECOVERED,  A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE
 DE1686'AREA HAS  CHANGED DUE TO RUNWAY RIGHT OF WAY MAINTENANCE,  PRESUMED
 DE1686'DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2857 ***********************************************************************
 CK2857  DESIGNATION -  29 RFJ
 CK2857  PID         -  CK2857
 CK2857  STATE/COUNTY-  SC/DORCHESTER
 CK2857  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2857
 CK2857                         *CURRENT SURVEY CONTROL
 CK2857  ___________________________________________________________________
 CK2857* NAD 83(1986)-  32 55 39.     (N)    080 23 27.     (W)     SCALED    
 CK2857* NAVD 88     -         8.136  (meters)      26.69   (feet)  ADJUSTED  
 CK2857  ___________________________________________________________________
 CK2857  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 CK2857  DYNAMIC HT  -           8.127 (meters)      26.66  (feet)  COMP
 CK2857  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 CK2857
 CK2857  VERT ORDER  -  FIRST     CLASS II
 CK2857
 CK2857.The horizontal coordinates were scaled from a topographic map and have
 CK2857.an estimated accuracy of +/- 6 seconds.
 CK2857
 CK2857.The orthometric height was determined by differential leveling
 CK2857.and adjusted by the National Geodetic Survey in June 1991..
 CK2857
 CK2857.The geoid height was determined by GEOID03.
 CK2857
 CK2857.The dynamic height is computed by dividing the NAVD 88
 CK2857.geopotential number by the normal gravity value computed on the
 CK2857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2857.degrees latitude (g = 980.6199 gals.).
 CK2857
 CK2857.The modeled gravity was interpolated from observed gravity values.
 CK2857
 CK2857;                    North         East    Units  Estimated Accuracy
 CK2857;SPC SC       -   121,510.      666,570.      MT  (+/- 180 meters Scaled)
 CK2857
 CK2857                          SUPERSEDED SURVEY CONTROL
 CK2857
 CK2857  NGVD 29 (03/21/89)    8.428  (m)           27.65   (f) ADJUSTED    1 2
 CK2857
 CK2857.Superseded values are not recommended for survey control.
 CK2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2857.See file dsdata.txt to determine how the superseded data were derived.
 CK2857
 CK2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS569434(NAD 83)
 CK2857_MARKER: DD = SURVEY DISK
 CK2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2857_SP_SET: CONCRETE POST
 CK2857_STAMPING: 29 RFJ 1972
 CK2857_MARK LOGO: USGS  
 CK2857_PROJECTION: RECESSED 8 CENTIMETERS
 CK2857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2857+STABILITY: SURFACE MOTION
 CK2857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2857+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 CK2857
 CK2857  HISTORY     - Date     Condition        Report By
 CK2857  HISTORY     - 1972     MONUMENTED       USGS
 CK2857  HISTORY     - 1983     GOOD             SCGS
 CK2857  HISTORY     - 19930612 GOOD             USPSQD
 CK2857  HISTORY     - 20020807 GOOD             SCGS
 CK2857  HISTORY     - 20030618 GOOD             USPSQD
 CK2857
 CK2857                          STATION DESCRIPTION
 CK2857
 CK2857'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2857'23.6 KM (14.7 MI) SW FROM SUMMERVILLE.
 CK2857'11.35 KILOMETERS (7.05 MILES) SOUTHWEST ALONG U.S.  HIGHWAY 17
 CK2857'ALTERNATE FROM ITS MOST WESTERN JUNCTION WITH STATE HIGHWAY 61, SET IN
 CK2857'THE NORTHEAST ANGLE OF A SAND CROSSROAD, 0.9 METER (3.0 FEET) NORTH OF
 CK2857'A POWER POLE, 9.0 METERS (29.5 FEET) EAST OF THE APPROXIMATE CENTER OF
 CK2857'THE SAND ROAD, 15.5 METERS (51.0 FEET) NORTH OF THE APPROXIMATE CENTER
 CK2857'OF HIGHWAY 17, 21.3 METERS (70.0 FEET) SOUTHEAST OF THE EAST-SOUTHEAST
 CK2857'CORNER OF A ONE-STORY WHITE BUILDING.
 CK2857'THE MARK IS 0.10 METERS  SSW FROM A WITNESS POST.
 CK2857'THE MARK IS 0.20 M BELOW HIGHWAY 17.
 CK2857
 CK2857                          STATION RECOVERY (1993)
 CK2857
 CK2857'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK2857'RECOVERED IN GOOD CONDITION.
 CK2857
 CK2857                          STATION RECOVERY (2002)
 CK2857
 CK2857'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2857'STATION IS LOCATED 5.25 MILES EAST OF COTTAGEVILLE, 20.7 MILES SOUTH
 CK2857'SOUTHEAST OF SAINT
 CK2857'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2857'COLUMBIA, SC
 CK2857'29202, PHONE 803-737-1350.
 CK2857'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 17
 CK2857'ALTERNATE AND STATE
 CK2857'HIGHWAY 61, 7.25 MILES WEST SOUTHWEST OF SUMMERVILLE, GO WEST
 CK2857'SOUTHWEST ON
 CK2857'HIGHWAY 17 ALTERNATE FOR 3.0 MILES TO  THE JUNCTION OF STATE ROAD 84
 CK2857'(CLUBHOUSE ROAD),
 CK2857'CONTINUE ON HIGHWAY 17 ALTERNATE FOR 3.9 MILES TO THE STATION ON THE
 CK2857'RIGHT NEAR A
 CK2857'POWER POLE IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 137
 CK2857'(SULLIVANS LOG
 CK2857'ROAD LEFT AND SANDPIT ROAD RIGHT).
 CK2857'STATION IS A PIPE CAP ATTACHED TO A PIPE MARK IMBEDDED IN THE GROUND
 CK2857'RECESSED 0.3 FOOT
 CK2857'AND 0.5 FOOT BELOW THE HIGHWAY, 49.5 FEET NORTH OF THE CENTER OF THE
 CK2857'HIGHWAY, 29.0 FEET
 CK2857'EAST OF THE CENTER OF SANDPIT ROAD, 3.1 FEET SOUTH OF THE POWER POLE
 CK2857'WITH A SCGS
 CK2857'REFERENCE WASHER ATTACHED, 86.0 FEET SOUTHEAST OF THE NORTHEAST CORNER
 CK2857'OF A WOOD
 CK2857'BUILDING (THE CHURCH OF GOD IN TRUE HOLINESS), 0.3 FOOT SOUTH OF A
 CK2857'WITNESS POST.
 CK2857'RECOVERED BY J.B. SMOAK.
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857' 
 CK2857'
 CK2857
 CK2857                          STATION RECOVERY (2003)
 CK2857
 CK2857'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2894 ***********************************************************************
 CK2894  DESIGNATION -  29 WLC
 CK2894  PID         -  CK2894
 CK2894  STATE/COUNTY-  SC/COLLETON
 CK2894  USGS QUAD   -  WALTERBORO (1988)
 CK2894
 CK2894                         *CURRENT SURVEY CONTROL
 CK2894  ___________________________________________________________________
 CK2894* NAD 83(1986)-  32 53 37.     (N)    080 37 56.     (W)     SCALED    
 CK2894* NAVD 88     -        15.719  (meters)      51.57   (feet)  ADJUSTED  
 CK2894  ___________________________________________________________________
 CK2894  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2894  DYNAMIC HT  -          15.702 (meters)      51.52  (feet)  COMP
 CK2894  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 CK2894
 CK2894  VERT ORDER  -  FIRST     CLASS II
 CK2894
 CK2894.The horizontal coordinates were scaled from a topographic map and have
 CK2894.an estimated accuracy of +/- 6 seconds.
 CK2894
 CK2894.The orthometric height was determined by differential leveling
 CK2894.and adjusted by the National Geodetic Survey in June 1991..
 CK2894
 CK2894.The geoid height was determined by GEOID03.
 CK2894
 CK2894.The dynamic height is computed by dividing the NAVD 88
 CK2894.geopotential number by the normal gravity value computed on the
 CK2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2894.degrees latitude (g = 980.6199 gals.).
 CK2894
 CK2894.The modeled gravity was interpolated from observed gravity values.
 CK2894
 CK2894;                    North         East    Units  Estimated Accuracy
 CK2894;SPC SC       -   117,650.      644,010.      MT  (+/- 180 meters Scaled)
 CK2894
 CK2894                          SUPERSEDED SURVEY CONTROL
 CK2894
 CK2894  NGVD 29 (03/21/89)   16.006  (m)           52.51   (f) ADJUSTED    1 2
 CK2894
 CK2894.Superseded values are not recommended for survey control.
 CK2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2894.See file dsdata.txt to determine how the superseded data were derived.
 CK2894
 CK2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS343395(NAD 83)
 CK2894_MARKER: DD = SURVEY DISK
 CK2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2894_SP_SET: CONCRETE POST
 CK2894_STAMPING: 29 WLC 1982
 CK2894_MARK LOGO: USGS  
 CK2894_PROJECTION: RECESSED 5 CENTIMETERS
 CK2894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2894+STABILITY: SURFACE MOTION
 CK2894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2894+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 CK2894
 CK2894  HISTORY     - Date     Condition        Report By
 CK2894  HISTORY     - 1982     MONUMENTED       USGS
 CK2894  HISTORY     - 1984     GOOD             SCGS
 CK2894  HISTORY     - 20050822 GOOD             SCGS
 CK2894
 CK2894                          STATION DESCRIPTION
 CK2894
 CK2894'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2894'2.7 KM (1.7 MI) SE FROM WALTERBORO.
 CK2894'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2894'IN WALTERBORO, THENCE 1.05 KILOMETERS (0.65 MILE) EAST ALONG U.S.
 CK2894'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 2.5 KILOMETERS (1.55
 CK2894'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET NEAR THE END OF A CHAIN
 CK2894'LINK FENCE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD
 CK2894'S-15-636, 46.9 METERS (154.0 FEET) WEST-SOUTHWEST OF THE SOUTHWEST
 CK2894'CORNER OF THE NEW BETHANY BAPTIST CHURCH, 12.8 METERS (42.0 FEET)
 CK2894'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.2 METERS (76.0
 CK2894'FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 12.2 METERS
 CK2894'(40.0 FEET) WEST-NORTHWEST OF A POWER POLE NUMBER 219318.
 CK2894'THE MARK IS 0.20 M BELOW HIGHWAY.
 CK2894
 CK2894                          STATION RECOVERY (2005)
 CK2894
 CK2894'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2894'STATION IS LOCATED 2.1 MI (3.38 KM) EAST-SOUTHEAST OF WALTERBORO.
 CK2894'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2894'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2894'OF STATE HIGHWAYS 64 WEST (ROBERTSON BOULEVARD), 64 EAST (HAMPTON
 CK2894'STREET) AND 64 BUSINESS (HAMPTON STREET) IN WALTERBORO, GO EAST
 CK2894'SOUTHEAST ON HIGHWAY 64 FOR 0.85 MI (1.37 KM) TO THE STATION ON THE
 CK2894'LEFT NEAR AN END POST OF A CHAIN LINK FENCE NEAR THE SOUTHWEST CORNER
 CK2894'OF THE FIRST ASSEMBLY OF GOD CHURCH AND IN THE EAST ANGLE OF THE
 CK2894'JUNCTION OF STATE ROAD 636 (WIDGEON ROAD). STATION IS A CONCRETE POST
 CK2894'RECESSED 0.2 FT (0.1 M) AND LEVEL WITH THE HIGHWAY, 41.6 FT (12.7 M)
 CK2894'NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 77.0 FT (23.5 M) EAST
 CK2894'SOUTHEAST OF THE CENTER OF THE ROAD, 1.7 FT (0.5 M) EAST OF THE CHAIN
 CK2894'LINK FENCE END POST, 7.1 FT (2.2 M) WEST OF THE SOUTHWEST CORNER OF A
 CK2894'LARGE CONCRETE PAD FOR SEVERAL LARGE UTILITY BOXES, 38.5 FT (11.7 M)
 CK2894'WEST NORTHWEST OF A POWER POLE NUMBER 219318 WITH A SECURITY LIGHT,
 CK2894'1.3 FT (0.4 M) SOUTH SOUTHWEST OF A WITNESS POST. RECOVERED BY T.
 CK2894'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0340 ***********************************************************************
 EC0340  DESIGNATION -  293
 EC0340  PID         -  EC0340
 EC0340  STATE/COUNTY-  SC/FAIRFIELD
 EC0340  USGS QUAD   -  BLAIR (1969)
 EC0340
 EC0340                         *CURRENT SURVEY CONTROL
 EC0340  ___________________________________________________________________
 EC0340* NAD 83(1986)-  34 25 05.     (N)    081 24 12.     (W)     SCALED    
 EC0340* NAVD 88     -        88.644  (meters)     290.83   (feet)  ADJUSTED  
 EC0340  ___________________________________________________________________
 EC0340  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 EC0340  DYNAMIC HT  -          88.557 (meters)     290.54  (feet)  COMP
 EC0340  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 EC0340
 EC0340  VERT ORDER  -  SECOND    CLASS 0
 EC0340
 EC0340.The horizontal coordinates were scaled from a topographic map and have
 EC0340.an estimated accuracy of +/- 6 seconds.
 EC0340
 EC0340.The orthometric height was determined by differential leveling
 EC0340.and adjusted by the National Geodetic Survey in June 1991..
 EC0340
 EC0340.The geoid height was determined by GEOID03.
 EC0340
 EC0340.The dynamic height is computed by dividing the NAVD 88
 EC0340.geopotential number by the normal gravity value computed on the
 EC0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0340.degrees latitude (g = 980.6199 gals.).
 EC0340
 EC0340.The modeled gravity was interpolated from observed gravity values.
 EC0340
 EC0340;                    North         East    Units  Estimated Accuracy
 EC0340;SPC SC       -   286,710.      572,530.      MT  (+/- 180 meters Scaled)
 EC0340
 EC0340                          SUPERSEDED SURVEY CONTROL
 EC0340
 EC0340  NGVD 29 (??/??/92)   88.855  (m)          291.52   (f) ADJ UNCH    2 0
 EC0340
 EC0340.Superseded values are not recommended for survey control.
 EC0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0340.See file dsdata.txt to determine how the superseded data were derived.
 EC0340
 EC0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU629085(NAD 83)
 EC0340_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EC0340_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EC0340_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EC0340_STAMPING: 293 COLUMBIA 1901
 EC0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EC0340
 EC0340  HISTORY     - Date     Condition        Report By
 EC0340  HISTORY     - 1901     MONUMENTED       USGS
 EC0340  HISTORY     - 1935     GOOD             NGS
 EC0340  HISTORY     - 1981     MARK NOT FOUND   NGS
 EC0340
 EC0340                          STATION DESCRIPTION
 EC0340
 EC0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EC0340'AT BLAIRS.
 EC0340'AT BLAIRS, FAIRFIELD COUNTY, ABOUT 230 FEET NORTH OF THE NORTH
 EC0340'END OF THE SOUTHERN RAILWAY STATION, ABOUT 60 FEET NORTH OF THE
 EC0340'CENTER OF A ROAD CROSSING, AND 7.2 FEET EAST OF THE EAST RAIL
 EC0340'OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 EC0340'CAP, STAMPED 293 COLUMBIA 1901 AND RIVETED ON THE TOP OF A
 EC0340'3 1/2-INCH IRON PIPE.  NOTE-- IT WAS REPORTED IN 1935 THAT THIS
 EC0340'BENCH MARK WAS IN POOR CONDITION, THE POST BEING BENT OVER
 EC0340'AND THE CAP SO BATTERED THAT THE STAMPING WAS ILLEGIBLE.
 EC0340
 EC0340                          STATION RECOVERY (1981)
 EC0340
 EC0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EC0340'NOT RECOVERED, THE PIPE WAS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3573 ***********************************************************************
 AE3573  HT_MOD      -  This is a Height Modernization Survey Station.
 AE3573  SACS        -  This is a Secondary Airport Control Station.
 AE3573  DESIGNATION -  29J A
 AE3573  PID         -  AE3573
 AE3573  STATE/COUNTY-  SC/YORK
 AE3573  USGS QUAD   -  ROCK HILL WEST (1984)
 AE3573
 AE3573                         *CURRENT SURVEY CONTROL
 AE3573  ___________________________________________________________________
 AE3573* NAD 83(2001)-  34 59 44.41349(N)    081 03 15.26534(W)     ADJUSTED  
 AE3573* NAVD 88     -       200.16   (meters)     656.7    (feet)  GPS OBS   
 AE3573  ___________________________________________________________________
 AE3573  X           -     813,392.542 (meters)                     COMP
 AE3573  Y           -  -5,167,213.156 (meters)                     COMP
 AE3573  Z           -   3,637,570.632 (meters)                     COMP
 AE3573  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AE3573  ELLIP HEIGHT-         169.47  (meters)          (06/23/03) GPS OBS
 AE3573  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AE3573
 AE3573  HORZ ORDER  -  FIRST
 AE3573  ELLP ORDER  -  FOURTH    CLASS II
 AE3573
 AE3573.This mark is at Rock Hill (YORK CO) Bryant Fld Airport (29J)
 AE3573
 AE3573.The horizontal coordinates were established by GPS observations
 AE3573.and adjusted by the National Geodetic Survey in February 2003..
 AE3573
 AE3573.The orthometric height was determined by GPS observations and a
 AE3573.high-resolution geoid model.
 AE3573
 AE3573.GPS derived orthometric heights for airport stations designated as
 AE3573.PACS or SACS are published to 2 decimal places.  This maintains
 AE3573.centimeter relative accuracy between the PACS and SACS.  It does
 AE3573.not indicate centimeter accuracy relative to other marks which are
 AE3573.part of the NAVD 88 network.
 AE3573
 AE3573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3573
 AE3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3573
 AE3573.The ellipsoidal height was determined by GPS observations
 AE3573.and is referenced to NAD 83.
 AE3573
 AE3573.The geoid height was determined by GEOID03.
 AE3573
 AE3573;                    North         East     Units Scale Factor Converg.
 AE3573;SPC SC       -   350,717.588   604,647.929   MT  1.00006176   -0 01 48.3
 AE3573;SPC SC       - 1,150,648.25  1,983,753.05   iFT  1.00006176   -0 01 48.3
 AE3573;UTM  17      - 3,872,564.274   495,050.215   MT  0.99960030   -0 01 52.0
 AE3573
 AE3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3573!SPC SC       -   0.99997340  x   1.00006176  =   1.00003516
 AE3573!UTM  17      -   0.99997340  x   0.99960030  =   0.99957371
 AE3573
 AE3573                          SUPERSEDED SURVEY CONTROL
 AE3573
 AE3573  ELLIP H (02/10/03)  169.51   (m)                       GP(       ) 4 2
 AE3573  NAD 83(1986)-  34 59 44.42829(N)    081 03 15.27455(W) AD(       ) 1
 AE3573  NAD 83(1995)-  34 59 44.41360(N)    081 03 15.26525(W) AD(       ) 1
 AE3573  ELLIP H (02/28/00)  169.47   (m)                       GP(       ) 5 1
 AE3573  NAD 83(1995)-  34 59 44.41361(N)    081 03 15.26534(W) AD(       ) 1
 AE3573  ELLIP H (09/29/97)  169.51   (m)                       GP(       ) 4 2
 AE3573
 AE3573.Superseded values are not recommended for survey control.
 AE3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3573.See file dsdata.txt to determine how the superseded data were derived.
 AE3573
 AE3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9505072564(NAD 83)
 AE3573_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3573_STAMPING: 29J A 1996
 AE3573_MARK LOGO: NGS   
 AE3573_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE3573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3573+STABILITY: SURFACE MOTION
 AE3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3573+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 AE3573
 AE3573  HISTORY     - Date     Condition        Report By
 AE3573  HISTORY     - 1996     MONUMENTED       SCGS
 AE3573  HISTORY     - 19971124 GOOD             NGS
 AE3573  HISTORY     - 19990906 GOOD             SCGS
 AE3573  HISTORY     - 20000216 GOOD             NGS
 AE3573
 AE3573                          STATION DESCRIPTION
 AE3573
 AE3573'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3573'STATION IS LOCATED 5.15 MILES (8.29 KM) NORTH NORTHWEST OF ROCK HILL,
 AE3573'10.65 MILES (17.14 KM) EAST OF YORK.  OWNERSHIP--CURT BRAMBLETT,
 AE3573'PROJECT MANAGER, ROCK HILL MUNICIPAL/YORK COUNTY AIRPORT, CITY OF ROCK
 AE3573'HILL, P.O.  BOX 11706, ROCK HILL, SC 29731, 803-329-7083.  TO REACH
 AE3573'THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 161 AND 274
 AE3573'(EBENEZER AND CELANESE ROADS) , 4.15 MILES (6.68 KM) NORTHWEST OF ROCK
 AE3573'HILL, GO EAST ON HIGHWAY 161 FOR 0.1 MILE (0.2 KM) TO A ROAD LEFT
 AE3573'(BRYANT BOULEVARD) , TURN LEFT ON BRYANT BOULEVARD FOR 1.05 MILES
 AE3573'(1.69 KM) TO A T-ROAD (HOMESTEAD ROAD) , TURN LEFT ON HOMESTEAD ROAD
 AE3573'FOR 0.6 MILE (1.0 KM) TO A ROAD GRADE LEFT LEADING ONTO AIRPORT
 AE3573'PROPERTY, TURN LEFT ON ROAD GRADE FOR 0.05 MILE (0.08 KM) TO THE
 AE3573'STATION ON THE RIGHT NEAR A GAS PIPELINE WARNING SIGN.  STATION IS A
 AE3573'CONCRETE POST FLUSH WITH THE GROUND, 141.0 FEET (43.0 M) WEST
 AE3573'NORTHWEST OF THE CENTER OF THE ROAD, 108.0 FEET (32.9 M) WEST
 AE3573'NORTHWEST OF A POWER POLE FLA/25A WITH TWO CONDUITS AND A TELEPHONE
 AE3573'JUNCTION BOX FLA/25 AT THE BASE, 315.0 FEET (96.0 M) EAST NORTHEAST OF
 AE3573'THE RUNWAY END LIGHT AT THE NORTHEAST CORNER OF THE RUNWAY (EAST ONE
 AE3573'OF FOUR) , 195.0 FEET (59.4 M) NORTH NORTHEAST OF THE CENTER OF THE
 AE3573'OLD ROAD GRADE, 30.5 FEET (9.3 M) NORTH NORTHEAST OF A WITNESS POST AT
 AE3573'A GAS PIPELINE WARNING SIGN.  THIS STATION IS DESIGNATED AS A
 AE3573'SECONDARY AIRPORT CONTROL STATION.  DESCRIBED BY C.E.  GEOGHEGAN.
 AE3573
 AE3573                          STATION RECOVERY (1997)
 AE3573
 AE3573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3573'RECOVERED AS DESCRIBED.
 AE3573
 AE3573                          STATION RECOVERY (1999)
 AE3573
 AE3573'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AE3573'STATION IS LOCATED 10.65 MILES (17.14 KM) EAST OF YORK, 2.65 MILES
 AE3573'(4.26 KM) EAST OF NEWPORT.  OWNERSHIP--ROCK HILL MUNICIPAL/YORK COUNTY
 AE3573'AIRPORT, CITY OF ROCK HILL, CONTACT-CURT BRAMBLETT, PROJECT MANAGER,
 AE3573'PHONE 803-329-5560, P.O.  BOX 11706, ROCK HILL, SC 29731. TO REACH THE
 AE3573'STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 274 (EBENEZER ROAD)
 AE3573'AND 161 (CELANESE ROAD) , 4.15 MILES (6.68 KM) NORTHWEST OF ROCK HILL,
 AE3573'GO WEST ON HIGHWAYS 274 AND 161 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION
 AE3573'OF STATE ROAD 658 (MUSEUM ROAD) , TURN RIGHT ON ROAD 658 FOR 0.25 MILE
 AE3573'(0.40 KM) TO A FORK RIGHT (AIRPORT ROAD) , BEAR RIGHT ON AIRPORT ROAD
 AE3573'FOR 0.3 MILE (0.5 KM) TO A DRIVEWAY RIGHT LEADING TO THE TERMINAL,
 AE3573'TURN RIGHT ON THE DRIVEWAY PASSING THROUGH A GATE FOR 0.05 MILE (0.08
 AE3573'KM) TO A CONCRETE DRIVEWAY LEFT BETWEEN A ROW OF AIRCRAFT STORAGE
 AE3573'BUILDINGS AND AN AIRCRAFT PARKING SHELTER, TURN LEFT ON THE CONCRETE
 AE3573'DRIVEWAY ACROSS APRON AND TAXIWAY FOR 0.1 MILE (0.2 KM) TO THE
 AE3573'NORTH-SOUTH TAXIWAY, TURN LEFT ON THE TAXIWAY FOR 0.75 MILE (1.21 KM)
 AE3573'TO A CURVE RIGHT, BEAR RIGHT FOR 0.1 MILE (0.2 KM) TO A T-JUNCTION OF
 AE3573'THE RUNWAY, TURN LEFT ALONG THE RUNWAY FOR 0.05 MILE (0.08 KM) TO THE
 AE3573'STATION ON THE RIGHT NEAR GAS LINE WARNING POST., STATION IS A
 AE3573'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE
 AE3573'RUNWAY, 275.5 FEET (84.0 M) EAST OF THE NORTHEAST CORNER OF THE NORTH
 AE3573'END OF THE RUNWAY, 97.5 FEET (29.7 M) WEST OF A FENCE LINE, 30.8 FEET
 AE3573'(9.4 M) NORTH NORTHEAST OF THE GAS LINE WARNING POST, 30.5 FEET (9.3
 AE3573'M) NORTHEAST OF A WITNESS POST, 1.4 FEET (0.4 M) SOUTH SOUTHWEST OF A
 AE3573'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH AZIMUTH MARK BRYPORT
 AE3573'AZ MK.  RECOVERED BY H.B. HAMMERSLEY.
 AE3573
 AE3573                          STATION RECOVERY (2000)
 AE3573
 AE3573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AE3573'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0178 ***********************************************************************
 DD0178  DESIGNATION -  3
 DD0178  PID         -  DD0178
 DD0178  STATE/COUNTY-  SC/HORRY
 DD0178  USGS QUAD   -  ADRIAN (1980)
 DD0178
 DD0178                         *CURRENT SURVEY CONTROL
 DD0178  ___________________________________________________________________
 DD0178* NAD 83(1986)-  33 54 34.     (N)    079 02 44.     (W)     SCALED    
 DD0178* NAVD 88     -        12.402  (meters)      40.69   (feet)  POSTED    
 DD0178  ___________________________________________________________________
 DD0178  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DD0178  DYNAMIC HT  -          12.390 (meters)      40.65  (feet)  COMP
 DD0178  MODELED GRAV-     979,643.7   (mgal)                       NAVD 88
 DD0178
 DD0178  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DD0178
 DD0178.The horizontal coordinates were scaled from a topographic map and have
 DD0178.an estimated accuracy of +/- 6 seconds.
 DD0178
 DD0178.The orthometric height was determined by differential leveling
 DD0178.and adjusted by the National Geodetic Survey in 1992..
 DD0178.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DD0178.rate of 0.0 thru 1.0 mm/km.
 DD0178
 DD0178.The geoid height was determined by GEOID03.
 DD0178
 DD0178.The dynamic height is computed by dividing the NAVD 88
 DD0178.geopotential number by the normal gravity value computed on the
 DD0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0178.degrees latitude (g = 980.6199 gals.).
 DD0178
 DD0178.The modeled gravity was interpolated from observed gravity values.
 DD0178
 DD0178;                    North         East    Units  Estimated Accuracy
 DD0178;SPC SC       -   231,940.      790,310.      MT  (+/- 180 meters Scaled)
 DD0178
 DD0178                          SUPERSEDED SURVEY CONTROL
 DD0178
 DD0178  NGVD 29 (??/??/92)   12.747  (m)           41.82   (f) ADJ UNCH    1 2
 DD0178
 DD0178.Superseded values are not recommended for survey control.
 DD0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0178.See file dsdata.txt to determine how the superseded data were derived.
 DD0178
 DD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT806538(NAD 83)
 DD0178_MARKER: DD = SURVEY DISK
 DD0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0178_SP_SET: TREE
 DD0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0178
 DD0178  HISTORY     - Date     Condition        Report By
 DD0178  HISTORY     - UNK      MONUMENTED       SCHD
 DD0178  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0178  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 DD0178
 DD0178                          STATION DESCRIPTION
 DD0178
 DD0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0178'0.8 MI S FROM ALLEN.
 DD0178'0.8 MILE SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DD0178'ALLEN, 75 FEET SOUTH OF MILEPOST E 66, 40 FEET WEST OF THE
 DD0178'CENTERLINE OF THE TRACK, 40 FEET EAST OF THE CENTERLINE OF A
 DD0178'HIGHWAY, AND IN THE NORTHWEST ROOT OF A PINE TREE.
 DD0178
 DD0178                          STATION RECOVERY (2004)
 DD0178
 DD0178'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0183 ***********************************************************************
 CJ0183  DESIGNATION -  3
 CJ0183  PID         -  CJ0183
 CJ0183  STATE/COUNTY-  SC/CHARLESTON
 CJ0183  USGS QUAD   -  CHARLESTON (1983)
 CJ0183
 CJ0183                         *CURRENT SURVEY CONTROL
 CJ0183  ___________________________________________________________________
 CJ0183* NAD 83(1986)-  32 50 05.     (N)    079 57 50.     (W)     SCALED    
 CJ0183* NAVD 88     -         3.443  (meters)      11.30   (feet)  ADJUSTED  
 CJ0183  ___________________________________________________________________
 CJ0183  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 CJ0183  DYNAMIC HT  -           3.439 (meters)      11.28  (feet)  COMP
 CJ0183  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 CJ0183
 CJ0183  VERT ORDER  -  FIRST     CLASS I
 CJ0183
 CJ0183.The horizontal coordinates were scaled from a topographic map and have
 CJ0183.an estimated accuracy of +/- 6 seconds.
 CJ0183
 CJ0183.The orthometric height was determined by differential leveling
 CJ0183.and adjusted by the National Geodetic Survey in June 1991..
 CJ0183.WARNING-Repeat measurements at this control monument indicate possible
 CJ0183.vertical movement.
 CJ0183
 CJ0183.The geoid height was determined by GEOID03.
 CJ0183
 CJ0183.The dynamic height is computed by dividing the NAVD 88
 CJ0183.geopotential number by the normal gravity value computed on the
 CJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0183.degrees latitude (g = 980.6199 gals.).
 CJ0183
 CJ0183.The modeled gravity was interpolated from observed gravity values.
 CJ0183
 CJ0183;                    North         East    Units  Estimated Accuracy
 CJ0183;SPC SC       -   111,540.      706,600.      MT  (+/- 180 meters Scaled)
 CJ0183
 CJ0183                          SUPERSEDED SURVEY CONTROL
 CJ0183
 CJ0183  NGVD 29 (03/21/89)    3.741  (m)           12.27   (f) ADJUSTED    1 1
 CJ0183
 CJ0183.Superseded values are not recommended for survey control.
 CJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0183.See file dsdata.txt to determine how the superseded data were derived.
 CJ0183
 CJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS969334(NAD 83)
 CJ0183_MARKER: DJ = TIDAL STATION DISK
 CJ0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CJ0183_SP_SET: CONCRETE BASE
 CJ0183_STAMPING: NO 3 1933
 CJ0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0183
 CJ0183  HISTORY     - Date     Condition        Report By
 CJ0183  HISTORY     - 1933     MONUMENTED       CGS
 CJ0183  HISTORY     - 1952     GOOD             NGS
 CJ0183  HISTORY     - 1962     GOOD             NGS
 CJ0183  HISTORY     - 19950208 MARK NOT FOUND   USPSQD
 CJ0183
 CJ0183                          STATION DESCRIPTION
 CJ0183
 CJ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0183'3.7 MI NW FROM CHARLESTON.
 CJ0183'ABOUT 3.25 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 CJ0183'FROM THE UNION STATION AT CHARLESTON, THENCE ABOUT 0.45 MILE
 CJ0183'WEST ALONG A ROAD THRU VIRGINIA-CAROLINA CHEMICAL PLANT, 74 FEET
 CJ0183'SOUTHWEST OF THE SOUTH CORNER OF THE TALLER ONE OF TWO FOUR
 CJ0183'CORNERED CONCRETE SMOKE STACKS, 71 1/2 FEET NORTHEAST OF THE
 CJ0183'NORTH CORNER OF THE BRICK BASE OF A ROUND IRON SMOKE STACK,
 CJ0183'IN THE TOP OF THE SOUTH-SOUTHWEST CORNER OF AN ABANDONED OCTAGON
 CJ0183'SHAPED SMOKE STACK BASE AND ABOUT 1/2 FOOT ABOVE GROUND.  THE
 CJ0183'9 AND FIRST 3 IN THE STAMPING 1933 ARE NOT LEGIBLE.
 CJ0183
 CJ0183                          STATION RECOVERY (1962)
 CJ0183
 CJ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0183'RECOVERED IN GOOD CONDITION.
 CJ0183
 CJ0183                          STATION RECOVERY (1995)
 CJ0183
 CJ0183'RECOVERY NOTE BY US POWER SQUADRON 1995
 CJ0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1467 ***********************************************************************
 DE1467  DESIGNATION -  3
 DE1467  PID         -  DE1467
 DE1467  STATE/COUNTY-  SC/BERKELEY
 DE1467  USGS QUAD   -  MONCKS CORNER (1979)
 DE1467
 DE1467                         *CURRENT SURVEY CONTROL
 DE1467  ___________________________________________________________________
 DE1467* NAD 83(1986)-  33 12 58.     (N)    080 04 48.     (W)     SCALED    
 DE1467* NAVD 88     -        20.778  (meters)      68.17   (feet)  ADJUSTED  
 DE1467  ___________________________________________________________________
 DE1467  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DE1467  DYNAMIC HT  -          20.756 (meters)      68.10  (feet)  COMP
 DE1467  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DE1467
 DE1467  VERT ORDER  -  FIRST     CLASS II
 DE1467
 DE1467.The horizontal coordinates were scaled from a topographic map and have
 DE1467.an estimated accuracy of +/- 6 seconds.
 DE1467
 DE1467.The orthometric height was determined by differential leveling
 DE1467.and adjusted by the National Geodetic Survey in June 1991..
 DE1467
 DE1467.The geoid height was determined by GEOID03.
 DE1467
 DE1467.The dynamic height is computed by dividing the NAVD 88
 DE1467.geopotential number by the normal gravity value computed on the
 DE1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1467.degrees latitude (g = 980.6199 gals.).
 DE1467
 DE1467.The modeled gravity was interpolated from observed gravity values.
 DE1467
 DE1467;                    North         East    Units  Estimated Accuracy
 DE1467;SPC SC       -   153,730.      695,350.      MT  (+/- 180 meters Scaled)
 DE1467
 DE1467                          SUPERSEDED SURVEY CONTROL
 DE1467
 DE1467  NGVD 29 (03/21/89)   21.076  (m)           69.15   (f) ADJUSTED    1 2
 DE1467
 DE1467.Superseded values are not recommended for survey control.
 DE1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1467.See file dsdata.txt to determine how the superseded data were derived.
 DE1467
 DE1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS857756(NAD 83)
 DE1467_MARKER: DB = BENCH MARK DISK
 DE1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1467_SP_SET: CONCRETE POST
 DE1467_STAMPING: 3 1977 - NO. 3
 DE1467_MARK LOGO: SCSC  
 DE1467_PROJECTION: RECESSED 3 CENTIMETERS
 DE1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1467+STABILITY: SURFACE MOTION
 DE1467
 DE1467  HISTORY     - Date     Condition        Report By
 DE1467  HISTORY     - 1977     MONUMENTED       SCSC
 DE1467  HISTORY     - 1985     GOOD             SCGS
 DE1467
 DE1467                          STATION DESCRIPTION
 DE1467
 DE1467'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1467'7.7 KM (4.8 MI) NW FROM MONCKS CORNER.
 DE1467'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1467'MONCKS CORNER POST OFFICE, THENCE 7.7 KILOMETERS (4.8 MILES) NORTHWEST
 DE1467'ALONG STATE HIGHWAY 6, SET NEAR A POWER POLE, 9.7 METERS (31.8 FEET)
 DE1467'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.8 METERS (15.7 FEET)
 DE1467'SOUTHWEST OF THE POWER POLE.
 DE1467'THE MARK IS 0.59 METERS  SW FROM A WITNESS POST.
 DE1467'THE MARK IS 0.50 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6779 ***********************************************************************
 AC6779  DESIGNATION -  3 001
 AC6779  PID         -  AC6779
 AC6779  STATE/COUNTY-  SC/ALLENDALE
 AC6779  USGS QUAD   -  MILLETT (1989)
 AC6779
 AC6779                         *CURRENT SURVEY CONTROL
 AC6779  ___________________________________________________________________
 AC6779* NAD 83(1986)-  33 06 52.     (N)    081 30 21.     (W)     SCALED    
 AC6779* NAVD 88     -        76.116  (meters)     249.72   (feet)  ADJUSTED  
 AC6779  ___________________________________________________________________
 AC6779  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AC6779  DYNAMIC HT  -          76.034 (meters)     249.45  (feet)  COMP
 AC6779  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 AC6779
 AC6779  VERT ORDER  -  FIRST     CLASS II
 AC6779
 AC6779.The horizontal coordinates were scaled from a topographic map and have
 AC6779.an estimated accuracy of +/- 6 seconds.
 AC6779
 AC6779.The orthometric height was determined by differential leveling
 AC6779.and adjusted by the National Geodetic Survey in May 1997..
 AC6779
 AC6779.The geoid height was determined by GEOID03.
 AC6779
 AC6779.The dynamic height is computed by dividing the NAVD 88
 AC6779.geopotential number by the normal gravity value computed on the
 AC6779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6779.degrees latitude (g = 980.6199 gals.).
 AC6779
 AC6779.The modeled gravity was interpolated from observed gravity values.
 AC6779
 AC6779;                    North         East    Units  Estimated Accuracy
 AC6779;SPC SC       -   142,190.      562,400.      MT  (+/- 180 meters Scaled)
 AC6779
 AC6779                          SUPERSEDED SURVEY CONTROL
 AC6779
 AC6779.No superseded survey control is available for this station.
 AC6779
 AC6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS528640(NAD 83)
 AC6779_MARKER: DD = SURVEY DISK
 AC6779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6779_STAMPING: 3 001 1995
 AC6779_MARK LOGO: SCGS  
 AC6779_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6779+STABILITY: SURFACE MOTION
 AC6779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6779+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6779
 AC6779  HISTORY     - Date     Condition        Report By
 AC6779  HISTORY     - 1995     MONUMENTED       SCGS
 AC6779
 AC6779                          STATION DESCRIPTION
 AC6779
 AC6779'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6779'STATION IS LOCATED 13.65 MILES (21.97 KM) WEST NORTHWEST OF ALLENDALE,
 AC6779'12.4 MILES (20.0 KM) SOUTHWEST OF BARNWELL.  OWNERSHIP--SOUTH CAROLINA
 AC6779'DEPARTMENT OF NATURAL RESOURCES, WATER RESOURCES DIVISION, 1201 MAIN
 AC6779'STREET, SUITE 1100, COLUMBIA, SC 29201, PHONE 803-737-0800, FOR ACCESS
 AC6779'CONTACT- CONNIE GAWNE, PHONE 803-524-1995.  TO REACH THE STATION FROM
 AC6779'THE JUNCTION OF STATE HIGHWAYS 3 AND 125, 8.0 MILES (12.9 KM)
 AC6779'NORTHWEST OF ALLENDALE, GO WEST ON HIGHWAY 125 FOR 7.05 MILES (11.35
 AC6779'KM) TO THE JUNCTION OF STATE ROAD 17, TURN RIGHT ON ROAD 17 FOR 1.6
 AC6779'MILES (2.6 KM) TO THE JUNCTION OF STATE ROAD 24, TURN LEFT ON ROAD 24
 AC6779'FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF A GATED SAND ROAD LEFT,
 AC6779'TURN LEFT ON THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF
 AC6779'A SAND DRIVEWAY LEFT, TURN LEFT ON THE SAND DRIVE FOR 0.1 MILE (0.2
 AC6779'KM) TO THE STATION AHEAD NEAR AN ENTRANCE GATE INSIDE THE CHAIN LINK
 AC6779'FENCE SURROUNDING A GROUP OF WELL SITES.  STATION IS CONCRETE POST
 AC6779'FLUSH WITH THE GROUND AND LEVEL WITH THE SAND DRIVEWAY, 13.0 FEET (4.0
 AC6779'M) WEST OF THE EXTENDED CENTER OF THE SAND DRIVE, 7.0 FEET (2.1 M)
 AC6779'SOUTHWEST OF THE WEST GATE POST, 26.8 WEST SOUTHWEST OF A 0.5 FOOT
 AC6779'(15.2 CM) SQUARE CONCRETE PROPERTY CORNER MARKER AT THE NORTHEAST
 AC6779'CORNER OF THE FENCE, 235.0 FEET (71.6 M) NORTHEAST OF BENCH MARK BM
 AC6779'ALL-358, 3.2 FEET (1.0 M) SOUTH OF A WITNESS POST IN THE FENCE LINE.
 AC6779'DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6778 ***********************************************************************
 AC6778  DESIGNATION -  3 002
 AC6778  PID         -  AC6778
 AC6778  STATE/COUNTY-  SC/ALLENDALE
 AC6778  USGS QUAD   -  MILLETT (1989)
 AC6778
 AC6778                         *CURRENT SURVEY CONTROL
 AC6778  ___________________________________________________________________
 AC6778* NAD 83(1986)-  33 06 15.     (N)    081 30 48.     (W)     SCALED    
 AC6778* NAVD 88     -        65.783  (meters)     215.82   (feet)  ADJUSTED  
 AC6778  ___________________________________________________________________
 AC6778  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AC6778  DYNAMIC HT  -          65.713 (meters)     215.59  (feet)  COMP
 AC6778  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 AC6778
 AC6778  VERT ORDER  -  FIRST     CLASS II
 AC6778
 AC6778.The horizontal coordinates were scaled from a topographic map and have
 AC6778.an estimated accuracy of +/- 6 seconds.
 AC6778
 AC6778.The orthometric height was determined by differential leveling
 AC6778.and adjusted by the National Geodetic Survey in May 1997..
 AC6778
 AC6778.The geoid height was determined by GEOID03.
 AC6778
 AC6778.The dynamic height is computed by dividing the NAVD 88
 AC6778.geopotential number by the normal gravity value computed on the
 AC6778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6778.degrees latitude (g = 980.6199 gals.).
 AC6778
 AC6778.The modeled gravity was interpolated from observed gravity values.
 AC6778
 AC6778;                    North         East    Units  Estimated Accuracy
 AC6778;SPC SC       -   141,050.      561,690.      MT  (+/- 180 meters Scaled)
 AC6778
 AC6778                          SUPERSEDED SURVEY CONTROL
 AC6778
 AC6778.No superseded survey control is available for this station.
 AC6778
 AC6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS521629(NAD 83)
 AC6778_MARKER: DD = SURVEY DISK
 AC6778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6778_STAMPING: 3 002 1995
 AC6778_MARK LOGO: SCGS  
 AC6778_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6778+STABILITY: SURFACE MOTION
 AC6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6778+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AC6778
 AC6778  HISTORY     - Date     Condition        Report By
 AC6778  HISTORY     - 1995     MONUMENTED       SCGS
 AC6778  HISTORY     - 20040603 GOOD             JCLS
 AC6778  HISTORY     - 20040603 GOOD             JCLS
 AC6778  HISTORY     - 20050801 GOOD             NEWBY
 AC6778
 AC6778                          STATION DESCRIPTION
 AC6778
 AC6778'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6778'STATION IS LOCATED 13.35 MILES (21.48 KM) SOUTHWEST OF BARNWELL, 13.7
 AC6778'MILES (22.0 KM) WEST NORTHWEST OF ALLENDALE.  OWNERSHIP--SCDOT,
 AC6778'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6778'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC6778'HIGHWAYS 3 AND 125, 8.0 MILES (12.9 KM) NORTHWEST OF ALLENDALE, GO
 AC6778'WEST ON HIGHWAY 125 FOR 7.05 MILES (11.35 KM) TO THE JUNCTION OF STATE
 AC6778'ROAD 17, TURN RIGHT ON ROAD 17 FOR 0.75 MILE (1.21 KM) TO THE STATION
 AC6778'ON THE LEFT NEAR A POWER POLE IN THE WEST ANGLE OF A CABLE GATED
 AC6778'FOREST ACCESS ROAD.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AC6778'AND 3.5 FEET (1.1 M) ABOVE ROAD 17, 24.0 FEET (7.3 M) NORTH NORTHWEST
 AC6778'OF THE CENTER OF ROAD 17, 7.3 FEET (2.2 M) EAST SOUTHEAST OF THE POWER
 AC6778'POLE NUMBER 58593, 60.0 FEET (18.3 M) SOUTHWEST OF THE CENTER OF THE
 AC6778'FOREST ACCESS ROAD, 56.9 FEET (17.3 M) NORTH NORTHWEST OF A POWER POLE
 AC6778'NUMBER 58594 WITH A GUY WIRE, 6.7 FEET (2.0 M) EAST SOUTHEAST OF A
 AC6778'WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AC6778
 AC6778                          STATION RECOVERY (2004)
 AC6778
 AC6778'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AC6778'RECOVERED IN GOOD CONDITION.
 AC6778
 AC6778                          STATION RECOVERY (2004)
 AC6778
 AC6778'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AC6778'RECOVERED IN GOOD CONDITION.
 AC6778
 AC6778                          STATION RECOVERY (2005)
 AC6778
 AC6778'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 AC6778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6777 ***********************************************************************
 AC6777  DESIGNATION -  3 003
 AC6777  PID         -  AC6777
 AC6777  STATE/COUNTY-  SC/ALLENDALE
 AC6777  USGS QUAD   -  MILLETT (1989)
 AC6777
 AC6777                         *CURRENT SURVEY CONTROL
 AC6777  ___________________________________________________________________
 AC6777* NAD 83(1986)-  33 05 37.     (N)    081 31 28.     (W)     SCALED    
 AC6777* NAVD 88     -        42.667  (meters)     139.98   (feet)  ADJUSTED  
 AC6777  ___________________________________________________________________
 AC6777  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AC6777  DYNAMIC HT  -          42.621 (meters)     139.83  (feet)  COMP
 AC6777  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 AC6777
 AC6777  VERT ORDER  -  FIRST     CLASS II
 AC6777
 AC6777.The horizontal coordinates were scaled from a topographic map and have
 AC6777.an estimated accuracy of +/- 6 seconds.
 AC6777
 AC6777.The orthometric height was determined by differential leveling
 AC6777.and adjusted by the National Geodetic Survey in May 1997..
 AC6777
 AC6777.The geoid height was determined by GEOID03.
 AC6777
 AC6777.The dynamic height is computed by dividing the NAVD 88
 AC6777.geopotential number by the normal gravity value computed on the
 AC6777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6777.degrees latitude (g = 980.6199 gals.).
 AC6777
 AC6777.The modeled gravity was interpolated from observed gravity values.
 AC6777
 AC6777;                    North         East    Units  Estimated Accuracy
 AC6777;SPC SC       -   139,890.      560,650.      MT  (+/- 180 meters Scaled)
 AC6777
 AC6777                          SUPERSEDED SURVEY CONTROL
 AC6777
 AC6777.No superseded survey control is available for this station.
 AC6777
 AC6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS510617(NAD 83)
 AC6777_MARKER: DD = SURVEY DISK
 AC6777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6777_STAMPING: 3 003 1995
 AC6777_MARK LOGO: SCGS  
 AC6777_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6777+STABILITY: SURFACE MOTION
 AC6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6777+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6777
 AC6777  HISTORY     - Date     Condition        Report By
 AC6777  HISTORY     - 1995     MONUMENTED       SCGS
 AC6777
 AC6777                          STATION DESCRIPTION
 AC6777
 AC6777'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6777'STATION IS LOCATED 14.2 MILES (22.9 KM) WEST NORTHWEST OF ALLENDALE,
 AC6777'14.35 MILES (23.09 KM) SOUTHWEST OF BARNWELL.  OWNERSHIP--SCDOT,
 AC6777'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6777'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC6777'HIGHWAYS 3 AND 125, 8.0 MILES (12.9 KM) NORTHWEST OF ALLENDALE, GO
 AC6777'WEST ON HIGHWAY 125 FOR 7.05 MILES (11.35 KM) TO THE JUNCTION OF STATE
 AC6777'ROAD 17, TURN LEFT ON ROAD 17 FOR 0.3 MILE (0.5 KM) TO THE STATION ON
 AC6777'THE LEFT NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A PAVED ROAD
 AC6777'LEADING EAST.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AC6777'3.0 FEET (0.9 M) ABOVE ROAD 17, 49.0 FEET (14.9 M) EAST SOUTHEAST OF
 AC6777'THE CENTER OF ROAD 17, 3.0 FEET (0.9 M) NORTH OF THE POWER POLE NUMBER
 AC6777'A4666 WITH A GUY WIRE, 19.5 FEET (5.9 M) NORTH NORTHEAST OF THE PAVED
 AC6777'ROAD, 24.5 FEET (7.5 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION BOX
 AC6777'NUMBER 2110, 3.0 FEET (0.9 M) WEST NORTHWEST OF A WITNESS POST AT A
 AC6777'STOP SIGN.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6776 ***********************************************************************
 AC6776  DESIGNATION -  3 004
 AC6776  PID         -  AC6776
 AC6776  STATE/COUNTY-  SC/ALLENDALE
 AC6776  USGS QUAD   -  MILLETT (1989)
 AC6776
 AC6776                         *CURRENT SURVEY CONTROL
 AC6776  ___________________________________________________________________
 AC6776* NAD 83(1986)-  33 04 59.     (N)    081 32 04.     (W)     SCALED    
 AC6776* NAVD 88     -        42.159  (meters)     138.32   (feet)  ADJUSTED  
 AC6776  ___________________________________________________________________
 AC6776  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AC6776  DYNAMIC HT  -          42.114 (meters)     138.17  (feet)  COMP
 AC6776  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 AC6776
 AC6776  VERT ORDER  -  FIRST     CLASS II
 AC6776
 AC6776.The horizontal coordinates were scaled from a topographic map and have
 AC6776.an estimated accuracy of +/- 6 seconds.
 AC6776
 AC6776.The orthometric height was determined by differential leveling
 AC6776.and adjusted by the National Geodetic Survey in May 1997..
 AC6776
 AC6776.The geoid height was determined by GEOID03.
 AC6776
 AC6776.The dynamic height is computed by dividing the NAVD 88
 AC6776.geopotential number by the normal gravity value computed on the
 AC6776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6776.degrees latitude (g = 980.6199 gals.).
 AC6776
 AC6776.The modeled gravity was interpolated from observed gravity values.
 AC6776
 AC6776;                    North         East    Units  Estimated Accuracy
 AC6776;SPC SC       -   138,720.      559,710.      MT  (+/- 180 meters Scaled)
 AC6776
 AC6776                          SUPERSEDED SURVEY CONTROL
 AC6776
 AC6776.No superseded survey control is available for this station.
 AC6776
 AC6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS501606(NAD 83)
 AC6776_MARKER: DD = SURVEY DISK
 AC6776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6776_STAMPING: 3 004 1995
 AC6776_MARK LOGO: SCGS  
 AC6776_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6776+STABILITY: SURFACE MOTION
 AC6776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6776+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6776
 AC6776  HISTORY     - Date     Condition        Report By
 AC6776  HISTORY     - 1995     MONUMENTED       SCGS
 AC6776
 AC6776                          STATION DESCRIPTION
 AC6776
 AC6776'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6776'STATION IS LOCATED 14.2 MILES (22.9 KM) WEST NORTHWEST OF ALLENDALE,
 AC6776'15.25 MILES (24.54 KM) SOUTHWEST OF BARNWELL.  OWNERSHIP--SCDOT,
 AC6776'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6776'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC6776'HIGHWAYS 3 AND 125, 8.0 MILES (12.9 KM) NORTHWEST OF ALLENDALE, GO
 AC6776'WEST ON HIGHWAY 125 FOR 7.05 MILES (11.35 KM) TO THE JUNCTION OF STATE
 AC6776'ROAD 17, TURN LEFT ON STATE ROAD 17 FOR 1.2 MILES (1.9 KM) TO THE
 AC6776'STATION ON THE LEFT NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF A
 AC6776'CIRCULAR SAND DRIVEWAY LEADING TO A GROUP OF MOBILE HOMES AND A
 AC6776'WOOD-SIDED HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AC6776'AND 2.0 FEET (0.6 M) ABOVE ROAD 17, 5.5 FEET (1.7 M) WEST NORTHWEST OF
 AC6776'THE POWER POLE NUMBER 239039 WITH A TRANSFORMER, 38.0 FEET (11.6 M)
 AC6776'EAST SOUTHEAST OF THE CENTER OF THE ROAD, 56.5 FEET (17.2 M) SOUTH OF
 AC6776'THE SOUTH END OF A 1.2 FEET (0.4 M) CONCRETE PIPE CULVERT BENEATH THE
 AC6776'NORTH END OF THE CIRCULAR DRIVE, 45.2 FEET (13.8 M) SOUTH OF A
 AC6776'TELEPHONE JUNCTION BOX NUMBER 10/585, 5.0 FEET (1.5 M) WEST NORTHWEST
 AC6776'OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6785 ***********************************************************************
 AC6785  DESIGNATION -  3 005
 AC6785  PID         -  AC6785
 AC6785  STATE/COUNTY-  SC/ALLENDALE
 AC6785  USGS QUAD   -  ALLENDALE (1979)
 AC6785
 AC6785                         *CURRENT SURVEY CONTROL
 AC6785  ___________________________________________________________________
 AC6785* NAD 83(1986)-  33 03 03.     (N)    081 22 22.     (W)     SCALED    
 AC6785* NAVD 88     -        68.473  (meters)     224.65   (feet)  ADJUSTED  
 AC6785  ___________________________________________________________________
 AC6785  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AC6785  DYNAMIC HT  -          68.400 (meters)     224.41  (feet)  COMP
 AC6785  MODELED GRAV-     979,561.5   (mgal)                       NAVD 88
 AC6785
 AC6785  VERT ORDER  -  FIRST     CLASS II
 AC6785
 AC6785.The horizontal coordinates were scaled from a topographic map and have
 AC6785.an estimated accuracy of +/- 6 seconds.
 AC6785
 AC6785.The orthometric height was determined by differential leveling
 AC6785.and adjusted by the National Geodetic Survey in May 1997..
 AC6785
 AC6785.The geoid height was determined by GEOID03.
 AC6785
 AC6785.The dynamic height is computed by dividing the NAVD 88
 AC6785.geopotential number by the normal gravity value computed on the
 AC6785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6785.degrees latitude (g = 980.6199 gals.).
 AC6785
 AC6785.The modeled gravity was interpolated from observed gravity values.
 AC6785
 AC6785;                    North         East    Units  Estimated Accuracy
 AC6785;SPC SC       -   135,080.      574,790.      MT  (+/- 180 meters Scaled)
 AC6785
 AC6785                          SUPERSEDED SURVEY CONTROL
 AC6785
 AC6785.No superseded survey control is available for this station.
 AC6785
 AC6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS651569(NAD 83)
 AC6785_MARKER: DD = SURVEY DISK
 AC6785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6785_STAMPING: 3 005 1996
 AC6785_MARK LOGO: SCGS  
 AC6785_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6785+STABILITY: SURFACE MOTION
 AC6785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6785+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6785
 AC6785  HISTORY     - Date     Condition        Report By
 AC6785  HISTORY     - 1996     MONUMENTED       SCGS
 AC6785
 AC6785                          STATION DESCRIPTION
 AC6785
 AC6785'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AC6785'STATION IS LOCATED 4.8 MILES (7.7 KM) NORTHWEST ALLENDALE, 0.75 MILE
 AC6785'(1.21 KM) NORTHWEST OF APPLETON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6785'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6785'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AC6785'278, 301 AND STATE HIGHWAY 125 (MAIN AND RAILROAD STREETS) IN
 AC6785'ALLENDALE, GO NORTHWEST ON HIGHWAY 125 FOR 4.0 MILES (6.4 KM) TO THE
 AC6785'JUNCTION OF STATE ROAD 52, CONTINUE ON HIGHWAY 125 FOR 0.75 MILE (1.21
 AC6785'KM) TO THE STATION NEAR A FIRE HYDRANT AT THE WEST CORNER OF A FENCE
 AC6785'IN THE EAST ANGLE OF A DRIVEWAY LEADING TO A BRICK AND VINYL-SIDED
 AC6785'HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 AC6785'(15.2 CM) ABOVE THE HIGHWAY, 35.5 FEET (10.8 M) EAST NORTHEAST OF THE
 AC6785'CENTER OF THE HIGHWAY, 6.1 FEET (1.9 M) SOUTH SOUTHEAST OF THE FIRE
 AC6785'HYDRANT, 8.3 FEET (2.5 M) SOUTHEAST OF A TELEPHONE POLE WITH A SCGS
 AC6785'REFERENCE WASHER ATTACHED, 14.8 FEET (4.5 M) EAST SOUTHEAST OF THE
 AC6785'SOUTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE
 AC6785'DRIVEWAY, 97.1 FEET (29.6 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF
 AC6785'THE HOUSE, 1.4 FEET (0.4 M) WEST SOUTHWEST OF A WITNESS POST AT A
 AC6785'BRACE POST IN THE FENCE LINE.  DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6786 ***********************************************************************
 AC6786  DESIGNATION -  3 006
 AC6786  PID         -  AC6786
 AC6786  STATE/COUNTY-  SC/ALLENDALE
 AC6786  USGS QUAD   -  ALLENDALE (1979)
 AC6786
 AC6786                         *CURRENT SURVEY CONTROL
 AC6786  ___________________________________________________________________
 AC6786* NAD 83(1986)-  33 02 38.     (N)    081 21 44.     (W)     SCALED    
 AC6786* NAVD 88     -        78.647  (meters)     258.03   (feet)  ADJUSTED  
 AC6786  ___________________________________________________________________
 AC6786  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AC6786  DYNAMIC HT  -          78.562 (meters)     257.75  (feet)  COMP
 AC6786  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 AC6786
 AC6786  VERT ORDER  -  FIRST     CLASS II
 AC6786
 AC6786.The horizontal coordinates were scaled from a topographic map and have
 AC6786.an estimated accuracy of +/- 6 seconds.
 AC6786
 AC6786.The orthometric height was determined by differential leveling
 AC6786.and adjusted by the National Geodetic Survey in May 1997..
 AC6786
 AC6786.The geoid height was determined by GEOID03.
 AC6786
 AC6786.The dynamic height is computed by dividing the NAVD 88
 AC6786.geopotential number by the normal gravity value computed on the
 AC6786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6786.degrees latitude (g = 980.6199 gals.).
 AC6786
 AC6786.The modeled gravity was interpolated from observed gravity values.
 AC6786
 AC6786;                    North         East    Units  Estimated Accuracy
 AC6786;SPC SC       -   134,310.      575,770.      MT  (+/- 180 meters Scaled)
 AC6786
 AC6786                          SUPERSEDED SURVEY CONTROL
 AC6786
 AC6786.No superseded survey control is available for this station.
 AC6786
 AC6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS661562(NAD 83)
 AC6786_MARKER: DD = SURVEY DISK
 AC6786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6786_STAMPING: 3 006 1996
 AC6786_MARK LOGO: SCGS  
 AC6786_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6786+STABILITY: SURFACE MOTION
 AC6786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6786+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6786
 AC6786  HISTORY     - Date     Condition        Report By
 AC6786  HISTORY     - 1996     MONUMENTED       SCGS
 AC6786
 AC6786                          STATION DESCRIPTION
 AC6786
 AC6786'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AC6786'STATION IS LOCATED 4.0 MILES (6.4 KM) NORTHWEST OF ALLENDALE, IN
 AC6786'APPLETON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 AC6786'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 AC6786'FROM THE JUNCTION OF U.S.  HIGHWAYS 278, 301 AND STATE HIGHWAY 125
 AC6786'(MAIN AND RAILROAD STREETS) IN ALLENDALE, GO NORTHWEST ON HIGHWAY 125
 AC6786'FOR 4.0 MILES (6.4 KM) TO THE JUNCTION OF STATE ROAD 52, TURN RIGHT ON
 AC6786'ROAD 52 FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A POWER POLE IN
 AC6786'THE SOUTH ANGLE OF A FIELD ACCESS ROAD BEHIND AN OLD WOOD-SIDED
 AC6786'CONVENIENCE STORE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AC6786'AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 31.0 FEET (9.4 M) SOUTHEAST
 AC6786'OF THE CENTER OF THE ROAD, 8.0 FEET (2.4 M) SOUTH SOUTHEAST OF THE
 AC6786'SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE FIELD
 AC6786'ACCESS ROAD, 63.8 FEET (19.4 M) NORTH OF THE NORTH CORNER OF A
 AC6786'CONCRETE BLOCK SHED AT THE NORTH CORNER OF THE STORE, 70.1 FEET (21.4
 AC6786'M) NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 1, 88.2 FEET
 AC6786'(26.9 M) NORTH NORTHWEST OF A SECURITY LIGHT POLE, 9.3 FEET (2.8 M)
 AC6786'NORTH NORTHEAST OF A WITNESS POST AT THE POWER POLE WITH A TRANSFORMER
 AC6786'AND A GUY WIRE.  DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6787 ***********************************************************************
 AC6787  DESIGNATION -  3 007
 AC6787  PID         -  AC6787
 AC6787  STATE/COUNTY-  SC/ALLENDALE
 AC6787  USGS QUAD   -  MARTIN (1989)
 AC6787
 AC6787                         *CURRENT SURVEY CONTROL
 AC6787  ___________________________________________________________________
 AC6787* NAD 83(1986)-  33 01 49.     (N)    081 22 31.     (W)     SCALED    
 AC6787* NAVD 88     -        74.955  (meters)     245.91   (feet)  ADJUSTED  
 AC6787  ___________________________________________________________________
 AC6787  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AC6787  DYNAMIC HT  -          74.874 (meters)     245.65  (feet)  COMP
 AC6787  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 AC6787
 AC6787  VERT ORDER  -  FIRST     CLASS II
 AC6787
 AC6787.The horizontal coordinates were scaled from a topographic map and have
 AC6787.an estimated accuracy of +/- 6 seconds.
 AC6787
 AC6787.The orthometric height was determined by differential leveling
 AC6787.and adjusted by the National Geodetic Survey in May 1997..
 AC6787
 AC6787.The geoid height was determined by GEOID03.
 AC6787
 AC6787.The dynamic height is computed by dividing the NAVD 88
 AC6787.geopotential number by the normal gravity value computed on the
 AC6787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6787.degrees latitude (g = 980.6199 gals.).
 AC6787
 AC6787.The modeled gravity was interpolated from observed gravity values.
 AC6787
 AC6787;                    North         East    Units  Estimated Accuracy
 AC6787;SPC SC       -   132,800.      574,550.      MT  (+/- 180 meters Scaled)
 AC6787
 AC6787                          SUPERSEDED SURVEY CONTROL
 AC6787
 AC6787.No superseded survey control is available for this station.
 AC6787
 AC6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS649547(NAD 83)
 AC6787_MARKER: DD = SURVEY DISK
 AC6787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6787_STAMPING: 3 007 1996
 AC6787_MARK LOGO: SCGS  
 AC6787_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6787+STABILITY: SURFACE MOTION
 AC6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6787+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6787
 AC6787  HISTORY     - Date     Condition        Report By
 AC6787  HISTORY     - 1996     MONUMENTED       SCGS
 AC6787
 AC6787                          STATION DESCRIPTION
 AC6787
 AC6787'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AC6787'STATION IS LOCATED 4.2 MILES (6.8 KM) WEST NORTHWEST ALLENDALE, 6.9
 AC6787'MILES (11.1 KM) SOUTH SOUTHWEST OF KLINE.  OWNERSHIP--LULA SCOTT,
 AC6787'ROUTE 7, ALLENDALE, SC 29810, PHONE 803-584-1162.  TO REACH THE
 AC6787'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 278, 301 AND STATE HIGHWAY
 AC6787'125 (MAIN AND RAILROAD STREETS) IN ALLENDALE, GO NORTHWEST ON HIGHWAY
 AC6787'125 FOR 4.0 MILES (6.4 KM) TO THE JUNCTION OF STATE ROAD 52, TURN LEFT
 AC6787'ON ROAD 52 FOR 1.15 MILES (1.85 KM) TO THE STATION ON THE LEFT NEAR A
 AC6787'POWER POLE WITH A SECURITY LIGHT BETWEEN A BRICK HOUSE AND A GRAY
 AC6787'MOBILE HOME.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AC6787'LEVEL WITH THE DRIVEWAY, 118.0 FEET (36.0 M) SOUTH SOUTHEAST OF THE
 AC6787'CENTER OF THE ROAD, 27.9 FEET (8.5 M) EAST NORTHEAST OF THE EAST EDGE
 AC6787'OF THE DRIVEWAY LEADING TO THE BRICK HOUSE, 59.6 FEET (18.2 M) NORTH
 AC6787'NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK HOUSE, 84.2 FEET (25.7
 AC6787'M) SOUTH SOUTHEAST OF A POWER POLE WITH A GUY WIRE AND A TRANSFORMER,
 AC6787'87.0 FEET (26.5 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF THE
 AC6787'MOBILE HOME, 11.3 FEET (3.4 M) NORTH NORTHWEST OF A WITNESS POST AT
 AC6787'THE SECURITY LIGHT POLE.  DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8672 ***********************************************************************
 AE8672  DESIGNATION -  3 008
 AE8672  PID         -  AE8672
 AE8672  STATE/COUNTY-  SC/ALLENDALE
 AE8672  USGS QUAD   -  FAIRFAX (1988)
 AE8672
 AE8672                         *CURRENT SURVEY CONTROL
 AE8672  ___________________________________________________________________
 AE8672* NAD 83(1986)-  32 57 09.     (N)    081 13 48.     (W)     SCALED    
 AE8672* NAVD 88     -        41.139  (meters)     134.97   (feet)  ADJUSTED  
 AE8672  ___________________________________________________________________
 AE8672  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AE8672  DYNAMIC HT  -          41.094 (meters)     134.82  (feet)  COMP
 AE8672  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 AE8672
 AE8672  VERT ORDER  -  FIRST     CLASS II
 AE8672
 AE8672.The horizontal coordinates were scaled from a topographic map and have
 AE8672.an estimated accuracy of +/- 6 seconds.
 AE8672
 AE8672.The orthometric height was determined by differential leveling
 AE8672.and adjusted by the National Geodetic Survey in September 1998..
 AE8672
 AE8672.The geoid height was determined by GEOID03.
 AE8672
 AE8672.The dynamic height is computed by dividing the NAVD 88
 AE8672.geopotential number by the normal gravity value computed on the
 AE8672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8672.degrees latitude (g = 980.6199 gals.).
 AE8672
 AE8672.The modeled gravity was interpolated from observed gravity values.
 AE8672
 AE8672;                    North         East    Units  Estimated Accuracy
 AE8672;SPC SC       -   124,140.      588,100.      MT  (+/- 180 meters Scaled)
 AE8672
 AE8672                          SUPERSEDED SURVEY CONTROL
 AE8672
 AE8672.No superseded survey control is available for this station.
 AE8672
 AE8672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS785460(NAD 83)
 AE8672_MARKER: DD = SURVEY DISK
 AE8672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8672_STAMPING: 3 008 1996
 AE8672_MARK LOGO: SCGS  
 AE8672_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE8672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8672+STABILITY: SURFACE MOTION
 AE8672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8672+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8672
 AE8672  HISTORY     - Date     Condition        Report By
 AE8672  HISTORY     - 1996     MONUMENTED       SCGS
 AE8672
 AE8672                          STATION DESCRIPTION
 AE8672
 AE8672'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE8672'STATION IS LOCATED 0.6 MILE (1.0 KM) SOUTHEAST OF THE CENTER OF
 AE8672'FAIRFAX, 6.0 MILES (9.7 KM) SOUTHEAST OF ALLENDALE.  OWNERSHIP-SCDOT,
 AE8672'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AE8672'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AE8672'321 (HAMPTON AVENUE) AND 278 IN FAIRFAX, GO SOUTH ON HIGHWAY 321 FOR
 AE8672'0.4 MILE (0.6 KM) TO THE JUNCTION OF 14TH STREET, TURN LEFT ON 14TH
 AE8672'STREET FOR 0.3 MILE (0.5 KM) TO THE STATION NEAR A FIRE HYDRANT IN THE
 AE8672'NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 176, ACROSS THE ROAD
 AE8672'FROM THE FAIRFAX ELEMENTARY SCHOOL.  STATION IS A CONCRETE POST FLUSH
 AE8672'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE ROAD 176, 8.6 FEET (2.6
 AE8672'M) NORTHEAST OF THE FIRE HYDRANT, 11.4 FEET (3.5 M) EAST NORTHEAST OF
 AE8672'A POWER POLE NUMBER 160894 WITH A GUY WIRE, 23.0 FEET (7.0 M) SOUTH
 AE8672'SOUTHEAST OF A POWER POLE NUMBER 278579 WITH TWO GUY WIRES, 9.4 FEET
 AE8672'(2.9 M) NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK ALONG 14TH
 AE8672'STREET, 36.3 FEET (11.1 M) EAST OF THE CENTER OF ROAD 176, 13.4 FEET
 AE8672'(4.1 M) EAST OF A WITNESS POST.  DESCRIBED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0900 ***********************************************************************
 DE0900  DESIGNATION -  3 12
 DE0900  PID         -  DE0900
 DE0900  STATE/COUNTY-  SC/BARNWELL
 DE0900  USGS QUAD   -  GIRARD NW (1989)
 DE0900
 DE0900                         *CURRENT SURVEY CONTROL
 DE0900  ___________________________________________________________________
 DE0900* NAD 83(1986)-  33 09 09.     (N)    081 37 59.     (W)     SCALED    
 DE0900* NAVD 88     -        49.725  (meters)     163.14   (feet)  ADJUSTED  
 DE0900  ___________________________________________________________________
 DE0900  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DE0900  DYNAMIC HT  -          49.671 (meters)     162.96  (feet)  COMP
 DE0900  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 DE0900
 DE0900  VERT ORDER  -  FIRST     CLASS II
 DE0900
 DE0900.The horizontal coordinates were scaled from a topographic map and have
 DE0900.an estimated accuracy of +/- 6 seconds.
 DE0900
 DE0900.The orthometric height was determined by differential leveling
 DE0900.and adjusted by the National Geodetic Survey in June 1991..
 DE0900
 DE0900.The geoid height was determined by GEOID03.
 DE0900
 DE0900.The dynamic height is computed by dividing the NAVD 88
 DE0900.geopotential number by the normal gravity value computed on the
 DE0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0900.degrees latitude (g = 980.6199 gals.).
 DE0900
 DE0900.The modeled gravity was interpolated from observed gravity values.
 DE0900
 DE0900;                    North         East    Units  Estimated Accuracy
 DE0900;SPC SC       -   146,470.      550,550.      MT  (+/- 180 meters Scaled)
 DE0900
 DE0900                          SUPERSEDED SURVEY CONTROL
 DE0900
 DE0900  NGVD 29 (??/??/92)   49.994  (m)          164.02   (f) ADJ UNCH    1 2
 DE0900
 DE0900.Superseded values are not recommended for survey control.
 DE0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0900.See file dsdata.txt to determine how the superseded data were derived.
 DE0900
 DE0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS409683(NAD 83)
 DE0900_MARKER: P = PIPE CAP
 DE0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0900_STAMPING: USCGS SCHD NO 3 12
 DE0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0900+STABILITY: SURFACE MOTION
 DE0900
 DE0900  HISTORY     - Date     Condition        Report By
 DE0900  HISTORY     - UNK      MONUMENTED       SCHD
 DE0900  HISTORY     - 1961     GOOD             NGS
 DE0900  HISTORY     - 19920304 MARK NOT FOUND   SCGS
 DE0900
 DE0900                          STATION DESCRIPTION
 DE0900
 DE0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0900'1.4 MI NE FROM ROBBINS.
 DE0900'ABOUT 1.35 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0900'FROM THE STATION AT ROBBINS, AT THE NORTHEAST CORNER OF THE
 DE0900'SAVANNAH RIVER PLANT ROAD NO. A OVERPASS OVER THE TRACK, 21 FEET
 DE0900'EAST OF THE NORTHEAST CORNER OF THE OVERPASS, 31 1/2 FEET EAST OF
 DE0900'THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF THE EXTENDED LINE OF
 DE0900'THE SOUTH FACE OF THE NORTH ABUTMENT, ABOUT 15 FEET ABOVE THE
 DE0900'LEVEL OF THE TRACK AND 12 FEET BELOW THE LEVEL OF THE ROAD, AND
 DE0900'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 DE0900'LEVEL OF THE GROUND.
 DE0900
 DE0900                          STATION RECOVERY (1992)
 DE0900
 DE0900'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0900'NOT RECOVERED, MEASUREMENTS LED TO AN AREA BESIDE A NEW ADDITION TO A
 DE0900'BRIDGE, NO EVIDENCE FOUND, PRESUMED DESTROYED.
 DE0900'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0017 ***********************************************************************
 DF0017  DESIGNATION -  3 125 A AND B
 DF0017  PID         -  DF0017
 DF0017  STATE/COUNTY-  SC/EDGEFIELD
 DF0017  USGS QUAD   -  WINTERSEAT (1986)
 DF0017
 DF0017                         *CURRENT SURVEY CONTROL
 DF0017  ___________________________________________________________________
 DF0017* NAD 83(1986)-  33 54 21.     (N)    082 07 51.     (W)     SCALED    
 DF0017* NAVD 88     -       156.95   (+/-2cm)     514.9    (feet)  VERTCON   
 DF0017  ___________________________________________________________________
 DF0017  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DF0017
 DF0017  VERT ORDER  -  ? (See Below)
 DF0017
 DF0017.The horizontal coordinates were scaled from a topographic map and have
 DF0017.an estimated accuracy of +/- 6 seconds.
 DF0017
 DF0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0017.The vertical order pertains to the NGVD 29 superseded value.
 DF0017
 DF0017.The geoid height was determined by GEOID03.
 DF0017
 DF0017;                    North         East    Units  Estimated Accuracy
 DF0017;SPC SC       -   230,400.      505,040.      MT  (+/- 180 meters Scaled)
 DF0017
 DF0017                          SUPERSEDED SURVEY CONTROL
 DF0017
 DF0017  NGVD 29 (??/??/92)  157.139  (m)          515.55   (f) ADJ UNCH    ?  
 DF0017
 DF0017.Superseded values are not recommended for survey control.
 DF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0017.See file dsdata.txt to determine how the superseded data were derived.
 DF0017
 DF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT954522(NAD 83)
 DF0017_MARKER: S = SPIKE
 DF0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0017_SP_SET: TREE
 DF0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0017
 DF0017  HISTORY     - Date     Condition        Report By
 DF0017  HISTORY     - UNK      MONUMENTED       SCHD
 DF0017  HISTORY     - 1933     GOOD             NGS
 DF0017
 DF0017                          STATION DESCRIPTION
 DF0017
 DF0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0017'AT MC CORMICK.
 DF0017'AT MC CORMICK, MC CORMICK COUNTY, ON THE CHARLESTON AND WESTERN
 DF0017'CAROLINA RAILWAY, 0.2 MILE NORTH OF MILEPOST 43, ON WEST AVENUE, IN
 DF0017'FRONT OF THE P.E. WILLIAMS HOUSE, 58 FEET NORTHEAST OF THE CENTER
 DF0017'OF A GRADE CROSSING, 53 FEET NORTH OF THE NORTH RAIL, AND IN THE
 DF0017'SIDE OF A 12-INCH OAK TREE.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0342 ***********************************************************************
 ED0342  DESIGNATION -  3 285 A
 ED0342  PID         -  ED0342
 ED0342  STATE/COUNTY-  SC/ANDERSON
 ED0342  USGS QUAD   -  LA FRANCE (1980)
 ED0342
 ED0342                         *CURRENT SURVEY CONTROL
 ED0342  ___________________________________________________________________
 ED0342* NAD 83(1986)-  34 36 04.     (N)    082 45 34.     (W)     SCALED    
 ED0342* NAVD 88     -       225.356  (meters)     739.36   (feet)  ADJUSTED  
 ED0342  ___________________________________________________________________
 ED0342  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 ED0342  DYNAMIC HT  -         225.125 (meters)     738.60  (feet)  COMP
 ED0342  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 ED0342
 ED0342  VERT ORDER  -  FIRST     CLASS II
 ED0342
 ED0342.The horizontal coordinates were scaled from a topographic map and have
 ED0342.an estimated accuracy of +/- 6 seconds.
 ED0342
 ED0342.The orthometric height was determined by differential leveling
 ED0342.and adjusted by the National Geodetic Survey in June 1991..
 ED0342
 ED0342.The geoid height was determined by GEOID03.
 ED0342
 ED0342.The dynamic height is computed by dividing the NAVD 88
 ED0342.geopotential number by the normal gravity value computed on the
 ED0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0342.degrees latitude (g = 980.6199 gals.).
 ED0342
 ED0342.The modeled gravity was interpolated from observed gravity values.
 ED0342
 ED0342;                    North         East    Units  Estimated Accuracy
 ED0342;SPC SC       -   308,320.      448,230.      MT  (+/- 180 meters Scaled)
 ED0342
 ED0342                          SUPERSEDED SURVEY CONTROL
 ED0342
 ED0342  NGVD 29 (??/??/92)  225.446  (m)          739.65   (f) ADJ UNCH    1 2
 ED0342
 ED0342.Superseded values are not recommended for survey control.
 ED0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0342.See file dsdata.txt to determine how the superseded data were derived.
 ED0342
 ED0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU386302(NAD 83)
 ED0342_MARKER: S = SPIKE
 ED0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0342_SP_SET: POPLAR TREE
 ED0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0342
 ED0342  HISTORY     - Date     Condition        Report By
 ED0342  HISTORY     - UNK      MONUMENTED       SCHD
 ED0342  HISTORY     - 1934     GOOD             NGS
 ED0342  HISTORY     - 1983     MARK NOT FOUND   NGS
 ED0342
 ED0342                          STATION DESCRIPTION
 ED0342
 ED0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ED0342'0.8 MI N FROM SANDY SPRINGS.
 ED0342'0.8 MILE NORTH ALONG THE BLUE RIDGE RAILWAY FROM THE STATION AT
 ED0342'SANDY SPRINGS, ANDERSON COUNTY, AT MILEAGE 19.6, 215 FEET
 ED0342'SOUTHWEST OF THE SOUTH EDGE OF BURNS LAKE, 37 FEET EAST OF THE
 ED0342'EAST RAIL, IN A 15-INCH POPLAR TREE.
 ED0342
 ED0342                          STATION RECOVERY (1983)
 ED0342
 ED0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ED0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0300 ***********************************************************************
 ED0300  DESIGNATION -  3 668 B
 ED0300  PID         -  ED0300
 ED0300  STATE/COUNTY-  SC/ANDERSON
 ED0300  USGS QUAD   -  IVA (1979)
 ED0300
 ED0300                         *CURRENT SURVEY CONTROL
 ED0300  ___________________________________________________________________
 ED0300* NAD 83(1986)-  34 17 46.     (N)    082 39 54.     (W)     SCALED    
 ED0300* NAVD 88     -       215.272  (meters)     706.27   (feet)  ADJUSTED  
 ED0300  ___________________________________________________________________
 ED0300  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED0300  DYNAMIC HT  -         215.053 (meters)     705.55  (feet)  COMP
 ED0300  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 ED0300
 ED0300  VERT ORDER  -  FIRST     CLASS II
 ED0300
 ED0300.The horizontal coordinates were scaled from a topographic map and have
 ED0300.an estimated accuracy of +/- 6 seconds.
 ED0300
 ED0300.The orthometric height was determined by differential leveling
 ED0300.and adjusted by the National Geodetic Survey in June 1991..
 ED0300
 ED0300.The geoid height was determined by GEOID03.
 ED0300
 ED0300.The dynamic height is computed by dividing the NAVD 88
 ED0300.geopotential number by the normal gravity value computed on the
 ED0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0300.degrees latitude (g = 980.6199 gals.).
 ED0300
 ED0300.The modeled gravity was interpolated from observed gravity values.
 ED0300
 ED0300;                    North         East    Units  Estimated Accuracy
 ED0300;SPC SC       -   274,350.      456,340.      MT  (+/- 180 meters Scaled)
 ED0300
 ED0300                          SUPERSEDED SURVEY CONTROL
 ED0300
 ED0300  NGVD 29 (??/??/92)  215.393  (m)          706.67   (f) ADJ UNCH    1 2
 ED0300
 ED0300.Superseded values are not recommended for survey control.
 ED0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0300.See file dsdata.txt to determine how the superseded data were derived.
 ED0300
 ED0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT467962(NAD 83)
 ED0300_MARKER: N = NAIL
 ED0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0300_SP_SET: TREE
 ED0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0300
 ED0300  HISTORY     - Date     Condition        Report By
 ED0300  HISTORY     - UNK      MONUMENTED       SCHD
 ED0300  HISTORY     - 1933     GOOD             NGS
 ED0300
 ED0300                          STATION DESCRIPTION
 ED0300
 ED0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0300'0.6 MI S FROM IVA.
 ED0300'0.6 MILE SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 ED0300'FROM IVA, ANDERSON COUNTY, 224 FEET NORTH OF MILEPOST 85, BETWEEN
 ED0300'THE TRACK AND A BOARDING HOUSE, 89 FEET WEST OF THE WEST RAIL,
 ED0300'AND IN THE ROOT OF A 30-INCH TWIN OAK TREE.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0479 ***********************************************************************
 ED0479  DESIGNATION -  3 75
 ED0479  PID         -  ED0479
 ED0479  STATE/COUNTY-  SC/OCONEE
 ED0479  USGS QUAD   -  WESTMINSTER (1980)
 ED0479
 ED0479                         *CURRENT SURVEY CONTROL
 ED0479  ___________________________________________________________________
 ED0479* NAD 83(1986)-  34 40 40.     (N)    083 01 31.     (W)     SCALED    
 ED0479* NAVD 88     -       249.61   (+/-2cm)     818.9    (feet)  VERTCON   
 ED0479  ___________________________________________________________________
 ED0479  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 ED0479
 ED0479  VERT ORDER  -  ? (See Below)
 ED0479
 ED0479.The horizontal coordinates were scaled from a topographic map and have
 ED0479.an estimated accuracy of +/- 6 seconds.
 ED0479
 ED0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0479.The vertical order pertains to the NGVD 29 superseded value.
 ED0479
 ED0479.The geoid height was determined by GEOID03.
 ED0479
 ED0479;                    North         East    Units  Estimated Accuracy
 ED0479;SPC SC       -   317,270.      424,020.      MT  (+/- 180 meters Scaled)
 ED0479
 ED0479                          SUPERSEDED SURVEY CONTROL
 ED0479
 ED0479  NGVD 29 (??/??/92)  249.637  (m)          819.02   (f) ADJ UNCH    ?  
 ED0479
 ED0479.Superseded values are not recommended for survey control.
 ED0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0479.See file dsdata.txt to determine how the superseded data were derived.
 ED0479
 ED0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU144391(NAD 83)
 ED0479_MARKER: N = NAIL
 ED0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0479_SP_SET: POLE
 ED0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0479
 ED0479  HISTORY     - Date     Condition        Report By
 ED0479  HISTORY     - UNK      MONUMENTED       SCHD
 ED0479  HISTORY     - 1933     GOOD             NGS
 ED0479  HISTORY     - 1934     MARK NOT FOUND   NGS
 ED0479
 ED0479                          STATION DESCRIPTION
 ED0479
 ED0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0479'4.4 MI E FROM WESTMINSTER.
 ED0479'ABOUT 4.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 ED0479'AT WESTMINSTER, OCONEE COUNTY, AT RICHLAND, ABOUT 1,005 FEET
 ED0479'NORTHWEST OF MILEPOST 527, 17 FEET SOUTHWEST OF THE CENTER LINE
 ED0479'OF THE NORTH-BOUND MAIN TRACK, AND IN THE BASE OF A POLE.  A NAIL.
 ED0479
 ED0479                          STATION RECOVERY (1934)
 ED0479
 ED0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ED0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0047 ***********************************************************************
 ED0047  DESIGNATION -  3 97
 ED0047  PID         -  ED0047
 ED0047  STATE/COUNTY-  SC/ANDERSON
 ED0047  USGS QUAD   -  BELTON EAST (1983)
 ED0047
 ED0047                         *CURRENT SURVEY CONTROL
 ED0047  ___________________________________________________________________
 ED0047* NAD 83(1986)-  34 34 42.     (N)    082 29 45.     (W)     SCALED    
 ED0047* NAVD 88     -       267.45   (+/-2cm)     877.5    (feet)  VERTCON   
 ED0047  ___________________________________________________________________
 ED0047  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 ED0047
 ED0047  VERT ORDER  -  ? (See Below)
 ED0047
 ED0047.The horizontal coordinates were scaled from a topographic map and have
 ED0047.an estimated accuracy of +/- 6 seconds.
 ED0047
 ED0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0047.The vertical order pertains to the NGVD 29 superseded value.
 ED0047
 ED0047.The geoid height was determined by GEOID03.
 ED0047
 ED0047;                    North         East    Units  Estimated Accuracy
 ED0047;SPC SC       -   305,410.      472,370.      MT  (+/- 180 meters Scaled)
 ED0047
 ED0047                          SUPERSEDED SURVEY CONTROL
 ED0047
 ED0047  NGVD 29 (??/??/92)  267.554  (m)          877.80   (f) ADJ UNCH    ?  
 ED0047
 ED0047.Superseded values are not recommended for survey control.
 ED0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0047.See file dsdata.txt to determine how the superseded data were derived.
 ED0047
 ED0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU628273(NAD 83)
 ED0047_MARKER: N = NAIL
 ED0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0047_SP_SET: OAK STUMP
 ED0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0047
 ED0047  HISTORY     - Date     Condition        Report By
 ED0047  HISTORY     - UNK      MONUMENTED       SCHD
 ED0047  HISTORY     - 1933     GOOD             NGS
 ED0047  HISTORY     - 1934     GOOD             NGS
 ED0047
 ED0047                          STATION DESCRIPTION
 ED0047
 ED0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0047'AT CHEDDAR.
 ED0047'AT CHEDDAR, ANDERSON COUNTY, NEAR THE SOUTHERN RAILWAY STATION
 ED0047'ABOUT 725 FEET NORTH OF MILEPOST 121, ABOUT 110 FEET WEST OF THE
 ED0047'CENTER LINE OF THE TRACK, 55 FEET WEST OF SURVEY STATION 182+35 ON
 ED0047'STATE HIGHWAY 20, OPPOSITE A CEMETERY, AND IN THE ROOT OF AN
 ED0047'18-INCH OAK STUMP.  A NAIL.
 ED0047
 ED0047                          STATION RECOVERY (1934)
 ED0047
 ED0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ED0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6784 ***********************************************************************
 AC6784  DESIGNATION -  3 DMW
 AC6784  PID         -  AC6784
 AC6784  STATE/COUNTY-  SC/LEXINGTON
 AC6784  USGS QUAD   -  PELION EAST (1982)
 AC6784
 AC6784                         *CURRENT SURVEY CONTROL
 AC6784  ___________________________________________________________________
 AC6784* NAD 83(2001)-  33 49 11.19511(N)    081 12 20.81275(W)     ADJUSTED  
 AC6784* NAVD 88     -       163.203  (meters)     535.44   (feet)  ADJUSTED  
 AC6784  ___________________________________________________________________
 AC6784  X           -     810,987.580 (meters)                     COMP
 AC6784  Y           -  -5,242,159.705 (meters)                     COMP
 AC6784  Z           -   3,529,929.679 (meters)                     COMP
 AC6784  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AC6784  ELLIP HEIGHT-         132.19  (meters)          (05/06/05) GPS OBS
 AC6784  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AC6784  DYNAMIC HT  -         163.033 (meters)     534.88  (feet)  COMP
 AC6784  MODELED GRAV-     979,590.9   (mgal)                       NAVD 88
 AC6784
 AC6784  HORZ ORDER  -  FIRST
 AC6784  VERT ORDER  -  FIRST     CLASS II
 AC6784  ELLP ORDER  -  FOURTH    CLASS II
 AC6784
 AC6784.The horizontal coordinates were established by GPS observations
 AC6784.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6784
 AC6784.The orthometric height was determined by differential leveling
 AC6784.and adjusted by the National Geodetic Survey in May 1997..
 AC6784
 AC6784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6784
 AC6784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6784
 AC6784.The ellipsoidal height was determined by GPS observations
 AC6784.and is referenced to NAD 83.
 AC6784
 AC6784.The geoid height was determined by GEOID03.
 AC6784
 AC6784.The dynamic height is computed by dividing the NAVD 88
 AC6784.geopotential number by the normal gravity value computed on the
 AC6784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6784.degrees latitude (g = 980.6199 gals.).
 AC6784
 AC6784.The modeled gravity was interpolated from observed gravity values.
 AC6784
 AC6784;                    North         East     Units Scale Factor Converg.
 AC6784;SPC SC       -   220,307.387   590,552.760   MT  0.99979709   -0 06 50.7
 AC6784;SPC SC       -   722,793.26  1,937,509.06   iFT  0.99979709   -0 06 50.7
 AC6784;UTM  17      - 3,742,192.471   480,956.487   MT  0.99960447   -0 06 52.3
 AC6784
 AC6784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6784!SPC SC       -   0.99997925  x   0.99979709  =   0.99977634
 AC6784!UTM  17      -   0.99997925  x   0.99960447  =   0.99958373
 AC6784
 AC6784                          SUPERSEDED SURVEY CONTROL
 AC6784
 AC6784  NAVD 88 (05/06/05)  163.20   (m)          535.4    (f) LEVELING    3  
 AC6784
 AC6784.Superseded values are not recommended for survey control.
 AC6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6784.See file dsdata.txt to determine how the superseded data were derived.
 AC6784
 AC6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8095642192(NAD 83)
 AC6784_MARKER: DD = SURVEY DISK
 AC6784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6784_STAMPING: 3 DMW 1971
 AC6784_MARK LOGO: USGS  
 AC6784_PROJECTION: FLUSH
 AC6784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6784+STABILITY: SURFACE MOTION
 AC6784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6784+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AC6784
 AC6784  HISTORY     - Date     Condition        Report By
 AC6784  HISTORY     - 1971     MONUMENTED       USGS
 AC6784  HISTORY     - 19951102 GOOD             SCGS
 AC6784  HISTORY     - 19970127 GOOD             SCGS
 AC6784  HISTORY     - 20040701 GOOD             SCGS
 AC6784
 AC6784                          STATION DESCRIPTION
 AC6784
 AC6784'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6784'STATION IS LOCATED 4.8 MILES (7.7 KM) NORTHEAST OF PELION, 6.05 MILES
 AC6784'(9.74 KM) WEST OF GASTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6784'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6784'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 AC6784'HIGHWAYS 6 AND 302 (EDMUND HIGHWAY) , 5.55 MILES (8.93 KM) NORTH
 AC6784'NORTHEAST OF PELION, GO SOUTH ON HIGHWAY 6 FOR 1.3 MILES (2.1 KM) TO A
 AC6784'SAND ROAD RIGHT (ADDIE LUCAS ROAD) , TURN RIGHT ON ADDIE LUCAS ROAD
 AC6784'FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE,
 AC6784'JUST BEFORE THE T-JUNCTION OF A SAND ROAD (JIM SPENCE ROAD) . STATION
 AC6784'IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) ABOVE
 AC6784'THE SAND ROADS, 10.4 FEET (3.2 M) SOUTH SOUTHEAST OF THE POWER POLE
 AC6784'WITH TWO GUY WIRES, 21.5 FEET (6.6 M) NORTH NORTHWEST OF THE CENTER OF
 AC6784'ADDIE LUCAS ROAD, 81.5 FEET (24.8 M) WEST OF A TELEPHONE JUNCTION BOX
 AC6784'NUMBER 2, 87.0 FEET (26.5 M) EAST NORTHEAST OF THE CENTER OF A SAND
 AC6784'DRIVEWAY LEADING TO A GROUP OF MOBILE HOMES (NUMBER 1602, 1606 JIM
 AC6784'SPENCE ROAD) , 47.4 FEET (14.4 M) SOUTHWEST OF A PROPERTY CORNER IRON,
 AC6784'9.4 FEET (2.9 M) SOUTH SOUTHEAST OF A WITNESS POST.  RECOVERED BY R.W.
 AC6784'ROBERTS.
 AC6784
 AC6784                          STATION RECOVERY (1997)
 AC6784
 AC6784'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AC6784'RECOVERED AS DESCRIBED.
 AC6784
 AC6784                          STATION RECOVERY (2004)
 AC6784
 AC6784'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AC6784'STATION IS LOCATED 4.55 MILES NORTH NORTHEAST OF PELION, 11.25 MILES
 AC6784'SOUTH OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AC6784'P.O. BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE
 AC6784'STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 6 AND 302, 5.7 MILES
 AC6784'NORTH NORTHEAST OF PELION, GO SOUTH ON HIGHWAY 6 FOR 1.3 MILES TO THE
 AC6784'JUNCTION OF A  PAVED ROAD (ADDIE LUCAS ROAD), TURN RIGHT ON ADDIE
 AC6784'LUCAS ROAD FOR 0.45 MILE TO THE  STATION ON THE RIGHT NEAR A POWER
 AC6784'POLE JUST BEFORE A T-JUNCTION WITH A SAND ROAD  (JIM SPENCE ROAD).
 AC6784'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET ABOVE
 AC6784'THE PAVED  ROADS, 10.1 FEET SOUTH SOUTHEAST OF THE POWER POLE WITH TWO
 AC6784'GUY WIRES, 21.6 FEET  NORTH NORTHWEST OF THE CENTER OF ADDIE LUCAS
 AC6784'ROAD, 81.6 FEET WEST OF A TELEPHONE  JUNCTION BOX NUMBER 2, 125.8 FEET
 AC6784'EAST OF A POWER POLE WITH GUY WIRE AND A  SECURITY LIGHT, 9.2 FEET
 AC6784'SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7951 ***********************************************************************
 AA7951  DESIGNATION -  3 M COMPANY MAST 1987
 AA7951  PID         -  AA7951
 AA7951  STATE/COUNTY-  SC/GREENVILLE
 AA7951  USGS QUAD   -  SIMPSONVILLE (1983)
 AA7951
 AA7951                         *CURRENT SURVEY CONTROL
 AA7951  ___________________________________________________________________
 AA7951* NAD 83(1986)-  34 44 56.40120(N)    082 21 39.75750(W)     ADJUSTED  
 AA7951* NAVD 88     -                                                        
 AA7951  ___________________________________________________________________
 AA7951  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA7951  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AA7951
 AA7951  HORZ ORDER  -  THIRD
 AA7951
 AA7951.The horizontal coordinates were established by classical geodetic methods
 AA7951.and adjusted by the National Geodetic Survey in September 1999..
 AA7951
 AA7951
 AA7951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7951
 AA7951.The geoid height was determined by GEOID03.
 AA7951
 AA7951;                    North         East     Units Scale Factor Converg.
 AA7951;SPC SC       -   324,171.334   484,981.799   MT  0.99997112   -0 45 16.4
 AA7951;SPC SC       - 1,063,554.25  1,591,147.63   iFT  0.99997112   -0 45 16.4
 AA7951;UTM  17      - 3,846,052.215   375,420.308   MT  0.99979129   -0 46 33.1
 AA7951
 AA7951                          SUPERSEDED SURVEY CONTROL
 AA7951
 AA7951.No superseded survey control is available for this station.
 AA7951
 AA7951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7542046052(NAD 83)
 AA7951_MARKER: 41 = ANTENNA MAST
 AA7951_MARK LOGO: NGS   
 AA7951
 AA7951  HISTORY     - Date     Condition        Report By
 AA7951  HISTORY     - 1987     FIRST OBSERVED   NGS
 AA7951  HISTORY     - 20000807 GOOD             SCGS
 AA7951
 AA7951                          STATION DESCRIPTION
 AA7951
 AA7951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DMM)
 AA7951'THIS INTERSECTION STATION IS LOCATED ATOP THE 3 M-- COMPANY PLANT JUST
 AA7951'EAST OF THE FIELD.  STATION IS THE ONLY WHITE MAST ATOP THE WEST
 AA7951'SECTION OF THE HIGHEST PART OF THE ROOF.  THE POINT OBSERVED WAS THE
 AA7951'FINIAL OF THE MAST.
 AA7951
 AA7951                          STATION RECOVERY (2000)
 AA7951
 AA7951'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA7951'STATION IS LOCATED 6.1 MILES (9.8 KM) WEST OF SIMPSONVILLE, 7.4 MILES
 AA7951'(11.9 KM) SOUTH OF GREENVILLE.  OWNERSHIP--3 M COMPANY.  TO REACH THE
 AA7951'STATION FROM THE OVERPASS JUNCTION OF STATE HIGHWAY 291 (SOUTH
 AA7951'PLEASANTBURG DRIVE) AND INTERSTATE 85 (EXIT 46B) , 4.0 MILES (6.4 KM)
 AA7951'SOUTH SOUTHEAST OF GREENVILLE, GO SOUTH ON HIGHWAY 291 FOR 0.7 MILE
 AA7951'(1.1 KM) TO THE JUNCTION OF STATE ROAD 50 (OLD AUGUSTA ROAD) , TURN
 AA7951'LEFT ON ROAD 50 FOR 0.45 MILE (0.72 KM) TO A PAVED FORK, BEAR LEFT ON
 AA7951'ROAD 50 ( NOW FORK SHOALS ROAD) FOR 1.65 MILES (2.66 KM) TO THE
 AA7951'JUNCTION OF A PAVED ROAD RIGHT (DELAWARE STREET) , TURN RIGHT ON
 AA7951'DELAWARE STREET FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF AN ABANDONED
 AA7951'TAXIWAY LEADING SOUTH, TURN LEFT ON THE OLD TAXIWAY FOR 0.9 MILE (1.4
 AA7951'KM) TO THE STATION ON THE LEFT.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1285 ***********************************************************************
 DD1285  DESIGNATION -  3 MEA
 DD1285  PID         -  DD1285
 DD1285  STATE/COUNTY-  SC/BERKELEY
 DD1285  USGS QUAD   -  BONNEAU (1990)
 DD1285
 DD1285                         *CURRENT SURVEY CONTROL
 DD1285  ___________________________________________________________________
 DD1285* NAD 83(1986)-  33 16 53.     (N)    079 52 35.     (W)     SCALED    
 DD1285* NAVD 88     -        13.301  (meters)      43.64   (feet)  ADJUSTED  
 DD1285  ___________________________________________________________________
 DD1285  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DD1285  DYNAMIC HT  -          13.287 (meters)      43.59  (feet)  COMP
 DD1285  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DD1285
 DD1285  VERT ORDER  -  FIRST     CLASS II
 DD1285
 DD1285.The horizontal coordinates were scaled from a topographic map and have
 DD1285.an estimated accuracy of +/- 6 seconds.
 DD1285
 DD1285.The orthometric height was determined by differential leveling
 DD1285.and adjusted by the National Geodetic Survey in June 1991..
 DD1285
 DD1285.The geoid height was determined by GEOID03.
 DD1285
 DD1285.The dynamic height is computed by dividing the NAVD 88
 DD1285.geopotential number by the normal gravity value computed on the
 DD1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1285.degrees latitude (g = 980.6199 gals.).
 DD1285
 DD1285.The modeled gravity was interpolated from observed gravity values.
 DD1285
 DD1285;                    North         East    Units  Estimated Accuracy
 DD1285;SPC SC       -   161,150.      714,250.      MT  (+/- 180 meters Scaled)
 DD1285
 DD1285                          SUPERSEDED SURVEY CONTROL
 DD1285
 DD1285  NGVD 29 (03/21/89)   13.602  (m)           44.63   (f) ADJUSTED    1 2
 DD1285
 DD1285.Superseded values are not recommended for survey control.
 DD1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1285.See file dsdata.txt to determine how the superseded data were derived.
 DD1285
 DD1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS046830(NAD 83)
 DD1285_MARKER: DB = BENCH MARK DISK
 DD1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1285_SP_SET: CONCRETE POST
 DD1285_STAMPING: 45 3 MEA 1981
 DD1285_MARK LOGO: USGS  
 DD1285_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1285+STABILITY: SURFACE MOTION
 DD1285
 DD1285  HISTORY     - Date     Condition        Report By
 DD1285  HISTORY     - 1981     MONUMENTED       USGS
 DD1285  HISTORY     - 1984     GOOD             SCGS
 DD1285
 DD1285                          STATION DESCRIPTION
 DD1285
 DD1285'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1285'17.0 KM (10.6 MI) WEST FROM JAMESTOWN.
 DD1285'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1285'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN CONTINUE, 11.0
 DD1285'KILOMETERS (6.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE,
 DD1285'THENCE 0.1 KILOMETER (0.05 MILE) SOUTH ALONG COUNTY ROAD S-8-374, SET
 DD1285'BY A POWER POLE WITH TWO TRANSFORMERS ACROSS THE ROAD FROM THE HOME
 DD1285'TELEPHONE COMPANY, 80.01 METERS (262.5 FEET) SOUTH OF THE CENTERLINE
 DD1285'OF THE HIGHWAY, 50.75 METERS (166.5 FEET) SOUTHEAST OF THE NORTHEAST
 DD1285'CORNER OF THE TELEPHONE BUILDING, 8.84 METERS (29.0 FEET) EAST OF THE
 DD1285'CENTERLINE OF THE COUNTY ROAD, 0.73 METER (2.4 FEET) EAST OF THE POWER
 DD1285'POLE.
 DD1285'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 DD1285'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1944 ***********************************************************************
 DD1944  DESIGNATION -  3 Q R 1
 DD1944  PID         -  DD1944
 DD1944  STATE/COUNTY-  SC/HORRY
 DD1944  USGS QUAD   -  WAMPEE (1990)
 DD1944
 DD1944                         *CURRENT SURVEY CONTROL
 DD1944  ___________________________________________________________________
 DD1944* NAD 83(1986)-  33 51 02.     (N)    078 42 15.     (W)     SCALED    
 DD1944* NAVD 88     -        12.141  (meters)      39.83   (feet)  ADJUSTED  
 DD1944  ___________________________________________________________________
 DD1944  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DD1944  DYNAMIC HT  -          12.129 (meters)      39.79  (feet)  COMP
 DD1944  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 DD1944
 DD1944  VERT ORDER  -  FIRST     CLASS II
 DD1944
 DD1944.The horizontal coordinates were scaled from a topographic map and have
 DD1944.an estimated accuracy of +/- 6 seconds.
 DD1944
 DD1944.The orthometric height was determined by differential leveling
 DD1944.and adjusted by the National Geodetic Survey in September 2000..
 DD1944
 DD1944.The geoid height was determined by GEOID03.
 DD1944
 DD1944.The dynamic height is computed by dividing the NAVD 88
 DD1944.geopotential number by the normal gravity value computed on the
 DD1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1944.degrees latitude (g = 980.6199 gals.).
 DD1944
 DD1944.The modeled gravity was interpolated from observed gravity values.
 DD1944
 DD1944;                    North         East    Units  Estimated Accuracy
 DD1944;SPC SC       -   226,060.      822,010.      MT  (+/- 180 meters Scaled)
 DD1944
 DD1944                          SUPERSEDED SURVEY CONTROL
 DD1944
 DD1944  NAVD 88 (06/15/91)   12.133  (m)           39.81   (f) UNKNOWN     1 2
 DD1944  NGVD 29 (03/21/89)   12.453  (m)           40.86   (f) ADJUSTED    1 2
 DD1944
 DD1944.Superseded values are not recommended for survey control.
 DD1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1944.See file dsdata.txt to determine how the superseded data were derived.
 DD1944
 DD1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT124479(NAD 83)
 DD1944_MARKER: DD = SURVEY DISK
 DD1944_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DD1944_SP_SET: DISK ATTACHED TO WATER WELL PI
 DD1944_STAMPING: 3Q - R1 1986
 DD1944_MARK LOGO: SCWRC 
 DD1944_MAGNETIC: P = MARKER IS A STEEL PIPE
 DD1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1944+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1996
 DD1944
 DD1944  HISTORY     - Date     Condition        Report By
 DD1944  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1944  HISTORY     - 1986     GOOD             SCGS
 DD1944  HISTORY     - 19960417 GOOD             SCGS
 DD1944
 DD1944                          STATION DESCRIPTION
 DD1944
 DD1944'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1944'8.9 KM (5.55 MI) SW FROM LITTLE RIVER.
 DD1944'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 DD1944'JUNCTION OF STATE ROAD S-26-50 (MINEOLA AVENUE) IN LITTLE RIVER,
 DD1944'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 90 TO
 DD1944'THE JUNCTION OF STATE ROAD S-26-20 (NIXONS CROSSROADS), CONTINUE 4.3
 DD1944'KILOMETERS (2.7 MILES) WESTERLY ALONG STATE HIGHWAY 90, THENCE 0.2
 DD1944'KILOMETER (0.1 MILE) SOUTHERLY ALONG A SAND ROAD LEADING TO THE WAMPEE
 DD1944'FIRE LOOKOUT TOWER, SET IN THE WOODS BEFORE A FIELD AND IN LINE WITH A
 DD1944'POWER POLE, 18.6 METERS (61.0 FEET) WEST OF THE APPROXIMATE CENTER OF
 DD1944'THE SAND ROAD, 11.06 METERS (36.3 FEET) WEST OF THE POWER POLE NUMBER
 DD1944'61027, 1.2 METERS (3.9 FEET) SOUTH OF THE APPROXIMATE CENTER OF A
 DD1944'DITCH, ADD-THIS MARK IS A DISK WELDED TO A FOUR INCH PIPE, DEPTH OF
 DD1944'PIPE IS 340 FEET.
 DD1944'THE MARK IS 0.50 METERS  N FROM  A WITNESS POST
 DD1944'THE MARK IS 0.30 M ABOVE GROUND.
 DD1944
 DD1944                          STATION RECOVERY (1996)
 DD1944
 DD1944'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1944'STATION IS LOCATED 2.3 MILES (3.7 KM) WEST NORTHWEST OF NORTH MYRTLE
 DD1944'BEACH, 19.8 MILES (31.9 KM) EAST OF CONWAY.  OWNERSHIP--UNKNOWN.  TO
 DD1944'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 90 AND U.S.
 DD1944'HIGHWAY 17, 2.6 MILES (4.2 KM) WEST SOUTHWEST OF LITTLE RIVER, GO WEST
 DD1944'ON HIGHWAY 90 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION OF FIRE TOWER
 DD1944'ROAD, TURN LEFT ON FIRE TOWER ROAD FOR 0.1 MILE (0.2 KM) TO THE
 DD1944'STATION ON THE RIGHT.  STATION IS A CONCRETE POST PROJECTING 0.4 FOOT
 DD1944'(12.2 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 65.0 FEET (19.8 M)
 DD1944'WEST NORTHWEST OF THE EXTENDED CENTER OF A FIELD ACCESS ROAD, 62.5
 DD1944'FEET (19.1 M) WEST OF THE CENTER OF FIRE TOWER ROAD, 4.0 FEET (1.2 M)
 DD1944'SOUTH SOUTHWEST OF THE CENTER OF A DITCH PARALLEL WITH FIELD, 152.5
 DD1944'FEET (46.5 M) SOUTH SOUTHWEST OF A POWER POLE NUMBER 77224, 1.6 FEET
 DD1944'(0.5 M) NORTH NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1686 ***********************************************************************
 DD1686  DESIGNATION -  3 R F 1
 DD1686  PID         -  DD1686
 DD1686  STATE/COUNTY-  SC/HORRY
 DD1686  USGS QUAD   -  WAMPEE (1990)
 DD1686
 DD1686                         *CURRENT SURVEY CONTROL
 DD1686  ___________________________________________________________________
 DD1686* NAD 83(1986)-  33 48 06.     (N)    078 44 15.     (W)     SCALED    
 DD1686* NAVD 88     -         2.765  (meters)       9.07   (feet)  ADJUSTED  
 DD1686  ___________________________________________________________________
 DD1686  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DD1686  DYNAMIC HT  -           2.763 (meters)       9.06  (feet)  COMP
 DD1686  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 DD1686
 DD1686  VERT ORDER  -  FIRST     CLASS II
 DD1686
 DD1686.The horizontal coordinates were scaled from a topographic map and have
 DD1686.an estimated accuracy of +/- 6 seconds.
 DD1686
 DD1686.The orthometric height was determined by differential leveling
 DD1686.and adjusted by the National Geodetic Survey in June 1991..
 DD1686
 DD1686.The geoid height was determined by GEOID03.
 DD1686
 DD1686.The dynamic height is computed by dividing the NAVD 88
 DD1686.geopotential number by the normal gravity value computed on the
 DD1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1686.degrees latitude (g = 980.6199 gals.).
 DD1686
 DD1686.The modeled gravity was interpolated from observed gravity values.
 DD1686
 DD1686;                    North         East    Units  Estimated Accuracy
 DD1686;SPC SC       -   220,570.      819,050.      MT  (+/- 180 meters Scaled)
 DD1686
 DD1686                          SUPERSEDED SURVEY CONTROL
 DD1686
 DD1686  NGVD 29 (03/21/89)    3.079  (m)           10.10   (f) ADJUSTED    1 2
 DD1686
 DD1686.Superseded values are not recommended for survey control.
 DD1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1686.See file dsdata.txt to determine how the superseded data were derived.
 DD1686
 DD1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT094424(NAD 83)
 DD1686_MARKER: DD = SURVEY DISK
 DD1686_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD1686_SP_SET: UNSPECIFIED
 DD1686_STAMPING: 3R - F1 1986
 DD1686_MARK LOGO: SCGS  
 DD1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1686+STABILITY: SURFACE MOTION
 DD1686
 DD1686  HISTORY     - Date     Condition        Report By
 DD1686  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1686  HISTORY     - 1986     GOOD             SCGS
 DD1686  HISTORY     - 19960416 MARK NOT FOUND   SCGS
 DD1686  HISTORY     - 19970729 MARK NOT FOUND   SCGS
 DD1686
 DD1686                          STATION DESCRIPTION
 DD1686
 DD1686'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1686'6.1 KM (3.8 MI) SW FROM NORTH MYRTLE BEACH.
 DD1686'6.3 KM (3.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1686'MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.25 KM (0.15 MI) NORTHWEST
 DD1686'ALONG A PAVED DRIVE LEADING TO THE WHITE HOUSE RESTAURANT, THENCE 0.1
 DD1686'KM (0.05 MI) NORTHEAST ALONG A SAND DRIVE LEADING TO A SEWER LIFT
 DD1686'STATION AND A GARAGE, SET IN A MASS OF CONCRETE ON THE SOUTHEAST SIDE
 DD1686'OF THE LIFT STATION, 28.21 METERS (92.55 FT) WEST SOUTHWEST OF THE
 DD1686'SOUTHWEST CORNER OF THE GARAGE, 10.75 METERS (35.27 FT) NORTH
 DD1686'NORTHWEST OF THE CENTER OF THE DRIVE, 7.88 METERS (25.85 FT) SOUTH OF
 DD1686'THE EAST CORNER OF A CHAIN LINK FENCE SURROUNDING THE LIFT STATION,
 DD1686'23.8 METERS (78.08 FT) NORTHEAST OF A POWER POLE NUMBER 51 WITH 8 GUY
 DD1686'WIRES AND A METER, ADD-THIS IS A DISK IN A DRILL HOLE OF A MASS OF
 DD1686'CONCRETE SURROUNDING A 10 INCH PIPE, DEPTH OF PIPE 700 FT.
 DD1686'THE MARK IS 0.88 METERS  SW FROM A WITNESS POST.
 DD1686'THE MARK IS 0.30 M ABOVE DRIVE.
 DD1686
 DD1686                          STATION RECOVERY (1996)
 DD1686
 DD1686'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1686'NOT RECOVERED, PRESUMED DESTROYED, MEASUREMENTS AND DESCRIPTION LED TO
 DD1686'AN AREA WITH RECENT CONSTRUCTION AND A BENT METAL PIPE, SEARCHED 10
 DD1686'MINUTES. RECOVERY BY L.A. OWENS.
 DD1686
 DD1686                          STATION RECOVERY (1997)
 DD1686
 DD1686'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1686'NOT RECOVERED, PRESUMED DESTROYED, MEASUREMENTS LEAD TO A 1.6-FOOT
 DD1686'DIAMETER CONCRETE CYLINDER WITH AN IRREGULAR TOP WHICH APPEARS TO BE
 DD1686'THE WELL DESCRIBED IN 1986 BUT HAS HAD THE TOP BROKEN OFF AND FILLED
 DD1686'WITH CONCRETE.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3985 ***********************************************************************
 AA3985  DESIGNATION -  3 WDK
 AA3985  PID         -  AA3985
 AA3985  STATE/COUNTY-  SC/LANCASTER
 AA3985  USGS QUAD   -  LANCASTER SE (1983)
 AA3985
 AA3985                         *CURRENT SURVEY CONTROL
 AA3985  ___________________________________________________________________
 AA3985* NAD 83(1986)-  34 37 27.     (N)    080 45 05.     (W)     SCALED    
 AA3985* NAVD 88     -       167.745  (meters)     550.34   (feet)  ADJUSTED  
 AA3985  ___________________________________________________________________
 AA3985  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AA3985  DYNAMIC HT  -         167.584 (meters)     549.82  (feet)  COMP
 AA3985  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 AA3985
 AA3985  VERT ORDER  -  FIRST     CLASS II
 AA3985
 AA3985.The horizontal coordinates were scaled from a topographic map and have
 AA3985.an estimated accuracy of +/- 6 seconds.
 AA3985
 AA3985.The orthometric height was determined by differential leveling
 AA3985.and adjusted by the National Geodetic Survey in September 1998..
 AA3985
 AA3985.The geoid height was determined by GEOID03.
 AA3985
 AA3985.The dynamic height is computed by dividing the NAVD 88
 AA3985.geopotential number by the normal gravity value computed on the
 AA3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3985.degrees latitude (g = 980.6199 gals.).
 AA3985
 AA3985.The modeled gravity was interpolated from observed gravity values.
 AA3985
 AA3985;                    North         East    Units  Estimated Accuracy
 AA3985;SPC SC       -   309,530.      632,400.      MT  (+/- 180 meters Scaled)
 AA3985
 AA3985                          SUPERSEDED SURVEY CONTROL
 AA3985
 AA3985.No superseded survey control is available for this station.
 AA3985
 AA3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU227313(NAD 83)
 AA3985_MARKER: DD = SURVEY DISK
 AA3985_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA3985_SP_SET: BRIDGE CURB
 AA3985_STAMPING: 551 3 WDK 1964
 AA3985_MARK LOGO: USGS  
 AA3985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3985+STABILITY: SURFACE MOTION
 AA3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3985+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2000
 AA3985
 AA3985  HISTORY     - Date     Condition        Report By
 AA3985  HISTORY     - 1964     MONUMENTED       USGS
 AA3985  HISTORY     - 19930623 GOOD             SCGS
 AA3985  HISTORY     - 19990504 GOOD             USPSQD
 AA3985  HISTORY     - 20000203 GOOD             SCGS
 AA3985
 AA3985                          STATION DESCRIPTION
 AA3985
 AA3985'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3985'STATION IS LOCATED 4.9 MILES (7.9 KM) WEST NORTHWEST OF HEATH SPRINGS.
 AA3985'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3985'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE SOUTH
 AA3985'JUNCTION OF U.S. HIGHWAY 521 (NORTH MAIN STREET) AND STATE HIGHWAY 522
 AA3985'(WEST CASTON STREET) IN HEATH SPRINGS, GO NORTH ON HIGHWAY 521 AND 522
 AA3985'FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 34 (NEW HOPE
 AA3985'ROAD), TURN LEFT ON ROAD 34 FOR 4.85 MILES (7.81 KM) TO THE JUNCTION
 AA3985'OF STATE ROAD 245, TURN RIGHT ON ROAD 245 FOR 0.5 MILE (0.8 KM) TO THE
 AA3985'STATION ON THE LEFT AT THE NORTH END OF THE BRIDGE OVER CAMP CREEK.
 AA3985'STATION IS A DRILL MARK IN CURB OF A BRIDGE AND 1.0 FOOT (0.3 M) ABOVE
 AA3985'THE ROAD, 13.6 FEET (4.1 M) WEST OF THE CENTER OF THE ROAD, 1.3 FEET
 AA3985'(0.4 M) SOUTH OF THE NORTH END OF THE BRIDGE, 2.3 FEET (0.7 M) SOUTH
 AA3985'OF A WITNESS POST. DESCRIBED BY T. HALL.
 AA3985
 AA3985                          STATION RECOVERY (1999)
 AA3985
 AA3985'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3985'RECOVERED IN GOOD CONDITION.
 AA3985
 AA3985                          STATION RECOVERY (2000)
 AA3985
 AA3985'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA3985'STATION IS LOCATED 4.9 MILES (7.9 KM) WEST NORTHWEST OF HEATH SPRINGS.
 AA3985'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA3985'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA3985'SOUTH JUNCTION OF U.S.  HIGHWAY 521 (NORTH MAIN STREET) AND STATE
 AA3985'HIGHWAY 522 (WEST CASTON STREET) IN HEATH SPRINGS, GO NORTH ON HIGHWAY
 AA3985'521 AND 522 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 34
 AA3985'(NEW HOPE ROAD) , TURN LEFT ON ROAD 34 FOR 4.85 MILES (7.81 KM) TO THE
 AA3985'JUNCTION OF STATE ROAD 245, TURN RIGHT ON ROAD 245 FOR 0.5 MILE (0.8
 AA3985'KM) TO THE STATION ON THE LEFT AT THE NORTH END OF THE BRIDGE OVER
 AA3985'CAMP CREEK.  STATION IS A DRILL MARK IN CURB OF A BRIDGE AND 1.0 FOOT
 AA3985'(0.3 M) ABOVE THE ROAD, 13.6 FEET (4.1 M) WEST OF THE CENTER OF THE
 AA3985'ROAD, 1.3 FEET (0.4 M) SOUTH OF THE NORTH END OF THE BRIDGE.
 AA3985'RECOVERED BY D.D.  WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2976 ***********************************************************************
 CK2976  DESIGNATION -  3 WLC
 CK2976  PID         -  CK2976
 CK2976  STATE/COUNTY-  SC/COLLETON
 CK2976  USGS QUAD   -  WALTERBORO (1988)
 CK2976
 CK2976                         *CURRENT SURVEY CONTROL
 CK2976  ___________________________________________________________________
 CK2976* NAD 83(1986)-  32 53 23.     (N)    080 41 14.     (W)     SCALED    
 CK2976* NAVD 88     -        10.206  (meters)      33.48   (feet)  ADJUSTED  
 CK2976  ___________________________________________________________________
 CK2976  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK2976  DYNAMIC HT  -          10.195 (meters)      33.45  (feet)  COMP
 CK2976  MODELED GRAV-     979,558.3   (mgal)                       NAVD 88
 CK2976
 CK2976  VERT ORDER  -  FIRST     CLASS II
 CK2976
 CK2976.The horizontal coordinates were scaled from a topographic map and have
 CK2976.an estimated accuracy of +/- 6 seconds.
 CK2976
 CK2976.The orthometric height was determined by differential leveling
 CK2976.and adjusted by the National Geodetic Survey in June 1991..
 CK2976
 CK2976.The geoid height was determined by GEOID03.
 CK2976
 CK2976.The dynamic height is computed by dividing the NAVD 88
 CK2976.geopotential number by the normal gravity value computed on the
 CK2976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2976.degrees latitude (g = 980.6199 gals.).
 CK2976
 CK2976.The modeled gravity was interpolated from observed gravity values.
 CK2976
 CK2976;                    North         East    Units  Estimated Accuracy
 CK2976;SPC SC       -   117,200.      638,860.      MT  (+/- 180 meters Scaled)
 CK2976
 CK2976                          SUPERSEDED SURVEY CONTROL
 CK2976
 CK2976  NGVD 29 (03/21/89)   10.493  (m)           34.43   (f) ADJUSTED    1 2
 CK2976
 CK2976.Superseded values are not recommended for survey control.
 CK2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2976.See file dsdata.txt to determine how the superseded data were derived.
 CK2976
 CK2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS292391(NAD 83)
 CK2976_MARKER: DD = SURVEY DISK
 CK2976_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK2976_SP_SET: SET IN WINGWALL OF BRIDGE
 CK2976_STAMPING: 3 WLC 1982
 CK2976_MARK LOGO: USGS  
 CK2976_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2976+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK2976
 CK2976  HISTORY     - Date     Condition        Report By
 CK2976  HISTORY     - 1982     MONUMENTED       USGS
 CK2976  HISTORY     - 1984     GOOD             SCGS
 CK2976  HISTORY     - 19941229 GOOD             SCGS
 CK2976  HISTORY     - 20050803 GOOD             SCGS
 CK2976
 CK2976                          STATION DESCRIPTION
 CK2976
 CK2976'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2976'2.6 KM (1.6 MI) SW FROM WALTERBORO.
 CK2976'2.6 KILOMETERS (1.6 MILES) SOUTHWEST ALONG STATE HIGHWAY 63 AND U.S.
 CK2976'HIGHWAY 17 ALTERNATE FROM THE COURT HOUSE IN WALTERBORO, SET IN THE
 CK2976'NORTH CORNER OF THE BRIDGE JUST BEFORE U.S. HIGHWAY 17 ALTERNATE VEERS
 CK2976'OFF TO THE LEFT.
 CK2976'THE MARK IS 0.30 M ABOVE HIGHWAY.
 CK2976
 CK2976                          STATION RECOVERY (1994)
 CK2976
 CK2976'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2976'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTHWEST OF WALTERBORO.
 CK2976'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2976'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2976'JUNCTION OF U.S.  HIGHWAY 17 ALTERNATE, STATE HIGHWAY 63 AND STATE
 CK2976'ROAD 51, 1.65 MILES (2.66 KM) SOUTHWEST OF WALTERBORO, GO EAST
 CK2976'NORTHEAST ON HIGHWAYS 63 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO THE
 CK2976'STATION ON THE RIGHT NEAR THE NORTH CORNER OF THE BRIDGE OVER THE
 CK2976'GREAT SWAMP.  STATION IS A DRILL MARK IN THE WINGWALL OF THE BRIDGE
 CK2976'AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 30.2 FEET (9.2 M) NORTH
 CK2976'NORTHWEST OF THE CENTER OF THE HIGHWAY, 0.5 FOOT (15.2 CM) SOUTH
 CK2976'SOUTHWEST OF THE NORTHWEST END OF THE WINGWALL, 3.0 FEET (0.9 M) WEST
 CK2976'NORTHWEST OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
 CK2976
 CK2976                          STATION RECOVERY (2005)
 CK2976
 CK2976'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2976'STATION IS LOCATED 1.6 MI (2.57 KM) SOUTHWEST OF WALTERBORO.
 CK2976'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2976'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2976'OF U.S. HIGHWAY 17 ALTERNATE (HENDERSONVILLE HIGHWAY) AND STATE
 CK2976'HIGHWAY 63 (SNIDERS HIGHWAY), 1.8 MI (2.9 KM) SOUTHWEST OF WALTERBORO,
 CK2976'GO EAST NORTHEAST ON HIGHWAYS 63 AND 17 ALTERNATE FOR 0.2 MI (0.32 KM)
 CK2976'TO THE STATION ON THE LEFT IN THE WINGWALL AT THE NORTH CORNER OF THE
 CK2976'BRIDGE OVER GREAT SWAMP. STATION IS A DISK SET INTO DRILL HOLE IN THE
 CK2976'WINGWALL AND 0.5 FT (0.2 M) ABOVE THE HIGHWAY, 0.5 FT (0.2 M) SOUTH
 CK2976'SOUTHEAST OF THE NORTH END OF THE WINGWALL, 3.0 FT (0.9 M) WEST OF A
 CK2976'5.0 FT (1.5 M) TALL ORANGE AND WHITE FIBERGLASS POST, 2.7 FT (0.8 M)
 CK2976'NORTHWEST OF A WITNESS POST. NOTE-STATION WOULD REQUIRE SANDBAGS AND
 CK2976'SAFETY CONES FOR A GPS SETUP. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0423 ***********************************************************************
 DD0423  DESIGNATION -  30
 DD0423  PID         -  DD0423
 DD0423  STATE/COUNTY-  SC/GEORGETOWN
 DD0423  USGS QUAD   -  JAMESTOWN (1973)
 DD0423
 DD0423                         *CURRENT SURVEY CONTROL
 DD0423  ___________________________________________________________________
 DD0423* NAD 83(1986)-  33 19 28.     (N)    079 39 35.     (W)     SCALED    
 DD0423* NAVD 88     -         8.860  (meters)      29.07   (feet)  POSTED    
 DD0423  ___________________________________________________________________
 DD0423  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DD0423  DYNAMIC HT  -           8.850 (meters)      29.04  (feet)  COMP
 DD0423  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 DD0423
 DD0423  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DD0423
 DD0423.The horizontal coordinates were scaled from a topographic map and have
 DD0423.an estimated accuracy of +/- 6 seconds.
 DD0423
 DD0423.The orthometric height was determined by differential leveling
 DD0423.and adjusted by the National Geodetic Survey in 1992..
 DD0423.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DD0423.rate of 0.0 thru 1.0 mm/km.
 DD0423
 DD0423.The geoid height was determined by GEOID03.
 DD0423
 DD0423.The dynamic height is computed by dividing the NAVD 88
 DD0423.geopotential number by the normal gravity value computed on the
 DD0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0423.degrees latitude (g = 980.6199 gals.).
 DD0423
 DD0423.The modeled gravity was interpolated from observed gravity values.
 DD0423
 DD0423;                    North         East    Units  Estimated Accuracy
 DD0423;SPC SC       -   166,170.      734,370.      MT  (+/- 180 meters Scaled)
 DD0423
 DD0423                          SUPERSEDED SURVEY CONTROL
 DD0423
 DD0423  NGVD 29 (03/21/89)    9.158  (m)           30.05   (f) ADJUSTED    2 0
 DD0423
 DD0423.Superseded values are not recommended for survey control.
 DD0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0423.See file dsdata.txt to determine how the superseded data were derived.
 DD0423
 DD0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS247880(NAD 83)
 DD0423_MARKER: DD = SURVEY DISK
 DD0423_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0423_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0423_STAMPING: 30 1917
 DD0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0423
 DD0423  HISTORY     - Date     Condition        Report By
 DD0423  HISTORY     - 1917     MONUMENTED       USGS
 DD0423  HISTORY     - 1943     GOOD             NGS
 DD0423  HISTORY     - 1983     MARK NOT FOUND   SCGS
 DD0423  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 DD0423  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 DD0423  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD0423
 DD0423                          STATION DESCRIPTION
 DD0423
 DD0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DD0423'2.3 MI SW FROM OCEDA.
 DD0423'ABOUT 2.3 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY
 DD0423'FROM THE STATION AT OCEDA, GEORGETOWN COUNTY, 36 FEET NORTHWEST
 DD0423'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 8 FEET SOUTHEAST
 DD0423'OF THE RIGHT-OF-WAY LINE.  A UNITED STATES GEOLOGICAL SURVEY
 DD0423'STANDARD CAP, STAMPED 30 1917 AND RIVETED ON THE TOP OF A METAL
 DD0423'PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 DD0423
 DD0423                          STATION RECOVERY (1983)
 DD0423
 DD0423'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 DD0423'NOT RECOVERED, DESCRIPTION WAS NOT HELPFUL IN LOCATING THIS MARK.
 DD0423
 DD0423                          STATION RECOVERY (1994)
 DD0423
 DD0423'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD0423'MARK NOT FOUND.
 DD0423
 DD0423                          STATION RECOVERY (2004)
 DD0423
 DD0423'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD0423'SEARCHED NEAR RR TRACK WITH MICRONTA 4001.
 DD0423
 DD0423                          STATION RECOVERY (2006)
 DD0423
 DD0423'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD0423'SEARCHED 15 MINUTES, INSUFFICIENT REFERENCE OBJECTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2021 ***********************************************************************
 ED2021  DESIGNATION -  30 001
 ED2021  PID         -  ED2021
 ED2021  STATE/COUNTY-  SC/LAURENS
 ED2021  USGS QUAD   -  FOUNTAIN INN (1983)
 ED2021
 ED2021                         *CURRENT SURVEY CONTROL
 ED2021  ___________________________________________________________________
 ED2021* NAD 83(2001)-  34 40 45.92558(N)    082 11 14.19240(W)     ADJUSTED  
 ED2021* NAVD 88     -       262.310  (meters)     860.60   (feet)  ADJUSTED  
 ED2021  ___________________________________________________________________
 ED2021  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ED2021  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED2021  DYNAMIC HT  -         262.044 (meters)     859.72  (feet)  COMP
 ED2021  MODELED GRAV-     979,617.0   (mgal)                       NAVD 88
 ED2021
 ED2021  HORZ ORDER  -  SECOND
 ED2021  VERT ORDER  -  FIRST     CLASS II
 ED2021
 ED2021.The horizontal coordinates were established by classical geodetic methods
 ED2021.and adjusted by the National Geodetic Survey in March 2004..
 ED2021
 ED2021.The orthometric height was determined by differential leveling
 ED2021.and adjusted by the National Geodetic Survey in August 1993..
 ED2021
 ED2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2021
 ED2021.The geoid height was determined by GEOID03.
 ED2021
 ED2021.The dynamic height is computed by dividing the NAVD 88
 ED2021.geopotential number by the normal gravity value computed on the
 ED2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2021.degrees latitude (g = 980.6199 gals.).
 ED2021
 ED2021.The modeled gravity was interpolated from observed gravity values.
 ED2021
 ED2021;                    North         East     Units Scale Factor Converg.
 ED2021;SPC SC       -   316,257.495   500,802.719   MT  0.99994894   -0 39 29.6
 ED2021;SPC SC       - 1,037,590.21  1,643,053.54   iFT  0.99994894   -0 39 29.6
 ED2021;UTM  17      - 3,838,134.562   391,235.525   MT  0.99974581   -0 40 32.2
 ED2021
 ED2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2021!SPC SC       -   0.99996368  x   0.99994894  =   0.99991262
 ED2021!UTM  17      -   0.99996368  x   0.99974581  =   0.99970950
 ED2021
 ED2021:                Primary Azimuth Mark                     Grid Az
 ED2021:SPC SC       -  30 001 AZ MK                             307 47 56.0
 ED2021:UTM  17      -  30 001 AZ MK                             307 48 58.6
 ED2021
 ED2021|---------------------------------------------------------------------|
 ED2021| PID    Reference Object                     Distance      Geod. Az  |
 ED2021|                                                           dddmmss.s |
 ED2021| ED2022 30 001 AZ MK                        427.427 METERS 3070826.4 |
 ED2021|---------------------------------------------------------------------|
 ED2021
 ED2021                          SUPERSEDED SURVEY CONTROL
 ED2021
 ED2021  NAD 83(1986)-  34 40 45.93544(N)    082 11 14.19257(W) AD(       ) 2
 ED2021  NAD 27      -  34 40 45.49452(N)    082 11 14.78322(W) AD(       ) 2
 ED2021  NGVD 29 (12/12/91)  262.397  (m)          860.88   (f) ADJUSTED    1 2
 ED2021
 ED2021.Superseded values are not recommended for survey control.
 ED2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2021.See file dsdata.txt to determine how the superseded data were derived.
 ED2021
 ED2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9123638135(NAD 83)
 ED2021_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2021_SP_SET: CONCRETE POST
 ED2021_STAMPING: HORZ 30 001 1979
 ED2021_MARK LOGO: SCGS  
 ED2021_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2021+STABILITY: SURFACE MOTION
 ED2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2021+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 ED2021
 ED2021  HISTORY     - Date     Condition        Report By
 ED2021  HISTORY     - 1979     MONUMENTED       SCGS
 ED2021  HISTORY     - 1979     GOOD             SCGS
 ED2021  HISTORY     - 19911014 GOOD             SCGS
 ED2021  HISTORY     - 20010330 GOOD             USPSQD
 ED2021
 ED2021                          STATION DESCRIPTION
 ED2021
 ED2021'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2021'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF FOUNTAIN INN IN
 ED2021'LAURENS COUNTY ABOUT 3/4 KM EAST OF THE GREENVILLE COUNTY LINE.
 ED2021'
 ED2021'TO REACH THE STATION FROM THE POST OFFICE IN FOUNTAIN INN.  GO
 ED2021'SOUTHEAST ON HIGHWAY 14 (MAIN STREET) FOR 0.8 KM (0.5 MI) TO THE
 ED2021'GREENVILLE-LAURENS COUNTY LINE.  CONTINUE STRAIGHT AHEAD FOR
 ED2021'0.7 KM (0.45 MI) TO LAURENS ROAD ON THE RIGHT.  TURN RIGHT AND
 ED2021'GO ACROSS RAILROAD TRACKS FOR 0.1 KM (0.05 MI) AND THE STATION
 ED2021'ON THE LEFT
 ED2021'
 ED2021'THE STATION IS A STANDARD SCGS DISK
 ED2021'STAMPED---30 001 HORZ 1979---,
 ED2021'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2021'FLUSH WITH GROUND.  IT IS LOCATED
 ED2021'65.2 METERS SOUTH FROM THE CENTER OF THE RAILROAD TRACKS AT
 ED2021'JUNCTION WITH LAURENS ROAD,
 ED2021'30.5 METERS SOUTHEAST FROM THE FIRE HYDRANT ACROSS THE ROAD,
 ED2021'8.47 METERS EAST FROM THE JUNCTION OF CENTER OF LAURENS ROAD
 ED2021'WITH THE CENTER OF NASH STREET AND
 ED2021'7.6 METERS EAST FROM THE CENTER OF LAURENS ROAD.
 ED2021'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2021'STAMPED---30 001 HORZ 1979---,
 ED2021'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2021'
 ED2021'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2021'STAMPED---30 001 AZ MK 1979---,
 ED2021'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2021'FLUSH WITH GROUND.  IT IS LOCATED
 ED2021'10.4 METERS SOUTHEAST FROM THE CENTER LINE OF HACKNEY AVENUE,
 ED2021'7.9 METERS NORTHWEST FROM THE CENTER LINE OF NASH STREET AND
 ED2021'1.68 METERS EAST FROM A YELLOW WATER HYDRANT.
 ED2021'TO REACH AZIMUTH MARK FROM THE STATION PROCEED DOWN NASH STREET
 ED2021'FOR 0.5 KM AND THE MARK ON THE RIGHT AT CORNER OF NASH STREET AND
 ED2021'HACKNEY AVENUE.
 ED2021'
 ED2021'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2021'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2021
 ED2021                          STATION RECOVERY (1979)
 ED2021
 ED2021'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2021'RECOVERED IN GOOD CONDITION.
 ED2021
 ED2021                          STATION RECOVERY (1991)
 ED2021
 ED2021'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2021'STATION IS LOCATED 1.15 MILES SOUTHEAST OF FOUNTAIN INN.
 ED2021'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2021'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED2021'THE JUNCTION OF STATE HIGHWAYS 418 (JONES STREET) AND 14 (MAIN
 ED2021'STREET) AT THE SOUTH EDGE OF FOUNTAIN INN, GO SOUTHEAST ON HIGHWAY 14
 ED2021'FOR 0.75 MILE TO THE JUNCTION OF STATE ROAD 414 (OLD LAURENS ROAD),
 ED2021'TURN RIGHT ON ROAD 414 FOR 0.15 MILE TO THE JUNCTION OF STATE ROAD
 ED2021'394 (NASH STREET) AND THE STATION ON THE LEFT.  STATION IS A CONCRETE
 ED2021'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 11.6 FEET
 ED2021'NORTHEAST OF A 14-INCH METAL PIPE CULVERT WITH A STONE HEADWALL
 ED2021'BENEATH THE ROAD, 12.2 FEET NORTH OF AN 8-INCH PIN OAK TREE (TWIN
 ED2021'TRUNKED), 23.8 FEET EAST OF THE CENTER OF THE ROAD, 53.8 FEET SOUTH
 ED2021'OF A 5-FOOT TALL METAL GAS LINE VENT STACK, 96.0 FEET SOUTHWEST OF
 ED2021'THE SOUTH RAIL OF A NEAR BY SET OF RAILROAD TRACKS, 4.3 FEET WEST
 ED2021'SOUTHWEST OF A WITNESS POST.  RECOVERED BY T. HALL.
 ED2021
 ED2021                          STATION RECOVERY (2001)
 ED2021
 ED2021'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 ED2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2022 ***********************************************************************
 ED2022  DESIGNATION -  30 001 AZ MK
 ED2022  PID         -  ED2022
 ED2022  STATE/COUNTY-  SC/LAURENS
 ED2022  USGS QUAD   -  FOUNTAIN INN (1983)
 ED2022
 ED2022                         *CURRENT SURVEY CONTROL
 ED2022  ___________________________________________________________________
 ED2022* NAD 83(2001)-  34 40 54.30011(N)    082 11 27.57749(W)     ADJUSTED  
 ED2022* NAVD 88     -       260.652  (meters)     855.16   (feet)  ADJUSTED  
 ED2022  ___________________________________________________________________
 ED2022  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 ED2022  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED2022  DYNAMIC HT  -         260.388 (meters)     854.29  (feet)  COMP
 ED2022  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 ED2022
 ED2022  HORZ ORDER  -  SECOND
 ED2022  VERT ORDER  -  FIRST     CLASS II
 ED2022
 ED2022.The horizontal coordinates were established by classical geodetic methods
 ED2022.and adjusted by the National Geodetic Survey in March 2004..
 ED2022
 ED2022.The orthometric height was determined by differential leveling
 ED2022.and adjusted by the National Geodetic Survey in August 1993..
 ED2022
 ED2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2022
 ED2022.The geoid height was determined by GEOID03.
 ED2022
 ED2022.The dynamic height is computed by dividing the NAVD 88
 ED2022.geopotential number by the normal gravity value computed on the
 ED2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2022.degrees latitude (g = 980.6199 gals.).
 ED2022
 ED2022.The modeled gravity was interpolated from observed gravity values.
 ED2022
 ED2022;                    North         East     Units Scale Factor Converg.
 ED2022;SPC SC       -   316,519.448   500,464.998   MT  0.99994965   -0 39 37.0
 ED2022;SPC SC       - 1,038,449.63  1,641,945.53   iFT  0.99994965   -0 39 37.0
 ED2022;UTM  17      - 3,838,396.565   390,897.952   MT  0.99974671   -0 40 39.9
 ED2022
 ED2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2022!SPC SC       -   0.99996394  x   0.99994965  =   0.99991359
 ED2022!UTM  17      -   0.99996394  x   0.99974671  =   0.99971066
 ED2022
 ED2022:                Primary Azimuth Mark                     Grid Az
 ED2022:SPC SC       -  30 001                                   127 47 55.8
 ED2022:UTM  17      -  30 001                                   127 48 58.7
 ED2022
 ED2022|---------------------------------------------------------------------|
 ED2022| PID    Reference Object                     Distance      Geod. Az  |
 ED2022|                                                           dddmmss.s |
 ED2022| ED2021 30 001                              427.427 METERS 1270818.8 |
 ED2022|---------------------------------------------------------------------|
 ED2022
 ED2022                          SUPERSEDED SURVEY CONTROL
 ED2022
 ED2022  NAD 83(1986)-  34 40 54.31008(N)    082 11 27.57756(W) AD(       ) 2
 ED2022  NAD 27      -  34 40 53.86950(N)    082 11 28.16768(W) AD(       ) 2
 ED2022  NGVD 29 (12/12/91)  260.739  (m)          855.44   (f) ADJUSTED    1 2
 ED2022
 ED2022.Superseded values are not recommended for survey control.
 ED2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2022.See file dsdata.txt to determine how the superseded data were derived.
 ED2022
 ED2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9089838397(NAD 83)
 ED2022_MARKER: DD = SURVEY DISK
 ED2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2022_SP_SET: CONCRETE POST
 ED2022_STAMPING: AZ MK 30 001 1979
 ED2022_MARK LOGO: SCGS  
 ED2022_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2022+STABILITY: SURFACE MOTION
 ED2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2022+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 ED2022
 ED2022  HISTORY     - Date     Condition        Report By
 ED2022  HISTORY     - 1979     MONUMENTED       SCGS
 ED2022  HISTORY     - 1979     GOOD             SCGS
 ED2022  HISTORY     - 19911014 GOOD             SCGS
 ED2022  HISTORY     - 20000718 GOOD             SCGS
 ED2022  HISTORY     - 20010330 GOOD             USPSQD
 ED2022
 ED2022                          STATION DESCRIPTION
 ED2022
 ED2022'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2022'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF FOUNTAIN INN IN
 ED2022'LAURENS COUNTY ABOUT 3/4 KM EAST OF THE GREENVILLE COUNTY LINE.
 ED2022'
 ED2022'TO REACH THE STATION FROM THE POST OFFICE IN FOUNTAIN INN.  GO
 ED2022'SOUTHEAST ON HIGHWAY 14 (MAIN STREET) FOR 0.8 KM (0.5 MI) TO THE
 ED2022'GREENVILLE-LAURENS COUNTY LINE.  CONTINUE STRAIGHT AHEAD FOR
 ED2022'0.7 KM (0.45 MI) TO LAURENS ROAD ON THE RIGHT, AND STATION 30 001
 ED2022'SCGS ABOUT 0.1 KM (0.05 MI) ACROSS RAILROAD TRACKS ON THE LEFT.
 ED2022'TURN RIGHT AFTER CROSSING RAILROAD TRACKS, ON NASH STREET FOR
 ED2022'0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT AT THE CORNER OF
 ED2022'NASH STREET AND HACKNEY AVENUE.
 ED2022'
 ED2022'THE STATION IS A STANDARD SCGS DISK
 ED2022'STAMPED---30 001 AZ MK 1979---,
 ED2022'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2022'FLUSH WITH GROUND.  IT IS LOCATED
 ED2022'10.4 METERS SOUTHEAST FROM THE CENTER LINE OF HACKNEY AVENUE,
 ED2022'7.9 METERS NORTHWEST FROM THE CENTER LINE OF NASH STREET AND
 ED2022'1.68 METERS EAST FROM A YELLOW WATER HYDRANT.
 ED2022'
 ED2022'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2022'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2022
 ED2022                          STATION RECOVERY (1979)
 ED2022
 ED2022'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2022'RECOVERED IN GOOD CONDITION.
 ED2022
 ED2022                          STATION RECOVERY (1991)
 ED2022
 ED2022'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2022'STATION IS LOCATED 0.9 MILE SOUTHEAST OF FOUNTAIN INN.
 ED2022'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2022'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED2022'THE JUNCTION OF STATE HIGHWAYS 418 (JONES STREET) AND 14 (MAIN
 ED2022'STREET) AT THE SOUTH EDGE OF FOUNTAIN INN, GO SOUTHEAST ON HIGHWAY 14
 ED2022'FOR 0.75 MILE TO THE JUNCTION OF STATE ROAD 414 (OLD LAURENS ROAD),
 ED2022'TURN RIGHT ON ROAD 414 FOR 0.15 MILE TO THE JUNCTION OF STATE ROAD
 ED2022'394 (NASH STREET), TURN RIGHT ON ROAD 394 FOR 0.25 MILE TO THE
 ED2022'JUNCTION OF GEN III AVENUE AND THE STATION IN THE EAST ANGLE.
 ED2022'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 ED2022'NASH STREET, 25.0 FEET NORTHEAST OF THE CENTER OF NASH STREET, 33.4
 ED2022'FEET SOUTHEAST OF THE CENTER OF GEN III AVENUE, 5.6 FEET EAST OF A
 ED2022'FIRE HYDRANT, 8.2 FEET SOUTHEAST OF A WITNESS POST.  RECOVERED BY T.
 ED2022'HALL.
 ED2022
 ED2022                          STATION RECOVERY (2000)
 ED2022
 ED2022'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2022'STATION IS LOCATED 0.9 MILES (1.4 KM) SOUTH SOUTHEAST OF FOUNTAIN INN,
 ED2022'15.9 MILES (25.6 KM) NORTHWEST OF LAURENS.  OWNERSHIP--SCDOT, DIRECTOR
 ED2022'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2022'803-737-1350.  TO REACH THE STATION FROM THE SOUTHERN-MOST JUNCTION OF
 ED2022'STATE HIGHWAYS 418 (JONES STREET) AND 14 (MAIN STREET) IN FOUNTAIN
 ED2022'INN, GO SOUTHEAST ON HIGHWAY 14 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION
 ED2022'OF GEN III AVENUE, TURN RIGHT ON GEN III AVENUE FOR 0.1 MILE (0.2 KM)
 ED2022'TO THE STATION ON THE LEFT NEAR A FIRE HYDRANT IN THE SOUTHEAST ANGLE
 ED2022'OF THE JUNCTION OF NASH STREET.  STATION IS A CONCRETE POST FLUSH WITH
 ED2022'THE GROUND AND 1.5 FEET (0.5 M) ABOVE GEN III AVENUE, 34.4 FEET (10.5
 ED2022'M) SOUTHEAST OF THE CENTER OF GEN III AVENUE, 25.6 FEET (7.8 M)
 ED2022'NORTHEAST OF THE CENTER OF NASH STREET, 5.5 FEET (1.7 M) EAST OF FIRE
 ED2022'HYDRANT NUMBER 22, 8.0 FEET (2.4 M) SOUTH SOUTHEAST OF A WITNESS POST.
 ED2022'RECOVERED BY R.P.  MCKEOWN.
 ED2022
 ED2022                          STATION RECOVERY (2001)
 ED2022
 ED2022'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 ED2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1870 ***********************************************************************
 AB1870  DESIGNATION -  30 002
 AB1870  PID         -  AB1870
 AB1870  STATE/COUNTY-  SC/LAURENS
 AB1870  USGS QUAD   -  WATERLOO (1971)
 AB1870
 AB1870                         *CURRENT SURVEY CONTROL
 AB1870  ___________________________________________________________________
 AB1870* NAD 83(1986)-  34 17 16.     (N)    082 02 38.     (W)     SCALED    
 AB1870* NAVD 88     -       173.361  (meters)     568.77   (feet)  ADJUSTED  
 AB1870  ___________________________________________________________________
 AB1870  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AB1870  DYNAMIC HT  -         173.187 (meters)     568.20  (feet)  COMP
 AB1870  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 AB1870
 AB1870  VERT ORDER  -  FIRST     CLASS II
 AB1870
 AB1870.The horizontal coordinates were scaled from a topographic map and have
 AB1870.an estimated accuracy of +/- 6 seconds.
 AB1870
 AB1870.The orthometric height was determined by differential leveling
 AB1870.and adjusted by the National Geodetic Survey in September 1998..
 AB1870
 AB1870.The geoid height was determined by GEOID03.
 AB1870
 AB1870.The dynamic height is computed by dividing the NAVD 88
 AB1870.geopotential number by the normal gravity value computed on the
 AB1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1870.degrees latitude (g = 980.6199 gals.).
 AB1870
 AB1870.The modeled gravity was interpolated from observed gravity values.
 AB1870
 AB1870;                    North         East    Units  Estimated Accuracy
 AB1870;SPC SC       -   272,680.      513,500.      MT  (+/- 180 meters Scaled)
 AB1870
 AB1870                          SUPERSEDED SURVEY CONTROL
 AB1870
 AB1870.No superseded survey control is available for this station.
 AB1870
 AB1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT039945(NAD 83)
 AB1870_MARKER: DD = SURVEY DISK
 AB1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1870_STAMPING: 30 002 1994
 AB1870_MARK LOGO: SCGS  
 AB1870_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1870+STABILITY: SURFACE MOTION
 AB1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1870+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1870
 AB1870  HISTORY     - Date     Condition        Report By
 AB1870  HISTORY     - 1994     MONUMENTED       SCGS
 AB1870
 AB1870                          STATION DESCRIPTION
 AB1870
 AB1870'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1870'STATION IS LOCATED 9.5 MILES (15.3 KM) NORTHEAST OF GREENWOOD.
 AB1870'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1870'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1870'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 72, 3.0 MILES (4.8 KM)
 AB1870'NORTHEAST OF CORONACA, GO EAST ON HIGHWAY 72 FOR 0.15 MILE (0.24 KM)
 AB1870'TO THE JUNCTION OF STATE ROAD 147 (WHITTEN ROAD) RIGHT AND A PAVED
 AB1870'ROAD (GOOD HOPE CHURCH ROAD) LEFT AND THE STATION JUST AHEAD NEAR A
 AB1870'BRICK SIGN FOR THE GOOD HOPE BAPTIST CHURCH IN THE NORTH ANGLE OF THE
 AB1870'ROADS.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FEET
 AB1870'(1.1 M) ABOVE THE HIGHWAYS, 29.2 FEET (8.9 M) NORTH NORTHWEST OF THE
 AB1870'CENTER OF THE SOUTHEAST BOUND LANES OF HIGHWAY 72, 6.1 FEET (1.9 M)
 AB1870'WEST SOUTHWEST OF THE WEST NORTHWEST CORNER OF THE EAST PILLAR OF
 AB1870'BRICK CHURCH SIGN, 90.8 FEET (27.7 M) SOUTH SOUTHEAST OF THE SOUTH
 AB1870'SOUTHWEST CORNER OF THE BRICK CHURCH, 113.2 FEET (34.5 M) EAST
 AB1870'NORTHEAST OF THE CENTER OF THE PAVED ROAD, 19.4 FEET (5.9 M) SOUTHWEST
 AB1870'OF A POWER POLE WITH GUY WIRE AND TRANSFORMER. DESCRIBED BY R.W.
 AB1870'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1871 ***********************************************************************
 AB1871  DESIGNATION -  30 003
 AB1871  PID         -  AB1871
 AB1871  STATE/COUNTY-  SC/LAURENS
 AB1871  USGS QUAD   -  WATERLOO (1971)
 AB1871
 AB1871                         *CURRENT SURVEY CONTROL
 AB1871  ___________________________________________________________________
 AB1871* NAD 83(1986)-  34 17 46.     (N)    082 02 45.     (W)     SCALED    
 AB1871* NAVD 88     -       169.869  (meters)     557.31   (feet)  ADJUSTED  
 AB1871  ___________________________________________________________________
 AB1871  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AB1871  DYNAMIC HT  -         169.698 (meters)     556.75  (feet)  COMP
 AB1871  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 AB1871
 AB1871  VERT ORDER  -  FIRST     CLASS II
 AB1871
 AB1871.The horizontal coordinates were scaled from a topographic map and have
 AB1871.an estimated accuracy of +/- 6 seconds.
 AB1871
 AB1871.The orthometric height was determined by differential leveling
 AB1871.and adjusted by the National Geodetic Survey in September 1998..
 AB1871
 AB1871.The geoid height was determined by GEOID03.
 AB1871
 AB1871.The dynamic height is computed by dividing the NAVD 88
 AB1871.geopotential number by the normal gravity value computed on the
 AB1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1871.degrees latitude (g = 980.6199 gals.).
 AB1871
 AB1871.The modeled gravity was interpolated from observed gravity values.
 AB1871
 AB1871;                    North         East    Units  Estimated Accuracy
 AB1871;SPC SC       -   273,600.      513,330.      MT  (+/- 180 meters Scaled)
 AB1871
 AB1871                          SUPERSEDED SURVEY CONTROL
 AB1871
 AB1871.No superseded survey control is available for this station.
 AB1871
 AB1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT037954(NAD 83)
 AB1871_MARKER: DD = SURVEY DISK
 AB1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1871_STAMPING: 30 003 1994
 AB1871_MARK LOGO: SCGS  
 AB1871_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1871+STABILITY: SURFACE MOTION
 AB1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1871+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1871
 AB1871  HISTORY     - Date     Condition        Report By
 AB1871  HISTORY     - 1994     MONUMENTED       SCGS
 AB1871
 AB1871                          STATION DESCRIPTION
 AB1871
 AB1871'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1871'STATION IS LOCATED 9.9 MILES (15.9 KM) NORTHEAST OF GREENWOOD.
 AB1871'OWNERSHIP--PIERSON, BOX 750, WATERLOO, SC 29384.  TO REACH THE STATION
 AB1871'FROM THE JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 72, 3.0 MILES
 AB1871'(4.8 KM) NORTHEAST OF CORONACA, GO NORTH NORTHEAST ON HIGHWAY 221 FOR
 AB1871'0.65 MILE (1.05 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN
 AB1871'THE SIDE YARD OF A BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH
 AB1871'THE GROUND AND LEVEL WITH THE HIGHWAY, 49.8 FEET (15.2 M) WEST
 AB1871'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK HOUSE, 8.1 FEET (2.5 M)
 AB1871'NORTHWEST OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 AB1871'105.0 FEET (32.0 M) EAST OF THE CENTER OF THE HIGHWAY, 11.9 FEET (3.6
 AB1871'M) SOUTH OF THE CENTER OF THE PAVED DRIVE.  DESCRIBED BY R.W.
 AB1871'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1872 ***********************************************************************
 AB1872  DESIGNATION -  30 004
 AB1872  PID         -  AB1872
 AB1872  STATE/COUNTY-  SC/LAURENS
 AB1872  USGS QUAD   -  WATERLOO (1971)
 AB1872
 AB1872                         *CURRENT SURVEY CONTROL
 AB1872  ___________________________________________________________________
 AB1872* NAD 83(1986)-  34 19 27.     (N)    082 03 18.     (W)     SCALED    
 AB1872* NAVD 88     -       181.395  (meters)     595.13   (feet)  ADJUSTED  
 AB1872  ___________________________________________________________________
 AB1872  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AB1872  DYNAMIC HT  -         181.213 (meters)     594.53  (feet)  COMP
 AB1872  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 AB1872
 AB1872  VERT ORDER  -  FIRST     CLASS II
 AB1872
 AB1872.The horizontal coordinates were scaled from a topographic map and have
 AB1872.an estimated accuracy of +/- 6 seconds.
 AB1872
 AB1872.The orthometric height was determined by differential leveling
 AB1872.and adjusted by the National Geodetic Survey in September 1998..
 AB1872
 AB1872.The geoid height was determined by GEOID03.
 AB1872
 AB1872.The dynamic height is computed by dividing the NAVD 88
 AB1872.geopotential number by the normal gravity value computed on the
 AB1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1872.degrees latitude (g = 980.6199 gals.).
 AB1872
 AB1872.The modeled gravity was interpolated from observed gravity values.
 AB1872
 AB1872;                    North         East    Units  Estimated Accuracy
 AB1872;SPC SC       -   276,720.      512,520.      MT  (+/- 180 meters Scaled)
 AB1872
 AB1872                          SUPERSEDED SURVEY CONTROL
 AB1872
 AB1872.No superseded survey control is available for this station.
 AB1872
 AB1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT029986(NAD 83)
 AB1872_MARKER: DD = SURVEY DISK
 AB1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1872_STAMPING: 30 004 1994
 AB1872_MARK LOGO: SCGS  
 AB1872_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1872+STABILITY: SURFACE MOTION
 AB1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1872+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1872
 AB1872  HISTORY     - Date     Condition        Report By
 AB1872  HISTORY     - 1994     MONUMENTED       SCGS
 AB1872
 AB1872                          STATION DESCRIPTION
 AB1872
 AB1872'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1872'STATION IS LOCATED 11.1 MILES (17.9 KM) NORTHEAST OF GREENWOOD.
 AB1872'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1872'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1872'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 72, 3.0 MILES (4.8 KM)
 AB1872'NORTHEAST OF CORONACA, GO NORTH NORTHEAST ON HIGHWAY 221 FOR 2.7 MILES
 AB1872'(4.3 KM) TO THE STATION NEAR A METAL HISTORICAL MARKER (ROSEMONT) IN
 AB1872'THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 149 (DILLARD ROAD) .
 AB1872'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M)
 AB1872'ABOVE THE HIGHWAY, 44.4 FEET (13.5 M) WEST OF THE CENTER OF THE
 AB1872'HIGHWAY, 43.6 FEET (13.3 M) NORTHWEST OF THE EXTENDED CENTER OF ROAD
 AB1872'149, 24.3 FEET (7.4 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF A
 AB1872'TELEPHONE JUNCTION BOX 6B2/12/B2/6, 7.9 FEET (2.4 M) SOUTH SOUTHWEST
 AB1872'OF THE METAL SIGN BASE FOR THE SIGN, 24.6 FEET (7.5 M) WEST OF THE
 AB1872'NORTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 149, 17.4
 AB1872'NORTH NORTHEAST OF A WITNESS POST. DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1873 ***********************************************************************
 AB1873  DESIGNATION -  30 005
 AB1873  PID         -  AB1873
 AB1873  STATE/COUNTY-  SC/LAURENS
 AB1873  USGS QUAD   -  WATERLOO (1971)
 AB1873
 AB1873                         *CURRENT SURVEY CONTROL
 AB1873  ___________________________________________________________________
 AB1873* NAD 83(1986)-  34 20 14.     (N)    082 03 24.     (W)     SCALED    
 AB1873* NAVD 88     -       175.948  (meters)     577.26   (feet)  ADJUSTED  
 AB1873  ___________________________________________________________________
 AB1873  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AB1873  DYNAMIC HT  -         175.772 (meters)     576.68  (feet)  COMP
 AB1873  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 AB1873
 AB1873  VERT ORDER  -  FIRST     CLASS II
 AB1873
 AB1873.The horizontal coordinates were scaled from a topographic map and have
 AB1873.an estimated accuracy of +/- 6 seconds.
 AB1873
 AB1873.The orthometric height was determined by differential leveling
 AB1873.and adjusted by the National Geodetic Survey in September 1998..
 AB1873
 AB1873.The geoid height was determined by GEOID03.
 AB1873
 AB1873.The dynamic height is computed by dividing the NAVD 88
 AB1873.geopotential number by the normal gravity value computed on the
 AB1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1873.degrees latitude (g = 980.6199 gals.).
 AB1873
 AB1873.The modeled gravity was interpolated from observed gravity values.
 AB1873
 AB1873;                    North         East    Units  Estimated Accuracy
 AB1873;SPC SC       -   278,170.      512,380.      MT  (+/- 180 meters Scaled)
 AB1873
 AB1873                          SUPERSEDED SURVEY CONTROL
 AB1873
 AB1873.No superseded survey control is available for this station.
 AB1873
 AB1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU028000(NAD 83)
 AB1873_MARKER: DD = SURVEY DISK
 AB1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1873_STAMPING: 30 005 1994
 AB1873_MARK LOGO: SCGS  
 AB1873_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1873+STABILITY: SURFACE MOTION
 AB1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1873+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1873
 AB1873  HISTORY     - Date     Condition        Report By
 AB1873  HISTORY     - 1994     MONUMENTED       SCGS
 AB1873
 AB1873                          STATION DESCRIPTION
 AB1873
 AB1873'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1873'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTH OF WATERLOO.
 AB1873'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1873'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1873'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 72, 3.0 MILES (4.8 KM)
 AB1873'NORTHEAST OF CORONACA, GO NORTH NORTHEAST ON HIGHWAY 221 FOR 2.7 MILES
 AB1873'(4.3 KM) TO THE JUNCTION OF STATE ROAD 149 (DILLARD ROAD) , CONTINUE
 AB1873'ON HIGHWAY 221 FOR 0.95 MILE (1.53 KM) TO THE STATION NEAR A SIGN
 AB1873'(ROLLINGS GOLF CLUB) IN THE SOUTHEAST ANGLE OF A PAVED FIELD ACCESS
 AB1873'ROAD (ANCIENT DRIVEWAY) , 0.4 MILE (0.6 KM) SOUTH SOUTHEAST OF THE
 AB1873'JUNCTION OF STATE ROAD 848 (LAUREL HILL CHURCH ROAD) .  STATION IS A
 AB1873'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 AB1873'HIGHWAY, 33.1 FEET (10.1 M) EAST NORTHEAST OF THE CENTER OF THE
 AB1873'HIGHWAY, 18.5 FEET (5.6 M) SOUTH SOUTHEAST OF THE CENTER OF THE PAVED
 AB1873'FIELD ACCESS ROAD, 9.9 FEET (3.0 M) NORTH NORTHWEST OF THE NORTHWEST
 AB1873'CORNER OF THE WOOD PLANTED BOX SURROUNDING SIGN POST (ROLLINGS GOLF
 AB1873'CLUB) , 103.7 FEET (31.6 M) SOUTHEAST OF A TELEPHONE JUNCTION BOX
 AB1873'6B2/5/B2/4, 56.3 FEET (17.2 M) WEST SOUTHWEST OF THE SOUTH GATE POST,
 AB1873'30.3 FEET (9.2 M) WEST NORTHWEST OF A POWER POLE WITH GUY WIRE AND A
 AB1873'TRANSFORMER.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1874 ***********************************************************************
 AB1874  DESIGNATION -  30 006
 AB1874  PID         -  AB1874
 AB1874  STATE/COUNTY-  SC/LAURENS
 AB1874  USGS QUAD   -  WATERLOO (1971)
 AB1874
 AB1874                         *CURRENT SURVEY CONTROL
 AB1874  ___________________________________________________________________
 AB1874* NAD 83(1986)-  34 20 42.     (N)    082 03 41.     (W)     SCALED    
 AB1874* NAVD 88     -       192.533  (meters)     631.67   (feet)  ADJUSTED  
 AB1874  ___________________________________________________________________
 AB1874  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AB1874  DYNAMIC HT  -         192.341 (meters)     631.04  (feet)  COMP
 AB1874  MODELED GRAV-     979,631.7   (mgal)                       NAVD 88
 AB1874
 AB1874  VERT ORDER  -  FIRST     CLASS II
 AB1874
 AB1874.The horizontal coordinates were scaled from a topographic map and have
 AB1874.an estimated accuracy of +/- 6 seconds.
 AB1874
 AB1874.The orthometric height was determined by differential leveling
 AB1874.and adjusted by the National Geodetic Survey in September 1998..
 AB1874
 AB1874.The geoid height was determined by GEOID03.
 AB1874
 AB1874.The dynamic height is computed by dividing the NAVD 88
 AB1874.geopotential number by the normal gravity value computed on the
 AB1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1874.degrees latitude (g = 980.6199 gals.).
 AB1874
 AB1874.The modeled gravity was interpolated from observed gravity values.
 AB1874
 AB1874;                    North         East    Units  Estimated Accuracy
 AB1874;SPC SC       -   279,040.      511,960.      MT  (+/- 180 meters Scaled)
 AB1874
 AB1874                          SUPERSEDED SURVEY CONTROL
 AB1874
 AB1874.No superseded survey control is available for this station.
 AB1874
 AB1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU023009(NAD 83)
 AB1874_MARKER: DD = SURVEY DISK
 AB1874_SETTING: 66 = SET IN ROCK OUTCROP
 AB1874_STAMPING: 30 006 1995
 AB1874_MARK LOGO: SCGS  
 AB1874_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1874+STABILITY: POSITION/ELEVATION WELL
 AB1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1874+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1874
 AB1874  HISTORY     - Date     Condition        Report By
 AB1874  HISTORY     - 1994     MONUMENTED       SCGS
 AB1874
 AB1874                          STATION DESCRIPTION
 AB1874
 AB1874'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1874'STATION IS LOCATED IN WATERLOO.  OWNERSHIP--BILL WHITTEN, WATERLOO, SC
 AB1874'29384, PHONE 803-677-2795.  TO REACH THE STATION FROM THE JUNCTION OF
 AB1874'U.S.  HIGHWAY 221 AND STATE HIGHWAY 72, 3.0 MILES (4.8 KM) NORTHEAST
 AB1874'OF CORONACA, GO NORTH NORTHEAST ON HIGHWAY 221 FOR 4.2 MILES (6.8 KM)
 AB1874'TO THE STATION IN A LARGE ROCK OUTCROP BETWEEN MOBILE HOMES IN THE
 AB1874'WEST ANGLE OF THE JUNCTION OF STATE ROADS 29 (RIVERFORK ROAD) LEFT AND
 AB1874'19 (HARRIS SPRING ROAD) RIGHT.  STATION IS A DRILL MARK IN OUTCROP
 AB1874'PROJECTING 2.0 FEET,131.7 FEET WEST SOUTHWEST OF THE WEST RAIL OF A
 AB1874'SET OF RAILROAD TRACKS, 2.5 FEET (0.8 M) WEST SOUTHWEST OF THE
 AB1874'NORTHEAST END OF THE ROCK, 249.8 FEET (76.1 M) NORTHWEST OF THE CENTER
 AB1874'OF ROAD 29, 65.0 FEET (19.8 M) SOUTH SOUTHWEST OF THE EXTENDED CENTER
 AB1874'OF ROAD 19, 203.5 FEET (62.0 M) WEST SOUTHWEST OF THE CENTER OF THE
 AB1874'HIGHWAY.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1875 ***********************************************************************
 AB1875  DESIGNATION -  30 007
 AB1875  PID         -  AB1875
 AB1875  STATE/COUNTY-  SC/LAURENS
 AB1875  USGS QUAD   -  WATERLOO (1971)
 AB1875
 AB1875                         *CURRENT SURVEY CONTROL
 AB1875  ___________________________________________________________________
 AB1875* NAD 83(1986)-  34 21 12.     (N)    082 03 26.     (W)     SCALED    
 AB1875* NAVD 88     -       187.144  (meters)     613.99   (feet)  ADJUSTED  
 AB1875  ___________________________________________________________________
 AB1875  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 AB1875  DYNAMIC HT  -         186.957 (meters)     613.37  (feet)  COMP
 AB1875  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 AB1875
 AB1875  VERT ORDER  -  FIRST     CLASS II
 AB1875
 AB1875.The horizontal coordinates were scaled from a topographic map and have
 AB1875.an estimated accuracy of +/- 6 seconds.
 AB1875
 AB1875.The orthometric height was determined by differential leveling
 AB1875.and adjusted by the National Geodetic Survey in September 1998..
 AB1875
 AB1875.The geoid height was determined by GEOID03.
 AB1875
 AB1875.The dynamic height is computed by dividing the NAVD 88
 AB1875.geopotential number by the normal gravity value computed on the
 AB1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1875.degrees latitude (g = 980.6199 gals.).
 AB1875
 AB1875.The modeled gravity was interpolated from observed gravity values.
 AB1875
 AB1875;                    North         East    Units  Estimated Accuracy
 AB1875;SPC SC       -   279,960.      512,350.      MT  (+/- 180 meters Scaled)
 AB1875
 AB1875                          SUPERSEDED SURVEY CONTROL
 AB1875
 AB1875.No superseded survey control is available for this station.
 AB1875
 AB1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU027018(NAD 83)
 AB1875_MARKER: DD = SURVEY DISK
 AB1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1875_STAMPING: 30 007 1994
 AB1875_MARK LOGO: SCGS  
 AB1875_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1875+STABILITY: SURFACE MOTION
 AB1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1875+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1875
 AB1875  HISTORY     - Date     Condition        Report By
 AB1875  HISTORY     - 1994     MONUMENTED       SCGS
 AB1875
 AB1875                          STATION DESCRIPTION
 AB1875
 AB1875'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1875'STATION IS LOCATED IN WATERLOO.  OWNERSHIP--JIM WILDER, PHONE
 AB1875'803-682-3131.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1875'221 AND STATE HIGHWAY 39, 4.7 MILES (7.6 KM) NORTH NORTHEAST OF
 AB1875'WATERLOO, GO SOUTH ON HIGHWAY 221 FOR 4.6 MILES (7.4 KM) TO THE
 AB1875'JUNCTION OF STATE ROAD 54 (NEELEY FERRY ROAD) IN WATERLOO, CONTINUE ON
 AB1875'HIGHWAY 221 FOR 0.1 MILE (0.2 KM) TO THE STATION NEAR THE WEST CORNER
 AB1875'OF A BRICK BUILDING (PIEDMONT RURAL TELEPHONE COOPERATIVE WATERLOO
 AB1875'EXTENSION) IN THE EAST ANGLE OF A PAVED ROAD (CHURCH STREET) LEFT.
 AB1875'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AB1875'ROADS, 30.0 FEET (9.1 M) NORTH NORTHEAST OF THE CENTER OF CHURCH
 AB1875'STREET, 63.1 FEET (19.2 M) EAST SOUTHEAST OF THE CENTER OF THE
 AB1875'HIGHWAY, 22.1 FEET (6.7 M) SOUTH SOUTHWEST OF THE WEST CORNER OF THE
 AB1875'BUILDING, 3.7 FEET (1.1 M) WEST NORTHWEST OF A FENCE LINE.  DESCRIBED
 AB1875'BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1876 ***********************************************************************
 AB1876  DESIGNATION -  30 008
 AB1876  PID         -  AB1876
 AB1876  STATE/COUNTY-  SC/LAURENS
 AB1876  USGS QUAD   -  WATERLOO (1971)
 AB1876
 AB1876                         *CURRENT SURVEY CONTROL
 AB1876  ___________________________________________________________________
 AB1876* NAD 83(1986)-  34 21 48.     (N)    082 03 16.     (W)     SCALED    
 AB1876* NAVD 88     -       190.224  (meters)     624.09   (feet)  ADJUSTED  
 AB1876  ___________________________________________________________________
 AB1876  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AB1876  DYNAMIC HT  -         190.034 (meters)     623.47  (feet)  COMP
 AB1876  MODELED GRAV-     979,632.2   (mgal)                       NAVD 88
 AB1876
 AB1876  VERT ORDER  -  FIRST     CLASS II
 AB1876
 AB1876.The horizontal coordinates were scaled from a topographic map and have
 AB1876.an estimated accuracy of +/- 6 seconds.
 AB1876
 AB1876.The orthometric height was determined by differential leveling
 AB1876.and adjusted by the National Geodetic Survey in September 1998..
 AB1876
 AB1876.The geoid height was determined by GEOID03.
 AB1876
 AB1876.The dynamic height is computed by dividing the NAVD 88
 AB1876.geopotential number by the normal gravity value computed on the
 AB1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1876.degrees latitude (g = 980.6199 gals.).
 AB1876
 AB1876.The modeled gravity was interpolated from observed gravity values.
 AB1876
 AB1876;                    North         East    Units  Estimated Accuracy
 AB1876;SPC SC       -   281,070.      512,620.      MT  (+/- 180 meters Scaled)
 AB1876
 AB1876                          SUPERSEDED SURVEY CONTROL
 AB1876
 AB1876.No superseded survey control is available for this station.
 AB1876
 AB1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU030029(NAD 83)
 AB1876_MARKER: DD = SURVEY DISK
 AB1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1876_STAMPING: 30 008 1994
 AB1876_MARK LOGO: SCGS  
 AB1876_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1876+STABILITY: SURFACE MOTION
 AB1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1876+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1876
 AB1876  HISTORY     - Date     Condition        Report By
 AB1876  HISTORY     - 1994     MONUMENTED       SCGS
 AB1876
 AB1876                          STATION DESCRIPTION
 AB1876
 AB1876'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1876'STATION IS LOCATED 0.8 MILE (1.3 KM) NORTH OF WATERLOO.
 AB1876'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1876'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1876'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 39, 4.7 MILES (7.6 KM)
 AB1876'NORTH NORTHEAST OF WATERLOO, GO SOUTH ON HIGHWAY 221 FOR 3.15 MILES
 AB1876'(5.07 KM) TO A PAVED ROAD RIGHT (MILAM HIEGHTS ROAD) , CONTINUE ON
 AB1876'HIGHWAY 221 FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1876'POWER POLE ACROSS A SET OF RAILROAD TRACKS IN THE FRONT YARD OF A
 AB1876'VINYL-SIDED HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1876'AND 1.5 FEET (0.5 M) BELOW THE RAILROAD TRACKS, 3.5 FEET (1.1 M) NORTH
 AB1876'NORTHEAST OF THE POWER POLE WITH A SECURITY LIGHT AND TRANSFORMER,
 AB1876'108.9 FEET (33.2 M) EAST OF THE SOUTH SOUTHEAST CORNER OF THE HOUSE,
 AB1876'39.0 FEET (11.9 M) WEST NORTHWEST OF THE WEST NORTHWEST RAIL OF THE
 AB1876'WEST SET OF RAILROAD TRACKS, 113.1 FEET (34.5 M) WEST NORTHWEST OF THE
 AB1876'CENTER OF THE HIGHWAY, 3.5 FEET (1.1 M) NORTH NORTHEAST OF A WITNESS
 AB1876'POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1877 ***********************************************************************
 AB1877  DESIGNATION -  30 009
 AB1877  PID         -  AB1877
 AB1877  STATE/COUNTY-  SC/LAURENS
 AB1877  USGS QUAD   -  WATERLOO (1971)
 AB1877
 AB1877                         *CURRENT SURVEY CONTROL
 AB1877  ___________________________________________________________________
 AB1877* NAD 83(1986)-  34 22 24.     (N)    082 04 01.     (W)     SCALED    
 AB1877* NAVD 88     -       179.760  (meters)     589.76   (feet)  ADJUSTED  
 AB1877  ___________________________________________________________________
 AB1877  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AB1877  DYNAMIC HT  -         179.581 (meters)     589.18  (feet)  COMP
 AB1877  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 AB1877
 AB1877  VERT ORDER  -  FIRST     CLASS II
 AB1877
 AB1877.The horizontal coordinates were scaled from a topographic map and have
 AB1877.an estimated accuracy of +/- 6 seconds.
 AB1877
 AB1877.The orthometric height was determined by differential leveling
 AB1877.and adjusted by the National Geodetic Survey in September 1998..
 AB1877
 AB1877.The geoid height was determined by GEOID03.
 AB1877
 AB1877.The dynamic height is computed by dividing the NAVD 88
 AB1877.geopotential number by the normal gravity value computed on the
 AB1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1877.degrees latitude (g = 980.6199 gals.).
 AB1877
 AB1877.The modeled gravity was interpolated from observed gravity values.
 AB1877
 AB1877;                    North         East    Units  Estimated Accuracy
 AB1877;SPC SC       -   282,190.      511,480.      MT  (+/- 180 meters Scaled)
 AB1877
 AB1877                          SUPERSEDED SURVEY CONTROL
 AB1877
 AB1877.No superseded survey control is available for this station.
 AB1877
 AB1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU019040(NAD 83)
 AB1877_MARKER: DD = SURVEY DISK
 AB1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1877_STAMPING: 30 009 1994
 AB1877_MARK LOGO: SCGS  
 AB1877_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1877+STABILITY: SURFACE MOTION
 AB1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1877+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1877
 AB1877  HISTORY     - Date     Condition        Report By
 AB1877  HISTORY     - 1994     MONUMENTED       SCGS
 AB1877
 AB1877                          STATION DESCRIPTION
 AB1877
 AB1877'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1877'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTHWEST OF WATERLOO.
 AB1877'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1877'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1877'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 39, 4.7 MILES (7.6 KM)
 AB1877'NORTH NORTHEAST OF WATERLOO, GO SOUTH ON HIGHWAY 221 FOR 3.15 MILES
 AB1877'(5.07 KM) TO A PAVED ROAD RIGHT (MILAM HIEGHTS ROAD) , TURN RIGHT ON
 AB1877'MILAM HIEGHTS ROAD FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE LEFT
 AB1877'NEAR A LARGE POWER POLE IN A OVERHEAD POWER LINE CROSSING.  STATION IS
 AB1877'A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 AB1877'ROAD, 32.6 FEET (9.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 9.0
 AB1877'FEET (2.7 M) SOUTH SOUTHWEST OF THE NORTHERN MOST LARGE ONE OF TWO
 AB1877'POWER POLES WITH A SCGS REFERENCE WASHER ATTACHED, 9.7 FEET (3.0 M)
 AB1877'NORTH NORTHEAST OF THE SOUTHERN MOST ONE OF TWO POWER POLES NUMBER
 AB1877'265, 4.2 FEET (1.3 M) WEST NORTHWEST OF A WITNESS POST.  DESCRIBED BY
 AB1877'R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1878 ***********************************************************************
 AB1878  DESIGNATION -  30 010
 AB1878  PID         -  AB1878
 AB1878  STATE/COUNTY-  SC/LAURENS
 AB1878  USGS QUAD   -  WATERLOO (1971)
 AB1878
 AB1878                         *CURRENT SURVEY CONTROL
 AB1878  ___________________________________________________________________
 AB1878* NAD 83(1986)-  34 22 24.     (N)    082 04 37.     (W)     SCALED    
 AB1878* NAVD 88     -       151.764  (meters)     497.91   (feet)  ADJUSTED  
 AB1878  ___________________________________________________________________
 AB1878  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AB1878  DYNAMIC HT  -         151.612 (meters)     497.41  (feet)  COMP
 AB1878  MODELED GRAV-     979,632.2   (mgal)                       NAVD 88
 AB1878
 AB1878  VERT ORDER  -  FIRST     CLASS II
 AB1878
 AB1878.The horizontal coordinates were scaled from a topographic map and have
 AB1878.an estimated accuracy of +/- 6 seconds.
 AB1878
 AB1878.The orthometric height was determined by differential leveling
 AB1878.and adjusted by the National Geodetic Survey in September 1998..
 AB1878
 AB1878.The geoid height was determined by GEOID03.
 AB1878
 AB1878.The dynamic height is computed by dividing the NAVD 88
 AB1878.geopotential number by the normal gravity value computed on the
 AB1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1878.degrees latitude (g = 980.6199 gals.).
 AB1878
 AB1878.The modeled gravity was interpolated from observed gravity values.
 AB1878
 AB1878;                    North         East    Units  Estimated Accuracy
 AB1878;SPC SC       -   282,200.      510,560.      MT  (+/- 180 meters Scaled)
 AB1878
 AB1878                          SUPERSEDED SURVEY CONTROL
 AB1878
 AB1878.No superseded survey control is available for this station.
 AB1878
 AB1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU009040(NAD 83)
 AB1878_MARKER: DD = SURVEY DISK
 AB1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1878_STAMPING: 30 010 1994
 AB1878_MARK LOGO: SCGS  
 AB1878_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1878+STABILITY: SURFACE MOTION
 AB1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1878+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1878
 AB1878  HISTORY     - Date     Condition        Report By
 AB1878  HISTORY     - 1994     MONUMENTED       SCGS
 AB1878
 AB1878                          STATION DESCRIPTION
 AB1878
 AB1878'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1878'STATION IS LOCATED 1.7 MILES (2.7 KM) NORTHWEST OF WATERLOO.
 AB1878'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1878'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1878'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 39, 4.7 MILES (7.6 KM)
 AB1878'NORTH NORTHEAST OF WATERLOO, GO SOUTH ON HIGHWAY 221 FOR 3.15 MILES
 AB1878'(5.07 KM) TO A PAVED ROAD RIGHT (MILAM HIEGHTS ROAD) , TURN RIGHT ON
 AB1878'MILAM HIEGHTS ROAD FOR 1.5 MILES (2.4 KM) TO A WOOD BRIDGE OVER LONG
 AB1878'LICK BRANCH, CONTINUE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AB1878'LEFT NEAR A POWER POLE AT AN OVERHEAD POWER LINE CROSSING, 0.55 MILE
 AB1878'(0.89 KM) EAST OF THE JUNCTION OF STATE ROAD 54. STATION IS A CONCRETE
 AB1878'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 4.4
 AB1878'FEET (1.3 M) NORTHEAST OF THE SOUTHEAST MOST ONE OF TWO LARGE POWER
 AB1878'POLES NUMBER 272, 17.3 FEET (5.3 M) SOUTH SOUTHEAST OF THE NORTHWEST
 AB1878'ONE OF TWO LARGE POWER POLES, 48.6 FEET (14.8 M) SOUTHWEST OF THE
 AB1878'CENTER OF THE ROAD, 3.6 FEET (1.1 M) NORTHEAST OF A WITNESS POST.
 AB1878'DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1879 ***********************************************************************
 AB1879  DESIGNATION -  30 011
 AB1879  PID         -  AB1879
 AB1879  STATE/COUNTY-  SC/LAURENS
 AB1879  USGS QUAD   -  LAURENS SOUTH (1971)
 AB1879
 AB1879                         *CURRENT SURVEY CONTROL
 AB1879  ___________________________________________________________________
 AB1879* NAD 83(1986)-  34 22 48.     (N)    082 05 11.     (W)     SCALED    
 AB1879* NAVD 88     -       182.808  (meters)     599.76   (feet)  ADJUSTED  
 AB1879  ___________________________________________________________________
 AB1879  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AB1879  DYNAMIC HT  -         182.625 (meters)     599.16  (feet)  COMP
 AB1879  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 AB1879
 AB1879  VERT ORDER  -  FIRST     CLASS II
 AB1879
 AB1879.The horizontal coordinates were scaled from a topographic map and have
 AB1879.an estimated accuracy of +/- 6 seconds.
 AB1879
 AB1879.The orthometric height was determined by differential leveling
 AB1879.and adjusted by the National Geodetic Survey in September 1998..
 AB1879
 AB1879.The geoid height was determined by GEOID03.
 AB1879
 AB1879.The dynamic height is computed by dividing the NAVD 88
 AB1879.geopotential number by the normal gravity value computed on the
 AB1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1879.degrees latitude (g = 980.6199 gals.).
 AB1879
 AB1879.The modeled gravity was interpolated from observed gravity values.
 AB1879
 AB1879;                    North         East    Units  Estimated Accuracy
 AB1879;SPC SC       -   282,950.      509,700.      MT  (+/- 180 meters Scaled)
 AB1879
 AB1879                          SUPERSEDED SURVEY CONTROL
 AB1879
 AB1879.No superseded survey control is available for this station.
 AB1879
 AB1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU001048(NAD 83)
 AB1879_MARKER: DD = SURVEY DISK
 AB1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1879_STAMPING: 30 011 1994
 AB1879_MARK LOGO: SCGS  
 AB1879_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1879+STABILITY: SURFACE MOTION
 AB1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1879+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1879
 AB1879  HISTORY     - Date     Condition        Report By
 AB1879  HISTORY     - 1994     MONUMENTED       SCGS
 AB1879  HISTORY     - 20010330 GOOD             USPSQD
 AB1879
 AB1879                          STATION DESCRIPTION
 AB1879
 AB1879'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1879'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTHWEST OF WATERLOO.
 AB1879'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1879'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1879'JUNCTION OF U.S.  HIGHWAY 221 AND STATE HIGHWAY 39, 4.7 MILES (7.6 KM)
 AB1879'NORTH NORTHEAST OF WATERLOO, GO NORTH ON HIGHWAY 221 FOR 0.2 MILE (0.3
 AB1879'KM) TO THE JUNCTION OF STATE ROAD 6 (INDIAN MOUND ROAD) , TURN LEFT ON
 AB1879'ROAD 6 FOR 2.4 MILES (3.9 KM) TO THE JUNCTION OF STATE ROAD 83 (PINE
 AB1879'RIDGE ROAD) , TURN LEFT ON ROAD 83 FOR 2.35 MILES (3.78 KM) TO THE
 AB1879'STATION NEAR A POWER POLE IN THE NORTH ANGLE OF THE T-JUNCTION OF
 AB1879'STATE ROAD 54 (NEELEY FERRY ROAD) .  STATION IS A CONCRETE POST FLUSH
 AB1879'WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD JUNCTION, 29.4
 AB1879'FEET (9.0 M) NORTHEAST OF THE CENTER OF ROAD 54, 10.7 FEET (3.3 M)
 AB1879'EAST SOUTHEAST OF THE POWER POLE WITH TWO GUY WIRES AND A SCGS
 AB1879'REFERENCE WASHER ATTACHED, 52.6 FEET (16.0 M) NORTHWEST OF THE
 AB1879'NORTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 83,
 AB1879'69.2 FEET (21.1 M) WEST OF A TELEPHONE JUNCTION BOX 6A2/36/AA2/18,
 AB1879'85.5 FEET (26.1 M) WEST NORTHWEST OF THE CENTER OF ROAD 83, 10.1 FEET
 AB1879'(3.1 M) NORTH NORTHWEST OF A WITNESS POST. DESCRIBED BY R.W.  ROBERTS.
 AB1879
 AB1879                          STATION RECOVERY (2001)
 AB1879
 AB1879'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1880 ***********************************************************************
 AB1880  DESIGNATION -  30 012
 AB1880  PID         -  AB1880
 AB1880  STATE/COUNTY-  SC/LAURENS
 AB1880  USGS QUAD   -  LAURENS SOUTH (1971)
 AB1880
 AB1880                         *CURRENT SURVEY CONTROL
 AB1880  ___________________________________________________________________
 AB1880* NAD 83(1986)-  34 22 53.     (N)    082 06 05.     (W)     SCALED    
 AB1880* NAVD 88     -       144.698  (meters)     474.73   (feet)  ADJUSTED  
 AB1880  ___________________________________________________________________
 AB1880  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AB1880  DYNAMIC HT  -         144.554 (meters)     474.26  (feet)  COMP
 AB1880  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 AB1880
 AB1880  VERT ORDER  -  FIRST     CLASS II
 AB1880
 AB1880.The horizontal coordinates were scaled from a topographic map and have
 AB1880.an estimated accuracy of +/- 6 seconds.
 AB1880
 AB1880.The orthometric height was determined by differential leveling
 AB1880.and adjusted by the National Geodetic Survey in September 1998..
 AB1880
 AB1880.The geoid height was determined by GEOID03.
 AB1880
 AB1880.The dynamic height is computed by dividing the NAVD 88
 AB1880.geopotential number by the normal gravity value computed on the
 AB1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1880.degrees latitude (g = 980.6199 gals.).
 AB1880
 AB1880.The modeled gravity was interpolated from observed gravity values.
 AB1880
 AB1880;                    North         East    Units  Estimated Accuracy
 AB1880;SPC SC       -   283,110.      508,320.      MT  (+/- 180 meters Scaled)
 AB1880
 AB1880                          SUPERSEDED SURVEY CONTROL
 AB1880
 AB1880.No superseded survey control is available for this station.
 AB1880
 AB1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU987049(NAD 83)
 AB1880_MARKER: DD = SURVEY DISK
 AB1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1880_STAMPING: 30 012 1994
 AB1880_MARK LOGO: SCGS  
 AB1880_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1880+STABILITY: SURFACE MOTION
 AB1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1880+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1880
 AB1880  HISTORY     - Date     Condition        Report By
 AB1880  HISTORY     - 1994     MONUMENTED       SCGS
 AB1880  HISTORY     - 20010330 GOOD             USPSQD
 AB1880
 AB1880                          STATION DESCRIPTION
 AB1880
 AB1880'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1880'STATION IS LOCATED 3.1 MILES (5.0 KM) NORTHWEST OF WATERLOO, 8.4 MILES
 AB1880'(13.5 KM) EAST SOUTHEAST OF WARE SHOALS.  OWNERSHIP--SCDOT, DIRECTOR
 AB1880'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1880'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1880'221 AND STATE HIGHWAY 39, 4.7 MILES (7.6 KM) NORTH NORTHEAST OF
 AB1880'WATERLOO, GO NORTH ON HIGHWAY 221 FOR 0.2 MILE (0.3 KM) TO THE
 AB1880'JUNCTION OF STATE ROAD 6 (INDIAN MOUND ROAD) , TURN LEFT ON ROAD 6 FOR
 AB1880'2.4 MILES (3.9 KM) TO THE JUNCTION OF STATE ROAD 83 (PINE RIDGE ROAD)
 AB1880', TURN LEFT ON ROAD 83 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF
 AB1880'STATE ROAD 425, TURN RIGHT ON ROAD 425 FOR 2.45 MILES (3.94 KM) TO THE
 AB1880'T-JUNCTION OF STATE ROAD 54 (NEELEY FERRY ROAD) AND THE STATION JUST
 AB1880'AHEAD NEAR A POWER POLE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1880'GROUND AND LEVEL WITH ROAD 54, 57.8 FEET (17.6 M) SOUTHWEST OF THE
 AB1880'CENTER OF ROAD 54, 4.0 FEET (1.2 M) EAST OF THE POWER POLE WITH TWO
 AB1880'GUY WIRES, 76.2 FEET (23.2 M) SOUTH SOUTHWEST OF THE EXTENDED CENTER
 AB1880'OF ROAD 425, 307.0 FEET (93.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AB1880'A BRIDGE OVER RABON CREEK, 56.0 FEET (17.1 M) SOUTH SOUTHEAST OF THE
 AB1880'SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A FIELD
 AB1880'ACCESS ROAD LEADING SOUTHWEST, 4.0 FEET (1.2 M) EAST OF A WITNESS
 AB1880'POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1880
 AB1880                          STATION RECOVERY (2001)
 AB1880
 AB1880'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1881 ***********************************************************************
 AB1881  DESIGNATION -  30 013
 AB1881  PID         -  AB1881
 AB1881  STATE/COUNTY-  SC/LAURENS
 AB1881  USGS QUAD   -  LAURENS SOUTH (1971)
 AB1881
 AB1881                         *CURRENT SURVEY CONTROL
 AB1881  ___________________________________________________________________
 AB1881* NAD 83(1986)-  34 23 39.     (N)    082 07 04.     (W)     SCALED    
 AB1881* NAVD 88     -       176.489  (meters)     579.03   (feet)  ADJUSTED  
 AB1881  ___________________________________________________________________
 AB1881  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 AB1881  DYNAMIC HT  -         176.312 (meters)     578.45  (feet)  COMP
 AB1881  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 AB1881
 AB1881  VERT ORDER  -  FIRST     CLASS II
 AB1881
 AB1881.The horizontal coordinates were scaled from a topographic map and have
 AB1881.an estimated accuracy of +/- 6 seconds.
 AB1881
 AB1881.The orthometric height was determined by differential leveling
 AB1881.and adjusted by the National Geodetic Survey in September 1998..
 AB1881
 AB1881.The geoid height was determined by GEOID03.
 AB1881
 AB1881.The dynamic height is computed by dividing the NAVD 88
 AB1881.geopotential number by the normal gravity value computed on the
 AB1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1881.degrees latitude (g = 980.6199 gals.).
 AB1881
 AB1881.The modeled gravity was interpolated from observed gravity values.
 AB1881
 AB1881;                    North         East    Units  Estimated Accuracy
 AB1881;SPC SC       -   284,550.      506,830.      MT  (+/- 180 meters Scaled)
 AB1881
 AB1881                          SUPERSEDED SURVEY CONTROL
 AB1881
 AB1881.No superseded survey control is available for this station.
 AB1881
 AB1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU972064(NAD 83)
 AB1881_MARKER: DD = SURVEY DISK
 AB1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1881_STAMPING: 30 013 1994
 AB1881_MARK LOGO: SCGS  
 AB1881_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1881+STABILITY: SURFACE MOTION
 AB1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1881+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1881
 AB1881  HISTORY     - Date     Condition        Report By
 AB1881  HISTORY     - 1994     MONUMENTED       SCGS
 AB1881  HISTORY     - 20010330 GOOD             USPSQD
 AB1881
 AB1881                          STATION DESCRIPTION
 AB1881
 AB1881'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1881'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTHWEST OF WATERLOO, 7.4 MILES
 AB1881'(11.9 KM) EAST OF WARE SHOALS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1881'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1881'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1881'221 AND STATE HIGHWAY 39, 4.7 MILES (7.6 KM) NORTH NORTHEAST OF
 AB1881'WATERLOO, GO NORTH ON HIGHWAY 221 FOR 0.2 MILE (0.3 KM) TO THE
 AB1881'JUNCTION OF STATE ROAD 6 (INDIAN MOUND ROAD) , TURN LEFT ON ROAD 6 FOR
 AB1881'5.4 MILES (8.7 KM) TO THE JUNCTION OF STATE ROAD 54 (NEELY FERRY ROAD)
 AB1881', TURN LEFT ON ROAD 54 FOR 1.05 MILES (1.69 KM) TO THE STATION NEAR A
 AB1881'POWER POLE IN THE SOUTHEAST ANGLE OF A GRASSY FOREST ACCESS ROAD
 AB1881'RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 AB1881'(0.3 M) ABOVE ROAD 54, 24.6 FEET (7.5 M) SOUTHWEST OF THE CENTER OF
 AB1881'ROAD 54, 13.2 FEET (4.0 M) SOUTH OF THE SOUTHEAST END OF A 1.2-FOOT
 AB1881'METAL PIPE CULVERT BENEATH THE FIELD ACCESS ROAD, 4.4 FEET (1.3 M)
 AB1881'NORTH NORTHWEST OF THE POWER POLE WITH GUY WIRE, 90.9 FEET (27.7 M)
 AB1881'WEST OF THE SOUTHEAST METAL GATE POST AT THE GRAVEL DRIVE LEADING TO A
 AB1881'VINYL-SIDED HOUSE ACROSS THE ROAD, 6.0 FEET (1.8 M) SOUTHEAST OF A
 AB1881'WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1881
 AB1881                          STATION RECOVERY (2001)
 AB1881
 AB1881'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1882 ***********************************************************************
 AB1882  DESIGNATION -  30 014
 AB1882  PID         -  AB1882
 AB1882  STATE/COUNTY-  SC/LAURENS
 AB1882  USGS QUAD   -  WARE SHOALS EAST (1971)
 AB1882
 AB1882                         *CURRENT SURVEY CONTROL
 AB1882  ___________________________________________________________________
 AB1882* NAD 83(1986)-  34 24 26.     (N)    082 07 40.     (W)     SCALED    
 AB1882* NAVD 88     -       185.919  (meters)     609.97   (feet)  ADJUSTED  
 AB1882  ___________________________________________________________________
 AB1882  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 AB1882  DYNAMIC HT  -         185.732 (meters)     609.36  (feet)  COMP
 AB1882  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 AB1882
 AB1882  VERT ORDER  -  FIRST     CLASS II
 AB1882
 AB1882.The horizontal coordinates were scaled from a topographic map and have
 AB1882.an estimated accuracy of +/- 6 seconds.
 AB1882
 AB1882.The orthometric height was determined by differential leveling
 AB1882.and adjusted by the National Geodetic Survey in September 1998..
 AB1882
 AB1882.The geoid height was determined by GEOID03.
 AB1882
 AB1882.The dynamic height is computed by dividing the NAVD 88
 AB1882.geopotential number by the normal gravity value computed on the
 AB1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1882.degrees latitude (g = 980.6199 gals.).
 AB1882
 AB1882.The modeled gravity was interpolated from observed gravity values.
 AB1882
 AB1882;                    North         East    Units  Estimated Accuracy
 AB1882;SPC SC       -   286,010.      505,930.      MT  (+/- 180 meters Scaled)
 AB1882
 AB1882                          SUPERSEDED SURVEY CONTROL
 AB1882
 AB1882.No superseded survey control is available for this station.
 AB1882
 AB1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU963078(NAD 83)
 AB1882_MARKER: DD = SURVEY DISK
 AB1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1882_STAMPING: 30 014 1994
 AB1882_MARK LOGO: SCGS  
 AB1882_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1882+STABILITY: SURFACE MOTION
 AB1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1882+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1882
 AB1882  HISTORY     - Date     Condition        Report By
 AB1882  HISTORY     - 1994     MONUMENTED       SCGS
 AB1882  HISTORY     - 20010330 GOOD             USPSQD
 AB1882
 AB1882                          STATION DESCRIPTION
 AB1882
 AB1882'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1882'STATION IS LOCATED 5.4 MILES (8.7 KM) NORTHWEST OF WATERLOO, 6.8 MILES
 AB1882'(10.9 KM) EAST OF WARE SHOALS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1882'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1882'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1882'221 AND STATE HIGHWAY 39, 4.7 MILES (7.6 KM) NORTH NORTHEAST OF
 AB1882'WATERLOO, GO NORTH ON HIGHWAY 221 FOR 0.2 MILE (0.3 KM) TO THE
 AB1882'JUNCTION OF STATE ROAD 6 (INDIAN MOUND ROAD) , TURN LEFT ON ROAD 6 FOR
 AB1882'5.4 MILES (8.7 KM) TO THE STATION NEAR A POWER POLE AND AN OLD COUNTRY
 AB1882'STORE IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 54 (NEELY
 AB1882'FERRY ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1882'0.5 FOOT (15.2 CM) BELOW THE ROAD JUNCTION, 94.4 FEET (28.8 M) WEST
 AB1882'NORTHWEST OF THE NORTHEAST CORNER OF THE FRONT PORCH OF THE WOODEN
 AB1882'STORE BUILDING, 7.2 FEET (2.2 M) SOUTH SOUTHWEST OF THE POWER POLE
 AB1882'WITH TWO TRANSFORMERS AND A GUY WIRE, 68.6 FEET (20.9 M) SOUTH
 AB1882'SOUTHEAST OF THE CENTER OF ROAD 6, 47.3 FEET (14.4 M) EAST NORTHEAST
 AB1882'OF THE CENTER OF ROAD 54, 25.6 FEET (7.8 M) EAST OF THE WEST CORNER OF
 AB1882'A CONCRETE HEADWALL FOR A CULVERT BENEATH ROAD 6, 7.4 FEET (2.3 M)
 AB1882'SOUTH SOUTHWEST OF A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1882
 AB1882                          STATION RECOVERY (2001)
 AB1882
 AB1882'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1883 ***********************************************************************
 AB1883  DESIGNATION -  30 015
 AB1883  PID         -  AB1883
 AB1883  STATE/COUNTY-  SC/LAURENS
 AB1883  USGS QUAD   -  WARE SHOALS EAST (1971)
 AB1883
 AB1883                         *CURRENT SURVEY CONTROL
 AB1883  ___________________________________________________________________
 AB1883* NAD 83(1986)-  34 25 17.     (N)    082 07 52.     (W)     SCALED    
 AB1883* NAVD 88     -       192.162  (meters)     630.45   (feet)  ADJUSTED  
 AB1883  ___________________________________________________________________
 AB1883  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AB1883  DYNAMIC HT  -         191.970 (meters)     629.82  (feet)  COMP
 AB1883  MODELED GRAV-     979,630.1   (mgal)                       NAVD 88
 AB1883
 AB1883  VERT ORDER  -  FIRST     CLASS II
 AB1883
 AB1883.The horizontal coordinates were scaled from a topographic map and have
 AB1883.an estimated accuracy of +/- 6 seconds.
 AB1883
 AB1883.The orthometric height was determined by differential leveling
 AB1883.and adjusted by the National Geodetic Survey in September 1998..
 AB1883
 AB1883.The geoid height was determined by GEOID03.
 AB1883
 AB1883.The dynamic height is computed by dividing the NAVD 88
 AB1883.geopotential number by the normal gravity value computed on the
 AB1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1883.degrees latitude (g = 980.6199 gals.).
 AB1883
 AB1883.The modeled gravity was interpolated from observed gravity values.
 AB1883
 AB1883;                    North         East    Units  Estimated Accuracy
 AB1883;SPC SC       -   287,580.      505,640.      MT  (+/- 180 meters Scaled)
 AB1883
 AB1883                          SUPERSEDED SURVEY CONTROL
 AB1883
 AB1883.No superseded survey control is available for this station.
 AB1883
 AB1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU960094(NAD 83)
 AB1883_MARKER: DD = SURVEY DISK
 AB1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1883_STAMPING: 30 015 1994
 AB1883_MARK LOGO: SCGS  
 AB1883_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1883+STABILITY: SURFACE MOTION
 AB1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1883+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1883
 AB1883  HISTORY     - Date     Condition        Report By
 AB1883  HISTORY     - 1994     MONUMENTED       SCGS
 AB1883  HISTORY     - 20010330 GOOD             USPSQD
 AB1883
 AB1883                          STATION DESCRIPTION
 AB1883
 AB1883'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1883'STATION IS LOCATED 6.3 MILES (10.1 KM) NORTHWEST OF WATERLOO, 6.8
 AB1883'MILES (10.9 KM) EAST OF WARE SHOALS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1883'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1883'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1883'221 AND STATE HIGHWAY 39, 4.7 MILES (7.6 KM) NORTH NORTHEAST OF
 AB1883'WATERLOO, GO NORTH NORTHWEST ON HIGHWAY 221 FOR 0.2 MILE (0.3 KM) TO
 AB1883'THE JUNCTION OF STATE ROAD 6 (INDIAN MOUND ROAD) , TURN LEFT ON ROAD 6
 AB1883'FOR 5.4 MILES (8.7 KM) TO THE JUNCTION OF STATE ROAD 54 (NEELY FERRY
 AB1883'ROAD) , TURN RIGHT ON ROAD 54 FOR 1.0 MILE (1.6 KM) TO THE STATION
 AB1883'NEAR A TELEPHONE JUNCTION BOX IN THE NORTH ANGLE OF A PAVED ROAD RIGHT
 AB1883'(ELMORE ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1883'1.5 FEET (0.5 M) ABOVE ROAD 54, 20.1 FEET (6.1 M) NORTH OF THE CENTER
 AB1883'OF ELMORE ROAD, 4.5 FEET (1.4 M) EAST OF THE TELEPHONE JUNCTION BOX
 AB1883'SUPPORT POST 6A2/81, 28.5 FEET (8.7 M) EAST SOUTHEAST OF THE CENTER OF
 AB1883'ROAD 54, 6.3 FEET (1.9 M) EAST NORTHEAST OF A WITNESS POST.  DESCRIBED
 AB1883'BY R.W.  ROBERTS.
 AB1883
 AB1883                          STATION RECOVERY (2001)
 AB1883
 AB1883'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1884 ***********************************************************************
 AB1884  DESIGNATION -  30 016
 AB1884  PID         -  AB1884
 AB1884  STATE/COUNTY-  SC/LAURENS
 AB1884  USGS QUAD   -  WARE SHOALS EAST (1971)
 AB1884
 AB1884                         *CURRENT SURVEY CONTROL
 AB1884  ___________________________________________________________________
 AB1884* NAD 83(1986)-  34 25 52.     (N)    082 08 28.     (W)     SCALED    
 AB1884* NAVD 88     -       194.471  (meters)     638.03   (feet)  ADJUSTED  
 AB1884  ___________________________________________________________________
 AB1884  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 AB1884  DYNAMIC HT  -         194.277 (meters)     637.39  (feet)  COMP
 AB1884  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 AB1884
 AB1884  VERT ORDER  -  FIRST     CLASS II
 AB1884
 AB1884.The horizontal coordinates were scaled from a topographic map and have
 AB1884.an estimated accuracy of +/- 6 seconds.
 AB1884
 AB1884.The orthometric height was determined by differential leveling
 AB1884.and adjusted by the National Geodetic Survey in September 1998..
 AB1884
 AB1884.The geoid height was determined by GEOID03.
 AB1884
 AB1884.The dynamic height is computed by dividing the NAVD 88
 AB1884.geopotential number by the normal gravity value computed on the
 AB1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1884.degrees latitude (g = 980.6199 gals.).
 AB1884
 AB1884.The modeled gravity was interpolated from observed gravity values.
 AB1884
 AB1884;                    North         East    Units  Estimated Accuracy
 AB1884;SPC SC       -   288,670.      504,730.      MT  (+/- 180 meters Scaled)
 AB1884
 AB1884                          SUPERSEDED SURVEY CONTROL
 AB1884
 AB1884.No superseded survey control is available for this station.
 AB1884
 AB1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU951105(NAD 83)
 AB1884_MARKER: DD = SURVEY DISK
 AB1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1884_STAMPING: 30 016 1994
 AB1884_MARK LOGO: SCGS  
 AB1884_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1884+STABILITY: SURFACE MOTION
 AB1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1884+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1884
 AB1884  HISTORY     - Date     Condition        Report By
 AB1884  HISTORY     - 1994     MONUMENTED       SCGS
 AB1884  HISTORY     - 20010330 GOOD             USPSQD
 AB1884
 AB1884                          STATION DESCRIPTION
 AB1884
 AB1884'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1884'STATION IS LOCATED 7.1 MILES (11.4 KM) NORTHWEST OF WATERLOO, 6.4
 AB1884'MILES (10.3 KM) NORTHEAST OF WARE SHOALS.  OWNERSHIP--SCDOT, DIRECTOR
 AB1884'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1884'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1884'76, STATE HIGHWAY 101 AND STATE ROAD 54 (NEELEY FERRY ROAD) IN HICKORY
 AB1884'TAVERN, GO SOUTH SOUTHEAST ON ROAD 54 FOR 7.25 MILES (11.67 KM) TO THE
 AB1884'STATION IN THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 36 AND AT THE
 AB1884'EXTENDED CENTER OF A TRACK DRIVEWAY TO A LARGE TWO STORY WOOD HOME.
 AB1884'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AB1884'CM) BELOW ROAD 36, 34.0 FEET (10.4 M) NORTHWEST OF THE CENTER OF ROAD
 AB1884'36, 79.8 FEET (24.3 M) SOUTHWEST OF THE CENTER OF ROAD 54, 65.9 FEET
 AB1884'(20.1 M) NORTH NORTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 AB1884'ATTACHED, 65.6 FEET (20.0 M) NORTH OF THE SOUTHWEST END OF A 1.2-FOOT
 AB1884'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY TO THE WOOD HOME, 2.2 FEET
 AB1884'(0.7 M) SOUTHEAST OF A FENCE LINE, 2.3 FEET (0.7 M) EAST OF A WITNESS
 AB1884'POST.  DESCRIBED BY R.W. ROBERTS.
 AB1884
 AB1884                          STATION RECOVERY (2001)
 AB1884
 AB1884'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1885 ***********************************************************************
 AB1885  DESIGNATION -  30 017
 AB1885  PID         -  AB1885
 AB1885  STATE/COUNTY-  SC/LAURENS
 AB1885  USGS QUAD   -  WARE SHOALS EAST (1971)
 AB1885
 AB1885                         *CURRENT SURVEY CONTROL
 AB1885  ___________________________________________________________________
 AB1885* NAD 83(1986)-  34 26 34.     (N)    082 09 03.     (W)     SCALED    
 AB1885* NAVD 88     -       199.868  (meters)     655.73   (feet)  ADJUSTED  
 AB1885  ___________________________________________________________________
 AB1885  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AB1885  DYNAMIC HT  -         199.668 (meters)     655.08  (feet)  COMP
 AB1885  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 AB1885
 AB1885  VERT ORDER  -  FIRST     CLASS II
 AB1885
 AB1885.The horizontal coordinates were scaled from a topographic map and have
 AB1885.an estimated accuracy of +/- 6 seconds.
 AB1885
 AB1885.The orthometric height was determined by differential leveling
 AB1885.and adjusted by the National Geodetic Survey in September 1998..
 AB1885
 AB1885.The geoid height was determined by GEOID03.
 AB1885
 AB1885.The dynamic height is computed by dividing the NAVD 88
 AB1885.geopotential number by the normal gravity value computed on the
 AB1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1885.degrees latitude (g = 980.6199 gals.).
 AB1885
 AB1885.The modeled gravity was interpolated from observed gravity values.
 AB1885
 AB1885;                    North         East    Units  Estimated Accuracy
 AB1885;SPC SC       -   289,970.      503,850.      MT  (+/- 180 meters Scaled)
 AB1885
 AB1885                          SUPERSEDED SURVEY CONTROL
 AB1885
 AB1885.No superseded survey control is available for this station.
 AB1885
 AB1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU942118(NAD 83)
 AB1885_MARKER: DD = SURVEY DISK
 AB1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1885_STAMPING: 30 017 1995
 AB1885_MARK LOGO: SCGS  
 AB1885_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1885+STABILITY: SURFACE MOTION
 AB1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1885+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1885
 AB1885  HISTORY     - Date     Condition        Report By
 AB1885  HISTORY     - 1994     MONUMENTED       SCGS
 AB1885  HISTORY     - 20010330 GOOD             USPSQD
 AB1885
 AB1885                          STATION DESCRIPTION
 AB1885
 AB1885'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1885'STATION IS LOCATED 8.2 MILES (13.2 KM) NORTHWEST OF WATERLOO, 6.3
 AB1885'MILES (10.1 KM) NORTHEAST OF WARE SHOALS.  OWNERSHIP--UNION BAPTIST
 AB1885'CHURCH, ROUTE 4, BOX 1249, LAURENS, SC 29360, PHONE 803-861-2416,
 AB1885'CONTACT-DR.  GLENN R.  MOSTELLER, PASTOR.  TO REACH THE STATION FROM
 AB1885'THE JUNCTION OF U.S.  HIGHWAY 76, STATE HIGHWAY 101 AND STATE ROAD 54
 AB1885'(NEELEY FERRY ROAD) IN HICKORY TAVERN, GO SOUTH SOUTHEAST ON ROAD 54
 AB1885'FOR 4.4 MILES (7.1 KM) TO THE JUNCTION OF STATE ROAD 252, CONTINUE ON
 AB1885'ROAD 54 FOR 1.8 MILES (2.9 KM) TO THE STATION ON THE LEFT NEAR THE
 AB1885'CONCRETE SIDEWALK LEADING TO THE FRONT STEPS OF A BRICK HOUSE. STATION
 AB1885'IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) ABOVE
 AB1885'THE ROAD, 42.7 FEET (13.0 M) NORTHEAST OF THE CENTER OF ROAD 54, 29.5
 AB1885'FEET (9.0 M) SOUTH OF THE WEST CORNER OF THE HOUSE, 2.1 FEET (0.6 M)
 AB1885'NORTHWEST OF THE WEST NORTHWEST EDGE OF THE SIDEWALK. DESCRIBED BY
 AB1885'R.W.  ROBERTS.
 AB1885
 AB1885                          STATION RECOVERY (2001)
 AB1885
 AB1885'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1885'MARKER IS IN EDGE OF FLOWER BED ON NW SIDE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1886 ***********************************************************************
 AB1886  DESIGNATION -  30 018
 AB1886  PID         -  AB1886
 AB1886  STATE/COUNTY-  SC/LAURENS
 AB1886  USGS QUAD   -  WARE SHOALS EAST (1971)
 AB1886
 AB1886                         *CURRENT SURVEY CONTROL
 AB1886  ___________________________________________________________________
 AB1886* NAD 83(1986)-  34 27 15.     (N)    082 09 19.     (W)     SCALED    
 AB1886* NAVD 88     -       190.397  (meters)     624.66   (feet)  ADJUSTED  
 AB1886  ___________________________________________________________________
 AB1886  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AB1886  DYNAMIC HT  -         190.206 (meters)     624.03  (feet)  COMP
 AB1886  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 AB1886
 AB1886  VERT ORDER  -  FIRST     CLASS II
 AB1886
 AB1886.The horizontal coordinates were scaled from a topographic map and have
 AB1886.an estimated accuracy of +/- 6 seconds.
 AB1886
 AB1886.The orthometric height was determined by differential leveling
 AB1886.and adjusted by the National Geodetic Survey in September 1998..
 AB1886
 AB1886.The geoid height was determined by GEOID03.
 AB1886
 AB1886.The dynamic height is computed by dividing the NAVD 88
 AB1886.geopotential number by the normal gravity value computed on the
 AB1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1886.degrees latitude (g = 980.6199 gals.).
 AB1886
 AB1886.The modeled gravity was interpolated from observed gravity values.
 AB1886
 AB1886;                    North         East    Units  Estimated Accuracy
 AB1886;SPC SC       -   291,240.      503,460.      MT  (+/- 180 meters Scaled)
 AB1886
 AB1886                          SUPERSEDED SURVEY CONTROL
 AB1886
 AB1886.No superseded survey control is available for this station.
 AB1886
 AB1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU938131(NAD 83)
 AB1886_MARKER: DD = SURVEY DISK
 AB1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1886_STAMPING: 30 018 1994
 AB1886_MARK LOGO: SCGS  
 AB1886_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1886+STABILITY: SURFACE MOTION
 AB1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1886+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1886
 AB1886  HISTORY     - Date     Condition        Report By
 AB1886  HISTORY     - 1994     MONUMENTED       SCGS
 AB1886  HISTORY     - 20010330 GOOD             USPSQD
 AB1886
 AB1886                          STATION DESCRIPTION
 AB1886
 AB1886'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1886'STATION IS LOCATED 8.7 MILES (14.0 KM) SOUTHWEST OF LAURENS, 6.5 MILES
 AB1886'(10.5 KM) NORTHEAST OF WARE SHOALS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1886'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1886'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1886'76, STATE HIGHWAY 101 AND STATE ROAD 54 (NEELEY FERRY ROAD) IN HICKORY
 AB1886'TAVERN, GO SOUTH SOUTHEAST ON ROAD 54 FOR 4.4 MILES (7.1 KM) TO THE
 AB1886'JUNCTION OF STATE ROAD 252, CONTINUE ON ROAD 54 FOR 0.95 MILE (1.53
 AB1886'KM) TO THE STATION NEAR A POWER POLE IN THE WEST ANGLE OF A PAVED ROAD
 AB1886'RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 AB1886'(0.3 M) ABOVE THE ROAD 54, 6.7 FEET (2.0 M) NORTHEAST OF THE POWER
 AB1886'POLE NUMBER 30 WITH GUY WIRE, 29.1 FEET (8.9 M) SOUTHWEST OF THE
 AB1886'CENTER OF ROAD 54, 38.2 FEET (11.6 M) NORTH NORTHWEST OF THE CENTER OF
 AB1886'THE PAVED ROAD, 84.4 FEET (25.7 M) SOUTH OF THE SOUTHEAST END OF A
 AB1886'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE PAVED DRIVE TO A TWO STORY
 AB1886'HOUSE, 201.0 FEET (61.3 M) WEST OF THE WEST NORTHWEST CORNER OF A TWO
 AB1886'STORY BRICK HOUSE (1156 NEELEY FERRY ROAD) ACROSS ROAD 54, 6.6 FEET
 AB1886'(2.0 M) SOUTHWEST OF A WITNESS POST. DESCRIBED BY R.W.  ROBERTS.
 AB1886
 AB1886                          STATION RECOVERY (2001)
 AB1886
 AB1886'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1887 ***********************************************************************
 AB1887  DESIGNATION -  30 019
 AB1887  PID         -  AB1887
 AB1887  STATE/COUNTY-  SC/LAURENS
 AB1887  USGS QUAD   -  WARE SHOALS EAST (1971)
 AB1887
 AB1887                         *CURRENT SURVEY CONTROL
 AB1887  ___________________________________________________________________
 AB1887* NAD 83(1986)-  34 28 43.     (N)    082 09 50.     (W)     SCALED    
 AB1887* NAVD 88     -       199.192  (meters)     653.52   (feet)  ADJUSTED  
 AB1887  ___________________________________________________________________
 AB1887  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AB1887  DYNAMIC HT  -         198.992 (meters)     652.86  (feet)  COMP
 AB1887  MODELED GRAV-     979,627.3   (mgal)                       NAVD 88
 AB1887
 AB1887  VERT ORDER  -  FIRST     CLASS II
 AB1887
 AB1887.The horizontal coordinates were scaled from a topographic map and have
 AB1887.an estimated accuracy of +/- 6 seconds.
 AB1887
 AB1887.The orthometric height was determined by differential leveling
 AB1887.and adjusted by the National Geodetic Survey in September 1998..
 AB1887
 AB1887.The geoid height was determined by GEOID03.
 AB1887
 AB1887.The dynamic height is computed by dividing the NAVD 88
 AB1887.geopotential number by the normal gravity value computed on the
 AB1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1887.degrees latitude (g = 980.6199 gals.).
 AB1887
 AB1887.The modeled gravity was interpolated from observed gravity values.
 AB1887
 AB1887;                    North         East    Units  Estimated Accuracy
 AB1887;SPC SC       -   293,960.      502,700.      MT  (+/- 180 meters Scaled)
 AB1887
 AB1887                          SUPERSEDED SURVEY CONTROL
 AB1887
 AB1887.No superseded survey control is available for this station.
 AB1887
 AB1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU931158(NAD 83)
 AB1887_MARKER: DD = SURVEY DISK
 AB1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1887_STAMPING: 30 019 1994
 AB1887_MARK LOGO: SCGS  
 AB1887_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1887+STABILITY: SURFACE MOTION
 AB1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1887+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1887
 AB1887  HISTORY     - Date     Condition        Report By
 AB1887  HISTORY     - 1994     MONUMENTED       SCGS
 AB1887  HISTORY     - 20010330 GOOD             USPSQD
 AB1887
 AB1887                          STATION DESCRIPTION
 AB1887
 AB1887'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1887'STATION IS LOCATED 8.6 MILES (13.8 KM) WEST SOUTHWEST OF LAURENS, 7.3
 AB1887'MILES (11.7 KM) NORTHEAST OF WARE SHOALS.  OWNERSHIP--SCDOT, DIRECTOR
 AB1887'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1887'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1887'76, STATE HIGHWAY 101 AND STATE ROAD 54 (NEELEY FERRY ROAD) IN HICKORY
 AB1887'TAVERN, GO SOUTH SOUTHEAST ON ROAD 54 FOR 2.6 MILES (4.2 KM) TO THE
 AB1887'JUNCTION OF STATE ROAD 312 (WILSON TOWN ROAD) , CONTINUE ON ROAD 54
 AB1887'FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT NEAR A BARBED WIRE
 AB1887'FENCE CORNER POST.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1887'AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 32.2 FEET (9.8 M) WEST
 AB1887'SOUTHWEST OF THE CENTER OF THE ROAD, 5.0 FEET (1.5 M) NORTH OF THE
 AB1887'FENCE LINE POST WITH A SCGS REFERENCE WASHER ATTACHED, 66.6 FEET (20.3
 AB1887'M) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING (OLD
 AB1887'STORE) , 24.4 FEET (7.4 M) NORTH NORTHEAST OF A POWER POLE A/6/9 WITH
 AB1887'TWO GUY WIRES, 4.9 FEET (1.5 M) NORTH NORTHWEST OF A WITNESS POST.
 AB1887'DESCRIBED BY R.W.  ROBERTS.
 AB1887
 AB1887                          STATION RECOVERY (2001)
 AB1887
 AB1887'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1888 ***********************************************************************
 AB1888  DESIGNATION -  30 020
 AB1888  PID         -  AB1888
 AB1888  STATE/COUNTY-  SC/LAURENS
 AB1888  USGS QUAD   -  WARE SHOALS EAST (1971)
 AB1888
 AB1888                         *CURRENT SURVEY CONTROL
 AB1888  ___________________________________________________________________
 AB1888* NAD 83(1986)-  34 29 16.     (N)    082 10 36.     (W)     SCALED    
 AB1888* NAVD 88     -       220.407  (meters)     723.12   (feet)  ADJUSTED  
 AB1888  ___________________________________________________________________
 AB1888  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AB1888  DYNAMIC HT  -         220.185 (meters)     722.39  (feet)  COMP
 AB1888  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 AB1888
 AB1888  VERT ORDER  -  FIRST     CLASS II
 AB1888
 AB1888.The horizontal coordinates were scaled from a topographic map and have
 AB1888.an estimated accuracy of +/- 6 seconds.
 AB1888
 AB1888.The orthometric height was determined by differential leveling
 AB1888.and adjusted by the National Geodetic Survey in September 1998..
 AB1888
 AB1888.The geoid height was determined by GEOID03.
 AB1888
 AB1888.The dynamic height is computed by dividing the NAVD 88
 AB1888.geopotential number by the normal gravity value computed on the
 AB1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1888.degrees latitude (g = 980.6199 gals.).
 AB1888
 AB1888.The modeled gravity was interpolated from observed gravity values.
 AB1888
 AB1888;                    North         East    Units  Estimated Accuracy
 AB1888;SPC SC       -   294,990.      501,530.      MT  (+/- 180 meters Scaled)
 AB1888
 AB1888                          SUPERSEDED SURVEY CONTROL
 AB1888
 AB1888.No superseded survey control is available for this station.
 AB1888
 AB1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU919168(NAD 83)
 AB1888_MARKER: DD = SURVEY DISK
 AB1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1888_STAMPING: 30 020 1994
 AB1888_MARK LOGO: SCGS  
 AB1888_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1888+STABILITY: SURFACE MOTION
 AB1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1888+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1888
 AB1888  HISTORY     - Date     Condition        Report By
 AB1888  HISTORY     - 1994     MONUMENTED       SCGS
 AB1888  HISTORY     - 20010330 GOOD             USPSQD
 AB1888
 AB1888                          STATION DESCRIPTION
 AB1888
 AB1888'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1888'STATION IS LOCATED 7.3 MILES (11.7 KM) NORTHEAST OF WARE SHOALS, 9.0
 AB1888'MILES (14.5 KM) SOUTHWEST OF GRAY COURT.  OWNERSHIP--SCDOT, DIRECTOR
 AB1888'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1888'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1888'76, STATE HIGHWAY 101 AND STATE ROAD 54 (NEELEY FERRY ROAD) IN HICKORY
 AB1888'TAVERN, GO SOUTH SOUTHEAST ON ROAD 54 FOR 2.5 MILES (4.0 KM) TO THE
 AB1888'STATION NEAR A POWER POLE IN THE NORTH NORTHEAST ANGLE OF THE JUNCTION
 AB1888'OF STATE ROAD 680 (HICKORY FOREST DRIVE) . STATION IS A CONCRETE POST
 AB1888'FLUSH WITH THE GROUND AND LEVEL WITH ROAD 54, 35.4 FEET (10.8 M) EAST
 AB1888'NORTHEAST OF THE CENTER OF ROAD 54, 22.0 FEET (6.7 M) NORTH NORTHWEST
 AB1888'OF THE CENTER OF ROAD 680, 3.8 FEET (1.2 M) EAST SOUTHEAST OF THE
 AB1888'POWER POLE A55/1 WITH TWO GUY WIRES, 224.9 FEET (68.5 M) SOUTH OF THE
 AB1888'SOUTH CORNER OF A BRICK HOUSE, 4.0 FEET (1.2 M) EAST SOUTHEAST OF A
 AB1888'WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1888
 AB1888                          STATION RECOVERY (2001)
 AB1888
 AB1888'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1888'MARKER WAS FOUND AS DESCRIBED EXCEPT THAT HICKORY FOREST DR IS SR
 AB1888'30-860 (NOT 680).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1889 ***********************************************************************
 AB1889  DESIGNATION -  30 021
 AB1889  PID         -  AB1889
 AB1889  STATE/COUNTY-  SC/LAURENS
 AB1889  USGS QUAD   -  HICKORY TAVERN (1983)
 AB1889
 AB1889                         *CURRENT SURVEY CONTROL
 AB1889  ___________________________________________________________________
 AB1889* NAD 83(1986)-  34 30 06.     (N)    082 10 48.     (W)     SCALED    
 AB1889* NAVD 88     -       219.279  (meters)     719.42   (feet)  ADJUSTED  
 AB1889  ___________________________________________________________________
 AB1889  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AB1889  DYNAMIC HT  -         219.059 (meters)     718.70  (feet)  COMP
 AB1889  MODELED GRAV-     979,626.9   (mgal)                       NAVD 88
 AB1889
 AB1889  VERT ORDER  -  FIRST     CLASS II
 AB1889
 AB1889.The horizontal coordinates were scaled from a topographic map and have
 AB1889.an estimated accuracy of +/- 6 seconds.
 AB1889
 AB1889.The orthometric height was determined by differential leveling
 AB1889.and adjusted by the National Geodetic Survey in September 1998..
 AB1889
 AB1889.The geoid height was determined by GEOID03.
 AB1889
 AB1889.The dynamic height is computed by dividing the NAVD 88
 AB1889.geopotential number by the normal gravity value computed on the
 AB1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1889.degrees latitude (g = 980.6199 gals.).
 AB1889
 AB1889.The modeled gravity was interpolated from observed gravity values.
 AB1889
 AB1889;                    North         East    Units  Estimated Accuracy
 AB1889;SPC SC       -   296,530.      501,240.      MT  (+/- 180 meters Scaled)
 AB1889
 AB1889                          SUPERSEDED SURVEY CONTROL
 AB1889
 AB1889.No superseded survey control is available for this station.
 AB1889
 AB1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU916184(NAD 83)
 AB1889_MARKER: DD = SURVEY DISK
 AB1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1889_STAMPING: 30 021 1994
 AB1889_MARK LOGO: SCGS  
 AB1889_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1889+STABILITY: SURFACE MOTION
 AB1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1889+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1889
 AB1889  HISTORY     - Date     Condition        Report By
 AB1889  HISTORY     - 1994     MONUMENTED       SCGS
 AB1889  HISTORY     - 20010330 MARK NOT FOUND   USPSQD
 AB1889
 AB1889                          STATION DESCRIPTION
 AB1889
 AB1889'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1889'STATION IS LOCATED 8.1 MILES (13.0 KM) NORTHEAST OF WARE SHOALS, 8.2
 AB1889'MILES (13.2 KM) SOUTHWEST OF GRAY COURT.  OWNERSHIP--DOUGLAS SMITH,
 AB1889'ROUTE 3, BOX 835, NEELEY FERRY ROAD, LAURENS, SC 29360.  TO REACH THE
 AB1889'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 76, STATE HIGHWAY 101 AND
 AB1889'STATE ROAD 54 (NEELEY FERRY ROAD) IN HICKORY TAVERN, GO SOUTH
 AB1889'SOUTHEAST ON ROAD 54 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE
 AB1889'ROAD 227 (WASSONS GIN ROAD) , CONTINUE ON ROAD 54 FOR 0.4 MILE (0.6
 AB1889'KM) TO THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF A BRICK
 AB1889'HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 AB1889'(0.3 M) BELOW THE ROAD, 2.4 FEET (0.7 M) SOUTH SOUTHWEST OF THE
 AB1889'SOUTHEAST CORNER OF THE HOUSE, 111.7 FEET (34.0 M) WEST OF THE CENTER
 AB1889'OF ROAD 54, 19.7 FEET (6.0 M) EAST NORTHEAST OF THE NORTHEAST CORNER
 AB1889'OF A BRICK PUMP SHED.  DESCRIBED BY R.W.  ROBERTS.
 AB1889
 AB1889                          STATION RECOVERY (2001)
 AB1889
 AB1889'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1889'NOT FOUND. SEARCHED WITH MICRONTA 4001 AT THE S SIDE OF SEVERAL BRICK
 AB1889'HOMES IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1890 ***********************************************************************
 AB1890  DESIGNATION -  30 022
 AB1890  PID         -  AB1890
 AB1890  STATE/COUNTY-  SC/LAURENS
 AB1890  USGS QUAD   -  HICKORY TAVERN (1983)
 AB1890
 AB1890                         *CURRENT SURVEY CONTROL
 AB1890  ___________________________________________________________________
 AB1890* NAD 83(1986)-  34 30 52.     (N)    082 11 15.     (W)     SCALED    
 AB1890* NAVD 88     -       219.630  (meters)     720.57   (feet)  ADJUSTED  
 AB1890  ___________________________________________________________________
 AB1890  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AB1890  DYNAMIC HT  -         219.409 (meters)     719.84  (feet)  COMP
 AB1890  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 AB1890
 AB1890  VERT ORDER  -  FIRST     CLASS II
 AB1890
 AB1890.The horizontal coordinates were scaled from a topographic map and have
 AB1890.an estimated accuracy of +/- 6 seconds.
 AB1890
 AB1890.The orthometric height was determined by differential leveling
 AB1890.and adjusted by the National Geodetic Survey in September 1998..
 AB1890
 AB1890.The geoid height was determined by GEOID03.
 AB1890
 AB1890.The dynamic height is computed by dividing the NAVD 88
 AB1890.geopotential number by the normal gravity value computed on the
 AB1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1890.degrees latitude (g = 980.6199 gals.).
 AB1890
 AB1890.The modeled gravity was interpolated from observed gravity values.
 AB1890
 AB1890;                    North         East    Units  Estimated Accuracy
 AB1890;SPC SC       -   297,960.      500,570.      MT  (+/- 180 meters Scaled)
 AB1890
 AB1890                          SUPERSEDED SURVEY CONTROL
 AB1890
 AB1890.No superseded survey control is available for this station.
 AB1890
 AB1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU910198(NAD 83)
 AB1890_MARKER: DD = SURVEY DISK
 AB1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1890_STAMPING: 30 022 1994
 AB1890_MARK LOGO: SCGS  
 AB1890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1890+STABILITY: SURFACE MOTION
 AB1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1890+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 AB1890
 AB1890  HISTORY     - Date     Condition        Report By
 AB1890  HISTORY     - 1994     MONUMENTED       SCGS
 AB1890  HISTORY     - 20000626 GOOD             SCGS
 AB1890  HISTORY     - 20010330 GOOD             USPSQD
 AB1890
 AB1890                          STATION DESCRIPTION
 AB1890
 AB1890'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1890'STATION IS LOCATED 7.7 MILES (12.4 KM) SOUTHWEST OF GRAY COURT, 8.7
 AB1890'MILES (14.0 KM) NORTHEAST OF WARE SHOALS.  OWNERSHIP--SCDOT, DIRECTOR
 AB1890'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1890'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1890'76, STATE HIGHWAY 101 AND STATE ROAD 54 (NEELEY FERRY ROAD) IN HICKORY
 AB1890'TAVERN, GO SOUTH SOUTHEAST ON ROAD 54 FOR 0.45 MILE (0.72 KM) TO THE
 AB1890'JUNCTION OF STATE ROAD 663 (KELLETT ROAD) , TURN RIGHT ON ROAD 663 FOR
 AB1890'0.1 MILE (0.2 KM) TO THE STATION NEAR A POWER POLE IN THE NORTH ANGLE
 AB1890'OF A GRASS TRACK FOREST ACCESS ROAD RIGHT. STATION IS A CONCRETE POST
 AB1890'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE ROAD 663, 26.5 FEET
 AB1890'(8.1 M) NORTHWEST OF THE CENTER OF ROAD 663, 6.0 FEET (1.8 M)
 AB1890'NORTHEAST OF THE POWER POLE WITH TWO GUY WIRES, 56.7 FEET (17.3 M)
 AB1890'NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 682/1, 11.1 FEET (3.4 M)
 AB1890'NORTH NORTHEAST OF THE NORTHEAST END OF A 1.2-FOOT CONCRETE PIPE
 AB1890'CULVERT BENEATH THE FOREST ACCESS ROAD, 5.3 FEET (1.6 M) NORTHEAST OF
 AB1890'A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AB1890
 AB1890                          STATION RECOVERY (2000)
 AB1890
 AB1890'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1890'STATION IS LOCATED 9.9 MILES (15.9 KM) WEST OF LAURENS, IN HICKORY
 AB1890'TAVERN.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1890'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1890'JUNCTION OF U.S.  HIGHWAY 76, STATE HIGHWAY 101, AND STATE ROAD 54
 AB1890'(NEELEY FERRY ROAD) , IN HICKORY TAVERN, GO SOUTH SOUTHEAST ON ROAD 54
 AB1890'FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 663 (KELLETT
 AB1890'ROAD) , TURN RIGHT ON ROAD 663 FOR 0.1 MILE (0.2 KM) TO THE STATION ON
 AB1890'THE RIGHT NEAR A POWER POLE IN THE NORTH ANGLE OF A DRIVEWAY LEADING
 AB1890'TO HOUSE NUMBER 96.  THE STATION IS A CONCRETE POST PROJECTING 0.2
 AB1890'FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 26.0 FEET (7.9 M) NORTHWEST OF
 AB1890'THE CENTER OF THE ROAD, 5.8 FEET (1.8 M) NORTHEAST OF THE POWER POLE
 AB1890'WITH TWO GUY WIRES AND A TRANSFORMER ATTACHED, 11.0 FEET (3.4 M) NORTH
 AB1890'NORTHEAST OF THE NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 AB1890'BENEATH THE DRIVE, 56.7 FEET (17.3 M) NORTHWEST OF A TELEPHONE
 AB1890'JUNCTION BOX NUMBER HT1/B/16R/1 WITH A SUPPORT POST, 5.2 FEET (1.6 M)
 AB1890'NORTHEAST OF A WITNESS POST. RECOVERED BY J.B.  SMOAK.
 AB1890
 AB1890                          STATION RECOVERY (2001)
 AB1890
 AB1890'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1891 ***********************************************************************
 AB1891  DESIGNATION -  30 023
 AB1891  PID         -  AB1891
 AB1891  STATE/COUNTY-  SC/LAURENS
 AB1891  USGS QUAD   -  HICKORY TAVERN (1983)
 AB1891
 AB1891                         *CURRENT SURVEY CONTROL
 AB1891  ___________________________________________________________________
 AB1891* NAD 83(1986)-  34 30 52.     (N)    082 12 05.     (W)     SCALED    
 AB1891* NAVD 88     -       218.422  (meters)     716.61   (feet)  ADJUSTED  
 AB1891  ___________________________________________________________________
 AB1891  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AB1891  DYNAMIC HT  -         218.203 (meters)     715.89  (feet)  COMP
 AB1891  MODELED GRAV-     979,625.8   (mgal)                       NAVD 88
 AB1891
 AB1891  VERT ORDER  -  FIRST     CLASS II
 AB1891
 AB1891.The horizontal coordinates were scaled from a topographic map and have
 AB1891.an estimated accuracy of +/- 6 seconds.
 AB1891
 AB1891.The orthometric height was determined by differential leveling
 AB1891.and adjusted by the National Geodetic Survey in September 1998..
 AB1891
 AB1891.The geoid height was determined by GEOID03.
 AB1891
 AB1891.The dynamic height is computed by dividing the NAVD 88
 AB1891.geopotential number by the normal gravity value computed on the
 AB1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1891.degrees latitude (g = 980.6199 gals.).
 AB1891
 AB1891.The modeled gravity was interpolated from observed gravity values.
 AB1891
 AB1891;                    North         East    Units  Estimated Accuracy
 AB1891;SPC SC       -   297,970.      499,300.      MT  (+/- 180 meters Scaled)
 AB1891
 AB1891                          SUPERSEDED SURVEY CONTROL
 AB1891
 AB1891.No superseded survey control is available for this station.
 AB1891
 AB1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU897198(NAD 83)
 AB1891_MARKER: DD = SURVEY DISK
 AB1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1891_STAMPING: 30 023 1994
 AB1891_MARK LOGO: SCGS  
 AB1891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1891+STABILITY: SURFACE MOTION
 AB1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1891+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2001
 AB1891
 AB1891  HISTORY     - Date     Condition        Report By
 AB1891  HISTORY     - 1994     MONUMENTED       SCGS
 AB1891  HISTORY     - 20000626 GOOD             SCGS
 AB1891  HISTORY     - 20010329 GOOD             USPSQD
 AB1891
 AB1891                          STATION DESCRIPTION
 AB1891
 AB1891'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1891'STATION IS LOCATED 8.2 MILES (13.2 KM) SOUTHWEST OF GRAY COURT, 8.4
 AB1891'MILES (13.5 KM) NORTHEAST OF WARE SHOALS.  OWNERSHIP--SCDOT, DIRECTOR
 AB1891'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1891'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1891'76, STATE HIGHWAY 101 AND STATE ROAD 54 (NEELEY FERRY ROAD) IN HICKORY
 AB1891'TAVERN, GO WEST SOUTHWEST ON HIGHWAY 76 FOR 0.6 MILE (1.0 KM) TO THE
 AB1891'JUNCTION OF A PAVED ROAD LEFT (OLD HIGHWAY 76) , CONTINUE ON HIGHWAY
 AB1891'76 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 AB1891'POLE, 0.25 MILE (0.40 KM) EAST NORTHEAST OF THE JUNCTION OF STATE ROAD
 AB1891'148 (HENDERSON CHURCH ROAD) .  STATION IS A CONCRETE POST FLUSH WITH
 AB1891'THE GROUND AND 3.0 FEET (0.9 M) ABOVE THE HIGHWAY, 43.8 FEET (13.4 M)
 AB1891'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 10.4 FEET (3.2 M) NORTH
 AB1891'OF THE POWER POLE WITH TWO GUY WIRES, 97.1 FEET (29.6 M) SOUTH
 AB1891'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK PILLAR AT THE SOUTHWEST
 AB1891'SIDE OF THE FRONT PORCH TO AN ABANDONED MASONITE-SIDED HOUSE, 82.4
 AB1891'FEET (25.1 M) WEST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE
 AB1891'CULVERT BENEATH THE GRAVEL DRIVEWAY TO THE HOUSE, 11.1 FEET (3.4 M)
 AB1891'NORTH OF A WITNESS POST. DESCRIBED BY R.W.  ROBERTS.
 AB1891
 AB1891                          STATION RECOVERY (2000)
 AB1891
 AB1891'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1891'STATION IS LOCATED 0.85 MILE (1.37 KM) SOUTHWEST OF HICKORY TAVERN,
 AB1891'10.75 MILES (17.30 KM) WEST OF LAURENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1891'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1891'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1891'76, STATE HIGHWAY 101, AND STATE ROAD 54 (NEELEY FERRY ROAD) IN
 AB1891'HICKORY TAVERN, GO WEST SOUTHWEST ON HIGHWAY 76 FOR 0.6 MILE (1.0 KM)
 AB1891'TO THE JUNCTION OF A PAVED ROAD LEFT (OLD HIGHWAY 76) , CONTINUE ON
 AB1891'HIGHWAY 76 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1891'POWER POLE, 0.25 MILE (0.40 KM) EAST NORTHEAST OF THE JUNCTION OF
 AB1891'STATE ROAD 148 (BOLT ROAD) .  STATION IS A CONCRETE POST FLUSH WITH
 AB1891'THE GROUND AND 3.0 FEET (0.9 M) ABOVE THE HIGHWAY, 43.7 FEET (13.3 M)
 AB1891'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 10.4 FEET (3.2 M) NORTH
 AB1891'OF THE POWER POLE WITH TWO GUY WIRES, 82.9 FEET (25.3 M) WEST OF THE
 AB1891'SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY
 AB1891'TO AN ABANDONED MASONITE-SIDED HOUSE, 11.0 FEET (3.4 M) NORTH OF A
 AB1891'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 AB1891
 AB1891                          STATION RECOVERY (2001)
 AB1891
 AB1891'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1892 ***********************************************************************
 AB1892  DESIGNATION -  30 024
 AB1892  PID         -  AB1892
 AB1892  STATE/COUNTY-  SC/LAURENS
 AB1892  USGS QUAD   -  HICKORY TAVERN (1983)
 AB1892
 AB1892                         *CURRENT SURVEY CONTROL
 AB1892  ___________________________________________________________________
 AB1892* NAD 83(1986)-  34 30 33.     (N)    082 12 48.     (W)     SCALED    
 AB1892* NAVD 88     -       203.259  (meters)     666.86   (feet)  ADJUSTED  
 AB1892  ___________________________________________________________________
 AB1892  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AB1892  DYNAMIC HT  -         203.054 (meters)     666.19  (feet)  COMP
 AB1892  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 AB1892
 AB1892  VERT ORDER  -  FIRST     CLASS II
 AB1892
 AB1892.The horizontal coordinates were scaled from a topographic map and have
 AB1892.an estimated accuracy of +/- 6 seconds.
 AB1892
 AB1892.The orthometric height was determined by differential leveling
 AB1892.and adjusted by the National Geodetic Survey in September 1998..
 AB1892
 AB1892.The geoid height was determined by GEOID03.
 AB1892
 AB1892.The dynamic height is computed by dividing the NAVD 88
 AB1892.geopotential number by the normal gravity value computed on the
 AB1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1892.degrees latitude (g = 980.6199 gals.).
 AB1892
 AB1892.The modeled gravity was interpolated from observed gravity values.
 AB1892
 AB1892;                    North         East    Units  Estimated Accuracy
 AB1892;SPC SC       -   297,400.      498,190.      MT  (+/- 180 meters Scaled)
 AB1892
 AB1892                          SUPERSEDED SURVEY CONTROL
 AB1892
 AB1892.No superseded survey control is available for this station.
 AB1892
 AB1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU886192(NAD 83)
 AB1892_MARKER: DD = SURVEY DISK
 AB1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1892_STAMPING: 30 024 1994
 AB1892_MARK LOGO: SCGS  
 AB1892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1892+STABILITY: SURFACE MOTION
 AB1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1892+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2001
 AB1892
 AB1892  HISTORY     - Date     Condition        Report By
 AB1892  HISTORY     - 1994     MONUMENTED       SCGS
 AB1892  HISTORY     - 20000626 GOOD             SCGS
 AB1892  HISTORY     - 20010329 GOOD             USPSQD
 AB1892
 AB1892                          STATION DESCRIPTION
 AB1892
 AB1892'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1892'STATION IS LOCATED 7.9 MILES (12.7 KM) NORTHEAST OF WARE SHOALS, 8.9
 AB1892'MILES (14.3 KM) SOUTHWEST OF GRAY COURT.  OWNERSHIP--SCDOT, DIRECTOR
 AB1892'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1892'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1892'76, STATE HIGHWAY 101 AND STATE ROAD 54 (NEELEY FERRY ROAD) IN HICKORY
 AB1892'TAVERN, GO WEST SOUTHWEST ON HIGHWAY 76 FOR 1.05 MILES (1.69 KM) TO
 AB1892'THE JUNCTION OF STATE ROAD 148 (HENDERSON CHURCH ROAD) , CONTINUE ON
 AB1892'HIGHWAY 76 FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1892'LARGE POWER POLE, 0.55 MILE (0.89 KM) EAST NORTHEAST OF THE BRIDGE
 AB1892'OVER REEDY RIVER AT TUMBLING SHOALS.  STATION IS A CONCRETE POST FLUSH
 AB1892'WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY, 42.0 FEET
 AB1892'(12.8 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 10.7 FEET (3.3
 AB1892'M) SOUTH SOUTHEAST OF THE POWER POLE WITH SIX GUY WIRES, 86.8 FEET
 AB1892'(26.5 M) EAST NORTHEAST OF THE EAST SOUTHEAST CORNER OF A WOOD-SIDED
 AB1892'HOUSE, 61.7 FEET (18.8 M) EAST NORTHEAST OF A FIRE HYDRANT, 7.0 FEET
 AB1892'(2.1 M) NORTH OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1892
 AB1892                          STATION RECOVERY (2000)
 AB1892
 AB1892'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1892'STATION IS LOCATED 1.6 MILE (2.6 KM) SOUTHWEST OF HICKORY TAVERN, 11.4
 AB1892'MILES (18.3 KM) WEST OF LAURENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1892'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1892'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1892'76, STATE HIGHWAY 101, AND STATE ROAD 54 (NEELEY FERRY ROAD) IN
 AB1892'HICKORY TAVERN, GO WEST SOUTHWEST ON HIGHWAY 76 FOR 1.05 MILES (1.69
 AB1892'KM) TO THE JUNCTION OF STATE ROAD 148 (BOLT ROAD) , CONTINUE ON
 AB1892'HIGHWAY 76 FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1892'LARGE POWER POLE, 0.55 MILE (0.89 KM) EAST NORTHEAST OF THE BRIDGE
 AB1892'OVER REEDY RIVER AT TUMBLING SHOALS.  STATION IS A CONCRETE POST FLUSH
 AB1892'WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY, 42.0 FEET
 AB1892'(12.8 M) NORTH OF THE CENTER OF THE HIGHWAY, 10.4 FEET (3.2 M) SOUTH
 AB1892'SOUTHEAST OF A POWER POLE WITH SIX GUY WIRES, 61.5 FEET (18.7 M) EAST
 AB1892'NORTHEAST OF A FIRE HYDRANT, 7.0 FEET (2.1 M) NORTH OF A WITNESS POST.
 AB1892'RECOVERED BY J.B.  SMOAK.
 AB1892
 AB1892                          STATION RECOVERY (2001)
 AB1892
 AB1892'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1893 ***********************************************************************
 AB1893  DESIGNATION -  30 025
 AB1893  PID         -  AB1893
 AB1893  STATE/COUNTY-  SC/LAURENS
 AB1893  USGS QUAD   -  HICKORY TAVERN (1983)
 AB1893
 AB1893                         *CURRENT SURVEY CONTROL
 AB1893  ___________________________________________________________________
 AB1893* NAD 83(1986)-  34 30 18.     (N)    082 13 49.     (W)     SCALED    
 AB1893* NAVD 88     -       194.448  (meters)     637.95   (feet)  ADJUSTED  
 AB1893  ___________________________________________________________________
 AB1893  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AB1893  DYNAMIC HT  -         194.252 (meters)     637.31  (feet)  COMP
 AB1893  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 AB1893
 AB1893  VERT ORDER  -  FIRST     CLASS II
 AB1893
 AB1893.The horizontal coordinates were scaled from a topographic map and have
 AB1893.an estimated accuracy of +/- 6 seconds.
 AB1893
 AB1893.The orthometric height was determined by differential leveling
 AB1893.and adjusted by the National Geodetic Survey in September 1998..
 AB1893
 AB1893.The geoid height was determined by GEOID03.
 AB1893
 AB1893.The dynamic height is computed by dividing the NAVD 88
 AB1893.geopotential number by the normal gravity value computed on the
 AB1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1893.degrees latitude (g = 980.6199 gals.).
 AB1893
 AB1893.The modeled gravity was interpolated from observed gravity values.
 AB1893
 AB1893;                    North         East    Units  Estimated Accuracy
 AB1893;SPC SC       -   296,960.      496,630.      MT  (+/- 180 meters Scaled)
 AB1893
 AB1893                          SUPERSEDED SURVEY CONTROL
 AB1893
 AB1893.No superseded survey control is available for this station.
 AB1893
 AB1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU870188(NAD 83)
 AB1893_MARKER: DD = SURVEY DISK
 AB1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1893_STAMPING: 30 025 1994
 AB1893_MARK LOGO: SCGS  
 AB1893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1893+STABILITY: SURFACE MOTION
 AB1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1893+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2001
 AB1893
 AB1893  HISTORY     - Date     Condition        Report By
 AB1893  HISTORY     - 1994     MONUMENTED       SCGS
 AB1893  HISTORY     - 20000626 GOOD             SCGS
 AB1893  HISTORY     - 20010329 GOOD             USPSQD
 AB1893
 AB1893                          STATION DESCRIPTION
 AB1893
 AB1893'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1893'STATION IS LOCATED 7.4 MILES (11.9 KM) NORTHEAST OF WARE SHOALS, 9.7
 AB1893'MILES (15.6 KM) SOUTHWEST OF GRAY COURT.  OWNERSHIP--SCDOT, DIRECTOR
 AB1893'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1893'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1893'76, STATE HIGHWAY 101 AND STATE ROAD 54 (NEELEY FERRY ROAD) IN HICKORY
 AB1893'TAVERN, GO WEST SOUTHWEST ON HIGHWAY 76 FOR 2.15 MILES (3.46 KM) TO
 AB1893'THE BRIDGE OVER REEDY CREEK AT TUMBLING SHOALS, CONTINUE ON HIGHWAY 76
 AB1893'FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE,
 AB1893'0.25 MILE (0.40 KM) EAST OF THE JUNCTION OF STATE ROAD 347 (DAIRY
 AB1893'ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET
 AB1893'(0.8 M) ABOVE THE HIGHWAY, 37.8 FEET (11.5 M) NORTH OF THE CENTER OF
 AB1893'THE HIGHWAY, 6.3 FEET (1.9 M) NORTHEAST OF THE POWER POLE WITH THREE
 AB1893'GUY WIRES, 136.9 FEET (41.7 M) WEST OF A BARBED WIRE FENCE CORNER,
 AB1893'206.9 FEET (63.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE MAIN PART
 AB1893'OF A MASONITE-SIDED HOUSE ACROSS THE HIGHWAY, 6.7 FEET (2.0 M) NORTH
 AB1893'NORTHEAST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1893
 AB1893                          STATION RECOVERY (2000)
 AB1893
 AB1893'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1893'STATION IS LOCATED 2.6 MILE (4.2 KM) SOUTHWEST OF HICKORY TAVERN, 12.3
 AB1893'MILES (19.8 KM) WEST OF LAURENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1893'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1893'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1893'76, STATE HIGHWAY 101, AND STATE ROAD 54 (NEELEY FERRY ROAD) IN
 AB1893'HICKORY TAVERN, GO WEST SOUTHWEST ON HIGHWAY 76 FOR 1.15 MILES (1.85
 AB1893'KM) TO THE BRIDGE OVER REEDY CREEK AT TUMBLING SHOALS, CONTINUE ON
 AB1893'HIGHWAY 76 FOR 0.45 MILES (0.72 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1893'POWER POLE, 0.25 MILE (0.40 KM) EAST OF THE JUNCTION OF STATE ROAD 347
 AB1893'(DAIRY ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1893'2.5 FEET (0.8 M) ABOVE THE HIGHWAY, 37.9 FEET (11.6 M) NORTH OF THE
 AB1893'CENTER OF THE HIGHWAY, 6.4 FEET (2.0 M) NORTHEAST OF THE POWER POLE
 AB1893'WITH THREE GUY WIRES, 44.3 FEET (13.5 M) EAST NORTHEAST OF A HIGH
 AB1893'PRESSURE GAS LINE WARNING POST, 136.7 FEET (41.7 M) WEST OF A BARBED
 AB1893'WIRE FENCE CORNER POST, 6.9 FEET (2.1 M) NORTHEAST OF A WITNESS POST.
 AB1893'RECOVERED BY J.B.  SMOAK.
 AB1893
 AB1893                          STATION RECOVERY (2001)
 AB1893
 AB1893'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1894 ***********************************************************************
 AB1894  DESIGNATION -  30 026
 AB1894  PID         -  AB1894
 AB1894  STATE/COUNTY-  SC/LAURENS
 AB1894  USGS QUAD   -  HICKORY TAVERN (1983)
 AB1894
 AB1894                         *CURRENT SURVEY CONTROL
 AB1894  ___________________________________________________________________
 AB1894* NAD 83(1986)-  34 30 08.     (N)    082 14 51.     (W)     SCALED    
 AB1894* NAVD 88     -       207.396  (meters)     680.43   (feet)  ADJUSTED  
 AB1894  ___________________________________________________________________
 AB1894  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AB1894  DYNAMIC HT  -         207.187 (meters)     679.75  (feet)  COMP
 AB1894  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 AB1894
 AB1894  VERT ORDER  -  FIRST     CLASS II
 AB1894
 AB1894.The horizontal coordinates were scaled from a topographic map and have
 AB1894.an estimated accuracy of +/- 6 seconds.
 AB1894
 AB1894.The orthometric height was determined by differential leveling
 AB1894.and adjusted by the National Geodetic Survey in September 1998..
 AB1894
 AB1894.The geoid height was determined by GEOID03.
 AB1894
 AB1894.The dynamic height is computed by dividing the NAVD 88
 AB1894.geopotential number by the normal gravity value computed on the
 AB1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1894.degrees latitude (g = 980.6199 gals.).
 AB1894
 AB1894.The modeled gravity was interpolated from observed gravity values.
 AB1894
 AB1894;                    North         East    Units  Estimated Accuracy
 AB1894;SPC SC       -   296,670.      495,050.      MT  (+/- 180 meters Scaled)
 AB1894
 AB1894                          SUPERSEDED SURVEY CONTROL
 AB1894
 AB1894.No superseded survey control is available for this station.
 AB1894
 AB1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU854185(NAD 83)
 AB1894_MARKER: DD = SURVEY DISK
 AB1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1894_STAMPING: 30 026 1994
 AB1894_MARK LOGO: SCGS  
 AB1894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1894+STABILITY: SURFACE MOTION
 AB1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1894+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2001
 AB1894
 AB1894  HISTORY     - Date     Condition        Report By
 AB1894  HISTORY     - 1994     MONUMENTED       SCGS
 AB1894  HISTORY     - 20000626 GOOD             SCGS
 AB1894  HISTORY     - 20010329 GOOD             USPSQD
 AB1894
 AB1894                          STATION DESCRIPTION
 AB1894
 AB1894'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1894'STATION IS LOCATED 7.2 MILES (11.6 KM) NORTH OF WARE SHOALS, 9.1 MILES
 AB1894'(14.6 KM) NORTHEAST OF HONEA PATH.  OWNERSHIP--LEE CRAY, ROUTE 3,
 AB1894'HONEA PATH, SC 29654.  TO REACH THE STATION FROM THE SOUTHEAST
 AB1894'JUNCTION OF U.S.  HIGHWAYS 25 AND 76 IN PRINCETON, 7.5 MILES (12.1 KM)
 AB1894'NORTH NORTHWEST OF WARE SHOALS, GO EAST SOUTHEAST ON HIGHWAY 76 FOR
 AB1894'1.9 MILES (3.1 KM) TO THE JUNCTION OF A PAVED ROAD (PAGE ROAD) ,
 AB1894'CONTINUE ON HIGHWAY 76 FOR 0.55 MILE (0.89 KM) TO A DRIVEWAY LEFT
 AB1894'LEADING TO A VINYL-SIDED HOUSE, TURN LEFT ON THE DRIVEWAY AND BEGIN
 AB1894'WALKING FOR ABOUT 300 FEET (91.4 M) TO THE STATION NEAR THE NORTHWEST
 AB1894'CORNER OF A PECAN GROVE IN THE BACK YARD.  STATION IS A CONCRETE POST
 AB1894'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 65.6 FEET (20.0 M)
 AB1894'SOUTH SOUTHWEST OF A TELEPHONE JUNCTION BOX, 48.3 FEET (14.7 M) SOUTH
 AB1894'OF THE CENTER OF THE PAVED ROAD (PAGE ROAD) , 194.7 FEET (59.3 M)
 AB1894'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 284.5 FEET (86.7 M)
 AB1894'NORTH OF THE CENTER OF HIGHWAY 76.  DESCRIBED BY R.W.  ROBERTS.
 AB1894
 AB1894                          STATION RECOVERY (2000)
 AB1894
 AB1894'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1894'STATION IS LOCATED 3.6 MILE (5.8 KM) SOUTHWEST OF HICKORY TAVERN, 13.3
 AB1894'MILES (21.4 KM) WEST OF LAURENS.  OWNERSHIP--LEE CRAY, ROUTE 3, HONEA
 AB1894'PATH, SC 29654.  TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 AB1894'U.S.  HIGHWAYS 25 AND 76 IN PRINCETON, 7.5 MILES (12.1 KM) NORTH
 AB1894'NORTHWEST OF WARE SHOALS, GO EAST SOUTHEAST ON HIGHWAY 76 FOR 1.9
 AB1894'MILES (3.1 KM) TO THE JUNCTION OF A PAVED ROAD LEFT (BOYCE PAGE ROAD)
 AB1894', TURN LEFT ON THE PAVED ROAD FOR 0.8 MILE (1.3 KM) TO THE STATION ON
 AB1894'THE RIGHT IN THE NORTHWEST CORNER OF A PECAN GROVE.  STATION IS A
 AB1894'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AB1894'ROAD, 47.8 FEET (14.6 M) SOUTH OF THE CENTER OF THE ROAD, 65.2 FEET
 AB1894'(19.9 M) SOUTH SOUTHWEST OF A TELEPHONE JUNCTION BOX, 194.9 FEET (59.4
 AB1894'M) NORTHEAST OF THE NORTHEAST CORNER OF A MANUFACTURED HOME, 284.5
 AB1894'FEET (86.7 M) NORTH OF THE CENTER OF HIGHWAY 76, 38.0 FEET (11.6 M)
 AB1894'SOUTH SOUTHEAST OF A WITNESS POST.  RECOVERED BY J.B. SMOAK.
 AB1894
 AB1894                          STATION RECOVERY (2001)
 AB1894
 AB1894'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1894'ADDRESS IS 16768 HIGHWAY 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1895 ***********************************************************************
 AB1895  DESIGNATION -  30 027
 AB1895  PID         -  AB1895
 AB1895  STATE/COUNTY-  SC/LAURENS
 AB1895  USGS QUAD   -  WARE SHOALS WEST (1971)
 AB1895
 AB1895                         *CURRENT SURVEY CONTROL
 AB1895  ___________________________________________________________________
 AB1895* NAD 83(1986)-  34 29 58.     (N)    082 16 01.     (W)     SCALED    
 AB1895* NAVD 88     -       218.889  (meters)     718.14   (feet)  ADJUSTED  
 AB1895  ___________________________________________________________________
 AB1895  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AB1895  DYNAMIC HT  -         218.668 (meters)     717.41  (feet)  COMP
 AB1895  MODELED GRAV-     979,619.3   (mgal)                       NAVD 88
 AB1895
 AB1895  VERT ORDER  -  FIRST     CLASS II
 AB1895
 AB1895.The horizontal coordinates were scaled from a topographic map and have
 AB1895.an estimated accuracy of +/- 6 seconds.
 AB1895
 AB1895.The orthometric height was determined by differential leveling
 AB1895.and adjusted by the National Geodetic Survey in September 1998..
 AB1895
 AB1895.The geoid height was determined by GEOID03.
 AB1895
 AB1895.The dynamic height is computed by dividing the NAVD 88
 AB1895.geopotential number by the normal gravity value computed on the
 AB1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1895.degrees latitude (g = 980.6199 gals.).
 AB1895
 AB1895.The modeled gravity was interpolated from observed gravity values.
 AB1895
 AB1895;                    North         East    Units  Estimated Accuracy
 AB1895;SPC SC       -   296,380.      493,260.      MT  (+/- 180 meters Scaled)
 AB1895
 AB1895                          SUPERSEDED SURVEY CONTROL
 AB1895
 AB1895.No superseded survey control is available for this station.
 AB1895
 AB1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU836182(NAD 83)
 AB1895_MARKER: DD = SURVEY DISK
 AB1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1895_STAMPING: 30 027 1994
 AB1895_MARK LOGO: SCGS  
 AB1895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1895+STABILITY: SURFACE MOTION
 AB1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1895+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2001
 AB1895
 AB1895  HISTORY     - Date     Condition        Report By
 AB1895  HISTORY     - 1994     MONUMENTED       SCGS
 AB1895  HISTORY     - 20000626 GOOD             SCGS
 AB1895  HISTORY     - 20010329 GOOD             USPSQD
 AB1895
 AB1895                          STATION DESCRIPTION
 AB1895
 AB1895'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1895'STATION IS LOCATED 7.1 MILES (11.4 KM) NORTH OF WARE SHOALS, 8.1 MILES
 AB1895'(13.0 KM) NORTHEAST OF HONEA PATH.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1895'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1895'803-737-1350.  TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 AB1895'U.S.  HIGHWAYS 25 AND 76 IN PRINCETON, 7.5 MILES (12.1 KM) NORTH
 AB1895'NORTHWEST OF WARE SHOALS, GO EAST SOUTHEAST ON HIGHWAY 76 FOR 1.35
 AB1895'MILES (2.17 KM) TO THE STATION NEAR A POWER POLE IN THE NORTHWEST
 AB1895'ANGLE OF A PAVED ROAD LEFT (WIND ROAD) AND IN LINE WITH THE WEST-EAST
 AB1895'FACE OF A VINYL-SIDED HOUSE ACROSS THE HIGHWAY, 0.25 MILE (0.40 KM)
 AB1895'WEST OF THE JUNCTION OF STATE ROAD 258 (HUMBERT ROAD) .  STATION IS A
 AB1895'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 AB1895'JUNCTION, 37.1 FEET (11.3 M) NORTH NORTHEAST OF THE CENTER OF THE
 AB1895'HIGHWAY, 17.3 FEET (5.3 M) WEST OF THE CENTER OF THE ROAD, 4.4 FEET
 AB1895'(1.3 M) EAST NORTHEAST OF THE POWER POLE NUMBER 101630/028883 WITH TWO
 AB1895'GUY WIRES, 96.5 FEET (29.4 M) NORTH NORTHEAST OF THE NORTHEAST CORNER
 AB1895'OF THE HOUSE, 10.5 FEET (3.2 M) NORTH OF A WITNESS POST BESIDE A
 AB1895'STREET SIGN.  DESCRIBED BY R.W.  ROBERTS.
 AB1895
 AB1895                          STATION RECOVERY (2000)
 AB1895
 AB1895'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1895'STATION IS LOCATED 7.1 MILES (11.4 KM) NORTH NORTHWEST OF WARE SHOALS,
 AB1895'14.4 MILES (23.2 KM) WEST OF LAURENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1895'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1895'803-737-1350.  TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 AB1895'U.S.  HIGHWAYS 25 AND 76 IN PRINCETON, 7.5 MILES (12.1 KM) NORTH
 AB1895'NORTHWEST OF WARE SHOALS, GO EAST SOUTHEAST ON HIGHWAY 76 FOR 1.35
 AB1895'MILES (2.17 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE
 AB1895'NORTHWEST ANGLE OF A PAVED ROAD (WIND ROAD) .  STATION IS A CONCRETE
 AB1895'POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 37.3
 AB1895'FEET (11.4 M) NORTH OF THE CENTER OF THE HIGHWAY, 16.6 FEET (5.1 M)
 AB1895'WEST NORTHWEST OF THE CENTER OF THE ROAD, 4.4 FEET (1.3 M) EAST
 AB1895'NORTHEAST OF POWER POLE NUMBER 101630/028883 WITH TWO GUY WIRES, 10.8
 AB1895'FEET (3.3 M) NORTH OF A WITNESS POST AT A ROAD SIGN.  RECOVERED BY
 AB1895'J.B.  SMOAK.
 AB1895
 AB1895                          STATION RECOVERY (2001)
 AB1895
 AB1895'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AB1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2101 ***********************************************************************
 DD2101  DESIGNATION -  30 35 MEA
 DD2101  PID         -  DD2101
 DD2101  STATE/COUNTY-  SC/MARION
 DD2101  USGS QUAD   -  SNOW ISLAND (1990)
 DD2101
 DD2101                         *CURRENT SURVEY CONTROL
 DD2101  ___________________________________________________________________
 DD2101* NAD 83(1986)-  33 51 29.     (N)    079 18 49.     (W)     SCALED    
 DD2101* NAVD 88     -         8.830  (meters)      28.97   (feet)  ADJUSTED  
 DD2101  ___________________________________________________________________
 DD2101  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DD2101  DYNAMIC HT  -           8.821 (meters)      28.94  (feet)  COMP
 DD2101  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 DD2101
 DD2101  VERT ORDER  -  FIRST     CLASS II
 DD2101
 DD2101.The horizontal coordinates were scaled from a topographic map and have
 DD2101.an estimated accuracy of +/- 6 seconds.
 DD2101
 DD2101.The orthometric height was determined by differential leveling
 DD2101.and adjusted by the National Geodetic Survey in June 1991..
 DD2101
 DD2101.The geoid height was determined by GEOID03.
 DD2101
 DD2101.The dynamic height is computed by dividing the NAVD 88
 DD2101.geopotential number by the normal gravity value computed on the
 DD2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2101.degrees latitude (g = 980.6199 gals.).
 DD2101
 DD2101.The modeled gravity was interpolated from observed gravity values.
 DD2101
 DD2101;                    North         East    Units  Estimated Accuracy
 DD2101;SPC SC       -   225,810.      765,620.      MT  (+/- 180 meters Scaled)
 DD2101
 DD2101                          SUPERSEDED SURVEY CONTROL
 DD2101
 DD2101  NGVD 29 (03/21/89)    9.136  (m)           29.97   (f) ADJUSTED    1 2
 DD2101
 DD2101.Superseded values are not recommended for survey control.
 DD2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2101.See file dsdata.txt to determine how the superseded data were derived.
 DD2101
 DD2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT560476(NAD 83)
 DD2101_MARKER: DB = BENCH MARK DISK
 DD2101_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD2101_SP_SET: CURB ABOVE ABUTMENT OF BRIDGE
 DD2101_STAMPING: 30 35 MEA 1984
 DD2101_MARK LOGO: USGS  
 DD2101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2101
 DD2101  HISTORY     - Date     Condition        Report By
 DD2101  HISTORY     - 1984     MONUMENTED       USGS
 DD2101  HISTORY     - 1986     GOOD             SCGS
 DD2101
 DD2101                          STATION DESCRIPTION
 DD2101
 DD2101'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2101'24.1 KM (15.0 MI) WEST FROM CONWAY.
 DD2101'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2101'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2101'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 15.6
 DD2101'KM (9.7 MI) WESTERLY ALONG HIGHWAY 378 TO THE JUNCTION OF STATE ROAD
 DD2101'24 (PEE DEE CROSSROADS), CONTINUE 9.1 KM (5.65 MI) WESTERLY ALONG
 DD2101'HIGHWAY 378, SET IN THE CURB AT THE NORTH-NORTHWEST CORNER OF A
 DD2101'BRIDGE, 1.85 KM (1.15 MI) EAST-SOUTHEAST OF THE JUNCTION OF STATE
 DD2101'HIGHWAY 908, 4.55 METERS (14.9 FT) NORTHEAST OF THE CENTER OF THE
 DD2101'HIGHWAY, 0.21 METER (0.7 FT) SOUTHEAST OF THE WEST CORNER OF THE
 DD2101'CURB.
 DD2101'THE MARK IS 1.4 METERS  SE FROM  A WITNESS POST
 DD2101'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2095 ***********************************************************************
 DD2095  DESIGNATION -  30 36 MEA
 DD2095  PID         -  DD2095
 DD2095  STATE/COUNTY-  SC/MARION
 DD2095  USGS QUAD   -  SNOW ISLAND (1990)
 DD2095
 DD2095                         *CURRENT SURVEY CONTROL
 DD2095  ___________________________________________________________________
 DD2095* NAD 83(1986)-  33 50 37.     (N)    079 16 39.     (W)     SCALED    
 DD2095* NAVD 88     -         8.800  (meters)      28.87   (feet)  ADJUSTED  
 DD2095  ___________________________________________________________________
 DD2095  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DD2095  DYNAMIC HT  -           8.791 (meters)      28.84  (feet)  COMP
 DD2095  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 DD2095
 DD2095  VERT ORDER  -  FIRST     CLASS II
 DD2095
 DD2095.The horizontal coordinates were scaled from a topographic map and have
 DD2095.an estimated accuracy of +/- 6 seconds.
 DD2095
 DD2095.The orthometric height was determined by differential leveling
 DD2095.and adjusted by the National Geodetic Survey in June 1991..
 DD2095
 DD2095.The geoid height was determined by GEOID03.
 DD2095
 DD2095.The dynamic height is computed by dividing the NAVD 88
 DD2095.geopotential number by the normal gravity value computed on the
 DD2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2095.degrees latitude (g = 980.6199 gals.).
 DD2095
 DD2095.The modeled gravity was interpolated from observed gravity values.
 DD2095
 DD2095;                    North         East    Units  Estimated Accuracy
 DD2095;SPC SC       -   224,260.      768,980.      MT  (+/- 180 meters Scaled)
 DD2095
 DD2095                          SUPERSEDED SURVEY CONTROL
 DD2095
 DD2095  NGVD 29 (03/21/89)    9.106  (m)           29.88   (f) ADJUSTED    1 2
 DD2095
 DD2095.Superseded values are not recommended for survey control.
 DD2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2095.See file dsdata.txt to determine how the superseded data were derived.
 DD2095
 DD2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT593461(NAD 83)
 DD2095_MARKER: DD = SURVEY DISK
 DD2095_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD2095_SP_SET: CURB ABOVE ABUTMENT OF BRIDGE
 DD2095_STAMPING: 30 36 MEA 1984
 DD2095_MARK LOGO: USGS  
 DD2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2095
 DD2095  HISTORY     - Date     Condition        Report By
 DD2095  HISTORY     - 1984     MONUMENTED       USGS
 DD2095  HISTORY     - 1986     GOOD             SCGS
 DD2095
 DD2095                          STATION DESCRIPTION
 DD2095
 DD2095'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2095'20.7 KM (12.85 MI) WEST FROM CONWAY.
 DD2095'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2095'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2095'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 15.6
 DD2095'KM (9.7 MI) WESTERLY ALONG HIGHWAY 378 TO THE JUNCTION OF STATE ROAD
 DD2095'24 (PEE DEE CROSSROADS), CONTINUE 5.4 KM (3.35 MI) WESTERLY ALONG
 DD2095'HIGHWAY 378, SET IN THE CURB AT THE NORTH-NORTHWEST CORNER OF A
 DD2095'BRIDGE, 0.65 KM (0.4 MI) EAST-SOUTHEAST OF THE JUNCTION OF STATE ROAD
 DD2095'86, 4.45 METERS (14.6 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 DD2095'HIGHWAY, 0.27 METER (0.9 FT) EAST-SOUTHEAST OF THE WEST CORNER OF THE
 DD2095'CURB.
 DD2095'THE MARK IS 0.66 METERS  SE FROM  A WITNESS POST
 DD2095'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2091 ***********************************************************************
 DD2091  DESIGNATION -  30 37 MEA
 DD2091  PID         -  DD2091
 DD2091  STATE/COUNTY-  SC/HORRY
 DD2091  USGS QUAD   -  DONGOLA (1980)
 DD2091
 DD2091                         *CURRENT SURVEY CONTROL
 DD2091  ___________________________________________________________________
 DD2091* NAD 83(1986)-  33 50 11.     (N)    079 14 18.     (W)     SCALED    
 DD2091* NAVD 88     -         8.821  (meters)      28.94   (feet)  ADJUSTED  
 DD2091  ___________________________________________________________________
 DD2091  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DD2091  DYNAMIC HT  -           8.812 (meters)      28.91  (feet)  COMP
 DD2091  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 DD2091
 DD2091  VERT ORDER  -  FIRST     CLASS II
 DD2091
 DD2091.The horizontal coordinates were scaled from a topographic map and have
 DD2091.an estimated accuracy of +/- 6 seconds.
 DD2091
 DD2091.The orthometric height was determined by differential leveling
 DD2091.and adjusted by the National Geodetic Survey in June 1991..
 DD2091
 DD2091.The geoid height was determined by GEOID03.
 DD2091
 DD2091.The dynamic height is computed by dividing the NAVD 88
 DD2091.geopotential number by the normal gravity value computed on the
 DD2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2091.degrees latitude (g = 980.6199 gals.).
 DD2091
 DD2091.The modeled gravity was interpolated from observed gravity values.
 DD2091
 DD2091;                    North         East    Units  Estimated Accuracy
 DD2091;SPC SC       -   223,520.      772,620.      MT  (+/- 180 meters Scaled)
 DD2091
 DD2091                          SUPERSEDED SURVEY CONTROL
 DD2091
 DD2091  NGVD 29 (03/21/89)    9.126  (m)           29.94   (f) ADJUSTED    1 2
 DD2091
 DD2091.Superseded values are not recommended for survey control.
 DD2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2091.See file dsdata.txt to determine how the superseded data were derived.
 DD2091
 DD2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT630454(NAD 83)
 DD2091_MARKER: DD = SURVEY DISK
 DD2091_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD2091_SP_SET: CURB ABOVE ABUTMENT OF BRIDGE
 DD2091_STAMPING: 30 37 MEA 1984
 DD2091_MARK LOGO: USGS  
 DD2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2091
 DD2091  HISTORY     - Date     Condition        Report By
 DD2091  HISTORY     - 1984     MONUMENTED       USGS
 DD2091  HISTORY     - 1986     GOOD             SCGS
 DD2091
 DD2091                          STATION DESCRIPTION
 DD2091
 DD2091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2091'17.1 KM (10.6 MI) WEST FROM CONWAY.
 DD2091'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2091'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2091'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 15.6
 DD2091'KM (9.7 MI) WESTERLY ALONG HIGHWAY 378 TO THE JUNCTION OF STATE ROAD
 DD2091'24 (PEE DEE CROSSROADS), CONTINUE 1.55 KM (0.95 MI) WEST ALONG
 DD2091'HIGHWAY 378, SET IN THE TOP OF THE CURB AT THE NORTHWEST CORNER OF
 DD2091'THE BRIDGE OVER THE SINGLETON CREEK, 4.65 METERS (15.3 FT) NORTH OF
 DD2091'THE CENTER OF THE HIGHWAY, 0.27 METER (0.9 FT) SOUTHEAST OF THE END
 DD2091'OF THE CURB.
 DD2091'THE MARK IS 0.74 METERS  SE FROM  A WITNESS POST
 DD2091'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1688 ***********************************************************************
 DE1688  DESIGNATION -  30 HLZ
 DE1688  PID         -  DE1688
 DE1688  STATE/COUNTY-  SC/CLARENDON
 DE1688  USGS QUAD   -  JORDAN (1987)
 DE1688
 DE1688                         *CURRENT SURVEY CONTROL
 DE1688  ___________________________________________________________________
 DE1688* NAD 83(1986)-  33 33 29.     (N)    080 12 11.     (W)     SCALED    
 DE1688* NAVD 88     -        26.204  (meters)      85.97   (feet)  ADJUSTED  
 DE1688  ___________________________________________________________________
 DE1688  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DE1688  DYNAMIC HT  -          26.177 (meters)      85.88  (feet)  COMP
 DE1688  MODELED GRAV-     979,611.8   (mgal)                       NAVD 88
 DE1688
 DE1688  VERT ORDER  -  FIRST     CLASS II
 DE1688
 DE1688.The horizontal coordinates were scaled from a topographic map and have
 DE1688.an estimated accuracy of +/- 6 seconds.
 DE1688
 DE1688.The orthometric height was determined by differential leveling
 DE1688.and adjusted by the National Geodetic Survey in June 1991..
 DE1688
 DE1688.The geoid height was determined by GEOID03.
 DE1688
 DE1688.The dynamic height is computed by dividing the NAVD 88
 DE1688.geopotential number by the normal gravity value computed on the
 DE1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1688.degrees latitude (g = 980.6199 gals.).
 DE1688
 DE1688.The modeled gravity was interpolated from observed gravity values.
 DE1688
 DE1688;                    North         East    Units  Estimated Accuracy
 DE1688;SPC SC       -   191,550.      683,590.      MT  (+/- 180 meters Scaled)
 DE1688
 DE1688                          SUPERSEDED SURVEY CONTROL
 DE1688
 DE1688  NGVD 29 (03/21/89)   26.500  (m)           86.94   (f) ADJUSTED    1 2
 DE1688
 DE1688.Superseded values are not recommended for survey control.
 DE1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1688.See file dsdata.txt to determine how the superseded data were derived.
 DE1688
 DE1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT739134(NAD 83)
 DE1688_MARKER: DD = SURVEY DISK
 DE1688_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE1688_SP_SET: CURB OF BRIDGE
 DE1688_STAMPING: 30 HLZ 1972
 DE1688_MARK LOGO: USGS  
 DE1688_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1688+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 DE1688
 DE1688  HISTORY     - Date     Condition        Report By
 DE1688  HISTORY     - 1972     MONUMENTED       USGS
 DE1688  HISTORY     - 1984     GOOD             SCGS
 DE1688  HISTORY     - 20041012 GOOD             SCGS
 DE1688
 DE1688                          STATION DESCRIPTION
 DE1688
 DE1688'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1688'5.4 KM (3.35 MI) SOUTH FROM JORDAN.
 DE1688'5.4 KILOMETERS (3.35 MILES) SOUTH ALONG STATE HIGHWAY 260 FROM THE
 DE1688'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN, SET VERTICALLY IN THE
 DE1688'NORTHEAST CORNER OF A BRIDGE CROSSING BIRCH BRANCH.
 DE1688'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DE1688
 DE1688                          STATION RECOVERY (2004)
 DE1688
 DE1688'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1688'STATION IS LOCATED 9.15 MILES EAST SOUTHEAST OF SUMMERTON, 9.45 MILES
 DE1688'SOUTH OF MANNING.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE1688'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE1688'FROM THE JUNCTION OF U.S. HIGHWAY 301 (WINFIELD DRIVE) AND STATE
 DE1688'HIGHWAY 260 (MILL STREET) IN MANNING, GO SOUTH ON HIGHWAY 260 FOR 6.0
 DE1688'MILES TO THE  JUNCTION OF STATE ROAD 25 (OAK GROVE CHURCH ROAD) IN
 DE1688'JORDAN,  CONTINUE ON HIGHWAY  260 FOR 3.3 MILES TO THE STATION ON THE
 DE1688'LEFT SET VERTICALLY NEAR THE NORTHEAST CORNER  OF A CONCRETE BRIDGE
 DE1688'OVER BIRCH BRANCH. STATION IS A DISK SET VERTICALLY IN THE CURB OF THE
 DE1688'BRIDGE AND 0.5 FOOT ABOVE THE  HIGHWAY, 1.0 FOOT SOUTH OF THE NORTH
 DE1688'END OF THE CURB. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8557 ***********************************************************************
 DE8557  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8557  DESIGNATION -  30 NE 14
 DE8557  PID         -  DE8557
 DE8557  STATE/COUNTY-  SC/AIKEN
 DE8557  USGS QUAD   -  AIKEN NW (1982)
 DE8557
 DE8557                         *CURRENT SURVEY CONTROL
 DE8557  ___________________________________________________________________
 DE8557* NAD 83(2001)-  33 38 21.02587(N)    081 38 01.50246(W)     ADJUSTED  
 DE8557* NAVD 88     -       158.39   (meters)     519.7    (feet)  GPS OBS   
 DE8557  ___________________________________________________________________
 DE8557  X           -     773,427.070 (meters)                     COMP
 DE8557  Y           -  -5,259,072.483 (meters)                     COMP
 DE8557  Z           -   3,513,266.917 (meters)                     COMP
 DE8557  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DE8557  ELLIP HEIGHT-         127.77  (meters)          (03/13/03) GPS OBS
 DE8557  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DE8557
 DE8557  HORZ ORDER  -  FIRST
 DE8557  ELLP ORDER  -  FOURTH    CLASS II
 DE8557
 DE8557.The horizontal coordinates were established by GPS observations
 DE8557.and adjusted by the National Geodetic Survey in March 2003..
 DE8557
 DE8557.The orthometric height was determined by GPS observations and a
 DE8557.high-resolution geoid model using precise GPS observation and
 DE8557.processing techniques.
 DE8557
 DE8557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8557
 DE8557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8557
 DE8557.The ellipsoidal height was determined by GPS observations
 DE8557.and is referenced to NAD 83.
 DE8557
 DE8557.The geoid height was determined by GEOID03.
 DE8557
 DE8557;                    North         East     Units Scale Factor Converg.
 DE8557;SPC SC       -   200,440.786   550,817.179   MT  0.99979379   -0 21 04.9
 DE8557;SPC SC       -   657,614.13  1,807,142.98   iFT  0.99979379   -0 21 04.9
 DE8557;UTM  17      - 3,722,329.528   441,227.738   MT  0.99964258   -0 21 03.9
 DE8557
 DE8557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8557!SPC SC       -   0.99997994  x   0.99979379  =   0.99977374
 DE8557!UTM  17      -   0.99997994  x   0.99964258  =   0.99962253
 DE8557
 DE8557                          SUPERSEDED SURVEY CONTROL
 DE8557
 DE8557  NAD 83(1986)-  33 38 21.03665(N)    081 38 01.49853(W) AD(       ) 1
 DE8557  NAD 83(1995)-  33 38 21.02589(N)    081 38 01.50222(W) AD(       ) 1
 DE8557  ELLIP H (11/18/02)  127.81   (m)                       GP(       ) 4 2
 DE8557
 DE8557.Superseded values are not recommended for survey control.
 DE8557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8557.See file dsdata.txt to determine how the superseded data were derived.
 DE8557
 DE8557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT4122822330(NAD 83)
 DE8557_MARKER: P = PIPE CAP
 DE8557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE8557_STAMPING: 30 NE 14 1992
 DE8557_MARK LOGO: SC0020
 DE8557_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8557+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 DE8557
 DE8557  HISTORY     - Date     Condition        Report By
 DE8557  HISTORY     - 1992     MONUMENTED       SC0020
 DE8557  HISTORY     - 20000801 GOOD             SCGS
 DE8557
 DE8557                          STATION DESCRIPTION
 DE8557
 DE8557'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8557'STATION IS LOCATED 7.3 MILES (11.7 KM) NORTHEAST OF AIKEN, 15.75 MILES
 DE8557'(25.35 KM) WEST OF WAGENER.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE8557'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE8557'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DE8557'INTERSTATE 20 (EXIT 22) AND U.S.  HIGHWAY 1, 7.5 MILES (12.1 KM)
 DE8557'NORTHEAST OF AIKEN, GO SOUTH ON HIGHWAY 1 FOR 1.2 MILES (1.9 KM) TO
 DE8557'THE JUNCTION OF STATE ROAD 207 (BEAVERDAM ROAD) , TURN LEFT ON ROAD
 DE8557'207 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 49 (WIRE
 DE8557'ROAD) , CONTINUE ON ROAD 207 FOR 1.5 MILES (2.4 KM) TO THE STATION ON
 DE8557'THE LEFT ACROSS THE ROAD FROM THE BEAVERDAM BAPTIST CHURCH.  STATION
 DE8557'IS A PIPE MARK WITH CAP SURROUNDING A PVC PIPE RECESSED 0.5 FOOT (15.2
 DE8557'CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 18.5 FEET (5.6 M) NORTHEAST
 DE8557'OF THE CENTER OF THE ROAD, 50.6 FEET (15.4 M) WEST NORTHWEST OF A
 DE8557'2.0-FOOT CEDAR TREE WITH A SCGS REFERENCE WASHER ATTACHED, 101.6 FEET
 DE8557'(31.0 M) NORTH NORTHEAST OF A SECURITY LIGHT POLE NUMBER
 DE8557'33526/405-14-69-25 WITH TWO SECURITY LIGHTS, 137.8 FEET (42.0 M) EAST
 DE8557'NORTHEAST OF THE NORTH CORNER OF THE STUCCO PART OF THE CHURCH, 58.0
 DE8557'FEET (17.7 M) SOUTH OF A 1.3-FOOT OAK TREE WITH A SCGS REFERENCE
 DE8557'WASHER ATTACHED.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2898 ***********************************************************************
 CK2898  DESIGNATION -  30 WLC
 CK2898  PID         -  CK2898
 CK2898  STATE/COUNTY-  SC/COLLETON
 CK2898  USGS QUAD   -  NEYLES (1988)
 CK2898
 CK2898                         *CURRENT SURVEY CONTROL
 CK2898  ___________________________________________________________________
 CK2898* NAD 83(1986)-  32 52 16.     (N)    080 36 47.     (W)     SCALED    
 CK2898* NAVD 88     -        14.366  (meters)      47.13   (feet)  ADJUSTED  
 CK2898  ___________________________________________________________________
 CK2898  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2898  DYNAMIC HT  -          14.350 (meters)      47.08  (feet)  COMP
 CK2898  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 CK2898
 CK2898  VERT ORDER  -  FIRST     CLASS II
 CK2898
 CK2898.The horizontal coordinates were scaled from a topographic map and have
 CK2898.an estimated accuracy of +/- 6 seconds.
 CK2898
 CK2898.The orthometric height was determined by differential leveling
 CK2898.and adjusted by the National Geodetic Survey in June 1991..
 CK2898
 CK2898.The geoid height was determined by GEOID03.
 CK2898
 CK2898.The dynamic height is computed by dividing the NAVD 88
 CK2898.geopotential number by the normal gravity value computed on the
 CK2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2898.degrees latitude (g = 980.6199 gals.).
 CK2898
 CK2898.The modeled gravity was interpolated from observed gravity values.
 CK2898
 CK2898;                    North         East    Units  Estimated Accuracy
 CK2898;SPC SC       -   115,160.      645,810.      MT  (+/- 180 meters Scaled)
 CK2898
 CK2898                          SUPERSEDED SURVEY CONTROL
 CK2898
 CK2898  NGVD 29 (03/21/89)   14.653  (m)           48.07   (f) ADJUSTED    1 2
 CK2898
 CK2898.Superseded values are not recommended for survey control.
 CK2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2898.See file dsdata.txt to determine how the superseded data were derived.
 CK2898
 CK2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS361370(NAD 83)
 CK2898_MARKER: DD = SURVEY DISK
 CK2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2898_SP_SET: CONCRETE POST
 CK2898_STAMPING: 30 WLC 1982
 CK2898_MARK LOGO: USGS  
 CK2898_PROJECTION: FLUSH
 CK2898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2898+STABILITY: SURFACE MOTION
 CK2898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2898+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 CK2898
 CK2898  HISTORY     - Date     Condition        Report By
 CK2898  HISTORY     - 1982     MONUMENTED       USGS
 CK2898  HISTORY     - 1984     GOOD             SCGS
 CK2898  HISTORY     - 20050822 GOOD             SCGS
 CK2898
 CK2898                          STATION DESCRIPTION
 CK2898
 CK2898'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2898'6.1 KM (3.8 MI) SE FROM WALTERBORO.
 CK2898'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2898'IN WALTERBORO, THENCE 1.05 KILOMETERS (0.65 MILE) EAST ALONG U.S.
 CK2898'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 5.9 KILOMETES (3.65
 CK2898'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET NEAR A POWER POLE IN THE
 CK2898'SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-15-371,
 CK2898'26.1 METERS (85.5 FEET) SOUTHEAST OF THE SOUTHWEST CORNER OF THE ST.
 CK2898'PETERS C.M.E. CHURCH, 25.3 METERS (83.0 FEET) EAST-NORTHEAST OF THE
 CK2898'CENTERLINE OF THE HIGHWAY, 8.4 METERS (27.5 FEET) SOUTH-SOUTHEAST OF
 CK2898'THE CENTERLINE OF THE COUNTY ROAD, 0.9 METER (3.0 FEET)
 CK2898'SOUTH-SOUTHWEST OF THE POWER POLE.
 CK2898'THE MARK IS 0.60 M BELOW HIGHWAY.
 CK2898
 CK2898                          STATION RECOVERY (2005)
 CK2898
 CK2898'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2898'STATION IS LOCATED 3.9 MI (6.28 KM) SOUTHEAST OF WALTERBORO.
 CK2898'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2898'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 CK2898'OF STATE HIGHWAYS 64 WEST (ROBERTSON BOULEVARD), 64 EAST (HAMPTON
 CK2898'STREET) AND 64 BUSINESS (HAMPTON STREET) IN WALTERBORO, GO EAST
 CK2898'SOUTHEAST ON HIGHWAY 64 EAST FOR 2.9 MI (4.67 KM) TO THE STATION ON
 CK2898'THE LEFT NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF STATE ROAD 371
 CK2898'(SAINT PETERS ROAD) AND ACROSS THE HIGHWAY FROM THE SAINT PETERS
 CK2898'CHURCH. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FT
 CK2898'(0.3 M) BELOW THE HIGHWAY, 81.8 FT (24.9 M) EAST NORTHEAST OF THE
 CK2898'CENTER OF THE HIGHWAY 27.2 FT (8.3 M) SOUTH OF THE CENTER OF THE ROAD,
 CK2898'3.3 FT (1.0 M) SOUTH SOUTHWEST OF THE POWER POLE WITH GUY WIRE AND A
 CK2898'TRANSFORMER, 4.3 FT (1.3 M) SOUTHWEST OF A TELEPHONE JUNCTION BOX
 CK2898'B/1R/23, 85.5 FT (26.1 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE
 CK2898'MAIN SANCTUARY AT THE CHURCH, 2.8 FEET SOUTH SOUTHWEST OF A WITNESS
 CK2898'POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0733 ***********************************************************************
 DE0733  DESIGNATION -  300
 DE0733  PID         -  DE0733
 DE0733  STATE/COUNTY-  SC/ORANGEBURG
 DE0733  USGS QUAD   -  SPRINGFIELD (1979)
 DE0733
 DE0733                         *CURRENT SURVEY CONTROL
 DE0733  ___________________________________________________________________
 DE0733* NAD 83(1986)-  33 29 52.     (N)    081 16 48.     (W)     SCALED    
 DE0733* NAVD 88     -        91.024  (meters)     298.63   (feet)  ADJUSTED  
 DE0733  ___________________________________________________________________
 DE0733  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DE0733  DYNAMIC HT  -          90.925 (meters)     298.31  (feet)  COMP
 DE0733  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 DE0733
 DE0733  VERT ORDER  -  SECOND    CLASS 0
 DE0733
 DE0733.The horizontal coordinates were scaled from a topographic map and have
 DE0733.an estimated accuracy of +/- 6 seconds.
 DE0733
 DE0733.The orthometric height was determined by differential leveling
 DE0733.and adjusted by the National Geodetic Survey in September 1998..
 DE0733
 DE0733.The geoid height was determined by GEOID03.
 DE0733
 DE0733.The dynamic height is computed by dividing the NAVD 88
 DE0733.geopotential number by the normal gravity value computed on the
 DE0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0733.degrees latitude (g = 980.6199 gals.).
 DE0733
 DE0733.The modeled gravity was interpolated from observed gravity values.
 DE0733
 DE0733;                    North         East    Units  Estimated Accuracy
 DE0733;SPC SC       -   184,620.      583,590.      MT  (+/- 180 meters Scaled)
 DE0733
 DE0733                          SUPERSEDED SURVEY CONTROL
 DE0733
 DE0733  NAVD 88 (06/15/91)   91.030  (m)          298.65   (f) UNKNOWN     2 0
 DE0733  NGVD 29 (??/??/92)   91.297  (m)          299.53   (f) ADJ UNCH    2 0
 DE0733
 DE0733.Superseded values are not recommended for survey control.
 DE0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0733.See file dsdata.txt to determine how the superseded data were derived.
 DE0733
 DE0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT739065(NAD 83)
 DE0733_MARKER: P = PIPE CAP
 DE0733_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0733_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0733_STAMPING: 300
 DE0733_MARK LOGO: USGS  
 DE0733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE0733+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1994
 DE0733
 DE0733  HISTORY     - Date     Condition        Report By
 DE0733  HISTORY     - UNK      MONUMENTED       USGS
 DE0733  HISTORY     - 1957     GOOD             NGS
 DE0733  HISTORY     - 19940616 GOOD             SCGS
 DE0733
 DE0733                          STATION DESCRIPTION
 DE0733
 DE0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0733'AT SPRINGFIELD.
 DE0733'ABOUT 0.1 MILE NW ALONG THE SOUTHERN RAILWAY FROM THE STATION OR
 DE0733'0.1 MILE NW ALONG NO. 39 S.C. HIGHWAY FROM THE MAIN CORNER IN
 DE0733'SPRINGFIELD, 40 FEET NE OF THE CENTER OF THE HIGHWAY, 37 FEET SE
 DE0733'OF THE CENTER LINE OF A CROSSING STREET, 20.5 FEET SW OF SW RAIL
 DE0733'OF THE MAIN LINE, 0.5 FOOT LOWER THAN TOP OF SAME, AND 2.1 FEET
 DE0733'HIGHER THAN THE CENTER OF THE HIGHWAY, AND THE MARK PROJECTS 0.7
 DE0733'FOOT ABOVE GROUND.
 DE0733
 DE0733                          STATION RECOVERY (1994)
 DE0733
 DE0733'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 DE0733'STATION IS LOCATED IN SPRINGFIELD.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE0733'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE0733'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE0733'HIGHWAYS 39 (FESTIVAL TRAIL ROAD) AND 4 (SPRINGFIELD ROAD) IN
 DE0733'SPRINGFIELD, GO NORTH NORTHWEST ON HIGHWAY 39 FOR 0.1 MILE (0.2 KM) TO
 DE0733'THE STATION IN THE SOUTHEAST ANGLE OF A PAVED CROSSOVER ROAD OVER A
 DE0733'SET OF RAILROAD TRACKS.  STATION IS A PIPE CAP ATTACHED TO A METAL
 DE0733'PIPE IMBEDDED IN THE GROUND PROJECTING 0.4 FOOT (12.2 CM) AND 3.0 FEET
 DE0733'(0.9 M) ABOVE THE HIGHWAY, 2.2 FEET (0.7 M) SOUTH SOUTHEAST OF A
 DE0733'0.4-FOOT SQUARE CONCRETE POST PROJECTING 2.5 FEET,36.0 FEET EAST
 DE0733'NORTHEAST OF THE CENTER OF THE HIGHWAY, 20.5 FEET (6.2 M) WEST
 DE0733'SOUTHWEST OF THE WEST RAIL OF THE TRACKS (DESTINED TO BE REMOVED) ,
 DE0733'35.5 FEET (10.8 M) SOUTH SOUTHEAST OF THE CENTER OF THE CROSSOVER
 DE0733'ROAD, 10.0 FEET (3.0 M) SOUTH SOUTHWEST OF A RAILROAD CROSSING SIGN
 DE0733'POST.  RECOVERED BY D.D.  WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0859 ***********************************************************************
 DE0859  DESIGNATION -  300.140
 DE0859  PID         -  DE0859
 DE0859  STATE/COUNTY-  SC/AIKEN
 DE0859  USGS QUAD   -  NEW ELLENTON SW (1989)
 DE0859
 DE0859                         *CURRENT SURVEY CONTROL
 DE0859  ___________________________________________________________________
 DE0859* NAD 83(1986)-  33 17 10.     (N)    081 39 55.     (W)     SCALED    
 DE0859* NAVD 88     -        91.186  (meters)     299.17   (feet)  ADJUSTED  
 DE0859  ___________________________________________________________________
 DE0859  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DE0859  DYNAMIC HT  -          91.087 (meters)     298.84  (feet)  COMP
 DE0859  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DE0859
 DE0859  VERT ORDER  -  FIRST     CLASS II
 DE0859
 DE0859.The horizontal coordinates were scaled from a topographic map and have
 DE0859.an estimated accuracy of +/- 6 seconds.
 DE0859
 DE0859.The orthometric height was determined by differential leveling
 DE0859.and adjusted by the National Geodetic Survey in June 1991..
 DE0859
 DE0859.The geoid height was determined by GEOID03.
 DE0859
 DE0859.The dynamic height is computed by dividing the NAVD 88
 DE0859.geopotential number by the normal gravity value computed on the
 DE0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0859.degrees latitude (g = 980.6199 gals.).
 DE0859
 DE0859.The modeled gravity was interpolated from observed gravity values.
 DE0859
 DE0859;                    North         East    Units  Estimated Accuracy
 DE0859;SPC SC       -   161,310.      547,640.      MT  (+/- 180 meters Scaled)
 DE0859
 DE0859                          SUPERSEDED SURVEY CONTROL
 DE0859
 DE0859  NGVD 29 (??/??/92)   91.440  (m)          300.00   (f) ADJ UNCH    1 2
 DE0859
 DE0859.Superseded values are not recommended for survey control.
 DE0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0859.See file dsdata.txt to determine how the superseded data were derived.
 DE0859
 DE0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS380832(NAD 83)
 DE0859_MARKER: DD = SURVEY DISK
 DE0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0859_STAMPING: N 7122369 E 62616.66 EL 300.140
 DE0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0859+STABILITY: SURFACE MOTION
 DE0859
 DE0859  HISTORY     - Date     Condition        Report By
 DE0859  HISTORY     - UNK      MONUMENTED       LOCENG
 DE0859  HISTORY     - 1961     GOOD             NGS
 DE0859  HISTORY     - 19920323 MARK NOT FOUND   SCGS
 DE0859
 DE0859                          STATION DESCRIPTION
 DE0859
 DE0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0859'9.6 MI NE FROM ELLENTON.
 DE0859'ABOUT 6.1 MILES NORTHEAST ALONG THE SAVANNAH RIVER PLANT ROAD NO.
 DE0859'3 FROM THE ATLANTIC COAST LINE RAILROAD CROSSING, THENCE 1.45
 DE0859'MILES NORTHWEST ON SAVANNAH RIVER PLANT ROAD NO. C, THENCE 1.2
 DE0859'MILES NORTH ON SAVANNAH RIVER PLANT ROAD NO. 4, THENCE 0.7 MILE
 DE0859'EAST ON SAVANNAH RIVER PLANT ROAD NO. E, THENCE 0.1 MILE NORTHEAST
 DE0859'ON A DRIVE TO AREA H (200) FROM THE JUNCTION OF ROAD NO. E AND
 DE0859'THIS DRIVE, IN AREA H (200), 0.2 MILE SOUTH OF THE MAIN GUARD
 DE0859'GATE, AT THE JUNCTION OF A STREET LEADING EAST, AT THE SOUTHWEST
 DE0859'CORNER OF AN OPEN LOT, 27 FEET EAST OF THE CENTER LINE OF THE
 DE0859'NORTH-SOUTH ROAD, 46 FEET NORTH OF THE CENTER LINE OF THE STREET
 DE0859'LEADING EAST, 54 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 1 FOOT
 DE0859'WEST OF A METAL POST PAINTED YELLOW AND BLACK, ABOUT LEVEL WITH
 DE0859'THE NORTH-SOUTH ROAD, AND IS SET IN THE TOP OF A CONCRETE POST
 DE0859'WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  NOTE-- AEC  = SAVANNAH
 DE0859'RIVER PLANT ENGINEERS.
 DE0859
 DE0859                          STATION RECOVERY (1992)
 DE0859
 DE0859'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0859'NOT RECOVERED, AREA DESCRIBED IN NOT ACCESSIBLE AND REQUIRED A
 DE0859'SECURITY CLEARANCE.
 DE0859'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1401 ***********************************************************************
 CJ1401  DESIGNATION -  3010 B
 CJ1401  PID         -  CJ1401
 CJ1401  STATE/COUNTY-  SC/CHARLESTON
 CJ1401  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1401
 CJ1401                         *CURRENT SURVEY CONTROL
 CJ1401  ___________________________________________________________________
 CJ1401* NAD 83(2001)-  32 45 18.16637(N)    079 51 08.89606(W)     ADJUSTED  
 CJ1401* NAVD 88     -         2.472  (meters)       8.11   (feet)  ADJUSTED  
 CJ1401  ___________________________________________________________________
 CJ1401  X           -     945,962.862 (meters)                     COMP
 CJ1401  Y           -  -5,285,207.348 (meters)                     COMP
 CJ1401  Z           -   3,431,127.107 (meters)                     COMP
 CJ1401  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CJ1401  ELLIP HEIGHT-         -30.88  (meters)          (03/27/03) GPS OBS
 CJ1401  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 CJ1401  DYNAMIC HT  -           2.469 (meters)       8.10  (feet)  COMP
 CJ1401  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 CJ1401
 CJ1401  HORZ ORDER  -  SECOND
 CJ1401  VERT ORDER  -  THIRD
 CJ1401  ELLP ORDER  -  FOURTH    CLASS II
 CJ1401
 CJ1401.The horizontal coordinates were established by GPS observations
 CJ1401.and adjusted by the National Geodetic Survey in March 2003..
 CJ1401
 CJ1401.The orthometric height was determined by differential leveling
 CJ1401.and adjusted by the National Geodetic Survey in April 1995..
 CJ1401
 CJ1401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1401
 CJ1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1401
 CJ1401.The ellipsoidal height was determined by GPS observations
 CJ1401.and is referenced to NAD 83.
 CJ1401
 CJ1401.The geoid height was determined by GEOID03.
 CJ1401
 CJ1401.The dynamic height is computed by dividing the NAVD 88
 CJ1401.geopotential number by the normal gravity value computed on the
 CJ1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1401.degrees latitude (g = 980.6199 gals.).
 CJ1401
 CJ1401.The modeled gravity was interpolated from observed gravity values.
 CJ1401
 CJ1401;                    North         East     Units Scale Factor Converg.
 CJ1401;SPC SC       -   102,816.666   717,124.794   MT  0.99991992   +0 38 10.3
 CJ1401;SPC SC       -   337,325.02  2,352,771.63   iFT  0.99991992   +0 38 10.3
 CJ1401;UTM  17      - 3,624,714.346   607,495.604   MT  0.99974248   +0 37 15.3
 CJ1401
 CJ1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1401!SPC SC       -   1.00000485  x   0.99991992  =   0.99992477
 CJ1401!UTM  17      -   1.00000485  x   0.99974248  =   0.99974733
 CJ1401
 CJ1401:                Primary Azimuth Mark                     Grid Az
 CJ1401:SPC SC       -  3020 B                                   086 15 03.4
 CJ1401:UTM  17      -  3020 B                                   086 15 58.4
 CJ1401
 CJ1401|---------------------------------------------------------------------|
 CJ1401| PID    Reference Object                     Distance      Geod. Az  |
 CJ1401|                                                           dddmmss.s |
 CJ1401| CJ1402 3020 B                              APPROX. 0.5 KM 0865313.7 |
 CJ1401|---------------------------------------------------------------------|
 CJ1401
 CJ1401                          SUPERSEDED SURVEY CONTROL
 CJ1401
 CJ1401  NAD 83(1995)-  32 45 18.16644(N)    079 51 08.89746(W) AD(       ) 2
 CJ1401  ELLIP H (12/20/99)  -30.91   (m)                       GP(       ) 4 1
 CJ1401  NAD 83(1986)-  32 45 18.17621(N)    079 51 08.90029(W) AD(       ) 2
 CJ1401  NGVD 29 (05/09/91)    2.771  (m)            9.09   (f) ADJUSTED    3 0
 CJ1401
 CJ1401.Superseded values are not recommended for survey control.
 CJ1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1401.See file dsdata.txt to determine how the superseded data were derived.
 CJ1401
 CJ1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0749624714(NAD 83)
 CJ1401_MARKER: DD = SURVEY DISK
 CJ1401_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1401_SP_SET: ALUMINUM ALLOY ROD
 CJ1401_STAMPING: 3010 B 1990
 CJ1401_MARK LOGO: SCCC  
 CJ1401_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1401_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1401+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1401_ROD/PIPE-DEPTH: 18.2 meters
 CJ1401
 CJ1401  HISTORY     - Date     Condition        Report By
 CJ1401  HISTORY     - 1990     MONUMENTED       NGS
 CJ1401  HISTORY     - 19950417 MARK NOT FOUND   SCGS
 CJ1401  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CJ1401
 CJ1401                          STATION DESCRIPTION
 CJ1401
 CJ1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1401'THE STATION IS LOCATED ON SULLIVANS ISLAND, ABOUT 2.55 KM (1.58 MI)
 CJ1401'SOUTH-SOUTHEAST OF MOUNT PLEASANT, ON THE NORTHEAST SIDE OF THE FOOT
 CJ1401'OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL, 4130 FABER PLACE,
 CJ1401'CHARLESTON, SC, 29405, PHONE 803-744-5838.
 CJ1401'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1401'BRIDGE OVER THE INTERNATIONAL COASTAL WATERWAY, GO SOUTHEAST ON STATE
 CJ1401'HIGHWAY 703 FOR 0.94 KM (0.58 MI) TO A POINT WHERE STATE HIGHWAY 703
 CJ1401'TURNS LEFT (JASPER BLVD.) AND STATION 22 1/2 STREET STRAIGHT AHEAD,
 CJ1401'CONTINUE STRAIGHT AHEAD ON STATION 22 1/2 STREET FOR 0.08 KM
 CJ1401'(0.05 MI) TO THE JUNCTION OF MIDDLE STREET, TURN RIGHT WESTERLY ON
 CJ1401'MIDDLE STREET FOR 0.94 KM (0.58 MI) TO THE JUNCTION OF STATION 18TH
 CJ1401'STREET, TURN LEFT SOUTH ON STATION 18TH STREET FOR 0.16 KM (0.10 MI)
 CJ1401'TO THE JUNCTION OF ALANTIC AVENUE, TURN RIGHT ON ALANTIC AVENUE FOR
 CJ1401'0.32 KM (0.20 MI) TO THE ENTRANCE OF THE SAND DUNES BEACH CLUB ON THE
 CJ1401'LEFT, TURN LEFT SOUTH INTO THE ENTRANCE DRIVE FOR 0.08 KM (0.05 MI)
 CJ1401'TO THE REAR OF THE DRIVE AND A TRACK ROAD LEADING TO THE BEACH AT THE
 CJ1401'SOUTHEAST CORNER OF THE PROPERTY, CONTINUE STRAIGHT AHEAD ON THE
 CJ1401'TRACK ROAD FOR 0.16 KM (0.10 MI) TO THE BEACH, TURN RIGHT ALONG THE
 CJ1401'BEACH FOR 0.64 KM (0.40 MI) TO A WASHED OUT (ALSO THE FOOT PATH
 CJ1401'LEADING TO STATION 16TH STREET), TURN RIGHT INTO THE WASH OUT FOR
 CJ1401'0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 CJ1401'THE STATION IS A STANDARD BERSTEN ALUMINUM ROD DRIVEN TO REFUSAL WITH
 CJ1401'A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED IN A
 CJ1401'4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES ABOVE
 CJ1401'THE GROUND.  LOCATED 114.7 M (376.3 FT) NORTH-NORTHEAST OF THE HIGH
 CJ1401'WATER MARK ALONG THE BEACH, 29.6 M (97.1 FT) EAST-SOUTHEAST OF THE
 CJ1401'CENTER OF THE FOOT PATH, 10.0 M (32.8 FT) SOUTH-SOUTHWEST OF THE TREE
 CJ1401'LINE AND 0.25 M (0.82 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 CJ1401'DESCRIBED BY M.L.M
 CJ1401
 CJ1401                          STATION RECOVERY (1995)
 CJ1401
 CJ1401'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ1401'NOT RECOVERED, SEARCH OF AREA REVEALED NEITHER THE MONUMENT OR ITS
 CJ1401'WITNESS POST, POSSIBLY STILL INTACT.  RECOVERY BY C.E.  GEOGHEGAN.
 CJ1401
 CJ1401                          STATION RECOVERY (1997)
 CJ1401
 CJ1401'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1402 ***********************************************************************
 CJ1402  DESIGNATION -  3020 B
 CJ1402  PID         -  CJ1402
 CJ1402  STATE/COUNTY-  SC/CHARLESTON
 CJ1402  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1402
 CJ1402                         *CURRENT SURVEY CONTROL
 CJ1402  ___________________________________________________________________
 CJ1402* NAD 83(2001)-  32 45 19.09972(N)    079 50 48.57544(W)     ADJUSTED  
 CJ1402* NAVD 88     -         2.528  (meters)       8.29   (feet)  ADJUSTED  
 CJ1402  ___________________________________________________________________
 CJ1402  X           -     946,480.805 (meters)                     COMP
 CJ1402  Y           -  -5,285,098.849 (meters)                     COMP
 CJ1402  Z           -   3,431,151.309 (meters)                     COMP
 CJ1402  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 CJ1402  ELLIP HEIGHT-         -30.84  (meters)          (03/27/03) GPS OBS
 CJ1402  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 CJ1402  DYNAMIC HT  -           2.525 (meters)       8.28  (feet)  COMP
 CJ1402  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CJ1402
 CJ1402  HORZ ORDER  -  SECOND
 CJ1402  VERT ORDER  -  THIRD
 CJ1402  ELLP ORDER  -  FOURTH    CLASS II
 CJ1402
 CJ1402.The horizontal coordinates were established by GPS observations
 CJ1402.and adjusted by the National Geodetic Survey in March 2003..
 CJ1402
 CJ1402.The orthometric height was determined by differential leveling
 CJ1402.and adjusted by the National Geodetic Survey in April 1995..
 CJ1402
 CJ1402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1402
 CJ1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1402
 CJ1402.The ellipsoidal height was determined by GPS observations
 CJ1402.and is referenced to NAD 83.
 CJ1402
 CJ1402.The geoid height was determined by GEOID03.
 CJ1402
 CJ1402.The dynamic height is computed by dividing the NAVD 88
 CJ1402.geopotential number by the normal gravity value computed on the
 CJ1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1402.degrees latitude (g = 980.6199 gals.).
 CJ1402
 CJ1402.The modeled gravity was interpolated from observed gravity values.
 CJ1402
 CJ1402;                    North         East     Units Scale Factor Converg.
 CJ1402;SPC SC       -   102,851.301   717,653.359   MT  0.99991985   +0 38 21.5
 CJ1402;SPC SC       -   337,438.65  2,354,505.77   iFT  0.99991985   +0 38 21.5
 CJ1402;UTM  17      - 3,624,748.835   608,024.084   MT  0.99974389   +0 37 26.4
 CJ1402
 CJ1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1402!SPC SC       -   1.00000484  x   0.99991985  =   0.99992469
 CJ1402!UTM  17      -   1.00000484  x   0.99974389  =   0.99974873
 CJ1402
 CJ1402:                Primary Azimuth Mark                     Grid Az
 CJ1402:SPC SC       -  3010 B                                   266 15 03.2
 CJ1402:UTM  17      -  3010 B                                   266 15 58.3
 CJ1402
 CJ1402|---------------------------------------------------------------------|
 CJ1402| PID    Reference Object                     Distance      Geod. Az  |
 CJ1402|                                                           dddmmss.s |
 CJ1402| CJ1401 3010 B                              APPROX. 0.5 KM 2665324.7 |
 CJ1402|---------------------------------------------------------------------|
 CJ1402
 CJ1402                          SUPERSEDED SURVEY CONTROL
 CJ1402
 CJ1402  NAD 83(1995)-  32 45 19.09980(N)    079 50 48.57684(W) AD(       ) 2
 CJ1402  ELLIP H (12/20/99)  -30.86   (m)                       GP(       ) 4 1
 CJ1402  NAD 83(1986)-  32 45 19.10966(N)    079 50 48.57962(W) AD(       ) 2
 CJ1402  NGVD 29 (05/09/91)    2.827  (m)            9.27   (f) ADJUSTED    3 0
 CJ1402
 CJ1402.Superseded values are not recommended for survey control.
 CJ1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1402.See file dsdata.txt to determine how the superseded data were derived.
 CJ1402
 CJ1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0802424749(NAD 83)
 CJ1402_MARKER: DD = SURVEY DISK
 CJ1402_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1402_SP_SET: ALUMINUM ALLOY ROD
 CJ1402_STAMPING: 3020 B 1990
 CJ1402_MARK LOGO: SCCC  
 CJ1402_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1402_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1402+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1402_ROD/PIPE-DEPTH: 16.5 meters
 CJ1402
 CJ1402  HISTORY     - Date     Condition        Report By
 CJ1402  HISTORY     - 1990     MONUMENTED       NGS
 CJ1402  HISTORY     - 19950417 MARK NOT FOUND   SCGS
 CJ1402  HISTORY     - 19970622 GOOD             USPSQD
 CJ1402
 CJ1402                          STATION DESCRIPTION
 CJ1402
 CJ1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1402'OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL, 4130 FABER PLACE,
 CJ1402'CHARLESTON, SC 29405, PHONE 803-744-5838.
 CJ1402'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1402'BRIDGE OVER THE INTERCOASTAL WATERWAY, GO SOUTHEAST ON STATE HIGHWAY
 CJ1402'703 FOR 0.94 KM (0.58 MI) TO A POINT WHERE STATE HIGHWAY 703 TURNS
 CJ1402'LEFT (JASPER BOULEVARD) AND STATION 22 1/2 STREET STRAIGHT AHEAD,
 CJ1402'CONTINUE STRAIGHT AHEAD ON STATION 22 1/2 STREET FOR 0.08 KM
 CJ1402'(0.05 MI) TO THE JUNCTION OF MIDDLE STREET, TURN RIGHT, WESTERLY, ON
 CJ1402'MIDDLE STREET FOR 0.94 KM (0.58 MI) TO THE JUNCTION OF STATION 18TH
 CJ1402'STREET.  TURN LEFT, SOUTH, ON STATION 18TH STREET FOR 0.16 KM
 CJ1402'(0.10 MI) TO THE JUNCTION OF ATLANTIC AVENUE, TURN RIGHT ON ATLANTIC
 CJ1402'AVENUE FOR 0.32 KM (0.20 MI) TO THE ENTRANCE OF THE SAND DUNES BEACH
 CJ1402'CLUB ON THE LEFT, TURN LEFT, SOUTH, INTO THE ENTRANCE DRIVE FOR 0.08
 CJ1402'KM (0.05 MI) TO THE REAR OF THE DRIVE AND A TRACK ROAD LEADING TO THE
 CJ1402'BEACH AT THE SOUTHEAST CORNER OF THE PROPERTY, CONTINUE STRAIGHT
 CJ1402'AHEAD ON THE TRACK ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 CJ1402'LEFT,  A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1402'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1402'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1402'ABOVE THE GROUND.  LOCATED 79.0 M (259.2 FT) NORTH OF THE HIGH WATER
 CJ1402'MARK ALONG THE BEACH, 18.4 M (60.4 FT) EAST OF THE CENTER OF THE
 CJ1402'TRACK ROAD AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 CJ1402
 CJ1402                          STATION RECOVERY (1995)
 CJ1402
 CJ1402'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ1402'NOT RECOVERED, SEARCH OF AREA REVEALED NEITHER THE MONUMENT OR ITS
 CJ1402'WITNESS POST, POSSIBLY STILL INTACT.  RECOVERY BY C.E.  GEOGHEGAN.
 CJ1402
 CJ1402                          STATION RECOVERY (1997)
 CJ1402
 CJ1402'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1403 ***********************************************************************
 CJ1403  DESIGNATION -  3035 B
 CJ1403  PID         -  CJ1403
 CJ1403  STATE/COUNTY-  SC/CHARLESTON
 CJ1403  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1403
 CJ1403                         *CURRENT SURVEY CONTROL
 CJ1403  ___________________________________________________________________
 CJ1403* NAD 83(2001)-  32 45 28.29259(N)    079 50 29.68822(W)     ADJUSTED  
 CJ1403* NAVD 88     -         2.418  (meters)       7.93   (feet)  ADJUSTED  
 CJ1403  ___________________________________________________________________
 CJ1403  X           -     946,937.699 (meters)                     COMP
 CJ1403  Y           -  -5,284,861.211 (meters)                     COMP
 CJ1403  Z           -   3,431,389.384 (meters)                     COMP
 CJ1403  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CJ1403  ELLIP HEIGHT-         -30.99  (meters)          (03/27/03) GPS OBS
 CJ1403  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 CJ1403  DYNAMIC HT  -           2.416 (meters)       7.93  (feet)  COMP
 CJ1403  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 CJ1403
 CJ1403  HORZ ORDER  -  SECOND
 CJ1403  VERT ORDER  -  THIRD
 CJ1403  ELLP ORDER  -  FOURTH    CLASS II
 CJ1403
 CJ1403.The horizontal coordinates were established by GPS observations
 CJ1403.and adjusted by the National Geodetic Survey in March 2003..
 CJ1403
 CJ1403.The orthometric height was determined by differential leveling
 CJ1403.and adjusted by the National Geodetic Survey in April 1995..
 CJ1403
 CJ1403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1403
 CJ1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1403
 CJ1403.The ellipsoidal height was determined by GPS observations
 CJ1403.and is referenced to NAD 83.
 CJ1403
 CJ1403.The geoid height was determined by GEOID03.
 CJ1403
 CJ1403.The dynamic height is computed by dividing the NAVD 88
 CJ1403.geopotential number by the normal gravity value computed on the
 CJ1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1403.degrees latitude (g = 980.6199 gals.).
 CJ1403
 CJ1403.The modeled gravity was interpolated from observed gravity values.
 CJ1403
 CJ1403;                    North         East     Units Scale Factor Converg.
 CJ1403;SPC SC       -   103,139.950   718,141.761   MT  0.99991915   +0 38 32.0
 CJ1403;SPC SC       -   338,385.66  2,356,108.14   iFT  0.99991915   +0 38 32.0
 CJ1403;UTM  17      - 3,625,037.302   608,512.478   MT  0.99974519   +0 37 36.7
 CJ1403
 CJ1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1403!SPC SC       -   1.00000487  x   0.99991915  =   0.99992402
 CJ1403!UTM  17      -   1.00000487  x   0.99974519  =   0.99975005
 CJ1403
 CJ1403                          SUPERSEDED SURVEY CONTROL
 CJ1403
 CJ1403  NAD 83(1995)-  32 45 28.29267(N)    079 50 29.68958(W) AD(       ) 2
 CJ1403  ELLIP H (12/20/99)  -31.02   (m)                       GP(       ) 4 1
 CJ1403  NAD 83(1986)-  32 45 28.30287(N)    079 50 29.69216(W) AD(       ) 2
 CJ1403  NGVD 29 (05/09/91)    2.718  (m)            8.92   (f) ADJUSTED    3 0
 CJ1403
 CJ1403.Superseded values are not recommended for survey control.
 CJ1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1403.See file dsdata.txt to determine how the superseded data were derived.
 CJ1403
 CJ1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0851225037(NAD 83)
 CJ1403_MARKER: DD = SURVEY DISK
 CJ1403_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CJ1403_SP_SET: SEWER MANHOLE
 CJ1403_STAMPING: 3035 B 1990
 CJ1403_MARK LOGO: SCCC  
 CJ1403_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1403+STABILITY: SURFACE MOTION
 CJ1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1403+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1403
 CJ1403  HISTORY     - Date     Condition        Report By
 CJ1403  HISTORY     - 1990     MONUMENTED       NGS
 CJ1403  HISTORY     - 19950417 MARK NOT FOUND   SCGS
 CJ1403  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CJ1403
 CJ1403                          STATION DESCRIPTION
 CJ1403
 CJ1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1403'OWNERSHIP--SCHDPT PRECONSTRUCTION ENGINEER, P.O. BOX
 CJ1403'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1403'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1403'BRIDGE OVER THE INTERCOASTAL WATERWAY, GO SOUTHEAST ON STATE HIGHWAY
 CJ1403'703 FOR 0.94 KM (0.58 MI) TO A POINT WHERE STATE HIGHWAY 703 TURNS
 CJ1403'LEFT (JASPER BOULEVARD) AND STATION 22 1/2 STREET STRAIGHT AHEAD,
 CJ1403'CONTINUE STRAIGHT AHEAD ON STATION 22 1/2 STREET FOR 0.08 KM
 CJ1403'(0.05 MI) TO THE JUNCTION OF MIDDLE STREET, TURN RIGHT, WESTERLY, ON
 CJ1403'MIDDLE STREET FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF STATION 19TH
 CJ1403'STREET, TURN LEFT, SOUTHEAST, ON STATION 19TH STREET FOR 0.24 KM
 CJ1403'(0.15 MI) TO THE END OF STATION 19TH STREET AND THE STATION IN TOP OF
 CJ1403'THE EAST SIDE OF THE CONCRETE FOUNDATION OF A SEWER MANHOLE COVER.
 CJ1403'THE STATION IS A STANDARD SCCC BRONZE SURVEY DISK SET IN TOP OF THE
 CJ1403'EAST SIDE OF THE CONCRETE FOUNDATION OF A SEWER MANHOLE COVER, ABOUT
 CJ1403'FLUSH WITH THE SAND.  LOCATED 10.2 M (33.5 FT) NORTHEAST OF POWER
 CJ1403'POLE 341197, 4.8 M (15.7 FT) NORTHEAST OF THE EXTENDED CENTER OF
 CJ1403'STATION 19TH STREET, 4.5 M (14.8 FT) SOUTHEAST OF THE CENTER OF A
 CJ1403'DEAD END PAVED ROAD LEADING NORTHEAST, 0.5 M (1.6 FT) EAST OF THE
 CJ1403'CENTER OF THE METAL SEWER MANHOLE COVER AND 0.25 M (0.82 FT) WEST OF
 CJ1403'A FIBERGLASS WITNESS POST.
 CJ1403
 CJ1403                          STATION RECOVERY (1995)
 CJ1403
 CJ1403'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ1403'NOT RECOVERED, SEARCH OF AREA REVEALED NEITHER THE MONUMENT OR ITS
 CJ1403'WITNESS POST, PROBABLY DESTROYED WHEN MANHOLE WAS REPAIRED.  RECOVERY
 CJ1403'BY C.E.  GEOGHEGAN.
 CJ1403
 CJ1403                          STATION RECOVERY (1997)
 CJ1403
 CJ1403'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0860 ***********************************************************************
 DE0860  DESIGNATION -  303.967
 DE0860  PID         -  DE0860
 DE0860  STATE/COUNTY-  SC/AIKEN
 DE0860  USGS QUAD   -  NEW ELLENTON SW (1989)
 DE0860
 DE0860                         *CURRENT SURVEY CONTROL
 DE0860  ___________________________________________________________________
 DE0860* NAD 83(1986)-  33 17 07.     (N)    081 40 03.     (W)     SCALED    
 DE0860* NAVD 88     -        92.357  (meters)     303.01   (feet)  ADJUSTED  
 DE0860  ___________________________________________________________________
 DE0860  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DE0860  DYNAMIC HT  -          92.257 (meters)     302.68  (feet)  COMP
 DE0860  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 DE0860
 DE0860  VERT ORDER  -  FIRST     CLASS II
 DE0860
 DE0860.The horizontal coordinates were scaled from a topographic map and have
 DE0860.an estimated accuracy of +/- 6 seconds.
 DE0860
 DE0860.The orthometric height was determined by differential leveling
 DE0860.and adjusted by the National Geodetic Survey in June 1991..
 DE0860
 DE0860.The geoid height was determined by GEOID03.
 DE0860
 DE0860.The dynamic height is computed by dividing the NAVD 88
 DE0860.geopotential number by the normal gravity value computed on the
 DE0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0860.degrees latitude (g = 980.6199 gals.).
 DE0860
 DE0860.The modeled gravity was interpolated from observed gravity values.
 DE0860
 DE0860;                    North         East    Units  Estimated Accuracy
 DE0860;SPC SC       -   161,220.      547,430.      MT  (+/- 180 meters Scaled)
 DE0860
 DE0860                          SUPERSEDED SURVEY CONTROL
 DE0860
 DE0860  NGVD 29 (??/??/92)   92.611  (m)          303.84   (f) ADJ UNCH    1 2
 DE0860
 DE0860.Superseded values are not recommended for survey control.
 DE0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0860.See file dsdata.txt to determine how the superseded data were derived.
 DE0860
 DE0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS378831(NAD 83)
 DE0860_MARKER: DD = SURVEY DISK
 DE0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0860_STAMPING: N 71819.03 E 62616.66 ELEV 303.967
 DE0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0860+STABILITY: SURFACE MOTION
 DE0860
 DE0860  HISTORY     - Date     Condition        Report By
 DE0860  HISTORY     - UNK      MONUMENTED       LOCENG
 DE0860  HISTORY     - 1961     GOOD             NGS
 DE0860  HISTORY     - 19920323 MARK NOT FOUND   SCGS
 DE0860
 DE0860                          STATION DESCRIPTION
 DE0860
 DE0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0860'9.6 MI NE FROM ELLENTON.
 DE0860'ABOUT 6.1 MILES NORTHEAST ALONG THE SAVANNAH RIVER PLANT ROAD NO.
 DE0860'3 FROM THE ATLANTIC COAST LINE RAILROAD CROSSING, THENCE 1.45
 DE0860'MILES NORTHWEST ON SAVANNAH RIVER PLANT ROAD NO. C, THENCE 1.2
 DE0860'MILES NORTH ON SAVANNAH RIVER PLANT ROAD NO. 4, THENCE 0.7 MILE
 DE0860'EAST ON SAVANNAH RIVER PLANT ROAD NO. E, THENCE 0.1 MILE NORTHEAST
 DE0860'ON A DRIVE TO AREA H (200) FROM THE JUNCTION OF ROAD NO. E AND
 DE0860'THIS DRIVE, IN AREA H (200), 0.1 MILE SOUTH OF THE MAIN GUARD GATE,
 DE0860'AT THE FIRST STREET JUNCTION SOUTH OF THE GATE (STREETS OF
 DE0860'JUNCTION LEAD NORTH-SOUTH AND WEST), 26 1/2 FEET EAST OF THE
 DE0860'CENTER LINE OF THE NORTH-SOUTH ROAD, 36 FEET NORTHWEST OF THE
 DE0860'NORTHWEST CORNER OF THE CONCRETE BASE OF A WELL, 8 FEET NORTH OF
 DE0860'THE NORTH EDGE OF THE EAST-WEST SIDEWALK, ABOUT 1 1/2 FEET ABOVE
 DE0860'THE LEVEL OF THE STREET, ABOUT LEVEL WITH THE SIDEWALK, AND SET
 DE0860'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 DE0860'OF THE GROUND.
 DE0860
 DE0860                          STATION RECOVERY (1992)
 DE0860
 DE0860'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0860'NOT RECOVERED, AREA DESCRIBED IN NOT ACCESSIBLE AND REQUIRES A
 DE0860'SECURITY CLEARANCE.
 DE0860'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0862 ***********************************************************************
 DE0862  DESIGNATION -  304.232 SRPE
 DE0862  PID         -  DE0862
 DE0862  STATE/COUNTY-  SC/AIKEN
 DE0862  USGS QUAD   -  NEW ELLENTON SW (1989)
 DE0862
 DE0862                         *CURRENT SURVEY CONTROL
 DE0862  ___________________________________________________________________
 DE0862* NAD 83(1986)-  33 17 08.     (N)    081 40 16.     (W)     SCALED    
 DE0862* NAVD 88     -        92.447  (meters)     303.30   (feet)  ADJUSTED  
 DE0862  ___________________________________________________________________
 DE0862  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DE0862  DYNAMIC HT  -          92.347 (meters)     302.98  (feet)  COMP
 DE0862  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 DE0862
 DE0862  VERT ORDER  -  FIRST     CLASS II
 DE0862
 DE0862.The horizontal coordinates were scaled from a topographic map and have
 DE0862.an estimated accuracy of +/- 6 seconds.
 DE0862
 DE0862.The orthometric height was determined by differential leveling
 DE0862.and adjusted by the National Geodetic Survey in June 1991..
 DE0862
 DE0862.The geoid height was determined by GEOID03.
 DE0862
 DE0862.The dynamic height is computed by dividing the NAVD 88
 DE0862.geopotential number by the normal gravity value computed on the
 DE0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0862.degrees latitude (g = 980.6199 gals.).
 DE0862
 DE0862.The modeled gravity was interpolated from observed gravity values.
 DE0862
 DE0862;                    North         East    Units  Estimated Accuracy
 DE0862;SPC SC       -   161,250.      547,100.      MT  (+/- 180 meters Scaled)
 DE0862
 DE0862                          SUPERSEDED SURVEY CONTROL
 DE0862
 DE0862  NGVD 29 (??/??/92)   92.702  (m)          304.14   (f) ADJ UNCH    1 2
 DE0862
 DE0862.Superseded values are not recommended for survey control.
 DE0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0862.See file dsdata.txt to determine how the superseded data were derived.
 DE0862
 DE0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS375831(NAD 83)
 DE0862_MARKER: DD = SURVEY DISK
 DE0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0862_STAMPING: N 76750 E 54675 ELEV 304.232
 DE0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0862+STABILITY: SURFACE MOTION
 DE0862
 DE0862  HISTORY     - Date     Condition        Report By
 DE0862  HISTORY     - UNK      MONUMENTED       LOCENG
 DE0862  HISTORY     - 1961     GOOD             NGS
 DE0862
 DE0862                          STATION DESCRIPTION
 DE0862
 DE0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0862'9.8 MI NE FROM ELLENTON.
 DE0862'ABOUT 6.1 MILES NORTHEAST ALONG THE SAVANNAH RIVER PLANT ROAD NO.
 DE0862'3 FROM THE ATLANTIC COAST LINE RAILROAD CROSSING, THENCE 3.0 MILES
 DE0862'NORTHWEST ON SAVANNAH RIVER PLANT ROAD NO. C, THENCE 0.4 MILE EAST
 DE0862'ON SAVANNAH RIVER PLANT ROAD NO. E, THENCE 0.35 MILE NORTH ALONG
 DE0862'A BLACK TOP ROAD FROM ITS JUNCTION WITH ROAD NO. E, IN THE AREA
 DE0862'F (200), ABOUT 88 YARDS NORTH ALONG A BLACK TOP ROAD FROM WHERE
 DE0862'THE RAILROAD TRACK ENTERS THE AREA, 33 FEET EAST OF THE CENTER
 DE0862'LINE OF THE ROAD, 27 FEET WEST OF THE STEEL FENCE AROUND THE PLANT,
 DE0862'34 FEET NORTHWEST OF THE THIRD POWER POLE (NO. 59) NORTH OF THE
 DE0862'TRACK, 1 FOOT WEST OF A METAL POST PAINTED YELLOW AND BLACK, ABOUT
 DE0862'LEVEL WITH THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A
 DE0862'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0469 ***********************************************************************
 DE0469  DESIGNATION -  305
 DE0469  PID         -  DE0469
 DE0469  STATE/COUNTY-  SC/RICHLAND
 DE0469  USGS QUAD   -  COLUMBIA NORTH (1997)
 DE0469
 DE0469                         *CURRENT SURVEY CONTROL
 DE0469  ___________________________________________________________________
 DE0469* NAD 83(1986)-  34 00 34.     (N)    081 01 43.     (W)     SCALED    
 DE0469* NAVD 88     -        92.17   (+/-2cm)     302.4    (feet)  VERTCON   
 DE0469  ___________________________________________________________________
 DE0469  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DE0469
 DE0469  VERT ORDER  -  ? (See Below)
 DE0469
 DE0469.The horizontal coordinates were scaled from a topographic map and have
 DE0469.an estimated accuracy of +/- 6 seconds.
 DE0469
 DE0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0469.The vertical order pertains to the NGVD 29 superseded value.
 DE0469
 DE0469.The geoid height was determined by GEOID03.
 DE0469
 DE0469;                    North         East    Units  Estimated Accuracy
 DE0469;SPC SC       -   241,320.      606,960.      MT  (+/- 180 meters Scaled)
 DE0469
 DE0469                          SUPERSEDED SURVEY CONTROL
 DE0469
 DE0469  NGVD 29 (??/??/92)   92.407  (m)          303.17   (f) ADJ UNCH    ?  
 DE0469
 DE0469.Superseded values are not recommended for survey control.
 DE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0469.See file dsdata.txt to determine how the superseded data were derived.
 DE0469
 DE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT973632(NAD 83)
 DE0469_MARKER: DD = SURVEY DISK
 DE0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE0469_SP_SET: BUILDING
 DE0469_STAMPING: 305 COLUMBIA 1900
 DE0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE0469
 DE0469  HISTORY     - Date     Condition        Report By
 DE0469  HISTORY     - 1900     MONUMENTED       USGS
 DE0469  HISTORY     - 1960     GOOD             NGS
 DE0469  HISTORY     - 1965     GOOD             USGS
 DE0469  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 DE0469
 DE0469                          STATION DESCRIPTION
 DE0469
 DE0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0469'AT COLUMBIA.
 DE0469'AT COLUMBIA, AT COLUMBIA BIBLE COLLEGE WHICH COVERS THE CITY
 DE0469'BLOCK BETWEEN TAYLOR AND BLANDING STREETS EAST AND WEST, AND
 DE0469'PICKENS AND HENDERSON STREETS NORTH AND SOUTH, SET VERTICALLY
 DE0469'IN THE NORTH FACE OF THE NORTHWEST CORNER OF THE ONLY BUILDING
 DE0469'WITH LARGE CONCRETE COLUMNS ON BOTH THE NORTH AND SOUTH SIDES,
 DE0469'2 1/2 FEET EAST OF THE NORTHWEST CORNER, AND 2 1/2 FEET ABOVE
 DE0469'THE LEVEL OF THE GROUND.  (THIS BUILDING MAY BE MOVED IN THE
 DE0469'NEAR FUTURE.)
 DE0469
 DE0469                          STATION RECOVERY (1965)
 DE0469
 DE0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DE0469'RECOVERED IN GOOD CONDITION.
 DE0469
 DE0469                          STATION RECOVERY (1978)
 DE0469
 DE0469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 DE0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1404 ***********************************************************************
 CJ1404  DESIGNATION -  3050 B
 CJ1404  PID         -  CJ1404
 CJ1404  STATE/COUNTY-  SC/CHARLESTON
 CJ1404  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1404
 CJ1404                         *CURRENT SURVEY CONTROL
 CJ1404  ___________________________________________________________________
 CJ1404* NAD 83(2001)-  32 45 41.80118(N)    079 50 07.53957(W)     ADJUSTED  
 CJ1404* NAVD 88     -         2.305  (meters)       7.56   (feet)  ADJUSTED  
 CJ1404  ___________________________________________________________________
 CJ1404  X           -     947,465.428 (meters)                     COMP
 CJ1404  Y           -  -5,284,537.779 (meters)                     COMP
 CJ1404  Z           -   3,431,739.286 (meters)                     COMP
 CJ1404  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 CJ1404  ELLIP HEIGHT-         -31.08  (meters)          (03/27/03) GPS OBS
 CJ1404  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 CJ1404  DYNAMIC HT  -           2.303 (meters)       7.56  (feet)  COMP
 CJ1404  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 CJ1404
 CJ1404  HORZ ORDER  -  SECOND
 CJ1404  VERT ORDER  -  THIRD
 CJ1404  ELLP ORDER  -  FOURTH    CLASS II
 CJ1404
 CJ1404.The horizontal coordinates were established by GPS observations
 CJ1404.and adjusted by the National Geodetic Survey in March 2003..
 CJ1404
 CJ1404.The orthometric height was determined by differential leveling
 CJ1404.and adjusted by the National Geodetic Survey in April 1995..
 CJ1404
 CJ1404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1404
 CJ1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1404
 CJ1404.The ellipsoidal height was determined by GPS observations
 CJ1404.and is referenced to NAD 83.
 CJ1404
 CJ1404.The geoid height was determined by GEOID03.
 CJ1404
 CJ1404.The dynamic height is computed by dividing the NAVD 88
 CJ1404.geopotential number by the normal gravity value computed on the
 CJ1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1404.degrees latitude (g = 980.6199 gals.).
 CJ1404
 CJ1404.The modeled gravity was interpolated from observed gravity values.
 CJ1404
 CJ1404;                    North         East     Units Scale Factor Converg.
 CJ1404;SPC SC       -   103,562.509   718,713.517   MT  0.99991812   +0 38 44.3
 CJ1404;SPC SC       -   339,772.01  2,357,983.98   iFT  0.99991812   +0 38 44.3
 CJ1404;UTM  17      - 3,625,459.635   609,084.248   MT  0.99974672   +0 37 49.0
 CJ1404
 CJ1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1404!SPC SC       -   1.00000488  x   0.99991812  =   0.99992300
 CJ1404!UTM  17      -   1.00000488  x   0.99974672  =   0.99975160
 CJ1404
 CJ1404                          SUPERSEDED SURVEY CONTROL
 CJ1404
 CJ1404  NAD 83(1995)-  32 45 41.80125(N)    079 50 07.54094(W) AD(       ) 2
 CJ1404  ELLIP H (12/20/99)  -31.11   (m)                       GP(       ) 4 1
 CJ1404  NAD 83(1986)-  32 45 41.81127(N)    079 50 07.54366(W) AD(       ) 2
 CJ1404  NGVD 29 (05/09/91)    2.605  (m)            8.55   (f) ADJUSTED    3 0
 CJ1404
 CJ1404.Superseded values are not recommended for survey control.
 CJ1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1404.See file dsdata.txt to determine how the superseded data were derived.
 CJ1404
 CJ1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0908425460(NAD 83)
 CJ1404_MARKER: DD = SURVEY DISK
 CJ1404_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1404_SP_SET: ALUMINUM ALLOY ROD
 CJ1404_STAMPING: 3050 B 1990
 CJ1404_MARK LOGO: SCCC  
 CJ1404_PROJECTION: FLUSH
 CJ1404_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1404+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ1404_ROD/PIPE-DEPTH: 17.9 meters
 CJ1404
 CJ1404  HISTORY     - Date     Condition        Report By
 CJ1404  HISTORY     - 19970101 MONUMENTED       NGS
 CJ1404  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CJ1404  HISTORY     - 20020502 GOOD             SCGS
 CJ1404  HISTORY     - 20030621 GOOD             USPSQD
 CJ1404
 CJ1404                          STATION DESCRIPTION
 CJ1404
 CJ1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997
 CJ1404'OWNERSHIP--SCHDPT PRECONSTRUCTION ENGINEER, P.O. BOX
 CJ1404'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1404'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1404'BRIDGE OVER THE INTERCOASTAL WATERWAY, GO SOUTHEAST ON STATE HIGHWAY
 CJ1404'703 FOR 0.94 KM (0.58 MI) TO A POINT WHERE STATE HIGHWAY 703 TURNS
 CJ1404'LEFT (JASPER BOULEVARD) AND STATION 22 1/2 STREET STRAIGHT AHEAD,
 CJ1404'CONTINUE STRAIGHT AHEAD ON STATION 22 1/2 STREET FOR 0.24 KM
 CJ1404'(0.15 MI) TO THE JUNCTION OF ATLANTIC AVENUE AND THE STATION ON THE
 CJ1404'SOUTHEAST SIDE OF ATLANTIC AVENUE.
 CJ1404'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1404'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1404'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1404'ABOVE THE GROUND.  LOCATED 7.45 M (24.44 FT) SOUTHWEST OF A METAL
 CJ1404'SIGN POST (SPEED LIMIT 25 MPH), 5.1 M (16.7 FT) NORTHEAST OF THE
 CJ1404'EXTENDED CENTER OF STATION 22 1/2 STREET, 3.9 M (12.8 FT) SOUTHEAST
 CJ1404'OF THE CENTER OF ATLANTIC AVENUE, 1.4 M (4.6 FT) NORTHEAST OF POWER
 CJ1404'POLE 317699 AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS
 CJ1404'POST.
 CJ1404
 CJ1404                          STATION RECOVERY (1997)
 CJ1404
 CJ1404'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1404'MARK NOT FOUND.
 CJ1404
 CJ1404                          STATION RECOVERY (2002)
 CJ1404
 CJ1404'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CJ1404'RECOVERED AS DESCRIBED.
 CJ1404' 
 CJ1404' 
 CJ1404' 
 CJ1404' 
 CJ1404' 
 CJ1404'
 CJ1404
 CJ1404                          STATION RECOVERY (2003)
 CJ1404
 CJ1404'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ1404'THERE IS NO THREADED CAP PROJECTING 6 INCHES ABOVE GROUND, INSTEAD
 CJ1404'MARK IS ABOUT 6 INCHES BELOW GROUND.  THERE IS NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE6541 ***********************************************************************
 DE6541  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6541  DESIGNATION -  3050 C
 DE6541  PID         -  DE6541
 DE6541  STATE/COUNTY-  SC/CHARLESTON
 DE6541  USGS QUAD   -  FORT MOULTRIE (1979)
 DE6541
 DE6541                         *CURRENT SURVEY CONTROL
 DE6541  ___________________________________________________________________
 DE6541* NAD 83(2001)-  32 45 41.34072(N)    079 50 07.27512(W)     ADJUSTED  
 DE6541* NAVD 88     -         2.54   (meters)       8.3    (feet)  GPS OBS   
 DE6541  ___________________________________________________________________
 DE6541  X           -     947,473.597 (meters)                     COMP
 DE6541  Y           -  -5,284,544.335 (meters)                     COMP
 DE6541  Z           -   3,431,727.498 (meters)                     COMP
 DE6541  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 DE6541  ELLIP HEIGHT-         -30.82  (meters)          (03/13/03) GPS OBS
 DE6541  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DE6541
 DE6541  HORZ ORDER  -  FIRST
 DE6541  ELLP ORDER  -  FOURTH    CLASS I
 DE6541
 DE6541.The horizontal coordinates were established by GPS observations
 DE6541.and adjusted by the National Geodetic Survey in March 2003..
 DE6541
 DE6541.The orthometric height was determined by GPS observations and a
 DE6541.high-resolution geoid model using precise GPS observation and
 DE6541.processing techniques.
 DE6541
 DE6541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6541
 DE6541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6541
 DE6541.The ellipsoidal height was determined by GPS observations
 DE6541.and is referenced to NAD 83.
 DE6541
 DE6541.The geoid height was determined by GEOID03.
 DE6541
 DE6541;                    North         East     Units Scale Factor Converg.
 DE6541;SPC SC       -   103,548.404   718,720.559   MT  0.99991815   +0 38 44.4
 DE6541;SPC SC       -   339,725.73  2,358,007.08   iFT  0.99991815   +0 38 44.4
 DE6541;UTM  17      - 3,625,445.530   609,091.285   MT  0.99974674   +0 37 49.1
 DE6541
 DE6541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6541!SPC SC       -   1.00000484  x   0.99991815  =   0.99992299
 DE6541!UTM  17      -   1.00000484  x   0.99974674  =   0.99975158
 DE6541
 DE6541                          SUPERSEDED SURVEY CONTROL
 DE6541
 DE6541  NAD 83(1986)-  32 45 41.35184(N)    079 50 07.27971(W) AD(       ) 1
 DE6541  NAD 83(1995)-  32 45 41.34079(N)    079 50 07.27574(W) AD(       ) 1
 DE6541
 DE6541.Superseded values are not recommended for survey control.
 DE6541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6541.See file dsdata.txt to determine how the superseded data were derived.
 DE6541
 DE6541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0909125446(NAD 83)
 DE6541_MARKER: P = PIPE CAP
 DE6541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE6541_STAMPING: 3050C 1997
 DE6541_MARK LOGO: SCCC  
 DE6541_PROJECTION: FLUSH
 DE6541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6541+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 DE6541_ROD/PIPE-DEPTH:  0.9 meters
 DE6541
 DE6541  HISTORY     - Date     Condition        Report By
 DE6541  HISTORY     - 19970101 MONUMENTED       SCCC
 DE6541  HISTORY     - 20020502 GOOD             SCGS
 DE6541
 DE6541                          STATION DESCRIPTION
 DE6541
 DE6541'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE6541'STATION IS LOCATED 2.7 MILES SOUTHEAST OF MOUNT PLEASANT, 5.6 MILES
 DE6541'EAST OF
 DE6541'CHARLESTON. OWNERSHIP--TOWN OF SULLIVANS ISLAND, 1636 MIDDLE STREET,
 DE6541'P.O. BOX 427,
 DE6541'SULLIVANS ISLAND, SC 29482, PHONE 843-883-3198.
 DE6541'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 526 BUSINESS SPUR
 DE6541'(CHUCK
 DE6541'DAWLEY BOULEVARD) AND STATE HIGHWAY 703 (COLEMAN BOULEVARD) IN MOUNT
 DE6541'PLEASANT, GO
 DE6541'EAST ON HIGHWAY 703 FOR 2.75 MILES TO THE JUNCTION OF JASPER STREET
 DE6541'RIGHT STA 22 1/2
 DE6541'STREET AHEAD AND HIGHWAY 703 TURNS LEFT, CONTINUE AHEAD ON STA 22 1/2
 DE6541'FOR 0.05 MILE
 DE6541'TO THE JUNCTION OF MIDDLE STREET, CONTINUE ON STA 22 1/2 FOR 0.1 MILE
 DE6541'TO THE STATION
 DE6541'AHEAD ON THE EAST SIDE OF A PATH LEADING TO THE SULLIVANS ISLAND
 DE6541'STATION 22.5 PUBLIC
 DE6541'BEACH ACCESS.
 DE6541'STATION IS A FLUSH WITH THE GROUND AND 1.5 FEET ABOVE ATLANTIC AVENUE,
 DE6541'64.4 FEET
 DE6541'SOUTH SOUTHEAST OF THE CENTER OF ATLANTIC AVENUE, 16.5 FEET EAST
 DE6541'NORTHEAST
 DE6541'OF THE EXTENDED CENTER OF STA 22 1/2 STREET, 26.0 FEET WEST NORTHWEST
 DE6541'OF THE
 DE6541'WEST CORNER OF THE FRONT PORCH OF A TWO STORY VINYL-SIDED HOUSE NUMBER
 DE6541'2251, 77.6 FEET NORTH NORTHEAST OF THE NORTH CORNER OF A TWO STORY
 DE6541'VINYL-SIDED HOUSE NUMBER 2220, 5.8 FEET SOUTH SOUTHWEST OF A SPLIT
 DE6541'RAIL
 DE6541'WOODEN FENCE POST WITH A  SCGS REFERENCE WASHER ATTACHED, 51.6 FEET
 DE6541'SOUTH
 DE6541'SOUTHEAST OF SURVEY STATION 3050 B, 1.1 FEET NORTH NORTHWEST OF A
 DE6541'WITNESS POST.
 DE6541'RECOVERED BY J.B. SMOAK.
 DE6541' 
 DE6541' 
 DE6541' 
 DE6541' 
 DE6541' 
 DE6541'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1405 ***********************************************************************
 CJ1405  DESIGNATION -  3065 B
 CJ1405  PID         -  CJ1405
 CJ1405  STATE/COUNTY-  SC/CHARLESTON
 CJ1405  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1405
 CJ1405                         *CURRENT SURVEY CONTROL
 CJ1405  ___________________________________________________________________
 CJ1405* NAD 83(2001)-  32 45 49.94132(N)    079 49 43.11130(W)     ADJUSTED  
 CJ1405* NAVD 88     -         2.208  (meters)       7.24   (feet)  ADJUSTED  
 CJ1405  ___________________________________________________________________
 CJ1405  X           -     948,067.299 (meters)                     COMP
 CJ1405  Y           -  -5,284,291.880 (meters)                     COMP
 CJ1405  Z           -   3,431,950.101 (meters)                     COMP
 CJ1405  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 CJ1405  ELLIP HEIGHT-         -31.18  (meters)          (03/27/03) GPS OBS
 CJ1405  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 CJ1405  DYNAMIC HT  -           2.205 (meters)       7.23  (feet)  COMP
 CJ1405  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 CJ1405
 CJ1405  HORZ ORDER  -  SECOND
 CJ1405  VERT ORDER  -  THIRD
 CJ1405  ELLP ORDER  -  FOURTH    CLASS II
 CJ1405
 CJ1405.The horizontal coordinates were established by GPS observations
 CJ1405.and adjusted by the National Geodetic Survey in March 2003..
 CJ1405
 CJ1405.The orthometric height was determined by differential leveling
 CJ1405.and adjusted by the National Geodetic Survey in April 1995..
 CJ1405
 CJ1405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1405
 CJ1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1405
 CJ1405.The ellipsoidal height was determined by GPS observations
 CJ1405.and is referenced to NAD 83.
 CJ1405
 CJ1405.The geoid height was determined by GEOID03.
 CJ1405
 CJ1405.The dynamic height is computed by dividing the NAVD 88
 CJ1405.geopotential number by the normal gravity value computed on the
 CJ1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1405.degrees latitude (g = 980.6199 gals.).
 CJ1405
 CJ1405.The modeled gravity was interpolated from observed gravity values.
 CJ1405
 CJ1405;                    North         East     Units Scale Factor Converg.
 CJ1405;SPC SC       -   103,820.420   719,346.421   MT  0.99991750   +0 38 57.8
 CJ1405;SPC SC       -   340,618.18  2,360,060.44   iFT  0.99991750   +0 38 57.8
 CJ1405;UTM  17      - 3,625,717.331   609,717.114   MT  0.99974843   +0 38 02.3
 CJ1405
 CJ1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1405!SPC SC       -   1.00000490  x   0.99991750  =   0.99992240
 CJ1405!UTM  17      -   1.00000490  x   0.99974843  =   0.99975332
 CJ1405
 CJ1405                          SUPERSEDED SURVEY CONTROL
 CJ1405
 CJ1405  NAD 83(1995)-  32 45 49.94140(N)    079 49 43.11266(W) AD(       ) 2
 CJ1405  ELLIP H (12/20/99)  -31.21   (m)                       GP(       ) 4 1
 CJ1405  NAD 83(1986)-  32 45 49.95153(N)    079 49 43.11529(W) AD(       ) 2
 CJ1405  NGVD 29 (05/09/91)    2.508  (m)            8.23   (f) ADJUSTED    3 0
 CJ1405
 CJ1405.Superseded values are not recommended for survey control.
 CJ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1405.See file dsdata.txt to determine how the superseded data were derived.
 CJ1405
 CJ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0971725717(NAD 83)
 CJ1405_MARKER: DD = SURVEY DISK
 CJ1405_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1405_SP_SET: ALUMINUM ALLOY ROD
 CJ1405_STAMPING: 3065 B 1990
 CJ1405_MARK LOGO: SCCC  
 CJ1405_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1405_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1405+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ1405_ROD/PIPE-DEPTH: 17.9 meters
 CJ1405
 CJ1405  HISTORY     - Date     Condition        Report By
 CJ1405  HISTORY     - 1990     MONUMENTED       NGS
 CJ1405  HISTORY     - 19970622 GOOD             USPSQD
 CJ1405  HISTORY     - 20030621 GOOD             USPSQD
 CJ1405
 CJ1405                          STATION DESCRIPTION
 CJ1405
 CJ1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1405'THE STATION IS LOCATED ON SULLIVANS ISLAND, ABOUT 2.55 KM (1.58 MI)
 CJ1405'SOUTH-SOUTHEAST OF MOUNT PLEASANT AND AT THE JUNCTION OF STATION 22
 CJ1405'1/2 STREET AND ATLANTIC AVENUE.  OWNERSHIP--SCHDPT PRECONSTRUCTION
 CJ1405'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1405'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1405'BRIDGE OVER THE INTERCOASTAL WATERWAY, GO SOUTHEAST ON STATE HIGHWAY
 CJ1405'703 FOR 0.94 KM (0.58 MI) TO A POINT WHERE STATE HIGHWAY 703 TURNS
 CJ1405'LEFT (JASPER BOULEVARD) AND STATION 22 1/2 STREET STRAIGHT AHEAD,
 CJ1405'TURN LEFT, NORTHEAST, ON STATE HIGHWAY 703 (JASPER BOULEVARD) FOR
 CJ1405'0.72 KM (0.45 MI) TO THE JUNCTION OF STATION 26TH STREET, TURN RIGHT,
 CJ1405'SOUTHEAST, ON STATION 26TH STREET FOR 0.24 KM (0.15 MI) TO ITS END
 CJ1405'AND THE STATION ON THE RIGHT AND THE JUNCTION OF BAYONNE STREET
 CJ1405'LEADING NORTHEAST AND NEAR THE EAST CORNER OF A CHAIN LINK FENCE OF
 CJ1405'THE PROPERTY OF HOUSE NUMBER 2529 ATLANTIC AVENUE.
 CJ1405'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1405'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1405'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1405'ABOVE THE GROUND.  LOCATED 6.1 M (20.0 FT) SOUTHWEST OF THE CENTER OF
 CJ1405'STATION 26TH STREET, 5.6 M (18.4 FT) NORTHWEST OF THE EXTENDED CENTER
 CJ1405'OF BAYONNE STREET, 2.75 M (9.02 FT) WEST-NORTHWEST OF A CONCRETE POST
 CJ1405'STREET SIGN, 2.15 M (7.05 FT) SOUTH-SOUTHEAST OF A FIRE HYDRANT, 0.9
 CJ1405'M (3.0 FT) SOUTHEAST OF THE EAST CORNER POST OF A CHAIN LINK FENCE
 CJ1405'AND 0.9 M (3.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 CJ1405
 CJ1405                          STATION RECOVERY (1997)
 CJ1405
 CJ1405'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1405'RECOVERED IN GOOD CONDITION.
 CJ1405
 CJ1405                          STATION RECOVERY (2003)
 CJ1405
 CJ1405'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1406 ***********************************************************************
 CJ1406  DESIGNATION -  3080
 CJ1406  PID         -  CJ1406
 CJ1406  STATE/COUNTY-  SC/CHARLESTON
 CJ1406  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1406
 CJ1406                         *CURRENT SURVEY CONTROL
 CJ1406  ___________________________________________________________________
 CJ1406* NAD 83(2001)-  32 45 53.17303(N)    079 49 19.42282(W)     ADJUSTED  
 CJ1406* NAVD 88     -         2.659  (meters)       8.72   (feet)  ADJUSTED  
 CJ1406  ___________________________________________________________________
 CJ1406  X           -     948,664.712 (meters)                     COMP
 CJ1406  Y           -  -5,284,130.299 (meters)                     COMP
 CJ1406  Z           -   3,432,034.055 (meters)                     COMP
 CJ1406  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CJ1406  ELLIP HEIGHT-         -30.74  (meters)          (03/27/03) GPS OBS
 CJ1406  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 CJ1406  DYNAMIC HT  -           2.656 (meters)       8.71  (feet)  COMP
 CJ1406  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 CJ1406
 CJ1406  HORZ ORDER  -  SECOND
 CJ1406  VERT ORDER  -  THIRD
 CJ1406  ELLP ORDER  -  FOURTH    CLASS II
 CJ1406
 CJ1406.The horizontal coordinates were established by GPS observations
 CJ1406.and adjusted by the National Geodetic Survey in March 2003..
 CJ1406
 CJ1406.The orthometric height was determined by differential leveling
 CJ1406.and adjusted by the National Geodetic Survey in April 1995..
 CJ1406
 CJ1406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1406
 CJ1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1406
 CJ1406.The ellipsoidal height was determined by GPS observations
 CJ1406.and is referenced to NAD 83.
 CJ1406
 CJ1406.The geoid height was determined by GEOID03.
 CJ1406
 CJ1406.The dynamic height is computed by dividing the NAVD 88
 CJ1406.geopotential number by the normal gravity value computed on the
 CJ1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1406.degrees latitude (g = 980.6199 gals.).
 CJ1406
 CJ1406.The modeled gravity was interpolated from observed gravity values.
 CJ1406
 CJ1406;                    North         East     Units Scale Factor Converg.
 CJ1406;SPC SC       -   103,926.967   719,961.763   MT  0.99991726   +0 39 11.0
 CJ1406;SPC SC       -   340,967.74  2,362,079.27   iFT  0.99991726   +0 39 11.0
 CJ1406;UTM  17      - 3,625,823.695   610,332.381   MT  0.99975010   +0 38 15.2
 CJ1406
 CJ1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1406!SPC SC       -   1.00000483  x   0.99991726  =   0.99992209
 CJ1406!UTM  17      -   1.00000483  x   0.99975010  =   0.99975493
 CJ1406
 CJ1406:                Primary Azimuth Mark                     Grid Az
 CJ1406:SPC SC       -  3083 B                                   045 36 07.3
 CJ1406:UTM  17      -  3083 B                                   045 37 03.1
 CJ1406
 CJ1406|---------------------------------------------------------------------|
 CJ1406| PID    Reference Object                     Distance      Geod. Az  |
 CJ1406|                                                           dddmmss.s |
 CJ1406| CJ1407 3083 B                              422.750 METERS 0461518.3 |
 CJ1406|---------------------------------------------------------------------|
 CJ1406
 CJ1406                          SUPERSEDED SURVEY CONTROL
 CJ1406
 CJ1406  NAD 83(1995)-  32 45 53.17311(N)    079 49 19.42418(W) AD(       ) 2
 CJ1406  ELLIP H (12/20/99)  -30.77   (m)                       GP(       ) 4 1
 CJ1406  NAD 83(1986)-  32 45 53.18334(N)    079 49 19.42681(W) AD(       ) 2
 CJ1406  NGVD 29 (05/09/91)    2.960  (m)            9.71   (f) ADJUSTED    3 0
 CJ1406
 CJ1406.Superseded values are not recommended for survey control.
 CJ1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1406.See file dsdata.txt to determine how the superseded data were derived.
 CJ1406
 CJ1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1033225824(NAD 83)
 CJ1406_MARKER: DD = SURVEY DISK
 CJ1406_SETTING: 0 = UNSPECIFIED SETTING
 CJ1406_STAMPING: 3080 1988
 CJ1406_MARK LOGO: SCCC  
 CJ1406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1406+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 CJ1406
 CJ1406  HISTORY     - Date     Condition        Report By
 CJ1406  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1406  HISTORY     - 19900920 GOOD             NGS
 CJ1406  HISTORY     - 19970622 GOOD             USPSQD
 CJ1406  HISTORY     - 20030619 GOOD             USPSQD
 CJ1406
 CJ1406                          STATION DESCRIPTION
 CJ1406
 CJ1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1406'OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL, 4130 FABER PLACE,
 CJ1406'CHARLESTON, SC 29405, PHONE 803-744-5838.
 CJ1406'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1406'BRIDGE OVER THE INTERCOASTAL WATERWAY, GO SOUTHEAST ON STATE HIGHWAY
 CJ1406'703 FOR 0.94 KM (0.58 MI) TO A POINT WHERE STATE HIGHWAY 703 TURNS
 CJ1406'LEFT (JASPER BOULEVARD) AND STATION 22 1/2 STREET STRAIGHT AHEAD,
 CJ1406'TURN LEFT NORTHEAST ON STATE HIGHWAY 703 (JASPER BOULEVARD) FOR 1.35
 CJ1406'KM (0.84 MI) TO THE JUNCTION OF STATION 28TH STREET, TURN RIGHT,
 CJ1406'SOUTHEAST, ON STATION 28TH STREET FOR 0.32 KM (0.20 MI) TO ITS END
 CJ1406'AND A SAND ROAD LEADING TO THE BEACH STRAIGHT AHEAD, CONTINUE
 CJ1406'STRAIGHT AHEAD ON THE SAND ROAD FOR 0.16 KM (0.10 MI) TO THE STATION
 CJ1406'ON THE RIGHT, A STANDARD BERNTSEN PRE-FAB BREAK-AWAY PVC PIPE WITH A
 CJ1406'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1406'ABOUT 0.3 M (1.0 FT) ABOVE THE SAND.  LOCATED 50.3 M (165.0 FT)
 CJ1406'NORTH-NORTHWEST OF THE HIGH WATER MARK ALONG THE BEACH, 5.4 M
 CJ1406'(17.7 FT) WEST OF THE CENTER OF THE FOOT PATH AND 0.4 M (1.3 FT)
 CJ1406'NORTHEAST OF A FIBERGLASS WITNESS POST.
 CJ1406
 CJ1406                          STATION RECOVERY (1997)
 CJ1406
 CJ1406'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1406'RECOVERED IN GOOD CONDITION.
 CJ1406
 CJ1406                          STATION RECOVERY (2003)
 CJ1406
 CJ1406'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 CJ1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1407 ***********************************************************************
 CJ1407  DESIGNATION -  3083 B
 CJ1407  PID         -  CJ1407
 CJ1407  STATE/COUNTY-  SC/CHARLESTON
 CJ1407  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1407
 CJ1407                         *CURRENT SURVEY CONTROL
 CJ1407  ___________________________________________________________________
 CJ1407* NAD 83(2001)-  32 46 02.66172(N)    079 49 07.68871(W)     ADJUSTED  
 CJ1407* NAVD 88     -         2.220  (meters)       7.28   (feet)  ADJUSTED  
 CJ1407  ___________________________________________________________________
 CJ1407  X           -     948,937.289 (meters)                     COMP
 CJ1407  Y           -  -5,283,920.251 (meters)                     COMP
 CJ1407  Z           -   3,432,279.611 (meters)                     COMP
 CJ1407  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CJ1407  ELLIP HEIGHT-         -31.18  (meters)          (03/27/03) GPS OBS
 CJ1407  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 CJ1407  DYNAMIC HT  -           2.217 (meters)       7.27  (feet)  COMP
 CJ1407  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 CJ1407
 CJ1407  HORZ ORDER  -  SECOND
 CJ1407  VERT ORDER  -  THIRD
 CJ1407  ELLP ORDER  -  FOURTH    CLASS II
 CJ1407
 CJ1407.The horizontal coordinates were established by GPS observations
 CJ1407.and adjusted by the National Geodetic Survey in March 2003..
 CJ1407
 CJ1407.The orthometric height was determined by differential leveling
 CJ1407.and adjusted by the National Geodetic Survey in April 1995..
 CJ1407
 CJ1407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1407
 CJ1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1407
 CJ1407.The ellipsoidal height was determined by GPS observations
 CJ1407.and is referenced to NAD 83.
 CJ1407
 CJ1407.The geoid height was determined by GEOID03.
 CJ1407
 CJ1407.The dynamic height is computed by dividing the NAVD 88
 CJ1407.geopotential number by the normal gravity value computed on the
 CJ1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1407.degrees latitude (g = 980.6199 gals.).
 CJ1407
 CJ1407.The modeled gravity was interpolated from observed gravity values.
 CJ1407
 CJ1407;                    North         East     Units Scale Factor Converg.
 CJ1407;SPC SC       -   104,222.714   720,263.791   MT  0.99991654   +0 39 17.5
 CJ1407;SPC SC       -   341,938.04  2,363,070.18   iFT  0.99991654   +0 39 17.5
 CJ1407;UTM  17      - 3,626,119.311   610,634.440   MT  0.99975092   +0 38 21.7
 CJ1407
 CJ1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1407!SPC SC       -   1.00000490  x   0.99991654  =   0.99992144
 CJ1407!UTM  17      -   1.00000490  x   0.99975092  =   0.99975581
 CJ1407
 CJ1407|---------------------------------------------------------------------|
 CJ1407| PID    Reference Object                     Distance      Geod. Az  |
 CJ1407|                                                           dddmmss.s |
 CJ1407| CJ1408 3085 B                              212.787 METERS 04610     |
 CJ1407|---------------------------------------------------------------------|
 CJ1407
 CJ1407                          SUPERSEDED SURVEY CONTROL
 CJ1407
 CJ1407  NAD 83(1995)-  32 46 02.66180(N)    079 49 07.69007(W) AD(       ) 2
 CJ1407  ELLIP H (12/20/99)  -31.20   (m)                       GP(       ) 4 1
 CJ1407  NAD 83(1986)-  32 46 02.67206(N)    079 49 07.69273(W) AD(       ) 2
 CJ1407  NGVD 29 (05/09/91)    2.521  (m)            8.27   (f) ADJUSTED    3 0
 CJ1407
 CJ1407.Superseded values are not recommended for survey control.
 CJ1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1407.See file dsdata.txt to determine how the superseded data were derived.
 CJ1407
 CJ1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1063426119(NAD 83)
 CJ1407_MARKER: DD = SURVEY DISK
 CJ1407_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1407_SP_SET: ALUMINUM ALLOY ROD
 CJ1407_STAMPING: 3083 B 1990
 CJ1407_MARK LOGO: SCCC  
 CJ1407_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1407+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 CJ1407_ROD/PIPE-DEPTH: 17.7 meters
 CJ1407
 CJ1407  HISTORY     - Date     Condition        Report By
 CJ1407  HISTORY     - 1990     MONUMENTED       NGS
 CJ1407  HISTORY     - 19970622 GOOD             USPSQD
 CJ1407  HISTORY     - 20030619 GOOD             USPSQD
 CJ1407
 CJ1407                          STATION DESCRIPTION
 CJ1407
 CJ1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1407'OWNERSHIP--SCHDPT PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 CJ1407'SC, 29202, PHONE 803-737-1314.
 CJ1407'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1407'BRIDGE OVER THE INTERCOASTAL WATERWAY, GO SOUTHEAST ON STATE HIGHWAY
 CJ1407'703 FOR 0.94 KM (0.58 MI) TO THE A POINT WHERE STATE HIGHWAY 703
 CJ1407'TURNS LEFT (JASPER BOULEVARD) AND STATION 22 1/2 STREET STRIGHT
 CJ1407'AHEAD, TURN LEFT, NORTHEAST, ON STATE HIGHWAY 703 (JASPER BOULEVARD)
 CJ1407'FOR 1.8 KM (1.1 MI) TO THE JUNCTION OF STATION 30TH STREET, TURN
 CJ1407'RIGHT, SOUTHEAST, ON STATION 30TH STREET FOR 0.48 KM (0.30 MI) TO THE
 CJ1407'JUNCTION OF MARSHAL BOULEVARD, TURN LEFT, SOUTHWEST, ON MARSHAL
 CJ1407'BOULEVARD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT JUST PAST
 CJ1407'THE JUNCTION OF STATION 29TH STREET AND NEAR HOUSE NUMBER 2871,
 CJ1407'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1407'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1407'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1407'ABOVE THE GROUND.  LOCATED 48.7 M (159.8 FT) SOUTHWEST OF THE CENTER
 CJ1407'OF MARSHAL BOULEVARD, 10.9 M (35.8 FT) SOUTH-SOUTHEAST OF THE EAST
 CJ1407'CORNER OF HOUSE NUMBER 2871, 4.9 M (16.1 FT) NORTHWEST OF THE CENTER
 CJ1407'OF MARSHAL BOULEVARD, 1.9 M (6.2 FT) EAST OF POWER POLE 348016 AND
 CJ1407'0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 CJ1407
 CJ1407                          STATION RECOVERY (1997)
 CJ1407
 CJ1407'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1407'RECOVERED IN GOOD CONDITION.
 CJ1407
 CJ1407                          STATION RECOVERY (2003)
 CJ1407
 CJ1407'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 CJ1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1408 ***********************************************************************
 CJ1408  DESIGNATION -  3085 B
 CJ1408  PID         -  CJ1408
 CJ1408  STATE/COUNTY-  SC/CHARLESTON
 CJ1408  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1408
 CJ1408                         *CURRENT SURVEY CONTROL
 CJ1408  ___________________________________________________________________
 CJ1408* NAD 83(2001)-  32 46 07.44513(N)    079 49 01.79067(W)     ADJUSTED  
 CJ1408* NAVD 88     -         2.332  (meters)       7.65   (feet)  ADJUSTED  
 CJ1408  ___________________________________________________________________
 CJ1408  X           -     949,074.296 (meters)                     COMP
 CJ1408  Y           -  -5,283,814.707 (meters)                     COMP
 CJ1408  Z           -   3,432,403.577 (meters)                     COMP
 CJ1408  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CJ1408  ELLIP HEIGHT-         -31.07  (meters)          (03/27/03) GPS OBS
 CJ1408  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 CJ1408  DYNAMIC HT  -           2.329 (meters)       7.64  (feet)  COMP
 CJ1408  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 CJ1408
 CJ1408  HORZ ORDER  -  SECOND
 CJ1408  VERT ORDER  -  THIRD
 CJ1408  ELLP ORDER  -  FOURTH    CLASS II
 CJ1408
 CJ1408.The horizontal coordinates were established by GPS observations
 CJ1408.and adjusted by the National Geodetic Survey in March 2003..
 CJ1408
 CJ1408.The orthometric height was determined by differential leveling
 CJ1408.and adjusted by the National Geodetic Survey in April 1995..
 CJ1408
 CJ1408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1408
 CJ1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1408
 CJ1408.The ellipsoidal height was determined by GPS observations
 CJ1408.and is referenced to NAD 83.
 CJ1408
 CJ1408.The geoid height was determined by GEOID03.
 CJ1408
 CJ1408.The dynamic height is computed by dividing the NAVD 88
 CJ1408.geopotential number by the normal gravity value computed on the
 CJ1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1408.degrees latitude (g = 980.6199 gals.).
 CJ1408
 CJ1408.The modeled gravity was interpolated from observed gravity values.
 CJ1408
 CJ1408;                    North         East     Units Scale Factor Converg.
 CJ1408;SPC SC       -   104,371.804   720,415.591   MT  0.99991618   +0 39 20.7
 CJ1408;SPC SC       -   342,427.18  2,363,568.21   iFT  0.99991618   +0 39 20.7
 CJ1408;UTM  17      - 3,626,268.335   610,786.255   MT  0.99975134   +0 38 25.0
 CJ1408
 CJ1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1408!SPC SC       -   1.00000488  x   0.99991618  =   0.99992106
 CJ1408!UTM  17      -   1.00000488  x   0.99975134  =   0.99975622
 CJ1408
 CJ1408:                Primary Azimuth Mark                     Grid Az
 CJ1408:SPC SC       -  3095 B                                   018 03 24.1
 CJ1408:UTM  17      -  3095 B                                   018 04 19.8
 CJ1408
 CJ1408|---------------------------------------------------------------------|
 CJ1408| PID    Reference Object                     Distance      Geod. Az  |
 CJ1408|                                                           dddmmss.s |
 CJ1408| CJ1369 3095 B                              453.833 METERS 0184244.8 |
 CJ1408| CJ1410 3092 B                              374.478 METERS 03112     |
 CJ1408| CJ1409 3090                                237.247 METERS 04454     |
 CJ1408|---------------------------------------------------------------------|
 CJ1408
 CJ1408                          SUPERSEDED SURVEY CONTROL
 CJ1408
 CJ1408  NAD 83(1995)-  32 46 07.44521(N)    079 49 01.79203(W) AD(       ) 2
 CJ1408  ELLIP H (12/20/99)  -31.10   (m)                       GP(       ) 4 1
 CJ1408  NAD 83(1986)-  32 46 07.45543(N)    079 49 01.79469(W) AD(       ) 2
 CJ1408  NGVD 29 (05/09/91)    2.633  (m)            8.64   (f) ADJUSTED    3 0
 CJ1408
 CJ1408.Superseded values are not recommended for survey control.
 CJ1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1408.See file dsdata.txt to determine how the superseded data were derived.
 CJ1408
 CJ1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1078626268(NAD 83)
 CJ1408_MARKER: DD = SURVEY DISK
 CJ1408_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1408_SP_SET: ALUMINUM ALLOY ROD
 CJ1408_STAMPING: 3085 B 1990
 CJ1408_MARK LOGO: SCCC  
 CJ1408_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1408+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ1408_ROD/PIPE-DEPTH: 14.6 meters
 CJ1408
 CJ1408  HISTORY     - Date     Condition        Report By
 CJ1408  HISTORY     - 1990     MONUMENTED       NGS
 CJ1408  HISTORY     - 19970622 GOOD             USPSQD
 CJ1408  HISTORY     - 20030621 GOOD             USPSQD
 CJ1408
 CJ1408                          STATION DESCRIPTION
 CJ1408
 CJ1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1408'OWNERSHIP--SCHDPT PRECONSTRUCTION ENGINEER, P.O. BOX
 CJ1408'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1408'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1408'BRIDGE OVER THE INTERCOASTAL WATERWAY, GO SOUTHEAST ON STATE HIGHWAY
 CJ1408'703 FOR 0.94 KM (0.58 MI) TO THE POINT WHERE STATE HIGHWAY 703 TURNS
 CJ1408'LEFT (JASPER BOULEVARD) AND STATION 22 1/2 STREET STRIGHT AHEAD, TURN
 CJ1408'LEFT, NORTHEAST, ON STATE HIGHWAY 703 (JASPER BOULEVARD) FOR 1.8 KM
 CJ1408'(1.1 MI) TO THE JUNCTION OF STATION 30TH STREET, TURN RIGHT,
 CJ1408'SOUTHEAST, ON STATION 30TH STREET FOR 0.48 KM (0.30 MI) TO THE
 CJ1408'JUNCTION OF MARSHAL BOULEVARD AND THE STATION ON THE LEFT.
 CJ1408'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1408'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1408'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1408'ABOVE THE GROUND.  LOCATED 8.7 M (28.5 FT) SOUTHWEST OF THE CENTER OF
 CJ1408'STATION 30TH STREET, 8.5 M (27.9 FT) NORTHWEST OF THE CENTER OF
 CJ1408'MARSHAL BOULEVARD, 2.8 M (9.2 FT) NORTH OF A FIRE HYDRANT, 1.4 M
 CJ1408'(4.6 FT) WEST OF A METAL POST OF A STOP SIGN AND 0.3 M (1.0 FT)
 CJ1408'NORTHEAST OF A FIBERGLASS WITNESS POST.
 CJ1408
 CJ1408                          STATION RECOVERY (1997)
 CJ1408
 CJ1408'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1408'RECOVERED IN GOOD CONDITION.
 CJ1408
 CJ1408                          STATION RECOVERY (2003)
 CJ1408
 CJ1408'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1409 ***********************************************************************
 CJ1409  DESIGNATION -  3090
 CJ1409  PID         -  CJ1409
 CJ1409  STATE/COUNTY-  SC/CHARLESTON
 CJ1409  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1409
 CJ1409                         *CURRENT SURVEY CONTROL
 CJ1409  ___________________________________________________________________
 CJ1409* NAD 83(2001)-  32 46 12.90026(N)    079 48 55.35616(W)     ADJUSTED  
 CJ1409* NAVD 88     -         2.689  (meters)       8.82   (feet)  ADJUSTED  
 CJ1409  ___________________________________________________________________
 CJ1409  X           -     949,223.105 (meters)                     COMP
 CJ1409  Y           -  -5,283,695.921 (meters)                     COMP
 CJ1409  Z           -   3,432,545.109 (meters)                     COMP
 CJ1409  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CJ1409  ELLIP HEIGHT-         -30.65  (meters)          (03/27/03) GPS OBS
 CJ1409  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 CJ1409  DYNAMIC HT  -           2.687 (meters)       8.82  (feet)  COMP
 CJ1409  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CJ1409
 CJ1409  HORZ ORDER  -  SECOND
 CJ1409  VERT ORDER  -  THIRD
 CJ1409  ELLP ORDER  -  FOURTH    CLASS II
 CJ1409
 CJ1409.The horizontal coordinates were established by GPS observations
 CJ1409.and adjusted by the National Geodetic Survey in March 2003..
 CJ1409
 CJ1409.The orthometric height was determined by differential leveling
 CJ1409.and adjusted by the National Geodetic Survey in April 1995..
 CJ1409
 CJ1409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1409
 CJ1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1409
 CJ1409.The ellipsoidal height was determined by GPS observations
 CJ1409.and is referenced to NAD 83.
 CJ1409
 CJ1409.The geoid height was determined by GEOID03.
 CJ1409
 CJ1409.The dynamic height is computed by dividing the NAVD 88
 CJ1409.geopotential number by the normal gravity value computed on the
 CJ1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1409.degrees latitude (g = 980.6199 gals.).
 CJ1409
 CJ1409.The modeled gravity was interpolated from observed gravity values.
 CJ1409
 CJ1409;                    North         East     Units Scale Factor Converg.
 CJ1409;SPC SC       -   104,541.746   720,581.109   MT  0.99991576   +0 39 24.3
 CJ1409;SPC SC       -   342,984.73  2,364,111.25   iFT  0.99991576   +0 39 24.3
 CJ1409;UTM  17      - 3,626,438.204   610,951.792   MT  0.99975179   +0 38 28.6
 CJ1409
 CJ1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1409!SPC SC       -   1.00000481  x   0.99991576  =   0.99992057
 CJ1409!UTM  17      -   1.00000481  x   0.99975179  =   0.99975660
 CJ1409
 CJ1409|---------------------------------------------------------------------|
 CJ1409| PID    Reference Object                     Distance      Geod. Az  |
 CJ1409|                                                           dddmmss.s |
 CJ1409| CJ1410 3092 B                              154.569 METERS 00952     |
 CJ1409|---------------------------------------------------------------------|
 CJ1409
 CJ1409                          SUPERSEDED SURVEY CONTROL
 CJ1409
 CJ1409  NAD 83(1995)-  32 46 12.90034(N)    079 48 55.35750(W) AD(       ) 2
 CJ1409  ELLIP H (12/20/99)  -30.68   (m)                       GP(       ) 4 1
 CJ1409  NAD 83(1986)-  32 46 12.91047(N)    079 48 55.36007(W) AD(       ) 2
 CJ1409  NGVD 29 (05/09/91)    2.991  (m)            9.81   (f) ADJUSTED    3 0
 CJ1409
 CJ1409.Superseded values are not recommended for survey control.
 CJ1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1409.See file dsdata.txt to determine how the superseded data were derived.
 CJ1409
 CJ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1095226438(NAD 83)
 CJ1409_MARKER: DD = SURVEY DISK
 CJ1409_SETTING: 0 = UNSPECIFIED SETTING
 CJ1409_STAMPING: 3090 1988
 CJ1409_MARK LOGO: SCCC  
 CJ1409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1409+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ1409
 CJ1409  HISTORY     - Date     Condition        Report By
 CJ1409  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1409  HISTORY     - 19900920 GOOD             NGS
 CJ1409  HISTORY     - 19970622 GOOD             USPSQD
 CJ1409  HISTORY     - 20030621 GOOD             USPSQD
 CJ1409
 CJ1409                          STATION DESCRIPTION
 CJ1409
 CJ1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1409'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 CJ1409'SC, 29202, PHONE 803-737-1314.
 CJ1409'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1409'BRIDGE OVER THE INTERCOASTAL WATERWAY, GO SOUTHEAST ON STATE HIGHWAY
 CJ1409'703 FOR 0.94 KM (0.58 MI) TO A POINT WHERE STATE HIGHWAY 703 TURNS
 CJ1409'LEFT (JASPER BOULEVARD) AND STATION 22 1/2 STREET STRAIGHT AHEAD,
 CJ1409'TURN LEFT, NORTHEAST, ON STATE HIGHWAY 703 (JASPER BOULEVARD) FOR 1.8
 CJ1409'KM (1.1 MI) TO THE JUNCTION OF STATION 30TH STREET, TURN RIGHT,
 CJ1409'SOUTHEAST, ON STATION 30TH STREET FOR 0.48 KM (0.30 MI) TO THE
 CJ1409'JUNCTION OF MARSHAL BOULEVARD, TURN LEFT, NORTHEAST, ON MARSHAL
 CJ1409'BOULEVARD FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF STATION 31ST
 CJ1409'STREET AND THE STATION ON THE RIGHT ON THE EAST SIDE OF A POWER POLE.
 CJ1409'THE STATION IS A STANDARD BERNTSEN PRE-FAB BREAK-AWAY PVC PIPE WITH A
 CJ1409'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1409'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.  LOCATED 42.8 M (140.4 FT)
 CJ1409'NORTHWEST OF THE EAST CORNER OF A SEAWALL OF AN ABANDONED LOT, 21.25 M
 CJ1409'(69.72 FT) SOUTHEAST OF THE CENTER OF MARSHAL BOULEVARD, 14.9 M
 CJ1409'(48.9 FT) SOUTHEAST OF POWER POLE 301795, 3.25 M (10.66 FT) EAST OF
 CJ1409'POWER POLE 272552 AND 0.55 M (1.80 FT) NORTHWEST OF A FIBERGLASS
 CJ1409'WITNESS POST.
 CJ1409
 CJ1409                          STATION RECOVERY (1997)
 CJ1409
 CJ1409'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1409'RECOVERED IN GOOD CONDITION.
 CJ1409
 CJ1409                          STATION RECOVERY (2003)
 CJ1409
 CJ1409'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ1409'THERE IS A WITNESS POST.  MARK IS STAMPED AS MONUMENTED IN 1987 ( NOT
 CJ1409'1988 ).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1410 ***********************************************************************
 CJ1410  DESIGNATION -  3092 B
 CJ1410  PID         -  CJ1410
 CJ1410  STATE/COUNTY-  SC/CHARLESTON
 CJ1410  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1410
 CJ1410                         *CURRENT SURVEY CONTROL
 CJ1410  ___________________________________________________________________
 CJ1410* NAD 83(2001)-  32 46 17.84355(N)    079 48 54.33806(W)     ADJUSTED  
 CJ1410* NAVD 88     -         2.377  (meters)       7.80   (feet)  ADJUSTED  
 CJ1410  ___________________________________________________________________
 CJ1410  X           -     949,234.552 (meters)                     COMP
 CJ1410  Y           -  -5,283,609.785 (meters)                     COMP
 CJ1410  Z           -   3,432,672.941 (meters)                     COMP
 CJ1410  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CJ1410  ELLIP HEIGHT-         -31.04  (meters)          (03/27/03) GPS OBS
 CJ1410  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 CJ1410  DYNAMIC HT  -           2.374 (meters)       7.79  (feet)  COMP
 CJ1410  MODELED GRAV-     979,537.7   (mgal)                       NAVD 88
 CJ1410
 CJ1410  HORZ ORDER  -  SECOND
 CJ1410  VERT ORDER  -  THIRD
 CJ1410  ELLP ORDER  -  FOURTH    CLASS II
 CJ1410
 CJ1410.The horizontal coordinates were established by GPS observations
 CJ1410.and adjusted by the National Geodetic Survey in March 2003..
 CJ1410
 CJ1410.The orthometric height was determined by differential leveling
 CJ1410.and adjusted by the National Geodetic Survey in April 1995..
 CJ1410
 CJ1410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1410
 CJ1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1410
 CJ1410.The ellipsoidal height was determined by GPS observations
 CJ1410.and is referenced to NAD 83.
 CJ1410
 CJ1410.The geoid height was determined by GEOID03.
 CJ1410
 CJ1410.The dynamic height is computed by dividing the NAVD 88
 CJ1410.geopotential number by the normal gravity value computed on the
 CJ1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1410.degrees latitude (g = 980.6199 gals.).
 CJ1410
 CJ1410.The modeled gravity was interpolated from observed gravity values.
 CJ1410
 CJ1410;                    North         East     Units Scale Factor Converg.
 CJ1410;SPC SC       -   104,694.308   720,605.857   MT  0.99991539   +0 39 24.9
 CJ1410;SPC SC       -   343,485.26  2,364,192.44   iFT  0.99991539   +0 39 24.9
 CJ1410;UTM  17      - 3,626,590.735   610,976.576   MT  0.99975186   +0 38 29.2
 CJ1410
 CJ1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1410!SPC SC       -   1.00000487  x   0.99991539  =   0.99992026
 CJ1410!UTM  17      -   1.00000487  x   0.99975186  =   0.99975673
 CJ1410
 CJ1410|---------------------------------------------------------------------|
 CJ1410| PID    Reference Object                     Distance      Geod. Az  |
 CJ1410|                                                           dddmmss.s |
 CJ1410| CJ1409 3090                                154.569 METERS 18952     |
 CJ1410| CJ1408 3085 B                              374.478 METERS 21112     |
 CJ1410| CJ1369 3095 B                              119.715 METERS 33610     |
 CJ1410|---------------------------------------------------------------------|
 CJ1410
 CJ1410                          SUPERSEDED SURVEY CONTROL
 CJ1410
 CJ1410  NAD 83(1995)-  32 46 17.84363(N)    079 48 54.33940(W) AD(       ) 2
 CJ1410  ELLIP H (12/20/99)  -31.06   (m)                       GP(       ) 4 1
 CJ1410  NAD 83(1986)-  32 46 17.85393(N)    079 48 54.34199(W) AD(       ) 2
 CJ1410  NGVD 29 (05/09/91)    2.678  (m)            8.79   (f) ADJUSTED    3 0
 CJ1410
 CJ1410.Superseded values are not recommended for survey control.
 CJ1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1410.See file dsdata.txt to determine how the superseded data were derived.
 CJ1410
 CJ1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1097726591(NAD 83)
 CJ1410_MARKER: DD = SURVEY DISK
 CJ1410_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1410_SP_SET: ALUMINUM ALLOY ROD
 CJ1410_STAMPING: 3092 B 1990
 CJ1410_MARK LOGO: SCCC  
 CJ1410_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1410_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1410+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1410_ROD/PIPE-DEPTH: 17.8 meters
 CJ1410
 CJ1410  HISTORY     - Date     Condition        Report By
 CJ1410  HISTORY     - 1990     MONUMENTED       NGS
 CJ1410  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CJ1410
 CJ1410                          STATION DESCRIPTION
 CJ1410
 CJ1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1410'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 CJ1410'SC 29202, PHONE 803-737-1314.
 CJ1410'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1410'BRIDGE OVER THE INTERCOASTAL WATERWAY, GO SOUTHEAST ON STATE HIGHWAY
 CJ1410'703 FOR 0.94 KM (0.58 MI) TO THE A POINT WHERE STATE HIGHWAY 703
 CJ1410'TURNS LEFT (JASPER BOULEVARD) AND STATION 22 1/2 STREET STRIGHT
 CJ1410'AHEAD, TURN LEFT, NORTHEAST, ON STATE HIGHWAY 703 (JASPER BOULEVARD)
 CJ1410'FOR 1.8 KM (1.1 MI) TO THE JUNCTION OF OF STATION 30TH STREET, TURN
 CJ1410'RIGHT, SOUTHEAST, ON STATION 30TH STREET FOR 0.48 KM (0.30 MI) TO THE
 CJ1410'JUNCTION OF MARSHAL BOULEVARD, TURN LEFT ON MARSHAL BOULEVARD FOR 0.8
 CJ1410'KM (0.5 MI) TO THE STATION ON THE LEFT.
 CJ1410'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1410'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1410'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1410'ABOVE THE GROUND.  LOCATED 5.75 M (18.86 FT) NORTHWEST OF THE CENTER
 CJ1410'OF MARSHAL BOULEVARD, 1.05 M (3.44 FT) NORTHEAST OF A POWER POLE WITH
 CJ1410'LINES CROSSING THE BOULEVARD, 0.95 M (3.12 FT) OF A METAL PIPE FENCE
 CJ1410'PROJECTING ABOUT 18-INCHES ABOVE THE GROUND AND 0.25 M (0.82 FT)
 CJ1410'SOUTHEAST OF A FIBERGLASS WITNESS POST.
 CJ1410
 CJ1410                          STATION RECOVERY (1997)
 CJ1410
 CJ1410'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1369 ***********************************************************************
 CJ1369  DESIGNATION -  3095 B
 CJ1369  PID         -  CJ1369
 CJ1369  STATE/COUNTY-  SC/CHARLESTON
 CJ1369  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1369
 CJ1369                         *CURRENT SURVEY CONTROL
 CJ1369  ___________________________________________________________________
 CJ1369* NAD 83(2001)-  32 46 21.39849(N)    079 48 56.19625(W)     ADJUSTED  
 CJ1369* NAVD 88     -         2.707  (meters)       8.88   (feet)  ADJUSTED  
 CJ1369  ___________________________________________________________________
 CJ1369  X           -     949,176.524 (meters)                     COMP
 CJ1369  Y           -  -5,283,560.281 (meters)                     COMP
 CJ1369  Z           -   3,432,765.211 (meters)                     COMP
 CJ1369  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CJ1369  ELLIP HEIGHT-         -30.69  (meters)          (03/27/03) GPS OBS
 CJ1369  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 CJ1369  DYNAMIC HT  -           2.704 (meters)       8.87  (feet)  COMP
 CJ1369  MODELED GRAV-     979,537.7   (mgal)                       NAVD 88
 CJ1369
 CJ1369  HORZ ORDER  -  FIRST
 CJ1369  VERT ORDER  -  FIRST     CLASS II
 CJ1369  ELLP ORDER  -  FOURTH    CLASS II
 CJ1369
 CJ1369.The horizontal coordinates were established by GPS observations
 CJ1369.and adjusted by the National Geodetic Survey in March 2003..
 CJ1369
 CJ1369.The orthometric height was determined by differential leveling
 CJ1369.and adjusted by the National Geodetic Survey in June 1991..
 CJ1369
 CJ1369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1369
 CJ1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1369
 CJ1369.The ellipsoidal height was determined by GPS observations
 CJ1369.and is referenced to NAD 83.
 CJ1369
 CJ1369.The geoid height was determined by GEOID03.
 CJ1369
 CJ1369.The dynamic height is computed by dividing the NAVD 88
 CJ1369.geopotential number by the normal gravity value computed on the
 CJ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1369.degrees latitude (g = 980.6199 gals.).
 CJ1369
 CJ1369.The modeled gravity was interpolated from observed gravity values.
 CJ1369
 CJ1369;                    North         East     Units Scale Factor Converg.
 CJ1369;SPC SC       -   104,803.249   720,556.248   MT  0.99991513   +0 39 23.9
 CJ1369;SPC SC       -   343,842.68  2,364,029.69   iFT  0.99991513   +0 39 23.9
 CJ1369;UTM  17      - 3,626,699.672   610,927.005   MT  0.99975172   +0 38 28.3
 CJ1369
 CJ1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1369!SPC SC       -   1.00000482  x   0.99991513  =   0.99991995
 CJ1369!UTM  17      -   1.00000482  x   0.99975172  =   0.99975654
 CJ1369
 CJ1369|---------------------------------------------------------------------|
 CJ1369| PID    Reference Object                     Distance      Geod. Az  |
 CJ1369|                                                           dddmmss.s |
 CJ1369| CJ1410 3092 B                              119.715 METERS 15610     |
 CJ1369| CJ1409 3090                                262.705 METERS 17514     |
 CJ1369| CJ1408 3085 B                              453.833 METERS 1984247.9 |
 CJ1369|---------------------------------------------------------------------|
 CJ1369
 CJ1369                          SUPERSEDED SURVEY CONTROL
 CJ1369
 CJ1369  NAD 83(1995)-  32 46 21.39858(N)    079 48 56.19756(W) AD(       ) 1
 CJ1369  ELLIP H (12/20/99)  -30.71   (m)                       GP(       ) 4 1
 CJ1369  NAD 83(1986)-  32 46 21.40914(N)    079 48 56.20007(W) AD(       ) 1
 CJ1369  NGVD 29 (05/09/91)    3.008  (m)            9.87   (f) ADJUSTED    1 2
 CJ1369
 CJ1369.Superseded values are not recommended for survey control.
 CJ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1369.See file dsdata.txt to determine how the superseded data were derived.
 CJ1369
 CJ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1092726700(NAD 83)
 CJ1369_MARKER: I = METAL ROD
 CJ1369_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CJ1369_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CJ1369_STAMPING: 3095 B 1990
 CJ1369_MARK LOGO: NGS   
 CJ1369_PROJECTION: FLUSH
 CJ1369_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1369+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ1369_ROD/PIPE-DEPTH: 21.6 meters
 CJ1369_SLEEVE-DEPTH  : 0.9 meters
 CJ1369
 CJ1369  HISTORY     - Date     Condition        Report By
 CJ1369  HISTORY     - 1990     MONUMENTED       NGS
 CJ1369  HISTORY     - 19900524 GOOD             NGS
 CJ1369  HISTORY     - 19900920 GOOD             NGS
 CJ1369  HISTORY     - 19970622 GOOD             USPSQD
 CJ1369  HISTORY     - 20030621 GOOD             USPSQD
 CJ1369
 CJ1369                          STATION DESCRIPTION
 CJ1369
 CJ1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1369'2.6 KM (1.6 MI) NORTHEASTERLY ALONG MIDDLE STREET (COUNTY ROAD
 CJ1369'S-10-599) FROM THE POST OFFICE IN SULLIVANS ISLAND, THENCE 0.1 KM
 CJ1369'(0.1 MI) SOUTHEASTERLY ALONG 32ND STREET, 19.8 M (65.0 FT)
 CJ1369'SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 0297831 WITH TWO GUY WIRES,
 CJ1369'18.1 M (59.4 FT) WEST OF UTILITY POLE NUMBER 317704 WITH ONE GUY
 CJ1369'WIRE, 7.2 M (23.6 FT) SOUTHWEST OF THE CENTER OF THE STREET, 6.9 M
 CJ1369'(22.6 FT) SOUTHEAST OF THE CENTER OF ION AVENUE, 0.3 M (1.0 FT)
 CJ1369'SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 CJ1369'THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CJ1369'CAP.
 CJ1369
 CJ1369                          STATION RECOVERY (1990)
 CJ1369
 CJ1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ1369'THE STATION IS LOCATED ON SULLIVANS ISLAND, ABOUT 2.55 KM (1.58 MI)
 CJ1369'SOUTH-SOUTHEAST OF MOUNT PLEASANT, AT THE JUNCTION OF STATION 32ND
 CJ1369'STREET AND ION AVENUE.  OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER,
 CJ1369'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1369'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 703
 CJ1369'BRIDGE OVER THE INTERCOASTAL WATERWAY, GO SOUTHEAST ON STATE HIGHWAY
 CJ1369'703 FOR 0.94 KM (0.58 MI) TO A POINT WHERE STATE HIGHWAY 703 TURNS
 CJ1369'LEFT (JASPER BOULEVARD) AND STATION 22 1/2 STREET STRAIGHT AHEAD,
 CJ1369'TURN LEFT, NORTHEAST, ON STATE HIGHWAY 703 (JASPER BOULEVARD) FOR 1.8
 CJ1369'KM (1.1 MI) TO THE JUNCTION OF STATION 30TH STREET, TURN RIGHT,
 CJ1369'SOUTHEAST, ON STATION 30TH STREET FOR 0.24 KM (0.15 MI) TO THE
 CJ1369'JUNCTION OF ION AVENUE, TURN LEFT, NORTHEAST, 0N ION AVENUE FOR 0.5
 CJ1369'KM (0.3 MI) TO ITS END AT THE JUNCTION OF STATION 32ND STREET AND THE
 CJ1369'STATION ON RIGHT,  A STANDARD NGS STAINLESS STEEL ROD DRIVEN TO REFUSA
 CJ1369'WITH TOP OF THE DATUM POINT CENTER PUNCHED, ENCASED IN A 1-INCH PVC
 CJ1369'PIPE FILLED WITH GREASE AND SURROUNDED BY A 5-INCH PVC PIPE WITH AN
 CJ1369'ALUMINUM LOGO CAP FLUSH WITH THE GROUND.  LOCATED 7.2 M (23.6 FT)
 CJ1369'SOUTHWEST OF THE CENTER OF STATION 32ND STREET, 6.8 M (22.3 FT)
 CJ1369'SOUTHEAST OF THE CENTER OF ION AVENUE, 1.5 M (4.9 FT) SOUTH-SOUTHEAST
 CJ1369'OF THE METAL POST OF A STOP SIGN, 1.1 M (3.6 FT) SOUTHEAST OF A
 CJ1369'CONCRETE POST STREET SIGN AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS
 CJ1369'WITNESS POST.
 CJ1369
 CJ1369                          STATION RECOVERY (1997)
 CJ1369
 CJ1369'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1369'RECOVERED IN GOOD CONDITION.
 CJ1369
 CJ1369                          STATION RECOVERY (2003)
 CJ1369
 CJ1369'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ1369'NO UTILITY POLE NEARBY, WIRING IS NOW UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3124 ***********************************************************************
 EC3124  DESIGNATION -  31 001
 EC3124  PID         -  EC3124
 EC3124  STATE/COUNTY-  SC/LEE
 EC3124  USGS QUAD   -  ELLIOTT (1973)
 EC3124
 EC3124                         *CURRENT SURVEY CONTROL
 EC3124  ___________________________________________________________________
 EC3124* NAD 83(1986)-  34 03 03.     (N)    080 14 52.     (W)     SCALED    
 EC3124* NAVD 88     -        50.062  (meters)     164.25   (feet)  ADJUSTED  
 EC3124  ___________________________________________________________________
 EC3124  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EC3124  DYNAMIC HT  -          50.012 (meters)     164.08  (feet)  COMP
 EC3124  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 EC3124
 EC3124  VERT ORDER  -  FIRST     CLASS II
 EC3124
 EC3124.The horizontal coordinates were scaled from a topographic map and have
 EC3124.an estimated accuracy of +/- 6 seconds.
 EC3124
 EC3124.The orthometric height was determined by differential leveling
 EC3124.and adjusted by the National Geodetic Survey in June 1994..
 EC3124
 EC3124.The geoid height was determined by GEOID03.
 EC3124
 EC3124.The dynamic height is computed by dividing the NAVD 88
 EC3124.geopotential number by the normal gravity value computed on the
 EC3124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3124.degrees latitude (g = 980.6199 gals.).
 EC3124
 EC3124.The modeled gravity was interpolated from observed gravity values.
 EC3124
 EC3124;                    North         East    Units  Estimated Accuracy
 EC3124;SPC SC       -   246,170.      679,040.      MT  (+/- 180 meters Scaled)
 EC3124
 EC3124                          SUPERSEDED SURVEY CONTROL
 EC3124
 EC3124.No superseded survey control is available for this station.
 EC3124
 EC3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT694680(NAD 83)
 EC3124_MARKER: DD = SURVEY DISK
 EC3124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3124_SP_SET: CONCRETE POST
 EC3124_STAMPING: 31 001 1993
 EC3124_MARK LOGO: SCGS  
 EC3124_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3124+STABILITY: SURFACE MOTION
 EC3124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3124+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3124
 EC3124  HISTORY     - Date     Condition        Report By
 EC3124  HISTORY     - 1993     MONUMENTED       SCGS
 EC3124
 EC3124                          STATION DESCRIPTION
 EC3124
 EC3124'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3124'STATION IS LOCATED 6.2 MILES (10.0 KM) SOUTHWEST OF ELLIOTT.
 EC3124'OWNERSHIP--JAMES ADDISON, ROUTE 11, BOX 212, SUMTER, SC 29153. TO
 EC3124'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 401 AND STATE
 EC3124'HIGHWAY 154 IN SAINT CHARLES, 4.2 MILES (6.8 KM) SOUTHWEST OF
 EC3124'ELLIOTT, GO WEST SOUTHWEST ON HIGHWAY 401 FOR 1.6 MILES (2.6 KM) TO
 EC3124'THE JUNCTION OF STATE ROAD 459 (MOUNT MORIAH ROAD), CONTINUE ON
 EC3124'HIGHWAY 401 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR
 EC3124'THE SOUTH CORNER OF A BRICK HOUSE. STATION IS A CONCRETE POST FLUSH
 EC3124'WITH THE GROUND AND LEVEL WITH THE ROAD, 87.0 FEET (26.5 M) NORTH
 EC3124'NORTHWEST OF THE CENTER OF THE HIGHWAY, 12.2 FEET (3.7 M) WEST
 EC3124'SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 45.9 FEET (14.0 M) EAST
 EC3124'NORTHEAST OF THE EAST CORNER OF ANOTHER BRICK HOUSE, 37.3 FEET
 EC3124'(11.4 M) NORTH NORTHWEST OF THE NORTH CORNER OF A BRICK WELLHOUSE,
 EC3124'52.0 FEET (15.8 M) NORTH OF A POWER POLE SYG95 WITH A FLOOD LIGHT AND
 EC3124'A TRANSFORMER, 32.3 FEET (9.8 M) EAST NORTHEAST OF THE NORTHEAST EDGE
 EC3124'OF A CONCRETE DRIVEWAY TO THE OTHER HOUSE. DESCRIBED BY C.E.
 EC3124'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3123 ***********************************************************************
 EC3123  DESIGNATION -  31 002
 EC3123  PID         -  EC3123
 EC3123  STATE/COUNTY-  SC/LEE
 EC3123  USGS QUAD   -  ELLIOTT (1973)
 EC3123
 EC3123                         *CURRENT SURVEY CONTROL
 EC3123  ___________________________________________________________________
 EC3123* NAD 83(1986)-  34 03 41.     (N)    080 13 37.     (W)     SCALED    
 EC3123* NAVD 88     -        51.001  (meters)     167.33   (feet)  ADJUSTED  
 EC3123  ___________________________________________________________________
 EC3123  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EC3123  DYNAMIC HT  -          50.950 (meters)     167.16  (feet)  COMP
 EC3123  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 EC3123
 EC3123  VERT ORDER  -  FIRST     CLASS II
 EC3123
 EC3123.The horizontal coordinates were scaled from a topographic map and have
 EC3123.an estimated accuracy of +/- 6 seconds.
 EC3123
 EC3123.The orthometric height was determined by differential leveling
 EC3123.and adjusted by the National Geodetic Survey in June 1994..
 EC3123
 EC3123.The geoid height was determined by GEOID03.
 EC3123
 EC3123.The dynamic height is computed by dividing the NAVD 88
 EC3123.geopotential number by the normal gravity value computed on the
 EC3123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3123.degrees latitude (g = 980.6199 gals.).
 EC3123
 EC3123.The modeled gravity was interpolated from observed gravity values.
 EC3123
 EC3123;                    North         East    Units  Estimated Accuracy
 EC3123;SPC SC       -   247,350.      680,950.      MT  (+/- 180 meters Scaled)
 EC3123
 EC3123                          SUPERSEDED SURVEY CONTROL
 EC3123
 EC3123.No superseded survey control is available for this station.
 EC3123
 EC3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT713692(NAD 83)
 EC3123_MARKER: DD = SURVEY DISK
 EC3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3123_SP_SET: CONCRETE POST
 EC3123_STAMPING: 31 002 1993
 EC3123_MARK LOGO: SCGS  
 EC3123_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3123+STABILITY: SURFACE MOTION
 EC3123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3123+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3123
 EC3123  HISTORY     - Date     Condition        Report By
 EC3123  HISTORY     - 1993     MONUMENTED       SCGS
 EC3123
 EC3123                          STATION DESCRIPTION
 EC3123
 EC3123'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3123'STATION IS LOCATED 4.4 MILES (7.1 KM) SOUTHWEST OF ELLIOTT.
 EC3123'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3123'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3123'JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 154 IN SAINT CHARLES,
 EC3123'4.2 MILES (6.8 KM) SOUTHWEST OF ELLIOTT, GO WEST SOUTHWEST ON HIGHWAY
 EC3123'401 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE LEFT NEAR A POWER
 EC3123'POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 EC3123'(0.3 M) BELOW THE HIGHWAY, 49.2 FEET (15.0 M) SOUTH SOUTHEAST OF THE
 EC3123'CENTER OF THE HIGHWAY, 118.6 FEET (36.1 M) EAST NORTHEAST OF A POWER
 EC3123'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 80.5 FEET (24.5 M) WEST
 EC3123'OF THE WEST CORNER OF A DILAPIDATED WOOD-SIDED HOUSE, 21.5 FEET
 EC3123'(6.6 M) SOUTH SOUTHWEST OF THE SUPPORT POST FOR A TELEPHONE JUNCTION
 EC3123'BOX NUMBER 11725/85, 88.6 FEET (27.0 M) NORTH NORTHEAST OF THE
 EC3123'NORTHWEST CORNER OF A BRICK FIREPLACE, 10.3 FEET (3.1 M) SOUTHWEST OF
 EC3123'A WITNESS POST AT THE POWER POLE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3121 ***********************************************************************
 EC3121  DESIGNATION -  31 003
 EC3121  PID         -  EC3121
 EC3121  STATE/COUNTY-  SC/LEE
 EC3121  USGS QUAD   -  ELLIOTT (1973)
 EC3121
 EC3121                         *CURRENT SURVEY CONTROL
 EC3121  ___________________________________________________________________
 EC3121* NAD 83(1986)-  34 04 15.     (N)    080 12 38.     (W)     SCALED    
 EC3121* NAVD 88     -        50.644  (meters)     166.15   (feet)  ADJUSTED  
 EC3121  ___________________________________________________________________
 EC3121  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EC3121  DYNAMIC HT  -          50.593 (meters)     165.99  (feet)  COMP
 EC3121  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 EC3121
 EC3121  VERT ORDER  -  FIRST     CLASS II
 EC3121
 EC3121.The horizontal coordinates were scaled from a topographic map and have
 EC3121.an estimated accuracy of +/- 6 seconds.
 EC3121
 EC3121.The orthometric height was determined by differential leveling
 EC3121.and adjusted by the National Geodetic Survey in June 1994..
 EC3121
 EC3121.The geoid height was determined by GEOID03.
 EC3121
 EC3121.The dynamic height is computed by dividing the NAVD 88
 EC3121.geopotential number by the normal gravity value computed on the
 EC3121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3121.degrees latitude (g = 980.6199 gals.).
 EC3121
 EC3121.The modeled gravity was interpolated from observed gravity values.
 EC3121
 EC3121;                    North         East    Units  Estimated Accuracy
 EC3121;SPC SC       -   248,410.      682,460.      MT  (+/- 180 meters Scaled)
 EC3121
 EC3121                          SUPERSEDED SURVEY CONTROL
 EC3121
 EC3121.No superseded survey control is available for this station.
 EC3121
 EC3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT728702(NAD 83)
 EC3121_MARKER: DD = SURVEY DISK
 EC3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3121_SP_SET: CONCRETE POST
 EC3121_STAMPING: 31 003 1993
 EC3121_MARK LOGO: SCGS  
 EC3121_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3121+STABILITY: SURFACE MOTION
 EC3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3121+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3121
 EC3121  HISTORY     - Date     Condition        Report By
 EC3121  HISTORY     - 1993     MONUMENTED       SCGS
 EC3121
 EC3121                          STATION DESCRIPTION
 EC3121
 EC3121'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3121'STATION IS LOCATED 3.55 MILES (5.71 KM) SOUTHWEST OF ELLIOTT.
 EC3121'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3121'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3121'JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 154 IN SAINT CHARLES,
 EC3121'4.2 MILES (6.8 KM) SOUTHWEST OF ELLIOTT, GO EAST NORTHEAST ON HIGHWAY
 EC3121'401 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 154 (NANCY
 EC3121'BRANCH ROAD) AND THE STATION NEAR A TELEPHONE JUNCTION BOX IN THE
 EC3121'SOUTHWEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH
 EC3121'WITH THE GROUND AND LEVEL WITH THE ROAD, 66.5 FEET (20.3 M) SOUTHEAST
 EC3121'OF THE CENTER OF THE HIGHWAY, 25.2 FEET (7.7 M) WEST SOUTHWEST OF THE
 EC3121'CENTER OF THE ROAD, 10.3 FEET (3.1 M) NORTH NORTHEAST OF THE
 EC3121'TELEPHONE JUNCTION BOX NUMBER 3258/14-3/1, 65.3 FEET (19.9 M)
 EC3121'NORTHEAST OF THE NORTH CORNER OF A CONCRETE BLOCK BUILDING, 28.6 FEET
 EC3121'(8.7 M) SOUTH SOUTHEAST OF A POWER POLE CN51 WITH A TRANSFORMER, 4.1
 EC3121'FEET (1.2 M) NORTH NORTHWEST OF A WITNESS POST. DESCRIBED BY C.E.
 EC3121'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3120 ***********************************************************************
 EC3120  DESIGNATION -  31 004
 EC3120  PID         -  EC3120
 EC3120  STATE/COUNTY-  SC/LEE
 EC3120  USGS QUAD   -  ELLIOTT (1973)
 EC3120
 EC3120                         *CURRENT SURVEY CONTROL
 EC3120  ___________________________________________________________________
 EC3120* NAD 83(1986)-  34 04 44.     (N)    080 12 07.     (W)     SCALED    
 EC3120* NAVD 88     -        49.429  (meters)     162.17   (feet)  ADJUSTED  
 EC3120  ___________________________________________________________________
 EC3120  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EC3120  DYNAMIC HT  -          49.379 (meters)     162.00  (feet)  COMP
 EC3120  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 EC3120
 EC3120  VERT ORDER  -  FIRST     CLASS II
 EC3120
 EC3120.The horizontal coordinates were scaled from a topographic map and have
 EC3120.an estimated accuracy of +/- 6 seconds.
 EC3120
 EC3120.The orthometric height was determined by differential leveling
 EC3120.and adjusted by the National Geodetic Survey in June 1994..
 EC3120
 EC3120.The geoid height was determined by GEOID03.
 EC3120
 EC3120.The dynamic height is computed by dividing the NAVD 88
 EC3120.geopotential number by the normal gravity value computed on the
 EC3120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3120.degrees latitude (g = 980.6199 gals.).
 EC3120
 EC3120.The modeled gravity was interpolated from observed gravity values.
 EC3120
 EC3120;                    North         East    Units  Estimated Accuracy
 EC3120;SPC SC       -   249,310.      683,250.      MT  (+/- 180 meters Scaled)
 EC3120
 EC3120                          SUPERSEDED SURVEY CONTROL
 EC3120
 EC3120.No superseded survey control is available for this station.
 EC3120
 EC3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT736711(NAD 83)
 EC3120_MARKER: DD = SURVEY DISK
 EC3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3120_SP_SET: CONCRETE POST
 EC3120_STAMPING: 31 004 1993
 EC3120_MARK LOGO: SCGS  
 EC3120_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3120+STABILITY: SURFACE MOTION
 EC3120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3120+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3120
 EC3120  HISTORY     - Date     Condition        Report By
 EC3120  HISTORY     - 1993     MONUMENTED       SCGS
 EC3120
 EC3120                          STATION DESCRIPTION
 EC3120
 EC3120'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3120'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHWEST OF ELLIOTT.
 EC3120'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3120'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3120'JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 154 IN SAINT CHARLES,
 EC3120'4.2 MILES (6.8 KM) SOUTHWEST OF ELLIOTT, GO EAST NORTHEAST ON HIGHWAY
 EC3120'401 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 44 (DOG
 EC3120'ISLAND AND WELLS ROAD), TURN LEFT ON ROAD 44 FOR 0.1 MILE (0.2 KM) TO
 EC3120'THE STATION ON THE LEFT BETWEEN A DRIVEWAY LEADING TO A MOBILE HOME
 EC3120'AND A FIELD ACCESS ROAD. STATION IS A CONCRETE POST FLUSH WITH THE
 EC3120'GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 27.4 FEET (8.4 M)
 EC3120'SOUTHWEST OF THE CENTER OF THE ROAD, 22.7 FEET (6.9 M) SOUTH SOUTHEAST
 EC3120'OF THE SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EC3120'FIELD ACCESS ROAD, 26.6 FEET (8.1 M) EAST SOUTHEAST OF THE SOUTHEAST
 EC3120'IRON PIPE GATE POST OF THE GATE ACROSS THE FIELD ACCESS ROAD, 80.8
 EC3120'FEET (24.6 M) SOUTHEAST OF THE POWER POLE CL90/61 WITH TWO GUY WIRES,
 EC3120'30.0 FEET (9.1 M) SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 11.3 FEET
 EC3120'(3.4 M) NORTHEAST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3119 ***********************************************************************
 EC3119  DESIGNATION -  31 005
 EC3119  PID         -  EC3119
 EC3119  STATE/COUNTY-  SC/LEE
 EC3119  USGS QUAD   -  ELLIOTT (1973)
 EC3119
 EC3119                         *CURRENT SURVEY CONTROL
 EC3119  ___________________________________________________________________
 EC3119* NAD 83(1986)-  34 05 14.     (N)    080 11 12.     (W)     SCALED    
 EC3119* NAVD 88     -        52.322  (meters)     171.66   (feet)  ADJUSTED  
 EC3119  ___________________________________________________________________
 EC3119  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EC3119  DYNAMIC HT  -          52.270 (meters)     171.49  (feet)  COMP
 EC3119  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 EC3119
 EC3119  VERT ORDER  -  FIRST     CLASS II
 EC3119
 EC3119.The horizontal coordinates were scaled from a topographic map and have
 EC3119.an estimated accuracy of +/- 6 seconds.
 EC3119
 EC3119.The orthometric height was determined by differential leveling
 EC3119.and adjusted by the National Geodetic Survey in June 1994..
 EC3119
 EC3119.The geoid height was determined by GEOID03.
 EC3119
 EC3119.The dynamic height is computed by dividing the NAVD 88
 EC3119.geopotential number by the normal gravity value computed on the
 EC3119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3119.degrees latitude (g = 980.6199 gals.).
 EC3119
 EC3119.The modeled gravity was interpolated from observed gravity values.
 EC3119
 EC3119;                    North         East    Units  Estimated Accuracy
 EC3119;SPC SC       -   250,240.      684,650.      MT  (+/- 180 meters Scaled)
 EC3119
 EC3119                          SUPERSEDED SURVEY CONTROL
 EC3119
 EC3119.No superseded survey control is available for this station.
 EC3119
 EC3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT750721(NAD 83)
 EC3119_MARKER: DD = SURVEY DISK
 EC3119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3119_SP_SET: CONCRETE POST
 EC3119_STAMPING: 31 005 1993
 EC3119_MARK LOGO: SCGS  
 EC3119_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3119+STABILITY: SURFACE MOTION
 EC3119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3119+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3119
 EC3119  HISTORY     - Date     Condition        Report By
 EC3119  HISTORY     - 1993     MONUMENTED       SCGS
 EC3119
 EC3119                          STATION DESCRIPTION
 EC3119
 EC3119'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3119'STATION IS LOCATED 1.8 MILES (2.9 KM) SOUTHWEST OF ELLIOTT.
 EC3119'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3119'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3119'JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 527 IN ELLIOTT, GO
 EC3119'SOUTHWEST ON HIGHWAY 401 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF
 EC3119'STATE ROAD 311 (STONEY RUN ROAD), CONTINUE ON HIGHWAY 401 FOR 0.9
 EC3119'MILE (1.4 KM) TO THE STATION ON THE LEFT NEAR A CONCRETE PIPE CULVERT
 EC3119'BENEATH THE HIGHWAY, 1.0 MILE (1.6 KM) NORTHEAST OF THE JUNCTION OF
 EC3119'STATE ROAD 44 (DOG ISLAND AND WELLS ROADS). STATION IS A CONCRETE
 EC3119'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 8.0 FEET
 EC3119'(2.4 M) NORTHEAST OF A PIECE OF 1/2-INCH RE-BAR (CORNER IRON) AT THE
 EC3119'BASE OF A 1.5-FOOT WILLOW OAK TREE, 36.6 FEET (11.2 M) SOUTH
 EC3119'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 10.3 FEET (3.1 M) SOUTHEAST
 EC3119'OF THE SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT, 102.0 FEET
 EC3119'(31.1 M) NORTHEAST OF THE NORTH CORNER OF A CONCRETE BLOCK HOUSE,
 EC3119'81.8 FEET (24.9 M) SOUTHEAST OF A POWER POLE CL26, 2.1 FEET (0.6 M)
 EC3119'NORTH NORTHEAST OF A WITNESS POST AT A FENCE CORNER POST. DESCRIBED BY
 EC3119'C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3118 ***********************************************************************
 EC3118  DESIGNATION -  31 006
 EC3118  PID         -  EC3118
 EC3118  STATE/COUNTY-  SC/LEE
 EC3118  USGS QUAD   -  ELLIOTT (1973)
 EC3118
 EC3118                         *CURRENT SURVEY CONTROL
 EC3118  ___________________________________________________________________
 EC3118* NAD 83(1986)-  34 05 42.     (N)    080 10 31.     (W)     SCALED    
 EC3118* NAVD 88     -        51.818  (meters)     170.01   (feet)  ADJUSTED  
 EC3118  ___________________________________________________________________
 EC3118  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EC3118  DYNAMIC HT  -          51.766 (meters)     169.84  (feet)  COMP
 EC3118  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 EC3118
 EC3118  VERT ORDER  -  FIRST     CLASS II
 EC3118
 EC3118.The horizontal coordinates were scaled from a topographic map and have
 EC3118.an estimated accuracy of +/- 6 seconds.
 EC3118
 EC3118.The orthometric height was determined by differential leveling
 EC3118.and adjusted by the National Geodetic Survey in June 1994..
 EC3118
 EC3118.The geoid height was determined by GEOID03.
 EC3118
 EC3118.The dynamic height is computed by dividing the NAVD 88
 EC3118.geopotential number by the normal gravity value computed on the
 EC3118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3118.degrees latitude (g = 980.6199 gals.).
 EC3118
 EC3118.The modeled gravity was interpolated from observed gravity values.
 EC3118
 EC3118;                    North         East    Units  Estimated Accuracy
 EC3118;SPC SC       -   251,110.      685,690.      MT  (+/- 180 meters Scaled)
 EC3118
 EC3118                          SUPERSEDED SURVEY CONTROL
 EC3118
 EC3118.No superseded survey control is available for this station.
 EC3118
 EC3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT760729(NAD 83)
 EC3118_MARKER: DD = SURVEY DISK
 EC3118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3118_SP_SET: CONCRETE POST
 EC3118_STAMPING: 31 006 1993
 EC3118_MARK LOGO: SCGS  
 EC3118_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3118+STABILITY: SURFACE MOTION
 EC3118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3118+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3118
 EC3118  HISTORY     - Date     Condition        Report By
 EC3118  HISTORY     - 1993     MONUMENTED       SCGS
 EC3118
 EC3118                          STATION DESCRIPTION
 EC3118
 EC3118'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3118'STATION IS LOCATED 0.95 MILE (1.53 KM) SOUTHWEST OF ELLIOTT.
 EC3118'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3118'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3118'JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 527 IN ELLIOTT, GO
 EC3118'SOUTHWEST ON HIGHWAY 401 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF
 EC3118'STATE ROAD 311 (STONY RUN ROAD), TURN LEFT ON ROAD 311 FOR 0.05 MILE
 EC3118'(0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A
 EC3118'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 EC3118'ROAD, 23.7 FEET (7.2 M) EAST OF THE CENTER OF THE ROAD, 61.3 FEET
 EC3118'(18.7 M) EAST NORTHEAST OF THE A POWER POLE CK59, 103.2 FEET
 EC3118'(31.5 M) NORTH OF THE EAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 EC3118'BENEATH THE ROAD, 21.3 FEET (6.5 M) SOUTHWEST OF THE GUY WIRE ANCHOR
 EC3118'AT THE BASE OF A LARGE PINE TREE, 282.8 FEET (86.2 M) SOUTH OF THE
 EC3118'SOUTHEAST CORNER OF THE EAST CURB OF A BOX CULVERT BENEATH THE ROAD,
 EC3118'8.3 FEET (2.5 M) SOUTH OF A WITNESS POST AT THE POWER POLE CK58 WITH
 EC3118'TWO GUY WIRES. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3117 ***********************************************************************
 EC3117  DESIGNATION -  31 007
 EC3117  PID         -  EC3117
 EC3117  STATE/COUNTY-  SC/LEE
 EC3117  USGS QUAD   -  ELLIOTT (1973)
 EC3117
 EC3117                         *CURRENT SURVEY CONTROL
 EC3117  ___________________________________________________________________
 EC3117* NAD 83(1986)-  34 06 05.     (N)    080 10 05.     (W)     SCALED    
 EC3117* NAVD 88     -        52.280  (meters)     171.52   (feet)  ADJUSTED  
 EC3117  ___________________________________________________________________
 EC3117  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EC3117  DYNAMIC HT  -          52.228 (meters)     171.35  (feet)  COMP
 EC3117  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 EC3117
 EC3117  VERT ORDER  -  FIRST     CLASS II
 EC3117
 EC3117.The horizontal coordinates were scaled from a topographic map and have
 EC3117.an estimated accuracy of +/- 6 seconds.
 EC3117
 EC3117.The orthometric height was determined by differential leveling
 EC3117.and adjusted by the National Geodetic Survey in June 1994..
 EC3117
 EC3117.The geoid height was determined by GEOID03.
 EC3117
 EC3117.The dynamic height is computed by dividing the NAVD 88
 EC3117.geopotential number by the normal gravity value computed on the
 EC3117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3117.degrees latitude (g = 980.6199 gals.).
 EC3117
 EC3117.The modeled gravity was interpolated from observed gravity values.
 EC3117
 EC3117;                    North         East    Units  Estimated Accuracy
 EC3117;SPC SC       -   251,830.      686,350.      MT  (+/- 180 meters Scaled)
 EC3117
 EC3117                          SUPERSEDED SURVEY CONTROL
 EC3117
 EC3117.No superseded survey control is available for this station.
 EC3117
 EC3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT767737(NAD 83)
 EC3117_MARKER: DD = SURVEY DISK
 EC3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3117_SP_SET: CONCRETE POST
 EC3117_STAMPING: 31 007 1993
 EC3117_MARK LOGO: SCGS  
 EC3117_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3117+STABILITY: SURFACE MOTION
 EC3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3117+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3117
 EC3117  HISTORY     - Date     Condition        Report By
 EC3117  HISTORY     - 1993     MONUMENTED       SCGS
 EC3117
 EC3117                          STATION DESCRIPTION
 EC3117
 EC3117'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3117'STATION IS LOCATED IN ELLIOTT. OWNERSHIP--SANDY AND GARY GRAHAM, ROUTE
 EC3117'3, BOX 95, ELLIOTT, SC 29046, PHONE 803-428-5173. TO REACH THE
 EC3117'STATION FROM THE JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 527
 EC3117'IN ELLIOTT, GO SOUTHWEST ON HIGHWAY 401 FOR 0.35 MILE (0.56 KM) TO
 EC3117'THE STATION ON THE RIGHT NEAR THE EAST CORNER OF A TWO-STORY
 EC3117'WOOD-SIDED HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EC3117'AND 1.5 FEET (0.5 M) ABOVE THE HIGHWAY, 81.0 FEET (24.7 M) NORTHWEST
 EC3117'OF THE CENTER OF THE HIGHWAY, 24.5 FEET (7.5 M) EAST OF THE EAST
 EC3117'CORNER OF THE HOUSE, 167.8 FEET (51.1 M) WEST SOUTHWEST OF A POWER
 EC3117'POLE SYF43 WITH A GUY WIRE, 83.5 FEET (25.5 M) WEST OF A TELEPHONE
 EC3117'JUNCTION BOX 2245/0C/1, 71.6 FEET (21.8 M) NORTH NORTHEAST OF THE
 EC3117'NORTH CORNER OF A WATER METER BOX, 36.5 FEET (11.1 M) EAST OF THE
 EC3117'EAST CORNER OF THE BASE OF THE NORTHEAST CHIMNEY OF THE HOUSE.
 EC3117'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3086 ***********************************************************************
 EC3086  DESIGNATION -  31 008
 EC3086  PID         -  EC3086
 EC3086  STATE/COUNTY-  SC/LEE
 EC3086  USGS QUAD   -  ELLIOTT (1973)
 EC3086
 EC3086                         *CURRENT SURVEY CONTROL
 EC3086  ___________________________________________________________________
 EC3086* NAD 83(1986)-  34 06 35.     (N)    080 09 27.     (W)     SCALED    
 EC3086* NAVD 88     -        53.047  (meters)     174.04   (feet)  ADJUSTED  
 EC3086  ___________________________________________________________________
 EC3086  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EC3086  DYNAMIC HT  -          52.994 (meters)     173.86  (feet)  COMP
 EC3086  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 EC3086
 EC3086  VERT ORDER  -  FIRST     CLASS II
 EC3086
 EC3086.The horizontal coordinates were scaled from a topographic map and have
 EC3086.an estimated accuracy of +/- 6 seconds.
 EC3086
 EC3086.The orthometric height was determined by differential leveling
 EC3086.and adjusted by the National Geodetic Survey in June 1994..
 EC3086
 EC3086.The geoid height was determined by GEOID03.
 EC3086
 EC3086.The dynamic height is computed by dividing the NAVD 88
 EC3086.geopotential number by the normal gravity value computed on the
 EC3086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3086.degrees latitude (g = 980.6199 gals.).
 EC3086
 EC3086.The modeled gravity was interpolated from observed gravity values.
 EC3086
 EC3086;                    North         East    Units  Estimated Accuracy
 EC3086;SPC SC       -   252,760.      687,320.      MT  (+/- 180 meters Scaled)
 EC3086
 EC3086                          SUPERSEDED SURVEY CONTROL
 EC3086
 EC3086.No superseded survey control is available for this station.
 EC3086
 EC3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT777746(NAD 83)
 EC3086_MARKER: DD = SURVEY DISK
 EC3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3086_SP_SET: CONCRETE POST
 EC3086_STAMPING: 31 008 1993
 EC3086_MARK LOGO: SCGS  
 EC3086_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3086+STABILITY: SURFACE MOTION
 EC3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3086+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3086
 EC3086  HISTORY     - Date     Condition        Report By
 EC3086  HISTORY     - 1993     MONUMENTED       SCGS
 EC3086
 EC3086                          STATION DESCRIPTION
 EC3086
 EC3086'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3086'STATION IS LOCATED 0.5 MILE (0.8 KM) NORTHEAST OF ELLIOTT, 6.8 MILES
 EC3086'(10.9 KM) SOUTHWEST OF LAMAR, 9.15 MILES (14.73 KM) SOUTH SOUTHEAST
 EC3086'OF BISHOPVILLE. OWNERSHIP--SAINT PAUL UNITED METHODIST CHURCH,
 EC3086'ELLIOTT, SC 29046. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EC3086'HIGHWAY 401 AND STATE HIGHWAY 527 IN ELLIOTT, GO NORTHEAST ON HIGHWAY
 EC3086'401 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 341 (CLARENCE
 EC3086'MCFADDIN ROAD) AND THE STATION NEAR THE SOUTH CORNER OF THE SAINT
 EC3086'PAUL UNITED METHODIST CHURCH IN THE NORTH ANGLE OF THE JUNCTION.
 EC3086'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC3086'ROAD, 160.5 FEET (48.9 M) NORTHWEST OF THE CENTER OF THE HIGHWAY,
 EC3086'24.4 FEET (7.4 M) NORTHEAST OF THE CENTER OF THE ROAD, 9.0 FEET
 EC3086'(2.7 M) SOUTHWEST OF THE SOUTH CORNER OF THE CHURCH, 36.5 FEET
 EC3086'(11.1 M) NORTH NORTHWEST OF THE NORTHWEST END OF A 1.5-FOOT CONCRETE
 EC3086'PIPE CULVERT BENEATH A PAVED APRON IN FRONT OF THE CHURCH, 58.7 FEET
 EC3086'(17.9 M) WEST SOUTHWEST OF A SECURITY LIGHT GA55 WITH A GUY IWRE,
 EC3086'12.8 FEET (3.9 M) WEST OF THE WEST CORNER OF THE BASE OF A BRICK SIGN
 EC3086'FOR THE CHURCH. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3085 ***********************************************************************
 EC3085  DESIGNATION -  31 009
 EC3085  PID         -  EC3085
 EC3085  STATE/COUNTY-  SC/LEE
 EC3085  USGS QUAD   -  ELLIOTT (1973)
 EC3085
 EC3085                         *CURRENT SURVEY CONTROL
 EC3085  ___________________________________________________________________
 EC3085* NAD 83(2001)-  34 07 12.22846(N)    080 08 39.41594(W)     ADJUSTED  
 EC3085* NAVD 88     -        51.195  (meters)     167.96   (feet)  ADJUSTED  
 EC3085  ___________________________________________________________________
 EC3085  X           -     904,760.830 (meters)                     COMP
 EC3085  Y           -  -5,207,807.053 (meters)                     COMP
 EC3085  Z           -   3,557,490.643 (meters)                     COMP
 EC3085  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 EC3085  ELLIP HEIGHT-          19.41  (meters)          (03/13/03) GPS OBS
 EC3085  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EC3085  DYNAMIC HT  -          51.145 (meters)     167.80  (feet)  COMP
 EC3085  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 EC3085
 EC3085  HORZ ORDER  -  FIRST
 EC3085  VERT ORDER  -  FIRST     CLASS II
 EC3085  ELLP ORDER  -  FOURTH    CLASS II
 EC3085
 EC3085.The horizontal coordinates were established by GPS observations
 EC3085.and adjusted by the National Geodetic Survey in March 2003..
 EC3085
 EC3085.The orthometric height was determined by differential leveling
 EC3085.and adjusted by the National Geodetic Survey in June 1994..
 EC3085
 EC3085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3085
 EC3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3085
 EC3085.The ellipsoidal height was determined by GPS observations
 EC3085.and is referenced to NAD 83.
 EC3085
 EC3085.The geoid height was determined by GEOID03.
 EC3085
 EC3085.The dynamic height is computed by dividing the NAVD 88
 EC3085.geopotential number by the normal gravity value computed on the
 EC3085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3085.degrees latitude (g = 980.6199 gals.).
 EC3085
 EC3085.The modeled gravity was interpolated from observed gravity values.
 EC3085
 EC3085;                    North         East     Units Scale Factor Converg.
 EC3085;SPC SC       -   253,917.206   688,529.151   MT  0.99982450   +0 28 27.9
 EC3085;SPC SC       -   833,061.70  2,258,953.91   iFT  0.99982450   +0 28 27.9
 EC3085;UTM  17      - 3,775,799.071   578,913.427   MT  0.99967676   +0 28 48.1
 EC3085
 EC3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3085!SPC SC       -   0.99999695  x   0.99982450  =   0.99982145
 EC3085!UTM  17      -   0.99999695  x   0.99967676  =   0.99967371
 EC3085
 EC3085                          SUPERSEDED SURVEY CONTROL
 EC3085
 EC3085  NAD 83(1995)-  34 07 12.22844(N)    080 08 39.41593(W) AD(       ) 1
 EC3085  ELLIP H (12/20/99)   19.42   (m)                       GP(       ) 4 1
 EC3085  NAD 83(1986)-  34 07 12.24007(N)    080 08 39.41510(W) AD(       ) 1
 EC3085
 EC3085.Superseded values are not recommended for survey control.
 EC3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3085.See file dsdata.txt to determine how the superseded data were derived.
 EC3085
 EC3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7891375799(NAD 83)
 EC3085_MARKER: DD = SURVEY DISK
 EC3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3085_SP_SET: CONCRETE POST
 EC3085_STAMPING: 31 009 1993
 EC3085_MARK LOGO: SCGS  
 EC3085_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3085+STABILITY: SURFACE MOTION
 EC3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3085+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3085
 EC3085  HISTORY     - Date     Condition        Report By
 EC3085  HISTORY     - 1993     MONUMENTED       SCGS
 EC3085  HISTORY     - 19961120 GOOD             SCGS
 EC3085
 EC3085                          STATION DESCRIPTION
 EC3085
 EC3085'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3085'STATION IS LOCATED NEAR THE SOUTHWEST FACE OF A CHAIN LINK FENCE
 EC3085'SURROUNDING AN ELECTRICAL SUBSTATION IN THE NORTH ANGLE OF THE
 EC3085'JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 341, 1.5 MILES
 EC3085'(2.4 KM) NORTHEAST OF ELLIOTT, 5.75 MILES (9.25 KM) SOUTHWEST OF
 EC3085'LAMAR, 9.05 MILES (14.56 KM) SOUTH SOUTHEAST OF BISHOPVILLE.
 EC3085'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3085'COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE POST
 EC3085'FLUSH WITH THE GROUND, 186.2 FEET (56.8 M) NORTHWEST OF THE CENTER OF
 EC3085'HIGHWAY 401, 216.0 FEET (65.8 M) NORTHEAST OF THE CENTER OF HIGHWAY
 EC3085'341, 85.5 FEET (26.1 M) SOUTH SOUTHEAST OF THE WEST CORNER OF THE
 EC3085'FENCE, 76.9 FEET (23.4 M) WEST NORTHWEST OF THE SOUTH CORNER OF THE
 EC3085'FENCE, 68.5 FEET (20.9 M) EAST OF THE NORTH HIGH TENSION LINE POLE
 EC3085'WITH FOUR GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED OF 3 HIGH
 EC3085'TENSION LINE POLES, 24.1 FEET (7.3 M) SOUTHWEST OF A WITNESS POST IN
 EC3085'THE FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3085
 EC3085                          STATION RECOVERY (1996)
 EC3085
 EC3085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EC3085'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3087 ***********************************************************************
 EC3087  DESIGNATION -  31 010
 EC3087  PID         -  EC3087
 EC3087  STATE/COUNTY-  SC/LEE
 EC3087  USGS QUAD   -  ELLIOTT (1973)
 EC3087
 EC3087                         *CURRENT SURVEY CONTROL
 EC3087  ___________________________________________________________________
 EC3087* NAD 83(1986)-  34 06 44.     (N)    080 09 58.     (W)     SCALED    
 EC3087* NAVD 88     -        52.681  (meters)     172.84   (feet)  ADJUSTED  
 EC3087  ___________________________________________________________________
 EC3087  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EC3087  DYNAMIC HT  -          52.629 (meters)     172.67  (feet)  COMP
 EC3087  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 EC3087
 EC3087  VERT ORDER  -  FIRST     CLASS II
 EC3087
 EC3087.The horizontal coordinates were scaled from a topographic map and have
 EC3087.an estimated accuracy of +/- 6 seconds.
 EC3087
 EC3087.The orthometric height was determined by differential leveling
 EC3087.and adjusted by the National Geodetic Survey in June 1994..
 EC3087
 EC3087.The geoid height was determined by GEOID03.
 EC3087
 EC3087.The dynamic height is computed by dividing the NAVD 88
 EC3087.geopotential number by the normal gravity value computed on the
 EC3087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3087.degrees latitude (g = 980.6199 gals.).
 EC3087
 EC3087.The modeled gravity was interpolated from observed gravity values.
 EC3087
 EC3087;                    North         East    Units  Estimated Accuracy
 EC3087;SPC SC       -   253,030.      686,520.      MT  (+/- 180 meters Scaled)
 EC3087
 EC3087                          SUPERSEDED SURVEY CONTROL
 EC3087
 EC3087.No superseded survey control is available for this station.
 EC3087
 EC3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT769749(NAD 83)
 EC3087_MARKER: DD = SURVEY DISK
 EC3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3087_SP_SET: CONCRETE POST
 EC3087_STAMPING: 31 010 1993
 EC3087_MARK LOGO: SCGS  
 EC3087_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3087+STABILITY: SURFACE MOTION
 EC3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3087+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3087
 EC3087  HISTORY     - Date     Condition        Report By
 EC3087  HISTORY     - 1993     MONUMENTED       SCGS
 EC3087
 EC3087                          STATION DESCRIPTION
 EC3087
 EC3087'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3087'STATION IS LOCATED 0.5 MILE (0.8 KM) NORTH NORTHWEST OF ELLIOTT, 7.05
 EC3087'MILES (11.35 KM) SOUTHWEST OF LAMAR, 8.75 MILES (14.08 KM) SOUTH
 EC3087'SOUTHEAST OF BISHOPVILLE. OWNERSHIP--TERESSA H. SMITH, ROUTE 3, BOX
 EC3087'92, BISHOPVILLE, SC 29010, PHONE 803-428-3562. TO REACH THE STATION
 EC3087'FROM THE JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 527 IN
 EC3087'ELLIOTT, GO NORTH ON HIGHWAY 527 FOR 0.3 MILE (0.5 KM) TO THE
 EC3087'JUNCTION OF STATE ROAD 234, CONTINUE ON HIGHWAY 527 FOR 0.3 MILE
 EC3087'(0.5 KM) TO THE STATION ON THE LEFT NEAR THE EAST CORNER OF A
 EC3087'WOOD-SIDED HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EC3087'AND LEVEL WITH THE HIGHWAY, 55.5 FEET (16.9 M) WEST SOUTHWEST OF THE
 EC3087'CENTER OF THE HIGHWAY, 15.8 FEET (4.8 M) SOUTH SOUTHEAST OF THE EAST
 EC3087'CORNER OF THE HOUSE, 11.8 FEET (3.6 M) SOUTH SOUTHWEST OF THE EAST
 EC3087'CORNER OF THE FOUNDATION OF THE FRONT PORCH OF THE HOUSE, 50.1 FEET
 EC3087'(15.3 M) WEST NORTHWEST OF A POWER POLE 80/CJ90 WITH A GUY WIRE, 57.8
 EC3087'FEET (17.6 M) EAST NORTHEAST OF A SECURITY LIGHT POLE CJ91 WITH A GUY
 EC3087'WIRE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3088 ***********************************************************************
 EC3088  DESIGNATION -  31 011
 EC3088  PID         -  EC3088
 EC3088  STATE/COUNTY-  SC/LEE
 EC3088  USGS QUAD   -  ELLIOTT (1973)
 EC3088
 EC3088                         *CURRENT SURVEY CONTROL
 EC3088  ___________________________________________________________________
 EC3088* NAD 83(1986)-  34 07 12.     (N)    080 10 20.     (W)     SCALED    
 EC3088* NAVD 88     -        53.773  (meters)     176.42   (feet)  ADJUSTED  
 EC3088  ___________________________________________________________________
 EC3088  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EC3088  DYNAMIC HT  -          53.719 (meters)     176.24  (feet)  COMP
 EC3088  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 EC3088
 EC3088  VERT ORDER  -  FIRST     CLASS II
 EC3088
 EC3088.The horizontal coordinates were scaled from a topographic map and have
 EC3088.an estimated accuracy of +/- 6 seconds.
 EC3088
 EC3088.The orthometric height was determined by differential leveling
 EC3088.and adjusted by the National Geodetic Survey in June 1994..
 EC3088
 EC3088.The geoid height was determined by GEOID03.
 EC3088
 EC3088.The dynamic height is computed by dividing the NAVD 88
 EC3088.geopotential number by the normal gravity value computed on the
 EC3088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3088.degrees latitude (g = 980.6199 gals.).
 EC3088
 EC3088.The modeled gravity was interpolated from observed gravity values.
 EC3088
 EC3088;                    North         East    Units  Estimated Accuracy
 EC3088;SPC SC       -   253,890.      685,950.      MT  (+/- 180 meters Scaled)
 EC3088
 EC3088                          SUPERSEDED SURVEY CONTROL
 EC3088
 EC3088.No superseded survey control is available for this station.
 EC3088
 EC3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT763757(NAD 83)
 EC3088_MARKER: DD = SURVEY DISK
 EC3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3088_SP_SET: CONCRETE POST
 EC3088_STAMPING: 31 011 1993
 EC3088_MARK LOGO: SCGS  
 EC3088_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3088+STABILITY: SURFACE MOTION
 EC3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3088+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3088
 EC3088  HISTORY     - Date     Condition        Report By
 EC3088  HISTORY     - 1993     MONUMENTED       SCGS
 EC3088
 EC3088                          STATION DESCRIPTION
 EC3088
 EC3088'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3088'STATION IS LOCATED 1.2 MILES (1.9 KM) NORTH NORTHWEST OF ELLIOTT, 8.75
 EC3088'MILES (14.08 KM) SOUTH SOUTHEAST OF BISHOPVILLE. OWNERSHIP--SCDOT,
 EC3088'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3088'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3088'401 AND STATE HIGHWAY 527 IN ELLIOTT, GO NORTH ON HIGHWAY 527 FOR 1.2
 EC3088'MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 199 (ROUSE ROAD) AND THE
 EC3088'STATION NEAR A POWER POLE IN THE SOUTH ANGLE OF THE JUNCTION. STATION
 EC3088'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD,
 EC3088'66.2 FEET (20.2 M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 35.6
 EC3088'FEET (10.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 5.6 FEET
 EC3088'(1.7 M) EAST NORTHEAST OF THE POWER POLE CK12 WITH TWO GUY WIRES,
 EC3088'27.5 FEET (8.4 M) WEST SOUTHWEST OF A POWER POLE 84-9/CK11, 28.9 FEET
 EC3088'(8.8 M) WEST OF A SUPPORT POST 2100/11/3/R FOR A TELEPHONE JUNCTION
 EC3088'BOX NUMBER 2200/12/2, 13.3 FEET (4.1 M) WEST SOUTHWEST OF A WITNESS
 EC3088'POST AT A GUY WIRE ANCHOR. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3089 ***********************************************************************
 EC3089  DESIGNATION -  31 012
 EC3089  PID         -  EC3089
 EC3089  STATE/COUNTY-  SC/LEE
 EC3089  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3089
 EC3089                         *CURRENT SURVEY CONTROL
 EC3089  ___________________________________________________________________
 EC3089* NAD 83(1986)-  34 07 58.     (N)    080 11 01.     (W)     SCALED    
 EC3089* NAVD 88     -        55.015  (meters)     180.50   (feet)  ADJUSTED  
 EC3089  ___________________________________________________________________
 EC3089  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EC3089  DYNAMIC HT  -          54.960 (meters)     180.31  (feet)  COMP
 EC3089  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 EC3089
 EC3089  VERT ORDER  -  FIRST     CLASS II
 EC3089
 EC3089.The horizontal coordinates were scaled from a topographic map and have
 EC3089.an estimated accuracy of +/- 6 seconds.
 EC3089
 EC3089.The orthometric height was determined by differential leveling
 EC3089.and adjusted by the National Geodetic Survey in June 1994..
 EC3089
 EC3089.The geoid height was determined by GEOID03.
 EC3089
 EC3089.The dynamic height is computed by dividing the NAVD 88
 EC3089.geopotential number by the normal gravity value computed on the
 EC3089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3089.degrees latitude (g = 980.6199 gals.).
 EC3089
 EC3089.The modeled gravity was interpolated from observed gravity values.
 EC3089
 EC3089;                    North         East    Units  Estimated Accuracy
 EC3089;SPC SC       -   255,300.      684,890.      MT  (+/- 180 meters Scaled)
 EC3089
 EC3089                          SUPERSEDED SURVEY CONTROL
 EC3089
 EC3089.No superseded survey control is available for this station.
 EC3089
 EC3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT752771(NAD 83)
 EC3089_MARKER: DD = SURVEY DISK
 EC3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3089_SP_SET: CONCRETE POST
 EC3089_STAMPING: 31 012 1993
 EC3089_MARK LOGO: SCGS  
 EC3089_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3089+STABILITY: SURFACE MOTION
 EC3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3089+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3089
 EC3089  HISTORY     - Date     Condition        Report By
 EC3089  HISTORY     - 1993     MONUMENTED       SCGS
 EC3089
 EC3089                          STATION DESCRIPTION
 EC3089
 EC3089'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3089'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTH NORTHWEST OF ELLIOTT, 7.95
 EC3089'MILES (12.79 KM) SOUTH SOUTHEAST OF BISHOPVILLE. OWNERSHIP--SCDOT,
 EC3089'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3089'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EC3089'HIGHWAYS 341, 527 AND STATE ROAD 34, 3.4 MILES (5.5 KM) NORTH
 EC3089'NORTHWEST OF ELLIOTT, GO SOUTH SOUTHEAST ON HIGHWAY 527 FOR 1.2 MILES
 EC3089'(1.9 KM) TO THE JUNCTION OF STATE ROAD 151 (LUCKEY ROAD), TURN RIGHT
 EC3089'ON ROAD 151 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT BETWEEN
 EC3089'A POWER POLE AND A SERVICE POLE FOR A BURIED TELEPHONE CABLE SERVICE
 EC3089'BOX. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3089'(15.2 CM) BELOW THE ROAD, 29.0 FEET (8.8 M) SOUTH SOUTHEAST OF THE
 EC3089'CENTER OF THE ROAD, 3.2 FEET (1.0 M) EAST NORTHEAST OF THE POWER POLE
 EC3089'3/BM63, 4.1 FEET (1.2 M) SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER
 EC3089'2316/10/1, 8.2 FEET (2.5 M) WEST OF THE SOUTHWEST CORNER OF THE
 EC3089'SERVICE BOX PLATFORM, 33.8 FEET (10.3 M) SOUTHWEST OF THE WEST END OF
 EC3089'A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ACCESS ROAD FOR THE
 EC3089'SERVICE BOX, 3.7 FEET (1.1 M) WEST SOUTHWEST OF A WITNESS POST.
 EC3089'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3090 ***********************************************************************
 EC3090  DESIGNATION -  31 013
 EC3090  PID         -  EC3090
 EC3090  STATE/COUNTY-  SC/LEE
 EC3090  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3090
 EC3090                         *CURRENT SURVEY CONTROL
 EC3090  ___________________________________________________________________
 EC3090* NAD 83(1986)-  34 08 52.     (N)    080 11 35.     (W)     SCALED    
 EC3090* NAVD 88     -        57.113  (meters)     187.38   (feet)  ADJUSTED  
 EC3090  ___________________________________________________________________
 EC3090  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EC3090  DYNAMIC HT  -          57.056 (meters)     187.19  (feet)  COMP
 EC3090  MODELED GRAV-     979,646.9   (mgal)                       NAVD 88
 EC3090
 EC3090  VERT ORDER  -  FIRST     CLASS II
 EC3090
 EC3090.The horizontal coordinates were scaled from a topographic map and have
 EC3090.an estimated accuracy of +/- 6 seconds.
 EC3090
 EC3090.The orthometric height was determined by differential leveling
 EC3090.and adjusted by the National Geodetic Survey in June 1994..
 EC3090
 EC3090.The geoid height was determined by GEOID03.
 EC3090
 EC3090.The dynamic height is computed by dividing the NAVD 88
 EC3090.geopotential number by the normal gravity value computed on the
 EC3090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3090.degrees latitude (g = 980.6199 gals.).
 EC3090
 EC3090.The modeled gravity was interpolated from observed gravity values.
 EC3090
 EC3090;                    North         East    Units  Estimated Accuracy
 EC3090;SPC SC       -   256,960.      684,010.      MT  (+/- 180 meters Scaled)
 EC3090
 EC3090                          SUPERSEDED SURVEY CONTROL
 EC3090
 EC3090.No superseded survey control is available for this station.
 EC3090
 EC3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT743788(NAD 83)
 EC3090_MARKER: DD = SURVEY DISK
 EC3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3090_SP_SET: CONCRETE POST
 EC3090_STAMPING: 31 013 1993
 EC3090_MARK LOGO: SCGS  
 EC3090_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3090+STABILITY: SURFACE MOTION
 EC3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3090+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3090
 EC3090  HISTORY     - Date     Condition        Report By
 EC3090  HISTORY     - 1993     MONUMENTED       SCGS
 EC3090
 EC3090                          STATION DESCRIPTION
 EC3090
 EC3090'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3090'STATION IS LOCATED 3.4 MILES (5.5 KM) NORTH NORTHWEST OF ELLIOTT, 5.75
 EC3090'MILES (9.25 KM) SOUTH SOUTHEAST OF BISHOPVILLE. OWNERSHIP--JOHN M.
 EC3090'SMITH, ROUTE 3, BOX 69, BISHOPVILLE, SC 29010, PHONE 803-428-3023. TO
 EC3090'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 341, 527 AND
 EC3090'STATE ROAD 34, 3.4 MILES (5.5 KM) NORTH NORTHWEST OF ELLIOTT, GO
 EC3090'SOUTH SOUTHEAST ON HIGHWAY 527 FOR 0.05 MILE (0.08 KM) TO THE STATION
 EC3090'ON THE RIGHT NEAR THE NORTH CORNER OF A MASONITE-SIDED HOUSE. STATION
 EC3090'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW
 EC3090'THE HIGHWAY, 81.0 FEET (24.7 M) WEST SOUTHWEST OF THE CENTER OF THE
 EC3090'HIGHWAY, 19.9 FEET (6.1 M) NORTH NORTHWEST OF THE NORTH CORNER OF THE
 EC3090'HOUSE, 68.1 FEET (20.8 M) SOUTH OF A POWER POLE BM15 WITH A
 EC3090'TRANSFORMER AND THREE GUY WIRES, 54.0 FEET (16.5 M) EAST NORTHEAST OF
 EC3090'THE NORTH CORNER OF A WOOD-SIDED SHED BEHIND THE HOUSE, 35.8 FEET
 EC3090'(10.9 M) EAST OF A 1.5-FOOT PECAN TREE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3091 ***********************************************************************
 EC3091  DESIGNATION -  31 014
 EC3091  PID         -  EC3091
 EC3091  STATE/COUNTY-  SC/LEE
 EC3091  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3091
 EC3091                         *CURRENT SURVEY CONTROL
 EC3091  ___________________________________________________________________
 EC3091* NAD 83(1986)-  34 09 16.     (N)    080 11 45.     (W)     SCALED    
 EC3091* NAVD 88     -        56.792  (meters)     186.33   (feet)  ADJUSTED  
 EC3091  ___________________________________________________________________
 EC3091  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EC3091  DYNAMIC HT  -          56.735 (meters)     186.14  (feet)  COMP
 EC3091  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 EC3091
 EC3091  VERT ORDER  -  FIRST     CLASS II
 EC3091
 EC3091.The horizontal coordinates were scaled from a topographic map and have
 EC3091.an estimated accuracy of +/- 6 seconds.
 EC3091
 EC3091.The orthometric height was determined by differential leveling
 EC3091.and adjusted by the National Geodetic Survey in June 1994..
 EC3091
 EC3091.The geoid height was determined by GEOID03.
 EC3091
 EC3091.The dynamic height is computed by dividing the NAVD 88
 EC3091.geopotential number by the normal gravity value computed on the
 EC3091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3091.degrees latitude (g = 980.6199 gals.).
 EC3091
 EC3091.The modeled gravity was interpolated from observed gravity values.
 EC3091
 EC3091;                    North         East    Units  Estimated Accuracy
 EC3091;SPC SC       -   257,690.      683,750.      MT  (+/- 180 meters Scaled)
 EC3091
 EC3091                          SUPERSEDED SURVEY CONTROL
 EC3091
 EC3091.No superseded survey control is available for this station.
 EC3091
 EC3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT741795(NAD 83)
 EC3091_MARKER: DD = SURVEY DISK
 EC3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3091_SP_SET: CONCRETE POST
 EC3091_STAMPING: 31 014 1993
 EC3091_MARK LOGO: SCGS  
 EC3091_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3091+STABILITY: SURFACE MOTION
 EC3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3091+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3091
 EC3091  HISTORY     - Date     Condition        Report By
 EC3091  HISTORY     - 1993     MONUMENTED       SCGS
 EC3091
 EC3091                          STATION DESCRIPTION
 EC3091
 EC3091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3091'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTH NORTHWEST OF ELLIOTT, 5.2
 EC3091'MILES (8.4 KM) SOUTH SOUTHEAST OF BISHOPVILLE. OWNERSHIP--SCDOT,
 EC3091'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3091'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EC3091'HIGHWAYS 341, 527 AND STATE ROAD 34, 3.4 MILES (5.5 KM) NORTH
 EC3091'NORTHWEST OF ELLIOTT, GO NORTH NORTHWEST ON HIGHWAY 341 FOR 0.4 MILE
 EC3091'(0.6 KM) TO THE JUNCTION OF STATE ROAD 43 (FIELDS BRIDGE ROAD WEST),
 EC3091'TURN RIGHT ON ROAD 43 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 EC3091'LEFT NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A FIELD ACCESS ROAD.
 EC3091'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC3091'ROAD, 37.5 FEET (11.4 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD,
 EC3091'3.8 FEET (1.2 M) EAST NORTHEAST OF THE POWER POLE BK70/-2 WITH TWO
 EC3091'GUY WIRES, 29.3 FEET (8.9 M) NORTH NORTHEAST OF THE EAST END OF A
 EC3091'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ACCESS ROAD, 4.2 FEET
 EC3091'(1.3 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED BY C.E.
 EC3091'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3092 ***********************************************************************
 EC3092  DESIGNATION -  31 015
 EC3092  PID         -  EC3092
 EC3092  STATE/COUNTY-  SC/LEE
 EC3092  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3092
 EC3092                         *CURRENT SURVEY CONTROL
 EC3092  ___________________________________________________________________
 EC3092* NAD 83(1986)-  34 10 05.     (N)    080 12 19.     (W)     SCALED    
 EC3092* NAVD 88     -        58.251  (meters)     191.11   (feet)  ADJUSTED  
 EC3092  ___________________________________________________________________
 EC3092  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EC3092  DYNAMIC HT  -          58.193 (meters)     190.92  (feet)  COMP
 EC3092  MODELED GRAV-     979,647.2   (mgal)                       NAVD 88
 EC3092
 EC3092  VERT ORDER  -  FIRST     CLASS II
 EC3092
 EC3092.The horizontal coordinates were scaled from a topographic map and have
 EC3092.an estimated accuracy of +/- 6 seconds.
 EC3092
 EC3092.The orthometric height was determined by differential leveling
 EC3092.and adjusted by the National Geodetic Survey in June 1994..
 EC3092
 EC3092.The geoid height was determined by GEOID03.
 EC3092
 EC3092.The dynamic height is computed by dividing the NAVD 88
 EC3092.geopotential number by the normal gravity value computed on the
 EC3092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3092.degrees latitude (g = 980.6199 gals.).
 EC3092
 EC3092.The modeled gravity was interpolated from observed gravity values.
 EC3092
 EC3092;                    North         East    Units  Estimated Accuracy
 EC3092;SPC SC       -   259,200.      682,860.      MT  (+/- 180 meters Scaled)
 EC3092
 EC3092                          SUPERSEDED SURVEY CONTROL
 EC3092
 EC3092.No superseded survey control is available for this station.
 EC3092
 EC3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT732810(NAD 83)
 EC3092_MARKER: DD = SURVEY DISK
 EC3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3092_SP_SET: CONCRETE POST
 EC3092_STAMPING: 31 015 1993
 EC3092_MARK LOGO: SCGS  
 EC3092_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3092+STABILITY: SURFACE MOTION
 EC3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3092+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3092
 EC3092  HISTORY     - Date     Condition        Report By
 EC3092  HISTORY     - 1993     MONUMENTED       SCGS
 EC3092
 EC3092                          STATION DESCRIPTION
 EC3092
 EC3092'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3092'STATION IS LOCATED 4.25 MILES (6.84 KM) SOUTHEAST OF BISHOPVILLE, 5.0
 EC3092'MILES (8.0 KM) NORTH NORTHWEST OF ELLIOTT. OWNERSHIP--WILL ALEXANDER,
 EC3092'ROUTE 3, BOX 56, BISHOPVILLE, SC 29010, PHONE 803-428-6913. TO REACH
 EC3092'THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND STATE
 EC3092'HIGHWAY 341, 3.0 MILES (4.8 KM) SOUTHEAST OF BISHOPVILLE, GO SOUTH ON
 EC3092'HIGHWAY 341 FOR 1.35 MILES (2.17 KM) TO A GRAVEL DRIVEWAY RIGHT
 EC3092'LEADING TO A PLYWOOD-SIDED HOUSE, TURN RIGHT ON THE DRIVEWAY FOR 0.05
 EC3092'MILE (0.08 KM) TO THE STATION NEAR THE NORTHEAST CORNER OF THE HOUSE.
 EC3092'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 48.3 FEET (14.7 M)
 EC3092'NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 54.5 FEET (16.6 M) EAST
 EC3092'NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK WELL HOUSE, 19.9 FEET
 EC3092'(6.1 M) NORTHEAST OF A WOODEN POST SUPPORTING A BUG ZAPPER, 170.0
 EC3092'FEET (51.8 M) NORTHWEST OF A POWER POLE 69-1/BK42 WITH A TRANSFORMER
 EC3092'AND TWO GUY WIRES, 60.1 FEET (18.3 M) EAST SOUTHEAST OF THE SOUTHEAST
 EC3092'CORNER OF A WOODEN STORAGE SHED. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3093 ***********************************************************************
 EC3093  DESIGNATION -  31 016
 EC3093  PID         -  EC3093
 EC3093  STATE/COUNTY-  SC/LEE
 EC3093  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3093
 EC3093                         *CURRENT SURVEY CONTROL
 EC3093  ___________________________________________________________________
 EC3093* NAD 83(1986)-  34 10 49.     (N)    080 12 34.     (W)     SCALED    
 EC3093* NAVD 88     -        60.516  (meters)     198.54   (feet)  ADJUSTED  
 EC3093  ___________________________________________________________________
 EC3093  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EC3093  DYNAMIC HT  -          60.456 (meters)     198.35  (feet)  COMP
 EC3093  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 EC3093
 EC3093  VERT ORDER  -  FIRST     CLASS II
 EC3093
 EC3093.The horizontal coordinates were scaled from a topographic map and have
 EC3093.an estimated accuracy of +/- 6 seconds.
 EC3093
 EC3093.The orthometric height was determined by differential leveling
 EC3093.and adjusted by the National Geodetic Survey in June 1994..
 EC3093
 EC3093.The geoid height was determined by GEOID03.
 EC3093
 EC3093.The dynamic height is computed by dividing the NAVD 88
 EC3093.geopotential number by the normal gravity value computed on the
 EC3093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3093.degrees latitude (g = 980.6199 gals.).
 EC3093
 EC3093.The modeled gravity was interpolated from observed gravity values.
 EC3093
 EC3093;                    North         East    Units  Estimated Accuracy
 EC3093;SPC SC       -   260,550.      682,470.      MT  (+/- 180 meters Scaled)
 EC3093
 EC3093                          SUPERSEDED SURVEY CONTROL
 EC3093
 EC3093.No superseded survey control is available for this station.
 EC3093
 EC3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT728824(NAD 83)
 EC3093_MARKER: DD = SURVEY DISK
 EC3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3093_SP_SET: CONCRETE POST
 EC3093_STAMPING: 31 016 1993
 EC3093_MARK LOGO: SCGS  
 EC3093_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3093+STABILITY: SURFACE MOTION
 EC3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3093+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3093
 EC3093  HISTORY     - Date     Condition        Report By
 EC3093  HISTORY     - 1993     MONUMENTED       SCGS
 EC3093
 EC3093                          STATION DESCRIPTION
 EC3093
 EC3093'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3093'STATION IS LOCATED 3.4 MILES (5.5 KM) SOUTHEAST OF BISHOPVILLE, 5.9
 EC3093'MILES (9.5 KM) NORTH NORTHWEST OF ELLIOTT. OWNERSHIP--MRS. LESLEY
 EC3093'GREEN, ROUTE 3, BOX 49, BISHOPVILLE, SC 29010. TO REACH THE STATION
 EC3093'FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 341,
 EC3093'3.0 MILES (4.8 KM) SOUTHEAST OF BISHOPVILLE, GO SOUTH ON HIGHWAY 341
 EC3093'FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHWEST
 EC3093'CORNER OF A 1 1/2-STORIED VINYL-SIDED HOUSE. STATION IS A CONCRETE
 EC3093'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY,
 EC3093'121.5 FEET (37.0 M) EAST OF THE CENTER OF THE HIGHWAY, 19.1 FEET
 EC3093'(5.8 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 EC3093'BRICK PILLAR OF THE ENCLOSED PORTION OF THE PORCH OF THE HOUSE, 84.3
 EC3093'FEET (25.7 M) EAST NORTHEAST OF A POWER POLE BK03 WITH A TRANSFORMER,
 EC3093'72.8 FEET (22.2 M) WEST OF A POWER POLE BK04 WITH A GUY WIRE, 12.8
 EC3093'FEET (3.9 M) SOUTHWEST OF A 2.5-FOOT DOUBLE-TRUNKED CEDAR TREE.
 EC3093'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3094 ***********************************************************************
 EC3094  DESIGNATION -  31 017
 EC3094  PID         -  EC3094
 EC3094  STATE/COUNTY-  SC/LEE
 EC3094  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3094
 EC3094                         *CURRENT SURVEY CONTROL
 EC3094  ___________________________________________________________________
 EC3094* NAD 83(1986)-  34 11 45.     (N)    080 12 56.     (W)     SCALED    
 EC3094* NAVD 88     -        59.986  (meters)     196.80   (feet)  ADJUSTED  
 EC3094  ___________________________________________________________________
 EC3094  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 EC3094  DYNAMIC HT  -          59.926 (meters)     196.61  (feet)  COMP
 EC3094  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 EC3094
 EC3094  VERT ORDER  -  FIRST     CLASS II
 EC3094
 EC3094.The horizontal coordinates were scaled from a topographic map and have
 EC3094.an estimated accuracy of +/- 6 seconds.
 EC3094
 EC3094.The orthometric height was determined by differential leveling
 EC3094.and adjusted by the National Geodetic Survey in June 1994..
 EC3094
 EC3094.The geoid height was determined by GEOID03.
 EC3094
 EC3094.The dynamic height is computed by dividing the NAVD 88
 EC3094.geopotential number by the normal gravity value computed on the
 EC3094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3094.degrees latitude (g = 980.6199 gals.).
 EC3094
 EC3094.The modeled gravity was interpolated from observed gravity values.
 EC3094
 EC3094;                    North         East    Units  Estimated Accuracy
 EC3094;SPC SC       -   262,270.      681,890.      MT  (+/- 180 meters Scaled)
 EC3094
 EC3094                          SUPERSEDED SURVEY CONTROL
 EC3094
 EC3094.No superseded survey control is available for this station.
 EC3094
 EC3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT722841(NAD 83)
 EC3094_MARKER: DD = SURVEY DISK
 EC3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3094_SP_SET: CONCRETE POST
 EC3094_STAMPING: 31 017 1993
 EC3094_MARK LOGO: SCGS  
 EC3094_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3094+STABILITY: SURFACE MOTION
 EC3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3094+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3094
 EC3094  HISTORY     - Date     Condition        Report By
 EC3094  HISTORY     - 1993     MONUMENTED       SCGS
 EC3094
 EC3094                          STATION DESCRIPTION
 EC3094
 EC3094'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3094'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTHEAST OF BISHOPVILLE.
 EC3094'OWNERSHIP--JAMES K. ALEXANDER, ROUTE 3, BOX 40, BISHOPVILLE, SC
 EC3094'29010, BUSINESS PHONE 803-428-5151. TO REACH THE STATION FROM THE
 EC3094'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 341, 3.0 MILES
 EC3094'(4.8 KM) SOUTHEAST OF BISHOPVILLE, GO NORTH ON HIGHWAY 341 FOR 0.7
 EC3094'MILE (1.1 KM) TO THE STATION ON THE LEFT NEAR THE NORTHWEST END OF A
 EC3094'BRICK HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EC3094'LEVEL WITH A PAVED DRIVEWAY, 149.0 FEET (45.4 M) WEST SOUTHWEST OF
 EC3094'THE CENTER OF THE HIGHWAY, 20.6 FEET (6.3 M) WEST NORTHWEST OF THE
 EC3094'NORTH CORNER OF THE ATTACHED GARAGE, 20.6 FEET (6.3 M) NORTH OF THE
 EC3094'WEST CORNER OF THE ATTACHED GARAGE, 21.8 FEET (6.6 M) WEST SOUTHWEST
 EC3094'OF THE SOUTHWEST EDGE OF A SIDEWALK, 35.0 FEET (10.7 M) SOUTH
 EC3094'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 87.4 FEET (26.6 M) NORTHEAST
 EC3094'OF THE NORTH LEG OF A SMALL METAL TELEVISION ANTENNA TOWER. DESCRIBED
 EC3094'BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3096 ***********************************************************************
 EC3096  DESIGNATION -  31 019
 EC3096  PID         -  EC3096
 EC3096  STATE/COUNTY-  SC/LEE
 EC3096  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3096
 EC3096                         *CURRENT SURVEY CONTROL
 EC3096  ___________________________________________________________________
 EC3096* NAD 83(1986)-  34 12 37.     (N)    080 14 20.     (W)     SCALED    
 EC3096* NAVD 88     -        62.203  (meters)     204.08   (feet)  ADJUSTED  
 EC3096  ___________________________________________________________________
 EC3096  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EC3096  DYNAMIC HT  -          62.141 (meters)     203.87  (feet)  COMP
 EC3096  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 EC3096
 EC3096  VERT ORDER  -  FIRST     CLASS II
 EC3096
 EC3096.The horizontal coordinates were scaled from a topographic map and have
 EC3096.an estimated accuracy of +/- 6 seconds.
 EC3096
 EC3096.The orthometric height was determined by differential leveling
 EC3096.and adjusted by the National Geodetic Survey in June 1994..
 EC3096
 EC3096.The geoid height was determined by GEOID03.
 EC3096
 EC3096.The dynamic height is computed by dividing the NAVD 88
 EC3096.geopotential number by the normal gravity value computed on the
 EC3096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3096.degrees latitude (g = 980.6199 gals.).
 EC3096
 EC3096.The modeled gravity was interpolated from observed gravity values.
 EC3096
 EC3096;                    North         East    Units  Estimated Accuracy
 EC3096;SPC SC       -   263,850.      679,730.      MT  (+/- 180 meters Scaled)
 EC3096
 EC3096                          SUPERSEDED SURVEY CONTROL
 EC3096
 EC3096.No superseded survey control is available for this station.
 EC3096
 EC3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT701857(NAD 83)
 EC3096_MARKER: DD = SURVEY DISK
 EC3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3096_SP_SET: CONCRETE POST
 EC3096_STAMPING: 31 019 1993
 EC3096_MARK LOGO: SCGS  
 EC3096_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3096+STABILITY: SURFACE MOTION
 EC3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3096+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3096
 EC3096  HISTORY     - Date     Condition        Report By
 EC3096  HISTORY     - 1993     MONUMENTED       SCGS
 EC3096
 EC3096                          STATION DESCRIPTION
 EC3096
 EC3096'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3096'STATION IS LOCATED IN BISHOPVILLE. OWNERSHIP--SCDOT, RESIDENT
 EC3096'MAINTENANCE ENGINEER, P.O. BOX 191, 703 EAST CHURCH STREET,
 EC3096'BISHOPVILLE, SC 29010, PHONE 803-484-6236. TO REACH THE STATION FROM
 EC3096'THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 34, 341 (CHURCH AND MAIN
 EC3096'STREETS) AND U.S. HIGHWAY 15 IN BISHOPVILLE, GO SOUTHEAST ON HIGHWAY
 EC3096'341 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 143 (SHAW
 EC3096'STREET), CONTINUE ON HIGHWAY 341 FOR 0.15 MILE (0.24 KM) TO THE
 EC3096'STATION ON THE LEFT NEAR THE SOUTH CORNER OF A CONCRETE BLOCK
 EC3096'BUILDING (OFFICES FOR THE SCDOT LEE MAINTENANCE SHOP). STATION IS A
 EC3096'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE CURB,
 EC3096'36.5 FEET (11.1 M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 6.3 FEET
 EC3096'(1.9 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING, 69.0
 EC3096'FEET (21.0 M) NORTHWEST OF THE SOUTH CORNER OF A CHAIN LINK FENCE,
 EC3096'75.0 FEET (22.9 M) EAST OF A POWER POLE J42 WITH TWO GUY WIRES AND A
 EC3096'STREET LAMP, 1.3 FEET (0.4 M) SOUTHWEST OF A WITNESS POST IN THE
 EC3096'FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3097 ***********************************************************************
 EC3097  DESIGNATION -  31 020
 EC3097  PID         -  EC3097
 EC3097  STATE/COUNTY-  SC/LEE
 EC3097  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3097
 EC3097                         *CURRENT SURVEY CONTROL
 EC3097  ___________________________________________________________________
 EC3097* NAD 83(1986)-  34 12 52.     (N)    080 14 38.     (W)     SCALED    
 EC3097* NAVD 88     -        64.835  (meters)     212.71   (feet)  ADJUSTED  
 EC3097  ___________________________________________________________________
 EC3097  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EC3097  DYNAMIC HT  -          64.771 (meters)     212.50  (feet)  COMP
 EC3097  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 EC3097
 EC3097  VERT ORDER  -  FIRST     CLASS II
 EC3097
 EC3097.The horizontal coordinates were scaled from a topographic map and have
 EC3097.an estimated accuracy of +/- 6 seconds.
 EC3097
 EC3097.The orthometric height was determined by differential leveling
 EC3097.and adjusted by the National Geodetic Survey in June 1994..
 EC3097
 EC3097.The geoid height was determined by GEOID03.
 EC3097
 EC3097.The dynamic height is computed by dividing the NAVD 88
 EC3097.geopotential number by the normal gravity value computed on the
 EC3097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3097.degrees latitude (g = 980.6199 gals.).
 EC3097
 EC3097.The modeled gravity was interpolated from observed gravity values.
 EC3097
 EC3097;                    North         East    Units  Estimated Accuracy
 EC3097;SPC SC       -   264,310.      679,270.      MT  (+/- 180 meters Scaled)
 EC3097
 EC3097                          SUPERSEDED SURVEY CONTROL
 EC3097
 EC3097.No superseded survey control is available for this station.
 EC3097
 EC3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT696861(NAD 83)
 EC3097_MARKER: DD = SURVEY DISK
 EC3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3097_SP_SET: CONCRETE POST
 EC3097_STAMPING: 31 020 1993
 EC3097_MARK LOGO: SCGS  
 EC3097_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3097+STABILITY: SURFACE MOTION
 EC3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3097+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3097
 EC3097  HISTORY     - Date     Condition        Report By
 EC3097  HISTORY     - 1993     MONUMENTED       SCGS
 EC3097
 EC3097                          STATION DESCRIPTION
 EC3097
 EC3097'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3097'STATION IS LOCATED IN BISHOPVILLE. OWNERSHIP--SCDOT, DIRECTOR OF
 EC3097'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3097'803-737-1350. TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF
 EC3097'STATE HIGHWAYS 34, 341 (CHURCH AND MAIN STREETS) AND U.S. HIGHWAY 15
 EC3097'IN BISHOPVILLE, GO SOUTHEAST ON HIGHWAY 341 FOR 0.4 MILE (0.6 KM) TO
 EC3097'THE JUNCTION OF STATE ROAD 59 (COUSAR STREET) AND THE STATION NEAR
 EC3097'THE SOUTH CORNER OF A CHAIN LINK FENCE SURROUNDING THE BACK YARD OF A
 EC3097'WOOD-SIDED HOUSE NUMBER 329 IN THE NORTH ANGLE OF THE JUNCTION.
 EC3097'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3097'(15.2 CM) ABOVE THE ROAD, 100.5 FEET (30.6 M) NORTHEAST OF THE CENTER
 EC3097'OF THE HIGHWAY, 22.8 FEET (6.9 M) NORTHWEST OF THE CENTER OF THE
 EC3097'ROAD, 2.3 FEET (0.7 M) SOUTH OF THE SOUTH CORNER FENCE POST, 27.0
 EC3097'FEET (8.2 M) EAST SOUTHEAST OF THE EAST CORNER OF THE EAST BRICK
 EC3097'PORCH PILLAR OF THE HOUSE, 64.7 FEET (19.7 M) SOUTHWEST OF A POWER
 EC3097'POLE L55/95-1 WITH A STREET LIGHT, 80.4 FEET (24.5 M) NORTHEAST OF A
 EC3097'FIRE HYDRANT NUMBER 1-5. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3101 ***********************************************************************
 EC3101  DESIGNATION -  31 021
 EC3101  PID         -  EC3101
 EC3101  STATE/COUNTY-  SC/LEE
 EC3101  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3101
 EC3101                         *CURRENT SURVEY CONTROL
 EC3101  ___________________________________________________________________
 EC3101* NAD 83(2001)-  34 14 17.67843(N)    080 14 19.64690(W)     ADJUSTED  
 EC3101* NAVD 88     -        63.372  (meters)     207.91   (feet)  ADJUSTED  
 EC3101  ___________________________________________________________________
 EC3101  X           -     894,922.526 (meters)                     COMP
 EC3101  Y           -  -5,202,044.494 (meters)                     COMP
 EC3101  Z           -   3,568,342.727 (meters)                     COMP
 EC3101  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 EC3101  ELLIP HEIGHT-          31.79  (meters)          (03/13/03) GPS OBS
 EC3101  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EC3101  DYNAMIC HT  -          63.309 (meters)     207.71  (feet)  COMP
 EC3101  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 EC3101
 EC3101  HORZ ORDER  -  FIRST
 EC3101  VERT ORDER  -  FIRST     CLASS II
 EC3101  ELLP ORDER  -  FOURTH    CLASS II
 EC3101
 EC3101.The horizontal coordinates were established by GPS observations
 EC3101.and adjusted by the National Geodetic Survey in March 2003..
 EC3101
 EC3101.The orthometric height was determined by differential leveling
 EC3101.and adjusted by the National Geodetic Survey in June 1994..
 EC3101
 EC3101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3101
 EC3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3101
 EC3101.The ellipsoidal height was determined by GPS observations
 EC3101.and is referenced to NAD 83.
 EC3101
 EC3101.The geoid height was determined by GEOID03.
 EC3101
 EC3101.The dynamic height is computed by dividing the NAVD 88
 EC3101.geopotential number by the normal gravity value computed on the
 EC3101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3101.degrees latitude (g = 980.6199 gals.).
 EC3101
 EC3101.The modeled gravity was interpolated from observed gravity values.
 EC3101
 EC3101;                    North         East     Units Scale Factor Converg.
 EC3101;SPC SC       -   266,955.724   679,715.555   MT  0.99984282   +0 25 19.2
 EC3101;SPC SC       -   875,838.99  2,230,037.91   iFT  0.99984282   +0 25 19.2
 EC3101;UTM  17      - 3,788,834.520   570,099.923   MT  0.99966057   +0 25 41.9
 EC3101
 EC3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3101!SPC SC       -   0.99999501  x   0.99984282  =   0.99983783
 EC3101!UTM  17      -   0.99999501  x   0.99966057  =   0.99965558
 EC3101
 EC3101                          SUPERSEDED SURVEY CONTROL
 EC3101
 EC3101  NAD 83(1995)-  34 14 17.67846(N)    080 14 19.64676(W) AD(       ) 1
 EC3101  ELLIP H (12/20/99)   31.79   (m)                       GP(       ) 4 1
 EC3101  NAD 83(1986)-  34 14 17.69334(N)    080 14 19.64780(W) AD(       ) 1
 EC3101
 EC3101.Superseded values are not recommended for survey control.
 EC3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3101.See file dsdata.txt to determine how the superseded data were derived.
 EC3101
 EC3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7010088835(NAD 83)
 EC3101_MARKER: DD = SURVEY DISK
 EC3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3101_SP_SET: CONCRETE POST
 EC3101_STAMPING: 31 021 1993
 EC3101_MARK LOGO: SCGS  
 EC3101_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3101+STABILITY: SURFACE MOTION
 EC3101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3101+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 EC3101
 EC3101  HISTORY     - Date     Condition        Report By
 EC3101  HISTORY     - 1993     MONUMENTED       SCGS
 EC3101  HISTORY     - 19961120 GOOD             SCGS
 EC3101
 EC3101                          STATION DESCRIPTION
 EC3101
 EC3101'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3101'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH NORTHEAST OF BISHOPVILLE.
 EC3101'OWNERSHIP--MYRTLE TALLON, ROUTE 2, BOX 235, BISHOPVILLE, SC 29010,
 EC3101'PHONE 803-484-6888. TO REACH THE STATION FROM THE NORTHEAST JUNCTION
 EC3101'OF STATE HIGHWAYS 34, 341 AND U.S. HIGHWAY 15, 1.4 MILES (2.3 KM)
 EC3101'NORTHEAST OF BISHOPVILLE, GO NORTHWEST ON HIGHWAY 341 FOR 0.35 MILE
 EC3101'(0.56 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTH CORNER OF A
 EC3101'CHAIN LINK FENCE SURROUNDING THE BACK YARD OF A BRICK HOUSE, 0.15
 EC3101'MILE (0.24 KM) SOUTHEAST OF THE JUNCTION OF STATE ROAD 351 (AIRPORT
 EC3101'ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 EC3101'(0.6 M) BELOW THE HIGHWAY, 118.0 FEET (36.0 M) NORTHEAST OF THE
 EC3101'CENTER OF THE HIGHWAY, 3.0 FEET (0.9 M) SOUTHEAST OF THE SOUTH FENCE
 EC3101'CORNER, 77.7 FEET (23.7 M) SOUTHEAST OF THE SOUTH CORNER OF THE BRICK
 EC3101'HOUSE, 56.3 FEET (17.2 M) NORTHWEST OF THE WEST CORNER OF A MASONITE
 EC3101'AND VINYL-SIDED HOUSE (OWNERS RESIDENCE), 20.3 FEET (6.2 M) NORTH OF
 EC3101'A 0.7-FOOT MAGNOLIA TREE, 101.7 FEET (31.0 M) WEST OF A THE WEST
 EC3101'CORNER OF A CONCRETE BLOCK WELL HOUSE BEHIND THE OWNERS RESIDENCE.
 EC3101'DESCRIBED BY C.E. GEOGHEGAN.
 EC3101
 EC3101                          STATION RECOVERY (1996)
 EC3101
 EC3101'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EC3101'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH NORTHEAST OF BISHOPVILLE.
 EC3101'OWNERSHIP--MYRTLE TALLON, ROUTE 2, BOX 235, BISHOPVILLE, SC 29010,
 EC3101'PHONE 803-484-6888.  TO REACH THE STATION FROM THE NORTHEAST JUNCTION
 EC3101'OF STATE HIGHWAYS 34, 341 AND U.S.  HIGHWAY 15, 1.4 MILES (2.3 KM)
 EC3101'NORTHEAST OF BISHOPVILLE, GO NORTHWEST ON HIGHWAY 341 FOR 0.35 MILE
 EC3101'(0.56 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTH CORNER OF A CHAIN
 EC3101'LINK FENCE SURROUNDING THE BACK YARD OF A BRICK HOUSE, 0.15 MILE (0.24
 EC3101'KM) SOUTHEAST OF THE JUNCTION OF STATE ROAD 351 (AIRPORT ROAD) .
 EC3101'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M)
 EC3101'BELOW THE HIGHWAY, 118.0 FEET (36.0 M) NORTHEAST OF THE CENTER OF THE
 EC3101'HIGHWAY, 20.6 FEET (6.3 M) SOUTHWEST OF THE SOUTH FENCE CORNER, 77.7
 EC3101'FEET (23.7 M) SOUTHEAST OF THE SOUTH CORNER OF THE BRICK HOUSE, 56.3
 EC3101'FEET (17.2 M) NORTHWEST OF THE WEST CORNER OF A MASONITE AND
 EC3101'VINYL-SIDED HOUSE (OWNERS RESIDENCE) , 20.3 FEET (6.2 M) NORTH OF A
 EC3101'0.7-FOOT MAGNOLIA TREE, 101.7 FEET (31.0 M) WEST OF A THE WEST CORNER
 EC3101'OF A CONCRETE BLOCK WELL HOUSE BEHIND THE OWNERS RESIDENCE. RECOVERED
 EC3101'BY L.A.  OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3102 ***********************************************************************
 EC3102  DESIGNATION -  31 022
 EC3102  PID         -  EC3102
 EC3102  STATE/COUNTY-  SC/LEE
 EC3102  USGS QUAD   -  BISHOPVILLE EAST (1969)
 EC3102
 EC3102                         *CURRENT SURVEY CONTROL
 EC3102  ___________________________________________________________________
 EC3102* NAD 83(1986)-  34 14 49.     (N)    080 14 48.     (W)     SCALED    
 EC3102* NAVD 88     -        66.646  (meters)     218.65   (feet)  ADJUSTED  
 EC3102  ___________________________________________________________________
 EC3102  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 EC3102  DYNAMIC HT  -          66.580 (meters)     218.44  (feet)  COMP
 EC3102  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 EC3102
 EC3102  VERT ORDER  -  FIRST     CLASS II
 EC3102
 EC3102.The horizontal coordinates were scaled from a topographic map and have
 EC3102.an estimated accuracy of +/- 6 seconds.
 EC3102
 EC3102.The orthometric height was determined by differential leveling
 EC3102.and adjusted by the National Geodetic Survey in June 1994..
 EC3102
 EC3102.The geoid height was determined by GEOID03.
 EC3102
 EC3102.The dynamic height is computed by dividing the NAVD 88
 EC3102.geopotential number by the normal gravity value computed on the
 EC3102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3102.degrees latitude (g = 980.6199 gals.).
 EC3102
 EC3102.The modeled gravity was interpolated from observed gravity values.
 EC3102
 EC3102;                    North         East    Units  Estimated Accuracy
 EC3102;SPC SC       -   267,920.      678,980.      MT  (+/- 180 meters Scaled)
 EC3102
 EC3102                          SUPERSEDED SURVEY CONTROL
 EC3102
 EC3102.No superseded survey control is available for this station.
 EC3102
 EC3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT693897(NAD 83)
 EC3102_MARKER: DD = SURVEY DISK
 EC3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3102_SP_SET: CONCRETE POST
 EC3102_STAMPING: 31 022 1993
 EC3102_MARK LOGO: SCGS  
 EC3102_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3102+STABILITY: SURFACE MOTION
 EC3102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3102+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3102
 EC3102  HISTORY     - Date     Condition        Report By
 EC3102  HISTORY     - 1993     MONUMENTED       SCGS
 EC3102
 EC3102                          STATION DESCRIPTION
 EC3102
 EC3102'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3102'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH OF BISHOPVILLE.
 EC3102'OWNERSHIP--GARY REMBERT, ROUTE 4, BOX 230C, BISHOPVILLE, SC 29010,
 EC3102'PHONE 803-428-6962. TO REACH THE STATION FROM THE NORTHEAST JUNCTION
 EC3102'OF STATE HIGHWAYS 34, 341 AND U.S. HIGHWAY 15, 1.4 MILES (2.3 KM)
 EC3102'NORTHEAST OF BISHOPVILLE, GO NORTHWEST ON HIGHWAY 341 FOR 0.85 MILE
 EC3102'(1.37 KM) TO THE JUNCTION OF STATE ROAD 21 (LUCKNOW ROAD), CONTINUE
 EC3102'ON HIGHWAY 341 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT IN
 EC3102'THE SOUTH YARD OF A BRICK HOUSE. STATION IS A CONCRETE POST FLUSH
 EC3102'WITH THE GROUND, 140.6 FEET (42.9 M) WEST OF A POWER POLE WITH TWO
 EC3102'GUY WIRES, 184.0 FEET (56.1 M) WEST OF THE CENTER OF THE HIGHWAY,
 EC3102'73.0 FEET (22.3 M) SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 129.9
 EC3102'FEET (39.6 M) EAST OF THE NORTHEAST CORNER OF A SHED, 164.0 FEET
 EC3102'(50.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK WELL HOUSE
 EC3102'BEHIND THE HOUSE, 28.7 FEET (8.7 M) EAST OF A BOARD FENCE, 33.8 FEET
 EC3102'(10.3 M) NORTH OF A BOARD AND WIRE FENCE. DESCRIBED BY C.E.
 EC3102'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3103 ***********************************************************************
 EC3103  DESIGNATION -  31 023
 EC3103  PID         -  EC3103
 EC3103  STATE/COUNTY-  SC/LEE
 EC3103  USGS QUAD   -  BISHOPVILLE WEST (1988)
 EC3103
 EC3103                         *CURRENT SURVEY CONTROL
 EC3103  ___________________________________________________________________
 EC3103* NAD 83(1986)-  34 14 53.     (N)    080 15 33.     (W)     SCALED    
 EC3103* NAVD 88     -        84.029  (meters)     275.69   (feet)  ADJUSTED  
 EC3103  ___________________________________________________________________
 EC3103  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 EC3103  DYNAMIC HT  -          83.946 (meters)     275.41  (feet)  COMP
 EC3103  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 EC3103
 EC3103  VERT ORDER  -  FIRST     CLASS II
 EC3103
 EC3103.The horizontal coordinates were scaled from a topographic map and have
 EC3103.an estimated accuracy of +/- 6 seconds.
 EC3103
 EC3103.The orthometric height was determined by differential leveling
 EC3103.and adjusted by the National Geodetic Survey in June 1994..
 EC3103
 EC3103.The geoid height was determined by GEOID03.
 EC3103
 EC3103.The dynamic height is computed by dividing the NAVD 88
 EC3103.geopotential number by the normal gravity value computed on the
 EC3103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3103.degrees latitude (g = 980.6199 gals.).
 EC3103
 EC3103.The modeled gravity was interpolated from observed gravity values.
 EC3103
 EC3103;                    North         East    Units  Estimated Accuracy
 EC3103;SPC SC       -   268,030.      677,830.      MT  (+/- 180 meters Scaled)
 EC3103
 EC3103                          SUPERSEDED SURVEY CONTROL
 EC3103
 EC3103.No superseded survey control is available for this station.
 EC3103
 EC3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT682899(NAD 83)
 EC3103_MARKER: DD = SURVEY DISK
 EC3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3103_SP_SET: CONCRETE POST
 EC3103_STAMPING: 31 023 1993
 EC3103_MARK LOGO: SCGS  
 EC3103_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3103+STABILITY: SURFACE MOTION
 EC3103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3103+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3103
 EC3103  HISTORY     - Date     Condition        Report By
 EC3103  HISTORY     - 1993     MONUMENTED       SCGS
 EC3103
 EC3103                          STATION DESCRIPTION
 EC3103
 EC3103'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3103'STATION IS LOCATED 2.1 MILES (3.4 KM) NORTH NORTHWEST OF BISHOPVILLE.
 EC3103'OWNERSHIP--J.B. JORDAN, P.O. BOX 341, BISHOPVILLE, SC 29010, PHONE
 EC3103'803-428-3064. TO REACH THE STATION FROM THE NORTHEAST JUNCTION OF
 EC3103'STATE HIGHWAYS 34, 341 AND U.S. HIGHWAY 15, 1.4 MILES (2.3 KM)
 EC3103'NORTHEAST OF BISHOPVILLE, GO NORTHWEST ON HIGHWAY 341 FOR 0.85 MILE
 EC3103'(1.37 KM) TO THE JUNCTION OF STATE ROAD 21 (LUCKNOW ROAD), BEAR LEFT
 EC3103'ON ROAD 21 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 48
 EC3103'(DENNY POND ROAD), CONTINUE ON ROAD 21 FOR 0.35 MILE (0.56 KM) TO THE
 EC3103'STATION ON THE LEFT NEAR A POWER POLE IN FRONT OF A BRICK HOUSE SET
 EC3103'BACK OFF THE ROAD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 EC3103'43.0 FEET (13.1 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 11.4
 EC3103'FEET (3.5 M) SOUTH SOUTHWEST OF THE POWER POLE WITH A GUY WIRE, 210.7
 EC3103'FEET (64.2 M) NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 33.6 FEET
 EC3103'(10.2 M) WEST OF THE NORTHWEST END OF A 1.5-FOOT CONCRETE PIPE
 EC3103'CULVERT BENEATH THE DRIVEWAY TO THE HOUSE, 12.7 FEET (3.9 M) WEST OF
 EC3103'A WITNESS POST AT THE GUY WIRE ANCHOR. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3104 ***********************************************************************
 EC3104  DESIGNATION -  31 024
 EC3104  PID         -  EC3104
 EC3104  STATE/COUNTY-  SC/LEE
 EC3104  USGS QUAD   -  LUCKNOW (1970)
 EC3104
 EC3104                         *CURRENT SURVEY CONTROL
 EC3104  ___________________________________________________________________
 EC3104* NAD 83(1986)-  34 15 40.     (N)    080 15 03.     (W)     SCALED    
 EC3104* NAVD 88     -        75.766  (meters)     248.58   (feet)  ADJUSTED  
 EC3104  ___________________________________________________________________
 EC3104  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 EC3104  DYNAMIC HT  -          75.691 (meters)     248.33  (feet)  COMP
 EC3104  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 EC3104
 EC3104  VERT ORDER  -  FIRST     CLASS II
 EC3104
 EC3104.The horizontal coordinates were scaled from a topographic map and have
 EC3104.an estimated accuracy of +/- 6 seconds.
 EC3104
 EC3104.The orthometric height was determined by differential leveling
 EC3104.and adjusted by the National Geodetic Survey in June 1994..
 EC3104
 EC3104.The geoid height was determined by GEOID03.
 EC3104
 EC3104.The dynamic height is computed by dividing the NAVD 88
 EC3104.geopotential number by the normal gravity value computed on the
 EC3104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3104.degrees latitude (g = 980.6199 gals.).
 EC3104
 EC3104.The modeled gravity was interpolated from observed gravity values.
 EC3104
 EC3104;                    North         East    Units  Estimated Accuracy
 EC3104;SPC SC       -   269,480.      678,590.      MT  (+/- 180 meters Scaled)
 EC3104
 EC3104                          SUPERSEDED SURVEY CONTROL
 EC3104
 EC3104.No superseded survey control is available for this station.
 EC3104
 EC3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT689913(NAD 83)
 EC3104_MARKER: DD = SURVEY DISK
 EC3104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3104_SP_SET: CONCRETE POST
 EC3104_STAMPING: 31 024 1993
 EC3104_MARK LOGO: SCGS  
 EC3104_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3104+STABILITY: SURFACE MOTION
 EC3104
 EC3104  HISTORY     - Date     Condition        Report By
 EC3104  HISTORY     - 1993     MONUMENTED       SCGS
 EC3104
 EC3104                          STATION DESCRIPTION
 EC3104
 EC3104'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3104'STATION IS LOCATED 2.9 MILES (4.7 KM) NORTH OF BISHOPVILLE.
 EC3104'OWNERSHIP--ISAAC BRACEY, 710 BETHUNE HIGHWAY, BISHOPVILLE, SC 29010,
 EC3104'PHONE 803-428-3116. TO REACH THE STATION FROM THE NORTHEAST JUNCTION
 EC3104'OF STATE HIGHWAYS 34, 341 AND U.S. HIGHWAY 15, 1.4 MILES (2.3 KM)
 EC3104'NORTHEAST OF BISHOPVILLE, GO NORTHWEST ON HIGHWAY 341 FOR 2.1 MILES
 EC3104'(3.4 KM) TO THE JUNCTION OF STATE ROAD 428 (HOPKINS ROAD) AND THE
 EC3104'STATION NEAR THE SOUTHWEST CORNER OF A BRICK HOUSE IN THE NORTHEAST
 EC3104'ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE
 EC3104'GROUND AND 2.5 FEET (0.8 M) BELOW THE HIGHWAY, 88.3 FEET (26.9 M)
 EC3104'EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 164.7 FEET (50.2 M) NORTH
 EC3104'NORTHWEST OF THE CENTER OF THE ROAD, 17.2 FEET (5.2 M) SOUTH OF THE
 EC3104'SOUTHWEST CORNER OF THE HOUSE, 51.5 FEET (15.7 M) NORTHEAST OF A
 EC3104'POWER POLE 8C/32/2A WITH A TRANSFORMER, 152.0 FEET (46.3 M) NORTH OF
 EC3104'THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD.
 EC3104'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3105 ***********************************************************************
 EC3105  DESIGNATION -  31 025
 EC3105  PID         -  EC3105
 EC3105  STATE/COUNTY-  SC/LEE
 EC3105  USGS QUAD   -  LUCKNOW (1970)
 EC3105
 EC3105                         *CURRENT SURVEY CONTROL
 EC3105  ___________________________________________________________________
 EC3105* NAD 83(1986)-  34 16 41.     (N)    080 15 33.     (W)     SCALED    
 EC3105* NAVD 88     -        71.883  (meters)     235.84   (feet)  ADJUSTED  
 EC3105  ___________________________________________________________________
 EC3105  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EC3105  DYNAMIC HT  -          71.812 (meters)     235.60  (feet)  COMP
 EC3105  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EC3105
 EC3105  VERT ORDER  -  FIRST     CLASS II
 EC3105
 EC3105.The horizontal coordinates were scaled from a topographic map and have
 EC3105.an estimated accuracy of +/- 6 seconds.
 EC3105
 EC3105.The orthometric height was determined by differential leveling
 EC3105.and adjusted by the National Geodetic Survey in June 1994..
 EC3105
 EC3105.The geoid height was determined by GEOID03.
 EC3105
 EC3105.The dynamic height is computed by dividing the NAVD 88
 EC3105.geopotential number by the normal gravity value computed on the
 EC3105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3105.degrees latitude (g = 980.6199 gals.).
 EC3105
 EC3105.The modeled gravity was interpolated from observed gravity values.
 EC3105
 EC3105;                    North         East    Units  Estimated Accuracy
 EC3105;SPC SC       -   271,360.      677,810.      MT  (+/- 180 meters Scaled)
 EC3105
 EC3105                          SUPERSEDED SURVEY CONTROL
 EC3105
 EC3105.No superseded survey control is available for this station.
 EC3105
 EC3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT681932(NAD 83)
 EC3105_MARKER: DD = SURVEY DISK
 EC3105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3105_SP_SET: CONCRETE POST
 EC3105_STAMPING: 31 025 1993
 EC3105_MARK LOGO: SCGS  
 EC3105_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3105+STABILITY: SURFACE MOTION
 EC3105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3105+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3105
 EC3105  HISTORY     - Date     Condition        Report By
 EC3105  HISTORY     - 1993     MONUMENTED       SCGS
 EC3105
 EC3105                          STATION DESCRIPTION
 EC3105
 EC3105'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3105'STATION IS LOCATED 4.2 MILES (6.8 KM) NORTH OF BISHOPVILLE, 10.65
 EC3105'MILES (17.14 KM) SOUTHEAST OF BETHUNE. OWNERSHIP--HELEN H.
 EC3105'BIGGERSTAFF, ROUTE 4, BOX 220, BISHOPVILLE, SC 29010, PHONE
 EC3105'803-654-6463. TO REACH THE STATION FROM THE NORTHEAST JUNCTION OF
 EC3105'STATE HIGHWAYS 34, 341 AND U.S. HIGHWAY 15, 1.4 MILES (2.3 KM)
 EC3105'NORTHEAST OF BISHOPVILLE, GO NORTHWEST ON HIGHWAY 341 FOR 2.2 MILES
 EC3105'(3.5 KM) TO THE JUNCTION OF STATE ROAD 429 (NASH ROAD), CONTINUE ON
 EC3105'HIGHWAY 341 FOR 1.15 MILES (1.85 KM) TO THE STATION ON THE RIGHT NEAR
 EC3105'THE SOUTH CORNER OF A MASONITE-SIDED HOUSE, 0.9 MILE (1.4 KM)
 EC3105'SOUTHEAST OF THE JUNCTION OF STATE ROAD 26 (STOKES BRIDGE ROAD).
 EC3105'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3105'(15.2 CM) ABOVE THE HIGHWAY, 68.5 FEET (20.9 M) EAST NORTHEAST OF THE
 EC3105'CENTER OF THE HIGHWAY, 10.8 FEET (3.3 M) WEST SOUTHWEST OF THE SOUTH
 EC3105'CORNER OF THE HOUSE, 60.8 FEET (18.5 M) NORTH OF A POWER POLE WITH A
 EC3105'SCGS REFERENCE WASHER ATTACHED, 61.7 FEET (18.8 M) NORTH OF A
 EC3105'TELEPHONE JUNCTION BOX NUMBER 9100/83, 57.0 FEET (17.4 M) SOUTHEAST
 EC3105'OF THE SOUTH CORNER OF A PLASTIC WATER METER BOX. DESCRIBED BY C.E.
 EC3105'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3107 ***********************************************************************
 EC3107  DESIGNATION -  31 026
 EC3107  PID         -  EC3107
 EC3107  STATE/COUNTY-  SC/LEE
 EC3107  USGS QUAD   -  LUCKNOW (1970)
 EC3107
 EC3107                         *CURRENT SURVEY CONTROL
 EC3107  ___________________________________________________________________
 EC3107* NAD 83(1986)-  34 17 59.     (N)    080 16 45.     (W)     SCALED    
 EC3107* NAVD 88     -        66.936  (meters)     219.61   (feet)  ADJUSTED  
 EC3107  ___________________________________________________________________
 EC3107  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC3107  DYNAMIC HT  -          66.871 (meters)     219.39  (feet)  COMP
 EC3107  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 EC3107
 EC3107  VERT ORDER  -  FIRST     CLASS II
 EC3107
 EC3107.The horizontal coordinates were scaled from a topographic map and have
 EC3107.an estimated accuracy of +/- 6 seconds.
 EC3107
 EC3107.The orthometric height was determined by differential leveling
 EC3107.and adjusted by the National Geodetic Survey in June 1994..
 EC3107
 EC3107.The geoid height was determined by GEOID03.
 EC3107
 EC3107.The dynamic height is computed by dividing the NAVD 88
 EC3107.geopotential number by the normal gravity value computed on the
 EC3107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3107.degrees latitude (g = 980.6199 gals.).
 EC3107
 EC3107.The modeled gravity was interpolated from observed gravity values.
 EC3107
 EC3107;                    North         East    Units  Estimated Accuracy
 EC3107;SPC SC       -   273,750.      675,950.      MT  (+/- 180 meters Scaled)
 EC3107
 EC3107                          SUPERSEDED SURVEY CONTROL
 EC3107
 EC3107.No superseded survey control is available for this station.
 EC3107
 EC3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT663956(NAD 83)
 EC3107_MARKER: DD = SURVEY DISK
 EC3107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3107_SP_SET: CONCRETE POST
 EC3107_STAMPING: 31 026 1993
 EC3107_MARK LOGO: SCGS  
 EC3107_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3107+STABILITY: SURFACE MOTION
 EC3107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3107+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3107
 EC3107  HISTORY     - Date     Condition        Report By
 EC3107  HISTORY     - 1993     MONUMENTED       SCGS
 EC3107
 EC3107                          STATION DESCRIPTION
 EC3107
 EC3107'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3107'STATION IS LOCATED 5.85 MILES (9.41 KM) NORTH NORTHWEST OF
 EC3107'BISHOPVILLE, 8.8 MILES (14.2 KM) SOUTH SOUTHEAST OF BETHUNE.
 EC3107'OWNERSHIP--BOB HOLLAND, ROUTE 4, BOX 151, BISHOPVILLE, SC 29010,
 EC3107'PHONE 803-428-3395. TO REACH THE STATION FROM THE NORTHEAST JUNCTION
 EC3107'OF STATE HIGHWAYS 34, 341 AND U.S. HIGHWAY 15, 1.4 MILES (2.3 KM)
 EC3107'NORTHEAST OF BISHOPVILLE, GO NORTHWEST ON HIGHWAY 341 FOR 4.25 MILES
 EC3107'(6.84 KM) TO THE JUNCTION OF STATE ROAD 26 (STOKES BRIDGE ROAD),
 EC3107'CONTINUE ON HIGHWAY 341 FOR 1.05 MILES (1.69 KM) TO THE STATION ON
 EC3107'THE LEFT NEAR A SECURITY LIGHT POLE BETWEEEN A CONCRETE BLOCK HOUSE
 EC3107'AND A MASONITE-SIDED HOUSE, 0.7 MILE (1.1 KM) SOUTH OF THE JUNCTION
 EC3107'OF STATE ROAD 339 (EDDIE WATKINS ROAD). STATION IS A CONCRETE POST
 EC3107'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 76.5
 EC3107'FEET (23.3 M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 7.8 FEET
 EC3107'(2.4 M) EAST NORTHEAST OF THE LIGHT POLE, 47.7 FEET (14.5 M) NORTH
 EC3107'NORTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK HOUSE, 54.2
 EC3107'FEET (16.5 M) SOUTH OF THE SOUTHEAST CORNER OF THE MASONITE HOUSE,
 EC3107'43.0 FEET (13.1 M) WEST NORTHWEST OF A POWER POLE WITH AN UNDERGROUND
 EC3107'OPTICAL CABLE WARNING SIGN, 42.4 FEET (12.9 M) WEST NORTHWEST OF A
 EC3107'TELEPHONE JUNCTION BOX NUMBER 9100/10-6/1. DESCRIBED BY C.E.
 EC3107'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3108 ***********************************************************************
 EC3108  DESIGNATION -  31 027
 EC3108  PID         -  EC3108
 EC3108  STATE/COUNTY-  SC/LEE
 EC3108  USGS QUAD   -  LUCKNOW (1970)
 EC3108
 EC3108                         *CURRENT SURVEY CONTROL
 EC3108  ___________________________________________________________________
 EC3108* NAD 83(1986)-  34 19 40.     (N)    080 17 21.     (W)     SCALED    
 EC3108* NAVD 88     -        73.911  (meters)     242.49   (feet)  ADJUSTED  
 EC3108  ___________________________________________________________________
 EC3108  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 EC3108  DYNAMIC HT  -          73.839 (meters)     242.25  (feet)  COMP
 EC3108  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 EC3108
 EC3108  VERT ORDER  -  FIRST     CLASS II
 EC3108
 EC3108.The horizontal coordinates were scaled from a topographic map and have
 EC3108.an estimated accuracy of +/- 6 seconds.
 EC3108
 EC3108.The orthometric height was determined by differential leveling
 EC3108.and adjusted by the National Geodetic Survey in June 1994..
 EC3108
 EC3108.The geoid height was determined by GEOID03.
 EC3108
 EC3108.The dynamic height is computed by dividing the NAVD 88
 EC3108.geopotential number by the normal gravity value computed on the
 EC3108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3108.degrees latitude (g = 980.6199 gals.).
 EC3108
 EC3108.The modeled gravity was interpolated from observed gravity values.
 EC3108
 EC3108;                    North         East    Units  Estimated Accuracy
 EC3108;SPC SC       -   276,850.      675,010.      MT  (+/- 180 meters Scaled)
 EC3108
 EC3108                          SUPERSEDED SURVEY CONTROL
 EC3108
 EC3108.No superseded survey control is available for this station.
 EC3108
 EC3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT653987(NAD 83)
 EC3108_MARKER: DD = SURVEY DISK
 EC3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3108_SP_SET: CONCRETE POST
 EC3108_STAMPING: 31 027 1993
 EC3108_MARK LOGO: SCGS  
 EC3108_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3108+STABILITY: SURFACE MOTION
 EC3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3108+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1999
 EC3108
 EC3108  HISTORY     - Date     Condition        Report By
 EC3108  HISTORY     - 1993     MONUMENTED       SCGS
 EC3108  HISTORY     - 19990426 GOOD             SCGS
 EC3108
 EC3108                          STATION DESCRIPTION
 EC3108
 EC3108'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3108'STATION IS LOCATED 6.8 MILES (10.9 KM) SOUTHEAST OF BETHUNE, 8.0 MILES
 EC3108'(12.9 KM) NORTH NORTHWEST OF BISHOPVILLE. OWNERSHIP--HELEN LUCAS,
 EC3108'ROUTE 4, BOX 162, BISHOPVILLE, SC 29010, PHONE 803-428-3311. TO REACH
 EC3108'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (KING) AND STATE
 EC3108'HIGHWAY 341 (MAIN STREET) IN BETHUNE, GO SOUTH SOUTHEAST ON HIGHWAY
 EC3108'341 FOR 6.65 MILES (10.70 KM) TO THE JUNCTION OF STATE ROAD 188
 EC3108'(EDWIN HALL ROAD), CONTINUE ON HIGHWAY 341 FOR 0.3 MILE (0.5 KM) TO
 EC3108'THE STATION ON THE LEFT NEAR A POWER POLE IN THE SIDE YARD OF A BRICK
 EC3108'HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EC3108'WITH THE HIGHWAY, 143.5 FEET (43.7 M) NORTHEAST OF THE CENTER OF THE
 EC3108'HIGHWAY, 20.8 FEET (6.3 M) SOUTHWEST OF THE POWER POLE 12/A1 WITH A
 EC3108'GUY WIRE AND A TRANSFORMER, 67.3 FEET (20.5 M) SOUTHEAST OF THE SOUTH
 EC3108'CORNER OF THE HOUSE, 13.5 FEET (4.1 M) NORTHWEST OF A PLASTIC RAIL
 EC3108'FENCE ALONG THE SOUTHEAST SIDE OF THE YARD, 49.5 FEET (15.1 M)
 EC3108'SOUTHWEST OF THE WEST CORNER OF A CONCRETE SLAB FOR DOG PENS.
 EC3108'DESCRIBED BY C.E. GEOGHEGAN.
 EC3108
 EC3108                          STATION RECOVERY (1999)
 EC3108
 EC3108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3108'STATION IS LOCATED 6.9 MILES (11.1 KM) SOUTHEAST OF BETHUNE, 8.0 MILES
 EC3108'(12.9 KM) NORTH OF BISHOPVILLE.  OWNERSHIP--SONJA LUCAS, 3708 BETHUNE
 EC3108'HIGHWAY, BETHUNE, SC 29010, PHONE 803-428-2010.  TO REACH THE STATION
 EC3108'FROM THE JUNCTION OF U.S.  HIGHWAY 1 (KING) AND STATE HIGHWAY 341
 EC3108'(MAIN STREET) IN BETHUNE, GO SOUTH SOUTHEAST ON HIGHWAY 341 FOR 6.65
 EC3108'MILES (10.70 KM) TO THE JUNCTION OF STATE ROAD 188 (EDWIN HALL ROAD) ,
 EC3108'CONTINUE ON HIGHWAY 341 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE
 EC3108'LEFT NEAR A POWER POLE IN THE SIDE YARD OF A STUCCO HOUSE NUMBER 3708.
 EC3108'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 EC3108'THE HIGHWAY, 143.9 FEET (43.9 M) NORTHEAST OF THE CENTER OF THE
 EC3108'HIGHWAY, 20.6 FEET (6.3 M) SOUTHWEST OF THE POWER POLE WITH
 EC3108'TRANSFORMER AND GUY WIRE, 67.9 FEET (20.7 M) SOUTHEAST OF THE SOUTH
 EC3108'CORNER OF THE HOUSE, 13.4 FEET (4.1 M) NORTHWEST OF A PLASTIC RAIL
 EC3108'FENCE ALONG THE SOUTHEAST SIDE OF THE YARD, 49.7 FEET (15.1 M)
 EC3108'SOUTHWEST OF THE WEST CORNER OF A CONCRETE SLAB FOR DOG PENS.
 EC3108'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3109 ***********************************************************************
 EC3109  DESIGNATION -  31 028
 EC3109  PID         -  EC3109
 EC3109  STATE/COUNTY-  SC/LEE
 EC3109  USGS QUAD   -  LUCKNOW (1970)
 EC3109
 EC3109                         *CURRENT SURVEY CONTROL
 EC3109  ___________________________________________________________________
 EC3109* NAD 83(1986)-  34 20 23.     (N)    080 17 45.     (W)     SCALED    
 EC3109* NAVD 88     -        75.953  (meters)     249.19   (feet)  ADJUSTED  
 EC3109  ___________________________________________________________________
 EC3109  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EC3109  DYNAMIC HT  -          75.879 (meters)     248.95  (feet)  COMP
 EC3109  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 EC3109
 EC3109  VERT ORDER  -  FIRST     CLASS II
 EC3109
 EC3109.The horizontal coordinates were scaled from a topographic map and have
 EC3109.an estimated accuracy of +/- 6 seconds.
 EC3109
 EC3109.The orthometric height was determined by differential leveling
 EC3109.and adjusted by the National Geodetic Survey in June 1994..
 EC3109
 EC3109.The geoid height was determined by GEOID03.
 EC3109
 EC3109.The dynamic height is computed by dividing the NAVD 88
 EC3109.geopotential number by the normal gravity value computed on the
 EC3109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3109.degrees latitude (g = 980.6199 gals.).
 EC3109
 EC3109.The modeled gravity was interpolated from observed gravity values.
 EC3109
 EC3109;                    North         East    Units  Estimated Accuracy
 EC3109;SPC SC       -   278,170.      674,390.      MT  (+/- 180 meters Scaled)
 EC3109
 EC3109                          SUPERSEDED SURVEY CONTROL
 EC3109
 EC3109.No superseded survey control is available for this station.
 EC3109
 EC3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU647000(NAD 83)
 EC3109_MARKER: DD = SURVEY DISK
 EC3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3109_SP_SET: CONCRETE POST
 EC3109_STAMPING: 31 028 1993
 EC3109_MARK LOGO: SCGS  
 EC3109_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3109+STABILITY: SURFACE MOTION
 EC3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3109+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1999
 EC3109
 EC3109  HISTORY     - Date     Condition        Report By
 EC3109  HISTORY     - 1993     MONUMENTED       SCGS
 EC3109  HISTORY     - 19990426 GOOD             SCGS
 EC3109
 EC3109                          STATION DESCRIPTION
 EC3109
 EC3109'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3109'STATION IS LOCATED 5.9 MILES (9.5 KM) SOUTHEAST OF BETHUNE, 8.8 MILES
 EC3109'(14.2 KM) NORTH NORTHWEST OF BISHOPVILLE. OWNERSHIP--DAISY POLSON,
 EC3109'ROUTE 1, BOX 62, BETHUNE, SC 29009, PHONE 803-428-3958. TO REACH THE
 EC3109'STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (KING) AND STATE HIGHWAY
 EC3109'341 (MAIN STREET) IN BETHUNE, GO SOUTH SOUTHEAST ON HIGHWAY 341 FOR
 EC3109'5.8 MILES (9.3 KM) TO THE JUNCTION OF STATE ROAD 50, CONTINUE ON
 EC3109'HIGHWAY 341 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT NEAR A
 EC3109'POWER POLE IN THE SIDE YARD OF A TAN BRICK HOUSE. STATION IS A
 EC3109'CONCRETE POST FLUSH WITH THE GROUND, 213.0 FEET (64.9 M) EAST OF THE
 EC3109'CENTER OF THE HIGHWAY, 7.9 FEET (2.4 M) WEST NORTHWEST OF A POWER
 EC3109'POLE WITH A GUY WIRE AND A TRANSFORMER, 57.7 FEET (17.6 M) NORTH OF
 EC3109'THE NORTHEAST CORNER OF THE HOUSE, 35.5 FEET (10.8 M) NORTHWEST OF A
 EC3109'SECURITY LIGHT POLE, 43.9 FEET (13.4 M) WEST OF THE NORTHWEST CORNER
 EC3109'OF A SMALL SHINGLE-SIDED BARN, 7.4 FEET (2.3 M) WEST NORTHWEST OF A
 EC3109'WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 EC3109
 EC3109                          STATION RECOVERY (1999)
 EC3109
 EC3109'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3109'STATION IS LOCATED 6.1 MILES (9.8 KM) SOUTHEAST OF BETHUNE, 8.8 MILES
 EC3109'(14.2 KM) NORTH OF BISHOPVILLE.  OWNERSHIP--DAISY POLSO, 4124 BETHUNE
 EC3109'HIGHWAY, BETHUNE, SC 29009, PHONE 803-428-3958.  TO REACH THE STATION
 EC3109'FROM THE JUNCTION OF U.S.  HIGHWAY 1 (KING) AND STATE HIGHWAY 341
 EC3109'(MAIN STREET) IN BETHUNE, GO SOUTH SOUTHEAST ON HIGHWAY 341 FOR 5.8
 EC3109'MILES (9.3 KM) TO THE JUNCTION OF STATE ROAD 50, CONTINUE ON HIGHWAY
 EC3109'341 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT NEAR A POWER
 EC3109'POLE IN THE SIDE YARD OF A TAN BRICK HOUSE NUMBER 4124.  STATION IS A
 EC3109'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY,
 EC3109'213.4 FEET (65.0 M) EAST OF THE CENTER OF THE HIGHWAY, 7.6 FEET (2.3
 EC3109'M) WEST NORTHWEST OF A POWER POLE WITH TRANSFORMER AND GUY WIRE, 57.8
 EC3109'FEET (17.6 M) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 35.3 FEET
 EC3109'(10.8 M) NORTHWEST OF A SECURITY LIGHT POLE, 43.9 FEET (13.4 M) WEST
 EC3109'SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL SHINGLE-SIDED BARN, 7.2
 EC3109'FEET (2.2 M) WEST NORTHWEST OF A WITNESS POST.  RECOVERED BY J.B.
 EC3109'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2073 ***********************************************************************
 DD2073  DESIGNATION -  31 41 MEA
 DD2073  PID         -  DD2073
 DD2073  STATE/COUNTY-  SC/HORRY
 DD2073  USGS QUAD   -  CONWAY (1980)
 DD2073
 DD2073                         *CURRENT SURVEY CONTROL
 DD2073  ___________________________________________________________________
 DD2073* NAD 83(1986)-  33 50 37.     (N)    079 05 48.     (W)     SCALED    
 DD2073* NAVD 88     -         9.136  (meters)      29.97   (feet)  ADJUSTED  
 DD2073  ___________________________________________________________________
 DD2073  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DD2073  DYNAMIC HT  -           9.127 (meters)      29.94  (feet)  COMP
 DD2073  MODELED GRAV-     979,637.7   (mgal)                       NAVD 88
 DD2073
 DD2073  VERT ORDER  -  FIRST     CLASS II
 DD2073
 DD2073.The horizontal coordinates were scaled from a topographic map and have
 DD2073.an estimated accuracy of +/- 6 seconds.
 DD2073
 DD2073.The orthometric height was determined by differential leveling
 DD2073.and adjusted by the National Geodetic Survey in June 1991..
 DD2073
 DD2073.The geoid height was determined by GEOID03.
 DD2073
 DD2073.The dynamic height is computed by dividing the NAVD 88
 DD2073.geopotential number by the normal gravity value computed on the
 DD2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2073.degrees latitude (g = 980.6199 gals.).
 DD2073
 DD2073.The modeled gravity was interpolated from observed gravity values.
 DD2073
 DD2073;                    North         East    Units  Estimated Accuracy
 DD2073;SPC SC       -   224,550.      785,720.      MT  (+/- 180 meters Scaled)
 DD2073
 DD2073                          SUPERSEDED SURVEY CONTROL
 DD2073
 DD2073  NGVD 29 (03/21/89)    9.441  (m)           30.97   (f) ADJUSTED    1 2
 DD2073
 DD2073.Superseded values are not recommended for survey control.
 DD2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2073.See file dsdata.txt to determine how the superseded data were derived.
 DD2073
 DD2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT761464(NAD 83)
 DD2073_MARKER: DB = BENCH MARK DISK
 DD2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2073_SP_SET: CONCRETE POST
 DD2073_STAMPING: 31 41 MEA 1984
 DD2073_MARK LOGO: USGS  
 DD2073_PROJECTION: PROJECTING 10 CENTIMETERS
 DD2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2073+STABILITY: SURFACE MOTION
 DD2073
 DD2073  HISTORY     - Date     Condition        Report By
 DD2073  HISTORY     - 1984     MONUMENTED       USGS
 DD2073  HISTORY     - 1986     GOOD             SCGS
 DD2073
 DD2073                          STATION DESCRIPTION
 DD2073
 DD2073'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2073'4.1 KM (2.55 MI) WEST FROM CONWAY.
 DD2073'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2073'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2073'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 3.8 KM
 DD2073'(2.35 MI) WESTERLY ALONG HIGHWAY 378, SET NEAR THE NORTH ONE OF THREE
 DD2073'LEGS OF A SIGN (CONWAY SPEEDWAY) IN THE NORTHWEST ANGLE OF STATE ROAD
 DD2073'741, 18.15 METERS (59.5 FT) NORTH OF THE CENTER OF THE WESTBOUND
 DD2073'LANES OF THE HIGHWAY, 7.70 METERS (25.3 FT) WEST OF THE CENTER OF THE
 DD2073'ROAD, 0.65 METER (2.1 FT) NORTH OF THE SIGN LEG, 6.80 METERS (22.3
 DD2073'FT) SOUTHEAST OF A BLAZED PINE TREE AT THE SOUTHEAST CORNER OF THE
 DD2073'WOODS, 6.15 METERS (20.2 FT) NORTH OF POWER POLE NUMBER 20/42 1/2,
 DD2073'18.45 METERS (60.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DD2073'CONCRETE BLOCK FOUNDATION OF A SHINGLE-SIDED HOUSE.
 DD2073'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 DD2073'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1692 ***********************************************************************
 DE1692  DESIGNATION -  31 HLZ
 DE1692  PID         -  DE1692
 DE1692  STATE/COUNTY-  SC/CLARENDON
 DE1692  USGS QUAD   -  JORDAN (1987)
 DE1692
 DE1692                         *CURRENT SURVEY CONTROL
 DE1692  ___________________________________________________________________
 DE1692* NAD 83(1986)-  33 32 13.     (N)    080 11 50.     (W)     SCALED    
 DE1692* NAVD 88     -        38.013  (meters)     124.71   (feet)  ADJUSTED  
 DE1692  ___________________________________________________________________
 DE1692  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DE1692  DYNAMIC HT  -          37.974 (meters)     124.59  (feet)  COMP
 DE1692  MODELED GRAV-     979,611.2   (mgal)                       NAVD 88
 DE1692
 DE1692  VERT ORDER  -  FIRST     CLASS II
 DE1692
 DE1692.The horizontal coordinates were scaled from a topographic map and have
 DE1692.an estimated accuracy of +/- 6 seconds.
 DE1692
 DE1692.The orthometric height was determined by differential leveling
 DE1692.and adjusted by the National Geodetic Survey in June 1991..
 DE1692
 DE1692.The geoid height was determined by GEOID03.
 DE1692
 DE1692.The dynamic height is computed by dividing the NAVD 88
 DE1692.geopotential number by the normal gravity value computed on the
 DE1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1692.degrees latitude (g = 980.6199 gals.).
 DE1692
 DE1692.The modeled gravity was interpolated from observed gravity values.
 DE1692
 DE1692;                    North         East    Units  Estimated Accuracy
 DE1692;SPC SC       -   189,210.      684,150.      MT  (+/- 180 meters Scaled)
 DE1692
 DE1692                          SUPERSEDED SURVEY CONTROL
 DE1692
 DE1692  NGVD 29 (03/21/89)   38.310  (m)          125.69   (f) ADJUSTED    1 2
 DE1692
 DE1692.Superseded values are not recommended for survey control.
 DE1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1692.See file dsdata.txt to determine how the superseded data were derived.
 DE1692
 DE1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT745111(NAD 83)
 DE1692_MARKER: DD = SURVEY DISK
 DE1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1692_SP_SET: CONCRETE POST
 DE1692_STAMPING: 126 31 HLZ 1972
 DE1692_MARK LOGO: USGS  
 DE1692_PROJECTION: PROJECTING 3 CENTIMETERS
 DE1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1692+STABILITY: SURFACE MOTION
 DE1692
 DE1692  HISTORY     - Date     Condition        Report By
 DE1692  HISTORY     - 1972     MONUMENTED       USGS
 DE1692  HISTORY     - 1984     GOOD             SCGS
 DE1692  HISTORY     - 20041012 MARK NOT FOUND   SCGS
 DE1692
 DE1692                          STATION DESCRIPTION
 DE1692
 DE1692'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE1692'7.9 KM (4.9 MI) SOUTH FROM JORDAN.
 DE1692'7.9 KILOMETERS (4.9 MILES) SOUTH ALONG STATE HIGHWAY 260 FROM THE
 DE1692'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN, SET IN THE SOUTHEAST
 DE1692'ANGLE OF COUNTY ROAD S-14-410, 10.76 METERS (35.3 FEET) EAST OF THE
 DE1692'CENTERLINE OF THE HIGHWAY, 11.86 METERS (38.9 FEET) SOUTH OF THE
 DE1692'APPROXIMATE CENTER OF THE COUNTY ROAD, 5.33 METERS (17.5 FEET)
 DE1692'NORTHWEST OF A POWER POLE, 1.34 METERS (4.4 FEET) SOUTH-SOUTHWEST OF A
 DE1692'TELEPHONE JUNCTION BOX.
 DE1692'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 DE1692'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1692
 DE1692                          STATION RECOVERY (2004)
 DE1692
 DE1692'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1692'NOT RECOVERED,  A 15 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE
 DE1692'AREA DESCRIBED  IS CHANGED DUE TO HIGHWAY RIGHT OF WAY GRADING,
 DE1692'PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2043 ***********************************************************************
 DD2043  DESIGNATION -  31 L 8 WS
 DD2043  PID         -  DD2043
 DD2043  STATE/COUNTY-  SC/GEORGETOWN
 DD2043  USGS QUAD   -  CEDAR CREEK (1973)
 DD2043
 DD2043                         *CURRENT SURVEY CONTROL
 DD2043  ___________________________________________________________________
 DD2043* NAD 83(1986)-  33 20 50.     (N)    079 32 22.     (W)     SCALED    
 DD2043* NAVD 88     -         9.046  (meters)      29.68   (feet)  ADJUSTED  
 DD2043  ___________________________________________________________________
 DD2043  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DD2043  DYNAMIC HT  -           9.036 (meters)      29.65  (feet)  COMP
 DD2043  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DD2043
 DD2043  VERT ORDER  -  FIRST     CLASS II
 DD2043
 DD2043.The horizontal coordinates were scaled from a topographic map and have
 DD2043.an estimated accuracy of +/- 6 seconds.
 DD2043
 DD2043.The orthometric height was determined by differential leveling
 DD2043.and adjusted by the National Geodetic Survey in June 1991..
 DD2043
 DD2043.The geoid height was determined by GEOID03.
 DD2043
 DD2043.The dynamic height is computed by dividing the NAVD 88
 DD2043.geopotential number by the normal gravity value computed on the
 DD2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2043.degrees latitude (g = 980.6199 gals.).
 DD2043
 DD2043.The modeled gravity was interpolated from observed gravity values.
 DD2043
 DD2043;                    North         East    Units  Estimated Accuracy
 DD2043;SPC SC       -   168,850.      745,530.      MT  (+/- 180 meters Scaled)
 DD2043
 DD2043                          SUPERSEDED SURVEY CONTROL
 DD2043
 DD2043  NGVD 29 (03/21/89)    9.348  (m)           30.67   (f) ADJUSTED    1 2
 DD2043
 DD2043.Superseded values are not recommended for survey control.
 DD2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2043.See file dsdata.txt to determine how the superseded data were derived.
 DD2043
 DD2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS359907(NAD 83)
 DD2043_MARKER: DB = BENCH MARK DISK
 DD2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2043_SP_SET: CONCRETE POST
 DD2043_STAMPING: 31 L8 WS 1935
 DD2043_MARK LOGO: USGS  
 DD2043_PROJECTION: PROJECTING 13 CENTIMETERS
 DD2043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2043+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 DD2043
 DD2043  HISTORY     - Date     Condition        Report By
 DD2043  HISTORY     - 1935     MONUMENTED       USGS
 DD2043  HISTORY     - 1987     GOOD             SCGS
 DD2043  HISTORY     - 19940612 POOR             USPSQD
 DD2043  HISTORY     - 20040605 GOOD             USPSQD
 DD2043
 DD2043                          STATION DESCRIPTION
 DD2043
 DD2043'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2043'11.6 KM (7.2 MI) SOUTH FROM ANDREWS.
 DD2043'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 521 (MAIN STREET)
 DD2043'FROM THE JUNCTION OF STATE HIGHWAY 41 (MORGAN AVENUE) IN ANDREWS TO
 DD2043'THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (HALF-WAY BEND), THENCE
 DD2043'9.75 KM (6.05 MI) SOUTHWESTERLY AND WESTERLY ALONG HIGHWAY 17
 DD2043'ALTERNATE, SET NEAR A DECORATIVE CEDAR POST IN THE FRONT YARD OF A
 DD2043'WOODEN HOUSE WITH A BRICK FOUNDATION AND CHIMNEYS, 6.75 KM (22.1 FT)
 DD2043'SOUTH-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 1.57 METERS (5.2 FT)
 DD2043'NORTHWEST OF THE CEDAR POST, 11.43 METERS (37.5 FT) NORTHWEST OF THE
 DD2043'NORTHWEST CORNER OF THE HOUSE, 16.89 METERS (55.4 FT) EAST-NORTHEAST
 DD2043'OF A POWER POLE SERVICING THE HOUSE AND MOBILE HOME, 12.6 METERS
 DD2043'(41.3 FT) EAST-NORTHEAST OF THE CENTER OF A SAND DRIVEWAY.
 DD2043'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2043
 DD2043                          STATION RECOVERY (1994)
 DD2043
 DD2043'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2043'MARK RECOVERED IN POOR CONDITION.
 DD2043
 DD2043                          STATION RECOVERY (2004)
 DD2043
 DD2043'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD2043'HOUSE IS ALL BRICK (NOT WOOD).  NO CEDAR POST HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC5749 ***********************************************************************
 AC5749  DESIGNATION -  31 NE 17
 AC5749  PID         -  AC5749
 AC5749  STATE/COUNTY-  SC/AIKEN
 AC5749  USGS QUAD   -  AIKEN NW (1982)
 AC5749
 AC5749                         *CURRENT SURVEY CONTROL
 AC5749  ___________________________________________________________________
 AC5749* NAD 83(2001)-  33 38 49.19802(N)    081 40 07.51252(W)     ADJUSTED  
 AC5749* NAVD 88     -       158.534  (meters)     520.12   (feet)  ADJUSTED  
 AC5749  ___________________________________________________________________
 AC5749  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AC5749  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AC5749  DYNAMIC HT  -         158.365 (meters)     519.57  (feet)  COMP
 AC5749  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 AC5749
 AC5749  HORZ ORDER  -  THIRD
 AC5749  VERT ORDER  -  FIRST     CLASS II
 AC5749
 AC5749.The horizontal coordinates were established by classical geodetic methods
 AC5749.and adjusted by the National Geodetic Survey in March 2004..
 AC5749
 AC5749.The orthometric height was determined by differential leveling
 AC5749.and adjusted by the National Geodetic Survey in November 1999..
 AC5749.No vertical observational check was made to the station.
 AC5749
 AC5749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5749
 AC5749.The geoid height was determined by GEOID03.
 AC5749
 AC5749.The dynamic height is computed by dividing the NAVD 88
 AC5749.geopotential number by the normal gravity value computed on the
 AC5749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5749.degrees latitude (g = 980.6199 gals.).
 AC5749
 AC5749.The modeled gravity was interpolated from observed gravity values.
 AC5749
 AC5749;                    North         East     Units Scale Factor Converg.
 AC5749;SPC SC       -   201,329.032   547,576.194   MT  0.99979373   -0 22 14.7
 AC5749;SPC SC       -   660,528.32  1,796,509.82   iFT  0.99979373   -0 22 14.7
 AC5749;UTM  17      - 3,723,217.627   437,987.232   MT  0.99964741   -0 22 14.0
 AC5749
 AC5749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5749!SPC SC       -   0.99997991  x   0.99979373  =   0.99977364
 AC5749!UTM  17      -   0.99997991  x   0.99964741  =   0.99962733
 AC5749
 AC5749                          SUPERSEDED SURVEY CONTROL
 AC5749
 AC5749  NAD 83(1986)-  33 38 49.20715(N)    081 40 07.50726(W) AD(       ) 3
 AC5749  NAVD 88 (12/09/96)  158.53   (m)          520.1    (f) LEVELING    3  
 AC5749
 AC5749.Superseded values are not recommended for survey control.
 AC5749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5749.See file dsdata.txt to determine how the superseded data were derived.
 AC5749
 AC5749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3798723218(NAD 83)
 AC5749_MARKER: P = PIPE CAP
 AC5749_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5749_STAMPING: 31 NE 17
 AC5749_MARK LOGO: SC-003
 AC5749_PROJECTION: FLUSH
 AC5749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5749+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1994
 AC5749
 AC5749  HISTORY     - Date     Condition        Report By
 AC5749  HISTORY     - UNK      MONUMENTED       SCGS
 AC5749  HISTORY     - 19941128 GOOD             SCGS
 AC5749  HISTORY     - 19941231 GOOD             SCGS
 AC5749  HISTORY     - 20000925 MARK NOT FOUND   SCGS
 AC5749
 AC5749                          STATION DESCRIPTION
 AC5749
 AC5749'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AC5749'STATION IS LOCATED 6.6 MILES (10.6 KM) NORTH NORTHEAST OF AIKEN.
 AC5749'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AC5749'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 AC5749'OVERPASS OF INTERSTATE 20 AND U.S. HIGHWAY 1 (COLUMBIA HIGHWAY), 7.8
 AC5749'MILES (12.6 KM) NORTH NORTHEAST OF AIKEN, GO SOUTH ON HIGHWAY 1 FOR
 AC5749'1.25 MILES (2.01 KM) TO THE JUNCTION OF STATE ROAD 207 (BEAVERDAM
 AC5749'ROAD), TURN LEFT ON ROAD 207 FOR 0.4 MILE (0.6 KM) TO THE STATION ON
 AC5749'THE RIGHT NEAR A WOODEN FENCE LINE.  STATION IS A PIPE MARK WITH CAP
 AC5749'SURROUNDED BY A PVC PIPE RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT
 AC5749'(15.2 CM) BELOW THE ROAD, 30.0 FEET (9.1 M) SOUTH SOUTHWEST OF THE
 AC5749'CENTER OF THE ROAD, 58.5 FEET (17.8 M) WEST OF THE WEST END OF A
 AC5749'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING SOUTH, 88.9
 AC5749'FEET (27.1 M) WEST SOUTHWEST OF A POWER POLE NUMBER
 AC5749'03858/404-10-2.4-9.5 WITH THREE TRANSFORMERS, 4.2 FEET (1.3 M) NORTH
 AC5749'OF THE FENCE LINE, 59.1 FEET (18.0 M) WEST NORTHWEST OF A FENCE
 AC5749'CORNER. RECOVERED BY D.D. WOODS.
 AC5749
 AC5749                          STATION RECOVERY (1994)
 AC5749
 AC5749'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AC5749'RECOVERED AS DESCRIBED.
 AC5749
 AC5749                          STATION RECOVERY (2000)
 AC5749
 AC5749'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AC5749'NOT RECOVERED.  RECOVERY BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2901 ***********************************************************************
 CK2901  DESIGNATION -  31 WLC
 CK2901  PID         -  CK2901
 CK2901  STATE/COUNTY-  SC/COLLETON
 CK2901  USGS QUAD   -  NEYLES (1988)
 CK2901
 CK2901                         *CURRENT SURVEY CONTROL
 CK2901  ___________________________________________________________________
 CK2901* NAD 83(1986)-  32 50 57.     (N)    080 35 38.     (W)     SCALED    
 CK2901* NAVD 88     -        11.712  (meters)      38.43   (feet)  ADJUSTED  
 CK2901  ___________________________________________________________________
 CK2901  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2901  DYNAMIC HT  -          11.699 (meters)      38.38  (feet)  COMP
 CK2901  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 CK2901
 CK2901  VERT ORDER  -  FIRST     CLASS II
 CK2901
 CK2901.The horizontal coordinates were scaled from a topographic map and have
 CK2901.an estimated accuracy of +/- 6 seconds.
 CK2901
 CK2901.The orthometric height was determined by differential leveling
 CK2901.and adjusted by the National Geodetic Survey in June 1991..
 CK2901
 CK2901.The geoid height was determined by GEOID03.
 CK2901
 CK2901.The dynamic height is computed by dividing the NAVD 88
 CK2901.geopotential number by the normal gravity value computed on the
 CK2901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2901.degrees latitude (g = 980.6199 gals.).
 CK2901
 CK2901.The modeled gravity was interpolated from observed gravity values.
 CK2901
 CK2901;                    North         East    Units  Estimated Accuracy
 CK2901;SPC SC       -   112,730.      647,610.      MT  (+/- 180 meters Scaled)
 CK2901
 CK2901                          SUPERSEDED SURVEY CONTROL
 CK2901
 CK2901  NGVD 29 (03/21/89)   11.999  (m)           39.37   (f) ADJUSTED    1 2
 CK2901
 CK2901.Superseded values are not recommended for survey control.
 CK2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2901.See file dsdata.txt to determine how the superseded data were derived.
 CK2901
 CK2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS380346(NAD 83)
 CK2901_MARKER: DD = SURVEY DISK
 CK2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2901_SP_SET: CONCRETE POST
 CK2901_STAMPING: 31 WLC 1982
 CK2901_MARK LOGO: USGS  
 CK2901_PROJECTION: FLUSH
 CK2901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2901+STABILITY: SURFACE MOTION
 CK2901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2901+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 CK2901
 CK2901  HISTORY     - Date     Condition        Report By
 CK2901  HISTORY     - 1982     MONUMENTED       USGS
 CK2901  HISTORY     - 1984     GOOD             SCGS
 CK2901  HISTORY     - 20050822 GOOD             SCGS
 CK2901
 CK2901                          STATION DESCRIPTION
 CK2901
 CK2901'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2901'9.25 KM (5.75 MI) SE FROM WALTERBORO.
 CK2901'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE POST OFFICE
 CK2901'IN WALTERBORO, THENCE 1.05 KILOMETERS (0.65 MILE) EAST ALONG U.S.
 CK2901'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 9.0 KILOMETERS (5.6
 CK2901'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET NEAR A POWER POLE WHERE
 CK2901'THE POWER LINES CROSS THE HIGHWAY AT THE INTERSECTION OF A SAND ROAD,
 CK2901'13.4 METERS (44.1 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A
 CK2901'SAND DRIVE LEADING TO A TWO-STORY WOOD HOUSE, 0.8 METER (2.9 FEET)
 CK2901'WEST-SOUTHWEST OF THE POWER POLE, 7.5 METERS (24.6 FEET)
 CK2901'WEST-NORTHWEST OF A 70-INCH OAK TREE, 12.7 METERS (41.7 FEET)
 CK2901'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.7 METERS (12.3
 CK2901'FEET) SOUTH OF A TELEPHONE JUNCTION BOX.
 CK2901'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2901
 CK2901                          STATION RECOVERY (2005)
 CK2901
 CK2901'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2901'STATION IS LOCATED 5.7 MI (9.17 KM) SOUTHEAST OF WALTERBORO, 8.2 MI
 CK2901'(13.2 KM) NORTH OF GREEN POND.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2901'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2901'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 WEST
 CK2901'(ROBERTSON BOULEVARD), 64 EAST (HAMPTON STREET) AND 64 BUSINESS
 CK2901'(HAMPTON STREET) IN WALTERBORO, GO EAST SOUTHEAST ON HIGHWAY 64 EAST
 CK2901'FOR 4.8 MI (7.72 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE
 CK2901'WITH FIVE GUY WIRES IN THE FRONT YARD OF A TWO STORY WOODEN HOUSE
 CK2901'NUMBER 6068, 0.55 MI (9766.4 KM) NORTHWEST OF THE JUNCTION OF STATE
 CK2901'ROAD 371 (BONNIE DOONE AND SAINT PETERS ROADS). STATION IS A CONCRETE
 CK2901'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 41.5 FT (12.6
 CK2901'M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.0 FT (0.9 M) WEST OF
 CK2901'THE POWER POLE, 12.7 FT (3.9 M) SOUTH OF A TELEPHONE JUNCTION BOX
 CK2901'B/3A, 24.0 FT (7.3 M) WEST NORTHWEST OF A 4-FOOT LIVE OAK TREE IN THE
 CK2901'WEST ANGLE OF THE DRIVEWAY, 45.5 FT (13.9 M) NORTH NORTHWEST OF THE
 CK2901'CENTER OF THE DRIVEWAY, 16.8 FT (5.1 M) NORTH NORTHWEST OF A SMALL
 CK2901'WOODEN STAKE WITH AN ELECTRICAL OUTLET ATTACHED. RECOVERED BY T.
 CK2901'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1411 ***********************************************************************
 CJ1411  DESIGNATION -  3100 B
 CJ1411  PID         -  CJ1411
 CJ1411  STATE/COUNTY-  SC/CHARLESTON
 CJ1411  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1411
 CJ1411                         *CURRENT SURVEY CONTROL
 CJ1411  ___________________________________________________________________
 CJ1411* NAD 83(2001)-  32 46 34.63908(N)    079 48 34.68615(W)     ADJUSTED  
 CJ1411* NAVD 88     -         2.412  (meters)       7.91   (feet)  ADJUSTED  
 CJ1411  ___________________________________________________________________
 CJ1411  X           -     949,688.399 (meters)                     COMP
 CJ1411  Y           -  -5,283,243.694 (meters)                     COMP
 CJ1411  Z           -   3,433,107.995 (meters)                     COMP
 CJ1411  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CJ1411  ELLIP HEIGHT-         -31.00  (meters)          (03/27/03) GPS OBS
 CJ1411  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 CJ1411  DYNAMIC HT  -           2.409 (meters)       7.90  (feet)  COMP
 CJ1411  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 CJ1411
 CJ1411  HORZ ORDER  -  SECOND
 CJ1411  VERT ORDER  -  THIRD
 CJ1411  ELLP ORDER  -  FOURTH    CLASS II
 CJ1411
 CJ1411.The horizontal coordinates were established by GPS observations
 CJ1411.and adjusted by the National Geodetic Survey in March 2003..
 CJ1411
 CJ1411.The orthometric height was determined by differential leveling
 CJ1411.and adjusted by the National Geodetic Survey in April 1995..
 CJ1411
 CJ1411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1411
 CJ1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1411
 CJ1411.The ellipsoidal height was determined by GPS observations
 CJ1411.and is referenced to NAD 83.
 CJ1411
 CJ1411.The geoid height was determined by GEOID03.
 CJ1411
 CJ1411.The dynamic height is computed by dividing the NAVD 88
 CJ1411.geopotential number by the normal gravity value computed on the
 CJ1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1411.degrees latitude (g = 980.6199 gals.).
 CJ1411
 CJ1411.The modeled gravity was interpolated from observed gravity values.
 CJ1411
 CJ1411;                    North         East     Units Scale Factor Converg.
 CJ1411;SPC SC       -   105,217.504   721,111.280   MT  0.99991413   +0 39 35.8
 CJ1411;SPC SC       -   345,201.78  2,365,850.66   iFT  0.99991413   +0 39 35.8
 CJ1411;UTM  17      - 3,627,113.710   611,482.058   MT  0.99975325   +0 38 40.1
 CJ1411
 CJ1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1411!SPC SC       -   1.00000487  x   0.99991413  =   0.99991900
 CJ1411!UTM  17      -   1.00000487  x   0.99975325  =   0.99975812
 CJ1411
 CJ1411|---------------------------------------------------------------------|
 CJ1411| PID    Reference Object                     Distance      Geod. Az  |
 CJ1411|                                                           dddmmss.s |
 CJ1411| CJ1412 3105 B                              304.223 METERS 08730     |
 CJ1411|---------------------------------------------------------------------|
 CJ1411
 CJ1411                          SUPERSEDED SURVEY CONTROL
 CJ1411
 CJ1411  NAD 83(1995)-  32 46 34.63916(N)    079 48 34.68747(W) AD(       ) 2
 CJ1411  ELLIP H (12/20/99)  -31.03   (m)                       GP(       ) 4 1
 CJ1411  NAD 83(1986)-  32 46 34.64977(N)    079 48 34.68998(W) AD(       ) 2
 CJ1411  NGVD 29 (05/09/91)    2.712  (m)            8.90   (f) ADJUSTED    3 0
 CJ1411
 CJ1411.Superseded values are not recommended for survey control.
 CJ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1411.See file dsdata.txt to determine how the superseded data were derived.
 CJ1411
 CJ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1148227114(NAD 83)
 CJ1411_MARKER: DD = SURVEY DISK
 CJ1411_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CJ1411_SP_SET: SEWER MANHOLE
 CJ1411_STAMPING: 3100 B 1900
 CJ1411_MARK LOGO: SCCC  
 CJ1411_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ1411+STABILITY: SURFACE MOTION
 CJ1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1411+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1411
 CJ1411  HISTORY     - Date     Condition        Report By
 CJ1411  HISTORY     - 1990     MONUMENTED       NGS
 CJ1411  HISTORY     - 19970622 GOOD             USPSQD
 CJ1411
 CJ1411                          STATION DESCRIPTION
 CJ1411
 CJ1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1411'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX
 CJ1411'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1411'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1411'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1411'BOULEVARD) FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF 3RD AVENUE, TURN
 CJ1411'RIGHT, SOUTHEAST, ON 3RD AVENUE FOR 0.32 KM (0.20 MI) TO THE JUNCTION
 CJ1411'OF OCEAN BOULEVARD, TURN RIGHT, SOUTHWEST, ON OCEAN BOULEVARD FOR
 CJ1411'0.56 KM (0.35 MI) TO THE STATION ON THE LEFT, ABOUT 0.08 KM
 CJ1411'(0.05 MI) SOUTH-SOUTHEAST OF THE CUL-DE-SAC OF OCEAN BOULEVARD AND IN
 CJ1411'TOP OF THE NORTHEAST SIDE OF THE CONCRETE FOUNDATION OF A SEWER
 CJ1411'MANHOLE COVER.
 CJ1411'THE STATION IS A STANDARD SCCC BRONZE SURVEY DISK SET IN TOP OF THE
 CJ1411'EAST SIDE OF THE CONCRETE FOUNDATION OF A SEWER MANHOLE COVER, ABOUT
 CJ1411'FLUSH WITH THE SAND.  LOCATED 6.3 M (20.7 FT) SOUTHWEST OF THE CENTER
 CJ1411'OF OCEAN BOULEVARD, 3.25 M (10.66 FT) NORTHEAST OF THE EAST CORNER OF
 CJ1411'A TELEPHONE CABLE JUNCTION BOX AND 0.4 M (1.3 FT) SOUTHWEST OF A
 CJ1411'FIBERGLASS WITNESS POST.
 CJ1411
 CJ1411                          STATION RECOVERY (1997)
 CJ1411
 CJ1411'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1412 ***********************************************************************
 CJ1412  DESIGNATION -  3105 B
 CJ1412  PID         -  CJ1412
 CJ1412  STATE/COUNTY-  SC/CHARLESTON
 CJ1412  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1412
 CJ1412                         *CURRENT SURVEY CONTROL
 CJ1412  ___________________________________________________________________
 CJ1412* NAD 83(2001)-  32 46 35.07061(N)    079 48 23.00744(W)     ADJUSTED  
 CJ1412* NAVD 88     -         2.420  (meters)       7.94   (feet)  ADJUSTED  
 CJ1412  ___________________________________________________________________
 CJ1412  X           -     949,986.261 (meters)                     COMP
 CJ1412  Y           -  -5,283,182.832 (meters)                     COMP
 CJ1412  Z           -   3,433,119.172 (meters)                     COMP
 CJ1412  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 CJ1412  ELLIP HEIGHT-         -31.00  (meters)          (03/27/03) GPS OBS
 CJ1412  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 CJ1412  DYNAMIC HT  -           2.418 (meters)       7.93  (feet)  COMP
 CJ1412  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CJ1412
 CJ1412  HORZ ORDER  -  SECOND
 CJ1412  VERT ORDER  -  THIRD
 CJ1412  ELLP ORDER  -  FOURTH    CLASS II
 CJ1412
 CJ1412.The horizontal coordinates were established by GPS observations
 CJ1412.and adjusted by the National Geodetic Survey in March 2003..
 CJ1412
 CJ1412.The orthometric height was determined by differential leveling
 CJ1412.and adjusted by the National Geodetic Survey in April 1995..
 CJ1412
 CJ1412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1412
 CJ1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1412
 CJ1412.The ellipsoidal height was determined by GPS observations
 CJ1412.and is referenced to NAD 83.
 CJ1412
 CJ1412.The geoid height was determined by GEOID03.
 CJ1412
 CJ1412.The dynamic height is computed by dividing the NAVD 88
 CJ1412.geopotential number by the normal gravity value computed on the
 CJ1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1412.degrees latitude (g = 980.6199 gals.).
 CJ1412
 CJ1412.The modeled gravity was interpolated from observed gravity values.
 CJ1412
 CJ1412;                    North         East     Units Scale Factor Converg.
 CJ1412;SPC SC       -   105,234.301   721,415.013   MT  0.99991410   +0 39 42.2
 CJ1412;SPC SC       -   345,256.89  2,366,847.16   iFT  0.99991410   +0 39 42.2
 CJ1412;UTM  17      - 3,627,130.422   611,785.747   MT  0.99975408   +0 38 46.5
 CJ1412
 CJ1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1412!SPC SC       -   1.00000487  x   0.99991410  =   0.99991897
 CJ1412!UTM  17      -   1.00000487  x   0.99975408  =   0.99975895
 CJ1412
 CJ1412|---------------------------------------------------------------------|
 CJ1412| PID    Reference Object                     Distance      Geod. Az  |
 CJ1412|                                                           dddmmss.s |
 CJ1412| CJ1411 3100 B                              304.223 METERS 26730     |
 CJ1412|---------------------------------------------------------------------|
 CJ1412
 CJ1412                          SUPERSEDED SURVEY CONTROL
 CJ1412
 CJ1412  NAD 83(1995)-  32 46 35.07069(N)    079 48 23.00876(W) AD(       ) 2
 CJ1412  ELLIP H (12/20/99)  -31.03   (m)                       GP(       ) 4 1
 CJ1412  NAD 83(1986)-  32 46 35.08147(N)    079 48 23.01128(W) AD(       ) 2
 CJ1412  NGVD 29 (05/09/91)    2.720  (m)            8.92   (f) ADJUSTED    3 0
 CJ1412
 CJ1412.Superseded values are not recommended for survey control.
 CJ1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1412.See file dsdata.txt to determine how the superseded data were derived.
 CJ1412
 CJ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1178627130(NAD 83)
 CJ1412_MARKER: DD = SURVEY DISK
 CJ1412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1412_SP_SET: ALUMINUM ALLOY ROD
 CJ1412_STAMPING: 3105 B 1990
 CJ1412_MARK LOGO: SCCC  
 CJ1412_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1412+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1412_ROD/PIPE-DEPTH: 8.5  meters
 CJ1412
 CJ1412  HISTORY     - Date     Condition        Report By
 CJ1412  HISTORY     - 1990     MONUMENTED       NGS
 CJ1412  HISTORY     - 19970622 GOOD             USPSQD
 CJ1412
 CJ1412                          STATION DESCRIPTION
 CJ1412
 CJ1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1412'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 CJ1412'SC 29202, PHONE 803-737-1314.
 CJ1412'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1412'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1412'BOULEVARD) FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF 3RD AVENUE, TURN
 CJ1412'RIGHT, SOUTHEAST, ON 3RD AVENUE FOR 0.32 KM (0.20 MI) TO THE JUNCTION
 CJ1412'OF OCEAN BOULEVARD, TURN RIGHT, SOUTHWEST, FOR 0.24 KM (0.15 MI) TO
 CJ1412'STATION ON LEFT,  A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1412'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1412'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1412'ABOVE THE GROUND, LOCATED 12.6 M (41.3 FT) SOUTHWEST OF THE CENTER OF
 CJ1412'OCEAN BOULEVARD, 2.3 M (7.5 FT) SOUTHEAST OF A STREET LAMP POST, 1.95
 CJ1412'M (6.40 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A ELECTRIC
 CJ1412'CABLE JUNCTION BOX AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS
 CJ1412'POST.
 CJ1412
 CJ1412                          STATION RECOVERY (1997)
 CJ1412
 CJ1412'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1413 ***********************************************************************
 CJ1413  DESIGNATION -  3110
 CJ1413  PID         -  CJ1413
 CJ1413  STATE/COUNTY-  SC/CHARLESTON
 CJ1413  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1413
 CJ1413                         *CURRENT SURVEY CONTROL
 CJ1413  ___________________________________________________________________
 CJ1413* NAD 83(2001)-  32 46 37.13081(N)    079 48 14.30625(W)     ADJUSTED  
 CJ1413* NAVD 88     -         2.720  (meters)       8.92   (feet)  ADJUSTED  
 CJ1413  ___________________________________________________________________
 CJ1413  X           -     950,203.090 (meters)                     COMP
 CJ1413  Y           -  -5,283,109.177 (meters)                     COMP
 CJ1413  Z           -   3,433,172.690 (meters)                     COMP
 CJ1413  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CJ1413  ELLIP HEIGHT-         -30.71  (meters)          (03/27/03) GPS OBS
 CJ1413  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 CJ1413  DYNAMIC HT  -           2.717 (meters)       8.91  (feet)  COMP
 CJ1413  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CJ1413
 CJ1413  HORZ ORDER  -  SECOND
 CJ1413  VERT ORDER  -  THIRD
 CJ1413  ELLP ORDER  -  FOURTH    CLASS II
 CJ1413
 CJ1413.The horizontal coordinates were established by GPS observations
 CJ1413.and adjusted by the National Geodetic Survey in March 2003..
 CJ1413
 CJ1413.The orthometric height was determined by differential leveling
 CJ1413.and adjusted by the National Geodetic Survey in April 1995..
 CJ1413
 CJ1413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1413
 CJ1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1413
 CJ1413.The ellipsoidal height was determined by GPS observations
 CJ1413.and is referenced to NAD 83.
 CJ1413
 CJ1413.The geoid height was determined by GEOID03.
 CJ1413
 CJ1413.The dynamic height is computed by dividing the NAVD 88
 CJ1413.geopotential number by the normal gravity value computed on the
 CJ1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1413.degrees latitude (g = 980.6199 gals.).
 CJ1413
 CJ1413.The modeled gravity was interpolated from observed gravity values.
 CJ1413
 CJ1413;                    North         East     Units Scale Factor Converg.
 CJ1413;SPC SC       -   105,300.375   721,640.688   MT  0.99991395   +0 39 47.1
 CJ1413;SPC SC       -   345,473.67  2,367,587.56   iFT  0.99991395   +0 39 47.1
 CJ1413;UTM  17      - 3,627,196.424   612,011.404   MT  0.99975470   +0 38 51.2
 CJ1413
 CJ1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1413!SPC SC       -   1.00000482  x   0.99991395  =   0.99991877
 CJ1413!UTM  17      -   1.00000482  x   0.99975470  =   0.99975952
 CJ1413
 CJ1413|---------------------------------------------------------------------|
 CJ1413| PID    Reference Object                     Distance      Geod. Az  |
 CJ1413|                                                           dddmmss.s |
 CJ1413| CJ1412 3105 B                              235.169 METERS 25421     |
 CJ1413|---------------------------------------------------------------------|
 CJ1413
 CJ1413                          SUPERSEDED SURVEY CONTROL
 CJ1413
 CJ1413  NAD 83(1995)-  32 46 37.13092(N)    079 48 14.30765(W) AD(       ) 2
 CJ1413  ELLIP H (12/20/99)  -30.74   (m)                       GP(       ) 4 1
 CJ1413  NAD 83(1986)-  32 46 37.14174(N)    079 48 14.30990(W) AD(       ) 2
 CJ1413  NGVD 29 (05/09/91)    3.019  (m)            9.90   (f) ADJUSTED    3 0
 CJ1413
 CJ1413.Superseded values are not recommended for survey control.
 CJ1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1413.See file dsdata.txt to determine how the superseded data were derived.
 CJ1413
 CJ1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1201127196(NAD 83)
 CJ1413_MARKER: DD = SURVEY DISK
 CJ1413_SETTING: 0 = UNSPECIFIED SETTING
 CJ1413_STAMPING: 3110 1988
 CJ1413_MARK LOGO: SCCC  
 CJ1413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1413+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 CJ1413
 CJ1413  HISTORY     - Date     Condition        Report By
 CJ1413  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1413  HISTORY     - 19900920 GOOD             NGS
 CJ1413  HISTORY     - 19970622 GOOD             USPSQD
 CJ1413
 CJ1413                          STATION DESCRIPTION
 CJ1413
 CJ1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1413'OWNERSHIP--STANLEY KANTANIE, 6018 BILLY REVE DRIVE,
 CJ1413'BRENTWOOD, TN 37027, PHONE 615-373-9317.
 CJ1413'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1413'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1413'BOULEVARD) FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF 3RD AVENUE, TURN
 CJ1413'RIGHT SOUTHEAST ON 3RD AVENUE FOR 0.32 KM (0.20 MI) TO THE JUNCTION
 CJ1413'OF OCEAN BOULEVARD, TURN RIGHT ON OCEAN BOULEVARD FOR 0.08 KM
 CJ1413'(0.05 MI) TO THE ENTRANCE DRIVE OF HOUSE NUMBER 216 ON THE LEFT, TURN
 CJ1413'LEFT, SOUTHEAST, INTO THE ENTRANCE DRIVE TO THE GARAGE, THE STATION
 CJ1413'IS AT THE REAR OF THE HOUSE NEAR THE EAST CORNER.
 CJ1413'THE STATION IS A STANDARD SCCC PRE-FAB BREAK-AWAY PVC PIPE, WITH A
 CJ1413'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1413'ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED 63.5 M (208.3 FT) SOUTHEAST
 CJ1413'OF THE CENTER OF OCEAN BOULEVARD, 14.1 M (46.3 FT) NORTHEAST OF THE
 CJ1413'NORTHEAST SIDE OF THE WOODEN BEACH WALKWAY OF THE HOUSE, 5.2 M
 CJ1413'(17.1 FT) SOUTHEAST OF THE EAST CORNER OF THE HOUSE.
 CJ1413
 CJ1413                          STATION RECOVERY (1997)
 CJ1413
 CJ1413'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1414 ***********************************************************************
 CJ1414  DESIGNATION -  3115
 CJ1414  PID         -  CJ1414
 CJ1414  STATE/COUNTY-  SC/CHARLESTON
 CJ1414  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1414
 CJ1414                         *CURRENT SURVEY CONTROL
 CJ1414  ___________________________________________________________________
 CJ1414* NAD 83(2001)-  32 46 48.66539(N)    079 47 53.50747(W)     ADJUSTED  
 CJ1414* NAVD 88     -         3.026  (meters)       9.93   (feet)  ADJUSTED  
 CJ1414  ___________________________________________________________________
 CJ1414  X           -     950,701.787 (meters)                     COMP
 CJ1414  Y           -  -5,282,824.285 (meters)                     COMP
 CJ1414  Z           -   3,433,471.624 (meters)                     COMP
 CJ1414  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CJ1414  ELLIP HEIGHT-         -30.37  (meters)          (03/27/03) GPS OBS
 CJ1414  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 CJ1414  DYNAMIC HT  -           3.022 (meters)       9.91  (feet)  COMP
 CJ1414  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 CJ1414
 CJ1414  HORZ ORDER  -  SECOND
 CJ1414  VERT ORDER  -  THIRD
 CJ1414  ELLP ORDER  -  FOURTH    CLASS II
 CJ1414
 CJ1414.The horizontal coordinates were established by GPS observations
 CJ1414.and adjusted by the National Geodetic Survey in March 2003..
 CJ1414
 CJ1414.The orthometric height was determined by differential leveling
 CJ1414.and adjusted by the National Geodetic Survey in April 1995..
 CJ1414
 CJ1414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1414
 CJ1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1414
 CJ1414.The ellipsoidal height was determined by GPS observations
 CJ1414.and is referenced to NAD 83.
 CJ1414
 CJ1414.The geoid height was determined by GEOID03.
 CJ1414
 CJ1414.The dynamic height is computed by dividing the NAVD 88
 CJ1414.geopotential number by the normal gravity value computed on the
 CJ1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1414.degrees latitude (g = 980.6199 gals.).
 CJ1414
 CJ1414.The modeled gravity was interpolated from observed gravity values.
 CJ1414
 CJ1414;                    North         East     Units Scale Factor Converg.
 CJ1414;SPC SC       -   105,661.929   722,177.748   MT  0.99991309   +0 39 58.6
 CJ1414;SPC SC       -   346,659.87  2,369,349.57   iFT  0.99991309   +0 39 58.6
 CJ1414;UTM  17      - 3,627,557.776   612,548.477   MT  0.99975619   +0 39 02.7
 CJ1414
 CJ1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1414!SPC SC       -   1.00000477  x   0.99991309  =   0.99991786
 CJ1414!UTM  17      -   1.00000477  x   0.99975619  =   0.99976096
 CJ1414
 CJ1414:                Primary Azimuth Mark                     Grid Az
 CJ1414:SPC SC       -  3120 B                                   053 46 44.9
 CJ1414:UTM  17      -  3120 B                                   053 47 40.8
 CJ1414
 CJ1414|---------------------------------------------------------------------|
 CJ1414| PID    Reference Object                     Distance      Geod. Az  |
 CJ1414|                                                           dddmmss.s |
 CJ1414| CJ1415 3120 B                              486.533 METERS 0542643.5 |
 CJ1414|---------------------------------------------------------------------|
 CJ1414
 CJ1414                          SUPERSEDED SURVEY CONTROL
 CJ1414
 CJ1414  NAD 83(1995)-  32 46 48.66549(N)    079 47 53.50888(W) AD(       ) 2
 CJ1414  ELLIP H (12/20/99)  -30.40   (m)                       GP(       ) 4 1
 CJ1414  NAD 83(1986)-  32 46 48.67659(N)    079 47 53.51088(W) AD(       ) 2
 CJ1414  NGVD 29 (05/09/91)    3.325  (m)           10.91   (f) ADJUSTED    3 0
 CJ1414
 CJ1414.Superseded values are not recommended for survey control.
 CJ1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1414.See file dsdata.txt to determine how the superseded data were derived.
 CJ1414
 CJ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1254827558(NAD 83)
 CJ1414_MARKER: DD = SURVEY DISK
 CJ1414_SETTING: 0 = UNSPECIFIED SETTING
 CJ1414_STAMPING: 3115 1988
 CJ1414_MARK LOGO: SCCC  
 CJ1414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1414+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 CJ1414
 CJ1414  HISTORY     - Date     Condition        Report By
 CJ1414  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1414  HISTORY     - 19900920 GOOD             NGS
 CJ1414  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CJ1414
 CJ1414                          STATION DESCRIPTION
 CJ1414
 CJ1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1414'OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL, 4130 FABER PLACE,
 CJ1414'CHARLESTON, SC 29405, PHONE 803-744-5838.
 CJ1414'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1414'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1414'BOULEVARD) FOR 1.28 KM (0.80 MI) TO THE JUNCTION OF 6TH AVENUE, TURN
 CJ1414'RIGHT, SOUTHEAST, ON 6TH AVENUE FOR 0.16 KM (0.10 MI) TO THE JUNCTION
 CJ1414'OF OCEAN BOULEVARD, CONTINUE STRAIGHT AHEAD ONTO THE 6TH AVENUE BEACH
 CJ1414'PATH FOR ABOUT 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 CJ1414'THE STATION IS A STANDARD SCCC PRE-FAB BREAK-AWAY PVC PIPE, WITH A
 CJ1414'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1414'ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED 60.5 M (198.5 FT) SOUTHEAST
 CJ1414'OF THE CENTER OF OCEAN BOULEVARD, 10.66 M (34.97 FT) SOUTHWEST OF THE
 CJ1414'CENTER OF THE FOOT PATH, 26.3 M (86.3 FT) NORTHWEST OF A FENCE ALONG
 CJ1414'THE BEACH AND 0.6 M (2.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 CJ1414
 CJ1414                          STATION RECOVERY (1997)
 CJ1414
 CJ1414'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0863 ***********************************************************************
 DE0863  DESIGNATION -  311.916 SRPE
 DE0863  PID         -  DE0863
 DE0863  STATE/COUNTY-  SC/AIKEN
 DE0863  USGS QUAD   -  NEW ELLENTON SW (1989)
 DE0863
 DE0863                         *CURRENT SURVEY CONTROL
 DE0863  ___________________________________________________________________
 DE0863* NAD 83(1986)-  33 17 12.     (N)    081 40 16.     (W)     SCALED    
 DE0863* NAVD 88     -        94.792  (meters)     311.00   (feet)  ADJUSTED  
 DE0863  ___________________________________________________________________
 DE0863  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DE0863  DYNAMIC HT  -          94.689 (meters)     310.66  (feet)  COMP
 DE0863  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DE0863
 DE0863  VERT ORDER  -  FIRST     CLASS II
 DE0863
 DE0863.The horizontal coordinates were scaled from a topographic map and have
 DE0863.an estimated accuracy of +/- 6 seconds.
 DE0863
 DE0863.The orthometric height was determined by differential leveling
 DE0863.and adjusted by the National Geodetic Survey in June 1991..
 DE0863
 DE0863.The geoid height was determined by GEOID03.
 DE0863
 DE0863.The dynamic height is computed by dividing the NAVD 88
 DE0863.geopotential number by the normal gravity value computed on the
 DE0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0863.degrees latitude (g = 980.6199 gals.).
 DE0863
 DE0863.The modeled gravity was interpolated from observed gravity values.
 DE0863
 DE0863;                    North         East    Units  Estimated Accuracy
 DE0863;SPC SC       -   161,370.      547,100.      MT  (+/- 180 meters Scaled)
 DE0863
 DE0863                          SUPERSEDED SURVEY CONTROL
 DE0863
 DE0863  NGVD 29 (??/??/92)   95.046  (m)          311.83   (f) ADJ UNCH    1 2
 DE0863
 DE0863.Superseded values are not recommended for survey control.
 DE0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0863.See file dsdata.txt to determine how the superseded data were derived.
 DE0863
 DE0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS375832(NAD 83)
 DE0863_MARKER: DD = SURVEY DISK
 DE0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0863_STAMPING: N 77300 E 54675 ELEV 311.916
 DE0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0863+STABILITY: SURFACE MOTION
 DE0863
 DE0863  HISTORY     - Date     Condition        Report By
 DE0863  HISTORY     - UNK      MONUMENTED       LOCENG
 DE0863  HISTORY     - 1961     GOOD             NGS
 DE0863
 DE0863                          STATION DESCRIPTION
 DE0863
 DE0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0863'9.8 MI NE FROM ELLENTON.
 DE0863'ABOUT 6.1 MILES NORTHEAST ALONG THE SAVANNAH RIVER PLANT ROAD NO.
 DE0863'3 FROM THE ATLANTIC COAST LINE RAILROAD CROSSING, THENCE 3.0 MILES
 DE0863'NORTHWEST ON SAVANNAH RIVER PLANT ROAD NO. C, THENCE 0.4 MILE EAST
 DE0863'ON SAVANNAH RIVER PLANT ROAD NO. E, THENCE 0.35 MILE NORTH ALONG
 DE0863'A BLACK TOP ROAD FROM ITS JUNCTION WITH ROAD NO. E, IN THE AREA
 DE0863'F (200), 0.15 MILE NORTH ALONG A BLACK TOP ROAD FROM WHERE THE
 DE0863'RAILROAD TRACK ENTERS THE AREA, 33 FEET EAST OF THE CENTER LINE
 DE0863'OF THE ROAD, 55 1/2 FEET NORTHWEST OF POWER POLE NO. 55 (THE SEVENTH
 DE0863'POLE NORTH OF THE TRACK), 27 FEET WEST OF THE STEEL FENCE AROUND
 DE0863'THE AREA, 1 FOOT WEST OF A METAL POST PAINTED YELLOW AND BLACK,
 DE0863'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DE0863'A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1415 ***********************************************************************
 CJ1415  DESIGNATION -  3120 B
 CJ1415  PID         -  CJ1415
 CJ1415  STATE/COUNTY-  SC/CHARLESTON
 CJ1415  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1415
 CJ1415                         *CURRENT SURVEY CONTROL
 CJ1415  ___________________________________________________________________
 CJ1415* NAD 83(2001)-  32 46 57.84876(N)    079 47 38.29671(W)     ADJUSTED  
 CJ1415* NAVD 88     -         3.776  (meters)      12.39   (feet)  ADJUSTED  
 CJ1415  ___________________________________________________________________
 CJ1415  X           -     951,064.331 (meters)                     COMP
 CJ1415  Y           -  -5,282,604.027 (meters)                     COMP
 CJ1415  Z           -   3,433,709.870 (meters)                     COMP
 CJ1415  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 CJ1415  ELLIP HEIGHT-         -29.63  (meters)          (03/27/03) GPS OBS
 CJ1415  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 CJ1415  DYNAMIC HT  -           3.772 (meters)      12.38  (feet)  COMP
 CJ1415  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 CJ1415
 CJ1415  HORZ ORDER  -  SECOND
 CJ1415  VERT ORDER  -  THIRD
 CJ1415  ELLP ORDER  -  FOURTH    CLASS II
 CJ1415
 CJ1415.The horizontal coordinates were established by GPS observations
 CJ1415.and adjusted by the National Geodetic Survey in March 2003..
 CJ1415
 CJ1415.The orthometric height was determined by differential leveling
 CJ1415.and adjusted by the National Geodetic Survey in April 1995..
 CJ1415
 CJ1415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1415
 CJ1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1415
 CJ1415.The ellipsoidal height was determined by GPS observations
 CJ1415.and is referenced to NAD 83.
 CJ1415
 CJ1415.The geoid height was determined by GEOID03.
 CJ1415
 CJ1415.The dynamic height is computed by dividing the NAVD 88
 CJ1415.geopotential number by the normal gravity value computed on the
 CJ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1415.degrees latitude (g = 980.6199 gals.).
 CJ1415
 CJ1415.The modeled gravity was interpolated from observed gravity values.
 CJ1415
 CJ1415;                    North         East     Units Scale Factor Converg.
 CJ1415;SPC SC       -   105,949.396   722,570.222   MT  0.99991240   +0 40 07.0
 CJ1415;SPC SC       -   347,603.01  2,370,637.21   iFT  0.99991240   +0 40 07.0
 CJ1415;UTM  17      - 3,627,845.092   612,940.967   MT  0.99975728   +0 39 11.1
 CJ1415
 CJ1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1415!SPC SC       -   1.00000465  x   0.99991240  =   0.99991705
 CJ1415!UTM  17      -   1.00000465  x   0.99975728  =   0.99976193
 CJ1415
 CJ1415:                Primary Azimuth Mark                     Grid Az
 CJ1415:SPC SC       -  3115                                     233 46 44.7
 CJ1415:UTM  17      -  3115                                     233 47 40.6
 CJ1415
 CJ1415|---------------------------------------------------------------------|
 CJ1415| PID    Reference Object                     Distance      Geod. Az  |
 CJ1415|                                                           dddmmss.s |
 CJ1415| CJ1414 3115                                486.533 METERS 2342651.7 |
 CJ1415|---------------------------------------------------------------------|
 CJ1415
 CJ1415                          SUPERSEDED SURVEY CONTROL
 CJ1415
 CJ1415  NAD 83(1995)-  32 46 57.84886(N)    079 47 38.29812(W) AD(       ) 2
 CJ1415  ELLIP H (12/20/99)  -29.66   (m)                       GP(       ) 4 1
 CJ1415  NAD 83(1986)-  32 46 57.85998(N)    079 47 38.30013(W) AD(       ) 2
 CJ1415  NGVD 29 (05/09/91)    4.075  (m)           13.37   (f) ADJUSTED    3 0
 CJ1415
 CJ1415.Superseded values are not recommended for survey control.
 CJ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1415.See file dsdata.txt to determine how the superseded data were derived.
 CJ1415
 CJ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1294127845(NAD 83)
 CJ1415_MARKER: DD = SURVEY DISK
 CJ1415_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1415_SP_SET: ALUMINUM ALLOY ROD
 CJ1415_STAMPING: 3120 B 1990
 CJ1415_MARK LOGO: SCCC  
 CJ1415_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1415_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1415+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ1415_ROD/PIPE-DEPTH: 11.6 meters
 CJ1415
 CJ1415  HISTORY     - Date     Condition        Report By
 CJ1415  HISTORY     - 1990     MONUMENTED       NGS
 CJ1415  HISTORY     - 19920817 GOOD             NGS
 CJ1415
 CJ1415                          STATION DESCRIPTION
 CJ1415
 CJ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1415'THE STATION IS LOCATED ON ISLE OF PALMS, ABOUT 8.05 KM (5.00 MI)
 CJ1415'SOUTH-SOUTHEAST OF MOUNT PLEASANT AND AT THE JUNCTION OF 8TH AVENUE
 CJ1415'AND OCEAN BOULEVARD.  OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER,
 CJ1415'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1415'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1415'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1415'BOULEVARD) FOR 1.7 KM (1.1 MI) TO THE JUNCTION OF 8TH AVENUE, TURN
 CJ1415'RIGHT, SOUTHEAST, ON 8TH AVENUE FOR 0.16 KM (0.10 MI) TO THE JUNCTION
 CJ1415'OF OCEAN BOULEVARD AND THE STATION ON THE SOUTHEAST SIDE OF OCEAN
 CJ1415'BOULEVARD.
 CJ1415'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1415'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1415'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1415'ABOVE THE GROUND.  LOCATED 19.9 M (65.3 FT) SOUTHEAST OF THE CENTER
 CJ1415'OF OCEAN BOULEVARD, 7.2 M (23.6 FT) NORTHEAST OF THE EXTENDED CENTER
 CJ1415'OF 8TH AVENUE, 6.7 M (22.0 FT) NORTHEAST OF A METAL POST OF A SIGN
 CJ1415'(NO ALCOHOLIC BEVERAGES ALLOWED ON BEACH OR STREET) AND 0.3 M
 CJ1415'(1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 CJ1415
 CJ1415                          STATION RECOVERY (1992)
 CJ1415
 CJ1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ1415'IN ISLE OF PALMS, AT THE INTERSECTION OF OCEAN BOULEVARD AND 8TH
 CJ1415'AVENUE, 19.9 M (65.3 FT) SOUTHEAST OF THE BOULEVARD CENTER, 12.0 M
 CJ1415'(39.4 FT) SOUTH-SOUTHEAST OF A 12-INCH PALM TREE, 7.2 M (23.6 FT)
 CJ1415'NORTHEAST OF THE EXTENDED CENTER OF THE AVENUE, 6.7 M (22.0 FT)
 CJ1415'NORTHEAST OF A SIGN (NO ALCOHOLIC BEVERAGES ALLOWED ON BEACH), 0.6 M
 CJ1415'(2.0 FT) ABOVE THE LEVEL OF THE BOULEVARD, AND 0.3 M (1.0 FT)
 CJ1415'SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 CJ1415'PVC PIPE AND IS RECESSED 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
 CJ1415'THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1416 ***********************************************************************
 CJ1416  DESIGNATION -  3125 B
 CJ1416  PID         -  CJ1416
 CJ1416  STATE/COUNTY-  SC/CHARLESTON
 CJ1416  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1416
 CJ1416                         *CURRENT SURVEY CONTROL
 CJ1416  ___________________________________________________________________
 CJ1416* NAD 83(2001)-  32 47 11.81214(N)    079 47 11.18047(W)     ADJUSTED  
 CJ1416* NAVD 88     -         2.491  (meters)       8.17   (feet)  ADJUSTED  
 CJ1416  ___________________________________________________________________
 CJ1416  X           -     951,717.292 (meters)                     COMP
 CJ1416  Y           -  -5,282,248.623 (meters)                     COMP
 CJ1416  Z           -   3,434,070.782 (meters)                     COMP
 CJ1416  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 CJ1416  ELLIP HEIGHT-         -30.96  (meters)          (03/13/03) GPS OBS
 CJ1416  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 CJ1416  DYNAMIC HT  -           2.488 (meters)       8.16  (feet)  COMP
 CJ1416  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CJ1416
 CJ1416  HORZ ORDER  -  FIRST
 CJ1416  VERT ORDER  -  THIRD
 CJ1416  ELLP ORDER  -  FOURTH    CLASS II
 CJ1416
 CJ1416.The horizontal coordinates were established by GPS observations
 CJ1416.and adjusted by the National Geodetic Survey in March 2003..
 CJ1416
 CJ1416.The orthometric height was determined by differential leveling
 CJ1416.and adjusted by the National Geodetic Survey in April 1995..
 CJ1416
 CJ1416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1416
 CJ1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1416
 CJ1416.The ellipsoidal height was determined by GPS observations
 CJ1416.and is referenced to NAD 83.
 CJ1416
 CJ1416.The geoid height was determined by GEOID03.
 CJ1416
 CJ1416.The dynamic height is computed by dividing the NAVD 88
 CJ1416.geopotential number by the normal gravity value computed on the
 CJ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1416.degrees latitude (g = 980.6199 gals.).
 CJ1416
 CJ1416.The modeled gravity was interpolated from observed gravity values.
 CJ1416
 CJ1416;                    North         East     Units Scale Factor Converg.
 CJ1416;SPC SC       -   106,387.740   723,270.698   MT  0.99991137   +0 40 22.1
 CJ1416;SPC SC       -   349,041.14  2,372,935.36   iFT  0.99991137   +0 40 22.1
 CJ1416;UTM  17      - 3,628,283.178   613,641.455   MT  0.99975924   +0 39 26.0
 CJ1416
 CJ1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1416!SPC SC       -   1.00000486  x   0.99991137  =   0.99991623
 CJ1416!UTM  17      -   1.00000486  x   0.99975924  =   0.99976410
 CJ1416
 CJ1416|---------------------------------------------------------------------|
 CJ1416| PID    Reference Object                     Distance      Geod. Az  |
 CJ1416|                                                           dddmmss.s |
 CJ1416| CJ1475 IOP RESET                           137.895 METERS 30408     |
 CJ1416|---------------------------------------------------------------------|
 CJ1416
 CJ1416                          SUPERSEDED SURVEY CONTROL
 CJ1416
 CJ1416  NAD 83(1986)-  32 47 11.82335(N)    079 47 11.18464(W) AD(       ) 1
 CJ1416  NAD 83(1995)-  32 47 11.81222(N)    079 47 11.18098(W) AD(       ) 1
 CJ1416  ELLIP H (08/20/02)  -30.96   (m)                       GP(       ) 4 1
 CJ1416  NAD 83(1995)-  32 47 11.81196(N)    079 47 11.18279(W) AD(       ) 2
 CJ1416  ELLIP H (12/20/99)  -30.98   (m)                       GP(       ) 4 1
 CJ1416  NAD 83(1986)-  32 47 11.82360(N)    079 47 11.18443(W) AD(       ) 2
 CJ1416  NAVD 88 (08/20/02)    2.49   (m)            8.2    (f) LEVELING    3  
 CJ1416  NGVD 29 (05/09/91)    2.791  (m)            9.16   (f) ADJUSTED    3 0
 CJ1416
 CJ1416.Superseded values are not recommended for survey control.
 CJ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1416.See file dsdata.txt to determine how the superseded data were derived.
 CJ1416
 CJ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1364128283(NAD 83)
 CJ1416_MARKER: DD = SURVEY DISK
 CJ1416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1416_SP_SET: ALUMINUM ALLOY ROD
 CJ1416_STAMPING: 3125 B 1990
 CJ1416_MARK LOGO: SCCC  
 CJ1416_PROJECTION: FLUSH
 CJ1416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1416+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 CJ1416_ROD/PIPE-DEPTH: 16.2 meters
 CJ1416
 CJ1416  HISTORY     - Date     Condition        Report By
 CJ1416  HISTORY     - 1990     MONUMENTED       NGS
 CJ1416  HISTORY     - 19920817 GOOD             NGS
 CJ1416  HISTORY     - 20020430 GOOD             SCGS
 CJ1416
 CJ1416                          STATION DESCRIPTION
 CJ1416
 CJ1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1416'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 CJ1416'COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1416'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1416'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1416'BOULEVARD) FOR 2.4 KM (1.5 MI) TO THE POST OFFICE ON THE LEFT AND THE
 CJ1416'JUNCTION OF 14TH AVENUE (STATE ROAD 497) 0N THE RIGHT, TURN RIGHT,
 CJ1416'SOUTHEAST, ON 14TH AVENUE FOR 0.16 KM (0.10 MI) TO THE END OF 14TH
 CJ1416'AVENUE AND THE JUNCTION OF OCEAN BOULEVARD AND THE STATION ON THE
 CJ1416'LEFT,  A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1416'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1416'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1416'ABOVE THE GROUND.  LOCATED 13.45 M (44.13 FT) NORTH-NORTHWEST OF N0S
 CJ1416'TIDAL BENCH MARK I.P.P. NO. 1 1975, 11.4 M (37.4 FT) NORTHEAST OF THE
 CJ1416'EXTENDED CENTER OF 14TH AVENUE, 7.6 M (24.9 FT) WEST-NORTHWEST OF THE
 CJ1416'CENTER OF THE ENTRANCE GATE OF A CHAIN LINK FENCE, 1.35 M (4.43 FT)
 CJ1416'NORTHEAST OF THE METAL POST OF A SIGN (NO U TURN) AND 0.3 M (1.0 FT)
 CJ1416'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 CJ1416
 CJ1416                          STATION RECOVERY (1992)
 CJ1416
 CJ1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ1416'IN ISLE OF PALMS, AT THE INTERSECTION OF OCEAN BOULEVARD AND 14TH
 CJ1416'AVENUE, 17.6 M (57.7 FT) NORTH-NORTHWEST OF UTILITY LIGHT POLE NUMBER
 CJ1416'281093, 11.6 M (38.1 FT) NORTHEAST OF THE EXTENDED CENTER OF THE
 CJ1416'AVENUE, 7.5 M (24.6 FT) WEST-NORTHWEST OF THE CENTER OF A GATE, 1.6 M
 CJ1416'(5.2 FT) SOUTH OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE, AND 1.0
 CJ1416'M (3.3 FT) NORTHWEST OF AND LEVEL WITH THE EXTENDED CENTER OF THE
 CJ1416'BOULEVARD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 CJ1416'RECESSED 0.04 M (0.13 FT) BELOW THE GROUND SURFACE.
 CJ1416
 CJ1416                          STATION RECOVERY (2002)
 CJ1416
 CJ1416'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CJ1416'STATION IS LOCATED IN ISLE OF PALMS, 8.45 MILES EAST OF CHARLESTON.
 CJ1416'OWNERSHIP--SCDOT,
 CJ1416'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ1416'803-737-1350.
 CJ1416'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 517 (CLYDE
 CJ1416'MOULTRIE
 CJ1416'DANGERFIELD HIGHWAY) , 703 (PALM BOULEVARD) AND 14TH AVENUE IN THE
 CJ1416'ISLE OF PALMS, GO
 CJ1416'SOUTH SOUTHEAST ON 14TH AVENUE FOR 0.15 MILE TO THE STATION ON THE
 CJ1416'LEFT NEAR A
 CJ1416'SIDEWALK IN THE SOUTHEAST ANGLE OF THE JUNCTION OF OCEAN BOULEVARD.
 CJ1416'STATION IS A DISK ATTACHED TO AN ALUMINUM ALLOY ROD RECESSED 0.1 FOOT
 CJ1416'AND
 CJ1416'LEVEL WITH THE SIDEWALK, 0.3 FOOT WEST SOUTHWEST OF THE WEST EDGE OF
 CJ1416'THE
 CJ1416'CONCRETE SIDEWALK, 4.3 FEET NORTH NORTHEAST OF A 1.0-FOOT PALMETTO
 CJ1416'TREE, 6.3
 CJ1416'FEET EAST NORTHEAST OF A METAL SIGN POST FOR A NO U-TURN/NO STOPPING
 CJ1416'OR
 CJ1416'STANDING SIGN, 47.3 FEET NORTH NORTHWEST OF A FIRE HYDRANT, 44.0 FEET
 CJ1416'NORTH OF
 CJ1416'TIDAL BENCH MARK 866 5494 TIDAL IPP 1, 1.7 FEET NORTHEAST OF A WITNESS
 CJ1416'POST.
 CJ1416'RECOVERED BY T. HALL.
 CJ1416' 
 CJ1416' 
 CJ1416'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1417 ***********************************************************************
 CJ1417  DESIGNATION -  3130 B
 CJ1417  PID         -  CJ1417
 CJ1417  STATE/COUNTY-  SC/CHARLESTON
 CJ1417  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1417
 CJ1417                         *CURRENT SURVEY CONTROL
 CJ1417  ___________________________________________________________________
 CJ1417* NAD 83(2001)-  32 47 19.57949(N)    079 46 58.89178(W)     ADJUSTED  
 CJ1417* NAVD 88     -         3.212  (meters)      10.54   (feet)  ADJUSTED  
 CJ1417  ___________________________________________________________________
 CJ1417  X           -     952,009.116 (meters)                     COMP
 CJ1417  Y           -  -5,282,064.987 (meters)                     COMP
 CJ1417  Z           -   3,434,272.329 (meters)                     COMP
 CJ1417  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CJ1417  ELLIP HEIGHT-         -30.24  (meters)          (03/27/03) GPS OBS
 CJ1417  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 CJ1417  DYNAMIC HT  -           3.209 (meters)      10.53  (feet)  COMP
 CJ1417  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 CJ1417
 CJ1417  HORZ ORDER  -  SECOND
 CJ1417  VERT ORDER  -  THIRD
 CJ1417  ELLP ORDER  -  FOURTH    CLASS II
 CJ1417
 CJ1417.The horizontal coordinates were established by GPS observations
 CJ1417.and adjusted by the National Geodetic Survey in March 2003..
 CJ1417
 CJ1417.The orthometric height was determined by differential leveling
 CJ1417.and adjusted by the National Geodetic Survey in April 1995..
 CJ1417
 CJ1417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1417
 CJ1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1417
 CJ1417.The ellipsoidal height was determined by GPS observations
 CJ1417.and is referenced to NAD 83.
 CJ1417
 CJ1417.The geoid height was determined by GEOID03.
 CJ1417
 CJ1417.The dynamic height is computed by dividing the NAVD 88
 CJ1417.geopotential number by the normal gravity value computed on the
 CJ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1417.degrees latitude (g = 980.6199 gals.).
 CJ1417
 CJ1417.The modeled gravity was interpolated from observed gravity values.
 CJ1417
 CJ1417;                    North         East     Units Scale Factor Converg.
 CJ1417;SPC SC       -   106,630.741   723,587.601   MT  0.99991079   +0 40 28.9
 CJ1417;SPC SC       -   349,838.39  2,373,975.07   iFT  0.99991079   +0 40 28.9
 CJ1417;UTM  17      - 3,628,526.056   613,958.376   MT  0.99976013   +0 39 32.8
 CJ1417
 CJ1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1417!SPC SC       -   1.00000475  x   0.99991079  =   0.99991554
 CJ1417!UTM  17      -   1.00000475  x   0.99976013  =   0.99976488
 CJ1417
 CJ1417|---------------------------------------------------------------------|
 CJ1417| PID    Reference Object                     Distance      Geod. Az  |
 CJ1417|                                                           dddmmss.s |
 CJ1417| CJ1416 3125 B                              399.381 METERS 23312     |
 CJ1417| CJ1475 IOP RESET                           463.111 METERS 2493225.6 |
 CJ1417|---------------------------------------------------------------------|
 CJ1417
 CJ1417                          SUPERSEDED SURVEY CONTROL
 CJ1417
 CJ1417  NAD 83(1995)-  32 47 19.57947(N)    079 46 58.89407(W) AD(       ) 2
 CJ1417  ELLIP H (12/20/99)  -30.26   (m)                       GP(       ) 4 1
 CJ1417  NAD 83(1986)-  32 47 19.59112(N)    079 46 58.89571(W) AD(       ) 2
 CJ1417  NGVD 29 (05/09/91)    3.512  (m)           11.52   (f) ADJUSTED    3 0
 CJ1417
 CJ1417.Superseded values are not recommended for survey control.
 CJ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1417.See file dsdata.txt to determine how the superseded data were derived.
 CJ1417
 CJ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1395828526(NAD 83)
 CJ1417_MARKER: DD = SURVEY DISK
 CJ1417_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1417_SP_SET: ALUMINUM ALLOY ROD
 CJ1417_STAMPING: 3130 B 1990
 CJ1417_MARK LOGO: SCCC  
 CJ1417_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1417+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 CJ1417_ROD/PIPE-DEPTH: 15.5 meters
 CJ1417
 CJ1417  HISTORY     - Date     Condition        Report By
 CJ1417  HISTORY     - 1990     MONUMENTED       NGS
 CJ1417  HISTORY     - 19970622 GOOD             USPSQD
 CJ1417  HISTORY     - 20050309 GOOD             USPSQD
 CJ1417
 CJ1417                          STATION DESCRIPTION
 CJ1417
 CJ1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1417'THE STATION IS LOCATED ON ISLE OF PALMS, ABOUT 8.05 KM (5.00 MI)
 CJ1417'SOUTH-SOUTHEAST OF MOUNT PLEASANT, ON THE NORTHWEST SIDE OF PALM
 CJ1417'BOULEVARD , 0.08 KM (0.05 MI) SOUTHWEST OF THE JUNCTION OF 22ND
 CJ1417'AVENUE AND AT THE WEST FENCE CORNER POST OF THE PROPERTY OF HOUSE
 CJ1417'NUMBER 2102.  OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX
 CJ1417'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1417'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1417'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1417'BOULEVARD) FOR 3.2 KM (2.0 MI) TO THE STATION ON THE RIGHT NEAR THE
 CJ1417'WEST CORNER POST OF THE PROPERTY OF HOUSE NUMBER 2201.
 CJ1417'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1417'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1417'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1417'ABOVE THE GROUND.  LOCATED 19.6 M (64.3 FT) SOUTHEAST OF THE CENTER
 CJ1417'OF PALM BOULEVARD, 7.15 M (23.46 FT) NORTHEAST OF THE NORTHEAST EDGE
 CJ1417'OF THE SIDEWALK LEADING TO THE BEACH, 6.75 M (22.15 FT)
 CJ1417'SOUTH-SOUTHEAST OF THE CENTER OF A BELL SYSTEM CABLE METAL MANHOLE
 CJ1417'COVER, 0.65 M (2.13 FT) WEST OF THE WEST CORNER POST OF THE FENCE OF
 CJ1417'THE PROPERTY OF HOUSE NUMBER 2102 AND 0.65 M (2.13 FT) WEST OF A
 CJ1417'FIBERGLASS WITNESS POST.
 CJ1417
 CJ1417                          STATION RECOVERY (1997)
 CJ1417
 CJ1417'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1417'RECOVERED IN GOOD CONDITION.
 CJ1417
 CJ1417                          STATION RECOVERY (2005)
 CJ1417
 CJ1417'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 CJ1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1418 ***********************************************************************
 CJ1418  DESIGNATION -  3135 B
 CJ1418  PID         -  CJ1418
 CJ1418  STATE/COUNTY-  SC/CHARLESTON
 CJ1418  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1418
 CJ1418                         *CURRENT SURVEY CONTROL
 CJ1418  ___________________________________________________________________
 CJ1418* NAD 83(2001)-  32 47 30.53155(N)    079 46 32.24135(W)     ADJUSTED  
 CJ1418* NAVD 88     -         2.587  (meters)       8.49   (feet)  ADJUSTED  
 CJ1418  ___________________________________________________________________
 CJ1418  X           -     952,659.047 (meters)                     COMP
 CJ1418  Y           -  -5,281,761.586 (meters)                     COMP
 CJ1418  Z           -   3,434,555.602 (meters)                     COMP
 CJ1418  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CJ1418  ELLIP HEIGHT-         -30.89  (meters)          (03/27/03) GPS OBS
 CJ1418  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 CJ1418  DYNAMIC HT  -           2.584 (meters)       8.48  (feet)  COMP
 CJ1418  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 CJ1418
 CJ1418  HORZ ORDER  -  SECOND
 CJ1418  VERT ORDER  -  THIRD
 CJ1418  ELLP ORDER  -  FOURTH    CLASS II
 CJ1418
 CJ1418.The horizontal coordinates were established by GPS observations
 CJ1418.and adjusted by the National Geodetic Survey in March 2003..
 CJ1418
 CJ1418.The orthometric height was determined by differential leveling
 CJ1418.and adjusted by the National Geodetic Survey in April 1995..
 CJ1418
 CJ1418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1418
 CJ1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1418
 CJ1418.The ellipsoidal height was determined by GPS observations
 CJ1418.and is referenced to NAD 83.
 CJ1418
 CJ1418.The geoid height was determined by GEOID03.
 CJ1418
 CJ1418.The dynamic height is computed by dividing the NAVD 88
 CJ1418.geopotential number by the normal gravity value computed on the
 CJ1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1418.degrees latitude (g = 980.6199 gals.).
 CJ1418
 CJ1418.The modeled gravity was interpolated from observed gravity values.
 CJ1418
 CJ1418;                    North         East     Units Scale Factor Converg.
 CJ1418;SPC SC       -   106,976.264   724,276.962   MT  0.99990999   +0 40 43.7
 CJ1418;SPC SC       -   350,971.99  2,376,236.75   iFT  0.99990999   +0 40 43.7
 CJ1418;UTM  17      - 3,628,871.339   614,647.728   MT  0.99976207   +0 39 47.5
 CJ1418
 CJ1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1418!SPC SC       -   1.00000485  x   0.99990999  =   0.99991484
 CJ1418!UTM  17      -   1.00000485  x   0.99976207  =   0.99976692
 CJ1418
 CJ1418                          SUPERSEDED SURVEY CONTROL
 CJ1418
 CJ1418  NAD 83(1995)-  32 47 30.53147(N)    079 46 32.24333(W) AD(       ) 2
 CJ1418  ELLIP H (12/20/99)  -30.90   (m)                       GP(       ) 4 1
 CJ1418  NAD 83(1986)-  32 47 30.54312(N)    079 46 32.24497(W) AD(       ) 2
 CJ1418  NGVD 29 (05/09/91)    2.886  (m)            9.47   (f) ADJUSTED    3 0
 CJ1418
 CJ1418.Superseded values are not recommended for survey control.
 CJ1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1418.See file dsdata.txt to determine how the superseded data were derived.
 CJ1418
 CJ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1464828871(NAD 83)
 CJ1418_MARKER: DD = SURVEY DISK
 CJ1418_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1418_SP_SET: ALUMINUM ALLOY ROD
 CJ1418_STAMPING: 3135 B 1990
 CJ1418_MARK LOGO: SCCC  
 CJ1418_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1418+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1418_ROD/PIPE-DEPTH: 16.5 meters
 CJ1418
 CJ1418  HISTORY     - Date     Condition        Report By
 CJ1418  HISTORY     - 1990     MONUMENTED       NGS
 CJ1418  HISTORY     - 19970622 GOOD             USPSQD
 CJ1418
 CJ1418                          STATION DESCRIPTION
 CJ1418
 CJ1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1418'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 CJ1418'COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1418'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1418'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1418'BOULEVARD) FOR 4.0 KM (2.5 MI) TO THE STATION ON THE RIGHT ON THE
 CJ1418'SOUTHWEST SIDE OF THE PAVED DRIVEWAY OF HOUSE NUMBER 2700.
 CJ1418'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1418'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1418'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1418'ABOVE THE GROUND.  LOCATED 39.63 M (130.02 FT) NORTHEAST OF THE
 CJ1418'EXTENDED CENTER OF 27TH AVENUE, 22.7 M (74.5 FT) WEST-NORTHWEST OF
 CJ1418'THE WEST CORNER OF THE GARAGE OF HOUSE NUMBER 2700, 8.2 M (26.9 FT)
 CJ1418'SOUTHEAST OF THE CENTER OF PALM BOULEVARD AND 0.25 M (0.82 FT)
 CJ1418'NORTHWEST OF A FIBERGLASS WITNESS POST.
 CJ1418
 CJ1418                          STATION RECOVERY (1997)
 CJ1418
 CJ1418'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1419 ***********************************************************************
 CJ1419  DESIGNATION -  3140
 CJ1419  PID         -  CJ1419
 CJ1419  STATE/COUNTY-  SC/CHARLESTON
 CJ1419  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1419
 CJ1419                         *CURRENT SURVEY CONTROL
 CJ1419  ___________________________________________________________________
 CJ1419* NAD 83(2001)-  32 47 35.11452(N)    079 46 11.38147(W)     ADJUSTED  
 CJ1419* NAVD 88     -         2.251  (meters)       7.39   (feet)  ADJUSTED  
 CJ1419  ___________________________________________________________________
 CJ1419  X           -     953,179.567 (meters)                     COMP
 CJ1419  Y           -  -5,281,589.703 (meters)                     COMP
 CJ1419  Z           -   3,434,674.111 (meters)                     COMP
 CJ1419  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CJ1419  ELLIP HEIGHT-         -31.21  (meters)          (03/27/03) GPS OBS
 CJ1419  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 CJ1419  DYNAMIC HT  -           2.248 (meters)       7.38  (feet)  COMP
 CJ1419  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 CJ1419
 CJ1419  HORZ ORDER  -  SECOND
 CJ1419  VERT ORDER  -  THIRD
 CJ1419  ELLP ORDER  -  FOURTH    CLASS II
 CJ1419
 CJ1419.The horizontal coordinates were established by GPS observations
 CJ1419.and adjusted by the National Geodetic Survey in March 2003..
 CJ1419
 CJ1419.The orthometric height was determined by differential leveling
 CJ1419.and adjusted by the National Geodetic Survey in April 1995..
 CJ1419
 CJ1419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1419
 CJ1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1419
 CJ1419.The ellipsoidal height was determined by GPS observations
 CJ1419.and is referenced to NAD 83.
 CJ1419
 CJ1419.The geoid height was determined by GEOID03.
 CJ1419
 CJ1419.The dynamic height is computed by dividing the NAVD 88
 CJ1419.geopotential number by the normal gravity value computed on the
 CJ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1419.degrees latitude (g = 980.6199 gals.).
 CJ1419
 CJ1419.The modeled gravity was interpolated from observed gravity values.
 CJ1419
 CJ1419;                    North         East     Units Scale Factor Converg.
 CJ1419;SPC SC       -   107,123.868   724,817.969   MT  0.99990965   +0 40 55.2
 CJ1419;SPC SC       -   351,456.26  2,378,011.71   iFT  0.99990965   +0 40 55.2
 CJ1419;UTM  17      - 3,629,018.774   615,188.696   MT  0.99976361   +0 39 58.8
 CJ1419
 CJ1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1419!SPC SC       -   1.00000490  x   0.99990965  =   0.99991455
 CJ1419!UTM  17      -   1.00000490  x   0.99976361  =   0.99976851
 CJ1419
 CJ1419                          SUPERSEDED SURVEY CONTROL
 CJ1419
 CJ1419  NAD 83(1995)-  32 47 35.11461(N)    079 46 11.38330(W) AD(       ) 2
 CJ1419  ELLIP H (12/20/99)  -31.24   (m)                       GP(       ) 4 1
 CJ1419  NAD 83(1986)-  32 47 35.12627(N)    079 46 11.38491(W) AD(       ) 2
 CJ1419  NGVD 29 (05/09/91)    2.551  (m)            8.37   (f) ADJUSTED    3 0
 CJ1419
 CJ1419.Superseded values are not recommended for survey control.
 CJ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1419.See file dsdata.txt to determine how the superseded data were derived.
 CJ1419
 CJ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1518929019(NAD 83)
 CJ1419_MARKER: DD = SURVEY DISK
 CJ1419_SETTING: 0 = UNSPECIFIED SETTING
 CJ1419_STAMPING: 3140 1988
 CJ1419_MARK LOGO: SCCC  
 CJ1419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1419+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 CJ1419
 CJ1419  HISTORY     - Date     Condition        Report By
 CJ1419  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1419  HISTORY     - 19900920 GOOD             NGS
 CJ1419  HISTORY     - 19970622 GOOD             USPSQD
 CJ1419
 CJ1419                          STATION DESCRIPTION
 CJ1419
 CJ1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1419'THE STATION IS LOCATED ON ISLE OF PALMS, ABOUT 8.05 KM (5.00 MI)
 CJ1419'SOUTH-SOUTHEAST OF MOUNT PLEASANT AND NEAR THE BEACH ON THE SOUTHWEST
 CJ1419'SIDE OF THE 6TH AVENUE BEACH FOOT PATH.  OWNERSHIP--SOUTH CAROLINA
 CJ1419'COASTAL COUNCIL, 4130 FABER PLACE, CHARLESTON, SC 29405, PHONE
 CJ1419'803-744-5838.
 CJ1419'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1419'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1419'BOULEVARD) FOR 4.66 KM (2.90 MI) TO THE JUNCTION OF 31ST AVENUE ON
 CJ1419'THE LEFT AND HOUSE NUMBER 3014 PALM BOULEVARD ON THE RIGHT.  THE
 CJ1419'STATION IS ABOUT 45.73 M (150.03 FT) NORTHWEST OF THE BEACH AND IS
 CJ1419'EAST OF THE EAST CORNER OF HOUSE NUMBER 3014 PALM BOULEVARD.
 CJ1419'NOTE--ACCESS TO THE STATION IS HAD BY DRIVING THROUGH THE NORTHEAST
 CJ1419'SIDE OF THE PROPERTY OF HOUSE NUMBER 3014, THIS IS A RENTAL PROPERTY,
 CJ1419'PERMISSION WAS GRANTED BY RESORTS INC., 1116 PALM BOULEVARD, ISLE OF
 CJ1419'PALMS, SC 29451, CONTACT MRS. LOIS THOMPSON (SALES ASSOCIATE) ONE DAY
 CJ1419'IN ADVANCE OF SURVEY, PHONE 803-886-6493.
 CJ1419'THE STATION IS A STANDARD SCCC PRE-FAB BREAK-AWAY PVC PIPE, WITH A
 CJ1419'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1419'ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED ABOUT 106.68 M (350.00 FT)
 CJ1419'SOUTHEAST OF THE CENTER OF PALM BOULEVARD, 33.54 M (110.04 FT)
 CJ1419'NORTHWEST OF THE TOP OF THE PRIMARY DUNE ALONG THE BEACH AND 0.65 M
 CJ1419'(2.13 FT) WEST OF A FIBERGLASS WITNESS POST.
 CJ1419
 CJ1419                          STATION RECOVERY (1997)
 CJ1419
 CJ1419'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1420 ***********************************************************************
 CJ1420  DESIGNATION -  3145 B
 CJ1420  PID         -  CJ1420
 CJ1420  STATE/COUNTY-  SC/CHARLESTON
 CJ1420  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1420
 CJ1420                         *CURRENT SURVEY CONTROL
 CJ1420  ___________________________________________________________________
 CJ1420* NAD 83(2001)-  32 47 46.08085(N)    079 45 51.08818(W)     ADJUSTED  
 CJ1420* NAVD 88     -         2.908  (meters)       9.54   (feet)  ADJUSTED  
 CJ1420  ___________________________________________________________________
 CJ1420  X           -     953,666.772 (meters)                     COMP
 CJ1420  Y           -  -5,281,316.373 (meters)                     COMP
 CJ1420  Z           -   3,434,958.444 (meters)                     COMP
 CJ1420  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 CJ1420  ELLIP HEIGHT-         -30.56  (meters)          (03/27/03) GPS OBS
 CJ1420  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 CJ1420  DYNAMIC HT  -           2.905 (meters)       9.53  (feet)  COMP
 CJ1420  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 CJ1420
 CJ1420  HORZ ORDER  -  SECOND
 CJ1420  VERT ORDER  -  THIRD
 CJ1420  ELLP ORDER  -  FOURTH    CLASS II
 CJ1420
 CJ1420.The horizontal coordinates were established by GPS observations
 CJ1420.and adjusted by the National Geodetic Survey in March 2003..
 CJ1420
 CJ1420.The orthometric height was determined by differential leveling
 CJ1420.and adjusted by the National Geodetic Survey in April 1995..
 CJ1420
 CJ1420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1420
 CJ1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1420
 CJ1420.The ellipsoidal height was determined by GPS observations
 CJ1420.and is referenced to NAD 83.
 CJ1420
 CJ1420.The geoid height was determined by GEOID03.
 CJ1420
 CJ1420.The dynamic height is computed by dividing the NAVD 88
 CJ1420.geopotential number by the normal gravity value computed on the
 CJ1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1420.degrees latitude (g = 980.6199 gals.).
 CJ1420
 CJ1420.The modeled gravity was interpolated from observed gravity values.
 CJ1420
 CJ1420;                    North         East     Units Scale Factor Converg.
 CJ1420;SPC SC       -   107,467.938   725,341.869   MT  0.99990885   +0 41 06.5
 CJ1420;SPC SC       -   352,585.10  2,379,730.54   iFT  0.99990885   +0 41 06.5
 CJ1420;UTM  17      - 3,629,362.651   615,712.614   MT  0.99976510   +0 40 10.0
 CJ1420
 CJ1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1420!SPC SC       -   1.00000480  x   0.99990885  =   0.99991365
 CJ1420!UTM  17      -   1.00000480  x   0.99976510  =   0.99976990
 CJ1420
 CJ1420                          SUPERSEDED SURVEY CONTROL
 CJ1420
 CJ1420  NAD 83(1995)-  32 47 46.08096(N)    079 45 51.08975(W) AD(       ) 2
 CJ1420  ELLIP H (12/20/99)  -30.58   (m)                       GP(       ) 4 1
 CJ1420  NAD 83(1986)-  32 47 46.09257(N)    079 45 51.09153(W) AD(       ) 2
 CJ1420  NGVD 29 (05/09/91)    3.209  (m)           10.53   (f) ADJUSTED    3 0
 CJ1420
 CJ1420.Superseded values are not recommended for survey control.
 CJ1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1420.See file dsdata.txt to determine how the superseded data were derived.
 CJ1420
 CJ1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1571329363(NAD 83)
 CJ1420_MARKER: DD = SURVEY DISK
 CJ1420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1420_SP_SET: ALUMINUM ALLOY ROD
 CJ1420_STAMPING: 3145 B 1990
 CJ1420_MARK LOGO: SCCC  
 CJ1420_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1420_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1420+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1420_ROD/PIPE-DEPTH: 12.1 meters
 CJ1420
 CJ1420  HISTORY     - Date     Condition        Report By
 CJ1420  HISTORY     - 1990     MONUMENTED       NGS
 CJ1420  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CJ1420
 CJ1420                          STATION DESCRIPTION
 CJ1420
 CJ1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1420'THE STATION IS LOCATED ON ISLE OF PALMS, ABOUT 8.05 KM (5.00 MI)
 CJ1420'SOUTH-SOUTHEAST OF MOUNT PLEASANT, ON THE NORTHWEST SIDE OF PALM
 CJ1420'BOULEVARD AND ABOUT 39.63 M (130.02 FT) NORTHEAST OF THE JUNCTION OF
 CJ1420'27TH AVENUE.  OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX
 CJ1420'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1420'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1420'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1420'BOULEVARD) FOR 5.3 KM (3.3 MI) TO THE JUNCTION OF 36TH AVENUE AND THE
 CJ1420'STATION ON LEFT, A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1420'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1420'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1420'ABOVE THE GROUND.  LOCATED 7.5 M (24.6 FT) SOUTHEAST OF THE CENTER OF
 CJ1420'36TH AVENUE, 7.3 M (24.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 CJ1420'SIDEWALK, 6.35 M (20.83 FT) NORTH OF THE CENTER OF PALM BOULEVARD,
 CJ1420'0.75 M (2.46 FT) SOUTHWEST OF THE METAL POST OF A STOP SIGN AND 0.75
 CJ1420'M (2.46 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 CJ1420
 CJ1420                          STATION RECOVERY (1997)
 CJ1420
 CJ1420'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1421 ***********************************************************************
 CJ1421  DESIGNATION -  3150 B
 CJ1421  PID         -  CJ1421
 CJ1421  STATE/COUNTY-  SC/CHARLESTON
 CJ1421  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1421
 CJ1421                         *CURRENT SURVEY CONTROL
 CJ1421  ___________________________________________________________________
 CJ1421* NAD 83(2001)-  32 47 51.59934(N)    079 45 30.29930(W)     ADJUSTED  
 CJ1421* NAVD 88     -         2.188  (meters)       7.18   (feet)  ADJUSTED  
 CJ1421  ___________________________________________________________________
 CJ1421  X           -     954,182.577 (meters)                     COMP
 CJ1421  Y           -  -5,281,129.018 (meters)                     COMP
 CJ1421  Z           -   3,435,100.956 (meters)                     COMP
 CJ1421  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 CJ1421  ELLIP HEIGHT-         -31.28  (meters)          (03/27/03) GPS OBS
 CJ1421  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 CJ1421  DYNAMIC HT  -           2.185 (meters)       7.17  (feet)  COMP
 CJ1421  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CJ1421
 CJ1421  HORZ ORDER  -  SECOND
 CJ1421  VERT ORDER  -  THIRD
 CJ1421  ELLP ORDER  -  FOURTH    CLASS II
 CJ1421
 CJ1421.The horizontal coordinates were established by GPS observations
 CJ1421.and adjusted by the National Geodetic Survey in March 2003..
 CJ1421
 CJ1421.The orthometric height was determined by differential leveling
 CJ1421.and adjusted by the National Geodetic Survey in April 1995..
 CJ1421
 CJ1421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1421
 CJ1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1421
 CJ1421.The ellipsoidal height was determined by GPS observations
 CJ1421.and is referenced to NAD 83.
 CJ1421
 CJ1421.The geoid height was determined by GEOID03.
 CJ1421
 CJ1421.The dynamic height is computed by dividing the NAVD 88
 CJ1421.geopotential number by the normal gravity value computed on the
 CJ1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1421.degrees latitude (g = 980.6199 gals.).
 CJ1421
 CJ1421.The modeled gravity was interpolated from observed gravity values.
 CJ1421
 CJ1421;                    North         East     Units Scale Factor Converg.
 CJ1421;SPC SC       -   107,644.394   725,880.640   MT  0.99990844   +0 41 18.0
 CJ1421;SPC SC       -   353,164.02  2,381,498.16   iFT  0.99990844   +0 41 18.0
 CJ1421;UTM  17      - 3,629,538.934   616,251.356   MT  0.99976664   +0 40 21.4
 CJ1421
 CJ1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1421!SPC SC       -   1.00000491  x   0.99990844  =   0.99991335
 CJ1421!UTM  17      -   1.00000491  x   0.99976664  =   0.99977155
 CJ1421
 CJ1421                          SUPERSEDED SURVEY CONTROL
 CJ1421
 CJ1421  NAD 83(1995)-  32 47 51.59945(N)    079 45 30.30088(W) AD(       ) 2
 CJ1421  ELLIP H (12/20/99)  -31.31   (m)                       GP(       ) 4 1
 CJ1421  NAD 83(1986)-  32 47 51.61102(N)    079 45 30.30266(W) AD(       ) 2
 CJ1421  NGVD 29 (05/09/91)    2.488  (m)            8.16   (f) ADJUSTED    3 0
 CJ1421
 CJ1421.Superseded values are not recommended for survey control.
 CJ1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1421.See file dsdata.txt to determine how the superseded data were derived.
 CJ1421
 CJ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1625129539(NAD 83)
 CJ1421_MARKER: DD = SURVEY DISK
 CJ1421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1421_SP_SET: ALUMINUM ALLOY ROD
 CJ1421_STAMPING: 3150 B 1990
 CJ1421_MARK LOGO: SCCC  
 CJ1421_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1421+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1421_ROD/PIPE-DEPTH: 16.4 meters
 CJ1421
 CJ1421  HISTORY     - Date     Condition        Report By
 CJ1421  HISTORY     - 1990     MONUMENTED       NGS
 CJ1421  HISTORY     - 19970622 GOOD             USPSQD
 CJ1421
 CJ1421                          STATION DESCRIPTION
 CJ1421
 CJ1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1421'THE STATION IS LOCATED ON ISLE OF PALMS, ABOUT 8.05 KM (5.00 MI)
 CJ1421'SOUTH-SOUTHEAST OF MOUNT PLEASANT, ON THE SOUTHEAST SIDE OF PALM
 CJ1421'BOULEVARD , ABOUT 45.73 M (150.03 FT) WEST OF THE JUNCTION OF 41ST
 CJ1421'AVENUE AND ON THE EAST SIDE OF THE ENTRANCE DRIVE OF HOUSE NUMBER
 CJ1421'4006.  OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 CJ1421'COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1421'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1421'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1421'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE STATION ON THE RIGHT.
 CJ1421'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1421'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1421'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1421'ABOVE THE GROUND.  LOCATED 18.15 M (59.55 FT) NORTH-NORTHEAST OF THE
 CJ1421'NORTHEAST PILING SUPPORT OF THE FRONT PATIO OF HOUSE NUMBER 4006,
 CJ1421'13.1 M (43.0 FT) SOUTH OF THE CENTER OF PALM BOULEVARD, 2.3 M
 CJ1421'(7.5 FT) EAST OF THE CENTER OF THE ENTRANCE DRIVE OF HOUSE NUMBER
 CJ1421'4006 AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 CJ1421
 CJ1421                          STATION RECOVERY (1997)
 CJ1421
 CJ1421'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1422 ***********************************************************************
 CJ1422  DESIGNATION -  3155
 CJ1422  PID         -  CJ1422
 CJ1422  STATE/COUNTY-  SC/CHARLESTON
 CJ1422  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ1422
 CJ1422                         *CURRENT SURVEY CONTROL
 CJ1422  ___________________________________________________________________
 CJ1422* NAD 83(2001)-  32 47 54.48402(N)    079 45 08.02690(W)     ADJUSTED  
 CJ1422* NAVD 88     -         2.097  (meters)       6.88   (feet)  ADJUSTED  
 CJ1422  ___________________________________________________________________
 CJ1422  X           -     954,744.249 (meters)                     COMP
 CJ1422  Y           -  -5,280,978.512 (meters)                     COMP
 CJ1422  Z           -   3,435,175.606 (meters)                     COMP
 CJ1422  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CJ1422  ELLIP HEIGHT-         -31.37  (meters)          (03/27/03) GPS OBS
 CJ1422  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 CJ1422  DYNAMIC HT  -           2.094 (meters)       6.87  (feet)  COMP
 CJ1422  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 CJ1422
 CJ1422  HORZ ORDER  -  SECOND
 CJ1422  VERT ORDER  -  THIRD
 CJ1422  ELLP ORDER  -  FOURTH    CLASS II
 CJ1422
 CJ1422.The horizontal coordinates were established by GPS observations
 CJ1422.and adjusted by the National Geodetic Survey in March 2003..
 CJ1422
 CJ1422.The orthometric height was determined by differential leveling
 CJ1422.and adjusted by the National Geodetic Survey in April 1995..
 CJ1422
 CJ1422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1422
 CJ1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1422
 CJ1422.The ellipsoidal height was determined by GPS observations
 CJ1422.and is referenced to NAD 83.
 CJ1422
 CJ1422.The geoid height was determined by GEOID03.
 CJ1422
 CJ1422.The dynamic height is computed by dividing the NAVD 88
 CJ1422.geopotential number by the normal gravity value computed on the
 CJ1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1422.degrees latitude (g = 980.6199 gals.).
 CJ1422
 CJ1422.The modeled gravity was interpolated from observed gravity values.
 CJ1422
 CJ1422;                    North         East     Units Scale Factor Converg.
 CJ1422;SPC SC       -   107,740.223   726,458.962   MT  0.99990823   +0 41 30.3
 CJ1422;SPC SC       -   353,478.42  2,383,395.54   iFT  0.99990823   +0 41 30.3
 CJ1422;UTM  17      - 3,629,634.591   616,829.623   MT  0.99976830   +0 40 33.5
 CJ1422
 CJ1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1422!SPC SC       -   1.00000493  x   0.99990823  =   0.99991315
 CJ1422!UTM  17      -   1.00000493  x   0.99976830  =   0.99977322
 CJ1422
 CJ1422|---------------------------------------------------------------------|
 CJ1422| PID    Reference Object                     Distance      Geod. Az  |
 CJ1422|                                                           dddmmss.s |
 CJ1422| CJ1423 3157                                336.032 METERS 07424     |
 CJ1422|---------------------------------------------------------------------|
 CJ1422
 CJ1422                          SUPERSEDED SURVEY CONTROL
 CJ1422
 CJ1422  NAD 83(1995)-  32 47 54.48413(N)    079 45 08.02839(W) AD(       ) 2
 CJ1422  ELLIP H (12/20/99)  -31.39   (m)                       GP(       ) 4 1
 CJ1422  NAD 83(1986)-  32 47 54.49566(N)    079 45 08.03027(W) AD(       ) 2
 CJ1422  NGVD 29 (05/09/91)    2.396  (m)            7.86   (f) ADJUSTED    3 0
 CJ1422
 CJ1422.Superseded values are not recommended for survey control.
 CJ1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1422.See file dsdata.txt to determine how the superseded data were derived.
 CJ1422
 CJ1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1683029635(NAD 83)
 CJ1422_MARKER: DD = SURVEY DISK
 CJ1422_SETTING: 0 = UNSPECIFIED SETTING
 CJ1422_STAMPING: 3155 1988
 CJ1422_MARK LOGO: SCCC  
 CJ1422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1422+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 CJ1422
 CJ1422  HISTORY     - Date     Condition        Report By
 CJ1422  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1422  HISTORY     - 19900920 GOOD             NGS
 CJ1422
 CJ1422                          STATION DESCRIPTION
 CJ1422
 CJ1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1422'OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL, 4130 FABER
 CJ1422'PLACE, CHARLESTON, SC 29405, PHONE 803-744-5838.
 CJ1422'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1422'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1422'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1422'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1422'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.48 KM
 CJ1422'(0.30 MI) TO THE JUNCTION OF 46TH AVENUE ON THE RIGHT, TURN RIGHT,
 CJ1422'SOUTH, ON 46TH AVENUE FOR 0.16 KM (0.10 MI) TO A SAND ROAD ON THE
 CJ1422'LEFT, TURN LEFT, EAST, ON THE SAND ROAD FOR 0.08 KM (0.05 MI) TO A
 CJ1422'VACANT LOT ON THE RIGHT, TURN RIGHT, SOUTHEASTERLY, ACROSS THE LOT TO
 CJ1422'THE STATION ON THE LEFT ABOUT 12.5 M (41.0 FT) NORTH OF A ROCK
 CJ1422'SEAWALL ALONG THE BEACH.
 CJ1422'THE STATION IS A STANDARD SCCC PRE-FAB BREAK-AWAY PVC PIPE, WITH A
 CJ1422'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1422'ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED ABOUT 48.0 M (157.5 FT)
 CJ1422'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 CJ1422'FLAG POLE OF THE CITADEL BEACH CLUB, 26.8 M (87.9 FT) EAST OF THE
 CJ1422'EAST EDGE OF THE CONCRETE SIDEWALK LEADING TO THE BEACH OF THE
 CJ1422'CITADEL BEACH CLUB, 12.5 M (41.0 FT) NORTH OF THE NORTH SIDE OF AN
 CJ1422'ASPHALT AND ROCK SEAWALL ALONG THE BEACH AND 0.65 M (2.13 FT) EAST OF
 CJ1422'A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1423 ***********************************************************************
 CJ1423  DESIGNATION -  3157
 CJ1423  PID         -  CJ1423
 CJ1423  STATE/COUNTY-  SC/CHARLESTON
 CJ1423  USGS QUAD   -  CAPERS INLET (1992)
 CJ1423
 CJ1423                         *CURRENT SURVEY CONTROL
 CJ1423  ___________________________________________________________________
 CJ1423* NAD 83(2001)-  32 47 57.41800(N)    079 44 55.58746(W)     ADJUSTED  
 CJ1423* NAVD 88     -         1.893  (meters)       6.21   (feet)  ADJUSTED  
 CJ1423  ___________________________________________________________________
 CJ1423  X           -     955,053.988 (meters)                     COMP
 CJ1423  Y           -  -5,280,872.572 (meters)                     COMP
 CJ1423  Z           -   3,435,251.466 (meters)                     COMP
 CJ1423  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CJ1423  ELLIP HEIGHT-         -31.58  (meters)          (03/27/03) GPS OBS
 CJ1423  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 CJ1423  DYNAMIC HT  -           1.891 (meters)       6.20  (feet)  COMP
 CJ1423  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CJ1423
 CJ1423  HORZ ORDER  -  SECOND
 CJ1423  VERT ORDER  -  THIRD
 CJ1423  ELLP ORDER  -  FOURTH    CLASS II
 CJ1423
 CJ1423.The horizontal coordinates were established by GPS observations
 CJ1423.and adjusted by the National Geodetic Survey in March 2003..
 CJ1423
 CJ1423.The orthometric height was determined by differential leveling
 CJ1423.and adjusted by the National Geodetic Survey in April 1995..
 CJ1423
 CJ1423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1423
 CJ1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1423
 CJ1423.The ellipsoidal height was determined by GPS observations
 CJ1423.and is referenced to NAD 83.
 CJ1423
 CJ1423.The geoid height was determined by GEOID03.
 CJ1423
 CJ1423.The dynamic height is computed by dividing the NAVD 88
 CJ1423.geopotential number by the normal gravity value computed on the
 CJ1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1423.degrees latitude (g = 980.6199 gals.).
 CJ1423
 CJ1423.The modeled gravity was interpolated from observed gravity values.
 CJ1423
 CJ1423;                    North         East     Units Scale Factor Converg.
 CJ1423;SPC SC       -   107,834.504   726,781.465   MT  0.99990802   +0 41 37.2
 CJ1423;SPC SC       -   353,787.74  2,384,453.63   iFT  0.99990802   +0 41 37.2
 CJ1423;UTM  17      - 3,629,728.770   617,152.107   MT  0.99976923   +0 40 40.3
 CJ1423
 CJ1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1423!SPC SC       -   1.00000496  x   0.99990802  =   0.99991298
 CJ1423!UTM  17      -   1.00000496  x   0.99976923  =   0.99977419
 CJ1423
 CJ1423|---------------------------------------------------------------------|
 CJ1423| PID    Reference Object                     Distance      Geod. Az  |
 CJ1423|                                                           dddmmss.s |
 CJ1423| CJ1422 3155                                336.032 METERS 25424     |
 CJ1423|---------------------------------------------------------------------|
 CJ1423
 CJ1423                          SUPERSEDED SURVEY CONTROL
 CJ1423
 CJ1423  NAD 83(1995)-  32 47 57.41813(N)    079 44 55.58896(W) AD(       ) 2
 CJ1423  ELLIP H (12/20/99)  -31.60   (m)                       GP(       ) 4 1
 CJ1423  NAD 83(1986)-  32 47 57.42963(N)    079 44 55.59082(W) AD(       ) 2
 CJ1423  NGVD 29 (05/09/91)    2.192  (m)            7.19   (f) ADJUSTED    3 0
 CJ1423
 CJ1423.Superseded values are not recommended for survey control.
 CJ1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1423.See file dsdata.txt to determine how the superseded data were derived.
 CJ1423
 CJ1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1715229729(NAD 83)
 CJ1423_MARKER: DD = SURVEY DISK
 CJ1423_SETTING: 0 = UNSPECIFIED SETTING
 CJ1423_STAMPING: 3157 1988
 CJ1423_MARK LOGO: SCCC  
 CJ1423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1423+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 CJ1423
 CJ1423  HISTORY     - Date     Condition        Report By
 CJ1423  HISTORY     - 1988     MONUMENTED       SCCC
 CJ1423  HISTORY     - 19900920 GOOD             NGS
 CJ1423
 CJ1423                          STATION DESCRIPTION
 CJ1423
 CJ1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1423'OWNERSHIP--SOUTH CAROLINA COASTAL COUNCIL, 4130 FABER PLACE,
 CJ1423'CHARLESTON, SC 29405, PHONE 803-744-5838.
 CJ1423'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1423'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1423'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1423'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1423'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.88 KM
 CJ1423'(0.55 MI) TO THE JUNCTION OF 50TH AVENUE ON THE RIGHT, TURN RIGHT,
 CJ1423'SOUTH, ON 50TH AVENUE TO ITS END AND THE STATION ON THE RIGHT.
 CJ1423'THE STATION IS A STANDARD SCCC PRE-FAB BREAK-AWAY PVC PIPE, WITH A
 CJ1423'BRONZE DISK ATTACHED AND ENCASED IN A 6-INCH PVC PIPE PROJECTING
 CJ1423'ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED ABOUT 11.4 M (37.4 FT)
 CJ1423'SOUTHEAST OF THE METAL POST OF A SIGN (ROAD ENDS), 4.2 M (13.8 FT)
 CJ1423'EAST OF THE EXTENDED CENTER OF 50TH AVENUE, 3.3 M (10.8 FT) NORTH OF
 CJ1423'THE NORTH SIDE OF A ROCK SEAWALL ALONG THE BEACH AND 0.65 M
 CJ1423'(2.13 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1424 ***********************************************************************
 CJ1424  DESIGNATION -  3159 B
 CJ1424  PID         -  CJ1424
 CJ1424  STATE/COUNTY-  SC/CHARLESTON
 CJ1424  USGS QUAD   -  CAPERS INLET (1992)
 CJ1424
 CJ1424                         *CURRENT SURVEY CONTROL
 CJ1424  ___________________________________________________________________
 CJ1424* NAD 83(2001)-  32 48 01.41206(N)    079 44 44.12918(W)     ADJUSTED  
 CJ1424* NAVD 88     -         1.782  (meters)       5.85   (feet)  ADJUSTED  
 CJ1424  ___________________________________________________________________
 CJ1424  X           -     955,335.464 (meters)                     COMP
 CJ1424  Y           -  -5,280,753.831 (meters)                     COMP
 CJ1424  Z           -   3,435,354.829 (meters)                     COMP
 CJ1424  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CJ1424  ELLIP HEIGHT-         -31.69  (meters)          (03/27/03) GPS OBS
 CJ1424  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 CJ1424  DYNAMIC HT  -           1.780 (meters)       5.84  (feet)  COMP
 CJ1424  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 CJ1424
 CJ1424  HORZ ORDER  -  SECOND
 CJ1424  VERT ORDER  -  THIRD
 CJ1424  ELLP ORDER  -  FOURTH    CLASS II
 CJ1424
 CJ1424.The horizontal coordinates were established by GPS observations
 CJ1424.and adjusted by the National Geodetic Survey in March 2003..
 CJ1424
 CJ1424.The orthometric height was determined by differential leveling
 CJ1424.and adjusted by the National Geodetic Survey in April 1995..
 CJ1424
 CJ1424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1424
 CJ1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1424
 CJ1424.The ellipsoidal height was determined by GPS observations
 CJ1424.and is referenced to NAD 83.
 CJ1424
 CJ1424.The geoid height was determined by GEOID03.
 CJ1424
 CJ1424.The dynamic height is computed by dividing the NAVD 88
 CJ1424.geopotential number by the normal gravity value computed on the
 CJ1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1424.degrees latitude (g = 980.6199 gals.).
 CJ1424
 CJ1424.The modeled gravity was interpolated from observed gravity values.
 CJ1424
 CJ1424;                    North         East     Units Scale Factor Converg.
 CJ1424;SPC SC       -   107,961.137   727,078.042   MT  0.99990773   +0 41 43.6
 CJ1424;SPC SC       -   354,203.21  2,385,426.65   iFT  0.99990773   +0 41 43.6
 CJ1424;UTM  17      - 3,629,855.304   617,448.678   MT  0.99977009   +0 40 46.6
 CJ1424
 CJ1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1424!SPC SC       -   1.00000498  x   0.99990773  =   0.99991271
 CJ1424!UTM  17      -   1.00000498  x   0.99977009  =   0.99977506
 CJ1424
 CJ1424|---------------------------------------------------------------------|
 CJ1424| PID    Reference Object                     Distance      Geod. Az  |
 CJ1424|                                                           dddmmss.s |
 CJ1424| CJ1423 3157                                322.511 METERS 24734     |
 CJ1424|---------------------------------------------------------------------|
 CJ1424
 CJ1424                          SUPERSEDED SURVEY CONTROL
 CJ1424
 CJ1424  NAD 83(1995)-  32 48 01.41219(N)    079 44 44.13067(W) AD(       ) 2
 CJ1424  ELLIP H (12/20/99)  -31.71   (m)                       GP(       ) 4 1
 CJ1424  NAD 83(1986)-  32 48 01.42368(N)    079 44 44.13254(W) AD(       ) 2
 CJ1424  NGVD 29 (05/09/91)    2.082  (m)            6.83   (f) ADJUSTED    3 0
 CJ1424
 CJ1424.Superseded values are not recommended for survey control.
 CJ1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1424.See file dsdata.txt to determine how the superseded data were derived.
 CJ1424
 CJ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1744929855(NAD 83)
 CJ1424_MARKER: DD = SURVEY DISK
 CJ1424_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1424_SP_SET: ALUMINUM ALLOY ROD
 CJ1424_STAMPING: 3159 B 1990
 CJ1424_MARK LOGO: SCCC  
 CJ1424_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1424+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1424_ROD/PIPE-DEPTH: 16.5 meters
 CJ1424
 CJ1424  HISTORY     - Date     Condition        Report By
 CJ1424  HISTORY     - 1990     MONUMENTED       NGS
 CJ1424
 CJ1424                          STATION DESCRIPTION
 CJ1424
 CJ1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1424'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 CJ1424'COLUMBIA, SC 29202, PHONE 803-737-1314.
 CJ1424'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1424'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1424'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1424'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1424'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 1.28 KM
 CJ1424'(0.80 MI) TO THE JUNCTION OF 53RD AVENUE ON THE RIGHT, TURN RIGHT,
 CJ1424'SOUTH, ON 53RD AVENUE TO ITS END AND THE STATION ON THE RIGHT.
 CJ1424'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1424'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1424'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1424'ABOVE THE GROUND.  LOCATED ABOUT 26.4 M (86.6 FT) NORTH OF THE SOUTH
 CJ1424'END OF 53RD AVENUE, 7.1 M (23.3 FT) WEST OF THE CENTER OF 53RD
 CJ1424'AVENUE, 0.55 M (1.80 FT) SOUTHEAST OF THE SOUTH CORNER POST OF AN
 CJ1424'ENTRANCE GATE OF A VACANT LOT AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS
 CJ1424'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1425 ***********************************************************************
 CJ1425  DESIGNATION -  3165 B
 CJ1425  PID         -  CJ1425
 CJ1425  STATE/COUNTY-  SC/CHARLESTON
 CJ1425  USGS QUAD   -  CAPERS INLET (1992)
 CJ1425
 CJ1425                         *CURRENT SURVEY CONTROL
 CJ1425  ___________________________________________________________________
 CJ1425* NAD 83(2001)-  32 48 05.99087(N)    079 44 21.58574(W)     ADJUSTED  
 CJ1425* NAVD 88     -         1.876  (meters)       6.15   (feet)  ADJUSTED  
 CJ1425  ___________________________________________________________________
 CJ1425  X           -     955,899.013 (meters)                     COMP
 CJ1425  Y           -  -5,280,574.264 (meters)                     COMP
 CJ1425  Z           -   3,435,473.436 (meters)                     COMP
 CJ1425  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CJ1425  ELLIP HEIGHT-         -31.61  (meters)          (03/27/03) GPS OBS
 CJ1425  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 CJ1425  DYNAMIC HT  -           1.874 (meters)       6.15  (feet)  COMP
 CJ1425  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 CJ1425
 CJ1425  HORZ ORDER  -  SECOND
 CJ1425  VERT ORDER  -  THIRD
 CJ1425  ELLP ORDER  -  FOURTH    CLASS II
 CJ1425
 CJ1425.The horizontal coordinates were established by GPS observations
 CJ1425.and adjusted by the National Geodetic Survey in March 2003..
 CJ1425
 CJ1425.The orthometric height was determined by differential leveling
 CJ1425.and adjusted by the National Geodetic Survey in April 1995..
 CJ1425
 CJ1425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1425
 CJ1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1425
 CJ1425.The ellipsoidal height was determined by GPS observations
 CJ1425.and is referenced to NAD 83.
 CJ1425
 CJ1425.The geoid height was determined by GEOID03.
 CJ1425
 CJ1425.The dynamic height is computed by dividing the NAVD 88
 CJ1425.geopotential number by the normal gravity value computed on the
 CJ1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1425.degrees latitude (g = 980.6199 gals.).
 CJ1425
 CJ1425.The modeled gravity was interpolated from observed gravity values.
 CJ1425
 CJ1425;                    North         East     Units Scale Factor Converg.
 CJ1425;SPC SC       -   108,109.304   727,662.749   MT  0.99990739   +0 41 56.1
 CJ1425;SPC SC       -   354,689.32  2,387,344.98   iFT  0.99990739   +0 41 56.1
 CJ1425;UTM  17      - 3,630,003.288   618,033.346   MT  0.99977179   +0 40 58.9
 CJ1425
 CJ1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1425!SPC SC       -   1.00000496  x   0.99990739  =   0.99991235
 CJ1425!UTM  17      -   1.00000496  x   0.99977179  =   0.99977675
 CJ1425
 CJ1425|---------------------------------------------------------------------|
 CJ1425| PID    Reference Object                     Distance      Geod. Az  |
 CJ1425|                                                           dddmmss.s |
 CJ1425| CJ0639 10 332                              234.058 METERS 28335     |
 CJ1425|---------------------------------------------------------------------|
 CJ1425
 CJ1425                          SUPERSEDED SURVEY CONTROL
 CJ1425
 CJ1425  NAD 83(1995)-  32 48 05.99100(N)    079 44 21.58724(W) AD(       ) 2
 CJ1425  ELLIP H (12/20/99)  -31.63   (m)                       GP(       ) 4 1
 CJ1425  NAD 83(1986)-  32 48 06.00248(N)    079 44 21.58911(W) AD(       ) 2
 CJ1425  NGVD 29 (05/09/91)    2.176  (m)            7.14   (f) ADJUSTED    3 0
 CJ1425
 CJ1425.Superseded values are not recommended for survey control.
 CJ1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1425.See file dsdata.txt to determine how the superseded data were derived.
 CJ1425
 CJ1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1803330003(NAD 83)
 CJ1425_MARKER: DD = SURVEY DISK
 CJ1425_SETTING: 0 = UNSPECIFIED SETTING
 CJ1425_STAMPING: 3165 B 1990
 CJ1425_MARK LOGO: SCCC  
 CJ1425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1425+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1425
 CJ1425  HISTORY     - Date     Condition        Report By
 CJ1425  HISTORY     - 1990     MONUMENTED       NGS
 CJ1425
 CJ1425                          STATION DESCRIPTION
 CJ1425
 CJ1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1425'AT THE WILD DUNES BEACH AND RACQUET CLUB..  OWNERSHIP--SOUTH CAROLINA
 CJ1425'COASTAL COUNCIL, 4130 FABER PLACE, CHARLESTON, SC PHONE 803-744-5838.
 CJ1425'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1425'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1425'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1425'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1425'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 1.75 KM
 CJ1425'(1.09 MI) TO THE END OF PALM BOULEVARD AND THE SECURITY GUARDHOUSE OF
 CJ1425'THE WILD DUNES BEACH AND RACQUET CLUB ON THE RIGHT, TURN RIGHT,
 CJ1425'SOUTH, ON A PAVED BEACH PATH FOR 0.16 KM (0.10 MI) TO THE STATION ON
 CJ1425'THE RIGHT,  A STANDARD BERNTSEN ALUMINUM PRE-FAB PIPE WITH A SCCC
 CJ1425'ALUMINUM DISK ATTACHED, AND ENCASED IN A 4-INCH PVC PIPE WITH A
 CJ1425'THREADED CAP PROJECTING ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED
 CJ1425'50.0 M (164.0 FT) NORTH OF THE TOP OF THE PRIMARY DUNE ALONG THE
 CJ1425'BEACH, 38.4 M (126.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A 3
 CJ1425'STORY TOWNHOUSE, 4.5 M (14.8 FT) WEST OF THE CENTER OF THE BEACH PATH
 CJ1425'AND 0.25 M (0.82 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1426 ***********************************************************************
 CJ1426  DESIGNATION -  3167 B
 CJ1426  PID         -  CJ1426
 CJ1426  STATE/COUNTY-  SC/CHARLESTON
 CJ1426  USGS QUAD   -  CAPERS INLET (1992)
 CJ1426
 CJ1426                         *CURRENT SURVEY CONTROL
 CJ1426  ___________________________________________________________________
 CJ1426* NAD 83(2001)-  32 48 10.74687(N)    079 44 04.24551(W)     ADJUSTED  
 CJ1426* NAVD 88     -         1.884  (meters)       6.18   (feet)  ADJUSTED  
 CJ1426  ___________________________________________________________________
 CJ1426  X           -     956,328.792 (meters)                     COMP
 CJ1426  Y           -  -5,280,415.792 (meters)                     COMP
 CJ1426  Z           -   3,435,596.591 (meters)                     COMP
 CJ1426  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 CJ1426  ELLIP HEIGHT-         -31.60  (meters)          (03/27/03) GPS OBS
 CJ1426  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 CJ1426  DYNAMIC HT  -           1.882 (meters)       6.17  (feet)  COMP
 CJ1426  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 CJ1426
 CJ1426  HORZ ORDER  -  SECOND
 CJ1426  VERT ORDER  -  THIRD
 CJ1426  ELLP ORDER  -  FOURTH    CLASS II
 CJ1426
 CJ1426.The horizontal coordinates were established by GPS observations
 CJ1426.and adjusted by the National Geodetic Survey in March 2003..
 CJ1426
 CJ1426.The orthometric height was determined by differential leveling
 CJ1426.and adjusted by the National Geodetic Survey in April 1995..
 CJ1426
 CJ1426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1426
 CJ1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1426
 CJ1426.The ellipsoidal height was determined by GPS observations
 CJ1426.and is referenced to NAD 83.
 CJ1426
 CJ1426.The geoid height was determined by GEOID03.
 CJ1426
 CJ1426.The dynamic height is computed by dividing the NAVD 88
 CJ1426.geopotential number by the normal gravity value computed on the
 CJ1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1426.degrees latitude (g = 980.6199 gals.).
 CJ1426
 CJ1426.The modeled gravity was interpolated from observed gravity values.
 CJ1426
 CJ1426;                    North         East     Units Scale Factor Converg.
 CJ1426;SPC SC       -   108,261.305   728,112.023   MT  0.99990705   +0 42 05.7
 CJ1426;SPC SC       -   355,188.01  2,388,818.97   iFT  0.99990705   +0 42 05.7
 CJ1426;UTM  17      - 3,630,155.144   618,482.602   MT  0.99977310   +0 41 08.4
 CJ1426
 CJ1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1426!SPC SC       -   1.00000496  x   0.99990705  =   0.99991201
 CJ1426!UTM  17      -   1.00000496  x   0.99977310  =   0.99977806
 CJ1426
 CJ1426:                Primary Azimuth Mark                     Grid Az
 CJ1426:SPC SC       -  3165 B                                   251 18 28.7
 CJ1426:UTM  17      -  3165 B                                   251 19 26.0
 CJ1426
 CJ1426|---------------------------------------------------------------------|
 CJ1426| PID    Reference Object                     Distance      Geod. Az  |
 CJ1426|                                                           dddmmss.s |
 CJ1426| CJ1425 3165 B                              474.335 METERS 2520034.4 |
 CJ1426|---------------------------------------------------------------------|
 CJ1426
 CJ1426                          SUPERSEDED SURVEY CONTROL
 CJ1426
 CJ1426  NAD 83(1995)-  32 48 10.74700(N)    079 44 04.24698(W) AD(       ) 2
 CJ1426  ELLIP H (12/20/99)  -31.62   (m)                       GP(       ) 4 1
 CJ1426  NAD 83(1986)-  32 48 10.75848(N)    079 44 04.24887(W) AD(       ) 2
 CJ1426  NGVD 29 (05/09/91)    2.185  (m)            7.17   (f) ADJUSTED    3 0
 CJ1426
 CJ1426.Superseded values are not recommended for survey control.
 CJ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1426.See file dsdata.txt to determine how the superseded data were derived.
 CJ1426
 CJ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1848330155(NAD 83)
 CJ1426_MARKER: DD = SURVEY DISK
 CJ1426_SETTING: 0 = UNSPECIFIED SETTING
 CJ1426_STAMPING: 3167 B 1990
 CJ1426_MARK LOGO: SCCC  
 CJ1426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1426+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1426
 CJ1426  HISTORY     - Date     Condition        Report By
 CJ1426  HISTORY     - 1990     MONUMENTED       NGS
 CJ1426
 CJ1426                          STATION DESCRIPTION
 CJ1426
 CJ1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1426'OWNERSHIP--WILD DUNES ASSOCIATION, P.O. BOX 1410, CHARLESTON, SC
 CJ1426'29402, CONTACT SUPERVISOR BILL MCKENZIE PHONE 803-886-6000.
 CJ1426'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1426'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1426'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1426'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1426'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.48 KM
 CJ1426'(0.30 MI) TO THE ENTRANCE OF THE WILD DUNES BEACH AND RACQUET CLUB ON
 CJ1426'THE LEFT, TURN LEFT, NORTH, INTO THE ENTRANCE ROAD FOR 0.08 KM
 CJ1426'(0.05 MI) TO THE SECURITY GUARDHOUSE AND CHECK IN.  CONTINUE AHEAD
 CJ1426'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF PALMETTO DRIVE, TURN RIGHT
 CJ1426'ON PALMETTO DRIVE FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF BEACHWOOD
 CJ1426'WEST ON THE RIGHT, TURN RIGHT ON BEACHWOOD WEST FOR 0.16 KM
 CJ1426'(0.10 MI) TO THE JUNCTION OF BEACHWOOD EAST ON THE RIGHT, TURN RIGHT,
 CJ1426'SOUTH, ON BEACHWOOD EAST FOR 0.16 KM (0.10 MI) TO A STOP SIGN, TURN
 CJ1426'RIGHT, EAST, ON BEACHWOOD EAST FOR 0.08 KM (0.05 MI) TO A CUL-DE-SAC
 CJ1426'AND THE STATION ON THE LEFT.
 CJ1426'THE STATION IS A STANDARD BERNTSEN ALUMINUM PRE-FAB PIPE WITH A SCCC
 CJ1426'ALUMINUM DISK ATTACHED, AND ENCASED IN A 4-INCH PVC PIPE WITH A
 CJ1426'THREADED CAP PROJECTING ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED IN
 CJ1426'THE EXTENDED CENTER OF BEACHWOOD EAST AND ON THE WEST SIDE OF THE
 CJ1426'SANDY MEDIUM OF THE CUL-DE-SAC, 14.1 M (46.3 FT) NORTH-NORTHWEST OF A
 CJ1426'WOODEN POST OF THE MAILBOX (NUMBER 9 HENDERSON), 11.75 M (38.55 FT)
 CJ1426'EAST OF A 12-INCH PALMETTO TREE, 0.65 M (2.13 FT) WEST OF A METAL
 CJ1426'MANHOLE COVER IN THE CENTER OF BEACHWOOD EAST AND 0.25 M (0.82 FT)
 CJ1426'EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1427 ***********************************************************************
 CJ1427  DESIGNATION -  3170 B
 CJ1427  PID         -  CJ1427
 CJ1427  STATE/COUNTY-  SC/CHARLESTON
 CJ1427  USGS QUAD   -  CAPERS INLET (1992)
 CJ1427
 CJ1427                         *CURRENT SURVEY CONTROL
 CJ1427  ___________________________________________________________________
 CJ1427* NAD 83(2001)-  32 48 14.38629(N)    079 43 54.99747(W)     ADJUSTED  
 CJ1427* NAVD 88     -         2.023  (meters)       6.64   (feet)  ADJUSTED  
 CJ1427  ___________________________________________________________________
 CJ1427  X           -     956,554.735 (meters)                     COMP
 CJ1427  Y           -  -5,280,313.250 (meters)                     COMP
 CJ1427  Z           -   3,435,690.898 (meters)                     COMP
 CJ1427  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CJ1427  ELLIP HEIGHT-         -31.47  (meters)          (03/27/03) GPS OBS
 CJ1427  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 CJ1427  DYNAMIC HT  -           2.021 (meters)       6.63  (feet)  COMP
 CJ1427  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 CJ1427
 CJ1427  HORZ ORDER  -  SECOND
 CJ1427  VERT ORDER  -  THIRD
 CJ1427  ELLP ORDER  -  FOURTH    CLASS II
 CJ1427
 CJ1427.The horizontal coordinates were established by GPS observations
 CJ1427.and adjusted by the National Geodetic Survey in March 2003..
 CJ1427
 CJ1427.The orthometric height was determined by differential leveling
 CJ1427.and adjusted by the National Geodetic Survey in April 1995..
 CJ1427
 CJ1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1427
 CJ1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1427
 CJ1427.The ellipsoidal height was determined by GPS observations
 CJ1427.and is referenced to NAD 83.
 CJ1427
 CJ1427.The geoid height was determined by GEOID03.
 CJ1427
 CJ1427.The dynamic height is computed by dividing the NAVD 88
 CJ1427.geopotential number by the normal gravity value computed on the
 CJ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1427.degrees latitude (g = 980.6199 gals.).
 CJ1427
 CJ1427.The modeled gravity was interpolated from observed gravity values.
 CJ1427
 CJ1427;                    North         East     Units Scale Factor Converg.
 CJ1427;SPC SC       -   108,376.350   728,351.211   MT  0.99990678   +0 42 10.8
 CJ1427;SPC SC       -   355,565.45  2,389,603.71   iFT  0.99990678   +0 42 10.8
 CJ1427;UTM  17      - 3,630,270.107   618,721.790   MT  0.99977380   +0 41 13.5
 CJ1427
 CJ1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1427!SPC SC       -   1.00000494  x   0.99990678  =   0.99991172
 CJ1427!UTM  17      -   1.00000494  x   0.99977380  =   0.99977874
 CJ1427
 CJ1427|---------------------------------------------------------------------|
 CJ1427| PID    Reference Object                     Distance      Geod. Az  |
 CJ1427|                                                           dddmmss.s |
 CJ1427| CJ1426 3167 B                              265.442 METERS 24501     |
 CJ1427|---------------------------------------------------------------------|
 CJ1427
 CJ1427                          SUPERSEDED SURVEY CONTROL
 CJ1427
 CJ1427  NAD 83(1995)-  32 48 14.38642(N)    079 43 54.99894(W) AD(       ) 2
 CJ1427  ELLIP H (12/20/99)  -31.49   (m)                       GP(       ) 4 1
 CJ1427  NAD 83(1986)-  32 48 14.39790(N)    079 43 55.00083(W) AD(       ) 2
 CJ1427  NGVD 29 (05/09/91)    2.324  (m)            7.62   (f) ADJUSTED    3 0
 CJ1427
 CJ1427.Superseded values are not recommended for survey control.
 CJ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1427.See file dsdata.txt to determine how the superseded data were derived.
 CJ1427
 CJ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1872230270(NAD 83)
 CJ1427_MARKER: DD = SURVEY DISK
 CJ1427_SETTING: 0 = UNSPECIFIED SETTING
 CJ1427_STAMPING: 3170 B 1990
 CJ1427_MARK LOGO: SCCC  
 CJ1427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1427+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1427
 CJ1427  HISTORY     - Date     Condition        Report By
 CJ1427  HISTORY     - 1990     MONUMENTED       NGS
 CJ1427
 CJ1427                          STATION DESCRIPTION
 CJ1427
 CJ1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1427'OWNERSHIP--WILD DUNES ASSOCIATION, P.O. BOX 1410, CHARLESTON, SC
 CJ1427'29402, CONTACT SUPERVISOR BILL MCKENZIE PHONE 803-886-6000.
 CJ1427'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1427'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1427'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1427'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1427'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.48 KM
 CJ1427'(0.30 MI) TO THE ENTRANCE OF THE WILD DUNES BEACH AND RACQUET CLUB ON
 CJ1427'THE LEFT, TURN LEFT, NORTH, INTO THE ENTRANCE ROAD FOR 0.08 KM
 CJ1427'(0.05 MI) TO THE SECURITY GUARDHOUSE AND CHECK IN.  CONTINUE AHEAD
 CJ1427'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF PALMETTO DRIVE, TURN RIGHT
 CJ1427'ON PALMETTO DRIVE FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF BEACHWOOD
 CJ1427'WEST ON THE RIGHT, TURN RIGHT ON BEACHWOOD WEST FOR 0.16 KM
 CJ1427'(0.10 MI) TO THE JUNCTION OF BEACHWOOD EAST ON THE RIGHT, TURN RIGHT,
 CJ1427'SOUTH, ON BEACHWOOD EAST FOR 0.16 KM (0.10 MI) TO A STOP SIGN, TURN
 CJ1427'LEFT, WEST, ON BEACHWOOD EAST FOR 0.24 KM (0.15 MI) TO A CUL-DE-SAC
 CJ1427'ON THE LEFT AND THE STATION STRAIGHT AHEAD ON THE SOUTH SIDE OF THE
 CJ1427'SIDEWALK OF HOUSE NUMBER 21.
 CJ1427'THE STATION IS A STANDARD BERNTSEN ALUMINUM PRE-FAB PIPE WITH A SCCC
 CJ1427'ALUMINUM DISK ATTACHED, AND ENCASED IN A 4-INCH PVC PIPE WITH A
 CJ1427'THREADED CAP PROJECTING ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED
 CJ1427'15.8 M (51.8 FT) SOUTH OF THE WOODEN POST OF A MAILBOX (NUMBER 21
 CJ1427'HARVEY), 7.85 M (25.75 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 CJ1427'NUMBER 21, 6.4 M (21.0 FT) SOUTHEAST OF A METAL MANHOLE COVER ON THE
 CJ1427'NORTHWEST SIDE OF THE END OF BEACHWOOD EAST, 1.5 M (4.9 FT) SOUTH OF
 CJ1427'THE SOUTH EDGE OF THE ENTRANCE SIDEWALK OF HOUSE NUMBER 21 AND 0.91 M
 CJ1427'(2.99 FT) SOUTH OF THE EXTENDED CENTER OF BEACHWOOD EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1428 ***********************************************************************
 CJ1428  DESIGNATION -  3173 B
 CJ1428  PID         -  CJ1428
 CJ1428  STATE/COUNTY-  SC/CHARLESTON
 CJ1428  USGS QUAD   -  CAPERS INLET (1992)
 CJ1428
 CJ1428                         *CURRENT SURVEY CONTROL
 CJ1428  ___________________________________________________________________
 CJ1428* NAD 83(2001)-  32 48 20.99974(N)    079 43 40.37290(W)     ADJUSTED  
 CJ1428* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 CJ1428  ___________________________________________________________________
 CJ1428  X           -     956,909.358 (meters)                     COMP
 CJ1428  Y           -  -5,280,136.385 (meters)                     COMP
 CJ1428  Z           -   3,435,861.862 (meters)                     COMP
 CJ1428  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CJ1428  ELLIP HEIGHT-         -31.98  (meters)          (03/27/03) GPS OBS
 CJ1428  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 CJ1428  DYNAMIC HT  -           1.517 (meters)       4.98  (feet)  COMP
 CJ1428  MODELED GRAV-     979,545.1   (mgal)                       NAVD 88
 CJ1428
 CJ1428  HORZ ORDER  -  SECOND
 CJ1428  VERT ORDER  -  THIRD
 CJ1428  ELLP ORDER  -  FOURTH    CLASS II
 CJ1428
 CJ1428.The horizontal coordinates were established by GPS observations
 CJ1428.and adjusted by the National Geodetic Survey in March 2003..
 CJ1428
 CJ1428.The orthometric height was determined by differential leveling
 CJ1428.and adjusted by the National Geodetic Survey in April 1995..
 CJ1428
 CJ1428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1428
 CJ1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1428
 CJ1428.The ellipsoidal height was determined by GPS observations
 CJ1428.and is referenced to NAD 83.
 CJ1428
 CJ1428.The geoid height was determined by GEOID03.
 CJ1428
 CJ1428.The dynamic height is computed by dividing the NAVD 88
 CJ1428.geopotential number by the normal gravity value computed on the
 CJ1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1428.degrees latitude (g = 980.6199 gals.).
 CJ1428
 CJ1428.The modeled gravity was interpolated from observed gravity values.
 CJ1428
 CJ1428;                    North         East     Units Scale Factor Converg.
 CJ1428;SPC SC       -   108,584.724   728,729.119   MT  0.99990631   +0 42 18.9
 CJ1428;SPC SC       -   356,249.09  2,390,843.57   iFT  0.99990631   +0 42 18.9
 CJ1428;UTM  17      - 3,630,478.348   619,099.706   MT  0.99977490   +0 41 21.5
 CJ1428
 CJ1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1428!SPC SC       -   1.00000502  x   0.99990631  =   0.99991133
 CJ1428!UTM  17      -   1.00000502  x   0.99977490  =   0.99977992
 CJ1428
 CJ1428:                Primary Azimuth Mark                     Grid Az
 CJ1428:SPC SC       -  3170 B                                   241 07 41.5
 CJ1428:UTM  17      -  3170 B                                   241 08 38.9
 CJ1428
 CJ1428|---------------------------------------------------------------------|
 CJ1428| PID    Reference Object                     Distance      Geod. Az  |
 CJ1428|                                                           dddmmss.s |
 CJ1428| CJ1427 3170 B                              431.589 METERS 2415000.4 |
 CJ1428|---------------------------------------------------------------------|
 CJ1428
 CJ1428                          SUPERSEDED SURVEY CONTROL
 CJ1428
 CJ1428  NAD 83(1995)-  32 48 20.99986(N)    079 43 40.37430(W) AD(       ) 2
 CJ1428  ELLIP H (12/20/99)  -32.00   (m)                       GP(       ) 4 1
 CJ1428  NAD 83(1986)-  32 48 21.01133(N)    079 43 40.37625(W) AD(       ) 2
 CJ1428  NGVD 29 (05/09/91)    1.818  (m)            5.96   (f) ADJUSTED    3 0
 CJ1428
 CJ1428.Superseded values are not recommended for survey control.
 CJ1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1428.See file dsdata.txt to determine how the superseded data were derived.
 CJ1428
 CJ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1910030478(NAD 83)
 CJ1428_MARKER: DD = SURVEY DISK
 CJ1428_SETTING: 0 = UNSPECIFIED SETTING
 CJ1428_STAMPING: 3173 B 1990
 CJ1428_MARK LOGO: SCCC  
 CJ1428_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1428+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1428
 CJ1428  HISTORY     - Date     Condition        Report By
 CJ1428  HISTORY     - 1990     MONUMENTED       NGS
 CJ1428
 CJ1428                          STATION DESCRIPTION
 CJ1428
 CJ1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1428'OWNERSHIP--WILD DUNES ASSOCIATION, P.O. BOX 1410, CHARLESTON, SC
 CJ1428'29402, CONTACT SUPERVISOR  BILL MCKENZIE PHON3 803-886-6000.
 CJ1428'803-886-6000.
 CJ1428'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1428'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1428'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1428'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1428'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.48 KM
 CJ1428'(0.30 MI) TO THE ENTRANCE OF THE WILD DUNES BEACH AND RACQUET CLUB ON
 CJ1428'THE LEFT, TURN LEFT, NORTH, INTO THE ENTRANCE ROAD FOR 0.08 KM
 CJ1428'(0.05 MI) TO THE SECURITY GUARDHOUSE AND CHECK IN.  CONTINUE AHEAD
 CJ1428'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF PALMETTO DRIVE, TURN RIGHT
 CJ1428'ON PALMETTO DRIVE FOR 2.65 KM (1.65 MI) TO THE ENTRANCE OF THE BEACH
 CJ1428'HOUSE OF BEACH CLUB VILLAS, TURN RIGHT, SOUTHEAST, INTO THE ENTRANCE
 CJ1428'AND CONTINUE ON THE ENTRANCE ROAD TO THE REAR OF THE BUILDING AND THE
 CJ1428'STATION ON THE LEFT.
 CJ1428'THE STATION IS A STANDARD BERNTSEN ALUMINUM PRE-FAB PIPE WITH A SCCC
 CJ1428'ALUMINUM DISK ATTACHED, AND ENCASED IN A 4-INCH PVC PIPE WITH A
 CJ1428'THREADED CAP PROJECTING ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED
 CJ1428'33.4 M (109.6 FT) SOUTHWEST OF THE WEST CORNER OF THE GARAGE OF ROW
 CJ1428'HOUSE NUMBER 72, 29.9 M (98.1 FT) NORTHWEST OF THE NORTHWEST SIDE OF
 CJ1428'A ROCK SEAWALL ALONG THE BEACH, 19.7 M (64.6 FT) EAST-SOUTHEAST OF
 CJ1428'THE EAST WOODEN HAND RAIL OF THE REAR ENTRANCE STEPS OF THE BEACH
 CJ1428'HOUSE AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1429 ***********************************************************************
 CJ1429  DESIGNATION -  3175 B
 CJ1429  PID         -  CJ1429
 CJ1429  STATE/COUNTY-  SC/CHARLESTON
 CJ1429  USGS QUAD   -  CAPERS INLET (1992)
 CJ1429
 CJ1429                         *CURRENT SURVEY CONTROL
 CJ1429  ___________________________________________________________________
 CJ1429* NAD 83(2001)-  32 48 26.70689(N)    079 43 32.32015(W)     ADJUSTED  
 CJ1429* NAVD 88     -         3.067  (meters)      10.06   (feet)  ADJUSTED  
 CJ1429  ___________________________________________________________________
 CJ1429  X           -     957,098.740 (meters)                     COMP
 CJ1429  Y           -  -5,280,006.575 (meters)                     COMP
 CJ1429  Z           -   3,436,010.473 (meters)                     COMP
 CJ1429  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CJ1429  ELLIP HEIGHT-         -30.43  (meters)          (03/27/03) GPS OBS
 CJ1429  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 CJ1429  DYNAMIC HT  -           3.063 (meters)      10.05  (feet)  COMP
 CJ1429  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CJ1429
 CJ1429  HORZ ORDER  -  SECOND
 CJ1429  VERT ORDER  -  THIRD
 CJ1429  ELLP ORDER  -  FOURTH    CLASS II
 CJ1429
 CJ1429.The horizontal coordinates were established by GPS observations
 CJ1429.and adjusted by the National Geodetic Survey in March 2003..
 CJ1429
 CJ1429.The orthometric height was determined by differential leveling
 CJ1429.and adjusted by the National Geodetic Survey in April 1995..
 CJ1429
 CJ1429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1429
 CJ1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1429
 CJ1429.The ellipsoidal height was determined by GPS observations
 CJ1429.and is referenced to NAD 83.
 CJ1429
 CJ1429.The geoid height was determined by GEOID03.
 CJ1429
 CJ1429.The dynamic height is computed by dividing the NAVD 88
 CJ1429.geopotential number by the normal gravity value computed on the
 CJ1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1429.degrees latitude (g = 980.6199 gals.).
 CJ1429
 CJ1429.The modeled gravity was interpolated from observed gravity values.
 CJ1429
 CJ1429;                    North         East     Units Scale Factor Converg.
 CJ1429;SPC SC       -   108,763.088   728,936.416   MT  0.99990589   +0 42 23.4
 CJ1429;SPC SC       -   356,834.28  2,391,523.67   iFT  0.99990589   +0 42 23.4
 CJ1429;UTM  17      - 3,630,656.631   619,307.025   MT  0.99977551   +0 41 26.0
 CJ1429
 CJ1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1429!SPC SC       -   1.00000478  x   0.99990589  =   0.99991067
 CJ1429!UTM  17      -   1.00000478  x   0.99977551  =   0.99978029
 CJ1429
 CJ1429|---------------------------------------------------------------------|
 CJ1429| PID    Reference Object                     Distance      Geod. Az  |
 CJ1429|                                                           dddmmss.s |
 CJ1429| CJ1428 3173 B                              273.496 METERS 23000     |
 CJ1429|---------------------------------------------------------------------|
 CJ1429
 CJ1429                          SUPERSEDED SURVEY CONTROL
 CJ1429
 CJ1429  NAD 83(1995)-  32 48 26.70702(N)    079 43 32.32155(W) AD(       ) 2
 CJ1429  ELLIP H (12/20/99)  -30.45   (m)                       GP(       ) 4 1
 CJ1429  NAD 83(1986)-  32 48 26.71848(N)    079 43 32.32349(W) AD(       ) 2
 CJ1429  NGVD 29 (05/09/91)    3.366  (m)           11.04   (f) ADJUSTED    3 0
 CJ1429
 CJ1429.Superseded values are not recommended for survey control.
 CJ1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1429.See file dsdata.txt to determine how the superseded data were derived.
 CJ1429
 CJ1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1930730657(NAD 83)
 CJ1429_MARKER: DD = SURVEY DISK
 CJ1429_SETTING: 0 = UNSPECIFIED SETTING
 CJ1429_STAMPING: 3175 B 1990
 CJ1429_MARK LOGO: SCCC  
 CJ1429_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1429+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1429
 CJ1429  HISTORY     - Date     Condition        Report By
 CJ1429  HISTORY     - 1990     MONUMENTED       NGS
 CJ1429
 CJ1429                          STATION DESCRIPTION
 CJ1429
 CJ1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1429'OWNERSHIP--WILD DUNES ASSOCIATION, P.O. BOX 1410, CHARLESTON, SC
 CJ1429'29402, CONTACT SUPERVISOR BILL MCKENZIE PHONE 803-886-6000.
 CJ1429'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1429'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1429'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1429'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1429'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.48 KM
 CJ1429'(0.30 MI) TO THE ENTRANCE OF THE WILD DUNES BEACH AND RACQUET CLUB ON
 CJ1429'THE LEFT, TURN LEFT, NORTH, INTO THE ENTRANCE ROAD FOR 0.08 KM
 CJ1429'(0.05 MI) TO THE SECURITY GUARDHOUSE AND CHECK IN.  CONTINUE AHEAD
 CJ1429'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF PALMETTO DRIVE, TURN RIGHT
 CJ1429'ON PALMETTO DRIVE FOR 2.9 KM (1.8 MI) TO THE ENTRANCE OF MARINERS
 CJ1429'WALK, TURN RIGHT, SOUTHEAST, INTO THE ENTRANCE OF MARINERS WALK, TURN
 CJ1429'RIGHT, WEST, THEN LEFT, SOUTHEASTERLY, FOR 0.24 KM (0.15 MI) TO THE
 CJ1429'REAR OF THE DRIVE TO BUILDING 11A AND THE STATION EAST OF THE
 CJ1429'BUILDING AND ON THE SOUTHEAST SIDE OF THE SWIMMING POOL OF THE
 CJ1429'COMPLEX,  A STANDARD BERNTSEN ALUMINUM PRE-FAB PIPE WITH A SCCC
 CJ1429'ALUMINUM DISK ATTACHED, AND ENCASED IN A 4-INCH PVC PIPE WITH A
 CJ1429'THREADED CAP PROJECTING ABOUT 6-INCHES ABOVE THE GROUND.  LOCATED
 CJ1429'21.7 M (71.2 FT) SOUTHEAST OF THE EAST CORNER OF THE POOL PATIO, 19.4
 CJ1429'M (63.6 FT) EAST-NORTHEAST OF THE NORTH CORNER OF THE CONCRETE PAD OF
 CJ1429'THE ENTRANCE STEPS OF BUILDING 11A, 11.0 M (36.1 FT) NORTHWEST OF THE
 CJ1429'NORTHWEST SIDE OF A ROCK SEAWALL ALONG THE BEACH AND 0.25 M
 CJ1429'(0.82 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1430 ***********************************************************************
 CJ1430  DESIGNATION -  3178 B
 CJ1430  PID         -  CJ1430
 CJ1430  STATE/COUNTY-  SC/CHARLESTON
 CJ1430  USGS QUAD   -  CAPERS INLET (1992)
 CJ1430
 CJ1430                         *CURRENT SURVEY CONTROL
 CJ1430  ___________________________________________________________________
 CJ1430* NAD 83(2001)-  32 48 34.52852(N)    079 43 24.79953(W)     ADJUSTED  
 CJ1430* NAVD 88     -         2.826  (meters)       9.27   (feet)  ADJUSTED  
 CJ1430  ___________________________________________________________________
 CJ1430  X           -     957,267.924 (meters)                     COMP
 CJ1430  Y           -  -5,279,842.999 (meters)                     COMP
 CJ1430  Z           -   3,436,212.848 (meters)                     COMP
 CJ1430  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CJ1430  ELLIP HEIGHT-         -30.69  (meters)          (03/27/03) GPS OBS
 CJ1430  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 CJ1430  DYNAMIC HT  -           2.823 (meters)       9.26  (feet)  COMP
 CJ1430  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 CJ1430
 CJ1430  HORZ ORDER  -  SECOND
 CJ1430  VERT ORDER  -  THIRD
 CJ1430  ELLP ORDER  -  FOURTH    CLASS II
 CJ1430
 CJ1430.The horizontal coordinates were established by GPS observations
 CJ1430.and adjusted by the National Geodetic Survey in March 2003..
 CJ1430
 CJ1430.The orthometric height was determined by differential leveling
 CJ1430.and adjusted by the National Geodetic Survey in April 1995..
 CJ1430
 CJ1430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1430
 CJ1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1430
 CJ1430.The ellipsoidal height was determined by GPS observations
 CJ1430.and is referenced to NAD 83.
 CJ1430
 CJ1430.The geoid height was determined by GEOID03.
 CJ1430
 CJ1430.The dynamic height is computed by dividing the NAVD 88
 CJ1430.geopotential number by the normal gravity value computed on the
 CJ1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1430.degrees latitude (g = 980.6199 gals.).
 CJ1430
 CJ1430.The modeled gravity was interpolated from observed gravity values.
 CJ1430
 CJ1430;                    North         East     Units Scale Factor Converg.
 CJ1430;SPC SC       -   109,006.413   729,129.059   MT  0.99990533   +0 42 27.6
 CJ1430;SPC SC       -   357,632.59  2,392,155.71   iFT  0.99990533   +0 42 27.6
 CJ1430;UTM  17      - 3,630,899.871   619,499.711   MT  0.99977608   +0 41 30.2
 CJ1430
 CJ1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1430!SPC SC       -   1.00000482  x   0.99990533  =   0.99991015
 CJ1430!UTM  17      -   1.00000482  x   0.99977608  =   0.99978090
 CJ1430
 CJ1430|---------------------------------------------------------------------|
 CJ1430| PID    Reference Object                     Distance      Geod. Az  |
 CJ1430|                                                           dddmmss.s |
 CJ1430| CJ1429 3175 B                              310.382 METERS 21905     |
 CJ1430|---------------------------------------------------------------------|
 CJ1430
 CJ1430                          SUPERSEDED SURVEY CONTROL
 CJ1430
 CJ1430  NAD 83(1995)-  32 48 34.52864(N)    079 43 24.80097(W) AD(       ) 2
 CJ1430  ELLIP H (12/20/99)  -30.71   (m)                       GP(       ) 4 1
 CJ1430  NAD 83(1986)-  32 48 34.54011(N)    079 43 24.80288(W) AD(       ) 2
 CJ1430  NGVD 29 (05/09/91)    3.126  (m)           10.26   (f) ADJUSTED    3 0
 CJ1430
 CJ1430.Superseded values are not recommended for survey control.
 CJ1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1430.See file dsdata.txt to determine how the superseded data were derived.
 CJ1430
 CJ1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1950030900(NAD 83)
 CJ1430_MARKER: DD = SURVEY DISK
 CJ1430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1430_SP_SET: ALUMINUM ALLOY ROD
 CJ1430_STAMPING: 3178 B 1990
 CJ1430_MARK LOGO: SCCC  
 CJ1430_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1430+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1430_ROD/PIPE-DEPTH: 17.3 meters
 CJ1430
 CJ1430  HISTORY     - Date     Condition        Report By
 CJ1430  HISTORY     - 1990     MONUMENTED       NGS
 CJ1430
 CJ1430                          STATION DESCRIPTION
 CJ1430
 CJ1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1430'OWNERSHIP--WILD DUNES ASSOCIATION, P.O. BOX 1410, CHARLESTON, SC
 CJ1430'29402, CONTACT SUPERVISOR BILL MCKENZIE PHONE 803-886-6000.
 CJ1430'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1430'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1430'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1430'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1430'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.48 KM
 CJ1430'(0.30 MI) TO THE ENTRANCE OF THE WILD DUNES BEACH AND RACQUET CLUB ON
 CJ1430'THE LEFT, TURN LEFT, NORTH, ONTO THE ENTRANCE ROAD FOR 0.08 KM
 CJ1430'(0.05 MI) TO THE SECURITY GUARDHOUSE AND CHECK IN.  CONTINUE AHEAD
 CJ1430'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF PALMETTO DRIVE, TURN RIGHT
 CJ1430'ON PALMETTO DRIVE FOR 3.05 KM (1.90 MI) TO THE ENTRANCE OF THE SUMMER
 CJ1430'HOUSE (TWO LARGE CONDOMINIUMS UNDER RECONSTRUCTION FROM HURRICANE
 CJ1430'HUGO), TURN RIGHT, SOUTHEAST, INTO THE ENTRANCE DRIVE OF THE
 CJ1430'CONDOMINIUMS TO A SIDEWALK LEADING EAST TO THE POOL, TURN LEFT, EAST,
 CJ1430'ONTO THE SIDEWALK, THEN TURN RIGHT, SOUTHEAST, ALONG THE SOUTHWEST
 CJ1430'SIDE OF THE POOL TO THE EDGE OF THE SOUTHEAST EDGE OF THE CONDOMINIUM
 CJ1430'PROPERTY AND THE STATION ON THE LEFT.
 CJ1430'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1430'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1430'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1430'ABOVE THE GROUND.  LOCATED 81.0 M (265.7 FT) NORTHWEST OF THE TOP OF
 CJ1430'THE PRIMARY DUNE ALONG THE BEACH, 42.46 M (139.30 FT) SOUTH OF THE
 CJ1430'SOUTH CORNER OF THE PUMP HOUSE OF THE SWIMMING POOL, 19.8 M
 CJ1430'(65.0 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE BOTTOM STEP
 CJ1430'OF THE WESTERLY ONE OF THE TWO CONDOMINIUMS AND 0.25 M (0.82 FT)
 CJ1430'NORTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1431 ***********************************************************************
 CJ1431  DESIGNATION -  3180 B
 CJ1431  PID         -  CJ1431
 CJ1431  STATE/COUNTY-  SC/CHARLESTON
 CJ1431  USGS QUAD   -  CAPERS INLET (1992)
 CJ1431
 CJ1431                         *CURRENT SURVEY CONTROL
 CJ1431  ___________________________________________________________________
 CJ1431* NAD 83(2001)-  32 48 39.85303(N)    079 43 18.80037(W)     ADJUSTED  
 CJ1431* NAVD 88     -         2.951  (meters)       9.68   (feet)  ADJUSTED  
 CJ1431  ___________________________________________________________________
 CJ1431  X           -     957,405.649 (meters)                     COMP
 CJ1431  Y           -  -5,279,727.818 (meters)                     COMP
 CJ1431  Z           -   3,436,350.782 (meters)                     COMP
 CJ1431  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CJ1431  ELLIP HEIGHT-         -30.55  (meters)          (03/27/03) GPS OBS
 CJ1431  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 CJ1431  DYNAMIC HT  -           2.948 (meters)       9.67  (feet)  COMP
 CJ1431  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 CJ1431
 CJ1431  HORZ ORDER  -  SECOND
 CJ1431  VERT ORDER  -  THIRD
 CJ1431  ELLP ORDER  -  FOURTH    CLASS II
 CJ1431
 CJ1431.The horizontal coordinates were established by GPS observations
 CJ1431.and adjusted by the National Geodetic Survey in March 2003..
 CJ1431
 CJ1431.The orthometric height was determined by differential leveling
 CJ1431.and adjusted by the National Geodetic Survey in April 1995..
 CJ1431
 CJ1431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1431
 CJ1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1431
 CJ1431.The ellipsoidal height was determined by GPS observations
 CJ1431.and is referenced to NAD 83.
 CJ1431
 CJ1431.The geoid height was determined by GEOID03.
 CJ1431
 CJ1431.The dynamic height is computed by dividing the NAVD 88
 CJ1431.geopotential number by the normal gravity value computed on the
 CJ1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1431.degrees latitude (g = 980.6199 gals.).
 CJ1431
 CJ1431.The modeled gravity was interpolated from observed gravity values.
 CJ1431
 CJ1431;                    North         East     Units Scale Factor Converg.
 CJ1431;SPC SC       -   109,172.340   729,283.071   MT  0.99990495   +0 42 30.9
 CJ1431;SPC SC       -   358,176.97  2,392,660.99   iFT  0.99990495   +0 42 30.9
 CJ1431;UTM  17      - 3,631,065.734   619,653.750   MT  0.99977653   +0 41 33.6
 CJ1431
 CJ1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1431!SPC SC       -   1.00000480  x   0.99990495  =   0.99990975
 CJ1431!UTM  17      -   1.00000480  x   0.99977653  =   0.99978133
 CJ1431
 CJ1431|---------------------------------------------------------------------|
 CJ1431| PID    Reference Object                     Distance      Geod. Az  |
 CJ1431|                                                           dddmmss.s |
 CJ1431| CJ1430 3178 B                              226.409 METERS 22335     |
 CJ1431|---------------------------------------------------------------------|
 CJ1431
 CJ1431                          SUPERSEDED SURVEY CONTROL
 CJ1431
 CJ1431  NAD 83(1995)-  32 48 39.85314(N)    079 43 18.80181(W) AD(       ) 2
 CJ1431  ELLIP H (12/20/99)  -30.57   (m)                       GP(       ) 4 1
 CJ1431  NAD 83(1986)-  32 48 39.86463(N)    079 43 18.80372(W) AD(       ) 2
 CJ1431  NGVD 29 (05/09/91)    3.250  (m)           10.66   (f) ADJUSTED    3 0
 CJ1431
 CJ1431.Superseded values are not recommended for survey control.
 CJ1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1431.See file dsdata.txt to determine how the superseded data were derived.
 CJ1431
 CJ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1965431066(NAD 83)
 CJ1431_MARKER: DD = SURVEY DISK
 CJ1431_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1431_SP_SET: ALUMINUM ALLOY ROD
 CJ1431_STAMPING: 3180 B 1990
 CJ1431_MARK LOGO: SCCC  
 CJ1431_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1431_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1431+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1431_ROD/PIPE-DEPTH: 12.8 meters
 CJ1431
 CJ1431  HISTORY     - Date     Condition        Report By
 CJ1431  HISTORY     - 1990     MONUMENTED       NGS
 CJ1431
 CJ1431                          STATION DESCRIPTION
 CJ1431
 CJ1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1431'OWNERSHIP--WILD DUNES ASSOCIATION, P.O. BOX 1410, CHARLESTON, SC
 CJ1431'29402, CONTACT SUPERVISOR BILL MCKENZIE PHONE 803-886-6000.
 CJ1431'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1431'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1431'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1431'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1431'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.48 KM
 CJ1431'(0.30 MI) TO THE ENTRANCE OF THE WILD DUNES BEACH AND RACQUET CLUB ON
 CJ1431'THE LEFT, TURN LEFT, NORTH, INTO THE ENTRANCE ROAD FOR 0.08 KM
 CJ1431'(0.05 MI) TO THE SECURITY GUARDHOUSE AND CHECK IN.  CONTINUE AHEAD
 CJ1431'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF PALMETTO DRIVE, TURN RIGHT
 CJ1431'ON PALMETTO DRIVE FOR 3.2 KM (2.0 MI) TO THE ENTRANCE OF PORT OF
 CJ1431'CALL, TURN RIGHT, SOUTHEAST, INTO THE ENTRANCE AND BEAR RIGHT TO AN
 CJ1431'OPENING BETWEEN THE CONDOMINIUMS.  TURN LEFT, EASTERLY, BETWEEN THE
 CJ1431'CONDOMINIUMS, THEN RIGHT, SOUTHEASTERLY, ALONG THE SOUTHWEST SIDE OF
 CJ1431'THE SWIMMING POOL TO THE END OF THE PROPERTY AND THE STATION ON THE
 CJ1431'LEFT.  NOTE--PORT OF CALL IS UNDER CONSTRUCTION FROM HURRICANE HUGO
 CJ1431'AT THIS TIME BY MC CORY CONSTRUCTION COMPANY.  CONTACT TONY BLACK ONE
 CJ1431'DAY IN ADVANCE OF SURVEY AT 803-886-9852.
 CJ1431'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1431'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1431'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1431'ABOVE THE GROUND.  LOCATED 57.0 M (187.0 FT) NORTHWEST OF THE TOP OF
 CJ1431'THE PRIMARY DUNE ALONG THE BEACH, 29.7 M (97.4 FT) WEST-NORTHWEST OF
 CJ1431'PRIVATE BENCH MARK WD 18 F, 27.95 M (91.70 FT) SOUTHWEST OF THE SOUTH
 CJ1431'CORNER OF THE EASTERLY CONDOMINIUM ALONG THE BEACH, 22.5 M (73.8 FT)
 CJ1431'SOUTHEAST OF THE EAST CORNER OF THE SWIMMING POOL OF THE COMPLEX AND
 CJ1431'0.25 M (0.82 FT) A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1432 ***********************************************************************
 CJ1432  DESIGNATION -  3183 B
 CJ1432  PID         -  CJ1432
 CJ1432  STATE/COUNTY-  SC/CHARLESTON
 CJ1432  USGS QUAD   -  CAPERS INLET (1992)
 CJ1432
 CJ1432                         *CURRENT SURVEY CONTROL
 CJ1432  ___________________________________________________________________
 CJ1432* NAD 83(2001)-  32 48 48.44661(N)    079 43 12.25549(W)     ADJUSTED  
 CJ1432* NAVD 88     -         1.784  (meters)       5.85   (feet)  ADJUSTED  
 CJ1432  ___________________________________________________________________
 CJ1432  X           -     957,547.403 (meters)                     COMP
 CJ1432  Y           -  -5,279,555.325 (meters)                     COMP
 CJ1432  Z           -   3,436,572.647 (meters)                     COMP
 CJ1432  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CJ1432  ELLIP HEIGHT-         -31.71  (meters)          (03/27/03) GPS OBS
 CJ1432  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 CJ1432  DYNAMIC HT  -           1.782 (meters)       5.85  (feet)  COMP
 CJ1432  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 CJ1432
 CJ1432  HORZ ORDER  -  SECOND
 CJ1432  VERT ORDER  -  THIRD
 CJ1432  ELLP ORDER  -  FOURTH    CLASS II
 CJ1432
 CJ1432.The horizontal coordinates were established by GPS observations
 CJ1432.and adjusted by the National Geodetic Survey in March 2003..
 CJ1432
 CJ1432.The orthometric height was determined by differential leveling
 CJ1432.and adjusted by the National Geodetic Survey in April 1995..
 CJ1432
 CJ1432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1432
 CJ1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1432
 CJ1432.The ellipsoidal height was determined by GPS observations
 CJ1432.and is referenced to NAD 83.
 CJ1432
 CJ1432.The geoid height was determined by GEOID03.
 CJ1432
 CJ1432.The dynamic height is computed by dividing the NAVD 88
 CJ1432.geopotential number by the normal gravity value computed on the
 CJ1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1432.degrees latitude (g = 980.6199 gals.).
 CJ1432
 CJ1432.The modeled gravity was interpolated from observed gravity values.
 CJ1432
 CJ1432;                    North         East     Units Scale Factor Converg.
 CJ1432;SPC SC       -   109,439.134   729,450.025   MT  0.99990433   +0 42 34.5
 CJ1432;SPC SC       -   359,052.28  2,393,208.74   iFT  0.99990433   +0 42 34.5
 CJ1432;UTM  17      - 3,631,332.447   619,820.756   MT  0.99977703   +0 41 37.3
 CJ1432
 CJ1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1432!SPC SC       -   1.00000498  x   0.99990433  =   0.99990931
 CJ1432!UTM  17      -   1.00000498  x   0.99977703  =   0.99978201
 CJ1432
 CJ1432|---------------------------------------------------------------------|
 CJ1432| PID    Reference Object                     Distance      Geod. Az  |
 CJ1432|                                                           dddmmss.s |
 CJ1432| CJ1431 3180 B                              314.756 METERS 21245     |
 CJ1432|---------------------------------------------------------------------|
 CJ1432
 CJ1432                          SUPERSEDED SURVEY CONTROL
 CJ1432
 CJ1432  NAD 83(1995)-  32 48 48.44672(N)    079 43 12.25693(W) AD(       ) 2
 CJ1432  ELLIP H (12/20/99)  -31.73   (m)                       GP(       ) 4 1
 CJ1432  NAD 83(1986)-  32 48 48.45821(N)    079 43 12.25884(W) AD(       ) 2
 CJ1432  NGVD 29 (05/09/91)    2.083  (m)            6.83   (f) ADJUSTED    3 0
 CJ1432
 CJ1432.Superseded values are not recommended for survey control.
 CJ1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1432.See file dsdata.txt to determine how the superseded data were derived.
 CJ1432
 CJ1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1982131332(NAD 83)
 CJ1432_MARKER: DD = SURVEY DISK
 CJ1432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1432_SP_SET: ALUMINUM ALLOY ROD
 CJ1432_STAMPING: 3183 B 1990
 CJ1432_MARK LOGO: SCCC  
 CJ1432_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1432+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1432_ROD/PIPE-DEPTH: 12.5 meters
 CJ1432
 CJ1432  HISTORY     - Date     Condition        Report By
 CJ1432  HISTORY     - 1990     MONUMENTED       NGS
 CJ1432
 CJ1432                          STATION DESCRIPTION
 CJ1432
 CJ1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1432'OWNERSHIP--WILD DUNES ASSOCIATION, P.O. BOX 1410, CHARLESTON, SC 29402
 CJ1432'CONTACT SUPERVISOR BILL MCKENZIE PHONE 803-886-6000.
 CJ1432'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1432'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1432'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1432'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1432'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.48 KM
 CJ1432'(0.30 MI) TO THE ENTRANCE OF THE WILD DUNES BEACH AND RACQUET CLUB ON
 CJ1432'THE LEFT, TURN LEFT, NORTH, INTO THE ENTRANCE ROAD FOR 0.08 KM
 CJ1432'(0.05 MI) TO THE SECURITY GUARDHOUSE AND CHECK IN.  CONTINUE AHEAD
 CJ1432'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF PALMETTO DRIVE, TURN RIGHT
 CJ1432'ON PALMETTO DRIVE FOR 3.78 KM (2.35 MI) TO THE ENTRANCE OF OCEAN
 CJ1432'POINT, TURN RIGHT, WEST, ALONG THE ENTRANCE ROAD FOR 0.32 KM
 CJ1432'(0.20 MI) TO THE JUNCTION OF A T-ROAD, CONTINUE STRAIGHT AHEAD ACROSS
 CJ1432'THE ROAD ONTO THE SAND TO THE PAVED GOLF CART PATH OF THE WILD DUNES
 CJ1432'GOLF COURSE, TURN RIGHT, SOUTH-SOUTHEAST, ALONG THE GOLF CART PATH
 CJ1432'FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 CJ1432'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1432'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1432'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1432'ABOVE THE GROUND.  LOCATED 58.3 M (191.3 FT) NORTH-NORTHEAST OF THE
 CJ1432'NORTHEAST CORNER OF A LARGE CONDOMINIUM, 8.9 M (29.2 FT)
 CJ1432'WEST-NORTHWEST OF THE CENTER OF THE GOLF CART PATH, 3.3 M (10.8 FT)
 CJ1432'EAST OF THE WOODS LINE AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS
 CJ1432'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1433 ***********************************************************************
 CJ1433  DESIGNATION -  3185 B
 CJ1433  PID         -  CJ1433
 CJ1433  STATE/COUNTY-  SC/CHARLESTON
 CJ1433  USGS QUAD   -  CAPERS INLET (1992)
 CJ1433
 CJ1433                         *CURRENT SURVEY CONTROL
 CJ1433  ___________________________________________________________________
 CJ1433* NAD 83(2001)-  32 48 52.72616(N)    079 43 09.78126(W)     ADJUSTED  
 CJ1433* NAVD 88     -         2.493  (meters)       8.18   (feet)  ADJUSTED  
 CJ1433  ___________________________________________________________________
 CJ1433  X           -     957,598.088 (meters)                     COMP
 CJ1433  Y           -  -5,279,474.122 (meters)                     COMP
 CJ1433  Z           -   3,436,683.825 (meters)                     COMP
 CJ1433  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CJ1433  ELLIP HEIGHT-         -31.01  (meters)          (03/27/03) GPS OBS
 CJ1433  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 CJ1433  DYNAMIC HT  -           2.490 (meters)       8.17  (feet)  COMP
 CJ1433  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 CJ1433
 CJ1433  HORZ ORDER  -  SECOND
 CJ1433  VERT ORDER  -  THIRD
 CJ1433  ELLP ORDER  -  FOURTH    CLASS II
 CJ1433
 CJ1433.The horizontal coordinates were established by GPS observations
 CJ1433.and adjusted by the National Geodetic Survey in March 2003..
 CJ1433
 CJ1433.The orthometric height was determined by differential leveling
 CJ1433.and adjusted by the National Geodetic Survey in April 1995..
 CJ1433
 CJ1433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1433
 CJ1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1433
 CJ1433.The ellipsoidal height was determined by GPS observations
 CJ1433.and is referenced to NAD 83.
 CJ1433
 CJ1433.The geoid height was determined by GEOID03.
 CJ1433
 CJ1433.The dynamic height is computed by dividing the NAVD 88
 CJ1433.geopotential number by the normal gravity value computed on the
 CJ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1433.degrees latitude (g = 980.6199 gals.).
 CJ1433
 CJ1433.The modeled gravity was interpolated from observed gravity values.
 CJ1433
 CJ1433;                    North         East     Units Scale Factor Converg.
 CJ1433;SPC SC       -   109,571.744   729,512.745   MT  0.99990402   +0 42 35.9
 CJ1433;SPC SC       -   359,487.35  2,393,414.52   iFT  0.99990402   +0 42 35.9
 CJ1433;UTM  17      - 3,631,465.023   619,883.505   MT  0.99977721   +0 41 38.7
 CJ1433
 CJ1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1433!SPC SC       -   1.00000487  x   0.99990402  =   0.99990889
 CJ1433!UTM  17      -   1.00000487  x   0.99977721  =   0.99978208
 CJ1433
 CJ1433|---------------------------------------------------------------------|
 CJ1433| PID    Reference Object                     Distance      Geod. Az  |
 CJ1433|                                                           dddmmss.s |
 CJ1433| CJ1432 3183 B                              146.708 METERS 20601     |
 CJ1433| CJ1431 3180 B                              460.775 METERS 2103638.1 |
 CJ1433|---------------------------------------------------------------------|
 CJ1433
 CJ1433                          SUPERSEDED SURVEY CONTROL
 CJ1433
 CJ1433  NAD 83(1995)-  32 48 52.72626(N)    079 43 09.78270(W) AD(       ) 2
 CJ1433  ELLIP H (12/20/99)  -31.03   (m)                       GP(       ) 4 1
 CJ1433  NAD 83(1986)-  32 48 52.73776(N)    079 43 09.78461(W) AD(       ) 2
 CJ1433  NGVD 29 (05/09/91)    2.792  (m)            9.16   (f) ADJUSTED    3 0
 CJ1433
 CJ1433.Superseded values are not recommended for survey control.
 CJ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1433.See file dsdata.txt to determine how the superseded data were derived.
 CJ1433
 CJ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1988431465(NAD 83)
 CJ1433_MARKER: DD = SURVEY DISK
 CJ1433_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ1433_SP_SET: ALUMINUM ALLOY ROD
 CJ1433_STAMPING: 3185 B 1990
 CJ1433_MARK LOGO: SCCC  
 CJ1433_PROJECTION: PROJECTING 15 CENTIMETERS
 CJ1433_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1433+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CJ1433_ROD/PIPE-DEPTH: 16.5 meters
 CJ1433
 CJ1433  HISTORY     - Date     Condition        Report By
 CJ1433  HISTORY     - 1990     MONUMENTED       NGS
 CJ1433
 CJ1433                          STATION DESCRIPTION
 CJ1433
 CJ1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1433'OWNERSHIP--WILD DUNES ASSOCIATION, P.O. BOX 1410, CHARLESTON, SC 29402
 CJ1433'CONTACT SUPERVISOR BILL MCKENZIE PHONE 803-886-6000.
 CJ1433'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1433'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1433'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1433'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1433'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.48 KM
 CJ1433'(0.30 MI) TO THE ENTRANCE OF THE WILD DUNES BEACH AND RACQUET CLUB ON
 CJ1433'THE LEFT, TURN LEFT, NORTH, INTO THE ENTRANCE ROAD FOR 0.08 KM
 CJ1433'(0.05 MI) TO THE SECURITY GUARDHOUSE AND CHECK IN.  CONTINUE AHEAD
 CJ1433'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF PALMETTO DRIVE, TURN RIGHT
 CJ1433'ON PALMETTO DRIVE FOR 3.78 KM (2.35 MI) TO THE ENTRANCE OF OCEAN
 CJ1433'POINT, TURN RIGHT, WEST, ALONG THE ENTRANCE ROAD FOR 0.32 KM
 CJ1433'(0.20 MI) TO THE JUNCTION OF A T-ROAD, CONTINUE STRAIGHT AHEAD ACROSS
 CJ1433'THE ROAD ONTO THE SAND TO THE PAVED GOLF CART PATH OF THE WILD DUNES
 CJ1433'GOLF COURSE, TURN RIGHT, SOUTH-SOUTHEAST, ALONG THE GOLF CART PATH
 CJ1433'FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 CJ1433'THE STATION IS A STANDARD BERNTSEN ALUMINUM ROD DRIVEN TO REFUSAL
 CJ1433'WITH A SCCC ALUMINUM DISK ATTACHED TO THE TOP OF THE ROD AND ENCASED
 CJ1433'IN A 4-INCH PVC PIPE WITH A THREADED CAP PROJECTING ABOUT 6-INCHES
 CJ1433'ABOVE THE GROUND.  LOCATED 29.85 M (97.93 FT) SOUTHWEST OF PRIVATE
 CJ1433'SURVEY MARK BRC-8, 21.5 M (70.5 FT) NORTHEAST OF THE EAST CORNER OF A
 CJ1433'LARGE CONDOMINIUM, 12.8 M (42.0 FT) WEST OF THE CENTER OF THE GOLF
 CJ1433'CART PATH AND 0.42 M (1.38 FT) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1368 ***********************************************************************
 CJ1368  DESIGNATION -  3190 B
 CJ1368  PID         -  CJ1368
 CJ1368  STATE/COUNTY-  SC/CHARLESTON
 CJ1368  USGS QUAD   -  CAPERS INLET (1992)
 CJ1368
 CJ1368                         *CURRENT SURVEY CONTROL
 CJ1368  ___________________________________________________________________
 CJ1368* NAD 83(2001)-  32 49 07.85860(N)    079 43 21.34877(W)     ADJUSTED  
 CJ1368* NAVD 88     -         1.414  (meters)       4.64   (feet)  ADJUSTED  
 CJ1368  ___________________________________________________________________
 CJ1368  X           -     957,256.774 (meters)                     COMP
 CJ1368  Y           -  -5,279,278.345 (meters)                     COMP
 CJ1368  Z           -   3,437,075.015 (meters)                     COMP
 CJ1368  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CJ1368  ELLIP HEIGHT-         -32.08  (meters)          (03/27/03) GPS OBS
 CJ1368  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 CJ1368  DYNAMIC HT  -           1.412 (meters)       4.63  (feet)  COMP
 CJ1368  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 CJ1368
 CJ1368  HORZ ORDER  -  FIRST
 CJ1368  VERT ORDER  -  FIRST     CLASS II
 CJ1368  ELLP ORDER  -  FOURTH    CLASS II
 CJ1368
 CJ1368.The horizontal coordinates were established by GPS observations
 CJ1368.and adjusted by the National Geodetic Survey in March 2003..
 CJ1368
 CJ1368.The orthometric height was determined by differential leveling
 CJ1368.and adjusted by the National Geodetic Survey in June 1991..
 CJ1368
 CJ1368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ1368
 CJ1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ1368
 CJ1368.The ellipsoidal height was determined by GPS observations
 CJ1368.and is referenced to NAD 83.
 CJ1368
 CJ1368.The geoid height was determined by GEOID03.
 CJ1368
 CJ1368.The dynamic height is computed by dividing the NAVD 88
 CJ1368.geopotential number by the normal gravity value computed on the
 CJ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1368.degrees latitude (g = 980.6199 gals.).
 CJ1368
 CJ1368.The modeled gravity was interpolated from observed gravity values.
 CJ1368
 CJ1368;                    North         East     Units Scale Factor Converg.
 CJ1368;SPC SC       -   110,034.108   729,206.125   MT  0.99990294   +0 42 29.5
 CJ1368;SPC SC       -   361,004.29  2,392,408.55   iFT  0.99990294   +0 42 29.5
 CJ1368;UTM  17      - 3,631,927.413   619,577.052   MT  0.99977631   +0 41 32.7
 CJ1368
 CJ1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ1368!SPC SC       -   1.00000504  x   0.99990294  =   0.99990798
 CJ1368!UTM  17      -   1.00000504  x   0.99977631  =   0.99978135
 CJ1368
 CJ1368:                Primary Azimuth Mark                     Grid Az
 CJ1368:SPC SC       -  3185 B                                   146 26 58.0
 CJ1368:UTM  17      -  3185 B                                   146 27 54.8
 CJ1368
 CJ1368|---------------------------------------------------------------------|
 CJ1368| PID    Reference Object                     Distance      Geod. Az  |
 CJ1368|                                                           dddmmss.s |
 CJ1368| CJ1433 3185 B                              APPROX. 0.6 KM 1470927.5 |
 CJ1368|---------------------------------------------------------------------|
 CJ1368
 CJ1368                          SUPERSEDED SURVEY CONTROL
 CJ1368
 CJ1368  NAD 83(1995)-  32 49 07.85873(N)    079 43 21.35015(W) AD(       ) 1
 CJ1368  ELLIP H (12/20/99)  -32.10   (m)                       GP(       ) 4 1
 CJ1368  NAD 83(1986)-  32 49 07.87019(N)    079 43 21.35211(W) AD(       ) 1
 CJ1368  NGVD 29 (05/09/91)    1.713  (m)            5.62   (f) ADJUSTED    1 2
 CJ1368
 CJ1368.Superseded values are not recommended for survey control.
 CJ1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1368.See file dsdata.txt to determine how the superseded data were derived.
 CJ1368
 CJ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1957731927(NAD 83)
 CJ1368_MARKER: I = METAL ROD
 CJ1368_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CJ1368_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CJ1368_STAMPING: 3190 B 1990
 CJ1368_MARK LOGO: NGS   
 CJ1368_PROJECTION: FLUSH
 CJ1368_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1368+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 CJ1368_ROD/PIPE-DEPTH: 19.2 meters
 CJ1368_SLEEVE-DEPTH  : 0.9 meters
 CJ1368
 CJ1368  HISTORY     - Date     Condition        Report By
 CJ1368  HISTORY     - 1990     MONUMENTED       NGS
 CJ1368  HISTORY     - 19900525 GOOD             NGS
 CJ1368  HISTORY     - 19900920 GOOD             NGS
 CJ1368
 CJ1368                          STATION DESCRIPTION
 CJ1368
 CJ1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1368'4.9 KM (3.0 MI) NORTHEASTERLY ALONG PALM BOULEVARD (STATE HIGHWAY
 CJ1368'703) FROM THE POST OFFICE IN ISLE OF PALMS, THENCE 0.1 KM (0.1 MI)
 CJ1368'NORTHWESTERLY ALONG RAQUET CLUB ROAD (ENTRANCE TO WILD DUNES BEACH
 CJ1368'AND RAQUET CLUB), THENCE 2.3 KM (1.4 MI) NORTHEASTERLY ALONG PALMETTO
 CJ1368'DRIVE, THENCE O.3 KM NORTHEASTERLY ALONG A PAVED ROAD LEADING TO
 CJ1368'OCEAN POINT, THENCE 0.1 KM (0.1 MI) NORTHERLY ALONG A PAVED ROAD,
 CJ1368'THENCE 61.0 M (200.1 FT) NORTH ALONG THE EAST SIDE OF A POND, 41.7 M
 CJ1368'(136.8 FT) WEST OF THE CENTERLINE OF A NORTH-SOUTH GOLF CART PATH,
 CJ1368'16.4 M (53.8 FT) EAST OF THE SOUTHEAST CORNER OF THE EAST HEADWALL OF
 CJ1368'A SMALL BRIDGE, 2.2 M (7.2 FT) SOUTH OF A 4-INCH PVC DRAW PIPE
 CJ1368'PROJECTING 15-INCHES ABOVE THE GROUND SURFACE, AND 0.4 M (1.3 FT)
 CJ1368'NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 CJ1368'A 5-INCH LOGO CAP.
 CJ1368
 CJ1368                          STATION RECOVERY (1990)
 CJ1368
 CJ1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ1368'THE STATION IS LOCATED ON ISLE OF PALMS, ABOUT 8.05 KM (5.00 MI)
 CJ1368'SOUTH-SOUTHEAST OF MOUNT PLEASANT, AT THE NORTHEAST END OF THE ISLAND
 CJ1368'AND ON THE ON THE WEST SIDE OF THE GOLF CART PATH OF THE WILD DUNES
 CJ1368'GOLF COURSE.  OWNERSHIP--WILD DUNES ASSOCIATION, P.O. BOX 1410,
 CJ1368'CHARLESTON, SC 29402, CONTACT SUPERVISOR BILL MCKENZIE PHONE
 CJ1368'803-886-6000.
 CJ1368'TO REACH THE STATION FROM THE NORTHEAST END OF THE STATE HIGHWAY 703
 CJ1368'BRIDGE OVER BREACH INLET, GO NORTHEAST ON STATE HIGHWAY 703 (PALM
 CJ1368'BOULEVARD) FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF 41ST AVENUE, TURN
 CJ1368'LEFT, NORTH, ON 41ST AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 CJ1368'PALM BOULEVARD, TURN RIGHT, WEST, ON PALM BOULEVARD FOR 0.48 KM
 CJ1368'(0.30 MI) TO THE ENTRANCE OF THE WILD DUNES BEACH AND RACQUET CLUB ON
 CJ1368'THE LEFT, TURN LEFT, NORTH, INTO THE ENTRANCE ROAD FOR 0.08 KM
 CJ1368'(0.05 MI) TO THE SECURITY GUARDHOUSE AND CHECK IN.  CONTINUE AHEAD
 CJ1368'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF PALMETTO DRIVE, TURN RIGHT
 CJ1368'ON PALMETTO DRIVE FOR 3.78 KM (2.35 MI) TO THE ENTRANCE OF OCEAN
 CJ1368'POINT, TURN RIGHT, WEST, ALONG THE ENTRANCE ROAD FOR 0.32 KM
 CJ1368'(0.20 MI) TO THE JUNCTION OF A T-ROAD, CONTINUE STRAIGHT AHEAD ACROSS
 CJ1368'THE ROAD ONTO THE SAND TO THE PAVED GOLF CART PATH OF THE WILD DUNES
 CJ1368'GOLF COURSE, TURN LEFT, NORTH-NORTHWEST, ALONG THE GOLF CART PATH FOR
 CJ1368'0.24 KM (0.15 MI) TO THE JUNCTION OF A GOLF CART PATH LEADING WEST,
 CJ1368'TURN LEFT, WEST, ON THE GOLF CART PATH FOR 0.08 KM (0.05 MI) TO THE
 CJ1368'STATION ON THE LEFT,  A STANDARD NGS STAINLESS STEEL ROD DRIVEN TO
 CJ1368'REFUSAL WITH THE TOP OF THE DATUM POINT CENTER PUNCHED, ENCASED IN
 CJ1368'A 1-INCH PVC PIPE FILLED WITH GREASE AND SURROUNDED BY A 5-INCH PVC
 CJ1368'PIPE WITH AN ALUMINUM LOGO CAP FLUSH WITH THE GROUND,  41.7 M
 CJ1368'(136.8 FT) WEST OF THE GOLF CART PATH LEADING NORTH AND SOUTH, 16.4 M
 CJ1368'(53.8 FT) EAST OF THE SOUTHEAST CORNER OF THE EAST HEADWALL OF A
 CJ1368'SMALL BRIDGE OVER A CREEK, 2.15 M (7.05 FT) SOUTH OF A 4-INCH PVC
 CJ1368'DRAIN PIPE PROJECTING ABOUT 15-INCHES ABOVE THE GROUND AND 0.4 M
 CJ1368'(1.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3266 ***********************************************************************
 DE3266  DESIGNATION -  32 001
 DE3266  PID         -  DE3266
 DE3266  STATE/COUNTY-  SC/LEXINGTON
 DE3266  USGS QUAD   -  LEXINGTON (1987)
 DE3266
 DE3266                         *CURRENT SURVEY CONTROL
 DE3266  ___________________________________________________________________
 DE3266* NAD 83(1986)-  33 58 33.     (N)    081 14 08.     (W)     SCALED    
 DE3266* NAVD 88     -        93.040  (meters)     305.25   (feet)  ADJUSTED  
 DE3266  ___________________________________________________________________
 DE3266  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DE3266  DYNAMIC HT  -          92.944 (meters)     304.93  (feet)  COMP
 DE3266  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 DE3266
 DE3266  VERT ORDER  -  FIRST     CLASS II
 DE3266
 DE3266.The horizontal coordinates were scaled from a topographic map and have
 DE3266.an estimated accuracy of +/- 6 seconds.
 DE3266
 DE3266.The orthometric height was determined by differential leveling
 DE3266.and adjusted by the National Geodetic Survey in March 1994..
 DE3266
 DE3266.The geoid height was determined by GEOID03.
 DE3266
 DE3266.The dynamic height is computed by dividing the NAVD 88
 DE3266.geopotential number by the normal gravity value computed on the
 DE3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3266.degrees latitude (g = 980.6199 gals.).
 DE3266
 DE3266.The modeled gravity was interpolated from observed gravity values.
 DE3266
 DE3266;                    North         East    Units  Estimated Accuracy
 DE3266;SPC SC       -   237,620.      587,840.      MT  (+/- 180 meters Scaled)
 DE3266
 DE3266                          SUPERSEDED SURVEY CONTROL
 DE3266
 DE3266.No superseded survey control is available for this station.
 DE3266
 DE3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT782595(NAD 83)
 DE3266_MARKER: DD = SURVEY DISK
 DE3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3266_SP_SET: CONCRETE POST
 DE3266_STAMPING: 32 001 1993
 DE3266_MARK LOGO: SCGS  
 DE3266_PROJECTION: FLUSH
 DE3266_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3266+STABILITY: SURFACE MOTION
 DE3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3266+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 DE3266
 DE3266  HISTORY     - Date     Condition        Report By
 DE3266  HISTORY     - 1993     MONUMENTED       SCGS
 DE3266  HISTORY     - 19950925 GOOD             SCGS
 DE3266  HISTORY     - 20000613 GOOD             SCGS
 DE3266  HISTORY     - 20020618 GOOD             SCGS
 DE3266
 DE3266                          STATION DESCRIPTION
 DE3266
 DE3266'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3266'STATION IS LOCATED IN LEXINGTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3266'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3266'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3266'1 (EAST MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON,
 DE3266'GO SOUTH SOUTHWEST ON HIGHWAY 6 FOR 0.4 MILE (0.6 KM) TO THE STATION
 DE3266'ON THE LEFT NEAR THE WEST END OF A BRICK CHURCH SIGN (NEW BETHEL AME)
 DE3266'WITH AN IRON BELL MOUNTED ON TOP. STATION IS A CONCRETE POST FLUSH
 DE3266'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 10.1 FEET
 DE3266'(3.1 M) EAST OF THE EAST EDGE OF A SIDEWALK, 32.5 FEET (9.9 M) EAST
 DE3266'OF THE CENTER OF THE HIGHWAY, 2.5 FEET (0.8 M) WEST OF THE SOUTHWEST
 DE3266'CORNER OF THE SIGN, 97.0 FEET (29.6 M) WEST SOUTHWEST OF THE
 DE3266'NORTHWEST CORNER OF A BRICK CHURCH BUILDING (NEW BETHEL AME), 62.4
 DE3266'FEET (19.0 M) WEST NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 DE3266'RETAINING WALL, 85.6 FEET (26.1 M) NORTH OF A POWER POLE NUMBER
 DE3266'00111/58/2500 WITH A STREET LIGHT AND A GUY WIRE. DESCRIBED BY C.E.
 DE3266'GEOGHEGAN.
 DE3266
 DE3266                          STATION RECOVERY (1995)
 DE3266
 DE3266'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DE3266'RECOVERED AS DESCRIBED.
 DE3266
 DE3266                          STATION RECOVERY (2000)
 DE3266
 DE3266'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3266'STATION IS LOCATED IN LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3266'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3266'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3266'1 (EAST MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON, GO
 DE3266'SOUTH SOUTHWEST ON HIGHWAY 6 FOR 0.4 MILE (0.6 KM) TO THE STATION ON
 DE3266'THE LEFT NEAR THE WEST END OF A BRICK CHURCH SIGN (NEW BETHEL A.M.E.)
 DE3266'WITH AN IRON BELL MOUNTED ON TOP.  STATION IS A CONCRETE POST FLUSH
 DE3266'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 10.1 FEET (3.1 M) EAST OF
 DE3266'THE EAST EDGE OF A SIDEWALK, 32.3 FEET (9.8 M) EAST OF THE CENTER OF
 DE3266'THE HIGHWAY, 2.4 FEET (0.7 M) WEST OF THE SOUTHWEST CORNER OF THE
 DE3266'SIGN, 98.4 FEET (30.0 M) WEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 DE3266'62.3 FEET (19.0 M) WEST NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 DE3266'RETAINING WALL, 85.5 FEET (26.1 M) NORTH OF A POWER POLE NUMBER
 DE3266'00111/2500.  RECOVERED BY J.B.  SMOAK.
 DE3266
 DE3266                          STATION RECOVERY (2002)
 DE3266
 DE3266'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE3266'STATION IS LOCATED IN LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3266'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3266'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 DE3266'(EAST MAIN STREET) AND  STATE HIGHWAY 6 (SOUTH LAKE DRIVE) IN
 DE3266'LEXINGTON, GO SOUTH SOUTHWEST ON  HIGHWAY 6 FOR 0.4 MILE TO THE
 DE3266'STATION ON THE LEFT NEAR THE WEST END OF A BRICK  CHURCH SIGN (NEW
 DE3266'BETHEL A.M.E) WITH AN IRON BELL MOUNTED ON TOP. STATION IS A CONCRETE
 DE3266'POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE THE  HIGHWAY, 10.0 FEET
 DE3266'EAST OF THE EAST EDGE OF A SIDEWALK, 32.3 FEET EAST OF THE  CENTER OF
 DE3266'THE HIGHWAY, 2.3 FEET WEST OF THE SOUTHWEST CORNER OF THE SIGN, 97.0
 DE3266'FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 62.1 FEET
 DE3266'WEST  NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK RETAINING WALL,
 DE3266'85.2 FEET  NORTH OF A POWER POLE NUMBER 00111/2500 WITH TWO GUY WIRES
 DE3266'AND A STREET  LIGHT. RECOVERED BY J.B. SMOAK..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3267 ***********************************************************************
 DE3267  DESIGNATION -  32 002
 DE3267  PID         -  DE3267
 DE3267  STATE/COUNTY-  SC/LEXINGTON
 DE3267  USGS QUAD   -  LEXINGTON (1987)
 DE3267
 DE3267                         *CURRENT SURVEY CONTROL
 DE3267  ___________________________________________________________________
 DE3267* NAD 83(2001)-  33 58 52.00990(N)    081 14 09.82179(W)     ADJUSTED  
 DE3267* NAVD 88     -       119.587  (meters)     392.35   (feet)  ADJUSTED  
 DE3267  ___________________________________________________________________
 DE3267  X           -     806,690.725 (meters)                     COMP
 DE3267  Y           -  -5,232,686.999 (meters)                     COMP
 DE3267  Z           -   3,544,759.241 (meters)                     COMP
 DE3267  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DE3267  ELLIP HEIGHT-          88.77  (meters)          (05/06/05) GPS OBS
 DE3267  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 DE3267  DYNAMIC HT  -         119.464 (meters)     391.94  (feet)  COMP
 DE3267  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 DE3267
 DE3267  HORZ ORDER  -  FIRST
 DE3267  VERT ORDER  -  FIRST     CLASS II
 DE3267  ELLP ORDER  -  FOURTH    CLASS II
 DE3267
 DE3267.The horizontal coordinates were established by GPS observations
 DE3267.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DE3267
 DE3267.The orthometric height was determined by differential leveling
 DE3267.and adjusted by the National Geodetic Survey in March 1994..
 DE3267
 DE3267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3267
 DE3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3267
 DE3267.The ellipsoidal height was determined by GPS observations
 DE3267.and is referenced to NAD 83.
 DE3267
 DE3267.The geoid height was determined by GEOID03.
 DE3267
 DE3267.The dynamic height is computed by dividing the NAVD 88
 DE3267.geopotential number by the normal gravity value computed on the
 DE3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3267.degrees latitude (g = 980.6199 gals.).
 DE3267
 DE3267.The modeled gravity was interpolated from observed gravity values.
 DE3267
 DE3267;                    North         East     Units Scale Factor Converg.
 DE3267;SPC SC       -   238,205.434   587,790.872   MT  0.99980841   -0 07 51.1
 DE3267;SPC SC       -   781,513.89  1,928,447.74   iFT  0.99980841   -0 07 51.1
 DE3267;UTM  17      - 3,760,087.029   478,195.376   MT  0.99960586   -0 07 55.0
 DE3267
 DE3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3267!SPC SC       -   0.99998606  x   0.99980841  =   0.99979448
 DE3267!UTM  17      -   0.99998606  x   0.99960586  =   0.99959193
 DE3267
 DE3267:                Primary Azimuth Mark                     Grid Az
 DE3267:SPC SC       -  32 003                                   013 36 49.8
 DE3267:UTM  17      -  32 003                                   013 36 53.7
 DE3267
 DE3267|---------------------------------------------------------------------|
 DE3267| PID    Reference Object                     Distance      Geod. Az  |
 DE3267|                                                           dddmmss.s |
 DE3267| DE3268 32 003                              APPROX. 0.6 KM 0132858.7 |
 DE3267|---------------------------------------------------------------------|
 DE3267
 DE3267                          SUPERSEDED SURVEY CONTROL
 DE3267
 DE3267  NAVD 88 (05/06/05)  119.59   (m)          392.4    (f) LEVELING    3  
 DE3267
 DE3267.Superseded values are not recommended for survey control.
 DE3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3267.See file dsdata.txt to determine how the superseded data were derived.
 DE3267
 DE3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7819560087(NAD 83)
 DE3267_MARKER: DD = SURVEY DISK
 DE3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3267_SP_SET: CONCRETE POST
 DE3267_STAMPING: 32 002 1993
 DE3267_MARK LOGO: SCGS  
 DE3267_PROJECTION: FLUSH
 DE3267_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3267+STABILITY: SURFACE MOTION
 DE3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3267+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 DE3267
 DE3267  HISTORY     - Date     Condition        Report By
 DE3267  HISTORY     - 1993     MONUMENTED       SCGS
 DE3267  HISTORY     - 19950925 GOOD             SCGS
 DE3267  HISTORY     - 20000613 GOOD             SCGS
 DE3267  HISTORY     - 20020618 GOOD             SCGS
 DE3267
 DE3267                          STATION DESCRIPTION
 DE3267
 DE3267'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3267'STATION IS LOCATED NEAR A HISTORICAL MARKER SIGN FOR THE LEXINGTON
 DE3267'COUNTY COURTHOUSE IN THE WEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 1
 DE3267'(EAST MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON.
 DE3267'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3267'COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE POST
 DE3267'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 4.6
 DE3267'FEET (1.4 M) SOUTHWEST OF THE NORTHWEST EDGE OF THE HIGHWAY 1
 DE3267'SIDEWALK, 42.5 FEET (13.0 M) WEST NORTHWEST OF THE NORTHWEST EDGE OF
 DE3267'THE HIGHWAY 6 SIDEWALK, 3.6 FEET (1.1 M) NORTHEAST OF THE HISTORICAL
 DE3267'SIGN POST, 43.3 FEET (13.2 M) NORTHEAST OF THE EAST CORNER OF THE
 DE3267'COURTHOUSE, 28.4 FEET (8.7 M) EAST SOUTHEAST OF A FLAG POLE EAST OF
 DE3267'THE THE COURTHOUSE ENTRANCE, 13.5 FEET (4.1 M) NORTHWEST OF THE
 DE3267'CENTER OF A MANHOLE COVER IN THE HIGHWAY 6 SIDEWALK, 7.7 FEET
 DE3267'(2.3 M) EAST SOUTHEAST OF A WITNESS POST. DESCRIBED BY C.E.
 DE3267'GEOGHEGAN.
 DE3267
 DE3267                          STATION RECOVERY (1995)
 DE3267
 DE3267'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DE3267'RECOVERED AS DESCRIBED.
 DE3267
 DE3267                          STATION RECOVERY (2000)
 DE3267
 DE3267'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3267'STATION IS LOCATED NEAR A HISTORICAL MARKER SIGN FOR THE LEXINGTON
 DE3267'COURTHOUSES IN THE WEST ANGLE OF THE JUNCTION OF U.S.  HIGHWAY 1 (EAST
 DE3267'MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON.
 DE3267'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3267'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 DE3267'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 4.6
 DE3267'FEET (1.4 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE HIGHWAY 1
 DE3267'SIDEWALK, 10.2 FEET (3.1 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 DE3267'HIGHWAY 6 SIDEWALK, 3.5 FEET (1.1 M) NORTHEAST OF THE HISTORICAL SIGN
 DE3267'POST, 43.3 FEET (13.2 M) NORTHEAST OF THE EAST CORNER OF THE
 DE3267'COURTHOUSE, 31.0 FEET (9.4 M) EAST SOUTHEAST OF A FLAGPOLE SOUTHEAST
 DE3267'OF THE COURTHOUSE ENTRANCE, 7.8 FEET (2.4 M) WEST NORTHWEST OF A
 DE3267'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 DE3267
 DE3267                          STATION RECOVERY (2002)
 DE3267
 DE3267'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE3267'STATION IS LOCATED NEAR A HISTORICAL MARKER SIGN FOR THE LEXINGTON
 DE3267'COUNTY  COURTHOUSE IN THE WEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 1
 DE3267'(EAST MAIN STREET) AND  STATE HIGHWAY 6 (SOUTH LAKE DRIVE) IN
 DE3267'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF  PRECONSTRUCTION, P.O. BOX
 DE3267'191, COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE
 DE3267'POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE THE HIGHWAYS, 4.5  FEET
 DE3267'SOUTHWEST OF THE SOUTHWEST EDGE OF THE HIGHWAY 1 SIDEWALK, 10.0 FEET
 DE3267'NORTHWEST  OF THE NORTHWEST EDGE OF THE HIGHWAY 6 SIDEWALK, 3.4 FEET
 DE3267'NORTHEAST OF THE HISTORICAL  SIGN POST, 43.0 FEET NORTHEAST OF THE
 DE3267'EAST CORNER OF THE COURTHOUSE, 30.9 FEET EAST  SOUTHEAST OF A FLAG
 DE3267'POLE EAST OF THE COURTHOUSE ENTRANCE, 7.7 FEET WEST NORTHWEST OF  A
 DE3267'WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3268 ***********************************************************************
 DE3268  DESIGNATION -  32 003
 DE3268  PID         -  DE3268
 DE3268  STATE/COUNTY-  SC/LEXINGTON
 DE3268  USGS QUAD   -  LEXINGTON (1987)
 DE3268
 DE3268                         *CURRENT SURVEY CONTROL
 DE3268  ___________________________________________________________________
 DE3268* NAD 83(2001)-  33 59 10.31272(N)    081 14 04.55373(W)     ADJUSTED  
 DE3268* NAVD 88     -       121.263  (meters)     397.84   (feet)  ADJUSTED  
 DE3268  ___________________________________________________________________
 DE3268  X           -     806,776.545 (meters)                     COMP
 DE3268  Y           -  -5,232,356.230 (meters)                     COMP
 DE3268  Z           -   3,545,227.805 (meters)                     COMP
 DE3268  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DE3268  ELLIP HEIGHT-          90.45  (meters)          (03/13/03) GPS OBS
 DE3268  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DE3268  DYNAMIC HT  -         121.138 (meters)     397.43  (feet)  COMP
 DE3268  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 DE3268
 DE3268  HORZ ORDER  -  FIRST
 DE3268  VERT ORDER  -  FIRST     CLASS II
 DE3268  ELLP ORDER  -  FOURTH    CLASS II
 DE3268
 DE3268.The horizontal coordinates were established by GPS observations
 DE3268.and adjusted by the National Geodetic Survey in March 2003..
 DE3268
 DE3268.The orthometric height was determined by differential leveling
 DE3268.and adjusted by the National Geodetic Survey in March 1994..
 DE3268
 DE3268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3268
 DE3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3268
 DE3268.The ellipsoidal height was determined by GPS observations
 DE3268.and is referenced to NAD 83.
 DE3268
 DE3268.The geoid height was determined by GEOID03.
 DE3268
 DE3268.The dynamic height is computed by dividing the NAVD 88
 DE3268.geopotential number by the normal gravity value computed on the
 DE3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3268.degrees latitude (g = 980.6199 gals.).
 DE3268
 DE3268.The modeled gravity was interpolated from observed gravity values.
 DE3268
 DE3268;                    North         East     Units Scale Factor Converg.
 DE3268;SPC SC       -   238,768.957   587,927.347   MT  0.99980889   -0 07 48.2
 DE3268;SPC SC       -   783,362.72  1,928,895.50   iFT  0.99980889   -0 07 48.2
 DE3268;UTM  17      - 3,760,650.436   478,331.833   MT  0.99960579   -0 07 52.1
 DE3268
 DE3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3268!SPC SC       -   0.99998580  x   0.99980889  =   0.99979469
 DE3268!UTM  17      -   0.99998580  x   0.99960579  =   0.99959160
 DE3268
 DE3268:                Primary Azimuth Mark                     Grid Az
 DE3268:SPC SC       -  32 002                                   193 36 49.8
 DE3268:UTM  17      -  32 002                                   193 36 53.7
 DE3268
 DE3268|---------------------------------------------------------------------|
 DE3268| PID    Reference Object                     Distance      Geod. Az  |
 DE3268|                                                           dddmmss.s |
 DE3268| DE3267 32 002                              APPROX. 0.6 KM 1932901.6 |
 DE3268|---------------------------------------------------------------------|
 DE3268
 DE3268                          SUPERSEDED SURVEY CONTROL
 DE3268
 DE3268  NAD 83(1995)-  33 59 10.31278(N)    081 14 04.55378(W) AD(       ) 1
 DE3268  NAD 83(1986)-  33 59 10.32796(N)    081 14 04.55555(W) AD(       ) 1
 DE3268  ELLIP H (02/11/03)   90.47   (m)                       GP(       ) 4 2
 DE3268  NAVD 88 (02/11/03)  121.26   (m)          397.8    (f) LEVELING    3  
 DE3268
 DE3268.Superseded values are not recommended for survey control.
 DE3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3268.See file dsdata.txt to determine how the superseded data were derived.
 DE3268
 DE3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7833260650(NAD 83)
 DE3268_MARKER: DD = SURVEY DISK
 DE3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3268_SP_SET: CONCRETE POST
 DE3268_STAMPING: 32 003 1993
 DE3268_MARK LOGO: SCGS  
 DE3268_PROJECTION: FLUSH
 DE3268_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3268+STABILITY: SURFACE MOTION
 DE3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3268+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 DE3268
 DE3268  HISTORY     - Date     Condition        Report By
 DE3268  HISTORY     - 1993     MONUMENTED       SCGS
 DE3268  HISTORY     - 20000613 GOOD             SCGS
 DE3268  HISTORY     - 20011107 GOOD             SCGS
 DE3268  HISTORY     - 20040707 GOOD             SCGS
 DE3268
 DE3268                          STATION DESCRIPTION
 DE3268
 DE3268'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3268'STATION IS LOCATED IN LEXINGTON. OWNERSHIP--LEXINGTON ELEMENTARY
 DE3268'SCHOOL. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 DE3268'(EAST MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON, GO
 DE3268'NORTHEAST ON HIGHWAY 6 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF
 DE3268'STATE ROAD 227 (WINGARD AVENUE) LEFT AND THE STATION ON THE RIGHT IN
 DE3268'THE NORTHEAST ANGLE OF THE EXIT DRIVE FOR THE LEXINGTON ELEMENTARY
 DE3268'SCHOOL. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 DE3268'(0.6 M) ABOVE THE EXIT DRIVE, 80.4 FEET (24.5 M) EAST SOUTHEAST OF
 DE3268'THE EAST EDGE OF THE SIDEWALK OF THE HIGHWAY, 18.0 FEET (5.5 M) NORTH
 DE3268'NORTHEAST OF THE NORTH EDGE OF THE SIDEWALK OF THE EXIT DRIVE, 86.4
 DE3268'FEET (26.3 M) SOUTHEAST OF A FIRE HYDRANT NUMBER 76, 117.0 FEET
 DE3268'(35.7 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER 361000, 95.5 FEET
 DE3268'(29.1 M) EAST NORTHEAST OF A POWER POLE NUMBER 359480 WITH A STREET
 DE3268'LIGHT, 109.9 FEET (33.5 M) WEST SOUTHWEST OF A METAL LAMP POST FOR A
 DE3268'PLAYGROUND. DESCRIBED BY C.E. GEOGHEGAN.
 DE3268
 DE3268                          STATION RECOVERY (2000)
 DE3268
 DE3268'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3268'STATION IS LOCATED IN LEXINGTON.  OWNERSHIP--LEXINGTON ELEMENTARY
 DE3268'SCHOOL.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 1
 DE3268'(EAST MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON, GO
 DE3268'NORTHEAST ON HIGHWAY 6 FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE
 DE3268'RIGHT IN THE NORTHEAST ANGLE OF THE EXIT DRIVE FOR LEXINGTON
 DE3268'ELEMENTARY SCHOOL.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 DE3268'AND 2.0 FEET (0.6 M) ABOVE THE EXIT DRIVE, 80.4 FEET (24.5 M) EAST
 DE3268'SOUTHEAST OF THE EAST EDGE OF THE HIGHWAY SIDEWALK, 37.6 FEET (11.5 M)
 DE3268'NORTH NORTHEAST OF THE CENTER OF THE DRIVE, 86.2 FEET (26.3 M)
 DE3268'SOUTHEAST OF A FIRE HYDRANT, 116.7 FEET (35.6 M) SOUTH SOUTHEAST OF A
 DE3268'POWER POLE 36100/1100/010A, 95.5 FEET (29.1 M) EAST OF A POWER POLE
 DE3268'359480/00044 WITH A STREET LIGHT, 109.9 FEET (33.5 M) WEST SOUTHWEST
 DE3268'OF A METAL LAMP POST FOR A PLAYGROUND.  RECOVERED BY J.B.  SMOAK.
 DE3268
 DE3268                          STATION RECOVERY (2001)
 DE3268
 DE3268'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DE3268'RECOVERED AS DESCRIBED.
 DE3268'
 DE3268
 DE3268                          STATION RECOVERY (2004)
 DE3268
 DE3268'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE3268'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3029 ***********************************************************************
 EC3029  DESIGNATION -  32 005
 EC3029  PID         -  EC3029
 EC3029  STATE/COUNTY-  SC/LEXINGTON
 EC3029  USGS QUAD   -  IRMO (1990)
 EC3029
 EC3029                         *CURRENT SURVEY CONTROL
 EC3029  ___________________________________________________________________
 EC3029* NAD 83(2001)-  34 00 31.56047(N)    081 13 30.62927(W)     ADJUSTED  
 EC3029* NAVD 88     -       101.975  (meters)     334.56   (feet)  ADJUSTED  
 EC3029  ___________________________________________________________________
 EC3029  X           -     807,421.124 (meters)                     COMP
 EC3029  Y           -  -5,230,824.269 (meters)                     COMP
 EC3029  Z           -   3,547,292.525 (meters)                     COMP
 EC3029  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 EC3029  ELLIP HEIGHT-          71.19  (meters)          (03/13/03) GPS OBS
 EC3029  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 EC3029  DYNAMIC HT  -         101.870 (meters)     334.22  (feet)  COMP
 EC3029  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 EC3029
 EC3029  HORZ ORDER  -  FIRST
 EC3029  VERT ORDER  -  FIRST     CLASS II
 EC3029  ELLP ORDER  -  FOURTH    CLASS II
 EC3029
 EC3029.The horizontal coordinates were established by GPS observations
 EC3029.and adjusted by the National Geodetic Survey in March 2003..
 EC3029
 EC3029.The orthometric height was determined by differential leveling
 EC3029.and adjusted by the National Geodetic Survey in March 1994..
 EC3029
 EC3029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3029
 EC3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3029
 EC3029.The ellipsoidal height was determined by GPS observations
 EC3029.and is referenced to NAD 83.
 EC3029
 EC3029.The geoid height was determined by GEOID03.
 EC3029
 EC3029.The dynamic height is computed by dividing the NAVD 88
 EC3029.geopotential number by the normal gravity value computed on the
 EC3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3029.degrees latitude (g = 980.6199 gals.).
 EC3029
 EC3029.The modeled gravity was interpolated from observed gravity values.
 EC3029
 EC3029;                    North         East     Units Scale Factor Converg.
 EC3029;SPC SC       -   241,269.926   588,803.357   MT  0.99981114   -0 07 29.4
 EC3029;SPC SC       -   791,568.00  1,931,769.54   iFT  0.99981114   -0 07 29.4
 EC3029;UTM  17      - 3,763,150.876   479,207.712   MT  0.99960533   -0 07 33.4
 EC3029
 EC3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3029!SPC SC       -   0.99998882  x   0.99981114  =   0.99979997
 EC3029!UTM  17      -   0.99998882  x   0.99960533  =   0.99959416
 EC3029
 EC3029                          SUPERSEDED SURVEY CONTROL
 EC3029
 EC3029  NAD 83(1986)-  34 00 31.57569(N)    081 13 30.63092(W) AD(       ) 1
 EC3029  NAD 83(1995)-  34 00 31.56063(N)    081 13 30.62931(W) AD(       ) 1
 EC3029  NAVD 88 (02/11/03)  101.97   (m)          334.5    (f) LEVELING    3  
 EC3029
 EC3029.Superseded values are not recommended for survey control.
 EC3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3029.See file dsdata.txt to determine how the superseded data were derived.
 EC3029
 EC3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7920863151(NAD 83)
 EC3029_MARKER: DD = SURVEY DISK
 EC3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3029_SP_SET: CONCRETE POST
 EC3029_STAMPING: 32 005 1993
 EC3029_MARK LOGO: SCGS  
 EC3029_PROJECTION: RECESSED 3 CENTIMETERS
 EC3029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3029+STABILITY: SURFACE MOTION
 EC3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3029+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 EC3029
 EC3029  HISTORY     - Date     Condition        Report By
 EC3029  HISTORY     - 1993     MONUMENTED       SCGS
 EC3029  HISTORY     - 20000612 GOOD             SCGS
 EC3029  HISTORY     - 20020520 GOOD             SCGS
 EC3029
 EC3029                          STATION DESCRIPTION
 EC3029
 EC3029'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3029'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH NORTHEAST OF LEXINGTON.
 EC3029'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE NORTHEAST JUNCTION
 EC3029'OF U.S. HIGHWAY 378 AND STATE HIGHWAY 6 (NORTH LAKE DRIVE) IN
 EC3029'LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.65 MILE (1.05 KM) TO THE
 EC3029'JUNCTION OF STATE ROAD 485 (OLD CHEROKEE ROAD), CONTINUE ON HIGHWAY 6
 EC3029'FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT NEAR A STONE SIGN
 EC3029'(CARRIAGE HILL LAKES) IN A MEDIAN AT THE ENTRANCE TO CARRIAGE HILL
 EC3029'LAKES SUBDIVISION (CUMBERLAND DRIVE). STATION IS A CONCRETE POST
 EC3029'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 2.0 FEET (0.6 M)
 EC3029'WEST NORTHWEST OF THE WEST EDGE OF THE CURB SURROUNDING THE MEDIAN,
 EC3029'37.8 FEET (11.5 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.9
 EC3029'FEET (1.5 M) EAST SOUTHEAST OF THE EAST FACE OF THE EAST STONE PILLAR
 EC3029'ON EACH END OF THE SIGN, 13.0 FEET (4.0 M) SOUTH SOUTHWEST OF THE
 EC3029'CENTER OF THE ENTRANCE TO CARRIAGE HILL LAKES, 16.4 FEET (5.0 M)
 EC3029'NORTH NORTHEAST OF THE EXIT OF CARRIAGE HILL LAKES, 32.8 FEET
 EC3029'(10.0 M) SOUTH SOUTHWEST OF A RIGHT OF WAY MARKER (PLASTIC CAP ON
 EC3029'RE-BAR). DESCRIBED BY C.E. GEOGHEGAN.
 EC3029
 EC3029                          STATION RECOVERY (2000)
 EC3029
 EC3029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 EC3029'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH NORTHEAST OF LEXINGTON.
 EC3029'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EC3029'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EC3029'JUNCTION OF U.S.  HIGHWAY 378 AND STATE HIGHWAY 6 (LAKE DRIVE) IN
 EC3029'LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.65 MILE (1.05 KM) TO THE
 EC3029'JUNCTION OF STATE ROAD 485 (OLD CHEROKEE ROAD) , CONTINUE ON HIGHWAY 6
 EC3029'FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT NEAR A STONE SIGN
 EC3029'(CARRIAGE HILL LAKES) IN A MEDIAN AT ENTRANCE TO CARRIAGE HILL LAKES
 EC3029'SUBDIVISION (CUMBERLAND DRIVE) .  STATION IS A CONCRETE POST RECESSED
 EC3029'0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 38.3 FEET
 EC3029'(11.7 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 5.0 FEET (1.5 M)
 EC3029'EAST SOUTHEAST OF THE EAST FACE OF THE EAST ONE OF TWO STONE PILLARS
 EC3029'OF THE SIGN, 2.0 FEET (0.6 M) WEST NORTHWEST OF THE WEST EDGE OF OF
 EC3029'THE CURB SURROUNDING THE MEDIAN, 12.8 FEET (3.9 M) SOUTH SOUTHWEST OF
 EC3029'THE CENTER OF THE ENTRANCE TO CARRIAGE HILL LAKES, 62.4 FEET (19.0 M)
 EC3029'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING (LEXINGTON
 EC3029'FOOT CLINIC) , 46.8 FEET (14.3 M) NORTH OF A POWER POLE NUMBER 473347
 EC3029'WITH A SECURITY LIGHT, TRANSFORMER AND GUY WIRE.  RECOVERED BY J.B.
 EC3029'SMOAK.
 EC3029
 EC3029                          STATION RECOVERY (2002)
 EC3029
 EC3029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EC3029'STATION IS LOCATED 2.0 MILES NORTH NORTHEAST OF LEXINGTON.
 EC3029'OWNERSHIP--SCDOT, DIRECTOR
 EC3029'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3029'803-737-1350.
 EC3029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 (SUNSET
 EC3029'BOULEVARD) AND
 EC3029'STATE HIGHWAY 6 (NORTH LAKE DRIVE), 0.8 MILE NORTH NORTHEAST OF
 EC3029'LEXINGTON, GO NORTH ON
 EC3029'HIGHWAY 6 FOR 0.6 MILE TO THE JUNCTION OF STATE ROAD 485 (OLD CHEROKEE
 EC3029'ROAD), CONTINUE
 EC3029'ON HIGHWAY 6 FOR 0.5 MILE TO THE STATION ON THE LEFT NEAR A STONE AND
 EC3029'WOOD SIGN FOR
 EC3029'CARRIAGE HILL LAKE AND IN THE MEDIAN DIVIDING A PAVED ROAD (CUMBERLAND
 EC3029'DRIVE).
 EC3029'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL WITH THE ROAD,
 EC3029'37.2 FEET WEST
 EC3029'NORTHWEST OF THE CENTER OF THE HIGHWAY, 12.7 FEET SOUTH SOUTHWEST OF
 EC3029'THE CENTER OF
 EC3029'THE ENTRANCE LANES OF CUMBERLAND DRIVE, 15.9 FEET NORTH NORTHEAST OF
 EC3029'THE CENTER OF
 EC3029'THE EXIT LANES OF CUMBERLAND DRIVE, 2.0 FEET WEST NORTHWEST OF THE
 EC3029'WEST EDGE OF THE
 EC3029'CONCRETE CURBING OF THE MEDIAN, 5.1 FEET EAST SOUTHEAST OF THE EAST
 EC3029'FACE OF THE STONE
 EC3029'SIGN.
 EC3029'RECOVERED BY T. HALL.
 EC3029' 
 EC3029' 
 EC3029' 
 EC3029' 
 EC3029' 
 EC3029' 
 EC3029'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3032 ***********************************************************************
 EC3032  DESIGNATION -  32 006
 EC3032  PID         -  EC3032
 EC3032  STATE/COUNTY-  SC/LEXINGTON
 EC3032  USGS QUAD   -  IRMO (1990)
 EC3032
 EC3032                         *CURRENT SURVEY CONTROL
 EC3032  ___________________________________________________________________
 EC3032* NAD 83(2001)-  34 01 39.41696(N)    081 13 15.69528(W)     ADJUSTED  
 EC3032* NAVD 88     -       121.518  (meters)     398.68   (feet)  ADJUSTED  
 EC3032  ___________________________________________________________________
 EC3032  X           -     807,623.795 (meters)                     COMP
 EC3032  Y           -  -5,229,625.822 (meters)                     COMP
 EC3032  Z           -   3,549,036.469 (meters)                     COMP
 EC3032  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 EC3032  ELLIP HEIGHT-          90.77  (meters)          (03/13/03) GPS OBS
 EC3032  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 EC3032  DYNAMIC HT  -         121.394 (meters)     398.27  (feet)  COMP
 EC3032  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 EC3032
 EC3032  HORZ ORDER  -  FIRST
 EC3032  VERT ORDER  -  FIRST     CLASS II
 EC3032  ELLP ORDER  -  FOURTH    CLASS II
 EC3032
 EC3032.The horizontal coordinates were established by GPS observations
 EC3032.and adjusted by the National Geodetic Survey in March 2003..
 EC3032
 EC3032.The orthometric height was determined by differential leveling
 EC3032.and adjusted by the National Geodetic Survey in March 1994..
 EC3032
 EC3032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3032
 EC3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3032
 EC3032.The ellipsoidal height was determined by GPS observations
 EC3032.and is referenced to NAD 83.
 EC3032
 EC3032.The geoid height was determined by GEOID03.
 EC3032
 EC3032.The dynamic height is computed by dividing the NAVD 88
 EC3032.geopotential number by the normal gravity value computed on the
 EC3032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3032.degrees latitude (g = 980.6199 gals.).
 EC3032
 EC3032.The modeled gravity was interpolated from observed gravity values.
 EC3032
 EC3032;                    North         East     Units Scale Factor Converg.
 EC3032;SPC SC       -   243,359.486   589,190.957   MT  0.99981314   -0 07 21.1
 EC3032;SPC SC       -   798,423.51  1,933,041.20   iFT  0.99981314   -0 07 21.1
 EC3032;UTM  17      - 3,765,239.996   479,595.273   MT  0.99960513   -0 07 25.3
 EC3032
 EC3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3032!SPC SC       -   0.99998575  x   0.99981314  =   0.99979889
 EC3032!UTM  17      -   0.99998575  x   0.99960513  =   0.99959089
 EC3032
 EC3032:                Primary Azimuth Mark                     Grid Az
 EC3032:SPC SC       -  LEX 89                                   116 06 52.1
 EC3032:UTM  17      -  LEX 89                                   116 06 56.3
 EC3032
 EC3032|---------------------------------------------------------------------|
 EC3032| PID    Reference Object                     Distance      Geod. Az  |
 EC3032|                                                           dddmmss.s |
 EC3032| DF3811 LEX 89                              499.868 METERS 1155931.0 |
 EC3032|---------------------------------------------------------------------|
 EC3032
 EC3032                          SUPERSEDED SURVEY CONTROL
 EC3032
 EC3032  NAD 83(1995)-  34 01 39.41715(N)    081 13 15.69535(W) AD(       ) 1
 EC3032  NAD 83(1986)-  34 01 39.43223(N)    081 13 15.69678(W) AD(       ) 1
 EC3032  NAVD 88 (02/11/03)  121.52   (m)          398.7    (f) LEVELING    3  
 EC3032
 EC3032.Superseded values are not recommended for survey control.
 EC3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3032.See file dsdata.txt to determine how the superseded data were derived.
 EC3032
 EC3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7959565240(NAD 83)
 EC3032_MARKER: DD = SURVEY DISK
 EC3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3032_SP_SET: CONCRETE POST
 EC3032_STAMPING: 32 006 1992
 EC3032_MARK LOGO: SCGS  
 EC3032_PROJECTION: FLUSH
 EC3032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3032+STABILITY: SURFACE MOTION
 EC3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3032+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2006
 EC3032
 EC3032  HISTORY     - Date     Condition        Report By
 EC3032  HISTORY     - 1993     MONUMENTED       SCGS
 EC3032  HISTORY     - 1998     GOOD             USPSQD
 EC3032  HISTORY     - 20000612 GOOD             SCGS
 EC3032  HISTORY     - 20020520 GOOD             SCGS
 EC3032  HISTORY     - 20060217 GOOD             SCGS
 EC3032
 EC3032                          STATION DESCRIPTION
 EC3032
 EC3032'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3032'STATION IS LOCATED 3.3 MILES (5.3 KM) NORTH NORTHEAST OF LEXINGTON,
 EC3032'4.55 MILES (7.32 KM) SOUTH SOUTHWEST OF IRMO. OWNERSHIP--SCDHPT,
 EC3032'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3032'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EC3032'HIGHWAYS 60 (NEWBERRY AVENUE) AND 6 (NORTH LAKE DRIVE), 2.6 MILES
 EC3032'(4.2 KM) SOUTHWEST OF IRMO, GO SOUTH ON HIGHWAY 6 FOR 2.7 MILES
 EC3032'(4.3 KM) TO THE JUNCTION OF STATE ROAD 939 (JAKES LANDING ROAD), TURN
 EC3032'RIGHT ON ROAD 939 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT
 EC3032'NEAR A WOOD RAIL FENCE CORNER. STATION IS A CONCRETE POST FLUSH WITH
 EC3032'THE GROUND AND LEVEL WITH THE ROAD, 12.9 FEET (3.9 M) SOUTH SOUTHWEST
 EC3032'OF THE CENTER OF THE ROAD, 126.8 FEET (38.6 M) WEST OF THE CENTER OF
 EC3032'THE HIGHWAY, 78.2 FEET (23.8 M) NORTH OF THE NORTHWEST CORNER OF A
 EC3032'GARAGE ATTACHED TO A WOOD AND BRICK TWO-STORY HOUSE, 3.2 FEET
 EC3032'(1.0 M) EAST SOUTHEAST OF THE CORNER POST OF THE FENCE, 35.5 FEET
 EC3032'(10.8 M) EAST OF A 0.8-FOOT SYCAMORE TREE IN THE YARD OF A MOBILE
 EC3032'HOME, 6.5 FEET (2.0 M) NORTH NORTHEAST OF A WITNESS POST IN A CHAIN
 EC3032'LINK FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3032
 EC3032                          STATION RECOVERY (1998)
 EC3032
 EC3032'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3032'RECOVERED IN GOOD CONDITION.
 EC3032
 EC3032                          STATION RECOVERY (2000)
 EC3032
 EC3032'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 EC3032'STATION IS LOCATED 3.3 MILES (5.3 KM) NORTH NORTHEAST OF LEXINGTON,
 EC3032'4.5 MILES (7.2 KM) SOUTH SOUTHWEST OF IRMO.  OWNERSHIP--SCDOT,
 EC3032'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EC3032'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EC3032'HIGHWAYS 60 (LAKE MURRAY BOULEVARD) , 6 (NORTH LAKE DRIVE) AND STATE
 EC3032'ROAD 107 (BUSH RIVER ROAD) , 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO
 EC3032'SOUTH ON HIGHWAY 6 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION OF STATE
 EC3032'ROAD 939 (JAKES LANDING ROAD) , TURN RIGHT ON ROAD 939 FOR 0.05 MILE
 EC3032'(0.08 KM) TO THE STATION ON THE LEFT NEAR A WOOD RAIL CORNER POST.
 EC3032'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH
 EC3032'ROAD 939, 14.6 FEET (4.5 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD,
 EC3032'128.1 FEET (39.0 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 3.2
 EC3032'FEET (1.0 M) EAST SOUTHEAST OF THE WOODEN FENCE CORNER POST, 48.8 FEET
 EC3032'(14.9 M) WEST SOUTHWEST OF A POWER POLE NUMBER 480393 WITH TWO GUY
 EC3032'WIRES AND A SECURITY LIGHT, 6.6 FEET (2.0 M) NORTH NORTHEAST OF A
 EC3032'WITNESS POST IN A CHAIN LINK FENCE LINE.  RECOVERED BY J.B.  SMOAK.
 EC3032
 EC3032                          STATION RECOVERY (2002)
 EC3032
 EC3032'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EC3032'STATION IS LOCATED 3.3 MILES NORTH NORTHEAST OF LEXINGTON.
 EC3032'OWNERSHIP--SCDOT, DIRECTOR
 EC3032'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3032'803-737-1350.
 EC3032'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 (BUSH RIVER
 EC3032'ROAD), 60 (LAKE
 EC3032'MURRAY BOULEVARD) AND STATE ROAD 32 (BUSH RIVER ROAD), 2.6 MILES
 EC3032'SOUTHWEST OF IRMO, GO
 EC3032'SOUTH ON HIGHWAY 6 FOR 2.7 MILES TO THE JUNCTION OF STATE ROAD 939
 EC3032'(JAKES LANDING ROAD),
 EC3032'TURN LEFT ON ROAD 939 FOR 0.05 MILE TO THE STATION ON THE LEFT NEAR A
 EC3032'WOODEN RAIL FENCE
 EC3032'CORNER.
 EC3032'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROAD,
 EC3032'13.5
 EC3032'FEET SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 7.2 FEET NORTHEAST OF
 EC3032'A
 EC3032'CHAIN LINK FENCE CORNER POST, 3.0 FEET EAST SOUTHWEST OF A WOODEN
 EC3032'FENCE
 EC3032'CORNER POST, 49.0 FEET WEST SOUTHWEST OF A POWER POLE NUMBER 450393
 EC3032'WITH A
 EC3032'SECURITY LIGHT AND GUY WIRE, 6.8 FEET NORTH NORTHEAST OF A WITNESS
 EC3032'POST.
 EC3032'RECOVERED BY T. HALL.
 EC3032' 
 EC3032' 
 EC3032' 
 EC3032'
 EC3032
 EC3032                          STATION RECOVERY (2006)
 EC3032
 EC3032'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (DDW)
 EC3032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3037 ***********************************************************************
 EC3037  DESIGNATION -  32 007
 EC3037  PID         -  EC3037
 EC3037  STATE/COUNTY-  SC/LEXINGTON
 EC3037  USGS QUAD   -  IRMO (1990)
 EC3037
 EC3037                         *CURRENT SURVEY CONTROL
 EC3037  ___________________________________________________________________
 EC3037* NAD 83(1986)-  34 04 16.     (N)    081 13 37.     (W)     SCALED    
 EC3037* NAVD 88     -       119.576  (meters)     392.31   (feet)  ADJUSTED  
 EC3037  ___________________________________________________________________
 EC3037  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EC3037  DYNAMIC HT  -         119.456 (meters)     391.92  (feet)  COMP
 EC3037  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 EC3037
 EC3037  VERT ORDER  -  FIRST     CLASS II
 EC3037
 EC3037.The horizontal coordinates were scaled from a topographic map and have
 EC3037.an estimated accuracy of +/- 6 seconds.
 EC3037
 EC3037.The orthometric height was determined by differential leveling
 EC3037.and adjusted by the National Geodetic Survey in March 1994..
 EC3037
 EC3037.The geoid height was determined by GEOID03.
 EC3037
 EC3037.The dynamic height is computed by dividing the NAVD 88
 EC3037.geopotential number by the normal gravity value computed on the
 EC3037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3037.degrees latitude (g = 980.6199 gals.).
 EC3037
 EC3037.The modeled gravity was interpolated from observed gravity values.
 EC3037
 EC3037;                    North         East    Units  Estimated Accuracy
 EC3037;SPC SC       -   248,180.      588,660.      MT  (+/- 180 meters Scaled)
 EC3037
 EC3037                          SUPERSEDED SURVEY CONTROL
 EC3037
 EC3037.No superseded survey control is available for this station.
 EC3037
 EC3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT790700(NAD 83)
 EC3037_MARKER: DD = SURVEY DISK
 EC3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3037_SP_SET: CONCRETE POST
 EC3037_STAMPING: 32 007 1993
 EC3037_MARK LOGO: SCGS  
 EC3037_PROJECTION: FLUSH
 EC3037_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3037+STABILITY: SURFACE MOTION
 EC3037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3037+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 EC3037
 EC3037  HISTORY     - Date     Condition        Report By
 EC3037  HISTORY     - 1993     MONUMENTED       SCGS
 EC3037  HISTORY     - 1998     GOOD             USPSQD
 EC3037  HISTORY     - 20011203 GOOD             SCGS
 EC3037
 EC3037                          STATION DESCRIPTION
 EC3037
 EC3037'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3037'STATION IS LOCATED 2.7 MILES (4.3 KM) WEST SOUTHWEST OF IRMO.
 EC3037'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3037'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3037'JUNCTION OF STATE HIGHWAYS 60 (NEWBERRY AVENUE) AND 6 (NORTH LAKE
 EC3037'DRIVE), 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO WEST NORTHWEST ON
 EC3037'HIGHWAY 6 FOR 0.5 MILE (0.8 KM) TO THE STATION NEAR A POWER POLE IN
 EC3037'THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 867 (SHULER ROAD).
 EC3037'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3037'(15.2 CM) ABOVE THE HIGHWAY, 33.0 FEET (10.1 M) SOUTHWEST OF THE
 EC3037'CENTER OF THE HIGHWAY, 46.0 FEET (14.0 M) NORTHWEST OF THE CENTER OF
 EC3037'THE ROAD, 10.1 FEET (3.1 M) SOUTHEAST OF THE POWER POLE NUMBER 335321
 EC3037'WITH TWO GUY WIRES AND A 0.3-FOOT CONDUIT, 22.2 FEET (6.8 M) WEST OF
 EC3037'THE CENTER OF A MANHOLE COVER, 29.0 FEET (8.8 M) WEST NORTHWEST OF
 EC3037'THE NORTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EC3037'ROAD, 9.5 FEET (2.9 M) EAST NORTHEAST OF A WITNESS POST NEXT TO A
 EC3037'STONE PILLAR AND A BOARD FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3037
 EC3037                          STATION RECOVERY (1998)
 EC3037
 EC3037'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3037'RECOVERED IN GOOD CONDITION.
 EC3037
 EC3037                          STATION RECOVERY (2001)
 EC3037
 EC3037'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3037'STATION IS LOCATED 2.6 MILES WEST SOUTHWEST OF IRMO, 6.2 MILES NORTH
 EC3037'OF
 EC3037'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 EC3037'191, COLUMBIA, SC
 EC3037'29202, PHONE 803-737-1350.
 EC3037'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 (LAKE
 EC3037'MURRAY
 EC3037'BOULEVARD), 6 (NORTH LAKE DRIVE) AND STATE ROAD 107 (BUSH RIVER ROAD),
 EC3037'2.5 MILES
 EC3037'SOUTHWEST OF IRMO, GO WEST NORTHWEST ON HIGHWAY 6 FOR 0.5 MILE TO THE
 EC3037'STATION
 EC3037'ON THE LEFT NEAR A POWER POLE IN THE NORTHWEST ANGLE OF THE JUNCTION
 EC3037'OF STATE
 EC3037'ROAD 867 (SHULER ROAD).
 EC3037'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC3037'HIGHWAY, 8.5
 EC3037'FEET EAST OF A WOODEN FENCE LINE FOR NORTHLAKE HOMES, 32.8 FEET
 EC3037'SOUTHWEST OF THE
 EC3037'CENTER OF THE HIGHWAY, 46.9 FEET NORTHWEST OF THE CENTER OF THE ROAD,
 EC3037'10.4 FEET
 EC3037'SOUTHEAST OF THE POWER POLE NUMBER 335321 WITH SECURITY LIGHT, 22.3
 EC3037'FEET WEST OF THE
 EC3037'CENTER OF A MANHOLE COVER, 25.8 FEET WEST NORTHWEST OF THE NORTHWEST
 EC3037'END OF A
 EC3037'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 9.5 FEET EAST
 EC3037'NORTHEAST OF A
 EC3037'WITNESS POST.
 EC3037'RECOVERED BY R.P. MCKEOWN.
 EC3037'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3038 ***********************************************************************
 EC3038  DESIGNATION -  32 008
 EC3038  PID         -  EC3038
 EC3038  STATE/COUNTY-  SC/LEXINGTON
 EC3038  USGS QUAD   -  IRMO (1990)
 EC3038
 EC3038                         *CURRENT SURVEY CONTROL
 EC3038  ___________________________________________________________________
 EC3038* NAD 83(1986)-  34 04 41.     (N)    081 13 45.     (W)     SCALED    
 EC3038* NAVD 88     -       119.911  (meters)     393.41   (feet)  ADJUSTED  
 EC3038  ___________________________________________________________________
 EC3038  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 EC3038  DYNAMIC HT  -         119.790 (meters)     393.01  (feet)  COMP
 EC3038  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 EC3038
 EC3038  VERT ORDER  -  FIRST     CLASS II
 EC3038
 EC3038.The horizontal coordinates were scaled from a topographic map and have
 EC3038.an estimated accuracy of +/- 6 seconds.
 EC3038
 EC3038.The orthometric height was determined by differential leveling
 EC3038.and adjusted by the National Geodetic Survey in March 1994..
 EC3038
 EC3038.The geoid height was determined by GEOID03.
 EC3038
 EC3038.The dynamic height is computed by dividing the NAVD 88
 EC3038.geopotential number by the normal gravity value computed on the
 EC3038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3038.degrees latitude (g = 980.6199 gals.).
 EC3038
 EC3038.The modeled gravity was interpolated from observed gravity values.
 EC3038
 EC3038;                    North         East    Units  Estimated Accuracy
 EC3038;SPC SC       -   248,960.      588,450.      MT  (+/- 180 meters Scaled)
 EC3038
 EC3038                          SUPERSEDED SURVEY CONTROL
 EC3038
 EC3038.No superseded survey control is available for this station.
 EC3038
 EC3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT788708(NAD 83)
 EC3038_MARKER: DD = SURVEY DISK
 EC3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3038_SP_SET: CONCRETE POST
 EC3038_STAMPING: 32 008 1993
 EC3038_MARK LOGO: SCGS  
 EC3038_PROJECTION: FLUSH
 EC3038_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3038+STABILITY: SURFACE MOTION
 EC3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3038+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 EC3038
 EC3038  HISTORY     - Date     Condition        Report By
 EC3038  HISTORY     - 1993     MONUMENTED       SCGS
 EC3038  HISTORY     - 1998     GOOD             USPSQD
 EC3038  HISTORY     - 20011203 GOOD             SCGS
 EC3038
 EC3038                          STATION DESCRIPTION
 EC3038
 EC3038'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3038'STATION IS LOCATED 2.7 MILES (4.3 KM) WEST OF IRMO. OWNERSHIP--SCDHPT,
 EC3038'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3038'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EC3038'HIGHWAYS 60 (NEWBERRY AVENUE) AND 6 (NORTH LAKE DRIVE), 2.6 MILES
 EC3038'(4.2 KM) SOUTHWEST OF IRMO, GO WEST NORTHWEST ON HIGHWAY 6 FOR 1.1
 EC3038'MILES (1.8 KM) TO THE STATION NEAR A RAIL FENCE IN THE SOUTH ANGLE OF
 EC3038'THE JUNCTION OF STATE ROAD 1461 (SELWOOD LANE). STATION IS A CONCRETE
 EC3038'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 30.2 FEET
 EC3038'(9.2 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 41.3 FEET
 EC3038'(12.6 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 67.1 FEET
 EC3038'(20.5 M) SOUTH SOUTHWEST OF A POWER POLE NUMBER 216237 WITH SECURITY
 EC3038'LIGHT, TRANSFORMER AND TWO GUY WIRES, 80.3 FEET (24.5 M) SOUTH
 EC3038'SOUTHWEST OF A FIRE HYDRANT NUMBER 04095, 105.7 FEET (32.2 M)
 EC3038'NORTHEAST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 EC3038'A DRIVEWAY LEADING BEHIND A BRICK HOUSE, 2.7 FEET (0.8 M) WEST
 EC3038'NORTHWEST OF A WITNESS POST AT THE FENCE LINE. DESCRIBED BY C.E.
 EC3038'GEOGHEGAN.
 EC3038
 EC3038                          STATION RECOVERY (1998)
 EC3038
 EC3038'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3038'RECOVERED IN GOOD CONDITION.
 EC3038
 EC3038                          STATION RECOVERY (2001)
 EC3038
 EC3038'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3038'STATION IS LOCATED 2.6 MILES WEST OF IRMO, 6.6 MILES NORTH OF
 EC3038'LEXINGTON. OWNERSHIP--SCDOT,
 EC3038'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3038'803-737-1350.
 EC3038'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 (LAKE
 EC3038'MURRAY
 EC3038'BOULEVARD), 6 (NORTH LAKE DRIVE) AND STATE ROAD 107 (BUSH RIVER ROAD),
 EC3038'2.5 MILES
 EC3038'SOUTHWEST OF IRMO, GO WEST NORTHWEST ON HIGHWAY 6 FOR 1.1 MILES TO THE
 EC3038'STATION ON
 EC3038'THE RIGHT NEAR A WOODEN FENCE LINE IN THE SOUTH ANGLE OF THE JUNCTION
 EC3038'OF STATE ROAD
 EC3038'1461 (EAST SELWOOD LANE).
 EC3038'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 EC3038'THE ROAD, 16.2 FEET
 EC3038'SOUTHWEST OF A FENCE CORNER POST WITH A SCGS REFERENCE WASHER
 EC3038'ATTACHED, 30.5 FEET
 EC3038'EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 39.4 FEET SOUTH SOUTHWEST
 EC3038'OF THE CENTER
 EC3038'OF THE ROAD, 81.0 FEET SOUTH SOUTHWEST OF A FIRE HYDRANT, 3.0 FEET
 EC3038'WEST NORTHWEST OF
 EC3038'THE FENCE LINE, 105.4 FEET NORTHEAST OF THE NORTH END OF A 1.2-FOOT
 EC3038'CONCRETE PIPE
 EC3038'CULVERT BENEATH A DRIVEWAY TO A TWO STORY BRICK HOUSE NUMBER 100, 2.8
 EC3038'FEET WEST
 EC3038'NORTHWEST OF A WITNESS POST.
 EC3038'RECOVERED BY R.P. MCKEOWN.
 EC3038' 
 EC3038'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3039 ***********************************************************************
 EC3039  DESIGNATION -  32 009
 EC3039  PID         -  EC3039
 EC3039  STATE/COUNTY-  SC/LEXINGTON
 EC3039  USGS QUAD   -  IRMO (1990)
 EC3039
 EC3039                         *CURRENT SURVEY CONTROL
 EC3039  ___________________________________________________________________
 EC3039* NAD 83(1986)-  34 04 20.     (N)    081 12 53.     (W)     SCALED    
 EC3039* NAVD 88     -       104.660  (meters)     343.37   (feet)  ADJUSTED  
 EC3039  ___________________________________________________________________
 EC3039  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 EC3039  DYNAMIC HT  -         104.555 (meters)     343.03  (feet)  COMP
 EC3039  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 EC3039
 EC3039  VERT ORDER  -  FIRST     CLASS II
 EC3039
 EC3039.The horizontal coordinates were scaled from a topographic map and have
 EC3039.an estimated accuracy of +/- 6 seconds.
 EC3039
 EC3039.The orthometric height was determined by differential leveling
 EC3039.and adjusted by the National Geodetic Survey in March 1994..
 EC3039
 EC3039.The geoid height was determined by GEOID03.
 EC3039
 EC3039.The dynamic height is computed by dividing the NAVD 88
 EC3039.geopotential number by the normal gravity value computed on the
 EC3039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3039.degrees latitude (g = 980.6199 gals.).
 EC3039
 EC3039.The modeled gravity was interpolated from observed gravity values.
 EC3039
 EC3039;                    North         East    Units  Estimated Accuracy
 EC3039;SPC SC       -   248,310.      589,780.      MT  (+/- 180 meters Scaled)
 EC3039
 EC3039                          SUPERSEDED SURVEY CONTROL
 EC3039
 EC3039.No superseded survey control is available for this station.
 EC3039
 EC3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT801701(NAD 83)
 EC3039_MARKER: DD = SURVEY DISK
 EC3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3039_SP_SET: CONCRETE POST
 EC3039_STAMPING: 32 009 1993
 EC3039_MARK LOGO: SCGS  
 EC3039_PROJECTION: FLUSH
 EC3039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3039+STABILITY: SURFACE MOTION
 EC3039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3039+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 EC3039
 EC3039  HISTORY     - Date     Condition        Report By
 EC3039  HISTORY     - 1993     MONUMENTED       SCGS
 EC3039  HISTORY     - 1998     GOOD             USPSQD
 EC3039  HISTORY     - 20011203 GOOD             SCGS
 EC3039
 EC3039                          STATION DESCRIPTION
 EC3039
 EC3039'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3039'STATION IS LOCATED 2.0 MILES (3.2 KM) WEST SOUTHWEST OF IRMO
 EC3039'OWNERSHIP--THE METAL WORKS, GLENN LIVINGSTON, 2217 NEWBERRY AVENUE,
 EC3039'COLUMBIA, SC 29212, PHONE 803-749-1030. TO REACH THE STATION FROM THE
 EC3039'JUNCTION OF STATE HIGHWAYS 60 (NEWBERRY AVENUE) AND 6 (NORTH LAKE
 EC3039'DRIVE), 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO WEST NORTHWEST ON
 EC3039'HIGHWAY 60 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE RIGHT NEAR A
 EC3039'CHAIN LINK FENCE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EC3039'AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 39.8 FEET (12.1 M) SOUTHEAST
 EC3039'OF THE CENTER OF THE HIGHWAY, 19.0 FEET (5.8 M) NORTHEAST OF THE
 EC3039'NORTHEAST GATE POST OF THE FENCE, 48.9 FEET (14.9 M) EAST NORTHEAST
 EC3039'OF THE NORTH LEG OF A SIGN (THE METAL WORKS INCORPORATED), 47.0 FEET
 EC3039'(14.3 M) SOUTH SOUTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE
 EC3039'CULVERT BENEATH A DRIVEWAY LEADING TO A MASONITE-SIDED HOUSE, 53.9
 EC3039'FEET (16.4 M) NORTHEAST OF A POWER POLE NUMBER 384933 WITH A FLOOD
 EC3039'LIGHT, 3.6 FEET (1.1 M) NORTH NORTHWEST OF A WITNESS POST AT THE
 EC3039'FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3039
 EC3039                          STATION RECOVERY (1998)
 EC3039
 EC3039'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3039'RECOVERED IN GOOD CONDITION.
 EC3039
 EC3039                          STATION RECOVERY (2001)
 EC3039
 EC3039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3039'STATION IS LOCATED 2.0 MILES WEST SOUTHWEST OF IRMO, 6.3 MILES NORTH
 EC3039'OF LEXINGTON.
 EC3039'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 EC3039'SC
 EC3039'29202, PHONE 803-737-1350.
 EC3039'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 (LAKE
 EC3039'MURRAY
 EC3039'BOULEVARD), 6 (NORTH LAKE DRIVE) AND STATE ROAD 107 (BUSH RIVER ROAD),
 EC3039'2.5 MILES
 EC3039'SOUTHWEST OF IRMO, GO NORTH NORTHEAST ON HIGHWAY 60 FOR 0.6 MILE TO
 EC3039'THE STATION ON
 EC3039'THE RIGHT NEAR THE FENCE LINE IN THE EAST ANGLE OF THE ENTRANCE TO A
 EC3039'METAL BUILDING
 EC3039'(TREVETTS MAILING SERVICE, 2217 LAKE MURRARY BOULEVARD).
 EC3039'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET BELOW
 EC3039'THE HIGHWAY,
 EC3039'46.9 FEET SOUTHWEST OF THE WEST END OF A 1.2-FOOT CONCRETE PIPE
 EC3039'CULVERT BENEATH A
 EC3039'DRIVEWAY TO A MASONITE HOUSE NUMBER 2210, 39.8 FEET SOUTH SOUTHEAST OF
 EC3039'THE
 EC3039'CENTER OF THE ROAD, 3.9 FEET NORTH NORTHWEST OF THE CHAIN LINK FENCE
 EC3039'LINE, 18.6 FEET
 EC3039'WEST OF A CHAIN LINK FENCE CORNER POST, 19.0 FEET EAST NORTHEAST OF A
 EC3039'CHAIN LINK
 EC3039'GATE POST, 18.3 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EC3039'METAL MAILBOX
 EC3039'SUPPORT POST, 3.8 FEET NORTH NORTHWEST OF A WITNESS POST.
 EC3039'RECOVERED BY R.P. MCKEOWN.
 EC3039' 
 EC3039'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3040 ***********************************************************************
 EC3040  DESIGNATION -  32 010
 EC3040  PID         -  EC3040
 EC3040  STATE/COUNTY-  SC/LEXINGTON
 EC3040  USGS QUAD   -  IRMO (1990)
 EC3040
 EC3040                         *CURRENT SURVEY CONTROL
 EC3040  ___________________________________________________________________
 EC3040* NAD 83(2001)-  34 04 35.64420(N)    081 12 26.87760(W)     ADJUSTED  
 EC3040* NAVD 88     -        88.834  (meters)     291.45   (feet)  ADJUSTED  
 EC3040  ___________________________________________________________________
 EC3040  X           -     808,392.601 (meters)                     COMP
 EC3040  Y           -  -5,226,403.062 (meters)                     COMP
 EC3040  Z           -   3,553,517.107 (meters)                     COMP
 EC3040  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 EC3040  ELLIP HEIGHT-          58.16  (meters)          (03/13/03) GPS OBS
 EC3040  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 EC3040  DYNAMIC HT  -          88.745 (meters)     291.16  (feet)  COMP
 EC3040  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 EC3040
 EC3040  HORZ ORDER  -  FIRST
 EC3040  VERT ORDER  -  FIRST     CLASS II
 EC3040  ELLP ORDER  -  FOURTH    CLASS II
 EC3040
 EC3040.The horizontal coordinates were established by GPS observations
 EC3040.and adjusted by the National Geodetic Survey in March 2003..
 EC3040
 EC3040.The orthometric height was determined by differential leveling
 EC3040.and adjusted by the National Geodetic Survey in March 1994..
 EC3040
 EC3040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3040
 EC3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3040
 EC3040.The ellipsoidal height was determined by GPS observations
 EC3040.and is referenced to NAD 83.
 EC3040
 EC3040.The geoid height was determined by GEOID03.
 EC3040
 EC3040.The dynamic height is computed by dividing the NAVD 88
 EC3040.geopotential number by the normal gravity value computed on the
 EC3040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3040.degrees latitude (g = 980.6199 gals.).
 EC3040
 EC3040.The modeled gravity was interpolated from observed gravity values.
 EC3040
 EC3040;                    North         East     Units Scale Factor Converg.
 EC3040;SPC SC       -   248,785.800   590,453.994   MT  0.99981883   -0 06 54.1
 EC3040;SPC SC       -   816,226.38  1,937,185.02   iFT  0.99981883   -0 06 54.1
 EC3040;UTM  17      - 3,770,665.138   480,858.156   MT  0.99960452   -0 06 58.5
 EC3040
 EC3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3040!SPC SC       -   0.99999087  x   0.99981883  =   0.99980970
 EC3040!UTM  17      -   0.99999087  x   0.99960452  =   0.99959539
 EC3040
 EC3040:                Primary Azimuth Mark                     Grid Az
 EC3040:SPC SC       -  32 011                                   064 23 45.9
 EC3040:UTM  17      -  32 011                                   064 23 50.3
 EC3040
 EC3040|---------------------------------------------------------------------|
 EC3040| PID    Reference Object                     Distance      Geod. Az  |
 EC3040|                                                           dddmmss.s |
 EC3040| EC3041 32 011                              APPROX. 0.8 KM 0641651.8 |
 EC3040|---------------------------------------------------------------------|
 EC3040
 EC3040                          SUPERSEDED SURVEY CONTROL
 EC3040
 EC3040  NAD 83(1986)-  34 04 35.65958(N)    081 12 26.87897(W) AD(       ) 1
 EC3040  NAD 83(1995)-  34 04 35.64436(N)    081 12 26.87771(W) AD(       ) 1
 EC3040  ELLIP H (02/11/03)   58.15   (m)                       GP(       ) 4 2
 EC3040  NAVD 88 (02/11/03)   88.83   (m)          291.4    (f) LEVELING    3  
 EC3040
 EC3040.Superseded values are not recommended for survey control.
 EC3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3040.See file dsdata.txt to determine how the superseded data were derived.
 EC3040
 EC3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8085870665(NAD 83)
 EC3040_MARKER: DD = SURVEY DISK
 EC3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3040_SP_SET: CONCRETE POST
 EC3040_STAMPING: 32 010 1993
 EC3040_MARK LOGO: SCGS  
 EC3040_PROJECTION: FLUSH
 EC3040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3040+STABILITY: SURFACE MOTION
 EC3040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3040+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 EC3040
 EC3040  HISTORY     - Date     Condition        Report By
 EC3040  HISTORY     - 1993     MONUMENTED       SCGS
 EC3040  HISTORY     - 1998     GOOD             USPSQD
 EC3040  HISTORY     - 20011203 GOOD             SCGS
 EC3040
 EC3040                          STATION DESCRIPTION
 EC3040
 EC3040'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3040'STATION IS LOCATED 1.5 MILES (2.4 KM) WEST SOUTHWEST OF IRMO.
 EC3040'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3040'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3040'JUNCTION OF STATE HIGHWAYS 60 (NEWBERRY AVENUE) AND 6 (NORTH LAKE
 EC3040'DRIVE), 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO WEST NORTHWEST ON
 EC3040'HIGHWAY 60 FOR 1.15 MILES (1.85 KM) TO THE STATION NEAR A BILLBOARD
 EC3040'IN THE NORTH ANGLE OF THE ENTRANCE TO THE PARKING AREA FOR CAROLINA
 EC3040'TACKLE INCORPORATED, 0.4 MILE (0.6 KM) WEST SOUTHWEST OF THE JUNCTION
 EC3040'OF STATE ROAD 239 (WEED DRIVE). STATION IS A CONCRETE POST FLUSH WITH
 EC3040'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 32.0 FEET
 EC3040'(9.8 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 27.0 FEET
 EC3040'(8.2 M) EAST NORTHEAST OF THE CENTER OF THE ENTRANCE DRIVEWAY, 24.4
 EC3040'FEET (7.4 M) SOUTH SOUTHEAST OF THE BILLBOARD SUPPORT COLUMN, 117.0
 EC3040'FEET (35.7 M) SOUTHEAST OF THE EAST CORNER OF A METAL BUILDING
 EC3040'(CAROLINA TACKLE INCORPORATED), 128.6 FEET (39.2 M) NORTH OF THE
 EC3040'NORTH CORNER OF A STUCCO AND CONCRETE BLOCK HOUSE, 116.9 FEET
 EC3040'(35.6 M) EAST NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 21.1 FEET
 EC3040'(6.4 M) SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED BY C.E.
 EC3040'GEOGHEGAN.
 EC3040
 EC3040                          STATION RECOVERY (1998)
 EC3040
 EC3040'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3040'RECOVERED IN GOOD CONDITION.
 EC3040
 EC3040                          STATION RECOVERY (2001)
 EC3040
 EC3040'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3040'STATION IS LOCATED 1.5 MILES WEST SOUTHWEST OF IRMO, 6.7 MILES NORTH
 EC3040'NORTHEAST OF
 EC3040'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 EC3040'191, COLUMBIA, SC
 EC3040'29202, PHONE 803-737-1350.
 EC3040'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 (LAKE
 EC3040'MURRAY
 EC3040'BOULEVARD), 6 (NORTH LAKE DRIVE) AND STATE ROAD 107 (BUSH RIVER ROAD),
 EC3040'2.5 MILES
 EC3040'SOUTHWEST OF IRMO, GO NORTH NORTHEAST ON HIGHWAY 60 FOR 1.15 MILES TO
 EC3040'THE
 EC3040'STATION ON THE LEFT IN THE NORTH ANGLE OF THE ENTRANCE DRIVE TO A
 EC3040'METAL
 EC3040'BUILDING (WHOLESALE TACKLE, 2016 LAKE MURRAY BOULEVARD).
 EC3040'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 EC3040'THE HIGHWAY,
 EC3040'32.1 FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD, 24.5 FEET SOUTH
 EC3040'SOUTHEAST
 EC3040'OF A BILLBOARD SUPPORT POST, 117.0 FEET EAST NORTHEAST OF A POWER POLE
 EC3040'WITH
 EC3040'TRANSFORMER AND SECURITY LIGHT, 17.6 FEET SOUTHEAST OF A METAL PIPE
 EC3040'GATE POST,
 EC3040'117.4 FEET SOUTHEAST OF THE EAST CORNER OF A METAL BUILDING, 21.1 FEET
 EC3040'SOUTHEAST OF
 EC3040'A WITNESS POST.
 EC3040'RECOVERED BY R.P. MCKEOWN.
 EC3040' 
 EC3040' 
 EC3040'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3041 ***********************************************************************
 EC3041  DESIGNATION -  32 011
 EC3041  PID         -  EC3041
 EC3041  STATE/COUNTY-  SC/LEXINGTON
 EC3041  USGS QUAD   -  IRMO (1990)
 EC3041
 EC3041                         *CURRENT SURVEY CONTROL
 EC3041  ___________________________________________________________________
 EC3041* NAD 83(2001)-  34 04 46.82264(N)    081 11 58.98482(W)     ADJUSTED  
 EC3041* NAVD 88     -        95.416  (meters)     313.04   (feet)  ADJUSTED  
 EC3041  ___________________________________________________________________
 EC3041  X           -     809,070.656 (meters)                     COMP
 EC3041  Y           -  -5,226,108.352 (meters)                     COMP
 EC3041  Z           -   3,553,806.075 (meters)                     COMP
 EC3041  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 EC3041  ELLIP HEIGHT-          64.73  (meters)          (03/13/03) GPS OBS
 EC3041  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 EC3041  DYNAMIC HT  -          95.320 (meters)     312.73  (feet)  COMP
 EC3041  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 EC3041
 EC3041  HORZ ORDER  -  FIRST
 EC3041  VERT ORDER  -  FIRST     CLASS II
 EC3041  ELLP ORDER  -  FOURTH    CLASS II
 EC3041
 EC3041.The horizontal coordinates were established by GPS observations
 EC3041.and adjusted by the National Geodetic Survey in March 2003..
 EC3041
 EC3041.The orthometric height was determined by differential leveling
 EC3041.and adjusted by the National Geodetic Survey in March 1994..
 EC3041
 EC3041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3041
 EC3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3041
 EC3041.The ellipsoidal height was determined by GPS observations
 EC3041.and is referenced to NAD 83.
 EC3041
 EC3041.The geoid height was determined by GEOID03.
 EC3041
 EC3041.The dynamic height is computed by dividing the NAVD 88
 EC3041.geopotential number by the normal gravity value computed on the
 EC3041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3041.degrees latitude (g = 980.6199 gals.).
 EC3041
 EC3041.The modeled gravity was interpolated from observed gravity values.
 EC3041
 EC3041;                    North         East     Units Scale Factor Converg.
 EC3041;SPC SC       -   249,128.760   591,169.683   MT  0.99981922   -0 06 38.6
 EC3041;SPC SC       -   817,351.57  1,939,533.08   iFT  0.99981922   -0 06 38.6
 EC3041;UTM  17      - 3,771,008.009   481,573.698   MT  0.99960419   -0 06 42.9
 EC3041
 EC3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3041!SPC SC       -   0.99998984  x   0.99981922  =   0.99980906
 EC3041!UTM  17      -   0.99998984  x   0.99960419  =   0.99959403
 EC3041
 EC3041:                Primary Azimuth Mark                     Grid Az
 EC3041:SPC SC       -  32 010                                   244 23 46.0
 EC3041:UTM  17      -  32 010                                   244 23 50.3
 EC3041
 EC3041|---------------------------------------------------------------------|
 EC3041| PID    Reference Object                     Distance      Geod. Az  |
 EC3041|                                                           dddmmss.s |
 EC3041| EC3040 32 010                              APPROX. 0.8 KM 2441707.4 |
 EC3041|---------------------------------------------------------------------|
 EC3041
 EC3041                          SUPERSEDED SURVEY CONTROL
 EC3041
 EC3041  NAD 83(1986)-  34 04 46.83801(N)    081 11 58.98627(W) AD(       ) 1
 EC3041  NAD 83(1995)-  34 04 46.82278(N)    081 11 58.98502(W) AD(       ) 1
 EC3041  NAVD 88 (02/11/03)   95.42   (m)          313.1    (f) LEVELING    3  
 EC3041
 EC3041.Superseded values are not recommended for survey control.
 EC3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3041.See file dsdata.txt to determine how the superseded data were derived.
 EC3041
 EC3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8157471008(NAD 83)
 EC3041_MARKER: DD = SURVEY DISK
 EC3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3041_SP_SET: CONCRETE POST
 EC3041_STAMPING: 32 011 1993
 EC3041_MARK LOGO: SCGS  
 EC3041_PROJECTION: FLUSH
 EC3041_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3041+STABILITY: SURFACE MOTION
 EC3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3041+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 EC3041
 EC3041  HISTORY     - Date     Condition        Report By
 EC3041  HISTORY     - 1993     MONUMENTED       SCGS
 EC3041  HISTORY     - 1998     GOOD             USPSQD
 EC3041  HISTORY     - 20011203 GOOD             SCGS
 EC3041
 EC3041                          STATION DESCRIPTION
 EC3041
 EC3041'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3041'STATION IS LOCATED 1.0 MILE (1.6 KM) WEST SOUTHWEST OF IRMO
 EC3041'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3041'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3041'JUNCTION OF STATE HIGHWAYS 60 (NEWBERRY AVENUE) AND 6 (NORTH LAKE
 EC3041'DRIVE), 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO WEST NORTHWEST ON
 EC3041'HIGHWAY 60 FOR 1.55 MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD 239
 EC3041'(WEED DRIVE), CONTINUE ON HIGHWAY 60 FOR 0.1 MILE (0.2 KM) TO THE
 EC3041'STATION IN THE NORTH ANGLE OF THE EAST NORTHEAST END OF A HORSESHOE
 EC3041'DRIVEWAY LEADING TO A SMALL WOODEN HOUSE. STATION IS A CONCRETE POST
 EC3041'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 32.0 FEET (9.8 M)
 EC3041'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.8 FEET (2.1 M) NORTH
 EC3041'OF THE NORTHEAST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EC3041'DRIVEWAY, 22.2 FEET (6.8 M) NORTHEAST OF THE SOUTHWEST END OF THE
 EC3041'2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 108.2 FEET
 EC3041'(33.0 M) EAST SOUTHEAST OF THE EAST CORNER OF THE HOUSE, 108.7 FEET
 EC3041'(33.1 M) WEST SOUTHWEST OF A POWER POLE NUMBER 15424 WITH
 EC3041'TRANSFORMER, 58.6 FEET (17.9 M) WEST OF THE WEST CORNER OF THE NORTH
 EC3041'NORTHWEST HEADWALL OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EC3041'HIGHWAY, 14.7 FEET (4.5 M) SOUTH SOUTHEAST OF A WITNESS POST.
 EC3041'DESCRIBED BY C.E. GEOGHEGAN.
 EC3041
 EC3041                          STATION RECOVERY (1998)
 EC3041
 EC3041'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3041'RECOVERED IN GOOD CONDITION.
 EC3041
 EC3041                          STATION RECOVERY (2001)
 EC3041
 EC3041'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3041'STATION IS LOCATED 3.2 MILES NORTH NORTHWEST OF IRMO, 7.1 MILES NORTH
 EC3041'NORTHEAST OF
 EC3041'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 EC3041'191, COLUMBIA, SC
 EC3041'29202, PHONE 803-737-1350.
 EC3041'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 (LAKE
 EC3041'MURRAY
 EC3041'BOULEVARD), 6 (NORTH LAKE DRIVE) AND STATE ROAD 107 (BUSH RIVER ROAD),
 EC3041'2.5 MILES
 EC3041'SOUTHWEST OF IRMO, GO NORTH NORTHEAST ON HIGHWAY 60 FOR 1.65 MILES TO
 EC3041'THE STATION
 EC3041'ON THE LEFT IN THE NORTH ANGLE OF A HORSESHOE GRAVEL DRIVEWAY FOR A
 EC3041'WOODEN HOUSE
 EC3041'(QUALITY TOOL REPAIR AND SERVICE, 1720 LAKE MURRAY BOULEVARD).
 EC3041'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC3041'HIGHWAY, 58.7
 EC3041'FEET WEST OF THE WEST CORNER OF A 2.0-FOOT CONCRETE PIPE CULVERT
 EC3041'HEADWALL BENEATH
 EC3041'THE HIGHWAY, 31.9 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 EC3041'5.5 FEET NORTH
 EC3041'OF THE EAST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE NORTH
 EC3041'ENTRANCE
 EC3041'DRIVEWAY, 108.5 FEET WEST SOUTHWEST OF A POWER POLE NUMBER 15424 WITH
 EC3041'TRANSFORMER, 108.2 FEET EAST SOUTHEAST OF THE EAST CORNER OF THE
 EC3041'HOUSE, 22.3 FEET
 EC3041'NORTHEAST OF A WEST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH
 EC3041'THE NORTH
 EC3041'ENTRANCE DRIVEWAY.
 EC3041'RECOVERED BY R.P. MCKEOWN.
 EC3041' 
 EC3041' 
 EC3041'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3042 ***********************************************************************
 EC3042  DESIGNATION -  32 012
 EC3042  PID         -  EC3042
 EC3042  STATE/COUNTY-  SC/LEXINGTON
 EC3042  USGS QUAD   -  IRMO (1990)
 EC3042
 EC3042                         *CURRENT SURVEY CONTROL
 EC3042  ___________________________________________________________________
 EC3042* NAD 83(1986)-  34 04 59.     (N)    081 11 27.     (W)     SCALED    
 EC3042* NAVD 88     -       120.226  (meters)     394.44   (feet)  ADJUSTED  
 EC3042  ___________________________________________________________________
 EC3042  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 EC3042  DYNAMIC HT  -         120.105 (meters)     394.04  (feet)  COMP
 EC3042  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 EC3042
 EC3042  VERT ORDER  -  FIRST     CLASS II
 EC3042
 EC3042.The horizontal coordinates were scaled from a topographic map and have
 EC3042.an estimated accuracy of +/- 6 seconds.
 EC3042
 EC3042.The orthometric height was determined by differential leveling
 EC3042.and adjusted by the National Geodetic Survey in March 1994..
 EC3042
 EC3042.The geoid height was determined by GEOID03.
 EC3042
 EC3042.The dynamic height is computed by dividing the NAVD 88
 EC3042.geopotential number by the normal gravity value computed on the
 EC3042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3042.degrees latitude (g = 980.6199 gals.).
 EC3042
 EC3042.The modeled gravity was interpolated from observed gravity values.
 EC3042
 EC3042;                    North         East    Units  Estimated Accuracy
 EC3042;SPC SC       -   249,500.      591,990.      MT  (+/- 180 meters Scaled)
 EC3042
 EC3042                          SUPERSEDED SURVEY CONTROL
 EC3042
 EC3042.No superseded survey control is available for this station.
 EC3042
 EC3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT823713(NAD 83)
 EC3042_MARKER: DD = SURVEY DISK
 EC3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3042_SP_SET: CONCRETE POST
 EC3042_STAMPING: 32 012 1993
 EC3042_MARK LOGO: SCGS  
 EC3042_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3042+STABILITY: SURFACE MOTION
 EC3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3042+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3042
 EC3042  HISTORY     - Date     Condition        Report By
 EC3042  HISTORY     - 1993     MONUMENTED       SCGS
 EC3042  HISTORY     - 1998     GOOD             USPSQD
 EC3042
 EC3042                          STATION DESCRIPTION
 EC3042
 EC3042'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3042'STATION IS LOCATED 0.45 MILE (0.72 KM) WEST SOUTHWEST OF IRMO.
 EC3042'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3042'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3042'JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 60 (NEWBERRY
 EC3042'AVENUE), 1.05 MILES (1.69 KM) EAST NORTHEAST OF IRMO, GO WEST ON
 EC3042'HIGHWAY 60 FOR 1.6 MILES (2.6 KM) TO THE STATION NEAR A BRICK SIGN
 EC3042'(MOUNT OLIVE LUTHERAN CHURCH) IN THE SOUTHEAST ANGLE OF THE JUNCTION
 EC3042'OF STATE ROAD 356 (NURSERY ROAD). STATION IS A CONCRETE POST FLUSH
 EC3042'WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 35.0 FEET
 EC3042'(10.7 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 61.4 FEET
 EC3042'(18.7 M) EAST SOUTHEAST OF THE EXTENDED CENTER OF THE ROAD, 1.6 FEET
 EC3042'(0.5 M) WEST OF THE WEST CORNER OF THE BRICK SIGN, 77.5 FEET
 EC3042'(23.6 M) NORTH OF THE WEST CORNER OF THE CHURCH BUILDING, 43.5 FEET
 EC3042'(13.3 M) EAST OF A TELEPHONE JUNCTION BOX, 90.7 FEET (27.6 M)
 EC3042'SOUTHWEST OF THE IRMO TOWN LIMIT SIGN POST. DESCRIBED BY C.E.
 EC3042'GEOGHEGAN.
 EC3042
 EC3042                          STATION RECOVERY (1998)
 EC3042
 EC3042'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3043 ***********************************************************************
 EC3043  DESIGNATION -  32 013
 EC3043  PID         -  EC3043
 EC3043  STATE/COUNTY-  SC/LEXINGTON
 EC3043  USGS QUAD   -  IRMO (1990)
 EC3043
 EC3043                         *CURRENT SURVEY CONTROL
 EC3043  ___________________________________________________________________
 EC3043* NAD 83(2001)-  34 05 06.48983(N)    081 10 58.12178(W)     ADJUSTED  
 EC3043* NAVD 88     -       107.736  (meters)     353.46   (feet)  ADJUSTED  
 EC3043  ___________________________________________________________________
 EC3043  X           -     810,562.211 (meters)                     COMP
 EC3043  Y           -  -5,225,543.895 (meters)                     COMP
 EC3043  Z           -   3,554,314.885 (meters)                     COMP
 EC3043  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 EC3043  ELLIP HEIGHT-          77.05  (meters)          (03/13/03) GPS OBS
 EC3043  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 EC3043  DYNAMIC HT  -         107.628 (meters)     353.11  (feet)  COMP
 EC3043  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 EC3043
 EC3043  HORZ ORDER  -  FIRST
 EC3043  VERT ORDER  -  FIRST     CLASS II
 EC3043  ELLP ORDER  -  FOURTH    CLASS II
 EC3043
 EC3043.The horizontal coordinates were established by GPS observations
 EC3043.and adjusted by the National Geodetic Survey in March 2003..
 EC3043
 EC3043.The orthometric height was determined by differential leveling
 EC3043.and adjusted by the National Geodetic Survey in March 1994..
 EC3043
 EC3043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3043
 EC3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3043
 EC3043.The ellipsoidal height was determined by GPS observations
 EC3043.and is referenced to NAD 83.
 EC3043
 EC3043.The geoid height was determined by GEOID03.
 EC3043
 EC3043.The dynamic height is computed by dividing the NAVD 88
 EC3043.geopotential number by the normal gravity value computed on the
 EC3043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3043.degrees latitude (g = 980.6199 gals.).
 EC3043
 EC3043.The modeled gravity was interpolated from observed gravity values.
 EC3043
 EC3043;                    North         East     Units Scale Factor Converg.
 EC3043;SPC SC       -   249,731.751   592,730.904   MT  0.99981990   -0 06 04.9
 EC3043;SPC SC       -   819,329.89  1,944,655.20   iFT  0.99981990   -0 06 04.9
 EC3043;UTM  17      - 3,771,610.840   483,134.595   MT  0.99960351   -0 06 08.8
 EC3043
 EC3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3043!SPC SC       -   0.99998790  x   0.99981990  =   0.99980781
 EC3043!UTM  17      -   0.99998790  x   0.99960351  =   0.99959142
 EC3043
 EC3043                          SUPERSEDED SURVEY CONTROL
 EC3043
 EC3043  NAD 83(1986)-  34 05 06.50534(N)    081 10 58.12323(W) AD(       ) 1
 EC3043  NAD 83(1995)-  34 05 06.49001(N)    081 10 58.12205(W) AD(       ) 1
 EC3043  NAVD 88 (02/11/03)  107.74   (m)          353.5    (f) LEVELING    3  
 EC3043
 EC3043.Superseded values are not recommended for survey control.
 EC3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3043.See file dsdata.txt to determine how the superseded data were derived.
 EC3043
 EC3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8313571611(NAD 83)
 EC3043_MARKER: DD = SURVEY DISK
 EC3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3043_SP_SET: CONCRETE POST
 EC3043_STAMPING: 32 013 1993
 EC3043_MARK LOGO: SCGS  
 EC3043_PROJECTION: FLUSH
 EC3043_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3043+STABILITY: SURFACE MOTION
 EC3043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3043+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 EC3043
 EC3043  HISTORY     - Date     Condition        Report By
 EC3043  HISTORY     - 1993     MONUMENTED       SCGS
 EC3043  HISTORY     - 1998     GOOD             USPSQD
 EC3043  HISTORY     - 20011203 GOOD             SCGS
 EC3043  HISTORY     - 20060511 GOOD             SCGS
 EC3043
 EC3043                          STATION DESCRIPTION
 EC3043
 EC3043'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3043'STATION IS LOCATED IN IRMO. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC3043'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3043'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EC3043'INTERSTATE 26 AND STATE HIGHWAY 60 (NEWBERRY AVENUE), 1.05 MILES
 EC3043'(1.69 KM) EAST NORTHEAST OF IRMO, GO WEST ON HIGHWAY 60 FOR 1.1 MILES
 EC3043'(1.8 KM) TO THE JUNCTION OF STATE ROAD 42 (WOODROW STREET), TURN LEFT
 EC3043'ON ROAD 42 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 EC3043'CONCRETE POWER POLE NUMBER 382282 AT THE JUNCTION OF STATE ROAD 136
 EC3043'(LEXINGTON AVENUE). STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EC3043'AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 26.0 FEET (7.9 M) WEST SOUTHWEST
 EC3043'OF THE CENTER OF THE ROAD, 27.7 FEET (8.4 M) NORTH NORTHWEST OF THE
 EC3043'EXTENDED CENTER OF ROAD 136, 25.0 FEET (7.6 M) SOUTH OF THE NORTH END
 EC3043'OF A 2.0-FOOT CONCRETE PIPE CULVERT BETWEEN STATE ROAD 42 AND THE
 EC3043'RAILROAD TRACKS, 19.5 FEET (5.9 M) EAST NORTHEAST OF THE EAST
 EC3043'NORTHEAST RAIL OF THE TRACKS, 62.9 FEET (19.2 M) SOUTHWEST OF THE
 EC3043'SOUTHWEST CORNER OF A METAL AND STONE BUILDING (IRMO MUFFLER AND
 EC3043'BRAKE CENTER), 11.5 FEET (3.5 M) NORTHWEST OF A WITNESS POST AT THE
 EC3043'POWER POLE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3043
 EC3043                          STATION RECOVERY (1998)
 EC3043
 EC3043'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3043'RECOVERED IN GOOD CONDITION.
 EC3043
 EC3043                          STATION RECOVERY (2001)
 EC3043
 EC3043'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3043'STATION IS LOCATED IN IRMO, 7.7 MILES NORTH NORTHEAST OF LEXINGTON.
 EC3043'OWNERSHIP--SCDOT,
 EC3043'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC
 EC3043'29202, PHONE 803-737-1350.
 EC3043'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 EC3043'102) AND
 EC3043'STATE HIGHWAY 61 (LAKE MURRAY BOULEVARD), 1.0 MILES EAST NORTHEAST OF
 EC3043'IRMO, GO
 EC3043'WEST NORTHWEST ON HIGHWAY 60 FOR 1.0 MILE TO THE JUNCTION OF STATE
 EC3043'ROAD 42, TURN
 EC3043'LEFT ON ROAD 42 FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR A
 EC3043'CONCRETE POWER POLE.
 EC3043'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 EC3043'THE ROAD, 25.8
 EC3043'FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD, 19.4 FEET EAST
 EC3043'NORTHEAST OF THE EAST
 EC3043'RAIL OF A SET OF RAILROAD TRACKS, 11.3 FEET NORTHWEST OF THE POWER
 EC3043'POLE NUMBER
 EC3043'382282, 25.1 FEET SOUTH OF THE NORTH END OF A 2.0-FOOT CONCRETE PIPE
 EC3043'CULVERT BENEATH
 EC3043'RAILROAD ACCESS, 27.5 FEET NORTH NORTHWEST OF THE EXTENDED CENTER OF
 EC3043'STATE ROAD
 EC3043'136 (LEXINGTON AVENUE), 11.3 FEET NORTHWEST OF A WITNESS POST.
 EC3043'RECOVERED BY R.P. MCKEOWN.
 EC3043' 
 EC3043' 
 EC3043'
 EC3043
 EC3043                          STATION RECOVERY (2006)
 EC3043
 EC3043'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (AWZ)
 EC3043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3059 ***********************************************************************
 EC3059  DESIGNATION -  32 015
 EC3059  PID         -  EC3059
 EC3059  STATE/COUNTY-  SC/LEXINGTON
 EC3059  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3059
 EC3059                         *CURRENT SURVEY CONTROL
 EC3059  ___________________________________________________________________
 EC3059* NAD 83(1986)-  34 02 43.     (N)    081 06 57.     (W)     SCALED    
 EC3059* NAVD 88     -        71.879  (meters)     235.82   (feet)  ADJUSTED  
 EC3059  ___________________________________________________________________
 EC3059  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 EC3059  DYNAMIC HT  -          71.806 (meters)     235.58  (feet)  COMP
 EC3059  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 EC3059
 EC3059  VERT ORDER  -  FIRST     CLASS II
 EC3059
 EC3059.The horizontal coordinates were scaled from a topographic map and have
 EC3059.an estimated accuracy of +/- 6 seconds.
 EC3059
 EC3059.The orthometric height was determined by differential leveling
 EC3059.and adjusted by the National Geodetic Survey in March 1994..
 EC3059
 EC3059.The geoid height was determined by GEOID03.
 EC3059
 EC3059.The dynamic height is computed by dividing the NAVD 88
 EC3059.geopotential number by the normal gravity value computed on the
 EC3059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3059.degrees latitude (g = 980.6199 gals.).
 EC3059
 EC3059.The modeled gravity was interpolated from observed gravity values.
 EC3059
 EC3059;                    North         East    Units  Estimated Accuracy
 EC3059;SPC SC       -   245,300.      598,910.      MT  (+/- 180 meters Scaled)
 EC3059
 EC3059                          SUPERSEDED SURVEY CONTROL
 EC3059
 EC3059.No superseded survey control is available for this station.
 EC3059
 EC3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT893671(NAD 83)
 EC3059_MARKER: DD = SURVEY DISK
 EC3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3059_SP_SET: CONCRETE POST
 EC3059_STAMPING: 32 015 1993
 EC3059_MARK LOGO: SCGS  
 EC3059_PROJECTION: RECESSED 15 CENTIMETERS
 EC3059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3059+STABILITY: SURFACE MOTION
 EC3059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3059+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2001
 EC3059
 EC3059  HISTORY     - Date     Condition        Report By
 EC3059  HISTORY     - 1993     MONUMENTED       SCGS
 EC3059  HISTORY     - 1998     GOOD             USPSQD
 EC3059  HISTORY     - 20011128 GOOD             SCGS
 EC3059
 EC3059                          STATION DESCRIPTION
 EC3059
 EC3059'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3059'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTHEAST OF IRMO, 5.6 MILES
 EC3059'(9.0 KM) NORTHWEST OF COLUMBIA. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC3059'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3059'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EC3059'INTERSTATE 20 AND U.S. HIGHWAY 176 (BROAD RIVER ROAD), 4.3 MILES
 EC3059'(6.9 KM) NORTHWEST OF COLUMBIA, GO NORTHWEST ON HIGHWAY 176 FOR 1.0
 EC3059'MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 42 (SAINT ANDREWS ROAD),
 EC3059'TURN LEFT ON ROAD 42 FOR 0.7 MILE (1.1 KM) TO THE STATION NEAR A
 EC3059'RIGHT OF WAY POST IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 EC3059'ROAD 2893 (FERNANDINO ROAD). STATION IS A CONCRETE POST FLUSH WITH
 EC3059'THE GROUND AND LEVEL WITH THE ROAD, 11.3 FEET (3.4 M) EAST NORTHEAST
 EC3059'OF THE WEST EDGE OF THE CURB OF THE ROAD, 2.3 FEET (0.7 M) SOUTH
 EC3059'SOUTHEAST OF THE RIGHT OF WAY POST, 18.7 FEET (5.7 M) SOUTHEAST OF A
 EC3059'TRAFFIC SIGNAL SUSPENSION POLE WITH TWO GUY WIRES, 22.3 FEET (6.8 M)
 EC3059'SOUTHWEST OF A METAL SIGN POLE (PHILLIPS 66), 32.5 FEET (9.9 M)
 EC3059'SOUTHEAST OF THE EXTENDED NORTHWEST EDGE OF THE CURB OF ROAD 36, 11.0
 EC3059'FEET (3.4 M) SOUTHEAST OF A WITNESS POST. DESCRIBED BY C.E.
 EC3059'GEOGHEGAN.
 EC3059
 EC3059                          STATION RECOVERY (1998)
 EC3059
 EC3059'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3059'RECOVERED IN GOOD CONDITION.
 EC3059
 EC3059                          STATION RECOVERY (2001)
 EC3059
 EC3059'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3059'STATION IS LOCATED 4.7 MILES SOUTHEAST OF IRMO, 8.1 MILES NORTHEAST OF
 EC3059'LEXINGTON.
 EC3059'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 EC3059'SC 29202, PHONE
 EC3059'803-737-1350.
 EC3059'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 EC3059'106) AND
 EC3059'STATE ROAD 36 (SAINT ANDREWS ROAD), 4.6 MILES SOUTHEAST OF IRMO, GO
 EC3059'EAST ON ROAD 36
 EC3059'FOR 0.1 MILE TO THE STATION ON THE RIGHT NEAR A CONCRETE RIGHT OF WAY
 EC3059'MARKER IN THE
 EC3059'SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 2893 (FERNANDINA ROAD).
 EC3059'STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND 0.5 FOOT ABOVE ROAD
 EC3059'2893, 10.8 FEET
 EC3059'EAST NORTHEAST OF THE EAST EDGE OF THE CURB OF ROAD 2893, 2.7 FEET
 EC3059'SOUTHWEST OF
 EC3059'THE 0.35-FOOT SQUARE RIGHT OF WAY MARKER PROJECTING 1.0-FOOT, 12.5
 EC3059'FEET SOUTHEAST
 EC3059'OF A METAL TRAFFIC LIGHT SUPPORT POLE, 26.5 FEET SOUTH OF THE CENTER
 EC3059'OF A METAL
 EC3059'MANHOLE COVER, 20.2 FEET SOUTH OF A POWER POLE NUMBER 276303 WITH FOUR
 EC3059'GUY
 EC3059'WIRES, 11.0 FEET NORTH NORTHWEST OF A METAL FLOOD LIGHT POLE.
 EC3059'RECOVERED BY R.P. MCKEOWN.
 EC3059'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4170 ***********************************************************************
 AA4170  DESIGNATION -  32 016
 AA4170  PID         -  AA4170
 AA4170  STATE/COUNTY-  SC/LEXINGTON
 AA4170  USGS QUAD   -  BATESBURG (1982)
 AA4170
 AA4170                         *CURRENT SURVEY CONTROL
 AA4170  ___________________________________________________________________
 AA4170* NAD 83(1986)-  33 54 47.     (N)    081 31 18.     (W)     SCALED    
 AA4170* NAVD 88     -       199.055  (meters)     653.07   (feet)  ADJUSTED  
 AA4170  ___________________________________________________________________
 AA4170  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AA4170  DYNAMIC HT  -         198.849 (meters)     652.39  (feet)  COMP
 AA4170  MODELED GRAV-     979,595.2   (mgal)                       NAVD 88
 AA4170
 AA4170  VERT ORDER  -  FIRST     CLASS II
 AA4170
 AA4170.The horizontal coordinates were scaled from a topographic map and have
 AA4170.an estimated accuracy of +/- 6 seconds.
 AA4170
 AA4170.The orthometric height was determined by differential leveling
 AA4170.and adjusted by the National Geodetic Survey in September 1998..
 AA4170
 AA4170.The geoid height was determined by GEOID03.
 AA4170
 AA4170.The dynamic height is computed by dividing the NAVD 88
 AA4170.geopotential number by the normal gravity value computed on the
 AA4170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4170.degrees latitude (g = 980.6199 gals.).
 AA4170
 AA4170.The modeled gravity was interpolated from observed gravity values.
 AA4170
 AA4170;                    North         East    Units  Estimated Accuracy
 AA4170;SPC SC       -   230,760.      561,370.      MT  (+/- 180 meters Scaled)
 AA4170
 AA4170                          SUPERSEDED SURVEY CONTROL
 AA4170
 AA4170.No superseded survey control is available for this station.
 AA4170
 AA4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT517526(NAD 83)
 AA4170_MARKER: DD = SURVEY DISK
 AA4170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4170_STAMPING: 32 016 1993
 AA4170_MARK LOGO: SCGS  
 AA4170_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4170+STABILITY: SURFACE MOTION
 AA4170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4170+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4170
 AA4170  HISTORY     - Date     Condition        Report By
 AA4170  HISTORY     - 1993     MONUMENTED       SCGS
 AA4170
 AA4170                          STATION DESCRIPTION
 AA4170
 AA4170'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4170'STATION IS LOCATED IN BATESBURG-LEESVILLE. OWNERSHIP--DEWEY H. LONG,
 AA4170'227 CHURCH STREET, BATESBURG-LEESVILLE, SC 29070, PHONE 803-532-4837.
 AA4170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (CHURCH
 AA4170'STREET) AND STATE HIGHWAY 245 (LEE STREET) IN BATEBURG-LEESVILLE, GO
 AA4170'WEST SOUTHWEST ON HIGHWAY 1 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF
 AA4170'STATE ROAD 1850 (DEWEY STREET) AND THE STATION NEAR THE SOUTHEAST
 AA4170'CORNER OF A BRICK HOUSE IN THE NORTHWEST ANGLE OF THE JUNCTION.
 AA4170'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA4170'ROAD, 76.7 FEET (23.4 M) NORTH NORTHWEST OF THE SOUTH EDGE OF THE CURB
 AA4170'OF THE HIGHWAY, 23.0 FEET (7.0 M) WEST SOUTHWEST OF THE CENTER OF THE
 AA4170'ROAD, 12.8 FEET (3.9 M) NORTH NORTHEAST OF THE SOUTHEAST CORNER OF THE
 AA4170'FRONT PORCH OF THE HOUSE, 8.0 FEET (2.4 M) SOUTHEAST OF THE SOUTHEAST
 AA4170'CORNER OF THE BACK SCREENED PORCH, 67.7 FEET (20.6 M) WEST SOUTHWEST
 AA4170'OF THE SOUTHWEST CORNER OF A BRICK COMMERCIAL BUILDING (VERNS
 AA4170'RESTAURANT), 47.5 FEET (14.5 M) WEST OF A SECURITY LIGHT POLE NUMBER
 AA4170'38174. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4171 ***********************************************************************
 AA4171  DESIGNATION -  32 017
 AA4171  PID         -  AA4171
 AA4171  STATE/COUNTY-  SC/LEXINGTON
 AA4171  USGS QUAD   -  BATESBURG (1982)
 AA4171
 AA4171                         *CURRENT SURVEY CONTROL
 AA4171  ___________________________________________________________________
 AA4171* NAD 83(1986)-  33 54 56.     (N)    081 32 01.     (W)     SCALED    
 AA4171* NAVD 88     -       195.865  (meters)     642.60   (feet)  ADJUSTED  
 AA4171  ___________________________________________________________________
 AA4171  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AA4171  DYNAMIC HT  -         195.663 (meters)     641.94  (feet)  COMP
 AA4171  MODELED GRAV-     979,597.3   (mgal)                       NAVD 88
 AA4171
 AA4171  VERT ORDER  -  FIRST     CLASS II
 AA4171
 AA4171.The horizontal coordinates were scaled from a topographic map and have
 AA4171.an estimated accuracy of +/- 6 seconds.
 AA4171
 AA4171.The orthometric height was determined by differential leveling
 AA4171.and adjusted by the National Geodetic Survey in September 1998..
 AA4171
 AA4171.The geoid height was determined by GEOID03.
 AA4171
 AA4171.The dynamic height is computed by dividing the NAVD 88
 AA4171.geopotential number by the normal gravity value computed on the
 AA4171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4171.degrees latitude (g = 980.6199 gals.).
 AA4171
 AA4171.The modeled gravity was interpolated from observed gravity values.
 AA4171
 AA4171;                    North         East    Units  Estimated Accuracy
 AA4171;SPC SC       -   231,040.      560,260.      MT  (+/- 180 meters Scaled)
 AA4171
 AA4171                          SUPERSEDED SURVEY CONTROL
 AA4171
 AA4171.No superseded survey control is available for this station.
 AA4171
 AA4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT506529(NAD 83)
 AA4171_MARKER: DD = SURVEY DISK
 AA4171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4171_STAMPING: 32 017 1993
 AA4171_MARK LOGO: SCGS  
 AA4171_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4171+STABILITY: SURFACE MOTION
 AA4171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4171+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4171
 AA4171  HISTORY     - Date     Condition        Report By
 AA4171  HISTORY     - 1993     MONUMENTED       SCGS
 AA4171
 AA4171                          STATION DESCRIPTION
 AA4171
 AA4171'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4171'STATION IS LOCATED IN BATESBURG-LEESVILLE. OWNERSHIP--TWIN CITY CHURCH
 AA4171'OF CHRIST, CHARLES DAVENPORT, TREASURER, P.O. BOX 411, BATESBURG, SC
 AA4171'29006. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23,
 AA4171'391 AND U.S. HIGHWAY 178 (CHURCH AND LINE STREETS) IN
 AA4171'BATEBURG-LEESVILLE, GO EAST NORTHEAST ON HIGHWAY 23 FOR 0.95 MILE
 AA4171'(1.53 KM) TO THE JUNCTION OF STATE ROAD 17 (MITCHELL AVENUE), TURN
 AA4171'LEFT ON ROAD 17 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD
 AA4171'345 (HIGHLAND AVENUE) AND THE STATION NEAR THE EAST END OF A BRICK
 AA4171'SIGN (CHURCH OF CHRIST) IN THE SOUTHWEST ANGLE OF THE JUNCTION.
 AA4171'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 AA4171'BELOW ROAD 17, 82.2 FEET (25.1 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 AA4171'SOUTH HEADWALL OF A CONCRETE PIPE CULVERT BENEATH THE ROAD, 59.8 FEET
 AA4171'(18.2 M) WEST OF THE CENTER OF ROAD 17, 106.0 FEET (32.3 M) SOUTH OF
 AA4171'THE CENTER OF ROAD 345, 1.5 FEET (0.5 M) EAST OF THE NORTHEAST CORNER
 AA4171'OF THE SIGN, 64.5 FEET (19.7 M) EAST OF THE NORTHEAST CORNER OF THE
 AA4171'NORTH WING OF THE CHURCH, 67.7 FEET (20.6 M) NORTHEAST OF THE
 AA4171'SOUTHEAST CORNER OF THE SOUTH WING OF THE CHURCH, 62.8 FEET (19.1 M)
 AA4171'SOUTH SOUTHWEST OF A FIRE HYDRANT. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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.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 = OCTOBER  7, 2006
 AA4173 ***********************************************************************
 AA4173  DESIGNATION -  32 019
 AA4173  PID         -  AA4173
 AA4173  STATE/COUNTY-  SC/LEXINGTON
 AA4173  USGS QUAD   -  BATESBURG (1982)
 AA4173
 AA4173                         *CURRENT SURVEY CONTROL
 AA4173  ___________________________________________________________________
 AA4173* NAD 83(1986)-  33 56 16.     (N)    081 32 08.     (W)     SCALED    
 AA4173* NAVD 88     -       165.956  (meters)     544.47   (feet)  ADJUSTED  
 AA4173  ___________________________________________________________________
 AA4173  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AA4173  DYNAMIC HT  -         165.785 (meters)     543.91  (feet)  COMP
 AA4173  MODELED GRAV-     979,601.6   (mgal)                       NAVD 88
 AA4173
 AA4173  VERT ORDER  -  FIRST     CLASS II
 AA4173
 AA4173.The horizontal coordinates were scaled from a topographic map and have
 AA4173.an estimated accuracy of +/- 6 seconds.
 AA4173
 AA4173.The orthometric height was determined by differential leveling
 AA4173.and adjusted by the National Geodetic Survey in September 1998..
 AA4173
 AA4173.The geoid height was determined by GEOID03.
 AA4173
 AA4173.The dynamic height is computed by dividing the NAVD 88
 AA4173.geopotential number by the normal gravity value computed on the
 AA4173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4173.degrees latitude (g = 980.6199 gals.).
 AA4173
 AA4173.The modeled gravity was interpolated from observed gravity values.
 AA4173
 AA4173;                    North         East    Units  Estimated Accuracy
 AA4173;SPC SC       -   233,500.      560,100.      MT  (+/- 180 meters Scaled)
 AA4173
 AA4173                          SUPERSEDED SURVEY CONTROL
 AA4173
 AA4173.No superseded survey control is available for this station.
 AA4173
 AA4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT505553(NAD 83)
 AA4173_MARKER: DD = SURVEY DISK
 AA4173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4173_STAMPING: 32 019 1993
 AA4173_MARK LOGO: SCGS  
 AA4173_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4173+STABILITY: SURFACE MOTION
 AA4173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4173+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4173
 AA4173  HISTORY     - Date     Condition        Report By
 AA4173  HISTORY     - 1993     MONUMENTED       SCGS
 AA4173
 AA4173                          STATION DESCRIPTION
 AA4173
 AA4173'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4173'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTHWEST OF LEESVILLE.
 AA4173'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4173'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4173'OF STATE HIGHWAYS 245 (LEE STREET), 391 (SUMMERLAND AVENUE) AND STATE
 AA4173'ROAD 118 (LOADSTAR ROAD), 2.0 MILES (3.2 KM) NORTHWEST OF LEESVILLE,
 AA4173'GO SOUTH ON HIGHWAY 391 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF
 AA4173'STATE ROAD 1100 (DURANGO DRIVE)AND THE STATION IN THE SOUTHWEST ANGLE
 AA4173'OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4173'LEVEL WITH THE ROAD, 126.1 FEET (38.4 M) WEST NORTHWEST OF THE CENTER
 AA4173'OF THE HIGHWAY, 31.5 FEET (9.6 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 AA4173'ROAD, 62.8 FEET (19.1 M) NORTHWEST OF A SECURITY LIGHT POLE NUMBER
 AA4173'354153, 120.2 FEET (36.6 M) NORTH NORTHWEST OF A FIRE HYDRANT NUMBER
 AA4173'229, 148.4 FEET (45.2 M) WEST SOUTHWEST OF A TELEPHONE JUNCTION BOX,
 AA4173'83.9 FEET (25.6 M) NORTHWEST OF THE NORTHWEST POST OF A WOODEN SIGN
 AA4173'(PONDEROSA COUNTRY CLUB), 72.5 FEET (22.1 M) WEST NORTHWEST OF A
 AA4173'WITNESS POST AT A STOP SIGN POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4174 ***********************************************************************
 AA4174  DESIGNATION -  32 020
 AA4174  PID         -  AA4174
 AA4174  STATE/COUNTY-  SC/LEXINGTON
 AA4174  USGS QUAD   -  BATESBURG (1982)
 AA4174
 AA4174                         *CURRENT SURVEY CONTROL
 AA4174  ___________________________________________________________________
 AA4174* NAD 83(1986)-  33 56 57.     (N)    081 32 05.     (W)     SCALED    
 AA4174* NAVD 88     -       144.793  (meters)     475.04   (feet)  ADJUSTED  
 AA4174  ___________________________________________________________________
 AA4174  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AA4174  DYNAMIC HT  -         144.643 (meters)     474.55  (feet)  COMP
 AA4174  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 AA4174
 AA4174  VERT ORDER  -  FIRST     CLASS II
 AA4174
 AA4174.The horizontal coordinates were scaled from a topographic map and have
 AA4174.an estimated accuracy of +/- 6 seconds.
 AA4174
 AA4174.The orthometric height was determined by differential leveling
 AA4174.and adjusted by the National Geodetic Survey in September 1998..
 AA4174
 AA4174.The geoid height was determined by GEOID03.
 AA4174
 AA4174.The dynamic height is computed by dividing the NAVD 88
 AA4174.geopotential number by the normal gravity value computed on the
 AA4174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4174.degrees latitude (g = 980.6199 gals.).
 AA4174
 AA4174.The modeled gravity was interpolated from observed gravity values.
 AA4174
 AA4174;                    North         East    Units  Estimated Accuracy
 AA4174;SPC SC       -   234,770.      560,180.      MT  (+/- 180 meters Scaled)
 AA4174
 AA4174                          SUPERSEDED SURVEY CONTROL
 AA4174
 AA4174.No superseded survey control is available for this station.
 AA4174
 AA4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT505566(NAD 83)
 AA4174_MARKER: DD = SURVEY DISK
 AA4174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4174_STAMPING: 32 020 1993
 AA4174_MARK LOGO: SCGS  
 AA4174_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4174+STABILITY: SURFACE MOTION
 AA4174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4174+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4174
 AA4174  HISTORY     - Date     Condition        Report By
 AA4174  HISTORY     - 1993     MONUMENTED       SCGS
 AA4174
 AA4174                          STATION DESCRIPTION
 AA4174
 AA4174'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4174'STATION IS LOCATED 2.6 MILES (4.2 KM) NORTHWEST OF LEESVILLE.
 AA4174'OWNERSHIP--IRA AND CONNIE COLLUM, 1157 SUMMERLAND AVENUE, LEESVILLE,
 AA4174'SC 29070, PHONE 803-532-6076. TO REACH THE STATION FROM THE JUNCTION
 AA4174'OF STATE HIGHWAYS 245 (LEE STREET), 391 (SUMMERLAND AVENUE) AND STATE
 AA4174'ROAD 118 (LOADSTAR ROAD), 2.0 MILES (3.2 KM) NORTHWEST OF LEESVILLE,
 AA4174'GO NORTH ON HIGHWAY 391 FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE
 AA4174'LEFT NEAR A BRICK PUMP HOUSE BETWEEN TWO BRICK HOUSES. STATION IS A
 AA4174'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 AA4174'HIGHWAY, 122.6 FEET (37.4 M) WEST NORTHWEST OF THE CENTER OF THE
 AA4174'HIGHWAY, 14.2 FEET (4.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AA4174'PUMP HOUSE, 44.0 FEET (13.4 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 AA4174'HOUSE NUMBER 1157, 107.0 FEET (32.6 M) NORTH NORTHEAST OF THE GARAGE
 AA4174'OF HOUSE NUMBER 1147, 124.4 FEET (37.9 M) WEST SOUTHWEST OF A CONCRETE
 AA4174'RIGHT OF WAY POST PROJECTING 3.0 FEET. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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.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 = OCTOBER  7, 2006
 AA4180 ***********************************************************************
 AA4180  DESIGNATION -  32 021
 AA4180  PID         -  AA4180
 AA4180  STATE/COUNTY-  SC/LEXINGTON
 AA4180  USGS QUAD   -  LAKE MURRAY WEST (1971)
 AA4180
 AA4180                         *CURRENT SURVEY CONTROL
 AA4180  ___________________________________________________________________
 AA4180* NAD 83(2001)-  34 00 57.79491(N)    081 29 55.58105(W)     ADJUSTED  
 AA4180* NAVD 88     -       138.726  (meters)     455.14   (feet)  ADJUSTED  
 AA4180  ___________________________________________________________________
 AA4180  X           -     782,371.593 (meters)                     COMP
 AA4180  Y           -  -5,234,203.483 (meters)                     COMP
 AA4180  Z           -   3,547,983.371 (meters)                     COMP
 AA4180  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AA4180  ELLIP HEIGHT-         108.37  (meters)          (03/13/03) GPS OBS
 AA4180  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AA4180  DYNAMIC HT  -         138.585 (meters)     454.67  (feet)  COMP
 AA4180  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 AA4180
 AA4180  HORZ ORDER  -  FIRST
 AA4180  VERT ORDER  -  FIRST     CLASS II
 AA4180  ELLP ORDER  -  FOURTH    CLASS II
 AA4180
 AA4180.The horizontal coordinates were established by GPS observations
 AA4180.and adjusted by the National Geodetic Survey in March 2003..
 AA4180
 AA4180.The orthometric height was determined by differential leveling
 AA4180.and adjusted by the National Geodetic Survey in September 1998..
 AA4180
 AA4180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4180
 AA4180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4180
 AA4180.The ellipsoidal height was determined by GPS observations
 AA4180.and is referenced to NAD 83.
 AA4180
 AA4180.The geoid height was determined by GEOID03.
 AA4180
 AA4180.The dynamic height is computed by dividing the NAVD 88
 AA4180.geopotential number by the normal gravity value computed on the
 AA4180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4180.degrees latitude (g = 980.6199 gals.).
 AA4180
 AA4180.The modeled gravity was interpolated from observed gravity values.
 AA4180
 AA4180;                    North         East     Units Scale Factor Converg.
 AA4180;SPC SC       -   242,166.599   563,538.523   MT  0.99981190   -0 16 35.5
 AA4180;SPC SC       -   794,509.84  1,848,879.67   iFT  0.99981190   -0 16 35.5
 AA4180;UTM  17      - 3,764,048.168   453,947.887   MT  0.99962614   -0 16 44.5
 AA4180
 AA4180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4180!SPC SC       -   0.99998299  x   0.99981190  =   0.99979489
 AA4180!UTM  17      -   0.99998299  x   0.99962614  =   0.99960913
 AA4180
 AA4180                          SUPERSEDED SURVEY CONTROL
 AA4180
 AA4180  NAD 83(1986)-  34 00 57.80832(N)    081 29 55.58157(W) AD(       ) 1
 AA4180  NAD 83(1995)-  34 00 57.79514(N)    081 29 55.58160(W) AD(       ) 1
 AA4180  ELLIP H (02/11/03)  108.40   (m)                       GP(       ) 4 2
 AA4180  NAVD 88 (02/11/03)  138.73   (m)          455.1    (f) LEVELING    3  
 AA4180
 AA4180.Superseded values are not recommended for survey control.
 AA4180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4180.See file dsdata.txt to determine how the superseded data were derived.
 AA4180
 AA4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5394864048(NAD 83)
 AA4180_MARKER: DD = SURVEY DISK
 AA4180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4180_STAMPING: 32 021 1993
 AA4180_MARK LOGO: SCGS  
 AA4180_PROJECTION: FLUSH
 AA4180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4180+STABILITY: SURFACE MOTION
 AA4180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4180+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 AA4180
 AA4180  HISTORY     - Date     Condition        Report By
 AA4180  HISTORY     - 1993     MONUMENTED       SCGS
 AA4180  HISTORY     - 20011105 GOOD             SCGS
 AA4180
 AA4180                          STATION DESCRIPTION
 AA4180
 AA4180'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4180'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTH NORTHEAST OF LEESVILLE.
 AA4180'OWNERSHIP--GEORGE EARGLE, 1218 UNION CHURCH ROAD, LEXINGTON, SC 29207,
 AA4180'PHONE 803-532-2455 AT HOME OR 803-748-3384 AT WORK. TO REACH THE
 AA4180'STATION FROM THE TRAFFIC CIRCLE AT THE JUNCTION OF U.S. HIGHWAY 378
 AA4180'AND STATE HIGHWAY 391, 9.5 MILES (15.3 KM) NORTH OF BATESBURG, GO
 AA4180'SOUTH SOUTHEAST ON HIGHWAY 391 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION
 AA4180'OF STATE ROAD 417 (MOUNT HEBRON ROAD), TURN LEFT ON ROAD 417 FOR 1.15
 AA4180'MILES (1.85 KM) TO THE JUNCTION OF STATE ROADS 228, 409 (UTOPIA SCHOOL
 AA4180'ROAD) AND 413 (UNION CHURCH ROAD), CONTINUE ON ROAD 413 FOR 0.25 MILE
 AA4180'(0.40 KM) TO THE STATION ON THE LEFT IN THE FRONT YARD OF A WOOD AND
 AA4180'BRICK HOUSE NUMBER 1218. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4180'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 50.5 FEET (15.4 M) NORTH
 AA4180'NORTHWEST OF THE CENTER OF THE ROAD, 185.6 FEET (56.6 M) SOUTHEAST OF
 AA4180'THE SOUTH CORNER OF THE HOUSE, 82.2 FEET (25.1 M) WEST OF A POWER POLE
 AA4180'WITH TWO GUY WIRES, 93.0 FEET (28.3 M) NORTHEAST OF THE EAST END OF A
 AA4180'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY LEADING TO THE
 AA4180'HOUSE, 50.7 FEET (15.5 M) WEST NORTHWEST OF THE SOUTHWEST END OF A
 AA4180'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A YARD ACCESS DRIVE, 68.0 FEET
 AA4180'(20.7 M) WEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4180
 AA4180                          STATION RECOVERY (2001)
 AA4180
 AA4180'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4180'STATION IS LOCATED 7.7 MILES NORTHWEST OF SUMMIT, 8.0 MILES NORTH
 AA4180'NORTHEAST OF
 AA4180'BATESVILLE, 15.25 MILES WEST OF LEXINGTON. OWNERSHIP--GEORGE EARGLE,
 AA4180'1218 UNION
 AA4180'CHURCH ROAD, LEXINGTON, SC 29207.
 AA4180'TO REACH THE STATION FROM THE TRAFFIC CIRCLE JUNCTION OF U.S. HIGHWAY
 AA4180'378 AND STATE
 AA4180'HIGHWAY 391, 9.3 MILES NORTH OF BATESBURG, GO SOUTH SOUTHEAST ON
 AA4180'HIGHWAY 391 FOR
 AA4180'2.1 MILES TO THE JUNCTION OF STATE ROAD 417 (MOUNT HEBRON ROAD), TURN
 AA4180'LEFT ON ROAD
 AA4180'417 FOR 1.15 MILES TO THE JUNCTION OF STATE ROADS 228, 409 (UTOPIA
 AA4180'SCHOOL ROAD) AND 413
 AA4180'(UNION CHURCH ROAD), CONTINUE AHEAD ON ROAD 413 FOR 0.25 MILE TO THE
 AA4180'STATION ON THE
 AA4180'LEFT IN THE FRONT YARD OF A WOOD AND BRICK HOUSE NUMBER 1218.
 AA4180'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 AA4180'THE ROAD, 168.6
 AA4180'FEET SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE, 82.2 FEET WEST OF A
 AA4180'POWER POLE
 AA4180'WITH TWO GUY WIRES, 93.5 FEET NORTHEAST OF THE EAST END OF A 1.2-FOOT
 AA4180'CONCRETE PIPE
 AA4180'CULVERT BENEATH THE DRIVEWAY LEADING TO THE HOUSE, 47.0 FEET WEST
 AA4180'NORTHWEST OF THE
 AA4180'SOUTHWEST END OF A CONCRETE PIPE CULVERT BENEATH YARD ACCESS, 68.0
 AA4180'FEET WEST OF A
 AA4180'WITNESS POST.
 AA4180'RECOVERED BY L.A. LAPINE.
 AA4180' 
 AA4180'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4181 ***********************************************************************
 AA4181  DESIGNATION -  32 022
 AA4181  PID         -  AA4181
 AA4181  STATE/COUNTY-  SC/LEXINGTON
 AA4181  USGS QUAD   -  LAKE MURRAY WEST (1971)
 AA4181
 AA4181                         *CURRENT SURVEY CONTROL
 AA4181  ___________________________________________________________________
 AA4181* NAD 83(1986)-  34 01 13.     (N)    081 29 13.     (W)     SCALED    
 AA4181* NAVD 88     -       119.975  (meters)     393.62   (feet)  ADJUSTED  
 AA4181  ___________________________________________________________________
 AA4181  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AA4181  DYNAMIC HT  -         119.853 (meters)     393.22  (feet)  COMP
 AA4181  MODELED GRAV-     979,620.1   (mgal)                       NAVD 88
 AA4181
 AA4181  VERT ORDER  -  FIRST     CLASS II
 AA4181
 AA4181.The horizontal coordinates were scaled from a topographic map and have
 AA4181.an estimated accuracy of +/- 6 seconds.
 AA4181
 AA4181.The orthometric height was determined by differential leveling
 AA4181.and adjusted by the National Geodetic Survey in September 1998..
 AA4181
 AA4181.The geoid height was determined by GEOID03.
 AA4181
 AA4181.The dynamic height is computed by dividing the NAVD 88
 AA4181.geopotential number by the normal gravity value computed on the
 AA4181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4181.degrees latitude (g = 980.6199 gals.).
 AA4181
 AA4181.The modeled gravity was interpolated from observed gravity values.
 AA4181
 AA4181;                    North         East    Units  Estimated Accuracy
 AA4181;SPC SC       -   242,630.      564,630.      MT  (+/- 180 meters Scaled)
 AA4181
 AA4181                          SUPERSEDED SURVEY CONTROL
 AA4181
 AA4181.No superseded survey control is available for this station.
 AA4181
 AA4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT550645(NAD 83)
 AA4181_MARKER: DD = SURVEY DISK
 AA4181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4181_STAMPING: 32 022 1993
 AA4181_MARK LOGO: SCGS  
 AA4181_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4181+STABILITY: SURFACE MOTION
 AA4181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4181+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4181
 AA4181  HISTORY     - Date     Condition        Report By
 AA4181  HISTORY     - 1993     MONUMENTED       SCGS
 AA4181
 AA4181                          STATION DESCRIPTION
 AA4181
 AA4181'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4181'STATION IS LOCATED 7.3 MILES (11.7 KM) NORTH NORTHEAST OF LEESVILLE.
 AA4181'OWNERSHIP--JOHN L SHEALY, 515 ANSEL CAUGHMAN ROAD, LEESVILLE, SC
 AA4181'29070, PHONE 803-532-9896. TO REACH THE STATION FROM THE TRAFFIC
 AA4181'CIRCLE AT THE JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 391, 9.5
 AA4181'MILES (15.3 KM) NORTH OF BATESBURG, GO EAST SOUTHEAST ON HIGHWAY 378
 AA4181'FOR 3.85 MILES (6.20 KM) TO THE JUNCTION OF STATE ROAD 413 (UNION
 AA4181'CHURCH ROAD), TURN RIGHT ON ROAD 413 FOR 0.95 MILE (1.53 KM) TO THE
 AA4181'JUNCTION OF STATE ROAD 54 AND THE STATION NEAR A FENCE LINE IN THE
 AA4181'NORTH ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4181'GROUND AND LEVEL WITH THE ROADS, 42.7 FEET (13.0 M) NORTHEAST OF THE
 AA4181'CENTER OF ROAD 54, 49.8 FEET (15.2 M) NORTH NORTHWEST OF THE CENTER OF
 AA4181'ROAD 413, 27.3 FEET (8.3 M) NORTH NORTHEAST OF THE NORTHEAST END OF A
 AA4181'1.5-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 54, 37.5 FEET (11.4 M)
 AA4181'WEST OF A CORNER POST WITH A SCGS REFERENCE WASHER ATTACHED, 37.7 FEET
 AA4181'(11.5 M) SOUTHEAST OF A CORNER POST WITH A SCGS REFERENCE WASHER
 AA4181'ATTACHED, 11.7 FEET (3.6 M) SOUTH SOUTHWEST OF A WITNESS POST IN THE
 AA4181'FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4182 ***********************************************************************
 AA4182  DESIGNATION -  32 023
 AA4182  PID         -  AA4182
 AA4182  STATE/COUNTY-  SC/LEXINGTON
 AA4182  USGS QUAD   -  LAKE MURRAY WEST (1971)
 AA4182
 AA4182                         *CURRENT SURVEY CONTROL
 AA4182  ___________________________________________________________________
 AA4182* NAD 83(1986)-  34 01 21.     (N)    081 27 23.     (W)     SCALED    
 AA4182* NAVD 88     -       122.899  (meters)     403.21   (feet)  ADJUSTED  
 AA4182  ___________________________________________________________________
 AA4182  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AA4182  DYNAMIC HT  -         122.774 (meters)     402.80  (feet)  COMP
 AA4182  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 AA4182
 AA4182  VERT ORDER  -  FIRST     CLASS II
 AA4182
 AA4182.The horizontal coordinates were scaled from a topographic map and have
 AA4182.an estimated accuracy of +/- 6 seconds.
 AA4182
 AA4182.The orthometric height was determined by differential leveling
 AA4182.and adjusted by the National Geodetic Survey in September 1998..
 AA4182
 AA4182.The geoid height was determined by GEOID03.
 AA4182
 AA4182.The dynamic height is computed by dividing the NAVD 88
 AA4182.geopotential number by the normal gravity value computed on the
 AA4182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4182.degrees latitude (g = 980.6199 gals.).
 AA4182
 AA4182.The modeled gravity was interpolated from observed gravity values.
 AA4182
 AA4182;                    North         East    Units  Estimated Accuracy
 AA4182;SPC SC       -   242,860.      567,460.      MT  (+/- 180 meters Scaled)
 AA4182
 AA4182                          SUPERSEDED SURVEY CONTROL
 AA4182
 AA4182.No superseded survey control is available for this station.
 AA4182
 AA4182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT578647(NAD 83)
 AA4182_MARKER: DD = SURVEY DISK
 AA4182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4182_STAMPING: 32 023 1994
 AA4182_MARK LOGO: SCGS  
 AA4182_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4182+STABILITY: SURFACE MOTION
 AA4182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4182+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4182
 AA4182  HISTORY     - Date     Condition        Report By
 AA4182  HISTORY     - 1994     MONUMENTED       SCGS
 AA4182
 AA4182                          STATION DESCRIPTION
 AA4182
 AA4182'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4182'STATION IS LOCATED 8.1 MILES (13.0 KM) NORTHEAST OF LEESVILLE.
 AA4182'OWNERSHIP--A.L. SNELLGROVE, 141 ICE BOX ROAD, LEESVILLE, SC 29070,
 AA4182'PHONE 803-532-5458. TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT
 AA4182'THE JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 391, 9.5 MILES
 AA4182'(15.3 KM) NORTH OF BATESBURG, GO EAST SOUTHEAST ON HIGHWAY 378 FOR 4.6
 AA4182'MILES (7.4 KM) TO THE JUNCTION OF STATE ROAD 157 (OLD LEXINGTON ROAD),
 AA4182'CONTINUE ON HIGHWAY 378 FOR 0.7 MILE (1.1 KM) TO A REVERSE SAND FORK
 AA4182'RIGHT (ICE BOX ROAD), TURN RIGHT ON THE SAND ROAD FOR 0.1 MILE (0.2
 AA4182'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE SIDE YARD OF
 AA4182'A WOOD-SIDED HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4182'AND LEVEL WITH THE ROAD, 38.0 FEET (11.6 M) NORTH NORTHWEST OF THE
 AA4182'CENTER OF THE ROAD, 8.1 FEET (2.5 M) NORTH OF THE POWER POLE WITH A
 AA4182'SCGS REFERENCE WASHER ATTACHED, 42.6 FEET (13.0 M) SOUTHWEST OF THE
 AA4182'SOUTHWEST CORNER OF THE MAIN PART OF THE HOUSE, 43.4 FEET (13.2 M)
 AA4182'NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 1/888, 77.6 FEET (23.7 M)
 AA4182'NORTH OF A POWER POLE NUMBER 12 WITH A GUY WIRE, 18.9 FEET (5.8 M)
 AA4182'WEST SOUTHWEST OF THE WEST EDGE OF A CONCRETE DRIVEWAY LEADING TO THE
 AA4182'HOUSE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4156 ***********************************************************************
 AA4156  DESIGNATION -  32 023 X
 AA4156  PID         -  AA4156
 AA4156  STATE/COUNTY-  SC/LEXINGTON
 AA4156  USGS QUAD   -  GILBERT (1986)
 AA4156
 AA4156                         *CURRENT SURVEY CONTROL
 AA4156  ___________________________________________________________________
 AA4156* NAD 83(1986)-  33 55 23.     (N)    081 24 48.     (W)     SCALED    
 AA4156* NAVD 88     -       179.050  (meters)     587.43   (feet)  ADJUSTED  
 AA4156  ___________________________________________________________________
 AA4156  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 AA4156  DYNAMIC HT  -         178.864 (meters)     586.82  (feet)  COMP
 AA4156  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 AA4156
 AA4156  VERT ORDER  -  FIRST     CLASS II
 AA4156
 AA4156.The horizontal coordinates were scaled from a topographic map and have
 AA4156.an estimated accuracy of +/- 6 seconds.
 AA4156
 AA4156.The orthometric height was determined by differential leveling
 AA4156.and adjusted by the National Geodetic Survey in September 1998..
 AA4156
 AA4156.The geoid height was determined by GEOID03.
 AA4156
 AA4156.The dynamic height is computed by dividing the NAVD 88
 AA4156.geopotential number by the normal gravity value computed on the
 AA4156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4156.degrees latitude (g = 980.6199 gals.).
 AA4156
 AA4156.The modeled gravity was interpolated from observed gravity values.
 AA4156
 AA4156;                    North         East    Units  Estimated Accuracy
 AA4156;SPC SC       -   231,820.      571,390.      MT  (+/- 180 meters Scaled)
 AA4156
 AA4156                          SUPERSEDED SURVEY CONTROL
 AA4156
 AA4156.No superseded survey control is available for this station.
 AA4156
 AA4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT617537(NAD 83)
 AA4156_MARKER: DD = SURVEY DISK
 AA4156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4156_STAMPING: 32 023 X 1993
 AA4156_MARK LOGO: SCGS  
 AA4156_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4156+STABILITY: SURFACE MOTION
 AA4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4156+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4156
 AA4156  HISTORY     - Date     Condition        Report By
 AA4156  HISTORY     - 1993     MONUMENTED       SCGS
 AA4156
 AA4156                          STATION DESCRIPTION
 AA4156
 AA4156'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4156'STATION IS LOCATED IN SUMMIT. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4156'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (AUGUSTA
 AA4156'HIGHWAY) AND STATE HIGHWAY 23 (LEESVILLE AVENUE), 1.2 MILES (1.9 KM)
 AA4156'EAST NORTHEAST OF LEESVILLE, GO NORTHEAST ON HIGHWAY 1 FOR 2.65 MILES
 AA4156'(4.26 KM) TO THE JUNCTION OF STATE ROAD 31 (WEST HAMPTON ROAD), TURN
 AA4156'RIGHT ON ROAD 31 FOR 2.35 MILES (3.78 KM) TO THE JUNCTION OF STATE
 AA4156'ROAD 88 (LEWIE ROAD), CONTINUE ON ROAD 31 FOR 0.5 MILE (0.8 KM) TO THE
 AA4156'STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST
 AA4156'FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 29.8 FEET
 AA4156'(9.1 M) SOUTH OF THE CENTER OF THE ROAD, 16.3 FEET (5.0 M) NORTH OF
 AA4156'THE POWER POLE NUMBER 381932 WITH A GUY WIRE AND A TRANSFORMER, 96.7
 AA4156'FEET (29.5 M) NORTHWEST OF THE NORTHWEST CORNER OF A SHINGLE-SIDED
 AA4156'HOUSE, 16.5 FEET (5.0 M) WEST NORTHWEST OF A 1.5-FOOT BEAN TREE, 7.3
 AA4156'FEET (2.2 M) SOUTH SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 8,
 AA4156'171.4 FEET (52.2 M) WEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE
 AA4156'CULVERT BENEATH THE DRIVEWAY LEADING TO THE HOUSE. DESCRIBED BY C.E.
 AA4156'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4183 ***********************************************************************
 AA4183  DESIGNATION -  32 024
 AA4183  PID         -  AA4183
 AA4183  STATE/COUNTY-  SC/LEXINGTON
 AA4183  USGS QUAD   -  LAKE MURRAY WEST (1971)
 AA4183
 AA4183                         *CURRENT SURVEY CONTROL
 AA4183  ___________________________________________________________________
 AA4183* NAD 83(1986)-  34 01 08.     (N)    081 26 19.     (W)     SCALED    
 AA4183* NAVD 88     -       124.434  (meters)     408.25   (feet)  ADJUSTED  
 AA4183  ___________________________________________________________________
 AA4183  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AA4183  DYNAMIC HT  -         124.308 (meters)     407.83  (feet)  COMP
 AA4183  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 AA4183
 AA4183  VERT ORDER  -  FIRST     CLASS II
 AA4183
 AA4183.The horizontal coordinates were scaled from a topographic map and have
 AA4183.an estimated accuracy of +/- 6 seconds.
 AA4183
 AA4183.The orthometric height was determined by differential leveling
 AA4183.and adjusted by the National Geodetic Survey in September 1998..
 AA4183
 AA4183.The geoid height was determined by GEOID03.
 AA4183
 AA4183.The dynamic height is computed by dividing the NAVD 88
 AA4183.geopotential number by the normal gravity value computed on the
 AA4183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4183.degrees latitude (g = 980.6199 gals.).
 AA4183
 AA4183.The modeled gravity was interpolated from observed gravity values.
 AA4183
 AA4183;                    North         East    Units  Estimated Accuracy
 AA4183;SPC SC       -   242,460.      569,100.      MT  (+/- 180 meters Scaled)
 AA4183
 AA4183                          SUPERSEDED SURVEY CONTROL
 AA4183
 AA4183.No superseded survey control is available for this station.
 AA4183
 AA4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT595643(NAD 83)
 AA4183_MARKER: DD = SURVEY DISK
 AA4183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4183_STAMPING: 32 024 1994
 AA4183_MARK LOGO: SCGS  
 AA4183_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4183+STABILITY: SURFACE MOTION
 AA4183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4183+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4183
 AA4183  HISTORY     - Date     Condition        Report By
 AA4183  HISTORY     - 1994     MONUMENTED       SCGS
 AA4183
 AA4183                          STATION DESCRIPTION
 AA4183
 AA4183'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4183'STATION IS LOCATED 8.25 MILES (13.28 KM) NORTHEAST OF LEESVILLE.
 AA4183'OWNERSHIP--HEYWARD AND ANNIE MAE ADAMS, 117 SHORTY ROAD, LEESVILLE, SC
 AA4183'29070, PHONE 803-532-5874. TO REACH THE STATION FROM THE TRAFFIC
 AA4183'CIRCLE AT THE JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 391, 9.5
 AA4183'MILES (15.3 KM) NORTH OF BATESBURG, GO EAST SOUTHEAST ON HIGHWAY 378
 AA4183'FOR 5.45 MILES (8.77 KM) TO THE JUNCTION OF STATE ROAD 1189 (LAKE
 AA4183'VILLAGE DRIVE), CONTINUE ON HIGHWAY 378 FOR 0.8 MILE (1.3 KM) TO A
 AA4183'GRAVEL ROAD RIGHT (SHORTY ROAD), TURN RIGHT ON SHORTY ROAD FOR 0.05
 AA4183'MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A SECURITY LIGHT POLE
 AA4183'IN THE SIDE YARD OF AN ALUMINUM-SIDED HOUSE. STATION IS A CONCRETE
 AA4183'POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 56.0
 AA4183'FEET (17.1 M) EAST OF THE CENTER OF THE ROAD, 12.1 FEET (3.7 M) WEST
 AA4183'NORTHWEST OF THE SECURITY LIGHT POLE, 54.6 FEET (16.6 M) SOUTH OF THE
 AA4183'SOUTHWEST CORNER OF THE HOUSE, 40.6 FEET (12.4 M) SOUTHWEST OF THE
 AA4183'SOUTHWEST CORNER OF THE GARAGE, 2.1 FEET (0.6 M) NORTH OF A CONCRETE
 AA4183'FENCE POST, 44.3 FEET (13.5 M) EAST NORTHEAST OF A TELEPHONE JUNCTION
 AA4183'BOX NUMBER 117. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4157 ***********************************************************************
 AA4157  DESIGNATION -  32 024 X
 AA4157  PID         -  AA4157
 AA4157  STATE/COUNTY-  SC/LEXINGTON
 AA4157  USGS QUAD   -  GILBERT (1986)
 AA4157
 AA4157                         *CURRENT SURVEY CONTROL
 AA4157  ___________________________________________________________________
 AA4157* NAD 83(1986)-  33 55 27.     (N)    081 23 59.     (W)     SCALED    
 AA4157* NAVD 88     -       177.836  (meters)     583.45   (feet)  ADJUSTED  
 AA4157  ___________________________________________________________________
 AA4157  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AA4157  DYNAMIC HT  -         177.651 (meters)     582.84  (feet)  COMP
 AA4157  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 AA4157
 AA4157  VERT ORDER  -  FIRST     CLASS II
 AA4157
 AA4157.The horizontal coordinates were scaled from a topographic map and have
 AA4157.an estimated accuracy of +/- 6 seconds.
 AA4157
 AA4157.The orthometric height was determined by differential leveling
 AA4157.and adjusted by the National Geodetic Survey in September 1998..
 AA4157
 AA4157.The geoid height was determined by GEOID03.
 AA4157
 AA4157.The dynamic height is computed by dividing the NAVD 88
 AA4157.geopotential number by the normal gravity value computed on the
 AA4157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4157.degrees latitude (g = 980.6199 gals.).
 AA4157
 AA4157.The modeled gravity was interpolated from observed gravity values.
 AA4157
 AA4157;                    North         East    Units  Estimated Accuracy
 AA4157;SPC SC       -   231,940.      572,650.      MT  (+/- 180 meters Scaled)
 AA4157
 AA4157                          SUPERSEDED SURVEY CONTROL
 AA4157
 AA4157.No superseded survey control is available for this station.
 AA4157
 AA4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT630538(NAD 83)
 AA4157_MARKER: DD = SURVEY DISK
 AA4157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4157_STAMPING: 32 024 X 1993
 AA4157_MARK LOGO: SCGS  
 AA4157_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4157+STABILITY: SURFACE MOTION
 AA4157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4157+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4157
 AA4157  HISTORY     - Date     Condition        Report By
 AA4157  HISTORY     - 1993     MONUMENTED       SCGS
 AA4157
 AA4157                          STATION DESCRIPTION
 AA4157
 AA4157'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4157'STATION IS LOCATED IN GILBERT. OWNERSHIP--EVA KEISLER, 205 HAMPTON
 AA4157'STREET, P.O. BOX 126, GILBERT, SC 29054, PHONE 803-892-2694. TO REACH
 AA4157'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (AUGUSTA HIGHWAY) AND
 AA4157'STATE HIGHWAY 23 (LEESVILLE AVENUE), 1.2 MILES (1.9 KM) EAST NORTHEAST
 AA4157'OF LEESVILLE, GO NORTHEAST ON HIGHWAY 1 FOR 2.65 MILES (4.26 KM) TO
 AA4157'THE JUNCTION OF STATE ROAD 31 (WEST HAMPTON ROAD), TURN RIGHT ON ROAD
 AA4157'31 FOR 3.65 MILES (5.87 KM) TO THE JUNCTION OF STATE ROAD 1699
 AA4157'(HARMONY STREET) RIGHT AND THE STATION ON THE LEFT NEAR A POWER POLE.
 AA4157'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AA4157'CM) ABOVE THE ROAD, 45.0 FEET (13.7 M) NORTH OF THE CENTER OF ROAD 31,
 AA4157'34.7 FEET (10.6 M) NORTHEAST OF THE POWER POLE NUMBER 170600 WITH TWO
 AA4157'GUY WIRES, A TRANSFORMER AND A STREET LIGHT, 30.0 FEET (9.1 M) EAST OF
 AA4157'THE EXTENDED CENTER OF ROAD 1699, 47.4 FEET (14.4 M) SOUTHWEST OF THE
 AA4157'SOUTHWEST CORNER OF A BRICK HOUSE NUMBER 205, 31.6 FEET (9.6 M) SOUTH
 AA4157'SOUTHEAST OF A 0.6-FOOT SYCAMORE TREE, 14.1 FEET (4.3 M) WEST OF A
 AA4157'0.5-FOOT SYCAMORE TREE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4184 ***********************************************************************
 AA4184  DESIGNATION -  32 025
 AA4184  PID         -  AA4184
 AA4184  STATE/COUNTY-  SC/LEXINGTON
 AA4184  USGS QUAD   -  LAKE MURRAY WEST (1971)
 AA4184
 AA4184                         *CURRENT SURVEY CONTROL
 AA4184  ___________________________________________________________________
 AA4184* NAD 83(1986)-  34 01 05.     (N)    081 25 10.     (W)     SCALED    
 AA4184* NAVD 88     -       137.892  (meters)     452.40   (feet)  ADJUSTED  
 AA4184  ___________________________________________________________________
 AA4184  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AA4184  DYNAMIC HT  -         137.752 (meters)     451.94  (feet)  COMP
 AA4184  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 AA4184
 AA4184  VERT ORDER  -  FIRST     CLASS II
 AA4184
 AA4184.The horizontal coordinates were scaled from a topographic map and have
 AA4184.an estimated accuracy of +/- 6 seconds.
 AA4184
 AA4184.The orthometric height was determined by differential leveling
 AA4184.and adjusted by the National Geodetic Survey in September 1998..
 AA4184
 AA4184.The geoid height was determined by GEOID03.
 AA4184
 AA4184.The dynamic height is computed by dividing the NAVD 88
 AA4184.geopotential number by the normal gravity value computed on the
 AA4184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4184.degrees latitude (g = 980.6199 gals.).
 AA4184
 AA4184.The modeled gravity was interpolated from observed gravity values.
 AA4184
 AA4184;                    North         East    Units  Estimated Accuracy
 AA4184;SPC SC       -   242,360.      570,870.      MT  (+/- 180 meters Scaled)
 AA4184
 AA4184                          SUPERSEDED SURVEY CONTROL
 AA4184
 AA4184.No superseded survey control is available for this station.
 AA4184
 AA4184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT612642(NAD 83)
 AA4184_MARKER: DD = SURVEY DISK
 AA4184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4184_STAMPING: 32 025 1994
 AA4184_MARK LOGO: SCGS  
 AA4184_PROJECTION: FLUSH
 AA4184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4184+STABILITY: SURFACE MOTION
 AA4184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4184+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 AA4184
 AA4184  HISTORY     - Date     Condition        Report By
 AA4184  HISTORY     - 1994     MONUMENTED       SCGS
 AA4184  HISTORY     - 20011105 GOOD             SCGS
 AA4184
 AA4184                          STATION DESCRIPTION
 AA4184
 AA4184'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4184'STATION IS LOCATED 8.8 MILES (14.2 KM) NORTHEAST OF LEESVILLE.
 AA4184'OWNERSHIP--HORNE HEATING AND AIR CONDITIONING, BENNIE HORNE, 2727 HWY
 AA4184'378, GILBERT, SC 29054, PHONE 803-892-5666. TO REACH THE STATION FROM
 AA4184'THE TRAFFIC CIRCLE AT THE JUNCTION OF U.S. HIGHWAY 378 AND STATE
 AA4184'HIGHWAY 391, 9.5 MILES (15.3 KM) NORTH OF BATESBURG, GO EAST SOUTHEAST
 AA4184'ON HIGHWAY 378 FOR 7.15 MILES (11.51 KM) TO THE JUNCTION OF STATE ROAD
 AA4184'277 (LEWIE ROAD), CONTINUE ON HIGHWAY 378 FOR 0.25 MILE (0.40 KM) TO
 AA4184'THE STATION ON THE RIGHT NEAR A POWER POLE AT THE SOUTHWEST EDGE OF
 AA4184'THE GRAVEL PARKING LOT OF A CONCRETE BLOCK BUILDING (HORNE HEATING AND
 AA4184'AIR CONDITIONING) IN THE EAST ANGLE OF THE JUNCTION OF A GRAVEL ROAD
 AA4184'(DIANA ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0
 AA4184'FEET (1.2 M) ABOVE DIANA ROAD, 190.5 FEET (58.1 M) SOUTH OF THE CENTER
 AA4184'OF THE HIGHWAY, 29.0 FEET (8.8 M) NORTH NORTHEAST OF THE CENTER OF
 AA4184'DIANA ROAD, 9.7 FEET (3.0 M) EAST SOUTHEAST OF THE POWER POLE WITH A
 AA4184'GUY WIRE, TRANSFORMER AND A SECURITY LIGHT, 53.4 FEET (16.3 M) SOUTH
 AA4184'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 39.4 FEET (12.0 M)
 AA4184'WEST NORTHWEST OF THE WEST CORNER OF A CONCRETE BLOCK SHED, 10.6 FEET
 AA4184'(3.2 M) WEST NORTHWEST OF THE GUY WIRE ANCHOR. DESCRIBED BY C.E.
 AA4184'GEOGHEGAN.
 AA4184
 AA4184                          STATION RECOVERY (2001)
 AA4184
 AA4184'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4184'STATION IS LOCATED 6.6 MILES NORTH OF SUMMIT, 10.6 MILES NORTHEAST OF
 AA4184'BATESBURG, 10.85
 AA4184'MILES WEST NORTHWEST OF LEXINGTON. OWNERSHIP--HORNE HEATING AND AIR
 AA4184'CONDITIONING, 2727 HIGHWAY 378, GILBERT, SC 29054, PHONE 803-892-5666.
 AA4184'TO REACH THE STATION FROM THE TRAFFIC CIRCLE JUNCTION OF U.S. HIGHWAY
 AA4184'378 AND STATE
 AA4184'HIGHWAY 391, 9.3 MILES NORTH OF BATESBURG, GO EAST SOUTHEAST ON
 AA4184'HIGHWAY 378 FOR 7.35
 AA4184'MILES TO THE JUNCTION OF STATE ROAD 277 (LEWIE ROAD), CONTINUE ON
 AA4184'HIGHWAY 378 FOR 0.25
 AA4184'MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE AT THE SOUTHWEST
 AA4184'EDGE OF A
 AA4184'GRAVEL PARKING LOT OF A CONCRETE BLOCK BUILDING (HORNE HEATING AND AIR
 AA4184'CONDITIONING)
 AA4184'AND IN THE EAST ANGLE OF THE JUNCTION OF A GRAVEL ROAD (DIANA ROAD).
 AA4184'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0 FEET ABOVE
 AA4184'THE ROAD, 194.0
 AA4184'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 29.0 FEET NORTH NORTHEAST OF
 AA4184'THE CENTER OF
 AA4184'DIANA ROAD, 9.7 FEET EAST SOUTHEAST OF A POWER POLE WITH A GUY WIRE
 AA4184'AND SECURITY
 AA4184'LIGHT, 53.4 FEET SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 AA4184'BUILDING, 39.4 FEET
 AA4184'WEST NORTHWEST OF THE WEST CORNER OF THE BUILDING, 1.0 FOOT NORTHEAST
 AA4184'OF A WITNESS
 AA4184'POST.
 AA4184'RECOVERED BY L.A. LAPINE.
 AA4184' 
 AA4184' 
 AA4184'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4159 ***********************************************************************
 AA4159  DESIGNATION -  32 025 X
 AA4159  PID         -  AA4159
 AA4159  STATE/COUNTY-  SC/LEXINGTON
 AA4159  USGS QUAD   -  GILBERT (1986)
 AA4159
 AA4159                         *CURRENT SURVEY CONTROL
 AA4159  ___________________________________________________________________
 AA4159* NAD 83(1986)-  33 55 28.     (N)    081 22 56.     (W)     SCALED    
 AA4159* NAVD 88     -       157.744  (meters)     517.53   (feet)  ADJUSTED  
 AA4159  ___________________________________________________________________
 AA4159  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AA4159  DYNAMIC HT  -         157.579 (meters)     516.99  (feet)  COMP
 AA4159  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 AA4159
 AA4159  VERT ORDER  -  FIRST     CLASS II
 AA4159
 AA4159.The horizontal coordinates were scaled from a topographic map and have
 AA4159.an estimated accuracy of +/- 6 seconds.
 AA4159
 AA4159.The orthometric height was determined by differential leveling
 AA4159.and adjusted by the National Geodetic Survey in September 1998..
 AA4159
 AA4159.The geoid height was determined by GEOID03.
 AA4159
 AA4159.The dynamic height is computed by dividing the NAVD 88
 AA4159.geopotential number by the normal gravity value computed on the
 AA4159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4159.degrees latitude (g = 980.6199 gals.).
 AA4159
 AA4159.The modeled gravity was interpolated from observed gravity values.
 AA4159
 AA4159;                    North         East    Units  Estimated Accuracy
 AA4159;SPC SC       -   231,960.      574,260.      MT  (+/- 180 meters Scaled)
 AA4159
 AA4159                          SUPERSEDED SURVEY CONTROL
 AA4159
 AA4159.No superseded survey control is available for this station.
 AA4159
 AA4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT646538(NAD 83)
 AA4159_MARKER: DD = SURVEY DISK
 AA4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4159_STAMPING: 32 025 X 1993
 AA4159_MARK LOGO: SCGS  
 AA4159_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4159+STABILITY: SURFACE MOTION
 AA4159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4159+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4159
 AA4159  HISTORY     - Date     Condition        Report By
 AA4159  HISTORY     - 1993     MONUMENTED       SCGS
 AA4159  HISTORY     - 19950927 GOOD             SCGS
 AA4159
 AA4159                          STATION DESCRIPTION
 AA4159
 AA4159'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4159'STATION IS LOCATED IN GILBERT. OWNERSHIP--R.J. TAYLOR, P.O. BOX 155,
 AA4159'GILBERT, SC 29054, PHONE 803-892-2627. TO REACH THE STATION FROM THE
 AA4159'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE ROAD 34 (BRANCH POND
 AA4159'ROAD) EXIT 44, 3.6 MILES (5.8 KM) SOUTH OF GILBERT, GO WEST ON ROAD 34
 AA4159'FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 37 (JUNIPER SPRING
 AA4159'ROAD), TURN RIGHT ON ROAD 37 FOR 4.35 MILES (7.00 KM) TO THE JUNCTION
 AA4159'OF STATE ROAD 60 (WIRE ROAD), TURN RIGHT ON ROAD 60 FOR 0.3 MILE (0.5
 AA4159'KM) TO THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A
 AA4159'CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE. STATION IS A CONCRETE POST
 AA4159'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 49.2 FEET
 AA4159'(15.0 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 13.6 FEET (4.1 M)
 AA4159'SOUTH SOUTHEAST OF THE POWER POLE NUMBER 47029 WITH FIVE GUY WIRES AND
 AA4159'A STREET LIGHT, 28.3 FEET (8.6 M) WEST SOUTHWEST OF THE WEST EDGE OF
 AA4159'THE DRIVEWAY, 90.5 FEET (27.6 M) NORTHWEST OF THE NORTHWEST CORNER OF
 AA4159'THE HOUSE (GARAGE), 9.7 FEET (3.0 M) NORTHEAST OF A FLAG POLE, 14.5
 AA4159'FEET (4.4 M) SOUTH OF A SUPPORT POST FOR A TELEPHONE JUNCTION BOX
 AA4159'NUMBER 31500/4020. DESCRIBED BY C.E. GEOGHEGAN.
 AA4159
 AA4159                          STATION RECOVERY (1995)
 AA4159
 AA4159'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AA4159'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4185 ***********************************************************************
 AA4185  DESIGNATION -  32 026
 AA4185  PID         -  AA4185
 AA4185  STATE/COUNTY-  SC/LEXINGTON
 AA4185  USGS QUAD   -  LAKE MURRAY WEST (1971)
 AA4185
 AA4185                         *CURRENT SURVEY CONTROL
 AA4185  ___________________________________________________________________
 AA4185* NAD 83(2001)-  34 01 03.92060(N)    081 24 34.11774(W)     ADJUSTED  
 AA4185* NAVD 88     -       126.796  (meters)     416.00   (feet)  ADJUSTED  
 AA4185  ___________________________________________________________________
 AA4185  X           -     790,510.870 (meters)                     COMP
 AA4185  Y           -  -5,232,863.511 (meters)                     COMP
 AA4185  Z           -   3,548,133.071 (meters)                     COMP
 AA4185  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 AA4185  ELLIP HEIGHT-          96.31  (meters)          (03/13/03) GPS OBS
 AA4185  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AA4185  DYNAMIC HT  -         126.667 (meters)     415.57  (feet)  COMP
 AA4185  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 AA4185
 AA4185  HORZ ORDER  -  FIRST
 AA4185  VERT ORDER  -  FIRST     CLASS II
 AA4185  ELLP ORDER  -  FOURTH    CLASS II
 AA4185
 AA4185.The horizontal coordinates were established by GPS observations
 AA4185.and adjusted by the National Geodetic Survey in March 2003..
 AA4185
 AA4185.The orthometric height was determined by differential leveling
 AA4185.and adjusted by the National Geodetic Survey in September 1998..
 AA4185
 AA4185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4185
 AA4185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4185
 AA4185.The ellipsoidal height was determined by GPS observations
 AA4185.and is referenced to NAD 83.
 AA4185
 AA4185.The geoid height was determined by GEOID03.
 AA4185
 AA4185.The dynamic height is computed by dividing the NAVD 88
 AA4185.geopotential number by the normal gravity value computed on the
 AA4185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4185.degrees latitude (g = 980.6199 gals.).
 AA4185
 AA4185.The modeled gravity was interpolated from observed gravity values.
 AA4185
 AA4185;                    North         East     Units Scale Factor Converg.
 AA4185;SPC SC       -   242,319.070   571,785.620   MT  0.99981208   -0 13 37.2
 AA4185;SPC SC       -   795,010.07  1,875,937.07   iFT  0.99981208   -0 13 37.2
 AA4185;UTM  17      - 3,764,200.280   462,193.421   MT  0.99961762   -0 13 44.7
 AA4185
 AA4185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4185!SPC SC       -   0.99998488  x   0.99981208  =   0.99979696
 AA4185!UTM  17      -   0.99998488  x   0.99961762  =   0.99960251
 AA4185
 AA4185:                Primary Azimuth Mark                     Grid Az
 AA4185:SPC SC       -  32 028                                   124 04 53.0
 AA4185:UTM  17      -  32 028                                   124 05 00.5
 AA4185
 AA4185|---------------------------------------------------------------------|
 AA4185| PID    Reference Object                     Distance      Geod. Az  |
 AA4185|                                                           dddmmss.s |
 AA4185| AA4187 32 028                              APPROX. 1.2 KM 1235115.8 |
 AA4185|---------------------------------------------------------------------|
 AA4185
 AA4185                          SUPERSEDED SURVEY CONTROL
 AA4185
 AA4185  NAD 83(1986)-  34 01 03.93447(N)    081 24 34.11837(W) AD(       ) 1
 AA4185  NAD 83(1995)-  34 01 03.92093(N)    081 24 34.11816(W) AD(       ) 1
 AA4185  ELLIP H (02/11/03)   96.33   (m)                       GP(       ) 4 2
 AA4185  NAVD 88 (02/11/03)  126.80   (m)          416.0    (f) LEVELING    3  
 AA4185
 AA4185.Superseded values are not recommended for survey control.
 AA4185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4185.See file dsdata.txt to determine how the superseded data were derived.
 AA4185
 AA4185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6219364200(NAD 83)
 AA4185_MARKER: DD = SURVEY DISK
 AA4185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4185_STAMPING: 32 026 1994
 AA4185_MARK LOGO: SCGS  
 AA4185_PROJECTION: FLUSH
 AA4185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4185+STABILITY: SURFACE MOTION
 AA4185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4185+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 AA4185
 AA4185  HISTORY     - Date     Condition        Report By
 AA4185  HISTORY     - 1994     MONUMENTED       SCGS
 AA4185  HISTORY     - 20011105 GOOD             SCGS
 AA4185
 AA4185                          STATION DESCRIPTION
 AA4185
 AA4185'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4185'STATION IS LOCATED 9.2 MILES (14.8 KM) NORTHEAST OF LEESVILLE.
 AA4185'OWNERSHIP--LEXINGTON COUNTY RECREATION AND AGING COMMISSION. TO REACH
 AA4185'THE STATION FROM THE TRAFFIC CIRCLE AT THE JUNCTION OF U.S. HIGHWAY
 AA4185'378 AND STATE HIGHWAY 391, 9.5 MILES (15.3 KM) NORTH OF BATESBURG, GO
 AA4185'EAST SOUTHEAST ON HIGHWAY 378 FOR 8.0 MILES (12.9 KM) TO THE JUNCTION
 AA4185'OF STATE ROAD 24 (PRICEVILLE AND BEULAH CHURCH ROADS), TURN LEFT ON
 AA4185'ROAD 24 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 AA4185'POLE IN FRONT OF A TENNIS COURT (HOLLOW CREEK PARK). STATION IS A
 AA4185'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 48.8 FEET
 AA4185'(14.9 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 16.7 FEET (5.1 M)
 AA4185'EAST NORTHEAST OF THE POWER POLE WITH A METER BOX, 33.5 FEET (10.2 M)
 AA4185'NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING
 AA4185'THE COURTS, 102.7 FEET (31.3 M) WEST OF THE SOUTHWEST CORNER OF A
 AA4185'BRICK HOUSE NUMBER 120, 37.6 FEET (11.5 M) EAST NORTHEAST OF THE EAST
 AA4185'END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 1.2 FEET
 AA4185'(0.4 M) SOUTH SOUTHWEST OF A WITNESS POST IN A CHAIN LINK FENCE LINE
 AA4185'SEPERATING THE COURT AND THE HOUSE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4185
 AA4185                          STATION RECOVERY (2001)
 AA4185
 AA4185'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4185'STATION IS LOCATED 6.5 MILES NORTH OF SUMMIT, 9.7 MILES NORTH OF
 AA4185'BATESVILLE, 10.25 MILES
 AA4185'WEST NORTHWEST OF LEXINGTON. OWNERSHIP--LEXINGTON COUNTY RECREATION
 AA4185'AND AGING
 AA4185'COMMISSION.
 AA4185'TO REACH THE STATION FROM THE TRAFFIC CIRCLE JUNCTION OF U.S. HIGHWAY
 AA4185'378 AND STATE
 AA4185'HIGHWAY 391, 9.3 MILES NORTH OF BATESBURG, GO EAST SOUTHEAST ON
 AA4185'HIGHWAY 378 FOR 8.0
 AA4185'MILES TO THE JUNCTION OF STATE ROAD 24 (RICEVILLE AND BEULAH CHURCH
 AA4185'ROADS), TURN LEFT
 AA4185'ON ROAD 24 FOR 0.1 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE
 AA4185'IN FRONT OF A
 AA4185'TENNIS COURT (HOLLOW CREEK PARK).
 AA4185'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW
 AA4185'THE ROAD,
 AA4185'48.8 FEET EAST SOUTHEAST OF THE CENTER OF THE ROAD, 16.9 FEET EAST
 AA4185'NORTHEAST
 AA4185'OF A POWER POLE WITH METER BOX, 33.5 FEET NORTHWEST OF THE NORTHWEST
 AA4185'CORNER OF A CHAIN LINK FENCE SURROUNDING TENNIS COURTS, 102.7 FEET
 AA4185'WEST OF THE
 AA4185'SOUTHWEST CORNER OF A BRICK HOUSE (120 BEULAH CHURCH ROAD), 33.0 FEET
 AA4185'EAST
 AA4185'NORTHEAST OF THE EAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 AA4185'THE
 AA4185'ROAD, 15.0 FEET EAST SOUTHEAST OF A CHAIN LINK FENCE, 1.2 FEET SOUTH
 AA4185'SOUTHWEST
 AA4185'OF A  WITNESS POST IN THE CHAIN LINK FENCE LINE.
 AA4185'RECOVERED BY L.A. LAPINE.
 AA4185' 
 AA4185' 
 AA4185'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4160 ***********************************************************************
 AA4160  DESIGNATION -  32 026 X
 AA4160  PID         -  AA4160
 AA4160  STATE/COUNTY-  SC/LEXINGTON
 AA4160  USGS QUAD   -  GILBERT (1986)
 AA4160
 AA4160                         *CURRENT SURVEY CONTROL
 AA4160  ___________________________________________________________________
 AA4160* NAD 83(1986)-  33 54 43.     (N)    081 22 35.     (W)     SCALED    
 AA4160* NAVD 88     -       147.355  (meters)     483.45   (feet)  ADJUSTED  
 AA4160  ___________________________________________________________________
 AA4160  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AA4160  DYNAMIC HT  -         147.201 (meters)     482.94  (feet)  COMP
 AA4160  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 AA4160
 AA4160  VERT ORDER  -  FIRST     CLASS II
 AA4160
 AA4160.The horizontal coordinates were scaled from a topographic map and have
 AA4160.an estimated accuracy of +/- 6 seconds.
 AA4160
 AA4160.The orthometric height was determined by differential leveling
 AA4160.and adjusted by the National Geodetic Survey in September 1998..
 AA4160
 AA4160.The geoid height was determined by GEOID03.
 AA4160
 AA4160.The dynamic height is computed by dividing the NAVD 88
 AA4160.geopotential number by the normal gravity value computed on the
 AA4160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4160.degrees latitude (g = 980.6199 gals.).
 AA4160
 AA4160.The modeled gravity was interpolated from observed gravity values.
 AA4160
 AA4160;                    North         East    Units  Estimated Accuracy
 AA4160;SPC SC       -   230,570.      574,800.      MT  (+/- 180 meters Scaled)
 AA4160
 AA4160                          SUPERSEDED SURVEY CONTROL
 AA4160
 AA4160.No superseded survey control is available for this station.
 AA4160
 AA4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT652524(NAD 83)
 AA4160_MARKER: DD = SURVEY DISK
 AA4160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4160_STAMPING: 32 026 X 1993
 AA4160_MARK LOGO: SCGS  
 AA4160_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4160+STABILITY: SURFACE MOTION
 AA4160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4160+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 AA4160
 AA4160  HISTORY     - Date     Condition        Report By
 AA4160  HISTORY     - 1993     MONUMENTED       SCGS
 AA4160  HISTORY     - 20020529 GOOD             SCGS
 AA4160
 AA4160                          STATION DESCRIPTION
 AA4160
 AA4160'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4160'STATION IS LOCATED 1.3 MILES (2.1 KM) SOUTHEAST OF GILBERT.
 AA4160'OWNERSHIP--RACHEL MCCARTHA, 4042 TWO NOTCH ROAD, GILBERT, SC 29054,
 AA4160'PHONE 803-892-2591. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4160'INTERSTATE 20 AND STATE ROAD 34 (BRANCH POND ROAD) EXIT 44, 3.6 MILES
 AA4160'(5.8 KM) SOUTH OF GILBERT, GO WEST ON ROAD 34 FOR 0.3 MILE (0.5 KM) TO
 AA4160'THE JUNCTION OF STATE ROAD 37 (JUNIPER SPRING ROAD), TURN RIGHT ON
 AA4160'ROAD 37 FOR 3.35 MILES (5.39 KM) TO THE JUNCTION OF STATE ROAD 77 (TWO
 AA4160'NOTCH ROAD), TURN RIGHT ON ROAD 77 FOR 0.05 MILE (0.08 KM) TO THE
 AA4160'STATION NEAR A TELEPHONE POLE IN THE NORTHWEST ANGLE OF A PAVED
 AA4160'DRIVEWAY LEADING TO A CONCRETE BLOCK HOUSE. STATION IS A CONCRETE POST
 AA4160'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 23.2 FEET
 AA4160'(7.1 M) WEST OF THE CENTER OF THE DRIVEWAY, 40.8 FEET (12.4 M) NORTH
 AA4160'OF THE CENTER OF THE ROAD, 130.8 FEET (39.9 M) SOUTHWEST OF THE
 AA4160'SOUTHEAST CORNER OF THE HOUSE, 17.8 FEET (5.4 M) NORTHWEST OF THE
 AA4160'NORTHWEST CORNER OF A CONCRETE WATER METER BOX COVER, 66.6 FEET (20.3
 AA4160'M) EAST SOUTHEAST OF A 2.5-FOOT WATER OAK TREE, 9.1 FEET (2.8 M) EAST
 AA4160'NORTHEAST OF A TELEPHONE POLE WITH A SCGS REFERENCE WASHER ATTACHED.
 AA4160'DESCRIBED BY C.E. GEOGHEGAN.
 AA4160
 AA4160                          STATION RECOVERY (2002)
 AA4160
 AA4160'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AA4160'STATION IS LOCATED 1.3 MILES SOUTHEAST OF GILBERT, 9.4 MILES WEST
 AA4160'SOUTHWEST OF  LEXINGTON. OWNERSHIP--RACHEL MCCARTHA, 4042 TWO NOTCH
 AA4160'ROAD, GILBERT, SC 29054, PHONE  803-892-2591.
 AA4160' 
 AA4160'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 (EXIT
 AA4160'44) AND STATE  ROAD 34 (POND BRANCH ROAD), 3.7 MILES SOUTH OF GILBERT,
 AA4160'GO WEST ON ROAD 34 FOR 0.3 MILE TO  THE JUNCTION OF STATE ROAD 37
 AA4160'(JUNIPER SPRINGS ROAD), TURN RIGHT ON ROAD 37 FOR 3.35  MILES TO THE
 AA4160'JUNCTION OF STATE ROAD 77 (TWO NOTCH ROAD), TURN RIGHT ON ROAD 77 FOR
 AA4160'0.05  MILE TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE
 AA4160'NORTHWEST ANGLE OF A PAVED  DRIVEWAY LEADING TO A CONCRETE BLOCK HOUSE
 AA4160'NUMBER 4042. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4160'LEVEL WITH THE ROAD, 40.6 FEET  WEST SOUTHWEST OF THE CENTER OF THE
 AA4160'ROAD, 9.0 FEET EAST NORTHEAST OF THE POWER  POLE WITH A SCGS REFERENCE
 AA4160'WASHER ATTACHED, 22.5 FEET WEST OF THE CENTER OF THE  DRIVEWAY, 18.0
 AA4160'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE WATER  METER BOX
 AA4160'COVER, 66.7 FEET EAST SOUTHEAST OF A 2.5-FOOT WATER OAK TREE.
 AA4160'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4186 ***********************************************************************
 AA4186  DESIGNATION -  32 027
 AA4186  PID         -  AA4186
 AA4186  STATE/COUNTY-  SC/LEXINGTON
 AA4186  USGS QUAD   -  LAKE MURRAY WEST (1971)
 AA4186
 AA4186                         *CURRENT SURVEY CONTROL
 AA4186  ___________________________________________________________________
 AA4186* NAD 83(1986)-  34 01 34.     (N)    081 23 55.     (W)     SCALED    
 AA4186* NAVD 88     -       135.463  (meters)     444.43   (feet)  ADJUSTED  
 AA4186  ___________________________________________________________________
 AA4186  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA4186  DYNAMIC HT  -         135.325 (meters)     443.98  (feet)  COMP
 AA4186  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 AA4186
 AA4186  VERT ORDER  -  FIRST     CLASS II
 AA4186
 AA4186.The horizontal coordinates were scaled from a topographic map and have
 AA4186.an estimated accuracy of +/- 6 seconds.
 AA4186
 AA4186.The orthometric height was determined by differential leveling
 AA4186.and adjusted by the National Geodetic Survey in September 1998..
 AA4186
 AA4186.The geoid height was determined by GEOID03.
 AA4186
 AA4186.The dynamic height is computed by dividing the NAVD 88
 AA4186.geopotential number by the normal gravity value computed on the
 AA4186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4186.degrees latitude (g = 980.6199 gals.).
 AA4186
 AA4186.The modeled gravity was interpolated from observed gravity values.
 AA4186
 AA4186;                    North         East    Units  Estimated Accuracy
 AA4186;SPC SC       -   243,240.      572,790.      MT  (+/- 180 meters Scaled)
 AA4186
 AA4186                          SUPERSEDED SURVEY CONTROL
 AA4186
 AA4186.No superseded survey control is available for this station.
 AA4186
 AA4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT632651(NAD 83)
 AA4186_MARKER: DD = SURVEY DISK
 AA4186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4186_STAMPING: 32 027 1994
 AA4186_MARK LOGO: SCGS  
 AA4186_PROJECTION: RECESSED 3 CENTIMETERS
 AA4186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4186+STABILITY: SURFACE MOTION
 AA4186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4186+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001
 AA4186
 AA4186  HISTORY     - Date     Condition        Report By
 AA4186  HISTORY     - 1994     MONUMENTED       SCGS
 AA4186  HISTORY     - 20010605 GOOD             SCGS
 AA4186
 AA4186                          STATION DESCRIPTION
 AA4186
 AA4186'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4186'STATION IS LOCATED 7.0 MILES (11.3 KM) NORTH OF GILBERT, 9.85 MILES
 AA4186'(15.85 KM) WEST NORTHWEST OF LEXINGTON. OWNERSHIP--COREY COTTERMAN,
 AA4186'453 SHORE ROAD, GILBERT, SC 29054, PHONE 803-892-2401. TO REACH THE
 AA4186'STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 1 AND 378 (WEST MAIN
 AA4186'STREET AND GIBSON ROAD), 1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO WEST
 AA4186'NORTHWEST ON HIGHWAY 378 FOR 8.55 MILES (13.76 KM) TO THE JUNCTION OF
 AA4186'STATE ROAD 115 (SHORE ROAD), TURN RIGHT ON ROAD 115 FOR 0.85 MILE
 AA4186'(1.37 KM) TO THE JUNCTION OF STATE ROAD 24 (ERVIN PRICE ROAD),
 AA4186'CONTINUE ON ROAD 115 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE LEFT
 AA4186'NEAR THE SOUTH CORNER OF THE SOUTHWEST WING OF A WOOD-SIDED HOUSE.
 AA4186'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 AA4186'ABOVE THE ROAD, 122.1 FEET (37.2 M) NORTH NORTHWEST OF THE CENTER OF
 AA4186'THE ROAD, 34.3 FEET (10.5 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF
 AA4186'THE SOUTHWEST WING OF THE HOUSE, 46.1 FEET (14.1 M) SOUTHWEST OF THE
 AA4186'SOUTH CORNER OF THE MAIN PART OF THE HOUSE, 57.7 FEET (17.6 M) EAST OF
 AA4186'THE EAST CORNER OF A CONCRETE BLOCK WELL HOUSE, 57.2 FEET (17.4 M)
 AA4186'EAST SOUTHEAST OF THE EAST CORNER OF A CHAIN LINK FENCE SURROUNDING
 AA4186'NEIGHBORS BACKYARD. DESCRIBED BY C.E. GEOGHEGAN.
 AA4186
 AA4186                          STATION RECOVERY (2001)
 AA4186
 AA4186'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4186'STATION IS LOCATED 7.0 MILES NORTH OF GILBERT, 9.8 MILES WEST
 AA4186'NORTHWEST OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4186'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA4186'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AA4186'1 (WEST MAIN STREET), 378  AND STATE ROAD 176 (GIBSON ROAD), 1.2 MILES
 AA4186'WEST OF LEXINGTON, GO WEST  SOUTHWEST ON HIGHWAY 378 FOR 5.25 MILES TO
 AA4186'THE JUNCTION OF STATE ROAD 113  (COUNTS FERRY ROAD), CONTINUE ON
 AA4186'HIGHWAY 378 FOR 3.35 MILES TO THE JUNCTION OF  STATE ROAD 115 (SHORE
 AA4186'ROAD), TURN RIGHT ON ROAD 115 FOR 1.05 MILES TO THE STATION  ON THE
 AA4186'LEFT IN THE FRONT YARD OF A WOOD-SIDED HOUSE (453 SHORE ROAD). STATION
 AA4186'IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROAD, 122.1
 AA4186'FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD, 25.0 FEET EAST
 AA4186'NORTHEAST  OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 34.3 FEET SOUTH
 AA4186'SOUTHWEST OF  THE SOUTHWEST CORNER OF THE HOUSE, 15.0 FEET SOUTH OF A
 AA4186'1.2-FOOT CHERRY  TREE, 57.9 FEET EAST OF THE EAST CORNER OF A CONCRETE
 AA4186'BLOCK PUMP HOUSE, 57.5  FEET EAST SOUTHEAST OF THE EAST CORNER CHAIN
 AA4186'LINK FENCE POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4161 ***********************************************************************
 AA4161  DESIGNATION -  32 027 X
 AA4161  PID         -  AA4161
 AA4161  STATE/COUNTY-  SC/LEXINGTON
 AA4161  USGS QUAD   -  BARR LAKE (1986)
 AA4161
 AA4161                         *CURRENT SURVEY CONTROL
 AA4161  ___________________________________________________________________
 AA4161* NAD 83(1986)-  33 53 55.     (N)    081 22 16.     (W)     SCALED    
 AA4161* NAVD 88     -       136.414  (meters)     447.55   (feet)  ADJUSTED  
 AA4161  ___________________________________________________________________
 AA4161  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AA4161  DYNAMIC HT  -         136.272 (meters)     447.09  (feet)  COMP
 AA4161  MODELED GRAV-     979,589.8   (mgal)                       NAVD 88
 AA4161
 AA4161  VERT ORDER  -  FIRST     CLASS II
 AA4161
 AA4161.The horizontal coordinates were scaled from a topographic map and have
 AA4161.an estimated accuracy of +/- 6 seconds.
 AA4161
 AA4161.The orthometric height was determined by differential leveling
 AA4161.and adjusted by the National Geodetic Survey in September 1998..
 AA4161
 AA4161.The geoid height was determined by GEOID03.
 AA4161
 AA4161.The dynamic height is computed by dividing the NAVD 88
 AA4161.geopotential number by the normal gravity value computed on the
 AA4161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4161.degrees latitude (g = 980.6199 gals.).
 AA4161
 AA4161.The modeled gravity was interpolated from observed gravity values.
 AA4161
 AA4161;                    North         East    Units  Estimated Accuracy
 AA4161;SPC SC       -   229,090.      575,280.      MT  (+/- 180 meters Scaled)
 AA4161
 AA4161                          SUPERSEDED SURVEY CONTROL
 AA4161
 AA4161.No superseded survey control is available for this station.
 AA4161
 AA4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT656509(NAD 83)
 AA4161_MARKER: DD = SURVEY DISK
 AA4161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4161_STAMPING: 32 027 X 1993
 AA4161_MARK LOGO: SCGS  
 AA4161_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4161+STABILITY: SURFACE MOTION
 AA4161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4161+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4161
 AA4161  HISTORY     - Date     Condition        Report By
 AA4161  HISTORY     - 1993     MONUMENTED       SCGS
 AA4161
 AA4161                          STATION DESCRIPTION
 AA4161
 AA4161'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4161'STATION IS LOCATED 2.2 MILES (3.5 KM) SOUTH SOUTHEAST OF GILBERT.
 AA4161'OWNERSHIP--LILLIAN KOON, 1104 JUNIPER SPRING ROAD, GILBERT, SC 29054,
 AA4161'PHONE 803-892-2729. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4161'INTERSTATE 20 AND STATE ROAD 34 (BRANCH POND ROAD) EXIT 44, 3.6 MILES
 AA4161'(5.8 KM) SOUTH OF GILBERT, GO WEST ON ROAD 34 FOR 0.3 MILE (0.5 KM) TO
 AA4161'THE JUNCTION OF STATE ROAD 37 (JUNIPER SPRING ROAD), TURN RIGHT ON
 AA4161'ROAD 37 FOR 0.75 MILE (1.21 KM) TO THE SECOND JUNCTION OF STATE ROAD
 AA4161'1478 (TIGER CIRCLE), CONTINUE ON ROAD 37 FOR 1.65 MILES (2.66 KM) TO
 AA4161'THE STATION ON THE LEFT NEAR A POWER POLE OFF THE SOUTHEAST CORNER OF
 AA4161'A SHINGLE-SIDED HOUSE, 0.6 MILE (1.0 KM) SOUTH SOUTHEAST OF THE
 AA4161'JUNCTION OF STATE ROAD 625 (OLD CHARLESTON ROAD). STATION IS A
 AA4161'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 AA4161'ROAD, 165.0 FEET (50.3 M) WEST NORTHWEST OF THE CENTER OF THE ROAD,
 AA4161'15.0 FEET (4.6 M) SOUTHWEST OF THE POWER POLE WITH A GUY WIRE, 103.7
 AA4161'FEET (31.6 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 82.5
 AA4161'FEET (25.1 M) SOUTH OF THE SOUTHEAST CORNER OF THE EAST WING OF THE
 AA4161'HOUSE, 82.0 FEET (25.0 M) EAST OF THE SOUTHEAST CORNER OF A METAL
 AA4161'SIX-STALL POLE SHED, 142.8 FEET (43.5 M) WEST NORTHWEST OF A POWER
 AA4161'POLE WITH A TRANSFORMER. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4187 ***********************************************************************
 AA4187  DESIGNATION -  32 028
 AA4187  PID         -  AA4187
 AA4187  STATE/COUNTY-  SC/LEXINGTON
 AA4187  USGS QUAD   -  LAKE MURRAY WEST (1971)
 AA4187
 AA4187                         *CURRENT SURVEY CONTROL
 AA4187  ___________________________________________________________________
 AA4187* NAD 83(2001)-  34 00 41.92986(N)    081 23 54.75545(W)     ADJUSTED  
 AA4187* NAVD 88     -       135.570  (meters)     444.78   (feet)  ADJUSTED  
 AA4187  ___________________________________________________________________
 AA4187  X           -     791,567.236 (meters)                     COMP
 AA4187  Y           -  -5,233,094.504 (meters)                     COMP
 AA4187  Z           -   3,547,576.313 (meters)                     COMP
 AA4187  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AA4187  ELLIP HEIGHT-         105.05  (meters)          (03/13/03) GPS OBS
 AA4187  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AA4187  DYNAMIC HT  -         135.432 (meters)     444.33  (feet)  COMP
 AA4187  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 AA4187
 AA4187  HORZ ORDER  -  FIRST
 AA4187  VERT ORDER  -  FIRST     CLASS II
 AA4187  ELLP ORDER  -  FOURTH    CLASS II
 AA4187
 AA4187.The horizontal coordinates were established by GPS observations
 AA4187.and adjusted by the National Geodetic Survey in March 2003..
 AA4187
 AA4187.The orthometric height was determined by differential leveling
 AA4187.and adjusted by the National Geodetic Survey in September 1998..
 AA4187
 AA4187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4187
 AA4187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4187
 AA4187.The ellipsoidal height was determined by GPS observations
 AA4187.and is referenced to NAD 83.
 AA4187
 AA4187.The geoid height was determined by GEOID03.
 AA4187
 AA4187.The dynamic height is computed by dividing the NAVD 88
 AA4187.geopotential number by the normal gravity value computed on the
 AA4187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4187.degrees latitude (g = 980.6199 gals.).
 AA4187
 AA4187.The modeled gravity was interpolated from observed gravity values.
 AA4187
 AA4187;                    North         East     Units Scale Factor Converg.
 AA4187;SPC SC       -   241,637.680   572,792.732   MT  0.99981144   -0 13 15.4
 AA4187;SPC SC       -   792,774.54  1,879,241.25   iFT  0.99981144   -0 13 15.4
 AA4187;UTM  17      - 3,763,518.987   463,200.313   MT  0.99961669   -0 13 22.6
 AA4187
 AA4187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4187!SPC SC       -   0.99998351  x   0.99981144  =   0.99979495
 AA4187!UTM  17      -   0.99998351  x   0.99961669  =   0.99960021
 AA4187
 AA4187:                Primary Azimuth Mark                     Grid Az
 AA4187:SPC SC       -  32 026                                   304 04 53.2
 AA4187:UTM  17      -  32 026                                   304 05 00.4
 AA4187
 AA4187|---------------------------------------------------------------------|
 AA4187| PID    Reference Object                     Distance      Geod. Az  |
 AA4187|                                                           dddmmss.s |
 AA4187| AA4185 32 026                              APPROX. 1.2 KM 3035137.8 |
 AA4187|---------------------------------------------------------------------|
 AA4187
 AA4187                          SUPERSEDED SURVEY CONTROL
 AA4187
 AA4187  NAD 83(1986)-  34 00 41.94379(N)    081 23 54.75611(W) AD(       ) 1
 AA4187  NAD 83(1995)-  34 00 41.93021(N)    081 23 54.75582(W) AD(       ) 1
 AA4187  ELLIP H (02/11/03)  105.08   (m)                       GP(       ) 4 2
 AA4187  NAVD 88 (02/11/03)  135.57   (m)          444.8    (f) LEVELING    3  
 AA4187
 AA4187.Superseded values are not recommended for survey control.
 AA4187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4187.See file dsdata.txt to determine how the superseded data were derived.
 AA4187
 AA4187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6320063519(NAD 83)
 AA4187_MARKER: DD = SURVEY DISK
 AA4187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4187_STAMPING: 32 028 1994
 AA4187_MARK LOGO: SCGS  
 AA4187_PROJECTION: RECESSED 3 CENTIMETERS
 AA4187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4187+STABILITY: SURFACE MOTION
 AA4187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4187+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 AA4187
 AA4187  HISTORY     - Date     Condition        Report By
 AA4187  HISTORY     - 1994     MONUMENTED       SCGS
 AA4187  HISTORY     - 20011105 GOOD             SCGS
 AA4187
 AA4187                          STATION DESCRIPTION
 AA4187
 AA4187'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4187'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTH OF GILBERT, 9.6 MILES
 AA4187'(15.4 KM) WEST NORTHWEST OF LEXINGTON. OWNERSHIP--JOHN B. HOLLOWAY,
 AA4187'2401 HWY 378, GILBERT, SC 29054, PHONE 803-892-2723. TO REACH THE
 AA4187'STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 1 AND 378 (WEST MAIN
 AA4187'STREET AND GIBSON ROAD), 1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO WEST
 AA4187'NORTHWEST ON HIGHWAY 378 FOR 8.55 MILES (13.76 KM) TO THE JUNCTION OF
 AA4187'STATE ROAD 115 (SHORE ROAD), CONTINUE ON HIGHWAY 378 FOR 0.05 MILE
 AA4187'(0.08 KM) TO THE STATION ON THE LEFT NEAR THE SOUTH CORNER OF A
 AA4187'CONCRETE BLOCK WELL HOUSE. STATION IS A CONCRETE POST RECESSED 0.2
 AA4187'FOOT (6.1 CM) AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 106.1 FEET (32.3
 AA4187'M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 17.3 FEET (5.3 M)
 AA4187'SOUTH OF THE SOUTH CORNER OF THE WELL HOUSE, 171.8 FEET (52.4 M)
 AA4187'NORTHWEST OF THE NORTH CORNER OF A 1 1/2 STORY WOOD-SIDED HOUSE, 62.2
 AA4187'FEET (19.0 M) NORTH OF THE NORTHWEST CORNER OF A DILAPIDATED BARN,
 AA4187'124.3 FEET (37.9 M) NORTHWEST OF THE NORTHWEST CORNER OF A WOOD-SIDED
 AA4187'SHED NEAR THE HOUSE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4187
 AA4187                          STATION RECOVERY (2001)
 AA4187
 AA4187'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4187'STATION IS LOCATED 6.0 MILES NORTH OF GILBERT, 9.6 MILES WEST
 AA4187'NORTHWEST OF LEXINGTON.
 AA4187'OWNERSHIP--JOHN B. HOLLOWAY, 2401 HIGHWAY 378, GILBERT, SC 29054,
 AA4187'PHONE 803-892-2723.
 AA4187'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 378
 AA4187'(WEST MAIN
 AA4187'STREET AND GIBSON ROAD) , 1.2 MILES WEST OF LEXINGTON, GO NORTHWEST ON
 AA4187'HIGHWAY 378 FOR
 AA4187'8.55 MILES TO THE JUNCTION OF STATE ROAD 115 (SHORE ROAD), CONTINUE ON
 AA4187'HIGHWAY 378
 AA4187'FOR 0.05 MILE TO THE STATION ON THE LEFT NEAR THE SOUTH CORNER OF A
 AA4187'CONCRETE BLOCK
 AA4187'WELL HOUSE.
 AA4187'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 2.0 FEET ABOVE THE
 AA4187'HIGHWAY, 132.6
 AA4187'FEET SOUTH SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE
 AA4187'HIGHWAY, 17.3
 AA4187'FEET SOUTH OF THE SOUTH CORNER OF THE WELL HOUSE, 171.8 FEET NORTHWEST
 AA4187'OF THE NORTH
 AA4187'CORNER OF A ONE AND A HALF STORY WOOD-SIDED HOUSE, 62.2 FEET NORTH OF
 AA4187'THE NORTHWEST
 AA4187'CORNER OF A WOODEN AND METAL SIDED BARN, 118.7 FEET NORTHWEST OF THE
 AA4187'NORTHWEST
 AA4187'CORNER OF A WOOD-SIDED SHED NEAR HOUSE.
 AA4187'RECOVERED BY L.A. LAPINE.
 AA4187' 
 AA4187'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4163 ***********************************************************************
 AA4163  DESIGNATION -  32 028 X
 AA4163  PID         -  AA4163
 AA4163  STATE/COUNTY-  SC/LEXINGTON
 AA4163  USGS QUAD   -  STEEDMAN (1986)
 AA4163
 AA4163                         *CURRENT SURVEY CONTROL
 AA4163  ___________________________________________________________________
 AA4163* NAD 83(1986)-  33 52 17.     (N)    081 23 24.     (W)     SCALED    
 AA4163* NAVD 88     -       148.303  (meters)     486.56   (feet)  ADJUSTED  
 AA4163  ___________________________________________________________________
 AA4163  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AA4163  DYNAMIC HT  -         148.147 (meters)     486.05  (feet)  COMP
 AA4163  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 AA4163
 AA4163  VERT ORDER  -  FIRST     CLASS II
 AA4163
 AA4163.The horizontal coordinates were scaled from a topographic map and have
 AA4163.an estimated accuracy of +/- 6 seconds.
 AA4163
 AA4163.The orthometric height was determined by differential leveling
 AA4163.and adjusted by the National Geodetic Survey in September 1998..
 AA4163
 AA4163.The geoid height was determined by GEOID03.
 AA4163
 AA4163.The dynamic height is computed by dividing the NAVD 88
 AA4163.geopotential number by the normal gravity value computed on the
 AA4163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4163.degrees latitude (g = 980.6199 gals.).
 AA4163
 AA4163.The modeled gravity was interpolated from observed gravity values.
 AA4163
 AA4163;                    North         East    Units  Estimated Accuracy
 AA4163;SPC SC       -   226,080.      573,520.      MT  (+/- 180 meters Scaled)
 AA4163
 AA4163                          SUPERSEDED SURVEY CONTROL
 AA4163
 AA4163.No superseded survey control is available for this station.
 AA4163
 AA4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT639479(NAD 83)
 AA4163_MARKER: DD = SURVEY DISK
 AA4163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4163_STAMPING: 32 028 X 1993
 AA4163_MARK LOGO: SCGS  
 AA4163_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4163+STABILITY: SURFACE MOTION
 AA4163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4163+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4163
 AA4163  HISTORY     - Date     Condition        Report By
 AA4163  HISTORY     - 1993     MONUMENTED       SCGS
 AA4163
 AA4163                          STATION DESCRIPTION
 AA4163
 AA4163'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4163'STATION IS LOCATED 3.6 MILES (5.8 KM) SOUTH OF GILBERT.
 AA4163'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4163'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4163'OVERPASS OF INTERSTATE 20 AND STATE ROAD 34 (BRANCH POND ROAD) EXIT
 AA4163'44, 3.6 MILES (5.8 KM) SOUTH OF GILBERT, GO WEST ON ROAD 34 FOR 0.3
 AA4163'MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 37 (JUNIPER SPRING ROAD)
 AA4163'AND THE STATION NEAR A CONCRETE RIGHT OF WAY MARKER POST IN THE
 AA4163'NORTHWEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH
 AA4163'THE GROUND AND 1.5 FEET (0.5 M) ABOVE ROAD 37, 80.2 FEET (24.4 M)
 AA4163'NORTH OF THE CENTER OF THE ROAD, 31.2 FEET (9.5 M) NORTHWEST OF THE
 AA4163'CENTER OF ROAD 37, 78.3 FEET (23.9 M) SOUTHWEST OF THE CENTER OF A
 AA4163'SAND ROAD LEADING NORTHWEST (JIM BOUKNIGHT LANE), 37.2 FEET (11.3 M)
 AA4163'NORTHEAST OF A POWER POLE WITH THREE GUY WIRES, 142.0 FEET (43.3 M)
 AA4163'WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK THREE-STALL
 AA4163'COMMERCIAL GARAGE (44 TRUCK STOP), 1.7 FEET (0.5 M) NORTH NORTHEAST OF
 AA4163'A WITNESS POST AT THE MARKER POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4188 ***********************************************************************
 AA4188  DESIGNATION -  32 029
 AA4188  PID         -  AA4188
 AA4188  STATE/COUNTY-  SC/LEXINGTON
 AA4188  USGS QUAD   -  LAKE MURRAY WEST (1971)
 AA4188
 AA4188                         *CURRENT SURVEY CONTROL
 AA4188  ___________________________________________________________________
 AA4188* NAD 83(1986)-  34 00 51.     (N)    081 23 01.     (W)     SCALED    
 AA4188* NAVD 88     -       132.279  (meters)     433.99   (feet)  ADJUSTED  
 AA4188  ___________________________________________________________________
 AA4188  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AA4188  DYNAMIC HT  -         132.144 (meters)     433.54  (feet)  COMP
 AA4188  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 AA4188
 AA4188  VERT ORDER  -  FIRST     CLASS II
 AA4188
 AA4188.The horizontal coordinates were scaled from a topographic map and have
 AA4188.an estimated accuracy of +/- 6 seconds.
 AA4188
 AA4188.The orthometric height was determined by differential leveling
 AA4188.and adjusted by the National Geodetic Survey in September 1998..
 AA4188
 AA4188.The geoid height was determined by GEOID03.
 AA4188
 AA4188.The dynamic height is computed by dividing the NAVD 88
 AA4188.geopotential number by the normal gravity value computed on the
 AA4188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4188.degrees latitude (g = 980.6199 gals.).
 AA4188
 AA4188.The modeled gravity was interpolated from observed gravity values.
 AA4188
 AA4188;                    North         East    Units  Estimated Accuracy
 AA4188;SPC SC       -   241,910.      574,170.      MT  (+/- 180 meters Scaled)
 AA4188
 AA4188                          SUPERSEDED SURVEY CONTROL
 AA4188
 AA4188.No superseded survey control is available for this station.
 AA4188
 AA4188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT645637(NAD 83)
 AA4188_MARKER: DD = SURVEY DISK
 AA4188_SETTING: 66 = SET IN ROCK OUTCROP
 AA4188_STAMPING: 32 029 1994
 AA4188_MARK LOGO: SCGS  
 AA4188_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4188+STABILITY: POSITION/ELEVATION WELL
 AA4188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4188+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4188
 AA4188  HISTORY     - Date     Condition        Report By
 AA4188  HISTORY     - 1994     MONUMENTED       SCGS
 AA4188
 AA4188                          STATION DESCRIPTION
 AA4188
 AA4188'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4188'STATION IS LOCATED 6.1 MILES (9.8 KM) NORTH OF GILBERT, 8.7 MILES
 AA4188'(14.0 KM) WEST NORTHWEST OF LEXINGTON. OWNERSHIP--AUDREY RICHARDSON,
 AA4188'322 CATAWBA TRAIL, LEXINGTON, SC 29072, PHONE 803-359-4279. TO REACH
 AA4188'THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 1 AND 378 (WEST
 AA4188'MAIN STREET AND GIBSON ROAD), 1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO
 AA4188'WEST NORTHWEST ON HIGHWAY 378 FOR 7.7 MILES (12.4 KM) TO THE 2ND
 AA4188'JUNCTION OF STATE ROAD 236 (TAYLORS COVE ROAD), TURN RIGHT ON ROAD 236
 AA4188'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT IN THE TOP OF A LARGE
 AA4188'OUTCROPPING IN THE BACKYARD OF A WOOD-SIDED HOUSE. STATION IS A DRILL
 AA4188'MARK IN THE OUTCROPPING PROJECTING 4.5 FEET (1.4 M) AND 6.0 FEET (1.8
 AA4188'M) ABOVE THE ROAD, 184.0 FEET (56.1 M) WEST NORTHWEST OF THE CENTER OF
 AA4188'THE ROAD, 109.8 FEET (33.5 M) SOUTHWEST OF THE NORTHEAST CORNER OF THE
 AA4188'HOUSE, 37.3 FEET (11.4 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF A
 AA4188'CONCRETE BLOCK BUILDING, 90.9 FEET (27.7 M) SOUTHWEST OF THE SOUTHWEST
 AA4188'CORNER OF A STONE WELL HOUSE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4164 ***********************************************************************
 AA4164  DESIGNATION -  32 029 X
 AA4164  PID         -  AA4164
 AA4164  STATE/COUNTY-  SC/LEXINGTON
 AA4164  USGS QUAD   -  STEEDMAN (1986)
 AA4164
 AA4164                         *CURRENT SURVEY CONTROL
 AA4164  ___________________________________________________________________
 AA4164* NAD 83(1986)-  33 51 57.     (N)    081 22 38.     (W)     SCALED    
 AA4164* NAVD 88     -       147.130  (meters)     482.71   (feet)  ADJUSTED  
 AA4164  ___________________________________________________________________
 AA4164  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AA4164  DYNAMIC HT  -         146.976 (meters)     482.20  (feet)  COMP
 AA4164  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 AA4164
 AA4164  VERT ORDER  -  FIRST     CLASS II
 AA4164
 AA4164.The horizontal coordinates were scaled from a topographic map and have
 AA4164.an estimated accuracy of +/- 6 seconds.
 AA4164
 AA4164.The orthometric height was determined by differential leveling
 AA4164.and adjusted by the National Geodetic Survey in September 1998..
 AA4164
 AA4164.The geoid height was determined by GEOID03.
 AA4164
 AA4164.The dynamic height is computed by dividing the NAVD 88
 AA4164.geopotential number by the normal gravity value computed on the
 AA4164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4164.degrees latitude (g = 980.6199 gals.).
 AA4164
 AA4164.The modeled gravity was interpolated from observed gravity values.
 AA4164
 AA4164;                    North         East    Units  Estimated Accuracy
 AA4164;SPC SC       -   225,460.      574,700.      MT  (+/- 180 meters Scaled)
 AA4164
 AA4164                          SUPERSEDED SURVEY CONTROL
 AA4164
 AA4164.No superseded survey control is available for this station.
 AA4164
 AA4164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT651473(NAD 83)
 AA4164_MARKER: DD = SURVEY DISK
 AA4164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4164_STAMPING: 32 029 X 1993
 AA4164_MARK LOGO: SCGS  
 AA4164_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4164+STABILITY: SURFACE MOTION
 AA4164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4164+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 AA4164
 AA4164  HISTORY     - Date     Condition        Report By
 AA4164  HISTORY     - 1993     MONUMENTED       SCGS
 AA4164  HISTORY     - 20020610 GOOD             SCGS
 AA4164
 AA4164                          STATION DESCRIPTION
 AA4164
 AA4164'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4164'STATION IS LOCATED 4.2 MILES (6.8 KM) SOUTH OF GILBERT.
 AA4164'OWNERSHIP--KIMBALL SHEALY, 1011 NEELY WINGARD ROAD, GILBERT, SC 29054,
 AA4164'PHONE 803-657-5466. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA4164'INTERSTATE 20 AND STATE ROAD 34 (BRANCH POND ROAD) EXIT 44, 3.6 MILES
 AA4164'(5.8 KM) SOUTH OF GILBERT, GO EAST ON ROAD 34 FOR 0.25 MILE (0.40 KM)
 AA4164'TO THE JUNCTION OF STATE ROAD 774 (NEELY WINGARD ROAD) , TURN RIGHT ON
 AA4164'ROAD 774 FOR 0.35 MILE (0.56 KM) TO A SAND FORK ROAD RIGHT (GOLDIE
 AA4164'ROAD) AND  A SAND DRIVEWAY LEFT LEADING TO A FOUR-STALL CONCRETE BLOCK
 AA4164'GARAGE, TURN LEFT ON THE DRIVEWAY FOR 0.1 MILE (0.2 KM) TO THE STATION
 AA4164'ON THE LEFT NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH
 AA4164'THE GROUND AND LEVEL WITH THE SAND DRIVEWAY, 129.2 FEET (39.4 M) NORTH
 AA4164'OF THE CENTER OF THE PAVED DRIVEWAY TO THE HOUSE, 20.6 FEET (6.3 M)
 AA4164'NORTH OF THE CENTER OF THE SAND ROAD, 79.3 FEET (24.2 M) SOUTH
 AA4164'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE, 148.8 FEET (45.4 M)
 AA4164'NORTH OF THE NORTHWEST CORNER OF A BRICK HOUSE, 27.5 FEET (8.4 M)
 AA4164'NORTHWEST OF A POWER POLE WITH A GUY WIRE AND A TRANSFORMER, 204.6
 AA4164'FEET (62.4 M) EAST OF A POWER POLE WITH TWO GUY WIRES, 10.4 FEET (3.2
 AA4164'M) WEST NORTHWEST OF A WITNESS POST AT THE POWER POLE. DESCRIBED BY
 AA4164'C.E. GEOGHEGAN.
 AA4164
 AA4164                          STATION RECOVERY (2002)
 AA4164
 AA4164'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AA4164'STATION IS LOCATED 4.15 MILES SOUTH SOUTHEAST OF GILBERT, 11.35 MILES
 AA4164'SOUTHWEST OF  LEXINGTON. OWNERSHIP--KIMBALL SHEALY, 1011 NEELY WINGARD
 AA4164'ROAD, GILBERT, SC 29054,  PHONE 803-657-5466. NOTE-CONTACT OWNER
 AA4164'BEFORE OBSERVATIONS. TO REACH THE STATION FROM THE JUNCTION OVERPASS
 AA4164'OF INTERSTATE 20 (EXIT 44) AND STATE  ROAD 34 (POND BRANCH ROAD), 3.7
 AA4164'MILES SOUTH OF GILBERT, GO EAST ON ROAD 34 FOR 0.25  MILE TO THE
 AA4164'JUNCTION OF STATE ROAD 774 (NEELY WINGARD ROAD), TURN RIGHT ON ROAD
 AA4164'774 FOR 0.35 MILE TO A SAND ROAD RIGHT (GOLDIE ROAD) AND A SAND
 AA4164'DRIVEWAY LEFT  LEADING TO A FOUR STALL CONCRETE BLOCK GARAGE ON THE
 AA4164'NORTH SIDE OF A BRICK HOUSE  NUMBER 1011, TURN LEFT ON THE SAND
 AA4164'DRIVEWAY FOR 0.1 MILE TO THE STATION ON THE LEFT  NEAR A POWER LINE
 AA4164'STUB POLE AT THE SOUTH EDGE OF A CULTIVATED FIELD. STATION IS A
 AA4164'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY,  10.7
 AA4164'FEET WEST NORTHWEST OF THE POWER LINE STUB POLE, 78.8 FEET SOUTH
 AA4164'SOUTHWEST  OF THE SOUTHWEST CORNER OF THE GARAGE, 20.9 FEET NORTH OF
 AA4164'THE CENTER OF THE  DRIVEWAY, 148.5 FEET NORTH OF THE NORTHWEST CORNER
 AA4164'OF THE BRICK HOUSE, 10.4 FEET  WEST NORTHWEST OF A WITNESS POST.
 AA4164'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4189 ***********************************************************************
 AA4189  DESIGNATION -  32 030
 AA4189  PID         -  AA4189
 AA4189  STATE/COUNTY-  SC/LEXINGTON
 AA4189  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4189
 AA4189                         *CURRENT SURVEY CONTROL
 AA4189  ___________________________________________________________________
 AA4189* NAD 83(2001)-  34 00 54.95397(N)    081 22 14.39344(W)     ADJUSTED  
 AA4189* NAVD 88     -       127.253  (meters)     417.50   (feet)  ADJUSTED  
 AA4189  ___________________________________________________________________
 AA4189  X           -     794,078.681 (meters)                     COMP
 AA4189  Y           -  -5,232,479.939 (meters)                     COMP
 AA4189  Z           -   3,547,904.280 (meters)                     COMP
 AA4189  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AA4189  ELLIP HEIGHT-          96.69  (meters)          (03/13/03) GPS OBS
 AA4189  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AA4189  DYNAMIC HT  -         127.123 (meters)     417.07  (feet)  COMP
 AA4189  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 AA4189
 AA4189  HORZ ORDER  -  FIRST
 AA4189  VERT ORDER  -  FIRST     CLASS II
 AA4189  ELLP ORDER  -  FOURTH    CLASS II
 AA4189
 AA4189.The horizontal coordinates were established by GPS observations
 AA4189.and adjusted by the National Geodetic Survey in March 2003..
 AA4189
 AA4189.The orthometric height was determined by differential leveling
 AA4189.and adjusted by the National Geodetic Survey in September 1998..
 AA4189
 AA4189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4189
 AA4189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4189
 AA4189.The ellipsoidal height was determined by GPS observations
 AA4189.and is referenced to NAD 83.
 AA4189
 AA4189.The geoid height was determined by GEOID03.
 AA4189
 AA4189.The dynamic height is computed by dividing the NAVD 88
 AA4189.geopotential number by the normal gravity value computed on the
 AA4189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4189.degrees latitude (g = 980.6199 gals.).
 AA4189
 AA4189.The modeled gravity was interpolated from observed gravity values.
 AA4189
 AA4189;                    North         East     Units Scale Factor Converg.
 AA4189;SPC SC       -   242,029.317   575,368.851   MT  0.99981182   -0 12 19.8
 AA4189;SPC SC       -   794,059.44  1,887,693.08   iFT  0.99981182   -0 12 19.8
 AA4189;UTM  17      - 3,763,910.461   465,775.939   MT  0.99961444   -0 12 26.5
 AA4189
 AA4189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4189!SPC SC       -   0.99998482  x   0.99981182  =   0.99979664
 AA4189!UTM  17      -   0.99998482  x   0.99961444  =   0.99959927
 AA4189
 AA4189                          SUPERSEDED SURVEY CONTROL
 AA4189
 AA4189  NAD 83(1986)-  34 00 54.96801(N)    081 22 14.39421(W) AD(       ) 1
 AA4189  NAD 83(1995)-  34 00 54.95435(N)    081 22 14.39371(W) AD(       ) 1
 AA4189  ELLIP H (02/11/03)   96.71   (m)                       GP(       ) 4 2
 AA4189  NAVD 88 (02/11/03)  127.25   (m)          417.5    (f) LEVELING    3  
 AA4189
 AA4189.Superseded values are not recommended for survey control.
 AA4189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4189.See file dsdata.txt to determine how the superseded data were derived.
 AA4189
 AA4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6577663910(NAD 83)
 AA4189_MARKER: DD = SURVEY DISK
 AA4189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4189_STAMPING: 32 030 1994
 AA4189_MARK LOGO: SCGS  
 AA4189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4189+STABILITY: SURFACE MOTION
 AA4189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4189+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 AA4189
 AA4189  HISTORY     - Date     Condition        Report By
 AA4189  HISTORY     - 1994     MONUMENTED       SCGS
 AA4189  HISTORY     - 20011106 GOOD             SCGS
 AA4189
 AA4189                          STATION DESCRIPTION
 AA4189
 AA4189'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4189'STATION IS LOCATED 6.4 MILES (10.3 KM) NORTH NORTHEAST OF GILBERT, 8.1
 AA4189'MILES (13.0 KM) WEST NORTHWEST OF LEXINGTON. OWNERSHIP--SCDOT,
 AA4189'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA4189'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF U.S.
 AA4189'HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD), 1.2 MILES (1.9
 AA4189'KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 7.2 MILES
 AA4189'(11.6 KM) TO THE JUNCTION OF STATE ROAD 114 (HOOK LAND LANE), TURN
 AA4189'RIGHT ON ROAD 114 FOR 0.3 MILE (0.5 KM) TO THE STATION NEAR A
 AA4189'TELEPHONE JUNCTION BOX IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE
 AA4189'ROAD 1190 (FIDDLER BRANCH ROAD). STATION IS A CONCRETE POST FLUSH WITH
 AA4189'THE GROUND AND LEVEL WITH THE ROADS, 24.9 FEET (7.6 M) NORTH OF THE
 AA4189'CENTER OF ROAD 114, 47.8 FEET (14.6 M) EAST NORTHEAST OF THE CENTER OF
 AA4189'ROAD 1190, 20.8 FEET (6.3 M) EAST OF THE TELEPHONE JUNCTION BOX
 AA4189'7331/049, 106.0 FEET (32.3 M) NORTH NORTHWEST OF THE NORTHWEST CORNER
 AA4189'OF A VINYL-SIDED HOUSE, 52.8 FEET (16.1 M) WEST OF THE NORTHWEST
 AA4189'CORNER OF A BRICK MAIL BOX HOLDER, 1.7 FEET (0.5 M) SOUTH SOUTHWEST OF
 AA4189'A FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4189
 AA4189                          STATION RECOVERY (2001)
 AA4189
 AA4189'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4189'STATION IS LOCATED 6.4 MILES NORTH NORTHEAST OF GILBERT, 8.1 MILES
 AA4189'WEST NORTHWEST OF
 AA4189'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AA4189'191, COLUMBIA, SC
 AA4189'29202, PHONE 803-737-1350.
 AA4189'  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 378
 AA4189'(WEST MAIN
 AA4189'STREET AND GIBSON ROAD) , 1.2 MILES WEST OF LEXINGTON, GO NORTHWEST ON
 AA4189'HIGHWAY 378 FOR
 AA4189'7.2 MILES TO THE JUNCTION OF STATE ROAD 114, TURN RIGHT ON ROAD 114
 AA4189'FOR 0.3 MILE TO THE
 AA4189'STATION NEAR A TELEPHONE JUNCTION BOX  IN THE NORTHEAST ANGLE OF THE
 AA4189'JUNCTION OF
 AA4189'STATE ROAD 1190 (FIDDLER BRANCH ROAD).
 AA4189'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA4189'ROADS, 35.1 FEET
 AA4189'NORTH OF THE CENTER OF ROAD 114, 47.8 FEET EAST NORTHEAST OF THE
 AA4189'CENTER OF ROAD
 AA4189'1190, 20.8 FEET EAST OF THE TELEPHONE JUNCTION BOX NUMBER 7331/049,
 AA4189'106.0 FEET NORTH
 AA4189'NORTHWEST OF THE NORTHWEST CORNER OF A VINYL-SIDED HOUSE (200 HOOK
 AA4189'LAND LANE), 5.3
 AA4189'FEET WEST OF THE NORTHWEST CORNER OF A BRICK MAIL BOX HOLDER, 1.7 FEET
 AA4189'SOUTH
 AA4189'SOUTHWEST OF A FENCE LINE.
 AA4189'RECOVERED BY L.A. LAPINE.
 AA4189'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4165 ***********************************************************************
 AA4165  DESIGNATION -  32 030 X
 AA4165  PID         -  AA4165
 AA4165  STATE/COUNTY-  SC/LEXINGTON
 AA4165  USGS QUAD   -  STEEDMAN (1986)
 AA4165
 AA4165                         *CURRENT SURVEY CONTROL
 AA4165  ___________________________________________________________________
 AA4165* NAD 83(1986)-  33 51 04.     (N)    081 22 30.     (W)     SCALED    
 AA4165* NAVD 88     -       156.919  (meters)     514.83   (feet)  ADJUSTED  
 AA4165  ___________________________________________________________________
 AA4165  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AA4165  DYNAMIC HT  -         156.754 (meters)     514.28  (feet)  COMP
 AA4165  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 AA4165
 AA4165  VERT ORDER  -  FIRST     CLASS II
 AA4165
 AA4165.The horizontal coordinates were scaled from a topographic map and have
 AA4165.an estimated accuracy of +/- 6 seconds.
 AA4165
 AA4165.The orthometric height was determined by differential leveling
 AA4165.and adjusted by the National Geodetic Survey in September 1998..
 AA4165
 AA4165.The geoid height was determined by GEOID03.
 AA4165
 AA4165.The dynamic height is computed by dividing the NAVD 88
 AA4165.geopotential number by the normal gravity value computed on the
 AA4165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4165.degrees latitude (g = 980.6199 gals.).
 AA4165
 AA4165.The modeled gravity was interpolated from observed gravity values.
 AA4165
 AA4165;                    North         East    Units  Estimated Accuracy
 AA4165;SPC SC       -   223,830.      574,900.      MT  (+/- 180 meters Scaled)
 AA4165
 AA4165                          SUPERSEDED SURVEY CONTROL
 AA4165
 AA4165.No superseded survey control is available for this station.
 AA4165
 AA4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT653457(NAD 83)
 AA4165_MARKER: DD = SURVEY DISK
 AA4165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4165_STAMPING: 32 030 X 1993
 AA4165_MARK LOGO: SCGS  
 AA4165_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4165+STABILITY: SURFACE MOTION
 AA4165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4165+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4165
 AA4165  HISTORY     - Date     Condition        Report By
 AA4165  HISTORY     - 1993     MONUMENTED       SCGS
 AA4165  HISTORY     - 20020610 MARK NOT FOUND   SCGS
 AA4165
 AA4165                          STATION DESCRIPTION
 AA4165
 AA4165'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4165'STATION IS LOCATED 5.1 MILES (8.2 KM) SOUTH OF GILBERT.
 AA4165'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4165'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4165'OVERPASS OF INTERSTATE 20 AND STATE ROAD 34 (BRANCH POND ROAD) EXIT
 AA4165'44, 3.6 MILES (5.8 KM) SOUTH OF GILBERT, GO EAST ON ROAD 34 FOR 0.25
 AA4165'MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 774 (NEELY WINGARD ROAD),
 AA4165'TURN RIGHT ON ROAD 774 FOR 1.45 MILES (2.33 KM) TO THE STATION NEAR A
 AA4165'POWER POLE IN THE SOUTHEAST ANGLE OF A SAND CROSSROAD (MARTIN SMITH
 AA4165'ROAD), 1.3 MILES (2.1 KM) NORTH NORTHEAST OF THE JUNCTION OF STATE
 AA4165'ROADS 774 AND 883 (NEELY WINGARD AND HAYRIDE ROADS) . STATION IS A
 AA4165'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE ROAD
 AA4165'774, 25.8 FEET (7.9 M) EAST SOUTHEAST OF THE CENTER OF ROAD 774, 70.0
 AA4165'FEET (21.3 M) SOUTH SOUTHWEST OF THE CENTER OF MARTIN SMITH ROAD,
 AA4165'103.3 FEET (31.5 M) SOUTH SOUTHWEST OF THE SUPPORT POST FOR A
 AA4165'TELEPHONE JUNCTION BOX NUMBER 11028/6010 IN THE NORTHEAST ANGLE OF THE
 AA4165'CROSSROAD, 60.9 FEET (18.6 M) EAST SOUTHEAST OF THE SUPPORT POST FOR A
 AA4165'TELEPHONE JUNCTION BOX NUMBER 11000/6020 IN THE SOUTHWEST ANGLE OF THE
 AA4165'CROSSROAD, 54.1 FEET (16.5 M) EAST OF A POWER LINE STUB POLE WITH A
 AA4165'GUY WIRE, 8.2 FEET (2.5 M) SOUTH SOUTHWEST OF A WITNESS POST AT THE
 AA4165'POWER POLE NUMBER 231/83/4 WITH A GUY WIRE. DESCRIBED BY C.E.
 AA4165'GEOGHEGAN.
 AA4165
 AA4165                          STATION RECOVERY (2002)
 AA4165
 AA4165'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AA4165'NOT RECOVERED, CONCRETE POST FOUND DISTURBED WITH DISK MISSING,
 AA4165'PRESUMED DESTROYED.
 AA4165'RECOVERY BY T. HALL.
 AA4165' 
 AA4165'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4191 ***********************************************************************
 AA4191  DESIGNATION -  32 031
 AA4191  PID         -  AA4191
 AA4191  STATE/COUNTY-  SC/LEXINGTON
 AA4191  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4191
 AA4191                         *CURRENT SURVEY CONTROL
 AA4191  ___________________________________________________________________
 AA4191* NAD 83(1986)-  34 00 24.     (N)    081 21 02.     (W)     SCALED    
 AA4191* NAVD 88     -       123.578  (meters)     405.44   (feet)  ADJUSTED  
 AA4191  ___________________________________________________________________
 AA4191  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AA4191  DYNAMIC HT  -         123.452 (meters)     405.03  (feet)  COMP
 AA4191  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 AA4191
 AA4191  VERT ORDER  -  FIRST     CLASS II
 AA4191
 AA4191.The horizontal coordinates were scaled from a topographic map and have
 AA4191.an estimated accuracy of +/- 6 seconds.
 AA4191
 AA4191.The orthometric height was determined by differential leveling
 AA4191.and adjusted by the National Geodetic Survey in September 1998..
 AA4191
 AA4191.The geoid height was determined by GEOID03.
 AA4191
 AA4191.The dynamic height is computed by dividing the NAVD 88
 AA4191.geopotential number by the normal gravity value computed on the
 AA4191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4191.degrees latitude (g = 980.6199 gals.).
 AA4191
 AA4191.The modeled gravity was interpolated from observed gravity values.
 AA4191
 AA4191;                    North         East    Units  Estimated Accuracy
 AA4191;SPC SC       -   241,070.      577,220.      MT  (+/- 180 meters Scaled)
 AA4191
 AA4191                          SUPERSEDED SURVEY CONTROL
 AA4191
 AA4191.No superseded survey control is available for this station.
 AA4191
 AA4191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT676629(NAD 83)
 AA4191_MARKER: DD = SURVEY DISK
 AA4191_SETTING: 80 = SET IN A BOULDER
 AA4191_STAMPING: 32 031 1994
 AA4191_MARK LOGO: SCGS  
 AA4191_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4191+STABILITY: SURFACE MOTION
 AA4191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4191+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4191
 AA4191  HISTORY     - Date     Condition        Report By
 AA4191  HISTORY     - 1994     MONUMENTED       SCGS
 AA4191
 AA4191                          STATION DESCRIPTION
 AA4191
 AA4191'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4191'STATION IS LOCATED 6.15 MILES (9.90 KM) NORTH NORTHEAST OF GILBERT,
 AA4191'6.85 MILES (11.02 KM) WEST NORTHWEST OF LEXINGTON. OWNERSHIP--SCDOT,
 AA4191'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA4191'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF U.S.
 AA4191'HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD), 1.2 MILES (1.9
 AA4191'KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 5.7 MILES
 AA4191'(9.2 KM) TO THE 2ND JUNCTION OF STATE ROAD 169 (STEEPLECHASE ROAD),
 AA4191'TURN RIGHT ON ROAD 169 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AA4191'LEFT IN THE TOP OF A PARTIALLY EXPOSED BOULDER IN THE NORTH ANGLE OF A
 AA4191'PAVED DRIVEWAY LEADING TO A STUCCOED HOUSE. STATION IS A DRILL MARK IN
 AA4191'BOULDER AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 78.6 FEET (24.0 M)
 AA4191'NORTHEAST OF A POWER POLE NUMBER 181187 WITH A GUY WIRE, 25.6 FEET
 AA4191'(7.8 M) NORTHWEST OF THE CENTER OF THE ROAD, 10.1 FEET (3.1 M) EAST OF
 AA4191'THE CENTER OF THE DRIVEWAY, 89.8 FEET (27.4 M) SOUTHWEST OF A POWER
 AA4191'POLE NUMBER 183942 WITH A GUY WIRE AND A TRANSFORMER, 118.6 FEET (36.1
 AA4191'M) WEST SOUTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE
 AA4191'CULVERT BENEATH A DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 102, 25.2
 AA4191'FEET (7.7 M) EAST OF A BOARD FENCE, 12.2 FEET (3.7 M) SOUTH OF A
 AA4191'0.4-F00T CEDAR TREE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4166 ***********************************************************************
 AA4166  CBN         -  This is a Cooperative Base Network Control Station.
 AA4166  DESIGNATION -  32 031 X
 AA4166  PID         -  AA4166
 AA4166  STATE/COUNTY-  SC/LEXINGTON
 AA4166  USGS QUAD   -  STEEDMAN (1986)
 AA4166
 AA4166                         *CURRENT SURVEY CONTROL
 AA4166  ___________________________________________________________________
 AA4166* NAD 83(2001)-  33 50 02.65693(N)    081 22 56.41713(W)     ADJUSTED  
 AA4166* NAVD 88     -       112.169  (meters)     368.01   (feet)  ADJUSTED  
 AA4166  ___________________________________________________________________
 AA4166  X           -     794,691.470 (meters)                     COMP
 AA4166  Y           -  -5,243,719.412 (meters)                     COMP
 AA4166  Z           -   3,531,218.598 (meters)                     COMP
 AA4166  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AA4166  ELLIP HEIGHT-          81.38  (meters)          (09/24/02) GPS OBS
 AA4166  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 AA4166  DYNAMIC HT  -         112.051 (meters)     367.62  (feet)  COMP
 AA4166  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 AA4166
 AA4166  HORZ ORDER  -  A
 AA4166  VERT ORDER  -  FIRST     CLASS II
 AA4166  ELLP ORDER  -  FOURTH    CLASS I
 AA4166
 AA4166.The horizontal coordinates were established by GPS observations
 AA4166.and adjusted by the National Geodetic Survey in September 2002..
 AA4166
 AA4166.The orthometric height was determined by differential leveling
 AA4166.and adjusted by the National Geodetic Survey in September 1998..
 AA4166
 AA4166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4166
 AA4166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4166
 AA4166.The ellipsoidal height was determined by GPS observations
 AA4166.and is referenced to NAD 83.
 AA4166
 AA4166.The geoid height was determined by GEOID03.
 AA4166
 AA4166.The dynamic height is computed by dividing the NAVD 88
 AA4166.geopotential number by the normal gravity value computed on the
 AA4166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4166.degrees latitude (g = 980.6199 gals.).
 AA4166
 AA4166.The modeled gravity was interpolated from observed gravity values.
 AA4166
 AA4166;                    North         East     Units Scale Factor Converg.
 AA4166;SPC SC       -   221,939.139   574,216.484   MT  0.99979777   -0 12 43.1
 AA4166;SPC SC       -   728,146.78  1,883,912.35   iFT  0.99979777   -0 12 43.1
 AA4166;UTM  17      - 3,743,824.110   464,623.302   MT  0.99961543   -0 12 46.4
 AA4166
 AA4166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4166!SPC SC       -   0.99998722  x   0.99979777  =   0.99978500
 AA4166!UTM  17      -   0.99998722  x   0.99961543  =   0.99960266
 AA4166
 AA4166                          SUPERSEDED SURVEY CONTROL
 AA4166
 AA4166  NAVD 88 (09/24/02)  112.17   (m)          368.0    (f) LEVELING    3  
 AA4166
 AA4166.Superseded values are not recommended for survey control.
 AA4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4166.See file dsdata.txt to determine how the superseded data were derived.
 AA4166
 AA4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6462343824(NAD 83)
 AA4166_MARKER: DD = SURVEY DISK
 AA4166_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4166+WITH SETTING: PAVEMENT
 AA4166_SP_SET: BRIDGE DECK
 AA4166_STAMPING: 32 031 X 1993
 AA4166_MARK LOGO: SCGS  
 AA4166_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4166+STABILITY: SURFACE MOTION
 AA4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4166+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 AA4166
 AA4166  HISTORY     - Date     Condition        Report By
 AA4166  HISTORY     - 1993     MONUMENTED       SCGS
 AA4166  HISTORY     - 20010604 GOOD             SCGS
 AA4166  HISTORY     - 20020610 GOOD             SCGS
 AA4166
 AA4166                          STATION DESCRIPTION
 AA4166
 AA4166'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4166'STATION IS LOCATED 6.2 MILES (10.0 KM) SOUTH OF GILBERT.
 AA4166'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4166'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4166'OVERPASS OF INTERSTATE 20 AND STATE ROAD 34 (BRANCH POND ROAD) EXIT
 AA4166'44, 3.6 MILES (5.8 KM) SOUTH OF GILBERT, GO EAST ON ROAD 34 FOR 0.25
 AA4166'MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 774 (NEELY WINGARD ROAD),
 AA4166'TURN RIGHT ON ROAD 774 FOR 2.7 MILES (4.3 KM) TO THE STATION IN THE
 AA4166'NORTH CORNER OF THE BRIDGE OVER LITTLE BLACK CREEK (BUILT IN 1991),
 AA4166'0.05 MILE (0.08 KM) NORTH NORTHEAST OF THE JUNCTION OF STATE ROADS 774
 AA4166'AND 883 (NEELY WINGARD AND HAYRIDE ROADS). STATION IS A DRILL MARK IN
 AA4166'THE DECK OF THE BRIDGE AND LEVEL WITH THE DECK, 1.0 FOOT (0.3 M)
 AA4166'NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE DECK, 0.4 FOOT (12.2
 AA4166'CM) NORTHWEST OF THE BASE OF THE SOUTHEAST CONCRETE GUARDRAIL, 1.5
 AA4166'FEET (0.5 M) NORTH NORTHEAST OF A WITNESS POST. DESCRIBED BY C.E.
 AA4166'GEOGHEGAN.
 AA4166
 AA4166                          STATION RECOVERY (2001)
 AA4166
 AA4166'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4166'STATION IS LOCATED 6.25 MILES (10.06 KM) SOUTH OF GILBERT, 13.1 MILES
 AA4166'(21.1 KM) SOUTHWEST OF
 AA4166'LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AA4166'191, COLUMBIA, SC
 AA4166'29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 AA4166'OVERPASS OF INTERSTATE
 AA4166'20 (EXIT 44) AND STATE ROAD 34 (POND BRANCH ROAD), 3.6 MILES (5.8 KM)
 AA4166'SOUTH OF GILBERT, GO
 AA4166'EAST ON ROAD 34 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD
 AA4166'774 (NEELY WINGARD
 AA4166'ROAD), TURN RIGHT ON ROAD 774 FOR 2.7 MILES (4.3 KM) TO THE STATION ON
 AA4166'THE LEFT NEAR THE
 AA4166'SOUTH CORNER AND IN THE DECK OF A SMALL CONCRETE BRIDGE OVER BLACK
 AA4166'CREEK, 0.05 MILE (0.08
 AA4166'KM) NORTH-NORTHEAST OF THE JUNCTION OF STATE ROAD 883 (HAYRIDE ROAD).
 AA4166'STATION IS A DISK
 AA4166'SET INTO A DRILL HOLE IN THE DECK OF THE BRIDGE, 1.0 FOOT (0.3 M)
 AA4166'NORTHEAST OF THE
 AA4166'SOUTHWEST EDGE OF THE CONCRETE DECK, 0.5 FOOT (15.2 CM) NORTHWEST OF
 AA4166'THE NORTHWEST
 AA4166'CURB EDGE OF THE CONCRETE GUARDRAIL AT THE SOUTHEAST SIDE OF THE
 AA4166'BRIDGE, 1.5 FEET (0.5 M)
 AA4166'SOUTHWEST OF A 0.5-FOOT DRAIN HOLE AT THE SOUTHEAST SIDE OF THE
 AA4166'BRIDGE, 1.5 FEET (0.5 M)
 AA4166'NORTH-NORTHEAST OF A WITNESS POST.  RECOVERED BY T. HALL.
 AA4166' 
 AA4166' 
 AA4166' 
 AA4166' 
 AA4166'
 AA4166
 AA4166                          STATION RECOVERY (2002)
 AA4166
 AA4166'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AA4166'STATION IS LOCATED 6.25 MILES SOUTH OF GILBERT, 13.15 MILES SOUTHWEST
 AA4166'OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AA4166'191, COLUMBIA, SC 29201,  PHONE 803-737-1350. TO REACH THE STATION
 AA4166'FROM THE JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 44) AND STATE  ROAD
 AA4166'34 (POND BRANCH ROAD), 3.7 MILES SOUTH OF GILBERT, GO EAST ON ROAD 34
 AA4166'FOR 0.25  MILE TO THE JUNCTION OF STATE ROAD 774 (NEELY WINGARD ROAD),
 AA4166'TURN RIGHT ON ROAD  774 FOR 2.7 MILES TO THE STATION ON THE LEFT NEAR
 AA4166'THE SOUTHWEST CORNER OF THE  BRIDGE OVER LITTLE BLACK CREEK, 0.05 MILE
 AA4166'EAST OF THE JUNCTION OF A SAND CROSSROAD  (OLD POND ROAD RIGHT AND
 AA4166'HAYRIDE ROAD LEFT) AND STATE ROAD NUMBER CHANGES TO 883  (NEELY
 AA4166'WINGARD ROAD) AHEAD. STATION IS A DISK SET INTO A DRILL HOLE IN THE
 AA4166'BRIDGE DECK AND LEVEL WITH THE  BRIDGE SURFACE DECK, 0.4 FOOT NORTH OF
 AA4166'THE NORTHWEST EDGE OF THE CONCRETE  GUARDRAIL AT THE SOUTHWEST CORNER
 AA4166'OF THE BRIDGE, 0.9 FOOT EAST OF THE WEST  EDGE OF THE CONCRETE DECK AT
 AA4166'THE SOUTHWEST CORNER OF THE BRIDGE, 16.1 FEET  SOUTH OF THE CENTER OF
 AA4166'THE ROAD, 9.1 FEET WEST OF THE NORTH END OF A PVC VENT  STACK
 AA4166'PROJECTING OVER THE SOUTH GUARDRAIL OF THE BRIDGE. RECOVERED BY T.
 AA4166'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4192 ***********************************************************************
 AA4192  DESIGNATION -  32 032
 AA4192  PID         -  AA4192
 AA4192  STATE/COUNTY-  SC/LEXINGTON
 AA4192  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4192
 AA4192                         *CURRENT SURVEY CONTROL
 AA4192  ___________________________________________________________________
 AA4192* NAD 83(2001)-  34 00 17.24148(N)    081 20 32.27956(W)     ADJUSTED  
 AA4192* NAVD 88     -       140.007  (meters)     459.34   (feet)  ADJUSTED  
 AA4192  ___________________________________________________________________
 AA4192  X           -     796,768.409 (meters)                     COMP
 AA4192  Y           -  -5,232,739.137 (meters)                     COMP
 AA4192  Z           -   3,546,948.148 (meters)                     COMP
 AA4192  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AA4192  ELLIP HEIGHT-         109.39  (meters)          (03/13/03) GPS OBS
 AA4192  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AA4192  DYNAMIC HT  -         139.864 (meters)     458.87  (feet)  COMP
 AA4192  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 AA4192
 AA4192  HORZ ORDER  -  FIRST
 AA4192  VERT ORDER  -  FIRST     CLASS II
 AA4192  ELLP ORDER  -  FOURTH    CLASS II
 AA4192
 AA4192.The horizontal coordinates were established by GPS observations
 AA4192.and adjusted by the National Geodetic Survey in March 2003..
 AA4192
 AA4192.The orthometric height was determined by differential leveling
 AA4192.and adjusted by the National Geodetic Survey in September 1998..
 AA4192
 AA4192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4192
 AA4192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4192
 AA4192.The ellipsoidal height was determined by GPS observations
 AA4192.and is referenced to NAD 83.
 AA4192
 AA4192.The geoid height was determined by GEOID03.
 AA4192
 AA4192.The dynamic height is computed by dividing the NAVD 88
 AA4192.geopotential number by the normal gravity value computed on the
 AA4192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4192.degrees latitude (g = 980.6199 gals.).
 AA4192
 AA4192.The modeled gravity was interpolated from observed gravity values.
 AA4192
 AA4192;                    North         East     Units Scale Factor Converg.
 AA4192;SPC SC       -   240,858.516   577,984.517   MT  0.99981073   -0 11 23.2
 AA4192;SPC SC       -   790,218.23  1,896,274.66   iFT  0.99981073   -0 11 23.2
 AA4192;UTM  17      - 3,762,739.812   468,391.051   MT  0.99961232   -0 11 29.2
 AA4192
 AA4192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4192!SPC SC       -   0.99998283  x   0.99981073  =   0.99979356
 AA4192!UTM  17      -   0.99998283  x   0.99961232  =   0.99959515
 AA4192
 AA4192                          SUPERSEDED SURVEY CONTROL
 AA4192
 AA4192  NAD 83(1995)-  34 00 17.24210(N)    081 20 32.27971(W) AD(       ) 1
 AA4192  ELLIP H (08/25/00)  109.40   (m)                       GP(       ) 4 1
 AA4192  NAD 83(1986)-  34 00 17.25563(N)    081 20 32.28047(W) AD(       ) 1
 AA4192  NAVD 88 (08/08/00)  140.01   (m)          459.3    (f) LEVELING    3  
 AA4192
 AA4192.Superseded values are not recommended for survey control.
 AA4192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4192.See file dsdata.txt to determine how the superseded data were derived.
 AA4192
 AA4192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6839162740(NAD 83)
 AA4192_MARKER: DD = SURVEY DISK
 AA4192_SETTING: 80 = SET IN A BOULDER
 AA4192_STAMPING: 32 032 1994
 AA4192_MARK LOGO: SCGS  
 AA4192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4192+STABILITY: SURFACE MOTION
 AA4192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4192+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 AA4192
 AA4192  HISTORY     - Date     Condition        Report By
 AA4192  HISTORY     - 1994     MONUMENTED       SCGS
 AA4192  HISTORY     - 19951127 GOOD             SCDOT
 AA4192  HISTORY     - 20011106 GOOD             SCGS
 AA4192
 AA4192                          STATION DESCRIPTION
 AA4192
 AA4192'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4192'STATION IS LOCATED 6.3 MILES (10.1 KM) NORTH NORTHEAST OF GILBERT, 6.3
 AA4192'MILES (10.1 KM) WEST NORTHWEST OF LEXINGTON. OWNERSHIP--SCDOT,
 AA4192'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA4192'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF U.S.
 AA4192'HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD), 1.2 MILES (1.9
 AA4192'KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 5.2 MILES
 AA4192'(8.4 KM) TO THE JUNCTION OF STATE ROAD 113 (COUNTS FERRY ROAD), TURN
 AA4192'RIGHT ON ROAD 113 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT IN
 AA4192'THE TOP OF A PARTIALLY EXPOSED BOULDER NEAR A TELEPHONE JUNCTION BOX.
 AA4192'STATION IS A DRILL MARK IN BOULDER AND LEVEL WITH THE ROAD, 27.4 FEET
 AA4192'(8.4 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 20.1 FEET (6.1 M)
 AA4192'SOUTH SOUTHWEST OF THE SUPPORT POST FOR THE TELEPHONE JUNCTION BOX,
 AA4192'151.9 FEET (46.3 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE
 AA4192'FRONT PORCH OF A LARGE TWO STORY BRICK HOUSE, 54.5 FEET (16.6 M) WEST
 AA4192'OF THE SUPPORT POST OF A TELEPHONE JUNCTION BOX NUMBER 7251/005, 67.3
 AA4192'FEET (20.5 M) EAST NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE
 AA4192'WASHER ATTACHED, 5.8 FEET (1.8 M) EAST SOUTHEAST OF A WITNESS POST IN
 AA4192'A BOARD FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4192
 AA4192                          STATION RECOVERY (1995)
 AA4192
 AA4192'RECOVERY NOTE BY SC DEPT OF TRANSP 1995 (DGB)
 AA4192'RECOVERED AS DESCRIBED.
 AA4192
 AA4192                          STATION RECOVERY (2001)
 AA4192
 AA4192'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4192'STATION IS LOCATED 6.3 MILES WEST NORTHWEST OF LEXINGTON, 6.3 MILES
 AA4192'NORTHEAST OF
 AA4192'GILBERT. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AA4192'COLUMBIA, SC 29202,
 AA4192'PHONE 803-737-1350.
 AA4192'  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 378
 AA4192'(WEST MAIN
 AA4192'STREET AND GIBSON ROAD) , 1.2 MILES WEST OF LEXINGTON, GO NORTHWEST ON
 AA4192'HIGHWAY 378 FOR
 AA4192'5.2 MILES TO THE JUNCTION OF STATE ROAD 113 (COUNTS FERRY ROAD), TURN
 AA4192'RIGHT ON ROAD
 AA4192'113 FOR 0.1 MILE TO THE STATION ON THE LEFT IN THE TOP OF A PARTIALLY
 AA4192'EXPOSED BOULDER
 AA4192'NEAR A TELEPHONE JUNCTION BOX  NUMBER 7251/005.
 AA4192'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA4192'ROAD, 27.1 FEET
 AA4192'WEST NORTHWEST OF THE CENTER OF THE ROAD, 21.0 FEET SOUTH OF A SUPPORT
 AA4192'POST FOR A
 AA4192'TELEPHONE JUNCTION BOX NUMBER 7251/005, 70.7 FEET WEST OF A TELEPHONE
 AA4192'JUNCTION BOX
 AA4192'NUMBER 7251/006, 5.8 FEET EAST SOUTHEAST OF A WITNESS POST IN A
 AA4192'WOODEN FENCE LINE.
 AA4192'RECOVERED BY L.A. LAPINE.
 AA4192' 
 AA4192'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4193 ***********************************************************************
 AA4193  DESIGNATION -  32 033
 AA4193  PID         -  AA4193
 AA4193  STATE/COUNTY-  SC/LEXINGTON
 AA4193  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4193
 AA4193                         *CURRENT SURVEY CONTROL
 AA4193  ___________________________________________________________________
 AA4193* NAD 83(1986)-  34 01 05.     (N)    081 20 48.     (W)     SCALED    
 AA4193* NAVD 88     -       123.329  (meters)     404.62   (feet)  ADJUSTED  
 AA4193  ___________________________________________________________________
 AA4193  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AA4193  DYNAMIC HT  -         123.203 (meters)     404.21  (feet)  COMP
 AA4193  MODELED GRAV-     979,615.9   (mgal)                       NAVD 88
 AA4193
 AA4193  VERT ORDER  -  FIRST     CLASS II
 AA4193
 AA4193.The horizontal coordinates were scaled from a topographic map and have
 AA4193.an estimated accuracy of +/- 6 seconds.
 AA4193
 AA4193.The orthometric height was determined by differential leveling
 AA4193.and adjusted by the National Geodetic Survey in September 1998..
 AA4193
 AA4193.The geoid height was determined by GEOID03.
 AA4193
 AA4193.The dynamic height is computed by dividing the NAVD 88
 AA4193.geopotential number by the normal gravity value computed on the
 AA4193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4193.degrees latitude (g = 980.6199 gals.).
 AA4193
 AA4193.The modeled gravity was interpolated from observed gravity values.
 AA4193
 AA4193;                    North         East    Units  Estimated Accuracy
 AA4193;SPC SC       -   242,330.      577,590.      MT  (+/- 180 meters Scaled)
 AA4193
 AA4193                          SUPERSEDED SURVEY CONTROL
 AA4193
 AA4193.No superseded survey control is available for this station.
 AA4193
 AA4193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT679642(NAD 83)
 AA4193_MARKER: DD = SURVEY DISK
 AA4193_SETTING: 80 = SET IN A BOULDER
 AA4193_STAMPING: 32 033 1994
 AA4193_MARK LOGO: SCGS  
 AA4193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4193+STABILITY: SURFACE MOTION
 AA4193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4193+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 AA4193
 AA4193  HISTORY     - Date     Condition        Report By
 AA4193  HISTORY     - 1994     MONUMENTED       SCGS
 AA4193  HISTORY     - 20011106 GOOD             SCGS
 AA4193
 AA4193                          STATION DESCRIPTION
 AA4193
 AA4193'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4193'STATION IS LOCATED 6.8 MILES (10.9 KM) WEST NORTHWEST OF LEXINGTON,
 AA4193'7.0 MILES (11.3 KM) NORTH NORTHEAST OF GILBERT. OWNERSHIP--SCDOT,
 AA4193'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AA4193'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF U.S.
 AA4193'HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD), 1.2 MILES (1.9
 AA4193'KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 5.2 MILES
 AA4193'(8.4 KM) TO THE JUNCTION OF STATE ROAD 113 (COUNTS FERRY ROAD), TURN
 AA4193'RIGHT ON ROAD 113 FOR 1.05 MILES (1.69 KM) TO STATION NEAR A TELEPHONE
 AA4193'JUNCTION BOX IN THE FRONT YARD OF A SHINGLE-SIDED HOUSE IN THE
 AA4193'SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 253 (HENDRIX LANDING
 AA4193'ROAD). STATION IS A DRILL MARK IN BOULDER AND 2.0 FEET (0.6 M) ABOVE
 AA4193'THE ROAD, 30.4 FEET (9.3 M) EAST OF THE CENTER OF ROAD 113, 36.5 FEET
 AA4193'(11.1 M) NORTH NORTHEAST OF A SUPPORT POST FOR THE TELEPHONE JUNCTION
 AA4193'BOX NUMBER 7251/060, 56.6 FEET (17.3 M) WEST OF THE SOUTHWEST CORNER
 AA4193'OF THE HOUSE NUMBER 1304, 96.0 FEET (29.3 M) SOUTH OF THE EXTENDED
 AA4193'CENTER OF ROAD 253, 65.5 FEET (20.0 M) SOUTHEAST OF A SUPPORT POST FOR
 AA4193'TELEPHONE JUNCTION BOX NUMBER 7251/061. DESCRIBED BY C.E. GEOGHEGAN.
 AA4193
 AA4193                          STATION RECOVERY (2001)
 AA4193
 AA4193'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4193'STATION IS LOCATED 6.8 MILES WEST NORTHWEST OF LEXINGTON, 7.0 MILES
 AA4193'NORTH NORTHEAST
 AA4193'OF GILBERT. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AA4193'191, COLUMBIA, SC
 AA4193'29202, PHONE 803-737-1350.
 AA4193'  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 378
 AA4193'(WEST MAIN
 AA4193'STREET AND GIBSON ROAD) , 1.2 MILES WEST OF LEXINGTON, GO NORTHWEST ON
 AA4193'HIGHWAY 378 FOR
 AA4193'5.2 MILES TO THE JUNCTION OF STATE ROAD 113 (COUNTS FERRY ROAD), TURN
 AA4193'RIGHT ON ROAD
 AA4193'113 FOR 1.05 MILES TO THE STATION NEAR A TELEPHONE JUNCTION BOX IN THE
 AA4193'FRONT
 AA4193'YARD OF A SHINGLE-SIDED HOUSE IN THE SOUTHEAST ANGLE OF THE JUNCTION
 AA4193'OF STATE
 AA4193'ROAD 253 (HENDRIX LANDING ROAD).
 AA4193'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 AA4193'ROAD 113, 30.4 FEET
 AA4193'EAST OF THE CENTER OF ROAD 113, 36.5 FEET NORTH NORTHEAST OF A SUPPORT
 AA4193'POST FOR A
 AA4193'TELEPHONE JUNCTION BOX NUMBER 7251/060, 56.6 FEET WEST OF THE
 AA4193'SOUTHWEST CORNER OF A
 AA4193'HOUSE NUMBER 1304 HENDRIX LANDING ROAD, 96.5 FEET SOUTH OF THE CENTER
 AA4193'OF ROAD 253,
 AA4193'66.0 FEET SOUTHEAST OF A SUPPORT POST FOR A TELEPHONE JUNCTION BOX
 AA4193'NUMBER 7251/061, 2.2
 AA4193'FEET WEST OF A WOODEN FENCE LINE.
 AA4193'RECOVERED BY L.A. LAPINE.
 AA4193' 
 AA4193'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4194 ***********************************************************************
 AA4194  DESIGNATION -  32 034
 AA4194  PID         -  AA4194
 AA4194  STATE/COUNTY-  SC/LEXINGTON
 AA4194  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4194
 AA4194                         *CURRENT SURVEY CONTROL
 AA4194  ___________________________________________________________________
 AA4194* NAD 83(1986)-  34 00 10.     (N)    081 20 01.     (W)     SCALED    
 AA4194* NAVD 88     -       119.296  (meters)     391.39   (feet)  ADJUSTED  
 AA4194  ___________________________________________________________________
 AA4194  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AA4194  DYNAMIC HT  -         119.174 (meters)     390.99  (feet)  COMP
 AA4194  MODELED GRAV-     979,611.8   (mgal)                       NAVD 88
 AA4194
 AA4194  VERT ORDER  -  FIRST     CLASS II
 AA4194
 AA4194.The horizontal coordinates were scaled from a topographic map and have
 AA4194.an estimated accuracy of +/- 6 seconds.
 AA4194
 AA4194.The orthometric height was determined by differential leveling
 AA4194.and adjusted by the National Geodetic Survey in September 1998..
 AA4194
 AA4194.The geoid height was determined by GEOID03.
 AA4194
 AA4194.The dynamic height is computed by dividing the NAVD 88
 AA4194.geopotential number by the normal gravity value computed on the
 AA4194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4194.degrees latitude (g = 980.6199 gals.).
 AA4194
 AA4194.The modeled gravity was interpolated from observed gravity values.
 AA4194
 AA4194;                    North         East    Units  Estimated Accuracy
 AA4194;SPC SC       -   240,630.      578,790.      MT  (+/- 180 meters Scaled)
 AA4194
 AA4194                          SUPERSEDED SURVEY CONTROL
 AA4194
 AA4194.No superseded survey control is available for this station.
 AA4194
 AA4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT691625(NAD 83)
 AA4194_MARKER: DD = SURVEY DISK
 AA4194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4194_STAMPING: 32 034 1994
 AA4194_MARK LOGO: SCGS  
 AA4194_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4194+STABILITY: SURFACE MOTION
 AA4194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4194+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4194
 AA4194  HISTORY     - Date     Condition        Report By
 AA4194  HISTORY     - 1994     MONUMENTED       SCGS
 AA4194
 AA4194                          STATION DESCRIPTION
 AA4194
 AA4194'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4194'STATION IS LOCATED 5.85 MILES (9.41 KM) WEST NORTHWEST OF LEXINGTON,
 AA4194'6.45 MILES (10.38 KM) NORTHEAST OF GILBERT. OWNERSHIP--BERLY FULMER,
 AA4194'130 BEECHWOODS DRIVE, LEXINGTON, SC 29072, PHONE 803-359-3656. TO
 AA4194'REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 1 AND 378
 AA4194'(WEST MAIN STREET AND GIBSON ROAD), 1.2 MILES (1.9 KM) WEST OF
 AA4194'LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 4.75 MILES (7.64 KM)
 AA4194'TO THE JUNCTION OF STATE ROAD 486 (BEECHWOODS DRIVE), TURN RIGHT ON
 AA4194'ROAD 488 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR A
 AA4194'FLAGPOLE INSIDE OF A PAVED HORSESHOE DRIVEWAY LEADING TO A BRICK HOUSE
 AA4194'NUMBER 130. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 10.0
 AA4194'FEET (3.0 M) ABOVE THE ROAD, 60.7 FEET (18.5 M) SOUTHEAST OF THE
 AA4194'CENTER OF THE ROAD, 98.0 FEET (29.9 M) WEST NORTHWEST OF THE NORTH
 AA4194'CORNER OF THE HOUSE, 97.0 FEET (29.6 M) NORTH NORTHWEST OF THE WEST
 AA4194'CORNER OF THE BRICK COLUMN AT THE WEST CORNER OF THE CARPORT, 43.2
 AA4194'FEET (13.2 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY, 113.0 FEET
 AA4194'(34.4 M) SOUTH SOUTHWEST OF THE SUPPORT POST FOR A TELEPHONE JUNCTION
 AA4194'BOX 7211/008A, 8.6 FEET (2.6 M) EAST NORTHEAST OF THE FLAGPOLE.
 AA4194'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4208 ***********************************************************************
 AA4208  DESIGNATION -  32 036
 AA4208  PID         -  AA4208
 AA4208  STATE/COUNTY-  SC/LEXINGTON
 AA4208  USGS QUAD   -  BARR LAKE (1986)
 AA4208
 AA4208                         *CURRENT SURVEY CONTROL
 AA4208  ___________________________________________________________________
 AA4208* NAD 83(2001)-  33 59 35.62486(N)    081 18 17.76682(W)     ADJUSTED  
 AA4208* NAVD 88     -       165.349  (meters)     542.48   (feet)  ADJUSTED  
 AA4208  ___________________________________________________________________
 AA4208  X           -     800,292.264 (meters)                     COMP
 AA4208  Y           -  -5,232,947.929 (meters)                     COMP
 AA4208  Z           -   3,545,899.185 (meters)                     COMP
 AA4208  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AA4208  ELLIP HEIGHT-         134.66  (meters)          (03/13/03) GPS OBS
 AA4208  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 AA4208  DYNAMIC HT  -         165.180 (meters)     541.93  (feet)  COMP
 AA4208  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 AA4208
 AA4208  HORZ ORDER  -  FIRST
 AA4208  VERT ORDER  -  FIRST     CLASS II
 AA4208  ELLP ORDER  -  FOURTH    CLASS II
 AA4208
 AA4208.The horizontal coordinates were established by GPS observations
 AA4208.and adjusted by the National Geodetic Survey in March 2003..
 AA4208
 AA4208.The orthometric height was determined by differential leveling
 AA4208.and adjusted by the National Geodetic Survey in September 1998..
 AA4208
 AA4208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4208
 AA4208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4208
 AA4208.The ellipsoidal height was determined by GPS observations
 AA4208.and is referenced to NAD 83.
 AA4208
 AA4208.The geoid height was determined by GEOID03.
 AA4208
 AA4208.The dynamic height is computed by dividing the NAVD 88
 AA4208.geopotential number by the normal gravity value computed on the
 AA4208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4208.degrees latitude (g = 980.6199 gals.).
 AA4208
 AA4208.The modeled gravity was interpolated from observed gravity values.
 AA4208
 AA4208;                    North         East     Units Scale Factor Converg.
 AA4208;SPC SC       -   239,565.677   581,431.795   MT  0.99980958   -0 10 08.6
 AA4208;SPC SC       -   785,976.63  1,907,584.63   iFT  0.99980958   -0 10 08.6
 AA4208;UTM  17      - 3,761,447.137   471,837.608   MT  0.99960978   -0 10 13.8
 AA4208
 AA4208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4208!SPC SC       -   0.99997886  x   0.99980958  =   0.99978844
 AA4208!UTM  17      -   0.99997886  x   0.99960978  =   0.99958865
 AA4208
 AA4208|---------------------------------------------------------------------|
 AA4208| PID    Reference Object                     Distance      Geod. Az  |
 AA4208|                                                           dddmmss.s |
 AA4208| AI6966 2788 C                              312.512 METERS 35646     |
 AA4208|---------------------------------------------------------------------|
 AA4208
 AA4208                          SUPERSEDED SURVEY CONTROL
 AA4208
 AA4208  NAD 83(1995)-  33 59 35.62526(N)    081 18 17.76686(W) AD(       ) 1
 AA4208  ELLIP H (08/25/00)  134.69   (m)                       GP(       ) 4 1
 AA4208  NAD 83(1986)-  33 59 35.63932(N)    081 18 17.76825(W) AD(       ) 1
 AA4208  NAVD 88 (08/08/00)  165.35   (m)          542.5    (f) LEVELING    3  
 AA4208
 AA4208.Superseded values are not recommended for survey control.
 AA4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4208.See file dsdata.txt to determine how the superseded data were derived.
 AA4208
 AA4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7183861447(NAD 83)
 AA4208_MARKER: DD = SURVEY DISK
 AA4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4208_STAMPING: 32 036 1994
 AA4208_MARK LOGO: SCGS  
 AA4208_PROJECTION: FLUSH
 AA4208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4208+STABILITY: SURFACE MOTION
 AA4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4208+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 AA4208
 AA4208  HISTORY     - Date     Condition        Report By
 AA4208  HISTORY     - 1994     MONUMENTED       SCGS
 AA4208  HISTORY     - 19951127 GOOD             SCDOT
 AA4208  HISTORY     - 20000602 GOOD             SCGS
 AA4208  HISTORY     - 20011106 GOOD             SCGS
 AA4208
 AA4208                          STATION DESCRIPTION
 AA4208
 AA4208'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4208'STATION IS LOCATED 4.0 MILES (6.4 KM) WEST NORTHWEST OF LEXINGTON.
 AA4208'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4208'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE WEST
 AA4208'JUNCTION OF U.S. HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD),
 AA4208'1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378
 AA4208'FOR 2.9 MILES (4.7 KM) TO THE STATION NEAR THE SOUTHWEST CORNER OF A
 AA4208'CHAIN LINK FENCE SURROUNDING THE BACKYARD OF A BRICK HOUSE IN THE
 AA4208'NORTHEAST ANGLE OF STATE ROAD 204 (CHARTER OAK AND SAINT PETERS
 AA4208'ROADS). STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0
 AA4208'FOOT (0.3 M) ABOVE THE HIGHWAY, 32.7 FEET (10.0 M) NORTH OF THE NORTH
 AA4208'CORNER OF A TELEPHONE JUNCTION BOX NUMBER 7204/011, 128.5 FEET (39.2
 AA4208'M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 43.8 FEET (13.4 M)
 AA4208'EAST OF THE CENTER OF THE ROAD, 11.8 FEET (3.6 M) EAST OF THE
 AA4208'SOUTHWEST FENCE CORNER, 66.6 FEET (20.3 M) WEST OF THE SOUTHWEST
 AA4208'CORNER OF THE HOUSE, 67.9 FEET (20.7 M) NORTH NORTHEAST OF A FIRE
 AA4208'HYDRANT, 1.1 FEET (0.3 M) SOUTH OF A WITNESS POST IN THE FENCE LINE.
 AA4208'DESCRIBED BY C.E. GEOGHEGAN.
 AA4208
 AA4208                          STATION RECOVERY (1995)
 AA4208
 AA4208'RECOVERY NOTE BY SC DEPT OF TRANSP 1995 (DGB)
 AA4208'RECOVERED AS DESCRIBED.
 AA4208
 AA4208                          STATION RECOVERY (2000)
 AA4208
 AA4208'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4208'STATION IS LOCATED 3.5 MILES (5.6 KM) NORTHWEST OF LEXINGTON, 8.7
 AA4208'MILES (14.0 KM) EAST NORTHEAST OF GILBERT.  OWNERSHIP--SCDOT, DIRECTOR
 AA4208'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4208'803-737-1350.  TO REACH THE STATION FROM THE WEST JUNCTION OF U.S.
 AA4208'HIGHWAYS 1 (WEST MAIN STREET) AND 378 (GIBSON ROAD) , 1.2 MILES (1.9
 AA4208'KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 2.9 MILES
 AA4208'(4.7 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER OF A
 AA4208'PARKING LOT FO AN EXXON GAS STATION IN THE NORTHEAST ANGLE OF THE
 AA4208'JUNCTION OF STATE ROAD 204 (SAINT PETERS ROD) .  STATION IS A CONCRETE
 AA4208'POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY,
 AA4208'20.8 FEET (6.3 M) EAST NORTHEAST OF A BELLSOUTH PHONE BOOTH, 3.8 FEET
 AA4208'(1.2 M) NORTH OF A POWER POLE NUMBER 434802 WITH TWO GUY WIRES AND A
 AA4208'SCGS REFERENCE WASHER ATTACHED, 40.5 FEET (12.3 M) NORTH OF A FIRE
 AA4208'HYDRANT, 44.0 FEET (13.4 M) WEST OF THE CENTER OF ROAD 204, 23.6 FEET
 AA4208'(7.2 M) SOUTH OF THE BLANK END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 AA4208'BENEATH THE ENTRANCE TO THE GAS STATION, 1.0 FOOT (0.3 M) SOUTH OF A
 AA4208'WITNESS POST.  RECOVERED BY R.P.  MCKEOWN.
 AA4208
 AA4208                          STATION RECOVERY (2001)
 AA4208
 AA4208'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4208'RECOVERED AS DESCRIBED.
 AA4208'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4207 ***********************************************************************
 AA4207  DESIGNATION -  32 037
 AA4207  PID         -  AA4207
 AA4207  STATE/COUNTY-  SC/LEXINGTON
 AA4207  USGS QUAD   -  BARR LAKE (1986)
 AA4207
 AA4207                         *CURRENT SURVEY CONTROL
 AA4207  ___________________________________________________________________
 AA4207* NAD 83(1986)-  33 59 34.     (N)    081 17 14.     (W)     SCALED    
 AA4207* NAVD 88     -       146.321  (meters)     480.05   (feet)  ADJUSTED  
 AA4207  ___________________________________________________________________
 AA4207  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 AA4207  DYNAMIC HT  -         146.171 (meters)     479.56  (feet)  COMP
 AA4207  MODELED GRAV-     979,608.5   (mgal)                       NAVD 88
 AA4207
 AA4207  VERT ORDER  -  FIRST     CLASS II
 AA4207
 AA4207.The horizontal coordinates were scaled from a topographic map and have
 AA4207.an estimated accuracy of +/- 6 seconds.
 AA4207
 AA4207.The orthometric height was determined by differential leveling
 AA4207.and adjusted by the National Geodetic Survey in September 1998..
 AA4207
 AA4207.The geoid height was determined by GEOID03.
 AA4207
 AA4207.The dynamic height is computed by dividing the NAVD 88
 AA4207.geopotential number by the normal gravity value computed on the
 AA4207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4207.degrees latitude (g = 980.6199 gals.).
 AA4207
 AA4207.The modeled gravity was interpolated from observed gravity values.
 AA4207
 AA4207;                    North         East    Units  Estimated Accuracy
 AA4207;SPC SC       -   239,510.      583,070.      MT  (+/- 180 meters Scaled)
 AA4207
 AA4207                          SUPERSEDED SURVEY CONTROL
 AA4207
 AA4207.No superseded survey control is available for this station.
 AA4207
 AA4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT734613(NAD 83)
 AA4207_MARKER: DD = SURVEY DISK
 AA4207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4207_STAMPING: 32 037 1994
 AA4207_MARK LOGO: SCGS  
 AA4207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4207+STABILITY: SURFACE MOTION
 AA4207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4207+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 AA4207
 AA4207  HISTORY     - Date     Condition        Report By
 AA4207  HISTORY     - 1994     MONUMENTED       SCGS
 AA4207  HISTORY     - 19950925 GOOD             SCGS
 AA4207  HISTORY     - 20000613 GOOD             SCGS
 AA4207  HISTORY     - 20011106 GOOD             SCGS
 AA4207
 AA4207                          STATION DESCRIPTION
 AA4207
 AA4207'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4207'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF LEXINGTON.
 AA4207'OWNERSHIP--MYRTLE KYZER, 532 WEST HIGHWAY 378, LEXINGTON, SC 29072,
 AA4207'PHONE 803-359-3980. TO REACH THE STATION FROM THE WEST JUNCTION OF
 AA4207'U.S. HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD), 1.2 MILES
 AA4207'(1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 1.9
 AA4207'MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 172 (WISE FERRY ROAD),
 AA4207'TURN RIGHT ON ROAD 172 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AA4207'RIGHT NEAR AN OLD WOOD-SIDED SHED. STATION IS A CONCRETE POST FLUSH
 AA4207'WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 57.8 FEET (17.6
 AA4207'M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 7.2 FEET (2.2 M) WEST
 AA4207'NORTHWEST OF THE NORTHWEST CORNER OF THE SHED, 42.1 FEET (12.8 M) EAST
 AA4207'NORTHEAST OF A POWER POLE NUMBER 245966 WITH A TRANSFORMER, 74.9 FEET
 AA4207'(22.8 M) NORTH OF THE NORTHWEST CORNER OF A VINYL-SIDED HOUSE, 43.2
 AA4207'FEET (13.2 M) WEST SOUTHWEST OF A SECURITY LIGHT POLE, 42.2 FEET (12.9
 AA4207'M) EAST NORTHEAST OF A WITNESS POST AT THE POWER POLE. DESCRIBED BY
 AA4207'C.E. GEOGHEGAN.
 AA4207
 AA4207                          STATION RECOVERY (1995)
 AA4207
 AA4207'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AA4207'RECOVERED AS DESCRIBED.
 AA4207
 AA4207                          STATION RECOVERY (2000)
 AA4207
 AA4207'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4207'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF LEXINGTON.
 AA4207'OWNERSHIP--MYRTLE KYZER, 532 WEST HIGHWAY 378, LEXINGTON, SC 29072,
 AA4207'PHONE 803-359-3980.  TO REACH THE STATION FROM THE WEST JUNCTION OF
 AA4207'U.S.  HIGHWAYS 1 (WEST MAIN STREET) AND 378 (GIBSON ROAD) , 1.2 MILES
 AA4207'(1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 1.9
 AA4207'MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 172 (WISE FERRY ROAD) ,
 AA4207'TURN RIGHT ON ROAD 172 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AA4207'RIGHT NEAR AN OLD WOOD-SIDED SHED.  STATION IS A CONCRETE POST
 AA4207'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 62.6 FEET (19.1 M)
 AA4207'EAST SOUTHEAST OF THE CENTER OF THE ROAD, 7.2 FEET (2.2 M) WEST OF THE
 AA4207'NORTHWEST CORNER OF THE SHED, 41.9 FEET (12.8 M) EAST NORTHEAST OF A
 AA4207'POWER POLE NUMBER 245966 WITH A TRANSFORMER, 3.1 FEET (0.9 M) WEST
 AA4207'SOUTHWEST OF A SECURITY LIGHT POLE, 41.9 FEET (12.8 M) EAST NORTHEAST
 AA4207'OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 AA4207
 AA4207                          STATION RECOVERY (2001)
 AA4207
 AA4207'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4207'RECOVERED AS DESCRIBED.
 AA4207'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4206 ***********************************************************************
 AA4206  DESIGNATION -  32 038
 AA4206  PID         -  AA4206
 AA4206  STATE/COUNTY-  SC/LEXINGTON
 AA4206  USGS QUAD   -  BARR LAKE (1986)
 AA4206
 AA4206                         *CURRENT SURVEY CONTROL
 AA4206  ___________________________________________________________________
 AA4206* NAD 83(1986)-  33 59 04.     (N)    081 16 08.     (W)     SCALED    
 AA4206* NAVD 88     -       126.672  (meters)     415.59   (feet)  ADJUSTED  
 AA4206  ___________________________________________________________________
 AA4206  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AA4206  DYNAMIC HT  -         126.542 (meters)     415.16  (feet)  COMP
 AA4206  MODELED GRAV-     979,607.2   (mgal)                       NAVD 88
 AA4206
 AA4206  VERT ORDER  -  FIRST     CLASS II
 AA4206
 AA4206.The horizontal coordinates were scaled from a topographic map and have
 AA4206.an estimated accuracy of +/- 6 seconds.
 AA4206
 AA4206.The orthometric height was determined by differential leveling
 AA4206.and adjusted by the National Geodetic Survey in September 1998..
 AA4206
 AA4206.The geoid height was determined by GEOID03.
 AA4206
 AA4206.The dynamic height is computed by dividing the NAVD 88
 AA4206.geopotential number by the normal gravity value computed on the
 AA4206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4206.degrees latitude (g = 980.6199 gals.).
 AA4206
 AA4206.The modeled gravity was interpolated from observed gravity values.
 AA4206
 AA4206;                    North         East    Units  Estimated Accuracy
 AA4206;SPC SC       -   238,580.      584,760.      MT  (+/- 180 meters Scaled)
 AA4206
 AA4206                          SUPERSEDED SURVEY CONTROL
 AA4206
 AA4206.No superseded survey control is available for this station.
 AA4206
 AA4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT751604(NAD 83)
 AA4206_MARKER: DD = SURVEY DISK
 AA4206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4206_STAMPING: 32 038 1994
 AA4206_MARK LOGO: SCGS  
 AA4206_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4206+STABILITY: SURFACE MOTION
 AA4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4206+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 AA4206
 AA4206  HISTORY     - Date     Condition        Report By
 AA4206  HISTORY     - 1994     MONUMENTED       SCGS
 AA4206  HISTORY     - 19950925 GOOD             SCGS
 AA4206  HISTORY     - 20000613 GOOD             SCGS
 AA4206  HISTORY     - 20011106 GOOD             SCGS
 AA4206
 AA4206                          STATION DESCRIPTION
 AA4206
 AA4206'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4206'STATION IS LOCATED 1.8 MILES (2.9 KM) WEST OF LEXINGTON.
 AA4206'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4206'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE WEST
 AA4206'JUNCTION OF U.S. HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD),
 AA4206'1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378
 AA4206'FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 857 (WOODVINE
 AA4206'DRIVE), TURN LEFT ON ROAD 857 FOR 0.05 MILE (0.08 KM) TO THE STATION
 AA4206'ON THE LEFT NEAR A POWER POLE AT THE SOUTHEAST CORNER OF A CHAIN LINK
 AA4206'FENCE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AA4206'THE ROAD, 18.2 FEET (5.5 M) EAST OF THE CENTER OF THE ROAD, 10.2 FEET
 AA4206'(3.1 M) NORTH OF THE POWER POLE NUMBER 48483 WITH A GUY WIRE,
 AA4206'TRANSFORMER AND A SECURITY LIGHT, 63.8 FEET (19.4 M) NORTHWEST OF THE
 AA4206'NORTHWEST CORNER OF A TRI-LEVEL BRICK HOUSE, 14.1 FEET (4.3 M) NORTH
 AA4206'OF THE NORTHEAST CORNER OF A 4.0-FOOT SQUARE CONCRETE COVER FOR A
 AA4206'STORM DRAIN, 109.9 FEET (33.5 M) SOUTH SOUTHEAST OF THE SOUTH END OF A
 AA4206'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO A
 AA4206'SHINGLE-SIDED HOUSE, 1.5 FEET (0.5 M) WEST OF A WITNESS POST IN THE
 AA4206'FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4206
 AA4206                          STATION RECOVERY (1995)
 AA4206
 AA4206'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AA4206'RECOVERED AS DESCRIBED.  STATION IS 4.7 FEET (1.4 M) WEST-NORTHWEST OF
 AA4206'A WITNESS POST IN A CHAIN LINK FENCE LINE.
 AA4206
 AA4206                          STATION RECOVERY (2000)
 AA4206
 AA4206'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4206'STATION IS LOCATED 1.8 MILES (2.9 KM) WEST OF LEXINGTON.
 AA4206'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA4206'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA4206'WEST JUNCTION OF U.S.  HIGHWAYS 1 (WEST MAIN STREET) AND 378 (GIBSON
 AA4206'ROAD) , 1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON
 AA4206'HIGHWAY 378 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 857
 AA4206'(WOODVINE ROAD) , TURN LEFT ON ROAD 857 FOR 0.05 MILE (0.08 KM) TO THE
 AA4206'STATION ON THE LEFT NEAR A POWER POLE AT THE SOUTHWEST CORNER OF A
 AA4206'CHAIN LINK FENCE.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 AA4206'CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 18.0 FEET (5.5 M) EAST OF
 AA4206'THE CENTER OF THE ROAD, 10.2 FEET (3.1 M) NORTH OF THE POWER POLE
 AA4206'NUMBER 48483 WITH GUY WIRE AND TRANSFORMER, 14.2 FEET (4.3 M) NORTH
 AA4206'NORTHEAST OF THE NORTHEAST CORNER OF A 4.0-FOOT SQUARE CONCRETE COVER
 AA4206'FOR A STORM DRAIN, 9.5 FEET (2.9 M) NORTH NORTHWEST OF THE SOUTHWEST
 AA4206'CORNER CHAIN LINK FENCE POST, 4.8 FEET (1.5 M) WEST NORTHWEST OF A
 AA4206'WITNESS POST IN THE FENCE LINE. RECOVERED BY J.B.  SMOAK.
 AA4206
 AA4206                          STATION RECOVERY (2001)
 AA4206
 AA4206'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4206'RECOVERED AS DESCRIBED.
 AA4206'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4205 ***********************************************************************
 AA4205  DESIGNATION -  32 039
 AA4205  PID         -  AA4205
 AA4205  STATE/COUNTY-  SC/LEXINGTON
 AA4205  USGS QUAD   -  BARR LAKE (1986)
 AA4205
 AA4205                         *CURRENT SURVEY CONTROL
 AA4205  ___________________________________________________________________
 AA4205* NAD 83(1986)-  33 59 00.     (N)    081 15 12.     (W)     SCALED    
 AA4205* NAVD 88     -       134.283  (meters)     440.56   (feet)  ADJUSTED  
 AA4205  ___________________________________________________________________
 AA4205  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 AA4205  DYNAMIC HT  -         134.145 (meters)     440.11  (feet)  COMP
 AA4205  MODELED GRAV-     979,607.2   (mgal)                       NAVD 88
 AA4205
 AA4205  VERT ORDER  -  FIRST     CLASS II
 AA4205
 AA4205.The horizontal coordinates were scaled from a topographic map and have
 AA4205.an estimated accuracy of +/- 6 seconds.
 AA4205
 AA4205.The orthometric height was determined by differential leveling
 AA4205.and adjusted by the National Geodetic Survey in September 1998..
 AA4205
 AA4205.The geoid height was determined by GEOID03.
 AA4205
 AA4205.The dynamic height is computed by dividing the NAVD 88
 AA4205.geopotential number by the normal gravity value computed on the
 AA4205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4205.degrees latitude (g = 980.6199 gals.).
 AA4205
 AA4205.The modeled gravity was interpolated from observed gravity values.
 AA4205
 AA4205;                    North         East    Units  Estimated Accuracy
 AA4205;SPC SC       -   238,460.      586,200.      MT  (+/- 180 meters Scaled)
 AA4205
 AA4205                          SUPERSEDED SURVEY CONTROL
 AA4205
 AA4205.No superseded survey control is available for this station.
 AA4205
 AA4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT766603(NAD 83)
 AA4205_MARKER: DD = SURVEY DISK
 AA4205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4205_STAMPING: 32 039 1994
 AA4205_MARK LOGO: SCGS  
 AA4205_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4205+STABILITY: SURFACE MOTION
 AA4205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4205+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 AA4205
 AA4205  HISTORY     - Date     Condition        Report By
 AA4205  HISTORY     - 1994     MONUMENTED       SCGS
 AA4205  HISTORY     - 19950925 GOOD             SCGS
 AA4205  HISTORY     - 20000613 GOOD             SCGS
 AA4205  HISTORY     - 20011107 GOOD             SCGS
 AA4205
 AA4205                          STATION DESCRIPTION
 AA4205
 AA4205'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4205'STATION IS LOCATED 0.95 MILE (1.53 KM) WEST OF LEXINGTON.
 AA4205'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4205'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE WEST
 AA4205'JUNCTION OF U.S. HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD),
 AA4205'1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO EAST ON HIGHWAYS 1 AND 378
 AA4205'FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE ON
 AA4205'THE EAST SIDE OF A CONCRETE BLOCK BUILDING (ADVANCE AUTO PARTS) IN THE
 AA4205'SOUTHWEST ANGLE OF DERRICK STREET. STATION IS A CONCRETE POST FLUSH
 AA4205'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE DERRICK STREET, 68.1 FEET
 AA4205'(20.8 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 188.8 FEET
 AA4205'(57.5 M) SOUTH OF THE NORTH EDGE OF THE CURB OF THE HIGHWAY, 17.9 FEET
 AA4205'(5.5 M) WEST NORTHWEST OF THE CENTER OF DERRICK STREET, 12.9 FEET (3.9
 AA4205'M) NORTH OF THE POWER POLE NUMBER 375000 WITH FOUR GUY WIRES AND A
 AA4205'TRANSFORMER, 20.3 FEET (6.2 M) EAST OF THE NORTHEAST CORNER OF THE
 AA4205'CONCRETE BASE OF A PARKING LOT LIGHT, 67.6 FEET (20.6 M) SOUTHEAST OF
 AA4205'THE NORTHEAST CORNER OF THE BUILDING, 1.9 FEET (0.6 M) WEST NORTHWEST
 AA4205'OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4205
 AA4205                          STATION RECOVERY (1995)
 AA4205
 AA4205'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AA4205'RECOVERED AS DESCRIBED.
 AA4205
 AA4205                          STATION RECOVERY (2000)
 AA4205
 AA4205'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4205'STATION IS LOCATED 0.95 MILE (1.53 KM) WEST OF LEXINGTON.
 AA4205'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA4205'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA4205'WEST JUNCTION OF U.S.  HIGHWAYS 1 (WEST MAIN STREET) AND 378 (GIBSON
 AA4205'ROAD) , 1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO EAST ON HIGHWAYS 1
 AA4205'AND 378 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 AA4205'POLE ON THE EAST SIDE OF A CONCRETE BLOCK BUILDING (ADVANCE AUTO
 AA4205'PARTS) IN THE SOUTHWEST ANGLE OF DERRICK STREET. STATION IS A CONCRETE
 AA4205'POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE DERRICK
 AA4205'STREET, 67.9 FEET (20.7 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 AA4205'BUILDING, 194.0 FEET (59.1 M) SOUTH OF THE NORTH EDGE OF THE HIGHWAY
 AA4205'CURB, 17.9 FEET (5.5 M) WEST OF THE CENTER OF DERRICK STREET, 68.9
 AA4205'FEET (21.0 M) NORTH OF A POWER POLE NUMBER 375000/5269/007 WITH FOUR
 AA4205'GUY WIRES AND A TRANSFORMER, 20.0 FEET (6.1 M) EAST OF THE NORTHEAST
 AA4205'CORNER OF THE CONCRETE BLOCK BASE OF A PARKING LOT LIGHT, 2.0 FEET
 AA4205'(0.6 M) WEST OF A WITNESS POST. RECOVERED BY J.B.  SMOAK.
 AA4205
 AA4205                          STATION RECOVERY (2001)
 AA4205
 AA4205'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4205'RECOVERED AS DESCRIBED.
 AA4205'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4204 ***********************************************************************
 AA4204  DESIGNATION -  32 040
 AA4204  PID         -  AA4204
 AA4204  STATE/COUNTY-  SC/LEXINGTON
 AA4204  USGS QUAD   -  LEXINGTON (1987)
 AA4204
 AA4204                         *CURRENT SURVEY CONTROL
 AA4204  ___________________________________________________________________
 AA4204* NAD 83(1986)-  33 59 12.     (N)    081 14 42.     (W)     SCALED    
 AA4204* NAVD 88     -       132.365  (meters)     434.27   (feet)  ADJUSTED  
 AA4204  ___________________________________________________________________
 AA4204  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AA4204  DYNAMIC HT  -         132.229 (meters)     433.82  (feet)  COMP
 AA4204  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 AA4204
 AA4204  VERT ORDER  -  FIRST     CLASS II
 AA4204
 AA4204.The horizontal coordinates were scaled from a topographic map and have
 AA4204.an estimated accuracy of +/- 6 seconds.
 AA4204
 AA4204.The orthometric height was determined by differential leveling
 AA4204.and adjusted by the National Geodetic Survey in September 1998..
 AA4204
 AA4204.The geoid height was determined by GEOID03.
 AA4204
 AA4204.The dynamic height is computed by dividing the NAVD 88
 AA4204.geopotential number by the normal gravity value computed on the
 AA4204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4204.degrees latitude (g = 980.6199 gals.).
 AA4204
 AA4204.The modeled gravity was interpolated from observed gravity values.
 AA4204
 AA4204;                    North         East    Units  Estimated Accuracy
 AA4204;SPC SC       -   238,820.      586,970.      MT  (+/- 180 meters Scaled)
 AA4204
 AA4204                          SUPERSEDED SURVEY CONTROL
 AA4204
 AA4204.No superseded survey control is available for this station.
 AA4204
 AA4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT773607(NAD 83)
 AA4204_MARKER: DD = SURVEY DISK
 AA4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4204_STAMPING: 32 040 1994
 AA4204_MARK LOGO: SCGS  
 AA4204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4204+STABILITY: SURFACE MOTION
 AA4204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4204+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 AA4204
 AA4204  HISTORY     - Date     Condition        Report By
 AA4204  HISTORY     - 1994     MONUMENTED       SCGS
 AA4204  HISTORY     - 19950925 GOOD             SCGS
 AA4204  HISTORY     - 20000613 GOOD             SCGS
 AA4204  HISTORY     - 20011107 GOOD             SCGS
 AA4204
 AA4204                          STATION DESCRIPTION
 AA4204
 AA4204'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4204'STATION IS LOCATED NEAR A FIRE HYDRANT IN THE EAST ANGLE OF THE EAST
 AA4204'JUNCTION OF U.S. HIGHWAYS 1, 378 (WEST MAIN STREET AND COLUMBIA
 AA4204'AVENUE) AND STATE ROAD 52 (CHAPIN ROAD) IN LEXINGTON. STATION IS A
 AA4204'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW
 AA4204'HIGHWAY 1, 9.2 FEET (2.8 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 AA4204'CURB OF HIGHWAY 1, 89.5 FEET (27.3 M) SOUTH SOUTHEAST OF THE CENTER OF
 AA4204'THE EASTBOUND LANES OF HIGHWAY 378, 7.2 FEET (2.2 M) SOUTHEAST OF A
 AA4204'FIRE HYDRANT, 89.6 FEET (27.3 M) SOUTHWEST OF THE WEST CORNER OF A
 AA4204'BRICK BUILDING (SCN BANK), 59.5 FEET (18.1 M) SOUTH SOUTHEAST OF A
 AA4204'POWER POLE NUMBER 00028/322303 WITH THREE GUY WIRES AND A TRANSFORMER,
 AA4204'42.3 FEET (12.9 M) SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED BY
 AA4204'C.E. GEOGHEGAN.
 AA4204
 AA4204                          STATION RECOVERY (1995)
 AA4204
 AA4204'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AA4204'RECOVERED AS DESCRIBED.
 AA4204
 AA4204                          STATION RECOVERY (2000)
 AA4204
 AA4204'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AA4204'STATION IS LOCATED NEAR A FIRE HYDRANT IN THE EAST ANGLE OF THE EAST
 AA4204'JUNCTION OF U.S.  HIGHWAYS 1 (WEST MAIN STREET) , 378 (COLUMBIA
 AA4204'AVENUE) AND STATE ROAD 52 (CHAPIN ROAD) IN LEXINGTON.
 AA4204'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA4204'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST
 AA4204'FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 1, 9.2 FEET (2.8 M)
 AA4204'NORTHEAST OF THE SOUTHWEST EDGE OF THE HIGHWAY 1 CURB, 7.2 FEET (2.2
 AA4204'M) SOUTHEAST OF THE FIRE HYDRANT, 89.5 FEET (27.3 M) SOUTHWEST OF THE
 AA4204'WEST CORNER OF A BRICK BUILDING (WACHOVIA BANK) , 59.4 FEET (18.1 M)
 AA4204'SOUTH SOUTHEAST OF A POWER POLE NUMBER 00028/322303 WITH THREE GUY
 AA4204'WIRES AND A SECURITY LIGHT, 78.4 FEET (23.9 M) NORTHWEST OF A POWER
 AA4204'POLE WITH METER, 42.4 FEET (12.9 M) SOUTH SOUTHEAST OF A WITNESS POST.
 AA4204'RECOVERED BY J.B.  SMOAK.
 AA4204
 AA4204                          STATION RECOVERY (2001)
 AA4204
 AA4204'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4204'RECOVERED AS DESCRIBED.
 AA4204'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4201 ***********************************************************************
 AA4201  DESIGNATION -  32 042
 AA4201  PID         -  AA4201
 AA4201  STATE/COUNTY-  SC/LEXINGTON
 AA4201  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4201
 AA4201                         *CURRENT SURVEY CONTROL
 AA4201  ___________________________________________________________________
 AA4201* NAD 83(1986)-  34 00 34.     (N)    081 15 30.     (W)     SCALED    
 AA4201* NAVD 88     -       151.441  (meters)     496.85   (feet)  ADJUSTED  
 AA4201  ___________________________________________________________________
 AA4201  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AA4201  DYNAMIC HT  -         151.286 (meters)     496.34  (feet)  COMP
 AA4201  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 AA4201
 AA4201  VERT ORDER  -  FIRST     CLASS II
 AA4201
 AA4201.The horizontal coordinates were scaled from a topographic map and have
 AA4201.an estimated accuracy of +/- 6 seconds.
 AA4201
 AA4201.The orthometric height was determined by differential leveling
 AA4201.and adjusted by the National Geodetic Survey in September 1998..
 AA4201
 AA4201.The geoid height was determined by GEOID03.
 AA4201
 AA4201.The dynamic height is computed by dividing the NAVD 88
 AA4201.geopotential number by the normal gravity value computed on the
 AA4201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4201.degrees latitude (g = 980.6199 gals.).
 AA4201
 AA4201.The modeled gravity was interpolated from observed gravity values.
 AA4201
 AA4201;                    North         East    Units  Estimated Accuracy
 AA4201;SPC SC       -   241,350.      585,740.      MT  (+/- 180 meters Scaled)
 AA4201
 AA4201                          SUPERSEDED SURVEY CONTROL
 AA4201
 AA4201.No superseded survey control is available for this station.
 AA4201
 AA4201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT761632(NAD 83)
 AA4201_MARKER: DD = SURVEY DISK
 AA4201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4201_STAMPING: 32 042 1994
 AA4201_MARK LOGO: SCGS  
 AA4201_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4201+STABILITY: SURFACE MOTION
 AA4201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4201+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4201
 AA4201  HISTORY     - Date     Condition        Report By
 AA4201  HISTORY     - 1994     MONUMENTED       SCGS
 AA4201  HISTORY     - 19961119 MARK NOT FOUND   SCGS
 AA4201  HISTORY     - 20011107 MARK NOT FOUND   SCGS
 AA4201
 AA4201                          STATION DESCRIPTION
 AA4201
 AA4201'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4201'STATION IS LOCATED 2.35 MILES (3.78 KM) NORTHWEST OF LEXINGTON.
 AA4201'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4201'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EAST
 AA4201'JUNCTION OF U.S. HIGHWAYS 1, 378 (WEST MAIN STREET AND COLUMBIA
 AA4201'AVENUE) AND STATE ROAD 52 (CHAPIN ROAD)IN LEXINGTON, GO NORTH
 AA4201'NORTHWEST ON ROAD 52 FOR 1.85 MILES (2.98 KM) TO THE STATION NEAR A
 AA4201'FIRE HYDRANT IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 408
 AA4201'(OLD CHEROKEE ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4201'AND LEVEL WITH ROAD 408, 27.2 FEET (8.3 M) NORTHEAST OF THE CENTER OF
 AA4201'ROAD 52, 92.4 FEET (28.2 M) SOUTH SOUTHWEST OF THE CENTER OF ROAD 408,
 AA4201'2.0 FEET (0.6 M) SOUTH SOUTHWEST OF THE FIRE HYDRANT, 126.4 FEET (38.5
 AA4201'M) EAST SOUTHEAST OF A POWER POLE NUMBER 357500 WITH TWO GUY WIRES,
 AA4201'110.6 FEET (33.7 M) WEST NORTHWEST OF A POWER POLE NUMBER 357501.
 AA4201'DESCRIBED BY C.E. GEOGHEGAN.
 AA4201
 AA4201                          STATION RECOVERY (1996)
 AA4201
 AA4201'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AA4201'NOT RECOVERED, PRESUMED DESTROYED BY INTERSECTION WORK.  RECOVERY BY
 AA4201'D.J.  NOVAK.
 AA4201
 AA4201                          STATION RECOVERY (2001)
 AA4201
 AA4201'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4201'NOT RECOVERED, SEARCHED WAS CONDUCTED FOR 15 MINUTES WITH NO RESULTS,
 AA4201'REFERENCE MEASUREMENTS ARE GONE AND THE INTERSECTION HAS BEEN
 AA4201'REDESIGNED.
 AA4201'RECOVERY BY L.A. LAPINE.
 AA4201'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4202 ***********************************************************************
 AA4202  DESIGNATION -  32 043
 AA4202  PID         -  AA4202
 AA4202  STATE/COUNTY-  SC/LEXINGTON
 AA4202  USGS QUAD   -  BARR LAKE (1986)
 AA4202
 AA4202                         *CURRENT SURVEY CONTROL
 AA4202  ___________________________________________________________________
 AA4202* NAD 83(1986)-  33 59 59.     (N)    081 15 00.     (W)     SCALED    
 AA4202* NAVD 88     -       117.028  (meters)     383.95   (feet)  ADJUSTED  
 AA4202  ___________________________________________________________________
 AA4202  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AA4202  DYNAMIC HT  -         116.908 (meters)     383.56  (feet)  COMP
 AA4202  MODELED GRAV-     979,611.2   (mgal)                       NAVD 88
 AA4202
 AA4202  VERT ORDER  -  FIRST     CLASS II
 AA4202
 AA4202.The horizontal coordinates were scaled from a topographic map and have
 AA4202.an estimated accuracy of +/- 6 seconds.
 AA4202
 AA4202.The orthometric height was determined by differential leveling
 AA4202.and adjusted by the National Geodetic Survey in September 1998..
 AA4202
 AA4202.The geoid height was determined by GEOID03.
 AA4202
 AA4202.The dynamic height is computed by dividing the NAVD 88
 AA4202.geopotential number by the normal gravity value computed on the
 AA4202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4202.degrees latitude (g = 980.6199 gals.).
 AA4202
 AA4202.The modeled gravity was interpolated from observed gravity values.
 AA4202
 AA4202;                    North         East    Units  Estimated Accuracy
 AA4202;SPC SC       -   240,270.      586,510.      MT  (+/- 180 meters Scaled)
 AA4202
 AA4202                          SUPERSEDED SURVEY CONTROL
 AA4202
 AA4202.No superseded survey control is available for this station.
 AA4202
 AA4202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT769621(NAD 83)
 AA4202_MARKER: DD = SURVEY DISK
 AA4202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4202_STAMPING: 32 043 1994
 AA4202_MARK LOGO: SCGS  
 AA4202_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4202+STABILITY: SURFACE MOTION
 AA4202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4202+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4202
 AA4202  HISTORY     - Date     Condition        Report By
 AA4202  HISTORY     - 1994     MONUMENTED       SCGS
 AA4202
 AA4202                          STATION DESCRIPTION
 AA4202
 AA4202'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4202'STATION IS LOCATED 1.55 MILES (2.49 KM) NORTHWEST OF LEXINGTON.
 AA4202'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4202'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EAST
 AA4202'JUNCTION OF U.S. HIGHWAYS 1, 378 (WEST MAIN STREET AND COLUMBIA
 AA4202'AVENUE) AND STATE ROAD 52 (CHAPIN ROAD)IN LEXINGTON, GO NORTH
 AA4202'NORTHWEST ON ROAD 52 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF STATE
 AA4202'ROAD 145 (MAXIE ROAD), BEAR RIGHT ON ROAD 145 FOR 0.05 MILE (0.08 KM)
 AA4202'TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A CONCRETE
 AA4202'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 24.6
 AA4202'FEET (7.5 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 21.6 FEET (6.6
 AA4202'M) SOUTH OF THE POWER POLE NUMBER 0299760 WITH A SECURITY LIGHT AND A
 AA4202'TRANSFORMER, 43.6 FEET (13.3 M) EAST NORTHEAST OF THE EAST CORNER OF A
 AA4202'BRICK OFFICE BUILDING, 49.5 FEET (15.1 M) SOUTHEAST OF THE SOUTH
 AA4202'CORNER OF A STUCCOED OFFICE BUILDING, 50.4 FEET (15.4 M) NORTH
 AA4202'NORTHEAST OF THE NORTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 AA4202'BENEATH A PAVED DRIVEWAY LEADING TO THE REAR OF THE BRICK BUILDING,
 AA4202'128.3 FEET (39.1 M) SOUTH SOUTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT
 AA4202'CONCRETE PIPE CULVERT BENEATH A PAVED DRIVEWAY LEADING TO A PARKING
 AA4202'LOT FOR THE STUCCOED BUILDING. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4203 ***********************************************************************
 AA4203  DESIGNATION -  32 044
 AA4203  PID         -  AA4203
 AA4203  STATE/COUNTY-  SC/LEXINGTON
 AA4203  USGS QUAD   -  LEXINGTON (1987)
 AA4203
 AA4203                         *CURRENT SURVEY CONTROL
 AA4203  ___________________________________________________________________
 AA4203* NAD 83(1986)-  33 59 33.     (N)    081 14 53.     (W)     SCALED    
 AA4203* NAVD 88     -       128.167  (meters)     420.49   (feet)  ADJUSTED  
 AA4203  ___________________________________________________________________
 AA4203  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AA4203  DYNAMIC HT  -         128.035 (meters)     420.06  (feet)  COMP
 AA4203  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 AA4203
 AA4203  VERT ORDER  -  FIRST     CLASS II
 AA4203
 AA4203.The horizontal coordinates were scaled from a topographic map and have
 AA4203.an estimated accuracy of +/- 6 seconds.
 AA4203
 AA4203.The orthometric height was determined by differential leveling
 AA4203.and adjusted by the National Geodetic Survey in September 1998..
 AA4203
 AA4203.The geoid height was determined by GEOID03.
 AA4203
 AA4203.The dynamic height is computed by dividing the NAVD 88
 AA4203.geopotential number by the normal gravity value computed on the
 AA4203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4203.degrees latitude (g = 980.6199 gals.).
 AA4203
 AA4203.The modeled gravity was interpolated from observed gravity values.
 AA4203
 AA4203;                    North         East    Units  Estimated Accuracy
 AA4203;SPC SC       -   239,470.      586,690.      MT  (+/- 180 meters Scaled)
 AA4203
 AA4203                          SUPERSEDED SURVEY CONTROL
 AA4203
 AA4203.No superseded survey control is available for this station.
 AA4203
 AA4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT770613(NAD 83)
 AA4203_MARKER: DD = SURVEY DISK
 AA4203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4203_STAMPING: 32 044 1994
 AA4203_MARK LOGO: SCGS  
 AA4203_PROJECTION: FLUSH
 AA4203_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4203+STABILITY: SURFACE MOTION
 AA4203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4203+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 AA4203
 AA4203  HISTORY     - Date     Condition        Report By
 AA4203  HISTORY     - 1994     MONUMENTED       SCGS
 AA4203  HISTORY     - 20011107 GOOD             SCGS
 AA4203
 AA4203                          STATION DESCRIPTION
 AA4203
 AA4203'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4203'STATION IS LOCATED IN LEXINGTON. OWNERSHIP--SCARLET OAKS APARTMENTS.
 AA4203'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAYS 1, 378
 AA4203'(WEST MAIN STREET AND COLUMBIA AVENUE) AND STATE ROAD 52 (CHAPIN
 AA4203'ROAD)IN LEXINGTON, GO NORTH NORTHWEST ON ROAD 52 FOR 0.4 MILE (0.6 KM)
 AA4203'TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE NORTHEAST ANGLE
 AA4203'OF A PAVED DRIVEWAY ALONG THE NORTHWEST SIDE OF THE SCARLET OAKS
 AA4203'APARTMENT COMPLEX. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AA4203'AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 74.1 FEET (22.6 M) EAST OF THE
 AA4203'CENTER OF THE ROAD, 41.3 FEET (12.6 M) EAST OF THE POWER POLE NUMBER
 AA4203'6017/9100/010 WITH A TRANSFORMER AND A STREET LIGHT, 13.8 FEET (4.2 M)
 AA4203'NORTH NORTHWEST OF THE SOUTHEAST EDGE OF THE CURB OF THE DRIVEWAY,
 AA4203'55.6 FEET (16.9 M) NORTHWEST OF THE NORTHWEST CORNER OF APARTMENT J4,
 AA4203'49.7 FEET (15.1 M) SOUTH OF THE SOUTHWEST CORNER OF A BRICK OFFICE
 AA4203'BUILDING. DESCRIBED BY C.E. GEOGHEGAN.
 AA4203
 AA4203                          STATION RECOVERY (2001)
 AA4203
 AA4203'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4203'STATION IS LOCATED 1.05 MILES NORTHWEST OF LEXINGTON.
 AA4203'OWNERSHIP--SCARLET OAKS
 AA4203'APARTMENTS, 200 OLD CHAPIN ROAD, LEXINGTON, SC 29207, PHONE
 AA4203'803-951-7396.
 AA4203'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAYS 1 AND 378
 AA4203'(WEST MAIN
 AA4203'STREET AND COLUMBIA AVENUE) AND STATE ROAD 52 (OLD CHAPIN ROAD), 0.7
 AA4203'MILE WEST
 AA4203'NORTHWEST OF LEXINGTON, GO NORTH NORTHWEST ON ROAD 52 FOR 0.4 MILE TO
 AA4203'THE STATION ON
 AA4203'THE RIGHT NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A PAVED DRIVEWAY
 AA4203'ALONG THE
 AA4203'NORTHWEST SIDE OF THE SCARLET OAKS APARTMENT COMPLEX.
 AA4203'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 AA4203'SCARLET OAK
 AA4203'APARTMENTS DRIVEWAY, 74.1 FEET EAST OF THE CENTER OF THE ROAD, 40.5
 AA4203'FEET EAST OF THE
 AA4203'POWER POLE NUMBER 6017/9100/010 WITH A TRANSFORMER, STREET LIGHT AND
 AA4203'THREE GUY WIRES,
 AA4203'13.3 FEET NORTH NORTHWEST OF THE SOUTHEAST EDGE OF THE DRIVEWAY CURB,
 AA4203'55.6 FEET
 AA4203'NORTHWEST OF THE NORTHWEST CORNER OF APARTMENT J4, 49.7 FEET SOUTH OF
 AA4203'THE
 AA4203'SOUTHWEST CORNER OF A BRICK FIRE BUILDING.
 AA4203'RECOVERED BY L.A. LAPINE.
 AA4203' 
 AA4203'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4200 ***********************************************************************
 AA4200  DESIGNATION -  32 045
 AA4200  PID         -  AA4200
 AA4200  STATE/COUNTY-  SC/LEXINGTON
 AA4200  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4200
 AA4200                         *CURRENT SURVEY CONTROL
 AA4200  ___________________________________________________________________
 AA4200* NAD 83(1986)-  34 01 14.     (N)    081 15 51.     (W)     SCALED    
 AA4200* NAVD 88     -       146.567  (meters)     480.86   (feet)  ADJUSTED  
 AA4200  ___________________________________________________________________
 AA4200  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AA4200  DYNAMIC HT  -         146.418 (meters)     480.37  (feet)  COMP
 AA4200  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 AA4200
 AA4200  VERT ORDER  -  FIRST     CLASS II
 AA4200
 AA4200.The horizontal coordinates were scaled from a topographic map and have
 AA4200.an estimated accuracy of +/- 6 seconds.
 AA4200
 AA4200.The orthometric height was determined by differential leveling
 AA4200.and adjusted by the National Geodetic Survey in September 1998..
 AA4200
 AA4200.The geoid height was determined by GEOID03.
 AA4200
 AA4200.The dynamic height is computed by dividing the NAVD 88
 AA4200.geopotential number by the normal gravity value computed on the
 AA4200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4200.degrees latitude (g = 980.6199 gals.).
 AA4200
 AA4200.The modeled gravity was interpolated from observed gravity values.
 AA4200
 AA4200;                    North         East    Units  Estimated Accuracy
 AA4200;SPC SC       -   242,590.      585,210.      MT  (+/- 180 meters Scaled)
 AA4200
 AA4200                          SUPERSEDED SURVEY CONTROL
 AA4200
 AA4200.No superseded survey control is available for this station.
 AA4200
 AA4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT756644(NAD 83)
 AA4200_MARKER: DD = SURVEY DISK
 AA4200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4200_STAMPING: 32 045 1994
 AA4200_MARK LOGO: SCGS  
 AA4200_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4200+STABILITY: SURFACE MOTION
 AA4200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4200+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4200
 AA4200  HISTORY     - Date     Condition        Report By
 AA4200  HISTORY     - 1994     MONUMENTED       SCGS
 AA4200
 AA4200                          STATION DESCRIPTION
 AA4200
 AA4200'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4200'STATION IS LOCATED 3.1 MILES (5.0 KM) NORTHWEST OF LEXINGTON.
 AA4200'OWNERSHIP--PROVIDENCE LUTHERAN CHURCH. TO REACH THE STATION FROM THE
 AA4200'EAST JUNCTION OF U.S. HIGHWAYS 1, 378 (WEST MAIN STREET AND COLUMBIA
 AA4200'AVENUE) AND STATE ROAD 52 (CHAPIN ROAD)IN LEXINGTON, GO NORTH
 AA4200'NORTHWEST ON ROAD 52 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE
 AA4200'ROAD 1466 (BARNACLE ROAD), TURN RIGHT ON ROAD 1466 FOR 0.05 MILE (0.08
 AA4200'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE AND A BRICK WELL
 AA4200'HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 10.0 FEET
 AA4200'(3.0 M) ABOVE THE ROAD, 12.9 FEET (3.9 M) SOUTH SOUTHEAST OF THE POWER
 AA4200'POLE NUMBER 267747, 11.7 FEET (3.6 M) WEST SOUTHWEST OF THE NORTHWEST
 AA4200'CORNER OF THE WELL HOUSE, 134.6 FEET (41.0 M) NORTHWEST OF THE
 AA4200'NORTHWEST CORNER OF A BRICK BUILDING (USED FOR RECEPTIONS, ECT.), 54.0
 AA4200'FEET (16.5 M) NORTH NORTHWEST OF THE NORTH CORNER OF A SET OF
 AA4200'ABANDONED CONCRETE STEPS, 13.3 FEET (4.1 M) SOUTH SOUTHEAST OF A
 AA4200'WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4199 ***********************************************************************
 AA4199  DESIGNATION -  32 046
 AA4199  PID         -  AA4199
 AA4199  STATE/COUNTY-  SC/LEXINGTON
 AA4199  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4199
 AA4199                         *CURRENT SURVEY CONTROL
 AA4199  ___________________________________________________________________
 AA4199* NAD 83(1986)-  34 01 50.     (N)    081 16 39.     (W)     SCALED    
 AA4199* NAVD 88     -       122.888  (meters)     403.18   (feet)  ADJUSTED  
 AA4199  ___________________________________________________________________
 AA4199  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AA4199  DYNAMIC HT  -         122.763 (meters)     402.76  (feet)  COMP
 AA4199  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 AA4199
 AA4199  VERT ORDER  -  FIRST     CLASS II
 AA4199
 AA4199.The horizontal coordinates were scaled from a topographic map and have
 AA4199.an estimated accuracy of +/- 6 seconds.
 AA4199
 AA4199.The orthometric height was determined by differential leveling
 AA4199.and adjusted by the National Geodetic Survey in September 1998..
 AA4199
 AA4199.The geoid height was determined by GEOID03.
 AA4199
 AA4199.The dynamic height is computed by dividing the NAVD 88
 AA4199.geopotential number by the normal gravity value computed on the
 AA4199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4199.degrees latitude (g = 980.6199 gals.).
 AA4199
 AA4199.The modeled gravity was interpolated from observed gravity values.
 AA4199
 AA4199;                    North         East    Units  Estimated Accuracy
 AA4199;SPC SC       -   243,700.      583,980.      MT  (+/- 180 meters Scaled)
 AA4199
 AA4199                          SUPERSEDED SURVEY CONTROL
 AA4199
 AA4199.No superseded survey control is available for this station.
 AA4199
 AA4199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT743655(NAD 83)
 AA4199_MARKER: DD = SURVEY DISK
 AA4199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4199_STAMPING: 32 046 1994
 AA4199_MARK LOGO: SCGS  
 AA4199_PROJECTION: FLUSH
 AA4199_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4199+STABILITY: SURFACE MOTION
 AA4199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4199+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4199
 AA4199  HISTORY     - Date     Condition        Report By
 AA4199  HISTORY     - 1994     MONUMENTED       SCGS
 AA4199  HISTORY     - 19960220 GOOD             GEOMET
 AA4199
 AA4199                          STATION DESCRIPTION
 AA4199
 AA4199'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4199'STATION IS LOCATED 4.15 MILES (6.68 KM) NORTHWEST OF LEXINGTON.
 AA4199'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4199'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EAST
 AA4199'JUNCTION OF U.S. HIGHWAYS 1, 378 (WEST MAIN STREET AND COLUMBIA
 AA4199'AVENUE) AND STATE ROAD 52 (CHAPIN ROAD)IN LEXINGTON, GO NORTH
 AA4199'NORTHWEST ON ROAD 52 FOR 3.65 MILES (5.87 KM) TO THE STATION NEAR A
 AA4199'FENCE IN THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 112 (BEECHCREEK
 AA4199'ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AA4199'ROAD 112, 33.5 FEET (10.2 M) WEST NORTHWEST OF A POWER POLE NUMBER
 AA4199'40/34788 WITH FOUR GUY WIRES, 46.6 FEET (14.2 M) SOUTHWEST OF THE
 AA4199'CENTER OF ROAD 52, 48.0 FEET (14.6 M) NORTH NORTHWEST OF THE CENTER OF
 AA4199'ROAD 112, 49.1 FEET (15.0 M) WEST OF THE SOUTHWEST END OF A 2.5-FOOT
 AA4199'CONCRETE PIPE CULVERT BENEATH ROAD 52, 24.2 FEET (7.4 M) NORTH OF A
 AA4199'FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 26.2 FEET (8.0 M)
 AA4199'SOUTH SOUTHEAST OF A FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED,
 AA4199'5.0 FEET (1.5 M) EAST OF A WITNESS POST IN THE FENCE LINE. DESCRIBED
 AA4199'BY C.E. GEOGHEGAN.
 AA4199
 AA4199                          STATION RECOVERY (1996)
 AA4199
 AA4199'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (LGW)
 AA4199'STATION IS AT THE INTERSECTION OF S 32 122 -BEECHCREEK ROAD-, S 32 52
 AA4199'-OLD CHAPIN ROAD.  FROM INT OF 6 AND OLD CHEROKEE PROCEED WEST ALONG
 AA4199'OLD CHEROKEE 2.15 MI (3.46 KM) TO OLD CHAPIN, TURN RIGHT AND GO 1.85
 AA4199'MI (2.98 KM) TO THE INT OF BEECHCREEK AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4198 ***********************************************************************
 AA4198  DESIGNATION -  32 047
 AA4198  PID         -  AA4198
 AA4198  STATE/COUNTY-  SC/LEXINGTON
 AA4198  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4198
 AA4198                         *CURRENT SURVEY CONTROL
 AA4198  ___________________________________________________________________
 AA4198* NAD 83(1986)-  34 01 37.     (N)    081 17 17.     (W)     SCALED    
 AA4198* NAVD 88     -       115.916  (meters)     380.30   (feet)  ADJUSTED  
 AA4198  ___________________________________________________________________
 AA4198  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AA4198  DYNAMIC HT  -         115.798 (meters)     379.91  (feet)  COMP
 AA4198  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 AA4198
 AA4198  VERT ORDER  -  FIRST     CLASS II
 AA4198
 AA4198.The horizontal coordinates were scaled from a topographic map and have
 AA4198.an estimated accuracy of +/- 6 seconds.
 AA4198
 AA4198.The orthometric height was determined by differential leveling
 AA4198.and adjusted by the National Geodetic Survey in September 1998..
 AA4198
 AA4198.The geoid height was determined by GEOID03.
 AA4198
 AA4198.The dynamic height is computed by dividing the NAVD 88
 AA4198.geopotential number by the normal gravity value computed on the
 AA4198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4198.degrees latitude (g = 980.6199 gals.).
 AA4198
 AA4198.The modeled gravity was interpolated from observed gravity values.
 AA4198
 AA4198;                    North         East    Units  Estimated Accuracy
 AA4198;SPC SC       -   243,300.      583,000.      MT  (+/- 180 meters Scaled)
 AA4198
 AA4198                          SUPERSEDED SURVEY CONTROL
 AA4198
 AA4198.No superseded survey control is available for this station.
 AA4198
 AA4198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT734651(NAD 83)
 AA4198_MARKER: DD = SURVEY DISK
 AA4198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4198_STAMPING: 32 047 1994
 AA4198_MARK LOGO: SCGS  
 AA4198_PROJECTION: PROJECTING 3 CENTIMETERS
 AA4198_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4198+STABILITY: SURFACE MOTION
 AA4198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4198+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 AA4198
 AA4198  HISTORY     - Date     Condition        Report By
 AA4198  HISTORY     - 1994     MONUMENTED       SCGS
 AA4198  HISTORY     - 20011107 GOOD             SCGS
 AA4198
 AA4198                          STATION DESCRIPTION
 AA4198
 AA4198'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4198'STATION IS LOCATED 4.35 MILES (7.00 KM) NORTHWEST OF LEXINGTON.
 AA4198'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4198'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE WEST
 AA4198'JUNCTION OF U.S. HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD),
 AA4198'1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378
 AA4198'FOR 1.9 MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 172 (WISE FERRY
 AA4198'ROAD), TURN RIGHT ON ROAD 172 FOR 2.3 MILES (3.7 KM) TO THE JUNCTION
 AA4198'OF STATE ROAD 112 (BEECHCREEK ROAD), TURN RIGHT ON ROAD 112 FOR 0.85
 AA4198'MILE (1.37 KM) TO THE STATION NEAR A POWER POLE IN THE NORTHWEST ANGLE
 AA4198'OF THE JUNCTION OF STATE ROAD 1709 (COUNTRY LAKE DRIVE). STATION IS A
 AA4198'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE ROAD
 AA4198'112, 33.6 FEET (10.2 M) NORTH OF THE CENTER OF ROAD 112, 34.1 FEET
 AA4198'(10.4 M) WEST OF THE CENTER OF ROAD 1709, 9.6 FEET (2.9 M) WEST OF THE
 AA4198'POWER POLE NUMBER 236918 WITH THREE GUY WIRES AND A TRANSFORMER, 13.6
 AA4198'FEET (4.1 M) WEST NORTHWEST OF A SUPPORT POST FOR A TELEPHONE JUNCTION
 AA4198'BOX NUMBER 9175/039, 19.0 FEET (5.8 M) NORTH NORTHWEST OF THE WEST END
 AA4198'OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 1709, 2.7 FEET (0.8
 AA4198'M) SOUTHEAST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4198
 AA4198                          STATION RECOVERY (2001)
 AA4198
 AA4198'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4198'STATION IS LOCATED 4.3 MILES NORTHWEST OF LEXINGTON, 7.9 MILES NORTH
 AA4198'NORTHEAST
 AA4198'OF GILBERT. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AA4198'191, COLUMBIA, SC
 AA4198'29202, PHONE 803-737-1350.
 AA4198'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 378
 AA4198'(WEST MAIN
 AA4198'STREET AND GIBSON ROAD) , 1.2 MILES WEST OF LEXINGTON, GO NORTHWEST ON
 AA4198'HIGHWAY 378 FOR
 AA4198'1.95 MILES TO THE JUNCTION OF STATE ROAD 172 (WISE FERRY ROAD), TURN
 AA4198'RIGHT ON ROAD 172
 AA4198'FOR 2.3 MILES TO THE JUNCTION OF STATE ROAD 112 (BEECH CREEK ROAD),
 AA4198'TURN RIGHT ON ROAD
 AA4198'112 FOR 0.8 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE
 AA4198'NORTHWEST ANGLE
 AA4198'OF THE JUNCTION OF STATE ROAD 1709 (COUNTRY LAKE ROAD).
 AA4198'STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND 1.5 FEET ABOVE THE
 AA4198'ROAD, 34.7
 AA4198'FEET WEST OF THE CENTER OF THE ROAD, 7.7 FEET WEST OF THE POWER POLE
 AA4198'NUMBER
 AA4198'236918 WITH FIVE GUY WIRES AND A TRANSFORMER, 13.6 FEET WEST NORTHWEST
 AA4198'OF A
 AA4198'SUPPORT POST FOR A TELEPHONE JUNCTION BOX NUMBER 9175/039, 3.0 FEET
 AA4198'NORTH OF THE
 AA4198'NORTHWEST CORNER OF A METAL TWO-FOOT SQUARE ALPHA UTILITY BOX, 2.7
 AA4198'FEET
 AA4198'SOUTHEAST OF A WITNESS POST.
 AA4198'RECOVERED BY L.A. LAPINE.
 AA4198'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4197 ***********************************************************************
 AA4197  DESIGNATION -  32 048
 AA4197  PID         -  AA4197
 AA4197  STATE/COUNTY-  SC/LEXINGTON
 AA4197  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4197
 AA4197                         *CURRENT SURVEY CONTROL
 AA4197  ___________________________________________________________________
 AA4197* NAD 83(1986)-  34 01 21.     (N)    081 17 57.     (W)     SCALED    
 AA4197* NAVD 88     -       127.546  (meters)     418.46   (feet)  ADJUSTED  
 AA4197  ___________________________________________________________________
 AA4197  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AA4197  DYNAMIC HT  -         127.416 (meters)     418.03  (feet)  COMP
 AA4197  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 AA4197
 AA4197  VERT ORDER  -  FIRST     CLASS II
 AA4197
 AA4197.The horizontal coordinates were scaled from a topographic map and have
 AA4197.an estimated accuracy of +/- 6 seconds.
 AA4197
 AA4197.The orthometric height was determined by differential leveling
 AA4197.and adjusted by the National Geodetic Survey in September 1998..
 AA4197
 AA4197.The geoid height was determined by GEOID03.
 AA4197
 AA4197.The dynamic height is computed by dividing the NAVD 88
 AA4197.geopotential number by the normal gravity value computed on the
 AA4197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4197.degrees latitude (g = 980.6199 gals.).
 AA4197
 AA4197.The modeled gravity was interpolated from observed gravity values.
 AA4197
 AA4197;                    North         East    Units  Estimated Accuracy
 AA4197;SPC SC       -   242,810.      581,970.      MT  (+/- 180 meters Scaled)
 AA4197
 AA4197                          SUPERSEDED SURVEY CONTROL
 AA4197
 AA4197.No superseded survey control is available for this station.
 AA4197
 AA4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT723646(NAD 83)
 AA4197_MARKER: DD = SURVEY DISK
 AA4197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4197_STAMPING: 32 048 1994
 AA4197_MARK LOGO: SCGS  
 AA4197_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4197+STABILITY: SURFACE MOTION
 AA4197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4197+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4197
 AA4197  HISTORY     - Date     Condition        Report By
 AA4197  HISTORY     - 1994     MONUMENTED       SCGS
 AA4197  HISTORY     - 20011107 MARK NOT FOUND   SCGS
 AA4197
 AA4197                          STATION DESCRIPTION
 AA4197
 AA4197'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4197'STATION IS LOCATED 4.55 MILES (7.32 KM) NORTHWEST OF LEXINGTON, 8.7
 AA4197'MILES (14.0 KM) NORTHEAST OF GILBERT. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4197'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4197'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 1 AND 378
 AA4197'(WEST MAIN STREET AND GIBSON ROAD), 1.2 MILES (1.9 KM) WEST OF
 AA4197'LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 1.9 MILES (3.1 KM) TO
 AA4197'THE JUNCTION OF STATE ROAD 172 (WISE FERRY ROAD), TURN RIGHT ON ROAD
 AA4197'172 FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF STATE ROAD 112
 AA4197'(BEECHCREEK ROAD) AND THE STATION NEAR A TELEPHONE JUNCTION BOX  IN
 AA4197'THE SOUTHEAST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH
 AA4197'WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE ROAD 172, 31.1 FEET (9.5 M)
 AA4197'EAST OF THE CENTER OF ROAD 172, 30.2 FEET (9.2 M) SOUTH OF THE CENTER
 AA4197'OF ROAD 112, 9.2 FEET (2.8 M) SOUTH SOUTHEAST OF THE SUPPORT POST FOR
 AA4197'THE TELEPHONE JUNCTION BOX 8100/29B/7C, 18.5 FEET (5.6 M) NORTH OF THE
 AA4197'NORTHWEST CORNER OF A WOOD-SIDED OUTBUILDING FOR A WOODSIDED HOUSE,
 AA4197'55.0 FEET (16.8 M) EAST OF A POWER POLE NUMBER 348651 WITH A
 AA4197'TRANSFORMER, 3.9 FEET (1.2 M) NORTH OF A WITNESS POST AT A WOODEN
 AA4197'POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4197
 AA4197                          STATION RECOVERY (2001)
 AA4197
 AA4197'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AA4197'NOT RECOVERED, SEARCHED WAS CONDUCTED FOR 45 MINUTES WITH NO RESULTS,
 AA4197'STATION SITE
 AA4197'WAS RECENTLY EXCAVATED.
 AA4197'RECOVERY BY L.A. LAPINE.
 AA4197'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4196 ***********************************************************************
 AA4196  DESIGNATION -  32 049
 AA4196  PID         -  AA4196
 AA4196  STATE/COUNTY-  SC/LEXINGTON
 AA4196  USGS QUAD   -  LAKE MURRAY EAST (1971)
 AA4196
 AA4196                         *CURRENT SURVEY CONTROL
 AA4196  ___________________________________________________________________
 AA4196* NAD 83(1986)-  34 00 35.     (N)    081 18 11.     (W)     SCALED    
 AA4196* NAVD 88     -       163.471  (meters)     536.32   (feet)  ADJUSTED  
 AA4196  ___________________________________________________________________
 AA4196  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AA4196  DYNAMIC HT  -         163.304 (meters)     535.77  (feet)  COMP
 AA4196  MODELED GRAV-     979,613.0   (mgal)                       NAVD 88
 AA4196
 AA4196  VERT ORDER  -  FIRST     CLASS II
 AA4196
 AA4196.The horizontal coordinates were scaled from a topographic map and have
 AA4196.an estimated accuracy of +/- 6 seconds.
 AA4196
 AA4196.The orthometric height was determined by differential leveling
 AA4196.and adjusted by the National Geodetic Survey in September 1998..
 AA4196
 AA4196.The geoid height was determined by GEOID03.
 AA4196
 AA4196.The dynamic height is computed by dividing the NAVD 88
 AA4196.geopotential number by the normal gravity value computed on the
 AA4196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4196.degrees latitude (g = 980.6199 gals.).
 AA4196
 AA4196.The modeled gravity was interpolated from observed gravity values.
 AA4196
 AA4196;                    North         East    Units  Estimated Accuracy
 AA4196;SPC SC       -   241,390.      581,610.      MT  (+/- 180 meters Scaled)
 AA4196
 AA4196                          SUPERSEDED SURVEY CONTROL
 AA4196
 AA4196.No superseded survey control is available for this station.
 AA4196
 AA4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT720632(NAD 83)
 AA4196_MARKER: DD = SURVEY DISK
 AA4196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4196_STAMPING: 32 049 1994
 AA4196_MARK LOGO: SCGS  
 AA4196_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4196+STABILITY: SURFACE MOTION
 AA4196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4196+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4196
 AA4196  HISTORY     - Date     Condition        Report By
 AA4196  HISTORY     - 1994     MONUMENTED       SCGS
 AA4196
 AA4196                          STATION DESCRIPTION
 AA4196
 AA4196'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4196'STATION IS LOCATED 4.35 MILES (7.00 KM) NORTHWEST OF LEXINGTON, 7.8
 AA4196'MILES (12.6 KM) NORTHEAST OF GILBERT. OWNERSHIP--NINA L. HARMON, 1208
 AA4196'SAINT PETERS CHURCH ROAD, LEXINGTON, SC 29072, PHONE 803-359-2191. TO
 AA4196'REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 1 AND 378
 AA4196'(WEST MAIN STREET AND GIBSON ROAD), 1.2 MILES (1.9 KM) WEST OF
 AA4196'LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 2.9 MILES (4.7 KM) TO
 AA4196'THE JUNCTION OF STATE ROAD 204 (CHARTER OAK AND SAINT PETERS ROADS),
 AA4196'TURN RIGHT ON ROAD 204 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF
 AA4196'STATE ROADS 171 AND 408 (OLD CHEROKEE ROAD), CONTINUE ON ROAD 204 FOR
 AA4196'0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR A CHAIN LINK FENCE
 AA4196'ON THE SOUTH SIDE OF A GRAY VINYL-SIDED HOUSE. STATION IS A CONCRETE
 AA4196'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 79.3
 AA4196'FEET (24.2 M) EAST OF THE CENTER OF THE ROAD, 49.5 FEET (15.1 M) SOUTH
 AA4196'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 58.3 FEET (17.8 M)
 AA4196'SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF THE BACK PORCH, 35.0 FEET
 AA4196'(10.7 M) SOUTHWEST OF A POWER POLE NUMBER 4568 WITH THREE GUY WIRES, A
 AA4196'SECURITY LIGHT AND A TRANSFORMER, 56.9 FEET (17.3 M) WEST SOUTHWEST OF
 AA4196'THE SOUTHWEST CORNER OF A CONCRETE BLOCK GARAGE, 13.4 FEET (4.1 M)
 AA4196'WEST OF THE NORTHWEST CORNER OF THE CHAIN LINK FENCE. DESCRIBED BY
 AA4196'C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6630 ***********************************************************************
 AC6630  DESIGNATION -  32 050
 AC6630  PID         -  AC6630
 AC6630  STATE/COUNTY-  SC/LEXINGTON
 AC6630  USGS QUAD   -  BARR LAKE (1986)
 AC6630
 AC6630                         *CURRENT SURVEY CONTROL
 AC6630  ___________________________________________________________________
 AC6630* NAD 83(1986)-  33 58 14.     (N)    081 15 10.     (W)     SCALED    
 AC6630* NAVD 88     -       116.317  (meters)     381.62   (feet)  ADJUSTED  
 AC6630  ___________________________________________________________________
 AC6630  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 AC6630  DYNAMIC HT  -         116.197 (meters)     381.22  (feet)  COMP
 AC6630  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 AC6630
 AC6630  VERT ORDER  -  FIRST     CLASS II
 AC6630
 AC6630.The horizontal coordinates were scaled from a topographic map and have
 AC6630.an estimated accuracy of +/- 6 seconds.
 AC6630
 AC6630.The orthometric height was determined by differential leveling
 AC6630.and adjusted by the National Geodetic Survey in May 1997..
 AC6630
 AC6630.The geoid height was determined by GEOID03.
 AC6630
 AC6630.The dynamic height is computed by dividing the NAVD 88
 AC6630.geopotential number by the normal gravity value computed on the
 AC6630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6630.degrees latitude (g = 980.6199 gals.).
 AC6630
 AC6630.The modeled gravity was interpolated from observed gravity values.
 AC6630
 AC6630;                    North         East    Units  Estimated Accuracy
 AC6630;SPC SC       -   237,040.      586,240.      MT  (+/- 180 meters Scaled)
 AC6630
 AC6630                          SUPERSEDED SURVEY CONTROL
 AC6630
 AC6630.No superseded survey control is available for this station.
 AC6630
 AC6630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT766589(NAD 83)
 AC6630_MARKER: DD = SURVEY DISK
 AC6630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6630_STAMPING: 32 050 1995
 AC6630_MARK LOGO: SCGS  
 AC6630_PROJECTION: FLUSH
 AC6630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6630+STABILITY: SURFACE MOTION
 AC6630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6630+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 AC6630
 AC6630  HISTORY     - Date     Condition        Report By
 AC6630  HISTORY     - 1995     MONUMENTED       SCGS
 AC6630  HISTORY     - 20020610 GOOD             SCGS
 AC6630
 AC6630                          STATION DESCRIPTION
 AC6630
 AC6630'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6630'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTHWEST OF LEXINGTON.
 AC6630'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6630'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6630'WEST JUNCTION OF U.S.  HIGHWAYS 1, 378, AND STATE ROAD 176 (WEST
 AC6630'STREET AND GIBSON ROAD) , 1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO
 AC6630'WEST-SOUTHWEST ON HIGHWAY 1 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF
 AC6630'STATE ROAD 77 (BARR ROAD) .  TURN LEFT ON ROAD 77 FOR 0.55 MILE (0.89
 AC6630'KM) TO THE JUNCTION OF STATE ROAD 1645 (SATCHER ROAD) .  TURN LEFT ON
 AC6630'ROAD 1645 FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE ROAD 1646
 AC6630'(POND VIEW LANE) AND STATION NEAR A POWER POLE IN THE WEST ANGLE OF
 AC6630'THE JUNCTION.  STATION IS A CONCRETE MONUMENT FLUSH WITH THE GROUND
 AC6630'SURFACE AND 1.0 FEET (0.3 M) ABOVE THE ROAD SURFACE, 33.6 FEET (10.2
 AC6630'M) EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE DRIVEWAY LEADING
 AC6630'TO A BRICK HOUSE (NUMBER 228) , 33.3 FEET (10.1 M) WEST-NORTHWEST OF
 AC6630'THE CENTER OF ROAD 1646, 30.2 FEET (9.2 M) SOUTHWEST OF THE CENTER OF
 AC6630'ROAD 1645, 16.4 FEET (5.0 M) SOUTH OF THE CENTER OF A MANHOLE COVER ON
 AC6630'A STORM DRAIN, 15.0 FEET (4.6 M) NORTHWEST OF POWER LINE POLE NUMBER
 AC6630'267 WITH THREE GUY WIRES AND A TRANSFORMER, AND 11.4 FEET (3.5 M) WEST
 AC6630'OF A WITNESS POST AT THE GUY WIRE ANCHOR.  DESCRIBED C.E.  GEOGHEGAN.
 AC6630
 AC6630                          STATION RECOVERY (2002)
 AC6630
 AC6630'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6630'STATION IS LOCATED 1.2 MILES SOUTHWEST OF LEXINGTON.
 AC6630'OWNERSHIP--SCDOT, DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191,
 AC6630'COLUMBIA, SC 29202, PHONE 803-737-1350. T0 REACH THE STATION FROM THE
 AC6630'JUNCTION OF U.S. HIGHWAYS 1 (WEST MAIN STREET), 378  AND STATE ROAD
 AC6630'176 (GIBSON ROAD), 1.2 MILES WEST OF LEXINGTON, GO WEST  SOUTHWEST ON
 AC6630'HIGHWAY 1 FOR 0.35 MILE TO THE JUNCTION OF STATE ROAD 77 (BARR ROAD),
 AC6630'TURN LEFT ON ROAD 77 FOR 0.55 MILE TO THE JUNCTION OF STATE ROAD 1645
 AC6630'(SATCHER ROAD),  TURN LEFT ON ROAD 1645 FOR 0.6 MILE TO THE STATION ON
 AC6630'THE RIGHT IN THE WEST ANGLE OF  THE JUNCTION OF STATE ROAD 1646 (POND
 AC6630'VIEW LANE). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 AC6630'FOOT ABOVE ROAD 1645,  22.0 FEET NORTH OF A TELEPHONE JUNCTION BOX
 AC6630'NUMBER 5201/031 WITH A SUPPORT  POST, 27.4 FEET SOUTHWEST OF THE
 AC6630'CENTER OF ROAD 1645, 34.2 FEET WEST  NORTHWEST OF THE CENTER OF ROAD
 AC6630'1646, 33.0 FEET EAST SOUTHEAST OF THE  SOUTHEAST EDGE OF A CONCRETE
 AC6630'DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 228,  14.7 FEET NORTHWEST OF
 AC6630'A POWER POLE NUMBER 267 WITH THREE GUY WIRES AND A  TRANSFORMER, 15.9
 AC6630'FEET SOUTH OF A MANHOLE COVER ON A STORM DRAIN, 11.0 FEET  WEST OF A
 AC6630'WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6631 ***********************************************************************
 AC6631  DESIGNATION -  32 051
 AC6631  PID         -  AC6631
 AC6631  STATE/COUNTY-  SC/LEXINGTON
 AC6631  USGS QUAD   -  BARR LAKE (1986)
 AC6631
 AC6631                         *CURRENT SURVEY CONTROL
 AC6631  ___________________________________________________________________
 AC6631* NAD 83(2001)-  33 58 07.26895(N)    081 15 43.74216(W)     ADJUSTED  
 AC6631* NAVD 88     -       126.054  (meters)     413.56   (feet)  ADJUSTED  
 AC6631  ___________________________________________________________________
 AC6631  X           -     804,425.846 (meters)                     COMP
 AC6631  Y           -  -5,233,820.543 (meters)                     COMP
 AC6631  Z           -   3,543,619.656 (meters)                     COMP
 AC6631  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 AC6631  ELLIP HEIGHT-          95.27  (meters)          (05/06/05) GPS OBS
 AC6631  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AC6631  DYNAMIC HT  -         125.924 (meters)     413.14  (feet)  COMP
 AC6631  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 AC6631
 AC6631  HORZ ORDER  -  FIRST
 AC6631  VERT ORDER  -  FIRST     CLASS II
 AC6631  ELLP ORDER  -  FOURTH    CLASS II
 AC6631
 AC6631.The horizontal coordinates were established by GPS observations
 AC6631.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6631
 AC6631.The orthometric height was determined by differential leveling
 AC6631.and adjusted by the National Geodetic Survey in May 1997..
 AC6631
 AC6631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6631
 AC6631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6631
 AC6631.The ellipsoidal height was determined by GPS observations
 AC6631.and is referenced to NAD 83.
 AC6631
 AC6631.The geoid height was determined by GEOID03.
 AC6631
 AC6631.The dynamic height is computed by dividing the NAVD 88
 AC6631.geopotential number by the normal gravity value computed on the
 AC6631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6631.degrees latitude (g = 980.6199 gals.).
 AC6631
 AC6631.The modeled gravity was interpolated from observed gravity values.
 AC6631
 AC6631;                    North         East     Units Scale Factor Converg.
 AC6631;SPC SC       -   236,832.970   585,377.085   MT  0.99980725   -0 08 43.2
 AC6631;SPC SC       -   777,011.06  1,920,528.49   iFT  0.99980725   -0 08 43.2
 AC6631;UTM  17      - 3,758,714.888   475,782.049   MT  0.99960723   -0 08 47.3
 AC6631
 AC6631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6631!SPC SC       -   0.99998504  x   0.99980725  =   0.99979230
 AC6631!UTM  17      -   0.99998504  x   0.99960723  =   0.99959228
 AC6631
 AC6631                          SUPERSEDED SURVEY CONTROL
 AC6631
 AC6631  NAVD 88 (05/06/05)  126.05   (m)          413.5    (f) LEVELING    3  
 AC6631
 AC6631.Superseded values are not recommended for survey control.
 AC6631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6631.See file dsdata.txt to determine how the superseded data were derived.
 AC6631
 AC6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7578258715(NAD 83)
 AC6631_MARKER: DD = SURVEY DISK
 AC6631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6631_STAMPING: 32 051 1995
 AC6631_MARK LOGO: SCGS  
 AC6631_PROJECTION: FLUSH
 AC6631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6631+STABILITY: SURFACE MOTION
 AC6631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6631+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 AC6631
 AC6631  HISTORY     - Date     Condition        Report By
 AC6631  HISTORY     - 1995     MONUMENTED       SCGS
 AC6631  HISTORY     - 20020610 GOOD             SCGS
 AC6631
 AC6631                          STATION DESCRIPTION
 AC6631
 AC6631'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6631'STATION IS LOCATED 1.7 MILES (2.7 KM) WEST-SOUTHWEST OF LEXINGTON.
 AC6631'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191 COLUMBIA,
 AC6631'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 AC6631'OF U.S.  HIGHWAYS 1, 378, AND STATE ROAD 176 (WEST MAIN STREET AND
 AC6631'GIBSON ROAD) , 1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO WEST-SOUTHWEST
 AC6631'ON HIGHWAY 1 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE ROAD 77
 AC6631'(BARR ROAD) .  TURN LEFT ON ROAD 77 FOR 0.9 MILE (1.4 KM) TO THE
 AC6631'JUNCTION OF STATE ROAD 1207 (WILDLIFE ROAD) AND THE STATION NEAR A
 AC6631'FIRE HYDRANT IN THE SOUTH ANGLE OF THE JUNCTION. STATION IS A CONCRETE
 AC6631'POST FLUSH WITH THE GROUND AND 0.7 FOOT (21.3 CM) LOWER THAN ROAD
 AC6631'1207, 293.0 FEET (89.3 M) NORTHEAST OF THE EAST CORNER OF THE FIRST
 AC6631'BAPTIST CHURCH OF LEXINGTON, 166.2 FEET (50.7 M) NORTH NORTHWEST OF
 AC6631'POWER POLE NUMBER 440322 WITH SIX GUY WIRES, 99.9 FEET (30.4 M)
 AC6631'SOUTHEAST OF THE CENTER OF RD 177, 37.4 FEET (11.4 M) WEST SOUTHWEST
 AC6631'OF THE CENTER OF ROAD 1207, 21.0 FEET (6.4 M) WEST SOUTHWEST OF A
 AC6631'WITNESS POST AT A SPEED LIMIT SIGN, AND 8.7 FEET (2.7 M) WEST
 AC6631'SOUTHWEST OF THE FIRE HYDRANT.  DESCRIBED BY C.E.  GEOGHEGAN.
 AC6631
 AC6631                          STATION RECOVERY (2002)
 AC6631
 AC6631'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6631'STATION IS LOCATED 1.7 MILES WEST SOUTHWEST OF LEXINGTON.
 AC6631'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 AC6631'COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AC6631'JUNCTION OF U.S. HIGHWAYS 1, 378 AND STATE ROAD 176 (GIBSON  ROAD),
 AC6631'1.2 MILES WEST OF LEXINGTON, GO WEST SOUTHWEST ON HIGHWAY 1 FOR 0.35
 AC6631'MILE TO THE  JUNCTION OF STATE ROAD 77 (BARR ROAD), TURN LEFT ON ROAD
 AC6631'77 FOR 0.9 MILE TO THE STATION ON  THE LEFT NEAR A FIRE HYDRANT IN THE
 AC6631'SOUTH ANGLE OF THE JUNCTION OF STATE ROAD 1207  (WILDLIFE ROAD).
 AC6631'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD
 AC6631'1207, 36.7 FEET  WEST OF THE CENTER OF ROAD 1207, 8.8 FEET WEST OF THE
 AC6631'FIRE HYDRANT, 109.7 FEET  SOUTHEAST OF THE CENTER OF ROAD 77, 39.9
 AC6631'FEET SOUTHEAST OF THE EAST CORNER OF THE  CONCRETE BLOCK BASE OF A
 AC6631'SIGN FOR FIRST BAPTIST CHURCH OF LEXINGTON, 166.1 FEET NORTH
 AC6631'NORTHWEST OF A POWER POLE NUMBER 440322 WITH SEVEN GUY WIRES, 292.5
 AC6631'FEET NORTHEAST  OF THE EAST CORNER OF THE CHURCH. RECOVERED BY J.B.
 AC6631'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6634 ***********************************************************************
 AC6634  DESIGNATION -  32 052
 AC6634  PID         -  AC6634
 AC6634  STATE/COUNTY-  SC/LEXINGTON
 AC6634  USGS QUAD   -  BARR LAKE (1986)
 AC6634
 AC6634                         *CURRENT SURVEY CONTROL
 AC6634  ___________________________________________________________________
 AC6634* NAD 83(1986)-  33 57 46.     (N)    081 16 19.     (W)     SCALED    
 AC6634* NAVD 88     -       124.472  (meters)     408.37   (feet)  ADJUSTED  
 AC6634  ___________________________________________________________________
 AC6634  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 AC6634  DYNAMIC HT  -         124.344 (meters)     407.95  (feet)  COMP
 AC6634  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 AC6634
 AC6634  VERT ORDER  -  FIRST     CLASS II
 AC6634
 AC6634.The horizontal coordinates were scaled from a topographic map and have
 AC6634.an estimated accuracy of +/- 6 seconds.
 AC6634
 AC6634.The orthometric height was determined by differential leveling
 AC6634.and adjusted by the National Geodetic Survey in May 1997..
 AC6634
 AC6634.The geoid height was determined by GEOID03.
 AC6634
 AC6634.The dynamic height is computed by dividing the NAVD 88
 AC6634.geopotential number by the normal gravity value computed on the
 AC6634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6634.degrees latitude (g = 980.6199 gals.).
 AC6634
 AC6634.The modeled gravity was interpolated from observed gravity values.
 AC6634
 AC6634;                    North         East    Units  Estimated Accuracy
 AC6634;SPC SC       -   236,180.      584,470.      MT  (+/- 180 meters Scaled)
 AC6634
 AC6634                          SUPERSEDED SURVEY CONTROL
 AC6634
 AC6634.No superseded survey control is available for this station.
 AC6634
 AC6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT748580(NAD 83)
 AC6634_MARKER: DD = SURVEY DISK
 AC6634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6634_STAMPING: 32 052 1995
 AC6634_MARK LOGO: SCGS  
 AC6634_PROJECTION: FLUSH
 AC6634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6634+STABILITY: SURFACE MOTION
 AC6634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6634+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 AC6634
 AC6634  HISTORY     - Date     Condition        Report By
 AC6634  HISTORY     - 1995     MONUMENTED       SCGS
 AC6634  HISTORY     - 20020610 GOOD             SCGS
 AC6634
 AC6634                          STATION DESCRIPTION
 AC6634
 AC6634'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6634'STATION IS LOCATED 2.45 MILES (3.94 KM) SOUTHWEST OF LEXINGTON.
 AC6634'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6634'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6634'WEST JUNCTION OF U.S.  HIGHWAYS 1, 378, AND STATE ROAD 176 (WEST MAIN
 AC6634'STREET AND GIBSON ROAD) , 1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO
 AC6634'WEST-SOUTHWEST ON HIGHWAY 1 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF
 AC6634'STATE ROAD 77 (BARR ROAD) .  TURN LEFT ON ROAD 77 FOR 1.6 MILES (2.6
 AC6634'KM) TO THE JUNCTION OF STATE ROAD 604 (RAWL ROAD) .  TURN RIGHT ON RD
 AC6634'604 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 AC6634'POLE.  STATION IS A CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE
 AC6634'AND 0.5 FOOT (15.2 CM) BELOW THE ROAD SURFACE, 161.4 FEET (49.2 M)
 AC6634'NORTHWEST OF THE CENTER OF ROAD 77, 115.7 FEET (35.3 M)
 AC6634'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 96.5 FEET
 AC6634'(29.4 M) WEST-SOUTHWEST OF THE SOUTH CORNER OF THE BRICK FRONT PORCH
 AC6634'OF A VINYL SIDED HOUSE (NUMBER 100) , 51.4 FEET (15.7 M)
 AC6634'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BARN (T-111 SIDING)
 AC6634', 35.0 FEET (10.7 M) WEST-NORTHWEST OF A WITNESS POST AT A SPEED LIMIT
 AC6634'SIGN, 32.2 FEET (9.8 M) NORTH OF THE CENTER OF ROAD 604, AND 15.5 FEET
 AC6634'(4.7 M) WEST-SOUTHWEST OF POWER LINE POLE NUMBER 3 92 21 WITH A GUY
 AC6634'WIRE.  DESCRIBED BY C.E.  GEOGHEGAN.
 AC6634
 AC6634                          STATION RECOVERY (2002)
 AC6634
 AC6634'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6634'STATION IS LOCATED 2.45 MILES WEST SOUTHWEST OF LEXINGTON.
 AC6634'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 AC6634'COLUMBIA, SC 29202, PHONE 803-737-1350. T0 REACH THE STATION FROM THE
 AC6634'JUNCTION OF U.S. HIGHWAYS 1 (WEST MAIN STREET), 378  AND STATE ROAD
 AC6634'176 (GIBSON ROAD), 1.2 MILES WEST OF LEXINGTON, GO WEST  SOUTHWEST ON
 AC6634'HIGHWAY 1 FOR 0.35 MILE TO THE JUNCTION OF STATE ROAD 77 (BARR ROAD),
 AC6634'TURN LEFT ON ROAD 77 FOR 1.6 MILES TO THE JUNCTION OF STATE ROAD 604
 AC6634'(RAWL ROAD), TURN  RIGHT ON ROAD 604 FOR 0.05 MILE TO THE STATION ON
 AC6634'THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE
 AC6634'GROUND AND LEVEL WITH ROAD 604, 31.2  FEET NORTH OF THE CENTER OF ROAD
 AC6634'604, 15.3 FEET WEST SOUTHWEST OF THE POWER  POLE NUMBER 89221 WITH GUY
 AC6634'WIRE, 115.1 FEET SOUTH SOUTHEAST OF THE SOUTH  CORNER OF A BRICK HOUSE
 AC6634'NUMBER 100, 51.3 FEET EAST SOUTHEAST OF THE SOUTHEAST  CORNER OF A
 AC6634'SMALL WOODEN BARN. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6637 ***********************************************************************
 AC6637  DESIGNATION -  32 053
 AC6637  PID         -  AC6637
 AC6637  STATE/COUNTY-  SC/LEXINGTON
 AC6637  USGS QUAD   -  BARR LAKE (1986)
 AC6637
 AC6637                         *CURRENT SURVEY CONTROL
 AC6637  ___________________________________________________________________
 AC6637* NAD 83(1986)-  33 57 20.     (N)    081 17 38.     (W)     SCALED    
 AC6637* NAVD 88     -       126.826  (meters)     416.10   (feet)  ADJUSTED  
 AC6637  ___________________________________________________________________
 AC6637  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AC6637  DYNAMIC HT  -         126.695 (meters)     415.67  (feet)  COMP
 AC6637  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 AC6637
 AC6637  VERT ORDER  -  FIRST     CLASS II
 AC6637
 AC6637.The horizontal coordinates were scaled from a topographic map and have
 AC6637.an estimated accuracy of +/- 6 seconds.
 AC6637
 AC6637.The orthometric height was determined by differential leveling
 AC6637.and adjusted by the National Geodetic Survey in May 1997..
 AC6637
 AC6637.The geoid height was determined by GEOID03.
 AC6637
 AC6637.The dynamic height is computed by dividing the NAVD 88
 AC6637.geopotential number by the normal gravity value computed on the
 AC6637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6637.degrees latitude (g = 980.6199 gals.).
 AC6637
 AC6637.The modeled gravity was interpolated from observed gravity values.
 AC6637
 AC6637;                    North         East    Units  Estimated Accuracy
 AC6637;SPC SC       -   235,390.      582,440.      MT  (+/- 180 meters Scaled)
 AC6637
 AC6637                          SUPERSEDED SURVEY CONTROL
 AC6637
 AC6637.No superseded survey control is available for this station.
 AC6637
 AC6637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT728572(NAD 83)
 AC6637_MARKER: DD = SURVEY DISK
 AC6637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6637_STAMPING: 32 053 1995
 AC6637_MARK LOGO: SCGS  
 AC6637_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6637+STABILITY: SURFACE MOTION
 AC6637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6637+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 AC6637
 AC6637  HISTORY     - Date     Condition        Report By
 AC6637  HISTORY     - 1995     MONUMENTED       SCGS
 AC6637  HISTORY     - 20020605 GOOD             SCGS
 AC6637
 AC6637                          STATION DESCRIPTION
 AC6637
 AC6637'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6637'STATION IS LOCATED 3.85 MILES (6.20 KM) WEST SOUTHWEST OF LEXINGTON,
 AC6637'6.0 MILES (9.7 KM) EAST NORTHEAST OF GILBERT.  OWNERSHIP--SCDOT,
 AC6637'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6637'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 AC6637'INTERSTATE 20 AND STATE ROAD 204 (LONG POND ROAD) , 5.0 MILES (8.0 KM)
 AC6637'SOUTHWEST OF LEXINGTON, GO NORTH ON ROAD 204 FOR 0.9 MILE (1.4 KM) TO
 AC6637'A RAILROAD CROSSING AND THE JUNCTION OF STATE ROAD 77 (BARR ROAD) ,
 AC6637'CONTINUE ON ROAD 204 (PISGAH CHURCH ROAD) FOR 1.05 MILES (1.69 KM) TO
 AC6637'THE STATION ON THE RIGHT NEAR A CONCRETE BLOCK SIGN (ETE, INC.) IN THE
 AC6637'SOUTHEAST ANGLE OF A DRIVEWAY LEADING TO THE ETE BUILDING, AND 0.2
 AC6637'MILE (0.3 KM) SOUTH OF THE JUNCTION OF STATE ROAD 604 (RAWL ROAD) .
 AC6637'STATION IS A CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND 0.5
 AC6637'FOOT (15.2 CM) BELOW THE ROAD SURFACE, 69.0 FEET (21.0 M) SOUTH OF THE
 AC6637'SUPPORT POST FOR TELEPHONE JUNCTION BOX NUMBER 5267/010, 33.1 FEET
 AC6637'(10.1 M) EAST OF THE CENTER OF THE ROAD, 29.6 FEET (9.0 M) SOUTH
 AC6637'SOUTHEAST OF THE END OF A 1.2 FEET (0.4 M) CONCRETE PIPE CULVERT
 AC6637'BENEATH THE DRIVEWAY, 21.9 FEET (6.7 M) SOUTH SOUTHWEST OF A FIRE
 AC6637'HYDRANT, 6.0 FEET (1.8 M) WEST OF THE WEST END OF THE SIGN.  DESCRIBED
 AC6637'BY C.E.  GEOGHEGAN.
 AC6637
 AC6637                          STATION RECOVERY (2002)
 AC6637
 AC6637'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6637'STATION IS LOCATED 3.8 MILES WEST SOUTHWEST OF LEXINGTON.
 AC6637'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 AC6637'COLUMBIA, SC 29201, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 AC6637'JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 51) AND STATE  ROAD 204
 AC6637'(LONGS POND ROAD), 4.9 MILES SOUTHWEST OF LEXINGTON, GO NORTH ON ROAD
 AC6637'204 FOR  0.9 MILE TO THE JUNCTION OF STATE ROAD 77 (BARR ROAD),
 AC6637'CONTINUE ON ROAD 204 FOR 1.1  MILES TO THE STATION ON THE RIGHT IN THE
 AC6637'SOUTHWEST ANGLE OF THE ENTRANCE DRIVE  (GRAND LODGE OF THE ANCIENT
 AC6637'FREE MASONS OF SOUTH CAROLINA). STATION IS A CONCRETE POST RECESSED
 AC6637'0.3 FOOT AND 0.5 FOOT BELOW THE ROAD, 32.5 FEET  EAST OF THE CENTER OF
 AC6637'THE ROAD, 41.5 FEET SOUTH OF THE CENTER OF THE DRIVE, 29.6 FEET  SOUTH
 AC6637'SOUTHEAST OF THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH
 AC6637'THE  DRIVE, 21.8 FEET SOUTH SOUTHWEST OF A FIRE HYDRANT, 169.0 FEET
 AC6637'NORTHWEST OF THE  NORTH ONE OF THREE FLAG POLES, 67.8 FEET SOUTH OF
 AC6637'THE SOUTHEAST CORNER OF A  TELEPHONE JUNCTION BOX NUMBER 5267/010.
 AC6637'RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6640 ***********************************************************************
 AC6640  DESIGNATION -  32 054
 AC6640  PID         -  AC6640
 AC6640  STATE/COUNTY-  SC/LEXINGTON
 AC6640  USGS QUAD   -  BARR LAKE (1986)
 AC6640
 AC6640                         *CURRENT SURVEY CONTROL
 AC6640  ___________________________________________________________________
 AC6640* NAD 83(1986)-  33 57 23.     (N)    081 18 32.     (W)     SCALED    
 AC6640* NAVD 88     -       137.131  (meters)     449.90   (feet)  ADJUSTED  
 AC6640  ___________________________________________________________________
 AC6640  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AC6640  DYNAMIC HT  -         136.989 (meters)     449.44  (feet)  COMP
 AC6640  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 AC6640
 AC6640  VERT ORDER  -  FIRST     CLASS II
 AC6640
 AC6640.The horizontal coordinates were scaled from a topographic map and have
 AC6640.an estimated accuracy of +/- 6 seconds.
 AC6640
 AC6640.The orthometric height was determined by differential leveling
 AC6640.and adjusted by the National Geodetic Survey in May 1997..
 AC6640
 AC6640.The geoid height was determined by GEOID03.
 AC6640
 AC6640.The dynamic height is computed by dividing the NAVD 88
 AC6640.geopotential number by the normal gravity value computed on the
 AC6640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6640.degrees latitude (g = 980.6199 gals.).
 AC6640
 AC6640.The modeled gravity was interpolated from observed gravity values.
 AC6640
 AC6640;                    North         East    Units  Estimated Accuracy
 AC6640;SPC SC       -   235,480.      581,050.      MT  (+/- 180 meters Scaled)
 AC6640
 AC6640                          SUPERSEDED SURVEY CONTROL
 AC6640
 AC6640.No superseded survey control is available for this station.
 AC6640
 AC6640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT714573(NAD 83)
 AC6640_MARKER: DD = SURVEY DISK
 AC6640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6640_STAMPING: 32 054 1995
 AC6640_MARK LOGO: SCGS  
 AC6640_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6640+STABILITY: SURFACE MOTION
 AC6640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6640+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6640
 AC6640  HISTORY     - Date     Condition        Report By
 AC6640  HISTORY     - 1995     MONUMENTED       SCGS
 AC6640
 AC6640                          STATION DESCRIPTION
 AC6640
 AC6640'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6640'STATION IS LOCATED 5.3 MILES (8.5 KM) EAST-NORTHEAST OF GILBERT, 4.5
 AC6640'MILES (7.2 KM) WEST SOUTHWEST OF LEXINGTON.  OWNERSHIP--SCDOT,
 AC6640'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191 COLUMBIA, SC 29202, PHONE
 AC6640'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 AC6640'INTERSTATE 20 AND STATE ROAD 204 (LONG POND ROAD) , 5.0 MILES (8.0 KM)
 AC6640'SOUTHWEST OF LEXINGTON, GO NORTH ON ROAD 204 FOR 2.15 MILES (3.46 KM)
 AC6640'TO THE JUNCTION OF STATE ROAD 604 (RAWL ROAD) , TURN LEFT ON ROAD 604
 AC6640'FOR 0.8 MILE (1.3 KM) TO THE JUNCTION STATE ROAD 879 (OLDE FARM ROAD)
 AC6640', TURN RIGHT AND ROAD 879 FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 AC6640'THE LEFT NEAR A BRICK PILLAR AT THE EAST END OF A BRICK WALL AND EAST
 AC6640'OF BRICK HOUSE NUMBER 1004.  STATION IS A CONCRETE MONUMENT FLUSH WITH
 AC6640'THE GROUND SURFACE AND LEVEL WITH RD 879, 120.5 FEET (36.7 M) NORTH OF
 AC6640'THE CENTER OF ROAD 604, 60.0 FEET (18.3 M) EAST OF THE SOUTHEAST
 AC6640'CORNER OF THE HOUSE, 52.5 FEET (16.0 M) NORTHWEST OF POWER POLE NUMBER
 AC6640'39103 WITH TWO GUY WIRES, 110.2 FEET (33.6 M) SOUTH OF THE SOUTH END
 AC6640'OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO THE
 AC6640'BACKYARD OF HOUSE, 48.9 FEET (14.9 M) NORTH OF POWER LINE STUB POLE
 AC6640'NUMBER 125972 WITH TWO GUY WIRES, 23.5 FEET (7.2 M) WEST OF THE CENTER
 AC6640'OF ROAD 879 AND 1.8 FEET (0.5 M) EAST SOUTHEAST OF THE SOUTHEAST
 AC6640'CORNER OF THE BRICK PILLAR.  DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6641 ***********************************************************************
 AC6641  DESIGNATION -  32 055
 AC6641  PID         -  AC6641
 AC6641  STATE/COUNTY-  SC/LEXINGTON
 AC6641  USGS QUAD   -  BARR LAKE (1986)
 AC6641
 AC6641                         *CURRENT SURVEY CONTROL
 AC6641  ___________________________________________________________________
 AC6641* NAD 83(1986)-  33 57 13.     (N)    081 19 11.     (W)     SCALED    
 AC6641* NAVD 88     -       136.331  (meters)     447.28   (feet)  ADJUSTED  
 AC6641  ___________________________________________________________________
 AC6641  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 AC6641  DYNAMIC HT  -         136.190 (meters)     446.82  (feet)  COMP
 AC6641  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 AC6641
 AC6641  VERT ORDER  -  FIRST     CLASS II
 AC6641
 AC6641.The horizontal coordinates were scaled from a topographic map and have
 AC6641.an estimated accuracy of +/- 6 seconds.
 AC6641
 AC6641.The orthometric height was determined by differential leveling
 AC6641.and adjusted by the National Geodetic Survey in May 1997..
 AC6641
 AC6641.The geoid height was determined by GEOID03.
 AC6641
 AC6641.The dynamic height is computed by dividing the NAVD 88
 AC6641.geopotential number by the normal gravity value computed on the
 AC6641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6641.degrees latitude (g = 980.6199 gals.).
 AC6641
 AC6641.The modeled gravity was interpolated from observed gravity values.
 AC6641
 AC6641;                    North         East    Units  Estimated Accuracy
 AC6641;SPC SC       -   235,180.      580,050.      MT  (+/- 180 meters Scaled)
 AC6641
 AC6641                          SUPERSEDED SURVEY CONTROL
 AC6641
 AC6641.No superseded survey control is available for this station.
 AC6641
 AC6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT704570(NAD 83)
 AC6641_MARKER: DD = SURVEY DISK
 AC6641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6641_STAMPING: 32 055 1995
 AC6641_MARK LOGO: SCGS  
 AC6641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6641+STABILITY: SURFACE MOTION
 AC6641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6641+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2006
 AC6641
 AC6641  HISTORY     - Date     Condition        Report By
 AC6641  HISTORY     - 1995     MONUMENTED       SCGS
 AC6641  HISTORY     - 20020605 GOOD             SCGS
 AC6641  HISTORY     - 20060609 GOOD             SUMASC
 AC6641
 AC6641                          STATION DESCRIPTION
 AC6641
 AC6641'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6641'STATION IS LOCATED 5.2 MILES (8.4 KM) WEST-SOUTHWEST OF LEXINGTON, AND
 AC6641'4.7 MILES (7.6 KM) EAST-NORTHEAST OF GILBERT.  OWNERSHIP--SCDOT,
 AC6641'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6641'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 AC6641'INTERSTATE HIGHWAY 20 AND STATE ROAD 204 (LONG POND ROAD) , 5.0 MILES
 AC6641'(8.0 KM) SOUTHWEST OF LEXINGTON, GO NORTH ROAD 204 FOR 0.4 MILE (0.6
 AC6641'KM) TO THE JUNCTION OF STATE ROAD 70 (TWO NOTCH ROAD) .  TURN LEFT ON
 AC6641'ROAD 70 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 77
 AC6641'(BARR ROAD) .  TURN LEFT ON ROAD 77 FOR 0.25 MILE (0.40 KM) TO
 AC6641'JUNCTION OF STATE ROAD 169 (BELO AND SMITHS POND ROAD) .  TURN RIGHT
 AC6641'ON ROAD 169 FOR 1.65 MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 604
 AC6641'(RAWL ROAD) AND THE STATION NEAR A POWER POLE AND A TELEPHONE POLE IN
 AC6641'THE SOUTH ANGLE OF FOX BRANCH ROAD.  STATION IS A CONCRETE MONUMENT
 AC6641'FLUSH WITH GROUND SURFACE AND 0.5 FOOT (15.2 CM) BELOW THE ROAD
 AC6641'SURFACE, 39.7 FEET (12.1 M) WEST SOUTHWEST OF THE CENTER OF ROAD 169,
 AC6641'39.5 FEET (12.0 M) SOUTH SOUTHEAST OF THE CENTER OF FOX BRANCH ROAD,
 AC6641'18.0 FEET (5.5 M) EAST SOUTHEAST OF THE EAST CORNER OF A TELEPHONE
 AC6641'JUNCTION BOX NUMBER 6269/101, 116.0 FEET (35.4 M) NORTH OF THE NORTH
 AC6641'CORNER OF A METAL-SIDED SHOP BUILDING WITH TWO STALL GARAGE, 131.5
 AC6641'FEET (40.1 M) NORTHEAST OF THE NORTH CORNER OF A DOUBLE-WIDE MOBILE
 AC6641'HOME NUMBER 246, 14.0 FEET (4.3 M) SOUTHWEST OF A WITNESS POST BESIDE
 AC6641'THE POWER POLE 192131/192131E WITH A GUY WIRE.  DESCRIBED BY C.E,
 AC6641'GEOGHEGAN.
 AC6641
 AC6641                          STATION RECOVERY (2002)
 AC6641
 AC6641'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6641'STATION IS LOCATED 4.7 MILES EAST NORTHEAST OF GILBERT, 5.15 MILES
 AC6641'WEST SOUTHWEST OF  LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6641'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29201, PHONE
 AC6641'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6641'INTERSTATE 20 (EXIT 51) AND STATE  ROAD 204 (LONGS POND ROAD), 4.9
 AC6641'MILES SOUTHWEST OF LEXINGTON, GO NORTH ON ROAD 204 FOR  0.4 MILE TO
 AC6641'THE JUNCTION OF STATE ROAD 70 (TWO NOTCH ROAD), TURN LEFT ON ROAD 70
 AC6641'FOR 1.0  MILE TO THE JUNCTION OF STATE ROAD 77 (BARR ROAD), TURN LEFT
 AC6641'ON ROAD 77 FOR 1.0 MILE TO  THE JUNCTION OF STATE ROAD 169 (BELO ROAD
 AC6641'LEFT AND SMITH POND ROAD RIGHT), TURN RIGHT  ON ROAD 169 FOR 1.65
 AC6641'MILES TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE SOUTH  ANGLE
 AC6641'OF STATE ROAD 604 (FOX BRANCH ROAD). STATION IS A CONCRETE POST
 AC6641'RECESSED 0.1 FOOT AND 0.5 FOOT BELOW ROAD 169, 39.7 FEET  WEST
 AC6641'SOUTHWEST OF THE CENTER OF ROAD 169, 11.0 FEET SOUTH SOUTHWEST OF THE
 AC6641'POWER POLE 192131/192131E, 18.1 FEET EAST SOUTHEAST OF THE EAST CORNER
 AC6641'OF A  TELEPHONE JUNCTION BOX NUMBER 6269/101, 40.4 FEET SOUTH
 AC6641'SOUTHEAST OF THE CENTER  OF ROAD 604, 89.2 FEET NORTH NORTHEAST OF A
 AC6641'SECURITY LIGHT POLE, 11.3 FEET SOUTH  SOUTHWEST OF A WITNESS POST.
 AC6641'RECOVERED BY R.P. MCKEOWN.
 AC6641
 AC6641                          STATION RECOVERY (2006)
 AC6641
 AC6641'RECOVERY NOTE BY SURVEY AND MAPPING SERVICES OF SC INC 2006 (DCS)
 AC6641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6645 ***********************************************************************
 AC6645  DESIGNATION -  32 056
 AC6645  PID         -  AC6645
 AC6645  STATE/COUNTY-  SC/LEXINGTON
 AC6645  USGS QUAD   -  BARR LAKE (1986)
 AC6645
 AC6645                         *CURRENT SURVEY CONTROL
 AC6645  ___________________________________________________________________
 AC6645* NAD 83(1986)-  33 56 21.     (N)    081 19 52.     (W)     SCALED    
 AC6645* NAVD 88     -       135.400  (meters)     444.22   (feet)  ADJUSTED  
 AC6645  ___________________________________________________________________
 AC6645  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 AC6645  DYNAMIC HT  -         135.260 (meters)     443.77  (feet)  COMP
 AC6645  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 AC6645
 AC6645  VERT ORDER  -  FIRST     CLASS II
 AC6645
 AC6645.The horizontal coordinates were scaled from a topographic map and have
 AC6645.an estimated accuracy of +/- 6 seconds.
 AC6645
 AC6645.The orthometric height was determined by differential leveling
 AC6645.and adjusted by the National Geodetic Survey in May 1997..
 AC6645
 AC6645.The geoid height was determined by GEOID03.
 AC6645
 AC6645.The dynamic height is computed by dividing the NAVD 88
 AC6645.geopotential number by the normal gravity value computed on the
 AC6645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6645.degrees latitude (g = 980.6199 gals.).
 AC6645
 AC6645.The modeled gravity was interpolated from observed gravity values.
 AC6645
 AC6645;                    North         East    Units  Estimated Accuracy
 AC6645;SPC SC       -   233,580.      579,000.      MT  (+/- 180 meters Scaled)
 AC6645
 AC6645                          SUPERSEDED SURVEY CONTROL
 AC6645
 AC6645.No superseded survey control is available for this station.
 AC6645
 AC6645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT694554(NAD 83)
 AC6645_MARKER: DD = SURVEY DISK
 AC6645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6645_STAMPING: 32 056 1995
 AC6645_MARK LOGO: SCGS  
 AC6645_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6645+STABILITY: SURFACE MOTION
 AC6645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6645+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6645
 AC6645  HISTORY     - Date     Condition        Report By
 AC6645  HISTORY     - 1995     MONUMENTED       SCGS
 AC6645
 AC6645                          STATION DESCRIPTION
 AC6645
 AC6645'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6645'STATION IS 6.1 MILES (9.8 KM) WEST SOUTHWEST OF LEXINGTON, 3.7 MILES
 AC6645'(6.0 KM) EAST NORTHEAST OF GILBERT.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6645'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6645'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6645'INTERSTATE 20 AND STATE ROAD 204 (LONG POND ROAD) , 5.0 MILES (8.0 KM)
 AC6645'SOUTHWEST OF LEXINGTON, GO NORTH ON ROAD 204 FOR 0.9 MILE (1.4 KM) TO
 AC6645'A RAILROAD CROSSING AND JUNCTION OF STATE ROAD 77 (BARR ROAD) .  TURN
 AC6645'LEFT ON ROAD 77 FOR 1.35 MILES (2.17 KM) TO THE JUNCTION OF STATE ROAD
 AC6645'278 (CALK FERRY ROAD) , TURN RIGHT ON ROAD 278 FOR 0.95 MILE (1.53 KM)
 AC6645'TO THE JUNCTION OF STATE ROAD 1264 (SANDY HILL ROAD) AND THE STATION
 AC6645'ON THE RIGHT NEAR THE NORTHWEST CORNER OF A BOARD FENCE.  STATION IS A
 AC6645'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND 0.5 FOOT (15.2 CM)
 AC6645'ABOVE THE ROAD SURFACE, 81.0 FEET (24.7 M) SOUTHEAST OF SUPPORT POST
 AC6645'FOR TELEPHONE JUNCTION BOX NUMBER 5290/041/038, 44.0 FEET (13.4 M)
 AC6645'NORTH NORTHEAST OF EXTENDED CENTER OF ROAD 1264, 36.3 FEET (11.1 M)
 AC6645'SOUTH SOUTHWEST OF THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 AC6645'BENEATH ROAD 278, 25.6 FEET (7.8 M) EAST SOUTHEAST OF THE CENTER OF
 AC6645'ROAD 278, 14.5 FEET (4.4 M) SOUTH SOUTHEAST OF THE EAST END OF A
 AC6645'1.2-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 278, 1.4 FEET (0.4 M) WEST
 AC6645'OF A WITNESS POST AT THE CORNER POST.  DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6652 ***********************************************************************
 AC6652  DESIGNATION -  32 057
 AC6652  PID         -  AC6652
 AC6652  STATE/COUNTY-  SC/LEXINGTON
 AC6652  USGS QUAD   -  BARR LAKE (1986)
 AC6652
 AC6652                         *CURRENT SURVEY CONTROL
 AC6652  ___________________________________________________________________
 AC6652* NAD 83(1986)-  33 54 17.     (N)    081 19 31.     (W)     SCALED    
 AC6652* NAVD 88     -       152.160  (meters)     499.21   (feet)  ADJUSTED  
 AC6652  ___________________________________________________________________
 AC6652  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AC6652  DYNAMIC HT  -         152.002 (meters)     498.69  (feet)  COMP
 AC6652  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 AC6652
 AC6652  VERT ORDER  -  FIRST     CLASS II
 AC6652
 AC6652.The horizontal coordinates were scaled from a topographic map and have
 AC6652.an estimated accuracy of +/- 6 seconds.
 AC6652
 AC6652.The orthometric height was determined by differential leveling
 AC6652.and adjusted by the National Geodetic Survey in May 1997..
 AC6652
 AC6652.The geoid height was determined by GEOID03.
 AC6652
 AC6652.The dynamic height is computed by dividing the NAVD 88
 AC6652.geopotential number by the normal gravity value computed on the
 AC6652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6652.degrees latitude (g = 980.6199 gals.).
 AC6652
 AC6652.The modeled gravity was interpolated from observed gravity values.
 AC6652
 AC6652;                    North         East    Units  Estimated Accuracy
 AC6652;SPC SC       -   229,760.      579,520.      MT  (+/- 180 meters Scaled)
 AC6652
 AC6652                          SUPERSEDED SURVEY CONTROL
 AC6652
 AC6652.No superseded survey control is available for this station.
 AC6652
 AC6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT699516(NAD 83)
 AC6652_MARKER: DD = SURVEY DISK
 AC6652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6652_STAMPING: 32 057 1995
 AC6652_MARK LOGO: SCGS  
 AC6652_PROJECTION: FLUSH
 AC6652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6652+STABILITY: SURFACE MOTION
 AC6652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6652+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 AC6652
 AC6652  HISTORY     - Date     Condition        Report By
 AC6652  HISTORY     - 1995     MONUMENTED       SCGS
 AC6652  HISTORY     - 20020605 GOOD             SCGS
 AC6652
 AC6652                          STATION DESCRIPTION
 AC6652
 AC6652'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6652'STATION IS LOCATED 7.4 MILES (11.9 KM) SOUTHWEST OF LEXINGTON, AND
 AC6652'4.15 MILES (6.68 KM) EAST-SOUTHEAST OF GILBERT.  OWNERSHIP--SCDOT,
 AC6652'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6652'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 AC6652'INTERSTATE HIGHWAY 20 AND STATE ROAD 204 (LONGS POND ROAD) , 5.0 MILES
 AC6652'(8.0 KM) SOUTHWEST OF LEXINGTON, GO SOUTH ROAD 204 FOR 1.15 MILES
 AC6652'(1.85 KM) TO THE JUNCTION OF STATE ROAD 1262 (SHERWOOD DRIVE) .  TURN
 AC6652'RIGHT ON ROAD 1262 FOR 1.9 MILES (3.1 KM) TO THE STATION ON THE RIGHT
 AC6652'NEAR A POWER POLE IN THE NORTHWEST ANGLE OF A DRIVEWAY LEADING TO A
 AC6652'WHITE VINYL SIDED HOUSE (NUMBER 544) , AND 0.05 MILE (0.08 KM) EAST OF
 AC6652'THE JUNCTION OF STATE ROAD 278 (CALKS FERRY ROAD) .  STATION IS A
 AC6652'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND 1.5 FEET (0.5 M)
 AC6652'ABOVE ROAD 1262, 87.0 FEET (26.5 M) NORTHEAST OF A POWER POLE WITH TWO
 AC6652'GUY WIRES AND A TRANSFORMER, 172.9 FEET (52.7 M) EAST OF THE CENTER OF
 AC6652'ROAD 278, 84.8 FEET (25.8 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 AC6652'CHAIN LINK FENCE SURROUNDING THE BACK YARD OF THE HOUSE, 61.6 FEET
 AC6652'(18.8 M) SOUTH OF THE SOUTH CORNER OF THE HOUSE, 32.5 FEET (9.9 M)
 AC6652'NORTH OF THE CENTER OF ROAD 1262, AND 8.0 FEET (2.4 M) WEST-SOUTHWEST
 AC6652'OF POWER POLE WITH SCGS REFERENCE WASHER ATTACHED.  DESCRIBED BY C.E.
 AC6652'GEOGHEGAN.
 AC6652
 AC6652                          STATION RECOVERY (2002)
 AC6652
 AC6652'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6652'STATION IS LOCATED 4.2 MILES EAST SOUTHEAST OF GILBERT, 7.35 MILES
 AC6652'SOUTHWEST OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AC6652'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29201, PHONE
 AC6652'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6652'INTERSTATE 20 (EXIT 51) AND STATE  ROAD 204 (LONGS POND ROAD), 4.9
 AC6652'MILES SOUTHWEST OF LEXINGTON, GO SOUTH ON ROAD 204  FOR 1.15 MILES TO
 AC6652'THE JUNCTION OF STATE ROAD 1262 (SHERWOOD DRIVE), TURN RIGHT ON  ROAD
 AC6652'1262 FOR 1.9  MILES TO THE STATION ON THE RIGHT NEAR A POWER LINE STUB
 AC6652'POLE IN THE  YARD OF A VINYL-SIDED HOUSE NUMBER 544 AND IN THE
 AC6652'NORTHEAST ANGLE OF THE JUNCTION OF  STATE ROAD 278 (CALKS FERRY ROAD).
 AC6652'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 AC6652'THE ROAD, 30.3 FEET  NORTH OF THE CENTER OF THE ROAD, 8.1 FEET WEST
 AC6652'SOUTHWEST OF THE POWER LINE STUB POLE  WITH A SCGS REFERENCE WASHER
 AC6652'ATTACHED, 61.5 FEET SOUTH OF THE SOUTHEAST CORNER OF  THE HOUSE, 169.5
 AC6652'FEET EAST NORTHEAST OF THE CENTER OF ROAD 278. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6649 ***********************************************************************
 AC6649  DESIGNATION -  32 058
 AC6649  PID         -  AC6649
 AC6649  STATE/COUNTY-  SC/LEXINGTON
 AC6649  USGS QUAD   -  BARR LAKE (1986)
 AC6649
 AC6649                         *CURRENT SURVEY CONTROL
 AC6649  ___________________________________________________________________
 AC6649* NAD 83(1986)-  33 54 27.     (N)    081 18 42.     (W)     SCALED    
 AC6649* NAVD 88     -       127.614  (meters)     418.68   (feet)  ADJUSTED  
 AC6649  ___________________________________________________________________
 AC6649  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AC6649  DYNAMIC HT  -         127.481 (meters)     418.24  (feet)  COMP
 AC6649  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 AC6649
 AC6649  VERT ORDER  -  FIRST     CLASS II
 AC6649
 AC6649.The horizontal coordinates were scaled from a topographic map and have
 AC6649.an estimated accuracy of +/- 6 seconds.
 AC6649
 AC6649.The orthometric height was determined by differential leveling
 AC6649.and adjusted by the National Geodetic Survey in May 1997..
 AC6649
 AC6649.The geoid height was determined by GEOID03.
 AC6649
 AC6649.The dynamic height is computed by dividing the NAVD 88
 AC6649.geopotential number by the normal gravity value computed on the
 AC6649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6649.degrees latitude (g = 980.6199 gals.).
 AC6649
 AC6649.The modeled gravity was interpolated from observed gravity values.
 AC6649
 AC6649;                    North         East    Units  Estimated Accuracy
 AC6649;SPC SC       -   230,060.      580,780.      MT  (+/- 180 meters Scaled)
 AC6649
 AC6649                          SUPERSEDED SURVEY CONTROL
 AC6649
 AC6649.No superseded survey control is available for this station.
 AC6649
 AC6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT711519(NAD 83)
 AC6649_MARKER: DD = SURVEY DISK
 AC6649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6649_STAMPING: 32 058 1995
 AC6649_MARK LOGO: SCGS  
 AC6649_PROJECTION: FLUSH
 AC6649_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6649+STABILITY: SURFACE MOTION
 AC6649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6649+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 AC6649
 AC6649  HISTORY     - Date     Condition        Report By
 AC6649  HISTORY     - 1995     MONUMENTED       SCGS
 AC6649  HISTORY     - 20020605 GOOD             SCGS
 AC6649
 AC6649                          STATION DESCRIPTION
 AC6649
 AC6649'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6649'STATION IS LOCATED 6.75 MILES (10.86 KM) SOUTHWEST OF LEXINGTON, 4.8
 AC6649'MILES (7.7 KM) EAST OF GILBERT.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6649'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC, PHONE 803-737-1350.  TO
 AC6649'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND
 AC6649'STATE ROAD 204 (LONGS POND ROAD) , 5.0 MILES (8.0 KM) SOUTHWEST OF
 AC6649'LEXINGTON, GO SOUTH ON ROAD 204 FOR 1.15 MILES (1.85 KM) TO THE
 AC6649'JUNCTION OF STATE ROAD 1262 (SHERWOOD ROAD) , TURN RIGHT ON ROAD 1262
 AC6649'FOR 1.1 MILES (1.8 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE
 AC6649'IN THE SOUTHEAST ANGLE OF A SAND DRIVEWAY LEADING TO A SCRUB OAK FARM
 AC6649', 0.85 MILE (1.37 KM) EAST OF THE JUNCTION OF STATE ROAD 278 (CALKS
 AC6649'FERRY ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AC6649'1.0 FOOT (0.3 M) ABOVE THE ROAD, 31.8 FEET (9.7 M) NORTH OF THE CENTER
 AC6649'OF THE ROAD, 24.2 FEET (7.4 M) EAST OF THE CENTER OF THE DRIVEWAY,
 AC6649'20.0 FEET (6.1 M) SOUTHEAST OF A SUPPORT POST FOR TELEPHONE JUNCTION
 AC6649'BOX NUMBER 41929, 9.5 FEET (2.9 M) EAST SOUTHEAST OF POWER POLE 225384
 AC6649'WITH TWO GUY WIRES, 3.8 FEET (1.2 M) SOUTH SOUTHWEST OF THE WEST LEG
 AC6649'OF A SIGN (SCRUB OAK TREE) .  DESCRIBED BY C.E. GEOGHEGAN.
 AC6649
 AC6649                          STATION RECOVERY (2002)
 AC6649
 AC6649'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6649'STATION IS LOCATED 4.8 MILES EAST SOUTHEAST OF GILBERT, 6.7 MILES
 AC6649'SOUTHWEST OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AC6649'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29201, PHONE
 AC6649'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6649'INTERSTATE 20 (EXIT 51) AND STATE  ROAD 204 (LONGS POND ROAD), 4.9
 AC6649'MILES SOUTHWEST OF LEXINGTON, GO SOUTH ON ROAD 204  FOR 1.15 MILES TO
 AC6649'THE JUNCTION OF STATE ROAD 1262 (SHERWOOD DRIVE), TURN RIGHT ON  ROAD
 AC6649'1262 FOR 1.1 MILES TO THE STATION ON THE RIGHT NEAR A WOODEN SIGN
 AC6649'(SCRUB OAK  FARM) IN THE NORTHEAST ANGLE OF A SAND DRIVEWAY LEADING TO
 AC6649'A WOOD HOUSE NUMBER 362. STATION IS A CONCRETE POST FLUSH WITH THE
 AC6649'GROUND AND 1.0 FOOT ABOVE THE ROAD, 32.0  FEET NORTH OF THE CENTER OF
 AC6649'THE ROAD, 9.5 FEET EAST SOUTHEAST OF A POWER POLE  NUMBER 225384 WITH
 AC6649'THREE GUY WIRES, 4.0 FEET SOUTH SOUTHWEST OF THE WEST LEG OF  THE
 AC6649'WOODEN SIGN, 25.4 FEET EAST OF THE CENTER OF THE DRIVEWAY, 19.7 FEET
 AC6649'SOUTHEAST  OF A TELEPHONE JUNCTION BOX NUMBER 41929. RECOVERED BY T.
 AC6649'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6651 ***********************************************************************
 AC6651  DESIGNATION -  32 059
 AC6651  PID         -  AC6651
 AC6651  STATE/COUNTY-  SC/LEXINGTON
 AC6651  USGS QUAD   -  BARR LAKE (1986)
 AC6651
 AC6651                         *CURRENT SURVEY CONTROL
 AC6651  ___________________________________________________________________
 AC6651* NAD 83(1986)-  33 55 10.     (N)    081 18 14.     (W)     SCALED    
 AC6651* NAVD 88     -       126.514  (meters)     415.07   (feet)  ADJUSTED  
 AC6651  ___________________________________________________________________
 AC6651  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AC6651  DYNAMIC HT  -         126.382 (meters)     414.64  (feet)  COMP
 AC6651  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 AC6651
 AC6651  VERT ORDER  -  FIRST     CLASS II
 AC6651
 AC6651.The horizontal coordinates were scaled from a topographic map and have
 AC6651.an estimated accuracy of +/- 6 seconds.
 AC6651
 AC6651.The orthometric height was determined by differential leveling
 AC6651.and adjusted by the National Geodetic Survey in May 1997..
 AC6651
 AC6651.The geoid height was determined by GEOID03.
 AC6651
 AC6651.The dynamic height is computed by dividing the NAVD 88
 AC6651.geopotential number by the normal gravity value computed on the
 AC6651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6651.degrees latitude (g = 980.6199 gals.).
 AC6651
 AC6651.The modeled gravity was interpolated from observed gravity values.
 AC6651
 AC6651;                    North         East    Units  Estimated Accuracy
 AC6651;SPC SC       -   231,380.      581,500.      MT  (+/- 180 meters Scaled)
 AC6651
 AC6651                          SUPERSEDED SURVEY CONTROL
 AC6651
 AC6651.No superseded survey control is available for this station.
 AC6651
 AC6651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT719532(NAD 83)
 AC6651_MARKER: DD = SURVEY DISK
 AC6651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6651_STAMPING: 32 059 1995
 AC6651_MARK LOGO: SCGS  
 AC6651_PROJECTION: FLUSH
 AC6651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6651+STABILITY: SURFACE MOTION
 AC6651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6651+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2002
 AC6651
 AC6651  HISTORY     - Date     Condition        Report By
 AC6651  HISTORY     - 1995     MONUMENTED       SCGS
 AC6651  HISTORY     - 20020604 GOOD             SCGS
 AC6651
 AC6651                          STATION DESCRIPTION
 AC6651
 AC6651'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6651'STATION IS LOCATED 5.8 MILES (9.3 KM) SOUTHWEST OF LEXINGTON, AND 5.15
 AC6651'MILES (8.29 KM) EAST OF GILBERT.  OWNERSHIP--DIANNE STEELMAN, 1242
 AC6651'ROSCOE ROAD, LEXINGTON, SC 29073.  TO REACH THE STATION FROM THE
 AC6651'OVERPASS JUNCTION OF INTERSTATE 20 AND STATE ROAD 204 (LONGS POND
 AC6651'ROAD) 5.0 MILES (8.0 KM) SOUTH WEST OF LEXINGTON, GO SOUTH ON ROAD 204
 AC6651'FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 1260 (MUDDY
 AC6651'SPRINGS ROAD) .  CONTINUE ON ROAD 204 FOR 0.05 MILE (0.08 KM) TO A
 AC6651'SAND ROAD RIGHT (ROSCOE ROAD) .  TURN RIGHT ON ROSCOE ROAD FOR 0.75
 AC6651'MILE (1.21 KM) TO THE STATION ON THE RIGHT NEAR POWER POLE IN THE
 AC6651'NORTH ANGLE OF A PAVED DRIVEWAY LEADING TO BRICK HOUSE NUMBER 1242.
 AC6651'STATION IS A CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND 2.0
 AC6651'FEET (0.6 M) ABOVE THE ROAD, 29.6 FEET (9.0 M) NORTH-NORTHWEST OF THE
 AC6651'CENTER OF ROAD, 26.1 FEET (8.0 M) EAST NORTHEAST OF THE CENTER OF THE
 AC6651'DRIVEWAY, 14.5 FEET (4.4 M) NORTH-NORTHEAST OF MAIL BOX NUMBER 1242,
 AC6651'11.8 FEET (3.6 M) WEST-SOUTHWEST OF POWER POLE NUMBER 228815 WITH A
 AC6651'TRANSFORMER, AND 11.8 FEET (3.6 M) WEST-SOUTHWEST OF A WITNESS POST AT
 AC6651'THE POWER POLE.  DESCRIBED BY C.E.  GEOGHEGAN.
 AC6651
 AC6651                          STATION RECOVERY (2002)
 AC6651
 AC6651'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6651'STATION IS LOCATED 5.15 MILES EAST OF GILBERT, 5.8 MILES SOUTHWEST OF
 AC6651'LEXINGTON.  OWNERSHIP--DIANNE STEELMAN, 1242 ROSCOE ROAD, LEXINGTON,
 AC6651'SC 29073-8597, PHONE  803-359-4560. T0 REACH THE STATION FROM THE
 AC6651'JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 51) AND STATE  ROAD 204
 AC6651'(LONGS POND ROAD), 4.9 MILES SOUTHWEST OF LEXINGTON, GO SOUTH ON ROAD
 AC6651'204  FOR 0.65 MILE TO THE JUNCTION OF STATE ROAD 1260 (MUDDY SPRINGS
 AC6651'ROAD), CONTINUE ON  ROAD 204 FOR 0.05 MILE TO THE JUNCTION OF A SAND
 AC6651'ROAD RIGHT (ROSCOE ROAD), TURN  RIGHT ON ROSCOE ROAD FOR 0.75 MILE TO
 AC6651'THE STATION ON THE RIGHT NEAR A POWER POLE  IN THE NORTH ANGLE OF THE
 AC6651'JUNCTION OF AN ASPHALT DRIVEWAY LEADING TO A BRICK  HOUSE NUMBER 1242.
 AC6651'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 AC6651'THE ROAD, 30.4  FEET NORTH NORTHWEST OF THE CENTER OF ROSCOE ROAD,
 AC6651'11.4 FEET WEST SOUTHWEST OF A  TELEPHONE JUNCTION BOX NUMBER 4196/041,
 AC6651'11.6 FEET WEST SOUTHWEST OF THE POWER  POLE NUMBER 228815 WITH
 AC6651'TRANSFORMER, 25.8 FEET EAST NORTHEAST OF THE CENTER OF  THE DRIVEWAY,
 AC6651'11.6 FEET WEST SOUTHWEST OF A WITNESS POST. NOTE-STATION IS CONSIDERED
 AC6651'MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6661 ***********************************************************************
 AC6661  DESIGNATION -  32 060
 AC6661  PID         -  AC6661
 AC6661  STATE/COUNTY-  SC/LEXINGTON
 AC6661  USGS QUAD   -  BARR LAKE (1986)
 AC6661
 AC6661                         *CURRENT SURVEY CONTROL
 AC6661  ___________________________________________________________________
 AC6661* NAD 83(1986)-  33 55 17.     (N)    081 15 11.     (W)     SCALED    
 AC6661* NAVD 88     -       119.806  (meters)     393.06   (feet)  ADJUSTED  
 AC6661  ___________________________________________________________________
 AC6661  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 AC6661  DYNAMIC HT  -         119.681 (meters)     392.65  (feet)  COMP
 AC6661  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 AC6661
 AC6661  VERT ORDER  -  FIRST     CLASS II
 AC6661
 AC6661.The horizontal coordinates were scaled from a topographic map and have
 AC6661.an estimated accuracy of +/- 6 seconds.
 AC6661
 AC6661.The orthometric height was determined by differential leveling
 AC6661.and adjusted by the National Geodetic Survey in May 1997..
 AC6661
 AC6661.The geoid height was determined by GEOID03.
 AC6661
 AC6661.The dynamic height is computed by dividing the NAVD 88
 AC6661.geopotential number by the normal gravity value computed on the
 AC6661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6661.degrees latitude (g = 980.6199 gals.).
 AC6661
 AC6661.The modeled gravity was interpolated from observed gravity values.
 AC6661
 AC6661;                    North         East    Units  Estimated Accuracy
 AC6661;SPC SC       -   231,590.      586,210.      MT  (+/- 180 meters Scaled)
 AC6661
 AC6661                          SUPERSEDED SURVEY CONTROL
 AC6661
 AC6661.No superseded survey control is available for this station.
 AC6661
 AC6661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT766534(NAD 83)
 AC6661_MARKER: DD = SURVEY DISK
 AC6661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6661_STAMPING: 32 060 1995
 AC6661_MARK LOGO: SCGS  
 AC6661_PROJECTION: FLUSH
 AC6661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6661+STABILITY: SURFACE MOTION
 AC6661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6661+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 AC6661
 AC6661  HISTORY     - Date     Condition        Report By
 AC6661  HISTORY     - 1995     MONUMENTED       SCGS
 AC6661  HISTORY     - 20020604 GOOD             SCGS
 AC6661  HISTORY     - 20060309 GOOD             SUMASC
 AC6661
 AC6661                          STATION DESCRIPTION
 AC6661
 AC6661'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6661'STATION IS LOCATED 6.8 MILES (10.9 KM) WEST OF SOUTH CONGAREE, 4.3
 AC6661'MILES (6.9 KM) SOUTH-SOUTHWEST OF LEXINGTON.  OWNERSHIP--SCDOT,
 AC6661'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6661'803 737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 AC6661'INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 6 (SOUTH LAKE DRIVE) , 1.6
 AC6661'MILES (2.6 KM) SOUTH OF LEXINGTON, GO SOUTH ON HIGHWAY 6 FOR 2.15
 AC6661'MILES (3.46 KM) TO THE JUNCTION OF STATE ROAD 243 (NAZARETH ROAD) .
 AC6661'TURN RIGHT ON ROAD 243 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE
 AC6661'ROAD 1247 (ROBERT HENDRIX ROAD) AND THE STATION ON THE LEFT NEAR A
 AC6661'POWER POLE.  STATION IS A CONCRETE MONUMENT FLUSH WITH THE GROUND
 AC6661'SURFACE AND 1.5 FEET (0.5 M) ABOVE ROAD 243, 72.6 FEET (22.1 M)
 AC6661'NORTH-NORTHEAST OF THE EXTENDED CENTER OF 1247, 69.9 FEET (21.3 M)
 AC6661'WEST-NORTHWEST OF THE WEST CORNER OF A WOOD-SIDED HOUSE, 31.8 FEET
 AC6661'(9.7 M) SOUTHEAST OF THE CENTER OF ROAD 243, 10.3 FEET (3.1 M)
 AC6661'EAST-NORTHEAST OF POWER POLE NUMBER 234193 WITH FIVE GUY WIRES
 AC6661'ATTACHED AND A TRANSFORMER, AND 10.0 FEET (3.0 M) EAST-NORTHEAST OF A
 AC6661'WITNESS POST AT THE POWER POLE.  DESCRIBED BY C.E.  GEOGHEGAN.
 AC6661
 AC6661                          STATION RECOVERY (2002)
 AC6661
 AC6661'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6661'STATION IS LOCATED 4.25 MILES SOUTH SOUTHWEST OF LEXINGTON, 6.8 MILES
 AC6661'WEST OF SOUTH  CONGAREE. OWNERSHIP--SCDOT, DIRECTOR OF
 AC6661'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29201, PHONE
 AC6661'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6661'INTERSTATE 20 (EXIT 55) AND STATE  HIGHWAY 6 (SOUTH LAKE DRIVE), 1.6
 AC6661'MILES SOUTH OF LEXINGTON, GO SOUTH SOUTHWEST ON  HIGHWAY 6 FOR 2.15
 AC6661'MILES TO THE JUNCTION OF STATE ROAD 243 (NAZARETH ROAD), TURN RIGHT
 AC6661'ON ROAD 243 FOR 1.1 MILES TO THE STATION ON THE RIGHT NEAR A POWER
 AC6661'POLE IN THE YARD OF  A WOODEN HOUSE NUMBER 1257 AND NEAR THE EXTENDED
 AC6661'CENTER OF STATE ROAD 1247 (ROBERT  HENDRIX ROAD). STATION IS A
 AC6661'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE THE ROAD, 9.9
 AC6661'FEET  EAST NORTHEAST OF THE POWER POLE NUMBER 234193 WITH SEVEN GUY
 AC6661'WIRES AND A  TRANSFORMER, 31.1 FEET SOUTHEAST OF THE CENTER OF ROAD
 AC6661'243, 69.7 FEET WEST  NORTHWEST OF THE WEST CORNER OF A MASONRY
 AC6661'FOUNDATION OF THE HOUSE, 71.2 FEET  SOUTHWEST OF THE SOUTHWEST EDGE OF
 AC6661'A CONCRETE DRIVEWAY TO THE HOUSE, 33.2 FEET  NORTH NORTHEAST OF THE
 AC6661'EXTENDED CENTER OF ROAD 1247, 9.5 FEET EAST NORTHEAST OF A  WITNESS
 AC6661'POST. RECOVERED BY T. HALL.
 AC6661
 AC6661                          STATION RECOVERY (2006)
 AC6661
 AC6661'RECOVERY NOTE BY SURVEY AND MAPPING SERVICES OF SC INC 2006 (DCS)
 AC6661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6727 ***********************************************************************
 AC6727  DESIGNATION -  32 061
 AC6727  PID         -  AC6727
 AC6727  STATE/COUNTY-  SC/LEXINGTON
 AC6727  USGS QUAD   -  LEXINGTON (1987)
 AC6727
 AC6727                         *CURRENT SURVEY CONTROL
 AC6727  ___________________________________________________________________
 AC6727* NAD 83(2001)-  33 56 04.29664(N)    081 12 26.19443(W)     ADJUSTED  
 AC6727* NAVD 88     -        94.750  (meters)     310.86   (feet)  ADJUSTED  
 AC6727  ___________________________________________________________________
 AC6727  X           -     809,757.593 (meters)                     COMP
 AC6727  Y           -  -5,235,113.197 (meters)                     COMP
 AC6727  Z           -   3,540,459.069 (meters)                     COMP
 AC6727  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AC6727  ELLIP HEIGHT-          63.82  (meters)          (05/06/05) GPS OBS
 AC6727  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 AC6727  DYNAMIC HT  -          94.651 (meters)     310.53  (feet)  COMP
 AC6727  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 AC6727
 AC6727  HORZ ORDER  -  FIRST
 AC6727  VERT ORDER  -  FIRST     CLASS II
 AC6727  ELLP ORDER  -  FOURTH    CLASS II
 AC6727
 AC6727.The horizontal coordinates were established by GPS observations
 AC6727.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6727
 AC6727.The orthometric height was determined by differential leveling
 AC6727.and adjusted by the National Geodetic Survey in May 1997..
 AC6727
 AC6727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6727
 AC6727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6727
 AC6727.The ellipsoidal height was determined by GPS observations
 AC6727.and is referenced to NAD 83.
 AC6727
 AC6727.The geoid height was determined by GEOID03.
 AC6727
 AC6727.The dynamic height is computed by dividing the NAVD 88
 AC6727.geopotential number by the normal gravity value computed on the
 AC6727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6727.degrees latitude (g = 980.6199 gals.).
 AC6727
 AC6727.The modeled gravity was interpolated from observed gravity values.
 AC6727
 AC6727;                    North         East     Units Scale Factor Converg.
 AC6727;SPC SC       -   233,033.233   590,439.913   MT  0.99980433   -0 06 53.7
 AC6727;SPC SC       -   764,544.73  1,937,138.82   iFT  0.99980433   -0 06 53.7
 AC6727;UTM  17      - 3,754,915.826   480,843.800   MT  0.99960452   -0 06 56.6
 AC6727
 AC6727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6727!SPC SC       -   0.99998998  x   0.99980433  =   0.99979431
 AC6727!UTM  17      -   0.99998998  x   0.99960452  =   0.99959451
 AC6727
 AC6727                          SUPERSEDED SURVEY CONTROL
 AC6727
 AC6727  NAVD 88 (05/06/05)   94.75   (m)          310.9    (f) LEVELING    3  
 AC6727
 AC6727.Superseded values are not recommended for survey control.
 AC6727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6727.See file dsdata.txt to determine how the superseded data were derived.
 AC6727
 AC6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8084454916(NAD 83)
 AC6727_MARKER: DD = SURVEY DISK
 AC6727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6727_STAMPING: 32 061 1995
 AC6727_MARK LOGO: SCGS  
 AC6727_PROJECTION: FLUSH
 AC6727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6727+STABILITY: SURFACE MOTION
 AC6727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6727+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AC6727
 AC6727  HISTORY     - Date     Condition        Report By
 AC6727  HISTORY     - 1995     MONUMENTED       SCGS
 AC6727  HISTORY     - 20040624 GOOD             SCGS
 AC6727
 AC6727                          STATION DESCRIPTION
 AC6727
 AC6727'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6727'STATION IS LOCATED 3.65 MILES (5.87 KM) SOUTH SOUTHEAST OF LEXINGTON,
 AC6727'4.45 MILES (7.16 KM) WEST NORTHWEST OF SOUTH CONGAREE.
 AC6727'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6727'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6727'JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE DRIVE) , 602 AND STATE ROAD
 AC6727'34 (PLATT SPRINGS ROAD) , 5.15 MILES (8.29 KM) SOUTH OF LEXINGTON, GO
 AC6727'EAST ON HIGHWAY 602 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE
 AC6727'ROAD 244 (OLD AND NEW ORANGEBURG ROAD) , TURN LEFT ON ROAD 244 FOR
 AC6727'1.85 MILES (2.98 KM) TO THE JUNCTION OF STATE ROAD 104 (OLD BARNWELL
 AC6727'ROAD) , TURN RIGHT ON ROAD 104 FOR 0.8 MILE (1.3 KM) TO THE STATION ON
 AC6727'THE LEFT IN THE NORTHEAST ANGLE OF THE EXTENDED CENTER OF A SAND ROAD
 AC6727'(ROLAND DRIVE) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AC6727'0.5 FOOT (15.2 CM) BELOW ROAD 104, 29.2 FEET (8.9 M) NORTH NORTHWEST
 AC6727'OF THE CENTER OF ROAD 104, 74.3 FEET (22.6 M) EAST OF THE EXTENDED
 AC6727'CENTER OF ROLAND DRIVE, 88.4 FEET (26.9 M) NORTH NORTHEAST OF A POWER
 AC6727'POLE NUMBER 194754, 32.6 FEET (9.9 M) NORTHEAST OF THE EAST END OF A
 AC6727'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A SAND DRIVEWAY LEADING TO A
 AC6727'MOBILE HOME NUMBER 1934, 54.8 FEET (16.7 M) EAST NORTHEAST OF A
 AC6727'WITNESS POST BESIDE A POWER POLE WITH A TRANSFORMER.  DESCRIBED BY
 AC6727'C.E.  GEOGHEGAN.
 AC6727
 AC6727                          STATION RECOVERY (2004)
 AC6727
 AC6727'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AC6727'STATION IS LOCATED 3.6 MILES SOUTH SOUTHEAST OF LEXINGTON.
 AC6727'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 AC6727'COLUMBIA, SC  29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 AC6727'THE JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE  DRIVE), 602 AND STATE
 AC6727'ROAD 34 (PLATT SPRINGS ROAD), 5.0 MILES SOUTH OF LEXINGTON,  GO EAST
 AC6727'ON HIGHWAY 602 FOR 0.35 MILE TO THE JUNCTION OF STATE ROAD 244 (OLD
 AC6727'ORANGEBURG ROAD), TURN LEFT ON ROAD 244 FOR 1.8 MILES TO THE JUNCTION
 AC6727'OF STATE  ROAD 104 (OLD BARNWELL ROAD), TURN RIGHT ON ROAD 104 FOR 0.8
 AC6727'MILE TO THE STATION  ON THE LEFT IN THE NORTHEAST ANGLE THE DRIVEWAY
 AC6727'TO MOBILE HOME NUMBER 1934. STATION IS A CONCRETE POST FLUSH WITH THE
 AC6727'GROUND AND 0.5 FOOT BELOW THE ROAD,  29.9 FEET NORTH NORTHWEST OF THE
 AC6727'CENTER OF THE ROAD, 54.9 FEET EAST NORTHEAST  OF A POWER POLE WITH
 AC6727'TRANSFORMER, 130.0 FEET SOUTH SOUTHWEST OF THE EAST CORNER OF  THE
 AC6727'MOBILE HOME, 33.3 FEET NORTHEAST OF THE EAST END OF A 1.2-FOOT
 AC6727'CONCRETE PIPE CULVERT  BENEATH THE DRIVEWAY, 55.0 FEET EAST NORTHEAST
 AC6727'OF A WITNESS POST. NOTE-STATION IS MARGINAL FOR GPS OBSERVATIONS.
 AC6727'RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6667 ***********************************************************************
 AC6667  DESIGNATION -  32 062
 AC6667  PID         -  AC6667
 AC6667  STATE/COUNTY-  SC/LEXINGTON
 AC6667  USGS QUAD   -  LEXINGTON (1987)
 AC6667
 AC6667                         *CURRENT SURVEY CONTROL
 AC6667  ___________________________________________________________________
 AC6667* NAD 83(1986)-  33 57 17.     (N)    081 13 47.     (W)     SCALED    
 AC6667* NAVD 88     -       131.166  (meters)     430.33   (feet)  ADJUSTED  
 AC6667  ___________________________________________________________________
 AC6667  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 AC6667  DYNAMIC HT  -         131.030 (meters)     429.89  (feet)  COMP
 AC6667  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 AC6667
 AC6667  VERT ORDER  -  FIRST     CLASS II
 AC6667
 AC6667.The horizontal coordinates were scaled from a topographic map and have
 AC6667.an estimated accuracy of +/- 6 seconds.
 AC6667
 AC6667.The orthometric height was determined by differential leveling
 AC6667.and adjusted by the National Geodetic Survey in May 1997..
 AC6667
 AC6667.The geoid height was determined by GEOID03.
 AC6667
 AC6667.The dynamic height is computed by dividing the NAVD 88
 AC6667.geopotential number by the normal gravity value computed on the
 AC6667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6667.degrees latitude (g = 980.6199 gals.).
 AC6667
 AC6667.The modeled gravity was interpolated from observed gravity values.
 AC6667
 AC6667;                    North         East    Units  Estimated Accuracy
 AC6667;SPC SC       -   235,280.      588,370.      MT  (+/- 180 meters Scaled)
 AC6667
 AC6667                          SUPERSEDED SURVEY CONTROL
 AC6667
 AC6667.No superseded survey control is available for this station.
 AC6667
 AC6667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT787571(NAD 83)
 AC6667_MARKER: DD = SURVEY DISK
 AC6667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6667_STAMPING: 32 062 1995
 AC6667_MARK LOGO: SCGS  
 AC6667_PROJECTION: FLUSH
 AC6667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6667+STABILITY: SURFACE MOTION
 AC6667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6667+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 AC6667
 AC6667  HISTORY     - Date     Condition        Report By
 AC6667  HISTORY     - 1995     MONUMENTED       SCGS
 AC6667  HISTORY     - 20020108 GOOD             SCGS
 AC6667
 AC6667                          STATION DESCRIPTION
 AC6667
 AC6667'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6667'STATION IS LOCATED 1.9 MILES (3.1 KM) SOUTH OF LEXINGTON.
 AC6667'OWNERSHIP--TIM GROSS, 1380 OLD TWO NOTCH ROAD, LEXINGTON, SC 29073,
 AC6667'PHONE 803 359-6167.  TO REACH THE STATION FROM THE OVERPASS JUNCTION
 AC6667'OF INTERSTATE 20 AND STATE HIGHWAY 6 (SOUTH LAKE DRIVE) , 1.6 MILES
 AC6667'(2.6 KM) SOUTH OF LEXINGTON, GO SOUTH ON HIGHWAY 6 FOR 0.4 MILE (0.6
 AC6667'KM) TO THE JUNCTION OF STATE ROAD 70 (TWO NOTCH ROAD) .  TURN LEFT ON
 AC6667'ROAD 70 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 244 (OLD
 AC6667'ORANGEBURG ROAD) .  CONTINUE ON ROAD 70 FOR 0.05 MILE (0.08 KM) TO THE
 AC6667'STATION ON THE LEFT NEAR THE EAST CORNER OF A METAL COMMERICAL
 AC6667'BUILDING (T.P.  CROSS SERVICES INC.,) .  STATION IS A CONCRETE
 AC6667'MONUMENT FLUSH WITH THE GROUND SURFACE AND LEVEL WITH THE ROAD, 71.1
 AC6667'FEET (21.7 M) NORTH-NORTHWEST OF A FIRE HYDRANT, 39.9 FEET (12.2 M)
 AC6667'NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 18.5 FEET (5.6 M) NORTHEAST
 AC6667'OF THE EAST CORNER OF SIDEWALK TO THE BUILDING, 9.8 FEET (3.0 M)
 AC6667'WEST-NORTHWEST OF A WITNESS POST AT A BURIED CABLE WARNING SIGN, 8.7
 AC6667'FEET (2.7 M) WEST OF POWER POLE NUMBER 125943 WITH A TRANSFORMER, AND
 AC6667'6.7 FEET (2.0 M) SOUTH-SOUTHEAST OF THE CORNER OF THE BUILDING.
 AC6667'DESCRIBED BY C.E.  GEOGHEGAN.
 AC6667
 AC6667                          STATION RECOVERY (2002)
 AC6667
 AC6667'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6667'STATION IS LOCATED 1.8 MILES SOUTH  OF LEXINGTON. OWNERSHIP--TIM
 AC6667'GROSS, 1380 TWO  NOTCH ROAD, LEXINGTON, SC 29073, PHONE 803-356-8229.
 AC6667' 
 AC6667'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 (EXIT
 AC6667'55) AND STATE  HIGHWAY 6 (SOUTH LAKE DRIVE), 1.6 MILES SOUTH OF
 AC6667'LEXINGTON, GO SOUTH SOUTHWEST ON  HIGHWAY 6 FOR 0.4 MILE TO THE
 AC6667'JUNCTION OF STATE ROAD 70 (TWO NOTCH ROAD), TURN  LEFT ON ROAD 70 FOR
 AC6667'0.25 MILE TO THE STATION ON THE LEFT INSIDE A CHAIN LINK FENCE LINE
 AC6667'NEAR THE EAST CORNER OF A METAL  BUILDING (1380 TWO NOTCH ROAD).
 AC6667' 
 AC6667'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AC6667'ROAD, 39.8  FEET NORTHWEST OF THE CENTER OF THE ROAD, 6.7 FEET
 AC6667'SOUTHEAST OF THE EAST  CORNER OF THE BUILDING, 8.8 FEET WEST OF A
 AC6667'POWER POLE NUMBER 125943, 18.5 FEET  NORTHEAST OF THE EAST CORNER OF A
 AC6667'CONCRETE SIDEWALK FOR THE BUILDING, 3.1  FEET NORTHWEST OF THE FENCE
 AC6667'LINE, 9.8 FEET WEST NORTHWEST OF A WITNESS POST.
 AC6667' 
 AC6667'RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6723 ***********************************************************************
 AC6723  DESIGNATION -  32 063
 AC6723  PID         -  AC6723
 AC6723  STATE/COUNTY-  SC/LEXINGTON
 AC6723  USGS QUAD   -  LEXINGTON (1987)
 AC6723
 AC6723                         *CURRENT SURVEY CONTROL
 AC6723  ___________________________________________________________________
 AC6723* NAD 83(1986)-  33 53 48.     (N)    081 10 57.     (W)     SCALED    
 AC6723* NAVD 88     -        86.074  (meters)     282.39   (feet)  ADJUSTED  
 AC6723  ___________________________________________________________________
 AC6723  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AC6723  DYNAMIC HT  -          85.984 (meters)     282.10  (feet)  COMP
 AC6723  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 AC6723
 AC6723  VERT ORDER  -  FIRST     CLASS II
 AC6723
 AC6723.The horizontal coordinates were scaled from a topographic map and have
 AC6723.an estimated accuracy of +/- 6 seconds.
 AC6723
 AC6723.The orthometric height was determined by differential leveling
 AC6723.and adjusted by the National Geodetic Survey in May 1997..
 AC6723
 AC6723.The geoid height was determined by GEOID03.
 AC6723
 AC6723.The dynamic height is computed by dividing the NAVD 88
 AC6723.geopotential number by the normal gravity value computed on the
 AC6723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6723.degrees latitude (g = 980.6199 gals.).
 AC6723
 AC6723.The modeled gravity was interpolated from observed gravity values.
 AC6723
 AC6723;                    North         East    Units  Estimated Accuracy
 AC6723;SPC SC       -   228,830.      592,720.      MT  (+/- 180 meters Scaled)
 AC6723
 AC6723                          SUPERSEDED SURVEY CONTROL
 AC6723
 AC6723.No superseded survey control is available for this station.
 AC6723
 AC6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT831507(NAD 83)
 AC6723_MARKER: DD = SURVEY DISK
 AC6723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6723_STAMPING: 32 063 1995
 AC6723_MARK LOGO: SCGS  
 AC6723_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6723+STABILITY: SURFACE MOTION
 AC6723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6723+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6723
 AC6723  HISTORY     - Date     Condition        Report By
 AC6723  HISTORY     - 1995     MONUMENTED       SCGS
 AC6723
 AC6723                          STATION DESCRIPTION
 AC6723
 AC6723'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6723'STATION IS LOCATED 2.9 MILES (4.7 KM) WEST SOUTHWEST OF SOUTH
 AC6723'CONGAREE.  OWNERSHIP--LEXINGTON COUNTY ROAD RIGHT OF WAY.  TO REACH
 AC6723'THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE
 AC6723'DRIVE) AND 302 (EDMUND HIGHWAY) , 5.2 MILES (8.4 KM) SOUTHWEST OF
 AC6723'SOUTH CONGAREE, GO NORTH NORTHEAST ON HIGHWAY 302 FOR 2.8 MILES (4.5
 AC6723'KM) TO THE JUNCTION OF STATE ROAD 647 (SCENIC DRIVE) , TURN LEFT ON
 AC6723'ROAD 647 FOR 0.55 MILE (0.89 KM) TO A SAND ROAD (SCENIC DRIVE) , BEAR
 AC6723'RIGHT ON SAND ROAD (SCENIC ROAD) FOR 0.1 MILE (0.2 KM) TO A T-ROAD
 AC6723'(BECKMAN ROAD) , TURN LEFT ON BECKMAN ROAD FOR 0.75 MILE (1.21 KM) TO
 AC6723'THE STATION IN THE NORTHWEST ANGLE OF A SAND ROAD LEADING NORTH
 AC6723'NORTHWEST .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 AC6723'FOOT (0.3 M) BELOW BECKMAN ROAD, 31.5 FEET (9.6 M) NORTH NORTHEAST OF
 AC6723'THE CENTER OF BECKMAN ROAD, 17.5 FEET (5.3 M) WEST SOUTHWEST OF THE
 AC6723'CENTER OF THE SAND ROAD, 20.4 FEET (6.2 M) SOUTH OF THE WEST GATE POST
 AC6723'OF A CABLE ACCESS ACROSS THE SAND ROAD, 18.7 FEET (5.7 M) EAST
 AC6723'NORTHEAST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 AC6723'BECKMAN ROAD, 1.4 FEET (0.4 M) SOUTH OF A WITNESS POST.  DESCRIBED BY
 AC6723'C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6725 ***********************************************************************
 AC6725  DESIGNATION -  32 064
 AC6725  PID         -  AC6725
 AC6725  STATE/COUNTY-  SC/LEXINGTON
 AC6725  USGS QUAD   -  LEXINGTON (1987)
 AC6725
 AC6725                         *CURRENT SURVEY CONTROL
 AC6725  ___________________________________________________________________
 AC6725* NAD 83(1986)-  33 53 25.     (N)    081 11 48.     (W)     SCALED    
 AC6725* NAVD 88     -        76.759  (meters)     251.83   (feet)  ADJUSTED  
 AC6725  ___________________________________________________________________
 AC6725  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 AC6725  DYNAMIC HT  -          76.679 (meters)     251.57  (feet)  COMP
 AC6725  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 AC6725
 AC6725  VERT ORDER  -  FIRST     CLASS II
 AC6725
 AC6725.The horizontal coordinates were scaled from a topographic map and have
 AC6725.an estimated accuracy of +/- 6 seconds.
 AC6725
 AC6725.The orthometric height was determined by differential leveling
 AC6725.and adjusted by the National Geodetic Survey in May 1997..
 AC6725
 AC6725.The geoid height was determined by GEOID03.
 AC6725
 AC6725.The dynamic height is computed by dividing the NAVD 88
 AC6725.geopotential number by the normal gravity value computed on the
 AC6725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6725.degrees latitude (g = 980.6199 gals.).
 AC6725
 AC6725.The modeled gravity was interpolated from observed gravity values.
 AC6725
 AC6725;                    North         East    Units  Estimated Accuracy
 AC6725;SPC SC       -   228,120.      591,410.      MT  (+/- 180 meters Scaled)
 AC6725
 AC6725                          SUPERSEDED SURVEY CONTROL
 AC6725
 AC6725.No superseded survey control is available for this station.
 AC6725
 AC6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT818500(NAD 83)
 AC6725_MARKER: DD = SURVEY DISK
 AC6725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6725_STAMPING: 32 064 1995
 AC6725_MARK LOGO: SCGS  
 AC6725_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6725+STABILITY: SURFACE MOTION
 AC6725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6725+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6725
 AC6725  HISTORY     - Date     Condition        Report By
 AC6725  HISTORY     - 1995     MONUMENTED       SCGS
 AC6725
 AC6725                          STATION DESCRIPTION
 AC6725
 AC6725'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6725'STATION IS LOCATED 3.8 MILES (6.1 KM) WEST SOUTHWEST OF SOUTH
 AC6725'CONGAREE, 6.75 MILES (10.86 KM) SOUTH SOUTHEAST OF LEXINGTON.
 AC6725'OWNERSHIP--LEXINGTON COUNTY ROAD RIGHT OF WAY.  TO REACH THE STATION
 AC6725'FROM THE JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE DRIVE) , 602 AND
 AC6725'STATE ROAD 34 (PLATT SPRINGS ROAD) , 5.15 MILES (8.29 KM) SOUTH OF
 AC6725'LEXINGTON, GO EAST ON HIGHWAY 602 FOR 0.4 MILE (0.6 KM) TO THE
 AC6725'JUNCTION OF STATE ROAD 1459 (OLD ORANGEBURG ROAD) , TURN RIGHT ON ROAD
 AC6725'1459 FOR 1.8 MILES (2.9 KM) TO THE STATION NEAR A TELEPHONE JUNCTION
 AC6725'BOX IN THE EAST ANGLE OF A SAND ROAD LEFT (BECKMAN ROAD) . STATION IS
 AC6725'A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE
 AC6725'BECKMAN ROAD, 60.7 FEET (18.5 M) NORTHEAST OF THE CENTER OF OLD
 AC6725'ORANGEBURG ROAD, 23.5 FEET (7.2 M) SOUTHEAST OF THE CENTER OF BECKMAN
 AC6725'ROAD, 13.1 FEET (4.0 M) EAST NORTHEAST OF THE TELEPHONE JUNCTION BOX
 AC6725'NUMBER 2, 4.7 FEET (1.4 M) SOUTH SOUTHWEST OF THE WEST NORTHWEST
 AC6725'CORNER OF A CHAIN LINK FENCE, 49.7 FEET (15.1 M) WEST NORTHWEST OF THE
 AC6725'NORTHWEST CORNER OF THE ENCLOSED CARPORT OF A BRICK HOUSE NUMBER 2005,
 AC6725'7.3 FEET (2.2 M) SOUTH OF A WITNESS POST AT A CRIME WATCH ZONE SIGN.
 AC6725'DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6674 ***********************************************************************
 AC6674  DESIGNATION -  32 065
 AC6674  PID         -  AC6674
 AC6674  STATE/COUNTY-  SC/LEXINGTON
 AC6674  USGS QUAD   -  LEXINGTON (1987)
 AC6674
 AC6674                         *CURRENT SURVEY CONTROL
 AC6674  ___________________________________________________________________
 AC6674* NAD 83(1986)-  33 53 04.     (N)    081 13 35.     (W)     SCALED    
 AC6674* NAVD 88     -        80.694  (meters)     264.74   (feet)  ADJUSTED  
 AC6674  ___________________________________________________________________
 AC6674  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AC6674  DYNAMIC HT  -          80.610 (meters)     264.47  (feet)  COMP
 AC6674  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 AC6674
 AC6674  VERT ORDER  -  FIRST     CLASS II
 AC6674
 AC6674.The horizontal coordinates were scaled from a topographic map and have
 AC6674.an estimated accuracy of +/- 6 seconds.
 AC6674
 AC6674.The orthometric height was determined by differential leveling
 AC6674.and adjusted by the National Geodetic Survey in May 1997..
 AC6674
 AC6674.The geoid height was determined by GEOID03.
 AC6674
 AC6674.The dynamic height is computed by dividing the NAVD 88
 AC6674.geopotential number by the normal gravity value computed on the
 AC6674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6674.degrees latitude (g = 980.6199 gals.).
 AC6674
 AC6674.The modeled gravity was interpolated from observed gravity values.
 AC6674
 AC6674;                    North         East    Units  Estimated Accuracy
 AC6674;SPC SC       -   227,480.      588,660.      MT  (+/- 180 meters Scaled)
 AC6674
 AC6674                          SUPERSEDED SURVEY CONTROL
 AC6674
 AC6674.No superseded survey control is available for this station.
 AC6674
 AC6674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT790493(NAD 83)
 AC6674_MARKER: DD = SURVEY DISK
 AC6674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6674_STAMPING: 32 065 1995
 AC6674_MARK LOGO: SCGS  
 AC6674_PROJECTION: FLUSH
 AC6674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6674+STABILITY: SURFACE MOTION
 AC6674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6674+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AC6674
 AC6674  HISTORY     - Date     Condition        Report By
 AC6674  HISTORY     - 1995     MONUMENTED       SCGS
 AC6674  HISTORY     - 20011212 GOOD             SCGS
 AC6674
 AC6674                          STATION DESCRIPTION
 AC6674
 AC6674'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6674'STATION IS LOCATED 6.75 MILES (10.86 KM) SOUTH OF LEXINGTON, 5.55
 AC6674'MILES (8.93 KM) WEST-SOUTH OF SOUTH CONGAREE.  OWNERSHIP--LEXINGTON
 AC6674'COUNTY, DEPARTMENT OF PUBLIC WORKS, 498 LANDFILL LANE, LEXINGTON, SC
 AC6674'29072, PHONE 803-755-2601.  TO REACH FROM THE NORTH JUNCTION OF STATE
 AC6674'HIGHWAYS 6 (SOUTH LAKE DRIVE) AND 302 (EDMUND HIGHWAY) , 4.85 MILES
 AC6674'(7.81 KM) SOUTHWEST OF SOUTH CONGAREE, GO NORTH ON HIGHWAY 6 FOR 2.35
 AC6674'MILES (3.78 KM) TO A REVERSE FORK SAND ROAD LEFT (BLUEFIELD ROAD) .
 AC6674'TURN LEFT ON BLUEFIELD ROAD FOR 0.6 MILE (1.0 KM) TO THE STATION ON
 AC6674'THE RIGHT BETWEEN A PAVED ROAD AND A SAND DRIVEWAY LEADING TO A BRICK
 AC6674'HOUSE AND A DOUBLE WIDE MOBILE HOME.  STATION IS A CONCRETE POST FLUSH
 AC6674'WITH GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 45.9 FEET (14.0 M)
 AC6674'NORTHWEST OF POWER POLE 354229 WITH TWO GUY WIRES, 27.1 FEET (8.3 M)
 AC6674'NORTH NORTHWEST OF THE CENTER OF ROAD, 26.6 FEET (8.1 M) EAST
 AC6674'NORTHEAST OF THE EAST CORNER POST OF A SPLIT RAIL FENCE, 16.3 FEET
 AC6674'(5.0 M) SOUTHWEST OF THE CENTER OF THE ROAD, AND 14.5 FEET (4.4 M)
 AC6674'EAST NORTHEAST OF THE CENTER OF THE SAND ROAD.  DESCRIBED BY C.E.
 AC6674'GEOGHEGAN.
 AC6674
 AC6674                          STATION RECOVERY (2001)
 AC6674
 AC6674'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6674'STATION IS LOCATED 5.5 MILES WEST SOUTHWEST OF SOUTH CONGAREE, 6.7
 AC6674'MILES SOUTH OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AC6674'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC  29202, PHONE
 AC6674'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AC6674'6 (SOUTH LAKE  DRIVE), 602 AND STATE ROAD 34 (PLATT SPRINGS ROAD), 5.0
 AC6674'MILES SOUTH OF LEXINGTON,  GO SOUTH SOUTHEAST ON HIGHWAY 6 FOR 1.3
 AC6674'MILES TO THE JUNCTION OF A DIRT ROAD  (BLUEFIELD ROAD), TURN RIGHT ON
 AC6674'THE DIRT ROAD FOR 0.6 MILE TO THE STATION ON THE  RIGHT BETWEEN TWO
 AC6674'PAVED DRIVEWAYS FOR TWO BRICK HOUSES NUMBERS 448 AND 450. STATION IS A
 AC6674'CONCRETE POST RECESSED 0.1 FOOT AND 1.5 FEET ABOVE THE ROAD, 28.5 FEET
 AC6674'NORTH NORTHWEST OF THE CENTER OF THE ROAD, 45.9 FEET NORTHWEST OF A
 AC6674'POWER POLE  NUMBER 354229 WITH TWO GUY WIRES, 16.5 FEET SOUTHWEST OF
 AC6674'THE CENTER OF THE  DRIVEWAY TO HOUSE NUMBER 448, 14.5 FEET EAST
 AC6674'NORTHEAST OF THE CENTER OF THE  DRIVEWAY TO HOUSE NUMBER 450, 29.2
 AC6674'FEET SOUTHWEST OF A 1.0-FOOT LONE OAK TREE, 48.2  FEET NORTH OF A
 AC6674'WOODEN FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED. NOTE-STATION
 AC6674'IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY R.P.
 AC6674'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6675 ***********************************************************************
 AC6675  DESIGNATION -  32 066
 AC6675  PID         -  AC6675
 AC6675  STATE/COUNTY-  SC/LEXINGTON
 AC6675  USGS QUAD   -  LEXINGTON (1987)
 AC6675
 AC6675                         *CURRENT SURVEY CONTROL
 AC6675  ___________________________________________________________________
 AC6675* NAD 83(2001)-  33 52 54.04253(N)    081 14 16.56992(W)     ADJUSTED  
 AC6675* NAVD 88     -        82.669  (meters)     271.22   (feet)  ADJUSTED  
 AC6675  ___________________________________________________________________
 AC6675  X           -     807,452.715 (meters)                     COMP
 AC6675  Y           -  -5,238,767.895 (meters)                     COMP
 AC6675  Z           -   3,535,587.234 (meters)                     COMP
 AC6675  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AC6675  ELLIP HEIGHT-          51.74  (meters)          (05/06/05) GPS OBS
 AC6675  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 AC6675  DYNAMIC HT  -          82.583 (meters)     270.94  (feet)  COMP
 AC6675  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 AC6675
 AC6675  HORZ ORDER  -  FIRST
 AC6675  VERT ORDER  -  FIRST     CLASS II
 AC6675  ELLP ORDER  -  FOURTH    CLASS II
 AC6675
 AC6675.The horizontal coordinates were established by GPS observations
 AC6675.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6675
 AC6675.The orthometric height was determined by differential leveling
 AC6675.and adjusted by the National Geodetic Survey in May 1997..
 AC6675
 AC6675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6675
 AC6675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6675
 AC6675.The ellipsoidal height was determined by GPS observations
 AC6675.and is referenced to NAD 83.
 AC6675
 AC6675.The geoid height was determined by GEOID03.
 AC6675
 AC6675.The dynamic height is computed by dividing the NAVD 88
 AC6675.geopotential number by the normal gravity value computed on the
 AC6675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6675.degrees latitude (g = 980.6199 gals.).
 AC6675
 AC6675.The modeled gravity was interpolated from observed gravity values.
 AC6675
 AC6675;                    North         East     Units Scale Factor Converg.
 AC6675;SPC SC       -   227,178.533   587,592.306   MT  0.99980050   -0 07 54.9
 AC6675;SPC SC       -   745,336.39  1,927,796.28   iFT  0.99980050   -0 07 54.9
 AC6675;UTM  17      - 3,749,062.318   477,996.675   MT  0.99960597   -0 07 57.5
 AC6675
 AC6675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6675!SPC SC       -   0.99999188  x   0.99980050  =   0.99979238
 AC6675!UTM  17      -   0.99999188  x   0.99960597  =   0.99959785
 AC6675
 AC6675                          SUPERSEDED SURVEY CONTROL
 AC6675
 AC6675  NAVD 88 (05/06/05)   82.67   (m)          271.2    (f) LEVELING    3  
 AC6675
 AC6675.Superseded values are not recommended for survey control.
 AC6675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6675.See file dsdata.txt to determine how the superseded data were derived.
 AC6675
 AC6675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7799749062(NAD 83)
 AC6675_MARKER: DD = SURVEY DISK
 AC6675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6675_STAMPING: 32 066 1995
 AC6675_MARK LOGO: SCGS  
 AC6675_PROJECTION: RECESSED 3 CENTIMETERS
 AC6675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6675+STABILITY: SURFACE MOTION
 AC6675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6675+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 AC6675
 AC6675  HISTORY     - Date     Condition        Report By
 AC6675  HISTORY     - 1995     MONUMENTED       SCGS
 AC6675  HISTORY     - 20020610 GOOD             SCGS
 AC6675
 AC6675                          STATION DESCRIPTION
 AC6675
 AC6675'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6675'STATION IS LOCATED 6.8 MILES (10.9 KM) SOUTH OF LEXINGTON, AND 6.2
 AC6675'MILES (10.0 KM) WEST-SOUTHWEST OF SOUTH CONGAREE.  OWNERSHIP-- W.T.
 AC6675'BACHMAN, 599 BLUEFIELD ROAD, LEXINGTON, SC 29072, PHONE 803-957-4212.
 AC6675'TO REACH STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 6 (SOUTH
 AC6675'LAKE DRIVE) AND 302 (EDMUND HIGHWAY) , 4.85 MILES (7.81 KM) SOUTHWEST
 AC6675'OF SOUTH CONGAREE, GO NORTH ON HIGHWAY 6 FOR 2.35 MILE (3.78 KM) TO A
 AC6675'REVERSE FORK SAND ROAD LEFT (BLUEFIELD ROAD) . TURN LEFT ON BLUEFIELD
 AC6675'ROAD FOR 1.3 MILES (2.1 KM) TO THE STATION ON THE LEFT NEAR A
 AC6675'TELEPHONE JUNCTION BOX IN FRONT OF A BRICK HOUSE. STATION IS CONCRETE
 AC6675'MONUMENT FLUSH WITH GROUND SURFACE AND 0.5 FOOT (15.2 CM) ABOVE THE
 AC6675'ROAD, 144.3 FEET (44.0 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 AC6675'HOUSE 599, 115.0 FEET (35.1 M) WEST-NORTHWEST OF POWER POLE NUMBER
 AC6675'5337 WITH A TRANSFORMER, 98.6 FEET (30.1 M) NORTH-NORTHWEST OF POWER
 AC6675'POLE 254357, 40.8 FEET (12.4 M) WEST OF A MAIL BOX POST (W.T.
 AC6675'BACHMAN) , 28.5 FEET (8.7 M) SOUTH OF THE CENTER OF THE ROAD, AND 9.6
 AC6675'FEET (2.9 M) SOUTH-SOUTHWEST OF THE SUPPORT POST FOR TELEPHONE
 AC6675'JUNCTION BOX NUMBER 4591/069.  DESCRIBED BY C.E. GEOGHEGAN.
 AC6675
 AC6675                          STATION RECOVERY (2002)
 AC6675
 AC6675'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6675'STATION IS LOCATED 6.15 MILES WEST SOUTHWEST OF SOUTH CONGAREE, 6.85
 AC6675'MILES SOUTH OF  LEXINGTON. OWNERSHIP--W.T. BACHMAN, 599 BLUEFIELD
 AC6675'ROAD, LEXINGTON, SC 29073, PHONE  803-957-4212. TO REACH THE STATION
 AC6675'FROM THE NORTH JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE  DRIVE) AND
 AC6675'302 (EDMUND HIGHWAY), 5.15 MILES SOUTHWEST OF SOUTH CONGAREE, GO
 AC6675'NORTHWEST ON HIGHWAY 6 FOR 2.3 MILES TO THE CROSSROAD JUNCTION OF A
 AC6675'REVERSE SAND  ROAD LEFT (BLUEFIELD ROAD) AND A PAVED ROAD BEAR RIGHT
 AC6675'(BLUEFIELD ROAD), TURN LEFT ON  BLUEFIELD ROAD FOR 1.3 MILES TO THE
 AC6675'STATION ON THE LEFT NEAR A TELEPHONE JUNCTION BOX IN  FRONT OF A BRICK
 AC6675'HOUSE NUMBER 599.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND
 AC6675'LEVEL WITH THE ROAD, 27.6 FEET  SOUTH OF THE CENTER OF THE ROAD, 9.6
 AC6675'FEET SOUTH OF THE TELEPHONE JUNCTION BOX  NUMBER 4591/069, 31.0 FEET
 AC6675'NORTH OF A 0.7-FOOT PECAN TREE, 87.9 FEET NORTHEAST OF THE  WESTERN
 AC6675'ONE OF TWO LAMP POSTS IN FRONT OF THE HOUSE, 40.6 FEET WEST OF THE
 AC6675'WOODEN MAIL BOX POST FOR HOUSE NUMBER 599. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6676 ***********************************************************************
 AC6676  DESIGNATION -  32 067
 AC6676  PID         -  AC6676
 AC6676  STATE/COUNTY-  SC/LEXINGTON
 AC6676  USGS QUAD   -  BARR LAKE (1986)
 AC6676
 AC6676                         *CURRENT SURVEY CONTROL
 AC6676  ___________________________________________________________________
 AC6676* NAD 83(2001)-  33 52 49.05675(N)    081 14 59.81439(W)     ADJUSTED  
 AC6676* NAVD 88     -        93.133  (meters)     305.55   (feet)  ADJUSTED  
 AC6676  ___________________________________________________________________
 AC6676  X           -     806,368.716 (meters)                     COMP
 AC6676  Y           -  -5,239,030.315 (meters)                     COMP
 AC6676  Z           -   3,535,465.548 (meters)                     COMP
 AC6676  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AC6676  ELLIP HEIGHT-          62.23  (meters)          (05/06/05) GPS OBS
 AC6676  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 AC6676  DYNAMIC HT  -          93.036 (meters)     305.24  (feet)  COMP
 AC6676  MODELED GRAV-     979,591.6   (mgal)                       NAVD 88
 AC6676
 AC6676  HORZ ORDER  -  FIRST
 AC6676  VERT ORDER  -  FIRST     CLASS II
 AC6676  ELLP ORDER  -  FOURTH    CLASS II
 AC6676
 AC6676.The horizontal coordinates were established by GPS observations
 AC6676.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6676
 AC6676.The orthometric height was determined by differential leveling
 AC6676.and adjusted by the National Geodetic Survey in May 1997..
 AC6676
 AC6676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6676
 AC6676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6676
 AC6676.The ellipsoidal height was determined by GPS observations
 AC6676.and is referenced to NAD 83.
 AC6676
 AC6676.The geoid height was determined by GEOID03.
 AC6676
 AC6676.The dynamic height is computed by dividing the NAVD 88
 AC6676.geopotential number by the normal gravity value computed on the
 AC6676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6676.degrees latitude (g = 980.6199 gals.).
 AC6676
 AC6676.The modeled gravity was interpolated from observed gravity values.
 AC6676
 AC6676;                    North         East     Units Scale Factor Converg.
 AC6676;SPC SC       -   227,027.569   586,480.864   MT  0.99980041   -0 08 18.9
 AC6676;SPC SC       -   744,841.11  1,924,149.82   iFT  0.99980041   -0 08 18.9
 AC6676;UTM  17      - 3,748,911.398   476,885.448   MT  0.99960659   -0 08 21.6
 AC6676
 AC6676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6676!SPC SC       -   0.99999023  x   0.99980041  =   0.99979064
 AC6676!UTM  17      -   0.99999023  x   0.99960659  =   0.99959682
 AC6676
 AC6676                          SUPERSEDED SURVEY CONTROL
 AC6676
 AC6676  NAVD 88 (05/06/05)   93.13   (m)          305.5    (f) LEVELING    3  
 AC6676
 AC6676.Superseded values are not recommended for survey control.
 AC6676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6676.See file dsdata.txt to determine how the superseded data were derived.
 AC6676
 AC6676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7688548911(NAD 83)
 AC6676_MARKER: DD = SURVEY DISK
 AC6676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6676_STAMPING: 32 067 1995
 AC6676_MARK LOGO: SCGS  
 AC6676_PROJECTION: RECESSED 5 CENTIMETERS
 AC6676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6676+STABILITY: SURFACE MOTION
 AC6676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6676+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 AC6676
 AC6676  HISTORY     - Date     Condition        Report By
 AC6676  HISTORY     - 1995     MONUMENTED       SCGS
 AC6676  HISTORY     - 20020605 GOOD             SCGS
 AC6676
 AC6676                          STATION DESCRIPTION
 AC6676
 AC6676'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6676'STATION IS LOCATED 7.0 MILES (11.3 KM) SOUTH OF LEXINGTON, AND 6.95
 AC6676'MILES (11.18 KM) WEST-SOUTHWEST OF SOUTH CONGAREE.
 AC6676'OWNERSHIP--LEXINGTON COUNTY, DEPARTMENT OF PUBLIC WORKS, 498 LANDFILL
 AC6676'LANE, LEXINGTON, SC 29072, PHONE 803-755-2601.  TO REACH THE STATION
 AC6676'FROM THE NORTH JUNCTION OF STATE HIGHWAY 6 (SOUTH LAKE DRIVE) AND 302
 AC6676'(EDMUND HIGHWAY) , 4.85 MILES (7.81 KM) SOUTHWEST OF SOUTH CONGAREE,
 AC6676'GO NORTH ON HIGHWAY 6 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE
 AC6676'ROAD 279 (BOILING SPRINGS ROAD) .  TURN LEFT ON ROAD 279 FOR 2.05
 AC6676'MILES (3.30 KM) TO A SAND ROAD RIGHT (BLUEFIELD ROAD) .  TURN RIGHT ON
 AC6676'BLUEFIELD ROAD FOR 1.4 MILES (2.3 KM) TO A ROAD LEFT (CLERMONT LAKES
 AC6676'DRIVE) .  TURN LEFT ON CLERMONT LAKES DRIVE FOR 0.05 MILE (0.08 KM) TO
 AC6676'THE STATION ON THE LEFT NEAR A POWER POLE BETWEEN TWO DRIVEWAYS.
 AC6676'STATION IS A CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND 1.5
 AC6676'FEET (0.5 M) ABOVE THE ROAD, 136.5 FEET (41.6 M) SOUTH OF POWER POLE
 AC6676'NUMBER 443732 WITH TWO GUY WIRES, 110.9 FEET (33.8 M) WEST-NORTHWEST
 AC6676'OF THE WEST CORNER OF A MOBILE HOME, 96.1 FEET (29.3 M)
 AC6676'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN SHED, 38.9 FEET
 AC6676'(11.9 M) SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 11.9 FEET (3.6 M)
 AC6676'WEST-SOUTHWEST OF A WITNESS POST AT A GUY WIRE ANCHOR, AND 10.3 FEET
 AC6676'(3.1 M) SOUTHWEST OF POWER POLE 424070 WITH A GUY WIRE.  DESCRIBED BY
 AC6676'C.E.  GEOGHEGAN.
 AC6676
 AC6676                          STATION RECOVERY (2002)
 AC6676
 AC6676'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6676'STATION IS LOCATED 6.85 MILES WEST SOUTHWEST OF SOUTH CONGAREE, 7.0
 AC6676'MILES SOUTH OF  LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6676'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC   29202, PHONE
 AC6676'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AC6676'6 (SOUTH LAKE  ROAD), 602 AND STATE ROAD 34 (PLATT SPRINGS ROAD), 5.05
 AC6676'MILES WEST OF SOUTH  CONGAREE, GO WEST ON ROAD 34 FOR 3.45 MILES TO
 AC6676'THE JUNCTION OF CLERMONT LAKES  DRIVE, TURN LEFT ON CLERMONT LAKES
 AC6676'DRIVE FOR 1.4 MILES TO THE STATION ON THE RIGHT  NEAR A POWER POLE
 AC6676'BETWEEN TWO DRIVEWAYS LEADING TO MOBILE HOMES NUMBER 103  AND 109,
 AC6676'0.05 MILE SOUTHWEST OF THE JUNCTION OF BLUEFIELD ROAD. STATION IS A
 AC6676'CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD, 39.1 FEET
 AC6676'SOUTHEAST OF THE CENTER OF CLERMONT LAKES DRIVE, 10.0 FEET SOUTHWEST
 AC6676'OF THE  POWER POLE NUMBER 424070 WITH A TRANSFORMER AND GUY WIRE, 18.5
 AC6676'FEET NORTHEAST  OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO MOBILE
 AC6676'HOME NUMBER 109, 115.5 FEET  SOUTHWEST OF THE CENTER OF A GRAVEL AND
 AC6676'SAND DRIVEWAY LEADING TO MOBILE HOME  NUMBER 103, 24.0 FEET WEST
 AC6676'NORTHWEST OF THE WEST CORNER OF MOBILE HOME NUMBER  103, 12.1 FEET
 AC6676'SOUTH SOUTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6679 ***********************************************************************
 AC6679  DESIGNATION -  32 068
 AC6679  PID         -  AC6679
 AC6679  STATE/COUNTY-  SC/LEXINGTON
 AC6679  USGS QUAD   -  BARR LAKE (1986)
 AC6679
 AC6679                         *CURRENT SURVEY CONTROL
 AC6679  ___________________________________________________________________
 AC6679* NAD 83(1986)-  33 52 54.     (N)    081 16 15.     (W)     SCALED    
 AC6679* NAVD 88     -       116.215  (meters)     381.28   (feet)  ADJUSTED  
 AC6679  ___________________________________________________________________
 AC6679  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 AC6679  DYNAMIC HT  -         116.094 (meters)     380.89  (feet)  COMP
 AC6679  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 AC6679
 AC6679  VERT ORDER  -  FIRST     CLASS II
 AC6679
 AC6679.The horizontal coordinates were scaled from a topographic map and have
 AC6679.an estimated accuracy of +/- 6 seconds.
 AC6679
 AC6679.The orthometric height was determined by differential leveling
 AC6679.and adjusted by the National Geodetic Survey in May 1997..
 AC6679
 AC6679.The geoid height was determined by GEOID03.
 AC6679
 AC6679.The dynamic height is computed by dividing the NAVD 88
 AC6679.geopotential number by the normal gravity value computed on the
 AC6679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6679.degrees latitude (g = 980.6199 gals.).
 AC6679
 AC6679.The modeled gravity was interpolated from observed gravity values.
 AC6679
 AC6679;                    North         East    Units  Estimated Accuracy
 AC6679;SPC SC       -   227,190.      584,550.      MT  (+/- 180 meters Scaled)
 AC6679
 AC6679                          SUPERSEDED SURVEY CONTROL
 AC6679
 AC6679.No superseded survey control is available for this station.
 AC6679
 AC6679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT749490(NAD 83)
 AC6679_MARKER: DD = SURVEY DISK
 AC6679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6679_STAMPING: 32 068 1995
 AC6679_MARK LOGO: SCGS  
 AC6679_PROJECTION: FLUSH
 AC6679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6679+STABILITY: SURFACE MOTION
 AC6679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6679+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 AC6679
 AC6679  HISTORY     - Date     Condition        Report By
 AC6679  HISTORY     - 1995     MONUMENTED       SCGS
 AC6679  HISTORY     - 20020605 GOOD             SCGS
 AC6679
 AC6679                          STATION DESCRIPTION
 AC6679
 AC6679'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6679'STATION IS LOCATED 7.65 MILES (12.31 KM) EAST SOUTHEAST OF GILBERT,
 AC6679'AND 7.2 MILES (11.6 KM) SOUTH SOUTHWEST OF LEXINGTON.
 AC6679'OWNERSHIP--LEXINGTON COUNTY PLANNING AND DEVELOPMENT, 212 SOUTH LAKE
 AC6679'DRIVE, LEXINGTON, SC 29072, PHONE 803-359-8107.  TO REACH FROM THE
 AC6679'JUNCTION OF STATE HIGHWAY 6 (SOUTH LAKE DRIVE) , 602 AND STATE ROAD 34
 AC6679'(PLATT SPRINGS ROAD) , 5.15 MILES (8.29 KM) SOUTH OF LEXINGTON, GO
 AC6679'WEST ON ROAD 34 FOR 3.45 MILES (5.55 KM) TO A SAND ROAD LEFT (CLERMONT
 AC6679'LAKES DRIVE) .  TURN LEFT ON CLERMONT LAKES DRIVE FOR 0.05 MILE (0.08
 AC6679'KM) TO THE STATION ON THE RIGHT NEAR A CHAIN LINK FENCE. STATION IS A
 AC6679'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE AND 1.0 FOOT (0.3 M) ABOVE
 AC6679'THE ROAD, 156.4 FEET (47.7 M) SOUTH SOUTHEAST OF THE CENTER OF ROAD
 AC6679'34, 134.3 FEET (40.9 M) WEST OF THE WEST CORNER OF A BRICK HOUSE, 72.4
 AC6679'FEET (22.1 M) SOUTH SOUTHEAST OF POWER POLE 100/403767 WITH TWO GUY
 AC6679'WIRES, 20.4 FEET (6.2 M) WEST SOUTHWEST OF THE CENTER OF CLERMONT
 AC6679'LAKES DRIVE, 13.0 FEET (4.0 M) SOUTHEAST OF THE NORTH CORNER OF THE
 AC6679'FENCE, AND 1.4 FEET (0.4 M) EAST-NORTHEAST OF A WITNESS POST IN THE
 AC6679'FENCE LINE.  DESCRIBED BY C.E.  GEOGHEGAN.
 AC6679
 AC6679                          STATION RECOVERY (2002)
 AC6679
 AC6679'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6679'STATION IS LOCATED 7.15 MILES SOUTH SOUTHWEST OF LEXINGTON, 7.65 MILES
 AC6679'EAST SOUTHEAST OF  GILBERT.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6679'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29201, PHONE
 AC6679'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AC6679'6 (SOUTH LAKE DRIVE),  602 (PLATT SPRINGS ROAD) AND STATE ROAD 34
 AC6679'(PLATT SPRINGS ROAD), 5.05 MILES WEST OF SOUTH  CONGAREE, GO WEST ON
 AC6679'ROAD 34 FOR 3.45 MILES TO THE JUNCTION OF CLERMONT LAKES DRIVE,  TURN
 AC6679'LEFT ON CLERMONT LAKES DRIVE FOR 0.05 MILE TO THE STATION ON THE RIGHT
 AC6679'NEAR A CHAIN LINK FENCE AT THE EAST EDGE OF THE YARD OF A BRICK HOUSE
 AC6679'NUMBER  6447. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5
 AC6679'FEET ABOVE THE ROAD, 22.7  FEET SOUTHWEST OF THE CENTER OF THE DRIVE,
 AC6679'5.8 FEET WEST SOUTHWEST OF A METAL  SIGN POST (30 MPH), 13.0 FEET
 AC6679'SOUTH SOUTHEAST OF THE NORTH CORNER POST OF A THE  FENCE, 67.5 FEET
 AC6679'SOUTH OF A CIRCULAR METAL MANHOLE COVER SET INTO A DRAIN CULVERT,
 AC6679'72.0 FEET SOUTH SOUTHEAST OF A POWER POLE NUMBER 100/403767 WITH TWO
 AC6679'GUY WIRES,  1.5 FEET EAST NORTHEAST OF A WITNESS POST. RECOVERED BY T.
 AC6679'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6681 ***********************************************************************
 AC6681  DESIGNATION -  32 069
 AC6681  PID         -  AC6681
 AC6681  STATE/COUNTY-  SC/LEXINGTON
 AC6681  USGS QUAD   -  PELION WEST (1986)
 AC6681
 AC6681                         *CURRENT SURVEY CONTROL
 AC6681  ___________________________________________________________________
 AC6681* NAD 83(1986)-  33 52 16.     (N)    081 17 32.     (W)     SCALED    
 AC6681* NAVD 88     -       104.340  (meters)     342.32   (feet)  ADJUSTED  
 AC6681  ___________________________________________________________________
 AC6681  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 AC6681  DYNAMIC HT  -         104.231 (meters)     341.96  (feet)  COMP
 AC6681  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 AC6681
 AC6681  VERT ORDER  -  FIRST     CLASS II
 AC6681
 AC6681.The horizontal coordinates were scaled from a topographic map and have
 AC6681.an estimated accuracy of +/- 6 seconds.
 AC6681
 AC6681.The orthometric height was determined by differential leveling
 AC6681.and adjusted by the National Geodetic Survey in May 1997..
 AC6681
 AC6681.The geoid height was determined by GEOID03.
 AC6681
 AC6681.The dynamic height is computed by dividing the NAVD 88
 AC6681.geopotential number by the normal gravity value computed on the
 AC6681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6681.degrees latitude (g = 980.6199 gals.).
 AC6681
 AC6681.The modeled gravity was interpolated from observed gravity values.
 AC6681
 AC6681;                    North         East    Units  Estimated Accuracy
 AC6681;SPC SC       -   226,020.      582,570.      MT  (+/- 180 meters Scaled)
 AC6681
 AC6681                          SUPERSEDED SURVEY CONTROL
 AC6681
 AC6681.No superseded survey control is available for this station.
 AC6681
 AC6681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT729479(NAD 83)
 AC6681_MARKER: DD = SURVEY DISK
 AC6681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6681_STAMPING: 32 069 1995
 AC6681_MARK LOGO: SCGS  
 AC6681_PROJECTION: RECESSED 3 CENTIMETERS
 AC6681_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6681+STABILITY: SURFACE MOTION
 AC6681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6681+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 AC6681
 AC6681  HISTORY     - Date     Condition        Report By
 AC6681  HISTORY     - 1995     MONUMENTED       SCGS
 AC6681  HISTORY     - 20020605 GOOD             SCGS
 AC6681
 AC6681                          STATION DESCRIPTION
 AC6681
 AC6681'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6681'STATION IS LOCATED 8.3 MILES (13.4 KM) SOUTH SOUTHWEST OF LEXINGTON,
 AC6681'AND 6.85 MILES (11.02 KM) SOUTHEAST OF GILBERT.  OWNERSHIP--SCDOT,
 AC6681'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC 29202, PHONE
 AC6681'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC6681'HIGHWAYS 6 (SOUTH LAKE DRIVE) , 602 AND STATE ROAD 34 (PLATT SPRINGS
 AC6681'ROAD) , 5.15 MILES (8.29 KM) SOUTH OF LEXINGTON, GO WEST ON ROAD 34
 AC6681'FOR 4.75 MILES (7.64 KM) TO THE JUNCTION STATE ROAD 279 (BOILING
 AC6681'SPRINGS ROAD) .  TURN RIGHT ON ROAD 279 (SAND) FOR 0.4 MILE (0.6 KM)
 AC6681'TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE SOUTH ANGLE OF A
 AC6681'DRIVEWAY LEADING TO A TWO STORIED BRICK HOUSE (NUMBER 408) .  STATION
 AC6681'IS A CONCRETE MONUMENT FLUSH WITH GROUND SURFACE AND 1.5 FEET (0.5 M)
 AC6681'ABOVE THE ROAD, 56.2 FEET (17.1 M) SOUTHEAST OF THE EXTENDED CENTER OF
 AC6681'THE DRIVEWAY, 47.7 FEET (14.5 M) WEST-SOUTHWEST OF A POWER POLE WITH
 AC6681'GUY WIRE, 24.2 FEET (7.4 M) SOUTHWEST OF THE CENTER OF THE ROAD, 9.6
 AC6681'FEET (2.9 M) SOUTH SOUTHEAST OF A WITNESS POST, 9.5 FEET (2.9 M) EAST
 AC6681'SOUTHEAST OF POWER POLE NUMBER 181139 WITH FOUR GUY WIRES, AND 7.2
 AC6681'FEET (2.2 M) NORTHWEST OF A PIONEER SEED SIGN POST.  DESCRIBED BY C.E.
 AC6681'GEOGHEGAN.
 AC6681
 AC6681                          STATION RECOVERY (2002)
 AC6681
 AC6681'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6681'STATION IS LOCATED 8.25 MILES SOUTH SOUTHWEST OF LEXINGTON, 9.4 MILES
 AC6681'WEST SOUTHWEST  OF SOUTH CONGAREE.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6681'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29201, PHONE
 AC6681'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AC6681'6 (SOUTH LAKE DRIVE),  602 (PLATT SPRINGS ROAD) AND STATE ROAD 34
 AC6681'(PLATT SPRINGS ROAD), 5.05 MILES WEST OF SOUTH  CONGAREE, GO WEST ON
 AC6681'ROAD 34 FOR 4.75 MILES TO THE JUNCTION OF STATE ROAD 279  (BOILING
 AC6681'SPRINGS ROAD) PAVED LEFT AND SAND ROAD RIGHT AND 34 CHANGES NAMES TO
 AC6681'POND  BRANCH ROAD AHEAD, TURN RIGHT ON THE SAND ROAD (BOILING SPRINGS
 AC6681'ROAD) FOR 0.4 MILE  TO THE STATION ON THE LEFT IN THE SOUTH ANGLE OF A
 AC6681'SAND DRIVEWAY LEADING TO A TWO  STORY BRICK HOUSE NUMBER 408. STATION
 AC6681'IS A CONCRETE POST RECESSED 0.1 FOOT AND 3.0 FEET ABOVE THE ROAD, 23.7
 AC6681'FEET  SOUTHWEST OF THE CENTER OF THE ROAD, 41.0 FEET EAST SOUTHEAST OF
 AC6681'THE CENTER OF  THE DRIVEWAY, 6.7 FEET NORTHWEST OF A WOOD SIGN POST
 AC6681'(PIONEER BRAND PRODUCTS),  9.4 FEET EAST SOUTHEAST OF A POWER POLE
 AC6681'NUMBER 181139 WITH FOUR GUY WIRES, 8.5  FEET WEST OF A 1.0-FOOT PINE
 AC6681'TREE, 9.8 FEET SOUTH SOUTHEAST OF A WITNESS POST. RECOVERED BY T.
 AC6681'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6683 ***********************************************************************
 AC6683  DESIGNATION -  32 070
 AC6683  PID         -  AC6683
 AC6683  STATE/COUNTY-  SC/LEXINGTON
 AC6683  USGS QUAD   -  BARR LAKE (1986)
 AC6683
 AC6683                         *CURRENT SURVEY CONTROL
 AC6683  ___________________________________________________________________
 AC6683* NAD 83(1986)-  33 52 49.     (N)    081 19 05.     (W)     SCALED    
 AC6683* NAVD 88     -       126.115  (meters)     413.76   (feet)  ADJUSTED  
 AC6683  ___________________________________________________________________
 AC6683  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 AC6683  DYNAMIC HT  -         125.983 (meters)     413.33  (feet)  COMP
 AC6683  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 AC6683
 AC6683  VERT ORDER  -  FIRST     CLASS II
 AC6683
 AC6683.The horizontal coordinates were scaled from a topographic map and have
 AC6683.an estimated accuracy of +/- 6 seconds.
 AC6683
 AC6683.The orthometric height was determined by differential leveling
 AC6683.and adjusted by the National Geodetic Survey in May 1997..
 AC6683
 AC6683.The geoid height was determined by GEOID03.
 AC6683
 AC6683.The dynamic height is computed by dividing the NAVD 88
 AC6683.geopotential number by the normal gravity value computed on the
 AC6683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6683.degrees latitude (g = 980.6199 gals.).
 AC6683
 AC6683.The modeled gravity was interpolated from observed gravity values.
 AC6683
 AC6683;                    North         East    Units  Estimated Accuracy
 AC6683;SPC SC       -   227,040.      580,180.      MT  (+/- 180 meters Scaled)
 AC6683
 AC6683                          SUPERSEDED SURVEY CONTROL
 AC6683
 AC6683.No superseded survey control is available for this station.
 AC6683
 AC6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT705489(NAD 83)
 AC6683_MARKER: DD = SURVEY DISK
 AC6683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6683_STAMPING: 32 070 1995
 AC6683_MARK LOGO: SCGS  
 AC6683_PROJECTION: FLUSH
 AC6683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6683+STABILITY: SURFACE MOTION
 AC6683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6683+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 AC6683
 AC6683  HISTORY     - Date     Condition        Report By
 AC6683  HISTORY     - 1995     MONUMENTED       SCGS
 AC6683  HISTORY     - 20020605 GOOD             SCGS
 AC6683
 AC6683                          STATION DESCRIPTION
 AC6683
 AC6683'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6683'STATION IS LOCATED 8.45 MILES (13.60 KM) SOUTHWEST OF LEXINGTON, 5.3
 AC6683'MILES (8.5 KM) SOUTHEAST OF GILBERT.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6683'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AC6683'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND
 AC6683'STATE ROAD 204 (LONG PONDS ROAD) , 4.95 MILES (7.97 KM) SOUTHWEST OF
 AC6683'LEXINGTON, GO SOUTH ON ROAD 204 FOR 2.35 MILES (3.78 KM) TO THE
 AC6683'JUNCTION OF STATE ROAD 243 (NAZARETH ROAD) , TURN RIGHT AND ROAD 243
 AC6683'FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 278 (CALKS
 AC6683'FERRY ROAD) AND THE STATION NEAR A POWER POLE IN THE NORTHWEST ANGLE
 AC6683'OF THE EXTENDED CENTER OF ROAD 243.  STATION IS A CONCRETE POST FLUSH
 AC6683'WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 90.5 FEET (27.6
 AC6683'M) EAST NORTHEAST OF THE NORTHEAST CORNER OF BRICK HOUSE NUMBER 2178,
 AC6683'80.5 FEET (24.5 M) NORTH NORTHWEST OF THE EXTENDED CENTER OF ROAD 243,
 AC6683'32.3 FEET (9.8 M) SOUTH-SOUTHEAST OF POWER POLE NUMBER 232046 WITH TWO
 AC6683'GUY WIRES, 31.9 FEET (9.7 M) SOUTH SOUTHEAST OF A WITNESS POST, 30.0
 AC6683'FEET (9.1 M) WEST SOUTHWEST OF THE CENTER OF ROAD 278, AND 10.4 FEET
 AC6683'(3.2 M) SOUTHWEST OF THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 AC6683'BENEATH THE DRIVEWAY LEADING TO THE HOUSE. DESCRIBED BY C.E.
 AC6683'GEOGHEGAN.
 AC6683
 AC6683                          STATION RECOVERY (2002)
 AC6683
 AC6683'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6683'STATION IS LOCATED 5.3 MILES SOUTHEAST OF GILBERT, 8.4 MILES SOUTHWEST
 AC6683'OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AC6683'191, COLUMBIA, SC  29201, PHONE 803-737-1350. TO REACH THE STATION
 AC6683'FROM THE JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 51) AND STATE  ROAD
 AC6683'204 (LONGS POND ROAD), 4.9 MILES SOUTHWEST OF LEXINGTON, GO SOUTH ON
 AC6683'ROAD 204  FOR 2.35 MILES TO THE JUNCTION OF STATE ROAD 243 (NAZARETH
 AC6683'ROAD) AND KNOTS ROAD  AHEAD, TURN RIGHT ON ROAD 243 FOR 2.75 MILES TO
 AC6683'THE STATION AHEAD ON THE RIGHT IN THE  NORTHWEST ANGLE OF THE JUNCTION
 AC6683'OF STATE ROAD 278 (CALKS FERRY ROAD) AND IN THE  SOUTHWEST ANGLE OF A
 AC6683'SAND DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 2178  AND A WOOD HOUSE
 AC6683'NUMBER 2180. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 AC6683'FOOT ABOVE THE ROAD, 73.0  FEET NORTH NORTHWEST OF THE EXTENDED CENTER
 AC6683'OF ROAD 243, 29.3 FEET WEST SOUTHWEST  OF THE CENTER OF ROAD 278, 10.4
 AC6683'FEET SOUTHWEST OF THE SOUTH END OF A 1.5-FOOT  CONCRETE PIPE CULVERT
 AC6683'BENEATH THE DRIVEWAY, 33.3 FEET SOUTH SOUTHEAST OF A POWER  POLE
 AC6683'NUMBER 232-04-6 WITH TWO GUY WIRES, 90.0 FEET EAST NORTHEAST OF THE
 AC6683'NORTHEAST  CORNER OF A BRICK HOUSE NUMBER 2178, 19.4 FEET NORTH OF A
 AC6683'METAL BIRD HOUSE POST, 31.8  FEET SOUTH OF A WITNESS POST. RECOVERED
 AC6683'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6684 ***********************************************************************
 AC6684  DESIGNATION -  32 071
 AC6684  PID         -  AC6684
 AC6684  STATE/COUNTY-  SC/LEXINGTON
 AC6684  USGS QUAD   -  BARR LAKE (1986)
 AC6684
 AC6684                         *CURRENT SURVEY CONTROL
 AC6684  ___________________________________________________________________
 AC6684* NAD 83(1986)-  33 53 40.     (N)    081 19 26.     (W)     SCALED    
 AC6684* NAVD 88     -       171.354  (meters)     562.18   (feet)  ADJUSTED  
 AC6684  ___________________________________________________________________
 AC6684  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 AC6684  DYNAMIC HT  -         171.175 (meters)     561.60  (feet)  COMP
 AC6684  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 AC6684
 AC6684  VERT ORDER  -  FIRST     CLASS II
 AC6684
 AC6684.The horizontal coordinates were scaled from a topographic map and have
 AC6684.an estimated accuracy of +/- 6 seconds.
 AC6684
 AC6684.The orthometric height was determined by differential leveling
 AC6684.and adjusted by the National Geodetic Survey in May 1997..
 AC6684
 AC6684.The geoid height was determined by GEOID03.
 AC6684
 AC6684.The dynamic height is computed by dividing the NAVD 88
 AC6684.geopotential number by the normal gravity value computed on the
 AC6684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6684.degrees latitude (g = 980.6199 gals.).
 AC6684
 AC6684.The modeled gravity was interpolated from observed gravity values.
 AC6684
 AC6684;                    North         East    Units  Estimated Accuracy
 AC6684;SPC SC       -   228,620.      579,650.      MT  (+/- 180 meters Scaled)
 AC6684
 AC6684                          SUPERSEDED SURVEY CONTROL
 AC6684
 AC6684.No superseded survey control is available for this station.
 AC6684
 AC6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT700504(NAD 83)
 AC6684_MARKER: DD = SURVEY DISK
 AC6684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6684_STAMPING: 32 071 1995
 AC6684_MARK LOGO: SCGS  
 AC6684_PROJECTION: FLUSH
 AC6684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6684+STABILITY: SURFACE MOTION
 AC6684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6684+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 AC6684
 AC6684  HISTORY     - Date     Condition        Report By
 AC6684  HISTORY     - 1995     MONUMENTED       SCGS
 AC6684  HISTORY     - 20020605 GOOD             SCGS
 AC6684
 AC6684                          STATION DESCRIPTION
 AC6684
 AC6684'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6684'STATION IS LOCATED 7.9 MILES (12.7 KM) SOUTHWEST OF LEXINGTON, AND 4.5
 AC6684'MILES (7.2 KM) EAST SOUTHEAST OF GILBERT.  OWNERSHIP--LEXINGTON COUNTY
 AC6684'PLANNING AND DEVELOPMENT, 212 SOUTH LAKE DRIVE, LEXINGTON, SC 29072,
 AC6684'PHONE 803-359-8107.  TO REACH THE STATION FROM THE OVERPASS JUNCTION
 AC6684'OF INTERSTATE 20 AND STATE ROAD 204 (LONGS POND ROAD) , 4.95 MILES
 AC6684'(7.97 KM) SOUTHWEST OF LEXINGTON, GO SOUTH ON ROAD 204 FOR 1.15 MILES
 AC6684'(1.85 KM) TO THE JUNCTION OF STATE ROAD 1262 (SHERWOOD DRIVE) .  TURN
 AC6684'RIGHT ON ROAD 1262 FOR 1.9 MILES (3.1 KM) TO THE JUNCTION OF STATE
 AC6684'ROAD 278 (CALKS FERRY ROAD) .  TURN LEFT ON ROAD 278 FOR 0.65 MILE
 AC6684'(1.05 KM) TO A SAND ROAD FORK RIGHT (LIBERTY HILL ROAD) .  BEAR RIGHT
 AC6684'ON LIBERTY HILL ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AC6684'RIGHT NEAR THE END OF A SPLIT-RAIL FENCE.  STATION IS A CONCRETE
 AC6684'MONUMENT FLUSH WITH THE GROUND SURFACE AND 1.0 FOOT (0.3 M) ABOVE THE
 AC6684'ROAD, 165.4 FEET (50.4 M) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 AC6684'HOUSE, 77.5 FEET (23.6 M) NORTHEAST OF A POWER POLE WITH A
 AC6684'TRANSFORMER, 40.0 FEET (12.2 M) WEST OF A POWER POLE WITH SCGS
 AC6684'REFERENCE WASHER ATTACHED, 18.0 FEET (5.5 M) WEST NORTHWEST OF THE
 AC6684'CENTER OF ROAD, 2.1 FEET (0.6 M) SOUTH SOUTHEAST OF A PROPERTY CORNER
 AC6684'IRON, AND 1.8 FEET (0.5 M) EAST-SOUTHEAST OF A WITNESS POST AT THE
 AC6684'LAST FENCE POST.  DESCRIBED BY C.E.  GEOGHEGAN.
 AC6684
 AC6684                          STATION RECOVERY (2002)
 AC6684
 AC6684'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6684'STATION IS LOCATED 4.5 MILES EAST SOUTHEAST OF GILBERT, 7.8 MILES
 AC6684'SOUTHWEST OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AC6684'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29201, PHONE
 AC6684'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6684'INTERSTATE 20 (EXIT 51) AND STATE  ROAD 204 (LONGS POND ROAD), 4.9
 AC6684'MILES SOUTHWEST OF LEXINGTON, GO SOUTH ON ROAD 204  FOR 1.15 MILES TO
 AC6684'THE JUNCTION OF STATE ROAD 1262 (SHERWOOD DRIVE), TURN RIGHT ON  ROAD
 AC6684'1262 FOR 1.9 MILES TO THE JUNCTION OF STATE ROAD 278 (CALKS FERRY
 AC6684'ROAD), TURN  LEFT ON ROAD 278 FOR 0.65 MILE TO A SAND ROAD RIGHT
 AC6684'(LIBERTY HILL ROAD), BEAR RIGHT ON  LIBERTY HILL ROAD FOR 0.05 MILE TO
 AC6684'THE STATION ON THE RIGHT NEAR THE NORTH WOODEN  SPLIT RAIL FENCE POST
 AC6684'AT THE NORTHEAST CORNER OF A YARD OF BRICK HOUSE NUMBER 118. STATION
 AC6684'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE THE ROAD,
 AC6684'17.9  FEET WEST OF THE CENTER OF THE ROAD, 2.2 FEET EAST OF THE NORTH
 AC6684'END POST OF THE SPLIT  RAIL FENCE IN FRONT OF THE HOUSE, 2.0 FEET
 AC6684'SOUTH OF A METAL PROPERTY CORNER MARKER,  77.9 FEET NORTHEAST OF A
 AC6684'POWER POLE  WITH A SCGS REFERENCE WASHER ATTACHED, 107.6  FEET SOUTH
 AC6684'SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 1100-8/1200-5/1300-2.
 AC6684'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6685 ***********************************************************************
 AC6685  DESIGNATION -  32 072
 AC6685  PID         -  AC6685
 AC6685  STATE/COUNTY-  SC/LEXINGTON
 AC6685  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AC6685
 AC6685                         *CURRENT SURVEY CONTROL
 AC6685  ___________________________________________________________________
 AC6685* NAD 83(1986)-  33 57 55.     (N)    081 07 20.     (W)     SCALED    
 AC6685* NAVD 88     -        86.945  (meters)     285.25   (feet)  ADJUSTED  
 AC6685  ___________________________________________________________________
 AC6685  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AC6685  DYNAMIC HT  -          86.855 (meters)     284.96  (feet)  COMP
 AC6685  MODELED GRAV-     979,604.1   (mgal)                       NAVD 88
 AC6685
 AC6685  VERT ORDER  -  FIRST     CLASS II
 AC6685
 AC6685.The horizontal coordinates were scaled from a topographic map and have
 AC6685.an estimated accuracy of +/- 6 seconds.
 AC6685
 AC6685.The orthometric height was determined by differential leveling
 AC6685.and adjusted by the National Geodetic Survey in May 1997..
 AC6685
 AC6685.The geoid height was determined by GEOID03.
 AC6685
 AC6685.The dynamic height is computed by dividing the NAVD 88
 AC6685.geopotential number by the normal gravity value computed on the
 AC6685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6685.degrees latitude (g = 980.6199 gals.).
 AC6685
 AC6685.The modeled gravity was interpolated from observed gravity values.
 AC6685
 AC6685;                    North         East    Units  Estimated Accuracy
 AC6685;SPC SC       -   236,430.      598,310.      MT  (+/- 180 meters Scaled)
 AC6685
 AC6685                          SUPERSEDED SURVEY CONTROL
 AC6685
 AC6685.No superseded survey control is available for this station.
 AC6685
 AC6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT887583(NAD 83)
 AC6685_MARKER: DD = SURVEY DISK
 AC6685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6685_STAMPING: 32 072 1995
 AC6685_MARK LOGO: SCGS  
 AC6685_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6685+STABILITY: SURFACE MOTION
 AC6685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6685+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6685
 AC6685  HISTORY     - Date     Condition        Report By
 AC6685  HISTORY     - 1995     MONUMENTED       SCGS
 AC6685
 AC6685                          STATION DESCRIPTION
 AC6685
 AC6685'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6685'STATION IS LOCATED 3.8 MILES (6.1 KM) NORTH OF PINERIDGE.
 AC6685'OWNERSHIP--SPRINGDALE ELEMENTARY SCHOOL, DR.  SMITH, LEXINGTON COUNTY
 AC6685'SCHOOL BOARD.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6685'INTERSTATE 26 (EXIT 111) AND U.S.  HIGHWAY 1 (AUGUSTA ROAD) , 4.3
 AC6685'MILES (6.9 KM) WEST SOUTHWEST OF COLUMBIA, GO WEST SOUTHWEST ON
 AC6685'HIGHWAY 1 FOR 1.25 MILES (2.01 KM) TO THE JUNCTION OF STATE ROAD 71
 AC6685'(WATTLING ROAD) , TURN LEFT ON ROAD 71 FOR 0.8 MILE (1.3 KM) TO THE
 AC6685'JUNCTION OF STATE ROAD 964 (CHURCHDALE DRIVE) , CONTINUE ON ROAD 71
 AC6685'FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A POWER POLE AT THE
 AC6685'ENTRANCE FOR THE SPRINGDALE ELEMENTARY SCHOOL ON THE LEFT.  STATION IS
 AC6685'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW
 AC6685'STATE ROAD 71, 73.2 FEET (22.3 M) EAST NORTHEAST OF THE CENTER OF ROAD
 AC6685'71, 29.3 FEET (8.9 M) NORTH NORTHWEST OF THE EXTENDED CENTER OF THE
 AC6685'FRONT DOORS OF THE SCHOOL, 26.3 FEET (8.0 M) WEST SOUTHWEST OF THE
 AC6685'NORTHWEST CORNER OF THE FRONT WING OF THE BRICK SCHOOL, 3.7 FEET (1.1
 AC6685'M) EAST SOUTHEAST OF POWER POLE NUMBER 1440667/84123.  DESCRIBED BY
 AC6685'C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6687 ***********************************************************************
 AC6687  DESIGNATION -  32 073
 AC6687  PID         -  AC6687
 AC6687  STATE/COUNTY-  SC/LEXINGTON
 AC6687  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AC6687
 AC6687                         *CURRENT SURVEY CONTROL
 AC6687  ___________________________________________________________________
 AC6687* NAD 83(1986)-  33 56 24.     (N)    081 06 17.     (W)     SCALED    
 AC6687* NAVD 88     -        61.014  (meters)     200.18   (feet)  ADJUSTED  
 AC6687  ___________________________________________________________________
 AC6687  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AC6687  DYNAMIC HT  -          60.951 (meters)     199.97  (feet)  COMP
 AC6687  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 AC6687
 AC6687  VERT ORDER  -  FIRST     CLASS II
 AC6687
 AC6687.The horizontal coordinates were scaled from a topographic map and have
 AC6687.an estimated accuracy of +/- 6 seconds.
 AC6687
 AC6687.The orthometric height was determined by differential leveling
 AC6687.and adjusted by the National Geodetic Survey in May 1997..
 AC6687
 AC6687.The geoid height was determined by GEOID03.
 AC6687
 AC6687.The dynamic height is computed by dividing the NAVD 88
 AC6687.geopotential number by the normal gravity value computed on the
 AC6687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6687.degrees latitude (g = 980.6199 gals.).
 AC6687
 AC6687.The modeled gravity was interpolated from observed gravity values.
 AC6687
 AC6687;                    North         East    Units  Estimated Accuracy
 AC6687;SPC SC       -   233,630.      599,920.      MT  (+/- 180 meters Scaled)
 AC6687
 AC6687                          SUPERSEDED SURVEY CONTROL
 AC6687
 AC6687.No superseded survey control is available for this station.
 AC6687
 AC6687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT903555(NAD 83)
 AC6687_MARKER: DD = SURVEY DISK
 AC6687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6687_STAMPING: 32 073 1995
 AC6687_MARK LOGO: SCGS  
 AC6687_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6687+STABILITY: SURFACE MOTION
 AC6687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6687+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6687
 AC6687  HISTORY     - Date     Condition        Report By
 AC6687  HISTORY     - 1995     MONUMENTED       SCGS
 AC6687  HISTORY     - 20011217 MARK NOT FOUND   SCGS
 AC6687
 AC6687                          STATION DESCRIPTION
 AC6687
 AC6687'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6687'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH OF PINERIDGE.
 AC6687'OWNERSHIP--BELL AVIATION, 2404 EDMUND HIGHWAY, WEST COLUMBIA, SC
 AC6687'29170, PHONE 803-822-4114.  TO REACH THE STATION FROM THE JUNCTION OF
 AC6687'INTERSTATE 26 (EXIT 113) AND STATE HIGHWAY 302 (EDMUND HIGHWAY) , 4.6
 AC6687'MILES (7.4 KM) SOUTHWEST OF COLUMBIA, GO SOUTHWEST ON HIGHWAY 302 FOR
 AC6687'1.35 MILES (2.17 KM) TO THE STATION NEAR A CONCRETE AND METAL SIGN IN
 AC6687'THE SOUTHWEST ANGLE OF A PAVED DRIVEWAY TO OFFICES OF BELL AVIATION.
 AC6687'STATION IS A CONCRETE MONUMENT FLUSH WITH GROUND SURFACE AND LEVEL
 AC6687'WITH HIGHWAY 302, 131.9 FEET (40.2 M) NORTH NORTHEAST OF THE EAST
 AC6687'CORNER OF A LARGE METAL SIDED BUILDING (COLUMBIA AVIATION INC.) , 56.0
 AC6687'FEET (17.1 M) WEST NORTHWEST OF THE CENTER OF HIGHWAY 302, 39.5 FEET
 AC6687'(12.0 M) SOUTH-SOUTHWEST OF THE CENTER OF A PAVED ENTRANCE DRIVE, AND
 AC6687'2.0 FEET (0.6 M) NORTH-NORTHWEST OF THE CORNER OF THE NORTHWEST END OF
 AC6687'THE CONCRETE SUPPORT FOR SIGN.  DESCRIBED BY R. ROBERTS.
 AC6687
 AC6687                          STATION RECOVERY (2001)
 AC6687
 AC6687'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6687'NOT RECOVERED, SEARCHED 20 MINUTES WITH NO RESULTS, PRESUMED DESTROYED
 AC6687'BY  HIGHWAY WIDENING. RECOVERY BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6691 ***********************************************************************
 AC6691  DESIGNATION -  32 074
 AC6691  PID         -  AC6691
 AC6691  STATE/COUNTY-  SC/LEXINGTON
 AC6691  USGS QUAD   -  LEXINGTON (1987)
 AC6691
 AC6691                         *CURRENT SURVEY CONTROL
 AC6691  ___________________________________________________________________
 AC6691* NAD 83(1986)-  33 56 01.     (N)    081 08 16.     (W)     SCALED    
 AC6691* NAVD 88     -        65.856  (meters)     216.06   (feet)  ADJUSTED  
 AC6691  ___________________________________________________________________
 AC6691  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AC6691  DYNAMIC HT  -          65.788 (meters)     215.84  (feet)  COMP
 AC6691  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 AC6691
 AC6691  VERT ORDER  -  FIRST     CLASS II
 AC6691
 AC6691.The horizontal coordinates were scaled from a topographic map and have
 AC6691.an estimated accuracy of +/- 6 seconds.
 AC6691
 AC6691.The orthometric height was determined by differential leveling
 AC6691.and adjusted by the National Geodetic Survey in May 1997..
 AC6691
 AC6691.The geoid height was determined by GEOID03.
 AC6691
 AC6691.The dynamic height is computed by dividing the NAVD 88
 AC6691.geopotential number by the normal gravity value computed on the
 AC6691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6691.degrees latitude (g = 980.6199 gals.).
 AC6691
 AC6691.The modeled gravity was interpolated from observed gravity values.
 AC6691
 AC6691;                    North         East    Units  Estimated Accuracy
 AC6691;SPC SC       -   232,920.      596,860.      MT  (+/- 180 meters Scaled)
 AC6691
 AC6691                          SUPERSEDED SURVEY CONTROL
 AC6691
 AC6691.No superseded survey control is available for this station.
 AC6691
 AC6691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT872548(NAD 83)
 AC6691_MARKER: DD = SURVEY DISK
 AC6691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6691_STAMPING: 32 074 1995
 AC6691_MARK LOGO: SCGS  
 AC6691_PROJECTION: FLUSH
 AC6691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6691+STABILITY: SURFACE MOTION
 AC6691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6691+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2002
 AC6691
 AC6691  HISTORY     - Date     Condition        Report By
 AC6691  HISTORY     - 1995     MONUMENTED       SCGS
 AC6691  HISTORY     - 20020109 GOOD             SCGS
 AC6691
 AC6691                          STATION DESCRIPTION
 AC6691
 AC6691'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6691'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH OF SOUTH CONGAREE.
 AC6691'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6691'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6691'JUNCTION OF INTERSTATE 26 AND STATE HIGHWAY 302 (EDMUND HIGHWAY (EXIT
 AC6691'113) ), 4.6 MILES (7.4 KM) SOUTHWEST OF COLUMBIA, GO SOUTHWEST ON
 AC6691'HIGHWAY 302 FOR 2.85 MILES (4.59 KM) TO THE JUNCTION OF STATE ROAD 72
 AC6691'(DUNBAR ROAD) , TURN RIGHT ON ROAD 72 FOR 1.05 MILES (1.69 KM) TO A
 AC6691'PAVED ROAD RIGHT (CEDARLANE PARKWAY) , CONTINUE 100 FEET (30.5 M) TO
 AC6691'THE STATION NEAR A POWER POLE IN THE NORTH ANGLE OF A PARTIALLY PAVED
 AC6691'DRIVE LEADING TO THE BACK YARD OF A BRICK HOUSE ON THE RIGHT. STATION
 AC6691'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE
 AC6691'ROAD 72, 3.0 FEET (0.9 M) EAST NORTHEAST OF THE POWER POLE WITH THREE
 AC6691'GUY WIRES, 50.7 FEET (15.5 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 AC6691'BRICK HOUSE, 32.0 FEET (9.8 M) NORTHEAST OF THE CENTER OF ROAD 72,
 AC6691'13.0 FEET (4.0 M) NORTH NORTHEAST OF THE NORTHWEST END OF A 1.2-FOOT
 AC6691'CONCRETE PIPE CULVERT BENEATH THE PAVED DRIVE, 27.2 FEET (8.3 M) WEST
 AC6691'NORTHWEST OF THE WEST CHAIN LINK FENCE CORNER SURROUNDING THE YARD OF
 AC6691'A BRICK HOUSE, 3.6 FEET (1.1 M) EAST NORTHEAST OF A WITNESS POST.
 AC6691'DESCRIBED BY R.W.  ROBERTS.
 AC6691
 AC6691                          STATION RECOVERY (2002)
 AC6691
 AC6691'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6691'STATION IS LOCATED 1.6 MILES NORTH OF SOUTH CONGAREE, 6.5 MILES EAST
 AC6691'SOUTHEAST OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AC6691'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 AC6691'803-737-1350.
 AC6691' 
 AC6691'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 AC6691'113) AND  STATE HIGHWAY 302, 0.9 MILE EAST SOUTHEAST OF SPRINGDALE, GO
 AC6691'SOUTHWEST ON HIGHWAY  302 FOR 2.8 MILES TO THE JUNCTION OF STATE ROAD
 AC6691'72 (DUNBAR ROAD), TURN RIGHT ON ROAD  72 FOR 1.1 MILES TO THE STATION
 AC6691'ON THE RIGHT NEAR A POWER POLE.
 AC6691' 
 AC6691'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 AC6691'ROAD 72,  31.5 FEET NORTHEAST OF THE CENTER OF ROAD 72, 168.5 FEET
 AC6691'NORTHWEST OF THE  CENTER OF CEDARLANE PARKWAY, 2.9 FEET EAST NORTHEAST
 AC6691'OF THE POWER POLE WITH  THREE GUY WIRES, 13.0 FEET NORTH NORTHEAST OF
 AC6691'THE NORTHWEST END OF A 1.5-FOOT  CONCRETE PIPE CULVERT BENEATH A PAVED
 AC6691'DRIVE LEADING TO THE BACK OF A BRICK HOUSE, 12.9  FEET WEST SOUTHWEST
 AC6691'OF A WOODEN FENCE LINE, 3.5 FEET EAST NORTHEAST OF A WITNESS POST.
 AC6691' 
 AC6691'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6693 ***********************************************************************
 AC6693  DESIGNATION -  32 075
 AC6693  PID         -  AC6693
 AC6693  STATE/COUNTY-  SC/LEXINGTON
 AC6693  USGS QUAD   -  LEXINGTON (1987)
 AC6693
 AC6693                         *CURRENT SURVEY CONTROL
 AC6693  ___________________________________________________________________
 AC6693* NAD 83(2001)-  33 56 26.22043(N)    081 09 14.72463(W)     ADJUSTED  
 AC6693* NAVD 88     -        79.443  (meters)     260.64   (feet)  ADJUSTED  
 AC6693  ___________________________________________________________________
 AC6693  X           -     814,556.894 (meters)                     COMP
 AC6693  Y           -  -5,233,974.006 (meters)                     COMP
 AC6693  Z           -   3,541,010.912 (meters)                     COMP
 AC6693  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AC6693  ELLIP HEIGHT-          48.43  (meters)          (05/06/05) GPS OBS
 AC6693  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AC6693  DYNAMIC HT  -          79.360 (meters)     260.37  (feet)  COMP
 AC6693  MODELED GRAV-     979,601.2   (mgal)                       NAVD 88
 AC6693
 AC6693  HORZ ORDER  -  FIRST
 AC6693  VERT ORDER  -  FIRST     CLASS II
 AC6693  ELLP ORDER  -  FOURTH    CLASS II
 AC6693
 AC6693.The horizontal coordinates were established by GPS observations
 AC6693.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6693
 AC6693.The orthometric height was determined by differential leveling
 AC6693.and adjusted by the National Geodetic Survey in May 1997..
 AC6693
 AC6693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6693
 AC6693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6693
 AC6693.The ellipsoidal height was determined by GPS observations
 AC6693.and is referenced to NAD 83.
 AC6693
 AC6693.The geoid height was determined by GEOID03.
 AC6693
 AC6693.The dynamic height is computed by dividing the NAVD 88
 AC6693.geopotential number by the normal gravity value computed on the
 AC6693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6693.degrees latitude (g = 980.6199 gals.).
 AC6693
 AC6693.The modeled gravity was interpolated from observed gravity values.
 AC6693
 AC6693;                    North         East     Units Scale Factor Converg.
 AC6693;SPC SC       -   233,700.009   595,357.300   MT  0.99980482   -0 05 07.5
 AC6693;SPC SC       -   766,732.31  1,953,271.98   iFT  0.99980482   -0 05 07.5
 AC6693;UTM  17      - 3,755,582.407   485,760.206   MT  0.99960250   -0 05 09.7
 AC6693
 AC6693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6693!SPC SC       -   0.99999240  x   0.99980482  =   0.99979722
 AC6693!UTM  17      -   0.99999240  x   0.99960250  =   0.99959490
 AC6693
 AC6693                          SUPERSEDED SURVEY CONTROL
 AC6693
 AC6693  NAVD 88 (05/06/05)   79.44   (m)          260.6    (f) LEVELING    3  
 AC6693
 AC6693.Superseded values are not recommended for survey control.
 AC6693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6693.See file dsdata.txt to determine how the superseded data were derived.
 AC6693
 AC6693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8576055582(NAD 83)
 AC6693_MARKER: DD = SURVEY DISK
 AC6693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6693_STAMPING: 32 075 1995
 AC6693_MARK LOGO: SCGS  
 AC6693_PROJECTION: RECESSED 3 CENTIMETERS
 AC6693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6693+STABILITY: SURFACE MOTION
 AC6693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6693+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AC6693
 AC6693  HISTORY     - Date     Condition        Report By
 AC6693  HISTORY     - 1995     MONUMENTED       SCGS
 AC6693  HISTORY     - 20040624 GOOD             SCGS
 AC6693
 AC6693                          STATION DESCRIPTION
 AC6693
 AC6693'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6693'STATION IS LOCATED 2.35 MILES (3.78 KM) NORTH NORTHWEST OF SOUTH
 AC6693'CONGAREE.  OWNERSHIP--G.E.  OSBORN, 2754 EMMANUAL CHURCH ROAD.  TO
 AC6693'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND U.S. HIGHWAY
 AC6693'1 (AUGUSTA ROAD (EXIT 58) ), 2.4 MILES (3.9 KM) EAST OF LEXINGTON, GO
 AC6693'EAST ON HIGHWAY 1 FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF STATE ROAD
 AC6693'1082 (KITTI WAKE DRIVE) , TURN RIGHT ON ROAD 1082 FOR 1.9 MILES (3.1
 AC6693'KM) TO THE JUNCTION OF STATE ROAD 168 (EMMANUEL CHURCH ROAD) , TURN
 AC6693'LEFT ON ROAD 168 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF STATE ROAD
 AC6693'104 (OLD BARNWELL ROAD) , CONTINUE ON ROAD 168 FOR 0.9 MILE (1.4 KM)
 AC6693'TO THE STATION NEAR A SIDEWALK IN THE FRONT YARD OF A BRICK HOUSE IN
 AC6693'THE NORTH NORTHWEST ANGLE OF A PAVED ROAD (CAESARS ROAD) .  STATION IS
 AC6693'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AC6693'ROADS, 27.5 FEET (8.4 M) WEST NORTHWEST OF THE CENTER OF CAESARS ROAD,
 AC6693'47.8 FEET (14.6 M) NORTH NORTHEAST OF THE CENTER OF ROAD 168, 11.9
 AC6693'FEET (3.6 M) NORTHEAST OF A FIRE HYDRANT, 74.7 FEET (22.8 M) SOUTH OF
 AC6693'THE SOUTHEAST CORNER OF A BRICK FRONT PORCH, 20.5 FEET (6.2 M) SOUTH
 AC6693'SOUTHWEST OF THE WEST CORNER OF A CONCRETE SIDEWALK LEADING TO THE
 AC6693'FRONT DOOR.  DESCRIBED BY R.W.  ROBERTS.
 AC6693
 AC6693                          STATION RECOVERY (2004)
 AC6693
 AC6693'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AC6693'STATION IS LOCATED 2.3 MILES NORTH NORTHWEST OF SOUTH CONGAREE, 5.5
 AC6693'MILES EAST  SOUTHEAST OF LEXINGTON. OWNERSHIP--J.E. OSBORNE, 2754
 AC6693'EMANUEL CHURCH ROAD, WEST  COLUMBIA, SC 29170, PHONE 803-356-0258.  TO
 AC6693'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 (EXIT
 AC6693'58) AND U.S.  HIGHWAY 1 (AUGUSTA ROAD), 2.35 MILES EAST OF LEXINGTON,
 AC6693'GO EAST ON HIGHWAY 1 FOR 1.4  MILES TO THE JUNCTION OF STATE ROAD 1082
 AC6693'(KITTI WAKE DRIVE), TURN RIGHT ON ROAD 1082 FOR  1.9 MILES TO THE
 AC6693'JUNCTION OF STATE ROAD 168 (EMANUEL CHURCH ROAD), TURN LEFT ON ROAD
 AC6693'168 FOR 0.8 MILE TO THE JUNCTION OF STATE ROAD 104 (OLD BARNWELL
 AC6693'ROAD), CONTINUE ON ROAD  168 FOR 0.9 MILE TO THE STATION ON THE LEFT
 AC6693'NEAR A FIRE HYDRANT IN THE NORTH ANGLE OF A  PAVED ROAD (CAESARS
 AC6693'ROAD). STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH
 AC6693'ROAD 168, 47.4 FEET  NORTH NORTHEAST OF THE CENTER OF ROAD 168, 26.8
 AC6693'FEET WEST NORTHWEST OF THE  CENTER OF CAESARS ROAD, 12.0 FEET
 AC6693'NORTHEAST OF THE FIRE HYDRANT, 92.1 FEET SOUTH  SOUTHEAST OF THE
 AC6693'SOUTHWEST CORNER OF A BRICK HOUSE NUMBER 2754, 22.0 FEET SOUTH
 AC6693'SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE SIDEWALK LEADING TO THE
 AC6693'FRONT  DOOR OF HOUSE NUMBER 2754, 18.1 FEET NORTHEAST OF A FIBERGLASS
 AC6693'SECURITY LIGHT POLE, 11.4  FEET NORTH OF A WITNESS POST. RECOVERED BY
 AC6693'J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6698 ***********************************************************************
 AC6698  DESIGNATION -  32 077
 AC6698  PID         -  AC6698
 AC6698  STATE/COUNTY-  SC/LEXINGTON
 AC6698  USGS QUAD   -  LEXINGTON (1987)
 AC6698
 AC6698                         *CURRENT SURVEY CONTROL
 AC6698  ___________________________________________________________________
 AC6698* NAD 83(1986)-  33 57 29.     (N)    081 10 15.     (W)     SCALED    
 AC6698* NAVD 88     -       106.231  (meters)     348.53   (feet)  ADJUSTED  
 AC6698  ___________________________________________________________________
 AC6698  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AC6698  DYNAMIC HT  -         106.122 (meters)     348.17  (feet)  COMP
 AC6698  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 AC6698
 AC6698  VERT ORDER  -  FIRST     CLASS II
 AC6698
 AC6698.The horizontal coordinates were scaled from a topographic map and have
 AC6698.an estimated accuracy of +/- 6 seconds.
 AC6698
 AC6698.The orthometric height was determined by differential leveling
 AC6698.and adjusted by the National Geodetic Survey in May 1997..
 AC6698
 AC6698.The geoid height was determined by GEOID03.
 AC6698
 AC6698.The dynamic height is computed by dividing the NAVD 88
 AC6698.geopotential number by the normal gravity value computed on the
 AC6698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6698.degrees latitude (g = 980.6199 gals.).
 AC6698
 AC6698.The modeled gravity was interpolated from observed gravity values.
 AC6698
 AC6698;                    North         East    Units  Estimated Accuracy
 AC6698;SPC SC       -   235,640.      593,810.      MT  (+/- 180 meters Scaled)
 AC6698
 AC6698                          SUPERSEDED SURVEY CONTROL
 AC6698
 AC6698.No superseded survey control is available for this station.
 AC6698
 AC6698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT842575(NAD 83)
 AC6698_MARKER: DD = SURVEY DISK
 AC6698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6698_STAMPING: 32 077 1995
 AC6698_MARK LOGO: SCGS  
 AC6698_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6698+STABILITY: SURFACE MOTION
 AC6698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6698+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6698
 AC6698  HISTORY     - Date     Condition        Report By
 AC6698  HISTORY     - 1995     MONUMENTED       SCGS
 AC6698
 AC6698                          STATION DESCRIPTION
 AC6698
 AC6698'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6698'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTH NORTHWEST OF SOUTH
 AC6698'CONGAREE.  OWNERSHIP--BRADSHAW, 118 SAUSAGE LANE, WEST COLUMBIA, SC
 AC6698'29170.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND
 AC6698'U.S.  HIGHWAY 1 (AUGUSTA ROAD (EXIT 58) ), 2.4 MILES (3.9 KM) EAST OF
 AC6698'LEXINGTON, GO EAST ON HIGHWAY 1 FOR 1.4 MILES (2.3 KM) TO THE JUNCTION
 AC6698'OF STATE ROAD 1082 (KITTI WAKE DRIVE) , TURN RIGHT ON ROAD 1082 FOR
 AC6698'1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 899 (SAUSAGE LANE) ,
 AC6698'TURN LEFT ON ROAD 899 FOR 0.15 MILE (0.24 KM) TO THE STATION NEAR A
 AC6698'POWER POLE IN THE SOUTH ANGLE OF A CONCRETE DRIVEWAY LEADING TO A
 AC6698'BRICK HOUSE NUMBER 118.  STATION IS A CONCRETE POST FLUSH WITH THE
 AC6698'GROUND AND LEVEL WITH THE ROAD, 37.3 FEET (11.4 M) SOUTHWEST OF THE
 AC6698'CENTER OF ROAD 899, 68.0 FEET (20.7 M) EAST NORTHEAST OF THE EAST
 AC6698'CORNER OF THE BRICK HOUSE (GARAGE) , 26.3 FEET (8.0 M) EAST SOUTHEAST
 AC6698'OF THE SOUTHEAST EDGE OF THE DRIVEWAY, 13.2 FEET (4.0 M) SOUTH
 AC6698'SOUTHWEST OF THE POWER POLE WITH TRANSFORMER, 2.8 FEET (0.9 M)
 AC6698'NORTHWEST OF A CEDAR FENCE LINE.  DESCRIBED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6702 ***********************************************************************
 AC6702  DESIGNATION -  32 078
 AC6702  PID         -  AC6702
 AC6702  STATE/COUNTY-  SC/LEXINGTON
 AC6702  USGS QUAD   -  LEXINGTON (1987)
 AC6702
 AC6702                         *CURRENT SURVEY CONTROL
 AC6702  ___________________________________________________________________
 AC6702* NAD 83(1986)-  33 58 20.     (N)    081 09 25.     (W)     SCALED    
 AC6702* NAVD 88     -       111.541  (meters)     365.95   (feet)  ADJUSTED  
 AC6702  ___________________________________________________________________
 AC6702  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AC6702  DYNAMIC HT  -         111.426 (meters)     365.57  (feet)  COMP
 AC6702  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 AC6702
 AC6702  VERT ORDER  -  FIRST     CLASS II
 AC6702
 AC6702.The horizontal coordinates were scaled from a topographic map and have
 AC6702.an estimated accuracy of +/- 6 seconds.
 AC6702
 AC6702.The orthometric height was determined by differential leveling
 AC6702.and adjusted by the National Geodetic Survey in May 1997..
 AC6702
 AC6702.The geoid height was determined by GEOID03.
 AC6702
 AC6702.The dynamic height is computed by dividing the NAVD 88
 AC6702.geopotential number by the normal gravity value computed on the
 AC6702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6702.degrees latitude (g = 980.6199 gals.).
 AC6702
 AC6702.The modeled gravity was interpolated from observed gravity values.
 AC6702
 AC6702;                    North         East    Units  Estimated Accuracy
 AC6702;SPC SC       -   237,210.      595,100.      MT  (+/- 180 meters Scaled)
 AC6702
 AC6702                          SUPERSEDED SURVEY CONTROL
 AC6702
 AC6702.No superseded survey control is available for this station.
 AC6702
 AC6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT855590(NAD 83)
 AC6702_MARKER: DD = SURVEY DISK
 AC6702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6702_STAMPING: 32 078 1995
 AC6702_MARK LOGO: SCGS  
 AC6702_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6702+STABILITY: SURFACE MOTION
 AC6702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6702+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 AC6702
 AC6702  HISTORY     - Date     Condition        Report By
 AC6702  HISTORY     - 1995     MONUMENTED       SCGS
 AC6702  HISTORY     - 20000601 GOOD             SCGS
 AC6702
 AC6702                          STATION DESCRIPTION
 AC6702
 AC6702'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6702'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTH OF SOUTH CONGAREE.
 AC6702'OWNERSHIP--BLENDA S.  RHODEN, 1109 ST.  DAVID CHURCH ROAD, WEST
 AC6702'COLUMBIA, SC.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6702'INTERSTATE 20 AND U.S.  HIGHWAY 1 (AUGUSTA ROAD (EXIT 58) ), 2.4 MILES
 AC6702'(3.9 KM) EAST OF LEXINGTON, GO EAST ON HIGHWAY 1 FOR 2.25 MILES (3.62
 AC6702'KM) TO THE JUNCTION OF STATE ROAD 386 (OAK DRIVE LEFT, ST. DAVIDS
 AC6702'CHURCH ROAD RIGHT) , TURN RIGHT ON ROAD 386 FOR 0.1 MILE (0.2 KM) TO
 AC6702'THE STATION BETWEEN BRICK HOUSES IN THE EAST ANGLE OF STATE ROAD 954
 AC6702'(SUNBRIGHT LANE) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AC6702'AND 1.0 FOOT (0.3 M) BELOW ROAD 71, 29.4 FEET (9.0 M) EAST SOUTHEAST
 AC6702'OF THE CENTER OF ROAD 386, 25.5 FEET (7.8 M) WEST SOUTHWEST OF THE
 AC6702'SOUTHWEST CORNER OF THE BRICK HOUSE NUMBER 1109, 22.1 FEET (6.7 M)
 AC6702'WEST NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK HOUSE NUMBER 1001
 AC6702'SUNBRIGHT LANE , 60.0 FEET (18.3 M) EAST NORTHEAST OF THE EXTENDED
 AC6702'CENTER OF ROAD 954, 45.5 FEET (13.9 M) SOUTH SOUTHWEST OF THE CENTER
 AC6702'OF THE CONCRETE DRIVEWAY TO HOUSE NUMBER 1109.  DESCRIBED BY R.W.
 AC6702'ROBERTS.
 AC6702
 AC6702                          STATION RECOVERY (2000)
 AC6702
 AC6702'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AC6702'STATION IS LOCATED 4.6 MILES (7.4 KM) EAST OF LEXINGTON, 2.0 MILES
 AC6702'(3.2 KM) WEST OF SPRINGDALE.  OWNERSHIP--BLENDA S.  RHODEN, 1109 SAINT
 AC6702'DAVIDS CHURCH ROAD, WEST COLUMBIA, SC TO REACH THE STATION FROM THE
 AC6702'JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 58) AND U.S.  HIGHWAY 1, 2.35
 AC6702'MILES (3.78 KM) EAST OF LEXINGTON, GO EAST ON HIGHWAY 1 FOR 2.25 MILES
 AC6702'(3.62 KM) TO THE JUNCTION OF STATE ROADS 386 (OAK DRIVE) LEFT AND 230
 AC6702'(SAINT DAVIDS CHURCH ROAD) RIGHT, TURN RIGHT ON ROAD 230 FOR 0.1 MILE
 AC6702'(0.2 KM) TO THE STATION ON THE LEFT BETWEEN BRICK HOUSE NUMBER 1109
 AC6702'(SAINT DAVIDS CHURCH ROAD) AND A BRICK HOUSE NUMBER 1001 (SUNBRIGHT
 AC6702'LANE) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 AC6702'(0.3 M) BELOW THE ROAD, 22.0 FEET (6.7 M) WEST NORTHWEST OF THE
 AC6702'NORTHWEST CORNER OF HOUSE NUMBER 1001, 25.0 FEET (7.6 M) EAST
 AC6702'NORTHEAST OF A 1.7-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 AC6702'ATTACHED, 29.3 FEET (8.9 M) EAST SOUTHEAST OF THE CENTER OF ROAD 230,
 AC6702'53.3 FEET (16.2 M) EAST OF A POWER POLE NUMBER 42794 WITH A SCGS
 AC6702'REFERENCE WASHER ATTACHED, 15.7 FEET (4.8 M) EAST NORTHEAST OF A
 AC6702'WITNESS POST.  RECOVERED BY L.A.  ANDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6708 ***********************************************************************
 AC6708  DESIGNATION -  32 079
 AC6708  PID         -  AC6708
 AC6708  STATE/COUNTY-  SC/LEXINGTON
 AC6708  USGS QUAD   -  LEXINGTON (1987)
 AC6708
 AC6708                         *CURRENT SURVEY CONTROL
 AC6708  ___________________________________________________________________
 AC6708* NAD 83(1986)-  33 56 03.     (N)    081 10 41.     (W)     SCALED    
 AC6708* NAVD 88     -        78.730  (meters)     258.30   (feet)  ADJUSTED  
 AC6708  ___________________________________________________________________
 AC6708  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AC6708  DYNAMIC HT  -          78.648 (meters)     258.03  (feet)  COMP
 AC6708  MODELED GRAV-     979,599.9   (mgal)                       NAVD 88
 AC6708
 AC6708  VERT ORDER  -  FIRST     CLASS II
 AC6708
 AC6708.The horizontal coordinates were scaled from a topographic map and have
 AC6708.an estimated accuracy of +/- 6 seconds.
 AC6708
 AC6708.The orthometric height was determined by differential leveling
 AC6708.and adjusted by the National Geodetic Survey in May 1997..
 AC6708
 AC6708.The geoid height was determined by GEOID03.
 AC6708
 AC6708.The dynamic height is computed by dividing the NAVD 88
 AC6708.geopotential number by the normal gravity value computed on the
 AC6708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6708.degrees latitude (g = 980.6199 gals.).
 AC6708
 AC6708.The modeled gravity was interpolated from observed gravity values.
 AC6708
 AC6708;                    North         East    Units  Estimated Accuracy
 AC6708;SPC SC       -   232,990.      593,140.      MT  (+/- 180 meters Scaled)
 AC6708
 AC6708                          SUPERSEDED SURVEY CONTROL
 AC6708
 AC6708.No superseded survey control is available for this station.
 AC6708
 AC6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT835548(NAD 83)
 AC6708_MARKER: DD = SURVEY DISK
 AC6708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6708_STAMPING: 32 079 1995
 AC6708_MARK LOGO: SCGS  
 AC6708_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6708+STABILITY: SURFACE MOTION
 AC6708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6708+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6708
 AC6708  HISTORY     - Date     Condition        Report By
 AC6708  HISTORY     - 1995     MONUMENTED       SCGS
 AC6708
 AC6708                          STATION DESCRIPTION
 AC6708
 AC6708'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6708'STATION IS LOCATED 2.95 MILES (4.75 KM) NORTHWEST OF SOUTH CONGAREE.
 AC6708'OWNERSHIP--JANET SHELLEY, 89 STEELE ROAD, WEST COLUMBIA.  TO REACH THE
 AC6708'STATION FROM THE JUNCTION OF INTERSTATE 20 AND U.S.  HIGHWAY 1
 AC6708'(AUGUSTA ROAD (EXIT 58) ), 2.4 MILES (3.9 KM) EAST OF LEXINGTON, GO
 AC6708'EAST ON U.S.  HIGHWAY 1 FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF
 AC6708'STATE ROAD 1082 (KITTIWAKE DRIVE) , TURN RIGHT ON ROAD 1082 FOR 1.9
 AC6708'MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 168 (EMMANUEL CHURCH
 AC6708'ROAD) , TURN LEFT ON STATE ROAD 168 FOR 0.85 MILE (1.37 KM) TO THE
 AC6708'JUNCTION OF STATE ROAD 104 (OLD BARNWELL ROAD) , TURN RIGHT ON ROAD
 AC6708'104 FOR 0.8 MILE (1.3 KM) TO THE JUNCTION OF STATE ROAD 957 (STEELE
 AC6708'ROAD) , TURN LEFT ON ROAD 957 FOR 0.35 MILE (0.56 KM) TO THE STATION
 AC6708'NEAR A FENCE LINE IN THE SIDE YARD OF A WOOD-SIDED HOUSE IN THE
 AC6708'SOUTHEAST ANGLE OF A SAND ROAD (ATLAS ROAD) .  STATION IS A CONCRETE
 AC6708'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW ROAD 957, 59.2
 AC6708'FEET (18.0 M) WEST NORTHWEST OF THE WEST CORNER OF THE GARAGE OF THE
 AC6708'HOUSE, 66.8 FEET (20.4 M) NORTHEAST OF A POWER POLE 195703E WITH TWO
 AC6708'GUY WIRES AND A TRANSFORMER, 6.3 FEET (1.9 M) NORTH NORTHEAST OF THE
 AC6708'NORTHERN MOST WOOD AND WIRE FENCE END POST WITH A SCGS REFERENCE
 AC6708'WASHER ATTACHED, 50.3 FEET (15.3 M) EAST SOUTHEAST OF THE CENTER OF
 AC6708'ROAD 957 AND THE EXTENDED CENTER OF ATLAS ROAD, 25.3 FEET (7.7 M)
 AC6708'SOUTH OF A TELEPHONE JUNCTION BOX NUMBER 5151/018 WITH SUPPORT POST,
 AC6708'22.8 FEET (6.9 M) SOUTH SOUTHEAST OF A WITNESS POST.  DESCRIBED BY
 AC6708'R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6706 ***********************************************************************
 AC6706  DESIGNATION -  32 080
 AC6706  PID         -  AC6706
 AC6706  STATE/COUNTY-  SC/LEXINGTON
 AC6706  USGS QUAD   -  LEXINGTON (1987)
 AC6706
 AC6706                         *CURRENT SURVEY CONTROL
 AC6706  ___________________________________________________________________
 AC6706* NAD 83(1986)-  33 56 05.     (N)    081 11 49.     (W)     SCALED    
 AC6706* NAVD 88     -        96.856  (meters)     317.77   (feet)  ADJUSTED  
 AC6706  ___________________________________________________________________
 AC6706  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AC6706  DYNAMIC HT  -          96.756 (meters)     317.44  (feet)  COMP
 AC6706  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 AC6706
 AC6706  VERT ORDER  -  FIRST     CLASS II
 AC6706
 AC6706.The horizontal coordinates were scaled from a topographic map and have
 AC6706.an estimated accuracy of +/- 6 seconds.
 AC6706
 AC6706.The orthometric height was determined by differential leveling
 AC6706.and adjusted by the National Geodetic Survey in May 1997..
 AC6706
 AC6706.The geoid height was determined by GEOID03.
 AC6706
 AC6706.The dynamic height is computed by dividing the NAVD 88
 AC6706.geopotential number by the normal gravity value computed on the
 AC6706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6706.degrees latitude (g = 980.6199 gals.).
 AC6706
 AC6706.The modeled gravity was interpolated from observed gravity values.
 AC6706
 AC6706;                    North         East    Units  Estimated Accuracy
 AC6706;SPC SC       -   233,050.      591,400.      MT  (+/- 180 meters Scaled)
 AC6706
 AC6706                          SUPERSEDED SURVEY CONTROL
 AC6706
 AC6706.No superseded survey control is available for this station.
 AC6706
 AC6706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT817549(NAD 83)
 AC6706_MARKER: DD = SURVEY DISK
 AC6706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6706_STAMPING: 32 080 1995
 AC6706_MARK LOGO: SCGS  
 AC6706_PROJECTION: FLUSH
 AC6706_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6706+STABILITY: SURFACE MOTION
 AC6706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6706+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 AC6706
 AC6706  HISTORY     - Date     Condition        Report By
 AC6706  HISTORY     - 1995     MONUMENTED       SCGS
 AC6706  HISTORY     - 20020108 GOOD             SCGS
 AC6706
 AC6706                          STATION DESCRIPTION
 AC6706
 AC6706'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6706'STATION IS LOCATED 4.0 MILES (6.4 KM) WEST NORTHWEST OF SOUTH
 AC6706'CONGAREE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 AC6706'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 AC6706'FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND U.S.  HIGHWAY 1
 AC6706'(AUGUSTA ROAD (EXIT 58) ), 2.4 MILES (3.9 KM) EAST OF LEXINGTON, GO
 AC6706'EAST ON U.S.  HIGHWAY 1 FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF
 AC6706'STATE ROAD 1082 (KITTIWAKE DRIVE) , TURN RIGHT ON ROAD 1082 FOR 1.9
 AC6706'MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 168 (EMMANUEL CHURCH
 AC6706'ROAD) , TURN LEFT ON ROAD 168 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION
 AC6706'OF STATE ROAD 104 (OLD BARNWELL ROAD) , TURN RIGHT ON ROAD 104 FOR 1.8
 AC6706'MILES (2.9 KM) TO THE STATION NEAR A POWER POLE IN THE NORTHWEST ANGLE
 AC6706'OF THE JUNCTION OF STATE ROAD 686 (MAC CIRCLE LEFT AND SHIRWAY ROAD
 AC6706'RIGHT) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 AC6706'FOOT (15.2 CM) BELOW THE ROADS, 33.9 FEET (10.3 M) NORTH OF THE CENTER
 AC6706'OF ROAD 104, 34.3 FEET (10.5 M) WEST SOUTHWEST OF THE CENTER OF ROAD
 AC6706'686, 4.6 FEET (1.4 M) WEST OF THE POWER POLE WITH A SCGS REFERENCE
 AC6706'WASHER ATTACHED, 159.6 FEET (48.6 M) EAST SOUTHEAST OF THE SOUTH
 AC6706'CORNER OF A BRICK FRONT PORCH OF A WOOD-SIDED HOUSE (870 SHIRWAY ROAD)
 AC6706', 9.5 FEET (2.9 M) NORTHWEST OF A WITNESS POST. DESCRIBED BY R.W.
 AC6706'ROBERTS
 AC6706
 AC6706                          STATION RECOVERY (2002)
 AC6706
 AC6706'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6706'STATION IS LOCATED 3.9 MILES SOUTHEAST OF LEXINGTON. OWNERSHIP--SCDOT,
 AC6706'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AC6706'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6706'INTERSTATE 20 (EXIT 58) AND U.S.  HIGHWAY 1 (AUGUSTA ROAD), 2.3 MILES
 AC6706'EAST OF LEXINGTON, GO EAST ON HIGHWAY 1 FOR 1.4  MILES TO THE JUNCTION
 AC6706'OF STATE ROAD 1082 (KITTI WAKE DRIVE), TURN RIGHT ON ROAD 1082  FOR
 AC6706'1.9 MILES TO THE JUNCTION OF STATE ROAD 168 (EMANUEL CHURCH ROAD),
 AC6706'TURN  LEFT ON ROAD 168 FOR 0.8 MILE TO THE JUNCTION OF STATE ROAD 104
 AC6706'(OLD BARNWELL  ROAD), TURN RIGHT ON ROAD 104 FOR 1.8 MILES TO THE
 AC6706'STATION ON THE RIGHT NEAR A  POWER POLE IN THE NORTHWEST ANGLE OF THE
 AC6706'JUNCTION OF STATE ROAD 686 (SHIRWAY  ROAD) RIGHT AND MAC CIRCLE LEFT.
 AC6706'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 AC6706'ROAD 104, 34.2  FEET NORTH OF THE CENTER OF ROAD 104, 34.7 FEET WEST
 AC6706'OF THE CENTER OF ROAD 686, 4.6  FEET WEST OF A POWER LINE STUB POLE
 AC6706'WITH A SCGS REFERENCE WASHER ATTACHED, 92.3  FEET EAST OF THE EAST END
 AC6706'OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY  TO A
 AC6706'WOOD-SIDED HOUSE NUMBER 670, 176.2 FEET SOUTH OF THE SOUTH END OF A
 AC6706'1.2-FOOT  CONCRETE PIPE CULVERT BENEATH A DRIVEWAY FOR A WOOD-SIDED
 AC6706'HOUSE NUMBER 670, 9.4  FEET NORTHWEST OF A WITNESS POST. NOTE-STATION
 AC6706'IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY R.P.
 AC6706'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6705 ***********************************************************************
 AC6705  DESIGNATION -  32 081
 AC6705  PID         -  AC6705
 AC6705  STATE/COUNTY-  SC/LEXINGTON
 AC6705  USGS QUAD   -  LEXINGTON (1987)
 AC6705
 AC6705                         *CURRENT SURVEY CONTROL
 AC6705  ___________________________________________________________________
 AC6705* NAD 83(1986)-  33 56 34.     (N)    081 11 54.     (W)     SCALED    
 AC6705* NAVD 88     -       105.857  (meters)     347.30   (feet)  ADJUSTED  
 AC6705  ___________________________________________________________________
 AC6705  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 AC6705  DYNAMIC HT  -         105.747 (meters)     346.94  (feet)  COMP
 AC6705  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 AC6705
 AC6705  VERT ORDER  -  FIRST     CLASS II
 AC6705
 AC6705.The horizontal coordinates were scaled from a topographic map and have
 AC6705.an estimated accuracy of +/- 6 seconds.
 AC6705
 AC6705.The orthometric height was determined by differential leveling
 AC6705.and adjusted by the National Geodetic Survey in May 1997..
 AC6705
 AC6705.The geoid height was determined by GEOID03.
 AC6705
 AC6705.The dynamic height is computed by dividing the NAVD 88
 AC6705.geopotential number by the normal gravity value computed on the
 AC6705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6705.degrees latitude (g = 980.6199 gals.).
 AC6705
 AC6705.The modeled gravity was interpolated from observed gravity values.
 AC6705
 AC6705;                    North         East    Units  Estimated Accuracy
 AC6705;SPC SC       -   233,950.      591,270.      MT  (+/- 180 meters Scaled)
 AC6705
 AC6705                          SUPERSEDED SURVEY CONTROL
 AC6705
 AC6705.No superseded survey control is available for this station.
 AC6705
 AC6705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT816558(NAD 83)
 AC6705_MARKER: DD = SURVEY DISK
 AC6705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6705_STAMPING: 32 081 1995
 AC6705_MARK LOGO: SCGS  
 AC6705_PROJECTION: FLUSH
 AC6705_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6705+STABILITY: SURFACE MOTION
 AC6705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6705+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 AC6705
 AC6705  HISTORY     - Date     Condition        Report By
 AC6705  HISTORY     - 1995     MONUMENTED       SCGS
 AC6705  HISTORY     - 20020108 GOOD             SCGS
 AC6705
 AC6705                          STATION DESCRIPTION
 AC6705
 AC6705'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6705'STATION IS LOCATED 3.45 MILES (5.55 KM) SOUTHWEST OF LEXINGTON.
 AC6705'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6705'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6705'JUNCTION OF INTERSTATE 20 AND U.S.  HIGHWAY 1 (AUGUSTA ROAD (EXIT 58)
 AC6705'), 2.4 MILES (3.9 KM) EAST OF LEXINGTON, GO EAST ON U.S.  HIGHWAY 1
 AC6705'FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF STATE ROAD 1082 (KITTIWAKE
 AC6705'DRIVE) , TURN RIGHT ON ROAD 1082 FOR 3.15 MILES (5.07 KM) TO THE
 AC6705'JUNCTION OF STATE ROAD 686 (SHIRWAY ROAD) , TURN LEFT ON ROAD 686 FOR
 AC6705'0.45 MILE (0.72 KM) TO THE STATION NEAR A POWER POLE IN THE NORTHWEST
 AC6705'ANGLE OF THE JUNCTION OF STATE ROAD 1686.  STATION IS A CONCRETE POST
 AC6705'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE ROAD 686, 36.0 FEET
 AC6705'(11.0 M) NORTH NORTHWEST OF THE EXTENDED CENTER OF ROAD 1686 (ENTRANCE
 AC6705'TO WRENWOOD) , 35.2 FEET (10.7 M) WEST NORTHWEST OF THE CENTER OF ROAD
 AC6705'686, 4.4 FEET (1.3 M) NORTH OF THE POWER POLE NUMBER 5376/75 WITH TWO
 AC6705'GUY WIRES AND A STREET LIGHT, 103.8 FEET (31.6 M) EAST NORTHEAST OF A
 AC6705'FIRE HYDRANT, 13.2 FEET (4.0 M) SOUTHWEST OF A WITNESS POST.
 AC6705'DESCRIBED BY R.W.  ROBERTS
 AC6705
 AC6705                          STATION RECOVERY (2002)
 AC6705
 AC6705'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6705'STATION IS LOCATED 3.4 MILES SOUTHEAST OF LEXINGTON. OWNERSHIP--SCDOT,
 AC6705'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AC6705'803-737-1350.
 AC6705' 
 AC6705'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 (EXIT
 AC6705'58) AND U.S.  HIGHWAY 1 (AUGUSTA ROAD), 2.3 MILES EAST OF LEXINGTON,
 AC6705'GO EAST ON HIGHWAY 1 FOR 1.4  MILES TO THE JUNCTION OF STATE ROAD 1082
 AC6705'(KITTI WAKE DRIVE), TURN RIGHT ON ROAD 1082  FOR 1.9 MILES TO THE
 AC6705'JUNCTION OF STATE ROAD 168 (EMANUEL CHURCH ROAD), CONTINUE ON  ROAD
 AC6705'168 FOR 1.25 MILES TO THE JUNCTION OF STATE ROAD 686 (SHIRWAY ROAD),
 AC6705'TURN LEFT  ON ROAD 686 FOR 0.45 MILE TO THE STATION ON THE RIGHT NEAR
 AC6705'A POWER POLE IN THE  NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD
 AC6705'1686 (WRENWOOD WAY).
 AC6705' 
 AC6705'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 AC6705'THE ROADS, 35.4 FEET  WEST NORTHWEST OF THE CENTER OF ROAD 686, 4.4
 AC6705'FEET NORTH NORTHEAST OF THE POWER POLE  NUMBER 5376/100 WITH A
 AC6705'SECURITY LIGHT AND TWO GUY WIRES, 5.7 FEET NORTH NORTHEAST OF A
 AC6705'TELEPHONE JUNCTION BOX 4491/01A, 12.3 FEET SOUTH SOUTHEAST OF A
 AC6705'1.2-FOOT PINE TREE WITH A  SCGS REFERENCE WASHER ATTACHED, 103.9 FEET
 AC6705'EAST OF A FIRE HYDRANT NUMBER 24-076, 13.1  FEET SOUTHWEST OF A
 AC6705'WITNESS POST.
 AC6705' 
 AC6705'RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6730 ***********************************************************************
 AC6730  DESIGNATION -  32 082
 AC6730  PID         -  AC6730
 AC6730  STATE/COUNTY-  SC/LEXINGTON
 AC6730  USGS QUAD   -  PELION EAST (1982)
 AC6730
 AC6730                         *CURRENT SURVEY CONTROL
 AC6730  ___________________________________________________________________
 AC6730* NAD 83(1986)-  33 52 16.     (N)    081 12 42.     (W)     SCALED    
 AC6730* NAVD 88     -       127.808  (meters)     419.32   (feet)  ADJUSTED  
 AC6730  ___________________________________________________________________
 AC6730  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AC6730  DYNAMIC HT  -         127.675 (meters)     418.88  (feet)  COMP
 AC6730  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 AC6730
 AC6730  VERT ORDER  -  FIRST     CLASS II
 AC6730
 AC6730.The horizontal coordinates were scaled from a topographic map and have
 AC6730.an estimated accuracy of +/- 6 seconds.
 AC6730
 AC6730.The orthometric height was determined by differential leveling
 AC6730.and adjusted by the National Geodetic Survey in May 1997..
 AC6730
 AC6730.The geoid height was determined by GEOID03.
 AC6730
 AC6730.The dynamic height is computed by dividing the NAVD 88
 AC6730.geopotential number by the normal gravity value computed on the
 AC6730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6730.degrees latitude (g = 980.6199 gals.).
 AC6730
 AC6730.The modeled gravity was interpolated from observed gravity values.
 AC6730
 AC6730;                    North         East    Units  Estimated Accuracy
 AC6730;SPC SC       -   226,000.      590,020.      MT  (+/- 180 meters Scaled)
 AC6730
 AC6730                          SUPERSEDED SURVEY CONTROL
 AC6730
 AC6730.No superseded survey control is available for this station.
 AC6730
 AC6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT804478(NAD 83)
 AC6730_MARKER: DD = SURVEY DISK
 AC6730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6730_STAMPING: 32 082 1995
 AC6730_MARK LOGO: SCGS  
 AC6730_PROJECTION: FLUSH
 AC6730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6730+STABILITY: SURFACE MOTION
 AC6730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6730+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AC6730
 AC6730  HISTORY     - Date     Condition        Report By
 AC6730  HISTORY     - 1995     MONUMENTED       SCGS
 AC6730  HISTORY     - 20011212 GOOD             SCGS
 AC6730
 AC6730                          STATION DESCRIPTION
 AC6730
 AC6730'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6730'STATION IS LOCATED 5.2 MILES (8.4 KM) SOUTHWEST OF SOUTH CONGAREE, 7.4
 AC6730'MILES (11.9 KM) NORTHWEST OF GASTON.  OWNERSHIP--LEXINGTON COUNTY ROAD
 AC6730'RIGHT OF WAY.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE
 AC6730'HIGHWAYS 6 (SOUTH LAKE DRIVE) AND 302 (EDMUND HIGHWAY) , 5.2 MILES
 AC6730'(8.4 KM) SOUTHWEST OF SOUTH CONGAREE, GO NORTH ON HIGHWAY 6 FOR 0.95
 AC6730'MILE (1.53 KM) TO A SAND ROAD LEFT (DARALYN DRIVE) , TURN LEFT ON
 AC6730'DARALYN DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR
 AC6730'A DEAD-END SIGN.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AC6730'1.0 FOOT (0.3 M) ABOVE THE ROAD, 17.3 FEET (5.3 M) NORTH OF THE CENTER
 AC6730'OF THE ROAD, 120.2 FEET (36.6 M) WEST SOUTHWEST OF THE CENTER OF THE
 AC6730'HIGHWAY, 86.8 FEET (26.5 M) WEST SOUTHWEST OF A POWER POLE 197G/234345
 AC6730'WITH A GUY WIRE, 109.6 FEET (33.4 M) WEST OF THE ROAD NAME SIGN POST,
 AC6730'4.2 FEET (1.3 M) EAST NORTHEAST OF A WITNESS POST BESIDE THE DEAD-END
 AC6730'SIGN.  DESCRIBED BY C.E.  GEOGHEGAN.
 AC6730
 AC6730                          STATION RECOVERY (2001)
 AC6730
 AC6730'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6730'STATION IS LOCATED 5.1 MILES SOUTHWEST OF SOUTH CONGAREE, 7.7 MILES
 AC6730'SOUTH OF LEXINGTON.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AC6730'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350.
 AC6730' 
 AC6730'TO REACH THE STATION FROM THE NORTH  JUNCTION OF STATE HIGHWAYS 6
 AC6730'(SOUTH  LAKE DRIVE) AND 302 (EDMUND HIGHWAY), 7.2 MILES NORTH
 AC6730'NORTHEAST OF PELION, GO  NORTHWEST ON HIGHWAY 6 FOR 0.9 MILE TO THE
 AC6730'JUNCTION OF A DIRT ROAD (DARALYNN DRIVE),  TURN LEFT ON THE DIRT ROAD
 AC6730'FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR A ROAD SIGN  (NOT A
 AC6730'THROUGH STREET).
 AC6730' 
 AC6730'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET ABOVE
 AC6730'THE ROAD, 120.0 FEET  WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 AC6730'16.5 FEET NORTH OF THE CENTER OF THE  DIRT ROAD, 86.5 FEET WEST
 AC6730'SOUTHWEST OF A POWER POLE NUMBER 234345 WITH GUY WIRE, 88.5  FEET WEST
 AC6730'SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 2620, 14.2 FEET SOUTHEAST
 AC6730'OF A  0.8-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 4.6
 AC6730'FEET NORTHEAST OF A  WITNESS POST BESIDE THE ROAD SIGN POST.
 AC6730' 
 AC6730'RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6738 ***********************************************************************
 AC6738  DESIGNATION -  32 083
 AC6738  PID         -  AC6738
 AC6738  STATE/COUNTY-  SC/LEXINGTON
 AC6738  USGS QUAD   -  PELION EAST (1982)
 AC6738
 AC6738                         *CURRENT SURVEY CONTROL
 AC6738  ___________________________________________________________________
 AC6738* NAD 83(1986)-  33 51 03.     (N)    081 12 25.     (W)     SCALED    
 AC6738* NAVD 88     -       144.389  (meters)     473.72   (feet)  ADJUSTED  
 AC6738  ___________________________________________________________________
 AC6738  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 AC6738  DYNAMIC HT  -         144.239 (meters)     473.22  (feet)  COMP
 AC6738  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 AC6738
 AC6738  VERT ORDER  -  FIRST     CLASS II
 AC6738
 AC6738.The horizontal coordinates were scaled from a topographic map and have
 AC6738.an estimated accuracy of +/- 6 seconds.
 AC6738
 AC6738.The orthometric height was determined by differential leveling
 AC6738.and adjusted by the National Geodetic Survey in May 1997..
 AC6738
 AC6738.The geoid height was determined by GEOID03.
 AC6738
 AC6738.The dynamic height is computed by dividing the NAVD 88
 AC6738.geopotential number by the normal gravity value computed on the
 AC6738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6738.degrees latitude (g = 980.6199 gals.).
 AC6738
 AC6738.The modeled gravity was interpolated from observed gravity values.
 AC6738
 AC6738;                    North         East    Units  Estimated Accuracy
 AC6738;SPC SC       -   223,750.      590,450.      MT  (+/- 180 meters Scaled)
 AC6738
 AC6738                          SUPERSEDED SURVEY CONTROL
 AC6738
 AC6738.No superseded survey control is available for this station.
 AC6738
 AC6738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT808456(NAD 83)
 AC6738_MARKER: DD = SURVEY DISK
 AC6738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6738_STAMPING: 32 083 1995
 AC6738_MARK LOGO: SCGS  
 AC6738_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6738+STABILITY: SURFACE MOTION
 AC6738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6738+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6738
 AC6738  HISTORY     - Date     Condition        Report By
 AC6738  HISTORY     - 1995     MONUMENTED       SCGS
 AC6738
 AC6738                          STATION DESCRIPTION
 AC6738
 AC6738'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6738'STATION IS LOCATED 5.85 MILES (9.41 KM) SOUTHWEST OF SOUTH CONGAREE,
 AC6738'6.45 MILES (10.38 KM) NORTH NORTHEAST OF PELION.  OWNERSHIP--RITA
 AC6738'LITTLE, 6068 EDMUND HIGHWAY, LEXINGTON, SC 29073, PHONE 803-755-6147.
 AC6738'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 6 AND
 AC6738'302 (EDMUND HIGHWAY) , 5.2 MILES (8.4 KM) SOUTHWEST OF SOUTH CONGAREE,
 AC6738'GO SOUTH SOUTHWEST ON HIGHWAYS 6 AND 302 FOR 0.65 MILE (1.05 KM) TO
 AC6738'THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A GRAVEL
 AC6738'DRIVEWAY LEADING TO A MASONITE SHINGLE-SIDED HOUSE NUMBER 6068, 0.4
 AC6738'MILE (0.6 KM) NORTH NORTHEAST OF STATE ROAD 624 (CRYSTAL SPRINGS
 AC6738'DRIVE) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0
 AC6738'FEET (0.9 M) BELOW THE HIGHWAY, 69.5 FEET (21.2 M) WEST NORTHWEST OF
 AC6738'THE CENTER OF THE HIGHWAY, 34.4 FEET (10.5 M) WEST NORTHWEST OF THE
 AC6738'POWER POLE WITH A TRANSFORMER, 53.0 FEET (16.2 M) EAST SOUTHEAST OF
 AC6738'THE NORTHEAST CORNER OF THE BRICK FOUNDATION OF THE WRAP-AROUND PORCH
 AC6738'OF THE HOUSE, 41.2 FEET (12.6 M) NORTHEAST OF THE NORTHEAST CORNER OF
 AC6738'THE WELL HOUSE, 63.1 FEET (19.2 M) EAST NORTHEAST OF A POWER POLE WITH
 AC6738'A BIRD HOUSE, 35.5 FEET (10.8 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 AC6738'DRIVEWAY.  DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6775 ***********************************************************************
 AC6775  DESIGNATION -  32 084
 AC6775  PID         -  AC6775
 AC6775  STATE/COUNTY-  SC/LEXINGTON
 AC6775  USGS QUAD   -  PELION EAST (1982)
 AC6775
 AC6775                         *CURRENT SURVEY CONTROL
 AC6775  ___________________________________________________________________
 AC6775* NAD 83(1986)-  33 49 47.     (N)    081 12 12.     (W)     SCALED    
 AC6775* NAVD 88     -       165.925  (meters)     544.37   (feet)  ADJUSTED  
 AC6775  ___________________________________________________________________
 AC6775  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AC6775  DYNAMIC HT  -         165.753 (meters)     543.81  (feet)  COMP
 AC6775  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 AC6775
 AC6775  VERT ORDER  -  FIRST     CLASS II
 AC6775
 AC6775.The horizontal coordinates were scaled from a topographic map and have
 AC6775.an estimated accuracy of +/- 6 seconds.
 AC6775
 AC6775.The orthometric height was determined by differential leveling
 AC6775.and adjusted by the National Geodetic Survey in May 1997..
 AC6775
 AC6775.The geoid height was determined by GEOID03.
 AC6775
 AC6775.The dynamic height is computed by dividing the NAVD 88
 AC6775.geopotential number by the normal gravity value computed on the
 AC6775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6775.degrees latitude (g = 980.6199 gals.).
 AC6775
 AC6775.The modeled gravity was interpolated from observed gravity values.
 AC6775
 AC6775;                    North         East    Units  Estimated Accuracy
 AC6775;SPC SC       -   221,410.      590,780.      MT  (+/- 180 meters Scaled)
 AC6775
 AC6775                          SUPERSEDED SURVEY CONTROL
 AC6775
 AC6775.No superseded survey control is available for this station.
 AC6775
 AC6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT811432(NAD 83)
 AC6775_MARKER: DD = SURVEY DISK
 AC6775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6775_STAMPING: 32 084 1995
 AC6775_MARK LOGO: SCGS  
 AC6775_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6775+STABILITY: SURFACE MOTION
 AC6775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6775+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6775
 AC6775  HISTORY     - Date     Condition        Report By
 AC6775  HISTORY     - 1995     MONUMENTED       SCGS
 AC6775  HISTORY     - 19970127 GOOD             SCGS
 AC6775
 AC6775                          STATION DESCRIPTION
 AC6775
 AC6775'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6775'STATION IS LOCATED 5.15 MILES (8.29 KM) NORTHEAST OF PELION, 5.95
 AC6775'MILES (9.58 KM) WEST OF GASTON.  OWNERSHIP--KATIE JEFFCOAT, 3520
 AC6775'HIGHWAY 6, LEXINGTON, SC 29073, PHONE 803-955-9963.  TO REACH THE
 AC6775'STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 6 AND 302 (EDMUND
 AC6775'HIGHWAY) , 5.55 MILES (8.93 KM) NORTH NORTHEAST OF PELION.  GO SOUTH
 AC6775'ON HIGHWAY 6 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 635
 AC6775'(BETHEL CHURCH ROAD) , CONTINUE ON HIGHWAY 6 FOR 0.2 MILE (0.3 KM) TO
 AC6775'THE STATION ON THE LEFT NEAR A BRICK AND STAINED WOOD HOUSE.  STATION
 AC6775'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 AC6775'106.8 FEET (32.6 M) EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 22.4
 AC6775'FEET (6.8 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 40.8
 AC6775'FEET (12.4 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE GARAGE, 54.5
 AC6775'FEET (16.6 M) NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 AC6775'ATTACHED, 66.2 FEET (20.2 M) WEST OF A SATELLITE DISH POST.  DESCRIBED
 AC6775'BY C.E.  GEOGHEGAN.
 AC6775
 AC6775                          STATION RECOVERY (1997)
 AC6775
 AC6775'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AC6775'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6773 ***********************************************************************
 AC6773  DESIGNATION -  32 085
 AC6773  PID         -  AC6773
 AC6773  STATE/COUNTY-  SC/LEXINGTON
 AC6773  USGS QUAD   -  PELION EAST (1982)
 AC6773
 AC6773                         *CURRENT SURVEY CONTROL
 AC6773  ___________________________________________________________________
 AC6773* NAD 83(1986)-  33 49 02.     (N)    081 10 37.     (W)     SCALED    
 AC6773* NAVD 88     -       160.043  (meters)     525.07   (feet)  ADJUSTED  
 AC6773  ___________________________________________________________________
 AC6773  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AC6773  DYNAMIC HT  -         159.876 (meters)     524.53  (feet)  COMP
 AC6773  MODELED GRAV-     979,590.8   (mgal)                       NAVD 88
 AC6773
 AC6773  VERT ORDER  -  FIRST     CLASS II
 AC6773
 AC6773.The horizontal coordinates were scaled from a topographic map and have
 AC6773.an estimated accuracy of +/- 6 seconds.
 AC6773
 AC6773.The orthometric height was determined by differential leveling
 AC6773.and adjusted by the National Geodetic Survey in May 1997..
 AC6773
 AC6773.The geoid height was determined by GEOID03.
 AC6773
 AC6773.The dynamic height is computed by dividing the NAVD 88
 AC6773.geopotential number by the normal gravity value computed on the
 AC6773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6773.degrees latitude (g = 980.6199 gals.).
 AC6773
 AC6773.The modeled gravity was interpolated from observed gravity values.
 AC6773
 AC6773;                    North         East    Units  Estimated Accuracy
 AC6773;SPC SC       -   220,020.      593,220.      MT  (+/- 180 meters Scaled)
 AC6773
 AC6773                          SUPERSEDED SURVEY CONTROL
 AC6773
 AC6773.No superseded survey control is available for this station.
 AC6773
 AC6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT836419(NAD 83)
 AC6773_MARKER: DD = SURVEY DISK
 AC6773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6773_STAMPING: 32 085 1995
 AC6773_MARK LOGO: SCGS  
 AC6773_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6773+STABILITY: SURFACE MOTION
 AC6773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6773+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6773
 AC6773  HISTORY     - Date     Condition        Report By
 AC6773  HISTORY     - 1995     MONUMENTED       SCGS
 AC6773  HISTORY     - 19970127 GOOD             SCGS
 AC6773
 AC6773                          STATION DESCRIPTION
 AC6773
 AC6773'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6773'STATION IS LOCATED 4.4 MILES (7.1 KM) WEST OF GASTON, 5.4 MILES (8.7
 AC6773'KM) NORTHEAST OF PELION.  OWNERSHIP--MITTIE MAE MARTIN, 1091
 AC6773'MEADOWFIELD ROAD, GASTON, SC 29053, PHONE 803-755-3476.  TO REACH THE
 AC6773'STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 6 AND 302 (EDMUND
 AC6773'HIGHWAY) , 5.55 MILES (8.93 KM) NORTH NORTHEAST OF PELION.  GO SOUTH
 AC6773'ON HIGHWAY 6 FOR 1.65 MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 65
 AC6773'(MEADOWFIELD ROAD) , TURN LEFT ON ROAD 65 FOR 1.15 MILES (1.85 KM) TO
 AC6773'THE STATION NEAR A POWER POLE IN THE YARD OF A WOOD-SIDED HOUSE IN THE
 AC6773'SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 73 (FISH HATCHERY ROAD)
 AC6773'.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AC6773'ROAD 73, 97.4 FEET (29.7 M) SOUTHEAST OF THE CENTER OF ROAD 73, 193.5
 AC6773'FEET (59.0 M) SOUTH OF THE CENTER OF ROAD 65, 10.3 FEET (3.1 M) WEST
 AC6773'OF THE POWER POLE WITH A SECURITY LIGHT, 51.0 FEET (15.5 M) SOUTHWEST
 AC6773'OF THE SOUTHWEST CORNER OF THE HOUSE, 65.0 FEET (19.8 M) EAST
 AC6773'SOUTHEAST OF A POWER POLE 1949A WITH A TRANSFORMER AND TWO GUY WIRES,
 AC6773'11.5 FEET (3.5 M) SOUTHWEST OF A CLOTHES LINE POLE.  DESCRIBED BY C.E.
 AC6773'GEOGHEGAN.
 AC6773
 AC6773                          STATION RECOVERY (1997)
 AC6773
 AC6773'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AC6773'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6772 ***********************************************************************
 AC6772  DESIGNATION -  32 086
 AC6772  PID         -  AC6772
 AC6772  STATE/COUNTY-  SC/LEXINGTON
 AC6772  USGS QUAD   -  PELION EAST (1982)
 AC6772
 AC6772                         *CURRENT SURVEY CONTROL
 AC6772  ___________________________________________________________________
 AC6772* NAD 83(1986)-  33 48 57.     (N)    081 09 27.     (W)     SCALED    
 AC6772* NAVD 88     -       145.397  (meters)     477.02   (feet)  ADJUSTED  
 AC6772  ___________________________________________________________________
 AC6772  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 AC6772  DYNAMIC HT  -         145.246 (meters)     476.53  (feet)  COMP
 AC6772  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 AC6772
 AC6772  VERT ORDER  -  FIRST     CLASS II
 AC6772
 AC6772.The horizontal coordinates were scaled from a topographic map and have
 AC6772.an estimated accuracy of +/- 6 seconds.
 AC6772
 AC6772.The orthometric height was determined by differential leveling
 AC6772.and adjusted by the National Geodetic Survey in May 1997..
 AC6772
 AC6772.The geoid height was determined by GEOID03.
 AC6772
 AC6772.The dynamic height is computed by dividing the NAVD 88
 AC6772.geopotential number by the normal gravity value computed on the
 AC6772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6772.degrees latitude (g = 980.6199 gals.).
 AC6772
 AC6772.The modeled gravity was interpolated from observed gravity values.
 AC6772
 AC6772;                    North         East    Units  Estimated Accuracy
 AC6772;SPC SC       -   219,860.      595,020.      MT  (+/- 180 meters Scaled)
 AC6772
 AC6772                          SUPERSEDED SURVEY CONTROL
 AC6772
 AC6772.No superseded survey control is available for this station.
 AC6772
 AC6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT854417(NAD 83)
 AC6772_MARKER: DD = SURVEY DISK
 AC6772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6772_STAMPING: 32 086 1995
 AC6772_MARK LOGO: SCGS  
 AC6772_PROJECTION: FLUSH
 AC6772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6772+STABILITY: SURFACE MOTION
 AC6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6772+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2001
 AC6772
 AC6772  HISTORY     - Date     Condition        Report By
 AC6772  HISTORY     - 1995     MONUMENTED       SCGS
 AC6772  HISTORY     - 20011204 GOOD             SCGS
 AC6772
 AC6772                          STATION DESCRIPTION
 AC6772
 AC6772'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6772'STATION IS LOCATED 3.25 MILES (5.23 KM) WEST OF GASTON, 6.2 MILES
 AC6772'(10.0 KM) NORTHEAST OF PELION.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6772'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6772'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 AC6772'HIGHWAYS 6 AND 302 (EDMUND HIGHWAY) , 5.55 MILES (8.93 KM) SOUTHWEST
 AC6772'OF SOUTH CONGAREE, GO SOUTH ON HIGHWAY 6 FOR 1.65 MILES (2.66 KM) TO
 AC6772'THE JUNCTION OF STATE ROAD 65 (MEADOWFIELD ROAD) , TURN LEFT ON ROAD
 AC6772'65 FOR 2.3 MILES (3.7 KM) TO THE STATION NEAR A SECURITY LIGHT POLE IN
 AC6772'THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 663 (WOODTRAIL
 AC6772'DRIVE) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AC6772'WITH THE ROAD, 29.0 FEET (8.8 M) EAST SOUTHEAST OF THE CENTER OF ROAD
 AC6772'663, 119.3 FEET (36.4 M) SOUTH OF THE CENTER OF ROAD 65, 9.8 FEET (3.0
 AC6772'M) WEST NORTHWEST OF THE SECURITY LIGHT POLE NUMBER 247200, 63.3 FEET
 AC6772'(19.3 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE,
 AC6772'13.9 FEET (4.2 M) EAST NORTHEAST OF THE NORTH END OF A 1.2-FOOT
 AC6772'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY BLOCKED BY A CHAIN LINK FENCE
 AC6772'SURROUNDING THE HOUSE, 1.3 FEET (0.4 M) WEST NORTHWEST OF THE FENCE.
 AC6772'DESCRIBED BY C.E.  GEOGHEGAN.
 AC6772
 AC6772                          STATION RECOVERY (2001)
 AC6772
 AC6772'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6772'STATION IS LOCATED 3.25 MILES WEST OF GASTON, 12.3 MILES SOUTH
 AC6772'SOUTHEAST OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6772'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 AC6772'803-737-1350. TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 AC6772'HIGHWAYS 6 AND 302 (EDMUND  HIGHWAY), 5.7 MILES NORTH NORTHEAST OF
 AC6772'PELION, GO SOUTH ON HIGHWAY 6 FOR 1.65 MILES TO  THE JUNCTION OF STATE
 AC6772'ROAD 65 (MEADOWFIELD ROAD), TURN RIGHT ON ROAD 65 FOR 2.3 MILES TO
 AC6772'THE STATION ON THE RIGHT NEAR A SECURITY LIGHT POLE IN THE SOUTHEAST
 AC6772'ANGLE OF THE  JUNCTION OF STATE ROAD 663 (SHARPES HILL ROAD). STATION
 AC6772'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD 663, 29.3
 AC6772'FEET  EAST SOUTHEAST OF THE CENTER OF ROAD 663, 118.6 FEET SOUTH
 AC6772'SOUTHWEST OF THE CENTER  OF ROAD 65, 9.9 FEET WEST NORTHWEST OF THE
 AC6772'SECURITY LIGHT POLE NUMBER 247200, 63.7 FEET  NORTH NORTHWEST OF THE
 AC6772'NORTHWEST CORNER OF A BRICK HOUSE NUMBER 837, 13.9 FEET EAST
 AC6772'NORTHEAST OF THE NORTH END OF A 1.4-FOOT CONCRETE PIPE CULVERT BENEATH
 AC6772'A DRIVEWAY  BLOCKED BY A CHAIN LINK FENCE, 1.0 FOOT WEST NORTHWEST OF
 AC6772'THE CHAIN LINK FENCE LINE. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6771 ***********************************************************************
 AC6771  DESIGNATION -  32 087
 AC6771  PID         -  AC6771
 AC6771  STATE/COUNTY-  SC/LEXINGTON
 AC6771  USGS QUAD   -  PELION EAST (1982)
 AC6771
 AC6771                         *CURRENT SURVEY CONTROL
 AC6771  ___________________________________________________________________
 AC6771* NAD 83(1986)-  33 49 43.     (N)    081 09 03.     (W)     SCALED    
 AC6771* NAVD 88     -       133.602  (meters)     438.33   (feet)  ADJUSTED  
 AC6771  ___________________________________________________________________
 AC6771  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AC6771  DYNAMIC HT  -         133.463 (meters)     437.87  (feet)  COMP
 AC6771  MODELED GRAV-     979,591.7   (mgal)                       NAVD 88
 AC6771
 AC6771  VERT ORDER  -  FIRST     CLASS II
 AC6771
 AC6771.The horizontal coordinates were scaled from a topographic map and have
 AC6771.an estimated accuracy of +/- 6 seconds.
 AC6771
 AC6771.The orthometric height was determined by differential leveling
 AC6771.and adjusted by the National Geodetic Survey in May 1997..
 AC6771
 AC6771.The geoid height was determined by GEOID03.
 AC6771
 AC6771.The dynamic height is computed by dividing the NAVD 88
 AC6771.geopotential number by the normal gravity value computed on the
 AC6771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6771.degrees latitude (g = 980.6199 gals.).
 AC6771
 AC6771.The modeled gravity was interpolated from observed gravity values.
 AC6771
 AC6771;                    North         East    Units  Estimated Accuracy
 AC6771;SPC SC       -   221,280.      595,640.      MT  (+/- 180 meters Scaled)
 AC6771
 AC6771                          SUPERSEDED SURVEY CONTROL
 AC6771
 AC6771.No superseded survey control is available for this station.
 AC6771
 AC6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT860431(NAD 83)
 AC6771_MARKER: DD = SURVEY DISK
 AC6771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6771_STAMPING: 32 087 1995
 AC6771_MARK LOGO: SCGS  
 AC6771_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6771+STABILITY: SURFACE MOTION
 AC6771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6771+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6771
 AC6771  HISTORY     - Date     Condition        Report By
 AC6771  HISTORY     - 1995     MONUMENTED       SCGS
 AC6771
 AC6771                          STATION DESCRIPTION
 AC6771
 AC6771'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6771'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST OF GASTON.
 AC6771'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6771'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6771'SOUTH JUNCTION OF STATE HIGHWAYS 6 AND 302 (EDMUND HIGHWAY) , 5.55
 AC6771'MILES (8.93 KM) SOUTHWEST OF SOUTH CONGAREE, GO SOUTH ON HIGHWAY 6 FOR
 AC6771'1.65 MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 65 (MEADOWFIELD
 AC6771'ROAD) , TURN LEFT ON ROAD 65 FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF
 AC6771'STATE ROAD 663 (WOODTRAIL DRIVE) , TURN LEFT ON ROAD 663 FOR 0.9 MILE
 AC6771'(1.4 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A
 AC6771'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 31.8 FEET
 AC6771'(9.7 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 10.5 FEET (3.2 M)
 AC6771'NORTH NORTHWEST OF THE POWER POLE NUMBER 365413 WITH FOUR GUY WIRES,
 AC6771'61.5 FEET (18.7 M) NORTH OF THE EXTENDED CENTER OF A DRIVEWAY LEADING
 AC6771'EAST TO A BRICK HOUSE, 64.0 FEET (19.5 M) SOUTHWEST OF THE WEST END OF
 AC6771'A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 2.6 FEET (0.8 M)
 AC6771'SOUTH OF A PROPERTY CORNER IRON SEPARATING LOTS 40 AND 44, 10.9 FEET
 AC6771'(3.3 M) NORTH NORTHWEST OF A WITNESS POST.  DESCRIBED BY C.E.
 AC6771'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6766 ***********************************************************************
 AC6766  DESIGNATION -  32 088
 AC6766  PID         -  AC6766
 AC6766  STATE/COUNTY-  SC/LEXINGTON
 AC6766  USGS QUAD   -  GASTON (1982)
 AC6766
 AC6766                         *CURRENT SURVEY CONTROL
 AC6766  ___________________________________________________________________
 AC6766* NAD 83(1986)-  33 49 53.     (N)    081 07 13.     (W)     SCALED    
 AC6766* NAVD 88     -       103.451  (meters)     339.41   (feet)  ADJUSTED  
 AC6766  ___________________________________________________________________
 AC6766  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AC6766  DYNAMIC HT  -         103.343 (meters)     339.05  (feet)  COMP
 AC6766  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 AC6766
 AC6766  VERT ORDER  -  FIRST     CLASS II
 AC6766
 AC6766.The horizontal coordinates were scaled from a topographic map and have
 AC6766.an estimated accuracy of +/- 6 seconds.
 AC6766
 AC6766.The orthometric height was determined by differential leveling
 AC6766.and adjusted by the National Geodetic Survey in May 1997..
 AC6766
 AC6766.The geoid height was determined by GEOID03.
 AC6766
 AC6766.The dynamic height is computed by dividing the NAVD 88
 AC6766.geopotential number by the normal gravity value computed on the
 AC6766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6766.degrees latitude (g = 980.6199 gals.).
 AC6766
 AC6766.The modeled gravity was interpolated from observed gravity values.
 AC6766
 AC6766;                    North         East    Units  Estimated Accuracy
 AC6766;SPC SC       -   221,580.      598,470.      MT  (+/- 180 meters Scaled)
 AC6766
 AC6766                          SUPERSEDED SURVEY CONTROL
 AC6766
 AC6766.No superseded survey control is available for this station.
 AC6766
 AC6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT888434(NAD 83)
 AC6766_MARKER: DD = SURVEY DISK
 AC6766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6766_STAMPING: 32 088 1995
 AC6766_MARK LOGO: SCGS  
 AC6766_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6766+STABILITY: SURFACE MOTION
 AC6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6766+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6766
 AC6766  HISTORY     - Date     Condition        Report By
 AC6766  HISTORY     - 1995     MONUMENTED       SCGS
 AC6766
 AC6766                          STATION DESCRIPTION
 AC6766
 AC6766'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6766'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTHWEST OF GASTON.
 AC6766'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6766'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6766'SOUTH JUNCTION OF U.S.  HIGHWAYS 321, 21, 176 (CHARLESTON HIGHWAY) ,
 AC6766'2.6 MILES (4.2 KM) EAST SOUTHEAST OF PINERIDGE, GO SOUTH ON HIGHWAY
 AC6766'321 FOR 4.35 MILES (7.00 KM) TO THE JUNCTION OF STATE ROAD 663
 AC6766'(WOODTRAIL DRIVE) , TURN RIGHT ON ROAD 663 FOR 1.05 MILES (1.69 KM) TO
 AC6766'THE JUNCTION OF STATE ROAD 664 (BOY SCOUT ROAD) , CONTINUE ON ROAD 663
 AC6766'FOR 0.9 MILE (1.4 KM) TO THE STATION NEAR A FIRE HYDRANT IN THE SOUTH
 AC6766'ANGLE OF STAPLEFORD COURT.  STATION IS A CONCRETE POST FLUSH WITH THE
 AC6766'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 30.8 FEET (9.4 M) SOUTH
 AC6766'SOUTHEAST OF THE CENTER OF THE ROAD, 72.6 FEET (22.1 M) WEST SOUTHWEST
 AC6766'OF THE CENTER OF STAPLEFORD COURT, 7.5 FEET (2.3 M) SOUTH SOUTHEAST OF
 AC6766'THE FIRE HYDRANT, 85.0 FEET (25.9 M) NORTHEAST OF THE NORTHEAST CORNER
 AC6766'OF THE BRICK FRONT PORCH OF A YELLOW VINYL-SIDED HOUSE, 52.0 FEET
 AC6766'(15.8 M) EAST OF THE NORTHEAST CORNER OF A 3-FOOT SQUARE STORM DRAIN
 AC6766'NORTHEAST OF THE DRIVEWAY TO THE HOUSE, 101.7 FEET (31.0 M) SOUTH
 AC6766'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH PILLAR OF A BRICK SIGN
 AC6766'(EAGLE RIDGE) . DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6763 ***********************************************************************
 AC6763  DESIGNATION -  32 089
 AC6763  PID         -  AC6763
 AC6763  STATE/COUNTY-  SC/LEXINGTON
 AC6763  USGS QUAD   -  GASTON (1982)
 AC6763
 AC6763                         *CURRENT SURVEY CONTROL
 AC6763  ___________________________________________________________________
 AC6763* NAD 83(2001)-  33 50 22.37133(N)    081 06 28.77870(W)     ADJUSTED  
 AC6763* NAVD 88     -       142.324  (meters)     466.94   (feet)  ADJUSTED  
 AC6763  ___________________________________________________________________
 AC6763  X           -     819,741.822 (meters)                     COMP
 AC6763  Y           -  -5,239,544.480 (meters)                     COMP
 AC6763  Z           -   3,531,739.755 (meters)                     COMP
 AC6763  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AC6763  ELLIP HEIGHT-         111.21  (meters)          (05/06/05) GPS OBS
 AC6763  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AC6763  DYNAMIC HT  -         142.176 (meters)     466.46  (feet)  COMP
 AC6763  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 AC6763
 AC6763  HORZ ORDER  -  FIRST
 AC6763  VERT ORDER  -  FIRST     CLASS II
 AC6763  ELLP ORDER  -  FOURTH    CLASS II
 AC6763
 AC6763.The horizontal coordinates were established by GPS observations
 AC6763.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6763
 AC6763.The orthometric height was determined by differential leveling
 AC6763.and adjusted by the National Geodetic Survey in May 1997..
 AC6763
 AC6763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6763
 AC6763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6763
 AC6763.The ellipsoidal height was determined by GPS observations
 AC6763.and is referenced to NAD 83.
 AC6763
 AC6763.The geoid height was determined by GEOID03.
 AC6763
 AC6763.The dynamic height is computed by dividing the NAVD 88
 AC6763.geopotential number by the normal gravity value computed on the
 AC6763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6763.degrees latitude (g = 980.6199 gals.).
 AC6763
 AC6763.The modeled gravity was interpolated from observed gravity values.
 AC6763
 AC6763;                    North         East     Units Scale Factor Converg.
 AC6763;SPC SC       -   222,486.206   599,606.291   MT  0.99979805   -0 03 35.5
 AC6763;SPC SC       -   729,941.62  1,967,212.24   iFT  0.99979805   -0 03 35.5
 AC6763;UTM  17      - 3,744,370.809   490,008.266   MT  0.99960123   -0 03 36.5
 AC6763
 AC6763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6763!SPC SC       -   0.99998254  x   0.99979805  =   0.99978060
 AC6763!UTM  17      -   0.99998254  x   0.99960123  =   0.99958378
 AC6763
 AC6763                          SUPERSEDED SURVEY CONTROL
 AC6763
 AC6763  NAVD 88 (05/06/05)  142.32   (m)          466.9    (f) LEVELING    3  
 AC6763
 AC6763.Superseded values are not recommended for survey control.
 AC6763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6763.See file dsdata.txt to determine how the superseded data were derived.
 AC6763
 AC6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9000844371(NAD 83)
 AC6763_MARKER: DD = SURVEY DISK
 AC6763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6763_STAMPING: 32 089 1995
 AC6763_MARK LOGO: SCGS  
 AC6763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6763+STABILITY: SURFACE MOTION
 AC6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6763+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AC6763
 AC6763  HISTORY     - Date     Condition        Report By
 AC6763  HISTORY     - 1995     MONUMENTED       SCGS
 AC6763  HISTORY     - 20040630 GOOD             SCGS
 AC6763  HISTORY     - 20050217 GOOD             SUMASC
 AC6763
 AC6763                          STATION DESCRIPTION
 AC6763
 AC6763'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6763'STATION IS LOCATED 1.6 MILES (2.6 KM) NORTH NORTHWEST OF GASTON.
 AC6763'OWNERNSHIP--JONI S.  MORGAN, 452 BOY SCOUT ROAD, GASTON, SC 29053. TO
 AC6763'REACH THE STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAYS 21, 176,
 AC6763'AND 321 (CHARLESTON HIGHWAY) , 2.7 MILES (4.3 KM) EAST SOUTHEAST OF
 AC6763'PINERIDGE, GO SOUTH ON HIGHWAY 321 FOR 4.35 MILES (7.00 KM) TO THE
 AC6763'JUNCTION OF STATE ROAD 663 (WOODTRAIL DRIVE) , TURN RIGHT ON ROAD 663
 AC6763'FOR 1.05 MILES (1.69 KM) TO THE STATION IN THE FRONT YARD OF A BLUE
 AC6763'VINYL-SIDED HOUSE NUMBER 452 IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 AC6763'STATE ROAD 664 (BOY SCOUT ROAD) .  STATION IS A CONCRETE POST FLUSH
 AC6763'WITH THE GROUND AND LEVEL WITH THE ROAD, 73.0 FEET (22.3 M) SOUTH OF
 AC6763'THE CENTER OF ROAD 663, 60.7 FEET (18.5 M) EAST NORTHEAST OF THE
 AC6763'CENTER OF ROAD 664, 54.0 FEET (16.5 M) WEST NORTHWEST OF THE NORTH
 AC6763'CORNER OF THE HOUSE, 57.8 FEET (17.6 M) NORTH NORTHWEST OF THE WEST
 AC6763'CORNER OF THE HOUSE, 98.1 FEET (29.9 M) SOUTH OF A POWER POLE NUMBER
 AC6763'421199 WITH FOUR GUY WIRES, 88.8 FEET (27.1 M) EAST NORTHEAST OF A
 AC6763'POWER POLE NUMBER 0311742 WITH TWO GUY WIRES.  DESCRIBED BY C.E.
 AC6763'GEOGHEGAN.
 AC6763
 AC6763                          STATION RECOVERY (2004)
 AC6763
 AC6763'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AC6763'STATION IS LOCATED 1.6 MILES NORTH NORTHWEST OF GASTON, 12.2 MILES
 AC6763'SOUTHEAST OF  LEXINGTON. OWNERSHIP--UNKNOWN (HOUSE IS VACANT), 452 BOY
 AC6763'SCOUT ROAD, GASTON, SC 29503. TO REACH THE STATION FROM THE SOUTH
 AC6763'JUNCTION OF U.S. HIGHWAYS 321, 176 AND 21, 2.6 MILES  EAST SOUTHEAST
 AC6763'OF PINERIDGE, GO SOUTH ON HIGHWAY 321 FOR 4.4 MILES TO THE JUNCTION OF
 AC6763'STATE ROAD 663 (WOODTRAIL DRIVE), TURN RIGHT ON ROAD 663 FOR 1.0 MILE
 AC6763'TO THE STATION ON  THE LEFT IN THE FRONT YARD OF A BLUE VINYL-SIDED
 AC6763'HOUSE NUMBER 452 IN THE SOUTHEAST  ANGLE OF THE JUNCTION OF STATE ROAD
 AC6763'664 (BOY SCOUT ROAD). STATION IS A CONCRETE POST PROJECTING 0.1 FOOT
 AC6763'AND LEVEL WITH ROAD 663, 72.2 FEET  SOUTH OF THE CENTER OF ROAD 663,
 AC6763'60.2 FEET EAST NORTHEAST OF THE CENTER OF ROAD  664, 54.8  FEET WEST
 AC6763'NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 67.9 FEET NORTH  NORTHWEST
 AC6763'OF THE WEST CORNER OF THE HOUSE, 88.4 FEET EAST NORTHEAST OF A POWER
 AC6763'POLE NUMBER 0311742, 66.4 FEET EAST SOUTHEAST OF A RED FIRE HYDRANT.
 AC6763'RECOVERED BY J.B.  SMOAK.
 AC6763
 AC6763                          STATION RECOVERY (2005)
 AC6763
 AC6763'RECOVERY NOTE BY SURVEY AND MAPPING SERVICES OF SC INC 2005 (DCS)
 AC6763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6716 ***********************************************************************
 AC6716  DESIGNATION -  32 090
 AC6716  PID         -  AC6716
 AC6716  STATE/COUNTY-  SC/LEXINGTON
 AC6716  USGS QUAD   -  LEXINGTON (1987)
 AC6716
 AC6716                         *CURRENT SURVEY CONTROL
 AC6716  ___________________________________________________________________
 AC6716* NAD 83(1986)-  33 54 27.     (N)    081 09 08.     (W)     SCALED    
 AC6716* NAVD 88     -        61.073  (meters)     200.37   (feet)  ADJUSTED  
 AC6716  ___________________________________________________________________
 AC6716  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AC6716  DYNAMIC HT  -          61.010 (meters)     200.16  (feet)  COMP
 AC6716  MODELED GRAV-     979,601.2   (mgal)                       NAVD 88
 AC6716
 AC6716  VERT ORDER  -  FIRST     CLASS II
 AC6716
 AC6716.The horizontal coordinates were scaled from a topographic map and have
 AC6716.an estimated accuracy of +/- 6 seconds.
 AC6716
 AC6716.The orthometric height was determined by differential leveling
 AC6716.and adjusted by the National Geodetic Survey in May 1997..
 AC6716
 AC6716.The geoid height was determined by GEOID03.
 AC6716
 AC6716.The dynamic height is computed by dividing the NAVD 88
 AC6716.geopotential number by the normal gravity value computed on the
 AC6716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6716.degrees latitude (g = 980.6199 gals.).
 AC6716
 AC6716.The modeled gravity was interpolated from observed gravity values.
 AC6716
 AC6716;                    North         East    Units  Estimated Accuracy
 AC6716;SPC SC       -   230,030.      595,530.      MT  (+/- 180 meters Scaled)
 AC6716
 AC6716                          SUPERSEDED SURVEY CONTROL
 AC6716
 AC6716.No superseded survey control is available for this station.
 AC6716
 AC6716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT859519(NAD 83)
 AC6716_MARKER: DD = SURVEY DISK
 AC6716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6716_STAMPING: 32 090 1995
 AC6716_MARK LOGO: SCGS  
 AC6716_PROJECTION: FLUSH
 AC6716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6716+STABILITY: SURFACE MOTION
 AC6716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6716+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2002
 AC6716
 AC6716  HISTORY     - Date     Condition        Report By
 AC6716  HISTORY     - 1995     MONUMENTED       SCGS
 AC6716  HISTORY     - 20020109 GOOD             SCGS
 AC6716
 AC6716                          STATION DESCRIPTION
 AC6716
 AC6716'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6716'STATION IS LOCATED 1.0 MILE (1.6 KM) WEST SOUTHWEST OF SOUTH CONGAREE.
 AC6716'OWNERSHIP--DIANE COKER, 521 RAMBLIN ROAD, WEST COLUMBIA, SC 29170.  TO
 AC6716'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE
 AC6716'DRIVE) , 602 AND STATE ROAD 34 (PLATT SPRINGS ROAD) , 5.15 MILES (8.29
 AC6716'KM) SOUTH OF LEXINGTON, GO EAST ON HIGHWAY 602 FOR 3.5 MILES (5.6 KM)
 AC6716'TO THE JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD) , TURN RIGHT ON ROAD
 AC6716'103 FOR 1.4 MILES (2.3 KM) TO A SAND ROAD RIGHT (ELNORA DRIVE) AND THE
 AC6716'STATION ON THE LEFT NEAR A SECURITY LIGHT POLE IN THE SIDE YARD OF A
 AC6716'BRICK HOUSE (NUMBER 521) .  STATION IS A CONCRETE POST FLUSH WITH THE
 AC6716'GROUND AND 2.0 FEET (0.6 M) ABOVE ROAD 103, 7.0 FEET (2.1 M) NORTHWEST
 AC6716'OF THE SECURITY LIGHT POLE, 43.4 FEET (13.2 M) NORTH NORTHWEST OF THE
 AC6716'CENTER OF ROAD 103, 5.0 FEET (1.5 M) EAST NORTHEAST OF THE EAST EDGE
 AC6716'OF A CONCRETE DRIVEWAY, 76.6 FEET (23.3 M) SOUTHEAST OF THE SOUTHEAST
 AC6716'CORNER OF A BRICK HOUSE (GARAGE) , 82.0 FEET (25.0 M) EAST OF THE
 AC6716'EXTENDED CENTER OF ELNORA DRIVE, 7.4 FEET (2.3 M) NORTHWEST OF A
 AC6716'WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
 AC6716
 AC6716                          STATION RECOVERY (2002)
 AC6716
 AC6716'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AC6716'STATION IS LOCATED 1.0 MILE WEST SOUTHWEST OF SOUTH CONGAREE, 6.9
 AC6716'MILES SOUTHWEST  OF LEXINGTON. OWNERSHIP--DERREL W. COKER, 521 RAMBLIN
 AC6716'ROAD, WEST COLUMBIA, SC  29170, PHONE 803-955-9926. TO REACH THE
 AC6716'STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE  DRIVE), 602
 AC6716'AND STATE ROAD 34 (PLATT SPRINGS ROAD), 5.0 MILES SOUTH OF LEXINGTON,
 AC6716'GO EAST ON HIGHWAY 602 FOR 3.5 MILES TO THE JUNCTION OF STATE ROAD 103
 AC6716'(RAMBLIN ROAD),  TURN RIGHT ON ROAD 103 FOR 1.4 MILES TO THE STATION
 AC6716'ON THE LEFT NEAR A SECURITY LIGHT  POLE IN THE NORTHEAST ANGLE OF A
 AC6716'CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE  NUMBER 521. STATION IS A
 AC6716'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE THE ROAD, 43.6
 AC6716'FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD, 10.5 FEET EAST
 AC6716'NORTHEAST OF THE  CENTER OF THE DRIVEWAY, 6.9 FEET NORTHWEST OF THE
 AC6716'SECURITY LIGHT POLE, 19.1 FEET WEST  SOUTHWEST OF THE CENTER OF THE
 AC6716'CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE  NUMBER 531,  91.8 FEET
 AC6716'EAST SOUTHEAST OF THE SOUTH CORNER OF A BRICK GARAGE OF A HOUSE
 AC6716'NUMBER 521, 81.5 FEET SOUTH OF THE SOUTH CORNER OF THE BRICK GARAGE OF
 AC6716'HOUSE NUMBER  531. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6717 ***********************************************************************
 AC6717  DESIGNATION -  32 091
 AC6717  PID         -  AC6717
 AC6717  STATE/COUNTY-  SC/LEXINGTON
 AC6717  USGS QUAD   -  LEXINGTON (1987)
 AC6717
 AC6717                         *CURRENT SURVEY CONTROL
 AC6717  ___________________________________________________________________
 AC6717* NAD 83(2001)-  33 54 34.41638(N)    081 08 25.65745(W)     ADJUSTED  
 AC6717* NAVD 88     -        56.319  (meters)     184.77   (feet)  ADJUSTED  
 AC6717  ___________________________________________________________________
 AC6717  X           -     816,095.095 (meters)                     COMP
 AC6717  Y           -  -5,235,660.749 (meters)                     COMP
 AC6717  Z           -   3,538,139.541 (meters)                     COMP
 AC6717  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AC6717  ELLIP HEIGHT-          25.25  (meters)          (05/06/05) GPS OBS
 AC6717  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AC6717  DYNAMIC HT  -          56.261 (meters)     184.58  (feet)  COMP
 AC6717  MODELED GRAV-     979,602.3   (mgal)                       NAVD 88
 AC6717
 AC6717  HORZ ORDER  -  FIRST
 AC6717  VERT ORDER  -  FIRST     CLASS II
 AC6717  ELLP ORDER  -  FOURTH    CLASS II
 AC6717
 AC6717.The horizontal coordinates were established by GPS observations
 AC6717.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6717
 AC6717.The orthometric height was determined by differential leveling
 AC6717.and adjusted by the National Geodetic Survey in May 1997..
 AC6717
 AC6717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6717
 AC6717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6717
 AC6717.The ellipsoidal height was determined by GPS observations
 AC6717.and is referenced to NAD 83.
 AC6717
 AC6717.The geoid height was determined by GEOID03.
 AC6717
 AC6717.The dynamic height is computed by dividing the NAVD 88
 AC6717.geopotential number by the normal gravity value computed on the
 AC6717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6717.degrees latitude (g = 980.6199 gals.).
 AC6717
 AC6717.The modeled gravity was interpolated from observed gravity values.
 AC6717
 AC6717;                    North         East     Units Scale Factor Converg.
 AC6717;SPC SC       -   230,254.054   596,612.430   MT  0.99980241   -0 04 40.3
 AC6717;SPC SC       -   755,426.69  1,957,389.86   iFT  0.99980241   -0 04 40.3
 AC6717;UTM  17      - 3,752,137.135   487,015.051   MT  0.99960208   -0 04 42.1
 AC6717
 AC6717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6717!SPC SC       -   0.99999604  x   0.99980241  =   0.99979845
 AC6717!UTM  17      -   0.99999604  x   0.99960208  =   0.99959812
 AC6717
 AC6717:                Primary Azimuth Mark                     Grid Az
 AC6717:SPC SC       -  32 092                                   065 02 54.7
 AC6717:UTM  17      -  32 092                                   065 02 56.5
 AC6717
 AC6717|---------------------------------------------------------------------|
 AC6717| PID    Reference Object                     Distance      Geod. Az  |
 AC6717|                                                           dddmmss.s |
 AC6717| AC6718 32 092                              APPROX. 0.9 KM 0645814.4 |
 AC6717|---------------------------------------------------------------------|
 AC6717
 AC6717                          SUPERSEDED SURVEY CONTROL
 AC6717
 AC6717  NAVD 88 (05/06/05)   56.32   (m)          184.8    (f) LEVELING    3  
 AC6717
 AC6717.Superseded values are not recommended for survey control.
 AC6717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6717.See file dsdata.txt to determine how the superseded data were derived.
 AC6717
 AC6717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8701552137(NAD 83)
 AC6717_MARKER: DD = SURVEY DISK
 AC6717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6717_STAMPING: 32 091 1995
 AC6717_MARK LOGO: SCGS  
 AC6717_PROJECTION: FLUSH
 AC6717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6717+STABILITY: SURFACE MOTION
 AC6717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6717+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AC6717
 AC6717  HISTORY     - Date     Condition        Report By
 AC6717  HISTORY     - 1995     MONUMENTED       SCGS
 AC6717  HISTORY     - 20040624 GOOD             SCGS
 AC6717
 AC6717                          STATION DESCRIPTION
 AC6717
 AC6717'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6717'STATION IS LOCATED 0.3 MILE (0.5 KM) SOUTHWEST OF SOUTH CONGAREE.
 AC6717'OWNERSHIP--C.D.  CRUMPTON, 827 RAMBLIN ROAD, WEST COLUMBIA, SC 29170.
 AC6717'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE
 AC6717'DRIVE) , 602 AND STATE ROAD 34 (PLATT SPRINGS ROAD) , 5.15 MILES (8.29
 AC6717'KM) SOUTH OF LEXINGTON, GO EAST ON HIGHWAY 602 FOR 3.5 MILES (5.6 KM)
 AC6717'TO THE JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD) , TURN RIGHT ON ROAD
 AC6717'103 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 1780 (CRYSTAL
 AC6717'LANE) , CONTINUE ON ROAD 103 FOR 1.0 MILE (1.6 KM) TO THE STATION IN
 AC6717'THE NORTHEAST ANGLE OF A CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE
 AC6717'NUMBER 827 ON THE LEFT, 0.3 MILE (0.5 KM) SOUTHWEST OF THE JUNCTION OF
 AC6717'STATE HIGHWAY 602 (EDMUND HIGHWAY) . STATION IS A CONCRETE POST FLUSH
 AC6717'WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW ROAD 103, 33.5 FEET (10.2
 AC6717'M) NORTH OF THE CENTER OF ROAD 103, 5.3 FEET (1.6 M) EAST NORTHEAST OF
 AC6717'THE EAST EDGE OF THE DRIVEWAY, 58.6 FEET (17.9 M) SOUTHEAST OF THE
 AC6717'SOUTHEAST CORNER OF THE BRICK CHIMNEY OF HOME, 154.0 FEET (46.9 M)
 AC6717'WEST SOUTHWEST OF A FIRE HYDRANT, 107.4 FEET (32.7 M) SOUTH OF A POWER
 AC6717'POLE WITH TWO GUY WIRES AND A TRANSFORMER.  DESCRIBED BY R.W.
 AC6717'ROBERTS.
 AC6717
 AC6717                          STATION RECOVERY (2004)
 AC6717
 AC6717'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AC6717'STATION IS LOCATED IN SOUTH CONGAREE, 7.3 MILES SOUTHEAST OF
 AC6717'LEXINGTON.  OWNERSHIP--C.D. CRUMPTON, 827 RAMBLIN ROAD, WEST COLUMBIA,
 AC6717'SC 29170, PHONE 803-755-2014. TO REACH THE STATION FROM THE JUNCTION
 AC6717'OF STATE HIGHWAYS 6 (SOUTH LAKE  DRIVE), 602 AND STATE ROAD 34 (PLATT
 AC6717'SPRINGS ROAD), 5.0 MILES SOUTH OF LEXINGTON,  GO EAST ON HIGHWAY 602
 AC6717'FOR 3.5 MILES TO THE JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD),  TURN
 AC6717'RIGHT ON ROAD 103 FOR 2.1 MILES TO THE STATION ON THE LEFT IN THE
 AC6717'NORTHEAST  ANGLE OF A CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE
 AC6717'NUMBER 827. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 AC6717'FOOT BELOW THE ROAD, 74.7  FEET WEST OF A TELEPHONE JUNCTION BOX
 AC6717'NUMBER 3, 33.3 FEET NORTH OF THE CENTER OF THE  ROAD, 11.1 FEET EAST
 AC6717'NORTHEAST OF THE CENTER OF THE DRIVEWAY, 16.9 FEET EAST  NORTHEAST OF
 AC6717'A CHAIN LINK FENCE CORNER POST, 58.7 FEET SOUTH SOUTHEAST OF THE
 AC6717'SOUTHEAST CORNER OF THE MAIN PART OF THE HOUSE, 27.6 FEET SOUTHWEST OF
 AC6717'A 0.9-FOOT  LONE CEDAR TREE, 25.4 FEET NORTHEAST OF THE WEST END OF A
 AC6717'1.2-FOOT CONCRETE PIPE  CULVERT BENEATH THE DRIVEWAY, 5.3 FEET EAST
 AC6717'NORTHEAST OF THE EAST EDGE OF THE  CONCRETE DRIVEWAY. RECOVERED BY
 AC6717'R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6718 ***********************************************************************
 AC6718  DESIGNATION -  32 092
 AC6718  PID         -  AC6718
 AC6718  STATE/COUNTY-  SC/LEXINGTON
 AC6718  USGS QUAD   -  LEXINGTON (1987)
 AC6718
 AC6718                         *CURRENT SURVEY CONTROL
 AC6718  ___________________________________________________________________
 AC6718* NAD 83(2001)-  33 54 46.55845(N)    081 07 54.46502(W)     ADJUSTED  
 AC6718* NAVD 88     -        55.792  (meters)     183.04   (feet)  ADJUSTED  
 AC6718  ___________________________________________________________________
 AC6718  X           -     816,854.604 (meters)                     COMP
 AC6718  Y           -  -5,235,330.614 (meters)                     COMP
 AC6718  Z           -   3,538,449.724 (meters)                     COMP
 AC6718  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AC6718  ELLIP HEIGHT-          24.72  (meters)          (05/06/05) GPS OBS
 AC6718  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 AC6718  DYNAMIC HT  -          55.734 (meters)     182.85  (feet)  COMP
 AC6718  MODELED GRAV-     979,602.9   (mgal)                       NAVD 88
 AC6718
 AC6718  HORZ ORDER  -  FIRST
 AC6718  VERT ORDER  -  FIRST     CLASS II
 AC6718  ELLP ORDER  -  FOURTH    CLASS II
 AC6718
 AC6718.The horizontal coordinates were established by GPS observations
 AC6718.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6718
 AC6718.The orthometric height was determined by differential leveling
 AC6718.and adjusted by the National Geodetic Survey in May 1997..
 AC6718
 AC6718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6718
 AC6718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6718
 AC6718.The ellipsoidal height was determined by GPS observations
 AC6718.and is referenced to NAD 83.
 AC6718
 AC6718.The geoid height was determined by GEOID03.
 AC6718
 AC6718.The dynamic height is computed by dividing the NAVD 88
 AC6718.geopotential number by the normal gravity value computed on the
 AC6718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6718.degrees latitude (g = 980.6199 gals.).
 AC6718
 AC6718.The modeled gravity was interpolated from observed gravity values.
 AC6718
 AC6718;                    North         East     Units Scale Factor Converg.
 AC6718;SPC SC       -   230,627.038   597,414.070   MT  0.99980266   -0 04 23.0
 AC6718;SPC SC       -   756,650.39  1,960,019.91   iFT  0.99980266   -0 04 23.0
 AC6718;UTM  17      - 3,752,510.037   487,816.532   MT  0.99960183   -0 04 24.7
 AC6718
 AC6718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6718!SPC SC       -   0.99999612  x   0.99980266  =   0.99979878
 AC6718!UTM  17      -   0.99999612  x   0.99960183  =   0.99959795
 AC6718
 AC6718:                Primary Azimuth Mark                     Grid Az
 AC6718:SPC SC       -  32 093                                   340 00 03.8
 AC6718:UTM  17      -  32 093                                   340 00 05.5
 AC6718
 AC6718|---------------------------------------------------------------------|
 AC6718| PID    Reference Object                     Distance      Geod. Az  |
 AC6718|                                                           dddmmss.s |
 AC6718| AC6719 32 093                              APPROX. 1.2 KM 3395540.8 |
 AC6718|---------------------------------------------------------------------|
 AC6718
 AC6718                          SUPERSEDED SURVEY CONTROL
 AC6718
 AC6718  NAVD 88 (05/06/05)   55.79   (m)          183.0    (f) LEVELING    3  
 AC6718
 AC6718.Superseded values are not recommended for survey control.
 AC6718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6718.See file dsdata.txt to determine how the superseded data were derived.
 AC6718
 AC6718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8781752510(NAD 83)
 AC6718_MARKER: DD = SURVEY DISK
 AC6718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6718_STAMPING: 32 092 1995
 AC6718_MARK LOGO: SCGS  
 AC6718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6718+STABILITY: SURFACE MOTION
 AC6718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6718+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AC6718
 AC6718  HISTORY     - Date     Condition        Report By
 AC6718  HISTORY     - 1995     MONUMENTED       SCGS
 AC6718  HISTORY     - 20011212 GOOD             SCGS
 AC6718
 AC6718                          STATION DESCRIPTION
 AC6718
 AC6718'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6718'STATION IS LOCATED 0.25 MILE (0.40 KM) NORTHEAST OF SOUTH CONGAREE.
 AC6718'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6718'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6718'JUNCTION OVERPASS OF STATE HIGHWAY 302 (EDMUND HIGHWAY) AND INTERSTATE
 AC6718'26 (EXIT 113) , 4.6 MILES (7.4 KM) SOUTHWEST OF COLUMBIA, GO SOUTHWEST
 AC6718'ON HIGHWAY 302 FOR 3.9 MILES (6.3 KM) TO THE JUNCTION OF STATE ROAD
 AC6718'168 (PINE STREET) , TURN LEFT ON ROAD 168 FOR 0.15 MILE (0.24 KM) TO
 AC6718'THE STATION ON THE RIGHT NEAR A POWER POLE AT THE REAR PARKING AREA
 AC6718'FOR CONGAREE ELEMENTARY SCHOOL.  STATION IS A CONCRETE POST FLUSH WITH
 AC6718'THE GROUND AND 1.0 FOOT (0.3 M) ABOVE ROAD 168, 3.8 FEET (1.2 M) EAST
 AC6718'SOUTHEAST OF THE POWER POLE NUMBER 2152925 WITH TWO GUY WIRES, 47.2
 AC6718'FEET (14.4 M) NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK SCHOOL
 AC6718'BUILDING (AT REAR ENTRANCE TO SCHOOL) , 119.7 FEET (36.5 M) SOUTHEAST
 AC6718'OF THE CENTER OF THE SCHOOL EXIT DRIVE (SCHOOL BUS DROPOFF AND REAR
 AC6718'PARKING EXIT) , 13.8 FEET (4.2 M) NORTHWEST OF THE NORTHWEST CORNER OF
 AC6718'A METAL DRAIN IN REAR PARKING LOT, 32.7 FEET (10.0 M) WEST SOUTHWEST
 AC6718'OF THE CENTER OF ROAD 168, 3.8 FEET (1.2 M) EAST SOUTHEAST OF A
 AC6718'WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AC6718
 AC6718                          STATION RECOVERY (2001)
 AC6718
 AC6718'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6718'STATION IS LOCATED IN SOUTH CONGAREE, 7.6 MILES SOUTHEAST OF
 AC6718'LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AC6718'191,  COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION
 AC6718'FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 302 AND INTERSTATE  26
 AC6718'(EXIT 113), 0.9 MILE EAST SOUTHEAST OF SPRINGDALE, GO SOUTHWEST ON
 AC6718'HIGHWAY 302 FOR 3.85  MILES TO THE JUNCTION OF STATE ROAD 168 (PINE
 AC6718'STREET), TURN LEFT ON ROAD 168 FOR 0.15 MILE  TO THE STATION ON THE
 AC6718'RIGHT NEAR A POWER POLE AT THE REAR PARKING AREA FOR THE  CONGAREE
 AC6718'ELEMENTARY SCHOOL. STATION IS A CONCRETE POST PROJECTING 0.1 FOOT AND
 AC6718'1.5 FEET ABOVE THE ROAD, 32.8 FEET  SOUTHWEST OF THE CENTER OF THE
 AC6718'ROAD, 4.1 FEET SOUTHEAST OF THE POWER POLE 2152925  WITH TWO GUY WIRES
 AC6718'AND  A SECURITY LIGHT, 46.9 FEET EAST NORTHEAST OF THE NORTHEAST
 AC6718'CORNER OF THE BRICK SCHOOL BUILDING (AT REAR ENTRANCE), 14.4 FEET
 AC6718'NORTHWEST OF THE  WEST CORNER OF A METAL DRAIN IN THE REAR PARKING
 AC6718'LOT, 3.7 FEET SOUTHEAST OF A  WITNESS POST. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6719 ***********************************************************************
 AC6719  DESIGNATION -  32 093
 AC6719  PID         -  AC6719
 AC6719  STATE/COUNTY-  SC/LEXINGTON
 AC6719  USGS QUAD   -  LEXINGTON (1987)
 AC6719
 AC6719                         *CURRENT SURVEY CONTROL
 AC6719  ___________________________________________________________________
 AC6719* NAD 83(2001)-  33 55 23.17399(N)    081 08 10.51419(W)     ADJUSTED  
 AC6719* NAVD 88     -        80.518  (meters)     264.17   (feet)  ADJUSTED  
 AC6719  ___________________________________________________________________
 AC6719  X           -     816,353.411 (meters)                     COMP
 AC6719  Y           -  -5,234,792.436 (meters)                     COMP
 AC6719  Z           -   3,539,399.741 (meters)                     COMP
 AC6719  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AC6719  ELLIP HEIGHT-          49.47  (meters)          (05/06/05) GPS OBS
 AC6719  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AC6719  DYNAMIC HT  -          80.435 (meters)     263.89  (feet)  COMP
 AC6719  MODELED GRAV-     979,602.2   (mgal)                       NAVD 88
 AC6719
 AC6719  HORZ ORDER  -  FIRST
 AC6719  VERT ORDER  -  FIRST     CLASS II
 AC6719  ELLP ORDER  -  FOURTH    CLASS II
 AC6719
 AC6719.The horizontal coordinates were established by GPS observations
 AC6719.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6719
 AC6719.The orthometric height was determined by differential leveling
 AC6719.and adjusted by the National Geodetic Survey in May 1997..
 AC6719
 AC6719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6719
 AC6719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6719
 AC6719.The ellipsoidal height was determined by GPS observations
 AC6719.and is referenced to NAD 83.
 AC6719
 AC6719.The geoid height was determined by GEOID03.
 AC6719
 AC6719.The dynamic height is computed by dividing the NAVD 88
 AC6719.geopotential number by the normal gravity value computed on the
 AC6719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6719.degrees latitude (g = 980.6199 gals.).
 AC6719
 AC6719.The modeled gravity was interpolated from observed gravity values.
 AC6719
 AC6719;                    North         East     Units Scale Factor Converg.
 AC6719;SPC SC       -   231,755.524   597,003.358   MT  0.99980343   -0 04 31.9
 AC6719;SPC SC       -   760,352.77  1,958,672.43   iFT  0.99980343   -0 04 31.9
 AC6719;UTM  17      - 3,753,638.299   487,405.913   MT  0.99960196   -0 04 33.7
 AC6719
 AC6719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6719!SPC SC       -   0.99999223  x   0.99980343  =   0.99979567
 AC6719!UTM  17      -   0.99999223  x   0.99960196  =   0.99959420
 AC6719
 AC6719:                Primary Azimuth Mark                     Grid Az
 AC6719:SPC SC       -  32 092                                   160 00 03.7
 AC6719:UTM  17      -  32 092                                   160 00 05.5
 AC6719
 AC6719|---------------------------------------------------------------------|
 AC6719| PID    Reference Object                     Distance      Geod. Az  |
 AC6719|                                                           dddmmss.s |
 AC6719| AC6718 32 092                              APPROX. 1.2 KM 1595531.8 |
 AC6719|---------------------------------------------------------------------|
 AC6719
 AC6719                          SUPERSEDED SURVEY CONTROL
 AC6719
 AC6719  NAVD 88 (05/06/05)   80.52   (m)          264.2    (f) LEVELING    3  
 AC6719
 AC6719.Superseded values are not recommended for survey control.
 AC6719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6719.See file dsdata.txt to determine how the superseded data were derived.
 AC6719
 AC6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8740653638(NAD 83)
 AC6719_MARKER: DD = SURVEY DISK
 AC6719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6719_STAMPING: 32 093 1995
 AC6719_MARK LOGO: SCGS  
 AC6719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6719+STABILITY: SURFACE MOTION
 AC6719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6719+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AC6719
 AC6719  HISTORY     - Date     Condition        Report By
 AC6719  HISTORY     - 1995     MONUMENTED       SCGS
 AC6719  HISTORY     - 20011212 GOOD             SCGS
 AC6719
 AC6719                          STATION DESCRIPTION
 AC6719
 AC6719'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6719'STATION IS LOCATED 0.85 MILE (1.37 KM) NORTH OF SOUTH CONGAREE.
 AC6719'OWNERSHIP--HEINRICH D.  DUBOSE-SCHMITT, 1003 SKYVIEW DRIVE, WEST
 AC6719'COLUMBIA, SC 29170.  TO REACH THE STATION FROM THE JUNCTION OVERPASS
 AC6719'OF STATE HIGHWAY 302 (EDMUND HIGHWAY) AND INTERSTATE 26 (EXIT 113) ,
 AC6719'4.6 MILES (7.4 KM) SOUTHWEST OF COLUMBIA, GO SOUTHWEST ON HIGHWAY 302
 AC6719'FOR 3.9 MILES (6.3 KM) TO THE JUNCTION OF STATE ROAD 168 (PINE STREET)
 AC6719', TURN RIGHT ON ROAD 168 FOR 0.6 MILE (1.0 KM) TO A SAND ROAD (SKYVIEW
 AC6719'DRIVE) , TURN RIGHT ON SKYVIEW DRIVE FOR 100 FEET (30.5 M) TO THE
 AC6719'STATION IN THE NORTHWEST ANGLE OF A PAVED DRIVEWAY LEADING TO A
 AC6719'TWO-STORY BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AC6719'GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE SAND ROAD, 16.2 FEET (4.9 M)
 AC6719'WEST SOUTHWEST OF THE CENTER OF A PAVED DRIVEWAY, 112.5 FEET (34.3 M)
 AC6719'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK PORCH, 30.1 FEET (9.2
 AC6719'M) NORTH NORTHWEST OF THE CENTER OF THE SAND ROAD, 71.5 FEET (21.8 M)
 AC6719'NORTH OF THE NORTH CORNER OF A WOOD-SIDED HOME, 180.3 FEET (55.0 M)
 AC6719'EAST NORTHEAST OF THE CENTER OF ROAD 168.  DESCRIBED BY R.W.  ROBERTS.
 AC6719
 AC6719                          STATION RECOVERY (2001)
 AC6719
 AC6719'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6719'STATION IS LOCATED 0.9 MILE NORTH OF SOUTH CONGAREE, 7.0 MILES
 AC6719'SOUTHEAST OF LEXINGTON.  OWNERSHIP--HEINRICH D. DUBOSE-SCHMITT, 1003
 AC6719'SKYVIEW DRIVE, WEST COLUMBIA, SC 29170. TO REACH THE STATION FROM THE
 AC6719'JUNCTION OVERPASS OF STATE HIGHWAY 302 AND INTERSTATE  26 (EXIT 113),
 AC6719'0.9 MILE EAST SOUTHEAST OF SPRINGDALE, GO SOUTHWEST ON HIGHWAY 302 FOR
 AC6719'3.85 MILES TO THE JUNCTION OF STATE ROAD 168 (PINE STREET), TURN RIGHT
 AC6719'ON ROAD 168 FOR  0.6 MILE TO A SAND ROAD (SKYVIEW DRIVE), TURN RIGHT
 AC6719'ON SKYVIEW DRIVE FOR 0.05 MILE TO THE  STATION ON THE LEFT IN THE
 AC6719'NORTHWEST ANGLE OF A PAVED DRIVEWAY LEADING TO A TWO  STORY BRICK
 AC6719'HOUSE NUMBER 1003. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AC6719'AND LEVEL WITH THE DRIVEWAY, 31.0 FEET  NORTH OF THE CENTER OF SKYVIEW
 AC6719'DRIVE, 17.0 FEET WEST SOUTHWEST OF THE CENTER OF THE  DRIVEWAY, 88.0
 AC6719'FEET SOUTH SOUTHEAST OF A FLAG POLE, 60.8 FEET NORTHWEST OF A POWER
 AC6719'POLE  WITH A SCGS REFERENCE WASHER ATTACHED, 112.3 FEET SOUTHEAST OF
 AC6719'THE SOUTHEAST CORNER  OF A BRICK PORCH FOR THE HOUSE, 145.7 FEET EAST
 AC6719'NORTHEAST OF A POWER POLE WITH A GUY  WIRE. NOTE-STATION IS CONSIDERED
 AC6719'MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6703 ***********************************************************************
 AC6703  DESIGNATION -  32 094
 AC6703  PID         -  AC6703
 AC6703  STATE/COUNTY-  SC/LEXINGTON
 AC6703  USGS QUAD   -  LEXINGTON (1987)
 AC6703
 AC6703                         *CURRENT SURVEY CONTROL
 AC6703  ___________________________________________________________________
 AC6703* NAD 83(1986)-  33 57 01.     (N)    081 10 52.     (W)     SCALED    
 AC6703* NAVD 88     -        99.140  (meters)     325.26   (feet)  ADJUSTED  
 AC6703  ___________________________________________________________________
 AC6703  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AC6703  DYNAMIC HT  -          99.038 (meters)     324.93  (feet)  COMP
 AC6703  MODELED GRAV-     979,600.8   (mgal)                       NAVD 88
 AC6703
 AC6703  VERT ORDER  -  FIRST     CLASS II
 AC6703
 AC6703.The horizontal coordinates were scaled from a topographic map and have
 AC6703.an estimated accuracy of +/- 6 seconds.
 AC6703
 AC6703.The orthometric height was determined by differential leveling
 AC6703.and adjusted by the National Geodetic Survey in May 1997..
 AC6703
 AC6703.The geoid height was determined by GEOID03.
 AC6703
 AC6703.The dynamic height is computed by dividing the NAVD 88
 AC6703.geopotential number by the normal gravity value computed on the
 AC6703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6703.degrees latitude (g = 980.6199 gals.).
 AC6703
 AC6703.The modeled gravity was interpolated from observed gravity values.
 AC6703
 AC6703;                    North         East    Units  Estimated Accuracy
 AC6703;SPC SC       -   234,780.      592,860.      MT  (+/- 180 meters Scaled)
 AC6703
 AC6703                          SUPERSEDED SURVEY CONTROL
 AC6703
 AC6703.No superseded survey control is available for this station.
 AC6703
 AC6703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT832566(NAD 83)
 AC6703_MARKER: DD = SURVEY DISK
 AC6703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6703_STAMPING: 32 094 1995
 AC6703_MARK LOGO: SCGS  
 AC6703_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6703+STABILITY: SURFACE MOTION
 AC6703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6703+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6703
 AC6703  HISTORY     - Date     Condition        Report By
 AC6703  HISTORY     - 1995     MONUMENTED       SCGS
 AC6703
 AC6703                          STATION DESCRIPTION
 AC6703
 AC6703'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6703'STATION IS LOCATED 3.8 MILES (6.1 KM) NORTHWEST OF SOUTH CONGAREE, 3.8
 AC6703'MILES (6.1 KM) SOUTHEAST OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6703'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6703'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6703'INTERSTATE 20 AND U.S.  HIGHWAY 1 (AUGUSTA ROAD (EXIT 58) ), 2.4 MILES
 AC6703'(3.9 KM) EAST OF LEXINGTON, GO EAST ON HIGHWAY 1 FOR 1.4 MILES (2.3
 AC6703'KM) TO THE JUNCTION OF STATE ROAD 1082 (KITTIWAKE DRIVE) , TURN RIGHT
 AC6703'ON ROAD 1082 FOR 1.9 MILES (3.1 KM) TO THE STATION NEAR A FENCE LINE
 AC6703'IN THE SOUTH ANGLE OF THE JUNCTION OF STATE ROAD 168 (EMMANUEL CHURCH
 AC6703'ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 AC6703'(15.2 CM) ABOVE ROAD 1082, 45.3 FEET (13.8 M) SOUTHEAST OF THE CENTER
 AC6703'OF ROAD 1082, 147.2 FEET (44.9 M) WEST SOUTHWEST OF THE CENTER OF ROAD
 AC6703'168, 2.0 FEET (0.6 M) NORTHWEST OF THE FENCE LINE, 33.9 FEET (10.3 M)
 AC6703'WEST NORTHWEST OF THE NORTH CORNER OF A WOOD-SIDED DOUBLE-WIDE MOBILE
 AC6703'HOME (NUMBER 3065) WITH A CONCRETE BLOCK FOUNDATION, 17.1 FEET (5.2 M)
 AC6703'EAST SOUTHEAST OF THE CENTER OF A SAND ROAD (WHITE KNOLL ROAD) , 4.0
 AC6703'FEET (1.2 M) EAST SOUTHEAST OF A WITNESS POST.  RECOVERED BY R.W.
 AC6703'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6764 ***********************************************************************
 AC6764  DESIGNATION -  32 095
 AC6764  PID         -  AC6764
 AC6764  STATE/COUNTY-  SC/LEXINGTON
 AC6764  USGS QUAD   -  GASTON (1982)
 AC6764
 AC6764                         *CURRENT SURVEY CONTROL
 AC6764  ___________________________________________________________________
 AC6764* NAD 83(2001)-  33 50 57.77403(N)    081 06 54.67527(W)     ADJUSTED  
 AC6764* NAVD 88     -       114.424  (meters)     375.41   (feet)  ADJUSTED  
 AC6764  ___________________________________________________________________
 AC6764  X           -     818,986.585 (meters)                     COMP
 AC6764  Y           -  -5,239,024.262 (meters)                     COMP
 AC6764  Z           -   3,532,630.207 (meters)                     COMP
 AC6764  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AC6764  ELLIP HEIGHT-          83.34  (meters)          (05/06/05) GPS OBS
 AC6764  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AC6764  DYNAMIC HT  -         114.306 (meters)     375.02  (feet)  COMP
 AC6764  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 AC6764
 AC6764  HORZ ORDER  -  FIRST
 AC6764  VERT ORDER  -  FIRST     CLASS II
 AC6764  ELLP ORDER  -  FOURTH    CLASS II
 AC6764
 AC6764.The horizontal coordinates were established by GPS observations
 AC6764.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6764
 AC6764.The orthometric height was determined by differential leveling
 AC6764.and adjusted by the National Geodetic Survey in May 1997..
 AC6764
 AC6764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6764
 AC6764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6764
 AC6764.The ellipsoidal height was determined by GPS observations
 AC6764.and is referenced to NAD 83.
 AC6764
 AC6764.The geoid height was determined by GEOID03.
 AC6764
 AC6764.The dynamic height is computed by dividing the NAVD 88
 AC6764.geopotential number by the normal gravity value computed on the
 AC6764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6764.degrees latitude (g = 980.6199 gals.).
 AC6764
 AC6764.The modeled gravity was interpolated from observed gravity values.
 AC6764
 AC6764;                    North         East     Units Scale Factor Converg.
 AC6764;SPC SC       -   223,577.496   598,941.825   MT  0.99979857   -0 03 49.9
 AC6764;SPC SC       -   733,521.97  1,965,032.23   iFT  0.99979857   -0 03 49.9
 AC6764;UTM  17      - 3,745,461.887   489,343.937   MT  0.99960140   -0 03 51.0
 AC6764
 AC6764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6764!SPC SC       -   0.99998692  x   0.99979857  =   0.99978549
 AC6764!UTM  17      -   0.99998692  x   0.99960140  =   0.99958832
 AC6764
 AC6764                          SUPERSEDED SURVEY CONTROL
 AC6764
 AC6764  NAVD 88 (05/06/05)  114.42   (m)          375.4    (f) LEVELING    3  
 AC6764
 AC6764.Superseded values are not recommended for survey control.
 AC6764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6764.See file dsdata.txt to determine how the superseded data were derived.
 AC6764
 AC6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8934445462(NAD 83)
 AC6764_MARKER: DD = SURVEY DISK
 AC6764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6764_STAMPING: 32 095 1995
 AC6764_MARK LOGO: SCGS  
 AC6764_PROJECTION: RECESSED 5 CENTIMETERS
 AC6764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6764+STABILITY: SURFACE MOTION
 AC6764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6764+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2004
 AC6764
 AC6764  HISTORY     - Date     Condition        Report By
 AC6764  HISTORY     - 1995     MONUMENTED       SCGS
 AC6764  HISTORY     - 20040625 GOOD             SCGS
 AC6764
 AC6764                          STATION DESCRIPTION
 AC6764
 AC6764'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6764'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTH NORTHWEST OF GASTON.
 AC6764'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6764'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6764'SOUTH JUNCTION OF U.S.  HIGHWAYS 21, 176, AND 321 (CHARLESTON HIGHWAY)
 AC6764', 2.7 MILES (4.3 KM) EAST SOUTHEAST OF PINERIDGE, GO SOUTH ON HIGHWAY
 AC6764'321 FOR 4.35 MILES (7.00 KM) TO THE JUNCTION OF STATE ROAD 663
 AC6764'(WOODTRAIL DRIVE) , TURN RIGHT ON ROAD 663 FOR 1.05 MILES (1.69 KM) TO
 AC6764'THE JUNCTION OF STATE ROAD 664 (BOY SCOUT ROAD) , TURN RIGHT ON ROAD
 AC6764'664 FOR 0.8 MILE (1.3 KM) TO THE STATION NEAR A POWER POLE IN THE
 AC6764'NORTHWEST ANGLE OF A BLOCKED (SANDPILE) AND GATED SAND ROAD LEFT.
 AC6764'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AC6764'CM) ABOVE ROAD 664, 6.4 FEET (2.0 M) SOUTH SOUTHEAST OF THE POWER POLE
 AC6764'NUMBER 211040 WITH TWO GUY WIRES, 13.6 FEET (4.1 M) NORTH OF THE NORTH
 AC6764'GATE POST WITH A SCGS REFERENCE WASHER ATTACHED, 32.8 FEET (10.0 M)
 AC6764'NORTH NORTHWEST OF THE CENTER OF SAND ROAD LEADING SOUTHWEST, 28.0
 AC6764'FEET (8.5 M) WEST SOUTHWEST OF THE CENTER OF ROAD 664, 1.9 FEET (0.6
 AC6764'M) EAST NORTHEAST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AC6764
 AC6764                          STATION RECOVERY (2004)
 AC6764
 AC6764'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AC6764'STATION IS LOCATED 2.4 MILES NORTH NORTHWEST OF GASTON, 11.4 MILES
 AC6764'SOUTHEAST OF  LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AC6764'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 AC6764'803-737-1350. TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S.
 AC6764'HIGHWAYS 321, 176 AND 21, 2.6 MILES  EAST SOUTHEAST OF PINERIDGE, GO
 AC6764'SOUTH ON HIGHWAY 321 FOR 4.4 MILES TO THE JUNCTION OF  STATE ROAD 663
 AC6764'(WOODTRAIL DRIVE), TURN RIGHT ON ROAD 663 FOR 1.05 MILES TO THE
 AC6764'JUNCTION  OF STATE ROAD 664 (BOY SCOUT ROAD), TURN RIGHT ON ROAD 664
 AC6764'FOR 0.8 MILE TO THE STATION ON  THE LEFT NEAR A POWER POLE. STATION IS
 AC6764'A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD,  26.8 FEET
 AC6764'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 6.0 FEET SOUTHEAST OF  THE
 AC6764'POWER POLE NUMBER 211040 WITH FOUR GUY WIRES, 13.0 FEET NORTH OF THE
 AC6764'NORTH ONE OF TWO WOOD GATE POSTS WITH A SCGS REFERENCE WASHER
 AC6764'ATTACHED,  33.6 FEET NORTH NORTHWEST OF THE SOUTHWEST END OF A
 AC6764'2.0-FOOT CONCRETE PIPE  CULVERT BENEATH THE ROAD, 2.0 FEET EAST
 AC6764'NORTHEAST OF A WITNESS POST. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6747 ***********************************************************************
 AC6747  DESIGNATION -  32 096
 AC6747  PID         -  AC6747
 AC6747  STATE/COUNTY-  SC/LEXINGTON
 AC6747  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AC6747
 AC6747                         *CURRENT SURVEY CONTROL
 AC6747  ___________________________________________________________________
 AC6747* NAD 83(2001)-  33 52 48.57242(N)    081 06 58.05628(W)     ADJUSTED  
 AC6747* NAVD 88     -        71.245  (meters)     233.74   (feet)  ADJUSTED  
 AC6747  ___________________________________________________________________
 AC6747  X           -     818,601.391 (meters)                     COMP
 AC6747  Y           -  -5,237,122.757 (meters)                     COMP
 AC6747  Z           -   3,535,440.850 (meters)                     COMP
 AC6747  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AC6747  ELLIP HEIGHT-          40.15  (meters)          (05/06/05) GPS OBS
 AC6747  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AC6747  DYNAMIC HT  -          71.171 (meters)     233.50  (feet)  COMP
 AC6747  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 AC6747
 AC6747  HORZ ORDER  -  FIRST
 AC6747  VERT ORDER  -  FIRST     CLASS II
 AC6747  ELLP ORDER  -  FOURTH    CLASS II
 AC6747
 AC6747.The horizontal coordinates were established by GPS observations
 AC6747.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AC6747
 AC6747.The orthometric height was determined by differential leveling
 AC6747.and adjusted by the National Geodetic Survey in May 1997..
 AC6747
 AC6747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6747
 AC6747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6747
 AC6747.The ellipsoidal height was determined by GPS observations
 AC6747.and is referenced to NAD 83.
 AC6747
 AC6747.The geoid height was determined by GEOID03.
 AC6747
 AC6747.The dynamic height is computed by dividing the NAVD 88
 AC6747.geopotential number by the normal gravity value computed on the
 AC6747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6747.degrees latitude (g = 980.6199 gals.).
 AC6747
 AC6747.The modeled gravity was interpolated from observed gravity values.
 AC6747
 AC6747;                    North         East     Units Scale Factor Converg.
 AC6747;SPC SC       -   226,990.727   598,858.760   MT  0.99980040   -0 03 51.8
 AC6747;SPC SC       -   744,720.23  1,964,759.71   iFT  0.99980040   -0 03 51.8
 AC6747;UTM  17      - 3,748,874.442   489,260.908   MT  0.99960142   -0 03 53.0
 AC6747
 AC6747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6747!SPC SC       -   0.99999370  x   0.99980040  =   0.99979410
 AC6747!UTM  17      -   0.99999370  x   0.99960142  =   0.99959512
 AC6747
 AC6747                          SUPERSEDED SURVEY CONTROL
 AC6747
 AC6747  NAVD 88 (05/06/05)   71.25   (m)          233.8    (f) LEVELING    3  
 AC6747
 AC6747.Superseded values are not recommended for survey control.
 AC6747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6747.See file dsdata.txt to determine how the superseded data were derived.
 AC6747
 AC6747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8926148874(NAD 83)
 AC6747_MARKER: DD = SURVEY DISK
 AC6747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6747_STAMPING: 32 096 1995
 AC6747_MARK LOGO: SCGS  
 AC6747_PROJECTION: FLUSH
 AC6747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6747+STABILITY: SURFACE MOTION
 AC6747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6747+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2001
 AC6747
 AC6747  HISTORY     - Date     Condition        Report By
 AC6747  HISTORY     - 1995     MONUMENTED       SCGS
 AC6747  HISTORY     - 20011217 GOOD             SCGS
 AC6747
 AC6747                          STATION DESCRIPTION
 AC6747
 AC6747'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6747'STATION IS LOCATED 2.2 MILES (3.5 KM) SOUTH SOUTHWEST OF PINERIDGE.
 AC6747'OWNERSHIP--LOUISE BAMBERG, 3258 FISH HATCHERY ROAD.  TO REACH THE
 AC6747'STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 302 (EDMUND
 AC6747'HIGHWAY) AND INTERSTATE 26 (EXIT 113) , 4.6 MILES (7.4 KM) SOUTHWEST
 AC6747'OF COLUMBIA, GO SOUTHWEST ON HIGHWAY 302 FOR 4.15 MILES (6.68 KM) TO
 AC6747'THE JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD) , TURN LEFT ON ROAD 103
 AC6747'FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 73 (FISH HATCHERY
 AC6747'ROAD) , TURN RIGHT ON ROAD 73 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION
 AC6747'OF STATE ROAD 1400 (LYNN STREET) , CONTINUE ON ROAD 73 FOR 0.75 MILE
 AC6747'(1.21 KM) TO THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A
 AC6747'SAND DRIVEWAY LEADING TO A CINDER BLOCK HOUSE (NUMBER 3258) .  STATION
 AC6747'IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE
 AC6747'ROAD 73, 18.9 FEET (5.8 M) NORTH NORTHWEST OF A POWER POLE WITH A GUY
 AC6747'WIRE AND A TRANSFORMER, 38.0 FEET (11.6 M) WEST NORTHWEST OF THE
 AC6747'CENTER OF ROAD 73, 81.7 FEET (24.9 M) SOUTH SOUTHEAST OF THE SOUTHEAST
 AC6747'CORNER OF A CINDER BLOCK HOME (NUMBER 3258) , 96.8 FEET (29.5 M) EAST
 AC6747'NORTHEAST OF THE EAST CORNER OF A BRICK HOUSE (NUMBER 3280) , 24.5
 AC6747'FEET (7.5 M) WEST SOUTHWEST OF THE SOUTH END OF A 1.2-FOOT CONCRETE
 AC6747'PIPE CULVERT BENEATH SAND DRIVEWAY FOR THE CINDER BLOCK HOUSE, 18.4
 AC6747'FEET (5.6 M) NORTH NORTHWEST OF A WITNESS POST.  DESCRIBED BY R.W.
 AC6747'ROBERTS.
 AC6747
 AC6747                          STATION RECOVERY (2001)
 AC6747
 AC6747'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6747'STATION IS LOCATED 2.15 MILES SOUTH SOUTHWEST OF PINERIDGE, 9.8 MILES
 AC6747'SOUTHEAST OF  LEXINGTON. OWNERSHIP--LOUISE BAMBERG, 3258 FISH HATCHERY
 AC6747'ROAD, WEST COLUMBIA, SC 29172. TO REACH THE STATION FROM THE JUNCTION
 AC6747'OVERPASS OF STATE HIGHWAY 302 AND INTERSTATE  26 (EXIT 113), 0.9 MILE
 AC6747'EAST SOUTHEAST OF SPRINGDALE, GO SOUTHWEST ON HIGHWAY 302 FOR  4.1
 AC6747'MILES TO THE JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD), TURN LEFT ON
 AC6747'ROAD 103 FOR 1.8  MILES TO THE JUNCTION OF STATE ROAD 73 (FISH
 AC6747'HATCHERY ROAD), TURN RIGHT ON ROAD 73 FOR  1.45 MILES TO THE JUNCTION
 AC6747'OF STATE ROAD 1400 (LYNN STREET), CONTINUE ON ROAD 73 FOR  0.75 MILE
 AC6747'TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE SOUTHWEST ANGLE
 AC6747'OF A  SAND DRIVEWAY LEADING TO A CINDER BLOCK HOUSE NUMBER 3258.
 AC6747'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 2.0 FEET ABOVE THE
 AC6747'ROAD, 38.2 FEET  WEST NORTHWEST OF THE CENTER OF THE ROAD, 18.5 FEET
 AC6747'NORTH NORTHWEST OF THE  POWER POLE WITH A GUY WIRE AND A TRANSFORMER,
 AC6747'81.6 FEET SOUTH SOUTHEAST OF THE  SOUTHEAST CORNER OF THE HOUSE, 96.4
 AC6747'FEET EAST NORTHEAST OF THE NORTHEAST  CORNER OF A BRICK HOUSE NUMBER
 AC6747'3280, 24.7 FEET WEST OF THE SOUTHWEST END OF A  1.5-FOOT CONCRETE PIPE
 AC6747'CULVERT BENEATH THE DRIVEWAY, 18.1 FEET NORTH NORTHWEST  OF A WITNESS
 AC6747'POST. NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS
 AC6747'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6748 ***********************************************************************
 AC6748  DESIGNATION -  32 097
 AC6748  PID         -  AC6748
 AC6748  STATE/COUNTY-  SC/LEXINGTON
 AC6748  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AC6748
 AC6748                         *CURRENT SURVEY CONTROL
 AC6748  ___________________________________________________________________
 AC6748* NAD 83(1986)-  33 53 19.     (N)    081 06 54.     (W)     SCALED    
 AC6748* NAVD 88     -        73.808  (meters)     242.15   (feet)  ADJUSTED  
 AC6748  ___________________________________________________________________
 AC6748  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AC6748  DYNAMIC HT  -          73.731 (meters)     241.90  (feet)  COMP
 AC6748  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 AC6748
 AC6748  VERT ORDER  -  FIRST     CLASS II
 AC6748
 AC6748.The horizontal coordinates were scaled from a topographic map and have
 AC6748.an estimated accuracy of +/- 6 seconds.
 AC6748
 AC6748.The orthometric height was determined by differential leveling
 AC6748.and adjusted by the National Geodetic Survey in May 1997..
 AC6748
 AC6748.The geoid height was determined by GEOID03.
 AC6748
 AC6748.The dynamic height is computed by dividing the NAVD 88
 AC6748.geopotential number by the normal gravity value computed on the
 AC6748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6748.degrees latitude (g = 980.6199 gals.).
 AC6748
 AC6748.The modeled gravity was interpolated from observed gravity values.
 AC6748
 AC6748;                    North         East    Units  Estimated Accuracy
 AC6748;SPC SC       -   227,930.      598,960.      MT  (+/- 180 meters Scaled)
 AC6748
 AC6748                          SUPERSEDED SURVEY CONTROL
 AC6748
 AC6748.No superseded survey control is available for this station.
 AC6748
 AC6748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT893498(NAD 83)
 AC6748_MARKER: DD = SURVEY DISK
 AC6748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6748_STAMPING: 32 097 1995
 AC6748_MARK LOGO: SCGS  
 AC6748_PROJECTION: FLUSH
 AC6748_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6748+STABILITY: SURFACE MOTION
 AC6748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6748+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AC6748
 AC6748  HISTORY     - Date     Condition        Report By
 AC6748  HISTORY     - 1995     MONUMENTED       SCGS
 AC6748  HISTORY     - 20011212 GOOD             SCGS
 AC6748
 AC6748                          STATION DESCRIPTION
 AC6748
 AC6748'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6748'STATION IS LOCATED 1.6 MILES (2.6 KM) SOUTH SOUTHWEST OF PINERIDGE.
 AC6748'OWNERSHIP--JOANN MANN, 3129 FISH HATCHERY ROAD.  TO REACH THE STATION
 AC6748'FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 302 (EDMUND HIGHWAY) AND
 AC6748'INTERSTATE 26 (EXIT 113) , 4.6 MILES (7.4 KM) SOUTHWEST OF COLUMBIA,
 AC6748'GO SOUTHWEST ON HIGHWAY 302 FOR 4.15 MILES (6.68 KM) TO THE JUNCTION
 AC6748'OF STATE ROAD 103 (RAMBLIN ROAD) , TURN LEFT ON ROAD 103 FOR 1.8 MILES
 AC6748'(2.9 KM) TO THE JUNCTION OF STATE ROAD 73 (FISH HATCHERY ROAD) , TURN
 AC6748'RIGHT ON ROAD 73 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE
 AC6748'ROAD 1400 (LYNN STREET) , CONTINUE ON ROAD 73 FOR 0.2 MILE (0.3 KM) TO
 AC6748'THE STATION IN THE FRONT YARD OF A WOOD-SIDED HOUSE NUMBER 3129 AND
 AC6748'NEAR THE EXTENDED CENTER OF A SAND ROAD RIGHT (NEW CASSELL ROAD) .
 AC6748'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AC6748'CM) ABOVE ROAD 73, 75.3 FEET (23.0 M) NORTH OF A POWER POLE NUMBER
 AC6748'214250 WITH TWO GUY WIRES, 61.8 FEET (18.8 M) WEST SOUTHWEST OF THE
 AC6748'SOUTHWEST CORNER OF THE WOOD AND BRICK HOUSE, 14.8 FEET (4.5 M)
 AC6748'NORTHEAST OF THE NORTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH
 AC6748'THE SOUTHERN MOST SAND DRIVE, 27.1 FEET (8.3 M) EAST SOUTHEAST OF THE
 AC6748'CENTER OF ROAD 73, 60.7 FEET (18.5 M) NORTH NORTHWEST OF THE EXTENDED
 AC6748'CENTER OF A SAND ROAD (NEW CASSELL DRIVE) .  DESCRIBED BY C.E.
 AC6748'GEOGHEGAN.
 AC6748
 AC6748                          STATION RECOVERY (2001)
 AC6748
 AC6748'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6748'STATION IS LOCATED 1.6 MILES SOUTH SOUTHWEST OF PINERIDGE, 9.4 MILES
 AC6748'SOUTHEAST OF  LEXINGTON. OWNERSHIP--JOAN MAN, 3129 FISH HATCHERY ROAD,
 AC6748'WEST COLUMBIA, SC 29172. TO REACH THE STATION FROM THE JUNCTION
 AC6748'OVERPASS OF STATE HIGHWAY 302 AND INTERSTATE  26 (EXIT 113), 0.9 MILE
 AC6748'EAST SOUTHEAST OF SPRINGDALE, GO SOUTHWEST ON HIGHWAY 302 FOR  4.1
 AC6748'MILES TO THE JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD), TURN LEFT ON
 AC6748'ROAD 103 FOR 1.8  MILES TO THE JUNCTION OF STATE ROAD 73 (FISH
 AC6748'HATCHERY ROAD), TURN RIGHT ON ROAD 73 FOR  1,45 MILES TO THE JUNCTION
 AC6748'OF STATE ROAD 1400 (LYNN STREET),  CONTINUE ON ROAD 73 FOR  0.15 MILE
 AC6748'TO THE STATION ON THE LEFT IN THE FRONT YARD OF A BRICK AND WOOD HOUSE
 AC6748'NUMBER 3129 AND NEAR THE EXTENDED CENTER OF A SAND ROAD RIGHT (NEW
 AC6748'CASSEU ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 AC6748'FOOT ABOVE ROAD 73, 27.6 FEET  EAST SOUTHEAST OF THE CENTER OF ROAD
 AC6748'73, 14.6 FEET EAST NORTHEAST OF THE NORTH END  OF A 1.2-FOOT CONCRETE
 AC6748'PIPE CULVERT BENEATH THE SOUTH SAND DRIVEWAY TO THE HOUSE,  72.4 FEET
 AC6748'NORTH NORTHEAST OF THE EXTENDED CENTER OF NEW CASSEU ROAD, 61.7 FEET
 AC6748'WEST  SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 75.5 FEET NORTH
 AC6748'NORTHEAST OF A  POWER POLE NUMBER 214250. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6750 ***********************************************************************
 AC6750  DESIGNATION -  32 098
 AC6750  PID         -  AC6750
 AC6750  STATE/COUNTY-  SC/LEXINGTON
 AC6750  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AC6750
 AC6750                         *CURRENT SURVEY CONTROL
 AC6750  ___________________________________________________________________
 AC6750* NAD 83(1986)-  33 54 01.     (N)    081 06 44.     (W)     SCALED    
 AC6750* NAVD 88     -        73.050  (meters)     239.66   (feet)  ADJUSTED  
 AC6750  ___________________________________________________________________
 AC6750  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AC6750  DYNAMIC HT  -          72.975 (meters)     239.42  (feet)  COMP
 AC6750  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 AC6750
 AC6750  VERT ORDER  -  FIRST     CLASS II
 AC6750
 AC6750.The horizontal coordinates were scaled from a topographic map and have
 AC6750.an estimated accuracy of +/- 6 seconds.
 AC6750
 AC6750.The orthometric height was determined by differential leveling
 AC6750.and adjusted by the National Geodetic Survey in May 1997..
 AC6750
 AC6750.The geoid height was determined by GEOID03.
 AC6750
 AC6750.The dynamic height is computed by dividing the NAVD 88
 AC6750.geopotential number by the normal gravity value computed on the
 AC6750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6750.degrees latitude (g = 980.6199 gals.).
 AC6750
 AC6750.The modeled gravity was interpolated from observed gravity values.
 AC6750
 AC6750;                    North         East    Units  Estimated Accuracy
 AC6750;SPC SC       -   229,220.      599,220.      MT  (+/- 180 meters Scaled)
 AC6750
 AC6750                          SUPERSEDED SURVEY CONTROL
 AC6750
 AC6750.No superseded survey control is available for this station.
 AC6750
 AC6750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT896511(NAD 83)
 AC6750_MARKER: DD = SURVEY DISK
 AC6750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6750_STAMPING: 32 098 1995
 AC6750_MARK LOGO: SCGS  
 AC6750_PROJECTION: FLUSH
 AC6750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6750+STABILITY: SURFACE MOTION
 AC6750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6750+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AC6750
 AC6750  HISTORY     - Date     Condition        Report By
 AC6750  HISTORY     - 1995     MONUMENTED       SCGS
 AC6750  HISTORY     - 20011212 GOOD             SCGS
 AC6750
 AC6750                          STATION DESCRIPTION
 AC6750
 AC6750'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6750'STATION IS LOCATED 0.85 MILE (1.37 KM) SOUTH SOUTHWEST OF PINERIDGE.
 AC6750'OWNERSHIP--LAURA MARTIN, 1116 MYRTLE ROAD, WEST COLUMBIA, SC 29172. TO
 AC6750'REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 302
 AC6750'(EDMUND HIGHWAY) AND INTERSTATE 26 (EXIT 113) , 4.6 MILES (7.4 KM)
 AC6750'SOUTHWEST OF COLUMBIA, GO SOUTHWEST ON HIGHWAY 302 FOR 4.15 MILES
 AC6750'(6.68 KM) TO THE JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD) , TURN LEFT
 AC6750'ON ROAD 103 FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 73
 AC6750'(FISH HATCHERY ROAD) , TURN RIGHT ON ROAD 73 FOR 0.85 MILE (1.37 KM)
 AC6750'TO THE JUNCTION OF STATE ROAD 1271 (MYRTLE ROAD) , TURN RIGHT ON ROAD
 AC6750'1271 FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A POWER POLE IN THE
 AC6750'NORTH ANGLE OF A SAND DRIVE LEADING TO A VINYL-SIDED HOUSE NUMBER
 AC6750'1116.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 AC6750'(0.6 M) ABOVE THE ROAD, 72.2 FEET (22.0 M) WEST SOUTHWEST OF THE WEST
 AC6750'CORNER OF THE HOUSE, 13.6 FEET (4.1 M) EAST SOUTHEAST OF THE POWER
 AC6750'POLE C-35365 WITH A TRANSFORMER, 29.5 FEET (9.0 M) NORTHEAST OF THE
 AC6750'CENTER OF THE ROAD, 25.5 FEET (7.8 M) NORTH NORTHWEST OF THE NORTHWEST
 AC6750'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A SAND DRIVEWAY TO THE
 AC6750'HOUSE, 86.6 FEET (26.4 M) SOUTH OF THE SOUTH CORNER OF A VINYL-SIDED
 AC6750'HOUSE NUMBER 1118, 13.7 FEET (4.2 M) EAST SOUTHEAST OF A WITNESS POST.
 AC6750'DESCRIBED BY R.W. ROBERTS.
 AC6750
 AC6750                          STATION RECOVERY (2001)
 AC6750
 AC6750'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6750'STATION IS LOCATED 0.8 MILE SOUTH SOUTHWEST OF PINERIDGE, 8.9 MILES
 AC6750'SOUTHEAST OF  LEXINGTON. OWNERSHIP--LAURA MARTIN, 1116 MYRTLE ROAD,
 AC6750'WEST COLUMBIA, SC 29172. TO REACH THE STATION FROM THE JUNCTION
 AC6750'OVERPASS OF STATE HIGHWAY 302 AND INTERSTATE  26 (EXIT 113), 0.9 MILE
 AC6750'EAST SOUTHEAST OF SPRINGDALE, GO SOUTHWEST ON HIGHWAY 302 FOR  4.1
 AC6750'MILES TO THE JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD), TURN LEFT ON
 AC6750'ROAD 103 FOR 1.8  MILES TO THE JUNCTION OF STATE ROAD 73 (FISH
 AC6750'HATCHERY ROAD), TURN RIGHT ON ROAD 73 FOR  0.85 MILE TO THE JUNCTION
 AC6750'OF STATE ROAD 1271 (MYRTLE ROAD), TURN RIGHT ON ROAD 1271 FOR  0.05
 AC6750'MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A
 AC6750'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE THE ROAD, 30.0
 AC6750'FEET NORTHEAST OF THE CENTER OF THE ROAD, 13.6 FEET EAST SOUTHEAST OF
 AC6750'THE POWER  POLE C-35365 WITH A TRANSFORMER, 25.5 FEET NORTH NORTHWEST
 AC6750'OF THE NORTHWEST END  OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A
 AC6750'DRIVEWAY LEADING TO A VINYL-SIDED  HOUSE NUMBER 1116, 71.9 FEET WEST
 AC6750'OF THE WEST CORNER OF HOUSE NUMBER 1116, 86.5 FEET  SOUTH OF THE SOUTH
 AC6750'CORNER OF THE SOUTHEAST WING OF A VINYL-SIDED HOUSE NUMBER  1118, 13.5
 AC6750'FEET EAST SOUTHEAST OF A WITNESS POST. NOTE-STATION IS CONSIDERED
 AC6750'MARGINAL FOR GPS OBSERVATIONS. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6752 ***********************************************************************
 AC6752  DESIGNATION -  32 099
 AC6752  PID         -  AC6752
 AC6752  STATE/COUNTY-  SC/LEXINGTON
 AC6752  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AC6752
 AC6752                         *CURRENT SURVEY CONTROL
 AC6752  ___________________________________________________________________
 AC6752* NAD 83(1986)-  33 54 26.     (N)    081 07 10.     (W)     SCALED    
 AC6752* NAVD 88     -        56.596  (meters)     185.68   (feet)  ADJUSTED  
 AC6752  ___________________________________________________________________
 AC6752  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AC6752  DYNAMIC HT  -          56.537 (meters)     185.49  (feet)  COMP
 AC6752  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 AC6752
 AC6752  VERT ORDER  -  FIRST     CLASS II
 AC6752
 AC6752.The horizontal coordinates were scaled from a topographic map and have
 AC6752.an estimated accuracy of +/- 6 seconds.
 AC6752
 AC6752.The orthometric height was determined by differential leveling
 AC6752.and adjusted by the National Geodetic Survey in May 1997..
 AC6752
 AC6752.The geoid height was determined by GEOID03.
 AC6752
 AC6752.The dynamic height is computed by dividing the NAVD 88
 AC6752.geopotential number by the normal gravity value computed on the
 AC6752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6752.degrees latitude (g = 980.6199 gals.).
 AC6752
 AC6752.The modeled gravity was interpolated from observed gravity values.
 AC6752
 AC6752;                    North         East    Units  Estimated Accuracy
 AC6752;SPC SC       -   229,990.      598,560.      MT  (+/- 180 meters Scaled)
 AC6752
 AC6752                          SUPERSEDED SURVEY CONTROL
 AC6752
 AC6752.No superseded survey control is available for this station.
 AC6752
 AC6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT889518(NAD 83)
 AC6752_MARKER: DD = SURVEY DISK
 AC6752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6752_STAMPING: 32 099 1995
 AC6752_MARK LOGO: SCGS  
 AC6752_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6752+STABILITY: SURFACE MOTION
 AC6752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6752+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6752
 AC6752  HISTORY     - Date     Condition        Report By
 AC6752  HISTORY     - 1995     MONUMENTED       SCGS
 AC6752
 AC6752                          STATION DESCRIPTION
 AC6752
 AC6752'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6752'STATION IS LOCATED 0.9 MILE (1.4 KM) WEST SOUTHWEST OF PINERIDGE.
 AC6752'OWNERSHIP--ROBIN DYSON, 1657 BAVARIAN STREET, WEST COLUMBIA, SC 29172.
 AC6752'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 302
 AC6752'(EDMUND HIGHWAY) AND INTERSTATE 26 (EXIT 113) , 4.6 MILES (7.4 KM)
 AC6752'SOUTHWEST OF COLUMBIA, GO SOUTHWEST ON HIGHWAY 302 FOR 4.15 MILES
 AC6752'(6.68 KM) TO THE JUNCTION OF STATE ROAD 103 (RAMBLIN ROAD) , TURN LEFT
 AC6752'ON ROAD 103 FOR 0.8 MILE (1.3 KM) TO THE JUNCTION OF STATE ROAD 416
 AC6752'(CONGAREE DRIVE) , TURN RIGHT ON ROAD 416 FOR 0.35 MILE (0.56 KM) TO
 AC6752'THE STATION IN THE YARD OF A BRICK HOUSE IN THE NORTHEAST ANGLE OF THE
 AC6752'JUNCTION OF STATE ROAD 1273 (BAVARIAN STREET) .  STATION IS A CONCRETE
 AC6752'POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 42.8
 AC6752'FEET (13.0 M) EAST OF THE CENTER OF ROAD 416, 26.8 FEET (8.2 M) NORTH
 AC6752'OF THE CENTER OF ROAD 1273, 106.5 FEET (32.5 M) WEST OF THE SOUTHWEST
 AC6752'CORNER OF THE BRICK HOUSE, 63.5 FEET (19.4 M) SOUTH OF THE SOUTH ONE
 AC6752'OF TWO MAJOR POWER LINE CROSSING POLES WITH A SCGS REFERENCE WASHER
 AC6752'ATTACHED, 12.8 FEET (3.9 M) EAST NORTHEAST OF A WITNESS POST.
 AC6752'DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6736 ***********************************************************************
 AC6736  DESIGNATION -  32 100
 AC6736  PID         -  AC6736
 AC6736  STATE/COUNTY-  SC/LEXINGTON
 AC6736  USGS QUAD   -  PELION EAST (1982)
 AC6736
 AC6736                         *CURRENT SURVEY CONTROL
 AC6736  ___________________________________________________________________
 AC6736* NAD 83(1986)-  33 50 42.     (N)    081 11 38.     (W)     SCALED    
 AC6736* NAVD 88     -       132.408  (meters)     434.41   (feet)  ADJUSTED  
 AC6736  ___________________________________________________________________
 AC6736  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AC6736  DYNAMIC HT  -         132.270 (meters)     433.96  (feet)  COMP
 AC6736  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 AC6736
 AC6736  VERT ORDER  -  FIRST     CLASS II
 AC6736
 AC6736.The horizontal coordinates were scaled from a topographic map and have
 AC6736.an estimated accuracy of +/- 6 seconds.
 AC6736
 AC6736.The orthometric height was determined by differential leveling
 AC6736.and adjusted by the National Geodetic Survey in May 1997..
 AC6736
 AC6736.The geoid height was determined by GEOID03.
 AC6736
 AC6736.The dynamic height is computed by dividing the NAVD 88
 AC6736.geopotential number by the normal gravity value computed on the
 AC6736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6736.degrees latitude (g = 980.6199 gals.).
 AC6736
 AC6736.The modeled gravity was interpolated from observed gravity values.
 AC6736
 AC6736;                    North         East    Units  Estimated Accuracy
 AC6736;SPC SC       -   223,100.      591,660.      MT  (+/- 180 meters Scaled)
 AC6736
 AC6736                          SUPERSEDED SURVEY CONTROL
 AC6736
 AC6736.No superseded survey control is available for this station.
 AC6736
 AC6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT820449(NAD 83)
 AC6736_MARKER: DD = SURVEY DISK
 AC6736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6736_STAMPING: 32 100 1995
 AC6736_MARK LOGO: SCGS  
 AC6736_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6736+STABILITY: SURFACE MOTION
 AC6736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6736+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6736
 AC6736  HISTORY     - Date     Condition        Report By
 AC6736  HISTORY     - 1995     MONUMENTED       SCGS
 AC6736
 AC6736                          STATION DESCRIPTION
 AC6736
 AC6736'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6736'STATION IS LOCATED 5.7 MILES (9.2 KM) SOUTHWEST OF SOUTH CONGAREE,
 AC6736'5.65 MILES (9.09 KM) WEST NORTHWEST OF GASTON.  OWNERSHIP--COLGATE W.
 AC6736'DARDEN III, 487 PEACHTREE ROCK ROAD, LEXINGTON, SC 29073, PHONE
 AC6736'803-755-2655.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 AC6736'HIGHWAYS 6 AND 302 (EDMUND HIGHWAY) , 5.55 MILES (8.93 KM) NORTH
 AC6736'NORTHEAST OF PELION, GO SOUTH ON HIGHWAY 6 FOR 0.3 MILE (0.5 KM) TO A
 AC6736'SAND ROAD LEFT (JASON ROAD) , TURN LEFT ON JASON ROAD FOR 0.5 MILE
 AC6736'(0.8 KM) TO A REVERSE FORK RIGHT (PEACHTREE ROCK ROAD) , BEAR LEFT ON
 AC6736'PEACHTREE ROCK ROAD FOR 0.45 MILE (0.72 KM) TO A DRIVEWAY RIGHT, TURN
 AC6736'RIGHT ON DRIVEWAY FOR 0.1 MILE (0.2 KM) TO A WROUGHT-IRON GATE,
 AC6736'CONTINUE ON PAVED DRIVEWAY FOR 0.35 MILE (0.56 KM) TO THE STATION NEAR
 AC6736'A POWER POLE IN THE WEST ANGLE OF A TRACK ROAD LEADING WEST SOUTHWEST
 AC6736'ALONG THE POWER LINE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AC6736'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE DRIVEWAY, 13.2 FEET (4.0 M) WEST
 AC6736'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 9.1 FEET (2.8 M) EAST
 AC6736'NORTHEAST OF THE POWER POLE WITH TWO GUY WIRES, 15.3 FEET (4.7 M)
 AC6736'NORTH NORTHEAST OF THE CENTER OF THE TRACK ROAD, 4.3 FEET (1.3 M) WEST
 AC6736'OF A WITNESS POST.  DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6732 ***********************************************************************
 AC6732  DESIGNATION -  32 101
 AC6732  PID         -  AC6732
 AC6732  STATE/COUNTY-  SC/LEXINGTON
 AC6732  USGS QUAD   -  PELION EAST (1982)
 AC6732
 AC6732                         *CURRENT SURVEY CONTROL
 AC6732  ___________________________________________________________________
 AC6732* NAD 83(1986)-  33 51 40.     (N)    081 11 05.     (W)     SCALED    
 AC6732* NAVD 88     -       124.205  (meters)     407.50   (feet)  ADJUSTED  
 AC6732  ___________________________________________________________________
 AC6732  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AC6732  DYNAMIC HT  -         124.076 (meters)     407.07  (feet)  COMP
 AC6732  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 AC6732
 AC6732  VERT ORDER  -  FIRST     CLASS II
 AC6732
 AC6732.The horizontal coordinates were scaled from a topographic map and have
 AC6732.an estimated accuracy of +/- 6 seconds.
 AC6732
 AC6732.The orthometric height was determined by differential leveling
 AC6732.and adjusted by the National Geodetic Survey in May 1997..
 AC6732
 AC6732.The geoid height was determined by GEOID03.
 AC6732
 AC6732.The dynamic height is computed by dividing the NAVD 88
 AC6732.geopotential number by the normal gravity value computed on the
 AC6732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6732.degrees latitude (g = 980.6199 gals.).
 AC6732
 AC6732.The modeled gravity was interpolated from observed gravity values.
 AC6732
 AC6732;                    North         East    Units  Estimated Accuracy
 AC6732;SPC SC       -   224,890.      592,510.      MT  (+/- 180 meters Scaled)
 AC6732
 AC6732                          SUPERSEDED SURVEY CONTROL
 AC6732
 AC6732.No superseded survey control is available for this station.
 AC6732
 AC6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT829467(NAD 83)
 AC6732_MARKER: DD = SURVEY DISK
 AC6732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6732_STAMPING: 32 101 1995
 AC6732_MARK LOGO: SCGS  
 AC6732_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6732+STABILITY: SURFACE MOTION
 AC6732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6732+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6732
 AC6732  HISTORY     - Date     Condition        Report By
 AC6732  HISTORY     - 1995     MONUMENTED       SCGS
 AC6732
 AC6732                          STATION DESCRIPTION
 AC6732
 AC6732'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6732'STATION IS LOCATED 4.5 MILES (7.2 KM) SOUTHWEST OF SOUTH CONGAREE, 5.7
 AC6732'MILES (9.2 KM) WEST NORTHWEST OF GASTON.  OWNERSHIP--LEXINGTON COUNTY
 AC6732'LANDFILL, 498 LANDFILL LANE, PHONE 803-755-3325.  TO REACH THE STATION
 AC6732'FROM THE NORTH JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE DRIVE) AND 302
 AC6732'(EDMUND HIGHWAY) , 5.2 MILES (8.4 KM) SOUTHWEST OF SOUTH CONGAREE, GO
 AC6732'NORTH NORTHEAST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO A ROAD
 AC6732'RIGHT (LANDFILL LANE) , TURN RIGHT ON LANDFILL LANE FOR 0.8 MILE (1.3
 AC6732'KM) TO THE STATION ON THE LEFT NEAR A SECURITY LIGHT POLE EAST OF THE
 AC6732'EXIT TO A COUNTY SOLID WASTE COLLECTION STATION.  STATION IS A
 AC6732'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EAST-WEST ROAD,
 AC6732'140.7 FEET (42.9 M) EAST NORTHEAST OF THE CENTER OF LANDFILL LANE,
 AC6732'28.2 FEET (8.6 M) SOUTH SOUTHEAST OF THE CENTER OF THE EAST-WEST ROAD,
 AC6732'9.2 FEET (2.8 M) SOUTH SOUTHWEST OF THE SECURITY LIGHT POLE, 11.4 FEET
 AC6732'(3.5 M) NORTH NORTHEAST OF THE EAST GATE POST, 1.6 FEET (0.5 M) WEST
 AC6732'NORTHWEST OF A WITNESS POST IN A CHAIN LINK FENCE LINE SURROUNDING THE
 AC6732'COLLECTION STATION.  DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6745 ***********************************************************************
 AC6745  DESIGNATION -  32 102
 AC6745  PID         -  AC6745
 AC6745  STATE/COUNTY-  SC/LEXINGTON
 AC6745  USGS QUAD   -  PELION EAST (1982)
 AC6745
 AC6745                         *CURRENT SURVEY CONTROL
 AC6745  ___________________________________________________________________
 AC6745* NAD 83(1986)-  33 52 24.     (N)    081 07 38.     (W)     SCALED    
 AC6745* NAVD 88     -        79.426  (meters)     260.58   (feet)  ADJUSTED  
 AC6745  ___________________________________________________________________
 AC6745  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AC6745  DYNAMIC HT  -          79.344 (meters)     260.31  (feet)  COMP
 AC6745  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 AC6745
 AC6745  VERT ORDER  -  FIRST     CLASS II
 AC6745
 AC6745.The horizontal coordinates were scaled from a topographic map and have
 AC6745.an estimated accuracy of +/- 6 seconds.
 AC6745
 AC6745.The orthometric height was determined by differential leveling
 AC6745.and adjusted by the National Geodetic Survey in May 1997..
 AC6745
 AC6745.The geoid height was determined by GEOID03.
 AC6745
 AC6745.The dynamic height is computed by dividing the NAVD 88
 AC6745.geopotential number by the normal gravity value computed on the
 AC6745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6745.degrees latitude (g = 980.6199 gals.).
 AC6745
 AC6745.The modeled gravity was interpolated from observed gravity values.
 AC6745
 AC6745;                    North         East    Units  Estimated Accuracy
 AC6745;SPC SC       -   226,240.      597,830.      MT  (+/- 180 meters Scaled)
 AC6745
 AC6745                          SUPERSEDED SURVEY CONTROL
 AC6745
 AC6745.No superseded survey control is available for this station.
 AC6745
 AC6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT882481(NAD 83)
 AC6745_MARKER: DD = SURVEY DISK
 AC6745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6745_STAMPING: 32 102 1995
 AC6745_MARK LOGO: SCGS  
 AC6745_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6745+STABILITY: SURFACE MOTION
 AC6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6745+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6745
 AC6745  HISTORY     - Date     Condition        Report By
 AC6745  HISTORY     - 1995     MONUMENTED       SCGS
 AC6745
 AC6745                          STATION DESCRIPTION
 AC6745
 AC6745'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6745'STATION IS LOCATED 2.65 MILES (4.26 KM) SOUTH OF SOUTH CONGAREE.
 AC6745'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6745'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6745'NORTH JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE DRIVE) AND 302 (EDMUND
 AC6745'HIGHWAY) , 5.2 MILES (8.4 KM) SOUTHWEST OF SOUTH CONGAREE, GO NORTH
 AC6745'NORTHEAST ON HIGHWAY 302 FOR 2.9 MILES (4.7 KM) TO THE JUNCTION OF
 AC6745'STATE ROAD 647 (GATOR ROAD) , TURN RIGHT ON ROAD 647 FOR 2.8 MILES
 AC6745'(4.5 KM) TO THE STATION NEAR A POWER POLE IN THE SOUTH ANGLE OF THE
 AC6745'JUNCTION OF STATE ROAD 415 (CHURCH STREET) .  STATION IS A CONCRETE
 AC6745'POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW ROAD 415, 96.5
 AC6745'FEET (29.4 M) NORTHWEST OF A 2.3-FOOT LEANING CEDAR TREE, 31.5 FEET
 AC6745'(9.6 M) SOUTH SOUTHWEST OF THE CENTER OF ROAD 415, 10.1 FEET (3.1 M)
 AC6745'WEST OF THE POWER POLE NUMBER 232268 WITH A GUY WIRE, 166.0 FEET (50.6
 AC6745'M) SOUTHEAST OF THE SOUTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 AC6745'BENEATH ROAD 415, 58.9 FEET (18.0 M) SOUTH SOUTHWEST OF THE EXTENDED
 AC6745'CENTER OF ROAD 647, 55.1 FEET (16.8 M) SOUTHWEST OF A TELEPHONE
 AC6745'JUNCTION BOX NUMBER 5, 8.2 FEET (2.5 M) SOUTHEAST OF A WITNESS POST
 AC6745'BESIDE A BURIED CABLE WARNING POST.  DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6759 ***********************************************************************
 AC6759  DESIGNATION -  32 103
 AC6759  PID         -  AC6759
 AC6759  STATE/COUNTY-  SC/LEXINGTON
 AC6759  USGS QUAD   -  LEXINGTON (1987)
 AC6759
 AC6759                         *CURRENT SURVEY CONTROL
 AC6759  ___________________________________________________________________
 AC6759* NAD 83(1986)-  33 52 40.     (N)    081 07 46.     (W)     SCALED    
 AC6759* NAVD 88     -        79.209  (meters)     259.87   (feet)  ADJUSTED  
 AC6759  ___________________________________________________________________
 AC6759  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AC6759  DYNAMIC HT  -          79.128 (meters)     259.61  (feet)  COMP
 AC6759  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 AC6759
 AC6759  VERT ORDER  -  FIRST     CLASS II
 AC6759
 AC6759.The horizontal coordinates were scaled from a topographic map and have
 AC6759.an estimated accuracy of +/- 6 seconds.
 AC6759
 AC6759.The orthometric height was determined by differential leveling
 AC6759.and adjusted by the National Geodetic Survey in May 1997..
 AC6759
 AC6759.The geoid height was determined by GEOID03.
 AC6759
 AC6759.The dynamic height is computed by dividing the NAVD 88
 AC6759.geopotential number by the normal gravity value computed on the
 AC6759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6759.degrees latitude (g = 980.6199 gals.).
 AC6759
 AC6759.The modeled gravity was interpolated from observed gravity values.
 AC6759
 AC6759;                    North         East    Units  Estimated Accuracy
 AC6759;SPC SC       -   226,730.      597,630.      MT  (+/- 180 meters Scaled)
 AC6759
 AC6759                          SUPERSEDED SURVEY CONTROL
 AC6759
 AC6759.No superseded survey control is available for this station.
 AC6759
 AC6759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT880486(NAD 83)
 AC6759_MARKER: DD = SURVEY DISK
 AC6759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6759_STAMPING: 32 103 1995
 AC6759_MARK LOGO: SCGS  
 AC6759_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6759+STABILITY: SURFACE MOTION
 AC6759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6759+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6759
 AC6759  HISTORY     - Date     Condition        Report By
 AC6759  HISTORY     - 1995     MONUMENTED       SCGS
 AC6759
 AC6759                          STATION DESCRIPTION
 AC6759
 AC6759'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6759'STATION IS LOCATED 2.3 MILES (3.7 KM) SOUTH OF SOUTH CONGAREE.
 AC6759'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA,
 AC6759'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE NORTH
 AC6759'JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE DRIVE) AND 302 (EDMUND
 AC6759'HIGHWAY) , 5.2 MILES (8.4 KM) SOUTHWEST OF SOUTH CONGAREE, GO NORTH
 AC6759'NORTHEAST ON HIGHWAY 302 FOR 3.7 MILES (6.0 KM) TO THE JUNCTION OF
 AC6759'STATE ROAD 1287 (PRINCETON ROAD) , TURN RIGHT ON ROAD 1287 FOR 1.9
 AC6759'MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 415 (CHURCH STREET) AND
 AC6759'THE STATION ON THE RIGHT NEAR A POWER POLE ON THE NORTHEAST SIDE OF AN
 AC6759'OPTIC FIBER JUNCTION BOX IN THE SOUTH ANGLE OF THE EXTENDED CENTER OF
 AC6759'ROAD 1287.  STATION IS A CONCRETE MONUMENT FLUSH WITH THE GROUND
 AC6759'SURFACE AND 2.0 FEET (0.6 M) ABOVE ROAD 415, 53.5 FEET (16.3 M)
 AC6759'SOUTHWEST OF THE EXTENDED CENTER OF ROAD 1287, 40.2 FEET (12.3 M)
 AC6759'SOUTHEAST OF THE CENTER OF ROAD 415, 19.2 FEET (5.9 M) SOUTH SOUTHEAST
 AC6759'OF A WITNESS POST AT A DOUBLE HEADED ARROW SIGN, 7.7 FEET (2.3 M) EAST
 AC6759'NORTHEAST OF THE NORTH CORNER OF THE CONCRETE PAD FOR THE LARGE
 AC6759'JUNCTION BOX, 7.6 FEET (2.3 M) NORTH NORTHEAST OF THE EAST CORNER OF
 AC6759'THE CONCRETE PAD FOR THE LARGE JUNCTION BOX, AND 2.9 FEET (0.9 M)
 AC6759'NORTHEAST OF POWER POLE WITH METAL CONDUIT ATTACHED. DESCRIBED BY C.E.
 AC6759'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6757 ***********************************************************************
 AC6757  DESIGNATION -  32 104
 AC6757  PID         -  AC6757
 AC6757  STATE/COUNTY-  SC/LEXINGTON
 AC6757  USGS QUAD   -  LEXINGTON (1987)
 AC6757
 AC6757                         *CURRENT SURVEY CONTROL
 AC6757  ___________________________________________________________________
 AC6757* NAD 83(1986)-  33 53 45.     (N)    081 07 56.     (W)     SCALED    
 AC6757* NAVD 88     -        72.528  (meters)     237.95   (feet)  ADJUSTED  
 AC6757  ___________________________________________________________________
 AC6757  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AC6757  DYNAMIC HT  -          72.453 (meters)     237.71  (feet)  COMP
 AC6757  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 AC6757
 AC6757  VERT ORDER  -  FIRST     CLASS II
 AC6757
 AC6757.The horizontal coordinates were scaled from a topographic map and have
 AC6757.an estimated accuracy of +/- 6 seconds.
 AC6757
 AC6757.The orthometric height was determined by differential leveling
 AC6757.and adjusted by the National Geodetic Survey in May 1997..
 AC6757
 AC6757.The geoid height was determined by GEOID03.
 AC6757
 AC6757.The dynamic height is computed by dividing the NAVD 88
 AC6757.geopotential number by the normal gravity value computed on the
 AC6757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6757.degrees latitude (g = 980.6199 gals.).
 AC6757
 AC6757.The modeled gravity was interpolated from observed gravity values.
 AC6757
 AC6757;                    North         East    Units  Estimated Accuracy
 AC6757;SPC SC       -   228,730.      597,370.      MT  (+/- 180 meters Scaled)
 AC6757
 AC6757                          SUPERSEDED SURVEY CONTROL
 AC6757
 AC6757.No superseded survey control is available for this station.
 AC6757
 AC6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT877506(NAD 83)
 AC6757_MARKER: DD = SURVEY DISK
 AC6757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6757_STAMPING: 32 104 1995
 AC6757_MARK LOGO: SCGS  
 AC6757_PROJECTION: FLUSH
 AC6757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6757+STABILITY: SURFACE MOTION
 AC6757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6757+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2001
 AC6757
 AC6757  HISTORY     - Date     Condition        Report By
 AC6757  HISTORY     - 1995     MONUMENTED       SCGS
 AC6757  HISTORY     - 20011213 GOOD             SCGS
 AC6757
 AC6757                          STATION DESCRIPTION
 AC6757
 AC6757'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6757'STATION IS LOCATED 1.05 MILES (1.69 KM) SOUTH OF SOUTH CONGAREE.
 AC6757'OWNERSHIP--LEXINGTON COUNTY PLANNING AND DEVELOPMENT, 212 SOUTH LAKE
 AC6757'DRIVE, LEXINGTON, SC 29072, PHONE 803-359-8107.  TO REACH THE STATION
 AC6757'FROM THE NORTH JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE DRIVE) AND 302
 AC6757'(EDMUND HIGHWAY) , 5.2 MILES (8.4 KM) SOUTHWEST OF SOUTH CONGAREE, GO
 AC6757'NORTH NORTHEAST ON HIGHWAY 302 FOR 4.6 MILES (7.4 KM) TO THE JUNCTION
 AC6757'OF STATE ROAD 622 (CHAPEL ROAD) , TURN RIGHT ON ROAD 622 FOR 0.8 MILE
 AC6757'(1.3 KM) TO A SAND ROAD LEFT (KYZER DRIVE) AT A RAILROAD CROSSING.
 AC6757'TURN LEFT ON KYZER DRIVE FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE
 AC6757'RIGHT NEAR THE NORTH CORNER OF A CHAIN LINK FENCE SURROUNDING THE
 AC6757'RECTORY OF THE SOUTH CONGAREE ASSEMBLY OF GOD. STATION IS A CONCRETE
 AC6757'MONUMENT FLUSH WITH GROUND SURFACE AND 0.5 FOOT (15.2 CM) ABOVE KYZER
 AC6757'DRIVE, 73.5 FEET (22.4 M) SOUTH SOUTHEAST OF THE CENTER OF KYZER
 AC6757'DRIVE, 38.4 FEET (11.7 M) NORTH OF THE EAST CORNER OF THE BRICK
 AC6757'RECTORY, 23.7 FEET (7.2 M) EAST NORTHEAST POWER POLE 13295 WITH A GUY
 AC6757'WIRE AND A TRANSFORMER, 13.3 FEET (4.1 M) WEST NORTHWEST OF THE CENTER
 AC6757'OF ROAD 415, 3.2 FEET (1.0 M) EAST OF THE CORNER OF THE FENCE, AND 1.7
 AC6757'FEET (0.5 M) NORTH NORTHEAST OF A WITNESS POST IN THE FENCE LINE.
 AC6757'DESCRIBED BY R.  ROBERTS.
 AC6757
 AC6757                          STATION RECOVERY (2001)
 AC6757
 AC6757'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6757'STATION IS LOCATED 1.05 MILES SOUTH OF SOUTH CONGAREE, 8.4 MILES
 AC6757'SOUTHEAST OF  LEXINGTON. OWNERSHIP--SOUTH CONGAREE ASSEMBLY OF GOD,
 AC6757'1008 CHURCH STREET, WEST  COLUMBIA, SC 29170, PASTOR-BRIAN E. LEE,
 AC6757'PHONE 803-755-2329. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6757'STATE HIGHWAY 302 AND INTERSTATE  26 (EXIT 113), 0.9 MILE EAST
 AC6757'SOUTHEAST OF SPRINGDALE, GO SOUTHWEST ON HIGHWAY 302 FOR  4.2 MILES TO
 AC6757'THE JUNCTION OF STATE ROAD 415 (CHURCH STREET), TURN LEFT ON ROAD 415
 AC6757'FOR  1.0 MILE TO THE JUNCTION OF A SAND ROAD (KYZER DRIVE), TURN RIGHT
 AC6757'ON KYZER DRIVE FOR 0.05  MILE TO THE STATION ON THE LEFT NEAR THE
 AC6757'NORTH CORNER OF THE CHAIN LINK FENCE  SURROUNDING THE RECTORY OF THE
 AC6757'SOUTH CONGAREE ASSEMBLY OF GOD CHURCH. STATION IS A CONCRETE POST
 AC6757'FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE KYZER DRIVE,  13.5 FEET SOUTH
 AC6757'SOUTHEAST OF THE CENTER OF KYZER DRIVE, 73.2 FEET WEST NORTHWEST  OF
 AC6757'THE CENTER OF ROAD 415, 3.0 FEET EAST OF THE FENCE CORNER, 24.2 FEET
 AC6757'EAST  NORTHEAST OF A POWER POLE NUMBER 13295 WITH GUY WIRE AND
 AC6757'TRANSFORMER, 1.7 FEET  NORTHEAST OF A WITNESS POST. RECOVERED BY J.B.
 AC6757'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6762 ***********************************************************************
 AC6762  DESIGNATION -  32 105
 AC6762  PID         -  AC6762
 AC6762  STATE/COUNTY-  SC/LEXINGTON
 AC6762  USGS QUAD   -  GASTON (1982)
 AC6762
 AC6762                         *CURRENT SURVEY CONTROL
 AC6762  ___________________________________________________________________
 AC6762* NAD 83(1986)-  33 52 10.     (N)    081 06 05.     (W)     SCALED    
 AC6762* NAVD 88     -        95.347  (meters)     312.82   (feet)  ADJUSTED  
 AC6762  ___________________________________________________________________
 AC6762  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AC6762  DYNAMIC HT  -          95.249 (meters)     312.50  (feet)  COMP
 AC6762  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 AC6762
 AC6762  VERT ORDER  -  FIRST     CLASS II
 AC6762
 AC6762.The horizontal coordinates were scaled from a topographic map and have
 AC6762.an estimated accuracy of +/- 6 seconds.
 AC6762
 AC6762.The orthometric height was determined by differential leveling
 AC6762.and adjusted by the National Geodetic Survey in May 1997..
 AC6762
 AC6762.The geoid height was determined by GEOID03.
 AC6762
 AC6762.The dynamic height is computed by dividing the NAVD 88
 AC6762.geopotential number by the normal gravity value computed on the
 AC6762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6762.degrees latitude (g = 980.6199 gals.).
 AC6762
 AC6762.The modeled gravity was interpolated from observed gravity values.
 AC6762
 AC6762;                    North         East    Units  Estimated Accuracy
 AC6762;SPC SC       -   225,800.      600,220.      MT  (+/- 180 meters Scaled)
 AC6762
 AC6762                          SUPERSEDED SURVEY CONTROL
 AC6762
 AC6762.No superseded survey control is available for this station.
 AC6762
 AC6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT906476(NAD 83)
 AC6762_MARKER: DD = SURVEY DISK
 AC6762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6762_STAMPING: 32 105 1995
 AC6762_MARK LOGO: SCGS  
 AC6762_PROJECTION: FLUSH
 AC6762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6762+STABILITY: SURFACE MOTION
 AC6762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6762+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2001
 AC6762
 AC6762  HISTORY     - Date     Condition        Report By
 AC6762  HISTORY     - 1995     MONUMENTED       SCGS
 AC6762  HISTORY     - 20011128 GOOD             SCGS
 AC6762
 AC6762                          STATION DESCRIPTION
 AC6762
 AC6762'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6762'STATION IS LOCATED 3.6 MILES (5.8 KM) NORTH OF GASTON.
 AC6762'OWNERSHIP--LEXINGTON COUNTY PLANNING AND DEVELOPMENT, 212 SOUTH LAKE
 AC6762'DRIVE, LEXINGTON, SC 29072, PHONE 803-359-8107.  TO REACH THE STATION
 AC6762'FROM THE JUNCTION OF U.S.  HIGHWAYS 321, 21, 176 (CHARLESTON HIGHWAY)
 AC6762', 2.6 MILES (4.2 KM) EAST SOUTHEAST OF PINERIDGE, GO SOUTH ON HIGHWAY
 AC6762'321 FOR 3.5 MILES (5.6 KM) TO THE JUNCTION OF STATE ROAD 719 (BUSBEE
 AC6762'ROAD) , TURN RIGHT ON ROAD 719 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION
 AC6762'OF STATE ROAD 1880 (SANDWOOD ROAD) , CONTINUE ON ROAD 719 FOR 0.45
 AC6762'MILE (0.72 KM) TO THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE
 AC6762'OF A SAND DRIVEWAY LEADING TO HOUSE NUMBER 1365 BUSBEE ROAD. STATION
 AC6762'IS A CONCRETE MONUMENT FLUSH WITH GROUND AND 2.0 FEET (0.6 M) BELOW
 AC6762'STATE ROAD 719, 33.3 FEET (10.1 M) EAST NORTHEAST OF THE CENTER OF
 AC6762'ROAD 719, 28.4 FEET (8.7 M) NORTH NORTHWEST OF THE CENTER OF THE
 AC6762'DRIVEWAY, 20.7 FEET (6.3 M) NORTH NORTHEAST OF THE NORTHWEST END OF
 AC6762'1.2 FEET (0.4 M) CONCRETE PIPE CULVERT BENEATH SAND DRIVE, 6.4 FEET
 AC6762'(2.0 M) SOUTHEAST OF POWER POLE NUMBER 5033 WITH NINE GUY WIRES, AND
 AC6762'8.7 FEET (2.7 M) WEST NORTHWEST OF A WITNESS POST.  DESCRIBED BY C.J.
 AC6762'STONE AND C.W.  MCCONNELEE.
 AC6762
 AC6762                          STATION RECOVERY (2001)
 AC6762
 AC6762'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AC6762'STATION IS LOCATED 3.6 MILES NORTH OF GASTON, 10.9 MILES SOUTHEAST OF
 AC6762'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AC6762'191, COLUMBIA, SC 29202,  PHONE 803-737-1350.
 AC6762' 
 AC6762'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 321, 176 AND
 AC6762'21, 2.6 MILES  EAST SOUTHEAST OF PINERIDGE, GO SOUTH ON HIGHWAY 321
 AC6762'FOR 3.5 MILES TO THE JUNCTION OF  STATE ROAD 719 (BUSBEE ROAD), TURN
 AC6762'RIGHT ON ROAD 719 FOR 1.3 MILES TO THE JUNCTION OF  STATE ROAD 1880
 AC6762'(SANDWOOD ROAD), CONTINUE ON ROAD 719 FOR 0.45 MILE TO THE STATION  ON
 AC6762'THE RIGHT NEAR A POWER POLE IN THE NORTH ANGLE OF A GRAVEL DRIVEWAY
 AC6762'LEADING TO  A TWO STORY BRICK HOUSE NUMBER 1365.
 AC6762' 
 AC6762'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 AC6762'THE ROAD,  33.7 FEET EAST NORTHEAST OF THE CENTER OF THE ROAD, 28.0
 AC6762'FEET NORTH NORTHWEST  OF THE CENTER OF THE DRIVE, 6.9 FEET SOUTHEAST
 AC6762'OF THE POWER POLE NUMBER 5033  WITH NINE GUY WIRES, 20.6 FEET NORTH
 AC6762'NORTHEAST OF THE NORTHWEST END OF A  1.5-FOOT CONCRETE PIPE CULVERT
 AC6762'BENEATH THE DRIVE, 8.4 FEET NORTHWEST OF A  WITNESS POST.
 AC6762' 
 AC6762'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6695 ***********************************************************************
 AC6695  DESIGNATION -  32 106
 AC6695  PID         -  AC6695
 AC6695  STATE/COUNTY-  SC/LEXINGTON
 AC6695  USGS QUAD   -  LEXINGTON (1987)
 AC6695
 AC6695                         *CURRENT SURVEY CONTROL
 AC6695  ___________________________________________________________________
 AC6695* NAD 83(1986)-  33 57 06.     (N)    081 09 36.     (W)     SCALED    
 AC6695* NAVD 88     -        84.355  (meters)     276.75   (feet)  ADJUSTED  
 AC6695  ___________________________________________________________________
 AC6695  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AC6695  DYNAMIC HT  -          84.267 (meters)     276.47  (feet)  COMP
 AC6695  MODELED GRAV-     979,601.2   (mgal)                       NAVD 88
 AC6695
 AC6695  VERT ORDER  -  FIRST     CLASS II
 AC6695
 AC6695.The horizontal coordinates were scaled from a topographic map and have
 AC6695.an estimated accuracy of +/- 6 seconds.
 AC6695
 AC6695.The orthometric height was determined by differential leveling
 AC6695.and adjusted by the National Geodetic Survey in May 1997..
 AC6695
 AC6695.The geoid height was determined by GEOID03.
 AC6695
 AC6695.The dynamic height is computed by dividing the NAVD 88
 AC6695.geopotential number by the normal gravity value computed on the
 AC6695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6695.degrees latitude (g = 980.6199 gals.).
 AC6695
 AC6695.The modeled gravity was interpolated from observed gravity values.
 AC6695
 AC6695;                    North         East    Units  Estimated Accuracy
 AC6695;SPC SC       -   234,930.      594,810.      MT  (+/- 180 meters Scaled)
 AC6695
 AC6695                          SUPERSEDED SURVEY CONTROL
 AC6695
 AC6695.No superseded survey control is available for this station.
 AC6695
 AC6695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT852568(NAD 83)
 AC6695_MARKER: DD = SURVEY DISK
 AC6695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6695_STAMPING: 32 106 1995
 AC6695_MARK LOGO: SCGS  
 AC6695_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6695+STABILITY: SURFACE MOTION
 AC6695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6695+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6695
 AC6695  HISTORY     - Date     Condition        Report By
 AC6695  HISTORY     - 1995     MONUMENTED       SCGS
 AC6695
 AC6695                          STATION DESCRIPTION
 AC6695
 AC6695'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6695'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST OF SPRINGDALE.
 AC6695'OWNERSHIP--LEXINGTON COUNTY RECREATION AND AGING COMMISSION.  TO REACH
 AC6695'THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND U.S. HIGHWAY 1
 AC6695'(AUGUSTA ROAD (EXIT 58) ), 2.4 MILES (3.9 KM) EAST OF LEXINGTON, GO
 AC6695'EAST ON HIGHWAY 1 FOR 2.25 MILES (3.62 KM) TO THE JUNCTION OF STATE
 AC6695'ROAD 386 (ST.  DAVIDS CHURCH ROAD) , TURN RIGHT ON ROAD 386 FOR 1.6
 AC6695'MILES (2.6 KM) TO THE JUNCTION OF STATE ROAD 899 (SAUSAGE LANE) , TURN
 AC6695'LEFT ON ROAD 899 FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A CHAIN
 AC6695'LINK FENCE SURROUNDING PINE GROVE SPORTS COMPLEX IN THE SOUTH ANGLE OF
 AC6695'THE EXTENDED CENTER OF STATE ROAD 104 (OLD BARNWELL ROAD) .  STATION
 AC6695'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW
 AC6695'THE ROAD, 71.4 FEET (21.8 M) SOUTHEAST OF THE CENTER OF ROAD 104, 43.3
 AC6695'FEET (13.2 M) SOUTHWEST OF THE EXTENDED CENTER OF ROAD 899, 18.7 FEET
 AC6695'(5.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A
 AC6695'BRICK SIGN (PINE GROVE SPORTS COMPLEX) , 17.5 FEET (5.3 M) WEST
 AC6695'SOUTHWEST OF THE SOUTHWEST EDGE OF THE SOUTHWEST CURB OF THE ENTRANCE
 AC6695'DRIVE TO THE COMPLEX, 58.9 FEET (18.0 M) EAST OF A POWER POLE NUMBER
 AC6695'43770 WITH TWO GUY WIRES AND A TRANSFORMER, 2.7 FEET (0.8 M) NORTH
 AC6695'NORTHEAST OF A WITNESS POST IN THE CHAIN LINK FENCE LINE.  DESCRIBED
 AC6695'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9224 ***********************************************************************
 AE9224  DESIGNATION -  32 107
 AE9224  PID         -  AE9224
 AE9224  STATE/COUNTY-  SC/LEXINGTON
 AE9224  USGS QUAD   -  PELION EAST (1982)
 AE9224
 AE9224                         *CURRENT SURVEY CONTROL
 AE9224  ___________________________________________________________________
 AE9224* NAD 83(1986)-  33 49 03.     (N)    081 13 05.     (W)     SCALED    
 AE9224* NAVD 88     -       141.333  (meters)     463.69   (feet)  ADJUSTED  
 AE9224  ___________________________________________________________________
 AE9224  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AE9224  DYNAMIC HT  -         141.186 (meters)     463.21  (feet)  COMP
 AE9224  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 AE9224
 AE9224  VERT ORDER  -  FIRST     CLASS II
 AE9224
 AE9224.The horizontal coordinates were scaled from a topographic map and have
 AE9224.an estimated accuracy of +/- 6 seconds.
 AE9224
 AE9224.The orthometric height was determined by differential leveling
 AE9224.and adjusted by the National Geodetic Survey in February 1999..
 AE9224
 AE9224.The geoid height was determined by GEOID03.
 AE9224
 AE9224.The dynamic height is computed by dividing the NAVD 88
 AE9224.geopotential number by the normal gravity value computed on the
 AE9224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9224.degrees latitude (g = 980.6199 gals.).
 AE9224
 AE9224.The modeled gravity was interpolated from observed gravity values.
 AE9224
 AE9224;                    North         East    Units  Estimated Accuracy
 AE9224;SPC SC       -   220,060.      589,420.      MT  (+/- 180 meters Scaled)
 AE9224
 AE9224                          SUPERSEDED SURVEY CONTROL
 AE9224
 AE9224.No superseded survey control is available for this station.
 AE9224
 AE9224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT798419(NAD 83)
 AE9224_MARKER: DD = SURVEY DISK
 AE9224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9224_STAMPING: 32 107 1997
 AE9224_MARK LOGO: SCGS  
 AE9224_PROJECTION: RECESSED 5 CENTIMETERS
 AE9224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9224+STABILITY: SURFACE MOTION
 AE9224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9224+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 AE9224
 AE9224  HISTORY     - Date     Condition        Report By
 AE9224  HISTORY     - 1997     MONUMENTED       SCGS
 AE9224  HISTORY     - 20020612 GOOD             SCGS
 AE9224
 AE9224                          STATION DESCRIPTION
 AE9224
 AE9224'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE9224'STATION IS LOCATED 4.0 MILES (6.4 KM) NORTH NORTHEAST OF PELION, 11.5
 AE9224'MILES (18.5 KM) SOUTH OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AE9224'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AE9224'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 302
 AE9224'(EDMUND HIGHWAY) AND 6, 6.7 MILES (10.8 KM) WEST NORTHWEST OF GASTON,
 AE9224'GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.55 MILES (2.49 KM) TO THE
 AE9224'JUNCTION OF A SAND ROAD LEFT (JIM SPENCE ROAD), TURN LEFT ON JIM
 AE9224'SPENCE ROAD FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A
 AE9224'POWER POLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AE9224'LEVEL WITH THE SAND ROAD, 22.8 FEET (6.9 M) SOUTH OF THE CENTER OF THE
 AE9224'SAND ROAD, 95.5 FEET (29.1 M) EAST OF THE CENTER OF A GATED SAND ROAD
 AE9224'LEADING SOUTH, 4.5 FEET (1.4 M) NORTHWEST OF THE POWER POLE NUMBER
 AE9224'415361 WITH A TRANSFORMER AND TWO GUY WIRES, 3.3 FEET (1.0 M) NORTH OF
 AE9224'A WITNESS POST. DESCRIBED BY R.W. ROBERTS.
 AE9224
 AE9224                          STATION RECOVERY (2002)
 AE9224
 AE9224'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AE9224'STATION IS LOCATED 4.1 MILES NORTH NORTHEAST OF PELION, 11.35 MILES
 AE9224'SOUTH SOUTHEAST OF  LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AE9224'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 AE9224'803-737-1350. T0 REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AE9224'302 (EDMUND HIGHWAY) AND  6, 6.55 MILES SOUTHWEST OF SOUTH CONGAREE,
 AE9224'GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR  1.6 MILES TO THE JUNCTION OF A
 AE9224'SAND ROAD LEFT (JIM SPENCE ROAD), TURN LEFT ON JIM  SPENCE ROAD FOR
 AE9224'0.2 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE STATION IS A
 AE9224'CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE SAND ROAD, 24.3
 AE9224'FEET SOUTH OF THE CENTER OF THE SAND ROAD, 4.6 FEET WEST NORTHWEST OF
 AE9224'THE POWER  POLE NUMBER 415361 WITH A TRANSFORMER, 98.5 FEET EAST
 AE9224'SOUTHEAST OF THE CENTER OF  A DRIVEWAY LEADING SOUTH TO PROPERTY
 AE9224'NUMBER 2013, 3.1 FEET NORTH OF A WITNESS  POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9225 ***********************************************************************
 AE9225  DESIGNATION -  32 108
 AE9225  PID         -  AE9225
 AE9225  STATE/COUNTY-  SC/LEXINGTON
 AE9225  USGS QUAD   -  PELION EAST (1982)
 AE9225
 AE9225                         *CURRENT SURVEY CONTROL
 AE9225  ___________________________________________________________________
 AE9225* NAD 83(2001)-  33 48 26.84504(N)    081 13 33.37901(W)     ADJUSTED  
 AE9225* NAVD 88     -       134.798  (meters)     442.25   (feet)  ADJUSTED  
 AE9225  ___________________________________________________________________
 AE9225  X           -     809,255.680 (meters)                     COMP
 AE9225  Y           -  -5,243,172.933 (meters)                     COMP
 AE9225  Z           -   3,528,778.536 (meters)                     COMP
 AE9225  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AE9225  ELLIP HEIGHT-         103.81  (meters)          (05/06/05) GPS OBS
 AE9225  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 AE9225  DYNAMIC HT  -         134.657 (meters)     441.79  (feet)  COMP
 AE9225  MODELED GRAV-     979,590.2   (mgal)                       NAVD 88
 AE9225
 AE9225  HORZ ORDER  -  FIRST
 AE9225  VERT ORDER  -  FIRST     CLASS II
 AE9225  ELLP ORDER  -  FOURTH    CLASS II
 AE9225
 AE9225.The horizontal coordinates were established by GPS observations
 AE9225.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE9225
 AE9225.The orthometric height was determined by differential leveling
 AE9225.and adjusted by the National Geodetic Survey in February 1999..
 AE9225
 AE9225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9225
 AE9225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9225
 AE9225.The ellipsoidal height was determined by GPS observations
 AE9225.and is referenced to NAD 83.
 AE9225
 AE9225.The geoid height was determined by GEOID03.
 AE9225
 AE9225.The dynamic height is computed by dividing the NAVD 88
 AE9225.geopotential number by the normal gravity value computed on the
 AE9225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9225.degrees latitude (g = 980.6199 gals.).
 AE9225
 AE9225.The modeled gravity was interpolated from observed gravity values.
 AE9225
 AE9225;                    North         East     Units Scale Factor Converg.
 AE9225;SPC SC       -   218,945.102   588,684.005   MT  0.99979655   -0 07 30.9
 AE9225;SPC SC       -   718,323.83  1,931,377.97   iFT  0.99979655   -0 07 30.9
 AE9225;UTM  17      - 3,740,830.462   479,088.080   MT  0.99960539   -0 07 32.6
 AE9225
 AE9225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9225!SPC SC       -   0.99998370  x   0.99979655  =   0.99978026
 AE9225!UTM  17      -   0.99998370  x   0.99960539  =   0.99958910
 AE9225
 AE9225                          SUPERSEDED SURVEY CONTROL
 AE9225
 AE9225  NAVD 88 (05/06/05)  134.80   (m)          442.3    (f) LEVELING    3  
 AE9225
 AE9225.Superseded values are not recommended for survey control.
 AE9225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9225.See file dsdata.txt to determine how the superseded data were derived.
 AE9225
 AE9225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7908840830(NAD 83)
 AE9225_MARKER: DD = SURVEY DISK
 AE9225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9225_STAMPING: 32 108 1997
 AE9225_MARK LOGO: SCGS  
 AE9225_PROJECTION: FLUSH
 AE9225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9225+STABILITY: SURFACE MOTION
 AE9225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9225+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AE9225
 AE9225  HISTORY     - Date     Condition        Report By
 AE9225  HISTORY     - 1997     MONUMENTED       SCGS
 AE9225  HISTORY     - 20040701 GOOD             SCGS
 AE9225
 AE9225                          STATION DESCRIPTION
 AE9225
 AE9225'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE9225'STATION IS LOCATED 3.35 MILES (5.39 KM) NORTH NORTHEAST OF PELION,
 AE9225'12.2 MILES (19.6 KM) SOUTH OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR
 AE9225'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AE9225'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 AE9225'HIGHWAYS 302 (EDMUND HIGHWAY) AND 6, 6.7 MILES (10.8 KM) WEST
 AE9225'NORTHWEST OF GASTON, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 2.35 MILES
 AE9225'(3.78 KM) TO THE STATION ON THE RIGHT NEAR A TELEPHONE JUNCTION BOX IN
 AE9225'THE SOUTHWEST ANGLE OF A SAND ROAD (NORTHCUTT ROAD).  STATION IS A
 AE9225'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AE9225'HIGHWAY, 41.5 FEET (12.6 M) WEST NORTHWEST OF THE CENTER OF THE
 AE9225'HIGHWAY, 4.4 FEET (1.3 M) SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER
 AE9225'1100/6/1200/4, 19.3 FEET (5.9 M) SOUTH OF THE CENTER OF NORTHCUTT
 AE9225'ROAD, 131.1 FEET (40.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AE9225'VINYL-SIDED HOUSE, 7.6 FEET (2.3 M) SOUTHWEST OF A WITNESS POST BESIDE
 AE9225'A STREET SIGN. DESCRIBED BY R.W. ROBERTS.
 AE9225
 AE9225                          STATION RECOVERY (2004)
 AE9225
 AE9225'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AE9225'STATION IS LOCATED 3.3 MILES NORTH NORTHEAST OF PELION, 12.0 MILES
 AE9225'SOUTH OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AE9225'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE
 AE9225'STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 302 (EDMUND
 AE9225'HIGHWAY) AND 6, 6.55 MILES SOUTHWEST OF SOUTH CONGAREE, GO SOUTH
 AE9225'SOUTHWEST  ON HIGHWAY 302 FOR 2.4 MILES TO THE STATION ON THE RIGHT
 AE9225'NEAR A TELEPHONE  JUNCTION BOX IN THE SOUTHWEST ANGLE OF THE JUNCTION
 AE9225'OF A SAND ROAD RIGHT  (NORTHCUTT ROAD). STATION IS A CONCRETE POST
 AE9225'FLUSH WITH THE GROUND AND LEVEL WITH THE  HIGHWAY, 41.6 FEET WEST
 AE9225'NORTHWEST OF THE CENTER OF THE ROAD, 19.2 FEET SOUTH OF THE  CENTER OF
 AE9225'NORTHCUTT ROAD, 3.8 FEET SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER
 AE9225'1100-6/1200-4, 37.6 FEET EAST OF A 0.9-FOOT PINE TREE IN THE SOUTHWEST
 AE9225'ANGLE OF THE  JUNCTION, 7.8 FEET WEST SOUTHWEST OF A WITNESS POST.
 AE9225'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9226 ***********************************************************************
 AE9226  DESIGNATION -  32 109
 AE9226  PID         -  AE9226
 AE9226  STATE/COUNTY-  SC/LEXINGTON
 AE9226  USGS QUAD   -  PELION EAST (1982)
 AE9226
 AE9226                         *CURRENT SURVEY CONTROL
 AE9226  ___________________________________________________________________
 AE9226* NAD 83(1986)-  33 47 34.     (N)    081 13 56.     (W)     SCALED    
 AE9226* NAVD 88     -       127.622  (meters)     418.71   (feet)  ADJUSTED  
 AE9226  ___________________________________________________________________
 AE9226  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AE9226  DYNAMIC HT  -         127.488 (meters)     418.27  (feet)  COMP
 AE9226  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 AE9226
 AE9226  VERT ORDER  -  FIRST     CLASS II
 AE9226
 AE9226.The horizontal coordinates were scaled from a topographic map and have
 AE9226.an estimated accuracy of +/- 6 seconds.
 AE9226
 AE9226.The orthometric height was determined by differential leveling
 AE9226.and adjusted by the National Geodetic Survey in February 1999..
 AE9226
 AE9226.The geoid height was determined by GEOID03.
 AE9226
 AE9226.The dynamic height is computed by dividing the NAVD 88
 AE9226.geopotential number by the normal gravity value computed on the
 AE9226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9226.degrees latitude (g = 980.6199 gals.).
 AE9226
 AE9226.The modeled gravity was interpolated from observed gravity values.
 AE9226
 AE9226;                    North         East    Units  Estimated Accuracy
 AE9226;SPC SC       -   217,320.      588,100.      MT  (+/- 180 meters Scaled)
 AE9226
 AE9226                          SUPERSEDED SURVEY CONTROL
 AE9226
 AE9226.No superseded survey control is available for this station.
 AE9226
 AE9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT785392(NAD 83)
 AE9226_MARKER: DD = SURVEY DISK
 AE9226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9226_STAMPING: 32 109 1997
 AE9226_MARK LOGO: SCGS  
 AE9226_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE9226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9226+STABILITY: SURFACE MOTION
 AE9226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9226+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9226
 AE9226  HISTORY     - Date     Condition        Report By
 AE9226  HISTORY     - 1997     MONUMENTED       SCGS
 AE9226
 AE9226                          STATION DESCRIPTION
 AE9226
 AE9226'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE9226'STATION IS LOCATED 2.15 MILES (3.46 KM) NORTH NORTHEAST OF PELION,
 AE9226'13.3 MILES (21.4 KM) SOUTH OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR
 AE9226'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AE9226'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 AE9226'HIGHWAYS 302 (PINE STREET) AND U.S. HIGHWAY 178 (MAIN STREET) IN
 AE9226'PELION, GO NORTH NORTHEAST ON HIGHWAY 302 FOR 1.35 MILES (2.17 KM) TO
 AE9226'THE JUNCTION OF STATE ROAD 625 (OLD CHARLESTON ROAD), CONTINUE ON
 AE9226'HIGHWAY 302 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE LEFT NEAR A
 AE9226'FIRE HYDRANT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AE9226'0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 2.7 FEET (0.8 M) NORTH OF A FIRE
 AE9226'HYDRANT, 7.8 FEET (2.4 M) SOUTH OF A POWER POLE NUMBER 126419 WITH
 AE9226'TRANSFORMER, 20.5 FEET (6.2 M) NORTH NORTHEAST OF THE CENTER OF A SAND
 AE9226'DRIVEWAY LEADING TO A BRICK HOUSE, 39.0 FEET (11.9 M) WEST NORTHWEST
 AE9226'OF THE CENTER OF THE HIGHWAY, 9.5 FEET (2.9 M) NORTH NORTHEAST OF A
 AE9226'WITNESS POST BESIDE A FENCE LINE. DESCRIBED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9227 ***********************************************************************
 AE9227  DESIGNATION -  32 110
 AE9227  PID         -  AE9227
 AE9227  STATE/COUNTY-  SC/LEXINGTON
 AE9227  USGS QUAD   -  PELION EAST (1982)
 AE9227
 AE9227                         *CURRENT SURVEY CONTROL
 AE9227  ___________________________________________________________________
 AE9227* NAD 83(2001)-  33 47 07.76704(N)    081 14 33.15153(W)     ADJUSTED  
 AE9227* NAVD 88     -       130.225  (meters)     427.25   (feet)  ADJUSTED  
 AE9227  ___________________________________________________________________
 AE9227  X           -     807,942.015 (meters)                     COMP
 AE9227  Y           -  -5,244,742.938 (meters)                     COMP
 AE9227  Z           -   3,526,751.212 (meters)                     COMP
 AE9227  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AE9227  ELLIP HEIGHT-          99.22  (meters)          (05/06/05) GPS OBS
 AE9227  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 AE9227  DYNAMIC HT  -         130.089 (meters)     426.80  (feet)  COMP
 AE9227  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 AE9227
 AE9227  HORZ ORDER  -  FIRST
 AE9227  VERT ORDER  -  FIRST     CLASS II
 AE9227  ELLP ORDER  -  FOURTH    CLASS II
 AE9227
 AE9227.The horizontal coordinates were established by GPS observations
 AE9227.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE9227
 AE9227.The orthometric height was determined by differential leveling
 AE9227.and adjusted by the National Geodetic Survey in February 1999..
 AE9227
 AE9227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9227
 AE9227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9227
 AE9227.The ellipsoidal height was determined by GPS observations
 AE9227.and is referenced to NAD 83.
 AE9227
 AE9227.The geoid height was determined by GEOID03.
 AE9227
 AE9227.The dynamic height is computed by dividing the NAVD 88
 AE9227.geopotential number by the normal gravity value computed on the
 AE9227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9227.degrees latitude (g = 980.6199 gals.).
 AE9227
 AE9227.The modeled gravity was interpolated from observed gravity values.
 AE9227
 AE9227;                    North         East     Units Scale Factor Converg.
 AE9227;SPC SC       -   216,512.636   587,141.244   MT  0.99979570   -0 08 04.1
 AE9227;SPC SC       -   710,343.29  1,926,316.42   iFT  0.99979570   -0 08 04.1
 AE9227;UTM  17      - 3,738,398.472   477,545.594   MT  0.99960622   -0 08 05.5
 AE9227
 AE9227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9227!SPC SC       -   0.99998442  x   0.99979570  =   0.99978013
 AE9227!UTM  17      -   0.99998442  x   0.99960622  =   0.99959065
 AE9227
 AE9227:                Primary Azimuth Mark                     Grid Az
 AE9227:SPC SC       -  PELION                                   326 18 15.3
 AE9227:UTM  17      -  PELION                                   326 18 16.7
 AE9227
 AE9227|---------------------------------------------------------------------|
 AE9227| PID    Reference Object                     Distance      Geod. Az  |
 AE9227|                                                           dddmmss.s |
 AE9227| DE1752 PELION                              APPROX. 0.6 KM 3261011.2 |
 AE9227|---------------------------------------------------------------------|
 AE9227
 AE9227                          SUPERSEDED SURVEY CONTROL
 AE9227
 AE9227  NAVD 88 (05/06/05)  130.22   (m)          427.2    (f) LEVELING    3  
 AE9227
 AE9227.Superseded values are not recommended for survey control.
 AE9227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9227.See file dsdata.txt to determine how the superseded data were derived.
 AE9227
 AE9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7754638398(NAD 83)
 AE9227_MARKER: DD = SURVEY DISK
 AE9227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9227_STAMPING: 32 110 1997
 AE9227_MARK LOGO: SCGS  
 AE9227_PROJECTION: RECESSED 5 CENTIMETERS
 AE9227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9227+STABILITY: SURFACE MOTION
 AE9227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9227+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AE9227
 AE9227  HISTORY     - Date     Condition        Report By
 AE9227  HISTORY     - 1997     MONUMENTED       SCGS
 AE9227  HISTORY     - 20040701 GOOD             SCGS
 AE9227
 AE9227                          STATION DESCRIPTION
 AE9227
 AE9227'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE9227'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH OF PELION, 13.55 MILES
 AE9227'(21.81 KM) SOUTH OF LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AE9227'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AE9227'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 302
 AE9227'(PINE STREET) AND U.S. HIGHWAY 178 (MAIN STREET) IN PELION, GO NORTH
 AE9227'NORTHEAST ON HIGHWAY 302 FOR 1.35 MILES (2.17 KM) TO THE JUNCTION OF
 AE9227'STATE ROAD 625 (OLD CHARLESTON ROAD), TURN LEFT ON ROAD 625 FOR 0.4
 AE9227'MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR A FIRE HYDRANT IN THE
 AE9227'NORTH ANGLE OF A SAND ROAD RIGHT (SHORTCUT ROAD) .  STATION IS A
 AE9227'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 31.5
 AE9227'FEET (9.6 M) NORTHEAST OF THE CENTER OF ROAD 625, 54.0 FEET (16.5 M)
 AE9227'NORTH OF THE EXTENDED CENTER OF THE SAND ROAD, 4.2 FEET (1.3 M) EAST
 AE9227'OF THE FIRE HYDRANT, 20.8 FEET (6.3 M) NORTHWEST OF A WITNESS POST
 AE9227'BESIDE A POWER POLE NUMBER 223811 WITH THREE GUY WIRES. DESCRIBED BY
 AE9227'R.W. ROBERTS.
 AE9227
 AE9227                          STATION RECOVERY (2004)
 AE9227
 AE9227'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AE9227'STATION IS LOCATED 1.6 MILES NORTH OF PELION, 13.5 MILES SOUTH OF
 AE9227'LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AE9227'191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE STATION
 AE9227'FROM THE JUNCTION OF U.S. HIGHWAY 178 (MAIN STREET) AND STATE  HIGHWAY
 AE9227'302 (PINE STREET) IN PELION, GO NORTH NORTHEAST ON HIGHWAY 302 FOR
 AE9227'1.35  MILES TO THE JUNCTION OF STATE ROAD 625 (OLD CHARLESTON ROAD),
 AE9227'TURN LEFT ON ROAD  625 FOR 0.4 MILE TO THE STATION ON THE RIGHT NEAR A
 AE9227'FIRE HYDRANT IN THE NORTH ANGLE OF  THE JUNCTION OF A SAND ROAD RIGHT
 AE9227'(SHORTCUTT ROAD). STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND
 AE9227'LEVEL WITH THE ROADS, 31.4 FEET  NORTHEAST OF THE CENTER OF THE ROAD,
 AE9227'44.0 FEET NORTH NORTHWEST OF THE EXTENDED  CENTER OF SHORTCUTT ROAD,
 AE9227'4.1 FEET EAST SOUTHEAST OF THE FIRE HYDRANT, 17.0 FEET  WEST NORTHWEST
 AE9227'OF A POWER POLE NUMBER 223811-100 WITH TWO GUY WIRES, 16.9 FEET
 AE9227'NORTHWEST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 AE9227'STATION LEX 206. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1530 ***********************************************************************
 DE1530  DESIGNATION -  32 HLZ
 DE1530  PID         -  DE1530
 DE1530  STATE/COUNTY-  SC/CLARENDON
 DE1530  USGS QUAD   -  JORDAN (1987)
 DE1530
 DE1530                         *CURRENT SURVEY CONTROL
 DE1530  ___________________________________________________________________
 DE1530* NAD 83(1986)-  33 31 02.     (N)    080 11 19.     (W)     SCALED    
 DE1530* NAVD 88     -        26.589  (meters)      87.23   (feet)  ADJUSTED  
 DE1530  ___________________________________________________________________
 DE1530  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DE1530  DYNAMIC HT  -          26.562 (meters)      87.15  (feet)  COMP
 DE1530  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 DE1530
 DE1530  VERT ORDER  -  FIRST     CLASS II
 DE1530
 DE1530.The horizontal coordinates were scaled from a topographic map and have
 DE1530.an estimated accuracy of +/- 6 seconds.
 DE1530
 DE1530.The orthometric height was determined by differential leveling
 DE1530.and adjusted by the National Geodetic Survey in June 1991..
 DE1530
 DE1530.The geoid height was determined by GEOID03.
 DE1530
 DE1530.The dynamic height is computed by dividing the NAVD 88
 DE1530.geopotential number by the normal gravity value computed on the
 DE1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1530.degrees latitude (g = 980.6199 gals.).
 DE1530
 DE1530.The modeled gravity was interpolated from observed gravity values.
 DE1530
 DE1530;                    North         East    Units  Estimated Accuracy
 DE1530;SPC SC       -   187,030.      684,970.      MT  (+/- 180 meters Scaled)
 DE1530
 DE1530                          SUPERSEDED SURVEY CONTROL
 DE1530
 DE1530  NGVD 29 (03/21/89)   26.885  (m)           88.21   (f) ADJUSTED    1 2
 DE1530
 DE1530.Superseded values are not recommended for survey control.
 DE1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1530.See file dsdata.txt to determine how the superseded data were derived.
 DE1530
 DE1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT753089(NAD 83)
 DE1530_MARKER: DD = SURVEY DISK
 DE1530_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE1530_SP_SET: RETAINING WALL
 DE1530_STAMPING: 32 HLZ 1972
 DE1530_MARK LOGO: USGS  
 DE1530_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1530+STABILITY: SURFACE MOTION
 DE1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1530+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 DE1530
 DE1530  HISTORY     - Date     Condition        Report By
 DE1530  HISTORY     - 1972     MONUMENTED       USGS
 DE1530  HISTORY     - 1985     GOOD             SCGS
 DE1530  HISTORY     - 20041012 GOOD             SCGS
 DE1530
 DE1530                          STATION DESCRIPTION
 DE1530
 DE1530'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1530'10.5 KM (6.5 MI) SE FROM JORDAN.
 DE1530'10.3 KILOMETERS (6.4 MILES) SOUTHEAST ALONG STATE HIGHWAY 260 FROM THE
 DE1530'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN TO THE END OF PAVEMENT,
 DE1530'CONTINUE 0.1 KILOMETER (0.05 MILE) SOUTHEAST ALONG A GRAVEL ROAD TO A
 DE1530'CHAIN LINK FENCE AND GATE, CONTINUE 0.2 KILOMETER (0.1 MILE) SOUTHEAST
 DE1530'ALONG THE SANTEE COOPER DAM, SET IN A CONCRETE RETAINING WALL WHERE
 DE1530'THE CHAINLINK FENCE CONNECTS TO THE WEST EDGE OF THE DAM, 10.1 METERS
 DE1530'(33.14 FEET) EAST-NORTHEAST OF A POWER POLE NEAR THE SOUTHEAST CORNER
 DE1530'OF A BAIT SHOP, 0.95 METER (3.12 FEET) SOUTH-SOUTHEAST OF THE END OF
 DE1530'THE CHAIN LINK FENCE.
 DE1530'THE MARK IS ABOVE LEVEL WITH TOP OF DAM.
 DE1530
 DE1530                          STATION RECOVERY (2004)
 DE1530
 DE1530'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1530'STATION IS LOCATED 11.3 MILES SOUTHEAST OF SUMMERTON, 12.3 MILES SOUTH
 DE1530'OF MANNING.  OWNERSHIP--SANTEE COOPER SURVEY DEPARTMENT, ROUTE 1
 DE1530'RIVERWOOD DRIVE,  MONCKS CORNER, SC 29461, PHONE 843-761-4029. TO
 DE1530'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (WINFIELD
 DE1530'DRIVE) AND STATE  HIGHWAY 260 (MILL STREET) IN MANNING, GO SOUTH ON
 DE1530'HIGHWAY 260 FOR 6.0 MILES TO THE  JUNCTION OF STATE ROAD 25 (OAK GROVE
 DE1530'CHURCH ROAD) IN JORDAN,  CONTINUE ON HIGHWAY  260 FOR 6.25 MILES TO
 DE1530'THE ENTRANCE TO THE SANTEE COOPER DAM LEFT, BEAR LEFT AND PASS
 DE1530'THROUGH A GATE FOR 0.1 MILE TO THE STATION ON THE RIGHT IN A CONCRETE
 DE1530'SEAWALL ATOP AN  EARTHEN DAM. STATION IS A DISK SET IN A DRILL HOLE IN
 DE1530'THE SEAWALL AND LEVEL WITH THE DIKE  ROAD, 0.7 FOOT EAST OF THE WEST
 DE1530'EDGE OF THE CONCRETE DIKE WALL, 6.8 FEET NORTH  OF SURVEY MARKER (R
 DE1530'33+0124), 11.5 FEET WEST OF THE CENTER OF THE DIKE ROAD,  227.5 FEET
 DE1530'SOUTH OF SURVEY STATION 110. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2904 ***********************************************************************
 CK2904  DESIGNATION -  32 WLC
 CK2904  PID         -  CK2904
 CK2904  STATE/COUNTY-  SC/COLLETON
 CK2904  USGS QUAD   -  NEYLES (1988)
 CK2904
 CK2904                         *CURRENT SURVEY CONTROL
 CK2904  ___________________________________________________________________
 CK2904* NAD 83(1986)-  32 50 04.     (N)    080 34 33.     (W)     SCALED    
 CK2904* NAVD 88     -         2.804  (meters)       9.20   (feet)  ADJUSTED  
 CK2904  ___________________________________________________________________
 CK2904  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2904  DYNAMIC HT  -           2.800 (meters)       9.19  (feet)  COMP
 CK2904  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 CK2904
 CK2904  VERT ORDER  -  FIRST     CLASS II
 CK2904
 CK2904.The horizontal coordinates were scaled from a topographic map and have
 CK2904.an estimated accuracy of +/- 6 seconds.
 CK2904
 CK2904.The orthometric height was determined by differential leveling
 CK2904.and adjusted by the National Geodetic Survey in June 1991..
 CK2904
 CK2904.The geoid height was determined by GEOID03.
 CK2904
 CK2904.The dynamic height is computed by dividing the NAVD 88
 CK2904.geopotential number by the normal gravity value computed on the
 CK2904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2904.degrees latitude (g = 980.6199 gals.).
 CK2904
 CK2904.The modeled gravity was interpolated from observed gravity values.
 CK2904
 CK2904;                    North         East    Units  Estimated Accuracy
 CK2904;SPC SC       -   111,110.      649,310.      MT  (+/- 180 meters Scaled)
 CK2904
 CK2904                          SUPERSEDED SURVEY CONTROL
 CK2904
 CK2904  NGVD 29 (03/21/89)    3.091  (m)           10.14   (f) ADJUSTED    1 2
 CK2904
 CK2904.Superseded values are not recommended for survey control.
 CK2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2904.See file dsdata.txt to determine how the superseded data were derived.
 CK2904
 CK2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS396330(NAD 83)
 CK2904_MARKER: DD = SURVEY DISK
 CK2904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2904_SP_SET: BRIDGE
 CK2904_STAMPING: 32 WLC 1982
 CK2904_MARK LOGO: USGS  
 CK2904_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2904+STABILITY: SURFACE MOTION
 CK2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2904+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 CK2904
 CK2904  HISTORY     - Date     Condition        Report By
 CK2904  HISTORY     - 1982     MONUMENTED       USGS
 CK2904  HISTORY     - 1984     GOOD             SCGS
 CK2904  HISTORY     - 20050822 GOOD             SCGS
 CK2904
 CK2904                          STATION DESCRIPTION
 CK2904
 CK2904'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2904'11.9 KM (7.4 MI) SE FROM WALTERBORO.
 CK2904'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE WALTERBORO
 CK2904'POST OFFICE, THENCE 1.05 KILOMETERS (0.65 MILE) EAST ALONG U.S.
 CK2904'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 11.65 KILOMETERS (7.25
 CK2904'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET IN THE SOUTHWEST CORNER
 CK2904'OF THE EASTERN MOST BRIDGE.
 CK2904'THE MARK IS 0.30 M ABOVE HIGHWAY.
 CK2904
 CK2904                          STATION RECOVERY (2005)
 CK2904
 CK2904'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2904'STATION IS LOCATED 7.2 MI (11.59 KM) SOUTHEAST OF WALTERBORO, 7.4 MI
 CK2904'(11.91 KM) NORTH-NORTHEAST OF GREEN POND.  OWNERSHIP--SCDOT, DIRECTOR
 CK2904'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2904'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK2904'64 WEST (ROBERTSON BOULEVARD), 64 EAST (HAMPTON STREET) AND 64
 CK2904'BUSINESS (HAMPTON STREET) IN WALTERBORO, GO EAST SOUTHEAST ON HIGHWAY
 CK2904'64 EAST FOR 5.35 MI (8.61 KM) TO THE JUNCTION OF STATE ROAD 371
 CK2904'(BONNIE DOONE ROAD RIGHT AND SAINT PETERS ROAD LEFT), CONTINUE ON
 CK2904'HIGHWAY 64 (CHARLESTON HIGHWAY) FOR 1.05 MI (1.69 KM) TO THE STATION
 CK2904'ON THE RIGHT SET NEAR THE WEST CORNER IN THE ABUTMENT OF THE SECOND
 CK2904'BRIDGE OVER CHESSEY CREEK. STATION IS A DISK SET INTO A DRILL HOLE IN
 CK2904'THE ABUTMENT OF THE BRIDGE AND 1.0 FT (0.3 M) ABOVE THE HIGHWAY.
 CK2904'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5078 ***********************************************************************
 DG5078  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5078  DESIGNATION -  321 170
 DG5078  PID         -  DG5078
 DG5078  STATE/COUNTY-  SC/YORK
 DG5078  USGS QUAD   -  TIRZAH (1982)
 DG5078
 DG5078                         *CURRENT SURVEY CONTROL
 DG5078  ___________________________________________________________________
 DG5078* NAD 83(2001)-  34 56 12.37358(N)    081 13 35.88130(W)     ADJUSTED  
 DG5078* NAVD 88     -       224.65   (meters)     737.0    (feet)  GPS OBS   
 DG5078  ___________________________________________________________________
 DG5078  X           -     798,415.854 (meters)                     COMP
 DG5078  Y           -  -5,173,357.941 (meters)                     COMP
 DG5078  Z           -   3,632,229.596 (meters)                     COMP
 DG5078  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DG5078  ELLIP HEIGHT-         193.83  (meters)          (01/16/04) GPS OBS
 DG5078  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 DG5078
 DG5078  HORZ ORDER  -  FIRST
 DG5078  ELLP ORDER  -  FOURTH    CLASS II
 DG5078
 DG5078.The horizontal coordinates were established by GPS observations
 DG5078.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in January 2004..
 DG5078
 DG5078.The orthometric height was determined by GPS observations and a
 DG5078.high-resolution geoid model using precise GPS observation and
 DG5078.processing techniques.
 DG5078
 DG5078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5078
 DG5078.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5078
 DG5078.The ellipsoidal height was determined by GPS observations
 DG5078.and is referenced to NAD 83.
 DG5078
 DG5078.The geoid height was determined by GEOID03.
 DG5078
 DG5078;                    North         East     Units Scale Factor Converg.
 DG5078;SPC SC       -   344,204.304   588,894.344   MT  1.00003841   -0 07 32.3
 DG5078;SPC SC       - 1,129,279.21  1,932,068.06   iFT  1.00003841   -0 07 32.3
 DG5078;UTM  17      - 3,866,054.624   479,303.386   MT  0.99960528   -0 07 47.2
 DG5078
 DG5078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5078!SPC SC       -   0.99996958  x   1.00003841  =   1.00000798
 DG5078!UTM  17      -   0.99996958  x   0.99960528  =   0.99957487
 DG5078
 DG5078:                Primary Azimuth Mark                     Grid Az
 DG5078:SPC SC       -  BROWN NEAL                               157 53 17.0
 DG5078:UTM  17      -  BROWN NEAL                               157 53 31.9
 DG5078
 DG5078|---------------------------------------------------------------------|
 DG5078| PID    Reference Object                     Distance      Geod. Az  |
 DG5078|                                                           dddmmss.s |
 DG5078| DG5091 BROWN NEAL                          APPROX. 0.6 KM 1574544.7 |
 DG5078|---------------------------------------------------------------------|
 DG5078
 DG5078                          SUPERSEDED SURVEY CONTROL
 DG5078
 DG5078  NAD 83(1986)-  34 56 12.38792(N)    081 13 35.88948(W) AD(       ) 1
 DG5078
 DG5078.Superseded values are not recommended for survey control.
 DG5078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5078.See file dsdata.txt to determine how the superseded data were derived.
 DG5078
 DG5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU7930366055(NAD 83)
 DG5078_MARKER: DD = SURVEY DISK
 DG5078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5078_STAMPING: 321-170 2003
 DG5078_MARK LOGO: SCGS  
 DG5078_PROJECTION: FLUSH
 DG5078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5078+STABILITY: SURFACE MOTION
 DG5078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5078+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 DG5078
 DG5078  HISTORY     - Date     Condition        Report By
 DG5078  HISTORY     - 20030617 MONUMENTED       SCGS
 DG5078
 DG5078                          STATION DESCRIPTION
 DG5078
 DG5078'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG5078'STATION IS LOCATED 4.0 MILES SOUTH SOUTHEAST OF YORK.
 DG5078'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DG5078'SC 29202, PHONE 803-737-1350.TO REACH THE STATION FROM THE JUNCTION OF
 DG5078'U.S. HIGHWAY 321 BYPASS  AND U.S. HIGHWAY 321 BUSINESS (SOUTH CONGRESS
 DG5078'STREET), 0.8 MILE SOUTH SOUTHWEST OF YORK, GO SOUTH ON HIGHWAY 321 FOR
 DG5078'2.0 MILES TO THE JUNCTION OF STATE ROAD 170 (TURKEY CREEK ROAD),
 DG5078'CONTINUE ON HIGHWAY 321 FOR 1.4 MILES TO THE STATION ON THE LEFT IN
 DG5078'THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 32 (CAMERON
 DG5078'OAD).STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 DG5078'ABOVE THE ROADS, 55.7 FEET EAST NORTHEAST OF THE CENTER OF HIGHWAY
 DG5078'321, 40.0 FEET SOUTH SOUTHEAST OF THE CENTER OF ROAD 32, 75.0 FEET
 DG5078'WEST SOUTHWEST OF A POWER POLE WITH SECURITY LIGHT, TRANSFORMER AND
 DG5078'TWO GUY WIRES, 133.3 FEET NORTH NORTHWEST OF A 4.0-FOOT OAK TREE, 53.5
 DG5078'FEET WEST OF A WELLHEAD PROJECTING 3.0 FEET.NOTE-STATION IS
 DG5078'INTERVISIBLE WITH SURVEY STATION BROWN NEAL.DESCRIBED BY R.P. MCKEOWN.
 DG5078'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3947 ***********************************************************************
 AE3947  HT_MOD      -  This is a Height Modernization Survey Station.
 AE3947  DESIGNATION -  321 LANDFILL A
 AE3947  PID         -  AE3947
 AE3947  STATE/COUNTY-  SC/LEXINGTON
 AE3947  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AE3947
 AE3947                         *CURRENT SURVEY CONTROL
 AE3947  ___________________________________________________________________
 AE3947* NAD 83(2001)-  33 55 00.74350(N)    081 04 26.28917(W)     ADJUSTED  
 AE3947* NAVD 88     -        93.06   (meters)     305.3    (feet)  GPS OBS   
 AE3947  ___________________________________________________________________
 AE3947  X           -     822,104.977 (meters)                     COMP
 AE3947  Y           -  -5,234,293.119 (meters)                     COMP
 AE3947  Z           -   3,538,833.191 (meters)                     COMP
 AE3947  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AE3947  ELLIP HEIGHT-          61.93  (meters)          (05/06/05) GPS OBS
 AE3947  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AE3947
 AE3947  HORZ ORDER  -  FIRST
 AE3947  ELLP ORDER  -  FOURTH    CLASS II
 AE3947
 AE3947.The horizontal coordinates were established by GPS observations
 AE3947.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE3947
 AE3947.The orthometric height was determined by GPS observations and a
 AE3947.high-resolution geoid model using precise GPS observation and
 AE3947.processing techniques.
 AE3947
 AE3947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3947
 AE3947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3947
 AE3947.The ellipsoidal height was determined by GPS observations
 AE3947.and is referenced to NAD 83.
 AE3947
 AE3947.The geoid height was determined by GEOID03.
 AE3947
 AE3947;                    North         East     Units Scale Factor Converg.
 AE3947;SPC SC       -   231,058.690   602,761.069   MT  0.99980295   -0 02 27.6
 AE3947;SPC SC       -   758,066.57  1,977,562.56   iFT  0.99980295   -0 02 27.6
 AE3947;UTM  17      - 3,752,941.567   493,162.456   MT  0.99960058   -0 02 28.6
 AE3947
 AE3947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3947!SPC SC       -   0.99999028  x   0.99980295  =   0.99979323
 AE3947!UTM  17      -   0.99999028  x   0.99960058  =   0.99959086
 AE3947
 AE3947:                Primary Azimuth Mark                     Grid Az
 AE3947:SPC SC       -  321 LANDFILL B                           147 48 56.3
 AE3947:UTM  17      -  321 LANDFILL B                           147 48 57.3
 AE3947
 AE3947|---------------------------------------------------------------------|
 AE3947| PID    Reference Object                     Distance      Geod. Az  |
 AE3947|                                                           dddmmss.s |
 AE3947| AE3948 321 LANDFILL B                      APPROX. 0.5 KM 1474628.7 |
 AE3947|---------------------------------------------------------------------|
 AE3947
 AE3947                          SUPERSEDED SURVEY CONTROL
 AE3947
 AE3947  NAD 83(2001)-  33 55 00.74326(N)    081 04 26.28931(W) AD(       ) 1
 AE3947  ELLIP H (03/13/03)   61.94   (m)                       GP(       ) 4 2
 AE3947  NAD 83(1995)-  33 55 00.74323(N)    081 04 26.28926(W) AD(       ) 1
 AE3947  ELLIP H (12/20/99)   61.94   (m)                       GP(       ) 4 1
 AE3947  NAD 83(1986)-  33 55 00.75572(N)    081 04 26.28859(W) AD(       ) 1
 AE3947
 AE3947.Superseded values are not recommended for survey control.
 AE3947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3947.See file dsdata.txt to determine how the superseded data were derived.
 AE3947
 AE3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9316252942(NAD 83)
 AE3947_MARKER: DD = SURVEY DISK
 AE3947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3947_STAMPING: 321 LANDFILL A 1997
 AE3947_MARK LOGO: SCGS  
 AE3947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE3947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3947+STABILITY: SURFACE MOTION
 AE3947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3947+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AE3947
 AE3947  HISTORY     - Date     Condition        Report By
 AE3947  HISTORY     - 1997     MONUMENTED       SCGS
 AE3947  HISTORY     - 20011203 GOOD             SCGS
 AE3947
 AE3947                          STATION DESCRIPTION
 AE3947
 AE3947'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE3947'STATION IS LOCATED 7.1 MILES (11.4 KM) NORTHEAST OF GASTON, 6.4 MILES
 AE3947'(10.3 KM) SOUTH SOUTHWEST OF COLUMBIA.  OWNERSHIP--SCDOT, DIRECTOR OF
 AE3947'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AE3947'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AE3947'INTERSTATE 26 AND U.S.  HIGHWAYS 21, 176 AND 321 (EXIT 115) , 5.3
 AE3947'MILES (8.5 KM) SOUTH SOUTHWEST OF COLUMBIA, GO SOUTH ON HIGHWAYS 21,
 AE3947'176 AND 321 FOR 1.15 MILES (1.85 KM) TO THE STATION ON THE LEFT IN THE
 AE3947'SOUTHEAST ANGLE OF THE ENTRANCE ROAD TO PAR TEE GOLF DRIVING RANGE
 AE3947'(OLD LANFILL SITE) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AE3947'AND LEVEL WITH THE NORTHBOUND LANES OF THE HIGHWAY, 38.0 FEET (11.6 M)
 AE3947'EAST NORTHEAST OF THE NORTHBOUND LANES OF THE HIGHWAY, 12.2 FEET (3.7
 AE3947'M) EAST OF THE SOUTH SOUTHEAST END OF A 1.4-FOOT CONCRETE PIPE CULVERT
 AE3947'BENEATH THE ENTRANCE ROAD, 72.5 FEET (22.1 M) SOUTH SOUTHEAST OF A
 AE3947'POWER POLE NUMBER 395965 WITH A SECURITY LIGHT AND THREE GUY WIRES,
 AE3947'5.8 FEET (1.8 M) SOUTHEAST OF THE SOUTH METAL GATE POST FOR THE
 AE3947'ENTRANCE.  DESCRIBED BY D.D.  WOODS.
 AE3947
 AE3947                          STATION RECOVERY (2001)
 AE3947
 AE3947'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AE3947'STATION IS LOCATED 1.85 MILES EAST NORTHEAST OF PINERIDGE, 10.3 MILES
 AE3947'EAST SOUTHEAST OF  LEXINGTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AE3947'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 AE3947'803-737-1350.
 AE3947' 
 AE3947'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 321,
 AE3947'176, 21 AND  INTERSTATE 26 (EXIT 115), 2.3 MILES NORTHEAST OF
 AE3947'PINERIDGE, GO SOUTH ON HIGHWAYS 21, 176  AND 321 FOR 1.15 MILES TO THE
 AE3947'STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF THE ENTRANCE  ROAD TO
 AE3947'PAR TEE GOLF DRIVING RANGE (OLD LANDFILL SITE).
 AE3947' 
 AE3947'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AE3947'NORTHBOUND  LANES OF THE HIGHWAY, 38.2 FEET EAST NORTHEAST OF THE
 AE3947'NORTHBOUND LANES OF THE  HIGHWAY, 12.4 FEET EAST OF THE SOUTH END OF A
 AE3947'1.4-FOOT CONCRETE PIPE CULVERT BENEATH  THE ENTRANCE ROAD, 72.5 FEET
 AE3947'SOUTH SOUTHEAST OF A POWER POLE NUMBER 395965 WITH  THREE GUY WIRES
 AE3947'AND A SECURITY LIGHT, 5.8 FEET SOUTHEAST OF THE SOUTH METAL GATE  POST
 AE3947'FOR THE ENTRANCE.
 AE3947' 
 AE3947'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 321 LANDFILL B.
 AE3947' 
 AE3947'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3948 ***********************************************************************
 AE3948  HT_MOD      -  This is a Height Modernization Survey Station.
 AE3948  DESIGNATION -  321 LANDFILL B
 AE3948  PID         -  AE3948
 AE3948  STATE/COUNTY-  SC/LEXINGTON
 AE3948  USGS QUAD   -  SOUTHWEST COLUMBIA (1982)
 AE3948
 AE3948                         *CURRENT SURVEY CONTROL
 AE3948  ___________________________________________________________________
 AE3948* NAD 83(2001)-  33 54 46.59215(N)    081 04 15.59007(W)     ADJUSTED  
 AE3948* NAVD 88     -        73.68   (meters)     241.7    (feet)  GPS OBS   
 AE3948  ___________________________________________________________________
 AE3948  X           -     822,411.745 (meters)                     COMP
 AE3948  Y           -  -5,234,474.910 (meters)                     COMP
 AE3948  Z           -   3,538,460.528 (meters)                     COMP
 AE3948  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AE3948  ELLIP HEIGHT-          42.54  (meters)          (05/06/05) GPS OBS
 AE3948  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 AE3948
 AE3948  HORZ ORDER  -  FIRST
 AE3948  ELLP ORDER  -  FOURTH    CLASS II
 AE3948
 AE3948.The horizontal coordinates were established by GPS observations
 AE3948.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE3948
 AE3948.The orthometric height was determined by GPS observations and a
 AE3948.high-resolution geoid model using precise GPS observation and
 AE3948.processing techniques.
 AE3948
 AE3948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3948
 AE3948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3948
 AE3948.The ellipsoidal height was determined by GPS observations
 AE3948.and is referenced to NAD 83.
 AE3948
 AE3948.The geoid height was determined by GEOID03.
 AE3948
 AE3948;                    North         East     Units Scale Factor Converg.
 AE3948;SPC SC       -   230,622.561   603,035.548   MT  0.99980266   -0 02 21.7
 AE3948;SPC SC       -   756,635.70  1,978,463.08   iFT  0.99980266   -0 02 21.7
 AE3948;UTM  17      - 3,752,505.525   493,436.877   MT  0.99960053   -0 02 22.6
 AE3948
 AE3948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3948!SPC SC       -   0.99999332  x   0.99980266  =   0.99979598
 AE3948!UTM  17      -   0.99999332  x   0.99960053  =   0.99959385
 AE3948
 AE3948:                Primary Azimuth Mark                     Grid Az
 AE3948:SPC SC       -  321 LANDFILL A                           327 48 56.4
 AE3948:UTM  17      -  321 LANDFILL A                           327 48 57.3
 AE3948
 AE3948|---------------------------------------------------------------------|
 AE3948| PID    Reference Object                     Distance      Geod. Az  |
 AE3948|                                                           dddmmss.s |
 AE3948| AE3947 321 LANDFILL A                      APPROX. 0.5 KM 3274634.7 |
 AE3948|---------------------------------------------------------------------|
 AE3948
 AE3948                          SUPERSEDED SURVEY CONTROL
 AE3948
 AE3948  NAD 83(2001)-  33 54 46.59196(N)    081 04 15.59021(W) AD(       ) 1
 AE3948  ELLIP H (03/13/03)   42.55   (m)                       GP(       ) 4 2
 AE3948  NAD 83(1995)-  33 54 46.59192(N)    081 04 15.59016(W) AD(       ) 1
 AE3948  ELLIP H (12/20/99)   42.55   (m)                       GP(       ) 4 1
 AE3948  NAD 83(1986)-  33 54 46.60436(N)    081 04 15.58941(W) AD(       ) 1
 AE3948
 AE3948.Superseded values are not recommended for survey control.
 AE3948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3948.See file dsdata.txt to determine how the superseded data were derived.
 AE3948
 AE3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9343752506(NAD 83)
 AE3948_MARKER: DD = SURVEY DISK
 AE3948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3948_STAMPING: 321 LANDFILL B 1997
 AE3948_MARK LOGO: SCGS  
 AE3948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE3948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3948+STABILITY: SURFACE MOTION
 AE3948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3948+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AE3948
 AE3948  HISTORY     - Date     Condition        Report By
 AE3948  HISTORY     - 1997     MONUMENTED       SCGS
 AE3948  HISTORY     - 20011203 GOOD             SCGS
 AE3948
 AE3948                          STATION DESCRIPTION
 AE3948
 AE3948'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE3948'STATION IS LOCATED 6.8 MILES (10.9 KM) NORTHEAST OF GASTON, 6.4 MILES
 AE3948'(10.3 KM) SOUTH SOUTHWEST OF COLUMBIA.  OWNERSHIP--SCDOT, DIRECTOR OF
 AE3948'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AE3948'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AE3948'INTERSTATE 26 AND U.S.  HIGHWAYS 21, 176 AND 321 (EXIT 115) , 5.3
 AE3948'MILES (8.5 KM) SOUTH SOUTHWEST OF COLUMBIA, GO SOUTH ON HIGHWAYS 21,
 AE3948'176 AND 321 FOR 1.45 MILES (2.33 KM) TO THE STATION ON THE RIGHT IN
 AE3948'THE NORTHWEST ANGLE OF THE ENTRANCE ROAD TO FOSTER DIXIANA SHIPPING
 AE3948'AND RECEIVING OPERATIONS OFFICE.  STATION IS A CONCRETE POST RECESSED
 AE3948'0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE SOUTHBOUND LANES OF
 AE3948'THE HIGHWAY, 39.8 FEET (12.1 M) WEST SOUTHWEST OF THE SOUTHBOUND LANES
 AE3948'OF THE HIGHWAY, 70.5 FEET (21.5 M) EAST NORTHEAST OF A WOODEN FENCE
 AE3948'POST WITH A SCGS REFERENCE WASHER ATTACHED, 14.3 FEET (4.4 M) WEST OF
 AE3948'THE NORTHWEST END OF A 1.4-FOOT CONCRETE PIPE CULVERT BENEATH THE
 AE3948'ENTRANCE ROAD, 65.4 FEET (19.9 M) NORTH NORTHWEST OF THE CENTER OF THE
 AE3948'ENTRANCE ROAD, 109.1 FEET (33.3 M) EAST SOUTHEAST OF A 1.2-FOOT PINE
 AE3948'TREE WITH A SCGS REFERENCE WASHER ATTACHED.  DESCRIBED BY D.D.  WOODS.
 AE3948
 AE3948                          STATION RECOVERY (2001)
 AE3948
 AE3948'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AE3948'STATION IS LOCATED 1.95 MILES EAST OF PINERIDGE, 10.6 MILES EAST
 AE3948'SOUTHEAST OF LEXINGTON.   OWNERSHIP--SCDOT, DIRECTOR OF
 AE3948'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 AE3948'803-737-1350.
 AE3948' 
 AE3948'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 321,
 AE3948'176, 21 AND  INTERSTATE 26 (EXIT 115), 2.3 MILES NORTHEAST OF
 AE3948'PINERIDGE, GO SOUTH ON HIGHWAYS 21, 176  AND 321 FOR 1.45 MILES TO THE
 AE3948'STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE  ENTRANCE ROAD TO
 AE3948'FOSTER DIXIANA SHIPPING AND RECEIVING OPERATIONS OFFICE.
 AE3948' 
 AE3948'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AE3948'HIGHWAY, 39.8 FEET WEST SOUTHWEST OF THE SOUTHBOUND LANES OF THE
 AE3948'HIGHWAY, 70.3 FEET EAST NORTHEAST OF A WOOD FENCE POST WITH A SCGS
 AE3948'REFERENCE WASHER ATTACHED, 14.7 FEET WEST OF THE NORTHWEST END OF A
 AE3948'1.4-FOOT CONCRETE PIPE CULVERT BENEATH THE ENTRANCE ROAD, 63.5 FEET
 AE3948'NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD, 108.9 FEET EAST
 AE3948'SOUTHEAST  OF A 1.2-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 AE3948'ATTACHED.
 AE3948' 
 AE3948'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 321 LANDFILL A.
 AE3948' 
 AE3948'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0709 ***********************************************************************
 DE0709  DESIGNATION -  325
 DE0709  PID         -  DE0709
 DE0709  STATE/COUNTY-  SC/BARNWELL
 DE0709  USGS QUAD   -  BLACKVILLE (1987)
 DE0709
 DE0709                         *CURRENT SURVEY CONTROL
 DE0709  ___________________________________________________________________
 DE0709* NAD 83(1986)-  33 22 02.     (N)    081 19 48.     (W)     SCALED    
 DE0709* NAVD 88     -        98.597  (meters)     323.48   (feet)  ADJUSTED  
 DE0709  ___________________________________________________________________
 DE0709  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DE0709  DYNAMIC HT  -          98.490 (meters)     323.13  (feet)  COMP
 DE0709  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 DE0709
 DE0709  VERT ORDER  -  SECOND    CLASS 0
 DE0709
 DE0709.The horizontal coordinates were scaled from a topographic map and have
 DE0709.an estimated accuracy of +/- 6 seconds.
 DE0709
 DE0709.The orthometric height was determined by differential leveling
 DE0709.and adjusted by the National Geodetic Survey in June 1991..
 DE0709
 DE0709.The geoid height was determined by GEOID03.
 DE0709
 DE0709.The dynamic height is computed by dividing the NAVD 88
 DE0709.geopotential number by the normal gravity value computed on the
 DE0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0709.degrees latitude (g = 980.6199 gals.).
 DE0709
 DE0709.The modeled gravity was interpolated from observed gravity values.
 DE0709
 DE0709;                    North         East    Units  Estimated Accuracy
 DE0709;SPC SC       -   170,150.      578,900.      MT  (+/- 180 meters Scaled)
 DE0709
 DE0709                          SUPERSEDED SURVEY CONTROL
 DE0709
 DE0709  NGVD 29 (??/??/92)   98.876  (m)          324.40   (f) ADJ UNCH    2 0
 DE0709
 DE0709.Superseded values are not recommended for survey control.
 DE0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0709.See file dsdata.txt to determine how the superseded data were derived.
 DE0709
 DE0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS693920(NAD 83)
 DE0709_MARKER: P = PIPE CAP
 DE0709_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0709_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0709_STAMPING: 325 1919
 DE0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0709
 DE0709  HISTORY     - Date     Condition        Report By
 DE0709  HISTORY     - 1919     MONUMENTED       USGS
 DE0709  HISTORY     - 1957     GOOD             NGS
 DE0709  HISTORY     - 19920206 MARK NOT FOUND   SCGS
 DE0709
 DE0709                          STATION DESCRIPTION
 DE0709
 DE0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0709'3.3 MI W FROM BLACKVILLE.
 DE0709'ABOUT 3.3 MILES W ALONG SOUTHERN RAILWAY FROM THE STATION AND
 DE0709'CROSSING OF TWO BRANCHES OF THE SOUTHERN AT BLACKVILLE, ABOUT
 DE0709'65 YARDS W OF NO. 31 RAILROAD MILEPOST WHICH IS AT THE VIRTUAL
 DE0709'W END OF A RAILROAD CURVE, 87 FEET SE OF THE CENTER OF AN EARTH
 DE0709'ROAD CROSSING, 47 FEET ESE OF THE PROJECTED PLANE OF THE PORCH
 DE0709'COLUMNS ON THE E END OF THE MOST WESTERLY OF SEVERAL BRICK
 DE0709'DWELLINGS OF EDISTO EXPERIMENTAL STATION WHICH HOUSE IS AN
 DE0709'ESTIMATED 150 YARDS S OF THE MARK, 38 FEET NNE OF THE CENTER
 DE0709'OF NO. 78 U.S. HWY., 22.4 FEET SSW OF S RAIL, 0.1 FOOT LOWER
 DE0709'THAN TOP OF SAME, AND PROJECTING 0.9 FOOT.
 DE0709
 DE0709                          STATION RECOVERY (1992)
 DE0709
 DE0709'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0709'NOT RECOVERED, AREA IS NOW MAINTAINED RIGHT OF WAY.
 DE0709'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1385 ***********************************************************************
 CK1385  DESIGNATION -  32=PTS 16
 CK1385  PID         -  CK1385
 CK1385  STATE/COUNTY-  SC/BERKELEY
 CK1385  USGS QUAD   -  LADSON (1979)
 CK1385
 CK1385                         *CURRENT SURVEY CONTROL
 CK1385  ___________________________________________________________________
 CK1385* NAD 83(1986)-  32 57 53.     (N)    080 02 31.     (W)     SCALED    
 CK1385* NAVD 88     -         9.33   (+/-2cm)      30.6    (feet)  VERTCON   
 CK1385  ___________________________________________________________________
 CK1385  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK1385
 CK1385  VERT ORDER  -  ? (See Below)
 CK1385
 CK1385.The horizontal coordinates were scaled from a topographic map and have
 CK1385.an estimated accuracy of +/- 6 seconds.
 CK1385
 CK1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK1385.The vertical order pertains to the NGVD 29 superseded value.
 CK1385
 CK1385.The geoid height was determined by GEOID03.
 CK1385
 CK1385;                    North         East    Units  Estimated Accuracy
 CK1385;SPC SC       -   125,890.      699,160.      MT  (+/- 180 meters Scaled)
 CK1385
 CK1385                          SUPERSEDED SURVEY CONTROL
 CK1385
 CK1385  NGVD 29 (??/??/92)    9.627  (m)           31.58   (f) ADJ UNCH    ?  
 CK1385
 CK1385.Superseded values are not recommended for survey control.
 CK1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1385.See file dsdata.txt to determine how the superseded data were derived.
 CK1385
 CK1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS895477(NAD 83)
 CK1385_MARKER: P = PIPE CAP
 CK1385_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1385_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1385_STAMPING: PRIM TRAV STA NO 16 1917
 CK1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1385
 CK1385  HISTORY     - Date     Condition        Report By
 CK1385  HISTORY     - 1917     MONUMENTED       USGS
 CK1385  HISTORY     - 1961     POOR             NGS
 CK1385  HISTORY     - 1979     MARK NOT FOUND   NGS
 CK1385
 CK1385                          STATION DESCRIPTION
 CK1385
 CK1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1385'AT OTRANTO.
 CK1385'AT OTRANTO, BERKELEY COUNTY, ON THE ATLANTIC COAST LINE
 CK1385'RAILROAD, 86.5 FEET SOUTH OF THE STATION, 80 FEET NORTH OF A
 CK1385'SWITCH STAND, 23.5 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 CK1385'AND ON THE EAST EDGE OF A DEEP DITCH.  A USGS STANDARD CAP,
 CK1385'STAMPED 32 PRIM TRAV STA NO 16 MAC 1917 AND RIVETED ON THE
 CK1385'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 CK1385'NOTE-- THE PIPE WAS FOUND LEANING AND VERY LOOSE.
 CK1385
 CK1385                          STATION RECOVERY (1979)
 CK1385
 CK1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CK1385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1791 ***********************************************************************
 AB1791  DESIGNATION -  33 001
 AB1791  PID         -  AB1791
 AB1791  STATE/COUNTY-  SC/MCCORMICK
 AB1791  USGS QUAD   -  WINTERSEAT (1986)
 AB1791
 AB1791                         *CURRENT SURVEY CONTROL
 AB1791  ___________________________________________________________________
 AB1791* NAD 83(1986)-  33 55 25.     (N)    082 09 45.     (W)     SCALED    
 AB1791* NAVD 88     -       139.082  (meters)     456.30   (feet)  ADJUSTED  
 AB1791  ___________________________________________________________________
 AB1791  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 AB1791  DYNAMIC HT  -         138.940 (meters)     455.84  (feet)  COMP
 AB1791  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 AB1791
 AB1791  VERT ORDER  -  FIRST     CLASS II
 AB1791
 AB1791.The horizontal coordinates were scaled from a topographic map and have
 AB1791.an estimated accuracy of +/- 6 seconds.
 AB1791
 AB1791.The orthometric height was determined by differential leveling
 AB1791.and adjusted by the National Geodetic Survey in September 1998..
 AB1791
 AB1791.The geoid height was determined by GEOID03.
 AB1791
 AB1791.The dynamic height is computed by dividing the NAVD 88
 AB1791.geopotential number by the normal gravity value computed on the
 AB1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1791.degrees latitude (g = 980.6199 gals.).
 AB1791
 AB1791.The modeled gravity was interpolated from observed gravity values.
 AB1791
 AB1791;                    North         East    Units  Estimated Accuracy
 AB1791;SPC SC       -   232,410.      502,130.      MT  (+/- 180 meters Scaled)
 AB1791
 AB1791                          SUPERSEDED SURVEY CONTROL
 AB1791
 AB1791.No superseded survey control is available for this station.
 AB1791
 AB1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT925542(NAD 83)
 AB1791_MARKER: DD = SURVEY DISK
 AB1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1791_STAMPING: 33 001 1994
 AB1791_MARK LOGO: SCGS  
 AB1791_PROJECTION: FLUSH
 AB1791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1791+STABILITY: SURFACE MOTION
 AB1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1791+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 AB1791
 AB1791  HISTORY     - Date     Condition        Report By
 AB1791  HISTORY     - 1994     MONUMENTED       SCGS
 AB1791  HISTORY     - 19970714 GOOD             SCGS
 AB1791  HISTORY     - 20010210 MARK NOT FOUND   USPSQD
 AB1791  HISTORY     - 20040221 GOOD             USPSQD
 AB1791  HISTORY     - 20041115 GOOD             SCGS
 AB1791
 AB1791                          STATION DESCRIPTION
 AB1791
 AB1791'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1791'STATION IS LOCATED 7.65 MILES (12.31 KM) EAST OF MCCORMICK.
 AB1791'OWNERSHIP--STEPHEN COLLINS, ROUTE 2, BOX 242, MCCORMICK, SC 29835. TO
 AB1791'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67, U.S. HIGHWAY
 AB1791'378 AND STATE ROAD 35, 10.3 MILES (16.6 KM) EAST OF MCCORMICK, GO WEST
 AB1791'NORTHWEST ON HIGHWAY 378 FOR 1.8 MILES (2.9 KM) TO THE FORK JUNCTION
 AB1791'OF STATE ROAD 21, CONTINUE ON HIGHWAY 378 FOR 0.2 MILE (0.3 KM) TO THE
 AB1791'STATION NEAR A POWER POLE IN FRONT OF TWO VINYL-SIDED HOUSES ON THE
 AB1791'LEFT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 AB1791'(15.2 CM) ABOVE THE HIGHWAY, 61.0 FEET (18.6 M) SOUTH OF THE CENTER OF
 AB1791'THE HIGHWAY, 3.7 FEET (1.1 M) WEST SOUTHWEST OF THE POWER POLE WITH A
 AB1791'GUY WIRE AND TRANSFORMER, 70.5 FEET (21.5 M) NORTH NORTHEAST OF THE
 AB1791'NORTHEAST CORNER OF THE EAST WING OF THE WEST HOUSE, 65.0 FEET (19.8
 AB1791'M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE WEST WING OF THE
 AB1791'EAST HOUSE.  DESCRIBED BY R.W.  ROBERTS.
 AB1791
 AB1791                          STATION RECOVERY (1997)
 AB1791
 AB1791'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1791'STATION IS LOCATED 7.65 MILES (12.31 KM) EAST OF MCCORMICK.
 AB1791'OWNERSHIP--STEPHEN COLLINS, ROUTE 2, BOX 242, MCCORMICK, SC 29835. TO
 AB1791'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 (CALLISON
 AB1791'HIGHWAY) , U.S.  HIGHWAY 378 AND STATE ROAD 35 (WALKER ROAD) , 10.3
 AB1791'MILES (16.6 KM) EAST OF MCCORMICK, GO WEST NORTHWEST ON HIGHWAY 378
 AB1791'FOR 2.55 MILES (4.10 KM) TO THE FORK JUNCTION OF STATE ROAD 21,
 AB1791'CONTINUE ON HIGHWAY 378 FOR 0.2 MILE (0.3 KM) TO THE STATION NEAR A
 AB1791'POWER POLE IN FRONT OF TWO VINYL-SIDED HOUSES ON THE LEFT.  STATION IS
 AB1791'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 AB1791'HIGHWAY, 61.0 FEET (18.6 M) SOUTH OF THE CENTER OF THE HIGHWAY, 3.7
 AB1791'FEET (1.1 M) WEST SOUTHWEST OF THE POWER POLE WITH A GUY WIRE AND
 AB1791'TRANSFORMER, 70.5 FEET (21.5 M) NORTH NORTHEAST OF THE NORTHEAST
 AB1791'CORNER OF THE EAST WING OF THE WEST HOUSE, 65.0 FEET (19.8 M) NORTH
 AB1791'NORTHWEST OF THE NORTHWEST CORNER OF THE WEST WING OF THE EAST HOUSE.
 AB1791'RECOVERED BY R.W.  ROBERTS.
 AB1791
 AB1791                          STATION RECOVERY (2001)
 AB1791
 AB1791'RECOVERY NOTE BY US POWER SQUADRON 2001 (WV)
 AB1791'MARK NOT FOUND.
 AB1791
 AB1791                          STATION RECOVERY (2004)
 AB1791
 AB1791'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 AB1791'RECOVERED IN GOOD CONDITION.
 AB1791
 AB1791                          STATION RECOVERY (2004)
 AB1791
 AB1791'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1791'STATION IS LOCATED 7.6 MILES EAST OF MCCORMICK, 7.6 MILES NORTHEAST OF
 AB1791'PLUM BRANCH. OWNERSHIP--STEPHEN COLLINGS, ROUTE 2 BOX 242, MCCORMICK,
 AB1791'SC 29835. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378,
 AB1791'STATE HIGHWAY 67 (CALLISON  HIGHWAY) AND STATE ROAD 35 (WALKER ROAD),
 AB1791'11.3 MILES EAST OF MCCORMICK, GO WEST  NORTHWEST ON HIGHWAY 378 FOR
 AB1791'2.75 MILES TO THE STATION ON THE LEFT NEAR A POWER  POLE IN FRONT OF A
 AB1791'TWO VINYL-SIDED HOUSES. STATION IS A CONCRETE POST FLUSH WITH THE
 AB1791'GROUND AND 0.5 FOOT ABOVE THE HIGHWAY, 61.0  FEET SOUTH OF THE CENTER
 AB1791'OF THE HIGHWAY, 3.7 FEET WEST SOUTHWEST OF THE POWER  POLE WITH GUY
 AB1791'WIRE AND TRANSFORMER, 70.9 FEET NORTH NORTHEAST OF THE NORTHEAST
 AB1791'CORNER OF THE EAST WING OF THE WEST HOUSE, 65.5 FEET NORTH NORTHWEST
 AB1791'OF THE  NORTHWEST CORNER OF THE WEST WING OF THE EAST HOUSE. RECOVERED
 AB1791'BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1789 ***********************************************************************
 AB1789  DESIGNATION -  33 002
 AB1789  PID         -  AB1789
 AB1789  STATE/COUNTY-  SC/MCCORMICK
 AB1789  USGS QUAD   -  WINTERSEAT (1986)
 AB1789
 AB1789                         *CURRENT SURVEY CONTROL
 AB1789  ___________________________________________________________________
 AB1789* NAD 83(1986)-  33 54 38.     (N)    082 10 49.     (W)     SCALED    
 AB1789* NAVD 88     -       135.569  (meters)     444.78   (feet)  ADJUSTED  
 AB1789  ___________________________________________________________________
 AB1789  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AB1789  DYNAMIC HT  -         135.431 (meters)     444.33  (feet)  COMP
 AB1789  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 AB1789
 AB1789  VERT ORDER  -  FIRST     CLASS II
 AB1789
 AB1789.The horizontal coordinates were scaled from a topographic map and have
 AB1789.an estimated accuracy of +/- 6 seconds.
 AB1789
 AB1789.The orthometric height was determined by differential leveling
 AB1789.and adjusted by the National Geodetic Survey in September 1998..
 AB1789
 AB1789.The geoid height was determined by GEOID03.
 AB1789
 AB1789.The dynamic height is computed by dividing the NAVD 88
 AB1789.geopotential number by the normal gravity value computed on the
 AB1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1789.degrees latitude (g = 980.6199 gals.).
 AB1789
 AB1789.The modeled gravity was interpolated from observed gravity values.
 AB1789
 AB1789;                    North         East    Units  Estimated Accuracy
 AB1789;SPC SC       -   230,980.      500,470.      MT  (+/- 180 meters Scaled)
 AB1789
 AB1789                          SUPERSEDED SURVEY CONTROL
 AB1789
 AB1789.No superseded survey control is available for this station.
 AB1789
 AB1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT908528(NAD 83)
 AB1789_MARKER: DD = SURVEY DISK
 AB1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1789_STAMPING: 33 002 1994
 AB1789_MARK LOGO: SCGS  
 AB1789_PROJECTION: FLUSH
 AB1789_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1789+STABILITY: SURFACE MOTION
 AB1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1789+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 AB1789
 AB1789  HISTORY     - Date     Condition        Report By
 AB1789  HISTORY     - 1994     MONUMENTED       SCGS
 AB1789  HISTORY     - 19970714 GOOD             SCGS
 AB1789  HISTORY     - 20010210 GOOD             USPSQD
 AB1789  HISTORY     - 20040221 GOOD             USPSQD
 AB1789  HISTORY     - 20060318 GOOD             USPSQD
 AB1789
 AB1789                          STATION DESCRIPTION
 AB1789
 AB1789'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1789'STATION IS LOCATED 6.5 MILES (10.5 KM) EAST OF MCCORMICK.
 AB1789'OWNERSHIP--EDWARD MORTON, ROUTE 2, BOX 401, MCCORMICK, SC 29835.  TO
 AB1789'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67, U.S. HIGHWAY
 AB1789'378 AND STATE ROAD 35, 10.3 MILES (16.6 KM) EAST OF MCCORMICK, GO WEST
 AB1789'NORTHWEST ON HIGHWAY 378 FOR 1.8 MILES (2.9 KM) TO THE FORK JUNCTION
 AB1789'OF STATE ROAD 21, TURN LEFT ON ROAD 21 FOR 0.95 MILE (1.53 KM) TO THE
 AB1789'JUNCTION OF STATE ROAD 138, CONTINUE ON ROAD 21 FOR 0.7 MILE (1.1 KM)
 AB1789'TO A GRAVEL DRIVEWAY LEFT, TURN LEFT ON THE DRIVEWAY FOR 0.1 MILE (0.2
 AB1789'KM) TO THE STATION NEAR A POWER POLE IN THE FRONT YARD OF A BRICK
 AB1789'HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 AB1789'WITH THE DRIVEWAY, 2.9 FEET (0.9 M) SOUTH SOUTHEAST OF THE POWER POLE
 AB1789'NUMBER 45447/184-25-3.3-9.9 WITH A TRANSFORMER AND A GUY WIRE, 89.3
 AB1789'FEET (27.2 M) WEST NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 79.0
 AB1789'FEET (24.1 M) NORTHWEST OF THE WEST CORNER OF THE CARPORT, 12.5 FEET
 AB1789'(3.8 M) EAST NORTHEAST OF THE CENTER OF THE DRIVEWAY.  DESCRIBED BY
 AB1789'R.W.  ROBERTS.
 AB1789
 AB1789                          STATION RECOVERY (1997)
 AB1789
 AB1789'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1789'STATION IS LOCATED 6.5 MILES (10.5 KM) EAST OF MCCORMICK.
 AB1789'OWNERSHIP--EDWARD MORTON, ROUTE 2, BOX 401, MCCORMICK, SC 29835.  TO
 AB1789'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 (CALLISON
 AB1789'HIGHWAY) , U.S.  HIGHWAY 378 AND STATE ROAD 35 (WALKER ROAD) , 10.3
 AB1789'MILES (16.6 KM) EAST OF MCCORMICK, GO WEST NORTHWEST ON HIGHWAY 378
 AB1789'FOR 2.55 MILES (4.10 KM) TO THE FORK JUNCTION OF STATE ROAD 21, TURN
 AB1789'LEFT ON ROAD 21 FOR 0.95 MILE (1.53 KM) TO THE JUNCTION OF STATE ROAD
 AB1789'138, CONTINUE ON ROAD 21 FOR 0.7 MILE (1.1 KM) TO A GRAVEL DRIVEWAY
 AB1789'LEFT, TURN LEFT ON THE DRIVEWAY FOR 0.1 MILE (0.2 KM) TO THE STATION
 AB1789'NEAR A POWER POLE IN THE FRONT YARD OF A BRICK HOUSE.  STATION IS A
 AB1789'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 2.9
 AB1789'FEET (0.9 M) SOUTH SOUTHEAST OF THE POWER POLE NUMBER
 AB1789'45447/184-25-3.3-9.9 WITH A TRANSFORMER AND A GUY WIRE, 89.3 FEET
 AB1789'(27.2 M) WEST NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 79.0 FEET
 AB1789'(24.1 M) NORTHWEST OF THE WEST CORNER OF THE CARPORT, 12.5 FEET (3.8
 AB1789'M) EAST NORTHEAST OF THE CENTER OF THE DRIVEWAY.  RECOVERED BY R.W.
 AB1789'ROBERTS.
 AB1789
 AB1789                          STATION RECOVERY (2001)
 AB1789
 AB1789'RECOVERY NOTE BY US POWER SQUADRON 2001 (WV)
 AB1789'RECOVERED IN GOOD CONDITION.
 AB1789
 AB1789                          STATION RECOVERY (2004)
 AB1789
 AB1789'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 AB1789'RECOVERED IN GOOD CONDITION.
 AB1789
 AB1789                          STATION RECOVERY (2006)
 AB1789
 AB1789'RECOVERY NOTE BY US POWER SQUADRON 2006 (SL)
 AB1789'RECOVERY VERIFIED BY DIGITAL PHOTO. ADDRESS OF THE BRICK HOUSE IS 3832
 AB1789'HIGHWAY 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1790 ***********************************************************************
 AB1790  DESIGNATION -  33 003
 AB1790  PID         -  AB1790
 AB1790  STATE/COUNTY-  SC/MCCORMICK
 AB1790  USGS QUAD   -  WINTERSEAT (1986)
 AB1790
 AB1790                         *CURRENT SURVEY CONTROL
 AB1790  ___________________________________________________________________
 AB1790* NAD 83(1986)-  33 54 12.     (N)    082 10 59.     (W)     SCALED    
 AB1790* NAVD 88     -       144.540  (meters)     474.21   (feet)  ADJUSTED  
 AB1790  ___________________________________________________________________
 AB1790  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AB1790  DYNAMIC HT  -         144.393 (meters)     473.73  (feet)  COMP
 AB1790  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 AB1790
 AB1790  VERT ORDER  -  FIRST     CLASS II
 AB1790
 AB1790.The horizontal coordinates were scaled from a topographic map and have
 AB1790.an estimated accuracy of +/- 6 seconds.
 AB1790
 AB1790.The orthometric height was determined by differential leveling
 AB1790.and adjusted by the National Geodetic Survey in September 1998..
 AB1790
 AB1790.The geoid height was determined by GEOID03.
 AB1790
 AB1790.The dynamic height is computed by dividing the NAVD 88
 AB1790.geopotential number by the normal gravity value computed on the
 AB1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1790.degrees latitude (g = 980.6199 gals.).
 AB1790
 AB1790.The modeled gravity was interpolated from observed gravity values.
 AB1790
 AB1790;                    North         East    Units  Estimated Accuracy
 AB1790;SPC SC       -   230,180.      500,200.      MT  (+/- 180 meters Scaled)
 AB1790
 AB1790                          SUPERSEDED SURVEY CONTROL
 AB1790
 AB1790.No superseded survey control is available for this station.
 AB1790
 AB1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT906520(NAD 83)
 AB1790_MARKER: DD = SURVEY DISK
 AB1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1790_STAMPING: 33 003 1994
 AB1790_MARK LOGO: SCGS  
 AB1790_PROJECTION: FLUSH
 AB1790_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1790+STABILITY: SURFACE MOTION
 AB1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1790+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 AB1790
 AB1790  HISTORY     - Date     Condition        Report By
 AB1790  HISTORY     - 1994     MONUMENTED       SCGS
 AB1790  HISTORY     - 19970714 GOOD             SCGS
 AB1790  HISTORY     - 20010210 GOOD             USPSQD
 AB1790  HISTORY     - 20040221 GOOD             USPSQD
 AB1790  HISTORY     - 20060318 GOOD             USPSQD
 AB1790
 AB1790                          STATION DESCRIPTION
 AB1790
 AB1790'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1790'STATION IS LOCATED 6.35 MILES (10.22 KM) EAST SOUTHEAST OF MCCORMICK.
 AB1790'OWNERSHIP--SANDRA ADAMS, ROUTE 2, BOX 140, MCCORMICK, SC 29835.  TO
 AB1790'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67, U.S. HIGHWAY
 AB1790'378 AND STATE ROAD 35, 10.3 MILES (16.6 KM) EAST OF MCCORMICK, GO WEST
 AB1790'NORTHWEST ON HIGHWAY 378 FOR 1.8 MILES (2.9 KM) TO THE FORK JUNCTION
 AB1790'OF STATE ROAD 21, TURN LEFT ON ROAD 21 FOR 1.85 MILES (2.98 KM) TO THE
 AB1790'JUNCTION OF STATE ROAD 304, CONTINUE ON ROAD 21 FOR 0.3 MILE (0.5 KM)
 AB1790'TO THE STATION NEAR A POWER POLE IN THE FRONT YARD OF A MOBILE HOME ON
 AB1790'THE LEFT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0
 AB1790'FEET (1.2 M) ABOVE THE ROAD, 28.3 FEET (8.6 M) NORTHWEST OF THE NORTH
 AB1790'NORTHWEST CORNER OF THE MOBILE HOME, 2.8 FEET (0.9 M) SOUTHWEST OF THE
 AB1790'POWER POLE NUMBER 45452/214-5-5.1-6.7 WITH A TRANSFORMER, GUY WIRE AND
 AB1790'A SECURITY LIGHT, 34.3 FEET (10.5 M) EAST NORTHEAST OF THE NORTHEAST
 AB1790'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 42.2
 AB1790'FEET (12.9 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 35.0 FEET
 AB1790'(10.7 M) WEST NORTHWEST OF A POWER LINE STUB POLE WITH AN ELECTRIC
 AB1790'METER ATTACHED ON THE NORTH SIDE OF THE MOBILE HOME.  DESCRIBED BY
 AB1790'R.W. ROBERTS.
 AB1790
 AB1790                          STATION RECOVERY (1997)
 AB1790
 AB1790'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1790'STATION IS LOCATED 6.35 MILES (10.22 KM) EAST SOUTHEAST OF MCCORMICK.
 AB1790'OWNERSHIP--SANDRA ADAMS, ROUTE 2, BOX 140, MCCORMICK, SC 29835.  TO
 AB1790'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 (CALLISON
 AB1790'HIGHWAY) , U.S.  HIGHWAY 378 AND STATE ROAD 35 (WALKER ROAD) , 10.3
 AB1790'MILES (16.6 KM) EAST OF MCCORMICK, GO WEST NORTHWEST ON HIGHWAY 378
 AB1790'FOR 2.55 MILES (4.10 KM) TO THE FORK JUNCTION OF STATE ROAD 21, TURN
 AB1790'LEFT ON ROAD 21 FOR 1.85 MILES (2.98 KM) TO THE JUNCTION OF STATE ROAD
 AB1790'304, CONTINUE ON ROAD 21 FOR 0.3 MILE (0.5 KM) TO THE STATION NEAR A
 AB1790'POWER POLE IN THE FRONT YARD OF A MOBILE HOME ON THE LEFT. STATION IS
 AB1790'A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE
 AB1790'ROAD, 28.3 FEET (8.6 M) NORTHWEST OF THE NORTH NORTHWEST CORNER OF THE
 AB1790'MOBILE HOME, 3.8 FEET (1.2 M) SOUTHWEST OF THE POWER POLE NUMBER
 AB1790'45452/214-5-5.1-6.7 WITH A TRANSFORMER, GUY WIRE AND A SECURITY LIGHT,
 AB1790'34.3 FEET (10.5 M) EAST NORTHEAST OF THE NORTHEAST END OF A 1.2-FOOT
 AB1790'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 42.2 FEET (12.9 M) EAST
 AB1790'SOUTHEAST OF THE CENTER OF THE ROAD, 35.0 FEET (10.7 M) WEST NORTHWEST
 AB1790'OF A POWER LINE STUB POLE WITH AN ELECTRIC METER ATTACHED ON THE NORTH
 AB1790'SIDE OF THE MOBILE HOME.  RECOVERED BY R.W.  ROBERTS.
 AB1790
 AB1790                          STATION RECOVERY (2001)
 AB1790
 AB1790'RECOVERY NOTE BY US POWER SQUADRON 2001 (WV)
 AB1790'RECOVERED IN GOOD CONDITION.
 AB1790
 AB1790                          STATION RECOVERY (2004)
 AB1790
 AB1790'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 AB1790'RECOVERED IN GOOD CONDITION.
 AB1790
 AB1790                          STATION RECOVERY (2006)
 AB1790
 AB1790'RECOVERY NOTE BY US POWER SQUADRON 2006 (SL)
 AB1790'RECOVERY VERIFIED BY DIGITAL PHOTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1786 ***********************************************************************
 AB1786  DESIGNATION -  33 004
 AB1786  PID         -  AB1786
 AB1786  STATE/COUNTY-  SC/MCCORMICK
 AB1786  USGS QUAD   -  WINTERSEAT (1986)
 AB1786
 AB1786                         *CURRENT SURVEY CONTROL
 AB1786  ___________________________________________________________________
 AB1786* NAD 83(1986)-  33 55 19.     (N)    082 12 16.     (W)     SCALED    
 AB1786* NAVD 88     -       139.473  (meters)     457.59   (feet)  ADJUSTED  
 AB1786  ___________________________________________________________________
 AB1786  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 AB1786  DYNAMIC HT  -         139.332 (meters)     457.13  (feet)  COMP
 AB1786  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 AB1786
 AB1786  VERT ORDER  -  FIRST     CLASS II
 AB1786
 AB1786.The horizontal coordinates were scaled from a topographic map and have
 AB1786.an estimated accuracy of +/- 6 seconds.
 AB1786
 AB1786.The orthometric height was determined by differential leveling
 AB1786.and adjusted by the National Geodetic Survey in September 1998..
 AB1786
 AB1786.The geoid height was determined by GEOID03.
 AB1786
 AB1786.The dynamic height is computed by dividing the NAVD 88
 AB1786.geopotential number by the normal gravity value computed on the
 AB1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1786.degrees latitude (g = 980.6199 gals.).
 AB1786
 AB1786.The modeled gravity was interpolated from observed gravity values.
 AB1786
 AB1786;                    North         East    Units  Estimated Accuracy
 AB1786;SPC SC       -   232,270.      498,250.      MT  (+/- 180 meters Scaled)
 AB1786
 AB1786                          SUPERSEDED SURVEY CONTROL
 AB1786
 AB1786.No superseded survey control is available for this station.
 AB1786
 AB1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT886541(NAD 83)
 AB1786_MARKER: DD = SURVEY DISK
 AB1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1786_STAMPING: 33 004 1994
 AB1786_MARK LOGO: SCGS  
 AB1786_PROJECTION: FLUSH
 AB1786_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1786+STABILITY: SURFACE MOTION
 AB1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1786+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 AB1786
 AB1786  HISTORY     - Date     Condition        Report By
 AB1786  HISTORY     - 1994     MONUMENTED       SCGS
 AB1786  HISTORY     - 19970714 GOOD             SCGS
 AB1786  HISTORY     - 20010331 GOOD             NGS
 AB1786  HISTORY     - 20040221 GOOD             USPSQD
 AB1786  HISTORY     - 20060318 GOOD             USPSQD
 AB1786
 AB1786                          STATION DESCRIPTION
 AB1786
 AB1786'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1786'STATION IS LOCATED 5.15 MILES (8.29 KM) EAST OF MCCORMICK.
 AB1786'OWNERSHIP--POWER COMPANY EASEMENT.  TO REACH THE STATION FROM THE FORK
 AB1786'JUNCTION OF U.S.  HIGHWAYS 221 AND 378 (GOLD STREET) AT THE NORTHEAST
 AB1786'EDGE OF MCCORMICK, GO EAST NORTHEAST ON HIGHWAY 378 FOR 4.9 MILES (7.9
 AB1786'KM) TO THE STATION ON THE RIGHT NEAR THE CHAIN LINK FENCE SURROUNDING
 AB1786'AN ELECTRICAL SUBSTATION, 0.1 MILE (0.2 KM) WEST SOUTHWEST OF THE
 AB1786'JUNCTION OF STATE ROAD 163.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1786'GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 40.6 FEET (12.4 M)
 AB1786'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2.7 FEET (0.8 M) SOUTH
 AB1786'SOUTHWEST OF THE WEST NORTHWEST CORNER OF THE FENCE, 30.7 FEET (9.4 M)
 AB1786'NORTH NORTHEAST OF THE NORTH NORTHEAST CORNER OF A CONCRETE BLOCK
 AB1786'STORE, 1.7 FEET (0.5 M) WEST SOUTHWEST OF THE FENCE LINE, 1.8 FEET
 AB1786'(0.5 M) WEST NORTHWEST OF A WITNESS POST IN THE FENCE LINE.  DESCRIBED
 AB1786'BY R.W.  ROBERTS.
 AB1786
 AB1786                          STATION RECOVERY (1997)
 AB1786
 AB1786'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1786'RECOVERED AS DESCRIBED.
 AB1786
 AB1786                          STATION RECOVERY (2001)
 AB1786
 AB1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1786'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AB1786
 AB1786                          STATION RECOVERY (2004)
 AB1786
 AB1786'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 AB1786'RECOVERED IN GOOD CONDITION.
 AB1786
 AB1786                          STATION RECOVERY (2006)
 AB1786
 AB1786'RECOVERY NOTE BY US POWER SQUADRON 2006 (SL)
 AB1786'RECOVERY VERIFIED BY DIGITAL PHOTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1785 ***********************************************************************
 AB1785  DESIGNATION -  33 005
 AB1785  PID         -  AB1785
 AB1785  STATE/COUNTY-  SC/MCCORMICK
 AB1785  USGS QUAD   -  WINTERSEAT (1986)
 AB1785
 AB1785                         *CURRENT SURVEY CONTROL
 AB1785  ___________________________________________________________________
 AB1785* NAD 83(1986)-  33 55 04.     (N)    082 12 54.     (W)     SCALED    
 AB1785* NAVD 88     -       137.106  (meters)     449.82   (feet)  ADJUSTED  
 AB1785  ___________________________________________________________________
 AB1785  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 AB1785  DYNAMIC HT  -         136.967 (meters)     449.37  (feet)  COMP
 AB1785  MODELED GRAV-     979,620.7   (mgal)                       NAVD 88
 AB1785
 AB1785  VERT ORDER  -  FIRST     CLASS II
 AB1785
 AB1785.The horizontal coordinates were scaled from a topographic map and have
 AB1785.an estimated accuracy of +/- 6 seconds.
 AB1785
 AB1785.The orthometric height was determined by differential leveling
 AB1785.and adjusted by the National Geodetic Survey in September 1998..
 AB1785
 AB1785.The geoid height was determined by GEOID03.
 AB1785
 AB1785.The dynamic height is computed by dividing the NAVD 88
 AB1785.geopotential number by the normal gravity value computed on the
 AB1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1785.degrees latitude (g = 980.6199 gals.).
 AB1785
 AB1785.The modeled gravity was interpolated from observed gravity values.
 AB1785
 AB1785;                    North         East    Units  Estimated Accuracy
 AB1785;SPC SC       -   231,820.      497,270.      MT  (+/- 180 meters Scaled)
 AB1785
 AB1785                          SUPERSEDED SURVEY CONTROL
 AB1785
 AB1785.No superseded survey control is available for this station.
 AB1785
 AB1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT876537(NAD 83)
 AB1785_MARKER: DD = SURVEY DISK
 AB1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1785_STAMPING: 33 005 1994
 AB1785_MARK LOGO: SCGS  
 AB1785_PROJECTION: FLUSH
 AB1785_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1785+STABILITY: SURFACE MOTION
 AB1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1785+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 AB1785
 AB1785  HISTORY     - Date     Condition        Report By
 AB1785  HISTORY     - 1994     MONUMENTED       SCGS
 AB1785  HISTORY     - 19970714 GOOD             SCGS
 AB1785  HISTORY     - 20010331 GOOD             NGS
 AB1785  HISTORY     - 20040221 GOOD             USPSQD
 AB1785  HISTORY     - 20060318 GOOD             USPSQD
 AB1785
 AB1785                          STATION DESCRIPTION
 AB1785
 AB1785'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1785'STATION IS LOCATED 4.55 MILES (7.32 KM) EAST OF MCCORMICK.
 AB1785'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1785'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1785'FORK JUNCTION OF U.S.  HIGHWAYS 221 AND 378 (GOLD STREET) AT THE
 AB1785'NORTHEAST EDGE OF MCCORMICK, GO EAST NORTHEAST ON HIGHWAY 378 FOR 4.2
 AB1785'MILES (6.8 KM) TO THE JUNCTION OF STATE ROAD 42, TURN RIGHT ON ROAD 42
 AB1785'TO THE STATION ON THE LEFT NEAR A POWER POLE WITH A GUY WIRE. STATION
 AB1785'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW
 AB1785'THE ROAD, 41.8 FEET (12.7 M) EAST NORTHEAST OF THE CENTER OF THE ROAD,
 AB1785'4.4 FEET (1.3 M) EAST OF THE POWER POLE NUMBER 045984/184.-17-2.2-7.2,
 AB1785'110.3 FEET (33.6 M) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 AB1785'BUILDING (DYES GARAGE) , 21.3 FEET (6.5 M) NORTHEAST OF THE SUPPORT
 AB1785'POST FOR A TELEPHONE JUNCTION BOX A2I/1/1+3, 3.7 FEET (1.1 M) SOUTH
 AB1785'SOUTHWEST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1785
 AB1785                          STATION RECOVERY (1997)
 AB1785
 AB1785'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1785'RECOVERED AS DESCRIBED.
 AB1785
 AB1785                          STATION RECOVERY (2001)
 AB1785
 AB1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1785'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AB1785
 AB1785                          STATION RECOVERY (2004)
 AB1785
 AB1785'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 AB1785'RECOVERED IN GOOD CONDITION.
 AB1785
 AB1785                          STATION RECOVERY (2006)
 AB1785
 AB1785'RECOVERY NOTE BY US POWER SQUADRON 2006 (SL)
 AB1785'RECOVERY VERIFIED BY DIGITAL PHOTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1784 ***********************************************************************
 AB1784  DESIGNATION -  33 006
 AB1784  PID         -  AB1784
 AB1784  STATE/COUNTY-  SC/MCCORMICK
 AB1784  USGS QUAD   -  WINTERSEAT (1986)
 AB1784
 AB1784                         *CURRENT SURVEY CONTROL
 AB1784  ___________________________________________________________________
 AB1784* NAD 83(1986)-  33 55 04.     (N)    082 14 01.     (W)     SCALED    
 AB1784* NAVD 88     -       138.127  (meters)     453.17   (feet)  ADJUSTED  
 AB1784  ___________________________________________________________________
 AB1784  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 AB1784  DYNAMIC HT  -         137.987 (meters)     452.71  (feet)  COMP
 AB1784  MODELED GRAV-     979,620.1   (mgal)                       NAVD 88
 AB1784
 AB1784  VERT ORDER  -  FIRST     CLASS II
 AB1784
 AB1784.The horizontal coordinates were scaled from a topographic map and have
 AB1784.an estimated accuracy of +/- 6 seconds.
 AB1784
 AB1784.The orthometric height was determined by differential leveling
 AB1784.and adjusted by the National Geodetic Survey in September 1998..
 AB1784
 AB1784.The geoid height was determined by GEOID03.
 AB1784
 AB1784.The dynamic height is computed by dividing the NAVD 88
 AB1784.geopotential number by the normal gravity value computed on the
 AB1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1784.degrees latitude (g = 980.6199 gals.).
 AB1784
 AB1784.The modeled gravity was interpolated from observed gravity values.
 AB1784
 AB1784;                    North         East    Units  Estimated Accuracy
 AB1784;SPC SC       -   231,840.      495,550.      MT  (+/- 180 meters Scaled)
 AB1784
 AB1784                          SUPERSEDED SURVEY CONTROL
 AB1784
 AB1784.No superseded survey control is available for this station.
 AB1784
 AB1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT859537(NAD 83)
 AB1784_MARKER: DD = SURVEY DISK
 AB1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1784_STAMPING: 33 006 1994
 AB1784_MARK LOGO: SCGS  
 AB1784_PROJECTION: FLUSH
 AB1784_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1784+STABILITY: SURFACE MOTION
 AB1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1784+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 AB1784
 AB1784  HISTORY     - Date     Condition        Report By
 AB1784  HISTORY     - 1994     MONUMENTED       SCGS
 AB1784  HISTORY     - 19970714 GOOD             SCGS
 AB1784  HISTORY     - 20010331 GOOD             NGS
 AB1784  HISTORY     - 20040221 GOOD             USPSQD
 AB1784
 AB1784                          STATION DESCRIPTION
 AB1784
 AB1784'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1784'STATION IS LOCATED 3.45 MILES (5.55 KM) EAST OF MCCORMICK.
 AB1784'OWNERSHIP--HAZEL PRINCE, ROUTE 2, BOX 102, MCCORMICK, SC 29835.  TO
 AB1784'REACH THE STATION FROM THE FORK JUNCTION OF U.S.  HIGHWAYS 221 AND 378
 AB1784'(GOLD STREET) AT THE NORTHEAST EDGE OF MCCORMICK, GO EAST NORTHEAST ON
 AB1784'HIGHWAY 378 FOR 3.1 MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD 86 ON
 AB1784'THE RIGHT AND THE STATION ON THE LEFT NEAR A POWER LINE STUB POLE IN
 AB1784'THE FRONT YARD OF A WOODEN HOUSE.  STATION IS A CONCRETE POST FLUSH
 AB1784'WITH THE GROUND AND 5.0 FEET (1.5 M) ABOVE THE HIGHWAY, 111.0 FEET
 AB1784'(33.8 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 37.1 FEET (11.3
 AB1784'M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 2.8 FEET (0.9
 AB1784'M) EAST NORTHEAST OF THE POWER LINE STUB POLE NUMBER
 AB1784'46029/183-20-2.4-9.9, 76.2 FEET (23.2 M) SOUTH SOUTHWEST OF A SECURITY
 AB1784'LIGHT POLE.  DESCRIBED BY R.W.  ROBERTS.
 AB1784
 AB1784                          STATION RECOVERY (1997)
 AB1784
 AB1784'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1784'RECOVERED AS DESCRIBED.
 AB1784
 AB1784                          STATION RECOVERY (2001)
 AB1784
 AB1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1784'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AB1784
 AB1784                          STATION RECOVERY (2004)
 AB1784
 AB1784'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 AB1784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1783 ***********************************************************************
 AB1783  DESIGNATION -  33 007
 AB1783  PID         -  AB1783
 AB1783  STATE/COUNTY-  SC/MCCORMICK
 AB1783  USGS QUAD   -  MC CORMICK (1986)
 AB1783
 AB1783                         *CURRENT SURVEY CONTROL
 AB1783  ___________________________________________________________________
 AB1783* NAD 83(1986)-  33 55 11.     (N)    082 15 23.     (W)     SCALED    
 AB1783* NAVD 88     -       138.066  (meters)     452.97   (feet)  ADJUSTED  
 AB1783  ___________________________________________________________________
 AB1783  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AB1783  DYNAMIC HT  -         137.926 (meters)     452.51  (feet)  COMP
 AB1783  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 AB1783
 AB1783  VERT ORDER  -  FIRST     CLASS II
 AB1783
 AB1783.The horizontal coordinates were scaled from a topographic map and have
 AB1783.an estimated accuracy of +/- 6 seconds.
 AB1783
 AB1783.The orthometric height was determined by differential leveling
 AB1783.and adjusted by the National Geodetic Survey in September 1998..
 AB1783
 AB1783.The geoid height was determined by GEOID03.
 AB1783
 AB1783.The dynamic height is computed by dividing the NAVD 88
 AB1783.geopotential number by the normal gravity value computed on the
 AB1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1783.degrees latitude (g = 980.6199 gals.).
 AB1783
 AB1783.The modeled gravity was interpolated from observed gravity values.
 AB1783
 AB1783;                    North         East    Units  Estimated Accuracy
 AB1783;SPC SC       -   232,080.      493,450.      MT  (+/- 180 meters Scaled)
 AB1783
 AB1783                          SUPERSEDED SURVEY CONTROL
 AB1783
 AB1783.No superseded survey control is available for this station.
 AB1783
 AB1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT838539(NAD 83)
 AB1783_MARKER: DD = SURVEY DISK
 AB1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1783_STAMPING: 33 007 1994
 AB1783_MARK LOGO: SCGS  
 AB1783_PROJECTION: FLUSH
 AB1783_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1783+STABILITY: SURFACE MOTION
 AB1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1783+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1783
 AB1783  HISTORY     - Date     Condition        Report By
 AB1783  HISTORY     - 1994     MONUMENTED       SCGS
 AB1783  HISTORY     - 19970714 GOOD             SCGS
 AB1783  HISTORY     - 20030202 GOOD             USPSQD
 AB1783
 AB1783                          STATION DESCRIPTION
 AB1783
 AB1783'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1783'STATION IS LOCATED 2.05 MILES (3.30 KM) EAST NORTHEAST OF MCCORMICK.
 AB1783'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1783'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1783'FORK JUNCTION OF U.S.  HIGHWAYS 221 AND 378 (GOLD STREET) AT THE
 AB1783'NORTHEAST EDGE OF MCCORMICK, GO EAST NORTHEAST ON HIGHWAY 378 FOR 1.85
 AB1783'MILES (2.98 KM) TO THE STATION NEAR THE NORTHEAST CORNER OF A CONCRETE
 AB1783'BLOCK STORE (FOR SALE) IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 AB1783'ROAD 87 AND ACROSS FROM THE ENTRANCE TO MCCORMICK CORRECTIONAL
 AB1783'INSTITUTE (STATE ROAD 445) .  STATION IS A CONCRETE POST FLUSH WITH
 AB1783'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 86.5 FEET (26.4
 AB1783'M) EAST SOUTHEAST OF THE CENTER OF ROAD 87, 64.3 FEET (19.6 M) SOUTH
 AB1783'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 18.5 FEET (5.6 M) EAST
 AB1783'NORTHEAST OF THE NORTHEAST CORNER OF THE STORE, 4.8 FEET (1.5 M)
 AB1783'SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 30.0 FEET (9.1 M) WEST
 AB1783'NORTHWEST OF THE EXTENDED CENTER OF ROAD 445, 5.4 FEET (1.6 M)
 AB1783'SOUTHWEST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1783
 AB1783                          STATION RECOVERY (1997)
 AB1783
 AB1783'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1783'RECOVERED AS DESCRIBED.
 AB1783
 AB1783                          STATION RECOVERY (2003)
 AB1783
 AB1783'RECOVERY NOTE BY US POWER SQUADRON 2003 (DN)
 AB1783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1782 ***********************************************************************
 AB1782  DESIGNATION -  33 008
 AB1782  PID         -  AB1782
 AB1782  STATE/COUNTY-  SC/MCCORMICK
 AB1782  USGS QUAD   -  MC CORMICK (1986)
 AB1782
 AB1782                         *CURRENT SURVEY CONTROL
 AB1782  ___________________________________________________________________
 AB1782* NAD 83(1986)-  33 55 09.     (N)    082 15 53.     (W)     SCALED    
 AB1782* NAVD 88     -       128.329  (meters)     421.03   (feet)  ADJUSTED  
 AB1782  ___________________________________________________________________
 AB1782  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AB1782  DYNAMIC HT  -         128.199 (meters)     420.60  (feet)  COMP
 AB1782  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 AB1782
 AB1782  VERT ORDER  -  FIRST     CLASS II
 AB1782
 AB1782.The horizontal coordinates were scaled from a topographic map and have
 AB1782.an estimated accuracy of +/- 6 seconds.
 AB1782
 AB1782.The orthometric height was determined by differential leveling
 AB1782.and adjusted by the National Geodetic Survey in September 1998..
 AB1782
 AB1782.The geoid height was determined by GEOID03.
 AB1782
 AB1782.The dynamic height is computed by dividing the NAVD 88
 AB1782.geopotential number by the normal gravity value computed on the
 AB1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1782.degrees latitude (g = 980.6199 gals.).
 AB1782
 AB1782.The modeled gravity was interpolated from observed gravity values.
 AB1782
 AB1782;                    North         East    Units  Estimated Accuracy
 AB1782;SPC SC       -   232,030.      492,670.      MT  (+/- 180 meters Scaled)
 AB1782
 AB1782                          SUPERSEDED SURVEY CONTROL
 AB1782
 AB1782.No superseded survey control is available for this station.
 AB1782
 AB1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT830539(NAD 83)
 AB1782_MARKER: DD = SURVEY DISK
 AB1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1782_STAMPING: 33 008 1994
 AB1782_MARK LOGO: SCGS  
 AB1782_PROJECTION: FLUSH
 AB1782_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1782+STABILITY: SURFACE MOTION
 AB1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1782+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1782
 AB1782  HISTORY     - Date     Condition        Report By
 AB1782  HISTORY     - 1994     MONUMENTED       SCGS
 AB1782  HISTORY     - 19970714 GOOD             SCGS
 AB1782  HISTORY     - 20030202 GOOD             USPSQD
 AB1782  HISTORY     - 20041106 GOOD             USPSQD
 AB1782  HISTORY     - 20060318 GOOD             USPSQD
 AB1782
 AB1782                          STATION DESCRIPTION
 AB1782
 AB1782'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1782'STATION IS LOCATED 1.7 MILES (2.7 KM) EAST NORTHEAST OF MCCORMICK.
 AB1782'OWNERSHIP--H.A.  LAGROON, P.O.  BOX 525, MCCORMICK, SC 29835.  TO
 AB1782'REACH THE STATION FROM THE FORK JUNCTION OF U.S.  HIGHWAYS 221 AND 378
 AB1782'(GOLD STREET) AT THE NORTHEAST EDGE OF MCCORMICK, GO EAST NORTHEAST ON
 AB1782'HIGHWAY 378 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 53,
 AB1782'CONTINUE ON HIGHWAY 378 FOR 0.15 MILE (0.24 KM) TO THE STATION NEAR
 AB1782'THE NORTHEAST CORNER OF THE FRONT PORCH OF A BRICK HOUSE ON THE RIGHT
 AB1782'AND IN LINE WITH THE NORTH EDGE OF A FRONT PORCH. STATION IS A
 AB1782'CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE
 AB1782'HIGHWAY, 4.5 FEET (1.4 M) EAST OF THE NORTHEAST CORNER OF THE BRICK
 AB1782'FRONT PORCH, 12.8 FEET (3.9 M) NORTH OF THE NORTHEAST CORNER OF THE
 AB1782'CHIMNEY, 127.0 FEET (38.7 M) SOUTH OF THE CENTER OF THE HIGHWAY.
 AB1782'DESCRIBED BY R.W.  ROBERTS.
 AB1782
 AB1782                          STATION RECOVERY (1997)
 AB1782
 AB1782'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1782'RECOVERED AS DESCRIBED.
 AB1782
 AB1782                          STATION RECOVERY (2003)
 AB1782
 AB1782'RECOVERY NOTE BY US POWER SQUADRON 2003 (DN)
 AB1782'RECOVERED IN GOOD CONDITION.
 AB1782
 AB1782                          STATION RECOVERY (2004)
 AB1782
 AB1782'RECOVERY NOTE BY US POWER SQUADRON 2004 (EZ)
 AB1782'RECOVERED IN GOOD CONDITION.
 AB1782
 AB1782                          STATION RECOVERY (2006)
 AB1782
 AB1782'RECOVERY NOTE BY US POWER SQUADRON 2006 (SL)
 AB1782'RECOVERY VERIFIED BY DIGITAL PHOTO. THE BRICK HOUSE IDENTIFIED IN THE
 AB1782'REPORT IS NUMBER 2939 ON HIGHWAY 378.  STATE ROAD 53 IS IDENTIFIED AS
 AB1782'AIRPORT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1781 ***********************************************************************
 AB1781  DESIGNATION -  33 009
 AB1781  PID         -  AB1781
 AB1781  STATE/COUNTY-  SC/MCCORMICK
 AB1781  USGS QUAD   -  MC CORMICK (1986)
 AB1781
 AB1781                         *CURRENT SURVEY CONTROL
 AB1781  ___________________________________________________________________
 AB1781* NAD 83(1986)-  33 55 12.     (N)    082 16 50.     (W)     SCALED    
 AB1781* NAVD 88     -       132.604  (meters)     435.05   (feet)  ADJUSTED  
 AB1781  ___________________________________________________________________
 AB1781  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AB1781  DYNAMIC HT  -         132.469 (meters)     434.61  (feet)  COMP
 AB1781  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 AB1781
 AB1781  VERT ORDER  -  FIRST     CLASS II
 AB1781
 AB1781.The horizontal coordinates were scaled from a topographic map and have
 AB1781.an estimated accuracy of +/- 6 seconds.
 AB1781
 AB1781.The orthometric height was determined by differential leveling
 AB1781.and adjusted by the National Geodetic Survey in September 1998..
 AB1781
 AB1781.The geoid height was determined by GEOID03.
 AB1781
 AB1781.The dynamic height is computed by dividing the NAVD 88
 AB1781.geopotential number by the normal gravity value computed on the
 AB1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1781.degrees latitude (g = 980.6199 gals.).
 AB1781
 AB1781.The modeled gravity was interpolated from observed gravity values.
 AB1781
 AB1781;                    North         East    Units  Estimated Accuracy
 AB1781;SPC SC       -   232,140.      491,210.      MT  (+/- 180 meters Scaled)
 AB1781
 AB1781                          SUPERSEDED SURVEY CONTROL
 AB1781
 AB1781.No superseded survey control is available for this station.
 AB1781
 AB1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT816540(NAD 83)
 AB1781_MARKER: DD = SURVEY DISK
 AB1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1781_STAMPING: 33 009 1994
 AB1781_MARK LOGO: SCGS  
 AB1781_PROJECTION: FLUSH
 AB1781_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1781+STABILITY: SURFACE MOTION
 AB1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1781+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1781
 AB1781  HISTORY     - Date     Condition        Report By
 AB1781  HISTORY     - 1994     MONUMENTED       SCGS
 AB1781  HISTORY     - 19970714 GOOD             SCGS
 AB1781  HISTORY     - 20030202 GOOD             USPSQD
 AB1781  HISTORY     - 20041106 GOOD             USPSQD
 AB1781
 AB1781                          STATION DESCRIPTION
 AB1781
 AB1781'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1781'STATION IS LOCATED AT THE NORTHEAST EDGE OF MCCORMICK. OWNERSHIP--W.H.
 AB1781'WOUNVEY, ROUTE 2, BOX 86, MCCORMICK, SC 29835.  TO REACH THE STATION
 AB1781'FROM THE FORK JUNCTION OF U.S.  HIGHWAYS 221 AND 378 (GOLD STREET) AT
 AB1781'THE NORTHEAST EDGE OF MCCORMICK, GO EAST NORTHEAST ON HIGHWAY 378 FOR
 AB1781'0.5 MILE (0.8 KM) TO A PAVED DRIVE LEFT, TURN LEFT ON THE DRIVE FOR
 AB1781'0.1 MILE (0.2 KM) TO THE STATION NEAR A POWER POLE ON THE SOUTHWEST
 AB1781'SIDE OF A TWO-STORY BRICK HOUSE.  STATION IS A CONCRETE POST RECESSED
 AB1781'0.1 FOOT (3.0 CM) AND LEVEL WITH THE PAVED DRIVE, 1.9 FEET (0.6 M)
 AB1781'NORTH NORTHEAST OF THE POWER POLE WITH AN ELECTRIC METER, GUY WIRE AND
 AB1781'TRANSFORMER, 33.0 FEET (10.1 M) WEST SOUTHWEST OF THE SOUTH CORNER OF
 AB1781'THE FRONT PORCH, 25.7 FEET (7.8 M) SOUTH OF THE SOUTH CORNER OF THE
 AB1781'SOUTHWEST EXTENSION WING, 9.5 FEET (2.9 M) SOUTHWEST OF THE CENTER OF
 AB1781'THE DRIVE ALONG THE SOUTHWEST SIDE OF THE HOUSE.  DESCRIBED BY R.W.
 AB1781'ROBERTS.
 AB1781
 AB1781                          STATION RECOVERY (1997)
 AB1781
 AB1781'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1781'RECOVERED AS DESCRIBED.
 AB1781
 AB1781                          STATION RECOVERY (2003)
 AB1781
 AB1781'RECOVERY NOTE BY US POWER SQUADRON 2003 (DN)
 AB1781'RECOVERED IN GOOD CONDITION.
 AB1781
 AB1781                          STATION RECOVERY (2004)
 AB1781
 AB1781'RECOVERY NOTE BY US POWER SQUADRON 2004 (EZ)
 AB1781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1780 ***********************************************************************
 AB1780  DESIGNATION -  33 010
 AB1780  PID         -  AB1780
 AB1780  STATE/COUNTY-  SC/MCCORMICK
 AB1780  USGS QUAD   -  MC CORMICK (1986)
 AB1780
 AB1780                         *CURRENT SURVEY CONTROL
 AB1780  ___________________________________________________________________
 AB1780* NAD 83(1986)-  33 54 55.     (N)    082 17 20.     (W)     SCALED    
 AB1780* NAVD 88     -       159.060  (meters)     521.85   (feet)  ADJUSTED  
 AB1780  ___________________________________________________________________
 AB1780  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AB1780  DYNAMIC HT  -         158.898 (meters)     521.32  (feet)  COMP
 AB1780  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 AB1780
 AB1780  VERT ORDER  -  FIRST     CLASS II
 AB1780
 AB1780.The horizontal coordinates were scaled from a topographic map and have
 AB1780.an estimated accuracy of +/- 6 seconds.
 AB1780
 AB1780.The orthometric height was determined by differential leveling
 AB1780.and adjusted by the National Geodetic Survey in September 1998..
 AB1780
 AB1780.The geoid height was determined by GEOID03.
 AB1780
 AB1780.The dynamic height is computed by dividing the NAVD 88
 AB1780.geopotential number by the normal gravity value computed on the
 AB1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1780.degrees latitude (g = 980.6199 gals.).
 AB1780
 AB1780.The modeled gravity was interpolated from observed gravity values.
 AB1780
 AB1780;                    North         East    Units  Estimated Accuracy
 AB1780;SPC SC       -   231,620.      490,440.      MT  (+/- 180 meters Scaled)
 AB1780
 AB1780                          SUPERSEDED SURVEY CONTROL
 AB1780
 AB1780.No superseded survey control is available for this station.
 AB1780
 AB1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT808535(NAD 83)
 AB1780_MARKER: DD = SURVEY DISK
 AB1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1780_STAMPING: 33 010 1994
 AB1780_MARK LOGO: SCGS  
 AB1780_PROJECTION: FLUSH
 AB1780_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1780+STABILITY: SURFACE MOTION
 AB1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1780+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1780
 AB1780  HISTORY     - Date     Condition        Report By
 AB1780  HISTORY     - 1994     MONUMENTED       SCGS
 AB1780  HISTORY     - 19970714 GOOD             SCGS
 AB1780  HISTORY     - 20030202 GOOD             USPSQD
 AB1780  HISTORY     - 20041106 GOOD             USPSQD
 AB1780
 AB1780                          STATION DESCRIPTION
 AB1780
 AB1780'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1780'STATION IS LOCATED IN MCCORMICK.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1780'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1780'803-737-1350.  TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 AB1780'HIGHWAYS 221 AND 378 (GOLD STREET) AT THE NORTHEAST EDGE OF MCCORMICK,
 AB1780'GO WEST SOUTHWEST ON HIGHWAYS 221 AND 378 FOR 0.15 MILE (0.24 KM) TO
 AB1780'THE JUNCTION OF STATE ROAD 92 (CALHOUN STREET) , TURN LEFT ON ROAD 92
 AB1780'FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A FIRE HYDRANT IN THE
 AB1780'FRONT YARD OF A BRICK HOUSE IN THE SOUTH ANGLE OF THE JUNCTION OF
 AB1780'STATE ROAD 10 (AUGUSTA ROAD) .  STATION IS A CONCRETE POST FLUSH WITH
 AB1780'THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE ROADS, 5.0 FEET (1.5 M) WEST
 AB1780'OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 5.7 FEET (1.7
 AB1780'M) SOUTH OF THE FIRE HYDRANT, 34.3 FEET (10.5 M) SOUTHEAST OF THE
 AB1780'CENTER OF EAST AUGUSTA STREET, 25.8 FEET (7.9 M) SOUTHWEST OF THE
 AB1780'CENTER OF SOUTH CALHOUN STREET, 32.7 FEET (10.0 M) NORTH OF THE NORTH
 AB1780'CORNER OF A BRICK HOUSE NUMBER 615. DESCRIBED BY R.W.  ROBERTS.
 AB1780
 AB1780                          STATION RECOVERY (1997)
 AB1780
 AB1780'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1780'RECOVERED AS DESCRIBED.
 AB1780
 AB1780                          STATION RECOVERY (2003)
 AB1780
 AB1780'RECOVERY NOTE BY US POWER SQUADRON 2003 (DN)
 AB1780'RECOVERED IN GOOD CONDITION.
 AB1780
 AB1780                          STATION RECOVERY (2004)
 AB1780
 AB1780'RECOVERY NOTE BY US POWER SQUADRON 2004 (EZ)
 AB1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1824 ***********************************************************************
 AB1824  DESIGNATION -  33 012
 AB1824  PID         -  AB1824
 AB1824  STATE/COUNTY-  SC/MCCORMICK
 AB1824  USGS QUAD   -  MC CORMICK (1986)
 AB1824
 AB1824                         *CURRENT SURVEY CONTROL
 AB1824  ___________________________________________________________________
 AB1824* NAD 83(1986)-  33 54 53.     (N)    082 18 06.     (W)     SCALED    
 AB1824* NAVD 88     -       155.968  (meters)     511.70   (feet)  ADJUSTED  
 AB1824  ___________________________________________________________________
 AB1824  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AB1824  DYNAMIC HT  -         155.809 (meters)     511.18  (feet)  COMP
 AB1824  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 AB1824
 AB1824  VERT ORDER  -  FIRST     CLASS II
 AB1824
 AB1824.The horizontal coordinates were scaled from a topographic map and have
 AB1824.an estimated accuracy of +/- 6 seconds.
 AB1824
 AB1824.The orthometric height was determined by differential leveling
 AB1824.and adjusted by the National Geodetic Survey in September 1998..
 AB1824
 AB1824.The geoid height was determined by GEOID03.
 AB1824
 AB1824.The dynamic height is computed by dividing the NAVD 88
 AB1824.geopotential number by the normal gravity value computed on the
 AB1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1824.degrees latitude (g = 980.6199 gals.).
 AB1824
 AB1824.The modeled gravity was interpolated from observed gravity values.
 AB1824
 AB1824;                    North         East    Units  Estimated Accuracy
 AB1824;SPC SC       -   231,580.      489,250.      MT  (+/- 180 meters Scaled)
 AB1824
 AB1824                          SUPERSEDED SURVEY CONTROL
 AB1824
 AB1824.No superseded survey control is available for this station.
 AB1824
 AB1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT796534(NAD 83)
 AB1824_MARKER: DD = SURVEY DISK
 AB1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1824_STAMPING: 33 012 1994
 AB1824_MARK LOGO: SCGS  
 AB1824_PROJECTION: FLUSH
 AB1824_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1824+STABILITY: SURFACE MOTION
 AB1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1824+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1997
 AB1824
 AB1824  HISTORY     - Date     Condition        Report By
 AB1824  HISTORY     - 1994     MONUMENTED       SCGS
 AB1824  HISTORY     - 19970702 GOOD             SCGS
 AB1824  HISTORY     - 20030202 GOOD             USPSQD
 AB1824  HISTORY     - 20041106 GOOD             USPSQD
 AB1824  HISTORY     - 20060318 GOOD             USPSQD
 AB1824
 AB1824                          STATION DESCRIPTION
 AB1824
 AB1824'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1824'STATION IS LOCATED IN MCCORMICK.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1824'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1824'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AB1824'378, 221 (GOLD STREET) AND STATE HIGHWAY 28 (MINE STREET) IN
 AB1824'MCCORMICK, GO NORTHWEST ON HIGHWAY 28 FOR 0.45 MILE (0.72 KM) TO THE
 AB1824'JUNCTION OF STATE ROAD 97 (MIMS DRIVE) LEFT AND THE STATION JUST AHEAD
 AB1824'NEAR A POWER POLE ON THE RIGHT.  STATION IS A CONCRETE POST FLUSH WITH
 AB1824'THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE HIGHWAY, 72.8 FEET (22.2 M)
 AB1824'WEST NORTHWEST OF THE NORTHWEST PILLAR SUPPORTING THE ROOF OF A BRICK
 AB1824'GAS STATION, 25.4 FEET (7.7 M) NORTH NORTHEAST OF THE CENTER OF THE
 AB1824'HIGHWAY, 96.3 FEET (29.4 M) NORTHWEST OF THE EXTENDED CENTER OF MIMS
 AB1824'DRIVE, 123.9 FEET (37.8 M) EAST NORTHEAST OF THE EAST NORTHEAST CORNER
 AB1824'OF A BRICK HOME, 3.8 FEET (1.2 M) NORTH OF THE POWER POLE WITH THREE
 AB1824'GUY WIRES, 89.3 FEET (27.2 M) EAST SOUTHEAST OF A FIRE HYDRANT, 4.4
 AB1824'FEET (1.3 M) NORTH OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1824
 AB1824                          STATION RECOVERY (1997)
 AB1824
 AB1824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1824'STATION IS LOCATED IN MCCORMICK.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1824'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1824'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AB1824'378, 221 (GOLD STREET) AND STATE HIGHWAY 28 (MINE STREET) IN
 AB1824'MCCORMICK, GO NORTHWEST ON HIGHWAY 28 FOR 0.45 MILE (0.72 KM) TO THE
 AB1824'JUNCTION OF STATE ROAD 97 (MIMS DRIVE) LEFT AND THE STATION JUST AHEAD
 AB1824'NEAR A POWER POLE ON THE RIGHT.  STATION IS A CONCRETE POST FLUSH WITH
 AB1824'THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 72.8 FEET (22.2 M)
 AB1824'WEST NORTHWEST OF THE NORTHWEST PILLAR SUPPORTING THE ROOF OF A BRICK
 AB1824'GAS STATION, 25.4 FEET (7.7 M) NORTH NORTHEAST OF THE CENTER OF THE
 AB1824'HIGHWAY, 96.3 FEET (29.4 M) NORTHWEST OF THE EXTENDED CENTER OF MIMS
 AB1824'DRIVE, 123.9 FEET (37.8 M) EAST NORTHEAST OF THE EAST NORTHEAST CORNER
 AB1824'OF A BRICK HOME, 3.8 FEET (1.2 M) NORTH OF THE POWER POLE WITH THREE
 AB1824'GUY WIRES, 89.3 FEET (27.2 M) EAST SOUTHEAST OF A FIRE HYDRANT, 4.4
 AB1824'FEET (1.3 M) NORTH OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
 AB1824
 AB1824                          STATION RECOVERY (2003)
 AB1824
 AB1824'RECOVERY NOTE BY US POWER SQUADRON 2003 (DN)
 AB1824'RECOVERED IN GOOD CONDITION.
 AB1824
 AB1824                          STATION RECOVERY (2004)
 AB1824
 AB1824'RECOVERY NOTE BY US POWER SQUADRON 2004 (EZ)
 AB1824'RECOVERED IN GOOD CONDITION.
 AB1824
 AB1824                          STATION RECOVERY (2006)
 AB1824
 AB1824'RECOVERY NOTE BY US POWER SQUADRON 2006 (JG)
 AB1824'RECOVERY WITNESSED BY PENCIL TRACING OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1825 ***********************************************************************
 AB1825  DESIGNATION -  33 013
 AB1825  PID         -  AB1825
 AB1825  STATE/COUNTY-  SC/MCCORMICK
 AB1825  USGS QUAD   -  MC CORMICK (1986)
 AB1825
 AB1825                         *CURRENT SURVEY CONTROL
 AB1825  ___________________________________________________________________
 AB1825* NAD 83(1986)-  33 56 15.     (N)    082 19 00.     (W)     SCALED    
 AB1825* NAVD 88     -       162.331  (meters)     532.58   (feet)  ADJUSTED  
 AB1825  ___________________________________________________________________
 AB1825  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AB1825  DYNAMIC HT  -         162.165 (meters)     532.04  (feet)  COMP
 AB1825  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 AB1825
 AB1825  VERT ORDER  -  FIRST     CLASS II
 AB1825
 AB1825.The horizontal coordinates were scaled from a topographic map and have
 AB1825.an estimated accuracy of +/- 6 seconds.
 AB1825
 AB1825.The orthometric height was determined by differential leveling
 AB1825.and adjusted by the National Geodetic Survey in September 1998..
 AB1825
 AB1825.The geoid height was determined by GEOID03.
 AB1825
 AB1825.The dynamic height is computed by dividing the NAVD 88
 AB1825.geopotential number by the normal gravity value computed on the
 AB1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1825.degrees latitude (g = 980.6199 gals.).
 AB1825
 AB1825.The modeled gravity was interpolated from observed gravity values.
 AB1825
 AB1825;                    North         East    Units  Estimated Accuracy
 AB1825;SPC SC       -   234,120.      487,900.      MT  (+/- 180 meters Scaled)
 AB1825
 AB1825                          SUPERSEDED SURVEY CONTROL
 AB1825
 AB1825.No superseded survey control is available for this station.
 AB1825
 AB1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT783560(NAD 83)
 AB1825_MARKER: DD = SURVEY DISK
 AB1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1825_STAMPING: 33 013 1994
 AB1825_MARK LOGO: SCGS  
 AB1825_PROJECTION: FLUSH
 AB1825_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1825+STABILITY: SURFACE MOTION
 AB1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1825+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 AB1825
 AB1825  HISTORY     - Date     Condition        Report By
 AB1825  HISTORY     - 1994     MONUMENTED       SCGS
 AB1825  HISTORY     - 19970708 GOOD             SCGS
 AB1825  HISTORY     - 20030202 GOOD             USPSQD
 AB1825  HISTORY     - 20040121 GOOD             USPSQD
 AB1825  HISTORY     - 20050312 GOOD             USPSQD
 AB1825
 AB1825                          STATION DESCRIPTION
 AB1825
 AB1825'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1825'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTHWEST OF MCCORMICK.
 AB1825'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1825'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1825'FORK JUNCTION OF STATE HIGHWAYS 10 AND 28, 1.7 MILES (2.7 KM) WEST
 AB1825'NORTHWEST OF MCCORMICK, GO NORTH NORTHWEST ON HIGHWAY 10 FOR 0.85 MILE
 AB1825'(1.37 KM) TO THE JUNCTION OF STATE ROAD 64, JUST PAST A SET OF
 AB1825'RAILROAD TRACKS, TURN LEFT ON ROAD 64 FOR 0.05 MILE (0.08 KM) TO THE
 AB1825'STATION ON THE LEFT NEAR A POWER POLE IN THE BACK YARD OF A WOOD-SIDED
 AB1825'HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 AB1825'(0.3 M) ABOVE THE ROAD, 4.8 FEET (1.5 M) SOUTH OF THE POWER POLE
 AB1825'NUMBER 63761 WITH A TRANSFORMER AND TWO GUY WIRES, 13.5 FEET (4.1 M)
 AB1825'WEST NORTHWEST OF THE CENTER OF ROAD 64, 59.7 FEET (18.2 M) EAST
 AB1825'NORTHEAST OF THE EAST NORTHEAST CORNER OF THE HOUSE. DESCRIBED BY R.W.
 AB1825'ROBERTS.
 AB1825
 AB1825                          STATION RECOVERY (1997)
 AB1825
 AB1825'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1825'RECOVERED AS DESCRIBED.
 AB1825
 AB1825                          STATION RECOVERY (2003)
 AB1825
 AB1825'RECOVERY NOTE BY US POWER SQUADRON 2003 (DN)
 AB1825'RECOVERED IN GOOD CONDITION.
 AB1825
 AB1825                          STATION RECOVERY (2004)
 AB1825
 AB1825'RECOVERY NOTE BY US POWER SQUADRON 2004 (FRC)
 AB1825'RECOVERED IN GOOD CONDITION.
 AB1825
 AB1825                          STATION RECOVERY (2005)
 AB1825
 AB1825'RECOVERY NOTE BY US POWER SQUADRON 2005 (EHZ)
 AB1825'GPS READING 33 56.261 N, 082 19.024 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1826 ***********************************************************************
 AB1826  DESIGNATION -  33 014
 AB1826  PID         -  AB1826
 AB1826  STATE/COUNTY-  SC/MCCORMICK
 AB1826  USGS QUAD   -  MC CORMICK (1986)
 AB1826
 AB1826                         *CURRENT SURVEY CONTROL
 AB1826  ___________________________________________________________________
 AB1826* NAD 83(1986)-  33 56 59.     (N)    082 18 37.     (W)     SCALED    
 AB1826* NAVD 88     -       171.482  (meters)     562.60   (feet)  ADJUSTED  
 AB1826  ___________________________________________________________________
 AB1826  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AB1826  DYNAMIC HT  -         171.307 (meters)     562.03  (feet)  COMP
 AB1826  MODELED GRAV-     979,613.8   (mgal)                       NAVD 88
 AB1826
 AB1826  VERT ORDER  -  FIRST     CLASS II
 AB1826
 AB1826.The horizontal coordinates were scaled from a topographic map and have
 AB1826.an estimated accuracy of +/- 6 seconds.
 AB1826
 AB1826.The orthometric height was determined by differential leveling
 AB1826.and adjusted by the National Geodetic Survey in September 1998..
 AB1826
 AB1826.The geoid height was determined by GEOID03.
 AB1826
 AB1826.The dynamic height is computed by dividing the NAVD 88
 AB1826.geopotential number by the normal gravity value computed on the
 AB1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1826.degrees latitude (g = 980.6199 gals.).
 AB1826
 AB1826.The modeled gravity was interpolated from observed gravity values.
 AB1826
 AB1826;                    North         East    Units  Estimated Accuracy
 AB1826;SPC SC       -   235,470.      488,510.      MT  (+/- 180 meters Scaled)
 AB1826
 AB1826                          SUPERSEDED SURVEY CONTROL
 AB1826
 AB1826.No superseded survey control is available for this station.
 AB1826
 AB1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT789573(NAD 83)
 AB1826_MARKER: DD = SURVEY DISK
 AB1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1826_STAMPING: 33 014 1994
 AB1826_MARK LOGO: SCGS  
 AB1826_PROJECTION: FLUSH
 AB1826_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1826+STABILITY: SURFACE MOTION
 AB1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1826+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 AB1826
 AB1826  HISTORY     - Date     Condition        Report By
 AB1826  HISTORY     - 1994     MONUMENTED       SCGS
 AB1826  HISTORY     - 19970708 GOOD             SCGS
 AB1826  HISTORY     - 20010210 GOOD             USPSQD
 AB1826  HISTORY     - 20010331 GOOD             NGS
 AB1826  HISTORY     - 20040121 GOOD             USPSQD
 AB1826  HISTORY     - 20050312 GOOD             USPSQD
 AB1826
 AB1826                          STATION DESCRIPTION
 AB1826
 AB1826'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1826'STATION IS LOCATED 2.7 MILES (4.3 KM) NORTHWEST OF MCCORMICK.
 AB1826'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1826'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1826'FORK JUNCTION OF STATE HIGHWAYS 10 AND 28, 1.7 MILES (2.7 KM) WEST
 AB1826'NORTHWEST OF MCCORMICK, GO NORTH NORTHWEST ON HIGHWAY 10 FOR 1.85
 AB1826'MILES (2.98 KM) TO THE JUNCTION OF STATE ROAD 64, CONTINUE ON HIGHWAY
 AB1826'10 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 AB1826'POLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 AB1826'(0.3 M) ABOVE THE HIGHWAY, 5.3 FEET (1.6 M) SOUTH OF THE POWER POLE
 AB1826'NUMBER 93160 WITH A GUY WIRE, 32.8 FEET (10.0 M) EAST SOUTHEAST OF THE
 AB1826'CENTER OF THE HIGHWAY, 146.7 FEET (44.7 M) EAST NORTHEAST OF THE
 AB1826'NORTHEAST CORNER OF A WOOD-SIDED HOUSE ACROSS THE HIGHWAY, 220.6 FEET
 AB1826'(67.2 M) NORTH NORTHEAST OF THE CENTER OF ROAD 64, 5.3 FEET (1.6 M)
 AB1826'SOUTH OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1826
 AB1826                          STATION RECOVERY (1997)
 AB1826
 AB1826'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AB1826'RECOVERED AS DESCRIBED.
 AB1826
 AB1826                          STATION RECOVERY (2001)
 AB1826
 AB1826'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1826'RECOVERED IN GOOD CONDITION.
 AB1826
 AB1826                          STATION RECOVERY (2001)
 AB1826
 AB1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB1826'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AB1826
 AB1826                          STATION RECOVERY (2004)
 AB1826
 AB1826'RECOVERY NOTE BY US POWER SQUADRON 2004 (FRC)
 AB1826'RECOVERED IN GOOD CONDITION.
 AB1826
 AB1826                          STATION RECOVERY (2005)
 AB1826
 AB1826'RECOVERY NOTE BY US POWER SQUADRON 2005 (EHZ)
 AB1826'GPS READING 33 56.996 N,082 18.680 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2906 ***********************************************************************
 CK2906  DESIGNATION -  33 WLC
 CK2906  PID         -  CK2906
 CK2906  STATE/COUNTY-  SC/COLLETON
 CK2906  USGS QUAD   -  NEYLES (1988)
 CK2906
 CK2906                         *CURRENT SURVEY CONTROL
 CK2906  ___________________________________________________________________
 CK2906* NAD 83(1986)-  32 49 15.     (N)    080 33 03.     (W)     SCALED    
 CK2906* NAVD 88     -         4.084  (meters)      13.40   (feet)  ADJUSTED  
 CK2906  ___________________________________________________________________
 CK2906  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2906  DYNAMIC HT  -           4.079 (meters)      13.38  (feet)  COMP
 CK2906  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 CK2906
 CK2906  VERT ORDER  -  FIRST     CLASS II
 CK2906
 CK2906.The horizontal coordinates were scaled from a topographic map and have
 CK2906.an estimated accuracy of +/- 6 seconds.
 CK2906
 CK2906.The orthometric height was determined by differential leveling
 CK2906.and adjusted by the National Geodetic Survey in June 1991..
 CK2906
 CK2906.The geoid height was determined by GEOID03.
 CK2906
 CK2906.The dynamic height is computed by dividing the NAVD 88
 CK2906.geopotential number by the normal gravity value computed on the
 CK2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2906.degrees latitude (g = 980.6199 gals.).
 CK2906
 CK2906.The modeled gravity was interpolated from observed gravity values.
 CK2906
 CK2906;                    North         East    Units  Estimated Accuracy
 CK2906;SPC SC       -   109,610.      651,660.      MT  (+/- 180 meters Scaled)
 CK2906
 CK2906                          SUPERSEDED SURVEY CONTROL
 CK2906
 CK2906  NGVD 29 (03/21/89)    4.372  (m)           14.34   (f) ADJUSTED    1 2
 CK2906
 CK2906.Superseded values are not recommended for survey control.
 CK2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2906.See file dsdata.txt to determine how the superseded data were derived.
 CK2906
 CK2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS420315(NAD 83)
 CK2906_MARKER: DD = SURVEY DISK
 CK2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2906_SP_SET: CONCRETE POST
 CK2906_STAMPING: 33 WLC 1982
 CK2906_MARK LOGO: USGS  
 CK2906_PROJECTION: PROJECTING 8 CENTIMETERS
 CK2906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2906+STABILITY: SURFACE MOTION
 CK2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2906+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 CK2906
 CK2906  HISTORY     - Date     Condition        Report By
 CK2906  HISTORY     - 1982     MONUMENTED       USGS
 CK2906  HISTORY     - 1984     GOOD             SCGS
 CK2906  HISTORY     - 20050824 GOOD             SCGS
 CK2906
 CK2906                          STATION DESCRIPTION
 CK2906
 CK2906'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2906'14.7 KM (9.15 MI) SE FROM WALTERBORO.
 CK2906'0.2 KILOMETER (0.1 MILE) NORTH ALONG LUCAS STREET FROM THE WALTERBORO
 CK2906'POST OFFICE, THENCE 1.05 KILOMETERS (0.65 MILE) EAST ALONG U.S.
 CK2906'HIGHWAY 17 ALTERNATE (WICHMAN STREET), THENCE 14.5 KILOMETERS (9.0
 CK2906'MILES) SOUTHEAST ALONG STATE HIGHWAY 64, SET NEAR A POWER POLE NEAR
 CK2906'THE ENTRANCE TO AN ELECTRICAL SUBSTATION, 21.6 METERS (71.0 FEET)
 CK2906'SOUTHEAST OF THE NORTH CORNER OF A CHAIN LINK FENCE THAT SURROUNDS THE
 CK2906'SUBSTATION, 11.9 METERS (39.4 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CK2906'HIGHWAY, 7.3 METERS (24.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE
 CK2906'CENTER OF THE ENTRANCE ROAD TO THE SUBSTATION, 0.5 METER (1.8 FEET)
 CK2906'WEST-NORTHWEST OF THE POWER POLE.
 CK2906'THE MARK IS 0.30 M ABOVE HIGHWAY.
 CK2906
 CK2906                          STATION RECOVERY (2005)
 CK2906
 CK2906'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2906'STATION IS LOCATED 6.8 MI (10.94 KM) WEST NORTHWEST OF JACKSONBORO,
 CK2906'8.8 MI (14.16 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK2906'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2906'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2906'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 64 IN JACKSONBORO, GO NORTH
 CK2906'ON HIGHWAY 64 FOR 6.25 MI (10.06 KM) TO THE STATION ON THE LEFT NEAR A
 CK2906'POWER POLE IN THE WEST ANGLE OF A GRAVEL ENTRANCE DRIVE LEFT AT A
 CK2906'LOCKED CHAIN LINK FENCE AROUND AN ELECTRICAL SUBSTATION, 0.55 MI (0.89
 CK2906'KM) SOUTHEAST OF THE JUNCTION OF STATE ROAD 199 (MAYBANK LANE LEFT AND
 CK2906'FEATHERBED ROAD RIGHT). STATION IS A CONCRETE POST PROJECTING 0.3 FT
 CK2906'(0.1 M) AND LEVEL WITH THE HIGHWAY, 39.2 FT (11.9 M) SOUTH SOUTHWEST
 CK2906'OF THE CENTER OF THE HIGHWAY, 1.9 FT (0.6 M) WEST NORTHWEST OF THE
 CK2906'POWER POLE NUMBER 40, 25.2 FT (19.9 M) WEST NORTHWEST OF THE CENTER OF
 CK2906'THE DRIVE, 13.0 FT (4.0 M) WEST SOUTHWEST OF THE NORTHWEST END OF A
 CK2906'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ENTRANCE DRIVE, 3.9 FT (1.2
 CK2906'M) WEST NORTHWEST OF THE CHAIN LINK FENCE CORNER POST ON THE NORTHWEST
 CK2906'SIDE OF THE DRIVE, 1.9 FT (0.6 M) WEST NORTHWEST OF A WITNESS POST.
 CK2906'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9486 ***********************************************************************
 DH9486  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9486  DESIGNATION -  3347
 DH9486  PID         -  DH9486
 DH9486  STATE/COUNTY-  SC/COLLETON
 DH9486  USGS QUAD   -  BRANCHVILLE SOUTH (1982)
 DH9486
 DH9486                         *CURRENT SURVEY CONTROL
 DH9486  ___________________________________________________________________
 DH9486* NAD 83(2001)-  33 08 46.40545(N)    080 45 21.57795(W)     ADJUSTED  
 DH9486* NAVD 88     -        32.72   (meters)     107.3    (feet)  GPS OBS   
 DH9486  ___________________________________________________________________
 DH9486  X           -     858,717.674 (meters)                     COMP
 DH9486  Y           -  -5,276,203.240 (meters)                     COMP
 DH9486  Z           -   3,467,548.734 (meters)                     COMP
 DH9486  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 DH9486  ELLIP HEIGHT-           1.12  (meters)          (05/04/06) GPS OBS
 DH9486  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DH9486
 DH9486  HORZ ORDER  -  FIRST
 DH9486  ELLP ORDER  -  FOURTH    CLASS II
 DH9486
 DH9486.The horizontal coordinates were established by GPS observations
 DH9486.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9486
 DH9486.The orthometric height was determined by GPS observations and a
 DH9486.high-resolution geoid model using precise GPS observation and
 DH9486.processing techniques.
 DH9486
 DH9486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9486
 DH9486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9486
 DH9486.The ellipsoidal height was determined by GPS observations
 DH9486.and is referenced to NAD 83.
 DH9486
 DH9486.The geoid height was determined by GEOID03.
 DH9486
 DH9486;                    North         East     Units Scale Factor Converg.
 DH9486;SPC SC       -   145,624.081   632,361.692   MT  0.99983505   +0 08 07.0
 DH9486;SPC SC       -   477,769.29  2,074,677.47   iFT  0.99983505   +0 08 07.0
 DH9486;UTM  17      - 3,667,524.006   522,756.390   MT  0.99960638   +0 08 00.3
 DH9486
 DH9486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9486!SPC SC       -   0.99999982  x   0.99983505  =   0.99983487
 DH9486!UTM  17      -   0.99999982  x   0.99960638  =   0.99960620
 DH9486
 DH9486                          SUPERSEDED SURVEY CONTROL
 DH9486
 DH9486.No superseded survey control is available for this station.
 DH9486
 DH9486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS2275667524(NAD 83)
 DH9486_MARKER: DD = SURVEY DISK
 DH9486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9486_STAMPING: 3347 2005
 DH9486_MARK LOGO: SCGS  
 DH9486_PROJECTION: FLUSH
 DH9486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9486+STABILITY: SURFACE MOTION
 DH9486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9486+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 DH9486
 DH9486  HISTORY     - Date     Condition        Report By
 DH9486  HISTORY     - 20051010 MONUMENTED       SCGS
 DH9486
 DH9486                          STATION DESCRIPTION
 DH9486
 DH9486'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005
 DH9486'STATION IS LOCATED 5.1 MI (8.21 KM) NORTHEAST OF SMOAKS, 17.4 MI (28.0
 DH9486'KM) NORTH NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 DH9486'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DH9486'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 (AUGUSTA
 DH9486'HIGHWAY) AND 217 (SUNRISE ROAD), 8.9 MI (14.32 KM) SOUTHWEST OF SAINT
 DH9486'GEORGE, GO NORTHWEST ON HIGHWAY 61 FOR 3.8 MI (6.12 KM) TO THE STATION
 DH9486'ON THE RIGHT NEAR A TELEPHONE JUNCTION BOX IN THE EAST ANGLE OF AN
 DH9486'UN-NAMED SAND ROAD RIGHT IN FRONT OF A SMALL BRICK HOUSE NUMBER 3347.
 DH9486'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DH9486'HIGHWAY, 85.3 FT (26.0 M) NORTHWEST OF THE WEST CORNER OF A BRICK PUMP
 DH9486'HOUSE, 31.0 FT (9.4 M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 75.0 FT
 DH9486'(22.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE SAND ROAD, 7.6 FT (2.3
 DH9486'M) SOUTHEAST OF A TELEPHONE JUNCTION BOX 0/13L/30L/2A, 98.6 FT (30.1
 DH9486'M) WEST SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 42.7 FT (13.0 M)
 DH9486'NORTHWEST OF THE NORTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 DH9486'BENEATH A DRIVEWAY LEADING TO THE HOUSE. DESCRIBED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0012 ***********************************************************************
 DF0012  DESIGNATION -  335.6
 DF0012  PID         -  DF0012
 DF0012  STATE/COUNTY-  SC/MCCORMICK
 DF0012  USGS QUAD   -  WILLINGTON (1964)
 DF0012
 DF0012                         *CURRENT SURVEY CONTROL
 DF0012  ___________________________________________________________________
 DF0012* NAD 83(1986)-  33 55 07.     (N)    082 23 03.     (W)     SCALED    
 DF0012* NAVD 88     -       101.956  (meters)     334.50   (feet)  ADJUSTED  
 DF0012  ___________________________________________________________________
 DF0012  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DF0012  DYNAMIC HT  -         101.852 (meters)     334.16  (feet)  COMP
 DF0012  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 DF0012
 DF0012  VERT ORDER  -  FIRST     CLASS II
 DF0012
 DF0012.The horizontal coordinates were scaled from a topographic map and have
 DF0012.an estimated accuracy of +/- 6 seconds.
 DF0012
 DF0012.The orthometric height was determined by differential leveling
 DF0012.and adjusted by the National Geodetic Survey in June 1991..
 DF0012
 DF0012.The geoid height was determined by GEOID03.
 DF0012
 DF0012.The dynamic height is computed by dividing the NAVD 88
 DF0012.geopotential number by the normal gravity value computed on the
 DF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0012.degrees latitude (g = 980.6199 gals.).
 DF0012
 DF0012.The modeled gravity was interpolated from observed gravity values.
 DF0012
 DF0012;                    North         East    Units  Estimated Accuracy
 DF0012;SPC SC       -   232,110.      481,630.      MT  (+/- 180 meters Scaled)
 DF0012
 DF0012                          SUPERSEDED SURVEY CONTROL
 DF0012
 DF0012  NGVD 29 (??/??/92)  102.137  (m)          335.09   (f) ADJ UNCH    1 2
 DF0012
 DF0012.Superseded values are not recommended for survey control.
 DF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0012.See file dsdata.txt to determine how the superseded data were derived.
 DF0012
 DF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT720539(NAD 83)
 DF0012_MARKER: Q = CHISELED SQUARE
 DF0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0012_SP_SET: BRIDGE
 DF0012_PROJECTION: FLUSH
 DF0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0012
 DF0012  HISTORY     - Date     Condition        Report By
 DF0012  HISTORY     - UNK      MONUMENTED       USGS
 DF0012  HISTORY     - 1933     GOOD             NGS
 DF0012  HISTORY     - 19970630 MARK NOT FOUND   SCGS
 DF0012
 DF0012                          STATION DESCRIPTION
 DF0012
 DF0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0012'1.3 MI NW FROM PETIGRU.
 DF0012'1.3 MILES NORTHWEST ALONG THE CHARLESTON AND WESTERN CAROLINA
 DF0012'RAILWAY FORM PETIGRU, MCCORMICK COUNTY, 0.2 MILE SOUTHEAST OF
 DF0012'MILEPOST 49, ON THE SOUTHEAST ABUTMENT OF A BRIDGE OVER LITTLE
 DF0012'RIVER, ON THE TOP OF THE GRANITE CAPSTONE, AND 1 FOOT FROM THE
 DF0012'SOUTHWEST END.  A CHISELED SQUARE.
 DF0012
 DF0012                          STATION RECOVERY (1997)
 DF0012
 DF0012'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0012'NOT RECOVERED, BRIDGE DESTROYED, MEASUREMENTS GONE.  RECOVERY BY C.J.
 DF0012'STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1058 ***********************************************************************
 DE1058  DESIGNATION -  336
 DE1058  PID         -  DE1058
 DE1058  STATE/COUNTY-  SC/AIKEN
 DE1058  USGS QUAD   -  TRENTON (1982)
 DE1058
 DE1058                         *CURRENT SURVEY CONTROL
 DE1058  ___________________________________________________________________
 DE1058* NAD 83(1986)-  33 38 56.     (N)    081 48 35.     (W)     SCALED    
 DE1058* NAVD 88     -       102.079  (meters)     334.90   (feet)  ADJUSTED  
 DE1058  ___________________________________________________________________
 DE1058  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DE1058  DYNAMIC HT  -         101.970 (meters)     334.55  (feet)  COMP
 DE1058  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 DE1058
 DE1058  VERT ORDER  -  FIRST     CLASS II
 DE1058
 DE1058.The horizontal coordinates were scaled from a topographic map and have
 DE1058.an estimated accuracy of +/- 6 seconds.
 DE1058
 DE1058.The orthometric height was determined by differential leveling
 DE1058.and adjusted by the National Geodetic Survey in June 1991..
 DE1058
 DE1058.The geoid height was determined by GEOID03.
 DE1058
 DE1058.The dynamic height is computed by dividing the NAVD 88
 DE1058.geopotential number by the normal gravity value computed on the
 DE1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1058.degrees latitude (g = 980.6199 gals.).
 DE1058
 DE1058.The modeled gravity was interpolated from observed gravity values.
 DE1058
 DE1058;                    North         East    Units  Estimated Accuracy
 DE1058;SPC SC       -   201,630.      534,500.      MT  (+/- 180 meters Scaled)
 DE1058
 DE1058                          SUPERSEDED SURVEY CONTROL
 DE1058
 DE1058  NGVD 29 (??/??/92)  102.308  (m)          335.66   (f) ADJ UNCH    1 2
 DE1058
 DE1058.Superseded values are not recommended for survey control.
 DE1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1058.See file dsdata.txt to determine how the superseded data were derived.
 DE1058
 DE1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT249235(NAD 83)
 DE1058_MARKER: P = PIPE CAP
 DE1058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1058_STAMPING: 336 1918
 DE1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1058
 DE1058  HISTORY     - Date     Condition        Report By
 DE1058  HISTORY     - 1918     MONUMENTED       USGS
 DE1058  HISTORY     - 1960     GOOD             NGS
 DE1058
 DE1058                          STATION DESCRIPTION
 DE1058
 DE1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE1058'2.6 MI NW FROM VAUCLUSE.
 DE1058'ABOUT 2.6 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DE1058'CROSSING OF STATE HIGHWAY 191 AT VAUCLUSE, ABOUT 8 1/4 RAILS
 DE1058'SOUTH OF A 10-FOOT ARCHED ROCK CULVERT OVER LITTLE HORSE CREEK,
 DE1058'AT MILEPOST 172, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 DE1058'EXTENDING SOUTH AND NORTHEAST, 7 1/2 FEET WEST OF THE WEST RAIL,
 DE1058'5 1/2 FEET SOUTH-SOUTHEAST OF THE MILEPOST, ABOUT 1 FOOT BELOW THE
 DE1058'LEVEL OF THE TRACK, AND IS A STANDARD PIPE AND CAP PROJECTING
 DE1058'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0047 ***********************************************************************
 DF0047  DESIGNATION -  339
 DF0047  PID         -  DF0047
 DF0047  STATE/COUNTY-  SC/MCCORMICK
 DF0047  USGS QUAD   -  CLARKS HILL (1986)
 DF0047
 DF0047                         *CURRENT SURVEY CONTROL
 DF0047  ___________________________________________________________________
 DF0047* NAD 83(1986)-  33 38 47.     (N)    082 09 51.     (W)     SCALED    
 DF0047* NAVD 88     -       103.244  (meters)     338.73   (feet)  ADJUSTED  
 DF0047  ___________________________________________________________________
 DF0047  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DF0047  DYNAMIC HT  -         103.135 (meters)     338.37  (feet)  COMP
 DF0047  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 DF0047
 DF0047  VERT ORDER  -  FIRST     CLASS II
 DF0047
 DF0047.The horizontal coordinates were scaled from a topographic map and have
 DF0047.an estimated accuracy of +/- 6 seconds.
 DF0047
 DF0047.The orthometric height was determined by differential leveling
 DF0047.and adjusted by the National Geodetic Survey in June 1991..
 DF0047
 DF0047.The geoid height was determined by GEOID03.
 DF0047
 DF0047.The dynamic height is computed by dividing the NAVD 88
 DF0047.geopotential number by the normal gravity value computed on the
 DF0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0047.degrees latitude (g = 980.6199 gals.).
 DF0047
 DF0047.The modeled gravity was interpolated from observed gravity values.
 DF0047
 DF0047;                    North         East    Units  Estimated Accuracy
 DF0047;SPC SC       -   201,670.      501,630.      MT  (+/- 180 meters Scaled)
 DF0047
 DF0047                          SUPERSEDED SURVEY CONTROL
 DF0047
 DF0047  NGVD 29 (??/??/92)  103.461  (m)          339.44   (f) ADJ UNCH    1 2
 DF0047
 DF0047.Superseded values are not recommended for survey control.
 DF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0047.See file dsdata.txt to determine how the superseded data were derived.
 DF0047
 DF0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT920235(NAD 83)
 DF0047_MARKER: P = PIPE CAP
 DF0047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0047_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0047_STAMPING: 339.422 B 1918
 DF0047_PROJECTION: FLUSH
 DF0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0047
 DF0047  HISTORY     - Date     Condition        Report By
 DF0047  HISTORY     - 1918     MONUMENTED       USGS
 DF0047  HISTORY     - 1933     GOOD             NGS
 DF0047  HISTORY     - 1934     POOR             NGS
 DF0047  HISTORY     - 1980     POOR             NGS
 DF0047  HISTORY     - 19970715 MARK NOT FOUND   SCGS
 DF0047
 DF0047                          STATION DESCRIPTION
 DF0047
 DF0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0047'AT MERIWETHER.
 DF0047'AT MERIWETHER, MCCORMICK COUNTY, 48 FEET SOUTH OF THE SOUTHWEST
 DF0047'CORNER OF THE CHARLESTON AND WESTERN CAROLINA RAILWAY STATION, AT
 DF0047'THE EDGE OF A RAILROAD CUT, AND 29 FEET WEST OF THE WEST RAIL.
 DF0047'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 339.442 B
 DF0047'1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DF0047
 DF0047                          STATION RECOVERY (1934)
 DF0047
 DF0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DF0047'MARK RECOVERED IN POOR CONDITION.
 DF0047
 DF0047                          STATION RECOVERY (1980)
 DF0047
 DF0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF0047'NOTE--THE MARK WAS FOUND TO BE EASILY MOVED AND OBTAINING AN
 DF0047'CONSTANT ELEVATION WOULD NOT BE POSSIBLE.
 DF0047
 DF0047                          STATION RECOVERY (1997)
 DF0047
 DF0047'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0047'NOT RECOVERED, MEASUREMENTS POOR, SEARCHED 15 MINUTES, BELIEVED TO BE
 DF0047'NEW TRACKS.  RECOVERY BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1803 ***********************************************************************
 EB1803  DESIGNATION -  34 022
 EB1803  PID         -  EB1803
 EB1803  STATE/COUNTY-  SC/MARION
 EB1803  USGS QUAD   -  NICHOLS (1980)
 EB1803
 EB1803                         *CURRENT SURVEY CONTROL
 EB1803  ___________________________________________________________________
 EB1803* NAD 83(1986)-  34 13 34.     (N)    079 08 07.     (W)     SCALED    
 EB1803* NAVD 88     -        15.139  (meters)      49.67   (feet)  ADJUSTED  
 EB1803  ___________________________________________________________________
 EB1803  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 EB1803  DYNAMIC HT  -          15.125 (meters)      49.62  (feet)  COMP
 EB1803  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 EB1803
 EB1803  VERT ORDER  -  FIRST     CLASS II
 EB1803
 EB1803.The horizontal coordinates were scaled from a topographic map and have
 EB1803.an estimated accuracy of +/- 6 seconds.
 EB1803
 EB1803.The orthometric height was determined by differential leveling
 EB1803.and adjusted by the National Geodetic Survey in June 1991..
 EB1803
 EB1803.The geoid height was determined by GEOID03.
 EB1803
 EB1803.The dynamic height is computed by dividing the NAVD 88
 EB1803.geopotential number by the normal gravity value computed on the
 EB1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1803.degrees latitude (g = 980.6199 gals.).
 EB1803
 EB1803.The modeled gravity was interpolated from observed gravity values.
 EB1803
 EB1803;                    North         East    Units  Estimated Accuracy
 EB1803;SPC SC       -   266,900.      781,380.      MT  (+/- 180 meters Scaled)
 EB1803
 EB1803                          SUPERSEDED SURVEY CONTROL
 EB1803
 EB1803  NGVD 29 (03/21/89)   15.447  (m)           50.68   (f) ADJUSTED    1 2
 EB1803
 EB1803.Superseded values are not recommended for survey control.
 EB1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1803.See file dsdata.txt to determine how the superseded data were derived.
 EB1803
 EB1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT717888(NAD 83)
 EB1803_MARKER: DD = SURVEY DISK
 EB1803_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EB1803_SP_SET: VERTICAL IN PIER OF BRIDGE
 EB1803_STAMPING: VERT 34 022 1986
 EB1803_MARK LOGO: SCGS  
 EB1803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1803
 EB1803  HISTORY     - Date     Condition        Report By
 EB1803  HISTORY     - 1986     MONUMENTED       SCGS
 EB1803
 EB1803                          STATION DESCRIPTION
 EB1803
 EB1803'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1803'1.4 KM (0.85 MI) ESE FROM NICHOLS.
 EB1803'1.35 KM (0.85 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE
 EB1803'HIGHWAY 9 (SOUTH NICHOLS STREET) FROM THE JUNCTION OF STATE HIGHWAY 9
 EB1803'(NORTH MAIN STREET) IN NICHOLS, SET VERTICALLY IN THE EAST FACE OF THE
 EB1803'SOUTHWEST PIER BENEATH THE SOUTHWEST END OF THE BRIDGE OVER THE LUMBER
 EB1803'RIVER.
 EB1803'THE MARK IS 1.26 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1804 ***********************************************************************
 EB1804  DESIGNATION -  34 023
 EB1804  PID         -  EB1804
 EB1804  STATE/COUNTY-  SC/MARION
 EB1804  USGS QUAD   -  NICHOLS (1980)
 EB1804
 EB1804                         *CURRENT SURVEY CONTROL
 EB1804  ___________________________________________________________________
 EB1804* NAD 83(1986)-  34 13 38.     (N)    079 09 06.     (W)     SCALED    
 EB1804* NAVD 88     -        16.525  (meters)      54.22   (feet)  ADJUSTED  
 EB1804  ___________________________________________________________________
 EB1804  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 EB1804  DYNAMIC HT  -          16.508 (meters)      54.16  (feet)  COMP
 EB1804  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 EB1804
 EB1804  VERT ORDER  -  FIRST     CLASS II
 EB1804
 EB1804.The horizontal coordinates were scaled from a topographic map and have
 EB1804.an estimated accuracy of +/- 6 seconds.
 EB1804
 EB1804.The orthometric height was determined by differential leveling
 EB1804.and adjusted by the National Geodetic Survey in June 1991..
 EB1804
 EB1804.The geoid height was determined by GEOID03.
 EB1804
 EB1804.The dynamic height is computed by dividing the NAVD 88
 EB1804.geopotential number by the normal gravity value computed on the
 EB1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1804.degrees latitude (g = 980.6199 gals.).
 EB1804
 EB1804.The modeled gravity was interpolated from observed gravity values.
 EB1804
 EB1804;                    North         East    Units  Estimated Accuracy
 EB1804;SPC SC       -   267,000.      779,870.      MT  (+/- 180 meters Scaled)
 EB1804
 EB1804                          SUPERSEDED SURVEY CONTROL
 EB1804
 EB1804  NGVD 29 (03/21/89)   16.832  (m)           55.22   (f) ADJUSTED    1 2
 EB1804
 EB1804.Superseded values are not recommended for survey control.
 EB1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1804.See file dsdata.txt to determine how the superseded data were derived.
 EB1804
 EB1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT702888(NAD 83)
 EB1804_MARKER: DD = SURVEY DISK
 EB1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1804_SP_SET: CONCRETE POST
 EB1804_STAMPING: VERT 34 023 1986
 EB1804_MARK LOGO: SCGS  
 EB1804_PROJECTION: RECESSED 2 CENTIMETERS
 EB1804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1804+STABILITY: SURFACE MOTION
 EB1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1804+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 EB1804
 EB1804  HISTORY     - Date     Condition        Report By
 EB1804  HISTORY     - 1986     MONUMENTED       SCGS
 EB1804  HISTORY     - 19930520 GOOD             SCGS
 EB1804  HISTORY     - 20010829 GOOD             SCGS
 EB1804
 EB1804                          STATION DESCRIPTION
 EB1804
 EB1804'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1804'0.6 KM (0.4 MI) SW FROM NICHOLS.
 EB1804'0.6 KM (0.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 76 (MULLINS STREET) FROM
 EB1804'THE JUNCTION OF STATE HIGHWAY 9 (NORTH MAIN STREET) IN NICHOLS, SET
 EB1804'NEAR A FLAGPOLE IN FRONT OF THE MULLINS SCHOOL DISTRICT BUILDING,
 EB1804'2.52 METERS (8.3 FT) SOUTHEAST OF THE FLAGPOLE, 26.23 METERS (86.1 FT)
 EB1804'NORTH NORTHEAST OF THE WEST CORNER OF THE BUILDING, 26.5 METERS (86.9
 EB1804'FT) WEST SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, 6.6 METERS
 EB1804'(21.6 FT) SOUTHEAST OF THE CENTER OF A SAND DRIVE IN FRONT OF THE
 EB1804'BUILDING.
 EB1804
 EB1804                          STATION RECOVERY (1993)
 EB1804
 EB1804'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB1804'RECOVERED IN GOOD CONDITION.
 EB1804
 EB1804                          STATION RECOVERY (2001)
 EB1804
 EB1804'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1804'STATION IS LOCATED IN NICHOLS, 14.7 MILES (23.7 KM) EAST NORTHEAST OF
 EB1804'MARION.  OWNERSHIP--LUTHER RABOW, DIRECTOR OF FINANCE AND GROUND,
 EB1804'MARION SCHOOL DISTRICT 2, P.O.  BOX 689, MULLINS, SC 29574, PHONE
 EB1804'843-464-3700.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB1804'76 (MULLINS STREET) AND STATE HIGHWAY 9 (SOUTH MAIN STREET/SOUTH
 EB1804'NICHOLS STREET) IN NICHOLS, GO SOUTHWEST ON HIGHWAY 76 FOR 0.4 MILE
 EB1804'(0.6 KM) TO THE STATION ON THE LEFT NEAR A FLAG POLE AT THE CONVERTED
 EB1804'BRICK SCHOOL HOUSE OF MARION SCHOOL DISTRICT 2 ADMINISTRATION
 EB1804'BUILDING.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EB1804'WITH THE PARKING LOT, 8.3 FEET (2.5 M) SOUTHEAST OF THE FLAG POLE,
 EB1804'30.2 FEET (9.2 M) NORTHWEST OF THE FACE OF SCHOOL HOUSE, 48.9 FEET
 EB1804'(14.9 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE WALKWAY LEADING
 EB1804'TO THE MAIN ENTRANCE, 85.9 FEET (26.2 M) NORTH NORTHEAST OF THE
 EB1804'NORTHWEST CORNER OF THE BRICK SCHOOL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1805 ***********************************************************************
 EB1805  DESIGNATION -  34 024
 EB1805  PID         -  EB1805
 EB1805  STATE/COUNTY-  SC/MARION
 EB1805  USGS QUAD   -  NICHOLS (1980)
 EB1805
 EB1805                         *CURRENT SURVEY CONTROL
 EB1805  ___________________________________________________________________
 EB1805* NAD 83(1986)-  34 13 08.     (N)    079 09 41.     (W)     SCALED    
 EB1805* NAVD 88     -        15.330  (meters)      50.30   (feet)  ADJUSTED  
 EB1805  ___________________________________________________________________
 EB1805  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 EB1805  DYNAMIC HT  -          15.315 (meters)      50.25  (feet)  COMP
 EB1805  MODELED GRAV-     979,659.1   (mgal)                       NAVD 88
 EB1805
 EB1805  VERT ORDER  -  FIRST     CLASS II
 EB1805
 EB1805.The horizontal coordinates were scaled from a topographic map and have
 EB1805.an estimated accuracy of +/- 6 seconds.
 EB1805
 EB1805.The orthometric height was determined by differential leveling
 EB1805.and adjusted by the National Geodetic Survey in June 1991..
 EB1805
 EB1805.The geoid height was determined by GEOID03.
 EB1805
 EB1805.The dynamic height is computed by dividing the NAVD 88
 EB1805.geopotential number by the normal gravity value computed on the
 EB1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1805.degrees latitude (g = 980.6199 gals.).
 EB1805
 EB1805.The modeled gravity was interpolated from observed gravity values.
 EB1805
 EB1805;                    North         East    Units  Estimated Accuracy
 EB1805;SPC SC       -   266,060.      778,990.      MT  (+/- 180 meters Scaled)
 EB1805
 EB1805                          SUPERSEDED SURVEY CONTROL
 EB1805
 EB1805  NGVD 29 (03/21/89)   15.638  (m)           51.31   (f) ADJUSTED    1 2
 EB1805
 EB1805.Superseded values are not recommended for survey control.
 EB1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1805.See file dsdata.txt to determine how the superseded data were derived.
 EB1805
 EB1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT693879(NAD 83)
 EB1805_MARKER: DD = SURVEY DISK
 EB1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1805_SP_SET: CONCRETE POST
 EB1805_STAMPING: VERT 34 024 1986
 EB1805_MARK LOGO: SCGS  
 EB1805_PROJECTION: FLUSH
 EB1805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1805+STABILITY: SURFACE MOTION
 EB1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1805+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 EB1805
 EB1805  HISTORY     - Date     Condition        Report By
 EB1805  HISTORY     - 1986     MONUMENTED       SCGS
 EB1805  HISTORY     - 19930520 GOOD             SCGS
 EB1805  HISTORY     - 20010829 GOOD             SCGS
 EB1805  HISTORY     - 20010829 MARK NOT FOUND   SCGS
 EB1805  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 EB1805
 EB1805                          STATION DESCRIPTION
 EB1805
 EB1805'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1805'1.9 KM (1.2 MI) SW FROM NICHOLS.
 EB1805'1.9 KM (1.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 76 (MULLINS STREET) FROM
 EB1805'THE JUNCTION OF STATE HIGHWAY 9 (NORTH MAIN STREET) IN NICHOLS, SET IN
 EB1805'FRONT OF A WOODEN HOUSE, 0.1 KM (0.05 MI) NORTHEAST OF THE GOLDEN
 EB1805'GRAIN AND FEED MILL, 54.28 METERS (178.1 FT) NORTHWEST OF THE CENTER
 EB1805'OF THE HIGHWAY, 9.55 METERS (31.3 FT) SOUTHWEST OF THE CENTER OF THE
 EB1805'DRIVEWAY TO THE HOUSE, 18.73 METERS (61.4 FT) SOUTH SOUTHEAST OF THE
 EB1805'EAST CORNER OF THE HOUSE, 7.12 METERS (23.4 FT) SOUTH SOUTHEAST OF A
 EB1805'14-INCH PECAN TREE, 7.55 METERS (24.8 FT) EAST SOUTHEAST OF A 19-INCH
 EB1805'CHINABERRY TREE.
 EB1805
 EB1805                          STATION RECOVERY (1993)
 EB1805
 EB1805'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB1805'RECOVERED IN GOOD CONDITION.
 EB1805
 EB1805                          STATION RECOVERY (2001)
 EB1805
 EB1805'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1805'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTHWEST OF NICHOLS, 14.0 MILES
 EB1805'(22.5 KM) EAST OF MARION.  OWNERSHIP--MR.  HORTON, 9120 HIGHWAY 76
 EB1805'EAST, NICHOLS, SC 29581.  TO REACH THE STATION FROM THE JUNCTION OF
 EB1805'STATE HIGHWAY 9 (SOUTH MAIN STREET/SOUTH NICHOLS STREET) AND U.S.
 EB1805'HIGHWAY 76 (MULLINS STREET) IN NICHOLS, GO SOUTHWEST ON HIGHWAY 76 FOR
 EB1805'1.2 MILES (1.9 KM) TO THE STATION ON THE RIGHT BENEATH A PECAN TREE IN
 EB1805'THE FRONT YARD OF A WOOD-SIDED HOUSE.  STATION IS A CONCRETE POST
 EB1805'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 23.4 FEET (7.1
 EB1805'M) SOUTH SOUTHEAST OF THE 2-FOOT PECAN TREE, 24.6 FEET (7.5 M) EAST
 EB1805'SOUTHEAST OF A 2-FOOT CHINABERRY TREE, 55.8 FEET (17.0 M) SOUTHEAST OF
 EB1805'THE ENTRANCE DOOR OF THE HOUSE, 31.0 FEET (9.4 M) SOUTHWEST OF THE
 EB1805'CENTER OF THE SAND DRIVEWAY, 177.4 FEET (54.1 M) NORTHWEST OF THE
 EB1805'CENTER OF THE HIGHWAY.
 EB1805
 EB1805                          STATION RECOVERY (2001)
 EB1805
 EB1805'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1805'NOT RECOVERED, SEARCH WAS CONDUCTED WITH NO RESULTS, PRESUMED
 EB1805'DESTROYED.
 EB1805
 EB1805                          STATION RECOVERY (2004)
 EB1805
 EB1805'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1806 ***********************************************************************
 EB1806  DESIGNATION -  34 025
 EB1806  PID         -  EB1806
 EB1806  STATE/COUNTY-  SC/MARION
 EB1806  USGS QUAD   -  NICHOLS (1980)
 EB1806
 EB1806                         *CURRENT SURVEY CONTROL
 EB1806  ___________________________________________________________________
 EB1806* NAD 83(1986)-  34 12 33.     (N)    079 10 10.     (W)     SCALED    
 EB1806* NAVD 88     -        15.060  (meters)      49.41   (feet)  ADJUSTED  
 EB1806  ___________________________________________________________________
 EB1806  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 EB1806  DYNAMIC HT  -          15.046 (meters)      49.36  (feet)  COMP
 EB1806  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EB1806
 EB1806  VERT ORDER  -  FIRST     CLASS II
 EB1806
 EB1806.The horizontal coordinates were scaled from a topographic map and have
 EB1806.an estimated accuracy of +/- 6 seconds.
 EB1806
 EB1806.The orthometric height was determined by differential leveling
 EB1806.and adjusted by the National Geodetic Survey in June 1991..
 EB1806
 EB1806.The geoid height was determined by GEOID03.
 EB1806
 EB1806.The dynamic height is computed by dividing the NAVD 88
 EB1806.geopotential number by the normal gravity value computed on the
 EB1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1806.degrees latitude (g = 980.6199 gals.).
 EB1806
 EB1806.The modeled gravity was interpolated from observed gravity values.
 EB1806
 EB1806;                    North         East    Units  Estimated Accuracy
 EB1806;SPC SC       -   264,970.      778,260.      MT  (+/- 180 meters Scaled)
 EB1806
 EB1806                          SUPERSEDED SURVEY CONTROL
 EB1806
 EB1806  NGVD 29 (03/21/89)   15.368  (m)           50.42   (f) ADJUSTED    1 2
 EB1806
 EB1806.Superseded values are not recommended for survey control.
 EB1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1806.See file dsdata.txt to determine how the superseded data were derived.
 EB1806
 EB1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT686868(NAD 83)
 EB1806_MARKER: DD = SURVEY DISK
 EB1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1806_SP_SET: CONCRETE POST
 EB1806_STAMPING: VERT 34 025 1986
 EB1806_MARK LOGO: SCGS  
 EB1806_PROJECTION: RECESSED 2 CENTIMETERS
 EB1806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1806+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB1806
 EB1806  HISTORY     - Date     Condition        Report By
 EB1806  HISTORY     - 1986     MONUMENTED       SCGS
 EB1806  HISTORY     - 20010829 GOOD             SCGS
 EB1806  HISTORY     - 20040812 GOOD             USPSQD
 EB1806  HISTORY     - 20051115 GOOD             USPSQD
 EB1806
 EB1806                          STATION DESCRIPTION
 EB1806
 EB1806'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1806'3.3 KM (2.05 MI) SW FROM NICHOLS.
 EB1806'3.3 KM (2.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 76 (MULLINS STREET)
 EB1806'FROM THE JUNCTION OF STATE HIGHWAY 9 (NORTH MAIN STREET) IN NICHOLS,
 EB1806'SET NEAR A POWER POLE WITH STREET LIGHT AT THE EDGE OF A SMALL POND
 EB1806'EAST OF THE PEE DEE LODGE RESTAURANT, 19.98 METERS (65.6 FT) NORTHWEST
 EB1806'OF THE CENTER OF THE HIGHWAY, 1.8 METERS (5.9 FT) SOUTHWEST OF THE
 EB1806'POWER POLE, 12.02 METERS (39.4 FT) NORTH OF A POWER POLE WITH
 EB1806'TRANSFORMER AND GUY WIRE, 16.67 METERS (54.7 FT) EAST OF THE EAST
 EB1806'CORNER OF THE RESTAURANT, 1.3 METERS (4.3 FT) SOUTHEAST OF THE
 EB1806'SOUTHEAST FACE OF A CONCRETE BLOCK RETAINING WALL BETWEEN THE POND AND
 EB1806'PARKING AREA FOR THE RESTAURANT.
 EB1806'THE MARK IS 1.79 METERS  SW FROM  A WITNESS POST
 EB1806'THE MARK IS 0.20 M BELOW THE HIGHWAY.
 EB1806
 EB1806                          STATION RECOVERY (2001)
 EB1806
 EB1806'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1806'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTHWEST OF NICHOLS, 13.4 MILES
 EB1806'(21.6 KM) EAST OF MARION.  OWNERSHIP--LITTLE PEE DEE LODGE RESTAURANT,
 EB1806'8758 EAST HIGHWAY 76, NICHOLS, SC 29581, PHONE 843-526-2101.  TO REACH
 EB1806'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 (SOUTH MAIN
 EB1806'STREET/SOUTH NICHOLS STREET) AND U.S.  HIGHWAY 76 (MULLINS STREET) IN
 EB1806'NICHOLS, GO SOUTHWEST ON HIGHWAY 76 FOR 2.05 MILES (3.30 KM) TO THE
 EB1806'STATION ON THE RIGHT NEAR A CINDER BLOCK RETAINING WALL FOR A POND AT
 EB1806'THE LITTLE PEE DEE LODGE RESTAURANT. STATION IS A CONCRETE POST
 EB1806'RECESSED 0.2 FOOT (6.1 CM) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY,
 EB1806'66.6 FEET (20.3 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 73.3
 EB1806'FEET (22.3 M) WEST SOUTHWEST OF A POWER POLE 5GU41 WITH A SECURITY
 EB1806'LIGHT AND GUY WIRE, 39.4 FEET (12.0 M) NORTH NORTHEAST OF A POWER POLE
 EB1806'65KS/13 WITH TWO TRANSFORMERS AND A SECURITY LIGHT, 4.4 FEET (1.3 M)
 EB1806'SOUTH SOUTHEAST OF THE SOUTH SOUTHEAST FACE OF WALL, 54.6 FEET (16.6
 EB1806'M) EAST OF THE SOUTHEAST CORNER OF THE RESTAURANT.
 EB1806
 EB1806                          STATION RECOVERY (2004)
 EB1806
 EB1806'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1806'RECOVERED IN GOOD CONDITION.
 EB1806
 EB1806                          STATION RECOVERY (2005)
 EB1806
 EB1806'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1807 ***********************************************************************
 EB1807  DESIGNATION -  34 026
 EB1807  PID         -  EB1807
 EB1807  STATE/COUNTY-  SC/MARION
 EB1807  USGS QUAD   -  NICHOLS (1980)
 EB1807
 EB1807                         *CURRENT SURVEY CONTROL
 EB1807  ___________________________________________________________________
 EB1807* NAD 83(1986)-  34 12 00.     (N)    079 11 11.     (W)     SCALED    
 EB1807* NAVD 88     -        25.965  (meters)      85.19   (feet)  ADJUSTED  
 EB1807  ___________________________________________________________________
 EB1807  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 EB1807  DYNAMIC HT  -          25.940 (meters)      85.10  (feet)  COMP
 EB1807  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 EB1807
 EB1807  VERT ORDER  -  FIRST     CLASS II
 EB1807
 EB1807.The horizontal coordinates were scaled from a topographic map and have
 EB1807.an estimated accuracy of +/- 6 seconds.
 EB1807
 EB1807.The orthometric height was determined by differential leveling
 EB1807.and adjusted by the National Geodetic Survey in June 1991..
 EB1807
 EB1807.The geoid height was determined by GEOID03.
 EB1807
 EB1807.The dynamic height is computed by dividing the NAVD 88
 EB1807.geopotential number by the normal gravity value computed on the
 EB1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1807.degrees latitude (g = 980.6199 gals.).
 EB1807
 EB1807.The modeled gravity was interpolated from observed gravity values.
 EB1807
 EB1807;                    North         East    Units  Estimated Accuracy
 EB1807;SPC SC       -   263,920.      776,720.      MT  (+/- 180 meters Scaled)
 EB1807
 EB1807                          SUPERSEDED SURVEY CONTROL
 EB1807
 EB1807  NGVD 29 (03/21/89)   26.273  (m)           86.20   (f) ADJUSTED    1 2
 EB1807
 EB1807.Superseded values are not recommended for survey control.
 EB1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1807.See file dsdata.txt to determine how the superseded data were derived.
 EB1807
 EB1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT671858(NAD 83)
 EB1807_MARKER: DD = SURVEY DISK
 EB1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1807_SP_SET: CONCRETE POST
 EB1807_STAMPING: VERT 34 026 1986
 EB1807_MARK LOGO: SCGS  
 EB1807_PROJECTION: RECESSED 2 CENTIMETERS
 EB1807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1807+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB1807
 EB1807  HISTORY     - Date     Condition        Report By
 EB1807  HISTORY     - 1986     MONUMENTED       SCGS
 EB1807  HISTORY     - 20010829 GOOD             SCGS
 EB1807  HISTORY     - 20040812 GOOD             USPSQD
 EB1807  HISTORY     - 20051115 GOOD             USPSQD
 EB1807
 EB1807                          STATION DESCRIPTION
 EB1807
 EB1807'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1807'5.1 KM (3.15 MI) SW FROM NICHOLS.
 EB1807'5.1 KM (3.2 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 76 (MULLINS STREET)
 EB1807'FROM THE JUNCTION OF STATE HIGHWAY 9 (NORTH MAIN STREET) IN NICHOLS,
 EB1807'ADD-MAY ALSO BE REACHED BY GOING 6.4 KM (4.0 MI) EASTERLY ALONG U.S.
 EB1807'HIGHWAY 76 (EAST MCINTYRE STREET) FROM THE JUNCTION OF STATE HIGHWAYS
 EB1807'41 AND 917 (SOUTH MAIN STREET) IN MULLINS, SET NEAR A MAGNOLIA TREE IN
 EB1807'THE YARD OF A BRICK HOUSE AT THE TOP OF A HILL, 23.02 METERS (75.5 FT)
 EB1807'NORTH OF THE CENTER OF THE HIGHWAY, 22.14 METERS (72.6 FT) EAST OF THE
 EB1807'SOUTHEAST CORNER OF THE HOUSE, 6.78 METERS (22.2 FT) SOUTHWEST OF THE
 EB1807'CENTER OF A DRIVEWAY LEADING BEHIND THE HOUSE, 7.93 METERS (26.0 FT)
 EB1807'EAST NORTHEAST OF THE 18-INCH MAGNOLIA TREE, 9.14 METERS (30.0 FT)
 EB1807'SOUTHEAST OF A 16-INCH PECAN TREE.
 EB1807'THE MARK IS 1.00 M BELOW THE HIGHWAY.
 EB1807
 EB1807                          STATION RECOVERY (2001)
 EB1807
 EB1807'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1807'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTHWEST OF NICHOLS, 12.3 MILES
 EB1807'(19.8 KM) EAST OF MARION.  OWNERSHIP--PEARLY BRITT, 8102 HIGHWAY 76
 EB1807'EAST, MULLINS, SC 29574, PHONE 843-464-7539.  TO REACH THE STATION
 EB1807'FROM THE EAST JUNCTION OF U.S.  HIGHWAY 76 AND STATE HIGHWAY 917 (PARK
 EB1807'STREET) IN MULLINS, GO EAST ON HIGHWAY 76 FOR 3.9 MILES (6.3 KM) TO
 EB1807'THE STATION ON THE LEFT IN THE EAST SIDE YARD OF A BRICK HOUSE NUMBER
 EB1807'8102.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 EB1807'(0.6 M) BELOW THE HIGHWAY, 72.6 FEET (22.1 M) EAST OF THE SOUTHEAST
 EB1807'CORNER OF THE HOUSE, 75.7 FEET (23.1 M) NORTH OF THE CENTER OF THE
 EB1807'HIGHWAY, 29.8 FEET (9.1 M) SOUTH SOUTHEAST OF A 2.5-FOOT PECAN TREE,
 EB1807'32.6 FEET (9.9 M) NORTH NORTHEAST OF A 1.2-FOOT MULTI-TRUNKED PECAN
 EB1807'TREE, 34.5 FEET (10.5 M) WEST SOUTHWEST OF A LONE 4-FOOT TALL WOODEN
 EB1807'POST WITH A SCGS REFERENCE WASHER ATTACHED.
 EB1807
 EB1807                          STATION RECOVERY (2004)
 EB1807
 EB1807'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1807'RECOVERED IN GOOD CONDITION.
 EB1807
 EB1807                          STATION RECOVERY (2005)
 EB1807
 EB1807'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1808 ***********************************************************************
 EB1808  DESIGNATION -  34 027
 EB1808  PID         -  EB1808
 EB1808  STATE/COUNTY-  SC/MARION
 EB1808  USGS QUAD   -  NICHOLS (1980)
 EB1808
 EB1808                         *CURRENT SURVEY CONTROL
 EB1808  ___________________________________________________________________
 EB1808* NAD 83(1986)-  34 11 50.     (N)    079 12 59.     (W)     SCALED    
 EB1808* NAVD 88     -        24.852  (meters)      81.54   (feet)  ADJUSTED  
 EB1808  ___________________________________________________________________
 EB1808  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EB1808  DYNAMIC HT  -          24.828 (meters)      81.46  (feet)  COMP
 EB1808  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 EB1808
 EB1808  VERT ORDER  -  FIRST     CLASS II
 EB1808
 EB1808.The horizontal coordinates were scaled from a topographic map and have
 EB1808.an estimated accuracy of +/- 6 seconds.
 EB1808
 EB1808.The orthometric height was determined by differential leveling
 EB1808.and adjusted by the National Geodetic Survey in June 1991..
 EB1808
 EB1808.The geoid height was determined by GEOID03.
 EB1808
 EB1808.The dynamic height is computed by dividing the NAVD 88
 EB1808.geopotential number by the normal gravity value computed on the
 EB1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1808.degrees latitude (g = 980.6199 gals.).
 EB1808
 EB1808.The modeled gravity was interpolated from observed gravity values.
 EB1808
 EB1808;                    North         East    Units  Estimated Accuracy
 EB1808;SPC SC       -   263,570.      773,960.      MT  (+/- 180 meters Scaled)
 EB1808
 EB1808                          SUPERSEDED SURVEY CONTROL
 EB1808
 EB1808  NGVD 29 (03/21/89)   25.160  (m)           82.55   (f) ADJUSTED    1 2
 EB1808
 EB1808.Superseded values are not recommended for survey control.
 EB1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1808.See file dsdata.txt to determine how the superseded data were derived.
 EB1808
 EB1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT643854(NAD 83)
 EB1808_MARKER: DD = SURVEY DISK
 EB1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1808_SP_SET: CONCRETE POST
 EB1808_STAMPING: VERT 34 027 1986
 EB1808_MARK LOGO: SCGS  
 EB1808_PROJECTION: FLUSH
 EB1808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1808+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 EB1808
 EB1808  HISTORY     - Date     Condition        Report By
 EB1808  HISTORY     - 1986     MONUMENTED       SCGS
 EB1808  HISTORY     - 20010829 GOOD             SCGS
 EB1808  HISTORY     - 20040811 GOOD             USPSQD
 EB1808  HISTORY     - 20051110 GOOD             USPSQD
 EB1808
 EB1808                          STATION DESCRIPTION
 EB1808
 EB1808'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1808'4.9 KM (3.05 MI) ESE FROM MULLINS.
 EB1808'5.05 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 76 (EAST MCINTYRE
 EB1808'STREET) FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 917 (SOUTH MAIN
 EB1808'STREET) IN MULLINS, SET IN THE SOUTHEAST ANGLE OF A SAND DRIVEWAY
 EB1808'LEADING SOUTH SOUTHEAST TO A BRICK HOUSE, 0.1 KM (0.05 MI) WEST
 EB1808'SOUTHWEST OF A SAND ROAD LEADING NORTH NORTHWEST, 22.73 METERS (74.6
 EB1808'FT) SOUTH OF THE CENTER OF THE HIGHWAY, 5.33 METERS (17.5 FT) EAST
 EB1808'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 33.42 METERS (109.6 FT) NORTH
 EB1808'NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 15.3 METERS (50.2 FT)
 EB1808'SOUTH SOUTHWEST OF A POWER POLE NUMBER 61 WITH TRANSFORMER, 4.69
 EB1808'METERS (15.4 FT) NORTHWEST OF A 16-INCH HICKORY TREE.
 EB1808'THE MARK IS 0.10 M BELOW HIGHWAY.
 EB1808
 EB1808                          STATION RECOVERY (2001)
 EB1808
 EB1808'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1808'STATION IS LOCATED 3.9 MILES (6.3 KM) EAST OF MULLINS, 12.4 MILES
 EB1808'(20.0 KM) EAST OF MARION.  OWNERSHIP--BARBARA J.  BROWN, 7543 HIGHWAY
 EB1808'76, MULLINS, SC 29574, PHONE 843-464-9463.  TO REACH THE STATION FROM
 EB1808'THE EASTERN JUNCTION OF STATE HIGHWAY 917 (PARK STREET) AND U.S.
 EB1808'HIGHWAY 76 (EAST MCKINTYRE STREET) IN MULLINS, GO EAST ON HIGHWAY 76
 EB1808'FOR 3.15 MILES (5.07 KM) TO THE STATION ON THE RIGHT IN THE FRONT YARD
 EB1808'OF A BRICK HOUSE NUMBER 7543.  STATION IS A CONCRETE POST FLUSH WITH
 EB1808'THE GROUND AND LEVEL WITH THE DRIVEWAY, 73.0 FEET (22.3 M) WEST OF A
 EB1808'3.0-FOOT PINE TREE, 109.6 FEET (33.4 M) NORTH NORTHWEST OF THE
 EB1808'NORTHWEST GARAGE CORNER OF THE BRICK HOUSE, 13.8 FEET (4.2 M) EAST OF
 EB1808'THE EAST EDGE OF A PAVED DRIVEWAY TO THE HOUSE, 5.0 FEET (1.5 M) SOUTH
 EB1808'SOUTHWEST OF A POWER POLE 61/BY38BS WITH A TRANSFORMER, 73.8 FEET
 EB1808'(22.5 M) EAST SOUTHEAST OF A TELEPHONE JUNCTION BOX.
 EB1808
 EB1808                          STATION RECOVERY (2004)
 EB1808
 EB1808'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1808'RECOVERED IN GOOD CONDITION.
 EB1808
 EB1808                          STATION RECOVERY (2005)
 EB1808
 EB1808'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1809 ***********************************************************************
 EB1809  DESIGNATION -  34 028
 EB1809  PID         -  EB1809
 EB1809  STATE/COUNTY-  SC/MARION
 EB1809  USGS QUAD   -  NICHOLS (1980)
 EB1809
 EB1809                         *CURRENT SURVEY CONTROL
 EB1809  ___________________________________________________________________
 EB1809* NAD 83(1986)-  34 11 50.     (N)    079 13 04.     (W)     SCALED    
 EB1809* NAVD 88     -        28.373  (meters)      93.09   (feet)  ADJUSTED  
 EB1809  ___________________________________________________________________
 EB1809  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EB1809  DYNAMIC HT  -          28.346 (meters)      93.00  (feet)  COMP
 EB1809  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 EB1809
 EB1809  VERT ORDER  -  FIRST     CLASS II
 EB1809
 EB1809.The horizontal coordinates were scaled from a topographic map and have
 EB1809.an estimated accuracy of +/- 6 seconds.
 EB1809
 EB1809.The orthometric height was determined by differential leveling
 EB1809.and adjusted by the National Geodetic Survey in June 1991..
 EB1809
 EB1809.The geoid height was determined by GEOID03.
 EB1809
 EB1809.The dynamic height is computed by dividing the NAVD 88
 EB1809.geopotential number by the normal gravity value computed on the
 EB1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1809.degrees latitude (g = 980.6199 gals.).
 EB1809
 EB1809.The modeled gravity was interpolated from observed gravity values.
 EB1809
 EB1809;                    North         East    Units  Estimated Accuracy
 EB1809;SPC SC       -   263,560.      773,830.      MT  (+/- 180 meters Scaled)
 EB1809
 EB1809                          SUPERSEDED SURVEY CONTROL
 EB1809
 EB1809  NGVD 29 (03/21/89)   28.681  (m)           94.10   (f) ADJUSTED    1 2
 EB1809
 EB1809.Superseded values are not recommended for survey control.
 EB1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1809.See file dsdata.txt to determine how the superseded data were derived.
 EB1809
 EB1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT642854(NAD 83)
 EB1809_MARKER: DD = SURVEY DISK
 EB1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1809_SP_SET: CONCRETE POST
 EB1809_STAMPING: VERT 34 028 1986
 EB1809_MARK LOGO: SCGS  
 EB1809_PROJECTION: FLUSH
 EB1809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1809+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 EB1809
 EB1809  HISTORY     - Date     Condition        Report By
 EB1809  HISTORY     - 1986     MONUMENTED       SCGS
 EB1809  HISTORY     - 20010829 GOOD             SCGS
 EB1809  HISTORY     - 20040811 GOOD             USPSQD
 EB1809  HISTORY     - 20051110 GOOD             USPSQD
 EB1809
 EB1809                          STATION DESCRIPTION
 EB1809
 EB1809'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1809'3.3 KM (2.05 MI) ESE FROM MULLINS.
 EB1809'3.45 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 76 (EAST MCINTYRE
 EB1809'STREET) FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 917 (SOUTH MAIN
 EB1809'STREET) IN MULLINS, THENCE 0.1 KM (0.05 MI) NORTH NORTHWEST ALONG A
 EB1809'SAND ROAD, SET NEAR A POWER POLE IN THE FRONT YARD OF A BRICK HOUSE,
 EB1809'8.8 METERS (28.9 FT) EAST NORTHEAST OF THE CENTER OF THE SAND ROAD,
 EB1809'6.35 METERS (20.8 FT) SOUTH SOUTHEAST OF THE CENTER OF THE DRIVEWAY TO
 EB1809'THE HOUSE, 1.89 METERS (6.2 FT) EAST NORTHEAST OF THE POWER POLE WITH
 EB1809'TRANSFORMER, 14.91 METERS (48.9 FT) SOUTH SOUTHWEST OF THE SOUTH
 EB1809'CORNER OF THE HOUSE, 15.0 METERS (49.2 FT) SOUTH SOUTHEAST OF A
 EB1809'12-INCH SILK TREE.
 EB1809'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD.
 EB1809
 EB1809                          STATION RECOVERY (2001)
 EB1809
 EB1809'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1809'STATION IS LOCATED 2.2 MILES (3.5 KM) EAST OF MULLINS, 10.5 MILES
 EB1809'(16.9 KM) EAST OF MARION.  OWNERSHIP--EUGENE REEVES, 108 HENRYS COURT,
 EB1809'MULLINS, SC 29574, PHONE 843-464-6612.  TO REACH THE STATION FROM THE
 EB1809'EASTERN JUNCTION OF STATE HIGHWAY 917 (PARK STREET) AND U.S.  HIGHWAY
 EB1809'76 (EAST MCKINTYRE STREET) IN MULLINS, GO EAST ON HIGHWAY 76 FOR 2.05
 EB1809'MILES (3.30 KM) TO A GRAVEL ROAD LEFT (HENRYS COURT) , TURN LEFT ON
 EB1809'THE GRAVEL ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR
 EB1809'A POWER POLE IN THE SOUTH CORNER OF THE PROPERTY OF A BRICK HOUSE
 EB1809'NUMBER 108 (FIRE DAMAGED AND ABANDONED) . STATION IS A CONCRETE POST
 EB1809'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 27.4 FEET (8.4 M) EAST
 EB1809'NORTHEAST OF THE CENTER OF THE ROAD, 18.7 FEET (5.7 M) NORTH OF THE
 EB1809'NORTHEAST CORNER OF A BRICK PUMP HOUSE, 48.9 FEET (14.9 M) SOUTH
 EB1809'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 6.0 FEET (1.8 M) EAST
 EB1809'OF A POWER POLE CA47/BS/2.
 EB1809
 EB1809                          STATION RECOVERY (2004)
 EB1809
 EB1809'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1809'RECOVERED IN GOOD CONDITION.
 EB1809
 EB1809                          STATION RECOVERY (2005)
 EB1809
 EB1809'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1810 ***********************************************************************
 EB1810  DESIGNATION -  34 029
 EB1810  PID         -  EB1810
 EB1810  STATE/COUNTY-  SC/MARION
 EB1810  USGS QUAD   -  NICHOLS (1980)
 EB1810
 EB1810                         *CURRENT SURVEY CONTROL
 EB1810  ___________________________________________________________________
 EB1810* NAD 83(1986)-  34 11 53.     (N)    079 14 06.     (W)     SCALED    
 EB1810* NAVD 88     -        30.134  (meters)      98.86   (feet)  ADJUSTED  
 EB1810  ___________________________________________________________________
 EB1810  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 EB1810  DYNAMIC HT  -          30.105 (meters)      98.77  (feet)  COMP
 EB1810  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 EB1810
 EB1810  VERT ORDER  -  FIRST     CLASS II
 EB1810
 EB1810.The horizontal coordinates were scaled from a topographic map and have
 EB1810.an estimated accuracy of +/- 6 seconds.
 EB1810
 EB1810.The orthometric height was determined by differential leveling
 EB1810.and adjusted by the National Geodetic Survey in June 1991..
 EB1810
 EB1810.The geoid height was determined by GEOID03.
 EB1810
 EB1810.The dynamic height is computed by dividing the NAVD 88
 EB1810.geopotential number by the normal gravity value computed on the
 EB1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1810.degrees latitude (g = 980.6199 gals.).
 EB1810
 EB1810.The modeled gravity was interpolated from observed gravity values.
 EB1810
 EB1810;                    North         East    Units  Estimated Accuracy
 EB1810;SPC SC       -   263,630.      772,250.      MT  (+/- 180 meters Scaled)
 EB1810
 EB1810                          SUPERSEDED SURVEY CONTROL
 EB1810
 EB1810  NGVD 29 (03/21/89)   30.442  (m)           99.88   (f) ADJUSTED    1 2
 EB1810
 EB1810.Superseded values are not recommended for survey control.
 EB1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1810.See file dsdata.txt to determine how the superseded data were derived.
 EB1810
 EB1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT626855(NAD 83)
 EB1810_MARKER: DD = SURVEY DISK
 EB1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1810_SP_SET: CONCRETE POST
 EB1810_STAMPING: VERT 34 029 1986
 EB1810_MARK LOGO: SCGS  
 EB1810_PROJECTION: RECESSED 2 CENTIMETERS
 EB1810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1810+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 EB1810
 EB1810  HISTORY     - Date     Condition        Report By
 EB1810  HISTORY     - 1986     MONUMENTED       SCGS
 EB1810  HISTORY     - 20010829 GOOD             SCGS
 EB1810  HISTORY     - 20040811 GOOD             USPSQD
 EB1810  HISTORY     - 20051110 GOOD             USPSQD
 EB1810
 EB1810                          STATION DESCRIPTION
 EB1810
 EB1810'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1810'1.7 KM (1.05 MI) ESE FROM MULLINS.
 EB1810'1.8 KM (1.1 MI) EASTERLY ALONG U.S. HIGHWAY 76 (EAST MCINTYRE STREET)
 EB1810'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 917 (SOUTH MAIN STREET) IN
 EB1810'MULLINS, SET NEAR THE SOUTH CORNER OF THE CHENEY BROTHERS INCORPORATED
 EB1810'PLANT, 3.39 METERS (11.1 FT) SOUTHWEST OF THE SOUTH CORNER OF THE
 EB1810'PLANT, 20.85 METERS (68.4 FT) NORTHWEST OF A FIRE HYRDRANT NUMBER 4,
 EB1810'8.83 METERS (29.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK,
 EB1810'21.76 METERS (71.4 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK
 EB1810'LEADING TO THE ENTRANCE DOORS.
 EB1810'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 EB1810
 EB1810                          STATION RECOVERY (2001)
 EB1810
 EB1810'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1810'STATION IS LOCATED IN MULLINS, 9.6 MILES (15.4 KM) EAST OF MARION.
 EB1810'OWNERSHIP--FABRIC RESOURCES, P.O.  BOX 1026, MULLINS, SC 29574-1026,
 EB1810'PHONE 803-464-2826.  TO REACH THE STATION FROM THE EASTERN JUNCTION OF
 EB1810'STATE HIGHWAY 917 (PARK STREET) AND U.S.  HIGHWAY 76 (EAST MCKINTYRE
 EB1810'STREET) IN MULLINS, GO EAST ON HIGHWAY 76 FOR 1.0 MILE (1.6 KM) TO THE
 EB1810'STATION ON THE LEFT NEAR THE SOUTH CORNER OF THE FABRIC RESOURCES
 EB1810'BRICK BUILDING.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 EB1810'AND LEVEL WITH THE HIGHWAY, 11.1 FEET (3.4 M) SOUTHWEST OF THE SOUTH
 EB1810'CORNER OF THE BUILDING, 71.1 FEET (21.7 M) SOUTHEAST OF THE SOUTHEAST
 EB1810'EDGE OF A SIDEWALK LEADING TO THE SOUTH ENTRANCE TO THE BUILDING, 28.7
 EB1810'FEET (8.7 M) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK ALONG THE
 EB1810'FRONT OF THE BUILDING, 68.5 FEET (20.9 M) NORTH NORTHWEST OF A FIRE
 EB1810'HYDRANT, 71.5 FEET (21.8 M) EAST SOUTHEAST OF A 3-FOOT TALL METAL
 EB1810'WATER STANDPIPE.  NOTE-STATION IS CONSIDERED MARGINAL FOR GPS
 EB1810'OBSERVATIONS.  NOTE-PLANT IS CLOSED AT THIS TIME WITH LIMITED ACCESS
 EB1810'THROUGH THE FENCE.
 EB1810
 EB1810                          STATION RECOVERY (2004)
 EB1810
 EB1810'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1810'RECOVERED IN GOOD CONDITION.
 EB1810
 EB1810                          STATION RECOVERY (2005)
 EB1810
 EB1810'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1818 ***********************************************************************
 EB1818  DESIGNATION -  34 030
 EB1818  PID         -  EB1818
 EB1818  STATE/COUNTY-  SC/MARION
 EB1818  USGS QUAD   -  MULLINS (1981)
 EB1818
 EB1818                         *CURRENT SURVEY CONTROL
 EB1818  ___________________________________________________________________
 EB1818* NAD 83(1986)-  34 11 55.     (N)    079 15 11.     (W)     SCALED    
 EB1818* NAVD 88     -        28.870  (meters)      94.72   (feet)  ADJUSTED  
 EB1818  ___________________________________________________________________
 EB1818  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 EB1818  DYNAMIC HT  -          28.842 (meters)      94.63  (feet)  COMP
 EB1818  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 EB1818
 EB1818  VERT ORDER  -  FIRST     CLASS II
 EB1818
 EB1818.The horizontal coordinates were scaled from a topographic map and have
 EB1818.an estimated accuracy of +/- 6 seconds.
 EB1818
 EB1818.The orthometric height was determined by differential leveling
 EB1818.and adjusted by the National Geodetic Survey in June 1991..
 EB1818
 EB1818.The geoid height was determined by GEOID03.
 EB1818
 EB1818.The dynamic height is computed by dividing the NAVD 88
 EB1818.geopotential number by the normal gravity value computed on the
 EB1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1818.degrees latitude (g = 980.6199 gals.).
 EB1818
 EB1818.The modeled gravity was interpolated from observed gravity values.
 EB1818
 EB1818;                    North         East    Units  Estimated Accuracy
 EB1818;SPC SC       -   263,660.      770,580.      MT  (+/- 180 meters Scaled)
 EB1818
 EB1818                          SUPERSEDED SURVEY CONTROL
 EB1818
 EB1818  NGVD 29 (03/21/89)   29.178  (m)           95.73   (f) ADJUSTED    1 2
 EB1818
 EB1818.Superseded values are not recommended for survey control.
 EB1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1818.See file dsdata.txt to determine how the superseded data were derived.
 EB1818
 EB1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT609855(NAD 83)
 EB1818_MARKER: DD = SURVEY DISK
 EB1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1818_SP_SET: CONCRETE POST
 EB1818_STAMPING: VERT 34 030 1986
 EB1818_MARK LOGO: SCGS  
 EB1818_PROJECTION: RECESSED 5 CENTIMETERS
 EB1818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1818+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 EB1818
 EB1818  HISTORY     - Date     Condition        Report By
 EB1818  HISTORY     - 1986     MONUMENTED       SCGS
 EB1818  HISTORY     - 20010829 GOOD             SCGS
 EB1818  HISTORY     - 20040811 GOOD             USPSQD
 EB1818  HISTORY     - 20051110 GOOD             USPSQD
 EB1818
 EB1818                          STATION DESCRIPTION
 EB1818
 EB1818'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1818'IN MULLINS.
 EB1818'0.2 KM (0.1 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1818'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1818'HIGHWAY 917 IN MULLINS, SET NEAR A FLAG POLE IN FRONT OF THE MULLINS
 EB1818'HOSPITAL, 9.55 METERS (31.3 FT) WEST OF THE CENTER OF THE HIGHWAY,
 EB1818'24.61 METERS (80.7 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 EB1818'HOSPITAL, 1.85 METERS (6.1 FT) SOUTH OF THE FLAG POLE, 27.7 METERS
 EB1818'(90.9 FT) NORTH OF A POWER POLE NUMBER 575 WITH 3 TRANSFORMERS AND A
 EB1818'STREET LIGHT, 20.46 METERS (67.1 FT) SOUTH OF A FIRE HYDRANT.
 EB1818'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1818
 EB1818                          STATION RECOVERY (2001)
 EB1818
 EB1818'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1818'STATION IS LOCATED IN MULLINS, 8.6 MILES (13.8 KM) EAST OF MARION.
 EB1818'OWNERSHIP--MARION NURSING CENTER, 518 SOUTH MAIN STREET, MULLINS, SC
 EB1818'29574, PHONE 843-464-8211.  TO REACH THE STATION FROM THE JUNCTION OF
 EB1818'U.S.  HIGHWAY 76 (EAST/WEST MCKINTYRE STREET) AND STATE HIGHWAYS
 EB1818'917/41 (NORTH/SOUTH MAIN STREET) IN MULLINS, GO SOUTH ON HIGHWAY 41
 EB1818'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A FLAG POLE IN
 EB1818'FRONT OF THE MULLINS NURSING CENTER.  STATION IS A CONCRETE POST
 EB1818'RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY,
 EB1818'5.9 FEET (1.8 M) SOUTH OF THE FLAG POLE, 5.4 FEET (1.6 M) WEST OF THE
 EB1818'WEST EDGE OF A SIDEWALK ALONG HIGHWAY 41, 67.0 FEET (20.4 M) SOUTH
 EB1818'SOUTHWEST OF A FIRE HYDRANT, 80.8 FEET (24.6 M) NORTHEAST OF THE
 EB1818'SOUTHEAST CORNER OF THE NURSING CENTER, 36.6 FEET (11.2 M) NORTH OF
 EB1818'THE NORTH EDGE OF THE CURBING OF THE SOUTH ENTRANCE TO THE NURSING
 EB1818'CENTER.
 EB1818
 EB1818                          STATION RECOVERY (2004)
 EB1818
 EB1818'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1818'RECOVERED IN GOOD CONDITION.
 EB1818
 EB1818                          STATION RECOVERY (2005)
 EB1818
 EB1818'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1819 ***********************************************************************
 EB1819  DESIGNATION -  34 031
 EB1819  PID         -  EB1819
 EB1819  STATE/COUNTY-  SC/MARION
 EB1819  USGS QUAD   -  MULLINS (1981)
 EB1819
 EB1819                         *CURRENT SURVEY CONTROL
 EB1819  ___________________________________________________________________
 EB1819* NAD 83(1986)-  34 11 32.     (N)    079 15 05.     (W)     SCALED    
 EB1819* NAVD 88     -        29.021  (meters)      95.21   (feet)  ADJUSTED  
 EB1819  ___________________________________________________________________
 EB1819  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 EB1819  DYNAMIC HT  -          28.993 (meters)      95.12  (feet)  COMP
 EB1819  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 EB1819
 EB1819  VERT ORDER  -  FIRST     CLASS II
 EB1819
 EB1819.The horizontal coordinates were scaled from a topographic map and have
 EB1819.an estimated accuracy of +/- 6 seconds.
 EB1819
 EB1819.The orthometric height was determined by differential leveling
 EB1819.and adjusted by the National Geodetic Survey in June 1991..
 EB1819
 EB1819.The geoid height was determined by GEOID03.
 EB1819
 EB1819.The dynamic height is computed by dividing the NAVD 88
 EB1819.geopotential number by the normal gravity value computed on the
 EB1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1819.degrees latitude (g = 980.6199 gals.).
 EB1819
 EB1819.The modeled gravity was interpolated from observed gravity values.
 EB1819
 EB1819;                    North         East    Units  Estimated Accuracy
 EB1819;SPC SC       -   262,960.      770,750.      MT  (+/- 180 meters Scaled)
 EB1819
 EB1819                          SUPERSEDED SURVEY CONTROL
 EB1819
 EB1819  NGVD 29 (03/21/89)   29.329  (m)           96.22   (f) ADJUSTED    1 2
 EB1819
 EB1819.Superseded values are not recommended for survey control.
 EB1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1819.See file dsdata.txt to determine how the superseded data were derived.
 EB1819
 EB1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT611848(NAD 83)
 EB1819_MARKER: DD = SURVEY DISK
 EB1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1819_SP_SET: CONCRETE POST
 EB1819_STAMPING: VERT 34 031 1986
 EB1819_MARK LOGO: SCGS  
 EB1819_PROJECTION: RECESSED 1 CENTIMETERS
 EB1819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1819+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 EB1819
 EB1819  HISTORY     - Date     Condition        Report By
 EB1819  HISTORY     - 1986     MONUMENTED       SCGS
 EB1819  HISTORY     - 20010920 GOOD             SCGS
 EB1819  HISTORY     - 20040811 GOOD             USPSQD
 EB1819  HISTORY     - 20051110 GOOD             USPSQD
 EB1819
 EB1819                          STATION DESCRIPTION
 EB1819
 EB1819'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1819'IN MULLINS.
 EB1819'0.9 KM (0.55 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1819'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1819'HIGHWAY 917 IN MULLINS, SET IN FRONT OF THE SOUTH BUILDING OF TWO AT
 EB1819'THE BASILY MEDICAL CENTER, 18.67 METERS (61.2 FT) WEST OF THE CENTER
 EB1819'OF THE HIGHWAY, 2.0 METERS (6.6 FT) EAST OF THE FACE OF THE BUILDING,
 EB1819'4.98 METERS (16.3 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK,
 EB1819'16.69 METERS (54.8 FT) NORTHWEST OF A POWER POLE NUMBER 649 WITH
 EB1819'TRANSFORMER, 9.15 METERS (30.0 FT) NORTH OF THE CENTER OF A PAVED
 EB1819'DRIVEWAY BESIDE THE BUILDING.
 EB1819'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 EB1819
 EB1819                          STATION RECOVERY (2001)
 EB1819
 EB1819'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1819'STATION IS LOCATED IN MULLINS, 8.6 MILES (13.8 KM) EAST OF MARION.
 EB1819'OWNERSHIP--INDEPENDENT PHYSICIANS GROUP, ROSANNE J.  HOOKES, MD, 1002A
 EB1819'SOUTH MAIN STREET, MULLINS, SC 29574.  TO REACH THE STATION FROM THE
 EB1819'WESTERN JUNCTION OF STATE HIGHWAYS 917/41 (SOUTH MAIN STREET) AND U.S.
 EB1819'HIGHWAY 76 (EAST MCKINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY 41
 EB1819'FOR 0.55 MILE (0.89 KM) TO THE STATION ON THE RIGHT IN FRONT OF A
 EB1819'BRICK BUILDING (INDEPENDENT PHYSICIANS GROUP) . STATION IS A CONCRETE
 EB1819'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 21.7
 EB1819'FEET (6.6 M) NORTH OF THE EAST CORNER OF THE BUILDING, 12.4 FEET (3.8
 EB1819'M) SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 19.7 FEET
 EB1819'(6.0 M) WEST OF THE WEST CORNER OF A METAL SIGN (INDEPENDENT
 EB1819'PHYSICIANS GROUP) , 61.6 FEET (18.8 M) WEST OF THE CENTER OF THE ROAD,
 EB1819'16.2 FEET (4.9 M) SOUTH OF THE SOUTH EDGE OF A SIDEWALK LEADING TO THE
 EB1819'BUILDING.
 EB1819
 EB1819                          STATION RECOVERY (2004)
 EB1819
 EB1819'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1819'RECOVERED IN GOOD CONDITION.
 EB1819
 EB1819                          STATION RECOVERY (2005)
 EB1819
 EB1819'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1820 ***********************************************************************
 EB1820  DESIGNATION -  34 032
 EB1820  PID         -  EB1820
 EB1820  STATE/COUNTY-  SC/MARION
 EB1820  USGS QUAD   -  MULLINS (1981)
 EB1820
 EB1820                         *CURRENT SURVEY CONTROL
 EB1820  ___________________________________________________________________
 EB1820* NAD 83(1986)-  34 10 50.     (N)    079 15 12.     (W)     SCALED    
 EB1820* NAVD 88     -        29.751  (meters)      97.61   (feet)  ADJUSTED  
 EB1820  ___________________________________________________________________
 EB1820  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 EB1820  DYNAMIC HT  -          29.722 (meters)      97.51  (feet)  COMP
 EB1820  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 EB1820
 EB1820  VERT ORDER  -  FIRST     CLASS II
 EB1820
 EB1820.The horizontal coordinates were scaled from a topographic map and have
 EB1820.an estimated accuracy of +/- 6 seconds.
 EB1820
 EB1820.The orthometric height was determined by differential leveling
 EB1820.and adjusted by the National Geodetic Survey in June 1991..
 EB1820
 EB1820.The geoid height was determined by GEOID03.
 EB1820
 EB1820.The dynamic height is computed by dividing the NAVD 88
 EB1820.geopotential number by the normal gravity value computed on the
 EB1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1820.degrees latitude (g = 980.6199 gals.).
 EB1820
 EB1820.The modeled gravity was interpolated from observed gravity values.
 EB1820
 EB1820;                    North         East    Units  Estimated Accuracy
 EB1820;SPC SC       -   261,660.      770,590.      MT  (+/- 180 meters Scaled)
 EB1820
 EB1820                          SUPERSEDED SURVEY CONTROL
 EB1820
 EB1820  NGVD 29 (03/21/89)   30.059  (m)           98.62   (f) ADJUSTED    1 2
 EB1820
 EB1820.Superseded values are not recommended for survey control.
 EB1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1820.See file dsdata.txt to determine how the superseded data were derived.
 EB1820
 EB1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT609835(NAD 83)
 EB1820_MARKER: DD = SURVEY DISK
 EB1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1820_SP_SET: CONCRETE POST
 EB1820_STAMPING: VERT 34 032 1986
 EB1820_MARK LOGO: SCGS  
 EB1820_PROJECTION: FLUSH
 EB1820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1820+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004
 EB1820
 EB1820  HISTORY     - Date     Condition        Report By
 EB1820  HISTORY     - 1986     MONUMENTED       SCGS
 EB1820  HISTORY     - 20010920 GOOD             SCGS
 EB1820  HISTORY     - 20040811 GOOD             USPSQD
 EB1820  HISTORY     - 20051110 POOR             USPSQD
 EB1820
 EB1820                          STATION DESCRIPTION
 EB1820
 EB1820'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1820'2.2 KM (1.35 MI) SOUTH FROM MULLINS.
 EB1820'2.2 KM (1.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1820'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1820'HIGHWAY 917 IN MULLINS, SET IN THE NORTHEAST ANGLE OF A SAND DRIVEWAY
 EB1820'LEADING EAST BESIDE A ONE STORY AND A HALF WOODEN HOUSE, 8.7 METERS
 EB1820'(28.5 FT) EAST OF A POWER LINE STUB POLE WITH GUY WIRE, 18.4 METERS
 EB1820'(60.4 FT) EAST OF THE CENTER OF THE HIGHWAY, 16.3 METERS (53.5 FT)
 EB1820'NORTH NORTHEAST OF THE CENTER OF THE DRIVEWAY, 0.56 METER (1.8 FT)
 EB1820'SOUTH OF A FENCE, 50.21 METERS (164.7 FT) NORTHWEST OF THE NORTHEAST
 EB1820'CORNER OF THE HOUSE, 39.06 METERS (128.2 FT) NORTHWEST OF A 42-INCH
 EB1820'LIVE OAK TREE.
 EB1820'THE MARK IS 0.53 METERS  SSE FROM  A WITNESS POST
 EB1820'THE MARK IS 0.60 M ABOVE THE HIGHWAY.
 EB1820
 EB1820                          STATION RECOVERY (2001)
 EB1820
 EB1820'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1820'STATION IS LOCATED 1.6 MILES (2.6 KM) SOUTH OF MULLINS, 8.4 MILES
 EB1820'(13.5 KM) EAST OF MARION.  OWNERSHIP--JOHN W.  FOWLER, 1442 SOUTH
 EB1820'HIGHWAY 41, MULLINS, SC 29574, PHONE 843-464-9320.  TO REACH THE
 EB1820'STATION FROM THE WESTERN JUNCTION OF STATE HIGHWAYS 917/41 (SOUTH MAIN
 EB1820'STREET) AND U.S.  HIGHWAY 76 (EAST MCKINTYRE STREET) IN MULLINS, GO
 EB1820'SOUTH ON HIGHWAY 41 FOR 1.4 MILES (2.3 KM) TO THE STATION ON THE LEFT
 EB1820'NEAR A FENCE LINE ON THE NORTHERN SIDE YARD OF A WOODEN HOUSE NUMBER
 EB1820'1442.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 3.0
 EB1820'FEET (0.9 M) ABOVE THE HIGHWAY, 1.7 FEET (0.5 M) SOUTH OF BOARD FENCE
 EB1820'LINE, 28.5 FEET (8.7 M) EAST OF A POWER LINE STUB POLE N7BS WITH GUY
 EB1820'WIRE, 60.8 FEET (18.5 M) EAST OF THE CENTER OF THE HIGHWAY, 17.3 FEET
 EB1820'(5.3 M) WEST SOUTHWEST OF A 0.8-FOOT TWIN MAGNOLIA TREE, 62.4 FEET
 EB1820'(19.0 M) NORTH OF THE NORTHEAST CORNER OF A 4-FOOT SQUARE BRICK WELL,
 EB1820'1.5 FEET (0.5 M) SOUTH OF A WITNESS POST.
 EB1820
 EB1820                          STATION RECOVERY (2004)
 EB1820
 EB1820'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1820'RECOVERED IN GOOD CONDITION.
 EB1820
 EB1820                          STATION RECOVERY (2005)
 EB1820
 EB1820'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1820'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1821 ***********************************************************************
 EB1821  DESIGNATION -  34 033
 EB1821  PID         -  EB1821
 EB1821  STATE/COUNTY-  SC/MARION
 EB1821  USGS QUAD   -  MULLINS (1981)
 EB1821
 EB1821                         *CURRENT SURVEY CONTROL
 EB1821  ___________________________________________________________________
 EB1821* NAD 83(1986)-  34 10 16.     (N)    079 15 01.     (W)     SCALED    
 EB1821* NAVD 88     -        29.159  (meters)      95.67   (feet)  ADJUSTED  
 EB1821  ___________________________________________________________________
 EB1821  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 EB1821  DYNAMIC HT  -          29.130 (meters)      95.57  (feet)  COMP
 EB1821  MODELED GRAV-     979,656.4   (mgal)                       NAVD 88
 EB1821
 EB1821  VERT ORDER  -  FIRST     CLASS II
 EB1821
 EB1821.The horizontal coordinates were scaled from a topographic map and have
 EB1821.an estimated accuracy of +/- 6 seconds.
 EB1821
 EB1821.The orthometric height was determined by differential leveling
 EB1821.and adjusted by the National Geodetic Survey in June 1991..
 EB1821
 EB1821.The geoid height was determined by GEOID03.
 EB1821
 EB1821.The dynamic height is computed by dividing the NAVD 88
 EB1821.geopotential number by the normal gravity value computed on the
 EB1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1821.degrees latitude (g = 980.6199 gals.).
 EB1821
 EB1821.The modeled gravity was interpolated from observed gravity values.
 EB1821
 EB1821;                    North         East    Units  Estimated Accuracy
 EB1821;SPC SC       -   260,620.      770,890.      MT  (+/- 180 meters Scaled)
 EB1821
 EB1821                          SUPERSEDED SURVEY CONTROL
 EB1821
 EB1821  NGVD 29 (03/21/89)   29.466  (m)           96.67   (f) ADJUSTED    1 2
 EB1821
 EB1821.Superseded values are not recommended for survey control.
 EB1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1821.See file dsdata.txt to determine how the superseded data were derived.
 EB1821
 EB1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT612825(NAD 83)
 EB1821_MARKER: DD = SURVEY DISK
 EB1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1821_SP_SET: CONCRETE POST
 EB1821_STAMPING: VERT 34 033 1986
 EB1821_MARK LOGO: SCGS  
 EB1821_PROJECTION: RECESSED 6 CENTIMETERS
 EB1821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1821+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 EB1821
 EB1821  HISTORY     - Date     Condition        Report By
 EB1821  HISTORY     - 1986     MONUMENTED       SCGS
 EB1821  HISTORY     - 20010920 GOOD             SCGS
 EB1821  HISTORY     - 20040811 GOOD             USPSQD
 EB1821  HISTORY     - 20051110 GOOD             USPSQD
 EB1821
 EB1821                          STATION DESCRIPTION
 EB1821
 EB1821'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1821'3.3 KM (2.05 MI) SSE FROM MULLINS.
 EB1821'3.4 KM (2.1 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1821'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1821'HIGHWAY 917 IN MULLINS, SET IN THE SOUTHEAST ANGLE OF STATE ROAD 744
 EB1821'IN THE NORTHWEST CORNER OF THE YARD OF A BRICK HOUSE, 13.8 METERS
 EB1821'(45.3 FT) EAST OF THE CENTER OF THE HIGHWAY, 13.1 METERS (43.0 FT)
 EB1821'SOUTH OF THE CENTER OF THE ROAD, 3.31 METERS (10.9 FT) SOUTH SOUTHWEST
 EB1821'OF A POWER POLE NUMBER 22-1 WITH TRANSFORMER AND TWO GUY WIRES,
 EB1821'3.7 METERS (12.1 FT) EAST SOUTHEAST OF A POWER POLE NUMBER 22, 39.59
 EB1821'METERS (129.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE OF
 EB1821'THE HOUSE, 15.85 METERS (52.0 FT) NORTH OF THE NORTH EDGE OF A
 EB1821'CONCRETE DRIVEWAY TO THE HOUSE.
 EB1821
 EB1821                          STATION RECOVERY (2001)
 EB1821
 EB1821'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1821'STATION IS LOCATED 2.3 MILES (3.7 KM) SOUTH OF MULLINS, 8.6 MILES
 EB1821'(13.8 KM) EAST OF MARION.  OWNERSHIP--MR.  FOWLER, 1902 SOUTH HIGHWAY
 EB1821'41, MULLINS, SC 29574.  TO REACH THE STATION FROM THE WESTERN JUNCTION
 EB1821'OF STATE HIGHWAYS 917/41 (SOUTH MAIN STREET) AND U.S. HIGHWAY 76 (EAST
 EB1821'MCKINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY 41 FOR 2.0 MILES
 EB1821'(3.2 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE SOUTHWEST
 EB1821'ANGLE OF THE JUNCTION OF STATE ROAD 744 (LAKE RUSSELL ROAD) .  STATION
 EB1821'IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM)
 EB1821'BELOW THE HIGHWAY, 44.6 FEET (13.6 M) EAST OF THE CENTER OF THE
 EB1821'HIGHWAY, 11.5 FEET (3.5 M) EAST SOUTHEAST OF A TELEPHONE JUNCTION BOX
 EB1821'NUMBER 27, 43.0 FEET (13.1 M) SOUTH OF THE CENTER OF ROAD 744, 10.8
 EB1821'FEET (3.3 M) SOUTH SOUTHWEST OF A POWER POLE N47/BS WITH THREE GUY
 EB1821'WIRES AND A TRANSFORMER, 50.7 FEET (15.5 M) NORTH NORTHEAST OF THE
 EB1821'NORTH END OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVE LEADING
 EB1821'TO A BRICK HOUSE NUMBER 1902, 12.4 FEET (3.8 M) EAST SOUTHEAST OF A
 EB1821'WITNESS POST.
 EB1821
 EB1821                          STATION RECOVERY (2004)
 EB1821
 EB1821'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1821'RECOVERED IN GOOD CONDITION.
 EB1821
 EB1821                          STATION RECOVERY (2005)
 EB1821
 EB1821'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1822 ***********************************************************************
 EB1822  DESIGNATION -  34 034
 EB1822  PID         -  EB1822
 EB1822  STATE/COUNTY-  SC/MARION
 EB1822  USGS QUAD   -  NICHOLS (1980)
 EB1822
 EB1822                         *CURRENT SURVEY CONTROL
 EB1822  ___________________________________________________________________
 EB1822* NAD 83(1986)-  34 09 29.     (N)    079 14 48.     (W)     SCALED    
 EB1822* NAVD 88     -        29.541  (meters)      96.92   (feet)  ADJUSTED  
 EB1822  ___________________________________________________________________
 EB1822  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 EB1822  DYNAMIC HT  -          29.512 (meters)      96.82  (feet)  COMP
 EB1822  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 EB1822
 EB1822  VERT ORDER  -  FIRST     CLASS II
 EB1822
 EB1822.The horizontal coordinates were scaled from a topographic map and have
 EB1822.an estimated accuracy of +/- 6 seconds.
 EB1822
 EB1822.The orthometric height was determined by differential leveling
 EB1822.and adjusted by the National Geodetic Survey in June 1991..
 EB1822
 EB1822.The geoid height was determined by GEOID03.
 EB1822
 EB1822.The dynamic height is computed by dividing the NAVD 88
 EB1822.geopotential number by the normal gravity value computed on the
 EB1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1822.degrees latitude (g = 980.6199 gals.).
 EB1822
 EB1822.The modeled gravity was interpolated from observed gravity values.
 EB1822
 EB1822;                    North         East    Units  Estimated Accuracy
 EB1822;SPC SC       -   259,180.      771,250.      MT  (+/- 180 meters Scaled)
 EB1822
 EB1822                          SUPERSEDED SURVEY CONTROL
 EB1822
 EB1822  NGVD 29 (03/21/89)   29.848  (m)           97.93   (f) ADJUSTED    1 2
 EB1822
 EB1822.Superseded values are not recommended for survey control.
 EB1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1822.See file dsdata.txt to determine how the superseded data were derived.
 EB1822
 EB1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT616810(NAD 83)
 EB1822_MARKER: DD = SURVEY DISK
 EB1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1822_SP_SET: CONCRETE POST
 EB1822_STAMPING: VERT 34 034 1986
 EB1822_MARK LOGO: SCGS  
 EB1822_PROJECTION: RECESSED 3 CENTIMETERS
 EB1822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1822+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB1822
 EB1822  HISTORY     - Date     Condition        Report By
 EB1822  HISTORY     - 1986     MONUMENTED       SCGS
 EB1822  HISTORY     - 20010920 GOOD             SCGS
 EB1822  HISTORY     - 20040812 GOOD             USPSQD
 EB1822  HISTORY     - 20051115 GOOD             USPSQD
 EB1822
 EB1822                          STATION DESCRIPTION
 EB1822
 EB1822'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1822'4.7 KM (2.9 MI) SSE FROM MULLINS.
 EB1822'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1822'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1822'HIGHWAY 917 IN MULLINS, SET NEAR A POWER POLE IN THE FRONT YARD OF THE
 EB1822'GAPWAY BAPTIST CHURCH, 2.25 METERS (7.4 FT) EAST NORTHEAST OF THE
 EB1822'POWER POLE WITH TWO TRANSFOMERS, 7.78 METERS (25.5 FT) NORTH OF THE
 EB1822'CENTER OF A SAND ROAD LEADING EAST, 14.85 METERS (48.7 FT) EAST OF THE
 EB1822'CENTER OF THE HIGHWAY, 18.05 METERS (59.2 FT) SOUTHWEST OF THE
 EB1822'SOUTHWEST CORNER OF THE MAIN PORTION OF THE CHURCH, 20.4 METERS (66.9
 EB1822'FT) WEST OF A 12-INCH CHERRY TREE.
 EB1822'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1822
 EB1822                          STATION RECOVERY (2001)
 EB1822
 EB1822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1822'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTH OF MULLINS, 8.9 MILES
 EB1822'(14.3 KM) EAST OF MARION.  OWNERSHIP--GAPWAY BAPTIST CHURCH, 5502 H
 EB1822'WADE COURT, MULLINS, SC 29574, PHONE 843-464-7621.  TO REACH THE
 EB1822'STATION FROM THE WESTERN JUNCTION OF STATE HIGHWAYS 917, 41 (SOUTH
 EB1822'MAIN STREET) AND U.S.  HIGHWAY 76 (MCKINTYRE STREET) IN MULLINS, GO
 EB1822'SOUTH ON HIGHWAY 41 FOR 3.0 MILES (4.8 KM) TO THE STATION NEAR A POWER
 EB1822'POLE ON THE LEFT IN THE NORTHEAST ANGLE OF A PAVED PARKING AREA (H
 EB1822'WADE COURT) FOR THE GAPWAY BAPTIST CHURCH.  STATION IS A CONCRETE POST
 EB1822'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 27.7 FEET (8.4
 EB1822'M) SOUTH OF THE SOUTHEAST CORNER OF A BRICK SIGN FOR THE CHURCH, 48.6
 EB1822'FEET (14.8 M) EAST OF THE CENTER OF THE HIGHWAY, 11.0 FEET (3.4 M)
 EB1822'SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 71, 7.7 FEET (2.3 M) EAST
 EB1822'NORTHEAST OF THE POWER POLE P68/BS WITH TWO TRANSFORMERS AND A
 EB1822'SECURITY LIGHT, 65.7 FEET (20.0 M) WEST OF THE SOUTHWEST CORNER OF A
 EB1822'GRANITE MARKER OF THE SOUTHWEST CORNER OF THE SHELLEY BURIAL PLOT, 6.0
 EB1822'FEET (1.8 M) NORTH OF A WITNESS POST.
 EB1822
 EB1822                          STATION RECOVERY (2004)
 EB1822
 EB1822'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1822'RECOVERED IN GOOD CONDITION.
 EB1822
 EB1822                          STATION RECOVERY (2005)
 EB1822
 EB1822'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1829 ***********************************************************************
 EB1829  DESIGNATION -  34 035
 EB1829  PID         -  EB1829
 EB1829  STATE/COUNTY-  SC/MARION
 EB1829  USGS QUAD   -  MULLINS (1981)
 EB1829
 EB1829                         *CURRENT SURVEY CONTROL
 EB1829  ___________________________________________________________________
 EB1829* NAD 83(1986)-  34 08 14.     (N)    079 15 50.     (W)     SCALED    
 EB1829* NAVD 88     -        24.775  (meters)      81.28   (feet)  ADJUSTED  
 EB1829  ___________________________________________________________________
 EB1829  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 EB1829  DYNAMIC HT  -          24.750 (meters)      81.20  (feet)  COMP
 EB1829  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 EB1829
 EB1829  VERT ORDER  -  FIRST     CLASS II
 EB1829
 EB1829.The horizontal coordinates were scaled from a topographic map and have
 EB1829.an estimated accuracy of +/- 6 seconds.
 EB1829
 EB1829.The orthometric height was determined by differential leveling
 EB1829.and adjusted by the National Geodetic Survey in June 1991..
 EB1829
 EB1829.The geoid height was determined by GEOID03.
 EB1829
 EB1829.The dynamic height is computed by dividing the NAVD 88
 EB1829.geopotential number by the normal gravity value computed on the
 EB1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1829.degrees latitude (g = 980.6199 gals.).
 EB1829
 EB1829.The modeled gravity was interpolated from observed gravity values.
 EB1829
 EB1829;                    North         East    Units  Estimated Accuracy
 EB1829;SPC SC       -   256,840.      769,700.      MT  (+/- 180 meters Scaled)
 EB1829
 EB1829                          SUPERSEDED SURVEY CONTROL
 EB1829
 EB1829  NGVD 29 (03/21/89)   25.082  (m)           82.29   (f) ADJUSTED    1 2
 EB1829
 EB1829.Superseded values are not recommended for survey control.
 EB1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1829.See file dsdata.txt to determine how the superseded data were derived.
 EB1829
 EB1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT600787(NAD 83)
 EB1829_MARKER: DD = SURVEY DISK
 EB1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1829_SP_SET: CONCRETE POST
 EB1829_STAMPING: VERT 34 035 1986
 EB1829_MARK LOGO: SCGS  
 EB1829_PROJECTION: RECESSED 9 CENTIMETERS
 EB1829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1829+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EB1829
 EB1829  HISTORY     - Date     Condition        Report By
 EB1829  HISTORY     - 1986     MONUMENTED       SCGS
 EB1829  HISTORY     - 20010925 GOOD             SCGS
 EB1829  HISTORY     - 20040812 GOOD             USPSQD
 EB1829  HISTORY     - 20051115 GOOD             USPSQD
 EB1829
 EB1829                          STATION DESCRIPTION
 EB1829
 EB1829'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1829'7.1 KM (4.4 MI) SSW FROM MULLINS.
 EB1829'7.7 KM (4.8 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1829'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1829'HIGHWAY 917 IN MULLINS, SET IN THE WEST ANGLE OF A SAND DRIVEWAY
 EB1829'LEADING NORTHWEST BETWEEN TWO BRICK HOUSES, 16.25 METERS (53.3 FT)
 EB1829'NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.8 METERS (22.3 FT) SOUTHWEST
 EB1829'OF THE CENTER OF THE DRIVEWAY, 41.1 METERS (134.8 FT) SOUTH OF THE
 EB1829'SOUTH CORNER OF THE NORTHEAST HOUSE, 37.82 METERS (124.1 FT) EAST
 EB1829'SOUTHEAST OF THE EAST CORNER OF THE SOUTHWEST HOUSE.
 EB1829'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1829
 EB1829                          STATION RECOVERY (2001)
 EB1829
 EB1829'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1829'STATION IS LOCATED 4.7 MILES (7.6 KM) SOUTH OF MULLINS, 8.3 MILES
 EB1829'(13.4 KM) EAST SOUTHEAST OF MARION.  OWNERSHIP--CLYDE AND BILL SMITH,
 EB1829'2971 HIGHWAY 41 SOUTH, MULLINS, SC 29574.  TO REACH THE STATION FROM
 EB1829'THE WESTERN JUNCTION OF STATE HIGHWAYS 917, 41 (SOUTH MAIN STREET) AND
 EB1829'U.S.  HIGHWAY 76 (MCKINTYRE STREET) IN MULLINS, GO SOUTH ON HIGHWAY 41
 EB1829'FOR 4.75 MILES (7.64 KM) TO THE STATION ON THE RIGHT IN THE NORTHWEST
 EB1829'ANGLE OF A SHARED DRIVEWAY LEADING TO BRICK HOUSES NUMBER 2969 AND
 EB1829'2971.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 1.0
 EB1829'FOOT (0.3 M) ABOVE THE HIGHWAY, 22.7 FEET (6.9 M) SOUTHWEST OF THE
 EB1829'DRIVEWAY, 117.5 FEET (35.8 M) SOUTH OF THE SOUTH CORNER OF THE COVERED
 EB1829'BRICK CARPORT OF HOUSE 2969, 134.4 FEET (41.0 M) EAST SOUTHEAST OF THE
 EB1829'EAST CORNER OF BRICK HOUSE NUMBER 2971, 53.2 FEET (16.2 M) NORTH
 EB1829'NORTHWEST OF THE CENTER OF THE HIGHWAY, 26.6 FEET (8.1 M) NORTHWEST OF
 EB1829'THE SOUTHWEST END OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EB1829'DRIVEWAY.
 EB1829
 EB1829                          STATION RECOVERY (2004)
 EB1829
 EB1829'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1829'RECOVERED IN GOOD CONDITION.
 EB1829
 EB1829                          STATION RECOVERY (2005)
 EB1829
 EB1829'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1836 ***********************************************************************
 EB1836  DESIGNATION -  34 036
 EB1836  PID         -  EB1836
 EB1836  STATE/COUNTY-  SC/MARION
 EB1836  USGS QUAD   -  CENTENARY (1947)
 EB1836
 EB1836                         *CURRENT SURVEY CONTROL
 EB1836  ___________________________________________________________________
 EB1836* NAD 83(1986)-  34 07 12.     (N)    079 16 46.     (W)     SCALED    
 EB1836* NAVD 88     -        25.949  (meters)      85.13   (feet)  ADJUSTED  
 EB1836  ___________________________________________________________________
 EB1836  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 EB1836  DYNAMIC HT  -          25.923 (meters)      85.05  (feet)  COMP
 EB1836  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 EB1836
 EB1836  VERT ORDER  -  FIRST     CLASS II
 EB1836
 EB1836.The horizontal coordinates were scaled from a topographic map and have
 EB1836.an estimated accuracy of +/- 6 seconds.
 EB1836
 EB1836.The orthometric height was determined by differential leveling
 EB1836.and adjusted by the National Geodetic Survey in June 1991..
 EB1836
 EB1836.The geoid height was determined by GEOID03.
 EB1836
 EB1836.The dynamic height is computed by dividing the NAVD 88
 EB1836.geopotential number by the normal gravity value computed on the
 EB1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1836.degrees latitude (g = 980.6199 gals.).
 EB1836
 EB1836.The modeled gravity was interpolated from observed gravity values.
 EB1836
 EB1836;                    North         East    Units  Estimated Accuracy
 EB1836;SPC SC       -   254,900.      768,290.      MT  (+/- 180 meters Scaled)
 EB1836
 EB1836                          SUPERSEDED SURVEY CONTROL
 EB1836
 EB1836  NGVD 29 (03/21/89)   26.256  (m)           86.14   (f) ADJUSTED    1 2
 EB1836
 EB1836.Superseded values are not recommended for survey control.
 EB1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1836.See file dsdata.txt to determine how the superseded data were derived.
 EB1836
 EB1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT586767(NAD 83)
 EB1836_MARKER: DD = SURVEY DISK
 EB1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1836_SP_SET: CONCRETE POST
 EB1836_STAMPING: VERT 34 036 1986
 EB1836_MARK LOGO: SCGS  
 EB1836_PROJECTION: FLUSH
 EB1836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1836+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 EB1836
 EB1836  HISTORY     - Date     Condition        Report By
 EB1836  HISTORY     - 1986     MONUMENTED       SCGS
 EB1836  HISTORY     - 20010925 GOOD             SCGS
 EB1836
 EB1836                          STATION DESCRIPTION
 EB1836
 EB1836'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1836'9.3 KM (5.8 MI) SSW FROM MULLINS.
 EB1836'10.1 KM (6.3 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1836'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1836'HIGHWAY 917 IN MULLINS, SET NEAR A PECAN TREE IN THE FRONT YARD OF A
 EB1836'BRICK HOUSE, 4.55 METERS (14.9 FT) SOUTHEAST OF THE 16-INCH PECAN
 EB1836'TREE, 7.8 METERS (25.6 FT) NORTHEAST OF THE CENTER OF THE DRIVEWAY TO
 EB1836'THE HOUSE, 22.31 METERS (73.2 FT) SOUTH SOUTHEAST OF THE SOUTH
 EB1836'SOUTHEAST CORNER OF THE GARAGE OF THE HOUSE, 45.08 METERS (147.9 FT)
 EB1836'NORTHWEST OF THE CENTER OF THE HIGHWAY.
 EB1836'THE MARK IS 0.50 M ABOVE THE HIGHWAY.
 EB1836
 EB1836                          STATION RECOVERY (2001)
 EB1836
 EB1836'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1836'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTH SOUTHWEST OF MULLINS, 8.0
 EB1836'MILES (12.9 KM) EAST SOUTHEAST OF MARION.  OWNERSHIP--MR.  GASQUE,
 EB1836'3349 HIGHWAY 41 SOUTH, MULLINS, SC 29574.  TO REACH THE STATION FROM
 EB1836'THE JUNCTION OVERPASS OF STATE HIGHWAY 41 AND U.S.  HIGHWAY 501 (ARIEL
 EB1836'CROSSROADS) , 7.9 MILES (12.7 KM) NORTHWEST OF AYNOR, GO NORTHEAST ON
 EB1836'HIGHWAY 41 FOR 3.4 MILES (5.5 KM) TO THE STATION ON THE LEFT NEAR A
 EB1836'PECAN TREE IN THE FRONT YARD OF THE BRICK HOUSE NUMBER 3349.  STATION
 EB1836'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 2.5 FEET (0.8 M)
 EB1836'ABOVE THE HIGHWAY, 24.7 FEET (7.5 M) NORTHEAST OF THE CENTER OF A SAND
 EB1836'DRIVEWAY LEADING TO THE HOUSE, 73.0 FEET (22.3 M) SOUTH SOUTHEAST OF
 EB1836'THE SOUTHEAST CORNER OF A COVERED BRICK CARPORT FOR THE HOUSE, 14.9
 EB1836'FEET (4.5 M) SOUTHEAST OF THE 1.6-FOOT PECAN TREE, 147.2 FEET (44.9 M)
 EB1836'NORTHWEST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1837 ***********************************************************************
 EB1837  DESIGNATION -  34 037
 EB1837  PID         -  EB1837
 EB1837  STATE/COUNTY-  SC/MARION
 EB1837  USGS QUAD   -  CENTENARY (1947)
 EB1837
 EB1837                         *CURRENT SURVEY CONTROL
 EB1837  ___________________________________________________________________
 EB1837* NAD 83(1986)-  34 06 49.     (N)    079 17 03.     (W)     SCALED    
 EB1837* NAVD 88     -        26.445  (meters)      86.76   (feet)  ADJUSTED  
 EB1837  ___________________________________________________________________
 EB1837  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 EB1837  DYNAMIC HT  -          26.419 (meters)      86.68  (feet)  COMP
 EB1837  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 EB1837
 EB1837  VERT ORDER  -  FIRST     CLASS II
 EB1837
 EB1837.The horizontal coordinates were scaled from a topographic map and have
 EB1837.an estimated accuracy of +/- 6 seconds.
 EB1837
 EB1837.The orthometric height was determined by differential leveling
 EB1837.and adjusted by the National Geodetic Survey in June 1991..
 EB1837
 EB1837.The geoid height was determined by GEOID03.
 EB1837
 EB1837.The dynamic height is computed by dividing the NAVD 88
 EB1837.geopotential number by the normal gravity value computed on the
 EB1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1837.degrees latitude (g = 980.6199 gals.).
 EB1837
 EB1837.The modeled gravity was interpolated from observed gravity values.
 EB1837
 EB1837;                    North         East    Units  Estimated Accuracy
 EB1837;SPC SC       -   254,190.      767,870.      MT  (+/- 180 meters Scaled)
 EB1837
 EB1837                          SUPERSEDED SURVEY CONTROL
 EB1837
 EB1837  NGVD 29 (03/21/89)   26.753  (m)           87.77   (f) ADJUSTED    1 2
 EB1837
 EB1837.Superseded values are not recommended for survey control.
 EB1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1837.See file dsdata.txt to determine how the superseded data were derived.
 EB1837
 EB1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT582760(NAD 83)
 EB1837_MARKER: DD = SURVEY DISK
 EB1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1837_SP_SET: CONCRETE POST
 EB1837_STAMPING: VERT 34 037 1986
 EB1837_MARK LOGO: SCGS  
 EB1837_PROJECTION: FLUSH
 EB1837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1837+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 EB1837
 EB1837  HISTORY     - Date     Condition        Report By
 EB1837  HISTORY     - 1986     MONUMENTED       SCGS
 EB1837  HISTORY     - 20010925 GOOD             SCGS
 EB1837
 EB1837                          STATION DESCRIPTION
 EB1837
 EB1837'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1837'10.1 KM (6.3 MI) SSW FROM MULLINS.
 EB1837'10.9 KM (6.8 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1837'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1837'HIGHWAY 917 IN MULLINS, SET NEAR A CHAIN LINK FENCE CORNER AT THE
 EB1837'ENTRANCE DRIVEWAY TO A BRICK HOUSE, 0.1 KM (0.05 MI) NORTHEAST OF THE
 EB1837'JUNCTION OF STATE ROAD 39, 14.82 METERS (48.6 FT) SOUTHEAST OF THE
 EB1837'CENTER OF THE HIGHWAY, 6.2 METERS (20.3 FT) NORTHEAST OF THE CENTER
 EB1837'THE DRIVEWAY, 9.7 METERS (31.8 FT) WEST NORTHWEST OF AN 18-INCH CEDAR
 EB1837'TREE, 12.02 METERS (39.4 FT) WEST OF THE WEST CORNER OF THE HOUSE,
 EB1837'17.08 METERS (56.0 FT) NORTH NORTHWEST OF A POWER POLE WITH GUY WIRE,
 EB1837'4.96 METERS (16.3 FT) SOUTH SOUTHEAST OF THE WEST CORNER OF THE FENCE.
 EB1837'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1837
 EB1837                          STATION RECOVERY (2001)
 EB1837
 EB1837'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1837'STATION IS LOCATED 6.5 MILES (10.5 KM) SOUTH SOUTHWEST OF MULLINS, 8.0
 EB1837'MILES (12.9 KM) EAST SOUTHEAST OF MARION.  OWNERSHIP--CATHY CAULDER,
 EB1837'3492 HIGHWAY 41 SOUTH, MULLINS, SC 29574.  TO REACH THE STATION FROM
 EB1837'THE JUNCTION OVERPASS OF STATE HIGHWAY 41 AND U.S.  HIGHWAY 501 (ARIEL
 EB1837'CROSSROADS) , 7.9 MILES (12.7 KM) NORTHWEST OF AYNOR, GO NORTHEAST ON
 EB1837'HIGHWAY 41 FOR 2.9 MILES (4.7 KM) TO THE STATION ON THE RIGHT IN THE
 EB1837'EAST ANGLE OF THE DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 3492.
 EB1837'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT
 EB1837'(15.2 CM) ABOVE THE HIGHWAY, 32.5 FEET (9.9 M) WEST OF THE WEST CORNER
 EB1837'OF THE COVERED PORCH OF THE HOUSE, 32.1 FEET (9.8 M) WEST NORTHWEST OF
 EB1837'A 2.0-FOOT CEDAR TREE, 41.7 FEET (12.7 M) EAST NORTHEAST OF THE CENTER
 EB1837'OF AN OVAL WATER METER COVER, 56.1 FEET (17.1 M) NORTH OF A POWER POLE
 EB1837'NUMBER T93/BS, 16.3 FEET (5.0 M) SOUTH SOUTHEAST OF THE WEST CORNER OF
 EB1837'A JOGGED 4-FOOT CHAIN LINK FENCE CORNER, 48.6 FEET (14.8 M) SOUTHEAST
 EB1837'OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1838 ***********************************************************************
 EB1838  DESIGNATION -  34 038
 EB1838  PID         -  EB1838
 EB1838  STATE/COUNTY-  SC/MARION
 EB1838  USGS QUAD   -  CENTENARY (1947)
 EB1838
 EB1838                         *CURRENT SURVEY CONTROL
 EB1838  ___________________________________________________________________
 EB1838* NAD 83(1986)-  34 06 03.     (N)    079 17 36.     (W)     SCALED    
 EB1838* NAVD 88     -        27.768  (meters)      91.10   (feet)  ADJUSTED  
 EB1838  ___________________________________________________________________
 EB1838  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 EB1838  DYNAMIC HT  -          27.741 (meters)      91.01  (feet)  COMP
 EB1838  MODELED GRAV-     979,649.2   (mgal)                       NAVD 88
 EB1838
 EB1838  VERT ORDER  -  FIRST     CLASS II
 EB1838
 EB1838.The horizontal coordinates were scaled from a topographic map and have
 EB1838.an estimated accuracy of +/- 6 seconds.
 EB1838
 EB1838.The orthometric height was determined by differential leveling
 EB1838.and adjusted by the National Geodetic Survey in June 1991..
 EB1838
 EB1838.The geoid height was determined by GEOID03.
 EB1838
 EB1838.The dynamic height is computed by dividing the NAVD 88
 EB1838.geopotential number by the normal gravity value computed on the
 EB1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1838.degrees latitude (g = 980.6199 gals.).
 EB1838
 EB1838.The modeled gravity was interpolated from observed gravity values.
 EB1838
 EB1838;                    North         East    Units  Estimated Accuracy
 EB1838;SPC SC       -   252,760.      767,050.      MT  (+/- 180 meters Scaled)
 EB1838
 EB1838                          SUPERSEDED SURVEY CONTROL
 EB1838
 EB1838  NGVD 29 (03/21/89)   28.075  (m)           92.11   (f) ADJUSTED    1 2
 EB1838
 EB1838.Superseded values are not recommended for survey control.
 EB1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1838.See file dsdata.txt to determine how the superseded data were derived.
 EB1838
 EB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT574746(NAD 83)
 EB1838_MARKER: DD = SURVEY DISK
 EB1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1838_SP_SET: CONCRETE POST
 EB1838_STAMPING: VERT 34 038 1986
 EB1838_MARK LOGO: SCGS  
 EB1838_PROJECTION: FLUSH
 EB1838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1838+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 EB1838
 EB1838  HISTORY     - Date     Condition        Report By
 EB1838  HISTORY     - 1986     MONUMENTED       SCGS
 EB1838  HISTORY     - 20010925 GOOD             SCGS
 EB1838
 EB1838                          STATION DESCRIPTION
 EB1838
 EB1838'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1838'11.6 KM (7.2 MI) SSW FROM MULLINS.
 EB1838'12.65 KM (7.85 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN
 EB1838'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET)
 EB1838'AND STATE HIGHWAY 917 IN MULLINS, SET NEAR A POWER POLE IN THE EAST
 EB1838'CORNER OF THE YARD OF A BRICK HOUSE WITH A CARPORT ATTACHED, 0.55 KM
 EB1838'(0.35 MI) NORTH NORTHEAST OF THE JUNCTION OF STATE ROAD 32 LEADING TO
 EB1838'RAINS, 3.25 METERS (10.7 FT) WEST NORTHWEST OF THE POWER POLE NUMBER
 EB1838'105 WITH GUY WIRE, 14.8 METERS (48.6 FT) WEST NORTHWEST OF THE CENTER
 EB1838'OF THE HIGHWAY, 27.51 METERS (90.3 FT) EAST OF THE EAST CORNER OF THE
 EB1838'HOUSE, 37.58 METERS (123.3 FT) NORTHEAST OF THE CENTER OF THE DRIVEWAY
 EB1838'TO THE HOUSE, 16.15 METERS (53.0 FT) SOUTH SOUTHWEST OF THE CENTER OF
 EB1838'A FIELD ACCESS ROAD, 21.91 METERS (71.9 FT) EAST NORTHEAST OF A
 EB1838'13-INCH MAGNOLIA TREE.
 EB1838'THE MARK IS 3.45 METERS  WNW FROM  A WITNESS POST
 EB1838'THE MARK IS 0.1 M BELOW THE HIGHWAY.
 EB1838
 EB1838                          STATION RECOVERY (2001)
 EB1838
 EB1838'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1838'STATION IS LOCATED 7.5 MILES (12.1 KM) SOUTH SOUTHWEST OF MULLINS, 8.1
 EB1838'MILES (13.0 KM) SOUTHEAST OF MARION.  OWNERSHIP--KEITH ATKINSON, 4051
 EB1838'HIGHWAY 41 SOUTH, MULLINS, SC 29574.  TO REACH THE STATION FROM THE
 EB1838'JUNCTION OVERPASS OF STATE HIGHWAY 41 AND U.S.  HIGHWAY 501 (ARIEL
 EB1838'CROSSROADS) , 7.9 MILES (12.7 KM) NORTHWEST OF AYNOR, GO NORTHEAST ON
 EB1838'HIGHWAY 41 FOR 1.85 MILES (2.98 KM) TO THE STATION ON THE LEFT NEAR A
 EB1838'POWER POLE IN THE FRONT YARD OF A BRICK HOUSE NUMBER 4051.  STATION IS
 EB1838'A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 EB1838'HIGHWAY, 48.7 FEET (14.8 M) WEST NORTHWEST OF THE CENTER OF THE
 EB1838'HIGHWAY, 11.1 FEET (3.4 M) NORTHWEST OF THE POWER POLE 105/X8/BS WITH
 EB1838'GUY WIRE, 18.7 FEET (5.7 M) NORTH NORTHEAST OF A 2.0-FOOT PINE TREE IN
 EB1838'THE EAST CORNER OF THE YARD, 90.3 FEET (27.5 M) EAST OF THE EAST
 EB1838'CORNER OF THE HOUSE, 11.6 FEET (3.5 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1839 ***********************************************************************
 EB1839  DESIGNATION -  34 039
 EB1839  PID         -  EB1839
 EB1839  STATE/COUNTY-  SC/MARION
 EB1839  USGS QUAD   -  CENTENARY (1947)
 EB1839
 EB1839                         *CURRENT SURVEY CONTROL
 EB1839  ___________________________________________________________________
 EB1839* NAD 83(1986)-  34 05 26.     (N)    079 17 55.     (W)     SCALED    
 EB1839* NAVD 88     -        29.053  (meters)      95.32   (feet)  ADJUSTED  
 EB1839  ___________________________________________________________________
 EB1839  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 EB1839  DYNAMIC HT  -          29.024 (meters)      95.22  (feet)  COMP
 EB1839  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 EB1839
 EB1839  VERT ORDER  -  FIRST     CLASS II
 EB1839
 EB1839.The horizontal coordinates were scaled from a topographic map and have
 EB1839.an estimated accuracy of +/- 6 seconds.
 EB1839
 EB1839.The orthometric height was determined by differential leveling
 EB1839.and adjusted by the National Geodetic Survey in June 1991..
 EB1839
 EB1839.The geoid height was determined by GEOID03.
 EB1839
 EB1839.The dynamic height is computed by dividing the NAVD 88
 EB1839.geopotential number by the normal gravity value computed on the
 EB1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1839.degrees latitude (g = 980.6199 gals.).
 EB1839
 EB1839.The modeled gravity was interpolated from observed gravity values.
 EB1839
 EB1839;                    North         East    Units  Estimated Accuracy
 EB1839;SPC SC       -   251,610.      766,580.      MT  (+/- 180 meters Scaled)
 EB1839
 EB1839                          SUPERSEDED SURVEY CONTROL
 EB1839
 EB1839  NGVD 29 (03/21/89)   29.360  (m)           96.33   (f) ADJUSTED    1 2
 EB1839
 EB1839.Superseded values are not recommended for survey control.
 EB1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1839.See file dsdata.txt to determine how the superseded data were derived.
 EB1839
 EB1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT569735(NAD 83)
 EB1839_MARKER: DD = SURVEY DISK
 EB1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1839_SP_SET: CONCRETE POST
 EB1839_STAMPING: VERT 34 039 1986
 EB1839_MARK LOGO: SCGS  
 EB1839_PROJECTION: FLUSH
 EB1839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1839+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2001
 EB1839
 EB1839  HISTORY     - Date     Condition        Report By
 EB1839  HISTORY     - 1986     MONUMENTED       SCGS
 EB1839  HISTORY     - 20010926 GOOD             SCGS
 EB1839
 EB1839                          STATION DESCRIPTION
 EB1839
 EB1839'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1839'12.9 KM (8.0 MI) SSW FROM MULLINS.
 EB1839'13.9 KM (8.65 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1839'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1839'HIGHWAY 917 IN MULLINS, SET NEAR A POWER POLE IN THE YARD OF A BRICK
 EB1839'HOUSE AT A CURVE IN THE HIGHWAY, 0.6 KM (0.4 MI) SOUTH SOUTHWEST OF
 EB1839'THE JUNCTION OF STATE ROAD 32 LEADING TO RAINS, 33.66 METERS (110.4
 EB1839'FT) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 17.09 METERS
 EB1839'(56.1 FT) SOUTH SOUTHWEST OF THE SOUTH SOUTHEAST CORNER OF THE HOUSE,
 EB1839'24.25 METERS (79.6 FT) NORTHWEST OF A 30-INCH ELM TREE, 2.02 METERS
 EB1839'(6.6 FT) WEST NORTHWEST OF THE POWER POLE WITH SECURITY LIGHT,
 EB1839'14.77 METERS (48.5 FT) SOUTHEAST OF A 38-INCH PECAN TREE.
 EB1839'THE MARK IS 2.16 METERS  WNW FROM  A WITNESS POST
 EB1839'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 EB1839
 EB1839                          STATION RECOVERY (2001)
 EB1839
 EB1839'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1839'STATION IS LOCATED 8.3 MILES (13.4 KM) SOUTH SOUTHWEST OF MULLINS, 8.4
 EB1839'MILES (13.5 KM) SOUTHEAST OF MARION.  OWNERSHIP--FRANCIS COOK, 4309
 EB1839'HIGHWAY 41 SOUTH, MULLINS, SC 29574, PHONE 843-423-3660.  TO REACH THE
 EB1839'STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 41 AND U.S.
 EB1839'HIGHWAY 501 (ARIEL CROSSROADS) , 7.9 MILES (12.7 KM) NORTHWEST OF
 EB1839'AYNOR, GO NORTHEAST ON HIGHWAY 41 FOR 1.1 MILES (1.8 KM) TO THE
 EB1839'STATION ON THE LEFT NEAR A POWER POLE IN THE SIDE YARD OF A BRICK
 EB1839'HOUSE NUMBER 4309.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 EB1839'CM) AND 2.0 FEET (0.6 M) BELOW THE HIGHWAY, 6.7 FEET (2.0 M) WEST
 EB1839'NORTHWEST OF THE POWER POLE X82/BS WITH A SECURITY LIGHT AND A HOUSE
 EB1839'SERVICE LINE, 110.1 FEET (33.6 M) WEST NORTHWEST OF THE CENTER OF THE
 EB1839'HIGHWAY, 79.7 FEET (24.3 M) NORTHWEST OF A 3.0-FOOT ELM TREE, 41.9
 EB1839'FEET (12.8 M) SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE COVERED BRICK
 EB1839'CARPORT OF THE HOUSE, 49.9 FEET (15.2 M) SOUTH OF THE WEST CORNER OF
 EB1839'THE BRICK LAUNDRY ROOM OF THE HOUSE, 7.2 FEET (2.2 M) WEST NORTHWEST
 EB1839'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1843 ***********************************************************************
 EB1843  DESIGNATION -  34 040
 EB1843  PID         -  EB1843
 EB1843  STATE/COUNTY-  SC/MARION
 EB1843  USGS QUAD   -  CENTENARY (1947)
 EB1843
 EB1843                         *CURRENT SURVEY CONTROL
 EB1843  ___________________________________________________________________
 EB1843* NAD 83(1986)-  34 03 53.     (N)    079 18 38.     (W)     SCALED    
 EB1843* NAVD 88     -        24.069  (meters)      78.97   (feet)  ADJUSTED  
 EB1843  ___________________________________________________________________
 EB1843  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 EB1843  DYNAMIC HT  -          24.045 (meters)      78.89  (feet)  COMP
 EB1843  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 EB1843
 EB1843  VERT ORDER  -  FIRST     CLASS II
 EB1843
 EB1843.The horizontal coordinates were scaled from a topographic map and have
 EB1843.an estimated accuracy of +/- 6 seconds.
 EB1843
 EB1843.The orthometric height was determined by differential leveling
 EB1843.and adjusted by the National Geodetic Survey in June 1991..
 EB1843
 EB1843.The geoid height was determined by GEOID03.
 EB1843
 EB1843.The dynamic height is computed by dividing the NAVD 88
 EB1843.geopotential number by the normal gravity value computed on the
 EB1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1843.degrees latitude (g = 980.6199 gals.).
 EB1843
 EB1843.The modeled gravity was interpolated from observed gravity values.
 EB1843
 EB1843;                    North         East    Units  Estimated Accuracy
 EB1843;SPC SC       -   248,730.      765,530.      MT  (+/- 180 meters Scaled)
 EB1843
 EB1843                          SUPERSEDED SURVEY CONTROL
 EB1843
 EB1843  NGVD 29 (03/21/89)   24.376  (m)           79.97   (f) ADJUSTED    1 2
 EB1843
 EB1843.Superseded values are not recommended for survey control.
 EB1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1843.See file dsdata.txt to determine how the superseded data were derived.
 EB1843
 EB1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT559706(NAD 83)
 EB1843_MARKER: DD = SURVEY DISK
 EB1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1843_SP_SET: CONCRETE POST
 EB1843_STAMPING: VERT 34 040 1986
 EB1843_MARK LOGO: SCGS  
 EB1843_PROJECTION: RECESSED 1 CENTIMETERS
 EB1843_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1843+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB1843
 EB1843  HISTORY     - Date     Condition        Report By
 EB1843  HISTORY     - 1986     MONUMENTED       SCGS
 EB1843  HISTORY     - 20011002 GOOD             SCGS
 EB1843
 EB1843                          STATION DESCRIPTION
 EB1843
 EB1843'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1843'15.9 KM (9.9 MI) SSW FROM MULLINS.
 EB1843'17.0 KM (10.6 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1843'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1843'HIGHWAY 917 IN MULLINS, SET NEAR THE NORTHEAST SIDE ENTRANCE TO THE
 EB1843'SAINT JAMES A.M.E. CHURCH, 32.99 METERS (108.2 FT) NORTHWEST OF THE
 EB1843'CENTER OF THE HIGHWAY, 20.57 METERS (67.5 FT) WEST SOUTHWEST OF A
 EB1843'POWER POLE CM62 WITH GUY WIRE, 9.45 METERS (31.0 FT) NORTH NORTHWEST
 EB1843'OF THE EAST CORNER OF THE CHURCH, 22.42 METERS (73.6 FT) SOUTH
 EB1843'SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE BLOCK BUILDING, 0.57 METER
 EB1843'(1.9 FT) NORTHEAST OF THE NORTHEAST SIDE OF THE BRICK STEPS OF THE
 EB1843'SIDE ENTRANCE.
 EB1843'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 EB1843
 EB1843                          STATION RECOVERY (2001)
 EB1843
 EB1843'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1843'STATION IS LOCATED 7.8 MILES (12.6 KM) NORTHWEST OF AYNOR, 9.35 MILES
 EB1843'(15.05 KM) SOUTHEAST OF MARION.  OWNERSHIP--SAINT JAMES A.M.E. CHURCH,
 EB1843'5333 HIGHWAY 41 SOUTH, CENTENARY, SC 29571, PHONE 843-423-3832.  TO
 EB1843'REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 41 AND
 EB1843'U.S.  HIGHWAY 501 (ARIEL CROSSROADS) , 7.9 MILES (12.7 KM) NORTHWEST
 EB1843'OF AYNOR, GO SOUTH SOUTHWEST ON HIGHWAY 41 FOR 0.9 MILE (1.4 KM) TO
 EB1843'THE STATION ON THE RIGHT NEAR A CONCRETE RAMP ON THE NORTH SIDE OF THE
 EB1843'SAINT JAMES A.M.E.  CHURCH.  STATION IS A CONCRETE POST RECESSED 0.2
 EB1843'FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 2.5 FEET (0.8 M) SOUTH OF
 EB1843'THE EAST CORNER OF THE CHURCH, 1.5 FEET (0.5 M) NORTHEAST OF THE FACE
 EB1843'OF THE CONCRETE RAMP AT ITS TOP, 67.8 FEET (20.7 M) WEST SOUTHWEST OF
 EB1843'A POWER POLE XCM62 WITH A SECURITY LIGHT AND GUY WIRE, 109.0 FEET
 EB1843'(33.2 M) NORTHWEST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1844 ***********************************************************************
 EB1844  DESIGNATION -  34 041
 EB1844  PID         -  EB1844
 EB1844  STATE/COUNTY-  SC/MARION
 EB1844  USGS QUAD   -  CENTENARY (1947)
 EB1844
 EB1844                         *CURRENT SURVEY CONTROL
 EB1844  ___________________________________________________________________
 EB1844* NAD 83(1986)-  34 03 03.     (N)    079 19 24.     (W)     SCALED    
 EB1844* NAVD 88     -        17.880  (meters)      58.66   (feet)  ADJUSTED  
 EB1844  ___________________________________________________________________
 EB1844  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 EB1844  DYNAMIC HT  -          17.862 (meters)      58.60  (feet)  COMP
 EB1844  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 EB1844
 EB1844  VERT ORDER  -  FIRST     CLASS II
 EB1844
 EB1844.The horizontal coordinates were scaled from a topographic map and have
 EB1844.an estimated accuracy of +/- 6 seconds.
 EB1844
 EB1844.The orthometric height was determined by differential leveling
 EB1844.and adjusted by the National Geodetic Survey in June 1991..
 EB1844
 EB1844.The geoid height was determined by GEOID03.
 EB1844
 EB1844.The dynamic height is computed by dividing the NAVD 88
 EB1844.geopotential number by the normal gravity value computed on the
 EB1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1844.degrees latitude (g = 980.6199 gals.).
 EB1844
 EB1844.The modeled gravity was interpolated from observed gravity values.
 EB1844
 EB1844;                    North         East    Units  Estimated Accuracy
 EB1844;SPC SC       -   247,170.      764,370.      MT  (+/- 180 meters Scaled)
 EB1844
 EB1844                          SUPERSEDED SURVEY CONTROL
 EB1844
 EB1844  NGVD 29 (03/21/89)   18.187  (m)           59.67   (f) ADJUSTED    1 2
 EB1844
 EB1844.Superseded values are not recommended for survey control.
 EB1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1844.See file dsdata.txt to determine how the superseded data were derived.
 EB1844
 EB1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT547690(NAD 83)
 EB1844_MARKER: DD = SURVEY DISK
 EB1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1844_SP_SET: CONCRETE POST
 EB1844_STAMPING: VERT 34 041 1986
 EB1844_MARK LOGO: SCGS  
 EB1844_PROJECTION: FLUSH
 EB1844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1844+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB1844
 EB1844  HISTORY     - Date     Condition        Report By
 EB1844  HISTORY     - 1986     MONUMENTED       SCGS
 EB1844  HISTORY     - 20011002 GOOD             SCGS
 EB1844
 EB1844                          STATION DESCRIPTION
 EB1844
 EB1844'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1844'17.8 KM (11.05 MI) SSW FROM MULLINS.
 EB1844'19.0 KM (11.8 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1844'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1844'HIGHWAY 917 IN MULLINS, SET NEAR A PECAN TREE (IN A ROW OF PECAN
 EB1844'TREES) IN THE EAST NORTHEAST ANGLE OF A SAND DRIVEWAY LEADING EAST
 EB1844'SOUTHEAST TO A WOODEN HOUSE, 1.68 METERS (5.5 FT) EAST OF THE 18-INCH
 EB1844'PECAN TREE, 8.57 METERS (28.1 FT) EAST SOUTHEAST OF THE CENTER OF THE
 EB1844'HIGHWAY, 5.4 METERS (17.7 FT) NORTH NORTHEAST OF THE CENTER OF THE
 EB1844'DRIVEWAY, 9.18 METERS (30.1 FT) NORTH NORTHEAST OF AN 18-INCH PECAN
 EB1844'TREE IN THE SOUTH SOUTHEAST ANGLE OF THE DRIVEWAY.
 EB1844'THE MARK IS 0.10 M ABOVE THE HIGHWAY.
 EB1844
 EB1844                          STATION RECOVERY (2001)
 EB1844
 EB1844'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1844'STATION IS LOCATED 7.9 MILES (12.7 KM) WEST NORTHWEST OF AYNOR, 9.8
 EB1844'MILES (15.8 KM) SOUTH SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR
 EB1844'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1844'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EB1844'STATE HIGHWAY 41 AND U.S.  HIGHWAY 501 (ARIEL CROSSROADS) , 7.9 MILES
 EB1844'(12.7 KM) NORTHWEST OF AYNOR, GO SOUTH SOUTHWEST ON HIGHWAY 41 FOR 2.1
 EB1844'MILES (3.4 KM) TO THE STATION ON THE LEFT IN THE EAST ANGLE OF A SAND
 EB1844'DRIVEWAY LEADING TO A WOODEN HOUSE NUMBER 6204.  STATION IS A CONCRETE
 EB1844'POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE
 EB1844'HIGHWAY, 16.8 FEET (5.1 M) NORTH NORTHEAST OF THE CENTER OF THE
 EB1844'DRIVEWAY, 28.3 FEET (8.6 M) EAST SOUTHEAST OF THE CENTER OF THE
 EB1844'HIGHWAY, 5.8 FEET (1.8 M) EAST OF A DOUBLE-TRUNKED 1.5-FOOT PECAN
 EB1844'TREE, 33.2 FEET (10.1 M) NORTH OF A METAL SOUTHERN BELL UNDERGROUND
 EB1844'CABLE WARNING POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1846 ***********************************************************************
 EB1846  DESIGNATION -  34 042
 EB1846  PID         -  EB1846
 EB1846  STATE/COUNTY-  SC/MARION
 EB1846  USGS QUAD   -  CENTENARY (1947)
 EB1846
 EB1846                         *CURRENT SURVEY CONTROL
 EB1846  ___________________________________________________________________
 EB1846* NAD 83(1986)-  34 02 22.     (N)    079 19 51.     (W)     SCALED    
 EB1846* NAVD 88     -        15.175  (meters)      49.79   (feet)  ADJUSTED  
 EB1846  ___________________________________________________________________
 EB1846  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 EB1846  DYNAMIC HT  -          15.160 (meters)      49.74  (feet)  COMP
 EB1846  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 EB1846
 EB1846  VERT ORDER  -  FIRST     CLASS II
 EB1846
 EB1846.The horizontal coordinates were scaled from a topographic map and have
 EB1846.an estimated accuracy of +/- 6 seconds.
 EB1846
 EB1846.The orthometric height was determined by differential leveling
 EB1846.and adjusted by the National Geodetic Survey in June 1991..
 EB1846
 EB1846.The geoid height was determined by GEOID03.
 EB1846
 EB1846.The dynamic height is computed by dividing the NAVD 88
 EB1846.geopotential number by the normal gravity value computed on the
 EB1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1846.degrees latitude (g = 980.6199 gals.).
 EB1846
 EB1846.The modeled gravity was interpolated from observed gravity values.
 EB1846
 EB1846;                    North         East    Units  Estimated Accuracy
 EB1846;SPC SC       -   245,890.      763,700.      MT  (+/- 180 meters Scaled)
 EB1846
 EB1846                          SUPERSEDED SURVEY CONTROL
 EB1846
 EB1846  NGVD 29 (03/21/89)   15.482  (m)           50.79   (f) ADJUSTED    1 2
 EB1846
 EB1846.Superseded values are not recommended for survey control.
 EB1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1846.See file dsdata.txt to determine how the superseded data were derived.
 EB1846
 EB1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT540677(NAD 83)
 EB1846_MARKER: DD = SURVEY DISK
 EB1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1846_SP_SET: CONCRETE POST
 EB1846_STAMPING: VERT 34 042 1986
 EB1846_MARK LOGO: SCGS  
 EB1846_PROJECTION: FLUSH
 EB1846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1846+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 EB1846
 EB1846  HISTORY     - Date     Condition        Report By
 EB1846  HISTORY     - 1986     MONUMENTED       SCGS
 EB1846  HISTORY     - 20011010 GOOD             SCGS
 EB1846
 EB1846                          STATION DESCRIPTION
 EB1846
 EB1846'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1846'19.4 KM (12.05 MI) SSW FROM MULLINS.
 EB1846'20.4 KM (12.7 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1846'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1846'HIGHWAY 917 IN MULLINS, SET NEAR A POWER POLE IN THE SOUTH ANGLE OF A
 EB1846'SAND ROAD LEADING SOUTHEAST, IN THE YARD OF A BRICK HOUSE, 4.44 METERS
 EB1846'(14.6 FT) NORTH NORTHEAST OF THE POWER POLE CQ45-34 WITH TRANSFORMER
 EB1846'AND TWO GUY WIRES, 15.4 METERS (50.5 FT) SOUTHEAST OF THE CENTER OF
 EB1846'THE HIGHWAY, 9.8 METERS (32.2 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 EB1846'42.59 METERS (139.7 FT) NORTHEAST OF THE NORTH CORNER OF THE HOUSE.
 EB1846'THE MARK IS 0.50 M BELOW THE HIGHWAY.
 EB1846
 EB1846                          STATION RECOVERY (2001)
 EB1846
 EB1846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1846'STATION IS LOCATED 8.0 MILES (12.9 KM) WEST NORTHWEST OF AYNOR, 10.3
 EB1846'MILES (16.6 KM) SOUTH SOUTHEAST OF MARION.  OWNERSHIP--CHRISTOPHER
 EB1846'HARDWICK, 6606 HIGHWAY 41 SOUTH, CENTENARY, SC 29571, PHONE
 EB1846'843-362-0713.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB1846'HIGHWAYS 41 AND ALTERNATE 41 IN CENTENARY, 8.55 MILES (13.76 KM) WEST
 EB1846'OF AYNOR, GO NORTH NORTHEAST ON HIGHWAY 41 FOR 1.7 MILES (2.7 KM) TO
 EB1846'THE STATION ON THE RIGHT NEAR A POWER POLE IN THE SOUTH ANGLE OF A
 EB1846'SAND ROAD LEADING SOUTHEAST.  STATION IS A CONCRETE POST FLUSH WITH
 EB1846'THE GROUND AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 14.7 FEET (4.5 M)
 EB1846'NORTH NORTHEAST OF THE POWER POLE XCQ45/25KS WITH TWO GUY WIRES,
 EB1846'TRANSFORMER AND SECURITY LIGHT, 15.9 FEET (4.8 M) SOUTH SOUTHEAST OF A
 EB1846'TELEPHONE JUNCTION BOX NUMBER 111, 31.0 FEET (9.4 M) SOUTHWEST OF THE
 EB1846'CENTER OF THE SAND ROAD, 50.4 FEET (15.4 M) SOUTHEAST OF THE CENTER OF
 EB1846'THE HIGHWAY, 139.8 FEET (42.6 M) NORTHEAST OF THE NORTH CORNER OF A
 EB1846'BRICK HOUSE NUMBER 6606.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1847 ***********************************************************************
 EB1847  DESIGNATION -  34 043
 EB1847  PID         -  EB1847
 EB1847  STATE/COUNTY-  SC/MARION
 EB1847  USGS QUAD   -  CENTENARY (1947)
 EB1847
 EB1847                         *CURRENT SURVEY CONTROL
 EB1847  ___________________________________________________________________
 EB1847* NAD 83(1986)-  34 02 03.     (N)    079 20 15.     (W)     SCALED    
 EB1847* NAVD 88     -        11.686  (meters)      38.34   (feet)  ADJUSTED  
 EB1847  ___________________________________________________________________
 EB1847  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 EB1847  DYNAMIC HT  -          11.675 (meters)      38.30  (feet)  COMP
 EB1847  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 EB1847
 EB1847  VERT ORDER  -  FIRST     CLASS II
 EB1847
 EB1847.The horizontal coordinates were scaled from a topographic map and have
 EB1847.an estimated accuracy of +/- 6 seconds.
 EB1847
 EB1847.The orthometric height was determined by differential leveling
 EB1847.and adjusted by the National Geodetic Survey in June 1991..
 EB1847
 EB1847.The geoid height was determined by GEOID03.
 EB1847
 EB1847.The dynamic height is computed by dividing the NAVD 88
 EB1847.geopotential number by the normal gravity value computed on the
 EB1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1847.degrees latitude (g = 980.6199 gals.).
 EB1847
 EB1847.The modeled gravity was interpolated from observed gravity values.
 EB1847
 EB1847;                    North         East    Units  Estimated Accuracy
 EB1847;SPC SC       -   245,300.      763,090.      MT  (+/- 180 meters Scaled)
 EB1847
 EB1847                          SUPERSEDED SURVEY CONTROL
 EB1847
 EB1847  NGVD 29 (03/21/89)   11.993  (m)           39.35   (f) ADJUSTED    1 2
 EB1847
 EB1847.Superseded values are not recommended for survey control.
 EB1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1847.See file dsdata.txt to determine how the superseded data were derived.
 EB1847
 EB1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT534671(NAD 83)
 EB1847_MARKER: DD = SURVEY DISK
 EB1847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1847_SP_SET: DECK ABOVE ABUTMENT OF BRIDGE
 EB1847_STAMPING: VERT 34 043 1986
 EB1847_MARK LOGO: SCGS  
 EB1847_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1847+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 EB1847
 EB1847  HISTORY     - Date     Condition        Report By
 EB1847  HISTORY     - 1986     MONUMENTED       SCGS
 EB1847  HISTORY     - 20011003 GOOD             SCGS
 EB1847
 EB1847                          STATION DESCRIPTION
 EB1847
 EB1847'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1847'20.2 KM (12.55 MI) SSW FROM MULLINS.
 EB1847'21.3 KM (13.25 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN
 EB1847'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET)
 EB1847'AND STATE HIGHWAY 917 IN MULLINS, SET NEAR THE NORTHWEST CORNER OF A
 EB1847'BRIDGE OVER REEDY CREEK, 0.42 METER (1.4 FT) WEST SOUTHWEST OF THE
 EB1847'NORTHWEST END OF THE BRIDGE.
 EB1847'THE MARK IS 1.8 METERS  WSW FROM  A WITNESS POST
 EB1847'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1847
 EB1847                          STATION RECOVERY (2001)
 EB1847
 EB1847'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1847'STATION IS LOCATED 8.25 MILES (13.28 KM) WEST NORTHWEST OF AYNOR, 10.5
 EB1847'MILES (16.9 KM) SOUTH SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR
 EB1847'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1847'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 EB1847'HIGHWAYS 41 AND 41 ALTERNATE IN THE COMMUNITY OF CENTENARY, 8.5 MILES
 EB1847'(13.7 KM) WEST OF AYNOR, GO NORTH NORTHEAST OF HIGHWAY 41 FOR 1.2
 EB1847'MILES (1.9 KM) TO THE STATION ON THE LEFT IN THE NORTH CORNER OF A
 EB1847'BRIDGE OVER REEDY CREEK.  STATION IS A DISK SET INTO A DRILL HOLE IN
 EB1847'THE DECK OF THE BRIDGE, 1.3 FEET (0.4 M) WEST SOUTHWEST OF THE
 EB1847'NORTHEAST END OF THE BRIDGE DECK, 22.0 FEET (6.7 M) NORTH NORTHWEST OF
 EB1847'THE CENTER OF THE HIGHWAY, 0.5 FOOT (15.2 CM) SOUTH SOUTHEAST OF THE
 EB1847'SOUTHEAST FACE OF A 3-FOOT CONCRETE GUARDRAIL, 11.4 FEET (3.5 M)
 EB1847'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1848 ***********************************************************************
 EB1848  DESIGNATION -  34 044
 EB1848  PID         -  EB1848
 EB1848  STATE/COUNTY-  SC/MARION
 EB1848  USGS QUAD   -  CENTENARY (1947)
 EB1848
 EB1848                         *CURRENT SURVEY CONTROL
 EB1848  ___________________________________________________________________
 EB1848* NAD 83(1986)-  34 01 12.     (N)    079 20 45.     (W)     SCALED    
 EB1848* NAVD 88     -        17.113  (meters)      56.14   (feet)  ADJUSTED  
 EB1848  ___________________________________________________________________
 EB1848  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 EB1848  DYNAMIC HT  -          17.096 (meters)      56.09  (feet)  COMP
 EB1848  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 EB1848
 EB1848  VERT ORDER  -  FIRST     CLASS II
 EB1848
 EB1848.The horizontal coordinates were scaled from a topographic map and have
 EB1848.an estimated accuracy of +/- 6 seconds.
 EB1848
 EB1848.The orthometric height was determined by differential leveling
 EB1848.and adjusted by the National Geodetic Survey in June 1991..
 EB1848
 EB1848.The geoid height was determined by GEOID03.
 EB1848
 EB1848.The dynamic height is computed by dividing the NAVD 88
 EB1848.geopotential number by the normal gravity value computed on the
 EB1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1848.degrees latitude (g = 980.6199 gals.).
 EB1848
 EB1848.The modeled gravity was interpolated from observed gravity values.
 EB1848
 EB1848;                    North         East    Units  Estimated Accuracy
 EB1848;SPC SC       -   243,720.      762,350.      MT  (+/- 180 meters Scaled)
 EB1848
 EB1848                          SUPERSEDED SURVEY CONTROL
 EB1848
 EB1848  NGVD 29 (03/21/89)   17.420  (m)           57.15   (f) ADJUSTED    1 2
 EB1848
 EB1848.Superseded values are not recommended for survey control.
 EB1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1848.See file dsdata.txt to determine how the superseded data were derived.
 EB1848
 EB1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT527656(NAD 83)
 EB1848_MARKER: DD = SURVEY DISK
 EB1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1848_SP_SET: CONCRETE POST
 EB1848_STAMPING: VERT 34 044 1986
 EB1848_MARK LOGO: SCGS  
 EB1848_PROJECTION: FLUSH
 EB1848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1848+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 EB1848
 EB1848  HISTORY     - Date     Condition        Report By
 EB1848  HISTORY     - 1986     MONUMENTED       SCGS
 EB1848  HISTORY     - 20011003 GOOD             SCGS
 EB1848
 EB1848                          STATION DESCRIPTION
 EB1848
 EB1848'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1848'21.9 KM (13.6 MI) SSW FROM MULLINS.
 EB1848'23.0 KM (14.3 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1848'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1848'HIGHWAY 917 IN MULLINS, SET NEAR THE WEST CORNER IN LINE WITH THE
 EB1848'SOUTHWEST FACE OF A BRICK MAUSELEUM AT THE PALMER CEMETARY, 1.31
 EB1848'METERS (4.3 FT) WEST NORTHWEST OF THE WEST CORNER OF THE MAUSELEUM,
 EB1848'37.57 METERS (123.3 FT) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 EB1848'6.8 METERS (22.3 FT) SOUTHEAST OF A 34-INCH MAGNOLIA TREE, 7.4 METERS
 EB1848'(24.3 FT) SOUTH SOUTHWEST OF THE CENTER OF THE MIDDLE DRIVEWAY TO THE
 EB1848'CEMETARY.
 EB1848'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EB1848
 EB1848                          STATION RECOVERY (2001)
 EB1848
 EB1848'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1848'STATION IS LOCATED 8.4 MILES (13.5 KM) WEST OF AYNOR, 11.3 MILES (18.2
 EB1848'KM) SOUTH SOUTHEAST OF MARION.  OWNERSHIP--JAMES C.  DAVIS, 418
 EB1848'KIMBALL DRIVE, FLORENCE, SC 29571, PHONE 843-423-3228.  TO REACH THE
 EB1848'STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 41 AND 41 ALTERNATE
 EB1848'IN THE COMMUNITY OF CENTENARY, 8.55 MILES (13.76 KM) WEST OF AYNOR, GO
 EB1848'NORTH NORTHEAST OF HIGHWAY 41 FOR 0.15 MILE (0.24 KM) TO THE STATION
 EB1848'ON THE RIGHT NEAR A BRICK MAUSOLEUM IN THE PALMER CEMETERY. STATION IS
 EB1848'A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE
 EB1848'HIGHWAY, 22.2 FEET (6.8 M) SOUTHEAST OF A 3.0-FOOT MAGNOLIA TREE, 4.4
 EB1848'FEET (1.3 M) WEST NORTHWEST OF THE WEST CORNER AND INLINE WITH THE
 EB1848'SOUTH FACE OF THE BRICK (DAVIS) MAUSOLEUM, 11.2 FEET (3.4 M) NORTH OF
 EB1848'A 1.6-FOOT PINE TREE, 12.4 FEET (3.8 M) EAST NORTHEAST OF THE
 EB1848'NORTHEAST BASE OF THE GRANITE TOMBSTONE (ST.  CLAIR DAVIS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1849 ***********************************************************************
 EB1849  DESIGNATION -  34 045
 EB1849  PID         -  EB1849
 EB1849  STATE/COUNTY-  SC/MARION
 EB1849  USGS QUAD   -  CENTENARY (1947)
 EB1849
 EB1849                         *CURRENT SURVEY CONTROL
 EB1849  ___________________________________________________________________
 EB1849* NAD 83(1986)-  34 00 28.     (N)    079 20 42.     (W)     SCALED    
 EB1849* NAVD 88     -        14.794  (meters)      48.54   (feet)  ADJUSTED  
 EB1849  ___________________________________________________________________
 EB1849  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 EB1849  DYNAMIC HT  -          14.780 (meters)      48.49  (feet)  COMP
 EB1849  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 EB1849
 EB1849  VERT ORDER  -  FIRST     CLASS II
 EB1849
 EB1849.The horizontal coordinates were scaled from a topographic map and have
 EB1849.an estimated accuracy of +/- 6 seconds.
 EB1849
 EB1849.The orthometric height was determined by differential leveling
 EB1849.and adjusted by the National Geodetic Survey in June 1991..
 EB1849
 EB1849.The geoid height was determined by GEOID03.
 EB1849
 EB1849.The dynamic height is computed by dividing the NAVD 88
 EB1849.geopotential number by the normal gravity value computed on the
 EB1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1849.degrees latitude (g = 980.6199 gals.).
 EB1849
 EB1849.The modeled gravity was interpolated from observed gravity values.
 EB1849
 EB1849;                    North         East    Units  Estimated Accuracy
 EB1849;SPC SC       -   242,360.      762,450.      MT  (+/- 180 meters Scaled)
 EB1849
 EB1849                          SUPERSEDED SURVEY CONTROL
 EB1849
 EB1849  NGVD 29 (03/21/89)   15.102  (m)           49.55   (f) ADJUSTED    1 2
 EB1849
 EB1849.Superseded values are not recommended for survey control.
 EB1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1849.See file dsdata.txt to determine how the superseded data were derived.
 EB1849
 EB1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT528642(NAD 83)
 EB1849_MARKER: DD = SURVEY DISK
 EB1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1849_SP_SET: CONCRETE POST
 EB1849_STAMPING: VERT 34 045 1986
 EB1849_MARK LOGO: SCGS  
 EB1849_PROJECTION: RECESSED 3 CENTIMETERS
 EB1849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1849+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 EB1849
 EB1849  HISTORY     - Date     Condition        Report By
 EB1849  HISTORY     - 1986     MONUMENTED       SCGS
 EB1849  HISTORY     - 20011003 GOOD             SCGS
 EB1849
 EB1849                          STATION DESCRIPTION
 EB1849
 EB1849'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1849'23.0 KM (14.3 MI) SSW FROM MULLINS.
 EB1849'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 EB1849'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 EB1849'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 EB1849'CONTINUE 1.3 KM (0.8 MI) SOUTH ALONG HIGHWAY 41, SET NEAR THE PROPERTY
 EB1849'LINE BETWEEN A WOODEN HOUSE AND A BRICK HOUSE, 0.1 KM (0.05 MI) NORTH
 EB1849'OF THE NORTH SAND ROAD LEADING TO DAVIS BROTHERS STORE (NOW VACANT),
 EB1849'41.97 METERS (137.7 FT) EAST OF THE CENTER OF THE HIGHWAY, 33.55
 EB1849'METERS (110.1 FT) EAST SOUTHEAST OF A POWER POLE BS22-202 WITH TWO GUY
 EB1849'WIRES, 45.76 METERS (150.1 FT) WEST SOUTHWEST OF THE SOUTHWEST CORNER
 EB1849'OF THE BRICK HOUSE, 55.02 METERS (180.5 FT) NORTHWEST OF THE SOUTH
 EB1849'PILLAR OF THE FRONT PORCH OF THE WOODEN HOUSE, 10.35 METERS (34.0 FT)
 EB1849'NORTH OF A 30-INCH DOUBLE-TRUNKED MAGNOLIA TREE, 27.9 METERS (91.5 FT)
 EB1849'SOUTHEAST OF A 20-INCH POPLAR TREE.
 EB1849'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 EB1849
 EB1849                          STATION RECOVERY (2001)
 EB1849
 EB1849'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1849'STATION IS LOCATED 8.35 MILES (13.44 KM) WEST OF AYNOR, 12.1 MILES
 EB1849'(19.5 KM) SOUTH SOUTHEAST OF MARION.  OWNERSHIP--ST.  CLAIR DAVIS JR.,
 EB1849'7615 SOUTH HIGHWAY 41, CENTENARY, SC 29571, PHONE 843-362-0099. TO
 EB1849'REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 41 AND 41
 EB1849'ALTERNATE IN THE COMMUNITY OF CENTENARY, 8.55 MILES (13.76 KM) WEST OF
 EB1849'AYNOR, GO SOUTH ON HIGHWAY 41 FOR 0.75 MILE (1.21 KM) TO THE STATION
 EB1849'ON THE LEFT IN THE FRONT YARD OF A WOODEN HOUSE NUMBER 7614. STATION
 EB1849'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 5.0 FEET (1.5 M)
 EB1849'ABOVE THE HIGHWAY, 111.0 FEET (33.8 M) EAST SOUTHEAST OF A POWER POLE
 EB1849'20KS/BS22, 140.8 FEET (42.9 M) EAST OF THE CENTER OF THE HIGHWAY,
 EB1849'154.9 FEET (47.2 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF THE
 EB1849'HOUSE, 146.8 FEET (44.7 M) WEST SOUTHWEST OF THE SOUTHWEST COVERED
 EB1849'BRICK PORCH CORNER OF BRICK HOUSE NUMBER 7612, 93.0 FEET (28.3 M) WEST
 EB1849'SOUTHWEST OF A 2.4-FOOT POPLAR TREE, 34.5 FEET (10.5 M) NORTH OF A
 EB1849'DOUBLE-TRUNKED 4.5-FOOT MAGNOLIA TREE, 72.0 FEET (21.9 M) WEST
 EB1849'NORTHWEST OF A 2.5-FOOT MAGNOLIA TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1791 ***********************************************************************
 DD1791  DESIGNATION -  34 046
 DD1791  PID         -  DD1791
 DD1791  STATE/COUNTY-  SC/MARION
 DD1791  USGS QUAD   -  BRITTONS NECK (1990)
 DD1791
 DD1791                         *CURRENT SURVEY CONTROL
 DD1791  ___________________________________________________________________
 DD1791* NAD 83(1986)-  33 59 50.     (N)    079 20 38.     (W)     SCALED    
 DD1791* NAVD 88     -        10.945  (meters)      35.91   (feet)  ADJUSTED  
 DD1791  ___________________________________________________________________
 DD1791  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DD1791  DYNAMIC HT  -          10.934 (meters)      35.87  (feet)  COMP
 DD1791  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 DD1791
 DD1791  VERT ORDER  -  FIRST     CLASS II
 DD1791
 DD1791.The horizontal coordinates were scaled from a topographic map and have
 DD1791.an estimated accuracy of +/- 6 seconds.
 DD1791
 DD1791.The orthometric height was determined by differential leveling
 DD1791.and adjusted by the National Geodetic Survey in June 1991..
 DD1791
 DD1791.The geoid height was determined by GEOID03.
 DD1791
 DD1791.The dynamic height is computed by dividing the NAVD 88
 DD1791.geopotential number by the normal gravity value computed on the
 DD1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1791.degrees latitude (g = 980.6199 gals.).
 DD1791
 DD1791.The modeled gravity was interpolated from observed gravity values.
 DD1791
 DD1791;                    North         East    Units  Estimated Accuracy
 DD1791;SPC SC       -   241,190.      762,570.      MT  (+/- 180 meters Scaled)
 DD1791
 DD1791                          SUPERSEDED SURVEY CONTROL
 DD1791
 DD1791  NGVD 29 (03/21/89)   11.252  (m)           36.92   (f) ADJUSTED    1 2
 DD1791
 DD1791.Superseded values are not recommended for survey control.
 DD1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1791.See file dsdata.txt to determine how the superseded data were derived.
 DD1791
 DD1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT529630(NAD 83)
 DD1791_MARKER: DD = SURVEY DISK
 DD1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1791_SP_SET: CONCRETE POST
 DD1791_STAMPING: VERT 34 046 1986
 DD1791_MARK LOGO: SCGS  
 DD1791_PROJECTION: FLUSH
 DD1791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1791+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 DD1791
 DD1791  HISTORY     - Date     Condition        Report By
 DD1791  HISTORY     - 1986     MONUMENTED       SCGS
 DD1791  HISTORY     - 20011030 GOOD             SCGS
 DD1791
 DD1791                          STATION DESCRIPTION
 DD1791
 DD1791'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1791'24.0 KM (14.9 MI) SSW FROM MULLINS.
 DD1791'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1791'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1791'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1791'CONTINUE 2.4 KM (1.5 MI) SOUTH ALONG HIGHWAY 41, THENCE 0.1 KM (0.05
 DD1791'MI) SOUTHEAST ALONG A SAND ROAD, SET NEAR A POWER POLE IN THE YARD OF
 DD1791'A SHINGLE-SIDED HOUSE, 4.12 METERS (13.5 FT) SOUTHWEST OF THE POWER
 DD1791'POLE -1-BS93, 45.7 METERS (149.9 FT) EAST OF THE CENTER OF THE
 DD1791'HIGHWAY, 7.8 METERS (25.6 FT) SOUTHWEST OF THE CENTER OF THE SAND
 DD1791'ROAD. 32.96 METERS (108.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DD1791'HOUSE, 43.48 METERS (142.7 FT) SOUTHEAST OF A POWER POLE BS91-216 WITH
 DD1791'TRANSFORMER AND GUY WIRE.
 DD1791'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 DD1791
 DD1791                          STATION RECOVERY (2001)
 DD1791
 DD1791'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1791'STATION IS LOCATED 8.2 MILES (13.2 KM) WEST OF AYNOR, 12.8 MILES (20.6
 DD1791'KM) SOUTH SOUTHEAST OF MARION.  OWNERSHIP--CHARLES ROARK, 8106 SOUTH
 DD1791'HIGHWAY 41, MARION, SC 29571, PHONE 843-362-1212.  TO REACH THE
 DD1791'STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 41 ALTERNATE IN THE
 DD1791'COMMUNITY OF CENTENARY, 8.55 MILES (13.76 KM) WEST OF AYNOR, GO SOUTH
 DD1791'ON HIGHWAY 41 FOR 1.45 MILES (2.33 KM) TO A GRAVEL DRIVEWAY LEFT
 DD1791'LEADING TO A MOBILE HOME NUMBER 8106, TURN LEFT ON THE DRIVEWAY FOR
 DD1791'0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT BENEATH A CEDAR AND
 DD1791'CHESTNUT TREE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD1791'LEVEL WITH THE DRIVEWAY, 149.9 FEET (45.7 M) EAST SOUTHEAST OF THE
 DD1791'CENTER OF THE HIGHWAY, 26.5 FEET (8.1 M) WEST SOUTHWEST OF THE CENTER
 DD1791'OF THE DRIVEWAY, 142.7 FEET (43.5 M) SOUTH SOUTHEAST OF A POWER POLE
 DD1791'20KS/XBS91/216, 123.1 FEET (37.5 M) NORTHWEST OF THE NORTHWEST CORNER
 DD1791'OF THE MOBILE HOME, 18.2 FEET (5.5 M) WEST NORTHWEST OF THE 2.0-FOOT
 DD1791'MULTI-TRUNKED CEDAR TREE, 10.2 FEET (3.1 M) NORTH OF THE 0.6-FOOT
 DD1791'CHESTNUT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1801 ***********************************************************************
 DD1801  DESIGNATION -  34 047
 DD1801  PID         -  DD1801
 DD1801  STATE/COUNTY-  SC/MARION
 DD1801  USGS QUAD   -  BRITTONS NECK (1990)
 DD1801
 DD1801                         *CURRENT SURVEY CONTROL
 DD1801  ___________________________________________________________________
 DD1801* NAD 83(1986)-  33 57 59.     (N)    079 21 31.     (W)     SCALED    
 DD1801* NAVD 88     -        12.715  (meters)      41.72   (feet)  ADJUSTED  
 DD1801  ___________________________________________________________________
 DD1801  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DD1801  DYNAMIC HT  -          12.702 (meters)      41.67  (feet)  COMP
 DD1801  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 DD1801
 DD1801  VERT ORDER  -  FIRST     CLASS II
 DD1801
 DD1801.The horizontal coordinates were scaled from a topographic map and have
 DD1801.an estimated accuracy of +/- 6 seconds.
 DD1801
 DD1801.The orthometric height was determined by differential leveling
 DD1801.and adjusted by the National Geodetic Survey in June 1991..
 DD1801
 DD1801.The geoid height was determined by GEOID03.
 DD1801
 DD1801.The dynamic height is computed by dividing the NAVD 88
 DD1801.geopotential number by the normal gravity value computed on the
 DD1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1801.degrees latitude (g = 980.6199 gals.).
 DD1801
 DD1801.The modeled gravity was interpolated from observed gravity values.
 DD1801
 DD1801;                    North         East    Units  Estimated Accuracy
 DD1801;SPC SC       -   237,750.      761,260.      MT  (+/- 180 meters Scaled)
 DD1801
 DD1801                          SUPERSEDED SURVEY CONTROL
 DD1801
 DD1801  NGVD 29 (03/21/89)   13.022  (m)           42.72   (f) ADJUSTED    1 2
 DD1801
 DD1801.Superseded values are not recommended for survey control.
 DD1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1801.See file dsdata.txt to determine how the superseded data were derived.
 DD1801
 DD1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT516596(NAD 83)
 DD1801_MARKER: DD = SURVEY DISK
 DD1801_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1801_SP_SET: DECK ABOVE ABUTMENT OF BRIDGE
 DD1801_STAMPING: VERT 34 047 1986
 DD1801_MARK LOGO: SCGS  
 DD1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1801+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 DD1801
 DD1801  HISTORY     - Date     Condition        Report By
 DD1801  HISTORY     - 1986     MONUMENTED       SCGS
 DD1801  HISTORY     - 20011030 GOOD             SCGS
 DD1801
 DD1801                          STATION DESCRIPTION
 DD1801
 DD1801'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1801'27.8 KM (17.3 MI) SSW FROM MULLINS.
 DD1801'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1801'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1801'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1801'CONTINUE 6.1 KM (3.8 MI) SOUTHERLY ALONG HIGHWAY 41, SET IN THE
 DD1801'SOUTHWEST CORNER OF A BRIDGE OVER MARSH CREEK, 0.4 KM (0.25 MI)
 DD1801'SOUTHWEST OF THE T-JUNCTION OF STATE HIGHWAY 908.
 DD1801'THE MARK IS 0.95 METERS  E FROM  A WITNESS POST
 DD1801'THE MARK IS ABOVE LEVEL WITH WITH BRIDGE.
 DD1801
 DD1801                          STATION RECOVERY (2001)
 DD1801
 DD1801'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1801'STATION IS LOCATED 9.4 MILES (15.1 KM) WEST SOUTHWEST OF AYNOR, 14.75
 DD1801'MILES (23.74 KM) SOUTH OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1801'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1801'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD1801'HIGHWAYS 41 AND 908 (EAST JOHNSON ATKINSON MEMORIAL HIGHWAY) , 9.2
 DD1801'MILES (14.8 KM) WEST SOUTHWEST OF AYNOR, GO SOUTHWEST ON HIGHWAY 41
 DD1801'FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT IN THE SOUTHWEST
 DD1801'CORNER OF A CONCRETE BRIDGE.  STATION IS A DISK SET IN THE DECK OF THE
 DD1801'BRIDGE AND LEVEL WITH THE HIGHWAY, 11.8 FEET (3.6 M) NORTHWEST OF THE
 DD1801'CENTER OF THE HIGHWAY, 1.1 FEET (0.3 M) NORTHEAST OF THE SOUTH END OF
 DD1801'THE BRIDGE, 4.4 FEET (1.3 M) SOUTHEAST OF THE NORTHWEST METAL HANDRAIL
 DD1801'OF THE BRIDGE, 3.5 FEET (1.1 M) EAST SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1802 ***********************************************************************
 DD1802  DESIGNATION -  34 048
 DD1802  PID         -  DD1802
 DD1802  STATE/COUNTY-  SC/MARION
 DD1802  USGS QUAD   -  BRITTONS NECK (1990)
 DD1802
 DD1802                         *CURRENT SURVEY CONTROL
 DD1802  ___________________________________________________________________
 DD1802* NAD 83(1986)-  33 57 12.     (N)    079 22 05.     (W)     SCALED    
 DD1802* NAVD 88     -        11.123  (meters)      36.49   (feet)  ADJUSTED  
 DD1802  ___________________________________________________________________
 DD1802  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DD1802  DYNAMIC HT  -          11.112 (meters)      36.46  (feet)  COMP
 DD1802  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 DD1802
 DD1802  VERT ORDER  -  FIRST     CLASS II
 DD1802
 DD1802.The horizontal coordinates were scaled from a topographic map and have
 DD1802.an estimated accuracy of +/- 6 seconds.
 DD1802
 DD1802.The orthometric height was determined by differential leveling
 DD1802.and adjusted by the National Geodetic Survey in June 1991..
 DD1802
 DD1802.The geoid height was determined by GEOID03.
 DD1802
 DD1802.The dynamic height is computed by dividing the NAVD 88
 DD1802.geopotential number by the normal gravity value computed on the
 DD1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1802.degrees latitude (g = 980.6199 gals.).
 DD1802
 DD1802.The modeled gravity was interpolated from observed gravity values.
 DD1802
 DD1802;                    North         East    Units  Estimated Accuracy
 DD1802;SPC SC       -   236,290.      760,410.      MT  (+/- 180 meters Scaled)
 DD1802
 DD1802                          SUPERSEDED SURVEY CONTROL
 DD1802
 DD1802  NGVD 29 (03/21/89)   11.430  (m)           37.50   (f) ADJUSTED    1 2
 DD1802
 DD1802.Superseded values are not recommended for survey control.
 DD1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1802.See file dsdata.txt to determine how the superseded data were derived.
 DD1802
 DD1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT507581(NAD 83)
 DD1802_MARKER: DD = SURVEY DISK
 DD1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1802_SP_SET: CONCRETE POST
 DD1802_STAMPING: VERT 34 048 1986
 DD1802_MARK LOGO: SCGS  
 DD1802_PROJECTION: PROJECTING 15 CENTIMETERS
 DD1802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1802+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 DD1802
 DD1802  HISTORY     - Date     Condition        Report By
 DD1802  HISTORY     - 1986     MONUMENTED       SCGS
 DD1802  HISTORY     - 20011030 GOOD             SCGS
 DD1802
 DD1802                          STATION DESCRIPTION
 DD1802
 DD1802'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1802'29.5 KM (18.35 MI) SSW FROM MULLINS.
 DD1802'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1802'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1802'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1802'CONTINUE 7.8 KM (4.85 MI) SOUTHERLY ALONG HIGHWAY 41, SET IN THE WEST
 DD1802'ANGLE OF A WOODS ROAD LEADING NORTHWEST WITH GATE, 15.1 METERS (49.5
 DD1802'FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.3 METERS (20.7 FT)
 DD1802'SOUTHWEST OF THE CENTER OF THE WOODS ROAD,  9.85 METERS (32.3 FT) EAST
 DD1802'SOUTHEAST OF AN 18-INCH OAK TREE.
 DD1802'THE MARK IS 0.38 METERS  SE FROM  A WITNESS POST
 DD1802'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 DD1802
 DD1802                          STATION RECOVERY (2001)
 DD1802
 DD1802'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1802'STATION IS LOCATED 10.15 MILES (16.33 KM) WEST SOUTHWEST OF AYNOR,
 DD1802'15.6 MILES (25.1 KM) SOUTH OF MARION.  OWNERSHIP--CANAL FOREST
 DD1802'RESOURCES, 9140 ARROW POINT ROAD, SUITE 370, CHARLOTTE, NC 28273,
 DD1802'PHONE 704-527-6780.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD1802'HIGHWAYS 41 AND 908 (EAST JOHNSON ATKINSON MEMORIAL HIGHWAY) , 9.2
 DD1802'MILES (14.8 KM) WEST SOUTHWEST OF AYNOR, GO SOUTHWEST ON HIGHWAY 41
 DD1802'FOR 1.35 MILES (2.17 KM) TO THE STATION ON THE RIGHT IN THE WEST ANGLE
 DD1802'OF A GATED SAND ROAD RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE
 DD1802'GROUND AND 4.0 FEET (1.2 M) BELOW THE HIGHWAY, 32.0 FEET (9.8 M) EAST
 DD1802'SOUTHEAST OF A 1.3-FOOT OAK TREE WITH A SCGS REFERENCE WASHER
 DD1802'ATTACHED, 7.5 FEET (2.3 M) SOUTH SOUTHWEST OF A 1.2-FOOT PINE TREE
 DD1802'WITH A SCGS REFERENCE WASHER ATTACHED, 49.8 FEET (15.2 M) NORTHWEST OF
 DD1802'THE CENTER OF THE HIGHWAY, 21.2 FEET (6.5 M) SOUTHWEST OF THE CENTER
 DD1802'OF THE SAND ROAD, 1.8 FEET (0.5 M) NORTH NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1803 ***********************************************************************
 DD1803  DESIGNATION -  34 049
 DD1803  PID         -  DD1803
 DD1803  STATE/COUNTY-  SC/MARION
 DD1803  USGS QUAD   -  BRITTONS NECK (1990)
 DD1803
 DD1803                         *CURRENT SURVEY CONTROL
 DD1803  ___________________________________________________________________
 DD1803* NAD 83(1986)-  33 56 42.     (N)    079 22 22.     (W)     SCALED    
 DD1803* NAVD 88     -        10.656  (meters)      34.96   (feet)  ADJUSTED  
 DD1803  ___________________________________________________________________
 DD1803  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DD1803  DYNAMIC HT  -          10.646 (meters)      34.93  (feet)  COMP
 DD1803  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 DD1803
 DD1803  VERT ORDER  -  FIRST     CLASS II
 DD1803
 DD1803.The horizontal coordinates were scaled from a topographic map and have
 DD1803.an estimated accuracy of +/- 6 seconds.
 DD1803
 DD1803.The orthometric height was determined by differential leveling
 DD1803.and adjusted by the National Geodetic Survey in June 1991..
 DD1803
 DD1803.The geoid height was determined by GEOID03.
 DD1803
 DD1803.The dynamic height is computed by dividing the NAVD 88
 DD1803.geopotential number by the normal gravity value computed on the
 DD1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1803.degrees latitude (g = 980.6199 gals.).
 DD1803
 DD1803.The modeled gravity was interpolated from observed gravity values.
 DD1803
 DD1803;                    North         East    Units  Estimated Accuracy
 DD1803;SPC SC       -   235,360.      759,990.      MT  (+/- 180 meters Scaled)
 DD1803
 DD1803                          SUPERSEDED SURVEY CONTROL
 DD1803
 DD1803  NGVD 29 (03/21/89)   10.963  (m)           35.97   (f) ADJUSTED    1 2
 DD1803
 DD1803.Superseded values are not recommended for survey control.
 DD1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1803.See file dsdata.txt to determine how the superseded data were derived.
 DD1803
 DD1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT503572(NAD 83)
 DD1803_MARKER: DD = SURVEY DISK
 DD1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1803_SP_SET: CONCRETE POST
 DD1803_STAMPING: VERT 34 049 1986
 DD1803_MARK LOGO: SCGS  
 DD1803_PROJECTION: PROJECTING 8 CENTIMETERS
 DD1803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1803
 DD1803  HISTORY     - Date     Condition        Report By
 DD1803  HISTORY     - 1986     MONUMENTED       SCGS
 DD1803  HISTORY     - 20011030 MARK NOT FOUND   SCGS
 DD1803
 DD1803                          STATION DESCRIPTION
 DD1803
 DD1803'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1803'30.5 KM (18.95 MI) SSW FROM MULLINS.
 DD1803'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1803'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1803'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1803'CONTINUE 8.85 KM (5.5 MI) SOUTHERLY ALONG HIGHWAY 41, THENCE 0.1 KM
 DD1803'(0.05 MI) NORTHEAST ALONG A SAND ROAD, SET IN THE SOUTHEAST ANGLE OF A
 DD1803'WOODS ROAD LEADING SOUTHEAST, 16.06 METERS (52.7 FT) SOUTHEAST OF THE
 DD1803'CENTER OF THE SAND ROAD, 7.59 METERS (24.9 FT) SOUTHWEST OF THE CENTER
 DD1803'OF THE WOODS ROAD, 8.55 METERS (28.1 FT) NORTH NORTHWEST OF A 9-INCH
 DD1803'OAK TREE.
 DD1803'THE MARK IS 0.43 METERS  NW FROM  A WITNESS POST
 DD1803'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD.
 DD1803
 DD1803                          STATION RECOVERY (2001)
 DD1803
 DD1803'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1803'NOT RECOVERED, 10 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS,
 DD1803'PRESUMED DESTROYED BY A FIRE BREAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1804 ***********************************************************************
 DD1804  DESIGNATION -  34 050
 DD1804  PID         -  DD1804
 DD1804  STATE/COUNTY-  SC/MARION
 DD1804  USGS QUAD   -  GRESHAM (1990)
 DD1804
 DD1804                         *CURRENT SURVEY CONTROL
 DD1804  ___________________________________________________________________
 DD1804* NAD 83(1986)-  33 56 07.     (N)    079 22 55.     (W)     SCALED    
 DD1804* NAVD 88     -        13.282  (meters)      43.58   (feet)  ADJUSTED  
 DD1804  ___________________________________________________________________
 DD1804  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DD1804  DYNAMIC HT  -          13.269 (meters)      43.53  (feet)  COMP
 DD1804  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 DD1804
 DD1804  VERT ORDER  -  FIRST     CLASS II
 DD1804
 DD1804.The horizontal coordinates were scaled from a topographic map and have
 DD1804.an estimated accuracy of +/- 6 seconds.
 DD1804
 DD1804.The orthometric height was determined by differential leveling
 DD1804.and adjusted by the National Geodetic Survey in June 1991..
 DD1804
 DD1804.The geoid height was determined by GEOID03.
 DD1804
 DD1804.The dynamic height is computed by dividing the NAVD 88
 DD1804.geopotential number by the normal gravity value computed on the
 DD1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1804.degrees latitude (g = 980.6199 gals.).
 DD1804
 DD1804.The modeled gravity was interpolated from observed gravity values.
 DD1804
 DD1804;                    North         East    Units  Estimated Accuracy
 DD1804;SPC SC       -   234,270.      759,160.      MT  (+/- 180 meters Scaled)
 DD1804
 DD1804                          SUPERSEDED SURVEY CONTROL
 DD1804
 DD1804  NGVD 29 (03/21/89)   13.589  (m)           44.58   (f) ADJUSTED    1 2
 DD1804
 DD1804.Superseded values are not recommended for survey control.
 DD1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1804.See file dsdata.txt to determine how the superseded data were derived.
 DD1804
 DD1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT495561(NAD 83)
 DD1804_MARKER: DD = SURVEY DISK
 DD1804_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1804_SP_SET: DECK ABOVE ABUTMENT OF BRIDGE
 DD1804_STAMPING: VERT 34 050 1986
 DD1804_MARK LOGO: SCGS  
 DD1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1804+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 DD1804
 DD1804  HISTORY     - Date     Condition        Report By
 DD1804  HISTORY     - 1986     MONUMENTED       SCGS
 DD1804  HISTORY     - 20011030 GOOD             SCGS
 DD1804
 DD1804                          STATION DESCRIPTION
 DD1804
 DD1804'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1804'31.7 KM (19.7 MI) SSW FROM MULLINS.
 DD1804'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1804'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1804'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1804'CONTINUE 10.2 KM (6.35 MI) SOUTHERLY ALONG HIGHWAY 41, SET NEAR THE
 DD1804'WEST SOUTHWEST CORNER OF A BRIDGE OVER A MARSH AREA, 0.6 KM (0.4 MI)
 DD1804'NORTH NORTHEAST OF THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST AND
 DD1804'A SAND ROAD LEADING NORTHWEST.
 DD1804'THE MARK IS 1.45 METERS  ENE FROM  A WITNESS POST
 DD1804'THE MARK IS ABOVE LEVEL WITH BRIDGE.
 DD1804
 DD1804                          STATION RECOVERY (2001)
 DD1804
 DD1804'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1804'STATION IS LOCATED 9.0 MILES (14.5 KM) NORTH NORTHEAST OF
 DD1804'JOHNSONVILLE, 16.7 MILES (26.9 KM) SOUTH OF MARION. OWNERSHIP--SCDOT,
 DD1804'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1804'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DD1804'41 AND U.S.  HIGHWAY 378 (EAST MYRTLE BEACH HIGHWAY) , 7.0 MILES (11.3
 DD1804'KM) NORTH NORTHEAST OF JOHNSONVILLE, GO EAST ON HIGHWAY 41 FOR 2.2
 DD1804'MILES (3.5 KM) TO THE STATION ON THE LEFT IN THE WEST CORNER OF A
 DD1804'CONCRETE BRIDGE.  STATION IS A DISK SET IN THE DECK OF THE BRIDGE AND
 DD1804'LEVEL WITH THE HIGHWAY, 12.0 FEET (3.7 M) NORTHWEST OF THE CENTER OF
 DD1804'THE HIGHWAY, 4.4 FEET (1.3 M) SOUTHEAST OF THE NORTHWEST METAL
 DD1804'HANDRAIL OF THE BRIDGE, 0.9 FOOT (27.4 CM) NORTHEAST OF THE SOUTHEAST
 DD1804'END OF THE BRIDGE, 4.5 FEET (1.4 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1805 ***********************************************************************
 DD1805  DESIGNATION -  34 051
 DD1805  PID         -  DD1805
 DD1805  STATE/COUNTY-  SC/MARION
 DD1805  USGS QUAD   -  GRESHAM (1990)
 DD1805
 DD1805                         *CURRENT SURVEY CONTROL
 DD1805  ___________________________________________________________________
 DD1805* NAD 83(1986)-  33 55 27.     (N)    079 23 30.     (W)     SCALED    
 DD1805* NAVD 88     -        13.259  (meters)      43.50   (feet)  ADJUSTED  
 DD1805  ___________________________________________________________________
 DD1805  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DD1805  DYNAMIC HT  -          13.246 (meters)      43.46  (feet)  COMP
 DD1805  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 DD1805
 DD1805  VERT ORDER  -  FIRST     CLASS II
 DD1805
 DD1805.The horizontal coordinates were scaled from a topographic map and have
 DD1805.an estimated accuracy of +/- 6 seconds.
 DD1805
 DD1805.The orthometric height was determined by differential leveling
 DD1805.and adjusted by the National Geodetic Survey in June 1991..
 DD1805
 DD1805.The geoid height was determined by GEOID03.
 DD1805
 DD1805.The dynamic height is computed by dividing the NAVD 88
 DD1805.geopotential number by the normal gravity value computed on the
 DD1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1805.degrees latitude (g = 980.6199 gals.).
 DD1805
 DD1805.The modeled gravity was interpolated from observed gravity values.
 DD1805
 DD1805;                    North         East    Units  Estimated Accuracy
 DD1805;SPC SC       -   233,020.      758,280.      MT  (+/- 180 meters Scaled)
 DD1805
 DD1805                          SUPERSEDED SURVEY CONTROL
 DD1805
 DD1805  NGVD 29 (03/21/89)   13.566  (m)           44.51   (f) ADJUSTED    1 2
 DD1805
 DD1805.Superseded values are not recommended for survey control.
 DD1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1805.See file dsdata.txt to determine how the superseded data were derived.
 DD1805
 DD1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT486549(NAD 83)
 DD1805_MARKER: DD = SURVEY DISK
 DD1805_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1805_SP_SET: DECK ABOVE ABUTMENT OF BRIDGE
 DD1805_STAMPING: VERT 34 051 1986
 DD1805_MARK LOGO: SCGS  
 DD1805_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1805+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 DD1805
 DD1805  HISTORY     - Date     Condition        Report By
 DD1805  HISTORY     - 1986     MONUMENTED       SCGS
 DD1805  HISTORY     - 20011030 GOOD             SCGS
 DD1805
 DD1805                          STATION DESCRIPTION
 DD1805
 DD1805'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1805'33.3 KM (20.7 MI) SSW FROM MULLINS.
 DD1805'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1805'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1805'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1805'CONTINUE 11.75 KM (7.3 MI) SOUTHERLY ALONG HIGHWAY 41, SET NEAR THE
 DD1805'EAST CORNER OF A BRIDGE OVER A MARSH AREA, 0.9 KM (0.55 MI) SOUTH
 DD1805'SOUTHWEST OF THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST AND A SAND
 DD1805'ROAD LEADING NORTHWEST.
 DD1805'THE MARK IS 0.95 METERS  W FROM  A WITNESS POST
 DD1805'THE MARK IS ABOVE LEVEL WITH THE BRIDGE.
 DD1805
 DD1805                          STATION RECOVERY (2001)
 DD1805
 DD1805'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1805'STATION IS LOCATED 8.1 MILES (13.0 KM) NORTH NORTHEAST OF
 DD1805'JOHNSONVILLE, 17.45 MILES (28.08 KM) SOUTH OF MARION.
 DD1805'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD1805'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD1805'JUNCTION OF STATE HIGHWAY 41 AND U.S.  HIGHWAY 378 (EAST MYRTLE BEACH
 DD1805'HIGHWAY) , 7.0 MILES (11.3 KM) NORTH NORTHEAST OF JOHNSONVILLE, GO
 DD1805'EAST ON HIGHWAY 41 FOR 1.25 MILES (2.01 KM) TO THE STATION ON THE
 DD1805'RIGHT IN THE EAST CORNER OF A CONCRETE BRIDGE.  STATION IS A DISK SET
 DD1805'IN THE DECK OF THE BRIDGE AND LEVEL WITH THE HIGHWAY, 1.8 FEET (0.5 M)
 DD1805'SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE, 4.2 FEET (1.3 M)
 DD1805'NORTHWEST OF THE SOUTHEAST METAL HANDRAIL FOR THE BRIDGE, 12.5 FEET
 DD1805'(3.8 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.3 FEET (1.0 M) WEST
 DD1805'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1850 ***********************************************************************
 EB1850  DESIGNATION -  34 052
 EB1850  PID         -  EB1850
 EB1850  STATE/COUNTY-  SC/MARION
 EB1850  USGS QUAD   -  CENTENARY (1947)
 EB1850
 EB1850                         *CURRENT SURVEY CONTROL
 EB1850  ___________________________________________________________________
 EB1850* NAD 83(1986)-  34 04 11.     (N)    079 16 58.     (W)     SCALED    
 EB1850* NAVD 88     -        10.973  (meters)      36.00   (feet)  ADJUSTED  
 EB1850  ___________________________________________________________________
 EB1850  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 EB1850  DYNAMIC HT  -          10.962 (meters)      35.96  (feet)  COMP
 EB1850  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 EB1850
 EB1850  VERT ORDER  -  FIRST     CLASS II
 EB1850
 EB1850.The horizontal coordinates were scaled from a topographic map and have
 EB1850.an estimated accuracy of +/- 6 seconds.
 EB1850
 EB1850.The orthometric height was determined by differential leveling
 EB1850.and adjusted by the National Geodetic Survey in June 1991..
 EB1850
 EB1850.The geoid height was determined by GEOID03.
 EB1850
 EB1850.The dynamic height is computed by dividing the NAVD 88
 EB1850.geopotential number by the normal gravity value computed on the
 EB1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1850.degrees latitude (g = 980.6199 gals.).
 EB1850
 EB1850.The modeled gravity was interpolated from observed gravity values.
 EB1850
 EB1850;                    North         East    Units  Estimated Accuracy
 EB1850;SPC SC       -   249,320.      768,080.      MT  (+/- 180 meters Scaled)
 EB1850
 EB1850                          SUPERSEDED SURVEY CONTROL
 EB1850
 EB1850  NGVD 29 (03/21/89)   11.280  (m)           37.01   (f) ADJUSTED    1 2
 EB1850
 EB1850.Superseded values are not recommended for survey control.
 EB1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1850.See file dsdata.txt to determine how the superseded data were derived.
 EB1850
 EB1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT584712(NAD 83)
 EB1850_MARKER: DD = SURVEY DISK
 EB1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1850_SP_SET: CONCRETE POST
 EB1850_STAMPING: VERT 34 052 1986
 EB1850_MARK LOGO: SCGS  
 EB1850_PROJECTION: FLUSH
 EB1850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1850+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 EB1850
 EB1850  HISTORY     - Date     Condition        Report By
 EB1850  HISTORY     - 1986     MONUMENTED       SCGS
 EB1850  HISTORY     - 20011003 GOOD             SCGS
 EB1850
 EB1850                          STATION DESCRIPTION
 EB1850
 EB1850'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1850'10.9 KM (6.75 MI) NW FROM AYNOR.
 EB1850'11.1 KM (6.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 EB1850'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 0.25 KM
 EB1850'(0.15 MI) SOUTHWEST ALONG A SAND DRIVE LEADING TO THE PEE DEE
 EB1850'LIVESTOCK ASSOCIATION INCORPORATED, 1.8 KM (1.1 MI) SOUTHEAST OF THE
 EB1850'STATE HIGHWAY 41 OVERPASS, SET NEAR A POWER POLE IN THE FRONT OF THE
 EB1850'BUILDING, 15.75 METERS (51.7 FT) NORTH NORTHEAST OF THE NORTHEAST
 EB1850'CORNER OF THE BUILDING, 18.3 METERS (60.0 FT) NORTH OF THE NORTHEAST
 EB1850'CORNER OF AN ALUMINUM PUMP SHED, 25.9 METERS (85.0 FT) SOUTH SOUTHWEST
 EB1850'OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE SURROUNDING THE
 EB1850'BUILDING, 1.45 METERS (4.8 FT) WEST OF THE POWER POLE.
 EB1850'THE MARK IS 1.5 METERS  W FROM  A WITNESS POST
 EB1850
 EB1850                          STATION RECOVERY (2001)
 EB1850
 EB1850'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1850'STATION IS LOCATED 6.8 MILES (10.9 KM) NORTHWEST OF AYNOR, 10.0 MILES
 EB1850'(16.1 KM) SOUTHEAST OF MARION.  OWNERSHIP--PEE DEE LIVESTOCK
 EB1850'ASSOCIATION INCORPORATED, P.O.  BOX 102, NICHOLS, SC 29581, PHONE
 EB1850'843-423-5360.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EB1850'STATE HIGHWAY 41 AND U.S.  HIGHWAY 501 (ARIEL CROSSROADS) , 7.9 MILES
 EB1850'(12.7 KM) NORTHWEST OF AYNOR, GO SOUTHEAST ON HIGHWAY 501 FOR 1.1
 EB1850'MILES (1.8 KM) TO A SAND ROAD RIGHT (DEERVIEW COURT) , TURN RIGHT ON
 EB1850'THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE GATED ENTRANCE OF A METAL
 EB1850'BUILDING, PASS THROUGH THE GATE AND PROCEED EAST FOR 0.05 MILE (0.08
 EB1850'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN FRONT OF THE
 EB1850'METAL BUILDING.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB1850'1.0 FOOT (0.3 M) ABOVE THE SAND ROAD, 84.7 FEET (25.8 M) SOUTH
 EB1850'SOUTHWEST OF THE NORTHEAST CORNER OF A 5-FOOT CHAIN LINK FENCE, 4.8
 EB1850'FEET (1.5 M) WEST OF THE POWER POLE XCQ91 WITH TRANSFORMER AND GUY
 EB1850'WIRE, 59.9 FEET (18.3 M) NORTH OF THE NORTHWEST CORNER OF A 4-FOOT
 EB1850'SQUARE METAL PUMP HOUSE, 51.5 FEET (15.7 M) NORTH NORTHEAST OF THE
 EB1850'NORTHEAST BRICK CORNER OF THE METAL BUILDING, 4.8 FEET (1.5 M) WEST OF
 EB1850'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1851 ***********************************************************************
 EB1851  DESIGNATION -  34 053
 EB1851  PID         -  EB1851
 EB1851  STATE/COUNTY-  SC/MARION
 EB1851  USGS QUAD   -  CENTENARY (1947)
 EB1851
 EB1851                         *CURRENT SURVEY CONTROL
 EB1851  ___________________________________________________________________
 EB1851* NAD 83(1986)-  34 04 07.     (N)    079 16 16.     (W)     SCALED    
 EB1851* NAVD 88     -        13.733  (meters)      45.06   (feet)  ADJUSTED  
 EB1851  ___________________________________________________________________
 EB1851  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EB1851  DYNAMIC HT  -          13.720 (meters)      45.01  (feet)  COMP
 EB1851  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 EB1851
 EB1851  VERT ORDER  -  FIRST     CLASS II
 EB1851
 EB1851.The horizontal coordinates were scaled from a topographic map and have
 EB1851.an estimated accuracy of +/- 6 seconds.
 EB1851
 EB1851.The orthometric height was determined by differential leveling
 EB1851.and adjusted by the National Geodetic Survey in June 1991..
 EB1851
 EB1851.The geoid height was determined by GEOID03.
 EB1851
 EB1851.The dynamic height is computed by dividing the NAVD 88
 EB1851.geopotential number by the normal gravity value computed on the
 EB1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1851.degrees latitude (g = 980.6199 gals.).
 EB1851
 EB1851.The modeled gravity was interpolated from observed gravity values.
 EB1851
 EB1851;                    North         East    Units  Estimated Accuracy
 EB1851;SPC SC       -   249,220.      769,160.      MT  (+/- 180 meters Scaled)
 EB1851
 EB1851                          SUPERSEDED SURVEY CONTROL
 EB1851
 EB1851  NGVD 29 (03/21/89)   14.040  (m)           46.06   (f) ADJUSTED    1 2
 EB1851
 EB1851.Superseded values are not recommended for survey control.
 EB1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1851.See file dsdata.txt to determine how the superseded data were derived.
 EB1851
 EB1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT595711(NAD 83)
 EB1851_MARKER: DD = SURVEY DISK
 EB1851_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1851_SP_SET: DECK ABOVE ABUTMENT OF BRIDGE
 EB1851_STAMPING: VERT 34 053 1986
 EB1851_MARK LOGO: SCGS  
 EB1851_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1851+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 EB1851
 EB1851  HISTORY     - Date     Condition        Report By
 EB1851  HISTORY     - 1986     MONUMENTED       SCGS
 EB1851  HISTORY     - 20011003 GOOD             SCGS
 EB1851
 EB1851                          STATION DESCRIPTION
 EB1851
 EB1851'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1851'9.9 KM (6.15 MI) NW FROM AYNOR.
 EB1851'9.7 KM (6.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 EB1851'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET IN THE
 EB1851'NORTHWEST CORNER OF A CONCRETE BRIDGE, 3.1 KM (1.95 MI) SOUTHEAST OF
 EB1851'THE STATE HIGHWAY 41 OVERPASS, 0.55 METER (1.8 FT) EAST SOUTHEAST OF
 EB1851'THE WEST END OF THE BRIDGE, 0.12 METER (0.4 FT) SOUTH SOUTHWEST OF THE
 EB1851'SOUTH SIDE OF THE NORTH RAILING.
 EB1851'THE MARK IS 1.1 METERS  SSE FROM  A WITNESS POST
 EB1851'THE MARK IS ABOVE LEVEL WITH THE DECK.
 EB1851
 EB1851                          STATION RECOVERY (2001)
 EB1851
 EB1851'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1851'STATION IS LOCATED 6.3 MILES (10.1 KM) NORTHWEST OF AYNOR, 10.5 MILES
 EB1851'(16.9 KM) SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1851'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1851'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB1851'501 (PINE STREET) , STATE HIGHWAY 319 (ELM STREET) AND STATE ROAD 100
 EB1851'(ST.  JOHN ROAD) IN AYNOR, GO NORTH ON HIGHWAY 501 FOR 6.05 MILES
 EB1851'(9.74 KM) TO THE STATION SET IN THE NORTH CORNER OF A CONCRETE BRIDGE
 EB1851'OF THE NORTHBOUND LANES OF THE HIGHWAY.  STATION IS A DISK SET INTO A
 EB1851'DRILL HOLE IN THE BRIDGE DECK, 0.5 FOOT (15.2 CM) SOUTH SOUTHWEST OF
 EB1851'THE SOUTHWEST FACE OF THE CONCRETE GUARDRAIL, 1.9 FEET (0.6 M)
 EB1851'SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE, 21.8 FEET (6.6 M)
 EB1851'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 3.8
 EB1851'FEET (1.2 M) SOUTH SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1852 ***********************************************************************
 EB1852  DESIGNATION -  34 054
 EB1852  PID         -  EB1852
 EB1852  STATE/COUNTY-  SC/MARION
 EB1852  USGS QUAD   -  CENTENARY (1947)
 EB1852
 EB1852                         *CURRENT SURVEY CONTROL
 EB1852  ___________________________________________________________________
 EB1852* NAD 83(1986)-  34 03 36.     (N)    079 15 12.     (W)     SCALED    
 EB1852* NAVD 88     -        13.743  (meters)      45.09   (feet)  ADJUSTED  
 EB1852  ___________________________________________________________________
 EB1852  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 EB1852  DYNAMIC HT  -          13.730 (meters)      45.05  (feet)  COMP
 EB1852  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 EB1852
 EB1852  VERT ORDER  -  FIRST     CLASS II
 EB1852
 EB1852.The horizontal coordinates were scaled from a topographic map and have
 EB1852.an estimated accuracy of +/- 6 seconds.
 EB1852
 EB1852.The orthometric height was determined by differential leveling
 EB1852.and adjusted by the National Geodetic Survey in June 1991..
 EB1852
 EB1852.The geoid height was determined by GEOID03.
 EB1852
 EB1852.The dynamic height is computed by dividing the NAVD 88
 EB1852.geopotential number by the normal gravity value computed on the
 EB1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1852.degrees latitude (g = 980.6199 gals.).
 EB1852
 EB1852.The modeled gravity was interpolated from observed gravity values.
 EB1852
 EB1852;                    North         East    Units  Estimated Accuracy
 EB1852;SPC SC       -   248,290.      770,820.      MT  (+/- 180 meters Scaled)
 EB1852
 EB1852                          SUPERSEDED SURVEY CONTROL
 EB1852
 EB1852  NGVD 29 (03/21/89)   14.050  (m)           46.10   (f) ADJUSTED    1 2
 EB1852
 EB1852.Superseded values are not recommended for survey control.
 EB1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1852.See file dsdata.txt to determine how the superseded data were derived.
 EB1852
 EB1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT611701(NAD 83)
 EB1852_MARKER: DD = SURVEY DISK
 EB1852_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1852_SP_SET: DECK ABOVE ABUTMENT OF BRIDGE
 EB1852_STAMPING: VERT 34 054 1986
 EB1852_MARK LOGO: SCGS  
 EB1852_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1852+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 EB1852
 EB1852  HISTORY     - Date     Condition        Report By
 EB1852  HISTORY     - 1986     MONUMENTED       SCGS
 EB1852  HISTORY     - 20011003 GOOD             SCGS
 EB1852
 EB1852                          STATION DESCRIPTION
 EB1852
 EB1852'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1852'8.2 KM (5.1 MI) NW FROM AYNOR.
 EB1852'7.9 KM (4.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE JUNCTION
 EB1852'OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, SET IN THE NORTHWEST
 EB1852'CORNER OF A CONCRETE BRIDGE, 0.55 KM (0.35 MI) NORTHWEST OF THE ERNEST
 EB1852'L. ANDERSON BRIDGE OVER THE LITTLE PEE DEE RIVER AT GALIVANTS FERRY,
 EB1852'0.46 METER (1.5 FT) EAST SOUTHEAST OF THE WEST END OF THE BRIDGE,
 EB1852'0.13 METER (0.4 FT) SOUTH SOUTHWEST OF THE SOUTH SIDE OF THE NORTH
 EB1852'RAILING.
 EB1852'THE MARK IS 0.9 METERS  SSE FROM  A WITNESS POST
 EB1852'THE MARK IS ABOVE LEVEL WITH THE DECK.
 EB1852
 EB1852                          STATION RECOVERY (2001)
 EB1852
 EB1852'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1852'STATION IS LOCATED 5.2 MILES (8.4 KM) NORTHWEST OF AYNOR, 11.7 MILES
 EB1852'(18.8 KM) SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 EB1852'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EB1852'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EB1852'501 (PINE STREET) , STATE HIGHWAY 319 (ELM STREET) AND STATE ROAD 100
 EB1852'(ST.  JOHN ROAD) IN AYNOR, GO NORTH ON HIGHWAY 501 FOR 4.85 MILES
 EB1852'(7.81 KM) TO THE STATION SET IN THE NORTH CORNER OF A CONCRETE BRIDGE
 EB1852'OF THE NORTHBOUND LANES OF THE HIGHWAY.  STATION IS A DISK SET INTO A
 EB1852'DRILL HOLE IN THE BRIDGE DECK, 22.1 FEET (6.7 M) NORTH NORTHEAST OF
 EB1852'THE CENTER OF THE HIGHWAY, 1.6 FEET (0.5 M) EAST SOUTHEAST OF THE
 EB1852'NORTHWEST END OF THE BRIDGE, 0.5 FOOT (15.2 CM) SOUTH SOUTHWEST OF THE
 EB1852'SOUTHWEST FACE OF THE 3-FOOT GUARDRAIL, 2.6 FEET (0.8 M) SOUTH OF A
 EB1852'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB1845 ***********************************************************************
 EB1845  DESIGNATION -  34 055
 EB1845  PID         -  EB1845
 EB1845  STATE/COUNTY-  SC/MARION
 EB1845  USGS QUAD   -  CENTENARY (1947)
 EB1845
 EB1845                         *CURRENT SURVEY CONTROL
 EB1845  ___________________________________________________________________
 EB1845* NAD 83(1986)-  34 02 49.     (N)    079 20 10.     (W)     SCALED    
 EB1845* NAVD 88     -        18.213  (meters)      59.75   (feet)  ADJUSTED  
 EB1845  ___________________________________________________________________
 EB1845  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 EB1845  DYNAMIC HT  -          18.195 (meters)      59.69  (feet)  COMP
 EB1845  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EB1845
 EB1845  VERT ORDER  -  FIRST     CLASS II
 EB1845
 EB1845.The horizontal coordinates were scaled from a topographic map and have
 EB1845.an estimated accuracy of +/- 6 seconds.
 EB1845
 EB1845.The orthometric height was determined by differential leveling
 EB1845.and adjusted by the National Geodetic Survey in June 1991..
 EB1845
 EB1845.The geoid height was determined by GEOID03.
 EB1845
 EB1845.The dynamic height is computed by dividing the NAVD 88
 EB1845.geopotential number by the normal gravity value computed on the
 EB1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1845.degrees latitude (g = 980.6199 gals.).
 EB1845
 EB1845.The modeled gravity was interpolated from observed gravity values.
 EB1845
 EB1845;                    North         East    Units  Estimated Accuracy
 EB1845;SPC SC       -   246,720.      763,200.      MT  (+/- 180 meters Scaled)
 EB1845
 EB1845                          SUPERSEDED SURVEY CONTROL
 EB1845
 EB1845  NGVD 29 (03/21/89)   18.520  (m)           60.76   (f) ADJUSTED    1 2
 EB1845
 EB1845.Superseded values are not recommended for survey control.
 EB1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1845.See file dsdata.txt to determine how the superseded data were derived.
 EB1845
 EB1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT535686(NAD 83)
 EB1845_MARKER: DD = SURVEY DISK
 EB1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1845_SP_SET: CONCRETE POST
 EB1845_STAMPING: VERT 34 055 1986
 EB1845_MARK LOGO: SCGS  
 EB1845_PROJECTION: FLUSH
 EB1845_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1845+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 EB1845
 EB1845  HISTORY     - Date     Condition        Report By
 EB1845  HISTORY     - 1986     MONUMENTED       SCGS
 EB1845  HISTORY     - 20011002 GOOD             SCGS
 EB1845
 EB1845                          STATION DESCRIPTION
 EB1845
 EB1845'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB1845'18.7 KM (11.6 MI) SSW FROM MULLINS.
 EB1845'19.7 KM (12.25 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN
 EB1845'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET)
 EB1845'AND STATE HIGHWAY 917 IN MULLINS, THENCE 0.7 KM (0.45 MI) WESTERLY
 EB1845'ALONG A SAND ROAD TO A SAND ROAD RIGHT, CONTINUE 0.2 KM (0.1 MI)
 EB1845'WESTERLY ALONG THE SAND ROAD, SET NEAR THE SOUTHEAST CORNER OF THE
 EB1845'PORCH OF A WOODEN HOUSE (WHITE HALL), 52.2 METERS (171.3 FT) SOUTH OF
 EB1845'THE CENTER OF THE ROAD, 0.78 METER (2.6 FT) EAST NORTHEAST OF THE
 EB1845'SOUTHEAST CORNER OF THE BRICK PILLAR SUPPORTING THE SOUTHEAST CORNER
 EB1845'OF THE PORCH, 7.87 METERS (25.8 FT) SOUTH OF THE NORTHEAST CORNER OF
 EB1845'THE PILLAR SUPPORTING THE NORTHEAST CORNER OF THE PORCH, 6.85 METERS
 EB1845'(22.5 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 10.45 METERS
 EB1845'(34.3 FT) WEST OF A POWER POLE CP26-4 WITH SECURITY LIGHT, 15.2 METERS
 EB1845'(49.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE LARGER OF TWO BRICK
 EB1845'PUMP SHEDS, 17.6 METERS (57.7 FT) NORTHWEST OF A 34-INCH LIVE OAK
 EB1845'TREE.
 EB1845
 EB1845                          STATION RECOVERY (2001)
 EB1845
 EB1845'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB1845'STATION IS LOCATED 8.5 MILES (13.7 KM) WEST NORTHWEST OF AYNOR, 9.75
 EB1845'MILES (15.69 KM) SOUTH SOUTHEAST OF MARION.  OWNERSHIP--MRS.  HELEN
 EB1845'WHITE, 470 EAST LEGETTE ROAD, CENTENARY, SC 29571.  TO REACH THE
 EB1845'STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 41 ALTERNATE IN THE
 EB1845'COMMUNITY OF CENTENARY, 8.55 MILES (13.76 KM) WEST OF AYNOR, GO NORTH
 EB1845'NORTHEAST ON HIGHWAY 41 FOR 2.15 MILES (3.46 KM) TO A SAND ROAD LEFT
 EB1845'(EAST LEGETTE ROAD) , TURN LEFT ON THE SAND ROAD FOR 0.55 MILE (0.89
 EB1845'KM) TO THE STATION ON THE LEFT NEAR THE SOUTH CORNER OF A WRAP AROUND
 EB1845'PORCH OF A WOODEN HOUSE NUMBER 470.  STATION IS A CONCRETE POST
 EB1845'RECESSED 0.1 FOOT (3.0 CM) AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 2.6
 EB1845'FEET (0.8 M) EAST NORTHEAST OF THE SOUTH BRICK FOUNDATION CORNER OF
 EB1845'THE PORCH OF THE HOUSE, 25.9 FEET (7.9 M) SOUTH OF THE NORTHEAST BRICK
 EB1845'FOUNDATION CORNER OF THE PORCH OF THE HOUSE, 33.8 FEET (10.3 M) WEST
 EB1845'OF A POWER POLE XCP26/4 WITH A SECURITY LIGHT, 49.7 FEET (15.1 M)
 EB1845'NORTHWEST OF THE NORTHWEST CORNER OF A 4-FOOT SQUARE BRICK PUMP HOUSE,
 EB1845'33.3 FEET (10.1 M) NORTH OF A 1.0-FOOT MAGNOLIA TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2096 ***********************************************************************
 DD2096  DESIGNATION -  34 056
 DD2096  PID         -  DD2096
 DD2096  STATE/COUNTY-  SC/MARION
 DD2096  USGS QUAD   -  SNOW ISLAND (1990)
 DD2096
 DD2096                         *CURRENT SURVEY CONTROL
 DD2096  ___________________________________________________________________
 DD2096* NAD 83(1986)-  33 51 01.     (N)    079 17 39.     (W)     SCALED    
 DD2096* NAVD 88     -         8.814  (meters)      28.92   (feet)  ADJUSTED  
 DD2096  ___________________________________________________________________
 DD2096  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DD2096  DYNAMIC HT  -           8.805 (meters)      28.89  (feet)  COMP
 DD2096  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 DD2096
 DD2096  VERT ORDER  -  FIRST     CLASS II
 DD2096
 DD2096.The horizontal coordinates were scaled from a topographic map and have
 DD2096.an estimated accuracy of +/- 6 seconds.
 DD2096
 DD2096.The orthometric height was determined by differential leveling
 DD2096.and adjusted by the National Geodetic Survey in June 1991..
 DD2096
 DD2096.The geoid height was determined by GEOID03.
 DD2096
 DD2096.The dynamic height is computed by dividing the NAVD 88
 DD2096.geopotential number by the normal gravity value computed on the
 DD2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2096.degrees latitude (g = 980.6199 gals.).
 DD2096
 DD2096.The modeled gravity was interpolated from observed gravity values.
 DD2096
 DD2096;                    North         East    Units  Estimated Accuracy
 DD2096;SPC SC       -   224,970.      767,430.      MT  (+/- 180 meters Scaled)
 DD2096
 DD2096                          SUPERSEDED SURVEY CONTROL
 DD2096
 DD2096  NGVD 29 (03/21/89)    9.120  (m)           29.92   (f) ADJUSTED    1 2
 DD2096
 DD2096.Superseded values are not recommended for survey control.
 DD2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2096.See file dsdata.txt to determine how the superseded data were derived.
 DD2096
 DD2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT578468(NAD 83)
 DD2096_MARKER: DD = SURVEY DISK
 DD2096_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD2096_SP_SET: CURB ABOVE ABUTMENT OF BRIDGE
 DD2096_STAMPING: VERT 34 056 1986
 DD2096_MARK LOGO: SCGS  
 DD2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2096
 DD2096  HISTORY     - Date     Condition        Report By
 DD2096  HISTORY     - 1986     MONUMENTED       SCGS
 DD2096
 DD2096                          STATION DESCRIPTION
 DD2096
 DD2096'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2096'22.3 KM (13.85 MI) WEST FROM CONWAY.
 DD2096'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2096'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2096'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 15.6
 DD2096'KM (9.7 MI) WESTERLY ALONG HIGHWAY 378 TO THE JUNCTION OF STATE ROAD
 DD2096'24 (PEE DEE CROSSROADS), CONTINUE 7.15 KM (4.45 MI) WESTERLY ALONG
 DD2096'HIGHWAY 378, SET IN THE CURB AT THE EAST-NORTHEAST CORNER OF A
 DD2096'BRIDGE, 1.05 KM (0.65 MI) WEST-NORTHWEST OF THE JUNCTION OF STATE
 DD2096'ROAD 86, 4.7 METERS (15.4 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 DD2096'HIGHWAY, 0.11 METER (0.4 FT) NORTH OF THE SOUTH CORNER OF THE CURB.
 DD2096'THE MARK IS 0.69 METERS  W FROM  A WITNESS POST
 DD2096'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2106 ***********************************************************************
 DD2106  DESIGNATION -  34 057
 DD2106  PID         -  DD2106
 DD2106  STATE/COUNTY-  SC/MARION
 DD2106  USGS QUAD   -  BRITTONS NECK (1990)
 DD2106
 DD2106                         *CURRENT SURVEY CONTROL
 DD2106  ___________________________________________________________________
 DD2106* NAD 83(1986)-  33 52 42.     (N)    079 21 48.     (W)     SCALED    
 DD2106* NAVD 88     -        13.057  (meters)      42.84   (feet)  ADJUSTED  
 DD2106  ___________________________________________________________________
 DD2106  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DD2106  DYNAMIC HT  -          13.044 (meters)      42.80  (feet)  COMP
 DD2106  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 DD2106
 DD2106  VERT ORDER  -  FIRST     CLASS II
 DD2106
 DD2106.The horizontal coordinates were scaled from a topographic map and have
 DD2106.an estimated accuracy of +/- 6 seconds.
 DD2106
 DD2106.The orthometric height was determined by differential leveling
 DD2106.and adjusted by the National Geodetic Survey in June 1991..
 DD2106
 DD2106.The geoid height was determined by GEOID03.
 DD2106
 DD2106.The dynamic height is computed by dividing the NAVD 88
 DD2106.geopotential number by the normal gravity value computed on the
 DD2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2106.degrees latitude (g = 980.6199 gals.).
 DD2106
 DD2106.The modeled gravity was interpolated from observed gravity values.
 DD2106
 DD2106;                    North         East    Units  Estimated Accuracy
 DD2106;SPC SC       -   227,980.      760,980.      MT  (+/- 180 meters Scaled)
 DD2106
 DD2106                          SUPERSEDED SURVEY CONTROL
 DD2106
 DD2106  NGVD 29 (03/21/89)   13.364  (m)           43.85   (f) ADJUSTED    1 2
 DD2106
 DD2106.Superseded values are not recommended for survey control.
 DD2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2106.See file dsdata.txt to determine how the superseded data were derived.
 DD2106
 DD2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT513498(NAD 83)
 DD2106_MARKER: DD = SURVEY DISK
 DD2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2106_SP_SET: CONCRETE POST
 DD2106_STAMPING: VERT 34 057 1986
 DD2106_MARK LOGO: SCGS  
 DD2106_PROJECTION: RECESSED 5 CENTIMETERS
 DD2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2106+STABILITY: SURFACE MOTION
 DD2106
 DD2106  HISTORY     - Date     Condition        Report By
 DD2106  HISTORY     - 1986     MONUMENTED       SCGS
 DD2106
 DD2106                          STATION DESCRIPTION
 DD2106
 DD2106'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2106'10.2 KM (6.35 MI) NE FROM JOHNSONVILLE.
 DD2106'6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2106'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2106'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2106'GOES NORTHWEST), IN KINGSBURG , CONTINUE 0.5 KM (0.3 MI)
 DD2106'NORTH-NORTHEAST ALONG HIGHWAY 41 TO THE JUNCTION OF U.S. HIGHWAY
 DD2106'378, CONTINUE 5.65 KM (3.5 MI) NORTH AND NORTHEAST ALONG HIGHWAYS 378
 DD2106'AND 41 TO A FORK (HIGHWAY 41 GOES NORTHWEST), CONTINUE 5.65 KM (3.5
 DD2106'MI) SOUTHEAST ALONG HIGHWAY 378, SET NEAR THE EAST CORNER OF AND IN
 DD2106'LINE WITH THE SOUTHEAST SIDE OF THE DAVISTON CHURCH OF GOD, 42.9
 DD2106'METERS (140.7 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 1.02 METERS
 DD2106'(3.4 FT) NORTHEAST OF THE CHURCH CORNER, 12.04 METERS (39.5 FT)
 DD2106'NORTHWEST OF A SECURITY LIGHT POLE, 10.5 METERS (34.4 FT) SOUTHEAST
 DD2106'OF THE SOUTHEAST EDGE OF THE CHURCH PORCH, 43.28 METERS (142.0 FT)
 DD2106'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A CONCRET BLOCK PUMP SHED.
 DD2106'THE MARK IS 0.1 M BELOW A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2107 ***********************************************************************
 DD2107  DESIGNATION -  34 058
 DD2107  PID         -  DD2107
 DD2107  STATE/COUNTY-  SC/MARION
 DD2107  USGS QUAD   -  GRESHAM (1990)
 DD2107
 DD2107                         *CURRENT SURVEY CONTROL
 DD2107  ___________________________________________________________________
 DD2107* NAD 83(1986)-  33 53 20.     (N)    079 22 41.     (W)     SCALED    
 DD2107* NAVD 88     -        14.645  (meters)      48.05   (feet)  ADJUSTED  
 DD2107  ___________________________________________________________________
 DD2107  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DD2107  DYNAMIC HT  -          14.630 (meters)      48.00  (feet)  COMP
 DD2107  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 DD2107
 DD2107  VERT ORDER  -  FIRST     CLASS II
 DD2107
 DD2107.The horizontal coordinates were scaled from a topographic map and have
 DD2107.an estimated accuracy of +/- 6 seconds.
 DD2107
 DD2107.The orthometric height was determined by differential leveling
 DD2107.and adjusted by the National Geodetic Survey in June 1991..
 DD2107
 DD2107.The geoid height was determined by GEOID03.
 DD2107
 DD2107.The dynamic height is computed by dividing the NAVD 88
 DD2107.geopotential number by the normal gravity value computed on the
 DD2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2107.degrees latitude (g = 980.6199 gals.).
 DD2107
 DD2107.The modeled gravity was interpolated from observed gravity values.
 DD2107
 DD2107;                    North         East    Units  Estimated Accuracy
 DD2107;SPC SC       -   229,130.      759,600.      MT  (+/- 180 meters Scaled)
 DD2107
 DD2107                          SUPERSEDED SURVEY CONTROL
 DD2107
 DD2107  NGVD 29 (03/21/89)   14.952  (m)           49.05   (f) ADJUSTED    1 2
 DD2107
 DD2107.Superseded values are not recommended for survey control.
 DD2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2107.See file dsdata.txt to determine how the superseded data were derived.
 DD2107
 DD2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT499510(NAD 83)
 DD2107_MARKER: DD = SURVEY DISK
 DD2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2107_SP_SET: CONCRETE POST
 DD2107_STAMPING: VERT 34 058 1986
 DD2107_MARK LOGO: SCGS  
 DD2107_PROJECTION: RECESSED 1 CENTIMETERS
 DD2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2107+STABILITY: SURFACE MOTION
 DD2107
 DD2107  HISTORY     - Date     Condition        Report By
 DD2107  HISTORY     - 1986     MONUMENTED       SCGS
 DD2107
 DD2107                          STATION DESCRIPTION
 DD2107
 DD2107'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2107'10.1 KM (6.3 MI) NE FROM JOHNSONVILLE.
 DD2107'6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2107'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2107'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2107'GOES NORTHWEST) IN KINGSBURG, CONTINUE 0.5 KM (0.3 MI)
 DD2107'NORTH-NORTHEAST ALONG HIGHWAY 41 TO THE JUNCTION OF U.S. HIGHWAY
 DD2107'378, CONTINUE 5.65 KM (3.5 MI) NORTHEASTERLY ALONG HIGHWAYS 378 AND
 DD2107'41 TO A FORK (HIGHWAY 41 GOES NORTHEAST), THENCE 3.8 KM (2.35 MI)
 DD2107'SOUTHEAST ALONG HIGHWAY 378, SET IN LINE WITH THE SOUTHEAST SIDE OF
 DD2107'AND IN FRONT OF A SHINGLE-SIDED HOUSE WITH A BRICK FOUNDATION, 38.59
 DD2107'METERS (126.6 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 10.05
 DD2107'METERS (33.0 FT) SOUTHWEST OF THE SOUTH CORNER OF THE FOUNDATION,
 DD2107'19.15 METERS (62.8 FT) NORTHWEST OF A POWER POLE WITH A SECURITY
 DD2107'LIGHT, 17.8 METERS (58.4 FT) SOUTH OF THE WEST CORNER OF THE
 DD2107'FOUNDATION, 7.65 METERS (25.1 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 DD2107'THE SIDEWALK TO THE HOUSE.
 DD2107'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2108 ***********************************************************************
 DD2108  DESIGNATION -  34 059
 DD2108  PID         -  DD2108
 DD2108  STATE/COUNTY-  SC/MARION
 DD2108  USGS QUAD   -  GRESHAM (1990)
 DD2108
 DD2108                         *CURRENT SURVEY CONTROL
 DD2108  ___________________________________________________________________
 DD2108* NAD 83(1986)-  33 53 56.     (N)    079 23 36.     (W)     SCALED    
 DD2108* NAVD 88     -        13.945  (meters)      45.75   (feet)  ADJUSTED  
 DD2108  ___________________________________________________________________
 DD2108  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DD2108  DYNAMIC HT  -          13.931 (meters)      45.71  (feet)  COMP
 DD2108  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DD2108
 DD2108  VERT ORDER  -  FIRST     CLASS II
 DD2108
 DD2108.The horizontal coordinates were scaled from a topographic map and have
 DD2108.an estimated accuracy of +/- 6 seconds.
 DD2108
 DD2108.The orthometric height was determined by differential leveling
 DD2108.and adjusted by the National Geodetic Survey in June 1991..
 DD2108
 DD2108.The geoid height was determined by GEOID03.
 DD2108
 DD2108.The dynamic height is computed by dividing the NAVD 88
 DD2108.geopotential number by the normal gravity value computed on the
 DD2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2108.degrees latitude (g = 980.6199 gals.).
 DD2108
 DD2108.The modeled gravity was interpolated from observed gravity values.
 DD2108
 DD2108;                    North         East    Units  Estimated Accuracy
 DD2108;SPC SC       -   230,220.      758,170.      MT  (+/- 180 meters Scaled)
 DD2108
 DD2108                          SUPERSEDED SURVEY CONTROL
 DD2108
 DD2108  NGVD 29 (03/21/89)   14.252  (m)           46.76   (f) ADJUSTED    1 2
 DD2108
 DD2108.Superseded values are not recommended for survey control.
 DD2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2108.See file dsdata.txt to determine how the superseded data were derived.
 DD2108
 DD2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT485521(NAD 83)
 DD2108_MARKER: DD = SURVEY DISK
 DD2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2108_SP_SET: CONCRETE POST
 DD2108_STAMPING: VERT 34 059 1986
 DD2108_MARK LOGO: SCGS  
 DD2108_PROJECTION: RECESSED 2 CENTIMETERS
 DD2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2108+STABILITY: SURFACE MOTION
 DD2108
 DD2108  HISTORY     - Date     Condition        Report By
 DD2108  HISTORY     - 1986     MONUMENTED       SCGS
 DD2108
 DD2108                          STATION DESCRIPTION
 DD2108
 DD2108'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2108'10.2 KM (6.35 MI) NNE FROM JOHNSONVILLE.
 DD2108'6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2108'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2108'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2108'GOES NORTHWEST) IN KINGSBURG, CONTINUE 0.5 KM (0.3 MI)
 DD2108'NORTH-NORTHEAST ALONG HIGHWAY 41 TO THE JUNCTION OF U.S. HIGHWAY
 DD2108'378, CONTINUE 5.65 KM (3.5 MI) NORTHEASTERLY ALONG HIGHWAYS 378 AND
 DD2108'41 TO A FORK (HIGHWAY 41 GOES NORTHEAST), THENCE 2.0 KM (1.25 MI)
 DD2108'SOUTHEAST ALONG HIGHWAY 378, SET IN LINE WITH THE SOUTHEAST SIDE OF A
 DD2108'BRICK HOUSE AND NEAR THE EAST CORNER POST OF A BOARD FENCE IN THE
 DD2108'WEST ANGLE OF THE DRIVEWAY TO THE HOUSE, 15.85 METERS (52.0 FT)
 DD2108'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 0.8 METERS (2.6 FT)
 DD2108'WEST-NORTHWEST OF THE POST, 14.03 METERS (46.0 FT) NORTHEAST OF THE
 DD2108'EAST CORNER OF THE HOUSE, 9.07 METERS (29.8 FT) WEST-NORTHWEST OF A
 DD2108'POWER POLE CD75/53-1, 2.7 METERS (8.9 FT) NORTHWEST THE CENTER OF THE
 DD2108'DRIVEWAY.
 DD2108'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2110 ***********************************************************************
 DD2110  DESIGNATION -  34 060
 DD2110  PID         -  DD2110
 DD2110  STATE/COUNTY-  SC/MARION
 DD2110  USGS QUAD   -  GRESHAM (1990)
 DD2110
 DD2110                         *CURRENT SURVEY CONTROL
 DD2110  ___________________________________________________________________
 DD2110* NAD 83(1986)-  33 54 36.     (N)    079 25 34.     (W)     SCALED    
 DD2110* NAVD 88     -        13.878  (meters)      45.53   (feet)  ADJUSTED  
 DD2110  ___________________________________________________________________
 DD2110  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DD2110  DYNAMIC HT  -          13.864 (meters)      45.49  (feet)  COMP
 DD2110  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 DD2110
 DD2110  VERT ORDER  -  FIRST     CLASS II
 DD2110
 DD2110.The horizontal coordinates were scaled from a topographic map and have
 DD2110.an estimated accuracy of +/- 6 seconds.
 DD2110
 DD2110.The orthometric height was determined by differential leveling
 DD2110.and adjusted by the National Geodetic Survey in June 1991..
 DD2110
 DD2110.The geoid height was determined by GEOID03.
 DD2110
 DD2110.The dynamic height is computed by dividing the NAVD 88
 DD2110.geopotential number by the normal gravity value computed on the
 DD2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2110.degrees latitude (g = 980.6199 gals.).
 DD2110
 DD2110.The modeled gravity was interpolated from observed gravity values.
 DD2110
 DD2110;                    North         East    Units  Estimated Accuracy
 DD2110;SPC SC       -   231,400.      755,120.      MT  (+/- 180 meters Scaled)
 DD2110
 DD2110                          SUPERSEDED SURVEY CONTROL
 DD2110
 DD2110  NGVD 29 (03/21/89)   14.185  (m)           46.54   (f) ADJUSTED    1 2
 DD2110
 DD2110.Superseded values are not recommended for survey control.
 DD2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2110.See file dsdata.txt to determine how the superseded data were derived.
 DD2110
 DD2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT455532(NAD 83)
 DD2110_MARKER: DD = SURVEY DISK
 DD2110_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD2110_SP_SET: BRIDGE ABUTMENT
 DD2110_STAMPING: VERT 34 060 1987
 DD2110_MARK LOGO: SCGS  
 DD2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2110
 DD2110  HISTORY     - Date     Condition        Report By
 DD2110  HISTORY     - 1987     MONUMENTED       SCGS
 DD2110
 DD2110                          STATION DESCRIPTION
 DD2110
 DD2110'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2110'10.4 KM (6.45 MI) NORTH FROM JOHNSONVILLE.
 DD2110'6.85 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAYS 41 AND 51
 DD2110'(GEORGETOWN ROAD) FROM THE JUNCTION OF STATE HIGHWAY 341 AND STATE
 DD2110'ROAD 120 (EAST BROADWAY STREET) IN JOHNSONVILLE TO A FORK (HIGHWAY 51
 DD2110'GOES NORTHWEST) IN KINGSBURG, CONTINUE 0.5 KM (0.3 MI)
 DD2110'NORTH-NORTHEAST ALONG HIGHWAY 41 TO THE JUNCTION OF U.S. HIGHWAY
 DD2110'378, CONTINUE 5.25 KM (3.25 MI) NORTHEASTERLY ALONG HIGHWAYS 378 AND
 DD2110'41, SET ON THE OUTSIDE OF THE RAILING IN THE ABUTMENT AT THE NORTH
 DD2110'CORNER OF THE GREAT PEE DEE RIVER BRIDGE, 4.95 METERS (16.2 FT)
 DD2110'NORTHWEST OF THE CENTER OF THE HIGHWAY.
 DD2110'THE MARK IS 0.16 METERS  WSW FROM  A WITNESS POST
 DD2110'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4086 ***********************************************************************
 EB4086  DESIGNATION -  34 061
 EB4086  PID         -  EB4086
 EB4086  STATE/COUNTY-  SC/MARION
 EB4086  USGS QUAD   -  LAKE VIEW (1962)
 EB4086
 EB4086                         *CURRENT SURVEY CONTROL
 EB4086  ___________________________________________________________________
 EB4086* NAD 83(1986)-  34 15 34.     (N)    079 08 42.     (W)     SCALED    
 EB4086* NAVD 88     -        16.858  (meters)      55.31   (feet)  ADJUSTED  
 EB4086  ___________________________________________________________________
 EB4086  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 EB4086  DYNAMIC HT  -          16.841 (meters)      55.25  (feet)  COMP
 EB4086  MODELED GRAV-     979,663.7   (mgal)                       NAVD 88
 EB4086
 EB4086  VERT ORDER  -  FIRST     CLASS II
 EB4086
 EB4086.The horizontal coordinates were scaled from a topographic map and have
 EB4086.an estimated accuracy of +/- 6 seconds.
 EB4086
 EB4086.The orthometric height was determined by differential leveling
 EB4086.and adjusted by the National Geodetic Survey in June 1994..
 EB4086
 EB4086.The geoid height was determined by GEOID03.
 EB4086
 EB4086.The dynamic height is computed by dividing the NAVD 88
 EB4086.geopotential number by the normal gravity value computed on the
 EB4086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4086.degrees latitude (g = 980.6199 gals.).
 EB4086
 EB4086.The modeled gravity was interpolated from observed gravity values.
 EB4086
 EB4086;                    North         East    Units  Estimated Accuracy
 EB4086;SPC SC       -   270,580.      780,420.      MT  (+/- 180 meters Scaled)
 EB4086
 EB4086                          SUPERSEDED SURVEY CONTROL
 EB4086
 EB4086.No superseded survey control is available for this station.
 EB4086
 EB4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT707924(NAD 83)
 EB4086_MARKER: DD = SURVEY DISK
 EB4086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4086_SP_SET: CONCRETE POST
 EB4086_STAMPING: 34 061 1993
 EB4086_MARK LOGO: SCGS  
 EB4086_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4086+STABILITY: SURFACE MOTION
 EB4086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4086+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2001
 EB4086
 EB4086  HISTORY     - Date     Condition        Report By
 EB4086  HISTORY     - 1993     MONUMENTED       SCGS
 EB4086  HISTORY     - 20010830 GOOD             SCGS
 EB4086
 EB4086                          STATION DESCRIPTION
 EB4086
 EB4086'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4086'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTH OF NICHOLS, 6.1 MILES
 EB4086'(9.8 KM) SOUTHEAST OF LAKE VIEW. OWNERSHIP--ESTHER S. FLOYD, ROUTE 4,
 EB4086'BOX 596, NICHOLS, SC 29581, PHONE 803-526-2464. TO REACH THE STATION
 EB4086'FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S. HIGHWAY 76 (MAIN
 EB4086'STREET) IN NICHOLS, GO NORTH NORTHWEST ON HIGHWAY 9 FOR 0.7 MILE
 EB4086'(1.1 KM) TO THE JUNCTION OF STATE ROAD 35 (NORTH NICHOLS STREET)
 EB4086'RIGHT AND CANAL STREET LEFT, CONTINUE ON HIGHWAY 9 FOR 1.3 MILES
 EB4086'(2.1 KM) TO A DRIVEWAY RIGHT LEADING TO A SMALL WOODEN HOUSE AND THE
 EB4086'STATION IN THE NORTHEAST ANGLE, 0.55 MILE (0.89 KM) SOUTH OF THE
 EB4086'DILLON/MARION COUNTY LINE. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4086'GROUND AND 3.0 FEET (0.9 M) BELOW THE HIGHWAY, 64.8 FEET (19.8 M)
 EB4086'EAST OF THE CENTER OF THE HIGHWAY, 59.5 FEET (18.1 M) WEST NORTHWEST
 EB4086'OF THE NORTHWEST CORNER OF THE BRICK FOUNDATION OF THE HOUSE AT THE
 EB4086'PORCH CORNER, 16.3 FEET (5.0 M) NORTHWEST OF THE CENTER OF THE
 EB4086'DRIVEWAY, 54.2 FEET (16.5 M) EAST NORTHEAST OF A 3.5-FOOT DOGWOOD
 EB4086'TREE IN THE NORTHEAST ANGLE OF THE DRIVEWAY, 68.1 FEET (20.8 M) NORTH
 EB4086'NORTHEAST OF A POWER POLE BA55/172 WITH A TRANSFORMER. DESCRIBED BY
 EB4086'T. HALL.
 EB4086
 EB4086                          STATION RECOVERY (2001)
 EB4086
 EB4086'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4086'STATION IS LOCATED 1.9 MILES (3.1 KM) NORTH OF NICHOLS, 15.7 MILES
 EB4086'(25.3 KM) EAST NORTHEAST OF MARION.  OWNERSHIP--ESTHER S.  FLOYD, 596
 EB4086'HIGHWAY 9, NICHOLS, SC 29581, PHONE 843-526-2464.  TO REACH THE
 EB4086'STATION FROM THE JUNCTION OF STATE HIGHWAY 9 (SOUTH MAIN STREET/SOUTH
 EB4086'NICHOLS STREET) AND U.S.  HIGHWAY 76 (MULLINS STREET) IN NICHOLS, GO
 EB4086'NORTHWEST ON HIGHWAY 9 FOR 2.0 MILES (3.2 KM) TO THE STATION ON THE
 EB4086'RIGHT IN THE NORTHEAST ANGLE OF A DRIVEWAY LEADING TO A WOODEN HOUSE
 EB4086'NUMBER 596, 0.55 MILE (0.89 KM) SOUTH OF THE DILLON CITY LINE. STATION
 EB4086'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 3.0 FEET (0.9 M)
 EB4086'BELOW THE HIGHWAY, 65.2 FEET (19.9 M) EAST OF THE CENTER OF THE
 EB4086'HIGHWAY, 11.7 FEET (3.6 M) NORTHWEST OF THE CENTER OF THE SAND
 EB4086'DRIVEWAY, 59.4 FEET (18.1 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF
 EB4086'A COVERED PORCH, 68.2 FEET (20.8 M) NORTH NORTHEAST OF A POWER POLE
 EB4086'BA55/172 WITH TRANSFORMER, 28.3 FEET (8.6 M) NORTH NORTHWEST OF A
 EB4086'3.0-FOOT OAK TREE WITH A NO TRESPASSING SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4087 ***********************************************************************
 EB4087  DESIGNATION -  34 062
 EB4087  PID         -  EB4087
 EB4087  STATE/COUNTY-  SC/MARION
 EB4087  USGS QUAD   -  NICHOLS (1980)
 EB4087
 EB4087                         *CURRENT SURVEY CONTROL
 EB4087  ___________________________________________________________________
 EB4087* NAD 83(1986)-  34 14 28.     (N)    079 08 56.     (W)     SCALED    
 EB4087* NAVD 88     -        16.726  (meters)      54.88   (feet)  ADJUSTED  
 EB4087  ___________________________________________________________________
 EB4087  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 EB4087  DYNAMIC HT  -          16.709 (meters)      54.82  (feet)  COMP
 EB4087  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 EB4087
 EB4087  VERT ORDER  -  FIRST     CLASS II
 EB4087
 EB4087.The horizontal coordinates were scaled from a topographic map and have
 EB4087.an estimated accuracy of +/- 6 seconds.
 EB4087
 EB4087.The orthometric height was determined by differential leveling
 EB4087.and adjusted by the National Geodetic Survey in June 1994..
 EB4087
 EB4087.The geoid height was determined by GEOID03.
 EB4087
 EB4087.The dynamic height is computed by dividing the NAVD 88
 EB4087.geopotential number by the normal gravity value computed on the
 EB4087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4087.degrees latitude (g = 980.6199 gals.).
 EB4087
 EB4087.The modeled gravity was interpolated from observed gravity values.
 EB4087
 EB4087;                    North         East    Units  Estimated Accuracy
 EB4087;SPC SC       -   268,540.      780,090.      MT  (+/- 180 meters Scaled)
 EB4087
 EB4087                          SUPERSEDED SURVEY CONTROL
 EB4087
 EB4087.No superseded survey control is available for this station.
 EB4087
 EB4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT704904(NAD 83)
 EB4087_MARKER: DD = SURVEY DISK
 EB4087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4087_SP_SET: CONCRETE POST
 EB4087_STAMPING: 34 062 1993
 EB4087_MARK LOGO: SCGS  
 EB4087_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4087+STABILITY: SURFACE MOTION
 EB4087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4087+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 EB4087
 EB4087  HISTORY     - Date     Condition        Report By
 EB4087  HISTORY     - 1993     MONUMENTED       SCGS
 EB4087  HISTORY     - 20010829 GOOD             SCGS
 EB4087
 EB4087                          STATION DESCRIPTION
 EB4087
 EB4087'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4087'STATION IS LOCATED IN NICHOLS. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4087'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4087'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 EB4087'9 (SOUTH MAIN STREET) AND U.S. HIGHWAY 76 IN NICHOLS, GO NORTH
 EB4087'NORTHWEST ON HIGHWAY 9 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE
 EB4087'ROAD 35 (NORTH NICHOLS STREET) AND THE STATION IN A SMALL CITY PARK
 EB4087'IN THE SOUTH ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH
 EB4087'WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 7.7 FEET
 EB4087'(2.3 M) WEST OF THE NORTHWEST CORNER OF A SMALL GRANITE MEMORIAL
 EB4087'PLAQUE INSCRIBED MEMORIAL GARDEN, 28.6 FEET (8.7 M) NORTH OF A METAL
 EB4087'STAND PIPE WITH AN OLD HAND OPERATED WATER PUMP ATTACHED, 32.7 FEET
 EB4087'(10.0 M) SOUTH OF THE SOUTH EDGE OF THE CURB AT THE JUNCTION, 29.5
 EB4087'FEET (9.0 M) EAST SOUTHEAST OF THE EAST EDGE OF A SIDEWALK, 7.7 FEET
 EB4087'(2.3 M) SOUTHWEST OF A 1.2-FOOT OAK TREE WITH A SCGS REFERENCE WASHER
 EB4087'ATTACHED. DESCRIBED BY T. HALL.
 EB4087
 EB4087                          STATION RECOVERY (2001)
 EB4087
 EB4087'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4087'STATION IS LOCATED 0.6 MILE (1.0 KM) NORTH OF NICHOLS, 15.1 MILES
 EB4087'(24.3 KM) EAST NORTHEAST OF MARION.  OWNERSHIP--TOWN OF NICHOLS, 108
 EB4087'SOUTH NICHOLS STREET, NICHOLS, SC 29581, PHONE 843-526-2193.  TO REACH
 EB4087'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 (SOUTH MAIN
 EB4087'STREET/SOUTH NICHOLS STREET) AND U.S.  HIGHWAY 76 (MULLINS STREET) IN
 EB4087'NICHOLS, GO NORTHWEST ON HIGHWAY 9 FOR 0.7 MILE (1.1 KM) TO THE
 EB4087'STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 EB4087'ROAD 35 (NORTH NICHOLS STREET) .  STATION IS A CONCRETE POST RECESSED
 EB4087'0.1 FOOT (3.0 CM) AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 29.4 FEET
 EB4087'(9.0 M) EAST SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK ALONG THE
 EB4087'HIGHWAY, 28.7 FEET (8.7 M) NORTH NORTHEAST OF A RAISED DECORATIVE
 EB4087'WATER PUMP, 32.1 FEET (9.8 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER
 EB4087'OF THE END OF A CURBING ALONG ROAD 35, 8.0 FEET (2.4 M) SOUTHWEST OF A
 EB4087'1.3-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4088 ***********************************************************************
 EB4088  DESIGNATION -  34 063
 EB4088  PID         -  EB4088
 EB4088  STATE/COUNTY-  SC/MARION
 EB4088  USGS QUAD   -  NICHOLS (1980)
 EB4088
 EB4088                         *CURRENT SURVEY CONTROL
 EB4088  ___________________________________________________________________
 EB4088* NAD 83(1986)-  34 13 58.     (N)    079 08 51.     (W)     SCALED    
 EB4088* NAVD 88     -        15.964  (meters)      52.38   (feet)  ADJUSTED  
 EB4088  ___________________________________________________________________
 EB4088  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 EB4088  DYNAMIC HT  -          15.949 (meters)      52.33  (feet)  COMP
 EB4088  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 EB4088
 EB4088  VERT ORDER  -  FIRST     CLASS II
 EB4088
 EB4088.The horizontal coordinates were scaled from a topographic map and have
 EB4088.an estimated accuracy of +/- 6 seconds.
 EB4088
 EB4088.The orthometric height was determined by differential leveling
 EB4088.and adjusted by the National Geodetic Survey in June 1994..
 EB4088
 EB4088.The geoid height was determined by GEOID03.
 EB4088
 EB4088.The dynamic height is computed by dividing the NAVD 88
 EB4088.geopotential number by the normal gravity value computed on the
 EB4088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4088.degrees latitude (g = 980.6199 gals.).
 EB4088
 EB4088.The modeled gravity was interpolated from observed gravity values.
 EB4088
 EB4088;                    North         East    Units  Estimated Accuracy
 EB4088;SPC SC       -   267,620.      780,240.      MT  (+/- 180 meters Scaled)
 EB4088
 EB4088                          SUPERSEDED SURVEY CONTROL
 EB4088
 EB4088.No superseded survey control is available for this station.
 EB4088
 EB4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT706895(NAD 83)
 EB4088_MARKER: DD = SURVEY DISK
 EB4088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4088_SP_SET: CONCRETE POST
 EB4088_STAMPING: 34 063 1993
 EB4088_MARK LOGO: SCGS  
 EB4088_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4088+STABILITY: SURFACE MOTION
 EB4088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4088+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 EB4088
 EB4088  HISTORY     - Date     Condition        Report By
 EB4088  HISTORY     - 1993     MONUMENTED       SCGS
 EB4088  HISTORY     - 20010829 GOOD             SCGS
 EB4088
 EB4088                          STATION DESCRIPTION
 EB4088
 EB4088'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4088'STATION IS LOCATED IN A GRASSY PUBLIC AREA IN THE NORTHEAST ANGLE OF
 EB4088'THE JUNCTION OF STATE HIGHWAY 9 AND U.S. HIGHWAY 76 (MAIN STREET) IN
 EB4088'NICHOLS. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 EB4088'191, COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE
 EB4088'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAYS,
 EB4088'50.8 FEET (15.5 M) EAST OF A POWER POLE BT24 WITH 5 GUY WIRES, A
 EB4088'TRANSFORMER AND A SECURITY LIGHT, 31.7 FEET (9.7 M) NORTHEAST OF THE
 EB4088'NORTHEAST EDGE OF THE SIDEWALK OF THE JUNCTION, 72.4 FEET (22.1 M)
 EB4088'SOUTH SOUTHWEST OF A 1.0-FOOT CEDAR TREE USED AS THE TOWN CHRISTMAS
 EB4088'TREE, 30.4 FEET (9.3 M) WEST OF THE WEST EDGE OF A SHORT CONCRETE
 EB4088'BLOCK WALL AT THE EAST EDGE OF THE GRASSY AREA, 42.1 FEET (12.8 M)
 EB4088'SOUTHWEST OF A WATER SPIGOT, 134.2 FEET (40.9 M) SOUTHEAST OF THE
 EB4088'SOUTH CORNER OF A BRICK BUILDING (PACES PHARMACY), 41.9 FEET
 EB4088'(12.8 M) NORTH NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4088
 EB4088                          STATION RECOVERY (2001)
 EB4088
 EB4088'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB4088'STATION IS LOCATED IN A LARGE GRASSY AREA IN THE NORTHEAST ANGLE OF
 EB4088'THE JUNCTION OF STATE HIGHWAY 9 (SOUTH NICHOLS STREET/SOUTH MAIN
 EB4088'STREET) AND U.S.  HIGHWAY 76 (MULLINS STREET) IN NICHOLS, 15.0 MILES
 EB4088'(24.1 KM) EAST SOUTHEAST OF MARION.  OWNERSHIP--TOWN OF NICHOLS, 108
 EB4088'SOUTH NICHOLS STREET, NICHOLS, SC 29581, PHONE 843-526-2193.  STATION
 EB4088'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM)
 EB4088'ABOVE THE HIGHWAY, 51.2 FEET (15.6 M) EAST OF A POWER POLE
 EB4088'65KS/BT/24/BS WITH TRANSFORMER, SECURITY LIGHT AND FIVE GUY WIRES,
 EB4088'30.4 FEET (9.3 M) WEST NORTHWEST OF THE NORTHWEST FACE OF A ONE FOOT
 EB4088'CONCRETE RETAINING WALL WITH A 3-FOOT CHAIN LINK FENCE, 42.2 FEET
 EB4088'(12.9 M) WEST SOUTHWEST OF A WATER SPIGOT, 31.9 FEET (9.7 M) NORTHEAST
 EB4088'OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK AT A DRIVEWAY APRON, 42.2
 EB4088'FEET (12.9 M) NORTH NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2083 ***********************************************************************
 DD2083  DESIGNATION -  34 40 MEA
 DD2083  PID         -  DD2083
 DD2083  STATE/COUNTY-  SC/HORRY
 DD2083  USGS QUAD   -  DONGOLA (1980)
 DD2083
 DD2083                         *CURRENT SURVEY CONTROL
 DD2083  ___________________________________________________________________
 DD2083* NAD 83(1986)-  33 50 07.     (N)    079 08 02.     (W)     SCALED    
 DD2083* NAVD 88     -        10.099  (meters)      33.13   (feet)  ADJUSTED  
 DD2083  ___________________________________________________________________
 DD2083  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2083  DYNAMIC HT  -          10.089 (meters)      33.10  (feet)  COMP
 DD2083  MODELED GRAV-     979,632.4   (mgal)                       NAVD 88
 DD2083
 DD2083  VERT ORDER  -  FIRST     CLASS II
 DD2083
 DD2083.The horizontal coordinates were scaled from a topographic map and have
 DD2083.an estimated accuracy of +/- 6 seconds.
 DD2083
 DD2083.The orthometric height was determined by differential leveling
 DD2083.and adjusted by the National Geodetic Survey in June 1991..
 DD2083
 DD2083.The geoid height was determined by GEOID03.
 DD2083
 DD2083.The dynamic height is computed by dividing the NAVD 88
 DD2083.geopotential number by the normal gravity value computed on the
 DD2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2083.degrees latitude (g = 980.6199 gals.).
 DD2083
 DD2083.The modeled gravity was interpolated from observed gravity values.
 DD2083
 DD2083;                    North         East    Units  Estimated Accuracy
 DD2083;SPC SC       -   223,570.      782,290.      MT  (+/- 180 meters Scaled)
 DD2083
 DD2083                          SUPERSEDED SURVEY CONTROL
 DD2083
 DD2083  NGVD 29 (03/21/89)   10.404  (m)           34.13   (f) ADJUSTED    1 2
 DD2083
 DD2083.Superseded values are not recommended for survey control.
 DD2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2083.See file dsdata.txt to determine how the superseded data were derived.
 DD2083
 DD2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT726454(NAD 83)
 DD2083_MARKER: DD = SURVEY DISK
 DD2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2083_SP_SET: CONCRETE POST
 DD2083_STAMPING: 34 40 MEA 1984
 DD2083_MARK LOGO: USGS  
 DD2083_PROJECTION: PROJECTING 5 CENTIMETERS
 DD2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2083+STABILITY: SURFACE MOTION
 DD2083
 DD2083  HISTORY     - Date     Condition        Report By
 DD2083  HISTORY     - 1984     MONUMENTED       USGS
 DD2083  HISTORY     - 1986     GOOD             SCGS
 DD2083
 DD2083                          STATION DESCRIPTION
 DD2083
 DD2083'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2083'7.4 KM (4.6 MI) WEST FROM CONWAY.
 DD2083'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2083'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2083'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 7.25
 DD2083'KM (4.5 MI) WESTERLY ALONG HIGHWAY 378, SET NEAR THE SOUTHEAST CORNER
 DD2083'OF THE SOUTHEAST PILLAR OF A WALL SECTION IN THE NORTHEAST ANGLE OF A
 DD2083'DIRT DRIVE, 11.4 METERS (37.4 FT) NORTH OF THE CENTER OF THE HIGHWAY,
 DD2083'10.3 METERS (33.8 FT) EAST OF THE CENTER OF THE DRIVE, 0.46 METER
 DD2083'(1.5 FT) SOUTH OF THE PILLAR CORNER, 0.77 METER (2.5 FT)
 DD2083'SOUTH-SOUTHWEST OF POWER POLE NUMBERS 20/17 WITH A TRANSFORMER AND A
 DD2083'GUY WIRE, 56.78 METERS (186.3 FT) NORTHEAST OF THE NORTHEAST CORNER
 DD2083'OF THE PEE DEE BAPTIST CHURCH.
 DD2083'THE MARK IS 0.32 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2910 ***********************************************************************
 CK2910  DESIGNATION -  34 WLC
 CK2910  PID         -  CK2910
 CK2910  STATE/COUNTY-  SC/COLLETON
 CK2910  USGS QUAD   -  NEYLES (1988)
 CK2910
 CK2910                         *CURRENT SURVEY CONTROL
 CK2910  ___________________________________________________________________
 CK2910* NAD 83(1986)-  32 48 23.     (N)    080 30 59.     (W)     SCALED    
 CK2910* NAVD 88     -         2.707  (meters)       8.88   (feet)  ADJUSTED  
 CK2910  ___________________________________________________________________
 CK2910  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2910  DYNAMIC HT  -           2.704 (meters)       8.87  (feet)  COMP
 CK2910  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 CK2910
 CK2910  VERT ORDER  -  FIRST     CLASS II
 CK2910
 CK2910.The horizontal coordinates were scaled from a topographic map and have
 CK2910.an estimated accuracy of +/- 6 seconds.
 CK2910
 CK2910.The orthometric height was determined by differential leveling
 CK2910.and adjusted by the National Geodetic Survey in June 1991..
 CK2910
 CK2910.The geoid height was determined by GEOID03.
 CK2910
 CK2910.The dynamic height is computed by dividing the NAVD 88
 CK2910.geopotential number by the normal gravity value computed on the
 CK2910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2910.degrees latitude (g = 980.6199 gals.).
 CK2910
 CK2910.The modeled gravity was interpolated from observed gravity values.
 CK2910
 CK2910;                    North         East    Units  Estimated Accuracy
 CK2910;SPC SC       -   108,020.      654,890.      MT  (+/- 180 meters Scaled)
 CK2910
 CK2910                          SUPERSEDED SURVEY CONTROL
 CK2910
 CK2910  NGVD 29 (03/21/89)    2.995  (m)            9.83   (f) ADJUSTED    1 2
 CK2910
 CK2910.Superseded values are not recommended for survey control.
 CK2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2910.See file dsdata.txt to determine how the superseded data were derived.
 CK2910
 CK2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS452299(NAD 83)
 CK2910_MARKER: DD = SURVEY DISK
 CK2910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2910_SP_SET: CONCRETE POST
 CK2910_STAMPING: 34 WLC 1982
 CK2910_MARK LOGO: USGS  
 CK2910_PROJECTION: PROJECTING 8 CENTIMETERS
 CK2910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2910+STABILITY: SURFACE MOTION
 CK2910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2910+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 CK2910
 CK2910  HISTORY     - Date     Condition        Report By
 CK2910  HISTORY     - 1982     MONUMENTED       USGS
 CK2910  HISTORY     - 1983     GOOD             SCGS
 CK2910  HISTORY     - 20050824 GOOD             SCGS
 CK2910
 CK2910                          STATION DESCRIPTION
 CK2910
 CK2910'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2910'6.8 KM (4.25 MI) NW FROM JACKSONBORO.
 CK2910'6.3 KILOMETERS (3.95 MILES) NORTHWEST ALONG STATE HIGHWAY 64 FROM THE
 CK2910'JUNCTION OF U.S. HIGHWAY 17 IN JACKSONBORO, SET NEAR A POWER POLE AT
 CK2910'THE INTERSECTION OF A DIRT ROAD, 12.3 METERS (40.7 FEET)
 CK2910'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.4 METERS (24.4
 CK2910'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 CK2910'0.5 METER (1.7 FEET) SOUTH-SOUTHWEST OF THE POWER POLE, 1.3 METERS
 CK2910'(4.4 FEET) WEST OF BENCH MARK 15 081 SCGS.
 CK2910'THE MARK IS 1.20 METERS  WNW FROM A WITNESS POST.
 CK2910'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2910
 CK2910                          STATION RECOVERY (2005)
 CK2910
 CK2910'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2910'STATION IS LOCATED 4.5 MI (7.24 KM) NORTHWEST OF JACKSONBORO, 11.05
 CK2910'MILES SOUTHEAST OF WALTERBORO .  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2910'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2910'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2910'PARKWAY) AND STATE HIGHWAY 64 IN JACKSONBORO, GO NORTH ON HIGHWAY 64
 CK2910'FOR 3.15 MI (5.07 KM) TO A SAND ROAD RIGHT (PARKERS FERRY ROAD),
 CK2910'CONTINUE ON HIGHWAY 64 FOR 0.9 MI (1.45 KM) TO THE STATION ON THE LEFT
 CK2910'NEAR A POWER POLE IN THE WEST ANGLE OF A SAND ROAD LEFT WITH A PIPE
 CK2910'GATE. STATION IS A CONCRETE POST PROJECTING 0.3 FT (0.1 M) AND LEVEL
 CK2910'WITH THE HIGHWAY, 4.5 FT (1.4 M) WEST OF SURVEY STATION 15 081, 41.5
 CK2910'FT (37.3 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 25.7 FT (7.8
 CK2910'M) WEST OF THE CENTER OF THE SAND ROAD, 2.2 FT (0.7 M) SOUTH SOUTHWEST
 CK2910'OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 17.3 FT (5.3
 CK2910'M) WEST SOUTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 CK2910'BENEATH THE SAND ROAD, 5.5 FT (1.7 M) WEST NORTHWEST OF A TALL METAL
 CK2910'POST WITH A BURIED CABLE WARNING SIGN ATTACHED, 4.3 FT (1.3 M) WEST OF
 CK2910'A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0715 ***********************************************************************
 DE0715  DESIGNATION -  347
 DE0715  PID         -  DE0715
 DE0715  STATE/COUNTY-  SC/BARNWELL
 DE0715  USGS QUAD   -  WILLISTON (1989)
 DE0715
 DE0715                         *CURRENT SURVEY CONTROL
 DE0715  ___________________________________________________________________
 DE0715* NAD 83(1986)-  33 24 08.     (N)    081 25 26.     (W)     SCALED    
 DE0715* NAVD 88     -       105.536  (meters)     346.25   (feet)  ADJUSTED  
 DE0715  ___________________________________________________________________
 DE0715  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DE0715  DYNAMIC HT  -         105.421 (meters)     345.87  (feet)  COMP
 DE0715  MODELED GRAV-     979,552.2   (mgal)                       NAVD 88
 DE0715
 DE0715  VERT ORDER  -  SECOND    CLASS 0
 DE0715
 DE0715.The horizontal coordinates were scaled from a topographic map and have
 DE0715.an estimated accuracy of +/- 6 seconds.
 DE0715
 DE0715.The orthometric height was determined by differential leveling
 DE0715.and adjusted by the National Geodetic Survey in June 1991..
 DE0715
 DE0715.The geoid height was determined by GEOID03.
 DE0715
 DE0715.The dynamic height is computed by dividing the NAVD 88
 DE0715.geopotential number by the normal gravity value computed on the
 DE0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0715.degrees latitude (g = 980.6199 gals.).
 DE0715
 DE0715.The modeled gravity was interpolated from observed gravity values.
 DE0715
 DE0715;                    North         East    Units  Estimated Accuracy
 DE0715;SPC SC       -   174,070.      570,180.      MT  (+/- 180 meters Scaled)
 DE0715
 DE0715                          SUPERSEDED SURVEY CONTROL
 DE0715
 DE0715  NGVD 29 (??/??/92)  105.808  (m)          347.14   (f) ADJ UNCH    2 0
 DE0715
 DE0715.Superseded values are not recommended for survey control.
 DE0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0715.See file dsdata.txt to determine how the superseded data were derived.
 DE0715
 DE0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS605959(NAD 83)
 DE0715_MARKER: P = PIPE CAP
 DE0715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0715_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0715_STAMPING: 347 1919
 DE0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0715
 DE0715  HISTORY     - Date     Condition        Report By
 DE0715  HISTORY     - 1919     MONUMENTED       USGS
 DE0715  HISTORY     - 1957     GOOD             NGS
 DE0715  HISTORY     - 19920206 MARK NOT FOUND   SCGS
 DE0715
 DE0715                          STATION DESCRIPTION
 DE0715
 DE0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0715'AT WILLISTON.
 DE0715'AT WILLISTON, ABOUT 185 YARDS WNW OF THE NW END OF THE BRICK
 DE0715'STATION OF THE SOUTHERN RAILWAY, 46 FEET WSW OF THE CENTER OF A
 DE0715'CROSSING, 46 FEET WNW OF PROJECTED PLANE OF THE MOST WNW WALL OF
 DE0715'WILLISTON BAPTIST CHURCH, 40 FEET SE OF NO. 37 RAILROAD MILEPOST,
 DE0715'24.3 FEET SSW OF S RAIL OF THE MAIN LINE, 1.7 FEET LOWER THAN TOP
 DE0715'OF SAME, 7.9 FEET NNE OF THE N CURB OF THE S ROADWAY OF W. MAIN
 DE0715'STREET, 3.2 FEET HIGHER THAN TOP OF SAME, 2.0 FEET NNE OF THE
 DE0715'PROJECTED LINE OF THE SAID CURB FROM THE E, AND ABOUT FLUSH WITH
 DE0715'THE PRESENT GENERAL LEVEL OF THE GROUND.
 DE0715
 DE0715                          STATION RECOVERY (1992)
 DE0715
 DE0715'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0715'NOT RECOVERED, AREA HAS BEEN CHANGED.
 DE0715'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4128 ***********************************************************************
 EB4128  DESIGNATION -  35 001
 EB4128  PID         -  EB4128
 EB4128  STATE/COUNTY-  SC/MARLBORO
 EB4128  USGS QUAD   -  BINGHAM (1972)
 EB4128
 EB4128                         *CURRENT SURVEY CONTROL
 EB4128  ___________________________________________________________________
 EB4128* NAD 83(1986)-  34 23 55.     (N)    079 34 44.     (W)     SCALED    
 EB4128* NAVD 88     -        36.720  (meters)     120.47   (feet)  ADJUSTED  
 EB4128  ___________________________________________________________________
 EB4128  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 EB4128  DYNAMIC HT  -          36.684 (meters)     120.35  (feet)  COMP
 EB4128  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EB4128
 EB4128  VERT ORDER  -  FIRST     CLASS II
 EB4128
 EB4128.The horizontal coordinates were scaled from a topographic map and have
 EB4128.an estimated accuracy of +/- 6 seconds.
 EB4128
 EB4128.The orthometric height was determined by differential leveling
 EB4128.and adjusted by the National Geodetic Survey in June 1994..
 EB4128
 EB4128.The geoid height was determined by GEOID03.
 EB4128
 EB4128.The dynamic height is computed by dividing the NAVD 88
 EB4128.geopotential number by the normal gravity value computed on the
 EB4128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4128.degrees latitude (g = 980.6199 gals.).
 EB4128
 EB4128.The modeled gravity was interpolated from observed gravity values.
 EB4128
 EB4128;                    North         East    Units  Estimated Accuracy
 EB4128;SPC SC       -   285,380.      740,250.      MT  (+/- 180 meters Scaled)
 EB4128
 EB4128                          SUPERSEDED SURVEY CONTROL
 EB4128
 EB4128.No superseded survey control is available for this station.
 EB4128
 EB4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU306072(NAD 83)
 EB4128_MARKER: DD = SURVEY DISK
 EB4128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4128_SP_SET: CONCRETE POST
 EB4128_STAMPING: 35 001 1993
 EB4128_MARK LOGO: SCGS  
 EB4128_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4128+STABILITY: SURFACE MOTION
 EB4128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4128+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4128
 EB4128  HISTORY     - Date     Condition        Report By
 EB4128  HISTORY     - 1993     MONUMENTED       SCGS
 EB4128
 EB4128                          STATION DESCRIPTION
 EB4128
 EB4128'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4128'STATION IS LOCATED 12.0 MILES (19.3 KM) WEST SOUTHWEST OF DILLON, 18.0
 EB4128'MILES (29.0 KM) SOUTHEAST OF BENNETTSVILLE. OWNERSHIP--SCDHPT,
 EB4128'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4128'803-737-1350. TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 EB4128'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.2 MILES
 EB4128'(26.1 KM) SOUTHEAST OF BENNETTSVILLE, GO EAST SOUTHEAST ON HIGHWAY 34
 EB4128'FOR 0.95 MILE (1.53 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 EB4128'POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EB4128'THE HIGHWAY, 36.3 FEET (11.1 M) SOUTHEAST OF THE CENTER OF THE
 EB4128'HIGHWAY, 3.0 FEET (0.9 M) SOUTH SOUTHWEST OF THE POWER POLE WITH A
 EB4128'SCGS REFERENCE WASHER ATTACHED, 4.4 FEET (1.3 M) WEST OF A 0.9-FOOT
 EB4128'SWEETGUM TREE WITH A SCGS REFERENCE WASHER ATTACHED, 3.3 FEET
 EB4128'(1.0 M) SOUTH SOUTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4130 ***********************************************************************
 EB4130  DESIGNATION -  35 002
 EB4130  PID         -  EB4130
 EB4130  STATE/COUNTY-  SC/MARLBORO
 EB4130  USGS QUAD   -  BINGHAM (1972)
 EB4130
 EB4130                         *CURRENT SURVEY CONTROL
 EB4130  ___________________________________________________________________
 EB4130* NAD 83(2001)-  34 23 14.47135(N)    079 36 29.11873(W)     ADJUSTED  
 EB4130* NAVD 88     -        32.193  (meters)     105.62   (feet)  ADJUSTED  
 EB4130  ___________________________________________________________________
 EB4130  X           -     950,443.743 (meters)                     COMP
 EB4130  Y           -  -5,182,681.301 (meters)                     COMP
 EB4130  Z           -   3,581,986.621 (meters)                     COMP
 EB4130  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 EB4130  ELLIP HEIGHT-          -0.21  (meters)          (04/13/06) GPS OBS
 EB4130  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 EB4130  DYNAMIC HT  -          32.162 (meters)     105.52  (feet)  COMP
 EB4130  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 EB4130
 EB4130  HORZ ORDER  -  FIRST
 EB4130  VERT ORDER  -  FIRST     CLASS II
 EB4130  ELLP ORDER  -  FOURTH    CLASS II
 EB4130
 EB4130.The horizontal coordinates were established by GPS observations
 EB4130.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2006..
 EB4130
 EB4130.The orthometric height was determined by differential leveling
 EB4130.and adjusted by the National Geodetic Survey in June 1994..
 EB4130
 EB4130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4130
 EB4130.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4130
 EB4130.The ellipsoidal height was determined by GPS observations
 EB4130.and is referenced to NAD 83.
 EB4130
 EB4130.The geoid height was determined by GEOID03.
 EB4130
 EB4130.The dynamic height is computed by dividing the NAVD 88
 EB4130.geopotential number by the normal gravity value computed on the
 EB4130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4130.degrees latitude (g = 980.6199 gals.).
 EB4130
 EB4130.The modeled gravity was interpolated from observed gravity values.
 EB4130
 EB4130;                    North         East     Units Scale Factor Converg.
 EB4130;SPC SC       -   284,097.401   737,584.570   MT  0.99987202   +0 46 18.0
 EB4130;SPC SC       -   932,078.09  2,419,896.88   iFT  0.99987202   +0 46 18.0
 EB4130;UTM  17      - 3,805,984.217   627,958.214   MT  0.99980182   +0 47 10.5
 EB4130
 EB4130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4130!SPC SC       -   1.00000003  x   0.99987202  =   0.99987205
 EB4130!UTM  17      -   1.00000003  x   0.99980182  =   0.99980185
 EB4130
 EB4130                          SUPERSEDED SURVEY CONTROL
 EB4130
 EB4130  NAVD 88 (04/13/06)   32.19   (m)          105.6    (f) LEVELING    3  
 EB4130
 EB4130.Superseded values are not recommended for survey control.
 EB4130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4130.See file dsdata.txt to determine how the superseded data were derived.
 EB4130
 EB4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2795805984(NAD 83)
 EB4130_MARKER: DD = SURVEY DISK
 EB4130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4130_SP_SET: CONCRETE POST
 EB4130_STAMPING: 35 002 1993
 EB4130_MARK LOGO: SCGS  
 EB4130_PROJECTION: FLUSH
 EB4130_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4130+STABILITY: SURFACE MOTION
 EB4130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4130+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 EB4130
 EB4130  HISTORY     - Date     Condition        Report By
 EB4130  HISTORY     - 1993     MONUMENTED       SCGS
 EB4130  HISTORY     - 20050926 GOOD             SCGS
 EB4130
 EB4130                          STATION DESCRIPTION
 EB4130
 EB4130'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4130'STATION IS LOCATED 15.9 MILES (25.6 KM) EAST NORTHEAST OF DARLINGTON,
 EB4130'16.2 MILES (26.1 KM) SOUTH SOUTHEAST OF BENNETTSVILLE.
 EB4130'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4130'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4130'NORTHWEST JUNCTION OF STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF
 EB4130'BROWNSVILLE, 16.0 MILES (25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO
 EB4130'NORTHWEST ON HIGHWAY 34 FOR 1.0 MILE (1.6 KM) TO BAYVIEW ROAD LEFT,
 EB4130'TURN LEFT ON BAYVIEW ROAD FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE
 EB4130'RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4130'GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 36.3 FEET (11.1 M)
 EB4130'SOUTHWEST OF THE CENTER OF THE ROAD, 14.6 FEET (4.5 M) NORTH NORTHEAST
 EB4130'OF THE POWER POLE WITH GUY WIRE AND A TRANSFORMER, 160.0 FEET
 EB4130'(48.8 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF A BRICK CHIMNEY
 EB4130'OF AN OLD WOODEN HOUSE, 191.8 FEET (58.5 M) NORTHWEST OF THE WEST
 EB4130'CORNER OF A SMALL CONCRETE BLOCK PUMP HOUSE, 12.0 FEET (3.7 M) SOUTH
 EB4130'SOUTHWEST OF A TELEPHONE JUNCTION BOX, 2.3 FEET (0.7 M) WEST OF A
 EB4130'WITNESS POST. DESCRIBED BY T. HALL.
 EB4130
 EB4130                          STATION RECOVERY (2005)
 EB4130
 EB4130'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 EB4130'THE STATION IS LOCATED 10.5 MI (16.9 KM) NORTHWEST OF SELLERS, 16.45
 EB4130'MI (26.47 KM) SOUTH SOUTHEAST OF BENNETTSVILLE.   OWNERSHIP--SCDHPT,
 EB4130'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4130'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4130'HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 13.0 MILES (25.7
 EB4130'KM) SOUTH SOUTHWEST OF CLIO, GO SOUTHWEST ON HIGHWAY 34 FOR 0.9  MI
 EB4130'(1.45 KM) TO THE JUNCTION OF STATE ROAD 624 (BAYVIEW ROAD), TURN LEFT
 EB4130'ON ROAD 624 FOR 0.2 MI (0.32 KM) TO THE STATION ON THE RIGHT NEAR A
 EB4130'POWER POLE AND A JUNCTION BOX. STATION IS A CONCRETE POST FLUSH WITH
 EB4130'THE GROUND AND 2.0 FT (0.6 M) ABOVE THE ROAD, 36.4 FT (11.1 M)
 EB4130'SOUTHWEST OF THE CENTER OF THE ROAD, 15.7 FT (4.8 M) NORTH NORTHEAST
 EB4130'OF THE POWER POLE WITH GUY WIRE AND A TRANSFORMER, 4.0 FT (1.2 M)
 EB4130'SOUTH SOUTHWEST OF THE TELEPHONE JUNCTION BOX NUMBER 5, 134.0 FT (42.4
 EB4130'M) EAST OF A SECURITY LIGHT POLE, 2.2 FT (0.7 M) WEST OF A WITNESS
 EB4130'POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4131 ***********************************************************************
 EB4131  DESIGNATION -  35 003
 EB4131  PID         -  EB4131
 EB4131  STATE/COUNTY-  SC/MARLBORO
 EB4131  USGS QUAD   -  DRAKE (1972)
 EB4131
 EB4131                         *CURRENT SURVEY CONTROL
 EB4131  ___________________________________________________________________
 EB4131* NAD 83(1986)-  34 23 09.     (N)    079 37 33.     (W)     SCALED    
 EB4131* NAVD 88     -        21.382  (meters)      70.15   (feet)  ADJUSTED  
 EB4131  ___________________________________________________________________
 EB4131  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 EB4131  DYNAMIC HT  -          21.361 (meters)      70.08  (feet)  COMP
 EB4131  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 EB4131
 EB4131  VERT ORDER  -  FIRST     CLASS II
 EB4131
 EB4131.The horizontal coordinates were scaled from a topographic map and have
 EB4131.an estimated accuracy of +/- 6 seconds.
 EB4131
 EB4131.The orthometric height was determined by differential leveling
 EB4131.and adjusted by the National Geodetic Survey in June 1994..
 EB4131
 EB4131.The geoid height was determined by GEOID03.
 EB4131
 EB4131.The dynamic height is computed by dividing the NAVD 88
 EB4131.geopotential number by the normal gravity value computed on the
 EB4131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4131.degrees latitude (g = 980.6199 gals.).
 EB4131
 EB4131.The modeled gravity was interpolated from observed gravity values.
 EB4131
 EB4131;                    North         East    Units  Estimated Accuracy
 EB4131;SPC SC       -   283,910.      735,960.      MT  (+/- 180 meters Scaled)
 EB4131
 EB4131                          SUPERSEDED SURVEY CONTROL
 EB4131
 EB4131.No superseded survey control is available for this station.
 EB4131
 EB4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU263057(NAD 83)
 EB4131_MARKER: DD = SURVEY DISK
 EB4131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4131_SP_SET: CONCRETE POST
 EB4131_STAMPING: 35 003 1993
 EB4131_MARK LOGO: SCGS  
 EB4131_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4131+STABILITY: SURFACE MOTION
 EB4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4131+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4131
 EB4131  HISTORY     - Date     Condition        Report By
 EB4131  HISTORY     - 1993     MONUMENTED       SCGS
 EB4131
 EB4131                          STATION DESCRIPTION
 EB4131
 EB4131'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4131'STATION IS LOCATED 15.0 MILES (24.1 KM) EAST NORTHEAST OF DARLINGTON,
 EB4131'16.1 MILES (25.9 KM) SOUTHEAST OF BENNETTSVILLE. OWNERSHIP--SCDHPT,
 EB4131'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4131'803-737-1350. TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 EB4131'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0 MILES
 EB4131'(25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY 34 FOR
 EB4131'1.0 MILE (1.6 KM) TO BAYVIEW ROAD LEFT, CONTINUE ON HIGHWAY 34 FOR
 EB4131'1.0 MILE (1.6 KM) TO THE STATION ON THE RIGHT NEAR THE WEST END OF A
 EB4131'CONCRETE HEADWALL AND CULVERT BENEATH THE HIGHWAY. STATION IS A
 EB4131'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 EB4131'HIGHWAY, 23.8 FEET (7.3 M) NORTH OF THE CENTER OF THE HIGHWAY, 1.7
 EB4131'FEET (0.5 M) WEST OF THE WEST END OF THE CONCRETE HEADWALL, 138.0
 EB4131'FEET (42.1 M) NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 EB4131'ATTACHED, 1.6 FEET (0.5 M) WEST OF A WITNESS POST. DESCRIBED BY T.
 EB4131'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4132 ***********************************************************************
 EB4132  DESIGNATION -  35 004
 EB4132  PID         -  EB4132
 EB4132  STATE/COUNTY-  SC/MARLBORO
 EB4132  USGS QUAD   -  DRAKE (1972)
 EB4132
 EB4132                         *CURRENT SURVEY CONTROL
 EB4132  ___________________________________________________________________
 EB4132* NAD 83(1986)-  34 22 55.     (N)    079 38 18.     (W)     SCALED    
 EB4132* NAVD 88     -        23.070  (meters)      75.69   (feet)  ADJUSTED  
 EB4132  ___________________________________________________________________
 EB4132  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 EB4132  DYNAMIC HT  -          23.048 (meters)      75.62  (feet)  COMP
 EB4132  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 EB4132
 EB4132  VERT ORDER  -  FIRST     CLASS II
 EB4132
 EB4132.The horizontal coordinates were scaled from a topographic map and have
 EB4132.an estimated accuracy of +/- 6 seconds.
 EB4132
 EB4132.The orthometric height was determined by differential leveling
 EB4132.and adjusted by the National Geodetic Survey in June 1994..
 EB4132
 EB4132.The geoid height was determined by GEOID03.
 EB4132
 EB4132.The dynamic height is computed by dividing the NAVD 88
 EB4132.geopotential number by the normal gravity value computed on the
 EB4132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4132.degrees latitude (g = 980.6199 gals.).
 EB4132
 EB4132.The modeled gravity was interpolated from observed gravity values.
 EB4132
 EB4132;                    North         East    Units  Estimated Accuracy
 EB4132;SPC SC       -   283,460.      734,810.      MT  (+/- 180 meters Scaled)
 EB4132
 EB4132                          SUPERSEDED SURVEY CONTROL
 EB4132
 EB4132.No superseded survey control is available for this station.
 EB4132
 EB4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU251053(NAD 83)
 EB4132_MARKER: DD = SURVEY DISK
 EB4132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4132_SP_SET: CONCRETE POST
 EB4132_STAMPING: 35 004 1993
 EB4132_MARK LOGO: SCGS  
 EB4132_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4132+STABILITY: SURFACE MOTION
 EB4132
 EB4132  HISTORY     - Date     Condition        Report By
 EB4132  HISTORY     - 1993     MONUMENTED       SCGS
 EB4132
 EB4132                          STATION DESCRIPTION
 EB4132
 EB4132'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4132'STATION IS LOCATED 14.0 MILES (22.5 KM) EAST NORTHEAST OF DARLINGTON,
 EB4132'16.1 MILES (25.9 KM) SOUTH SOUTHEAST OF BENNETTSVILLE.
 EB4132'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE NORTHWEST JUNCTION
 EB4132'OF STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0
 EB4132'MILES (25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY
 EB4132'34 FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 31 RIGHT,
 EB4132'ROGERS LAKE LANE LEFT AND THE STATION NEAR THE BRICK SIGN FOR THE
 EB4132'ANTIOCH BAPTIST CHURCH IN THE NORTHWEST ANGLE OF THE JUNCTION.
 EB4132'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 EB4132'(0.3 M) ABOVE THE HIGHWAY, 27.3 FEET (8.3 M) SOUTH SOUTHEAST OF THE
 EB4132'SOUTH EDGE OF THE SIDEWALK TO THE CHURCH STEPS/MAIN ENTRANCE, 84.1
 EB4132'FEET (25.6 M) EAST OF THE SOUTHEAST CORNER OF A SMALL CINDER BLOCK
 EB4132'BUILDING, 56.5 FEET (17.2 M) NORTH NORTHWEST OF THE CENTER OF THE
 EB4132'HIGHWAY, 176.0 FEET (53.6 M) WEST OF THE CENTER OF ROAD 31, 2.3 FEET
 EB4132'(0.7 M) NORTH NORTHWEST OF THE NORTH END OF THE BRICK SIGN, 41.4 FEET
 EB4132'(12.6 M) SOUTH OF THE SOUTHEAST CORNER OF THE BRICK COLUMN AT THE
 EB4132'SOUTHEAST CORNER OF THE CHURCH, 50.3 FEET (15.3 M) NORTHEAST OF A
 EB4132'POWER POLE WITH FOUR GUY WIRES AND A TRANSFORMER. DESCRIBED BY T.
 EB4132'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4134 ***********************************************************************
 EB4134  DESIGNATION -  35 005
 EB4134  PID         -  EB4134
 EB4134  STATE/COUNTY-  SC/MARLBORO
 EB4134  USGS QUAD   -  WITHERSPOON ISLAND (1972)
 EB4134
 EB4134                         *CURRENT SURVEY CONTROL
 EB4134  ___________________________________________________________________
 EB4134* NAD 83(1986)-  34 22 21.     (N)    079 39 16.     (W)     SCALED    
 EB4134* NAVD 88     -        22.255  (meters)      73.01   (feet)  ADJUSTED  
 EB4134  ___________________________________________________________________
 EB4134  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 EB4134  DYNAMIC HT  -          22.233 (meters)      72.94  (feet)  COMP
 EB4134  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 EB4134
 EB4134  VERT ORDER  -  FIRST     CLASS II
 EB4134
 EB4134.The horizontal coordinates were scaled from a topographic map and have
 EB4134.an estimated accuracy of +/- 6 seconds.
 EB4134
 EB4134.The orthometric height was determined by differential leveling
 EB4134.and adjusted by the National Geodetic Survey in June 1994..
 EB4134
 EB4134.The geoid height was determined by GEOID03.
 EB4134
 EB4134.The dynamic height is computed by dividing the NAVD 88
 EB4134.geopotential number by the normal gravity value computed on the
 EB4134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4134.degrees latitude (g = 980.6199 gals.).
 EB4134
 EB4134.The modeled gravity was interpolated from observed gravity values.
 EB4134
 EB4134;                    North         East    Units  Estimated Accuracy
 EB4134;SPC SC       -   282,390.      733,340.      MT  (+/- 180 meters Scaled)
 EB4134
 EB4134                          SUPERSEDED SURVEY CONTROL
 EB4134
 EB4134.No superseded survey control is available for this station.
 EB4134
 EB4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU237042(NAD 83)
 EB4134_MARKER: DD = SURVEY DISK
 EB4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4134_SP_SET: CONCRETE POST
 EB4134_STAMPING: 35 005 1993
 EB4134_MARK LOGO: SCGS  
 EB4134_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4134+STABILITY: SURFACE MOTION
 EB4134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4134+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4134
 EB4134  HISTORY     - Date     Condition        Report By
 EB4134  HISTORY     - 1993     MONUMENTED       SCGS
 EB4134
 EB4134                          STATION DESCRIPTION
 EB4134
 EB4134'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4134'STATION IS LOCATED 13.0 MILES (20.9 KM) EAST NORTHEAST OF DARLINGTON,
 EB4134'16.7 MILES (26.9 KM) SOUTH OF BENNETTSVILLE. OWNERSHIP--SCDHPT,
 EB4134'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4134'803-737-1350. TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 EB4134'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0 MILES
 EB4134'(25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY 34 FOR
 EB4134'2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 31 RIGHT, CONTINUE
 EB4134'ON HIGHWAY 34 FOR 1.15 MILES (1.85 KM) TO THE NORTHEAST END OF THE
 EB4134'BRIDGE OVER A SWAMP AND THE STATION NEAR THE NORTHEAST CORNER.
 EB4134'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4134'HIGHWAY, 16.1 FEET (4.9 M) NORTHWEST OF THE CENTER OF THE HIGHWAY,
 EB4134'2.1 FEET (0.6 M) NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 1.6
 EB4134'FEET (0.5 M) WEST NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4135 ***********************************************************************
 EB4135  DESIGNATION -  35 006
 EB4135  PID         -  EB4135
 EB4135  STATE/COUNTY-  SC/MARLBORO
 EB4135  USGS QUAD   -  WITHERSPOON ISLAND (1972)
 EB4135
 EB4135                         *CURRENT SURVEY CONTROL
 EB4135  ___________________________________________________________________
 EB4135* NAD 83(2001)-  34 21 39.81210(N)    079 40 21.39306(W)     ADJUSTED  
 EB4135* NAVD 88     -        22.565  (meters)      74.03   (feet)  ADJUSTED  
 EB4135  ___________________________________________________________________
 EB4135  X           -     944,900.755 (meters)                     COMP
 EB4135  Y           -  -5,185,360.708 (meters)                     COMP
 EB4135  Z           -   3,579,573.817 (meters)                     COMP
 EB4135  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 EB4135  ELLIP HEIGHT-          -9.73  (meters)          (04/13/06) GPS OBS
 EB4135  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EB4135  DYNAMIC HT  -          22.543 (meters)      73.96  (feet)  COMP
 EB4135  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 EB4135
 EB4135  HORZ ORDER  -  FIRST
 EB4135  VERT ORDER  -  FIRST     CLASS II
 EB4135  ELLP ORDER  -  FOURTH    CLASS II
 EB4135
 EB4135.The horizontal coordinates were established by GPS observations
 EB4135.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2006..
 EB4135
 EB4135.The orthometric height was determined by differential leveling
 EB4135.and adjusted by the National Geodetic Survey in June 1994..
 EB4135
 EB4135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB4135
 EB4135.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB4135
 EB4135.The ellipsoidal height was determined by GPS observations
 EB4135.and is referenced to NAD 83.
 EB4135
 EB4135.The geoid height was determined by GEOID03.
 EB4135
 EB4135.The dynamic height is computed by dividing the NAVD 88
 EB4135.geopotential number by the normal gravity value computed on the
 EB4135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4135.degrees latitude (g = 980.6199 gals.).
 EB4135
 EB4135.The modeled gravity was interpolated from observed gravity values.
 EB4135
 EB4135;                    North         East     Units Scale Factor Converg.
 EB4135;SPC SC       -   281,103.175   731,689.766   MT  0.99986638   +0 44 09.3
 EB4135;SPC SC       -   922,254.51  2,400,556.98   iFT  0.99986638   +0 44 09.3
 EB4135;UTM  17      - 3,802,988.784   622,064.591   MT  0.99978366   +0 44 57.4
 EB4135
 EB4135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB4135!SPC SC       -   1.00000153  x   0.99986638  =   0.99986791
 EB4135!UTM  17      -   1.00000153  x   0.99978366  =   0.99978519
 EB4135
 EB4135                          SUPERSEDED SURVEY CONTROL
 EB4135
 EB4135  NAD 83(2001)-  34 21 39.81226(N)    079 40 21.39193(W) AD(       ) 1
 EB4135  ELLIP H (03/13/03)   -9.72   (m)                       GP(       ) 4 2
 EB4135  NAD 83(1995)-  34 21 39.81229(N)    079 40 21.39190(W) AD(       ) 1
 EB4135  ELLIP H (12/20/99)   -9.73   (m)                       GP(       ) 4 1
 EB4135  NAD 83(1986)-  34 21 39.82412(N)    079 40 21.39021(W) AD(       ) 1
 EB4135  NAVD 88 (04/13/06)   22.57   (m)           74.0    (f) LEVELING    3  
 EB4135
 EB4135.Superseded values are not recommended for survey control.
 EB4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB4135.See file dsdata.txt to determine how the superseded data were derived.
 EB4135
 EB4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2206502989(NAD 83)
 EB4135_MARKER: DD = SURVEY DISK
 EB4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4135_SP_SET: CONCRETE POST
 EB4135_STAMPING: 35 006 1993
 EB4135_MARK LOGO: SCGS  
 EB4135_PROJECTION: FLUSH
 EB4135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB4135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4135+STABILITY: SURFACE MOTION
 EB4135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4135+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 EB4135
 EB4135  HISTORY     - Date     Condition        Report By
 EB4135  HISTORY     - 1993     MONUMENTED       SCGS
 EB4135  HISTORY     - 19961210 GOOD             SCGS
 EB4135  HISTORY     - 20041206 GOOD             SCGS
 EB4135  HISTORY     - 20050926 GOOD             SCGS
 EB4135
 EB4135                          STATION DESCRIPTION
 EB4135
 EB4135'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4135'STATION IS LOCATED 11.9 MILES (19.2 KM) EAST NORTHEAST OF DARLINGTON,
 EB4135'17.5 MILES (28.2 KM) SOUTH OF BENNETTSVILLE. OWNERSHIP--SCDHPT,
 EB4135'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4135'803-737-1350. TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 EB4135'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0 MILES
 EB4135'(25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY 34 FOR
 EB4135'2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 31 RIGHT, CONTINUE
 EB4135'ON HIGHWAY 34 FOR 2.45 MILES (3.94 KM) TO THE NORTHEAST END OF A
 EB4135'BRIDGE OVER A SWAMP AND THE STATION NEAR THE SOUTHEAST CORNER.
 EB4135'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB4135'HIGHWAY, 14.5 FEET (4.4 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 EB4135'HIGHWAY, 2.1 FEET (0.6 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 EB4135'BRIDGE, 2.0 FEET (0.6 M) WEST OF A WITNESS POST. DESCRIBED BY T.
 EB4135'HALL.
 EB4135
 EB4135                          STATION RECOVERY (1996)
 EB4135
 EB4135'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EB4135'RECOVERED AS DESCRIBED.
 EB4135
 EB4135                          STATION RECOVERY (2004)
 EB4135
 EB4135'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 EB4135'STATION IS LOCATED 12.4 MILES EAST NORTHEAST OF DARLINGTON, 12.5 MILES
 EB4135'NORTH NORTHEAST  OF FLORENCE. OWNERSHIP--SCDOT, DIRECTOR OF
 EB4135'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 EB4135'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EB4135'38 AND 34, 12.5 MILES WEST OF  DILLON, GO WEST SOUTHWEST ON HIGHWAY 34
 EB4135'FOR 5.2 MILES TO THE STATION ON THE LEFT NEAR  THE SOUTHEAST CORNER OF
 EB4135'A BRIDGE (ESTABLISHED 1942), 1.0 MILE EAST NORTHEAST OF THE  GREAT PEE
 EB4135'DEE RIVER AT THE MARLBORO/DARLINGTON COUNTY LINE. STATION IS A
 EB4135'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 2.1
 EB4135'FEET  NORTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 14.4 FEET SOUTH
 EB4135'SOUTHEAST OF THE  CENTER OF THE HIGHWAY, 2.5 FEET WEST OF A WITNESS
 EB4135'POST. RECOVERED BY C.E. GEOGHEGAN.
 EB4135
 EB4135                          STATION RECOVERY (2005)
 EB4135
 EB4135'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 EB4135'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4137 ***********************************************************************
 EB4137  DESIGNATION -  35 007
 EB4137  PID         -  EB4137
 EB4137  STATE/COUNTY-  SC/MARLBORO
 EB4137  USGS QUAD   -  WITHERSPOON ISLAND (1972)
 EB4137
 EB4137                         *CURRENT SURVEY CONTROL
 EB4137  ___________________________________________________________________
 EB4137* NAD 83(1986)-  34 21 26.     (N)    079 41 19.     (W)     SCALED    
 EB4137* NAVD 88     -        22.529  (meters)      73.91   (feet)  ADJUSTED  
 EB4137  ___________________________________________________________________
 EB4137  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 EB4137  DYNAMIC HT  -          22.507 (meters)      73.84  (feet)  COMP
 EB4137  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 EB4137
 EB4137  VERT ORDER  -  FIRST     CLASS II
 EB4137
 EB4137.The horizontal coordinates were scaled from a topographic map and have
 EB4137.an estimated accuracy of +/- 6 seconds.
 EB4137
 EB4137.The orthometric height was determined by differential leveling
 EB4137.and adjusted by the National Geodetic Survey in June 1994..
 EB4137
 EB4137.The geoid height was determined by GEOID03.
 EB4137
 EB4137.The dynamic height is computed by dividing the NAVD 88
 EB4137.geopotential number by the normal gravity value computed on the
 EB4137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4137.degrees latitude (g = 980.6199 gals.).
 EB4137
 EB4137.The modeled gravity was interpolated from observed gravity values.
 EB4137
 EB4137;                    North         East    Units  Estimated Accuracy
 EB4137;SPC SC       -   280,660.      730,220.      MT  (+/- 180 meters Scaled)
 EB4137
 EB4137                          SUPERSEDED SURVEY CONTROL
 EB4137
 EB4137.No superseded survey control is available for this station.
 EB4137
 EB4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU205025(NAD 83)
 EB4137_MARKER: DD = SURVEY DISK
 EB4137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4137_SP_SET: CONCRETE POST
 EB4137_STAMPING: 35 007 1993
 EB4137_MARK LOGO: SCGS  
 EB4137_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4137+STABILITY: SURFACE MOTION
 EB4137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4137+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4137
 EB4137  HISTORY     - Date     Condition        Report By
 EB4137  HISTORY     - 1993     MONUMENTED       SCGS
 EB4137
 EB4137                          STATION DESCRIPTION
 EB4137
 EB4137'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4137'STATION IS LOCATED 11.1 MILES (17.9 KM) EAST NORTHEAST OF DARLINGTON,
 EB4137'17.6 MILES (28.3 KM) SOUTH OF BENNETTSVILLE. OWNERSHIP--SCDHPT,
 EB4137'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4137'803-737-1350. TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 EB4137'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0 MILES
 EB4137'(25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY 34 FOR
 EB4137'2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 31 RIGHT, CONTINUE
 EB4137'ON HIGHWAY 34 FOR 3.45 MILES (5.55 KM) TO THE EAST END OF THE BRIDGE
 EB4137'OVER THE PEE DEE RIVER AND THE STATION NEAR THE NORTHEAST CORNER OF
 EB4137'THE BRIDGE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4137'LEVEL WITH THE HIGHWAY, 16.7 FEET (5.1 M) NORTH OF THE CENTER OF THE
 EB4137'HIGHWAY, 4.4 FEET (1.3 M) EAST OF THE NORTHEAST CORNER OF THE BRIDGE.
 EB4137'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4238 ***********************************************************************
 EB4238  DESIGNATION -  35 007 RESET
 EB4238  PID         -  EB4238
 EB4238  STATE/COUNTY-  SC/MARLBORO
 EB4238  USGS QUAD   -  WITHERSPOON ISLAND (1972)
 EB4238
 EB4238                         *CURRENT SURVEY CONTROL
 EB4238  ___________________________________________________________________
 EB4238* NAD 83(1986)-  34 21 26.     (N)    079 41 11.     (W)     SCALED    
 EB4238* NAVD 88     -        21.504  (meters)      70.55   (feet)  ADJUSTED  
 EB4238  ___________________________________________________________________
 EB4238  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 EB4238  DYNAMIC HT  -          21.483 (meters)      70.48  (feet)  COMP
 EB4238  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EB4238
 EB4238  VERT ORDER  -  FIRST     CLASS II
 EB4238
 EB4238.The horizontal coordinates were scaled from a topographic map and have
 EB4238.an estimated accuracy of +/- 6 seconds.
 EB4238
 EB4238.The orthometric height was determined by differential leveling
 EB4238.and adjusted by the National Geodetic Survey in June 1994..
 EB4238
 EB4238.The geoid height was determined by GEOID03.
 EB4238
 EB4238.The dynamic height is computed by dividing the NAVD 88
 EB4238.geopotential number by the normal gravity value computed on the
 EB4238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4238.degrees latitude (g = 980.6199 gals.).
 EB4238
 EB4238.The modeled gravity was interpolated from observed gravity values.
 EB4238
 EB4238;                    North         East    Units  Estimated Accuracy
 EB4238;SPC SC       -   280,660.      730,430.      MT  (+/- 180 meters Scaled)
 EB4238
 EB4238                          SUPERSEDED SURVEY CONTROL
 EB4238
 EB4238.No superseded survey control is available for this station.
 EB4238
 EB4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU208025(NAD 83)
 EB4238_MARKER: DD = SURVEY DISK
 EB4238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4238_SP_SET: CONCRETE POST
 EB4238_STAMPING: 35 007 RESET 1993
 EB4238_MARK LOGO: SCGS  
 EB4238_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4238+STABILITY: SURFACE MOTION
 EB4238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4238+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4238
 EB4238  HISTORY     - Date     Condition        Report By
 EB4238  HISTORY     - 1993     MONUMENTED       SCGS
 EB4238
 EB4238                          STATION DESCRIPTION
 EB4238
 EB4238'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4238'STATION IS LOCATED 11.2 MILES (18.0 KM) EAST NORTHEAST OF DARLINGTON,
 EB4238'17.6 MILES (28.3 KM) SOUTH OF BENNETTSVILLE. OWNERSHIP--SCDHPT,
 EB4238'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4238'803-737-1350. TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 EB4238'STATE HIGHWAYS 38 AND 34 IN THE COMMUNITY OF BROWNSVILLE, 16.0 MILES
 EB4238'(25.7 KM) SOUTHEAST OF BENNETTSVILLE, GO NORTHWEST ON HIGHWAY 34 FOR
 EB4238'2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 31 RIGHT, CONTINUE
 EB4238'ON HIGHWAY 34 FOR 3.25 MILES (5.23 KM) TO A PRIVATE SAND ROAD LEFT
 EB4238'AND THE STATION IN THE SOUTHWEST ANGLE OF THE ROAD, 0.15 MILE
 EB4238'(0.24 KM) EAST OF THE EAST END OF THE BRIDGE OVER THE GREAT PEE DEE
 EB4238'RIVER. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET
 EB4238'(0.9 M) BELOW THE HIGHWAY, 80.0 FEET (24.4 M) SOUTH OF THE CENTER OF
 EB4238'THE HIGHWAY, 9.6 FEET (2.9 M) WEST NORTHWEST OF THE WEST ONE OF TWO
 EB4238'METAL GATE POSTS PROJECTING 3.0 FEET, 11.2 FEET (3.4 M) EAST
 EB4238'NORTHEAST OF A 0.3-FOOT METAL CABLE SUPPORT POST PROJECTING 2.4 FEET,
 EB4238'5.5 FEET (1.7 M) SOUTHEAST OF A WOODEN BARBED WIRE FENCE POST WITH A
 EB4238'SCGS REFERENCE WASHER ATTACHED, 2.0 FEET (0.6 M) NORTH OF A WITNESS
 EB4238'POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4110 ***********************************************************************
 EB4110  DESIGNATION -  35 008
 EB4110  PID         -  EB4110
 EB4110  STATE/COUNTY-  SC/MARLBORO
 EB4110  USGS QUAD   -  SOCIETY HILL (1971)
 EB4110
 EB4110                         *CURRENT SURVEY CONTROL
 EB4110  ___________________________________________________________________
 EB4110* NAD 83(1986)-  34 31 56.     (N)    079 49 06.     (W)     SCALED    
 EB4110* NAVD 88     -        27.979  (meters)      91.79   (feet)  ADJUSTED  
 EB4110  ___________________________________________________________________
 EB4110  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EB4110  DYNAMIC HT  -          27.952 (meters)      91.71  (feet)  COMP
 EB4110  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 EB4110
 EB4110  VERT ORDER  -  FIRST     CLASS II
 EB4110
 EB4110.The horizontal coordinates were scaled from a topographic map and have
 EB4110.an estimated accuracy of +/- 6 seconds.
 EB4110
 EB4110.The orthometric height was determined by differential leveling
 EB4110.and adjusted by the National Geodetic Survey in June 1994..
 EB4110
 EB4110.The geoid height was determined by GEOID03.
 EB4110
 EB4110.The dynamic height is computed by dividing the NAVD 88
 EB4110.geopotential number by the normal gravity value computed on the
 EB4110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4110.degrees latitude (g = 980.6199 gals.).
 EB4110
 EB4110.The modeled gravity was interpolated from observed gravity values.
 EB4110
 EB4110;                    North         East    Units  Estimated Accuracy
 EB4110;SPC SC       -   299,920.      718,070.      MT  (+/- 180 meters Scaled)
 EB4110
 EB4110                          SUPERSEDED SURVEY CONTROL
 EB4110
 EB4110.No superseded survey control is available for this station.
 EB4110
 EB4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU084218(NAD 83)
 EB4110_MARKER: DD = SURVEY DISK
 EB4110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4110_SP_SET: CONCRETE POST
 EB4110_STAMPING: 35 008 1993
 EB4110_MARK LOGO: SCGS  
 EB4110_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4110+STABILITY: SURFACE MOTION
 EB4110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4110+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4110
 EB4110  HISTORY     - Date     Condition        Report By
 EB4110  HISTORY     - 1993     MONUMENTED       SCGS
 EB4110  HISTORY     - 20010218 POOR             USPSQD
 EB4110
 EB4110                          STATION DESCRIPTION
 EB4110
 EB4110'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4110'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTHEAST OF SOCIETY HILL,
 EB4110'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4110'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4110'JUNCTION OF U.S. HIGHWAYS 52, 15, 401 (NORTH MAIN STREET) AND STATE
 EB4110'ROAD 133 (CHURCH STREET) IN SOCIETY HILL, GO NORTHEAST ON HIGHWAYS 15
 EB4110'AND 401 FOR 1.4 MILES (2.3 KM) TO THE CENTER OF THE BRIDGE OVER THE
 EB4110'PEE DEE RIVER (DARLINGTON/MARLBORO COUNTY LINE), CONTINUE ON HIGHWAYS
 EB4110'15 AND 401 FOR 0.9 MILE (1.4 KM) TO THE NORTHEAST END OF A BRIDGE
 EB4110'OVER A SWAMP AND THE STATION NEAR THE NORTHEAST CORNER. STATION IS A
 EB4110'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE
 EB4110'HIGHWAY, 16.8 FEET (5.1 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 EB4110'HIGHWAY, 5.2 FEET (1.6 M) EAST NORTHEAST OF THE NORTHEAST END OF THE
 EB4110'BRIDGE, 3.0 FEET (0.9 M) EAST OF A WITNESS POST. DESCRIBED BY T.
 EB4110'HALL.
 EB4110
 EB4110                          STATION RECOVERY (2001)
 EB4110
 EB4110'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4110'UP-ROOTED AND KNOCKED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4108 ***********************************************************************
 EB4108  DESIGNATION -  35 009
 EB4108  PID         -  EB4108
 EB4108  STATE/COUNTY-  SC/MARLBORO
 EB4108  USGS QUAD   -  SOCIETY HILL (1971)
 EB4108
 EB4108                         *CURRENT SURVEY CONTROL
 EB4108  ___________________________________________________________________
 EB4108* NAD 83(1986)-  34 32 59.     (N)    079 47 49.     (W)     SCALED    
 EB4108* NAVD 88     -        28.020  (meters)      91.93   (feet)  ADJUSTED  
 EB4108  ___________________________________________________________________
 EB4108  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EB4108  DYNAMIC HT  -          27.994 (meters)      91.84  (feet)  COMP
 EB4108  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 EB4108
 EB4108  VERT ORDER  -  FIRST     CLASS II
 EB4108
 EB4108.The horizontal coordinates were scaled from a topographic map and have
 EB4108.an estimated accuracy of +/- 6 seconds.
 EB4108
 EB4108.The orthometric height was determined by differential leveling
 EB4108.and adjusted by the National Geodetic Survey in June 1994..
 EB4108
 EB4108.The geoid height was determined by GEOID03.
 EB4108
 EB4108.The dynamic height is computed by dividing the NAVD 88
 EB4108.geopotential number by the normal gravity value computed on the
 EB4108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4108.degrees latitude (g = 980.6199 gals.).
 EB4108
 EB4108.The modeled gravity was interpolated from observed gravity values.
 EB4108
 EB4108;                    North         East    Units  Estimated Accuracy
 EB4108;SPC SC       -   301,890.      720,010.      MT  (+/- 180 meters Scaled)
 EB4108
 EB4108                          SUPERSEDED SURVEY CONTROL
 EB4108
 EB4108.No superseded survey control is available for this station.
 EB4108
 EB4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU103237(NAD 83)
 EB4108_MARKER: DD = SURVEY DISK
 EB4108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4108_SP_SET: CONCRETE POST
 EB4108_STAMPING: 35 009 1993
 EB4108_MARK LOGO: SCGS  
 EB4108_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4108+STABILITY: SURFACE MOTION
 EB4108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4108+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 EB4108
 EB4108  HISTORY     - Date     Condition        Report By
 EB4108  HISTORY     - 1993     MONUMENTED       SCGS
 EB4108  HISTORY     - 20010218 GOOD             USPSQD
 EB4108
 EB4108                          STATION DESCRIPTION
 EB4108
 EB4108'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4108'STATION IS LOCATED 3.7 MILES (6.0 KM) NORTHEAST OF SOCIETY HILL, 8.0
 EB4108'MILES (12.9 KM) SOUTHWEST OF BENNETTSVILLE. OWNERSHIP--SCDHPT,
 EB4108'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4108'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4108'15, 401, STATE HIGHWAY 912 (WILLAMETTE ROAD) AND STATE ROAD 57
 EB4108'(MARLBORO ROAD), 5.1 MILES (8.2 KM) SOUTHWEST OF BENNETTSVILLE, GO
 EB4108'WEST SOUTHWEST ON HIGHWAYS 15 AND 401 FOR 1.05 MILES (1.69 KM) TO THE
 EB4108'JUNCTION OF STATE ROAD 357 (EDWARDS ROAD) AND A SAND ROAD LEFT (DOWDY
 EB4108'LANE), CONTINUE ON HIGHWAYS 15 AND 401 FOR 2.05 MILES (3.30 KM) TO A
 EB4108'SAND ROAD LEFT AND THE STATION NEAR THE EAST CORNER OF A BRIDGE OVER
 EB4108'A SWAMP IN THE SOUTH ANGLE OF THE SAND ROAD. STATION IS A CONCRETE
 EB4108'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY,
 EB4108'16.2 FEET (4.9 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 44.0 FEET
 EB4108'(13.4 M) SOUTHWEST OF THE CENTER OF THE SAND ROAD LEADING SOUTHEAST,
 EB4108'8.3 FEET (2.5 M) NORTHEAST OF THE NORTHEAST END OF THE BRIDGE, 3.7
 EB4108'FEET (1.1 M) NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4108
 EB4108                          STATION RECOVERY (2001)
 EB4108
 EB4108'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4108'WITNESS POST BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4107 ***********************************************************************
 EB4107  DESIGNATION -  35 010
 EB4107  PID         -  EB4107
 EB4107  STATE/COUNTY-  SC/MARLBORO
 EB4107  USGS QUAD   -  SOCIETY HILL (1971)
 EB4107
 EB4107                         *CURRENT SURVEY CONTROL
 EB4107  ___________________________________________________________________
 EB4107* NAD 83(1986)-  34 33 37.     (N)    079 47 04.     (W)     SCALED    
 EB4107* NAVD 88     -        28.050  (meters)      92.03   (feet)  ADJUSTED  
 EB4107  ___________________________________________________________________
 EB4107  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EB4107  DYNAMIC HT  -          28.024 (meters)      91.94  (feet)  COMP
 EB4107  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 EB4107
 EB4107  VERT ORDER  -  FIRST     CLASS II
 EB4107
 EB4107.The horizontal coordinates were scaled from a topographic map and have
 EB4107.an estimated accuracy of +/- 6 seconds.
 EB4107
 EB4107.The orthometric height was determined by differential leveling
 EB4107.and adjusted by the National Geodetic Survey in June 1994..
 EB4107
 EB4107.The geoid height was determined by GEOID03.
 EB4107
 EB4107.The dynamic height is computed by dividing the NAVD 88
 EB4107.geopotential number by the normal gravity value computed on the
 EB4107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4107.degrees latitude (g = 980.6199 gals.).
 EB4107
 EB4107.The modeled gravity was interpolated from observed gravity values.
 EB4107
 EB4107;                    North         East    Units  Estimated Accuracy
 EB4107;SPC SC       -   303,070.      721,140.      MT  (+/- 180 meters Scaled)
 EB4107
 EB4107                          SUPERSEDED SURVEY CONTROL
 EB4107
 EB4107.No superseded survey control is available for this station.
 EB4107
 EB4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU115249(NAD 83)
 EB4107_MARKER: DD = SURVEY DISK
 EB4107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4107_SP_SET: CONCRETE POST
 EB4107_STAMPING: 35 010 1993
 EB4107_MARK LOGO: SCGS  
 EB4107_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4107+STABILITY: SURFACE MOTION
 EB4107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4107+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 EB4107
 EB4107  HISTORY     - Date     Condition        Report By
 EB4107  HISTORY     - 1993     MONUMENTED       SCGS
 EB4107  HISTORY     - 20010218 GOOD             USPSQD
 EB4107
 EB4107                          STATION DESCRIPTION
 EB4107
 EB4107'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4107'STATION IS LOCATED 7.0 MILES (11.3 KM) SOUTHWEST OF BENNETTSVILLE, 4.7
 EB4107'MILES (7.6 KM) NORTHEAST OF SOCIETY HILL. OWNERSHIP--SCDHPT, DIRECTOR
 EB4107'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4107'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4107'15, 401, STATE HIGHWAY 912 (WILLAMETTE ROAD) AND STATE ROAD 57
 EB4107'(MARLBORO ROAD), 5.1 MILES (8.2 KM) SOUTHWEST OF BENNETTSVILLE, GO
 EB4107'WEST SOUTHWEST ON HIGHWAYS 15 AND 401 FOR 1.05 MILES (1.69 KM) TO THE
 EB4107'JUNCTION OF STATE ROAD 357 (EDWARDS ROAD) AND A SAND ROAD LEFT (DOWDY
 EB4107'LANE), CONTINUE ON HIGHWAYS 15 AND 401 FOR 1.05 MILES (1.69 KM) TO
 EB4107'THE STATION ON THE LEFT NEAR THE EAST END OF A BRIDGE OVER A SWAMP.
 EB4107'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 EB4107'(0.3 M) ABOVE THE HIGHWAY, 16.8 FEET (5.1 M) SOUTHEAST OF THE CENTER
 EB4107'OF THE HIGHWAY, 6.0 FEET (1.8 M) NORTHEAST OF THE NORTHEAST END OF
 EB4107'THE BRIDGE, 3.5 FEET (1.1 M) NORTHEAST OF A WITNESS POST. DESCRIBED
 EB4107'BY T. HALL.
 EB4107
 EB4107                          STATION RECOVERY (2001)
 EB4107
 EB4107'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4107'WITNESS POST BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4106 ***********************************************************************
 EB4106  DESIGNATION -  35 011
 EB4106  PID         -  EB4106
 EB4106  STATE/COUNTY-  SC/MARLBORO
 EB4106  USGS QUAD   -  SOCIETY HILL (1971)
 EB4106
 EB4106                         *CURRENT SURVEY CONTROL
 EB4106  ___________________________________________________________________
 EB4106* NAD 83(1986)-  34 34 16.     (N)    079 46 22.     (W)     SCALED    
 EB4106* NAVD 88     -        25.639  (meters)      84.12   (feet)  ADJUSTED  
 EB4106  ___________________________________________________________________
 EB4106  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EB4106  DYNAMIC HT  -          25.615 (meters)      84.04  (feet)  COMP
 EB4106  MODELED GRAV-     979,701.5   (mgal)                       NAVD 88
 EB4106
 EB4106  VERT ORDER  -  FIRST     CLASS II
 EB4106
 EB4106.The horizontal coordinates were scaled from a topographic map and have
 EB4106.an estimated accuracy of +/- 6 seconds.
 EB4106
 EB4106.The orthometric height was determined by differential leveling
 EB4106.and adjusted by the National Geodetic Survey in June 1994..
 EB4106
 EB4106.The geoid height was determined by GEOID03.
 EB4106
 EB4106.The dynamic height is computed by dividing the NAVD 88
 EB4106.geopotential number by the normal gravity value computed on the
 EB4106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4106.degrees latitude (g = 980.6199 gals.).
 EB4106
 EB4106.The modeled gravity was interpolated from observed gravity values.
 EB4106
 EB4106;                    North         East    Units  Estimated Accuracy
 EB4106;SPC SC       -   304,290.      722,200.      MT  (+/- 180 meters Scaled)
 EB4106
 EB4106                          SUPERSEDED SURVEY CONTROL
 EB4106
 EB4106.No superseded survey control is available for this station.
 EB4106
 EB4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU125261(NAD 83)
 EB4106_MARKER: DD = SURVEY DISK
 EB4106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4106_SP_SET: CONCRETE POST
 EB4106_STAMPING: 35 011 1993
 EB4106_MARK LOGO: SCGS  
 EB4106_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4106+STABILITY: SURFACE MOTION
 EB4106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4106+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 EB4106
 EB4106  HISTORY     - Date     Condition        Report By
 EB4106  HISTORY     - 1993     MONUMENTED       SCGS
 EB4106  HISTORY     - 20010218 GOOD             USPSQD
 EB4106
 EB4106                          STATION DESCRIPTION
 EB4106
 EB4106'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4106'STATION IS LOCATED 5.9 MILES (9.5 KM) SOUTHWEST OF BENNETTSVILLE, 5.9
 EB4106'MILES (9.5 KM) NORTHEAST OF SOCIETY HILL. OWNERSHIP--SCDHPT, DIRECTOR
 EB4106'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4106'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4106'15, 401, STATE HIGHWAY 912 (WILLAMETTE ROAD) AND STATE ROAD 57
 EB4106'(MARLBORO ROAD), 5.1 MILES (8.2 KM) SOUTHWEST OF BENNETTSVILLE, GO
 EB4106'WEST SOUTHWEST ON HIGHWAYS 15 AND 401 FOR 1.05 MILES (1.69 KM) TO THE
 EB4106'JUNCTION OF STATE ROAD 357 (EDWARDS ROAD) AND A SAND ROAD LEFT (DOWDY
 EB4106'LANE) AND THE STATION IN THE SOUTH ANGLE NEAR THE ACCESS DRIVEWAY TO
 EB4106'A COUNTY HOUSEHOLD GARBARGE DUMP SITE. STATION IS A CONCRETE POST
 EB4106'FLUSH WITH THE GROUND AND 3.5 FEET (1.1 M) BELOW THE HIGHWAY, 99.5
 EB4106'FEET (30.3 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 61.5 FEET
 EB4106'(18.7 M) SOUTHWEST OF THE CENTER OF ROAD 357, 45.0 FEET (13.7 M) EAST
 EB4106'SOUTHEAST OF THE CENTER OF THE ACCESS DRIVEWAY TO THE DUMP SITE, 8.2
 EB4106'FEET (2.5 M) WEST SOUTHWEST OF A 0.3-FOOT MAPLE TREE WITH A SCGS
 EB4106'REFERENCE WASHER ATTACHED, 2.3 FEET (0.7 M) NORTHWEST OF A WITNESS
 EB4106'POST. DESCRIBED BY T. HALL.
 EB4106
 EB4106                          STATION RECOVERY (2001)
 EB4106
 EB4106'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4105 ***********************************************************************
 EB4105  DESIGNATION -  35 012
 EB4105  PID         -  EB4105
 EB4105  STATE/COUNTY-  SC/MARLBORO
 EB4105  USGS QUAD   -  SOCIETY HILL (1971)
 EB4105
 EB4105                         *CURRENT SURVEY CONTROL
 EB4105  ___________________________________________________________________
 EB4105* NAD 83(1986)-  34 35 02.     (N)    079 45 33.     (W)     SCALED    
 EB4105* NAVD 88     -        40.999  (meters)     134.51   (feet)  ADJUSTED  
 EB4105  ___________________________________________________________________
 EB4105  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 EB4105  DYNAMIC HT  -          40.961 (meters)     134.39  (feet)  COMP
 EB4105  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 EB4105
 EB4105  VERT ORDER  -  FIRST     CLASS II
 EB4105
 EB4105.The horizontal coordinates were scaled from a topographic map and have
 EB4105.an estimated accuracy of +/- 6 seconds.
 EB4105
 EB4105.The orthometric height was determined by differential leveling
 EB4105.and adjusted by the National Geodetic Survey in June 1994..
 EB4105
 EB4105.The geoid height was determined by GEOID03.
 EB4105
 EB4105.The dynamic height is computed by dividing the NAVD 88
 EB4105.geopotential number by the normal gravity value computed on the
 EB4105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4105.degrees latitude (g = 980.6199 gals.).
 EB4105
 EB4105.The modeled gravity was interpolated from observed gravity values.
 EB4105
 EB4105;                    North         East    Units  Estimated Accuracy
 EB4105;SPC SC       -   305,720.      723,430.      MT  (+/- 180 meters Scaled)
 EB4105
 EB4105                          SUPERSEDED SURVEY CONTROL
 EB4105
 EB4105.No superseded survey control is available for this station.
 EB4105
 EB4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU138275(NAD 83)
 EB4105_MARKER: DD = SURVEY DISK
 EB4105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4105_SP_SET: CONCRETE POST
 EB4105_STAMPING: 35 012 1993
 EB4105_MARK LOGO: SCGS  
 EB4105_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4105+STABILITY: SURFACE MOTION
 EB4105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4105+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4105
 EB4105  HISTORY     - Date     Condition        Report By
 EB4105  HISTORY     - 1993     MONUMENTED       SCGS
 EB4105
 EB4105                          STATION DESCRIPTION
 EB4105
 EB4105'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4105'STATION IS LOCATED 4.9 MILES (7.9 KM) SOUTHWEST OF BENNETTSVILLE, 6.9
 EB4105'MILES (11.1 KM) NORTHEAST OF SOCIETY HILL. OWNERSHIP--JIM DEINES,
 EB4105'SQUIRES TIMBER COMPANY, HIGHWAY 15-401, P.O. BOX 306, BENNETTSVILLE,
 EB4105'SC 29512, PHONE 803-479-9933 AT WORK OR 919-276-3149 AT HOME IN NORTH
 EB4105'CAROLINA. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 15
 EB4105'401, STATE HIGHWAY 912 (WILLAMETTE ROAD) AND STATE ROAD 57 (MARLBORO
 EB4105'ROAD), 5.1 MILES (8.2 KM) SOUTHWEST OF BENNETTSVILLE, GO EAST
 EB4105'NORTHEAST ON HIGHWAYS 15 AND 401 FOR 0.1 MILE (0.2 KM) TO A DRIVEWAY
 EB4105'RIGHT LEADING TO A BUILDING WITH CEDAR SHINGLE SIDING (SQUIRE TIMBER
 EB4105'COMPANY) AND THE STATION NEAR THE NORTHWEST BUSINESS SIGN POST IN
 EB4105'FRONT OF THE BUILDING. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4105'GROUND AND LEVEL WITH THE HIGHWAY, 64.0 FEET (19.5 M) SOUTH SOUTHEAST
 EB4105'OF THE CENTER OF THE HIGHWAY, 34.3 FEET (10.5 M) SOUTH SOUTHWEST OF
 EB4105'THE SOUTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EB4105'DRIVEWAY, 72.0 FEET (21.9 M) NORTHEAST OF A POWER POLE SXD19 WITH GUY
 EB4105'WIRE, 3.4 FEET (1.0 M) SOUTHWEST OF THE NORTHWEST MOST ONE OF TWO
 EB4105'WOODEN POSTS OF THE BUSINESS SIGN, 87.7 FEET (26.7 M) NORTH NORTHWEST
 EB4105'OF THE NORTHWEST CORNER OF A BRICK FOUNDATION OF THE FRONT PORCH OF
 EB4105'THE BUSINESS, 127.9 FEET (39.0 M) NORTH OF A TALL WOODEN RADIO MAST.
 EB4105'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4102 ***********************************************************************
 EB4102  DESIGNATION -  35 013
 EB4102  PID         -  EB4102
 EB4102  STATE/COUNTY-  SC/MARLBORO
 EB4102  USGS QUAD   -  BENNETTSVILLE SOUTH (1972)
 EB4102
 EB4102                         *CURRENT SURVEY CONTROL
 EB4102  ___________________________________________________________________
 EB4102* NAD 83(1986)-  34 35 59.     (N)    079 43 47.     (W)     SCALED    
 EB4102* NAVD 88     -        42.372  (meters)     139.02   (feet)  ADJUSTED  
 EB4102  ___________________________________________________________________
 EB4102  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EB4102  DYNAMIC HT  -          42.333 (meters)     138.89  (feet)  COMP
 EB4102  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 EB4102
 EB4102  VERT ORDER  -  FIRST     CLASS II
 EB4102
 EB4102.The horizontal coordinates were scaled from a topographic map and have
 EB4102.an estimated accuracy of +/- 6 seconds.
 EB4102
 EB4102.The orthometric height was determined by differential leveling
 EB4102.and adjusted by the National Geodetic Survey in June 1994..
 EB4102
 EB4102.The geoid height was determined by GEOID03.
 EB4102
 EB4102.The dynamic height is computed by dividing the NAVD 88
 EB4102.geopotential number by the normal gravity value computed on the
 EB4102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4102.degrees latitude (g = 980.6199 gals.).
 EB4102
 EB4102.The modeled gravity was interpolated from observed gravity values.
 EB4102
 EB4102;                    North         East    Units  Estimated Accuracy
 EB4102;SPC SC       -   307,510.      726,110.      MT  (+/- 180 meters Scaled)
 EB4102
 EB4102                          SUPERSEDED SURVEY CONTROL
 EB4102
 EB4102.No superseded survey control is available for this station.
 EB4102
 EB4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU164293(NAD 83)
 EB4102_MARKER: DD = SURVEY DISK
 EB4102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4102_SP_SET: CONCRETE POST
 EB4102_STAMPING: 35 013 1993
 EB4102_MARK LOGO: SCGS  
 EB4102_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4102+STABILITY: SURFACE MOTION
 EB4102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4102+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4102
 EB4102  HISTORY     - Date     Condition        Report By
 EB4102  HISTORY     - 1993     MONUMENTED       SCGS
 EB4102
 EB4102                          STATION DESCRIPTION
 EB4102
 EB4102'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4102'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTHWEST OF BENNETTSVILLE.
 EB4102'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4102'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4102'JUNCTION OF STATE HIGHWAY 385 (WEST MAIN STREET) AND U.S. HIGHWAYS 15
 EB4102'AND 401, 2.1 MILES (3.4 KM) WEST SOUTHWEST OF BENNETTSVILLE, GO WEST
 EB4102'SOUTHWEST ON HIGHWAYS 15 AND 401 FOR 0.95 MILE (1.53 KM) TO THE
 EB4102'JUNCTION OF STATE ROAD 43 (MCCALLS MILL POND ROAD) RIGHT AND (APPIN
 EB4102'ROAD) LEFT, TURN LEFT ON ROAD 43 FOR 0.1 MILE (0.2 KM) TO THE
 EB4102'CONCRETE DRIVEWAY RIGHT LEADING TO A BRICK HOUSE WITH AN ATTACHED
 EB4102'CARPORT AND THE STATION NEAR A POWER POLE IN THE NORTHWEST ANGLE OF
 EB4102'THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EB4102'1.0 FOOT (0.3 M) BELOW THE ROAD, 19.8 FEET (6.0 M) NORTH OF THE NORTH
 EB4102'EDGE OF THE CONCRETE DRIVEWAY, 21.9 FEET (6.7 M) NORTHWEST OF THE
 EB4102'NORTH END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY,
 EB4102'37.2 FEET (11.3 M) WEST OF THE CENTER OF THE ROAD, 3.5 FEET (1.1 M)
 EB4102'WEST OF THE POWER POLE ED46, 4.5 FEET (1.4 M) WEST OF A TELEPHONE
 EB4102'JUNCTION BOX PED/36, 63.2 FEET (19.3 M) NORTHEAST OF THE NORTHEAST
 EB4102'CORNER OF THE HOUSE, 56.6 FEET (17.3 M) EAST SOUTHEAST OF THE
 EB4102'SOUTHEAST CORNER OF HOUSE NUMBER 117, 3.5 FEET (1.1 M) WEST OF A
 EB4102'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4103 ***********************************************************************
 EB4103  DESIGNATION -  35 014
 EB4103  PID         -  EB4103
 EB4103  STATE/COUNTY-  SC/MARLBORO
 EB4103  USGS QUAD   -  BENNETTSVILLE SOUTH (1972)
 EB4103
 EB4103                         *CURRENT SURVEY CONTROL
 EB4103  ___________________________________________________________________
 EB4103* NAD 83(1986)-  34 36 39.     (N)    079 44 34.     (W)     SCALED    
 EB4103* NAVD 88     -        36.263  (meters)     118.97   (feet)  ADJUSTED  
 EB4103  ___________________________________________________________________
 EB4103  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 EB4103  DYNAMIC HT  -          36.229 (meters)     118.86  (feet)  COMP
 EB4103  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 EB4103
 EB4103  VERT ORDER  -  FIRST     CLASS II
 EB4103
 EB4103.The horizontal coordinates were scaled from a topographic map and have
 EB4103.an estimated accuracy of +/- 6 seconds.
 EB4103
 EB4103.The orthometric height was determined by differential leveling
 EB4103.and adjusted by the National Geodetic Survey in June 1994..
 EB4103
 EB4103.The geoid height was determined by GEOID03.
 EB4103
 EB4103.The dynamic height is computed by dividing the NAVD 88
 EB4103.geopotential number by the normal gravity value computed on the
 EB4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4103.degrees latitude (g = 980.6199 gals.).
 EB4103
 EB4103.The modeled gravity was interpolated from observed gravity values.
 EB4103
 EB4103;                    North         East    Units  Estimated Accuracy
 EB4103;SPC SC       -   308,730.      724,900.      MT  (+/- 180 meters Scaled)
 EB4103
 EB4103                          SUPERSEDED SURVEY CONTROL
 EB4103
 EB4103.No superseded survey control is available for this station.
 EB4103
 EB4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU152306(NAD 83)
 EB4103_MARKER: DD = SURVEY DISK
 EB4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4103_SP_SET: CONCRETE POST
 EB4103_STAMPING: 35 014 1993
 EB4103_MARK LOGO: SCGS  
 EB4103_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4103+STABILITY: SURFACE MOTION
 EB4103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4103+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4103
 EB4103  HISTORY     - Date     Condition        Report By
 EB4103  HISTORY     - 1993     MONUMENTED       SCGS
 EB4103
 EB4103                          STATION DESCRIPTION
 EB4103
 EB4103'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4103'STATION IS LOCATED 3.4 MILES (5.5 KM) WEST OF BENNETTSVILLE, 8.9 MILES
 EB4103'(14.3 KM) NORTHEAST OF SOCIETY HILL. OWNERSHIP--ROBERT DAVID, 480
 EB4103'THERRELL ROAD, BENNETTSVILLE, SC 29512, PHONE 803-479-3918. TO REACH
 EB4103'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 385 (WEST MAIN STREET)
 EB4103'AND U.S. HIGHWAYS 15 AND 401, 2.1 MILES (3.4 KM) WEST SOUTHWEST OF
 EB4103'BENNETTSVILLE, GO WEST SOUTHWEST ON HIGHWAYS 15 AND 401 FOR 0.95 MILE
 EB4103'(1.53 KM) TO THE JUNCTION OF STATE ROAD 43 (MCCALLS MILL POND ROAD)
 EB4103'RIGHT AND (APPIN ROAD) LEFT, TURN RIGHT ON ROAD 43 FOR 1.1 MILES
 EB4103'(1.8 KM) TO THE JUNCTION OF STATE ROAD 331 (THERRELL ROAD), TURN
 EB4103'RIGHT ON ROAD 331 FOR 0.05 MILE (0.08 KM) TO A SAND DRIVEWAY RIGHT
 EB4103'LEADING TO A MOBILE HOME AND THE STATION NEAR A SECURITY LIGHT POLE
 EB4103'BETWEEN THE MOBILE HOME AND A CULTIVATED FIELD. STATION IS A CONCRETE
 EB4103'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 90.8 FEET
 EB4103'(27.7 M) EAST OF THE CENTER OF ROAD 331, 2.2 FEET (0.7 M) WEST OF THE
 EB4103'SECURITY LIGHT POLE, 31.9 FEET (9.7 M) SOUTH SOUTHWEST OF THE
 EB4103'SOUTHWEST CORNER OF THE MOBILE HOME, 45.8 FEET (14.0 M) SOUTH OF THE
 EB4103'SOUTHWEST CORNER OF THE CONCRETE BLOCK FOUNDATION OF A SCREENED PORCH
 EB4103'OF THE HOUSE, 108.5 FEET (33.1 M) SOUTHEAST OF THE SOUTH END OF A
 EB4103'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 1.9 FEET
 EB4103'(0.6 M) WEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4101 ***********************************************************************
 EB4101  DESIGNATION -  35 015
 EB4101  PID         -  EB4101
 EB4101  STATE/COUNTY-  SC/MARLBORO
 EB4101  USGS QUAD   -  BENNETTSVILLE SOUTH (1972)
 EB4101
 EB4101                         *CURRENT SURVEY CONTROL
 EB4101  ___________________________________________________________________
 EB4101* NAD 83(1986)-  34 36 26.     (N)    079 42 46.     (W)     SCALED    
 EB4101* NAVD 88     -        43.456  (meters)     142.57   (feet)  ADJUSTED  
 EB4101  ___________________________________________________________________
 EB4101  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EB4101  DYNAMIC HT  -          43.415 (meters)     142.44  (feet)  COMP
 EB4101  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 EB4101
 EB4101  VERT ORDER  -  FIRST     CLASS II
 EB4101
 EB4101.The horizontal coordinates were scaled from a topographic map and have
 EB4101.an estimated accuracy of +/- 6 seconds.
 EB4101
 EB4101.The orthometric height was determined by differential leveling
 EB4101.and adjusted by the National Geodetic Survey in June 1994..
 EB4101
 EB4101.The geoid height was determined by GEOID03.
 EB4101
 EB4101.The dynamic height is computed by dividing the NAVD 88
 EB4101.geopotential number by the normal gravity value computed on the
 EB4101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4101.degrees latitude (g = 980.6199 gals.).
 EB4101
 EB4101.The modeled gravity was interpolated from observed gravity values.
 EB4101
 EB4101;                    North         East    Units  Estimated Accuracy
 EB4101;SPC SC       -   308,360.      727,660.      MT  (+/- 180 meters Scaled)
 EB4101
 EB4101                          SUPERSEDED SURVEY CONTROL
 EB4101
 EB4101.No superseded survey control is available for this station.
 EB4101
 EB4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU180302(NAD 83)
 EB4101_MARKER: DD = SURVEY DISK
 EB4101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4101_SP_SET: CONCRETE POST
 EB4101_STAMPING: 35 015 1993
 EB4101_MARK LOGO: SCGS  
 EB4101_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4101+STABILITY: SURFACE MOTION
 EB4101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4101+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4101
 EB4101  HISTORY     - Date     Condition        Report By
 EB4101  HISTORY     - 1993     MONUMENTED       SCGS
 EB4101
 EB4101                          STATION DESCRIPTION
 EB4101
 EB4101'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4101'STATION IS LOCATED 1.9 MILES (3.1 KM) WEST SOUTHWEST OF BENNETTSVILLE.
 EB4101'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4101'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4101'JUNCTION OF STATE HIGHWAY 385 (WEST MAIN STREET) AND U.S. HIGHWAYS 15
 EB4101'AND 401, 2.1 MILES (3.4 KM) WEST SOUTHWEST OF BENNETTSVILLE, GO EAST
 EB4101'NORTHEAST ON HIGHWAY 385 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF
 EB4101'STATE ROAD 375 (SUNSET DRIVE) LEFT AND A CROSSOVER ROAD RIGHT AND THE
 EB4101'STATION NEAR THE WEST END OF A BRICK SIGN FOR THE CHURCH OF GOD IN
 EB4101'THE SOUTHEAST ANGLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 EB4101'AND LEVEL WITH THE HIGHWAYS, 87.1 FEET (26.5 M) SOUTH SOUTHEAST OF
 EB4101'THE CENTER OF HIGHWAY 385, 78.2 FEET (23.8 M) NORTH OF THE CENTER OF
 EB4101'HIGHWAYS 401 AND 15, 5.5 FEET (1.7 M) WEST OF THE WEST END OF THE
 EB4101'BRICK CHURCH SIGN, 74.5 FEET (22.7 M) EAST OF THE CENTER OF THE
 EB4101'CROSSOVER ROAD, 119.8 FEET (36.5 M) SOUTHWEST OF A POWER POLE NUMBER
 EB4101'35. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4100 ***********************************************************************
 EB4100  DESIGNATION -  35 016
 EB4100  PID         -  EB4100
 EB4100  STATE/COUNTY-  SC/MARLBORO
 EB4100  USGS QUAD   -  BENNETTSVILLE SOUTH (1972)
 EB4100
 EB4100                         *CURRENT SURVEY CONTROL
 EB4100  ___________________________________________________________________
 EB4100* NAD 83(1986)-  34 36 36.     (N)    079 42 22.     (W)     SCALED    
 EB4100* NAVD 88     -        43.533  (meters)     142.82   (feet)  ADJUSTED  
 EB4100  ___________________________________________________________________
 EB4100  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EB4100  DYNAMIC HT  -          43.493 (meters)     142.69  (feet)  COMP
 EB4100  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 EB4100
 EB4100  VERT ORDER  -  FIRST     CLASS II
 EB4100
 EB4100.The horizontal coordinates were scaled from a topographic map and have
 EB4100.an estimated accuracy of +/- 6 seconds.
 EB4100
 EB4100.The orthometric height was determined by differential leveling
 EB4100.and adjusted by the National Geodetic Survey in June 1994..
 EB4100
 EB4100.The geoid height was determined by GEOID03.
 EB4100
 EB4100.The dynamic height is computed by dividing the NAVD 88
 EB4100.geopotential number by the normal gravity value computed on the
 EB4100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4100.degrees latitude (g = 980.6199 gals.).
 EB4100
 EB4100.The modeled gravity was interpolated from observed gravity values.
 EB4100
 EB4100;                    North         East    Units  Estimated Accuracy
 EB4100;SPC SC       -   308,670.      728,260.      MT  (+/- 180 meters Scaled)
 EB4100
 EB4100                          SUPERSEDED SURVEY CONTROL
 EB4100
 EB4100.No superseded survey control is available for this station.
 EB4100
 EB4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU186305(NAD 83)
 EB4100_MARKER: DD = SURVEY DISK
 EB4100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4100_SP_SET: CONCRETE POST
 EB4100_STAMPING: 35 016 1993
 EB4100_MARK LOGO: SCGS  
 EB4100_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4100+STABILITY: SURFACE MOTION
 EB4100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4100+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 EB4100
 EB4100  HISTORY     - Date     Condition        Report By
 EB4100  HISTORY     - 1993     MONUMENTED       SCGS
 EB4100  HISTORY     - 20051227 GOOD             FRELAN
 EB4100
 EB4100                          STATION DESCRIPTION
 EB4100
 EB4100'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4100'STATION IS LOCATED 1.6 MILES (2.6 KM) WEST SOUTHWEST OF BENNETTSVILLE.
 EB4100'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4100'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4100'JUNCTION OF STATE HIGHWAY 385 (WEST MAIN STREET) AND U.S. HIGHWAYS 15
 EB4100'AND 401, 2.1 MILES (3.4 KM) WEST SOUTHWEST OF BENNETTSVILLE, GO EAST
 EB4100'NORTHEAST ON HIGHWAY 385 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF
 EB4100'STATE ROAD 734 AND THE STATION NEAR A BRICK SIGN BOX FOR THE GREATER
 EB4100'SAINT LUKE PENTECOSTAL HOLINESS CHURCH IN THE SOUTHWEST ANGLE OF THE
 EB4100'JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EB4100'WITH THE HIGHWAY, 2.4 FEET (0.7 M) EAST OF THE NORTHEAST CORNER OF
 EB4100'THE BRICK SIGN BOX, 2.5 FEET (0.8 M) SOUTH SOUTHEAST OF THE SOUTH
 EB4100'EDGE OF THE SIDEWALK OF THE HIGHWAY, 28.3 FEET (8.6 M) SOUTHWEST OF A
 EB4100'POWER POLE NUMBER 20 WITH TWO TRANSFORMERS AND A SECURITY LIGHT, 31.6
 EB4100'FEET (9.6 M) WEST SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK COLUMN
 EB4100'AT A COVERED ENTRANCE ON THE WEST SIDE OF THE CHURCH, 99.5 FEET
 EB4100'(30.3 M) WEST SOUTHWEST OF THE CENTER OF ROAD 734, 28.6 FEET (8.7 M)
 EB4100'SOUTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
 EB4100
 EB4100                          STATION RECOVERY (2005)
 EB4100
 EB4100'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 EB4100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4099 ***********************************************************************
 EB4099  DESIGNATION -  35 017
 EB4099  PID         -  EB4099
 EB4099  STATE/COUNTY-  SC/MARLBORO
 EB4099  USGS QUAD   -  BENNETTSVILLE SOUTH (1972)
 EB4099
 EB4099                         *CURRENT SURVEY CONTROL
 EB4099  ___________________________________________________________________
 EB4099* NAD 83(1986)-  34 36 37.     (N)    079 41 47.     (W)     SCALED    
 EB4099* NAVD 88     -        44.894  (meters)     147.29   (feet)  ADJUSTED  
 EB4099  ___________________________________________________________________
 EB4099  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EB4099  DYNAMIC HT  -          44.852 (meters)     147.15  (feet)  COMP
 EB4099  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 EB4099
 EB4099  VERT ORDER  -  FIRST     CLASS II
 EB4099
 EB4099.The horizontal coordinates were scaled from a topographic map and have
 EB4099.an estimated accuracy of +/- 6 seconds.
 EB4099
 EB4099.The orthometric height was determined by differential leveling
 EB4099.and adjusted by the National Geodetic Survey in June 1994..
 EB4099
 EB4099.The geoid height was determined by GEOID03.
 EB4099
 EB4099.The dynamic height is computed by dividing the NAVD 88
 EB4099.geopotential number by the normal gravity value computed on the
 EB4099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4099.degrees latitude (g = 980.6199 gals.).
 EB4099
 EB4099.The modeled gravity was interpolated from observed gravity values.
 EB4099
 EB4099;                    North         East    Units  Estimated Accuracy
 EB4099;SPC SC       -   308,720.      729,150.      MT  (+/- 180 meters Scaled)
 EB4099
 EB4099                          SUPERSEDED SURVEY CONTROL
 EB4099
 EB4099.No superseded survey control is available for this station.
 EB4099
 EB4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU195305(NAD 83)
 EB4099_MARKER: DD = SURVEY DISK
 EB4099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4099_SP_SET: CONCRETE POST
 EB4099_STAMPING: 35 017 1993
 EB4099_MARK LOGO: SCGS  
 EB4099_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4099+STABILITY: SURFACE MOTION
 EB4099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4099+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4099
 EB4099  HISTORY     - Date     Condition        Report By
 EB4099  HISTORY     - 1993     MONUMENTED       SCGS
 EB4099
 EB4099                          STATION DESCRIPTION
 EB4099
 EB4099'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4099'STATION IS LOCATED IN BENNETTSVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4099'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4099'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EB4099'HIGHWAYS 9, 38 (EDWARD COTTINGHAM BOULEVARD) AND 385 (WEST MAIN
 EB4099'STREET) IN BENNETTSVILLE, GO SOUTH SOUTHEAST ON HIGHWAY 9 AND 38 FOR
 EB4099'0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 151 (RED BUD STREET)
 EB4099'AND THE STATION NEAR THE WEST END OF A BRICK SIGN FOR THE CALVARY
 EB4099'BAPTIST CHURCH IN THE NORTHEAST ANGLE OF THE JUNCTION. STATION IS A
 EB4099'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 59.3
 EB4099'FEET (18.1 M) WEST OF THE WEST END OF A 1.0-FOOT CONCRETE PIPE
 EB4099'CULVERT BENEATH THE DRIVEWAY, 37.5 FEET (11.4 M) WEST NORTHWEST OF
 EB4099'THE NORTH END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 151,
 EB4099'2.3 FEET (0.7 M) WEST OF THE SOUTHWEST CORNER OF THE BRICK SIGN BASE,
 EB4099'23.2 FEET (7.1 M) EAST NORTHEAST OF THE EAST EDGE OF THE SIDEWALK OF
 EB4099'THE HIGHWAY, 45.6 FEET (13.9 M) NORTH NORTHWEST OF THE CENTER OF ROAD
 EB4099'151, 48.6 FEET (14.8 M) SOUTHEAST OF THE CENTER OF A METAL DRAIN
 EB4099'GRATE ON THE EAST SIDE OF THE HIGHWAYS, 142.6 FEET (43.5 M) SOUTHWEST
 EB4099'OF THE SOUTHWEST CORNER OF THE CHURCH. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4097 ***********************************************************************
 EB4097  DESIGNATION -  35 018
 EB4097  PID         -  EB4097
 EB4097  STATE/COUNTY-  SC/MARLBORO
 EB4097  USGS QUAD   -  BENNETTSVILLE SOUTH (1972)
 EB4097
 EB4097                         *CURRENT SURVEY CONTROL
 EB4097  ___________________________________________________________________
 EB4097* NAD 83(1986)-  34 36 29.     (N)    079 40 47.     (W)     SCALED    
 EB4097* NAVD 88     -        46.765  (meters)     153.43   (feet)  ADJUSTED  
 EB4097  ___________________________________________________________________
 EB4097  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EB4097  DYNAMIC HT  -          46.721 (meters)     153.28  (feet)  COMP
 EB4097  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 EB4097
 EB4097  VERT ORDER  -  FIRST     CLASS II
 EB4097
 EB4097.The horizontal coordinates were scaled from a topographic map and have
 EB4097.an estimated accuracy of +/- 6 seconds.
 EB4097
 EB4097.The orthometric height was determined by differential leveling
 EB4097.and adjusted by the National Geodetic Survey in June 1994..
 EB4097
 EB4097.The geoid height was determined by GEOID03.
 EB4097
 EB4097.The dynamic height is computed by dividing the NAVD 88
 EB4097.geopotential number by the normal gravity value computed on the
 EB4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4097.degrees latitude (g = 980.6199 gals.).
 EB4097
 EB4097.The modeled gravity was interpolated from observed gravity values.
 EB4097
 EB4097;                    North         East    Units  Estimated Accuracy
 EB4097;SPC SC       -   308,490.      730,690.      MT  (+/- 180 meters Scaled)
 EB4097
 EB4097                          SUPERSEDED SURVEY CONTROL
 EB4097
 EB4097.No superseded survey control is available for this station.
 EB4097
 EB4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU210303(NAD 83)
 EB4097_MARKER: DD = SURVEY DISK
 EB4097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4097_SP_SET: CONCRETE POST
 EB4097_STAMPING: 35 018 1993
 EB4097_MARK LOGO: SCGS  
 EB4097_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4097+STABILITY: SURFACE MOTION
 EB4097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4097+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4097
 EB4097  HISTORY     - Date     Condition        Report By
 EB4097  HISTORY     - 1993     MONUMENTED       SCGS
 EB4097
 EB4097                          STATION DESCRIPTION
 EB4097
 EB4097'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4097'STATION IS LOCATED NEAR THE MCDONALDS RESTAURANT FLAG POLE IN THE
 EB4097'SOUTH ANGLE OF THE JUNCTION OF STATE HIGHWAYS 9 AND 38 (BROAD STREET)
 EB4097'AND U.S. HIGHWAYS 15 AND 401 BYPASS, 0.5 MILE (0.8 KM) SOUTH SOUTHEAST
 EB4097'OF BENNETTSVILLE. OWNERSHIP--MCDONALDS, BROAD STREET AT HIGHWAY
 EB4097'15-401 BYPASS, BENNETTSVILLE, SC 29512, PHONE 803-479-8399. STATION
 EB4097'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE U.S.
 EB4097'HIGHWAYS, 76.0 FEET (23.2 M) SOUTH OF A FIRE HYDRANT, 94.0 FEET
 EB4097'(28.7 M) SOUTH SOUTHEAST OF THE CENTER OF HIGHWAYS 15, 401 AND 9, 3.0
 EB4097'FEET (0.9 M) NORTH NORTHWEST OF THE FLAG POLE, 45.8 FEET (14.0 M)
 EB4097'NORTHWEST OF THE NORTHEAST CORNER OF THE MCDONALDS BUILDING, 1.4 FEET
 EB4097'(0.4 M) WEST SOUTHWEST OF THE WEST EDGE OF A STONE AND CONCRETE
 EB4097'SIDEWALK LEADING TO THE BUILDING, 2.2 FEET (0.7 M) SOUTH SOUTHEAST OF
 EB4097'THE SOUTH EDGE OF A CONCRETE CURB IN THE PARKING AREA. DESCRIBED BY
 EB4097'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4095 ***********************************************************************
 EB4095  DESIGNATION -  35 020
 EB4095  PID         -  EB4095
 EB4095  STATE/COUNTY-  SC/MARLBORO
 EB4095  USGS QUAD   -  BENNETTSVILLE SOUTH (1972)
 EB4095
 EB4095                         *CURRENT SURVEY CONTROL
 EB4095  ___________________________________________________________________
 EB4095* NAD 83(1986)-  34 36 57.     (N)    079 39 49.     (W)     SCALED    
 EB4095* NAVD 88     -        46.631  (meters)     152.99   (feet)  ADJUSTED  
 EB4095  ___________________________________________________________________
 EB4095  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EB4095  DYNAMIC HT  -          46.588 (meters)     152.85  (feet)  COMP
 EB4095  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 EB4095
 EB4095  VERT ORDER  -  FIRST     CLASS II
 EB4095
 EB4095.The horizontal coordinates were scaled from a topographic map and have
 EB4095.an estimated accuracy of +/- 6 seconds.
 EB4095
 EB4095.The orthometric height was determined by differential leveling
 EB4095.and adjusted by the National Geodetic Survey in June 1994..
 EB4095
 EB4095.The geoid height was determined by GEOID03.
 EB4095
 EB4095.The dynamic height is computed by dividing the NAVD 88
 EB4095.geopotential number by the normal gravity value computed on the
 EB4095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4095.degrees latitude (g = 980.6199 gals.).
 EB4095
 EB4095.The modeled gravity was interpolated from observed gravity values.
 EB4095
 EB4095;                    North         East    Units  Estimated Accuracy
 EB4095;SPC SC       -   309,370.      732,150.      MT  (+/- 180 meters Scaled)
 EB4095
 EB4095                          SUPERSEDED SURVEY CONTROL
 EB4095
 EB4095.No superseded survey control is available for this station.
 EB4095
 EB4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU225312(NAD 83)
 EB4095_MARKER: DD = SURVEY DISK
 EB4095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4095_SP_SET: CONCRETE POST
 EB4095_STAMPING: 35 020 1993
 EB4095_MARK LOGO: SCGS  
 EB4095_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4095+STABILITY: SURFACE MOTION
 EB4095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4095+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4095
 EB4095  HISTORY     - Date     Condition        Report By
 EB4095  HISTORY     - 1993     MONUMENTED       SCGS
 EB4095
 EB4095                          STATION DESCRIPTION
 EB4095
 EB4095'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4095'STATION IS LOCATED NEAR A METAL BLUE STAR MEMORIAL HIGHWAY PLAQUE IN A
 EB4095'PLANTED AREA IN THE NORTH ANGLE OF THE JUNCTION OF U.S. HIGHWAYS 15,
 EB4095'401 BYPASS, STATE HIGHWAY 9 AND TYSON AVENUE, 1.2 MILES (1.9 KM) EAST
 EB4095'OF BENNETTSVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 EB4095'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A
 EB4095'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAYS, 77.0
 EB4095'FEET (23.5 M) NORTH NORTHEAST OF THE CENTER OF TYSON AVENUE, 133.5
 EB4095'FEET (40.7 M) NORTH NORTHWEST OF THE CENTER OF HIGHWAYS 15 AND 401,
 EB4095'25.6 FEET (7.8 M) NORTH NORTHEAST OF THE PLAQUE POST, 57.0 FEET
 EB4095'(17.4 M) SOUTH OF THE CENTER OF A CUT-OVER ROAD FROM HIGHWAYS 15 AND
 EB4095'401 TO TYSON AVENUE, 93.3 FEET (28.4 M) NORTH NORTHWEST OF A POWER
 EB4095'POLE NUMBER 36 WITH FIVE GUY WIRES, 2.6 FEET (0.8 M) SOUTH SOUTHWEST
 EB4095'OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4094 ***********************************************************************
 EB4094  DESIGNATION -  35 021
 EB4094  PID         -  EB4094
 EB4094  STATE/COUNTY-  SC/MARLBORO
 EB4094  USGS QUAD   -  BENNETTSVILLE SOUTH (1972)
 EB4094
 EB4094                         *CURRENT SURVEY CONTROL
 EB4094  ___________________________________________________________________
 EB4094* NAD 83(1986)-  34 37 23.     (N)    079 38 43.     (W)     SCALED    
 EB4094* NAVD 88     -        50.530  (meters)     165.78   (feet)  ADJUSTED  
 EB4094  ___________________________________________________________________
 EB4094  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EB4094  DYNAMIC HT  -          50.483 (meters)     165.63  (feet)  COMP
 EB4094  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 EB4094
 EB4094  VERT ORDER  -  FIRST     CLASS II
 EB4094
 EB4094.The horizontal coordinates were scaled from a topographic map and have
 EB4094.an estimated accuracy of +/- 6 seconds.
 EB4094
 EB4094.The orthometric height was determined by differential leveling
 EB4094.and adjusted by the National Geodetic Survey in June 1994..
 EB4094
 EB4094.The geoid height was determined by GEOID03.
 EB4094
 EB4094.The dynamic height is computed by dividing the NAVD 88
 EB4094.geopotential number by the normal gravity value computed on the
 EB4094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4094.degrees latitude (g = 980.6199 gals.).
 EB4094
 EB4094.The modeled gravity was interpolated from observed gravity values.
 EB4094
 EB4094;                    North         East    Units  Estimated Accuracy
 EB4094;SPC SC       -   310,190.      733,820.      MT  (+/- 180 meters Scaled)
 EB4094
 EB4094                          SUPERSEDED SURVEY CONTROL
 EB4094
 EB4094.No superseded survey control is available for this station.
 EB4094
 EB4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU241320(NAD 83)
 EB4094_MARKER: DD = SURVEY DISK
 EB4094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4094_SP_SET: CONCRETE POST
 EB4094_STAMPING: 35 021 1993
 EB4094_MARK LOGO: SCGS  
 EB4094_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4094+STABILITY: SURFACE MOTION
 EB4094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4094+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4094
 EB4094  HISTORY     - Date     Condition        Report By
 EB4094  HISTORY     - 1993     MONUMENTED       SCGS
 EB4094
 EB4094                          STATION DESCRIPTION
 EB4094
 EB4094'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4094'STATION IS LOCATED 2.2 MILES (3.5 KM) EAST OF BENNETTSVILLE.
 EB4094'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4094'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4094'JUNCTION OF U.S. HIGHWAYS 15, 401 BYPASS, STATE HIGHWAY 9 AND TYSON
 EB4094'AVENUE, 1.2 MILES (1.9 KM) EAST OF BENNETTSVILLE, GO NORTHEAST ON
 EB4094'HIGHWAYS 15 AND 401 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE
 EB4094'ROAD 356 (COVINGTONS MILL POND ROAD) RIGHT, CONTINUE ON HIGHWAYS 15
 EB4094'AND 401 FOR 0.05 MILE (0.08 KM) TO AN ENTRANCE DRIVEWAY LEFT TO A
 EB4094'USED CAR LOT AND A WOODEN HOUSE AND THE STATION NEAR A WOODEN FENCE
 EB4094'LINE AND A CHAIN LINK FENCE CORNER IN THE NORTH ANGLE OF THE
 EB4094'DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EB4094'WITH THE HIGHWAYS, 56.4 FEET (17.2 M) NORTH OF THE CENTER OF THE
 EB4094'HIGHWAY, 31.2 FEET (9.5 M) NORTH OF THE EAST END OF A 1.5-FOOT
 EB4094'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 10.3 FEET (3.1 M) NORTH
 EB4094'OF THE SOUTHEAST CHAIN LINK FENCE CORNER POST, 62.9 FEET (19.2 M)
 EB4094'SOUTH OF A SECURITY LIGHT POLE WITH GUY WIRE, 2.4 FEET (0.7 M) EAST OF
 EB4094'THE CHAIN LINK FENCE LINE, 3.2 FEET (1.0 M) SOUTH OF A WITNESS POST.
 EB4094'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4093 ***********************************************************************
 EB4093  DESIGNATION -  35 122
 EB4093  PID         -  EB4093
 EB4093  STATE/COUNTY-  SC/MARLBORO
 EB4093  USGS QUAD   -  CLIO (1972)
 EB4093
 EB4093                         *CURRENT SURVEY CONTROL
 EB4093  ___________________________________________________________________
 EB4093* NAD 83(1986)-  34 37 20.     (N)    079 36 54.     (W)     SCALED    
 EB4093* NAVD 88     -        53.789  (meters)     176.47   (feet)  ADJUSTED  
 EB4093  ___________________________________________________________________
 EB4093  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EB4093  DYNAMIC HT  -          53.739 (meters)     176.31  (feet)  COMP
 EB4093  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 EB4093
 EB4093  VERT ORDER  -  FIRST     CLASS II
 EB4093
 EB4093.The horizontal coordinates were scaled from a topographic map and have
 EB4093.an estimated accuracy of +/- 6 seconds.
 EB4093
 EB4093.The orthometric height was determined by differential leveling
 EB4093.and adjusted by the National Geodetic Survey in June 1994..
 EB4093
 EB4093.The geoid height was determined by GEOID03.
 EB4093
 EB4093.The dynamic height is computed by dividing the NAVD 88
 EB4093.geopotential number by the normal gravity value computed on the
 EB4093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4093.degrees latitude (g = 980.6199 gals.).
 EB4093
 EB4093.The modeled gravity was interpolated from observed gravity values.
 EB4093
 EB4093;                    North         East    Units  Estimated Accuracy
 EB4093;SPC SC       -   310,140.      736,600.      MT  (+/- 180 meters Scaled)
 EB4093
 EB4093                          SUPERSEDED SURVEY CONTROL
 EB4093
 EB4093.No superseded survey control is available for this station.
 EB4093
 EB4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU269320(NAD 83)
 EB4093_MARKER: DD = SURVEY DISK
 EB4093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4093_SP_SET: CONCRETE POST
 EB4093_STAMPING: 35 122 1993
 EB4093_MARK LOGO: SCGS  
 EB4093_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4093+STABILITY: SURFACE MOTION
 EB4093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4093+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4093
 EB4093  HISTORY     - Date     Condition        Report By
 EB4093  HISTORY     - 1993     MONUMENTED       SCGS
 EB4093
 EB4093                          STATION DESCRIPTION
 EB4093
 EB4093'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4093'STATION IS LOCATED 2.2 MILES (3.5 KM) SOUTHWEST OF TATUM, 3.9 MILES
 EB4093'(6.3 KM) EAST OF BENNETTSVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4093'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4093'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4093'15, 401, STATE HIGHWAY 9 AND TYSON AVENUE, 1.2 MILES (1.9 KM) EAST OF
 EB4093'BENNETTSVILLE, GO EAST ON HIGHWAYS 15 AND 401 FOR 2.75 MILES
 EB4093'(4.43 KM) TO THE JUNCTION OF STATE ROAD 272 (HINSON FARM ROAD),
 EB4093'CONTINUE ON HIGHWAYS 15 AND 401 FOR 0.2 MILE (0.3 KM) TO A DRIVEWAY
 EB4093'RIGHT LEADING TO A WOODEN FARM HOUSE NUMBER 1540 AND THE STATION IN
 EB4093'THE SOUTHEAST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH
 EB4093'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 75.2 FEET (22.9 M) NORTH
 EB4093'OF A POWER POLE WITH GUY WIRE, 35.6 FEET (10.9 M) SOUTH OF THE CENTER
 EB4093'OF THE HIGHWAY, 5.0 FEET (1.5 M) SOUTH OF A POWER POLE WITH A
 EB4093'TRANSFORMER, 8.2 FEET (2.5 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION
 EB4093'BOX NUMBER 93, 32.3 FEET (9.8 M) EAST OF THE CENTER OF THE DRIVEWAY,
 EB4093'79.8 FEET (24.3 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE
 EB4093'HOUSE, 5.5 FEET (1.7 M) SOUTH OF A WITNESS POST. DESCRIBED BY T.
 EB4093'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4092 ***********************************************************************
 EB4092  DESIGNATION -  35 123
 EB4092  PID         -  EB4092
 EB4092  STATE/COUNTY-  SC/MARLBORO
 EB4092  USGS QUAD   -  MC COLL (1982)
 EB4092
 EB4092                         *CURRENT SURVEY CONTROL
 EB4092  ___________________________________________________________________
 EB4092* NAD 83(1986)-  34 37 46.     (N)    079 36 03.     (W)     SCALED    
 EB4092* NAVD 88     -        61.071  (meters)     200.36   (feet)  ADJUSTED  
 EB4092  ___________________________________________________________________
 EB4092  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EB4092  DYNAMIC HT  -          61.014 (meters)     200.18  (feet)  COMP
 EB4092  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 EB4092
 EB4092  VERT ORDER  -  FIRST     CLASS II
 EB4092
 EB4092.The horizontal coordinates were scaled from a topographic map and have
 EB4092.an estimated accuracy of +/- 6 seconds.
 EB4092
 EB4092.The orthometric height was determined by differential leveling
 EB4092.and adjusted by the National Geodetic Survey in June 1994..
 EB4092
 EB4092.The geoid height was determined by GEOID03.
 EB4092
 EB4092.The dynamic height is computed by dividing the NAVD 88
 EB4092.geopotential number by the normal gravity value computed on the
 EB4092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4092.degrees latitude (g = 980.6199 gals.).
 EB4092
 EB4092.The modeled gravity was interpolated from observed gravity values.
 EB4092
 EB4092;                    North         East    Units  Estimated Accuracy
 EB4092;SPC SC       -   310,960.      737,890.      MT  (+/- 180 meters Scaled)
 EB4092
 EB4092                          SUPERSEDED SURVEY CONTROL
 EB4092
 EB4092.No superseded survey control is available for this station.
 EB4092
 EB4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU282328(NAD 83)
 EB4092_MARKER: DD = SURVEY DISK
 EB4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4092_SP_SET: CONCRETE POST
 EB4092_STAMPING: 35 123 1993
 EB4092_MARK LOGO: SCGS  
 EB4092_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4092+STABILITY: SURFACE MOTION
 EB4092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4092+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4092
 EB4092  HISTORY     - Date     Condition        Report By
 EB4092  HISTORY     - 1993     MONUMENTED       SCGS
 EB4092
 EB4092                          STATION DESCRIPTION
 EB4092
 EB4092'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4092'STATION IS LOCATED 1.2 MILES (1.9 KM) SOUTHWEST OF TATUM, 4.8 MILES
 EB4092'(7.7 KM) EAST NORTHEAST OF BENNETTSVILLE. OWNERSHIP--RANDY SHEPPARD,
 EB4092'PHONE 803-479-6043. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EB4092'HIGHWAYS 15, 401 AND STATE HIGHWAY 381 IN MCCOLL, GO SOUTHWEST ON
 EB4092'HIGHWAYS 15 AND 401 FOR 2.8 MILES (4.5 KM) TO THE JUNCTION OF STATE
 EB4092'ROAD 22 (STANTON STREET) RIGHT AND MAIN STREET-TATUM HIGHWAY LEFT,
 EB4092'CONTINUE ON HIGHWAYS 15 AND 401 FOR 1.3 MILES (2.1 KM) TO A DRIVEWAY
 EB4092'LEFT LEADING TO A WOODEN HOUSE AND THE STATION NEAR THE EASTERN ONE
 EB4092'OF TWO BRICK ENTRANCE MARKERS IN THE EAST ANGLE OF THE DRIVEWAY.
 EB4092'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 EB4092'(0.3 M) BELOW THE HIGHWAY, 25.2 FEET (7.7 M) NORTHEAST OF THE TALL
 EB4092'WOODEN POST WITH A SIGN (SHEPPARDS SEPTIC TANK PUMPING) ATTACHED,
 EB4092'42.9 FEET (13.1 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2.4 FEET
 EB4092'(0.7 M) EAST OF THE EAST CORNER OF THE BRICK ENTRANCE MARKER, 16.8
 EB4092'FEET (5.1 M) SOUTHEAST OF THE NORTHEAST END OF A 2.5-FOOT CONCRETE
 EB4092'PIPE CULVERT BENEATH THE DRIVEWAY, 34.6 FEET (10.5 M) SOUTH SOUTHWEST
 EB4092'OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 10.5 FEET
 EB4092'(3.2 M) NORTHEAST OF THE CENTER OF THE DRIVEWAY. DESCRIBED BY T.
 EB4092'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4091 ***********************************************************************
 EB4091  DESIGNATION -  35 124
 EB4091  PID         -  EB4091
 EB4091  STATE/COUNTY-  SC/MARLBORO
 EB4091  USGS QUAD   -  MC COLL (1982)
 EB4091
 EB4091                         *CURRENT SURVEY CONTROL
 EB4091  ___________________________________________________________________
 EB4091* NAD 83(1986)-  34 38 56.     (N)    079 34 45.     (W)     SCALED    
 EB4091* NAVD 88     -        61.290  (meters)     201.08   (feet)  ADJUSTED  
 EB4091  ___________________________________________________________________
 EB4091  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EB4091  DYNAMIC HT  -          61.233 (meters)     200.90  (feet)  COMP
 EB4091  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 EB4091
 EB4091  VERT ORDER  -  FIRST     CLASS II
 EB4091
 EB4091.The horizontal coordinates were scaled from a topographic map and have
 EB4091.an estimated accuracy of +/- 6 seconds.
 EB4091
 EB4091.The orthometric height was determined by differential leveling
 EB4091.and adjusted by the National Geodetic Survey in June 1994..
 EB4091
 EB4091.The geoid height was determined by GEOID03.
 EB4091
 EB4091.The dynamic height is computed by dividing the NAVD 88
 EB4091.geopotential number by the normal gravity value computed on the
 EB4091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4091.degrees latitude (g = 980.6199 gals.).
 EB4091
 EB4091.The modeled gravity was interpolated from observed gravity values.
 EB4091
 EB4091;                    North         East    Units  Estimated Accuracy
 EB4091;SPC SC       -   313,140.      739,850.      MT  (+/- 180 meters Scaled)
 EB4091
 EB4091                          SUPERSEDED SURVEY CONTROL
 EB4091
 EB4091.No superseded survey control is available for this station.
 EB4091
 EB4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU302350(NAD 83)
 EB4091_MARKER: DD = SURVEY DISK
 EB4091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4091_SP_SET: CONCRETE POST
 EB4091_STAMPING: 35 124 1993
 EB4091_MARK LOGO: SCGS  
 EB4091_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4091+STABILITY: SURFACE MOTION
 EB4091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4091+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4091
 EB4091  HISTORY     - Date     Condition        Report By
 EB4091  HISTORY     - 1993     MONUMENTED       SCGS
 EB4091
 EB4091                          STATION DESCRIPTION
 EB4091
 EB4091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4091'STATION IS LOCATED 0.7 MILE (1.1 KM) NORTHEAST OF TATUM, 2.1 MILES
 EB4091'(3.4 KM) SOUTHWEST OF MCCOLL. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4091'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4091'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4091'15, 401 AND STATE HIGHWAY 381 IN MCCOLL, GO SOUTHWEST ON HIGHWAYS 15
 EB4091'AND 401 FOR 2.05 MILES (3.30 KM) TO THE JUNCTION OF STATE ROAD 28
 EB4091'(ADAMSVILLE ROAD), CONTINUE ON HIGHWAYS 15 AND 401 FOR 0.25 MILE
 EB4091'(0.40 KM) TO THE CENTER GRASSY DRIVEWAY LEFT TO A CEMETERY AND THE
 EB4091'STATION IN THE SOUTH ANGLE. STATION IS A CONCRETE POST FLUSH WITH THE
 EB4091'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 37.7 FEET (11.5 M)
 EB4091'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 30.4 FEET (9.3 M) NORTH OF THE
 EB4091'NORTHWEST CORNER OF THE BASE OF A TALL GRANITE CROSS-SHAPED HEADSTONE
 EB4091'INSCRIBED (STANTON), 9.2 FEET (2.8 M) SOUTHWEST OF THE CENTER OF THE
 EB4091'GRASSY ACCESS DRIVEWAY, 36.7 FEET (11.2 M) WEST OF THE NORTHWEST
 EB4091'CORNER OF THE BASE OF A OBLIQUE SHAPED HEADSTONE INSCRIBED (HAMER),
 EB4091'13.1 FEET (4.0 M) NORTH NORTHWEST OF THE NORTHEAST CORNER OF A SMALL
 EB4091'GRANITE HEADSTONE INSCRIBED (JUDITH P. STANTON), 2.7 FEET (0.8 M)
 EB4091'SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4090 ***********************************************************************
 EB4090  DESIGNATION -  35 125
 EB4090  PID         -  EB4090
 EB4090  STATE/COUNTY-  SC/MARLBORO
 EB4090  USGS QUAD   -  MC COLL (1982)
 EB4090
 EB4090                         *CURRENT SURVEY CONTROL
 EB4090  ___________________________________________________________________
 EB4090* NAD 83(1986)-  34 39 13.     (N)    079 33 59.     (W)     SCALED    
 EB4090* NAVD 88     -        58.846  (meters)     193.06   (feet)  ADJUSTED  
 EB4090  ___________________________________________________________________
 EB4090  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EB4090  DYNAMIC HT  -          58.791 (meters)     192.88  (feet)  COMP
 EB4090  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 EB4090
 EB4090  VERT ORDER  -  FIRST     CLASS II
 EB4090
 EB4090.The horizontal coordinates were scaled from a topographic map and have
 EB4090.an estimated accuracy of +/- 6 seconds.
 EB4090
 EB4090.The orthometric height was determined by differential leveling
 EB4090.and adjusted by the National Geodetic Survey in June 1994..
 EB4090
 EB4090.The geoid height was determined by GEOID03.
 EB4090
 EB4090.The dynamic height is computed by dividing the NAVD 88
 EB4090.geopotential number by the normal gravity value computed on the
 EB4090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4090.degrees latitude (g = 980.6199 gals.).
 EB4090
 EB4090.The modeled gravity was interpolated from observed gravity values.
 EB4090
 EB4090;                    North         East    Units  Estimated Accuracy
 EB4090;SPC SC       -   313,680.      741,010.      MT  (+/- 180 meters Scaled)
 EB4090
 EB4090                          SUPERSEDED SURVEY CONTROL
 EB4090
 EB4090.No superseded survey control is available for this station.
 EB4090
 EB4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU313355(NAD 83)
 EB4090_MARKER: DD = SURVEY DISK
 EB4090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4090_SP_SET: CONCRETE POST
 EB4090_STAMPING: 35 125 1993
 EB4090_MARK LOGO: SCGS  
 EB4090_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4090+STABILITY: SURFACE MOTION
 EB4090
 EB4090  HISTORY     - Date     Condition        Report By
 EB4090  HISTORY     - 1993     MONUMENTED       SCGS
 EB4090
 EB4090                          STATION DESCRIPTION
 EB4090
 EB4090'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4090'STATION IS LOCATED 1.3 MILES (2.1 KM) SOUTHWEST OF MCCOLL, 1.4 MILES
 EB4090'(2.3 KM) EAST NORTHEAST OF TATUM. OWNERSHIP--SCDHPT, DIRECTOR OF
 EB4090'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4090'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4090'15, 401 AND STATE HIGHWAY 381 IN MCCOLL, GO SOUTHWEST ON HIGHWAYS 15
 EB4090'AND 401 FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF STATE ROAD 338
 EB4090'(BRIAR PATCH ROAD), CONTINUE ON HIGHWAYS 15 AND 401 FOR 0.1 MILE
 EB4090'(0.2 KM) TO A DRIVEWAY LEFT LEADING BETWEEN TWO STONE ENTRANCE
 EB4090'MARKERS TO A LARGE TWO-STORY WOODEN HOUSE AND THE STATION NEAR A
 EB4090'WOODEN FENCE CORNER POST IN THE SOUTHWEST ANGLE OF THE DRIVEWAY.
 EB4090'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 EB4090'(0.6 M) BELOW THE HIGHWAY, 35.5 FEET (10.8 M) SOUTH SOUTHEAST OF THE
 EB4090'CENTER OF THE HIGHWAY, 16.0 FEET (4.9 M) SOUTHWEST OF THE SOUTHWEST
 EB4090'CORNER OF THE WEST ONE OF THE STONE ENTRANCE MARKERS, 8.7 FEET
 EB4090'(2.7 M) EAST OF THE FENCE CORNER POST, 31.0 FEET (9.4 M) WEST
 EB4090'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 9.0 FEET (2.7 M) EAST OF A
 EB4090'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4089 ***********************************************************************
 EB4089  DESIGNATION -  35 126
 EB4089  PID         -  EB4089
 EB4089  STATE/COUNTY-  SC/MARLBORO
 EB4089  USGS QUAD   -  MC COLL (1982)
 EB4089
 EB4089                         *CURRENT SURVEY CONTROL
 EB4089  ___________________________________________________________________
 EB4089* NAD 83(1986)-  34 39 45.     (N)    079 33 27.     (W)     SCALED    
 EB4089* NAVD 88     -        54.987  (meters)     180.40   (feet)  ADJUSTED  
 EB4089  ___________________________________________________________________
 EB4089  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 EB4089  DYNAMIC HT  -          54.936 (meters)     180.24  (feet)  COMP
 EB4089  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 EB4089
 EB4089  VERT ORDER  -  FIRST     CLASS II
 EB4089
 EB4089.The horizontal coordinates were scaled from a topographic map and have
 EB4089.an estimated accuracy of +/- 6 seconds.
 EB4089
 EB4089.The orthometric height was determined by differential leveling
 EB4089.and adjusted by the National Geodetic Survey in June 1994..
 EB4089
 EB4089.The geoid height was determined by GEOID03.
 EB4089
 EB4089.The dynamic height is computed by dividing the NAVD 88
 EB4089.geopotential number by the normal gravity value computed on the
 EB4089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4089.degrees latitude (g = 980.6199 gals.).
 EB4089
 EB4089.The modeled gravity was interpolated from observed gravity values.
 EB4089
 EB4089;                    North         East    Units  Estimated Accuracy
 EB4089;SPC SC       -   314,680.      741,810.      MT  (+/- 180 meters Scaled)
 EB4089
 EB4089                          SUPERSEDED SURVEY CONTROL
 EB4089
 EB4089.No superseded survey control is available for this station.
 EB4089
 EB4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU321365(NAD 83)
 EB4089_MARKER: DD = SURVEY DISK
 EB4089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB4089_SP_SET: CONCRETE POST
 EB4089_STAMPING: 35 126 1993
 EB4089_MARK LOGO: SCGS  
 EB4089_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB4089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4089+STABILITY: SURFACE MOTION
 EB4089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB4089+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EB4089
 EB4089  HISTORY     - Date     Condition        Report By
 EB4089  HISTORY     - 1993     MONUMENTED       SCGS
 EB4089
 EB4089                          STATION DESCRIPTION
 EB4089
 EB4089'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4089'STATION IS LOCATED 0.7 MILE (1.1 KM) SOUTHWEST OF MCCOLL.
 EB4089'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4089'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4089'JUNCTION OF U.S. HIGHWAYS 15, 401 AND STATE HIGHWAY 381 IN MCCOLL, GO
 EB4089'SOUTHWEST ON HIGHWAYS 15 AND 401 FOR 0.7 MILE (1.1 KM) TO AN ENTRANCE
 EB4089'DRIVEWAY LEFT BETWEEN TWO LARGE BRICK ENTRANCE MARKERS TO A CEMETERY
 EB4089'AND THE STATION IN THE EAST ANGLE OF THE DRIVEWAY, 0.1 MILE (0.2 KM)
 EB4089'NORTHWEST OF STATE ROAD 67 (GIBBONS AVENUE). STATION IS A CONCRETE
 EB4089'POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY,
 EB4089'35.2 FEET (10.7 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2.4 FEET
 EB4089'(0.7 M) NORTHEAST OF THE NORTH CORNER OF THE NORTHEAST MOST BRICK
 EB4089'MARKER, 3.5 FEET (1.1 M) NORTH OF THE EAST CORNER OF THE NORTHEAST
 EB4089'MOST BRICK MARKER, 41.8 FEET (12.7 M) NORTHWEST OF THE NORTH CORNER
 EB4089'OF A LARGE GRANITE HEADSTONE INSCRIBED FLETCHER, 28.1 FEET (8.6 M)
 EB4089'WEST OF THE SOUTH CORNER OF A LARGE STONE HEADSTONE INSCRIBED PARKER.
 EB4089'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1792 ***********************************************************************
 DD1792  DESIGNATION -  35 33 MEA
 DD1792  PID         -  DD1792
 DD1792  STATE/COUNTY-  SC/MARION
 DD1792  USGS QUAD   -  BRITTONS NECK (1990)
 DD1792
 DD1792                         *CURRENT SURVEY CONTROL
 DD1792  ___________________________________________________________________
 DD1792* NAD 83(1986)-  33 59 41.     (N)    079 20 42.     (W)     SCALED    
 DD1792* NAVD 88     -        10.518  (meters)      34.51   (feet)  ADJUSTED  
 DD1792  ___________________________________________________________________
 DD1792  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DD1792  DYNAMIC HT  -          10.507 (meters)      34.47  (feet)  COMP
 DD1792  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 DD1792
 DD1792  VERT ORDER  -  FIRST     CLASS II
 DD1792
 DD1792.The horizontal coordinates were scaled from a topographic map and have
 DD1792.an estimated accuracy of +/- 6 seconds.
 DD1792
 DD1792.The orthometric height was determined by differential leveling
 DD1792.and adjusted by the National Geodetic Survey in June 1991..
 DD1792
 DD1792.The geoid height was determined by GEOID03.
 DD1792
 DD1792.The dynamic height is computed by dividing the NAVD 88
 DD1792.geopotential number by the normal gravity value computed on the
 DD1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1792.degrees latitude (g = 980.6199 gals.).
 DD1792
 DD1792.The modeled gravity was interpolated from observed gravity values.
 DD1792
 DD1792;                    North         East    Units  Estimated Accuracy
 DD1792;SPC SC       -   240,910.      762,470.      MT  (+/- 180 meters Scaled)
 DD1792
 DD1792                          SUPERSEDED SURVEY CONTROL
 DD1792
 DD1792  NGVD 29 (03/21/89)   10.825  (m)           35.52   (f) ADJUSTED    1 2
 DD1792
 DD1792.Superseded values are not recommended for survey control.
 DD1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1792.See file dsdata.txt to determine how the superseded data were derived.
 DD1792
 DD1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT528628(NAD 83)
 DD1792_MARKER: DD = SURVEY DISK
 DD1792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1792_SP_SET: CURB OF BRIDGE
 DD1792_STAMPING: 35 33 MEA 1984
 DD1792_MARK LOGO: USGS  
 DD1792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1792+STABILITY: SURFACE MOTION
 DD1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1792+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2001
 DD1792
 DD1792  HISTORY     - Date     Condition        Report By
 DD1792  HISTORY     - 1984     MONUMENTED       USGS
 DD1792  HISTORY     - 1986     GOOD             SCGS
 DD1792  HISTORY     - 20011029 GOOD             SCGS
 DD1792
 DD1792                          STATION DESCRIPTION
 DD1792
 DD1792'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1792'23.9 KM (14.85 MI) SSW FROM MULLINS.
 DD1792'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 41 (SOUTH MAIN STREET)
 DD1792'FROM THE JUNCTION OF U.S. HIGHWAY 76 (EAST MCINTYRE STREET) AND STATE
 DD1792'HIGHWAY 917 IN MULLINS TO THE JUNCTION OF STATE HIGHWAY 41 ALTERNATE,
 DD1792'CONTINUE 2.75 KM (1.7 MI) SOUTHERLY ALONG HIGHWAY 41, SET IN THE CURB
 DD1792'AT THE SOUTH SOUTHEAST CORNER OF THE BRIDGE (WITHOUT GUARDRAILS) OVER
 DD1792'CYPRESS CREEK, 7.45 METERS (24.4 FT) EAST SOUTHEAST OF THE CENTER OF
 DD1792'THE HIGHWAY, 0.42 METER (1.4 FT) NORTH NORTHEAST OF THE END OF THE
 DD1792'CURB.
 DD1792'THE MARK IS 0.84 METERS  NE FROM  A WITNESS POST
 DD1792'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD1792
 DD1792                          STATION RECOVERY (2001)
 DD1792
 DD1792'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1792'STATION IS LOCATED 8.3 MILES (13.4 KM) WEST OF AYNOR, 13.8 MILES (22.2
 DD1792'KM) SOUTH SOUTHEAST OF MARION.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1792'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1792'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD1792'HIGHWAYS 41 AND 41 ALTERNATE IN THE COMMUNITY OF CENTENARY, 8.55 MILES
 DD1792'(13.76 KM) WEST OF AYNOR, GO SOUTH ON HIGHWAY 41 FOR 1.65 MILES (2.66
 DD1792'KM) TO THE STATION ON THE LEFT IN THE SOUTH CORNER OF THE CONCRETE
 DD1792'CURBING OF A QUADRUPLE 8-FOOT BOX CULVERT BENEATH THE ROAD. STATION IS
 DD1792'A DISK SET IN A DRILL HOLE IN THE CURB AND 0.5 FOOT (15.2 CM) BELOW
 DD1792'THE HIGHWAY, 33.6 FEET (10.2 M) NORTH OF A POWER POLE XBS99/217/1, 1.4
 DD1792'FEET (0.4 M) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHWEST CURBING
 DD1792'OF THE BRIDGE, 24.5 FEET (7.5 M) EAST SOUTHEAST OF THE CENTER OF THE
 DD1792'HIGHWAY, 5.4 FEET (1.6 M) NORTH OF A FIBERGLASS UNDERGROUND CABLE
 DD1792'WARNING POST, 2.5 FEET (0.8 M) NORTH OF A WITNESS POST.  NOTE-STATION
 DD1792'IS NOT ACCESSIBLE DUE TO A METAL PLATE RIVETED OVER THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2333 ***********************************************************************
 ED2333  DESIGNATION -  35 P 2
 ED2333  PID         -  ED2333
 ED2333  STATE/COUNTY-  SC/ANDERSON
 ED2333  USGS QUAD   -  HONEA PATH (1970)
 ED2333
 ED2333                         *CURRENT SURVEY CONTROL
 ED2333  ___________________________________________________________________
 ED2333* NAD 83(2001)-  34 26 11.27639(N)    082 28 59.16814(W)     ADJUSTED  
 ED2333* NAVD 88     -       246.9    (meters)     810.     (feet)  GPS OBS   
 ED2333  ___________________________________________________________________
 ED2333  X           -     688,918.234 (meters)                     COMP
 ED2333  Y           -  -5,220,954.619 (meters)                     COMP
 ED2333  Z           -   3,586,603.839 (meters)                     COMP
 ED2333  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ED2333  ELLIP HEIGHT-         216.60  (meters)          (03/13/03) GPS OBS
 ED2333  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 ED2333
 ED2333  HORZ ORDER  -  FIRST
 ED2333  ELLP ORDER  -  FOURTH    CLASS II
 ED2333
 ED2333.The horizontal coordinates were established by GPS observations
 ED2333.and adjusted by the National Geodetic Survey in March 2003..
 ED2333
 ED2333.The orthometric height was determined by GPS observations and a
 ED2333.high-resolution geoid model.
 ED2333
 ED2333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2333
 ED2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2333
 ED2333.The ellipsoidal height was determined by GPS observations
 ED2333.and is referenced to NAD 83.
 ED2333
 ED2333.The geoid height was determined by GEOID03.
 ED2333
 ED2333;                    North         East     Units Scale Factor Converg.
 ED2333;SPC SC       -   289,660.845   473,309.276   MT  0.99988313   -0 49 20.0
 ED2333;SPC SC       -   950,330.86  1,552,851.96   iFT  0.99988313   -0 49 20.0
 ED2333;UTM  17      - 3,811,549.569   363,737.660   MT  0.99982887   -0 50 19.7
 ED2333
 ED2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2333!SPC SC       -   0.99996600  x   0.99988313  =   0.99984913
 ED2333!UTM  17      -   0.99996600  x   0.99982887  =   0.99979488
 ED2333
 ED2333:                Primary Azimuth Mark                     Grid Az
 ED2333:SPC SC       -  35 P 2 AZ MK                             137 58 07.9
 ED2333:UTM  17      -  35 P 2 AZ MK                             137 59 07.6
 ED2333
 ED2333|---------------------------------------------------------------------|
 ED2333| PID    Reference Object                     Distance      Geod. Az  |
 ED2333|                                                           dddmmss.s |
 ED2333| ED2335 35 P 2 AZ MK                        APPROX. 0.6 KM 1370847.9 |
 ED2333| ED2330 TT 35 P                              81.685 METERS 14628     |
 ED2333| ED2967 35 P 2 RM 3                          24.730 METERS 21446     |
 ED2333| ED2968 35 P 2 RM 4                          24.337 METERS 31133     |
 ED2333|---------------------------------------------------------------------|
 ED2333
 ED2333                          SUPERSEDED SURVEY CONTROL
 ED2333
 ED2333  NAD 83(1995)-  34 26 11.27642(N)    082 28 59.16820(W) AD(       ) 1
 ED2333  ELLIP H (12/20/99)  216.61   (m)                       GP(       ) 4 1
 ED2333  NAD 83(1986)-  34 26 11.28542(N)    082 28 59.16790(W) AD(       ) 1
 ED2333  NAD 83(1986)-  34 26 11.28542(N)    082 28 59.16790(W) AD(       ) 1
 ED2333  NAD 27      -  34 26 10.89332(N)    082 28 59.70611(W) AD(       ) 1
 ED2333  NGVD 29 (07/19/86)  247.4    (m)          812.     (f) VERT ANG       
 ED2333
 ED2333.Superseded values are not recommended for survey control.
 ED2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2333.See file dsdata.txt to determine how the superseded data were derived.
 ED2333
 ED2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6373811550(NAD 83)
 ED2333_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2333_SP_SET: CONCRETE POST
 ED2333_STAMPING: TT 35 P. USGS 2 1979
 ED2333_MARK LOGO: NGS   
 ED2333_PROJECTION: FLUSH
 ED2333_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2333+STABILITY: SURFACE MOTION
 ED2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2333+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1997
 ED2333
 ED2333  HISTORY     - Date     Condition        Report By
 ED2333  HISTORY     - 1979     MONUMENTED       NGS
 ED2333  HISTORY     - 1979     GOOD             NGS
 ED2333  HISTORY     - 1981     GOOD             NGS
 ED2333  HISTORY     - 19921101 GOOD             NGS
 ED2333  HISTORY     - 19930712 GOOD             SCDOT
 ED2333  HISTORY     - 19970603 GOOD             SCGS
 ED2333
 ED2333                          STATION DESCRIPTION
 ED2333
 ED2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 ED2333'THE STATION IS LOCATED ABOUT 20-1/4 KM SOUTHEAST OF ANDERSON, 9-1/2 KM
 ED2333'SOUTH OF BELTON, 8 KM WEST-SOUTHWEST OF HONEA PATH, AT THE
 ED2333'SOUTHEAST EDGE OF GRAYSTONVILLE AND IN THE NORTHWEST ANGLE OF A
 ED2333'5-WAY JUNCTION FORMED BY STATE HIGHWAYS 20, 252 AND AN ASPHALT
 ED2333'ROAD.  PERMISSION WAS OBTAINED FROM MR. H.B. CLINSDALE, ROUTE 2,
 ED2333'HONEA PATH, SC, PHONE NUMBER 369-0314.
 ED2333'
 ED2333'TO REACH THE STATION FROM THE WESTERNMOST JUNCTION OF U.S.
 ED2333'HIGHWAYS 76 AND STATE HIGHWAY  20 IN BELTON.  GO SOUTH ON STATE
 ED2333'HIGHWAY 20 FOR 3.2 KM (2.0 MI) TO A DIAGONAL CROSSROAD
 ED2333'(COUNTY ROAD S-4-80).  CONTINUE SOUTH ON HIGHWAY 20 FOR 5.2 KM
 ED2333'(3.25 MI) TO A CROSSROAD AT A LOOKOUT TOWER ON THE LEFT.  CONTINUE
 ED2333'SOUTH ON HIGHWAY 20 FOR 1.6 KM (1.0 MI) TO A 5-WAY INTERSECTION
 ED2333'AND THE STATION IN THE NORTHWEST ANGLE FORMED BY THE INTERSECTION
 ED2333'OF HIGHWAY 20 AND STATE HIGHWAY 252.
 ED2333'
 ED2333'THE STATION IS A STANDARD NGS DISK
 ED2333'STAMPED---TT 35P USGS 2 1979---,
 ED2333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2333'FLUSH WITH GROUND.  IT IS LOCATED
 ED2333'27.5 METERS SOUTH FROM THE CENTER OF A CONNECTOR ROAD, BETWEEN
 ED2333'HIGHWAYS 20 AND 253,
 ED2333'16.0 METERS NORTHEAST FROM THE CENTER OF STATE HIGHWAY 252 AND
 ED2333'15.4 METERS WEST FROM THE CENTER OF STATE HIGHWAY 20.
 ED2333'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 ED2333'STAMPED---TT 35P USGS 2 1979---,
 ED2333'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2333'
 ED2333'TT 35P USGS 1935 IS THE CENTER OF A 15 CM SQUARE CONCRETE POST THAT
 ED2333'ORIGINALLY SUPPORTED THE DISK FOR TT 35P USGS 1935.  THE TOP OF
 ED2333'THE BROKEN POST IS FLUSH WITH THE GROUND AND HAS 4 BENT
 ED2333'REINFORCEMENT RODS PROTRUDING FROM THE TOP OF IT.
 ED2333'IT IS LOCATED
 ED2333'39.3 METERS SOUTHEAST FROM THE CENTER OF A WELL,
 ED2333'10.5 METERS WEST-SOUTHWEST FROM THE CENTER OF A PAVED ROAD,
 ED2333'7.6 METERS EAST FROM THE CENTER OF STATE HIGHWAY 20 AND
 ED2333'3.05 METERS NORTH-NORTHEAST FROM A UTILITY POLE.
 ED2333'MARK IS LEVEL WITH STATION.
 ED2333'
 ED2333'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 ED2333'STAMPED---TT 35P USGS 2 NO 3 1979---,
 ED2333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2333'FLUSH WITH GROUND.  IT IS LOCATED
 ED2333'16.0 METERS SOUTHWEST FROM THE CENTER OF STATE HIGHWAY 252,
 ED2333'7.5 METERS NORTH FROM THE CENTER OF AN ASPHALT ROAD,
 ED2333'1.18 METERS NORTHEAST FROM A METAL WITNESS POST AND
 ED2333'0.55 METERS SOUTHEAST FROM A WOVEN WIRE FENCE.
 ED2333'MARK IS LEVEL WITH STATION.
 ED2333'
 ED2333'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 ED2333'STAMPED---TT 35P USGS 2 NO 4 1979---,
 ED2333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2333'FLUSH WITH GROUND.  IT IS LOCATED
 ED2333'29.3 METERS WEST FROM THE CENTER OF STATE HIGHWAY 20,
 ED2333'19.8 METERS EAST-NORTHEAST FROM THE CENTER OF STATE HIGHWAY 252
 ED2333'AND
 ED2333'4.6 METERS SOUTH FROM THE CONNECTOR ROAD.
 ED2333'MARK IS LEVEL WITH STATION.
 ED2333'
 ED2333'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 ED2333'STAMPED---TT 35P USGS 2 1979---,
 ED2333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2333'FLUSH WITH GROUND.  IT IS LOCATED
 ED2333'30.7 METERS EAST FROM THE CENTER OF STATE HIGHWAY 20,
 ED2333'6.6 METERS SOUTH FROM THE CENTER OF STATE HIGHWAY 252,
 ED2333'6.6 METERS EAST FROM A UTILITY POLE NUMBER 60 AND
 ED2333'0.76 METERS NORTH FROM A METAL WITNESS POST.
 ED2333'
 ED2333'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON STATE
 ED2333'HIGHWAYS 252 AND 20 FOR 500 METERS (0.35 MI) TO WHERE THE
 ED2333'HIGHWAYS DIVIDE AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF
 ED2333'THE INTERSECTION.
 ED2333'
 ED2333'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.0 METERS.
 ED2333'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TERRAIN
 ED2333'RESTRICTIONS.
 ED2333
 ED2333                          STATION RECOVERY (1979)
 ED2333
 ED2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ED2333'RECOVERED IN GOOD CONDITION.
 ED2333
 ED2333                          STATION RECOVERY (1981)
 ED2333
 ED2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 ED2333'THE STATION WAS RECOVERED AS DESCRIBED IN 1980.
 ED2333'NO DIRECTIONS OR MEASUREMENTS WERE TAKEN
 ED2333'TO THE REFERENCE MARKS.
 ED2333'OWNERSHIP--MR H B CLINKSCALES, ROUTE 2, HONEA PATH SC,
 ED2333'PHONE 803-369-0314.
 ED2333
 ED2333                          STATION RECOVERY (1992)
 ED2333
 ED2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2333'STATION IS LOCATED IN THE GRASS TRIANGLE AT THE NORTHWEST ANGLE OF THE
 ED2333'JUNCTION OF STATE HIGHWAYS 20, 252 AND 254, 6.1 MILES (9.8 KM) SOUTH
 ED2333'SOUTHEAST OF BELTON, 5.25 MILES (8.45 KM) WEST OF HONEA PATH.
 ED2333'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2333'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2333'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 ED2333'(15.2 CM) BELOW THE ROAD, 51.4 FEET (15.7 M) WEST OF THE CENTER OF
 ED2333'HIGHWAY 20, 52.8 FEET (16.1 M) NORTHEAST OF THE CENTER OF HIGHWAY
 ED2333'252, 79.9 FEET (24.4 M) SOUTHEAST OF REFERENCE MARK TT 35 P USGS 2 RM
 ED2333'4, 71.1 FEET (21.7 M) NORTH NORTHWEST OF A TELEPHONE JUNCTION BOX
 ED2333'NUMBER 67, 90.9 FEET (27.7 M) SOUTHEAST OF A CONNECTOR ROAD FOR
 ED2333'HIGHWAYS 20 AND 252.
 ED2333
 ED2333                          STATION RECOVERY (1993)
 ED2333
 ED2333'RECOVERY NOTE BY SC DEPT OF TRANSP 1993 (DGB)
 ED2333'RECOVERED AS DESCRIBED.
 ED2333
 ED2333                          STATION RECOVERY (1997)
 ED2333
 ED2333'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED2333'STATION IS LOCATED IN THE GRASS TRIANGLE AT THE NORTHWEST ANGLE OF THE
 ED2333'JUNCTION OF STATE HIGHWAYS 20 (TRAIL ROAD) , 252 (CLINKSCALES ROAD)
 ED2333'AND 284 (TRAIL ROAD) , 6.1 MILES (9.8 KM) SOUTH SOUTHEAST OF BELTON,
 ED2333'5.25 MILES (8.45 KM) WEST OF HONEA PATH.  OWNERSHIP--SCDOT, DIRECTOR
 ED2333'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2333'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED2333'0.5 FOOT (15.2 CM) BELOW THE ROAD, 51.4 FEET (15.7 M) WEST OF THE
 ED2333'CENTER OF HIGHWAY 20, 52.8 FEET (16.1 M) NORTHEAST OF THE CENTER OF
 ED2333'HIGHWAY 252, 79.9 FEET (24.4 M) SOUTHEAST OF REFERENCE MARK TT 35 P
 ED2333'USGS 2 RM 4, 71.1 FEET (21.7 M) NORTH NORTHWEST OF A TELEPHONE
 ED2333'JUNCTION BOX NUMBER 67, 90.9 FEET (27.7 M) SOUTHEAST OF A CONNECTOR
 ED2333'ROAD FOR HIGHWAYS 20 AND 252.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2335 ***********************************************************************
 ED2335  DESIGNATION -  35 P 2 AZ MK
 ED2335  PID         -  ED2335
 ED2335  STATE/COUNTY-  SC/ANDERSON
 ED2335  USGS QUAD   -  HONEA PATH (1970)
 ED2335
 ED2335                         *CURRENT SURVEY CONTROL
 ED2335  ___________________________________________________________________
 ED2335* NAD 83(2001)-  34 25 57.18030(N)    082 28 43.38527(W)     ADJUSTED  
 ED2335* NAVD 88     -       239.6    (meters)     786.     (feet)  VERTCON   
 ED2335  ___________________________________________________________________
 ED2335  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 ED2335  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 ED2335
 ED2335  HORZ ORDER  -  SECOND
 ED2335
 ED2335.The horizontal coordinates were established by classical geodetic methods
 ED2335.and adjusted by the National Geodetic Survey in March 2004..
 ED2335
 ED2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2335
 ED2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2335
 ED2335.The geoid height was determined by GEOID03.
 ED2335
 ED2335;                    North         East     Units Scale Factor Converg.
 ED2335;SPC SC       -   289,220.811   473,705.917   MT  0.99988222   -0 49 11.3
 ED2335;SPC SC       -   948,887.18  1,554,153.27   iFT  0.99988222   -0 49 11.3
 ED2335;UTM  17      - 3,811,109.445   364,134.153   MT  0.99982754   -0 50 10.5
 ED2335
 ED2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2335!SPC SC       -   0.99996714  x   0.99988222  =   0.99984936
 ED2335!UTM  17      -   0.99996714  x   0.99982754  =   0.99979468
 ED2335
 ED2335                          SUPERSEDED SURVEY CONTROL
 ED2335
 ED2335  NAD 83(1986)-  34 25 57.18949(N)    082 28 43.38517(W) AD(       ) 2
 ED2335  NAD 27      -  34 25 56.79681(N)    082 28 43.92415(W) AD(       ) 2
 ED2335  NGVD 29 (07/19/86)  239.7    (m)          786.     (f) VERT ANG       
 ED2335
 ED2335.Superseded values are not recommended for survey control.
 ED2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2335.See file dsdata.txt to determine how the superseded data were derived.
 ED2335
 ED2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6413411109(NAD 83)
 ED2335_MARKER: DZ = AZIMUTH MARK DISK
 ED2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2335_MARK LOGO: NGS   
 ED2335_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2335+STABILITY: SURFACE MOTION
 ED2335
 ED2335  HISTORY     - Date     Condition        Report By
 ED2335  HISTORY     - 1979     MONUMENTED       NGS
 ED2335  HISTORY     - 19920728 MARK NOT FOUND   SCGS
 ED2335
 ED2335                          STATION DESCRIPTION
 ED2335
 ED2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 ED2335'THE STATION IS LOCATED ABOUT 21 KM EAST-SOUTHEAST OF ANDERSON, 10 KM
 ED2335'SOUTH FROM BELTON, 8-1/2 KM WEST FROM HONEA PATH, 500 METERS
 ED2335'SOUTHEAST FROM STATION 35 P USGS 2 AND IN THE SOUTHEAST CORNER
 ED2335'OF THE JUNCTION OF STATE HIGHWAYS 20 AND 252.
 ED2335'
 ED2335'TO REACH THE STATION FROM THE WESTERN-MOST JUNCTION OF U. S.
 ED2335'HIGHWAYS 76, 178 AND STATE HIGHWAY 20 IN BELTON.  GO SOUTH ON
 ED2335'HIGHWAY 20 FOR 3.2 KM (2.0 MI) TO A DIAGONAL CROSSROAD (COUNTY
 ED2335'ROAD S-4-80).  CONTINUE SOUTH ON HIGHWAY 20 FOR 5.2 KM (3.25 MI)
 ED2335'TO A CROSSROAD AT A LOOKOUT TOWER ON THE LEFT.  CONTINUE SOUTH ON
 ED2335'HIGHWAY 20 FOR 1.6 KM (1.0 MI) TO A FIVE WAY INTERSECTION AND
 ED2335'STATION 35 P USGS 2 ON THE RIGHT IN THE
 ED2335'NORTHWEST ANGLE FORMED BY THE INTERSECTION OF HIGHWAY 20 AND 252
 ED2335'CONTINUE SOUTH ON STATE HIGHWAYS 20 AND 252 FOR 0.5 KM (0.35 MI)
 ED2335'TO WHERE THE HIGHWAYS DIVIDE AND THE STATION IN THE SOUTHEAST
 ED2335'ANGLE FORMED BY THE INTERSECTION.
 ED2335'
 ED2335'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 ED2335'STAMPED---TT 35P USGS 2 1979---,
 ED2335'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2335'FLUSH WITH GROUND.  IT IS LOCATED
 ED2335'30.7 METERS EAST FROM THE CENTER OF STATE HIGHWAY 20,
 ED2335'6.6 METERS SOUTH FROM THE CENTER OF STATE HIGHWAY 252,
 ED2335'6.6 METERS EAST FROM A UTILITY POLE NUMBERED 60 AND
 ED2335'0.76 METERS NORTH FROM A METAL WITNESS POST.
 ED2335'
 ED2335'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2335'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2335
 ED2335                          STATION RECOVERY (1992)
 ED2335
 ED2335'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2335'NOT RECOVERED, MEASUREMENTS WERE PULLED AND ANGLES TURNED WITH NO
 ED2335'RESULTS, PRESUMED DESTROYED BY ROAD CONSTRUCTION.
 ED2335'RECOVERY BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3135 ***********************************************************************
 CK3135  DESIGNATION -  35 RFJ
 CK3135  PID         -  CK3135
 CK3135  STATE/COUNTY-  SC/CHARLESTON
 CK3135  USGS QUAD   -  JACKSONBORO (1979)
 CK3135
 CK3135                         *CURRENT SURVEY CONTROL
 CK3135  ___________________________________________________________________
 CK3135* NAD 83(1986)-  32 48 13.     (N)    080 24 05.     (W)     SCALED    
 CK3135* NAVD 88     -         8.915  (meters)      29.25   (feet)  ADJUSTED  
 CK3135  ___________________________________________________________________
 CK3135  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 CK3135  DYNAMIC HT  -           8.906 (meters)      29.22  (feet)  COMP
 CK3135  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 CK3135
 CK3135  VERT ORDER  -  FIRST     CLASS II
 CK3135
 CK3135.The horizontal coordinates were scaled from a topographic map and have
 CK3135.an estimated accuracy of +/- 6 seconds.
 CK3135
 CK3135.The orthometric height was determined by differential leveling
 CK3135.and adjusted by the National Geodetic Survey in June 1991..
 CK3135
 CK3135.The geoid height was determined by GEOID03.
 CK3135
 CK3135.The dynamic height is computed by dividing the NAVD 88
 CK3135.geopotential number by the normal gravity value computed on the
 CK3135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3135.degrees latitude (g = 980.6199 gals.).
 CK3135
 CK3135.The modeled gravity was interpolated from observed gravity values.
 CK3135
 CK3135;                    North         East    Units  Estimated Accuracy
 CK3135;SPC SC       -   107,770.      665,660.      MT  (+/- 180 meters Scaled)
 CK3135
 CK3135                          SUPERSEDED SURVEY CONTROL
 CK3135
 CK3135  NGVD 29 (03/21/89)    9.205  (m)           30.20   (f) ADJUSTED    1 2
 CK3135
 CK3135.Superseded values are not recommended for survey control.
 CK3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3135.See file dsdata.txt to determine how the superseded data were derived.
 CK3135
 CK3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS560296(NAD 83)
 CK3135_MARKER: DB = BENCH MARK DISK
 CK3135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3135_SP_SET: CONCRETE POST
 CK3135_STAMPING: 30 35 RFJ 1972
 CK3135_MARK LOGO: USGS  
 CK3135_PROJECTION: PROJECTING 7 CENTIMETERS
 CK3135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3135+STABILITY: SURFACE MOTION
 CK3135
 CK3135  HISTORY     - Date     Condition        Report By
 CK3135  HISTORY     - 1972     MONUMENTED       USGS
 CK3135  HISTORY     - 1984     GOOD             SCGS
 CK3135
 CK3135                          STATION DESCRIPTION
 CK3135
 CK3135'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3135'5.05 KM (3.15 MI) NORTH FROM PARKERS FERRY.
 CK3135'14.9 KILOMETERS (9.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3135'RAVENEL POST OFFICE, THENCE 5.05 KILOMETERS (3.15 MILES) NORTH ALONG
 CK3135'COUNTY ROAD S-10-38 (PARKERS FERRY ROAD), SET IN THE SOUTHWEST ANGLE
 CK3135'OF THE INTERSECTION OF THE SOUTH ENTRANCE ROAD TO THE HOPEWELL BAPTIST
 CK3135'CHURCH, 6.1 METERS (20.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE
 CK3135'ENTRANCE ROAD, 9.0 METERS (29.6 FEET) WEST OF THE CENTERLINE OF THE
 CK3135'COUNTY ROAD, 0.5 METER (1.6 FEET) SOUTH OF POWER POLE NUMBER 162159.
 CK3135'THE MARK IS 0.10 METERS  SE FROM A WITNESS POST.
 CK3135'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2210 ***********************************************************************
 DD2210  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2210  DESIGNATION -  35 SY 48
 DD2210  PID         -  DD2210
 DD2210  STATE/COUNTY-  SC/GEORGETOWN
 DD2210  USGS QUAD   -  RHEMS (1973)
 DD2210
 DD2210                         *CURRENT SURVEY CONTROL
 DD2210  ___________________________________________________________________
 DD2210* NAD 83(1986)-  33 32 07.     (N)    079 23 26.     (W)     SCALED    
 DD2210* NAVD 88     -        10.490  (meters)      34.42   (feet)  ADJUSTED  
 DD2210  ___________________________________________________________________
 DD2210  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2210  DYNAMIC HT  -          10.479 (meters)      34.38  (feet)  COMP
 DD2210  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 DD2210
 DD2210  VERT ORDER  -  FIRST     CLASS II
 DD2210
 DD2210.The horizontal coordinates were scaled from a topographic map and have
 DD2210.an estimated accuracy of +/- 6 seconds.
 DD2210
 DD2210.The orthometric height was determined by differential leveling
 DD2210.and adjusted by the National Geodetic Survey in June 1991..
 DD2210
 DD2210.This Tidal Bench Mark is designated as VM 3829
 DD2210.by the Center for Operational Oceanographic Products and Services.
 DD2210
 DD2210.The geoid height was determined by GEOID03.
 DD2210
 DD2210.The dynamic height is computed by dividing the NAVD 88
 DD2210.geopotential number by the normal gravity value computed on the
 DD2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2210.degrees latitude (g = 980.6199 gals.).
 DD2210
 DD2210.The modeled gravity was interpolated from observed gravity values.
 DD2210
 DD2210;                    North         East    Units  Estimated Accuracy
 DD2210;SPC SC       -   189,900.      759,060.      MT  (+/- 180 meters Scaled)
 DD2210
 DD2210                          SUPERSEDED SURVEY CONTROL
 DD2210
 DD2210  NGVD 29 (03/21/89)   10.795  (m)           35.42   (f) ADJUSTED    1 2
 DD2210
 DD2210.Superseded values are not recommended for survey control.
 DD2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2210.See file dsdata.txt to determine how the superseded data were derived.
 DD2210
 DD2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT494117(NAD 83)
 DD2210_MARKER: DB = BENCH MARK DISK
 DD2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2210_SP_SET: CONCRETE POST
 DD2210_STAMPING: 35 SY 48 1934
 DD2210_MARK LOGO: USGS  
 DD2210_PROJECTION: PROJECTING 12 CENTIMETERS
 DD2210_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2210+STABILITY: SURFACE MOTION
 DD2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2210+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DD2210
 DD2210  HISTORY     - Date     Condition        Report By
 DD2210  HISTORY     - 1934     MONUMENTED       USGS
 DD2210  HISTORY     - 1987     GOOD             SCGS
 DD2210  HISTORY     - 19940615 MARK NOT FOUND   USPSQD
 DD2210  HISTORY     - 20030715 GOOD             NGS
 DD2210
 DD2210                          STATION DESCRIPTION
 DD2210
 DD2210'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2210'20.1 KM (12.5 MI) NNW FROM GEORGETOWN.
 DD2210'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2210'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2210'(CHURCH STREET) IN GEORGETOWN, THENCE 17.15 KM (10.65 MI) NORTHWEST
 DD2210'ALONG STATE HIGHWAY 51 TO THE NORTH ENTRANCE GATE TO THE WINEA
 DD2210'PLANTATION, SET NEAR A WIRE FENCE, NORTHWEST OF THE ENTRANCE, 22.3
 DD2210'METERS (73.2 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD, 2.63
 DD2210'METERS (8.6 FT) NORTHEAST OF THE FENCE, 11.15 METERS (36.6 FT)
 DD2210'WEST-NORTHWEST OF A 30-INCH LIVE OAK TREE, 25.3 METERS (83.0 FT)
 DD2210'NORTHEAST OF THE CENTER OF THE HIGHWAY, 14.15 METERS (46.4 FT)
 DD2210'EAST-NORTHEAST OF A POWER POLE WITH FOUR GUY WIRES, 33.45 METERS
 DD2210'(109.7 FT) NORTHWEST OF TIDAL BENCH MARK 866 1593 D TIDAL.
 DD2210'THE MARK IS 0.46 METERS  NE FROM  A WITNESS POST
 DD2210'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DD2210
 DD2210                          STATION RECOVERY (1994)
 DD2210
 DD2210'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2210'MARK NOT FOUND.
 DD2210
 DD2210                          STATION RECOVERY (2003)
 DD2210
 DD2210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2210'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2210'HIGHWAYS 17 AND 17
 DD2210'ALTERNATE IN GEORGETOWN, THENCE 17.15 KM NORTHWESTERLY ALONG STATE
 DD2210'HIGHWAY 51,  33.5
 DD2210'M NORTHWEST OF NOS TIDAL BENCH MARK 866 1593 D TIDAL, 25.3 M NORTHEAST
 DD2210'OF THE HIGHWAY
 DD2210'CENTERLINE, 2.3 M NORTHEAST OF A FENCE, 0.8 M ABOVE THE LEVEL OF THE
 DD2210'HIGHWAY, 0.4 M
 DD2210'NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M ABOVE THE
 DD2210'GROUND
 DD2210'SURFACE.   NOTE--THE OWNER COULD NOT BE FOUND.  THE LAND OF THE
 DD2210'HISTORIC WINEA
 DD2210'PLANTATION IS UNDER DEVELOPMENT.
 DD2210' 
 DD2210' 
 DD2210' 
 DD2210' 
 DD2210' 
 DD2210' 
 DD2210' 
 DD2210' 
 DD2210' 
 DD2210'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8296 ***********************************************************************
 AE8296  DESIGNATION -  354 CES DEE 80
 AE8296  PID         -  AE8296
 AE8296  STATE/COUNTY-  SC/HORRY
 AE8296  USGS QUAD   -  MYRTLE BEACH (1994)
 AE8296
 AE8296                         *CURRENT SURVEY CONTROL
 AE8296  ___________________________________________________________________
 AE8296* NAD 83(2001)-  33 39 48.11390(N)    078 56 35.29528(W)     ADJUSTED  
 AE8296* NAVD 88     -         7.1    (meters)      23.     (feet)  GPS OBS   
 AE8296  ___________________________________________________________________
 AE8296  X           -   1,019,140.060 (meters)                     COMP
 AE8296  Y           -  -5,215,381.769 (meters)                     COMP
 AE8296  Z           -   3,515,414.407 (meters)                     COMP
 AE8296  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AE8296  ELLIP HEIGHT-         -27.57  (meters)          (03/13/03) GPS OBS
 AE8296  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AE8296
 AE8296  HORZ ORDER  -  FIRST
 AE8296  ELLP ORDER  -  FOURTH    CLASS II
 AE8296
 AE8296.The horizontal coordinates were established by GPS observations
 AE8296.and adjusted by the National Geodetic Survey in March 2003..
 AE8296
 AE8296.The orthometric height was determined by GPS observations and a
 AE8296.high-resolution geoid model.
 AE8296
 AE8296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8296
 AE8296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8296
 AE8296.The ellipsoidal height was determined by GPS observations
 AE8296.and is referenced to NAD 83.
 AE8296
 AE8296.The geoid height was determined by GEOID03.
 AE8296
 AE8296;                    North         East     Units Scale Factor Converg.
 AE8296;SPC SC       -   204,841.109   800,317.140   MT  0.99979366   +1 08 25.2
 AE8296;SPC SC       -   672,050.88  2,625,712.40   iFT  0.99979366   +1 08 25.2
 AE8296;UTM  17      - 3,726,729.548   690,708.704   MT  1.00004839   +1 08 25.8
 AE8296
 AE8296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8296!SPC SC       -   1.00000433  x   0.99979366  =   0.99979799
 AE8296!UTM  17      -   1.00000433  x   1.00004839  =   1.00005272
 AE8296
 AE8296|---------------------------------------------------------------------|
 AE8296| PID    Reference Object                     Distance      Geod. Az  |
 AE8296|                                                           dddmmss.s |
 AE8296| AE8316 CRABTREE                            287.222 METERS 31932     |
 AE8296|---------------------------------------------------------------------|
 AE8296
 AE8296                          SUPERSEDED SURVEY CONTROL
 AE8296
 AE8296  NAD 83(1995)-  33 39 48.11391(N)    078 56 35.29569(W) AD(       ) 1
 AE8296  ELLIP H (12/20/99)  -27.60   (m)                       GP(       ) 4 1
 AE8296  NAD 83(1986)-  33 39 48.12296(N)    078 56 35.30095(W) AD(       ) 1
 AE8296
 AE8296.Superseded values are not recommended for survey control.
 AE8296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8296.See file dsdata.txt to determine how the superseded data were derived.
 AE8296
 AE8296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9070926730(NAD 83)
 AE8296_MARKER: DD = SURVEY DISK
 AE8296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8296_STAMPING: 354 CES DEE 80
 AE8296_MARK LOGO: USGS  
 AE8296_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE8296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8296+STABILITY: SURFACE MOTION
 AE8296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8296+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 AE8296
 AE8296  HISTORY     - Date     Condition        Report By
 AE8296  HISTORY     - 1997     MONUMENTED       SCGS
 AE8296  HISTORY     - 19970818 GOOD             SCGS
 AE8296
 AE8296                          STATION DESCRIPTION
 AE8296
 AE8296'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE8296'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTHEAST OF SURFSIDE BEACH,
 AE8296'13.4 MILES (21.6 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR
 AE8296'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AE8296'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AE8296'17 BUSINESS (SOUTH KINGS HIGHWAY) , STATE HIGHWAY 73 (SOUTH OCEAN
 AE8296'BOULEVARD) AND HOWARD PARKWAY, 3.15 MILES (5.07 KM) SOUTHWEST OF
 AE8296'MYRTLE BEACH, GO NORTHWEST ON HOWARD PARKWAY FOR 0.75 MILE (1.21 KM)
 AE8296'TO A CROSSROAD (MALLARD LAKE DRIVE) , CONTINUE AHEAD ON PAMPAS DRIVE
 AE8296'FOR 0.3 MILE (0.5 KM) TO A ROAD RIGHT (MEYERS AVENUE) , TURN RIGHT ON
 AE8296'MEYERS AVENUE FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A
 AE8296'PARKING LOT IN THE SOUTHEAST ANGLE OF A ROAD RIGHT (FARROW STREET) .
 AE8296'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 0.5 FOOT
 AE8296'(15.2 CM) ABOVE MEYERS AVENUE, 4.0 FEET (1.2 M) EAST OF THE EAST EDGE
 AE8296'OF THE EAST CURB OF MEYERS AVENUE, 60.4 FEET (18.4 M) SOUTH OF THE
 AE8296'CENTER OF FARROW STREET, 21.8 FEET (6.6 M) WEST OF THE WEST EDGE OF
 AE8296'THE WEST CURB OF THE PARKING LOT, 48.0 FEET (14.6 M) SOUTHEAST OF
 AE8296'POWER POLE NUMBER 107269 WITH A GUY WIRE, 91.2 FEET (27.8 M) SOUTH OF
 AE8296'A FIRE HYDRANT, 74.7 FEET (22.8 M) NORTH NORTHWEST OF A PARKING LOT
 AE8296'LIGHT POLE NUMBER L06355.  NOTE--STATION IS INTERVISIBLE WITH SURVEY
 AE8296'STATION CRABTREE.  RECOVERED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4249 ***********************************************************************
 AA4249  DESIGNATION -  36 001
 AA4249  PID         -  AA4249
 AA4249  STATE/COUNTY-  SC/NEWBERRY
 AA4249  USGS QUAD   -  NEWBERRY EAST (1968)
 AA4249
 AA4249                         *CURRENT SURVEY CONTROL
 AA4249  ___________________________________________________________________
 AA4249* NAD 83(2001)-  34 17 43.54168(N)    081 37 15.76043(W)     ADJUSTED  
 AA4249* NAVD 88     -       164.555  (meters)     539.88   (feet)  ADJUSTED  
 AA4249  ___________________________________________________________________
 AA4249  X           -     768,667.471 (meters)                     COMP
 AA4249  Y           -  -5,218,668.809 (meters)                     COMP
 AA4249  Z           -   3,573,642.722 (meters)                     COMP
 AA4249  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AA4249  ELLIP HEIGHT-         134.23  (meters)          (03/13/03) GPS OBS
 AA4249  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AA4249  DYNAMIC HT  -         164.391 (meters)     539.34  (feet)  COMP
 AA4249  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 AA4249
 AA4249  HORZ ORDER  -  FIRST
 AA4249  VERT ORDER  -  SECOND    CLASS I
 AA4249  ELLP ORDER  -  FOURTH    CLASS II
 AA4249
 AA4249.The horizontal coordinates were established by GPS observations
 AA4249.and adjusted by the National Geodetic Survey in March 2003..
 AA4249
 AA4249.The orthometric height was determined by differential leveling
 AA4249.and adjusted by the National Geodetic Survey in September 1998..
 AA4249
 AA4249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4249
 AA4249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4249
 AA4249.The ellipsoidal height was determined by GPS observations
 AA4249.and is referenced to NAD 83.
 AA4249
 AA4249.The geoid height was determined by GEOID03.
 AA4249
 AA4249.The dynamic height is computed by dividing the NAVD 88
 AA4249.geopotential number by the normal gravity value computed on the
 AA4249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4249.degrees latitude (g = 980.6199 gals.).
 AA4249
 AA4249.The modeled gravity was interpolated from observed gravity values.
 AA4249
 AA4249;                    North         East     Units Scale Factor Converg.
 AA4249;SPC SC       -   273,211.594   552,433.055   MT  0.99985322   -0 20 39.5
 AA4249;SPC SC       -   896,363.50  1,812,444.41   iFT  0.99985322   -0 20 39.5
 AA4249;UTM  17      - 3,795,087.800   442,846.777   MT  0.99964026   -0 20 59.8
 AA4249
 AA4249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4249!SPC SC       -   0.99997893  x   0.99985322  =   0.99983215
 AA4249!UTM  17      -   0.99997893  x   0.99964026  =   0.99961920
 AA4249
 AA4249:                Primary Azimuth Mark                     Grid Az
 AA4249:SPC SC       -  36 002                                   036 35 42.2
 AA4249:UTM  17      -  36 002                                   036 36 02.5
 AA4249
 AA4249|---------------------------------------------------------------------|
 AA4249| PID    Reference Object                     Distance      Geod. Az  |
 AA4249|                                                           dddmmss.s |
 AA4249| AA4250 36 002                              APPROX. 0.9 KM 0361502.7 |
 AA4249|---------------------------------------------------------------------|
 AA4249
 AA4249                          SUPERSEDED SURVEY CONTROL
 AA4249
 AA4249  NAD 83(1995)-  34 17 43.54174(N)    081 37 15.76046(W) AD(       ) 1
 AA4249  ELLIP H (08/25/00)  134.23   (m)                       GP(       ) 4 1
 AA4249  NAD 83(1986)-  34 17 43.55414(N)    081 37 15.76061(W) AD(       ) 1
 AA4249
 AA4249.Superseded values are not recommended for survey control.
 AA4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4249.See file dsdata.txt to determine how the superseded data were derived.
 AA4249
 AA4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT4284795088(NAD 83)
 AA4249_MARKER: DD = SURVEY DISK
 AA4249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4249_STAMPING: 36 001 1994
 AA4249_MARK LOGO: SCGS  
 AA4249_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4249+STABILITY: SURFACE MOTION
 AA4249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4249+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1999
 AA4249
 AA4249  HISTORY     - Date     Condition        Report By
 AA4249  HISTORY     - 1994     MONUMENTED       SCGS
 AA4249  HISTORY     - 19990129 GOOD             SCGS
 AA4249
 AA4249                          STATION DESCRIPTION
 AA4249
 AA4249'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4249'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH OF NEWBERRY.
 AA4249'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4249'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4249'OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 121, 3.9 MILES (6.3 KM)
 AA4249'NORTH OF NEWBERRY, GO SOUTH SOUTHWEST ON HIGHWAY 121 FOR 1.8 MILES
 AA4249'(2.9 KM) TO THE JUNCTION OF U.S. HIGHWAY 76 (WILSON ROAD), CONTINUE
 AA4249'AHEAD ON HIGHWAYS 76 AND 121 BUSINESS FOR 0.8 MILE (1.3 KM) TO THE
 AA4249'JUNCTION OF STATE ROAD 383 (KATE STREET), JUST PAST WHERE HIGHWAY 121
 AA4249'TURNS RIGHT, TURN LEFT ON ROAD 383 FOR 0.05 MILE (0.08 KM) TO THE
 AA4249'STATION ON THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST
 AA4249'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 86.8 FEET (26.5 M)
 AA4249'NORTH OF THE NORTHEAST CORNER OF A BRICK BUILDING (AUTOMOTIVE STORE),
 AA4249'9.0 FEET (2.7 M) WEST OF THE POWER POLE WITH TWO GUY WIRES AND A
 AA4249'STREET LIGHT, 20.0 FEET (6.1 M) SOUTH OF THE CENTER OF ROAD 383, 18.4
 AA4249'FEET (5.6 M) EAST OF A WITNESS POST. DESCRIBED BY D.D. WOODS.
 AA4249
 AA4249                          STATION RECOVERY (1999)
 AA4249
 AA4249'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4249'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH OF NEWBERRY.
 AA4249'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AA4249'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AA4249'JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 121, 3.9 MILES
 AA4249'(6.3 KM) NORTH OF NEWBERRY, GO SOUTH SOUTHWEST ON HIGHWAY 121 FOR 1.8
 AA4249'MILES (2.9 KM) TO THE JUNCTION OF U.S.  HIGHWAY 76 (WILSON ROAD) ,
 AA4249'CONTINUE AHEAD ON HIGHWAYS 76 AND 121 BUSINESS FOR 0.8 MILE (1.3 KM)
 AA4249'TO THE JUNCTION OF STATE ROAD 383 (KATE STREET) , JUST PAST WHERE
 AA4249'HIGHWAY 121 TURNS RIGHT, TURN LEFT ON ROAD 383 FOR 0.05 MILE (0.08 KM)
 AA4249'TO THE STATION ON THE RIGHT NEAR A POWER POLE.  STATION IS A CONCRETE
 AA4249'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 86.8 FEET (26.5 M)
 AA4249'NORTH OF THE NORTHEAST CORNER OF A BRICK BUILDING (HOME FURNISHINGS) ,
 AA4249'9.0 FEET (2.7 M) WEST OF THE POWER POLE WITH TWO GUY WIRES AND A
 AA4249'STREET LIGHT, 20.0 FEET (6.1 M) SOUTH OF THE CENTER OF ROAD 383, 18.4
 AA4249'FEET (5.6 M) EAST OF A WITNESS POST.  RECOVERED BY A.J.  ZUPAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4250 ***********************************************************************
 AA4250  DESIGNATION -  36 002
 AA4250  PID         -  AA4250
 AA4250  STATE/COUNTY-  SC/NEWBERRY
 AA4250  USGS QUAD   -  NEWBERRY EAST (1968)
 AA4250
 AA4250                         *CURRENT SURVEY CONTROL
 AA4250  ___________________________________________________________________
 AA4250* NAD 83(2001)-  34 18 06.14602(N)    081 36 55.78773(W)     ADJUSTED  
 AA4250* NAVD 88     -       169.412  (meters)     555.81   (feet)  ADJUSTED  
 AA4250  ___________________________________________________________________
 AA4250  X           -     769,116.146 (meters)                     COMP
 AA4250  Y           -  -5,218,210.015 (meters)                     COMP
 AA4250  Z           -   3,574,220.866 (meters)                     COMP
 AA4250  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AA4250  ELLIP HEIGHT-         139.08  (meters)          (03/13/03) GPS OBS
 AA4250  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AA4250  DYNAMIC HT  -         169.243 (meters)     555.26  (feet)  COMP
 AA4250  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 AA4250
 AA4250  HORZ ORDER  -  FIRST
 AA4250  VERT ORDER  -  SECOND    CLASS I
 AA4250  ELLP ORDER  -  FOURTH    CLASS II
 AA4250
 AA4250.The horizontal coordinates were established by GPS observations
 AA4250.and adjusted by the National Geodetic Survey in March 2003..
 AA4250
 AA4250.The orthometric height was determined by differential leveling
 AA4250.and adjusted by the National Geodetic Survey in September 1998..
 AA4250
 AA4250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4250
 AA4250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4250
 AA4250.The ellipsoidal height was determined by GPS observations
 AA4250.and is referenced to NAD 83.
 AA4250
 AA4250.The geoid height was determined by GEOID03.
 AA4250
 AA4250.The dynamic height is computed by dividing the NAVD 88
 AA4250.geopotential number by the normal gravity value computed on the
 AA4250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4250.degrees latitude (g = 980.6199 gals.).
 AA4250
 AA4250.The modeled gravity was interpolated from observed gravity values.
 AA4250
 AA4250;                    North         East     Units Scale Factor Converg.
 AA4250;SPC SC       -   273,904.938   552,947.885   MT  0.99985442   -0 20 28.4
 AA4250;SPC SC       -   898,638.25  1,814,133.48   iFT  0.99985442   -0 20 28.4
 AA4250;UTM  17      - 3,795,780.946   443,361.565   MT  0.99963954   -0 20 48.7
 AA4250
 AA4250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4250!SPC SC       -   0.99997817  x   0.99985442  =   0.99983259
 AA4250!UTM  17      -   0.99997817  x   0.99963954  =   0.99961772
 AA4250
 AA4250:                Primary Azimuth Mark                     Grid Az
 AA4250:SPC SC       -  36 001                                   216 35 42.3
 AA4250:UTM  17      -  36 001                                   216 36 02.6
 AA4250
 AA4250|---------------------------------------------------------------------|
 AA4250| PID    Reference Object                     Distance      Geod. Az  |
 AA4250|                                                           dddmmss.s |
 AA4250| AA4249 36 001                              APPROX. 0.9 KM 2161513.9 |
 AA4250|---------------------------------------------------------------------|
 AA4250
 AA4250                          SUPERSEDED SURVEY CONTROL
 AA4250
 AA4250  NAD 83(1995)-  34 18 06.14608(N)    081 36 55.78775(W) AD(       ) 1
 AA4250  ELLIP H (08/25/00)  139.08   (m)                       GP(       ) 4 1
 AA4250  NAD 83(1986)-  34 18 06.15849(N)    081 36 55.78790(W) AD(       ) 1
 AA4250
 AA4250.Superseded values are not recommended for survey control.
 AA4250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4250.See file dsdata.txt to determine how the superseded data were derived.
 AA4250
 AA4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT4336295781(NAD 83)
 AA4250_MARKER: DD = SURVEY DISK
 AA4250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4250_STAMPING: 36 002 1994
 AA4250_MARK LOGO: SCGS  
 AA4250_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4250+STABILITY: SURFACE MOTION
 AA4250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4250+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1999
 AA4250
 AA4250  HISTORY     - Date     Condition        Report By
 AA4250  HISTORY     - 1994     MONUMENTED       SCGS
 AA4250  HISTORY     - 19990129 GOOD             SCGS
 AA4250
 AA4250                          STATION DESCRIPTION
 AA4250
 AA4250'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4250'STATION IS LOCATED 1.95 MILES (3.14 KM) NORTH OF NEWBERRY.
 AA4250'OWNERSHIP--EAGLE CONSTRUCTION COMPANY, P.O. BOX 132, NEWBERRY, SC
 AA4250'29108, PHONE 803-276-5040. TO REACH THE STATION FROM THE JUNCTION
 AA4250'OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 121, 3.9 MILES (6.3 KM)
 AA4250'NORTH OF NEWBERRY, GO SOUTH SOUTHWEST ON HIGHWAY 121 FOR 1.8 MILES
 AA4250'(2.9 KM) TO THE JUNCTION OF U.S. HIGHWAY 76 (WILSON ROAD), TURN LEFT
 AA4250'ON HIGHWAY 76 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD
 AA4250'115 (WHITENER ROAD), TURN RIGHT ON ROAD 115 FOR 0.05 MILE (0.08 KM) TO
 AA4250'THE STATION ON THE RIGHT IN A GRASSY AREA BETWEEN A BRICK FRONT METAL
 AA4250'OFFICE BUILDING AND A CONCRETE BLOCK BUILDING. STATION IS A CONCRETE
 AA4250'POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 31.7
 AA4250'FEET (9.7 M) NORTHWEST OF THE CENTER OF THE ROAD, 66.8 FEET (20.4 M)
 AA4250'SOUTH OF THE SOUTH CORNER OF THE BRICK FRONT OFFICE BUILDING, 56.6
 AA4250'FEET (17.3 M) EAST OF THE EAST CORNER OF THE CONCRETE BLOCK BUILDING,
 AA4250'31.7 FEET (9.7 M) NORTHEAST OF A SECURITY LIGHT POLE. DESCRIBED BY
 AA4250'D.D. WOODS.
 AA4250
 AA4250                          STATION RECOVERY (1999)
 AA4250
 AA4250'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4250'STATION IS LOCATED 1.95 MILES (3.14 KM) NORTH OF NEWBERRY.
 AA4250'OWNERSHIP--EAGLE CONSTRUCTION COMPANY, P.O.  BOX 132, NEWBERRY, SC
 AA4250'29108, PHONE 803-276-5040.  TO REACH THE STATION FROM THE JUNCTION
 AA4250'OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 121 (EXIT 72) , 3.9 MILES
 AA4250'(6.3 KM) NORTH OF NEWBERRY, GO SOUTH SOUTHWEST ON HIGHWAY 121 FOR 1.8
 AA4250'MILES (2.9 KM) TO THE JUNCTION OF U.S.  HIGHWAY 76 (WILSON ROAD) ,
 AA4250'TURN LEFT ON HIGHWAY 76 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF
 AA4250'STATE ROAD 115 (WHITENER ROAD) , TURN RIGHT ON ROAD 115 FOR 0.05 MILE
 AA4250'(0.08 KM) TO THE STATION ON THE RIGHT IN A GRASSY AREA BETWEEN A BRICK
 AA4250'FRONT METAL OFFICE BUILDING AND A CONCRETE BLOCK BUILDING. STATION IS
 AA4250'A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 AA4250'ROAD, 31.7 FEET (9.7 M) NORTHWEST OF THE CENTER OF THE ROAD, 66.8 FEET
 AA4250'(20.4 M) SOUTH OF THE SOUTH CORNER OF THE BRICK FRONT OFFICE BUILDING,
 AA4250'56.6 FEET (17.3 M) EAST OF THE EAST CORNER OF THE CONCRETE BLOCK
 AA4250'BUILDING, 31.7 FEET (9.7 M) NORTHEAST OF A SECURITY LIGHT POLE.
 AA4250'RECOVERED BY D.A.  NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0876 ***********************************************************************
 DE0876  DESIGNATION -  365.644 SRPE
 DE0876  PID         -  DE0876
 DE0876  STATE/COUNTY-  SC/AIKEN
 DE0876  USGS QUAD   -  NEW ELLENTON SW (1989)
 DE0876
 DE0876                         *CURRENT SURVEY CONTROL
 DE0876  ___________________________________________________________________
 DE0876* NAD 83(1986)-  33 20 08.     (N)    081 44 28.     (W)     SCALED    
 DE0876* NAVD 88     -       111.160  (meters)     364.70   (feet)  ADJUSTED  
 DE0876  ___________________________________________________________________
 DE0876  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE0876  DYNAMIC HT  -         111.040 (meters)     364.30  (feet)  COMP
 DE0876  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DE0876
 DE0876  VERT ORDER  -  FIRST     CLASS II
 DE0876
 DE0876.The horizontal coordinates were scaled from a topographic map and have
 DE0876.an estimated accuracy of +/- 6 seconds.
 DE0876
 DE0876.The orthometric height was determined by differential leveling
 DE0876.and adjusted by the National Geodetic Survey in June 1991..
 DE0876
 DE0876.The geoid height was determined by GEOID03.
 DE0876
 DE0876.The dynamic height is computed by dividing the NAVD 88
 DE0876.geopotential number by the normal gravity value computed on the
 DE0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0876.degrees latitude (g = 980.6199 gals.).
 DE0876
 DE0876.The modeled gravity was interpolated from observed gravity values.
 DE0876
 DE0876;                    North         East    Units  Estimated Accuracy
 DE0876;SPC SC       -   166,840.      540,620.      MT  (+/- 180 meters Scaled)
 DE0876
 DE0876                          SUPERSEDED SURVEY CONTROL
 DE0876
 DE0876  NGVD 29 (??/??/92)  111.412  (m)          365.52   (f) ADJ UNCH    1 2
 DE0876
 DE0876.Superseded values are not recommended for survey control.
 DE0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0876.See file dsdata.txt to determine how the superseded data were derived.
 DE0876
 DE0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS310887(NAD 83)
 DE0876_MARKER: DD = SURVEY DISK
 DE0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0876_STAMPING: N 102934.70 E 50500.00 EL 365.644
 DE0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0876+STABILITY: SURFACE MOTION
 DE0876
 DE0876  HISTORY     - Date     Condition        Report By
 DE0876  HISTORY     - UNK      MONUMENTED       LOCENG
 DE0876  HISTORY     - 1961     GOOD             NGS
 DE0876
 DE0876                          STATION DESCRIPTION
 DE0876
 DE0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0876'17.2 MI N FROM ELLENTON.
 DE0876'ABOUT 6.1 MILES NORTHEAST ALONG THE SAVANNAH RIVER PLANT ROAD NO.
 DE0876'3 FROM THE ATLANTIC COAST LINE RAILROAD CROSSING, THENCE 7.7
 DE0876'MILES NORTHWEST ON SAVANNAH RIVER PLANT ROAD NO. C, THENCE 0.5
 DE0876'MILE NORTH ON SAVANNAH RIVER PLANT ROAD NO. 2, THENCE 2.85 MILES
 DE0876'NORTHWEST ON SAVANNAH RIVER PLANT ROAD NO. D, AT AREA M-300,
 DE0876'BETWEEN ROAD NO. D AND A LARGE PARKING LOT, 38 FEET NORTHEAST OF
 DE0876'THE CENTER LINE OF THE ROAD, 61 FEET SOUTH OF THE SOUTH CORNER OF
 DE0876'THE FIRE HOUSE, 15 1/2 FEET SOUTHWEST OF A RED FIRE PLUG, 27 FEET
 DE0876'SOUTHWEST OF THE WEST CORNER OF THE PARKING LOT, 7 1/2 FEET
 DE0876'NORTHWEST OF THE NORTHWEST ONE OF A ROW OF POLES SUPPORTING A
 DE0876'STEAM PIPE AND IS DIRECTLY IN LINE WITH THE POLES TO THE SOUTHEAST,
 DE0876'ABOUT LEVEL WITH THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DE0876'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0878 ***********************************************************************
 DE0878  DESIGNATION -  366.298 SRPE
 DE0878  PID         -  DE0878
 DE0878  STATE/COUNTY-  SC/AIKEN
 DE0878  USGS QUAD   -  NEW ELLENTON SW (1989)
 DE0878
 DE0878                         *CURRENT SURVEY CONTROL
 DE0878  ___________________________________________________________________
 DE0878* NAD 83(1986)-  33 20 09.     (N)    081 44 27.     (W)     SCALED    
 DE0878* NAVD 88     -       111.359  (meters)     365.35   (feet)  ADJUSTED  
 DE0878  ___________________________________________________________________
 DE0878  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE0878  DYNAMIC HT  -         111.239 (meters)     364.96  (feet)  COMP
 DE0878  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DE0878
 DE0878  VERT ORDER  -  FIRST     CLASS II
 DE0878
 DE0878.The horizontal coordinates were scaled from a topographic map and have
 DE0878.an estimated accuracy of +/- 6 seconds.
 DE0878
 DE0878.The orthometric height was determined by differential leveling
 DE0878.and adjusted by the National Geodetic Survey in June 1991..
 DE0878
 DE0878.The geoid height was determined by GEOID03.
 DE0878
 DE0878.The dynamic height is computed by dividing the NAVD 88
 DE0878.geopotential number by the normal gravity value computed on the
 DE0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0878.degrees latitude (g = 980.6199 gals.).
 DE0878
 DE0878.The modeled gravity was interpolated from observed gravity values.
 DE0878
 DE0878;                    North         East    Units  Estimated Accuracy
 DE0878;SPC SC       -   166,870.      540,640.      MT  (+/- 180 meters Scaled)
 DE0878
 DE0878                          SUPERSEDED SURVEY CONTROL
 DE0878
 DE0878  NGVD 29 (??/??/92)  111.611  (m)          366.18   (f) ADJ UNCH    1 2
 DE0878
 DE0878.Superseded values are not recommended for survey control.
 DE0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0878.See file dsdata.txt to determine how the superseded data were derived.
 DE0878
 DE0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS310887(NAD 83)
 DE0878_MARKER: DD = SURVEY DISK
 DE0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0878_STAMPING: N 102934.70 E 50300 EL 366.298
 DE0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0878+STABILITY: SURFACE MOTION
 DE0878
 DE0878  HISTORY     - Date     Condition        Report By
 DE0878  HISTORY     - UNK      MONUMENTED       LOCENG
 DE0878  HISTORY     - 1961     GOOD             NGS
 DE0878
 DE0878                          STATION DESCRIPTION
 DE0878
 DE0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0878'17.2 MI N FROM ELLENTON.
 DE0878'ABOUT 6.1 MILES NORTHEAST ON THE SAVANNAH RIVER PLANT ROAD NO. 3
 DE0878'FROM THE ATLANTIC COAST LINE RAILROAD CROSSING, THENCE 7.7 MILES
 DE0878'NORTHWEST ON SAVANNAH RIVER PLANT ROAD NO. C, THENCE 0.5 MILE NORTH
 DE0878'ON SAVANNAH RIVER PLANT ROAD NO. 2, THENCE 2.85 MILES NORTHWEST ON
 DE0878'SAVANNAH RIVER PLANT ROAD NO. D, ALONG THE NORTHEAST-SOUTHWEST
 DE0878'FENCE LINE, AT THE EAST CORNER OF THE STEEL FENCE AROUND AREA M-300,
 DE0878'60 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF A RAILROAD TRACK
 DE0878'WHERE IT ENTERS THE FENCED-IN PORTION OF THE AREA, 36 1/2 FEET
 DE0878'SOUTHWEST OF THE FENCE CORNER, 3 1/2 FEET SOUTHEAST OF THE FENCE
 DE0878'LINE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 DE0878'TOP OF A CONCRETE POST WHICH IS 1 INCH BENEATH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1391 ***********************************************************************
 ED1391  DESIGNATION -  37 001
 ED1391  PID         -  ED1391
 ED1391  STATE/COUNTY-  SC/OCONEE
 ED1391  USGS QUAD   -  OAKWAY (1985)
 ED1391
 ED1391                         *CURRENT SURVEY CONTROL
 ED1391  ___________________________________________________________________
 ED1391* NAD 83(2001)-  34 35 57.82462(N)    083 07 24.13487(W)     ADJUSTED  
 ED1391* NAVD 88     -       258.9    (meters)     849.     (feet)  GPS OBS   
 ED1391  ___________________________________________________________________
 ED1391  X           -     629,308.163 (meters)                     COMP
 ED1391  Y           -  -5,218,167.919 (meters)                     COMP
 ED1391  Z           -   3,601,503.126 (meters)                     COMP
 ED1391  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ED1391  ELLIP HEIGHT-         228.28  (meters)          (12/20/99) GPS OBS
 ED1391  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 ED1391
 ED1391  HORZ ORDER  -  FIRST
 ED1391  ELLP ORDER  -  FOURTH    CLASS I
 ED1391
 ED1391.The horizontal coordinates were established by GPS observations
 ED1391.and adjusted by the National Geodetic Survey in March 2004..
 ED1391
 ED1391.The orthometric height was determined by GPS observations and a
 ED1391.high-resolution geoid model.
 ED1391
 ED1391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1391
 ED1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1391
 ED1391.The ellipsoidal height was determined by GPS observations
 ED1391.and is referenced to NAD 83.
 ED1391
 ED1391.The geoid height was determined by GEOID03.
 ED1391
 ED1391;                    North         East     Units Scale Factor Converg.
 ED1391;SPC SC       -   308,756.010   414,849.667   MT  0.99992526   -1 10 37.9
 ED1391;SPC SC       - 1,012,979.04  1,361,055.34   iFT  0.99992526   -1 10 37.9
 ED1391;SPC GA E     -   510,402.732   112,248.039   MT  0.99999488   -0 32 35.8
 ED1391;SPC GA E     - 1,674,546.30    368,267.11   sFT  0.99999488   -0 32 35.8
 ED1391;UTM  17      - 3,830,668.392   305,283.359   MT  1.00006734   -1 12 22.0
 ED1391
 ED1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1391!SPC SC       -   0.99996417  x   0.99992526  =   0.99988943
 ED1391!SPC GA E     -   0.99996417  x   0.99999488  =   0.99995905
 ED1391!UTM  17      -   0.99996417  x   1.00006734  =   1.00003150
 ED1391
 ED1391:                Primary Azimuth Mark                     Grid Az
 ED1391:SPC SC       -  37 001 AZ MK                             160 20 18.6
 ED1391:SPC GA E     -  37 001 AZ MK                             159 42 16.5
 ED1391:UTM  17      -  37 001 AZ MK                             160 22 02.7
 ED1391
 ED1391|---------------------------------------------------------------------|
 ED1391| PID    Reference Object                     Distance      Geod. Az  |
 ED1391|                                                           dddmmss.s |
 ED1391| ED1390 37 001 AZ MK                        APPROX. 0.6 KM 1590940.7 |
 ED1391|---------------------------------------------------------------------|
 ED1391
 ED1391                          SUPERSEDED SURVEY CONTROL
 ED1391
 ED1391  NAD 83(1995)-  34 35 57.82659(N)    083 07 24.11869(W) AD(       ) 1
 ED1391  NAD 83(1986)-  34 35 57.83486(N)    083 07 24.11886(W) AD(       ) 1
 ED1391  NAD 83(1986)-  34 35 57.83314(N)    083 07 24.13931(W) AD(       ) 2
 ED1391  NAD 27      -  34 35 57.47528(N)    083 07 24.59172(W) AD(       ) 2
 ED1391  NGVD 29 (07/19/86)  259.2    (m)          850.     (f) VERT ANG       
 ED1391
 ED1391.Superseded values are not recommended for survey control.
 ED1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1391.See file dsdata.txt to determine how the superseded data were derived.
 ED1391
 ED1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0528330668(NAD 83)
 ED1391_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1391_SP_SET: CONCRETE POST
 ED1391_STAMPING: HORZ 37 001 1980
 ED1391_MARK LOGO: SCGS  
 ED1391_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1391+STABILITY: SURFACE MOTION
 ED1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1391+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1992
 ED1391
 ED1391  HISTORY     - Date     Condition        Report By
 ED1391  HISTORY     - 1980     MONUMENTED       SCGS
 ED1391  HISTORY     - 1980     GOOD             SCGS
 ED1391  HISTORY     - 19921101 GOOD             NGS
 ED1391
 ED1391                          STATION DESCRIPTION
 ED1391
 ED1391'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1391'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) WEST OF OAKWAY, 8.0
 ED1391'KM (5.0 MI) SOUTHWEST OF WESTMINSTER ON THE WEST SIDE OF STATE
 ED1391'HIGHWAY 20.
 ED1391'OWNERSHIP--MR DENNIS DUNCAN, MOUNT TABOR COMMUNITY,
 ED1391'WESTMINSTER SC, PHONE 803-647-9755.
 ED1391'
 ED1391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND
 ED1391'123 (RETREAT AND WINDSOR STREETS) IN WESTMINISTER, ON THE WEST
 ED1391'SIDE OF TOWN.  GO SOUTH ON RETREAT STREET, WHICH BECOMES HIGHWAY
 ED1391'20 FOR 4.3 KM (2.75 MI) TO A CONCRETE BRIDGE OVER A SMALL STREAM.
 ED1391'CONTINUE SOUTH ON HIGHWAY 20 FOR 1.9 KM (1.2 MI) TO A DIAGONAL
 ED1391'CROSSROAD.  CONTINUE SOUTH ON HIGHWAY 20 FOR 2.2 KM (1.4 MI) TO
 ED1391'THE BRICK HOUSE OF DENNIS DUNCAN AND THE STATION ON THE RIGHT.
 ED1391'
 ED1391'THE STATION IS A STANDARD SCGS DISK
 ED1391'STAMPED---HORZ 37 001 1980---,
 ED1391'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1391'FLUSH WITH GROUND.  IT IS LOCATED
 ED1391'37.8 METERS (124.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 ED1391'BRICK HOUSE,
 ED1391'9.2 METERS (30.5 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 ED1391'PAVED DRIVE LEADING TO A BRICK HOUSE,
 ED1391'8.9 METERS (29.5 FT) WEST FROM THE APPROXIMATE CENTER OF THE
 ED1391'PAVED ROAD AND
 ED1391'3.24 METERS (10.5 FT) WEST FROM A METAL WITNESS POST.
 ED1391'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1391'STAMPED---HORZ 37 001 1980---,
 ED1391'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1391'
 ED1391'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1391'STAMPED---AZ MK 37 001 1980---,
 ED1391'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1391'FLUSH WITH GROUND.  IT IS LOCATED
 ED1391'57.3 METERS (188.0 FT) NORTH-NORTHEAST FROM A POWER POLE,
 ED1391'8.30 METERS (27.5 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 ED1391'PAVED ROAD,
 ED1391'1.30 METERS (4.5 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 ED1391'0.70 METER (2.5 FT) WEST FROM THE FENCE LINE.
 ED1391'
 ED1391'TO REACH AZIMUTH MARK FROM THE JUNCTION
 ED1391'OF STATE HIGHWAYS 20 AND 123 (RETREAT AND WINDSOR STREETS) IN
 ED1391'WESTMINISTER, ON THE WEST SIDE OF TOWN.  GO SOUTH ON RETREAT
 ED1391'STREET, WHICH BECOMES HIGHWAY 20 FOR 4.3 KM (2.75 MI) TO A
 ED1391'CONCRETE BRIDGE OVER A SMALL STREAM.  CONTINUE SOUTH ON HIGHWAY
 ED1391'20 FOR 1.9 KM (1.2 MI) TO A DIAGONAL CROSSROAD.  CONTINUE SOUTH
 ED1391'ON HIGHWAY 20 FOR 2.2 KM (1.4 MI) TO THE HOUSE OF MR. DUNCAN,
 ED1391'AND STATION 37 001 SCGS ON THE RIGHT.  CONTINUE SOUTH FOR 0.5 KM
 ED1391'(0.3 MI) TO THE STATION ON THE LEFT.
 ED1391'
 ED1391'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1391'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1391
 ED1391                          STATION RECOVERY (1980)
 ED1391
 ED1391'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1391'RECOVERED IN GOOD CONDITION.
 ED1391
 ED1391                          STATION RECOVERY (1992)
 ED1391
 ED1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED1391'STATION IS LOCATED 5.0 MILES (8.0 KM) SOUTHWEST OF WESTMINSTER.
 ED1391'OWNERSHIP--DENNIS DUNCAN, PHONE 803-647-9755.
 ED1391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123 (WEST
 ED1391'WINDSOR STREET) AND STATE HIGHWAY 183 (WESTMINSTER HIGHWAY) IN
 ED1391'WESTMINSTER, GO SOUTH SOUTHEAST ON HIGHWAYS 76 AND 123 FOR 0.35 MILE
 ED1391'(0.56 KM) TO THE JUNCTION OF STATE ROAD 20 (RETREAT STREET), TURN
 ED1391'RIGHT ON ROAD 20 FOR 4.0 MILES (6.4 KM) TO THE DIAGONAL CROSSROAD OF
 ED1391'PHILLIP LEAR ROAD RIGHT, CEDAR WOOD ROAD LEFT AND DOCTOR JOHN ROAD
 ED1391'AHEAD, CONTINUE AHEAD ON DOCTOR JOHN ROAD FOR 1.35 MILES (2.17 KM) TO
 ED1391'THE SECOND DRIVEWAY RIGHT TO A BRICK HOUSE AND THE STATION IN THE
 ED1391'SOUTHWEST ANGLE.
 ED1391'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 3.0 FEET
 ED1391'(0.9 M) ABOVE THE ROAD, 29.4 FEET (9.0 M) WEST OF THE CENTER OF THE
 ED1391'ROAD, 29.5 FEET (9.0 M) SOUTH OF THE CENTER OF THE DRIVEWAY, 80.5
 ED1391'FEET (24.5 M) SOUTH OF A 2.0-FOOT WHITE OAK TREE, 123.5 FEET
 ED1391'(37.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE, 10.2
 ED1391'FEET (3.1 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1390 ***********************************************************************
 ED1390  DESIGNATION -  37 001 AZ MK
 ED1390  PID         -  ED1390
 ED1390  STATE/COUNTY-  SC/OCONEE
 ED1390  USGS QUAD   -  OAKWAY (1985)
 ED1390
 ED1390                         *CURRENT SURVEY CONTROL
 ED1390  ___________________________________________________________________
 ED1390* NAD 83(2001)-  34 35 40.45379(N)    083 07 16.13926(W)     ADJUSTED  
 ED1390* NAVD 88     -       243.9    (meters)     800.     (feet)  VERTCON   
 ED1390  ___________________________________________________________________
 ED1390  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ED1390  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 ED1390
 ED1390  HORZ ORDER  -  SECOND
 ED1390
 ED1390.The horizontal coordinates were established by classical geodetic methods
 ED1390.and adjusted by the National Geodetic Survey in March 2004..
 ED1390
 ED1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1390
 ED1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1390
 ED1390.The geoid height was determined by GEOID03.
 ED1390
 ED1390;                    North         East     Units Scale Factor Converg.
 ED1390;SPC SC       -   308,216.702   415,042.359   MT  0.99992390   -1 10 33.5
 ED1390;SPC SC       - 1,011,209.65  1,361,687.53   iFT  0.99992390   -1 10 33.5
 ED1390;UTM  17      - 3,830,128.910   305,475.806   MT  1.00006642   -1 12 16.9
 ED1390
 ED1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1390!SPC SC       -   0.99996653  x   0.99992390  =   0.99989043
 ED1390!UTM  17      -   0.99996653  x   1.00006642  =   1.00003295
 ED1390
 ED1390                          SUPERSEDED SURVEY CONTROL
 ED1390
 ED1390  NAD 83(1986)-  34 35 40.46416(N)    083 07 16.12331(W) AD(       ) 2
 ED1390  NAD 83(1986)-  34 35 40.46252(N)    083 07 16.14391(W) AD(       ) 2
 ED1390  NAD 27      -  34 35 40.10420(N)    083 07 16.59676(W) AD(       ) 2
 ED1390  NGVD 29 (07/19/86)  243.9    (m)          800.     (f) VERT ANG       
 ED1390
 ED1390.Superseded values are not recommended for survey control.
 ED1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1390.See file dsdata.txt to determine how the superseded data were derived.
 ED1390
 ED1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0547630129(NAD 83)
 ED1390_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1390_SP_SET: CONCRETE POST
 ED1390_STAMPING: AZ MK 37 001 1980
 ED1390_MARK LOGO: SCGS  
 ED1390_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1390+STABILITY: SURFACE MOTION
 ED1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1390+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 ED1390
 ED1390  HISTORY     - Date     Condition        Report By
 ED1390  HISTORY     - 1980     MONUMENTED       SCGS
 ED1390  HISTORY     - 1980     GOOD             SCGS
 ED1390  HISTORY     - 19920624 GOOD             SCGS
 ED1390
 ED1390                          STATION DESCRIPTION
 ED1390
 ED1390'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1390'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) WEST OF OAKWAY,
 ED1390'8.0 KM (5.0 MI) SOUTHWEST OF WESTMINISTER ON THE EAST SIDE
 ED1390'OF STATE HIGHWAY 20 AND ON THE HIGHWAY RIGHT-OF-WAY.
 ED1390'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1390'PO BOX 191, COLUMBIA SC 20292, PHONE 803-758-3414.
 ED1390'
 ED1390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND
 ED1390'123 (RETREAT AND WINDSOR STREETS) IN WESTMINISTER, ON THE WEST
 ED1390'SIDE OF TOWN, GO SOUTH ON RETREAT STREET WHICH BECOMES HIGHWAY
 ED1390'20 FOR 4.3 KM (2.75 MI) TO A CONCRETE BRIDGE OVER A SMALL STREAM,
 ED1390'CONTINUE SOUTH ON HIGHWAY 20 FOR 1.9 KM (1.2 MI) TO A DIAGONAL
 ED1390'CROSSROAD, CONTINUE SOUTH ON HIGHWAY 20 FOR 2.2 KM (1.4 MI) TO
 ED1390'THE BRICK HOUSE OF DENNIS DUNCAN AND
 ED1390'STATION 37 001 SCGS ON THE RIGHT.
 ED1390'CONTINUE SOUTH FOR 0.5 KM (0.3 MI) TO THE AZIMUTH ON THE LEFT.
 ED1390'
 ED1390'THE STATION IS A STANDARD SCGS DISK
 ED1390'STAMPED---37 001 AZ MK 1980---,
 ED1390'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1390'FLUSH WITH GROUND.  IT IS LOCATED
 ED1390'57.3 METERS (188.0 FT) NORTH-NORTHEAST FROM A POWER POLE,
 ED1390'8.30 METERS (27.5 FT) EAST FROM THE APPROXIMATE CENTER OF A
 ED1390'PAVED ROAD,
 ED1390'1.30 METERS (4.5 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 ED1390'0.70 METER (2.5 FT) WEST FROM THE FENCE LINE.
 ED1390'
 ED1390'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1390'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1390
 ED1390                          STATION RECOVERY (1980)
 ED1390
 ED1390'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1390'RECOVERED IN GOOD CONDITION.
 ED1390
 ED1390                          STATION RECOVERY (1992)
 ED1390
 ED1390'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1390'STATION IS LOCATED 5.3 MILES SOUTHWEST OF WESTMINSTER.
 ED1390'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1390'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED1390'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123 (WEST
 ED1390'WINDSOR STREET) AND STATE HIGHWAY 183 (WESTMINSTER HIGHWAY) IN
 ED1390'WESTMINSTER, GO SOUTH SOUTHEAST ON HIGHWAYS 76 AND 123 FOR 0.35 MILE
 ED1390'TO THE JUNCTION OF STATE ROAD 20 (RETREAT STREET), TURN RIGHT ON ROAD
 ED1390'20 FOR 4.0 MILES TO THE DIAGONAL CROSSROAD OF PHILLIP LEAR ROAD RIGHT,
 ED1390'CEDAR WOOD ROAD LEFT AND DOCTOR JOHN ROAD AHEAD, CONTINUE AHEAD ON
 ED1390'DOCTOR JOHN ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT NEAR A FENCE
 ED1390'LINE.
 ED1390'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 0.5 FOOT BELOW THE
 ED1390'ROAD, 27.0 FT EAST OF THE CENTER OF THE ROAD, 2.3 FT WEST OF THE
 ED1390'FENCE LINE, 55.1 FT NORTH NORTHWEST OF A 1.0 FOOT PINE TREE WITH A
 ED1390'SCGS REFERENCE WASHER ATTACHED, 4.3 FT SOUTH SOUTHWEST OF A WITNESS
 ED1390'POST.
 ED1390'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 37 001.
 ED1390'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1386 ***********************************************************************
 ED1386  DESIGNATION -  37 002
 ED1386  PID         -  ED1386
 ED1386  STATE/COUNTY-  SC/OCONEE
 ED1386  USGS QUAD   -  WESTMINSTER (1980)
 ED1386
 ED1386                         *CURRENT SURVEY CONTROL
 ED1386  ___________________________________________________________________
 ED1386* NAD 83(2001)-  34 39 49.79797(N)    083 04 13.47752(W)     ADJUSTED  
 ED1386* NAVD 88     -       286.187  (meters)     938.93   (feet)  ADJUSTED  
 ED1386  ___________________________________________________________________
 ED1386  X           -     633,643.784 (meters)                     COMP
 ED1386  Y           -  -5,213,573.437 (meters)                     COMP
 ED1386  Z           -   3,607,400.573 (meters)                     COMP
 ED1386  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 ED1386  ELLIP HEIGHT-         255.52  (meters)          (12/20/99) GPS OBS
 ED1386  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 ED1386  DYNAMIC HT  -         285.886 (meters)     937.94  (feet)  COMP
 ED1386  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 ED1386
 ED1386  HORZ ORDER  -  FIRST
 ED1386  VERT ORDER  -  FIRST     CLASS II
 ED1386  ELLP ORDER  -  FOURTH    CLASS I
 ED1386
 ED1386.The horizontal coordinates were established by GPS observations
 ED1386.and adjusted by the National Geodetic Survey in March 2004..
 ED1386
 ED1386.The orthometric height was determined by differential leveling
 ED1386.and adjusted by the National Geodetic Survey in August 1993..
 ED1386
 ED1386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1386
 ED1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1386
 ED1386.The ellipsoidal height was determined by GPS observations
 ED1386.and is referenced to NAD 83.
 ED1386
 ED1386.The geoid height was determined by GEOID03.
 ED1386
 ED1386.The dynamic height is computed by dividing the NAVD 88
 ED1386.geopotential number by the normal gravity value computed on the
 ED1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1386.degrees latitude (g = 980.6199 gals.).
 ED1386
 ED1386.The modeled gravity was interpolated from observed gravity values.
 ED1386
 ED1386;                    North         East     Units Scale Factor Converg.
 ED1386;SPC SC       -   315,803.802   419,849.590   MT  0.99994417   -1 08 52.2
 ED1386;SPC SC       - 1,036,101.71  1,377,459.28   iFT  0.99994417   -1 08 52.2
 ED1386;UTM  17      - 3,837,714.460   310,287.514   MT  1.00004362   -1 10 40.5
 ED1386
 ED1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1386!SPC SC       -   0.99995989  x   0.99994417  =   0.99990406
 ED1386!UTM  17      -   0.99995989  x   1.00004362  =   1.00000351
 ED1386
 ED1386:                Primary Azimuth Mark                     Grid Az
 ED1386:SPC SC       -  OAKWAY LOT                               155 03 10.9
 ED1386:UTM  17      -  OAKWAY LOT                               155 04 59.2
 ED1386
 ED1386|---------------------------------------------------------------------|
 ED1386| PID    Reference Object                     Distance      Geod. Az  |
 ED1386|                                                           dddmmss.s |
 ED1386| ED1392 OAKWAY LOT                          APPROX. 6.5 KM 1535418.7 |
 ED1386| ED1384 37 002 AZ MK                        307.551 METERS 26953     |
 ED1386|---------------------------------------------------------------------|
 ED1386
 ED1386                          SUPERSEDED SURVEY CONTROL
 ED1386
 ED1386  NAD 83(1995)-  34 39 49.79731(N)    083 04 13.47781(W) AD(       ) 1
 ED1386  NAD 83(1986)-  34 39 49.80559(N)    083 04 13.47796(W) AD(       ) 1
 ED1386  NAD 83(1986)-  34 39 49.81526(N)    083 04 13.48033(W) AD(       ) 2
 ED1386  NAD 27      -  34 39 49.46109(N)    083 04 13.93527(W) AD(       ) 2
 ED1386  NAVD 88 (08/31/93)  286.19   (m)          938.9    (f) LEVELING    3  
 ED1386  NGVD 29 (12/12/91)  286.206  (m)          938.99   (f) ADJUSTED    1 2
 ED1386
 ED1386.Superseded values are not recommended for survey control.
 ED1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1386.See file dsdata.txt to determine how the superseded data were derived.
 ED1386
 ED1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1028837714(NAD 83)
 ED1386_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1386_SP_SET: CONCRETE POST
 ED1386_STAMPING: HORZ 37 002 1980
 ED1386_MARK LOGO: SCGS  
 ED1386_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1386+STABILITY: SURFACE MOTION
 ED1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1386+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 ED1386
 ED1386  HISTORY     - Date     Condition        Report By
 ED1386  HISTORY     - 1980     MONUMENTED       SCGS
 ED1386  HISTORY     - 1980     GOOD             SCGS
 ED1386  HISTORY     - 19910425 GOOD             SCGS
 ED1386  HISTORY     - 19921101 GOOD             NGS
 ED1386  HISTORY     - 20030322 GOOD             USPSQD
 ED1386
 ED1386                          STATION DESCRIPTION
 ED1386
 ED1386'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1386'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) WEST SOUTHWEST OF
 ED1386'SENECA, 12.1 KM (7.5 MI) SOUTH OF WALHALLA, 2.4 KM (1.5 MI) EAST
 ED1386'SOUTHEAST OF WESTMINISTER.
 ED1386'OWNERSHIP--JAMES SPEARMAN, DUNLAP ENGINEERING DEPT, WESTMINISTER
 ED1386'SC 29693.
 ED1386'
 ED1386'TO REACH THE STATION FROM THE POST OFFICE IN WESTMINISTER.  GO
 ED1386'EAST ON U.S. HIGHWAY 123 FOR 1.1 KM (0.65 MI) TO THE JUNCTION
 ED1386'WITH STATE HIGHWAY 24.  CONTINUE EAST ON HIGHWAY 123 FOR 1.45 KM
 ED1386'(0.95 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON HIGHWAY
 ED1386'123 FOR 0.5 KM (0.3 MI) TO THE ENTRANCE TO THE DUNLAP PLANT ON
 ED1386'THE RIGHT.  TURN RIGHT AND GO SOUTH AND WEST AROUND THE SOUTH END
 ED1386'OF THE PLANT FOR 0.4 KM (0.25 MI) TO THE WATER TANK AND THE
 ED1386'STATION.
 ED1386'
 ED1386'THE STATION IS A STANDARD SCGS DISK
 ED1386'STAMPED---HORZ 37 002 1980---,
 ED1386'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1386'FLUSH WITH GROUND.  IT IS LOCATED
 ED1386'39.0 METERS (128.0 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 ED1386'DUNLAP BUILDING,
 ED1386'21.7 METERS (71.5 FT) WEST FROM THE CENTERLINE OF A NORTH-SOUTH
 ED1386'DRIVE LEADING TO A LOADING RAMP,
 ED1386'10.7 METERS (35.0 FT) SOUTHWEST FROM THE SOUTHWESTERLY ONE OF
 ED1386'FIVE RED METERS,
 ED1386'3.7 METERS (12.5 FT) SOUTH FROM A METAL WITNESS POST NEAR
 ED1386'A MANHOLE COVER AND
 ED1386'2.3 METERS (7.7 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 ED1386'FOUNDATION TO THE WATER TANK.
 ED1386'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1386'STAMPED---HORZ 37 002 1980---,
 ED1386'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1386'
 ED1386'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1386'STAMPED---AZ MK 37 002 1980---,
 ED1386'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1386'FLUSH WITH GROUND.  IT IS LOCATED
 ED1386'24.0 METERS (79.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 ED1386'A BRICK HOUSE,
 ED1386'23.5 METERS (77.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED1386'CENTERLINE OF HIGHWAY 123 AND 76,
 ED1386'5.1 METERS (16.7 FT) NORTHWEST FROM A METAL WITNESS POST
 ED1386'AND
 ED1386'3.04 METERS (10.0 FT) NORTHWEST FROM  POWER POLE NUMBER 166.
 ED1386'
 ED1386'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1386'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1386
 ED1386                          STATION RECOVERY (1980)
 ED1386
 ED1386'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1386'STATION IS LOCATED IN WESTMINSTER.  OWNERSHIP--DUNLOP SLAZENGER
 ED1386'CORPORATION, P.O. BOX 604, HIGHWAY 123, WESTMINSTER, SC 29693, PHONE
 ED1386'803-647-4000.
 ED1386'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123 (EAST
 ED1386'MAIN STREET) AND STATE HIGHWAY 24 (WEST OAK HIGHWAY) IN WESTMINSTER,
 ED1386'GO EAST SOUTHEAST ON HIGHWAY 76 AND 123 FOR 1.3 MILES (2.1 KM) TO THE
 ED1386'JUNCTION OF STATE ROAD 515 (SKYLAND DRIVE) AND THE ENTRANCE TO THE
 ED1386'DUNLOP COMPANY, TURN RIGHT ON THE ENTRANCE DRIVE FOR 0.4 MILE
 ED1386'(0.6 KM) AROUND TO THE LEFT OF THE PLANT TO THE STATION AT THE BASE
 ED1386'OF A WATER TANK.
 ED1386'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE DRIVE,
 ED1386'7.6 FEET (2.3 M) NORTHWEST OF THE NORTHWEST FACE OF THE CONCRETE
 ED1386'FOUNDATION OF THE TANK, 11.0 FEET (3.4 M) SOUTH OF THE SOUTH CORNER
 ED1386'OF A SQUARE CONCRETE MANHOLE, 70.0 FEET (21.3 M) WEST OF THE CENTER
 ED1386'OF THE DRIVE, 127.9 FEET (39.0 M) WEST OF THE NORTH SIDE OF A METAL
 ED1386'GARAGE DOOR IN THE BUILDING, 12.2 FEET (3.7 M) SOUTH OF A WITNESS
 ED1386'POST.  RECOVERED BY C.E. GEOGHEGAN.
 ED1386
 ED1386                          STATION RECOVERY (1991)
 ED1386
 ED1386'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1386'RECOVERED IN GOOD CONDITION.
 ED1386
 ED1386                          STATION RECOVERY (1992)
 ED1386
 ED1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED1386'RECOVERED IN GOOD CONDITION.
 ED1386
 ED1386                          STATION RECOVERY (2003)
 ED1386
 ED1386'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRP)
 ED1386'CONTACT LT ED LYDA, PLANT SECURITY 864 647 0456.  COMPANY NOW KNOWN AS
 ED1386'DUNLOP SPORTS, INC.  LOGO ON SIDE OF TANK IS MAXFLI.  MARK UNDER ABOUT
 ED1386'6 INCHES SOD. COORDINATES ARE  N34 39 49.7,W083 04 13.4 PER GPS
 ED1386'SAMPLED FOR 10 MINUTES.
 ED1386' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1384 ***********************************************************************
 ED1384  DESIGNATION -  37 002 AZ MK
 ED1384  PID         -  ED1384
 ED1384  STATE/COUNTY-  SC/OCONEE
 ED1384  USGS QUAD   -  WESTMINSTER (1980)
 ED1384
 ED1384                         *CURRENT SURVEY CONTROL
 ED1384  ___________________________________________________________________
 ED1384* NAD 83(2001)-  34 39 49.77662(N)    083 04 25.55676(W)     ADJUSTED  
 ED1384* NAVD 88     -       284.548  (meters)     933.55   (feet)  ADJUSTED  
 ED1384  ___________________________________________________________________
 ED1384  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 ED1384  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 ED1384  DYNAMIC HT  -         284.248 (meters)     932.57  (feet)  COMP
 ED1384  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 ED1384
 ED1384  HORZ ORDER  -  SECOND
 ED1384  VERT ORDER  -  FIRST     CLASS II
 ED1384
 ED1384.The horizontal coordinates were established by classical geodetic methods
 ED1384.and adjusted by the National Geodetic Survey in March 2004..
 ED1384
 ED1384.The orthometric height was determined by differential leveling
 ED1384.and adjusted by the National Geodetic Survey in August 1993..
 ED1384
 ED1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1384
 ED1384.The geoid height was determined by GEOID03.
 ED1384
 ED1384.The dynamic height is computed by dividing the NAVD 88
 ED1384.geopotential number by the normal gravity value computed on the
 ED1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1384.degrees latitude (g = 980.6199 gals.).
 ED1384
 ED1384.The modeled gravity was interpolated from observed gravity values.
 ED1384
 ED1384;                    North         East     Units Scale Factor Converg.
 ED1384;SPC SC       -   315,809.310   419,542.105   MT  0.99994417   -1 08 58.9
 ED1384;SPC SC       - 1,036,119.78  1,376,450.48   iFT  0.99994417   -1 08 58.9
 ED1384;UTM  17      - 3,837,720.130   309,980.001   MT  1.00004506   -1 10 47.4
 ED1384
 ED1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1384!SPC SC       -   0.99996016  x   0.99994417  =   0.99990433
 ED1384!UTM  17      -   0.99996016  x   1.00004506  =   1.00000522
 ED1384
 ED1384                          SUPERSEDED SURVEY CONTROL
 ED1384
 ED1384  NAD 83(1986)-  34 39 49.78432(N)    083 04 25.55716(W) AD(       ) 2
 ED1384  NAD 83(1986)-  34 39 49.79411(N)    083 04 25.55955(W) AD(       ) 2
 ED1384  NAD 27      -  34 39 49.44004(N)    083 04 26.01414(W) AD(       ) 2
 ED1384  NGVD 29 (12/12/91)  284.567  (m)          933.62   (f) ADJUSTED    1 2
 ED1384
 ED1384.Superseded values are not recommended for survey control.
 ED1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1384.See file dsdata.txt to determine how the superseded data were derived.
 ED1384
 ED1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0998037720(NAD 83)
 ED1384_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1384_SP_SET: CONCRETE POST
 ED1384_STAMPING: AZ MK 37 002 1980
 ED1384_MARK LOGO: SCGS  
 ED1384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1384+STABILITY: SURFACE MOTION
 ED1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1384+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 ED1384
 ED1384  HISTORY     - Date     Condition        Report By
 ED1384  HISTORY     - 1980     MONUMENTED       SCGS
 ED1384  HISTORY     - 1980     GOOD             SCGS
 ED1384  HISTORY     - 19910425 GOOD             SCGS
 ED1384  HISTORY     - 19920624 GOOD             SCGS
 ED1384
 ED1384                          STATION DESCRIPTION
 ED1384
 ED1384'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1384'THE STATION IS LOCATED ON THE EAST EDGE OF WESTMINSTER ON THE
 ED1384'NORTH SIDE OF HIGHWAY 123 AND 76, BETWEEN TWO DRIVEWAYS ACROSS
 ED1384'THE ROAD FROM THE DUNLOP SPORT PLANT TESTING RANGE.
 ED1384'OWNERSHIP--MR JERRY JACKSON, 1705 E MAIN STREET,
 ED1384'WESTMINSTER SC, PHONE  803-647-9087.
 ED1384'
 ED1384'TO REACH THE STATION FROM THE POST OFFICE IN WESTMINSTER, GO EAST
 ED1384'ON U S HIGHWAY 123 AND 76 FOR 1.1 KM (0.65 MI) TO THE JUNCTION
 ED1384'WITH STATE HIGHWAY 24.  CONTINUE EAST ON 123 AND 76 FOR 1.45 KM
 ED1384'(0.85 MI) TO THE STATION ON THE LEFT, BEHIND POWER POLE NUMBER 166.
 ED1384'
 ED1384'THE STATION IS A STANDARD SCGS DISK
 ED1384'STAMPED---AZ MK 37 002 1980---,
 ED1384'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1384'FLUSH WITH GROUND.  IT IS LOCATED
 ED1384'24.0 METERS (79.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 ED1384'A BRICK HOUSE,
 ED1384'23.5 METERS (75.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED1384'HIGHWAYS 123 AND 76,
 ED1384'5.1 METERS (16.7 FT) NORTHWEST FROM A METAL WITNESS POST AND
 ED1384'3.04 METERS (10.0 FT) NORTHWEST FROM POWERPOLE NUMBER 166.
 ED1384'
 ED1384'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1384'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1384
 ED1384                          STATION RECOVERY (1980)
 ED1384
 ED1384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1384'RECOVERED IN GOOD CONDITION.
 ED1384
 ED1384                          STATION RECOVERY (1991)
 ED1384
 ED1384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1384'STATION IS LOCATED IN WESTMINSTER.  OWNERSHIP--JERRY JACKSON, 1705
 ED1384'EAST MAIN STREET, WESTMINSTER, SC 29693.  TO REACH THE STATION FROM
 ED1384'THE JUNCTION OF U.S. HIGHWAYS 76, 123 (EAST MAIN STREET) AND STATE
 ED1384'HIGHWAY 24 (WEST OAK HIGHWAY) IN WESTMINSTER, GO EAST SOUTHEAST ON
 ED1384'HIGHWAY 76 AND 123 FOR 1.05 MILES (1.69 KM) TO THE 1ST OF TWO
 ED1384'CONCRETE DRIVEWAYS AND THE STATION NEAR A POWER POLE BETWEEN THEM.
 ED1384'STATION IS A CONCRETE POST RECESSED 3-INCHES AND 2.0 FEET ABOVE THE
 ED1384'HIGHWAY, 63.3 FEET NORTHWEST OF THE CENTER OF THE WESTBOUND LANES OF
 ED1384'THE HIGHWAY, 8.3 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE DRIVEWAY
 ED1384'LEADING TO A BRICK HOUSE, 21.1 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 ED1384'OF THE DRIVEWAY LEADING TO A WOODEN HOUSE, 10.4 FEET NORTHWEST OF THE
 ED1384'POWER POLE NUMBER 19 WITH A TRANSFORMER, 78.7 FEET EAST OF THE EAST
 ED1384'CORNER OF THE GARAGE ON THE BRICK HOUSE, 16.6 FEET NORTHWEST OF A
 ED1384'WITNESS POST.  RECOVERED BY C.E. GEOGHEGAN.
 ED1384
 ED1384                          STATION RECOVERY (1992)
 ED1384
 ED1384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1388 ***********************************************************************
 ED1388  DESIGNATION -  37 003
 ED1388  PID         -  ED1388
 ED1388  STATE/COUNTY-  SC/OCONEE
 ED1388  USGS QUAD   -  OAKWAY (1985)
 ED1388
 ED1388                         *CURRENT SURVEY CONTROL
 ED1388  ___________________________________________________________________
 ED1388* NAD 83(2001)-  34 34 21.49703(N)    083 01 47.21429(W)     ADJUSTED  
 ED1388* NAVD 88     -       296.4    (meters)     972.     (feet)  GPS OBS   
 ED1388  ___________________________________________________________________
 ED1388  X           -     638,039.086 (meters)                     COMP
 ED1388  Y           -  -5,218,836.137 (meters)                     COMP
 ED1388  Z           -   3,599,080.527 (meters)                     COMP
 ED1388  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 ED1388  ELLIP HEIGHT-         265.68  (meters)          (12/20/99) GPS OBS
 ED1388  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 ED1388
 ED1388  HORZ ORDER  -  FIRST
 ED1388  ELLP ORDER  -  FOURTH    CLASS I
 ED1388
 ED1388.The horizontal coordinates were established by GPS observations
 ED1388.and adjusted by the National Geodetic Survey in March 2004..
 ED1388
 ED1388.The orthometric height was determined by GPS observations and a
 ED1388.high-resolution geoid model.
 ED1388
 ED1388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1388
 ED1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1388
 ED1388.The ellipsoidal height was determined by GPS observations
 ED1388.and is referenced to NAD 83.
 ED1388
 ED1388.The geoid height was determined by GEOID03.
 ED1388
 ED1388;                    North         East     Units Scale Factor Converg.
 ED1388;SPC SC       -   305,616.032   423,374.005   MT  0.99991778   -1 07 31.1
 ED1388;SPC SC       - 1,002,677.27  1,389,022.33   iFT  0.99991778   -1 07 31.1
 ED1388;UTM  17      - 3,827,523.875   313,807.239   MT  1.00002732   -1 09 07.7
 ED1388
 ED1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1388!SPC SC       -   0.99995830  x   0.99991778  =   0.99987608
 ED1388!UTM  17      -   0.99995830  x   1.00002732  =   0.99998562
 ED1388
 ED1388:                Primary Azimuth Mark                     Grid Az
 ED1388:SPC SC       -  37 003 AZ MK                             049 40 32.7
 ED1388:UTM  17      -  37 003 AZ MK                             049 42 09.3
 ED1388
 ED1388|---------------------------------------------------------------------|
 ED1388| PID    Reference Object                     Distance      Geod. Az  |
 ED1388|                                                           dddmmss.s |
 ED1388| ED1387 37 003 AZ MK                        APPROX. 0.7 KM 0483301.6 |
 ED1388|---------------------------------------------------------------------|
 ED1388
 ED1388                          SUPERSEDED SURVEY CONTROL
 ED1388
 ED1388  NAD 83(1995)-  34 34 21.49716(N)    083 01 47.21424(W) AD(       ) 1
 ED1388  NAD 83(1986)-  34 34 21.50542(N)    083 01 47.21438(W) AD(       ) 1
 ED1388  NAD 83(1986)-  34 34 21.50497(N)    083 01 47.21134(W) AD(       ) 2
 ED1388  NAD 27      -  34 34 21.14194(N)    083 01 47.67465(W) AD(       ) 2
 ED1388  NGVD 29 (07/19/86)  296.6    (m)          973.     (f) VERT ANG       
 ED1388
 ED1388.Superseded values are not recommended for survey control.
 ED1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1388.See file dsdata.txt to determine how the superseded data were derived.
 ED1388
 ED1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1380727524(NAD 83)
 ED1388_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1388_SP_SET: CONCRETE POST
 ED1388_STAMPING: HORZ 37 003 1980
 ED1388_MARK LOGO: SCGS  
 ED1388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1388+STABILITY: SURFACE MOTION
 ED1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1388+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 ED1388
 ED1388  HISTORY     - Date     Condition        Report By
 ED1388  HISTORY     - 1980     MONUMENTED       SCGS
 ED1388  HISTORY     - 1980     GOOD             SCGS
 ED1388  HISTORY     - 19921101 GOOD             NGS
 ED1388  HISTORY     - 20050328 GOOD             USPSQD
 ED1388
 ED1388                          STATION DESCRIPTION
 ED1388
 ED1388'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1388'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF
 ED1388'SENECA, 11.3 KM (7.0 MI) SOUTHEAST OF WESTMINSTER AND 4.0 KM (2.5 MI)
 ED1388'SOUTH-SOUTHEAST OF OAKWAY AND ON HIGHWAY RIGHT-OF-WAY.
 ED1388'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1388'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1388'
 ED1388'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 182 AND
 ED1388'24 IN OAKWAY, GO SOUTH ON HIGHWAY 182 FOR 0.8 KM (0.5 MI) TO A
 ED1388'REVERSE FORK, CONTINUE STRAIGHT AHEAD FOR 2.1 KM (1.3 MI) TO A
 ED1388'BRICK HOUSE AND THE AZIMUTH IS ON THE LEFT BY A POWER LINE POLE
 ED1388'WITH A TRANSFORMER.  CONTINUE SOUTH ON HIGHWAY 182 FOR 0.6 KM
 ED1388'(0.4 MI) TO THE JUNCTION WITH SPEARMAN ROAD, (STATE HIGHWAY 86).
 ED1388'TURN RIGHT AND GO WEST ON SPEARMAN ROAD FOR 0.1 KM (0.05 MI)
 ED1388'TO THE STATION ON THE RIGHT.
 ED1388'
 ED1388'THE STATION IS A STANDARD SCGS DISK
 ED1388'STAMPED---HORZ 37 013 1980---,
 ED1388'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1388'FLUSH WITH GROUND.  IT IS LOCATED
 ED1388'8.5 METERS (28.0 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 ED1388'PAVED ROAD,
 ED1388'1.6 METERS (5.5 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST AND
 ED1388'0.8 METER (2.5 FT) SOUTH FROM THE FENCE LINE.
 ED1388'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1388'STAMPED---HORZ 37 013 1980---,
 ED1388'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1388'
 ED1388'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED1388'STAMPED---AZ MK 37 003 1980---,
 ED1388'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1388'FLUSH WITH GROUND.  IT IS LOCATED
 ED1388'24.0 METERS (78.8 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 ED1388'A BRICK HOUSE,
 ED1388'22.7 METERS (75.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 ED1388'CENTER OF THE PAVED DRIVE LEADING TO THE BRICK HOUSE,
 ED1388'8.3 METERS (27.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED1388'OF THE PAVED ROAD AND
 ED1388'1.37 METERS (4.0 FT) EAST-SOUTHEAST FROM A POWER POLE WITH A
 ED1388'TRANSFORMER AND JUNCTION BOX.
 ED1388'
 ED1388'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1388'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1388
 ED1388                          STATION RECOVERY (1980)
 ED1388
 ED1388'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1388'RECOVERED IN GOOD CONDITION.
 ED1388
 ED1388                          STATION RECOVERY (1992)
 ED1388
 ED1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED1388'STATION IS LOCATED 9.0 MILES (14.5 KM) SOUTHWEST OF SENECA, 7.0 MILES
 ED1388'(11.3 KM) SOUTHEAST OF WESTMINSTER. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED1388'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1388'803-737-1350.
 ED1388'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 (WEST OAK
 ED1388'HIGHWAY) AND 182 (OAKWAY ROAD) IN OAKWAY, GO SOUTHEAST ON HIGHWAY 182
 ED1388'FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF STATE ROAD 86 (EAST
 ED1388'SPEARMAN ROAD), TURN RIGHT ON ROAD 86 FOR 0.15 MILE (0.24 KM) TO THE
 ED1388'STATION ON THE RIGHT NEAR A FENCE LINE.
 ED1388'STATION IS A CONCRETE POST RECESSED 0.4 FOOT (12.2 CM) AND LEVEL WITH
 ED1388'THE ROAD, 27.7 FEET (8.4 M) NORTH NORTHEAST OF THE CENTER OF THE
 ED1388'ROAD, 5.4 FEET (1.6 M) SOUTH SOUTHWEST OF THE FENCE LINE, 8.0 FEET
 ED1388'(2.4 M) SOUTHEAST OF A FENCE POST WITH A SCGS REFERENCE WASHER
 ED1388'ATTACHED, 5.4 FEET (1.6 M) WEST OF A WITNESS POST.
 ED1388'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 37 003 AZ MK.
 ED1388
 ED1388                          STATION RECOVERY (2005)
 ED1388
 ED1388'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1387 ***********************************************************************
 ED1387  DESIGNATION -  37 003 AZ MK
 ED1387  PID         -  ED1387
 ED1387  STATE/COUNTY-  SC/OCONEE
 ED1387  USGS QUAD   -  OAKWAY (1985)
 ED1387
 ED1387                         *CURRENT SURVEY CONTROL
 ED1387  ___________________________________________________________________
 ED1387* NAD 83(2001)-  34 34 36.00121(N)    083 01 27.35814(W)     ADJUSTED  
 ED1387* NAVD 88     -       297.8    (meters)     977.     (feet)  VERTCON   
 ED1387  ___________________________________________________________________
 ED1387  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ED1387  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 ED1387
 ED1387  HORZ ORDER  -  SECOND
 ED1387
 ED1387.The horizontal coordinates were established by classical geodetic methods
 ED1387.and adjusted by the National Geodetic Survey in March 2004..
 ED1387
 ED1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1387
 ED1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1387
 ED1387.The geoid height was determined by GEOID03.
 ED1387
 ED1387;                    North         East     Units Scale Factor Converg.
 ED1387;SPC SC       -   306,052.926   423,888.731   MT  0.99991890   -1 07 20.1
 ED1387;SPC SC       - 1,004,110.65  1,390,711.06   iFT  0.99991890   -1 07 20.1
 ED1387;UTM  17      - 3,827,960.574   314,322.226   MT  1.00002496   -1 08 56.8
 ED1387
 ED1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1387!SPC SC       -   0.99995807  x   0.99991890  =   0.99987697
 ED1387!UTM  17      -   0.99995807  x   1.00002496  =   0.99998303
 ED1387
 ED1387                          SUPERSEDED SURVEY CONTROL
 ED1387
 ED1387  NAD 83(1986)-  34 34 36.00989(N)    083 01 27.35854(W) AD(       ) 2
 ED1387  NAD 83(1986)-  34 34 36.00973(N)    083 01 27.35580(W) AD(       ) 2
 ED1387  NAD 27      -  34 34 35.64686(N)    083 01 27.81950(W) AD(       ) 2
 ED1387  NGVD 29 (07/19/86)  297.8    (m)          977.     (f) VERT ANG       
 ED1387
 ED1387.Superseded values are not recommended for survey control.
 ED1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1387.See file dsdata.txt to determine how the superseded data were derived.
 ED1387
 ED1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1432227961(NAD 83)
 ED1387_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1387_SP_SET: CONCRETE POST
 ED1387_STAMPING: AZ MK 37 003 1980
 ED1387_MARK LOGO: SCGS  
 ED1387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1387+STABILITY: SURFACE MOTION
 ED1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1387+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 ED1387
 ED1387  HISTORY     - Date     Condition        Report By
 ED1387  HISTORY     - 1980     MONUMENTED       SCGS
 ED1387  HISTORY     - 1980     GOOD             SCGS
 ED1387  HISTORY     - 19920625 GOOD             SCGS
 ED1387  HISTORY     - 20040320 GOOD             USPSQD
 ED1387
 ED1387                          STATION DESCRIPTION
 ED1387
 ED1387'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1387'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF SENECA,
 ED1387'11.3 KM (7.0 MI) SOUTHEAST OF WESTMINSTER AND 4.0 KM (2.5 MI)
 ED1387'SOUTH-SOUTHEAST OF OAKWAY AND ON STATE HIGHWAY RIGHT-OF-WAY.
 ED1387'OWNERSHIP--GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1387'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1387'
 ED1387'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 182 AND
 ED1387'24 IN OAKWAY, GO SOUTH ON HIGHWAY 182 FOR 0.8 KM (0.5 MI) TO A
 ED1387'REVERSE FORK, CONTINUE STRAIGHT AHEAD FOR 2.1 KM (1.3 MI) TO A
 ED1387'BRICK HOUSE AND THE STATION ON THE LEFT BY A POWER LINE POLE
 ED1387'WITH A TRANSFORMER.
 ED1387'
 ED1387'THE STATION IS A STANDARD SCGS DISK
 ED1387'STAMPED---37 003 AZ MK SCGS---,
 ED1387'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1387'FLUSH WITH GROUND.  IT IS LOCATED
 ED1387'23.9 METERS (78.8 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 ED1387'A BRICK HOUSE,
 ED1387'22.7 METERS (74.5 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED1387'OF A PAVED DRIVE LEADING TO A BRICK HOUSE,
 ED1387'8.3 METERS (7.5 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED1387'OF THE PAVED ROAD AND
 ED1387'1.37 METERS (4.5 FT) EAST-SOUTHEAST FROM A POWER POLE WITH A
 ED1387'TRANSFORMER WITH A JUNCTION BOX.
 ED1387'
 ED1387'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1387'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1387
 ED1387                          STATION RECOVERY (1980)
 ED1387
 ED1387'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1387'RECOVERED IN GOOD CONDITION.
 ED1387
 ED1387                          STATION RECOVERY (1992)
 ED1387
 ED1387'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1387'STATION IS LOCATED 1.7 MILES SOUTH OF OAKWAY, 7.4 MILES SOUTHEAST OF
 ED1387'WESTMINSTER. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED1387'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED1387'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 (WEST OAK
 ED1387'HIGHWAY) AND 182 (OAKWAY ROAD) IN OAKWAY, GO SOUTHEAST ON HIGHWAY 182
 ED1387'FOR 1.8 MILES TO MADISON ROAD LEFT AND A DRIVEWAY LEFT LEADING TO A
 ED1387'BRICK HOUSE AND THE STATION NEAR A POWER POLE IN THE SOUTH ANGLE.
 ED1387'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE
 ED1387'HIGHWAY, 24.5 FT NORTHEAST OF THE NORTH END OF A 1.5 FOOT CONCRETE
 ED1387'PIPE CULVERT BENEATH, 27.5 FT EAST SOUTHEAST OF THE CENTER OF THE
 ED1387'HIGHWAY, 4.6 FT EAST SOUTHEAST OF THE POWER POLE NUMBER 61585 WITH
 ED1387'TWO GUY WIRES AND A TRANSFORMER, 6.0 FT SOUTHEAST OF A TELEPHONE
 ED1387'JUNCTION BOX NUMBER 1892, 10.0 FT WEST OF THE CENTER OF A METAL
 ED1387'WATER METER COVER IN A CONCRETE PAD, 78.2 FT WEST OF THE SOUTHWEST
 ED1387'CORNER OF A BRICK HOUSE, 4.8 FT EAST SOUTHEAST OF A WITNESS POST.
 ED1387'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 37 003.
 ED1387'RECOVERED BY T. HALL.
 ED1387
 ED1387                          STATION RECOVERY (2004)
 ED1387
 ED1387'RECOVERY NOTE BY US POWER SQUADRON 2004 (BTB)
 ED1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2635 ***********************************************************************
 ED2635  DESIGNATION -  37 004
 ED2635  PID         -  ED2635
 ED2635  STATE/COUNTY-  SC/OCONEE
 ED2635  USGS QUAD   -  FAIR PLAY (1979)
 ED2635
 ED2635                         *CURRENT SURVEY CONTROL
 ED2635  ___________________________________________________________________
 ED2635* NAD 83(2001)-  34 36 41.23242(N)    082 55 16.11381(W)     ADJUSTED  
 ED2635* NAVD 88     -       258.8    (meters)     849.     (feet)  VERTCON   
 ED2635  ___________________________________________________________________
 ED2635  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ED2635  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ED2635
 ED2635  HORZ ORDER  -  SECOND
 ED2635
 ED2635.The horizontal coordinates were established by classical geodetic methods
 ED2635.and adjusted by the National Geodetic Survey in March 2004..
 ED2635
 ED2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2635
 ED2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2635
 ED2635.The geoid height was determined by GEOID03.
 ED2635
 ED2635;                    North         East     Units Scale Factor Converg.
 ED2635;SPC SC       -   309,730.347   433,420.140   MT  0.99992870   -1 03 54.3
 ED2635;SPC SC       - 1,016,175.68  1,421,982.09   iFT  0.99992870   -1 03 54.3
 ED2635;UTM  17      - 3,831,633.854   323,856.105   MT  0.99998243   -1 05 29.4
 ED2635
 ED2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2635!SPC SC       -   0.99996420  x   0.99992870  =   0.99989290
 ED2635!UTM  17      -   0.99996420  x   0.99998243  =   0.99994663
 ED2635
 ED2635:                Primary Azimuth Mark                     Grid Az
 ED2635:SPC SC       -  37 004 AZ MK                             020 02 11.2
 ED2635:UTM  17      -  37 004 AZ MK                             020 03 46.3
 ED2635
 ED2635|---------------------------------------------------------------------|
 ED2635| PID    Reference Object                     Distance      Geod. Az  |
 ED2635|                                                           dddmmss.s |
 ED2635| ED2634 37 004 AZ MK                        APPROX. 0.6 KM 0185816.9 |
 ED2635|---------------------------------------------------------------------|
 ED2635
 ED2635                          SUPERSEDED SURVEY CONTROL
 ED2635
 ED2635  NAD 83(1986)-  34 36 41.24021(N)    082 55 16.11213(W) AD(       ) 2
 ED2635  NAD 27      -  34 36 40.88040(N)    082 55 16.59345(W) AD(       ) 2
 ED2635  NGVD 29 (07/19/86)  258.9    (m)          849.     (f) VERT ANG       
 ED2635
 ED2635.Superseded values are not recommended for survey control.
 ED2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2635.See file dsdata.txt to determine how the superseded data were derived.
 ED2635
 ED2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2385631634(NAD 83)
 ED2635_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2635_SP_SET: CONCRETE POST
 ED2635_STAMPING: HORZ 37 004 1980
 ED2635_MARK LOGO: SCGS  
 ED2635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2635+STABILITY: SURFACE MOTION
 ED2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2635+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1992
 ED2635
 ED2635  HISTORY     - Date     Condition        Report By
 ED2635  HISTORY     - 1981     MONUMENTED       SCGS
 ED2635  HISTORY     - 1981     GOOD             SCGS
 ED2635  HISTORY     - 19920629 GOOD             SCGS
 ED2635
 ED2635                          STATION DESCRIPTION
 ED2635
 ED2635'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2635'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTHWEST OF CLEMSON,
 ED2635'8.8 KM (5.5 MI) SOUTH OF SENECA, 5.3 KM (3.5 MI) NORTHEAST OF
 ED2635'TOKEENA CROSSROAD, IN A FIELD BY A POWER POLE ON THE NORTH
 ED2635'SIDE OF COUNTY ROAD S-37-183.
 ED2635'OWNERSHIP--MR IVA GRANT, ROUTE 5, SENCA SC 29678, PHONE
 ED2635'803-882-2902.
 ED2635'
 ED2635'TO REACH THE STATION FROM THE POST OFFICE IN TOWNVILLE.  GO
 ED2635'NORTHERLY ON STATE HIGHWAY 24 FOR 2.7 KM (1.5 MI) TO THE
 ED2635'JUNCTION WITH COUNTY ROAD S-37-184.
 ED2635'TURN RIGHT ON S-37-184 FOR 2.1 KM (1.25 MI) TO A CONCRETE
 ED2635'BRIDGE OVER CONEROSS CREEK.  CONTINUE
 ED2635'NORTHERLY ON ROAD S-37-184 FOR 3.4 KM (2 MI)
 ED2635'TO THE JUNCTION WITH COUNTY ROAD S-37-21.  TURN LEFT AND GO
 ED2635'WESTERLY ON ROAD S-37-21 FOR 1.3 KM (0.8 MI) TO THE JUNCTION WITH
 ED2635'COUNTY ROAD S-37-183. TURN LEFT ON ROAD S-37-183 AND GO NORTH
 ED2635'WESTERLY FOR 1.4 KM (0.85 MI) TO THE AZIMUTH MARK ON RIGHT.
 ED2635'CONTINUE ON ROAD S-37-183 FOR 1.0 KM (0.6 MI) TO A GRAVEL
 ED2635'DRIVEWAY AND THE STATION ON RIGHT.
 ED2635'
 ED2635'THE STATION IS A STANDARD SCGS DISK
 ED2635'STAMPED---HORZ 37 004 1980---,
 ED2635'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2635'FLUSH WITH GROUND.  IT IS LOCATED
 ED2635'52.0 METERS (171.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 ED2635'WHITE WOOD FRAMED HOUSE,
 ED2635'29.0 METERS (95.1 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 ED2635'OF THE PAVED ROAD,
 ED2635'16.5 METER (54.1 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2635'OF THE DIRT DRIVEWAY,
 ED2635'2.35 METERS (7.7 FT) WEST FROM A POWER POLE WITH TRANSFORMER AND
 ED2635'TWO GUY WIRES ATTACHED AND
 ED2635'1.55 METER (5.1 FT) EAST FROM A METAL WITNESS POST.
 ED2635'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2635'STAMPED---HORZ 37 004 1980---,
 ED2635'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2635'
 ED2635'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2635'STAMPED---AZ MK 37 004 1980---,
 ED2635'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2635'FLUSH WITH GROUND.  IT IS LOCATED
 ED2635'9.8 METER (32.2 FT) SOUTHWEST FROM A TELEPHONE JUNCTION BOX,
 ED2635'4.05 METER (13.27 FT) SOUTHWEST FROM THE APPROXIMATE
 ED2635'CENTER OF A METAL GATE AND
 ED2635'1.4 METER (4.59 FT) SOUTH FROM A METAL WITNESS POST.
 ED2635'
 ED2635'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2635'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2635
 ED2635                          STATION RECOVERY (1981)
 ED2635
 ED2635'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2635'RECOVERED IN GOOD CONDITION.
 ED2635
 ED2635                          STATION RECOVERY (1992)
 ED2635
 ED2635'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2635'STATION IS LOCATED 5.5 MILES SOUTH SOUTHEAST OF SENECA. OWNERSHIP--MR.
 ED2635'IVA GRANT, ROUTE 5, SENECA, SC 29678, PHONE 803-882-2902.
 ED2635'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 24, 59
 ED2635'AND PRES MASON DRIVE, 2.75 MILES EAST OF OAKWAY, GO EAST NORTHEAST ON
 ED2635'HIGHWAY 24 FOR 0.25 MILE TO THE JUNCTION OF STATE ROAD 54 (SOUTH
 ED2635'SUTTON MILL ROAD), BEAR LEFT ON ROAD 54 FOR 0.15 MILE TO CROSSROADS
 ED2635'DRIVE, CONTINUE ON ROAD 54 (SITTON MILL ROAD) FOR 3.9 MILES TO
 ED2635'FRIENDSHIP ROAD, TURN RIGHT ON FRIENDSHIP ROAD FOR 0.45 MILE TO THE
 ED2635'JUNCTION OF STATE ROAD 183 (FRIENDSHIP VALLEY ROAD), TURN RIGHT ON
 ED2635'ROAD 183 FOR 1.25 MILES TO A GRAVEL DRIVEWAY RIGHT LEADING TO A WOODEN
 ED2635'HOUSE AND THE STATION IN THE NORTHWEST ANGLE.
 ED2635'STATION IS A CONCRETE POST RECESSED 0.4 FOOT AND 7.0 FT ABOVE THE
 ED2635'ROAD, 76.2 FT WEST OF THE CENTER OF THE ROAD, 52.3 FT SOUTHWEST OF
 ED2635'THE CENTER OF THE DRIVEWAY, 119.7 FT SOUTHEAST OF A POWER POLE
 ED2635'NUBMER 42599 WITH GUY WIRE AND TRANSFORMER, 67.0 FT WEST OF A POWER
 ED2635'POLE NUMBER 42596 WITH GUY WIRE, 5.2 FT EAST NORTHEAST OF A WITNESS
 ED2635'POST.
 ED2635'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 37 004 AZ MK.
 ED2635'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2634 ***********************************************************************
 ED2634  DESIGNATION -  37 004 AZ MK
 ED2634  PID         -  ED2634
 ED2634  STATE/COUNTY-  SC/OCONEE
 ED2634  USGS QUAD   -  FAIR PLAY (1979)
 ED2634
 ED2634                         *CURRENT SURVEY CONTROL
 ED2634  ___________________________________________________________________
 ED2634* NAD 83(2001)-  34 36 58.86519(N)    082 55 08.78178(W)     ADJUSTED  
 ED2634* NAVD 88     -       258.2    (meters)     847.     (feet)  VERTCON   
 ED2634  ___________________________________________________________________
 ED2634  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ED2634  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ED2634
 ED2634  HORZ ORDER  -  SECOND
 ED2634
 ED2634.The horizontal coordinates were established by classical geodetic methods
 ED2634.and adjusted by the National Geodetic Survey in March 2004..
 ED2634
 ED2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2634
 ED2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2634
 ED2634.The geoid height was determined by GEOID03.
 ED2634
 ED2634;                    North         East     Units Scale Factor Converg.
 ED2634;SPC SC       -   310,270.096   433,616.982   MT  0.99993011   -1 03 50.2
 ED2634;SPC SC       - 1,017,946.51  1,422,627.89   iFT  0.99993011   -1 03 50.2
 ED2634;UTM  17      - 3,832,173.540   324,053.206   MT  0.99998158   -1 05 25.7
 ED2634
 ED2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2634!SPC SC       -   0.99996430  x   0.99993011  =   0.99989441
 ED2634!UTM  17      -   0.99996430  x   0.99998158  =   0.99994588
 ED2634
 ED2634                          SUPERSEDED SURVEY CONTROL
 ED2634
 ED2634  NAD 83(1986)-  34 36 58.87299(N)    082 55 08.78016(W) AD(       ) 2
 ED2634  NAD 27      -  34 36 58.51348(N)    082 55 09.26129(W) AD(       ) 2
 ED2634  NGVD 29 (07/19/86)  258.3    (m)          847.     (f) VERT ANG       
 ED2634
 ED2634.Superseded values are not recommended for survey control.
 ED2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2634.See file dsdata.txt to determine how the superseded data were derived.
 ED2634
 ED2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2405332174(NAD 83)
 ED2634_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2634_SP_SET: CONCRETE POST
 ED2634_STAMPING: AZ MK 37 004 1980
 ED2634_MARK LOGO: SCGS  
 ED2634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2634+STABILITY: SURFACE MOTION
 ED2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2634+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1992
 ED2634
 ED2634  HISTORY     - Date     Condition        Report By
 ED2634  HISTORY     - 1981     MONUMENTED       SCGS
 ED2634  HISTORY     - 1981     GOOD             SCGS
 ED2634  HISTORY     - 19920629 GOOD             SCGS
 ED2634
 ED2634                          STATION DESCRIPTION
 ED2634
 ED2634'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2634'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTHWEST OF CLEMSON,
 ED2634'8.8 KM (5.5 MI) SOUTH OF SENECA AND 5.3 KM (3.5 MI) NORTHEAST
 ED2634'OF TOKEENA CROSSROAD.
 ED2634'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2634'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2634'
 ED2634'TO REACH THE STATION FROM THE POST OFFICE IN TOWNVILLE, GO
 ED2634'NORTHERLY ON STATE HIGHWAY 24 FOR 2.7 KM (1.7 MI) TO THE
 ED2634'JUNCTION WITH COUNTY ROAD S-37-184.  TURN RIGHT ON ROAD S-37-184
 ED2634'F0R 2.1 KM (1.3 MI) TO A CONCRETE BRIDGE OVER CONEROSS CREEK,
 ED2634'CONTINUE NORTHERLY ON ROAD S-37-184 FOR 3.4 KM (2.1 MI)TO THE
 ED2634'JUNCTION WITH COUNTY ROAD S-37-21.  TURN LEFT AND GO WESTERLY ON
 ED2634'ROAD S-37-21 FOR 1.3 KM (0.8 MI) TO THE JUNCTION WITH COUNTY
 ED2634'ROAD S-37-183.  TURN LEFT AND GO NORTHWESTERLY ON ROAD S-37-183
 ED2634'FOR 1.4 KM (0.85 MI) TO THE STATION ON THE RIGHT.
 ED2634'
 ED2634'THE STATION IS A STANDARD SCGS DISK
 ED2634'STAMPED---AZ MK 37 004 1980---,
 ED2634'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2634'FLUSH WITH GROUND.  IT IS LOCATED
 ED2634'9.8 METER (32.2 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2634'A PAVED ROAD,
 ED2634'9.4 METERS (30.84 FT) SOUTHWEST FROM A TELEPHONE JUNCTION BOX,
 ED2634'4.05 METERS (13.27 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2634'METAL GATE,
 ED2634'1.4 METERS (4.59 FT) SOUTH FROM A METAL WITNESS POST AND
 ED2634'0.6 METER (2.0 FT) EAST-SOUTHEAST FROM A FENCE LINE.
 ED2634'
 ED2634'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2634'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2634
 ED2634                          STATION RECOVERY (1981)
 ED2634
 ED2634'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2634'RECOVERED IN GOOD CONDITION.
 ED2634
 ED2634                          STATION RECOVERY (1992)
 ED2634
 ED2634'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2634'STATION IS LOCATED 5.3 MILES SOUTH SOUTHEAST OF SENECA, 6.2 MILES EAST
 ED2634'OF OAKWAY. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED2634'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2634'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 24, 59
 ED2634'AND PRES MASON DRIVE, 2.75 MILES EAST OF OAKWAY, GO EAST NORTHEAST ON
 ED2634'HIGHWAY 24 FOR 0.25 MILE TO THE JUNCTION OF STATE ROAD 54 (SOUTH
 ED2634'SUTTON MILL ROAD), BEAR LEFT ON ROAD 54 FOR 0.15 MILE TO CROSSROADS
 ED2634'DRIVE, CONTINUE ON ROAD 54 (SITTON MILL ROAD) FOR 3.9 MILES TO
 ED2634'FRIENDSHIP ROAD, TURN RIGHT ON FRIENDSHIP ROAD FOR 0.45 MILE TO THE
 ED2634'JUNCTION OF STATE ROAD 183 (FRIENDSHIP VALLEY ROAD), TURN RIGHT ON
 ED2634'ROAD 183 FOR 0.85 MILE TO A GRAVEL DRIVEWAY RIGHT LEADING TO A WOODEN
 ED2634'HOUSE AND THE STATION IN THE SOUTHWEST ANGLE.
 ED2634'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2634'ROAD, 30.4 FT WEST NORTHWEST OF THE CENTER OF THE ROAD, 13.1 FEET
 ED2634'SOUTH SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 66.5 FT NORTHWEST OF A
 ED2634'POWER POLE NUMBER 42579 WITH GUY WIRE AND TRANSFORMER, 26.3 FEET
 ED2634'SOUTHWEST OF THE CENTER OF A METAL WATER METER COVER, 30.9 FEET
 ED2634'SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 59-12, 4.4 FT SOUTH OF A
 ED2634'WITNESS POST.
 ED2634'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 37 004.
 ED2634'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2675 ***********************************************************************
 ED2675  DESIGNATION -  37 005
 ED2675  PID         -  ED2675
 ED2675  STATE/COUNTY-  SC/OCONEE
 ED2675  USGS QUAD   -  SALEM (1980)
 ED2675
 ED2675                         *CURRENT SURVEY CONTROL
 ED2675  ___________________________________________________________________
 ED2675* NAD 83(2001)-  34 54 34.26720(N)    082 57 41.24980(W)     ADJUSTED  
 ED2675* NAVD 88     -       331.626  (meters)    1088.01   (feet)  ADJUSTED  
 ED2675  ___________________________________________________________________
 ED2675  X           -     641,655.668 (meters)                     COMP
 ED2675  Y           -  -5,196,962.654 (meters)                     COMP
 ED2675  Z           -   3,629,811.920 (meters)                     COMP
 ED2675  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 ED2675  ELLIP HEIGHT-         300.87  (meters)          (03/13/03) GPS OBS
 ED2675  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 ED2675  DYNAMIC HT  -         331.277 (meters)    1086.86  (feet)  COMP
 ED2675  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 ED2675
 ED2675  HORZ ORDER  -  FIRST
 ED2675  VERT ORDER  -  FIRST     CLASS II
 ED2675  ELLP ORDER  -  FOURTH    CLASS II
 ED2675
 ED2675.The horizontal coordinates were established by GPS observations
 ED2675.and adjusted by the National Geodetic Survey in March 2003..
 ED2675
 ED2675.The orthometric height was determined by differential leveling
 ED2675.and adjusted by the National Geodetic Survey in August 1993..
 ED2675
 ED2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2675
 ED2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2675
 ED2675.The ellipsoidal height was determined by GPS observations
 ED2675.and is referenced to NAD 83.
 ED2675
 ED2675.The geoid height was determined by GEOID03.
 ED2675
 ED2675.The dynamic height is computed by dividing the NAVD 88
 ED2675.geopotential number by the normal gravity value computed on the
 ED2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2675.degrees latitude (g = 980.6199 gals.).
 ED2675
 ED2675.The modeled gravity was interpolated from observed gravity values.
 ED2675
 ED2675;                    North         East     Units Scale Factor Converg.
 ED2675;SPC SC       -   342,859.270   430,350.931   MT  1.00002797   -1 05 14.8
 ED2675;SPC SC       - 1,124,866.37  1,411,912.50   iFT  1.00002797   -1 05 14.8
 ED2675;UTM  17      - 3,864,764.857   320,804.707   MT  0.99999577   -1 07 22.1
 ED2675
 ED2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2675!SPC SC       -   0.99995278  x   1.00002797  =   0.99998074
 ED2675!UTM  17      -   0.99995278  x   0.99999577  =   0.99994855
 ED2675
 ED2675:                Primary Azimuth Mark                     Grid Az
 ED2675:SPC SC       -  37 005 AZ MK                             257 56 33.2
 ED2675:UTM  17      -  37 005 AZ MK                             257 58 40.5
 ED2675
 ED2675|---------------------------------------------------------------------|
 ED2675| PID    Reference Object                     Distance      Geod. Az  |
 ED2675|                                                           dddmmss.s |
 ED2675| ED2676 37 005 AZ MK                        APPROX. 1.0 KM 2565118.4 |
 ED2675|---------------------------------------------------------------------|
 ED2675
 ED2675                          SUPERSEDED SURVEY CONTROL
 ED2675
 ED2675  NAD 83(1995)-  34 54 34.26684(N)    082 57 41.24979(W) AD(       ) 1
 ED2675  ELLIP H (12/20/99)  300.86   (m)                       GP(       ) 4 1
 ED2675  NAD 83(1986)-  34 54 34.27430(N)    082 57 41.24901(W) AD(       ) 1
 ED2675  NAD 83(1986)-  34 54 34.27204(N)    082 57 41.24811(W) AD(       ) 2
 ED2675  NAD 27      -  34 54 33.96316(N)    082 57 41.71718(W) AD(       ) 2
 ED2675  NAVD 88 (08/31/93)  331.63   (m)         1088.0    (f) LEVELING    3  
 ED2675  NGVD 29 (12/12/91)  331.668  (m)         1088.15   (f) ADJUSTED    1 2
 ED2675
 ED2675.Superseded values are not recommended for survey control.
 ED2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2675.See file dsdata.txt to determine how the superseded data were derived.
 ED2675
 ED2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2080564765(NAD 83)
 ED2675_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2675_SP_SET: CONCRETE POST
 ED2675_STAMPING: HORZ 37 005 1980
 ED2675_MARK LOGO: SCGS  
 ED2675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2675+STABILITY: SURFACE MOTION
 ED2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2675+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 ED2675
 ED2675  HISTORY     - Date     Condition        Report By
 ED2675  HISTORY     - 1980     MONUMENTED       SCGS
 ED2675  HISTORY     - 1980     GOOD             SCGS
 ED2675  HISTORY     - 19910423 GOOD             SCGS
 ED2675  HISTORY     - 19921101 GOOD             NGS
 ED2675  HISTORY     - 19930223 GOOD
 ED2675  HISTORY     - 19930429 GOOD             SCGS
 ED2675  HISTORY     - 19950801 GOOD             SCGS
 ED2675  HISTORY     - 20030412 GOOD             USPSQD
 ED2675
 ED2675                          STATION DESCRIPTION
 ED2675
 ED2675'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2675'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) NORTHWEST OF SIX
 ED2675'MILE, 17.7 KM (11.0 MI) NORTHEAST OF MOUNTAIN REST, 3.2 KM
 ED2675'(2.0 MI) NORTH-NORTHEAST OF SALEM.
 ED2675'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2675'PO BOX 191, COLUMBIA SC  29202,  PHONE  803-758-3414.
 ED2675'
 ED2675'TO REACH THE STATION FROM THE STATE HIGHWAY 11
 ED2675'BRIDGE OVER THE KEOWEE RIVER, GO WEST ON HIGHWAY 11 FOR 5.05 KM
 ED2675'(3.15 MI) TO THE JUNCTION OF STATE HIGHWAYS 190 AND 11
 ED2675'TO THE STATION ON THE RIGHT.
 ED2675'
 ED2675'THE STATION IS A STANDARD SCGS DISK
 ED2675'STAMPED---HORZ 37 005 1980---,
 ED2675'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2675'FLUSH WITH GROUND.  IT IS LOCATED
 ED2675'30.30 METERS (99.8 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST
 ED2675'CORNER OF A GREEN WOOD FRAMED HOUSE,
 ED2675'18.10 METERS (59.8 FT) NORTH FROM THE APPROXIMATE CENTER OF
 ED2675'HIGHWAY 11,
 ED2675'11.30 METERS (37.4 FT) WEST FROM THE APPROXIMATE CENTER OF A
 ED2675'PAVED ROAD AND
 ED2675'7.33 METERS (24.3 FT) NORTHWEST FROM A METAL WITNESS POST.
 ED2675'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2675'STAMPED---HORZ 37 005 1980---,
 ED2675'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2675'
 ED2675'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2675'STAMPED---AZ MK 37 005---,
 ED2675'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2675'FLUSH WITH GROUND.  IT IS LOCATED
 ED2675'67.3 METERS (221.0 FT) EAST FROM A PAVED DRIVE,
 ED2675'19.5 METERS (64.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF
 ED2675'HIGHWAY 11 AND
 ED2675'1.2 METERS (4.0 FT) NORTH FROM A METAL WITNESS POST.
 ED2675'
 ED2675'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED WEST ON HIGHWAY 11
 ED2675'FOR 1.05 KM (0.65 MI) TO THE AZIMUTH MARK ON THE LEFT.
 ED2675'
 ED2675'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2675'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2675
 ED2675                          STATION RECOVERY (1980)
 ED2675
 ED2675'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2675'STATION IS LOCATED 1.6 MILES (2.6 KM) NORTHEAST OF SALEM.
 ED2675'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2675'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 130
 ED2675'(WHITEWATER FALLS ROAD), 1.1 MILES (1.8 KM) NORTH NORTHWEST OF SALEM,
 ED2675'GO EAST NORTHEAST ON HIGHWAY 11 FOR 1.55 MILES (2.49 KM) TO THE
 ED2675'JUNCTION OF STATE ROAD 190 (PARK AVENUE) AND THE STATION ON THE LEFT
 ED2675'IN THE NORTHWEST ANGLE OF BEVERLY ROAD.
 ED2675'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FEET (1.1 M)
 ED2675'ABOVE THE HIGHWAY, 58.6 FEET (17.9 M) NORTH OF THE CENTER OF THE
 ED2675'HIGHWAY, 36.8 FEET (11.2 M) WEST NORTHWEST OF THE CENTER OF BEVERLY
 ED2675'ROAD, 99.8 FEET (30.4 M) SOUTH OF THE SOUTH CORNER OF A VINYL-SIDED
 ED2675'HOUSE, 45.1 FEET (13.7 M) SOUTH SOUTHWEST OF THE SOUTH ONE A PAIR OF
 ED2675'PINE TREES IN FRONT OF THE HOUSE, 112.3 FEET (34.2 M) SOUTHEAST OF A
 ED2675'METAL SECURITY LIGHT POLE, 24.1 FEET (7.3 M) NORTHWEST OF A METAL
 ED2675'WITNESS POST.
 ED2675'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 37 005 AZ MK.
 ED2675'RECOVERED BY C.E. GEOGHEGAN
 ED2675
 ED2675                          STATION RECOVERY (1991)
 ED2675
 ED2675'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2675'RECOVERED IN GOOD CONDITION.
 ED2675
 ED2675                          STATION RECOVERY (1992)
 ED2675
 ED2675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2675'RECOVERED IN GOOD CONDITION.
 ED2675
 ED2675                          STATION RECOVERY (1993)
 ED2675
 ED2675'RECOVERED 1993
 ED2675'RECOVERED IN GOOD CONDITION.
 ED2675
 ED2675                          STATION RECOVERY (1993)
 ED2675
 ED2675'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED2675'RECOVERED AS DESCRIBED.
 ED2675
 ED2675                          STATION RECOVERY (1995)
 ED2675
 ED2675'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED2675'RECOVERED AS DESCRIBED.
 ED2675
 ED2675                          STATION RECOVERY (2003)
 ED2675
 ED2675'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRP)
 ED2675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4497 ***********************************************************************
 AB4497  DESIGNATION -  37 005 AZ MK 2
 AB4497  PID         -  AB4497
 AB4497  STATE/COUNTY-  SC/OCONEE
 AB4497  USGS QUAD   -  SALEM (1980)
 AB4497
 AB4497                         *CURRENT SURVEY CONTROL
 AB4497  ___________________________________________________________________
 AB4497* NAD 83(2001)-  34 54 25.96740(N)    082 58 23.50727(W)     ADJUSTED  
 AB4497* NAVD 88     -       345.38   (meters)    1133.1    (feet)  LEVELING  
 AB4497  ___________________________________________________________________
 AB4497  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 AB4497  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 AB4497
 AB4497  HORZ ORDER  -  THIRD
 AB4497  VERT ORDER  -  THIRD ?
 AB4497
 AB4497.The horizontal coordinates were established by classical geodetic methods
 AB4497.and adjusted by the National Geodetic Survey in March 2004..
 AB4497.No horizontal observational check was made to the station.
 AB4497
 AB4497.The orthometric height was determined by differential leveling.
 AB4497.The vertical network tie was performed by a horz. field party for horz.
 AB4497.obs reductions. Reset procedures were used to establish the elevation.
 AB4497
 AB4497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4497
 AB4497.The geoid height was determined by GEOID03.
 AB4497
 AB4497;                    North         East     Units Scale Factor Converg.
 AB4497;SPC SC       -   342,623.960   429,273.476   MT  1.00002710   -1 05 38.2
 AB4497;SPC SC       - 1,124,094.36  1,408,377.55   iFT  1.00002710   -1 05 38.2
 AB4497;UTM  17      - 3,864,530.221   319,727.139   MT  1.00000055   -1 07 46.1
 AB4497
 AB4497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4497!SPC SC       -   0.99995061  x   1.00002710  =   0.99997771
 AB4497!UTM  17      -   0.99995061  x   1.00000055  =   0.99995116
 AB4497
 AB4497                          SUPERSEDED SURVEY CONTROL
 AB4497
 AB4497  NAD 83(1986)-  34 54 25.97486(N)    082 58 23.50641(W) AD(       ) 3
 AB4497
 AB4497.Superseded values are not recommended for survey control.
 AB4497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4497.See file dsdata.txt to determine how the superseded data were derived.
 AB4497
 AB4497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1972764530(NAD 83)
 AB4497_MARKER: P = PIPE CAP
 AB4497_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4497_STAMPING: 37 005 1980 AZ MK 2 1993
 AB4497_MARK LOGO: SCGS  
 AB4497_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB4497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4497+STABILITY: SURFACE MOTION
 AB4497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4497+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 AB4497
 AB4497  HISTORY     - Date     Condition        Report By
 AB4497  HISTORY     - 1993     MONUMENTED       SCGS
 AB4497  HISTORY     - 20030412 GOOD             USPSQD
 AB4497
 AB4497                          STATION DESCRIPTION
 AB4497
 AB4497'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AB4497'STATION IS LOCATED 1.2 MILES (1.9 KM) NORTH NORTHWEST OF SALEM.
 AB4497'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB4497'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB4497'JUNCTION OF STATE HIGHWAYS 11 AND 130 (WHITEWATER FALLS ROAD) , 1.1
 AB4497'MILES (1.8 KM) NORTH NORTHWEST OF SALEM, GO EAST NORTHEAST ON HIGHWAY
 AB4497'11 FOR 0.85 MILE (1.37 KM) TO THE STATION NEAR A POWER POLE IN THE
 AB4497'SOUTHEAST ANGLE OF THE JUNCTION OF COUNTY ROAD KE 7 (LYDIA MOUNTAIN
 AB4497'ROAD) , 0.7 MILE (1.1 KM) WEST OF THE JUNCTION OF STATE ROAD 190 (PARK
 AB4497'AVENUE) .  STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE
 AB4497'SURRROUNED BY CONCRETE AND 3.0 FEET (0.9 M) ABOVE THE HIGHWAY, 86.1
 AB4497'FEET (26.2 M) SOUTH OF THE CENTER OF THE HIGHWAY, 20.0 FEET (6.1 M)
 AB4497'EAST SOUTHEAST OF THE CENTER OF THE ROAD, 12.2 FEET (3.7 M) SOUTH
 AB4497'SOUTHWEST OF THE POWER POLE WITH A GUY WIRE, 140.2 FEET (42.7 M)
 AB4497'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE ALUMINUM-SIDED HOUSE,
 AB4497'12.3 FEET (3.7 M) NORTH OF A WITNESS POST.  DESCRIBED BY C.E.
 AB4497'GEOGHEGAN.
 AB4497
 AB4497                          STATION RECOVERY (2003)
 AB4497
 AB4497'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRP)
 AB4497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1383 ***********************************************************************
 ED1383  DESIGNATION -  37 006
 ED1383  PID         -  ED1383
 ED1383  STATE/COUNTY-  SC/OCONEE
 ED1383  USGS QUAD   -  SATOLAH (1982)
 ED1383
 ED1383                         *CURRENT SURVEY CONTROL
 ED1383  ___________________________________________________________________
 ED1383* NAD 83(2001)-  34 52 40.59090(N)    083 09 10.36488(W)     ADJUSTED  
 ED1383* NAVD 88     -       544.4    (meters)    1786.     (feet)  VERTCON   
 ED1383  ___________________________________________________________________
 ED1383  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 ED1383  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 ED1383
 ED1383  HORZ ORDER  -  SECOND
 ED1383
 ED1383.The horizontal coordinates were established by classical geodetic methods
 ED1383.and adjusted by the National Geodetic Survey in March 2004..
 ED1383
 ED1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1383
 ED1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1383
 ED1383.The geoid height was determined by GEOID03.
 ED1383
 ED1383;                    North         East     Units Scale Factor Converg.
 ED1383;SPC SC       -   339,705.076   412,787.265   MT  1.00001616   -1 11 36.8
 ED1383;SPC SC       - 1,114,517.97  1,354,288.93   iFT  1.00001616   -1 11 36.8
 ED1383;UTM  17      - 3,861,621.859   303,238.785   MT  1.00007718   -1 13 53.3
 ED1383
 ED1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1383!SPC SC       -   0.99991928  x   1.00001616  =   0.99993544
 ED1383!UTM  17      -   0.99991928  x   1.00007718  =   0.99999646
 ED1383
 ED1383:                Primary Azimuth Mark                     Grid Az
 ED1383:SPC SC       -  37 006 AZ MK                             225 10 18.6
 ED1383:UTM  17      -  37 006 AZ MK                             225 12 35.1
 ED1383
 ED1383|---------------------------------------------------------------------|
 ED1383| PID    Reference Object                     Distance      Geod. Az  |
 ED1383|                                                           dddmmss.s |
 ED1383| ED1377 37 006 AZ MK                        APPROX. 0.5 KM 2235841.8 |
 ED1383|---------------------------------------------------------------------|
 ED1383
 ED1383                          SUPERSEDED SURVEY CONTROL
 ED1383
 ED1383  NAD 83(1986)-  34 52 40.59810(N)    083 09 10.36520(W) AD(       ) 2
 ED1383  NAD 27      -  34 52 40.27561(N)    083 09 10.80579(W) AD(       ) 2
 ED1383  NGVD 29 (07/19/86)  544.4    (m)         1786.     (f) VERT ANG       
 ED1383
 ED1383.Superseded values are not recommended for survey control.
 ED1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1383.See file dsdata.txt to determine how the superseded data were derived.
 ED1383
 ED1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0323961622(NAD 83)
 ED1383_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1383_SP_SET: CONCRETE POST
 ED1383_STAMPING: HORZ 37 006 1980
 ED1383_MARK LOGO: SCGS  
 ED1383_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1383+STABILITY: SURFACE MOTION
 ED1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1383+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1992
 ED1383
 ED1383  HISTORY     - Date     Condition        Report By
 ED1383  HISTORY     - 1980     MONUMENTED       SCGS
 ED1383  HISTORY     - 1980     GOOD             SCGS
 ED1383  HISTORY     - 19920701 GOOD             SCGS
 ED1383  HISTORY     - 20050326 MARK NOT FOUND   USPSQD
 ED1383
 ED1383                          STATION DESCRIPTION
 ED1383
 ED1383'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1383'THE STATION IS LOCATED ABOUT 15.4 KM (9.5 MI) NORTHWEST OF
 ED1383'WALHALLA, 15.3 KM (9.5 MI) NORTHEAST OF LONG CREEK, 0.3 KM
 ED1383'(0.2 MI) NORTH OF MOUNTAIN REST.
 ED1383'OWNERSHIP--MR JAMES M BROWN, PO BOX 8,
 ED1383'MOUNTAIN REST SC 29664, PHONE 803-638-3249.
 ED1383'
 ED1383'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN REST,
 ED1383'GO NORTH ON STATE HIGHWAY 28 FOR 0.2 KM (0.15 MI) TO THE JUNCTION
 ED1383'WITH COUNTY ROAD S-37-196 ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON
 ED1383'HIGHWAY 28 FOR 0.35 KM (0.25 MI) TO THE MOUNTAIN REST
 ED1383'BAPTIST CHURCH ON THE LEFT.  CONTINUE AHEAD FOR 0.15 KM
 ED1383'(0.05 MI) TO THE AZIMUTH MARK ON THE LEFT IN A PRIVATE
 ED1383'YARD.  CONTINUE NORTHERLY ON HIGHWAY 28 FOR 0.5 KM (0.3 MI)
 ED1383'TO A PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT AND GO UP
 ED1383'THE DRIVE FOR 200 FEET TO THE HOUSE AND THE STATION AT
 ED1383'THE BASE OF A UTILITY POLE WITH SECURITY LIGHT.
 ED1383'
 ED1383'THE STATION IS A STANDARD SCGS  DISK
 ED1383'STAMPED---HORZ 37 006 1980---,
 ED1383'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1383'FLUSH WITH GROUND.  IT IS LOCATED
 ED1383'56.7 METERS (186 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 ED1383'STATE HIGHWAY 28,
 ED1383'12.2 METERS (40 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 ED1383'CONCRETE PORCH,
 ED1383'11.6 METERS (38 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 ED1383'HOUSE,
 ED1383'1.3 METERS (4.27 FT) SOUTHWEST FROM A POWER POLE WITH
 ED1383'SECURITY LIGHT AND
 ED1383'1.22 METERS (4 FT) SOUTHWEST FROM A METAL WITNESS POST.
 ED1383'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1383'STAMPED---HORZ 37 006 1980---,
 ED1383'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1383'
 ED1383'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1383'STAMPED---AZ MK 37 006 1980---,
 ED1383'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1383'FLUSH WITH GROUND.  IT IS LOCATED
 ED1383'26.33 METERS (86.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 ED1383'BRICK HOUSE,
 ED1383'10.97 METERS (36 FT) WEST FROM THE APPROXIMATE CENTERLINE
 ED1383'OF STATE HIGHWAY 28 AND
 ED1383'6.1 METERS (20 FT) NORTH FROM THE CENTER OF A PAVED DRIVEWAY.
 ED1383'
 ED1383'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1383'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1383
 ED1383                          STATION RECOVERY (1980)
 ED1383
 ED1383'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1383'RECOVERED IN GOOD CONDITION.
 ED1383
 ED1383                          STATION RECOVERY (1992)
 ED1383
 ED1383'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1383'STATION IS LOCATED 9.4 MILES NORTH NORTHWEST OF WALHALLA.
 ED1383'OWNERSHIP--MR. JAMES M. BROWN, P.O. BOX 8, MOUNTAIN REST, SC 29664,
 ED1383'PHONE 803-638-3249.
 ED1383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 (HIGHLANDS
 ED1383'HIGHWAY), 107 (STATE PARK ROAD) AND BUFFWHALO ROAD, 6.7 MILES
 ED1383'NORTHWEST OF WALHALLA, GO NORTH NORTHWEST ON HIGHWAY 28 FOR 2.55 MILES
 ED1383'TO THE JUNCTION OF STATE ROAD 258 (CHATTOOGA RIDGE ROAD), CONTINUE ON
 ED1383'HIGHWAY 28 FOR 0.6 MILE TO A DRIVEWAY RIGHT LEADING TO A WOODEN HOUSE,
 ED1383'TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION NEAR A
 ED1383'SECURITY LIGHT POLE.
 ED1383'STATION IS A CONCRETE POST RECESSED 0.2 FOOT, 4.5 FT WEST SOUTHWEST
 ED1383'OF THE POLE, 38.0 FT SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE,
 ED1383'21.9 FT WEST SOUTHWEST OF A 1.0 FOOT MAPLE TREE, 4.0 FT WEST OF A
 ED1383'WITNESS POST.
 ED1383'RECOVERED BY T. HALL.
 ED1383
 ED1383                          STATION RECOVERY (2005)
 ED1383
 ED1383'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1383'WITNESS POST STILL THERE, NEW POWER POLE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1377 ***********************************************************************
 ED1377  DESIGNATION -  37 006 AZ MK
 ED1377  PID         -  ED1377
 ED1377  STATE/COUNTY-  SC/OCONEE
 ED1377  USGS QUAD   -  WHETSTONE (1980)
 ED1377
 ED1377                         *CURRENT SURVEY CONTROL
 ED1377  ___________________________________________________________________
 ED1377* NAD 83(2001)-  34 52 28.83145(N)    083 09 24.13358(W)     ADJUSTED  
 ED1377* NAVD 88     -       537.7    (meters)    1764.     (feet)  VERTCON   
 ED1377  ___________________________________________________________________
 ED1377  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 ED1377  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 ED1377
 ED1377  HORZ ORDER  -  SECOND
 ED1377
 ED1377.The horizontal coordinates were established by classical geodetic methods
 ED1377.and adjusted by the National Geodetic Survey in March 2004..
 ED1377
 ED1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1377
 ED1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1377
 ED1377.The geoid height was determined by GEOID03.
 ED1377
 ED1377;                    North         East     Units Scale Factor Converg.
 ED1377;SPC SC       -   339,350.058   412,430.112   MT  1.00001496   -1 11 44.4
 ED1377;SPC SC       - 1,113,353.21  1,353,117.17   iFT  1.00001496   -1 11 44.4
 ED1377;UTM  17      - 3,861,267.055   302,881.375   MT  1.00007892   -1 14 00.8
 ED1377
 ED1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1377!SPC SC       -   0.99992034  x   1.00001496  =   0.99993529
 ED1377!UTM  17      -   0.99992034  x   1.00007892  =   0.99999925
 ED1377
 ED1377                          SUPERSEDED SURVEY CONTROL
 ED1377
 ED1377  NAD 83(1986)-  34 52 28.83866(N)    083 09 24.13391(W) AD(       ) 2
 ED1377  NAD 27      -  34 52 28.51575(N)    083 09 24.57399(W) AD(       ) 2
 ED1377  NGVD 29 (07/19/86)  537.7    (m)         1764.     (f) VERT ANG       
 ED1377
 ED1377.Superseded values are not recommended for survey control.
 ED1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1377.See file dsdata.txt to determine how the superseded data were derived.
 ED1377
 ED1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0288161267(NAD 83)
 ED1377_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1377_SP_SET: CONCRETE POST
 ED1377_STAMPING: AZ MK 37 006 1980
 ED1377_MARK LOGO: SCGS  
 ED1377_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1377+STABILITY: SURFACE MOTION
 ED1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1377+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 ED1377
 ED1377  HISTORY     - Date     Condition        Report By
 ED1377  HISTORY     - 1980     MONUMENTED       SCGS
 ED1377  HISTORY     - 1980     GOOD             SCGS
 ED1377  HISTORY     - 19920701 GOOD             SCGS
 ED1377  HISTORY     - 20050326 GOOD             USPSQD
 ED1377
 ED1377                          STATION DESCRIPTION
 ED1377
 ED1377'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1377'THE STATION IS LOCATED ABOUT 15.4 KM (9.6 MI) NORTHWEST OF
 ED1377'WALHALLA, 15.3 KM (9.5 MI) NORTHEAST OF LONG CREEK, 0.3 KM
 ED1377'(0.2 MI) NORTH OF MOUNTAIN REST.
 ED1377'OWNERSHIP--DON P GRUDY, MOUNTAIN REST SC  29664.
 ED1377'
 ED1377'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN REST, GO
 ED1377'NORTH ON HIGHWAY 28 FOR 0.2 KM (0.15 MI) TO THE JUNCTION
 ED1377'WITH COUNTY ROAD S-37-196 ON THE
 ED1377'LEFT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 28 FOR 0.4
 ED1377'KM (0.25 MI) TO THE MOUNTAIN REST BAPTIST CHURCH ON THE LEFT.
 ED1377'CONTINUE AHEAD FOR 0.1 KM (0.05 MI) TO THE STATION
 ED1377'ON THE LEFT IN A PRIVATE YARD.
 ED1377'
 ED1377'THE STATION IS A STANDARD SCGS DISK
 ED1377'STAMPED---AZ MK 37 006 1980---,
 ED1377'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1377'FLUSH WITH GROUND.  IT IS LOCATED
 ED1377'26.35 METERS (86.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 ED1377'OF A BRICK HOUSE,
 ED1377'10.97 METERS (36.0 FT) WEST FROM THE APPROXIMATE
 ED1377'CENTERLINE OF HIGHWAY 28 AND
 ED1377'6.1 METERS (20 FT) NORTH FROM THE CENTER OF A PAVED DRIVEWAY.
 ED1377'
 ED1377'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1377'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1377
 ED1377                          STATION RECOVERY (1980)
 ED1377
 ED1377'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1377'RECOVERED IN GOOD CONDITION.
 ED1377
 ED1377                          STATION RECOVERY (1992)
 ED1377
 ED1377'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1377'STATION IS LOCATED 9.2 MILES NORTH NORTHWEST OF WALHALLA, 10.3 MILES
 ED1377'EAST NORTHEAST OF SALEM. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED1377'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1377'803-737-1350.
 ED1377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 (HIGHLANDS
 ED1377'HIGHWAY), 107 (STATE PARK ROAD) AND BUFFWHALO ROAD, 6.7 MILES
 ED1377'NORTHWEST OF WALHALLA, GO NORTH NORTHWEST ON HIGHWAY 28 FOR 2.55 MILES
 ED1377'TO THE JUNCTION OF STATE ROAD 258 (CHATTOOGA RIDGE ROAD), CONTINUE ON
 ED1377'HIGHWAY 28 FOR 0.3 MILE TO A DRIVEWAY LEFT LEADING TO A WOOD AND BRICK
 ED1377'HOUSE AND THE STATION NEAR A PLANTED AREA WITH A DECORATIVE LAMP ON A
 ED1377'METAL POST IN THE NORTHWEST ANGLE.
 ED1377'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FT ABOVE THE
 ED1377'HIGHWAY, 36.4 FT WEST OF THE CENTER OF THE HIGHWAY, 18.5 FT NORTH
 ED1377'OF THE CENTER OF THE DRIVEWAY, 6.3 FT WEST OF THE METAL LAMP POST,
 ED1377'39.5 FT NORTH OF A POWER POLE WITH TRANSFORMER AND GUY WIRE, 77.3
 ED1377'FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE CARPORT OF THE HOUSE.
 ED1377'RECOVERED BY T. HALL.
 ED1377
 ED1377                          STATION RECOVERY (2005)
 ED1377
 ED1377'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1378 ***********************************************************************
 ED1378  DESIGNATION -  37 007 AZ MK
 ED1378  PID         -  ED1378
 ED1378  STATE/COUNTY-  SC/OCONEE
 ED1378  USGS QUAD   -  WHETSTONE (1980)
 ED1378
 ED1378                         *CURRENT SURVEY CONTROL
 ED1378  ___________________________________________________________________
 ED1378* NAD 83(2001)-  34 48 53.01393(N)    083 09 38.92571(W)     ADJUSTED  
 ED1378* NAVD 88     -       519.2    (meters)    1703.     (feet)  VERTCON   
 ED1378  ___________________________________________________________________
 ED1378  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 ED1378  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 ED1378
 ED1378  HORZ ORDER  -  SECOND
 ED1378
 ED1378.The horizontal coordinates were established by classical geodetic methods
 ED1378.and adjusted by the National Geodetic Survey in March 2004..
 ED1378
 ED1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1378
 ED1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1378
 ED1378.The geoid height was determined by GEOID03.
 ED1378
 ED1378;                    North         East     Units Scale Factor Converg.
 ED1378;SPC SC       -   332,708.690   411,915.477   MT  0.99999344   -1 11 52.6
 ED1378;SPC SC       - 1,091,563.94  1,351,428.73   iFT  0.99999344   -1 11 52.6
 ED1378;UTM  17      - 3,854,625.516   302,362.412   MT  1.00008145   -1 14 02.6
 ED1378
 ED1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1378!SPC SC       -   0.99992327  x   0.99999344  =   0.99991671
 ED1378!UTM  17      -   0.99992327  x   1.00008145  =   1.00000471
 ED1378
 ED1378                          SUPERSEDED SURVEY CONTROL
 ED1378
 ED1378  NAD 83(1986)-  34 48 53.02082(N)    083 09 38.92452(W) AD(       ) 2
 ED1378  NAD 27      -  34 48 52.69287(N)    083 09 39.36157(W) AD(       ) 2
 ED1378  NGVD 29 (07/19/86)  519.2    (m)         1703.     (f) VERT ANG       
 ED1378
 ED1378.Superseded values are not recommended for survey control.
 ED1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1378.See file dsdata.txt to determine how the superseded data were derived.
 ED1378
 ED1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0236254626(NAD 83)
 ED1378_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1378_SP_SET: CONCRETE POST
 ED1378_STAMPING: AZ MK 37 007 1980
 ED1378_MARK LOGO: SCGS  
 ED1378_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1378+STABILITY: SURFACE MOTION
 ED1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1378+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 ED1378
 ED1378  HISTORY     - Date     Condition        Report By
 ED1378  HISTORY     - 1980     MONUMENTED       SCGS
 ED1378  HISTORY     - 1980     GOOD             SCGS
 ED1378  HISTORY     - 19920630 GOOD             SCGS
 ED1378  HISTORY     - 20050326 GOOD             USPSQD
 ED1378
 ED1378                          STATION DESCRIPTION
 ED1378
 ED1378'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1378'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) NORTHEAST OF LONG
 ED1378'CREEK, 8.0 KM (5.0 MI)NORTHWEST OF WALHALLA, 6.4 KM (4.0 MI)
 ED1378'SOUTH-SOUTHEAST OF MOUNTAIN REST.
 ED1378'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1378'PO BOX 191, COLUMBIA SC  29202,  PHONE 803-758-3414.
 ED1378'
 ED1378'TO REACH THE STATION FROM THE STUMP HOUSE RANGER STATION, ABOUT
 ED1378'8.0 KM (5.0 MI) NORTHWEST OF WALHALLA.  GO NORTHWEST ON STATE
 ED1378'HIGHWAY 28 FOR 0.6 KM (0.4 MI) TO THE JUNCTION WITH S-37-193
 ED1378'(WHETSTONE ROAD).  TURN LEFT AND GO WESTERLY ON S-37-193 FOR
 ED1378'0.6 KM (0.35 MI) TO A FORK.  TAKE LEFT FORK FOR 1.0 KM (0.6 MI)
 ED1378'TO STATION 37 007 SCGS ON THE RIGHT, CONTINUE AHEAD FOR
 ED1378'0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 ED1378'
 ED1378'THE STATION IS A STANDARD SCGS DISK
 ED1378'STAMPED---AZ MK  37 007 1980---,
 ED1378'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1378'FLUSH WITH GROUND.  IT IS LOCATED
 ED1378'9.50 METERS (31.16 FT) NORTH FROM THE APPROXIMATE CENTER LINE
 ED1378'OF HIGHWAY 193
 ED1378'3.00 METERS (9.85 FT) SOUTH FROM THE SOUTH EDGE OF THE TIMBERLINE
 ED1378'1.85 METERS (6.07 FT) EAST FROM A POWERLINE POLE AND
 ED1378'1.47 METERS (4.82 FT) EAST FROM A METAL WITNESS POST.
 ED1378'
 ED1378'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1378'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1378
 ED1378                          STATION RECOVERY (1980)
 ED1378
 ED1378'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1378'RECOVERED IN GOOD CONDITION.
 ED1378
 ED1378                          STATION RECOVERY (1992)
 ED1378
 ED1378'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1378'STATION IS LOCATED 5.0 MILES NORTHWEST OF WALHALLA, 4.0 MILES SOUTH
 ED1378'SOUTHEAST OF MOUNTAIN REST. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED1378'PRECONSTRUCTION, P.O. BOX, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED1378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 (HIGHLANDS
 ED1378'HIGHWAY), 107 (STATE PARK ROAD) AND BUFFWHALO ROAD, 6.7 MILES
 ED1378'NORTHWEST OF WALHALLA, GO SOUTH ON HIGHWAY 28 FOR 1.95 MILES TO THE
 ED1378'JUNCTION OF STATE ROAD 193 (WHETSTONE ROAD) RIGHT AND TUNNEL TOWN
 ED1378'ROAD LEFT, TURN RIGHT ON ROAD 193 FOR 0.7 MILE TO THE JUNCTION OF
 ED1378'STATE ROAD 290 (CASSIDY BRIDGE ROAD), CONTINUE ON ROAD 193 FOR 1.15
 ED1378'MILES TO THE STATION THE RIGHT NEAR A POWER POLE ON AN EMBANKMENT.
 ED1378'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 3.5 FT ABOVE THE
 ED1378'ROAD, 31.2 FT NORTH OF THE CENTER OF THE ROAD, 6.1 FT EAST OF THE
 ED1378'POWER POLE, 4.7 FT EAST OF A WITNESS POST.
 ED1378'RECOVERED BY T. HALL.
 ED1378
 ED1378                          STATION RECOVERY (2005)
 ED1378
 ED1378'RECOVERY NOTE BY US POWER SQUADRON 2005 (DHR)
 ED1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3784 ***********************************************************************
 ED3784  DESIGNATION -  37 007 RESET
 ED3784  PID         -  ED3784
 ED3784  STATE/COUNTY-  SC/OCONEE
 ED3784  USGS QUAD   -  WHETSTONE (1980)
 ED3784
 ED3784                         *CURRENT SURVEY CONTROL
 ED3784  ___________________________________________________________________
 ED3784* NAD 83(2001)-  34 48 55.94671(N)    083 09 16.42489(W)     ADJUSTED  
 ED3784* NAVD 88     -       529.     (meters)    1736.     (feet)  SCALED    
 ED3784  ___________________________________________________________________
 ED3784  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 ED3784  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 ED3784
 ED3784  HORZ ORDER  -  SECOND
 ED3784
 ED3784.The horizontal coordinates were established by classical geodetic methods
 ED3784.and adjusted by the National Geodetic Survey in March 2004..
 ED3784
 ED3784.The orthometric height was scaled from a topographic map.
 ED3784
 ED3784.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3784
 ED3784.The geoid height was determined by GEOID03.
 ED3784
 ED3784;                    North         East     Units Scale Factor Converg.
 ED3784;SPC SC       -   332,787.108   412,489.088   MT  0.99999372   -1 11 40.2
 ED3784;SPC SC       - 1,091,821.22  1,353,310.66   iFT  0.99999372   -1 11 40.2
 ED3784;UTM  17      - 3,854,703.579   302,936.121   MT  1.00007866   -1 13 49.9
 ED3784
 ED3784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3784!SPC SC       -   0.99992173  x   0.99999372  =   0.99991545
 ED3784!UTM  17      -   0.99992173  x   1.00007866  =   1.00000039
 ED3784
 ED3784:                Primary Azimuth Mark                     Grid Az
 ED3784:SPC SC       -  37 007 AZ MK                             262 12 55.7
 ED3784:UTM  17      -  37 007 AZ MK                             262 15 05.4
 ED3784
 ED3784|---------------------------------------------------------------------|
 ED3784| PID    Reference Object                     Distance      Geod. Az  |
 ED3784|                                                           dddmmss.s |
 ED3784| ED1378 37 007 AZ MK                        APPROX. 0.6 KM 2610115.5 |
 ED3784|---------------------------------------------------------------------|
 ED3784
 ED3784                          SUPERSEDED SURVEY CONTROL
 ED3784
 ED3784  NAD 83(1986)-  34 48 55.95355(N)    083 09 16.42399(W) AD(       ) 2
 ED3784  NAD 27      -  34 48 55.62587(N)    083 09 16.86173(W) AD(       ) 2
 ED3784
 ED3784.Superseded values are not recommended for survey control.
 ED3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3784.See file dsdata.txt to determine how the superseded data were derived.
 ED3784
 ED3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0293654704(NAD 83)
 ED3784_MARKER: DD = SURVEY DISK
 ED3784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3784_SP_SET: CONCRETE POST
 ED3784_STAMPING: HORZ 37 007 1980 1992
 ED3784_MARK LOGO: SCGS  
 ED3784_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3784+STABILITY: SURFACE MOTION
 ED3784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3784+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 ED3784
 ED3784  HISTORY     - Date     Condition        Report By
 ED3784  HISTORY     - 1992     MONUMENTED       SCGS
 ED3784  HISTORY     - 20050326 GOOD             USPSQD
 ED3784
 ED3784                          STATION DESCRIPTION
 ED3784
 ED3784'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED3784'STATION IS LOCATED 5.0 MILES NORTHWEST OF WALHALLA, 4.0 MILES SOUTH
 ED3784'SOUTHEAST OF MOUNTAIN REST. OWNERSHIP--JABE S. BUTTS JR., WHETSTONE
 ED3784'ROAD, MOUNTAIN REST, SC 29664, PHONE 803-638-5342.
 ED3784'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 (HIGHLANDS
 ED3784'HIGHWAY), 107 (STATE PARK ROAD) AND BUFFWHALO ROAD, 6.7 MILES
 ED3784'NORTHWEST OF WALHALLA, GO SOUTH ON HIGHWAY 28 FOR 1.95 MILES TO THE
 ED3784'JUNCTION OF STATE ROAD 193 (WHETSTONE ROAD) RIGHT AND TUNNEL TOWN
 ED3784'ROAD LEFT, TURN RIGHT ON ROAD 193 FOR 0.7 MILE TO THE JUNCTION OF
 ED3784'STATE ROAD 290 (CASSIDY BRIDGE ROAD), CONTINUE ON ROAD 193 FOR 0.75
 ED3784'MILE TO A DIRT DRIVEWAY RIGHT AND OLD INDIAN TRAIL ROAD LEFT, TURN
 ED3784'RIGHT ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION NEAR THE SOUTHWEST
 ED3784'CORNER OF A SMALL WOODEN SHED.
 ED3784'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 118.4 FT NORTH OF
 ED3784'THE CENTER OF THE ROAD, 18.5 FT WEST SOUTHWEST OF THE SOUTHWEST
 ED3784'CORNER OF WOODEN SHED, 27.7 FT NORTH OF A 3.0 FOOT SPRUCE PINE TREE,
 ED3784'40.0 FT SOUTH OF A 3.0 FOOT SYCAMORE TREE, 33.7 FT NORTHWEST OF THE
 ED3784'NORTHWEST CORNER OF A BRICK BARBEQUE, 56.0 FT SOUTH SOUTHWEST OF THE
 ED3784'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A STEEL-SIDED BARN,
 ED3784'9.4 FT EAST OF A WITNESS POST.
 ED3784'NOTE-STATION WAS SET DIRECTLY OVER THE UNDERGROUND MARK FOR SURVEY
 ED3784'STATION 37 007.
 ED3784'DESCRIBED BY T. HALL.
 ED3784
 ED3784                          STATION RECOVERY (2005)
 ED3784
 ED3784'RECOVERY NOTE BY US POWER SQUADRON 2005
 ED3784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1447 ***********************************************************************
 ED1447  DESIGNATION -  37 008 AZ MK
 ED1447  PID         -  ED1447
 ED1447  STATE/COUNTY-  SC/OCONEE
 ED1447  USGS QUAD   -  RAINY MOUNTAIN (1981)
 ED1447
 ED1447                         *CURRENT SURVEY CONTROL
 ED1447  ___________________________________________________________________
 ED1447* NAD 83(2001)-  34 46 59.87916(N)    083 15 47.19079(W)     ADJUSTED  
 ED1447* NAVD 88     -       463.5    (meters)    1521.     (feet)  VERTCON   
 ED1447  ___________________________________________________________________
 ED1447  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 ED1447  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ED1447
 ED1447  HORZ ORDER  -  SECOND
 ED1447
 ED1447.The horizontal coordinates were established by classical geodetic methods
 ED1447.and adjusted by the National Geodetic Survey in March 2004..
 ED1447
 ED1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1447
 ED1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1447
 ED1447.The geoid height was determined by GEOID03.
 ED1447
 ED1447;                    North         East     Units Scale Factor Converg.
 ED1447;SPC SC       -   329,423.532   402,481.944   MT  0.99998260   -1 15 16.8
 ED1447;SPC SC       - 1,080,785.87  1,320,478.82   iFT  0.99998260   -1 15 16.8
 ED1447;UTM  17      - 3,851,345.982   292,925.687   MT  1.00012853   -1 17 29.4
 ED1447
 ED1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1447!SPC SC       -   0.99993198  x   0.99998260  =   0.99991458
 ED1447!UTM  17      -   0.99993198  x   1.00012853  =   1.00006050
 ED1447
 ED1447:                Primary Azimuth Mark                     Grid Az
 ED1447:SPC SC       -  37 008                                   337 27 58.3
 ED1447:UTM  17      -  37 008                                   337 30 10.9
 ED1447
 ED1447|---------------------------------------------------------------------|
 ED1447| PID    Reference Object                     Distance      Geod. Az  |
 ED1447|                                                           dddmmss.s |
 ED1447| ED1448 37 008                              APPROX. 0.5 KM 3361241.5 |
 ED1447|---------------------------------------------------------------------|
 ED1447
 ED1447                          SUPERSEDED SURVEY CONTROL
 ED1447
 ED1447  NAD 83(1986)-  34 46 59.88224(N)    083 15 47.19695(W) AD(       ) 2
 ED1447  NAD 27      -  34 46 59.54970(N)    083 15 47.62306(W) AD(       ) 2
 ED1447  NGVD 29 (07/19/86)  463.5    (m)         1521.     (f) VERT ANG       
 ED1447
 ED1447.Superseded values are not recommended for survey control.
 ED1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1447.See file dsdata.txt to determine how the superseded data were derived.
 ED1447
 ED1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9292651346(NAD 83)
 ED1447_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1447_SP_SET: CONCRETE POST
 ED1447_STAMPING: AZ MK 37 008 1980
 ED1447_MARK LOGO: SCGS  
 ED1447_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1447+STABILITY: SURFACE MOTION
 ED1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1447+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 ED1447
 ED1447  HISTORY     - Date     Condition        Report By
 ED1447  HISTORY     - 1980     MONUMENTED       SCGS
 ED1447  HISTORY     - 1980     GOOD             SCGS
 ED1447  HISTORY     - 19920701 GOOD             SCGS
 ED1447  HISTORY     - 20050326 GOOD             USPSQD
 ED1447
 ED1447                          STATION DESCRIPTION
 ED1447
 ED1447'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1447'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) SOUTHEAST OF
 ED1447'CLAYTON, GEORGIA, 13.4 KM (8.3 MI) SOUTHWEST OF MOUNTAIN REST
 ED1447'AND 1.35 KM (0.85 MI) NORTH OF LONG CREEK.
 ED1447'OWNERSHIP--MR GEORGE E WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1447'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1447'
 ED1447'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 76 AND
 ED1447'14 IN LONG CREEK.  GO NORTHERLY ON HIGHWAY 76 FOR 1.05 KM
 ED1447'(0.65 MI) TO THE STATION ON THE RIGHT.
 ED1447'
 ED1447'THE STATION IS A STANDARD SCGS DISK
 ED1447'STAMPED---AZ MK 37 008 1980---,
 ED1447'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1447'FLUSH WITH GROUND.  IT IS LOCATED
 ED1447'5.6 METERS (18.4 FT) EAST FROM THE CENTERLINE OF HIGHWAY 76,
 ED1447'2.4 METERS (7.90 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST AND
 ED1447'2.4 METERS (7.9 FT) SOUTH-SOUTHWEST FROM A LARGE CONCRETE
 ED1447'CULVERT.
 ED1447'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1447'STAMPED---AZ MK 37 008 1980---,
 ED1447'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1447'
 ED1447'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1447'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1447
 ED1447                          STATION RECOVERY (1980)
 ED1447
 ED1447'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1447'RECOVERED IN GOOD CONDITION.
 ED1447
 ED1447                          STATION RECOVERY (1992)
 ED1447
 ED1447'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1447'STATION IS LOCATED 11.5 MILES WEST OF WALHALLA, 12.7
 ED1447'MILES NORTHWEST OF
 ED1447'WESTMINSTER. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED1447'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED1447'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 (HIGHLANDS
 ED1447'HIGHWAY), 107 (STATE PARK ROAD) AND BUFFWHALO ROAD, 6.7 MILES
 ED1447'NORTHWEST OF WALHALLA, GO SOUTH ON HIGHWAY 28 FOR 1.95 MILES TO THE
 ED1447'JUNCTION OF STATE ROAD 193 (WHETSTONE ROAD) RIGHT AND TUNNEL TOWN
 ED1447'ROAD LEFT, TURN RIGHT ON ROAD 193 FOR 4.9 MILES TO THE JUNCTION OF
 ED1447'STATE ROAD 196 (CHATTOOGA RIDGE ROAD), TURN LEFT ON ROAD 196 FOR 5.9
 ED1447'MILES TO THE JUNCTION OF U.S. HIGHWAY 76, TURN LEFT ON HIGHWAY 76 FOR
 ED1447'1.75 MILES TO THE STATION ON THE LEFT NEAR THE SOUTH END OF A HEADWALL
 ED1447'OF A LARGE CONCRETE CULVERT BENEATH THE HIGHWAY.
 ED1447'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 ED1447'HIGHWAY, 18.6 FT EAST OF THE CENTER OF THE ROAD, 8.0 FT SOUTH
 ED1447'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HEADWALL, 8.1 FT SOUTH
 ED1447'SOUTHWEST OF A WITNESS POST.
 ED1447'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 37 008.
 ED1447'RECOVERED BY T. HALL.
 ED1447
 ED1447                          STATION RECOVERY (2005)
 ED1447
 ED1447'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSO)
 ED1447'WITNESS POST BROKEN OFF AND UPPER HALF MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1370 ***********************************************************************
 ED1370  DESIGNATION -  37 009
 ED1370  PID         -  ED1370
 ED1370  STATE/COUNTY-  SC/OCONEE
 ED1370  USGS QUAD   -  WALHALLA (1980)
 ED1370
 ED1370                         *CURRENT SURVEY CONTROL
 ED1370  ___________________________________________________________________
 ED1370* NAD 83(2001)-  34 51 28.79936(N)    083 02 03.46084(W)     ADJUSTED  
 ED1370* NAVD 88     -       354.3    (meters)    1162.     (feet)  VERTCON   
 ED1370  ___________________________________________________________________
 ED1370  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 ED1370  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 ED1370
 ED1370  HORZ ORDER  -  SECOND
 ED1370
 ED1370.The horizontal coordinates were established by classical geodetic methods
 ED1370.and adjusted by the National Geodetic Survey in March 2004..
 ED1370
 ED1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1370
 ED1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1370
 ED1370.The geoid height was determined by GEOID03.
 ED1370
 ED1370;                    North         East     Units Scale Factor Converg.
 ED1370;SPC SC       -   337,273.527   423,583.078   MT  1.00000886   -1 07 40.1
 ED1370;SPC SC       - 1,106,540.44  1,389,708.26   iFT  1.00000886   -1 07 40.1
 ED1370;UTM  17      - 3,859,183.326   314,033.465   MT  1.00002626   -1 09 46.9
 ED1370
 ED1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1370!SPC SC       -   0.99994921  x   1.00000886  =   0.99995807
 ED1370!UTM  17      -   0.99994921  x   1.00002626  =   0.99997547
 ED1370
 ED1370:                Primary Azimuth Mark                     Grid Az
 ED1370:SPC SC       -  37 009 AZ MK                             014 37 15.7
 ED1370:UTM  17      -  37 009 AZ MK                             014 39 22.5
 ED1370
 ED1370|---------------------------------------------------------------------|
 ED1370| PID    Reference Object                     Distance      Geod. Az  |
 ED1370|                                                           dddmmss.s |
 ED1370| ED1369 37 009 AZ MK                        426.788 METERS 0132935.6 |
 ED1370|---------------------------------------------------------------------|
 ED1370
 ED1370                          SUPERSEDED SURVEY CONTROL
 ED1370
 ED1370  NAD 83(1986)-  34 51 28.80736(N)    083 02 03.46083(W) AD(       ) 2
 ED1370  NAD 27      -  34 51 28.47635(N)    083 02 03.89310(W) AD(       ) 2
 ED1370  NGVD 29 (07/19/86)  354.3    (m)         1162.     (f) VERT ANG       
 ED1370
 ED1370.Superseded values are not recommended for survey control.
 ED1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1370.See file dsdata.txt to determine how the superseded data were derived.
 ED1370
 ED1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1403359183(NAD 83)
 ED1370_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1370+STABILITY: SURFACE MOTION
 ED1370
 ED1370  HISTORY     - Date     Condition        Report By
 ED1370  HISTORY     - 1980     MONUMENTED       SCGS
 ED1370  HISTORY     - 19910423 MARK NOT FOUND   SCGS
 ED1370
 ED1370                          STATION DESCRIPTION
 ED1370
 ED1370'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1370'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTH-NORTHEAST OF
 ED1370'WALHALLA, 6.4 KM (4.0 MI) SOUTHWEST OF SALEM AND 2.4 KM (1.5
 ED1370'MI) SOUTHWEST OF TAMASSE, ALONG STATE HIGHWAY 11 RIGHT-OF-WAY
 ED1370'AT THE JUNCTION WITH COUNTY ROAD S-37-94.
 ED1370'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1370'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414.
 ED1370'
 ED1370'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 ED1370'183, ABOUT 5.6 KM (3.5 MI) NORTHEAST OF WAHALLA.  GO NORTHERLY ON
 ED1370'HIGHWAY 11 FOR 3.2 KM (2.0 MI) TO THE PICKETT POST JUNCTION OF
 ED1370'11, 198, AND 95, CONTINUE FOR 3.75 KM (2.75 MI) TO THE STATION
 ED1370'ON THE LEFT.
 ED1370'
 ED1370'THE STATION IS A STANDARD SCGS DISK
 ED1370'STAMPED---HORZ 37 009 1980---,
 ED1370'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1370'FLUSH WITH GROUND.  IT IS LOCATED
 ED1370'24.8 METERS (81.8 FT) NORTH FROM THE APPROXIMATE CENTER OF A
 ED1370'PAVED DRIVE,
 ED1370'7.5 METERS (24.6 FT) WEST FROM THE APPROXIMATE CENTER OF
 ED1370'HIGHWAY 11,
 ED1370'1.11 METERS (3.8 FT) NORTH FROM A METAL WITNESS POST AND
 ED1370'0.61 METER (2.1 FT) WEST FROM A GUARDRAIL.
 ED1370'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1370'STAMPED---HORZ 37 009 1980---,
 ED1370'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1370'
 ED1370'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1370'STAMPED---AZ MK 37 009 1980---,
 ED1370'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1370'FLUSH WITH GROUND.  IT IS LOCATED
 ED1370'25.1 METERS (82.1 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 ED1370'OF HIGHWAY 11,
 ED1370'6.0 METERS (19.6 FT) EAST-SOUTHEAST FROM A BLAZED TREE,
 ED1370'4.0 METERS (13.1 FT) NORTH-NORTHEAST FROM A TELEPHONE JUNCTION
 ED1370'BOX AND
 ED1370'1.3 METERS (3.8 FT) SOUTH FROM A METAL WITNESS POST.
 ED1370'
 ED1370'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED
 ED1370'NORTHERLY ON STATE HIGHWAY 11 FOR
 ED1370'0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE LEFT AT A HIGH BANK.
 ED1370'
 ED1370'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1370'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1370
 ED1370                          STATION RECOVERY (1991)
 ED1370
 ED1370'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1369 ***********************************************************************
 ED1369  DESIGNATION -  37 009 AZ MK
 ED1369  PID         -  ED1369
 ED1369  STATE/COUNTY-  SC/OCONEE
 ED1369  USGS QUAD   -  WALHALLA (1980)
 ED1369
 ED1369                         *CURRENT SURVEY CONTROL
 ED1369  ___________________________________________________________________
 ED1369* NAD 83(2001)-  34 51 42.26657(N)    083 01 59.54033(W)     ADJUSTED  
 ED1369* NAVD 88     -       362.810  (meters)    1190.32   (feet)  ADJUSTED  
 ED1369  ___________________________________________________________________
 ED1369  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 ED1369  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 ED1369  DYNAMIC HT  -         362.429 (meters)    1189.07  (feet)  COMP
 ED1369  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 ED1369
 ED1369  HORZ ORDER  -  SECOND
 ED1369  VERT ORDER  -  FIRST     CLASS II
 ED1369
 ED1369.The horizontal coordinates were established by classical geodetic methods
 ED1369.and adjusted by the National Geodetic Survey in March 2004..
 ED1369
 ED1369.The orthometric height was determined by differential leveling
 ED1369.and adjusted by the National Geodetic Survey in August 1993..
 ED1369
 ED1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1369
 ED1369.The geoid height was determined by GEOID03.
 ED1369
 ED1369.The dynamic height is computed by dividing the NAVD 88
 ED1369.geopotential number by the normal gravity value computed on the
 ED1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1369.degrees latitude (g = 980.6199 gals.).
 ED1369
 ED1369.The modeled gravity was interpolated from observed gravity values.
 ED1369
 ED1369;                    North         East     Units Scale Factor Converg.
 ED1369;SPC SC       -   337,686.498   423,690.811   MT  1.00001022   -1 07 37.9
 ED1369;SPC SC       - 1,107,895.33  1,390,061.72   iFT  1.00001022   -1 07 37.9
 ED1369;UTM  17      - 3,859,596.238   314,141.454   MT  1.00002576   -1 09 45.0
 ED1369
 ED1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1369!SPC SC       -   0.99994787  x   1.00001022  =   0.99995808
 ED1369!UTM  17      -   0.99994787  x   1.00002576  =   0.99997362
 ED1369
 ED1369:                Primary Azimuth Mark                     Grid Az
 ED1369:SPC SC       -  37 009                                   194 37 15.7
 ED1369:UTM  17      -  37 009                                   194 39 22.8
 ED1369
 ED1369|---------------------------------------------------------------------|
 ED1369| PID    Reference Object                     Distance      Geod. Az  |
 ED1369|                                                           dddmmss.s |
 ED1369| ED1370 37 009                              426.788 METERS 1932937.8 |
 ED1369|---------------------------------------------------------------------|
 ED1369
 ED1369                          SUPERSEDED SURVEY CONTROL
 ED1369
 ED1369  NAD 83(1986)-  34 51 42.27436(N)    083 01 59.54028(W) AD(       ) 2
 ED1369  NAD 27      -  34 51 41.94399(N)    083 01 59.97303(W) AD(       ) 2
 ED1369  NGVD 29 (12/12/91)  362.848  (m)         1190.44   (f) ADJUSTED    1 2
 ED1369
 ED1369.Superseded values are not recommended for survey control.
 ED1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1369.See file dsdata.txt to determine how the superseded data were derived.
 ED1369
 ED1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1414159596(NAD 83)
 ED1369_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1369_SP_SET: CONCRETE POST
 ED1369_STAMPING: AZ MK 37 009 1980
 ED1369_MARK LOGO: SCGS  
 ED1369_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1369+STABILITY: SURFACE MOTION
 ED1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1369+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1992
 ED1369
 ED1369  HISTORY     - Date     Condition        Report By
 ED1369  HISTORY     - 1980     MONUMENTED       SCGS
 ED1369  HISTORY     - 1980     GOOD             SCGS
 ED1369  HISTORY     - 19910423 GOOD             SCGS
 ED1369  HISTORY     - 19920701 GOOD             SCGS
 ED1369
 ED1369                          STATION DESCRIPTION
 ED1369
 ED1369'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1369'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTH-NORTHEAST OF
 ED1369'WALHALLA, 6.4 KM (4.0 MI) SOUTHWEST OF SALEM AND 2.4 KM (1.5 MI)
 ED1369'SOUTHWEST OF TAMASSE ALONG STATE HIGHWAY 11
 ED1369'RIGHT-OF-WAY AT A CUT BANK.
 ED1369'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1369'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414.
 ED1369'
 ED1369'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND
 ED1369'183, ABOUT 5.6 KM (3.5 MI) NORTHEAST OF WALHALLA, GO NORTHERLY ON
 ED1369'HIGHWAY 11 FOR 3.2 KM (2.0 MI) TO THE PICKETT POST JUNCTION OF 11,
 ED1369'195 AND 95.  CONTINUE FOR 3.75 KM (2.75 MI) TO STATION 37 009 SCGS
 ED1369'ON THE LEFT.  CONTINUE ON HIGHWAY 11 FOR 0.35 KM (0.25 MI) TO THE
 ED1369'STATION ON THE LEFT AT A HIGH BANK.
 ED1369'
 ED1369'THE STATION IS A STANDARD SCGS DISK
 ED1369'STAMPED---AZ MK 37 009 1980---,
 ED1369'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1369'FLUSH WITH GROUND.  IT IS LOCATED
 ED1369'25.1 METERS (82.1 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 ED1369'OF HIGHWAY 11,
 ED1369'6.0 METERS (19.6 FT) EAST-SOUTHEAST FROM A BLAZED TREE,
 ED1369'4.0 METERS (13.1 FT) NORTH-NORTHEAST FROM A TELEPHONE JUNCTION
 ED1369'BOX AND
 ED1369'1.3 METERS (3.8 FT) SOUTH FROM A METAL WITNESS POST.
 ED1369'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1369'STAMPED---AZ MK 37 009 1980---,
 ED1369'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1369'
 ED1369'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1369'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1369
 ED1369                          STATION RECOVERY (1980)
 ED1369
 ED1369'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1369'RECOVERED IN GOOD CONDITION.
 ED1369
 ED1369                          STATION RECOVERY (1991)
 ED1369
 ED1369'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1369'STATION IS LOCATED 1.5 SOUTH SOUTHWEST OF TAMASSEE.
 ED1369'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1369'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED1369'THE JUNCTION OF STATE HIGHWAYS 11 AND 130 (WHITEWATER FALLS ROAD),
 ED1369'1.1 MILES (1.8 KM) NORTH NORTHWEST OF SALEM, GO WEST SOUTHWEST ON
 ED1369'HIGHWAY 11 FOR 3.5 MILES (5.6 KM) TO THE JUNCTION OF STATE ROAD 32
 ED1369'(BUMGARDNER DRIVE), CONTINUE ON HIGHWAY 11 FOR 0.75 MILE (1.21 KM) TO
 ED1369'THE STATION ON THE RIGHT ON TOP OF A HIGH CUT BANK, 0.25 MILE (0.40
 ED1369'KM) NORTH OF THE JUNCTION OF STATE ROAD 94 (FLAT SHOALS ROAD).
 ED1369'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 13.5 FEET ABOVE
 ED1369'THE HIGHWAY, 81.8 FEET WEST NORTHWEST OF THE CENTER OF THE HIGHWAY,
 ED1369'13.3 FEET NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX, 45.2 FEET
 ED1369'SOUTH SOUTHWEST OF AN 18-INCH OAK TREE, 3.2 FEET NORTH OF THE
 ED1369'NORTHWEST LEG OF A SIGN (REESES CAFE + GROCERY), 4.4 FEET SOUTH
 ED1369'SOUTHWEST OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
 ED1369
 ED1369                          STATION RECOVERY (1992)
 ED1369
 ED1369'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2666 ***********************************************************************
 ED2666  DESIGNATION -  37 010
 ED2666  PID         -  ED2666
 ED2666  STATE/COUNTY-  SC/OCONEE
 ED2666  USGS QUAD   -  OLD PICKENS (1980)
 ED2666
 ED2666                         *CURRENT SURVEY CONTROL
 ED2666  ___________________________________________________________________
 ED2666* NAD 83(2001)-  34 48 49.79803(N)    082 59 40.22182(W)     ADJUSTED  
 ED2666* NAVD 88     -       322.1    (meters)    1057.     (feet)  VERTCON   
 ED2666  ___________________________________________________________________
 ED2666  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 ED2666  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 ED2666
 ED2666  HORZ ORDER  -  SECOND
 ED2666
 ED2666.The horizontal coordinates were established by classical geodetic methods
 ED2666.and adjusted by the National Geodetic Survey in March 2004..
 ED2666
 ED2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2666
 ED2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2666
 ED2666.The geoid height was determined by GEOID03.
 ED2666
 ED2666;                    North         East     Units Scale Factor Converg.
 ED2666;SPC SC       -   332,303.735   427,126.358   MT  0.99999313   -1 06 20.7
 ED2666;SPC SC       - 1,090,235.35  1,401,333.20   iFT  0.99999313   -1 06 20.7
 ED2666;UTM  17      - 3,854,211.333   317,573.836   MT  1.00001018   -1 08 20.4
 ED2666
 ED2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2666!SPC SC       -   0.99995429  x   0.99999313  =   0.99994742
 ED2666!UTM  17      -   0.99995429  x   1.00001018  =   0.99996447
 ED2666
 ED2666:                Primary Azimuth Mark                     Grid Az
 ED2666:SPC SC       -  37 010 AZ MK 1                           110 55 43.5
 ED2666:UTM  17      -  37 010 AZ MK 1                           110 57 43.2
 ED2666
 ED2666|---------------------------------------------------------------------|
 ED2666| PID    Reference Object                     Distance      Geod. Az  |
 ED2666|                                                           dddmmss.s |
 ED2666| ED2665 37 010 AZ MK 1                      416.916 METERS 1094922.8 |
 ED2666| ED2668 WEST UNION OCONEE COUNTY TANK       APPROX. 5.1 KM 1842037.2 |
 ED2666| ED2667 37 010 AZ MK 2                      459.774 METERS 1893149.2 |
 ED2666|---------------------------------------------------------------------|
 ED2666
 ED2666                          SUPERSEDED SURVEY CONTROL
 ED2666
 ED2666  NAD 83(1986)-  34 48 49.80614(N)    082 59 40.22198(W) AD(       ) 2
 ED2666  NAD 27      -  34 48 49.46232(N)    082 59 40.67476(W) AD(       ) 2
 ED2666  NGVD 29 (07/19/86)  322.1    (m)         1057.     (f) VERT ANG       
 ED2666
 ED2666.Superseded values are not recommended for survey control.
 ED2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2666.See file dsdata.txt to determine how the superseded data were derived.
 ED2666
 ED2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1757454211(NAD 83)
 ED2666_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2666_SP_SET: CONCRETE POST
 ED2666_STAMPING: HORZ 37 010 1980
 ED2666_MARK LOGO: SCGS  
 ED2666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2666+STABILITY: SURFACE MOTION
 ED2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2666+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 ED2666
 ED2666  HISTORY     - Date     Condition        Report By
 ED2666  HISTORY     - 1980     MONUMENTED       SCGS
 ED2666  HISTORY     - 1980     GOOD             SCGS
 ED2666  HISTORY     - 19920701 GOOD             SCGS
 ED2666  HISTORY     - 20050202 GOOD             NEWBY
 ED2666
 ED2666                          STATION DESCRIPTION
 ED2666
 ED2666'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2666'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF
 ED2666'WALHALLA, 8.0 KM (5.0 MI) SOUTHEAST OF TAMASSE, 5.6 KM
 ED2666'(3.5 MI) SOUTHEAST OF PICKETT POST AND ACROSS COUNTY ROAD
 ED2666'S-39-24 FROM R.L. OWENS FEED AND SEED STORE.
 ED2666'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2666'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414.
 ED2666'
 ED2666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 183 AND
 ED2666'11.  GO EASTERLY ON HIGHWAY 183 FOR 3.15 KM (1.95 MI) TO THE
 ED2666'JUNCTION OF COUNTY ROAD S-39-24.  TURN LEFT AND GO 0.6 KM
 ED2666'(0.4 MI) TO AZIMUTH MARK 2 ON THE RIGHT, CONTINUE NORTH
 ED2666'FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 ED2666'
 ED2666'THE STATION IS A STANDARD SCGS DISK
 ED2666'STAMPED---HORZ 37 010 1980---,
 ED2666'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2666'FLUSH WITH GROUND.  IT IS LOCATED
 ED2666'21.6 METERS (71.0 FT) EAST FROM THE NORTHEAST CORNER OF
 ED2666'THE R.L. OWENS FEED SUPPLY BUILDING,
 ED2666'7.45 METERS (24.5 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 ED2666'PAVED ROAD,
 ED2666'4.28 METERS (14.1 FT) SOUTH-SOUTHEAST FROM POWER POLE
 ED2666'NUMBER 12 AND
 ED2666'0.85 METER (2.7 FT) SOUTH FROM A METAL WITNESS POST.
 ED2666'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2666'STAMPED---HORZ 37 010 1980---,
 ED2666'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2666'
 ED2666'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2666'STAMPED---AZ MK 1 37 010 1980---,
 ED2666'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2666'FLUSH WITH GROUND.  IT IS LOCATED
 ED2666'21.8 METERS (69.1 FT) EAST-SOUTHEAST FROM A POWER POLE WITH
 ED2666'WIRES CROSSING THE ROAD,
 ED2666'9.12 METERS (29.8 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 ED2666'PAVED ROAD,
 ED2666'1.6 METERS (5.5 FT) EAST FROM A METAL WITNESS POST AND
 ED2666'1.15 METERS (3.4 FT) NORTH FROM THE ELECTRIC FENCE LINE,
 ED2666'
 ED2666'TO REACH AZIMUTH MARK 1 FROM THE STATION PROCEED NORTH 0.05 KM
 ED2666'(0.1 MI) TO A ROAD RIGHT (ENTRANCE TO OLD MODKE AND MOORE FISH CAMP).
 ED2666'TURN RIGHT FOR ABOUT 61.0 METERS (200 FEET).  TURN RIGHT AND GO
 ED2666'SOUTH FOR 0.25 KM (0.35 MI) TO AZIMUTH MARK 1 ON THE RIGHT.
 ED2666'
 ED2666'AZIMUTH MARK NUMBER 2 IS A STANDARD SCGS DISK
 ED2666'STAMPED---AZ MK 2 37 010 1980---,
 ED2666'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2666'FLUSH WITH GROUND.  IT IS LOCATED
 ED2666'12.2 METERS (40.0 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF A
 ED2666'GREEN WOOD FRAMED HOUSE,
 ED2666'6.98 METERS (22.9 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2666'OF THE PAVED ROAD,
 ED2666'1.16 METERS (5.5 FT) NORTH FROM A METAL WITNESS POST AND
 ED2666'0.76 METER (2.5 FT) NORTH FROM A POWER POLE.
 ED2666'
 ED2666'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2666'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2666
 ED2666                          STATION RECOVERY (1980)
 ED2666
 ED2666'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2666'RECOVERED IN GOOD CONDITION.
 ED2666
 ED2666                          STATION RECOVERY (1992)
 ED2666
 ED2666'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2666'STATION IS LOCATED 5.2 MILES NORTHEAST OF WALHALLA, 5.4 MILES SOUTH
 ED2666'SOUTHWEST OF SALEM. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2666'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2666'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAYS 11
 ED2666'AND 183 (PICKENS HIGHWAY), 3.25 MILES NORTHEAST OF WALHALLA, GO EAST
 ED2666'NORTHEAST ON HIGHWAY 183 FOR 1.95 MILES TO THE JUNCTION OF STATE ROAD
 ED2666'24 (COUNTRY JUNCTION ROAD), TURN LEFT ON ROAD 24 FOR 0.6 MILE TO THE
 ED2666'STATION ON THE RIGHT NEAR A POWER POLE NUMBER 12.
 ED2666'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 1.5 FT ABOVE THE
 ED2666'ROAD, 24.6 FT EAST OF THE CENTER OF THE ROAD, 14.3 FT WEST OF THE
 ED2666'POWER POLE, 8.9 FT WEST OF A FENCE LINE, 69.2 FT EAST SOUTHEAST OF
 ED2666'THE SOUTHEAST CORNER OF AN OPEN CARPORT ACROSS THE ROAD, 8.7 FT WEST
 ED2666'OF A WITNESS POST.
 ED2666'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 37 010 AZ MK 2, TALL
 ED2666'GRASS BLOCKS LINE TO SURVEY STATION 37 010 AZ MK 1.
 ED2666'RECOVERED BY T. HALL.
 ED2666
 ED2666                          STATION RECOVERY (2005)
 ED2666
 ED2666'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED2666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2665 ***********************************************************************
 ED2665  DESIGNATION -  37 010 AZ MK 1
 ED2665  PID         -  ED2665
 ED2665  STATE/COUNTY-  SC/OCONEE
 ED2665  USGS QUAD   -  OLD PICKENS (1980)
 ED2665
 ED2665                         *CURRENT SURVEY CONTROL
 ED2665  ___________________________________________________________________
 ED2665* NAD 83(2001)-  34 48 45.20977(N)    082 59 24.78983(W)     ADJUSTED  
 ED2665* NAVD 88     -       316.3    (meters)    1038.     (feet)  VERTCON   
 ED2665  ___________________________________________________________________
 ED2665  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 ED2665  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED2665
 ED2665  HORZ ORDER  -  SECOND
 ED2665
 ED2665.The horizontal coordinates were established by classical geodetic methods
 ED2665.and adjusted by the National Geodetic Survey in March 2004..
 ED2665
 ED2665.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2665
 ED2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2665
 ED2665.The geoid height was determined by GEOID03.
 ED2665
 ED2665;                    North         East     Units Scale Factor Converg.
 ED2665;SPC SC       -   332,154.810   427,515.766   MT  0.99999268   -1 06 12.2
 ED2665;SPC SC       - 1,089,746.75  1,402,610.78   iFT  0.99999268   -1 06 12.2
 ED2665;UTM  17      - 3,854,062.180   317,963.164   MT  1.00000844   -1 08 11.5
 ED2665
 ED2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2665!SPC SC       -   0.99995520  x   0.99999268  =   0.99994788
 ED2665!UTM  17      -   0.99995520  x   1.00000844  =   0.99996364
 ED2665
 ED2665:                Primary Azimuth Mark                     Grid Az
 ED2665:SPC SC       -  WEST UNION OCONEE COUNTY TANK            190 05 40.6
 ED2665:UTM  17      -  WEST UNION OCONEE COUNTY TANK            190 07 39.9
 ED2665
 ED2665|---------------------------------------------------------------------|
 ED2665| PID    Reference Object                     Distance      Geod. Az  |
 ED2665|                                                           dddmmss.s |
 ED2665| ED2668 WEST UNION OCONEE COUNTY TANK       APPROX. 5.0 KM 1885928.4 |
 ED2665| ED2666 37 010                              416.916 METERS 2894931.6 |
 ED2665|---------------------------------------------------------------------|
 ED2665
 ED2665                          SUPERSEDED SURVEY CONTROL
 ED2665
 ED2665  NAD 83(1986)-  34 48 45.21791(N)    082 59 24.79013(W) AD(       ) 2
 ED2665  NAD 27      -  34 48 44.87364(N)    082 59 25.24335(W) AD(       ) 2
 ED2665  NGVD 29 (07/19/86)  316.3    (m)         1038.     (f) VERT ANG       
 ED2665
 ED2665.Superseded values are not recommended for survey control.
 ED2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2665.See file dsdata.txt to determine how the superseded data were derived.
 ED2665
 ED2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1796354062(NAD 83)
 ED2665_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2665_SP_SET: CONCRETE POST
 ED2665_STAMPING: AZ MK 1 37 010 1980
 ED2665_MARK LOGO: SCGS  
 ED2665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2665+STABILITY: SURFACE MOTION
 ED2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2665+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1992
 ED2665
 ED2665  HISTORY     - Date     Condition        Report By
 ED2665  HISTORY     - 1980     MONUMENTED       SCGS
 ED2665  HISTORY     - 1980     GOOD             SCGS
 ED2665  HISTORY     - 19920701 GOOD             SCGS
 ED2665
 ED2665                          STATION DESCRIPTION
 ED2665
 ED2665'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2665'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) NORTHEAST OF WALHALLA,
 ED2665'8.0 KM (5.0 MI) SOUTHEAST OF TAMASSE AND 5.6 KM (3.5 MI)
 ED2665'SOUTHEAST OF PICKETT POST ON ROAD RIGHT-OF-WAY.
 ED2665'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2665'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414.
 ED2665'
 ED2665'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 183 AND
 ED2665'11.  GO EASTERLY ON HIGHWAY 183 FOR 3.15 KM (1.95 MI) TO THE
 ED2665'JUNCTION OF COUNTY ROAD S-39-24, TURN LEFT AND GO 0.6 KM (0.4 MI) TO A
 ED2665'MARK 2 ON THE RIGHT, CONTINUE NORTH FOR 0.5 KM (0.3 MI) TO THE
 ED2665'STATION 37 010 ON THE RIGHT.  CONTINUE 0.1 KM (0.2 MI) TO A ROAD RIGHT
 ED2665'(ENTRANCE TO OLD MODKE AND MOORE FISH CAMP) TURN RIGHT FOR ABOUT
 ED2665'61.0 METERS (200 FEET).  TURN RIGHT AGAIN AND GO SOUTH FOR
 ED2665'0.2 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 ED2665'
 ED2665'THE STATION IS A STANDARD SCGS DISK
 ED2665'STAMPED---AZ MK 1 37 010 1980---,
 ED2665'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2665'FLUSH WITH GROUND.  IT IS LOCATED
 ED2665'21.8 METERS (69.1 FT) EAST-SOUTHEAST FROM A POWER POLE WITH
 ED2665'WIRES CROSSING THE ROAD,
 ED2665'9.12 METERS (29.8 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 ED2665'PAVED ROAD,
 ED2665'1.15 METERS (3.40 FT) NORTH FROM THE ELECTRIC FENCE LINE AND
 ED2665'1.6 METERS (5.5 FT) EAST FROM A METAL WITNESS POST.
 ED2665'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2665'STAMPED---AZ MK 1 37 010 1980---,
 ED2665'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2665'
 ED2665'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2665'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2665
 ED2665                          STATION RECOVERY (1980)
 ED2665
 ED2665'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2665'RECOVERED IN GOOD CONDITION.
 ED2665
 ED2665                          STATION RECOVERY (1992)
 ED2665
 ED2665'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2665'STATION IS LOCATED 5.2 MILES NORTHEAST OF WALHALLA, 5.4 MILES SOUTH
 ED2665'SOUTHWEST OF SALEM. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2665'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2665'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAYS 11
 ED2665'AND 183 (PICKENS HIGHWAY), 3.25 MILES NORTHEAST OF WALHALLA, GO EAST
 ED2665'NORTHEAST ON HIGHWAY 183 FOR 1.95 MILES TO THE JUNCTION OF STATE ROAD
 ED2665'24 (COUNTRY JUNCTION ROAD), TURN LEFT ON ROAD 24 FOR 0.7 MILE TO A
 ED2665'PAVED ROAD RIGHT, TURN RIGHT ON THE PAVED ROAD FOR 0.35 MILE TO THE
 ED2665'STATION ON THE RIGHT NEAR A POWER POLE.
 ED2665'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD,
 ED2665'30.1 FT SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 71.5 FEET
 ED2665'SOUTHEAST OF THE POWER POLE WITH TRANSFORMER, 4.2 FT NORTH NORTHEAST
 ED2665'OF A FENCE LINE, 4.2 FT NORTH NORTHEAST OF A WITNESS POST.
 ED2665'NOTE - TALL GRASS BLOCKS LINE TO SURVEY STATION 37 010.
 ED2665'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2667 ***********************************************************************
 ED2667  DESIGNATION -  37 010 AZ MK 2
 ED2667  PID         -  ED2667
 ED2667  STATE/COUNTY-  SC/OCONEE
 ED2667  USGS QUAD   -  OLD PICKENS (1980)
 ED2667
 ED2667                         *CURRENT SURVEY CONTROL
 ED2667  ___________________________________________________________________
 ED2667* NAD 83(2001)-  34 48 35.08390(N)    082 59 43.21692(W)     ADJUSTED  
 ED2667* NAVD 88     -       310.3    (meters)    1018.     (feet)  VERTCON   
 ED2667  ___________________________________________________________________
 ED2667  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 ED2667  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 ED2667
 ED2667  HORZ ORDER  -  SECOND
 ED2667
 ED2667.The horizontal coordinates were established by classical geodetic methods
 ED2667.and adjusted by the National Geodetic Survey in March 2004..
 ED2667
 ED2667.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2667
 ED2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2667
 ED2667.The geoid height was determined by GEOID03.
 ED2667
 ED2667;                    North         East     Units Scale Factor Converg.
 ED2667;SPC SC       -   331,851.863   427,041.498   MT  0.99999170   -1 06 22.4
 ED2667;SPC SC       - 1,088,752.83  1,401,054.78   iFT  0.99999170   -1 06 22.4
 ED2667;UTM  17      - 3,853,759.503   317,488.713   MT  1.00001057   -1 08 21.7
 ED2667
 ED2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2667!SPC SC       -   0.99995614  x   0.99999170  =   0.99994784
 ED2667!UTM  17      -   0.99995614  x   1.00001057  =   0.99996671
 ED2667
 ED2667                          SUPERSEDED SURVEY CONTROL
 ED2667
 ED2667  NAD 83(1986)-  34 48 35.09202(N)    082 59 43.21710(W) AD(       ) 2
 ED2667  NAD 27      -  34 48 34.74793(N)    082 59 43.67021(W) AD(       ) 2
 ED2667  NGVD 29 (07/19/86)  310.3    (m)         1018.     (f) VERT ANG       
 ED2667
 ED2667.Superseded values are not recommended for survey control.
 ED2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2667.See file dsdata.txt to determine how the superseded data were derived.
 ED2667
 ED2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1748953760(NAD 83)
 ED2667_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2667_SP_SET: CONCRETE POST
 ED2667_STAMPING: AZ MK 2 37 010 1980
 ED2667_MARK LOGO: SCGS  
 ED2667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2667+STABILITY: SURFACE MOTION
 ED2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2667+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1992
 ED2667
 ED2667  HISTORY     - Date     Condition        Report By
 ED2667  HISTORY     - 1980     MONUMENTED       SCGS
 ED2667  HISTORY     - 1980     GOOD             SCGS
 ED2667  HISTORY     - 19920701 GOOD             SCGS
 ED2667
 ED2667                          STATION DESCRIPTION
 ED2667
 ED2667'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2667'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF
 ED2667'WALHALLA, 8.0 KM (5.0 MI) SOUTHEAST OF TAMASSE AND 5.6 KM
 ED2667'(3.5 MI) SOUTHEAST OF PICKETT POST ALONG COUNTY ROAD S-39-24.
 ED2667'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2667'PO BOX 191, COLUMBIA SC  20292,  PHONE 803-758-3414.
 ED2667'
 ED2667'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 183 AND
 ED2667'11.  GO EASTERLY ON HIGHWAY 183 FOR 3.1 KM (1.95 MI) TO THE
 ED2667'JUNCTION OF COUNTY ROAD S-39-24, TURN LEFT AND GO
 ED2667'0.6 KM (0.4 MI) TO THE STATION ON THE RIGHT.
 ED2667'
 ED2667'THE STATION IS A STANDARD SCGS DISK
 ED2667'STAMPED---37 010 AZ MK 2 1980---,
 ED2667'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2667'FLUSH WITH GROUND.  IT IS LOCATED
 ED2667'12.2 METERS (40.0 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF A
 ED2667'GREEN WOOD FRAMED HOUSE,
 ED2667'6.98 METERS (22.9 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2667'OF THE PAVED ROAD,
 ED2667'1.7 METERS (5.5 FT) NORTH FROM A METAL WITNESS POST AND
 ED2667'0.8 METER (2.5 FT) NORTH FROM A POWER POLE.
 ED2667'
 ED2667'NO REFERENCE MARKS WERE ESTABLISHED  AT THIS TIME.
 ED2667'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2667
 ED2667                          STATION RECOVERY (1980)
 ED2667
 ED2667'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2667'RECOVERED IN GOOD CONDITION.
 ED2667
 ED2667                          STATION RECOVERY (1992)
 ED2667
 ED2667'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2667'STATION IS LOCATED 5.2 MILES NORTHEAST OF WALHALLA, 5.4 MILES SOUTH
 ED2667'SOUTHWEST OF SALEM. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2667'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2667'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAYS 11
 ED2667'AND 183 (PICKENS HIGHWAY), 3.25 MILES NORTHEAST OF WALHALLA, GO EAST
 ED2667'NORTHEAST ON HIGHWAY 183 FOR 1.95 MILES TO THE JUNCTION OF STATE ROAD
 ED2667'24 (COUNTRY JUNCTION ROAD), TURN LEFT ON ROAD 24 FOR 0.4 MILE TO THE
 ED2667'STATION ON THE RIGHT NEAR A POWER POLE.
 ED2667'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD,
 ED2667'22.9 FT EAST OF THE CENTER OF THE ROAD, 2.6 FT NORTH OF THE POWER
 ED2667'POLE, 39.8 FT WEST NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 ED2667'BLOCK FOUNDATION OF A SMALL WOODEN HOUSE, 44.7 FT WEST OF THE
 ED2667'NORTHWEST CORNER OF THE CONCRETE BLOCK FOUNDATION OF THE SMALL WOODEN
 ED2667'HOUSE, 9.6 FT WEST OF THE CENTER OF A METAL WATER METER COVER, 4.2
 ED2667'FT NORTH OF A WITNESS POST.
 ED2667'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 37 010, THE STAMPING
 ED2667'OF THE YEAR 1980 (8) NOT READABLE.
 ED2667'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2640 ***********************************************************************
 ED2640  DESIGNATION -  37 011
 ED2640  PID         -  ED2640
 ED2640  STATE/COUNTY-  SC/OCONEE
 ED2640  USGS QUAD   -  SENECA (1980)
 ED2640
 ED2640                         *CURRENT SURVEY CONTROL
 ED2640  ___________________________________________________________________
 ED2640* NAD 83(2001)-  34 42 45.44500(N)    082 55 27.95976(W)     ADJUSTED  
 ED2640* NAVD 88     -       290.7    (meters)     954.     (feet)  VERTCON   
 ED2640  ___________________________________________________________________
 ED2640  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 ED2640  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ED2640
 ED2640  HORZ ORDER  -  SECOND
 ED2640
 ED2640.The horizontal coordinates were established by classical geodetic methods
 ED2640.and adjusted by the National Geodetic Survey in March 2004..
 ED2640
 ED2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2640
 ED2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2640
 ED2640.The geoid height was determined by GEOID03.
 ED2640
 ED2640;                    North         East     Units Scale Factor Converg.
 ED2640;SPC SC       -   320,956.635   433,327.378   MT  0.99995934   -1 04 00.9
 ED2640;SPC SC       - 1,053,007.33  1,421,677.75   iFT  0.99995934   -1 04 00.9
 ED2640;UTM  17      - 3,842,860.622   323,768.795   MT  0.99998281   -1 05 46.2
 ED2640
 ED2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2640!SPC SC       -   0.99995923  x   0.99995934  =   0.99991857
 ED2640!UTM  17      -   0.99995923  x   0.99998281  =   0.99994204
 ED2640
 ED2640:                Primary Azimuth Mark                     Grid Az
 ED2640:SPC SC       -  37 011 AZ MK                             217 18 53.7
 ED2640:UTM  17      -  37 011 AZ MK                             217 20 39.0
 ED2640
 ED2640|---------------------------------------------------------------------|
 ED2640| PID    Reference Object                     Distance      Geod. Az  |
 ED2640|                                                           dddmmss.s |
 ED2640| ED2641 37 011 AZ MK                        APPROX. 0.6 KM 2161452.8 |
 ED2640|---------------------------------------------------------------------|
 ED2640
 ED2640                          SUPERSEDED SURVEY CONTROL
 ED2640
 ED2640  NAD 83(1986)-  34 42 45.45290(N)    082 55 27.95915(W) AD(       ) 2
 ED2640  NAD 27      -  34 42 45.09269(N)    082 55 28.42780(W) AD(       ) 2
 ED2640  NGVD 29 (07/19/86)  290.7    (m)          954.     (f) VERT ANG       
 ED2640
 ED2640.Superseded values are not recommended for survey control.
 ED2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2640.See file dsdata.txt to determine how the superseded data were derived.
 ED2640
 ED2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2376942861(NAD 83)
 ED2640_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2640_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ED2640_SP_SET: IRREGULAR CONCRETE MASS
 ED2640_STAMPING: HORZ 37 011 1980
 ED2640_MARK LOGO: SCGS  
 ED2640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2640+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992
 ED2640
 ED2640  HISTORY     - Date     Condition        Report By
 ED2640  HISTORY     - 1980     MONUMENTED       SCGS
 ED2640  HISTORY     - 1980     GOOD             SCGS
 ED2640  HISTORY     - 19920623 GOOD             SCGS
 ED2640  HISTORY     - 20050326 GOOD             USPSQD
 ED2640
 ED2640                          STATION DESCRIPTION
 ED2640
 ED2640'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2640'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHEAST OF
 ED2640'WALHALLA, 14.5 KM (9.0 MI) WEST-SOUTHWEST OF CENTRAL AND
 ED2640'4.8 KM (3.0 MI) NORTHEAST OF SENECA.
 ED2640'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2640'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2640'
 ED2640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND
 ED2640'STATE HIGHWAYS 76 AND 130, WHICH IS ABOUT 1.6 KM (1.0 MI)
 ED2640'NORTHEAST FROM THE CENTER OF SENECA.  GO NORTHERLY ON HIGHWAY
 ED2640'130 FOR 1.4 KM (0.9 MI) TO THE AZIMUTH MARK ON THE RIGHT,
 ED2640'CONTINUE 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 ED2640'
 ED2640'THE STATION IS A STANDARD SCGS DISK
 ED2640'STAMPED---HORZ 37 011 1980---,
 ED2640'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2640'FLUSH WITH GROUND.  IT IS LOCATED
 ED2640'16.4 METERS (52.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2640'A PAVED ROAD,
 ED2640'12.4 METERS (40.5 FT) NORTH-NORTHEAST FROM A DIRT DRIVE LEADING
 ED2640'TO THE JOCKEY LOT,
 ED2640'1.2 METERS (4.0 FT) WEST-SOUTHWEST FROM A POWER POLE AND
 ED2640'0.94 METER (3.1 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 ED2640'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2640'STAMPED---HORZ 37 011 1980---,
 ED2640'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2640'
 ED2640'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2640'STAMPED---AZ MK 37 011 1980---,
 ED2640'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2640'FLUSH WITH GROUND.  IT IS LOCATED
 ED2640'17.1 METERS (56.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 ED2640'CENTER OF A PAVED ROAD LEADING NORTHEAST,
 ED2640'6.2 METERS (20.5 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 ED2640'CENTER OF HIGHWAY 130 AND
 ED2640'1.44 METERS (4.5 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 ED2640'
 ED2640'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2640'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2640
 ED2640                          STATION RECOVERY (1980)
 ED2640
 ED2640'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2640'RECOVERED IN GOOD CONDITION.
 ED2640
 ED2640                          STATION RECOVERY (1992)
 ED2640
 ED2640'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2640'STATION IS LOCATED 3.0 MILES NORTHEAST OF SENECA. OWNERSHIP--SCDHPT,
 ED2640'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2640'803-737-1350.
 ED2640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123 AND
 ED2640'STATE HIGHWAYS 28 AND 130 IN SENECA, GO NORTHEAST ON HIGHWAY 130 FOR
 ED2640'1.2 MILES TO THE JUNCTION OF STATE ROAD 1 (OLD CLEMSON HIGHWAY) RIGHT
 ED2640'AND THE STATION ON THE LEFT NEAR A POWER POLE AT THE EXTENDED CENTER
 ED2640'OF THE ROAD.
 ED2640'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 ED2640'HIGHWAY, 53.4 FT NORTHWEST OF THE CENTER OF THE HIGHWAY, 38.0 FEET
 ED2640'NORTHEAST OF THE CENTER OF PAVED DRIVEWAY TO A SMALL WOODEN BUILDING,
 ED2640'30.0 FT EAST OF THE EAST CORNER OF A WOODEN BOARDWALK TO A SMALL
 ED2640'WOODEN BUILDING, 3.0 FT SOUTHWEST OF THE POWER POLE NUMBER 41033
 ED2640'WITH TWO TRANSFORMERS, 5 GUY WIRES AND AN ELECTRIC METER ATTACHED,
 ED2640'24.0 FT SOUTH OF A POWER LINE STUB POLE WITH AN ELECTRIC METER
 ED2640'ATTACHED, 2.4 FT SOUTHWEST OF A WITNESS POST.
 ED2640'RECOVERED BY T. HALL.
 ED2640
 ED2640                          STATION RECOVERY (2005)
 ED2640
 ED2640'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTH)
 ED2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2641 ***********************************************************************
 ED2641  DESIGNATION -  37 011 AZ MK
 ED2641  PID         -  ED2641
 ED2641  STATE/COUNTY-  SC/OCONEE
 ED2641  USGS QUAD   -  SENECA (1980)
 ED2641
 ED2641                         *CURRENT SURVEY CONTROL
 ED2641  ___________________________________________________________________
 ED2641* NAD 83(2001)-  34 42 30.45822(N)    082 55 41.26536(W)     ADJUSTED  
 ED2641* NAVD 88     -       287.7    (meters)     944.     (feet)  VERTCON   
 ED2641  ___________________________________________________________________
 ED2641  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 ED2641  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED2641
 ED2641  HORZ ORDER  -  SECOND
 ED2641
 ED2641.The horizontal coordinates were established by classical geodetic methods
 ED2641.and adjusted by the National Geodetic Survey in March 2004..
 ED2641
 ED2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2641
 ED2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2641
 ED2641.The geoid height was determined by GEOID03.
 ED2641
 ED2641;                    North         East     Units Scale Factor Converg.
 ED2641;SPC SC       -   320,501.222   432,980.259   MT  0.99995801   -1 04 08.2
 ED2641;SPC SC       - 1,051,513.20  1,420,538.91   iFT  0.99995801   -1 04 08.2
 ED2641;UTM  17      - 3,842,405.375   323,421.435   MT  0.99998432   -1 05 53.4
 ED2641
 ED2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2641!SPC SC       -   0.99995970  x   0.99995801  =   0.99991771
 ED2641!UTM  17      -   0.99995970  x   0.99998432  =   0.99994402
 ED2641
 ED2641                          SUPERSEDED SURVEY CONTROL
 ED2641
 ED2641  NAD 83(1986)-  34 42 30.46610(N)    082 55 41.26468(W) AD(       ) 2
 ED2641  NAD 27      -  34 42 30.10587(N)    082 55 41.73348(W) AD(       ) 2
 ED2641  NGVD 29 (07/19/86)  287.7    (m)          944.     (f) VERT ANG       
 ED2641
 ED2641.Superseded values are not recommended for survey control.
 ED2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2641.See file dsdata.txt to determine how the superseded data were derived.
 ED2641
 ED2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2342142405(NAD 83)
 ED2641_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2641_MARK LOGO: SCGS  
 ED2641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2641+STABILITY: SURFACE MOTION
 ED2641
 ED2641  HISTORY     - Date     Condition        Report By
 ED2641  HISTORY     - 1980     MONUMENTED       SCGS
 ED2641  HISTORY     - 19920623 MARK NOT FOUND   SCGS
 ED2641
 ED2641                          STATION DESCRIPTION
 ED2641
 ED2641'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2641'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHEAST OF
 ED2641'WALHALLA, 14.5 KM (9.0 MI) WEST-SOUTHWEST OF CENTRAL, 4.8 KM
 ED2641'(3.0 MI) NORTHEAST OF SENECA.
 ED2641'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2641'PO BOX 191, COLUMBIA SC  29202,  PHONE 803-758-3414.
 ED2641'
 ED2641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND
 ED2641'STATE HIGHWAYS 76 AND 130, WHICH IS ABOUT 1.6 KM (1.0 MI)
 ED2641'NORTHEAST FROM THE CENTER OF SENECA.  PROCEED NORTHERLY ON
 ED2641'HIGHWAY 130 FOR 1.4 KM (0.9 MI) TO THE STATION ON THE RIGHT.
 ED2641'
 ED2641'THE STATION IS A STANDARD SCGS DISK
 ED2641'STAMPED---AZ MK 37 011 1980---,
 ED2641'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2641'FLUSH WITH GROUND.  IT IS LOCATED
 ED2641'17.1 METERS (56.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 ED2641'CENTER OF A PAVED ROAD LEADING NORTHEAST,
 ED2641'6.2 METERS (20.5 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 ED2641'CENTER OF HIGHWAY 130 AND
 ED2641'1.4 METERS (4.5 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 ED2641'
 ED2641'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2641'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2641
 ED2641                          STATION RECOVERY (1992)
 ED2641
 ED2641'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2641'NOT RECOVERED, SEARCH WAS CONDUCTED WITH NO RESULTS, ORIGINAL WITNESS
 ED2641'POST WAS FOUND LEANING  AGAINST A TREE, THE ONLY MEASUREMENT LEFT WAS
 ED2641'THE CENTER OF THE HIGHWAY.
 ED2641'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2644 ***********************************************************************
 ED2644  DESIGNATION -  37 012
 ED2644  PID         -  ED2644
 ED2644  STATE/COUNTY-  SC/OCONEE
 ED2644  USGS QUAD   -  SENECA (1980)
 ED2644
 ED2644                         *CURRENT SURVEY CONTROL
 ED2644  ___________________________________________________________________
 ED2644* NAD 83(2001)-  34 43 57.08723(N)    082 58 15.25098(W)     ADJUSTED  
 ED2644* NAVD 88     -       250.1    (meters)     821.     (feet)  VERTCON   
 ED2644  ___________________________________________________________________
 ED2644  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 ED2644  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 ED2644
 ED2644  HORZ ORDER  -  SECOND
 ED2644
 ED2644.The horizontal coordinates were established by classical geodetic methods
 ED2644.and adjusted by the National Geodetic Survey in March 2004..
 ED2644
 ED2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2644
 ED2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2644
 ED2644.The geoid height was determined by GEOID03.
 ED2644
 ED2644;                    North         East     Units Scale Factor Converg.
 ED2644;SPC SC       -   323,244.054   429,113.485   MT  0.99996573   -1 05 33.6
 ED2644;SPC SC       - 1,060,511.99  1,407,852.64   iFT  0.99996573   -1 05 33.6
 ED2644;UTM  17      - 3,845,150.307   319,555.973   MT  1.00000133   -1 07 23.6
 ED2644
 ED2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2644!SPC SC       -   0.99996560  x   0.99996573  =   0.99993133
 ED2644!UTM  17      -   0.99996560  x   1.00000133  =   0.99996693
 ED2644
 ED2644:                Primary Azimuth Mark                     Grid Az
 ED2644:SPC SC       -  37 012 AZ MK                             242 11 51.4
 ED2644:UTM  17      -  37 012 AZ MK                             242 13 41.4
 ED2644
 ED2644|---------------------------------------------------------------------|
 ED2644| PID    Reference Object                     Distance      Geod. Az  |
 ED2644|                                                           dddmmss.s |
 ED2644| ED2645 37 012 AZ MK                        APPROX. 0.6 KM 2410617.8 |
 ED2644|---------------------------------------------------------------------|
 ED2644
 ED2644                          SUPERSEDED SURVEY CONTROL
 ED2644
 ED2644  NAD 83(1986)-  34 43 57.09539(N)    082 58 15.25159(W) AD(       ) 2
 ED2644  NAD 27      -  34 43 56.74318(N)    082 58 15.71538(W) AD(       ) 2
 ED2644  NGVD 29 (07/19/86)  250.1    (m)          821.     (f) VERT ANG       
 ED2644
 ED2644.Superseded values are not recommended for survey control.
 ED2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2644.See file dsdata.txt to determine how the superseded data were derived.
 ED2644
 ED2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1955645150(NAD 83)
 ED2644_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2644_SP_SET: CONCRETE POST
 ED2644_STAMPING: HORZ 37 012 1980
 ED2644_MARK LOGO: SCGS  
 ED2644_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2644+STABILITY: SURFACE MOTION
 ED2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2644+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1992
 ED2644
 ED2644  HISTORY     - Date     Condition        Report By
 ED2644  HISTORY     - 1980     MONUMENTED       SCGS
 ED2644  HISTORY     - 1980     GOOD             SCGS
 ED2644  HISTORY     - 19920629 GOOD             SCGS
 ED2644
 ED2644                          STATION DESCRIPTION
 ED2644
 ED2644'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2644'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHEAST OF
 ED2644'WESTMINISTER, 9.6 KM (6.0 MI) SOUTHEAST OF WALHALLA, 6.4 KM
 ED2644'(4.0 MI) NORTH-NORTHWEST OF SENECA.
 ED2644'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2644'PO BOX 191, COLUMBIA SC 29202, PHONE  803-758-3414.
 ED2644'
 ED2644'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 123 76,
 ED2644'AND 28.  GO NORTHWEST ON HIGHWAY 28 FOR 1.85 KM (1.15 MI) TO THE
 ED2644'JUNCTION WITH STATE HIGHWAY 188, TURN RIGHT GOING NORTHERLY FOR
 ED2644'3.5 KM (2.2 MI) TO THE AZIMUTH MARK ON THE RIGHT.   CONTINUE
 ED2644'NORTHERLY ON HIGHWAY 188 CROSSING A BRIDGE, FOR 0.55 KM (0.35 MI)
 ED2644'TO THE STATION ON THE LEFT.
 ED2644'
 ED2644'THE STATION IS A STANDARD SCGS DISK
 ED2644'STAMPED---HORZ 37 012 1980---,
 ED2644'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2644'FLUSH WITH GROUND.  IT IS LOCATED
 ED2644'7.3 METERS (24.0 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 ED2644'CENTER OF A PAVED ROAD,
 ED2644'1.2 METERS (4.0 FT) WEST FROM A (DRIVE) SAFELY SIGN,
 ED2644'0.9 METERS (3.0 FT) EAST FROM A METAL WITNESS POST AND
 ED2644'0.8 METERS (2.5 FT) NORTH-NORTHEAST FROM A METAL GUARDRAIL.
 ED2644'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2644'STAMPED---HORZ 37 012 1980---,
 ED2644'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2644'
 ED2644'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2644'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2644'FLUSH WITH GROUND.  IT IS LOCATED
 ED2644'7.6 METERS (25.0 FT) EAST-NORTHEAST FROM A POWER POLE,
 ED2644'7.2 METERS (23.5 FT) SOUTH FROM THE APPROXIMATE CENTER OF A
 ED2644'PAVED ROAD,
 ED2644'1.2 METERS (4.0 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST AND
 ED2644'0.9 METER (3.0 FT) SOUTH FROM THE METAL GUARDRAIL.
 ED2644'
 ED2644'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2644'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2644
 ED2644                          STATION RECOVERY (1980)
 ED2644
 ED2644'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2644'RECOVERED IN GOOD CONDITION.
 ED2644
 ED2644                          STATION RECOVERY (1992)
 ED2644
 ED2644'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2644'STATION IS LOCATED 3.55 MILES NORTH OF SENECA. OWNERSHIP--SCDHPT,
 ED2644'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2644'803-737-1350.
 ED2644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 (BLUE
 ED2644'RIDGE BOULEVARD) AND 188 (KEOWEE SCHOOL ROAD), 2.5 MILES NORTHWEST OF
 ED2644'SENECA, GO NORTHEAST ON HIGHWAY 188 FOR 2.6 MILES TO THE STATION ON
 ED2644'THE LEFT BEHIND A GUARDRAIL AND NEAR A METAL POST WITH SIGN (BRIDGE
 ED2644'ICES BEFORE ROAD).
 ED2644'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 ED2644'HIGHWAY, 23.2 FT NORTHWEST OF THE CENTER OF THE HIGHWAY, 19.3 FEET
 ED2644'NORTHEAST OF THE METAL SIGN POST, 2.1 FT NORTHWEST OF THE GUARD RAIL,
 ED2644'115.0 FT NORTHWEST OF THE EXTENDED CENTER OF A CONCRETE DRIVEWAY
 ED2644'LEADING TO A LAKE HOUSE NUMBER 800 ACROSS THE HIGHWAY, 2.9 FT NORTH
 ED2644'NORTHEAST OF A WITNESS POST.
 ED2644'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 37 012 AZ MK.
 ED2644'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2645 ***********************************************************************
 ED2645  DESIGNATION -  37 012 AZ MK
 ED2645  PID         -  ED2645
 ED2645  STATE/COUNTY-  SC/OCONEE
 ED2645  USGS QUAD   -  SENECA (1980)
 ED2645
 ED2645                         *CURRENT SURVEY CONTROL
 ED2645  ___________________________________________________________________
 ED2645* NAD 83(2001)-  34 43 47.19481(N)    082 58 36.96005(W)     ADJUSTED  
 ED2645* NAVD 88     -       252.1    (meters)     827.     (feet)  VERTCON   
 ED2645  ___________________________________________________________________
 ED2645  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 ED2645  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 ED2645
 ED2645  HORZ ORDER  -  SECOND
 ED2645
 ED2645.The horizontal coordinates were established by classical geodetic methods
 ED2645.and adjusted by the National Geodetic Survey in March 2004..
 ED2645
 ED2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2645
 ED2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2645
 ED2645.The geoid height was determined by GEOID03.
 ED2645
 ED2645;                    North         East     Units Scale Factor Converg.
 ED2645;SPC SC       -   322,949.828   428,555.494   MT  0.99996484   -1 05 45.6
 ED2645;SPC SC       - 1,059,546.68  1,406,021.96   iFT  0.99996484   -1 05 45.6
 ED2645;UTM  17      - 3,844,856.368   318,997.804   MT  1.00000381   -1 07 35.7
 ED2645
 ED2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2645!SPC SC       -   0.99996528  x   0.99996484  =   0.99993012
 ED2645!UTM  17      -   0.99996528  x   1.00000381  =   0.99996909
 ED2645
 ED2645                          SUPERSEDED SURVEY CONTROL
 ED2645
 ED2645  NAD 83(1986)-  34 43 47.20300(N)    082 58 36.96066(W) AD(       ) 2
 ED2645  NAD 27      -  34 43 46.85100(N)    082 58 37.42411(W) AD(       ) 2
 ED2645  NGVD 29 (07/19/86)  252.1    (m)          827.     (f) VERT ANG       
 ED2645
 ED2645.Superseded values are not recommended for survey control.
 ED2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2645.See file dsdata.txt to determine how the superseded data were derived.
 ED2645
 ED2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1899844856(NAD 83)
 ED2645_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2645_SP_SET: CONCRETE POST
 ED2645_STAMPING: AZ MK 37 012 1980
 ED2645_MARK LOGO: SCGS  
 ED2645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2645+STABILITY: SURFACE MOTION
 ED2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2645+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1992
 ED2645
 ED2645  HISTORY     - Date     Condition        Report By
 ED2645  HISTORY     - 1980     MONUMENTED       SCGS
 ED2645  HISTORY     - 1980     GOOD             SCGS
 ED2645  HISTORY     - 19920629 GOOD             SCGS
 ED2645
 ED2645                          STATION DESCRIPTION
 ED2645
 ED2645'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2645'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHEAST OF
 ED2645'WESTMINISTER, 9.6 KM (6.0 MI) SOUTHEAST OF WALHALLA, 6.4 KM
 ED2645'(4.0 MI) NORTH NORTHWEST OF SENECA.
 ED2645'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2645'PO BOX 191, COLUMBIA SC  29202, PHONE 803-758-3414.
 ED2645'
 ED2645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 123 AND
 ED2645'76 AND 28.  GO NORTHWEST ON HIGHWAY 28 FOR
 ED2645'1.85 KM (1.15 MI) TO THE JUNCTION WITH STATE HIGHWAY 188,
 ED2645'TURN RIGHT GOING NORTHERLY FOR 3.5 KM (2.2 MI) TO THE
 ED2645'STATION ON THE RIGHT.
 ED2645'
 ED2645'THE STATION IS A STANDARD SCGS DISK
 ED2645'STAMPED---AZ MK 37 012 1980---,
 ED2645'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2645'FLUSH WITH GROUND.  IT IS LOCATED
 ED2645'7.6 METERS (25.0 FT) EAST-NORTHEAST FROM A POWER POLE,
 ED2645'7.2 METERS (23.5 FT) SOUTH FROM THE APPROXIMATE CENTER OF PAVED
 ED2645'ROAD,
 ED2645'1.2 METERS (4.0 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST AND
 ED2645'0.9 METERS (3.0 FT) SOUTH FROM A METAL GUARDRAIL.
 ED2645'
 ED2645'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2645'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2645
 ED2645                          STATION RECOVERY (1980)
 ED2645
 ED2645'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2645'RECOVERED IN GOOD CONDITION.
 ED2645
 ED2645                          STATION RECOVERY (1992)
 ED2645
 ED2645'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2645'STATION IS LOCATED 3.4 MILES NORTH OF SENECA. OWNERSHIP--SCDHPT,
 ED2645'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2645'803-737-1350.
 ED2645'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 (BLUE
 ED2645'RIDGE BOULEVARD) AND 188 (KEOWEE SCHOOL ROAD), 2.5 MILES NORTHWEST OF
 ED2645'SENECA, GO NORTHEAST ON HIGHWAY 188 FOR 2.2 MILES TO THE STATION ON
 ED2645'THE RIGHT BEHIND A GUARD RAIL AND NEAR A POWER POLE.
 ED2645'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 ED2645'HIGHWAY, 23.9 FT SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 27.6
 ED2645'FT NORTHEAST OF THE POWER POLE WITH A SCGS REFERENCE WASHER
 ED2645'ATTACHED, 2.7 FT SOUTH SOUTHEAST OF THE GUARD RAIL, 2.4 FEET SOUTH
 ED2645'SOUTHEAST OF A WITNESS POST.
 ED2645'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 37 012.
 ED2645'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2648 ***********************************************************************
 ED2648  DESIGNATION -  37 013
 ED2648  PID         -  ED2648
 ED2648  STATE/COUNTY-  SC/OCONEE
 ED2648  USGS QUAD   -  SENECA (1980)
 ED2648
 ED2648                         *CURRENT SURVEY CONTROL
 ED2648  ___________________________________________________________________
 ED2648* NAD 83(2001)-  34 39 46.06659(N)    082 59 45.66903(W)     ADJUSTED  
 ED2648* NAVD 88     -       283.4    (meters)     930.     (feet)  VERTCON   
 ED2648  ___________________________________________________________________
 ED2648  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 ED2648  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED2648
 ED2648  HORZ ORDER  -  SECOND
 ED2648
 ED2648.The horizontal coordinates were established by classical geodetic methods
 ED2648.and adjusted by the National Geodetic Survey in March 2004..
 ED2648
 ED2648.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2648
 ED2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2648
 ED2648.The geoid height was determined by GEOID03.
 ED2648
 ED2648;                    North         East     Units Scale Factor Converg.
 ED2648;SPC SC       -   315,554.715   426,664.366   MT  0.99994386   -1 06 23.7
 ED2648;SPC SC       - 1,035,284.50  1,399,817.47   iFT  0.99994386   -1 06 23.7
 ED2648;UTM  17      - 3,837,461.841   317,102.733   MT  1.00001232   -1 08 08.0
 ED2648
 ED2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2648!SPC SC       -   0.99996036  x   0.99994386  =   0.99990422
 ED2648!UTM  17      -   0.99996036  x   1.00001232  =   0.99997267
 ED2648
 ED2648|---------------------------------------------------------------------|
 ED2648| PID    Reference Object                     Distance      Geod. Az  |
 ED2648|                                                           dddmmss.s |
 ED2648| ED2647 37 013 AZ MK                        341.134 METERS 01146     |
 ED2648|---------------------------------------------------------------------|
 ED2648
 ED2648                          SUPERSEDED SURVEY CONTROL
 ED2648
 ED2648  NAD 83(1986)-  34 39 46.07411(N)    082 59 45.67241(W) AD(       ) 2
 ED2648  NAD 27      -  34 39 45.71754(N)    082 59 46.13513(W) AD(       ) 2
 ED2648  NGVD 29 (07/19/86)  283.4    (m)          930.     (f) VERT ANG       
 ED2648
 ED2648.Superseded values are not recommended for survey control.
 ED2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2648.See file dsdata.txt to determine how the superseded data were derived.
 ED2648
 ED2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1710337462(NAD 83)
 ED2648_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2648_SP_SET: CONCRETE POST
 ED2648_STAMPING: HORZ 37 013 1980
 ED2648_MARK LOGO: SCGS  
 ED2648_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2648+STABILITY: SURFACE MOTION
 ED2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2648+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1992
 ED2648
 ED2648  HISTORY     - Date     Condition        Report By
 ED2648  HISTORY     - 1980     MONUMENTED       SCGS
 ED2648  HISTORY     - 1980     GOOD             SCGS
 ED2648  HISTORY     - 19920629 GOOD             SCGS
 ED2648
 ED2648                          STATION DESCRIPTION
 ED2648
 ED2648'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2648'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) EAST OF WESTMINSTER,
 ED2648'7.5 KM (4.5 MI) NORTH-NORTHEAST OF OAKWAY AND 4.8 KM (3 MI)
 ED2648'SOUTHWEST OF SENECA AND ON HIGHWAY RIGHT-OF-WAY.
 ED2648'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2648'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2648'
 ED2648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2648'123 AND 76 (BYPASS) AND COUNTY ROAD S-37-50 ON THE NORTHWEST
 ED2648'EDGE ON SENECA.  GO SOUTHERLY ON ROAD S-37-50 FOR 1.4 KM (0.85
 ED2648'MI) TO THE JUNCTION WITH COUNTY ROAD S-37-488.  CONTINUE
 ED2648'SOUTHERLY ON ROAD S-37-50 FOR 1.8 KM (1.1 MI) TO A
 ED2648'CROSSROAD WHERE ROAD S-37-50 TURNS RIGHT AND A PAVED ROAD
 ED2648'CONTINUES STRAIGHT AHEAD.  CONTINUE ON THE PAVED ROAD FOR 0.4 KM
 ED2648'(0.25 MI) TO THE STATION ON RIGHT.
 ED2648'
 ED2648'THE STATION IS A STANDARD SCGS DISK
 ED2648'STAMPED---HORZ 37 013 1980---,
 ED2648'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2648'FLUSH WITH GROUND.  IT IS LOCATED
 ED2648'66.1 METERS (217.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 ED2648'OF A DIRT DRIVE LEADING TO AN OLD BARN,
 ED2648'7.9 METERS (26.0 FT) WEST FROM THE APPROXIMATE CENTER OF A PAVED
 ED2648'ROAD AND
 ED2648'1.4 METERS (4.5 FT) NORTH FROM A METAL WITNESS POST AND THE FENCE
 ED2648'LINE.
 ED2648'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2648'STAMPED---HORZ 37 013 1980---,
 ED2648'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2648'
 ED2648'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2648'STAMPED---AZ MK 37 013 1980---,
 ED2648'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2648'FLUSH WITH GROUND.  IT IS LOCATED
 ED2648'24.1 METERS (79.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2648'OF A PAVED ROAD,
 ED2648'8.1 METERS (26.5 FT) SOUTHEAST FROM A POWER POLE,
 ED2648'6.1 METERS (20.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2648'PAVED ROAD AND
 ED2648'1.1 METERS (3.5 FT) NORTH FROM A METAL WITNESS POST AND THE FENCE
 ED2648'LINE.
 ED2648'
 ED2648'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON PAVED ROAD
 ED2648'FOR 0.4 KM (0.25 MI) TO A CROSSROAD.  TURN RIGHT FOR ABOUT 30
 ED2648'METERS (100 FT) TO A SIDE ROAD RIGHT AND THE MARK ON RIGHT.
 ED2648'
 ED2648'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2648'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2648
 ED2648                          STATION RECOVERY (1980)
 ED2648
 ED2648'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2648'RECOVERED IN GOOD CONDITION.
 ED2648
 ED2648                          STATION RECOVERY (1992)
 ED2648
 ED2648'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2648'STATION IS LOCATED 2.85 MILES SOUTHWEST OF SENECA. OWNERSHIP--SCDHPT,
 ED2648'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2648'803-737-1350.
 ED2648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123
 ED2648'(SANDIFER BOULEVARD AND BY-PASS 123) AND STATE HIGHWAYS 28 BUSINESS
 ED2648'(WEST NORTH FIRST STREET) AND 28 BYPASS (BLUE RIDGE BOULEVARD) IN
 ED2648'SENECA, GO WEST ON HIGHWAYS 76, 123 (SANDIFER BOULEVARD) FOR 0.3 MILE
 ED2648'TO THE JUNCTION OF STATE ROAD 50 (NORTH RADIO STATION ROAD), TURN LEFT
 ED2648'ON ROAD 50 FOR 0.9 MILE TO THE JUNCTION OF STATE ROAD 488 (WELLS
 ED2648'HIGHWAY), CONTINUE AHEAD ON ROAD 50 FOR 1.1. MILES TO THE JUNCTION OF
 ED2648'ROAD 50 RIGHT (RADDISON ROAD), PRUIT ROAD LEFT AND SOUTH RADIO
 ED2648'STATION ROAD AHEAD, CONTINUE AHEAD ON SOUTH RADIO STATION ROAD FOR
 ED2648'0.25 MILE TO THE STATION ON THE RIGHT NEAR A FENCE LINE.
 ED2648'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL WITH THE
 ED2648'HIGHWAY, 25.5 FT WEST SOUTHWEST OF THE CENTER OF THE ROAD, 217.0
 ED2648'FT NORTH NORTHWEST OF THE CENTER OF DIRT DRIVEWAY RIGHT LEADING TO
 ED2648'AN OLD BARN, 2.5 FT EAST NORTHEAST OF THE WIRE FENCE LINE, 4.7 FEET
 ED2648'NORTH NORTHEAST OF A WITNESS POST.
 ED2648'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2647 ***********************************************************************
 ED2647  DESIGNATION -  37 013 AZ MK
 ED2647  PID         -  ED2647
 ED2647  STATE/COUNTY-  SC/OCONEE
 ED2647  USGS QUAD   -  SENECA (1980)
 ED2647
 ED2647                         *CURRENT SURVEY CONTROL
 ED2647  ___________________________________________________________________
 ED2647* NAD 83(2001)-  34 39 56.90417(N)    082 59 42.93590(W)     ADJUSTED  
 ED2647* NAVD 88     -       281.4    (meters)     923.     (feet)  VERTCON   
 ED2647  ___________________________________________________________________
 ED2647  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 ED2647  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED2647
 ED2647  HORZ ORDER  -  SECOND
 ED2647
 ED2647.The horizontal coordinates were established by classical geodetic methods
 ED2647.and adjusted by the National Geodetic Survey in March 2004..
 ED2647
 ED2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2647
 ED2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2647
 ED2647.The geoid height was determined by GEOID03.
 ED2647
 ED2647;                    North         East     Units Scale Factor Converg.
 ED2647;SPC SC       -   315,887.252   426,740.386   MT  0.99994477   -1 06 22.2
 ED2647;SPC SC       - 1,036,375.50  1,400,066.88   iFT  0.99994477   -1 06 22.2
 ED2647;UTM  17      - 3,837,794.362   317,178.926   MT  1.00001198   -1 08 06.7
 ED2647
 ED2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2647!SPC SC       -   0.99996067  x   0.99994477  =   0.99990544
 ED2647!UTM  17      -   0.99996067  x   1.00001198  =   0.99997265
 ED2647
 ED2647                          SUPERSEDED SURVEY CONTROL
 ED2647
 ED2647  NAD 83(1986)-  34 39 56.91170(N)    082 59 42.93929(W) AD(       ) 2
 ED2647  NAD 27      -  34 39 56.55535(N)    082 59 43.40195(W) AD(       ) 2
 ED2647  NGVD 29 (07/19/86)  281.4    (m)          923.     (f) VERT ANG       
 ED2647
 ED2647.Superseded values are not recommended for survey control.
 ED2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2647.See file dsdata.txt to determine how the superseded data were derived.
 ED2647
 ED2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1717937794(NAD 83)
 ED2647_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2647_MARK LOGO: SCGS  
 ED2647_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2647+STABILITY: SURFACE MOTION
 ED2647
 ED2647  HISTORY     - Date     Condition        Report By
 ED2647  HISTORY     - 1981     MONUMENTED       SCGS
 ED2647  HISTORY     - 19920629 MARK NOT FOUND   SCGS
 ED2647
 ED2647                          STATION DESCRIPTION
 ED2647
 ED2647'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2647'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) EAST OF WESTMINSTER,
 ED2647'7.5 KM (4.5 MI) NORTH-NORTHEAST OF OAKWAY, 4.8 KM (3 MI)
 ED2647'SOUTHWEST OF SENECA AND ON HIGHWAY RIGHT-OF-WAY.
 ED2647'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2647'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2647'
 ED2647'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123, 76
 ED2647'(BYPASS) AND COUNTY ROAD S-37-50 IN THE NORTHWEST EDGE OF
 ED2647'SENECA, GO NORTHERLY ON COUNTY ROAD S-37-50 FOR 1.4 KM
 ED2647'(0.85 MI) TO THE JUNCTION WITH COUNTY ROAD S-37-488, CONTINUE
 ED2647'SOUTHERLY ON ROAD S-37-50 FOR 1.8 KM (1.1 MI) TO A CROSSROAD
 ED2647'WHERE ROAD S-37-50 TURNS RIGHT AND A PAVED ROAD CONTINUES
 ED2647'STRAIGHT.  TURN LEFT FOR 30 METERS (100 FT) TO A PAVED SIDE
 ED2647'ROAD RIGHT AND THE STATION ON THE RIGHT.
 ED2647'
 ED2647'THE STATION IS A STANDARD SCGS DISK
 ED2647'STAMPED---AZ MK 37 013 1980---,
 ED2647'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2647'FLUSH WITH GROUND.  IT IS LOCATED
 ED2647'24.1 METERS (79.0 FT) SOUTH-SOUTHEAST FROM A PAVED ROAD,
 ED2647'6.1 METERS (20.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2647'PAVED ROAD,
 ED2647'8.1 METERS (26.5 FT) SOUTHEAST FROM A POWER POLE AND
 ED2647'1.1 METERS (3.5 FT) NORTH FROM A METAL WITNESS POST AND FENCE LINE.
 ED2647'
 ED2647'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2647'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2647
 ED2647                          STATION RECOVERY (1992)
 ED2647
 ED2647'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2647'NOT RECOVERED, PRESUMED DESTROYED BY A CUT-BANK ON RIGHT OF WAY.
 ED2647'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1403 ***********************************************************************
 ED1403  DESIGNATION -  37 014
 ED1403  PID         -  ED1403
 ED1403  STATE/COUNTY-  SC/OCONEE
 ED1403  USGS QUAD   -  HOLLY SPRINGS (1982)
 ED1403
 ED1403                         *CURRENT SURVEY CONTROL
 ED1403  ___________________________________________________________________
 ED1403* NAD 83(2001)-  34 41 34.14375(N)    083 10 21.75478(W)     ADJUSTED  
 ED1403* NAVD 88     -       293.1    (meters)     962.     (feet)  VERTCON   
 ED1403  ___________________________________________________________________
 ED1403  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 ED1403  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 ED1403
 ED1403  HORZ ORDER  -  SECOND
 ED1403
 ED1403.The horizontal coordinates were established by classical geodetic methods
 ED1403.and adjusted by the National Geodetic Survey in March 2004..
 ED1403
 ED1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1403
 ED1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1403
 ED1403.The geoid height was determined by GEOID03.
 ED1403
 ED1403;                    North         East     Units Scale Factor Converg.
 ED1403;SPC SC       -   319,210.827   410,542.938   MT  0.99995309   -1 12 16.4
 ED1403;SPC SC       - 1,047,279.62  1,346,925.65   iFT  0.99995309   -1 12 16.4
 ED1403;UTM  17      - 3,841,126.967   300,981.634   MT  1.00008821   -1 14 13.4
 ED1403
 ED1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1403!SPC SC       -   0.99995880  x   0.99995309  =   0.99991189
 ED1403!UTM  17      -   0.99995880  x   1.00008821  =   1.00004700
 ED1403
 ED1403:                Primary Azimuth Mark                     Grid Az
 ED1403:SPC SC       -  LONG CREEK LOT                           335 38 05.2
 ED1403:UTM  17      -  LONG CREEK LOT                           335 40 02.2
 ED1403
 ED1403|---------------------------------------------------------------------|
 ED1403| PID    Reference Object                     Distance      Geod. Az  |
 ED1403|                                                           dddmmss.s |
 ED1403| ED1375 LONG CREEK LOT                      APPROX.13.8 KM 3342548.8 |
 ED1403|---------------------------------------------------------------------|
 ED1403
 ED1403                          SUPERSEDED SURVEY CONTROL
 ED1403
 ED1403  NAD 83(1986)-  34 41 34.14800(N)    083 10 21.75488(W) AD(       ) 2
 ED1403  NAD 27      -  34 41 33.80725(N)    083 10 22.19140(W) AD(       ) 2
 ED1403  NGVD 29 (07/19/86)  293.1    (m)          962.     (f) VERT ANG       
 ED1403
 ED1403.Superseded values are not recommended for survey control.
 ED1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1403.See file dsdata.txt to determine how the superseded data were derived.
 ED1403
 ED1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0098241127(NAD 83)
 ED1403_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1403_SP_SET: CONCRETE POST
 ED1403_STAMPING: HORZ 37 014 1980
 ED1403_MARK LOGO: SCGS  
 ED1403_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1403+STABILITY: SURFACE MOTION
 ED1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1403+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 ED1403
 ED1403  HISTORY     - Date     Condition        Report By
 ED1403  HISTORY     - 1980     MONUMENTED       SCGS
 ED1403  HISTORY     - 1980     GOOD             SCGS
 ED1403  HISTORY     - 19920625 GOOD             SCGS
 ED1403
 ED1403                          STATION DESCRIPTION
 ED1403
 ED1403'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1403'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTHWEST OF
 ED1403'WALHALLA, 12.9 KM (8.0 MI) SOUTHEAST OF LONG CREEK, 9.6 KM (6.0
 ED1403'MI) NORTHWEST OF WESTMINSTER, ON THE SOUTHEAST RIGHT-OF-WAY OF A
 ED1403'PAVED ROAD.
 ED1403'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1403'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1403'
 ED1403'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 123 AND 76
 ED1403'AT THE NORTHWEST SIDE OF WESTMINSTER.  GO NORTHWEST ON HIGHWAY 76
 ED1403'FOR 1.85 KM (1.15 MI) TO A FORK.  KEEP LEFT FORK,
 ED1403'HIGHWAY 76 FOR 2.7 KM (1.7 MI) TO THE CALUARY CHURCH OF GOD ON
 ED1403'THE RIGHT.  CONTINUE NORTHWESTERLY ON HIGHWAY 76 FOR 0.6 KM
 ED1403'(0.4 MI) TO A BRIDGE OVER A RIVER.  CONTINUE AHEAD FOR 2.25 KM
 ED1403'(1.45 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 ED1403'ROAD AND CONTINUE FOR 0.35 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 ED1403'
 ED1403'THE STATION IS A STANDARD SCGS DISK
 ED1403'STAMPED---HORZ 37 014 1980---,
 ED1403'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1403'FLUSH WITH GROUND.  IT IS LOCATED
 ED1403'6.30 METERS (20.67 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 ED1403'PAVED ROAD LEADING NORTHEASTERLY,
 ED1403'1.99 METERS (6.53 FT) NORTHEAST FROM AMETAL WITNESS POST AND
 ED1403'1.55 METERS (5.08 FT) SOUTHWEST FROM A POWER POLE WITH GUY WIRE.
 ED1403'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1403'STAMPED---HORZ 37 014 1980---,
 ED1403'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1403'
 ED1403'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1403'NO AZIMUTH OR REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1403
 ED1403                          STATION RECOVERY (1980)
 ED1403
 ED1403'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1403'RECOVERED IN GOOD CONDITION.
 ED1403
 ED1403                          STATION RECOVERY (1992)
 ED1403
 ED1403'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1403'STATION IS LOCATED 6.0 MILES NORTHWEST OF WESTMINSTER.
 ED1403'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1403'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED1403'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123 AND
 ED1403'STATE ROAD 640 (PARK AVENUE) AT THE WEST EDGE OF WESTMINSTER, GO WEST
 ED1403'NORTHWEST ON HIGHWAY 76 FOR 4.7 MILES TO ELIZABETH COX ROAD RIGHT,
 ED1403'TURN RIGHT ON ELIZABETH COX ROAD FOR 0.25 MILE TO THE STATION ON THE
 ED1403'RIGHT NEAR A POWER POLE NUMBER 25403 WITH GUY WIRE.
 ED1403'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT BELOW THE
 ED1403'ROAD, 19.3 FT SOUTHEAST OF THE CENTER OF THE ROAD, 5.3 FT NORTHEAST
 ED1403'OF THE POWER POLE, 6.2 FT SOUTHWEST OF A WITNESS POST.
 ED1403'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1372 ***********************************************************************
 ED1372  DESIGNATION -  37 015
 ED1372  PID         -  ED1372
 ED1372  STATE/COUNTY-  SC/OCONEE
 ED1372  USGS QUAD   -  WALHALLA (1980)
 ED1372
 ED1372                         *CURRENT SURVEY CONTROL
 ED1372  ___________________________________________________________________
 ED1372* NAD 83(2001)-  34 45 58.51834(N)    083 03 03.52830(W)     ADJUSTED  
 ED1372* NAVD 88     -       314.060  (meters)    1030.38   (feet)  ADJUSTED  
 ED1372  ___________________________________________________________________
 ED1372  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 ED1372  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 ED1372  DYNAMIC HT  -         313.728 (meters)    1029.29  (feet)  COMP
 ED1372  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 ED1372
 ED1372  HORZ ORDER  -  SECOND
 ED1372  VERT ORDER  -  FIRST     CLASS II
 ED1372
 ED1372.The horizontal coordinates were established by classical geodetic methods
 ED1372.and adjusted by the National Geodetic Survey in March 2004..
 ED1372
 ED1372.The orthometric height was determined by differential leveling
 ED1372.and adjusted by the National Geodetic Survey in August 1993..
 ED1372
 ED1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1372
 ED1372.The geoid height was determined by GEOID03.
 ED1372
 ED1372.The dynamic height is computed by dividing the NAVD 88
 ED1372.geopotential number by the normal gravity value computed on the
 ED1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1372.degrees latitude (g = 980.6199 gals.).
 ED1372
 ED1372.The modeled gravity was interpolated from observed gravity values.
 ED1372
 ED1372;                    North         East     Units Scale Factor Converg.
 ED1372;SPC SC       -   327,127.864   421,855.586   MT  0.99997685   -1 08 13.4
 ED1372;SPC SC       - 1,073,254.15  1,384,040.64   iFT  0.99997685   -1 08 13.4
 ED1372;UTM  17      - 3,849,038.309   312,299.884   MT  1.00003425   -1 10 11.5
 ED1372
 ED1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1372!SPC SC       -   0.99995553  x   0.99997685  =   0.99993238
 ED1372!UTM  17      -   0.99995553  x   1.00003425  =   0.99998978
 ED1372
 ED1372|---------------------------------------------------------------------|
 ED1372| PID    Reference Object                     Distance      Geod. Az  |
 ED1372|                                                           dddmmss.s |
 ED1372| ED1373 37 015 AZ MK                        360.011 METERS 19058     |
 ED1372|---------------------------------------------------------------------|
 ED1372
 ED1372                          SUPERSEDED SURVEY CONTROL
 ED1372
 ED1372  NAD 83(1986)-  34 45 58.52671(N)    083 03 03.52864(W) AD(       ) 2
 ED1372  NAD 27      -  34 45 58.18305(N)    083 03 03.98056(W) AD(       ) 2
 ED1372  NGVD 29 (12/12/91)  314.088  (m)         1030.47   (f) ADJUSTED    1 2
 ED1372
 ED1372.Superseded values are not recommended for survey control.
 ED1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1372.See file dsdata.txt to determine how the superseded data were derived.
 ED1372
 ED1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1230049038(NAD 83)
 ED1372_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1372_SP_SET: CONCRETE POST
 ED1372_STAMPING: HORZ 37 015 1980
 ED1372_MARK LOGO: SCGS  
 ED1372_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1372+STABILITY: SURFACE MOTION
 ED1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1372+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 ED1372
 ED1372  HISTORY     - Date     Condition        Report By
 ED1372  HISTORY     - 1980     MONUMENTED       SCGS
 ED1372  HISTORY     - 1980     GOOD             SCGS
 ED1372  HISTORY     - 19910424 GOOD             SCGS
 ED1372  HISTORY     - 19920630 GOOD             SCGS
 ED1372
 ED1372                          STATION DESCRIPTION
 ED1372
 ED1372'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1372'THE STATION IS LOCATED IN WALHALLA AT THE NORTH END
 ED1372'OF MOORES AVENUE, ON THE EAST SIDE OF THE ROAD,
 ED1372'SET IN THE FRONT LAWN OF A WHITE ONE STORY WOOD
 ED1372'FRAMED HOUSE.
 ED1372'OWNERSHIP--MRS BERT MANCE, MOORES AVENUE, WALHALLA
 ED1372'SC 29691.
 ED1372'
 ED1372'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED1372'183 AND 28 (MAIN AND COLLEGE STREETS) IN WALHALLA.
 ED1372'GO EAST ON HIGHWAY 28 FOR 0.8 KM (0.5 MI) TO
 ED1372'HARDEES RESTAURANT ON THE RIGHT.  THIS IS WHERE EAST MAIN
 ED1372'STREET BEARS LEFT, BEAR LEFT AND CONTINUE EAST ON
 ED1372'EAST MAIN STREET FOR 0.5 KM (0.3 MI) TO THE
 ED1372'JUNCTION WITH MOORES AVENUE ON THE LEFT AND THE
 ED1372'AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO NORTH
 ED1372'ON MOORES AVENUE FOR 0.5 KM (0.3 MI) TO THE END
 ED1372'HOUSE ON THE LEFT AND THE STATION.
 ED1372'
 ED1372'THE STATION IS A STANDARD SCGS DISK
 ED1372'STAMPED---HORZ 37 015 1980---,
 ED1372'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1372'FLUSH WITH GROUND.  IT IS LOCATED
 ED1372'21.2 METERS (69.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A
 ED1372'COUNTY ROAD S-37-800,
 ED1372'7.9 METERS (26.0 FT) EAST-SOUTHEAST FROM THE NORTHEAST
 ED1372'CORNER OF A ONE STORY WHITE HOUSE,
 ED1372'5.8 METERS (19.0 FT) WEST-NORTHWEST FROM THE CENTER OF MOORES
 ED1372'AVENUE AND
 ED1372'1.5 METERS (5.0 FT) NORTH FROM THE MOST NORTHERLY OF TWO SMALL
 ED1372'GRANITE PILLARS LEADING TO THE HOUSE.
 ED1372'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1372'STAMPED---HORZ 37 015 1980---,
 ED1372'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED1372'
 ED1372'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1372'STAMPED---AZ MK 37 015 1980---,
 ED1372'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1372'FLUSH WITH GROUND.  IT IS LOCATED
 ED1372'7.0 METERS (23.0 FT) EAST FROM AN UTILITY POLE WITH A STREET
 ED1372'LIGHT,
 ED1372'6.7 METERS (22.0 FT) SOUTH FROM THE CENTER OF A PAVED ROAD (EAST
 ED1372'MAIN STREET),
 ED1372'1.4 METERS (4.5 FT) EAST FROM A METAL WITNESS POST AND
 ED1372'1.0 METERS (3.3 FT) NORTH FROM THE CENTER OF THE SIDEWALK.
 ED1372'
 ED1372'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1372'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1372
 ED1372                          STATION RECOVERY (1980)
 ED1372
 ED1372'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1372'RECOVERED IN GOOD CONDITION.
 ED1372
 ED1372                          STATION RECOVERY (1991)
 ED1372
 ED1372'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1372'STATION IS LOCATED IN WALHALLA.  OWNERSHIP--ELIZABETH GOODINE, 211
 ED1372'MOORE AVENUE, WALHALLA, SC 29691, PHONE 803-638-2864.  TO REACH THE
 ED1372'STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 28 (EAST MAIN
 ED1372'STREET) AND 183 (NORTH CATHERINE STREET) IN WALHALLA, GO EAST ON
 ED1372'HIGHWAY 28 FOR 0.45 MILE (0.72 KM) TO A FORK, BEAR LEFT ON EAST MAIN
 ED1372'STREET FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 227 (MOORE
 ED1372'AVENUE), TURN LEFT ON ROAD 227 FOR 0.2 MILE (0.3 KM) TO THE STATION
 ED1372'IN THE FRONT YARD OF THE LAST HOUSE ON THE LEFT.  STATION IS A
 ED1372'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE THE ROAD, 18.0
 ED1372'FEET WEST OF THE CENTER OF MOORE AVENUE, 5.2 FEET NORTH OF THE
 ED1372'NORTHWEST CORNER OF THE NORTH ONE OF A PAIR OF STONE PILLARS, 26.0
 ED1372'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A SHINGLE-SIDED HOUSE, 57.5
 ED1372'FEET WEST SOUTHWEST OF A FIRE HYDRANT.  RECOVERED BY C.E. GEOGHEGAN
 ED1372
 ED1372                          STATION RECOVERY (1992)
 ED1372
 ED1372'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1373 ***********************************************************************
 ED1373  DESIGNATION -  37 015 AZ MK
 ED1373  PID         -  ED1373
 ED1373  STATE/COUNTY-  SC/OCONEE
 ED1373  USGS QUAD   -  WALHALLA (1980)
 ED1373
 ED1373                         *CURRENT SURVEY CONTROL
 ED1373  ___________________________________________________________________
 ED1373* NAD 83(2001)-  34 45 47.04878(N)    083 03 06.22047(W)     ADJUSTED  
 ED1373* NAVD 88     -       306.669  (meters)    1006.13   (feet)  ADJUSTED  
 ED1373  ___________________________________________________________________
 ED1373  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 ED1373  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 ED1373  DYNAMIC HT  -         306.345 (meters)    1005.07  (feet)  COMP
 ED1373  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 ED1373
 ED1373  HORZ ORDER  -  SECOND
 ED1373  VERT ORDER  -  FIRST     CLASS II
 ED1373
 ED1373.The horizontal coordinates were established by classical geodetic methods
 ED1373.and adjusted by the National Geodetic Survey in March 2004..
 ED1373
 ED1373.The orthometric height was determined by differential leveling
 ED1373.and adjusted by the National Geodetic Survey in August 1993..
 ED1373
 ED1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1373
 ED1373.The geoid height was determined by GEOID03.
 ED1373
 ED1373.The dynamic height is computed by dividing the NAVD 88
 ED1373.geopotential number by the normal gravity value computed on the
 ED1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1373.degrees latitude (g = 980.6199 gals.).
 ED1373
 ED1373.The modeled gravity was interpolated from observed gravity values.
 ED1373
 ED1373;                    North         East     Units Scale Factor Converg.
 ED1373;SPC SC       -   326,775.859   421,780.123   MT  0.99997578   -1 08 14.9
 ED1373;SPC SC       - 1,072,099.27  1,383,793.05   iFT  0.99997578   -1 08 14.9
 ED1373;UTM  17      - 3,848,686.327   312,224.216   MT  1.00003460   -1 10 12.7
 ED1373
 ED1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1373!SPC SC       -   0.99995669  x   0.99997578  =   0.99993247
 ED1373!UTM  17      -   0.99995669  x   1.00003460  =   0.99999129
 ED1373
 ED1373                          SUPERSEDED SURVEY CONTROL
 ED1373
 ED1373  NAD 83(1986)-  34 45 47.05717(N)    083 03 06.22083(W) AD(       ) 2
 ED1373  NAD 27      -  34 45 46.71329(N)    083 03 06.67300(W) AD(       ) 2
 ED1373  NGVD 29 (12/12/91)  306.697  (m)         1006.22   (f) ADJUSTED    1 2
 ED1373
 ED1373.Superseded values are not recommended for survey control.
 ED1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1373.See file dsdata.txt to determine how the superseded data were derived.
 ED1373
 ED1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1222448686(NAD 83)
 ED1373_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1373_SP_SET: CONCRETE POST
 ED1373_STAMPING: AZ MK 37 015 1980
 ED1373_MARK LOGO: SCGS  
 ED1373_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1373+STABILITY: SURFACE MOTION
 ED1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1373+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 ED1373
 ED1373  HISTORY     - Date     Condition        Report By
 ED1373  HISTORY     - 1980     MONUMENTED       SCGS
 ED1373  HISTORY     - 1980     GOOD             SCGS
 ED1373  HISTORY     - 19910424 GOOD             SCGS
 ED1373  HISTORY     - 19920630 GOOD             SCGS
 ED1373
 ED1373                          STATION DESCRIPTION
 ED1373
 ED1373'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1373'THE STATION IS LOCATED IN WALHALLA, AT THE JUNCTION OF
 ED1373'EAST MAIN STREET AND MOORES AVENUE, ON THE SOUTH SIDE
 ED1373'OF EAST MAIN STREET AND  ON ROAD RIGHT-OF-WAY.
 ED1373'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1373'PO BOX 191, COLUMBIA SC 29202,
 ED1373'PHONE 803-758-3414.
 ED1373'
 ED1373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED1373'183 AND 28 (MAIN AND COLLEGE STREETS) IN WALHALLA.
 ED1373'GO EAST ON HIGHWAY 28 (MAIN STREET) FOR 0.8 KM (0.5 MI)
 ED1373'TO HARDEES RESTAURANT ON THE RIGHT AND WHERE EAST MAIN
 ED1373'STREET BEARS LEFT.  BEAR LEFT AND CONTINUE EAST ON EAST
 ED1373'MAIN STREET FOR 0.5 KM (0.3 MI) TO THE JUNCTION WITH
 ED1373'MOORES AVENUE ON THE LEFT AND THE STATION ON THE RIGHT.
 ED1373'
 ED1373'THE STATION IS A STANDARD SCGS DISK
 ED1373'STAMPED---AZ MK 37 015 1980---,
 ED1373'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1373'FLUSH WITH GROUND.  IT IS LOCATED
 ED1373'7 METERS (23 FT) EAST FROM AN UTILITY POLE WITH A STREET
 ED1373'LIGHT,
 ED1373'6.7 METERS (22.0 FT) SOUTH FROM THE CENTER OF A PAVED ROAD (EAST
 ED1373'MAIN STREET AT MOORES AVENUE),
 ED1373'1.4 METERS (4.5 FT) EAST FROM A METAL WITNESS POST AND
 ED1373'1 METERS (3.3 FT) NORTH FROM THE CENTER OF THE SIDEWALK.
 ED1373'
 ED1373'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1373'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1373
 ED1373                          STATION RECOVERY (1980)
 ED1373
 ED1373'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1373'RECOVERED IN GOOD CONDITION.
 ED1373
 ED1373                          STATION RECOVERY (1991)
 ED1373
 ED1373'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1373'STATION IS LOCATED IN WALHALLA.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED1373'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1373'803-737-1350.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE
 ED1373'HIGHWAYS 28 (EAST MAIN STREET) AND 183 (NORTH CATHERINE STREET) IN
 ED1373'WALHALLA, GO EAST ON HIGHWAY 28 FOR 0.45 MILE (0.72 KM) TO A FORK,
 ED1373'BEAR LEFT ON EAST MAIN STREET FOR 0.3 MILE (0.5 KM) TO THE STATION ON
 ED1373'THE RIGHT ON THE EXTENDED CENTER OF STATE ROAD 227 (MOORE AVENUE).
 ED1373'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1373'STREET, 21.4 FEET SOUTH OF THE CENTER OF THE STREET, 25.2 FEET EAST
 ED1373'OF A POWER POLE WITH A SECURITY LIGHT, 49.1 FEET NORTHEAST OF AN
 ED1373'18-INCH WATER OAK TREE, 84.2 FEET WEST OF THE WEST EDGE OF A SHORT
 ED1373'SIDEWALK TO A SET OF STEPS LEADING TO A MOBILE HOME LOT.
 ED1373'NOTE-MARGINAL GPS STATION.  RECOVERED BY C.E. GEOGHEGAN
 ED1373
 ED1373                          STATION RECOVERY (1992)
 ED1373
 ED1373'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2642 ***********************************************************************
 ED2642  DESIGNATION -  37 016
 ED2642  PID         -  ED2642
 ED2642  STATE/COUNTY-  SC/OCONEE
 ED2642  USGS QUAD   -  SENECA (1980)
 ED2642
 ED2642                         *CURRENT SURVEY CONTROL
 ED2642  ___________________________________________________________________
 ED2642* NAD 83(2001)-  34 39 36.57408(N)    082 55 55.48142(W)     ADJUSTED  
 ED2642* NAVD 88     -       281.5    (meters)     924.     (feet)  VERTCON   
 ED2642  ___________________________________________________________________
 ED2642  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 ED2642  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED2642
 ED2642  HORZ ORDER  -  SECOND
 ED2642
 ED2642.The horizontal coordinates were established by classical geodetic methods
 ED2642.and adjusted by the National Geodetic Survey in March 2004..
 ED2642
 ED2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2642
 ED2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2642
 ED2642.The geoid height was determined by GEOID03.
 ED2642
 ED2642;                    North         East     Units Scale Factor Converg.
 ED2642;SPC SC       -   315,150.900   432,518.413   MT  0.99994306   -1 04 16.1
 ED2642;SPC SC       - 1,033,959.65  1,419,023.66   iFT  0.99994306   -1 04 16.1
 ED2642;UTM  17      - 3,837,055.098   322,956.905   MT  0.99998635   -1 05 56.7
 ED2642
 ED2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2642!SPC SC       -   0.99996065  x   0.99994306  =   0.99990371
 ED2642!UTM  17      -   0.99996065  x   0.99998635  =   0.99994700
 ED2642
 ED2642:                Primary Azimuth Mark                     Grid Az
 ED2642:SPC SC       -  37 016 AZ MK                             047 43 21.3
 ED2642:UTM  17      -  37 016 AZ MK                             047 45 01.9
 ED2642
 ED2642|---------------------------------------------------------------------|
 ED2642| PID    Reference Object                     Distance      Geod. Az  |
 ED2642|                                                           dddmmss.s |
 ED2642| ED2639 37 016 AZ MK                        APPROX. 1.3 KM 0463905.2 |
 ED2642|---------------------------------------------------------------------|
 ED2642
 ED2642                          SUPERSEDED SURVEY CONTROL
 ED2642
 ED2642  NAD 83(1986)-  34 39 36.58200(N)    082 55 55.47995(W) AD(       ) 2
 ED2642  NAD 27      -  34 39 36.21812(N)    082 55 55.95458(W) AD(       ) 2
 ED2642  NGVD 29 (07/19/86)  281.6    (m)          924.     (f) VERT ANG       
 ED2642
 ED2642.Superseded values are not recommended for survey control.
 ED2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2642.See file dsdata.txt to determine how the superseded data were derived.
 ED2642
 ED2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2295737055(NAD 83)
 ED2642_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2642_MARK LOGO: SCGS  
 ED2642_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2642+STABILITY: SURFACE MOTION
 ED2642
 ED2642  HISTORY     - Date     Condition        Report By
 ED2642  HISTORY     - 1980     MONUMENTED       SCGS
 ED2642  HISTORY     - 19920523 MARK NOT FOUND   SCGS
 ED2642
 ED2642                          STATION DESCRIPTION
 ED2642
 ED2642'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2642'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) EAST
 ED2642'OF WESTMINSTER, 10.5 KM (6.5 MI) NORTHEAST OF OAKWAY AND
 ED2642'3.2 KM (2.0 MI) SOUTH OF SENECA.
 ED2642'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2642'PO BOX 191, COLUMBIA SC  29202,  PHONE  803-758-3414.
 ED2642'
 ED2642'TO REACH THE STATION FROM THE JUNCTION OF NORTH WALNUT STREET AND
 ED2642'EAST MAIN STREET AT THE NORTHEAST CORNER OF A LARGE PARKING LOT IN
 ED2642'DOWNTOWN SENECA.  GO EAST ON EAST MAIN STREET FOR 0.4 KM (0.25 MI)
 ED2642'TO A RAILROAD CROSSING.   CONTINUE EAST ON MAIN STREET
 ED2642'FOR 1.35 KM (0.85 MI) TO THE ENTRANCE TO THE PHILLIPS FIBER
 ED2642'COMPANY ON THE RIGHT.  CONTINUE EAST FOR 1.2 KM (0.75 MI) TO A
 ED2642'PAVED ROAD ON THE LEFT.  CONTINUE EAST FOR 0.5 KM (0.35 MI) TO THE
 ED2642'JUNCTION WITH COUNTY ROAD S-37-488.  TURN RIGHT AND GO
 ED2642'SOUTH ON S-37-488 FOR
 ED2642'2.1 KM (1.3 MI) TO THE B. W. WATKINS HEATING AND COOLING
 ED2642'COMPANY ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED2642'SOUTHERLY ON S-37-488 FOR 0.5 KM (0.8 MI) TO THE STATION ON THE
 ED2642'RIGHT.
 ED2642'
 ED2642'THE STATION IS A STANDARD SCGS DISK
 ED2642'STAMPED---HORZ 37 016 1980---,
 ED2642'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2642'FLUSH WITH GROUND.  IT IS LOCATED
 ED2642'32.2 METERS (105.8 FT) EAST-NORTHEAST FROM A POWER POLE,
 ED2642'14 METERS (45.9 FT) NORTHWEST FROM THE APPROXIMATE CENTER
 ED2642'OF HIGHWAY 488,
 ED2642'1.9 METERS (6.1 FT) SOUTH-SOUTHEAST FROM A METAL
 ED2642'WITNESS POST AND
 ED2642'1 METER (3.3 FT) SOUTHEAST FROM A WOODEN FENCE POST.
 ED2642'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2642'STAMPED---HORZ 37 016 1980---,
 ED2642'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2642'
 ED2642'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2642'STAMPED---AZ MK 37 016 1980---,
 ED2642'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 ED2642'FLUSH WITH GROUND.  IT IS LOCATED
 ED2642'22.2 METERS (73.0 FT) EAST-NORTHEAST FROM THE NORTHEAST
 ED2642'CORNER OF A BRICK BUILDING,
 ED2642'8.5 METERS (27.8 FT) SOUTH-SOUTHEAST FROM THE EAST EDGE OF
 ED2642'A CONCRETE AND PAVED DRIVEWAY,
 ED2642'2.5 METERS (8.1 FT) NORTHEAST FROM A METAL WITNESS POST AND
 ED2642'2.2 METERS (7.2 FT) EAST FROM THE EDGE OF A CONCRETE DRIVE.
 ED2642'
 ED2642'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2642'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2642
 ED2642                          STATION RECOVERY (1992)
 ED2642
 ED2642'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2642'NOT RECOVERED, MEASUREMENTS LED TO THE TOP OF A CUT-BANK, SEARCH WAS
 ED2642'CONDUCTED WITH NO RESULTS.
 ED2642'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2639 ***********************************************************************
 ED2639  DESIGNATION -  37 016 AZ MK
 ED2639  PID         -  ED2639
 ED2639  STATE/COUNTY-  SC/OCONEE
 ED2639  USGS QUAD   -  SENECA (1980)
 ED2639
 ED2639                         *CURRENT SURVEY CONTROL
 ED2639  ___________________________________________________________________
 ED2639* NAD 83(2001)-  34 40 05.59434(N)    082 55 18.26935(W)     ADJUSTED  
 ED2639* NAVD 88     -       267.9    (meters)     879.     (feet)  VERTCON   
 ED2639  ___________________________________________________________________
 ED2639  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 ED2639  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 ED2639
 ED2639  HORZ ORDER  -  SECOND
 ED2639
 ED2639.The horizontal coordinates were established by classical geodetic methods
 ED2639.and adjusted by the National Geodetic Survey in March 2004..
 ED2639
 ED2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2639
 ED2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2639
 ED2639.The geoid height was determined by GEOID03.
 ED2639
 ED2639;                    North         East     Units Scale Factor Converg.
 ED2639;SPC SC       -   316,027.295   433,482.323   MT  0.99994550   -1 03 55.5
 ED2639;SPC SC       - 1,036,834.96  1,422,186.10   iFT  0.99994550   -1 03 55.5
 ED2639;UTM  17      - 3,837,931.056   323,921.281   MT  0.99998215   -1 05 36.3
 ED2639
 ED2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2639!SPC SC       -   0.99996278  x   0.99994550  =   0.99990829
 ED2639!UTM  17      -   0.99996278  x   0.99998215  =   0.99994494
 ED2639
 ED2639:                Primary Azimuth Mark                     Grid Az
 ED2639:SPC SC       -  37 016                                   227 43 21.8
 ED2639:UTM  17      -  37 016                                   227 45 02.6
 ED2639
 ED2639|---------------------------------------------------------------------|
 ED2639| PID    Reference Object                     Distance      Geod. Az  |
 ED2639|                                                           dddmmss.s |
 ED2639| ED2642 37 016                              APPROX. 1.3 KM 2263926.3 |
 ED2639|---------------------------------------------------------------------|
 ED2639
 ED2639                          SUPERSEDED SURVEY CONTROL
 ED2639
 ED2639  NAD 83(1986)-  34 40 05.60233(N)    082 55 18.26806(W) AD(       ) 2
 ED2639  NAD 27      -  34 40 05.23824(N)    082 55 18.74269(W) AD(       ) 2
 ED2639  NGVD 29 (07/19/86)  268.0    (m)          879.     (f) VERT ANG       
 ED2639
 ED2639.Superseded values are not recommended for survey control.
 ED2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2639.See file dsdata.txt to determine how the superseded data were derived.
 ED2639
 ED2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2392137931(NAD 83)
 ED2639_MARKER: DS = TRIANGULATION STATION DISK
 ED2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2639_SP_SET: CONCRETE POST
 ED2639_STAMPING: AZ MK 37 016 1980
 ED2639_MARK LOGO: SCGS  
 ED2639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2639+STABILITY: SURFACE MOTION
 ED2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2639+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 ED2639
 ED2639  HISTORY     - Date     Condition        Report By
 ED2639  HISTORY     - 1981     MONUMENTED       SCGS
 ED2639  HISTORY     - 1981     GOOD             SCGS
 ED2639  HISTORY     - 19920623 GOOD             SCGS
 ED2639  HISTORY     - 20050326 GOOD             USPSQD
 ED2639
 ED2639                          STATION DESCRIPTION
 ED2639
 ED2639'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2639'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) EAST OF WESTMINSTER,
 ED2639'10.5 KM (6.5 MI) NORTHEAST OF OAKWAY AND 3.2 KM (2.0 MI) SOUTH OF
 ED2639'SENECA.
 ED2639'OWNERSHIP--MR B W WATKINS, ROUTE 3,
 ED2639'SENECA SC 29678, PHONE 803-882-3192.
 ED2639'
 ED2639'TO REACH THE STATION FROM THE JUNCTION OF NORTH WALNUT STREET AND
 ED2639'EAST MAIN STREET, AT THE NORTHEAST CORNER OF A LARGE PARKING LOT
 ED2639'IN DOWNTOWN SENECA.  GO EAST ON EAST MAIN STREET FOR 0.4 KM (0.25
 ED2639'MI) TO A RAILROAD CROSSING.  CONTINUE EAST ON MAIN
 ED2639'STREET FOR 1.35 KM (0.85 MI) TO THE ENTRANCE TO THE PHILLIPS
 ED2639'FIBER COMPANY ON THE RIGHT.  CONTINUE EAST FOR 1.2 KM (0.75 MI)
 ED2639'TO A PAVED SIDE ROAD LEFT.  CONTINUE EAST FOR 0.5 KM (0.35 MI)
 ED2639'TO THE JUNCTION WITH COUNTY ROAD S-37-488.  TURN RIGHT AND
 ED2639'GO SOUTH ON COUNTY ROAD S-37-488
 ED2639'FOR 2.1 KM (1.3 MI) TO THE B.W. WATKINS HEATING AND COOLING
 ED2639'COMPANY AND THE STATION ON THE LEFT.
 ED2639'
 ED2639'THE STATION IS A STANDARD SCGS DISK
 ED2639'STAMPED---AZ MK 37 016 1980---,
 ED2639'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 ED2639'FLUSH WITH GROUND.  IT IS LOCATED
 ED2639'22.2 METERS (73.0 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 ED2639'A BRICK BUILDING,
 ED2639'8.5 METERS (27.8 FT) SOUTH-SOUTHEAST FROM THE EAST EDGE OF A
 ED2639'CONCRETE AND PAVED DRIVEWAY,
 ED2639'2.5 METERS (8.1 FT) NORTHEAST FROM A METAL WITNESS POST AND
 ED2639'2.2 METERS (7.2 FT) EAST FROM THE EDGE OF A CONCRETE DRIVE.
 ED2639'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2639'STAMPED---AZ MK 37 016 1980---,
 ED2639'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2639'
 ED2639'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2639'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2639
 ED2639                          STATION RECOVERY (1981)
 ED2639
 ED2639'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2639'RECOVERED IN GOOD CONDITION.
 ED2639
 ED2639                          STATION RECOVERY (1992)
 ED2639
 ED2639'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2639'STATION IS LOCATED 2.8 MILES SOUTHWEST OF SENECA. OWNERSHIP--ELJER
 ED2639'PLUMBINGWARE, B.W. WATKINS, 132 HOPEWELL STREET, SENECA, SC 29678,
 ED2639'PHONE 803-882-3192 AT THE STORE AND 803-882-6459 AT HOME.
 ED2639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123 AND
 ED2639'STATE HIGHWAYS 28 (EAST NORTH FIRST STREET), 59 (NORTH OAK STREET)AND
 ED2639'STATE ROAD 10 (NORTH OAK STREET) IN SENECA, GO EAST ON HIGHWAYS 76,
 ED2639'123 AND 28 FOR 0.4 MILE TO THE JUNCTION OF STATE ROAD 21 (NORTH WALNUT
 ED2639'STREET), TURN RIGHT ON ROAD 21 FOR 2.05 MILES TO THE JUNCTION OF STATE
 ED2639'ROAD 137 (NORTH SINGING PINES ROAD), BEAR RIGHT ON ROAD 137 FOR 0.15
 ED2639'MILE TO THE JUNCTION OF STATE ROAD 488 (WELLS HIGHWAY), TURN LEFT ON
 ED2639'ROAD 488 FOR 0.85 MILE TO THE SECOND ONE OF TWO DRIVEWAYS RIGHT TO
 ED2639'ELJER PLUMBINGWARE AND THE STATION IN THE EAST ANGLE.
 ED2639'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2639'CONCRETE DRIVEWAY, 95.2 FT SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 ED2639'7.3 FT EAST NORTHEAST OF THE EAST EDGE OF THE CONCRETE DRIVEWAY,
 ED2639'72.2 FT NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK BUILDING,
 ED2639'70.2 FT EAST SOUTHEAST OF THE SOUTHWEST END OF A 2.0 FOOT CONCRETE
 ED2639'PIPE CULVERT BENEATH THE DRIVEWAY, 8.2 FT WEST NORTHWEST OF A
 ED2639'WITNESS POST.
 ED2639'RECOVERED BY T. HALL.
 ED2639
 ED2639                          STATION RECOVERY (2005)
 ED2639
 ED2639'RECOVERY NOTE BY US POWER SQUADRON 2005 (BTB)
 ED2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1474 ***********************************************************************
 ED1474  DESIGNATION -  37 017
 ED1474  PID         -  ED1474
 ED1474  STATE/COUNTY-  SC/OCONEE
 ED1474  USGS QUAD   -  LAVONIA (1985)
 ED1474
 ED1474                         *CURRENT SURVEY CONTROL
 ED1474  ___________________________________________________________________
 ED1474* NAD 83(2001)-  34 29 25.29447(N)    083 01 20.22630(W)     ADJUSTED  
 ED1474* NAVD 88     -       217.6    (meters)     714.     (feet)  GPS OBS   
 ED1474  ___________________________________________________________________
 ED1474  X           -     639,342.622 (meters)                     COMP
 ED1474  Y           -  -5,223,824.121 (meters)                     COMP
 ED1474  Z           -   3,591,516.497 (meters)                     COMP
 ED1474  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 ED1474  ELLIP HEIGHT-         187.10  (meters)          (12/20/99) GPS OBS
 ED1474  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 ED1474
 ED1474  HORZ ORDER  -  FIRST
 ED1474  ELLP ORDER  -  FOURTH    CLASS I
 ED1474
 ED1474.The horizontal coordinates were established by GPS observations
 ED1474.and adjusted by the National Geodetic Survey in March 2004..
 ED1474
 ED1474.The orthometric height was determined by GPS observations and a
 ED1474.high-resolution geoid model.
 ED1474
 ED1474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1474
 ED1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1474
 ED1474.The ellipsoidal height was determined by GPS observations
 ED1474.and is referenced to NAD 83.
 ED1474
 ED1474.The geoid height was determined by GEOID03.
 ED1474
 ED1474;                    North         East     Units Scale Factor Converg.
 ED1474;SPC SC       -   296,477.827   423,883.138   MT  0.99989617   -1 07 16.2
 ED1474;SPC SC       -   972,696.28  1,390,692.71   iFT  0.99989617   -1 07 16.2
 ED1474;SPC GA E     -   498,224.552   121,417.778   MT  0.99997609   -0 29 04.3
 ED1474;SPC GA E     - 1,634,591.72    398,351.49   sFT  0.99997609   -0 29 04.3
 ED1474;UTM  17      - 3,818,384.352   314,312.354   MT  1.00002501   -1 08 43.7
 ED1474
 ED1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1474!SPC SC       -   0.99997063  x   0.99989617  =   0.99986680
 ED1474!SPC GA E     -   0.99997063  x   0.99997609  =   0.99994672
 ED1474!UTM  17      -   0.99997063  x   1.00002501  =   0.99999564
 ED1474
 ED1474:                Primary Azimuth Mark                     Grid Az
 ED1474:SPC SC       -  37 017 AZ MK                             302 33 04.3
 ED1474:SPC GA E     -  37 017 AZ MK                             301 54 52.4
 ED1474:UTM  17      -  37 017 AZ MK                             302 34 31.8
 ED1474
 ED1474|---------------------------------------------------------------------|
 ED1474| PID    Reference Object                     Distance      Geod. Az  |
 ED1474|                                                           dddmmss.s |
 ED1474| ED1475 37 017 AZ MK                        APPROX. 0.8 KM 3012548.1 |
 ED1474|---------------------------------------------------------------------|
 ED1474
 ED1474                          SUPERSEDED SURVEY CONTROL
 ED1474
 ED1474  NAD 83(1995)-  34 29 25.29412(N)    083 01 20.22673(W) AD(       ) 1
 ED1474  NAD 83(1986)-  34 29 25.30274(N)    083 01 20.22586(W) AD(       ) 1
 ED1474  NAD 83(1986)-  34 29 25.30274(N)    083 01 20.22586(W) AD(       ) 2
 ED1474  NAD 27      -  34 29 24.93438(N)    083 01 20.69228(W) AD(       ) 2
 ED1474  NGVD 29 (07/19/86)  217.0    (m)          712.     (f) VERT ANG       
 ED1474
 ED1474.Superseded values are not recommended for survey control.
 ED1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1474.See file dsdata.txt to determine how the superseded data were derived.
 ED1474
 ED1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1431218384(NAD 83)
 ED1474_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1474_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ED1474+WITH SETTING: PAVEMENT
 ED1474_SP_SET: DECK OF BRIDGE
 ED1474_STAMPING: HORZ 37 017 1980
 ED1474_MARK LOGO: SCGS  
 ED1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1474+STABILITY: SURFACE MOTION
 ED1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1474+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 ED1474
 ED1474  HISTORY     - Date     Condition        Report By
 ED1474  HISTORY     - 1980     MONUMENTED       SCGS
 ED1474  HISTORY     - 1980     GOOD             SCGS
 ED1474  HISTORY     - 19921101 GOOD             NGS
 ED1474  HISTORY     - 20030322 GOOD             USPSQD
 ED1474  HISTORY     - 20040601 GOOD             GADT
 ED1474
 ED1474                          STATION DESCRIPTION
 ED1474
 ED1474'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1474'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) SOUTHWEST OF TOKEENA
 ED1474'CROSSROADS, 4.3 KM (2.7 MI) SOUTHEAST OF PORTBASS, 1.6 KM
 ED1474'(1.0 MI) SOUTH OF FAIRPLAY SHOALS.
 ED1474'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1474'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1474'
 ED1474'TO REACH THE STATION FROM THE GEORGIA-SOUTH CAROLINA
 ED1474'STATE LINE ON INTERSTATE HIGHWAY 85, WHICH IS ABOUT 12.6 KM (7.8 MI)
 ED1474'SOUTH-SOUTHWEST OF OAKWAY.  GO NORTHEASTERLY ON INTERSTATE HIGHWAY 85
 ED1474'FOR 1.6 KM (1.0 MI) TO THE EXIT LEADING TO STATE HIGHWAY 11, TAKE THE
 ED1474'EXIT FOR 0.5 KM (0.3 MI) TO THE OVERPASS AND THE STATION IS AT THE
 ED1474'NORTHEAST CORNER OF THE OVERPASS OVER INTERSTATE HIGHWAY 85.
 ED1474'
 ED1474'THE STATION IS A STANDARD SCGS DISK
 ED1474'STAMPED---HORZ 37 017 1980---,
 ED1474'SET INTO A DRILL HOLE IN A CONCRETE SLAB.
 ED1474'IT IS LOCATED
 ED1474'5.8 METERS (19.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 ED1474'OF HIGHWAY 11,
 ED1474'3.9 METERS (12.8 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A
 ED1474'GRANITE MONUMENT READING W. C. MAYS BRIDGE AND
 ED1474'1.2 METERS (4.0 FT) WEST-NORTHWEST FROM THE BRIDGE RAIL.
 ED1474'
 ED1474'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1474'STAMPED---AZ MK 37 017 1980---,
 ED1474'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1474'FLUSH WITH GROUND.  IT IS LOCATED
 ED1474'11 METERS (36.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED1474'HIGHWAY 11,
 ED1474'2.3 METERS (7.5 FT) NORTHWEST FROM A METAL WITNESS POST AND
 ED1474'2 METERS (6.6 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 ED1474'
 ED1474'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED TO THE JUNCTION OF
 ED1474'STATE HIGHWAY 11 AND INTERSTATE HIGHWAY 85.  GO NORTH ON HIGHWAY 11
 ED1474'FOR 0.55 KM (0.35 MI) TO AN ASPHALT ROAD ON THE LEFT AND A SIGN
 ED1474'(ROCKHILL KEEP STRAIGHT).  CONTINUE FOR 0.2 KM (0.1 MI) TO THE
 ED1474'AZIMUTH MARK ON THE RIGHT.
 ED1474'
 ED1474'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1474'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1474
 ED1474                          STATION RECOVERY (1980)
 ED1474
 ED1474'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1474'RECOVERED IN GOOD CONDITION.
 ED1474
 ED1474                          STATION RECOVERY (1992)
 ED1474
 ED1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED1474'STATION IS LOCATED NEAR THE NORTHWEST CORNER IN THE DECK OF THE
 ED1474'OVERPASS BRIDGE OF INTERSTATE 85 AND STATE HIGHWAY 11, 1.0 MILE
 ED1474'(1.6 KM) SOUTH OF FAIR PLAY, 6.1 MILES (9.8 KM) NORTHEAST OF LAVONIA,
 ED1474'GEORGIA.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED1474'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED1474'STATION IS A DRILL MARK IN DECK OF BRIDGE, 25.1 FEET (7.7 M) NORTH
 ED1474'NORTHEAST OF THE CENTER OF HIGHWAY 11, 2.9 FEET (0.9 M) SOUTH
 ED1474'SOUTHWEST OF THE SOUTH EDGE OF THE GUARDRAIL WALL ON THE NORTH SIDE
 ED1474'OF THE BRIDGE, 12.4 FEET (3.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 ED1474'A GRANITE HIGHWAY MONUMENT, 7.5 FEET (2.3 M) SOUTHEAST OF A WITNESS
 ED1474'POST.
 ED1474'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 37 017 AZ MK.
 ED1474
 ED1474                          STATION RECOVERY (2003)
 ED1474
 ED1474'RECOVERY NOTE BY US POWER SQUADRON 2003 (RSO)
 ED1474'RECOVERED IN GOOD CONDITION.
 ED1474
 ED1474                          STATION RECOVERY (2004)
 ED1474
 ED1474'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1475 ***********************************************************************
 ED1475  DESIGNATION -  37 017 AZ MK
 ED1475  PID         -  ED1475
 ED1475  STATE/COUNTY-  SC/OCONEE
 ED1475  USGS QUAD   -  LAVONIA (1985)
 ED1475
 ED1475                         *CURRENT SURVEY CONTROL
 ED1475  ___________________________________________________________________
 ED1475* NAD 83(2001)-  34 29 38.90621(N)    083 01 47.12944(W)     ADJUSTED  
 ED1475* NAVD 88     -       229.7    (meters)     754.     (feet)  VERTCON   
 ED1475  ___________________________________________________________________
 ED1475  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 ED1475  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 ED1475
 ED1475  HORZ ORDER  -  SECOND
 ED1475
 ED1475.The horizontal coordinates were established by classical geodetic methods
 ED1475.and adjusted by the National Geodetic Survey in March 2004..
 ED1475
 ED1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1475
 ED1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1475
 ED1475.The geoid height was determined by GEOID03.
 ED1475
 ED1475;                    North         East     Units Scale Factor Converg.
 ED1475;SPC SC       -   296,910.593   423,205.170   MT  0.99989711   -1 07 31.1
 ED1475;SPC SC       -   974,116.12  1,388,468.41   iFT  0.99989711   -1 07 31.1
 ED1475;UTM  17      - 3,818,817.463   313,634.482   MT  1.00002812   -1 08 59.4
 ED1475
 ED1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1475!SPC SC       -   0.99996873  x   0.99989711  =   0.99986584
 ED1475!UTM  17      -   0.99996873  x   1.00002812  =   0.99999684
 ED1475
 ED1475                          SUPERSEDED SURVEY CONTROL
 ED1475
 ED1475  NAD 83(1986)-  34 29 38.91427(N)    083 01 47.12863(W) AD(       ) 2
 ED1475  NAD 27      -  34 29 38.54639(N)    083 01 47.59417(W) AD(       ) 2
 ED1475  NGVD 29 (07/19/86)  229.8    (m)          754.     (f) VERT ANG       
 ED1475
 ED1475.Superseded values are not recommended for survey control.
 ED1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1475.See file dsdata.txt to determine how the superseded data were derived.
 ED1475
 ED1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1363418817(NAD 83)
 ED1475_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1475_SP_SET: CONCRETE POST
 ED1475_STAMPING: AZ MK 37 017 1980
 ED1475_MARK LOGO: SCGS  
 ED1475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1475+STABILITY: SURFACE MOTION
 ED1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1475+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 ED1475
 ED1475  HISTORY     - Date     Condition        Report By
 ED1475  HISTORY     - 1980     MONUMENTED       SCGS
 ED1475  HISTORY     - 1980     GOOD             SCGS
 ED1475  HISTORY     - 19920624 GOOD             SCGS
 ED1475  HISTORY     - 20040320 GOOD             USPSQD
 ED1475
 ED1475                          STATION DESCRIPTION
 ED1475
 ED1475'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED1475'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) SOUTHWEST OF TOKEENA
 ED1475'CROSSROADS, 4.3 KM (2.7 MI) SOUTHEAST OF PORTBASS, 1.6 KM (1.0 MI)
 ED1475'SOUTH OF FAIRPLAY SHOALS.
 ED1475'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1475'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1475'
 ED1475'TO REACH THE STATION FROM THE GEORGIA-SOUTH CAROLINA
 ED1475'STATE LINE ON INTERSTATE HIGHWAY 85, WHICH IS ABOUT 12.6 KM (7.8 MI)
 ED1475'SOUTHWESTERLY OF OAKWAY.  GO NORTHEASTERLY ON INTERSTATE HIGHWAY 85 FO
 ED1475'1.6 KM (1.0 MI) TO THE EXIT LEADING TO STATE HIGHWAY 11, TAKE THE
 ED1475'EXIT FOR 0.5 KM (0.3 MI) TO THE OVERPASS AND THE STATION IS AT
 ED1475'NORTHEAST CORNER OF THE OVERPASS OF INTERSTATE HIGHWAY 85.
 ED1475'
 ED1475'THE STATION IS A STANDARD SCGS DISK
 ED1475'STAMPED---AZ MK 37 017 1980---,
 ED1475'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1475'FLUSH WITH GROUND.  IT IS LOCATED
 ED1475'11 METERS (36.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED1475'HIGHWAY 11,
 ED1475'2.3 METERS (7.5 FT) NORTHWEST FROM A METAL WITNESS POST AND
 ED1475'2 METERS (6.6 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 ED1475'
 ED1475'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1475'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1475
 ED1475                          STATION RECOVERY (1980)
 ED1475
 ED1475'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED1475'RECOVERED IN GOOD CONDITION.
 ED1475
 ED1475                          STATION RECOVERY (1992)
 ED1475
 ED1475'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1475'STATION IS LOCATED 5.7 MILES NORTHEAST OF LAVONIA, GEORGIA, 2.65 MILES
 ED1475'WEST SOUTHWEST OF FAIR PLAY. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED1475'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1475'803-737-1350.
 ED1475'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED1475'STATE HIGHWAY 11, 2.5 MILES SOUTHWEST OF FAIR PLAY, GO WEST ON HIGHWAY
 ED1475'11 FOR 0.5 MILE TO THE STATION ON THE RIGHT NEAR A WOODEN SIGN TO LAKE
 ED1475'HARTWELL STATE PARK ENTRANCE.
 ED1475'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 ED1475'HIGHWAY, 35.5 FT NORTHEAST OF THE CENTER OF THE HIGHWAY, 101.9 FEET
 ED1475'EAST SOUTHEAST OF THE NORTH LEG OF THE WOODEN SIGN, 6.6 FT SOUTH
 ED1475'SOUTHEAST OF A WITNESS POST, 6.8 FT WEST NORTHWEST OF A WITNESS
 ED1475'POST.
 ED1475'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 37 017.
 ED1475'RECOVERED BY T. HALL.
 ED1475
 ED1475                          STATION RECOVERY (2004)
 ED1475
 ED1475'RECOVERY NOTE BY US POWER SQUADRON 2004 (LHC)
 ED1475'ED1475 IS 9' NW FROM A METAL SIGN AND 36' NE FROM THE HIGHWAY CENTER
 ED1475'LINE. THE WOODEN SIGN HAS BEEN RE-LOCATED.
 ED1475' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3513 ***********************************************************************
 ED3513  DESIGNATION -  37 018
 ED3513  PID         -  ED3513
 ED3513  STATE/COUNTY-  SC/OCONEE
 ED3513  USGS QUAD   -  WESTMINSTER (1980)
 ED3513
 ED3513                         *CURRENT SURVEY CONTROL
 ED3513  ___________________________________________________________________
 ED3513* NAD 83(1986)-  34 40 28.     (N)    083 02 26.     (W)     SCALED    
 ED3513* NAVD 88     -       270.727  (meters)     888.21   (feet)  ADJUSTED  
 ED3513  ___________________________________________________________________
 ED3513  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ED3513  DYNAMIC HT  -         270.443 (meters)     887.28  (feet)  COMP
 ED3513  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 ED3513
 ED3513  VERT ORDER  -  FIRST     CLASS II
 ED3513
 ED3513.The horizontal coordinates were scaled from a topographic map and have
 ED3513.an estimated accuracy of +/- 6 seconds.
 ED3513
 ED3513.The orthometric height was determined by differential leveling
 ED3513.and adjusted by the National Geodetic Survey in August 1993..
 ED3513
 ED3513.The geoid height was determined by GEOID03.
 ED3513
 ED3513.The dynamic height is computed by dividing the NAVD 88
 ED3513.geopotential number by the normal gravity value computed on the
 ED3513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3513.degrees latitude (g = 980.6199 gals.).
 ED3513
 ED3513.The modeled gravity was interpolated from observed gravity values.
 ED3513
 ED3513;                    North         East    Units  Estimated Accuracy
 ED3513;SPC SC       -   316,930.      422,610.      MT  (+/- 180 meters Scaled)
 ED3513
 ED3513                          SUPERSEDED SURVEY CONTROL
 ED3513
 ED3513  NGVD 29 (12/12/91)  270.747  (m)          888.28   (f) ADJUSTED    1 2
 ED3513
 ED3513.Superseded values are not recommended for survey control.
 ED3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3513.See file dsdata.txt to determine how the superseded data were derived.
 ED3513
 ED3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU130388(NAD 83)
 ED3513_MARKER: DD = SURVEY DISK
 ED3513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3513_SP_SET: CONCRETE POST
 ED3513_STAMPING: 37 018 1991
 ED3513_MARK LOGO: SCGS  
 ED3513_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3513+STABILITY: SURFACE MOTION
 ED3513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3513+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 ED3513
 ED3513  HISTORY     - Date     Condition        Report By
 ED3513  HISTORY     - 1991     MONUMENTED       SCGS
 ED3513  HISTORY     - 20030322 GOOD             USPSQD
 ED3513
 ED3513                          STATION DESCRIPTION
 ED3513
 ED3513'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3513'STATION IS LOCATED 3.25 MILES (5.23 KM) EAST NORTHEAST OF
 ED3513'WESTMINSTER, 5.85 MILES (9.41 KM) SOUTH OF WEST UNION.
 ED3513'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3513'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3513'THE JUNCTION OVERPASS OF U.S. HIGHWAYS 76, 123 (SANDIFER BOULEVARD)
 ED3513'AND STATE HIGHWAY 11, 3.3 MILES (5.3 KM) EAST OF WESTMINSTER, GO
 ED3513'NORTH ON HIGHWAY 11 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE
 ED3513'ROAD 13 (RICHLAND ROAD), CONTINUE ON HIGHWAY 11 FOR 0.2 MILE (0.3 KM)
 ED3513'TO THE STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF A PAVED AND
 ED3513'CONCRETE DRIVEWAY LEADING TO A TWO STORY CEDAR-SIDED HOUSE.  STATION
 ED3513'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 ED3513'49.2 FEET EAST OF THE CENTER OF THE HIGHWAY, 8.5 FEET NORTHWEST OF
 ED3513'THE NORTHWEST CORNER OF THE NORTH ONE OF A PAIR OF BRICK DRIVEWAY
 ED3513'PILLARS, 15.2 FEET EAST SOUTHEAST OF THE NORTH END OF A 15-INCH
 ED3513'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 15.6 FEET NORTH OF THE
 ED3513'CENTER OF THE DRIVEWAY, 83.9 FEET EAST OF THE SOUTH END OF A 15-INCH
 ED3513'CONCRETE PIPE CULVERT BENEATH DRIVER HILL ROAD, 108.4 FEET SOUTH OF A
 ED3513'TELEPHONE JUNCTION BOX.  NOTE-STATION IS INTERVISIBLE WITH BENCH MARK
 ED3513'P 201.  DESCRIBED BY C.E. GEOGHEGAN
 ED3513
 ED3513                          STATION RECOVERY (2003)
 ED3513
 ED3513'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRP)
 ED3513'COORDINATES ARE PER GPS N34 40 29.5, N083 02 26.9 SAMPLED FOR TEN
 ED3513'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3512 ***********************************************************************
 ED3512  DESIGNATION -  37 019
 ED3512  PID         -  ED3512
 ED3512  STATE/COUNTY-  SC/OCONEE
 ED3512  USGS QUAD   -  WESTMINSTER (1980)
 ED3512
 ED3512                         *CURRENT SURVEY CONTROL
 ED3512  ___________________________________________________________________
 ED3512* NAD 83(1986)-  34 41 21.     (N)    083 02 42.     (W)     SCALED    
 ED3512* NAVD 88     -       248.357  (meters)     814.82   (feet)  ADJUSTED  
 ED3512  ___________________________________________________________________
 ED3512  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ED3512  DYNAMIC HT  -         248.095 (meters)     813.96  (feet)  COMP
 ED3512  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 ED3512
 ED3512  VERT ORDER  -  FIRST     CLASS II
 ED3512
 ED3512.The horizontal coordinates were scaled from a topographic map and have
 ED3512.an estimated accuracy of +/- 6 seconds.
 ED3512
 ED3512.The orthometric height was determined by differential leveling
 ED3512.and adjusted by the National Geodetic Survey in August 1993..
 ED3512
 ED3512.The geoid height was determined by GEOID03.
 ED3512
 ED3512.The dynamic height is computed by dividing the NAVD 88
 ED3512.geopotential number by the normal gravity value computed on the
 ED3512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3512.degrees latitude (g = 980.6199 gals.).
 ED3512
 ED3512.The modeled gravity was interpolated from observed gravity values.
 ED3512
 ED3512;                    North         East    Units  Estimated Accuracy
 ED3512;SPC SC       -   318,570.      422,230.      MT  (+/- 180 meters Scaled)
 ED3512
 ED3512                          SUPERSEDED SURVEY CONTROL
 ED3512
 ED3512  NGVD 29 (12/12/91)  248.377  (m)          814.88   (f) ADJUSTED    1 2
 ED3512
 ED3512.Superseded values are not recommended for survey control.
 ED3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3512.See file dsdata.txt to determine how the superseded data were derived.
 ED3512
 ED3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU126404(NAD 83)
 ED3512_MARKER: DD = SURVEY DISK
 ED3512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3512_SP_SET: CONCRETE POST
 ED3512_STAMPING: 37 019 1991
 ED3512_MARK LOGO: SCGS  
 ED3512_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3512+STABILITY: SURFACE MOTION
 ED3512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3512+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3512
 ED3512  HISTORY     - Date     Condition        Report By
 ED3512  HISTORY     - 1991     MONUMENTED       SCGS
 ED3512
 ED3512                          STATION DESCRIPTION
 ED3512
 ED3512'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3512'STATION IS LOCATED 3.4 MILES (5.5 KM) EAST NORTHEAST OF WESTMINSTER,
 ED3512'4.85 MILES (7.81 KM) SOUTH OF WEST UNION.  OWNERSHIP--SCDHPT,
 ED3512'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3512'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3512'U.S. HIGHWAYS 76, 123 (SANDIFER BOULEVARD) AND STATE HIGHWAY 11, 3.3
 ED3512'MILES (5.3 KM) EAST OF WESTMINSTER, GO NORTH ON HIGHWAY 11 FOR 1.8
 ED3512'MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 135 (CRITTER ROAD) AND
 ED3512'THE STATION IN THE SOUTH ANGLE.  STATION IS A CONCRETE POST FLUSH
 ED3512'WITH THE GROUND AND 1.0 FOOT BELOW THE HIGHWAY, 37.5 FEET WEST
 ED3512'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 39.2 FEET SOUTH SOUTHEAST OF
 ED3512'THE CENTER OF THE ROAD, 59.6 FEET NORTH NORTHEAST OF THE NORTH CORNER
 ED3512'OF THE CONCRETE FOUNDATION OF A SIGN (NICKS KWIK), 52.6 FEET NORTH OF
 ED3512'THE NORTHWEST END OF A 15-INCH CONCRETE PIPE CULVERT BENEATH THE
 ED3512'NORTHWEST ENTRANCE DRIVE TO THE STORE, 129.7 FEET NORTH NORTHEAST OF
 ED3512'THE NORTH CORNER OF A CONVENIENCE STORE (NICKS KWIK FOOD STORE), 17.6
 ED3512'FEET SOUTH SOUTHEAST OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3511 ***********************************************************************
 ED3511  DESIGNATION -  37 020
 ED3511  PID         -  ED3511
 ED3511  STATE/COUNTY-  SC/OCONEE
 ED3511  USGS QUAD   -  WESTMINSTER (1980)
 ED3511
 ED3511                         *CURRENT SURVEY CONTROL
 ED3511  ___________________________________________________________________
 ED3511* NAD 83(1986)-  34 42 06.     (N)    083 03 02.     (W)     SCALED    
 ED3511* NAVD 88     -       255.200  (meters)     837.27   (feet)  ADJUSTED  
 ED3511  ___________________________________________________________________
 ED3511  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ED3511  DYNAMIC HT  -         254.931 (meters)     836.39  (feet)  COMP
 ED3511  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 ED3511
 ED3511  VERT ORDER  -  FIRST     CLASS II
 ED3511
 ED3511.The horizontal coordinates were scaled from a topographic map and have
 ED3511.an estimated accuracy of +/- 6 seconds.
 ED3511
 ED3511.The orthometric height was determined by differential leveling
 ED3511.and adjusted by the National Geodetic Survey in August 1993..
 ED3511
 ED3511.The geoid height was determined by GEOID03.
 ED3511
 ED3511.The dynamic height is computed by dividing the NAVD 88
 ED3511.geopotential number by the normal gravity value computed on the
 ED3511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3511.degrees latitude (g = 980.6199 gals.).
 ED3511
 ED3511.The modeled gravity was interpolated from observed gravity values.
 ED3511
 ED3511;                    North         East    Units  Estimated Accuracy
 ED3511;SPC SC       -   319,960.      421,750.      MT  (+/- 180 meters Scaled)
 ED3511
 ED3511                          SUPERSEDED SURVEY CONTROL
 ED3511
 ED3511  NGVD 29 (12/12/91)  255.222  (m)          837.34   (f) ADJUSTED    1 2
 ED3511
 ED3511.Superseded values are not recommended for survey control.
 ED3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3511.See file dsdata.txt to determine how the superseded data were derived.
 ED3511
 ED3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU121418(NAD 83)
 ED3511_MARKER: DD = SURVEY DISK
 ED3511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3511_SP_SET: CONCRETE POST
 ED3511_STAMPING: 37 020 1991
 ED3511_MARK LOGO: SCGS  
 ED3511_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3511+STABILITY: SURFACE MOTION
 ED3511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3511+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3511
 ED3511  HISTORY     - Date     Condition        Report By
 ED3511  HISTORY     - 1991     MONUMENTED       SCGS
 ED3511
 ED3511                          STATION DESCRIPTION
 ED3511
 ED3511'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3511'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTH OF WEST UNION, 3.65 MILES
 ED3511'(5.87 KM) NORTHEAST OF WESTMINSTER.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3511'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3511'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3511'U.S. HIGHWAYS 76, 123 (SANDIFER BOULEVARD) AND STATE HIGHWAY 11, 3.3
 ED3511'MILES (5.3 KM) EAST OF WESTMINSTER, GO NORTH ON HIGHWAY 11 FOR 1.8
 ED3511'MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 135 (CRITTER ROAD),
 ED3511'CONTINUE ON HIGHWAY 11 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE
 ED3511'LEFT BEHIND A GUARDRAIL, 1.3 MILES (2.1 KM) SOUTH OF THE JUNCTION OF
 ED3511'STATE ROAD 107 (OLD HOUSE AND HEFNER ROADS).  STATION IS A CONCRETE
 ED3511'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 18.3 FEET WEST
 ED3511'OF THE CENTER OF THE HIGHWAY, 36.4 FEET EAST OF A POWER POLE NUMBER
 ED3511'37746 WITH GUY WIRE, 4.7 FEET SOUTHEAST OF A GUARDRAIL POST WITH A
 ED3511'SCGS REFERENCE WASHER ATTACHED, 4.0 FEET NORTH NORTHEAST OF A
 ED3511'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 50.8 FEET EAST
 ED3511'OF THE WEST END OF A 36-INCH CONCRETE PIPE CULVERT BENEATH THE
 ED3511'HIGHWAY, 9.6 FEET NORTH OF A WITNESS POST.  DESCRIBED BY C.E.
 ED3511'GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3510 ***********************************************************************
 ED3510  DESIGNATION -  37 021
 ED3510  PID         -  ED3510
 ED3510  STATE/COUNTY-  SC/OCONEE
 ED3510  USGS QUAD   -  WESTMINSTER (1980)
 ED3510
 ED3510                         *CURRENT SURVEY CONTROL
 ED3510  ___________________________________________________________________
 ED3510* NAD 83(1986)-  34 42 51.     (N)    083 03 09.     (W)     SCALED    
 ED3510* NAVD 88     -       246.737  (meters)     809.50   (feet)  ADJUSTED  
 ED3510  ___________________________________________________________________
 ED3510  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ED3510  DYNAMIC HT  -         246.477 (meters)     808.65  (feet)  COMP
 ED3510  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 ED3510
 ED3510  VERT ORDER  -  FIRST     CLASS II
 ED3510
 ED3510.The horizontal coordinates were scaled from a topographic map and have
 ED3510.an estimated accuracy of +/- 6 seconds.
 ED3510
 ED3510.The orthometric height was determined by differential leveling
 ED3510.and adjusted by the National Geodetic Survey in August 1993..
 ED3510
 ED3510.The geoid height was determined by GEOID03.
 ED3510
 ED3510.The dynamic height is computed by dividing the NAVD 88
 ED3510.geopotential number by the normal gravity value computed on the
 ED3510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3510.degrees latitude (g = 980.6199 gals.).
 ED3510
 ED3510.The modeled gravity was interpolated from observed gravity values.
 ED3510
 ED3510;                    North         East    Units  Estimated Accuracy
 ED3510;SPC SC       -   321,350.      421,600.      MT  (+/- 180 meters Scaled)
 ED3510
 ED3510                          SUPERSEDED SURVEY CONTROL
 ED3510
 ED3510  NGVD 29 (12/12/91)  246.760  (m)          809.58   (f) ADJUSTED    1 2
 ED3510
 ED3510.Superseded values are not recommended for survey control.
 ED3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3510.See file dsdata.txt to determine how the superseded data were derived.
 ED3510
 ED3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU120432(NAD 83)
 ED3510_MARKER: DD = SURVEY DISK
 ED3510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3510_SP_SET: CONCRETE POST
 ED3510_STAMPING: 37 021 1991
 ED3510_MARK LOGO: SCGS  
 ED3510_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3510+STABILITY: SURFACE MOTION
 ED3510
 ED3510  HISTORY     - Date     Condition        Report By
 ED3510  HISTORY     - 1991     MONUMENTED       SCGS
 ED3510
 ED3510                          STATION DESCRIPTION
 ED3510
 ED3510'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3510'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTH OF WEST UNION, 4.25 MILES
 ED3510'(6.84 KM) NORTHEAST OF WESTMINSTER.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3510'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3510'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3510'U.S. HIGHWAYS 76, 123 (SANDIFER BOULEVARD) AND STATE HIGHWAY 11, 3.3
 ED3510'MILES (5.3 KM) EAST OF WESTMINSTER, GO NORTH ON HIGHWAY 11 FOR 1.8
 ED3510'MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 135 (CRITTER ROAD),
 ED3510'CONTINUE ON HIGHWAY 11 FOR 1.85 MILES (2.98 KM) TO A CROSSROAD (LEVI
 ED3510'AND CREEKWOOD LANES) AND THE STATION NEAR THE SOUTH END OF A
 ED3510'GUARDRAIL IN THE NORTHEAST ANGLE, 0.45 MILE (0.72 KM) SOUTH SOUTHEAST
 ED3510'OF THE JUNCTION OF STATE ROAD 107 (OLD HOUSE AND HEFNER ROADS).
 ED3510'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 ED3510'THE HIGHWAY, 23.9 FEET EAST NORTHEAST OF THE CENTER OF THE HIGHWAY,
 ED3510'128.6 FEET NORTH OF THE CENTER OF LEVI LANE, 116.7 FEET NORTH
 ED3510'NORTHEAST OF THE NORTH END OF A 15-INCH CONCRETE PIPE CULVERT BENEATH
 ED3510'CREEKWOOD LANE, 181.8 FEET SOUTHEAST OF A 15-INCH CONCRETE PIPE
 ED3510'CULVERT BENEATH A DRIVEWAY LEADING TO COUNTRY WORKBENCH WOODWORK
 ED3510'SHOP, 3.5 FEET WEST SOUTHWEST OF THE FIRST GUARD RAIL POST WITH A
 ED3510'SCGS REFERENCE WASHER ATTACHED, 6.3 FEET SOUTH OF A WITNESS POST.
 ED3510'DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3509 ***********************************************************************
 ED3509  DESIGNATION -  37 022
 ED3509  PID         -  ED3509
 ED3509  STATE/COUNTY-  SC/OCONEE
 ED3509  USGS QUAD   -  WESTMINSTER (1980)
 ED3509
 ED3509                         *CURRENT SURVEY CONTROL
 ED3509  ___________________________________________________________________
 ED3509* NAD 83(1986)-  34 43 31.     (N)    083 03 23.     (W)     SCALED    
 ED3509* NAVD 88     -       266.651  (meters)     874.84   (feet)  ADJUSTED  
 ED3509  ___________________________________________________________________
 ED3509  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ED3509  DYNAMIC HT  -         266.369 (meters)     873.91  (feet)  COMP
 ED3509  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 ED3509
 ED3509  VERT ORDER  -  FIRST     CLASS II
 ED3509
 ED3509.The horizontal coordinates were scaled from a topographic map and have
 ED3509.an estimated accuracy of +/- 6 seconds.
 ED3509
 ED3509.The orthometric height was determined by differential leveling
 ED3509.and adjusted by the National Geodetic Survey in August 1993..
 ED3509
 ED3509.The geoid height was determined by GEOID03.
 ED3509
 ED3509.The dynamic height is computed by dividing the NAVD 88
 ED3509.geopotential number by the normal gravity value computed on the
 ED3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3509.degrees latitude (g = 980.6199 gals.).
 ED3509
 ED3509.The modeled gravity was interpolated from observed gravity values.
 ED3509
 ED3509;                    North         East    Units  Estimated Accuracy
 ED3509;SPC SC       -   322,590.      421,270.      MT  (+/- 180 meters Scaled)
 ED3509
 ED3509                          SUPERSEDED SURVEY CONTROL
 ED3509
 ED3509  NGVD 29 (12/12/91)  266.675  (m)          874.92   (f) ADJUSTED    1 2
 ED3509
 ED3509.Superseded values are not recommended for survey control.
 ED3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3509.See file dsdata.txt to determine how the superseded data were derived.
 ED3509
 ED3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU117445(NAD 83)
 ED3509_MARKER: DD = SURVEY DISK
 ED3509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3509_SP_SET: CONCRETE POST
 ED3509_STAMPING: 37 022 1991
 ED3509_MARK LOGO: SCGS  
 ED3509_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3509+STABILITY: SURFACE MOTION
 ED3509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3509+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3509
 ED3509  HISTORY     - Date     Condition        Report By
 ED3509  HISTORY     - 1991     MONUMENTED       SCGS
 ED3509
 ED3509                          STATION DESCRIPTION
 ED3509
 ED3509'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3509'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTH SOUTHWEST OF WEST UNION.
 ED3509'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3509'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3509'THE JUNCTION OVERPASS OF STATE HIGHWAYS 11 AND 28 (BLUE RIDGE
 ED3509'BOULEVARD), 0.5 MILE (0.8 KM) SOUTHWEST OF WEST UNION, GO SOUTH
 ED3509'SOUTHWEST ON HIGHWAY 11 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF
 ED3509'STATE ROAD 220 (BEAR SWAMP ROAD), CONTINUE ON HIGHWAY 11 FOR 0.8 MILE
 ED3509'(1.3 KM) TO THE STATION ON THE RIGHT IN FRONT OF BEIMANN SUPPLY
 ED3509'COMPANY, 0.35 MILE (0.56 KM) NORTH NORTHWEST OF THE JUNCTION OF STATE
 ED3509'ROAD 107 (OLD HOUSE AND HEFNER ROADS).  STATION IS A CONCRETE POST
 ED3509'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 46.4 FEET WEST OF
 ED3509'THE CENTER OF THE HIGHWAY, 56.8 FEET SOUTH SOUTHWEST OF THE SOUTH END
 ED3509'OF A CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO A COMPANY
 ED3509'BUILDING OUTSIDE OF THE FENCE, 31.8 FEET EAST OF A FIRE HYDRANT, 35.6
 ED3509'FEET EAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE SURROUNDING
 ED3509'THE COMPANY BUILDING, 174.7 FEET EAST SOUTHEAST OF THE NORTHEAST
 ED3509'CORNER OF THE BUILDING OUTSIDE OF THE FENCE, 124.0 FEET NORTH OF THE
 ED3509'CENTER OF THE ENTRANCE DRIVE TO THE BUILDING INSIDE OF THE FENCE,
 ED3509'43.5 FEET NORTHEAST OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3508 ***********************************************************************
 ED3508  DESIGNATION -  37 023
 ED3508  PID         -  ED3508
 ED3508  STATE/COUNTY-  SC/OCONEE
 ED3508  USGS QUAD   -  WESTMINSTER (1980)
 ED3508
 ED3508                         *CURRENT SURVEY CONTROL
 ED3508  ___________________________________________________________________
 ED3508* NAD 83(1986)-  34 44 11.     (N)    083 03 11.     (W)     SCALED    
 ED3508* NAVD 88     -       271.416  (meters)     890.47   (feet)  ADJUSTED  
 ED3508  ___________________________________________________________________
 ED3508  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ED3508  DYNAMIC HT  -         271.129 (meters)     889.53  (feet)  COMP
 ED3508  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 ED3508
 ED3508  VERT ORDER  -  FIRST     CLASS II
 ED3508
 ED3508.The horizontal coordinates were scaled from a topographic map and have
 ED3508.an estimated accuracy of +/- 6 seconds.
 ED3508
 ED3508.The orthometric height was determined by differential leveling
 ED3508.and adjusted by the National Geodetic Survey in August 1993..
 ED3508
 ED3508.The geoid height was determined by GEOID03.
 ED3508
 ED3508.The dynamic height is computed by dividing the NAVD 88
 ED3508.geopotential number by the normal gravity value computed on the
 ED3508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3508.degrees latitude (g = 980.6199 gals.).
 ED3508
 ED3508.The modeled gravity was interpolated from observed gravity values.
 ED3508
 ED3508;                    North         East    Units  Estimated Accuracy
 ED3508;SPC SC       -   323,820.      421,600.      MT  (+/- 180 meters Scaled)
 ED3508
 ED3508                          SUPERSEDED SURVEY CONTROL
 ED3508
 ED3508  NGVD 29 (12/12/91)  271.442  (m)          890.56   (f) ADJUSTED    1 2
 ED3508
 ED3508.Superseded values are not recommended for survey control.
 ED3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3508.See file dsdata.txt to determine how the superseded data were derived.
 ED3508
 ED3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU120457(NAD 83)
 ED3508_MARKER: DD = SURVEY DISK
 ED3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3508_SP_SET: CONCRETE POST
 ED3508_STAMPING: 37 023 1991
 ED3508_MARK LOGO: SCGS  
 ED3508_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3508+STABILITY: SURFACE MOTION
 ED3508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3508+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3508
 ED3508  HISTORY     - Date     Condition        Report By
 ED3508  HISTORY     - 1991     MONUMENTED       SCGS
 ED3508
 ED3508                          STATION DESCRIPTION
 ED3508
 ED3508'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3508'STATION IS LOCATED 1.7 MILES (2.7 KM) SOUTH SOUTHWEST OF WEST UNION.
 ED3508'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3508'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3508'THE JUNCTION OVERPASS OF STATE HIGHWAYS 11 AND 28 (BLUE RIDGE
 ED3508'BOULEVARD), 0.5 MILE (0.8 KM) SOUTHWEST OF WEST UNION, GO SOUTH
 ED3508'SOUTHWEST ON HIGHWAY 11 FOR 1.3 MILES (2.1 KM) TO THE STATION NEAR A
 ED3508'FIRE HYDRANT IN THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD 220
 ED3508'(BEAR SWAMP ROAD).  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED3508'AND 2.0 FEET ABOVE THE HIGHWAY, 52.0 FEET WEST NORTHWEST OF THE
 ED3508'CENTER OF THE HIGHWAY, 53.5 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 ED3508'12.4 FEET NORTH OF A FIRE HYDRANT, 66.7 FEET EAST SOUTHEAST OF THE
 ED3508'SOUTHEAST END OF A 15-INCH CONCRETE PIPE CULVERT BENEATH A DRIVEWAY
 ED3508'LEADING TO THE GTE VALENITE BUILDING, 48.0 FEET SOUTH SOUTHEAST OF
 ED3508'THE SOUTHEAST CORNER OF A PLASTIC WATER METER BOX COVER, 11.9 FEET
 ED3508'NORTH OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3507 ***********************************************************************
 ED3507  DESIGNATION -  37 024
 ED3507  PID         -  ED3507
 ED3507  STATE/COUNTY-  SC/OCONEE
 ED3507  USGS QUAD   -  WALHALLA (1980)
 ED3507
 ED3507                         *CURRENT SURVEY CONTROL
 ED3507  ___________________________________________________________________
 ED3507* NAD 83(1986)-  34 45 13.     (N)    083 02 53.     (W)     SCALED    
 ED3507* NAVD 88     -       280.807  (meters)     921.28   (feet)  ADJUSTED  
 ED3507  ___________________________________________________________________
 ED3507  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ED3507  DYNAMIC HT  -         280.510 (meters)     920.31  (feet)  COMP
 ED3507  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 ED3507
 ED3507  VERT ORDER  -  FIRST     CLASS II
 ED3507
 ED3507.The horizontal coordinates were scaled from a topographic map and have
 ED3507.an estimated accuracy of +/- 6 seconds.
 ED3507
 ED3507.The orthometric height was determined by differential leveling
 ED3507.and adjusted by the National Geodetic Survey in August 1993..
 ED3507
 ED3507.The geoid height was determined by GEOID03.
 ED3507
 ED3507.The dynamic height is computed by dividing the NAVD 88
 ED3507.geopotential number by the normal gravity value computed on the
 ED3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3507.degrees latitude (g = 980.6199 gals.).
 ED3507
 ED3507.The modeled gravity was interpolated from observed gravity values.
 ED3507
 ED3507;                    North         East    Units  Estimated Accuracy
 ED3507;SPC SC       -   325,720.      422,100.      MT  (+/- 180 meters Scaled)
 ED3507
 ED3507                          SUPERSEDED SURVEY CONTROL
 ED3507
 ED3507  NGVD 29 (12/12/91)  280.834  (m)          921.37   (f) ADJUSTED    1 2
 ED3507
 ED3507.Superseded values are not recommended for survey control.
 ED3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3507.See file dsdata.txt to determine how the superseded data were derived.
 ED3507
 ED3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU125476(NAD 83)
 ED3507_MARKER: DD = SURVEY DISK
 ED3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3507_SP_SET: CONCRETE POST
 ED3507_STAMPING: 37 024 1991
 ED3507_MARK LOGO: SCGS  
 ED3507_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3507+STABILITY: SURFACE MOTION
 ED3507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3507+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3507
 ED3507  HISTORY     - Date     Condition        Report By
 ED3507  HISTORY     - 1991     MONUMENTED       SCGS
 ED3507
 ED3507                          STATION DESCRIPTION
 ED3507
 ED3507'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3507'STATION IS LOCATED NEAR THE WEST CORNER OF THE OVERPASS BRIDGE OF THE
 ED3507'EASTBOUND LANES OF STATE HIGHWAY 28 (BLUE RIDGE BOULEVARD) AT THE
 ED3507'JUNCTION OF STATE HIGHWAY 11, 0.5 MILE (0.8 KM) SOUTHWEST OF WEST
 ED3507'UNION.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED3507'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE
 ED3507'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 35.4 FEET
 ED3507'SOUTHWEST OF THE CENTER OF HIGHWAY 28, 82.7 FEET NORTHWEST OF THE
 ED3507'WEST CORNER OF THE OVERPASS, 25.4 FEET NORTH NORTHEAST OF THE NORTH
 ED3507'CORNER OF A CHAIN LINK FENCE SURROUNDING A SMALL WEATHER STATION,
 ED3507'47.4 FEET EAST OF A METER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 ED3507'40.0 FEET SOUTH SOUTHEAST OF A POWER POLE WITH GUY WIRE, 14.1 FEET
 ED3507'SOUTH OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3502 ***********************************************************************
 ED3502  DESIGNATION -  37 025
 ED3502  PID         -  ED3502
 ED3502  STATE/COUNTY-  SC/OCONEE
 ED3502  USGS QUAD   -  WALHALLA (1980)
 ED3502
 ED3502                         *CURRENT SURVEY CONTROL
 ED3502  ___________________________________________________________________
 ED3502* NAD 83(1986)-  34 45 35.     (N)    083 02 36.     (W)     SCALED    
 ED3502* NAVD 88     -       301.868  (meters)     990.38   (feet)  ADJUSTED  
 ED3502  ___________________________________________________________________
 ED3502  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ED3502  DYNAMIC HT  -         301.549 (meters)     989.33  (feet)  COMP
 ED3502  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 ED3502
 ED3502  VERT ORDER  -  FIRST     CLASS II
 ED3502
 ED3502.The horizontal coordinates were scaled from a topographic map and have
 ED3502.an estimated accuracy of +/- 6 seconds.
 ED3502
 ED3502.The orthometric height was determined by differential leveling
 ED3502.and adjusted by the National Geodetic Survey in August 1993..
 ED3502
 ED3502.The geoid height was determined by GEOID03.
 ED3502
 ED3502.The dynamic height is computed by dividing the NAVD 88
 ED3502.geopotential number by the normal gravity value computed on the
 ED3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3502.degrees latitude (g = 980.6199 gals.).
 ED3502
 ED3502.The modeled gravity was interpolated from observed gravity values.
 ED3502
 ED3502;                    North         East    Units  Estimated Accuracy
 ED3502;SPC SC       -   326,390.      422,540.      MT  (+/- 180 meters Scaled)
 ED3502
 ED3502                          SUPERSEDED SURVEY CONTROL
 ED3502
 ED3502  NGVD 29 (12/12/91)  301.896  (m)          990.47   (f) ADJUSTED    1 2
 ED3502
 ED3502.Superseded values are not recommended for survey control.
 ED3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3502.See file dsdata.txt to determine how the superseded data were derived.
 ED3502
 ED3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU129482(NAD 83)
 ED3502_MARKER: DD = SURVEY DISK
 ED3502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3502_SP_SET: CONCRETE POST
 ED3502_STAMPING: 37 025 1991
 ED3502_MARK LOGO: SCGS  
 ED3502_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3502+STABILITY: SURFACE MOTION
 ED3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3502+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3502
 ED3502  HISTORY     - Date     Condition        Report By
 ED3502  HISTORY     - 1991     MONUMENTED       SCGS
 ED3502
 ED3502                          STATION DESCRIPTION
 ED3502
 ED3502'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3502'STATION IS LOCATED IN WEST UNION.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3502'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3502'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3502'STATE HIGHWAYS 11 AND 28 (BLUE RIDGE BOULEVARD), 0.5 MILE (0.8 KM)
 ED3502'SOUTHWEST OF WEST UNION, GO NORTH NORTHEAST ON HIGHWAY 11 FOR 0.5
 ED3502'MILE (0.8 KM) TO THE JUNCTION OF ROAD P-3701 (MAIN STREET) AND THE
 ED3502'STATION IN THE WEST ANGLE, A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3502'LEVEL WITH THE HIGHWAY, 38.5 FEET NORTHWEST OF THE CENTER OF THE
 ED3502'SOUTHBOUND LANES OF THE HIGHWAY, 58.7 FEET SOUTHWEST OF THE CENTER OF
 ED3502'MAIN STREET, 105.0 FEET SOUTHEAST OF THE EAST CORNER OF THE POST
 ED3502'OFFICE BUILDING, 129.2 FEET EAST NORTHEAST OF THE EAST CORNER OF A
 ED3502'BRICK COMMERCIAL BUILDING, 15.8 FEET SOUTH SOUTHWEST OF A POWER POLE
 ED3502'WITH TWO GUY WIRES AND A LARGE ALUMINUM TRAFFIC LIGHT CONTROL BOX AND
 ED3502'A METER, 10.7 (35.1 FT) FEET SOUTH OF A WITNESS POST.  DESCRIBED BY
 ED3502'C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3501 ***********************************************************************
 ED3501  DESIGNATION -  37 026
 ED3501  PID         -  ED3501
 ED3501  STATE/COUNTY-  SC/OCONEE
 ED3501  USGS QUAD   -  WALHALLA (1980)
 ED3501
 ED3501                         *CURRENT SURVEY CONTROL
 ED3501  ___________________________________________________________________
 ED3501* NAD 83(1986)-  34 45 46.     (N)    083 02 19.     (W)     SCALED    
 ED3501* NAVD 88     -       296.308  (meters)     972.14   (feet)  ADJUSTED  
 ED3501  ___________________________________________________________________
 ED3501  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ED3501  DYNAMIC HT  -         295.995 (meters)     971.11  (feet)  COMP
 ED3501  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 ED3501
 ED3501  VERT ORDER  -  FIRST     CLASS II
 ED3501
 ED3501.The horizontal coordinates were scaled from a topographic map and have
 ED3501.an estimated accuracy of +/- 6 seconds.
 ED3501
 ED3501.The orthometric height was determined by differential leveling
 ED3501.and adjusted by the National Geodetic Survey in August 1993..
 ED3501
 ED3501.The geoid height was determined by GEOID03.
 ED3501
 ED3501.The dynamic height is computed by dividing the NAVD 88
 ED3501.geopotential number by the normal gravity value computed on the
 ED3501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3501.degrees latitude (g = 980.6199 gals.).
 ED3501
 ED3501.The modeled gravity was interpolated from observed gravity values.
 ED3501
 ED3501;                    North         East    Units  Estimated Accuracy
 ED3501;SPC SC       -   326,720.      422,980.      MT  (+/- 180 meters Scaled)
 ED3501
 ED3501                          SUPERSEDED SURVEY CONTROL
 ED3501
 ED3501  NGVD 29 (12/12/91)  296.337  (m)          972.23   (f) ADJUSTED    1 2
 ED3501
 ED3501.Superseded values are not recommended for survey control.
 ED3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3501.See file dsdata.txt to determine how the superseded data were derived.
 ED3501
 ED3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU134486(NAD 83)
 ED3501_MARKER: DD = SURVEY DISK
 ED3501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3501_SP_SET: CONCRETE POST
 ED3501_STAMPING: 37 026 1991
 ED3501_MARK LOGO: SCGS  
 ED3501_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3501+STABILITY: SURFACE MOTION
 ED3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3501+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3501
 ED3501  HISTORY     - Date     Condition        Report By
 ED3501  HISTORY     - 1991     MONUMENTED       SCGS
 ED3501
 ED3501                          STATION DESCRIPTION
 ED3501
 ED3501'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3501'STATION IS LOCATED IN WEST UNION.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3501'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3501'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3501'STATE HIGHWAYS 11 AND 28 (BLUE RIDGE BOULEVARD), 0.5 MILE (0.8 KM)
 ED3501'SOUTHWEST OF WEST UNION, GO NORTH NORTHEAST ON HIGHWAY 11 FOR 0.85
 ED3501'MILE (1.37 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE BETWEEN
 ED3501'THE TWO ENTRANCES TO THE SCHLUMBERGER PLANT.  STATION IS A CONCRETE
 ED3501'POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE THE HIGHWAY, 37.2 FEET
 ED3501'NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.8
 ED3501'FEET SOUTHEAST OF THE POWER POLE WITH 4 GUY WIRES AND A SCGS
 ED3501'REFERENCE WASHER ATTACHED, 82.8 FEET EAST NORTHEAST OF THE SOUTHWEST
 ED3501'SIDE OF THE NORTHEAST CURB OF THE SOUTHWEST ENTRANCE DRIVE, 143.8
 ED3501'FEET WEST SOUTHWEST OF THE NORTHEAST SIDE OF THE SOUTHWEST CURB OF
 ED3501'THE NORTHEAST ENTRANCE DRIVE, 15.9 FEET SOUTHEAST OF A CHAIN LINK
 ED3501'FENCE SURROUNDING THE PLANT, 16.3 FEET EAST SOUTHEAST OF A WITNESS
 ED3501'POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3500 ***********************************************************************
 ED3500  DESIGNATION -  37 027
 ED3500  PID         -  ED3500
 ED3500  STATE/COUNTY-  SC/OCONEE
 ED3500  USGS QUAD   -  WALHALLA (1980)
 ED3500
 ED3500                         *CURRENT SURVEY CONTROL
 ED3500  ___________________________________________________________________
 ED3500* NAD 83(1986)-  34 46 29.     (N)    083 01 33.     (W)     SCALED    
 ED3500* NAVD 88     -       303.390  (meters)     995.37   (feet)  ADJUSTED  
 ED3500  ___________________________________________________________________
 ED3500  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED3500  DYNAMIC HT  -         303.071 (meters)     994.33  (feet)  COMP
 ED3500  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 ED3500
 ED3500  VERT ORDER  -  FIRST     CLASS II
 ED3500
 ED3500.The horizontal coordinates were scaled from a topographic map and have
 ED3500.an estimated accuracy of +/- 6 seconds.
 ED3500
 ED3500.The orthometric height was determined by differential leveling
 ED3500.and adjusted by the National Geodetic Survey in August 1993..
 ED3500
 ED3500.The geoid height was determined by GEOID03.
 ED3500
 ED3500.The dynamic height is computed by dividing the NAVD 88
 ED3500.geopotential number by the normal gravity value computed on the
 ED3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3500.degrees latitude (g = 980.6199 gals.).
 ED3500
 ED3500.The modeled gravity was interpolated from observed gravity values.
 ED3500
 ED3500;                    North         East    Units  Estimated Accuracy
 ED3500;SPC SC       -   328,020.      424,180.      MT  (+/- 180 meters Scaled)
 ED3500
 ED3500                          SUPERSEDED SURVEY CONTROL
 ED3500
 ED3500  NGVD 29 (12/12/91)  303.421  (m)          995.47   (f) ADJUSTED    1 2
 ED3500
 ED3500.Superseded values are not recommended for survey control.
 ED3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3500.See file dsdata.txt to determine how the superseded data were derived.
 ED3500
 ED3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU146499(NAD 83)
 ED3500_MARKER: DD = SURVEY DISK
 ED3500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3500_SP_SET: CONCRETE POST
 ED3500_STAMPING: 37 027 1991
 ED3500_MARK LOGO: SCGS  
 ED3500_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3500+STABILITY: SURFACE MOTION
 ED3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3500+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3500
 ED3500  HISTORY     - Date     Condition        Report By
 ED3500  HISTORY     - 1991     MONUMENTED       SCGS
 ED3500
 ED3500                          STATION DESCRIPTION
 ED3500
 ED3500'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3500'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTHEAST OF WEST UNION.
 ED3500'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3500'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3500'THE JUNCTION OVERPASS OF STATE HIGHWAYS 11 AND 28 (BLUE RIDGE
 ED3500'BOULEVARD), 0.5 MILE (0.8 KM) SOUTHWEST OF WEST UNION, GO NORTH
 ED3500'NORTHEAST ON HIGHWAY 11 FOR 2.05 MILES (3.30 KM) TO THE STATION ON
 ED3500'THE RIGHT IN FRONT OF THE SCENIC HEIGHTS BAPTIST CHURCH IN THE SOUTH
 ED3500'ANGLE OF THE JUNCTION OF STATE ROAD 131 (FOWLER ROAD), A CONCRETE
 ED3500'POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW THE HIGHWAY, 46.6 FEET
 ED3500'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 67.3 FEET NORTHEAST OF
 ED3500'THE V-POINT OF A BRICK SIGN (SCENIC HEIGHTS BAPTIST CHURCH), 94.9
 ED3500'FEET NORTH NORTHEAST OF THE NORTH CORNER OF THE CHURCH, 30.9 FEET
 ED3500'SOUTH SOUTHWEST OF THE SOUTHWEST END OF A 15-INCH CONCRETE PIPE
 ED3500'CULVERT BENEATH THE ROAD, 49.0 FEET WEST OF THE WEST CORNER OF A
 ED3500'4-FOOT BY 5-FOOT CONCRETE PAD FOR A LARGE TELEPHONE JUNCTION BOX,
 ED3500'57.5 FEET SOUTHWEST OF THE CENTER OF THE ROAD.  DESCRIBED BY C.E.
 ED3500'GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3499 ***********************************************************************
 ED3499  DESIGNATION -  37 028
 ED3499  PID         -  ED3499
 ED3499  STATE/COUNTY-  SC/OCONEE
 ED3499  USGS QUAD   -  WALHALLA (1980)
 ED3499
 ED3499                         *CURRENT SURVEY CONTROL
 ED3499  ___________________________________________________________________
 ED3499* NAD 83(1986)-  34 47 23.     (N)    083 01 22.     (W)     SCALED    
 ED3499* NAVD 88     -       269.391  (meters)     883.83   (feet)  ADJUSTED  
 ED3499  ___________________________________________________________________
 ED3499  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED3499  DYNAMIC HT  -         269.107 (meters)     882.90  (feet)  COMP
 ED3499  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 ED3499
 ED3499  VERT ORDER  -  FIRST     CLASS II
 ED3499
 ED3499.The horizontal coordinates were scaled from a topographic map and have
 ED3499.an estimated accuracy of +/- 6 seconds.
 ED3499
 ED3499.The orthometric height was determined by differential leveling
 ED3499.and adjusted by the National Geodetic Survey in August 1993..
 ED3499
 ED3499.The geoid height was determined by GEOID03.
 ED3499
 ED3499.The dynamic height is computed by dividing the NAVD 88
 ED3499.geopotential number by the normal gravity value computed on the
 ED3499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3499.degrees latitude (g = 980.6199 gals.).
 ED3499
 ED3499.The modeled gravity was interpolated from observed gravity values.
 ED3499
 ED3499;                    North         East    Units  Estimated Accuracy
 ED3499;SPC SC       -   329,680.      424,490.      MT  (+/- 180 meters Scaled)
 ED3499
 ED3499                          SUPERSEDED SURVEY CONTROL
 ED3499
 ED3499  NGVD 29 (12/12/91)  269.422  (m)          883.93   (f) ADJUSTED    1 2
 ED3499
 ED3499.Superseded values are not recommended for survey control.
 ED3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3499.See file dsdata.txt to determine how the superseded data were derived.
 ED3499
 ED3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU149515(NAD 83)
 ED3499_MARKER: DD = SURVEY DISK
 ED3499_SETTING: 66 = SET IN ROCK OUTCROP
 ED3499_SP_SET: ROCK OUTCROP
 ED3499_STAMPING: 37 028 1991
 ED3499_MARK LOGO: SCGS  
 ED3499_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED3499+STABILITY: POSITION/ELEVATION WELL
 ED3499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3499+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3499
 ED3499  HISTORY     - Date     Condition        Report By
 ED3499  HISTORY     - 1991     MONUMENTED       SCGS
 ED3499
 ED3499                          STATION DESCRIPTION
 ED3499
 ED3499'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3499'STATION IS LOCATED 2.35 MILES (3.78 KM) NORTHEAST OF WEST UNION.
 ED3499'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3499'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3499'THE JUNCTION OVERPASS OF STATE HIGHWAYS 11 AND 183 (PICKENS HIGHWAY),
 ED3499'3.3 MILES (5.3 KM) NORTHEAST OF WALHALLA, GO SOUTH SOUTHEAST ON
 ED3499'HIGHWAY 11 FOR 0.95 MILE (1.53 KM) TO A PAVED ROAD RIGHT (DOGWOOD
 ED3499'HILL ROAD) AND THE STATION IN THE NORTHWEST ANGLE, 0.55 MILE (0.89
 ED3499'KM) NORTH NORTHWEST OF THE JUNCTION OF STATE ROAD 24, IN ROCK OUTCROP
 ED3499'AND 2.0 FEET ABOVE THE HIGHWAY, 54.3 FEET SOUTHWEST OF THE CENTER OF
 ED3499'THE HIGHWAY, 26.7 FEET NORTHEAST OF A FENCE LINE, 75.0 FEET NORTH OF
 ED3499'THE NORTH CORNER OF THE NORTHEAST BRICK PILLAR OF A CATTLE GUARD,
 ED3499'75.2 FEET NORTH NORTHWEST OF THE NORTHWEST END OF A 15-INCH CONCRETE
 ED3499'PIPE CULVERT BENEATH DOGWOOD HILL ROAD, 24.8 FEET NORTHEAST OF THE
 ED3499'CENTER OF A METAL WATER METER COVER, 15.2 FEET SOUTH SOUTHWEST OF A
 ED3499'WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3498 ***********************************************************************
 ED3498  DESIGNATION -  37 029
 ED3498  PID         -  ED3498
 ED3498  STATE/COUNTY-  SC/OCONEE
 ED3498  USGS QUAD   -  WALHALLA (1980)
 ED3498
 ED3498                         *CURRENT SURVEY CONTROL
 ED3498  ___________________________________________________________________
 ED3498* NAD 83(2001)-  34 48 08.06640(N)    083 01 50.34064(W)     ADJUSTED  
 ED3498* NAVD 88     -       301.851  (meters)     990.32   (feet)  ADJUSTED  
 ED3498  ___________________________________________________________________
 ED3498  X           -     636,201.591 (meters)                     COMP
 ED3498  Y           -  -5,204,461.231 (meters)                     COMP
 ED3498  Z           -   3,620,028.425 (meters)                     COMP
 ED3498  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 ED3498  ELLIP HEIGHT-         271.08  (meters)          (12/20/99) GPS OBS
 ED3498  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ED3498  DYNAMIC HT  -         301.532 (meters)     989.28  (feet)  COMP
 ED3498  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 ED3498
 ED3498  HORZ ORDER  -  FIRST
 ED3498  VERT ORDER  -  FIRST     CLASS II
 ED3498  ELLP ORDER  -  FOURTH    CLASS I
 ED3498
 ED3498.The horizontal coordinates were established by GPS observations
 ED3498.and adjusted by the National Geodetic Survey in March 2004..
 ED3498
 ED3498.The orthometric height was determined by differential leveling
 ED3498.and adjusted by the National Geodetic Survey in August 1993..
 ED3498
 ED3498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3498
 ED3498.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3498
 ED3498.The ellipsoidal height was determined by GPS observations
 ED3498.and is referenced to NAD 83.
 ED3498
 ED3498.The geoid height was determined by GEOID03.
 ED3498
 ED3498.The dynamic height is computed by dividing the NAVD 88
 ED3498.geopotential number by the normal gravity value computed on the
 ED3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3498.degrees latitude (g = 980.6199 gals.).
 ED3498
 ED3498.The modeled gravity was interpolated from observed gravity values.
 ED3498
 ED3498;                    North         East     Units Scale Factor Converg.
 ED3498;SPC SC       -   331,082.394   423,794.755   MT  0.99998910   -1 07 32.8
 ED3498;SPC SC       - 1,086,228.33  1,390,402.74   iFT  0.99998910   -1 07 32.8
 ED3498;UTM  17      - 3,852,991.902   314,241.434   MT  1.00002531   -1 09 33.5
 ED3498
 ED3498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3498!SPC SC       -   0.99995745  x   0.99998910  =   0.99994655
 ED3498!UTM  17      -   0.99995745  x   1.00002531  =   0.99998276
 ED3498
 ED3498                          SUPERSEDED SURVEY CONTROL
 ED3498
 ED3498  NAD 83(1995)-  34 48 08.06648(N)    083 01 50.34054(W) AD(       ) 1
 ED3498  NAD 83(1986)-  34 48 08.07362(N)    083 01 50.34146(W) AD(       ) 1
 ED3498  NAVD 88 (08/31/93)  301.85   (m)          990.3    (f) LEVELING    3  
 ED3498  NGVD 29 (12/12/91)  301.883  (m)          990.43   (f) ADJUSTED    1 2
 ED3498
 ED3498.Superseded values are not recommended for survey control.
 ED3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3498.See file dsdata.txt to determine how the superseded data were derived.
 ED3498
 ED3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1424152992(NAD 83)
 ED3498_MARKER: DD = SURVEY DISK
 ED3498_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ED3498_SP_SET: DECK ABOVE PIER OF OVERPASS
 ED3498_STAMPING: 37 029 1991
 ED3498_MARK LOGO: SCGS  
 ED3498_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED3498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3498+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 ED3498
 ED3498  HISTORY     - Date     Condition        Report By
 ED3498  HISTORY     - 1991     MONUMENTED       SCGS
 ED3498  HISTORY     - 19921101 GOOD             NGS
 ED3498  HISTORY     - 20050202 GOOD             NEWBY
 ED3498
 ED3498                          STATION DESCRIPTION
 ED3498
 ED3498'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3498'STATION IS LOCATED IN THE DECK ON THE WEST SIDE OF THE OVERPASS
 ED3498'JUNCTION OF STATE HIGHWAYS 11 AND 183 (3.3 MILES NORTHEAST OF
 ED3498'WALHALLA).  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED3498'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3498'STATION IS A DRILL MARK IN THE DECK ABOVE A PIER AND LEVEL WITH
 ED3498'HIGHWAY 11, 21.4 FEET (6.5 M) WEST SOUTHWEST OF THE CENTER OF HIGHWAY
 ED3498'11, 64.4 FEET (19.6 M) SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE
 ED3498'WEST CONCRETE GUARDRAIL OF THE OVERPASS, 0.9 FOOT (27.4 CM) EAST
 ED3498'NORTHEAST OF THE WEST CURB OF THE OVERPASS, 0.8 FOOT (24.4 CM)
 ED3498'SOUTHEAST OF THE SEAM BETWEEN THE MIDDLE AND THE NORTH SPAN OF THE
 ED3498'OVERPASS, 68.3 FEET (20.8 M) SOUTH SOUTHEAST OF A WITNESS POST.
 ED3498'FOUNDATION OF THE TANK, 11.0 FEET (3.4 M) SOUTH OF THE SOUTH CORNER
 ED3498'OF A SQUARE CONCRETE MANHOLE, 70.0 FEET (21.3 M) WEST OF THE CENTER
 ED3498'OF THE DRIVE, 127.9 FEET (39.0 M) WEST OF THE NORTH SIDE OF A METAL
 ED3498'GARAGE DOOR IN THE BUILDING, 12.2 FEET (3.7 M) SOUTH OF A WITNESS
 ED3498'POST.
 ED3498'C.E. GEOGHEGAN
 ED3498
 ED3498                          STATION RECOVERY (1992)
 ED3498
 ED3498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED3498'RECOVERED IN GOOD CONDITION.
 ED3498
 ED3498                          STATION RECOVERY (2005)
 ED3498
 ED3498'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED3498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3497 ***********************************************************************
 ED3497  DESIGNATION -  37 030
 ED3497  PID         -  ED3497
 ED3497  STATE/COUNTY-  SC/OCONEE
 ED3497  USGS QUAD   -  WALHALLA (1980)
 ED3497
 ED3497                         *CURRENT SURVEY CONTROL
 ED3497  ___________________________________________________________________
 ED3497* NAD 83(1986)-  34 48 46.     (N)    083 02 11.     (W)     SCALED    
 ED3497* NAVD 88     -       320.188  (meters)    1050.48   (feet)  ADJUSTED  
 ED3497  ___________________________________________________________________
 ED3497  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 ED3497  DYNAMIC HT  -         319.851 (meters)    1049.38  (feet)  COMP
 ED3497  MODELED GRAV-     979,571.6   (mgal)                       NAVD 88
 ED3497
 ED3497  VERT ORDER  -  FIRST     CLASS II
 ED3497
 ED3497.The horizontal coordinates were scaled from a topographic map and have
 ED3497.an estimated accuracy of +/- 6 seconds.
 ED3497
 ED3497.The orthometric height was determined by differential leveling
 ED3497.and adjusted by the National Geodetic Survey in August 1993..
 ED3497
 ED3497.The geoid height was determined by GEOID03.
 ED3497
 ED3497.The dynamic height is computed by dividing the NAVD 88
 ED3497.geopotential number by the normal gravity value computed on the
 ED3497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3497.degrees latitude (g = 980.6199 gals.).
 ED3497
 ED3497.The modeled gravity was interpolated from observed gravity values.
 ED3497
 ED3497;                    North         East    Units  Estimated Accuracy
 ED3497;SPC SC       -   332,260.      423,290.      MT  (+/- 180 meters Scaled)
 ED3497
 ED3497                          SUPERSEDED SURVEY CONTROL
 ED3497
 ED3497  NGVD 29 (12/12/91)  320.221  (m)         1050.59   (f) ADJUSTED    1 2
 ED3497
 ED3497.Superseded values are not recommended for survey control.
 ED3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3497.See file dsdata.txt to determine how the superseded data were derived.
 ED3497
 ED3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU137541(NAD 83)
 ED3497_MARKER: DD = SURVEY DISK
 ED3497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3497_SP_SET: CONCRETE POST
 ED3497_STAMPING: 37 030 1991
 ED3497_MARK LOGO: SCGS  
 ED3497_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3497+STABILITY: SURFACE MOTION
 ED3497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3497+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3497
 ED3497  HISTORY     - Date     Condition        Report By
 ED3497  HISTORY     - 1991     MONUMENTED       SCGS
 ED3497
 ED3497                          STATION DESCRIPTION
 ED3497
 ED3497'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3497'STATION IS LOCATED 3.65 MILES (5.87 KM) NORTH NORTHEAST OF WALHALLA,
 ED3497'4.75 MILES (7.64 KM) SOUTH SOUTHWEST OF TAMASSEE.  OWNERSHIP--SCDHPT,
 ED3497'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3497'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3497'STATE HIGHWAYS 11 AND 183 (PICKENS HIGHWAY), 3.3 MILES (5.3 KM)
 ED3497'NORTHEAST OF WALHALLA, GO NORTH NORTHWEST ON HIGHWAY 11 FOR 0.85 MILE
 ED3497'(1.37 KM) TO THE STATION ON THE LEFT NEAR TWO TELEPHONE JUNCTION
 ED3497'BOXES WITH CONCRETE PLATFORMS, 1.1 MILES (1.8 KM) SOUTH SOUTHEAST OF
 ED3497'THE JUNCTION OF STATE ROAD 181 (PICKET POST ROAD).  STATION IS A
 ED3497'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE THE HIGHWAY,
 ED3497'59.0 FEET WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 59.7 FEET
 ED3497'NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 7.7 FEET NORTH
 ED3497'NORTHEAST OF THE NORTH CORNER OF A CONCRETE PLATFORM OF A LARGE
 ED3497'TELEPHONE JUNCTION BOX, 5.0 FEET EAST OF THE EAST CORNER OF THE
 ED3497'CONCRETE PLATFORM OF A SMALLER TELEPHONE JUNCTION BOX, 11.5 FEET EAST
 ED3497'NORTHEAST OF AN ELECTRIC METER POLE, 12.1 FEET NORTH OF A WITNESS
 ED3497'POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3496 ***********************************************************************
 ED3496  DESIGNATION -  37 031
 ED3496  PID         -  ED3496
 ED3496  STATE/COUNTY-  SC/OCONEE
 ED3496  USGS QUAD   -  WALHALLA (1980)
 ED3496
 ED3496                         *CURRENT SURVEY CONTROL
 ED3496  ___________________________________________________________________
 ED3496* NAD 83(1986)-  34 49 17.     (N)    083 02 28.     (W)     SCALED    
 ED3496* NAVD 88     -       323.062  (meters)    1059.91   (feet)  ADJUSTED  
 ED3496  ___________________________________________________________________
 ED3496  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 ED3496  DYNAMIC HT  -         322.720 (meters)    1058.79  (feet)  COMP
 ED3496  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 ED3496
 ED3496  VERT ORDER  -  FIRST     CLASS II
 ED3496
 ED3496.The horizontal coordinates were scaled from a topographic map and have
 ED3496.an estimated accuracy of +/- 6 seconds.
 ED3496
 ED3496.The orthometric height was determined by differential leveling
 ED3496.and adjusted by the National Geodetic Survey in August 1993..
 ED3496
 ED3496.The geoid height was determined by GEOID03.
 ED3496
 ED3496.The dynamic height is computed by dividing the NAVD 88
 ED3496.geopotential number by the normal gravity value computed on the
 ED3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3496.degrees latitude (g = 980.6199 gals.).
 ED3496
 ED3496.The modeled gravity was interpolated from observed gravity values.
 ED3496
 ED3496;                    North         East    Units  Estimated Accuracy
 ED3496;SPC SC       -   333,230.      422,880.      MT  (+/- 180 meters Scaled)
 ED3496
 ED3496                          SUPERSEDED SURVEY CONTROL
 ED3496
 ED3496  NGVD 29 (12/12/91)  323.095  (m)         1060.02   (f) ADJUSTED    1 2
 ED3496
 ED3496.Superseded values are not recommended for survey control.
 ED3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3496.See file dsdata.txt to determine how the superseded data were derived.
 ED3496
 ED3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU133551(NAD 83)
 ED3496_MARKER: DD = SURVEY DISK
 ED3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3496_SP_SET: CONCRETE POST
 ED3496_STAMPING: 37 031 1991
 ED3496_MARK LOGO: SCGS  
 ED3496_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3496+STABILITY: SURFACE MOTION
 ED3496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3496+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3496
 ED3496  HISTORY     - Date     Condition        Report By
 ED3496  HISTORY     - 1991     MONUMENTED       SCGS
 ED3496
 ED3496                          STATION DESCRIPTION
 ED3496
 ED3496'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3496'STATION IS LOCATED 4.1 MILES (6.6 KM) NORTH NORTHEAST OF WALHALLA,
 ED3496'4.2 MILES (6.8 KM) SOUTH SOUTHWEST OF TAMASSEE.  OWNERSHIP--SCDHPT,
 ED3496'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3496'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3496'STATE HIGHWAYS 11 AND 183 (PICKENS HIGHWAY), 3.3 MILES (5.3 KM)
 ED3496'NORTHEAST OF WALHALLA, GO NORTH NORTHWEST ON HIGHWAY 11 FOR 1.5 MILES
 ED3496'(2.4 KM) TO THE STATION ON THE RIGHT, 0.45 MILE (0.72 KM) SOUTH
 ED3496'SOUTHEAST OF THE JUNCTION OF STATE ROAD 181 (PICKET POST ROAD).
 ED3496'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 ED3496'THE HIGHWAY, 51.3 FEET EAST OF THE CENTER OF THE HIGHWAY, 127.8 FEET
 ED3496'NORTH NORTHWEST OF A POWER POLE WITH TWO GUY WIRES AND A TRANSFORMER,
 ED3496'127.0 FEET NORTH OF THE NORTH END OF A 15-INCH CONCRETE PIPE CULVERT
 ED3496'BENEATH THE DRIVEWAY TO A MOBILE HOME, 190.6 FEET NORTHWEST OF A
 ED3496'42-INCH OAK TREE IN FRONT OF THE MOBILE HOME, 149.7 FEET WEST
 ED3496'NORTHWEST OF A SECURITY LIGHT POLE, 127.6 FEET NORTH NORTHWEST OF A
 ED3496'WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3495 ***********************************************************************
 ED3495  DESIGNATION -  37 032
 ED3495  PID         -  ED3495
 ED3495  STATE/COUNTY-  SC/OCONEE
 ED3495  USGS QUAD   -  WALHALLA (1980)
 ED3495
 ED3495                         *CURRENT SURVEY CONTROL
 ED3495  ___________________________________________________________________
 ED3495* NAD 83(1986)-  34 50 02.     (N)    083 02 31.     (W)     SCALED    
 ED3495* NAVD 88     -       331.702  (meters)    1088.26   (feet)  ADJUSTED  
 ED3495  ___________________________________________________________________
 ED3495  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 ED3495  DYNAMIC HT  -         331.351 (meters)    1087.11  (feet)  COMP
 ED3495  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 ED3495
 ED3495  VERT ORDER  -  FIRST     CLASS II
 ED3495
 ED3495.The horizontal coordinates were scaled from a topographic map and have
 ED3495.an estimated accuracy of +/- 6 seconds.
 ED3495
 ED3495.The orthometric height was determined by differential leveling
 ED3495.and adjusted by the National Geodetic Survey in August 1993..
 ED3495
 ED3495.The geoid height was determined by GEOID03.
 ED3495
 ED3495.The dynamic height is computed by dividing the NAVD 88
 ED3495.geopotential number by the normal gravity value computed on the
 ED3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3495.degrees latitude (g = 980.6199 gals.).
 ED3495
 ED3495.The modeled gravity was interpolated from observed gravity values.
 ED3495
 ED3495;                    North         East    Units  Estimated Accuracy
 ED3495;SPC SC       -   334,610.      422,830.      MT  (+/- 180 meters Scaled)
 ED3495
 ED3495                          SUPERSEDED SURVEY CONTROL
 ED3495
 ED3495  NGVD 29 (12/12/91)  331.736  (m)         1088.37   (f) ADJUSTED    1 2
 ED3495
 ED3495.Superseded values are not recommended for survey control.
 ED3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3495.See file dsdata.txt to determine how the superseded data were derived.
 ED3495
 ED3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU132565(NAD 83)
 ED3495_MARKER: DD = SURVEY DISK
 ED3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3495_SP_SET: CONCRETE POST
 ED3495_STAMPING: 37 032 1991
 ED3495_MARK LOGO: SCGS  
 ED3495_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3495+STABILITY: SURFACE MOTION
 ED3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3495+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3495
 ED3495  HISTORY     - Date     Condition        Report By
 ED3495  HISTORY     - 1991     MONUMENTED       SCGS
 ED3495
 ED3495                          STATION DESCRIPTION
 ED3495
 ED3495'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3495'STATION IS LOCATED 3.45 MILES (5.55 KM) SOUTH SOUTHWEST OF TAMASSEE,
 ED3495'4.9 MILES (7.9 KM) NORTH NORTHEAST OF WALHALLA.  OWNERSHIP--SCDHPT,
 ED3495'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3495'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3495'STATE HIGHWAYS 11 AND 183 (PICKENS HIGHWAY), 3.3 MILES (5.3 KM)
 ED3495'NORTHEAST OF WALHALLA, GO NORTH NORTHWEST ON HIGHWAY 11 FOR 2.05
 ED3495'MILES (3.30 KM) TO THE JUNCTION OF STATE ROAD 95 (OCONEE STATION
 ED3495'ROAD), CONTINUE ON HIGHWAY 11 FOR 0.5 MILE (0.8 KM) TO THE STATION ON
 ED3495'THE LEFT IN FRONT OF AN APPLE ORCHARD.  STATION IS A CONCRETE POST
 ED3495'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 33.4 FEET NORTH
 ED3495'NORTHWEST OF THE CENTER OF THE HIGHWAY, 12.8 FEET SOUTH SOUTHEAST OF
 ED3495'THE CENTER OF RED APPLE LANE, 30.2 FEET SOUTH OF A SPLIT RAIL FENCE
 ED3495'LINE, 65.2 FEET SOUTHWEST OF A LONE PINE TREE, 125.9 FEET EAST
 ED3495'NORTHEAST OF THE NORTH GATE POST OF A CABLE ACROSS THE ORCHARD
 ED3495'ENTRANCE, 32.6 FEET SOUTHEAST OF A WITNESS POST.  DESCRIBED BY C.E.
 ED3495'GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3494 ***********************************************************************
 ED3494  DESIGNATION -  37 033
 ED3494  PID         -  ED3494
 ED3494  STATE/COUNTY-  SC/OCONEE
 ED3494  USGS QUAD   -  WALHALLA (1980)
 ED3494
 ED3494                         *CURRENT SURVEY CONTROL
 ED3494  ___________________________________________________________________
 ED3494* NAD 83(1986)-  34 50 47.     (N)    083 02 00.     (W)     SCALED    
 ED3494* NAVD 88     -       327.058  (meters)    1073.02   (feet)  ADJUSTED  
 ED3494  ___________________________________________________________________
 ED3494  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ED3494  DYNAMIC HT  -         326.714 (meters)    1071.89  (feet)  COMP
 ED3494  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 ED3494
 ED3494  VERT ORDER  -  FIRST     CLASS II
 ED3494
 ED3494.The horizontal coordinates were scaled from a topographic map and have
 ED3494.an estimated accuracy of +/- 6 seconds.
 ED3494
 ED3494.The orthometric height was determined by differential leveling
 ED3494.and adjusted by the National Geodetic Survey in August 1993..
 ED3494
 ED3494.The geoid height was determined by GEOID03.
 ED3494
 ED3494.The dynamic height is computed by dividing the NAVD 88
 ED3494.geopotential number by the normal gravity value computed on the
 ED3494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3494.degrees latitude (g = 980.6199 gals.).
 ED3494
 ED3494.The modeled gravity was interpolated from observed gravity values.
 ED3494
 ED3494;                    North         East    Units  Estimated Accuracy
 ED3494;SPC SC       -   335,980.      423,650.      MT  (+/- 180 meters Scaled)
 ED3494
 ED3494                          SUPERSEDED SURVEY CONTROL
 ED3494
 ED3494  NGVD 29 (12/12/91)  327.094  (m)         1073.14   (f) ADJUSTED    1 2
 ED3494
 ED3494.Superseded values are not recommended for survey control.
 ED3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3494.See file dsdata.txt to determine how the superseded data were derived.
 ED3494
 ED3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU140578(NAD 83)
 ED3494_MARKER: DD = SURVEY DISK
 ED3494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3494_SP_SET: CONCRETE POST
 ED3494_STAMPING: 37 033 1991
 ED3494_MARK LOGO: SCGS  
 ED3494_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3494+STABILITY: SURFACE MOTION
 ED3494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3494+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3494
 ED3494  HISTORY     - Date     Condition        Report By
 ED3494  HISTORY     - 1991     MONUMENTED       SCGS
 ED3494
 ED3494                          STATION DESCRIPTION
 ED3494
 ED3494'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3494'STATION IS LOCATED 2.45 MILES (3.94 KM) SOUTH SOUTHWEST OF TAMASSEE.
 ED3494'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3494'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3494'THE JUNCTION OVERPASS OF STATE HIGHWAYS 11 AND 183 (PICKENS HIGHWAY),
 ED3494'3.3 MILES (5.3 KM) NORTHEAST OF WALHALLA, GO NORTH NORTHWEST ON
 ED3494'HIGHWAY 11 FOR 2.05 MILES (3.30 KM) TO THE JUNCTION OF STATE ROAD 95
 ED3494'(OCONEE STATION ROAD), CONTINUE ON HIGHWAY 11 FOR 1.5 MILES (2.4 KM)
 ED3494'TO THE STATION ON THE RIGHT ON TOP OF A CUT BANK, 0.85 MILE (1.37 KM)
 ED3494'SOUTH OF THE JUNCTION OF STATE ROAD 94 (FLAT SHOALS ROAD).  STATION
 ED3494'IS A CONCRETE POST PROJECTING 1-INCH AND 7.0 FEET ABOVE THE HIGHWAY,
 ED3494'60.9 FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 52.3 FEET
 ED3494'SOUTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 ED3494'165.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 234.0
 ED3494'FEET NORTH NORTHEAST OF THE CENTER OF HENSLEY DRIVE, 8.3 FEET SOUTH
 ED3494'OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3493 ***********************************************************************
 ED3493  DESIGNATION -  37 034
 ED3493  PID         -  ED3493
 ED3493  STATE/COUNTY-  SC/OCONEE
 ED3493  USGS QUAD   -  TAMASSEE (1985)
 ED3493
 ED3493                         *CURRENT SURVEY CONTROL
 ED3493  ___________________________________________________________________
 ED3493* NAD 83(1986)-  34 52 33.     (N)    083 01 22.     (W)     SCALED    
 ED3493* NAVD 88     -       312.031  (meters)    1023.72   (feet)  ADJUSTED  
 ED3493  ___________________________________________________________________
 ED3493  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 ED3493  DYNAMIC HT  -         311.702 (meters)    1022.64  (feet)  COMP
 ED3493  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 ED3493
 ED3493  VERT ORDER  -  FIRST     CLASS II
 ED3493
 ED3493.The horizontal coordinates were scaled from a topographic map and have
 ED3493.an estimated accuracy of +/- 6 seconds.
 ED3493
 ED3493.The orthometric height was determined by differential leveling
 ED3493.and adjusted by the National Geodetic Survey in August 1993..
 ED3493
 ED3493.The geoid height was determined by GEOID03.
 ED3493
 ED3493.The dynamic height is computed by dividing the NAVD 88
 ED3493.geopotential number by the normal gravity value computed on the
 ED3493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3493.degrees latitude (g = 980.6199 gals.).
 ED3493
 ED3493.The modeled gravity was interpolated from observed gravity values.
 ED3493
 ED3493;                    North         East    Units  Estimated Accuracy
 ED3493;SPC SC       -   339,230.      424,680.      MT  (+/- 180 meters Scaled)
 ED3493
 ED3493                          SUPERSEDED SURVEY CONTROL
 ED3493
 ED3493  NGVD 29 (12/12/91)  312.068  (m)         1023.84   (f) ADJUSTED    1 2
 ED3493
 ED3493.Superseded values are not recommended for survey control.
 ED3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3493.See file dsdata.txt to determine how the superseded data were derived.
 ED3493
 ED3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU151611(NAD 83)
 ED3493_MARKER: DD = SURVEY DISK
 ED3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3493_SP_SET: CONCRETE POST
 ED3493_STAMPING: 37 034 1991
 ED3493_MARK LOGO: SCGS  
 ED3493_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3493+STABILITY: SURFACE MOTION
 ED3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3493+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 ED3493
 ED3493  HISTORY     - Date     Condition        Report By
 ED3493  HISTORY     - 1991     MONUMENTED       SCGS
 ED3493  HISTORY     - 20030503 GOOD             USPSQD
 ED3493
 ED3493                          STATION DESCRIPTION
 ED3493
 ED3493'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3493'STATION IS LOCATED 0.35 MILE (0.56 KM) NORTH NORTHEAST OF TAMASSEE.
 ED3493'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3493'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3493'THE JUNCTION OF STATE HIGHWAYS 11 AND 130 (WHITEWATER FALLS ROAD),
 ED3493'1.1 MILES (1.8 KM) NORTH NORTHWEST OF SALEM, GO WEST SOUTHWEST ON
 ED3493'HIGHWAY 11 FOR 2.6 MILES (4.2 KM) TO THE JUNCTION OF STATE ROAD 172
 ED3493'(DYNAMITE ROAD), CONTINUE ON HIGHWAY 11 FOR 0.4 MILE (0.6 KM) TO THE
 ED3493'STATION ON THE RIGHT.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3493'GROUND AND 4.0 FEET ABOVE THE HIGHWAY, 64.2 FEET WEST NORTHWEST OF
 ED3493'THE CENTER OF THE HIGHWAY, 129.1 FEET SOUTHEAST OF THE EAST CORNER OF
 ED3493'A BRICK FOUNDATION UNDER A DOUBLE-WIDE MOBILE HOME, 39.5 FEET
 ED3493'NORTHEAST OF THE CENTER OF THE DRIVEWAY TO THE MOBILE HOME, 109.8
 ED3493'FEET NORTH NORTHEAST OF A POWER POLE WITH TWO TELEPHONE JUNCTION
 ED3493'BOXES AT THE BASE, 108.8 FEET NORTH NORTHEAST OF A WITNESS POST.
 ED3493'DESCRIBED BY C.E. GEOGHEGAN
 ED3493
 ED3493                          STATION RECOVERY (2003)
 ED3493
 ED3493'RECOVERY NOTE BY US POWER SQUADRON 2003
 ED3493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3492 ***********************************************************************
 ED3492  DESIGNATION -  37 035
 ED3492  PID         -  ED3492
 ED3492  STATE/COUNTY-  SC/OCONEE
 ED3492  USGS QUAD   -  TAMASSEE (1985)
 ED3492
 ED3492                         *CURRENT SURVEY CONTROL
 ED3492  ___________________________________________________________________
 ED3492* NAD 83(1986)-  34 53 18.     (N)    083 00 47.     (W)     SCALED    
 ED3492* NAVD 88     -       355.790  (meters)    1167.29   (feet)  ADJUSTED  
 ED3492  ___________________________________________________________________
 ED3492  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 ED3492  DYNAMIC HT  -         355.415 (meters)    1166.06  (feet)  COMP
 ED3492  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 ED3492
 ED3492  VERT ORDER  -  FIRST     CLASS II
 ED3492
 ED3492.The horizontal coordinates were scaled from a topographic map and have
 ED3492.an estimated accuracy of +/- 6 seconds.
 ED3492
 ED3492.The orthometric height was determined by differential leveling
 ED3492.and adjusted by the National Geodetic Survey in August 1993..
 ED3492
 ED3492.The geoid height was determined by GEOID03.
 ED3492
 ED3492.The dynamic height is computed by dividing the NAVD 88
 ED3492.geopotential number by the normal gravity value computed on the
 ED3492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3492.degrees latitude (g = 980.6199 gals.).
 ED3492
 ED3492.The modeled gravity was interpolated from observed gravity values.
 ED3492
 ED3492;                    North         East    Units  Estimated Accuracy
 ED3492;SPC SC       -   340,600.      425,590.      MT  (+/- 180 meters Scaled)
 ED3492
 ED3492                          SUPERSEDED SURVEY CONTROL
 ED3492
 ED3492  NGVD 29 (12/12/91)  355.829  (m)         1167.42   (f) ADJUSTED    1 2
 ED3492
 ED3492.Superseded values are not recommended for survey control.
 ED3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3492.See file dsdata.txt to determine how the superseded data were derived.
 ED3492
 ED3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU160625(NAD 83)
 ED3492_MARKER: DD = SURVEY DISK
 ED3492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3492_SP_SET: CONCRETE POST
 ED3492_STAMPING: 37 035 1991
 ED3492_MARK LOGO: SCGS  
 ED3492_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3492+STABILITY: SURFACE MOTION
 ED3492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3492+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3492
 ED3492  HISTORY     - Date     Condition        Report By
 ED3492  HISTORY     - 1991     MONUMENTED       SCGS
 ED3492
 ED3492                          STATION DESCRIPTION
 ED3492
 ED3492'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3492'STATION IS LOCATED 0.65 MILE (1.05 KM) NORTHEAST OF TAMASSEE.
 ED3492'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3492'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3492'THE JUNCTION OF STATE HIGHWAYS 11 AND 130 (WHITEWATER FALLS ROAD),
 ED3492'1.1 MILES (1.8 KM) NORTH NORTHWEST OF SALEM, GO WEST SOUTHWEST ON
 ED3492'HIGHWAY 11 FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 129
 ED3492'(FLAT SHOALS ROAD), CONTINUE ON HIGHWAY 11 FOR 0.1 MILE (0.2 KM) TO
 ED3492'THE STATION ON THE LEFT.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3492'GROUND AND 0.5 FOOT BELOW THE HIGHWAY, 25.3 FEET SOUTHEAST OF THE
 ED3492'CENTER OF THE HIGHWAY, 54.0 FEET NORTH OF A POWER POLE NUMBER 46 WITH
 ED3492'GUY WIRE AND A TELEPHONE JUNCTION BOX AT ITS BASE, 229.5 FEET
 ED3492'SOUTHWEST OF A POWER POLE NUMBER 45 WITH 3 GUY WIRES AND A
 ED3492'TRANSFORMER, 99.8 FEET SOUTHEAST OF A POWER POLE WITH GUY WIRE AND
 ED3492'TRANSFORMER ACROSS THE HIGHWAY, 26.7 FEET NORTHWEST OF A WITNESS
 ED3492'POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3491 ***********************************************************************
 ED3491  DESIGNATION -  37 036
 ED3491  PID         -  ED3491
 ED3491  STATE/COUNTY-  SC/OCONEE
 ED3491  USGS QUAD   -  SALEM (1980)
 ED3491
 ED3491                         *CURRENT SURVEY CONTROL
 ED3491  ___________________________________________________________________
 ED3491* NAD 83(1986)-  34 53 52.     (N)    082 59 46.     (W)     SCALED    
 ED3491* NAVD 88     -       297.608  (meters)     976.40   (feet)  ADJUSTED  
 ED3491  ___________________________________________________________________
 ED3491  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 ED3491  DYNAMIC HT  -         297.293 (meters)     975.37  (feet)  COMP
 ED3491  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 ED3491
 ED3491  VERT ORDER  -  FIRST     CLASS II
 ED3491
 ED3491.The horizontal coordinates were scaled from a topographic map and have
 ED3491.an estimated accuracy of +/- 6 seconds.
 ED3491
 ED3491.The orthometric height was determined by differential leveling
 ED3491.and adjusted by the National Geodetic Survey in August 1993..
 ED3491
 ED3491.The geoid height was determined by GEOID03.
 ED3491
 ED3491.The dynamic height is computed by dividing the NAVD 88
 ED3491.geopotential number by the normal gravity value computed on the
 ED3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3491.degrees latitude (g = 980.6199 gals.).
 ED3491
 ED3491.The modeled gravity was interpolated from observed gravity values.
 ED3491
 ED3491;                    North         East    Units  Estimated Accuracy
 ED3491;SPC SC       -   341,620.      427,160.      MT  (+/- 180 meters Scaled)
 ED3491
 ED3491                          SUPERSEDED SURVEY CONTROL
 ED3491
 ED3491  NGVD 29 (12/12/91)  297.645  (m)          976.52   (f) ADJUSTED    1 2
 ED3491
 ED3491.Superseded values are not recommended for survey control.
 ED3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3491.See file dsdata.txt to determine how the superseded data were derived.
 ED3491
 ED3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU176635(NAD 83)
 ED3491_MARKER: DD = SURVEY DISK
 ED3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3491_SP_SET: CONCRETE POST
 ED3491_STAMPING: 37 036 1991
 ED3491_MARK LOGO: SCGS  
 ED3491_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3491+STABILITY: SURFACE MOTION
 ED3491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3491+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 ED3491
 ED3491  HISTORY     - Date     Condition        Report By
 ED3491  HISTORY     - 1991     MONUMENTED       SCGS
 ED3491  HISTORY     - 20030412 GOOD             USPSQD
 ED3491
 ED3491                          STATION DESCRIPTION
 ED3491
 ED3491'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3491'STATION IS LOCATED 1.25 MILES (2.01 KM) WEST NORTHWEST OF SALEM.
 ED3491'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3491'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3491'THE JUNCTION OF STATE HIGHWAYS 11 AND 130 (WHITEWATER FALLS ROAD),
 ED3491'1.1 MILES (1.8 KM) NORTH NORTHWEST OF SALEM, GO WEST SOUTHWEST ON
 ED3491'HIGHWAY 11 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT NEAR A
 ED3491'FENCE LINE, 0.05 MILE (0.08 KM) NORTHEAST OF THE JUNCTION OF STATE
 ED3491'ROAD 57 (RIVER ROAD).  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3491'GROUND AND LEVEL WITH THE HIGHWAY, 24.1 FEET SOUTHEAST OF THE CENTER
 ED3491'OF THE HIGHWAY, 56.8 FEET NORTHWEST OF THE FENCE LINE, 78.2 FEET WEST
 ED3491'OF THE SOUTHWEST GATE POST OF A METAL GATE, 55.3 FEET SOUTHWEST OF
 ED3491'THE CENTER OF A PAVED APRON OF A FIELD ACCESS ROAD, 55.3 FEET
 ED3491'NORTHWEST OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
 ED3491
 ED3491                          STATION RECOVERY (2003)
 ED3491
 ED3491'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRP)
 ED3491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3490 ***********************************************************************
 ED3490  DESIGNATION -  37 037
 ED3490  PID         -  ED3490
 ED3490  STATE/COUNTY-  SC/OCONEE
 ED3490  USGS QUAD   -  SALEM (1980)
 ED3490
 ED3490                         *CURRENT SURVEY CONTROL
 ED3490  ___________________________________________________________________
 ED3490* NAD 83(2001)-  34 54 18.06213(N)    082 59 11.43046(W)     ADJUSTED  
 ED3490* NAVD 88     -       307.602  (meters)    1009.19   (feet)  ADJUSTED  
 ED3490  ___________________________________________________________________
 ED3490  X           -     639,415.946 (meters)                     COMP
 ED3490  Y           -  -5,197,506.822 (meters)                     COMP
 ED3490  Z           -   3,629,388.647 (meters)                     COMP
 ED3490  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 ED3490  ELLIP HEIGHT-         276.89  (meters)          (03/13/03) GPS OBS
 ED3490  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 ED3490  DYNAMIC HT  -         307.276 (meters)    1008.12  (feet)  COMP
 ED3490  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 ED3490
 ED3490  HORZ ORDER  -  FIRST
 ED3490  VERT ORDER  -  FIRST     CLASS II
 ED3490  ELLP ORDER  -  FOURTH    CLASS II
 ED3490
 ED3490.The horizontal coordinates were established by GPS observations
 ED3490.and adjusted by the National Geodetic Survey in March 2003..
 ED3490
 ED3490.The orthometric height was determined by differential leveling
 ED3490.and adjusted by the National Geodetic Survey in August 1993..
 ED3490
 ED3490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3490
 ED3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3490
 ED3490.The ellipsoidal height was determined by GPS observations
 ED3490.and is referenced to NAD 83.
 ED3490
 ED3490.The geoid height was determined by GEOID03.
 ED3490
 ED3490.The dynamic height is computed by dividing the NAVD 88
 ED3490.geopotential number by the normal gravity value computed on the
 ED3490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3490.degrees latitude (g = 980.6199 gals.).
 ED3490
 ED3490.The modeled gravity was interpolated from observed gravity values.
 ED3490
 ED3490;                    North         East     Units Scale Factor Converg.
 ED3490;SPC SC       -   342,403.693   428,052.386   MT  1.00002627   -1 06 04.7
 ED3490;SPC SC       - 1,123,371.70  1,404,371.35   iFT  1.00002627   -1 06 04.7
 ED3490;UTM  17      - 3,864,310.718   318,505.941   MT  1.00000599   -1 08 13.3
 ED3490
 ED3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3490!SPC SC       -   0.99995654  x   1.00002627  =   0.99998281
 ED3490!UTM  17      -   0.99995654  x   1.00000599  =   0.99996253
 ED3490
 ED3490                          SUPERSEDED SURVEY CONTROL
 ED3490
 ED3490  NAD 83(1995)-  34 54 18.06183(N)    082 59 11.43045(W) AD(       ) 1
 ED3490  ELLIP H (12/20/99)  276.89   (m)                       GP(       ) 4 1
 ED3490  NAD 83(1986)-  34 54 18.06948(N)    082 59 11.42944(W) AD(       ) 1
 ED3490  NAVD 88 (08/31/93)  307.60   (m)         1009.2    (f) LEVELING    3  
 ED3490  NGVD 29 (12/12/91)  307.641  (m)         1009.32   (f) ADJUSTED    1 2
 ED3490
 ED3490.Superseded values are not recommended for survey control.
 ED3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3490.See file dsdata.txt to determine how the superseded data were derived.
 ED3490
 ED3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1850664311(NAD 83)
 ED3490_MARKER: DD = SURVEY DISK
 ED3490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3490_SP_SET: CONCRETE POST
 ED3490_STAMPING: 37 037 1991
 ED3490_MARK LOGO: SCGS  
 ED3490_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3490+STABILITY: SURFACE MOTION
 ED3490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3490+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 ED3490
 ED3490  HISTORY     - Date     Condition        Report By
 ED3490  HISTORY     - 1991     MONUMENTED       SCGS
 ED3490  HISTORY     - 19921101 GOOD             NGS
 ED3490  HISTORY     - 19950801 GOOD             SCGS
 ED3490  HISTORY     - 20030412 GOOD             USPSQD
 ED3490
 ED3490                          STATION DESCRIPTION
 ED3490
 ED3490'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3490'STATION IS LOCATED 1.15 MILES (1.85 KM) NORTH NORTHWEST OF SALEM.
 ED3490'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3490'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3490'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 130
 ED3490'(WHITEWATER FALLS ROAD), 1.1 MILES (1.8 KM) NORTH NORTHWEST OF SALEM,
 ED3490'GO EAST NORTHEAST ON HIGHWAY 11 FOR 0.05 MILE (0.08 KM) TO THE
 ED3490'STATION ON THE LEFT BEHIND A GUARDRAIL.
 ED3490'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3490'HIGHWAY, 23.2 FEET (7.1 M) NORTH NORTHWEST OF THE CENTER OF THE
 ED3490'HIGHWAY, 3.3 FEET (1.0 M) EAST NORTHEAST OF A GUARDRAIL POST WITH A
 ED3490'SCGS REFERENCE WASHER ATTACHED, 3.2 FEET (1.0 M) WEST OF A GUARDRAIL
 ED3490'POST WITH A SCGS REFERENCE WASHER ATTACHED, 264.0 FEET (80.5 M) EAST
 ED3490'NORTHEAST OF THE CENTER OF THE HIGHWAY JUNCTION, 1.7 FEET (0.5 M)
 ED3490'WEST OF A WITNESS POST.
 ED3490'DESCRIBED BY C.E. GEOGHEGAN
 ED3490
 ED3490                          STATION RECOVERY (1992)
 ED3490
 ED3490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED3490'RECOVERED IN GOOD CONDITION.
 ED3490
 ED3490                          STATION RECOVERY (1995)
 ED3490
 ED3490'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED3490'RECOVERED AS DESCRIBED.
 ED3490
 ED3490                          STATION RECOVERY (2003)
 ED3490
 ED3490'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRP)
 ED3490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3489 ***********************************************************************
 ED3489  DESIGNATION -  37 038
 ED3489  PID         -  ED3489
 ED3489  STATE/COUNTY-  SC/OCONEE
 ED3489  USGS QUAD   -  SALEM (1980)
 ED3489
 ED3489                         *CURRENT SURVEY CONTROL
 ED3489  ___________________________________________________________________
 ED3489* NAD 83(1986)-  34 54 40.     (N)    082 56 47.     (W)     SCALED    
 ED3489* NAVD 88     -       317.431  (meters)    1041.44   (feet)  ADJUSTED  
 ED3489  ___________________________________________________________________
 ED3489  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ED3489  DYNAMIC HT  -         317.098 (meters)    1040.35  (feet)  COMP
 ED3489  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 ED3489
 ED3489  VERT ORDER  -  FIRST     CLASS II
 ED3489
 ED3489.The horizontal coordinates were scaled from a topographic map and have
 ED3489.an estimated accuracy of +/- 6 seconds.
 ED3489
 ED3489.The orthometric height was determined by differential leveling
 ED3489.and adjusted by the National Geodetic Survey in August 1993..
 ED3489
 ED3489.The geoid height was determined by GEOID03.
 ED3489
 ED3489.The dynamic height is computed by dividing the NAVD 88
 ED3489.geopotential number by the normal gravity value computed on the
 ED3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3489.degrees latitude (g = 980.6199 gals.).
 ED3489
 ED3489.The modeled gravity was interpolated from observed gravity values.
 ED3489
 ED3489;                    North         East    Units  Estimated Accuracy
 ED3489;SPC SC       -   343,010.      431,730.      MT  (+/- 180 meters Scaled)
 ED3489
 ED3489                          SUPERSEDED SURVEY CONTROL
 ED3489
 ED3489  NGVD 29 (12/12/91)  317.476  (m)         1041.59   (f) ADJUSTED    1 2
 ED3489
 ED3489.Superseded values are not recommended for survey control.
 ED3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3489.See file dsdata.txt to determine how the superseded data were derived.
 ED3489
 ED3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU221649(NAD 83)
 ED3489_MARKER: DD = SURVEY DISK
 ED3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3489_SP_SET: CONCRETE POST
 ED3489_STAMPING: 37 038 1991
 ED3489_MARK LOGO: SCGS  
 ED3489_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3489+STABILITY: SURFACE MOTION
 ED3489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3489+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 ED3489
 ED3489  HISTORY     - Date     Condition        Report By
 ED3489  HISTORY     - 1991     MONUMENTED       SCGS
 ED3489  HISTORY     - 20030412 GOOD             USPSQD
 ED3489
 ED3489                          STATION DESCRIPTION
 ED3489
 ED3489'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3489'STATION IS LOCATED 2.25 MILES (3.62 KM) NORTHEAST OF SALEM.
 ED3489'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3489'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3489'THE JUNCTION OF STATE HIGHWAYS 11 AND 130 (WHITEWATER FALLS ROAD),
 ED3489'1.1 MILES (1.8 KM) NORTH NORTHWEST OF SALEM, GO EAST NORTHEAST ON
 ED3489'HIGHWAY 11 FOR 1.65 MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 25,
 ED3489'CONTINUE ON HIGHWAY 11 FOR 0.75 MILE (1.21 KM) TO A GRAVEL ROAD RIGHT
 ED3489'(SAWMILL ROAD) AND THE STATION IN THE SOUTHEAST ANGLE.  STATION IS A
 ED3489'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE THE HIGHWAY,
 ED3489'37.6 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 81.4 FEET EAST
 ED3489'NORTHEAST OF THE CENTER OF THE ROAD, 48.4 FEET NORTHEAST OF A POWER
 ED3489'POLE WITH 4 GUY WIRES, 25.3 FEET NORTH OF A WITNESS POST.  DESCRIBED
 ED3489'BY C.E. GEOGHEGAN
 ED3489
 ED3489                          STATION RECOVERY (2003)
 ED3489
 ED3489'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRP)
 ED3489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3488 ***********************************************************************
 ED3488  DESIGNATION -  37 039
 ED3488  PID         -  ED3488
 ED3488  STATE/COUNTY-  SC/OCONEE
 ED3488  USGS QUAD   -  SALEM (1980)
 ED3488
 ED3488                         *CURRENT SURVEY CONTROL
 ED3488  ___________________________________________________________________
 ED3488* NAD 83(2001)-  34 54 48.37526(N)    082 56 11.14601(W)     ADJUSTED  
 ED3488* NAVD 88     -       307.903  (meters)    1010.18   (feet)  ADJUSTED  
 ED3488  ___________________________________________________________________
 ED3488  X           -     643,892.828 (meters)                     COMP
 ED3488  Y           -  -5,196,415.568 (meters)                     COMP
 ED3488  Z           -   3,630,154.846 (meters)                     COMP
 ED3488  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 ED3488  ELLIP HEIGHT-         277.09  (meters)          (12/20/99) GPS OBS
 ED3488  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED3488  DYNAMIC HT  -         307.581 (meters)    1009.12  (feet)  COMP
 ED3488  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 ED3488
 ED3488  HORZ ORDER  -  FIRST
 ED3488  VERT ORDER  -  FIRST     CLASS II
 ED3488  ELLP ORDER  -  FOURTH    CLASS I
 ED3488
 ED3488.The horizontal coordinates were established by GPS observations
 ED3488.and adjusted by the National Geodetic Survey in March 2004..
 ED3488
 ED3488.The orthometric height was determined by differential leveling
 ED3488.and adjusted by the National Geodetic Survey in August 1993..
 ED3488
 ED3488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3488
 ED3488.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3488
 ED3488.The ellipsoidal height was determined by GPS observations
 ED3488.and is referenced to NAD 83.
 ED3488
 ED3488.The geoid height was determined by GEOID03.
 ED3488
 ED3488.The dynamic height is computed by dividing the NAVD 88
 ED3488.geopotential number by the normal gravity value computed on the
 ED3488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3488.degrees latitude (g = 980.6199 gals.).
 ED3488
 ED3488.The modeled gravity was interpolated from observed gravity values.
 ED3488
 ED3488;                    North         East     Units Scale Factor Converg.
 ED3488;SPC SC       -   343,250.831   432,646.082   MT  1.00002946   -1 04 24.8
 ED3488;SPC SC       - 1,126,151.02  1,419,442.53   iFT  1.00002946   -1 04 24.8
 ED3488;UTM  17      - 3,865,154.994   323,100.012   MT  0.99998570   -1 06 30.9
 ED3488
 ED3488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3488!SPC SC       -   0.99995651  x   1.00002946  =   0.99998597
 ED3488!UTM  17      -   0.99995651  x   0.99998570  =   0.99994221
 ED3488
 ED3488                          SUPERSEDED SURVEY CONTROL
 ED3488
 ED3488  NAD 83(1995)-  34 54 48.37520(N)    082 56 11.14600(W) AD(       ) 1
 ED3488  NAD 83(1986)-  34 54 48.38270(N)    082 56 11.14520(W) AD(       ) 1
 ED3488  NAVD 88 (08/31/93)  307.90   (m)         1010.2    (f) LEVELING    3  
 ED3488  NGVD 29 (12/12/91)  307.950  (m)         1010.33   (f) ADJUSTED    1 2
 ED3488
 ED3488.Superseded values are not recommended for survey control.
 ED3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3488.See file dsdata.txt to determine how the superseded data were derived.
 ED3488
 ED3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2310065155(NAD 83)
 ED3488_MARKER: DD = SURVEY DISK
 ED3488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3488_SP_SET: CONCRETE POST
 ED3488_STAMPING: 37 039 1991
 ED3488_MARK LOGO: SCGS  
 ED3488_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3488+STABILITY: SURFACE MOTION
 ED3488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3488+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 ED3488
 ED3488  HISTORY     - Date     Condition        Report By
 ED3488  HISTORY     - 1991     MONUMENTED       SCGS
 ED3488  HISTORY     - 19921101 GOOD             NGS
 ED3488  HISTORY     - 20050701 GOOD             NEWBY
 ED3488
 ED3488                          STATION DESCRIPTION
 ED3488
 ED3488'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3488'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHEAST OF SALEM.
 ED3488'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3488'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3488'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 130
 ED3488'(WHITEWATER FALLS ROAD), 1.1 MILES (1.8 KM) NORTH NORTHWEST OF SALEM,
 ED3488'GO EAST NORTHEAST ON HIGHWAY 11 FOR 3.05 MILES (4.91 KM) TO THE
 ED3488'JUNCTION OF STATE ROAD 127 (BOONES CREEK ROAD) AND THE STATION IN THE
 ED3488'NORTHEAST ANGLE OF THE JUNCTION.
 ED3488'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3488'HIGHWAY, 43.8 FEET (13.4 M) NORTH OF THE CENTER OF THE HIGHWAY, 57.5
 ED3488'FEET (17.5 M) NORTHEAST OF THE EXTENDED CENTER OF THE ROAD, 134.8
 ED3488'FEET (41.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A LOG BUILDING,
 ED3488'87.9 FEET (26.8 M) SOUTH OF THE SOUTH CORNER OF A SHINGLE-SIDED
 ED3488'HOUSE, 91.5 FEET (27.9 M) EAST SOUTHEAST OF A POWER POLE WITH A
 ED3488'TRANSFORMER, GUY WIRE AND A TELEPHONE JUNCTION BOX ATTACHED, 102.2
 ED3488'FEET (31.2 M) SOUTH SOUTHEAST OF A MULTI-TRUNKED CEDAR TREE, 91.1
 ED3488'FEET (27.8 M) EAST SOUTHEAST OF A WITNESS POST.
 ED3488'DESCRIBED BY C.E. GEOGHEGAN
 ED3488
 ED3488                          STATION RECOVERY (1992)
 ED3488
 ED3488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED3488'RECOVERED IN GOOD CONDITION.
 ED3488
 ED3488                          STATION RECOVERY (2005)
 ED3488
 ED3488'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED3488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3487 ***********************************************************************
 ED3487  DESIGNATION -  37 040
 ED3487  PID         -  ED3487
 ED3487  STATE/COUNTY-  SC/OCONEE
 ED3487  USGS QUAD   -  SALEM (1980)
 ED3487
 ED3487                         *CURRENT SURVEY CONTROL
 ED3487  ___________________________________________________________________
 ED3487* NAD 83(1986)-  34 54 48.     (N)    082 55 16.     (W)     SCALED    
 ED3487* NAVD 88     -       319.594  (meters)    1048.53   (feet)  ADJUSTED  
 ED3487  ___________________________________________________________________
 ED3487  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED3487  DYNAMIC HT  -         319.262 (meters)    1047.45  (feet)  COMP
 ED3487  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 ED3487
 ED3487  VERT ORDER  -  FIRST     CLASS II
 ED3487
 ED3487.The horizontal coordinates were scaled from a topographic map and have
 ED3487.an estimated accuracy of +/- 6 seconds.
 ED3487
 ED3487.The orthometric height was determined by differential leveling
 ED3487.and adjusted by the National Geodetic Survey in August 1993..
 ED3487
 ED3487.The geoid height was determined by GEOID03.
 ED3487
 ED3487.The dynamic height is computed by dividing the NAVD 88
 ED3487.geopotential number by the normal gravity value computed on the
 ED3487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3487.degrees latitude (g = 980.6199 gals.).
 ED3487
 ED3487.The modeled gravity was interpolated from observed gravity values.
 ED3487
 ED3487;                    North         East    Units  Estimated Accuracy
 ED3487;SPC SC       -   343,210.      434,050.      MT  (+/- 180 meters Scaled)
 ED3487
 ED3487                          SUPERSEDED SURVEY CONTROL
 ED3487
 ED3487  NGVD 29 (12/12/91)  319.644  (m)         1048.70   (f) ADJUSTED    1 2
 ED3487
 ED3487.Superseded values are not recommended for survey control.
 ED3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3487.See file dsdata.txt to determine how the superseded data were derived.
 ED3487
 ED3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU244651(NAD 83)
 ED3487_MARKER: DD = SURVEY DISK
 ED3487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3487_SP_SET: CONCRETE POST
 ED3487_STAMPING: 37 040 1991
 ED3487_MARK LOGO: SCGS  
 ED3487_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3487+STABILITY: SURFACE MOTION
 ED3487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3487+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3487
 ED3487  HISTORY     - Date     Condition        Report By
 ED3487  HISTORY     - 1991     MONUMENTED       SCGS
 ED3487
 ED3487                          STATION DESCRIPTION
 ED3487
 ED3487'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3487'STATION IS LOCATED 3.5 MILES (5.6 KM) NORTHEAST OF SALEM, 4.4 MILES
 ED3487'(7.1 KM) WEST OF NINE TIMES.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3487'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3487'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3487'HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6 MILES (4.2 KM) WEST
 ED3487'NORTHWEST OF NINE TIMES, GO WEST SOUTHWEST ON HIGHWAY 11 FOR 1.5
 ED3487'MILES (2.4 KM) TO THE EAST END OF THE KEOWEE RIVER BRIDGE, CONTINUE
 ED3487'ON HIGHWAY 11 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE LEFT NEAR A
 ED3487'POWER POLE AT A HIGH TENSION POWER LINE CROSSING.  STATION IS A
 ED3487'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 181.0
 ED3487'FEET EAST OF THE CENTER OF THE POWER LINE CROSSING, 45.4 FEET
 ED3487'NORTHWEST OF THE POWER POLE WITH TWO GUY WIRES AND A POWER LINE
 ED3487'CROSSING THE HIGHWAY, 56.0 FEET NORTHWEST OF THE GUY WIRE ANCHOR,
 ED3487'43.8 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 16.4 FEET NORTH OF A
 ED3487'WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3503 ***********************************************************************
 ED3503  DESIGNATION -  37 041
 ED3503  PID         -  ED3503
 ED3503  STATE/COUNTY-  SC/OCONEE
 ED3503  USGS QUAD   -  WALHALLA (1980)
 ED3503
 ED3503                         *CURRENT SURVEY CONTROL
 ED3503  ___________________________________________________________________
 ED3503* NAD 83(1986)-  34 45 51.     (N)    083 03 40.     (W)     SCALED    
 ED3503* NAVD 88     -       310.390  (meters)    1018.34   (feet)  ADJUSTED  
 ED3503  ___________________________________________________________________
 ED3503  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 ED3503  DYNAMIC HT  -         310.062 (meters)    1017.26  (feet)  COMP
 ED3503  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 ED3503
 ED3503  VERT ORDER  -  FIRST     CLASS II
 ED3503
 ED3503.The horizontal coordinates were scaled from a topographic map and have
 ED3503.an estimated accuracy of +/- 6 seconds.
 ED3503
 ED3503.The orthometric height was determined by differential leveling
 ED3503.and adjusted by the National Geodetic Survey in August 1993..
 ED3503
 ED3503.The geoid height was determined by GEOID03.
 ED3503
 ED3503.The dynamic height is computed by dividing the NAVD 88
 ED3503.geopotential number by the normal gravity value computed on the
 ED3503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3503.degrees latitude (g = 980.6199 gals.).
 ED3503
 ED3503.The modeled gravity was interpolated from observed gravity values.
 ED3503
 ED3503;                    North         East    Units  Estimated Accuracy
 ED3503;SPC SC       -   326,920.      420,920.      MT  (+/- 180 meters Scaled)
 ED3503
 ED3503                          SUPERSEDED SURVEY CONTROL
 ED3503
 ED3503  NGVD 29 (12/12/91)  310.418  (m)         1018.43   (f) ADJUSTED    1 2
 ED3503
 ED3503.Superseded values are not recommended for survey control.
 ED3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3503.See file dsdata.txt to determine how the superseded data were derived.
 ED3503
 ED3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU113488(NAD 83)
 ED3503_MARKER: DD = SURVEY DISK
 ED3503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3503_SP_SET: CONCRETE POST
 ED3503_STAMPING: 37 041 1991
 ED3503_MARK LOGO: SCGS  
 ED3503_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3503+STABILITY: SURFACE MOTION
 ED3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3503+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3503
 ED3503  HISTORY     - Date     Condition        Report By
 ED3503  HISTORY     - 1991     MONUMENTED       SCGS
 ED3503
 ED3503                          STATION DESCRIPTION
 ED3503
 ED3503'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3503'STATION IS LOCATED IN WALHALLA.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3503'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3503'803-737-1350.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE
 ED3503'HIGHWAYS 28 (EAST MAIN STREET) AND 183 (NORTH CATHERINE STREET) IN
 ED3503'WALHALLA, GO EAST SOUTHEAST ON HIGHWAY 28 FOR 0.15 MILE (0.24 KM) TO
 ED3503'THE JUNCTION OF STATE ROAD 509 (ANN STREET) AND THE STATION IN A
 ED3503'GRASS MEDIAN.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3503'0.5 FOOT ABOVE THE HIGHWAY, 69.4 FEET SOUTH SOUTHEAST OF A STEEL
 ED3503'STREET LIGHT POLE WITH A TRAFFIC LIGHT CONTROL BOX IN THE NORTHWEST
 ED3503'ANGLE OF THE JUNCTION, 30.2 FEET EAST SOUTHEAST OF THE CENTER OF ROAD
 ED3503'509, 15.6 FEET SOUTH SOUTHWEST OF THE CENTER OF THE WESTBOUND LANES
 ED3503'OF HIGHWAY 28, 14.9 FEET NORTH NORTHEAST OF THE CENTER OF THE
 ED3503'EASTBOUND LANES OF HIGHWAY 28, 79.1 FEET EAST NORTHEAST OF A FIRE
 ED3503'HYDRANT IN THE SOUTHWEST ANGLE OF THE JUNCTION, 57.8 FEET WEST
 ED3503'NORTHWEST OF A 25-INCH WATER OAK TREE, 104.5 FEET NORTH OF THE
 ED3503'NORTHWEST CORNER OF AN OLD ABANDONED GAS STATION, 2.6 FEET EAST OF A
 ED3503'WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3504 ***********************************************************************
 ED3504  DESIGNATION -  37 042
 ED3504  PID         -  ED3504
 ED3504  STATE/COUNTY-  SC/OCONEE
 ED3504  USGS QUAD   -  WALHALLA (1980)
 ED3504
 ED3504                         *CURRENT SURVEY CONTROL
 ED3504  ___________________________________________________________________
 ED3504* NAD 83(1986)-  34 45 57.     (N)    083 04 14.     (W)     SCALED    
 ED3504* NAVD 88     -       313.495  (meters)    1028.52   (feet)  ADJUSTED  
 ED3504  ___________________________________________________________________
 ED3504  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 ED3504  DYNAMIC HT  -         313.163 (meters)    1027.44  (feet)  COMP
 ED3504  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 ED3504
 ED3504  VERT ORDER  -  FIRST     CLASS II
 ED3504
 ED3504.The horizontal coordinates were scaled from a topographic map and have
 ED3504.an estimated accuracy of +/- 6 seconds.
 ED3504
 ED3504.The orthometric height was determined by differential leveling
 ED3504.and adjusted by the National Geodetic Survey in August 1993..
 ED3504
 ED3504.The geoid height was determined by GEOID03.
 ED3504
 ED3504.The dynamic height is computed by dividing the NAVD 88
 ED3504.geopotential number by the normal gravity value computed on the
 ED3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3504.degrees latitude (g = 980.6199 gals.).
 ED3504
 ED3504.The modeled gravity was interpolated from observed gravity values.
 ED3504
 ED3504;                    North         East    Units  Estimated Accuracy
 ED3504;SPC SC       -   327,120.      420,060.      MT  (+/- 180 meters Scaled)
 ED3504
 ED3504                          SUPERSEDED SURVEY CONTROL
 ED3504
 ED3504  NGVD 29 (12/12/91)  313.523  (m)         1028.62   (f) ADJUSTED    1 2
 ED3504
 ED3504.Superseded values are not recommended for survey control.
 ED3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3504.See file dsdata.txt to determine how the superseded data were derived.
 ED3504
 ED3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU105490(NAD 83)
 ED3504_MARKER: DD = SURVEY DISK
 ED3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3504_SP_SET: CONCRETE POST
 ED3504_STAMPING: 37 042 1991
 ED3504_MARK LOGO: SCGS  
 ED3504_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3504+STABILITY: SURFACE MOTION
 ED3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3504+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3504
 ED3504  HISTORY     - Date     Condition        Report By
 ED3504  HISTORY     - 1991     MONUMENTED       SCGS
 ED3504
 ED3504                          STATION DESCRIPTION
 ED3504
 ED3504'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3504'STATION IS LOCATED IN WALHALLA.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3504'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3504'803-737-1350.  TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 ED3504'HIGHWAYS 28 (MAIN STREET), 183 (COLLEGE STREET) AND STATE ROAD 121
 ED3504'(COLLEGE STREET) IN WALHALLA, GO WEST NORTHWEST ON HIGHWAY 28 FOR 0.2
 ED3504'MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 303 (OAK STREET) AND THE
 ED3504'STATION IN A GRASS PATCH IN THE NORTHWEST ANGLE OF THE JUNCTION.
 ED3504'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 ED3504'THE HIGHWAY, 31.2 FEET WEST NORTHWEST OF THE CENTER OF THE ROAD, 22.7
 ED3504'FEET NORTH NORTHEAST OF THE CENTER OF THE WESTBOUND LANES OF THE
 ED3504'HIGHWAY, 61.3 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK BUILDING,
 ED3504'67.4 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING,
 ED3504'102.0 FEET NORTHWEST OF A 21-INCH SPRUCE PINE TREE IN THE MEDIAN OF
 ED3504'THE HIGHWAY, 46.6 FEET NORTHEAST OF A 30-INCH WATER OAK TREE IN THE
 ED3504'MEDIAN OF THE HIGHWAY, 13.2 FEET WEST OF A WITNESS POST.  DESCRIBED
 ED3504'BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3505 ***********************************************************************
 ED3505  DESIGNATION -  37 043
 ED3505  PID         -  ED3505
 ED3505  STATE/COUNTY-  SC/OCONEE
 ED3505  USGS QUAD   -  WALHALLA (1980)
 ED3505
 ED3505                         *CURRENT SURVEY CONTROL
 ED3505  ___________________________________________________________________
 ED3505* NAD 83(1986)-  34 46 03.     (N)    083 04 47.     (W)     SCALED    
 ED3505* NAVD 88     -       310.999  (meters)    1020.34   (feet)  ADJUSTED  
 ED3505  ___________________________________________________________________
 ED3505  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 ED3505  DYNAMIC HT  -         310.669 (meters)    1019.25  (feet)  COMP
 ED3505  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 ED3505
 ED3505  VERT ORDER  -  FIRST     CLASS II
 ED3505
 ED3505.The horizontal coordinates were scaled from a topographic map and have
 ED3505.an estimated accuracy of +/- 6 seconds.
 ED3505
 ED3505.The orthometric height was determined by differential leveling
 ED3505.and adjusted by the National Geodetic Survey in August 1993..
 ED3505
 ED3505.The geoid height was determined by GEOID03.
 ED3505
 ED3505.The dynamic height is computed by dividing the NAVD 88
 ED3505.geopotential number by the normal gravity value computed on the
 ED3505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3505.degrees latitude (g = 980.6199 gals.).
 ED3505
 ED3505.The modeled gravity was interpolated from observed gravity values.
 ED3505
 ED3505;                    North         East    Units  Estimated Accuracy
 ED3505;SPC SC       -   327,320.      419,230.      MT  (+/- 180 meters Scaled)
 ED3505
 ED3505                          SUPERSEDED SURVEY CONTROL
 ED3505
 ED3505  NGVD 29 (12/12/91)  311.026  (m)         1020.42   (f) ADJUSTED    1 2
 ED3505
 ED3505.Superseded values are not recommended for survey control.
 ED3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3505.See file dsdata.txt to determine how the superseded data were derived.
 ED3505
 ED3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU096492(NAD 83)
 ED3505_MARKER: DD = SURVEY DISK
 ED3505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3505_SP_SET: CONCRETE POST
 ED3505_STAMPING: 37 043 1991
 ED3505_MARK LOGO: SCGS  
 ED3505_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3505+STABILITY: SURFACE MOTION
 ED3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3505+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3505
 ED3505  HISTORY     - Date     Condition        Report By
 ED3505  HISTORY     - 1991     MONUMENTED       SCGS
 ED3505  HISTORY     - 20050326 MARK NOT FOUND   USPSQD
 ED3505
 ED3505                          STATION DESCRIPTION
 ED3505
 ED3505'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3505'STATION IS LOCATED IN WALHALLA.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3505'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3505'803-737-1350.  TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 ED3505'HIGHWAYS 28 (MAIN STREET), 183 (COLLEGE STREET) AND STATE ROAD 121
 ED3505'(COLLEGE STREET) IN WALHALLA, GO WEST NORTHWEST ON HIGHWAY 28 FOR 0.7
 ED3505'MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 36 (MAPLE STREET) AND THE
 ED3505'STATION IN THE NORTHWEST ANGLE.  STATION IS A CONCRETE POST FLUSH
 ED3505'WITH THE GROUND AND 2.0 FEET ABOVE THE HIGHWAY, 45.0 FEET NORTH
 ED3505'NORTHEAST OF THE CENTER OF THE HIGHWAY, 93.8 FEET WEST NORTHWEST OF
 ED3505'THE CENTER OF THE ROAD, 28.7 FEET EAST OF A POWER POLE WITH TWO GUY
 ED3505'WIRES, 101.0 FEET NORTH OF THE NORTHWEST CORNER OF THE GAS PUMP
 ED3505'ISLAND ACROSS THE HIGHWAY AT A CONVENIENCE STORE/GREENHOUSE (HEADS),
 ED3505'73.1 FEET WEST NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 28.2
 ED3505'FEET EAST OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
 ED3505
 ED3505                          STATION RECOVERY (2005)
 ED3505
 ED3505'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSO)
 ED3505'SITE IS COVERED OVER WITH ASPHALT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3506 ***********************************************************************
 ED3506  DESIGNATION -  37 044
 ED3506  PID         -  ED3506
 ED3506  STATE/COUNTY-  SC/OCONEE
 ED3506  USGS QUAD   -  WALHALLA (1980)
 ED3506
 ED3506                         *CURRENT SURVEY CONTROL
 ED3506  ___________________________________________________________________
 ED3506* NAD 83(1986)-  34 46 22.     (N)    083 05 42.     (W)     SCALED    
 ED3506* NAVD 88     -       320.715  (meters)    1052.21   (feet)  ADJUSTED  
 ED3506  ___________________________________________________________________
 ED3506  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 ED3506  DYNAMIC HT  -         320.374 (meters)    1051.09  (feet)  COMP
 ED3506  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 ED3506
 ED3506  VERT ORDER  -  FIRST     CLASS II
 ED3506
 ED3506.The horizontal coordinates were scaled from a topographic map and have
 ED3506.an estimated accuracy of +/- 6 seconds.
 ED3506
 ED3506.The orthometric height was determined by differential leveling
 ED3506.and adjusted by the National Geodetic Survey in August 1993..
 ED3506
 ED3506.The geoid height was determined by GEOID03.
 ED3506
 ED3506.The dynamic height is computed by dividing the NAVD 88
 ED3506.geopotential number by the normal gravity value computed on the
 ED3506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3506.degrees latitude (g = 980.6199 gals.).
 ED3506
 ED3506.The modeled gravity was interpolated from observed gravity values.
 ED3506
 ED3506;                    North         East    Units  Estimated Accuracy
 ED3506;SPC SC       -   327,930.      417,840.      MT  (+/- 180 meters Scaled)
 ED3506
 ED3506                          SUPERSEDED SURVEY CONTROL
 ED3506
 ED3506  NGVD 29 (12/12/91)  320.742  (m)         1052.30   (f) ADJUSTED    1 2
 ED3506
 ED3506.Superseded values are not recommended for survey control.
 ED3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3506.See file dsdata.txt to determine how the superseded data were derived.
 ED3506
 ED3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU082498(NAD 83)
 ED3506_MARKER: DD = SURVEY DISK
 ED3506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3506_SP_SET: CONCRETE POST
 ED3506_STAMPING: 37 044 1991
 ED3506_MARK LOGO: SCGS  
 ED3506_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3506+STABILITY: SURFACE MOTION
 ED3506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3506+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 ED3506
 ED3506  HISTORY     - Date     Condition        Report By
 ED3506  HISTORY     - 1991     MONUMENTED       SCGS
 ED3506  HISTORY     - 20050326 GOOD             USPSQD
 ED3506
 ED3506                          STATION DESCRIPTION
 ED3506
 ED3506'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3506'STATION IS LOCATED 1.8 MILES (2.9 KM) WEST NORTHWEST OF WALHALLA.
 ED3506'OWNERSHIP--ROCKY KNOLL BAPTIST CHURCH, 970 HIGHLAND HIGHWAY, P.O.
 ED3506'BOX 638, WALHALLA, SC 29691, PHONE 803-638-5713.  TO REACH THE
 ED3506'STATION FROM THE WEST JUNCTION OF STATE HIGHWAYS 28 (MAIN STREET),
 ED3506'183 (COLLEGE STREET) AND STATE ROAD 121 (COLLEGE STREET) IN WALHALLA,
 ED3506'GO WEST NORTHWEST ON HIGHWAY 28 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION
 ED3506'OF STATE ROAD 36 (MAPLE STREET), CONTINUE ON HIGHWAY 28 FOR 1.0 MILE
 ED3506'(1.6 KM) TO THE NORTHWEST ENTRANCE TO A CEMETARY (EVERGREEN MEMORIAL
 ED3506'GARDENS)AND THE STATION BEHIND THE SOUTH PAIR OF BRICK PILLARS.
 ED3506'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET ABOVE
 ED3506'THE HIGHWAY, 55.5 FEET NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY,
 ED3506'1.2 FEET SOUTH OF THE NORTH EDGE OF THE SOUTH CURB OF THE CEMETARY
 ED3506'DRIVEWAY, 13.1 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 ED3506'TALLER PILLAR, 18.6 FEET NORTH NORTHEAST OF THE SOUTHEAST CORNER OF
 ED3506'THE SHORTER PILLAR, 23.7 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 ED3506'BRONZE GRAVE MARKER (HAROLD L. CHASTAIN).  DESCRIBED BY C.E.
 ED3506'GEOGHEGAN
 ED3506
 ED3506                          STATION RECOVERY (2005)
 ED3506
 ED3506'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSO)
 ED3506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB0626 ***********************************************************************
 EB0626  DESIGNATION -  37 DE=TT 68 HR
 EB0626  PID         -  EB0626
 EB0626  STATE/COUNTY-  SC/HORRY
 EB0626  USGS QUAD   -  GORETOWN (1975)
 EB0626
 EB0626                         *CURRENT SURVEY CONTROL
 EB0626  ___________________________________________________________________
 EB0626* NAD 83(1986)-  34 00 41.     (N)    078 46 30.     (W)     SCALED    
 EB0626* NAVD 88     -        11.772  (meters)      38.62   (feet)  ADJUSTED  
 EB0626  ___________________________________________________________________
 EB0626  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EB0626  DYNAMIC HT  -          11.760 (meters)      38.58  (feet)  COMP
 EB0626  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 EB0626
 EB0626  VERT ORDER  -  SECOND    CLASS 0
 EB0626
 EB0626.The horizontal coordinates were scaled from a topographic map and have
 EB0626.an estimated accuracy of +/- 6 seconds.
 EB0626
 EB0626.The orthometric height was determined by differential leveling
 EB0626.and adjusted by the National Geodetic Survey in June 1991..
 EB0626
 EB0626.The geoid height was determined by GEOID03.
 EB0626
 EB0626.The dynamic height is computed by dividing the NAVD 88
 EB0626.geopotential number by the normal gravity value computed on the
 EB0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0626.degrees latitude (g = 980.6199 gals.).
 EB0626
 EB0626.The modeled gravity was interpolated from observed gravity values.
 EB0626
 EB0626;                    North         East    Units  Estimated Accuracy
 EB0626;SPC SC       -   243,750.      815,070.      MT  (+/- 180 meters Scaled)
 EB0626
 EB0626                          SUPERSEDED SURVEY CONTROL
 EB0626
 EB0626  NGVD 29 (??/??/92)   12.134  (m)           39.81   (f) ADJ UNCH    2 0
 EB0626
 EB0626.Superseded values are not recommended for survey control.
 EB0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0626.See file dsdata.txt to determine how the superseded data were derived.
 EB0626
 EB0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT054656(NAD 83)
 EB0626_MARKER: DD = SURVEY DISK
 EB0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0626_STAMPING: TT 68 HR 1935 37 DE 1934
 EB0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0626+STABILITY: SURFACE MOTION
 EB0626
 EB0626  HISTORY     - Date     Condition        Report By
 EB0626  HISTORY     - 1935     MONUMENTED       USGS
 EB0626  HISTORY     - 1942     GOOD             NGS
 EB0626  HISTORY     - 1986     MARK NOT FOUND   SCGS
 EB0626
 EB0626                          STATION DESCRIPTION
 EB0626
 EB0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EB0626'5.5 MI NW FROM LONGS.
 EB0626'5.5 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM LONGS, AT THE
 EB0626'FARMHOUSE OF W.H. FOWLER, SR., 54.3 FEET NORTHWEST OF THE NORTHEAST
 EB0626'CORNER OF THE HOUSE, 39 FEET NORTHEAST OF THE NORTHWEST CORNER,
 EB0626'69 FEET EAST OF A 4-FOOT OAK TREE, 13 FEET SOUTHEAST OF A WATER
 EB0626'PIPE, AND 1.3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A U.S.
 EB0626'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT-68-HR 1935 37-DE 1934
 EB0626'AND SET IN THE TOP OF A CONCRETE POST.
 EB0626
 EB0626                          STATION RECOVERY (1986)
 EB0626
 EB0626'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 EB0626'NOT RECOVERED, POSSIBLY DESTROYED BY A DITCH, THE OAK TREE IS THE ONLY
 EB0626'REFERENCE EXISTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2859 ***********************************************************************
 EC2859  HT_MOD      -  This is a Height Modernization Survey Station.
 EC2859  DESIGNATION -  37 DOP
 EC2859  PID         -  EC2859
 EC2859  STATE/COUNTY-  SC/UNION
 EC2859  USGS QUAD   -  KELTON (1969)
 EC2859
 EC2859                         *CURRENT SURVEY CONTROL
 EC2859  ___________________________________________________________________
 EC2859* NAD 83(2001)-  34 52 24.31990(N)    081 31 56.68957(W)     ADJUSTED  
 EC2859* NAVD 88     -       143.14   (meters)     469.6    (feet)  GPS OBS   
 EC2859  ___________________________________________________________________
 EC2859  X           -     771,377.357 (meters)                     COMP
 EC2859  Y           -  -5,181,456.524 (meters)                     COMP
 EC2859  Z           -   3,626,419.092 (meters)                     COMP
 EC2859  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 EC2859  ELLIP HEIGHT-         111.91  (meters)          (03/13/03) GPS OBS
 EC2859  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 EC2859
 EC2859  HORZ ORDER  -  FIRST
 EC2859  ELLP ORDER  -  FOURTH    CLASS II
 EC2859
 EC2859.The horizontal coordinates were established by GPS observations
 EC2859.and adjusted by the National Geodetic Survey in March 2003..
 EC2859
 EC2859.The orthometric height was determined by GPS observations and a
 EC2859.high-resolution geoid model using precise GPS observation and
 EC2859.processing techniques.
 EC2859
 EC2859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2859
 EC2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2859
 EC2859.The ellipsoidal height was determined by GPS observations
 EC2859.and is referenced to NAD 83.
 EC2859
 EC2859.The geoid height was determined by GEOID03.
 EC2859
 EC2859;                    North         East     Units Scale Factor Converg.
 EC2859;SPC SC       -   337,279.023   560,921.705   MT  1.00001450   -0 17 42.6
 EC2859;SPC SC       - 1,106,558.47  1,840,294.31   iFT  1.00001450   -0 17 42.6
 EC2859;UTM  17      - 3,859,135.479   451,341.421   MT  0.99962918   -0 18 15.9
 EC2859
 EC2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2859!SPC SC       -   0.99998243  x   1.00001450  =   0.99999693
 EC2859!UTM  17      -   0.99998243  x   0.99962918  =   0.99961162
 EC2859
 EC2859                          SUPERSEDED SURVEY CONTROL
 EC2859
 EC2859  NAD 83(1995)-  34 52 24.32027(N)    081 31 56.68992(W) AD(       ) 1
 EC2859  ELLIP H (12/20/99)  111.90   (m)                       GP(       ) 4 1
 EC2859  NAD 83(1986)-  34 52 24.33288(N)    081 31 56.69565(W) AD(       ) 1
 EC2859  NGVD 29 (11/06/91)  143.3    (m)          470.     (f) GPS OBS        
 EC2859
 EC2859.Superseded values are not recommended for survey control.
 EC2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2859.See file dsdata.txt to determine how the superseded data were derived.
 EC2859
 EC2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU5134159135(NAD 83)
 EC2859_MARKER: DD = SURVEY DISK
 EC2859_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EC2859+WITH SETTING: PAVEMENT
 EC2859_SP_SET: BRIDGE DECK
 EC2859_STAMPING: 37 DOP 1966
 EC2859_MARK LOGO: USGS  
 EC2859_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC2859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2859+STABILITY: SURFACE MOTION
 EC2859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2859+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1998
 EC2859
 EC2859  HISTORY     - Date     Condition        Report By
 EC2859  HISTORY     - 1966     MONUMENTED       USGS
 EC2859  HISTORY     - 19890915 GOOD             SCGS
 EC2859  HISTORY     - 19890915 GOOD             SCGS
 EC2859  HISTORY     - 19980723 GOOD             SCGS
 EC2859  HISTORY     - 20020417 POOR             USPSQD
 EC2859  HISTORY     - 20020708 MARK NOT FOUND   SCGS
 EC2859
 EC2859                          STATION DESCRIPTION
 EC2859
 EC2859'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2859'STATION IS LOCATED 8.8 MILES EAST NORTHEAST OF JONESVILLE AND 10.2
 EC2859'MILES SOUTHWEST OF HICKORY GROVE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2859'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC2859'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 105 AND
 EC2859'211 (9.3 MILES SOUTHWEST OF HICKORY GROVE), GO SOUTH SOUTHEAST ON
 EC2859'HIGHWAY 105 FOR 1.8 MILES TO THE UNION COUNTY LINE AND THE STATION IN
 EC2859'THE NORTHWEST CORNER OF THE BRIDGE OVER THE PACOLET RIVER.
 EC2859'STATION IS A DRILL HOLE IN DECK OF BRIDGE AND 1.0 FEET ABOVE THE
 EC2859'HIGHWAY, 14.1 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.0
 EC2859'FEET EAST NORTHEAST OF A WITNESS POST.
 EC2859'RECOVERED BY J.R. WERNER.
 EC2859
 EC2859                          STATION RECOVERY (1989)
 EC2859
 EC2859'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW)
 EC2859'STATION IS LOCATED 8.8 MILES EAST NORTHEAST OF JONESVILLE AND 10.2
 EC2859'MILES SOUTHWEST OF HICKORY GROVE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2859'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC2859'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 105 AND
 EC2859'211 (9.3 MILES SOUTHWEST OF HICKORY GROVE), GO SOUTH SOUTHEAST ON
 EC2859'HIGHWAY 105 FOR 1.8 MILES TO THE UNION COUNTY LINE AND THE STATION IN
 EC2859'THE NORTHWEST CORNER OF THE BRIDGE OVER THE PACOLET RIVER. STATION IS
 EC2859'A DRILL HOLE IN DECK OF BRIDGE AND 1.0 FEET ABOVE THE HIGHWAY, 14.1
 EC2859'FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.0 FEET EAST
 EC2859'NORTHEAST OF A WITNESS POST. RECOVERED BY J.R. WERNER.
 EC2859
 EC2859                          STATION RECOVERY (1998)
 EC2859
 EC2859'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 EC2859'STATION IS LOCATED 12.1 MILES (19.5 KM) NORTHEAST OF UNION, 5.65 MILES
 EC2859'(9.09 KM) NORTH OF ADAMSBURG.  OWNERSHIP--SCDOT, DIRECTOR OF
 EC2859'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EC2859'803-737-1350.  TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF
 EC2859'STATE HIGHWAYS 105 AND 211, 9.0 MILES (14.5 KM) NORTHEAST OF
 EC2859'JONESVILLE, GO SOUTH SOUTHEAST ON HIGHWAY 105 FOR 1.8 MILES (2.9 KM)
 EC2859'TO THE STATION ON THE RIGHT IN THE NORTHWEST CORNER OF THE BRIDGE OVER
 EC2859'THE PACOLET RIVER.  STATION IS A DISK SET IN A DRILL HOLE IN THE WHEEL
 EC2859'GUARD OF THE BRIDGE, 13.9 FEET (4.2 M) WEST NORTHWEST OF THE CENTER OF
 EC2859'THE HIGHWAY, 1.5 FEET (0.5 M) EAST NORTHEAST OF THE WEST END OF THE
 EC2859'BRIDGE, 2.5 FEET (0.8 M) EAST OF A WITNESS POST. RECOVERED BY C.J.
 EC2859'STONE.
 EC2859
 EC2859                          STATION RECOVERY (2002)
 EC2859
 EC2859'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 EC2859'MARKER RECOVERED IN POOR CONDITION.  A NEW GUARD RAIL HAS BEEN ADDED
 EC2859'AND ONE OF THE SUPPORTS IS MOUNTED DIRECTLY OVER THE MARKER.  WP IS
 EC2859'STILL HERE.
 EC2859
 EC2859                          STATION RECOVERY (2002)
 EC2859
 EC2859'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EC2859'NOT RECOVERED, A NEW METAL GUARDRAIL SUPPORT POST BRACE HAS BEEN
 EC2859'INSTALLED
 EC2859'DIRECTLY OVER THE DISK.
 EC2859'RECOVERY BY T. HALL.
 EC2859' 
 EC2859'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4238 ***********************************************************************
 AA4238  DESIGNATION -  38 001
 AA4238  PID         -  AA4238
 AA4238  STATE/COUNTY-  SC/ORANGEBURG
 AA4238  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AA4238
 AA4238                         *CURRENT SURVEY CONTROL
 AA4238  ___________________________________________________________________
 AA4238* NAD 83(2001)-  33 31 02.59525(N)    080 47 44.98652(W)     ADJUSTED  
 AA4238* NAVD 88     -        62.555  (meters)     205.23   (feet)  ADJUSTED  
 AA4238  ___________________________________________________________________
 AA4238  X           -     851,434.966 (meters)                     COMP
 AA4238  Y           -  -5,254,494.881 (meters)                     COMP
 AA4238  Z           -   3,501,959.501 (meters)                     COMP
 AA4238  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA4238  ELLIP HEIGHT-          31.17  (meters)          (05/06/05) GPS OBS
 AA4238  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AA4238  DYNAMIC HT  -          62.489 (meters)     205.02  (feet)  COMP
 AA4238  MODELED GRAV-     979,583.3   (mgal)                       NAVD 88
 AA4238
 AA4238  HORZ ORDER  -  FIRST
 AA4238  VERT ORDER  -  SECOND    CLASS I
 AA4238  ELLP ORDER  -  FOURTH    CLASS II
 AA4238
 AA4238.The horizontal coordinates were established by GPS observations
 AA4238.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AA4238
 AA4238.The orthometric height was determined by differential leveling
 AA4238.and adjusted by the National Geodetic Survey in September 1998..
 AA4238
 AA4238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4238
 AA4238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4238
 AA4238.The ellipsoidal height was determined by GPS observations
 AA4238.and is referenced to NAD 83.
 AA4238
 AA4238.The geoid height was determined by GEOID03.
 AA4238
 AA4238.The dynamic height is computed by dividing the NAVD 88
 AA4238.geopotential number by the normal gravity value computed on the
 AA4238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4238.degrees latitude (g = 980.6199 gals.).
 AA4238
 AA4238.The modeled gravity was interpolated from observed gravity values.
 AA4238
 AA4238;                    North         East     Units Scale Factor Converg.
 AA4238;SPC SC       -   186,774.151   628,564.380   MT  0.99979716   +0 06 47.5
 AA4238;SPC SC       -   612,776.09  2,062,219.09   iFT  0.99979716   +0 06 47.5
 AA4238;UTM  17      - 3,708,665.620   518,960.669   MT  0.99960443   +0 06 45.9
 AA4238
 AA4238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4238!SPC SC       -   0.99999511  x   0.99979716  =   0.99979227
 AA4238!UTM  17      -   0.99999511  x   0.99960443  =   0.99959954
 AA4238
 AA4238                          SUPERSEDED SURVEY CONTROL
 AA4238
 AA4238  NAVD 88 (05/06/05)   62.55   (m)          205.2    (f) LEVELING    3  
 AA4238
 AA4238.Superseded values are not recommended for survey control.
 AA4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4238.See file dsdata.txt to determine how the superseded data were derived.
 AA4238
 AA4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT1896108666(NAD 83)
 AA4238_MARKER: DD = SURVEY DISK
 AA4238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4238_STAMPING: 38 001 1994
 AA4238_MARK LOGO: SCGS  
 AA4238_PROJECTION: FLUSH
 AA4238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4238+STABILITY: SURFACE MOTION
 AA4238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4238+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 AA4238
 AA4238  HISTORY     - Date     Condition        Report By
 AA4238  HISTORY     - 1994     MONUMENTED       SCGS
 AA4238  HISTORY     - 20030225 GOOD             SCGS
 AA4238  HISTORY     - 20060209 GOOD             USPSQD
 AA4238
 AA4238                          STATION DESCRIPTION
 AA4238
 AA4238'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4238'STATION IS LOCATED 3.8 MILES (6.1 KM) EAST NORTHEAST OF ORANGEBURG.
 AA4238'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4238'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4238'OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 33, 4.1 MILES (6.6 KM)
 AA4238'EAST NORTHEAST OF ORANGEBURG, GO WEST SOUTHWEST ON HIGHWAY 33 FOR 0.3
 AA4238'MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A FENCE LINE BETWEEN
 AA4238'STATE ROAD 2033 (FRONTAGE ROAD) AND THE HIGHWAY. STATION IS A CONCRETE
 AA4238'POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD 2033, 62.2 FEET (19.0
 AA4238'M) NORTH NORTHWEST OF THE CENTER OF THE WESTBOUND LANES OF THE
 AA4238'HIGHWAY, 7.2 FEET (2.2 M) NORTH OF THE END FENCE LINE POST WITH A SCGS
 AA4238'REFERENCE WASHER ATTACHED, 30.1 FEET (9.2 M) NORTH NORTHEAST OF A
 AA4238'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 5.7 FEET (1.7 M)
 AA4238'NORTH NORTHWEST OF THE FENCE LINE, 27.6 FEET (8.4 M) SOUTH SOUTHEAST
 AA4238'OF THE CENTER OF ROAD 2033, 10.4 FEET (3.2 M) WEST OF A WITNESS POST.
 AA4238'DESCRIBED BY D.D. WOODS.
 AA4238
 AA4238                          STATION RECOVERY (2003)
 AA4238
 AA4238'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4238'RECOVERED AS DESCRIBED.
 AA4238
 AA4238                          STATION RECOVERY (2006)
 AA4238
 AA4238'RECOVERY NOTE BY US POWER SQUADRON 2006
 AA4238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4239 ***********************************************************************
 AA4239  DESIGNATION -  38 002
 AA4239  PID         -  AA4239
 AA4239  STATE/COUNTY-  SC/ORANGEBURG
 AA4239  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AA4239
 AA4239                         *CURRENT SURVEY CONTROL
 AA4239  ___________________________________________________________________
 AA4239* NAD 83(1986)-  33 30 42.     (N)    080 48 20.     (W)     SCALED    
 AA4239* NAVD 88     -        61.890  (meters)     203.05   (feet)  ADJUSTED  
 AA4239  ___________________________________________________________________
 AA4239  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AA4239  DYNAMIC HT  -          61.824 (meters)     202.83  (feet)  COMP
 AA4239  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 AA4239
 AA4239  VERT ORDER  -  SECOND    CLASS I
 AA4239
 AA4239.The horizontal coordinates were scaled from a topographic map and have
 AA4239.an estimated accuracy of +/- 6 seconds.
 AA4239
 AA4239.The orthometric height was determined by differential leveling
 AA4239.and adjusted by the National Geodetic Survey in September 1998..
 AA4239
 AA4239.The geoid height was determined by GEOID03.
 AA4239
 AA4239.The dynamic height is computed by dividing the NAVD 88
 AA4239.geopotential number by the normal gravity value computed on the
 AA4239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4239.degrees latitude (g = 980.6199 gals.).
 AA4239
 AA4239.The modeled gravity was interpolated from observed gravity values.
 AA4239
 AA4239;                    North         East    Units  Estimated Accuracy
 AA4239;SPC SC       -   186,140.      627,660.      MT  (+/- 180 meters Scaled)
 AA4239
 AA4239                          SUPERSEDED SURVEY CONTROL
 AA4239
 AA4239.No superseded survey control is available for this station.
 AA4239
 AA4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT180080(NAD 83)
 AA4239_MARKER: DD = SURVEY DISK
 AA4239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4239_STAMPING: 38 002 1994
 AA4239_MARK LOGO: SCGS  
 AA4239_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4239+STABILITY: SURFACE MOTION
 AA4239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4239+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4239
 AA4239  HISTORY     - Date     Condition        Report By
 AA4239  HISTORY     - 1994     MONUMENTED       SCGS
 AA4239
 AA4239                          STATION DESCRIPTION
 AA4239
 AA4239'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4239'STATION IS LOCATED 3.1 MILES (5.0 KM) EAST NORTHEAST OF ORANGEBURG.
 AA4239'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4239'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4239'OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 33, 4.1 MILES (6.6 KM)
 AA4239'EAST NORTHEAST OF ORANGEBURG, GO WEST SOUTHWEST ON HIGHWAY 33 FOR 1.05
 AA4239'MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 863 (GREENWOOD AVENUE)
 AA4239'AND A PAVED ENTRANCE ROAD LEFT LEADING TO THE NORTHERN WIRE/SLIDEMATIC
 AA4239'CORPORATION, TURN LEFT ON THE ENTRANCE ROAD CROSSING A SET OF RAILROAD
 AA4239'TRACKS TO THE STATION IN THE SOUTHWEST ANGLE OF THE CROSSING. STATION
 AA4239'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ENTRANCE ROAD,
 AA4239'92.8 FEET (28.3 M) WEST OF A FIRE HYDRANT, 106.5 FEET (32.5 M) SOUTH
 AA4239'SOUTHEAST OF THE EASTBOUND LANES OF HIGHWAY 33, 22.2 FEET (6.8 M)
 AA4239'SOUTH SOUTHEAST OF THE SOUTH RAIL OF THE TRACKS, 190.8 FEET (58.2 M)
 AA4239'NORTH NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK AND METAL
 AA4239'BUILDING (NORTHERN WIRE), 95.7 FEET (29.2 M) WEST OF A POWER POLE WITH
 AA4239'A TRANSFORMER AND THREE GUY WIRES, 53.4 FEET (16.3 M) SOUTHWEST OF THE
 AA4239'WEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE ENTRANCE
 AA4239'ROAD. DESCRIBED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4240 ***********************************************************************
 AA4240  DESIGNATION -  38 003
 AA4240  PID         -  AA4240
 AA4240  STATE/COUNTY-  SC/ORANGEBURG
 AA4240  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AA4240
 AA4240                         *CURRENT SURVEY CONTROL
 AA4240  ___________________________________________________________________
 AA4240* NAD 83(1986)-  33 30 23.     (N)    080 49 04.     (W)     SCALED    
 AA4240* NAVD 88     -        63.698  (meters)     208.98   (feet)  ADJUSTED  
 AA4240  ___________________________________________________________________
 AA4240  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AA4240  DYNAMIC HT  -          63.631 (meters)     208.76  (feet)  COMP
 AA4240  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 AA4240
 AA4240  VERT ORDER  -  SECOND    CLASS I
 AA4240
 AA4240.The horizontal coordinates were scaled from a topographic map and have
 AA4240.an estimated accuracy of +/- 6 seconds.
 AA4240
 AA4240.The orthometric height was determined by differential leveling
 AA4240.and adjusted by the National Geodetic Survey in September 1998..
 AA4240
 AA4240.The geoid height was determined by GEOID03.
 AA4240
 AA4240.The dynamic height is computed by dividing the NAVD 88
 AA4240.geopotential number by the normal gravity value computed on the
 AA4240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4240.degrees latitude (g = 980.6199 gals.).
 AA4240
 AA4240.The modeled gravity was interpolated from observed gravity values.
 AA4240
 AA4240;                    North         East    Units  Estimated Accuracy
 AA4240;SPC SC       -   185,550.      626,530.      MT  (+/- 180 meters Scaled)
 AA4240
 AA4240                          SUPERSEDED SURVEY CONTROL
 AA4240
 AA4240.No superseded survey control is available for this station.
 AA4240
 AA4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT169074(NAD 83)
 AA4240_MARKER: DD = SURVEY DISK
 AA4240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4240_STAMPING: 38 003 1994
 AA4240_MARK LOGO: SCGS  
 AA4240_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4240+STABILITY: SURFACE MOTION
 AA4240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4240+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4240
 AA4240  HISTORY     - Date     Condition        Report By
 AA4240  HISTORY     - 1994     MONUMENTED       SCGS
 AA4240
 AA4240                          STATION DESCRIPTION
 AA4240
 AA4240'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4240'STATION IS LOCATED 2.35 MILES (3.78 KM) EAST NORTHEAST OF ORANGEBURG.
 AA4240'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4240'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4240'OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 33, 4.1 MILES (6.6 KM)
 AA4240'EAST NORTHEAST OF ORANGEBURG, GO WEST SOUTHWEST ON HIGHWAY 33 FOR 1.8
 AA4240'MILES (2.9 KM) TO THE STATION NEAR THE SOUTHWEST FENCE CORNER OF A
 AA4240'FENCE SURROUNDING A ELECTRIC SUBSTATION IN THE NORTHEAST ANGLE OF THE
 AA4240'JUNCTION OF STATE ROAD 470 (OLD CAMERON ROAD). STATION IS A CONCRETE
 AA4240'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 32.4 FEET (9.9
 AA4240'M) NORTHWEST OF THE SOUTHWEST FENCE CORNER, 8.9 FEET (2.7 M) SOUTH OF
 AA4240'A POWER POLE WITH A SECURITY LIGHT AND A GUY WIRE, 73.0 FEET (22.3 M)
 AA4240'NORTH NORTHWEST OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY,
 AA4240'68.4 FEET (20.8 M) NORTH NORTHEAST OF A POWER POLE WITH A GUY WIRE,
 AA4240'7.4 FEET (2.3 M) WEST SOUTHWEST OF A WITNESS POST AT THE FENCE LINE.
 AA4240'DESCRIBED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4241 ***********************************************************************
 AA4241  DESIGNATION -  38 004
 AA4241  PID         -  AA4241
 AA4241  STATE/COUNTY-  SC/ORANGEBURG
 AA4241  USGS QUAD   -  ORANGEBURG NORTH (1987)
 AA4241
 AA4241                         *CURRENT SURVEY CONTROL
 AA4241  ___________________________________________________________________
 AA4241* NAD 83(1986)-  33 30 01.     (N)    080 50 19.     (W)     SCALED    
 AA4241* NAVD 88     -        69.722  (meters)     228.75   (feet)  ADJUSTED  
 AA4241  ___________________________________________________________________
 AA4241  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AA4241  DYNAMIC HT  -          69.648 (meters)     228.50  (feet)  COMP
 AA4241  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 AA4241
 AA4241  VERT ORDER  -  SECOND    CLASS I
 AA4241
 AA4241.The horizontal coordinates were scaled from a topographic map and have
 AA4241.an estimated accuracy of +/- 6 seconds.
 AA4241
 AA4241.The orthometric height was determined by differential leveling
 AA4241.and adjusted by the National Geodetic Survey in September 1998..
 AA4241
 AA4241.The geoid height was determined by GEOID03.
 AA4241
 AA4241.The dynamic height is computed by dividing the NAVD 88
 AA4241.geopotential number by the normal gravity value computed on the
 AA4241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4241.degrees latitude (g = 980.6199 gals.).
 AA4241
 AA4241.The modeled gravity was interpolated from observed gravity values.
 AA4241
 AA4241;                    North         East    Units  Estimated Accuracy
 AA4241;SPC SC       -   184,870.      624,590.      MT  (+/- 180 meters Scaled)
 AA4241
 AA4241                          SUPERSEDED SURVEY CONTROL
 AA4241
 AA4241.No superseded survey control is available for this station.
 AA4241
 AA4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT149067(NAD 83)
 AA4241_MARKER: DD = SURVEY DISK
 AA4241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4241_STAMPING: 38 004 1994
 AA4241_MARK LOGO: SCGS  
 AA4241_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4241+STABILITY: SURFACE MOTION
 AA4241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4241+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4241
 AA4241  HISTORY     - Date     Condition        Report By
 AA4241  HISTORY     - 1994     MONUMENTED       SCGS
 AA4241
 AA4241                          STATION DESCRIPTION
 AA4241
 AA4241'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4241'STATION IS LOCATED 1.0 MILE (1.6 KM) EAST NORTHEAST OF ORANGEBURG.
 AA4241'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4241'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4241'OF U.S. HIGHWAYS 21, 178, 601 BYPASS AND STATE HIGHWAY 33 (RUSSELL
 AA4241'STREET), 0.8 MILE (1.3 KM) EAST NORTHEAST OF ORANGEBURG, GO WEST
 AA4241'SOUTHWEST ON HIGHWAYS 21, 178 AND 601 BYPASS FOR 0.05 MILE (0.08 KM)
 AA4241'TO THE JUNCTION OF STATE ROAD 29 (BELLEVILLE ROAD), TURN RIGHT ON ROAD
 AA4241'29 FOR 0.15 MILE (0.24 KM) TO THE STATION NEAR A CHAIN LINK FENCE
 AA4241'SURROUNDING THE ROBERT E. HOWARD MIDDLE SCHOOL IN THE NORTHWEST ANGLE
 AA4241'OF THE JUNCTION OF STATE ROAD 797 (MINGO NORTHEAST). STATION IS A
 AA4241'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE
 AA4241'ROADS, 3.3 FEET (1.0 M) EAST NORTHEAST OF THE FENCE LINE, 14.8 FEET
 AA4241'(4.5 M) WEST OF A POWER POLE WITH TWO GUY WIRES, 61.0 FEET (18.6 M)
 AA4241'NORTH NORTHWEST OF THE CENTER OF ROAD 29, 40.5 FEET (12.3 M) WEST
 AA4241'SOUTHWEST OF THE CENTER OF ROAD 797, 15.7 FEET (4.8 M) SOUTHWEST OF
 AA4241'THE SOUTHEAST FENCE CORNER, 5.2 FEET (1.6 M) NORTH NORTHEAST OF A
 AA4241'WITNESS POST. DESCRIBED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4242 ***********************************************************************
 AA4242  DESIGNATION -  38 005
 AA4242  PID         -  AA4242
 AA4242  STATE/COUNTY-  SC/ORANGEBURG
 AA4242  USGS QUAD   -  ORANGEBURG SOUTH (1982)
 AA4242
 AA4242                         *CURRENT SURVEY CONTROL
 AA4242  ___________________________________________________________________
 AA4242* NAD 83(1986)-  33 28 44.     (N)    080 51 09.     (W)     SCALED    
 AA4242* NAVD 88     -        56.367  (meters)     184.93   (feet)  ADJUSTED  
 AA4242  ___________________________________________________________________
 AA4242  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AA4242  DYNAMIC HT  -          56.307 (meters)     184.73  (feet)  COMP
 AA4242  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 AA4242
 AA4242  VERT ORDER  -  SECOND    CLASS I
 AA4242
 AA4242.The horizontal coordinates were scaled from a topographic map and have
 AA4242.an estimated accuracy of +/- 6 seconds.
 AA4242
 AA4242.The orthometric height was determined by differential leveling
 AA4242.and adjusted by the National Geodetic Survey in September 1998..
 AA4242
 AA4242.The geoid height was determined by GEOID03.
 AA4242
 AA4242.The dynamic height is computed by dividing the NAVD 88
 AA4242.geopotential number by the normal gravity value computed on the
 AA4242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4242.degrees latitude (g = 980.6199 gals.).
 AA4242
 AA4242.The modeled gravity was interpolated from observed gravity values.
 AA4242
 AA4242;                    North         East    Units  Estimated Accuracy
 AA4242;SPC SC       -   182,500.      623,310.      MT  (+/- 180 meters Scaled)
 AA4242
 AA4242                          SUPERSEDED SURVEY CONTROL
 AA4242
 AA4242.No superseded survey control is available for this station.
 AA4242
 AA4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT137043(NAD 83)
 AA4242_MARKER: DD = SURVEY DISK
 AA4242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4242_STAMPING: 38 005 1994
 AA4242_MARK LOGO: SCGS  
 AA4242_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4242+STABILITY: SURFACE MOTION
 AA4242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4242+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4242
 AA4242  HISTORY     - Date     Condition        Report By
 AA4242  HISTORY     - 1994     MONUMENTED       SCGS
 AA4242
 AA4242                          STATION DESCRIPTION
 AA4242
 AA4242'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4242'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTH OF ORANGEBURG.
 AA4242'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4242'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4242'OF U.S. HIGHWAYS 21, 601 BUSINESS (BOULEVARD STREET) AND STATE HIGHWAY
 AA4242'33 (RUSSELL STREET) IN ORANGEBURG, GO SOUTH ON HIGHWAYS 21 AND 601 FOR
 AA4242'0.15 MILE (0.24 KM) TO THE JUNCTION OF U.S. HIGHWAY 301 AND HIGHWAY
 AA4242'601 TURNS RIGHT, CONTINUE ON HIGHWAY 21 FOR 0.6 MILE (1.0 KM) TO THE
 AA4242'JUNCTION OF STATE ROAD 145 (WHALEY STREET), CONTINUE ON HIGHWAY 21 FOR
 AA4242'0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT NEAR A FIRE HYDRANT ALONG
 AA4242'A FENCE LINE SURROUNDING THE ORANGEBURG FAIRGROUNDS. STATION IS A
 AA4242'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 33.8
 AA4242'FEET (10.3 M) EAST OF THE CENTER OF THE HIGHWAY, 9.5 FEET (2.9 M) EAST
 AA4242'OF THE EAST EDGE OF A SIDEWALK FOR THE HIGHWAY, 8.2 FEET (2.5 M) SOUTH
 AA4242'OF THE FIRE HYDRANT, 4.7 FEET (1.4 M) WEST OF A WITNESS POST AT THE
 AA4242'FENCE LINE. DESCRIBED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1820 ***********************************************************************
 AB1820  DESIGNATION -  38 013
 AB1820  PID         -  AB1820
 AB1820  STATE/COUNTY-  SC/ORANGEBURG
 AB1820  USGS QUAD   -  SPRINGFIELD (1979)
 AB1820
 AB1820                         *CURRENT SURVEY CONTROL
 AB1820  ___________________________________________________________________
 AB1820* NAD 83(1986)-  33 29 18.     (N)    081 16 22.     (W)     SCALED    
 AB1820* NAVD 88     -        81.904  (meters)     268.71   (feet)  ADJUSTED  
 AB1820  ___________________________________________________________________
 AB1820  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AB1820  DYNAMIC HT  -          81.815 (meters)     268.42  (feet)  COMP
 AB1820  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 AB1820
 AB1820  VERT ORDER  -  SECOND    CLASS I
 AB1820
 AB1820.The horizontal coordinates were scaled from a topographic map and have
 AB1820.an estimated accuracy of +/- 6 seconds.
 AB1820
 AB1820.The orthometric height was determined by differential leveling
 AB1820.and adjusted by the National Geodetic Survey in September 1998..
 AB1820
 AB1820.The geoid height was determined by GEOID03.
 AB1820
 AB1820.The dynamic height is computed by dividing the NAVD 88
 AB1820.geopotential number by the normal gravity value computed on the
 AB1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1820.degrees latitude (g = 980.6199 gals.).
 AB1820
 AB1820.The modeled gravity was interpolated from observed gravity values.
 AB1820
 AB1820;                    North         East    Units  Estimated Accuracy
 AB1820;SPC SC       -   183,570.      584,260.      MT  (+/- 180 meters Scaled)
 AB1820
 AB1820                          SUPERSEDED SURVEY CONTROL
 AB1820
 AB1820.No superseded survey control is available for this station.
 AB1820
 AB1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT746054(NAD 83)
 AB1820_MARKER: DD = SURVEY DISK
 AB1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1820_STAMPING: 38 013 1994
 AB1820_MARK LOGO: SCGS  
 AB1820_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1820+STABILITY: SURFACE MOTION
 AB1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1820+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1820
 AB1820  HISTORY     - Date     Condition        Report By
 AB1820  HISTORY     - 1994     MONUMENTED       SCGS
 AB1820
 AB1820                          STATION DESCRIPTION
 AB1820
 AB1820'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1820'STATION IS LOCATED AT THE SOUTH EDGE OF SPRINGFIELD.  OWNERSHIP--CITY
 AB1820'OF SPRINGFIELD.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB1820'HIGHWAYS 39 (FESTIVAL TRAIL ROAD) AND 4 (SPRINGFIELD ROAD) IN
 AB1820'SPRINGFIELD, GO EAST ON HIGHWAYS 4 AND 39 FOR 0.05 MILE (0.08 KM) TO
 AB1820'THE JUNCTION OF STATE HIGHWAY 3 BUSINESS RIGHT AND STATE ROAD 86
 AB1820'(RAILROAD AVENUE) LEFT, TURN RIGHT ON HIGHWAY 3 BUSINESS FOR 0.6 MILE
 AB1820'(1.0 KM) TO THE JUNCTION OF STATE ROAD 786 (HEATHERBROOK CIRCLE) ,
 AB1820'TURN LEFT ON ROAD 786 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF
 AB1820'KENSINGTON ROAD, TURN RIGHT ON KENSINGTON ROAD FOR 0.05 MILE (0.08 KM)
 AB1820'TO THE STATION ON THE LEFT NEAR A CHAIN LINK FENCE LINE SURROUNDING A
 AB1820'BASEBALL DIAMOND.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1820'AND LEVEL WITH THE ROAD, 46.0 FEET (14.0 M) EAST NORTHEAST OF THE
 AB1820'CENTER OF THE ROAD, 7.7 FEET (2.3 M) WEST SOUTHWEST OF THE FENCE LINE,
 AB1820'96.8 FEET (29.5 M) SOUTH SOUTHEAST OF THE SOUTH GATE POST OF THE
 AB1820'FENCE, 72.4 FEET (22.1 M) NORTH NORTHWEST OF A POWER POLE WITH TWO
 AB1820'BALLFIELD LIGHTS, 7.3 FEET (2.2 M) WEST SOUTHWEST OF A WITNESS POST.
 AB1820'DESCRIBED BY D.D.  WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3933 ***********************************************************************
 AA3933  DESIGNATION -  38 DOP
 AA3933  PID         -  AA3933
 AA3933  STATE/COUNTY-  SC/FAIRFIELD
 AA3933  USGS QUAD   -  RION (1969)
 AA3933
 AA3933                         *CURRENT SURVEY CONTROL
 AA3933  ___________________________________________________________________
 AA3933* NAD 83(1986)-  34 21 22.     (N)    081 10 35.     (W)     SCALED    
 AA3933* NAVD 88     -       138.627  (meters)     454.81   (feet)  ADJUSTED  
 AA3933  ___________________________________________________________________
 AA3933  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AA3933  DYNAMIC HT  -         138.490 (meters)     454.36  (feet)  COMP
 AA3933  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 AA3933
 AA3933  VERT ORDER  -  FIRST     CLASS II
 AA3933
 AA3933.The horizontal coordinates were scaled from a topographic map and have
 AA3933.an estimated accuracy of +/- 6 seconds.
 AA3933
 AA3933.The orthometric height was determined by differential leveling
 AA3933.and adjusted by the National Geodetic Survey in September 1998..
 AA3933
 AA3933.The geoid height was determined by GEOID03.
 AA3933
 AA3933.The dynamic height is computed by dividing the NAVD 88
 AA3933.geopotential number by the normal gravity value computed on the
 AA3933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3933.degrees latitude (g = 980.6199 gals.).
 AA3933
 AA3933.The modeled gravity was interpolated from observed gravity values.
 AA3933
 AA3933;                    North         East    Units  Estimated Accuracy
 AA3933;SPC SC       -   279,780.      593,380.      MT  (+/- 180 meters Scaled)
 AA3933
 AA3933                          SUPERSEDED SURVEY CONTROL
 AA3933
 AA3933.No superseded survey control is available for this station.
 AA3933
 AA3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU837016(NAD 83)
 AA3933_MARKER: DD = SURVEY DISK
 AA3933_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA3933_STAMPING: 38 DOP 1968
 AA3933_MARK LOGO: USGS  
 AA3933_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3933+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1993
 AA3933
 AA3933  HISTORY     - Date     Condition        Report By
 AA3933  HISTORY     - 1968     MONUMENTED       USGS
 AA3933  HISTORY     - 19930614 GOOD             SCGS
 AA3933
 AA3933                          STATION DESCRIPTION
 AA3933
 AA3933'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA3933'STATION IS LOCATED 5.4 MILES (8.7 KM) WEST SOUTHWEST OF WINNSBORO.
 AA3933'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA3933'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA3933'OF STATE HIGHWAYS 213, 34 AND U.S. HIGHWAY 321, 2.3 MILES (3.7 KM)
 AA3933'SOUTH OF WINNSBORO, GO WEST ON HIGHWAY 213 FOR 5.5 MILES (8.9 KM) TO
 AA3933'THE JUNCTION OF STATE ROAD 54 (JACKSON CREEK ROAD) AND THE STATION
 AA3933'NEAR A DILAPIDATED BARBED-WIRE FENCE IN THE SOUTHEAST ANGLE OF THE
 AA3933'JUNCTION. STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD FLUSH WITH
 AA3933'THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 86.3 FEET (26.3 M)
 AA3933'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 31.8 FEET (9.7 M) EAST
 AA3933'NORTHEAST OF THE CENTER OF THE ROAD, 161.3 FEET (49.2 M) SOUTHEAST OF
 AA3933'A SIREN POLE NUMBER 58, 0.6 FOOT (18.3 CM) NORTHWEST OF A WITNESS
 AA3933'POST, 4.4 FEET (1.3 M) WEST OF A WITNESS POST IN THE FENCE LINE.
 AA3933'RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0286 ***********************************************************************
 ED0286  DESIGNATION -  383
 ED0286  PID         -  ED0286
 ED0286  STATE/COUNTY-  SC/ABBEVILLE
 ED0286  USGS QUAD   -  HEARDMONT (1985)
 ED0286
 ED0286                         *CURRENT SURVEY CONTROL
 ED0286  ___________________________________________________________________
 ED0286* NAD 83(1986)-  34 05 06.     (N)    082 38 23.     (W)     SCALED    
 ED0286* NAVD 88     -       128.928  (meters)     422.99   (feet)  ADJUSTED  
 ED0286  ___________________________________________________________________
 ED0286  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 ED0286  DYNAMIC HT  -         128.798 (meters)     422.56  (feet)  COMP
 ED0286  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 ED0286
 ED0286  VERT ORDER  -  SECOND    CLASS 0
 ED0286
 ED0286.The horizontal coordinates were scaled from a topographic map and have
 ED0286.an estimated accuracy of +/- 6 seconds.
 ED0286
 ED0286.The orthometric height was determined by differential leveling
 ED0286.and adjusted by the National Geodetic Survey in June 1991..
 ED0286
 ED0286.The geoid height was determined by GEOID03.
 ED0286
 ED0286.The dynamic height is computed by dividing the NAVD 88
 ED0286.geopotential number by the normal gravity value computed on the
 ED0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0286.degrees latitude (g = 980.6199 gals.).
 ED0286
 ED0286.The modeled gravity was interpolated from observed gravity values.
 ED0286
 ED0286;                    North         East    Units  Estimated Accuracy
 ED0286;SPC SC       -   250,900.      458,300.      MT  (+/- 180 meters Scaled)
 ED0286
 ED0286                          SUPERSEDED SURVEY CONTROL
 ED0286
 ED0286  NGVD 29 (??/??/92)  129.078  (m)          423.48   (f) ADJ UNCH    2 0
 ED0286
 ED0286.Superseded values are not recommended for survey control.
 ED0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0286.See file dsdata.txt to determine how the superseded data were derived.
 ED0286
 ED0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT487727(NAD 83)
 ED0286_MARKER: Z = SEE DESCRIPTION
 ED0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0286_SP_SET: BRIDGE
 ED0286_STAMPING: VAUGHAN CONSTRUCTION ROANOKE VA CONTRACTORS 1909
 ED0286_PROJECTION: FLUSH
 ED0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0286
 ED0286  HISTORY     - Date     Condition        Report By
 ED0286  HISTORY     - 1909     MONUMENTED       USGS
 ED0286  HISTORY     - 1935     GOOD             NGS
 ED0286  HISTORY     - 19970716 MARK NOT FOUND   SCGS
 ED0286
 ED0286                          STATION DESCRIPTION
 ED0286
 ED0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ED0286'2.5 MI W FROM CALHOUN FALLS.
 ED0286'2.5 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM CALHOUN
 ED0286'FALLS, ABBEVILLE COUNTY, ABOUT 1/4 MILE WEST OF MILEPOST 457, AT
 ED0286'THE EAST END OF THE BRIDGE OVER SAVANNAH RIVER, IN THE TOP OF THE
 ED0286'EAST ABUTMENT, 2-1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1
 ED0286'FOOT LOWER THAN THE TOP OF THE RAIL.  THE SECOND O IN ROANOKE ON
 ED0286'AN ELLIPTICAL IRON PLATE, INSCRIBED WITH THE RAISED LETTERS VAUGHAN
 ED0286'CONSTRUCTION CO., ROANOKE VA., CONTRACTORS 1909.
 ED0286
 ED0286                          STATION RECOVERY (1997)
 ED0286
 ED0286'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED0286'NOT RECOVERED, TRACKS GONE, PRESUMED DESTROYED.  RECOVERY BY R.W.
 ED0286'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0032 ***********************************************************************
 DF0032  DESIGNATION -  384.1
 DF0032  PID         -  DF0032
 DF0032  STATE/COUNTY-  SC/MCCORMICK
 DF0032  USGS QUAD   -  PARKSVILLE (1986)
 DF0032
 DF0032                         *CURRENT SURVEY CONTROL
 DF0032  ___________________________________________________________________
 DF0032* NAD 83(1986)-  33 47 58.     (N)    082 13 43.     (W)     SCALED    
 DF0032* NAVD 88     -       116.68   (+/-2cm)     382.8    (feet)  VERTCON   
 DF0032  ___________________________________________________________________
 DF0032  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DF0032
 DF0032  VERT ORDER  -  ? (See Below)
 DF0032
 DF0032.The horizontal coordinates were scaled from a topographic map and have
 DF0032.an estimated accuracy of +/- 6 seconds.
 DF0032
 DF0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0032.The vertical order pertains to the NGVD 29 superseded value.
 DF0032
 DF0032.The geoid height was determined by GEOID03.
 DF0032
 DF0032;                    North         East    Units  Estimated Accuracy
 DF0032;SPC SC       -   218,710.      495,860.      MT  (+/- 180 meters Scaled)
 DF0032
 DF0032                          SUPERSEDED SURVEY CONTROL
 DF0032
 DF0032  NGVD 29 (??/??/92)  116.892  (m)          383.50   (f) ADJ UNCH    ?  
 DF0032
 DF0032.Superseded values are not recommended for survey control.
 DF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0032.See file dsdata.txt to determine how the superseded data were derived.
 DF0032
 DF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT862405(NAD 83)
 DF0032_MARKER: H = DRILL HOLE
 DF0032_SETTING: 66 = SET IN ROCK OUTCROP
 DF0032_SP_SET: OUTCROP
 DF0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF0032+STABILITY: POSITION/ELEVATION WELL
 DF0032
 DF0032  HISTORY     - Date     Condition        Report By
 DF0032  HISTORY     - UNK      MONUMENTED       USGS
 DF0032  HISTORY     - 1933     GOOD             NGS
 DF0032  HISTORY     - 1980     MARK NOT FOUND   NGS
 DF0032
 DF0032                          STATION DESCRIPTION
 DF0032
 DF0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0032'1.1 MI N FROM PARKSVILLE.
 DF0032'1.1 MILES NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0032'FROM THE STATION AT PARKSVILLE, MC CORMICK COUNTY, 0.4 MILE NORTH
 DF0032'OF MILEPOST 33, 40 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 28,
 DF0032'28.5 FEET WEST OF THE WEST RAIL, IN THE TOP OF A ROCK OUTCROP,
 DF0032'10 FEET EAST OF A 40-INCH HICKORY TREE, AND 4 FEET LOWER THAN
 DF0032'THE TRACK.  A SHALLOW DRILL HOLE.
 DF0032
 DF0032                          STATION RECOVERY (1980)
 DF0032
 DF0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF0032'THE SQUARE WAS NOT RECOVERED, THE ROCK OUTCROPPING WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0720 ***********************************************************************
 DE0720  DESIGNATION -  386
 DE0720  PID         -  DE0720
 DE0720  STATE/COUNTY-  SC/AIKEN
 DE0720  USGS QUAD   -  WILLISTON (1989)
 DE0720
 DE0720                         *CURRENT SURVEY CONTROL
 DE0720  ___________________________________________________________________
 DE0720* NAD 83(1986)-  33 26 34.     (N)    081 29 22.     (W)     SCALED    
 DE0720* NAVD 88     -       117.161  (meters)     384.39   (feet)  ADJUSTED  
 DE0720  ___________________________________________________________________
 DE0720  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DE0720  DYNAMIC HT  -         117.034 (meters)     383.97  (feet)  COMP
 DE0720  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 DE0720
 DE0720  VERT ORDER  -  SECOND    CLASS 0
 DE0720
 DE0720.The horizontal coordinates were scaled from a topographic map and have
 DE0720.an estimated accuracy of +/- 6 seconds.
 DE0720
 DE0720.The orthometric height was determined by differential leveling
 DE0720.and adjusted by the National Geodetic Survey in June 1991..
 DE0720
 DE0720.The geoid height was determined by GEOID03.
 DE0720
 DE0720.The dynamic height is computed by dividing the NAVD 88
 DE0720.geopotential number by the normal gravity value computed on the
 DE0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0720.degrees latitude (g = 980.6199 gals.).
 DE0720
 DE0720.The modeled gravity was interpolated from observed gravity values.
 DE0720
 DE0720;                    North         East    Units  Estimated Accuracy
 DE0720;SPC SC       -   178,590.      564,100.      MT  (+/- 180 meters Scaled)
 DE0720
 DE0720                          SUPERSEDED SURVEY CONTROL
 DE0720
 DE0720  NGVD 29 (??/??/92)  117.429  (m)          385.26   (f) ADJ UNCH    2 0
 DE0720
 DE0720.Superseded values are not recommended for survey control.
 DE0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0720.See file dsdata.txt to determine how the superseded data were derived.
 DE0720
 DE0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT545004(NAD 83)
 DE0720_MARKER: P = PIPE CAP
 DE0720_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0720_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0720_STAMPING: 386 1919
 DE0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE0720+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 DE0720
 DE0720  HISTORY     - Date     Condition        Report By
 DE0720  HISTORY     - 1919     MONUMENTED       USGS
 DE0720  HISTORY     - 1957     MARK NOT FOUND   NGS
 DE0720  HISTORY     - 20000913 MARK NOT FOUND   SCGS
 DE0720
 DE0720                          STATION DESCRIPTION
 DE0720
 DE0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0720'3 MI SE FROM WINDSOR.
 DE0720'NO CROSSING COULD BE SATISFACTORILY IDENTIFIED AS THAT OF THE
 DE0720'ORIGINAL DESCRIPTION.  NO EVIDENCE OF THE MARK WAS FOUND.  3.0
 DE0720'MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DE0720'WINDSOR, AIKEN COUNTY, 65 YARDS WEST OF THE CENTER OF THE CROSSING
 DE0720'OF U.S. HIGHWAY 78, 85 FEET NORTHWEST OF THE WEST CONCRETE
 DE0720'HEADWALL OF A 12-INCH TILE CULVERT, 28 FEET NORTH OF THE CENTERLINE
 DE0720'OF A PRIVATE ROAD LEADING WEST, AND 16 FEET WEST OF THE CENTERLINE
 DE0720'OF AN OLD HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DE0720'CAP, STAMPED 386.1919 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 DE0720'PIPE PROJECTING 6 INCHES ABOVE GROUND.
 DE0720
 DE0720                          STATION RECOVERY (2000)
 DE0720
 DE0720'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE0720'NOT RECOVERED, PRESUMED DESTROYED.  RECOVERY BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9487 ***********************************************************************
 DH9487  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9487  DESIGNATION -  38633
 DH9487  PID         -  DH9487
 DH9487  STATE/COUNTY-  SC/COLLETON
 DH9487  USGS QUAD   -  SNIDERS CROSSROADS (1988)
 DH9487
 DH9487                         *CURRENT SURVEY CONTROL
 DH9487  ___________________________________________________________________
 DH9487* NAD 83(2001)-  32 59 00.43502(N)    080 50 43.29990(W)     ADJUSTED  
 DH9487* NAVD 88     -        25.43   (meters)      83.4    (feet)  GPS OBS   
 DH9487  ___________________________________________________________________
 DH9487  X           -     852,053.071 (meters)                     COMP
 DH9487  Y           -  -5,287,253.766 (meters)                     COMP
 DH9487  Z           -   3,452,416.218 (meters)                     COMP
 DH9487  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DH9487  ELLIP HEIGHT-          -6.09  (meters)          (05/04/06) GPS OBS
 DH9487  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DH9487
 DH9487  HORZ ORDER  -  FIRST
 DH9487  ELLP ORDER  -  FOURTH    CLASS II
 DH9487
 DH9487.The horizontal coordinates were established by GPS observations
 DH9487.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9487
 DH9487.The orthometric height was determined by GPS observations and a
 DH9487.high-resolution geoid model using precise GPS observation and
 DH9487.processing techniques.
 DH9487
 DH9487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9487
 DH9487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9487
 DH9487.The ellipsoidal height was determined by GPS observations
 DH9487.and is referenced to NAD 83.
 DH9487
 DH9487.The geoid height was determined by GEOID03.
 DH9487
 DH9487;                    North         East     Units Scale Factor Converg.
 DH9487;SPC SC       -   127,558.686   624,052.241   MT  0.99986478   +0 05 08.6
 DH9487;SPC SC       -   418,499.63  2,047,415.49   iFT  0.99986478   +0 05 08.6
 DH9487;UTM  17      - 3,649,463.289   514,448.426   MT  0.99960257   +0 05 03.1
 DH9487
 DH9487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9487!SPC SC       -   1.00000096  x   0.99986478  =   0.99986574
 DH9487!UTM  17      -   1.00000096  x   0.99960257  =   0.99960353
 DH9487
 DH9487                          SUPERSEDED SURVEY CONTROL
 DH9487
 DH9487.No superseded survey control is available for this station.
 DH9487
 DH9487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS1444849463(NAD 83)
 DH9487_MARKER: DD = SURVEY DISK
 DH9487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9487_STAMPING: 38633 2005
 DH9487_MARK LOGO: SCGS  
 DH9487_PROJECTION: FLUSH
 DH9487_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9487+STABILITY: SURFACE MOTION
 DH9487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9487+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 DH9487
 DH9487  HISTORY     - Date     Condition        Report By
 DH9487  HISTORY     - 20050927 MONUMENTED       SCGS
 DH9487
 DH9487                          STATION DESCRIPTION
 DH9487
 DH9487'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005
 DH9487'STATION IS LOCATED 7.5 MI (12.07 KM) SOUTH SOUTHWEST OF SMOAKS, 11.7
 DH9487'MI (18.83 KM) WEST-NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT,
 DH9487'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DH9487'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DH9487'21 (LOWCOUNTRY HIGHWAY) AND STATE HIGHWAY 64 (BELLS HIGHWAY) AT BELLS
 DH9487'CROSSROADS, 11.8 MI (18.99 KM) WEST NORTHWEST OF WALTERBORO, GO
 DH9487'NORTHEAST ON HIGHWAY 21 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE
 DH9487'RIGHT IN AN OPEN AREA NEAR A POWER POLE. STATION IS A CONCRETE POST
 DH9487'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 33.8 FT (10.3 M)
 DH9487'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 6.8 FT (2.1 M) SOUTH SOUTHWEST
 DH9487'OF A POWER POLE NUMBER 38633, 6.8 FT (11777.4 M) SOUTH SOUTHWEST OF A
 DH9487'WITNESS POST. DESCRIBED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1352 ***********************************************************************
 CK1352  DESIGNATION -  39
 CK1352  PID         -  CK1352
 CK1352  STATE/COUNTY-  SC/CHARLESTON
 CK1352  USGS QUAD   -  JOHNS ISLAND (1979)
 CK1352
 CK1352                         *CURRENT SURVEY CONTROL
 CK1352  ___________________________________________________________________
 CK1352* NAD 83(1986)-  32 48 03.     (N)    080 05 53.     (W)     SCALED    
 CK1352* NAVD 88     -         1.923  (meters)       6.31   (feet)  POSTED    
 CK1352  ___________________________________________________________________
 CK1352  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK1352  DYNAMIC HT  -           1.920 (meters)       6.30  (feet)  COMP
 CK1352  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 CK1352
 CK1352  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CK1352
 CK1352.The horizontal coordinates were scaled from a topographic map and have
 CK1352.an estimated accuracy of +/- 6 seconds.
 CK1352
 CK1352.The orthometric height was determined by differential leveling
 CK1352.and adjusted by the National Geodetic Survey in 1992..
 CK1352.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CK1352.rate of 1.1 thru 2.0 mm/km.
 CK1352
 CK1352.The geoid height was determined by GEOID03.
 CK1352
 CK1352.The dynamic height is computed by dividing the NAVD 88
 CK1352.geopotential number by the normal gravity value computed on the
 CK1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1352.degrees latitude (g = 980.6199 gals.).
 CK1352
 CK1352.The modeled gravity was interpolated from observed gravity values.
 CK1352
 CK1352;                    North         East    Units  Estimated Accuracy
 CK1352;SPC SC       -   107,670.      694,070.      MT  (+/- 180 meters Scaled)
 CK1352
 CK1352                          SUPERSEDED SURVEY CONTROL
 CK1352
 CK1352  NGVD 29 (??/??/92)    2.261  (m)            7.42   (f) ADJ UNCH    1 2
 CK1352
 CK1352.Superseded values are not recommended for survey control.
 CK1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1352.See file dsdata.txt to determine how the superseded data were derived.
 CK1352
 CK1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS844295(NAD 83)
 CK1352_MARKER: Z = SEE DESCRIPTION
 CK1352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1352
 CK1352  HISTORY     - Date     Condition        Report By
 CK1352  HISTORY     - UNK      MONUMENTED       SCHD
 CK1352  HISTORY     - 1961     MARK NOT FOUND   NGS
 CK1352
 CK1352                          STATION DESCRIPTION
 CK1352
 CK1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1352'0.8 MI NE FROM JOHNS ISLAND.
 CK1352'0.8 MILE NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 CK1352'THE STATION AT JOHNS ISLAND, CHARLESTON COUNTY, 72 FEET SOUTHWEST
 CK1352'OF THE CENTER OF THE OVERHEAD CROSSING OF U.S. HIGHWAY 17, 45
 CK1352'FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND MAIN TRACK,
 CK1352'LEVEL WITH THE RAIL, AND WITNESSED BY A WOODEN ARROW PAINTED
 CK1352'SCHD BM STA 356+25 PROJECT 81-B.  THE TOP OF AN IRON PIPE, SET
 CK1352'IN CONCRETE AND PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE
 CK1352'MARK MAY POSSIBLY BE UNDER A FILL DUE TO THE CONSTRUCTION OF A
 CK1352'BRIDGE IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2653 ***********************************************************************
 ED2653  DESIGNATION -  39 001
 ED2653  PID         -  ED2653
 ED2653  STATE/COUNTY-  SC/PICKENS
 ED2653  USGS QUAD   -  SUNSET (1980)
 ED2653
 ED2653                         *CURRENT SURVEY CONTROL
 ED2653  ___________________________________________________________________
 ED2653* NAD 83(2001)-  34 59 30.72872(N)    082 45 17.42557(W)     ADJUSTED  
 ED2653* NAVD 88     -       337.196  (meters)    1106.28   (feet)  ADJUSTED  
 ED2653  ___________________________________________________________________
 ED2653  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 ED2653  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 ED2653  DYNAMIC HT  -         336.845 (meters)    1105.13  (feet)  COMP
 ED2653  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 ED2653
 ED2653  HORZ ORDER  -  SECOND
 ED2653  VERT ORDER  -  FIRST     CLASS II
 ED2653
 ED2653.The horizontal coordinates were established by classical geodetic methods
 ED2653.and adjusted by the National Geodetic Survey in March 2004..
 ED2653
 ED2653.The orthometric height was determined by differential leveling
 ED2653.and adjusted by the National Geodetic Survey in August 1993..
 ED2653
 ED2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2653
 ED2653.The geoid height was determined by GEOID03.
 ED2653
 ED2653.The dynamic height is computed by dividing the NAVD 88
 ED2653.geopotential number by the normal gravity value computed on the
 ED2653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2653.degrees latitude (g = 980.6199 gals.).
 ED2653
 ED2653.The modeled gravity was interpolated from observed gravity values.
 ED2653
 ED2653;                    North         East     Units Scale Factor Converg.
 ED2653;SPC SC       -   351,654.791   449,386.035   MT  1.00006022   -0 58 22.4
 ED2653;SPC SC       - 1,153,723.07  1,474,363.63   iFT  1.00006022   -0 58 22.4
 ED2653;UTM  17      - 3,873,548.116   339,843.424   MT  0.99991613   -1 00 23.6
 ED2653
 ED2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2653!SPC SC       -   0.99995192  x   1.00006022  =   1.00001213
 ED2653!UTM  17      -   0.99995192  x   0.99991613  =   0.99986805
 ED2653
 ED2653|---------------------------------------------------------------------|
 ED2653| PID    Reference Object                     Distance      Geod. Az  |
 ED2653|                                                           dddmmss.s |
 ED2653| ED2652 39 001 PTA                            3.935 METERS 01436     |
 ED2653| FB3108 39 001 AZ MK                        APPROX. 1.3 KM 0391120.0 |
 ED2653|---------------------------------------------------------------------|
 ED2653
 ED2653                          SUPERSEDED SURVEY CONTROL
 ED2653
 ED2653  NAD 83(1986)-  34 59 30.74075(N)    082 45 17.42603(W) AD(       ) 2
 ED2653  NAD 83(1986)-  34 59 30.73322(N)    082 45 17.42689(W) AD(       ) 2
 ED2653  NAD 27      -  34 59 30.30218(N)    082 45 17.94333(W) AD(       ) 2
 ED2653  NGVD 29 (12/12/91)  337.253  (m)         1106.47   (f) ADJUSTED    1 2
 ED2653
 ED2653.Superseded values are not recommended for survey control.
 ED2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2653.See file dsdata.txt to determine how the superseded data were derived.
 ED2653
 ED2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3984373548(NAD 83)
 ED2653_MARKER: DD = SURVEY DISK
 ED2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2653_SP_SET: CONCRETE POST
 ED2653_STAMPING: HORZ 39 001 1979
 ED2653_MARK LOGO: SCGS  
 ED2653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2653+STABILITY: SURFACE MOTION
 ED2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2653+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 ED2653
 ED2653  HISTORY     - Date     Condition        Report By
 ED2653  HISTORY     - 1979     MONUMENTED       SCGS
 ED2653  HISTORY     - 1979     GOOD             SCGS
 ED2653  HISTORY     - 19890928 GOOD             SCGS
 ED2653  HISTORY     - 19910422 GOOD             SCGS
 ED2653  HISTORY     - 19910715 GOOD             SCGS
 ED2653
 ED2653                          STATION DESCRIPTION
 ED2653
 ED2653'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (BRL)
 ED2653'THE STATION IS LOCATED ABOUT
 ED2653'34.5 KM (21.5 MI) NORTHWEST OF GREENVILLE,
 ED2653'12.7 KM (8 MI) NORTH OF PICKENS,
 ED2653'0.2 KM (0.1 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 178
 ED2653'AND STATE HIGHWAY 11 AND ON HIGHWAY 11 RIGHT-OF-WAY.
 ED2653'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2653'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2653'
 ED2653'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2653'178 AND STATE HIGHWAY 11, WHICH IS ABOUT
 ED2653'13 KM (8 M.) NORTH OF PICKENS, GO EASTERLY ON
 ED2653'HIGHWAY 11 FOR 0.2 KM (0.15 MI) TO THE STATION ON LEFT.
 ED2653'
 ED2653'THE STATION IS A STANDARD SCGS DISK
 ED2653'STAMPED---HORZ 39 001 1979---,
 ED2653'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2653'FLUSH WITH GROUND.  IT IS LOCATED
 ED2653'20.2 METERS (66.4 FT) NORTH-NORTHEAST FROM A SIGN (STOP AHEAD),
 ED2653'8.2 METERS (27.0 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF STATE
 ED2653'HIGHWAY 11 AND
 ED2653'1.8 METERS (5.9 FT) WEST-SOUTHWEST FROM A METAL GUARDRAIL.
 ED2653'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2653'STAMPED---HORZ 39 001 1979---,
 ED2653'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 ED2653'
 ED2653'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2653'STAMPED---AZ MK 39 001 1979---,
 ED2653'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2653'FLUSH WITH GROUND.  IT IS LOCATED
 ED2653'15.8 METERS (52.0 FT) EAST-SOUTHEAST FROM THE CENTER OF A DIRT
 ED2653'ROAD,
 ED2653'12.2 METERS (40.1 FT) EAST FROM A CONCRETE DRAINAGE PIPE AND
 ED2653'7.3 METERS (24.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 ED2653'HIGHWAY 11.
 ED2653'
 ED2653'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ON
 ED2653'HIGHWAY 11 FOR 1.4 KM (0.85 MI) TO THE MARK ON LEFT.
 ED2653'
 ED2653'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2653'NO REFERENCE WERE MARKS ESTABLISHED AT THIS TIME.
 ED2653
 ED2653                          STATION RECOVERY (1979)
 ED2653
 ED2653'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2653'RECOVERED IN GOOD CONDITION.
 ED2653
 ED2653                          STATION RECOVERY (1989)
 ED2653
 ED2653'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED2653'STATION IS LOCATED 5.9 MILES WEST OF PUMPKINTOWN AND 4.6 MILES
 ED2653'SOUTHEAST OF ROCKY BOTTOM.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2653'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2653'803-737-1350.
 ED2653'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE
 ED2653'HIGHWAY 11 (4.7 MILES SOUTH SOUTHEAST OF ROCKY BOTTOM), GO NORTHEAST
 ED2653'ON HIGHWAY 11 FOR 0.2 MILE TO BELVOIR DRIVE AND THE STATION NEAR A
 ED2653'GUARDRAIL IN THE NORTH ANGLE.
 ED2653'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 ED2653'THE HIGHWAY, 26.7 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 41.0
 ED2653'FEET NORTHEAST OF THE CENTER OF BELVOIR DRIVE, 6.3 FEET SOUTH OF THE
 ED2653'END OF THE GUARDRAIL, 6.7 FEET NORTHEAST OF A TELEPHONE JUNCTION BOX,
 ED2653'6.2 FEET WEST OF A WITNESS POST.
 ED2653'NOTE-PECK TOWER REQUIRED FOR GPS OBSERVATION.
 ED2653'DESCRIBED BY B.J. MORGAN.
 ED2653
 ED2653                          STATION RECOVERY (1991)
 ED2653
 ED2653'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2653'RECOVERED IN GOOD CONDITION.
 ED2653
 ED2653                          STATION RECOVERY (1991)
 ED2653
 ED2653'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3108 ***********************************************************************
 FB3108  DESIGNATION -  39 001 AZ MK
 FB3108  PID         -  FB3108
 FB3108  STATE/COUNTY-  SC/PICKENS
 FB3108  USGS QUAD   -  TABLE ROCK (1978)
 FB3108
 FB3108                         *CURRENT SURVEY CONTROL
 FB3108  ___________________________________________________________________
 FB3108* NAD 83(2001)-  35 00 02.18869(N)    082 44 46.25483(W)     ADJUSTED  
 FB3108* NAVD 88     -       328.235  (meters)    1076.88   (feet)  ADJUSTED  
 FB3108  ___________________________________________________________________
 FB3108  X           -     660,446.106 (meters)                     COMP
 FB3108  Y           -  -5,188,768.571 (meters)                     COMP
 FB3108  Z           -   3,638,092.721 (meters)                     COMP
 FB3108  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 FB3108  ELLIP HEIGHT-         297.36  (meters)          (03/27/03) GPS OBS
 FB3108  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FB3108  DYNAMIC HT  -         327.892 (meters)    1075.76  (feet)  COMP
 FB3108  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 FB3108
 FB3108  HORZ ORDER  -  FIRST
 FB3108  VERT ORDER  -  FIRST     CLASS II
 FB3108  ELLP ORDER  -  FOURTH    CLASS II
 FB3108
 FB3108.The horizontal coordinates were established by GPS observations
 FB3108.and adjusted by the National Geodetic Survey in March 2003..
 FB3108
 FB3108.The orthometric height was determined by differential leveling
 FB3108.and adjusted by the National Geodetic Survey in August 1993..
 FB3108
 FB3108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3108
 FB3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3108
 FB3108.The ellipsoidal height was determined by GPS observations
 FB3108.and is referenced to NAD 83.
 FB3108
 FB3108.The geoid height was determined by GEOID03.
 FB3108
 FB3108.The dynamic height is computed by dividing the NAVD 88
 FB3108.geopotential number by the normal gravity value computed on the
 FB3108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3108.degrees latitude (g = 980.6199 gals.).
 FB3108
 FB3108.The modeled gravity was interpolated from observed gravity values.
 FB3108
 FB3108;                    North         East     Units Scale Factor Converg.
 FB3108;SPC SC       -   352,610.819   450,192.850   MT  1.00006376   -0 58 05.1
 FB3108;SPC SC       - 1,156,859.64  1,477,010.66   iFT  1.00006376   -0 58 05.1
 FB3108;UTM  17      - 3,874,503.529   340,650.683   MT  0.99991295   -1 00 06.5
 FB3108
 FB3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3108!SPC SC       -   0.99995333  x   1.00006376  =   1.00001708
 FB3108!UTM  17      -   0.99995333  x   0.99991295  =   0.99986628
 FB3108
 FB3108                          SUPERSEDED SURVEY CONTROL
 FB3108
 FB3108  NAD 83(1995)-  35 00 02.18970(N)    082 44 46.25452(W) AD(       ) 1
 FB3108  ELLIP H (12/20/99)  297.37   (m)                       GP(       ) 4 1
 FB3108  NAD 83(1995)-  35 00 02.19326(N)    082 44 46.25480(W) AD(       ) 1
 FB3108  NAD 83(1986)-  35 00 02.19698(N)    082 44 46.25565(W) AD(       ) 1
 FB3108  NAD 83(1986)-  35 00 02.19283(N)    082 44 46.25625(W) AD(       ) 2
 FB3108  NAD 27      -  35 00 01.76301(N)    082 44 46.77435(W) AD(       ) 2
 FB3108  NGVD 29 (12/12/91)  328.291  (m)         1077.07   (f) ADJUSTED    1 2
 FB3108
 FB3108.Superseded values are not recommended for survey control.
 FB3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3108.See file dsdata.txt to determine how the superseded data were derived.
 FB3108
 FB3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4065174504(NAD 83)
 FB3108_MARKER: DD = SURVEY DISK
 FB3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3108_SP_SET: CONCRETE POST
 FB3108_STAMPING: AZ MK 39 001 1979
 FB3108_MARK LOGO: SCGS  
 FB3108_PROJECTION: FLUSH
 FB3108_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3108+STABILITY: SURFACE MOTION
 FB3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3108+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 FB3108
 FB3108  HISTORY     - Date     Condition        Report By
 FB3108  HISTORY     - 1979     MONUMENTED       SCGS
 FB3108  HISTORY     - 1980     GOOD             SCGS
 FB3108  HISTORY     - 19890928 GOOD             SCGS
 FB3108  HISTORY     - 19910422 GOOD             SCGS
 FB3108  HISTORY     - 19910715 GOOD             SCGS
 FB3108  HISTORY     - 19910715 GOOD             SCGS
 FB3108  HISTORY     - 19920107 GOOD
 FB3108  HISTORY     - 19990505 GOOD             SCGS
 FB3108
 FB3108                          STATION DESCRIPTION
 FB3108
 FB3108'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 FB3108'THE STATION IS LOCATED ABOUT
 FB3108'34.5 KM (21.5 MI) NORTHWEST OF GREENVILLE,
 FB3108'12.8 KM (8 MI) NORTH OF PICKENS,
 FB3108'1.5 KM (1 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 178 AND
 FB3108'STATE HIGHWAY 11, ON THE RIGHT-OF-WAY OF HIGHWAY 11.
 FB3108'OWNERSHIP MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FB3108'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 FB3108'
 FB3108'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 178 AND
 FB3108'11 WHICH IS 13 KM (8 MI) NORTH OF PICKENS.  GO EASTERLY ON
 FB3108'HIGHWAY 11 FOR 1.6 KM (1 MI) TO THE STATION ON THE LEFT.
 FB3108'
 FB3108'THE STATION IS A STANDARD SCGS DISK
 FB3108'STAMPED---AZ MK 39 001 1979---,
 FB3108'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3108'FLUSH WITH GROUND.  IT IS LOCATED
 FB3108'15.8 METERS (51.8 FT) EAST-SOUTHEAST FROM THE CENTER OF A
 FB3108'DIRT ROAD,
 FB3108'12.2 METERS (40 FT) EAST FROM A CONCRETE DRAINAGE PIPE AND
 FB3108'7.3 METERS (24 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 FB3108'STATE HIGHWAY 11.
 FB3108'
 FB3108'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB3108'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FB3108
 FB3108                          STATION RECOVERY (1989)
 FB3108
 FB3108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3108'STATION IS LOCATED 4.5 MILES SOUTHEAST OF ROCKY BOTTOM AND 5.3 MILES
 FB3108'WEST OF PUMPKINTOWN.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 FB3108'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE
 FB3108'HIGHWAY 11 (4.7 MILES SOUTH SOUTHEAST OF ROCKY BOTTOM), GO NORTHEAST
 FB3108'ON HIGHWAY 11 FOR 0.8 MILE TO THE JUNCTION OF STATE ROAD 69 (SLIDING
 FB3108'ROCK ROAD), CONTINUE ON HIGHWAY 11 FOR 0.2 MILE TO A DIRT DRIVE AND
 FB3108'THE STATION IN THE NORTHEAST ANGLE.
 FB3108'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3108'HIGHWAY, 23.4 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 52.0
 FB3108'FEET NORTHEAST OF THE CENTER OF THE DRIVE, 10.4 FEET SOUTH SOUTHEAST
 FB3108'OF A WITNESS POST.
 FB3108'DESCRIBED BY B.J. MORGAN.
 FB3108
 FB3108                          STATION RECOVERY (1991)
 FB3108
 FB3108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3108'STATION IS LOCATED 4.4 MILES (7.1 KM) SOUTHEAST OF ROCKY BOTTOM, 8.1
 FB3108'MILES (13.0 KM) NORTHEAST OF NINE TIMES.  OWNERSHIP--SCDHPT, DIRECTOR
 FB3108'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3108'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FB3108'HIGHWAY 178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE HIGHWAY 11, 4.7
 FB3108'MILES (7.6 KM) SOUTHEAST OF ROCKY BOTTOM, GO NORTHEAST ON HIGHWAY 11
 FB3108'FOR 0.8 MILE (1.3 KM) TO THE JUNCTION OF STATE ROAD 69 (SLIDING ROCK
 FB3108'ROAD), CONTINUE ON HIGHWAY 11 FOR 0.2 MILE (0.3 KM) TO A DIRT ROAD
 FB3108'LEFT (LAKE BARBARA ROAD, FIRST HUNDRED FEET OF ROAD PAVED) AND THE
 FB3108'STATION IN THE NORTHEAST ANGLE IN THE GRAVELLED PARKING AREA OF A NEW
 FB3108'SMALL WOODEN BUILDING (PRODUCE SALES) ON A CONCRETE BLOCK FOUNDATION.
 FB3108'STATION IS A CONCRETE POST RECESSED 3-INCHES AND 0.5 FOOT BELOW THE
 FB3108'HIGHWAY, 23.4 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 53.0
 FB3108'FEET EAST NORTHEAST OF THE CENTER OF THE PAVED PORTION OF THE DIRT
 FB3108'ROAD, 61.4 FEET SOUTHEAST OF THE EAST CORNER OF THE BUILDING
 FB3108'FOUNDATION (FRONT PORCH) AND IN LINE WITH THE NORTHEAST WALL, 34.9
 FB3108'FEET EAST OF THE EAST CORNER OF A STORM DRAIN IN THE PARKING AREA,
 FB3108'26.8 FEET EAST OF A TELEPHONE JUNCTION BOX, 9.8 FEET SOUTH SOUTHEAST
 FB3108'OF A WITNESS POST.  RECOVERED BY C.E. GEOGHEGAN.
 FB3108
 FB3108                          STATION RECOVERY (1991)
 FB3108
 FB3108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3108'RECOVERED IN GOOD CONDITION.
 FB3108
 FB3108                          STATION RECOVERY (1991)
 FB3108
 FB3108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 FB3108'RECOVERED AS DESCRIBED IN L253171.
 FB3108
 FB3108                          STATION RECOVERY (1992)
 FB3108
 FB3108'RECOVERED 1992
 FB3108'RECOVERED IN GOOD CONDITION.
 FB3108
 FB3108                          STATION RECOVERY (1999)
 FB3108
 FB3108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 FB3108'STATION IS LOCATED 4.4 MILES (7.1 KM) SOUTHEAST OF ROCKY BOTTOM, 8.4
 FB3108'MILES (13.5 KM) NORTH OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3108'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3108'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FB3108'178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE HIGHWAY 11 (CHEROKEE
 FB3108'FOOTHILLS SCENIC HIGHWAY) , 4.7 MILES (7.6 KM) SOUTHEAST OF ROCKY
 FB3108'BOTTOM, GO NORTHEAST ON HIGHWAY 11 FOR 0.8 MILE (1.3 KM) TO THE
 FB3108'JUNCTION OF STATE ROAD 69 (SLIDING ROCK ROAD) , CONTINUE ON HIGHWAY 11
 FB3108'FOR 0.2 MILE (0.3 KM) TO THE STATION IN THE NORTHEAST ANGLE OF A DIRT
 FB3108'ROAD LEFT (LAKE BARBARA ROAD, 1ST 100-FEET PAVED) .  STATION IS A
 FB3108'CONCRETE POST RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW
 FB3108'THE HIGHWAY, 23.5 FEET (7.2 M) NORTH NORTHWEST OF THE CENTER OF THE
 FB3108'HIGHWAY, 52.8 FEET (16.1 M) NORTHEAST OF THE CENTER OF THE PAVED
 FB3108'PORTION OF THE DIRT ROAD, 60.9 FEET (18.6 M) SOUTH SOUTHEAST OF THE
 FB3108'EAST CORNER OF A BUILDING (TABLE ROCK PRODUCE) CONCRETE FOUNDATION
 FB3108'(FRONT PORCH) AND IN LINE WITH THE NORTHEAST WALL, 35.5 FEET (10.8 M)
 FB3108'EAST OF THE EAST CORNER OF A STORM DRAIN IN THE PARKING AREA, 26.9
 FB3108'FEET (8.2 M) EAST OF A TELEPHONE JUNCTION BOX.  RECOVERED BY J.B.
 FB3108'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3106 ***********************************************************************
 FB3106  DESIGNATION -  39 002 AZ MK
 FB3106  PID         -  FB3106
 FB3106  STATE/COUNTY-  SC/PICKENS
 FB3106  USGS QUAD   -  TABLE ROCK (1978)
 FB3106
 FB3106                         *CURRENT SURVEY CONTROL
 FB3106  ___________________________________________________________________
 FB3106* NAD 83(2001)-  35 02 13.61386(N)    082 40 36.52095(W)     ADJUSTED  
 FB3106* NAVD 88     -       369.268  (meters)    1211.51   (feet)  ADJUSTED  
 FB3106  ___________________________________________________________________
 FB3106  X           -     666,435.912 (meters)                     COMP
 FB3106  Y           -  -5,185,693.179 (meters)                     COMP
 FB3106  Z           -   3,641,433.342 (meters)                     COMP
 FB3106  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 FB3106  ELLIP HEIGHT-         338.41  (meters)          (03/27/03) GPS OBS
 FB3106  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FB3106  DYNAMIC HT  -         368.885 (meters)    1210.25  (feet)  COMP
 FB3106  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 FB3106
 FB3106  HORZ ORDER  -  FIRST
 FB3106  VERT ORDER  -  FIRST     CLASS II
 FB3106  ELLP ORDER  -  FOURTH    CLASS II
 FB3106
 FB3106.The horizontal coordinates were established by GPS observations
 FB3106.and adjusted by the National Geodetic Survey in March 2003..
 FB3106
 FB3106.The orthometric height was determined by differential leveling
 FB3106.and adjusted by the National Geodetic Survey in August 1993..
 FB3106
 FB3106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3106
 FB3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3106
 FB3106.The ellipsoidal height was determined by GPS observations
 FB3106.and is referenced to NAD 83.
 FB3106
 FB3106.The geoid height was determined by GEOID03.
 FB3106
 FB3106.The dynamic height is computed by dividing the NAVD 88
 FB3106.geopotential number by the normal gravity value computed on the
 FB3106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3106.degrees latitude (g = 980.6199 gals.).
 FB3106
 FB3106.The modeled gravity was interpolated from observed gravity values.
 FB3106
 FB3106;                    North         East     Units Scale Factor Converg.
 FB3106;SPC SC       -   356,555.819   456,590.762   MT  1.00007883   -0 55 46.6
 FB3106;SPC SC       - 1,169,802.56  1,498,001.19   iFT  1.00007883   -0 55 46.6
 FB3106;UTM  17      - 3,878,444.117   347,049.806   MT  0.99988832   -0 57 46.3
 FB3106
 FB3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3106!SPC SC       -   0.99994688  x   1.00007883  =   1.00002571
 FB3106!UTM  17      -   0.99994688  x   0.99988832  =   0.99983521
 FB3106
 FB3106:                Primary Azimuth Mark                     Grid Az
 FB3106:SPC SC       -  39 002 RESET                             079 41 18.1
 FB3106:UTM  17      -  39 002 RESET                             079 43 17.8
 FB3106
 FB3106|---------------------------------------------------------------------|
 FB3106| PID    Reference Object                     Distance      Geod. Az  |
 FB3106|                                                           dddmmss.s |
 FB3106| FB3491 39 002 RESET                        APPROX. 1.5 KM 0784531.5 |
 FB3106|---------------------------------------------------------------------|
 FB3106
 FB3106                          SUPERSEDED SURVEY CONTROL
 FB3106
 FB3106  ELLIP H (12/20/99)  338.38   (m)                       GP(       ) 4 1
 FB3106  NAD 83(1986)-  35 02 13.61674(N)    082 40 36.52085(W) AD(       ) 1
 FB3106  NAD 83(1986)-  35 02 13.62248(N)    082 40 36.52290(W) AD(       ) 1
 FB3106  NAD 83(1986)-  35 02 13.62071(N)    082 40 36.52498(W) AD(       ) 2
 FB3106  NAD 27      -  35 02 13.19291(N)    082 40 37.06299(W) AD(       ) 2
 FB3106  NGVD 29 (12/12/91)  369.328  (m)         1211.70   (f) ADJUSTED    1 2
 FB3106
 FB3106.Superseded values are not recommended for survey control.
 FB3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3106.See file dsdata.txt to determine how the superseded data were derived.
 FB3106
 FB3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4705078444(NAD 83)
 FB3106_MARKER: DD = SURVEY DISK
 FB3106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3106_SP_SET: CONCRETE POST
 FB3106_STAMPING: AZ MK 39 002 1979
 FB3106_MARK LOGO: SCGS  
 FB3106_PROJECTION: FLUSH
 FB3106_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3106+STABILITY: SURFACE MOTION
 FB3106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3106+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 FB3106
 FB3106  HISTORY     - Date     Condition        Report By
 FB3106  HISTORY     - 1979     MONUMENTED       SCGS
 FB3106  HISTORY     - 1979     GOOD             SCGS
 FB3106  HISTORY     - 19890928 GOOD             SCGS
 FB3106  HISTORY     - 19910716 GOOD             SCGS
 FB3106  HISTORY     - 19910716 GOOD             SCGS
 FB3106  HISTORY     - 19920107 GOOD
 FB3106  HISTORY     - 20000605 GOOD             SCGS
 FB3106
 FB3106                          STATION DESCRIPTION
 FB3106
 FB3106'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB3106'THE STATION IS LOCATED ABOUT 32-1/4 KM NORTHWEST OF GREENVILLE, 8 KM
 FB3106'SOUTHWEST OF CAESARS HEAD, SOUTH OF TABLE ROCK AND WITHIN THE
 FB3106'RIGHT-OF-WAY OF STATE HIGHWAY 11.
 FB3106'
 FB3106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 11,
 FB3106'WHICH IS ABOUT 8 KM (5 MI) SOUTHWEST OF CLEVELAND.  GO WEST ON
 FB3106'HIGHWAY 11 FOR 1 KM (0.6 MI) TO A PAVED CROSSROAD.  CONTINUE
 FB3106'WEST ON HIGHWAY 11 FOR 2.7 KM (1.7 MI) TO A PAVED ROAD LEFT AND
 FB3106'STATION 39 002 SCGS AT THE TOP OF A 22.9 METER (75 FOOT) HIGH
 FB3106'BANK.  CONTINUE WEST ON HIGHWAY 11 FOR 1.6 KM (1.0 MI) TO THE
 FB3106'TABLE ROCK COUNTRY STORE ON THE LEFT AND THE STATION ON
 FB3106'THE RIGHT.
 FB3106'
 FB3106'THE STATION IS A STANDARD SCGS DISK
 FB3106'STAMPED---AZ MK 39 002 1979---,
 FB3106'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3106'FLUSH WITH GROUND.  IT IS LOCATED
 FB3106'21.0 METERS SOUTHWEST FROM THE APPROXIMATE CENTER OF A PAVED
 FB3106'DRIVE,
 FB3106'8.9 METERS NORTH FROM THE CENTERLINE OF HIGHWAY 11,
 FB3106'4.6 METERS WEST FROM THE EAST END OF A METAL GUARD RAIL AND
 FB3106'2.2 METERS NORTH FROM A GUARD RAIL POST WITH A WITNESS SIGN.
 FB3106'
 FB3106'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FB3106'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB3106
 FB3106                          STATION RECOVERY (1979)
 FB3106
 FB3106'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB3106'RECOVERED IN GOOD CONDITION.
 FB3106
 FB3106                          STATION RECOVERY (1989)
 FB3106
 FB3106'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3106'STATION IS LOCATED 2.7 MILES NORTHWEST OF PUMPKINTOWN.
 FB3106'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3106'COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3106'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 8 AND
 FB3106'11 (3.65 MILES NORTHEAST OF PUMPKINTOWN), GO WEST ON HIGHWAY 11 FOR
 FB3106'2.7 MILES TO THE JUNCTION OF STATE ROAD 113 (NEW HOPE ROAD), CONTINUE
 FB3106'ON HIGHWAY 11 FOR 0.45 MILE TO THE STATION ON THE RIGHT NEAR THE EAST
 FB3106'END OF A GUARDRAIL AND ACROSS THE HIGHWAY FROM THE TABLE ROCK COUNTRY
 FB3106'STORE.
 FB3106'STATION IS A IRREGULAR-SHAPED CONCRETE POST FLUSH WITH THE GROUND AND
 FB3106'1.0 FOOT BELOW THE HIGHWAY, 29.3 FEET NORTH OF THE CENTER OF THE
 FB3106'HIGHWAY, 96.8 FEET SOUTHWEST OF A POWER POLE NUMBER 47732 WITH TWO
 FB3106'GUY WIRES, 15.2 FEET WEST NORTHWEST OF THE END OF THE GUARDRAIL, 9.7
 FB3106'FEET NORTHEAST OF A WITNESS POST.
 FB3106'DESCRIBED BY B.J. MORGAN.
 FB3106
 FB3106                          STATION RECOVERY (1991)
 FB3106
 FB3106'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3106'RECOVERED IN GOOD CONDITION.
 FB3106
 FB3106                          STATION RECOVERY (1991)
 FB3106
 FB3106'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 FB3106'RECOVERED AS DESCRIBED IN L252474.
 FB3106
 FB3106                          STATION RECOVERY (1992)
 FB3106
 FB3106'RECOVERED 1992
 FB3106'RECOVERED IN GOOD CONDITION.
 FB3106
 FB3106                          STATION RECOVERY (2000)
 FB3106
 FB3106'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3106'STATION IS LOCATED 7.2 MILES (11.6 KM) EAST OF ROCKY BOTTOM, 10.6
 FB3106'MILES (17.1 KM) NORTH OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3106'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3106'803-737-1350.  TO REACH THE STATION FROM THE WESTERN-MOST JUNCTION OF
 FB3106'STATE HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 8, 5.9 MILES
 FB3106'(9.5 KM) WEST SOUTHWEST OF CLEVELAND, GO WEST ON HIGHWAY 11 FOR 3.15
 FB3106'MILES (5.07 KM) TO THE STATION ON THE RIGHT NEAR A GUARDRAIL OPPOSITE
 FB3106'TABLE ROCK COUNTRY STORE.  STATION IS A CONCRETE POST FLUSH WITH THE
 FB3106'GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 28.8 FEET (8.8 M)
 FB3106'NORTH OF THE CENTER OF THE HIGHWAY, 15.0 FEET (4.6 M) WEST NORTHWEST
 FB3106'OF THE EASTERN-MOST END OF A GUARDRAIL, 20.0 FEET (6.1 M) EAST
 FB3106'NORTHEAST OF A WOODEN GUARDRAIL POST WITH A SCGS REFERENCE WASHER
 FB3106'ATTACHED, 9.8 FEET (3.0 M) NORTHEAST OF A WITNESS POST. RECOVERED BY
 FB3106'J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3491 ***********************************************************************
 FB3491  DESIGNATION -  39 002 RESET
 FB3491  PID         -  FB3491
 FB3491  STATE/COUNTY-  SC/PICKENS
 FB3491  USGS QUAD   -  TABLE ROCK (1978)
 FB3491
 FB3491                         *CURRENT SURVEY CONTROL
 FB3491  ___________________________________________________________________
 FB3491* NAD 83(2001)-  35 02 22.92660(N)    082 39 39.52757(W)     ADJUSTED  
 FB3491* NAVD 88     -       388.906  (meters)    1275.94   (feet)  ADJUSTED  
 FB3491  ___________________________________________________________________
 FB3491  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 FB3491  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FB3491  DYNAMIC HT  -         388.503 (meters)    1274.61  (feet)  COMP
 FB3491  MODELED GRAV-     979,588.7   (mgal)                       NAVD 88
 FB3491
 FB3491  HORZ ORDER  -  SECOND
 FB3491  VERT ORDER  -  FIRST     CLASS II
 FB3491
 FB3491.The horizontal coordinates were established by classical geodetic methods
 FB3491.and adjusted by the National Geodetic Survey in March 2004..
 FB3491
 FB3491.The orthometric height was determined by differential leveling
 FB3491.and adjusted by the National Geodetic Survey in August 1993..
 FB3491
 FB3491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3491
 FB3491.The geoid height was determined by GEOID03.
 FB3491
 FB3491.The dynamic height is computed by dividing the NAVD 88
 FB3491.geopotential number by the normal gravity value computed on the
 FB3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3491.degrees latitude (g = 980.6199 gals.).
 FB3491
 FB3491.The modeled gravity was interpolated from observed gravity values.
 FB3491
 FB3491;                    North         East     Units Scale Factor Converg.
 FB3491;SPC SC       -   356,819.468   458,039.875   MT  1.00007991   -0 55 15.0
 FB3491;SPC SC       - 1,170,667.55  1,502,755.50   iFT  1.00007991   -0 55 15.0
 FB3491;UTM  17      - 3,878,706.877   348,498.790   MT  0.99988288   -0 57 13.8
 FB3491
 FB3491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3491!SPC SC       -   0.99994381  x   1.00007991  =   1.00002372
 FB3491!UTM  17      -   0.99994381  x   0.99988288  =   0.99982670
 FB3491
 FB3491:                Primary Azimuth Mark                     Grid Az
 FB3491:SPC SC       -  39 002 AZ MK                             259 41 19.2
 FB3491:UTM  17      -  39 002 AZ MK                             259 43 18.0
 FB3491
 FB3491|---------------------------------------------------------------------|
 FB3491| PID    Reference Object                     Distance      Geod. Az  |
 FB3491|                                                           dddmmss.s |
 FB3491| FB3106 39 002 AZ MK                        APPROX. 1.5 KM 2584604.2 |
 FB3491|---------------------------------------------------------------------|
 FB3491
 FB3491                          SUPERSEDED SURVEY CONTROL
 FB3491
 FB3491  NAD 83(1986)-  35 02 22.92940(N)    082 39 39.52732(W) AD(       ) 2
 FB3491  NAD 83(1986)-  35 02 22.93536(N)    082 39 39.52920(W) AD(       ) 2
 FB3491  NAD 83(1986)-  35 02 22.93361(N)    082 39 39.53103(W) AD(       ) 2
 FB3491  NGVD 29 (12/12/91)  388.968  (m)         1276.14   (f) ADJUSTED    1 2
 FB3491
 FB3491.Superseded values are not recommended for survey control.
 FB3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3491.See file dsdata.txt to determine how the superseded data were derived.
 FB3491
 FB3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4849978707(NAD 83)
 FB3491_MARKER: DD = SURVEY DISK
 FB3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3491_SP_SET: CONCRETE POST
 FB3491_STAMPING: 39 002 1979 1990
 FB3491_MARK LOGO: SCGS  
 FB3491_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3491+STABILITY: SURFACE MOTION
 FB3491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3491+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 FB3491
 FB3491  HISTORY     - Date     Condition        Report By
 FB3491  HISTORY     - 1990     MONUMENTED       SCGS
 FB3491  HISTORY     - 19910716 GOOD             SCGS
 FB3491  HISTORY     - 20000605 GOOD             SCGS
 FB3491
 FB3491                          STATION DESCRIPTION
 FB3491
 FB3491'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3491'STATION IS LOCATED 2.7 MILES NORTH NORTHWEST OF PUMPKINTOWN.
 FB3491'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3491'COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3491'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 8 AND
 FB3491'11 (3.65 MILES NORTHEAST OF PUMPKINTOWN), GO WEST ON HIGHWAY 11 FOR
 FB3491'2.15 MILES TO THE JUNCTION OF A PAVED DRIVE LEADING UP TO AN 80-FOOT
 FB3491'CUT BANK, TURN LEFT ON THE DRIVE FOR 0.05 MILE TO THE END OF PAVEMENT
 FB3491'AND THE JUNCTION OF A TRACK ROAD ALONG THE TOP OF THE BANK, TURN
 FB3491'RIGHT ON THE TRACK ROAD FOR 30-FEET TO THE STATION IN THE ROAD.
 FB3491'STATION IS A CONCRETE POST RECESSED 1-INCH AND 2.0 FEET ABOVE THE END
 FB3491'OF PAVED DRIVE, 6.0 FEET SOUTH SOUTHEAST OF THE TOP OF THE CUT BANK,
 FB3491'33.5 FEET NORTHWEST OF THE EXTENDED CENTER OF THE PAVED DRIVE, 16.0
 FB3491'FEET WEST NORTHWEST OF A 10-INCH PINE TREE WITH A SCGS REFERENCE
 FB3491'WASHER ATTACHED, 16.9 FEET NORTHEAST OF A LONE DOUBLE-TRUNKED OAK
 FB3491'TREE, 6.3 FEET SOUTH SOUTHEAST OF A WITNESS POST.
 FB3491'DESCRIBED BY D.L. FERGUSON.
 FB3491
 FB3491                          STATION RECOVERY (1991)
 FB3491
 FB3491'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3491'RECOVERED IN GOOD CONDITION.
 FB3491
 FB3491                          STATION RECOVERY (2000)
 FB3491
 FB3491'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3491'STATION IS LOCATED 7.1 MILES (11.4 KM) EAST OF ROCKY BOTTOM, 11.0
 FB3491'MILES (17.7 KM) NORTH NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT,
 FB3491'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3491'803-737-1350.  TO REACH THE STATION FROM THE WESTERN-MOST JUNCTION OF
 FB3491'STATE HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 8, 5.9 MILES
 FB3491'(9.5 KM) WEST SOUTHWEST OF CLEVELAND, GO WEST ON HIGHWAY 11 FOR 2.15
 FB3491'MILES (3.46 KM) TO A PAVED ROAD LEFT LEADING TO AN 80-FOOT CUT BANK,
 FB3491'TURN LEFT ON THE PAVED LANE FOR 0.05 MILE (0.08 KM) TO THE END OF
 FB3491'PAVEMENT, AND A DIRT TRACK LANE RIGHT, TURN RIGHT ON THE DIRT TRACK
 FB3491'LANE FOR 40 FEET (12.2 M) TO THE STATION IN THE CENTER OF THE DIRT
 FB3491'LANE.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 80.0
 FB3491'FEET (24.4 M) ABOVE THE HIGHWAY, AND 7.O FEET ABOVE THE LEVEL OF THE
 FB3491'PAVED LANE, 35.2 FEET (10.7 M) EAST NORTHEAST OF A 0.8-FOOT PINE TREE
 FB3491'WITH A SCGS REFERENCE WASHER ATTACHED, 16.2 FEET (4.9 M) WEST
 FB3491'NORTHWEST OF A 0.6-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 FB3491'ATTACHED, 39.5 FEET (12.0 M) WEST NORTHWEST OF THE WESTERN-MOST CORNER
 FB3491'OF THE END OF PAVEMENT OF THE PAVED LANE, 6.3 FEET (1.9 M) SOUTH OF A
 FB3491'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3101 ***********************************************************************
 FB3101  DESIGNATION -  39 003
 FB3101  PID         -  FB3101
 FB3101  STATE/COUNTY-  SC/PICKENS
 FB3101  USGS QUAD   -  CLEVELAND (1961)
 FB3101
 FB3101                         *CURRENT SURVEY CONTROL
 FB3101  ___________________________________________________________________
 FB3101* NAD 83(2001)-  35 04 07.65546(N)    082 36 34.54953(W)     ADJUSTED  
 FB3101* NAVD 88     -       330.613  (meters)    1084.69   (feet)  ADJUSTED  
 FB3101  ___________________________________________________________________
 FB3101  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 FB3101  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FB3101  DYNAMIC HT  -         330.269 (meters)    1083.56  (feet)  COMP
 FB3101  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 FB3101
 FB3101  HORZ ORDER  -  SECOND
 FB3101  VERT ORDER  -  FIRST     CLASS II
 FB3101
 FB3101.The horizontal coordinates were established by classical geodetic methods
 FB3101.and adjusted by the National Geodetic Survey in March 2004..
 FB3101
 FB3101.The orthometric height was determined by differential leveling
 FB3101.and adjusted by the National Geodetic Survey in August 1993..
 FB3101
 FB3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3101
 FB3101.The geoid height was determined by GEOID03.
 FB3101
 FB3101.The dynamic height is computed by dividing the NAVD 88
 FB3101.geopotential number by the normal gravity value computed on the
 FB3101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3101.degrees latitude (g = 980.6199 gals.).
 FB3101
 FB3101.The modeled gravity was interpolated from observed gravity values.
 FB3101
 FB3101;                    North         East     Units Scale Factor Converg.
 FB3101;SPC SC       -   359,972.606   462,778.305   MT  1.00009223   -0 53 32.5
 FB3101;SPC SC       - 1,181,012.49  1,518,301.53   iFT  1.00009223   -0 53 32.5
 FB3101;UTM  17      - 3,881,856.634   353,238.020   MT  0.99986546   -0 55 29.9
 FB3101
 FB3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3101!SPC SC       -   0.99995296  x   1.00009223  =   1.00004519
 FB3101!UTM  17      -   0.99995296  x   0.99986546  =   0.99981843
 FB3101
 FB3101:                Primary Azimuth Mark                     Grid Az
 FB3101:SPC SC       -  CAESARS HEAD WFBC TV MAST                004 20 59.9
 FB3101:UTM  17      -  CAESARS HEAD WFBC TV MAST                004 22 57.3
 FB3101
 FB3101|---------------------------------------------------------------------|
 FB3101| PID    Reference Object                     Distance      Geod. Az  |
 FB3101|                                                           dddmmss.s |
 FB3101| FB3087 CAESARS HEAD WFBC TV MAST           APPROX. 4.8 KM 0032727.4 |
 FB3101| FB3085 39 003 AZ MK                        441.999 METERS 0451849.5 |
 FB3101| FB3086 39 003 AZ MK PTA                    426.471 METERS 0451848.3 |
 FB3101|---------------------------------------------------------------------|
 FB3101
 FB3101                          SUPERSEDED SURVEY CONTROL
 FB3101
 FB3101  NAD 83(1986)-  35 04 07.65882(N)    082 36 34.54968(W) AD(       ) 2
 FB3101  NAD 83(1986)-  35 04 07.66544(N)    082 36 34.55092(W) AD(       ) 2
 FB3101  NAD 83(1986)-  35 04 07.66364(N)    082 36 34.54976(W) AD(       ) 2
 FB3101  NAD 27      -  35 04 07.24047(N)    082 36 35.09686(W) AD(       ) 2
 FB3101  NGVD 29 (12/12/91)  330.674  (m)         1084.89   (f) ADJUSTED    1 2
 FB3101
 FB3101.Superseded values are not recommended for survey control.
 FB3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3101.See file dsdata.txt to determine how the superseded data were derived.
 FB3101
 FB3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5323881857(NAD 83)
 FB3101_MARKER: DD = SURVEY DISK
 FB3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3101_SP_SET: CONCRETE POST
 FB3101_STAMPING: HORZ 39-003 1979
 FB3101_MARK LOGO: SCGS  
 FB3101_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3101+STABILITY: SURFACE MOTION
 FB3101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3101+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3101
 FB3101  HISTORY     - Date     Condition        Report By
 FB3101  HISTORY     - 1979     MONUMENTED       SCGS
 FB3101  HISTORY     - 1979     GOOD             SCGS
 FB3101  HISTORY     - 19890928 GOOD             SCGS
 FB3101  HISTORY     - 19910619 GOOD             SCGS
 FB3101  HISTORY     - 19910716 GOOD             SCGS
 FB3101  HISTORY     - 20000606 GOOD             SCGS
 FB3101
 FB3101                          STATION DESCRIPTION
 FB3101
 FB3101'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB3101'THE STATION IS LOCATED ABOUT 30-1/2 KM NORTHWEST OF GREENVILLE,
 FB3101'4-1/2 KM SOUTH-SOUTHEAST OF CAESARS HEAD AND 1/4 KM SOUTH OF THE
 FB3101'GREENVILLE COUNTY LINE.
 FB3101'
 FB3101'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 276
 FB3101'AND STATE HIGHWAY 11, ABOUT 7.2 KM (4.5 MI) WEST OF CLEVELAND.
 FB3101'GO SOUTH ON STATE HIGHWAY 11 FOR 0.4 KM (0.25 MI) TO A PAVED
 FB3101'ROAD RIGHT AND THE STATION ON THE RIGHT.
 FB3101'
 FB3101'THE STATION IS A STANDARD SCGS DISK
 FB3101'STAMPED---HORZ 39 003---,
 FB3101'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 25 CM IN DIAMETER
 FB3101'FLUSH WITH GROUND.  IT IS LOCATED
 FB3101'14.3 METERS NORTHWEST FROM THE CENTER OF ROUTE 11 PARALLEL TO
 FB3101'CENTER OF A PAVED SIDE ROAD,
 FB3101'6.4 METERS NORTHEAST FROM THE CENTER OF PAVED SIDE ROAD AND
 FB3101'3.3 METERS NORTHEAST FROM THE SOUTHWEST END OF A GUARDRAIL.
 FB3101'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB3101'STAMPED---HORZ 39 003---,
 FB3101'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB3101'
 FB3101'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB3101'STAMPED---AZ MK 39 003 1979---,
 FB3101'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3101'FLUSH WITH GROUND.  IT IS LOCATED
 FB3101'38.7 METERS WEST FROM A CULVERT ON THE NORTH SIDE OF THE JUNCTION,
 FB3101'5.2 METERS NORTH FROM THE CENTER OF THE WESTBOUND LANE OF U.S.
 FB3101'HIGHWAY 276,
 FB3101'4.0 METERS SOUTH FROM A METAL WITNESS POST AND
 FB3101'2.4 METERS SOUTH FROM A SHALLOW DITCH ALONG WEST BOUND LANE OF
 FB3101'HIGHWAY 276.
 FB3101'
 FB3101'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ON STATE
 FB3101'HIGHWAY 11 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF U.S. HIGHWAY
 FB3101'276 AND THE MARK ON NORTH SIDE OF 276 IN A CURVE OF THE HIGHWAY.
 FB3101'
 FB3101'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FB3101'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB3101
 FB3101                          STATION RECOVERY (1979)
 FB3101
 FB3101'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB3101'RECOVERED IN GOOD CONDITION.
 FB3101
 FB3101                          STATION RECOVERY (1989)
 FB3101
 FB3101'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3101'STATION IS LOCATED 2.7 MILES SOUTH SOUTHEAST OF CAESARS HEAD.
 FB3101'OWNERSHIP-SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3101'COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3101'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 276 AND STATE
 FB3101'HIGHWAY 11 (2.6 MILES SOUTH SOUTHEAST OF CAESARS HEAD), GO SOUTH ON
 FB3101'HIGHWAY 11 FOR 0.3 MILE TO A PAVED ROAD RIGHT AND THE STATION NEAR A
 FB3101'GUARDRAIL IN THE NORTH ANGLE.
 FB3101'STATION IS A IRREGULAR SHAPED CONCRETE POST FLUSH WITH THE GROUND AND
 FB3101'LEVEL WITH THE HIGHWAY, 41.0 FEET WEST NORTHWEST OF THE CENTER OF THE
 FB3101'HIGHWAY, 21.7 FEET NORTH NORTHEAST OF THE CENTER OF THE ROAD, 9.5
 FB3101'FEET NORTHEAST OF THE SOUTHWESTERN MOST GUARDRAIL POST WITH SCGS
 FB3101'REFERENCE WASHER ATTACHED, 6.5 FEET NORTHWEST OF A WITNESS POST.
 FB3101'NOTE-STATION WILL REQUIRE SETUP WITH TALL TRIPOD OR A PECK TOWER CAN
 FB3101'BE SETUP OVER THE STATION.
 FB3101'RECOVERED BY B.J. MORGAN.
 FB3101
 FB3101                          STATION RECOVERY (1991)
 FB3101
 FB3101'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3101'RECOVERED IN GOOD CONDITION.
 FB3101
 FB3101                          STATION RECOVERY (1991)
 FB3101
 FB3101'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3101'RECOVERED IN GOOD CONDITION.
 FB3101
 FB3101                          STATION RECOVERY (2000)
 FB3101
 FB3101'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3101'STATION IS LOCATED 4.6 MILES (7.4 KM) WEST OF CLEVELAND, 14.0
 FB3101'NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 FB3101'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 FB3101'STATION FROM THE WESTERNMOST JUNCTION OF STATE HIGHWAY 11 (CHEROKEE
 FB3101'FOOTHILLS SCENIC HIGHWAY) AND U.S.  HIGHWAY 276, 5.0 MILES (8.0 KM)
 FB3101'WEST OF CLEVELAND, GO SOUTHWEST ON HIGHWAY 11 FOR 0.3 MILE (0.5 KM) TO
 FB3101'THE STATION ON THE RIGHT NEAR THE END OF A GUARDRAIL IN THE NORTHWEST
 FB3101'ANGLE OF A PAVED ROAD (ELIZABETH DRIVE) .  STATION IS A CONCRETE POST
 FB3101'RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 FB3101'40.2 FEET (12.3 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 21.5
 FB3101'FEET (6.6 M) NORTH NORTHEAST OF THE CENTER OF ELIZABETH DRIVE, 6.7
 FB3101'FEET (2.0 M) NORTH NORTHWEST OF THE SOUTHWESTERN-MOST END OF A
 FB3101'GUARDRAIL WITH A SCGS REFERENCE WASHER ATTACHED, 6.7 FEET (2.0 M)
 FB3101'NORTH NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3085 ***********************************************************************
 FB3085  DESIGNATION -  39 003 AZ MK
 FB3085  PID         -  FB3085
 FB3085  STATE/COUNTY-  SC/GREENVILLE
 FB3085  USGS QUAD   -  CLEVELAND (1961)
 FB3085
 FB3085                         *CURRENT SURVEY CONTROL
 FB3085  ___________________________________________________________________
 FB3085* NAD 83(2001)-  35 04 17.74135(N)    082 36 22.14621(W)     ADJUSTED  
 FB3085* NAVD 88     -       319.865  (meters)    1049.42   (feet)  ADJUSTED  
 FB3085  ___________________________________________________________________
 FB3085  X           -     672,542.665 (meters)                     COMP
 FB3085  Y           -  -5,182,648.314 (meters)                     COMP
 FB3085  Z           -   3,644,536.461 (meters)                     COMP
 FB3085  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 FB3085  ELLIP HEIGHT-         288.94  (meters)          (03/13/03) GPS OBS
 FB3085  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FB3085  DYNAMIC HT  -         319.530 (meters)    1048.32  (feet)  COMP
 FB3085  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 FB3085
 FB3085  HORZ ORDER  -  FIRST
 FB3085  VERT ORDER  -  FIRST     CLASS II
 FB3085  ELLP ORDER  -  FOURTH    CLASS II
 FB3085
 FB3085.The horizontal coordinates were established by GPS observations
 FB3085.and adjusted by the National Geodetic Survey in March 2003..
 FB3085
 FB3085.The orthometric height was determined by differential leveling
 FB3085.and adjusted by the National Geodetic Survey in August 1993..
 FB3085
 FB3085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3085
 FB3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3085
 FB3085.The ellipsoidal height was determined by GPS observations
 FB3085.and is referenced to NAD 83.
 FB3085
 FB3085.The geoid height was determined by GEOID03.
 FB3085
 FB3085.The dynamic height is computed by dividing the NAVD 88
 FB3085.geopotential number by the normal gravity value computed on the
 FB3085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3085.degrees latitude (g = 980.6199 gals.).
 FB3085
 FB3085.The modeled gravity was interpolated from observed gravity values.
 FB3085
 FB3085;                    North         East     Units Scale Factor Converg.
 FB3085;SPC SC       -   360,278.526   463,097.385   MT  1.00009343   -0 53 25.6
 FB3085;SPC SC       - 1,182,016.16  1,519,348.38   iFT  1.00009343   -0 53 25.6
 FB3085;UTM  17      - 3,882,162.304   353,557.201   MT  0.99986431   -0 55 23.0
 FB3085
 FB3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3085!SPC SC       -   0.99995465  x   1.00009343  =   1.00004807
 FB3085!UTM  17      -   0.99995465  x   0.99986431  =   0.99981896
 FB3085
 FB3085                          SUPERSEDED SURVEY CONTROL
 FB3085
 FB3085  NAD 83(1986)-  35 04 17.74889(N)    082 36 22.14727(W) AD(       ) 1
 FB3085  NAD 83(1995)-  35 04 17.74177(N)    082 36 22.14610(W) AD(       ) 1
 FB3085  ELLIP H (04/18/02)  288.93   (m)                       GP(       ) 4 1
 FB3085  ELLIP H (12/20/99)  288.91   (m)                       GP(       ) 4 1
 FB3085  NAD 83(1986)-  35 04 17.74483(N)    082 36 22.14630(W) AD(       ) 1
 FB3085  NAD 83(1986)-  35 04 17.75075(N)    082 36 22.14829(W) AD(       ) 1
 FB3085  NAD 83(1986)-  35 04 17.74889(N)    082 36 22.14727(W) AD(       ) 2
 FB3085  NAD 27      -  35 04 17.32608(N)    082 36 22.69490(W) AD(       ) 2
 FB3085  NAVD 88 (04/18/02)  319.87   (m)         1049.4    (f) LEVELING    3  
 FB3085  NGVD 29 (12/12/91)  319.923  (m)         1049.61   (f) ADJUSTED    1 2
 FB3085
 FB3085.Superseded values are not recommended for survey control.
 FB3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3085.See file dsdata.txt to determine how the superseded data were derived.
 FB3085
 FB3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5355782162(NAD 83)
 FB3085_MARKER: DD = SURVEY DISK
 FB3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3085_SP_SET: CONCRETE POST
 FB3085_STAMPING: AZ MK 39-003 1979
 FB3085_MARK LOGO: SCGS  
 FB3085_PROJECTION: FLUSH
 FB3085_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3085+STABILITY: SURFACE MOTION
 FB3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3085+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3085
 FB3085  HISTORY     - Date     Condition        Report By
 FB3085  HISTORY     - 1979     MONUMENTED       SCGS
 FB3085  HISTORY     - 1979     GOOD             SCGS
 FB3085  HISTORY     - 19890927 GOOD             SCGS
 FB3085  HISTORY     - 19910619 GOOD             SCGS
 FB3085  HISTORY     - 19910716 GOOD             SCGS
 FB3085  HISTORY     - 19910716 GOOD             SCGS
 FB3085  HISTORY     - 19920107 GOOD
 FB3085  HISTORY     - 19921123 GOOD             SCGS
 FB3085  HISTORY     - 20000606 GOOD             SCGS
 FB3085
 FB3085                          STATION DESCRIPTION
 FB3085
 FB3085'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB3085'THE STATION IS LOCATED AT THE WEST JUNCTION OF U.S. HIGHWAY 276
 FB3085'AND STATE HIGHWAY 11, WHICH IS ABOUT 7-1/4 KM WEST OF CLEVELAND
 FB3085'AND BETWEEN THE WEST BOUND LANE OF U.S. HIGHWAY 276 AND A STEEP
 FB3085'EMBANKMENT.
 FB3085'
 FB3085'THE STATION IS A STANDARD SCGS DISK
 FB3085'STAMPED---AZ MK 39 003 1979---,
 FB3085'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3085'FLUSH WITH GROUND.  IT IS LOCATED
 FB3085'38.7 METERS WEST FROM A CULVERT ON NORTH SIDE OF THE JUNCTION,
 FB3085'5.2 METERS NORTH FROM THE CENTER OF THE WEST BOUND LANE OF U.S.
 FB3085'HIGHWAY 276,
 FB3085'4.0 METERS SOUTH FROM A METAL WITNESS POST AND
 FB3085'2.4 METERS SOUTH FROM A SHALLOW DITCH ALONG WEST BOUND LANE OF
 FB3085'U.S. HIGHWAY 276.
 FB3085'
 FB3085'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 FB3085'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB3085
 FB3085                          STATION RECOVERY (1979)
 FB3085
 FB3085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB3085'RECOVERED IN GOOD CONDITION.
 FB3085
 FB3085                          STATION RECOVERY (1989)
 FB3085
 FB3085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3085'STATION IS LOCATED IN THE NORTHERN MOST SHOULDER AT THE WEST JUNCTION
 FB3085'OF U.S. HIGHWAY 276 AND STATE HIGHWAY 11 (2.6 MILES SOUTH SOUTHEAST
 FB3085'OF CAESARS HEAD). OWNERSHIP-SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 FB3085'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3085'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3085'HIGHWAYS, 16.5 FEET NORTH OF THE WEST BOUND LANES OF HIGHWAY 276,
 FB3085'43.0 FEET EAST OF THE NORTH LEG OF A SIGN (THE CHURCH AT SALUDA HILL
 FB3085'BAPTIST), 12.5 FEET SOUTH OF A WITNESS POST. NOTE-STATION HAS
 FB3085'OBSTRUCTIONS NORTH AT 50 DEGREES AND PECK TOWER CAN NOT BE SETUP OVER
 FB3085'THE STATION.
 FB3085'RECOVERED BY B.J. MORGAN.
 FB3085
 FB3085                          STATION RECOVERY (1991)
 FB3085
 FB3085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3085'STATION IS LOCATED AT THE NORTH SIDE OF U.S. HIGHWAY 276 AT THE
 FB3085'JUNCTION OF STATE HIGHWAY 11, 2.5 MILES SOUTH OF CAESARS HEAD, 5.1
 FB3085'MILES WEST OF CLEVELAND.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3085'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3085'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FB3085'LEVEL WITH THE HIGHWAY, 16.0 FEET NORTH OF THE CENTER OF THE
 FB3085'WESTBOUND LANES OF HIGHWAY 276, 5.0 FEET NORTHEAST OF A CURVE SIGN
 FB3085'WITH 35 MILES PER HOUR ON IT, 70.2 FEET WEST OF THE NORTH LEG OF A
 FB3085'TWO LEGGED SIGN WITH HIGHWAY DIRECTIONS AND CITY MILES ATTACHED,
 FB3085'101.3 FEET WEST NORTHWEST OF THE WEST END OF A CONCRETE MEDIAN IN THE
 FB3085'CENTER OF HIGHWAY 276 AND 11, 12.0 FEET SOUTH OF A WITNESS POST.
 FB3085'RECOVERED BY R.W. ROBERTS.
 FB3085
 FB3085                          STATION RECOVERY (1991)
 FB3085
 FB3085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3085'RECOVERED IN GOOD CONDITION.
 FB3085
 FB3085                          STATION RECOVERY (1991)
 FB3085
 FB3085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 FB3085'RECOVERED AS DESCRIBED IN L253171.
 FB3085
 FB3085                          STATION RECOVERY (1992)
 FB3085
 FB3085'RECOVERED 1992
 FB3085'RECOVERED IN GOOD CONDITION.
 FB3085
 FB3085                          STATION RECOVERY (1992)
 FB3085
 FB3085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB3085'RECOVERED AS DESCRIBED.
 FB3085
 FB3085                          STATION RECOVERY (2000)
 FB3085
 FB3085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3085'STATION IS LOCATED ON THE NORTH SIDE OF THE WESTERN-MOST JUNCTION OF
 FB3085'STATE HIGHWAY 11 AND U.S.  HIGHWAY 276, 4.9 MILES (7.9 KM) WEST OF
 FB3085'CLEVELAND, 2.6 MILES (4.2 KM) SOUTH SOUTHEAST OF CAESARS HEAD, 19.3
 FB3085'MILES (31.1 KM) NORTHWEST OF GREENVILLE.  OWNERSHIP--SCDOT, DIRECTOR
 FB3085'OF PRECONSTRUCTION, P.0.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3085'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FB3085'1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 9.3 FEET (2.8 M) NORTH OF THE
 FB3085'NORTH EDGE OF THE PAVED OF THE INTERSECTION, 101.2 FEET (30.8 M) WEST
 FB3085'NORTHWEST OF THE WESTERN MOST END OF A SOLID CONCRETE MEDIAN, 45.0
 FB3085'FEET (13.7 M) NORTHWEST OF THE EASTERN MOST END OF A GRASSY MEDIAN
 FB3085'WITH A CONCRETE CURBING, 40.6 FEET (12.4 M) EAST SOUTHEAST OF A
 FB3085'0.8-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 11.0 FEET
 FB3085'(3.4 M) SOUTH OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE
 FB3085'WITH SURVEY STATION 39 003.  RECOVERED BY D.L BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3099 ***********************************************************************
 FB3099  DESIGNATION -  39 004
 FB3099  PID         -  FB3099
 FB3099  STATE/COUNTY-  SC/PICKENS
 FB3099  USGS QUAD   -  CLEVELAND (1961)
 FB3099
 FB3099                         *CURRENT SURVEY CONTROL
 FB3099  ___________________________________________________________________
 FB3099* NAD 83(2001)-  35 00 41.73523(N)    082 36 24.35874(W)     ADJUSTED  
 FB3099* NAVD 88     -       288.924  (meters)     947.91   (feet)  ADJUSTED  
 FB3099  ___________________________________________________________________
 FB3099  X           -     672,975.635 (meters)                     COMP
 FB3099  Y           -  -5,186,420.739 (meters)                     COMP
 FB3099  Z           -   3,639,068.325 (meters)                     COMP
 FB3099  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 FB3099  ELLIP HEIGHT-         257.85  (meters)          (03/27/03) GPS OBS
 FB3099  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 FB3099  DYNAMIC HT  -         288.628 (meters)     946.94  (feet)  COMP
 FB3099  MODELED GRAV-     979,601.8   (mgal)                       NAVD 88
 FB3099
 FB3099  HORZ ORDER  -  SECOND
 FB3099  VERT ORDER  -  FIRST     CLASS II
 FB3099  ELLP ORDER  -  FOURTH    CLASS II
 FB3099
 FB3099.The horizontal coordinates were established by classical geodetic methods
 FB3099.and adjusted by the National Geodetic Survey in March 2003..
 FB3099
 FB3099.The orthometric height was determined by differential leveling
 FB3099.and adjusted by the National Geodetic Survey in August 1993..
 FB3099
 FB3099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3099
 FB3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3099
 FB3099.The ellipsoidal height was determined by GPS observations
 FB3099.and is referenced to NAD 83.
 FB3099
 FB3099.The geoid height was determined by GEOID03.
 FB3099
 FB3099.The dynamic height is computed by dividing the NAVD 88
 FB3099.geopotential number by the normal gravity value computed on the
 FB3099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3099.degrees latitude (g = 980.6199 gals.).
 FB3099
 FB3099.The modeled gravity was interpolated from observed gravity values.
 FB3099
 FB3099;                    North         East     Units Scale Factor Converg.
 FB3099;SPC SC       -   353,622.996   462,937.833   MT  1.00006825   -0 53 26.8
 FB3099;SPC SC       - 1,160,180.43  1,518,824.91   iFT  1.00006825   -0 53 26.8
 FB3099;UTM  17      - 3,875,508.302   353,393.976   MT  0.99986490   -0 55 19.3
 FB3099
 FB3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3099!SPC SC       -   0.99995953  x   1.00006825  =   1.00002777
 FB3099!UTM  17      -   0.99995953  x   0.99986490  =   0.99982443
 FB3099
 FB3099:                Primary Azimuth Mark                     Grid Az
 FB3099:SPC SC       -  39 004 AZ MK PTA                         056 45 11.3
 FB3099:UTM  17      -  39 004 AZ MK PTA                         056 47 03.8
 FB3099
 FB3099|---------------------------------------------------------------------|
 FB3099| PID    Reference Object                     Distance      Geod. Az  |
 FB3099|                                                           dddmmss.s |
 FB3099| FB3097 39 004 AZ MK PTA                    474.554 METERS 0555144.5 |
 FB3099| FB3096 39 004 AZ MK                        480.604 METERS 0555106.1 |
 FB3099|---------------------------------------------------------------------|
 FB3099
 FB3099                          SUPERSEDED SURVEY CONTROL
 FB3099
 FB3099  NAD 83(1995)-  35 00 41.73676(N)    082 36 24.35874(W) AD(       ) 2
 FB3099  ELLIP H (12/20/99)  257.84   (m)                       GP(       ) 4 1
 FB3099  NAD 83(1995)-  35 00 41.73961(N)    082 36 24.35898(W) AD(       ) 2
 FB3099  NAD 83(1986)-  35 00 41.74376(N)    082 36 24.36100(W) AD(       ) 2
 FB3099  NAD 27      -  35 00 41.31756(N)    082 36 24.90482(W) AD(       ) 2
 FB3099  NGVD 29 (12/12/91)  288.990  (m)          948.13   (f) ADJUSTED    1 2
 FB3099
 FB3099.Superseded values are not recommended for survey control.
 FB3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3099.See file dsdata.txt to determine how the superseded data were derived.
 FB3099
 FB3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5339475508(NAD 83)
 FB3099_MARKER: DD = SURVEY DISK
 FB3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3099_SP_SET: CONCRETE POST
 FB3099_STAMPING: HORZ 39 004 1979
 FB3099_MARK LOGO: SCGS  
 FB3099_PROJECTION: FLUSH
 FB3099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3099+STABILITY: SURFACE MOTION
 FB3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3099+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 FB3099
 FB3099  HISTORY     - Date     Condition        Report By
 FB3099  HISTORY     - 1979     MONUMENTED       SCGS
 FB3099  HISTORY     - 1979     GOOD             SCGS
 FB3099  HISTORY     - 19891004 GOOD             SCGS
 FB3099  HISTORY     - 19910716 GOOD             SCGS
 FB3099  HISTORY     - 19910716 GOOD             SCGS
 FB3099  HISTORY     - 19920106 GOOD
 FB3099  HISTORY     - 20000607 GOOD             SCGS
 FB3099
 FB3099                          STATION DESCRIPTION
 FB3099
 FB3099'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB3099'THE STATION IS LOCATED ABOUT 9-3/4 KM WEST MARIETTA, 1-1/2 KM WEST
 FB3099'OF THE GREENVILLE-PICKENS COUNTY LINE AND ALONG THE
 FB3099'RIGHT-OF-WAY OF HIGHWAY 288.
 FB3099'
 FB3099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 288 AND
 FB3099'U.S. HIGHWAY 276 IN MARIETTA.  GO WEST ON HIGHWAY 288 FOR 8.2 KM
 FB3099'(5.1 MI) TO SALUDA RIVER AND GREENVILLE-PICKENS COUNTY LINE.
 FB3099'CONTINUE AHEAD ON STATE HIGHWAY FOR 1.1 KM (0.7 MI) TO THE
 FB3099'AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.5 KM (0.3 MI) ON STATE
 FB3099'HIGHWAY 288 TO THE STATION ON THE RIGHT.
 FB3099'
 FB3099'THE STATION IS A STANDARD SCGS DISK
 FB3099'STAMPED---HORZ 39 004 1979---,
 FB3099'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3099'FLUSH WITH GROUND.  IT IS LOCATED
 FB3099'29.9 METERS SOUTHWEST FROM A UTILITY POLE,
 FB3099'4.42 METERS SOUTH FROM A FENCE LINE,
 FB3099'4.3 METERS NORTH FROM EDGE OF PAVEMENT AND
 FB3099'1.37 METERS SOUTH FROM A METAL WITNESS POST
 FB3099'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB3099'STAMPED---HORZ 39 004 1979---,
 FB3099'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB3099'
 FB3099'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB3099'STAMPED---AZ MK 39 004 1979---,
 FB3099'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3099'FLUSH WITH GROUND.  IT IS LOCATED
 FB3099'31.1 METERS WEST FROM THE CENTER OF DRIVEWAY TO A HOUSE,
 FB3099'26.8 METERS WEST-NORTHWEST FROM THE CENTER OF A DIRT ROAD,
 FB3099'4.36 METERS NORTH FROM THE CENTER OF HIGHWAY 288 AND
 FB3099'1.13 METERS SOUTH FROM A METAL WITNESS POST.
 FB3099'
 FB3099'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 FB3099'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB3099
 FB3099                          STATION RECOVERY (1979)
 FB3099
 FB3099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB3099'RECOVERED IN GOOD CONDITION.
 FB3099
 FB3099                          STATION RECOVERY (1989)
 FB3099
 FB3099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3099'STATION IS LOCATED 2.6 MILES EAST NORTHEAST OF PUMPKINTOWN.
 FB3099'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3099'COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 288 AND 8 IN
 FB3099'PUMPKINTOWN, GO EAST ON HIGHWAY 288 FOR 1.7 MILES TO THE JUNCTION OF
 FB3099'STATE ROAD 47 (OOLENOY CHURCH ROAD), CONTINUE ON HIGHWAY 288 FOR 1.1
 FB3099'MILES TO THE STATION ON THE LEFT BETWEEN THE HIGHWAY AND A FENCE.
 FB3099'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3099'HIGHWAY, 13.8 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 15.9
 FB3099'FEET SOUTH SOUTHEAST OF THE FENCE LINE, 98.0 FEET SOUTHWEST OF A
 FB3099'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 4.1 FEET SOUTH
 FB3099'SOUTHEAST OF A WITNESS POST.
 FB3099'RECOVERED BY B.J. MORGAN.
 FB3099
 FB3099                          STATION RECOVERY (1991)
 FB3099
 FB3099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3099'RECOVERED IN GOOD CONDITION.
 FB3099
 FB3099                          STATION RECOVERY (1991)
 FB3099
 FB3099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 FB3099'RECOVERED AS DESCRIBED IN L252473. ADD-15.3 FEET SOUTH SOUTHEAST OF A
 FB3099'WITNESS POST.
 FB3099
 FB3099                          STATION RECOVERY (1992)
 FB3099
 FB3099'RECOVERED 1992
 FB3099'RECOVERED IN GOOD CONDITION.
 FB3099
 FB3099                          STATION RECOVERY (2000)
 FB3099
 FB3099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3099'STATION IS LOCATED 6.1 MILES (9.8 KM) SOUTHWEST OF CLEVELAND, 10.5
 FB3099'NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 FB3099'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 FB3099'STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 (PUMPKINTOWN HIGHWAY)
 FB3099'AND 288 (TABLE ROCK ROAD) , 8.8 MILES (14.2 KM) NORTHEAST OF PICKENS,
 FB3099'GO EAST ON HIGHWAY 288 FOR 2.7 MILES (4.3 KM) TO THE STATION ON THE
 FB3099'LEFT BETWEEN A BARBED WIRE FENCE LINE AND THE HIGHWAY.  STATION IS A
 FB3099'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE
 FB3099'HIGHWAY, 13.8 FEET (4.2 M) NORTH NORTHWEST OF THE CENTER OF THE
 FB3099'HIGHWAY, 33.7 FEET (10.3 M) SOUTHWEST OF A FENCE LINE POST WITH A SCGS
 FB3099'REFERENCE WASHER ATTACHED AT A FENCE INTERSECTION, 97.5 FEET (29.7 M)
 FB3099'SOUTHWEST OF POWER POLE NUMBER 48645 WITH A SCGS REFERENCE WASHER
 FB3099'ATTACHED, 15.4 FEET (4.7 M) SOUTH SOUTHEAST OF A WITNESS POST ALONG A
 FB3099'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3096 ***********************************************************************
 FB3096  DESIGNATION -  39 004 AZ MK
 FB3096  PID         -  FB3096
 FB3096  STATE/COUNTY-  SC/PICKENS
 FB3096  USGS QUAD   -  CLEVELAND (1961)
 FB3096
 FB3096                         *CURRENT SURVEY CONTROL
 FB3096  ___________________________________________________________________
 FB3096* NAD 83(2001)-  35 00 50.48926(N)    082 36 08.67090(W)     ADJUSTED  
 FB3096* NAVD 88     -       298.549  (meters)     979.49   (feet)  ADJUSTED  
 FB3096  ___________________________________________________________________
 FB3096  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 FB3096  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FB3096  DYNAMIC HT  -         298.243 (meters)     978.49  (feet)  COMP
 FB3096  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 FB3096
 FB3096  HORZ ORDER  -  SECOND
 FB3096  VERT ORDER  -  FIRST     CLASS II
 FB3096
 FB3096.The horizontal coordinates were established by classical geodetic methods
 FB3096.and adjusted by the National Geodetic Survey in March 2004..
 FB3096
 FB3096.The orthometric height was determined by differential leveling
 FB3096.and adjusted by the National Geodetic Survey in August 1993..
 FB3096
 FB3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3096
 FB3096.The geoid height was determined by GEOID03.
 FB3096
 FB3096.The dynamic height is computed by dividing the NAVD 88
 FB3096.geopotential number by the normal gravity value computed on the
 FB3096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3096.degrees latitude (g = 980.6199 gals.).
 FB3096
 FB3096.The modeled gravity was interpolated from observed gravity values.
 FB3096
 FB3096;                    North         East     Units Scale Factor Converg.
 FB3096;SPC SC       -   353,886.578   463,339.749   MT  1.00006925   -0 53 18.1
 FB3096;SPC SC       - 1,161,045.20  1,520,143.53   iFT  1.00006925   -0 53 18.1
 FB3096;UTM  17      - 3,875,771.611   353,795.953   MT  0.99986345   -0 55 10.5
 FB3096
 FB3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3096!SPC SC       -   0.99995802  x   1.00006925  =   1.00002727
 FB3096!UTM  17      -   0.99995802  x   0.99986345  =   0.99982148
 FB3096
 FB3096                          SUPERSEDED SURVEY CONTROL
 FB3096
 FB3096  NAD 83(1986)-  35 00 50.49390(N)    082 36 08.67136(W) AD(       ) 2
 FB3096  NAD 83(1986)-  35 00 50.49811(N)    082 36 08.67286(W) AD(       ) 2
 FB3096  NAD 27      -  35 00 50.07233(N)    082 36 09.21732(W) AD(       ) 2
 FB3096  NGVD 29 (12/12/91)  298.615  (m)          979.71   (f) ADJUSTED    1 2
 FB3096
 FB3096.Superseded values are not recommended for survey control.
 FB3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3096.See file dsdata.txt to determine how the superseded data were derived.
 FB3096
 FB3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5379675772(NAD 83)
 FB3096_MARKER: DD = SURVEY DISK
 FB3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3096_SP_SET: CONCRETE POST
 FB3096_STAMPING: AZ MK 39 004 1979
 FB3096_MARK LOGO: SCGS  
 FB3096_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3096+STABILITY: SURFACE MOTION
 FB3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3096+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 FB3096
 FB3096  HISTORY     - Date     Condition        Report By
 FB3096  HISTORY     - 1979     MONUMENTED       SCGS
 FB3096  HISTORY     - 1979     GOOD             SCGS
 FB3096  HISTORY     - 19891004 GOOD             SCGS
 FB3096  HISTORY     - 19910717 GOOD             SCGS
 FB3096  HISTORY     - 20000607 GOOD             SCGS
 FB3096
 FB3096                          STATION DESCRIPTION
 FB3096
 FB3096'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB3096'THE STATION IS LOCATED ABOUT 9-3/4 KM WEST OF MARIETTA, 1-1/2 KM
 FB3096'WEST OF GREENVILLE-PICKENS COUNTY LINE ALONG THE RIGHT-OF-WAY OF
 FB3096'STATE HIGHWAY 288.
 FB3096'
 FB3096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 288 AND
 FB3096'U.S. HIGHWAY 276 IN MARIETTA.  GO WEST ON HIGHWAY 288 FOR 8.2 KM
 FB3096'(5.1 MI) TO THE SALUDA RIVER AND GREENVILLE-PICKENS COUNTY LINE.
 FB3096'CONTINUE AHEAD ON STATE HIGHWAY FOR 1.1 KM (0.7 MI) AND THE
 FB3096'STATION ON THE RIGHT.
 FB3096'
 FB3096'THE STATION IS A STANDARD SCGS DISK
 FB3096'STAMPED---AZ MK 39 004 1979---,
 FB3096'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB3096'FLUSH WITH GROUND.  IT IS LOCATED
 FB3096'31.09 METERS WEST FROM THE CENTER OF A DRIVEWAY LEADING TO A
 FB3096'SMALL HOUSE,
 FB3096'26.82 METERS WEST-NORTHWEST FROM THE CENTER OF A DIRT ROAD,
 FB3096'4.36 METERS NORTH FROM THE CENTER OF HIGHWAY 288 AND
 FB3096'1.13 METERS SOUTH FROM A METAL WITNESS POST.
 FB3096'
 FB3096'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FB3096'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB3096
 FB3096                          STATION RECOVERY (1979)
 FB3096
 FB3096'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 FB3096'RECOVERED IN GOOD CONDITION.
 FB3096
 FB3096                          STATION RECOVERY (1989)
 FB3096
 FB3096'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3096'STATION IS LOCATED 2.9 MILES EAST NORTHEAST OF PUMPKINTOWN.
 FB3096'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3096'COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 288 AND 8 IN
 FB3096'PUMPKINTOWN, GO EAST ON HIGHWAY 288 FOR 1.7 MILES TO THE JUNCTION OF
 FB3096'STATE ROAD 47 (OOLENOY CHURCH ROAD), CONTINUE ON HIGHWAY 288 FOR 1.4
 FB3096'MILES TO THE STATION ON THE LEFT.
 FB3096'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3096'HIGHWAY, 14.7 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 FB3096'104.0 FEET WEST SOUTHWEST OF THE CENTER OF A DRIVE LEADING INTO A
 FB3096'CLEARING (BURNED HOUSE RUINS), 122.5 FEET WEST OF A POWER POLE WITH A
 FB3096'GUY WIRE, 3.9 FEET SOUTH SOUTHEAST OF A WITNESS POST.
 FB3096'RECOVERED BY B.J. MORGAN.
 FB3096
 FB3096                          STATION RECOVERY (1991)
 FB3096
 FB3096'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3096'STATION IS LOCATED 2.9 MILES (4.7 KM) EAST NORTHEAST OF PUMPKINTOWN.
 FB3096'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3096'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 FB3096'JUNCTION OF STATE HIGHWAYS 8 (PUMPKINTOWN HIGHWAY) AND 288 (TABLE
 FB3096'ROCK ROAD) IN PUMPKINTOWN, GO EAST SOUTHEAST ON HIGHWAY 8 FOR 1.7
 FB3096'MILES (2.7 KM) TO THE JUNCTION OF STATE ROAD 47 (OOLENOY CHURCH ROAD)
 FB3096', CONTINUE ON HIGHWAY 288 FOR 1.4 MILES (2.3 KM) TO THE STATION ON THE
 FB3096'LEFT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 FB3096'THE ROAD, 14.8 FEET (4.5 M) NORTH NORTHWEST OF THE CENTER OF THE
 FB3096'HIGHWAY, 105.0 FEET (32.0 M) WEST SOUTHWEST OF THE CENTER OF A DIRT
 FB3096'LOGGING ROAD LEADING NORTH, 123.0 FEET (37.5 M) WEST OF A POWER POLE
 FB3096'NUMBER 48652, 5.3 FEET (1.6 M) SOUTH SOUTHEAST OF A WITNESS POST.
 FB3096'NOTE-STATION IS INTERVISIBLE WITH STATION 39 004. RECOVERED BY C.E.
 FB3096'GEOGHEGAN.
 FB3096
 FB3096                          STATION RECOVERY (2000)
 FB3096
 FB3096'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3096'STATION IS LOCATED 5.8 MILES (9.3 KM) SOUTHWEST OF CLEVELAND, 10.7
 FB3096'NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 FB3096'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 FB3096'STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 (PUMPKINTOWN HIGHWAY)
 FB3096'AND 288 (TABLE ROCK ROAD) , 8.8 MILES (14.2 KM) NORTHEAST OF PICKENS,
 FB3096'GO EAST ON HIGHWAY 288 FOR 3.0 MILES (4.8 KM) TO THE STATION ON THE
 FB3096'LEFT IN THE SHOULDER OF THE HIGHWAY, 0.7 MILE (1.1 KM) WEST OF THE
 FB3096'COUNTY LINE/SALUDA RIVER.  STATION IS A CONCRETE POST FLUSH WITH THE
 FB3096'GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 15.0 FEET (4.6 M)
 FB3096'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 67.8 FEET (20.7 M) NORTH
 FB3096'NORTHWEST OF A POWER POLE WITH ONE GUY WIRE AND A SCGS REFERENCE
 FB3096'WASHER ATTACHED, 104.2 FEET (31.8 M) WEST SOUTHWEST OF A PAVED
 FB3096'DRIVEWAY APRON LEADING NORTH, 5.3 FEET (1.6 M) SOUTH SOUTHEAST OF A
 FB3096'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2511 ***********************************************************************
 ED2511  DESIGNATION -  39 005
 ED2511  PID         -  ED2511
 ED2511  STATE/COUNTY-  SC/PICKENS
 ED2511  USGS QUAD   -  DACUSVILLE (1983)
 ED2511
 ED2511                         *CURRENT SURVEY CONTROL
 ED2511  ___________________________________________________________________
 ED2511* NAD 83(2001)-  34 53 28.18091(N)    082 31 14.88891(W)     ADJUSTED  
 ED2511* NAVD 88     -       321.9    (meters)    1056.     (feet)  VERTCON   
 ED2511  ___________________________________________________________________
 ED2511  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 ED2511  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 ED2511
 ED2511  HORZ ORDER  -  SECOND
 ED2511
 ED2511.The horizontal coordinates were established by classical geodetic methods
 ED2511.and adjusted by the National Geodetic Survey in March 2004..
 ED2511
 ED2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2511
 ED2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2511
 ED2511.The geoid height was determined by GEOID03.
 ED2511
 ED2511;                    North         East     Units Scale Factor Converg.
 ED2511;SPC SC       -   340,144.460   470,587.236   MT  1.00002107   -0 50 35.3
 ED2511;SPC SC       - 1,115,959.51  1,543,921.38   iFT  1.00002107   -0 50 35.3
 ED2511;UTM  17      - 3,862,028.489   361,035.066   MT  0.99983801   -0 52 12.2
 ED2511
 ED2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2511!SPC SC       -   0.99995436  x   1.00002107  =   0.99997543
 ED2511!UTM  17      -   0.99995436  x   0.99983801  =   0.99979238
 ED2511
 ED2511:                Primary Azimuth Mark                     Grid Az
 ED2511:SPC SC       -  39 005 AZ MK                             050 14 11.6
 ED2511:UTM  17      -  39 005 AZ MK                             050 15 48.5
 ED2511
 ED2511|---------------------------------------------------------------------|
 ED2511| PID    Reference Object                     Distance      Geod. Az  |
 ED2511|                                                           dddmmss.s |
 ED2511| ED2507 39 005 AZ MK                        434.899 METERS 0492336.3 |
 ED2511|---------------------------------------------------------------------|
 ED2511
 ED2511                          SUPERSEDED SURVEY CONTROL
 ED2511
 ED2511  NAD 83(1986)-  34 53 28.18943(N)    082 31 14.89100(W) AD(       ) 2
 ED2511  NAD 83(1986)-  34 53 28.18947(N)    082 31 14.89355(W) AD(       ) 2
 ED2511  NAD 27      -  34 53 27.76049(N)    082 31 15.43990(W) AD(       ) 2
 ED2511  NGVD 29 (07/19/86)  322.0    (m)         1056.     (f) VERT ANG       
 ED2511
 ED2511.Superseded values are not recommended for survey control.
 ED2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2511.See file dsdata.txt to determine how the superseded data were derived.
 ED2511
 ED2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6103562028(NAD 83)
 ED2511_MARKER: DD = SURVEY DISK
 ED2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2511_SP_SET: CONCRETE POST
 ED2511_STAMPING: HORZ 39 005 1979
 ED2511_MARK LOGO: SCGS  
 ED2511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2511+STABILITY: SURFACE MOTION
 ED2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2511+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2000
 ED2511
 ED2511  HISTORY     - Date     Condition        Report By
 ED2511  HISTORY     - 1979     MONUMENTED       SCGS
 ED2511  HISTORY     - 1979     GOOD             SCGS
 ED2511  HISTORY     - 19910716 GOOD             SCGS
 ED2511  HISTORY     - 20000814 GOOD             SCGS
 ED2511
 ED2511                          STATION DESCRIPTION
 ED2511
 ED2511'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2511'THE STATION IS LOCATED 17 KM EAST OF PICKENS, 2-1/2 KM WEST OF
 ED2511'THE PICKENS-GREENVILLE COUNTY LINE, 3/4 KM NORTH OF STATE HIGHWAY 183,
 ED2511'4-3/4 KM WEST OF THE JUNCTION OF U.S. HIGHWAY 25 AND STATE HIGHWAY
 ED2511'183 AT A T-INTERSECTION.
 ED2511'
 ED2511'TO REACH THE STATION FROM THE JUNCTION ON U.S. HIGHWAY 25 AND
 ED2511'STATE HIGHWAY 183, ABOUT 6-1/2 KM (4 MI) NORTHWEST OF GREENVILLE,
 ED2511'GO WEST ON STATE HIGHWAY 183 FOR 3.4 KM (2.1 MI) TO THE PICKENS
 ED2511'COUNTY LINE (SALUDA RIVER).  CONTINUE AHEAD FOR 2.9 KM (1.8 MI)
 ED2511'TO A ROAD RIGHT.  TURN SHARP RIGHT AND GO NORTHEAST ON FARRS
 ED2511'BRIDGE ROAD FOR 0.8 KM (0.5 MI) TO A T-JUNCTION AND STATION ON
 ED2511'LEFT.
 ED2511'
 ED2511'THE STATION IS A STANDARD SCGS DISK
 ED2511'STAMPED---39 005 HORZ 1979---,
 ED2511'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2511'FLUSH WITH GROUND.  IT IS LOCATED
 ED2511'12.5 METERS SOUTHEAST FROM THE CENTER OF THE INTERSECTION OF
 ED2511'OLD FARRS BRIDGE ROAD AND AN ASPHALT ROAD RIGHT,
 ED2511'12.0 METERS SOUTH FROM THE CENTER OF THE ASPHALT ROAD,
 ED2511'8.0 METERS EAST FROM THE CENTER OF OLD FARRS BRIDGE ROAD,
 ED2511'4.37 METERS WEST-SOUTHWEST FROM TELEPHONE POLE NUMBER 8,
 ED2511'AND
 ED2511'1.27 METERS NORTH FROM THE METAL WITNESS POST.
 ED2511'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2511'STAMPED---39 005 HORZ 1979---,
 ED2511'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2511'
 ED2511'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2511'STAMPED---39 005 AZ MK 1979---,
 ED2511'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2511'FLUSH WITH GROUND.  IT IS LOCATED
 ED2511'9.6 METERS NORTH-NORTHWEST FROM THE CENTER OF OLD FARRS BRIDGE
 ED2511'ROAD,
 ED2511'2.50 METERS SOUTHEAST FROM A UTILITY POLE WITH TRANSFORMER
 ED2511'ATTACHED, AND
 ED2511'1.82 METERS NORTHWEST FROM A METAL WITNESS POST.
 ED2511'
 ED2511'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST
 ED2511'FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE LEFT.
 ED2511'
 ED2511'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2511'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2511
 ED2511                          STATION RECOVERY (1979)
 ED2511
 ED2511'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2511'RECOVERED IN GOOD CONDITION.
 ED2511
 ED2511                          STATION RECOVERY (1991)
 ED2511
 ED2511'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2511'STATION IS LOCATED 3.6 MILES (5.8 KM) SOUTHEAST OF DACUSVILLE, 6.3
 ED2511'MILES (10.1 KM) NORTHEAST OF EASLEY. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2511'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2511'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2511'25 (WHITE HORSE ROAD) AND STATE HIGHWAY 183 (FARRS BRIDGE ROAD), 4.8
 ED2511'MILES (7.7 KM) NORTHWEST OF GREENVILLE, GO NORTHWEST ON HIGHWAY 183
 ED2511'FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF STATE ROAD 205 (ALEX DRIVE)
 ED2511', CONTINUE ON HIGHWAY 183 FOR 0.75 MILE (1.21 KM) TO A CROSSROAD (OLD
 ED2511'VINLAND SCHOOL ROAD), TURN RIGHT ON OLD VINLAND SCHOOL ROAD FOR 0.55
 ED2511'MILE (0.89 KM) TO A T-ROAD (ALEX DRIVE) AND THE STATION IN THE SOUTH
 ED2511'ANGLE. STATION IS A CONCRETE POST RECESSSED 1-INCH AND 0.5 FOOT
 ED2511'(0.2 M) ABOVE THE ROADS, 32.6 FEET (9.9 M) SOUTHWEST OF THE CENTER OF
 ED2511'OLD VINLAND SCHOOL ROAD, 27.8 FEET (8.5 M) SOUTH SOUTHEAST OF THE
 ED2511'CENTER OF ALEX DRIVE, 14.3 FEET (4.4 M) WEST NORTHWEST OF A POWER
 ED2511'POLE WITH TWO GUY WIRES, 9.0 FEET (2.7 M) EAST SOUTHEAST OF A
 ED2511'CONCRETE (BO) MARKER POST, 3.9 FEET (1.2 M) NORTHEAST OF A WITNESS
 ED2511'POST. NOTE-STATION IS INTERVISIBLE WITH STATION 39 005 AZ MK.
 ED2511'RECOVERED BY C.E. GEOGHEGAN.
 ED2511
 ED2511                          STATION RECOVERY (2000)
 ED2511
 ED2511'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2511'STATION IS LOCATED 6.2 MILES (10.0 KM) NORTHEAST OF EASLEY, 10.6 EAST
 ED2511'OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 ED2511'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 ED2511'FROM THE JUNCTION OF U.S.  HIGHWAY 25 (WHITE HORSE ROAD) AND STATE
 ED2511'HIGHWAY 183 (FARRS BRIDGE ROAD) , 5.0 MILES (8.0 KM) NORTHWEST OF
 ED2511'GREENVILLE, GO NORTHWEST ON HIGHWAY 183 FOR 2.0 MILES (3.2 KM) TO THE
 ED2511'EAST END OF THE SALUDA RIVER BRIDGE AT THE PICKENS COUNTY LINE,
 ED2511'CONTINUE ON HIGHWAY 183 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF A
 ED2511'PAVED ROAD RIGHT (OLD VINLAND SCHOOL ROAD) , TURN RIGHT ON OLD VINLAND
 ED2511'SCHOOL ROAD FOR 0.55 TO THE STATION ON THE RIGHT IN THE SOUTH ANGLE OF
 ED2511'THE JUNCTION OF STATE ROAD 205 (ALEX ROAD) .  STATION IS A CONCRETE
 ED2511'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROADS,
 ED2511'14.3 FEET (4.4 M) WEST OF POWER POLE NUMBER 8 WITH TWO GUY WIRES AND A
 ED2511'SCGS REFERENCE WASHER ATTACHED, 10.0 FEET (3.0 M) SOUTHEAST OF THE
 ED2511'EAST END OF A 1.25-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVE LEADING
 ED2511'TO BRICK HOUSE NUMBER 250, 26.6 FEET (8.1 M) SOUTH SOUTHEAST OF THE
 ED2511'CENTER OF ALEX ROAD, 15.6 FEET (4.8 M) WEST SOUTHWEST OF A WITNESS
 ED2511'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2507 ***********************************************************************
 ED2507  DESIGNATION -  39 005 AZ MK
 ED2507  PID         -  ED2507
 ED2507  STATE/COUNTY-  SC/PICKENS
 ED2507  USGS QUAD   -  DACUSVILLE (1983)
 ED2507
 ED2507                         *CURRENT SURVEY CONTROL
 ED2507  ___________________________________________________________________
 ED2507* NAD 83(2001)-  34 53 37.36608(N)    082 31 01.88513(W)     ADJUSTED  
 ED2507* NAVD 88     -       309.60   (+/-2cm)    1015.7    (feet)  VERTCON   
 ED2507  ___________________________________________________________________
 ED2507  X           -     682,061.171 (meters)                     COMP
 ED2507  Y           -  -5,192,807.659 (meters)                     COMP
 ED2507  Z           -   3,628,360.921 (meters)                     COMP
 ED2507  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 ED2507  ELLIP HEIGHT-         278.43  (meters)          (03/27/03) GPS OBS
 ED2507  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 ED2507
 ED2507  HORZ ORDER  -  FIRST
 ED2507  VERT ORDER  -  THIRD ? (See Below)
 ED2507  ELLP ORDER  -  FOURTH    CLASS II
 ED2507
 ED2507.The horizontal coordinates were established by GPS observations
 ED2507.and adjusted by the National Geodetic Survey in March 2003..
 ED2507
 ED2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2507.The vertical order pertains to the NGVD 29 superseded value.
 ED2507
 ED2507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2507
 ED2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2507
 ED2507.The ellipsoidal height was determined by GPS observations
 ED2507.and is referenced to NAD 83.
 ED2507
 ED2507.The geoid height was determined by GEOID03.
 ED2507
 ED2507;                    North         East     Units Scale Factor Converg.
 ED2507;SPC SC       -   340,422.636   470,921.546   MT  1.00002202   -0 50 28.1
 ED2507;SPC SC       - 1,116,872.17  1,545,018.20   iFT  1.00002202   -0 50 28.1
 ED2507;UTM  17      - 3,862,306.456   361,369.445   MT  0.99983687   -0 52 05.0
 ED2507
 ED2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2507!SPC SC       -   0.99995630  x   1.00002202  =   0.99997832
 ED2507!UTM  17      -   0.99995630  x   0.99983687  =   0.99979317
 ED2507
 ED2507                          SUPERSEDED SURVEY CONTROL
 ED2507
 ED2507  NAD 83(1995)-  34 53 37.36717(N)    082 31 01.88538(W) AD(       ) 1
 ED2507  ELLIP H (12/20/99)  278.41   (m)                       GP(       ) 4 1
 ED2507  NAD 83(1986)-  34 53 37.37449(N)    082 31 01.88741(W) AD(       ) 1
 ED2507  NAD 83(1986)-  34 53 37.37466(N)    082 31 01.88961(W) AD(       ) 2
 ED2507  NAD 27      -  34 53 36.94601(N)    082 31 02.43661(W) AD(       ) 2
 ED2507  NGVD 29 (03/31/93)  309.68   (m)         1016.0    (f) LEVELING    3  
 ED2507
 ED2507.Superseded values are not recommended for survey control.
 ED2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2507.See file dsdata.txt to determine how the superseded data were derived.
 ED2507
 ED2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6136962306(NAD 83)
 ED2507_MARKER: DD = SURVEY DISK
 ED2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2507_SP_SET: CONCRETE POST
 ED2507_STAMPING: AZ MK 39-005 1979
 ED2507_MARK LOGO: SCGS  
 ED2507_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2507+STABILITY: SURFACE MOTION
 ED2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2507+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2000
 ED2507
 ED2507  HISTORY     - Date     Condition        Report By
 ED2507  HISTORY     - 1979     MONUMENTED       SCGS
 ED2507  HISTORY     - 1979     GOOD             SCGS
 ED2507  HISTORY     - 19910716 GOOD             SCGS
 ED2507  HISTORY     - 20000814 GOOD             SCGS
 ED2507
 ED2507                          STATION DESCRIPTION
 ED2507
 ED2507'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2507'THE STATION IS LOCATED ABOUT 17 KM EAST OF PICKENS, 2-1/2 KM WEST
 ED2507'OF THE PICKENS-GREENVILLE COUNTY LINE, 3/4 KM NORTH OF STATE HIGHWAY
 ED2507'183, 4-3/4 WEST OF THE JUNCTION OF U.S. HIGHWAY 25 AND STATE HIGHWAY
 ED2507'183, AND ON THE RIGHT-OF-WAY OF OLD FARRS BRIDGE ROAD.
 ED2507'
 ED2507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 ED2507'STATE HIGHWAY 183, ABOUT 6-1/2 KM (4 MI) NORTHWEST OF GREENVILLE,
 ED2507'GO WEST ON STATE HIGHWAY 183 FOR 3.4 KM (2.1 MI) TO THE PICKENS
 ED2507'COUNTY LINE (SALUDA RIVER).  CONTINUE AHEAD FOR 2.9 KM (1.8 MI) TO
 ED2507'A ROAD RIGHT.  TURN SHARP RIGHT, NORTHEAST, ON FARRS BRIDGE ROAD
 ED2507'FOR 0.8 KM (0.5 MI) TO A T-JUNCTION AND STATION 39 005 SCGS ON
 ED2507'LEFT, CONTINUE NORTHEAST FOR 0.5 KM (0.3 MI) TO STATION ON THE LEFT.
 ED2507'
 ED2507'THE STATION IS A STANDARD SCGS DISK
 ED2507'STAMPED---39 005 AZ MK 1979---,
 ED2507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2507'FLUSH WITH GROUND.  IT IS LOCATED
 ED2507'9.6 METERS NORTH-NORTHWEST FROM THE CENTER OF OLD FARRS BRIDGE
 ED2507'ROAD,
 ED2507'2.50 METERS SOUTHEAST FROM A UNTILITY POLE WTIH TRANSFORMER
 ED2507'ATTACHED, AND
 ED2507'1.82 METERS NORTHWEST FROM THE METAL WITNESS POST.
 ED2507'
 ED2507'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2507'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2507
 ED2507                          STATION RECOVERY (1979)
 ED2507
 ED2507'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2507'RECOVERED IN GOOD CONDITION.
 ED2507
 ED2507                          STATION RECOVERY (1991)
 ED2507
 ED2507'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2507'STATION IS LOCATED 3.6 MILES (5.8 KM) SOUTHEAST OF DACUSVILLE, 6.5
 ED2507'MILES (10.5 KM) NORTHEAST OF EASLEY. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2507'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2507'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2507'25 (WHITE HORSE ROAD) AND STATE HIGHWAY 183 (FARRS BRIDGE ROAD), 4.8
 ED2507'MILES (7.7 KM) NORTHWEST OF GREENVILLE, GO NORTHWEST ON HIGHWAY 183
 ED2507'FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF STATE ROAD 205 (ALEX DRIVE)
 ED2507', CONTINUE ON HIGHWAY 183 FOR 0.75 MILE (1.21 KM) TO A CROSSROAD (OLD
 ED2507'VINLAND SCHOOL ROAD), TURN RIGHT ON OLD VINLAND SCHOOL ROAD FOR 0.55
 ED2507'MILE (0.89 KM) TO A T-ROAD (ALEX DRIVE), TURN RIGHT ON ALEX DRIVE FOR
 ED2507'0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE WITH
 ED2507'A TRANSFORMER. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED2507'LEVEL WITH THE ROAD, 29.2 FEET (8.9 M) NORTHWEST OF THE CENTER OF
 ED2507'ALEX DRIVE, 6.8 FEET (2.1 M) WEST SOUTHWEST OF THE POWER POLE, 63.8
 ED2507'FEET (19.4 M) NORTH OF THE NORTHEAST END OF A 15-INCH CONCRETE PIPE
 ED2507'CULVERT BENEATH A GRAVEL DRIVEWAY LEADING TO A MOBILE HOME, 6.0 FEET
 ED2507'(1.8 M) NORTHEAST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE
 ED2507'WITH STATION 39 005. RECOVERED BY C.E. GEOGHEGAN.
 ED2507
 ED2507                          STATION RECOVERY (2000)
 ED2507
 ED2507'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2507'STATION IS LOCATED 6.8 MILES (10.9 KM) NORTHEAST OF EASLEY, 10.8 EAST
 ED2507'OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 ED2507'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 ED2507'FROM THE JUNCTION OF U.S.  HIGHWAY 25 (WHITE HORSE ROAD) AND STATE
 ED2507'HIGHWAY 183 (FARRS BRIDGE ROAD) , 5.0 MILES (8.0 KM) NORTHWEST OF
 ED2507'GREENVILLE, GO NORTHWEST ON HIGHWAY 183 FOR 2.0 MILES (3.2 KM) TO THE
 ED2507'EAST END OF THE SALUDA RIVER BRIDGE AT THE PICKENS COUNTY LINE,
 ED2507'CONTINUE ON HIGHWAY 183 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE
 ED2507'ROAD 205 (ALEX ROAD) , TURN RIGHT ON ROAD 205 FOR 1.3 MILES (2.1 KM)
 ED2507'TO THE STATION ON THE RIGHT NEAR A POWER POLE.  STATION IS A CONCRETE
 ED2507'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 30.1 FEET (9.2 M)
 ED2507'NORTH NORTHWEST OF THE CENTER OF ROAD 205, 6.5 FEET (2.0 M) WEST
 ED2507'SOUTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 67.0
 ED2507'FEET (20.4 M) WEST NORTHWEST OF A 1.0-FOOT PECAN TREE IN THE OPPOSING
 ED2507'ROADSIDE SHOULDER WITH A SCGS REFERENCE WASHER ATTACHED, 5.9 FEET (1.8
 ED2507'M) EAST NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2514 ***********************************************************************
 ED2514  DESIGNATION -  39 006
 ED2514  PID         -  ED2514
 ED2514  STATE/COUNTY-  SC/PICKENS
 ED2514  USGS QUAD   -  DACUSVILLE (1983)
 ED2514
 ED2514                         *CURRENT SURVEY CONTROL
 ED2514  ___________________________________________________________________
 ED2514* NAD 83(2001)-  34 56 14.28769(N)    082 34 02.33615(W)     ADJUSTED  
 ED2514* NAVD 88     -       342.005  (meters)    1122.06   (feet)  ADJUSTED  
 ED2514  ___________________________________________________________________
 ED2514  X           -     677,163.348 (meters)                     COMP
 ED2514  Y           -  -5,190,684.024 (meters)                     COMP
 ED2514  Z           -   3,632,344.963 (meters)                     COMP
 ED2514  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ED2514  ELLIP HEIGHT-         310.84  (meters)          (03/27/03) GPS OBS
 ED2514  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 ED2514  DYNAMIC HT  -         341.654 (meters)    1120.91  (feet)  COMP
 ED2514  MODELED GRAV-     979,599.5   (mgal)                       NAVD 88
 ED2514
 ED2514  HORZ ORDER  -  FIRST
 ED2514  VERT ORDER  -  FIRST     CLASS II
 ED2514  ELLP ORDER  -  FOURTH    CLASS II
 ED2514
 ED2514.The horizontal coordinates were established by GPS observations
 ED2514.and adjusted by the National Geodetic Survey in March 2003..
 ED2514
 ED2514.The orthometric height was determined by differential leveling
 ED2514.and adjusted by the National Geodetic Survey in August 1993..
 ED2514
 ED2514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2514
 ED2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2514
 ED2514.The ellipsoidal height was determined by GPS observations
 ED2514.and is referenced to NAD 83.
 ED2514
 ED2514.The geoid height was determined by GEOID03.
 ED2514
 ED2514.The dynamic height is computed by dividing the NAVD 88
 ED2514.geopotential number by the normal gravity value computed on the
 ED2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2514.degrees latitude (g = 980.6199 gals.).
 ED2514
 ED2514.The modeled gravity was interpolated from observed gravity values.
 ED2514
 ED2514;                    North         East     Units Scale Factor Converg.
 ED2514;SPC SC       -   345,326.357   466,413.537   MT  1.00003862   -0 52 08.1
 ED2514;SPC SC       - 1,132,960.49  1,530,228.14   iFT  1.00003862   -0 52 08.1
 ED2514;UTM  17      - 3,867,211.458   356,864.657   MT  0.99985251   -0 53 51.8
 ED2514
 ED2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2514!SPC SC       -   0.99995121  x   1.00003862  =   0.99998983
 ED2514!UTM  17      -   0.99995121  x   0.99985251  =   0.99980373
 ED2514
 ED2514:                Primary Azimuth Mark                     Grid Az
 ED2514:SPC SC       -  39 006 AZ MK                             017 41 37.4
 ED2514:UTM  17      -  39 006 AZ MK                             017 43 21.1
 ED2514
 ED2514|---------------------------------------------------------------------|
 ED2514| PID    Reference Object                     Distance      Geod. Az  |
 ED2514|                                                           dddmmss.s |
 ED2514| ED2508 39 006 AZ MK                        APPROX. 2.1 KM 0164929.3 |
 ED2514| ED2510 PICKENS COUNTY HENDRICKS TANK       APPROX. 3.8 KM 2301928.3 |
 ED2514|---------------------------------------------------------------------|
 ED2514
 ED2514                          SUPERSEDED SURVEY CONTROL
 ED2514
 ED2514  NAD 83(1995)-  34 56 14.28884(N)    082 34 02.33627(W) AD(       ) 1
 ED2514  ELLIP H (12/20/99)  310.82   (m)                       GP(       ) 4 1
 ED2514  NAD 83(1986)-  34 56 14.29607(N)    082 34 02.33822(W) AD(       ) 1
 ED2514  NAD 83(1986)-  34 56 14.29630(N)    082 34 02.33633(W) AD(       ) 2
 ED2514  NAD 27      -  34 56 13.86596(N)    082 34 02.87921(W) AD(       ) 2
 ED2514  NGVD 29 (12/12/91)  342.074  (m)         1122.29   (f) ADJUSTED    1 2
 ED2514
 ED2514.Superseded values are not recommended for survey control.
 ED2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2514.See file dsdata.txt to determine how the superseded data were derived.
 ED2514
 ED2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5686567211(NAD 83)
 ED2514_MARKER: DD = SURVEY DISK
 ED2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2514_SP_SET: CONCRETE POST
 ED2514_STAMPING: HORZ 39 006 1979
 ED2514_MARK LOGO: SCGS  
 ED2514_PROJECTION: FLUSH
 ED2514_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2514+STABILITY: SURFACE MOTION
 ED2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2514+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED2514
 ED2514  HISTORY     - Date     Condition        Report By
 ED2514  HISTORY     - 1979     MONUMENTED       SCGS
 ED2514  HISTORY     - 1979     GOOD             SCGS
 ED2514  HISTORY     - 19900215 GOOD             SCGS
 ED2514  HISTORY     - 19910717 GOOD             SCGS
 ED2514  HISTORY     - 19910717 GOOD             SCGS
 ED2514  HISTORY     - 19920128 GOOD
 ED2514  HISTORY     - 20000628 GOOD             SCGS
 ED2514
 ED2514                          STATION DESCRIPTION
 ED2514
 ED2514'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2514'THE STATION IS LOCATED 17-3/4 KM NORTHWEST OF DOWNTOWN GREENVILLE,
 ED2514'14-1/2 KM NORTHEAST OF PICKENS, 1-1/4 KM NORTHWEST OF
 ED2514'DACUSVILLE, 1/4 KM EAST OF SHOALS CREEK ROAD, ON THE
 ED2514'EAST SIDE OF A PRIVATE DRIVE, AND ON PROPERTY OWNED BY
 ED2514'MR. WILLIAM PONDER JR, PHONE 859-8853, WHO GRANTED
 ED2514'PERMISSION FOR THE STATION.
 ED2514'
 ED2514'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2514'25 BYPASS AND STATE HIGHWAY 186 ON THE WEST SIDE OF
 ED2514'GREENVILLE, GO WEST ON HIGHWAY 186 FOR 6.8 KM (4.2 MI)
 ED2514'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON STATE
 ED2514'ROAD S-39-162 FOR 1.9 KM (1.2 MI) TO A FORK.  KEEP THE
 ED2514'LEFT FORK FOR 3.5 KM (2.2 MI) TO THE INTERSECTION WITH
 ED2514'STATE HIGHWAY 186.  (TO REACH THE AZIMUTH MARK FROM THIS
 ED2514'POINT, TURN RIGHT AND GO NORTH ON HIGHWAY 186 FOR 2.7 KM
 ED2514'(1.7 MI) TO NINE FORKS BAPTIST CHURCH ON THE LEFT AND
 ED2514'THE AZIMUTH MARK IN THE CHURCH YARD, ON THE WEST SIDE OF
 ED2514'THE CHURCH.)  TURN LEFT AND GO WEST ON HIGHWAY 186 FOR
 ED2514'0.8 KM (0.5 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 ED2514'NORTHERLY ON SHOALS CREEK ROAD FOR 0.2 KM (0.15 MI) TO
 ED2514'A DRIVEWAY RIGHT.  TURN RIGHT PASSING THROUGH A GATE AND
 ED2514'CATTLE GUARD, FOLLOWING DRIVEWAY UPHILL FOR 0.3 KM (0.2 MI)
 ED2514'TO A CATTLE GUARD AND THE STATION ON THE RIGHT.
 ED2514'
 ED2514'THE STATION IS A STANDARD SCGS DISK
 ED2514'STAMPED---HORZ 39 006 1979---,
 ED2514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 ED2514'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 ED2514'4.4 METERS NORTHEAST FROM THE CENTER OF THE CATTLE GUARD AND
 ED2514'1.3 METERS EAST FROM A SHORT WOOD POST WITH SIGN
 ED2514'ATTACHED.
 ED2514'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2514'STAMPED---HORZ 39 006 1979---,
 ED2514'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE
 ED2514'SURFACE.
 ED2514'
 ED2514'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2514'STAMPED---AZ MK 39 006 1979---,
 ED2514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 ED2514'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 ED2514'10.55 METERS WEST FROM THE SOUTHWEST CORNER OF THE CHURCH
 ED2514'BUILDING,
 ED2514'5.8 METERS SOUTH FROM A GUYED UTILITY POLE, AND
 ED2514'2.0 METERS EAST FROM A METAL WITNESS POST.
 ED2514'
 ED2514'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS
 ED2514'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2514
 ED2514                          STATION RECOVERY (1979)
 ED2514
 ED2514'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2514'RECOVERED IN GOOD CONDITION.
 ED2514
 ED2514                          STATION RECOVERY (1990)
 ED2514
 ED2514'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED2514'STATION IS LOCATED 0.5 MILE WEST NORTHWEST OF DACUSVILLE.
 ED2514'OWNERSHIP--WILLIAM PONDER JR, ROUTE 5, BOX 299, DEER CREEK ROAD,
 ED2514'EASLEY, SC, PHONE 803-859-8853.
 ED2514'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 186 AND STATE
 ED2514'ROAD 162 (THOMAS MILL ROAD) IN DACUSVILLE, GO SOUTHWEST ON HIGHWAY
 ED2514'186 FOR 0.5 MILE TO THE JUNCTION OF STATE ROAD 177 (SHOALS CREEK
 ED2514'ROAD), TURN RIGHT ON ROAD 177 FOR 0.15 MILE TO A DRIVEWAY RIGHT, TURN
 ED2514'RIGHT ON THE DRIVEWAY OVER A CATTLE GUARD FOR 0.2 MILE TO ANOTHER
 ED2514'CATTLE GUARD AND THE STATION ON THE RIGHT UNDER A WOODEN RAIL FENCE.
 ED2514'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE
 ED2514'DRIVEWAY, 15.7 FEET NORTH NORTHEAST OF THE CENTER OF THE CATTLE
 ED2514'GUARD, 6.0 FEET SOUTHWEST OF A FENCE CORNER POST WITH A SCGS
 ED2514'REFERENCE WASHER ATTACHED, 0.7 FEET NORTHEAST OF A FENCE POST, 14.2
 ED2514'FEET NORTHEAST OF THE CENTER OF THE DRIVEWAY, 125.8 FEET EAST
 ED2514'SOUTHEAST OF A POWER POLE WITH METER NUMBER 50373 ATTACHED, 16.5 FEET
 ED2514'NORTH NORTHWEST OF A WITNESS POST.
 ED2514'DESCRIBED BY D.L. FERGUSON.
 ED2514
 ED2514                          STATION RECOVERY (1991)
 ED2514
 ED2514'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2514'RECOVERED IN GOOD CONDITION.
 ED2514
 ED2514                          STATION RECOVERY (1991)
 ED2514
 ED2514'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2514'RECOVERED AS DESCRIBED IN L252473.
 ED2514
 ED2514                          STATION RECOVERY (1992)
 ED2514
 ED2514'RECOVERED 1992
 ED2514'RECOVERED IN GOOD CONDITION.
 ED2514
 ED2514                          STATION RECOVERY (2000)
 ED2514
 ED2514'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2514'STATION IS LOCATED 8.7 MILES (14.0 KM) NORTHEAST OF PICKENS, 15.3 EAST
 ED2514'SOUTHEAST OF ROCKY BOTTOM.  OWNERSHIP--WILLIAM PONDER, ROUTE 5 BOX
 ED2514'299, DEER CREEK RD, EASLEY, SC 29640, PHONE 864-859-8853.  TO REACH
 ED2514'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 (DACUSVILLE
 ED2514'HIGHWAY) AND 186 (EARLS BRIDGE ROAD) , 7.1 MILES (11.4 KM) NORTHWEST
 ED2514'OF PICKENS, GO EAST ON HIGHWAY 186 FOR 2.4 MILES (3.9 KM) TO THE
 ED2514'JUNCTION OF STATE ROAD 177 (DEER CREEK ROAD) , TURN LEFT ON ROAD 177
 ED2514'FOR 0.15 MILE (0.24 KM) TO A DRIVE RIGHT WITH A CATTLE GUARD AND A
 ED2514'LOCKED GATE AND THE END OF VEHICLE TRAVEL, AFTER OBTAINING PERMISSION
 ED2514'AND KEY PROCEED AHEAD THROUGH THE GATE PACKING FOR APPROXIMATELY 5
 ED2514'MINUTES TO THE STATION ON THE RIGHT NEAR A SECOND CATTLE CROSSING
 ED2514'GUARD.  STATION IS A CONCRETE POST RECESSED 0.2 FEET (6.1 CM) AND
 ED2514'LEVEL WITH THE DRIVE, 14.3 FEET (4.4 M) NORTHEAST OF THE CENTER OF THE
 ED2514'DRIVE, 27.7 FEET (8.4 M) NORTHEAST OF A BELL SOUTH UNDERGROUND CABLE
 ED2514'SERVICE BOX, 15.3 FEET (4.7 M) NORTH OF THE CENTER OF THE SECOND
 ED2514'CATTLE CROSSING GUARD, 54.9 FEET (16.7 M) EAST OF THE
 ED2514'SOUTHEASTERN-MOST ONE OF TWO 0.4-FOOT APPLE TREES, 135.2 FEET (41.2 M)
 ED2514'EAST NORTHEAST OF POWER POLE NUMBER 50372 WITH TWO GUY WIRES.
 ED2514'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 39 006 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2533 ***********************************************************************
 ED2533  DESIGNATION -  39 007
 ED2533  PID         -  ED2533
 ED2533  STATE/COUNTY-  SC/PICKENS
 ED2533  USGS QUAD   -  LIBERTY (1983)
 ED2533
 ED2533                         *CURRENT SURVEY CONTROL
 ED2533  ___________________________________________________________________
 ED2533* NAD 83(2001)-  34 52 21.91285(N)    082 38 34.91202(W)     ADJUSTED  
 ED2533* NAVD 88     -       330.15   (+/-2cm)    1083.2    (feet)  VERTCON   
 ED2533  ___________________________________________________________________
 ED2533  X           -     670,826.837 (meters)                     COMP
 ED2533  Y           -  -5,195,628.844 (meters)                     COMP
 ED2533  Z           -   3,626,465.233 (meters)                     COMP
 ED2533  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 ED2533  ELLIP HEIGHT-         299.05  (meters)          (03/27/03) GPS OBS
 ED2533  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 ED2533
 ED2533  HORZ ORDER  -  FIRST
 ED2533  VERT ORDER  -  THIRD ? (See Below)
 ED2533  ELLP ORDER  -  FOURTH    CLASS II
 ED2533
 ED2533.The horizontal coordinates were established by GPS observations
 ED2533.and adjusted by the National Geodetic Survey in March 2003..
 ED2533
 ED2533.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2533.The vertical order pertains to the NGVD 29 superseded value.
 ED2533
 ED2533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2533
 ED2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2533
 ED2533.The ellipsoidal height was determined by GPS observations
 ED2533.and is referenced to NAD 83.
 ED2533
 ED2533.The geoid height was determined by GEOID03.
 ED2533
 ED2533;                    North         East     Units Scale Factor Converg.
 ED2533;SPC SC       -   338,273.567   459,383.061   MT  1.00001425   -0 54 39.2
 ED2533;SPC SC       - 1,109,821.41  1,507,162.27   iFT  1.00001425   -0 54 39.2
 ED2533;UTM  17      - 3,860,163.334   349,831.776   MT  0.99987794   -0 56 22.5
 ED2533
 ED2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2533!SPC SC       -   0.99995306  x   1.00001425  =   0.99996731
 ED2533!UTM  17      -   0.99995306  x   0.99987794  =   0.99983101
 ED2533
 ED2533|---------------------------------------------------------------------|
 ED2533| PID    Reference Object                     Distance      Geod. Az  |
 ED2533|                                                           dddmmss.s |
 ED2533| ED2546 39 007 AZ MK                        356.119 METERS 02456     |
 ED2533|---------------------------------------------------------------------|
 ED2533
 ED2533                          SUPERSEDED SURVEY CONTROL
 ED2533
 ED2533  NAD 83(1995)-  34 52 21.91348(N)    082 38 34.91209(W) AD(       ) 1
 ED2533  ELLIP H (12/20/99)  299.04   (m)                       GP(       ) 4 1
 ED2533  NAD 83(1986)-  34 52 21.92097(N)    082 38 34.91366(W) AD(       ) 1
 ED2533  NAD 83(1986)-  34 52 21.92252(N)    082 38 34.91531(W) AD(       ) 2
 ED2533  NAD 27      -  34 52 21.49757(N)    082 38 35.43512(W) AD(       ) 2
 ED2533  NGVD 29 (03/31/93)  330.21   (m)         1083.4    (f) LEVELING    3  
 ED2533
 ED2533.Superseded values are not recommended for survey control.
 ED2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2533.See file dsdata.txt to determine how the superseded data were derived.
 ED2533
 ED2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4983260163(NAD 83)
 ED2533_MARKER: DD = SURVEY DISK
 ED2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2533_SP_SET: CONCRETE POST
 ED2533_STAMPING: HORZ 39 007 1980
 ED2533_MARK LOGO: SCGS  
 ED2533_PROJECTION: FLUSH
 ED2533_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2533+STABILITY: SURFACE MOTION
 ED2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2533+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 ED2533
 ED2533  HISTORY     - Date     Condition        Report By
 ED2533  HISTORY     - 1980     MONUMENTED       SCGS
 ED2533  HISTORY     - 1980     GOOD             SCGS
 ED2533  HISTORY     - 19910807 GOOD             SCGS
 ED2533  HISTORY     - 19910807 GOOD             SCGS
 ED2533  HISTORY     - 19920128 GOOD
 ED2533
 ED2533                          STATION DESCRIPTION
 ED2533
 ED2533'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2533'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST OF
 ED2533'PICKENS, IN THE CEDAR ROCK COMMUNITY AND ON THE PROPERTY OF
 ED2533'THE CEDAR ROCK CHURCH OF GOD.
 ED2533'OWNERSHIP--CEDAR ROCK CHURCH OF GOD, CEDAR ROCK SC.
 ED2533'
 ED2533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 183
 ED2533'AND 8, ON THE EAST SIDE OF PICKENS.  GO EAST ON HIGHWAY 183 FOR
 ED2533'2.2 KM (1.4 MI) TO A FORK, THE LEFT FORK LEADS TO GLASSY MOUNTAIN
 ED2533'LOOKOUT TOWER.  TAKE THE RIGHT FORK AND CONTINUE ON HIGHWAY 183
 ED2533'FOR 3.0 KM (1.8 MI) TO A SIDE ROAD RIGHT (S-39-61).  TURN RIGHT
 ED2533'AND CONTINUE SOUTHERLY FOR 0.6 KM (0.4 MI) TO THE AZIMUTH MARK
 ED2533'ON THE RIGHT.  CONTINUE SOUTH FOR 0.3 KM (0.2 MI) TO A STOP SIGN
 ED2533'AND A FIVE-WAY INTERSECTION.  TURN SHARP RIGHT AND GO SOUTHWEST
 ED2533'ON A PAVED ROAD FOR 0.5 KM (0.3 MI) TO THE CHURCH AND THE STATION
 ED2533'ON THE LEFT.
 ED2533'
 ED2533'THE STATION IS A STANDARD SCGS DISK
 ED2533'STAMPED---HORZ 39 007 1980---,
 ED2533'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2533'FLUSH WITH GROUND.  IT IS LOCATED
 ED2533'29.0 METERS (95.0 FT) NORTH FROM A UTILITY POLE WITH OUTSIDE LIGHT,
 ED2533'25.8 METERS (84.5 FT) NORTHEAST FROM THE NORTHEAST CORNER
 ED2533'OF THE CEDAR ROCK CHURCH OF GOD,
 ED2533'10.0 METERS (33.0 FT) EAST FROM A SIGN, CEDAR ROCK CHURCH OF GOD AND
 ED2533'7.5 METERS (24.5 FT) SOUTH FROM AN ASPHALT COUNTY ROAD.
 ED2533'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2533'STAMPED---HORZ 39 007 1980---,
 ED2533'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2533'
 ED2533'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2533'STAMPED---AZ MK 39 007 1980---,
 ED2533'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2533'FLUSH WITH GROUND.  IT IS LOCATED
 ED2533'32.0 METERS (105.0 FT) SOUTHEAST FROM THE SOUTHEAST
 ED2533'CORNER OF A BRICK HOUSE,
 ED2533'29.9 METERS (98.0 FT) SOUTH FROM E.L. LITTLETON, MAILBOX,
 ED2533'8.0 METERS (26.2 FT) NORTHEAST FROM A CEDAR TREE AND
 ED2533'6.0 METERS (19.7 FT) WEST FROM THE CENTER OF
 ED2533'NORTH CEDAR ROCK ROAD (S-39-81).
 ED2533'
 ED2533'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2533'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2533
 ED2533                          STATION RECOVERY (1980)
 ED2533
 ED2533'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2533'RECOVERED IN GOOD CONDITION.
 ED2533
 ED2533                          STATION RECOVERY (1991)
 ED2533
 ED2533'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2533'STATION IS LOCATED 3.7 MILES (6.0 KM) NORTHWEST OF EASLEY, 4.7 MILES
 ED2533'(7.6 KM) EAST SOUTHEAST OF PICKENS. OWNERSHIP--CEDAR ROCK CHURCH OF
 ED2533'GOD, IRELEAND ROAD, EASLEY, SC 29640. TO REACH THE STATION FROM THE
 ED2533'JUNCTION OF STATE HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 183 (FARRS
 ED2533'BRIDGE ROAD), 3.7 MILES (6.0 KM) NORTH OF EASLEY, GO WEST ON HIGHWAY
 ED2533'183 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION OF STATE ROAD 55 (IRELAND
 ED2533'ROAD), TURN LEFT ON ROAD 55 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION
 ED2533'OF STATE ROAD 81 (ROBERT P JEANES ROAD), (ROAD 55 CHANGES TO STORE
 ED2533'ROAD), BEAR RIGHT ON IRELAND ROAD FOR 0.2 MILE (0.3 KM) TO THE CEDAR
 ED2533'ROCK CHURCH OF GOD AND THE STATION ON THE LEFT NEAR THE CHURCH SIGN.
 ED2533'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 ED2533'(0.6 M) ABOVE THE ROAD, 24.3 FEET (7.4 M) SOUTH OF THE CENTER OF THE
 ED2533'ROAD, 32.6 FEET (9.9 M) EAST OF THE SOUTH LEG OF THE SIGN, 83.8 FEET
 ED2533'(25.5 M) NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN PART OF THE
 ED2533'CHURCH, 95.1 FEET (29.0 M) NORTH NORTHWEST OF A SECURITY LIGHT POST
 ED2533'NUMBER 71617, 41.7 FEET (12.7 M) SOUTH SOUTHWEST OF THE WEST END OF A
 ED2533'15-INCH CONCRETE PIPE CULVERT BENEATH A CONCRETE DRIVEWAY TO A BRICK
 ED2533'HOUSE. RECOVERED BY C.E. GEOGHEGAN.
 ED2533
 ED2533                          STATION RECOVERY (1991)
 ED2533
 ED2533'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2533'STATION IS LOCATED 3.7 MILES (6.0 KM) NORTHWEST OF EASLEY, 4.7 MILES
 ED2533'(7.6 KM) EAST SOUTHEAST OF PICKENS. OWNERSHIP--CEDAR ROCK CHURCH OF
 ED2533'GOD, IRELEAND ROAD, EASLEY, SC 29640. TO REACH THE STATION FROM THE
 ED2533'JUNCTION OF STATE HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 183 (FARRS
 ED2533'BRIDGE ROAD), 3.7 MILES (6.0 KM) NORTH OF EASLEY, GO WEST ON HIGHWAY
 ED2533'183 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION OF STATE ROAD 55 (IRELAND
 ED2533'ROAD), TURN LEFT ON ROAD 55 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF
 ED2533'STATE ROAD 81 (ROBERT P JEANES ROAD), (ROAD 55 CHANGES TO STORE ROAD),
 ED2533'BEAR RIGHT ON IRELAND ROAD FOR 0.2 MILE (0.3 KM) TO THE CEDAR ROCK
 ED2533'CHURCH OF GOD AND THE STATION ON THE LEFT NEAR THE CHURCH SIGN.
 ED2533'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M)
 ED2533'ABOVE THE ROAD, 24.3 FEET (7.4 M) SOUTH OF THE CENTER OF THE ROAD,
 ED2533'32.6 FEET (9.9 M) EAST OF THE SOUTH LEG OF THE SIGN, 83.8 FEET (25.5
 ED2533'M) NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN PART OF THE CHURCH,
 ED2533'95.1 FEET (29.0 M) NORTH NORTHWEST OF A SECURITY LIGHT POST NUMBER
 ED2533'71617, 41.7 FEET (12.7 M) SOUTH SOUTHWEST OF THE WEST END OF A 15-INCH
 ED2533'CONCRETE PIPE CULVERT BENEATH A CONCRETE DRIVEWAY TO A BRICK HOUSE.
 ED2533'RECOVERED BY C.E. GEOGHEGAN.
 ED2533
 ED2533                          STATION RECOVERY (1992)
 ED2533
 ED2533'RECOVERED 1992
 ED2533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2546 ***********************************************************************
 ED2546  DESIGNATION -  39 007 AZ MK
 ED2546  PID         -  ED2546
 ED2546  STATE/COUNTY-  SC/PICKENS
 ED2546  USGS QUAD   -  PICKENS (1983)
 ED2546
 ED2546                         *CURRENT SURVEY CONTROL
 ED2546  ___________________________________________________________________
 ED2546* NAD 83(2001)-  34 52 32.39137(N)    082 38 28.99901(W)     ADJUSTED  
 ED2546* NAVD 88     -       325.8    (meters)    1069.     (feet)  VERTCON   
 ED2546  ___________________________________________________________________
 ED2546  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ED2546  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 ED2546
 ED2546  HORZ ORDER  -  SECOND
 ED2546
 ED2546.The horizontal coordinates were established by classical geodetic methods
 ED2546.and adjusted by the National Geodetic Survey in March 2004..
 ED2546
 ED2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2546
 ED2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2546
 ED2546.The geoid height was determined by GEOID03.
 ED2546
 ED2546;                    North         East     Units Scale Factor Converg.
 ED2546;SPC SC       -   338,594.053   459,538.346   MT  1.00001532   -0 54 35.9
 ED2546;SPC SC       - 1,110,872.88  1,507,671.74   iFT  1.00001532   -0 54 35.9
 ED2546;UTM  17      - 3,860,483.698   349,987.200   MT  0.99987736   -0 56 19.4
 ED2546
 ED2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2546!SPC SC       -   0.99995373  x   1.00001532  =   0.99996905
 ED2546!UTM  17      -   0.99995373  x   0.99987736  =   0.99983110
 ED2546
 ED2546|---------------------------------------------------------------------|
 ED2546| PID    Reference Object                     Distance      Geod. Az  |
 ED2546|                                                           dddmmss.s |
 ED2546| ED2533 39 007                              356.119 METERS 20456     |
 ED2546|---------------------------------------------------------------------|
 ED2546
 ED2546                          SUPERSEDED SURVEY CONTROL
 ED2546
 ED2546  NAD 83(1986)-  34 52 32.39940(N)    082 38 29.00065(W) AD(       ) 2
 ED2546  NAD 83(1986)-  34 52 32.40088(N)    082 38 29.00231(W) AD(       ) 2
 ED2546  NAD 27      -  34 52 31.97606(N)    082 38 29.52218(W) AD(       ) 2
 ED2546  NGVD 29 (07/19/86)  325.9    (m)         1069.     (f) VERT ANG       
 ED2546
 ED2546.Superseded values are not recommended for survey control.
 ED2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2546.See file dsdata.txt to determine how the superseded data were derived.
 ED2546
 ED2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4998760484(NAD 83)
 ED2546_MARKER: DD = SURVEY DISK
 ED2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2546_SP_SET: CONCRETE POST
 ED2546_STAMPING: AZ MK 39 007 1980
 ED2546_MARK LOGO: SCGS  
 ED2546_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2546+STABILITY: SURFACE MOTION
 ED2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2546+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1991
 ED2546
 ED2546  HISTORY     - Date     Condition        Report By
 ED2546  HISTORY     - 1980     MONUMENTED       SCGS
 ED2546  HISTORY     - 1980     GOOD             SCGS
 ED2546  HISTORY     - 19910717 GOOD             SCGS
 ED2546
 ED2546                          STATION DESCRIPTION
 ED2546
 ED2546'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2546'THE STATION IS LOCATED ABOUT 5.5 KM (3.5 MI) EAST OF PICKENS
 ED2546'IN THE CEDAR ROCK COMMUNITY.
 ED2546'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2546'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414.
 ED2546'
 ED2546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 183 AND
 ED2546'8, ON THE EAST SIDE OF PICKENS.  GO EAST ON HIGHWAY 183 FOR 2.2 KM
 ED2546'(1.4 MI) TO A FORK, THE LEFT FORK LEADS TO GLASSY MOUNTAIN
 ED2546'LOOKOUT TOWER.  TAKE THE RIGHT FORK AND CONTINUE ON 183 FOR
 ED2546'3.0 KM (1.8 MI) TO A SIDE ROAD RIGHT,
 ED2546'NORTH CEDAR ROCK ROAD (COUNTY ROAD S-39-81).  TURN RIGHT AND
 ED2546'GO SOUTHERLY FOR 0.6 KM (0.4 MI) TO THE STATION ON THE RIGHT.
 ED2546'
 ED2546'THE STATION IS A STANDARD SCGS DISK
 ED2546'STAMPED---AZ MK 39 007 1980---,
 ED2546'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2546'FLUSH WITH GROUND.  IT IS LOCATED
 ED2546'32.0 METERS (105.0 FT) SOUTHEAST FROM THE SOUTHEAST
 ED2546'CORNER OF A BRICK HOUSE,
 ED2546'29.9 METERS (98.0 FT) SOUTH FROM E.L. LITTLETON, MAILBOX,
 ED2546'8.0 METERS (26.2 FT) NORTHEAST FROM A CEDAR TREE AND
 ED2546'6.0 METERS (19.7 FT) WEST FROM THE NORTH CEDAR ROCK ROAD (S-39-81)
 ED2546'
 ED2546'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2546'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2546
 ED2546                          STATION RECOVERY (1980)
 ED2546
 ED2546'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2546'RECOVERED IN GOOD CONDITION.
 ED2546
 ED2546                          STATION RECOVERY (1991)
 ED2546
 ED2546'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2546'STATION IS LOCATED 3.8 MILES (6.1 KM) EAST OF PICKENS, 3.8 MILES
 ED2546'(6.1 KM) NORTHWEST OF EASLEY. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2546'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2546'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2546'HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 183 (FARRS BRIDGE ROAD), 3.7
 ED2546'MILES (6.0 KM) NORTH OF EASLEY, GO WEST ON HIGHWAY 183 FOR 1.6 MILES
 ED2546'(2.6 KM) TO THE JUNCTION OF STATE ROAD 55 (IRELAND ROAD), TURN LEFT
 ED2546'ON ROAD 55 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 81
 ED2546'(ROBERT P. JEANES ROAD), TURN RIGHT ON ROAD 81 FOR 0.2 MILE (0.3 KM)
 ED2546'TO THE STATION ON THE LEFT NEAR A FENCE CORNER. STATION IS A CONCRETET
 ED2546'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 18.0 FEET
 ED2546'(5.5 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 103.2 EAST
 ED2546'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 8.7 FEET (2.7 M)
 ED2546'NORTHEAST OF A BARBED WIRE FENCE CORNER POST, 25.0 FEET (7.6 M) NORTH
 ED2546'NORTHWEST OF A 28-INCH DOUBLE-TRUNKED CEDAR TREE, 34.6 FEET (10.5 M)
 ED2546'NORTHWEST OF THE SOUTHWEST END OF A 22-INCH CONCRETE PIPE CULVERT
 ED2546'BENEATH THE ROAD, 6.6 FEET (2.0 M) NORTHEAST OF A WITNESS POST.
 ED2546'RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2549 ***********************************************************************
 ED2549  DESIGNATION -  39 008
 ED2549  PID         -  ED2549
 ED2549  STATE/COUNTY-  SC/PICKENS
 ED2549  USGS QUAD   -  PICKENS (1983)
 ED2549
 ED2549                         *CURRENT SURVEY CONTROL
 ED2549  ___________________________________________________________________
 ED2549* NAD 83(2001)-  34 52 56.65632(N)    082 42 42.33729(W)     ADJUSTED  
 ED2549* NAVD 88     -       337.964  (meters)    1108.80   (feet)  ADJUSTED  
 ED2549  ___________________________________________________________________
 ED2549  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 ED2549  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ED2549  DYNAMIC HT  -         337.613 (meters)    1107.65  (feet)  COMP
 ED2549  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 ED2549
 ED2549  HORZ ORDER  -  SECOND
 ED2549  VERT ORDER  -  FIRST     CLASS II
 ED2549
 ED2549.The horizontal coordinates were established by classical geodetic methods
 ED2549.and adjusted by the National Geodetic Survey in March 2004..
 ED2549
 ED2549.The orthometric height was determined by differential leveling
 ED2549.and adjusted by the National Geodetic Survey in August 1993..
 ED2549
 ED2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2549
 ED2549.The geoid height was determined by GEOID03.
 ED2549
 ED2549.The dynamic height is computed by dividing the NAVD 88
 ED2549.geopotential number by the normal gravity value computed on the
 ED2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2549.degrees latitude (g = 980.6199 gals.).
 ED2549
 ED2549.The modeled gravity was interpolated from observed gravity values.
 ED2549
 ED2549;                    North         East     Units Scale Factor Converg.
 ED2549;SPC SC       -   339,446.087   453,117.668   MT  1.00001781   -0 56 56.4
 ED2549;SPC SC       - 1,113,668.26  1,486,606.52   iFT  1.00001781   -0 56 56.4
 ED2549;UTM  17      - 3,861,338.923   343,567.778   MT  0.99990161   -0 58 44.9
 ED2549
 ED2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2549!SPC SC       -   0.99995183  x   1.00001781  =   0.99996964
 ED2549!UTM  17      -   0.99995183  x   0.99990161  =   0.99985344
 ED2549
 ED2549:                Primary Azimuth Mark                     Grid Az
 ED2549:SPC SC       -  39 008 AZ MK                             256 14 45.6
 ED2549:UTM  17      -  39 008 AZ MK                             256 16 34.1
 ED2549
 ED2549|---------------------------------------------------------------------|
 ED2549| PID    Reference Object                     Distance      Geod. Az  |
 ED2549|                                                           dddmmss.s |
 ED2549| ED2550 39 008 AZ MK                        APPROX. 0.5 KM 2551749.2 |
 ED2549|---------------------------------------------------------------------|
 ED2549
 ED2549                          SUPERSEDED SURVEY CONTROL
 ED2549
 ED2549  NAD 83(1986)-  34 52 56.66433(N)    082 42 42.33849(W) AD(       ) 2
 ED2549  NAD 83(1986)-  34 52 56.66349(N)    082 42 42.33838(W) AD(       ) 2
 ED2549  NAD 27      -  34 52 56.24179(N)    082 42 42.85050(W) AD(       ) 2
 ED2549  NGVD 29 (12/12/91)  338.026  (m)         1109.01   (f) ADJUSTED    1 2
 ED2549
 ED2549.Superseded values are not recommended for survey control.
 ED2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2549.See file dsdata.txt to determine how the superseded data were derived.
 ED2549
 ED2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4356861339(NAD 83)
 ED2549_MARKER: DD = SURVEY DISK
 ED2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2549_SP_SET: CONCRETE POST
 ED2549_STAMPING: HORZ 39 008 1980
 ED2549_MARK LOGO: SCGS  
 ED2549_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2549+STABILITY: SURFACE MOTION
 ED2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2549+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1991
 ED2549
 ED2549  HISTORY     - Date     Condition        Report By
 ED2549  HISTORY     - 1980     MONUMENTED       SCGS
 ED2549  HISTORY     - 1980     GOOD             SCGS
 ED2549  HISTORY     - 19891002 GOOD             SCGS
 ED2549  HISTORY     - 19910717 GOOD             SCGS
 ED2549
 ED2549                          STATION DESCRIPTION
 ED2549
 ED2549'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2549'THE STATION IS LOCATED ALONG THE SOUTHSIDE OF STATE HIGHWAY
 ED2549'183 AND ON THE WEST SIDE OF PICKENS CITY LIMITS.
 ED2549'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2549'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414.
 ED2549'
 ED2549'TO REACH THE STATION FROM THE COURTHOUSE IN PICKENS.  GO WEST ON
 ED2549'MAIN STREET (STATE HIGHWAY 183) FOR 0.5 KM (0.3 MI) TO THE
 ED2549'STATION ON THE LEFT.
 ED2549'
 ED2549'THE STATION IS A STANDARD SCGS DISK
 ED2549'STAMPED---HORZ 39 008 1980---,
 ED2549'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2549'FLUSH WITH GROUND.  IT IS LOCATED
 ED2549'13.9 METERS (45.6 FT) SOUTH FROM THE CENTER OF STATE HIGHWAY 183,
 ED2549'10.5 METERS (34.4 FT) EAST FROM A UTILITY POLE,
 ED2549'1.4 METERS (4.6 FT) SOUTH FROM A CONCRETE SIDEWALK AND
 ED2549'0.9 METER (2.8 FT) NORTH FROM A METAL WITNESS POST.
 ED2549'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2549'STAMPED---HORZ 39 008 1980---,
 ED2549'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED2549'
 ED2549'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2549'STAMPED---AZ MK 39 008 1980---,
 ED2549'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2549'FLUSH WITH GROUND.  IT IS LOCATED
 ED2549'16.4 METERS (53.8 FT) SOUTH FROM THE SOUTHEAST CORNER OF
 ED2549'A SWIMMING POOL FENCE,
 ED2549'12.2 METERS (40.0 FT) NORTHWEST FROM A UTILITY POLE,
 ED2549'12.1 METERS (39.7 FT) NORTH FROM THE CENTER OF HIGHWAY 183 AND
 ED2549'1.9 METERS (6.2 FT) NORTH FROM A METAL WITNESS POST.
 ED2549'
 ED2549'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ON STATE
 ED2549'HIGHWAY 183 FOR 0.6 KM (0.35 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 ED2549'
 ED2549'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED2549'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2549
 ED2549                          STATION RECOVERY (1980)
 ED2549
 ED2549'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2549'RECOVERED IN GOOD CONDITION.
 ED2549
 ED2549                          STATION RECOVERY (1989)
 ED2549
 ED2549'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED2549'STATION IS LOCATED IN PICKENS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2549'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2549'803-737-1350.
 ED2549'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 178 AND
 ED2549'STATE HIGHWAY 183 IN PICKENS, GO WEST ON HIGHWAY 183 FOR 0.25 MILE TO
 ED2549'STATION ON THE LEFT NEAR A SIDEWALK.
 ED2549'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2549'HIGHWAY, 35.3 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE
 ED2549'HIGHWAY, 34.2 FEET WEST OF A POWER POLE WITH GUY WIRE, 2.7 FEET SOUTH
 ED2549'OF THE SOUTH EDGE OF THE SIDEWALK, 2.7 FEET NORTH OF A WITNESS POST.
 ED2549'DESCRIBED BY D.L. FERGUSON.
 ED2549
 ED2549                          STATION RECOVERY (1991)
 ED2549
 ED2549'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2550 ***********************************************************************
 ED2550  DESIGNATION -  39 008 AZ MK
 ED2550  PID         -  ED2550
 ED2550  STATE/COUNTY-  SC/PICKENS
 ED2550  USGS QUAD   -  PICKENS (1983)
 ED2550
 ED2550                         *CURRENT SURVEY CONTROL
 ED2550  ___________________________________________________________________
 ED2550* NAD 83(2001)-  34 52 52.13086(N)    082 43 03.26346(W)     ADJUSTED  
 ED2550* NAVD 88     -       329.910  (meters)    1082.38   (feet)  ADJUSTED  
 ED2550  ___________________________________________________________________
 ED2550  X           -     663,999.216 (meters)                     COMP
 ED2550  Y           -  -5,195,968.842 (meters)                     COMP
 ED2550  Z           -   3,627,229.110 (meters)                     COMP
 ED2550  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 ED2550  ELLIP HEIGHT-         298.87  (meters)          (03/27/03) GPS OBS
 ED2550  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ED2550  DYNAMIC HT  -         329.567 (meters)    1081.25  (feet)  COMP
 ED2550  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 ED2550
 ED2550  HORZ ORDER  -  FIRST
 ED2550  VERT ORDER  -  FIRST     CLASS II
 ED2550  ELLP ORDER  -  FOURTH    CLASS II
 ED2550
 ED2550.The horizontal coordinates were established by GPS observations
 ED2550.and adjusted by the National Geodetic Survey in March 2003..
 ED2550
 ED2550.The orthometric height was determined by differential leveling
 ED2550.and adjusted by the National Geodetic Survey in August 1993..
 ED2550
 ED2550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2550
 ED2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2550
 ED2550.The ellipsoidal height was determined by GPS observations
 ED2550.and is referenced to NAD 83.
 ED2550
 ED2550.The geoid height was determined by GEOID03.
 ED2550
 ED2550.The dynamic height is computed by dividing the NAVD 88
 ED2550.geopotential number by the normal gravity value computed on the
 ED2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2550.degrees latitude (g = 980.6199 gals.).
 ED2550
 ED2550.The modeled gravity was interpolated from observed gravity values.
 ED2550
 ED2550;                    North         East     Units Scale Factor Converg.
 ED2550;SPC SC       -   339,315.463   452,584.014   MT  1.00001735   -0 57 08.0
 ED2550;SPC SC       - 1,113,239.71  1,484,855.69   iFT  1.00001735   -0 57 08.0
 ED2550;UTM  17      - 3,861,208.594   343,034.116   MT  0.99990367   -0 58 56.8
 ED2550
 ED2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2550!SPC SC       -   0.99995309  x   1.00001735  =   0.99997044
 ED2550!UTM  17      -   0.99995309  x   0.99990367  =   0.99985676
 ED2550
 ED2550                          SUPERSEDED SURVEY CONTROL
 ED2550
 ED2550  NAD 83(1995)-  34 52 52.13125(N)    082 43 03.26346(W) AD(       ) 1
 ED2550  ELLIP H (12/20/99)  298.86   (m)                       GP(       ) 4 1
 ED2550  NAD 83(1986)-  34 52 52.13886(N)    082 43 03.26460(W) AD(       ) 1
 ED2550  NAD 83(1986)-  34 52 52.13795(N)    082 43 03.26436(W) AD(       ) 2
 ED2550  NAD 27      -  34 52 51.71635(N)    082 43 03.77595(W) AD(       ) 2
 ED2550  NGVD 29 (12/12/91)  329.972  (m)         1082.58   (f) ADJUSTED    1 2
 ED2550
 ED2550.Superseded values are not recommended for survey control.
 ED2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2550.See file dsdata.txt to determine how the superseded data were derived.
 ED2550
 ED2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4303461209(NAD 83)
 ED2550_MARKER: DD = SURVEY DISK
 ED2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2550_SP_SET: CONCRETE POST
 ED2550_STAMPING: AZ MK 39 008 1980
 ED2550_MARK LOGO: SCGS  
 ED2550_PROJECTION: FLUSH
 ED2550_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2550+STABILITY: SURFACE MOTION
 ED2550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2550+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 ED2550
 ED2550  HISTORY     - Date     Condition        Report By
 ED2550  HISTORY     - 1980     MONUMENTED       SCGS
 ED2550  HISTORY     - 1980     GOOD             SCGS
 ED2550  HISTORY     - 19891002 GOOD             SCGS
 ED2550  HISTORY     - 19910717 GOOD             SCGS
 ED2550  HISTORY     - 19910717 GOOD             SCGS
 ED2550  HISTORY     - 19920109 GOOD
 ED2550  HISTORY     - 20050222 GOOD             ESP
 ED2550
 ED2550                          STATION DESCRIPTION
 ED2550
 ED2550'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2550'THE STATION IS LOCATED NEAR THE CENTER OF PICKENS,
 ED2550'ABOUT 0.5 KM (0.3 MI) WEST FROM THE COURT HOUSE AND ALONG
 ED2550'THE SOUTH SIDE OF STATE HIGHWAY 183.
 ED2550'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2550'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414.
 ED2550'
 ED2550'TO REACH THE STATION FROM THE PICKENS COUNTY COURT HOUSE IN
 ED2550'PICKENS.  GO WEST ON STATE HIGHWAY 183 FOR 0.5 KM (0.3 MI) TO
 ED2550'STATION 39 008 SCGS ON LEFT NEAR THE STATE FARM INSURANCE COMPANY.
 ED2550'CONTINUE WEST ON STATE HIGHWAY 183 FOR 0.5 KM (0.3 MI) TO SARAS
 ED2550'FLOWER SHOP ON THE RIGHT. CONTINUE AHEAD ON HIGHWAY 183 FOR 0.1 KM
 ED2550'(0.05 MI) TO THE STATION ON THE RIGHT.
 ED2550'
 ED2550'THE STATION IS A STANDARD SCGS DISK
 ED2550'STAMPED---AZ MK 39 008 1980---,
 ED2550'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2550'FLUSH WITH GROUND.  IT IS LOCATED
 ED2550'16.4 METERS (53.8 FT) SOUTH FROM THE SOUTHEAST CORNER
 ED2550'OF A SWIMMING POOL FENCE,
 ED2550'12.2 METERS (40.0 FT) NORTHWEST FROM A UTILITY POLE,
 ED2550'12.1 METERS (39.7 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 183 AND
 ED2550'1.9 METERS (6.2 FT) NORTHWEST FROM A METAL WITNESS POST.
 ED2550'
 ED2550'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED2550'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2550
 ED2550                          STATION RECOVERY (1980)
 ED2550
 ED2550'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2550'RECOVERED IN GOOD CONDITION.
 ED2550
 ED2550                          STATION RECOVERY (1989)
 ED2550
 ED2550'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED2550'STATION IS LOCATED IN PICKENS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2550'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2550'803-737-1350.
 ED2550'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 178 AND
 ED2550'STATE HIGHWAY 183 IN PICKENS, GO WEST ON HIGHWAY 183 FOR 0.5 MILE TO
 ED2550'THE JUNCTION OF STATE ROAD 99 (REECE MILL ROAD), CONTINUE ON HIGHWAY
 ED2550'183 FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE WITH
 ED2550'A TRANSFORMER.
 ED2550'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 ED2550'THE HIGHWAY, 24.0 FEET NORTH OF THE CENTER OF THE WESTBOUND LANES OF
 ED2550'THE HIGHWAY, 7.2 FEET NORTHWEST OF THE POWER POLE, 54.6 FEET SOUTH OF
 ED2550'THE SOUTHEAST CORNER OF A FENCE SURROUNDING A SWIMMING POOL, 7.2 FEET
 ED2550'NORTHWEST OF A WITNESS POST.
 ED2550'DESCRIBED BY D.L. FERGUSON.
 ED2550
 ED2550                          STATION RECOVERY (1991)
 ED2550
 ED2550'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2550'RECOVERED IN GOOD CONDITION.
 ED2550
 ED2550                          STATION RECOVERY (1991)
 ED2550
 ED2550'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2550'RECOVERED AS DESCRIBED IN L252471.
 ED2550
 ED2550                          STATION RECOVERY (1992)
 ED2550
 ED2550'RECOVERED 1992
 ED2550'RECOVERED IN GOOD CONDITION.
 ED2550
 ED2550                          STATION RECOVERY (2005)
 ED2550
 ED2550'RECOVERY NOTE BY ENG SURV + PLANNING 2005 (BRM)
 ED2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2547 ***********************************************************************
 ED2547  DESIGNATION -  39 009
 ED2547  PID         -  ED2547
 ED2547  STATE/COUNTY-  SC/PICKENS
 ED2547  USGS QUAD   -  PICKENS (1983)
 ED2547
 ED2547                         *CURRENT SURVEY CONTROL
 ED2547  ___________________________________________________________________
 ED2547* NAD 83(2001)-  34 56 43.44680(N)    082 39 36.80349(W)     ADJUSTED  
 ED2547* NAVD 88     -       383.36   (+/-2cm)    1257.7    (feet)  VERTCON   
 ED2547  ___________________________________________________________________
 ED2547  X           -     668,684.130 (meters)                     COMP
 ED2547  Y           -  -5,191,298.487 (meters)                     COMP
 ED2547  Z           -   3,633,105.344 (meters)                     COMP
 ED2547  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 ED2547  ELLIP HEIGHT-         352.29  (meters)          (03/27/03) GPS OBS
 ED2547  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 ED2547
 ED2547  HORZ ORDER  -  THIRD
 ED2547  VERT ORDER  -  THIRD ? (See Below)
 ED2547  ELLP ORDER  -  FOURTH    CLASS II
 ED2547
 ED2547.The horizontal coordinates were established by classical geodetic methods
 ED2547.and adjusted by the National Geodetic Survey in March 2003..
 ED2547
 ED2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2547.The vertical order pertains to the NGVD 29 superseded value.
 ED2547
 ED2547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2547
 ED2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2547
 ED2547.The ellipsoidal height was determined by GPS observations
 ED2547.and is referenced to NAD 83.
 ED2547
 ED2547.The geoid height was determined by GEOID03.
 ED2547
 ED2547;                    North         East     Units Scale Factor Converg.
 ED2547;SPC SC       -   346,357.397   457,940.851   MT  1.00004177   -0 55 13.5
 ED2547;SPC SC       - 1,136,343.17  1,502,430.61   iFT  1.00004177   -0 55 13.5
 ED2547;UTM  17      - 3,868,246.720   348,393.969   MT  0.99988328   -0 57 04.1
 ED2547
 ED2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2547!SPC SC       -   0.99994470  x   1.00004177  =   0.99998647
 ED2547!UTM  17      -   0.99994470  x   0.99988328  =   0.99982799
 ED2547
 ED2547:                Primary Azimuth Mark                     Grid Az
 ED2547:SPC SC       -  39 009 AZ MK                             302 30 46.5
 ED2547:UTM  17      -  39 009 AZ MK                             302 32 37.1
 ED2547
 ED2547|---------------------------------------------------------------------|
 ED2547| PID    Reference Object                     Distance      Geod. Az  |
 ED2547|                                                           dddmmss.s |
 ED2547| ED2548 39 009 AZ MK                        APPROX. 0.9 KM 3013533.0 |
 ED2547|---------------------------------------------------------------------|
 ED2547
 ED2547                          SUPERSEDED SURVEY CONTROL
 ED2547
 ED2547  NAD 83(1995)-  34 56 43.44756(N)    082 39 36.80351(W) AD(       ) 2
 ED2547  ELLIP H (12/20/99)  352.27   (m)                       GP(       ) 4 1
 ED2547  NAD 83(1986)-  34 56 43.45527(N)    082 39 36.80502(W) AD(       ) 2
 ED2547  NAD 27      -  34 56 43.03598(N)    082 39 37.32418(W) AD(       ) 2
 ED2547  NGVD 29 (03/31/93)  383.42   (m)         1257.9    (f) LEVELING    3  
 ED2547
 ED2547.Superseded values are not recommended for survey control.
 ED2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2547.See file dsdata.txt to determine how the superseded data were derived.
 ED2547
 ED2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4839468247(NAD 83)
 ED2547_MARKER: DD = SURVEY DISK
 ED2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2547_SP_SET: CONCRETE POST
 ED2547_STAMPING: HORZ 39 009 1980
 ED2547_MARK LOGO: SCGS  
 ED2547_PROJECTION: FLUSH
 ED2547_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2547+STABILITY: SURFACE MOTION
 ED2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2547+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1992
 ED2547
 ED2547  HISTORY     - Date     Condition        Report By
 ED2547  HISTORY     - 1980     MONUMENTED       SCGS
 ED2547  HISTORY     - 1980     GOOD             SCGS
 ED2547  HISTORY     - 19910717 GOOD             SCGS
 ED2547  HISTORY     - 19910717 GOOD             SCGS
 ED2547  HISTORY     - 19920106 GOOD
 ED2547
 ED2547                          STATION DESCRIPTION
 ED2547
 ED2547'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2547'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTHEAST OF PICKENS,
 ED2547'4.8 KM (3 MI) NORTH OF GLASSY MOUNTAIN, 2.8 KM (1.8 MI)
 ED2547'NORTH-NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 8 AND 186
 ED2547'AND ON A LOW BARE KNOLL IN THE YARD OF ROBERT WIMPEY.
 ED2547'OWNERSHIP--MR ROBERT WIMPEY, ROUTE 1, PICKENS SC 29671.
 ED2547'
 ED2547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8
 ED2547'AND 186, WHICH IS ABOUT 6.4 KM (4 MI) NORTHEAST OF PICKENS.
 ED2547'GO NORTH ON STATE HIGHWAY 8 FOR 0.6 KM (0.4 MI) TO THE
 ED2547'GRIFFIN BAPTIST CHURCH ON THE LEFT.  CONTINUE AHEAD FOR 1.9 KM
 ED2547'(1.2 MI) TO A PAVED ROAD RIGHT.  (TO REACH THE AZIMUTH FROM
 ED2547'HERE, CONTINUE ON STATE HIGHWAY 8 FOR 0.5 KM (0.3 ,MI)
 ED2547'TO TATER HILL MOUNTAIN ROAD ON THE LEFT.  CONTINUE AHEAD FOR
 ED2547'0.2 KM (0.1 MI) TO THE MARK ON LEFT).  TURN RIGHT ON COUNTY
 ED2547'ROAD S-39-109 (AT A SIGN FAIRVIEW BAPTIST CHURCH) AND GO
 ED2547'FOR 0.8 KM (0.5 MI) TO A NARROW PAVED CROSSROAD.  TURN RIGHT AND
 ED2547'GO SOUTH ON COUNTY ROAD S-39-75 FOR 0.8 KM (0.5 MI) TO THE TOP OF
 ED2547'GRADE AND A GRAVEL ROAD LEFT.  TURN SHARP LEFT AND GO NORTH
 ED2547'UPHILL FOR 0.1 KM (0.05 MI) TO THE END OF ROAD AT A HOUSE
 ED2547'AND THE STATION ON RIGHT.
 ED2547'
 ED2547'THE STATION IS A STANDARD SCGS DISK
 ED2547'STAMPED---HORZ 39 009 1980---,
 ED2547'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2547'FLUSH WITH GROUND.  IT IS LOCATED
 ED2547'10.5 METERS (34.5 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 ED2547'OF A FRAME HOUSE,
 ED2547'7.0 METERS (23.0 FT) EAST FROM THE APPROXIMATE CENTER OF A
 ED2547'DRIVEWAY AND
 ED2547'5.2 METERS (17.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 ED2547'ROAD.
 ED2547'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2547'STAMPED---HORZ 39 009 1980---,
 ED2547'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2547'
 ED2547'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2547'STAMPED---AZ MK 39 009 1980---,
 ED2547'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2547'FLUSH WITH GROUND.  IT IS LOCATED
 ED2547'36.6 METERS (120.0 FT) SOUTH FROM THE W.F. NEALY DRIVEWAY,
 ED2547'30.5 METERS (100.0 FT) NORTHWEST FROM A SMALL FRAME HOUSE ACROSS
 ED2547'THE ROAD,
 ED2547'7.8 METERS (25.5 FT) WEST FROM THE APPROXIMATE CENTER OF THE
 ED2547'HIGHWAY AND
 ED2547'2.4 METERS (8.0 FT) SOUTHWEST FROM THE SOUTH END OF A V-SHAPED
 ED2547'CULVERT.
 ED2547'
 ED2547'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2547'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2547
 ED2547                          STATION RECOVERY (1980)
 ED2547
 ED2547'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2547'RECOVERED IN GOOD CONDITION.
 ED2547
 ED2547                          STATION RECOVERY (1991)
 ED2547
 ED2547'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2547'STATION IS LOCATED 5.05 MILES (8.13 KM) NORTHEAST OF PICKENS, 3.95
 ED2547'MILES (6.36 KM) SOUTH OF PUMPKINTOWN.  OWNERSHIP--MR. ROBERT WIMPEY,
 ED2547'128 WIMPEY DRIVE, PICKENS, SC 29671, PHONE 803-878-9970.  NOTE-CALL
 ED2547'BEFORE OBSERVATIONS. TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2547'HIGHWAYS 8 (PUMPKINTOWN ROAD) AND 186 (EARLS BRIDGE ROAD), 3.4 MILES
 ED2547'(5.5 KM) NORTHEAST OF PICKENS, GO NORTH NORTHEAST ON HIGHWAY 8 FOR
 ED2547'1.5 MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD 109 (CONNALLY ROAD),
 ED2547'TURN RIGHT ON ROAD 109 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE
 ED2547'ROAD 75 (WASH LESLEY ROAD), TURN RIGHT ON ROAD 75 FOR 0.4 MILE
 ED2547'(0.6 KM) TO A GRAVEL ROAD LEFT (WIMPEY DRIVE), TURN LEFT ON WIMPEY
 ED2547'DRIVE FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT IN THE BACK
 ED2547'YARD OF A SHINGLE-SIDED HOUSE (OWNERS RESIDENCE). STATION IS A
 ED2547'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE
 ED2547'DRIVEWAY, 17.3 FEET (5.3 M) SOUTH OF THE CENTER OF THE DRIVEWAY
 ED2547'(LEADING TO A BARN), 51.7 FEET (15.8 M) SOUTH SOUTHEAST OF AN 18-INCH
 ED2547'WALNUT TREE, 7.0 FEET (2.1 M) NORTH NORTHEAST OF A GALVANIZED PIPE
 ED2547'PROJECTING 3-FEET, 34.2 FEET (10.4 M) NORTH NORTHEAST OF THE
 ED2547'NORTHEAST CORNER OF THE HOUSE. RECOVERED BY C.E. GEOGHEGAN.
 ED2547
 ED2547                          STATION RECOVERY (1991)
 ED2547
 ED2547'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2547'STATION IS LOCATED 5.05 MILES (8.13 KM) NORTHEAST OF PICKENS, 3.95
 ED2547'MILES (6.36 KM) SOUTH OF PUMPKINTOWN.  OWNERSHIP--MR. ROBERT WIMPEY,
 ED2547'128 WIMPEY DRIVE, PICKENS, SC 29671, PHONE 803-878-9970.  NOTE-CALL
 ED2547'BEFORE OBSERVATIONS. TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2547'HIGHWAYS 8 (PUMPKINTOWN ROAD) AND 186 (EARLS BRIDGE ROAD), 3.4 MILES
 ED2547'(5.5 KM) NORTHEAST OF PICKENS, GO NORTH NORTHEAST ON HIGHWAY 8 FOR 1.5
 ED2547'MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD 109 (CONNALLY ROAD), TURN
 ED2547'RIGHT ON ROAD 109 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD
 ED2547'75 (WASH LESLEY ROAD), TURN RIGHT ON ROAD 75 FOR 0.4 MILE (0.6 KM) TO
 ED2547'A GRAVEL ROAD LEFT (WIMPEY DRIVE), TURN LEFT ON WIMPEY DRIVE FOR 0.1
 ED2547'MILE (0.2 KM) TO THE STATION ON THE RIGHT IN THE BACK YARD OF A
 ED2547'SHINGLE-SIDED HOUSE (OWNERS RESIDENCE). STATION IS A CONCRETE POST
 ED2547'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE DRIVEWAY, 17.3
 ED2547'FEET (5.3 M) SOUTH OF THE CENTER OF THE DRIVEWAY (LEADING TO A BARN),
 ED2547'51.7 FEET (15.8 M) SOUTH SOUTHEAST OF AN 18-INCH WALNUT TREE, 7.0 FEET
 ED2547'(2.1 M) NORTH NORTHEAST OF A GALVANIZED PIPE PROJECTING 3-FEET, 34.2
 ED2547'FEET (10.4 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 ED2547'RECOVERED BY C.E. GEOGHEGAN.
 ED2547
 ED2547                          STATION RECOVERY (1992)
 ED2547
 ED2547'RECOVERED 1992
 ED2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2548 ***********************************************************************
 ED2548  DESIGNATION -  39 009 AZ MK
 ED2548  PID         -  ED2548
 ED2548  STATE/COUNTY-  SC/PICKENS
 ED2548  USGS QUAD   -  PICKENS (1983)
 ED2548
 ED2548                         *CURRENT SURVEY CONTROL
 ED2548  ___________________________________________________________________
 ED2548* NAD 83(2001)-  34 56 57.92467(N)    082 40 05.39559(W)     ADJUSTED  
 ED2548* NAVD 88     -       349.2    (meters)    1146.     (feet)  VERTCON   
 ED2548  ___________________________________________________________________
 ED2548  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 ED2548  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 ED2548
 ED2548  HORZ ORDER  -  SECOND
 ED2548
 ED2548.The horizontal coordinates were established by classical geodetic methods
 ED2548.and adjusted by the National Geodetic Survey in March 2004..
 ED2548
 ED2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2548
 ED2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2548
 ED2548.The geoid height was determined by GEOID03.
 ED2548
 ED2548;                    North         East     Units Scale Factor Converg.
 ED2548;SPC SC       -   346,815.199   457,222.601   MT  1.00004334   -0 55 29.4
 ED2548;SPC SC       - 1,137,845.14  1,500,074.15   iFT  1.00004334   -0 55 29.4
 ED2548;UTM  17      - 3,868,704.836   347,676.079   MT  0.99988597   -0 57 20.9
 ED2548
 ED2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2548!SPC SC       -   0.99995006  x   1.00004334  =   0.99999340
 ED2548!UTM  17      -   0.99995006  x   0.99988597  =   0.99983603
 ED2548
 ED2548                          SUPERSEDED SURVEY CONTROL
 ED2548
 ED2548  NAD 83(1986)-  34 56 57.93274(N)    082 40 05.39639(W) AD(       ) 2
 ED2548  NAD 27      -  34 56 57.51316(N)    082 40 05.91516(W) AD(       ) 2
 ED2548  NGVD 29 (07/19/86)  349.3    (m)         1146.     (f) VERT ANG       
 ED2548
 ED2548.Superseded values are not recommended for survey control.
 ED2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2548.See file dsdata.txt to determine how the superseded data were derived.
 ED2548
 ED2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4767668705(NAD 83)
 ED2548_MARKER: DD = SURVEY DISK
 ED2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2548_SP_SET: CONCRETE POST
 ED2548_STAMPING: AZ MK 39 009 1980
 ED2548_MARK LOGO: SCGS  
 ED2548_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2548+STABILITY: SURFACE MOTION
 ED2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2548+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1991
 ED2548
 ED2548  HISTORY     - Date     Condition        Report By
 ED2548  HISTORY     - 1980     MONUMENTED       SCGS
 ED2548  HISTORY     - 1980     GOOD             SCGS
 ED2548  HISTORY     - 19910717 GOOD             SCGS
 ED2548
 ED2548                          STATION DESCRIPTION
 ED2548
 ED2548'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2548'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTHEAST OF PICKENS,
 ED2548'5 KM (3 MI) NORTH OF GLASSY MOUNTAIN, 3 KM (1.7 MI)
 ED2548'NORTH-NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 ED2548'8 AND 186, ON A LOW BARE KNOLL, IN THE SIDE YARD ADJACENT
 ED2548'TO THE HOUSE OF ROBERT WIMPEY.
 ED2548'OWNERSHIP--W F NEALY, ROUTE 1 BOX 250,
 ED2548'PICKENS SC 29671, PHONE 803-878-6616.
 ED2548'
 ED2548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 ED2548'186, WHICH IS ABOUT 4.7 KM (3 MI) NORTHEAST OF PICKENS.  GO
 ED2548'NORTH ON HIGHWAY 8 FOR 6.4 KM (4.0 MI) TO THE GRIFFIN BAPTIST
 ED2548'CHURCH ON THE LEFT.  CONTINUE AHEAD FOR 1.9 KM (1.2 MI) TO A
 ED2548'PAVED ROAD BEARING RIGHT.  CONTINUE ON HIGHWAY 8 FOR 0.5 KM
 ED2548'(0.3 MI) TO TATER HILL MOUNTAIN ROAD ON THE LEFT.  CONTINUE
 ED2548'AHEAD FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT.
 ED2548'
 ED2548'THE STATION IS A STANDARD SCGS DISK
 ED2548'STAMPED---AZ MK 39 009 1980---,
 ED2548'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2548'FLUSH WITH GROUND.  IT IS LOCATED
 ED2548'35.8 METERS (117.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A
 ED2548'DRIVEWAY LEADING TO A BRICK HOUSE,
 ED2548'6.6 METERS (21.7 FT) NORTHWEST FROM THE CENTER OF HIGHWAY 8 AND
 ED2548'1.7 METERS (5.7 FT) SOUTH-SOUTHWEST FROM A CEMENT CULVERT.
 ED2548'
 ED2548'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED2548'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2548
 ED2548                          STATION RECOVERY (1980)
 ED2548
 ED2548'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2548'RECOVERED IN GOOD CONDITION.
 ED2548
 ED2548                          STATION RECOVERY (1991)
 ED2548
 ED2548'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2548'STATION IS LOCATED 5.05 MILES (8.13 KM) NORTHEAST OF PICKENS, 3.95
 ED2548'MILES (6.36 KM) SOUTH OF PUMPKINTOWN. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2548'PRECONSTRUCTION, P.O BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8
 ED2548'(PUMPKINTOWN ROAD) AND 186 (EARLS BRIDGE ROAD), 3.4 MILES (5.5 KM)
 ED2548'NORTHEAST OF PICKENS, GO NORTH NORTHEAST ON HIGHWAY 8 FOR 1.5 MILES
 ED2548'(2.4 KM) TO THE JUNCTION OF STATE ROAD 109 (CONNALLY ROAD), CONTINUE
 ED2548'ON HIGHWAY 8 FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE LEFT NEAR
 ED2548'A V-SHAPED HEADWALL OF A PIPE CULVERT BENEATH THE HIGHWAY. STATION IS
 ED2548'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 ED2548'20.9 FEET (6.4 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 10.8 FEET
 ED2548'(3.3 M) SOUTHWEST OF THE NORTH CORNER OF THE MAIN PART OF THE
 ED2548'HEADWALL, 152.5 FEET (46.5 M) SOUTH OF THE SOUTH CORNER OF THE PORCH
 ED2548'OF A BRICK HOUSE, 146.8 FEET (44.7 M) EAST NORTHEAST OF THE EAST
 ED2548'CORNER OF A VINYL-SIDED HOUSE. RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2535 ***********************************************************************
 ED2535  DESIGNATION -  39 010
 ED2535  PID         -  ED2535
 ED2535  STATE/COUNTY-  SC/PICKENS
 ED2535  USGS QUAD   -  LIBERTY (1983)
 ED2535
 ED2535                         *CURRENT SURVEY CONTROL
 ED2535  ___________________________________________________________________
 ED2535* NAD 83(2001)-  34 45 04.18909(N)    082 39 32.91881(W)     ADJUSTED  
 ED2535* NAVD 88     -       313.0    (meters)    1027.     (feet)  GPS OBS   
 ED2535  ___________________________________________________________________
 ED2535  X           -     670,347.846 (meters)                     COMP
 ED2535  Y           -  -5,203,441.230 (meters)                     COMP
 ED2535  Z           -   3,615,380.265 (meters)                     COMP
 ED2535  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ED2535  ELLIP HEIGHT-         282.02  (meters)          (03/27/03) GPS OBS
 ED2535  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 ED2535
 ED2535  HORZ ORDER  -  FIRST
 ED2535  ELLP ORDER  -  FOURTH    CLASS II
 ED2535
 ED2535.The horizontal coordinates were established by GPS observations
 ED2535.and adjusted by the National Geodetic Survey in March 2003..
 ED2535
 ED2535.The orthometric height was determined by GPS observations and a
 ED2535.high-resolution geoid model.
 ED2535
 ED2535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2535
 ED2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2535
 ED2535.The ellipsoidal height was determined by GPS observations
 ED2535.and is referenced to NAD 83.
 ED2535
 ED2535.The geoid height was determined by GEOID03.
 ED2535
 ED2535;                    North         East     Units Scale Factor Converg.
 ED2535;SPC SC       -   324,810.101   457,693.489   MT  0.99997183   -0 55 11.4
 ED2535;SPC SC       - 1,065,649.94  1,501,619.06   iFT  0.99997183   -0 55 11.4
 ED2535;UTM  17      - 3,846,702.179   348,135.956   MT  0.99988426   -0 56 45.3
 ED2535
 ED2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2535!SPC SC       -   0.99995573  x   0.99997183  =   0.99992756
 ED2535!UTM  17      -   0.99995573  x   0.99988426  =   0.99984000
 ED2535
 ED2535:                Primary Azimuth Mark                     Grid Az
 ED2535:SPC SC       -  39 010 AZ MK PTA                         087 22 53.5
 ED2535:UTM  17      -  39 010 AZ MK PTA                         087 24 27.4
 ED2535
 ED2535|---------------------------------------------------------------------|
 ED2535| PID    Reference Object                     Distance      Geod. Az  |
 ED2535|                                                           dddmmss.s |
 ED2535| ED2541 39 010 AZ MK PTA                    450.288 METERS 0862742.1 |
 ED2535| ED2540 39 010 AZ MK                        455.781 METERS 0862739.7 |
 ED2535|---------------------------------------------------------------------|
 ED2535
 ED2535                          SUPERSEDED SURVEY CONTROL
 ED2535
 ED2535  NAD 83(1995)-  34 45 04.18906(N)    082 39 32.91884(W) AD(       ) 1
 ED2535  ELLIP H (12/20/99)  282.02   (m)                       GP(       ) 4 1
 ED2535  NAD 83(1986)-  34 45 04.19707(N)    082 39 32.91955(W) AD(       ) 1
 ED2535  NAD 83(1986)-  34 45 04.19526(N)    082 39 32.92295(W) AD(       ) 2
 ED2535  NAD 27      -  34 45 03.77618(N)    082 39 33.41402(W) AD(       ) 2
 ED2535  NGVD 29 (03/31/93)  313.06   (m)         1027.1    (f) LEVELING    3  
 ED2535
 ED2535.Superseded values are not recommended for survey control.
 ED2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2535.See file dsdata.txt to determine how the superseded data were derived.
 ED2535
 ED2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4813646702(NAD 83)
 ED2535_MARKER: DD = SURVEY DISK
 ED2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2535_SP_SET: CONCRETE POST
 ED2535_STAMPING: HORZ 39 010 1980
 ED2535_MARK LOGO: SCGS  
 ED2535_PROJECTION: FLUSH
 ED2535_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2535+STABILITY: SURFACE MOTION
 ED2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2535+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1992
 ED2535
 ED2535  HISTORY     - Date     Condition        Report By
 ED2535  HISTORY     - 1980     MONUMENTED       SCGS
 ED2535  HISTORY     - 1980     GOOD             SCGS
 ED2535  HISTORY     - 19910807 GOOD             SCGS
 ED2535  HISTORY     - 19910807 GOOD             SCGS
 ED2535  HISTORY     - 19921101 GOOD             NGS
 ED2535
 ED2535                          STATION DESCRIPTION
 ED2535
 ED2535'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2535'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHWEST OF EASLEY,
 ED2535'5 KM (3 MI) SOUTHEAST OF LIBERTY, 0.5 KM (0.2 MI) NORTH
 ED2535'OF THE JUNCTION OF U.S. HIGHWAY 178 AND STATE HIGHWAY
 ED2535'135 AND ON THE GROUNDS OF THE FLAT ROCK CHURCH.
 ED2535'OWNERSHIP--MR RALPH FINLEY, DEACON OF THE CHURCH,
 ED2535'ROUTE 1 BOX 25, EASLEY SC 29640, PHONE 803-859-6692.
 ED2535'
 ED2535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND
 ED2535'STATE HIGHWAY 135, AT THE SOUTH EDGE OF EASLEY.  GO SOUTH ON
 ED2535'HIGHWAY 135 FOR 0.7 KM (0.45 MI) TO ITS JUNCTION WITH STATE
 ED2535'HIGHWAY 8.  CONTINUE SOUTHWEST ON HIGHWAY 135 FOR 3.9 KM (2.4 MI)
 ED2535'TO A ROAD LEFT AT THE MOUNT CALVARY WESLEYAN CHURCH.  CONTINUE
 ED2535'AHEAD FOR 4.8 KM (3.0 MI) TO A NARROW PAVED ROAD RIGHT AND THE
 ED2535'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON HIGHWAY 135 FOR
 ED2535'0.6 KM (0.35 MI) TO A PAVED CROSSROAD.  TURN SHARP RIGHT FOR
 ED2535'0.2 KM (0.1 MI) TO THE EAST ENTRANCE TO THE CHURCH.  TURN
 ED2535'RIGHT ON A PAVED ROAD LEADING TO CHURCH PARKING LOT ON
 ED2535'THE EAST SIDE OF CHURCH AND STATION ON THE RIGHT.
 ED2535'
 ED2535'THE STATION IS A STANDARD SCGS DISK
 ED2535'STAMPED---HORZ 39 010 1980---,
 ED2535'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2535'FLUSH WITH GROUND.  IT IS LOCATED
 ED2535'21.4 METERS (70.1 FT) SOUTH FROM THE SOUTH CORNER OF A
 ED2535'WING OF THE CHURCH,
 ED2535'16.3 (53.6 FT) METERS WEST FROM A 25 CM OAK TREE AND
 ED2535'7.7 METERS (25.3 FT) SOUTHEAST FROM THE CENTERLINE OF PARKING LOT.
 ED2535'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2535'STAMPED---HORZ 39 010 1980---,
 ED2535'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2535'
 ED2535'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2535'STAMPED---AZ MK 39 010 1980---,
 ED2535'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2535'FLUSH WITH GROUND.  IT IS LOCATED
 ED2535'9.8 METERS (32.0 FT) NORTHWEST FROM THE CENTER OF PAVED ROAD,
 ED2535'8.8 METERS (28.7 FT) SOUTHWEST FROM THE CENTER OF A
 ED2535'NARROW PAVED ROAD,
 ED2535'6.9 METERS (22.6 FT) NORTHEAST FROM A DRIVEWAY LEADING TO A HOUSE AND
 ED2535'3.4 METERS (11.2 FT) SOUTH FROM A POWERLINE POLE WITH TRANSFORMER.
 ED2535'
 ED2535'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED2535'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2535
 ED2535                          STATION RECOVERY (1980)
 ED2535
 ED2535'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2535'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTHEAST OF LIBERTY, 6.35 MILES
 ED2535'(10.22 KM) SOUTHWEST OF EASLEY.  OWNERSHIP--FLAT ROCK BAPTIST CHURCH,
 ED2535'115 SLAB BRIDGE ROAD, LIBERTY, SC 29657, PHONE 803-843-6009.
 ED2535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (MOOREFIELD
 ED2535'MEMORIAL HIGHWAY) AND STATE HIGHWAY 135 (ANDERSON HIGHWAY), 3.35
 ED2535'MILES (5.39 KM) SOUTHEAST OF LIBERTY, GO NORTH ON HIGHWAY 178 FOR
 ED2535'0.45 MILE (0.72 KM) TO A REVERSE FORK RIGHT (SLAB BRIDGE ROAD), TURN
 ED2535'RIGHT ON SLAB BRIDGE ROAD FOR 0.1 MILE (0.2 KM) TO THE ENTRANCE TO
 ED2535'FLAT ROCK BAPTIST CHURCH ON THE LEFT, TURN LEFT ON THE ENTRANCE DRIVE
 ED2535'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR THE EDGE OF
 ED2535'THE DRIVE.
 ED2535'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2535'PARKING LOT, 107.0 FEET (32.6 M) SOUTHEAST OF THE SOUTHWEST CORNER OF
 ED2535'THE MAIN PART OF THE CHURCH, 104.8 FEET (31.9 M) NORTHEAST OF THE
 ED2535'SOUTHEAST CORNER OF THE WING OF THE CHURCH, 53.5 FEET (16.3 M) WEST
 ED2535'NORTHWEST OF A 20-INCH WATER OAK TREE, 195.0 FEET (59.4 M) WEST
 ED2535'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING BEHIND THE
 ED2535'CHURCH.
 ED2535'NOTE--STATION IS INTERVISIBLE WITH STATION 39 010 AZ MK.
 ED2535'RECOVERED BY C.E. GEOGHEGAN.
 ED2535
 ED2535                          STATION RECOVERY (1991)
 ED2535
 ED2535'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2535'RECOVERED IN GOOD CONDITION.
 ED2535
 ED2535                          STATION RECOVERY (1991)
 ED2535
 ED2535'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2535'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTHEAST OF LIBERTY, 6.35 MILES
 ED2535'(10.22 KM) SOUTHWEST OF EASLEY. OWNERSHIP--FLAT ROCK BAPTIST CHURCH,
 ED2535'115 SLAB BRIDGE ROAD, LIBERTY, SC 29657, PHONE 803-843-6009. TO REACH
 ED2535'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (MOOREFIELD MEMORIAL
 ED2535'HIGHWAY) AND STATE HIGHWAY 135 (ANDERSON HIGHWAY), 3.35 MILES (5.39
 ED2535'KM) SOUTHEAST OF LIBERTY, GO NORTH ON HIGHWAY 178 FOR 0.45 MILE (0.72
 ED2535'KM) TO A REVERSE FORK RIGHT (SLAB BRIDGE ROAD), TURN RIGHT ON SLAB
 ED2535'BRIDGE ROAD FOR 0.1 MILE (0.2 KM) TO THE ENTRANCE TO FLAT ROCK BAPTIST
 ED2535'CHURCH ON THE LEFT, TURN LEFT ON THE ENTRANCE DRIVE FOR 0.05 MILE
 ED2535'(0.08 KM) TO THE STATION ON THE RIGHT NEAR THE EDGE OF THE DRIVE.
 ED2535'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2535'PARKING LOT, 107.0 FEET (32.6 M) SOUTHEAST OF THE SOUTHWEST CORNER OF
 ED2535'THE MAIN PART OF THE CHURCH, 104.8 FEET (31.9 M) NORTHEAST OF THE
 ED2535'SOUTHEAST CORNER OF THE WING OF THE CHURCH, 53.5 FEET (16.3 M) WEST
 ED2535'NORTHWEST OF A 20-INCH WATER OAK TREE, 195.0 FEET (59.4 M) WEST
 ED2535'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING BEHIND THE
 ED2535'CHURCH. NOTE-STATION IS INTERVISIBLE WITH STATION 39 010 AZ MK.
 ED2535'RECOVERED BY C.E. GEOGHEGAN.
 ED2535
 ED2535                          STATION RECOVERY (1992)
 ED2535
 ED2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2540 ***********************************************************************
 ED2540  DESIGNATION -  39 010 AZ MK
 ED2540  PID         -  ED2540
 ED2540  STATE/COUNTY-  SC/PICKENS
 ED2540  USGS QUAD   -  LIBERTY (1983)
 ED2540
 ED2540                         *CURRENT SURVEY CONTROL
 ED2540  ___________________________________________________________________
 ED2540* NAD 83(2001)-  34 45 05.10171(N)    082 39 15.03303(W)     ADJUSTED  
 ED2540* NAVD 88     -       299.6    (meters)     983.     (feet)  VERTCON   
 ED2540  ___________________________________________________________________
 ED2540  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 ED2540  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 ED2540
 ED2540  HORZ ORDER  -  SECOND
 ED2540
 ED2540.The horizontal coordinates were established by classical geodetic methods
 ED2540.and adjusted by the National Geodetic Survey in March 2004..
 ED2540
 ED2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2540
 ED2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2540
 ED2540.The geoid height was determined by GEOID03.
 ED2540
 ED2540;                    North         East     Units Scale Factor Converg.
 ED2540;SPC SC       -   324,830.927   458,148.781   MT  0.99997192   -0 55 01.5
 ED2540;SPC SC       - 1,065,718.26  1,503,112.80   iFT  0.99997192   -0 55 01.5
 ED2540;UTM  17      - 3,846,722.797   348,591.217   MT  0.99988256   -0 56 35.1
 ED2540
 ED2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2540!SPC SC       -   0.99995783  x   0.99997192  =   0.99992975
 ED2540!UTM  17      -   0.99995783  x   0.99988256  =   0.99984040
 ED2540
 ED2540                          SUPERSEDED SURVEY CONTROL
 ED2540
 ED2540  NAD 83(1986)-  34 45 05.10977(N)    082 39 15.03371(W) AD(       ) 2
 ED2540  NAD 83(1986)-  34 45 05.10799(N)    082 39 15.03674(W) AD(       ) 2
 ED2540  NAD 27      -  34 45 04.68883(N)    082 39 15.52830(W) AD(       ) 2
 ED2540  NGVD 29 (07/19/86)  299.7    (m)          983.     (f) VERT ANG       
 ED2540
 ED2540.Superseded values are not recommended for survey control.
 ED2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2540.See file dsdata.txt to determine how the superseded data were derived.
 ED2540
 ED2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4859146723(NAD 83)
 ED2540_MARKER: DD = SURVEY DISK
 ED2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2540_SP_SET: CONCRETE POST
 ED2540_STAMPING: AZ MK 39 010 1980
 ED2540_MARK LOGO: SCGS  
 ED2540_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2540+STABILITY: SURFACE MOTION
 ED2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2540+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1991
 ED2540
 ED2540  HISTORY     - Date     Condition        Report By
 ED2540  HISTORY     - 1980     MONUMENTED       SCGS
 ED2540  HISTORY     - 1980     GOOD             SCGS
 ED2540  HISTORY     - 19910807 GOOD             SCGS
 ED2540
 ED2540                          STATION DESCRIPTION
 ED2540
 ED2540'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2540'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHWEST OF EASLEY,
 ED2540'5 KM (3 MI) SOUTHEAST OF LIBERTY, 0.5 KM (0.2 MI) NORTH
 ED2540'OF THE JUNCTION OF U.S. HIGHWAY 178 AND STATE HIGHWAY
 ED2540'135 AND ON HIGHWAY RIGHT-OF-WAY.  AT ROCK THE BAPTIST CHURCH.
 ED2540'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2540'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2540'
 ED2540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND
 ED2540'STATE HIGHWAY 135 AT THE SOUTH EDGE OF EASLEY.  GO SOUTH ON
 ED2540'HIGHWAY 135 FOR 0.7 KM (0.45 MI) TO ITS JUNCTION WITH STATE
 ED2540'HIGHWAY 8.  CONTINUE SOUTHWEST ON HIGHWAY 135 FOR 3.9 KM (2.4 MI)
 ED2540'TO A ROAD LEFT AT THE MOUNT CALVARY WESLEYAN CHURCH.  CONTINUE
 ED2540'AHEAD FOR 4.8 KM (3.0 MI) TO A NARROW PAVED ROAD RIGHT AND THE
 ED2540'STATION ON THE RIGHT.
 ED2540'
 ED2540'THE STATION IS A STANDARD SCGS DISK
 ED2540'STAMPED---AZ MK 39 010 1980---,
 ED2540'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2540'FLUSH WITH GROUND.  IT IS LOCATED
 ED2540'9.8 METERS (32.0 FT) NORTHWEST FROM THE CENTER OF A PAVED ROAD,
 ED2540'8.8 METERS (28.7 FT) SOUTHEAST FROM THE CENTER OF NARROW PAVED ROAD,
 ED2540'6.9 METERS (22.6 FT) NORTHEAST FROM A DRIVEWAY LEADING TO A HOUSE AND
 ED2540'3.4 METERS (11.2 FT) SOUTH FROM A POWERLINE POLE WITH TRANSFORMER.
 ED2540'
 ED2540'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2540'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2540
 ED2540                          STATION RECOVERY (1980)
 ED2540
 ED2540'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2540'RECOVERED IN GOOD CONDITION.
 ED2540
 ED2540                          STATION RECOVERY (1991)
 ED2540
 ED2540'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2540'STATION IS LOCATED 3.25 MILES (5.23 KM) SOUTHEAST OF LIBERTY, 6.2
 ED2540'MILES (10.0 KM) SOUTHWEST OF EASLEY. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2540'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2540'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED2540'178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE HIGHWAY 135 (ANDERSON
 ED2540'HIGHWAY), 3.35 MILES (5.39 KM) SOUTHEAST OF LIBERTY, GO NORTHEAST ON
 ED2540'HIGHWAY 135 FOR 0.55 MILE (0.89 KM) TO A ROAD LEFT (FLAT ROCK CHURCH
 ED2540'ROAD) AND THE STATION IN THE NORTHWEST ANGLE. STATION IS A CONCRETE
 ED2540'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 29.6 FEET
 ED2540'(9.0 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 27.8 FEET
 ED2540'(8.5 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 11.2 FEET (3.4 M)
 ED2540'NORTHEAST OF A POWER POLE NUMBER 34 WITH 5 GUY WIRES AND A
 ED2540'TRANSFORMER, 12.6 FEET (3.8 M) WEST OF THE SOUTHWEST END OF A 15-INCH
 ED2540'CONCRETE PIPE CULVERT BENEATH THE ROAD, 84.9 FEET (25.9 M) WEST
 ED2540'NORTHWEST OF A FIRE HYDRANT, 12.5 FEET (3.8 M) WEST OF A WITNESS
 ED2540'POST. NOTE-STATION IS INTERVISIBLE WITH STATION 39 010. RECOVERED BY
 ED2540'C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2659 ***********************************************************************
 ED2659  DESIGNATION -  39 011
 ED2659  PID         -  ED2659
 ED2659  STATE/COUNTY-  SC/PICKENS
 ED2659  USGS QUAD   -  SIX MILE (1980)
 ED2659
 ED2659                         *CURRENT SURVEY CONTROL
 ED2659  ___________________________________________________________________
 ED2659* NAD 83(2001)-  34 46 52.32834(N)    082 49 30.73182(W)     ADJUSTED  
 ED2659* NAVD 88     -       309.192  (meters)    1014.41   (feet)  ADJUSTED  
 ED2659  ___________________________________________________________________
 ED2659  X           -     655,026.294 (meters)                     COMP
 ED2659  Y           -  -5,203,473.707 (meters)                     COMP
 ED2659  Z           -   3,618,115.722 (meters)                     COMP
 ED2659  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 ED2659  ELLIP HEIGHT-         278.22  (meters)          (03/27/03) GPS OBS
 ED2659  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED2659  DYNAMIC HT  -         308.870 (meters)    1013.35  (feet)  COMP
 ED2659  MODELED GRAV-     979,585.9   (mgal)                       NAVD 88
 ED2659
 ED2659  HORZ ORDER  -  SECOND
 ED2659  VERT ORDER  -  FIRST     CLASS II
 ED2659  ELLP ORDER  -  FOURTH    CLASS II
 ED2659
 ED2659.The horizontal coordinates were established by classical geodetic methods
 ED2659.and adjusted by the National Geodetic Survey in March 2003..
 ED2659
 ED2659.The orthometric height was determined by differential leveling
 ED2659.and adjusted by the National Geodetic Survey in August 1993..
 ED2659
 ED2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2659
 ED2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2659
 ED2659.The ellipsoidal height was determined by GPS observations
 ED2659.and is referenced to NAD 83.
 ED2659
 ED2659.The geoid height was determined by GEOID03.
 ED2659
 ED2659.The dynamic height is computed by dividing the NAVD 88
 ED2659.geopotential number by the normal gravity value computed on the
 ED2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2659.degrees latitude (g = 980.6199 gals.).
 ED2659
 ED2659.The modeled gravity was interpolated from observed gravity values.
 ED2659
 ED2659;                    North         East     Units Scale Factor Converg.
 ED2659;SPC SC       -   328,398.182   442,549.942   MT  0.99998189   -1 00 42.8
 ED2659;SPC SC       - 1,077,421.86  1,451,935.51   iFT  0.99998189   -1 00 42.8
 ED2659;UTM  17      - 3,850,297.378   332,995.110   MT  0.99994376   -1 02 29.1
 ED2659
 ED2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2659!SPC SC       -   0.99995633  x   0.99998189  =   0.99993822
 ED2659!UTM  17      -   0.99995633  x   0.99994376  =   0.99990009
 ED2659
 ED2659:                Primary Azimuth Mark                     Grid Az
 ED2659:SPC SC       -  39 011 AZ MK                             193 08 29.3
 ED2659:UTM  17      -  39 011 AZ MK                             193 10 15.6
 ED2659
 ED2659|---------------------------------------------------------------------|
 ED2659| PID    Reference Object                     Distance      Geod. Az  |
 ED2659|                                                           dddmmss.s |
 ED2659| ED2660 39 011 AZ MK                        APPROX. 1.3 KM 1920746.5 |
 ED2659|---------------------------------------------------------------------|
 ED2659
 ED2659                          SUPERSEDED SURVEY CONTROL
 ED2659
 ED2659  NAD 83(1995)-  34 46 52.32781(N)    082 49 30.73176(W) AD(       ) 2
 ED2659  ELLIP H (12/20/99)  278.20   (m)                       GP(       ) 4 1
 ED2659  NAD 83(1986)-  34 46 52.33542(N)    082 49 30.72998(W) AD(       ) 2
 ED2659  NAD 27      -  34 46 51.94727(N)    082 49 31.21238(W) AD(       ) 2
 ED2659  NGVD 29 (12/12/91)  309.250  (m)         1014.60   (f) ADJUSTED    1 2
 ED2659
 ED2659.Superseded values are not recommended for survey control.
 ED2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2659.See file dsdata.txt to determine how the superseded data were derived.
 ED2659
 ED2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3299550297(NAD 83)
 ED2659_MARKER: DD = SURVEY DISK
 ED2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2659_SP_SET: CONCRETE POST
 ED2659_STAMPING: HORZ 39 011 1980
 ED2659_MARK LOGO: SCGS  
 ED2659_PROJECTION: FLUSH
 ED2659_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2659+STABILITY: SURFACE MOTION
 ED2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2659+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED2659
 ED2659  HISTORY     - Date     Condition        Report By
 ED2659  HISTORY     - 1980     MONUMENTED       SCGS
 ED2659  HISTORY     - 1980     GOOD             SCGS
 ED2659  HISTORY     - 19891003 GOOD             SCGS
 ED2659  HISTORY     - 19910806 GOOD             SCGS
 ED2659  HISTORY     - 19910806 GOOD             SCGS
 ED2659  HISTORY     - 19920121 GOOD
 ED2659  HISTORY     - 20060318 GOOD             USPSQD
 ED2659
 ED2659                          STATION DESCRIPTION
 ED2659
 ED2659'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2659'THE STATION IS LOCATED ABOUT
 ED2659'34 KM (21.2 MI) NORTHWEST OF ANDERSON,
 ED2659'22 KM (13.7 MI) WEST SOUTHWEST OF EASLEY,
 ED2659'2.2 KM (1.5 MI) SOUTH OF SIX MILE,
 ED2659'ALONG THE EAST SIDE OF STATE HIGHWAY 133
 ED2659'AND IN THE LAWN OF HOWARD PITTS WATCH REPAIR.
 ED2659'OWNERSHIP--ELOISE PITTS, ROUTE 2 BOX 267,
 ED2659'CENTRAL SC 29630, PHONE 803-868-9761.
 ED2659'
 ED2659'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 133 AND
 ED2659'137, AT THE SOUTH END OF SIX MILE.  GO SOUTH ON STATE HIGHWAY 133
 ED2659'FOR 0.8 KM (0.5 MI) TO A PAVED SIDE ROAD LEFT (S-39-337).
 ED2659'CONTINUE SOUTH ON STATE HIGHWAY 133 FOR 1.4 KM (0.85 MI) TO A
 ED2659'REVERSE FORK RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 133 FOR 0.2
 ED2659'KM (0.15 MI) TO THE STATION ON THE LEFT.
 ED2659'
 ED2659'THE STATION IS A STANDARD SCGS DISK
 ED2659'STAMPED---HORZ 39 011 1980---,
 ED2659'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2659'FLUSH WITH GROUND.  IT IS LOCATED
 ED2659'26.8 METERS (87.9 FT) WEST FROM THE SOUTHWEST CORNER
 ED2659'RED BRICK HOUSE,
 ED2659'7.5 METERS (24.6 FT) EAST FROM THE CENTERLINE OF STATE HIGHWAY 133,
 ED2659'4.7 METERS (15.4 FT) NORTH FROM A DIRT DRIVEWAY AND
 ED2659'1.9 METERS (6.1 FT) SOUTHEAST FROM A METAL WITNESS POST.
 ED2659'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2659'STAMPED---HORZ 39 011 1980---,
 ED2659'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED2659'
 ED2659'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2659'STAMPED---AZ MK 39 011 1980---,
 ED2659'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2659'FLUSH WITH GROUND.  IT IS LOCATED
 ED2659'16.8 METERS (55.1 FT) NORTH FROM THE CENTER OF A PAVED ROAD,
 ED2659'11.6 METERS (38.1 FT) SOUTH FROM A POWER-POLE,
 ED2659'8.9 METERS (29.2 FT) WEST FROM THE CENTERLINE OF STATE
 ED2659'HIGHWAY 133 AND
 ED2659'1.2 METERS (3.9 FT) EAST FROM A METAL WITNESS POST.
 ED2659'
 ED2659'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON STATE
 ED2659'HIGHWAY 133 FOR 1.4 KM (0.85 MI) TO A PAVED SIDE ROAD RIGHT AND
 ED2659'THE AZIMUTH MARK ON THE RIGHT.
 ED2659'
 ED2659'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2659'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2659
 ED2659                          STATION RECOVERY (1980)
 ED2659
 ED2659'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2659'RECOVERED IN GOOD CONDITION.
 ED2659
 ED2659                          STATION RECOVERY (1989)
 ED2659
 ED2659'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED2659'STATION IS LOCATED 1.8 MILES SOUTH OF SIX MILE.  OWNERSHIP--ELOISE
 ED2659'PITTS, ROUTE 2, BOX 267, CENTRAL, SC 29630, PHONE 803-868-9761.
 ED2659'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 133 AND
 ED2659'137 IN SIX MILE, GO SOUTH ON HIGHWAY 133 FOR 1.45 MILES TO THE
 ED2659'JUNCTION OF STATE ROAD 101 (KNOLLVIEW ROAD), CONTINUE ON HIGHWAY 133
 ED2659'FOR 0.05 MILE TO THE STATION ON THE LEFT IN THE FRONT YARD OF A BRICK
 ED2659'HOUSE.
 ED2659'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2659'HIGHWAY, 88.2 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 25.0
 ED2659'FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 15.8 FEET NORTH OF
 ED2659'THE CENTER OF THE SOUTH PAVED DRIVE TO THE HOUSE, 6.1 FEET SOUTH OF A
 ED2659'WITNESS POST.
 ED2659'RECOVERED BY D.L. FERGUSON.
 ED2659
 ED2659                          STATION RECOVERY (1991)
 ED2659
 ED2659'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2659'RECOVERED IN GOOD CONDITION.
 ED2659
 ED2659                          STATION RECOVERY (1991)
 ED2659
 ED2659'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2659'RECOVERED AS DESCRIBED.
 ED2659
 ED2659                          STATION RECOVERY (1992)
 ED2659
 ED2659'RECOVERED 1992
 ED2659'RECOVERED IN GOOD CONDITION.
 ED2659
 ED2659                          STATION RECOVERY (2006)
 ED2659
 ED2659'RECOVERY NOTE BY US POWER SQUADRON 2006 (WTH)
 ED2659'NO WITNESS POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2660 ***********************************************************************
 ED2660  DESIGNATION -  39 011 AZ MK
 ED2660  PID         -  ED2660
 ED2660  STATE/COUNTY-  SC/PICKENS
 ED2660  USGS QUAD   -  SIX MILE (1980)
 ED2660
 ED2660                         *CURRENT SURVEY CONTROL
 ED2660  ___________________________________________________________________
 ED2660* NAD 83(2001)-  34 46 11.83335(N)    082 49 41.27882(W)     ADJUSTED  
 ED2660* NAVD 88     -       304.596  (meters)     999.33   (feet)  ADJUSTED  
 ED2660  ___________________________________________________________________
 ED2660  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ED2660  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED2660  DYNAMIC HT  -         304.279 (meters)     998.29  (feet)  COMP
 ED2660  MODELED GRAV-     979,586.5   (mgal)                       NAVD 88
 ED2660
 ED2660  HORZ ORDER  -  SECOND
 ED2660  VERT ORDER  -  FIRST     CLASS II
 ED2660
 ED2660.The horizontal coordinates were established by classical geodetic methods
 ED2660.and adjusted by the National Geodetic Survey in March 2004..
 ED2660
 ED2660.The orthometric height was determined by differential leveling
 ED2660.and adjusted by the National Geodetic Survey in August 1993..
 ED2660
 ED2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2660
 ED2660.The geoid height was determined by GEOID03.
 ED2660
 ED2660.The dynamic height is computed by dividing the NAVD 88
 ED2660.geopotential number by the normal gravity value computed on the
 ED2660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2660.degrees latitude (g = 980.6199 gals.).
 ED2660
 ED2660.The modeled gravity was interpolated from observed gravity values.
 ED2660
 ED2660;                    North         East     Units Scale Factor Converg.
 ED2660;SPC SC       -   327,155.260   442,259.757   MT  0.99997809   -1 00 48.7
 ED2660;SPC SC       - 1,073,344.03  1,450,983.45   iFT  0.99997809   -1 00 48.7
 ED2660;UTM  17      - 3,849,054.650   332,704.298   MT  0.99994496   -1 02 34.1
 ED2660
 ED2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2660!SPC SC       -   0.99995705  x   0.99997809  =   0.99993514
 ED2660!UTM  17      -   0.99995705  x   0.99994496  =   0.99990201
 ED2660
 ED2660:                Primary Azimuth Mark                     Grid Az
 ED2660:SPC SC       -  39 011                                   013 08 29.1
 ED2660:UTM  17      -  39 011                                   013 10 14.5
 ED2660
 ED2660|---------------------------------------------------------------------|
 ED2660| PID    Reference Object                     Distance      Geod. Az  |
 ED2660|                                                           dddmmss.s |
 ED2660| ED2659 39 011                              APPROX. 1.3 KM 0120740.4 |
 ED2660|---------------------------------------------------------------------|
 ED2660
 ED2660                          SUPERSEDED SURVEY CONTROL
 ED2660
 ED2660  NAD 83(1986)-  34 46 11.84033(N)    082 49 41.27670(W) AD(       ) 2
 ED2660  NAD 27      -  34 46 11.45176(N)    082 49 41.76165(W) AD(       ) 2
 ED2660  NGVD 29 (12/12/91)  304.655  (m)          999.52   (f) ADJUSTED    1 2
 ED2660
 ED2660.Superseded values are not recommended for survey control.
 ED2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2660.See file dsdata.txt to determine how the superseded data were derived.
 ED2660
 ED2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3270449055(NAD 83)
 ED2660_MARKER: DD = SURVEY DISK
 ED2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2660_SP_SET: CONCRETE POST
 ED2660_STAMPING: AZ MK 39 011 1980
 ED2660_MARK LOGO: SCGS  
 ED2660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2660+STABILITY: SURFACE MOTION
 ED2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2660+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 ED2660
 ED2660  HISTORY     - Date     Condition        Report By
 ED2660  HISTORY     - 1980     MONUMENTED       SCGS
 ED2660  HISTORY     - 1980     GOOD             SCGS
 ED2660  HISTORY     - 19891003 GOOD             SCGS
 ED2660  HISTORY     - 19910806 GOOD             SCGS
 ED2660
 ED2660                          STATION DESCRIPTION
 ED2660
 ED2660'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2660'THE STATION IS LOCATED ABOUT
 ED2660'34 KM (21.2 MI) NORTHWEST OF ANDERSON,
 ED2660'22 KM (13.7 MI) WEST-SOUTHWEST OF EASLEY,
 ED2660'4 KM (2.5 MI) SOUTH OF SIX MILE,
 ED2660'ALONG THE WEST SIDE OF STATE HIGHWAY 133 AND
 ED2660'AT THE JUNCTION OF A PAVED SIDE ROAD RIGHT.
 ED2660'OWNERSHIP--MR RALPH CHASTEEN, ROUTE 2 BOX 259,
 ED2660'CENTRAL SC 29630, PHONE 803-868-9690.
 ED2660'
 ED2660'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 133 AND
 ED2660'137 AT THE SOUTH END OF SIX MILE.  GO SOUTH ON STATE HIGHWAY 133
 ED2660'FOR 0.8 KM (0.5 MI) TO A PAVED SIDE ROAD LEFT (S-39-337).
 ED2660'CONTINUE SOUTH ON STATE HIGHWAY 133 FOR 1.4 KM (0.85 MI) TO A
 ED2660'REVERSE FORK RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 133 FOR
 ED2660'0.2 KM (0.15 MI) TO STATION 39 011 SCGS ON THE LEFT.  CONTINUE
 ED2660'SOUTH ON STATE HIGHWAY 133 FOR 1.4 KM (0.85 MI) TO A PAVED
 ED2660'SIDE ROAD RIGHT AND STATION ON THE RIGHT.
 ED2660'
 ED2660'THE STATION IS A STANDARD SCGS DISK
 ED2660'STAMPED---AZ MK 39 011 1980---,
 ED2660'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2660'FLUSH WITH GROUND.  IT IS LOCATED
 ED2660'16.8 METERS (55.1 FT) NORTH FROM THE CENTER OF A PAVED ROAD,
 ED2660'11.6 METERS (38.1 FT) SOUTH FROM A POWER-POLE,
 ED2660'8.9 METERS (29.2 FT) WEST FROM THE CENTERLINE OF STATE
 ED2660'HIGHWAY 133 AND
 ED2660'1.20 METERS (3.9 FT) EAST FROM A METAL WITNESS POST.
 ED2660'
 ED2660'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2660'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2660
 ED2660                          STATION RECOVERY (1980)
 ED2660
 ED2660'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2660'RECOVERED IN GOOD CONDITION.
 ED2660
 ED2660                          STATION RECOVERY (1989)
 ED2660
 ED2660'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED2660'STATION IS LOCATED 2.6 MILES SOUTH SOUTHWEST OF SIX MILE.
 ED2660'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2660'COLUMBIA, SC 29202, PHONE-803-737-1350.
 ED2660'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 133 AND
 ED2660'137 IN SIX MILE, GO SOUTH ON HIGHWAY 133 FOR 1.45 MILES TO THE
 ED2660'JUNCTION OF STATE ROAD 101 (KNOLLVIEW ROAD), CONTINUE ON HIGHWAY 133
 ED2660'FOR 0.85 MILE TO THE JUNCTION OF ARCHERY CLUB ROAD AND THE STATION IN
 ED2660'THE NORTHWEST ANGLE.
 ED2660'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2660'HIGHWAY, 56.0 FEET WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 29.0
 ED2660'FEET NORTH NORTHEAST OF THE CENTER OF THE ROAD, 38.1 FEET SOUTH OF A
 ED2660'POWER POLE WITH TWO GUY WIRES, 4.0 FEET EAST SOUTHEAST OF A WITNESS
 ED2660'POST.
 ED2660'RECOVERED BY D.L. FERGUSON.
 ED2660
 ED2660                          STATION RECOVERY (1991)
 ED2660
 ED2660'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2539 ***********************************************************************
 ED2539  DESIGNATION -  39 012
 ED2539  PID         -  ED2539
 ED2539  STATE/COUNTY-  SC/PICKENS
 ED2539  USGS QUAD   -  LIBERTY (1983)
 ED2539
 ED2539                         *CURRENT SURVEY CONTROL
 ED2539  ___________________________________________________________________
 ED2539* NAD 83(2001)-  34 49 11.61687(N)    082 41 55.68483(W)     ADJUSTED  
 ED2539* NAVD 88     -       324.6    (meters)    1065.     (feet)  VERTCON   
 ED2539  ___________________________________________________________________
 ED2539  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 ED2539  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED2539
 ED2539  HORZ ORDER  -  SECOND
 ED2539
 ED2539.The horizontal coordinates were established by classical geodetic methods
 ED2539.and adjusted by the National Geodetic Survey in March 2004..
 ED2539
 ED2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2539
 ED2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2539
 ED2539.The geoid height was determined by GEOID03.
 ED2539
 ED2539;                    North         East     Units Scale Factor Converg.
 ED2539;SPC SC       -   332,492.601   454,188.234   MT  0.99999525   -0 56 30.5
 ED2539;SPC SC       - 1,090,854.99  1,490,118.88   iFT  0.99999525   -0 56 30.5
 ED2539;UTM  17      - 3,854,385.633   344,634.678   MT  0.99989751   -0 58 12.7
 ED2539
 ED2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2539!SPC SC       -   0.99995391  x   0.99999525  =   0.99994916
 ED2539!UTM  17      -   0.99995391  x   0.99989751  =   0.99985143
 ED2539
 ED2539:                Primary Azimuth Mark                     Grid Az
 ED2539:SPC SC       -  39 012 AZ MK                             039 04 41.1
 ED2539:UTM  17      -  39 012 AZ MK                             039 06 23.3
 ED2539
 ED2539|---------------------------------------------------------------------|
 ED2539| PID    Reference Object                     Distance      Geod. Az  |
 ED2539|                                                           dddmmss.s |
 ED2539| ED2538 39 012 AZ MK                        411.764 METERS 0380810.6 |
 ED2539| ED2521 EASLEY WATER WORKS TANK             APPROX. 9.9 KM 0783702.7 |
 ED2539| ED2523 EASLEY N MUN TANK                   APPROX. 8.4 KM 0804802.9 |
 ED2539|---------------------------------------------------------------------|
 ED2539
 ED2539                          SUPERSEDED SURVEY CONTROL
 ED2539
 ED2539  NAD 83(1986)-  34 49 11.62567(N)    082 41 55.68483(W) AD(       ) 2
 ED2539  NAD 83(1986)-  34 49 11.62373(N)    082 41 55.67048(W) AD(       ) 2
 ED2539  NAD 27      -  34 49 11.20988(N)    082 41 56.17648(W) AD(       ) 2
 ED2539  NGVD 29 (07/19/86)  324.7    (m)         1065.     (f) VERT ANG       
 ED2539
 ED2539.Superseded values are not recommended for survey control.
 ED2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2539.See file dsdata.txt to determine how the superseded data were derived.
 ED2539
 ED2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4463554386(NAD 83)
 ED2539_MARKER: DD = SURVEY DISK
 ED2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2539_SP_SET: CONCRETE POST
 ED2539_STAMPING: HORZ 39 012 1980
 ED2539_MARK LOGO: SCGS  
 ED2539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2539+STABILITY: SURFACE MOTION
 ED2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2539+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1991
 ED2539
 ED2539  HISTORY     - Date     Condition        Report By
 ED2539  HISTORY     - 1980     MONUMENTED       SCGS
 ED2539  HISTORY     - 1980     GOOD             SCGS
 ED2539  HISTORY     - 19910716 GOOD             SCGS
 ED2539
 ED2539                          STATION DESCRIPTION
 ED2539
 ED2539'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2539'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) WEST FROM EASLEY, 7 KM
 ED2539'(4.4 MI) SOUTH FROM PICKENS, 3.5 KM (2.2 MI) NORTH FROM LIBERTY,
 ED2539'150 METERS (492.0 FT) WEST FROM U.S. HIGHWAY 178 AND IN A
 ED2539'LAWN ALONG A
 ED2539'BARBED WIRE FENCE AND ON THE PROPERTY OF MR. HAGWOOD WATSON,
 ED2539'WHO LIVES AT THE STATION SITE.
 ED2539'OWNERSHIP--MR. HAGWOOD WATSON, ROUTE 3 BOX 439A, LIBERTY
 ED2539'SC, PHONE 803-758-3414.
 ED2539'
 ED2539'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND
 ED2539'STATE HIGHWAY 93 IN LIBERTY, GO NORTH ON U.S. HIGHWAY 178 FOR
 ED2539'3.0 KM (1.85 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  CONTINUE
 ED2539'NORTHERLY ON HIGHWAY 178 FOR 0.8 KM (0.5 MI) TO A PAVED CROSSROAD.
 ED2539'TURN LEFT ON RICE CREEK ROAD FOR 0.2 KM (0.15 MI) TO A PAVED
 ED2539'DRIVEWAY LEFT.  TURN LEFT, UPHILL, FOR 0.1 KM (0.05 MI) TO THE
 ED2539'END OF DRIVEWAY, A PAVED PARKING PLACE ON THE LEFT AND THE
 ED2539'STATION JUST BEYOND ALONG A BARBED WIRE FENCE.
 ED2539'
 ED2539'THE STATION IS A STANDARD SCGS DISK
 ED2539'STAMPED---HORZ 39 012 1980---,
 ED2539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2539'FLUSH WITH GROUND.  IT IS LOCATED
 ED2539'16.15 METER (53.0 FT) NORTHWEST FROM A FORTY CENTIMETER TREE,
 ED2539'15.7 METER (51.5 FT) NORTH FROM A WROUGHT IRON SUPPORT ON
 ED2539'THE NORTHEAST CORNER OF A CAR PORT,
 ED2539'4.7 METER (15.4 FT) SOUTH-SOUTHWEST FROM A SMALL CEDAR TREE AND
 ED2539'0.9 METERS (3.0 FT) SOUTH-SOUTHEAST FROM A BARBED WIRE
 ED2539'FENCE POST WITH A WITNESS POST SIGN.
 ED2539'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 ED2539'STAMPED---HORZ 39 012 1980---,
 ED2539'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2539'
 ED2539'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2539'STAMPED---AZ MK 39 012 1980---,
 ED2539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2539'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 ED2539'9.30 METERS (30.5 FT) EAST-SOUTHEAST FROM THE CENTER OF A PAVED
 ED2539'ROAD,
 ED2539'1.0 METERS (3.3 FT) SOUTHEAST FROM A METAL WITNESS POST
 ED2539'1.1 METERS (3.6 FT) WEST FROM A FENCE LINE.
 ED2539'
 ED2539'TO REACH AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 178
 ED2539'AND STATE HIGHWAY 93 IN LIBERTY.  GO NORTH ON
 ED2539'HIGHWAY 178 FOR 3.0 KM (1.85 MI) TO AN AIRPORT ENTRANCE LEFT.
 ED2539'CONTINUE NORTHERLY ON U.S. HIGHWAY 178 FOR 0.8 KM (0.5 MI) TO A
 ED2539'PAVED CROSSROAD AT TOP OF GRADE.  TURN RIGHT AND GO EAST ON
 ED2539'COUNTY ROAD S-39-204 FOR 0.2 KM (0.1 MI) TO A PAVED SIDE ROAD
 ED2539'LEFT.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) TO THE AZIMUTH
 ED2539'MARK ON THE RIGHT ACROSS THE ROAD FROM A LOW CUT BANK.
 ED2539'
 ED2539'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2539'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2539
 ED2539                          STATION RECOVERY (1980)
 ED2539
 ED2539'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2539'RECOVERED IN GOOD CONDITION.
 ED2539
 ED2539                          STATION RECOVERY (1991)
 ED2539
 ED2539'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2539'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTH OF LIBERTY.
 ED2539'OWNERSHIP--HAGOOD WATSON SR, 127 RICE CREEK ROAD, LIBERTY SC 29657,
 ED2539'PHONE 803-878-6634. NOTE-CALL BEFORE OBSERVATIONS. TO REACH THE
 ED2539'STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (PICKENS DRIVE) AND
 ED2539'STATE HIGHWAY 93 (MAIN STREET) IN LIBERTY, GO NORTH ON HIGHWAY 178
 ED2539'FOR 2.5 MILES (4.0 KM) TO THE JUNCTION OF STATE ROAD 204 (BREAZEALE
 ED2539'ROAD) AND A ROAD LEFT (RICE CREEK ROAD), TURN LEFT ON RICE CREEK ROAD
 ED2539'FOR 0.15 MILE (0.24 KM) TO A DRIVEWAY LEFT LEADING TO A BRICK HOUSE
 ED2539'(OWNERS RESIDENCE), TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE
 ED2539'(0.08 KM) TO THE HOUSE AND THE STATION ON THE LEFT SIDE NEAR A FENCE
 ED2539'LINE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 74.8 FEET
 ED2539'(22.8 M) NORTH OF THE NORTHEAST CORNER OF AN ENCLOSED PORCH ON THE
 ED2539'EAST SIDE OF THE HOUSE, 82.0 FEET (25.0 M) EAST NORTHEAST OF A
 ED2539'34-INCH WATER OAK TREE, 2.7 FEET (0.8 M) SOUTH SOUTHEAST OF THE BASE
 ED2539'OF A LEANING FENCE POST WITH A WITNESS SIGN ATTACHED, 15.8 FEET
 ED2539'(4.8 M) WEST SOUTHWEST OF AN 11-INCH CEDAR TREE, 117.9 FEET (35.9 M)
 ED2539'NORTHEAST OF A SECURITY LIGHT POLE. RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2538 ***********************************************************************
 ED2538  DESIGNATION -  39 012 AZ MK
 ED2538  PID         -  ED2538
 ED2538  STATE/COUNTY-  SC/PICKENS
 ED2538  USGS QUAD   -  LIBERTY (1983)
 ED2538
 ED2538                         *CURRENT SURVEY CONTROL
 ED2538  ___________________________________________________________________
 ED2538* NAD 83(2001)-  34 49 22.12660(N)    082 41 45.67875(W)     ADJUSTED  
 ED2538* NAVD 88     -       321.80   (+/-2cm)    1055.8    (feet)  VERTCON   
 ED2538  ___________________________________________________________________
 ED2538  X           -     666,422.929 (meters)                     COMP
 ED2538  Y           -  -5,199,380.481 (meters)                     COMP
 ED2538  Z           -   3,621,913.515 (meters)                     COMP
 ED2538  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ED2538  ELLIP HEIGHT-         290.77  (meters)          (03/27/03) GPS OBS
 ED2538  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED2538
 ED2538  HORZ ORDER  -  FIRST
 ED2538  VERT ORDER  -  THIRD ? (See Below)
 ED2538  ELLP ORDER  -  FOURTH    CLASS II
 ED2538
 ED2538.The horizontal coordinates were established by GPS observations
 ED2538.and adjusted by the National Geodetic Survey in March 2003..
 ED2538
 ED2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2538.The vertical order pertains to the NGVD 29 superseded value.
 ED2538
 ED2538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2538
 ED2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2538
 ED2538.The ellipsoidal height was determined by GPS observations
 ED2538.and is referenced to NAD 83.
 ED2538
 ED2538.The geoid height was determined by GEOID03.
 ED2538
 ED2538;                    North         East     Units Scale Factor Converg.
 ED2538;SPC SC       -   332,812.246   454,447.801   MT  0.99999628   -0 56 25.0
 ED2538;SPC SC       - 1,091,903.69  1,490,970.48   iFT  0.99999628   -0 56 25.0
 ED2538;UTM  17      - 3,854,705.119   344,894.377   MT  0.99989652   -0 58 07.3
 ED2538
 ED2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2538!SPC SC       -   0.99995436  x   0.99999628  =   0.99995064
 ED2538!UTM  17      -   0.99995436  x   0.99989652  =   0.99985088
 ED2538
 ED2538:                Primary Azimuth Mark                     Grid Az
 ED2538:SPC SC       -  39 012                                   219 04 41.3
 ED2538:UTM  17      -  39 012                                   219 06 23.6
 ED2538
 ED2538|---------------------------------------------------------------------|
 ED2538| PID    Reference Object                     Distance      Geod. Az  |
 ED2538|                                                           dddmmss.s |
 ED2538| ED2539 39 012                              411.764 METERS 2180816.3 |
 ED2538|---------------------------------------------------------------------|
 ED2538
 ED2538                          SUPERSEDED SURVEY CONTROL
 ED2538
 ED2538  NAD 83(1995)-  34 49 22.12666(N)    082 41 45.67877(W) AD(       ) 1
 ED2538  ELLIP H (12/20/99)  290.77   (m)                       GP(       ) 4 1
 ED2538  NAD 83(1986)-  34 49 22.13468(N)    082 41 45.67965(W) AD(       ) 1
 ED2538  NAD 83(1986)-  34 49 22.13333(N)    082 41 45.66461(W) AD(       ) 2
 ED2538  NAD 27      -  34 49 21.71921(N)    082 41 46.17036(W) AD(       ) 2
 ED2538  NGVD 29 (03/31/93)  321.86   (m)         1056.0    (f) LEVELING    3  
 ED2538
 ED2538.Superseded values are not recommended for survey control.
 ED2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2538.See file dsdata.txt to determine how the superseded data were derived.
 ED2538
 ED2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4489454705(NAD 83)
 ED2538_MARKER: DD = SURVEY DISK
 ED2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2538_SP_SET: CONCRETE POST
 ED2538_STAMPING: AZ MK 39 012 1980
 ED2538_MARK LOGO: SCGS  
 ED2538_PROJECTION: FLUSH
 ED2538_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2538+STABILITY: SURFACE MOTION
 ED2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2538+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1992
 ED2538
 ED2538  HISTORY     - Date     Condition        Report By
 ED2538  HISTORY     - 1980     MONUMENTED       SCGS
 ED2538  HISTORY     - 1980     GOOD             SCGS
 ED2538  HISTORY     - 19910716 GOOD             SCGS
 ED2538  HISTORY     - 19910716 GOOD             SCGS
 ED2538  HISTORY     - 19920113 GOOD
 ED2538
 ED2538                          STATION DESCRIPTION
 ED2538
 ED2538'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2538'THE STATION IS LOCATED ABOUT,
 ED2538'9 KM (5.6 MI) WEST FROM EASLEY,
 ED2538'7 KM (4.4 MI) SOUTH FROM PICKENS,
 ED2538'3.5 KM (2.2 MI)NORTH FROM LIBERTY,
 ED2538'0.2 KM (0.1 MI) EAST FROM HIGHWAY 178,
 ED2538'ALONG THE EAST-SOUTHEAST SIDE OF COUNTY ROAD S-39-204.
 ED2538'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2538'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2538'
 ED2538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND
 ED2538'STATE HIGHWAY 93 IN LIBERTY.  GO NORTH ON U.S. HIGHWAY 178
 ED2538'FOR 3.0 KM (1.85 MI) TO AN AIRPORT ENTRANCE LEFT.  CONTINUE
 ED2538'NORTHERLY ON U.S. HIGHWAY 178 FOR 0.8 KM (0.5 MI) TO A PAVED
 ED2538'CROSSROAD AT TOP OF GRADE.  TURN RIGHT AND GO EAST ON COUNTY ROAD
 ED2538'S-39-204 FOR 0.2 KM (0.1 MI) TO A PAVED SIDE ROAD LEFT.
 ED2538'TURN LEFT ON PAVED SIDE ROAD (STILL S-39-204) AND GO
 ED2538'NORTH-NORTHEAST FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 ED2538'
 ED2538'THE STATION IS A STANDARD SCGS DISK
 ED2538'STAMPED---AZ MK 39 012 1980---,
 ED2538'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2538'PROJECTING 1 CM ABOVE THE GROUND.   IT IS LOCATED
 ED2538'9.3 METERS (30.5 FT) EAST-SOUTHEAST FROM THE CENTER OF A
 ED2538'PAVED ROAD,
 ED2538'1.80 METERS SOUTHEAST FROM A METAL WITNESS POST AND
 ED2538'1.10 METERS WEST FROM A FENCE LINE.
 ED2538'
 ED2538'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2538'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2538
 ED2538                          STATION RECOVERY (1980)
 ED2538
 ED2538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2538'RECOVERED IN GOOD CONDITION.
 ED2538
 ED2538                          STATION RECOVERY (1991)
 ED2538
 ED2538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2538'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTH OF LIBERTY.
 ED2538'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2538'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED2538'JUNCTION OF U.S. HIGHWAY 178 (PICKENS DRIVE) AND STATE HIGHWAY 93
 ED2538'(MAIN STREET) IN LIBERTY, GO NORTH ON HIGHWAY 178 FOR 2.5 MILES
 ED2538'(4.0 KM) TO THE JUNCTION OF STATE ROAD 204 (BREAZEALE ROAD) AND A
 ED2538'ROAD LEFT (RICE CREEK ROAD), TURN RIGHT ON ROAD 204 FOR 0.05 MILE
 ED2538'(0.08 KM) TO THE JUNCTION OF STATE ROAD 304 (BREAZEALE ROAD), TURN
 ED2538'LEFT ON ROAD 204 (COUNTRY CLUB ROAD) FOR 0.1 MILE (0.2 KM) TO THE
 ED2538'STATION ON THE RIGHT NEAR A FENCE LINE. STATION IS A CONCRETE POST
 ED2538'PROJECTING 1-INCH AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 30.6 FEET
 ED2538'(9.3 M) SOUTHEAST OF THE CENTER OF THE ROAD, 95.5 FEET (29.1 M)
 ED2538'NORTHEAST OF A 35 (MPH) SIGN AND LEFT CURVE ROAD SIGN POST, 18.9 FEET
 ED2538'(5.8 M) SOUTHWEST OF A CEDAR FENCE POST WITH A SCGS REFERENCE WASHER
 ED2538'ATTACHED, 26.0 FEET (7.9 M) NORTH NORTHEAST OF A CEDAR FENCE POST
 ED2538'WITH A SCGS REFERENCE WASHER ATTACHED, 3.2 FEET (1.0 M) NORTHWEST OF
 ED2538'A WITNESS POST IN THE FENCE LINE. RECOVERED BY C.E. GEOGHEGAN.
 ED2538
 ED2538                          STATION RECOVERY (1991)
 ED2538
 ED2538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2538'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTH OF LIBERTY.
 ED2538'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2538'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED2538'JUNCTION OF U.S. HIGHWAY 178 (PICKENS DRIVE) AND STATE HIGHWAY 93
 ED2538'(MAIN STREET) IN LIBERTY, GO NORTH ON HIGHWAY 178 FOR 2.5 MILES (4.0
 ED2538'KM) TO THE JUNCTION OF STATE ROAD 204 (BREAZEALE ROAD) AND A ROAD LEFT
 ED2538'(RICE CREEK ROAD), TURN RIGHT ON ROAD 204 FOR 0.05 MILE (0.08 KM) TO
 ED2538'THE JUNCTION OF STATE ROAD 304 (BREAZEALE ROAD), TURN LEFT ON ROAD 204
 ED2538'(COUNTRY CLUB ROAD) FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT
 ED2538'NEAR A FENCE LINE. STATION IS A CONCRETE POST PROJECTING 1-INCH AND
 ED2538'1.0 FOOT (0.3 M) ABOVE THE ROAD, 30.6 FEET (9.3 M) SOUTHEAST OF THE
 ED2538'CENTER OF THE ROAD, 95.5 FEET (29.1 M) NORTHEAST OF A 35 (MPH) SIGN
 ED2538'AND LEFT CURVE ROAD SIGN POST, 18.9 FEET (5.8 M) SOUTHWEST OF A CEDAR
 ED2538'FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 26.0 FEET (7.9 M)
 ED2538'NORTH NORTHEAST OF A CEDAR FENCE POST WITH A SCGS REFERENCE WASHER
 ED2538'ATTACHED, 3.2 FEET (1.0 M) NORTHWEST OF A WITNESS POST IN THE FENCE
 ED2538'LINE. RECOVERED BY C.E. GEOGHEGAN.
 ED2538
 ED2538                          STATION RECOVERY (1992)
 ED2538
 ED2538'RECOVERED 1992
 ED2538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2649 ***********************************************************************
 ED2649  DESIGNATION -  39 013
 ED2649  PID         -  ED2649
 ED2649  STATE/COUNTY-  SC/PICKENS
 ED2649  USGS QUAD   -  SUNSET (1980)
 ED2649
 ED2649                         *CURRENT SURVEY CONTROL
 ED2649  ___________________________________________________________________
 ED2649* NAD 83(2001)-  34 53 22.78544(N)    082 47 50.75743(W)     ADJUSTED  
 ED2649* NAVD 88     -       360.0    (meters)    1181.     (feet)  VERTCON   
 ED2649  ___________________________________________________________________
 ED2649  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 ED2649  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED2649
 ED2649  HORZ ORDER  -  SECOND
 ED2649
 ED2649.The horizontal coordinates were established by classical geodetic methods
 ED2649.and adjusted by the National Geodetic Survey in March 2004..
 ED2649
 ED2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2649
 ED2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2649
 ED2649.The geoid height was determined by GEOID03.
 ED2649
 ED2649;                    North         East     Units Scale Factor Converg.
 ED2649;SPC SC       -   340,384.148   445,300.625   MT  1.00002051   -0 59 47.4
 ED2649;SPC SC       - 1,116,745.89  1,460,960.06   iFT  1.00002051   -0 59 47.4
 ED2649;UTM  17      - 3,862,281.116   335,752.042   MT  0.99993250   -1 01 42.1
 ED2649
 ED2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2649!SPC SC       -   0.99994835  x   1.00002051  =   0.99996886
 ED2649!UTM  17      -   0.99994835  x   0.99993250  =   0.99988085
 ED2649
 ED2649|---------------------------------------------------------------------|
 ED2649| PID    Reference Object                     Distance      Geod. Az  |
 ED2649|                                                           dddmmss.s |
 ED2649| ED2650 39 013 AZ MK                        354.985 METERS 22056     |
 ED2649| ED2651 WOODALL MTN LOT                     APPROX. 1.5 KM 2561025.9 |
 ED2649|---------------------------------------------------------------------|
 ED2649
 ED2649                          SUPERSEDED SURVEY CONTROL
 ED2649
 ED2649  NAD 83(1986)-  34 53 22.79326(N)    082 47 50.75805(W) AD(       ) 2
 ED2649  NAD 83(1986)-  34 53 22.79277(N)    082 47 50.75970(W) AD(       ) 2
 ED2649  NAD 27      -  34 53 22.40886(N)    082 47 51.22027(W) AD(       ) 2
 ED2649  NGVD 29 (07/19/86)  360.1    (m)         1181.     (f) VERT ANG       
 ED2649
 ED2649.Superseded values are not recommended for survey control.
 ED2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2649.See file dsdata.txt to determine how the superseded data were derived.
 ED2649
 ED2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3575262281(NAD 83)
 ED2649_MARKER: DD = SURVEY DISK
 ED2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2649_SP_SET: CONCRETE POST
 ED2649_STAMPING: HORZ 39 013 1980
 ED2649_MARK LOGO: SCGS  
 ED2649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2649+STABILITY: SURFACE MOTION
 ED2649
 ED2649  HISTORY     - Date     Condition        Report By
 ED2649  HISTORY     - 1980     MONUMENTED       SCGS
 ED2649  HISTORY     - 1981     GOOD             SCGS
 ED2649  HISTORY     - 19910805 GOOD             SCGS
 ED2649
 ED2649                          STATION DESCRIPTION
 ED2649
 ED2649'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2649'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) NORTHWEST OF
 ED2649'CENTRAL, 16.2 KM (10 MI) EAST OF SALEM, 8.2 KM (5 MI) WEST OF
 ED2649'PICKENS AND ON ROAD RIGHT-OF-WAY.
 ED2649'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2649'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414.
 ED2649'
 ED2649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 183 AND
 ED2649'32 AT THE WEST SIDE OF PICKENS.  GO NORTHWEST ON HIGHWAY 32
 ED2649'FOR 7.3 KM (4.55 MI) TO A SIDE ROAD LEFT (MARTIN SCHOOL ROAD).
 ED2649'TURN LEFT ON MARTIN SCHOOL ROAD AND GO FOR 0.7 KM (0.45 MI) TO A
 ED2649'FORK.  KEEP LEFT ON MARTIN SCHOOL ROAD FOR 0.8 KM (0.5 MI) TO A
 ED2649'FORK.  TAKE LEFT FORK (WINDMONT ROAD) FOR 0.1 KM (0.05 MI)
 ED2649'TO THE STATION ON LEFT.
 ED2649'
 ED2649'THE STATION IS A STANDARD SCGS DISK
 ED2649'STAMPED---HORZ 39 013 1980---,
 ED2649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2649'FLUSH WITH GROUND.  IT IS LOCATED
 ED2649'55.5 METERS (182.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 ED2649'TWO STORY WHITE HOUSE,
 ED2649'14.3 METERS (47.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2649'WINDMONT ROAD,
 ED2649'10.7 METERS (35.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2649'OF A DRIVEWAY LEADING TO A HOUSE AND
 ED2649'19.9 METERS (65.3 FT) NORTHEAST FROM A METAL WITNESS POST.
 ED2649'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2649'STAMPED---HORZ 39 013 1980---,
 ED2649'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2649'
 ED2649'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2649'STAMPED---AZ MK 39 013 1980---,
 ED2649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2649'FLUSH WITH GROUND.  IT IS LOCATED
 ED2649'23.2 METERS (76.1 FT) SOUTH FROM THE APPROXIMATE CENTER OF A DRIVE
 ED2649'LEADING TO A WHITE HOUSE,
 ED2649'6.2 METERS (20.5 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 ED2649'MARTIN SCHOOL ROAD,
 ED2649'1.3 METERS (4.3 FT) NORTHEAST FROM A METAL WITNESS POST AND
 ED2649'1.1 METERS (3.6 FT) NORTHEAST FROM A FENCE CORNER.
 ED2649'
 ED2649'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY
 ED2649'ON WINDMONT ROAD FOR 0.1 KM (0.05 MI) TO MARTIN SCHOOL ROAD.
 ED2649'TURN LEFT AND GO 0.3 KM (0.2 MI) TO THE AZIMUTH MARK ON THE LEFT.
 ED2649'
 ED2649'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2649'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2649
 ED2649                          STATION RECOVERY (1991)
 ED2649
 ED2649'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2649'STATION IS LOCATED 5.15 MILES (8.29 KM) WEST OF PICKENS, 3.15 MILES
 ED2649'(5.07 KM) EAST SOUTHEAST OF NINE TIMES. OWNERSHIP--TOM RUSS, 115
 ED2649'WINDMONT ROAD, PICKENS, SC 29671, PHONES 803-868-9486 AT HOME,
 ED2649'803-298-4331 AT WORK. TO REACH THE STATION FROM THE WEST JUNCTION OF
 ED2649'U.S. HIGHWAY 178, STATE HIGHWAY 183 (MAIN STREET) AND U.S. HIGHWAY
 ED2649'178 IN PICKENS, GO WEST ON HIGHWAY 183 FOR 1.05 MILES (1.69 KM) TO
 ED2649'THE JUNCTION OF STATE ROAD 32 (SHADY GROVE ROAD), TURN RIGHT ON ROAD
 ED2649'32 FOR 4.55 MILES (7.32 KM) TO THE JUNCTION OF STATE ROAD 172 (MARTIN
 ED2649'SCHOOL ROAD), TURN LEFT ON ROAD 172 FOR 0.45 MILE (0.72 KM) TO A TO A
 ED2649'ROAD RIGHT (STATE ROAD 172, NEWTON ROAD), CONTINUE ON MARTIN SCHOOL
 ED2649'ROAD FOR 0.55 MILE (0.89 KM) TO A FORK (WINDMONT ROAD), BEAR LEFT ON
 ED2649'WINDMONT ROAD FOR 0.05 MILE (0.08 KM) TO A DRIVEWAY LEFT LEADING TO A
 ED2649'TWO-STORY HOUSE AND THE STATION IN THE EAST ANGLE OF THE DRIVEWAY.
 ED2649'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 ED2649'(0.3 M) ABOVE THE ROAD, 46.8 FEET (14.3 M) NORTH NORTHEAST OF THE
 ED2649'CENTER OF THE ROAD, 27.8 FEET (8.5 M) SOUTHEAST OF THE CENTER OF THE
 ED2649'DRIVEWAY, 70.9 FEET (21.6 M) WEST OF A POWER POLE NUMBER 1373 WITH
 ED2649'TRANSFORMER, 14.5 FEET (4.4 M) SOUTHWEST OF A 9-INCH OAK TREE, 46.8
 ED2649'FEET (14.3 M) EAST NORTHEAST OF THE EAST SOUTHEAST END OF A 15-INCH
 ED2649'METAL PIPE CULVERT BENEATH THE DRIVEWAY, 65.3 FEET (19.9 M) NORTH
 ED2649'NORTHEAST OF A WITNESS POST IN A FENCE LINE. NOTE-MARGINAL GPS
 ED2649'STATION. RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2650 ***********************************************************************
 ED2650  DESIGNATION -  39 013 AZ MK
 ED2650  PID         -  ED2650
 ED2650  STATE/COUNTY-  SC/PICKENS
 ED2650  USGS QUAD   -  SUNSET (1980)
 ED2650
 ED2650                         *CURRENT SURVEY CONTROL
 ED2650  ___________________________________________________________________
 ED2650* NAD 83(2001)-  34 53 14.08316(N)    082 47 59.91736(W)     ADJUSTED  
 ED2650* NAVD 88     -       350.27   (+/-2cm)    1149.2    (feet)  VERTCON   
 ED2650  ___________________________________________________________________
 ED2650  X           -     656,479.198 (meters)                     COMP
 ED2650  Y           -  -5,196,551.198 (meters)                     COMP
 ED2650  Z           -   3,627,795.744 (meters)                     COMP
 ED2650  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 ED2650  ELLIP HEIGHT-         319.29  (meters)          (03/27/03) GPS OBS
 ED2650  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED2650
 ED2650  HORZ ORDER  -  FIRST
 ED2650  VERT ORDER  -  THIRD ? (See Below)
 ED2650  ELLP ORDER  -  FOURTH    CLASS II
 ED2650
 ED2650.The horizontal coordinates were established by GPS observations
 ED2650.and adjusted by the National Geodetic Survey in March 2003..
 ED2650
 ED2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2650.The vertical order pertains to the NGVD 29 superseded value.
 ED2650
 ED2650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2650
 ED2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2650
 ED2650.The ellipsoidal height was determined by GPS observations
 ED2650.and is referenced to NAD 83.
 ED2650
 ED2650.The geoid height was determined by GEOID03.
 ED2650
 ED2650;                    North         East     Units Scale Factor Converg.
 ED2650;SPC SC       -   340,120.059   445,063.398   MT  1.00001961   -0 59 52.5
 ED2650;SPC SC       - 1,115,879.46  1,460,181.75   iFT  1.00001961   -0 59 52.5
 ED2650;UTM  17      - 3,862,017.183   335,514.689   MT  0.99993346   -1 01 47.1
 ED2650
 ED2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2650!SPC SC       -   0.99994988  x   1.00001961  =   0.99996949
 ED2650!UTM  17      -   0.99994988  x   0.99993346  =   0.99988335
 ED2650
 ED2650                          SUPERSEDED SURVEY CONTROL
 ED2650
 ED2650  NAD 83(1995)-  34 53 14.08317(N)    082 47 59.91736(W) AD(       ) 1
 ED2650  ELLIP H (12/20/99)  319.28   (m)                       GP(       ) 4 1
 ED2650  NAD 83(1986)-  34 53 14.09101(N)    082 47 59.91790(W) AD(       ) 1
 ED2650  NAD 83(1986)-  34 53 14.09027(N)    082 47 59.91968(W) AD(       ) 2
 ED2650  NAD 27      -  34 53 13.70645(N)    082 48 00.38054(W) AD(       ) 2
 ED2650  NGVD 29 (03/31/93)  350.32   (m)         1149.3    (f) LEVELING    3  
 ED2650
 ED2650.Superseded values are not recommended for survey control.
 ED2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2650.See file dsdata.txt to determine how the superseded data were derived.
 ED2650
 ED2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3551562017(NAD 83)
 ED2650_MARKER: DD = SURVEY DISK
 ED2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2650_SP_SET: CONCRETE POST
 ED2650_STAMPING: AZ MK 39 013 1980
 ED2650_MARK LOGO: SCGS  
 ED2650_PROJECTION: FLUSH
 ED2650_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2650+STABILITY: SURFACE MOTION
 ED2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2650+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1992
 ED2650
 ED2650  HISTORY     - Date     Condition        Report By
 ED2650  HISTORY     - 1980     MONUMENTED       SCGS
 ED2650  HISTORY     - 1981     GOOD             SCGS
 ED2650  HISTORY     - 19910805 GOOD             SCGS
 ED2650  HISTORY     - 19910805 GOOD             SCGS
 ED2650  HISTORY     - 19920116 GOOD
 ED2650
 ED2650                          STATION DESCRIPTION
 ED2650
 ED2650'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2650'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) NORTHWEST OF CENTRAL,
 ED2650'16.2 KM (10 MI) EAST OF SALEM, 8.2 KM (5 MI) WEST OF PICKENS
 ED2650'AND ON ROAD RIGHT-OF-WAY.
 ED2650'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2650'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414.
 ED2650'
 ED2650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED2650'183 AND 32 AT THE WEST SIDE OF PICKENS.  GO NORTHWEST
 ED2650'ON HIGHWAY 32 FOR 7.3 KM (4.55 MI) TO A SIDE ROAD LEFT,
 ED2650'(MARTIN SCHOOL ROAD).  TURN LEFT AND GO FOR
 ED2650'0.7 KM (0.45 MI) TO A FORK, KEEP LEFT FORK, (MARTIN
 ED2650'SCHOOL ROAD) FOR 0.8 KM (0.5 MI) TO A FORK.  KEEP LEFT FORK,
 ED2650'(WINDMONT ROAD) FOR 0.1 KM (0.05 MI) TO STATION 39 013 SCGS
 ED2650'ON THE LEFT.  TO REACH THE STATION FROM HERE, G0
 ED2650'EASTERLY ON WINDMONT FOR 0.1 KM (0.05 MI) TO
 ED2650'MARTIN SCHOOL ROAD.  TURN LEFT AND GO 0.3 KM (0.2 MI) TO
 ED2650'THE STATION ON THE LEFT.
 ED2650'
 ED2650'THE STATION IS A STANDARD SCGS DISK
 ED2650'STAMPED---AZ MK 39 013 1980---,
 ED2650'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2650'FLUSH WITH GROUND.  IT IS LOCATED
 ED2650'23.2 METERS (76.1 FT) SOUTH FROM THE APPROXIMATE CENTER OF A DRIVE
 ED2650'LEADING TO A WHITE HOUSE,
 ED2650'6.2 METERS (20.5 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 ED2650'MARTIN SCHOOL ROAD,
 ED2650'1.3 METERS (4.3 FT) NORTHEAST FROM A METAL WITNESS POST AND
 ED2650'1.1 METERS (3.6 FT) NORTHEAST FROM A FENCE CORNER.
 ED2650'
 ED2650'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2650'NO REFERENCE MARKS WERE ESTABLISHED AT THIS.
 ED2650
 ED2650                          STATION RECOVERY (1991)
 ED2650
 ED2650'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2650'STATION IS LOCATED 5.25 MILES (8.45 KM) WEST OF PICKENS, 3.15 MILES
 ED2650'(5.07 KM) EAST SOUTHEAST OF NINE TIMES. OWNERSHIP--DONALD R. BONE AND
 ED2650'NORMAN W. BONE, 441 MARTIN SCHOOL ROAD, PICKENS, SC 29671, PHONE
 ED2650'803-868-4626. TO REACH THE STATION FROM THE WEST JUNCTION OF U.S.
 ED2650'HIGHWAY 178, STATE HIGHWAY 183 (MAIN STREET) AND U.S. HIGHWAY 178 IN
 ED2650'PICKENS, GO WEST ON HIGHWAY 183 FOR 1.05 MILES (1.69 KM) TO THE
 ED2650'JUNCTION OF STATE ROAD 32 (SHADY GROVE ROAD), TURN RIGHT ON ROAD 32
 ED2650'FOR 4.55 MILES (7.32 KM) TO THE JUNCTION OF STATE ROAD 172 (MARTIN
 ED2650'SCHOOL ROAD), TURN LEFT ON ROAD 172 FOR 0.45 MILE (0.72 KM) TO A TO A
 ED2650'ROAD RIGHT (STATE ROAD 172, NEWTON ROAD), CONTINUE ON MARTIN SCHOOL
 ED2650'ROAD FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT NEAR A FENCE
 ED2650'LINE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 ED2650'(0.2 M) BELOW THE ROAD, 21.0 FEET (6.4 M) SOUTHEAST OF THE CENTER OF
 ED2650'THE ROAD, 51.2 FEET (15.6 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION
 ED2650'BOX NUMBER 35, 46.3 FEET (14.1 M) SOUTHWEST OF THE EXTENDED SOUTHWEST
 ED2650'EDGE OF A CONCRETE DRIVEWAY LEADING TO A VINYL-SIDED HOUSE, 119.6
 ED2650'FEET (36.5 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE GARAGE OF
 ED2650'THE HOUSE, 2.0 FEET (0.6 M) SOUTHEAST OF THE FENCE LINE, 4.9
 ED2650'SOUTHEAST OF A WITNESS POST. RECOVERED BY C.E. GEOGHEGAN.
 ED2650
 ED2650                          STATION RECOVERY (1991)
 ED2650
 ED2650'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2650'STATION IS LOCATED 5.25 MILES (8.45 KM) WEST OF PICKENS, 3.15 MILES
 ED2650'(5.07 KM) EAST SOUTHEAST OF NINE TIMES. OWNERSHIP--DONALD R. BONE AND
 ED2650'NORMAN W. BONE, 441 MARTIN SCHOOL ROAD, PICKENS, SC 29671, PHONE
 ED2650'803-868-4626. TO REACH THE STATION FROM THE WEST JUNCTION OF U.S.
 ED2650'HIGHWAY 178, STATE HIGHWAY 183 (MAIN STREET) AND U.S. HIGHWAY 178 IN
 ED2650'PICKENS, GO WEST ON HIGHWAY 183 FOR 1.05 MILES (1.69 KM) TO THE
 ED2650'JUNCTION OF STATE ROAD 32 (SHADY GROVE ROAD), TURN RIGHT ON ROAD 32
 ED2650'FOR 4.55 MILES (7.32 KM) TO THE JUNCTION OF STATE ROAD 172 (MARTIN
 ED2650'SCHOOL ROAD), TURN LEFT ON ROAD 172 FOR 0.45 MILE (0.72 KM) TO A TO A
 ED2650'ROAD RIGHT (STATE ROAD 172, NEWTON ROAD), CONTINUE ON MARTIN SCHOOL
 ED2650'ROAD FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT NEAR A FENCE
 ED2650'LINE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 ED2650'(0.2 M) BELOW THE ROAD, 21.0 FEET (6.4 M) SOUTHEAST OF THE CENTER OF
 ED2650'THE ROAD, 51.2 FEET (15.6 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION
 ED2650'BOX NUMBER 35, 46.3 FEET (14.1 M) SOUTHWEST OF THE EXTENDED SOUTHWEST
 ED2650'EDGE OF A CONCRETE DRIVEWAY LEADING TO A VINYL-SIDED HOUSE, 119.6 FEET
 ED2650'(36.5 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE GARAGE OF THE
 ED2650'HOUSE, 2.0 FEET (0.6 M) SOUTHEAST OF THE FENCE LINE, 4.9 SOUTHEAST OF
 ED2650'A WITNESS POST. RECOVERED BY C.E. GEOGHEGAN.
 ED2650
 ED2650                          STATION RECOVERY (1992)
 ED2650
 ED2650'RECOVERED 1992
 ED2650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2618 ***********************************************************************
 ED2618  DESIGNATION -  39 014
 ED2618  PID         -  ED2618
 ED2618  STATE/COUNTY-  SC/OCONEE
 ED2618  USGS QUAD   -  CLEMSON (1980)
 ED2618
 ED2618                         *CURRENT SURVEY CONTROL
 ED2618  ___________________________________________________________________
 ED2618* NAD 83(2001)-  34 40 50.13429(N)    082 51 14.15143(W)     ADJUSTED  
 ED2618* NAVD 88     -       207.7    (meters)     681.     (feet)  VERTCON   
 ED2618  ___________________________________________________________________
 ED2618  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ED2618  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED2618
 ED2618  HORZ ORDER  -  SECOND
 ED2618
 ED2618.The horizontal coordinates were established by classical geodetic methods
 ED2618.and adjusted by the National Geodetic Survey in March 2004..
 ED2618
 ED2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2618
 ED2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2618
 ED2618.The geoid height was determined by GEOID03.
 ED2618
 ED2618;                    North         East     Units Scale Factor Converg.
 ED2618;SPC SC       -   317,285.989   439,720.747   MT  0.99994930   -1 01 40.1
 ED2618;SPC SC       - 1,040,964.53  1,442,653.37   iFT  0.99994930   -1 01 40.1
 ED2618;UTM  17      - 3,839,186.765   330,160.446   MT  0.99995554   -1 03 18.5
 ED2618
 ED2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2618!SPC SC       -   0.99997224  x   0.99994930  =   0.99992155
 ED2618!UTM  17      -   0.99997224  x   0.99995554  =   0.99992778
 ED2618
 ED2618:                Primary Azimuth Mark                     Grid Az
 ED2618:SPC SC       -  39 014 AZ MK                             052 01 22.9
 ED2618:UTM  17      -  39 014 AZ MK                             052 03 01.3
 ED2618
 ED2618|---------------------------------------------------------------------|
 ED2618| PID    Reference Object                     Distance      Geod. Az  |
 ED2618|                                                           dddmmss.s |
 ED2618| ED2617 39 014 AZ MK                        APPROX. 0.6 KM 0505942.8 |
 ED2618|---------------------------------------------------------------------|
 ED2618
 ED2618                          SUPERSEDED SURVEY CONTROL
 ED2618
 ED2618  NAD 83(1986)-  34 40 50.14341(N)    082 51 14.15027(W) AD(       ) 2
 ED2618  NAD 27      -  34 40 49.77292(N)    082 51 14.63142(W) AD(       ) 2
 ED2618  NGVD 29 (07/19/86)  207.8    (m)          682.     (f) VERT ANG       
 ED2618
 ED2618.Superseded values are not recommended for survey control.
 ED2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2618.See file dsdata.txt to determine how the superseded data were derived.
 ED2618
 ED2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3016039187(NAD 83)
 ED2618_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2618+STABILITY: SURFACE MOTION
 ED2618
 ED2618  HISTORY     - Date     Condition        Report By
 ED2618  HISTORY     - 1980     MONUMENTED       SCGS
 ED2618
 ED2618                          STATION DESCRIPTION
 ED2618
 ED2618'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2618'THE STATION IS LOCATED ABOUT 9.5 KM (6 MI)
 ED2618'WEST-NORTHWEST OF PENDLETON, 5.5 KM (3.5 MI) EAST OF
 ED2618'CLEMSON, 4 KM (2.5 MI) WEST OF SENECA AND ON A
 ED2618'DIKE ROAD ON THE WEST SIDE OF THE SENECA RIVER.
 ED2618'OWNERSHIP--ATT  EDDY SOSEBEE, RESOURCE MANAGEMENT
 ED2618'OFFICE, U.S. ARMY CORPS OF ENGINEERS, PO BOX
 ED2618'278, HARTWELL GA 30643, PHONE 404-376-4788.
 ED2618'
 ED2618'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 ED2618'123 AND 93 (JUST WEST OF HIGHWAY 123 BRIDGE ACROSS
 ED2618'THE SENECA RIVER).  GO SOUTH ON HIGHWAY 93 FOR
 ED2618'1.3 KM (0.8 MI) TO THE SOUTH END OF A BRIDGE ACROSS
 ED2618'THE SENECA RIVER.  TURN LEFT AND FOLLOW A TRACK ROAD FOR
 ED2618'0.2 KM (0.1 MI) TO THE BEGINNING OF THE DIKE AND THE
 ED2618'STATION ON THE RIGHT.
 ED2618'
 ED2618'THE STATION IS A STANDARD SCGS DISK
 ED2618'STAMPED---HORZ 39 014 1980---,
 ED2618'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2618'FLUSH WITH GROUND.  IT IS LOCATED
 ED2618'3.4 METERS (11.0 FT) EAST-NORTHEAST FROM THE SOUTHERN MOST CEMENT
 ED2618'POST FOR THE GATE,
 ED2618'2.9 METERS (9.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A DIKE
 ED2618'ROAD AND
 ED2618'2.4 METERS (8.0 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 ED2618'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2618'STAMPED---HORZ 39 014 1980---,
 ED2618'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2618'
 ED2618'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2618'STAMPED---AZ MK 39 014 SCGS---,
 ED2618'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2618'FLUSH WITH GROUND.  IT IS LOCATED
 ED2618'43.3 METERS (142.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF AN
 ED2618'APARTMENT BUILDING,
 ED2618'3.8 METERS (12.5 FT) SOUTHEAST FROM THE CENTER OF THE DIKE ROAD,
 ED2618'AND
 ED2618'1.7 METERS (5.5 FT) SOUTHWEST FROM A METAL WITNESS POST.
 ED2618'
 ED2618'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST
 ED2618'ALONG THE DIKE ROAD TO THE END OF THE DIKE AND THE
 ED2618'AZIMUTH ON THE RIGHT.
 ED2618'
 ED2618'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2618'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2617 ***********************************************************************
 ED2617  DESIGNATION -  39 014 AZ MK
 ED2617  PID         -  ED2617
 ED2617  STATE/COUNTY-  SC/PICKENS
 ED2617  USGS QUAD   -  CLEMSON (1980)
 ED2617
 ED2617                         *CURRENT SURVEY CONTROL
 ED2617  ___________________________________________________________________
 ED2617* NAD 83(2001)-  34 41 02.42668(N)    082 50 55.77759(W)     ADJUSTED  
 ED2617* NAVD 88     -       207.5    (meters)     681.     (feet)  VERTCON   
 ED2617  ___________________________________________________________________
 ED2617  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 ED2617  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ED2617
 ED2617  HORZ ORDER  -  SECOND
 ED2617
 ED2617.The horizontal coordinates were established by classical geodetic methods
 ED2617.and adjusted by the National Geodetic Survey in March 2004..
 ED2617
 ED2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2617
 ED2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2617
 ED2617.The geoid height was determined by GEOID03.
 ED2617
 ED2617;                    North         East     Units Scale Factor Converg.
 ED2617;SPC SC       -   317,656.324   440,195.148   MT  0.99995035   -1 01 30.0
 ED2617;SPC SC       - 1,042,179.54  1,444,209.80   iFT  0.99995035   -1 01 30.0
 ED2617;UTM  17      - 3,839,556.875   330,635.026   MT  0.99995356   -1 03 08.4
 ED2617
 ED2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2617!SPC SC       -   0.99997228  x   0.99995035  =   0.99992263
 ED2617!UTM  17      -   0.99997228  x   0.99995356  =   0.99992584
 ED2617
 ED2617                          SUPERSEDED SURVEY CONTROL
 ED2617
 ED2617  NAD 83(1986)-  34 41 02.43588(N)    082 50 55.77652(W) AD(       ) 2
 ED2617  NAD 27      -  34 41 02.06513(N)    082 50 56.25766(W) AD(       ) 2
 ED2617  NGVD 29 (07/19/86)  207.6    (m)          681.     (f) VERT ANG       
 ED2617
 ED2617.Superseded values are not recommended for survey control.
 ED2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2617.See file dsdata.txt to determine how the superseded data were derived.
 ED2617
 ED2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3063539557(NAD 83)
 ED2617_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2617+STABILITY: SURFACE MOTION
 ED2617
 ED2617  HISTORY     - Date     Condition        Report By
 ED2617  HISTORY     - 1980     MONUMENTED       SCGS
 ED2617  HISTORY     - 20050326 MARK NOT FOUND   USPSQD
 ED2617
 ED2617                          STATION DESCRIPTION
 ED2617
 ED2617'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2617'THE STATION IS LOCATED ABOUT 9.5 KM (6 MI) NORTHWEST
 ED2617'OF PENDLETON, 5.5 KM (3.5 MI) EAST OF CLEMSON,
 ED2617'4 KM (2.5 MI) WEST OF SENECA AND ON THE EAST END OF A DIKE
 ED2617'ROAD ON THE WEST SIDE OF THE SENECA RIVER.
 ED2617'OWNERSHIP--ATT  EDDY SOSEBEE, RESOURCE MANAGEMENT OFFICE,
 ED2617'U.S. ARMY CORPS OF ENGINEERS, PO BOX 278, HARTWELL
 ED2617'GA 30643, PHONE 404-376-4788.
 ED2617'
 ED2617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123
 ED2617'AND 93 (JUST WEST OF HIGHWAY 123 BRIDGE OVER THE SENECA
 ED2617'RIVER).  GO SOUTH ON HIGHWAY 93 FOR 1.3 KM (0.8 MI) TO
 ED2617'THE SOUTH END OF BRIDGE OVER THE SENECA RIVER.
 ED2617'TURN LEFT AND FOLLOW A TRACK ROAD FOR
 ED2617'0.2 KM (0.1 MI) TO THE BEGINNING OF THE DIKE.
 ED2617'GO EASTERLY ALONG THE DIKE ROAD FOR 0.5 KM (0.3 MI)
 ED2617'TO THE END OF THE DIKE AND THE STATION ON THE RIGHT.
 ED2617'
 ED2617'THE STATION IS A STANDARD SCGS DISK
 ED2617'STAMPED---AZ MK 39 014 1980---,
 ED2617'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2617'FLUSH WITH GROUND.  IT IS LOCATED
 ED2617'43.2 METERS (142.0 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF AN
 ED2617'APARTMENT BUILDING,
 ED2617'3.8 METERS (12.5 FT) SOUTHWEST FROM THE CENTER OF
 ED2617'THE DIKE ROAD AND
 ED2617'1.7 METERS (5.5 FT) SOUTHWEST FROM A METAL WITNESS POST.
 ED2617'
 ED2617'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2617'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2617
 ED2617                          STATION RECOVERY (2005)
 ED2617
 ED2617'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTH)
 ED2617'WITNESS POST OUT OF LOCATION LEANING AT A NEARBY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2608 ***********************************************************************
 ED2608  DESIGNATION -  39 015
 ED2608  PID         -  ED2608
 ED2608  STATE/COUNTY-  SC/PICKENS
 ED2608  USGS QUAD   -  CLEMSON (1980)
 ED2608
 ED2608                         *CURRENT SURVEY CONTROL
 ED2608  ___________________________________________________________________
 ED2608* NAD 83(2001)-  34 43 41.37501(N)    082 45 41.22287(W)     ADJUSTED  
 ED2608* NAVD 88     -       282.505  (meters)     926.85   (feet)  ADJUSTED  
 ED2608  ___________________________________________________________________
 ED2608  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 ED2608  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 ED2608  DYNAMIC HT  -         282.214 (meters)     925.90  (feet)  COMP
 ED2608  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 ED2608
 ED2608  HORZ ORDER  -  SECOND
 ED2608  VERT ORDER  -  FIRST     CLASS II
 ED2608
 ED2608.The horizontal coordinates were established by classical geodetic methods
 ED2608.and adjusted by the National Geodetic Survey in March 2004..
 ED2608
 ED2608.The orthometric height was determined by differential leveling
 ED2608.and adjusted by the National Geodetic Survey in June 1991..
 ED2608
 ED2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2608
 ED2608.The geoid height was determined by GEOID03.
 ED2608
 ED2608.The dynamic height is computed by dividing the NAVD 88
 ED2608.geopotential number by the normal gravity value computed on the
 ED2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2608.degrees latitude (g = 980.6199 gals.).
 ED2608
 ED2608.The modeled gravity was interpolated from observed gravity values.
 ED2608
 ED2608;                    North         East     Units Scale Factor Converg.
 ED2608;SPC SC       -   322,413.608   448,283.969   MT  0.99996432   -0 58 35.6
 ED2608;SPC SC       - 1,057,787.43  1,470,747.93   iFT  0.99996432   -0 58 35.6
 ED2608;UTM  17      - 3,844,310.215   338,725.944   MT  0.99992058   -1 00 13.3
 ED2608
 ED2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2608!SPC SC       -   0.99996051  x   0.99996432  =   0.99992484
 ED2608!UTM  17      -   0.99996051  x   0.99992058  =   0.99988110
 ED2608
 ED2608:                Primary Azimuth Mark                     Grid Az
 ED2608:SPC SC       -  NORRIS MUN TANK                          014 19 58.2
 ED2608:UTM  17      -  NORRIS MUN TANK                          014 21 35.9
 ED2608
 ED2608|---------------------------------------------------------------------|
 ED2608| PID    Reference Object                     Distance      Geod. Az  |
 ED2608|                                                           dddmmss.s |
 ED2608| ED2656 NORRIS MUN TANK                     APPROX. 3.7 KM 0132122.6 |
 ED2608| ED2607 39 015 AZ MK                        APPROX. 1.2 KM 0222840.2 |
 ED2608|---------------------------------------------------------------------|
 ED2608
 ED2608                          SUPERSEDED SURVEY CONTROL
 ED2608
 ED2608  NAD 83(1986)-  34 43 41.38330(N)    082 45 41.22274(W) AD(       ) 2
 ED2608  NAD 83(1986)-  34 43 41.38324(N)    082 45 41.21974(W) AD(       ) 2
 ED2608  NAD 27      -  34 43 40.98767(N)    082 45 41.71180(W) AD(       ) 2
 ED2608  NGVD 29 (12/12/91)  282.574  (m)          927.08   (f) ADJUSTED    1 2
 ED2608
 ED2608.Superseded values are not recommended for survey control.
 ED2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2608.See file dsdata.txt to determine how the superseded data were derived.
 ED2608
 ED2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3872644310(NAD 83)
 ED2608_MARKER: DD = SURVEY DISK
 ED2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2608_SP_SET: CONCRETE POST
 ED2608_STAMPING: HORZ 39 015 1980
 ED2608_MARK LOGO: SCGS  
 ED2608_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2608+STABILITY: SURFACE MOTION
 ED2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2608+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1988
 ED2608
 ED2608  HISTORY     - Date     Condition        Report By
 ED2608  HISTORY     - 1980     MONUMENTED       SCGS
 ED2608  HISTORY     - 1981     GOOD             SCGS
 ED2608  HISTORY     - 19880815 GOOD             SCGS
 ED2608  HISTORY     - 19910806 MARK NOT FOUND   SCGS
 ED2608
 ED2608                          STATION DESCRIPTION
 ED2608
 ED2608'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2608'THE STATION IS LOCATED ABOUT 16.4 KM (10.2 MI) NORTHEAST OF
 ED2608'SENECA, 10.1 KM (6.2 MI) NORTH-NORTHEAST OF PENDELTON, 2.4 KM
 ED2608'(1.5 MI) NORTH OF CENTRAL AND ON THE CENTRAL WESLEYN COLLEGE
 ED2608'GROUNDS.
 ED2608'OWNERSHIP--CENTRAL WESLEYN COLLEGE, DR NEUBY PRESIDENT,
 ED2608'CENTRAL SC 29630, PHONE 803-639-2453.
 ED2608'
 ED2608'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS S-39-93
 ED2608'AND S-39-18 IN THE MAIN PART OF CENTRAL, IN FRONT OF THE
 ED2608'CAROLINA BANK.  GO EAST ON ROAD S-39-93 FOR 0.6 KM (0.35 MI)
 ED2608'TO A SIDE ROAD RIGHT, COUNTY ROAD S-39-165 AND A SIGN
 ED2608'(CENTRAL WESLEYN COLLEGE).  TURN RIGHT AND FOLLOW THE MAIN ROAD
 ED2608'FOR 1.4 KM (0.9 MI) INTO THE MAIN CAMPUS, THE STATION IS DIRECTLY
 ED2608'BEHIND AND NORTHEAST OF THE LIBRARY BUILDING.
 ED2608'
 ED2608'THE STATION IS A STANDARD SCGS DISK
 ED2608'STAMPED---HORZ 39 015 1980---,
 ED2608'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2608'FLUSH WITH GROUND.  IT IS LOCATED
 ED2608'22.8 METERS (74.7 FT) WEST-NORTHWEST FROM A FIRE HYDRANT,
 ED2608'11.6 METERS (38.0 FT) NORTH FROM THE SOUTH CORNER OF THE
 ED2608'LIBRARY BUILDING,
 ED2608'1.7 METERS (5.5 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 ED2608'THE SIDEWALK.
 ED2608'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2608'STAMPED---HORZ 39 015 1980---,
 ED2608'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2608'
 ED2608'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2608'STAMPED---AZ MK 39 015 1980---,
 ED2608'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2608'FLUSH WITH GROUND.  IT IS LOCATED
 ED2608'18.6 METERS (61.0 FT) WEST-NORTHWEST FROM THE SOUTHWEST
 ED2608'CORNER OF A BRICK HOUSE,
 ED2608'11.9 METERS (39.0 FT) EAST FROM THE APPROXIMATE CENTER OF A DIRT
 ED2608'DRIVE AND
 ED2608'5.1 METERS (16.7 FT) NORTH-NORTHWEST FROM A 40 CM IN DIAMETER OAK
 ED2608'TREE.
 ED2608'
 ED2608'TO REACH AZIMUTH MARK FROM THE FLAG POLE AT WESLEYN COLLEGE, GO
 ED2608'WEST ON WESLEYN DRIVE FOR 0.3 KM (0.15 MI) TO CLAYTON DRIVE
 ED2608'(COUNTY ROAD S-39-96).  TURN RIGHT AND GO NORTH FOR 0.4 KM
 ED2608'(0.25 MI) TO FERNWAY DRIVE ON THE RIGHT.  TURN RIGHT AND GO FOR
 ED2608'1.6 KM (1.0 MI) TO A T-ROAD.  TURN LEFT ON EARL ROAD AND GO
 ED2608'FOR 0.2 KM (0.1 MI) TO A SIDE ROAD LEFT LEADING TO A BRICK HOUSE.
 ED2608'TURN LEFT AND GO 0.1 KM (0.05 MI) TO THE AZIMUTH MARK ON
 ED2608'RIGHT, IN THE YARD ON THE WEST SIDE OF HOUSE.
 ED2608'
 ED2608'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2608'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2608
 ED2608                          STATION RECOVERY (1988)
 ED2608
 ED2608'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2608'STATION IS LOCATED (1.1 MI) EAST OF CENTRAL AND (2.4 MI) SOUTH OF
 ED2608'NORRIS.  OWNERSHIP--CENTRAL WESLEYAN COLLEGE, CENTRAL, SC  29630,
 ED2608'PHONE 803-639-3453
 ED2608'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 AND STATE
 ED2608'ROAD 18 IN CENTRAL, GO EAST-NORTHEAST ON HIGHWAY 93 FOR (0.35 MI) TO
 ED2608'THE JUNCTION OF STATE ROAD 165.  TURN RIGHT ON ROAD 165 FOR (0.85 MI)
 ED2608'TO THE CENTRAL WESLEYAN COLLEGE LIBRARY BUILDING ON A CUL-DE-SAC.
 ED2608'CONTINUE BY FOOT TO THE MARK BEHIND THE LIBRARY NEAR THE EAST CORNER.
 ED2608'STATION MARK IS A CONCRETE POST FLUSH WITH THE GROUND, (96.0 FT)
 ED2608'SOUTHWEST OF THE SOUTH CORNER OF THE BROWER CLASSROOM BUILDING,
 ED2608'(74.7 FT) WEST-NORTHWEST OF A FIRE HYDRANT, (38.0 FT) NORTH OF THE
 ED2608'CORNER OF THE LIBRARY, (2.5 FT) EAST-NORTHEAST OF THE EAST EDGE OF A
 ED2608'SIDEWALK.
 ED2608'DESCRIBED BY J R WERNER
 ED2608
 ED2608                          STATION RECOVERY (1991)
 ED2608
 ED2608'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2608'NOT RECOVERED, STATION IS UNDER A NEW SIDEWALK. RECOVERY BY C.E.
 ED2608'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2607 ***********************************************************************
 ED2607  DESIGNATION -  39 015 AZ MK
 ED2607  PID         -  ED2607
 ED2607  STATE/COUNTY-  SC/PICKENS
 ED2607  USGS QUAD   -  CLEMSON (1980)
 ED2607
 ED2607                         *CURRENT SURVEY CONTROL
 ED2607  ___________________________________________________________________
 ED2607* NAD 83(2001)-  34 44 16.51948(N)    082 45 23.60760(W)     ADJUSTED  
 ED2607* NAVD 88     -       286.897  (meters)     941.26   (feet)  ADJUSTED  
 ED2607  ___________________________________________________________________
 ED2607  X           -     661,602.917 (meters)                     COMP
 ED2607  Y           -  -5,205,382.710 (meters)                     COMP
 ED2607  Z           -   3,614,158.301 (meters)                     COMP
 ED2607  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 ED2607  ELLIP HEIGHT-         255.94  (meters)          (03/27/03) GPS OBS
 ED2607  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 ED2607  DYNAMIC HT  -         286.601 (meters)     940.29  (feet)  COMP
 ED2607  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 ED2607
 ED2607  HORZ ORDER  -  FIRST
 ED2607  VERT ORDER  -  FIRST     CLASS II
 ED2607  ELLP ORDER  -  FOURTH    CLASS II
 ED2607
 ED2607.The horizontal coordinates were established by GPS observations
 ED2607.and adjusted by the National Geodetic Survey in March 2003..
 ED2607
 ED2607.The orthometric height was determined by differential leveling
 ED2607.and adjusted by the National Geodetic Survey in June 1991..
 ED2607
 ED2607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2607
 ED2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2607
 ED2607.The ellipsoidal height was determined by GPS observations
 ED2607.and is referenced to NAD 83.
 ED2607
 ED2607.The geoid height was determined by GEOID03.
 ED2607
 ED2607.The dynamic height is computed by dividing the NAVD 88
 ED2607.geopotential number by the normal gravity value computed on the
 ED2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2607.degrees latitude (g = 980.6199 gals.).
 ED2607
 ED2607.The modeled gravity was interpolated from observed gravity values.
 ED2607
 ED2607;                    North         East     Units Scale Factor Converg.
 ED2607;SPC SC       -   323,488.781   448,750.451   MT  0.99996749   -0 58 25.8
 ED2607;SPC SC       - 1,061,314.90  1,472,278.38   iFT  0.99996749   -0 58 25.8
 ED2607;UTM  17      - 3,845,385.117   339,192.915   MT  0.99991872   -1 00 04.1
 ED2607
 ED2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2607!SPC SC       -   0.99995983  x   0.99996749  =   0.99992732
 ED2607!UTM  17      -   0.99995983  x   0.99991872  =   0.99987855
 ED2607
 ED2607:                Primary Azimuth Mark                     Grid Az
 ED2607:SPC SC       -  39 015                                   203 27 16.1
 ED2607:UTM  17      -  39 015                                   203 28 54.4
 ED2607
 ED2607|---------------------------------------------------------------------|
 ED2607| PID    Reference Object                     Distance      Geod. Az  |
 ED2607|                                                           dddmmss.s |
 ED2607| ED2608 39 015                              APPROX. 1.2 KM 2022850.3 |
 ED2607| ED2657 NORRIS ENKA TANK                    APPROX. 1.7 KM 3271334.0 |
 ED2607|---------------------------------------------------------------------|
 ED2607
 ED2607                          SUPERSEDED SURVEY CONTROL
 ED2607
 ED2607  NAD 83(1995)-  34 44 16.51936(N)    082 45 23.60766(W) AD(       ) 1
 ED2607  ELLIP H (12/20/99)  255.94   (m)                       GP(       ) 4 1
 ED2607  NAD 83(1986)-  34 44 16.52785(N)    082 45 23.60753(W) AD(       ) 1
 ED2607  NAD 83(1986)-  34 44 16.52770(N)    082 45 23.60441(W) AD(       ) 2
 ED2607  NAD 27      -  34 44 16.13241(N)    082 45 24.09615(W) AD(       ) 2
 ED2607  NGVD 29 (12/12/91)  286.966  (m)          941.49   (f) ADJUSTED    1 2
 ED2607
 ED2607.Superseded values are not recommended for survey control.
 ED2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2607.See file dsdata.txt to determine how the superseded data were derived.
 ED2607
 ED2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3919345385(NAD 83)
 ED2607_MARKER: DD = SURVEY DISK
 ED2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2607_SP_SET: CONCRETE POST
 ED2607_STAMPING: AZ MK 39 015 1980
 ED2607_MARK LOGO: SCGS  
 ED2607_PROJECTION: FLUSH
 ED2607_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2607+STABILITY: SURFACE MOTION
 ED2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2607+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 ED2607
 ED2607  HISTORY     - Date     Condition        Report By
 ED2607  HISTORY     - 1980     MONUMENTED       SCGS
 ED2607  HISTORY     - 1981     GOOD             SCGS
 ED2607  HISTORY     - 19880815 GOOD             SCGS
 ED2607  HISTORY     - 19910806 GOOD             SCGS
 ED2607  HISTORY     - 19910806 GOOD             SCGS
 ED2607  HISTORY     - 19920115 GOOD
 ED2607
 ED2607                          STATION DESCRIPTION
 ED2607
 ED2607'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2607'THE STATION IS LOCATED ABOUT 16.4 KM (10.2 MI) NORTHEAST OF
 ED2607'SENECA, 10.1 KM (6.2 MI) NORTH-NORTHEAST OF PENDELTON, 2.4 KM
 ED2607'(1.5 MI) NORTH OF CENTRAL AND ON PRIVATE PROPERTY.
 ED2607'OWNERSHIP--MR THOMAS EARL, CENTRAL SC 29630,
 ED2607'PHONE 803-639-2339.
 ED2607'
 ED2607'TO REACH THE STATION FROM THE FLAG POLE AT WESLEYN COLLEGE.  GO
 ED2607'WEST ON WESLEYN DRIVE FOR 0.3 KM (0.15 MI) TO CLAYTON DRIVE
 ED2607'(COUNTY ROAD S-39-96).  TURN RIGHT AND GO NORTH FOR 0.4 KM
 ED2607'(0.25 MI) TO FERNWAY DRIVE ON RIGHT.  TURN RIGHT AND GO
 ED2607'1.6 KM (1.0 MI) TO A T-ROAD.  TURN LEFT ONTO EARL
 ED2607'ROAD AND GO FOR 0.2 KM (0.1 MI) TO A SIDE ROAD LEFT LEADING
 ED2607'TO BRICK HOUSE.  TURN LEFT AND GO 0.1 KM (0.05 MI)
 ED2607'TO THE STATION ON RIGHT IN THE YARD AT WEST SIDE
 ED2607'OF THE HOUSE.
 ED2607'
 ED2607'THE STATION IS A STANDARD SCGS DISK
 ED2607'STAMPED---AZ MK 39 015 1980---,
 ED2607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2607'FLUSH WITH GROUND.  IT IS LOCATED
 ED2607'18.6 METERS (61.0 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF
 ED2607'THE BRICK HOUSE,
 ED2607'11.9 METERS (39.0 FT) EAST FROM THE APPROXIMATE CENTER OF A DIRT
 ED2607'DRIVE AND
 ED2607'5.1 METERS (16.7 FT) NORTH-NORTHWEST FROM A 40 CM IN DIAMETER OAK
 ED2607'TREE.
 ED2607'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2607'STAMPED---AZ MK 39 015 1980---,
 ED2607'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2607'
 ED2607'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2607'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2607
 ED2607                          STATION RECOVERY (1988)
 ED2607
 ED2607'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2607'STATION IS LOCATED (1.7 MI) EAST OF CENTRAL AND (1.7 MI) SOUTH OF
 ED2607'NORRIS.  OWNERSHIP--MR THOMAS EARL, RT 1, CENTRAL, SC  29630, MR AND
 ED2607'MRS DON SMITH, OCCUPANTS
 ED2607'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 AND STATE
 ED2607'ROAD 18 IN CENTRAL, GO EAST-NORTHEAST ON HIGHWAY 93 FOR (1.85 MI) TO
 ED2607'THE JUNCTION OF STATE ROAD 44 (EARLE ROAD N6).  TURN RIGHT ON ROAD 44
 ED2607'FOR (0.2 MI) TO A DRIVEWAY RIGHT LEADING BEHIND A BRICK HOUSE AT THE
 ED2607'TOP OF A HILL.  TURN RIGHT ON THE DRIVEWAY FOR (0.05 MI) TO THE MARK
 ED2607'SOUTHWEST OF THE HOUSE, IN-LINE WITH THE FRONT FACE.
 ED2607'STATION MARK IS FLUSH WITH THE GROUND, (61.0 FT) WEST OF THE SOUTH
 ED2607'CORNER OF THE HOUSE, (52.8 FT) SOUTHWEST OF THE WEST CORNER OF THE
 ED2607'HOUSE, (45.6 FT) SOUTH OF A DOUBLE-TRUNKED PECAN TREE, (38.0 FT) EAST
 ED2607'OF THE CENTER OF THE DRIVEWAY.
 ED2607'DESCRIBED BY J R WERNER
 ED2607
 ED2607                          STATION RECOVERY (1991)
 ED2607
 ED2607'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2607'RECOVERED IN GOOD CONDITION.
 ED2607
 ED2607                          STATION RECOVERY (1991)
 ED2607
 ED2607'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2607'RECOVERED AS DESCRIBED IN L25181.
 ED2607
 ED2607                          STATION RECOVERY (1992)
 ED2607
 ED2607'RECOVERED 1992
 ED2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2670 ***********************************************************************
 ED2670  DESIGNATION -  39 016
 ED2670  PID         -  ED2670
 ED2670  STATE/COUNTY-  SC/PICKENS
 ED2670  USGS QUAD   -  OLD PICKENS (1980)
 ED2670
 ED2670                         *CURRENT SURVEY CONTROL
 ED2670  ___________________________________________________________________
 ED2670* NAD 83(2001)-  34 47 49.82254(N)    082 52 54.75695(W)     ADJUSTED  
 ED2670* NAVD 88     -       259.17   (+/-2cm)     850.3    (feet)  VERTCON   
 ED2670  ___________________________________________________________________
 ED2670  X           -     649,748.642 (meters)                     COMP
 ED2670  Y           -  -5,203,075.182 (meters)                     COMP
 ED2670  Z           -   3,619,542.278 (meters)                     COMP
 ED2670  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 ED2670  ELLIP HEIGHT-         228.19  (meters)          (03/27/03) GPS OBS
 ED2670  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED2670
 ED2670  HORZ ORDER  -  THIRD
 ED2670  VERT ORDER  -  THIRD ? (See Below)
 ED2670  ELLP ORDER  -  FOURTH    CLASS II
 ED2670
 ED2670.The horizontal coordinates were established by classical geodetic methods
 ED2670.and adjusted by the National Geodetic Survey in March 2003..
 ED2670
 ED2670.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2670.The vertical order pertains to the NGVD 29 superseded value.
 ED2670
 ED2670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2670
 ED2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2670
 ED2670.The ellipsoidal height was determined by GPS observations
 ED2670.and is referenced to NAD 83.
 ED2670
 ED2670.The geoid height was determined by GEOID03.
 ED2670
 ED2670;                    North         East     Units Scale Factor Converg.
 ED2670;SPC SC       -   330,262.617   437,395.762   MT  0.99998735   -1 02 35.9
 ED2670;SPC SC       - 1,083,538.77  1,435,025.47   iFT  0.99998735   -1 02 35.9
 ED2670;UTM  17      - 3,852,164.474   327,842.069   MT  0.99996531   -1 04 27.1
 ED2670
 ED2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2670!SPC SC       -   0.99996418  x   0.99998735  =   0.99995153
 ED2670!UTM  17      -   0.99996418  x   0.99996531  =   0.99992949
 ED2670
 ED2670|---------------------------------------------------------------------|
 ED2670| PID    Reference Object                     Distance      Geod. Az  |
 ED2670|                                                           dddmmss.s |
 ED2670| ED2669 39 016 PTA 1                          4.938 METERS 09045     |
 ED2670| ED2970 39 016 RM 1                          16.920 METERS 19017     |
 ED2670| ED2662 39 016 AZ MK 2                      APPROX. 0.8 KM 2041905.8 |
 ED2670| ED2671 39 016 PTA 2                          5.196 METERS 20426     |
 ED2670| ED2664 OCONEE NUCLEAR FACILITY TK          APPROX. 1.7 KM 2575857.4 |
 ED2670| ED2663 39 016 AZ MK 1                      APPROX. 1.5 KM 2695323.4 |
 ED2670|---------------------------------------------------------------------|
 ED2670
 ED2670                          SUPERSEDED SURVEY CONTROL
 ED2670
 ED2670  NAD 83(1995)-  34 47 49.82216(N)    082 52 54.75701(W) AD(       ) 2
 ED2670  ELLIP H (12/20/99)  228.18   (m)                       GP(       ) 4 1
 ED2670  NAD 83(1986)-  34 47 49.82941(N)    082 52 54.75608(W) AD(       ) 2
 ED2670  NAD 27      -  34 47 49.45181(N)    082 52 55.23017(W) AD(       ) 2
 ED2670  NGVD 29 (03/31/93)  259.23   (m)          850.5    (f) LEVELING    3  
 ED2670
 ED2670.Superseded values are not recommended for survey control.
 ED2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2670.See file dsdata.txt to determine how the superseded data were derived.
 ED2670
 ED2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2784252164(NAD 83)
 ED2670_MARKER: DD = SURVEY DISK
 ED2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2670_SP_SET: CONCRETE POST
 ED2670_STAMPING: HORZ 39 016 1980
 ED2670_MARK LOGO: SCGS  
 ED2670_PROJECTION: FLUSH
 ED2670_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2670+STABILITY: SURFACE MOTION
 ED2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2670+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED2670
 ED2670  HISTORY     - Date     Condition        Report By
 ED2670  HISTORY     - 1980     MONUMENTED       SCGS
 ED2670  HISTORY     - 1980     GOOD             SCGS
 ED2670  HISTORY     - 19910805 GOOD             SCGS
 ED2670  HISTORY     - 19910805 GOOD             SCGS
 ED2670  HISTORY     - 19920121 GOOD
 ED2670  HISTORY     - 20060318 GOOD             USPSQD
 ED2670
 ED2670                          STATION DESCRIPTION
 ED2670
 ED2670'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2670'THE STATION IS LOCATED ABOUT 16 KM (10 MI) EAST OF WALHALLA,
 ED2670'AT THE DAM ON THE KEEWEE RIVER, 1.6 KM (1 MI) EAST
 ED2670'0F THE OCONEE NUCLEAR PLANT, 0.8 KM (0.5 MI) NORTH
 ED2670'OF STATE HIGHWAY 183 AND ALONG A TRACK ROAD UNDER A
 ED2670'HIGH TENSION LINE, ON PROPERTY OF DUKE POWER COMPANY.
 ED2670'OWNERSHIP--DEBBIE DUBOSE DIRECTOR, KEOWEE TOXAWAY VISITORS
 ED2670'CENTER, PO BOX 308, CLEMSON SC 29631,
 ED2670'PHONE 803-882-5620.
 ED2670'
 ED2670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 130 AND
 ED2670'183 ABOUT 6.5 KM (4 MI) SOUTHWEST OF SIX MILE.
 ED2670'GO NORTHEAST ON HIGHWAY 183 FOR 2.0 KM (1.15 MI)
 ED2670'TO A FORK LEFT.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI)
 ED2670'TO THE COUNTY LINE AT THE KEEWEE RIVER.  CONTINUE AHEAD
 ED2670'FOR 0.3 KM (0.2 MI) TO A DIM ROAD LEFT, BEAR LEFT FOR 0.1 KM
 ED2670'(0.05 MI) TO A TRACK ROAD LEFT, UPHILL.  TURN LEFT AND GO
 ED2670'WEST FOR 0.2 KM (0.1 MI) TO A T-ROAD AT TOP OF HILL.  TURN RIGHT
 ED2670'AND GO NORTH ALONG THE HIGH LINE FOR 0.4 KM (0.25 MI) TO HIGH
 ED2670'GROUND AND THE STATION ON THE LEFT.
 ED2670'
 ED2670'THE STATION IS A STANDARD SCGS DISK
 ED2670'STAMPED---HORZ 39 016 1980---,
 ED2670'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2670'FLUSH WITH GROUND.  IT IS LOCATED
 ED2670'5.7 METERS (18.7 FT) WEST FROM THE CENTER OF A TRACK ROAD,
 ED2670'3.0 METERS (9.8 FT) WEST FROM THE MIDDLE ONE OF
 ED2670'THREE OVERHEAD POWER LINES.
 ED2670'0.9 METERS (3.0 FT) NORTH FROM A METAL WITNESS POST AND
 ED2670'0.8 METERS (2.6 FT) SOUTH FROM A METAL WITNESS POST.
 ED2670'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2670'STAMPED---HORZ 39 016 1980---,
 ED2670'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2670'
 ED2670'REFERENCE MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2670'STAMPED---RM 1 39 016 1980---,
 ED2670'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 ED2670'30.9 METERS (101.4) EAST FROM A WOODEN UTILITY POLE AND
 ED2670'3.3 METERS (10.8 FT) WEST FROM THE CENTER OF THE TRACK ROAD.
 ED2670'MARK IS BELOW STATION 0.6 METERS.
 ED2670'
 ED2670'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2670'STAMPED---AZ MK 1 39 016 1980---,
 ED2670'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2670'FLUSH WITH GROUND.  IT IS LOCATED
 ED2670'31.4 METERS (103 FT) EAST-SOUTHEAST FROM THE EAST
 ED2670'ONE OF TWO FLAG POLES,
 ED2670'9.0 METERS (29.5 FT) NORTH FROM A CONCRETE WALL TO AN OVERLOOK AND
 ED2670'7.5 METERS (24.6) NORTH-NORTHEAST FROM A 25 CM
 ED2670'DIAMETER SUGAR MAPLE TREE.
 ED2670'
 ED2670'TO REACH AZIMUTH MARK NUMBER 1 FROM THE
 ED2670'JUNCTION OF STATE HIGHWAYS 130 AND 183, ABOUT 6.5 KM
 ED2670'(4 MI) SOUTHWEST OF SIX MILE.  GO NORTH ON HIGHWAYS
 ED2670'130 AND 183 FOR 1.4 KM (0.9 MI) TO A ROAD RIGHT LEADING INTO
 ED2670'THE NUCLEAR PLANT.  TURN RIGHT AND GO EAST FOLLOWING KEOWEE
 ED2670'TOXAWAY VISIT0R CENTER SIGNS FOR 0.5 (0.3 MI) TO A PARKING AREA
 ED2670'THE END OF THE ROAD AND THE MARK IN THE LAWN AT
 ED2670'THE EAST END OF THE BUILDING.
 ED2670'
 ED2670'AZIMUTH MARK NUMBER 2 IS A STANDARD SCGS DISK
 ED2670'STAMPED---AZ MK 2 39 016 1980---,
 ED2670'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2670'FLUSH WITH GROUND.  IT IS LOCATED
 ED2670'10.5 METERS (34.4 FT) NORTH-NORTHWEST FROM THE CENTER OF HIGHWAY 183,
 ED2670'6.5 METERS (21.3 FT) SOUTH FROM THE CENTER OF THE PAVED ROAD AND
 ED2670'1.0 METERS (3.3 FT) NORTH-NORTHWEST FROM THE END OF A GUARDRAIL.
 ED2670'
 ED2670'TO REACH AZIMUTH MARK NUMBER 2 FROM THE
 ED2670'JUNCTION OF STATE HIGHWAYS 130 AND 183, ABOUT 6.5 KM
 ED2670'(4 MI) SOUTHWEST OF SIX MILE.  GO NORTHEAST ON HIGHWAY 183 FOR
 ED2670'FOR 2.0 KM (1.5 MI) TO A FORK LEFT AND AZIMUTH MARK 2 ON THE LEFT.
 ED2670'
 ED2670'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE IS
 ED2670'ONLY ONE REFERENCE MARK.
 ED2670'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED2670
 ED2670                          STATION RECOVERY (1980)
 ED2670
 ED2670'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2670'RECOVERED IN GOOD CONDITION.
 ED2670
 ED2670                          STATION RECOVERY (1991)
 ED2670
 ED2670'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2670'STATION IS LOCATED 3.5 MILES (5.6 KM) WEST OF SIX MILE, 5.2 MILES
 ED2670'(8.4 KM) NORTH NORTHEAST OF NEWRY.  OWNERSHIP--DUKE POWER. TO REACH
 ED2670'THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 133, 183 AND
 ED2670'STATE ROAD 15, 2.1 MILES (3.4 KM) NORTHWEST OF SIX MILE, GO EAST ON
 ED2670'HIGHWAY 183 FOR 1.2 MILES (1.9 KM) TO THE SOUTHWEST END OF THE KEOWEE
 ED2670'RIVER BRIDGE (PICKENS COUNTY LINE), CONTINUE ON HIGHWAY 183 FOR 0.2
 ED2670'MILE (0.3 KM) TO A TRACK ROAD LEFT AND A METAL GATE JUST BEFORE A
 ED2670'OVERHEAD HIGH-TENSION POWER LINE CROSSING, BEAR LEFT PASSING THROUGH
 ED2670'GATE FOR 0.05 MILE (0.08 KM) TO A ROAD LEFT, TURN LEFT UPHILL ALONG
 ED2670'THE POWER LINE FOR 0.1 MILE (0.2 KM) TO A POINT WHERE ROAD TURNS
 ED2670'RIGHT ALONG ANOTHER HIGH-TENSION LINE, CONTINUE ALONG ROAD FOR 0.25
 ED2670'MILE (0.40 KM) TO HIGH GROUND AND THE STATION ON THE LEFT. STATION IS
 ED2670'A CONCRETE POST FLUSH WITH THE GROUND, 109.1 FEET (33.3 M) EAST OF A
 ED2670'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 138.7 FEET
 ED2670'(42.3 M) NORTHWEST OF A 16-INCH PINE TREE WITH A SCGS REFERENCE
 ED2670'WASHER ATTACHED, 56.9 FEET (17.3 M) NORTH NORTHEAST OF SURVEY STATION
 ED2670'39 016 RM 1, 4.0 FEET (1.2 M) NORTH NORTHEAST OF A WITNESS POST, 3.4
 ED2670'FEET (1.0 M) SOUTH SOUTHWEST OF A WITNESS POST. RECOVERED BY C.E.
 ED2670'GEOGHEGAN.
 ED2670
 ED2670                          STATION RECOVERY (1991)
 ED2670
 ED2670'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2670'STATION IS LOCATED 3.5 MILES (5.6 KM) WEST OF SIX MILE, 5.2 MILES (8.4
 ED2670'KM) NORTH NORTHEAST OF NEWRY.  OWNERSHIP--DUKE POWER. TO REACH THE
 ED2670'STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 133, 183 AND STATE
 ED2670'ROAD 15, 2.1 MILES (3.4 KM) NORTHWEST OF SIX MILE, GO EAST ON HIGHWAY
 ED2670'183 FOR 1.2 MILES (1.9 KM) TO THE SOUTHWEST END OF THE KEOWEE RIVER
 ED2670'BRIDGE (PICKENS COUNTY LINE), CONTINUE ON HIGHWAY 183 FOR 0.2 MILE
 ED2670'(0.3 KM) TO A TRACK ROAD LEFT AND A METAL GATE JUST BEFORE A OVERHEAD
 ED2670'HIGH-TENSION POWER LINE CROSSING, BEAR LEFT PASSING THROUGH GATE FOR
 ED2670'0.05 MILE (0.08 KM) TO A ROAD LEFT, TURN LEFT UPHILL ALONG THE POWER
 ED2670'LINE FOR 0.1 MILE (0.2 KM) TO A POINT WHERE ROAD TURNS RIGHT ALONG
 ED2670'ANOTHER HIGH-TENSION LINE, CONTINUE ALONG ROAD FOR 0.25 MILE (0.40 KM)
 ED2670'TO HIGH GROUND AND THE STATION ON THE LEFT. STATION IS A CONCRETE POST
 ED2670'FLUSH WITH THE GROUND, 109.1 FEET (33.3 M) EAST OF A POWER POLE WITH A
 ED2670'SCGS REFERENCE WASHER ATTACHED, 138.7 FEET (42.3 M) NORTHWEST OF A
 ED2670'16-INCH PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 56.9 FEET
 ED2670'(17.3 M) NORTH NORTHEAST OF SURVEY STATION 39 016 RM 1, 4.0 FEET (1.2
 ED2670'M) NORTH NORTHEAST OF A WITNESS POST, 3.4 FEET (1.0 M) SOUTH SOUTHWEST
 ED2670'OF A WITNESS POST. RECOVERED BY C.E. GEOGHEGAN.
 ED2670
 ED2670                          STATION RECOVERY (1992)
 ED2670
 ED2670'RECOVERED 1992
 ED2670'RECOVERED IN GOOD CONDITION.
 ED2670
 ED2670                          STATION RECOVERY (2006)
 ED2670
 ED2670'RECOVERY NOTE BY US POWER SQUADRON 2006 (DHR)
 ED2670'FOUND DIRECTLY BETWEEN TWO WITNESS POSTS, DUG DOWN 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2663 ***********************************************************************
 ED2663  DESIGNATION -  39 016 AZ MK 1
 ED2663  PID         -  ED2663
 ED2663  STATE/COUNTY-  SC/OCONEE
 ED2663  USGS QUAD   -  OLD PICKENS (1980)
 ED2663
 ED2663                         *CURRENT SURVEY CONTROL
 ED2663  ___________________________________________________________________
 ED2663* NAD 83(2001)-  34 47 49.72348(N)    082 53 54.62738(W)     ADJUSTED  
 ED2663* NAVD 88     -       268.0    (meters)     879.     (feet)  VERTCON   
 ED2663  ___________________________________________________________________
 ED2663  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 ED2663  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED2663
 ED2663  HORZ ORDER  -  SECOND
 ED2663
 ED2663.The horizontal coordinates were established by classical geodetic methods
 ED2663.and adjusted by the National Geodetic Survey in March 2004..
 ED2663
 ED2663.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2663
 ED2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2663
 ED2663.The geoid height was determined by GEOID03.
 ED2663
 ED2663;                    North         East     Units Scale Factor Converg.
 ED2663;SPC SC       -   330,287.398   435,874.059   MT  0.99998734   -1 03 09.1
 ED2663;SPC SC       - 1,083,620.07  1,430,033.00   iFT  0.99998734   -1 03 09.1
 ED2663;UTM  17      - 3,852,190.079   326,320.408   MT  0.99997179   -1 05 01.3
 ED2663
 ED2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2663!SPC SC       -   0.99996279  x   0.99998734  =   0.99995013
 ED2663!UTM  17      -   0.99996279  x   0.99997179  =   0.99993458
 ED2663
 ED2663                          SUPERSEDED SURVEY CONTROL
 ED2663
 ED2663  NAD 83(1986)-  34 47 49.73035(N)    082 53 54.62650(W) AD(       ) 2
 ED2663  NAD 27      -  34 47 49.35543(N)    082 53 55.09886(W) AD(       ) 2
 ED2663  NGVD 29 (07/19/86)  268.1    (m)          880.     (f) VERT ANG       
 ED2663
 ED2663.Superseded values are not recommended for survey control.
 ED2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2663.See file dsdata.txt to determine how the superseded data were derived.
 ED2663
 ED2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2632052190(NAD 83)
 ED2663_MARKER: DD = SURVEY DISK
 ED2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2663_SP_SET: CONCRETE POST
 ED2663_STAMPING: AZ MK 1 39 016 1980
 ED2663_MARK LOGO: SCGS  
 ED2663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2663+STABILITY: SURFACE MOTION
 ED2663
 ED2663  HISTORY     - Date     Condition        Report By
 ED2663  HISTORY     - 1980     MONUMENTED       SCGS
 ED2663  HISTORY     - 1980     GOOD             SCGS
 ED2663  HISTORY     - 19910806 GOOD             SCGS
 ED2663
 ED2663                          STATION DESCRIPTION
 ED2663
 ED2663'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2663'THE STATION IS LOCATED ABOUT 16 KM (10.0 MI)
 ED2663'EAST OF WAHALLA, AT THE DAM, ON THE KEEWEE RIVER
 ED2663'AND AT THE OCONEE NUCLEAR PLANT.
 ED2663'OWNERSHIP--DEBBIE DUBOSE DIRECTOR, KEEWEE TOXAWAY
 ED2663'VISITORS CENTER, PO BOX 308, CLEMSON SC 29631.
 ED2663'
 ED2663'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 130 AND
 ED2663'183, ABOUT 6.5 KM (4 MI) SOUTHWEST OF SIX MILE.  GO NORTH ON
 ED2663'HIGHWAYS 130 AND 183 FOR 1.4 KM (0.9 MI) TO A ROAD RIGHT LEADING
 ED2663'INTO NUCLEAR PLANT.  TURN RIGHT AND GO EAST FOLLOWING KEOWEE
 ED2663'TOXAWAY VISITORS CENTER SIGNS FOR 0.5 KM (0.3 MII) TO A PARKING
 ED2663'AREA AND END OF TRUCK TRAVEL.  WALK TO THE EAST SIDE OF BUILDING
 ED2663'AND THE STATION IN THE LAWN.
 ED2663'
 ED2663'THE STATION IS A STANDARD SCGS DISK
 ED2663'STAMPED---AZ MK 1 39 016 1980---,
 ED2663'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2663'FLUSH WITH GROUND.  IT IS LOCATED
 ED2663'31.4 METERS (103.0 FT) EAST-SOUTHEAST FROM THE EAST
 ED2663'ONE OF TWO FLAG POLES,
 ED2663'9.0 METERS (29.5 FT) NORTH FROM A CONCRETE WALL TO A OVERLOOK AND
 ED2663'7.5 METERS (24.6 FT) NORTH-NORTHEAST FROM A 25 CM
 ED2663'DIAMETER SUGAR MAPLE TREE.
 ED2663'
 ED2663'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2663'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2663
 ED2663                          STATION RECOVERY (1980)
 ED2663
 ED2663'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2663'RECOVERED IN GOOD CONDITION.
 ED2663
 ED2663                          STATION RECOVERY (1991)
 ED2663
 ED2663'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2663'STATION IS LOCATED 4.5 MILES (7.2 KM) WEST OF SIX MILE, 5.0 MILES
 ED2663'(8.0 KM) NORTH OF NEWRY.  OWNERSHIP--DUKE POWER. TO REACH THE STATION
 ED2663'FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 133, 183 AND STATE ROAD 15,
 ED2663'BLANK MILE BLANK OF SIX MILE, GO NORTH ON HIGHWAYS 130 AND 183 FOR
 ED2663'0.8 MILE (1.3 KM) TO AN ENTRANCE DRIVE RIGHT TO KEOWEE-TOXAWAY
 ED2663'PROJECT, TURN RIGHT ON ENTRANCE DRIVE FOLLOWING SIGNS TO THE WORLD OF
 ED2663'ENERGY FOR 0.25 MILE (0.40 KM) TO A PARKING AREA NORTHWEST OF THE
 ED2663'ENERGY BUILDING, CONTINUE ON FOOT TO THE NORTHEAST CORNER OF THE
 ED2663'BUILDING AND THE STATION IN THE EDGE OF THE GRASS. STATION IS A
 ED2663'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SIDEWALK, 46.2
 ED2663'FEET (14.1 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE PLANTER
 ED2663'AT THE NORTHEAST CORNER OF THE BUILDING, 35.6 FEET (10.9 M) NORTHEAST
 ED2663'OF THE NORTHWEST CORNER OF THE LEDGE OF A WALL SURROUNDING A GARDEN
 ED2663'OVERLOOK, 23.3 FEET (7.1 M) NORTH NORTHEAST OF THE WEST ONE OF TWO
 ED2663'15-INCH MAPLE TREES ON THE NORTH SIDE OF THE GARDEN OVERLOOK, 32.5
 ED2663'FEET (9.9 M) NORTHWEST OF THE EAST ONE OF TWO 15-INCH MAPLE TREES ON
 ED2663'THE NORTH SIDE OF THE GARDEN OVERLOOK, 104.5 FEET (31.9 M) EAST
 ED2663'SOUTHEAST OF THE EAST ONE OF TWO FLAG POLES ON THE NORTH SIDE OF THE
 ED2663'BUILDING, 20.1 FEET (6.1 M) EAST SOUTHEAST OF THE NORTHEAST CORNER OF
 ED2663'THE SIDEWALK NORTHEAST OF THE BUILDING. NOTE-STATION IS INTERVISIBLE
 ED2663'WITH STATION 39 016. RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2662 ***********************************************************************
 ED2662  DESIGNATION -  39 016 AZ MK 2
 ED2662  PID         -  ED2662
 ED2662  STATE/COUNTY-  SC/PICKENS
 ED2662  USGS QUAD   -  OLD PICKENS (1980)
 ED2662
 ED2662                         *CURRENT SURVEY CONTROL
 ED2662  ___________________________________________________________________
 ED2662* NAD 83(2001)-  34 47 27.20257(N)    082 53 07.14757(W)     ADJUSTED  
 ED2662* NAVD 88     -       211.2    (meters)     693.     (feet)  VERTCON   
 ED2662  ___________________________________________________________________
 ED2662  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ED2662  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED2662
 ED2662  HORZ ORDER  -  SECOND
 ED2662
 ED2662.The horizontal coordinates were established by classical geodetic methods
 ED2662.and adjusted by the National Geodetic Survey in March 2004..
 ED2662
 ED2662.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2662
 ED2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2662
 ED2662.The geoid height was determined by GEOID03.
 ED2662
 ED2662;                    North         East     Units Scale Factor Converg.
 ED2662;SPC SC       -   329,571.430   437,068.131   MT  0.99998519   -1 02 42.8
 ED2662;SPC SC       - 1,081,271.10  1,433,950.56   iFT  0.99998519   -1 02 42.8
 ED2662;UTM  17      - 3,851,473.478   327,514.072   MT  0.99996670   -1 04 33.6
 ED2662
 ED2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2662!SPC SC       -   0.99997171  x   0.99998519  =   0.99995690
 ED2662!UTM  17      -   0.99997171  x   0.99996670  =   0.99993841
 ED2662
 ED2662:                Primary Azimuth Mark                     Grid Az
 ED2662:SPC SC       -  39 016                                   025 21 41.5
 ED2662:UTM  17      -  39 016                                   025 23 32.3
 ED2662
 ED2662|---------------------------------------------------------------------|
 ED2662| PID    Reference Object                     Distance      Geod. Az  |
 ED2662|                                                           dddmmss.s |
 ED2662| ED2670 39 016                              APPROX. 0.8 KM 0241858.7 |
 ED2662| ED2661 BM SC 183                            38.507 METERS 03705     |
 ED2662|---------------------------------------------------------------------|
 ED2662
 ED2662                          SUPERSEDED SURVEY CONTROL
 ED2662
 ED2662  NAD 83(1986)-  34 47 27.20959(N)    082 53 07.14660(W) AD(       ) 2
 ED2662  NAD 27      -  34 47 26.83205(N)    082 53 07.62181(W) AD(       ) 2
 ED2662  NGVD 29 (07/19/86)  211.3    (m)          693.     (f) VERT ANG       
 ED2662
 ED2662.Superseded values are not recommended for survey control.
 ED2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2662.See file dsdata.txt to determine how the superseded data were derived.
 ED2662
 ED2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2751451473(NAD 83)
 ED2662_MARKER: DD = SURVEY DISK
 ED2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2662_SP_SET: CONCRETE POST
 ED2662_STAMPING: AZ MK 2 39 016 1980
 ED2662_MARK LOGO: SCGS  
 ED2662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2662+STABILITY: SURFACE MOTION
 ED2662
 ED2662  HISTORY     - Date     Condition        Report By
 ED2662  HISTORY     - 1980     MONUMENTED       SCGS
 ED2662  HISTORY     - 1980     GOOD             SCGS
 ED2662  HISTORY     - 19910806 GOOD             SCGS
 ED2662
 ED2662                          STATION DESCRIPTION
 ED2662
 ED2662'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2662'THE STATION IS LOCATED ABOUT 16 KM (10.0 MI) EAST OF WAHALLA,
 ED2662'1.6 KM (1.0 MI) EAST OF THE OCONEE NUCLEAR PLANT AND ON THE
 ED2662'RIGHT-OF-WAY OF STATE HIGHWAY 183.
 ED2662'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2662'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2662'
 ED2662'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 130 AND 183,
 ED2662'ABOUT 6.6 KM (4 MI) SOUTHWEST OF SIX MILE.  GO NORTHEAST ON
 ED2662'HIGHWAY 183 FOR 2.0 KM (1.5 MI) TO A FORK LEFT LEADING TO A
 ED2662'DEAD END AND THE STATION ON THE LEFT.
 ED2662'
 ED2662'THE STATION IS A STANDARD SCGS DISK
 ED2662'STAMPED---AZ MK 2 39 016 1980---,
 ED2662'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2662'FLUSH WITH GROUND.  IT IS LOCATED
 ED2662'10.5 METERS (34.4 FT) NORTH-NORTHWEST FROM THE CENTER OF HIGHWAY 183,
 ED2662'6.5 METERS (21.3 FT) SOUTH FROM THE CENTER OF THE PAVED ROAD AND
 ED2662'1.0 METERS (3.3 FT) NORTH-NORTHWEST FROM THE END OF A GUARDRAIL.
 ED2662'
 ED2662'BM SC 183 IS A STANDARD CORPS OF ENGINEERS DISK
 ED2662'STAMPED---SC 183---,
 ED2662'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 CM ON A SIDE
 ED2662'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 ED2662'22.9 METERS (75.1 FT) NORTH FROM THE CENTER OF HIGHWAY 183, AND
 ED2662'15.6 METERS (51.2 FT) EAST-SOUTHEAST FROM THE CENTER OF AN OLD
 ED2662'PAVED ROAD (NOW A DEAD END).
 ED2662'
 ED2662'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2662'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2662
 ED2662                          STATION RECOVERY (1980)
 ED2662
 ED2662'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2662'RECOVERED IN GOOD CONDITION.
 ED2662
 ED2662                          STATION RECOVERY (1991)
 ED2662
 ED2662'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2662'STATION IS LOCATED 3.9 MILES (6.3 KM) WEST SOUTHWEST OF SIX MILE, 4.7
 ED2662'MILES (7.6 KM) NORTH NORTHEAST OF NEWRY. OWNERSHIP--SCDHPT, DIRECTOR
 ED2662'OF PRECONSTRUCTION, P.O. BOX 181, COLUMBIA, SC 29202, PHONE
 ED2662'803-737-1350. TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 ED2662'HIGHWAYS 133, 183 AND STATE ROAD 15, 4.9 MILES (7.9 KM) WEST
 ED2662'SOUTHWEST OF SIX MILE, GO EAST ON HIGHWAY 183 FOR 1.1 MILES (1.8 KM)
 ED2662'TO A FORK LEFT AND THE STATION IN THE VEE NEAR THE LAST GUARDRAIL
 ED2662'POST, 0.1 MILE (0.2 KM) SOUTHWEST OF THE SOUTHWEST END OF THE KEOWEE
 ED2662'RIVER BRIDGE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED2662'LEVEL WITH THE HIGHWAY, 33.5 FEET (10.2 M) NORTHWEST OF THE CENTER OF
 ED2662'THE HIGHWAY, 20.0 FEET (6.1 M) EAST SOUTHEAST OF THE CENTER OF THE
 ED2662'FORK (OLD HIGHWAY), 1.4 FEET (0.4 M) NORTH NORTHWEST OF THE WEST
 ED2662'CORNER OF THE GUARDRAIL POST WITH WITNESS POST SIGNS ATTACHED, 91.3
 ED2662'FEET (27.8 M) WEST SOUTHWEST OF A POWER LINE STUB POLE WITH ONE GUY
 ED2662'WIRE, 126.3 FEET (38.5 M) SOUTHWEST OF SURVEY STATION SC 183.
 ED2662'RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2524 ***********************************************************************
 ED2524  DESIGNATION -  39 017
 ED2524  PID         -  ED2524
 ED2524  STATE/COUNTY-  SC/PICKENS
 ED2524  USGS QUAD   -  EASLEY (1983)
 ED2524
 ED2524                         *CURRENT SURVEY CONTROL
 ED2524  ___________________________________________________________________
 ED2524* NAD 83(2001)-  34 49 40.54473(N)    082 32 40.76034(W)     ADJUSTED  
 ED2524* NAVD 88     -       313.829  (meters)    1029.62   (feet)  ADJUSTED  
 ED2524  ___________________________________________________________________
 ED2524  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 ED2524  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 ED2524  DYNAMIC HT  -         313.508 (meters)    1028.57  (feet)  COMP
 ED2524  MODELED GRAV-     979,603.2   (mgal)                       NAVD 88
 ED2524
 ED2524  HORZ ORDER  -  SECOND
 ED2524  VERT ORDER  -  FIRST     CLASS II
 ED2524
 ED2524.The horizontal coordinates were established by classical geodetic methods
 ED2524.and adjusted by the National Geodetic Survey in March 2004..
 ED2524
 ED2524.The orthometric height was determined by differential leveling
 ED2524.and adjusted by the National Geodetic Survey in June 1991..
 ED2524
 ED2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2524
 ED2524.The geoid height was determined by GEOID03.
 ED2524
 ED2524.The dynamic height is computed by dividing the NAVD 88
 ED2524.geopotential number by the normal gravity value computed on the
 ED2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2524.degrees latitude (g = 980.6199 gals.).
 ED2524
 ED2524.The modeled gravity was interpolated from observed gravity values.
 ED2524
 ED2524;                    North         East     Units Scale Factor Converg.
 ED2524;SPC SC       -   333,162.652   468,302.195   MT  0.99999808   -0 51 22.9
 ED2524;SPC SC       - 1,093,053.32  1,536,424.52   iFT  0.99999808   -0 51 22.9
 ED2524;UTM  17      - 3,855,048.905   358,747.185   MT  0.99984592   -0 52 56.4
 ED2524
 ED2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2524!SPC SC       -   0.99995562  x   0.99999808  =   0.99995370
 ED2524!UTM  17      -   0.99995562  x   0.99984592  =   0.99980155
 ED2524
 ED2524:                Primary Azimuth Mark                     Grid Az
 ED2524:SPC SC       -  POWDERSVILLE SALUDA CO TANK              140 07 13.0
 ED2524:UTM  17      -  POWDERSVILLE SALUDA CO TANK              140 08 46.5
 ED2524
 ED2524|---------------------------------------------------------------------|
 ED2524| PID    Reference Object                     Distance      Geod. Az  |
 ED2524|                                                           dddmmss.s |
 ED2524| ED2223 POWDERSVILLE SALUDA CO TANK         APPROX. 8.2 KM 1391550.1 |
 ED2524| ED2525 39 018                              APPROX. 0.7 KM 2373529.3 |
 ED2524|---------------------------------------------------------------------|
 ED2524
 ED2524                          SUPERSEDED SURVEY CONTROL
 ED2524
 ED2524  NAD 83(1986)-  34 49 40.55164(N)    082 32 40.76140(W) AD(       ) 2
 ED2524  NAD 27      -  34 49 40.13273(N)    082 32 41.28948(W) AD(       ) 2
 ED2524  NGVD 29 (12/12/91)  313.908  (m)         1029.88   (f) ADJUSTED    1 2
 ED2524
 ED2524.Superseded values are not recommended for survey control.
 ED2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2524.See file dsdata.txt to determine how the superseded data were derived.
 ED2524
 ED2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5874755049(NAD 83)
 ED2524_MARKER: DD = SURVEY DISK
 ED2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2524_SP_SET: CONCRETE POST
 ED2524_STAMPING: HORZ 39 017 1980
 ED2524_MARK LOGO: SCGS  
 ED2524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2524+STABILITY: SURFACE MOTION
 ED2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2524+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 ED2524
 ED2524  HISTORY     - Date     Condition        Report By
 ED2524  HISTORY     - 1980     MONUMENTED       SCGS
 ED2524  HISTORY     - 1980     GOOD             SCGS
 ED2524  HISTORY     - 19880812 GOOD             SCGS
 ED2524  HISTORY     - 19910813 GOOD             SCGS
 ED2524
 ED2524                          STATION DESCRIPTION
 ED2524
 ED2524'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2524'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) WEST OF GREENVILLE,
 ED2524'5 KM (3 MI) EAST OF EASLEY AND AT THE PLATT SACO-LOWELL FACTORY.
 ED2524'PERMISSION WAS GIVEN BY T.N. PAPLEALOS, VICE PRESIDENT OF
 ED2524'ADMINISTRATION.
 ED2524'OWNERSHIP--MR B L HARRISON, PO BOX 2327,
 ED2524'GREENVILLE SC 29602, PHONE 803-895-3211.
 ED2524'
 ED2524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND
 ED2524'STATE HIGHWAY 93 ON THE EAST SIDE OF EASLEY.  GO EASTERLY ON U.S.
 ED2524'HIGHWAY 123 FOR 1.4 KM (0.9 MI) TO A CROSSROADS.  TURN LEFT
 ED2524'CROSSING BRIDGE FOR 0.2 KM (0.1 MI) TO THE SECOND SIDE ROAD RIGHT
 ED2524'AND ENTRANCE TO THE PLATT SACO-LOWELL PLANT.  TURN RIGHT
 ED2524'AND GO EASTERLY FOR 0.2 KM (0.1 MI) TO A CROSSROADS.  CONTINUE
 ED2524'EASTERLY FOR 0.2 KM (0.15 MI) TO A GUARD BUILDING ON THE
 ED2524'LEFT.  STOP HERE AND CHECK WITH THE GUARD BEFORE CONTINUING TO
 ED2524'THE STATION, BEAR RIGHT, THEN LEFT FOLLOWING THE PAVED ROAD
 ED2524'PARALLELING THE BUILDING FOR 0.2 KM (0.1 MI) TO THE STATION ON
 ED2524'THE RIGHT.
 ED2524'
 ED2524'THE STATION IS A STANDARD SCGS DISK
 ED2524'STAMPED---HORZ 39 017 1980---,
 ED2524'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2524'FLUSH WITH GROUND.  IT IS LOCATED
 ED2524'31.3 METERS (102.7 FT) WEST FROM THE WESTERN MOST AND
 ED2524'LARGEST ONE OF TWO FIRE HYDRANTS,
 ED2524'18.4 METERS (60.3 FT) SOUTHWEST FROM THE SOUTHEAST
 ED2524'CORNER OF THE PLATT SACO-LOWELL BUILDING AND
 ED2524'0.9 METER (3.0 FT) SOUTH FROM THE CENTER OF THE
 ED2524'EASTERN MOST ONE OF A ROW OF
 ED2524'FLOOD LIGHTS PROJECTING 0.5 METERS(1.6 FT).
 ED2524'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2524'STAMPED---HORZ 39 017 1980---,
 ED2524'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2524'
 ED2524'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2524'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS TIME.
 ED2524
 ED2524                          STATION RECOVERY (1980)
 ED2524
 ED2524'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2524'RECOVERED IN GOOD CONDITION.
 ED2524
 ED2524                          STATION RECOVERY (1988)
 ED2524
 ED2524'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2524'STATION IS LOCATED (8.4 MI) WEST OF THE CENTER OF GREENVILLE AND
 ED2524'(3.3 MI) EAST OF EASLEY.  OWNERSHIP--MR. B.L.HARRISON, PO BOX 2327,
 ED2524'GREENVILLE, SC  29202, PHONE 803-895-3211, ON-SITE CONTACT MR. T.N.
 ED2524'PAPLEALOS, VICE PRESIDENT OF ADMINISTRATION, PLATT SACO-LOWELL.
 ED2524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE
 ED2524'HIGHWAY 153 ((4.2 MI) EAST OF EASLEY), GO WEST ON HIGHWAY 123 FOR
 ED2524'(1.25 MI) TO THE JUNCTION OF STATE ROAD 135, TURN RIGHT ON ROAD 135
 ED2524'FOR (0.1 MI) ACROSS A BRIDGE OVER THE SOUTHERN RAILWAY TRACKS TO THE
 ED2524'SECOND ROAD RIGHT (PLATT SACO-LOWELL PLANT ENTRANCE), TURN RIGHT ON
 ED2524'THE ENTRANCE ROAD FOR (0.1 MI) TO A CROSSROAD, CONTINUE ON THE
 ED2524'ENTRANCE ROAD FOR (0.15 MI) TO CROSSROAD AND A GATE ON THE LEFT AT THE
 ED2524'CORNER OF THE PLANT, CONTINUE ON THE ROAD (LINED WITH 1.5-FT-HIGH
 ED2524'FLOODLIGHTS) ALONG THE FRONT OF THE PLANT FOR (0.1 MI) TO THE LAST
 ED2524'FLOODLIGHT AND THE MARK ON THE RIGHT.
 ED2524'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (2.9 FT) SOUTH OF
 ED2524'THE FLOODLIGHT, (102.3 FT) WEST OF THE LARGER OF TWO FIRE HYDRANTS,
 ED2524'(60.3 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE PLANT,
 ED2524'(4.3 FT) SOUTH OF THE SOUTH CURB OF THE DRIVEWAY, (221.5 FT)
 ED2524'EAST-NORTHEAST OF A FLAG POLE.
 ED2524'DESCRIBED BY T HALL
 ED2524
 ED2524                          STATION RECOVERY (1991)
 ED2524
 ED2524'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2525 ***********************************************************************
 ED2525  DESIGNATION -  39 018
 ED2525  PID         -  ED2525
 ED2525  STATE/COUNTY-  SC/PICKENS
 ED2525  USGS QUAD   -  EASLEY (1983)
 ED2525
 ED2525                         *CURRENT SURVEY CONTROL
 ED2525  ___________________________________________________________________
 ED2525* NAD 83(2001)-  34 49 29.12477(N)    082 33 02.57399(W)     ADJUSTED  
 ED2525* NAVD 88     -       317.520  (meters)    1041.73   (feet)  ADJUSTED  
 ED2525  ___________________________________________________________________
 ED2525  X           -     679,590.401 (meters)                     COMP
 ED2525  Y           -  -5,197,547.976 (meters)                     COMP
 ED2525  Z           -   3,622,088.056 (meters)                     COMP
 ED2525  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 ED2525  ELLIP HEIGHT-         286.39  (meters)          (03/27/03) GPS OBS
 ED2525  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 ED2525  DYNAMIC HT  -         317.195 (meters)    1040.66  (feet)  COMP
 ED2525  MODELED GRAV-     979,602.4   (mgal)                       NAVD 88
 ED2525
 ED2525  HORZ ORDER  -  SECOND
 ED2525  VERT ORDER  -  FIRST     CLASS II
 ED2525  ELLP ORDER  -  FOURTH    CLASS II
 ED2525
 ED2525.The horizontal coordinates were established by classical geodetic methods
 ED2525.and adjusted by the National Geodetic Survey in March 2003..
 ED2525
 ED2525.The orthometric height was determined by differential leveling
 ED2525.and adjusted by the National Geodetic Survey in June 1991..
 ED2525
 ED2525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2525
 ED2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2525
 ED2525.The ellipsoidal height was determined by GPS observations
 ED2525.and is referenced to NAD 83.
 ED2525
 ED2525.The geoid height was determined by GEOID03.
 ED2525
 ED2525.The dynamic height is computed by dividing the NAVD 88
 ED2525.geopotential number by the normal gravity value computed on the
 ED2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2525.degrees latitude (g = 980.6199 gals.).
 ED2525
 ED2525.The modeled gravity was interpolated from observed gravity values.
 ED2525
 ED2525;                    North         East     Units Scale Factor Converg.
 ED2525;SPC SC       -   332,819.076   467,742.675   MT  0.99999696   -0 51 35.0
 ED2525;SPC SC       - 1,091,926.10  1,534,588.83   iFT  0.99999696   -0 51 35.0
 ED2525;UTM  17      - 3,854,705.635   358,187.594   MT  0.99984787   -0 53 08.6
 ED2525
 ED2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2525!SPC SC       -   0.99995505  x   0.99999696  =   0.99995201
 ED2525!UTM  17      -   0.99995505  x   0.99984787  =   0.99980292
 ED2525
 ED2525:                Primary Azimuth Mark                     Grid Az
 ED2525:SPC SC       -  EASLEY PSL TANK                          028 02 40.4
 ED2525:UTM  17      -  EASLEY PSL TANK                          028 04 14.0
 ED2525
 ED2525|---------------------------------------------------------------------|
 ED2525| PID    Reference Object                     Distance      Geod. Az  |
 ED2525|                                                           dddmmss.s |
 ED2525| ED2520 EASLEY PSL TANK                     APPROX. 0.6 KM 0271105.4 |
 ED2525| ED2524 39 017                              APPROX. 0.7 KM 0573516.8 |
 ED2525| ED2522 EASLEY WOODSIDE MILLS TK            APPROX. 5.2 KM 2672017.4 |
 ED2525| ED2523 EASLEY N MUN TANK                   APPROX. 5.3 KM 2783317.9 |
 ED2525|---------------------------------------------------------------------|
 ED2525
 ED2525                          SUPERSEDED SURVEY CONTROL
 ED2525
 ED2525  NAD 83(1995)-  34 49 29.12494(N)    082 33 02.57399(W) AD(       ) 2
 ED2525  ELLIP H (12/20/99)  286.39   (m)                       GP(       ) 4 1
 ED2525  NAD 83(1986)-  34 49 29.13171(N)    082 33 02.57496(W) AD(       ) 2
 ED2525  NAD 27      -  34 49 28.71244(N)    082 33 03.10224(W) AD(       ) 2
 ED2525  NGVD 29 (12/12/91)  317.598  (m)         1041.99   (f) ADJUSTED    1 2
 ED2525
 ED2525.Superseded values are not recommended for survey control.
 ED2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2525.See file dsdata.txt to determine how the superseded data were derived.
 ED2525
 ED2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5818854706(NAD 83)
 ED2525_MARKER: DD = SURVEY DISK
 ED2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2525_SP_SET: CONCRETE POST
 ED2525_STAMPING: HORZ 39 018 1980
 ED2525_MARK LOGO: SCGS  
 ED2525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2525+STABILITY: SURFACE MOTION
 ED2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2525+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 ED2525
 ED2525  HISTORY     - Date     Condition        Report By
 ED2525  HISTORY     - 1980     MONUMENTED       SCGS
 ED2525  HISTORY     - 1980     GOOD             SCGS
 ED2525  HISTORY     - 19880812 GOOD             SCGS
 ED2525  HISTORY     - 19910813 GOOD             SCGS
 ED2525
 ED2525                          STATION DESCRIPTION
 ED2525
 ED2525'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2525'THE STATION IS LOCATED ABOUT 14 KM (8.8 MI) WEST OF
 ED2525'GREENVILLE, 5 KM (3 MI) EAST OF EASLEY AND NEAR
 ED2525'THE ROCKY SPRINGS BAPTIST CHURCH.
 ED2525'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2525'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2525'
 ED2525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND
 ED2525'STATE HIGHWAY 93 IN EASLEY.  GO EAST ON U.S. HIGHWAY 123 FOR
 ED2525'1.2 KM (0.75 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO ABOUT
 ED2525'30 METERS TO THE STATION ON THE LEFT BY A FENCE LINE.
 ED2525'
 ED2525'THE STATION IS A STANDARD SCGS DISK
 ED2525'STAMPED---HORZ 39 018 1980---,
 ED2525'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 24 CM IN DIAMETER
 ED2525'FLUSH WITH GROUND.  IT IS LOCATED
 ED2525'9.9 METERS (32.5 FT) EAST FROM THE CENTER OF
 ED2525'COUNTY ROAD S-39-135,
 ED2525'5.4 METERS (17.7 FT) NORTHEAST FROM A FIRE PLUG AND
 ED2525'1.6 METERS (5.2 FT) NORTHWEST FROM A METAL WITNESS POST.
 ED2525'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2525'STAMPED---HORZ 39 018 1980---,
 ED2525'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2525'
 ED2525'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2525'NO REFERENCE OR AZIMUTH MARKS ESTABLISHED AT THIS TIME.
 ED2525
 ED2525                          STATION RECOVERY (1980)
 ED2525
 ED2525'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2525'RECOVERED IN GOOD CONDITION.
 ED2525
 ED2525                          STATION RECOVERY (1988)
 ED2525
 ED2525'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2525'STATION IS LOCATED (8.7 MI) WEST OF GREENVILLE, (2.9 MI) EAST OF
 ED2525'EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2525'COLUMBIA, SC  29202
 ED2525'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2525'AND STATE HIGHWAY 153 ((4.2 MI) EAST OF EASLEY), GO WEST ON HIGHWAY
 ED2525'123 FOR (1.3 MI) TO THE JUNCTION OF STATE ROAD 135 (ROCK SPRINGS RD),
 ED2525'TURN LEFT ON ROAD 135 FOR (0.05 MI) TO THE STATION ON THE LEFT BY A
 ED2525'FENCELINE.
 ED2525'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (30.3 FT) EAST OF
 ED2525'THE CENTER OF THE ROAD, (5.2 FT) NORTHWEST OF A WITNESS POST,
 ED2525'(18.0 FT) NORTHEAST OF A FIRE HYDRANT, (147.0 FT) SOUTH OF THE CENTER
 ED2525'OF THE NORTHBOUND LANES OF THE HIGHWAY.
 ED2525'DESCRIBED BY T HALL
 ED2525
 ED2525                          STATION RECOVERY (1991)
 ED2525
 ED2525'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2526 ***********************************************************************
 ED2526  DESIGNATION -  39 019
 ED2526  PID         -  ED2526
 ED2526  STATE/COUNTY-  SC/ANDERSON
 ED2526  USGS QUAD   -  EASLEY (1983)
 ED2526
 ED2526                         *CURRENT SURVEY CONTROL
 ED2526  ___________________________________________________________________
 ED2526* NAD 83(2001)-  34 47 11.95886(N)    082 33 06.35016(W)     ADJUSTED  
 ED2526* NAVD 88     -       308.78   (+/-2cm)    1013.1    (feet)  VERTCON   
 ED2526  ___________________________________________________________________
 ED2526  X           -     679,807.100 (meters)                     COMP
 ED2526  Y           -  -5,199,945.824 (meters)                     COMP
 ED2526  Z           -   3,618,612.315 (meters)                     COMP
 ED2526  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ED2526  ELLIP HEIGHT-         277.76  (meters)          (03/27/03) GPS OBS
 ED2526  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED2526
 ED2526  HORZ ORDER  -  THIRD
 ED2526  VERT ORDER  -  THIRD ? (See Below)
 ED2526  ELLP ORDER  -  FOURTH    CLASS II
 ED2526
 ED2526.The horizontal coordinates were established by classical geodetic methods
 ED2526.and adjusted by the National Geodetic Survey in March 2003..
 ED2526
 ED2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2526.The vertical order pertains to the NGVD 29 superseded value.
 ED2526
 ED2526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2526
 ED2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2526
 ED2526.The ellipsoidal height was determined by GPS observations
 ED2526.and is referenced to NAD 83.
 ED2526
 ED2526.The geoid height was determined by GEOID03.
 ED2526
 ED2526;                    North         East     Units Scale Factor Converg.
 ED2526;SPC SC       -   328,594.151   467,583.264   MT  0.99998374   -0 51 37.1
 ED2526;SPC SC       - 1,078,064.80  1,534,065.83   iFT  0.99998374   -0 51 37.1
 ED2526;UTM  17      - 3,850,481.382   358,026.319   MT  0.99984843   -0 53 07.7
 ED2526
 ED2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2526!SPC SC       -   0.99995640  x   0.99998374  =   0.99994014
 ED2526!UTM  17      -   0.99995640  x   0.99984843  =   0.99980484
 ED2526
 ED2526:                Primary Azimuth Mark                     Grid Az
 ED2526:SPC SC       -  POWDERSVILLE SALUDA CO TANK              106 09 22.2
 ED2526:UTM  17      -  POWDERSVILLE SALUDA CO TANK              106 10 52.8
 ED2526
 ED2526|---------------------------------------------------------------------|
 ED2526| PID    Reference Object                     Distance      Geod. Az  |
 ED2526|                                                           dddmmss.s |
 ED2526| ED2223 POWDERSVILLE SALUDA CO TANK         APPROX. 6.2 KM 1051745.1 |
 ED2526| ED2567 PIERCETOWN RAD STA WAMS MAST        APPROX.10.6 KM 2072854.9 |
 ED2526|---------------------------------------------------------------------|
 ED2526
 ED2526                          SUPERSEDED SURVEY CONTROL
 ED2526
 ED2526  NAD 83(1995)-  34 47 11.95892(N)    082 33 06.35014(W) AD(       ) 2
 ED2526  ELLIP H (12/20/99)  277.76   (m)                       GP(       ) 4 1
 ED2526  NAD 83(1986)-  34 47 11.96554(N)    082 33 06.35382(W) AD(       ) 2
 ED2526  NAD 27      -  34 47 11.54565(N)    082 33 06.87730(W) AD(       ) 2
 ED2526  NGVD 29 (03/31/93)  308.86   (m)         1013.3    (f) LEVELING    3  
 ED2526
 ED2526.Superseded values are not recommended for survey control.
 ED2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2526.See file dsdata.txt to determine how the superseded data were derived.
 ED2526
 ED2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5802650481(NAD 83)
 ED2526_MARKER: DD = SURVEY DISK
 ED2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2526_SP_SET: CONCRETE POST
 ED2526_STAMPING: HORZ 39 019 1980
 ED2526_MARK LOGO: SCGS  
 ED2526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2526+STABILITY: SURFACE MOTION
 ED2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2526+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 ED2526
 ED2526  HISTORY     - Date     Condition        Report By
 ED2526  HISTORY     - 1980     MONUMENTED       SCGS
 ED2526  HISTORY     - 1980     GOOD             SCGS
 ED2526  HISTORY     - 19910813 GOOD             SCGS
 ED2526  HISTORY     - 20060406 GOOD             FRELAN
 ED2526
 ED2526                          STATION DESCRIPTION
 ED2526
 ED2526'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2526'THE STATION IS LOCATED ABOUT 32 KM (20 MI)
 ED2526'NORTH-NORTHEAST OF ANDERSON,
 ED2526'19.2 KM (12 MI) SOUTHWEST OF DOWNTOWN GREENVILLE, 6.5 KM (4 MI)
 ED2526'SOUTHEAST OF
 ED2526'DOWNTOWN EASLEY, ON THE SOUTHEAST SIDE OF THE GALILEE BAPTIST
 ED2526'CHURCH PARKING LOT AND IS ON THE PROPERTY OF THE GALILEE BAPTIST
 ED2526'CHURCH.
 ED2526'OWNERSHIP--REVEREND CLYDE GRAVELEY JR, ROUTE 1 BOX 654,
 ED2526'EASLEY SC 29640, PHONE 803-859-1234.
 ED2526'
 ED2526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 ED2526'(WHITE HORSE ROAD) AND U.S. HIGHWAY 123 ON THE WEST SIDE OF
 ED2526'GREENVILLE.  GO WEST ON U.S. HIGHWAY 123 FOR 3.7 KM
 ED2526'(2.3 MI) TO A BRIDGE OVER SALUDA RIVER AND THE PICKENS
 ED2526'COUNTY LINE.  CONTINUE WEST FOR 1.4 KM (0.9 MI) TO A REVERSE
 ED2526'FORK RIGHT (STATE HIGHWAY 124).  CONTINUE WEST ON U.S. HIGHWAY
 ED2526'123 FOR 4.5 KM (2.8 MI) TO A PAVED ROAD LEFT (S-39-135) AT ROCK
 ED2526'SPRINGS BAPTIST CHURCH.  TURN LEFT ON COUNTY ROAD S-39-135 AND
 ED2526'GO SOUTH FOR 1.4 KM (0.9 MI) TO A PAVED CROSSROAD.  CONTINUE
 ED2526'SOUTHWEST AND SOUTH ON COUNTY ROAD S-39-135 FOR 0.8 KM (0.5 MI)
 ED2526'TO A FIVE-POINT INTERSECTION AND COUNTY ROAD S-39-134.  BEAR LEFT
 ED2526'AND GO SOUTHEAST ON COUNTY ROAD S-39-134 FOR 1.1 KM (0.7 MI) TO A
 ED2526'PAVED SIDE ROAD RIGHT (S-39-148).  TURN RIGHT AND GO SOUTHWEST ON
 ED2526'COUNTY ROAD S-39-148 FOR 1.2 KM (0.9 MI) TO A GRAVEL DRIVEWAY
 ED2526'LEFT LEADING TO GALILEE BAPTIST CHURCH.  TURN LEFT UPHILL FOR 0.2
 ED2526'KM (0.15 MI) PASSING CHURCH AND PARKING LOT, TO A DRIVEWAY AND THE
 ED2526'STATION.
 ED2526'
 ED2526'THE STATION IS A STANDARD SCGS DISK
 ED2526'STAMPED---HORZ 39 019 1980---,
 ED2526'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2526'FLUSH WITH GROUND.  IT IS LOCATED
 ED2526'45.4 METERS (149.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 ED2526'THE CHURCH,
 ED2526'31.6 METERS (103.7 FT) SOUTH FROM A UTILITY POLE WITH A LIGHT AND
 ED2526'4 METERS (13.1 FT) NORTH FROM A GRAVEL DRIVEWAY.
 ED2526'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2526'STAMPED---HORZ 39 019 1980---,
 ED2526'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2526'
 ED2526'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2526'NO REFERENCE OR AZIMUTH MARKS ESTABLISHED AT THIS TIME.
 ED2526
 ED2526                          STATION RECOVERY (1980)
 ED2526
 ED2526'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2526'RECOVERED IN GOOD CONDITION.
 ED2526
 ED2526                          STATION RECOVERY (1991)
 ED2526
 ED2526'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2526'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTHEAST OF EASLEY, 8.0 MILES
 ED2526'(12.9 KM) EAST OF LIBERTY. OWNERSHIP--GALILEE BAPTIST CHURCH,
 ED2526'REVERAND CLYDE GRAVELY JR., PASTOR, 123 GALILEE CHURCH ROAD, EASLEY,
 ED2526'SC 29640, PHONE 803-859-1234, NOTE-CALL BEFORE OBSERVATIONS. TO REACH
 ED2526'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 (PELZER HIGHWAY)
 ED2526'AND 86, 5.1 MILES (8.2 KM) SOUTH SOUTHEAST OF EASLEY, GO WEST
 ED2526'NORTHWEST ON HIGHWAY 8 FOR 0.9 MLE TO THE JUNCTION OF STATE ROAD 485
 ED2526'AND EAST CHURCH STREET, TURN RIGHT ON ROAD 485 FOR 1.8 MILES
 ED2526'(2.9 KM) TO THE JUNCTION OF STATE ROAD 486 (BRUSHY CREEK ROAD), TURN
 ED2526'LEFT ON ROAD 486 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE
 ED2526'ROAD 148 (MEADOW RIDGE ROAD)AND THE PICKENS COUNTY LINE, TURN RIGHT
 ED2526'ON ROAD 148 FOR 0.15 MILE (0.24 KM) TO A ROAD RIGHT (GALILEE CHURCH
 ED2526'ROAD), TURN RIGHT ON GALILEE CHURCH ROAD FOR 0.1 MILE (0.2 KM) TO A
 ED2526'PARKING LOT FOR THE CHURCH ON THE LEFT AND A DRIVEWAY LEADING TO A
 ED2526'DOUBLE-WIDE MOBILE HOME STRAIGHT AHEAD AND THE STATION IN THE EAST
 ED2526'ANGLE OF THE PARKING LOT AND THE DRIVEWAY. STATION IS A CONCRETE POST
 ED2526'FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 148.9 FEET
 ED2526'(45.4 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE CHURCH, 16.7 FEET
 ED2526'(5.1 M) NORTH NORTHEAST OF THE CENTER OF THE DRIVEWAY, 55.2 FEET
 ED2526'(16.8 M) WEST SOUTHWEST OF THE WEST CORNER OF THE CONCRETE BLOCK
 ED2526'FOUNDATION OF THE MOBILE HOME, 143.4 FEET (43.7 M) EAST OF THE EAST
 ED2526'CORNER OF A BRICK HOUSE, 104.1 FEET (31.7 M) SOUTH SOUTHWEST OF A
 ED2526'SECURITY LIGHT POLE IN THE PARKING LOT. RECOVERED BY C.E. GEOGHEGAN.
 ED2526
 ED2526                          STATION RECOVERY (2006)
 ED2526
 ED2526'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 ED2526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2532 ***********************************************************************
 ED2532  DESIGNATION -  39 020
 ED2532  PID         -  ED2532
 ED2532  STATE/COUNTY-  SC/PICKENS
 ED2532  USGS QUAD   -  LIBERTY (1983)
 ED2532
 ED2532                         *CURRENT SURVEY CONTROL
 ED2532  ___________________________________________________________________
 ED2532* NAD 83(2001)-  34 47 03.74693(N)    082 38 22.91423(W)     ADJUSTED  
 ED2532* NAVD 88     -       318.94   (+/-2cm)    1046.4    (feet)  VERTCON   
 ED2532  ___________________________________________________________________
 ED2532  X           -     671,845.274 (meters)                     COMP
 ED2532  Y           -  -5,201,134.510 (meters)                     COMP
 ED2532  Z           -   3,618,410.279 (meters)                     COMP
 ED2532  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 ED2532  ELLIP HEIGHT-         287.94  (meters)          (03/27/03) GPS OBS
 ED2532  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED2532
 ED2532  HORZ ORDER  -  FIRST
 ED2532  VERT ORDER  -  THIRD ? (See Below)
 ED2532  ELLP ORDER  -  FOURTH    CLASS II
 ED2532
 ED2532.The horizontal coordinates were established by GPS observations
 ED2532.and adjusted by the National Geodetic Survey in March 2003..
 ED2532
 ED2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2532.The vertical order pertains to the NGVD 29 superseded value.
 ED2532
 ED2532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2532
 ED2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2532
 ED2532.The ellipsoidal height was determined by GPS observations
 ED2532.and is referenced to NAD 83.
 ED2532
 ED2532.The geoid height was determined by GEOID03.
 ED2532
 ED2532;                    North         East     Units Scale Factor Converg.
 ED2532;SPC SC       -   328,465.391   459,532.184   MT  0.99998297   -0 54 32.6
 ED2532;SPC SC       - 1,077,642.36  1,507,651.52   iFT  0.99998297   -0 54 32.6
 ED2532;UTM  17      - 3,850,356.271   349,976.152   MT  0.99987741   -0 56 08.2
 ED2532
 ED2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2532!SPC SC       -   0.99995480  x   0.99998297  =   0.99993777
 ED2532!UTM  17      -   0.99995480  x   0.99987741  =   0.99983222
 ED2532
 ED2532:                Primary Azimuth Mark                     Grid Az
 ED2532:SPC SC       -  39 021                                   327 00 45.5
 ED2532:UTM  17      -  39 021                                   327 02 21.1
 ED2532
 ED2532|---------------------------------------------------------------------|
 ED2532| PID    Reference Object                     Distance      Geod. Az  |
 ED2532|                                                           dddmmss.s |
 ED2532| ED2534 39 021                              APPROX. 2.3 KM 3260612.9 |
 ED2532|---------------------------------------------------------------------|
 ED2532
 ED2532                          SUPERSEDED SURVEY CONTROL
 ED2532
 ED2532  NAD 83(1995)-  34 47 03.74696(N)    082 38 22.91427(W) AD(       ) 1
 ED2532  ELLIP H (12/20/99)  287.94   (m)                       GP(       ) 4 1
 ED2532  NAD 83(1986)-  34 47 03.75498(N)    082 38 22.91540(W) AD(       ) 1
 ED2532  NAD 83(1986)-  34 47 03.75342(N)    082 38 22.91720(W) AD(       ) 2
 ED2532  NAD 27      -  34 47 03.33005(N)    082 38 23.43466(W) AD(       ) 2
 ED2532  NGVD 29 (03/31/93)  319.01   (m)         1046.6    (f) LEVELING    3  
 ED2532
 ED2532.Superseded values are not recommended for survey control.
 ED2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2532.See file dsdata.txt to determine how the superseded data were derived.
 ED2532
 ED2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4997650356(NAD 83)
 ED2532_MARKER: DD = SURVEY DISK
 ED2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2532_SP_SET: CONCRETE POST
 ED2532_STAMPING: HORZ 39 020 1980
 ED2532_MARK LOGO: SCGS  
 ED2532_PROJECTION: FLUSH
 ED2532_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2532+STABILITY: SURFACE MOTION
 ED2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2532+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1992
 ED2532
 ED2532  HISTORY     - Date     Condition        Report By
 ED2532  HISTORY     - 1980     MONUMENTED       SCGS
 ED2532  HISTORY     - 1980     GOOD             SCGS
 ED2532  HISTORY     - 19910807 GOOD             SCGS
 ED2532  HISTORY     - 19910807 GOOD             SCGS
 ED2532  HISTORY     - 19920113 GOOD
 ED2532
 ED2532                          STATION DESCRIPTION
 ED2532
 ED2532'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2532'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTH-SOUTHEAST OF PICKENS,
 ED2532'6.5 KM (4 MI) EAST OF LIBERTY, 4.7 KM (3 MI) SOUTHWEST OF EASLEY,
 ED2532'IN A SMALL GRASS PLOT IN FRONT OF THE GRACE MISSIONARY BAPTIST CHURCH.
 ED2532'OWNERSHIP--MR JIMMIE D NALLEY, DEACON OF THE CHURCH,
 ED2532'ROUTE 1 BOX 277, LIBERTY SC 29657, PHONE 803-859-9878.
 ED2532'
 ED2532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND
 ED2532'STATE HIGHWAY 135 IN THE SOUTH PART OF EASLEY.  GO SOUTH ON
 ED2532'HIGHWAY 135 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF STATE
 ED2532'HIGHWAY 8.  CONTINUE SOUTHWEST ON HIGHWAY 135 FOR 1.4 KM (0.85 MI)
 ED2532'TO A SIDE ROAD LEFT, COUNTY ROAD S-39-57.  CONTINUE AHEAD FOR
 ED2532'1.1 KM (0.7 MI) TO A PAVED ROAD RIGHT, JUST PAST THE CREST OF THE
 ED2532'ROAD.  TURN RIGHT AND GO NORTHWEST ON THE PAVED ROAD FOR 2.7 KM
 ED2532'(1.65 MI) TO THE GRACE MISSIONARY BAPTIST CHURCH AND THE STATION
 ED2532'ON THE LEFT, 50 METERS SOUTHWEST OF THE ROAD.
 ED2532'
 ED2532'THE STATION IS A STANDARD SCGS DISK
 ED2532'STAMPED---HORZ 39 020 1980---,
 ED2532'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2532'FLUSH WITH GROUND.  IT IS LOCATED
 ED2532'7.8 METERS (25.6 FT) NORTHEAST FROM THE CENTER OF SIDEWALK,
 ED2532'7.4 METERS (24.3 FT) NORTH FROM THE NORTH CORNER OF A PORCH,
 ED2532'2.3 METERS (7.5 FT) SOUTH FROM THE NORTH CORNER OF THE
 ED2532'PARKING LOT CURB.
 ED2532'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2532'STAMPED---HORZ 39 020 1980---,
 ED2532'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED2532'
 ED2532'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2532'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS TIME.
 ED2532
 ED2532                          STATION RECOVERY (1980)
 ED2532
 ED2532'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2532'RECOVERED IN GOOD CONDITION.
 ED2532
 ED2532                          STATION RECOVERY (1991)
 ED2532
 ED2532'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2532'STATION IS LOCATED 3.0 MILES (4.8 KM) EAST OF LIBERTY.
 ED2532'OWNERSHIP--GRACE BAPTIST CHURCH, OLD PENDLETON ROAD, LIBERTY, SC
 ED2532'29657, PHONE 803-855-5547. TO REACH THE STATION FROM THE JUNCTION
 ED2532'OVERPASS OF U.S. HIGHWAYS 178 (MOOREFIELD MEMORIAL HIGHWAY) AND 123,
 ED2532'1.55 MILES (2.49 KM) SOUTHEAST OF LIBERTY, GO EAST SOUTHEAST ON
 ED2532'HIGHWAY 178 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD
 ED2532'326 (NORTH OLD PENDLETON ROAD), TURN LEFT ON ROAD 326 FOR 0.6 MILE
 ED2532'(1.0 KM) TO THE JUNCTION OF STATE ROAD 338 (WYATT STEWART ROAD),
 ED2532'CONTINUE ON ROAD 326 FOR 1.05 MILES (1.69 KM) TO THE GRACE BAPTIST
 ED2532'CHURCH ON THE RIGHT AND THE STATION NEAR THE WEST CORNER, 0.45 MIILE
 ED2532'WEST SOUTHWEST OF THE JUNCTION OF STATE ROAD 336 (MCALISTER ROAD).
 ED2532'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2532'SIDEWALK, 36.9 FEET (11.2 M) NORTHWEST OF THE WEST CORNER OF THE
 ED2532'CHURCH, 45.0 FEET (13.7 M) NORTHEAST OF THE WEST CORNER OF CURBING
 ED2532'WEST OF THE CHURCH, 14.9 FEET (4.5 M) NORTH OF THE WEST CORNER OF THE
 ED2532'SIDEWALK WEST OF THE CHURCH, 15.3 FEET (4.7 M) SOUTH SOUTHWEST OF THE
 ED2532'WEST CORNER OF THE SOUTHWEST ONE OF A PAIR OF BRICK STRUCTURES ON
 ED2532'EITHER SIDE OF THE WALKWAY IN FRONT OF THE CHURCH, 102.5 FEET
 ED2532'(31.2 M) NORTH OF THE NORTHEAST ONE OF A PAIR OF LIGHT POLES IN THE
 ED2532'SOUTHWEST PARKING LOT. NOTE-STATION IS INTERVISIBLE WITH STATION 39
 ED2532'021. RECOVERED BY C.E. GEOGHEGAN.
 ED2532
 ED2532                          STATION RECOVERY (1991)
 ED2532
 ED2532'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2532'STATION IS LOCATED 3.0 MILES (4.8 KM) EAST OF LIBERTY.
 ED2532'OWNERSHIP--GRACE BAPTIST CHURCH, OLD PENDLETON ROAD, LIBERTY, SC
 ED2532'29657, PHONE 803-855-5547. TO REACH THE STATION FROM THE JUNCTION
 ED2532'OVERPASS OF U.S. HIGHWAYS 178 (MOOREFIELD MEMORIAL HIGHWAY) AND 123,
 ED2532'1.55 MILES (2.49 KM) SOUTHEAST OF LIBERTY, GO EAST SOUTHEAST ON
 ED2532'HIGHWAY 178 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 326
 ED2532'(NORTH OLD PENDLETON ROAD), TURN LEFT ON ROAD 326 FOR 0.6 MILE (1.0
 ED2532'KM) TO THE JUNCTION OF STATE ROAD 338 (WYATT STEWART ROAD), CONTINUE
 ED2532'ON ROAD 326 FOR 1.05 MILES (1.69 KM) TO THE GRACE BAPTIST CHURCH ON
 ED2532'THE RIGHT AND THE STATION NEAR THE WEST CORNER, 0.45 MIILE WEST
 ED2532'SOUTHWEST OF THE JUNCTION OF STATE ROAD 336 (MCALISTER ROAD). STATION
 ED2532'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SIDEWALK,
 ED2532'36.9 FEET (11.2 M) NORTHWEST OF THE WEST CORNER OF THE CHURCH, 45.0
 ED2532'FEET (13.7 M) NORTHEAST OF THE WEST CORNER OF CURBING WEST OF THE
 ED2532'CHURCH, 14.9 FEET (4.5 M) NORTH OF THE WEST CORNER OF THE SIDEWALK
 ED2532'WEST OF THE CHURCH, 15.3 FEET (4.7 M) SOUTH SOUTHWEST OF THE WEST
 ED2532'CORNER OF THE SOUTHWEST ONE OF A PAIR OF BRICK STRUCTURES ON EITHER
 ED2532'SIDE OF THE WALKWAY IN FRONT OF THE CHURCH, 102.5 FEET (31.2 M) NORTH
 ED2532'OF THE NORTHEAST ONE OF A PAIR OF LIGHT POLES IN THE SOUTHWEST PARKING
 ED2532'LOT. NOTE-STATION IS INTERVISIBLE WITH STATION 39 021. RECOVERED BY
 ED2532'C.E. GEOGHEGAN.
 ED2532
 ED2532                          STATION RECOVERY (1992)
 ED2532
 ED2532'RECOVERED 1992
 ED2532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2534 ***********************************************************************
 ED2534  DESIGNATION -  39 021
 ED2534  PID         -  ED2534
 ED2534  STATE/COUNTY-  SC/PICKENS
 ED2534  USGS QUAD   -  LIBERTY (1983)
 ED2534
 ED2534                         *CURRENT SURVEY CONTROL
 ED2534  ___________________________________________________________________
 ED2534* NAD 83(2001)-  34 48 06.75023(N)    082 39 14.23520(W)     ADJUSTED  
 ED2534* NAVD 88     -       319.534  (meters)    1048.34   (feet)  ADJUSTED  
 ED2534  ___________________________________________________________________
 ED2534  X           -     670,409.556 (meters)                     COMP
 ED2534  Y           -  -5,200,203.181 (meters)                     COMP
 ED2534  Z           -   3,620,005.073 (meters)                     COMP
 ED2534  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 ED2534  ELLIP HEIGHT-         288.52  (meters)          (03/27/03) GPS OBS
 ED2534  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED2534  DYNAMIC HT  -         319.204 (meters)    1047.26  (feet)  COMP
 ED2534  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 ED2534
 ED2534  HORZ ORDER  -  FIRST
 ED2534  VERT ORDER  -  FIRST     CLASS II
 ED2534  ELLP ORDER  -  FOURTH    CLASS II
 ED2534
 ED2534.The horizontal coordinates were established by GPS observations
 ED2534.and adjusted by the National Geodetic Survey in March 2003..
 ED2534
 ED2534.The orthometric height was determined by differential leveling
 ED2534.and adjusted by the National Geodetic Survey in June 1991..
 ED2534
 ED2534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2534
 ED2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2534
 ED2534.The ellipsoidal height was determined by GPS observations
 ED2534.and is referenced to NAD 83.
 ED2534
 ED2534.The geoid height was determined by GEOID03.
 ED2534
 ED2534.The dynamic height is computed by dividing the NAVD 88
 ED2534.geopotential number by the normal gravity value computed on the
 ED2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2534.degrees latitude (g = 980.6199 gals.).
 ED2534
 ED2534.The modeled gravity was interpolated from observed gravity values.
 ED2534
 ED2534;                    North         East     Units Scale Factor Converg.
 ED2534;SPC SC       -   330,427.401   458,258.648   MT  0.99998897   -0 55 01.0
 ED2534;SPC SC       - 1,084,079.40  1,503,473.25   iFT  0.99998897   -0 55 01.0
 ED2534;UTM  17      - 3,852,318.670   348,703.673   MT  0.99988213   -0 56 39.0
 ED2534
 ED2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2534!SPC SC       -   0.99995471  x   0.99998897  =   0.99994368
 ED2534!UTM  17      -   0.99995471  x   0.99988213  =   0.99983685
 ED2534
 ED2534:                Primary Azimuth Mark                     Grid Az
 ED2534:SPC SC       -  39 020                                   147 00 44.6
 ED2534:UTM  17      -  39 020                                   147 02 22.6
 ED2534
 ED2534|---------------------------------------------------------------------|
 ED2534| PID    Reference Object                     Distance      Geod. Az  |
 ED2534|                                                           dddmmss.s |
 ED2534| ED2532 39 020                              APPROX. 2.3 KM 1460543.6 |
 ED2534|---------------------------------------------------------------------|
 ED2534
 ED2534                          SUPERSEDED SURVEY CONTROL
 ED2534
 ED2534  NAD 83(1995)-  34 48 06.75027(N)    082 39 14.23523(W) AD(       ) 1
 ED2534  ELLIP H (12/20/99)  288.52   (m)                       GP(       ) 4 1
 ED2534  NAD 83(1986)-  34 48 06.75833(N)    082 39 14.23630(W) AD(       ) 1
 ED2534  NAD 83(1986)-  34 48 06.75725(N)    082 39 14.23867(W) AD(       ) 2
 ED2534  NAD 27      -  34 48 06.33551(N)    082 39 14.75430(W) AD(       ) 2
 ED2534  NGVD 29 (12/12/91)  319.609  (m)         1048.58   (f) ADJUSTED    1 2
 ED2534
 ED2534.Superseded values are not recommended for survey control.
 ED2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2534.See file dsdata.txt to determine how the superseded data were derived.
 ED2534
 ED2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4870452319(NAD 83)
 ED2534_MARKER: DD = SURVEY DISK
 ED2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2534_SP_SET: CONCRETE POST
 ED2534_STAMPING: HORZ 39 021 1980
 ED2534_MARK LOGO: SCGS  
 ED2534_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2534+STABILITY: SURFACE MOTION
 ED2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2534+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 ED2534
 ED2534  HISTORY     - Date     Condition        Report By
 ED2534  HISTORY     - 1980     MONUMENTED       SCGS
 ED2534  HISTORY     - 1980     GOOD             SCGS
 ED2534  HISTORY     - 19880812 GOOD             SCGS
 ED2534  HISTORY     - 19920130 GOOD             SCGS
 ED2534  HISTORY     - 20040327 GOOD             USPSQD
 ED2534
 ED2534                          STATION DESCRIPTION
 ED2534
 ED2534'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2534'THE STATION IS LOCATED ABOUT 11 KM (6.8 MI) SOUTH-SOUTHEAST OF
 ED2534'PICKENS, 6.5 KM (4 MI) EAST OF LIBERTY, 4.75 KM (3 MI) SOUTHWEST
 ED2534'OF EASLEY, ALONG THE EAST SIDE OF COUNTY ROAD S-39-127
 ED2534'AND JUST SOUTH OF SOME HIGH VOLTAGE POWER LINES THAT ARE
 ED2534'SUPPORTED BY STEEL TOWERS.
 ED2534'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2534'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2534'
 ED2534'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND
 ED2534'STATE HIGHWAY 93 AT THE SOUTHWEST EDGE OF EASLEY.  FOLLOW
 ED2534'THE ENTRANCE RAMP TO HIGHWAY 93 FOR 0.2 KM (0.1 MI) TO HIGHWAY 93.
 ED2534'TURN LEFT AND GO SOUTHERLY ON HIGHWAY 93 SOUTH FOR 1.4 KM (0.9 MI)
 ED2534'TO THE JUNCTION OF HIGHWAY 93 NORTH.  BEAR LEFT ON HIGHWAY
 ED2534'93 SOUTH FOR 2.6 KM (1.6 MI) TO A CROSSROAD.  TURN LEFT AND GO
 ED2534'SOUTHEAST ON COUNTY ROAD S-39-127 (WINNDERMERE) TO A SIDE ROAD
 ED2534'LEFT, BUCKINGHAM ROAD.  CONTINUE ON COUNTY ROAD S-39-127 FOR
 ED2534'0.6 KM (0.35 MI) TO A STEEL TOWER SUPPORTED HIGHLINE AND THE
 ED2534'STATION JUST SOUTH OF THE HIGHLINE ON THE LEFT.
 ED2534'
 ED2534'THE STATION IS A STANDARD SCGS DISK
 ED2534'STAMPED---HORZ 39 021 1980---,
 ED2534'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2534'FLUSH WITH GROUND.  IT IS LOCATED
 ED2534'21.8 METERS (71.4 FT) SOUTHWEST FROM A POWER POLE NUMBERED 238,
 ED2534'20.2 METERS (66.3 FT) NORTH FROM THE CENTER OF A DRIVEWAY,
 ED2534'17.2 METERS (56.4 FT) NORTHEAST FROM THE CENTER OF ROAD S-39-127 AND
 ED2534'3.6 METERS (11.7 FT) EAST FROM A METAL WITNESS POST.
 ED2534'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2534'STAMPED---HORZ 39 021 1980---,
 ED2534'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED2534'
 ED2534'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2534'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS TIME.
 ED2534
 ED2534                          STATION RECOVERY (1980)
 ED2534
 ED2534'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2534'RECOVERED IN GOOD CONDITION.
 ED2534
 ED2534                          STATION RECOVERY (1988)
 ED2534
 ED2534'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2534'STATION IS LOCATED (2.4 MI) EAST-NORTHEAST OF LIBERTY AND (3.6 MI)
 ED2534'WEST-SOUTHWEST OF EASLEY.  OWNERSHIP--DUKE POWER COMPANY, RIGHT OF WAY
 ED2534'ENGINEERING DEPARTMENT, P.O. BOX 1745, CLEMSON, SC 29633-1745, PHONE
 ED2534'803-654-7128.
 ED2534'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 (WEST MAIN
 ED2534'ST)AND 93 (LIBERTY DRIVE) IN EASLEY, GO SOUTHWEST ON HIGHWAY 93 FOR
 ED2534'(0.8 MI) TO A REVERSE FORK LEFT (ROSS AVENUE), CONTINUE ON HIGHWAY 93
 ED2534'FOR (1.9 MI) TO A ROAD LEFT (WINDERMERE ROAD), TURN LEFT ON WINDERMERE
 ED2534'ROAD FOR (0.7 MI) TO A HIGH-TENSION-LINE TOWER AND THE MARK ON THE
 ED2534'LEFT.
 ED2534'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (83.6 FT)
 ED2534'SOUTH-SOUTHWEST OF THE SOUTHWEST LEG OF THE TOWER, (54.4 FT) NORTHEAST
 ED2534'OF THE CENTER OF THE ROAD, (65.7 FT) NORTH-NORTHWEST OF THE CENTER OF
 ED2534'A DRIVEWAY TO A WOODEN HOUSE, (11.7 FT) EAST OF A WITNESS POST,
 ED2534'(71.2 FT) WEST-SOUTHWEST OF POWER POLE NUMBER 238.
 ED2534'DESCRIBED BY T HALL
 ED2534
 ED2534                          STATION RECOVERY (1992)
 ED2534
 ED2534'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2534'STATION IS LOCATED 2.4 MILES (3.9 KM) EAST NORTHEAST OF LIBERTY, 3.6
 ED2534'MILES (5.8 KM) WEST SOUTHWEST OF EASLEY.  OWNERSHIP--DUKE POWER
 ED2534'COMPANY, RIGHT OF WAY ENGINEERING DEPARTMENT, P.O. BOX 1745, CLEMSON,
 ED2534'SC 1745, CLEMSON, SC 29633-1745, PHONE 803-654-7128. TO REACH THE
 ED2534'STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 (WEST MAIN STREET) AND
 ED2534'93 (LIBERTY DRIVE) IN EASLEY, GO SOUTHWEST ON HIGHWAY 93 FOR 0.8 MILE
 ED2534'(1.3 KM) TO A REVERSE FORK LEFT (ROSS AVENUE), CONTINUE ON HIGHWAY 93
 ED2534'FOR 1.9 MILES (3.1 KM) TO A ROAD LEFT (AMSTERDAM ROAD), TURN LEFT ON
 ED2534'AMSTERDAM ROAD FOR 0.7 MILE (1.1 KM) TO A HIGH-TENSION-LINE TOWER AND
 ED2534'THE STATION ON THE LEFT. STATION IS A CONCRETE POST FLUSH WITH THE
 ED2534'GROUND, 83.6 FEET (25.5 M) SOUTH SOUTHWEST OF THE SOUTHWEST LEG OF
 ED2534'THE TOWER, 54.4 FEET (16.6 M) NORTHEAST OF THE CENTER OF THE ROAD,
 ED2534'65.7 FEET (20.0 M) NORTH NORTHWEST OF THE CENTER OF A DRIVEWAY TO A
 ED2534'WOODEN HOUSE, 11.7 FEET (3.6 M) EAST OF A WITNESS POST, 71.2 FEET
 ED2534'(21.7 M) WEST SOUTHWEST OF A POWER POLE NUMBER 238. RECOVERED BY R.W.
 ED2534'ROBERTS.
 ED2534
 ED2534                          STATION RECOVERY (2004)
 ED2534
 ED2534'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 ED2534'WITNESS POST FOUND REMOVED FROM LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2677 ***********************************************************************
 ED2677  CBN         -  This is a Cooperative Base Network Control Station.
 ED2677  DESIGNATION -  39 022
 ED2677  PID         -  ED2677
 ED2677  STATE/COUNTY-  SC/PICKENS
 ED2677  USGS QUAD   -  SALEM (1980)
 ED2677
 ED2677                         *CURRENT SURVEY CONTROL
 ED2677  ___________________________________________________________________
 ED2677* NAD 83(2001)-  34 55 12.29133(N)    082 54 22.73951(W)     ADJUSTED  
 ED2677* NAVD 88     -       251.381  (meters)     824.74   (feet)  ADJUSTED  
 ED2677  ___________________________________________________________________
 ED2677  X           -     646,565.991 (meters)                     COMP
 ED2677  Y           -  -5,195,611.769 (meters)                     COMP
 ED2677  Z           -   3,630,726.824 (meters)                     COMP
 ED2677  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 ED2677  ELLIP HEIGHT-         220.52  (meters)          (01/30/03) GPS OBS
 ED2677  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 ED2677  DYNAMIC HT  -         251.120 (meters)     823.88  (feet)  COMP
 ED2677  MODELED GRAV-     979,591.9   (mgal)                       NAVD 88
 ED2677
 ED2677  HORZ ORDER  -  B
 ED2677  VERT ORDER  -  FIRST     CLASS II
 ED2677  ELLP ORDER  -  FOURTH    CLASS II
 ED2677
 ED2677.The horizontal coordinates were established by GPS observations
 ED2677.and adjusted by the National Geodetic Survey in January 2003..
 ED2677
 ED2677.The orthometric height was determined by differential leveling
 ED2677.and adjusted by the National Geodetic Survey in August 1993..
 ED2677
 ED2677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2677
 ED2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2677
 ED2677.The ellipsoidal height was determined by GPS observations
 ED2677.and is referenced to NAD 83.
 ED2677
 ED2677.The geoid height was determined by GEOID03.
 ED2677
 ED2677.The dynamic height is computed by dividing the NAVD 88
 ED2677.geopotential number by the normal gravity value computed on the
 ED2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2677.degrees latitude (g = 980.6199 gals.).
 ED2677
 ED2677.The modeled gravity was interpolated from observed gravity values.
 ED2677
 ED2677;                    North         East     Units Scale Factor Converg.
 ED2677;SPC SC       -   343,936.577   435,411.127   MT  1.00003199   -1 03 24.7
 ED2677;SPC SC       - 1,128,400.84  1,428,514.20   iFT  1.00003199   -1 03 24.7
 ED2677;UTM  17      - 3,865,839.023   325,865.332   MT  0.99997373   -1 05 29.4
 ED2677
 ED2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2677!SPC SC       -   0.99996539  x   1.00003199  =   0.99999738
 ED2677!UTM  17      -   0.99996539  x   0.99997373  =   0.99993912
 ED2677
 ED2677:                Primary Azimuth Mark                     Grid Az
 ED2677:SPC SC       -  39 022 AZ MK                             057 45 38.0
 ED2677:UTM  17      -  39 022 AZ MK                             057 47 42.7
 ED2677
 ED2677|---------------------------------------------------------------------|
 ED2677| PID    Reference Object                     Distance      Geod. Az  |
 ED2677|                                                           dddmmss.s |
 ED2677| ED2674 39 022 AZ MK                        APPROX. 0.7 KM 0564213.3 |
 ED2677|---------------------------------------------------------------------|
 ED2677
 ED2677                          SUPERSEDED SURVEY CONTROL
 ED2677
 ED2677  NAD 83(1995)-  34 55 12.29127(N)    082 54 22.73950(W) AD(       ) B
 ED2677  ELLIP H (09/11/96)  220.52   (m)                       GP(       ) 4 1
 ED2677  NAD 83(1986)-  34 55 12.29877(N)    082 54 22.73869(W) AD(       ) 1
 ED2677  NAD 83(1986)-  34 55 12.29907(N)    082 54 22.73931(W) AD(       ) 1
 ED2677  NAD 83(1986)-  34 55 12.29696(N)    082 54 22.73613(W) AD(       ) 2
 ED2677  NAD 27      -  34 55 11.96971(N)    082 54 23.21447(W) AD(       ) 2
 ED2677  NAVD 88 (08/31/93)  251.38   (m)          824.7    (f) LEVELING    3  
 ED2677  NGVD 29 (12/12/91)  251.431  (m)          824.90   (f) ADJUSTED    1 2
 ED2677
 ED2677.Superseded values are not recommended for survey control.
 ED2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2677.See file dsdata.txt to determine how the superseded data were derived.
 ED2677
 ED2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2586565839(NAD 83)
 ED2677_MARKER: DD = SURVEY DISK
 ED2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2677_SP_SET: CONCRETE POST
 ED2677_STAMPING: HORZ 39 022 1980
 ED2677_MARK LOGO: SCGS  
 ED2677_PROJECTION: FLUSH
 ED2677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2677+STABILITY: SURFACE MOTION
 ED2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2677+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 ED2677
 ED2677  HISTORY     - Date     Condition        Report By
 ED2677  HISTORY     - 1980     MONUMENTED       SCGS
 ED2677  HISTORY     - 1980     GOOD             SCGS
 ED2677  HISTORY     - 19910422 GOOD             SCGS
 ED2677  HISTORY     - 19921101 GOOD             NGS
 ED2677  HISTORY     - 19950201 GOOD             SCGS
 ED2677  HISTORY     - 19950801 GOOD             SCGS
 ED2677  HISTORY     - 19960403 GOOD             SCGS
 ED2677  HISTORY     - 19960808 GOOD             SCGS
 ED2677  HISTORY     - 19990510 GOOD             SCGS
 ED2677  HISTORY     - 20010504 GOOD             SCGS
 ED2677  HISTORY     - 20020627 GOOD             SCGS
 ED2677  HISTORY     - 20050701 GOOD             NEWBY
 ED2677
 ED2677                          STATION DESCRIPTION
 ED2677
 ED2677'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2677'THE STATION IS LOCATED ABOUT 6 KM (3.7 MI) NORTHEAST OF
 ED2677'SALEM, AT THE OCONEE COUNTY LINE, ON THE RIGHT-OF-WAY OF
 ED2677'STATE HIGHWAY 11 AT THE EAST END OF BRIDGE OVER
 ED2677'THE KEOWEE RIVER.
 ED2677'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2677'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414.
 ED2677'
 ED2677'TO REACH THE STATION FROM THE POST OFFICE IN SALEM.  GO NORTH ON
 ED2677'STATE HIGHWAY 130 FOR 2.5 KM (1.5 MI) TO ITS END AT HIGHWAY 11.
 ED2677'TURN RIGHT, EAST, ON HIGHWAY 11 FOR 8.2 KM (5.1 MI) TO
 ED2677'THE KEOWEE RIVER BRIDGE AND THE STATION ON THE LEFT.
 ED2677'
 ED2677'THE STATION IS A STANDARD SCGS DISK
 ED2677'STAMPED---HORZ 39 022 1980---,
 ED2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2677'FLUSH WITH GROUND.  IT IS LOCATED
 ED2677'7.8 METERS (25.6 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 11,
 ED2677'2.65 METERS (8.7 FT) EAST FROM THE CENTER OF A HEADSTONE MONUMENT,
 ED2677'1.9 METERS (6.2 FT) NORTH FROM A METAL FENCE AND
 ED2677'1.8 METERS (6.0 FT) SOUTH FROM A METAL WITNESS POST.
 ED2677'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2677'STAMPED---HORZ 39 022 1980---,
 ED2677'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2677'
 ED2677'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2677'STAMPED---AZ MK 39 022 1980---,
 ED2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2677'FLUSH WITH GROUND.  IT IS LOCATED
 ED2677'8.1 METERS (26.6 FT) NORTH FROM THE CENTERLINE OF STATE HIGHWAY 11,
 ED2677'8 METERS (26.2 FT) EAST FROM THE CENTER OF A PAVED DRIVE AND
 ED2677'4.1 METERS (13.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 ED2677'
 ED2677'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ON
 ED2677'HIGHWAY 11 FOR 0.7 KM (0.45 MI) TO A NARROW PAVED ROAD LEFT
 ED2677'AND THE AZIMUTH MARK ON THE LEFT.
 ED2677'
 ED2677'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.5 METERS.
 ED2677'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2677
 ED2677                          STATION RECOVERY (1980)
 ED2677
 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2677'STATION IS LOCATED AT THE NORTHEAST CORNER OF THE STATE HIGHWAY 11
 ED2677'BRIDGE OVER THE KEOWEE RIVER (LAKE KEOWEE), ABOUT 6 KM (3.70 MI)
 ED2677'NORTHEAST OF SALEM, AT THE OCONEE COUNTY LINE.  OWNERSHIP--SCDHPT,
 ED2677'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2677'803-737-1350.
 ED2677'TO REACH THE STATION FROM THE POST OFFICE IN SALEM, GO NORTH ON STATE
 ED2677'HIGHWAY 130 FOR 2.5 KM (1.55 MI) TO ITS END AT HIGHWAY 11.  TURN
 ED2677'RIGHT, EAST, ON HIGHWAY 11 FOR 8.2 KM (5.10 MI) TO THE KEOWEE RIVER
 ED2677'BRIDGE AND THE STATION ON THE LEFT.
 ED2677'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 ED2677'(15.2 CM) BELOW THE HIGHWAY, 26.0 FEET (7.9 M) NORTH NORTHWEST OF THE
 ED2677'CENTER OF THE HIGHWAY, 32.7 FEET (10.0 M) NORTHEAST OF THE NORTHEAST
 ED2677'CORNER OF THE BRIDGE, 8.4 FEET (2.6 M) NORTHEAST OF THE NORTHEAST
 ED2677'CORNER OF THE DORN BRIDGE GRANITE MONUMENT, 6.2 FEET (1.9 M) SOUTH
 ED2677'SOUTHEAST OF A WITNESS POST.
 ED2677
 ED2677                          STATION RECOVERY (1991)
 ED2677
 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2677'RECOVERED IN GOOD CONDITION.
 ED2677
 ED2677                          STATION RECOVERY (1992)
 ED2677
 ED2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2677'RECOVERED IN GOOD CONDITION.
 ED2677
 ED2677                          STATION RECOVERY (1995)
 ED2677
 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED2677'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTHEAST OF SALEM, 10.5 MILES
 ED2677'(16.9 KM) NORTH NORTHWEST OF SIX MILE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2677'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2677'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 (CHEROKEE
 ED2677'FOOTHILLS SCENIC HIGHWAY) AND 133, 4.5 MILES (7.2 KM) NORTHEAST OF
 ED2677'SALEM, GO WEST-SOUTHWEST ON HIGHWAY 11 FOR 1.45 MILES (2.33 KM) TO THE
 ED2677'STATION NEAR THE NORTHEAST CORNER OF THE BRIDGE OVER THE KEOWEE RIVER
 ED2677'AT THE OCONEE/PICKENS COUNTY LINE. STATION IS A CONCRETE POST FLUSH
 ED2677'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 26.2 FEET (8.0 M)
 ED2677'NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.5 FEET (2.0 M)
 ED2677'EAST-NORTHEAST OF THE NORTH-NORTHEAST CORNER OF THE DORN MONUMENT,
 ED2677'32.0 FEET (9.8 M) EAST-NORTHEAST OF THE EAST-NORTHEAST END OF THE
 ED2677'BRIDGE, AND 6.4 FEET (2.0 M) SOUTHEAST OF A WITNESS POST.  RECOVERED
 ED2677'BY R.W. ROBERTS.
 ED2677
 ED2677                          STATION RECOVERY (1995)
 ED2677
 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED2677'RECOVERED AS DESCRIBED.
 ED2677
 ED2677                          STATION RECOVERY (1996)
 ED2677
 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED2677'RECOVERED AS DESCRIBED.
 ED2677
 ED2677                          STATION RECOVERY (1996)
 ED2677
 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED2677'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTHEAST OF SALEM, 10.5 MILES
 ED2677'(16.9 KM) NORTH NORTHWEST OF SIX MILE.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2677'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2677'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2677'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 133, 4.5 MILES
 ED2677'(7.2 KM) NORTHEAST OF SALEM, GO WEST SOUTHWEST ON HIGHWAY 11 FOR 1.45
 ED2677'MILES (2.33 KM) TO THE STATION NEAR THE NORTHEAST CORNER OF THE BRIDGE
 ED2677'OVER THE KEOWEE RIVER AT THE OCONEE/PICKENS COUNTY LINE. STATION IS A
 ED2677'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 26.2
 ED2677'FEET (8.0 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.5 FEET
 ED2677'(2.0 M) EAST NORTHEAST OF THE NORTH NORTHEAST CORNER OF THE DORN
 ED2677'MONUMENT, 32.0 FEET (9.8 M) EAST NORTHEAST OF THE EAST NORTHEAST END
 ED2677'OF THE BRIDGE.  RECOVERED BY C.E.  GEOGHEGAN.
 ED2677
 ED2677                          STATION RECOVERY (1999)
 ED2677
 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 ED2677'STATION IS LOCATED 3.5 MILES (5.6 KM) WEST OF NINE TIMES, 11.5 MILES
 ED2677'(18.5 KM) WEST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2677'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2677'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2677'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 133 (CROWE CREEK
 ED2677'ROAD) , 2.6 MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO WEST
 ED2677'SOUTHWEST ON HIGHWAY 11 FOR 1.45 MILES (2.33 KM) TO THE STATION NEAR
 ED2677'THE NORTHEAST CORNER OF THE BRIDGE OVER KEOWEE RIVER AT THE
 ED2677'OCONEE/PICKENS COUNTY LINE.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED2677'GROUND AND LEVEL WITH THE ROAD, 26.4 FEET (8.0 M) NORTH NORTHWEST OF
 ED2677'THE CENTER OF THE HIGHWAY, 6.4 FEET (2.0 M) EAST NORTHEAST OF THE
 ED2677'NORTH NORTHEAST CORNER OF THE DORN MONUMENT, 21.6 FEET (6.6 M)
 ED2677'NORTHEAST OF THE EAST NORTHEAST END OF THE BRIDGE.  RECOVERED BY J.B.
 ED2677'SMOAK.
 ED2677
 ED2677                          STATION RECOVERY (2001)
 ED2677
 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2677'STATION IS LOCATED 4.75 MILES (7.64 KM) EAST NORTHEAST OF SALEM, 11.6
 ED2677'MILES (18.7 KM) WEST NORTHWEST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR
 ED2677'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2677'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2677'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 133 (CROWE CREEK
 ED2677'ROAD) , 4.5 MILES (7.2 KM) NORTHEAST OF SALEM, GO WEST SOUTHWEST ON
 ED2677'HIGHWAY 11 FOR 1.45 MILES (2.33 KM) TO THE STATION NEAR THE NORTHEAST
 ED2677'CORNER OF THE BRIDGE OVER THE KEOWEE RIVER AT THE OCONEE AND PICKENS
 ED2677'COUNTY LINE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED2677'LEVEL WITH THE HIGHWAY, 26.1 FEET (8.0 M) NORTH NORTHWEST OF THE
 ED2677'CENTER OF THE HIGHWAY, 6.4 FEET (2.0 M) EAST NORTHEAST OF THE NORTH
 ED2677'NORTHEAST CORNER OF THE CONCRETE BASE OF THE DORN MONUMENT, 21.6 FEET
 ED2677'(6.6 M) NORTHEAST OF THE NORTHEAST END OF THE WINGWALL OF THE BRIDGE.
 ED2677'RECOVERED BY A.W.  ZUPAN.
 ED2677
 ED2677                          STATION RECOVERY (2002)
 ED2677
 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 ED2677'RECOVERED AS DESCRIBED.
 ED2677'
 ED2677
 ED2677                          STATION RECOVERY (2005)
 ED2677
 ED2677'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED2677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2674 ***********************************************************************
 ED2674  DESIGNATION -  39 022 AZ MK
 ED2674  PID         -  ED2674
 ED2674  STATE/COUNTY-  SC/PICKENS
 ED2674  USGS QUAD   -  SALEM (1980)
 ED2674
 ED2674                         *CURRENT SURVEY CONTROL
 ED2674  ___________________________________________________________________
 ED2674* NAD 83(2001)-  34 55 24.46331(N)    082 54 00.23730(W)     ADJUSTED  
 ED2674* NAVD 88     -       286.441  (meters)     939.77   (feet)  ADJUSTED  
 ED2674  ___________________________________________________________________
 ED2674  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 ED2674  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 ED2674  DYNAMIC HT  -         286.144 (meters)     938.79  (feet)  COMP
 ED2674  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 ED2674
 ED2674  HORZ ORDER  -  SECOND
 ED2674  VERT ORDER  -  FIRST     CLASS II
 ED2674
 ED2674.The horizontal coordinates were established by classical geodetic methods
 ED2674.and adjusted by the National Geodetic Survey in March 2004..
 ED2674
 ED2674.The orthometric height was determined by differential leveling
 ED2674.and adjusted by the National Geodetic Survey in August 1993..
 ED2674
 ED2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2674
 ED2674.The geoid height was determined by GEOID03.
 ED2674
 ED2674.The dynamic height is computed by dividing the NAVD 88
 ED2674.geopotential number by the normal gravity value computed on the
 ED2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2674.degrees latitude (g = 980.6199 gals.).
 ED2674
 ED2674.The modeled gravity was interpolated from observed gravity values.
 ED2674
 ED2674;                    North         East     Units Scale Factor Converg.
 ED2674;SPC SC       -   344,301.105   435,989.106   MT  1.00003329   -1 03 12.2
 ED2674;SPC SC       - 1,129,596.80  1,430,410.45   iFT  1.00003329   -1 03 12.2
 ED2674;UTM  17      - 3,866,203.179   326,443.496   MT  0.99997126   -1 05 16.9
 ED2674
 ED2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2674!SPC SC       -   0.99995988  x   1.00003329  =   0.99999317
 ED2674!UTM  17      -   0.99995988  x   0.99997126  =   0.99993114
 ED2674
 ED2674                          SUPERSEDED SURVEY CONTROL
 ED2674
 ED2674  NAD 83(1986)-  34 55 24.47112(N)    082 54 00.23605(W) AD(       ) 2
 ED2674  NAD 83(1986)-  34 55 24.46879(N)    082 54 00.23415(W) AD(       ) 2
 ED2674  NAD 27      -  34 55 24.13996(N)    082 54 00.71168(W) AD(       ) 2
 ED2674  NGVD 29 (12/12/91)  286.492  (m)          939.93   (f) ADJUSTED    1 2
 ED2674
 ED2674.Superseded values are not recommended for survey control.
 ED2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2674.See file dsdata.txt to determine how the superseded data were derived.
 ED2674
 ED2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2644366203(NAD 83)
 ED2674_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2674_SP_SET: CONCRETE POST
 ED2674_STAMPING: AZ MK 39 022 1980
 ED2674_MARK LOGO: SCGS  
 ED2674_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2674+STABILITY: SURFACE MOTION
 ED2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2674+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1991
 ED2674
 ED2674  HISTORY     - Date     Condition        Report By
 ED2674  HISTORY     - 1980     MONUMENTED       SCGS
 ED2674  HISTORY     - 1980     GOOD             SCGS
 ED2674  HISTORY     - 19910422 GOOD             SCGS
 ED2674
 ED2674                          STATION DESCRIPTION
 ED2674
 ED2674'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2674'THE STATION IS LOCATED ABOUT 6 KM (3.8 MI) NORTHEAST OF SALEM,
 ED2674'AT THE OCONEE LINE, ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 ED2674'11 AND AT THE EAST END OF BRIDGE OVER THE KEOWEE RIVER.
 ED2674'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2674'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414.
 ED2674'
 ED2674'TO REACH THE STATION FROM THE SALEM POST OFFICE.  GO NORTH ON
 ED2674'STATE HIGHWAY 130 FOR 2.3 KM (1.4 MI) TO ITS END AT HIGHWAY 11.
 ED2674'TURN RIGHT, EAST, ON HIGHWAY 11 FOR 8.2 KM (5.1 MI) TO THE
 ED2674'KEOWEE RIVER BRIDGE AND STATION 39 022 SCGS ON THE LEFT.  CONTINUE
 ED2674'EAST FOR 0.7 KM (0.45 MI) TO A NARROW PAVED ROAD LEFT AND THE
 ED2674'STATION ON THE LEFT.
 ED2674'
 ED2674'THE STATION IS A STANDARD SCGS DISK
 ED2674'STAMPED---AZ MK 39 022 1980---,
 ED2674'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2674'FLUSH WITH GROUND.  IT IS LOCATED
 ED2674'8.1 METERS (26.6 FT) NORTH FROM THE CENTERLINE OF STATE HIGHWAY 11,
 ED2674'8 METERS (26.2 FT) EAST FROM THE CENTER OF A PAVED DRIVE AND
 ED2674'4.1 METERS (13.4 FT) NORTHWEST FROM A METAL WITNESS POST.
 ED2674'
 ED2674'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2674'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2674
 ED2674                          STATION RECOVERY (1980)
 ED2674
 ED2674'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2674'RECOVERED IN GOOD CONDITION.
 ED2674
 ED2674                          STATION RECOVERY (1991)
 ED2674
 ED2674'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2674'STATION IS LOCATED 3.5 MILES (5.6 KM) WEST OF NINE TIMES, 4.45 MILES
 ED2674'(7.16 KM) EAST NORTHEAST OF SALEM.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2674'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2674'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2674'HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6 MILES (4.2 KM) WEST
 ED2674'NORTHWEST OF NINE TIMES, GO WEST SOUTHWEST ON HIGHWAY 11 FOR 1.1 MILE
 ED2674'(1.8 KM) TO A NARROW PAVED ROAD RIGHT (CHINQUAPIN LANE) AND THE
 ED2674'STATION IN THE NORTH ANGLE, 0.45 MILE (0.72 KM) EAST NORTHEAST OF THE
 ED2674'NORTHEAST END OF THE KEOWEE RIVER BRIDGE.  STATION IS A CONCRETE POST
 ED2674'FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE HIGHWAY, 27.5 FEET NORTH
 ED2674'NORTHWEST OF THE CENTER OF HIGHWAY 11, 43.0 FEET NORTH NORTHEAST OF
 ED2674'THE EXTENDED CENTER OF CHINQUAPIN LANE, 14.5 FEET WEST OF THE 1ST
 ED2674'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 26.5 FEET WEST
 ED2674'SOUTHWEST OF THE CENTER OF A PAVED DRIVE LEADING DOWNHILL, 13.6 FEET
 ED2674'WEST OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2727 ***********************************************************************
 ED2727  DESIGNATION -  39 023
 ED2727  PID         -  ED2727
 ED2727  STATE/COUNTY-  SC/PICKENS
 ED2727  USGS QUAD   -  LIBERTY (1983)
 ED2727
 ED2727                         *CURRENT SURVEY CONTROL
 ED2727  ___________________________________________________________________
 ED2727* NAD 83(1986)-  34 47 47.     (N)    082 38 26.     (W)     SCALED    
 ED2727* NAVD 88     -       280.347  (meters)     919.77   (feet)  ADJUSTED  
 ED2727  ___________________________________________________________________
 ED2727  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED2727  DYNAMIC HT  -         280.058 (meters)     918.82  (feet)  COMP
 ED2727  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 ED2727
 ED2727  VERT ORDER  -  FIRST     CLASS II
 ED2727
 ED2727.The horizontal coordinates were scaled from a topographic map and have
 ED2727.an estimated accuracy of +/- 6 seconds.
 ED2727
 ED2727.The orthometric height was determined by differential leveling
 ED2727.and adjusted by the National Geodetic Survey in June 1991..
 ED2727
 ED2727.The geoid height was determined by GEOID03.
 ED2727
 ED2727.The dynamic height is computed by dividing the NAVD 88
 ED2727.geopotential number by the normal gravity value computed on the
 ED2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2727.degrees latitude (g = 980.6199 gals.).
 ED2727
 ED2727.The modeled gravity was interpolated from observed gravity values.
 ED2727
 ED2727;                    North         East    Units  Estimated Accuracy
 ED2727;SPC SC       -   329,800.      459,480.      MT  (+/- 180 meters Scaled)
 ED2727
 ED2727                          SUPERSEDED SURVEY CONTROL
 ED2727
 ED2727  NGVD 29 (12/12/91)  280.424  (m)          920.02   (f) ADJUSTED    1 2
 ED2727
 ED2727.Superseded values are not recommended for survey control.
 ED2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2727.See file dsdata.txt to determine how the superseded data were derived.
 ED2727
 ED2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU499516(NAD 83)
 ED2727_MARKER: DD = SURVEY DISK
 ED2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2727_SP_SET: CONCRETE POST
 ED2727_STAMPING: 39 023 1988
 ED2727_MARK LOGO: SCGS  
 ED2727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2727+STABILITY: SURFACE MOTION
 ED2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2727+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2727
 ED2727  HISTORY     - Date     Condition        Report By
 ED2727  HISTORY     - 1988     MONUMENTED       SCGS
 ED2727
 ED2727                          STATION DESCRIPTION
 ED2727
 ED2727'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2727'STATION IS LOCATED (3.0 MI) EAST OF LIBERTY AND (3.2 MI) SOUTHWEST OF
 ED2727'EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2727'COLUMBIA, SC  29202
 ED2727'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2727'AND STATE HIGHWAY 135 ((0.9 MI) SOUTH OF EASLEY), GO SOUTHWEST ON
 ED2727'HIGHWAY 123 FOR (2.75 MI) TO THE MARK ON THE RIGHT IN THE SHOULDER OF
 ED2727'THE HIGHWAY, (0.4 MI) NORTHEAST OF A GRANITE MONUMENT AND A PULL-OVER
 ED2727'ROAD ON HIGHWAY 123.
 ED2727'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (24.8 FT)
 ED2727'NORTH-NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 ED2727'(158.8 FT) EAST-NORTHEAST OF A REFLECTOR POST, (61.8 FT)
 ED2727'EAST-SOUTHEAST OF A PINE TREE WITH A REFERENCE WASHER ATTACHED,
 ED2727'(8.7 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 ED2727'DESCRIBED BY J R WERNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2733 ***********************************************************************
 ED2733  DESIGNATION -  39 024
 ED2733  PID         -  ED2733
 ED2733  STATE/COUNTY-  SC/PICKENS
 ED2733  USGS QUAD   -  LIBERTY (1983)
 ED2733
 ED2733                         *CURRENT SURVEY CONTROL
 ED2733  ___________________________________________________________________
 ED2733* NAD 83(1986)-  34 47 36.     (N)    082 38 59.     (W)     SCALED    
 ED2733* NAVD 88     -       270.429  (meters)     887.23   (feet)  ADJUSTED  
 ED2733  ___________________________________________________________________
 ED2733  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 ED2733  DYNAMIC HT  -         270.149 (meters)     886.31  (feet)  COMP
 ED2733  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 ED2733
 ED2733  VERT ORDER  -  FIRST     CLASS II
 ED2733
 ED2733.The horizontal coordinates were scaled from a topographic map and have
 ED2733.an estimated accuracy of +/- 6 seconds.
 ED2733
 ED2733.The orthometric height was determined by differential leveling
 ED2733.and adjusted by the National Geodetic Survey in June 1991..
 ED2733
 ED2733.The geoid height was determined by GEOID03.
 ED2733
 ED2733.The dynamic height is computed by dividing the NAVD 88
 ED2733.geopotential number by the normal gravity value computed on the
 ED2733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2733.degrees latitude (g = 980.6199 gals.).
 ED2733
 ED2733.The modeled gravity was interpolated from observed gravity values.
 ED2733
 ED2733;                    North         East    Units  Estimated Accuracy
 ED2733;SPC SC       -   329,470.      458,630.      MT  (+/- 180 meters Scaled)
 ED2733
 ED2733                          SUPERSEDED SURVEY CONTROL
 ED2733
 ED2733  NGVD 29 (12/12/91)  270.504  (m)          887.48   (f) ADJUSTED    1 2
 ED2733
 ED2733.Superseded values are not recommended for survey control.
 ED2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2733.See file dsdata.txt to determine how the superseded data were derived.
 ED2733
 ED2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU490513(NAD 83)
 ED2733_MARKER: DD = SURVEY DISK
 ED2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2733_SP_SET: CONCRETE POST
 ED2733_STAMPING: 39 024 1988
 ED2733_MARK LOGO: SCGS  
 ED2733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2733+STABILITY: SURFACE MOTION
 ED2733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2733+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1991
 ED2733
 ED2733  HISTORY     - Date     Condition        Report By
 ED2733  HISTORY     - 1988     MONUMENTED       SCGS
 ED2733  HISTORY     - 19910807 GOOD             SCGS
 ED2733
 ED2733                          STATION DESCRIPTION
 ED2733
 ED2733'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2733'STATION IS LOCATED (2.45 MI) EAST OF LIBERTY AND (3.8 MI) SOUTHWEST OF
 ED2733'EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2733'COLUMBIA, SC  29202
 ED2733'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 123
 ED2733'AND 178 ((1.5 MI) SOUTHEAST OF LIBERTY), GO NORTHEAST ON HIGHWAY 123
 ED2733'FOR (1.25 MI) TO THE STATE ROAD 53 OVERPASS.  CONTINUE ON HIGHWAY 123
 ED2733'FOR (0.55 MI) TO THE MARK ON THE LEFT IN THE SHOULDER, (0.2 MI)
 ED2733'SOUTHWEST OF A GRANITE MONUMENT AT A PULL-OVER ROAD ON HIGHWAY 123.
 ED2733'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (29.0 FT) WEST OF
 ED2733'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, (125.9 FT) SOUTH OF
 ED2733'A REFLECTOR POST, (6.8 FT) EAST OF A WITNESS POST.
 ED2733'DESCRIBED BY J R WERNER
 ED2733
 ED2733                          STATION RECOVERY (1991)
 ED2733
 ED2733'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2734 ***********************************************************************
 ED2734  DESIGNATION -  39 025
 ED2734  PID         -  ED2734
 ED2734  STATE/COUNTY-  SC/PICKENS
 ED2734  USGS QUAD   -  LIBERTY (1983)
 ED2734
 ED2734                         *CURRENT SURVEY CONTROL
 ED2734  ___________________________________________________________________
 ED2734* NAD 83(1986)-  34 47 20.     (N)    082 39 27.     (W)     SCALED    
 ED2734* NAVD 88     -       292.216  (meters)     958.71   (feet)  ADJUSTED  
 ED2734  ___________________________________________________________________
 ED2734  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 ED2734  DYNAMIC HT  -         291.915 (meters)     957.72  (feet)  COMP
 ED2734  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 ED2734
 ED2734  VERT ORDER  -  FIRST     CLASS II
 ED2734
 ED2734.The horizontal coordinates were scaled from a topographic map and have
 ED2734.an estimated accuracy of +/- 6 seconds.
 ED2734
 ED2734.The orthometric height was determined by differential leveling
 ED2734.and adjusted by the National Geodetic Survey in June 1991..
 ED2734
 ED2734.The geoid height was determined by GEOID03.
 ED2734
 ED2734.The dynamic height is computed by dividing the NAVD 88
 ED2734.geopotential number by the normal gravity value computed on the
 ED2734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2734.degrees latitude (g = 980.6199 gals.).
 ED2734
 ED2734.The modeled gravity was interpolated from observed gravity values.
 ED2734
 ED2734;                    North         East    Units  Estimated Accuracy
 ED2734;SPC SC       -   328,990.      457,910.      MT  (+/- 180 meters Scaled)
 ED2734
 ED2734                          SUPERSEDED SURVEY CONTROL
 ED2734
 ED2734  NGVD 29 (12/12/91)  292.292  (m)          958.96   (f) ADJUSTED    1 2
 ED2734
 ED2734.Superseded values are not recommended for survey control.
 ED2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2734.See file dsdata.txt to determine how the superseded data were derived.
 ED2734
 ED2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU483508(NAD 83)
 ED2734_MARKER: DD = SURVEY DISK
 ED2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2734_SP_SET: CONCRETE POST
 ED2734_STAMPING: 39 025 1988
 ED2734_MARK LOGO: SCGS  
 ED2734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2734+STABILITY: SURFACE MOTION
 ED2734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2734+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2734
 ED2734  HISTORY     - Date     Condition        Report By
 ED2734  HISTORY     - 1988     MONUMENTED       SCGS
 ED2734  HISTORY     - 19950817 GOOD             USPSQD
 ED2734
 ED2734                          STATION DESCRIPTION
 ED2734
 ED2734'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2734'STATION IS LOCATED (2.0 MI) EAST OF LIBERTY AND (4.3 MI) SOUTHWEST OF
 ED2734'EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2734'COLUMBIA, SC  29202
 ED2734'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 123
 ED2734'AND 178 ((1.5 MI) SOUTHEAST OF LIBERTY), GO NORTHEAST ON HIGHWAY 123
 ED2734'FOR (1.25 MI) TO THE STATE ROAD 53 OVERPASS AND THE MARK AT SOUTHEAST
 ED2734'CORNER.
 ED2734'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (16.0 FT)
 ED2734'EAST-SOUTHEAST OF THE CENTER OF ROAD 53, (116.4 FT) NORTH-NORTHWEST OF
 ED2734'THE CENTER OF A PAVED ROAD (ANN ROAD), (3.0 FT) SOUTH-SOUTHEAST OF THE
 ED2734'CORNER OF THE OVERPASS.
 ED2734'DESCRIBED BY J R WERNER
 ED2734
 ED2734                          STATION RECOVERY (1995)
 ED2734
 ED2734'RECOVERY NOTE BY US POWER SQUADRON 1995
 ED2734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2735 ***********************************************************************
 ED2735  DESIGNATION -  39 026
 ED2735  PID         -  ED2735
 ED2735  STATE/COUNTY-  SC/PICKENS
 ED2735  USGS QUAD   -  LIBERTY (1983)
 ED2735
 ED2735                         *CURRENT SURVEY CONTROL
 ED2735  ___________________________________________________________________
 ED2735* NAD 83(1986)-  34 47 01.     (N)    082 39 59.     (W)     SCALED    
 ED2735* NAVD 88     -       284.806  (meters)     934.40   (feet)  ADJUSTED  
 ED2735  ___________________________________________________________________
 ED2735  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED2735  DYNAMIC HT  -         284.512 (meters)     933.44  (feet)  COMP
 ED2735  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 ED2735
 ED2735  VERT ORDER  -  FIRST     CLASS II
 ED2735
 ED2735.The horizontal coordinates were scaled from a topographic map and have
 ED2735.an estimated accuracy of +/- 6 seconds.
 ED2735
 ED2735.The orthometric height was determined by differential leveling
 ED2735.and adjusted by the National Geodetic Survey in June 1991..
 ED2735
 ED2735.The geoid height was determined by GEOID03.
 ED2735
 ED2735.The dynamic height is computed by dividing the NAVD 88
 ED2735.geopotential number by the normal gravity value computed on the
 ED2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2735.degrees latitude (g = 980.6199 gals.).
 ED2735
 ED2735.The modeled gravity was interpolated from observed gravity values.
 ED2735
 ED2735;                    North         East    Units  Estimated Accuracy
 ED2735;SPC SC       -   328,420.      457,090.      MT  (+/- 180 meters Scaled)
 ED2735
 ED2735                          SUPERSEDED SURVEY CONTROL
 ED2735
 ED2735  NGVD 29 (12/12/91)  284.880  (m)          934.64   (f) ADJUSTED    1 2
 ED2735
 ED2735.Superseded values are not recommended for survey control.
 ED2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2735.See file dsdata.txt to determine how the superseded data were derived.
 ED2735
 ED2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU475503(NAD 83)
 ED2735_MARKER: DD = SURVEY DISK
 ED2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2735_SP_SET: CONCRETE POST
 ED2735_STAMPING: 39 026 1988
 ED2735_MARK LOGO: SCGS  
 ED2735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2735+STABILITY: SURFACE MOTION
 ED2735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2735+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2735
 ED2735  HISTORY     - Date     Condition        Report By
 ED2735  HISTORY     - 1988     MONUMENTED       SCGS
 ED2735  HISTORY     - 19950817 GOOD             USPSQD
 ED2735
 ED2735                          STATION DESCRIPTION
 ED2735
 ED2735'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2735'STATION IS LOCATED (1.5 MI) EAST OF LIBERTY AND (4.85 MI) SOUTHWEST OF
 ED2735'EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2735'COLUMBIA, SC  29202
 ED2735'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 123
 ED2735'AND 178 ((1.5 MI) SOUTHEAST OF LIBERTY), GO NORTHEAST ON HIGHWAY 123
 ED2735'FOR (0.65 MI) TO THE MARK ON THE RIGHT IN THE SHOULDER, (0.6 MI)
 ED2735'SOUTHWEST OF THE STATE ROAD 53 OVERPASS.
 ED2735'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (22.4 FT) SOUTHEAST
 ED2735'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, (165.6 FT)
 ED2735'NORTHEAST OF A SPEED LIMIT SIGN, (10.9 FT) NORTHWEST OF A WITNESS
 ED2735'POST.
 ED2735'DESCRIBED BY J R WERNER
 ED2735
 ED2735                          STATION RECOVERY (1995)
 ED2735
 ED2735'RECOVERY NOTE BY US POWER SQUADRON 1995
 ED2735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2739 ***********************************************************************
 ED2739  DESIGNATION -  39 027
 ED2739  PID         -  ED2739
 ED2739  STATE/COUNTY-  SC/PICKENS
 ED2739  USGS QUAD   -  LIBERTY (1983)
 ED2739
 ED2739                         *CURRENT SURVEY CONTROL
 ED2739  ___________________________________________________________________
 ED2739* NAD 83(2001)-  34 46 09.18108(N)    082 40 23.46544(W)     ADJUSTED  
 ED2739* NAVD 88     -       256.548  (meters)     841.69   (feet)  ADJUSTED  
 ED2739  ___________________________________________________________________
 ED2739  X           -     668,921.142 (meters)                     COMP
 ED2739  Y           -  -5,202,426.739 (meters)                     COMP
 ED2739  Z           -   3,616,993.494 (meters)                     COMP
 ED2739  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 ED2739  ELLIP HEIGHT-         225.54  (meters)          (03/27/03) GPS OBS
 ED2739  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED2739  DYNAMIC HT  -         256.283 (meters)     840.82  (feet)  COMP
 ED2739  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 ED2739
 ED2739  HORZ ORDER  -  FIRST
 ED2739  VERT ORDER  -  FIRST     CLASS II
 ED2739  ELLP ORDER  -  FOURTH    CLASS II
 ED2739
 ED2739.The horizontal coordinates were established by GPS observations
 ED2739.and adjusted by the National Geodetic Survey in March 2003..
 ED2739
 ED2739.The orthometric height was determined by differential leveling
 ED2739.and adjusted by the National Geodetic Survey in June 1991..
 ED2739
 ED2739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2739
 ED2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2739
 ED2739.The ellipsoidal height was determined by GPS observations
 ED2739.and is referenced to NAD 83.
 ED2739
 ED2739.The geoid height was determined by GEOID03.
 ED2739
 ED2739.The dynamic height is computed by dividing the NAVD 88
 ED2739.geopotential number by the normal gravity value computed on the
 ED2739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2739.degrees latitude (g = 980.6199 gals.).
 ED2739
 ED2739.The modeled gravity was interpolated from observed gravity values.
 ED2739
 ED2739;                    North         East     Units Scale Factor Converg.
 ED2739;SPC SC       -   326,833.281   456,440.494   MT  0.99997784   -0 55 39.4
 ED2739;SPC SC       - 1,072,287.67  1,497,508.18   iFT  0.99997784   -0 55 39.4
 ED2739;UTM  17      - 3,848,725.758   346,884.005   MT  0.99988896   -0 57 15.7
 ED2739
 ED2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2739!SPC SC       -   0.99996460  x   0.99997784  =   0.99994244
 ED2739!UTM  17      -   0.99996460  x   0.99988896  =   0.99985356
 ED2739
 ED2739                          SUPERSEDED SURVEY CONTROL
 ED2739
 ED2739  NAD 83(1995)-  34 46 09.18105(N)    082 40 23.46548(W) AD(       ) 1
 ED2739  ELLIP H (12/20/99)  225.54   (m)                       GP(       ) 4 1
 ED2739  NAD 83(1986)-  34 46 09.18909(N)    082 40 23.46610(W) AD(       ) 1
 ED2739  NGVD 29 (12/12/91)  256.621  (m)          841.93   (f) ADJUSTED    1 2
 ED2739
 ED2739.Superseded values are not recommended for survey control.
 ED2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2739.See file dsdata.txt to determine how the superseded data were derived.
 ED2739
 ED2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4688448726(NAD 83)
 ED2739_MARKER: DD = SURVEY DISK
 ED2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2739_SP_SET: CONCRETE POST
 ED2739_STAMPING: 39 027 1988
 ED2739_MARK LOGO: SCGS  
 ED2739_PROJECTION: FLUSH
 ED2739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2739+STABILITY: SURFACE MOTION
 ED2739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2739+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 ED2739
 ED2739  HISTORY     - Date     Condition        Report By
 ED2739  HISTORY     - 1988     MONUMENTED       SCGS
 ED2739  HISTORY     - 19910807 GOOD             SCGS
 ED2739  HISTORY     - 19910807 GOOD             SCGS
 ED2739  HISTORY     - 19920114 GOOD
 ED2739  HISTORY     - 20040327 GOOD             USPSQD
 ED2739  HISTORY     - 20050618 GOOD             USPSQD
 ED2739
 ED2739                          STATION DESCRIPTION
 ED2739
 ED2739'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2739'STATION IS LOCATED (1.65 MI) SOUTH-SOUTHEAST OF LIBERTY AND (4.5 MI)
 ED2739'EAST OF NORRIS.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO
 ED2739'BOX 191, COLUMBIA, SC  29202
 ED2739'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 123 AND 178
 ED2739'((1.5 MI) SOUTHEAST OF LIBERTY), GO SOUTHWEST ON HIGHWAY 123 FOR
 ED2739'(0.45 MI) TO THE MARK ON THE LEFT BEHIND A GUARDRAIL, (0.15 MI)
 ED2739'NORTHEAST OF THE BRIDGE OVER STATE ROAD 64.
 ED2739'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (21.8 FT) SOUTHEAST
 ED2739'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, (2.9 FT)
 ED2739'SOUTH-SOUTHWEST OF A GUARDRAIL POST WITH A REFERENCE WASHER ATTACHED,
 ED2739'(2.3 FT) NORTHWEST OF A WITNESS POST.
 ED2739'DESCRIBED BY J R WERNER
 ED2739
 ED2739                          STATION RECOVERY (1991)
 ED2739
 ED2739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2739'RECOVERED IN GOOD CONDITION.
 ED2739
 ED2739                          STATION RECOVERY (1991)
 ED2739
 ED2739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2739'RECOVERED AS DESCRIBED IN L25181.
 ED2739
 ED2739                          STATION RECOVERY (1992)
 ED2739
 ED2739'RECOVERED 1992
 ED2739'RECOVERED IN GOOD CONDITION.
 ED2739
 ED2739                          STATION RECOVERY (2004)
 ED2739
 ED2739'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 ED2739'RECOVERED IN GOOD CONDITION.
 ED2739
 ED2739                          STATION RECOVERY (2005)
 ED2739
 ED2739'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 ED2739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2740 ***********************************************************************
 ED2740  DESIGNATION -  39 028
 ED2740  PID         -  ED2740
 ED2740  STATE/COUNTY-  SC/PICKENS
 ED2740  USGS QUAD   -  LIBERTY (1983)
 ED2740
 ED2740                         *CURRENT SURVEY CONTROL
 ED2740  ___________________________________________________________________
 ED2740* NAD 83(1986)-  34 45 35.     (N)    082 41 18.     (W)     SCALED    
 ED2740* NAVD 88     -       262.447  (meters)     861.04   (feet)  ADJUSTED  
 ED2740  ___________________________________________________________________
 ED2740  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 ED2740  DYNAMIC HT  -         262.177 (meters)     860.16  (feet)  COMP
 ED2740  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 ED2740
 ED2740  VERT ORDER  -  FIRST     CLASS II
 ED2740
 ED2740.The horizontal coordinates were scaled from a topographic map and have
 ED2740.an estimated accuracy of +/- 6 seconds.
 ED2740
 ED2740.The orthometric height was determined by differential leveling
 ED2740.and adjusted by the National Geodetic Survey in June 1991..
 ED2740
 ED2740.The geoid height was determined by GEOID03.
 ED2740
 ED2740.The dynamic height is computed by dividing the NAVD 88
 ED2740.geopotential number by the normal gravity value computed on the
 ED2740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2740.degrees latitude (g = 980.6199 gals.).
 ED2740
 ED2740.The modeled gravity was interpolated from observed gravity values.
 ED2740
 ED2740;                    North         East    Units  Estimated Accuracy
 ED2740;SPC SC       -   325,800.      455,040.      MT  (+/- 180 meters Scaled)
 ED2740
 ED2740                          SUPERSEDED SURVEY CONTROL
 ED2740
 ED2740  NGVD 29 (12/12/91)  262.519  (m)          861.28   (f) ADJUSTED    1 2
 ED2740
 ED2740.Superseded values are not recommended for survey control.
 ED2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2740.See file dsdata.txt to determine how the superseded data were derived.
 ED2740
 ED2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU454476(NAD 83)
 ED2740_MARKER: DD = SURVEY DISK
 ED2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2740_SP_SET: CONCRETE POST
 ED2740_STAMPING: 39 028 1988
 ED2740_MARK LOGO: SCGS  
 ED2740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2740+STABILITY: SURFACE MOTION
 ED2740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2740+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2740
 ED2740  HISTORY     - Date     Condition        Report By
 ED2740  HISTORY     - 1988     MONUMENTED       SCGS
 ED2740  HISTORY     - 19950817 GOOD             USPSQD
 ED2740
 ED2740                          STATION DESCRIPTION
 ED2740
 ED2740'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2740'STATION IS LOCATED (1.9 MI) SOUTH OF LIBERTY AND (3.7 MI) EAST OF
 ED2740'NORRIS.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2740'COLUMBIA, SC  29202
 ED2740'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE
 ED2740'ROAD 27 ((2.9 MI) SOUTHEAST OF NORRIS), GO NORTHEAST ON HIGHWAY 123
 ED2740'FOR (1.0 MI) TO THE STATE ROAD 43 OVERPASS AND THE MARK AT THE
 ED2740'SOUTHEAST CORNER.
 ED2740'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (3.7 FT) EAST OF THE
 ED2740'SOUTHEAST CORNER OF THE OVERPASS, (17.5 FT) NORTHEAST OF THE CENTER OF
 ED2740'THE ROAD, (13.3 FT) WEST-SOUTHWEST OF A POWER POLE WITH A GUY WIRE.
 ED2740'DESCRIBED BY J R WERNER
 ED2740
 ED2740                          STATION RECOVERY (1995)
 ED2740
 ED2740'RECOVERY NOTE BY US POWER SQUADRON 1995
 ED2740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2741 ***********************************************************************
 ED2741  DESIGNATION -  39 029
 ED2741  PID         -  ED2741
 ED2741  STATE/COUNTY-  SC/PICKENS
 ED2741  USGS QUAD   -  LIBERTY (1983)
 ED2741
 ED2741                         *CURRENT SURVEY CONTROL
 ED2741  ___________________________________________________________________
 ED2741* NAD 83(1986)-  34 45 08.     (N)    082 42 13.     (W)     SCALED    
 ED2741* NAVD 88     -       280.726  (meters)     921.02   (feet)  ADJUSTED  
 ED2741  ___________________________________________________________________
 ED2741  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 ED2741  DYNAMIC HT  -         280.436 (meters)     920.06  (feet)  COMP
 ED2741  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 ED2741
 ED2741  VERT ORDER  -  FIRST     CLASS II
 ED2741
 ED2741.The horizontal coordinates were scaled from a topographic map and have
 ED2741.an estimated accuracy of +/- 6 seconds.
 ED2741
 ED2741.The orthometric height was determined by differential leveling
 ED2741.and adjusted by the National Geodetic Survey in June 1991..
 ED2741
 ED2741.The geoid height was determined by GEOID03.
 ED2741
 ED2741.The dynamic height is computed by dividing the NAVD 88
 ED2741.geopotential number by the normal gravity value computed on the
 ED2741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2741.degrees latitude (g = 980.6199 gals.).
 ED2741
 ED2741.The modeled gravity was interpolated from observed gravity values.
 ED2741
 ED2741;                    North         East    Units  Estimated Accuracy
 ED2741;SPC SC       -   324,990.      453,630.      MT  (+/- 180 meters Scaled)
 ED2741
 ED2741                          SUPERSEDED SURVEY CONTROL
 ED2741
 ED2741  NGVD 29 (12/12/91)  280.796  (m)          921.24   (f) ADJUSTED    1 2
 ED2741
 ED2741.Superseded values are not recommended for survey control.
 ED2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2741.See file dsdata.txt to determine how the superseded data were derived.
 ED2741
 ED2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU440468(NAD 83)
 ED2741_MARKER: DD = SURVEY DISK
 ED2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2741_SP_SET: CONCRETE POST
 ED2741_STAMPING: 39 029 1988
 ED2741_MARK LOGO: SCGS  
 ED2741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2741+STABILITY: SURFACE MOTION
 ED2741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2741+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED2741
 ED2741  HISTORY     - Date     Condition        Report By
 ED2741  HISTORY     - 1988     MONUMENTED       SCGS
 ED2741  HISTORY     - 19950817 GOOD             USPSQD
 ED2741  HISTORY     - 20060318 GOOD             USPSQD
 ED2741
 ED2741                          STATION DESCRIPTION
 ED2741
 ED2741'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2741'STATION IS LOCATED (2.5 MI) SOUTH SOUTHWEST OF LIBERTY AND (2.9 MI)
 ED2741'SOUTHEAST OF NORRIS, AT THE JUNCTION OF STATE ROAD 27 AND U.S. HIGHWAY
 ED2741'123, NEAR THE SOUTHEAST CORNER OF THE BRIDGE .  OWNERSHIP--SCDHPT,
 ED2741'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202
 ED2741'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (18.0 FT) EAST OF
 ED2741'THE CENTER OF THE ROAD, (4.8 FT) SOUTH SOUTHEAST OF THE SOUTHEAST
 ED2741'CORNER OF THE BRIDGE, (171.6 FT) NORTH OF THE CENTER OF THE ON RAMP
 ED2741'ROAD LEADING TO HIGHWAY 123 NORTH.
 ED2741'DESCRIBED BY J R WERNER
 ED2741
 ED2741                          STATION RECOVERY (1995)
 ED2741
 ED2741'RECOVERY NOTE BY US POWER SQUADRON 1995
 ED2741'RECOVERED IN GOOD CONDITION.
 ED2741
 ED2741                          STATION RECOVERY (2006)
 ED2741
 ED2741'RECOVERY NOTE BY US POWER SQUADRON 2006 (HB)
 ED2741'DESCRIPTION ON DATA SHEET IS SCALED
 ED2741'COORDINATES OF STATION N 34  45' 08.3, W 082  42' 13.7
 ED2741'COORDINATES ESTABLISHED WITH A GARMIN GPSMAP 276C, WAAS ENABLED.
 ED2741'NUMBER OF SATELLITES 8, ACCURACY 7 FT.
 ED2741'STATION WAS COVERED WITH 12 IN OF DIRT DUE TO ROAD CONTRUCTION
 ED2741' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2742 ***********************************************************************
 ED2742  DESIGNATION -  39 030
 ED2742  PID         -  ED2742
 ED2742  STATE/COUNTY-  SC/PICKENS
 ED2742  USGS QUAD   -  FIVE FORKS (1983)
 ED2742
 ED2742                         *CURRENT SURVEY CONTROL
 ED2742  ___________________________________________________________________
 ED2742* NAD 83(1986)-  34 44 34.     (N)    082 42 57.     (W)     SCALED    
 ED2742* NAVD 88     -       268.126  (meters)     879.68   (feet)  ADJUSTED  
 ED2742  ___________________________________________________________________
 ED2742  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 ED2742  DYNAMIC HT  -         267.850 (meters)     878.77  (feet)  COMP
 ED2742  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 ED2742
 ED2742  VERT ORDER  -  FIRST     CLASS II
 ED2742
 ED2742.The horizontal coordinates were scaled from a topographic map and have
 ED2742.an estimated accuracy of +/- 6 seconds.
 ED2742
 ED2742.The orthometric height was determined by differential leveling
 ED2742.and adjusted by the National Geodetic Survey in June 1991..
 ED2742
 ED2742.The geoid height was determined by GEOID03.
 ED2742
 ED2742.The dynamic height is computed by dividing the NAVD 88
 ED2742.geopotential number by the normal gravity value computed on the
 ED2742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2742.degrees latitude (g = 980.6199 gals.).
 ED2742
 ED2742.The modeled gravity was interpolated from observed gravity values.
 ED2742
 ED2742;                    North         East    Units  Estimated Accuracy
 ED2742;SPC SC       -   323,970.      452,490.      MT  (+/- 180 meters Scaled)
 ED2742
 ED2742                          SUPERSEDED SURVEY CONTROL
 ED2742
 ED2742  NGVD 29 (12/12/91)  268.197  (m)          879.91   (f) ADJUSTED    1 2
 ED2742
 ED2742.Superseded values are not recommended for survey control.
 ED2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2742.See file dsdata.txt to determine how the superseded data were derived.
 ED2742
 ED2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU429458(NAD 83)
 ED2742_MARKER: DD = SURVEY DISK
 ED2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2742_SP_SET: CONCRETE POST
 ED2742_STAMPING: 39 030 1988
 ED2742_MARK LOGO: SCGS  
 ED2742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2742+STABILITY: SURFACE MOTION
 ED2742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2742+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2742
 ED2742  HISTORY     - Date     Condition        Report By
 ED2742  HISTORY     - 1988     MONUMENTED       SCGS
 ED2742
 ED2742                          STATION DESCRIPTION
 ED2742
 ED2742'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2742'STATION IS LOCATED (2.5 MI) SOUTHEAST OF NORRIS AND (3.3 MI)
 ED2742'SOUTH-SOUTHWEST OF LIBERTY.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2742'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202
 ED2742'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE
 ED2742'ROAD 27 ((2.9 MI) SOUTHEAST OF NORRIS), GO SOUTHWEST ON HIGHWAY 123
 ED2742'FOR (0.95 MI) TO THE MARK ON THE LEFT IN THE SHOULDER, (0.45 MI)
 ED2742'NORTHEAST OF A HIGH-TENSION-LINE CROSSING.
 ED2742'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (22.0 FT) SOUTHEAST
 ED2742'OF THE CENTER OF THE ROAD, (122.6 FT) SOUTHWEST OF A REFLECTOR POST,
 ED2742'(10.0 FT) WEST-NORTHWEST OF A WITNESS POST.
 ED2742'DESCRIBED BY J R WERNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2743 ***********************************************************************
 ED2743  DESIGNATION -  39 031
 ED2743  PID         -  ED2743
 ED2743  STATE/COUNTY-  SC/PICKENS
 ED2743  USGS QUAD   -  FIVE FORKS (1983)
 ED2743
 ED2743                         *CURRENT SURVEY CONTROL
 ED2743  ___________________________________________________________________
 ED2743* NAD 83(1986)-  34 43 52.     (N)    082 43 26.     (W)     SCALED    
 ED2743* NAVD 88     -       273.709  (meters)     897.99   (feet)  ADJUSTED  
 ED2743  ___________________________________________________________________
 ED2743  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 ED2743  DYNAMIC HT  -         273.427 (meters)     897.07  (feet)  COMP
 ED2743  MODELED GRAV-     979,597.4   (mgal)                       NAVD 88
 ED2743
 ED2743  VERT ORDER  -  FIRST     CLASS II
 ED2743
 ED2743.The horizontal coordinates were scaled from a topographic map and have
 ED2743.an estimated accuracy of +/- 6 seconds.
 ED2743
 ED2743.The orthometric height was determined by differential leveling
 ED2743.and adjusted by the National Geodetic Survey in June 1991..
 ED2743
 ED2743.The geoid height was determined by GEOID03.
 ED2743
 ED2743.The dynamic height is computed by dividing the NAVD 88
 ED2743.geopotential number by the normal gravity value computed on the
 ED2743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2743.degrees latitude (g = 980.6199 gals.).
 ED2743
 ED2743.The modeled gravity was interpolated from observed gravity values.
 ED2743
 ED2743;                    North         East    Units  Estimated Accuracy
 ED2743;SPC SC       -   322,680.      451,730.      MT  (+/- 180 meters Scaled)
 ED2743
 ED2743                          SUPERSEDED SURVEY CONTROL
 ED2743
 ED2743  NGVD 29 (12/12/91)  273.779  (m)          898.22   (f) ADJUSTED    1 2
 ED2743
 ED2743.Superseded values are not recommended for survey control.
 ED2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2743.See file dsdata.txt to determine how the superseded data were derived.
 ED2743
 ED2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU421445(NAD 83)
 ED2743_MARKER: DD = SURVEY DISK
 ED2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2743_SP_SET: CONCRETE POST
 ED2743_STAMPING: 39 031 1988
 ED2743_MARK LOGO: SCGS  
 ED2743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2743+STABILITY: SURFACE MOTION
 ED2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2743+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2743
 ED2743  HISTORY     - Date     Condition        Report By
 ED2743  HISTORY     - 1988     MONUMENTED       SCGS
 ED2743
 ED2743                          STATION DESCRIPTION
 ED2743
 ED2743'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2743'STATION IS LOCATED (2.7 MI) SOUTH-SOUTHEAST OF NORRIS AND (3.3 MI)
 ED2743'EAST OF CENTRAL.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO
 ED2743'BOX 191, COLUMBIA, SC  29202
 ED2743'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE
 ED2743'ROAD 27 ((2.9 MI) SOUTHEAST OF NORRIS), GO SOUTHWEST ON HIGHWAY 123
 ED2743'FOR (1.9 MI) TO THE MARK ON THE LEFT IN THE SHOULDER, (0.95 MI)
 ED2743'NORTHEAST OF THE STATE ROAD 44 OVERPASS.
 ED2743'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (24.7 FT) SOUTHEAST
 ED2743'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, (7.9 FT)
 ED2743'NORTHWEST OF A WITNESS POST, (126.7 FT) SOUTHWEST OF A REFLECTOR POST,
 ED2743'(307.5 FT) NORTHEAST OF THE NORTH END OF THE GUARDRAIL.
 ED2743'DESCRIBED BY J R WERNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2744 ***********************************************************************
 ED2744  DESIGNATION -  39 032
 ED2744  PID         -  ED2744
 ED2744  STATE/COUNTY-  SC/PICKENS
 ED2744  USGS QUAD   -  FIVE FORKS (1983)
 ED2744
 ED2744                         *CURRENT SURVEY CONTROL
 ED2744  ___________________________________________________________________
 ED2744* NAD 83(2001)-  34 43 22.45477(N)    082 44 13.27201(W)     ADJUSTED  
 ED2744* NAVD 88     -       241.011  (meters)     790.72   (feet)  ADJUSTED  
 ED2744  ___________________________________________________________________
 ED2744  X           -     663,493.130 (meters)                     COMP
 ED2744  Y           -  -5,206,060.981 (meters)                     COMP
 ED2744  Z           -   3,612,762.900 (meters)                     COMP
 ED2744  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 ED2744  ELLIP HEIGHT-         210.06  (meters)          (03/27/03) GPS OBS
 ED2744  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 ED2744  DYNAMIC HT  -         240.762 (meters)     789.90  (feet)  COMP
 ED2744  MODELED GRAV-     979,597.5   (mgal)                       NAVD 88
 ED2744
 ED2744  HORZ ORDER  -  FIRST
 ED2744  VERT ORDER  -  FIRST     CLASS II
 ED2744  ELLP ORDER  -  FOURTH    CLASS II
 ED2744
 ED2744.The horizontal coordinates were established by GPS observations
 ED2744.and adjusted by the National Geodetic Survey in March 2003..
 ED2744
 ED2744.The orthometric height was determined by differential leveling
 ED2744.and adjusted by the National Geodetic Survey in June 1991..
 ED2744
 ED2744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2744
 ED2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2744
 ED2744.The ellipsoidal height was determined by GPS observations
 ED2744.and is referenced to NAD 83.
 ED2744
 ED2744.The geoid height was determined by GEOID03.
 ED2744
 ED2744.The dynamic height is computed by dividing the NAVD 88
 ED2744.geopotential number by the normal gravity value computed on the
 ED2744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2744.degrees latitude (g = 980.6199 gals.).
 ED2744
 ED2744.The modeled gravity was interpolated from observed gravity values.
 ED2744
 ED2744;                    North         East     Units Scale Factor Converg.
 ED2744;SPC SC       -   321,792.806   450,511.364   MT  0.99996262   -0 57 46.8
 ED2744;SPC SC       - 1,055,750.68  1,478,055.66   iFT  0.99996262   -0 57 46.8
 ED2744;UTM  17      - 3,843,688.398   340,952.941   MT  0.99991179   -0 59 22.7
 ED2744
 ED2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2744!SPC SC       -   0.99996703  x   0.99996262  =   0.99992965
 ED2744!UTM  17      -   0.99996703  x   0.99991179  =   0.99987882
 ED2744
 ED2744                          SUPERSEDED SURVEY CONTROL
 ED2744
 ED2744  NAD 83(1995)-  34 43 22.45463(N)    082 44 13.27214(W) AD(       ) 1
 ED2744  ELLIP H (12/20/99)  210.06   (m)                       GP(       ) 4 1
 ED2744  NAD 83(1986)-  34 43 22.46367(N)    082 44 13.27149(W) AD(       ) 1
 ED2744  NGVD 29 (12/12/91)  241.079  (m)          790.94   (f) ADJUSTED    1 2
 ED2744
 ED2744.Superseded values are not recommended for survey control.
 ED2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2744.See file dsdata.txt to determine how the superseded data were derived.
 ED2744
 ED2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4095343688(NAD 83)
 ED2744_MARKER: DD = SURVEY DISK
 ED2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2744_SP_SET: CONCRETE POST
 ED2744_STAMPING: 39 032 1988
 ED2744_MARK LOGO: SCGS  
 ED2744_PROJECTION: FLUSH
 ED2744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2744+STABILITY: SURFACE MOTION
 ED2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2744+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 ED2744
 ED2744  HISTORY     - Date     Condition        Report By
 ED2744  HISTORY     - 1988     MONUMENTED       SCGS
 ED2744  HISTORY     - 19910806 GOOD             SCGS
 ED2744  HISTORY     - 19910806 GOOD             SCGS
 ED2744  HISTORY     - 19920115 GOOD
 ED2744  HISTORY     - 20060318 GOOD             USPSQD
 ED2744
 ED2744                          STATION DESCRIPTION
 ED2744
 ED2744'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2744'STATION IS LOCATED (2.9 MI) SOUTH OF NORRIS AND (2.5 MI) EAST OF
 ED2744'CENTRAL.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2744'COLUMBIA, SC  29202
 ED2744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE
 ED2744'ROAD 18 ((2.8 MI) SOUTHEAST OF CENTRAL), GO NORTHEAST ON HIGHWAY 123
 ED2744'FOR (1.7 MI) TO THE STATE ROAD 44 OVERPASS AND THE MARK AT THE
 ED2744'SOUTHWEST CORNER OF THE OVERPASS.
 ED2744'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (16.0 FT) WEST OF
 ED2744'THE CENTER OF ROAD 44, (4.4 FT) SOUTH-SOUTHWEST OF THE CORNER OF THE
 ED2744'BRIDGE, (50.8 FT) EAST OF A STUB POLE WITH A GUY WIRE, (168.5 FT)
 ED2744'NORTH OF THE EXTENDED CENTER OF A ROAD LEADING EAST (RYAN ROAD).
 ED2744'DESCRIBED BY J R WERNER
 ED2744
 ED2744                          STATION RECOVERY (1991)
 ED2744
 ED2744'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2744'RECOVERED IN GOOD CONDITION.
 ED2744
 ED2744                          STATION RECOVERY (1991)
 ED2744
 ED2744'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2744'RECOVERED AS DESCRIBED IN L25181.
 ED2744
 ED2744                          STATION RECOVERY (1992)
 ED2744
 ED2744'RECOVERED 1992
 ED2744'RECOVERED IN GOOD CONDITION.
 ED2744
 ED2744                          STATION RECOVERY (2006)
 ED2744
 ED2744'RECOVERY NOTE BY US POWER SQUADRON 2006 (WTH)
 ED2744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2745 ***********************************************************************
 ED2745  DESIGNATION -  39 033
 ED2745  PID         -  ED2745
 ED2745  STATE/COUNTY-  SC/PICKENS
 ED2745  USGS QUAD   -  FIVE FORKS (1983)
 ED2745
 ED2745                         *CURRENT SURVEY CONTROL
 ED2745  ___________________________________________________________________
 ED2745* NAD 83(1986)-  34 42 58.     (N)    082 44 50.     (W)     SCALED    
 ED2745* NAVD 88     -       245.188  (meters)     804.42   (feet)  ADJUSTED  
 ED2745  ___________________________________________________________________
 ED2745  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED2745  DYNAMIC HT  -         244.935 (meters)     803.59  (feet)  COMP
 ED2745  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 ED2745
 ED2745  VERT ORDER  -  FIRST     CLASS II
 ED2745
 ED2745.The horizontal coordinates were scaled from a topographic map and have
 ED2745.an estimated accuracy of +/- 6 seconds.
 ED2745
 ED2745.The orthometric height was determined by differential leveling
 ED2745.and adjusted by the National Geodetic Survey in June 1991..
 ED2745
 ED2745.The geoid height was determined by GEOID03.
 ED2745
 ED2745.The dynamic height is computed by dividing the NAVD 88
 ED2745.geopotential number by the normal gravity value computed on the
 ED2745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2745.degrees latitude (g = 980.6199 gals.).
 ED2745
 ED2745.The modeled gravity was interpolated from observed gravity values.
 ED2745
 ED2745;                    North         East    Units  Estimated Accuracy
 ED2745;SPC SC       -   321,060.      449,560.      MT  (+/- 180 meters Scaled)
 ED2745
 ED2745                          SUPERSEDED SURVEY CONTROL
 ED2745
 ED2745  NGVD 29 (12/12/91)  245.256  (m)          804.64   (f) ADJUSTED    1 2
 ED2745
 ED2745.Superseded values are not recommended for survey control.
 ED2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2745.See file dsdata.txt to determine how the superseded data were derived.
 ED2745
 ED2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU400429(NAD 83)
 ED2745_MARKER: DD = SURVEY DISK
 ED2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2745_SP_SET: CONCRETE POST
 ED2745_STAMPING: 39 033 1988
 ED2745_MARK LOGO: SCGS  
 ED2745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2745+STABILITY: SURFACE MOTION
 ED2745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2745+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED2745
 ED2745  HISTORY     - Date     Condition        Report By
 ED2745  HISTORY     - 1988     MONUMENTED       SCGS
 ED2745  HISTORY     - 20060318 GOOD             USPSQD
 ED2745
 ED2745                          STATION DESCRIPTION
 ED2745
 ED2745'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2745'STATION IS LOCATED (2.05 MI) EAST OF CENTRAL AND (3.2 MI) SOUTH OF
 ED2745'NORRIS.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2745'COLUMBIA, SC  29202
 ED2745'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2745'AND STATE ROAD 18 ((2.8 MI) SOUTHEAST OF CENTRAL), GO NORTHEAST ON
 ED2745'HIGHWAY 123 FOR (0.95 MI) TO A HIGH-TENSION-LINE CROSSING AND THE MARK
 ED2745'ON THE RIGHT IN THE SHOULDER.
 ED2745'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (71.0 FT)
 ED2745'NORTH-NORTHWEST OF THE CENTER OF THE HIGH-TENSION LINES, (23.0 FT)
 ED2745'SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY,
 ED2745'(77.0 FT) NORTHEAST OF A REFLECTOR POST, (6.8 FT) NORTHWEST OF A
 ED2745'WITNESS POST.
 ED2745'DESCRIBED BY J R WERNER
 ED2745
 ED2745                          STATION RECOVERY (2006)
 ED2745
 ED2745'RECOVERY NOTE BY US POWER SQUADRON 2006 (HB)
 ED2745'REFLECTOR POST AND WITNESS POST MISSING. ALTERNATE DESCRIPTION 98 FT
 ED2745'NORTHWEST OF METAL FENCE GATE.
 ED2745'COORDINATES OF STATION N 34  42' 58.7, W 082  44' 48.3.
 ED2745'COORDINATES ESTABLISHED WITH A GARMIN GPSMAP 276C, WAAS ENABLED.
 ED2745'NUMBER OF SATELLITES 7, ACCURACY 7 FT.
 ED2745'DESCRIPTION ON DATA SHEET IS SCALED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2746 ***********************************************************************
 ED2746  DESIGNATION -  39 034
 ED2746  PID         -  ED2746
 ED2746  STATE/COUNTY-  SC/PICKENS
 ED2746  USGS QUAD   -  CLEMSON (1980)
 ED2746
 ED2746                         *CURRENT SURVEY CONTROL
 ED2746  ___________________________________________________________________
 ED2746* NAD 83(2001)-  34 42 21.13690(N)    082 45 27.82252(W)     ADJUSTED  
 ED2746* NAVD 88     -       233.835  (meters)     767.17   (feet)  ADJUSTED  
 ED2746  ___________________________________________________________________
 ED2746  X           -     661,746.371 (meters)                     COMP
 ED2746  Y           -  -5,207,362.122 (meters)                     COMP
 ED2746  Z           -   3,611,205.573 (meters)                     COMP
 ED2746  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 ED2746  ELLIP HEIGHT-         202.90  (meters)          (03/27/03) GPS OBS
 ED2746  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 ED2746  DYNAMIC HT  -         233.594 (meters)     766.38  (feet)  COMP
 ED2746  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 ED2746
 ED2746  HORZ ORDER  -  FIRST
 ED2746  VERT ORDER  -  FIRST     CLASS II
 ED2746  ELLP ORDER  -  FOURTH    CLASS II
 ED2746
 ED2746.The horizontal coordinates were established by GPS observations
 ED2746.and adjusted by the National Geodetic Survey in March 2003..
 ED2746
 ED2746.The orthometric height was determined by differential leveling
 ED2746.and adjusted by the National Geodetic Survey in June 1991..
 ED2746
 ED2746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2746
 ED2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2746
 ED2746.The ellipsoidal height was determined by GPS observations
 ED2746.and is referenced to NAD 83.
 ED2746
 ED2746.The geoid height was determined by GEOID03.
 ED2746
 ED2746.The dynamic height is computed by dividing the NAVD 88
 ED2746.geopotential number by the normal gravity value computed on the
 ED2746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2746.degrees latitude (g = 980.6199 gals.).
 ED2746
 ED2746.The modeled gravity was interpolated from observed gravity values.
 ED2746
 ED2746;                    North         East     Units Scale Factor Converg.
 ED2746;SPC SC       -   319,935.690   448,582.782   MT  0.99995719   -0 58 28.1
 ED2746;SPC SC       - 1,049,657.78  1,471,728.29   iFT  0.99995719   -0 58 28.1
 ED2746;UTM  17      - 3,841,832.259   339,023.584   MT  0.99991940   -1 00 03.6
 ED2746
 ED2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2746!SPC SC       -   0.99996815  x   0.99995719  =   0.99992534
 ED2746!UTM  17      -   0.99996815  x   0.99991940  =   0.99988755
 ED2746
 ED2746                          SUPERSEDED SURVEY CONTROL
 ED2746
 ED2746  NAD 83(1995)-  34 42 21.13676(N)    082 45 27.82263(W) AD(       ) 1
 ED2746  ELLIP H (12/20/99)  202.90   (m)                       GP(       ) 4 1
 ED2746  NAD 83(1986)-  34 42 21.14583(N)    082 45 27.82199(W) AD(       ) 1
 ED2746  NGVD 29 (12/12/91)  233.903  (m)          767.40   (f) ADJUSTED    1 2
 ED2746
 ED2746.Superseded values are not recommended for survey control.
 ED2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2746.See file dsdata.txt to determine how the superseded data were derived.
 ED2746
 ED2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3902441832(NAD 83)
 ED2746_MARKER: DD = SURVEY DISK
 ED2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2746_SP_SET: CONCRETE POST
 ED2746_STAMPING: 39 034 1988
 ED2746_MARK LOGO: SCGS  
 ED2746_PROJECTION: FLUSH
 ED2746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2746+STABILITY: SURFACE MOTION
 ED2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2746+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 ED2746
 ED2746  HISTORY     - Date     Condition        Report By
 ED2746  HISTORY     - 1988     MONUMENTED       SCGS
 ED2746  HISTORY     - 19910806 GOOD             SCGS
 ED2746  HISTORY     - 19910806 GOOD             SCGS
 ED2746  HISTORY     - 19920115 GOOD
 ED2746  HISTORY     - 20050618 GOOD             USPSQD
 ED2746
 ED2746                          STATION DESCRIPTION
 ED2746
 ED2746'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2746'STATION IS LOCATED (2.85 MI) SOUTH-SOUTHEAST OF CENTRAL AND (4.0 MI)
 ED2746'NORTH-NORTHEAST OF PENDLETON ON THE STATE ROAD 18 AT THE SOUTHEAST
 ED2746'CORNER OF THE BRIDGE OVER US HIGHWAY 123.  OWNERSHIP--SCDHPT, DIRECTOR
 ED2746'OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202
 ED2746'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (153.0 FT) NORTHWEST
 ED2746'OF THE CENTER OF THE ON-RAMP TO HIGHWAY 123 NORTH, (18.8 FT) NORTHEAST
 ED2746'OF THE CENTER OF THE ROAD, (4.4 FT) EAST-SOUTHEAST OF THE CORNER OF
 ED2746'THE BRIDGE, (2.6 FT) WEST-SOUTHWEST OF A WITNESS POST.
 ED2746'DESCRIBED BY J R WERNER
 ED2746
 ED2746                          STATION RECOVERY (1991)
 ED2746
 ED2746'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2746'RECOVERED IN GOOD CONDITION.
 ED2746
 ED2746                          STATION RECOVERY (1991)
 ED2746
 ED2746'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2746'RECOVERED AS DESCRIBED IN L25181.
 ED2746
 ED2746                          STATION RECOVERY (1992)
 ED2746
 ED2746'RECOVERED 1992
 ED2746'RECOVERED IN GOOD CONDITION.
 ED2746
 ED2746                          STATION RECOVERY (2005)
 ED2746
 ED2746'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 ED2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2755 ***********************************************************************
 ED2755  DESIGNATION -  39 035
 ED2755  PID         -  ED2755
 ED2755  STATE/COUNTY-  SC/PICKENS
 ED2755  USGS QUAD   -  CLEMSON (1980)
 ED2755
 ED2755                         *CURRENT SURVEY CONTROL
 ED2755  ___________________________________________________________________
 ED2755* NAD 83(1986)-  34 41 57.     (N)    082 46 11.     (W)     SCALED    
 ED2755* NAVD 88     -       239.788  (meters)     786.70   (feet)  ADJUSTED  
 ED2755  ___________________________________________________________________
 ED2755  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ED2755  DYNAMIC HT  -         239.540 (meters)     785.89  (feet)  COMP
 ED2755  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 ED2755
 ED2755  VERT ORDER  -  FIRST     CLASS II
 ED2755
 ED2755.The horizontal coordinates were scaled from a topographic map and have
 ED2755.an estimated accuracy of +/- 6 seconds.
 ED2755
 ED2755.The orthometric height was determined by differential leveling
 ED2755.and adjusted by the National Geodetic Survey in June 1991..
 ED2755
 ED2755.The geoid height was determined by GEOID03.
 ED2755
 ED2755.The dynamic height is computed by dividing the NAVD 88
 ED2755.geopotential number by the normal gravity value computed on the
 ED2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2755.degrees latitude (g = 980.6199 gals.).
 ED2755
 ED2755.The modeled gravity was interpolated from observed gravity values.
 ED2755
 ED2755;                    North         East    Units  Estimated Accuracy
 ED2755;SPC SC       -   319,210.      447,470.      MT  (+/- 180 meters Scaled)
 ED2755
 ED2755                          SUPERSEDED SURVEY CONTROL
 ED2755
 ED2755  NGVD 29 (12/12/91)  239.854  (m)          786.92   (f) ADJUSTED    1 2
 ED2755
 ED2755.Superseded values are not recommended for survey control.
 ED2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2755.See file dsdata.txt to determine how the superseded data were derived.
 ED2755
 ED2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU379411(NAD 83)
 ED2755_MARKER: DD = SURVEY DISK
 ED2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2755_SP_SET: CONCRETE POST
 ED2755_STAMPING: 39 035 1988
 ED2755_MARK LOGO: SCGS  
 ED2755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2755+STABILITY: SURFACE MOTION
 ED2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2755+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED2755
 ED2755  HISTORY     - Date     Condition        Report By
 ED2755  HISTORY     - 1988     MONUMENTED       SCGS
 ED2755  HISTORY     - 20030323 GOOD             USPSQD
 ED2755  HISTORY     - 20060318 GOOD             USPSQD
 ED2755
 ED2755                          STATION DESCRIPTION
 ED2755
 ED2755'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2755'STATION IS LOCATED (1.9 MI) SOUTH-SOUTHEAST OF CENTRAL AND (3.4 MI)
 ED2755'NORTH-NORTHEAST OF PENDLETON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2755'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202
 ED2755'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2755'AND STATE ROAD 18 ((2.8 MI) SOUTHEAST OF CENTRAL), GO SOUTHWEST ON
 ED2755'HIGHWAY 123 FOR (0.8 MI) TO THE MARK ON THE RIGHT IN THE SHOULDER,
 ED2755'(0.45 MI) NORTHEAST OF A HIGH-TENSION-LINE CROSSING.
 ED2755'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (21.6 FT)
 ED2755'NORTH-NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 ED2755'(360.0 FT) EAST-NORTHEAST OF THE FIRST GUARDRAIL POST AT THE EAST END
 ED2755'OF A GUARDRAIL, (12.2 FT) SOUTH-SOUTHEAST OF A WITNESS POST,
 ED2755'(59.5 FT) WEST-SOUTHWEST OF A REFLECTOR POST.
 ED2755'DESCRIBED BY T HALL
 ED2755
 ED2755                          STATION RECOVERY (2003)
 ED2755
 ED2755'RECOVERY NOTE BY US POWER SQUADRON 2003 (ERL)
 ED2755'RECOVERED IN GOOD CONDITION.
 ED2755
 ED2755                          STATION RECOVERY (2006)
 ED2755
 ED2755'RECOVERY NOTE BY US POWER SQUADRON 2006 (HB)
 ED2755'WITNESS AND REFLECTOR POSTS ARE MISSING.
 ED2755'DESCRIPTION ON DATA SHEET IS SCALED.
 ED2755'COORDINATES OF STATION N 34  41' 57.1, W 082  46' 10.9.
 ED2755'COORDINATES ESTABLISHED WITH A GARMIN GPSMAP 276C, WAAS ENABLED.
 ED2755'NUMBER OF SATELLITES 6, ACCURACY 10FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2756 ***********************************************************************
 ED2756  DESIGNATION -  39 036
 ED2756  PID         -  ED2756
 ED2756  STATE/COUNTY-  SC/PICKENS
 ED2756  USGS QUAD   -  CLEMSON (1980)
 ED2756
 ED2756                         *CURRENT SURVEY CONTROL
 ED2756  ___________________________________________________________________
 ED2756* NAD 83(1986)-  34 41 35.     (N)    082 46 45.     (W)     SCALED    
 ED2756* NAVD 88     -       231.243  (meters)     758.67   (feet)  ADJUSTED  
 ED2756  ___________________________________________________________________
 ED2756  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED2756  DYNAMIC HT  -         231.005 (meters)     757.89  (feet)  COMP
 ED2756  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 ED2756
 ED2756  VERT ORDER  -  FIRST     CLASS II
 ED2756
 ED2756.The horizontal coordinates were scaled from a topographic map and have
 ED2756.an estimated accuracy of +/- 6 seconds.
 ED2756
 ED2756.The orthometric height was determined by differential leveling
 ED2756.and adjusted by the National Geodetic Survey in June 1991..
 ED2756
 ED2756.The geoid height was determined by GEOID03.
 ED2756
 ED2756.The dynamic height is computed by dividing the NAVD 88
 ED2756.geopotential number by the normal gravity value computed on the
 ED2756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2756.degrees latitude (g = 980.6199 gals.).
 ED2756
 ED2756.The modeled gravity was interpolated from observed gravity values.
 ED2756
 ED2756;                    North         East    Units  Estimated Accuracy
 ED2756;SPC SC       -   318,550.      446,600.      MT  (+/- 180 meters Scaled)
 ED2756
 ED2756                          SUPERSEDED SURVEY CONTROL
 ED2756
 ED2756  NGVD 29 (12/12/91)  231.309  (m)          758.89   (f) ADJUSTED    1 2
 ED2756
 ED2756.Superseded values are not recommended for survey control.
 ED2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2756.See file dsdata.txt to determine how the superseded data were derived.
 ED2756
 ED2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU370404(NAD 83)
 ED2756_MARKER: DD = SURVEY DISK
 ED2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2756_SP_SET: CONCRETE POST
 ED2756_STAMPING: 39 036 1988
 ED2756_MARK LOGO: SCGS  
 ED2756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2756+STABILITY: SURFACE MOTION
 ED2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2756+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED2756
 ED2756  HISTORY     - Date     Condition        Report By
 ED2756  HISTORY     - 1988     MONUMENTED       SCGS
 ED2756  HISTORY     - 20030323 GOOD             USPSQD
 ED2756  HISTORY     - 20060318 GOOD             USPSQD
 ED2756
 ED2756                          STATION DESCRIPTION
 ED2756
 ED2756'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2756'STATION IS LOCATED (2.2 MI) SOUTH OF CENTRAL AND (2.9 MI) NORTH OF
 ED2756'PENDLETON.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX
 ED2756'191, COLUMBIA, SC  29202
 ED2756'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2756'AND STATE ROAD 18 ((2.8 MI) SOUTHEAST OF CENTRAL), GO SOUTHWEST ON
 ED2756'HIGHWAY 123 FOR (1.5 MI) TO THE MARK ON THE LEFT AT THE EAST END OF A
 ED2756'GUARDRAIL, (0.6 MI) NORTHEAST OF THE JUNCTION OF STATE ROAD 30.
 ED2756'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (22.3 FT)
 ED2756'SOUTH-SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 ED2756'(4.6 FT) EAST OF THE END GUARDRAIL POST, (69.6 FT) NORTH-NORTHWEST OF
 ED2756'THE CENTER OF THE FRONTAGE ROAD, (4.6 FT) EAST-NORTHEAST OF A WITNESS
 ED2756'POST.
 ED2756'DESCRIBED BY T HALL
 ED2756
 ED2756                          STATION RECOVERY (2003)
 ED2756
 ED2756'RECOVERY NOTE BY US POWER SQUADRON 2003 (ERL)
 ED2756'RECOVERED IN GOOD CONDITION.
 ED2756
 ED2756                          STATION RECOVERY (2006)
 ED2756
 ED2756'RECOVERY NOTE BY US POWER SQUADRON 2006 (HB)
 ED2756'DESTRIPTION ON DATA SHEET IS SCALED.
 ED2756'COORDINATES OF STATION N 34  41' 35.4, W 082 46' 44.4.
 ED2756'COORDINATES ESTABLISHED WIT A GARMIN GPSM276C, WAAS ENABLED.
 ED2756'NUMBER OF SATELLITES 7, ACCURACY 8FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2757 ***********************************************************************
 ED2757  DESIGNATION -  39 037
 ED2757  PID         -  ED2757
 ED2757  STATE/COUNTY-  SC/PICKENS
 ED2757  USGS QUAD   -  CLEMSON (1980)
 ED2757
 ED2757                         *CURRENT SURVEY CONTROL
 ED2757  ___________________________________________________________________
 ED2757* NAD 83(2001)-  34 41 16.25486(N)    082 47 16.78130(W)     ADJUSTED  
 ED2757* NAVD 88     -       257.410  (meters)     844.52   (feet)  ADJUSTED  
 ED2757  ___________________________________________________________________
 ED2757  X           -     659,140.823 (meters)                     COMP
 ED2757  Y           -  -5,208,859.341 (meters)                     COMP
 ED2757  Z           -   3,609,575.123 (meters)                     COMP
 ED2757  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 ED2757  ELLIP HEIGHT-         226.49  (meters)          (03/27/03) GPS OBS
 ED2757  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED2757  DYNAMIC HT  -         257.145 (meters)     843.65  (feet)  COMP
 ED2757  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 ED2757
 ED2757  HORZ ORDER  -  FIRST
 ED2757  VERT ORDER  -  FIRST     CLASS II
 ED2757  ELLP ORDER  -  FOURTH    CLASS II
 ED2757
 ED2757.The horizontal coordinates were established by GPS observations
 ED2757.and adjusted by the National Geodetic Survey in March 2003..
 ED2757
 ED2757.The orthometric height was determined by differential leveling
 ED2757.and adjusted by the National Geodetic Survey in June 1991..
 ED2757
 ED2757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2757
 ED2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2757
 ED2757.The ellipsoidal height was determined by GPS observations
 ED2757.and is referenced to NAD 83.
 ED2757
 ED2757.The geoid height was determined by GEOID03.
 ED2757
 ED2757.The dynamic height is computed by dividing the NAVD 88
 ED2757.geopotential number by the normal gravity value computed on the
 ED2757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2757.degrees latitude (g = 980.6199 gals.).
 ED2757
 ED2757.The modeled gravity was interpolated from observed gravity values.
 ED2757
 ED2757;                    North         East     Units Scale Factor Converg.
 ED2757;SPC SC       -   317,984.283   445,775.913   MT  0.99995154   -0 59 28.5
 ED2757;SPC SC       - 1,043,255.52  1,462,519.40   iFT  0.99995154   -0 59 28.5
 ED2757;UTM  17      - 3,839,882.209   336,215.895   MT  0.99993064   -1 01 04.0
 ED2757
 ED2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2757!SPC SC       -   0.99996445  x   0.99995154  =   0.99991599
 ED2757!UTM  17      -   0.99996445  x   0.99993064  =   0.99989509
 ED2757
 ED2757                          SUPERSEDED SURVEY CONTROL
 ED2757
 ED2757  NAD 83(1995)-  34 41 16.25471(N)    082 47 16.78142(W) AD(       ) 1
 ED2757  ELLIP H (12/20/99)  226.49   (m)                       GP(       ) 4 1
 ED2757  NAD 83(1986)-  34 41 16.26383(N)    082 47 16.78075(W) AD(       ) 1
 ED2757  NGVD 29 (12/12/91)  257.476  (m)          844.74   (f) ADJUSTED    1 2
 ED2757
 ED2757.Superseded values are not recommended for survey control.
 ED2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2757.See file dsdata.txt to determine how the superseded data were derived.
 ED2757
 ED2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3621639882(NAD 83)
 ED2757_MARKER: DD = SURVEY DISK
 ED2757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2757_SP_SET: CONCRETE POST
 ED2757_STAMPING: 39 037 1988
 ED2757_MARK LOGO: SCGS  
 ED2757_PROJECTION: FLUSH
 ED2757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2757+STABILITY: SURFACE MOTION
 ED2757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2757+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 ED2757
 ED2757  HISTORY     - Date     Condition        Report By
 ED2757  HISTORY     - 1988     MONUMENTED       SCGS
 ED2757  HISTORY     - 19910806 GOOD             SCGS
 ED2757  HISTORY     - 19910806 GOOD             SCGS
 ED2757  HISTORY     - 19920121 GOOD
 ED2757  HISTORY     - 20030323 GOOD             USPSQD
 ED2757  HISTORY     - 20050618 GOOD             USPSQD
 ED2757
 ED2757                          STATION DESCRIPTION
 ED2757
 ED2757'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2757'STATION IS LOCATED (2.5 MI) NORTH OF PENDLETON AND (2.5 MI) SOUTH OF
 ED2757'CENTRAL.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2757'COLUMBIA, SC  29202
 ED2757'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2757'AND STATE HIGHWAY 93 ((1.8 MI) NORTHEAST OF CLEMSON), GO EASTERLY ON
 ED2757'HIGHWAY 123 FOR (1.5 MI) TO THE STATE ROAD 30 OVERPASS AND THE MARK AT
 ED2757'THE SOUTHEAST CORNER OF THE OVERPASS.
 ED2757'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (3.0 FT) SOUTHEAST
 ED2757'OF THE CORNER OF THE OVERPASS, (23.0 FT) EAST OF THE CENTER OF A
 ED2757'CONCRETE MEDIAN IN ROAD 30, (90.0 FT) NORTH OF THE CENTER OF THE
 ED2757'HIGHWAY 123 NORTH ON-RAMP, (2.3 FT) SOUTHEAST OF A WITNESS POST.
 ED2757'DESCRIBED BY T HALL
 ED2757
 ED2757                          STATION RECOVERY (1991)
 ED2757
 ED2757'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2757'RECOVERED IN GOOD CONDITION.
 ED2757
 ED2757                          STATION RECOVERY (1991)
 ED2757
 ED2757'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2757'RECOVERED AS DESCRIBED IN L25181.
 ED2757
 ED2757                          STATION RECOVERY (1992)
 ED2757
 ED2757'RECOVERED 1992
 ED2757'RECOVERED IN GOOD CONDITION.
 ED2757
 ED2757                          STATION RECOVERY (2003)
 ED2757
 ED2757'RECOVERY NOTE BY US POWER SQUADRON 2003 (ERL)
 ED2757'RECOVERED IN GOOD CONDITION.
 ED2757
 ED2757                          STATION RECOVERY (2005)
 ED2757
 ED2757'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 ED2757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2758 ***********************************************************************
 ED2758  DESIGNATION -  39 038
 ED2758  PID         -  ED2758
 ED2758  STATE/COUNTY-  SC/PICKENS
 ED2758  USGS QUAD   -  CLEMSON (1980)
 ED2758
 ED2758                         *CURRENT SURVEY CONTROL
 ED2758  ___________________________________________________________________
 ED2758* NAD 83(1986)-  34 41 11.     (N)    082 47 44.     (W)     SCALED    
 ED2758* NAVD 88     -       244.561  (meters)     802.36   (feet)  ADJUSTED  
 ED2758  ___________________________________________________________________
 ED2758  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED2758  DYNAMIC HT  -         244.309 (meters)     801.54  (feet)  COMP
 ED2758  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 ED2758
 ED2758  VERT ORDER  -  FIRST     CLASS II
 ED2758
 ED2758.The horizontal coordinates were scaled from a topographic map and have
 ED2758.an estimated accuracy of +/- 6 seconds.
 ED2758
 ED2758.The orthometric height was determined by differential leveling
 ED2758.and adjusted by the National Geodetic Survey in June 1991..
 ED2758
 ED2758.The geoid height was determined by GEOID03.
 ED2758
 ED2758.The dynamic height is computed by dividing the NAVD 88
 ED2758.geopotential number by the normal gravity value computed on the
 ED2758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2758.degrees latitude (g = 980.6199 gals.).
 ED2758
 ED2758.The modeled gravity was interpolated from observed gravity values.
 ED2758
 ED2758;                    North         East    Units  Estimated Accuracy
 ED2758;SPC SC       -   317,830.      445,080.      MT  (+/- 180 meters Scaled)
 ED2758
 ED2758                          SUPERSEDED SURVEY CONTROL
 ED2758
 ED2758  NGVD 29 (12/12/91)  244.627  (m)          802.58   (f) ADJUSTED    1 2
 ED2758
 ED2758.Superseded values are not recommended for survey control.
 ED2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2758.See file dsdata.txt to determine how the superseded data were derived.
 ED2758
 ED2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU355397(NAD 83)
 ED2758_MARKER: DD = SURVEY DISK
 ED2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2758_SP_SET: CONCRETE POST
 ED2758_STAMPING: 39 038 1988
 ED2758_MARK LOGO: SCGS  
 ED2758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2758+STABILITY: SURFACE MOTION
 ED2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2758+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2758
 ED2758  HISTORY     - Date     Condition        Report By
 ED2758  HISTORY     - 1988     MONUMENTED       SCGS
 ED2758  HISTORY     - 19950817 GOOD             USPSQD
 ED2758  HISTORY     - 19970527 GOOD             USPSQD
 ED2758  HISTORY     - 20021003 MARK NOT FOUND   USPSQD
 ED2758
 ED2758                          STATION DESCRIPTION
 ED2758
 ED2758'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2758'STATION IS LOCATED (2.4 MI) EAST OF CLEMSON AND (2.5 MI)
 ED2758'NORTH-NORTHWEST OF PENDLETON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2758'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202
 ED2758'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2758'AND STATE HIGHWAY 93 ((1.8 MI) NORTHEAST OF CLEMSON), GO EASTERLY ON
 ED2758'HIGHWAY 123 FOR (0.8 MI) TO THE STATE ROAD 271 OVERPASS.  CONTINUE ON
 ED2758'HIGHWAY 123 FOR (0.25 MI) TO A PULL-OVER ROAD AND THE MARK ON THE
 ED2758'RIGHT NEAR A GRANITE MONUMENT (JOHN C CALHOUN MEMORIAL HIGHWAY).
 ED2758'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (9.8 FT) SOUTHWEST
 ED2758'OF THE SOUTHWEST CORNER OF THE MONUMENT, (46.6 FT) SOUTH OF THE
 ED2758'NORTHBOUND LANES OF THE HIGHWAY, (18.0 FT) SOUTH OF THE CENTER OF THE
 ED2758'PULL-OVER ROAD, (81.3 FT) NORTH-NORTHEAST OF A LONE CEDAR TREE IN A
 ED2758'FENCELINE.
 ED2758'DESCRIBED BY T HALL
 ED2758
 ED2758                          STATION RECOVERY (1995)
 ED2758
 ED2758'RECOVERY NOTE BY US POWER SQUADRON 1995
 ED2758'RECOVERED IN GOOD CONDITION.
 ED2758
 ED2758                          STATION RECOVERY (1997)
 ED2758
 ED2758'RECOVERY NOTE BY US POWER SQUADRON 1997
 ED2758'RECOVERED IN GOOD CONDITION.
 ED2758
 ED2758                          STATION RECOVERY (2002)
 ED2758
 ED2758'RECOVERY NOTE BY US POWER SQUADRON 2002 (HB)
 ED2758'AREA WERE ED2758 WAS REPORTED IN 19970527 FOUND IN GOOD CONDITION WAS
 ED2758'RECENTLY GRADED AND PLOWED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2760 ***********************************************************************
 ED2760  DESIGNATION -  39 040
 ED2760  PID         -  ED2760
 ED2760  STATE/COUNTY-  SC/PICKENS
 ED2760  USGS QUAD   -  CLEMSON (1980)
 ED2760
 ED2760                         *CURRENT SURVEY CONTROL
 ED2760  ___________________________________________________________________
 ED2760* NAD 83(1986)-  34 41 19.     (N)    082 49 25.     (W)     SCALED    
 ED2760* NAVD 88     -       235.403  (meters)     772.32   (feet)  ADJUSTED  
 ED2760  ___________________________________________________________________
 ED2760  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ED2760  DYNAMIC HT  -         235.160 (meters)     771.52  (feet)  COMP
 ED2760  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 ED2760
 ED2760  VERT ORDER  -  FIRST     CLASS II
 ED2760
 ED2760.The horizontal coordinates were scaled from a topographic map and have
 ED2760.an estimated accuracy of +/- 6 seconds.
 ED2760
 ED2760.The orthometric height was determined by differential leveling
 ED2760.and adjusted by the National Geodetic Survey in June 1991..
 ED2760
 ED2760.The geoid height was determined by GEOID03.
 ED2760
 ED2760.The dynamic height is computed by dividing the NAVD 88
 ED2760.geopotential number by the normal gravity value computed on the
 ED2760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2760.degrees latitude (g = 980.6199 gals.).
 ED2760
 ED2760.The modeled gravity was interpolated from observed gravity values.
 ED2760
 ED2760;                    North         East    Units  Estimated Accuracy
 ED2760;SPC SC       -   318,130.      442,510.      MT  (+/- 180 meters Scaled)
 ED2760
 ED2760                          SUPERSEDED SURVEY CONTROL
 ED2760
 ED2760  NGVD 29 (12/12/91)  235.465  (m)          772.52   (f) ADJUSTED    1 2
 ED2760
 ED2760.Superseded values are not recommended for survey control.
 ED2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2760.See file dsdata.txt to determine how the superseded data were derived.
 ED2760
 ED2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU329400(NAD 83)
 ED2760_MARKER: DD = SURVEY DISK
 ED2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2760_SP_SET: CONCRETE POST
 ED2760_STAMPING: 39 040 1988
 ED2760_MARK LOGO: SCGS  
 ED2760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2760+STABILITY: SURFACE MOTION
 ED2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2760+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 ED2760
 ED2760  HISTORY     - Date     Condition        Report By
 ED2760  HISTORY     - 1988     MONUMENTED       SCGS
 ED2760  HISTORY     - 19900313 GOOD             SCGS
 ED2760  HISTORY     - 20030321 GOOD             USPSQD
 ED2760  HISTORY     - 20050618 GOOD             USPSQD
 ED2760
 ED2760                          STATION DESCRIPTION
 ED2760
 ED2760'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2760'STATION IS LOCATED IN CLEMSON, (0.9 MI) EAST-NORTHEAST OF THE CENTER
 ED2760'OF TOWN.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2760'COLUMBIA, SC  29202
 ED2760'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2760'AND STATE HIGHWAY 93 ((1.8 MI) NORTHEAST OF CLEMSON), GO
 ED2760'WEST-NORTHWEST ON HIGHWAY 123 FOR (0.55 MI) TO THE STATE CREDIT UNION
 ED2760'ON THE RIGHT AND THE MARK ON THE LEFT ACROSS THE HIGHWAY, (0.25 MI)
 ED2760'EAST-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 76/STATE HIGHWAY 28.
 ED2760'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (165.7 FT)
 ED2760'WEST-NORTHWEST OF THE EXTENDED CENTER OF BANKS STREET LEADING
 ED2760'NORTH-NORTHEAST, (20.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE
 ED2760'NORTHBOUND LANES OF THE HIGHWAY, (31.6 FT) NORTH-NORTHWEST OF A
 ED2760'SECURITY LIGHT POLE, (8.4 FT) SOUTH-SOUTHWEST OF A WITNESS POST.
 ED2760'DESCRIBED BY J R WERNER
 ED2760
 ED2760                          STATION RECOVERY (1990)
 ED2760
 ED2760'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED2760'RECOVERED IN GOOD CONDITION.
 ED2760
 ED2760                          STATION RECOVERY (2003)
 ED2760
 ED2760'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB)
 ED2760'RECOVERED IN GOOD CONDITION.
 ED2760
 ED2760                          STATION RECOVERY (2005)
 ED2760
 ED2760'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 ED2760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2736 ***********************************************************************
 ED2736  DESIGNATION -  39 041
 ED2736  PID         -  ED2736
 ED2736  STATE/COUNTY-  SC/PICKENS
 ED2736  USGS QUAD   -  LIBERTY (1983)
 ED2736
 ED2736                         *CURRENT SURVEY CONTROL
 ED2736  ___________________________________________________________________
 ED2736* NAD 83(1986)-  34 46 32.     (N)    082 40 16.     (W)     SCALED    
 ED2736* NAVD 88     -       269.864  (meters)     885.38   (feet)  ADJUSTED  
 ED2736  ___________________________________________________________________
 ED2736  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED2736  DYNAMIC HT  -         269.586 (meters)     884.47  (feet)  COMP
 ED2736  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 ED2736
 ED2736  VERT ORDER  -  FIRST     CLASS II
 ED2736
 ED2736.The horizontal coordinates were scaled from a topographic map and have
 ED2736.an estimated accuracy of +/- 6 seconds.
 ED2736
 ED2736.The orthometric height was determined by differential leveling
 ED2736.and adjusted by the National Geodetic Survey in June 1991..
 ED2736
 ED2736.The geoid height was determined by GEOID03.
 ED2736
 ED2736.The dynamic height is computed by dividing the NAVD 88
 ED2736.geopotential number by the normal gravity value computed on the
 ED2736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2736.degrees latitude (g = 980.6199 gals.).
 ED2736
 ED2736.The modeled gravity was interpolated from observed gravity values.
 ED2736
 ED2736;                    North         East    Units  Estimated Accuracy
 ED2736;SPC SC       -   327,530.      456,640.      MT  (+/- 180 meters Scaled)
 ED2736
 ED2736                          SUPERSEDED SURVEY CONTROL
 ED2736
 ED2736  NGVD 29 (12/12/91)  269.938  (m)          885.62   (f) ADJUSTED    1 2
 ED2736
 ED2736.Superseded values are not recommended for survey control.
 ED2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2736.See file dsdata.txt to determine how the superseded data were derived.
 ED2736
 ED2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU470494(NAD 83)
 ED2736_MARKER: DD = SURVEY DISK
 ED2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2736_SP_SET: CONCRETE POST
 ED2736_STAMPING: 39 041 1988
 ED2736_MARK LOGO: SCGS  
 ED2736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2736+STABILITY: SURFACE MOTION
 ED2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2736+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 ED2736
 ED2736  HISTORY     - Date     Condition        Report By
 ED2736  HISTORY     - 1988     MONUMENTED       SCGS
 ED2736  HISTORY     - 19950817 GOOD             USPSQD
 ED2736  HISTORY     - 20050618 GOOD             USPSQD
 ED2736
 ED2736                          STATION DESCRIPTION
 ED2736
 ED2736'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2736'STATION IS LOCATED (1.5 MI) SOUTHEAST OF LIBERTY AND (4.7 MI) EAST OF
 ED2736'NORRIS ON US HIGHWAY 123 NEAR THE SOUTHWEST CORNER OF THE BRIDGE OVER
 ED2736'US HIGHWAY 178.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO
 ED2736'BOX 191, COLUMBIA, SC  29202
 ED2736'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (20.7 FT)
 ED2736'WEST-NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF HIGHWAY 123,
 ED2736'(21.2 FT) SOUTHWEST OF THE CORNER OF THE BRIDGE, (5.7 FT)
 ED2736'WEST-NORTHWEST OF THE FIRST GUARDRAIL POST FROM THE BRIDGE.
 ED2736'DESCRIBED BY J R WERNER
 ED2736
 ED2736                          STATION RECOVERY (1995)
 ED2736
 ED2736'RECOVERY NOTE BY US POWER SQUADRON 1995
 ED2736'RECOVERED IN GOOD CONDITION.
 ED2736
 ED2736                          STATION RECOVERY (2005)
 ED2736
 ED2736'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 ED2736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2717 ***********************************************************************
 ED2717  DESIGNATION -  39 042
 ED2717  PID         -  ED2717
 ED2717  STATE/COUNTY-  SC/PICKENS
 ED2717  USGS QUAD   -  EASLEY (1983)
 ED2717
 ED2717                         *CURRENT SURVEY CONTROL
 ED2717  ___________________________________________________________________
 ED2717* NAD 83(1986)-  34 49 52.     (N)    082 30 05.     (W)     SCALED    
 ED2717* NAVD 88     -       264.226  (meters)     866.88   (feet)  ADJUSTED  
 ED2717  ___________________________________________________________________
 ED2717  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 ED2717  DYNAMIC HT  -         263.957 (meters)     866.00  (feet)  COMP
 ED2717  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 ED2717
 ED2717  VERT ORDER  -  FIRST     CLASS II
 ED2717
 ED2717.The horizontal coordinates were scaled from a topographic map and have
 ED2717.an estimated accuracy of +/- 6 seconds.
 ED2717
 ED2717.The orthometric height was determined by differential leveling
 ED2717.and adjusted by the National Geodetic Survey in June 1991..
 ED2717
 ED2717.The geoid height was determined by GEOID03.
 ED2717
 ED2717.The dynamic height is computed by dividing the NAVD 88
 ED2717.geopotential number by the normal gravity value computed on the
 ED2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2717.degrees latitude (g = 980.6199 gals.).
 ED2717
 ED2717.The modeled gravity was interpolated from observed gravity values.
 ED2717
 ED2717;                    North         East    Units  Estimated Accuracy
 ED2717;SPC SC       -   333,460.      472,270.      MT  (+/- 180 meters Scaled)
 ED2717
 ED2717                          SUPERSEDED SURVEY CONTROL
 ED2717
 ED2717  NGVD 29 (12/12/91)  264.309  (m)          867.15   (f) ADJUSTED    1 2
 ED2717
 ED2717.Superseded values are not recommended for survey control.
 ED2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2717.See file dsdata.txt to determine how the superseded data were derived.
 ED2717
 ED2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU627553(NAD 83)
 ED2717_MARKER: DD = SURVEY DISK
 ED2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2717_SP_SET: CONCRETE POST
 ED2717_STAMPING: 39 042 1988
 ED2717_MARK LOGO: SCGS  
 ED2717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2717+STABILITY: SURFACE MOTION
 ED2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2717+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2000
 ED2717
 ED2717  HISTORY     - Date     Condition        Report By
 ED2717  HISTORY     - 1988     MONUMENTED       SCGS
 ED2717  HISTORY     - 20000814 GOOD             SCGS
 ED2717
 ED2717                          STATION DESCRIPTION
 ED2717
 ED2717'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2717'STATION IS LOCATED (5.9 MI) WEST-SOUTHWEST OF GREENVILLE AND (5.7 MI)
 ED2717'EAST OF EASLEY AT THE JUNCTION OF US HIGHWAY 123 AND STATE HIGHWAY
 ED2717'124, IN A GRASSY JUNCTION ISLAND NEAR A POWER POLE. OWNERSHIP--SCDHPT,
 ED2717'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202
 ED2717'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (48.3 FT)
 ED2717'SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 124, (34.8 FT) NORTH OF THE
 ED2717'CENTER OF THE SOUTHBOUND LANES OF HIGHWAY 123, (24.8 FT) SOUTH OF A
 ED2717'POWER POLE WITH A GUY WIRE, (8.8 FT) SOUTH OF A WITNESS POST.
 ED2717'DESCRIBED BY T HALL
 ED2717
 ED2717                          STATION RECOVERY (2000)
 ED2717
 ED2717'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2717'STATION IS LOCATED IN THE GRASSY MEDIAN AND IN THE EAST ANGLE OF THE
 ED2717'JUNCTION OF U.S.  HIGHWAY 123 (CALHOUN MEMORIAL HIGHWAY) AND STATE
 ED2717'HIGHWAY 124 (OLD EASLEY HIGHWAY) , 5.8 MILES (9.3 KM) EAST OF EASLEY,
 ED2717'12.2 EAST SOUTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2717'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29209, PHONE
 ED2717'803-737-1350.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 ED2717'AND 1.0 FOOT (0.3 M) BELOW HIGHWAY 123, 24.3 FEET (7.4 M) SOUTH OF
 ED2717'POWER POLE NUMBER 101 WITH TWO GUY WIRES, 35.0 FEET (10.7 M) NORTH OF
 ED2717'THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 123, 47.6 FEET (14.5 M)
 ED2717'SOUTH SOUTHEAST OF THE CENTER OF HIGHWAY 124, 99.5 FEET (30.3 M) WEST
 ED2717'OF THE CENTER OF A METAL MANHOLE COVER, 9.1 FEET (2.8 M) SOUTH OF A
 ED2717'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2718 ***********************************************************************
 ED2718  DESIGNATION -  39 043
 ED2718  PID         -  ED2718
 ED2718  STATE/COUNTY-  SC/PICKENS
 ED2718  USGS QUAD   -  EASLEY (1983)
 ED2718
 ED2718                         *CURRENT SURVEY CONTROL
 ED2718  ___________________________________________________________________
 ED2718* NAD 83(2001)-  34 49 48.82731(N)    082 30 53.02299(W)     ADJUSTED  
 ED2718* NAVD 88     -       274.357  (meters)     900.12   (feet)  ADJUSTED  
 ED2718  ___________________________________________________________________
 ED2718  X           -     682,804.959 (meters)                     COMP
 ED2718  Y           -  -5,196,741.177 (meters)                     COMP
 ED2718  Z           -   3,622,561.824 (meters)                     COMP
 ED2718  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 ED2718  ELLIP HEIGHT-         243.23  (meters)          (03/27/03) GPS OBS
 ED2718  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 ED2718  DYNAMIC HT  -         274.077 (meters)     899.20  (feet)  COMP
 ED2718  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 ED2718
 ED2718  HORZ ORDER  -  FIRST
 ED2718  VERT ORDER  -  FIRST     CLASS II
 ED2718  ELLP ORDER  -  FOURTH    CLASS II
 ED2718
 ED2718.The horizontal coordinates were established by GPS observations
 ED2718.and adjusted by the National Geodetic Survey in March 2003..
 ED2718
 ED2718.The orthometric height was determined by differential leveling
 ED2718.and adjusted by the National Geodetic Survey in June 1991..
 ED2718
 ED2718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2718
 ED2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2718
 ED2718.The ellipsoidal height was determined by GPS observations
 ED2718.and is referenced to NAD 83.
 ED2718
 ED2718.The geoid height was determined by GEOID03.
 ED2718
 ED2718.The dynamic height is computed by dividing the NAVD 88
 ED2718.geopotential number by the normal gravity value computed on the
 ED2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2718.degrees latitude (g = 980.6199 gals.).
 ED2718
 ED2718.The modeled gravity was interpolated from observed gravity values.
 ED2718
 ED2718;                    North         East     Units Scale Factor Converg.
 ED2718;SPC SC       -   333,377.339   471,043.322   MT  0.99999890   -0 50 23.2
 ED2718;SPC SC       - 1,093,757.67  1,545,417.72   iFT  0.99999890   -0 50 23.2
 ED2718;UTM  17      - 3,855,262.328   361,487.977   MT  0.99983646   -0 51 55.0
 ED2718
 ED2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2718!SPC SC       -   0.99996182  x   0.99999890  =   0.99996072
 ED2718!UTM  17      -   0.99996182  x   0.99983646  =   0.99979829
 ED2718
 ED2718                          SUPERSEDED SURVEY CONTROL
 ED2718
 ED2718  NAD 83(1995)-  34 49 48.82742(N)    082 30 53.02297(W) AD(       ) 1
 ED2718  ELLIP H (12/20/99)  243.23   (m)                       GP(       ) 4 1
 ED2718  NAD 83(1986)-  34 49 48.83453(N)    082 30 53.02507(W) AD(       ) 1
 ED2718  NAVD 88 (01/05/05)  274.36   (m)          900.1    (f) LEVELING    3  
 ED2718  NGVD 29 (12/12/91)  274.438  (m)          900.39   (f) ADJUSTED    1 2
 ED2718
 ED2718.Superseded values are not recommended for survey control.
 ED2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2718.See file dsdata.txt to determine how the superseded data were derived.
 ED2718
 ED2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6148855262(NAD 83)
 ED2718_MARKER: DD = SURVEY DISK
 ED2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2718_SP_SET: CONCRETE POST
 ED2718_STAMPING: 39 043 1988
 ED2718_MARK LOGO: SCGS  
 ED2718_PROJECTION: FLUSH
 ED2718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2718+STABILITY: SURFACE MOTION
 ED2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2718+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ED2718
 ED2718  HISTORY     - Date     Condition        Report By
 ED2718  HISTORY     - 1988     MONUMENTED       SCGS
 ED2718  HISTORY     - 19910806 GOOD             SCGS
 ED2718  HISTORY     - 20000814 GOOD             SCGS
 ED2718  HISTORY     - 20040819 GOOD             WOOLPT
 ED2718
 ED2718                          STATION DESCRIPTION
 ED2718
 ED2718'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2718'STATION IS LOCATED (6.6 MI) WEST OF GREENVILLE AND (4.9 MI) EAST OF
 ED2718'EASLEY.  OWNERSHIP--MR FLOYD SPEARMAN, 4220 CALHOUN MEMORIAL HIGHWAY,
 ED2718'EASLEY, SC  29640, PHONE 803-269-2148
 ED2718'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE
 ED2718'HIGHWAY 124 ((5.7 MI) EAST OF EASLEY), GO WEST ON HIGHWAY 123 FOR
 ED2718'(0.8 MI) TO THE MARK ON THE RIGHT ON A HILLSIDE AT A FENCELINE BETWEEN
 ED2718'A RESIDENTIAL HOME AND A COMERCIAL DEVELOPMENT, (0.3 MI) WEST OF THE
 ED2718'BRIDGE OVER STATE ROAD 144.
 ED2718'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (35.6 FT) WEST OF
 ED2718'THE CENTER OF A STEEP PAVED DRIVEWAY, (59.7 FT) NORTH OF THE CENTER OF
 ED2718'THE SOUTHBOUND LANES OF THE HIGHWAY, (24.4 FT) NORTH-NORTHWEST OF A
 ED2718'POWER POLE, (124.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 ED2718'(3.2 FT) SOUTH OF A FENCE POST.
 ED2718'DESCRIBED BY T HALL
 ED2718
 ED2718                          STATION RECOVERY (1991)
 ED2718
 ED2718'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2718'RECOVERED IN GOOD CONDITION.
 ED2718
 ED2718                          STATION RECOVERY (2000)
 ED2718
 ED2718'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2718'STATION IS LOCATED 5.0 MILES (8.0 KM) EAST OF EASLEY, 11.5 MILES (18.5
 ED2718'KM) EAST SOUTHEAST OF PICKENS.  OWNERSHIP--FLOYD SPEARMAN, 4220
 ED2718'CALHOUN MEMORIAL HWY, EASLEY, SC 29640, PHONE 864-269-2148.  TO REACH
 ED2718'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 123 (CALHOUN MEMORIAL
 ED2718'HIGHWAY) AND STATE HIGHWAY 124 (OLD EASLEY HIGHWAY) , 5.6 MILES (9.0
 ED2718'KM) EAST OF EASLEY, GO WEST ON HIGHWAY 123 FOR 0.75 MILE (1.21 KM) TO
 ED2718'THE STATION ON THE RIGHT ATOP A STEEP SLOPE NEAR THE EAST END OF A
 ED2718'CLIFF.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 20.0 FEET
 ED2718'(6.1 M) ABOVE THE HIGHWAY, 59.7 FEET (18.2 M) NORTH OF THE CENTER OF
 ED2718'THE WEST BOUND LANES OF HIGHWAY 123, 24.6 FEET (7.5 M) NORTH NORTHWEST
 ED2718'OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 3.2 FEET (1.0
 ED2718'M) SOUTH OF THE SOUTH END OF A 4.0-FOOT CLIFF, 35.1 FEET (10.7 M) WEST
 ED2718'OF THE CENTER OF A PAVED DRIVE LEADING TO A VINYL-SIDED HOUSE NUMBER
 ED2718'4220, 25.1 FEET (7.7 M) NORTH NORTHWEST OF A WITNESS POST.
 ED2718
 ED2718                          STATION RECOVERY (2004)
 ED2718
 ED2718'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 ED2718'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2719 ***********************************************************************
 ED2719  DESIGNATION -  39 044
 ED2719  PID         -  ED2719
 ED2719  STATE/COUNTY-  SC/PICKENS
 ED2719  USGS QUAD   -  EASLEY (1983)
 ED2719
 ED2719                         *CURRENT SURVEY CONTROL
 ED2719  ___________________________________________________________________
 ED2719* NAD 83(1986)-  34 49 42.     (N)    082 31 42.     (W)     SCALED    
 ED2719* NAVD 88     -       286.144  (meters)     938.79   (feet)  ADJUSTED  
 ED2719  ___________________________________________________________________
 ED2719  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 ED2719  DYNAMIC HT  -         285.852 (meters)     937.83  (feet)  COMP
 ED2719  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 ED2719
 ED2719  VERT ORDER  -  FIRST     CLASS II
 ED2719
 ED2719.The horizontal coordinates were scaled from a topographic map and have
 ED2719.an estimated accuracy of +/- 6 seconds.
 ED2719
 ED2719.The orthometric height was determined by differential leveling
 ED2719.and adjusted by the National Geodetic Survey in June 1991..
 ED2719
 ED2719.The geoid height was determined by GEOID03.
 ED2719
 ED2719.The dynamic height is computed by dividing the NAVD 88
 ED2719.geopotential number by the normal gravity value computed on the
 ED2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2719.degrees latitude (g = 980.6199 gals.).
 ED2719
 ED2719.The modeled gravity was interpolated from observed gravity values.
 ED2719
 ED2719;                    North         East    Units  Estimated Accuracy
 ED2719;SPC SC       -   333,190.      469,800.      MT  (+/- 180 meters Scaled)
 ED2719
 ED2719                          SUPERSEDED SURVEY CONTROL
 ED2719
 ED2719  NGVD 29 (12/12/91)  286.224  (m)          939.05   (f) ADJUSTED    1 2
 ED2719
 ED2719.Superseded values are not recommended for survey control.
 ED2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2719.See file dsdata.txt to determine how the superseded data were derived.
 ED2719
 ED2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU602550(NAD 83)
 ED2719_MARKER: DD = SURVEY DISK
 ED2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2719_SP_SET: CONCRETE POST
 ED2719_STAMPING: 39 044 1988
 ED2719_MARK LOGO: SCGS  
 ED2719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2719+STABILITY: SURFACE MOTION
 ED2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2719+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2000
 ED2719
 ED2719  HISTORY     - Date     Condition        Report By
 ED2719  HISTORY     - 1988     MONUMENTED       SCGS
 ED2719  HISTORY     - 20000814 GOOD             SCGS
 ED2719
 ED2719                          STATION DESCRIPTION
 ED2719
 ED2719'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2719'STATION IS LOCATED (7.4 MI) WEST OF GREENVILLE AND (4.2 MI) EAST OF
 ED2719'EASLEY AT THE OVERPASS JUNCTION OF STATE HIGHWAY 153 AND U.S. HIGHWAY
 ED2719'123, NEAR THE SOUTHEAST CORNER OF THE OVERPASS, BEHIND THE GUARDRAIL.
 ED2719'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA,
 ED2719'SC  29202
 ED2719'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (9.3 FT)
 ED2719'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, (33.3 FT)
 ED2719'EAST-NORTHEAST OF THE CENTER OF HIGHWAY 153, (2.9 FT) WEST-SOUTHWEST
 ED2719'OF A WITNESS POST, (39.3 FT) NORTH-NORTHWEST OF A POWER POLE WITH A
 ED2719'GUY WIRE AND CAUTION LIGHTS.
 ED2719'DESCRIBED BY T HALL
 ED2719
 ED2719                          STATION RECOVERY (2000)
 ED2719
 ED2719'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2719'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE JUNCTION OVERPASS
 ED2719'OF STATE HIGHWAY 153 (EARLE E.  MORRIS JUNIOR HIGHWAY) AND U.S.
 ED2719'HIGHWAY 123 (CALHOUN MEMORIAL HIGHWAY) , 4.0 MILES (6.4 KM) EAST OF
 ED2719'EASLEY, 3.75 SOUTH OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2719'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2719'803-737-1350.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 ED2719'AND 0.5 FOOT (15.2 CM) BELOW HIGHWAY 153, 9.2 FEET (2.8 M) SOUTHEAST
 ED2719'OF THE SOUTHEAST CORNER OF THE BRIDGE HEAD WALL, 6.5 FEET (2.0 M)
 ED2719'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE WING WALL, 6.4
 ED2719'FEET (2.0 M) EAST NORTHEAST OF A WOODEN GUARDRAIL POST WITH A SCGS
 ED2719'REFERENCE WASHER ATTACHED, 38.4 FEET (11.7 M) NORTH OF A TRAFFIC LIGHT
 ED2719'SUPPORT POST NUMBER 85387 WITH A SCGS REFERENCE WASHER ATTACHED, 2.9
 ED2719'FEET (0.9 M) WEST SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2720 ***********************************************************************
 ED2720  DESIGNATION -  39 045
 ED2720  PID         -  ED2720
 ED2720  STATE/COUNTY-  SC/PICKENS
 ED2720  USGS QUAD   -  EASLEY (1983)
 ED2720
 ED2720                         *CURRENT SURVEY CONTROL
 ED2720  ___________________________________________________________________
 ED2720* NAD 83(1986)-  34 49 34.     (N)    082 33 52.     (W)     SCALED    
 ED2720* NAVD 88     -       312.904  (meters)    1026.59   (feet)  ADJUSTED  
 ED2720  ___________________________________________________________________
 ED2720  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 ED2720  DYNAMIC HT  -         312.583 (meters)    1025.53  (feet)  COMP
 ED2720  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 ED2720
 ED2720  VERT ORDER  -  FIRST     CLASS II
 ED2720
 ED2720.The horizontal coordinates were scaled from a topographic map and have
 ED2720.an estimated accuracy of +/- 6 seconds.
 ED2720
 ED2720.The orthometric height was determined by differential leveling
 ED2720.and adjusted by the National Geodetic Survey in June 1991..
 ED2720
 ED2720.The geoid height was determined by GEOID03.
 ED2720
 ED2720.The dynamic height is computed by dividing the NAVD 88
 ED2720.geopotential number by the normal gravity value computed on the
 ED2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2720.degrees latitude (g = 980.6199 gals.).
 ED2720
 ED2720.The modeled gravity was interpolated from observed gravity values.
 ED2720
 ED2720;                    North         East    Units  Estimated Accuracy
 ED2720;SPC SC       -   332,990.      466,490.      MT  (+/- 180 meters Scaled)
 ED2720
 ED2720                          SUPERSEDED SURVEY CONTROL
 ED2720
 ED2720  NGVD 29 (12/12/91)  312.981  (m)         1026.84   (f) ADJUSTED    1 2
 ED2720
 ED2720.Superseded values are not recommended for survey control.
 ED2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2720.See file dsdata.txt to determine how the superseded data were derived.
 ED2720
 ED2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU569548(NAD 83)
 ED2720_MARKER: DD = SURVEY DISK
 ED2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2720_SP_SET: CONCRETE POST
 ED2720_STAMPING: 39 045 1988
 ED2720_MARK LOGO: SCGS  
 ED2720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2720+STABILITY: SURFACE MOTION
 ED2720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2720+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2720
 ED2720  HISTORY     - Date     Condition        Report By
 ED2720  HISTORY     - 1988     MONUMENTED       SCGS
 ED2720
 ED2720                          STATION DESCRIPTION
 ED2720
 ED2720'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2720'STATION IS LOCATED (2.15 MI) EAST OF THE CENTER OF EASLEY.
 ED2720'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA,
 ED2720'SC  29202.
 ED2720'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE
 ED2720'HIGHWAY 93 (GREENVILLE ROAD) IN EASLEY, GO EAST ON HIGHWAY 123 FOR
 ED2720'(0.1 MI) TO THE JUNCTION OF STATE ROAD 28 (POWDERSVILLE ROAD) AND THE
 ED2720'MARK ON THE LEFT IN THE MEDIAN.
 ED2720'STATION IS A CONCRETE POST RECESSED 2-INCHES, (20.0 FT)
 ED2720'NORTH-NORTHEAST OF THE EDGE OF THE SOUTH CURB OF THE MEDIAN,
 ED2720'(12.0 FT) SOUTH-SOUTHWEST OF THE EDGE OF THE NORTH CURB OF THE MEDIAN,
 ED2720'(119.0 FT) SOUTHEAST OF A WOODEN POLE IN THE MEDIAN SUPPORTING HIGHWAY
 ED2720'SIGNS HANGING OVER THE SOUTHBOUND LANES OF THE HIGHWAY, (17.1 FT)
 ED2720'NORTHWEST OF A WITNESS POST, (10.0 FT) NORTH-NORTHEAST OF THE WEST END
 ED2720'OF A PIPE CULVERT UNDER THE CROSSOVER ROAD.
 ED2720'DESCRIBED BY T HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2721 ***********************************************************************
 ED2721  DESIGNATION -  39 046
 ED2721  PID         -  ED2721
 ED2721  STATE/COUNTY-  SC/PICKENS
 ED2721  USGS QUAD   -  EASLEY (1983)
 ED2721
 ED2721                         *CURRENT SURVEY CONTROL
 ED2721  ___________________________________________________________________
 ED2721* NAD 83(1986)-  34 49 25.     (N)    082 34 43.     (W)     SCALED    
 ED2721* NAVD 88     -       308.026  (meters)    1010.58   (feet)  ADJUSTED  
 ED2721  ___________________________________________________________________
 ED2721  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 ED2721  DYNAMIC HT  -         307.709 (meters)    1009.54  (feet)  COMP
 ED2721  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 ED2721
 ED2721  VERT ORDER  -  FIRST     CLASS II
 ED2721
 ED2721.The horizontal coordinates were scaled from a topographic map and have
 ED2721.an estimated accuracy of +/- 6 seconds.
 ED2721
 ED2721.The orthometric height was determined by differential leveling
 ED2721.and adjusted by the National Geodetic Survey in June 1991..
 ED2721
 ED2721.The geoid height was determined by GEOID03.
 ED2721
 ED2721.The dynamic height is computed by dividing the NAVD 88
 ED2721.geopotential number by the normal gravity value computed on the
 ED2721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2721.degrees latitude (g = 980.6199 gals.).
 ED2721
 ED2721.The modeled gravity was interpolated from observed gravity values.
 ED2721
 ED2721;                    North         East    Units  Estimated Accuracy
 ED2721;SPC SC       -   332,730.      465,190.      MT  (+/- 180 meters Scaled)
 ED2721
 ED2721                          SUPERSEDED SURVEY CONTROL
 ED2721
 ED2721  NGVD 29 (12/12/91)  308.100  (m)         1010.82   (f) ADJUSTED    1 2
 ED2721
 ED2721.Superseded values are not recommended for survey control.
 ED2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2721.See file dsdata.txt to determine how the superseded data were derived.
 ED2721
 ED2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU556546(NAD 83)
 ED2721_MARKER: DD = SURVEY DISK
 ED2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2721_SP_SET: CONCRETE POST
 ED2721_STAMPING: 39 046 1988
 ED2721_MARK LOGO: SCGS  
 ED2721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2721+STABILITY: SURFACE MOTION
 ED2721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2721+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 ED2721
 ED2721  HISTORY     - Date     Condition        Report By
 ED2721  HISTORY     - 1988     MONUMENTED       SCGS
 ED2721  HISTORY     - 20050118 GOOD             ESP
 ED2721
 ED2721                          STATION DESCRIPTION
 ED2721
 ED2721'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2721'STATION IS LOCATED (1.4 MI) SOUTHEAST OF THE CENTER OF EASLEY.
 ED2721'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA,
 ED2721'SC  29202.
 ED2721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE
 ED2721'HIGHWAY 93 ((2.1 MI) EAST OF EASLEY), GO WEST ON HIGHWAY 123 FOR
 ED2721'(0.8 MI) TO A ROAD RIGHT (BILTMORE ROAD) AND THE MARK ON THE RIGHT IN
 ED2721'THE NORTHEAST ANGLE, (0.4 MI) EAST OF THE JUNCTION OF STATE ROAD 29 (S
 ED2721'B ST/BUSHY CREEK RD).
 ED2721'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (57.2 FT)
 ED2721'NORTH-NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 ED2721'(25.0 FT) EAST-NORTHEAST OF THE CENTER OF THE ROAD, (37.2 FT)
 ED2721'NORTHWEST OF A POWER POLE WITH A STREET LIGHT, (94.0 FT) SOUTHWEST OF
 ED2721'THE SOUTHWEST CORNER OF A FAST FOOD RESTAURANT (BURGER KING).
 ED2721'DESCRIBED BY T HALL
 ED2721
 ED2721                          STATION RECOVERY (2005)
 ED2721
 ED2721'RECOVERY NOTE BY ENG SURV + PLANNING 2005 (BRM)
 ED2721'RECOVERED AS DESCRIBED
 ED2721' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2722 ***********************************************************************
 ED2722  DESIGNATION -  39 047
 ED2722  PID         -  ED2722
 ED2722  STATE/COUNTY-  SC/PICKENS
 ED2722  USGS QUAD   -  EASLEY (1983)
 ED2722
 ED2722                         *CURRENT SURVEY CONTROL
 ED2722  ___________________________________________________________________
 ED2722* NAD 83(1986)-  34 49 17.     (N)    082 35 19.     (W)     SCALED    
 ED2722* NAVD 88     -       308.404  (meters)    1011.82   (feet)  ADJUSTED  
 ED2722  ___________________________________________________________________
 ED2722  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ED2722  DYNAMIC HT  -         308.087 (meters)    1010.78  (feet)  COMP
 ED2722  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 ED2722
 ED2722  VERT ORDER  -  FIRST     CLASS II
 ED2722
 ED2722.The horizontal coordinates were scaled from a topographic map and have
 ED2722.an estimated accuracy of +/- 6 seconds.
 ED2722
 ED2722.The orthometric height was determined by differential leveling
 ED2722.and adjusted by the National Geodetic Survey in June 1991..
 ED2722
 ED2722.The geoid height was determined by GEOID03.
 ED2722
 ED2722.The dynamic height is computed by dividing the NAVD 88
 ED2722.geopotential number by the normal gravity value computed on the
 ED2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2722.degrees latitude (g = 980.6199 gals.).
 ED2722
 ED2722.The modeled gravity was interpolated from observed gravity values.
 ED2722
 ED2722;                    North         East    Units  Estimated Accuracy
 ED2722;SPC SC       -   332,500.      464,270.      MT  (+/- 180 meters Scaled)
 ED2722
 ED2722                          SUPERSEDED SURVEY CONTROL
 ED2722
 ED2722  NGVD 29 (12/12/91)  308.478  (m)         1012.06   (f) ADJUSTED    1 2
 ED2722
 ED2722.Superseded values are not recommended for survey control.
 ED2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2722.See file dsdata.txt to determine how the superseded data were derived.
 ED2722
 ED2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU547543(NAD 83)
 ED2722_MARKER: DD = SURVEY DISK
 ED2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2722_SP_SET: CONCRETE POST
 ED2722_STAMPING: 39 047 1988
 ED2722_MARK LOGO: SCGS  
 ED2722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2722+STABILITY: SURFACE MOTION
 ED2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2722+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2722
 ED2722  HISTORY     - Date     Condition        Report By
 ED2722  HISTORY     - 1988     MONUMENTED       SCGS
 ED2722
 ED2722                          STATION DESCRIPTION
 ED2722
 ED2722'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2722'STATION IS LOCATED (1.0 MI) SOUTHEAST OF THE CENTER OF EASLEY.
 ED2722'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA,
 ED2722'SC  29202
 ED2722'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2722'AND STATE HIGHWAY 135 IN EASLEY, GO EAST ON HIGHWAY 123 FOR (0.75 MI)
 ED2722'TO THE MARK ON THE LEFT IN THE SHOULDER, (0.2 MI) WEST OF THE JUNCTION
 ED2722'OF STATE ROAD 29 (S B ST/BUSHY CREEK RD).
 ED2722'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (49.0 FT) EAST OF
 ED2722'THE SOUTHEAST CORNER OF EDDIES BODY SHOP, (33.6 FT) NORTH OF THE
 ED2722'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, (27.5 FT) SOUTHWEST OF
 ED2722'THE SOUTH CORNER OF A VETERINARY BUILDING, (41.6 FT) EAST-NORTHEAST OF
 ED2722'A POWER POLE WITH A STREET LIGHT.
 ED2722'DESCRIBED BY T HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2723 ***********************************************************************
 ED2723  DESIGNATION -  39 048
 ED2723  PID         -  ED2723
 ED2723  STATE/COUNTY-  SC/PICKENS
 ED2723  USGS QUAD   -  EASLEY (1983)
 ED2723
 ED2723                         *CURRENT SURVEY CONTROL
 ED2723  ___________________________________________________________________
 ED2723* NAD 83(2001)-  34 49 05.53733(N)    082 36 06.07790(W)     ADJUSTED  
 ED2723* NAVD 88     -       325.787  (meters)    1068.85   (feet)  ADJUSTED  
 ED2723  ___________________________________________________________________
 ED2723  X           -     675,020.457 (meters)                     COMP
 ED2723  Y           -  -5,198,568.961 (meters)                     COMP
 ED2723  Z           -   3,621,496.102 (meters)                     COMP
 ED2723  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 ED2723  ELLIP HEIGHT-         294.77  (meters)          (03/27/03) GPS OBS
 ED2723  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ED2723  DYNAMIC HT  -         325.451 (meters)    1067.75  (feet)  COMP
 ED2723  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 ED2723
 ED2723  HORZ ORDER  -  FIRST
 ED2723  VERT ORDER  -  FIRST     CLASS II
 ED2723  ELLP ORDER  -  FOURTH    CLASS II
 ED2723
 ED2723.The horizontal coordinates were established by GPS observations
 ED2723.and adjusted by the National Geodetic Survey in March 2003..
 ED2723
 ED2723.The orthometric height was determined by differential leveling
 ED2723.and adjusted by the National Geodetic Survey in June 1991..
 ED2723
 ED2723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2723
 ED2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2723
 ED2723.The ellipsoidal height was determined by GPS observations
 ED2723.and is referenced to NAD 83.
 ED2723
 ED2723.The geoid height was determined by GEOID03.
 ED2723
 ED2723.The dynamic height is computed by dividing the NAVD 88
 ED2723.geopotential number by the normal gravity value computed on the
 ED2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2723.degrees latitude (g = 980.6199 gals.).
 ED2723
 ED2723.The modeled gravity was interpolated from observed gravity values.
 ED2723
 ED2723;                    North         East     Units Scale Factor Converg.
 ED2723;SPC SC       -   332,163.415   463,068.808   MT  0.99999466   -0 53 16.7
 ED2723;SPC SC       - 1,089,774.98  1,519,254.62   iFT  0.99999466   -0 53 16.7
 ED2723;UTM  17      - 3,854,052.215   353,514.079   MT  0.99986448   -0 54 52.9
 ED2723
 ED2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2723!SPC SC       -   0.99995373  x   0.99999466  =   0.99994839
 ED2723!UTM  17      -   0.99995373  x   0.99986448  =   0.99981822
 ED2723
 ED2723                          SUPERSEDED SURVEY CONTROL
 ED2723
 ED2723  NAD 83(1995)-  34 49 05.53745(N)    082 36 06.07789(W) AD(       ) 1
 ED2723  ELLIP H (12/20/99)  294.77   (m)                       GP(       ) 4 1
 ED2723  NAD 83(1986)-  34 49 05.54453(N)    082 36 06.08028(W) AD(       ) 1
 ED2723  NGVD 29 (12/12/91)  325.859  (m)         1069.09   (f) ADJUSTED    1 2
 ED2723
 ED2723.Superseded values are not recommended for survey control.
 ED2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2723.See file dsdata.txt to determine how the superseded data were derived.
 ED2723
 ED2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5351454052(NAD 83)
 ED2723_MARKER: DD = SURVEY DISK
 ED2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2723_SP_SET: CONCRETE POST
 ED2723_STAMPING: 39 048 1988
 ED2723_MARK LOGO: SCGS  
 ED2723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2723+STABILITY: SURFACE MOTION
 ED2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2723+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 ED2723
 ED2723  HISTORY     - Date     Condition        Report By
 ED2723  HISTORY     - 1988     MONUMENTED       SCGS
 ED2723  HISTORY     - 19910807 GOOD             SCGS
 ED2723  HISTORY     - 20050118 GOOD             ESP
 ED2723  HISTORY     - 20060531 GOOD             NEWBY
 ED2723
 ED2723                          STATION DESCRIPTION
 ED2723
 ED2723'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2723'STATION IS LOCATED (0.85 MI) SOUTH OF THE CENTER OF EASLEY, AT THE
 ED2723'NORTHWEST CORNER OF THE JUNCTION OVERPASS OF U.S. HIGHWAY 123 AND
 ED2723'STATE HIGHWAY 135.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO
 ED2723'BOX 191, COLUMBIA, SC  29202
 ED2723'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (4.2 FT) WEST OF THE
 ED2723'NORTHWEST CORNER OF THE OVERPASS, (19.3 FT) NORTHWEST OF THE CENTER OF
 ED2723'THE SOUTHBOUND LANES OF THE HIGHWAY, (54.5 FT) SOUTH-SOUTHWEST OF A
 ED2723'POWER POLE, (3.5 FT) WEST OF A WITNESS POST.
 ED2723'DESCRIBED BY T HALL
 ED2723
 ED2723                          STATION RECOVERY (1991)
 ED2723
 ED2723'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2723'RECOVERED IN GOOD CONDITION.
 ED2723
 ED2723                          STATION RECOVERY (2005)
 ED2723
 ED2723'RECOVERY NOTE BY ENG SURV + PLANNING 2005 (BRM)
 ED2723'RECOVERED AS FOUND
 ED2723' 
 ED2723'MONUMENT IS GOOD FOR RTK BASE AND RADIO SETUP.
 ED2723
 ED2723                          STATION RECOVERY (2006)
 ED2723
 ED2723'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2006 (RDP)
 ED2723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2724 ***********************************************************************
 ED2724  DESIGNATION -  39 049
 ED2724  PID         -  ED2724
 ED2724  STATE/COUNTY-  SC/PICKENS
 ED2724  USGS QUAD   -  EASLEY (1983)
 ED2724
 ED2724                         *CURRENT SURVEY CONTROL
 ED2724  ___________________________________________________________________
 ED2724* NAD 83(1986)-  34 48 51.     (N)    082 36 46.     (W)     SCALED    
 ED2724* NAVD 88     -       297.135  (meters)     974.85   (feet)  ADJUSTED  
 ED2724  ___________________________________________________________________
 ED2724  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 ED2724  DYNAMIC HT  -         296.829 (meters)     973.85  (feet)  COMP
 ED2724  MODELED GRAV-     979,595.2   (mgal)                       NAVD 88
 ED2724
 ED2724  VERT ORDER  -  FIRST     CLASS II
 ED2724
 ED2724.The horizontal coordinates were scaled from a topographic map and have
 ED2724.an estimated accuracy of +/- 6 seconds.
 ED2724
 ED2724.The orthometric height was determined by differential leveling
 ED2724.and adjusted by the National Geodetic Survey in June 1991..
 ED2724
 ED2724.The geoid height was determined by GEOID03.
 ED2724
 ED2724.The dynamic height is computed by dividing the NAVD 88
 ED2724.geopotential number by the normal gravity value computed on the
 ED2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2724.degrees latitude (g = 980.6199 gals.).
 ED2724
 ED2724.The modeled gravity was interpolated from observed gravity values.
 ED2724
 ED2724;                    North         East    Units  Estimated Accuracy
 ED2724;SPC SC       -   331,730.      462,050.      MT  (+/- 180 meters Scaled)
 ED2724
 ED2724                          SUPERSEDED SURVEY CONTROL
 ED2724
 ED2724  NGVD 29 (12/12/91)  297.208  (m)          975.09   (f) ADJUSTED    1 2
 ED2724
 ED2724.Superseded values are not recommended for survey control.
 ED2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2724.See file dsdata.txt to determine how the superseded data were derived.
 ED2724
 ED2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU524536(NAD 83)
 ED2724_MARKER: DD = SURVEY DISK
 ED2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2724_SP_SET: CONCRETE POST
 ED2724_STAMPING: 39 049 1988
 ED2724_MARK LOGO: SCGS  
 ED2724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2724+STABILITY: SURFACE MOTION
 ED2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2724+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2724
 ED2724  HISTORY     - Date     Condition        Report By
 ED2724  HISTORY     - 1988     MONUMENTED       SCGS
 ED2724
 ED2724                          STATION DESCRIPTION
 ED2724
 ED2724'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2724'STATION IS LOCATED (1.3 MI) SOUTHWEST OF THE CENTER OF EASLEY.
 ED2724'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA,
 ED2724'SC  29202
 ED2724'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2724'AND STATE HIGHWAY 135 ((0.9 MI) SOUTH OF EASLEY), GO WEST-SOUTHWEST ON
 ED2724'HIGHWAY 123 FOR (0.65 MI) TO THE MARK ON THE RIGHT IN THE SHOULDER.
 ED2724'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (23.4 FT) NORTHWEST
 ED2724'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, (55.5 FT)
 ED2724'SOUTHWEST OF THE WESTERN-MOST GUARDRAIL POST, (130.5 FT)
 ED2724'EAST-SOUTHEAST OF THE EAST LEG OF A HIGH-TENSION-LINE TOWER, (5.4 FT)
 ED2724'SOUTHEAST OF A WITNESS POST.
 ED2724'DESCRIBED BY T HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2725 ***********************************************************************
 ED2725  DESIGNATION -  39 050
 ED2725  PID         -  ED2725
 ED2725  STATE/COUNTY-  SC/PICKENS
 ED2725  USGS QUAD   -  EASLEY (1983)
 ED2725
 ED2725                         *CURRENT SURVEY CONTROL
 ED2725  ___________________________________________________________________
 ED2725* NAD 83(1986)-  34 48 15.     (N)    082 37 17.     (W)     SCALED    
 ED2725* NAVD 88     -       297.585  (meters)     976.33   (feet)  ADJUSTED  
 ED2725  ___________________________________________________________________
 ED2725  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED2725  DYNAMIC HT  -         297.278 (meters)     975.32  (feet)  COMP
 ED2725  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 ED2725
 ED2725  VERT ORDER  -  FIRST     CLASS II
 ED2725
 ED2725.The horizontal coordinates were scaled from a topographic map and have
 ED2725.an estimated accuracy of +/- 6 seconds.
 ED2725
 ED2725.The orthometric height was determined by differential leveling
 ED2725.and adjusted by the National Geodetic Survey in June 1991..
 ED2725
 ED2725.The geoid height was determined by GEOID03.
 ED2725
 ED2725.The dynamic height is computed by dividing the NAVD 88
 ED2725.geopotential number by the normal gravity value computed on the
 ED2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2725.degrees latitude (g = 980.6199 gals.).
 ED2725
 ED2725.The modeled gravity was interpolated from observed gravity values.
 ED2725
 ED2725;                    North         East    Units  Estimated Accuracy
 ED2725;SPC SC       -   330,630.      461,240.      MT  (+/- 180 meters Scaled)
 ED2725
 ED2725                          SUPERSEDED SURVEY CONTROL
 ED2725
 ED2725  NGVD 29 (12/12/91)  297.660  (m)          976.57   (f) ADJUSTED    1 2
 ED2725
 ED2725.Superseded values are not recommended for survey control.
 ED2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2725.See file dsdata.txt to determine how the superseded data were derived.
 ED2725
 ED2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU516525(NAD 83)
 ED2725_MARKER: DD = SURVEY DISK
 ED2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2725_SP_SET: CONCRETE POST
 ED2725_STAMPING: 39 050 1988
 ED2725_MARK LOGO: SCGS  
 ED2725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2725+STABILITY: SURFACE MOTION
 ED2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2725+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2725
 ED2725  HISTORY     - Date     Condition        Report By
 ED2725  HISTORY     - 1988     MONUMENTED       SCGS
 ED2725
 ED2725                          STATION DESCRIPTION
 ED2725
 ED2725'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2725'STATION IS LOCATED (2.1 MI) SOUTH-SOUTHWEST OF EASLEY, (4.2 MI) EAST
 ED2725'NORTHEAST OF LIBERTY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2725'PO BOX 191, COLUMBIA, SC  29202.
 ED2725'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2725'AND STATE HIGHWAY 135 ((0.9 MI) SOUTH OF EASLEY), GO SOUTHWEST ON
 ED2725'HIGHWAY 123 FOR (1.55 MI) TO THE STATE ROAD 186 OVERPASS AND THE MARK
 ED2725'NEAR THE SOUTHEAST CORNER.
 ED2725'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (16.0 FT)
 ED2725'EAST-NORTHEAST OF THE CENTER OF ROAD 186, (121.0 FT) NORTH OF THE
 ED2725'CENTER OF BENNETT ROAD, (2.9 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 ED2725'CORNER OF THE BRIDGE, (2.3 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 ED2725'DESCRIBED BY J R WERNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2726 ***********************************************************************
 ED2726  DESIGNATION -  39 051
 ED2726  PID         -  ED2726
 ED2726  STATE/COUNTY-  SC/PICKENS
 ED2726  USGS QUAD   -  LIBERTY (1983)
 ED2726
 ED2726                         *CURRENT SURVEY CONTROL
 ED2726  ___________________________________________________________________
 ED2726* NAD 83(2001)-  34 47 58.42214(N)    082 37 57.90643(W)     ADJUSTED  
 ED2726* NAVD 88     -       287.508  (meters)     943.27   (feet)  ADJUSTED  
 ED2726  ___________________________________________________________________
 ED2726  X           -     672,349.268 (meters)                     COMP
 ED2726  Y           -  -5,200,073.928 (meters)                     COMP
 ED2726  Z           -   3,619,776.054 (meters)                     COMP
 ED2726  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 ED2726  ELLIP HEIGHT-         256.50  (meters)          (03/27/03) GPS OBS
 ED2726  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED2726  DYNAMIC HT  -         287.211 (meters)     942.29  (feet)  COMP
 ED2726  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 ED2726
 ED2726  HORZ ORDER  -  FIRST
 ED2726  VERT ORDER  -  FIRST     CLASS II
 ED2726  ELLP ORDER  -  FOURTH    CLASS II
 ED2726
 ED2726.The horizontal coordinates were established by GPS observations
 ED2726.and adjusted by the National Geodetic Survey in March 2003..
 ED2726
 ED2726.The orthometric height was determined by differential leveling
 ED2726.and adjusted by the National Geodetic Survey in June 1991..
 ED2726
 ED2726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2726
 ED2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2726
 ED2726.The ellipsoidal height was determined by GPS observations
 ED2726.and is referenced to NAD 83.
 ED2726
 ED2726.The geoid height was determined by GEOID03.
 ED2726
 ED2726.The dynamic height is computed by dividing the NAVD 88
 ED2726.geopotential number by the normal gravity value computed on the
 ED2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2726.degrees latitude (g = 980.6199 gals.).
 ED2726
 ED2726.The modeled gravity was interpolated from observed gravity values.
 ED2726
 ED2726;                    North         East     Units Scale Factor Converg.
 ED2726;SPC SC       -   330,139.949   460,194.513   MT  0.99998817   -0 54 18.7
 ED2726;SPC SC       - 1,083,136.32  1,509,824.52   iFT  0.99998817   -0 54 18.7
 ED2726;UTM  17      - 3,852,030.338   350,639.188   MT  0.99987496   -0 55 55.2
 ED2726
 ED2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2726!SPC SC       -   0.99995974  x   0.99998817  =   0.99994791
 ED2726!UTM  17      -   0.99995974  x   0.99987496  =   0.99983470
 ED2726
 ED2726                          SUPERSEDED SURVEY CONTROL
 ED2726
 ED2726  NAD 83(1995)-  34 47 58.42218(N)    082 37 57.90646(W) AD(       ) 1
 ED2726  ELLIP H (12/20/99)  256.50   (m)                       GP(       ) 4 1
 ED2726  NAD 83(1986)-  34 47 58.43018(N)    082 37 57.90774(W) AD(       ) 1
 ED2726  NGVD 29 (12/12/91)  287.584  (m)          943.52   (f) ADJUSTED    1 2
 ED2726
 ED2726.Superseded values are not recommended for survey control.
 ED2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2726.See file dsdata.txt to determine how the superseded data were derived.
 ED2726
 ED2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5063952030(NAD 83)
 ED2726_MARKER: DD = SURVEY DISK
 ED2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2726_SP_SET: CONCRETE POST
 ED2726_STAMPING: 39 051 1988
 ED2726_MARK LOGO: SCGS  
 ED2726_PROJECTION: FLUSH
 ED2726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2726+STABILITY: SURFACE MOTION
 ED2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2726+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1992
 ED2726
 ED2726  HISTORY     - Date     Condition        Report By
 ED2726  HISTORY     - 1988     MONUMENTED       SCGS
 ED2726  HISTORY     - 19910807 GOOD             SCGS
 ED2726  HISTORY     - 19910807 GOOD             SCGS
 ED2726  HISTORY     - 19920113 GOOD
 ED2726
 ED2726                          STATION DESCRIPTION
 ED2726
 ED2726'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2726'STATION IS LOCATED (2.7 MI) SOUTH-SOUTHWEST OF EASLEY AND (3.6 MI)
 ED2726'EAST-NORTHEAST OF LIBERTY.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2726'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202
 ED2726'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2726'AND STATE HIGHWAY 135 ((0.9 MI) SOUTH OF EASLEY), GO SOUTHWEST ON
 ED2726'HIGHWAY 123 FOR (2.25 MI) TO THE MARK ON THE LEFT IN THE SOUTH
 ED2726'SHOULDER OF THE HIGHWAY, (0.9 MI) NORTHEAST OF A GRANITE MARKER AT A
 ED2726'PULL-OVER ROAD ON HIGHWAY 123.
 ED2726'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (21.2 FT) SOUTHEAST
 ED2726'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, (9.5 FT)
 ED2726'NORTHWEST OF A WITNESS POST, (111.1 FT) WEST-SOUTHWEST OF A REFLECTOR
 ED2726'POST.
 ED2726'DESCRIBED BY J R WERNER
 ED2726
 ED2726                          STATION RECOVERY (1991)
 ED2726
 ED2726'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2726'RECOVERED IN GOOD CONDITION.
 ED2726
 ED2726                          STATION RECOVERY (1991)
 ED2726
 ED2726'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2726'RECOVERED AS DESCRIBED IN L25181.
 ED2726
 ED2726                          STATION RECOVERY (1992)
 ED2726
 ED2726'RECOVERED 1992
 ED2726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2737 ***********************************************************************
 ED2737  DESIGNATION -  39 052
 ED2737  PID         -  ED2737
 ED2737  STATE/COUNTY-  SC/PICKENS
 ED2737  USGS QUAD   -  LIBERTY (1983)
 ED2737
 ED2737                         *CURRENT SURVEY CONTROL
 ED2737  ___________________________________________________________________
 ED2737* NAD 83(1986)-  34 47 03.     (N)    082 41 08.     (W)     SCALED    
 ED2737* NAVD 88     -       304.910  (meters)    1000.36   (feet)  ADJUSTED  
 ED2737  ___________________________________________________________________
 ED2737  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED2737  DYNAMIC HT  -         304.596 (meters)     999.33  (feet)  COMP
 ED2737  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 ED2737
 ED2737  VERT ORDER  -  FIRST     CLASS II
 ED2737
 ED2737.The horizontal coordinates were scaled from a topographic map and have
 ED2737.an estimated accuracy of +/- 6 seconds.
 ED2737
 ED2737.The orthometric height was determined by differential leveling
 ED2737.and adjusted by the National Geodetic Survey in June 1991..
 ED2737
 ED2737.The geoid height was determined by GEOID03.
 ED2737
 ED2737.The dynamic height is computed by dividing the NAVD 88
 ED2737.geopotential number by the normal gravity value computed on the
 ED2737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2737.degrees latitude (g = 980.6199 gals.).
 ED2737
 ED2737.The modeled gravity was interpolated from observed gravity values.
 ED2737
 ED2737;                    North         East    Units  Estimated Accuracy
 ED2737;SPC SC       -   328,510.      455,340.      MT  (+/- 180 meters Scaled)
 ED2737
 ED2737                          SUPERSEDED SURVEY CONTROL
 ED2737
 ED2737  NGVD 29 (12/12/91)  304.985  (m)         1000.61   (f) ADJUSTED    1 2
 ED2737
 ED2737.Superseded values are not recommended for survey control.
 ED2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2737.See file dsdata.txt to determine how the superseded data were derived.
 ED2737
 ED2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU457504(NAD 83)
 ED2737_MARKER: DD = SURVEY DISK
 ED2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2737_SP_SET: CONCRETE POST
 ED2737_STAMPING: 39 052 1988
 ED2737_MARK LOGO: SCGS  
 ED2737_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2737+STABILITY: SURFACE MOTION
 ED2737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2737+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 ED2737
 ED2737  HISTORY     - Date     Condition        Report By
 ED2737  HISTORY     - 1988     MONUMENTED       SCGS
 ED2737  HISTORY     - 19910807 GOOD             SCGS
 ED2737  HISTORY     - 20050618 GOOD             USPSQD
 ED2737
 ED2737                          STATION DESCRIPTION
 ED2737
 ED2737'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2737'STATION IS LOCATED IN LIBERTY, (0.45 MI) SOUTHEAST OF THE CENTER OF
 ED2737'TOWN.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2737'COLUMBIA, SC  29202
 ED2737'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 123
 ED2737'AND 178 ((1.5 MI) SOUTHEAST OF LIBERTY), GO NORTHWEST ON HIGHWAY 178
 ED2737'FOR (1.0 MI) TO A FORK LEFT (MILLS DRIVE) AND THE MARK IN THE VEE,
 ED2737'(0.55 MI) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 93.
 ED2737'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (22.2 FT) SOUTHWEST
 ED2737'OF THE CENTER OF THE HIGHWAY, (18.0 FT) NORTH-NORTHEAST OF THE CENTER
 ED2737'OF MILLS DRIVE, (45.6 FT) WEST OF A FIRE HYDRANT, (5.5 FT)
 ED2737'WEST-NORTHWEST OF THE WEST CORNER OF A RECTANGULAR DRAIN COVER,
 ED2737'(9.0 FT) SOUTHEAST OF POWER POLE NUMBER 27 WITH A SECURITY LIGHT.
 ED2737'DESCRIBED BY T HALL
 ED2737
 ED2737                          STATION RECOVERY (1991)
 ED2737
 ED2737'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2737'RECOVERED IN GOOD CONDITION.
 ED2737
 ED2737                          STATION RECOVERY (2005)
 ED2737
 ED2737'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 ED2737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2754 ***********************************************************************
 ED2754  DESIGNATION -  39 053
 ED2754  PID         -  ED2754
 ED2754  STATE/COUNTY-  SC/PICKENS
 ED2754  USGS QUAD   -  LIBERTY (1983)
 ED2754
 ED2754                         *CURRENT SURVEY CONTROL
 ED2754  ___________________________________________________________________
 ED2754* NAD 83(2001)-  34 45 03.15277(N)    082 42 54.37856(W)     ADJUSTED  
 ED2754* NAVD 88     -       271.255  (meters)     889.94   (feet)  ADJUSTED  
 ED2754  ___________________________________________________________________
 ED2754  X           -     665,263.263 (meters)                     COMP
 ED2754  Y           -  -5,204,077.526 (meters)                     COMP
 ED2754  Z           -   3,615,330.238 (meters)                     COMP
 ED2754  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 ED2754  ELLIP HEIGHT-         240.29  (meters)          (03/27/03) GPS OBS
 ED2754  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 ED2754  DYNAMIC HT  -         270.975 (meters)     889.02  (feet)  COMP
 ED2754  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 ED2754
 ED2754  HORZ ORDER  -  FIRST
 ED2754  VERT ORDER  -  FIRST     CLASS II
 ED2754  ELLP ORDER  -  FOURTH    CLASS II
 ED2754
 ED2754.The horizontal coordinates were established by GPS observations
 ED2754.and adjusted by the National Geodetic Survey in March 2003..
 ED2754
 ED2754.The orthometric height was determined by differential leveling
 ED2754.and adjusted by the National Geodetic Survey in June 1991..
 ED2754
 ED2754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2754
 ED2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2754
 ED2754.The ellipsoidal height was determined by GPS observations
 ED2754.and is referenced to NAD 83.
 ED2754
 ED2754.The geoid height was determined by GEOID03.
 ED2754
 ED2754.The dynamic height is computed by dividing the NAVD 88
 ED2754.geopotential number by the normal gravity value computed on the
 ED2754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2754.degrees latitude (g = 980.6199 gals.).
 ED2754
 ED2754.The modeled gravity was interpolated from observed gravity values.
 ED2754
 ED2754;                    North         East     Units Scale Factor Converg.
 ED2754;SPC SC       -   324,861.813   452,569.788   MT  0.99997174   -0 57 03.1
 ED2754;SPC SC       - 1,065,819.60  1,484,809.02   iFT  0.99997174   -0 57 03.1
 ED2754;UTM  17      - 3,846,756.260   343,012.679   MT  0.99990376   -0 58 40.2
 ED2754
 ED2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2754!SPC SC       -   0.99996228  x   0.99997174  =   0.99993402
 ED2754!UTM  17      -   0.99996228  x   0.99990376  =   0.99986605
 ED2754
 ED2754:                Primary Azimuth Mark                     Grid Az
 ED2754:SPC SC       -  39 054                                   299 09 03.2
 ED2754:UTM  17      -  39 054                                   299 10 40.3
 ED2754
 ED2754|---------------------------------------------------------------------|
 ED2754| PID    Reference Object                     Distance      Geod. Az  |
 ED2754|                                                           dddmmss.s |
 ED2754| ED2753 39 054                              APPROX. 1.5 KM 2981200.1 |
 ED2754|---------------------------------------------------------------------|
 ED2754
 ED2754                          SUPERSEDED SURVEY CONTROL
 ED2754
 ED2754  NAD 83(1995)-  34 45 03.15266(N)    082 42 54.37859(W) AD(       ) 1
 ED2754  ELLIP H (12/20/99)  240.28   (m)                       GP(       ) 4 1
 ED2754  NAD 83(1986)-  34 45 03.16077(N)    082 42 54.37863(W) AD(       ) 1
 ED2754  NGVD 29 (12/12/91)  271.325  (m)          890.17   (f) ADJUSTED    1 2
 ED2754
 ED2754.Superseded values are not recommended for survey control.
 ED2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2754.See file dsdata.txt to determine how the superseded data were derived.
 ED2754
 ED2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4301346756(NAD 83)
 ED2754_MARKER: DD = SURVEY DISK
 ED2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2754_SP_SET: CONCRETE POST
 ED2754_STAMPING: 39 053 1988
 ED2754_MARK LOGO: SCGS  
 ED2754_PROJECTION: FLUSH
 ED2754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2754+STABILITY: SURFACE MOTION
 ED2754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2754+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED2754
 ED2754  HISTORY     - Date     Condition        Report By
 ED2754  HISTORY     - 1988     MONUMENTED       SCGS
 ED2754  HISTORY     - 19910807 GOOD             SCGS
 ED2754  HISTORY     - 19910807 GOOD             SCGS
 ED2754  HISTORY     - 19920114 GOOD
 ED2754  HISTORY     - 20030520 GOOD             SCGS
 ED2754  HISTORY     - 20060318 GOOD             USPSQD
 ED2754
 ED2754                          STATION DESCRIPTION
 ED2754
 ED2754'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2754'STATION IS LOCATED (2.8 MI) SOUTH-SOUTHWEST OF LIBERTY AND (3.3 MI)
 ED2754'SOUTHEAST OF NORRIS.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2754'PO BOX 191, COLUMBIA, SC  29202
 ED2754'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2754'AND STATE ROAD 27 ((2.5 MI) SOUTH-SOUTHWEST OF LIBERTY), GO NORTHWEST
 ED2754'ON ROAD 27 FOR (0.05 MI) TO THE JUNCTION OF STATE ROAD 395 (CHESTAIN
 ED2754'ROAD), TURN LEFT ON ROAD 395 FOR (0.6 MI) TO A ROAD RIGHT (PINEY TRAIL
 ED2754'ROAD) AND THE MARK IN THE NORTHWEST ANGLE.
 ED2754'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (50.5 FT)
 ED2754'WEST-SOUTHWEST OF THE CENTER OF PINEY TRAIL ROAD, (28.4 FT)
 ED2754'NORTH-NORTHWEST OF THE CENTER OF ROAD 395, (16.5 FT) SOUTHWEST OF A
 ED2754'FIRE HYDRANT, (27.7 FT) EAST-NORTHEAST OF A 3-FT HIGH CONCRETE POST
 ED2754'(MV), (6.0 FT) SOUTHEAST OF A CHAIN LINK FENCE.
 ED2754'DESCRIBED BY T HALL
 ED2754
 ED2754                          STATION RECOVERY (1991)
 ED2754
 ED2754'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2754'RECOVERED IN GOOD CONDITION.
 ED2754
 ED2754                          STATION RECOVERY (1991)
 ED2754
 ED2754'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2754'RECOVERED AS DESCRIBED IN L25181.
 ED2754
 ED2754                          STATION RECOVERY (1992)
 ED2754
 ED2754'RECOVERED 1992
 ED2754'RECOVERED IN GOOD CONDITION.
 ED2754
 ED2754                          STATION RECOVERY (2003)
 ED2754
 ED2754'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 ED2754'STATION IS LOCATED 2.8 MILES SOUTH SOUTHWEST OF LIBERTY, 3.3 MILES
 ED2754'SOUTHEAST OF NORRIS. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 ED2754'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE
 ED2754'STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123 AND STATE ROAD
 ED2754'27, 2.5 MILES SOUTH SOUTHWEST OF LIBERTY, GO NORTHWEST ON ROAD 27 FOR
 ED2754'0.05 MILE TO  THE JUNCTION OF STATE ROAD 395 (CHASTAIN ROAD), TURN
 ED2754'LEFT ON ROAD 395 FOR 0.6 MILE TO THE  STATION IN THE NORTHWEST ANGLE
 ED2754'OF A ROAD RIGHT (PINEY TRAIL ROAD) STATION IS A CONCRETE POST FLUSH
 ED2754'WITH THE GROUND, 50.5 FEET WEST SOUTHWEST OF THE  CENTER OF PINEY
 ED2754'TRAIL ROAD, 28.4 FEET NORTH NORTHWEST OF THE CENTER OF ROAD 395, 16.5
 ED2754'FEET SOUTHWEST OF A FIRE HYDRANT, 27.7 FEET EAST NORTHEAST OF A 3-FOOT
 ED2754'HIGH CONCRETE  POST (MV), 11.7 FEET SOUTH SOUTHEAST OF A BARBED WIRE
 ED2754'FENCE LINE. RECOVERED BY A.W. ZUPAN.
 ED2754
 ED2754                          STATION RECOVERY (2006)
 ED2754
 ED2754'RECOVERY NOTE BY US POWER SQUADRON 2006 (HB)
 ED2754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2753 ***********************************************************************
 ED2753  DESIGNATION -  39 054
 ED2753  PID         -  ED2753
 ED2753  STATE/COUNTY-  SC/PICKENS
 ED2753  USGS QUAD   -  LIBERTY (1983)
 ED2753
 ED2753                         *CURRENT SURVEY CONTROL
 ED2753  ___________________________________________________________________
 ED2753* NAD 83(2001)-  34 45 26.72496(N)    082 43 47.65293(W)     ADJUSTED  
 ED2753* NAVD 88     -       251.984  (meters)     826.72   (feet)  ADJUSTED  
 ED2753  ___________________________________________________________________
 ED2753  X           -     663,864.717 (meters)                     COMP
 ED2753  Y           -  -5,203,822.695 (meters)                     COMP
 ED2753  Z           -   3,615,916.076 (meters)                     COMP
 ED2753  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ED2753  ELLIP HEIGHT-         221.01  (meters)          (03/27/03) GPS OBS
 ED2753  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 ED2753  DYNAMIC HT  -         251.724 (meters)     825.86  (feet)  COMP
 ED2753  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 ED2753
 ED2753  HORZ ORDER  -  FIRST
 ED2753  VERT ORDER  -  FIRST     CLASS II
 ED2753  ELLP ORDER  -  FOURTH    CLASS II
 ED2753
 ED2753.The horizontal coordinates were established by GPS observations
 ED2753.and adjusted by the National Geodetic Survey in March 2003..
 ED2753
 ED2753.The orthometric height was determined by differential leveling
 ED2753.and adjusted by the National Geodetic Survey in June 1991..
 ED2753
 ED2753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2753
 ED2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2753
 ED2753.The ellipsoidal height was determined by GPS observations
 ED2753.and is referenced to NAD 83.
 ED2753
 ED2753.The geoid height was determined by GEOID03.
 ED2753
 ED2753.The dynamic height is computed by dividing the NAVD 88
 ED2753.geopotential number by the normal gravity value computed on the
 ED2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2753.degrees latitude (g = 980.6199 gals.).
 ED2753
 ED2753.The modeled gravity was interpolated from observed gravity values.
 ED2753
 ED2753;                    North         East     Units Scale Factor Converg.
 ED2753;SPC SC       -   325,610.665   451,227.169   MT  0.99997391   -0 57 32.6
 ED2753;SPC SC       - 1,068,276.46  1,480,404.10   iFT  0.99997391   -0 57 32.6
 ED2753;UTM  17      - 3,847,505.698   341,670.504   MT  0.99990898   -0 59 11.1
 ED2753
 ED2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2753!SPC SC       -   0.99996531  x   0.99997391  =   0.99993922
 ED2753!UTM  17      -   0.99996531  x   0.99990898  =   0.99987429
 ED2753
 ED2753:                Primary Azimuth Mark                     Grid Az
 ED2753:SPC SC       -  39 053                                   119 09 02.4
 ED2753:UTM  17      -  39 053                                   119 10 40.9
 ED2753
 ED2753|---------------------------------------------------------------------|
 ED2753| PID    Reference Object                     Distance      Geod. Az  |
 ED2753|                                                           dddmmss.s |
 ED2753| ED2754 39 053                              APPROX. 1.5 KM 1181129.8 |
 ED2753|---------------------------------------------------------------------|
 ED2753
 ED2753                          SUPERSEDED SURVEY CONTROL
 ED2753
 ED2753  NAD 83(1995)-  34 45 26.72484(N)    082 43 47.65297(W) AD(       ) 1
 ED2753  ELLIP H (12/20/99)  221.01   (m)                       GP(       ) 4 1
 ED2753  NAD 83(1986)-  34 45 26.73301(N)    082 43 47.65287(W) AD(       ) 1
 ED2753  NGVD 29 (12/12/91)  252.053  (m)          826.94   (f) ADJUSTED    1 2
 ED2753
 ED2753.Superseded values are not recommended for survey control.
 ED2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2753.See file dsdata.txt to determine how the superseded data were derived.
 ED2753
 ED2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4167147506(NAD 83)
 ED2753_MARKER: DD = SURVEY DISK
 ED2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2753_SP_SET: CONCRETE POST
 ED2753_STAMPING: 39 054 1988
 ED2753_MARK LOGO: SCGS  
 ED2753_PROJECTION: FLUSH
 ED2753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2753+STABILITY: SURFACE MOTION
 ED2753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2753+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 ED2753
 ED2753  HISTORY     - Date     Condition        Report By
 ED2753  HISTORY     - 1988     MONUMENTED       SCGS
 ED2753  HISTORY     - 19910807 GOOD             SCGS
 ED2753  HISTORY     - 19910807 GOOD             SCGS
 ED2753  HISTORY     - 19920115 GOOD
 ED2753  HISTORY     - 20060316 GOOD             USPSQD
 ED2753
 ED2753                          STATION DESCRIPTION
 ED2753
 ED2753'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2753'STATION IS LOCATED (1.3 MI) EAST-SOUTHEAST OF NORRIS AND (2.9 MI)
 ED2753'SOUTHWEST OF LIBERTY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2753'P.O. BOX 191, COLUMBIA, SC  29202
 ED2753'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93 AND 137 IN
 ED2753'NORRIS, GO NORTH ON HIGHWAY 93 FOR (0.2 MI) TO THE JUNCTION OF STATE
 ED2753'ROAD 270 (WINDING CREEK ROAD), TURN RIGHT ON ROAD 270 FOR (1.3 MI) TO
 ED2753'THE JUNCTION OF PINE THICKET ROAD AND THE MARK IN THE SOUTHEAST ANGLE
 ED2753'OF THE JUNCTION.
 ED2753'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (25.6 FT) SOUTHWEST
 ED2753'OF THE CENTER OF ROAD 270, (26.3 FT) EAST-SOUTHEAST OF THE CENTER OF
 ED2753'PINE THICKET ROAD, (7.0 FT) SOUTH OF A WITNESS POST.
 ED2753'DESCRIBED BY T HALL
 ED2753
 ED2753                          STATION RECOVERY (1991)
 ED2753
 ED2753'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2753'RECOVERED IN GOOD CONDITION.
 ED2753
 ED2753                          STATION RECOVERY (1991)
 ED2753
 ED2753'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2753'RECOVERED AS DESCRIBED IN L25181.
 ED2753
 ED2753                          STATION RECOVERY (1992)
 ED2753
 ED2753'RECOVERED 1992
 ED2753'RECOVERED IN GOOD CONDITION.
 ED2753
 ED2753                          STATION RECOVERY (2006)
 ED2753
 ED2753'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSO)
 ED2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2748 ***********************************************************************
 ED2748  DESIGNATION -  39 055
 ED2748  PID         -  ED2748
 ED2748  STATE/COUNTY-  SC/PICKENS
 ED2748  USGS QUAD   -  CLEMSON (1980)
 ED2748
 ED2748                         *CURRENT SURVEY CONTROL
 ED2748  ___________________________________________________________________
 ED2748* NAD 83(1986)-  34 43 04.     (N)    082 46 31.     (W)     SCALED    
 ED2748* NAVD 88     -       252.816  (meters)     829.45   (feet)  ADJUSTED  
 ED2748  ___________________________________________________________________
 ED2748  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED2748  DYNAMIC HT  -         252.555 (meters)     828.59  (feet)  COMP
 ED2748  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 ED2748
 ED2748  VERT ORDER  -  FIRST     CLASS II
 ED2748
 ED2748.The horizontal coordinates were scaled from a topographic map and have
 ED2748.an estimated accuracy of +/- 6 seconds.
 ED2748
 ED2748.The orthometric height was determined by differential leveling
 ED2748.and adjusted by the National Geodetic Survey in June 1991..
 ED2748
 ED2748.The geoid height was determined by GEOID03.
 ED2748
 ED2748.The dynamic height is computed by dividing the NAVD 88
 ED2748.geopotential number by the normal gravity value computed on the
 ED2748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2748.degrees latitude (g = 980.6199 gals.).
 ED2748
 ED2748.The modeled gravity was interpolated from observed gravity values.
 ED2748
 ED2748;                    North         East    Units  Estimated Accuracy
 ED2748;SPC SC       -   321,280.      447,000.      MT  (+/- 180 meters Scaled)
 ED2748
 ED2748                          SUPERSEDED SURVEY CONTROL
 ED2748
 ED2748  NGVD 29 (12/12/91)  252.884  (m)          829.67   (f) ADJUSTED    1 2
 ED2748
 ED2748.Superseded values are not recommended for survey control.
 ED2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2748.See file dsdata.txt to determine how the superseded data were derived.
 ED2748
 ED2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU374431(NAD 83)
 ED2748_MARKER: DD = SURVEY DISK
 ED2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2748_SP_SET: CONCRETE POST
 ED2748_STAMPING: 39 055 1988
 ED2748_MARK LOGO: SCGS  
 ED2748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2748+STABILITY: SURFACE MOTION
 ED2748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2748+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 ED2748
 ED2748  HISTORY     - Date     Condition        Report By
 ED2748  HISTORY     - 1988     MONUMENTED       SCGS
 ED2748  HISTORY     - 20050326 GOOD             USPSQD
 ED2748
 ED2748                          STATION DESCRIPTION
 ED2748
 ED2748'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2748'STATION IS LOCATED (0.55 MI) SOUTHEAST OF CENTRAL AND (4.35 MI)
 ED2748'NORTHEAST OF CLEMSON.  OWNERSHIP--MR WILLIAM PHILLIPPE, CWC BOX 517,
 ED2748'CENTRAL, SC  29630, PHONE 803-654-3986
 ED2748'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2748'AND STATE ROAD 18 ((1.8 MI) SOUTHEAST OF CENTRAL), GO NORTHWEST ON
 ED2748'ROAD 18 FOR (1.05 MI) TO THE JUNCTION OF STATE ROAD 382 (PEPPER ST).
 ED2748'CONTINUE ON ROAD 18 FOR (0.3 MI) TO THE MARK ON THE RIGHT IN THE EAST
 ED2748'ANGLE OF THE SECOND CONCRETE DRIVEWAY TO THREE BRICK APARTMENT
 ED2748'BUILDINGS, (0.05 MI) SOUTHEAST OF THE JUNCTION OF STATE ROAD 62.
 ED2748'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (52.4 FT)
 ED2748'NORTH-NORTHEAST OF THE CENTER OF THE ROAD, (55.2 FT) EAST OF A
 ED2748'SECURITY LIGHT POLE, (124.6 FT) SOUTHWEST OF THE WEST CORNER OF A ONE
 ED2748'OF THE BUILDINGS, (14.6 FT) SOUTHEAST OF THE CENTER OF THE DRIVEWAY.
 ED2748'DESCRIBED BY T HALL
 ED2748
 ED2748                          STATION RECOVERY (2005)
 ED2748
 ED2748'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL)
 ED2748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2749 ***********************************************************************
 ED2749  DESIGNATION -  39 056
 ED2749  PID         -  ED2749
 ED2749  STATE/COUNTY-  SC/PICKENS
 ED2749  USGS QUAD   -  CLEMSON (1980)
 ED2749
 ED2749                         *CURRENT SURVEY CONTROL
 ED2749  ___________________________________________________________________
 ED2749* NAD 83(2001)-  34 43 27.98448(N)    082 46 49.87662(W)     ADJUSTED  
 ED2749* NAVD 88     -       275.886  (meters)     905.14   (feet)  ADJUSTED  
 ED2749  ___________________________________________________________________
 ED2749  X           -     659,531.691 (meters)                     COMP
 ED2749  Y           -  -5,206,495.375 (meters)                     COMP
 ED2749  Z           -   3,612,922.827 (meters)                     COMP
 ED2749  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 ED2749  ELLIP HEIGHT-         244.94  (meters)          (03/27/03) GPS OBS
 ED2749  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 ED2749  DYNAMIC HT  -         275.601 (meters)     904.20  (feet)  COMP
 ED2749  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 ED2749
 ED2749  HORZ ORDER  -  FIRST
 ED2749  VERT ORDER  -  FIRST     CLASS II
 ED2749  ELLP ORDER  -  FOURTH    CLASS II
 ED2749
 ED2749.The horizontal coordinates were established by GPS observations
 ED2749.and adjusted by the National Geodetic Survey in March 2003..
 ED2749
 ED2749.The orthometric height was determined by differential leveling
 ED2749.and adjusted by the National Geodetic Survey in June 1991..
 ED2749
 ED2749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2749
 ED2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2749
 ED2749.The ellipsoidal height was determined by GPS observations
 ED2749.and is referenced to NAD 83.
 ED2749
 ED2749.The geoid height was determined by GEOID03.
 ED2749
 ED2749.The dynamic height is computed by dividing the NAVD 88
 ED2749.geopotential number by the normal gravity value computed on the
 ED2749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2749.degrees latitude (g = 980.6199 gals.).
 ED2749
 ED2749.The modeled gravity was interpolated from observed gravity values.
 ED2749
 ED2749;                    North         East     Units Scale Factor Converg.
 ED2749;SPC SC       -   322,030.977   446,530.532   MT  0.99996312   -0 59 13.6
 ED2749;SPC SC       - 1,056,532.08  1,464,995.18   iFT  0.99996312   -0 59 13.6
 ED2749;UTM  17      - 3,843,928.434   336,972.394   MT  0.99992759   -1 00 52.1
 ED2749
 ED2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2749!SPC SC       -   0.99996155  x   0.99996312  =   0.99992467
 ED2749!UTM  17      -   0.99996155  x   0.99992759  =   0.99988915
 ED2749
 ED2749                          SUPERSEDED SURVEY CONTROL
 ED2749
 ED2749  NAD 83(1995)-  34 43 27.98436(N)    082 46 49.87672(W) AD(       ) 1
 ED2749  ELLIP H (12/20/99)  244.94   (m)                       GP(       ) 4 1
 ED2749  NAD 83(1986)-  34 43 27.99312(N)    082 46 49.87639(W) AD(       ) 1
 ED2749  NGVD 29 (12/12/91)  275.954  (m)          905.36   (f) ADJUSTED    1 2
 ED2749
 ED2749.Superseded values are not recommended for survey control.
 ED2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2749.See file dsdata.txt to determine how the superseded data were derived.
 ED2749
 ED2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3697243928(NAD 83)
 ED2749_MARKER: DD = SURVEY DISK
 ED2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2749_SP_SET: CONCRETE POST
 ED2749_STAMPING: 39 056 1988
 ED2749_MARK LOGO: SCGS  
 ED2749_PROJECTION: FLUSH
 ED2749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2749+STABILITY: SURFACE MOTION
 ED2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2749+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 ED2749
 ED2749  HISTORY     - Date     Condition        Report By
 ED2749  HISTORY     - 1988     MONUMENTED       SCGS
 ED2749  HISTORY     - 19910806 GOOD             SCGS
 ED2749  HISTORY     - 19910806 GOOD             SCGS
 ED2749  HISTORY     - 19920115 GOOD
 ED2749  HISTORY     - 20050326 GOOD             USPSQD
 ED2749
 ED2749                          STATION DESCRIPTION
 ED2749
 ED2749'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2749'STATION IS LOCATED IN CENTRAL, (0.05 MI) EAST OF THE CENTER OF TOWN.
 ED2749'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA,
 ED2749'SC  29202
 ED2749'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 AND STATE
 ED2749'ROAD 18 IN CENTRAL, GO EAST ON HIGHWAY 93 FOR (0.05 MI) TO THE MARK ON
 ED2749'THE RIGHT IN THE GRASSY STRIP BETWEEN THE CURB AND THE SIDEWALK.
 ED2749'STATION MARK IS A CONCRETE POST FLUSH WITH THE GROUND, (19.3 FT)
 ED2749'SOUTH-SOUTHEAST OF THE CENTER OF THE HIGHWAY, (3.2 FT) NORTH-NORTHWEST
 ED2749'OF THE CENTER OF THE SIDEWALK, (8.4 FT) WEST OF A POWER POLE WITH A
 ED2749'SECURITY LIGHT, (11.7 FT) NORTHWEST OF THE NORTHWEST CORNER POST OF A
 ED2749'CHAIN LINK FENCE.
 ED2749'DESCRIBED BY T HALL
 ED2749
 ED2749                          STATION RECOVERY (1991)
 ED2749
 ED2749'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2749'RECOVERED IN GOOD CONDITION.
 ED2749
 ED2749                          STATION RECOVERY (1991)
 ED2749
 ED2749'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2749'RECOVERED AS DESCRIBED IN L25181.
 ED2749
 ED2749                          STATION RECOVERY (1992)
 ED2749
 ED2749'RECOVERED 1992
 ED2749'RECOVERED IN GOOD CONDITION.
 ED2749
 ED2749                          STATION RECOVERY (2005)
 ED2749
 ED2749'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL)
 ED2749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2750 ***********************************************************************
 ED2750  DESIGNATION -  39 057
 ED2750  PID         -  ED2750
 ED2750  STATE/COUNTY-  SC/PICKENS
 ED2750  USGS QUAD   -  CLEMSON (1980)
 ED2750
 ED2750                         *CURRENT SURVEY CONTROL
 ED2750  ___________________________________________________________________
 ED2750* NAD 83(1986)-  34 43 56.     (N)    082 46 01.     (W)     SCALED    
 ED2750* NAVD 88     -       293.307  (meters)     962.29   (feet)  ADJUSTED  
 ED2750  ___________________________________________________________________
 ED2750  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 ED2750  DYNAMIC HT  -         293.004 (meters)     961.30  (feet)  COMP
 ED2750  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 ED2750
 ED2750  VERT ORDER  -  FIRST     CLASS II
 ED2750
 ED2750.The horizontal coordinates were scaled from a topographic map and have
 ED2750.an estimated accuracy of +/- 6 seconds.
 ED2750
 ED2750.The orthometric height was determined by differential leveling
 ED2750.and adjusted by the National Geodetic Survey in June 1991..
 ED2750
 ED2750.The geoid height was determined by GEOID03.
 ED2750
 ED2750.The dynamic height is computed by dividing the NAVD 88
 ED2750.geopotential number by the normal gravity value computed on the
 ED2750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2750.degrees latitude (g = 980.6199 gals.).
 ED2750
 ED2750.The modeled gravity was interpolated from observed gravity values.
 ED2750
 ED2750;                    North         East    Units  Estimated Accuracy
 ED2750;SPC SC       -   322,870.      447,790.      MT  (+/- 180 meters Scaled)
 ED2750
 ED2750                          SUPERSEDED SURVEY CONTROL
 ED2750
 ED2750  NGVD 29 (12/12/91)  293.375  (m)          962.51   (f) ADJUSTED    1 2
 ED2750
 ED2750.Superseded values are not recommended for survey control.
 ED2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2750.See file dsdata.txt to determine how the superseded data were derived.
 ED2750
 ED2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU382447(NAD 83)
 ED2750_MARKER: DD = SURVEY DISK
 ED2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2750_SP_SET: CONCRETE POST
 ED2750_STAMPING: 39 057 1988
 ED2750_MARK LOGO: SCGS  
 ED2750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2750+STABILITY: SURFACE MOTION
 ED2750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2750+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2750
 ED2750  HISTORY     - Date     Condition        Report By
 ED2750  HISTORY     - 1988     MONUMENTED       SCGS
 ED2750
 ED2750                          STATION DESCRIPTION
 ED2750
 ED2750'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2750'STATION IS LOCATED (1.0 MI) NORTHEAST OF CENTRAL AND (2.2 MI)
 ED2750'SOUTH-SOUTHWEST OF NORRIS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2750'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202
 ED2750'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 AND STATE
 ED2750'ROAD 18 IN CENTRAL, GO EAST-NORTHEAST ON HIGHWAY 93 FOR (1.05 MI) TO
 ED2750'THE JUNCTION OF STATE ROAD 15 (GAINES ROAD).  TURN LEFT ON ROAD 15 FOR
 ED2750'(0.05 MI) CROSSING A WOODEN BRIDGE OVER THE SOUTHERN RAILWAY TRACKS TO
 ED2750'THE MARK ON THE LEFT AT THE WEST CORNER OF THE BRIDGE.
 ED2750'STATION MARK IS A CONCRETE POST FLUSH WITH THE GROUND, (5.1 FT)
 ED2750'SOUTHWEST OF A WITNESS POST, (25.5 FT) SOUTHWEST OF THE CENTER OF THE
 ED2750'ROAD LEADING ACROSS THE BRIDGE, (31.9 FT) SOUTHEAST OF THE ROAD
 ED2750'LEADING SOUTHWEST, (15.7 FT) WEST-SOUTHWEST OF THE WEST CORNER OF THE
 ED2750'BRIDGE, (67 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH 2 GUY WIRES AND A
 ED2750'TRANSFORMER.
 ED2750'DESCRIBED BY T HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2728 ***********************************************************************
 ED2728  DESIGNATION -  39 058
 ED2728  PID         -  ED2728
 ED2728  STATE/COUNTY-  SC/PICKENS
 ED2728  USGS QUAD   -  LIBERTY (1983)
 ED2728
 ED2728                         *CURRENT SURVEY CONTROL
 ED2728  ___________________________________________________________________
 ED2728* NAD 83(1986)-  34 47 54.     (N)    082 38 46.     (W)     SCALED    
 ED2728* NAVD 88     -       294.522  (meters)     966.28   (feet)  ADJUSTED  
 ED2728  ___________________________________________________________________
 ED2728  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED2728  DYNAMIC HT  -         294.218 (meters)     965.28  (feet)  COMP
 ED2728  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 ED2728
 ED2728  VERT ORDER  -  FIRST     CLASS II
 ED2728
 ED2728.The horizontal coordinates were scaled from a topographic map and have
 ED2728.an estimated accuracy of +/- 6 seconds.
 ED2728
 ED2728.The orthometric height was determined by differential leveling
 ED2728.and adjusted by the National Geodetic Survey in June 1991..
 ED2728
 ED2728.The geoid height was determined by GEOID03.
 ED2728
 ED2728.The dynamic height is computed by dividing the NAVD 88
 ED2728.geopotential number by the normal gravity value computed on the
 ED2728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2728.degrees latitude (g = 980.6199 gals.).
 ED2728
 ED2728.The modeled gravity was interpolated from observed gravity values.
 ED2728
 ED2728;                    North         East    Units  Estimated Accuracy
 ED2728;SPC SC       -   330,020.      458,970.      MT  (+/- 180 meters Scaled)
 ED2728
 ED2728                          SUPERSEDED SURVEY CONTROL
 ED2728
 ED2728  NGVD 29 (12/12/91)  294.598  (m)          966.53   (f) ADJUSTED    1 2
 ED2728
 ED2728.Superseded values are not recommended for survey control.
 ED2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2728.See file dsdata.txt to determine how the superseded data were derived.
 ED2728
 ED2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU494519(NAD 83)
 ED2728_MARKER: DD = SURVEY DISK
 ED2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2728_SP_SET: CONCRETE POST
 ED2728_STAMPING: 39 058 1988
 ED2728_MARK LOGO: SCGS  
 ED2728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2728+STABILITY: SURFACE MOTION
 ED2728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2728+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 ED2728
 ED2728  HISTORY     - Date     Condition        Report By
 ED2728  HISTORY     - 1988     MONUMENTED       SCGS
 ED2728  HISTORY     - 20040327 GOOD             USPSQD
 ED2728
 ED2728                          STATION DESCRIPTION
 ED2728
 ED2728'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2728'STATION IS LOCATED (2.7 MI) EAST-NORTHEAST OF LIBERTY AND (3.3 MI)
 ED2728'SOUTHWEST OF EASLEY.  OWNERSHIP--SMITH GROVE BAPTIST CHURCH, SMITH
 ED2728'GROVE ROAD, EASLEY, SC 29640, PHONE 803-859-5026.
 ED2728'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 93
 ED2728'(LIBERTY DRIVE) IN EASLEY, GO SOUTHWEST ON HIGHWAY 93 FOR (0.8) MI TO
 ED2728'A REVERSE FORK (ROSS AVENUE), CONTINUE ON HIGHWAY 93 FOR (1.9 MI) TO A
 ED2728'ROAD LEFT (WINDERMERE ROAD), TURN LEFT ON WINDERMERE ROAD FOR
 ED2728'(0.8 MI) TO A T-ROAD (BUD SMITH ROAD), TURN LEFT ON BUD SMITH ROAD FOR
 ED2728'(0.5 MI) TO THE MARK ON THE RIGHT IN THE EDGE OF A FIELD ADJACENT TO
 ED2728'THE SMITH GROVE BAPTIST CHURCH.
 ED2728'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (34.4 FT) SOUTH OF
 ED2728'THE CENTER OF THE ROAD, (37.5 FT) SOUTHEAST OF A WITNESS POST,
 ED2728'(99.3 FT) WEST OF A TELEPHONE JUNCTION BOX, (235.0 FT) NORTH OF THE
 ED2728'NORTHWEST CORNER OF THE CHURCH.
 ED2728'DESCRIBED BY T HALL
 ED2728
 ED2728                          STATION RECOVERY (2004)
 ED2728
 ED2728'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 ED2728'WITNESS POST MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2729 ***********************************************************************
 ED2729  DESIGNATION -  39 059
 ED2729  PID         -  ED2729
 ED2729  STATE/COUNTY-  SC/PICKENS
 ED2729  USGS QUAD   -  LIBERTY (1983)
 ED2729
 ED2729                         *CURRENT SURVEY CONTROL
 ED2729  ___________________________________________________________________
 ED2729* NAD 83(1986)-  34 48 40.     (N)    082 39 01.     (W)     SCALED    
 ED2729* NAVD 88     -       308.094  (meters)    1010.81   (feet)  ADJUSTED  
 ED2729  ___________________________________________________________________
 ED2729  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED2729  DYNAMIC HT  -         307.776 (meters)    1009.76  (feet)  COMP
 ED2729  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 ED2729
 ED2729  VERT ORDER  -  FIRST     CLASS II
 ED2729
 ED2729.The horizontal coordinates were scaled from a topographic map and have
 ED2729.an estimated accuracy of +/- 6 seconds.
 ED2729
 ED2729.The orthometric height was determined by differential leveling
 ED2729.and adjusted by the National Geodetic Survey in June 1991..
 ED2729
 ED2729.The geoid height was determined by GEOID03.
 ED2729
 ED2729.The dynamic height is computed by dividing the NAVD 88
 ED2729.geopotential number by the normal gravity value computed on the
 ED2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2729.degrees latitude (g = 980.6199 gals.).
 ED2729
 ED2729.The modeled gravity was interpolated from observed gravity values.
 ED2729
 ED2729;                    North         East    Units  Estimated Accuracy
 ED2729;SPC SC       -   331,450.      458,610.      MT  (+/- 180 meters Scaled)
 ED2729
 ED2729                          SUPERSEDED SURVEY CONTROL
 ED2729
 ED2729  NGVD 29 (12/12/91)  308.168  (m)         1011.05   (f) ADJUSTED    1 2
 ED2729
 ED2729.Superseded values are not recommended for survey control.
 ED2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2729.See file dsdata.txt to determine how the superseded data were derived.
 ED2729
 ED2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU490533(NAD 83)
 ED2729_MARKER: DD = SURVEY DISK
 ED2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2729_SP_SET: CONCRETE POST
 ED2729_STAMPING: 39 059 1988
 ED2729_MARK LOGO: SCGS  
 ED2729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2729+STABILITY: SURFACE MOTION
 ED2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2729+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2729
 ED2729  HISTORY     - Date     Condition        Report By
 ED2729  HISTORY     - 1988     MONUMENTED       SCGS
 ED2729  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 ED2729
 ED2729                          STATION DESCRIPTION
 ED2729
 ED2729'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2729'STATION IS LOCATED (2.9 MI) NORTHEAST OF LIBERTY AND (3.1 MI)
 ED2729'WEST-SOUTHWEST OF EASLEY.  OWNERSHIP--ECP, PO BOX 1169, EASLEY, SC
 ED2729'29640, PHONE 803-859-7548
 ED2729'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 93
 ED2729'(LIBERTY DRIVE) IN EASLEY, GO SOUTHWEST ON HIGHWAY 93 FOR (0.8 MI) TO
 ED2729'A REVERSE FORK LEFT (ROSS AVENUE).  CONTINUE ON HIGHWAY 93 FOR
 ED2729'(1.9 MI) TO THE JUNCTION OF STATE ROAD 127 AND THE MARK ON THE RIGHT
 ED2729'IN THE NORTHEAST ANGLE.
 ED2729'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (91.3 FT) SOUTH OF
 ED2729'THE CENTER OF THE HIGHWAY, (69.0 FT) EAST OF THE CENTER OF THE ROAD,
 ED2729'(21.3 FT) EAST-SOUTHEAST OF THE NORTHEAST LEG OF A PIPE STRUCTURE
 ED2729'AROUND A GAS METER, (127.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 ED2729'METAL BUILDING.
 ED2729'DESCRIBED BY T HALL
 ED2729
 ED2729                          STATION RECOVERY (2004)
 ED2729
 ED2729'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 ED2729'SEARCHED AREA WITH WAAS ENABLED GPS AND METEL DETECTOR. AREA SEEMED TO
 ED2729'BE GRADED SOME TIME AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2752 ***********************************************************************
 ED2752  DESIGNATION -  39 059 X
 ED2752  PID         -  ED2752
 ED2752  STATE/COUNTY-  SC/PICKENS
 ED2752  USGS QUAD   -  SIX MILE (1980)
 ED2752
 ED2752                         *CURRENT SURVEY CONTROL
 ED2752  ___________________________________________________________________
 ED2752* NAD 83(2001)-  34 45 40.12926(N)    082 45 11.19057(W)     ADJUSTED  
 ED2752* NAVD 88     -       311.033  (meters)    1020.45   (feet)  ADJUSTED  
 ED2752  ___________________________________________________________________
 ED2752  X           -     661,733.516 (meters)                     COMP
 ED2752  Y           -  -5,203,905.633 (meters)                     COMP
 ED2752  Z           -   3,616,289.108 (meters)                     COMP
 ED2752  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 ED2752  ELLIP HEIGHT-         280.06  (meters)          (03/27/03) GPS OBS
 ED2752  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED2752  DYNAMIC HT  -         310.712 (meters)    1019.39  (feet)  COMP
 ED2752  MODELED GRAV-     979,593.3   (mgal)                       NAVD 88
 ED2752
 ED2752  HORZ ORDER  -  FIRST
 ED2752  VERT ORDER  -  FIRST     CLASS II
 ED2752  ELLP ORDER  -  FOURTH    CLASS II
 ED2752
 ED2752.The horizontal coordinates were established by GPS observations
 ED2752.and adjusted by the National Geodetic Survey in March 2003..
 ED2752
 ED2752.The orthometric height was determined by differential leveling
 ED2752.and adjusted by the National Geodetic Survey in June 1991..
 ED2752
 ED2752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2752
 ED2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2752
 ED2752.The ellipsoidal height was determined by GPS observations
 ED2752.and is referenced to NAD 83.
 ED2752
 ED2752.The geoid height was determined by GEOID03.
 ED2752
 ED2752.The dynamic height is computed by dividing the NAVD 88
 ED2752.geopotential number by the normal gravity value computed on the
 ED2752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2752.degrees latitude (g = 980.6199 gals.).
 ED2752
 ED2752.The modeled gravity was interpolated from observed gravity values.
 ED2752
 ED2752;                    North         East     Units Scale Factor Converg.
 ED2752;SPC SC       -   326,059.455   449,109.967   MT  0.99997514   -0 58 18.9
 ED2752;SPC SC       - 1,069,748.87  1,473,457.90   iFT  0.99997514   -0 58 18.9
 ED2752;UTM  17      - 3,847,955.481   339,553.648   MT  0.99991729   -0 59 59.1
 ED2752
 ED2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2752!SPC SC       -   0.99995604  x   0.99997514  =   0.99993118
 ED2752!UTM  17      -   0.99995604  x   0.99991729  =   0.99987333
 ED2752
 ED2752                          SUPERSEDED SURVEY CONTROL
 ED2752
 ED2752  NAD 83(1995)-  34 45 40.12914(N)    082 45 11.19061(W) AD(       ) 1
 ED2752  ELLIP H (12/20/99)  280.05   (m)                       GP(       ) 4 1
 ED2752  NAD 83(1986)-  34 45 40.13739(N)    082 45 11.19052(W) AD(       ) 1
 ED2752  NGVD 29 (12/12/91)  311.102  (m)         1020.67   (f) ADJUSTED    1 2
 ED2752
 ED2752.Superseded values are not recommended for survey control.
 ED2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2752.See file dsdata.txt to determine how the superseded data were derived.
 ED2752
 ED2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3955447955(NAD 83)
 ED2752_MARKER: DD = SURVEY DISK
 ED2752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2752_SP_SET: CONCRETE POST
 ED2752_STAMPING: 39 059 X 1988
 ED2752_MARK LOGO: SCGS  
 ED2752_PROJECTION: FLUSH
 ED2752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2752+STABILITY: SURFACE MOTION
 ED2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2752+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 ED2752
 ED2752  HISTORY     - Date     Condition        Report By
 ED2752  HISTORY     - 1988     MONUMENTED       SCGS
 ED2752  HISTORY     - 19910806 GOOD             SCGS
 ED2752  HISTORY     - 19910806 GOOD             SCGS
 ED2752  HISTORY     - 19920115 GOOD
 ED2752  HISTORY     - 20060316 GOOD             USPSQD
 ED2752
 ED2752                          STATION DESCRIPTION
 ED2752
 ED2752'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2752'STATION IS LOCATED IN NORRIS, (0.1 MI) NORTH OF THE CENTER OF TOWN.
 ED2752'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93 AND 137 IN
 ED2752'NORRIS, GO NORTH ON HIGHWAY 93 FOR (0.1 MI) TO A DRIVEWAY RIGHT
 ED2752'LEADING TO THE FIRST BAPTIST CHURCH AND THE MARK NEAR THE SOUTHWEST
 ED2752'CORNER OF THE BRICK BASE OF THE CHURCH SIGN AND A BELL.
 ED2752'STATION MARK IS A CONCRETE POST FLUSH WITH THE GROUND, (6.0 FT)
 ED2752'SOUTHWEST OF THE CORNER OF THE SIGN/BELL BASE, (111.0 FT)
 ED2752'EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, (75.6 FT) NORTH OF A
 ED2752'POWER POLE, (222.2 FT) WEST OF THE NORTHWEST CORNER OF THE MAIN CHURCH
 ED2752'BUILDING.
 ED2752'DESCRIBED BY T HALL
 ED2752
 ED2752                          STATION RECOVERY (1991)
 ED2752
 ED2752'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2752'RECOVERED IN GOOD CONDITION.
 ED2752
 ED2752                          STATION RECOVERY (1991)
 ED2752
 ED2752'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2752'RECOVERED AS DESCRIBED IN L25181.
 ED2752
 ED2752                          STATION RECOVERY (1992)
 ED2752
 ED2752'RECOVERED 1992
 ED2752'RECOVERED IN GOOD CONDITION.
 ED2752
 ED2752                          STATION RECOVERY (2006)
 ED2752
 ED2752'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSO)
 ED2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2730 ***********************************************************************
 ED2730  DESIGNATION -  39 061
 ED2730  PID         -  ED2730
 ED2730  STATE/COUNTY-  SC/PICKENS
 ED2730  USGS QUAD   -  EASLEY (1983)
 ED2730
 ED2730                         *CURRENT SURVEY CONTROL
 ED2730  ___________________________________________________________________
 ED2730* NAD 83(1986)-  34 49 25.     (N)    082 37 17.     (W)     SCALED    
 ED2730* NAVD 88     -       320.522  (meters)    1051.58   (feet)  ADJUSTED  
 ED2730  ___________________________________________________________________
 ED2730  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 ED2730  DYNAMIC HT  -         320.191 (meters)    1050.49  (feet)  COMP
 ED2730  MODELED GRAV-     979,594.5   (mgal)                       NAVD 88
 ED2730
 ED2730  VERT ORDER  -  FIRST     CLASS II
 ED2730
 ED2730.The horizontal coordinates were scaled from a topographic map and have
 ED2730.an estimated accuracy of +/- 6 seconds.
 ED2730
 ED2730.The orthometric height was determined by differential leveling
 ED2730.and adjusted by the National Geodetic Survey in June 1991..
 ED2730
 ED2730.The geoid height was determined by GEOID03.
 ED2730
 ED2730.The dynamic height is computed by dividing the NAVD 88
 ED2730.geopotential number by the normal gravity value computed on the
 ED2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2730.degrees latitude (g = 980.6199 gals.).
 ED2730
 ED2730.The modeled gravity was interpolated from observed gravity values.
 ED2730
 ED2730;                    North         East    Units  Estimated Accuracy
 ED2730;SPC SC       -   332,790.      461,280.      MT  (+/- 180 meters Scaled)
 ED2730
 ED2730                          SUPERSEDED SURVEY CONTROL
 ED2730
 ED2730  NGVD 29 (12/12/91)  320.593  (m)         1051.81   (f) ADJUSTED    1 2
 ED2730
 ED2730.Superseded values are not recommended for survey control.
 ED2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2730.See file dsdata.txt to determine how the superseded data were derived.
 ED2730
 ED2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU517546(NAD 83)
 ED2730_MARKER: DD = SURVEY DISK
 ED2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2730_SP_SET: CONCRETE POST
 ED2730_STAMPING: 39 061 1988
 ED2730_MARK LOGO: SCGS  
 ED2730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2730+STABILITY: SURFACE MOTION
 ED2730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2730+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2730
 ED2730  HISTORY     - Date     Condition        Report By
 ED2730  HISTORY     - 1988     MONUMENTED       SCGS
 ED2730
 ED2730                          STATION DESCRIPTION
 ED2730
 ED2730'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2730'STATION IS LOCATED (1.2 MI) WEST-SOUTHWEST OF EASLEY.
 ED2730'OWNERSHIP--GREENLAWN MEMORIAL PARK, LIBERTY ROAD, EASLEY, SC 29640.
 ED2730'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 93
 ED2730'(LIBERTY DRIVE) IN EASLEY, GO SOUTHWEST ON HIGHWAY 93 FOR (0.2 MI) TO
 ED2730'THE JUNCTION OF STATE ROAD 61 (LIBERTY ROAD), BEAR RIGHT ON ROAD 61
 ED2730'FOR (0.45 MI) TO THE GREENLAWN MEMORIAL CEMETARY DRIVEWAY LEFT, TURN
 ED2730'LEFT ON THE DRIVEWAY FOR (0.05 MI) TO THE MARK ON THE LEFT IN THE
 ED2730'MEDIAN NEAR A FLAG POLE.
 ED2730'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (4.3 FT) NORTH OF
 ED2730'THE FLAG POLE, (22.5 FT) EAST OF THE CENTER OF THE ENTRANCE LANE OF
 ED2730'THE DRIVEWAY, (21.8 FT) WEST OF THE CENTER OF THE EXIT LANE,
 ED2730'(49.9 FT) SOUTH OF THE SOUTH EDGE OF AN INSCRIBED CONCRETE BENCH
 ED2730'(GREENLAWN).
 ED2730'DESCRIBED BY T HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2738 ***********************************************************************
 ED2738  DESIGNATION -  39 062
 ED2738  PID         -  ED2738
 ED2738  STATE/COUNTY-  SC/PICKENS
 ED2738  USGS QUAD   -  LIBERTY (1983)
 ED2738
 ED2738                         *CURRENT SURVEY CONTROL
 ED2738  ___________________________________________________________________
 ED2738* NAD 83(2001)-  34 47 10.57944(N)    082 41 32.55277(W)     ADJUSTED  
 ED2738* NAVD 88     -       302.670  (meters)     993.01   (feet)  ADJUSTED  
 ED2738  ___________________________________________________________________
 ED2738  X           -     667,046.122 (meters)                     COMP
 ED2738  Y           -  -5,201,617.600 (meters)                     COMP
 ED2738  Z           -   3,618,573.928 (meters)                     COMP
 ED2738  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 ED2738  ELLIP HEIGHT-         271.67  (meters)          (03/27/03) GPS OBS
 ED2738  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED2738  DYNAMIC HT  -         302.358 (meters)     991.99  (feet)  COMP
 ED2738  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 ED2738
 ED2738  HORZ ORDER  -  FIRST
 ED2738  VERT ORDER  -  FIRST     CLASS II
 ED2738  ELLP ORDER  -  FOURTH    CLASS II
 ED2738
 ED2738.The horizontal coordinates were established by GPS observations
 ED2738.and adjusted by the National Geodetic Survey in March 2003..
 ED2738
 ED2738.The orthometric height was determined by differential leveling
 ED2738.and adjusted by the National Geodetic Survey in June 1991..
 ED2738
 ED2738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2738
 ED2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2738
 ED2738.The ellipsoidal height was determined by GPS observations
 ED2738.and is referenced to NAD 83.
 ED2738
 ED2738.The geoid height was determined by GEOID03.
 ED2738
 ED2738.The dynamic height is computed by dividing the NAVD 88
 ED2738.geopotential number by the normal gravity value computed on the
 ED2738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2738.degrees latitude (g = 980.6199 gals.).
 ED2738
 ED2738.The modeled gravity was interpolated from observed gravity values.
 ED2738
 ED2738;                    North         East     Units Scale Factor Converg.
 ED2738;SPC SC       -   328,753.628   454,714.938   MT  0.99998361   -0 56 17.7
 ED2738;SPC SC       - 1,078,588.02  1,491,846.91   iFT  0.99998361   -0 56 17.7
 ED2738;UTM  17      - 3,850,646.751   345,159.510   MT  0.99989551   -0 57 56.6
 ED2738
 ED2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2738!SPC SC       -   0.99995736  x   0.99998361  =   0.99994097
 ED2738!UTM  17      -   0.99995736  x   0.99989551  =   0.99985287
 ED2738
 ED2738                          SUPERSEDED SURVEY CONTROL
 ED2738
 ED2738  NAD 83(1995)-  34 47 10.57939(N)    082 41 32.55280(W) AD(       ) 1
 ED2738  ELLIP H (12/20/99)  271.67   (m)                       GP(       ) 4 1
 ED2738  NAD 83(1986)-  34 47 10.58738(N)    082 41 32.55332(W) AD(       ) 1
 ED2738  NGVD 29 (12/12/91)  302.744  (m)          993.25   (f) ADJUSTED    1 2
 ED2738
 ED2738.Superseded values are not recommended for survey control.
 ED2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2738.See file dsdata.txt to determine how the superseded data were derived.
 ED2738
 ED2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4516050647(NAD 83)
 ED2738_MARKER: DD = SURVEY DISK
 ED2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2738_SP_SET: CONCRETE POST
 ED2738_STAMPING: 39 062 1988
 ED2738_MARK LOGO: SCGS  
 ED2738_PROJECTION: FLUSH
 ED2738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2738+STABILITY: SURFACE MOTION
 ED2738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2738+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 ED2738
 ED2738  HISTORY     - Date     Condition        Report By
 ED2738  HISTORY     - 1988     MONUMENTED       SCGS
 ED2738  HISTORY     - 19910807 GOOD             SCGS
 ED2738  HISTORY     - 19910807 GOOD             SCGS
 ED2738  HISTORY     - 19920123 GOOD
 ED2738
 ED2738                          STATION DESCRIPTION
 ED2738
 ED2738'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2738'STATION IS LOCATED IN LIBERTY.  OWNERSHIP--NORFOLK SOUTHERN CORP -
 ED2738'SOUTHERN RAILWAY SYSTEM, 1120 WEST WASHINGTON STREET, GREENVILLE, SC
 ED2738'29601-1399
 ED2738'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE
 ED2738'HIGHWAY 93 IN LIBERTY, GO SOUTH ON HIGHWAY 178 FOR (0.1 MI) TO THE
 ED2738'RAILROAD CROSSING AND THE MARK IN THE NORTHWEST ANGLE.
 ED2738'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (34.4 FT)
 ED2738'WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY, (20.2 FT) NORTH OF THE
 ED2738'NORTHERN-MOST RAIL OF THE TRACKS, (4.6 FT) WEST-NORTHWEST OF THE
 ED2738'SOUTHERN-MOST ONE IN A ROW OF (3-FT) TALL STEEL POSTS, (12.7 FT)
 ED2738'EAST-SOUTHEAST OF A POWER POLE WITH A GUY WIRE.
 ED2738'DESCRIBED BY T HALL
 ED2738
 ED2738                          STATION RECOVERY (1991)
 ED2738
 ED2738'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2738'RECOVERED IN GOOD CONDITION.
 ED2738
 ED2738                          STATION RECOVERY (1991)
 ED2738
 ED2738'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED2738'RECOVERED AS DESCRIBED IN L25181.
 ED2738
 ED2738                          STATION RECOVERY (1992)
 ED2738
 ED2738'RECOVERED 1992
 ED2738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2751 ***********************************************************************
 ED2751  DESIGNATION -  39 063
 ED2751  PID         -  ED2751
 ED2751  STATE/COUNTY-  SC/PICKENS
 ED2751  USGS QUAD   -  CLEMSON (1980)
 ED2751
 ED2751                         *CURRENT SURVEY CONTROL
 ED2751  ___________________________________________________________________
 ED2751* NAD 83(1986)-  34 44 49.     (N)    082 45 14.     (W)     SCALED    
 ED2751* NAVD 88     -       286.130  (meters)     938.74   (feet)  ADJUSTED  
 ED2751  ___________________________________________________________________
 ED2751  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 ED2751  DYNAMIC HT  -         285.834 (meters)     937.77  (feet)  COMP
 ED2751  MODELED GRAV-     979,594.3   (mgal)                       NAVD 88
 ED2751
 ED2751  VERT ORDER  -  FIRST     CLASS II
 ED2751
 ED2751.The horizontal coordinates were scaled from a topographic map and have
 ED2751.an estimated accuracy of +/- 6 seconds.
 ED2751
 ED2751.The orthometric height was determined by differential leveling
 ED2751.and adjusted by the National Geodetic Survey in June 1991..
 ED2751
 ED2751.The geoid height was determined by GEOID03.
 ED2751
 ED2751.The dynamic height is computed by dividing the NAVD 88
 ED2751.geopotential number by the normal gravity value computed on the
 ED2751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2751.degrees latitude (g = 980.6199 gals.).
 ED2751
 ED2751.The modeled gravity was interpolated from observed gravity values.
 ED2751
 ED2751;                    North         East    Units  Estimated Accuracy
 ED2751;SPC SC       -   324,490.      449,010.      MT  (+/- 180 meters Scaled)
 ED2751
 ED2751                          SUPERSEDED SURVEY CONTROL
 ED2751
 ED2751  NGVD 29 (12/12/91)  286.199  (m)          938.97   (f) ADJUSTED    1 2
 ED2751
 ED2751.Superseded values are not recommended for survey control.
 ED2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2751.See file dsdata.txt to determine how the superseded data were derived.
 ED2751
 ED2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU394463(NAD 83)
 ED2751_MARKER: DD = SURVEY DISK
 ED2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2751_SP_SET: CONCRETE POST
 ED2751_STAMPING: 39 063 1988
 ED2751_MARK LOGO: SCGS  
 ED2751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2751+STABILITY: SURFACE MOTION
 ED2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2751+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2751
 ED2751  HISTORY     - Date     Condition        Report By
 ED2751  HISTORY     - 1988     MONUMENTED       SCGS
 ED2751
 ED2751                          STATION DESCRIPTION
 ED2751
 ED2751'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2751'STATION IS LOCATED (1.1 MI) SOUTH OF NORRIS AND (2.3 MI) NORTHEAST OF
 ED2751'CENTRAL.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 ED2751'COLUMBIA, SC  29202
 ED2751'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93 AND 137 IN
 ED2751'NORRIS, GO SOUTH ON HIGHWAY 93 FOR (0.95 MI) TO THE MARK ON THE LEFT
 ED2751'NEAR A POWER POLE, (0.4 MI) NORTH OF THE JUNCTION OF STATE ROAD 395.
 ED2751'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (30.0 FT) EAST OF
 ED2751'THE CENTER OF THE NORTHBOUND LANE, (6.0 FT) NORTHEAST OF THE POWER
 ED2751'POLE, (135.5 FT) NORTH NORTHEAST OF A GAS LINE WARNING SIGN, (1.0 FT)
 ED2751'WEST OF A WITNESS POST.
 ED2751'DESCRIBED BY J R WERNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2747 ***********************************************************************
 ED2747  DESIGNATION -  39 064
 ED2747  PID         -  ED2747
 ED2747  STATE/COUNTY-  SC/PICKENS
 ED2747  USGS QUAD   -  CLEMSON (1980)
 ED2747
 ED2747                         *CURRENT SURVEY CONTROL
 ED2747  ___________________________________________________________________
 ED2747* NAD 83(1986)-  34 42 39.     (N)    082 45 53.     (W)     SCALED    
 ED2747* NAVD 88     -       268.166  (meters)     879.81   (feet)  ADJUSTED  
 ED2747  ___________________________________________________________________
 ED2747  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED2747  DYNAMIC HT  -         267.890 (meters)     878.90  (feet)  COMP
 ED2747  MODELED GRAV-     979,597.2   (mgal)                       NAVD 88
 ED2747
 ED2747  VERT ORDER  -  FIRST     CLASS II
 ED2747
 ED2747.The horizontal coordinates were scaled from a topographic map and have
 ED2747.an estimated accuracy of +/- 6 seconds.
 ED2747
 ED2747.The orthometric height was determined by differential leveling
 ED2747.and adjusted by the National Geodetic Survey in June 1991..
 ED2747
 ED2747.The geoid height was determined by GEOID03.
 ED2747
 ED2747.The dynamic height is computed by dividing the NAVD 88
 ED2747.geopotential number by the normal gravity value computed on the
 ED2747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2747.degrees latitude (g = 980.6199 gals.).
 ED2747
 ED2747.The modeled gravity was interpolated from observed gravity values.
 ED2747
 ED2747;                    North         East    Units  Estimated Accuracy
 ED2747;SPC SC       -   320,500.      447,950.      MT  (+/- 180 meters Scaled)
 ED2747
 ED2747                          SUPERSEDED SURVEY CONTROL
 ED2747
 ED2747  NGVD 29 (12/12/91)  268.235  (m)          880.03   (f) ADJUSTED    1 2
 ED2747
 ED2747.Superseded values are not recommended for survey control.
 ED2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2747.See file dsdata.txt to determine how the superseded data were derived.
 ED2747
 ED2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU383423(NAD 83)
 ED2747_MARKER: DD = SURVEY DISK
 ED2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2747_SP_SET: CONCRETE POST
 ED2747_STAMPING: 39 064 1988
 ED2747_MARK LOGO: SCGS  
 ED2747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2747+STABILITY: SURFACE MOTION
 ED2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2747+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED2747
 ED2747  HISTORY     - Date     Condition        Report By
 ED2747  HISTORY     - 1988     MONUMENTED       SCGS
 ED2747  HISTORY     - 20050326 GOOD             USPSQD
 ED2747
 ED2747                          STATION DESCRIPTION
 ED2747
 ED2747'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED2747'STATION IS LOCATED (1.3 MI) SOUTHEAST OF CENTRAL AND (4.3 MI)
 ED2747'NORTH-NORTHEAST OF PENDLETON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2747'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202
 ED2747'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123
 ED2747'AND STATE ROAD 18 ((1.8 MI) SOUTHEAST OF CENTRAL), GO NORTHWEST ON
 ED2747'ROAD 18 FOR (0.4 MI) TO THE JUNCTION OF STATE ROAD 103.  CONTINUE ON
 ED2747'ROAD 18 FOR (0.1 MI) TO THE MARK ON THE LEFT NEAR A BARBED-WIRE FENCE
 ED2747'AROUND AN OPEN FIELD.
 ED2747'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (64.0 FT) NORTHWEST
 ED2747'OF A POWER POLE WITH A TRANSFORMER, (32.0 FT) SOUTHWEST OF THE CENTER
 ED2747'OF THE ROAD, (2.3 FT) NORTHEAST OF THE FENCE, (179.8 FT) SOUTHEAST OF
 ED2747'A POWER POLE NEAR A HIGH-TENSION LINE, (2.2 FT) NORTHEAST OF A WITNESS
 ED2747'POST.
 ED2747'DESCRIBED BY T HALL
 ED2747
 ED2747                          STATION RECOVERY (2005)
 ED2747
 ED2747'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTH)
 ED2747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3293 ***********************************************************************
 ED3293  DESIGNATION -  39 065
 ED3293  PID         -  ED3293
 ED3293  STATE/COUNTY-  SC/PICKENS
 ED3293  USGS QUAD   -  CLEMSON (1980)
 ED3293
 ED3293                         *CURRENT SURVEY CONTROL
 ED3293  ___________________________________________________________________
 ED3293* NAD 83(1986)-  34 41 48.     (N)    082 50 00.     (W)     SCALED    
 ED3293* NAVD 88     -       215.002  (meters)     705.39   (feet)  ADJUSTED  
 ED3293  ___________________________________________________________________
 ED3293  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 ED3293  DYNAMIC HT  -         214.779 (meters)     704.65  (feet)  COMP
 ED3293  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 ED3293
 ED3293  VERT ORDER  -  FIRST     CLASS II
 ED3293
 ED3293.The horizontal coordinates were scaled from a topographic map and have
 ED3293.an estimated accuracy of +/- 6 seconds.
 ED3293
 ED3293.The orthometric height was determined by differential leveling
 ED3293.and adjusted by the National Geodetic Survey in August 1993..
 ED3293
 ED3293.The geoid height was determined by GEOID03.
 ED3293
 ED3293.The dynamic height is computed by dividing the NAVD 88
 ED3293.geopotential number by the normal gravity value computed on the
 ED3293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3293.degrees latitude (g = 980.6199 gals.).
 ED3293
 ED3293.The modeled gravity was interpolated from observed gravity values.
 ED3293
 ED3293;                    North         East    Units  Estimated Accuracy
 ED3293;SPC SC       -   319,040.      441,640.      MT  (+/- 180 meters Scaled)
 ED3293
 ED3293                          SUPERSEDED SURVEY CONTROL
 ED3293
 ED3293  NGVD 29 (12/12/91)  215.061  (m)          705.58   (f) ADJUSTED    1 2
 ED3293
 ED3293.Superseded values are not recommended for survey control.
 ED3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3293.See file dsdata.txt to determine how the superseded data were derived.
 ED3293
 ED3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU320409(NAD 83)
 ED3293_MARKER: DD = SURVEY DISK
 ED3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3293_SP_SET: CONCRETE POST
 ED3293_STAMPING: 39 065 1989
 ED3293_MARK LOGO: SCGS  
 ED3293_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3293+STABILITY: SURFACE MOTION
 ED3293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3293+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3293
 ED3293  HISTORY     - Date     Condition        Report By
 ED3293  HISTORY     - 1989     MONUMENTED       SCGS
 ED3293  HISTORY     - 20030321 MARK NOT FOUND   USPSQD
 ED3293
 ED3293                          STATION DESCRIPTION
 ED3293
 ED3293'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3293'STATION IS LOCATED IN CLEMSON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3293'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3293'803-737-1350.
 ED3293'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123 AND
 ED3293'STATE HIGHWAYS 28, 133 IN CLEMSON, GO NORTH ON HIGHWAY 133 FOR 0.4
 ED3293'MILE TO THE JUNCTION OF LAKEVIEW CIRCLE AND THE STATION IN THE
 ED3293'NORTHWEST ANGLE.
 ED3293'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE THE
 ED3293'HIGHWAY, 28.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 35.7 FEET
 ED3293'NORTHEAST OF THE CENTER OF LAKEVIEW CIRCLE, 61.0 FEET NORTH NORTHEAST
 ED3293'OF A FIRE HYDRANT, 33.7 FEET NORTH NORTHWEST OF THE CENTER OF A
 ED3293'SANITARY SEWER MANHOLE COVER, 75.7 FEET WEST SOUTHWEST OF A POWER
 ED3293'POLE WITH A TRANSFORMER AND GUY WIRE, 9.2 FEET EAST OF A WITNESS
 ED3293'POST.
 ED3293'DESCRIBED BY D.L. FERGUSON.
 ED3293
 ED3293                          STATION RECOVERY (2003)
 ED3293
 ED3293'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB)
 ED3293'CHECKED AREA WITH WAAS ENABLED GPS RECEIVER AND SCANNED WITH METAL
 ED3293'DETECTOR, COULD NOT LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3294 ***********************************************************************
 ED3294  DESIGNATION -  39 066
 ED3294  PID         -  ED3294
 ED3294  STATE/COUNTY-  SC/PICKENS
 ED3294  USGS QUAD   -  CLEMSON (1980)
 ED3294
 ED3294                         *CURRENT SURVEY CONTROL
 ED3294  ___________________________________________________________________
 ED3294* NAD 83(1986)-  34 42 12.     (N)    082 50 02.     (W)     SCALED    
 ED3294* NAVD 88     -       205.628  (meters)     674.63   (feet)  ADJUSTED  
 ED3294  ___________________________________________________________________
 ED3294  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED3294  DYNAMIC HT  -         205.414 (meters)     673.93  (feet)  COMP
 ED3294  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 ED3294
 ED3294  VERT ORDER  -  FIRST     CLASS II
 ED3294
 ED3294.The horizontal coordinates were scaled from a topographic map and have
 ED3294.an estimated accuracy of +/- 6 seconds.
 ED3294
 ED3294.The orthometric height was determined by differential leveling
 ED3294.and adjusted by the National Geodetic Survey in August 1993..
 ED3294
 ED3294.The geoid height was determined by GEOID03.
 ED3294
 ED3294.The dynamic height is computed by dividing the NAVD 88
 ED3294.geopotential number by the normal gravity value computed on the
 ED3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3294.degrees latitude (g = 980.6199 gals.).
 ED3294
 ED3294.The modeled gravity was interpolated from observed gravity values.
 ED3294
 ED3294;                    North         East    Units  Estimated Accuracy
 ED3294;SPC SC       -   319,780.      441,600.      MT  (+/- 180 meters Scaled)
 ED3294
 ED3294                          SUPERSEDED SURVEY CONTROL
 ED3294
 ED3294  NGVD 29 (12/12/91)  205.687  (m)          674.82   (f) ADJUSTED    1 2
 ED3294
 ED3294.Superseded values are not recommended for survey control.
 ED3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3294.See file dsdata.txt to determine how the superseded data were derived.
 ED3294
 ED3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU320416(NAD 83)
 ED3294_MARKER: DD = SURVEY DISK
 ED3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3294_SP_SET: CONCRETE POST
 ED3294_STAMPING: 39 066 1989
 ED3294_MARK LOGO: SCGS  
 ED3294_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3294+STABILITY: SURFACE MOTION
 ED3294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3294+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3294
 ED3294  HISTORY     - Date     Condition        Report By
 ED3294  HISTORY     - 1989     MONUMENTED       SCGS
 ED3294  HISTORY     - 20030321 GOOD             USPSQD
 ED3294  HISTORY     - 20060318 GOOD             USPSQD
 ED3294
 ED3294                          STATION DESCRIPTION
 ED3294
 ED3294'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3294'STATION IS LOCATED IN CLEMSON.  OWNERSHIP--U.S. ARMY CORP OF
 ED3294'ENGINEERS, HARTWELL LAKE NATURAL RESOURCE MANAGEMENT CENTER, P.O. BOX
 ED3294'278, HARTWELL, GA 30643, PHONE 404-376-4788.
 ED3294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123 AND
 ED3294'STATE HIGHWAYS 28, 133 IN CLEMSON, GO NORTH ON HIGHWAY 133 FOR 0.9
 ED3294'MILE TO THE STATION ON THE LEFT, NEAR A PARKING LOT IN THE HARTWELL
 ED3294'LAKE TWELVE MILE RECREATION AREA.
 ED3294'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3294'PARKING LOT, 125.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 116.8 FEET
 ED3294'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BUILDING (RESTROOMS),
 ED3294'72.5 FEET SOUTHEAST OF THE EAST END OF A 16-INCH METAL PIPE CULVERT
 ED3294'UNDER THE PARKING LOT, 7.0 FEET EAST NORTHEAST OF THE EAST EDGE OF
 ED3294'THE PAVED PARKING AREA, 81.0 FEET WEST OF A WITNESS POST.
 ED3294'DESCRIBED BY D.L. FERGUSON.
 ED3294
 ED3294                          STATION RECOVERY (2003)
 ED3294
 ED3294'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB)
 ED3294'AREA NOW OVERGROWN WITH LARGE PINE TREES, HORIZON OBSTRUCTED.
 ED3294'DOUBTFULL FOR SATELITTE OBSERVATION.
 ED3294
 ED3294                          STATION RECOVERY (2006)
 ED3294
 ED3294'RECOVERY NOTE BY US POWER SQUADRON 2006 (HB)
 ED3294'DESCRIPTION ON DATA SHEET IS SCALED.
 ED3294'COORDINATES OF STATION N 34  42' 14.2, W 082  50' 02.0.
 ED3294'COORDINATES ESTABLISHED WITH A GARMIN GPSMAP 276C, WAAS ENABLED.
 ED3294'NUMBER OF SATELLITES 6, ACCURACY 12FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3295 ***********************************************************************
 ED3295  DESIGNATION -  39 067
 ED3295  PID         -  ED3295
 ED3295  STATE/COUNTY-  SC/PICKENS
 ED3295  USGS QUAD   -  CLEMSON (1980)
 ED3295
 ED3295                         *CURRENT SURVEY CONTROL
 ED3295  ___________________________________________________________________
 ED3295* NAD 83(2001)-  34 42 53.47709(N)    082 49 52.00820(W)     ADJUSTED  
 ED3295* NAVD 88     -       203.634  (meters)     668.09   (feet)  ADJUSTED  
 ED3295  ___________________________________________________________________
 ED3295  X           -     655,002.277 (meters)                     COMP
 ED3295  Y           -  -5,207,617.715 (meters)                     COMP
 ED3295  Z           -   3,612,007.615 (meters)                     COMP
 ED3295  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 ED3295  ELLIP HEIGHT-         172.68  (meters)          (03/27/03) GPS OBS
 ED3295  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 ED3295  DYNAMIC HT  -         203.423 (meters)     667.40  (feet)  COMP
 ED3295  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 ED3295
 ED3295  HORZ ORDER  -  FIRST
 ED3295  VERT ORDER  -  FIRST     CLASS II
 ED3295  ELLP ORDER  -  FOURTH    CLASS II
 ED3295
 ED3295.The horizontal coordinates were established by GPS observations
 ED3295.and adjusted by the National Geodetic Survey in March 2003..
 ED3295
 ED3295.The orthometric height was determined by differential leveling
 ED3295.and adjusted by the National Geodetic Survey in August 1993..
 ED3295
 ED3295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3295
 ED3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3295
 ED3295.The ellipsoidal height was determined by GPS observations
 ED3295.and is referenced to NAD 83.
 ED3295
 ED3295.The geoid height was determined by GEOID03.
 ED3295
 ED3295.The dynamic height is computed by dividing the NAVD 88
 ED3295.geopotential number by the normal gravity value computed on the
 ED3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3295.degrees latitude (g = 980.6199 gals.).
 ED3295
 ED3295.The modeled gravity was interpolated from observed gravity values.
 ED3295
 ED3295;                    North         East     Units Scale Factor Converg.
 ED3295;SPC SC       -   321,048.788   441,878.681   MT  0.99996005   -1 00 54.6
 ED3295;SPC SC       - 1,053,309.67  1,449,733.21   iFT  0.99996005   -1 00 54.6
 ED3295;UTM  17      - 3,842,948.511   332,320.185   MT  0.99994655   -1 02 35.0
 ED3295
 ED3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3295!SPC SC       -   0.99997289  x   0.99996005  =   0.99993295
 ED3295!UTM  17      -   0.99997289  x   0.99994655  =   0.99991945
 ED3295
 ED3295                          SUPERSEDED SURVEY CONTROL
 ED3295
 ED3295  NAD 83(1995)-  34 42 53.47692(N)    082 49 52.00835(W) AD(       ) 1
 ED3295  ELLIP H (12/20/99)  172.68   (m)                       GP(       ) 4 1
 ED3295  NAD 83(1986)-  34 42 53.48606(N)    082 49 52.00753(W) AD(       ) 1
 ED3295  NGVD 29 (12/12/91)  203.693  (m)          668.28   (f) ADJUSTED    1 2
 ED3295
 ED3295.Superseded values are not recommended for survey control.
 ED3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3295.See file dsdata.txt to determine how the superseded data were derived.
 ED3295
 ED3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3232042949(NAD 83)
 ED3295_MARKER: DD = SURVEY DISK
 ED3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3295_SP_SET: CONCRETE POST
 ED3295_STAMPING: 39 067 1989
 ED3295_MARK LOGO: SCGS  
 ED3295_PROJECTION: FLUSH
 ED3295_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3295+STABILITY: SURFACE MOTION
 ED3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3295+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED3295
 ED3295  HISTORY     - Date     Condition        Report By
 ED3295  HISTORY     - 1989     MONUMENTED       SCGS
 ED3295  HISTORY     - 19910807 GOOD             SCGS
 ED3295  HISTORY     - 19910807 GOOD             SCGS
 ED3295  HISTORY     - 19920121 GOOD
 ED3295  HISTORY     - 20030321 GOOD             USPSQD
 ED3295  HISTORY     - 20060318 GOOD             USPSQD
 ED3295
 ED3295                          STATION DESCRIPTION
 ED3295
 ED3295'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3295'STATION IS LOCATED 2.3 MILES NORTH OF CLEMSON.  OWNERSHIP--SCDHPT,
 ED3295'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3295'803-737-1350.
 ED3295'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123 AND
 ED3295'STATE HIGHWAYS 28, 133 IN CLEMSON, GO NORTH ON HIGHWAY 133 FOR 1.5
 ED3295'MILES TO THE JUNCTION OF STATE ROAD 102 (PIKE ROAD), CONTINUE ON
 ED3295'HIGHWAY 133 FOR 0.2 MILE ACROSS A BRIDGE OVER THE TWELVE MILE RIVER
 ED3295'TO THE JUNCTION OF OLD SIX MILE ROAD AND THE THE STATION IN THE
 ED3295'SOUTHWEST ANGLE.
 ED3295'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET BELOW THE
 ED3295'HIGHWAY, 57.0 FEET WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 44.4
 ED3295'FEET SOUTH OF THE CENTER OF THE ROAD, 40.0 FEET WEST SOUTHWEST OF A
 ED3295'HISTORICAL LANDMARK SIGN (KEOWEE), 40.4 FEET NORTHWEST OF THE
 ED3295'NORTHERN MOST GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED,
 ED3295'1.0 FOOT EAST OF A WITNESS POST.
 ED3295'DESCRIBED BY D.L. FERGUSON.
 ED3295
 ED3295                          STATION RECOVERY (1991)
 ED3295
 ED3295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3295'RECOVERED IN GOOD CONDITION.
 ED3295
 ED3295                          STATION RECOVERY (1991)
 ED3295
 ED3295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3295'RECOVERED AS DESCRIBED IN L25181.
 ED3295
 ED3295                          STATION RECOVERY (1992)
 ED3295
 ED3295'RECOVERED 1992
 ED3295'RECOVERED IN GOOD CONDITION.
 ED3295
 ED3295                          STATION RECOVERY (2003)
 ED3295
 ED3295'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB)
 ED3295'RECOVERED IN GOOD CONDITION.
 ED3295
 ED3295                          STATION RECOVERY (2006)
 ED3295
 ED3295'RECOVERY NOTE BY US POWER SQUADRON 2006 (HB)
 ED3295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3296 ***********************************************************************
 ED3296  DESIGNATION -  39 068
 ED3296  PID         -  ED3296
 ED3296  STATE/COUNTY-  SC/PICKENS
 ED3296  USGS QUAD   -  CLEMSON (1980)
 ED3296
 ED3296                         *CURRENT SURVEY CONTROL
 ED3296  ___________________________________________________________________
 ED3296* NAD 83(1986)-  34 43 43.     (N)    082 49 51.     (W)     SCALED    
 ED3296* NAVD 88     -       249.919  (meters)     819.94   (feet)  ADJUSTED  
 ED3296  ___________________________________________________________________
 ED3296  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 ED3296  DYNAMIC HT  -         249.660 (meters)     819.09  (feet)  COMP
 ED3296  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 ED3296
 ED3296  VERT ORDER  -  FIRST     CLASS II
 ED3296
 ED3296.The horizontal coordinates were scaled from a topographic map and have
 ED3296.an estimated accuracy of +/- 6 seconds.
 ED3296
 ED3296.The orthometric height was determined by differential leveling
 ED3296.and adjusted by the National Geodetic Survey in August 1993..
 ED3296
 ED3296.The geoid height was determined by GEOID03.
 ED3296
 ED3296.The dynamic height is computed by dividing the NAVD 88
 ED3296.geopotential number by the normal gravity value computed on the
 ED3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3296.degrees latitude (g = 980.6199 gals.).
 ED3296
 ED3296.The modeled gravity was interpolated from observed gravity values.
 ED3296
 ED3296;                    North         East    Units  Estimated Accuracy
 ED3296;SPC SC       -   322,570.      441,930.      MT  (+/- 180 meters Scaled)
 ED3296
 ED3296                          SUPERSEDED SURVEY CONTROL
 ED3296
 ED3296  NGVD 29 (12/12/91)  249.978  (m)          820.14   (f) ADJUSTED    1 2
 ED3296
 ED3296.Superseded values are not recommended for survey control.
 ED3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3296.See file dsdata.txt to determine how the superseded data were derived.
 ED3296
 ED3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU323444(NAD 83)
 ED3296_MARKER: DD = SURVEY DISK
 ED3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3296_SP_SET: CONCRETE POST
 ED3296_STAMPING: 39 068 1989
 ED3296_MARK LOGO: SCGS  
 ED3296_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3296+STABILITY: SURFACE MOTION
 ED3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3296+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 ED3296
 ED3296  HISTORY     - Date     Condition        Report By
 ED3296  HISTORY     - 1989     MONUMENTED       SCGS
 ED3296  HISTORY     - 20050326 GOOD             USPSQD
 ED3296
 ED3296                          STATION DESCRIPTION
 ED3296
 ED3296'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3296'STATION IS LOCATED 2.8 MILES WEST NORTHWEST OF CENTRAL.
 ED3296'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3296'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 133 (SIX MILE
 ED3296'HIGHWAY) AND STATE ROAD 15 (MADDEN BRIDGE ROAD), 2.95 MILES NORTHWEST
 ED3296'OF CENTRAL, GO SOUTH ON HIGHWAY 133 FOR 0.6 MILE TO THE JUNCTION OF
 ED3296'BRIERCLIFF ROAD AND THE STATION NEAR A SUBDIVISION SIGN (GREEN PINES)
 ED3296'IN THE NORTHWEST ANGLE.
 ED3296'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3296'HIGHWAY, 38.0 FEET WEST OF THE CENTER OF THE HIGHWAY, 27.5 FEET NORTH
 ED3296'OF THE CENTER OF THE ROAD, 56.2 FEET NORTH OF A FIRE HYDRANT, 108.0
 ED3296'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 22.1 FEET
 ED3296'EAST OF THE WEST END OF THE BRICK SIGN.
 ED3296'DESCRIBED BY D.L. FERGUSON.
 ED3296
 ED3296                          STATION RECOVERY (2005)
 ED3296
 ED3296'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL)
 ED3296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3297 ***********************************************************************
 ED3297  DESIGNATION -  39 069
 ED3297  PID         -  ED3297
 ED3297  STATE/COUNTY-  SC/PICKENS
 ED3297  USGS QUAD   -  CLEMSON (1980)
 ED3297
 ED3297                         *CURRENT SURVEY CONTROL
 ED3297  ___________________________________________________________________
 ED3297* NAD 83(2001)-  34 44 40.69339(N)    082 50 09.44277(W)     ADJUSTED  
 ED3297* NAVD 88     -       296.930  (meters)     974.18   (feet)  ADJUSTED  
 ED3297  ___________________________________________________________________
 ED3297  X           -     654,336.913 (meters)                     COMP
 ED3297  Y           -  -5,205,881.483 (meters)                     COMP
 ED3297  Z           -   3,614,776.165 (meters)                     COMP
 ED3297  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 ED3297  ELLIP HEIGHT-         265.95  (meters)          (03/27/03) GPS OBS
 ED3297  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 ED3297  DYNAMIC HT  -         296.621 (meters)     973.16  (feet)  COMP
 ED3297  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 ED3297
 ED3297  HORZ ORDER  -  FIRST
 ED3297  VERT ORDER  -  FIRST     CLASS II
 ED3297  ELLP ORDER  -  FOURTH    CLASS II
 ED3297
 ED3297.The horizontal coordinates were established by GPS observations
 ED3297.and adjusted by the National Geodetic Survey in March 2003..
 ED3297
 ED3297.The orthometric height was determined by differential leveling
 ED3297.and adjusted by the National Geodetic Survey in August 1993..
 ED3297
 ED3297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3297
 ED3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3297
 ED3297.The ellipsoidal height was determined by GPS observations
 ED3297.and is referenced to NAD 83.
 ED3297
 ED3297.The geoid height was determined by GEOID03.
 ED3297
 ED3297.The dynamic height is computed by dividing the NAVD 88
 ED3297.geopotential number by the normal gravity value computed on the
 ED3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3297.degrees latitude (g = 980.6199 gals.).
 ED3297
 ED3297.The modeled gravity was interpolated from observed gravity values.
 ED3297
 ED3297;                    North         East     Units Scale Factor Converg.
 ED3297;SPC SC       -   324,359.939   441,493.826   MT  0.99996968   -1 01 04.3
 ED3297;SPC SC       - 1,064,173.03  1,448,470.56   iFT  0.99996968   -1 01 04.3
 ED3297;UTM  17      - 3,846,259.794   331,936.973   MT  0.99994814   -1 02 47.7
 ED3297
 ED3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3297!SPC SC       -   0.99995826  x   0.99996968  =   0.99992794
 ED3297!UTM  17      -   0.99995826  x   0.99994814  =   0.99990640
 ED3297
 ED3297                          SUPERSEDED SURVEY CONTROL
 ED3297
 ED3297  NAD 83(1995)-  34 44 40.69313(N)    082 50 09.44278(W) AD(       ) 1
 ED3297  ELLIP H (12/20/99)  265.94   (m)                       GP(       ) 4 1
 ED3297  NAD 83(1986)-  34 44 40.70116(N)    082 50 09.44191(W) AD(       ) 1
 ED3297  NGVD 29 (12/12/91)  296.989  (m)          974.37   (f) ADJUSTED    1 2
 ED3297
 ED3297.Superseded values are not recommended for survey control.
 ED3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3297.See file dsdata.txt to determine how the superseded data were derived.
 ED3297
 ED3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3193746260(NAD 83)
 ED3297_MARKER: DD = SURVEY DISK
 ED3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3297_SP_SET: CONCRETE POST
 ED3297_STAMPING: 39 069 1989
 ED3297_MARK LOGO: SCGS  
 ED3297_PROJECTION: FLUSH
 ED3297_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3297+STABILITY: SURFACE MOTION
 ED3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3297+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 ED3297
 ED3297  HISTORY     - Date     Condition        Report By
 ED3297  HISTORY     - 1989     MONUMENTED       SCGS
 ED3297  HISTORY     - 19910807 GOOD             SCGS
 ED3297  HISTORY     - 19910807 GOOD             SCGS
 ED3297  HISTORY     - 19920121 GOOD
 ED3297  HISTORY     - 20050326 GOOD             USPSQD
 ED3297
 ED3297                          STATION DESCRIPTION
 ED3297
 ED3297'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3297'STATION IS LOCATED 3.4 MILES NORTHWEST OF CENTRAL AND 4.3 MILES NORTH
 ED3297'OF CLEMSON.  OWNERSHIP--LAWRENCE CHAPEL UNITED METHODIST CHURCH.
 ED3297'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 133 (SIX MILE
 ED3297'HIGHWAY) AND STATE ROAD 15 (MADDEN BRIDGE ROAD), 2.95 MILES NORTHWEST
 ED3297'OF CENTRAL, GO NORTHWEST ON HIGHWAY 133 FOR 0.5 MILE TO THE JUNCTION
 ED3297'OF OLD SIX MILE ROAD AND THE LAWRENCE CHAPEL UNITED METHODIST CHURCH,
 ED3297'TURN LEFT ON OLD SIX MILE ROAD, THEN RIGHT INTO THE CHURCH PARKING
 ED3297'LOT TO THE STATION AT THE EDGE OF A CEMETERY.
 ED3297'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3297'PARKING LOT, 53.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A SUNDAY
 ED3297'SCHOOL BUILDING, 48.6 FEET SOUTH SOUTHWEST OF A LIGHT POLE, 34.0 FEET
 ED3297'NORTHWEST OF A 30-INCH OAK TREE, 2.0 FEET NORTH NORTHWEST OF THE
 ED3297'NORTHEAST CORNER OF A LOW GRANITE WALL SURROUNDING THE GRAVES OF THE
 ED3297'WILLIAM B. LAWRENCE FAMILY, 17.3 FEET EAST OF THE NORTHEAST CORNER OF
 ED3297'A HEADSTONE (EDNA F. LAWRENCE).
 ED3297'DESCRIBED BY D.L. FERGUSON.
 ED3297
 ED3297                          STATION RECOVERY (1991)
 ED3297
 ED3297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3297'RECOVERED IN GOOD CONDITION.
 ED3297
 ED3297                          STATION RECOVERY (1991)
 ED3297
 ED3297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3297'RECOVERED AS DESCRIBED IN L252471.
 ED3297
 ED3297                          STATION RECOVERY (1992)
 ED3297
 ED3297'RECOVERED 1992
 ED3297'RECOVERED IN GOOD CONDITION.
 ED3297
 ED3297                          STATION RECOVERY (2005)
 ED3297
 ED3297'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL)
 ED3297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3298 ***********************************************************************
 ED3298  DESIGNATION -  39 070
 ED3298  PID         -  ED3298
 ED3298  STATE/COUNTY-  SC/PICKENS
 ED3298  USGS QUAD   -  SIX MILE (1980)
 ED3298
 ED3298                         *CURRENT SURVEY CONTROL
 ED3298  ___________________________________________________________________
 ED3298* NAD 83(1986)-  34 45 23.     (N)    082 50 02.     (W)     SCALED    
 ED3298* NAVD 88     -       301.495  (meters)     989.15   (feet)  ADJUSTED  
 ED3298  ___________________________________________________________________
 ED3298  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED3298  DYNAMIC HT  -         301.181 (meters)     988.12  (feet)  COMP
 ED3298  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 ED3298
 ED3298  VERT ORDER  -  FIRST     CLASS II
 ED3298
 ED3298.The horizontal coordinates were scaled from a topographic map and have
 ED3298.an estimated accuracy of +/- 6 seconds.
 ED3298
 ED3298.The orthometric height was determined by differential leveling
 ED3298.and adjusted by the National Geodetic Survey in August 1993..
 ED3298
 ED3298.The geoid height was determined by GEOID03.
 ED3298
 ED3298.The dynamic height is computed by dividing the NAVD 88
 ED3298.geopotential number by the normal gravity value computed on the
 ED3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3298.degrees latitude (g = 980.6199 gals.).
 ED3298
 ED3298.The modeled gravity was interpolated from observed gravity values.
 ED3298
 ED3298;                    North         East    Units  Estimated Accuracy
 ED3298;SPC SC       -   325,660.      441,710.      MT  (+/- 180 meters Scaled)
 ED3298
 ED3298                          SUPERSEDED SURVEY CONTROL
 ED3298
 ED3298  NGVD 29 (12/12/91)  301.554  (m)          989.35   (f) ADJUSTED    1 2
 ED3298
 ED3298.Superseded values are not recommended for survey control.
 ED3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3298.See file dsdata.txt to determine how the superseded data were derived.
 ED3298
 ED3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU321475(NAD 83)
 ED3298_MARKER: DD = SURVEY DISK
 ED3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3298_SP_SET: CONCRETE POST
 ED3298_STAMPING: 39 070 1989
 ED3298_MARK LOGO: SCGS  
 ED3298_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3298+STABILITY: SURFACE MOTION
 ED3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3298+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3298
 ED3298  HISTORY     - Date     Condition        Report By
 ED3298  HISTORY     - 1989     MONUMENTED       SCGS
 ED3298  HISTORY     - 20050326 GOOD             USPSQD
 ED3298
 ED3298                          STATION DESCRIPTION
 ED3298
 ED3298'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3298'STATION IS LOCATED 3.55 MILES SOUTH SOUTHWEST OF SIX MILE AND 4.55
 ED3298'MILES WEST OF NORRIS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3298'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3298'803-737-1350.
 ED3298'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 133 AND
 ED3298'137 IN SIX MILE, GO SOUTH ON HIGHWAY 133 FOR 3.25 MILES TO THE
 ED3298'JUNCTION OF EVANS DRIVE AND THE STATION IN THE NORTHWEST ANGLE AT THE
 ED3298'ENTRANCE TO DEERTRACK SUBDIVISION.
 ED3298'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3298'HIGHWAY, 32.4 FEET WEST OF THE CENTER OF THE HIGHWAY, 37.8 FEET NORTH
 ED3298'OF THE CENTER OF EVANS DRIVE, 122.0 FEET SOUTHEAST OF THE SOUTHEAST
 ED3298'CORNER OF A VINYL-SIDED HOUSE, 183.0 FEET SOUTH OF A POWER POLE WITH
 ED3298'A SCGS REFERENCE WASHER ATTACHED, 13.7 FEET WEST NORTHWEST OF A
 ED3298'WITNESS POST.
 ED3298'DESCRIBED BY D.L. FERGUSON.
 ED3298
 ED3298                          STATION RECOVERY (2005)
 ED3298
 ED3298'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTH)
 ED3298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3299 ***********************************************************************
 ED3299  DESIGNATION -  39 071
 ED3299  PID         -  ED3299
 ED3299  STATE/COUNTY-  SC/PICKENS
 ED3299  USGS QUAD   -  SIX MILE (1980)
 ED3299
 ED3299                         *CURRENT SURVEY CONTROL
 ED3299  ___________________________________________________________________
 ED3299* NAD 83(1986)-  34 47 31.     (N)    082 49 03.     (W)     SCALED    
 ED3299* NAVD 88     -       312.880  (meters)    1026.51   (feet)  ADJUSTED  
 ED3299  ___________________________________________________________________
 ED3299  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED3299  DYNAMIC HT  -         312.554 (meters)    1025.44  (feet)  COMP
 ED3299  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 ED3299
 ED3299  VERT ORDER  -  FIRST     CLASS II
 ED3299
 ED3299.The horizontal coordinates were scaled from a topographic map and have
 ED3299.an estimated accuracy of +/- 6 seconds.
 ED3299
 ED3299.The orthometric height was determined by differential leveling
 ED3299.and adjusted by the National Geodetic Survey in August 1993..
 ED3299
 ED3299.The geoid height was determined by GEOID03.
 ED3299
 ED3299.The dynamic height is computed by dividing the NAVD 88
 ED3299.geopotential number by the normal gravity value computed on the
 ED3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3299.degrees latitude (g = 980.6199 gals.).
 ED3299
 ED3299.The modeled gravity was interpolated from observed gravity values.
 ED3299
 ED3299;                    North         East    Units  Estimated Accuracy
 ED3299;SPC SC       -   329,580.      443,280.      MT  (+/- 180 meters Scaled)
 ED3299
 ED3299                          SUPERSEDED SURVEY CONTROL
 ED3299
 ED3299  NGVD 29 (12/12/91)  312.938  (m)         1026.70   (f) ADJUSTED    1 2
 ED3299
 ED3299.Superseded values are not recommended for survey control.
 ED3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3299.See file dsdata.txt to determine how the superseded data were derived.
 ED3299
 ED3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU337514(NAD 83)
 ED3299_MARKER: DD = SURVEY DISK
 ED3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3299_SP_SET: CONCRETE POST
 ED3299_STAMPING: 39 071 1989
 ED3299_MARK LOGO: SCGS  
 ED3299_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3299+STABILITY: SURFACE MOTION
 ED3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3299+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3299
 ED3299  HISTORY     - Date     Condition        Report By
 ED3299  HISTORY     - 1989     MONUMENTED       SCGS
 ED3299
 ED3299                          STATION DESCRIPTION
 ED3299
 ED3299'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3299'STATION IS LOCATED 1.1 MILES SOUTH OF SIX MILE.  OWNERSHIP--SCDHPT,
 ED3299'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,
 ED3299'PHONE-803-737-1350.
 ED3299'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 133 AND
 ED3299'137 IN SIX MILE, GO SOUTH ON HIGHWAY 133 FOR 0.65 MILE TO THE
 ED3299'JUNCTION OF OLD CEDAR LANE AND THE STATION NEAR A FENCE CORNER IN THE
 ED3299'NORTHWEST ANGLE.
 ED3299'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3299'HIGHWAY, 30.0 FEET WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 24.0
 ED3299'FEET NORTH NORTHEAST OF THE CENTER OF OLD CEDAR LANE, 5.3 FEET
 ED3299'NORTHEAST OF THE FENCE CORNER, 2.4 FEET EAST SOUTHEAST OF A WITNESS
 ED3299'POST.
 ED3299'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3300 ***********************************************************************
 ED3300  DESIGNATION -  39 072
 ED3300  PID         -  ED3300
 ED3300  STATE/COUNTY-  SC/PICKENS
 ED3300  USGS QUAD   -  SIX MILE (1980)
 ED3300
 ED3300                         *CURRENT SURVEY CONTROL
 ED3300  ___________________________________________________________________
 ED3300* NAD 83(1986)-  34 48 02.     (N)    082 49 00.     (W)     SCALED    
 ED3300* NAVD 88     -       318.664  (meters)    1045.48   (feet)  ADJUSTED  
 ED3300  ___________________________________________________________________
 ED3300  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED3300  DYNAMIC HT  -         318.332 (meters)    1044.39  (feet)  COMP
 ED3300  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 ED3300
 ED3300  VERT ORDER  -  FIRST     CLASS II
 ED3300
 ED3300.The horizontal coordinates were scaled from a topographic map and have
 ED3300.an estimated accuracy of +/- 6 seconds.
 ED3300
 ED3300.The orthometric height was determined by differential leveling
 ED3300.and adjusted by the National Geodetic Survey in August 1993..
 ED3300
 ED3300.The geoid height was determined by GEOID03.
 ED3300
 ED3300.The dynamic height is computed by dividing the NAVD 88
 ED3300.geopotential number by the normal gravity value computed on the
 ED3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3300.degrees latitude (g = 980.6199 gals.).
 ED3300
 ED3300.The modeled gravity was interpolated from observed gravity values.
 ED3300
 ED3300;                    North         East    Units  Estimated Accuracy
 ED3300;SPC SC       -   330,530.      443,370.      MT  (+/- 180 meters Scaled)
 ED3300
 ED3300                          SUPERSEDED SURVEY CONTROL
 ED3300
 ED3300  NGVD 29 (12/12/91)  318.721  (m)         1045.67   (f) ADJUSTED    1 2
 ED3300
 ED3300.Superseded values are not recommended for survey control.
 ED3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3300.See file dsdata.txt to determine how the superseded data were derived.
 ED3300
 ED3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU338524(NAD 83)
 ED3300_MARKER: DD = SURVEY DISK
 ED3300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3300_SP_SET: CONCRETE POST
 ED3300_STAMPING: 39 072 1989
 ED3300_MARK LOGO: SCGS  
 ED3300_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3300+STABILITY: SURFACE MOTION
 ED3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3300+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3300
 ED3300  HISTORY     - Date     Condition        Report By
 ED3300  HISTORY     - 1989     MONUMENTED       SCGS
 ED3300
 ED3300                          STATION DESCRIPTION
 ED3300
 ED3300'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3300'STATION IS LOCATED NEAR A FENCE CORNER IN THE SOUTH ANGLE (VEE) OF THE
 ED3300'SOUTH JUNCTION OF STATE HIGHWAYS 133 AND 137 IN SIX MILE.
 ED3300'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3300'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3300'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 ED3300'HIGHWAY 133, 38.5 FEET EAST OF THE CENTER OF HIGHWAY 133, 68.0 FEET
 ED3300'SOUTHWEST OF THE CENTER OF HIGHWAY 137, 10.0 FEET NORTH OF THE FENCE
 ED3300'CORNER, 13.6 FEET WEST NORTHWEST OF A WITNESS POST.
 ED3300'NOTE-STATION IS INTERVISIBLE WITH STATION 39 073.
 ED3300'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3301 ***********************************************************************
 ED3301  DESIGNATION -  39 073
 ED3301  PID         -  ED3301
 ED3301  STATE/COUNTY-  SC/PICKENS
 ED3301  USGS QUAD   -  SIX MILE (1980)
 ED3301
 ED3301                         *CURRENT SURVEY CONTROL
 ED3301  ___________________________________________________________________
 ED3301* NAD 83(1986)-  34 48 28.     (N)    082 49 15.     (W)     SCALED    
 ED3301* NAVD 88     -       313.906  (meters)    1029.87   (feet)  ADJUSTED  
 ED3301  ___________________________________________________________________
 ED3301  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED3301  DYNAMIC HT  -         313.579 (meters)    1028.80  (feet)  COMP
 ED3301  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 ED3301
 ED3301  VERT ORDER  -  FIRST     CLASS II
 ED3301
 ED3301.The horizontal coordinates were scaled from a topographic map and have
 ED3301.an estimated accuracy of +/- 6 seconds.
 ED3301
 ED3301.The orthometric height was determined by differential leveling
 ED3301.and adjusted by the National Geodetic Survey in August 1993..
 ED3301
 ED3301.The geoid height was determined by GEOID03.
 ED3301
 ED3301.The dynamic height is computed by dividing the NAVD 88
 ED3301.geopotential number by the normal gravity value computed on the
 ED3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3301.degrees latitude (g = 980.6199 gals.).
 ED3301
 ED3301.The modeled gravity was interpolated from observed gravity values.
 ED3301
 ED3301;                    North         East    Units  Estimated Accuracy
 ED3301;SPC SC       -   331,340.      443,000.      MT  (+/- 180 meters Scaled)
 ED3301
 ED3301                          SUPERSEDED SURVEY CONTROL
 ED3301
 ED3301  NGVD 29 (12/12/91)  313.964  (m)         1030.06   (f) ADJUSTED    1 2
 ED3301
 ED3301.Superseded values are not recommended for survey control.
 ED3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3301.See file dsdata.txt to determine how the superseded data were derived.
 ED3301
 ED3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU334532(NAD 83)
 ED3301_MARKER: DD = SURVEY DISK
 ED3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3301_SP_SET: CONCRETE POST
 ED3301_STAMPING: 39 073 1989
 ED3301_MARK LOGO: SCGS  
 ED3301_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3301+STABILITY: SURFACE MOTION
 ED3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3301+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3301
 ED3301  HISTORY     - Date     Condition        Report By
 ED3301  HISTORY     - 1989     MONUMENTED       SCGS
 ED3301
 ED3301                          STATION DESCRIPTION
 ED3301
 ED3301'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3301'STATION IS LOCATED IN THE VEE OF THE NORTH JUNCTION OF STATE HIGHWAYS
 ED3301'133 AND 137 IN SIX MILE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3301'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,
 ED3301'PHONE-803-737-1350.
 ED3301'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 ED3301'HIGHWAY 133, 26.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY 133, 48.8
 ED3301'FEET WEST OF THE CENTER OF HIGHWAY 137, 18.7 FEET NORTHWEST OF THE
 ED3301'CENTER OF A CATCH BASIN MANHOLE, 8.7 FEET SOUTH SOUTHEAST OF A
 ED3301'WITNESS POST.
 ED3301'NOTE-STATION IS INTERVISIBLE WITH STATION 39 072.
 ED3301'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3302 ***********************************************************************
 ED3302  DESIGNATION -  39 074
 ED3302  PID         -  ED3302
 ED3302  STATE/COUNTY-  SC/PICKENS
 ED3302  USGS QUAD   -  SIX MILE (1980)
 ED3302
 ED3302                         *CURRENT SURVEY CONTROL
 ED3302  ___________________________________________________________________
 ED3302* NAD 83(1986)-  34 48 42.     (N)    082 49 29.     (W)     SCALED    
 ED3302* NAVD 88     -       307.492  (meters)    1008.83   (feet)  ADJUSTED  
 ED3302  ___________________________________________________________________
 ED3302  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED3302  DYNAMIC HT  -         307.171 (meters)    1007.78  (feet)  COMP
 ED3302  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 ED3302
 ED3302  VERT ORDER  -  FIRST     CLASS II
 ED3302
 ED3302.The horizontal coordinates were scaled from a topographic map and have
 ED3302.an estimated accuracy of +/- 6 seconds.
 ED3302
 ED3302.The orthometric height was determined by differential leveling
 ED3302.and adjusted by the National Geodetic Survey in August 1993..
 ED3302
 ED3302.The geoid height was determined by GEOID03.
 ED3302
 ED3302.The dynamic height is computed by dividing the NAVD 88
 ED3302.geopotential number by the normal gravity value computed on the
 ED3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3302.degrees latitude (g = 980.6199 gals.).
 ED3302
 ED3302.The modeled gravity was interpolated from observed gravity values.
 ED3302
 ED3302;                    North         East    Units  Estimated Accuracy
 ED3302;SPC SC       -   331,780.      442,650.      MT  (+/- 180 meters Scaled)
 ED3302
 ED3302                          SUPERSEDED SURVEY CONTROL
 ED3302
 ED3302  NGVD 29 (12/12/91)  307.549  (m)         1009.02   (f) ADJUSTED    1 2
 ED3302
 ED3302.Superseded values are not recommended for survey control.
 ED3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3302.See file dsdata.txt to determine how the superseded data were derived.
 ED3302
 ED3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU331536(NAD 83)
 ED3302_MARKER: DD = SURVEY DISK
 ED3302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3302_SP_SET: CONCRETE POST
 ED3302_STAMPING: 39 074 1989
 ED3302_MARK LOGO: SCGS  
 ED3302_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3302+STABILITY: SURFACE MOTION
 ED3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3302+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 ED3302
 ED3302  HISTORY     - Date     Condition        Report By
 ED3302  HISTORY     - 1989     MONUMENTED       SCGS
 ED3302  HISTORY     - 19910611 GOOD             SCGS
 ED3302
 ED3302                          STATION DESCRIPTION
 ED3302
 ED3302'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3302'STATION IS LOCATED IN SIX MILE.  OWNERSHIP--MOUNT OLIVET WESLEYAN
 ED3302'CHURCH.
 ED3302'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 133 AND
 ED3302'137 IN THE CENTER OF SIX MILE, GO NORTHWEST ON HIGHWAY 133 FOR 0.4
 ED3302'MILE TO THE MOUNT OLIVET WESLEYAN CHURCH, TURN RIGHT INTO THE CHURCH
 ED3302'PARKING LOT FOR 0.05 MILE TO HIGH GROUND AND THE STATION ON THE LEFT
 ED3302'NEAR THE EDGE OF A CEMETERY.
 ED3302'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3302'PARKING LOT, 2.3 FEET SOUTH OF THE SOUTHEAST CORNER OF A LOW GRANITE
 ED3302'WALL SURROUNDING THE GRAVES OF THE VADA B. MILLER FAMILY, 9.1 FEET
 ED3302'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A HEADSTONE (MILDRED L.
 ED3302'MILLER), 53.6 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE
 ED3302'CHURCH, 73.5 FEET WEST SOUTHWEST OF A LIGHT POLE.
 ED3302'DESCRIBED BY D.L. FERGUSON.
 ED3302
 ED3302                          STATION RECOVERY (1991)
 ED3302
 ED3302'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3303 ***********************************************************************
 ED3303  DESIGNATION -  39 075
 ED3303  PID         -  ED3303
 ED3303  STATE/COUNTY-  SC/PICKENS
 ED3303  USGS QUAD   -  SIX MILE (1980)
 ED3303
 ED3303                         *CURRENT SURVEY CONTROL
 ED3303  ___________________________________________________________________
 ED3303* NAD 83(2001)-  34 49 12.89695(N)    082 50 12.01218(W)     ADJUSTED  
 ED3303* NAVD 88     -       319.439  (meters)    1048.03   (feet)  ADJUSTED  
 ED3303  ___________________________________________________________________
 ED3303  X           -     653,677.646 (meters)                     COMP
 ED3303  Y           -  -5,201,159.992 (meters)                     COMP
 ED3303  Z           -   3,621,678.689 (meters)                     COMP
 ED3303  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ED3303  ELLIP HEIGHT-         288.45  (meters)          (03/27/03) GPS OBS
 ED3303  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED3303  DYNAMIC HT  -         319.106 (meters)    1046.93  (feet)  COMP
 ED3303  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 ED3303
 ED3303  HORZ ORDER  -  FIRST
 ED3303  VERT ORDER  -  FIRST     CLASS II
 ED3303  ELLP ORDER  -  FOURTH    CLASS II
 ED3303
 ED3303.The horizontal coordinates were established by GPS observations
 ED3303.and adjusted by the National Geodetic Survey in March 2003..
 ED3303
 ED3303.The orthometric height was determined by differential leveling
 ED3303.and adjusted by the National Geodetic Survey in August 1993..
 ED3303
 ED3303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3303
 ED3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3303
 ED3303.The ellipsoidal height was determined by GPS observations
 ED3303.and is referenced to NAD 83.
 ED3303
 ED3303.The geoid height was determined by GEOID03.
 ED3303
 ED3303.The dynamic height is computed by dividing the NAVD 88
 ED3303.geopotential number by the normal gravity value computed on the
 ED3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3303.degrees latitude (g = 980.6199 gals.).
 ED3303
 ED3303.The modeled gravity was interpolated from observed gravity values.
 ED3303
 ED3303;                    North         East     Units Scale Factor Converg.
 ED3303;SPC SC       -   332,747.777   441,577.544   MT  0.99999538   -1 01 05.7
 ED3303;SPC SC       - 1,091,692.18  1,448,745.22   iFT  0.99999538   -1 01 05.7
 ED3303;UTM  17      - 3,854,647.298   332,025.041   MT  0.99994777   -1 02 56.4
 ED3303
 ED3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3303!SPC SC       -   0.99995472  x   0.99999538  =   0.99995010
 ED3303!UTM  17      -   0.99995472  x   0.99994777  =   0.99990250
 ED3303
 ED3303:                Primary Azimuth Mark                     Grid Az
 ED3303:SPC SC       -  39 076                                   347 39 51.9
 ED3303:UTM  17      -  39 076                                   347 41 42.6
 ED3303
 ED3303|---------------------------------------------------------------------|
 ED3303| PID    Reference Object                     Distance      Geod. Az  |
 ED3303|                                                           dddmmss.s |
 ED3303| ED3304 39 076                              APPROX. 1.3 KM 3463846.2 |
 ED3303|---------------------------------------------------------------------|
 ED3303
 ED3303                          SUPERSEDED SURVEY CONTROL
 ED3303
 ED3303  NAD 83(1995)-  34 49 12.89646(N)    082 50 12.01208(W) AD(       ) 1
 ED3303  ELLIP H (12/20/99)  288.43   (m)                       GP(       ) 4 1
 ED3303  NAD 83(1986)-  34 49 12.90417(N)    082 50 12.01122(W) AD(       ) 1
 ED3303  NGVD 29 (12/12/91)  319.497  (m)         1048.22   (f) ADJUSTED    1 2
 ED3303
 ED3303.Superseded values are not recommended for survey control.
 ED3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3303.See file dsdata.txt to determine how the superseded data were derived.
 ED3303
 ED3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3202554647(NAD 83)
 ED3303_MARKER: DD = SURVEY DISK
 ED3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3303_SP_SET: CONCRETE POST
 ED3303_STAMPING: 39 075 1989
 ED3303_MARK LOGO: SCGS  
 ED3303_PROJECTION: FLUSH
 ED3303_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3303+STABILITY: SURFACE MOTION
 ED3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3303+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED3303
 ED3303  HISTORY     - Date     Condition        Report By
 ED3303  HISTORY     - 1989     MONUMENTED       SCGS
 ED3303  HISTORY     - 19910611 GOOD             SCGS
 ED3303  HISTORY     - 19910805 GOOD             SCGS
 ED3303  HISTORY     - 19910805 GOOD             SCGS
 ED3303  HISTORY     - 19920116 GOOD
 ED3303  HISTORY     - 20060318 GOOD             USPSQD
 ED3303
 ED3303                          STATION DESCRIPTION
 ED3303
 ED3303'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3303'STATION IS LOCATED 1.3 MILES NORTHWEST OF SIX MILE. OWNERSHIP--SCDHPT,
 ED3303'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3303'803-737-1350.
 ED3303'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 133 AND 183
 ED3303'(2.0 MILES NORTHWEST OF SIX MILE), GO SOUTH ON HIGHWAY 133 FOR 0.85
 ED3303'MILE TO THE STATION ON THE LEFT IN LINE WITH A NORTHEAST-SOUTHWEST
 ED3303'FENCE LINE SEPARATING TWO FIELDS.
 ED3303'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE
 ED3303'THE HIGHWAY, 29.3 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 3.3
 ED3303'FEET SOUTHWEST OF METAL CORNER POST OF THE FENCE, 80.0 FEET NORTHWEST
 ED3303'OF A WOODEN FENCE POST WITH A SCGS REFERENCE WASTER ATTACHED, 12.0
 ED3303'FEET SOUTH SOUTHEAST OF A WITNESS POST.
 ED3303'DESCRIBED BY D.L. FERGUSON.
 ED3303
 ED3303                          STATION RECOVERY (1991)
 ED3303
 ED3303'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3303'RECOVERED IN GOOD CONDITION.
 ED3303
 ED3303                          STATION RECOVERY (1991)
 ED3303
 ED3303'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3303'RECOVERED IN GOOD CONDITION.
 ED3303
 ED3303                          STATION RECOVERY (1991)
 ED3303
 ED3303'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3303'RECOVERED AS DESCRIBED IN L252471.
 ED3303
 ED3303                          STATION RECOVERY (1992)
 ED3303
 ED3303'RECOVERED 1992
 ED3303'RECOVERED IN GOOD CONDITION.
 ED3303
 ED3303                          STATION RECOVERY (2006)
 ED3303
 ED3303'RECOVERY NOTE BY US POWER SQUADRON 2006 (WTH)
 ED3303'NO WITNESS POST FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3304 ***********************************************************************
 ED3304  DESIGNATION -  39 076
 ED3304  PID         -  ED3304
 ED3304  STATE/COUNTY-  SC/PICKENS
 ED3304  USGS QUAD   -  SIX MILE (1980)
 ED3304
 ED3304                         *CURRENT SURVEY CONTROL
 ED3304  ___________________________________________________________________
 ED3304* NAD 83(2001)-  34 49 54.74967(N)    082 50 24.06119(W)     ADJUSTED  
 ED3304* NAVD 88     -       326.368  (meters)    1070.76   (feet)  ADJUSTED  
 ED3304  ___________________________________________________________________
 ED3304  X           -     653,282.721 (meters)                     COMP
 ED3304  Y           -  -5,200,472.982 (meters)                     COMP
 ED3304  Z           -   3,622,741.428 (meters)                     COMP
 ED3304  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ED3304  ELLIP HEIGHT-         295.39  (meters)          (03/27/03) GPS OBS
 ED3304  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED3304  DYNAMIC HT  -         326.029 (meters)    1069.65  (feet)  COMP
 ED3304  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 ED3304
 ED3304  HORZ ORDER  -  FIRST
 ED3304  VERT ORDER  -  FIRST     CLASS II
 ED3304  ELLP ORDER  -  FOURTH    CLASS II
 ED3304
 ED3304.The horizontal coordinates were established by GPS observations
 ED3304.and adjusted by the National Geodetic Survey in March 2003..
 ED3304
 ED3304.The orthometric height was determined by differential leveling
 ED3304.and adjusted by the National Geodetic Survey in August 1993..
 ED3304
 ED3304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3304
 ED3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3304
 ED3304.The ellipsoidal height was determined by GPS observations
 ED3304.and is referenced to NAD 83.
 ED3304
 ED3304.The geoid height was determined by GEOID03.
 ED3304
 ED3304.The dynamic height is computed by dividing the NAVD 88
 ED3304.geopotential number by the normal gravity value computed on the
 ED3304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3304.degrees latitude (g = 980.6199 gals.).
 ED3304
 ED3304.The modeled gravity was interpolated from observed gravity values.
 ED3304
 ED3304;                    North         East     Units Scale Factor Converg.
 ED3304;SPC SC       -   334,042.747   441,294.352   MT  0.99999948   -1 01 12.4
 ED3304;SPC SC       - 1,095,940.77  1,447,816.12   iFT  0.99999948   -1 01 12.4
 ED3304;UTM  17      - 3,855,942.357   331,742.562   MT  0.99994894   -1 03 04.4
 ED3304
 ED3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3304!SPC SC       -   0.99995363  x   0.99999948  =   0.99995311
 ED3304!UTM  17      -   0.99995363  x   0.99994894  =   0.99990258
 ED3304
 ED3304:                Primary Azimuth Mark                     Grid Az
 ED3304:SPC SC       -  39 075                                   167 39 51.7
 ED3304:UTM  17      -  39 075                                   167 41 43.7
 ED3304
 ED3304|---------------------------------------------------------------------|
 ED3304| PID    Reference Object                     Distance      Geod. Az  |
 ED3304|                                                           dddmmss.s |
 ED3304| ED3303 39 075                              APPROX. 1.3 KM 1663839.3 |
 ED3304|---------------------------------------------------------------------|
 ED3304
 ED3304                          SUPERSEDED SURVEY CONTROL
 ED3304
 ED3304  NAD 83(1995)-  34 49 54.74916(N)    082 50 24.06109(W) AD(       ) 1
 ED3304  ELLIP H (12/20/99)  295.37   (m)                       GP(       ) 4 1
 ED3304  NAD 83(1986)-  34 49 54.75687(N)    082 50 24.06022(W) AD(       ) 1
 ED3304  NGVD 29 (12/12/91)  326.426  (m)         1070.95   (f) ADJUSTED    1 2
 ED3304
 ED3304.Superseded values are not recommended for survey control.
 ED3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3304.See file dsdata.txt to determine how the superseded data were derived.
 ED3304
 ED3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3174355942(NAD 83)
 ED3304_MARKER: DD = SURVEY DISK
 ED3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3304_SP_SET: CONCRETE POST
 ED3304_STAMPING: 39 076 1989
 ED3304_MARK LOGO: SCGS  
 ED3304_PROJECTION: FLUSH
 ED3304_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3304+STABILITY: SURFACE MOTION
 ED3304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3304+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED3304
 ED3304  HISTORY     - Date     Condition        Report By
 ED3304  HISTORY     - 1989     MONUMENTED       SCGS
 ED3304  HISTORY     - 19910611 GOOD             SCGS
 ED3304  HISTORY     - 19910805 GOOD             SCGS
 ED3304  HISTORY     - 19910805 GOOD             SCGS
 ED3304  HISTORY     - 19920116 GOOD
 ED3304  HISTORY     - 20060318 GOOD             USPSQD
 ED3304
 ED3304                          STATION DESCRIPTION
 ED3304
 ED3304'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3304'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 ED3304'HIGHWAYS 133 (MOUNT OLIVET ROAD) AND 183 (WALHALLA HIGHWAY), 2.0
 ED3304'MILES NORTHWEST OF SIX MILE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3304'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3304'803-737-1350.
 ED3304'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 ED3304'THE HIGHWAYS, 41.0 FEET EAST OF THE CENTER OF HIGHWAY 133, 35.5 FEET
 ED3304'SOUTH OF THE CENTER OF HIGHWAY 183, 17.1 FEET SOUTHWEST OF A
 ED3304'TELEPHONE JUNCTION BOX 72W, 13.6 FEET WEST SOUTHWEST OF A TELEPHONE
 ED3304'JUNCTION BOX 72W2, 85.7 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER
 ED3304'OF A WOODEN FRAME HOUSE, 15.2 FEET SOUTHEAST OF A WITNESS POST.
 ED3304'DESCRIBED BY D.L. FERGUSON.
 ED3304
 ED3304                          STATION RECOVERY (1991)
 ED3304
 ED3304'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3304'RECOVERED IN GOOD CONDITION.
 ED3304
 ED3304                          STATION RECOVERY (1991)
 ED3304
 ED3304'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3304'RECOVERED IN GOOD CONDITION.
 ED3304
 ED3304                          STATION RECOVERY (1991)
 ED3304
 ED3304'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3304'RECOVERED AS DESCRIBED IN L252471.
 ED3304
 ED3304                          STATION RECOVERY (1992)
 ED3304
 ED3304'RECOVERED 1992
 ED3304'RECOVERED IN GOOD CONDITION.
 ED3304
 ED3304                          STATION RECOVERY (2006)
 ED3304
 ED3304'RECOVERY NOTE BY US POWER SQUADRON 2006 (WTH)
 ED3304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3305 ***********************************************************************
 ED3305  DESIGNATION -  39 077
 ED3305  PID         -  ED3305
 ED3305  STATE/COUNTY-  SC/PICKENS
 ED3305  USGS QUAD   -  SIX MILE (1980)
 ED3305
 ED3305                         *CURRENT SURVEY CONTROL
 ED3305  ___________________________________________________________________
 ED3305* NAD 83(1986)-  34 50 29.     (N)    082 49 29.     (W)     SCALED    
 ED3305* NAVD 88     -       334.815  (meters)    1098.47   (feet)  ADJUSTED  
 ED3305  ___________________________________________________________________
 ED3305  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED3305  DYNAMIC HT  -         334.466 (meters)    1097.33  (feet)  COMP
 ED3305  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 ED3305
 ED3305  VERT ORDER  -  FIRST     CLASS II
 ED3305
 ED3305.The horizontal coordinates were scaled from a topographic map and have
 ED3305.an estimated accuracy of +/- 6 seconds.
 ED3305
 ED3305.The orthometric height was determined by differential leveling
 ED3305.and adjusted by the National Geodetic Survey in August 1993..
 ED3305
 ED3305.The geoid height was determined by GEOID03.
 ED3305
 ED3305.The dynamic height is computed by dividing the NAVD 88
 ED3305.geopotential number by the normal gravity value computed on the
 ED3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3305.degrees latitude (g = 980.6199 gals.).
 ED3305
 ED3305.The modeled gravity was interpolated from observed gravity values.
 ED3305
 ED3305;                    North         East    Units  Estimated Accuracy
 ED3305;SPC SC       -   335,070.      442,710.      MT  (+/- 180 meters Scaled)
 ED3305
 ED3305                          SUPERSEDED SURVEY CONTROL
 ED3305
 ED3305  NGVD 29 (12/12/91)  334.873  (m)         1098.66   (f) ADJUSTED    1 2
 ED3305
 ED3305.Superseded values are not recommended for survey control.
 ED3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3305.See file dsdata.txt to determine how the superseded data were derived.
 ED3305
 ED3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU331569(NAD 83)
 ED3305_MARKER: DD = SURVEY DISK
 ED3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3305_SP_SET: CONCRETE POST
 ED3305_STAMPING: 39 077 1989
 ED3305_MARK LOGO: SCGS  
 ED3305_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3305+STABILITY: SURFACE MOTION
 ED3305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3305+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3305
 ED3305  HISTORY     - Date     Condition        Report By
 ED3305  HISTORY     - 1989     MONUMENTED       SCGS
 ED3305
 ED3305                          STATION DESCRIPTION
 ED3305
 ED3305'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3305'STATION IS LOCATED 2.35 MILES NORTH OF SIX MILE.  OWNERSHIP--MISS
 ED3305'HATTIE N. DUNCAN, 666 WALHALLA HIGHWAY, SIX MILE, SC 29682, PHONE
 ED3305'803-878-9149 (SALLY SMITH).
 ED3305'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 133 AND 183
 ED3305'(2.0 MILES NORTHWEST OF SIX MILE), GO NORTHEAST ON HIGHWAY 183 FOR
 ED3305'1.15 MILES TO THE STATION ON THE LEFT NEAR A POWER POLE WITH
 ED3305'TRANSFORMER AND GUY WIRE.
 ED3305'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3305'HIGHWAY, 3.0 FEET NORTH OF THE POWER POLE, 53.4 FEET NORTH NORTHWEST
 ED3305'OF THE CENTER OF THE HIGHWAY, 31.6 FEET NORTHWEST OF A FIRE HYDRANT,
 ED3305'78.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST WING OF A
 ED3305'WOODEN FRAME HOUSE, 17.3 FEET WEST SOUTHWEST OF A FENCE LINE.
 ED3305'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3306 ***********************************************************************
 ED3306  DESIGNATION -  39 078
 ED3306  PID         -  ED3306
 ED3306  STATE/COUNTY-  SC/PICKENS
 ED3306  USGS QUAD   -  SIX MILE (1980)
 ED3306
 ED3306                         *CURRENT SURVEY CONTROL
 ED3306  ___________________________________________________________________
 ED3306* NAD 83(2001)-  34 50 47.65070(N)    082 48 31.81310(W)     ADJUSTED  
 ED3306* NAVD 88     -       350.213  (meters)    1148.99   (feet)  ADJUSTED  
 ED3306  ___________________________________________________________________
 ED3306  X           -     655,998.555 (meters)                     COMP
 ED3306  Y           -  -5,199,212.100 (meters)                     COMP
 ED3306  Z           -   3,624,093.111 (meters)                     COMP
 ED3306  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 ED3306  ELLIP HEIGHT-         319.23  (meters)          (03/27/03) GPS OBS
 ED3306  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED3306  DYNAMIC HT  -         349.848 (meters)    1147.79  (feet)  COMP
 ED3306  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 ED3306
 ED3306  HORZ ORDER  -  FIRST
 ED3306  VERT ORDER  -  FIRST     CLASS II
 ED3306  ELLP ORDER  -  FOURTH    CLASS II
 ED3306
 ED3306.The horizontal coordinates were established by GPS observations
 ED3306.and adjusted by the National Geodetic Survey in March 2003..
 ED3306
 ED3306.The orthometric height was determined by differential leveling
 ED3306.and adjusted by the National Geodetic Survey in August 1993..
 ED3306
 ED3306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3306
 ED3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3306
 ED3306.The ellipsoidal height was determined by GPS observations
 ED3306.and is referenced to NAD 83.
 ED3306
 ED3306.The geoid height was determined by GEOID03.
 ED3306
 ED3306.The dynamic height is computed by dividing the NAVD 88
 ED3306.geopotential number by the normal gravity value computed on the
 ED3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3306.degrees latitude (g = 980.6199 gals.).
 ED3306
 ED3306.The modeled gravity was interpolated from observed gravity values.
 ED3306
 ED3306;                    North         East     Units Scale Factor Converg.
 ED3306;SPC SC       -   335,622.352   444,174.614   MT  1.00000473   -1 00 10.1
 ED3306;SPC SC       - 1,101,123.20  1,457,265.79   iFT  1.00000473   -1 00 10.1
 ED3306;UTM  17      - 3,857,520.308   334,623.509   MT  0.99993709   -1 02 01.6
 ED3306
 ED3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3306!SPC SC       -   0.99994989  x   1.00000473  =   0.99995462
 ED3306!UTM  17      -   0.99994989  x   0.99993709  =   0.99988699
 ED3306
 ED3306                          SUPERSEDED SURVEY CONTROL
 ED3306
 ED3306  NAD 83(1995)-  34 50 47.65028(N)    082 48 31.81300(W) AD(       ) 1
 ED3306  ELLIP H (12/20/99)  319.22   (m)                       GP(       ) 4 1
 ED3306  NAD 83(1986)-  34 50 47.65789(N)    082 48 31.81242(W) AD(       ) 1
 ED3306  NGVD 29 (12/12/91)  350.272  (m)         1149.18   (f) ADJUSTED    1 2
 ED3306
 ED3306.Superseded values are not recommended for survey control.
 ED3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3306.See file dsdata.txt to determine how the superseded data were derived.
 ED3306
 ED3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3462457520(NAD 83)
 ED3306_MARKER: DD = SURVEY DISK
 ED3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3306_SP_SET: CONCRETE POST
 ED3306_STAMPING: 39 078 1989
 ED3306_MARK LOGO: SCGS  
 ED3306_PROJECTION: FLUSH
 ED3306_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3306+STABILITY: SURFACE MOTION
 ED3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3306+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 ED3306
 ED3306  HISTORY     - Date     Condition        Report By
 ED3306  HISTORY     - 1989     MONUMENTED       SCGS
 ED3306  HISTORY     - 19910805 GOOD             SCGS
 ED3306  HISTORY     - 19910805 GOOD             SCGS
 ED3306  HISTORY     - 19920116 GOOD
 ED3306  HISTORY     - 20060318 GOOD             USPSQD
 ED3306
 ED3306                          STATION DESCRIPTION
 ED3306
 ED3306'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3306'STATION IS LOCATED NEAR A POWER POLE WITH TRANSFORMER AND GUY WIRE IN
 ED3306'THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 137 (SIX MILE
 ED3306'HIGHWAY) AND 183 (WALHALLA HIGHWAY), 2.75 MILES NORTH OF SIX MILE.
 ED3306'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3306'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3306'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 8.0 FEET ABOVE
 ED3306'HIGHWAY 183, 24.3 FEET NORTH OF THE POWER POLE, 3.0 FEET EAST
 ED3306'SOUTHEAST OF THE EYE OF THE GUY WIRE ANCHOR, 50.3 FEET SOUTH OF THE
 ED3306'CENTER OF HIGHWAY 183, 117.3 FEET WEST OF THE CENTER OF HIGHWAY 137,
 ED3306'19.7 FEET SOUTH SOUTHWEST OF A WITNESS POST.
 ED3306'DESCRIBED BY D.L. FERGUSON.
 ED3306
 ED3306                          STATION RECOVERY (1991)
 ED3306
 ED3306'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3306'RECOVERED IN GOOD CONDITION.
 ED3306
 ED3306                          STATION RECOVERY (1991)
 ED3306
 ED3306'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3306'RECOVERED AS DESCRIBED IN L252471.
 ED3306
 ED3306                          STATION RECOVERY (1992)
 ED3306
 ED3306'RECOVERED 1992
 ED3306'RECOVERED IN GOOD CONDITION.
 ED3306
 ED3306                          STATION RECOVERY (2006)
 ED3306
 ED3306'RECOVERY NOTE BY US POWER SQUADRON 2006 (MJS)
 ED3306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3307 ***********************************************************************
 ED3307  DESIGNATION -  39 079
 ED3307  PID         -  ED3307
 ED3307  STATE/COUNTY-  SC/PICKENS
 ED3307  USGS QUAD   -  SIX MILE (1980)
 ED3307
 ED3307                         *CURRENT SURVEY CONTROL
 ED3307  ___________________________________________________________________
 ED3307* NAD 83(1986)-  34 51 06.     (N)    082 47 31.     (W)     SCALED    
 ED3307* NAVD 88     -       322.427  (meters)    1057.83   (feet)  ADJUSTED  
 ED3307  ___________________________________________________________________
 ED3307  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 ED3307  DYNAMIC HT  -         322.091 (meters)    1056.73  (feet)  COMP
 ED3307  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 ED3307
 ED3307  VERT ORDER  -  FIRST     CLASS II
 ED3307
 ED3307.The horizontal coordinates were scaled from a topographic map and have
 ED3307.an estimated accuracy of +/- 6 seconds.
 ED3307
 ED3307.The orthometric height was determined by differential leveling
 ED3307.and adjusted by the National Geodetic Survey in August 1993..
 ED3307
 ED3307.The geoid height was determined by GEOID03.
 ED3307
 ED3307.The dynamic height is computed by dividing the NAVD 88
 ED3307.geopotential number by the normal gravity value computed on the
 ED3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3307.degrees latitude (g = 980.6199 gals.).
 ED3307
 ED3307.The modeled gravity was interpolated from observed gravity values.
 ED3307
 ED3307;                    North         East    Units  Estimated Accuracy
 ED3307;SPC SC       -   336,160.      445,730.      MT  (+/- 180 meters Scaled)
 ED3307
 ED3307                          SUPERSEDED SURVEY CONTROL
 ED3307
 ED3307  NGVD 29 (12/12/91)  322.485  (m)         1058.02   (f) ADJUSTED    1 2
 ED3307
 ED3307.Superseded values are not recommended for survey control.
 ED3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3307.See file dsdata.txt to determine how the superseded data were derived.
 ED3307
 ED3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU361580(NAD 83)
 ED3307_MARKER: DD = SURVEY DISK
 ED3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3307_SP_SET: CONCRETE POST
 ED3307_STAMPING: 39 079 1989
 ED3307_MARK LOGO: SCGS  
 ED3307_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3307+STABILITY: SURFACE MOTION
 ED3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3307+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3307
 ED3307  HISTORY     - Date     Condition        Report By
 ED3307  HISTORY     - 1989     MONUMENTED       SCGS
 ED3307
 ED3307                          STATION DESCRIPTION
 ED3307
 ED3307'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3307'STATION IS LOCATED 3.45 MILES NORTHEAST OF SIX MILE AND 5.25 MILES
 ED3307'SOUTHWEST OF PICKENS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3307'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3307'803-737-1350.
 ED3307'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 137 (SIX MILE
 ED3307'HIGHWAY) AND 183 (WALHALLA HIGHWAY), 2.75 MILES NORTH OF SIX MILE, GO
 ED3307'NORTHEAST ON HIGHWAY 183 FOR 1.0 MILE TO THE JUNCTION OF HOMESTEAD
 ED3307'ROAD AND THE STATION IN THE EAST ANGLE.
 ED3307'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3307'HIGHWAY, 34.9 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 18.5
 ED3307'FEET NORTHEAST OF THE CENTER OF THE ROAD, 72.7 FEET WEST NORTHWEST OF
 ED3307'THE NORTHWEST CORNER OF A WOODEN HOUSE, 41.2 FEET NORTHEAST OF A
 ED3307'POWER POLE NUMBER 16 WITH GUY WIRE, 16.2 FEET SOUTH OF A WITNESS
 ED3307'POST.
 ED3307'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3308 ***********************************************************************
 ED3308  DESIGNATION -  39 080
 ED3308  PID         -  ED3308
 ED3308  STATE/COUNTY-  SC/PICKENS
 ED3308  USGS QUAD   -  SIX MILE (1980)
 ED3308
 ED3308                         *CURRENT SURVEY CONTROL
 ED3308  ___________________________________________________________________
 ED3308* NAD 83(2001)-  34 51 32.81384(N)    082 46 52.61978(W)     ADJUSTED  
 ED3308* NAVD 88     -       333.277  (meters)    1093.43   (feet)  ADJUSTED  
 ED3308  ___________________________________________________________________
 ED3308  X           -     658,397.101 (meters)                     COMP
 ED3308  Y           -  -5,198,093.149 (meters)                     COMP
 ED3308  Z           -   3,625,225.582 (meters)                     COMP
 ED3308  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ED3308  ELLIP HEIGHT-         302.28  (meters)          (03/27/03) GPS OBS
 ED3308  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED3308  DYNAMIC HT  -         332.930 (meters)    1092.29  (feet)  COMP
 ED3308  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 ED3308
 ED3308  HORZ ORDER  -  FIRST
 ED3308  VERT ORDER  -  FIRST     CLASS II
 ED3308  ELLP ORDER  -  FOURTH    CLASS II
 ED3308
 ED3308.The horizontal coordinates were established by GPS observations
 ED3308.and adjusted by the National Geodetic Survey in March 2003..
 ED3308
 ED3308.The orthometric height was determined by differential leveling
 ED3308.and adjusted by the National Geodetic Survey in August 1993..
 ED3308
 ED3308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3308
 ED3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3308
 ED3308.The ellipsoidal height was determined by GPS observations
 ED3308.and is referenced to NAD 83.
 ED3308
 ED3308.The geoid height was determined by GEOID03.
 ED3308
 ED3308.The dynamic height is computed by dividing the NAVD 88
 ED3308.geopotential number by the normal gravity value computed on the
 ED3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3308.degrees latitude (g = 980.6199 gals.).
 ED3308
 ED3308.The modeled gravity was interpolated from observed gravity values.
 ED3308
 ED3308;                    North         East     Units Scale Factor Converg.
 ED3308;SPC SC       -   336,970.137   446,718.246   MT  1.00000927   -0 59 15.2
 ED3308;SPC SC       - 1,105,545.07  1,465,611.04   iFT  1.00000927   -0 59 15.2
 ED3308;UTM  17      - 3,858,866.622   337,167.676   MT  0.99992680   -1 01 06.0
 ED3308
 ED3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3308!SPC SC       -   0.99995255  x   1.00000927  =   0.99996182
 ED3308!UTM  17      -   0.99995255  x   0.99992680  =   0.99987936
 ED3308
 ED3308                          SUPERSEDED SURVEY CONTROL
 ED3308
 ED3308  NAD 83(1995)-  34 51 32.81389(N)    082 46 52.61979(W) AD(       ) 1
 ED3308  ELLIP H (12/20/99)  302.27   (m)                       GP(       ) 4 1
 ED3308  NAD 83(1986)-  34 51 32.82179(N)    082 46 52.62049(W) AD(       ) 1
 ED3308  NGVD 29 (12/12/91)  333.336  (m)         1093.62   (f) ADJUSTED    1 2
 ED3308
 ED3308.Superseded values are not recommended for survey control.
 ED3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3308.See file dsdata.txt to determine how the superseded data were derived.
 ED3308
 ED3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3716858867(NAD 83)
 ED3308_MARKER: DD = SURVEY DISK
 ED3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3308_SP_SET: CONCRETE POST
 ED3308_STAMPING: 39 080 1989
 ED3308_MARK LOGO: SCGS  
 ED3308_PROJECTION: FLUSH
 ED3308_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3308+STABILITY: SURFACE MOTION
 ED3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3308+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1992
 ED3308
 ED3308  HISTORY     - Date     Condition        Report By
 ED3308  HISTORY     - 1989     MONUMENTED       SCGS
 ED3308  HISTORY     - 19910805 GOOD             SCGS
 ED3308  HISTORY     - 19910805 GOOD             SCGS
 ED3308  HISTORY     - 19920116 GOOD
 ED3308
 ED3308                          STATION DESCRIPTION
 ED3308
 ED3308'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3308'STATION IS LOCATED 4.2 MILES NORTHEAST OF SIX MILE AND 4.5 MILES WEST
 ED3308'SOUTHWEST OF PICKENS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3308'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3308'803-737-1350.
 ED3308'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 137 (SIX MILE
 ED3308'HIGHWAY) AND 183 (WALHALLA HIGHWAY), 2.75 MILES NORTH OF SIX MILE, GO
 ED3308'NORTHEAST ON HIGHWAY 183 FOR 1.7 MILES TO STATION NEAR A POWER POLE
 ED3308'WITH TWO GUY WIRES IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE
 ED3308'ROAD 159 (ALLGOOD BRIDGE ROAD AND MILE CREEK ROAD).
 ED3308'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE
 ED3308'THE HIGHWAY, 3.0 FEET WEST OF THE POWER POLE, 37.8 FEET NORTH
 ED3308'NORTHWEST OF THE CENTER OF THE HIGHWAY, 29.6 FEET SOUTH OF THE CENTER
 ED3308'OF MILE CREEK ROAD, 60.5 FEET EAST SOUTHEAST OF THE EAST END OF A
 ED3308'12-INCH CONCRETE PIPE CULVERT BENEATH A FIELD ENTRANCE DRIVE, 3.3
 ED3308'FEET WEST OF A WITNESS POST.
 ED3308'DESCRIBED BY D.L. FERGUSON.
 ED3308
 ED3308                          STATION RECOVERY (1991)
 ED3308
 ED3308'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3308'RECOVERED IN GOOD CONDITION.
 ED3308
 ED3308                          STATION RECOVERY (1991)
 ED3308
 ED3308'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3308'RECOVERED AS DESCRIBED IN L252471.
 ED3308
 ED3308                          STATION RECOVERY (1992)
 ED3308
 ED3308'RECOVERED 1992
 ED3308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3309 ***********************************************************************
 ED3309  DESIGNATION -  39 081
 ED3309  PID         -  ED3309
 ED3309  STATE/COUNTY-  SC/PICKENS
 ED3309  USGS QUAD   -  SIX MILE (1980)
 ED3309
 ED3309                         *CURRENT SURVEY CONTROL
 ED3309  ___________________________________________________________________
 ED3309* NAD 83(1986)-  34 51 15.     (N)    082 46 07.     (W)     SCALED    
 ED3309* NAVD 88     -       331.054  (meters)    1086.13   (feet)  ADJUSTED  
 ED3309  ___________________________________________________________________
 ED3309  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED3309  DYNAMIC HT  -         330.710 (meters)    1085.00  (feet)  COMP
 ED3309  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 ED3309
 ED3309  VERT ORDER  -  FIRST     CLASS II
 ED3309
 ED3309.The horizontal coordinates were scaled from a topographic map and have
 ED3309.an estimated accuracy of +/- 6 seconds.
 ED3309
 ED3309.The orthometric height was determined by differential leveling
 ED3309.and adjusted by the National Geodetic Survey in August 1993..
 ED3309
 ED3309.The geoid height was determined by GEOID03.
 ED3309
 ED3309.The dynamic height is computed by dividing the NAVD 88
 ED3309.geopotential number by the normal gravity value computed on the
 ED3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3309.degrees latitude (g = 980.6199 gals.).
 ED3309
 ED3309.The modeled gravity was interpolated from observed gravity values.
 ED3309
 ED3309;                    North         East    Units  Estimated Accuracy
 ED3309;SPC SC       -   336,400.      447,870.      MT  (+/- 180 meters Scaled)
 ED3309
 ED3309                          SUPERSEDED SURVEY CONTROL
 ED3309
 ED3309  NGVD 29 (12/12/91)  331.114  (m)         1086.33   (f) ADJUSTED    1 2
 ED3309
 ED3309.Superseded values are not recommended for survey control.
 ED3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3309.See file dsdata.txt to determine how the superseded data were derived.
 ED3309
 ED3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU383582(NAD 83)
 ED3309_MARKER: DD = SURVEY DISK
 ED3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3309_SP_SET: CONCRETE POST
 ED3309_STAMPING: 39 081 1989
 ED3309_MARK LOGO: SCGS  
 ED3309_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3309+STABILITY: SURFACE MOTION
 ED3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3309+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3309
 ED3309  HISTORY     - Date     Condition        Report By
 ED3309  HISTORY     - 1989     MONUMENTED       SCGS
 ED3309
 ED3309                          STATION DESCRIPTION
 ED3309
 ED3309'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3309'STATION IS LOCATED 4.35 MILES NORTHEAST OF SIX MILE AND 4.05 MILES
 ED3309'SOUTHWEST OF PICKENS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3309'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3309'803-737-1350.
 ED3309'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 137 (SIX MILE
 ED3309'HIGHWAY) AND 183 (WALHALLA HIGHWAY), 2.75 MILES NORTH OF SIX MILE, GO
 ED3309'NORTHEAST ON HIGHWAY 183 FOR 1.7 MILES TO THE JUNCTION OF STATE ROAD
 ED3309'159 (ALLGOOD BRIDGE ROAD AND MILE CREEK ROAD), TURN RIGHT ON ROAD 159
 ED3309'FOR 0.65 MILE TO THE JUNCTION OF STATE ROAD 273 (ALLGOOD BRIDGE ROAD)
 ED3309', CONTINUE ON ROAD 273 FOR 0.15 MILE TO THE JUNCTION OF AMBERWOOD ROAD
 ED3309'AND THE STATION IN THE SOUTHEAST ANGLE.
 ED3309'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 ED3309'ROAD 273, 24.2 FEET SOUTH OF THE CENTER OF ROAD 273, 52.5 FEET
 ED3309'NORTHEAST OF THE CENTER OF AMBERWOOD ROAD, 41.6 FEET NORTHWEST OF A
 ED3309'POWER POLE 25K, 65.8 FEET EAST OF A WITNESS POST.
 ED3309'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3311 ***********************************************************************
 ED3311  DESIGNATION -  39 082
 ED3311  PID         -  ED3311
 ED3311  STATE/COUNTY-  SC/PICKENS
 ED3311  USGS QUAD   -  SIX MILE (1980)
 ED3311
 ED3311                         *CURRENT SURVEY CONTROL
 ED3311  ___________________________________________________________________
 ED3311* NAD 83(1986)-  34 52 01.     (N)    082 45 33.     (W)     SCALED    
 ED3311* NAVD 88     -       271.823  (meters)     891.81   (feet)  ADJUSTED  
 ED3311  ___________________________________________________________________
 ED3311  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED3311  DYNAMIC HT  -         271.540 (meters)     890.88  (feet)  COMP
 ED3311  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 ED3311
 ED3311  VERT ORDER  -  FIRST     CLASS II
 ED3311
 ED3311.The horizontal coordinates were scaled from a topographic map and have
 ED3311.an estimated accuracy of +/- 6 seconds.
 ED3311
 ED3311.The orthometric height was determined by differential leveling
 ED3311.and adjusted by the National Geodetic Survey in August 1993..
 ED3311
 ED3311.The geoid height was determined by GEOID03.
 ED3311
 ED3311.The dynamic height is computed by dividing the NAVD 88
 ED3311.geopotential number by the normal gravity value computed on the
 ED3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3311.degrees latitude (g = 980.6199 gals.).
 ED3311
 ED3311.The modeled gravity was interpolated from observed gravity values.
 ED3311
 ED3311;                    North         East    Units  Estimated Accuracy
 ED3311;SPC SC       -   337,800.      448,760.      MT  (+/- 180 meters Scaled)
 ED3311
 ED3311                          SUPERSEDED SURVEY CONTROL
 ED3311
 ED3311  NGVD 29 (12/12/91)  271.882  (m)          892.00   (f) ADJUSTED    1 2
 ED3311
 ED3311.Superseded values are not recommended for survey control.
 ED3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3311.See file dsdata.txt to determine how the superseded data were derived.
 ED3311
 ED3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU392596(NAD 83)
 ED3311_MARKER: DD = SURVEY DISK
 ED3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3311_SP_SET: CONCRETE POST
 ED3311_STAMPING: 39 082 1989
 ED3311_MARK LOGO: SCGS  
 ED3311_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3311+STABILITY: SURFACE MOTION
 ED3311
 ED3311  HISTORY     - Date     Condition        Report By
 ED3311  HISTORY     - 1989     MONUMENTED       SCGS
 ED3311
 ED3311                          STATION DESCRIPTION
 ED3311
 ED3311'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3311'STATION IS LOCATED 5.4 MILES NORTHEAST OF SIX MILE AND 3.2 MILES WEST
 ED3311'SOUTHWEST OF PICKENS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3311'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3311'803-737-1350.
 ED3311'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 137 (SIX MILE
 ED3311'HIGHWAY) AND 183 (WALHALLA HIGHWAY), 2.75 MILES NORTH OF SIX MILE, GO
 ED3311'NORTHEAST ON HIGHWAY 183 FOR 3.15 MILES TO THE JUNCTION OF STATE ROAD
 ED3311'287 (PENROSE CIRCLE) AND THE STATION NEAR A FIRE HYDRANT IN THE SOUTH
 ED3311'ANGLE.
 ED3311'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3311'HIGHWAY, 3.7 FEET SOUTH OF THE HYDRANT, 37.5 FEET SOUTH SOUTHEAST OF
 ED3311'THE CENTER OF THE HIGHWAY, 73.5 FEET WEST SOUTHWEST OF THE CENTER OF
 ED3311'THE ROAD, 2.0 FEET WEST NORTHWEST OF A WITNESS POST.
 ED3311'NOTE-STATION IS MARGINAL FOR GPS OBSERVATIONS, BUT COULD BE OCCUPIED
 ED3311'WITH A SINGLE SESSION.
 ED3311'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3312 ***********************************************************************
 ED3312  DESIGNATION -  39 083
 ED3312  PID         -  ED3312
 ED3312  STATE/COUNTY-  SC/PICKENS
 ED3312  USGS QUAD   -  PICKENS (1983)
 ED3312
 ED3312                         *CURRENT SURVEY CONTROL
 ED3312  ___________________________________________________________________
 ED3312* NAD 83(2001)-  34 52 32.00397(N)    082 44 33.80978(W)     ADJUSTED  
 ED3312* NAVD 88     -       275.058  (meters)     902.42   (feet)  ADJUSTED  
 ED3312  ___________________________________________________________________
 ED3312  X           -     661,757.342 (meters)                     COMP
 ED3312  Y           -  -5,196,567.033 (meters)                     COMP
 ED3312  Z           -   3,626,688.902 (meters)                     COMP
 ED3312  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 ED3312  ELLIP HEIGHT-         244.02  (meters)          (03/27/03) GPS OBS
 ED3312  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 ED3312  DYNAMIC HT  -         274.772 (meters)     901.48  (feet)  COMP
 ED3312  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 ED3312
 ED3312  HORZ ORDER  -  FIRST
 ED3312  VERT ORDER  -  FIRST     CLASS II
 ED3312  ELLP ORDER  -  FOURTH    CLASS II
 ED3312
 ED3312.The horizontal coordinates were established by GPS observations
 ED3312.and adjusted by the National Geodetic Survey in March 2003..
 ED3312
 ED3312.The orthometric height was determined by differential leveling
 ED3312.and adjusted by the National Geodetic Survey in August 1993..
 ED3312
 ED3312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3312
 ED3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3312
 ED3312.The ellipsoidal height was determined by GPS observations
 ED3312.and is referenced to NAD 83.
 ED3312
 ED3312.The geoid height was determined by GEOID03.
 ED3312
 ED3312.The dynamic height is computed by dividing the NAVD 88
 ED3312.geopotential number by the normal gravity value computed on the
 ED3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3312.degrees latitude (g = 980.6199 gals.).
 ED3312
 ED3312.The modeled gravity was interpolated from observed gravity values.
 ED3312
 ED3312;                    North         East     Units Scale Factor Converg.
 ED3312;SPC SC       -   338,733.799   450,274.465   MT  1.00001528   -0 57 58.2
 ED3312;SPC SC       - 1,111,331.36  1,477,278.43   iFT  1.00001528   -0 57 58.2
 ED3312;UTM  17      - 3,860,628.218   340,724.509   MT  0.99991267   -0 59 48.1
 ED3312
 ED3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3312!SPC SC       -   0.99996170  x   1.00001528  =   0.99997698
 ED3312!UTM  17      -   0.99996170  x   0.99991267  =   0.99987437
 ED3312
 ED3312                          SUPERSEDED SURVEY CONTROL
 ED3312
 ED3312  NAD 83(1995)-  34 52 32.00412(N)    082 44 33.80979(W) AD(       ) 1
 ED3312  ELLIP H (12/20/99)  244.01   (m)                       GP(       ) 4 1
 ED3312  NAD 83(1986)-  34 52 32.01195(N)    082 44 33.81060(W) AD(       ) 1
 ED3312  NGVD 29 (12/12/91)  275.118  (m)          902.62   (f) ADJUSTED    1 2
 ED3312
 ED3312.Superseded values are not recommended for survey control.
 ED3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3312.See file dsdata.txt to determine how the superseded data were derived.
 ED3312
 ED3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4072560628(NAD 83)
 ED3312_MARKER: DD = SURVEY DISK
 ED3312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3312_SP_SET: CONCRETE POST
 ED3312_STAMPING: 39 083 1989
 ED3312_MARK LOGO: SCGS  
 ED3312_PROJECTION: FLUSH
 ED3312_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3312+STABILITY: SURFACE MOTION
 ED3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3312+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1992
 ED3312
 ED3312  HISTORY     - Date     Condition        Report By
 ED3312  HISTORY     - 1989     MONUMENTED       SCGS
 ED3312  HISTORY     - 19910717 GOOD             SCGS
 ED3312  HISTORY     - 19910717 GOOD             SCGS
 ED3312  HISTORY     - 19920109 GOOD
 ED3312
 ED3312                          STATION DESCRIPTION
 ED3312
 ED3312'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3312'STATION IS LOCATED 2.1 MILES WEST SOUTHWEST OF PICKENS.
 ED3312'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3312'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3312'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 178 AND
 ED3312'STATE HIGHWAY 183 IN PICKENS, GO SOUTHWEST ON HIGHWAY 183 FOR 1.05
 ED3312'MILES TO THE JUNCTION OF STATE ROAD 32 (SHADY GROVE ROAD), CONTINUE
 ED3312'ON HIGHWAY 183 FOR 1.05 MILE TO THE JUNCTION OF ALLGOOD FARM ROAD AND
 ED3312'THE STATION IN THE SOUTHWEST ANGLE.
 ED3312'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3312'HIGHWAY, 27.2 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 38.0 FEET WEST
 ED3312'NORTHWEST OF THE CENTER OF THE ROAD, 71.2 FEET NORTHWEST OF A POWER
 ED3312'POLE WITH GUY WIRE, 117.3 FEET EAST OF THE SOUTHEAST CORNER OF THE
 ED3312'TWELVE MILE RIVER BRIDGE (HIGHWAY 183), 6.0 FEET NORTH OF A WITNESS
 ED3312'POST.
 ED3312'DESCRIBED BY D.L. FERGUSON.
 ED3312
 ED3312                          STATION RECOVERY (1991)
 ED3312
 ED3312'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3312'RECOVERED IN GOOD CONDITION.
 ED3312
 ED3312                          STATION RECOVERY (1991)
 ED3312
 ED3312'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3312'RECOVERED AS DESCRIBED IN L252471.
 ED3312
 ED3312                          STATION RECOVERY (1992)
 ED3312
 ED3312'RECOVERED 1992
 ED3312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3313 ***********************************************************************
 ED3313  DESIGNATION -  39 084
 ED3313  PID         -  ED3313
 ED3313  STATE/COUNTY-  SC/PICKENS
 ED3313  USGS QUAD   -  PICKENS (1983)
 ED3313
 ED3313                         *CURRENT SURVEY CONTROL
 ED3313  ___________________________________________________________________
 ED3313* NAD 83(1986)-  34 52 42.     (N)    082 43 26.     (W)     SCALED    
 ED3313* NAVD 88     -       316.937  (meters)    1039.82   (feet)  ADJUSTED  
 ED3313  ___________________________________________________________________
 ED3313  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ED3313  DYNAMIC HT  -         316.607 (meters)    1038.73  (feet)  COMP
 ED3313  MODELED GRAV-     979,587.7   (mgal)                       NAVD 88
 ED3313
 ED3313  VERT ORDER  -  FIRST     CLASS II
 ED3313
 ED3313.The horizontal coordinates were scaled from a topographic map and have
 ED3313.an estimated accuracy of +/- 6 seconds.
 ED3313
 ED3313.The orthometric height was determined by differential leveling
 ED3313.and adjusted by the National Geodetic Survey in August 1993..
 ED3313
 ED3313.The geoid height was determined by GEOID03.
 ED3313
 ED3313.The dynamic height is computed by dividing the NAVD 88
 ED3313.geopotential number by the normal gravity value computed on the
 ED3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3313.degrees latitude (g = 980.6199 gals.).
 ED3313
 ED3313.The modeled gravity was interpolated from observed gravity values.
 ED3313
 ED3313;                    North         East    Units  Estimated Accuracy
 ED3313;SPC SC       -   339,010.      452,000.      MT  (+/- 180 meters Scaled)
 ED3313
 ED3313                          SUPERSEDED SURVEY CONTROL
 ED3313
 ED3313  NGVD 29 (12/12/91)  316.998  (m)         1040.02   (f) ADJUSTED    1 2
 ED3313
 ED3313.Superseded values are not recommended for survey control.
 ED3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3313.See file dsdata.txt to determine how the superseded data were derived.
 ED3313
 ED3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU424609(NAD 83)
 ED3313_MARKER: DD = SURVEY DISK
 ED3313_SETTING: 80 = SET IN A BOULDER
 ED3313_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 ED3313_STAMPING: 39 084 1989
 ED3313_MARK LOGO: SCGS  
 ED3313_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3313+STABILITY: SURFACE MOTION
 ED3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3313+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3313
 ED3313  HISTORY     - Date     Condition        Report By
 ED3313  HISTORY     - 1989     MONUMENTED       SCGS
 ED3313
 ED3313                          STATION DESCRIPTION
 ED3313
 ED3313'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3313'STATION IS LOCATED 1.05 MILES WEST SOUTHWEST OF PICKENS.
 ED3313'OWNERSHIP--ARTHUR L. MOORE, 435 FARRS BRIDGE ROAD, PICKENS, SC 29671,
 ED3313'PHONE 803-878-2750.
 ED3313'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 178 AND
 ED3313'STATE HIGHWAY 183 IN PICKENS, GO WEST ON HIGHWAY 183 FOR 1.0 MILE TO
 ED3313'THE STATION ON THE RIGHT NEAR AN ENTRANCE DRIVE TO THE PICKENS ANIMAL
 ED3313'HOSPITAL AND A CONVENIENCE STORE, 0.05 MILE EAST OF THE JUNCTION OF
 ED3313'STATE ROAD 32 (SHADY GROVE ROAD).
 ED3313'STATION IS A DRILL MARK IN A BOULDER AND LEVEL WITH THE HIGHWAY, 75.8
 ED3313'FEET NORTH OF THE CENTER OF THE HIGHWAY, 136.0 FEET SOUTHEAST OF THE
 ED3313'SOUTHEAST CORNER OF THE ANIMAL HOSPITAL, 42.5 FEET NORTHWEST OF THE
 ED3313'NORTH POST OF A SIGN (PICKENS ANIMAL HOSPITAL), 149.8 FEET WEST OF A
 ED3313'1.5-FOOT HIGH CONCRETE POST (3MV), 33.0 FEET NORTHEAST OF THE CENTER
 ED3313'OF THE ENTRANCE DRIVE.
 ED3313'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3353 ***********************************************************************
 ED3353  DESIGNATION -  39 085
 ED3353  PID         -  ED3353
 ED3353  STATE/COUNTY-  SC/PICKENS
 ED3353  USGS QUAD   -  PICKENS (1983)
 ED3353
 ED3353                         *CURRENT SURVEY CONTROL
 ED3353  ___________________________________________________________________
 ED3353* NAD 83(1986)-  34 53 28.     (N)    082 42 38.     (W)     SCALED    
 ED3353* NAVD 88     -       298.483  (meters)     979.27   (feet)  ADJUSTED  
 ED3353  ___________________________________________________________________
 ED3353  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ED3353  DYNAMIC HT  -         298.172 (meters)     978.25  (feet)  COMP
 ED3353  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 ED3353
 ED3353  VERT ORDER  -  FIRST     CLASS II
 ED3353
 ED3353.The horizontal coordinates were scaled from a topographic map and have
 ED3353.an estimated accuracy of +/- 6 seconds.
 ED3353
 ED3353.The orthometric height was determined by differential leveling
 ED3353.and adjusted by the National Geodetic Survey in August 1993..
 ED3353
 ED3353.The geoid height was determined by GEOID03.
 ED3353
 ED3353.The dynamic height is computed by dividing the NAVD 88
 ED3353.geopotential number by the normal gravity value computed on the
 ED3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3353.degrees latitude (g = 980.6199 gals.).
 ED3353
 ED3353.The modeled gravity was interpolated from observed gravity values.
 ED3353
 ED3353;                    North         East    Units  Estimated Accuracy
 ED3353;SPC SC       -   340,410.      453,240.      MT  (+/- 180 meters Scaled)
 ED3353
 ED3353                          SUPERSEDED SURVEY CONTROL
 ED3353
 ED3353  NGVD 29 (12/12/91)  298.544  (m)          979.47   (f) ADJUSTED    1 2
 ED3353
 ED3353.Superseded values are not recommended for survey control.
 ED3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3353.See file dsdata.txt to determine how the superseded data were derived.
 ED3353
 ED3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU436623(NAD 83)
 ED3353_MARKER: DD = SURVEY DISK
 ED3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3353_SP_SET: CONCRETE POST
 ED3353_STAMPING: 39 085 1989
 ED3353_MARK LOGO: SCGS  
 ED3353_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3353+STABILITY: SURFACE MOTION
 ED3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3353+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3353
 ED3353  HISTORY     - Date     Condition        Report By
 ED3353  HISTORY     - 1989     MONUMENTED       SCGS
 ED3353
 ED3353                          STATION DESCRIPTION
 ED3353
 ED3353'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3353'STATION IS LOCATED IN PICKENS. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3353'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3353'803-737-1350.
 ED3353'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 178 AND
 ED3353'STATE HIGHWAY 183 IN PICKENS, GO NORTH ON HIGHWAY 178 FOR 0.55 MILES
 ED3353'TO THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF A BRIDGE
 ED3353'OVER THE TOWN CREEK.
 ED3353'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3353'HIGHWAY, 21.0 FEET EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 ED3353'HIGHWAY, 5.6 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ED3353'BRIDGE, 60.8 FEET WEST OF A LIGHT POLE, 81.2 FEET NORTH OF THE
 ED3353'NORTHWEST CORNER OF A RESTAURANT, 4.6 FEET EAST SOUTHEAST OF A
 ED3353'WITNESS POST.
 ED3353'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3352 ***********************************************************************
 ED3352  DESIGNATION -  39 086
 ED3352  PID         -  ED3352
 ED3352  STATE/COUNTY-  SC/PICKENS
 ED3352  USGS QUAD   -  PICKENS (1983)
 ED3352
 ED3352                         *CURRENT SURVEY CONTROL
 ED3352  ___________________________________________________________________
 ED3352* NAD 83(1986)-  34 54 18.     (N)    082 42 45.     (W)     SCALED    
 ED3352* NAVD 88     -       345.391  (meters)    1133.17   (feet)  ADJUSTED  
 ED3352  ___________________________________________________________________
 ED3352  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 ED3352  DYNAMIC HT  -         345.032 (meters)    1131.99  (feet)  COMP
 ED3352  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 ED3352
 ED3352  VERT ORDER  -  FIRST     CLASS II
 ED3352
 ED3352.The horizontal coordinates were scaled from a topographic map and have
 ED3352.an estimated accuracy of +/- 6 seconds.
 ED3352
 ED3352.The orthometric height was determined by differential leveling
 ED3352.and adjusted by the National Geodetic Survey in August 1993..
 ED3352
 ED3352.The geoid height was determined by GEOID03.
 ED3352
 ED3352.The dynamic height is computed by dividing the NAVD 88
 ED3352.geopotential number by the normal gravity value computed on the
 ED3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3352.degrees latitude (g = 980.6199 gals.).
 ED3352
 ED3352.The modeled gravity was interpolated from observed gravity values.
 ED3352
 ED3352;                    North         East    Units  Estimated Accuracy
 ED3352;SPC SC       -   341,950.      453,090.      MT  (+/- 180 meters Scaled)
 ED3352
 ED3352                          SUPERSEDED SURVEY CONTROL
 ED3352
 ED3352  NGVD 29 (12/12/91)  345.452  (m)         1133.37   (f) ADJUSTED    1 2
 ED3352
 ED3352.Superseded values are not recommended for survey control.
 ED3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3352.See file dsdata.txt to determine how the superseded data were derived.
 ED3352
 ED3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU435638(NAD 83)
 ED3352_MARKER: DD = SURVEY DISK
 ED3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3352_SP_SET: CONCRETE POST
 ED3352_STAMPING: 39 086 1989
 ED3352_MARK LOGO: SCGS  
 ED3352_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3352+STABILITY: SURFACE MOTION
 ED3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3352+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3352
 ED3352  HISTORY     - Date     Condition        Report By
 ED3352  HISTORY     - 1989     MONUMENTED       SCGS
 ED3352
 ED3352                          STATION DESCRIPTION
 ED3352
 ED3352'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3352'STATION IS LOCATED 1.5 MILES NORTH NORTHWEST OF PICKENS.
 ED3352'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3352'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3352'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 178 AND
 ED3352'STATE HIGHWAY 183 IN PICKENS, GO NORTH ON HIGHWAY 178 FOR 1.55 MILES
 ED3352'TO THE JUNCTION OF STATE ROAD 67 (FOX SQUIRREL RIDGE ROAD) AND EDENS
 ED3352'ROAD AND THE STATION IN THE SOUTHEAST ANGLE NEAR A CRESCENT HILL
 ED3352'BAPTIST CHURCH SIGN.
 ED3352'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE
 ED3352'THE HIGHWAY, 8.9 FEET WEST OF THE WEST POST OF THE SIGN, 25.0 FEET
 ED3352'SOUTHWEST OF THE CENTER OF EDENS ROAD, 63.0 FEET SOUTH OF THE CENTER
 ED3352'OF ROAD 67, 59.8 FEET EAST OF THE CENTER OF THE NORTHBOUND LANES OF
 ED3352'THE HIGHWAY, 3.6 FEET NORTH OF A WITNESS POST.
 ED3352'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3351 ***********************************************************************
 ED3351  DESIGNATION -  39 087
 ED3351  PID         -  ED3351
 ED3351  STATE/COUNTY-  SC/PICKENS
 ED3351  USGS QUAD   -  PICKENS (1983)
 ED3351
 ED3351                         *CURRENT SURVEY CONTROL
 ED3351  ___________________________________________________________________
 ED3351* NAD 83(1986)-  34 55 01.     (N)    082 43 12.     (W)     SCALED    
 ED3351* NAVD 88     -       295.457  (meters)     969.35   (feet)  ADJUSTED  
 ED3351  ___________________________________________________________________
 ED3351  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED3351  DYNAMIC HT  -         295.149 (meters)     968.33  (feet)  COMP
 ED3351  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 ED3351
 ED3351  VERT ORDER  -  FIRST     CLASS II
 ED3351
 ED3351.The horizontal coordinates were scaled from a topographic map and have
 ED3351.an estimated accuracy of +/- 6 seconds.
 ED3351
 ED3351.The orthometric height was determined by differential leveling
 ED3351.and adjusted by the National Geodetic Survey in August 1993..
 ED3351
 ED3351.The geoid height was determined by GEOID03.
 ED3351
 ED3351.The dynamic height is computed by dividing the NAVD 88
 ED3351.geopotential number by the normal gravity value computed on the
 ED3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3351.degrees latitude (g = 980.6199 gals.).
 ED3351
 ED3351.The modeled gravity was interpolated from observed gravity values.
 ED3351
 ED3351;                    North         East    Units  Estimated Accuracy
 ED3351;SPC SC       -   343,290.      452,430.      MT  (+/- 180 meters Scaled)
 ED3351
 ED3351                          SUPERSEDED SURVEY CONTROL
 ED3351
 ED3351  NGVD 29 (12/12/91)  295.516  (m)          969.54   (f) ADJUSTED    1 2
 ED3351
 ED3351.Superseded values are not recommended for survey control.
 ED3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3351.See file dsdata.txt to determine how the superseded data were derived.
 ED3351
 ED3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU428651(NAD 83)
 ED3351_MARKER: DD = SURVEY DISK
 ED3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3351_SP_SET: CONCRETE POST
 ED3351_STAMPING: 39 087 1989
 ED3351_MARK LOGO: SCGS  
 ED3351_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3351+STABILITY: SURFACE MOTION
 ED3351
 ED3351  HISTORY     - Date     Condition        Report By
 ED3351  HISTORY     - 1989     MONUMENTED       SCGS
 ED3351
 ED3351                          STATION DESCRIPTION
 ED3351
 ED3351'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3351'STATION IS LOCATED 2.4 MILES NORTH NORTHWEST OF PICKENS.
 ED3351'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3351'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3351'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 178 AND
 ED3351'STATE HIGHWAY 183 IN PICKENS, GO NORTH ON HIGHWAY 178 FOR 2.35 MILES
 ED3351'TO THE JUNCTION OF STATE ROAD 174 (RED HILL ROAD), CONTINUE ON
 ED3351'HIGHWAY 178 FOR 0.1 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE
 ED3351'NUMBER 29.
 ED3351'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET BELOW
 ED3351'THE HIGHWAY, 45.0 FEET WEST OF THE CENTER OF THE HIGHWAY, 6.4 FEET
 ED3351'NORTH OF THE POWER POLE, 60.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 ED3351'CONCRETE CULVERT HEADWALL, 6.7 FEET NORTH OF A WITNESS POST.
 ED3351'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3350 ***********************************************************************
 ED3350  DESIGNATION -  39 088
 ED3350  PID         -  ED3350
 ED3350  STATE/COUNTY-  SC/PICKENS
 ED3350  USGS QUAD   -  PICKENS (1983)
 ED3350
 ED3350                         *CURRENT SURVEY CONTROL
 ED3350  ___________________________________________________________________
 ED3350* NAD 83(1986)-  34 55 37.     (N)    082 43 18.     (W)     SCALED    
 ED3350* NAVD 88     -       291.681  (meters)     956.96   (feet)  ADJUSTED  
 ED3350  ___________________________________________________________________
 ED3350  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED3350  DYNAMIC HT  -         291.377 (meters)     955.96  (feet)  COMP
 ED3350  MODELED GRAV-     979,586.5   (mgal)                       NAVD 88
 ED3350
 ED3350  VERT ORDER  -  FIRST     CLASS II
 ED3350
 ED3350.The horizontal coordinates were scaled from a topographic map and have
 ED3350.an estimated accuracy of +/- 6 seconds.
 ED3350
 ED3350.The orthometric height was determined by differential leveling
 ED3350.and adjusted by the National Geodetic Survey in August 1993..
 ED3350
 ED3350.The geoid height was determined by GEOID03.
 ED3350
 ED3350.The dynamic height is computed by dividing the NAVD 88
 ED3350.geopotential number by the normal gravity value computed on the
 ED3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3350.degrees latitude (g = 980.6199 gals.).
 ED3350
 ED3350.The modeled gravity was interpolated from observed gravity values.
 ED3350
 ED3350;                    North         East    Units  Estimated Accuracy
 ED3350;SPC SC       -   344,400.      452,290.      MT  (+/- 180 meters Scaled)
 ED3350
 ED3350                          SUPERSEDED SURVEY CONTROL
 ED3350
 ED3350  NGVD 29 (12/12/91)  291.740  (m)          957.15   (f) ADJUSTED    1 2
 ED3350
 ED3350.Superseded values are not recommended for survey control.
 ED3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3350.See file dsdata.txt to determine how the superseded data were derived.
 ED3350
 ED3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU427662(NAD 83)
 ED3350_MARKER: DD = SURVEY DISK
 ED3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3350_SP_SET: CONCRETE POST
 ED3350_STAMPING: 39 088 1989
 ED3350_MARK LOGO: SCGS  
 ED3350_PROJECTION: FLUSH
 ED3350_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3350+STABILITY: SURFACE MOTION
 ED3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3350+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1991
 ED3350
 ED3350  HISTORY     - Date     Condition        Report By
 ED3350  HISTORY     - 1989     MONUMENTED       SCGS
 ED3350  HISTORY     - 19910717 GOOD             SCGS
 ED3350
 ED3350                          STATION DESCRIPTION
 ED3350
 ED3350'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3350'STATION IS LOCATED 3.1 MILES NORTH NORTHWEST OF PICKENS AND 6.95 MILES
 ED3350'EAST OF NINE TIMES.  OWNERSHIP--PICKENS COUNTY MUSEUM COMMISSION,
 ED3350'PICKENS, SC 29671.
 ED3350'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 178 AND
 ED3350'STATE HIGHWAY 183 IN PICKENS, GO NORTH ON HIGHWAY 178 FOR 2.9 MILES
 ED3350'TO THE JUNCTION OF STATE ROAD 34 (MIDWAY ROAD), CONTINUE ON HIGHWAY
 ED3350'178 FOR 0.05 MILE TO THE JUNCTION OF HAGOOD MILL ROAD, TURN LEFT ON
 ED3350'HAGOOD MILL ROAD FOR 0.2 MILE TO A DIRT DRIVE TO THE HAGOOD MILL,
 ED3350'TURN RIGHT ON THE DRIVE FOR 0.1 MILE TO A LARGE ROCK OUTCROPPING AND
 ED3350'THE STATION NEAR A POWER POLE NUMBER 60.
 ED3350'STATION IS A DRILL MARK IN ROCK OUTCROP, 46.9 FEET SOUTH SOUTHWEST OF
 ED3350'THE POWER POLE, 155.2 FEET NORTH OF THE NORTH CORNER OF THE HAGOOD
 ED3350'MILL, 66.0 FEET WEST SOUTHWEST OF THE CENTER OF A STREAM (HAGOOD
 ED3350'BRANCH).
 ED3350'DESCRIBED BY D.L. FERGUSON.
 ED3350
 ED3350                          STATION RECOVERY (1991)
 ED3350
 ED3350'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3350'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3349 ***********************************************************************
 ED3349  DESIGNATION -  39 089
 ED3349  PID         -  ED3349
 ED3349  STATE/COUNTY-  SC/PICKENS
 ED3349  USGS QUAD   -  PICKENS (1983)
 ED3349
 ED3349                         *CURRENT SURVEY CONTROL
 ED3349  ___________________________________________________________________
 ED3349* NAD 83(1986)-  34 56 14.     (N)    082 43 19.     (W)     SCALED    
 ED3349* NAVD 88     -       309.359  (meters)    1014.96   (feet)  ADJUSTED  
 ED3349  ___________________________________________________________________
 ED3349  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 ED3349  DYNAMIC HT  -         309.037 (meters)    1013.90  (feet)  COMP
 ED3349  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 ED3349
 ED3349  VERT ORDER  -  FIRST     CLASS II
 ED3349
 ED3349.The horizontal coordinates were scaled from a topographic map and have
 ED3349.an estimated accuracy of +/- 6 seconds.
 ED3349
 ED3349.The orthometric height was determined by differential leveling
 ED3349.and adjusted by the National Geodetic Survey in August 1993..
 ED3349
 ED3349.The geoid height was determined by GEOID03.
 ED3349
 ED3349.The dynamic height is computed by dividing the NAVD 88
 ED3349.geopotential number by the normal gravity value computed on the
 ED3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3349.degrees latitude (g = 980.6199 gals.).
 ED3349
 ED3349.The modeled gravity was interpolated from observed gravity values.
 ED3349
 ED3349;                    North         East    Units  Estimated Accuracy
 ED3349;SPC SC       -   345,540.      452,290.      MT  (+/- 180 meters Scaled)
 ED3349
 ED3349                          SUPERSEDED SURVEY CONTROL
 ED3349
 ED3349  NGVD 29 (12/12/91)  309.418  (m)         1015.15   (f) ADJUSTED    1 2
 ED3349
 ED3349.Superseded values are not recommended for survey control.
 ED3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3349.See file dsdata.txt to determine how the superseded data were derived.
 ED3349
 ED3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU427674(NAD 83)
 ED3349_MARKER: DD = SURVEY DISK
 ED3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3349_SP_SET: CONCRETE POST
 ED3349_STAMPING: 39 089 1989
 ED3349_MARK LOGO: SCGS  
 ED3349_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3349+STABILITY: SURFACE MOTION
 ED3349
 ED3349  HISTORY     - Date     Condition        Report By
 ED3349  HISTORY     - 1989     MONUMENTED       SCGS
 ED3349
 ED3349                          STATION DESCRIPTION
 ED3349
 ED3349'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3349'STATION IS LOCATED 3.8 MILES NORTH NORTHWEST OF PICKENS AND 7.05 MILES
 ED3349'EAST NORTHEAST OF NINE TIMES.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3349'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3349'803-737-1350.
 ED3349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (MOOREFIELD
 ED3349'MEMORIAL HIGHWAY) AND STATE HIGHWAY 288 (TABLE ROCK ROAD), 5.2 MILES
 ED3349'SOUTHEAST OF ROCKY BOTTOM, GO SOUTH ON HIGHWAY 178 FOR 3.55 MILES TO
 ED3349'THE JUNCTION OF STATE ROAD 156 (EAST PRESTON MCDANIEL ROAD), CONTINUE
 ED3349'ON HIGHWAY 178 FOR 0.65 MILE TO THE STATION ON THE LEFT AT A HIGH
 ED3349'TENSION POWER LINE CROSSING.
 ED3349'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3349'HIGHWAY, 21.6 FEET EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 55.6
 ED3349'FEET NORTH NORTHWEST OF A POWER POLE, 68.7 FEET NORTH NORTHWEST OF
 ED3349'THE CENTER OF A DRIVEWAY LEADING TO TRASH DUMPSTERS, 29.0 FEET NORTH
 ED3349'OF THE CENTER OF THE HIGH TENSION LINE CROSSING, 3.0 FEET WEST
 ED3349'SOUTHWEST OF A WITNESS POST.
 ED3349'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 ED3349'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3348 ***********************************************************************
 ED3348  DESIGNATION -  39 090
 ED3348  PID         -  ED3348
 ED3348  STATE/COUNTY-  SC/PICKENS
 ED3348  USGS QUAD   -  PICKENS (1983)
 ED3348
 ED3348                         *CURRENT SURVEY CONTROL
 ED3348  ___________________________________________________________________
 ED3348* NAD 83(1986)-  34 57 00.     (N)    082 44 01.     (W)     SCALED    
 ED3348* NAVD 88     -       331.252  (meters)    1086.78   (feet)  ADJUSTED  
 ED3348  ___________________________________________________________________
 ED3348  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED3348  DYNAMIC HT  -         330.909 (meters)    1085.66  (feet)  COMP
 ED3348  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 ED3348
 ED3348  VERT ORDER  -  FIRST     CLASS II
 ED3348
 ED3348.The horizontal coordinates were scaled from a topographic map and have
 ED3348.an estimated accuracy of +/- 6 seconds.
 ED3348
 ED3348.The orthometric height was determined by differential leveling
 ED3348.and adjusted by the National Geodetic Survey in August 1993..
 ED3348
 ED3348.The geoid height was determined by GEOID03.
 ED3348
 ED3348.The dynamic height is computed by dividing the NAVD 88
 ED3348.geopotential number by the normal gravity value computed on the
 ED3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3348.degrees latitude (g = 980.6199 gals.).
 ED3348
 ED3348.The modeled gravity was interpolated from observed gravity values.
 ED3348
 ED3348;                    North         East    Units  Estimated Accuracy
 ED3348;SPC SC       -   346,980.      451,250.      MT  (+/- 180 meters Scaled)
 ED3348
 ED3348                          SUPERSEDED SURVEY CONTROL
 ED3348
 ED3348  NGVD 29 (12/12/91)  331.312  (m)         1086.98   (f) ADJUSTED    1 2
 ED3348
 ED3348.Superseded values are not recommended for survey control.
 ED3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3348.See file dsdata.txt to determine how the superseded data were derived.
 ED3348
 ED3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU417688(NAD 83)
 ED3348_MARKER: DD = SURVEY DISK
 ED3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3348_SP_SET: CONCRETE POST
 ED3348_STAMPING: 39 090 1989
 ED3348_MARK LOGO: SCGS  
 ED3348_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3348+STABILITY: SURFACE MOTION
 ED3348
 ED3348  HISTORY     - Date     Condition        Report By
 ED3348  HISTORY     - 1989     MONUMENTED       SCGS
 ED3348
 ED3348                          STATION DESCRIPTION
 ED3348
 ED3348'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3348'STATION IS LOCATED 4.8 MILES NORTH NORTHWEST OF PICKENS AND 6.7 MILES
 ED3348'NORTHEAST OF NINE TIMES.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3348'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3348'803-737-1350.
 ED3348'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (MOOREFIELD
 ED3348'MEMORIAL HIGHWAY) AND STATE HIGHWAY 288 (TABLE ROCK ROAD), 5.2 MILES
 ED3348'SOUTHEAST OF ROCKY BOTTOM, GO SOUTH ON HIGHWAY 178 FOR 2.0 MILES TO
 ED3348'THE JUNCTION OF STATE ROAD 33 (MEECE MILL ROAD), CONTINUE ON HIGHWAY
 ED3348'178 FOR 1.15 MILES TO THE STATION ON THE LEFT NEAR A POWER POLE WITH
 ED3348'GUY WIRE AT THE TOP OF A 7-FOOT CUT BANK.
 ED3348'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 7.0 FEET ABOVE
 ED3348'THE HIGHWAY, 11.4 FEET NORTH NORTHWEST OF THE POWER POLE, 9.4 FEET
 ED3348'SOUTHWEST OF THE EYE OF THE GUY WIRE ANCHOR, 39.8 FEET NORTHEAST OF
 ED3348'THE CENTER OF THE HIGHWAY, 94.5 FEET SOUTH OF A 14-INCH PINE TREE
 ED3348'WITH A SCGS REFERENCE WASHER ATTACHED, 12.0 FEET NORTH NORTHWEST OF A
 ED3348'WITNESS POST.
 ED3348'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 ED3348'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3347 ***********************************************************************
 ED3347  DESIGNATION -  39 091
 ED3347  PID         -  ED3347
 ED3347  STATE/COUNTY-  SC/PICKENS
 ED3347  USGS QUAD   -  PICKENS (1983)
 ED3347
 ED3347                         *CURRENT SURVEY CONTROL
 ED3347  ___________________________________________________________________
 ED3347* NAD 83(2001)-  34 57 36.86957(N)    082 44 35.15960(W)     ADJUSTED  
 ED3347* NAVD 88     -       323.578  (meters)    1061.61   (feet)  ADJUSTED  
 ED3347  ___________________________________________________________________
 ED3347  X           -     661,049.047 (meters)                     COMP
 ED3347  Y           -  -5,191,276.116 (meters)                     COMP
 ED3347  Z           -   3,634,420.586 (meters)                     COMP
 ED3347  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 ED3347  ELLIP HEIGHT-         292.63  (meters)          (03/27/03) GPS OBS
 ED3347  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 ED3347  DYNAMIC HT  -         323.242 (meters)    1060.50  (feet)  COMP
 ED3347  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 ED3347
 ED3347  HORZ ORDER  -  FIRST
 ED3347  VERT ORDER  -  FIRST     CLASS II
 ED3347  ELLP ORDER  -  FOURTH    CLASS II
 ED3347
 ED3347.The horizontal coordinates were established by GPS observations
 ED3347.and adjusted by the National Geodetic Survey in March 2003..
 ED3347
 ED3347.The orthometric height was determined by differential leveling
 ED3347.and adjusted by the National Geodetic Survey in August 1993..
 ED3347
 ED3347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3347
 ED3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3347
 ED3347.The ellipsoidal height was determined by GPS observations
 ED3347.and is referenced to NAD 83.
 ED3347
 ED3347.The geoid height was determined by GEOID03.
 ED3347
 ED3347.The dynamic height is computed by dividing the NAVD 88
 ED3347.geopotential number by the normal gravity value computed on the
 ED3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3347.degrees latitude (g = 980.6199 gals.).
 ED3347
 ED3347.The modeled gravity was interpolated from observed gravity values.
 ED3347
 ED3347;                    North         East     Units Scale Factor Converg.
 ED3347;SPC SC       -   348,128.198   450,398.644   MT  1.00004759   -0 57 58.9
 ED3347;SPC SC       - 1,142,152.88  1,477,685.84   iFT  1.00004759   -0 57 58.9
 ED3347;UTM  17      - 3,870,021.430   340,853.852   MT  0.99991216   -0 59 56.5
 ED3347
 ED3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3347!SPC SC       -   0.99995407  x   1.00004759  =   1.00000166
 ED3347!UTM  17      -   0.99995407  x   0.99991216  =   0.99986623
 ED3347
 ED3347                          SUPERSEDED SURVEY CONTROL
 ED3347
 ED3347  NAD 83(1995)-  34 57 36.87057(N)    082 44 35.15940(W) AD(       ) 1
 ED3347  ELLIP H (12/20/99)  292.63   (m)                       GP(       ) 4 1
 ED3347  NAD 83(1986)-  34 57 36.87768(N)    082 44 35.16088(W) AD(       ) 1
 ED3347  NGVD 29 (12/12/91)  323.637  (m)         1061.80   (f) ADJUSTED    1 2
 ED3347
 ED3347.Superseded values are not recommended for survey control.
 ED3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3347.See file dsdata.txt to determine how the superseded data were derived.
 ED3347
 ED3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4085470021(NAD 83)
 ED3347_MARKER: DD = SURVEY DISK
 ED3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3347_SP_SET: CONCRETE POST
 ED3347_STAMPING: 39 091 1989
 ED3347_MARK LOGO: SCGS  
 ED3347_PROJECTION: FLUSH
 ED3347_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3347+STABILITY: SURFACE MOTION
 ED3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3347+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1992
 ED3347
 ED3347  HISTORY     - Date     Condition        Report By
 ED3347  HISTORY     - 1989     MONUMENTED       SCGS
 ED3347  HISTORY     - 19910717 GOOD             SCGS
 ED3347  HISTORY     - 19910717 GOOD             SCGS
 ED3347  HISTORY     - 19920108 GOOD
 ED3347
 ED3347                          STATION DESCRIPTION
 ED3347
 ED3347'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3347'STATION IS LOCATED 5.7 MILES NORTH NORTHWEST OF PICKENS AND 6.5 MILES
 ED3347'NORTHEAST OF NINE TIMES.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3347'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3347'803-737-1350.
 ED3347'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (MOOREFIELD
 ED3347'MEMORIAL HIGHWAY) AND STATE HIGHWAY 288 (TABLE ROCK ROAD), 5.2 MILES
 ED3347'SOUTHEAST OF ROCKY BOTTOM, GO SOUTH ON HIGHWAY 178 FOR 2.0 MILES TO
 ED3347'THE JUNCTION OF STATE ROAD 33 (MEECE MILL ROAD), CONTINUE ON HIGHWAY
 ED3347'178 FOR 0.2 MILE TO THE STATION ON THE LEFT IN THE NORTH ANGLE OF
 ED3347'COVE CREEK ROAD.
 ED3347'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3347'HIGHWAY, 29.3 FEET NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 35.0
 ED3347'FEET NORTHWEST OF THE CENTER OF COVE CREEK ROAD, 133.3 FEET SOUTH OF
 ED3347'A POWER POLE WITH TRANSFORMER, 68.5 FEET EAST NORTHEAST OF A FIRE
 ED3347'HYDRANT, 18.4 FEET SOUTHWEST OF A WITNESS POST.
 ED3347'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 ED3347'DESCRIBED BY D.L. FERGUSON.
 ED3347
 ED3347                          STATION RECOVERY (1991)
 ED3347
 ED3347'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3347'RECOVERED IN GOOD CONDITION.
 ED3347
 ED3347                          STATION RECOVERY (1991)
 ED3347
 ED3347'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3347'RECOVERED AS DESCRIBED IN L252475.
 ED3347
 ED3347                          STATION RECOVERY (1992)
 ED3347
 ED3347'RECOVERED 1992
 ED3347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3346 ***********************************************************************
 ED3346  DESIGNATION -  39 092
 ED3346  PID         -  ED3346
 ED3346  STATE/COUNTY-  SC/PICKENS
 ED3346  USGS QUAD   -  SUNSET (1980)
 ED3346
 ED3346                         *CURRENT SURVEY CONTROL
 ED3346  ___________________________________________________________________
 ED3346* NAD 83(1986)-  34 58 18.     (N)    082 45 06.     (W)     SCALED    
 ED3346* NAVD 88     -       330.277  (meters)    1083.58   (feet)  ADJUSTED  
 ED3346  ___________________________________________________________________
 ED3346  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ED3346  DYNAMIC HT  -         329.933 (meters)    1082.46  (feet)  COMP
 ED3346  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 ED3346
 ED3346  VERT ORDER  -  FIRST     CLASS II
 ED3346
 ED3346.The horizontal coordinates were scaled from a topographic map and have
 ED3346.an estimated accuracy of +/- 6 seconds.
 ED3346
 ED3346.The orthometric height was determined by differential leveling
 ED3346.and adjusted by the National Geodetic Survey in August 1993..
 ED3346
 ED3346.The geoid height was determined by GEOID03.
 ED3346
 ED3346.The dynamic height is computed by dividing the NAVD 88
 ED3346.geopotential number by the normal gravity value computed on the
 ED3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3346.degrees latitude (g = 980.6199 gals.).
 ED3346
 ED3346.The modeled gravity was interpolated from observed gravity values.
 ED3346
 ED3346;                    North         East    Units  Estimated Accuracy
 ED3346;SPC SC       -   349,410.      449,640.      MT  (+/- 180 meters Scaled)
 ED3346
 ED3346                          SUPERSEDED SURVEY CONTROL
 ED3346
 ED3346  NGVD 29 (12/12/91)  330.335  (m)         1083.77   (f) ADJUSTED    1 2
 ED3346
 ED3346.Superseded values are not recommended for survey control.
 ED3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3346.See file dsdata.txt to determine how the superseded data were derived.
 ED3346
 ED3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU400713(NAD 83)
 ED3346_MARKER: DD = SURVEY DISK
 ED3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3346_SP_SET: CONCRETE POST
 ED3346_STAMPING: 39 092 1989
 ED3346_MARK LOGO: SCGS  
 ED3346_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3346+STABILITY: SURFACE MOTION
 ED3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3346+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3346
 ED3346  HISTORY     - Date     Condition        Report By
 ED3346  HISTORY     - 1989     MONUMENTED       SCGS
 ED3346
 ED3346                          STATION DESCRIPTION
 ED3346
 ED3346'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3346'STATION IS LOCATED 5.85 MILES SOUTHEAST OF ROCKY BOTTOM AND 6.5 MILES
 ED3346'NORTHEAST OF NINE TIMES.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3346'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3346'803-737-1350.
 ED3346'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (MOOREFIELD
 ED3346'MEMORIAL HIGHWAY) AND STATE HIGHWAY 288 (TABLE ROCK ROAD), 5.2 MILES
 ED3346'SOUTHEAST OF ROCKY BOTTOM, GO SOUTH ON HIGHWAY 178 FOR 1.15 MILES TO
 ED3346'THE JUNCTION OF HOLLY SPRINGS SCHOOL ROAD, TURN RIGHT ON HOLLY
 ED3346'SPRINGS  SCHOOL ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR
 ED3346'CHAIN LINK FENCE SURROUNDING A PLAYGROUND.
 ED3346'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3346'ROAD, 22.0 FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD, 4.6 FEET
 ED3346'SOUTH SOUTHEAST OF THE FENCE LINE, 161.0 FEET WEST OF THE CENTER OF
 ED3346'THE HIGHWAY, 78.4 FEET EAST NORTHEAST OF THE CENTER OF A DRIVE
 ED3346'LEADING INTO THE PLAYGROUND (ALSO CENTER OF THE GATE), 5.6 FEET
 ED3346'SOUTHEAST OF A WITNESS POST.
 ED3346'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3345 ***********************************************************************
 ED3345  DESIGNATION -  39 093
 ED3345  PID         -  ED3345
 ED3345  STATE/COUNTY-  SC/PICKENS
 ED3345  USGS QUAD   -  SUNSET (1980)
 ED3345
 ED3345                         *CURRENT SURVEY CONTROL
 ED3345  ___________________________________________________________________
 ED3345* NAD 83(1986)-  34 58 58.     (N)    082 45 15.     (W)     SCALED    
 ED3345* NAVD 88     -       361.570  (meters)    1186.25   (feet)  ADJUSTED  
 ED3345  ___________________________________________________________________
 ED3345  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 ED3345  DYNAMIC HT  -         361.195 (meters)    1185.02  (feet)  COMP
 ED3345  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 ED3345
 ED3345  VERT ORDER  -  FIRST     CLASS II
 ED3345
 ED3345.The horizontal coordinates were scaled from a topographic map and have
 ED3345.an estimated accuracy of +/- 6 seconds.
 ED3345
 ED3345.The orthometric height was determined by differential leveling
 ED3345.and adjusted by the National Geodetic Survey in August 1993..
 ED3345
 ED3345.The geoid height was determined by GEOID03.
 ED3345
 ED3345.The dynamic height is computed by dividing the NAVD 88
 ED3345.geopotential number by the normal gravity value computed on the
 ED3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3345.degrees latitude (g = 980.6199 gals.).
 ED3345
 ED3345.The modeled gravity was interpolated from observed gravity values.
 ED3345
 ED3345;                    North         East    Units  Estimated Accuracy
 ED3345;SPC SC       -   350,650.      449,430.      MT  (+/- 180 meters Scaled)
 ED3345
 ED3345                          SUPERSEDED SURVEY CONTROL
 ED3345
 ED3345  NGVD 29 (12/12/91)  361.628  (m)         1186.44   (f) ADJUSTED    1 2
 ED3345
 ED3345.Superseded values are not recommended for survey control.
 ED3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3345.See file dsdata.txt to determine how the superseded data were derived.
 ED3345
 ED3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU398725(NAD 83)
 ED3345_MARKER: DD = SURVEY DISK
 ED3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3345_SP_SET: CONCRETE POST
 ED3345_STAMPING: 39 093 1989
 ED3345_MARK LOGO: SCGS  
 ED3345_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3345+STABILITY: SURFACE MOTION
 ED3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3345+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3345
 ED3345  HISTORY     - Date     Condition        Report By
 ED3345  HISTORY     - 1989     MONUMENTED       SCGS
 ED3345
 ED3345                          STATION DESCRIPTION
 ED3345
 ED3345'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3345'STATION IS LOCATED 5.15 MILES SOUTHEAST OF ROCKY BOTTOM AND 6.9 MILES
 ED3345'NORTHEAST OF NINE TIMES.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3345'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3345'803-737-1350.
 ED3345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (MOOREFIELD
 ED3345'MEMORIAL HIGHWAY) AND STATE HIGHWAY 288 (TABLE ROCK ROAD), 5.2 MILES
 ED3345'SOUTHEAST OF ROCKY BOTTOM, GO SOUTH ON HIGHWAY 178 FOR 0.35 MILE TO
 ED3345'THE STATION ON THE LEFT IN A GRASS MEDIAN AT A REST AREA.
 ED3345'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 ED3345'THE HIGHWAY, 22.2 FEET EAST OF THE CENTER OF THE HIGHWAY, 102.0 FEET
 ED3345'SOUTH OF THE CENTER OF THE NORTH ENTRANCE TO THE THE REST AREA, 109.3
 ED3345'FEET SOUTHWEST OF A DOUBLE-TRUNKED OAK TREE WITH A SCGS REFERENCE
 ED3345'WASHER ATTACHED, 29.0 FEET WEST OF THE CENTER OF THE PAVED REST AREA,
 ED3345'112.0 FEET NORTH OF THE CENTER OF THE SOUTH ENTRANCE, 47.8 FEET
 ED3345'NORTHWEST OF A WITNESS POST.
 ED3345'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3496 ***********************************************************************
 FB3496  DESIGNATION -  39 094
 FB3496  PID         -  FB3496
 FB3496  STATE/COUNTY-  SC/PICKENS
 FB3496  USGS QUAD   -  TABLE ROCK (1978)
 FB3496
 FB3496                         *CURRENT SURVEY CONTROL
 FB3496  ___________________________________________________________________
 FB3496* NAD 83(1986)-  35 00 27.     (N)    082 43 48.     (W)     SCALED    
 FB3496* NAVD 88     -       362.479  (meters)    1189.23   (feet)  ADJUSTED  
 FB3496  ___________________________________________________________________
 FB3496  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 FB3496  DYNAMIC HT  -         362.101 (meters)    1187.99  (feet)  COMP
 FB3496  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 FB3496
 FB3496  VERT ORDER  -  FIRST     CLASS II
 FB3496
 FB3496.The horizontal coordinates were scaled from a topographic map and have
 FB3496.an estimated accuracy of +/- 6 seconds.
 FB3496
 FB3496.The orthometric height was determined by differential leveling
 FB3496.and adjusted by the National Geodetic Survey in August 1993..
 FB3496
 FB3496.The geoid height was determined by GEOID03.
 FB3496
 FB3496.The dynamic height is computed by dividing the NAVD 88
 FB3496.geopotential number by the normal gravity value computed on the
 FB3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3496.degrees latitude (g = 980.6199 gals.).
 FB3496
 FB3496.The modeled gravity was interpolated from observed gravity values.
 FB3496
 FB3496;                    North         East    Units  Estimated Accuracy
 FB3496;SPC SC       -   353,350.      451,680.      MT  (+/- 180 meters Scaled)
 FB3496
 FB3496                          SUPERSEDED SURVEY CONTROL
 FB3496
 FB3496  NGVD 29 (12/12/91)  362.536  (m)         1189.42   (f) ADJUSTED    1 2
 FB3496
 FB3496.Superseded values are not recommended for survey control.
 FB3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3496.See file dsdata.txt to determine how the superseded data were derived.
 FB3496
 FB3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU421752(NAD 83)
 FB3496_MARKER: DD = SURVEY DISK
 FB3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3496_SP_SET: CONCRETE POST
 FB3496_STAMPING: 39 094 1989
 FB3496_MARK LOGO: SCGS  
 FB3496_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3496+STABILITY: SURFACE MOTION
 FB3496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3496+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1991
 FB3496
 FB3496  HISTORY     - Date     Condition        Report By
 FB3496  HISTORY     - 1990     MONUMENTED       SCGS
 FB3496  HISTORY     - 19910422 GOOD             SCGS
 FB3496
 FB3496                          STATION DESCRIPTION
 FB3496
 FB3496'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3496'STATION IS LOCATED 9.0 MILES SOUTHWEST OF CAESARS HEAD AND 4.4 MILES
 FB3496'WEST OF PUMPKINTOWN. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 FB3496'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3496'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE
 FB3496'HIGHWAY 11 (4.7 MILES SOUTH SOUTHEAST OF ROCKY BOTTOM), GO EAST ON
 FB3496'HIGHWAY 11 FOR 2.05 MILES TO THE STATION ON THE RIGHT NEAR THE WEST
 FB3496'END OF THE SOUTH GUARDRAIL.
 FB3496'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.O FOOT BELOW
 FB3496'THE HIGHWAY, 32.6 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 FB3496'21.0 FEET SOUTHWEST OF THE WEST END OF THE SOUTH GUARDRAIL, 51.6 FEET
 FB3496'NORTH OF THE EAST END OF A 11.5-FOOT LONG BOULDER (ORNAMENTAL), 63.4
 FB3496'FEET EAST NORTHEAST OF THE CENTER OF A PAVED DRIVE, 32.7 FEET
 FB3496'SOUTHWEST OF A WITNESS POST.
 FB3496'DESCRIBED BY B.J. MORGAN.
 FB3496
 FB3496                          STATION RECOVERY (1991)
 FB3496
 FB3496'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3495 ***********************************************************************
 FB3495  DESIGNATION -  39 095
 FB3495  PID         -  FB3495
 FB3495  STATE/COUNTY-  SC/PICKENS
 FB3495  USGS QUAD   -  TABLE ROCK (1978)
 FB3495
 FB3495                         *CURRENT SURVEY CONTROL
 FB3495  ___________________________________________________________________
 FB3495* NAD 83(1986)-  35 00 49.     (N)    082 42 56.     (W)     SCALED    
 FB3495* NAVD 88     -       374.896  (meters)    1229.97   (feet)  ADJUSTED  
 FB3495  ___________________________________________________________________
 FB3495  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FB3495  DYNAMIC HT  -         374.506 (meters)    1228.69  (feet)  COMP
 FB3495  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 FB3495
 FB3495  VERT ORDER  -  FIRST     CLASS II
 FB3495
 FB3495.The horizontal coordinates were scaled from a topographic map and have
 FB3495.an estimated accuracy of +/- 6 seconds.
 FB3495
 FB3495.The orthometric height was determined by differential leveling
 FB3495.and adjusted by the National Geodetic Survey in August 1993..
 FB3495
 FB3495.The geoid height was determined by GEOID03.
 FB3495
 FB3495.The dynamic height is computed by dividing the NAVD 88
 FB3495.geopotential number by the normal gravity value computed on the
 FB3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3495.degrees latitude (g = 980.6199 gals.).
 FB3495
 FB3495.The modeled gravity was interpolated from observed gravity values.
 FB3495
 FB3495;                    North         East    Units  Estimated Accuracy
 FB3495;SPC SC       -   354,010.      453,010.      MT  (+/- 180 meters Scaled)
 FB3495
 FB3495                          SUPERSEDED SURVEY CONTROL
 FB3495
 FB3495  NGVD 29 (12/12/91)  374.954  (m)         1230.16   (f) ADJUSTED    1 2
 FB3495
 FB3495.Superseded values are not recommended for survey control.
 FB3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3495.See file dsdata.txt to determine how the superseded data were derived.
 FB3495
 FB3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU434758(NAD 83)
 FB3495_MARKER: DD = SURVEY DISK
 FB3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3495_SP_SET: CONCRETE POST
 FB3495_STAMPING: 39 095 1989
 FB3495_MARK LOGO: SCGS  
 FB3495_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3495+STABILITY: SURFACE MOTION
 FB3495
 FB3495  HISTORY     - Date     Condition        Report By
 FB3495  HISTORY     - 1990     MONUMENTED       SCGS
 FB3495
 FB3495                          STATION DESCRIPTION
 FB3495
 FB3495'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3495'STATION IS LOCATED 8.2 MILES SOUTHWEST OF CAESARS HEAD AND 3.65 MILES
 FB3495'WEST NORTHWEST OF PUMPKINTOWN. OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3495'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3495'803-737-1350.
 FB3495'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE
 FB3495'HIGHWAY 11 (4.7 MILES SOUTH SOUTHEAST OF ROCKY BOTTOM), GO EAST ON
 FB3495'HIGHWAY 11 FOR 2.9 MILES TO THE WEST JUNCTION OF STATE ROAD 25 (TABLE
 FB3495'ROCK STATE PARK ROAD) AND THE STATION IN THE NORTHEAST ANGLE.
 FB3495'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.O FOOT BELOW
 FB3495'THE HIGHWAY, 33.4 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 FB3495'31.7 FEET EAST NORTHEAST OF THE CENTER OF THE ROAD, 54.0 FEET EAST
 FB3495'SOUTHEAST OF THE END OF A GUARDRAIL, 11.5 FEET NORTHEAST OF A WITNESS
 FB3495'POST.
 FB3495'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3494 ***********************************************************************
 FB3494  DESIGNATION -  39 096
 FB3494  PID         -  FB3494
 FB3494  STATE/COUNTY-  SC/PICKENS
 FB3494  USGS QUAD   -  TABLE ROCK (1978)
 FB3494
 FB3494                         *CURRENT SURVEY CONTROL
 FB3494  ___________________________________________________________________
 FB3494* NAD 83(2001)-  35 01 07.96887(N)    082 42 08.04127(W)     ADJUSTED  
 FB3494* NAVD 88     -       356.048  (meters)    1168.13   (feet)  ADJUSTED  
 FB3494  ___________________________________________________________________
 FB3494  X           -     664,281.066 (meters)                     COMP
 FB3494  Y           -  -5,187,129.427 (meters)                     COMP
 FB3494  Z           -   3,639,769.107 (meters)                     COMP
 FB3494  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 FB3494  ELLIP HEIGHT-         325.19  (meters)          (03/27/03) GPS OBS
 FB3494  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 FB3494  DYNAMIC HT  -         355.677 (meters)    1166.92  (feet)  COMP
 FB3494  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 FB3494
 FB3494  HORZ ORDER  -  FIRST
 FB3494  VERT ORDER  -  FIRST     CLASS II
 FB3494  ELLP ORDER  -  FOURTH    CLASS II
 FB3494
 FB3494.The horizontal coordinates were established by GPS observations
 FB3494.and adjusted by the National Geodetic Survey in March 2003..
 FB3494
 FB3494.The orthometric height was determined by differential leveling
 FB3494.and adjusted by the National Geodetic Survey in August 1993..
 FB3494
 FB3494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3494
 FB3494.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3494
 FB3494.The ellipsoidal height was determined by GPS observations
 FB3494.and is referenced to NAD 83.
 FB3494
 FB3494.The geoid height was determined by GEOID03.
 FB3494
 FB3494.The dynamic height is computed by dividing the NAVD 88
 FB3494.geopotential number by the normal gravity value computed on the
 FB3494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3494.degrees latitude (g = 980.6199 gals.).
 FB3494
 FB3494.The modeled gravity was interpolated from observed gravity values.
 FB3494
 FB3494;                    North         East     Units Scale Factor Converg.
 FB3494;SPC SC       -   354,570.886   454,237.860   MT  1.00007125   -0 56 37.4
 FB3494;SPC SC       - 1,163,290.31  1,490,281.69   iFT  1.00007125   -0 56 37.4
 FB3494;UTM  17      - 3,876,460.912   344,696.180   MT  0.99989726   -0 58 37.3
 FB3494
 FB3494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3494!SPC SC       -   0.99994896  x   1.00007125  =   1.00002020
 FB3494!UTM  17      -   0.99994896  x   0.99989726  =   0.99984622
 FB3494
 FB3494                          SUPERSEDED SURVEY CONTROL
 FB3494
 FB3494  NAD 83(1995)-  35 01 07.97042(N)    082 42 08.04102(W) AD(       ) 1
 FB3494  ELLIP H (12/20/99)  325.20   (m)                       GP(       ) 4 1
 FB3494  NAD 83(1995)-  35 01 07.97261(N)    082 42 08.04135(W) AD(       ) 1
 FB3494  NAD 83(1986)-  35 01 07.97715(N)    082 42 08.04277(W) AD(       ) 1
 FB3494  NGVD 29 (12/12/91)  356.106  (m)         1168.32   (f) ADJUSTED    1 2
 FB3494
 FB3494.Superseded values are not recommended for survey control.
 FB3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3494.See file dsdata.txt to determine how the superseded data were derived.
 FB3494
 FB3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4469676461(NAD 83)
 FB3494_MARKER: DD = SURVEY DISK
 FB3494_SETTING: 66 = SET IN ROCK OUTCROP
 FB3494_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FB3494_STAMPING: 39 096 1990
 FB3494_MARK LOGO: SCGS  
 FB3494_PROJECTION: FLUSH
 FB3494_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB3494+STABILITY: POSITION/ELEVATION WELL
 FB3494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3494+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1999
 FB3494
 FB3494  HISTORY     - Date     Condition        Report By
 FB3494  HISTORY     - 1990     MONUMENTED       SCGS
 FB3494  HISTORY     - 19910716 GOOD             SCGS
 FB3494  HISTORY     - 19910716 GOOD             SCGS
 FB3494  HISTORY     - 19920107 GOOD
 FB3494  HISTORY     - 19990517 GOOD             SCGS
 FB3494
 FB3494                          STATION DESCRIPTION
 FB3494
 FB3494'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3494'STATION IS LOCATED 3.0 MILES NORTHWEST OF PUMPKINTOWN.
 FB3494'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3494'COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3494'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE
 FB3494'HIGHWAY 11 (4.7 MILES SOUTH SOUTHEAST OF ROCKY BOTTOM), GO EAST ON
 FB3494'HIGHWAY 11 FOR 2.9 MILES TO THE WEST JUNCTION OF STATE ROAD 25 (TABLE
 FB3494'ROCK STATE PARK ROAD), CONTINUE ON HIGHWAY 11 FOR 0.85 MILE TO THE
 FB3494'STATION ON THE LEFT NEAR THE FENCE IN FRONT OF TABLE ROCK REALTY.
 FB3494'STATION IS A DRILL MARK IN ROCK OUTCROP AND 2.0 FEET ABOVE THE
 FB3494'HIGHWAY, 44.1 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 FB3494'101.3 FEET SOUTH OF THE SOUTH CORNER OF THE REALTY BUILDING, 7.7 FEET
 FB3494'SOUTHEAST OF THE FENCE LINE, 70.0 FEET SOUTHEAST OF AN 18-INCH CEDAR
 FB3494'TREE, 134.0 FEET EAST NORTHEAST OF THE CENTER OF THE SOUTHWEST
 FB3494'ENTRANCE DRIVEWAY TO THE REALTY OFFICE, 7.8 FEET SOUTHEAST OF A
 FB3494'WITNESS POST.
 FB3494'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB3494'DESCRIBED BY B.J. MORGAN.
 FB3494
 FB3494                          STATION RECOVERY (1991)
 FB3494
 FB3494'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3494'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF PUMPKINTOWN.
 FB3494'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3494'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 FB3494'JUNCTION OF U.S. HIGHWAY 178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE
 FB3494'HIGHWAY 11, 4.7 MILES (7.6 KM) SOUTHEAST OF ROCKY BOTTOM, GO
 FB3494'NORTHEAST ON HIGHWAY 11 FOR 2.95 MILES (4.75 KM) TO THE WEST JUNCTION
 FB3494'OF STATE ROAD 25 (WEST GATE AND HICKORY HOLLOW ROADS), CONTINUE ON
 FB3494'HIGHWAY 11 FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE LEFT IN
 FB3494'FRONT OF TABLE ROCK REALTY, 0.3 MILE (0.5 KM) WEST SOUTHWEST OF THE
 FB3494'EAST JUNCTION OF STATE ROAD 25 (WEST GATE ROAD). STATION IS A DRILL
 FB3494'HOLE IN ROCK OUTCROP AND 1.5 FEET (0.5 M) ABOVE THE HIGHWAY, 44.1
 FB3494'FEET (13.4 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 101.4
 FB3494'FEET (30.9 M) SOUTH OF THE SOUTHWEST CORNER OF THE REAL ESTATE
 FB3494'BUILDING, 85.3 FEET (26.0 M) SOUTH SOUTHEAST OF A SECURITY LIGHT
 FB3494'POLE, 31.2 FEET (9.5 M) WEST SOUTHWEST OF THE WEST SOUTHWEST FACE OF
 FB3494'A STONE PLANTER WITH A SIGN (TABLE ROCK REALTY), 106.2 FEET (32.4 M)
 FB3494'EAST OF A POWER POLE WITH TRANSFORMER AND TWO GUY WIRES, 7.9 FEET
 FB3494'(2.4 M) SOUTHEAST OF A WITNESS POST IN A SPLIT RAIL FENCE LINE.
 FB3494'RECOVERED BY C.E. GEOGHEGAN.
 FB3494
 FB3494                          STATION RECOVERY (1991)
 FB3494
 FB3494'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 FB3494'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF PUMPKINTOWN.
 FB3494'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3494'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 FB3494'JUNCTION OF U.S. HIGHWAY 178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE
 FB3494'HIGHWAY 11, 4.7 MILES (7.6 KM) SOUTHEAST OF ROCKY BOTTOM, GO NORTHEAST
 FB3494'ON HIGHWAY 11 FOR 2.95 MILES (4.75 KM) TO THE WEST JUNCTION OF STATE
 FB3494'ROAD 25 (WEST GATE AND HICKORY HOLLOW ROADS), CONTINUE ON HIGHWAY 11
 FB3494'FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE LEFT IN FRONT OF TABLE
 FB3494'ROCK REALTY, 0.3 MILE (0.5 KM) WEST SOUTHWEST OF THE EAST JUNCTION OF
 FB3494'STATE ROAD 25 (WEST GATE ROAD). STATION IS A DRILL HOLE IN ROCK
 FB3494'OUTCROP AND 1.5 FEET (0.5 M) ABOVE THE HIGHWAY, 44.1 FEET (13.4 M)
 FB3494'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 101.4 FEET (30.9 M)
 FB3494'SOUTH OF THE SOUTHWEST CORNER OF THE REAL ESTATE BUILDING, 85.3 FEET
 FB3494'(26.0 M) SOUTH SOUTHEAST OF A SECURITY LIGHT POLE, 31.2 FEET (9.5 M)
 FB3494'WEST SOUTHWEST OF THE WEST SOUTHWEST FACE OF A STONE PLANTER WITH A
 FB3494'SIGN (TABLE ROCK REALTY), 106.2 FEET (32.4 M) EAST OF A POWER POLE
 FB3494'WITH TRANSFORMER AND TWO GUY WIRES, 7.9 FEET (2.4 M) SOUTHEAST OF A
 FB3494'WITNESS POST IN A SPLIT RAIL FENCE LINE. RECOVERED BY C.E. GEOGHEGAN.
 FB3494
 FB3494                          STATION RECOVERY (1992)
 FB3494
 FB3494'RECOVERED 1992
 FB3494'RECOVERED IN GOOD CONDITION.
 FB3494
 FB3494                          STATION RECOVERY (1999)
 FB3494
 FB3494'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 FB3494'STATION IS LOCATED 2.9 MILES (4.7 KM) NORTHWEST OF PUMPKINTOWN, 9.4
 FB3494'MILES (15.1 KM) NORTH OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3494'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3494'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FB3494'178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE HIGHWAY 11 (CHEROKEE
 FB3494'FOOTHILLS SCENIC HIGHWAY) , 4.7 MILES (7.6 KM) SOUTHEAST OF ROCKY
 FB3494'BOTTOM, GO NORTHEAST ON HIGHWAY 11 FOR 2.95 MILES (4.75 KM) TO THE
 FB3494'WEST JUNCTION OF STATE ROAD 25 (WEST GATE AND HICKORY HOLLOW ROADS) ,
 FB3494'CONTINUE ON HIGHWAY 11 FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE
 FB3494'LEFT IN FRONT OF TABLE ROCK REALTY AND CONSTRUCTION, 0.3 MILE (0.5 KM)
 FB3494'WEST SOUTHWEST OF THE EAST JUNCTION OF STATE ROAD 25 (WEST GATE ROAD)
 FB3494'.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5
 FB3494'M) ABOVE THE HIGHWAY, 44.4 FEET (13.5 M) NORTH NORTHWEST OF THE CENTER
 FB3494'OF THE HIGHWAY, 101.3 FEET (30.9 M) SOUTH OF THE SOUTHWEST CORNER OF
 FB3494'THE REAL ESTATE BUILDING, 85.2 FEET (26.0 M) SOUTH SOUTHEAST OF A
 FB3494'SECURITY LIGHT POLE, 31.1 FEET (9.5 M) WEST SOUTHWEST OF THE WEST
 FB3494'SOUTHWEST FACE OF A STONE PLANTER WITH SIGN (TABLE ROCK REALTY) ,
 FB3494'106.0 FEET (32.3 M) EAST OF A POWER POLE NUMBER 59381 WITH A
 FB3494'TRANSFORMER AND TWO GUY WIRES, 8.4 FEET (2.6 M) SOUTHEAST OF A WITNESS
 FB3494'POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3493 ***********************************************************************
 FB3493  DESIGNATION -  39 097
 FB3493  PID         -  FB3493
 FB3493  STATE/COUNTY-  SC/PICKENS
 FB3493  USGS QUAD   -  TABLE ROCK (1978)
 FB3493
 FB3493                         *CURRENT SURVEY CONTROL
 FB3493  ___________________________________________________________________
 FB3493* NAD 83(1986)-  35 01 36.     (N)    082 41 25.     (W)     SCALED    
 FB3493* NAVD 88     -       367.632  (meters)    1206.14   (feet)  ADJUSTED  
 FB3493  ___________________________________________________________________
 FB3493  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FB3493  DYNAMIC HT  -         367.250 (meters)    1204.89  (feet)  COMP
 FB3493  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 FB3493
 FB3493  VERT ORDER  -  FIRST     CLASS II
 FB3493
 FB3493.The horizontal coordinates were scaled from a topographic map and have
 FB3493.an estimated accuracy of +/- 6 seconds.
 FB3493
 FB3493.The orthometric height was determined by differential leveling
 FB3493.and adjusted by the National Geodetic Survey in August 1993..
 FB3493
 FB3493.The geoid height was determined by GEOID03.
 FB3493
 FB3493.The dynamic height is computed by dividing the NAVD 88
 FB3493.geopotential number by the normal gravity value computed on the
 FB3493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3493.degrees latitude (g = 980.6199 gals.).
 FB3493
 FB3493.The modeled gravity was interpolated from observed gravity values.
 FB3493
 FB3493;                    North         East    Units  Estimated Accuracy
 FB3493;SPC SC       -   355,420.      455,340.      MT  (+/- 180 meters Scaled)
 FB3493
 FB3493                          SUPERSEDED SURVEY CONTROL
 FB3493
 FB3493  NGVD 29 (12/12/91)  367.692  (m)         1206.34   (f) ADJUSTED    1 2
 FB3493
 FB3493.Superseded values are not recommended for survey control.
 FB3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3493.See file dsdata.txt to determine how the superseded data were derived.
 FB3493
 FB3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU458773(NAD 83)
 FB3493_MARKER: DD = SURVEY DISK
 FB3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3493_SP_SET: CONCRETE POST
 FB3493_STAMPING: 39 097 1990
 FB3493_MARK LOGO: SCGS  
 FB3493_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3493+STABILITY: SURFACE MOTION
 FB3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3493+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 FB3493
 FB3493  HISTORY     - Date     Condition        Report By
 FB3493  HISTORY     - 1990     MONUMENTED       SCGS
 FB3493  HISTORY     - 20000605 GOOD             SCGS
 FB3493
 FB3493                          STATION DESCRIPTION
 FB3493
 FB3493'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3493'STATION IS LOCATED 2.8 MILES NORTHWEST OF PUMPKINTOWN.
 FB3493'OWNERSHIP--JAMES B. ANTHONY, 4919 ROUTE 3, HIGHWAY 11, PICKENS, SC
 FB3493'29671, PHONE 803-878-3242.
 FB3493'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE
 FB3493'HIGHWAY 11 (4.7 MILES SOUTH SOUTHEAST OF ROCKY BOTTOM), GO EAST ON
 FB3493'HIGHWAY 11 FOR 4.3 MILES TO THE EASTERN MOST JUNCTION OF STATE ROAD
 FB3493'25 AND TABLE ROCK STATE PARK ROAD, CONTINUE ON HIGHWAY 11 FOR 0.35
 FB3493'MILE TO THE STATION NEAR A WOODEN SIGN (CHEROKEE FOOTHILLS REALTY
 FB3493'OFFICE) IN THE EAST ANGLE OF A GRAVEL DRIVEWAY LEADING TO THE
 FB3493'CHEROKEE FOOTHILLS REALTY OFFICE.
 FB3493'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET ABOVE
 FB3493'THE HIGHWAY, 76.7 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 64.0
 FB3493'FEET NORTH NORTHEAST OF THE CENTER OF THE DRIVEWAY, 56.8 FEET EAST
 FB3493'NORTHEAST OF THE NORTHEAST END OF AN 18-INCH CONCRETE PIPE CULVERT
 FB3493'BENEATH THE DRIVEWAY, 34.3 FEET NORTH NORTHWEST OF THE NORTHERN MOST
 FB3493'CORNER OF THE SIGN.
 FB3493'DESCRIBED BY B.J. MORGAN.
 FB3493
 FB3493                          STATION RECOVERY (2000)
 FB3493
 FB3493'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3493'STATION IS LOCATED 6.5 MILES (10.5 KM) EAST OF ROCKY BOTTOM, 10.0
 FB3493'NORTH OF PICKENS.  OWNERSHIP--JAMES B.  ANTHONY, 4919 ROUTE 3 HIGHWAY
 FB3493'11, PICKENS, SC 29671, PHONE 843-878-3242.  TO REACH THE STATION FROM
 FB3493'THE JUNCTION OF U.S.  HIGHWAY 178 AND STATE HIGHWAY 11 (CHEROKEE
 FB3493'FOOTHILLS SCENIC HIGHWAY) , 4.9 MILES (7.9 KM) SOUTHEAST OF ROCKY
 FB3493'BOTTOM, GO EAST ON HIGHWAY 11 FOR 4.3 MILES (6.9 KM) TO THE
 FB3493'EASTERN-MOST JUNCTION OF STATE ROAD 25 RIGHT AND TABLE ROCK STATE PARK
 FB3493'ROAD LEFT, CONTINUE ON HIGHWAY 11 FOR 0.35 MILE (0.56 KM) TO THE
 FB3493'STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF A GRAVEL DRIVE
 FB3493'(HIAWATHA TRAIL) LEADING TO CHEROKEE FOOTHILLS REALTY COMPANY. STATION
 FB3493'IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET (1.5 M) ABOVE
 FB3493'THE HIGHWAY, 77.5 FEET (23.6 M) SOUTHEAST OF THE CENTER OF THE
 FB3493'HIGHWAY, 63.1 FEET (19.2 M) NORTHEAST OF THE CENTER OF THE DRIVEWAY,
 FB3493'56.6 FEET (17.3 M) EAST NORTHEAST OF THE EAST END OF A 1.5-FOOT
 FB3493'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO LAUREL MOUNTAIN
 FB3493'INN, 1.2 FEET (0.4 M) WEST NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3490 ***********************************************************************
 FB3490  DESIGNATION -  39 098
 FB3490  PID         -  FB3490
 FB3490  STATE/COUNTY-  SC/PICKENS
 FB3490  USGS QUAD   -  TABLE ROCK (1978)
 FB3490
 FB3490                         *CURRENT SURVEY CONTROL
 FB3490  ___________________________________________________________________
 FB3490* NAD 83(1986)-  35 02 34.     (N)    082 38 50.     (W)     SCALED    
 FB3490* NAVD 88     -       338.758  (meters)    1111.41   (feet)  ADJUSTED  
 FB3490  ___________________________________________________________________
 FB3490  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FB3490  DYNAMIC HT  -         338.407 (meters)    1110.26  (feet)  COMP
 FB3490  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 FB3490
 FB3490  VERT ORDER  -  FIRST     CLASS II
 FB3490
 FB3490.The horizontal coordinates were scaled from a topographic map and have
 FB3490.an estimated accuracy of +/- 6 seconds.
 FB3490
 FB3490.The orthometric height was determined by differential leveling
 FB3490.and adjusted by the National Geodetic Survey in August 1993..
 FB3490
 FB3490.The geoid height was determined by GEOID03.
 FB3490
 FB3490.The dynamic height is computed by dividing the NAVD 88
 FB3490.geopotential number by the normal gravity value computed on the
 FB3490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3490.degrees latitude (g = 980.6199 gals.).
 FB3490
 FB3490.The modeled gravity was interpolated from observed gravity values.
 FB3490
 FB3490;                    North         East    Units  Estimated Accuracy
 FB3490;SPC SC       -   357,140.      459,300.      MT  (+/- 180 meters Scaled)
 FB3490
 FB3490                          SUPERSEDED SURVEY CONTROL
 FB3490
 FB3490  NGVD 29 (12/12/91)  338.820  (m)         1111.61   (f) ADJUSTED    1 2
 FB3490
 FB3490.Superseded values are not recommended for survey control.
 FB3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3490.See file dsdata.txt to determine how the superseded data were derived.
 FB3490
 FB3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU497790(NAD 83)
 FB3490_MARKER: DD = SURVEY DISK
 FB3490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3490_SP_SET: CONCRETE POST
 FB3490_STAMPING: 39 098 1990
 FB3490_MARK LOGO: SCGS  
 FB3490_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3490+STABILITY: SURFACE MOTION
 FB3490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3490+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3490
 FB3490  HISTORY     - Date     Condition        Report By
 FB3490  HISTORY     - 1990     MONUMENTED       SCGS
 FB3490  HISTORY     - 20000606 GOOD             SCGS
 FB3490
 FB3490                          STATION DESCRIPTION
 FB3490
 FB3490'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3490'STATION IS LOCATED 2.8 MILES NORTH OF PUMPKINTOWN. OWNERSHIP--SCDHPT,
 FB3490'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3490'803-737-1350.
 FB3490'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 8 AND
 FB3490'11 (3.65 MILES NORTHEAST OF PUMPKINTOWN), GO WEST ON HIGHWAY 11 FOR
 FB3490'1.4 MILE TO THE STATION ON THE RIGHT NEAR THE END OF A GUARDRAIL.
 FB3490'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 FB3490'THE HIGHWAY, 25.2 FEET NORTH OF THE CENTER OF THE HIGHWAY, 6.6 FEET
 FB3490'WEST NORTHWEST OF THE END GUARDRAIL POST WITH A SCGS REFERENCE WASHER
 FB3490'ATTACHED, 19.4 FEET SOUTH SOUTHEAST OF A 6-INCH PINE TREE WITH A SCGS
 FB3490'REFERENCE WASHER ATTACHED, 6.9 FEET WEST NORTHWEST OF A WITNESS POST.
 FB3490'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB3490'DESCRIBED BY D.L. FERGUSON.
 FB3490
 FB3490                          STATION RECOVERY (2000)
 FB3490
 FB3490'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3490'STATION IS LOCATED 7.2 MILES (11.6 KM) EAST OF ROCKY BOTTOM, 11.5
 FB3490'NORTH NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3490'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3490'803-737-1350.  TO REACH THE STATION FROM THE WESTERNMOST JUNCTION OF
 FB3490'STATE HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 8, 5.0 MILES
 FB3490'(8.0 KM) WEST OF CLEVELAND, GO WEST ON HIGHWAY 11 FOR 1.4 MILES (2.3
 FB3490'KM) TO THE STATION ON THE RIGHT NEAR THE END OF A GUARDRAIL. STATION
 FB3490'IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW
 FB3490'THE HIGHWAY, 24.2 FEET (7.4 M) NORTH OF THE CENTER OF THE HIGHWAY, 6.6
 FB3490'FEET (2.0 M) WEST NORTHWEST OF THE WESTERN-MOST WOODEN GUARDRAIL POST
 FB3490'WITH A SCGS REFERENCE WASHER ATTACHED, 19.3 FEET (5.9 M) SOUTH
 FB3490'SOUTHEAST OF A 0.7 FOOT (21.3 CM) PINE TREE WITH A SCGS REFERENCE
 FB3490'WASHER ATTACHED, 6.9 FEET (2.1 M) WEST NORTHWEST OF A WITNESS POST.
 FB3490'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 39 099.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3489 ***********************************************************************
 FB3489  DESIGNATION -  39 099
 FB3489  PID         -  FB3489
 FB3489  STATE/COUNTY-  SC/PICKENS
 FB3489  USGS QUAD   -  TABLE ROCK (1978)
 FB3489
 FB3489                         *CURRENT SURVEY CONTROL
 FB3489  ___________________________________________________________________
 FB3489* NAD 83(1986)-  35 02 41.     (N)    082 38 10.     (W)     SCALED    
 FB3489* NAVD 88     -       327.625  (meters)    1074.88   (feet)  ADJUSTED  
 FB3489  ___________________________________________________________________
 FB3489  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FB3489  DYNAMIC HT  -         327.287 (meters)    1073.77  (feet)  COMP
 FB3489  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 FB3489
 FB3489  VERT ORDER  -  FIRST     CLASS II
 FB3489
 FB3489.The horizontal coordinates were scaled from a topographic map and have
 FB3489.an estimated accuracy of +/- 6 seconds.
 FB3489
 FB3489.The orthometric height was determined by differential leveling
 FB3489.and adjusted by the National Geodetic Survey in August 1993..
 FB3489
 FB3489.The geoid height was determined by GEOID03.
 FB3489
 FB3489.The dynamic height is computed by dividing the NAVD 88
 FB3489.geopotential number by the normal gravity value computed on the
 FB3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3489.degrees latitude (g = 980.6199 gals.).
 FB3489
 FB3489.The modeled gravity was interpolated from observed gravity values.
 FB3489
 FB3489;                    North         East    Units  Estimated Accuracy
 FB3489;SPC SC       -   357,340.      460,320.      MT  (+/- 180 meters Scaled)
 FB3489
 FB3489                          SUPERSEDED SURVEY CONTROL
 FB3489
 FB3489  NGVD 29 (12/12/91)  327.688  (m)         1075.09   (f) ADJUSTED    1 2
 FB3489
 FB3489.Superseded values are not recommended for survey control.
 FB3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3489.See file dsdata.txt to determine how the superseded data were derived.
 FB3489
 FB3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU507792(NAD 83)
 FB3489_MARKER: DD = SURVEY DISK
 FB3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3489_SP_SET: CONCRETE POST
 FB3489_STAMPING: 39 099 1990
 FB3489_MARK LOGO: SCGS  
 FB3489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3489+STABILITY: SURFACE MOTION
 FB3489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3489+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3489
 FB3489  HISTORY     - Date     Condition        Report By
 FB3489  HISTORY     - 1990     MONUMENTED       SCGS
 FB3489  HISTORY     - 20000606 GOOD             SCGS
 FB3489
 FB3489                          STATION DESCRIPTION
 FB3489
 FB3489'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3489'STATION IS LOCATED 3.05 MILES NORTH NORTHEAST OF PUMPKINTOWN AND 4.2
 FB3489'MILES SOUTH SOUTHWEST OF CAESARS HEAD.  OWNERSHIP--SCDHPT, DIRECTOR
 FB3489'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3489'803-737-1350.
 FB3489'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 8 AND
 FB3489'11 (3.65 MILES NORTHEAST OF PUMPKINTOWN), GO WEST ON HIGHWAY 11 FOR
 FB3489'0.75 MILE TO THE STATION ON THE LEFT NEAR THE EAST END OF A
 FB3489'GUARDRAIL, 0.05 MILE EAST OF THE JUNCTION OF A PRIVATE DRIVE LEFT.
 FB3489'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 FB3489'THE HIGHWAY, 26.8 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 FB3489'17.7 FEET EAST OF THE EASTERN MOST GUARDRAIL POST WITH A SCGS
 FB3489'REFERENCE WASHER ATTACHED, 38.7 FEET WEST NORTHWEST OF A POWER POLE
 FB3489'NUMBER 47317, 17.3 FEET EAST OF A WITNESS POST.
 FB3489'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB3489'DESCRIBED BY D.L. FERGUSON.
 FB3489
 FB3489                          STATION RECOVERY (2000)
 FB3489
 FB3489'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3489'STATION IS LOCATED 9.5 MILES (15.3 KM) EAST OF ROCKY BOTTOM, 11.9
 FB3489'NORTH NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3489'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3489'803-737-1350.  TO REACH THE STATION FROM THE WESTERN-MOST JUNCTION OF
 FB3489'STATE HIGHWAYS 11 AND 8, 5.0 MILES (8.0 KM) WEST OF CLEVELAND, GO WEST
 FB3489'ON STATE HIGHWAY 11 FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT
 FB3489'NEAR THE END OF A GUARDRAIL.  STATION IS A CONCRETE POST FLUSH WITH
 FB3489'THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 27.5 FEET (8.4 M)
 FB3489'SOUTH OF THE CENTER OF THE HIGHWAY, 39.6 FEET (12.1 M) SOUTHWEST OF
 FB3489'POWER POLE NUMBER 47317 WITH ONE GUY WIRE ATTACHED, 17.4 FEET (5.3 M)
 FB3489'EAST SOUTHEAST OF THE EASTERN-MOST WOOD GUARDRAIL POST WITH A SCGS
 FB3489'REFERENCE WASHER ATTACHED, 16.8 FEET (5.1 M) EAST SOUTHEAST OF A
 FB3489'WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 39
 FB3489'098.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3486 ***********************************************************************
 FB3486  CBN         -  This is a Cooperative Base Network Control Station.
 FB3486  DESIGNATION -  39 100
 FB3486  PID         -  FB3486
 FB3486  STATE/COUNTY-  SC/PICKENS
 FB3486  USGS QUAD   -  CLEVELAND (1961)
 FB3486
 FB3486                         *CURRENT SURVEY CONTROL
 FB3486  ___________________________________________________________________
 FB3486* NAD 83(2001)-  35 02 52.53936(N)    082 37 24.46595(W)     ADJUSTED  
 FB3486* NAVD 88     -       340.977  (meters)    1118.69   (feet)  ADJUSTED  
 FB3486  ___________________________________________________________________
 FB3486  X           -     671,172.645 (meters)                     COMP
 FB3486  Y           -  -5,184,364.231 (meters)                     COMP
 FB3486  Z           -   3,642,399.197 (meters)                     COMP
 FB3486  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 FB3486  ELLIP HEIGHT-         310.00  (meters)          (01/30/03) GPS OBS
 FB3486  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FB3486  DYNAMIC HT  -         340.625 (meters)    1117.53  (feet)  COMP
 FB3486  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 FB3486
 FB3486  HORZ ORDER  -  B
 FB3486  VERT ORDER  -  FIRST     CLASS II
 FB3486  ELLP ORDER  -  FOURTH    CLASS II
 FB3486
 FB3486.The horizontal coordinates were established by GPS observations
 FB3486.and adjusted by the National Geodetic Survey in January 2003..
 FB3486
 FB3486.The orthometric height was determined by differential leveling
 FB3486.and adjusted by the National Geodetic Survey in August 1993..
 FB3486
 FB3486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3486
 FB3486.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3486
 FB3486.The ellipsoidal height was determined by GPS observations
 FB3486.and is referenced to NAD 83.
 FB3486
 FB3486.The geoid height was determined by GEOID03.
 FB3486
 FB3486.The dynamic height is computed by dividing the NAVD 88
 FB3486.geopotential number by the normal gravity value computed on the
 FB3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3486.degrees latitude (g = 980.6199 gals.).
 FB3486
 FB3486.The modeled gravity was interpolated from observed gravity values.
 FB3486
 FB3486;                    North         East     Units Scale Factor Converg.
 FB3486;SPC SC       -   357,677.609   461,477.266   MT  1.00008337   -0 54 00.2
 FB3486;SPC SC       - 1,173,482.97  1,514,033.02   iFT  1.00008337   -0 54 00.2
 FB3486;UTM  17      - 3,879,562.881   351,935.965   MT  0.99987019   -0 55 56.9
 FB3486
 FB3486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3486!SPC SC       -   0.99995134  x   1.00008337  =   1.00003471
 FB3486!UTM  17      -   0.99995134  x   0.99987019  =   0.99982154
 FB3486
 FB3486                          SUPERSEDED SURVEY CONTROL
 FB3486
 FB3486  NAD 83(1995)-  35 02 52.53931(N)    082 37 24.46583(W) AD(       ) B
 FB3486  ELLIP H (09/11/96)  310.01   (m)                       GP(       ) 4 1
 FB3486  NAD 83(1986)-  35 02 52.54788(N)    082 37 24.46792(W) AD(       ) 1
 FB3486  NAVD 88 (09/11/96)  340.98   (m)         1118.7    (f) LEVELING    3  
 FB3486  NGVD 29 (12/12/91)  341.041  (m)         1118.90   (f) ADJUSTED    1 2
 FB3486
 FB3486.Superseded values are not recommended for survey control.
 FB3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3486.See file dsdata.txt to determine how the superseded data were derived.
 FB3486
 FB3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5193679563(NAD 83)
 FB3486_MARKER: DD = SURVEY DISK
 FB3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3486_SP_SET: CONCRETE POST
 FB3486_STAMPING: 39 100 1990
 FB3486_MARK LOGO: SCGS  
 FB3486_PROJECTION: FLUSH
 FB3486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3486+STABILITY: SURFACE MOTION
 FB3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3486+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 FB3486
 FB3486  HISTORY     - Date     Condition        Report By
 FB3486  HISTORY     - 1990     MONUMENTED       SCGS
 FB3486  HISTORY     - 19910716 GOOD             SCGS
 FB3486  HISTORY     - 19910716 GOOD             SCGS
 FB3486  HISTORY     - 19920107 GOOD
 FB3486  HISTORY     - 19950202 GOOD             SCGS
 FB3486  HISTORY     - 19960403 GOOD             SCGS
 FB3486  HISTORY     - 19960809 GOOD             SCGS
 FB3486  HISTORY     - 19990505 GOOD             SCGS
 FB3486  HISTORY     - 20000606 GOOD             SCGS
 FB3486  HISTORY     - 20020627 GOOD             SCGS
 FB3486  HISTORY     - 20040819 GOOD             WOOLPT
 FB3486
 FB3486                          STATION DESCRIPTION
 FB3486
 FB3486'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3486'STATION IS LOCATED AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8 AND
 FB3486'11 (3.65 MILES NORTHEAST OF PUMPKINTOWN), NEAR THE EAST ENTRANCE
 FB3486'DRIVE OF THE PUMPKINTOWN MOUNTAIN STORES, 3.9 MILES SOUTH OF CAESARS
 FB3486'HEAD.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3486'COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3486'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 FB3486'HIGHWAY 11, 23.4 FEET NORTH NORTHWEST OF THE CENTER OF HIGHWAY 11,
 FB3486'185.2 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 69.2
 FB3486'FEET NORTH NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO
 FB3486'THE STORE AND A SMALL HOUSE, 5.2 FEET SOUTH SOUTHEAST OF A WITNESS
 FB3486'POST.
 FB3486'DESCRIBED BY B.J. MORGAN.
 FB3486
 FB3486                          STATION RECOVERY (1991)
 FB3486
 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3486'RECOVERED IN GOOD CONDITION.
 FB3486
 FB3486                          STATION RECOVERY (1991)
 FB3486
 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 FB3486'RECOVERED AS DESCRIBED IN L252473.
 FB3486
 FB3486                          STATION RECOVERY (1992)
 FB3486
 FB3486'RECOVERED 1992
 FB3486'RECOVERED IN GOOD CONDITION.
 FB3486
 FB3486                          STATION RECOVERY (1995)
 FB3486
 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 FB3486'STATION IS LOCATED NEAR THE EAST ENTRANCE DRIVE OF THE PUMPKINTOWN
 FB3486'MOUNTAIN STORE AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8
 FB3486'(PUMPKINTOWN HIGHWAY) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) ,
 FB3486'3.65 MILES (5.87 KM) NORTHEAST OF PUMPKINTOWN.  STATION IS A CONCRETE
 FB3486'POST FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 11, 23.4 FEET (7.1
 FB3486'M) NORTH NORTHWEST OF HIGHWAY 11, 69.2 FEET (21.1 M) NORTH NORTHEAST
 FB3486'OF THE CENTER OF THE EAST GRAVEL DRIVE LEADING TO THE STORE, 171.0
 FB3486'FEET (52.1 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 FB3486'PORCH AT THE NORTHEAST END OF THE STORE, 81.5 FEET (24.8 M) SOUTHEAST
 FB3486'OF THE SOUTHEAST CORNER OF THE WALL EXTENSION OF AN ENTRANCE MARKER
 FB3486'(OLD WELL) ON THE NORTHEAST SIDE OF THE DRIVE, 5.2 FEET (1.6 M) SOUTH
 FB3486'SOUTHEAST OF A WITNESS POST.  RECOVERED BY R.W. ROBERTS.
 FB3486
 FB3486                          STATION RECOVERY (1996)
 FB3486
 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 FB3486'RECOVERED AS DESCRIBED.
 FB3486
 FB3486                          STATION RECOVERY (1996)
 FB3486
 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 FB3486'STATION IS LOCATED NEAR THE EAST ENTRANCE DRIVE OF THE PUMPKINTOWN
 FB3486'MOUNTAIN OPRY AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8
 FB3486'(PUMPKINTOWN HIGHWAY) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) ,
 FB3486'3.65 MILES (5.87 KM) NORTHEAST OF PUMPKINTOWN.  STATION IS A CONCRETE
 FB3486'POST FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 11, 23.4 FEET (7.1
 FB3486'M) NORTH NORTHWEST OF HIGHWAY 11, 69.2 FEET (21.1 M) NORTH NORTHEAST
 FB3486'OF THE CENTER OF THE EAST GRAVEL DRIVE LEADING TO THE STORE, 171.0
 FB3486'FEET (52.1 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 FB3486'PORCH AT THE NORTHEAST END OF THE STORE, 81.5 FEET (24.8 M) SOUTHEAST
 FB3486'OF THE SOUTHEAST CORNER OF THE WALL EXTENSION OF AN ENTRANCE MARKER
 FB3486'(OLD WELL) ON THE NORTHEAST SIDE OF THE DRIVE, 5.2 FEET (1.6 M) SOUTH
 FB3486'SOUTHEAST OF A WITNESS POST.  RECOVERED BY C.E. GEOGHEAN.
 FB3486
 FB3486                          STATION RECOVERY (1999)
 FB3486
 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 FB3486'STATION IS LOCATED NEAR THE EAST ENTRANCE DRIVE OF THE PUMPKINTOWN
 FB3486'MOUNTAIN OPRY AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8
 FB3486'(PUMPKINTOWN HIGHWAY) AND 11 CHEROKEE FOOTHILLS SCENIC HIGHWAY) , 3.6
 FB3486'MILES (5.8 KM) NORTHEAST OF PUMPKINTOWN, 12.4 MILES (20.0 KM)
 FB3486'NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 FB3486'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A
 FB3486'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH HIGHWAY 11,
 FB3486'22.6 FEET (6.9 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 68.5
 FB3486'FEET (20.9 M) EAST NORTHEAST OF THE CENTER OF THE EAST GRAVEL DRIVE
 FB3486'LEADING TO THE STORE, 171.3 FEET (52.2 M) SOUTHEAST OF THE SOUTHEAST
 FB3486'CORNER OF A CONCRETE PORCH AT THE NORTHEAST END OF THE STORE, 81.3
 FB3486'FEET (24.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WALL EXTENSION
 FB3486'OF AN ENTRANCE MARKER (OLD WELL) ON THE NORTHEAST SIDE OF THE
 FB3486'DRIVEWAY, 5.3 FEET (1.6 M) SOUTH SOUTHEAST OF A WITNESS POST.
 FB3486'RECOVERED BY J.B.  SMOAK.
 FB3486
 FB3486                          STATION RECOVERY (2000)
 FB3486
 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3486'STATION IS LOCATED ON THE NORTH SIDE OF THE WESTERNMOST JUNCTION OF
 FB3486'STATE HIGHWAYS 11 AND 8, 10.2 MILES (16.4 KM) EAST OF ROCKY BOTTOM,
 FB3486'12.4 MILES (20.0 KM) NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR
 FB3486'OF PRECONSTRUCTION, P.0.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3486'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FB3486'1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 22.8 FEET (6.9 M) NORTH OF THE
 FB3486'CENTER OF THE HIGHWAY 11, 119.0 FEET (36.3 M) EAST OF THE EXTENDED
 FB3486'CENTER OF HIGHWAY 8, 82.1 FEET (25.0 M) SOUTH SOUTHEAST OF THE
 FB3486'SOUTHEAST CORNER OF A DECORATIVE WELL, 70.2 FEET (21.4 M) WEST THE
 FB3486'CENTER OF THE EAST GRAVEL ENTRANCE TO THE PUMPKINTOWN MOUNTAIN OPRY,
 FB3486'5.2 FEET (1.6 M) SOUTH OF A WITNESS POST.  RECOVERED BY D.L BRECHLIN.
 FB3486
 FB3486                          STATION RECOVERY (2002)
 FB3486
 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FB3486'STATION IS LOCATED ON THE NORTH SIDE OF THE WESTERN-MOST JUNCTION OF
 FB3486'STATE
 FB3486'HIGHWAYS 11 AND 8 (PUMPKINTOWN HIGHWAY), 10.2 MILES EAST OF ROCKY
 FB3486'BOTTOM, 12.4 MILES
 FB3486'NORTHEAST OF PICKENS. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 FB3486'P.O. BOX 191,
 FB3486'COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3486'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 FB3486'THE
 FB3486'HIGHWAY, 23.1 FEET NORTH OF THE CENTER OF HIGHWAY 11, 119.0 FEET WEST
 FB3486'OF THE
 FB3486'EXTENDED CENTER OF HIGHWAY 8,  82.1 FEET SOUTH SOUTHEAST OF THE
 FB3486'SOUTHEAST
 FB3486'CORNER OF A DECORATIVE WELL, 70.2 FEET EAST OF THE CENTER OF THE EAST
 FB3486'GRAVEL
 FB3486'ENTRANCE TO THE PUMPKINTOWN MOUNTAIN OPRY, 18.3 FEET SOUTH OF A CABLE
 FB3486'FENCE, 5.2 FEET SOUTH OF A WITNESS POST.
 FB3486'RECOVERED BY D.J. NOVAK.
 FB3486' 
 FB3486'
 FB3486
 FB3486                          STATION RECOVERY (2004)
 FB3486
 FB3486'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 FB3486'RECOVERED AS DESCRIBED- JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3487 ***********************************************************************
 FB3487  DESIGNATION -  39 101
 FB3487  PID         -  FB3487
 FB3487  STATE/COUNTY-  SC/PICKENS
 FB3487  USGS QUAD   -  CLEVELAND (1961)
 FB3487
 FB3487                         *CURRENT SURVEY CONTROL
 FB3487  ___________________________________________________________________
 FB3487* NAD 83(1986)-  35 03 30.     (N)    082 36 43.     (W)     SCALED    
 FB3487* NAVD 88     -       336.019  (meters)    1102.42   (feet)  ADJUSTED  
 FB3487  ___________________________________________________________________
 FB3487  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FB3487  DYNAMIC HT  -         335.672 (meters)    1101.28  (feet)  COMP
 FB3487  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 FB3487
 FB3487  VERT ORDER  -  FIRST     CLASS II
 FB3487
 FB3487.The horizontal coordinates were scaled from a topographic map and have
 FB3487.an estimated accuracy of +/- 6 seconds.
 FB3487
 FB3487.The orthometric height was determined by differential leveling
 FB3487.and adjusted by the National Geodetic Survey in August 1993..
 FB3487
 FB3487.The geoid height was determined by GEOID03.
 FB3487
 FB3487.The dynamic height is computed by dividing the NAVD 88
 FB3487.geopotential number by the normal gravity value computed on the
 FB3487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3487.degrees latitude (g = 980.6199 gals.).
 FB3487
 FB3487.The modeled gravity was interpolated from observed gravity values.
 FB3487
 FB3487;                    North         East    Units  Estimated Accuracy
 FB3487;SPC SC       -   358,820.      462,550.      MT  (+/- 180 meters Scaled)
 FB3487
 FB3487                          SUPERSEDED SURVEY CONTROL
 FB3487
 FB3487  NGVD 29 (12/12/91)  336.083  (m)         1102.63   (f) ADJUSTED    1 2
 FB3487
 FB3487.Superseded values are not recommended for survey control.
 FB3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3487.See file dsdata.txt to determine how the superseded data were derived.
 FB3487
 FB3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU530807(NAD 83)
 FB3487_MARKER: DD = SURVEY DISK
 FB3487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3487_SP_SET: CONCRETE POST
 FB3487_STAMPING: 39 101 1990
 FB3487_MARK LOGO: SCGS  
 FB3487_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3487+STABILITY: SURFACE MOTION
 FB3487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3487+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 FB3487
 FB3487  HISTORY     - Date     Condition        Report By
 FB3487  HISTORY     - 1990     MONUMENTED       SCGS
 FB3487  HISTORY     - 19910619 GOOD             SCGS
 FB3487  HISTORY     - 20000606 GOOD             SCGS
 FB3487
 FB3487                          STATION DESCRIPTION
 FB3487
 FB3487'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3487'STATION IS LOCATED 5.3 MILES WEST SOUTHWEST OF CLEVELAND AND 4.4 MILES
 FB3487'NORTH NORTHEAST OF PUMPKINTOWN.  OWNERSHIP--W.B. TROTTER, 3055
 FB3487'HIGHWAY 11, CLEVELAND, SC 29635, PHONE 803-836-6448.
 FB3487'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 11 AND
 FB3487'8 (3.65 MILES NORTHEAST OF PUMPKINTOWN), GO NORTHEAST ON HIGHWAY 11
 FB3487'FOR 0.35 MILE TO THE STATION ON THE RIGHT NEAR A FENCE LINE IN FRONT
 FB3487'OF A TEXACO STATION AND ABOUT IN LINE WITH THE SOUTH WALL OF THE
 FB3487'BUILDING.
 FB3487'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3487'HIGHWAY, 81.8 FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 19.0
 FB3487'FEET WEST NORTHWEST OF THE FENCE LINE, 75.1 FEET WEST NORTHWEST OF
 FB3487'THE SOUTHWEST CORNER OF THE BUILDING, 68.5 FEET NORTH NORTHWEST OF
 FB3487'THE CENTER OF THE SOUTHERN ENTRANCE TO THE STATION, 98.0 FEET
 FB3487'SOUTHWEST OF THE CENTER OF THE NORTHERN ENTRANCE TO THE STATION.
 FB3487'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB3487'DESCRIBED BY D.L. FERGUSON.
 FB3487
 FB3487                          STATION RECOVERY (1991)
 FB3487
 FB3487'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3487'RECOVERED IN GOOD CONDITION.
 FB3487
 FB3487                          STATION RECOVERY (2000)
 FB3487
 FB3487'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3487'STATION IS LOCATED 5.7 MILES (9.2 KM) WEST SOUTHWEST OF CLEVELAND,
 FB3487'13.2 NORTHEAST OF PICKENS.  OWNERSHIP--W.B.  TROTTER, 3055 HIGHWAY 11,
 FB3487'CLEVELAND, SC 29635, PHONE 843-836-6448.  TO REACH THE STATION FROM
 FB3487'THE EASTERN-MOST JUNCTION OF STATE HIGHWAYS 11 AND 8, 10.6 MILES (17.1
 FB3487'KM) EAST OF ROCKY BOTTOM, GO NORTHEAST ON HIGHWAY 11 FOR 0.35 MILE
 FB3487'(0.56 KM) TO THE STATION ON THE RIGHT IN THE FRONT YARD OF AN
 FB3487'ABANDONED GAS STATION (TROTTERS GROCERY) .  STATION IS A CONCRETE POST
 FB3487'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 82.4
 FB3487'FEET (25.1 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 102.1 FEET
 FB3487'(31.1 M) SOUTH SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTH DRIVE
 FB3487'ENTRANCE, 75.2 FEET (22.9 M) NORTH NORTHEAST OF THE NORTHEAST EDGE OF
 FB3487'THE SOUTH DRIVE ENTRANCE, 48.7 FEET (14.8 M) NORTH OF THE POTTERS
 FB3487'GROCERY METAL SIGN POST, 75.5 FEET (23.0 M) WEST NORTHWEST OF THE
 FB3487'SOUTHWEST CORNER OF THE STORE AND IN LINE WITH THE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3485 ***********************************************************************
 FB3485  DESIGNATION -  39 102
 FB3485  PID         -  FB3485
 FB3485  STATE/COUNTY-  SC/PICKENS
 FB3485  USGS QUAD   -  TABLE ROCK (1978)
 FB3485
 FB3485                         *CURRENT SURVEY CONTROL
 FB3485  ___________________________________________________________________
 FB3485* NAD 83(1986)-  35 02 03.     (N)    082 37 54.     (W)     SCALED    
 FB3485* NAVD 88     -       299.148  (meters)     981.45   (feet)  ADJUSTED  
 FB3485  ___________________________________________________________________
 FB3485  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FB3485  DYNAMIC HT  -         298.840 (meters)     980.44  (feet)  COMP
 FB3485  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FB3485
 FB3485  VERT ORDER  -  FIRST     CLASS II
 FB3485
 FB3485.The horizontal coordinates were scaled from a topographic map and have
 FB3485.an estimated accuracy of +/- 6 seconds.
 FB3485
 FB3485.The orthometric height was determined by differential leveling
 FB3485.and adjusted by the National Geodetic Survey in August 1993..
 FB3485
 FB3485.The geoid height was determined by GEOID03.
 FB3485
 FB3485.The dynamic height is computed by dividing the NAVD 88
 FB3485.geopotential number by the normal gravity value computed on the
 FB3485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3485.degrees latitude (g = 980.6199 gals.).
 FB3485
 FB3485.The modeled gravity was interpolated from observed gravity values.
 FB3485
 FB3485;                    North         East    Units  Estimated Accuracy
 FB3485;SPC SC       -   356,160.      460,710.      MT  (+/- 180 meters Scaled)
 FB3485
 FB3485                          SUPERSEDED SURVEY CONTROL
 FB3485
 FB3485  NGVD 29 (12/12/91)  299.212  (m)          981.66   (f) ADJUSTED    1 2
 FB3485
 FB3485.Superseded values are not recommended for survey control.
 FB3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3485.See file dsdata.txt to determine how the superseded data were derived.
 FB3485
 FB3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU511780(NAD 83)
 FB3485_MARKER: DD = SURVEY DISK
 FB3485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3485_SP_SET: CONCRETE POST
 FB3485_STAMPING: 39 102 1990
 FB3485_MARK LOGO: SCGS  
 FB3485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3485+STABILITY: SURFACE MOTION
 FB3485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3485+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 FB3485
 FB3485  HISTORY     - Date     Condition        Report By
 FB3485  HISTORY     - 1990     MONUMENTED       SCGS
 FB3485  HISTORY     - 20000607 GOOD             SCGS
 FB3485
 FB3485                          STATION DESCRIPTION
 FB3485
 FB3485'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3485'STATION IS LOCATED 2.5 MILES NORTHEAST OF PUMPKINTOWN.
 FB3485'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3485'COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3485'TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 11
 FB3485'AND 8 (3.65 MILES NORTHEAST OF PUMPKINTOWN), GO SOUTHWEST ON HIGHWAY
 FB3485'8 FOR 0.95 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE.
 FB3485'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 FB3485'THE HIGHWAY, 30.4 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.1
 FB3485'FEET NORTHWEST OF THE POWER POLE NUMBER 47426 WITH GUY WIRE, 3.4 FEET
 FB3485'NORTHWEST OF A WITNESS POST.
 FB3485'DESCRIBED BY B.J. MORGAN.
 FB3485
 FB3485                          STATION RECOVERY (2000)
 FB3485
 FB3485'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3485'STATION IS LOCATED 9.7 MILES (15.6 KM) EAST OF ROCKY BOTTOM, 11.3
 FB3485'NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 FB3485'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 FB3485'STATION FROM THE WESTERN-MOST JUNCTION OF STATE HIGHWAYS 11 (CHEROKEE
 FB3485'FOOTHILLS SCENIC HIGHWAY) AND 8 (PUMPKINTOWN HIGHWAY) , 10.6 MILES
 FB3485'(17.1 KM) EAST OF ROCKY BOTTOM, GO SOUTHWEST ON HIGHWAY 8 FOR 1.05
 FB3485'MILES (1.69 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE
 FB3485'YARD OF MOBILE HOME NUMBER 4786.  STATION IS A CONCRETE POST RECESSED
 FB3485'0.3 FOOT (9.1 CM) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 30.0 FEET
 FB3485'(9.1 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.3 FEET (1.0 M)
 FB3485'NORTHWEST OF POWER POLE NUMBER 47426 WITH GUY WIRE AND TRANSFORMER
 FB3485'ATTACHED, 32.3 FEET (9.8 M) SOUTHWEST OF THE CENTER OF THE DIRT
 FB3485'DRIVEWAY LEADING TO MOBILE HOME NUMBER 4786, 111.7 FEET (34.0 M) NORTH
 FB3485'NORTHWEST OF THE NORTH CORNER OF MOBILE HOME NUMBER 4786, 3.1 FEET
 FB3485'(0.9 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3484 ***********************************************************************
 FB3484  DESIGNATION -  39 103
 FB3484  PID         -  FB3484
 FB3484  STATE/COUNTY-  SC/PICKENS
 FB3484  USGS QUAD   -  TABLE ROCK (1978)
 FB3484
 FB3484                         *CURRENT SURVEY CONTROL
 FB3484  ___________________________________________________________________
 FB3484* NAD 83(1986)-  35 01 36.     (N)    082 38 33.     (W)     SCALED    
 FB3484* NAVD 88     -       294.644  (meters)     966.68   (feet)  ADJUSTED  
 FB3484  ___________________________________________________________________
 FB3484  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FB3484  DYNAMIC HT  -         294.340 (meters)     965.68  (feet)  COMP
 FB3484  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 FB3484
 FB3484  VERT ORDER  -  FIRST     CLASS II
 FB3484
 FB3484.The horizontal coordinates were scaled from a topographic map and have
 FB3484.an estimated accuracy of +/- 6 seconds.
 FB3484
 FB3484.The orthometric height was determined by differential leveling
 FB3484.and adjusted by the National Geodetic Survey in August 1993..
 FB3484
 FB3484.The geoid height was determined by GEOID03.
 FB3484
 FB3484.The dynamic height is computed by dividing the NAVD 88
 FB3484.geopotential number by the normal gravity value computed on the
 FB3484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3484.degrees latitude (g = 980.6199 gals.).
 FB3484
 FB3484.The modeled gravity was interpolated from observed gravity values.
 FB3484
 FB3484;                    North         East    Units  Estimated Accuracy
 FB3484;SPC SC       -   355,350.      459,700.      MT  (+/- 180 meters Scaled)
 FB3484
 FB3484                          SUPERSEDED SURVEY CONTROL
 FB3484
 FB3484  NGVD 29 (12/12/91)  294.708  (m)          966.89   (f) ADJUSTED    1 2
 FB3484
 FB3484.Superseded values are not recommended for survey control.
 FB3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3484.See file dsdata.txt to determine how the superseded data were derived.
 FB3484
 FB3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU501772(NAD 83)
 FB3484_MARKER: DD = SURVEY DISK
 FB3484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3484_SP_SET: CONCRETE POST
 FB3484_STAMPING: 39 103 1990
 FB3484_MARK LOGO: SCGS  
 FB3484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3484+STABILITY: SURFACE MOTION
 FB3484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3484+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 FB3484
 FB3484  HISTORY     - Date     Condition        Report By
 FB3484  HISTORY     - 1990     MONUMENTED       SCGS
 FB3484  HISTORY     - 20000607 GOOD             SCGS
 FB3484
 FB3484                          STATION DESCRIPTION
 FB3484
 FB3484'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3484'STATION IS LOCATED 1.75 MILES NORTHEAST OF PUMPKINTOWN.
 FB3484'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3484'COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB3484'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 288 AND 8 IN
 FB3484'PUMPKINTOWN, GO NORTH ON HIGHWAY 8 FOR 1.8 MILES TO THE JUNCTION OF
 FB3484'WHITE CREST WAY AND THE STATION NEAR A POWER POLE IN THE WEST ANGLE.
 FB3484'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET BELOW
 FB3484'THE HIGHWAY, 44.7 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 28.5
 FB3484'FEET SOUTHWEST OF THE CENTER OF THE ROAD, 3.2 FEET NORTH NORTHWEST OF
 FB3484'THE POWER POLE NUMBER 47536, 15.2 FEET WEST NORTHWEST OF A WITNESS
 FB3484'POST.
 FB3484'DESCRIBED BY B.J. MORGAN.
 FB3484
 FB3484                          STATION RECOVERY (2000)
 FB3484
 FB3484'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3484'STATION IS LOCATED 7.25 MILES (11.67 KM) WEST SOUTHWEST OF CLEVELAND,
 FB3484'10.5 MILES (16.9 KM) NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR
 FB3484'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3484'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB3484'HIGHWAYS 8 (PUMPKINTOWN HWY) AND 288 (TABLE ROCK ROAD) , 8.8 MILES
 FB3484'(14.2 KM) NORTHEAST OF PICKENS, GO NORTH ON HIGHWAY 8 FOR 1.8 MILES
 FB3484'(2.9 KM) TO THE STATION ON THE LEFT IN THE WEST ANGLE OF A PAVED ROAD
 FB3484'LEFT (WHITE CREST WAY) .  STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 FB3484'(6.1 CM) AND 2.0 FEET (0.6 M) BELOW THE HIGHWAY, 44.9 FEET (13.7 M)
 FB3484'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 29.1 FEET (8.9 M)
 FB3484'SOUTHWEST OF THE CENTER OF THE PAVED ROAD (WHITE CREST WAY) , 3.8 FEET
 FB3484'(1.2 M) NORTH NORTHWEST OF POWER POLE NUMBER 47536, 15.0 FEET (4.6 M)
 FB3484'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3483 ***********************************************************************
 FB3483  DESIGNATION -  39 104
 FB3483  PID         -  FB3483
 FB3483  STATE/COUNTY-  SC/PICKENS
 FB3483  USGS QUAD   -  TABLE ROCK (1978)
 FB3483
 FB3483                         *CURRENT SURVEY CONTROL
 FB3483  ___________________________________________________________________
 FB3483* NAD 83(1986)-  35 00 55.     (N)    082 39 02.     (W)     SCALED    
 FB3483* NAVD 88     -       297.866  (meters)     977.25   (feet)  ADJUSTED  
 FB3483  ___________________________________________________________________
 FB3483  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FB3483  DYNAMIC HT  -         297.559 (meters)     976.24  (feet)  COMP
 FB3483  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 FB3483
 FB3483  VERT ORDER  -  FIRST     CLASS II
 FB3483
 FB3483.The horizontal coordinates were scaled from a topographic map and have
 FB3483.an estimated accuracy of +/- 6 seconds.
 FB3483
 FB3483.The orthometric height was determined by differential leveling
 FB3483.and adjusted by the National Geodetic Survey in August 1993..
 FB3483
 FB3483.The geoid height was determined by GEOID03.
 FB3483
 FB3483.The dynamic height is computed by dividing the NAVD 88
 FB3483.geopotential number by the normal gravity value computed on the
 FB3483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3483.degrees latitude (g = 980.6199 gals.).
 FB3483
 FB3483.The modeled gravity was interpolated from observed gravity values.
 FB3483
 FB3483;                    North         East    Units  Estimated Accuracy
 FB3483;SPC SC       -   354,100.      458,950.      MT  (+/- 180 meters Scaled)
 FB3483
 FB3483                          SUPERSEDED SURVEY CONTROL
 FB3483
 FB3483  NGVD 29 (12/12/91)  297.931  (m)          977.46   (f) ADJUSTED    1 2
 FB3483
 FB3483.Superseded values are not recommended for survey control.
 FB3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3483.See file dsdata.txt to determine how the superseded data were derived.
 FB3483
 FB3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU494759(NAD 83)
 FB3483_MARKER: DD = SURVEY DISK
 FB3483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3483_SP_SET: CONCRETE POST
 FB3483_STAMPING: 39 104 1990
 FB3483_MARK LOGO: SCGS  
 FB3483_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3483+STABILITY: SURFACE MOTION
 FB3483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3483+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB3483
 FB3483  HISTORY     - Date     Condition        Report By
 FB3483  HISTORY     - 1990     MONUMENTED       SCGS
 FB3483
 FB3483                          STATION DESCRIPTION
 FB3483
 FB3483'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3483'STATION IS LOCATED 0.9 MILE NORTH NORTHEAST OF PUMPKINTOWN.
 FB3483'OWNERSHIP--PUMPKINTOWN FIRE DEPARTMENT, ROUTE 3, BOX 346, PICKENS, SC
 FB3483'29671, PHONE 803-878-4846.
 FB3483'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 288 AND 8 IN
 FB3483'PUMPKINTOWN, GO NORTH ON HIGHWAY 8 FOR 0.9 MILE TO THE JUNCTION OF
 FB3483'WILMA DRIVE AND THE STATION IN THE NORTHWEST ANGLE IN FRONT OF THE
 FB3483'PUMKINTOWN FIRE DEPARTMENT.
 FB3483'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET ABOVE
 FB3483'THE HIGHWAY, 39.6 FEET WEST NORTHWEST OF THE CENTER OF THE HIGHWAY,
 FB3483'53.5 FEET NORTHEAST OF THE CENTER OF WILMA DRIVE, 29.0 FEET NORTH
 FB3483'NORTHEAST OF A POWER POLE NUMBER 30/48196 WITH TRANSFORMER, 89.7 FEET
 FB3483'SOUTH SOUTHEAST OF THE SOUTH CORNER OF AN ALUMINUM BUILDING (FIRE
 FB3483'DEPARTMENT), 54.5 FEET SOUTHWEST OF THE SOUTHWEST END OF AN 18-INCH
 FB3483'CONCRETE PIPE CULVERT BENEATH THE ENTRANCE TO THE FIRE DEPARTMENT,
 FB3483'53.5 FEET SOUTHEAST OF A WITNESS POST.
 FB3483'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB3483'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3482 ***********************************************************************
 FB3482  DESIGNATION -  39 105
 FB3482  PID         -  FB3482
 FB3482  STATE/COUNTY-  SC/PICKENS
 FB3482  USGS QUAD   -  TABLE ROCK (1978)
 FB3482
 FB3482                         *CURRENT SURVEY CONTROL
 FB3482  ___________________________________________________________________
 FB3482* NAD 83(2001)-  35 00 12.60569(N)    082 39 10.15823(W)     ADJUSTED  
 FB3482* NAVD 88     -       293.071  (meters)     961.52   (feet)  ADJUSTED  
 FB3482  ___________________________________________________________________
 FB3482  X           -     668,872.777 (meters)                     COMP
 FB3482  Y           -  -5,187,474.204 (meters)                     COMP
 FB3482  Z           -   3,638,335.435 (meters)                     COMP
 FB3482  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 FB3482  ELLIP HEIGHT-         262.05  (meters)          (03/27/03) GPS OBS
 FB3482  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FB3482  DYNAMIC HT  -         292.769 (meters)     960.53  (feet)  COMP
 FB3482  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 FB3482
 FB3482  HORZ ORDER  -  FIRST
 FB3482  VERT ORDER  -  FIRST     CLASS II
 FB3482  ELLP ORDER  -  FOURTH    CLASS II
 FB3482
 FB3482.The horizontal coordinates were established by GPS observations
 FB3482.and adjusted by the National Geodetic Survey in March 2003..
 FB3482
 FB3482.The orthometric height was determined by differential leveling
 FB3482.and adjusted by the National Geodetic Survey in August 1993..
 FB3482
 FB3482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3482
 FB3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3482
 FB3482.The ellipsoidal height was determined by GPS observations
 FB3482.and is referenced to NAD 83.
 FB3482
 FB3482.The geoid height was determined by GEOID03.
 FB3482
 FB3482.The dynamic height is computed by dividing the NAVD 88
 FB3482.geopotential number by the normal gravity value computed on the
 FB3482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3482.degrees latitude (g = 980.6199 gals.).
 FB3482
 FB3482.The modeled gravity was interpolated from observed gravity values.
 FB3482
 FB3482;                    North         East     Units Scale Factor Converg.
 FB3482;SPC SC       -   352,791.665   458,719.991   MT  1.00006494   -0 54 58.8
 FB3482;SPC SC       - 1,157,452.97  1,504,986.85   iFT  1.00006494   -0 54 58.8
 FB3482;UTM  17      - 3,874,679.458   349,176.494   MT  0.99988036   -0 56 53.8
 FB3482
 FB3482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3482!SPC SC       -   0.99995887  x   1.00006494  =   1.00002381
 FB3482!UTM  17      -   0.99995887  x   0.99988036  =   0.99983923
 FB3482
 FB3482                          SUPERSEDED SURVEY CONTROL
 FB3482
 FB3482  NAD 83(1995)-  35 00 12.60749(N)    082 39 10.15812(W) AD(       ) 1
 FB3482  ELLIP H (12/20/99)  262.04   (m)                       GP(       ) 4 1
 FB3482  NAD 83(1995)-  35 00 12.61022(N)    082 39 10.15851(W) AD(       ) 1
 FB3482  NAD 83(1986)-  35 00 12.61411(N)    082 39 10.16002(W) AD(       ) 1
 FB3482  NGVD 29 (12/12/91)  293.136  (m)          961.73   (f) ADJUSTED    1 2
 FB3482
 FB3482.Superseded values are not recommended for survey control.
 FB3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3482.See file dsdata.txt to determine how the superseded data were derived.
 FB3482
 FB3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4917674679(NAD 83)
 FB3482_MARKER: DD = SURVEY DISK
 FB3482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3482_SP_SET: CONCRETE POST
 FB3482_STAMPING: 39 105 1990
 FB3482_MARK LOGO: SCGS  
 FB3482_PROJECTION: FLUSH
 FB3482_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3482+STABILITY: SURFACE MOTION
 FB3482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3482+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 FB3482
 FB3482  HISTORY     - Date     Condition        Report By
 FB3482  HISTORY     - 1990     MONUMENTED       SCGS
 FB3482  HISTORY     - 19910716 GOOD             SCGS
 FB3482  HISTORY     - 19910716 GOOD             SCGS
 FB3482  HISTORY     - 19920106 GOOD
 FB3482  HISTORY     - 20050209 GOOD             ESP
 FB3482
 FB3482                          STATION DESCRIPTION
 FB3482
 FB3482'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3482'STATION IS LOCATED IN PUMPKINTOWN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3482'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3482'803-737-1350.
 FB3482'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 288 AND 8 IN
 FB3482'PUMPKINTOWN, GO NORTH ON HIGHWAY 8 FOR 0.05 MILE TO THE STATION ON
 FB3482'THE RIGHT NEAR A POWER POLE.
 FB3482'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 FB3482'THE HIGHWAY, 26.6 FEET EAST OF THE CENTER OF THE HIGHWAY, 11.8 FEET
 FB3482'NORTHWEST OF A POWER POLE NUMBER 48254 WITH GUY WIRE AND TRANSFORMER,
 FB3482'139.2 FEET WEST OF THE WEST CORNER OF A CONCRETE BLOCK HOUSE, 3.7
 FB3482'FEET NORTHEAST OF A WITNESS POST.
 FB3482'DESCRIBED BY B.J. MORGAN.
 FB3482
 FB3482                          STATION RECOVERY (1991)
 FB3482
 FB3482'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3482'RECOVERED IN GOOD CONDITION.
 FB3482
 FB3482                          STATION RECOVERY (1991)
 FB3482
 FB3482'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 FB3482'RECOVERED AS DESCRIBED IN L252473.
 FB3482
 FB3482                          STATION RECOVERY (1992)
 FB3482
 FB3482'RECOVERED 1992
 FB3482'RECOVERED IN GOOD CONDITION.
 FB3482
 FB3482                          STATION RECOVERY (2005)
 FB3482
 FB3482'RECOVERY NOTE BY ENG SURV + PLANNING 2005 (BRM)
 FB3482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3480 ***********************************************************************
 FB3480  DESIGNATION -  39 107
 FB3480  PID         -  FB3480
 FB3480  STATE/COUNTY-  SC/PICKENS
 FB3480  USGS QUAD   -  TABLE ROCK (1978)
 FB3480
 FB3480                         *CURRENT SURVEY CONTROL
 FB3480  ___________________________________________________________________
 FB3480* NAD 83(1986)-  35 00 16.     (N)    082 37 35.     (W)     SCALED    
 FB3480* NAVD 88     -       285.420  (meters)     936.42   (feet)  ADJUSTED  
 FB3480  ___________________________________________________________________
 FB3480  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FB3480  DYNAMIC HT  -         285.126 (meters)     935.45  (feet)  COMP
 FB3480  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 FB3480
 FB3480  VERT ORDER  -  FIRST     CLASS II
 FB3480
 FB3480.The horizontal coordinates were scaled from a topographic map and have
 FB3480.an estimated accuracy of +/- 6 seconds.
 FB3480
 FB3480.The orthometric height was determined by differential leveling
 FB3480.and adjusted by the National Geodetic Survey in August 1993..
 FB3480
 FB3480.The geoid height was determined by GEOID03.
 FB3480
 FB3480.The dynamic height is computed by dividing the NAVD 88
 FB3480.geopotential number by the normal gravity value computed on the
 FB3480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3480.degrees latitude (g = 980.6199 gals.).
 FB3480
 FB3480.The modeled gravity was interpolated from observed gravity values.
 FB3480
 FB3480;                    North         East    Units  Estimated Accuracy
 FB3480;SPC SC       -   352,860.      461,130.      MT  (+/- 180 meters Scaled)
 FB3480
 FB3480                          SUPERSEDED SURVEY CONTROL
 FB3480
 FB3480  NGVD 29 (12/12/91)  285.485  (m)          936.63   (f) ADJUSTED    1 2
 FB3480
 FB3480.Superseded values are not recommended for survey control.
 FB3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3480.See file dsdata.txt to determine how the superseded data were derived.
 FB3480
 FB3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU515747(NAD 83)
 FB3480_MARKER: DD = SURVEY DISK
 FB3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3480_SP_SET: CONCRETE POST
 FB3480_STAMPING: 39 107 1990
 FB3480_MARK LOGO: SCGS  
 FB3480_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3480+STABILITY: SURFACE MOTION
 FB3480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3480+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB3480
 FB3480  HISTORY     - Date     Condition        Report By
 FB3480  HISTORY     - 1990     MONUMENTED       SCGS
 FB3480
 FB3480                          STATION DESCRIPTION
 FB3480
 FB3480'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3480'STATION IS LOCATED 1.5 MILES EAST OF PUMPKINTOWN.  OWNERSHIP--SCDHPT,
 FB3480'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3480'803-737-1350.
 FB3480'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 288 IN
 FB3480'PUMPKINTOWN, GO EAST ON HIGHWAY 288 FOR 1.5 MILES TO THE JUNCTION OF
 FB3480'STATE ROAD 112 (LIBERIA ROAD) AND THE STATION ON THE RIGHT NEAR A
 FB3480'POWER POLE.
 FB3480'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3480'HIGHWAY, 15.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 13.5 FEET
 FB3480'NORTH OF THE POWER POLE NUMBER 48603 WITH GUY WIRE, 105.2 FEET SOUTH
 FB3480'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD-SIDED HOUSE, 101.0 FEET
 FB3480'EAST OF THE EXTENDED CENTER OF ROAD 112, 7.5 FEET WEST NORTHWEST OF A
 FB3480'WITNESS POST.
 FB3480'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB3480'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3344 ***********************************************************************
 ED3344  DESIGNATION -  39 108
 ED3344  PID         -  ED3344
 ED3344  STATE/COUNTY-  SC/PICKENS
 ED3344  USGS QUAD   -  PICKENS (1983)
 ED3344
 ED3344                         *CURRENT SURVEY CONTROL
 ED3344  ___________________________________________________________________
 ED3344* NAD 83(1986)-  34 59 44.     (N)    082 37 43.     (W)     SCALED    
 ED3344* NAVD 88     -       314.170  (meters)    1030.74   (feet)  ADJUSTED  
 ED3344  ___________________________________________________________________
 ED3344  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 ED3344  DYNAMIC HT  -         313.847 (meters)    1029.68  (feet)  COMP
 ED3344  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 ED3344
 ED3344  VERT ORDER  -  FIRST     CLASS II
 ED3344
 ED3344.The horizontal coordinates were scaled from a topographic map and have
 ED3344.an estimated accuracy of +/- 6 seconds.
 ED3344
 ED3344.The orthometric height was determined by differential leveling
 ED3344.and adjusted by the National Geodetic Survey in August 1993..
 ED3344
 ED3344.The geoid height was determined by GEOID03.
 ED3344
 ED3344.The dynamic height is computed by dividing the NAVD 88
 ED3344.geopotential number by the normal gravity value computed on the
 ED3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3344.degrees latitude (g = 980.6199 gals.).
 ED3344
 ED3344.The modeled gravity was interpolated from observed gravity values.
 ED3344
 ED3344;                    North         East    Units  Estimated Accuracy
 ED3344;SPC SC       -   351,880.      460,920.      MT  (+/- 180 meters Scaled)
 ED3344
 ED3344                          SUPERSEDED SURVEY CONTROL
 ED3344
 ED3344  NGVD 29 (12/12/91)  314.235  (m)         1030.95   (f) ADJUSTED    1 2
 ED3344
 ED3344.Superseded values are not recommended for survey control.
 ED3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3344.See file dsdata.txt to determine how the superseded data were derived.
 ED3344
 ED3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU513737(NAD 83)
 ED3344_MARKER: DD = SURVEY DISK
 ED3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3344_SP_SET: CONCRETE POST
 ED3344_STAMPING: 39 108 1990
 ED3344_MARK LOGO: SCGS  
 ED3344_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3344+STABILITY: SURFACE MOTION
 ED3344
 ED3344  HISTORY     - Date     Condition        Report By
 ED3344  HISTORY     - 1990     MONUMENTED       SCGS
 ED3344
 ED3344                          STATION DESCRIPTION
 ED3344
 ED3344'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3344'STATION IS LOCATED 1.45 MILES EAST SOUTHEAST OF PUMPKINTOWN.
 ED3344'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3344'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3344'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 135
 ED3344'(0.5 MILE SOUTH OF PUMPKINTOWN), GO EAST SOUTHEAST ON HIGHWAY 135 FOR
 ED3344'0.75 MILE TO THE JUNCTION OF STATE ROAD 47 (OOLENOY CHURCH ROAD),
 ED3344'TURN LEFT ON ROAD 47 FOR 0.65 MILE TO THE STATION ON THE LEFT NEAR A
 ED3344'WOODEN FENCE LINE SURROUNDING A CHRISTMAS TREE FARM.
 ED3344'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 ED3344'THE ROAD, 31.5 FEET NORTHWEST OF THE CENTER OF THE ROAD, 3.2 FEET
 ED3344'SOUTHEAST OF THE FENCE LINE, 26.2 FEET SOUTH OF A POWER POLE NUMBER
 ED3344'48544 WITH GUY WIRE, 98.0 FEET WEST SOUTHWEST OF A TELEPHONE JUNCTION
 ED3344'BOX, 3.0 FEET SOUTHEAST OF A WITNESS POST.
 ED3344'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 ED3344'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3343 ***********************************************************************
 ED3343  DESIGNATION -  39 109
 ED3343  PID         -  ED3343
 ED3343  STATE/COUNTY-  SC/PICKENS
 ED3343  USGS QUAD   -  PICKENS (1983)
 ED3343
 ED3343                         *CURRENT SURVEY CONTROL
 ED3343  ___________________________________________________________________
 ED3343* NAD 83(1986)-  34 59 28.     (N)    082 38 18.     (W)     SCALED    
 ED3343* NAVD 88     -       317.405  (meters)    1041.35   (feet)  ADJUSTED  
 ED3343  ___________________________________________________________________
 ED3343  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 ED3343  DYNAMIC HT  -         317.078 (meters)    1040.28  (feet)  COMP
 ED3343  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 ED3343
 ED3343  VERT ORDER  -  FIRST     CLASS II
 ED3343
 ED3343.The horizontal coordinates were scaled from a topographic map and have
 ED3343.an estimated accuracy of +/- 6 seconds.
 ED3343
 ED3343.The orthometric height was determined by differential leveling
 ED3343.and adjusted by the National Geodetic Survey in August 1993..
 ED3343
 ED3343.The geoid height was determined by GEOID03.
 ED3343
 ED3343.The dynamic height is computed by dividing the NAVD 88
 ED3343.geopotential number by the normal gravity value computed on the
 ED3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3343.degrees latitude (g = 980.6199 gals.).
 ED3343
 ED3343.The modeled gravity was interpolated from observed gravity values.
 ED3343
 ED3343;                    North         East    Units  Estimated Accuracy
 ED3343;SPC SC       -   351,400.      460,020.      MT  (+/- 180 meters Scaled)
 ED3343
 ED3343                          SUPERSEDED SURVEY CONTROL
 ED3343
 ED3343  NGVD 29 (12/12/91)  317.470  (m)         1041.57   (f) ADJUSTED    1 2
 ED3343
 ED3343.Superseded values are not recommended for survey control.
 ED3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3343.See file dsdata.txt to determine how the superseded data were derived.
 ED3343
 ED3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU504732(NAD 83)
 ED3343_MARKER: DD = SURVEY DISK
 ED3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3343_SP_SET: CONCRETE POST
 ED3343_STAMPING: 39 109 1990
 ED3343_MARK LOGO: SCGS  
 ED3343_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3343+STABILITY: SURFACE MOTION
 ED3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3343+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ED3343
 ED3343  HISTORY     - Date     Condition        Report By
 ED3343  HISTORY     - 1990     MONUMENTED       SCGS
 ED3343
 ED3343                          STATION DESCRIPTION
 ED3343
 ED3343'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3343'STATION IS LOCATED 1.1 MILES SOUTHEAST OF PUMPKINTOWN.
 ED3343'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3343'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 135
 ED3343'(0.5 MILE SOUTH OF PUMPKINTOWN), GO EAST SOUTHEAST ON HIGHWAY 135 FOR
 ED3343'0.75 MILE TO THE JUNCTION OF STATE ROAD 47 (OOLENOY CHURCH ROAD),
 ED3343'CONTINUE ON HIGHWAY 135 FOR 0.05 MILE TO THE STATION ON THE LEFT NEAR
 ED3343'A CHAIN LINK FENCE LINE.
 ED3343'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW
 ED3343'THE HIGHWAY, 31.3 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 156.0
 ED3343'FEET SOUTHEAST OF THE CENTER OF ROAD 47, 7.9 FEET SOUTHWEST OF THE
 ED3343'FENCE LINE, 132.0 FEET NORTHWEST OF A POWER POLE NUMBER 48484 WITH
 ED3343'TRANSFORMER, 7.9 FEET SOUTHWEST OF A WITNESS POST.
 ED3343'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3342 ***********************************************************************
 ED3342  DESIGNATION -  39 110
 ED3342  PID         -  ED3342
 ED3342  STATE/COUNTY-  SC/PICKENS
 ED3342  USGS QUAD   -  PICKENS (1983)
 ED3342
 ED3342                         *CURRENT SURVEY CONTROL
 ED3342  ___________________________________________________________________
 ED3342* NAD 83(1986)-  34 58 48.     (N)    082 38 05.     (W)     SCALED    
 ED3342* NAVD 88     -       370.285  (meters)    1214.84   (feet)  ADJUSTED  
 ED3342  ___________________________________________________________________
 ED3342  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 ED3342  DYNAMIC HT  -         369.905 (meters)    1213.60  (feet)  COMP
 ED3342  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 ED3342
 ED3342  VERT ORDER  -  FIRST     CLASS II
 ED3342
 ED3342.The horizontal coordinates were scaled from a topographic map and have
 ED3342.an estimated accuracy of +/- 6 seconds.
 ED3342
 ED3342.The orthometric height was determined by differential leveling
 ED3342.and adjusted by the National Geodetic Survey in August 1993..
 ED3342
 ED3342.The geoid height was determined by GEOID03.
 ED3342
 ED3342.The dynamic height is computed by dividing the NAVD 88
 ED3342.geopotential number by the normal gravity value computed on the
 ED3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3342.degrees latitude (g = 980.6199 gals.).
 ED3342
 ED3342.The modeled gravity was interpolated from observed gravity values.
 ED3342
 ED3342;                    North         East    Units  Estimated Accuracy
 ED3342;SPC SC       -   350,160.      460,330.      MT  (+/- 180 meters Scaled)
 ED3342
 ED3342                          SUPERSEDED SURVEY CONTROL
 ED3342
 ED3342  NGVD 29 (12/12/91)  370.353  (m)         1215.07   (f) ADJUSTED    1 2
 ED3342
 ED3342.Superseded values are not recommended for survey control.
 ED3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3342.See file dsdata.txt to determine how the superseded data were derived.
 ED3342
 ED3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU507720(NAD 83)
 ED3342_MARKER: DD = SURVEY DISK
 ED3342_SETTING: 66 = SET IN ROCK OUTCROP
 ED3342_SP_SET: ROCK OUTCROP
 ED3342_STAMPING: 39 110 1990
 ED3342_MARK LOGO: SCGS  
 ED3342_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED3342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED3342+STABILITY: POSITION/ELEVATION WELL
 ED3342
 ED3342  HISTORY     - Date     Condition        Report By
 ED3342  HISTORY     - 1990     MONUMENTED       SCGS
 ED3342
 ED3342                          STATION DESCRIPTION
 ED3342
 ED3342'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3342'STATION IS LOCATED 1.85 MILES SOUTHEAST OF PUMPKINTOWN.
 ED3342'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3342'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3342'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 135
 ED3342'(0.5 MILE SOUTH OF PUMPKINTOWN), GO EAST SOUTHEAST ON HIGHWAY 135 FOR
 ED3342'0.75 MILE TO THE JUNCTION OF STATE ROAD 47 (OOLENOY CHURCH ROAD),
 ED3342'CONTINUE ON HIGHWAY 135 FOR 0.8 MILE TO THE STATION ON THE RIGHT NEAR
 ED3342'A GATE AT A HIGH TENSION POWER LINE CROSSING.
 ED3342'STATION IS A DRILL MARK IN ROCK OUTCROP AND 1.0 FOOT ABOVE THE
 ED3342'HIGHWAY, 43.0 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 8.0 FEET
 ED3342'SOUTHEAST OF THE SOUTHEAST GATE POST, 66.7 FEET SOUTH SOUTHEAST OF A
 ED3342'POWER POLE NUMBER 48514 WITH GUY WIRE, 2.9 FEET NORTHEAST OF THE
 ED3342'FENCE LINE, 8.0 FEET SOUTHEAST OF A WITNESS POST.
 ED3342'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 ED3342'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3341 ***********************************************************************
 ED3341  DESIGNATION -  39 111
 ED3341  PID         -  ED3341
 ED3341  STATE/COUNTY-  SC/PICKENS
 ED3341  USGS QUAD   -  DACUSVILLE (1983)
 ED3341
 ED3341                         *CURRENT SURVEY CONTROL
 ED3341  ___________________________________________________________________
 ED3341* NAD 83(1986)-  34 58 26.     (N)    082 37 28.     (W)     SCALED    
 ED3341* NAVD 88     -       329.050  (meters)    1079.56   (feet)  ADJUSTED  
 ED3341  ___________________________________________________________________
 ED3341  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 ED3341  DYNAMIC HT  -         328.712 (meters)    1078.45  (feet)  COMP
 ED3341  MODELED GRAV-     979,597.5   (mgal)                       NAVD 88
 ED3341
 ED3341  VERT ORDER  -  FIRST     CLASS II
 ED3341
 ED3341.The horizontal coordinates were scaled from a topographic map and have
 ED3341.an estimated accuracy of +/- 6 seconds.
 ED3341
 ED3341.The orthometric height was determined by differential leveling
 ED3341.and adjusted by the National Geodetic Survey in August 1993..
 ED3341
 ED3341.The geoid height was determined by GEOID03.
 ED3341
 ED3341.The dynamic height is computed by dividing the NAVD 88
 ED3341.geopotential number by the normal gravity value computed on the
 ED3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3341.degrees latitude (g = 980.6199 gals.).
 ED3341
 ED3341.The modeled gravity was interpolated from observed gravity values.
 ED3341
 ED3341;                    North         East    Units  Estimated Accuracy
 ED3341;SPC SC       -   349,470.      461,260.      MT  (+/- 180 meters Scaled)
 ED3341
 ED3341                          SUPERSEDED SURVEY CONTROL
 ED3341
 ED3341  NGVD 29 (12/12/91)  329.117  (m)         1079.78   (f) ADJUSTED    1 2
 ED3341
 ED3341.Superseded values are not recommended for survey control.
 ED3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3341.See file dsdata.txt to determine how the superseded data were derived.
 ED3341
 ED3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU517713(NAD 83)
 ED3341_MARKER: DD = SURVEY DISK
 ED3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3341_SP_SET: CONCRETE POST
 ED3341_STAMPING: 39 111 1990
 ED3341_MARK LOGO: SCGS  
 ED3341_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3341+STABILITY: SURFACE MOTION
 ED3341
 ED3341  HISTORY     - Date     Condition        Report By
 ED3341  HISTORY     - 1990     MONUMENTED       SCGS
 ED3341
 ED3341                          STATION DESCRIPTION
 ED3341
 ED3341'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3341'STATION IS LOCATED 4.6 MILES NORTHWEST OF DACUSVILLE AND 2.5 MILES
 ED3341'SOUTHEAST OF PUMPKINTOWN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3341'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3341'803-737-1350.
 ED3341'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 135
 ED3341'(0.5 MILE SOUTH OF PUMPKINTOWN), GO EAST SOUTHEAST ON HIGHWAY 135 FOR
 ED3341'0.75 MILE TO THE JUNCTION OF STATE ROAD 47 (OOLENOY CHURCH ROAD),
 ED3341'CONTINUE ON HIGHWAY 135 FOR 1.55 MILES TO THE STATION ON THE RIGHT
 ED3341'NEAR A POWER POLE WITH TRANSFORMER.
 ED3341'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3341'HIGHWAY, 26.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3.1 FEET WEST
 ED3341'OF THE POWER POLE, 6.3 FEET WEST OF A TELEPHONE JUNCTION BOX NUMBER
 ED3341'183, 2.7 FEET NORTH OF A FENCE LINE, 3.1 FEET WEST OF A WITNESS POST.
 ED3341'NOTE-STATION IS MARGINAL FOR GPS OBSERVATIONS.
 ED3341'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3340 ***********************************************************************
 ED3340  DESIGNATION -  39 112
 ED3340  PID         -  ED3340
 ED3340  STATE/COUNTY-  SC/PICKENS
 ED3340  USGS QUAD   -  DACUSVILLE (1983)
 ED3340
 ED3340                         *CURRENT SURVEY CONTROL
 ED3340  ___________________________________________________________________
 ED3340* NAD 83(2001)-  34 57 58.98329(N)    082 36 48.11626(W)     ADJUSTED  
 ED3340* NAVD 88     -       329.869  (meters)    1082.25   (feet)  ADJUSTED  
 ED3340  ___________________________________________________________________
 ED3340  X           -     672,752.334 (meters)                     COMP
 ED3340  Y           -  -5,189,383.690 (meters)                     COMP
 ED3340  Z           -   3,634,982.603 (meters)                     COMP
 ED3340  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 ED3340  ELLIP HEIGHT-         298.76  (meters)          (03/27/03) GPS OBS
 ED3340  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED3340  DYNAMIC HT  -         329.530 (meters)    1081.13  (feet)  COMP
 ED3340  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 ED3340
 ED3340  HORZ ORDER  -  FIRST
 ED3340  VERT ORDER  -  FIRST     CLASS II
 ED3340  ELLP ORDER  -  FOURTH    CLASS II
 ED3340
 ED3340.The horizontal coordinates were established by GPS observations
 ED3340.and adjusted by the National Geodetic Survey in March 2003..
 ED3340
 ED3340.The orthometric height was determined by differential leveling
 ED3340.and adjusted by the National Geodetic Survey in August 1993..
 ED3340
 ED3340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3340
 ED3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3340
 ED3340.The ellipsoidal height was determined by GPS observations
 ED3340.and is referenced to NAD 83.
 ED3340
 ED3340.The geoid height was determined by GEOID03.
 ED3340
 ED3340.The dynamic height is computed by dividing the NAVD 88
 ED3340.geopotential number by the normal gravity value computed on the
 ED3340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3340.degrees latitude (g = 980.6199 gals.).
 ED3340
 ED3340.The modeled gravity was interpolated from observed gravity values.
 ED3340
 ED3340;                    North         East     Units Scale Factor Converg.
 ED3340;SPC SC       -   348,617.206   462,257.213   MT  1.00005002   -0 53 40.0
 ED3340;SPC SC       - 1,143,757.24  1,516,591.91   iFT  1.00005002   -0 53 40.0
 ED3340;UTM  17      - 3,870,503.844   352,710.798   MT  0.99986738   -0 55 29.2
 ED3340
 ED3340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3340!SPC SC       -   0.99995311  x   1.00005002  =   1.00000312
 ED3340!UTM  17      -   0.99995311  x   0.99986738  =   0.99982049
 ED3340
 ED3340                          SUPERSEDED SURVEY CONTROL
 ED3340
 ED3340  NAD 83(1995)-  34 57 58.98425(N)    082 36 48.11631(W) AD(       ) 1
 ED3340  ELLIP H (12/20/99)  298.75   (m)                       GP(       ) 4 1
 ED3340  NAD 83(1986)-  34 57 58.99166(N)    082 36 48.11798(W) AD(       ) 1
 ED3340  NGVD 29 (12/12/91)  329.936  (m)         1082.46   (f) ADJUSTED    1 2
 ED3340
 ED3340.Superseded values are not recommended for survey control.
 ED3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3340.See file dsdata.txt to determine how the superseded data were derived.
 ED3340
 ED3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5271170504(NAD 83)
 ED3340_MARKER: DD = SURVEY DISK
 ED3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3340_SP_SET: CONCRETE POST
 ED3340_STAMPING: 39 112 1990
 ED3340_MARK LOGO: SCGS  
 ED3340_PROJECTION: FLUSH
 ED3340_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3340+STABILITY: SURFACE MOTION
 ED3340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3340+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1992
 ED3340
 ED3340  HISTORY     - Date     Condition        Report By
 ED3340  HISTORY     - 1990     MONUMENTED       SCGS
 ED3340  HISTORY     - 19910717 GOOD             SCGS
 ED3340  HISTORY     - 19910717 GOOD             SCGS
 ED3340  HISTORY     - 19920106 GOOD
 ED3340
 ED3340                          STATION DESCRIPTION
 ED3340
 ED3340'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3340'STATION IS LOCATED 3.8 MILES NORTHWEST OF DACUSVILLE AND 3.35 MILES
 ED3340'SOUTHEAST OF PUMPKINTOWN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3340'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3340'803-737-1350.
 ED3340'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 186
 ED3340'(1.9 MILES WEST SOUTHWEST OF DACUSVILLE), GO NORTH ON HIGHWAY 135 FOR
 ED3340'2.95 MILES TO THE JUNCTION OF STATE ROAD 354 (DALTON ROAD) AND THE
 ED3340'STATION NEAR A POWER POLE IN THE SOUTHEAST ANGLE.
 ED3340'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE
 ED3340'THE HIGHWAY, 42.3 FEET EAST NORTHEAST OF THE CENTER OF THE HIGHWAY,
 ED3340'32.6 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 17.2 FEET WEST OF THE
 ED3340'POWER POLE WITH TWO GUY WIRES, 3.7 FEET NORTHEAST OF A 2-FOOT HIGH
 ED3340'CONCRETE POST (3MV), 22.1 FEET EAST OF A WITNESS POST.
 ED3340'DESCRIBED BY B.J. MORGAN.
 ED3340
 ED3340                          STATION RECOVERY (1991)
 ED3340
 ED3340'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3340'STATION IS LOCATED 3.8 MILES (6.1 KM) NORTHWEST OF DACUSVILLE, 3.35
 ED3340'MILES (5.39 KM) SOUTHEAST OF PUMPKINTOWN. OWNERSHIP--SCDHPT, DIRECTOR
 ED3340'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3340'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3340'HIGHWAYS 186 (EARLS BRIDGE ROAD) AND 135 (DACUSVILLE HIGHWAY), 4.8
 ED3340'MILES (7.7 KM) SOUTHWEST OF DACUSVILLE, GO NORTH ON HIGHWAY 135 2.95
 ED3340'MILES (4.75 KM) TO THE JUNCTION OF STATE ROAD 354 (DALTON ROAD) AND
 ED3340'THE STATION NEAR A CONCRETE 3MV MARKER POST IN THE EAST ANGLE OF
 ED3340'THE JUNCTION. STATION IS A CONCRETE POST PROJECTING 1-INCH AND 3.0
 ED3340'FEET (0.9 M) ABOVE THE HIGHWAY, 42.7 FEET (13.0 M) NORTHEAST OF THE
 ED3340'CENTER OF THE HIGHWAY, 32.3 FEET (9.8 M) SOUTH OF THE CENTER OF THE
 ED3340'ROAD, 17.7 FEET (5.4 M) WEST OF A POWER POLE WITH TWO GUY WIRES, 3.4
 ED3340'FEET (1.0 M) NORTH OF THE 3MV POST, 14.4 FEET (4.4 M) NORTH OF THE
 ED3340'NORTHWEST POST OF A SIGN (WILLOW CREEK RESORT), 21.9 FEET (6.7 M)
 ED3340'EAST NORTHEAST OF A WITNESS POST. RECOVERED BY C.E. GEOGHEGAN.
 ED3340
 ED3340                          STATION RECOVERY (1991)
 ED3340
 ED3340'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3340'STATION IS LOCATED 3.8 MILES (6.1 KM) NORTHWEST OF DACUSVILLE, 3.35
 ED3340'MILES (5.39 KM) SOUTHEAST OF PUMPKINTOWN. OWNERSHIP--SCDHPT, DIRECTOR
 ED3340'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3340'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED3340'186 (EARLS BRIDGE ROAD) AND 135 (DACUSVILLE HIGHWAY), 4.8 MILES (7.7
 ED3340'KM) SOUTHWEST OF DACUSVILLE, GO NORTH ON HIGHWAY 135 2.95 MILES (4.75
 ED3340'KM) TO THE JUNCTION OF STATE ROAD 354 (DALTON ROAD) AND THE STATION
 ED3340'NEAR A CONCRETE 3MV MARKER POST IN THE EAST ANGLE OF THE JUNCTION.
 ED3340'STATION IS A CONCRETE POST PROJECTING 1-INCH AND 3.0 FEET (0.9 M)
 ED3340'ABOVE THE HIGHWAY, 42.7 FEET (13.0 M) NORTHEAST OF THE CENTER OF THE
 ED3340'HIGHWAY, 32.3 FEET (9.8 M) SOUTH OF THE CENTER OF THE ROAD, 17.7 FEET
 ED3340'(5.4 M) WEST OF A POWER POLE WITH TWO GUY WIRES, 3.4 FEET (1.0 M)
 ED3340'NORTH OF THE 3MV POST, 14.4 FEET (4.4 M) NORTH OF THE NORTHWEST POST
 ED3340'OF A SIGN (WILLOW CREEK RESORT), 21.9 FEET (6.7 M) EAST NORTHEAST OF A
 ED3340'WITNESS POST. RECOVERED BY C.E. GEOGHEGAN.
 ED3340
 ED3340                          STATION RECOVERY (1992)
 ED3340
 ED3340'RECOVERED 1992
 ED3340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3339 ***********************************************************************
 ED3339  DESIGNATION -  39 113
 ED3339  PID         -  ED3339
 ED3339  STATE/COUNTY-  SC/PICKENS
 ED3339  USGS QUAD   -  DACUSVILLE (1983)
 ED3339
 ED3339                         *CURRENT SURVEY CONTROL
 ED3339  ___________________________________________________________________
 ED3339* NAD 83(1986)-  34 58 19.     (N)    082 36 12.     (W)     SCALED    
 ED3339* NAVD 88     -       319.445  (meters)    1048.05   (feet)  ADJUSTED  
 ED3339  ___________________________________________________________________
 ED3339  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 ED3339  DYNAMIC HT  -         319.117 (meters)    1046.97  (feet)  COMP
 ED3339  MODELED GRAV-     979,599.5   (mgal)                       NAVD 88
 ED3339
 ED3339  VERT ORDER  -  FIRST     CLASS II
 ED3339
 ED3339.The horizontal coordinates were scaled from a topographic map and have
 ED3339.an estimated accuracy of +/- 6 seconds.
 ED3339
 ED3339.The orthometric height was determined by differential leveling
 ED3339.and adjusted by the National Geodetic Survey in August 1993..
 ED3339
 ED3339.The geoid height was determined by GEOID03.
 ED3339
 ED3339.The dynamic height is computed by dividing the NAVD 88
 ED3339.geopotential number by the normal gravity value computed on the
 ED3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3339.degrees latitude (g = 980.6199 gals.).
 ED3339
 ED3339.The modeled gravity was interpolated from observed gravity values.
 ED3339
 ED3339;                    North         East    Units  Estimated Accuracy
 ED3339;SPC SC       -   349,220.      463,180.      MT  (+/- 180 meters Scaled)
 ED3339
 ED3339                          SUPERSEDED SURVEY CONTROL
 ED3339
 ED3339  NGVD 29 (12/12/91)  319.512  (m)         1048.27   (f) ADJUSTED    1 2
 ED3339
 ED3339.Superseded values are not recommended for survey control.
 ED3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3339.See file dsdata.txt to determine how the superseded data were derived.
 ED3339
 ED3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU536711(NAD 83)
 ED3339_MARKER: DD = SURVEY DISK
 ED3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3339_SP_SET: CONCRETE POST
 ED3339_STAMPING: 39 113 1990
 ED3339_MARK LOGO: SCGS  
 ED3339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3339+STABILITY: SURFACE MOTION
 ED3339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3339+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3339
 ED3339  HISTORY     - Date     Condition        Report By
 ED3339  HISTORY     - 1990     MONUMENTED       SCGS
 ED3339  HISTORY     - 20000628 GOOD             SCGS
 ED3339
 ED3339                          STATION DESCRIPTION
 ED3339
 ED3339'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3339'STATION IS LOCATED 3.6 MILES NORTHWEST OF DACUSVILLE AND 3.5 MILES
 ED3339'SOUTHEAST OF PUMPKINTOWN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3339'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3339'803-737-1350.
 ED3339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 186
 ED3339'(1.9 MILES WEST SOUTHWEST OF DACUSVILLE), GO NORTH ON HIGHWAY 135 FOR
 ED3339'2.95 MILES TO THE JUNCTION OF STATE ROAD 354 (DALTON ROAD), TURN
 ED3339'RIGHT ON ROAD 354 FOR 0.75 MILE TO THE JUNCTION OF HAMILTON ROAD AND
 ED3339'THE STATION IN THE NORTHEAST ANGLE.
 ED3339'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 ED3339'HAMILTON ROAD, 64.0 FEET WEST OF THE CENTER OF ROAD 354, 25.5 FEET
 ED3339'NORTHEAST OF THE CENTER OF HAMILTON ROAD, 43.7 FEET WEST NORTHWEST OF
 ED3339'A POWER POLE WITH FOUR GUY WIRES, 140.0 FEET SOUTHEAST OF THE CENTER
 ED3339'OF A DIRT DRIVEWAY TO A BRICK HOUSE, 23.8 FEET NORTH NORTHWEST OF A
 ED3339'WITNESS POST.
 ED3339'DESCRIBED BY B.J. MORGAN.
 ED3339
 ED3339                          STATION RECOVERY (2000)
 ED3339
 ED3339'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3339'STATION IS LOCATED 12.4 MILES (20.0 KM) EAST SOUTHEAST OF ROCKY
 ED3339'BOTTOM, 8.4 MILES (13.5 KM) NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT,
 ED3339'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3339'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3339'HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 186 (EARLS BRIDGE ROAD) , 7.1
 ED3339'MILES (11.4 KM) NORTHWEST OF PICKENS, GO NORTH ON HIGHWAY 135 FOR 2.95
 ED3339'MILES (4.75 KM) TO THE JUNCTION OF STATE ROAD 354 (DALTON ROAD) , TURN
 ED3339'RIGHT ON ROAD 354 FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT
 ED3339'IN THE NORTHEAST ANGLE OF THE JUNCTION OF HAMILTON ROAD LEFT.  STATION
 ED3339'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW
 ED3339'THE ROAD, 25.5 FEET (7.8 M) EAST NORTHEAST OF THE CENTER OF HAMILTON
 ED3339'ROAD, 143.0 FEET (43.6 M) SOUTHEAST OF THE CENTER OF A PAVED DRIVE
 ED3339'LEADING TO BRICK HOUSE NUMBER 108, 43.7 FEET (13.3 M) WEST OF THE
 ED3339'CENTER OF STATE ROAD 354, 43.7 FEET (13.3 M) WEST NORTHWEST OF A POWER
 ED3339'POLE NUMBER 49519 WITH FOUR GUY WIRES, 23.8 FEET (7.3 M) NORTH
 ED3339'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3337 ***********************************************************************
 ED3337  DESIGNATION -  39 114
 ED3337  PID         -  ED3337
 ED3337  STATE/COUNTY-  SC/PICKENS
 ED3337  USGS QUAD   -  DACUSVILLE (1983)
 ED3337
 ED3337                         *CURRENT SURVEY CONTROL
 ED3337  ___________________________________________________________________
 ED3337* NAD 83(1986)-  34 58 51.     (N)    082 35 26.     (W)     SCALED    
 ED3337* NAVD 88     -       329.943  (meters)    1082.49   (feet)  ADJUSTED  
 ED3337  ___________________________________________________________________
 ED3337  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 ED3337  DYNAMIC HT  -         329.605 (meters)    1081.38  (feet)  COMP
 ED3337  MODELED GRAV-     979,600.9   (mgal)                       NAVD 88
 ED3337
 ED3337  VERT ORDER  -  FIRST     CLASS II
 ED3337
 ED3337.The horizontal coordinates were scaled from a topographic map and have
 ED3337.an estimated accuracy of +/- 6 seconds.
 ED3337
 ED3337.The orthometric height was determined by differential leveling
 ED3337.and adjusted by the National Geodetic Survey in August 1993..
 ED3337
 ED3337.The geoid height was determined by GEOID03.
 ED3337
 ED3337.The dynamic height is computed by dividing the NAVD 88
 ED3337.geopotential number by the normal gravity value computed on the
 ED3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3337.degrees latitude (g = 980.6199 gals.).
 ED3337
 ED3337.The modeled gravity was interpolated from observed gravity values.
 ED3337
 ED3337;                    North         East    Units  Estimated Accuracy
 ED3337;SPC SC       -   350,190.      464,370.      MT  (+/- 180 meters Scaled)
 ED3337
 ED3337                          SUPERSEDED SURVEY CONTROL
 ED3337
 ED3337  NGVD 29 (12/12/91)  330.011  (m)         1082.71   (f) ADJUSTED    1 2
 ED3337
 ED3337.Superseded values are not recommended for survey control.
 ED3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3337.See file dsdata.txt to determine how the superseded data were derived.
 ED3337
 ED3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU548720(NAD 83)
 ED3337_MARKER: DD = SURVEY DISK
 ED3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3337_SP_SET: CONCRETE POST
 ED3337_STAMPING: 39 114 1990
 ED3337_MARK LOGO: SCGS  
 ED3337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3337+STABILITY: SURFACE MOTION
 ED3337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3337+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3337
 ED3337  HISTORY     - Date     Condition        Report By
 ED3337  HISTORY     - 1990     MONUMENTED       SCGS
 ED3337  HISTORY     - 20000628 GOOD             SCGS
 ED3337
 ED3337                          STATION DESCRIPTION
 ED3337
 ED3337'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3337'STATION IS LOCATED 3.6 MILES NORTH NORTHWEST OF DACUSVILLE AND 3.85
 ED3337'MILES EAST SOUTHEAST OF PUMPKINTOWN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3337'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3337'803-737-1350.
 ED3337'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 186
 ED3337'(1.9 MILES WEST SOUTHWEST OF DACUSVILLE), GO NORTH ON HIGHWAY 135 FOR
 ED3337'2.95 MILES TO THE JUNCTION OF STATE ROAD 354 (DALTON ROAD), TURN
 ED3337'RIGHT ON ROAD 354 FOR 1.7 MILES TO THE JUNCTION OF MCCONNELL ROAD AND
 ED3337'THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE.
 ED3337'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 ED3337'ROAD 354, 29.5 FEET NORTH NORTHWEST OF THE CENTER OF ROAD 354, 40.0
 ED3337'FEET NORTH NORTHEAST OF THE CENTER OF MCCONNELL ROAD, 4.7 FEET
 ED3337'SOUTHWEST OF THE POWER POLE NUMBER 49381, 20.8 FEET NORTH NORTHEAST
 ED3337'OF A WITNESS POST.
 ED3337'DESCRIBED BY B.J. MORGAN.
 ED3337
 ED3337                          STATION RECOVERY (2000)
 ED3337
 ED3337'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3337'STATION IS LOCATED 12.8 MILES (20.6 KM) EAST SOUTHEAST OF ROCKY
 ED3337'BOTTOM, 9.4 MILES (15.1 KM) NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT,
 ED3337'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3337'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3337'HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 186 (EARLS BRIDGE ROAD) , 7.1
 ED3337'MILES (11.4 KM) NORTHWEST OF PICKENS, GO NORTH ON HIGHWAY 135 FOR 2.95
 ED3337'MILES (4.75 KM) TO THE JUNCTION OF STATE ROAD 354 (DALTON ROAD) , TURN
 ED3337'RIGHT ON ROAD 354 FOR 1.75 MILES (2.82 KM) TO THE STATION ON THE LEFT
 ED3337'IN THE NORTHEAST ANGLE OF THE JUNCTION OF MCCONNELL ROAD LEFT.
 ED3337'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 2.0 FEET
 ED3337'(0.6 M) ABOVE THE ROAD, 45.1 FEET (13.7 M) NORTHEAST OF THE CENTER OF
 ED3337'MCCONNELL ROAD, 29.8 FEET (9.1 M) NORTH NORTHWEST OF THE CENTER OF
 ED3337'DALTON ROAD, 5.5 FEET (1.7 M) SOUTHWEST OF POWER POLE NUMBER 49381
 ED3337'WITH A SCGS REFERENCE WASHER ATTACHED, 5.5 FEET (1.7 M) SOUTHWEST OF A
 ED3337'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3481 ***********************************************************************
 FB3481  DESIGNATION -  39 115
 FB3481  PID         -  FB3481
 FB3481  STATE/COUNTY-  SC/PICKENS
 FB3481  USGS QUAD   -  TABLE ROCK (1978)
 FB3481
 FB3481                         *CURRENT SURVEY CONTROL
 FB3481  ___________________________________________________________________
 FB3481* NAD 83(1986)-  35 00 13.     (N)    082 38 24.     (W)     SCALED    
 FB3481* NAVD 88     -       286.909  (meters)     941.30   (feet)  ADJUSTED  
 FB3481  ___________________________________________________________________
 FB3481  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FB3481  DYNAMIC HT  -         286.613 (meters)     940.33  (feet)  COMP
 FB3481  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 FB3481
 FB3481  VERT ORDER  -  FIRST     CLASS II
 FB3481
 FB3481.The horizontal coordinates were scaled from a topographic map and have
 FB3481.an estimated accuracy of +/- 6 seconds.
 FB3481
 FB3481.The orthometric height was determined by differential leveling
 FB3481.and adjusted by the National Geodetic Survey in August 1993..
 FB3481
 FB3481.The geoid height was determined by GEOID03.
 FB3481
 FB3481.The dynamic height is computed by dividing the NAVD 88
 FB3481.geopotential number by the normal gravity value computed on the
 FB3481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3481.degrees latitude (g = 980.6199 gals.).
 FB3481
 FB3481.The modeled gravity was interpolated from observed gravity values.
 FB3481
 FB3481;                    North         East    Units  Estimated Accuracy
 FB3481;SPC SC       -   352,790.      459,890.      MT  (+/- 180 meters Scaled)
 FB3481
 FB3481                          SUPERSEDED SURVEY CONTROL
 FB3481
 FB3481  NGVD 29 (12/12/91)  286.974  (m)          941.51   (f) ADJUSTED    1 2
 FB3481
 FB3481.Superseded values are not recommended for survey control.
 FB3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3481.See file dsdata.txt to determine how the superseded data were derived.
 FB3481
 FB3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU503746(NAD 83)
 FB3481_MARKER: DD = SURVEY DISK
 FB3481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3481_SP_SET: CONCRETE POST
 FB3481_STAMPING: 39 115 1990
 FB3481_MARK LOGO: SCGS  
 FB3481_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3481+STABILITY: SURFACE MOTION
 FB3481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3481+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB3481
 FB3481  HISTORY     - Date     Condition        Report By
 FB3481  HISTORY     - 1990     MONUMENTED       SCGS
 FB3481
 FB3481                          STATION DESCRIPTION
 FB3481
 FB3481'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB3481'STATION IS LOCATED 0.7 MILE EAST OF PUMPKINTOWN.  OWNERSHIP--SCDHPT,
 FB3481'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3481'803-737-1350.
 FB3481'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 288 AND 8 IN
 FB3481'PUMPKINTOWN, GO EAST ON HIGHWAY 288 FOR 0.7 MILE TO THE STATION ON
 FB3481'THE RIGHT NEAR A POWER POLE.
 FB3481'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 FB3481'THE HIGHWAY, 15.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 27.6 FEET
 FB3481'WEST OF THE POWER POLE NUMBER 48315 WITH GUY WIRE, 189.2 FEET WEST OF
 FB3481'THE SOUTHWEST CORNER OF A CONCRETE BOX CULVERT BENEATH THE HIGHWAY
 FB3481'(WEAVER CREEK), 27.6 FEET WEST OF A WITNESS POST.
 FB3481'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB3481'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3338 ***********************************************************************
 ED3338  DESIGNATION -  39 116
 ED3338  PID         -  ED3338
 ED3338  STATE/COUNTY-  SC/PICKENS
 ED3338  USGS QUAD   -  DACUSVILLE (1983)
 ED3338
 ED3338                         *CURRENT SURVEY CONTROL
 ED3338  ___________________________________________________________________
 ED3338* NAD 83(1986)-  34 59 26.     (N)    082 35 35.     (W)     SCALED    
 ED3338* NAVD 88     -       352.782  (meters)    1157.42   (feet)  ADJUSTED  
 ED3338  ___________________________________________________________________
 ED3338  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 ED3338  DYNAMIC HT  -         352.421 (meters)    1156.23  (feet)  COMP
 ED3338  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 ED3338
 ED3338  VERT ORDER  -  FIRST     CLASS II
 ED3338
 ED3338.The horizontal coordinates were scaled from a topographic map and have
 ED3338.an estimated accuracy of +/- 6 seconds.
 ED3338
 ED3338.The orthometric height was determined by differential leveling
 ED3338.and adjusted by the National Geodetic Survey in August 1993..
 ED3338
 ED3338.The geoid height was determined by GEOID03.
 ED3338
 ED3338.The dynamic height is computed by dividing the NAVD 88
 ED3338.geopotential number by the normal gravity value computed on the
 ED3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3338.degrees latitude (g = 980.6199 gals.).
 ED3338
 ED3338.The modeled gravity was interpolated from observed gravity values.
 ED3338
 ED3338;                    North         East    Units  Estimated Accuracy
 ED3338;SPC SC       -   351,270.      464,150.      MT  (+/- 180 meters Scaled)
 ED3338
 ED3338                          SUPERSEDED SURVEY CONTROL
 ED3338
 ED3338  NGVD 29 (12/12/91)  352.851  (m)         1157.65   (f) ADJUSTED    1 2
 ED3338
 ED3338.Superseded values are not recommended for survey control.
 ED3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3338.See file dsdata.txt to determine how the superseded data were derived.
 ED3338
 ED3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU546731(NAD 83)
 ED3338_MARKER: DD = SURVEY DISK
 ED3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3338_SP_SET: CONCRETE POST
 ED3338_STAMPING: 39 116 1990
 ED3338_MARK LOGO: SCGS  
 ED3338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3338+STABILITY: SURFACE MOTION
 ED3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3338+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3338
 ED3338  HISTORY     - Date     Condition        Report By
 ED3338  HISTORY     - 1990     MONUMENTED       SCGS
 ED3338  HISTORY     - 20000628 GOOD             SCGS
 ED3338
 ED3338                          STATION DESCRIPTION
 ED3338
 ED3338'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3338'STATION IS LOCATED 4.3 MILES NORTHWEST OF DACUSVILLE AND 3.5 MILES
 ED3338'EAST SOUTHEAST OF PUMPKINTOWN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3338'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3338'803-737-1350.
 ED3338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 186
 ED3338'(1.9 MILES WEST SOUTHWEST OF DACUSVILLE), GO NORTH ON HIGHWAY 135 FOR
 ED3338'2.95 MILES TO THE JUNCTION OF STATE ROAD 354 (DALTON ROAD), TURN
 ED3338'RIGHT ON ROAD 354 FOR 1.7 MILES TO THE JUNCTION OF MCCONNELL ROAD,
 ED3338'TURN LEFT ON MCCONNELL ROAD FOR 0.9 MILE TO THE STATION ON THE LEFT
 ED3338'NEAR A POWER POLE.
 ED3338'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 ED3338'THE ROAD, 23.0 FEET NORTHWEST OF THE CENTER OF THE ROAD, 18.5 FEET
 ED3338'EAST NORTHEAST OF THE POWER POLE NUMBER 49200 WITH GUY WIRE, 3.3 FEET
 ED3338'SOUTHEAST OF THE FENCE LINE, 62.8 FEET WEST SOUTHWEST OF THE
 ED3338'SOUTHWEST POST (WOODEN) OF A METAL GATE IN THE FENCE LINE, 3.3 FEET
 ED3338'SOUTHEAST OF A WITNESS POST.
 ED3338'DESCRIBED BY B.J. MORGAN.
 ED3338
 ED3338                          STATION RECOVERY (2000)
 ED3338
 ED3338'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3338'STATION IS LOCATED 12.8 MILES (20.6 KM) EAST SOUTHEAST OF ROCKY
 ED3338'BOTTOM, 9.9 MILES (15.9 KM) NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT,
 ED3338'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3338'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3338'HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 186 (EARLS BRIDGE ROAD) , 7.1
 ED3338'MILES (11.4 KM) NORTHWEST OF PICKENS, GO NORTH ON HIGHWAY 135 FOR 2.95
 ED3338'MILES (4.75 KM) TO THE JUNCTION OF STATE ROAD 354 (DALTON ROAD) , TURN
 ED3338'RIGHT ON ROAD 354 FOR 1.75 MILES (2.82 KM) TO THE JUNCTION OF
 ED3338'MCCONNELL ROAD, TURN LEFT ON MCCONNELL ROAD FOR 0.9 MILE (1.4 KM) TO
 ED3338'THE STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 ED3338'RECESSED 0.1 FOOT (3.0 CM) AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 21.8
 ED3338'FEET (6.6 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 18.7 FEET (5.7
 ED3338'M) EAST OF POWER POLE NUMBER 49200 WITH GUY WIRE AND A SCGS REFERENCE
 ED3338'WASHER ATTACHED, 3.4 FEET (1.0 M) SOUTH SOUTHEAST OF A HOG-WIRE FENCE
 ED3338'LINE, 3.4 FEET (1.0 M) SOUTH SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3336 ***********************************************************************
 ED3336  DESIGNATION -  39 117
 ED3336  PID         -  ED3336
 ED3336  STATE/COUNTY-  SC/PICKENS
 ED3336  USGS QUAD   -  DACUSVILLE (1983)
 ED3336
 ED3336                         *CURRENT SURVEY CONTROL
 ED3336  ___________________________________________________________________
 ED3336* NAD 83(2001)-  34 58 38.51895(N)    082 34 45.66763(W)     ADJUSTED  
 ED3336* NAVD 88     -       334.046  (meters)    1095.95   (feet)  ADJUSTED  
 ED3336  ___________________________________________________________________
 ED3336  X           -     675,743.123 (meters)                     COMP
 ED3336  Y           -  -5,188,294.246 (meters)                     COMP
 ED3336  Z           -   3,635,983.387 (meters)                     COMP
 ED3336  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 ED3336  ELLIP HEIGHT-         302.90  (meters)          (03/27/03) GPS OBS
 ED3336  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 ED3336  DYNAMIC HT  -         333.703 (meters)    1094.82  (feet)  COMP
 ED3336  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 ED3336
 ED3336  HORZ ORDER  -  FIRST
 ED3336  VERT ORDER  -  FIRST     CLASS II
 ED3336  ELLP ORDER  -  FOURTH    CLASS II
 ED3336
 ED3336.The horizontal coordinates were established by GPS observations
 ED3336.and adjusted by the National Geodetic Survey in March 2003..
 ED3336
 ED3336.The orthometric height was determined by differential leveling
 ED3336.and adjusted by the National Geodetic Survey in August 1993..
 ED3336
 ED3336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3336
 ED3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3336
 ED3336.The ellipsoidal height was determined by GPS observations
 ED3336.and is referenced to NAD 83.
 ED3336
 ED3336.The geoid height was determined by GEOID03.
 ED3336
 ED3336.The dynamic height is computed by dividing the NAVD 88
 ED3336.geopotential number by the normal gravity value computed on the
 ED3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3336.degrees latitude (g = 980.6199 gals.).
 ED3336
 ED3336.The modeled gravity was interpolated from observed gravity values.
 ED3336
 ED3336;                    North         East     Units Scale Factor Converg.
 ED3336;SPC SC       -   349,787.503   465,381.917   MT  1.00005439   -0 52 32.1
 ED3336;SPC SC       - 1,147,596.79  1,526,843.56   iFT  1.00005439   -0 52 32.1
 ED3336;UTM  17      - 3,871,672.275   355,835.522   MT  0.99985615   -0 54 19.9
 ED3336
 ED3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3336!SPC SC       -   0.99995246  x   1.00005439  =   1.00000684
 ED3336!UTM  17      -   0.99995246  x   0.99985615  =   0.99980861
 ED3336
 ED3336                          SUPERSEDED SURVEY CONTROL
 ED3336
 ED3336  NAD 83(1995)-  34 58 38.52017(N)    082 34 45.66771(W) AD(       ) 1
 ED3336  ELLIP H (12/20/99)  302.88   (m)                       GP(       ) 4 1
 ED3336  NAD 83(1986)-  34 58 38.52738(N)    082 34 45.66971(W) AD(       ) 1
 ED3336  NGVD 29 (12/12/91)  334.113  (m)         1096.17   (f) ADJUSTED    1 2
 ED3336
 ED3336.Superseded values are not recommended for survey control.
 ED3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3336.See file dsdata.txt to determine how the superseded data were derived.
 ED3336
 ED3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5583671672(NAD 83)
 ED3336_MARKER: DD = SURVEY DISK
 ED3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3336_SP_SET: CONCRETE POST
 ED3336_STAMPING: 39 117 1990
 ED3336_MARK LOGO: SCGS  
 ED3336_PROJECTION: FLUSH
 ED3336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3336+STABILITY: SURFACE MOTION
 ED3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3336+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3336
 ED3336  HISTORY     - Date     Condition        Report By
 ED3336  HISTORY     - 1990     MONUMENTED       SCGS
 ED3336  HISTORY     - 19910717 GOOD             SCGS
 ED3336  HISTORY     - 19910717 GOOD             SCGS
 ED3336  HISTORY     - 19920106 GOOD
 ED3336  HISTORY     - 20000628 GOOD             SCGS
 ED3336
 ED3336                          STATION DESCRIPTION
 ED3336
 ED3336'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3336'STATION IS LOCATED 3.1 MILES NORTH NORTHWEST OF DACUSVILLE.
 ED3336'OWNERSHIP--JAMES MAIR, BOX 204, EASLEY, SC 29640, PHONE 803-836-8718.
 ED3336'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 186 AND STATE
 ED3336'ROAD 162 (THOMAS MILL ROAD) IN DACUSVILLE, GO NORTHEAST ON HIGHWAY
 ED3336'186 FOR 1.65 MILES TO THE JUNCTION OF STATE ROAD 71 (SHOALS CREEK
 ED3336'ROAD), TURN LEFT ON ROAD 71 FOR 2.05 MILES TO THE STATION ON THE LEFT
 ED3336'NEAR A HIGH TENSION POWER LINE CROSSING.
 ED3336'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0 FEET ABOVE
 ED3336'THE ROAD, 39.5 FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD, 106.2
 ED3336'FEET EAST NORTHEAST OF A POWER POLE NUMBER 49350, 234.0 FEET EAST OF
 ED3336'THE SOUTHEAST CORNER OF A STEEL POWER LINE TOWER, 7.2 FEET NORTHWEST
 ED3336'OF A WITNESS POST.
 ED3336'DESCRIBED BY B.J. MORGAN.
 ED3336
 ED3336                          STATION RECOVERY (1991)
 ED3336
 ED3336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3336'RECOVERED IN GOOD CONDITION.
 ED3336
 ED3336                          STATION RECOVERY (1991)
 ED3336
 ED3336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3336'RECOVERED AS DESCRIBED IN L252473.
 ED3336
 ED3336                          STATION RECOVERY (1992)
 ED3336
 ED3336'RECOVERED 1992
 ED3336'RECOVERED IN GOOD CONDITION.
 ED3336
 ED3336                          STATION RECOVERY (2000)
 ED3336
 ED3336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3336'STATION IS LOCATED 13.5 MILES (21.7 KM) SOUTHEAST OF ROCKY BOTTOM, 9.7
 ED3336'MILES (15.6 KM) NORTHEAST OF PICKENS.  OWNERSHIP--JAMES MAIR, BOX 204,
 ED3336'EASLEY, SC 29640, PHONE 864-836-8718.  TO REACH THE STATION FROM THE
 ED3336'JUNCTION OF STATE HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 186 (EARLS
 ED3336'BRIDGE ROAD) , 7.3 MILES (11.7 KM) EAST NORTHEAST OF PICKENS, GO NORTH
 ED3336'ON HIGHWAY 135 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 176
 ED3336'(LITTLE POND ROAD) , TURN RIGHT ON ROAD 176 FOR 2.1 MILES (3.4 KM) TO
 ED3336'THE T-JUNCTION OF STATE ROAD 71 (SHOALS CREEK ROAD) , TURN LEFT ON
 ED3336'ROAD 71 FOR 1.45 MILES (2.33 KM) TO THE STATION ON THE LEFT ATOP A CUT
 ED3336'BANK, AND BENEATH AN OVERHEAD TRANSMISSION LINE. STATION IS A CONCRETE
 ED3336'POST RECESSED 0.1 FOOT (3.0 CM) AND 6.0 FEET (1.8 M) ABOVE THE ROAD,
 ED3336'39.5 FEET (12.0 M) WEST SOUTHWEST OF THE CENTER OF ROAD 71, 107.0 FEET
 ED3336'(32.6 M) EAST NORTHEAST OF POWER POLE NUMBER 49350 WITH ONE GUY WIRE
 ED3336'ATTACHED, 223.4 FEET (68.1 M) EAST OF THE SOUTHWEST LEG OF A STEEL
 ED3336'POWER LINE TRANSMISSION TOWER, 8.7 FEET (2.7 M) NORTHWEST OF A WOODEN
 ED3336'ELECTRIC FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 7.3 FEET
 ED3336'(2.2 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3335 ***********************************************************************
 ED3335  DESIGNATION -  39 118
 ED3335  PID         -  ED3335
 ED3335  STATE/COUNTY-  SC/PICKENS
 ED3335  USGS QUAD   -  DACUSVILLE (1983)
 ED3335
 ED3335                         *CURRENT SURVEY CONTROL
 ED3335  ___________________________________________________________________
 ED3335* NAD 83(1986)-  34 57 56.     (N)    082 34 31.     (W)     SCALED    
 ED3335* NAVD 88     -       294.084  (meters)     964.84   (feet)  ADJUSTED  
 ED3335  ___________________________________________________________________
 ED3335  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 ED3335  DYNAMIC HT  -         293.782 (meters)     963.85  (feet)  COMP
 ED3335  MODELED GRAV-     979,600.5   (mgal)                       NAVD 88
 ED3335
 ED3335  VERT ORDER  -  FIRST     CLASS II
 ED3335
 ED3335.The horizontal coordinates were scaled from a topographic map and have
 ED3335.an estimated accuracy of +/- 6 seconds.
 ED3335
 ED3335.The orthometric height was determined by differential leveling
 ED3335.and adjusted by the National Geodetic Survey in August 1993..
 ED3335
 ED3335.The geoid height was determined by GEOID03.
 ED3335
 ED3335.The dynamic height is computed by dividing the NAVD 88
 ED3335.geopotential number by the normal gravity value computed on the
 ED3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3335.degrees latitude (g = 980.6199 gals.).
 ED3335
 ED3335.The modeled gravity was interpolated from observed gravity values.
 ED3335
 ED3335;                    North         East    Units  Estimated Accuracy
 ED3335;SPC SC       -   348,470.      465,730.      MT  (+/- 180 meters Scaled)
 ED3335
 ED3335                          SUPERSEDED SURVEY CONTROL
 ED3335
 ED3335  NGVD 29 (12/12/91)  294.151  (m)          965.06   (f) ADJUSTED    1 2
 ED3335
 ED3335.Superseded values are not recommended for survey control.
 ED3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3335.See file dsdata.txt to determine how the superseded data were derived.
 ED3335
 ED3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU561703(NAD 83)
 ED3335_MARKER: DD = SURVEY DISK
 ED3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3335_SP_SET: CONCRETE POST
 ED3335_STAMPING: 39 118 1990
 ED3335_MARK LOGO: SCGS  
 ED3335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3335+STABILITY: SURFACE MOTION
 ED3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3335+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3335
 ED3335  HISTORY     - Date     Condition        Report By
 ED3335  HISTORY     - 1990     MONUMENTED       SCGS
 ED3335  HISTORY     - 20000628 GOOD             SCGS
 ED3335
 ED3335                          STATION DESCRIPTION
 ED3335
 ED3335'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3335'STATION IS LOCATED 2.25 MILES NORTH NORTHWEST OF DACUSVILLE.
 ED3335'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3335'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3335'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 186 AND STATE
 ED3335'ROAD 162 (THOMAS MILL ROAD) IN DACUSVILLE, GO NORTHEAST ON HIGHWAY
 ED3335'186 FOR 1.65 MILES TO THE JUNCTION OF STATE ROAD 71 (SHOALS CREEK
 ED3335'ROAD), TURN LEFT ON ROAD 71 FOR 0.6 MILE TO THE JUNCTION OF STATE
 ED3335'ROAD 176 (LITTLE POND ROAD), CONTINUE ON ROAD 71 FOR 0.55 MILE TO THE
 ED3335'STATION ON THE RIGHT NEAR A FENCE LINE.
 ED3335'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3335'ROAD, 29.7 FEET NORTHEAST OF THE CENTER OF THE ROAD, 31.0 FEET NORTH
 ED3335'NORTHWEST OF THE CENTER OF A GRAVEL DRIVE, 19.5 FEET WEST NORTHWEST
 ED3335'OF A TELEPHONE JUNCTION BOX, 2.0 FEET SOUTH SOUTHWEST OF THE FENCE
 ED3335'LINE, 2.6 FEET SOUTH OF A WITNESS POST NEXT TO A FENCE POST.
 ED3335'DESCRIBED BY B.J. MORGAN.
 ED3335
 ED3335                          STATION RECOVERY (2000)
 ED3335
 ED3335'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3335'STATION IS LOCATED 14.0 MILES (22.5 KM) EAST SOUTHEAST OF ROCKY
 ED3335'BOTTOM, 9.4 MILES (15.1 KM) NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT,
 ED3335'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3335'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3335'HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 186 (EARLS BRIDGE ROAD) , 7.3
 ED3335'MILES (11.7 KM) EAST NORTHEAST OF PICKENS, GO NORTH ON HIGHWAY 135 FOR
 ED3335'0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 176 (LITTLE POND ROAD)
 ED3335', TURN RIGHT ON ROAD 176 FOR 2.1 MILES (3.4 KM) TO THE T-JUNCTION OF
 ED3335'STATE ROAD 71 (SHOALS CREEK ROAD) , TURN LEFT ON ROAD 71 FOR 0.55 MILE
 ED3335'(0.89 KM) TO THE STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF THE
 ED3335'JUNCTION OF A DIRT LANE (LOLA LANE) .  STATION IS A CONCRETE POST
 ED3335'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 30.8 FEET
 ED3335'(9.4 M) NORTHEAST OF THE CENTER OF THE ROAD, 34.9 FEET (10.6 M)
 ED3335'NORTHWEST OF THE CENTER OF THE LANE, 19.5 FEET (5.9 M) WEST NORTHWEST
 ED3335'OF A TELEPHONE JUNCTION BOX NUMBER AOB/15, 21.0 FEET (6.4 M) NORTH
 ED3335'NORTHWEST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT UNDER
 ED3335'THE LANE, 2.4 FEET (0.7 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3333 ***********************************************************************
 ED3333  DESIGNATION -  39 119
 ED3333  PID         -  ED3333
 ED3333  STATE/COUNTY-  SC/PICKENS
 ED3333  USGS QUAD   -  DACUSVILLE (1983)
 ED3333
 ED3333                         *CURRENT SURVEY CONTROL
 ED3333  ___________________________________________________________________
 ED3333* NAD 83(2001)-  34 56 18.54586(N)    082 33 17.23076(W)     ADJUSTED  
 ED3333* NAVD 88     -       328.853  (meters)    1078.91   (feet)  ADJUSTED  
 ED3333  ___________________________________________________________________
 ED3333  X           -     678,287.278 (meters)                     COMP
 ED3333  Y           -  -5,190,450.595 (meters)                     COMP
 ED3333  Z           -   3,632,444.998 (meters)                     COMP
 ED3333  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ED3333  ELLIP HEIGHT-         297.67  (meters)          (03/27/03) GPS OBS
 ED3333  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 ED3333  DYNAMIC HT  -         328.515 (meters)    1077.80  (feet)  COMP
 ED3333  MODELED GRAV-     979,599.8   (mgal)                       NAVD 88
 ED3333
 ED3333  HORZ ORDER  -  FIRST
 ED3333  VERT ORDER  -  FIRST     CLASS II
 ED3333  ELLP ORDER  -  FOURTH    CLASS II
 ED3333
 ED3333.The horizontal coordinates were established by GPS observations
 ED3333.and adjusted by the National Geodetic Survey in March 2003..
 ED3333
 ED3333.The orthometric height was determined by differential leveling
 ED3333.and adjusted by the National Geodetic Survey in August 1993..
 ED3333
 ED3333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3333
 ED3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3333
 ED3333.The ellipsoidal height was determined by GPS observations
 ED3333.and is referenced to NAD 83.
 ED3333
 ED3333.The geoid height was determined by GEOID03.
 ED3333
 ED3333.The dynamic height is computed by dividing the NAVD 88
 ED3333.geopotential number by the normal gravity value computed on the
 ED3333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3333.degrees latitude (g = 980.6199 gals.).
 ED3333
 ED3333.The modeled gravity was interpolated from observed gravity values.
 ED3333
 ED3333;                    North         East     Units Scale Factor Converg.
 ED3333;SPC SC       -   345,440.280   467,560.071   MT  1.00003908   -0 51 43.1
 ED3333;SPC SC       - 1,133,334.25  1,533,989.73   iFT  1.00003908   -0 51 43.1
 ED3333;UTM  17      - 3,867,324.785   358,011.032   MT  0.99984848   -0 53 26.1
 ED3333
 ED3333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3333!SPC SC       -   0.99995328  x   1.00003908  =   0.99999236
 ED3333!UTM  17      -   0.99995328  x   0.99984848  =   0.99980176
 ED3333
 ED3333                          SUPERSEDED SURVEY CONTROL
 ED3333
 ED3333  NAD 83(1995)-  34 56 18.54700(N)    082 33 17.23087(W) AD(       ) 1
 ED3333  ELLIP H (12/20/99)  297.66   (m)                       GP(       ) 4 1
 ED3333  NAD 83(1986)-  34 56 18.55424(N)    082 33 17.23280(W) AD(       ) 1
 ED3333  NGVD 29 (12/12/91)  328.921  (m)         1079.13   (f) ADJUSTED    1 2
 ED3333
 ED3333.Superseded values are not recommended for survey control.
 ED3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3333.See file dsdata.txt to determine how the superseded data were derived.
 ED3333
 ED3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5801167325(NAD 83)
 ED3333_MARKER: DD = SURVEY DISK
 ED3333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3333_SP_SET: CONCRETE POST
 ED3333_STAMPING: 39 119 1990
 ED3333_MARK LOGO: SCGS  
 ED3333_PROJECTION: FLUSH
 ED3333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3333+STABILITY: SURFACE MOTION
 ED3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3333+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3333
 ED3333  HISTORY     - Date     Condition        Report By
 ED3333  HISTORY     - 1990     MONUMENTED       SCGS
 ED3333  HISTORY     - 19910717 GOOD             SCGS
 ED3333  HISTORY     - 19910717 GOOD             SCGS
 ED3333  HISTORY     - 19920128 GOOD
 ED3333  HISTORY     - 20000628 GOOD             SCGS
 ED3333
 ED3333                          STATION DESCRIPTION
 ED3333
 ED3333'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3333'STATION IS LOCATED IN DACUSVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3333'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3333'803-737-1350.
 ED3333'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 186 AND STATE
 ED3333'ROAD 162 (THOMAS MILL ROAD) IN DACUSVILLE, GO NORTHEAST ON HIGHWAY
 ED3333'186 FOR 0.35 MILE TO THE STATION ON THE RIGHT NEAR THE DACUSVILLE
 ED3333'VOLUNTEER FIRE DEPARTMENT.
 ED3333'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 ED3333'THE HIGHWAY, 45.9 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 ED3333'55.8 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE FIRE
 ED3333'DEPARTMENT (CONCRETE BLOCK ADDITION), 82.9 FEET WEST NORTHWEST OF A
 ED3333'FIRE HYDRANT, 3.8 FEET SOUTH OF THE NORTHERN MOST 2-FOOT HIGH STEEL
 ED3333'POST OF A CABLE STRUNG BETWEEN THE FIRE DEPARTMENT AND A PARKING LOT,
 ED3333'4.0 FEET SOUTH OF A WITNESS POST.
 ED3333'DESCRIBED BY B.J. MORGAN.
 ED3333
 ED3333                          STATION RECOVERY (1991)
 ED3333
 ED3333'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3333'RECOVERED IN GOOD CONDITION.
 ED3333
 ED3333                          STATION RECOVERY (1991)
 ED3333
 ED3333'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3333'RECOVERED AS DESCRIBED IN L252473.
 ED3333
 ED3333                          STATION RECOVERY (1992)
 ED3333
 ED3333'RECOVERED 1992
 ED3333'RECOVERED IN GOOD CONDITION.
 ED3333
 ED3333                          STATION RECOVERY (2000)
 ED3333
 ED3333'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3333'STATION IS LOCATED 7.9 MILES (12.7 KM) NORTH NORTHEAST OF EASLEY, 9.5
 ED3333'MILES (15.3 KM) EAST NORTHEAST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR
 ED3333'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3333'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3333'HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 186 (EARLS BRIDGE ROAD) , 7.3
 ED3333'MILES (11.7 KM) EAST NORTHEAST OF PICKENS, GO EAST ON HIGHWAY 186 FOR
 ED3333'1.55 MILES (2.49 KM) TO THE STATION ON THE RIGHT OPPOSITE A RADIO
 ED3333'TOWER.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET
 ED3333'(1.2 M) ABOVE THE HIGHWAY, 45.9 FEET (14.0 M) SOUTH OF THE CENTER OF
 ED3333'THE HIGHWAY, 3.7 FEET (1.1 M) SOUTH OF A GUARDRAIL CABLE POST, 55.8
 ED3333'FEET (17.0 M) NORTH OF THE NORTHWEST CORNER OF AN ABANDONED FIRE
 ED3333'STATION, 88.1 FEET (26.9 M) SOUTHWEST OF POWER POLE NUMBER 4/40 WITH A
 ED3333'SCGS REFERENCE WASHER ATTACHED, 4.2 FEET (1.3 M) SOUTH OF A WITNESS
 ED3333'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3332 ***********************************************************************
 ED3332  DESIGNATION -  39 120
 ED3332  PID         -  ED3332
 ED3332  STATE/COUNTY-  SC/PICKENS
 ED3332  USGS QUAD   -  DACUSVILLE (1983)
 ED3332
 ED3332                         *CURRENT SURVEY CONTROL
 ED3332  ___________________________________________________________________
 ED3332* NAD 83(1986)-  34 55 58.     (N)    082 34 03.     (W)     SCALED    
 ED3332* NAVD 88     -       327.812  (meters)    1075.50   (feet)  ADJUSTED  
 ED3332  ___________________________________________________________________
 ED3332  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 ED3332  DYNAMIC HT  -         327.476 (meters)    1074.39  (feet)  COMP
 ED3332  MODELED GRAV-     979,599.4   (mgal)                       NAVD 88
 ED3332
 ED3332  VERT ORDER  -  FIRST     CLASS II
 ED3332
 ED3332.The horizontal coordinates were scaled from a topographic map and have
 ED3332.an estimated accuracy of +/- 6 seconds.
 ED3332
 ED3332.The orthometric height was determined by differential leveling
 ED3332.and adjusted by the National Geodetic Survey in August 1993..
 ED3332
 ED3332.The geoid height was determined by GEOID03.
 ED3332
 ED3332.The dynamic height is computed by dividing the NAVD 88
 ED3332.geopotential number by the normal gravity value computed on the
 ED3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3332.degrees latitude (g = 980.6199 gals.).
 ED3332
 ED3332.The modeled gravity was interpolated from observed gravity values.
 ED3332
 ED3332;                    North         East    Units  Estimated Accuracy
 ED3332;SPC SC       -   344,830.      466,390.      MT  (+/- 180 meters Scaled)
 ED3332
 ED3332                          SUPERSEDED SURVEY CONTROL
 ED3332
 ED3332  NGVD 29 (12/12/91)  327.880  (m)         1075.72   (f) ADJUSTED    1 2
 ED3332
 ED3332.Superseded values are not recommended for survey control.
 ED3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3332.See file dsdata.txt to determine how the superseded data were derived.
 ED3332
 ED3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU568667(NAD 83)
 ED3332_MARKER: DD = SURVEY DISK
 ED3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3332_SP_SET: CONCRETE POST
 ED3332_STAMPING: 39 120 1990
 ED3332_MARK LOGO: SCGS  
 ED3332_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3332+STABILITY: SURFACE MOTION
 ED3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3332+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3332
 ED3332  HISTORY     - Date     Condition        Report By
 ED3332  HISTORY     - 1990     MONUMENTED       SCGS
 ED3332  HISTORY     - 20000628 GOOD             SCGS
 ED3332
 ED3332                          STATION DESCRIPTION
 ED3332
 ED3332'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3332'STATION IS LOCATED 0.5 MILE WEST SOUTHWEST OF DACUSVILLE.
 ED3332'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3332'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3332'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 186
 ED3332'(EARLS BRIDGE ROAD), 1.9 MILES WEST SOUTHWEST OF DACUSVILLE, GO EAST
 ED3332'ON HIGHWAY 186 FOR 1.5 MILES TO THE JUNCTION OF STATE ROAD 177
 ED3332'(SHOALS CREEK ROAD) AND THE STATION NEAR A FENCE LINE IN THE
 ED3332'NORTHWEST ANGLE.
 ED3332'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET BELOW
 ED3332'THE HIGHWAY, 29.8 FEET NORTH OF THE CENTER OF THE HIGHWAY, 121.0 FEET
 ED3332'EAST OF THE SOUTHWEST CORNER POST OF THE FENCE LINE, 115.5 FEET WEST
 ED3332'OF THE CENTER OF THE ROAD, 3.2 FEET SOUTH OF A WITNESS POST AT THE
 ED3332'FENCE LINE.
 ED3332'DESCRIBED BY B.J. MORGAN.
 ED3332
 ED3332                          STATION RECOVERY (2000)
 ED3332
 ED3332'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3332'STATION IS LOCATED 8.6 MILES (13.8 KM) EAST NORTHEAST OF PICKENS, 7.3
 ED3332'MILES (11.7 KM) NORTH NORTHEAST OF EASLEY.  OWNERSHIP--SCDOT, DIRECTOR
 ED3332'OF PRECONSTRUCTION P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3332'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3332'HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 186 (EARLS BRIDGE ROAD) , 7.1
 ED3332'MILES (11.4 KM) NORTHWEST OF PICKENS, GO EAST ON HIGHWAY 186 FOR 2.4
 ED3332'MILES (3.9 KM) TO THE STATION ON THE LEFT IN THE NORTHWEST ANGLE OF
 ED3332'THE JUNCTION OF STATE ROAD 177 (DEER CREEK ROAD) .  STATION IS A
 ED3332'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 5.0 FEET (1.5 M) ABOVE
 ED3332'THE HIGHWAY, 30.8 FEET (9.4 M) NORTH OF THE CENTER OF THE HIGHWAY, 3.0
 ED3332'FEET (0.9 M) SOUTH OF A HOG WIRE FENCE LINE, 118.0 FEET (36.0 M) WEST
 ED3332'OF THE CENTER OF ROAD 177, 72.0 FEET (21.9 M) NORTH OF POWER POLE
 ED3332'NUMBER AN28 WITH TWO GUY WIRES ATTACHED, 30.0 SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3331 ***********************************************************************
 ED3331  DESIGNATION -  39 121
 ED3331  PID         -  ED3331
 ED3331  STATE/COUNTY-  SC/PICKENS
 ED3331  USGS QUAD   -  DACUSVILLE (1983)
 ED3331
 ED3331                         *CURRENT SURVEY CONTROL
 ED3331  ___________________________________________________________________
 ED3331* NAD 83(1986)-  34 56 03.     (N)    082 34 49.     (W)     SCALED    
 ED3331* NAVD 88     -       337.971  (meters)    1108.83   (feet)  ADJUSTED  
 ED3331  ___________________________________________________________________
 ED3331  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED3331  DYNAMIC HT  -         337.624 (meters)    1107.69  (feet)  COMP
 ED3331  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 ED3331
 ED3331  VERT ORDER  -  FIRST     CLASS II
 ED3331
 ED3331.The horizontal coordinates were scaled from a topographic map and have
 ED3331.an estimated accuracy of +/- 6 seconds.
 ED3331
 ED3331.The orthometric height was determined by differential leveling
 ED3331.and adjusted by the National Geodetic Survey in August 1993..
 ED3331
 ED3331.The geoid height was determined by GEOID03.
 ED3331
 ED3331.The dynamic height is computed by dividing the NAVD 88
 ED3331.geopotential number by the normal gravity value computed on the
 ED3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3331.degrees latitude (g = 980.6199 gals.).
 ED3331
 ED3331.The modeled gravity was interpolated from observed gravity values.
 ED3331
 ED3331;                    North         East    Units  Estimated Accuracy
 ED3331;SPC SC       -   345,000.      465,220.      MT  (+/- 180 meters Scaled)
 ED3331
 ED3331                          SUPERSEDED SURVEY CONTROL
 ED3331
 ED3331  NGVD 29 (12/12/91)  338.039  (m)         1109.05   (f) ADJUSTED    1 2
 ED3331
 ED3331.Superseded values are not recommended for survey control.
 ED3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3331.See file dsdata.txt to determine how the superseded data were derived.
 ED3331
 ED3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU556668(NAD 83)
 ED3331_MARKER: DD = SURVEY DISK
 ED3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3331_SP_SET: CONCRETE POST
 ED3331_STAMPING: 39 121 1990
 ED3331_MARK LOGO: SCGS  
 ED3331_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3331+STABILITY: SURFACE MOTION
 ED3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3331+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ED3331
 ED3331  HISTORY     - Date     Condition        Report By
 ED3331  HISTORY     - 1990     MONUMENTED       SCGS
 ED3331
 ED3331                          STATION DESCRIPTION
 ED3331
 ED3331'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3331'STATION IS LOCATED 1.25 MILES WEST OF DACUSVILLE.  OWNERSHIP--SCDHPT,
 ED3331'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3331'803-737-1350.
 ED3331'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 186
 ED3331'(1.9 MILES WEST SOUTHWEST OF DACUSVILLE), GO EAST ON HIGHWAY 186 FOR
 ED3331'0.75 MILE TO THE STATION ON THE LEFT NEAR A FENCE LINE.
 ED3331'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET BELOW
 ED3331'THE HIGHWAY, 28.4 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 ED3331'3.5 FEET SOUTH SOUTHEAST OF THE FENCE LINE, 137.3 FEET SOUTHWEST OF
 ED3331'THE NORTHWEST CORNER OF A CONCRETE BRICK BARN, 130.5 FEET WEST OF THE
 ED3331'CENTER OF A CLUSTER OF THREE TELEPHONE JUNCTION BOXES, 3.5 FEET SOUTH
 ED3331'SOUTHWEST OF A WITNESS POST.
 ED3331'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3330 ***********************************************************************
 ED3330  DESIGNATION -  39 122
 ED3330  PID         -  ED3330
 ED3330  STATE/COUNTY-  SC/PICKENS
 ED3330  USGS QUAD   -  DACUSVILLE (1983)
 ED3330
 ED3330                         *CURRENT SURVEY CONTROL
 ED3330  ___________________________________________________________________
 ED3330* NAD 83(2001)-  34 55 45.04992(N)    082 35 28.07631(W)     ADJUSTED  
 ED3330* NAVD 88     -       329.072  (meters)    1079.63   (feet)  ADJUSTED  
 ED3330  ___________________________________________________________________
 ED3330  X           -     675,070.793 (meters)                     COMP
 ED3330  Y           -  -5,191,466.215 (meters)                     COMP
 ED3330  Z           -   3,631,598.873 (meters)                     COMP
 ED3330  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ED3330  ELLIP HEIGHT-         297.93  (meters)          (03/27/03) GPS OBS
 ED3330  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 ED3330  DYNAMIC HT  -         328.734 (meters)    1078.52  (feet)  COMP
 ED3330  MODELED GRAV-     979,597.7   (mgal)                       NAVD 88
 ED3330
 ED3330  HORZ ORDER  -  FIRST
 ED3330  VERT ORDER  -  FIRST     CLASS II
 ED3330  ELLP ORDER  -  FOURTH    CLASS II
 ED3330
 ED3330.The horizontal coordinates were established by GPS observations
 ED3330.and adjusted by the National Geodetic Survey in March 2003..
 ED3330
 ED3330.The orthometric height was determined by differential leveling
 ED3330.and adjusted by the National Geodetic Survey in August 1993..
 ED3330
 ED3330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3330
 ED3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3330
 ED3330.The ellipsoidal height was determined by GPS observations
 ED3330.and is referenced to NAD 83.
 ED3330
 ED3330.The geoid height was determined by GEOID03.
 ED3330
 ED3330.The dynamic height is computed by dividing the NAVD 88
 ED3330.geopotential number by the normal gravity value computed on the
 ED3330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3330.degrees latitude (g = 980.6199 gals.).
 ED3330
 ED3330.The modeled gravity was interpolated from observed gravity values.
 ED3330
 ED3330;                    North         East     Units Scale Factor Converg.
 ED3330;SPC SC       -   344,458.674   464,223.994   MT  1.00003548   -0 52 55.6
 ED3330;SPC SC       - 1,130,113.76  1,523,044.60   iFT  1.00003548   -0 52 55.6
 ED3330;UTM  17      - 3,866,345.037   354,675.072   MT  0.99986029   -0 54 40.3
 ED3330
 ED3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3330!SPC SC       -   0.99995324  x   1.00003548  =   0.99998871
 ED3330!UTM  17      -   0.99995324  x   0.99986029  =   0.99981353
 ED3330
 ED3330                          SUPERSEDED SURVEY CONTROL
 ED3330
 ED3330  NAD 83(1995)-  34 55 45.05083(N)    082 35 28.07638(W) AD(       ) 1
 ED3330  ELLIP H (12/20/99)  297.92   (m)                       GP(       ) 4 1
 ED3330  NAD 83(1986)-  34 55 45.05817(N)    082 35 28.07818(W) AD(       ) 1
 ED3330  NGVD 29 (12/12/91)  329.140  (m)         1079.85   (f) ADJUSTED    1 2
 ED3330
 ED3330.Superseded values are not recommended for survey control.
 ED3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3330.See file dsdata.txt to determine how the superseded data were derived.
 ED3330
 ED3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5467566345(NAD 83)
 ED3330_MARKER: DD = SURVEY DISK
 ED3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3330_SP_SET: CONCRETE POST
 ED3330_STAMPING: 39 122 1990
 ED3330_MARK LOGO: SCGS  
 ED3330_PROJECTION: FLUSH
 ED3330_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3330+STABILITY: SURFACE MOTION
 ED3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3330+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 ED3330
 ED3330  HISTORY     - Date     Condition        Report By
 ED3330  HISTORY     - 1990     MONUMENTED       SCGS
 ED3330  HISTORY     - 19910717 GOOD             SCGS
 ED3330  HISTORY     - 19910717 GOOD             SCGS
 ED3330  HISTORY     - 19920128 GOOD
 ED3330
 ED3330                          STATION DESCRIPTION
 ED3330
 ED3330'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3330'STATION IS LOCATED NEAR A POWER POLE IN THE NORTHEAST ANGLE OF THE
 ED3330'JUNCTION OF STATE HIGHWAYS 135 AND 186 (1.9 MILES WEST SOUTHWEST OF
 ED3330'DACUSVILLE.)  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED3330'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3330'STATION IS A CONCRETE POST PROJECTING 1-INCH AND 2.0 FEET ABOVE
 ED3330'HIGHWAY 186, 44.5 FEET NORTH NORTHWEST OF THE CENTER OF HIGHWAY 186,
 ED3330'168.0 FEET EAST NORTHEAST OF THE CENTER OF HIGHWAY 135, 7.0 FEET WEST
 ED3330'SOUTHWEST OF THE POWER POLE WITH GUY WIRE AND TRANSFORMER, 76.3 FEET
 ED3330'EAST NORTHEAST OF A FIRE HYDRANT, 42.8 FEET SOUTHWEST OF A 2-FOOT
 ED3330'CONCRETE POST (2MV), 7.5 FEET WEST SOUTHWEST OF A WITNESS POST.
 ED3330'DESCRIBED BY B.J. MORGAN.
 ED3330
 ED3330                          STATION RECOVERY (1991)
 ED3330
 ED3330'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3330'RECOVERED IN GOOD CONDITION.
 ED3330
 ED3330                          STATION RECOVERY (1991)
 ED3330
 ED3330'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3330'RECOVERED AS DESCRIBED IN L252473.
 ED3330
 ED3330                          STATION RECOVERY (1992)
 ED3330
 ED3330'RECOVERED 1992
 ED3330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3329 ***********************************************************************
 ED3329  DESIGNATION -  39 123
 ED3329  PID         -  ED3329
 ED3329  STATE/COUNTY-  SC/PICKENS
 ED3329  USGS QUAD   -  DACUSVILLE (1983)
 ED3329
 ED3329                         *CURRENT SURVEY CONTROL
 ED3329  ___________________________________________________________________
 ED3329* NAD 83(1986)-  34 55 05.     (N)    082 35 46.     (W)     SCALED    
 ED3329* NAVD 88     -       331.384  (meters)    1087.22   (feet)  ADJUSTED  
 ED3329  ___________________________________________________________________
 ED3329  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED3329  DYNAMIC HT  -         331.043 (meters)    1086.10  (feet)  COMP
 ED3329  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 ED3329
 ED3329  VERT ORDER  -  FIRST     CLASS II
 ED3329
 ED3329.The horizontal coordinates were scaled from a topographic map and have
 ED3329.an estimated accuracy of +/- 6 seconds.
 ED3329
 ED3329.The orthometric height was determined by differential leveling
 ED3329.and adjusted by the National Geodetic Survey in August 1993..
 ED3329
 ED3329.The geoid height was determined by GEOID03.
 ED3329
 ED3329.The dynamic height is computed by dividing the NAVD 88
 ED3329.geopotential number by the normal gravity value computed on the
 ED3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3329.degrees latitude (g = 980.6199 gals.).
 ED3329
 ED3329.The modeled gravity was interpolated from observed gravity values.
 ED3329
 ED3329;                    North         East    Units  Estimated Accuracy
 ED3329;SPC SC       -   343,230.      463,750.      MT  (+/- 180 meters Scaled)
 ED3329
 ED3329                          SUPERSEDED SURVEY CONTROL
 ED3329
 ED3329  NGVD 29 (12/12/91)  331.452  (m)         1087.44   (f) ADJUSTED    1 2
 ED3329
 ED3329.Superseded values are not recommended for survey control.
 ED3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3329.See file dsdata.txt to determine how the superseded data were derived.
 ED3329
 ED3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU542651(NAD 83)
 ED3329_MARKER: DD = SURVEY DISK
 ED3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3329_SP_SET: CONCRETE POST
 ED3329_STAMPING: 39 123 1990
 ED3329_MARK LOGO: SCGS  
 ED3329_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3329+STABILITY: SURFACE MOTION
 ED3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3329+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ED3329
 ED3329  HISTORY     - Date     Condition        Report By
 ED3329  HISTORY     - 1990     MONUMENTED       SCGS
 ED3329
 ED3329                          STATION DESCRIPTION
 ED3329
 ED3329'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3329'STATION IS LOCATED 2.4 MILES SOUTHWEST OF DACUSVILLE.
 ED3329'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3329'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3329'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 186
 ED3329'(1.9 MILES WEST SOUTHWEST OF DACUSVILLE), GO SOUTH ON HIGHWAY 135 FOR
 ED3329'0.75 MILE TO THE STATION ON THE RIGHT NEAR A CORNER POST OF A FENCE.
 ED3329'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 ED3329'THE HIGHWAY, 6.2 FEET NORTH OF THE CORNER POST WITH A SCGS REFERENCE
 ED3329'WASHER ATTACHED OF THE NORTH-SOUTH FENCE, 27.0 FEET WEST NORTHWEST OF
 ED3329'THE CENTER OF THE HIGHWAY, 14.5 FEET SOUTH SOUTHWEST OF THE SOUTH END
 ED3329'OF A 24-INCH CONCRETE PIPE CULVERT BENEATH A FIELD ENTRANCE ROAD,
 ED3329'26.9 FEET SOUTH SOUTHEAST OF A GATE POST WITH A SCGS REFERENCE WASHER
 ED3329'ATTACHED.
 ED3329'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3328 ***********************************************************************
 ED3328  DESIGNATION -  39 124
 ED3328  PID         -  ED3328
 ED3328  STATE/COUNTY-  SC/PICKENS
 ED3328  USGS QUAD   -  DACUSVILLE (1983)
 ED3328
 ED3328                         *CURRENT SURVEY CONTROL
 ED3328  ___________________________________________________________________
 ED3328* NAD 83(1986)-  34 54 27.     (N)    082 36 02.     (W)     SCALED    
 ED3328* NAVD 88     -       342.103  (meters)    1122.38   (feet)  ADJUSTED  
 ED3328  ___________________________________________________________________
 ED3328  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED3328  DYNAMIC HT  -         341.750 (meters)    1121.22  (feet)  COMP
 ED3328  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 ED3328
 ED3328  VERT ORDER  -  FIRST     CLASS II
 ED3328
 ED3328.The horizontal coordinates were scaled from a topographic map and have
 ED3328.an estimated accuracy of +/- 6 seconds.
 ED3328
 ED3328.The orthometric height was determined by differential leveling
 ED3328.and adjusted by the National Geodetic Survey in August 1993..
 ED3328
 ED3328.The geoid height was determined by GEOID03.
 ED3328
 ED3328.The dynamic height is computed by dividing the NAVD 88
 ED3328.geopotential number by the normal gravity value computed on the
 ED3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3328.degrees latitude (g = 980.6199 gals.).
 ED3328
 ED3328.The modeled gravity was interpolated from observed gravity values.
 ED3328
 ED3328;                    North         East    Units  Estimated Accuracy
 ED3328;SPC SC       -   342,070.      463,330.      MT  (+/- 180 meters Scaled)
 ED3328
 ED3328                          SUPERSEDED SURVEY CONTROL
 ED3328
 ED3328  NGVD 29 (12/12/91)  342.171  (m)         1122.61   (f) ADJUSTED    1 2
 ED3328
 ED3328.Superseded values are not recommended for survey control.
 ED3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3328.See file dsdata.txt to determine how the superseded data were derived.
 ED3328
 ED3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU537639(NAD 83)
 ED3328_MARKER: DD = SURVEY DISK
 ED3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3328_SP_SET: CONCRETE POST
 ED3328_STAMPING: 39 124 1990
 ED3328_MARK LOGO: SCGS  
 ED3328_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3328+STABILITY: SURFACE MOTION
 ED3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3328+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ED3328
 ED3328  HISTORY     - Date     Condition        Report By
 ED3328  HISTORY     - 1990     MONUMENTED       SCGS
 ED3328
 ED3328                          STATION DESCRIPTION
 ED3328
 ED3328'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3328'STATION IS LOCATED 5.3 MILES NORTH OF EASLEY AND 3.05 MILES SOUTHWEST
 ED3328'OF DACUSVILLE.  OWNERSHIP--CROSSROADS BAPTIST CHURCH, 164 CROSSROADS
 ED3328'CHURCH ROAD, EASLEY, SC 29640.
 ED3328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 183
 ED3328'(3.6 MILES NORTH OF EASLEY), GO NORTH ON HIGHWAY 135 FOR 1.6 MILES TO
 ED3328'THE JUNCTION OF STATE ROAD 95 (JAMESON ROAD AND WEST OLD FARS BRIDGE
 ED3328'ROAD), CONTINUE ON HIGHWAY 135 FOR 0.15 MILE TO THE CROSSROADS
 ED3328'BAPTIST CHURCH CEMETERY ON THE RIGHT AND THE STATION NEAR THE
 ED3328'NORTHWEST CORNER OF THE GREGG FAMILY PLOT.
 ED3328'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 ED3328'THE HIGHWAY, 1.4 FEET WEST OF THE NORTHWEST CORNER OF THE PLOT, 43.9
 ED3328'FEET EAST OF A POWER POLE WITH GUY WIRE AND A SCGS REFERENCE WASHER,
 ED3328'7.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE GREGG HEADSTONE, 76.0
 ED3328'FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 ED3328'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3327 ***********************************************************************
 ED3327  DESIGNATION -  39 125
 ED3327  PID         -  ED3327
 ED3327  STATE/COUNTY-  SC/PICKENS
 ED3327  USGS QUAD   -  DACUSVILLE (1983)
 ED3327
 ED3327                         *CURRENT SURVEY CONTROL
 ED3327  ___________________________________________________________________
 ED3327* NAD 83(1986)-  34 53 44.     (N)    082 36 19.     (W)     SCALED    
 ED3327* NAVD 88     -       363.432  (meters)    1192.36   (feet)  ADJUSTED  
 ED3327  ___________________________________________________________________
 ED3327  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 ED3327  DYNAMIC HT  -         363.057 (meters)    1191.13  (feet)  COMP
 ED3327  MODELED GRAV-     979,595.2   (mgal)                       NAVD 88
 ED3327
 ED3327  VERT ORDER  -  FIRST     CLASS II
 ED3327
 ED3327.The horizontal coordinates were scaled from a topographic map and have
 ED3327.an estimated accuracy of +/- 6 seconds.
 ED3327
 ED3327.The orthometric height was determined by differential leveling
 ED3327.and adjusted by the National Geodetic Survey in August 1993..
 ED3327
 ED3327.The geoid height was determined by GEOID03.
 ED3327
 ED3327.The dynamic height is computed by dividing the NAVD 88
 ED3327.geopotential number by the normal gravity value computed on the
 ED3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3327.degrees latitude (g = 980.6199 gals.).
 ED3327
 ED3327.The modeled gravity was interpolated from observed gravity values.
 ED3327
 ED3327;                    North         East    Units  Estimated Accuracy
 ED3327;SPC SC       -   340,750.      462,870.      MT  (+/- 180 meters Scaled)
 ED3327
 ED3327                          SUPERSEDED SURVEY CONTROL
 ED3327
 ED3327  NGVD 29 (12/12/91)  363.500  (m)         1192.58   (f) ADJUSTED    1 2
 ED3327
 ED3327.Superseded values are not recommended for survey control.
 ED3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3327.See file dsdata.txt to determine how the superseded data were derived.
 ED3327
 ED3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU533626(NAD 83)
 ED3327_MARKER: DD = SURVEY DISK
 ED3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3327_SP_SET: CONCRETE POST
 ED3327_STAMPING: 39 125 1990
 ED3327_MARK LOGO: SCGS  
 ED3327_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3327+STABILITY: SURFACE MOTION
 ED3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3327+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ED3327
 ED3327  HISTORY     - Date     Condition        Report By
 ED3327  HISTORY     - 1990     MONUMENTED       SCGS
 ED3327
 ED3327                          STATION DESCRIPTION
 ED3327
 ED3327'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3327'STATION IS LOCATED 6.8 MILES EAST OF PICKENS AND 4.5 MILES NORTH OF
 ED3327'EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED3327'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3327'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 183
 ED3327'(3.6 MILES NORTH OF EASLEY), GO NORTH ON HIGHWAY 135 FOR 0.9 MILE TO
 ED3327'THE JUNCTION OF HOOD ROAD AND THE STATION NEAR A FIRE HYDRANT AND
 ED3327'POWER POLE IN THE NORTHWEST ANGLE.
 ED3327'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 ED3327'THE HIGHWAY, 33.4 FEET WEST OF THE CENTER OF THE HIGHWAY, 66.5 FEET
 ED3327'SOUTH OF THE CENTER OF A FIELD ACCESS ROAD, 9.2 FEET NORTH OF THE
 ED3327'FIRE HYDRANT NUMBER 2, 3.9 FEET NORTH OF A POWER POLE WITH TWO GUY
 ED3327'WIRES, TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 51.5 FEET
 ED3327'NORTH NORTHWEST OF THE CENTER OF HOOD ROAD, 4.5 FEET NORTH OF A
 ED3327'WITNESS POST.
 ED3327'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3326 ***********************************************************************
 ED3326  DESIGNATION -  39 126
 ED3326  PID         -  ED3326
 ED3326  STATE/COUNTY-  SC/PICKENS
 ED3326  USGS QUAD   -  DACUSVILLE (1983)
 ED3326
 ED3326                         *CURRENT SURVEY CONTROL
 ED3326  ___________________________________________________________________
 ED3326* NAD 83(2001)-  34 52 59.99982(N)    082 36 12.35928(W)     ADJUSTED  
 ED3326* NAVD 88     -       338.575  (meters)    1110.81   (feet)  ADJUSTED  
 ED3326  ___________________________________________________________________
 ED3326  X           -     674,331.937 (meters)                     COMP
 ED3326  Y           -  -5,194,505.223 (meters)                     COMP
 ED3326  Z           -   3,627,432.955 (meters)                     COMP
 ED3326  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 ED3326  ELLIP HEIGHT-         307.46  (meters)          (03/27/03) GPS OBS
 ED3326  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 ED3326  DYNAMIC HT  -         338.226 (meters)    1109.66  (feet)  COMP
 ED3326  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 ED3326
 ED3326  HORZ ORDER  -  FIRST
 ED3326  VERT ORDER  -  FIRST     CLASS II
 ED3326  ELLP ORDER  -  FOURTH    CLASS II
 ED3326
 ED3326.The horizontal coordinates were established by GPS observations
 ED3326.and adjusted by the National Geodetic Survey in March 2003..
 ED3326
 ED3326.The orthometric height was determined by differential leveling
 ED3326.and adjusted by the National Geodetic Survey in August 1993..
 ED3326
 ED3326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3326
 ED3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3326
 ED3326.The ellipsoidal height was determined by GPS observations
 ED3326.and is referenced to NAD 83.
 ED3326
 ED3326.The geoid height was determined by GEOID03.
 ED3326
 ED3326.The dynamic height is computed by dividing the NAVD 88
 ED3326.geopotential number by the normal gravity value computed on the
 ED3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3326.degrees latitude (g = 980.6199 gals.).
 ED3326
 ED3326.The modeled gravity was interpolated from observed gravity values.
 ED3326
 ED3326;                    North         East     Units Scale Factor Converg.
 ED3326;SPC SC       -   339,390.278   463,021.290   MT  1.00001816   -0 53 20.2
 ED3326;SPC SC       - 1,113,485.16  1,519,098.72   iFT  1.00001816   -0 53 20.2
 ED3326;UTM  17      - 3,861,278.076   353,470.032   MT  0.99986463   -0 55 01.8
 ED3326
 ED3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3326!SPC SC       -   0.99995174  x   1.00001816  =   0.99996990
 ED3326!UTM  17      -   0.99995174  x   0.99986463  =   0.99981638
 ED3326
 ED3326                          SUPERSEDED SURVEY CONTROL
 ED3326
 ED3326  NAD 83(1995)-  34 53 00.00044(N)    082 36 12.35937(W) AD(       ) 1
 ED3326  ELLIP H (12/20/99)  307.45   (m)                       GP(       ) 4 1
 ED3326  NAD 83(1986)-  34 53 00.00781(N)    082 36 12.36107(W) AD(       ) 1
 ED3326  NGVD 29 (12/12/91)  338.644  (m)         1111.03   (f) ADJUSTED    1 2
 ED3326
 ED3326.Superseded values are not recommended for survey control.
 ED3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3326.See file dsdata.txt to determine how the superseded data were derived.
 ED3326
 ED3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5347061278(NAD 83)
 ED3326_MARKER: DD = SURVEY DISK
 ED3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3326_SP_SET: CONCRETE POST
 ED3326_STAMPING: 39 126 1990
 ED3326_MARK LOGO: SCGS  
 ED3326_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3326+STABILITY: SURFACE MOTION
 ED3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3326+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1991
 ED3326
 ED3326  HISTORY     - Date     Condition        Report By
 ED3326  HISTORY     - 1990     MONUMENTED       SCGS
 ED3326  HISTORY     - 19910717 GOOD             SCGS
 ED3326
 ED3326                          STATION DESCRIPTION
 ED3326
 ED3326'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3326'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE
 ED3326'HIGHWAYS 183 AND 135 (3.6 MILES NORTH OF EASLEY AND 5.9 MILES EAST OF
 ED3326'PICKENS).  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED3326'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3326'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 ED3326'HIGHWAY 183, 66.7 FEET NORTH OF THE CENTER OF HIGHWAY 183, 84.7 FEET
 ED3326'WEST OF THE CENTER OF HIGHWAY 135, 45.3 FEET NORTHWEST OF A TRAFFIC
 ED3326'SIGNAL SUPPORT POLE WITH A SCGS REFERENCE WASHER ATTACHED, 139.9 FEET
 ED3326'EAST OF THE NORTHEAST CORNER OF THE BRICK FOUNDATION OF A SIGN
 ED3326'(ELLISON PLANT OF ALICE MANUFACTURING COMPANY), 4.4 FEET SOUTH
 ED3326'SOUTHEAST OF A WITNESS POST.
 ED3326'DESCRIBED BY B.J. MORGAN.
 ED3326
 ED3326                          STATION RECOVERY (1991)
 ED3326
 ED3326'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3323 ***********************************************************************
 ED3323  DESIGNATION -  39 128
 ED3323  PID         -  ED3323
 ED3323  STATE/COUNTY-  SC/PICKENS
 ED3323  USGS QUAD   -  EASLEY (1983)
 ED3323
 ED3323                         *CURRENT SURVEY CONTROL
 ED3323  ___________________________________________________________________
 ED3323* NAD 83(1986)-  34 50 50.     (N)    082 35 49.     (W)     SCALED    
 ED3323* NAVD 88     -       290.189  (meters)     952.06   (feet)  ADJUSTED  
 ED3323  ___________________________________________________________________
 ED3323  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 ED3323  DYNAMIC HT  -         289.889 (meters)     951.08  (feet)  COMP
 ED3323  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 ED3323
 ED3323  VERT ORDER  -  FIRST     CLASS II
 ED3323
 ED3323.The horizontal coordinates were scaled from a topographic map and have
 ED3323.an estimated accuracy of +/- 6 seconds.
 ED3323
 ED3323.The orthometric height was determined by differential leveling
 ED3323.and adjusted by the National Geodetic Survey in August 1993..
 ED3323
 ED3323.The geoid height was determined by GEOID03.
 ED3323
 ED3323.The dynamic height is computed by dividing the NAVD 88
 ED3323.geopotential number by the normal gravity value computed on the
 ED3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3323.degrees latitude (g = 980.6199 gals.).
 ED3323
 ED3323.The modeled gravity was interpolated from observed gravity values.
 ED3323
 ED3323;                    North         East    Units  Estimated Accuracy
 ED3323;SPC SC       -   335,380.      463,550.      MT  (+/- 180 meters Scaled)
 ED3323
 ED3323                          SUPERSEDED SURVEY CONTROL
 ED3323
 ED3323  NGVD 29 (12/12/91)  290.257  (m)          952.28   (f) ADJUSTED    1 2
 ED3323
 ED3323.Superseded values are not recommended for survey control.
 ED3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3323.See file dsdata.txt to determine how the superseded data were derived.
 ED3323
 ED3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU539572(NAD 83)
 ED3323_MARKER: DD = SURVEY DISK
 ED3323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3323_SP_SET: CONCRETE POST
 ED3323_STAMPING: 39 128 1990
 ED3323_MARK LOGO: SCGS  
 ED3323_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3323+STABILITY: SURFACE MOTION
 ED3323
 ED3323  HISTORY     - Date     Condition        Report By
 ED3323  HISTORY     - 1990     MONUMENTED       SCGS
 ED3323
 ED3323                          STATION DESCRIPTION
 ED3323
 ED3323'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3323'STATION IS LOCATED IN EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3323'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3323'803-737-1350.
 ED3323'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93 (WEST MAIN
 ED3323'STREET) AND 135 (PENDLETON STREET) IN EASLEY, GO NORTH ON HIGHWAY 135
 ED3323'FOR 0.05 MILE TO THE JUNCTION OF STATE ROAD 310 (NORTH PENDLETON
 ED3323'STREET), TURN RIGHT ON HIGHWAY 135 FOR 0.1 MILE TO THE JUNCTION OF
 ED3323'STATE ROAD 183 (EAST MAIN STREET), TURN LEFT ON HIGHWAY 135 FOR 1.15
 ED3323'MILES TO THE JUNCTION OF STATE ROAD 325 (LENHARDT ROAD), CONTINUE ON
 ED3323'HIGHWAY 135 FOR 0.15 MILE TO A ROAD RIGHT (BALLARD DRIVE) AND THE
 ED3323'STATION NEAR A POWER POLE NUMBER 5 WITH 5 GUY WIRES IN THE SOUTHEAST
 ED3323'ANGLE.
 ED3323'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3323'HIGHWAY, 43.0 FEET EAST OF THE CENTER OF THE HIGHWAY, 67.5 FEET SOUTH
 ED3323'SOUTHWEST OF THE CENTER OF BALLARD DRIVE, 12.9 FEET NORTH NORTHEAST
 ED3323'OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 14.4 FEET
 ED3323'NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 5, 44.6 FEET NORTH
 ED3323'NORTHWEST OF THE CENTER OF A MANHOLE COVER OF AN EXPOSED DUCTILE IRON
 ED3323'SEWER LINE JUNCTION, 7.8 FEET WEST OF A WITNESS POST AT ANCHOR OF
 ED3323'POWER POLE.
 ED3323'NOTE-PECK TOWER REQUIRED FOR GPS OBSERVATIONS.
 ED3323'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3322 ***********************************************************************
 ED3322  DESIGNATION -  39 129
 ED3322  PID         -  ED3322
 ED3322  STATE/COUNTY-  SC/PICKENS
 ED3322  USGS QUAD   -  EASLEY (1983)
 ED3322
 ED3322                         *CURRENT SURVEY CONTROL
 ED3322  ___________________________________________________________________
 ED3322* NAD 83(1986)-  34 50 31.     (N)    082 36 07.     (W)     SCALED    
 ED3322* NAVD 88     -       296.276  (meters)     972.03   (feet)  ADJUSTED  
 ED3322  ___________________________________________________________________
 ED3322  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 ED3322  DYNAMIC HT  -         295.970 (meters)     971.03  (feet)  COMP
 ED3322  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 ED3322
 ED3322  VERT ORDER  -  FIRST     CLASS II
 ED3322
 ED3322.The horizontal coordinates were scaled from a topographic map and have
 ED3322.an estimated accuracy of +/- 6 seconds.
 ED3322
 ED3322.The orthometric height was determined by differential leveling
 ED3322.and adjusted by the National Geodetic Survey in August 1993..
 ED3322
 ED3322.The geoid height was determined by GEOID03.
 ED3322
 ED3322.The dynamic height is computed by dividing the NAVD 88
 ED3322.geopotential number by the normal gravity value computed on the
 ED3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3322.degrees latitude (g = 980.6199 gals.).
 ED3322
 ED3322.The modeled gravity was interpolated from observed gravity values.
 ED3322
 ED3322;                    North         East    Units  Estimated Accuracy
 ED3322;SPC SC       -   334,800.      463,090.      MT  (+/- 180 meters Scaled)
 ED3322
 ED3322                          SUPERSEDED SURVEY CONTROL
 ED3322
 ED3322  NGVD 29 (12/12/91)  296.344  (m)          972.26   (f) ADJUSTED    1 2
 ED3322
 ED3322.Superseded values are not recommended for survey control.
 ED3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3322.See file dsdata.txt to determine how the superseded data were derived.
 ED3322
 ED3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU535566(NAD 83)
 ED3322_MARKER: DD = SURVEY DISK
 ED3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3322_SP_SET: CONCRETE POST
 ED3322_STAMPING: 39 129 1990
 ED3322_MARK LOGO: SCGS  
 ED3322_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3322+STABILITY: SURFACE MOTION
 ED3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3322+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ED3322
 ED3322  HISTORY     - Date     Condition        Report By
 ED3322  HISTORY     - 1990     MONUMENTED       SCGS
 ED3322
 ED3322                          STATION DESCRIPTION
 ED3322
 ED3322'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3322'STATION IS LOCATED IN EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3322'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3322'803-737-1350.
 ED3322'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93 (WEST MAIN
 ED3322'STREET) AND 135 (PENDLETON STREET) IN EASLEY, GO NORTH ON HIGHWAY 135
 ED3322'FOR 0.05 MILE TO THE JUNCTION OF STATE ROAD 310 (NORTH PENDLETON
 ED3322'STREET), TURN RIGHT ON HIGHWAY 135 FOR 0.1 MILE TO THE JUNCTION OF
 ED3322'STATE ROAD 183 (EAST MAIN STREET), TURN LEFT ON HIGHWAY 135 FOR 0.65
 ED3322'MILE TO THE JUNCTION OF STATE ROAD 221 (OLIVE STREET), CONTINUE ON
 ED3322'NORTH ON HIGHWAY 135 FOR 0.15 MILE TO A CROSS STREET (CRENSHAW STREET
 ED3322') AND THE STATION NEAR A FENCE LINE IN THE SOUTHWEST ANGLE.
 ED3322'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET ABOVE
 ED3322'THE HIGHWAY, 29.6 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.0
 ED3322'FEET NORTHWEST OF THE FENCE LINE, 74.0 FEET SOUTHWEST OF THE CENTER
 ED3322'OF PAVED CRENSHAW STREET, 53.3 FEET WEST SOUTHWEST OF A POWER POLE
 ED3322'WITH GUY WIRE AND A STREET LIGHT, 14.5 FEET NORTH OF THE CENTER OF A
 ED3322'SANITARY MANHOLE COVER, 8.5 FEET WEST SOUTHWEST OF A WITNESS POST.
 ED3322'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3321 ***********************************************************************
 ED3321  DESIGNATION -  39 130
 ED3321  PID         -  ED3321
 ED3321  STATE/COUNTY-  SC/PICKENS
 ED3321  USGS QUAD   -  EASLEY (1983)
 ED3321
 ED3321                         *CURRENT SURVEY CONTROL
 ED3321  ___________________________________________________________________
 ED3321* NAD 83(1986)-  34 50 11.     (N)    082 36 14.     (W)     SCALED    
 ED3321* NAVD 88     -       313.868  (meters)    1029.75   (feet)  ADJUSTED  
 ED3321  ___________________________________________________________________
 ED3321  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 ED3321  DYNAMIC HT  -         313.544 (meters)    1028.69  (feet)  COMP
 ED3321  MODELED GRAV-     979,594.4   (mgal)                       NAVD 88
 ED3321
 ED3321  VERT ORDER  -  FIRST     CLASS II
 ED3321
 ED3321.The horizontal coordinates were scaled from a topographic map and have
 ED3321.an estimated accuracy of +/- 6 seconds.
 ED3321
 ED3321.The orthometric height was determined by differential leveling
 ED3321.and adjusted by the National Geodetic Survey in August 1993..
 ED3321
 ED3321.The geoid height was determined by GEOID03.
 ED3321
 ED3321.The dynamic height is computed by dividing the NAVD 88
 ED3321.geopotential number by the normal gravity value computed on the
 ED3321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3321.degrees latitude (g = 980.6199 gals.).
 ED3321
 ED3321.The modeled gravity was interpolated from observed gravity values.
 ED3321
 ED3321;                    North         East    Units  Estimated Accuracy
 ED3321;SPC SC       -   334,180.      462,900.      MT  (+/- 180 meters Scaled)
 ED3321
 ED3321                          SUPERSEDED SURVEY CONTROL
 ED3321
 ED3321  NGVD 29 (12/12/91)  313.936  (m)         1029.97   (f) ADJUSTED    1 2
 ED3321
 ED3321.Superseded values are not recommended for survey control.
 ED3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3321.See file dsdata.txt to determine how the superseded data were derived.
 ED3321
 ED3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU533560(NAD 83)
 ED3321_MARKER: DD = SURVEY DISK
 ED3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3321_SP_SET: CONCRETE POST
 ED3321_STAMPING: 39 130 1990
 ED3321_MARK LOGO: SCGS  
 ED3321_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3321+STABILITY: SURFACE MOTION
 ED3321
 ED3321  HISTORY     - Date     Condition        Report By
 ED3321  HISTORY     - 1990     MONUMENTED       SCGS
 ED3321
 ED3321                          STATION DESCRIPTION
 ED3321
 ED3321'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3321'STATION IS LOCATED IN EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3321'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3321'803-737-1350.
 ED3321'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93 (WEST MAIN
 ED3321'STREET) AND 135 (PENDLETON STREET) IN EASLEY, GO NORTH ON HIGHWAY 135
 ED3321'FOR 0.05 MILE TO THE JUNCTION OF STATE ROAD 310 (NORTH PENDLETON
 ED3321'STREET), TURN RIGHT ON HIGHWAY 135 FOR 0.1 MILE TO THE JUNCTION OF
 ED3321'STATE ROAD 183 (EAST MAIN STREET), TURN LEFT ON HIGHWAY 135 FOR 0.4
 ED3321'MILE TO THE STATION ON THE RIGHT NEAR THE END OF A BRICK RETAINING
 ED3321'WALL.
 ED3321'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 ED3321'THE HIGHWAY, 32.8 FEET EAST NORTHEAST OF THE CENTER OF THE HIGHWAY,
 ED3321'14.6 FEET NORTH OF THE NORTHERN MOST CORNER OF THE BRICK WALL, 12.5
 ED3321'FEET NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 ED3321'13.2 FEET NORTHEAST OF A WITNESS POST.
 ED3321'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 ED3321'DESCRIBED BY B.J. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3319 ***********************************************************************
 ED3319  DESIGNATION -  39 131
 ED3319  PID         -  ED3319
 ED3319  STATE/COUNTY-  SC/PICKENS
 ED3319  USGS QUAD   -  LIBERTY (1983)
 ED3319
 ED3319                         *CURRENT SURVEY CONTROL
 ED3319  ___________________________________________________________________
 ED3319* NAD 83(2001)-  34 50 10.12473(N)    082 37 31.98877(W)     ADJUSTED  
 ED3319* NAVD 88     -       309.977  (meters)    1016.98   (feet)  ADJUSTED  
 ED3319  ___________________________________________________________________
 ED3319  X           -     672,707.582 (meters)                     COMP
 ED3319  Y           -  -5,197,709.431 (meters)                     COMP
 ED3319  Z           -   3,623,120.936 (meters)                     COMP
 ED3319  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 ED3319  ELLIP HEIGHT-         278.92  (meters)          (03/27/03) GPS OBS
 ED3319  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ED3319  DYNAMIC HT  -         309.657 (meters)    1015.93  (feet)  COMP
 ED3319  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 ED3319
 ED3319  HORZ ORDER  -  FIRST
 ED3319  VERT ORDER  -  FIRST     CLASS II
 ED3319  ELLP ORDER  -  FOURTH    CLASS II
 ED3319
 ED3319.The horizontal coordinates were established by GPS observations
 ED3319.and adjusted by the National Geodetic Survey in March 2003..
 ED3319
 ED3319.The orthometric height was determined by differential leveling
 ED3319.and adjusted by the National Geodetic Survey in August 1993..
 ED3319
 ED3319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3319
 ED3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3319
 ED3319.The ellipsoidal height was determined by GPS observations
 ED3319.and is referenced to NAD 83.
 ED3319
 ED3319.The geoid height was determined by GEOID03.
 ED3319
 ED3319.The dynamic height is computed by dividing the NAVD 88
 ED3319.geopotential number by the normal gravity value computed on the
 ED3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3319.degrees latitude (g = 980.6199 gals.).
 ED3319
 ED3319.The modeled gravity was interpolated from observed gravity values.
 ED3319
 ED3319;                    North         East     Units Scale Factor Converg.
 ED3319;SPC SC       -   334,187.574   460,917.071   MT  1.00000100   -0 54 04.3
 ED3319;SPC SC       - 1,096,415.93  1,512,195.11   iFT  1.00000100   -0 54 04.3
 ED3319;UTM  17      - 3,856,077.131   351,363.578   MT  0.99987230   -0 55 43.5
 ED3319
 ED3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3319!SPC SC       -   0.99995622  x   1.00000100  =   0.99995722
 ED3319!UTM  17      -   0.99995622  x   0.99987230  =   0.99982853
 ED3319
 ED3319                          SUPERSEDED SURVEY CONTROL
 ED3319
 ED3319  NAD 83(1995)-  34 50 10.12499(N)    082 37 31.98874(W) AD(       ) 1
 ED3319  ELLIP H (12/20/99)  278.92   (m)                       GP(       ) 4 1
 ED3319  NAD 83(1986)-  34 50 10.13244(N)    082 37 31.99052(W) AD(       ) 1
 ED3319  NGVD 29 (12/12/91)  310.046  (m)         1017.21   (f) ADJUSTED    1 2
 ED3319
 ED3319.Superseded values are not recommended for survey control.
 ED3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3319.See file dsdata.txt to determine how the superseded data were derived.
 ED3319
 ED3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5136456077(NAD 83)
 ED3319_MARKER: DD = SURVEY DISK
 ED3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3319_SP_SET: CONCRETE POST
 ED3319_STAMPING: 39 131 1990
 ED3319_MARK LOGO: SCGS  
 ED3319_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3319+STABILITY: SURFACE MOTION
 ED3319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3319+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1991
 ED3319
 ED3319  HISTORY     - Date     Condition        Report By
 ED3319  HISTORY     - 1990     MONUMENTED       SCGS
 ED3319  HISTORY     - 19910807 GOOD             SCGS
 ED3319
 ED3319                          STATION DESCRIPTION
 ED3319
 ED3319'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3319'STATION IS LOCATED 1.4 MILES WEST NORTHWEST OF EASLEY.
 ED3319'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3319'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3319'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 93 IN
 ED3319'EASLEY, GO WEST ON HIGHWAY 8 FOR 0.6 MILE TO THE JUNCTION OF STATE
 ED3319'ROAD 21 (FLEETWOOD DRIVE), CONTINUE ON HIGHWAY 8 FOR 0.45 MILE TO THE
 ED3319'STATION ON THE LEFT NEAR A POWER POLE.
 ED3319'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3319'HIGHWAY, 33.0 FEET SOUTH SOUTHWEST OF THE CENTER OF THE EASTBOUND
 ED3319'LANES OF THE HIGHWAY, 2.8 FEET NORTH NORTHWEST OF THE POWER POLE
 ED3319'NUMBER 242 WITH THREE GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED,
 ED3319'120.0 FEET EAST SOUTHEAST OF A FIRE HYDRANT NUMBER 39, 20.8 FEET
 ED3319'NORTHEAST OF A 2-FOOT HIGH RED PIPE (FIRE HYDRANT) PROJECTING FROM A
 ED3319'11.5-FOOT BY 6-FOOT WATER VALVE BOX, 53.0 FEET WEST OF THE CENTER OF
 ED3319'THE ENTRANCE DRIVE TO ORTEC INCORPORATED, 2.8 FEET NORTH NORTHWEST OF
 ED3319'A WITNESS POST.
 ED3319'DESCRIBED BY D.L. FERGUSON.
 ED3319
 ED3319                          STATION RECOVERY (1991)
 ED3319
 ED3319'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3318 ***********************************************************************
 ED3318  DESIGNATION -  39 132
 ED3318  PID         -  ED3318
 ED3318  STATE/COUNTY-  SC/PICKENS
 ED3318  USGS QUAD   -  LIBERTY (1983)
 ED3318
 ED3318                         *CURRENT SURVEY CONTROL
 ED3318  ___________________________________________________________________
 ED3318* NAD 83(2001)-  34 51 01.48815(N)    082 39 37.99066(W)     ADJUSTED  
 ED3318* NAVD 88     -       300.323  (meters)     985.31   (feet)  ADJUSTED  
 ED3318  ___________________________________________________________________
 ED3318  X           -     669,415.766 (meters)                     COMP
 ED3318  Y           -  -5,197,214.584 (meters)                     COMP
 ED3318  Z           -   3,624,414.513 (meters)                     COMP
 ED3318  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ED3318  ELLIP HEIGHT-         269.25  (meters)          (03/27/03) GPS OBS
 ED3318  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 ED3318  DYNAMIC HT  -         300.012 (meters)     984.29  (feet)  COMP
 ED3318  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 ED3318
 ED3318  HORZ ORDER  -  FIRST
 ED3318  VERT ORDER  -  FIRST     CLASS II
 ED3318  ELLP ORDER  -  FOURTH    CLASS II
 ED3318
 ED3318.The horizontal coordinates were established by GPS observations
 ED3318.and adjusted by the National Geodetic Survey in March 2003..
 ED3318
 ED3318.The orthometric height was determined by differential leveling
 ED3318.and adjusted by the National Geodetic Survey in August 1993..
 ED3318
 ED3318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3318
 ED3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3318
 ED3318.The ellipsoidal height was determined by GPS observations
 ED3318.and is referenced to NAD 83.
 ED3318
 ED3318.The geoid height was determined by GEOID03.
 ED3318
 ED3318.The dynamic height is computed by dividing the NAVD 88
 ED3318.geopotential number by the normal gravity value computed on the
 ED3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3318.degrees latitude (g = 980.6199 gals.).
 ED3318
 ED3318.The modeled gravity was interpolated from observed gravity values.
 ED3318
 ED3318;                    North         East     Units Scale Factor Converg.
 ED3318;SPC SC       -   335,821.088   457,741.413   MT  1.00000612   -0 55 14.2
 ED3318;SPC SC       - 1,101,775.22  1,501,776.29   iFT  1.00000612   -0 55 14.2
 ED3318;UTM  17      - 3,857,711.991   348,189.117   MT  0.99988405   -0 56 56.7
 ED3318
 ED3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3318!SPC SC       -   0.99995774  x   1.00000612  =   0.99996386
 ED3318!UTM  17      -   0.99995774  x   0.99988405  =   0.99984179
 ED3318
 ED3318                          SUPERSEDED SURVEY CONTROL
 ED3318
 ED3318  NAD 83(1995)-  34 51 01.48851(N)    082 39 37.99066(W) AD(       ) 1
 ED3318  ELLIP H (12/20/99)  269.24   (m)                       GP(       ) 4 1
 ED3318  NAD 83(1986)-  34 51 01.49588(N)    082 39 37.99215(W) AD(       ) 1
 ED3318  NGVD 29 (12/12/91)  300.389  (m)          985.53   (f) ADJUSTED    1 2
 ED3318
 ED3318.Superseded values are not recommended for survey control.
 ED3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3318.See file dsdata.txt to determine how the superseded data were derived.
 ED3318
 ED3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4818957712(NAD 83)
 ED3318_MARKER: DD = SURVEY DISK
 ED3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3318_SP_SET: CONCRETE POST
 ED3318_STAMPING: 39 132 1990
 ED3318_MARK LOGO: SCGS  
 ED3318_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3318+STABILITY: SURFACE MOTION
 ED3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3318+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 ED3318
 ED3318  HISTORY     - Date     Condition        Report By
 ED3318  HISTORY     - 1990     MONUMENTED       SCGS
 ED3318  HISTORY     - 19910807 GOOD             SCGS
 ED3318  HISTORY     - 20050217 GOOD             ESP
 ED3318
 ED3318                          STATION DESCRIPTION
 ED3318
 ED3318'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3318'STATION IS LOCATED 3.45 MILES SOUTHEAST OF PICKENS AND 3.55 MILES
 ED3318'NORTHWEST OF EASLEY.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED3318'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3318'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 93 IN
 ED3318'EASLEY, GO WEST ON HIGHWAY 8 FOR 2.9 MILES TO THE JUNCTION OF STATE
 ED3318'ROAD 55 (CEDAR ROCK CHURCH ROAD), CONTINUE ON HIGHWAY 8 FOR 0.4 MILE
 ED3318'TO THE STATION ON THE LEFT NEAR A POWER POLE.
 ED3318'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 ED3318'THE HIGHWAY, 20.5 FEET SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES
 ED3318'OF THE HIGHWAY, 3.3 FEET WEST NORTHWEST OF THE POWER POLE WITH
 ED3318'TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 12.6 FEET NORTHWEST
 ED3318'OF A FIRE HYDRANT, 125.0 FEET NORTHEAST OF THE EAST CORNER OF A BRICK
 ED3318'OFFICE BUILDING, 3.9 FEET WEST NORTHWEST OF A WITNESS POST.
 ED3318'DESCRIBED BY D.L. FERGUSON.
 ED3318
 ED3318                          STATION RECOVERY (1991)
 ED3318
 ED3318'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3318'RECOVERED IN GOOD CONDITION.
 ED3318
 ED3318                          STATION RECOVERY (2005)
 ED3318
 ED3318'RECOVERY NOTE BY ENG SURV + PLANNING 2005 (BRM)
 ED3318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3317 ***********************************************************************
 ED3317  DESIGNATION -  39 133
 ED3317  PID         -  ED3317
 ED3317  STATE/COUNTY-  SC/PICKENS
 ED3317  USGS QUAD   -  LIBERTY (1983)
 ED3317
 ED3317                         *CURRENT SURVEY CONTROL
 ED3317  ___________________________________________________________________
 ED3317* NAD 83(1986)-  34 51 25.     (N)    082 40 14.     (W)     SCALED    
 ED3317* NAVD 88     -       307.673  (meters)    1009.42   (feet)  ADJUSTED  
 ED3317  ___________________________________________________________________
 ED3317  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 ED3317  DYNAMIC HT  -         307.355 (meters)    1008.38  (feet)  COMP
 ED3317  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 ED3317
 ED3317  VERT ORDER  -  FIRST     CLASS II
 ED3317
 ED3317.The horizontal coordinates were scaled from a topographic map and have
 ED3317.an estimated accuracy of +/- 6 seconds.
 ED3317
 ED3317.The orthometric height was determined by differential leveling
 ED3317.and adjusted by the National Geodetic Survey in August 1993..
 ED3317
 ED3317.The geoid height was determined by GEOID03.
 ED3317
 ED3317.The dynamic height is computed by dividing the NAVD 88
 ED3317.geopotential number by the normal gravity value computed on the
 ED3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3317.degrees latitude (g = 980.6199 gals.).
 ED3317
 ED3317.The modeled gravity was interpolated from observed gravity values.
 ED3317
 ED3317;                    North         East    Units  Estimated Accuracy
 ED3317;SPC SC       -   336,560.      456,840.      MT  (+/- 180 meters Scaled)
 ED3317
 ED3317                          SUPERSEDED SURVEY CONTROL
 ED3317
 ED3317  NGVD 29 (12/12/91)  307.739  (m)         1009.64   (f) ADJUSTED    1 2
 ED3317
 ED3317.Superseded values are not recommended for survey control.
 ED3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3317.See file dsdata.txt to determine how the superseded data were derived.
 ED3317
 ED3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU472584(NAD 83)
 ED3317_MARKER: DD = SURVEY DISK
 ED3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3317_SP_SET: CONCRETE POST
 ED3317_STAMPING: 39 133 1990
 ED3317_MARK LOGO: SCGS  
 ED3317_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3317+STABILITY: SURFACE MOTION
 ED3317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3317+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ED3317
 ED3317  HISTORY     - Date     Condition        Report By
 ED3317  HISTORY     - 1990     MONUMENTED       SCGS
 ED3317
 ED3317                          STATION DESCRIPTION
 ED3317
 ED3317'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3317'STATION IS LOCATED 2.75 MILES SOUTHEAST OF PICKENS.
 ED3317'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3317'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3317'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 183 IN
 ED3317'PICKENS, GO SOUTHEAST ON HIGHWAY 8 FOR 2.85 MILES TO THE JUNCTION OF
 ED3317'STATE ROAD 300 (OLD BETHLEHEM SCHOOL ROAD) AND THE STATION IN THE
 ED3317'WEST ANGLE.
 ED3317'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3317'HIGHWAY, 43.7 FEET SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF
 ED3317'THE HIGHWAY, 46.5 FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD,
 ED3317'33.7 FEET WEST OF THE CENTER OF A CATCH BASIN (STORM DRAIN) MANHOLE
 ED3317'COVER, 23.0 FEET SOUTH SOUTHWEST OF A POWER POLE WITH FIVE GUY WIRES
 ED3317'AND A SCGS REFERENCE WASHER ATTACHED, 17.6 FEET NORTHWEST OF THE
 ED3317'WESTERN OF TWO UPRIGHT PIPES OF A NATURAL GAS LINE PRESSURE RELEASE
 ED3317'VALVE ASSEMBLY, 30.5 FEET WEST SOUTHWEST OF A WITNESS POST.
 ED3317'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3316 ***********************************************************************
 ED3316  DESIGNATION -  39 134
 ED3316  PID         -  ED3316
 ED3316  STATE/COUNTY-  SC/PICKENS
 ED3316  USGS QUAD   -  LIBERTY (1983)
 ED3316
 ED3316                         *CURRENT SURVEY CONTROL
 ED3316  ___________________________________________________________________
 ED3316* NAD 83(2001)-  34 51 46.39632(N)    082 41 05.89117(W)     ADJUSTED  
 ED3316* NAVD 88     -       332.258  (meters)    1090.08   (feet)  ADJUSTED  
 ED3316  ___________________________________________________________________
 ED3316  X           -     667,103.520 (meters)                     COMP
 ED3316  Y           -  -5,196,740.853 (meters)                     COMP
 ED3316  Z           -   3,625,568.421 (meters)                     COMP
 ED3316  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 ED3316  ELLIP HEIGHT-         301.19  (meters)          (03/27/03) GPS OBS
 ED3316  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 ED3316  DYNAMIC HT  -         331.914 (meters)    1088.95  (feet)  COMP
 ED3316  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 ED3316
 ED3316  HORZ ORDER  -  FIRST
 ED3316  VERT ORDER  -  FIRST     CLASS II
 ED3316  ELLP ORDER  -  FOURTH    CLASS II
 ED3316
 ED3316.The horizontal coordinates were established by GPS observations
 ED3316.and adjusted by the National Geodetic Survey in March 2003..
 ED3316
 ED3316.The orthometric height was determined by differential leveling
 ED3316.and adjusted by the National Geodetic Survey in August 1993..
 ED3316
 ED3316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3316
 ED3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3316
 ED3316.The ellipsoidal height was determined by GPS observations
 ED3316.and is referenced to NAD 83.
 ED3316
 ED3316.The geoid height was determined by GEOID03.
 ED3316
 ED3316.The dynamic height is computed by dividing the NAVD 88
 ED3316.geopotential number by the normal gravity value computed on the
 ED3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3316.degrees latitude (g = 980.6199 gals.).
 ED3316
 ED3316.The modeled gravity was interpolated from observed gravity values.
 ED3316
 ED3316;                    North         East     Units Scale Factor Converg.
 ED3316;SPC SC       -   337,240.952   455,531.240   MT  1.00001064   -0 56 02.9
 ED3316;SPC SC       - 1,106,433.57  1,494,525.07   iFT  1.00001064   -0 56 02.9
 ED3316;UTM  17      - 3,859,132.797   345,979.924   MT  0.99989238   -0 57 48.0
 ED3316
 ED3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3316!SPC SC       -   0.99995272  x   1.00001064  =   0.99996336
 ED3316!UTM  17      -   0.99995272  x   0.99989238  =   0.99984511
 ED3316
 ED3316                          SUPERSEDED SURVEY CONTROL
 ED3316
 ED3316  NAD 83(1995)-  34 51 46.39670(N)    082 41 05.89118(W) AD(       ) 1
 ED3316  ELLIP H (12/20/99)  301.18   (m)                       GP(       ) 4 1
 ED3316  NAD 83(1986)-  34 51 46.40416(N)    082 41 05.89259(W) AD(       ) 1
 ED3316  NGVD 29 (12/12/91)  332.323  (m)         1090.30   (f) ADJUSTED    1 2
 ED3316
 ED3316.Superseded values are not recommended for survey control.
 ED3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3316.See file dsdata.txt to determine how the superseded data were derived.
 ED3316
 ED3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4598059133(NAD 83)
 ED3316_MARKER: DD = SURVEY DISK
 ED3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3316_SP_SET: CONCRETE POST
 ED3316_STAMPING: 39 134 1990
 ED3316_MARK LOGO: SCGS  
 ED3316_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3316+STABILITY: SURFACE MOTION
 ED3316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3316+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1991
 ED3316
 ED3316  HISTORY     - Date     Condition        Report By
 ED3316  HISTORY     - 1990     MONUMENTED       SCGS
 ED3316  HISTORY     - 19910807 GOOD             SCGS
 ED3316
 ED3316                          STATION DESCRIPTION
 ED3316
 ED3316'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3316'STATION IS LOCATED 1.9 MILES SOUTHEAST OF PICKENS.
 ED3316'OWNERSHIP--HILLCREST MEMORIAL PARK, ANDREW W. CONE, P.O. BOX 422,
 ED3316'HIGHWAY 8, PICKENS, SC 29671, PHONES 803-878-9312 AND 803-859-1185.
 ED3316'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 183 IN
 ED3316'PICKENS, GO SOUTHEAST ON HIGHWAY 8 FOR 1.9 MILES TO THE STATION ON
 ED3316'THE LEFT IN THE SOUTHWEST ANGLE OF THE JUNCTION OF A PAVED DRIVE
 ED3316'LEADING INTO THE HILLCREST MEMORIAL (CEMETERY).
 ED3316'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3316'HIGHWAY, 19.0 FEET NORTH NORTHEAST OF THE CENTER OF THE WESTBOUND
 ED3316'LANES OF THE HIGHWAY, 57.5 FEET WEST NORTHWEST OF THE CENTER OF THE
 ED3316'PAVED DRIVE, 60.8 FEET WEST OF THE SOUTHWEST CORNER OF A STONE SIGN
 ED3316'(HILLCREST MEMORIAL PARK), 18.2 FEET SOUTHWEST OF THE SOUTHWEST
 ED3316'CORNER OF A HEADSTONE (EFFIE H. AND ALLEN CHAPMAN), 30.4 FEET EAST
 ED3316'SOUTHEAST OF A WITNESS POST.
 ED3316'DESCRIBED BY D.L. FERGUSON.
 ED3316
 ED3316                          STATION RECOVERY (1991)
 ED3316
 ED3316'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3315 ***********************************************************************
 ED3315  DESIGNATION -  39 135
 ED3315  PID         -  ED3315
 ED3315  STATE/COUNTY-  SC/PICKENS
 ED3315  USGS QUAD   -  LIBERTY (1983)
 ED3315
 ED3315                         *CURRENT SURVEY CONTROL
 ED3315  ___________________________________________________________________
 ED3315* NAD 83(1986)-  34 52 15.     (N)    082 41 31.     (W)     SCALED    
 ED3315* NAVD 88     -       306.950  (meters)    1007.05   (feet)  ADJUSTED  
 ED3315  ___________________________________________________________________
 ED3315  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 ED3315  DYNAMIC HT  -         306.632 (meters)    1006.01  (feet)  COMP
 ED3315  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 ED3315
 ED3315  VERT ORDER  -  FIRST     CLASS II
 ED3315
 ED3315.The horizontal coordinates were scaled from a topographic map and have
 ED3315.an estimated accuracy of +/- 6 seconds.
 ED3315
 ED3315.The orthometric height was determined by differential leveling
 ED3315.and adjusted by the National Geodetic Survey in August 1993..
 ED3315
 ED3315.The geoid height was determined by GEOID03.
 ED3315
 ED3315.The dynamic height is computed by dividing the NAVD 88
 ED3315.geopotential number by the normal gravity value computed on the
 ED3315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3315.degrees latitude (g = 980.6199 gals.).
 ED3315
 ED3315.The modeled gravity was interpolated from observed gravity values.
 ED3315
 ED3315;                    North         East    Units  Estimated Accuracy
 ED3315;SPC SC       -   338,130.      454,910.      MT  (+/- 180 meters Scaled)
 ED3315
 ED3315                          SUPERSEDED SURVEY CONTROL
 ED3315
 ED3315  NGVD 29 (12/12/91)  307.014  (m)         1007.26   (f) ADJUSTED    1 2
 ED3315
 ED3315.Superseded values are not recommended for survey control.
 ED3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3315.See file dsdata.txt to determine how the superseded data were derived.
 ED3315
 ED3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU453600(NAD 83)
 ED3315_MARKER: DD = SURVEY DISK
 ED3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3315_SP_SET: CONCRETE POST
 ED3315_STAMPING: 39 135 1990
 ED3315_MARK LOGO: SCGS  
 ED3315_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3315+STABILITY: SURFACE MOTION
 ED3315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3315+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ED3315
 ED3315  HISTORY     - Date     Condition        Report By
 ED3315  HISTORY     - 1990     MONUMENTED       SCGS
 ED3315
 ED3315                          STATION DESCRIPTION
 ED3315
 ED3315'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3315'STATION IS LOCATED 1.25 MILES SOUTHEAST OF PICKENS.
 ED3315'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3315'COLUMBIA, SC 29202, PHONE-803-737-1350.
 ED3315'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 183 IN
 ED3315'PICKENS, GO SOUTHEAST ON HIGHWAY 8 FOR 1.05 MILES TO THE JUNCTION OF
 ED3315'STATE ROAD 242 (EVERGREEN ACRES ROAD), CONTINUE ON HIGHWAY 8 FOR 0.15
 ED3315'MILE TO THE STATION ON THE RIGHT.
 ED3315'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3315'HIGHWAY, 21.0 FEET SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF
 ED3315'THE HIGHWAY, 45.0 FEET NORTHWEST OF THE CENTER OF A PAVED DRIVE
 ED3315'LEADING TO GRANT FORD USED CARS, 11.7 FEET NORTHEAST OF A 5-INCH BY
 ED3315'5-INCH STEEL LIGHT POLE, 35.7 FEET SOUTHEAST OF A POWER POLE 80T WITH
 ED3315'A SCGS REFERENCE WASHER ATTACHED, 25.6 FEET NORTH OF A WITNESS POST.
 ED3315'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3334 ***********************************************************************
 ED3334  DESIGNATION -  39 137
 ED3334  PID         -  ED3334
 ED3334  STATE/COUNTY-  SC/PICKENS
 ED3334  USGS QUAD   -  DACUSVILLE (1983)
 ED3334
 ED3334                         *CURRENT SURVEY CONTROL
 ED3334  ___________________________________________________________________
 ED3334* NAD 83(1986)-  34 57 18.     (N)    082 33 38.     (W)     SCALED    
 ED3334* NAVD 88     -       318.106  (meters)    1043.65   (feet)  ADJUSTED  
 ED3334  ___________________________________________________________________
 ED3334  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 ED3334  DYNAMIC HT  -         317.779 (meters)    1042.58  (feet)  COMP
 ED3334  MODELED GRAV-     979,600.2   (mgal)                       NAVD 88
 ED3334
 ED3334  VERT ORDER  -  FIRST     CLASS II
 ED3334
 ED3334.The horizontal coordinates were scaled from a topographic map and have
 ED3334.an estimated accuracy of +/- 6 seconds.
 ED3334
 ED3334.The orthometric height was determined by differential leveling
 ED3334.and adjusted by the National Geodetic Survey in August 1993..
 ED3334
 ED3334.The geoid height was determined by GEOID03.
 ED3334
 ED3334.The dynamic height is computed by dividing the NAVD 88
 ED3334.geopotential number by the normal gravity value computed on the
 ED3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3334.degrees latitude (g = 980.6199 gals.).
 ED3334
 ED3334.The modeled gravity was interpolated from observed gravity values.
 ED3334
 ED3334;                    North         East    Units  Estimated Accuracy
 ED3334;SPC SC       -   347,280.      467,060.      MT  (+/- 180 meters Scaled)
 ED3334
 ED3334                          SUPERSEDED SURVEY CONTROL
 ED3334
 ED3334  NGVD 29 (12/12/91)  318.173  (m)         1043.87   (f) ADJUSTED    1 2
 ED3334
 ED3334.Superseded values are not recommended for survey control.
 ED3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3334.See file dsdata.txt to determine how the superseded data were derived.
 ED3334
 ED3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU575691(NAD 83)
 ED3334_MARKER: DD = SURVEY DISK
 ED3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3334_SP_SET: CONCRETE POST
 ED3334_STAMPING: 39 137 1990
 ED3334_MARK LOGO: SCGS  
 ED3334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3334+STABILITY: SURFACE MOTION
 ED3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3334+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED3334
 ED3334  HISTORY     - Date     Condition        Report By
 ED3334  HISTORY     - 1990     MONUMENTED       SCGS
 ED3334  HISTORY     - 20000628 GOOD             SCGS
 ED3334
 ED3334                          STATION DESCRIPTION
 ED3334
 ED3334'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3334'STATION IS LOCATED 1.35 MILES NORTH OF DACUSVILLE.  OWNERSHIP--NINE
 ED3334'FORKS BAPTIST CHURCH, 3207 EARL BRIDGE ROAD, EASLEY, SC 29640.
 ED3334'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 186 AND STATE
 ED3334'ROAD 162 (THOMAS MILL ROAD) IN DACUSVILLE, GO NORTHEAST ON HIGHWAY
 ED3334'186 FOR 1.6 MILES TO THE NINE FORKS BAPTIST CHURCH AND THE STATION
 ED3334'NEAR A POWER POLE ON THE SOUTH SIDE OF THE CHURCH CEMETERY.
 ED3334'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 ED3334'THE CEMETERY, 3.7 FEET NORTHWEST OF THE POWER POLE NUMBER 50396 WITH
 ED3334'TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED, 59.7 FEET NORTH
 ED3334'OF THE CENTER OF A GRAVEL DRIVE LEADING AROUND THE CHURCH BUILDINGS,
 ED3334'192.0 FEET WEST OF THE CENTER OF THE HIGHWAY, 39.5 FEET SOUTH
 ED3334'SOUTHWEST OF THE SOUTHWEST CORNER OF A HEADSTONE (JANE C. ROBINSON),
 ED3334'19.1 FEET WEST OF A WITNESS POST.
 ED3334'DESCRIBED BY D.L. FERGUSON.
 ED3334
 ED3334                          STATION RECOVERY (2000)
 ED3334
 ED3334'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3334'STATION IS LOCATED 9.7 MILES (15.6 KM) NORTHEAST OF PICKENS, 8.95
 ED3334'MILES (14.40 KM) NORTH NORTHEAST OF EASLEY.  OWNERSHIP--NINE FORKS
 ED3334'BAPTIST CHURCH, 3207 EARL BRIDGE ROAD, EASLEY, SC 29640, PHONE
 ED3334'864-836-8484.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3334'HIGHWAYS 135 (DACUSVILLE HIGHWAY) AND 186 (EARLS BRIDGE ROAD) , 7.1
 ED3334'MILES (11.4 KM) NORTHWEST OF PICKENS, GO EAST ON HIGHWAY 186 FOR 3.6
 ED3334'MILES (5.8 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER
 ED3334'OF THE NINE FORKS BAPTIST CHURCH CEMETERY.  STATION IS A CONCRETE POST
 ED3334'FLUSH WITH THE GROUND AND 6.0 FEET (1.8 M) ABOVE THE HIGHWAY, 197.0
 ED3334'FEET (60.0 M) WEST OF THE CENTER OF THE HIGHWAY, 56.8 FEET (17.3 M)
 ED3334'NORTH OF THE CENTER OF A GRAVEL DRIVE LEADING AROUND THE CEMETERY,
 ED3334'41.0 FEET (12.5 M) NORTHEAST OF THE NORTHEAST CORNER OF A TRANSFORMER,
 ED3334'19.3 FEET (5.9 M) NORTH OF THE SOUTHWEST CORNER OF A HEAD STONE FOR
 ED3334'JAMES AND ESTELL PITTS, 41.2 FEET (12.6 M) NORTHEAST OF A WITNESS
 ED3334'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3354 ***********************************************************************
 ED3354  DESIGNATION -  39 138
 ED3354  PID         -  ED3354
 ED3354  STATE/COUNTY-  SC/PICKENS
 ED3354  USGS QUAD   -  SUNSET (1980)
 ED3354
 ED3354                         *CURRENT SURVEY CONTROL
 ED3354  ___________________________________________________________________
 ED3354* NAD 83(1986)-  34 59 39.     (N)    082 45 46.     (W)     SCALED    
 ED3354* NAVD 88     -       315.886  (meters)    1036.37   (feet)  ADJUSTED  
 ED3354  ___________________________________________________________________
 ED3354  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 ED3354  DYNAMIC HT  -         315.557 (meters)    1035.29  (feet)  COMP
 ED3354  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 ED3354
 ED3354  VERT ORDER  -  FIRST     CLASS II
 ED3354
 ED3354.The horizontal coordinates were scaled from a topographic map and have
 ED3354.an estimated accuracy of +/- 6 seconds.
 ED3354
 ED3354.The orthometric height was determined by differential leveling
 ED3354.and adjusted by the National Geodetic Survey in August 1993..
 ED3354
 ED3354.The geoid height was determined by GEOID03.
 ED3354
 ED3354.The dynamic height is computed by dividing the NAVD 88
 ED3354.geopotential number by the normal gravity value computed on the
 ED3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3354.degrees latitude (g = 980.6199 gals.).
 ED3354
 ED3354.The modeled gravity was interpolated from observed gravity values.
 ED3354
 ED3354;                    North         East    Units  Estimated Accuracy
 ED3354;SPC SC       -   351,920.      448,670.      MT  (+/- 180 meters Scaled)
 ED3354
 ED3354                          SUPERSEDED SURVEY CONTROL
 ED3354
 ED3354  NGVD 29 (12/12/91)  315.942  (m)         1036.55   (f) ADJUSTED    1 2
 ED3354
 ED3354.Superseded values are not recommended for survey control.
 ED3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3354.See file dsdata.txt to determine how the superseded data were derived.
 ED3354
 ED3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU391738(NAD 83)
 ED3354_MARKER: DD = SURVEY DISK
 ED3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3354_SP_SET: CONCRETE POST
 ED3354_STAMPING: 39 138 1990
 ED3354_MARK LOGO: SCGS  
 ED3354_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3354+STABILITY: SURFACE MOTION
 ED3354
 ED3354  HISTORY     - Date     Condition        Report By
 ED3354  HISTORY     - 1989     MONUMENTED       SCGS
 ED3354
 ED3354                          STATION DESCRIPTION
 ED3354
 ED3354'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3354'STATION IS LOCATED 4.2 MILES SOUTHEAST OF ROCKY BOTTOM AND 7.2 MILES
 ED3354'NORTHEAST OF NINE TIMES. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3354'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3354'803-737-1350.
 ED3354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE
 ED3354'HIGHWAY 11 (4.7 MILES SOUTH SOUTHEAST OF ROCKY BOTTOM), GO NORTHWEST
 ED3354'ON HIGHWAY 178 FOR 0.55 MILE TO THE JUNCTION OF SLIDING ROCK ROAD AND
 ED3354'THE STATION NEAR A WOODEN CORRAL IN THE NORTHWEST ANGLE.
 ED3354'STATION IS A CONCRETE POST RECESSED 1-INCH AND 2.0 FEET BELOW THE
 ED3354'HIGHWAY, 2.5 FEET SOUTH SOUTHWEST OF THE CORRAL FENCE, 33.3 FEET
 ED3354'NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 113.6 FEET WEST
 ED3354'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN STABLE, 117.4 FEET WEST
 ED3354'NORTHWEST OF THE CENTER OF THE ROAD, 203.5 FEET EAST SOUTHEAST OF A
 ED3354'TELPHONE JUNCTION BOX, 2.5 FEET SOUTH SOUTHWEST OF A WITNESS POST.
 ED3354'NOTE-MARGINAL GPS STATION.
 ED3354'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3477 ***********************************************************************
 ED3477  DESIGNATION -  39 139
 ED3477  PID         -  ED3477
 ED3477  STATE/COUNTY-  SC/PICKENS
 ED3477  USGS QUAD   -  SUNSET (1980)
 ED3477
 ED3477                         *CURRENT SURVEY CONTROL
 ED3477  ___________________________________________________________________
 ED3477* NAD 83(2001)-  34 58 52.67649(N)    082 46 23.04720(W)     ADJUSTED  
 ED3477* NAVD 88     -       343.717  (meters)    1127.68   (feet)  ADJUSTED  
 ED3477  ___________________________________________________________________
 ED3477  X           -     658,167.275 (meters)                     COMP
 ED3477  Y           -  -5,190,309.216 (meters)                     COMP
 ED3477  Z           -   3,636,346.585 (meters)                     COMP
 ED3477  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 ED3477  ELLIP HEIGHT-         312.85  (meters)          (03/27/03) GPS OBS
 ED3477  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 ED3477  DYNAMIC HT  -         343.359 (meters)    1126.50  (feet)  COMP
 ED3477  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 ED3477
 ED3477  HORZ ORDER  -  FIRST
 ED3477  VERT ORDER  -  FIRST     CLASS II
 ED3477  ELLP ORDER  -  FOURTH    CLASS II
 ED3477
 ED3477.The horizontal coordinates were established by GPS observations
 ED3477.and adjusted by the National Geodetic Survey in March 2003..
 ED3477
 ED3477.The orthometric height was determined by differential leveling
 ED3477.and adjusted by the National Geodetic Survey in August 1993..
 ED3477
 ED3477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3477
 ED3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3477
 ED3477.The ellipsoidal height was determined by GPS observations
 ED3477.and is referenced to NAD 83.
 ED3477
 ED3477.The geoid height was determined by GEOID03.
 ED3477
 ED3477.The dynamic height is computed by dividing the NAVD 88
 ED3477.geopotential number by the normal gravity value computed on the
 ED3477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3477.degrees latitude (g = 980.6199 gals.).
 ED3477
 ED3477.The modeled gravity was interpolated from observed gravity values.
 ED3477
 ED3477;                    North         East     Units Scale Factor Converg.
 ED3477;SPC SC       -   350,510.654   447,701.872   MT  1.00005596   -0 58 58.8
 ED3477;SPC SC       - 1,149,969.34  1,468,838.16   iFT  1.00005596   -0 58 58.8
 ED3477;UTM  17      - 3,872,405.129   338,158.822   MT  0.99992282   -1 01 00.3
 ED3477
 ED3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3477!SPC SC       -   0.99995090  x   1.00005596  =   1.00000685
 ED3477!UTM  17      -   0.99995090  x   0.99992282  =   0.99987372
 ED3477
 ED3477                          SUPERSEDED SURVEY CONTROL
 ED3477
 ED3477  NAD 83(1995)-  34 58 52.67746(N)    082 46 23.04694(W) AD(       ) 1
 ED3477  ELLIP H (12/20/99)  312.85   (m)                       GP(       ) 4 1
 ED3477  NAD 83(1986)-  34 58 52.68452(N)    082 46 23.04833(W) AD(       ) 1
 ED3477  NGVD 29 (12/12/91)  343.773  (m)         1127.86   (f) ADJUSTED    1 2
 ED3477
 ED3477.Superseded values are not recommended for survey control.
 ED3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3477.See file dsdata.txt to determine how the superseded data were derived.
 ED3477
 ED3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3815972405(NAD 83)
 ED3477_MARKER: DD = SURVEY DISK
 ED3477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3477_SP_SET: CONCRETE POST
 ED3477_STAMPING: 39 139 1991
 ED3477_MARK LOGO: SCGS  
 ED3477_PROJECTION: FLUSH
 ED3477_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3477+STABILITY: SURFACE MOTION
 ED3477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3477+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 ED3477
 ED3477  HISTORY     - Date     Condition        Report By
 ED3477  HISTORY     - 1991     MONUMENTED       SCGS
 ED3477  HISTORY     - 19910807 GOOD             SCGS
 ED3477  HISTORY     - 19910807 GOOD             SCGS
 ED3477  HISTORY     - 19920108 GOOD
 ED3477  HISTORY     - 19990505 GOOD             SCGS
 ED3477
 ED3477                          STATION DESCRIPTION
 ED3477
 ED3477'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3477'STATION IS LOCATED 5.0 MILES (8.0 KM) SOUTH SOUTHEAST OF ROCKY
 ED3477'BOTTOM, 6.15 MILES (9.90 KM) NORTHEAST OF NINE TIMES.
 ED3477'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3477'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3477'THE JUNCTION OF U.S. HIGHWAY 178 (MOOREFIELD MEMORIAL HIGHWAY) AND
 ED3477'STATE HIGHWAY 11, 4.9 MILES (7.9 KM) SOUTHEAST OF ROCKY BOTTOM, GO
 ED3477'SOUTHWEST ON HIGHWAY 11 FOR 1.1 MILES (1.8 KM) TO A GRAVEL DRIVEWAY
 ED3477'LEFT LEADING TO A CONCRETE BLOCK BUILDING AND THE STATION IN THE
 ED3477'SOUTHWEST ANGLE AT THE EAST END OF A GUARDRAIL.  STATION IS A
 ED3477'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 21.6
 ED3477'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 6.6 FEET EAST OF THE FIRST
 ED3477'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 36.7 FEET WEST
 ED3477'OF THE CENTER OF THE DRIVEWAY, 115.3 FEET NORTHWEST OF THE NORTHWEST
 ED3477'CORNER OF THE BUILDING, 73.7 FEET WEST NORTHWEST OF A POWER POLE
 ED3477'NUMBER 59855 WITH TRANSFORMER AND TWO GUY WIRES, 6.0 FEET EAST OF A
 ED3477'WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
 ED3477
 ED3477                          STATION RECOVERY (1991)
 ED3477
 ED3477'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3477'RECOVERED IN GOOD CONDITION.
 ED3477
 ED3477                          STATION RECOVERY (1991)
 ED3477
 ED3477'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3477'RECOVERED AS DESCRIBED IN L253071.
 ED3477
 ED3477                          STATION RECOVERY (1992)
 ED3477
 ED3477'RECOVERED 1992
 ED3477'RECOVERED IN GOOD CONDITION.
 ED3477
 ED3477                          STATION RECOVERY (1999)
 ED3477
 ED3477'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 ED3477'STATION IS LOCATED 4.9 MILES (7.9 KM) SOUTH OF ROCKY BOTTOM, 7.7 MILES
 ED3477'(12.4 KM) NORTHWEST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3477'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3477'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED3477'178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE HIGHWAY 11 (CHEROKEE
 ED3477'FOOTHILLS SCENIC HIGHWAY) , 4.7 MILES (7.6 KM) SOUTHEAST OF ROCKY
 ED3477'BOTTOM, GO SOUTHWEST ON HIGHWAY 11 FOR 1.1 MILES (1.8 KM) TO THE
 ED3477'STATION NEAR A GUARDRAIL IN THE SOUTHWEST ANGLE OF A DRIVEWAY LEFT
 ED3477'LEADING TO A CONCRETE BLOCK BUILDING NUMBER 6763.  STATION IS A
 ED3477'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 21.7
 ED3477'FEET (6.6 M) SOUTH OF THE CENTER OF THE HIGHWAY, 6.5 FEET (2.0 M) EAST
 ED3477'OF THE FIRST GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED,
 ED3477'36.5 FEET (11.1 M) WEST OF THE CENTER OF THE DRIVEWAY, 115.2 FEET
 ED3477'(35.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 73.5 FEET
 ED3477'(22.4 M) WEST NORTHWEST OF A POWER POLE NUMBER 59855 WITH A
 ED3477'TRANSFORMER AND TWO GUY WIRES, 5.8 FEET (1.8 M) EAST OF A WITNESS
 ED3477'POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3478 ***********************************************************************
 ED3478  DESIGNATION -  39 140
 ED3478  PID         -  ED3478
 ED3478  STATE/COUNTY-  SC/PICKENS
 ED3478  USGS QUAD   -  SUNSET (1980)
 ED3478
 ED3478                         *CURRENT SURVEY CONTROL
 ED3478  ___________________________________________________________________
 ED3478* NAD 83(1986)-  34 58 50.     (N)    082 47 17.     (W)     SCALED    
 ED3478* NAVD 88     -       325.077  (meters)    1066.52   (feet)  ADJUSTED  
 ED3478  ___________________________________________________________________
 ED3478  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED3478  DYNAMIC HT  -         324.738 (meters)    1065.41  (feet)  COMP
 ED3478  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 ED3478
 ED3478  VERT ORDER  -  FIRST     CLASS II
 ED3478
 ED3478.The horizontal coordinates were scaled from a topographic map and have
 ED3478.an estimated accuracy of +/- 6 seconds.
 ED3478
 ED3478.The orthometric height was determined by differential leveling
 ED3478.and adjusted by the National Geodetic Survey in August 1993..
 ED3478
 ED3478.The geoid height was determined by GEOID03.
 ED3478
 ED3478.The dynamic height is computed by dividing the NAVD 88
 ED3478.geopotential number by the normal gravity value computed on the
 ED3478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3478.degrees latitude (g = 980.6199 gals.).
 ED3478
 ED3478.The modeled gravity was interpolated from observed gravity values.
 ED3478
 ED3478;                    North         East    Units  Estimated Accuracy
 ED3478;SPC SC       -   350,450.      446,330.      MT  (+/- 180 meters Scaled)
 ED3478
 ED3478                          SUPERSEDED SURVEY CONTROL
 ED3478
 ED3478  NGVD 29 (12/12/91)  325.131  (m)         1066.70   (f) ADJUSTED    1 2
 ED3478
 ED3478.Superseded values are not recommended for survey control.
 ED3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3478.See file dsdata.txt to determine how the superseded data were derived.
 ED3478
 ED3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU367723(NAD 83)
 ED3478_MARKER: DD = SURVEY DISK
 ED3478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3478_SP_SET: CONCRETE POST
 ED3478_STAMPING: 39 140 1991
 ED3478_MARK LOGO: SCGS  
 ED3478_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3478+STABILITY: SURFACE MOTION
 ED3478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3478+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3478
 ED3478  HISTORY     - Date     Condition        Report By
 ED3478  HISTORY     - 1991     MONUMENTED       SCGS
 ED3478
 ED3478                          STATION DESCRIPTION
 ED3478
 ED3478'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3478'STATION IS LOCATED 4.9 MILES (7.9 KM) SOUTH OF ROCKY BOTTOM, 5.55
 ED3478'MILES (8.93 KM) NORTHEAST OF NINE TIMES.  OWNERSHIP--SCDHPT, DIRECTOR
 ED3478'OF PRECONSTRUCTION, P.O BOX 191, COLUMBIA, SC 29202, PHONE
 ED3478'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 ED3478'HIGHWAY 178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE HIGHWAY 11, 4.9
 ED3478'MILES (7.9 KM) SOUTHEAST OF ROCKY BOTTOM, GO SOUTHWEST ON HIGHWAY 11
 ED3478'FOR 2.0 MILES (3.2 KM) TO THE STATION ON THE LEFT IN THE SOUTHEAST
 ED3478'ANGLE OF A FIELD ACCESS ROAD ACROSS THE HIGHWAY FROM A WOODEN HOUSE
 ED3478'ON A BRICK FOUNDATION.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3478'GROUND AND LEVEL WITH THE HIGHWAY, 24.7 FEET SOUTH SOUTHEAST OF THE
 ED3478'CENTER OF THE HIGHWAY, 146.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ED3478'OF THE BRICK FOUNDATION, 46.4 FEET NORTH NORTHWEST OF A POWER POLE
 ED3478'WITH A GUY WIRE AND POWER LINES CROSSING THE HIGHWAY, 48.5 FEET NORTH
 ED3478'NORTHEAST OF THE NORTHEAST GATE POST OF A PIPE GATE ACROSS THE FIELD
 ED3478'ACCESS ROAD, 90.3 FEET SOUTH OF A POWER POLE NUMBER 59890 WITH
 ED3478'TRANSFORMER AND A GUY WIRE ACROSS THE HIGHWAY, 50.6 FEET EAST
 ED3478'NORTHEAST OF THE CENTER OF THE ACCESS ROAD, 45.6 FEET NORTH NORTHWEST
 ED3478'OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3479 ***********************************************************************
 ED3479  DESIGNATION -  39 141
 ED3479  PID         -  ED3479
 ED3479  STATE/COUNTY-  SC/PICKENS
 ED3479  USGS QUAD   -  SUNSET (1980)
 ED3479
 ED3479                         *CURRENT SURVEY CONTROL
 ED3479  ___________________________________________________________________
 ED3479* NAD 83(2001)-  34 58 32.17745(N)    082 48 11.21934(W)     ADJUSTED  
 ED3479* NAVD 88     -       315.942  (meters)    1036.55   (feet)  ADJUSTED  
 ED3479  ___________________________________________________________________
 ED3479  X           -     655,487.734 (meters)                     COMP
 ED3479  Y           -  -5,190,990.406 (meters)                     COMP
 ED3479  Z           -   3,635,813.042 (meters)                     COMP
 ED3479  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 ED3479  ELLIP HEIGHT-         285.09  (meters)          (03/27/03) GPS OBS
 ED3479  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED3479  DYNAMIC HT  -         315.612 (meters)    1035.47  (feet)  COMP
 ED3479  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 ED3479
 ED3479  HORZ ORDER  -  FIRST
 ED3479  VERT ORDER  -  FIRST     CLASS II
 ED3479  ELLP ORDER  -  FOURTH    CLASS II
 ED3479
 ED3479.The horizontal coordinates were established by GPS observations
 ED3479.and adjusted by the National Geodetic Survey in March 2003..
 ED3479
 ED3479.The orthometric height was determined by differential leveling
 ED3479.and adjusted by the National Geodetic Survey in August 1993..
 ED3479
 ED3479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3479
 ED3479.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3479
 ED3479.The ellipsoidal height was determined by GPS observations
 ED3479.and is referenced to NAD 83.
 ED3479
 ED3479.The geoid height was determined by GEOID03.
 ED3479
 ED3479.The dynamic height is computed by dividing the NAVD 88
 ED3479.geopotential number by the normal gravity value computed on the
 ED3479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3479.degrees latitude (g = 980.6199 gals.).
 ED3479
 ED3479.The modeled gravity was interpolated from observed gravity values.
 ED3479
 ED3479;                    North         East     Units Scale Factor Converg.
 ED3479;SPC SC       -   349,926.473   444,947.473   MT  1.00005368   -0 59 58.7
 ED3479;SPC SC       - 1,148,052.73  1,459,801.42   iFT  1.00005368   -0 59 58.7
 ED3479;UTM  17      - 3,871,822.654   335,404.426   MT  0.99993390   -1 02 01.8
 ED3479
 ED3479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3479!SPC SC       -   0.99995525  x   1.00005368  =   1.00000893
 ED3479!UTM  17      -   0.99995525  x   0.99993390  =   0.99988916
 ED3479
 ED3479                          SUPERSEDED SURVEY CONTROL
 ED3479
 ED3479  NAD 83(1995)-  34 58 32.17826(N)    082 48 11.21907(W) AD(       ) 1
 ED3479  ELLIP H (12/20/99)  285.09   (m)                       GP(       ) 4 1
 ED3479  NAD 83(1986)-  34 58 32.18534(N)    082 48 11.22027(W) AD(       ) 1
 ED3479  NGVD 29 (12/12/91)  315.995  (m)         1036.73   (f) ADJUSTED    1 2
 ED3479
 ED3479.Superseded values are not recommended for survey control.
 ED3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3479.See file dsdata.txt to determine how the superseded data were derived.
 ED3479
 ED3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3540471823(NAD 83)
 ED3479_MARKER: DD = SURVEY DISK
 ED3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3479_SP_SET: CONCRETE POST
 ED3479_STAMPING: 39 141 1991
 ED3479_MARK LOGO: SCGS  
 ED3479_PROJECTION: FLUSH
 ED3479_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3479+STABILITY: SURFACE MOTION
 ED3479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3479+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 ED3479
 ED3479  HISTORY     - Date     Condition        Report By
 ED3479  HISTORY     - 1991     MONUMENTED       SCGS
 ED3479  HISTORY     - 19910815 GOOD             SCGS
 ED3479  HISTORY     - 19910815 GOOD             SCGS
 ED3479  HISTORY     - 19920108 GOOD
 ED3479  HISTORY     - 19990505 GOOD             SCGS
 ED3479
 ED3479                          STATION DESCRIPTION
 ED3479
 ED3479'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3479'STATION IS LOCATED 5.2 MILES (8.4 KM) SOUTH OF ROCKY BOTTOM, 4.75
 ED3479'MILES (7.64 KM) NORTH NORTHEAST OF NINE TIMES.  OWNERSHIP--SCDHPT,
 ED3479'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3479'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 ED3479'HIGHWAY 178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE HIGHWAY 11, 4.9
 ED3479'MILES (7.9 KM) SOUTHEAST OF ROCKY BOTTOM, GO SOUTHWEST ON HIGHWAY 11
 ED3479'FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 49 (EASTATOEE
 ED3479'CREEK ROAD), CONTINUE ON HIGHWAY 11 FOR 0.2 MILE (0.3 KM) TO THE
 ED3479'STATION ON THE LEFT BEHIND A GUARDRAIL.  STATION IS A CONCRETE POST
 ED3479'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 22.8 FEET SOUTH
 ED3479'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.2 FEET EAST NORTHEAST OF A
 ED3479'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 108.9 FEET EAST
 ED3479'SOUTHEAST OF A POWER POLE NUMBER 59976, 148.3 FEET SOUTH SOUTHWEST OF
 ED3479'A POWER POLE NUMBER 59975, 3.2 FEET SOUTHWEST OF A GUARDRAIL POST
 ED3479'WITH A SCGS REFERENCE WASHER, 3.8 FEET SOUTHWEST OF A WITNESS POST.
 ED3479'DESCRIBED BY C.E. GEOGHEGAN
 ED3479
 ED3479                          STATION RECOVERY (1991)
 ED3479
 ED3479'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3479'RECOVERED IN GOOD CONDITION.
 ED3479
 ED3479                          STATION RECOVERY (1991)
 ED3479
 ED3479'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3479'RECOVERED AS DESCRIBED IN L253071.
 ED3479
 ED3479                          STATION RECOVERY (1992)
 ED3479
 ED3479'RECOVERED 1992
 ED3479'RECOVERED IN GOOD CONDITION.
 ED3479
 ED3479                          STATION RECOVERY (1999)
 ED3479
 ED3479'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 ED3479'STATION IS LOCATED 4.9 MILES (7.9 KM) SOUTH OF ROCKY BOTTOM, 8.4 MILES
 ED3479'(13.5 KM) NORTHWEST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3479'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3479'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 ED3479'178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE HIGHWAY 11 (CHEROKEE
 ED3479'FOOTHILLS SCENIC HIGHWAY) , 4.7 MILES (7.6 KM) SOUTHEAST OF ROCKY
 ED3479'BOTTOM, GO SOUTHWEST ON HIGHWAY 11 FOR 2.7 MILES (4.3 KM) TO THE
 ED3479'JUNCTION OF STATE ROAD 49 (EASTATOE CREEK ROAD) , CONTINUE ON HIGHWAY
 ED3479'11 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE LEFT BEHIND A GUARD
 ED3479'RAIL.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 ED3479'THE HIGHWAY, 22.6 FEET (6.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 ED3479'HIGHWAY, 3.0 FEET (0.9 M) EAST NORTHEAST OF A GUARD RAIL POST WITH A
 ED3479'SCGS REFERENCE WASHER ATTACHED, 147.8 FEET (45.0 M) SOUTH SOUTHWEST OF
 ED3479'A POWER POLE NUMBER 59975, , 109.1 FEET (33.3 M) EAST OF A POWER POLE
 ED3479'NUMBER 59976 WITH GUY WIRE, 3.2 FEET (1.0 M) SOUTHWEST OF A GUARDRAIL
 ED3479'POST WITH A SCGS REFERENCE WASHER ATTACHED, 3.7 FEET (1.1 M) SOUTHWEST
 ED3479'OF A WITNESS POST.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3480 ***********************************************************************
 ED3480  DESIGNATION -  39 142
 ED3480  PID         -  ED3480
 ED3480  STATE/COUNTY-  SC/PICKENS
 ED3480  USGS QUAD   -  SUNSET (1980)
 ED3480
 ED3480                         *CURRENT SURVEY CONTROL
 ED3480  ___________________________________________________________________
 ED3480* NAD 83(1986)-  34 58 02.     (N)    082 49 03.     (W)     SCALED    
 ED3480* NAVD 88     -       307.145  (meters)    1007.69   (feet)  ADJUSTED  
 ED3480  ___________________________________________________________________
 ED3480  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED3480  DYNAMIC HT  -         306.825 (meters)    1006.64  (feet)  COMP
 ED3480  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 ED3480
 ED3480  VERT ORDER  -  FIRST     CLASS II
 ED3480
 ED3480.The horizontal coordinates were scaled from a topographic map and have
 ED3480.an estimated accuracy of +/- 6 seconds.
 ED3480
 ED3480.The orthometric height was determined by differential leveling
 ED3480.and adjusted by the National Geodetic Survey in August 1993..
 ED3480
 ED3480.The geoid height was determined by GEOID03.
 ED3480
 ED3480.The dynamic height is computed by dividing the NAVD 88
 ED3480.geopotential number by the normal gravity value computed on the
 ED3480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3480.degrees latitude (g = 980.6199 gals.).
 ED3480
 ED3480.The modeled gravity was interpolated from observed gravity values.
 ED3480
 ED3480;                    North         East    Units  Estimated Accuracy
 ED3480;SPC SC       -   349,020.      443,620.      MT  (+/- 180 meters Scaled)
 ED3480
 ED3480                          SUPERSEDED SURVEY CONTROL
 ED3480
 ED3480  NGVD 29 (12/12/91)  307.199  (m)         1007.87   (f) ADJUSTED    1 2
 ED3480
 ED3480.Superseded values are not recommended for survey control.
 ED3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3480.See file dsdata.txt to determine how the superseded data were derived.
 ED3480
 ED3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU340709(NAD 83)
 ED3480_MARKER: DD = SURVEY DISK
 ED3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3480_SP_SET: CONCRETE POST
 ED3480_STAMPING: 39 142 1991
 ED3480_MARK LOGO: SCGS  
 ED3480_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3480+STABILITY: SURFACE MOTION
 ED3480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3480+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3480
 ED3480  HISTORY     - Date     Condition        Report By
 ED3480  HISTORY     - 1991     MONUMENTED       SCGS
 ED3480
 ED3480                          STATION DESCRIPTION
 ED3480
 ED3480'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3480'STATION IS LOCATED 5.85 MILES (9.41 KM) SOUTH OF ROCKY BOTTOM, 3.9
 ED3480'MILES (6.3 KM) NORTH NORTHEAST OF NINE TIMES.  OWNERSHIP--SCDHPT,
 ED3480'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3480'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 ED3480'HIGHWAY 178 (MOOREFIELD MEMORIAL HIGHWAY) AND STATE HIGHWAY 11, 4.9
 ED3480'MILES (7.9 KM) SOUTHEAST OF ROCKY BOTTOM, GO SOUTHWEST ON HIGHWAY 11
 ED3480'FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 49 (EASTATOEE
 ED3480'CREEK ROAD), CONTINUE ON HIGHWAY 11 FOR 1.25 MILES (2.01 KM) TO TWO
 ED3480'OVERHEAD POWER LINE CROSSINGS AND THE STATION ON THE RIGHT BEHIND A
 ED3480'GUARDRAIL.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3480'LEVEL WITH THE HIGHWAY, 21.6 FEET NORTH NORTHWEST OF THE CENTER OF
 ED3480'THE HIGHWAY, 2.9 FEET EAST NORTHEAST OF A GUARDRAIL POST WITH A SCGS
 ED3480'REFERENCE WASHER ATTACHED, 3.4 FEET WEST SOUTHWEST OF A GUARDRAIL
 ED3480'POST WITH A SCGS REFERENCE WASHER ATTACHED, 126.7 FEET EAST NORTHEAST
 ED3480'OF A DIRT ROAD LEADING NORTH NORTHWEST (50-FEET IS PAVED), 3.8 FEET
 ED3480'WEST SOUTHWEST OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3481 ***********************************************************************
 ED3481  DESIGNATION -  39 143
 ED3481  PID         -  ED3481
 ED3481  STATE/COUNTY-  SC/PICKENS
 ED3481  USGS QUAD   -  SUNSET (1980)
 ED3481
 ED3481                         *CURRENT SURVEY CONTROL
 ED3481  ___________________________________________________________________
 ED3481* NAD 83(2001)-  34 57 38.06857(N)    082 49 59.76938(W)     ADJUSTED  
 ED3481* NAVD 88     -       316.372  (meters)    1037.96   (feet)  ADJUSTED  
 ED3481  ___________________________________________________________________
 ED3481  X           -     652,875.078 (meters)                     COMP
 ED3481  Y           -  -5,192,283.217 (meters)                     COMP
 ED3481  Z           -   3,634,446.789 (meters)                     COMP
 ED3481  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 ED3481  ELLIP HEIGHT-         285.51  (meters)          (03/27/03) GPS OBS
 ED3481  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED3481  DYNAMIC HT  -         316.044 (meters)    1036.89  (feet)  COMP
 ED3481  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 ED3481
 ED3481  HORZ ORDER  -  FIRST
 ED3481  VERT ORDER  -  FIRST     CLASS II
 ED3481  ELLP ORDER  -  FOURTH    CLASS II
 ED3481
 ED3481.The horizontal coordinates were established by GPS observations
 ED3481.and adjusted by the National Geodetic Survey in March 2003..
 ED3481
 ED3481.The orthometric height was determined by differential leveling
 ED3481.and adjusted by the National Geodetic Survey in August 1993..
 ED3481
 ED3481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3481
 ED3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3481
 ED3481.The ellipsoidal height was determined by GPS observations
 ED3481.and is referenced to NAD 83.
 ED3481
 ED3481.The geoid height was determined by GEOID03.
 ED3481
 ED3481.The dynamic height is computed by dividing the NAVD 88
 ED3481.geopotential number by the normal gravity value computed on the
 ED3481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3481.degrees latitude (g = 980.6199 gals.).
 ED3481
 ED3481.The modeled gravity was interpolated from observed gravity values.
 ED3481
 ED3481;                    North         East     Units Scale Factor Converg.
 ED3481;SPC SC       -   348,307.636   442,164.763   MT  1.00004772   -1 00 58.9
 ED3481;SPC SC       - 1,142,741.59  1,450,671.79   iFT  1.00004772   -1 00 58.9
 ED3481;UTM  17      - 3,870,205.662   332,621.057   MT  0.99994529   -1 03 02.6
 ED3481
 ED3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3481!SPC SC       -   0.99995519  x   1.00004772  =   1.00000290
 ED3481!UTM  17      -   0.99995519  x   0.99994529  =   0.99990048
 ED3481
 ED3481                          SUPERSEDED SURVEY CONTROL
 ED3481
 ED3481  NAD 83(1995)-  34 57 38.06932(N)    082 49 59.76911(W) AD(       ) 1
 ED3481  ELLIP H (12/20/99)  285.52   (m)                       GP(       ) 4 1
 ED3481  NAD 83(1986)-  34 57 38.07641(N)    082 49 59.77026(W) AD(       ) 1
 ED3481  NGVD 29 (12/12/91)  316.427  (m)         1038.14   (f) ADJUSTED    1 2
 ED3481
 ED3481.Superseded values are not recommended for survey control.
 ED3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3481.See file dsdata.txt to determine how the superseded data were derived.
 ED3481
 ED3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3262170206(NAD 83)
 ED3481_MARKER: DD = SURVEY DISK
 ED3481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3481_SP_SET: CONCRETE POST
 ED3481_STAMPING: 39 143 1991
 ED3481_MARK LOGO: SCGS  
 ED3481_PROJECTION: FLUSH
 ED3481_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3481+STABILITY: SURFACE MOTION
 ED3481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3481+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1999
 ED3481
 ED3481  HISTORY     - Date     Condition        Report By
 ED3481  HISTORY     - 1991     MONUMENTED       SCGS
 ED3481  HISTORY     - 19910815 GOOD             SCGS
 ED3481  HISTORY     - 19910815 GOOD             SCGS
 ED3481  HISTORY     - 19920109 GOOD
 ED3481  HISTORY     - 19990517 GOOD             SCGS
 ED3481
 ED3481                          STATION DESCRIPTION
 ED3481
 ED3481'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3481'STATION IS LOCATED 6.5 MILE (10.5 KM) SOUTH SOUTHWEST OF ROCKY
 ED3481'BOTTOM, 3.2 MILES (5.1 KM) NORTH OF NINE TIMES.  OWNERSHIP--SCDHPT,
 ED3481'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3481'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3481'HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6 MILES (4.2 KM) WEST
 ED3481'NORTHWEST OF NINE TIMES, GO EAST NORTHEAST ON HIGHWAY 11 FOR 3.75
 ED3481'MILES (6.03 KM) TO THE STATION IN THE WEST ANGLE OF THE JUNCTION OF
 ED3481'STATE ROAD 143 (ROY F JONES HIGHWAY), ALSO THE JUNCTION OF STATE ROAD
 ED3481'49 (LITTLE EASTATOEE ROAD) TO THE SOUTH.  STATION IS A CONCRETE POST
 ED3481'FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE HIGHWAY, 37.7 FEET NORTH
 ED3481'NORTHWEST OF THE CENTER OF THE HIGHWAY, 74.4 FEET SOUTH SOUTHWEST OF
 ED3481'THE CENTER OF ROAD 143, 75.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ED3481'OF A GRANITE MONUMENT (ROY F. JONES HWY), 104.6 FEET WEST SOUTHWEST
 ED3481'OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
 ED3481
 ED3481                          STATION RECOVERY (1991)
 ED3481
 ED3481'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3481'RECOVERED IN GOOD CONDITION.
 ED3481
 ED3481                          STATION RECOVERY (1991)
 ED3481
 ED3481'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3481'RECOVERED AS DESCRIBED IN L253071.
 ED3481
 ED3481                          STATION RECOVERY (1992)
 ED3481
 ED3481'RECOVERED 1992
 ED3481'RECOVERED IN GOOD CONDITION.
 ED3481
 ED3481                          STATION RECOVERY (1999)
 ED3481
 ED3481'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 ED3481'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTH OF NINE TIMES, 8.9 MILES
 ED3481'(14.3 KM) NORTHWEST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3481'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3481'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3481'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 133 (CROWE CREEK
 ED3481'ROAD) , 2.6 MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO EAST
 ED3481'NORTHEAST ON HIGHWAY 11 FOR 3.75 MILES (6.03 KM) TO THE STATION IN THE
 ED3481'WEST ANGLE OF THE JUNCTION OF STATE ROAD 143 (ROY F.  JONES HIGHWAY) ,
 ED3481'ALSO THE JUNCTION OF STATE ROAD 49 (LITTLE EASTATOE ROAD) TO THE
 ED3481'SOUTH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 ED3481'(15.2 CM) BELOW THE HIGHWAY, 37.5 FEET (11.4 M) NORTH NORTHWEST OF THE
 ED3481'CENTER OF THE HIGHWAY, 73.9 FEET (22.5 M) SOUTH OF THE CENTER OF ROAD
 ED3481'143, 75.1 FEET (22.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A GRANITE
 ED3481'MONUMENT (ROY F.  JONES HIGHWAY) .  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3482 ***********************************************************************
 ED3482  DESIGNATION -  39 144
 ED3482  PID         -  ED3482
 ED3482  STATE/COUNTY-  SC/PICKENS
 ED3482  USGS QUAD   -  SUNSET (1980)
 ED3482
 ED3482                         *CURRENT SURVEY CONTROL
 ED3482  ___________________________________________________________________
 ED3482* NAD 83(1986)-  34 57 06.     (N)    082 50 55.     (W)     SCALED    
 ED3482* NAVD 88     -       294.972  (meters)     967.75   (feet)  ADJUSTED  
 ED3482  ___________________________________________________________________
 ED3482  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 ED3482  DYNAMIC HT  -         294.666 (meters)     966.75  (feet)  COMP
 ED3482  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 ED3482
 ED3482  VERT ORDER  -  FIRST     CLASS II
 ED3482
 ED3482.The horizontal coordinates were scaled from a topographic map and have
 ED3482.an estimated accuracy of +/- 6 seconds.
 ED3482
 ED3482.The orthometric height was determined by differential leveling
 ED3482.and adjusted by the National Geodetic Survey in August 1993..
 ED3482
 ED3482.The geoid height was determined by GEOID03.
 ED3482
 ED3482.The dynamic height is computed by dividing the NAVD 88
 ED3482.geopotential number by the normal gravity value computed on the
 ED3482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3482.degrees latitude (g = 980.6199 gals.).
 ED3482
 ED3482.The modeled gravity was interpolated from observed gravity values.
 ED3482
 ED3482;                    North         East    Units  Estimated Accuracy
 ED3482;SPC SC       -   347,340.      440,750.      MT  (+/- 180 meters Scaled)
 ED3482
 ED3482                          SUPERSEDED SURVEY CONTROL
 ED3482
 ED3482  NGVD 29 (12/12/91)  295.026  (m)          967.93   (f) ADJUSTED    1 2
 ED3482
 ED3482.Superseded values are not recommended for survey control.
 ED3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3482.See file dsdata.txt to determine how the superseded data were derived.
 ED3482
 ED3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU312692(NAD 83)
 ED3482_MARKER: DD = SURVEY DISK
 ED3482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3482_SP_SET: CONCRETE POST
 ED3482_STAMPING: 39 144 1991
 ED3482_MARK LOGO: SCGS  
 ED3482_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3482+STABILITY: SURFACE MOTION
 ED3482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3482+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3482
 ED3482  HISTORY     - Date     Condition        Report By
 ED3482  HISTORY     - 1991     MONUMENTED       SCGS
 ED3482
 ED3482                          STATION DESCRIPTION
 ED3482
 ED3482'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3482'STATION IS LOCATED 2.55 MILES (4.10 KM) NORTH OF NINE TIMES.
 ED3482'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3482'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3482'THE JUNCTION OF STATE HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6
 ED3482'MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO EAST NORTHEAST ON
 ED3482'HIGHWAY 11 FOR 1.95 MILES (3.14 KM) TO THE LITTLE EASTATOEE CREEK
 ED3482'BRIDGE, CONTINUE ON HIGHWAY 11 FOR 0.65 MILE (1.05 KM) TO THE STATION
 ED3482'ON THE RIGHT BEHIND A GUARDRAIL.  STATION IS A CONCRETE POST FLUSH
 ED3482'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 24.5 FEET SOUTHEAST OF
 ED3482'THE CENTER OF THE HIGHWAY, 3.5 FEET NORTHEAST OF A GUARDRAIL POST
 ED3482'WITH A SCGS REFERENCE WASHER ATTACHED, 3.2 FEET SOUTH SOUTHWEST OF A
 ED3482'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 177.5 FEET
 ED3482'SOUTH SOUTHWEST OF THE NORTHEAST END OF THE GUARDRAIL ON THE OTHER
 ED3482'SIDE OF THE HIGHWAY, 200.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 ED3482'GUARDRAIL ON THE OTHER SIDE OF THE HIGHWAY, 3.8 FEET SOUTH SOUTHWEST
 ED3482'OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3483 ***********************************************************************
 ED3483  DESIGNATION -  39 145
 ED3483  PID         -  ED3483
 ED3483  STATE/COUNTY-  SC/PICKENS
 ED3483  USGS QUAD   -  SUNSET (1980)
 ED3483
 ED3483                         *CURRENT SURVEY CONTROL
 ED3483  ___________________________________________________________________
 ED3483* NAD 83(2001)-  34 56 36.92405(N)    082 51 43.93267(W)     ADJUSTED  
 ED3483* NAVD 88     -       301.976  (meters)     990.73   (feet)  ADJUSTED  
 ED3483  ___________________________________________________________________
 ED3483  X           -     650,385.575 (meters)                     COMP
 ED3483  Y           -  -5,193,671.713 (meters)                     COMP
 ED3483  Z           -   3,632,894.075 (meters)                     COMP
 ED3483  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 ED3483  ELLIP HEIGHT-         271.12  (meters)          (03/27/03) GPS OBS
 ED3483  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 ED3483  DYNAMIC HT  -         301.664 (meters)     989.71  (feet)  COMP
 ED3483  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 ED3483
 ED3483  HORZ ORDER  -  FIRST
 ED3483  VERT ORDER  -  FIRST     CLASS II
 ED3483  ELLP ORDER  -  FOURTH    CLASS II
 ED3483
 ED3483.The horizontal coordinates were established by GPS observations
 ED3483.and adjusted by the National Geodetic Survey in March 2003..
 ED3483
 ED3483.The orthometric height was determined by differential leveling
 ED3483.and adjusted by the National Geodetic Survey in August 1993..
 ED3483
 ED3483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3483
 ED3483.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3483
 ED3483.The ellipsoidal height was determined by GPS observations
 ED3483.and is referenced to NAD 83.
 ED3483
 ED3483.The geoid height was determined by GEOID03.
 ED3483
 ED3483.The dynamic height is computed by dividing the NAVD 88
 ED3483.geopotential number by the normal gravity value computed on the
 ED3483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3483.degrees latitude (g = 980.6199 gals.).
 ED3483
 ED3483.The modeled gravity was interpolated from observed gravity values.
 ED3483
 ED3483;                    North         East     Units Scale Factor Converg.
 ED3483;SPC SC       -   346,470.840   439,488.487   MT  1.00004106   -1 01 56.7
 ED3483;SPC SC       - 1,136,715.35  1,441,891.36   iFT  1.00004106   -1 01 56.7
 ED3483;UTM  17      - 3,868,370.645   329,943.929   MT  0.99995643   -1 04 00.7
 ED3483
 ED3483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3483!SPC SC       -   0.99995744  x   1.00004106  =   0.99999850
 ED3483!UTM  17      -   0.99995744  x   0.99995643  =   0.99991388
 ED3483
 ED3483                          SUPERSEDED SURVEY CONTROL
 ED3483
 ED3483  NAD 83(1995)-  34 56 36.92467(N)    082 51 43.93241(W) AD(       ) 1
 ED3483  ELLIP H (12/20/99)  271.13   (m)                       GP(       ) 4 1
 ED3483  NAD 83(1986)-  34 56 36.93185(N)    082 51 43.93340(W) AD(       ) 1
 ED3483  NGVD 29 (12/12/91)  302.030  (m)          990.91   (f) ADJUSTED    1 2
 ED3483
 ED3483.Superseded values are not recommended for survey control.
 ED3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3483.See file dsdata.txt to determine how the superseded data were derived.
 ED3483
 ED3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2994468371(NAD 83)
 ED3483_MARKER: DD = SURVEY DISK
 ED3483_SETTING: 66 = SET IN ROCK OUTCROP
 ED3483_SP_SET: CONCRETE POST
 ED3483_STAMPING: 39 145 1991
 ED3483_MARK LOGO: SCGS  
 ED3483_PROJECTION: FLUSH
 ED3483_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED3483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED3483+STABILITY: POSITION/ELEVATION WELL
 ED3483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3483+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 ED3483
 ED3483  HISTORY     - Date     Condition        Report By
 ED3483  HISTORY     - 1991     MONUMENTED       SCGS
 ED3483  HISTORY     - 19910815 GOOD             SCGS
 ED3483  HISTORY     - 19910815 GOOD             SCGS
 ED3483  HISTORY     - 19920109 GOOD
 ED3483  HISTORY     - 19990505 GOOD             SCGS
 ED3483
 ED3483                          STATION DESCRIPTION
 ED3483
 ED3483'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3483'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTH NORTHWEST OF NINE TIMES.
 ED3483'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3483'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3483'THE JUNCTION OF STATE HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6
 ED3483'MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO EAST NORTHEAST ON
 ED3483'HIGHWAY 11 FOR 1.55 MILES (2.49 KM) TO THE STATION ON THE LEFT AT THE
 ED3483'SOUTHWEST END OF A LARGE ROCK OUTCROP, 0.4 MILE (0.6 KM) WEST
 ED3483'SOUTHWEST OF THE LITTLE EASTATOEE CREEK BRIDGE.  STATION IS A DRILL
 ED3483'MARK IN ROCK OUTCROP AND 5.5 FEET ABOVE THE HIGHWAY, 46.7 FEET NORTH
 ED3483'NORTHWEST OF THE CENTER OF THE HIGHWAY, 158.6 FEET WEST SOUTHWEST OF
 ED3483'THE SOUTHWEST END OF A GUARDRAIL, 10.7 FEET NORTH NORTHWEST OF A
 ED3483'WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
 ED3483
 ED3483                          STATION RECOVERY (1991)
 ED3483
 ED3483'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3483'RECOVERED IN GOOD CONDITION.
 ED3483
 ED3483                          STATION RECOVERY (1991)
 ED3483
 ED3483'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3483'RECOVERED AS DESCRIBED IN L253071.
 ED3483
 ED3483                          STATION RECOVERY (1992)
 ED3483
 ED3483'RECOVERED 1992
 ED3483'RECOVERED IN GOOD CONDITION.
 ED3483
 ED3483                          STATION RECOVERY (1999)
 ED3483
 ED3483'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 ED3483'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTH OF NINE TIMES, 9.8 MILES
 ED3483'(15.8 KM) NORTHWEST OF PICKENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3483'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3483'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3483'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 133 (CROWE CREEK
 ED3483'ROAD) , 2.6 MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO EAST
 ED3483'NORTHEAST ON HIGHWAY 11 FOR 1.55 MILES (2.49 KM) TO THE STATION ON THE
 ED3483'LEFT AT THE SOUTHWEST END OF A LARGE ROCK OUTCROP, 0.4 MILE (0.6 KM)
 ED3483'WEST SOUTHWEST OF THE LITTLE EASTATOE CREEK BRIDGE.  STATION IS A DISK
 ED3483'SET INTO ROCK OUTCROPPING AND 6.0 FEET (1.8 M) ABOVE THE HIGHWAY, 47.2
 ED3483'FEET (14.4 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 160.3 FEET
 ED3483'(48.9 M) WEST SOUTHWEST OF THE SOUTHWEST END OF A GUARDRAIL, 12.1 FEET
 ED3483'(3.7 M) NORTH OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3484 ***********************************************************************
 ED3484  DESIGNATION -  39 146
 ED3484  PID         -  ED3484
 ED3484  STATE/COUNTY-  SC/PICKENS
 ED3484  USGS QUAD   -  SALEM (1980)
 ED3484
 ED3484                         *CURRENT SURVEY CONTROL
 ED3484  ___________________________________________________________________
 ED3484* NAD 83(1986)-  34 56 10.     (N)    082 52 31.     (W)     SCALED    
 ED3484* NAVD 88     -       295.141  (meters)     968.31   (feet)  ADJUSTED  
 ED3484  ___________________________________________________________________
 ED3484  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 ED3484  DYNAMIC HT  -         294.836 (meters)     967.31  (feet)  COMP
 ED3484  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 ED3484
 ED3484  VERT ORDER  -  FIRST     CLASS II
 ED3484
 ED3484.The horizontal coordinates were scaled from a topographic map and have
 ED3484.an estimated accuracy of +/- 6 seconds.
 ED3484
 ED3484.The orthometric height was determined by differential leveling
 ED3484.and adjusted by the National Geodetic Survey in August 1993..
 ED3484
 ED3484.The geoid height was determined by GEOID03.
 ED3484
 ED3484.The dynamic height is computed by dividing the NAVD 88
 ED3484.geopotential number by the normal gravity value computed on the
 ED3484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3484.degrees latitude (g = 980.6199 gals.).
 ED3484
 ED3484.The modeled gravity was interpolated from observed gravity values.
 ED3484
 ED3484;                    North         East    Units  Estimated Accuracy
 ED3484;SPC SC       -   345,660.      438,280.      MT  (+/- 180 meters Scaled)
 ED3484
 ED3484                          SUPERSEDED SURVEY CONTROL
 ED3484
 ED3484  NGVD 29 (12/12/91)  295.195  (m)          968.49   (f) ADJUSTED    1 2
 ED3484
 ED3484.Superseded values are not recommended for survey control.
 ED3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3484.See file dsdata.txt to determine how the superseded data were derived.
 ED3484
 ED3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU287675(NAD 83)
 ED3484_MARKER: DD = SURVEY DISK
 ED3484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3484_SP_SET: CONCRETE POST
 ED3484_STAMPING: 39 146 1991
 ED3484_MARK LOGO: SCGS  
 ED3484_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3484+STABILITY: SURFACE MOTION
 ED3484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3484+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3484
 ED3484  HISTORY     - Date     Condition        Report By
 ED3484  HISTORY     - 1991     MONUMENTED       SCGS
 ED3484
 ED3484                          STATION DESCRIPTION
 ED3484
 ED3484'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3484'STATION IS LOCATED 2.3 MILES (3.7 KM) NORTHWEST OF NINE TIMES.
 ED3484'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3484'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3484'THE JUNCTION OF STATE HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6
 ED3484'MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO EAST NORTHEAST ON
 ED3484'HIGHWAY 11 FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE RIGHT AT A
 ED3484'BOX CULVERT AND THE NORTHEAST END OF A GUARDRAIL, A CONCRETE POST
 ED3484'FLUSH WITH THE GROUND AND 1.5 FEET BELOW THE HIGHWAY, 29.2 FEET SOUTH
 ED3484'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 34.0 FEET EAST NORTHEAST OF
 ED3484'THE EAST CORNER OF THE BOX CULVERT, 7.5 FEET SOUTHEAST OF THE FIRST
 ED3484'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 71.9 FEET WEST
 ED3484'SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 105.5 FEET SOUTH
 ED3484'SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 11.3
 ED3484'FEET EAST SOUTHEAST OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3485 ***********************************************************************
 ED3485  DESIGNATION -  39 147
 ED3485  PID         -  ED3485
 ED3485  STATE/COUNTY-  SC/PICKENS
 ED3485  USGS QUAD   -  SALEM (1980)
 ED3485
 ED3485                         *CURRENT SURVEY CONTROL
 ED3485  ___________________________________________________________________
 ED3485* NAD 83(1986)-  34 55 53.     (N)    082 53 05.     (W)     SCALED    
 ED3485* NAVD 88     -       317.732  (meters)    1042.43   (feet)  ADJUSTED  
 ED3485  ___________________________________________________________________
 ED3485  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 ED3485  DYNAMIC HT  -         317.404 (meters)    1041.35  (feet)  COMP
 ED3485  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 ED3485
 ED3485  VERT ORDER  -  FIRST     CLASS II
 ED3485
 ED3485.The horizontal coordinates were scaled from a topographic map and have
 ED3485.an estimated accuracy of +/- 6 seconds.
 ED3485
 ED3485.The orthometric height was determined by differential leveling
 ED3485.and adjusted by the National Geodetic Survey in August 1993..
 ED3485
 ED3485.The geoid height was determined by GEOID03.
 ED3485
 ED3485.The dynamic height is computed by dividing the NAVD 88
 ED3485.geopotential number by the normal gravity value computed on the
 ED3485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3485.degrees latitude (g = 980.6199 gals.).
 ED3485
 ED3485.The modeled gravity was interpolated from observed gravity values.
 ED3485
 ED3485;                    North         East    Units  Estimated Accuracy
 ED3485;SPC SC       -   345,160.      437,410.      MT  (+/- 180 meters Scaled)
 ED3485
 ED3485                          SUPERSEDED SURVEY CONTROL
 ED3485
 ED3485  NGVD 29 (12/12/91)  317.786  (m)         1042.60   (f) ADJUSTED    1 2
 ED3485
 ED3485.Superseded values are not recommended for survey control.
 ED3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3485.See file dsdata.txt to determine how the superseded data were derived.
 ED3485
 ED3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU278670(NAD 83)
 ED3485_MARKER: DD = SURVEY DISK
 ED3485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3485_SP_SET: CONCRETE POST
 ED3485_STAMPING: 39 147 1991
 ED3485_MARK LOGO: SCGS  
 ED3485_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3485+STABILITY: SURFACE MOTION
 ED3485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3485+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3485
 ED3485  HISTORY     - Date     Condition        Report By
 ED3485  HISTORY     - 1991     MONUMENTED       SCGS
 ED3485
 ED3485                          STATION DESCRIPTION
 ED3485
 ED3485'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3485'STATION IS LOCATED BEHIND A GUARDRAIL IN THE EAST ANGLE OF THE
 ED3485'JUNCTION OF STATE HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6 MILES
 ED3485'(4.2 KM) WEST NORTHWEST OF NINE TIMES.  OWNERSHIP--SCDHPT, DIRECTOR
 ED3485'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3485'803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED3485'0.5 FOOT ABOVE THE HIGHWAY, 24.7 FEET SOUTH SOUTHEAST OF THE CENTER
 ED3485'OF HIGHWAY 11, 80.6 FEET NORTHEAST OF THE CENTER OF HIGHWAY 133, 4.2
 ED3485'FEET SOUTH SOUTHWEST OF A GUARDRAIL POST WITH A SCGS REFERENCE WASHER
 ED3485'ATTACHED, 4.4 FEET EAST SOUTHEAST OF A GUARDRAIL POST WITH A SCGS
 ED3485'REFERENCE WASHER ATTACHED, 147.2 FEET WEST SOUTHWEST OF A 55 MILE
 ED3485'(88.5 KM) PER/HOUR SPEED LIMIT SIGN, 9.4 FEET EAST OF A WITNESS POST.
 ED3485'DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3514 ***********************************************************************
 ED3514  DESIGNATION -  39 148
 ED3514  PID         -  ED3514
 ED3514  STATE/COUNTY-  SC/PICKENS
 ED3514  USGS QUAD   -  SALEM (1980)
 ED3514
 ED3514                         *CURRENT SURVEY CONTROL
 ED3514  ___________________________________________________________________
 ED3514* NAD 83(1986)-  34 55 12.     (N)    082 52 53.     (W)     SCALED    
 ED3514* NAVD 88     -       279.835  (meters)     918.09   (feet)  ADJUSTED  
 ED3514  ___________________________________________________________________
 ED3514  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 ED3514  DYNAMIC HT  -         279.545 (meters)     917.14  (feet)  COMP
 ED3514  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 ED3514
 ED3514  VERT ORDER  -  FIRST     CLASS II
 ED3514
 ED3514.The horizontal coordinates were scaled from a topographic map and have
 ED3514.an estimated accuracy of +/- 6 seconds.
 ED3514
 ED3514.The orthometric height was determined by differential leveling
 ED3514.and adjusted by the National Geodetic Survey in August 1993..
 ED3514
 ED3514.The geoid height was determined by GEOID03.
 ED3514
 ED3514.The dynamic height is computed by dividing the NAVD 88
 ED3514.geopotential number by the normal gravity value computed on the
 ED3514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3514.degrees latitude (g = 980.6199 gals.).
 ED3514
 ED3514.The modeled gravity was interpolated from observed gravity values.
 ED3514
 ED3514;                    North         East    Units  Estimated Accuracy
 ED3514;SPC SC       -   343,890.      437,690.      MT  (+/- 180 meters Scaled)
 ED3514
 ED3514                          SUPERSEDED SURVEY CONTROL
 ED3514
 ED3514  NGVD 29 (12/12/91)  279.888  (m)          918.27   (f) ADJUSTED    1 2
 ED3514
 ED3514.Superseded values are not recommended for survey control.
 ED3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3514.See file dsdata.txt to determine how the superseded data were derived.
 ED3514
 ED3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU281657(NAD 83)
 ED3514_MARKER: DD = SURVEY DISK
 ED3514_SETTING: 66 = SET IN ROCK OUTCROP
 ED3514_SP_SET: ROCK LEDGE
 ED3514_STAMPING: 39 148 1991
 ED3514_MARK LOGO: SCGS  
 ED3514_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED3514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED3514+STABILITY: POSITION/ELEVATION WELL
 ED3514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3514+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3514
 ED3514  HISTORY     - Date     Condition        Report By
 ED3514  HISTORY     - 1991     MONUMENTED       SCGS
 ED3514
 ED3514                          STATION DESCRIPTION
 ED3514
 ED3514'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3514'STATION IS LOCATED 2.1 MILES (3.4 KM) WEST OF NINE TIMES.
 ED3514'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3514'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3514'THE JUNCTION OF STATE HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6
 ED3514'MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO EAST SOUTHEAST ON
 ED3514'HIGHWAY 133 FOR 1.05 MILES (1.69 KM) TO THE STATION ON THE RIGHT NEAR
 ED3514'A POWER POLE WITH TWO GUY WIRES.  STATION IS A DRILL MARK IN A ROCK
 ED3514'LEDGE AND 2.0 FEET ABOVE THE HIGHWAY, 36.0 FEET WEST SOUTHWEST OF THE
 ED3514'CENTER OF THE HIGHWAY, 22.1 FEET NORTH NORTHWEST OF THE POWER POLE,
 ED3514'37.4 FEET NORTHEAST OF THE GUY WIRE ANCHOR, 16.5 FEET SOUTH SOUTHWEST
 ED3514'OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3516 ***********************************************************************
 ED3516  DESIGNATION -  39 149
 ED3516  PID         -  ED3516
 ED3516  STATE/COUNTY-  SC/PICKENS
 ED3516  USGS QUAD   -  SUNSET (1980)
 ED3516
 ED3516                         *CURRENT SURVEY CONTROL
 ED3516  ___________________________________________________________________
 ED3516* NAD 83(2001)-  34 55 01.36460(N)    082 50 53.29299(W)     ADJUSTED  
 ED3516* NAVD 88     -       305.174  (meters)    1001.23   (feet)  ADJUSTED  
 ED3516  ___________________________________________________________________
 ED3516  X           -     651,870.897 (meters)                     COMP
 ED3516  Y           -  -5,195,187.533 (meters)                     COMP
 ED3516  Z           -   3,630,481.479 (meters)                     COMP
 ED3516  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 ED3516  ELLIP HEIGHT-         274.27  (meters)          (03/27/03) GPS OBS
 ED3516  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED3516  DYNAMIC HT  -         304.858 (meters)    1000.19  (feet)  COMP
 ED3516  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 ED3516
 ED3516  HORZ ORDER  -  FIRST
 ED3516  VERT ORDER  -  FIRST     CLASS II
 ED3516  ELLP ORDER  -  FOURTH    CLASS II
 ED3516
 ED3516.The horizontal coordinates were established by GPS observations
 ED3516.and adjusted by the National Geodetic Survey in March 2003..
 ED3516
 ED3516.The orthometric height was determined by differential leveling
 ED3516.and adjusted by the National Geodetic Survey in August 1993..
 ED3516
 ED3516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3516
 ED3516.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3516
 ED3516.The ellipsoidal height was determined by GPS observations
 ED3516.and is referenced to NAD 83.
 ED3516
 ED3516.The geoid height was determined by GEOID03.
 ED3516
 ED3516.The dynamic height is computed by dividing the NAVD 88
 ED3516.geopotential number by the normal gravity value computed on the
 ED3516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3516.degrees latitude (g = 980.6199 gals.).
 ED3516
 ED3516.The modeled gravity was interpolated from observed gravity values.
 ED3516
 ED3516;                    North         East     Units Scale Factor Converg.
 ED3516;SPC SC       -   343,503.334   440,720.665   MT  1.00003083   -1 01 28.6
 ED3516;SPC SC       - 1,126,979.44  1,445,933.94   iFT  1.00003083   -1 01 28.6
 ED3516;UTM  17      - 3,865,402.652   331,174.246   MT  0.99995129   -1 03 29.2
 ED3516
 ED3516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3516!SPC SC       -   0.99995695  x   1.00003083  =   0.99998778
 ED3516!UTM  17      -   0.99995695  x   0.99995129  =   0.99990824
 ED3516
 ED3516                          SUPERSEDED SURVEY CONTROL
 ED3516
 ED3516  NAD 83(1995)-  34 55 01.36470(N)    082 50 53.29290(W) AD(       ) 1
 ED3516  ELLIP H (12/20/99)  274.26   (m)                       GP(       ) 4 1
 ED3516  NAD 83(1986)-  34 55 01.37228(N)    082 50 53.29311(W) AD(       ) 1
 ED3516  NGVD 29 (12/12/91)  305.228  (m)         1001.40   (f) ADJUSTED    1 2
 ED3516
 ED3516.Superseded values are not recommended for survey control.
 ED3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3516.See file dsdata.txt to determine how the superseded data were derived.
 ED3516
 ED3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3117465403(NAD 83)
 ED3516_MARKER: DD = SURVEY DISK
 ED3516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3516_SP_SET: CONCRETE POST
 ED3516_STAMPING: 39 149 1991
 ED3516_MARK LOGO: SCGS  
 ED3516_PROJECTION: FLUSH
 ED3516_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3516+STABILITY: SURFACE MOTION
 ED3516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3516+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1992
 ED3516
 ED3516  HISTORY     - Date     Condition        Report By
 ED3516  HISTORY     - 1991     MONUMENTED       SCGS
 ED3516  HISTORY     - 19910815 GOOD             SCGS
 ED3516  HISTORY     - 19910815 GOOD             SCGS
 ED3516  HISTORY     - 19920109 GOOD
 ED3516
 ED3516                          STATION DESCRIPTION
 ED3516
 ED3516'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3516'STATION IS LOCATED 0.25 MILE (0.40 KM) WEST NORTHWEST OF NINE TIMES.
 ED3516'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3516'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3516'THE JUNCTION OF STATE HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6
 ED3516'MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO EAST SOUTHEAST ON
 ED3516'HIGHWAY 133 FOR 3.0 MILES (4.8 KM) TO A REVERSE FORK RIGHT (PINE
 ED3516'GROVE CHURCH ROAD), A HORSESHOE DRIVEWAY LEADING TO A BRICK HOUSE AND
 ED3516'THE STATION NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF THE ROAD AND
 ED3516'DRIVEWAY.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0
 ED3516'FEET BELOW THE HIGHWAY, 24.1 FEET SOUTH SOUTHWEST OF THE CENTER OF
 ED3516'THE HIGHWAY, 58.2 FEET EAST OF THE EAST END OF AN 18-INCH CONCRETE
 ED3516'PIPE CULVERT UNDER THE DRIVEWAY, 5.3 FEET NORTH NORTHEAST OF THE
 ED3516'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 81.0 FEET EAST
 ED3516'SOUTHEAST OF THE CENTER OF THE ROAD (APRON OF ROAD), 71.5 FEET EAST
 ED3516'OF THE CENTER OF THE DRIVEWAY, 4.5 FEET NORTH NORTHEAST OF A WITNESS
 ED3516'POST.  DESCRIBED BY C.E. GEOGHEGAN
 ED3516
 ED3516                          STATION RECOVERY (1991)
 ED3516
 ED3516'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3516'RECOVERED IN GOOD CONDITION.
 ED3516
 ED3516                          STATION RECOVERY (1991)
 ED3516
 ED3516'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3516'RECOVERED AS DESCRIBED IN L253071.
 ED3516
 ED3516                          STATION RECOVERY (1992)
 ED3516
 ED3516'RECOVERED 1992
 ED3516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3517 ***********************************************************************
 ED3517  DESIGNATION -  39 150
 ED3517  PID         -  ED3517
 ED3517  STATE/COUNTY-  SC/PICKENS
 ED3517  USGS QUAD   -  SUNSET (1980)
 ED3517
 ED3517                         *CURRENT SURVEY CONTROL
 ED3517  ___________________________________________________________________
 ED3517* NAD 83(1986)-  34 54 53.     (N)    082 50 38.     (W)     SCALED    
 ED3517* NAVD 88     -       303.623  (meters)     996.14   (feet)  ADJUSTED  
 ED3517  ___________________________________________________________________
 ED3517  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED3517  DYNAMIC HT  -         303.309 (meters)     995.11  (feet)  COMP
 ED3517  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 ED3517
 ED3517  VERT ORDER  -  FIRST     CLASS II
 ED3517
 ED3517.The horizontal coordinates were scaled from a topographic map and have
 ED3517.an estimated accuracy of +/- 6 seconds.
 ED3517
 ED3517.The orthometric height was determined by differential leveling
 ED3517.and adjusted by the National Geodetic Survey in August 1993..
 ED3517
 ED3517.The geoid height was determined by GEOID03.
 ED3517
 ED3517.The dynamic height is computed by dividing the NAVD 88
 ED3517.geopotential number by the normal gravity value computed on the
 ED3517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3517.degrees latitude (g = 980.6199 gals.).
 ED3517
 ED3517.The modeled gravity was interpolated from observed gravity values.
 ED3517
 ED3517;                    North         East    Units  Estimated Accuracy
 ED3517;SPC SC       -   343,240.      441,100.      MT  (+/- 180 meters Scaled)
 ED3517
 ED3517                          SUPERSEDED SURVEY CONTROL
 ED3517
 ED3517  NGVD 29 (12/12/91)  303.678  (m)          996.32   (f) ADJUSTED    1 2
 ED3517
 ED3517.Superseded values are not recommended for survey control.
 ED3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3517.See file dsdata.txt to determine how the superseded data were derived.
 ED3517
 ED3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU315651(NAD 83)
 ED3517_MARKER: DD = SURVEY DISK
 ED3517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3517_SP_SET: CONCRETE POST
 ED3517_STAMPING: 39 150 1991
 ED3517_MARK LOGO: SCGS  
 ED3517_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3517+STABILITY: SURFACE MOTION
 ED3517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3517+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3517
 ED3517  HISTORY     - Date     Condition        Report By
 ED3517  HISTORY     - 1991     MONUMENTED       SCGS
 ED3517
 ED3517                          STATION DESCRIPTION
 ED3517
 ED3517'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3517'STATION IS LOCATED IN NINE TIMES.  OWNERSHIP--SHADY GROVE BAPTIST
 ED3517'CHURCH, SHADY GROVE ROAD, SUNSET, SC 29685, PHONE 803-868-2405.  TO
 ED3517'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 133
 ED3517'(CROWE CREEK ROAD), 2.6 MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES,
 ED3517'GO EAST SOUTHEAST ON HIGHWAY 133 FOR 3.3 MILES (5.3 KM) TO THE
 ED3517'JUNCTION OF STATE ROAD 32 (SHADY GROVE ROAD) AND THE STATION IN THE
 ED3517'EAST ANGLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0
 ED3517'FEET ABOVE THE HIGHWAY, 58.8 FEET EAST NORTHEAST OF THE CENTER OF THE
 ED3517'HIGHWAY, 59.4 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 177.6 FEET
 ED3517'WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHADY GROVE BAPTIST
 ED3517'CHURCH, 15.8 FEET EAST NORTHEAST OF A POWER POLE WITH A SECURITY
 ED3517'LIGHT, TRANSFORMER AND GUY WIRE, 41.7 FEET NORTHEAST OF A POWER POLE
 ED3517'WITH THREE GUY WIRES, 3.0 FEET SOUTH SOUTHEAST OF THE SOUTH SIDE OF A
 ED3517'SHORT CONCRETE WALL SEPARATING THE PARKING AREA AND THE CEMETARY,
 ED3517'179.0 FEET SOUTHWEST OF BENCH MARK TT S 6E RESET, 42.1 FEET NORTHEAST
 ED3517'OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3519 ***********************************************************************
 ED3519  DESIGNATION -  39 151
 ED3519  PID         -  ED3519
 ED3519  STATE/COUNTY-  SC/PICKENS
 ED3519  USGS QUAD   -  SUNSET (1980)
 ED3519
 ED3519                         *CURRENT SURVEY CONTROL
 ED3519  ___________________________________________________________________
 ED3519* NAD 83(1986)-  34 54 06.     (N)    082 50 20.     (W)     SCALED    
 ED3519* NAVD 88     -       246.797  (meters)     809.70   (feet)  ADJUSTED  
 ED3519  ___________________________________________________________________
 ED3519  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 ED3519  DYNAMIC HT  -         246.541 (meters)     808.86  (feet)  COMP
 ED3519  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 ED3519
 ED3519  VERT ORDER  -  FIRST     CLASS II
 ED3519
 ED3519.The horizontal coordinates were scaled from a topographic map and have
 ED3519.an estimated accuracy of +/- 6 seconds.
 ED3519
 ED3519.The orthometric height was determined by differential leveling
 ED3519.and adjusted by the National Geodetic Survey in August 1993..
 ED3519
 ED3519.The geoid height was determined by GEOID03.
 ED3519
 ED3519.The dynamic height is computed by dividing the NAVD 88
 ED3519.geopotential number by the normal gravity value computed on the
 ED3519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3519.degrees latitude (g = 980.6199 gals.).
 ED3519
 ED3519.The modeled gravity was interpolated from observed gravity values.
 ED3519
 ED3519;                    North         East    Units  Estimated Accuracy
 ED3519;SPC SC       -   341,780.      441,540.      MT  (+/- 180 meters Scaled)
 ED3519
 ED3519                          SUPERSEDED SURVEY CONTROL
 ED3519
 ED3519  NGVD 29 (12/12/91)  246.851  (m)          809.88   (f) ADJUSTED    1 2
 ED3519
 ED3519.Superseded values are not recommended for survey control.
 ED3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3519.See file dsdata.txt to determine how the superseded data were derived.
 ED3519
 ED3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU319636(NAD 83)
 ED3519_MARKER: DD = SURVEY DISK
 ED3519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3519_SP_SET: CONCRETE POST
 ED3519_STAMPING: 39 151 1991
 ED3519_MARK LOGO: SCGS  
 ED3519_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3519+STABILITY: SURFACE MOTION
 ED3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3519+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 ED3519
 ED3519  HISTORY     - Date     Condition        Report By
 ED3519  HISTORY     - 1991     MONUMENTED       SCGS
 ED3519  HISTORY     - 20050226 GOOD             ESP
 ED3519
 ED3519                          STATION DESCRIPTION
 ED3519
 ED3519'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3519'STATION IS LOCATED 0.95 MILE (1.53 KM) SOUTH SOUTHEAST OF NINE TIMES.
 ED3519'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3519'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3519'THE JUNCTION OF STATE HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6
 ED3519'MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO EAST SOUTHEAST ON
 ED3519'HIGHWAY 133 FOR 4.25 MILES (6.84 KM) TO THE JUNCTION OF STATE ROAD
 ED3519'172 (NEWTON ROAD), CONTINUE ON HIGHWAY 133 FOR 0.05 MILE (0.08 KM) TO
 ED3519'THE STATION ON THE LEFT BEHIND A METAL GUARDRAIL.  STATION IS A
 ED3519'CONCRETE POST PROJECTING 2-INCHES AND LEVEL WITH THE HIGHWAY, 20.7
 ED3519'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 40.0 FEET NORTHWEST OF A
 ED3519'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 65.3 FEET NORTHWEST
 ED3519'OF THE NORTH CORNER OF THE NORTHEAST CURBING OF A BRIDGE, 3.0 FEET
 ED3519'NORTHEAST OF THE BACK SIDE OF THE NORTHEAST GUARDRAIL, 3.7 FEET NORTH
 ED3519'OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
 ED3519
 ED3519                          STATION RECOVERY (2005)
 ED3519
 ED3519'RECOVERY NOTE BY ENG SURV + PLANNING 2005 (BRM)
 ED3519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3520 ***********************************************************************
 ED3520  DESIGNATION -  39 152
 ED3520  PID         -  ED3520
 ED3520  STATE/COUNTY-  SC/PICKENS
 ED3520  USGS QUAD   -  SUNSET (1980)
 ED3520
 ED3520                         *CURRENT SURVEY CONTROL
 ED3520  ___________________________________________________________________
 ED3520* NAD 83(1986)-  34 53 26.     (N)    082 50 10.     (W)     SCALED    
 ED3520* NAVD 88     -       293.380  (meters)     962.53   (feet)  ADJUSTED  
 ED3520  ___________________________________________________________________
 ED3520  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 ED3520  DYNAMIC HT  -         293.076 (meters)     961.53  (feet)  COMP
 ED3520  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 ED3520
 ED3520  VERT ORDER  -  FIRST     CLASS II
 ED3520
 ED3520.The horizontal coordinates were scaled from a topographic map and have
 ED3520.an estimated accuracy of +/- 6 seconds.
 ED3520
 ED3520.The orthometric height was determined by differential leveling
 ED3520.and adjusted by the National Geodetic Survey in August 1993..
 ED3520
 ED3520.The geoid height was determined by GEOID03.
 ED3520
 ED3520.The dynamic height is computed by dividing the NAVD 88
 ED3520.geopotential number by the normal gravity value computed on the
 ED3520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3520.degrees latitude (g = 980.6199 gals.).
 ED3520
 ED3520.The modeled gravity was interpolated from observed gravity values.
 ED3520
 ED3520;                    North         East    Units  Estimated Accuracy
 ED3520;SPC SC       -   340,550.      441,770.      MT  (+/- 180 meters Scaled)
 ED3520
 ED3520                          SUPERSEDED SURVEY CONTROL
 ED3520
 ED3520  NGVD 29 (12/12/91)  293.435  (m)          962.71   (f) ADJUSTED    1 2
 ED3520
 ED3520.Superseded values are not recommended for survey control.
 ED3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3520.See file dsdata.txt to determine how the superseded data were derived.
 ED3520
 ED3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU322624(NAD 83)
 ED3520_MARKER: DD = SURVEY DISK
 ED3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3520_SP_SET: CONCRETE POST
 ED3520_STAMPING: 39 152 1991
 ED3520_MARK LOGO: SCGS  
 ED3520_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3520+STABILITY: SURFACE MOTION
 ED3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3520+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3520
 ED3520  HISTORY     - Date     Condition        Report By
 ED3520  HISTORY     - 1991     MONUMENTED       SCGS
 ED3520
 ED3520                          STATION DESCRIPTION
 ED3520
 ED3520'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3520'STATION IS LOCATED 1.75 MILES (2.82 KM) SOUTH SOUTHEAST OF NINE
 ED3520'TIMES.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED3520'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 ED3520'FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 133 (CROWE CREEK ROAD),
 ED3520'2.6 MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO EAST SOUTHEAST ON
 ED3520'HIGHWAY 133 FOR 4.25 MILES (6.84 KM) TO THE JUNCTION OF STATE ROAD
 ED3520'172 (NEWTON ROAD), CONTINUE ON HIGHWAY 133 FOR 0.85 MILE (1.37 KM) TO
 ED3520'A ROAD LEFT (LITTLE CROWE CREEK ROAD) AND THE STATION NEAR A POWER
 ED3520'POLE WITH A SCGS REFERENCE WASHER ATTACHED IN THE SOUTHEAST ANGLE.
 ED3520'STATION IS A CONCRETE POST PROJECTING 1-INCH AND 2.0 FEET ABOVE THE
 ED3520'HIGHWAY, 38.9 FEET EAST OF THE CENTER OF THE HIGHWAY, 47.7 FEET SOUTH
 ED3520'OF THE CENTER OF THE ROAD, 3.9 FEET NORTH OF THE POWER POLE, 28.5
 ED3520'FEET SOUTH OF THE ROAD NAMES SIGN POST, 26.1 FEET NORTHWEST OF A
 ED3520'9-INCH OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 3.4 FEET
 ED3520'SOUTHWEST OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3521 ***********************************************************************
 ED3521  DESIGNATION -  39 153
 ED3521  PID         -  ED3521
 ED3521  STATE/COUNTY-  SC/PICKENS
 ED3521  USGS QUAD   -  SUNSET (1980)
 ED3521
 ED3521                         *CURRENT SURVEY CONTROL
 ED3521  ___________________________________________________________________
 ED3521* NAD 83(1986)-  34 52 54.     (N)    082 50 42.     (W)     SCALED    
 ED3521* NAVD 88     -       255.066  (meters)     836.83   (feet)  ADJUSTED  
 ED3521  ___________________________________________________________________
 ED3521  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED3521  DYNAMIC HT  -         254.801 (meters)     835.96  (feet)  COMP
 ED3521  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 ED3521
 ED3521  VERT ORDER  -  FIRST     CLASS II
 ED3521
 ED3521.The horizontal coordinates were scaled from a topographic map and have
 ED3521.an estimated accuracy of +/- 6 seconds.
 ED3521
 ED3521.The orthometric height was determined by differential leveling
 ED3521.and adjusted by the National Geodetic Survey in August 1993..
 ED3521
 ED3521.The geoid height was determined by GEOID03.
 ED3521
 ED3521.The dynamic height is computed by dividing the NAVD 88
 ED3521.geopotential number by the normal gravity value computed on the
 ED3521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3521.degrees latitude (g = 980.6199 gals.).
 ED3521
 ED3521.The modeled gravity was interpolated from observed gravity values.
 ED3521
 ED3521;                    North         East    Units  Estimated Accuracy
 ED3521;SPC SC       -   339,570.      440,940.      MT  (+/- 180 meters Scaled)
 ED3521
 ED3521                          SUPERSEDED SURVEY CONTROL
 ED3521
 ED3521  NGVD 29 (12/12/91)  255.121  (m)          837.01   (f) ADJUSTED    1 2
 ED3521
 ED3521.Superseded values are not recommended for survey control.
 ED3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3521.See file dsdata.txt to determine how the superseded data were derived.
 ED3521
 ED3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU313614(NAD 83)
 ED3521_MARKER: DD = SURVEY DISK
 ED3521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3521_SP_SET: CONCRETE POST
 ED3521_STAMPING: 39 153 1991
 ED3521_MARK LOGO: SCGS  
 ED3521_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3521+STABILITY: SURFACE MOTION
 ED3521
 ED3521  HISTORY     - Date     Condition        Report By
 ED3521  HISTORY     - 1991     MONUMENTED       SCGS
 ED3521
 ED3521                          STATION DESCRIPTION
 ED3521
 ED3521'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3521'STATION IS LOCATED 2.3 MILES (3.7 KM) SOUTH OF NINE TIMES.
 ED3521'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3521'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3521'THE JUNCTION OF STATE HIGHWAYS 133 (CROWE CREEK ROAD) AND 183
 ED3521'(WALHALLA HIGHWAY), 2.0 MILES (3.2 KM) NORTHWEST OF SIX MILE, GO
 ED3521'NORTH ON HIGHWAY 133 FOR 1.9 MILES (3.1 KM) TO THE JUNCTION OF STATE
 ED3521'ROAD 327 (KEOWEE CHURCH ROAD), CONTINUE ON HIGHWAY 133 FOR 1.8 MILES
 ED3521'(2.9 KM) TO THE STATION ON THE LEFT NEAR THE MIDDLE ONE OF THREE
 ED3521'PLANTERS, 1.65 MILES (2.66 KM) SOUTHEAST OF THE JUNCTION OF STATE
 ED3521'ROAD 172 (NEWTON ROAD).  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3521'GROUND AND LEVEL WITH THE HIGHWAY, 26.0 FEET NORTHWEST OF THE CENTER
 ED3521'OF THE HIGHWAY, 3.3 FEET SOUTHEAST OF THE FRONT PLANTER (MADE OF
 ED3521'LANDSCAPE TIMBERS), 77.0 FEET SOUTHWEST OF A POWER POLE WITH A
 ED3521'TRANSFORMER AND TWO GUY WIRES, 76.6 FEET NORTHEAST OF A POWER POLE
 ED3521'WITH TWO GUY WIRES, 81.2 FEET NORTHEAST OF THE NORTHEAST END OF AN
 ED3521'18-INCH CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO A
 ED3521'CEDAR-SIDED HOUSE, 178.7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 ED3521'HOUSE, 76.6 FEET NORTHEAST OF A WITNESS POST.  NOTE-MARGINAL GPS
 ED3521'STATION.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3522 ***********************************************************************
 ED3522  DESIGNATION -  39 154
 ED3522  PID         -  ED3522
 ED3522  STATE/COUNTY-  SC/PICKENS
 ED3522  USGS QUAD   -  SIX MILE (1980)
 ED3522
 ED3522                         *CURRENT SURVEY CONTROL
 ED3522  ___________________________________________________________________
 ED3522* NAD 83(2001)-  34 52 08.53524(N)    082 50 47.50655(W)     ADJUSTED  
 ED3522* NAVD 88     -       296.015  (meters)     971.18   (feet)  ADJUSTED  
 ED3522  ___________________________________________________________________
 ED3522  X           -     652,395.111 (meters)                     COMP
 ED3522  Y           -  -5,198,184.839 (meters)                     COMP
 ED3522  Z           -   3,626,107.549 (meters)                     COMP
 ED3522  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ED3522  ELLIP HEIGHT-         265.04  (meters)          (03/27/03) GPS OBS
 ED3522  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED3522  DYNAMIC HT  -         295.708 (meters)     970.17  (feet)  COMP
 ED3522  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 ED3522
 ED3522  HORZ ORDER  -  FIRST
 ED3522  VERT ORDER  -  FIRST     CLASS II
 ED3522  ELLP ORDER  -  FOURTH    CLASS II
 ED3522
 ED3522.The horizontal coordinates were established by GPS observations
 ED3522.and adjusted by the National Geodetic Survey in March 2003..
 ED3522
 ED3522.The orthometric height was determined by differential leveling
 ED3522.and adjusted by the National Geodetic Survey in August 1993..
 ED3522
 ED3522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3522
 ED3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3522
 ED3522.The ellipsoidal height was determined by GPS observations
 ED3522.and is referenced to NAD 83.
 ED3522
 ED3522.The geoid height was determined by GEOID03.
 ED3522
 ED3522.The dynamic height is computed by dividing the NAVD 88
 ED3522.geopotential number by the normal gravity value computed on the
 ED3522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3522.degrees latitude (g = 980.6199 gals.).
 ED3522
 ED3522.The modeled gravity was interpolated from observed gravity values.
 ED3522
 ED3522;                    North         East     Units Scale Factor Converg.
 ED3522;SPC SC       -   338,175.484   440,772.369   MT  1.00001289   -1 01 25.4
 ED3522;SPC SC       - 1,109,499.62  1,446,103.57   iFT  1.00001289   -1 01 25.4
 ED3522;UTM  17      - 3,860,075.150   331,222.891   MT  0.99995109   -1 03 21.3
 ED3522
 ED3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3522!SPC SC       -   0.99995840  x   1.00001289  =   0.99997129
 ED3522!UTM  17      -   0.99995840  x   0.99995109  =   0.99990949
 ED3522
 ED3522                          SUPERSEDED SURVEY CONTROL
 ED3522
 ED3522  NAD 83(1995)-  34 52 08.53514(N)    082 50 47.50657(W) AD(       ) 1
 ED3522  ELLIP H (12/20/99)  265.03   (m)                       GP(       ) 4 1
 ED3522  NAD 83(1986)-  34 52 08.54298(N)    082 50 47.50663(W) AD(       ) 1
 ED3522  NGVD 29 (12/12/91)  296.071  (m)          971.36   (f) ADJUSTED    1 2
 ED3522
 ED3522.Superseded values are not recommended for survey control.
 ED3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3522.See file dsdata.txt to determine how the superseded data were derived.
 ED3522
 ED3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3122360075(NAD 83)
 ED3522_MARKER: DD = SURVEY DISK
 ED3522_SETTING: 66 = SET IN ROCK OUTCROP
 ED3522_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ED3522_STAMPING: 39 154 1991
 ED3522_MARK LOGO: SCGS  
 ED3522_PROJECTION: FLUSH
 ED3522_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED3522+STABILITY: POSITION/ELEVATION WELL
 ED3522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3522+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 ED3522
 ED3522  HISTORY     - Date     Condition        Report By
 ED3522  HISTORY     - 1991     MONUMENTED       SCGS
 ED3522  HISTORY     - 19910815 GOOD             SCGS
 ED3522  HISTORY     - 19910815 GOOD             SCGS
 ED3522  HISTORY     - 19920122 GOOD
 ED3522
 ED3522                          STATION DESCRIPTION
 ED3522
 ED3522'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3522'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTH OF NINE TIMES, 4.5 MILES
 ED3522'(7.2 KM) NORTH NORTHWEST OF SIX MILE.  OWNERSHIP--MILE CREEK BAPTIST
 ED3522'CHURCH, 104 LAKEVIEW DRIVE, SIX MILE, SC 29682, PHONE 803-868-4612.
 ED3522'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 133 (CROWE
 ED3522'CREEK ROAD) AND 183 (WALHALLA HIGHWAY), 2.0 MILES (3.2 KM) NORTHWEST
 ED3522'OF SIX MILE, GO NORTH ON HIGHWAY 133 FOR 1.9 MILES (3.1 KM) TO THE
 ED3522'JUNCTION OF STATE ROAD 327 (KEOWEE CHURCH ROAD), CONTINUE ON HIGHWAY
 ED3522'133 FOR 0.9 MILE (1.4 KM) TO A CROSSROAD (MILE CREEK ROAD), TURN LEFT
 ED3522'ON MILE CREEK ROAD FOR 0.05 MILE (0.08 KM) TO A DRIVEWAY RIGHT
 ED3522'LEADING TO THE MILE CREEK BAPTIST CHURCH AND THE STATION IN THE WEST
 ED3522'ANGLE, A DRILL HOLE IN ROCK OUTCROP AND 3.5 FEET ABOVE THE ROAD, 35.5
 ED3522'FEET NORTH OF THE CENTER OF THE ROAD, 39.5 FEET SOUTHWEST OF THE
 ED3522'CENTER OF THE DRIVEWAY, 77.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ED3522'OF THE MAIN PART OF THE CHURCH BUILDING, 35.8 FEET SOUTHEAST OF A
 ED3522'SECURITY LIGHT POLE NUMBER 724, 103.4 FEET SOUTHWEST OF THE SOUTHWEST
 ED3522'CORNER OF THE BRICK PARSONAGE, 35.3 FEET SOUTHEAST OF A WITNESS POST.
 ED3522'DESCRIBED BY C.E. GEOGHEGAN
 ED3522
 ED3522                          STATION RECOVERY (1991)
 ED3522
 ED3522'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3522'RECOVERED IN GOOD CONDITION.
 ED3522
 ED3522                          STATION RECOVERY (1991)
 ED3522
 ED3522'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 ED3522'RECOVERED AS DESCRIBED IN L253071.
 ED3522
 ED3522                          STATION RECOVERY (1992)
 ED3522
 ED3522'RECOVERED 1992
 ED3522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3523 ***********************************************************************
 ED3523  DESIGNATION -  39 155
 ED3523  PID         -  ED3523
 ED3523  STATE/COUNTY-  SC/PICKENS
 ED3523  USGS QUAD   -  SIX MILE (1980)
 ED3523
 ED3523                         *CURRENT SURVEY CONTROL
 ED3523  ___________________________________________________________________
 ED3523* NAD 83(1986)-  34 51 32.     (N)    082 51 05.     (W)     SCALED    
 ED3523* NAVD 88     -       268.381  (meters)     880.51   (feet)  ADJUSTED  
 ED3523  ___________________________________________________________________
 ED3523  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED3523  DYNAMIC HT  -         268.103 (meters)     879.60  (feet)  COMP
 ED3523  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 ED3523
 ED3523  VERT ORDER  -  FIRST     CLASS II
 ED3523
 ED3523.The horizontal coordinates were scaled from a topographic map and have
 ED3523.an estimated accuracy of +/- 6 seconds.
 ED3523
 ED3523.The orthometric height was determined by differential leveling
 ED3523.and adjusted by the National Geodetic Survey in August 1993..
 ED3523
 ED3523.The geoid height was determined by GEOID03.
 ED3523
 ED3523.The dynamic height is computed by dividing the NAVD 88
 ED3523.geopotential number by the normal gravity value computed on the
 ED3523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3523.degrees latitude (g = 980.6199 gals.).
 ED3523
 ED3523.The modeled gravity was interpolated from observed gravity values.
 ED3523
 ED3523;                    North         East    Units  Estimated Accuracy
 ED3523;SPC SC       -   337,060.      440,310.      MT  (+/- 180 meters Scaled)
 ED3523
 ED3523                          SUPERSEDED SURVEY CONTROL
 ED3523
 ED3523  NGVD 29 (12/12/91)  268.438  (m)          880.70   (f) ADJUSTED    1 2
 ED3523
 ED3523.Superseded values are not recommended for survey control.
 ED3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3523.See file dsdata.txt to determine how the superseded data were derived.
 ED3523
 ED3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU307589(NAD 83)
 ED3523_MARKER: DD = SURVEY DISK
 ED3523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3523_SP_SET: CONCRETE POST
 ED3523_STAMPING: 39 155 1991
 ED3523_MARK LOGO: SCGS  
 ED3523_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3523+STABILITY: SURFACE MOTION
 ED3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3523+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ED3523
 ED3523  HISTORY     - Date     Condition        Report By
 ED3523  HISTORY     - 1991     MONUMENTED       SCGS
 ED3523
 ED3523                          STATION DESCRIPTION
 ED3523
 ED3523'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3523'STATION IS LOCATED 3.9 MILES (6.3 KM) SOUTH OF NINE TIMES, 3.95 MILES
 ED3523'(6.36 KM) NORTH NORTHWEST OF SIX MILE.  OWNERSHIP--SCDHPT, DIRECTOR
 ED3523'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3523'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3523'HIGHWAYS 133 (CROWE CREEK ROAD) AND 183 (WALHALLA HIGHWAY), 2.0 MILES
 ED3523'(3.2 KM) NORTHWEST OF SIX MILE, GO NORTH ON HIGHWAY 133 FOR 1.9 MILES
 ED3523'(3.1 KM) TO THE JUNCTION OF STATE ROAD 327 (KEOWEE CHURCH ROAD),
 ED3523'CONTINUE ON HIGHWAY 133 FOR 0.1 MILE (0.2 KM) TO A REVERSE FORK LEFT
 ED3523'(PAVED DRIVE) AND THE STATION IN THE NORTHWEST ANGLE.  STATION IS A
 ED3523'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 33.7
 ED3523'FEET WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 8.8 FEET SOUTHWEST
 ED3523'OF THE NORTHEAST END OF AN 18-INCH CONCRETE PIPE CULVERT UNDER THE
 ED3523'DRIVE, 2.7 FEET NORTH NORTHEAST OF THE CENTER OF A WATER METER BOX
 ED3523'COVER, 70.6 FEET SOUTH SOUTHWEST OF THE SOUTHWEST END OF AN 18-INCH
 ED3523'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY LEADING TO A DOUBLE-WIDE
 ED3523'MOBILE HOME, 35.0 FEET NORTH NORTHEAST OF THE CENTER OF THE DRIVE,
 ED3523'149.8 FEET SOUTHEAST OF A SECURITY LIGHT POLE, 149.0 FEET SOUTH
 ED3523'SOUTHWEST OF A WITNESS POST.  DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3524 ***********************************************************************
 ED3524  DESIGNATION -  39 156
 ED3524  PID         -  ED3524
 ED3524  STATE/COUNTY-  SC/PICKENS
 ED3524  USGS QUAD   -  SIX MILE (1980)
 ED3524
 ED3524                         *CURRENT SURVEY CONTROL
 ED3524  ___________________________________________________________________
 ED3524* NAD 83(1986)-  34 50 46.     (N)    082 50 37.     (W)     SCALED    
 ED3524* NAVD 88     -       280.574  (meters)     920.52   (feet)  ADJUSTED  
 ED3524  ___________________________________________________________________
 ED3524  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 ED3524  DYNAMIC HT  -         280.282 (meters)     919.56  (feet)  COMP
 ED3524  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 ED3524
 ED3524  VERT ORDER  -  FIRST     CLASS II
 ED3524
 ED3524.The horizontal coordinates were scaled from a topographic map and have
 ED3524.an estimated accuracy of +/- 6 seconds.
 ED3524
 ED3524.The orthometric height was determined by differential leveling
 ED3524.and adjusted by the National Geodetic Survey in August 1993..
 ED3524
 ED3524.The geoid height was determined by GEOID03.
 ED3524
 ED3524.The dynamic height is computed by dividing the NAVD 88
 ED3524.geopotential number by the normal gravity value computed on the
 ED3524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3524.degrees latitude (g = 980.6199 gals.).
 ED3524
 ED3524.The modeled gravity was interpolated from observed gravity values.
 ED3524
 ED3524;                    North         East    Units  Estimated Accuracy
 ED3524;SPC SC       -   335,630.      440,990.      MT  (+/- 180 meters Scaled)
 ED3524
 ED3524                          SUPERSEDED SURVEY CONTROL
 ED3524
 ED3524  NGVD 29 (12/12/91)  280.630  (m)          920.70   (f) ADJUSTED    1 2
 ED3524
 ED3524.Superseded values are not recommended for survey control.
 ED3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3524.See file dsdata.txt to determine how the superseded data were derived.
 ED3524
 ED3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU314575(NAD 83)
 ED3524_MARKER: DD = SURVEY DISK
 ED3524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3524_SP_SET: CONCRETE POST
 ED3524_STAMPING: 39 156 1991
 ED3524_MARK LOGO: SCGS  
 ED3524_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3524+STABILITY: SURFACE MOTION
 ED3524
 ED3524  HISTORY     - Date     Condition        Report By
 ED3524  HISTORY     - 1991     MONUMENTED       SCGS
 ED3524
 ED3524                          STATION DESCRIPTION
 ED3524
 ED3524'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3524'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH NORTHWEST OF SIX MILE.
 ED3524'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3524'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 ED3524'THE JUNCTION OF STATE HIGHWAYS 133 (CROWE CREEK ROAD) AND 183
 ED3524'(WALHALLA HIGHWAY), 2.0 MILES (3.2 KM) NORTHWEST OF SIX MILE, GO
 ED3524'NORTH ON HIGHWAY 133 FOR 1.05 MILES (1.69 KM) TO THE STATION ON THE
 ED3524'LEFT IN FRONT OF A VINYL-SIDED HOUSE.  STATION IS A CONCRETE POST
 ED3524'FLUSH WITH THE GROUND AND 4.0 FEET ABOVE THE HIGHWAY, 33.5 FEET WEST
 ED3524'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 83.7 FEET NORTH NORTHWEST OF
 ED3524'THE NORTH END OF AN 18-INCH METAL PIPE CULVERT BENEATH THE TWO
 ED3524'DRIVEWAYS (A PAVED AND A GRAVEL), 113.0 FEET SOUTH SOUTHEAST OF A
 ED3524'POWER POLE WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED,
 ED3524'110.8 FEET NORTHEAST OF THE EAST CORNER OF THE VINYL-SIDED HOUSE,
 ED3524'36.7 FEET SOUTH OF A WITNESS POST.  NOTE-MARGINAL GPS STATION.
 ED3524'DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9488 ***********************************************************************
 DH9488  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9488  DESIGNATION -  3989
 DH9488  PID         -  DH9488
 DH9488  STATE/COUNTY-  SC/COLLETON
 DH9488  USGS QUAD   -  BLACK CREEK (1988)
 DH9488
 DH9488                         *CURRENT SURVEY CONTROL
 DH9488  ___________________________________________________________________
 DH9488* NAD 83(2001)-  32 52 30.68987(N)    080 45 25.58432(W)     ADJUSTED  
 DH9488* NAVD 88     -        28.09   (meters)      92.2    (feet)  GPS OBS   
 DH9488  ___________________________________________________________________
 DH9488  X           -     861,244.858 (meters)                     COMP
 DH9488  Y           -  -5,292,379.304 (meters)                     COMP
 DH9488  Z           -   3,442,339.931 (meters)                     COMP
 DH9488  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DH9488  ELLIP HEIGHT-          -3.52  (meters)          (05/04/06) GPS OBS
 DH9488  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DH9488
 DH9488  HORZ ORDER  -  FIRST
 DH9488  ELLP ORDER  -  FOURTH    CLASS II
 DH9488
 DH9488.The horizontal coordinates were established by GPS observations
 DH9488.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9488
 DH9488.The orthometric height was determined by GPS observations and a
 DH9488.high-resolution geoid model using precise GPS observation and
 DH9488.processing techniques.
 DH9488
 DH9488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9488
 DH9488.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9488
 DH9488.The ellipsoidal height was determined by GPS observations
 DH9488.and is referenced to NAD 83.
 DH9488
 DH9488.The geoid height was determined by GEOID03.
 DH9488
 DH9488;                    North         East     Units Scale Factor Converg.
 DH9488;SPC SC       -   115,569.402   632,328.515   MT  0.99988896   +0 08 04.8
 DH9488;SPC SC       -   379,164.70  2,074,568.62   iFT  0.99988896   +0 08 04.8
 DH9488;UTM  17      - 3,637,476.958   522,721.995   MT  0.99960637   +0 07 54.6
 DH9488
 DH9488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9488!SPC SC       -   1.00000055  x   0.99988896  =   0.99988951
 DH9488!UTM  17      -   1.00000055  x   0.99960637  =   0.99960692
 DH9488
 DH9488                          SUPERSEDED SURVEY CONTROL
 DH9488
 DH9488.No superseded survey control is available for this station.
 DH9488
 DH9488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS2272237477(NAD 83)
 DH9488_MARKER: DD = SURVEY DISK
 DH9488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9488_STAMPING: 3989 2005
 DH9488_MARK LOGO: SCGS  
 DH9488_PROJECTION: FLUSH
 DH9488_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9488+STABILITY: SURFACE MOTION
 DH9488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9488+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DH9488
 DH9488  HISTORY     - Date     Condition        Report By
 DH9488  HISTORY     - 20050810 MONUMENTED       SCGS
 DH9488
 DH9488                          STATION DESCRIPTION
 DH9488
 DH9488'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005
 DH9488'THE STATION IS LOCATED ABOUT 5.6 MI (9.01 KM) WEST-SOUTHWEST OF
 DH9488'WALTERBORO, 12.9 MI (20.76 KM) NORTHWEST OF GREEN POND.
 DH9488'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DH9488'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 DH9488'OVERPASS OF INTERSTATE 95 (EXIT 53) AND STATE HIGHWAY 63 (SNIDERS
 DH9488'HIGHWAY), 3.3 MI (5.31 KM) WEST SOUTHWEST OF WALTERBORO, GO WEST
 DH9488'NORTHWEST ON HIGHWAY 63 FOR 2.4 MI (3.86 KM) TO THE STATION ON THE
 DH9488'LEFT NEAR A TELEPHONE JUNCTION BOX IN THE SOUTHWEST ANGLE OF A SAND
 DH9488'DRIVEWAY LEFT LEADING TO A WOODEN HOUSE NUMBER 3989. STATION IS A
 DH9488'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 41.5
 DH9488'FT (12.6 M) SOUTH OF THE CENTER OF THE HIGHWAY, 3.9 FT (1.2 M) SOUTH
 DH9488'OF THE TELEPHONE JUNCTION BOX B/62, 3.2 FT (1.0 M) SOUTH OF A WOODEN
 DH9488'SUPPORT POST NUMBER 9/24 FOR THE TELEPHONE JUNCTION BOX, 15.9 FT (4.8
 DH9488'M) SOUTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 DH9488'BENEATH THE SAND DRIVEWAY TO THE HOUSE, 101.9 FT (31.1 M) EAST OF THE
 DH9488'NORTHEAST FENCE CORNER POST OF AN OPEN FIELD. NOTE-STATION IS
 DH9488'INTERVISIBLE WITH SURVEY STATION 5 WLC. DESCRIBED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0181 ***********************************************************************
 DD0181  DESIGNATION -  4
 DD0181  PID         -  DD0181
 DD0181  STATE/COUNTY-  SC/HORRY
 DD0181  USGS QUAD   -  ADRIAN (1980)
 DD0181
 DD0181                         *CURRENT SURVEY CONTROL
 DD0181  ___________________________________________________________________
 DD0181* NAD 83(1986)-  33 52 54.     (N)    079 02 53.     (W)     SCALED    
 DD0181* NAVD 88     -         6.57   (+/-2cm)      21.6    (feet)  VERTCON   
 DD0181  ___________________________________________________________________
 DD0181  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 DD0181
 DD0181  VERT ORDER  -  ? (See Below)
 DD0181
 DD0181.The horizontal coordinates were scaled from a topographic map and have
 DD0181.an estimated accuracy of +/- 6 seconds.
 DD0181
 DD0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD0181.The vertical order pertains to the NGVD 29 superseded value.
 DD0181
 DD0181.The geoid height was determined by GEOID03.
 DD0181
 DD0181;                    North         East    Units  Estimated Accuracy
 DD0181;SPC SC       -   228,860.      790,130.      MT  (+/- 180 meters Scaled)
 DD0181
 DD0181                          SUPERSEDED SURVEY CONTROL
 DD0181
 DD0181  NGVD 29 (??/??/92)    6.889  (m)           22.60   (f) ADJ UNCH    ?  
 DD0181
 DD0181.Superseded values are not recommended for survey control.
 DD0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0181.See file dsdata.txt to determine how the superseded data were derived.
 DD0181
 DD0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT805507(NAD 83)
 DD0181_MARKER: DD = SURVEY DISK
 DD0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0181_SP_SET: TREE
 DD0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0181
 DD0181  HISTORY     - Date     Condition        Report By
 DD0181  HISTORY     - UNK      MONUMENTED       SCHD
 DD0181  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0181  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 DD0181
 DD0181                          STATION DESCRIPTION
 DD0181
 DD0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0181'2.8 MI S FROM ALLEN.
 DD0181'2.8 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM ALLEN,
 DD0181'0.4 MILE SOUTH OF EDGEWOOD, 80 FEET SOUTH OF MILEPOST E 68, 99
 DD0181'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 701, 40.8 FEET EAST
 DD0181'OF THE EAST RAIL, AND IN THE WEST ROOT OF A 12-INCH PINE TREE.
 DD0181
 DD0181                          STATION RECOVERY (2004)
 DD0181
 DD0181'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0182 ***********************************************************************
 CJ0182  DESIGNATION -  4
 CJ0182  PID         -  CJ0182
 CJ0182  STATE/COUNTY-  SC/CHARLESTON
 CJ0182  USGS QUAD   -  CHARLESTON (1983)
 CJ0182
 CJ0182                         *CURRENT SURVEY CONTROL
 CJ0182  ___________________________________________________________________
 CJ0182* NAD 83(1986)-  32 50 09.     (N)    079 57 50.     (W)     SCALED    
 CJ0182* NAVD 88     -         3.217  (meters)      10.55   (feet)  ADJUSTED  
 CJ0182  ___________________________________________________________________
 CJ0182  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 CJ0182  DYNAMIC HT  -           3.213 (meters)      10.54  (feet)  COMP
 CJ0182  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 CJ0182
 CJ0182  VERT ORDER  -  FIRST     CLASS I
 CJ0182
 CJ0182.The horizontal coordinates were scaled from a topographic map and have
 CJ0182.an estimated accuracy of +/- 6 seconds.
 CJ0182
 CJ0182.The orthometric height was determined by differential leveling
 CJ0182.and adjusted by the National Geodetic Survey in June 1991..
 CJ0182.WARNING-Repeat measurements at this control monument indicate possible
 CJ0182.vertical movement.
 CJ0182
 CJ0182.The geoid height was determined by GEOID03.
 CJ0182
 CJ0182.The dynamic height is computed by dividing the NAVD 88
 CJ0182.geopotential number by the normal gravity value computed on the
 CJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0182.degrees latitude (g = 980.6199 gals.).
 CJ0182
 CJ0182.The modeled gravity was interpolated from observed gravity values.
 CJ0182
 CJ0182;                    North         East    Units  Estimated Accuracy
 CJ0182;SPC SC       -   111,660.      706,600.      MT  (+/- 180 meters Scaled)
 CJ0182
 CJ0182                          SUPERSEDED SURVEY CONTROL
 CJ0182
 CJ0182  NGVD 29 (03/21/89)    3.515  (m)           11.53   (f) ADJUSTED    1 1
 CJ0182
 CJ0182.Superseded values are not recommended for survey control.
 CJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0182.See file dsdata.txt to determine how the superseded data were derived.
 CJ0182
 CJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS969335(NAD 83)
 CJ0182_MARKER: DJ = TIDAL STATION DISK
 CJ0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CJ0182_SP_SET: CONCRETE BASE
 CJ0182_STAMPING: NO 4 1951
 CJ0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0182
 CJ0182  HISTORY     - Date     Condition        Report By
 CJ0182  HISTORY     - 1951     MONUMENTED       CGS
 CJ0182  HISTORY     - 1952     SEE DESCRIPTION  NGS
 CJ0182  HISTORY     - 1962     GOOD             NGS
 CJ0182  HISTORY     - 19950208 MARK NOT FOUND   USPSQD
 CJ0182
 CJ0182                          STATION DESCRIPTION
 CJ0182
 CJ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0182'3.4 MI NW FROM CHARLESTON.
 CJ0182'ABOUT 3.25 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 CJ0182'FROM THE UNION STATION AT CHARLESTON, THENCE ABOUT 0.3 MILE WEST
 CJ0182'ALONG A ROAD TO VIRGINIA-CAROLINA CHEMICAL COMPANY PLANT, IN THE
 CJ0182'TOP OF THE NORTH CORNER OF THE CONCRETE BASE OF THE NORTHWEST
 CJ0182'LEG OF A LARGE WATER TANK, 64 FEET NORTH OF NORTH RAIL OF A SPUR
 CJ0182'TRACK TO PLANT AND 1 FOOT ABOVE THE GROUND.
 CJ0182
 CJ0182                          STATION RECOVERY (1962)
 CJ0182
 CJ0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0182'RECOVERED IN GOOD CONDITION.
 CJ0182
 CJ0182                          STATION RECOVERY (1995)
 CJ0182
 CJ0182'RECOVERY NOTE BY US POWER SQUADRON 1995
 CJ0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1469 ***********************************************************************
 DE1469  DESIGNATION -  4
 DE1469  PID         -  DE1469
 DE1469  STATE/COUNTY-  SC/BERKELEY
 DE1469  USGS QUAD   -  MONCKS CORNER (1979)
 DE1469
 DE1469                         *CURRENT SURVEY CONTROL
 DE1469  ___________________________________________________________________
 DE1469* NAD 83(1986)-  33 13 34.     (N)    080 05 07.     (W)     SCALED    
 DE1469* NAVD 88     -        20.652  (meters)      67.76   (feet)  ADJUSTED  
 DE1469  ___________________________________________________________________
 DE1469  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DE1469  DYNAMIC HT  -          20.630 (meters)      67.68  (feet)  COMP
 DE1469  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 DE1469
 DE1469  VERT ORDER  -  FIRST     CLASS II
 DE1469
 DE1469.The horizontal coordinates were scaled from a topographic map and have
 DE1469.an estimated accuracy of +/- 6 seconds.
 DE1469
 DE1469.The orthometric height was determined by differential leveling
 DE1469.and adjusted by the National Geodetic Survey in June 1991..
 DE1469
 DE1469.The geoid height was determined by GEOID03.
 DE1469
 DE1469.The dynamic height is computed by dividing the NAVD 88
 DE1469.geopotential number by the normal gravity value computed on the
 DE1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1469.degrees latitude (g = 980.6199 gals.).
 DE1469
 DE1469.The modeled gravity was interpolated from observed gravity values.
 DE1469
 DE1469;                    North         East    Units  Estimated Accuracy
 DE1469;SPC SC       -   154,830.      694,850.      MT  (+/- 180 meters Scaled)
 DE1469
 DE1469                          SUPERSEDED SURVEY CONTROL
 DE1469
 DE1469  NGVD 29 (03/21/89)   20.950  (m)           68.73   (f) ADJUSTED    1 2
 DE1469
 DE1469.Superseded values are not recommended for survey control.
 DE1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1469.See file dsdata.txt to determine how the superseded data were derived.
 DE1469
 DE1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS852767(NAD 83)
 DE1469_MARKER: DB = BENCH MARK DISK
 DE1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1469_SP_SET: CONCRETE POST
 DE1469_STAMPING: 1977 - NO. 4
 DE1469_MARK LOGO: SCSC  
 DE1469_PROJECTION: FLUSH
 DE1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1469+STABILITY: SURFACE MOTION
 DE1469
 DE1469  HISTORY     - Date     Condition        Report By
 DE1469  HISTORY     - 1977     MONUMENTED       SCSC
 DE1469  HISTORY     - 1985     GOOD             SCGS
 DE1469
 DE1469                          STATION DESCRIPTION
 DE1469
 DE1469'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1469'8.9 KM (5.55 MI) NW FROM MONCKS CORNER.
 DE1469'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1469'MONCKS CORNER POST OFFICE, THENCE 8.9 KILOMETERS (5.55 MILES)
 DE1469'NORTHWEST ALONG STATE HIGHWAY 6, SET NEAR A POWER POLE IN THE CENTER
 DE1469'OF TWO FIELD ACCESS ROADS, 31.59 METERS (103.64 FEET) NORTH-NORTHWEST
 DE1469'OF THE APPROXIMATE CENTER OF THE SOUTHERN MOST ACCESS ROAD, 43.5
 DE1469'METERS (142.72 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 DE1469'NORTHERN MOST ACCESS ROAD, 10.63 METERS (34.88 FEET) EAST-NORTHEAST OF
 DE1469'THE CENTERLINE OF HIGHWAY 6, 3.67 METERS (12.04 FEET) SOUTHWEST OF THE
 DE1469'POWER POLE.
 DE1469'THE MARK IS 0.10 METERS  SW FROM A WITNESS POST.
 DE1469'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2221 ***********************************************************************
 ED2221  DESIGNATION -  4 001
 ED2221  PID         -  ED2221
 ED2221  STATE/COUNTY-  SC/ANDERSON
 ED2221  USGS QUAD   -  GREENVILLE (1983)
 ED2221
 ED2221                         *CURRENT SURVEY CONTROL
 ED2221  ___________________________________________________________________
 ED2221* NAD 83(2001)-  34 45 44.73037(N)    082 28 30.31675(W)     ADJUSTED  
 ED2221* NAVD 88     -       301.8    (meters)     990.     (feet)  VERTCON   
 ED2221  ___________________________________________________________________
 ED2221  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 ED2221  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED2221
 ED2221  HORZ ORDER  -  SECOND
 ED2221
 ED2221.The horizontal coordinates were established by classical geodetic methods
 ED2221.and adjusted by the National Geodetic Survey in March 2004..
 ED2221
 ED2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2221
 ED2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2221
 ED2221.The geoid height was determined by GEOID03.
 ED2221
 ED2221;                    North         East     Units Scale Factor Converg.
 ED2221;SPC SC       -   325,803.712   474,561.759   MT  0.99997557   -0 49 04.0
 ED2221;SPC SC       - 1,068,909.82  1,556,961.15   iFT  0.99997557   -0 49 04.0
 ED2221;UTM  17      - 3,847,688.386   365,002.632   MT  0.99982462   -0 50 28.3
 ED2221
 ED2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2221!SPC SC       -   0.99995750  x   0.99997557  =   0.99993307
 ED2221!UTM  17      -   0.99995750  x   0.99982462  =   0.99978212
 ED2221
 ED2221:                Primary Azimuth Mark                     Grid Az
 ED2221:SPC SC       -  POWDERSVILLE SALUDA CO TANK              316 45 09.4
 ED2221:UTM  17      -  POWDERSVILLE SALUDA CO TANK              316 46 33.7
 ED2221
 ED2221|---------------------------------------------------------------------|
 ED2221| PID    Reference Object                     Distance      Geod. Az  |
 ED2221|                                                           dddmmss.s |
 ED2221| ED2223 POWDERSVILLE SALUDA CO TANK         APPROX. 1.5 KM 3155605.4 |
 ED2221| ED3611 4 001 2                              36.969 METERS 33925     |
 ED2221| ED2244 4 001 AZ MK PTA                     372.593 METERS 35803     |
 ED2221| ED2245 4 001 AZ MK                         378.579 METERS 35803     |
 ED2221|---------------------------------------------------------------------|
 ED2221
 ED2221                          SUPERSEDED SURVEY CONTROL
 ED2221
 ED2221  NAD 83(1986)-  34 45 44.73760(N)    082 28 30.31705(W) AD(       ) 2
 ED2221  NAD 27      -  34 45 44.31513(N)    082 28 30.85350(W) AD(       ) 2
 ED2221  NGVD 29 (07/19/86)  301.9    (m)          990.     (f) VERT ANG       
 ED2221
 ED2221.Superseded values are not recommended for survey control.
 ED2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2221.See file dsdata.txt to determine how the superseded data were derived.
 ED2221
 ED2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6500347688(NAD 83)
 ED2221_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2221_SP_SET: CONCRETE POST
 ED2221_STAMPING: HORZ 4 001 1979
 ED2221_MARK LOGO: SCGS  
 ED2221_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2221+STABILITY: SURFACE MOTION
 ED2221
 ED2221  HISTORY     - Date     Condition        Report By
 ED2221  HISTORY     - 1979     MONUMENTED       SCGS
 ED2221  HISTORY     - 1979     GOOD             SCGS
 ED2221  HISTORY     - 1987     GOOD             SCGS
 ED2221  HISTORY     - 19870520 GOOD             SCGS
 ED2221  HISTORY     - 20000926 MARK NOT FOUND   SCGS
 ED2221
 ED2221                          STATION DESCRIPTION
 ED2221
 ED2221'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2221'THE STATION IS LOCATED ABOUT 32-1/4 KM NORTH-NORTHEAST OF
 ED2221'ANDERSON, 11-1/4 KM SOUTHWEST FROM THE CENTER OF GREENVILLE,
 ED2221'1-1/2 KM WEST OF THE ANDERSON-GREENVILLE COUNTY LINE AND
 ED2221'WITHIN THE RIGHT-OF-WAY OF STATE HIGHWAY 143.
 ED2221'
 ED2221'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2221'AND STATE HIGHWAY 143, WHICH IS ABOUT 11-1/4 KM (7 MI) SOUTHWEST
 ED2221'FROM THE CENTER OF GREENVILLE.  GO NORTH ON HIGHWAY 143 FOR 0.2 KM
 ED2221'(0.1 MI) TO THE STATION ON THE RIGHT.
 ED2221'
 ED2221'THE STATION IS A STANDARD SCGS DISK
 ED2221'STAMPED---HORZ 4 001 1979---,
 ED2221'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2221'FLUSH WITH GROUND.  IT IS LOCATED
 ED2221'14.7 METERS SOUTH FROM THE APPROXIMATE CENTER OF A DRIVEWAY,
 ED2221'8.9 METERS WEST FROM UTILITY POLE DESIGNATED SGS,
 ED2221'5.0 METERS EAST FROM THE CENTERLINE OF HIGHWAY 143 AND
 ED2221'1.5 METERS WEST FROM A METAL WITNESS POST.
 ED2221'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2221'STAMPED---HORZ 4 001 1979---,
 ED2221'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2221'
 ED2221'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED2221'STAMPED---AZ MK 4 001 1979---,
 ED2221'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2221'FLUSH WITH GROUND.  IT IS LOCATED
 ED2221'47.5 METERS NORTH FROM THE APPROXIMATE CENTER LINE OF COUNTY ROAD
 ED2221'S-4-183,
 ED2221'12.0 METERS WEST FROM A UTILITY POLE NUMBER S/53,
 ED2221'4.4 METERS EAST FROM THE CENTERLINE OF HIGHWAY 143 AND
 ED2221'1.0 METERS WEST FROM A METAL WITNESS POST.
 ED2221'
 ED2221'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON STATE
 ED2221'HIGHWAY 143 FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 ED2221'
 ED2221'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2221'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2221
 ED2221                          STATION RECOVERY (1979)
 ED2221
 ED2221'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2221'RECOVERED IN GOOD CONDITION.
 ED2221
 ED2221                          STATION RECOVERY (1987)
 ED2221
 ED2221'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987 (SGM)
 ED2221'RECOVERED IN GOOD CONDITION.
 ED2221
 ED2221                          STATION RECOVERY (1987)
 ED2221
 ED2221'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 ED2221'RECOVERED IN GOOD CONDITION.
 ED2221
 ED2221                          STATION RECOVERY (2000)
 ED2221
 ED2221'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2221'NOT RECOVERED, DISTANCE PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 ED2221'OF RECEIVING REAL TIME GPS CONNECTION FROM A BEACON WAS USED TO LOCATE
 ED2221'THIS STATION WITH NO RESULTS, PRESUMED DESTROYED.  RECOVERY BY R.P.
 ED2221'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3611 ***********************************************************************
 ED3611  DESIGNATION -  4 001 2
 ED3611  PID         -  ED3611
 ED3611  STATE/COUNTY-  SC/ANDERSON
 ED3611  USGS QUAD   -  GREENVILLE (1983)
 ED3611
 ED3611                         *CURRENT SURVEY CONTROL
 ED3611  ___________________________________________________________________
 ED3611* NAD 83(2001)-  34 45 45.85343(N)    082 28 30.82797(W)     ADJUSTED  
 ED3611* NAVD 88     -       302.1    (meters)     991.     (feet)  GPS OBS   
 ED3611  ___________________________________________________________________
 ED3611  X           -     686,949.889 (meters)                     COMP
 ED3611  Y           -  -5,200,528.056 (meters)                     COMP
 ED3611  Z           -   3,616,428.890 (meters)                     COMP
 ED3611  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 ED3611  ELLIP HEIGHT-         271.05  (meters)          (12/20/99) GPS OBS
 ED3611  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED3611
 ED3611  HORZ ORDER  -  FIRST
 ED3611  ELLP ORDER  -  FOURTH    CLASS I
 ED3611
 ED3611.The horizontal coordinates were established by GPS observations
 ED3611.and adjusted by the National Geodetic Survey in March 2004..
 ED3611
 ED3611.The orthometric height was determined by GPS observations and a
 ED3611.high-resolution geoid model.
 ED3611
 ED3611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3611
 ED3611.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3611
 ED3611.The ellipsoidal height was determined by GPS observations
 ED3611.and is referenced to NAD 83.
 ED3611
 ED3611.The geoid height was determined by GEOID03.
 ED3611
 ED3611;                    North         East     Units Scale Factor Converg.
 ED3611;SPC SC       -   325,838.501   474,549.254   MT  0.99997567   -0 49 04.3
 ED3611;SPC SC       - 1,069,023.95  1,556,920.12   iFT  0.99997567   -0 49 04.3
 ED3611;UTM  17      - 3,847,723.175   364,990.143   MT  0.99982466   -0 50 28.6
 ED3611
 ED3611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3611!SPC SC       -   0.99995745  x   0.99997567  =   0.99993313
 ED3611!UTM  17      -   0.99995745  x   0.99982466  =   0.99978212
 ED3611
 ED3611|---------------------------------------------------------------------|
 ED3611| PID    Reference Object                     Distance      Geod. Az  |
 ED3611|                                                           dddmmss.s |
 ED3611| ED2245 4 001 AZ MK                         343.752 METERS 00001     |
 ED3611| ED2221 4 001                                36.969 METERS 15925     |
 ED3611| ED2223 POWDERSVILLE SALUDA CO TANK         APPROX. 1.4 KM 3152021.1 |
 ED3611|---------------------------------------------------------------------|
 ED3611
 ED3611                          SUPERSEDED SURVEY CONTROL
 ED3611
 ED3611  NAD 83(1995)-  34 45 45.85369(N)    082 28 30.82784(W) AD(       ) 1
 ED3611  NAD 83(1986)-  34 45 45.86035(N)    082 28 30.82813(W) AD(       ) 1
 ED3611  NAD 83(1986)-  34 45 45.86035(N)    082 28 30.82813(W) AD(       ) 3
 ED3611  NGVD 29 (02/26/93)  302.4    (m)          992.     (f) VERT ANG       
 ED3611
 ED3611.Superseded values are not recommended for survey control.
 ED3611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3611.See file dsdata.txt to determine how the superseded data were derived.
 ED3611
 ED3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6499047723(NAD 83)
 ED3611_MARKER: DD = SURVEY DISK
 ED3611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3611_SP_SET: CONCRETE POST
 ED3611_STAMPING: HORZ 4 001 2 1987
 ED3611_MARK LOGO: SCGS  
 ED3611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3611+STABILITY: SURFACE MOTION
 ED3611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3611+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 ED3611
 ED3611  HISTORY     - Date     Condition        Report By
 ED3611  HISTORY     - 1987     MONUMENTED       SCGS
 ED3611  HISTORY     - 19921101 GOOD             NGS
 ED3611  HISTORY     - 19921209 GOOD             SCGS
 ED3611  HISTORY     - 19930208 GOOD
 ED3611  HISTORY     - 20000926 GOOD             SCGS
 ED3611
 ED3611                          STATION DESCRIPTION
 ED3611
 ED3611'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 ED3611'STATION IS LOCATED 8.75 MILES (14.08 KM) SOUTHEAST OF EASLEY, 7.7
 ED3611'MILES (12.4 KM) SOUTHWEST OF GREENVILLE. OWNERSHIP--SCDHPT, DIRECTOR
 ED3611'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3611'803-737-1350.
 ED3611'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED3611'STATE ROAD 143 (EXIT 39), 7.8 MILES (12.6 KM) SOUTHWEST OF
 ED3611'GREENVILLE, GO NORTH ON ROAD 143 FOR 0.2 MILE (0.3 KM) TO THE STATION
 ED3611'ON THE LEFT AT THE EDGE OF A LARGE OPEN GRASS AREA.
 ED3611'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 ED3611'ABOVE THE ROAD, 23.6 FEET (7.2 M) WEST OF THE CENTER OF THE ROAD,
 ED3611'176.9 FEET (53.9 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A
 ED3611'BRICK HOUSE, 122.7 FEET (37.4 M) SOUTH OF THE CENTER OF THE DRIVEWAY
 ED3611'TO THE BRICK HOUSE, 1.4 FEET (0.4 M) NORTH OF A WITNESS POST.
 ED3611'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 001 AZ MK.
 ED3611'DESCRIBED BY D.D. WOODS.
 ED3611
 ED3611                          STATION RECOVERY (1992)
 ED3611
 ED3611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED3611'RECOVERED IN GOOD CONDITION.
 ED3611
 ED3611                          STATION RECOVERY (1992)
 ED3611
 ED3611'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED3611'RECOVERED AS DESCRIBED.
 ED3611
 ED3611                          STATION RECOVERY (1993)
 ED3611
 ED3611'RECOVERED 1993
 ED3611'RECOVERED IN GOOD CONDITION.
 ED3611
 ED3611                          STATION RECOVERY (2000)
 ED3611
 ED3611'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3611'STATION IS LOCATED 4.1 MILES (6.6 KM) NORTH OF PIEDMONT, 20.4 MILES
 ED3611'(32.8 KM) NORTHEAST OF ANDERSON.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED3611'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED3611'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED3611'INTERSTATE 85 AND STATE ROAD 143 (EXIT 39) , 7.9 MILES (12.7 KM)
 ED3611'SOUTHWEST OF GREENVILLE, GO NORTH ON ROAD 143 FOR 0.2 MILE (0.3 KM) TO
 ED3611'THE STATION ON THE LEFT IN FRONT OF A BUILDING FOR INDUSTRIAL SERVICE
 ED3611'AND SUPPLY INCORPORATED.  STATION IS A CONCRETE POST FLUSH WITH THE
 ED3611'GROUND AND LEVEL WITH THE ROAD, 23.4 FEET (7.1 M) WEST OF THE CENTER
 ED3611'OF ROAD 143, 72.4 FEET (22.1 M) SOUTH OF TELEPHONE JUNCTION BOX NUMBER
 ED3611'2509, 99.5 FEET (30.3 M) EAST SOUTHEAST OF A POWER POLE WITH GUY WIRE
 ED3611'AND A SCGS REFERENCE WASHER ATTACHED, 17.2 FEET (5.2 M) NORTH OF A
 ED3611'MULTI-TRUNKED MAPLE TREE.  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 ED3611'STATION 4 001 AZ MK.  RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2245 ***********************************************************************
 ED2245  DESIGNATION -  4 001 AZ MK
 ED2245  PID         -  ED2245
 ED2245  STATE/COUNTY-  SC/ANDERSON
 ED2245  USGS QUAD   -  GREENVILLE (1983)
 ED2245
 ED2245                         *CURRENT SURVEY CONTROL
 ED2245  ___________________________________________________________________
 ED2245* NAD 83(2001)-  34 45 57.00856(N)    082 28 30.82339(W)     ADJUSTED  
 ED2245* NAVD 88     -       297.4    (meters)     976.     (feet)  VERTCON   
 ED2245  ___________________________________________________________________
 ED2245  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 ED2245  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED2245
 ED2245  HORZ ORDER  -  SECOND
 ED2245
 ED2245.The horizontal coordinates were established by classical geodetic methods
 ED2245.and adjusted by the National Geodetic Survey in March 2004..
 ED2245
 ED2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2245
 ED2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2245
 ED2245.The geoid height was determined by GEOID03.
 ED2245
 ED2245;                    North         East     Units Scale Factor Converg.
 ED2245;SPC SC       -   326,182.208   474,554.277   MT  0.99997671   -0 49 04.3
 ED2245;SPC SC       - 1,070,151.60  1,556,936.60   iFT  0.99997671   -0 49 04.3
 ED2245;UTM  17      - 3,848,066.829   364,995.305   MT  0.99982464   -0 50 28.8
 ED2245
 ED2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2245!SPC SC       -   0.99995819  x   0.99997671  =   0.99993490
 ED2245!UTM  17      -   0.99995819  x   0.99982464  =   0.99978283
 ED2245
 ED2245                          SUPERSEDED SURVEY CONTROL
 ED2245
 ED2245  NAD 83(1986)-  34 45 57.01580(N)    082 28 30.82363(W) AD(       ) 2
 ED2245  NAD 27      -  34 45 56.59364(N)    082 28 31.36020(W) AD(       ) 2
 ED2245  NGVD 29 (07/19/86)  297.5    (m)          976.     (f) VERT ANG       
 ED2245
 ED2245.Superseded values are not recommended for survey control.
 ED2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2245.See file dsdata.txt to determine how the superseded data were derived.
 ED2245
 ED2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6499548067(NAD 83)
 ED2245_MARKER: DD = SURVEY DISK
 ED2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2245_SP_SET: CONCRETE POST
 ED2245_STAMPING: AZ MK 4 001 1979
 ED2245_MARK LOGO: SCGS  
 ED2245_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2245+STABILITY: SURFACE MOTION
 ED2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2245+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 ED2245
 ED2245  HISTORY     - Date     Condition        Report By
 ED2245  HISTORY     - 1979     MONUMENTED       SCGS
 ED2245  HISTORY     - 1979     GOOD             SCGS
 ED2245  HISTORY     - 1987     GOOD             SCGS
 ED2245  HISTORY     - 19920212 GOOD             SCGS
 ED2245  HISTORY     - 20000926 GOOD             SCGS
 ED2245
 ED2245                          STATION DESCRIPTION
 ED2245
 ED2245'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2245'THE STATION IS LOCATED ABOUT 32-1/4 KM NORTH-NORTHEAST OF
 ED2245'ANDERSON, 11-1/4 KM SOUTHWEST OF GREENVILLE, 1-1/2 KM WEST
 ED2245'OF THE ANDERSON-GREENVILLE COUNTY LINE AND WITHIN THE
 ED2245'RIGHT-OF-WAY OF STATE HIGHWAY 143.
 ED2245'
 ED2245'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2245'AND STATE HIGHWAY 143, WHICH IS ABOUT 11-1/4 KM (7 MI) SOUTHWEST
 ED2245'FROM THE CENTER OF GREENVILLE.  GO NORTH ON HIGHWAY 143 FOR 0.2 KM
 ED2245'(0.1 MI) TO STATION 4 001 SCGS ON THE RIGHT.  CONTINUE NORTH ON
 ED2245'HIGHWAY 143 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 ED2245'
 ED2245'THE STATION IS A STANDARD SCGS DISK
 ED2245'STAMPED---AZ MK 4 001 1979---,
 ED2245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2245'FLUSH WITH GROUND.  IT IS LOCATED
 ED2245'47.5 METERS NORTH FROM THE APPROXIMATE CENTER OF COUNTY ROAD
 ED2245'S-4-183,
 ED2245'12.0 METERS WEST FROM UTILITY POLE NUMBER S-53,
 ED2245'4.4 METERS EAST FROM THE CENTERLINE OF HIGHWAY 143 AND
 ED2245'1.0 METERS WEST FROM A METAL WITNESS POST.
 ED2245'
 ED2245'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2245'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2245
 ED2245                          STATION RECOVERY (1979)
 ED2245
 ED2245'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2245'RECOVERED IN GOOD CONDITION.
 ED2245
 ED2245                          STATION RECOVERY (1987)
 ED2245
 ED2245'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987 (SGM)
 ED2245'RECOVERED IN GOOD CONDITION.
 ED2245
 ED2245                          STATION RECOVERY (1992)
 ED2245
 ED2245'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2245'STATION IS LOCATED 8.6 MILES (13.8 KM) SOUTHEAST OF EASLEY, 7.5 MILES
 ED2245'(12.1 KM) SOUTHWEST OF GREENVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2245'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2245'803-737-1350.
 ED2245'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2245'STATE ROAD 143 (EXIT 39), 7.8 MILES (12.6 KM) SOUTHWEST OF
 ED2245'GREENVILLE, GO NORTH ON ROAD 143 FOR 0.45 MILE (0.72 KM) TO THE
 ED2245'STATION ON THE RIGHT IN THE SHOULDER OF THE ROAD.
 ED2245'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2245'ROAD, 39.2 FEET (11.9 M) WEST SOUTHWEST OF A POWER POLE WITH A SCGS
 ED2245'REFERENCE WASHER ATTACHED, 14.1 FEET (4.3 M) EAST OF THE CENTER OF
 ED2245'THE ROAD, 139.6 FEET (42.6 M) NORTHWEST OF THE CENTER OF STATE ROAD
 ED2245'183, 82.7 FEET (25.2 M) EAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE
 ED2245'ACROSS THE ROAD, 3.0 FEET (0.9 M) WEST OF A WITNESS POST.
 ED2245'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 001 2.
 ED2245'RECOVERED BY D.D. WOODS.
 ED2245
 ED2245                          STATION RECOVERY (2000)
 ED2245
 ED2245'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2245'STATION IS LOCATED 4.2 MILES (6.8 KM) NORTH OF PIEDMONT, 20.7 MILES
 ED2245'(33.3 KM) NORTHEAST OF ANDERSON.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2245'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2245'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2245'INTERSTATE 85 AND STATE ROAD 143 (EXIT 39) , 7.9 MILES (12.7 KM)
 ED2245'SOUTHWEST OF GREENVILLE, GO NORTH ON ROAD 143 FOR 0.4 MILE (0.6 KM) TO
 ED2245'THE STATION ON THE RIGHT IN THE SHOULDER OF THE ROAD.  STATION IS A
 ED2245'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 14.1 FEET
 ED2245'(4.3 M) EAST OF THE CENTER OF ROAD 143, 39.3 FEET (12.0 M) WEST
 ED2245'SOUTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 162.8
 ED2245'FEET (49.6 M) NORTH OF THE CENTER OF ROAD 183, 69.0 FEET (21.0 M)
 ED2245'SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER
 ED2245'2601, 20.1 FEET (6.1 M) NORTHWEST OF A WITNESS POST. RECOVERED BY R.P.
 ED2245'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2124 ***********************************************************************
 ED2124  DESIGNATION -  4 002
 ED2124  PID         -  ED2124
 ED2124  STATE/COUNTY-  SC/ANDERSON
 ED2124  USGS QUAD   -  PELZER (1983)
 ED2124
 ED2124                         *CURRENT SURVEY CONTROL
 ED2124  ___________________________________________________________________
 ED2124* NAD 83(2001)-  34 38 54.14742(N)    082 28 32.32755(W)     ADJUSTED  
 ED2124* NAVD 88     -       270.577  (meters)     887.72   (feet)  ADJUSTED  
 ED2124  ___________________________________________________________________
 ED2124  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 ED2124  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 ED2124  DYNAMIC HT  -         270.300 (meters)     886.81  (feet)  COMP
 ED2124  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 ED2124
 ED2124  HORZ ORDER  -  SECOND
 ED2124  VERT ORDER  -  FIRST     CLASS II
 ED2124
 ED2124.The horizontal coordinates were established by classical geodetic methods
 ED2124.and adjusted by the National Geodetic Survey in March 2004..
 ED2124
 ED2124.The orthometric height was determined by differential leveling
 ED2124.and adjusted by the National Geodetic Survey in August 1993..
 ED2124
 ED2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2124
 ED2124.The geoid height was determined by GEOID03.
 ED2124
 ED2124.The dynamic height is computed by dividing the NAVD 88
 ED2124.geopotential number by the normal gravity value computed on the
 ED2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2124.degrees latitude (g = 980.6199 gals.).
 ED2124
 ED2124.The modeled gravity was interpolated from observed gravity values.
 ED2124
 ED2124;                    North         East     Units Scale Factor Converg.
 ED2124;SPC SC       -   313,154.023   474,329.988   MT  0.99993952   -0 49 05.2
 ED2124;SPC SC       - 1,027,408.21  1,556,200.75   iFT  0.99993952   -0 49 05.2
 ED2124;UTM  17      - 3,835,040.461   364,765.992   MT  0.99982541   -0 50 20.7
 ED2124
 ED2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2124!SPC SC       -   0.99996236  x   0.99993952  =   0.99990189
 ED2124!UTM  17      -   0.99996236  x   0.99982541  =   0.99978778
 ED2124
 ED2124:                Primary Azimuth Mark                     Grid Az
 ED2124:SPC SC       -  PELZER N MUN TANK                        085 20 05.6
 ED2124:UTM  17      -  PELZER N MUN TANK                        085 21 21.1
 ED2124
 ED2124|---------------------------------------------------------------------|
 ED2124| PID    Reference Object                     Distance      Geod. Az  |
 ED2124|                                                           dddmmss.s |
 ED2124| ED2107 PELZER N MUN TANK                   APPROX. 1.3 KM 0843100.4 |
 ED2124| ED2109 WEST PELZER MUN TANK                 27.596 METERS 15853     |
 ED2124| ED2125 4 002 AZ MK PTA                     456.782 METERS 2194555.4 |
 ED2124| ED2126 4 002 AZ MK                         462.505 METERS 2194554.6 |
 ED2124|---------------------------------------------------------------------|
 ED2124
 ED2124                          SUPERSEDED SURVEY CONTROL
 ED2124
 ED2124  NAD 83(1986)-  34 38 54.15708(N)    082 28 32.32529(W) AD(       ) 2
 ED2124  NAD 27      -  34 38 53.74418(N)    082 28 32.86096(W) AD(       ) 2
 ED2124  NGVD 29 (12/12/91)  270.676  (m)          888.04   (f) ADJUSTED    1 2
 ED2124
 ED2124.Superseded values are not recommended for survey control.
 ED2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2124.See file dsdata.txt to determine how the superseded data were derived.
 ED2124
 ED2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6476635040(NAD 83)
 ED2124_MARKER: DD = SURVEY DISK
 ED2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2124_SP_SET: CONCRETE POST
 ED2124_STAMPING: HORZ 4 002 1979
 ED2124_MARK LOGO: SCGS  
 ED2124_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2124+STABILITY: SURFACE MOTION
 ED2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2124+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 ED2124
 ED2124  HISTORY     - Date     Condition        Report By
 ED2124  HISTORY     - 1979     MONUMENTED       SCGS
 ED2124  HISTORY     - 1979     GOOD             SCGS
 ED2124  HISTORY     - 19911008 GOOD             SCGS
 ED2124  HISTORY     - 20000628 GOOD             SCGS
 ED2124
 ED2124                          STATION DESCRIPTION
 ED2124
 ED2124'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2124'THE STATION IS LOCATED ABOUT 21 KM SOUTHWEST OF GREENVILLE,
 ED2124'13 KM NORTH OF BELTON AND ON THE NORTHWEST EDGE OF PELZER.
 ED2124'
 ED2124'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PELZER.  GO
 ED2124'WEST ON STATE HIGHWAY 8 FOR 0.6 KM (0.4 MI) TO THE JUNCTION WITH
 ED2124'STATE HIGHWAY 20.  CONTINUE WEST ON HIGHWAY 8 FOR 1.1 KM (0.7 MI)
 ED2124'TO A CROSSROAD.  TURN RIGHT AND GO NORTHERLY ON HOLIDAY STREET FOR
 ED2124'0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 ED2124'
 ED2124'THE STATION IS A STANDARD SCGS DISK
 ED2124'STAMPED---HORZ 4 002 1979---,
 ED2124'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2124'FLUSH WITH GROUND.  IT IS LOCATED
 ED2124'7.30 METERS EAST-SOUTHEAST FROM THE CENTER OF A PAVED ROAD,
 ED2124'2.20 METERS NORTHWEST FROM A FOUR TRUNKED TREE,
 ED2124'1.75 METERS SOUTHEAST FROM A METAL WITNESS POST AND
 ED2124'1.6 METERS SOUTH-SOUTHEAST FROM UTILITY POLE NUMBER 137 WITH A
 ED2124'STREET LIGHT ATTACHED.
 ED2124'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2124'STAMPED---HORZ 4 002 1979---,
 ED2124'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2124'
 ED2124'AZIMUTH MARK NUMBER 01 IS A STANDARD SCGS DISK
 ED2124'STAMPED---AZ MK 4 002 1979---,
 ED2124'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2124'FLUSH WITH GROUND.  IT IS LOCATED
 ED2124'6.05 METERS SOUTHEAST FROM THE CENTER OF A PAVED ROAD,
 ED2124'6.00 METERS NORTHEAST FROM THE CENTER OF A SHORT DRIVE TO GATE IN
 ED2124'IN A CHAIN LINK FENCE,
 ED2124'1.8 METERS NORTHWEST FROM A CHAIN LINK FENCE THAT IS COVERED WITH
 ED2124'WITH VINES AND
 ED2124'1.05 METERS WEST-NORTHWEST FROM A METAL WITNESS POST.
 ED2124'
 ED2124'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ON
 ED2124'HOLIDAY STREET FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF MAIN STREET
 ED2124'CONTINUE SOUTHERLY, CROSSING MAIN STREET FOR 0.2 KM (0.1 MI) TO
 ED2124'THE AZIMUTH MARK ON THE LEFT.
 ED2124'
 ED2124'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2124'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2124
 ED2124                          STATION RECOVERY (1979)
 ED2124
 ED2124'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2124'RECOVERED IN GOOD CONDITION.
 ED2124
 ED2124                          STATION RECOVERY (1991)
 ED2124
 ED2124'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2124'STATION IS LOCATED IN PELZER.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2124'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2124'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2124'HIGHWAYS 20 AND 8 IN PELZER, GO WEST NORTHWEST ON HIGHWAY 8 FOR 0.7
 ED2124'MILE TO THE JUNCTION OF STATE ROAD 380 (WEST STEWART STREET) LEFT AND
 ED2124'HOLIDAY STREET RIGHT, TURN RIGHT ON HOLIDAY STREET FOR 0.2 MILE TO
 ED2124'THE STATION ON THE RIGHT NEAR A POWER POLE NUMBER 137 WITH A STREET
 ED2124'LAMP AND TWO GUY WIRES.  STATION IS A CONCRETE POST RECESSED 1-INCH
 ED2124'AND 0.5 FOOT ABOVE THE ROAD, 23.2 FEET EAST SOUTHEAST OF THE CENTER
 ED2124'OF THE ROAD, 5.2 FEET EAST SOUTHEAST OF THE POWER POLE, 85.9 FEET
 ED2124'NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 ED2124'CENTER LEG OF A WATER TANK, 56.0 FEET SOUTH SOUTHWEST OF THE EXTENDED
 ED2124'CENTER OF BELLVIEW DRIVE, 12.3 FEET NORTHEAST OF A POWER POLE WITH A
 ED2124'SCGS REFERENCE WASHER ATTACHED, 5.6 FEET SOUTH SOUTHEAST OF A WITNESS
 ED2124'POST.  RECOVERED BY T. HALL.
 ED2124
 ED2124                          STATION RECOVERY (2000)
 ED2124
 ED2124'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2124'STATION IS LOCATED 2.1 MILES (3.4 KM) NORTH OF WILLIAMSTON, 14.0 MILES
 ED2124'(22.5 KM) NORTHEAST OF ANDERSON.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2124'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2124'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2124'HIGHWAYS 20 AND 8, IN PELZER, GO WEST NORTHWEST ON HIGHWAY 8 FOR 0.7
 ED2124'MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 380 (WEST STEWART STREET)
 ED2124'LEFT, AND HOLIDAY STREET RIGHT, TURN RIGHT ON HOLIDAY STREET FOR 0.2
 ED2124'MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE.  STATION
 ED2124'IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.5 FOOT (0.5 M)
 ED2124'ABOVE THE ROAD, 23.3 FEET (7.1 M) SOUTHEAST OF THE CENTER OF THE ROAD,
 ED2124'5.4 FEET (1.6 M) SOUTHEAST OF POWER POLE NUMBER 137 WITH TWO GUY WIRES
 ED2124'AND A STREET LIGHT ATTACHED, 72.0 FEET (21.9 M) NORTH NORTHWEST OF THE
 ED2124'NORTH LEG OF A WATER TANK, 55.7 FEET (17.0 M) SOUTHWEST OF THE
 ED2124'EXTENDED CENTER OF BELLVIEW DRIVE, 12.4 FEET (3.8 M) EAST NORTHEAST OF
 ED2124'A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 5.6 FEET (1.7 M)
 ED2124'SOUTHEAST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 ED2124'STATION 4 002 AZ MK.  RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2126 ***********************************************************************
 ED2126  CBN         -  This is a Cooperative Base Network Control Station.
 ED2126  DESIGNATION -  4 002 AZ MK
 ED2126  PID         -  ED2126
 ED2126  STATE/COUNTY-  SC/ANDERSON
 ED2126  USGS QUAD   -  PELZER (1983)
 ED2126
 ED2126                         *CURRENT SURVEY CONTROL
 ED2126  ___________________________________________________________________
 ED2126* NAD 83(2001)-  34 38 42.61021(N)    082 28 43.94415(W)     ADJUSTED  
 ED2126* NAVD 88     -       267.968  (meters)     879.16   (feet)  ADJUSTED  
 ED2126  ___________________________________________________________________
 ED2126  X           -     687,587.519 (meters)                     COMP
 ED2126  Y           -  -5,207,906.013 (meters)                     COMP
 ED2126  Z           -   3,605,686.968 (meters)                     COMP
 ED2126  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ED2126  ELLIP HEIGHT-         237.16  (meters)          (01/30/03) GPS OBS
 ED2126  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ED2126  DYNAMIC HT  -         267.694 (meters)     878.26  (feet)  COMP
 ED2126  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 ED2126
 ED2126  HORZ ORDER  -  B
 ED2126  VERT ORDER  -  FIRST     CLASS II
 ED2126  ELLP ORDER  -  FOURTH    CLASS II
 ED2126
 ED2126.The horizontal coordinates were established by GPS observations
 ED2126.and adjusted by the National Geodetic Survey in January 2003..
 ED2126
 ED2126.The orthometric height was determined by differential leveling
 ED2126.and adjusted by the National Geodetic Survey in August 1993..
 ED2126
 ED2126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2126
 ED2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2126
 ED2126.The ellipsoidal height was determined by GPS observations
 ED2126.and is referenced to NAD 83.
 ED2126
 ED2126.The geoid height was determined by GEOID03.
 ED2126
 ED2126.The dynamic height is computed by dividing the NAVD 88
 ED2126.geopotential number by the normal gravity value computed on the
 ED2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2126.degrees latitude (g = 980.6199 gals.).
 ED2126
 ED2126.The modeled gravity was interpolated from observed gravity values.
 ED2126
 ED2126;                    North         East     Units Scale Factor Converg.
 ED2126;SPC SC       -   312,802.790   474,029.123   MT  0.99993856   -0 49 11.6
 ED2126;SPC SC       - 1,026,255.87  1,555,213.66   iFT  0.99993856   -0 49 11.6
 ED2126;UTM  17      - 3,834,689.378   364,465.032   MT  0.99982642   -0 50 27.1
 ED2126
 ED2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2126!SPC SC       -   0.99996277  x   0.99993856  =   0.99990134
 ED2126!UTM  17      -   0.99996277  x   0.99982642  =   0.99978920
 ED2126
 ED2126                          SUPERSEDED SURVEY CONTROL
 ED2126
 ED2126  NAD 83(1986)-  34 38 42.61929(N)    082 28 43.94443(W) AD(       ) 1
 ED2126  NAD 83(1995)-  34 38 42.61018(N)    082 28 43.94404(W) AD(       ) B
 ED2126  ELLIP H (09/11/96)  237.17   (m)                       GP(       ) 4 1
 ED2126  NAD 83(1986)-  34 38 42.61993(N)    082 28 43.94193(W) AD(       ) 1
 ED2126  NAD 83(1986)-  34 38 42.61993(N)    082 28 43.94193(W) AD(       ) 2
 ED2126  NAD 27      -  34 38 42.20684(N)    082 28 44.47739(W) AD(       ) 2
 ED2126  NAVD 88 (08/31/93)  267.97   (m)          879.2    (f) LEVELING    3  
 ED2126  NGVD 29 (12/12/91)  268.068  (m)          879.49   (f) ADJUSTED    1 2
 ED2126
 ED2126.Superseded values are not recommended for survey control.
 ED2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2126.See file dsdata.txt to determine how the superseded data were derived.
 ED2126
 ED2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6446534689(NAD 83)
 ED2126_MARKER: DD = SURVEY DISK
 ED2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2126_SP_SET: CONCRETE POST
 ED2126_STAMPING: AZ MK 4 002 1979
 ED2126_MARK LOGO: SCGS  
 ED2126_PROJECTION: FLUSH
 ED2126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2126+STABILITY: SURFACE MOTION
 ED2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2126+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ED2126
 ED2126  HISTORY     - Date     Condition        Report By
 ED2126  HISTORY     - 1979     MONUMENTED       SCGS
 ED2126  HISTORY     - 1979     GOOD             SCGS
 ED2126  HISTORY     - 19911008 GOOD             SCGS
 ED2126  HISTORY     - 19921101 GOOD             NGS
 ED2126  HISTORY     - 19921209 GOOD             SCGS
 ED2126  HISTORY     - 19930712 GOOD             SCDOT
 ED2126  HISTORY     - 19950201 GOOD             SCGS
 ED2126  HISTORY     - 19950801 GOOD             SCGS
 ED2126  HISTORY     - 20000628 GOOD             SCGS
 ED2126  HISTORY     - 20040819 GOOD             WOOLPT
 ED2126
 ED2126                          STATION DESCRIPTION
 ED2126
 ED2126'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2126'THE STATION IS LOCATED ABOUT 21 KM SOUTHWEST OF GREENVILLE, 13 KM
 ED2126'NORTH OF BELTON AND IN THE NORTHWEST EDGE OF PELZER.
 ED2126'
 ED2126'TO REACH THE STATION FROM THE POST OFFICE IN PELZER.  GO WEST ON
 ED2126'STATE HIGHWAY 8 FOR 0.6 KM (0.4 MI) TO THE JUNCTION WITH STATE
 ED2126'HIGHWAY 20.  CONTINUE WEST FOR 1.1 KM (0.7 MI) TO A CROSSROAD.
 ED2126'TURN LEFT AND GO SOUTHERLY ON A PAVED ROAD FOR 0.2 KM (0.1 MI) TO
 ED2126'THE STATION ON THE LEFT.
 ED2126'
 ED2126'THE STATION IS A STANDARD SCGS DISK
 ED2126'STAMPED---AZ MK 4 002 1979---,
 ED2126'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2126'FLUSH WITH GROUND.  IT IS LOCATED
 ED2126'6.05 METERS SOUTHEAST FROM THE CENTER OF A PAVED ROAD,
 ED2126'6.00 METERS NORTHEAST FROM THE CENTER OF A PAVED DRIVE,
 ED2126'1.80 METERS NORTHWEST FROM A CHAIN-LINK FENCE COVERED WITH
 ED2126'VINES AND
 ED2126'1.05 METERS WEST-NORTHWEST FROM A METAL WITNESS POST.
 ED2126'
 ED2126'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED2126'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2126
 ED2126                          STATION RECOVERY (1979)
 ED2126
 ED2126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2126'STATION IS LOCATED IN PELZER, ABOUT 21 KM (13.05 MI) SOUTHWEST OF
 ED2126'GREENVILLE, 13 KM (8.05 MI) NORTH OF BELTON. OWNERSHIP--SCDHPT,
 ED2126'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2126'803-737-1350.
 ED2126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 8 IN
 ED2126'PELZER, GO WEST NORTHWEST ON HIGHWAY 8 FOR 0.7 MILE (1.1 KM) TO THE
 ED2126'JUNCTION OF STATE ROAD 380 (WEST STEWART STREET) LEFT AND HOLIDAY
 ED2126'STREET RIGHT, TURN LEFT ON ROAD 380 FOR 0.1 MILE (0.2 KM) TO THE
 ED2126'STATION ON THE LEFT NEAR A CHAIN LINK FENCE DOUBLE GATE.
 ED2126'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2126'ROAD, 19.8 FEET (6.0 M) SOUTHEAST OF THE CENTER OF THE ROAD, 5.4 FEET
 ED2126'(1.6 M) NORTHWEST OF THE CHAIN LINK FENCE LINE, 19.2 FEET (5.9 M)
 ED2126'NORTHEAST OF THE CENTER OF AN ASHPALT ENTRANCE AT A DOUBLE GATE, 54.5
 ED2126'FEET (16.6 M) EAST OF A POWER POLE (Y) WITH A STREET LIGHT, 5.1 FEET
 ED2126'(1.6 M) NORTHWEST OF A WITNESS POST.
 ED2126'BY T. HALL.
 ED2126
 ED2126                          STATION RECOVERY (1991)
 ED2126
 ED2126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED2126'RECOVERED IN GOOD CONDITION.
 ED2126
 ED2126                          STATION RECOVERY (1992)
 ED2126
 ED2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2126'RECOVERED IN GOOD CONDITION.
 ED2126
 ED2126                          STATION RECOVERY (1992)
 ED2126
 ED2126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED2126'RECOVERED AS DESCRIBED.
 ED2126
 ED2126                          STATION RECOVERY (1993)
 ED2126
 ED2126'RECOVERY NOTE BY SC DEPT OF TRANSP 1993 (DGB)
 ED2126'RECOVERED AS DESCRIBED.
 ED2126
 ED2126                          STATION RECOVERY (1995)
 ED2126
 ED2126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED2126'STATION IS LOCATE IN PELZER.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2126'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 8 IN
 ED2126'PELZER, GO WEST-NORTHWEST ON HIGHWAY 8 FOR 0.7 MILE (1.1 KM) TO THE
 ED2126'JUNCTION OF STATE ROAD 380 (WEST STEWART STREET) LEFT AND HOLIDAY
 ED2126'STREET RIGHT.  TURN LEFT ON ROAD 380 FOR 0.1 MILE (0.2 KM) TO THE
 ED2126'STATION ON THE LEFT NEAR A CHAIN LINK FENCE DOUBLE GATE.  STATION IS A
 ED2126'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 20.5 FEET
 ED2126'(6.2 M) SOUTHEAST OF THE CENTER OF THE ROAD, 5.4 FEET (1.6 M)
 ED2126'NORTHWEST OF THE FENCE LINE, 19.2 FEET (5.9 M) NORTHEAST OF THE CENTER
 ED2126'OF ASPHALT ENTRANCE FOR THE GATES, 54.5 FEET (16.6 M) EAST OF A POWER
 ED2126'POLE (Y) WITH A STREET LIGHT, AND 5.1 FEET (1.6 M) NORTHWEST OF A
 ED2126'WITNESS POST.  RECOVERED BY R.W. ROBERTS.
 ED2126
 ED2126                          STATION RECOVERY (1995)
 ED2126
 ED2126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED2126'RECOVERED AS DESCRIBED.
 ED2126
 ED2126                          STATION RECOVERY (2000)
 ED2126
 ED2126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2126'STATION IS LOCATED IN PELZER, 1.85 MILES (2.98 KM) NORTH OF
 ED2126'WILLIAMSTON, 13.8 MILES (22.2 KM) NORTHEAST OF ANDERSON.
 ED2126'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED2126'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED2126'JUNCTION OF STATE HIGHWAYS 20 AND 8 IN PELZER, GO WEST NORTHWEST ON
 ED2126'HIGHWAY 8 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 380
 ED2126'(WEST STEWART STREET) LEFT AND HOLIDAY STREET RIGHT, TURN LEFT ON ROAD
 ED2126'380 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A CHAIN LINK
 ED2126'FENCE DOUBLE GATE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED2126'AND LEVEL WITH THE ROAD, 19.6 FEET (6.0 M) SOUTHEAST OF THE CENTER OF
 ED2126'THE ROAD, 5.6 FEET (1.7 M) NORTHWEST OF THE FENCE LINE, 64.0 FEET
 ED2126'(19.5 M) NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 54.3 FEET (16.6
 ED2126'M) EAST SOUTHEAST OF A POWER POLE Y WITH A STREET LIGHT, 5.2 FEET (1.6
 ED2126'M) NORTHWEST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH
 ED2126'SURVEY STATION 4 002.  RECOVERED BY J.B.  SMOAK.
 ED2126
 ED2126                          STATION RECOVERY (2004)
 ED2126
 ED2126'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 ED2126'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2095 ***********************************************************************
 ED2095  DESIGNATION -  4 003 AZ MK
 ED2095  PID         -  ED2095
 ED2095  STATE/COUNTY-  SC/ANDERSON
 ED2095  USGS QUAD   -  BELTON EAST (1983)
 ED2095
 ED2095                         *CURRENT SURVEY CONTROL
 ED2095  ___________________________________________________________________
 ED2095* NAD 83(2001)-  34 35 28.01133(N)    082 26 23.77930(W)     ADJUSTED  
 ED2095* NAVD 88     -       236.1    (meters)     775.     (feet)  VERTCON   
 ED2095  ___________________________________________________________________
 ED2095  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 ED2095  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 ED2095
 ED2095  HORZ ORDER  -  SECOND
 ED2095
 ED2095.The horizontal coordinates were established by classical geodetic methods
 ED2095.and adjusted by the National Geodetic Survey in March 2004..
 ED2095
 ED2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2095
 ED2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2095
 ED2095.The geoid height was determined by GEOID03.
 ED2095
 ED2095;                    North         East     Units Scale Factor Converg.
 ED2095;SPC SC       -   306,756.843   477,514.557   MT  0.99992292   -0 47 53.9
 ED2095;SPC SC       - 1,006,420.09  1,566,648.81   iFT  0.99992292   -0 47 53.9
 ED2095;UTM  17      - 3,828,642.872   367,947.959   MT  0.99981493   -0 49 03.3
 ED2095
 ED2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2095!SPC SC       -   0.99996776  x   0.99992292  =   0.99989068
 ED2095!UTM  17      -   0.99996776  x   0.99981493  =   0.99978269
 ED2095
 ED2095                          SUPERSEDED SURVEY CONTROL
 ED2095
 ED2095  NAD 83(1986)-  34 35 28.02022(N)    082 26 23.78121(W) AD(       ) 2
 ED2095  NAD 83(1986)-  34 35 28.02089(N)    082 26 23.77687(W) AD(       ) 2
 ED2095  NAD 27      -  34 35 27.61749(N)    082 26 24.32020(W) AD(       ) 2
 ED2095  NGVD 29 (07/19/86)  236.2    (m)          775.     (f) VERT ANG       
 ED2095
 ED2095.Superseded values are not recommended for survey control.
 ED2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2095.See file dsdata.txt to determine how the superseded data were derived.
 ED2095
 ED2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6794828643(NAD 83)
 ED2095_MARKER: DZ = AZIMUTH MARK DISK
 ED2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2095_SP_SET: CONCRETE POST
 ED2095_STAMPING: AZ MK 4 003 1979
 ED2095_MARK LOGO: SCGS  
 ED2095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2095+STABILITY: SURFACE MOTION
 ED2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2095+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2000
 ED2095
 ED2095  HISTORY     - Date     Condition        Report By
 ED2095  HISTORY     - 1979     MONUMENTED       SCGS
 ED2095  HISTORY     - 1979     GOOD             SCGS
 ED2095  HISTORY     - 1981     GOOD             NGS
 ED2095  HISTORY     - 19920212 GOOD             SCGS
 ED2095  HISTORY     - 20000822 GOOD             SCGS
 ED2095
 ED2095                          STATION DESCRIPTION
 ED2095
 ED2095'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED2095'THE STATION IS LOCATED ABOUT 28-1/2 KM SOUTH OF DOWNTOWN
 ED2095'GREENVILLE, 6-1/2 KM SOUTHWEST OF WARE PLACE AND 5-1/4 KM
 ED2095'SOUTHEAST OF WILLIAMSTON.
 ED2095'
 ED2095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND
 ED2095'THE RAILROAD TRACKS, AT THE TRAIN DEPOT IN WILLIAMSTON.  GO EAST
 ED2095'ON STATE HIGHWAY 20 FOR 0.8 KM (0.5 MI) TO A CROSS STREET
 ED2095'(HAMILTON STREET).  TURN RIGHT AND GO SOUTHEAST ON HAMILTON STREET
 ED2095'FOR 2-1/4 KM (1.4 MI) TO BIG CREEK BAPTIST CHURCH ON THE RIGHT.
 ED2095'CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO A FORK.  TAKE LEFT FORK FOR
 ED2095'1.8 KM (1.1 MI) TO A FORK.  TAKE RIGHT FORK FOR 0.6 KM (0.4 MI) TO
 ED2095'STATION ON LEFT, JUST BEFORE THE HIGH TENSION LINE CROSSING ROAD.
 ED2095'
 ED2095'THE STATION IS A STANDARD SCGS DISK
 ED2095'STAMPED---AZ MK 4 003 1979---,
 ED2095'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2095'FLUSH WITH GROUND.  IT IS LOCATED
 ED2095'4.00 METERS NORTHEAST FROM THE CENTERLINE OF PAVED ROAD,
 ED2095'3.50 METERS SOUTHWEST FROM A BARBED-WIRE FENCE LINE AND
 ED2095'0.80 METERS SOUTHWEST FROM A METAL WITNESS POST.
 ED2095'
 ED2095'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2095'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2095
 ED2095                          STATION RECOVERY (1979)
 ED2095
 ED2095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED2095'RECOVERED IN GOOD CONDITION.
 ED2095
 ED2095                          STATION RECOVERY (1981)
 ED2095
 ED2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 ED2095'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ED2095'NO OBSERVATIONS WERE CONDUCTED AT THIS TIME.
 ED2095'
 ED2095'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED2095
 ED2095                          STATION RECOVERY (1992)
 ED2095
 ED2095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2095'STATION IS LOCATED 5.75 MILES NORTHEAST OF BELTON, 2.8 MILES SOUTHEAST
 ED2095'WILLIAMSTON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED2095'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 20 IN
 ED2095'PELZER, GO SOUTH SOUTHWEST ON HIGHWAY 20 FOR 1.5 MILES TO THE JUNCTION
 ED2095'OF STATE ROAD 54 (HAMILTON STREET) IN WILLIAMSTON, TURN LEFT ON ROAD
 ED2095'54 FOR 1.4 MILES TO A FORK LEFT (STATE ROAD 116, CANNON BOTTOM ROAD),
 ED2095'BEAR LEFT ON ROAD 116 FOR 1.0 MILE TO A FORK IN THE ROAD (STATE ROAD
 ED2095'178), BEAR RIGHT ON ROAD 116 FOR 0.35 MILE TO THE STATION ON THE LEFT
 ED2095'IN THE SHOULDER OF THE ROAD, JUST BEFORE A MAJOR POWER LINE CROSSING.
 ED2095'STATION IS CONCRETE POST RECESSED 1 INCH AND LEVEL WITH THE ROAD, 13.0
 ED2095'FT EAST NORTHEAST OF THE CENTER OF THE ROAD, 32.6 FT NORTHEAST OF A
 ED2095'FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 139.4 FT NORTHWEST
 ED2095'OF A POWER POLE NUMBER 13 WITH GUY WIRE, 41.1 FT EAST OF A WITNESS
 ED2095'POST AT A FENCE CORNER POST.
 ED2095'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 003.
 ED2095'RECOVERED BY D.D. WOODS.
 ED2095
 ED2095                          STATION RECOVERY (2000)
 ED2095
 ED2095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2095'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHEAST OF WILLIAMSTON, 13.3
 ED2095'MILES (21.4 KM) EAST NORTHEAST OF ANDERSON.  OWNERSHIP--SCDOT,
 ED2095'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2095'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2095'HIGHWAYS 20 AND 8 IN PELZER, GO SOUTH SOUTHWEST ON HIGHWAY 20 FOR 1.5
 ED2095'MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD 54 (HAMILTON STREET) ,
 ED2095'TURN LEFT ON ROAD 54 FOR 1.4 MILES (2.3 KM) TO A FORK LEFT JUNCTION OF
 ED2095'STATE ROAD 116, BEAR LEFT ON ROAD 116 FOR 1.0 MILE (1.6 KM) TO A FORK
 ED2095'RIGHT, BEAR RIGHT ON ROAD 116 FOR 0.35 MILE (0.56 KM) TO THE STATION
 ED2095'ON THE LEFT NEAR A WIRE FENCE LINE.  STATION IS A CONCRETE POST
 ED2095'RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 13.3
 ED2095'FEET (4.1 M) NORTHEAST OF THE CENTER OF THE ROAD, 11.2 FEET (3.4 M)
 ED2095'WEST SOUTHWEST OF THE WIRE FENCE LINE, 137.2 FEET (41.8 M) NORTHWEST
 ED2095'OF A POWER POLE WITH GUY WIRE ATTACHED, 32.6 FEET (9.9 M) NORTHEAST OF
 ED2095'A WOODEN FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 41.4 FEET
 ED2095'(12.6 M) EAST OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE
 ED2095'WITH SURVEY STATION 4 003 AZ MK.  RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2602 ***********************************************************************
 ED2602  DESIGNATION -  4 004
 ED2602  PID         -  ED2602
 ED2602  STATE/COUNTY-  SC/ANDERSON
 ED2602  USGS QUAD   -  FIVE FORKS (1983)
 ED2602
 ED2602                         *CURRENT SURVEY CONTROL
 ED2602  ___________________________________________________________________
 ED2602* NAD 83(2001)-  34 39 52.83176(N)    082 38 39.60180(W)     ADJUSTED  
 ED2602* NAVD 88     -       266.9    (meters)     876.     (feet)  VERTCON   
 ED2602  ___________________________________________________________________
 ED2602  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 ED2602  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED2602
 ED2602  HORZ ORDER  -  SECOND
 ED2602
 ED2602.The horizontal coordinates were established by classical geodetic methods
 ED2602.and adjusted by the National Geodetic Survey in March 2004..
 ED2602
 ED2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2602
 ED2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2602
 ED2602.The geoid height was determined by GEOID03.
 ED2602
 ED2602;                    North         East     Units Scale Factor Converg.
 ED2602;SPC SC       -   315,195.464   458,896.718   MT  0.99994443   -0 54 41.8
 ED2602;SPC SC       - 1,034,105.85  1,505,566.66   iFT  0.99994443   -0 54 41.8
 ED2602;UTM  17      - 3,837,087.749   349,334.907   MT  0.99987979   -0 56 07.5
 ED2602
 ED2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2602!SPC SC       -   0.99996295  x   0.99994443  =   0.99990738
 ED2602!UTM  17      -   0.99996295  x   0.99987979  =   0.99984274
 ED2602
 ED2602:                Primary Azimuth Mark                     Grid Az
 ED2602:SPC SC       -  PIERCETOWN RAD STA WAMS MAST             041 53 20.8
 ED2602:UTM  17      -  PIERCETOWN RAD STA WAMS MAST             041 54 46.5
 ED2602
 ED2602|---------------------------------------------------------------------|
 ED2602| PID    Reference Object                     Distance      Geod. Az  |
 ED2602|                                                           dddmmss.s |
 ED2602| ED2567 PIERCETOWN RAD STA WAMS MAST        APPROX. 5.5 KM 0405839.0 |
 ED2602| ED2598 4 004 AZ MK                         473.760 METERS 2152124.7 |
 ED2602| ED2603 4 004 PTA                             6.015 METERS 21529     |
 ED2602|---------------------------------------------------------------------|
 ED2602
 ED2602                          SUPERSEDED SURVEY CONTROL
 ED2602
 ED2602  NAD 83(1986)-  34 39 52.83862(N)    082 38 39.60036(W) AD(       ) 2
 ED2602  NAD 27      -  34 39 52.43533(N)    082 38 40.11111(W) AD(       ) 2
 ED2602  NGVD 29 (07/19/86)  267.0    (m)          876.     (f) VERT ANG       
 ED2602
 ED2602.Superseded values are not recommended for survey control.
 ED2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2602.See file dsdata.txt to determine how the superseded data were derived.
 ED2602
 ED2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4933537088(NAD 83)
 ED2602_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2602_SP_SET: CONCRETE POST
 ED2602_STAMPING: HORZ 4 004 1980
 ED2602_MARK LOGO: SCGS  
 ED2602_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2602+STABILITY: SURFACE MOTION
 ED2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2602+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 ED2602
 ED2602  HISTORY     - Date     Condition        Report By
 ED2602  HISTORY     - 1980     MONUMENTED       SCGS
 ED2602  HISTORY     - 1980     GOOD             SCGS
 ED2602  HISTORY     - 19920211 GOOD             SCGS
 ED2602
 ED2602                          STATION DESCRIPTION
 ED2602
 ED2602'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2602'THE STATION IS LOCATED ABOUT 17.5 KM (11 MI) WEST OF PELZER, 14 KM
 ED2602'(8.8 MI) SOUTH-SOUTHEAST OF LIBERTY, 13 KM (8 MI) SOUTHEAST OF
 ED2602'CENTRAL, 13 KM (8 MI)
 ED2602'WEST-NORTHWEST OF WILLIAMSTON AND ON HIGHWAY RIGHT-OF-WAY.
 ED2602'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2602'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2602'
 ED2602'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2602'AND STATE HIGHWAY 81, ABOUT 8 KM (5 MI) NORTH OF ANDERSON.
 ED2602'GO NORTH ON HIGHWAY 81 FOR 2.7 KM (1.7 MI) TO A FORK AT THE
 ED2602'PIERCETOWN FIRE DEPARTMENT.  BEAR LEFT ON FIRE TOWER ROAD FOR
 ED2602'0.7 KM (0.45 MI) TO A PAVED CROSSROAD.  TURN LEFT, WEST, ON
 ED2602'COUNTY ROAD S-4-57 FOR 2.6 KM (1.6 MI) TO A REVERSE FORK.  CONTINUE
 ED2602'AHEAD ON COUNTY ROAD S-4-57 FOR 1.5 KM (0.95 MI) TO A PAVED CROSSROAD.
 ED2602'TURN LEFT SOUTH, ON COUNTY ROAD S-4-58 FOR 0.5 KM (0.3 MI) TO
 ED2602'COUNTY ROAD S-4-73 ON THE RIGHT.  CONTINUE SOUTH ON COUNTY ROAD
 ED2602'S-4-58 FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 ED2602'
 ED2602'THE STATION IS A STANDARD SCGS DISK
 ED2602'STAMPED---HORZ 4 004 1980---,
 ED2602'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 ED2602'FLUSH WITH GROUND.  IT IS LOCATED
 ED2602'48.2 METERS (158.1 FT) NORTH FROM THE CENTER OF METAL GATE
 ED2602'AT TOP OF GRADE,
 ED2602'21.3 METERS (69.9 FT) SOUTH FROM THE CENTER OF SOUTH 1 OF 2 DRIVEWAYS
 ED2602'TO A TAN BRICK HOUSE,
 ED2602'6 METERS (19.7 FT) EAST FROM CENTER OF ROAD AND
 ED2602'2.4 METERS (8 FT) WEST FROM A METAL WITNESS POST IN FENCE LINE.
 ED2602'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2602'STAMPED---HORZ 4 004 1980---,
 ED2602'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2602'
 ED2602'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2602'STAMPED---AZ MK 4 004 1980---,
 ED2602'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2602'FLUSH WITH GROUND.  IT IS LOCATED
 ED2602'6.5 METERS (21.3 FT) WEST FROM THE CENTER OF ROAD S-4-57,
 ED2602'5.6 METERS (18.4 FT) SOUTH FROM THE CENTER OF A GRAVEL
 ED2602'AND CEMENT DRIVEWAY,
 ED2602'2.2 METERS (7.2 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 ED2602'2 METERS (6.6 FT) SOUTHEAST FROM A FENCE POST.
 ED2602'
 ED2602'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST ON ROAD
 ED2602'S-4-58 FOR 0.5 KM (0.3 MI) TO A NARROW ROAD LEFT AND THE
 ED2602'AZIMUTH MARK ON THE RIGHT.
 ED2602'
 ED2602'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2602'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2602
 ED2602                          STATION RECOVERY (1980)
 ED2602
 ED2602'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2602'RECOVERED IN GOOD CONDITION.
 ED2602
 ED2602                          STATION RECOVERY (1992)
 ED2602
 ED2602'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2602'STATION IS LOCATED 10.6 MILES NORTH OF ANDERSON, 8.0 MILES EAST OF
 ED2602'PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED2602'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2602'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2602'STATE HIGHWAY 81, 9.25 MILES NORTHEAST OF ANDERSON, GO NORTH NORTHEAST
 ED2602'ON HIGHWAY 81 FOR 2.1 MILES TO THE JUNCTION OF STATE ROAD 57 (SIX AND
 ED2602'TWENTY ROAD), TURN LEFT ON ROAD 57 FOR 2.95 MILES TO THE JUNCTION OF
 ED2602'STATE ROAD 58 (FIVE FORKS ROAD), TURN LEFT ON ROAD 58 FOR 0.3 MILE TO
 ED2602'TO THE JUNCTION OF STATE ROAD 73, CONTINUE ON ROAD 58 FOR 0.15 MILE TO
 ED2602'THE STATION ON THE LEFT NEAR A FENCE LINE.
 ED2602'STATION IS CONCRETE POST RECESSED 1 INCH AND 0.5 FOOT BELOW THE ROAD,
 ED2602'19.5 FT SOUTHEAST OF THE CENTER OF THE ROAD, 62.1 FEET SOUTHWEST OF
 ED2602'THE SOUTHWEST END OF A 15-INCH CONCRETE PIPE CULVERT BENEATH THE
 ED2602'SOUTHWEST DRIVE TO A TAN BRICK HOUSE, 48.0 FT SOUTHWEST OF A FENCE
 ED2602'CORNER POST WITH A SCGS REFERENCE WASHER ATTACHED, 7.9 FT NORTHWEST
 ED2602'OF A WITNESS POST AT THE FENCE LINE.
 ED2602'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 004 AZ MK.
 ED2602'RECOVERED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2598 ***********************************************************************
 ED2598  DESIGNATION -  4 004 AZ MK
 ED2598  PID         -  ED2598
 ED2598  STATE/COUNTY-  SC/ANDERSON
 ED2598  USGS QUAD   -  FIVE FORKS (1983)
 ED2598
 ED2598                         *CURRENT SURVEY CONTROL
 ED2598  ___________________________________________________________________
 ED2598* NAD 83(2001)-  34 39 40.29293(N)    082 38 50.36884(W)     ADJUSTED  
 ED2598* NAVD 88     -       270.0    (meters)     886.     (feet)  VERTCON   
 ED2598  ___________________________________________________________________
 ED2598  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 ED2598  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 ED2598
 ED2598  HORZ ORDER  -  SECOND
 ED2598
 ED2598.The horizontal coordinates were established by classical geodetic methods
 ED2598.and adjusted by the National Geodetic Survey in March 2004..
 ED2598
 ED2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2598
 ED2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2598
 ED2598.The geoid height was determined by GEOID03.
 ED2598
 ED2598;                    North         East     Units Scale Factor Converg.
 ED2598;SPC SC       -   314,813.514   458,616.471   MT  0.99994337   -0 54 47.8
 ED2598;SPC SC       - 1,032,852.74  1,504,647.21   iFT  0.99994337   -0 54 47.8
 ED2598;UTM  17      - 3,836,705.940   349,054.520   MT  0.99988083   -0 56 13.4
 ED2598
 ED2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2598!SPC SC       -   0.99996246  x   0.99994337  =   0.99990583
 ED2598!UTM  17      -   0.99996246  x   0.99988083  =   0.99984329
 ED2598
 ED2598                          SUPERSEDED SURVEY CONTROL
 ED2598
 ED2598  NAD 83(1986)-  34 39 40.29978(N)    082 38 50.36736(W) AD(       ) 2
 ED2598  NAD 27      -  34 39 39.89647(N)    082 38 50.87826(W) AD(       ) 2
 ED2598  NGVD 29 (07/19/86)  270.1    (m)          886.     (f) VERT ANG       
 ED2598
 ED2598.Superseded values are not recommended for survey control.
 ED2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2598.See file dsdata.txt to determine how the superseded data were derived.
 ED2598
 ED2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4905536706(NAD 83)
 ED2598_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2598_SP_SET: CONCRETE POST
 ED2598_STAMPING: AZ MK 4 004 1980
 ED2598_MARK LOGO: SCGS  
 ED2598_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2598+STABILITY: SURFACE MOTION
 ED2598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2598+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 ED2598
 ED2598  HISTORY     - Date     Condition        Report By
 ED2598  HISTORY     - 1980     MONUMENTED       SCGS
 ED2598  HISTORY     - 1980     GOOD             SCGS
 ED2598  HISTORY     - 19920211 GOOD             SCGS
 ED2598
 ED2598                          STATION DESCRIPTION
 ED2598
 ED2598'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2598'THE STATION IS LOCATED ABOUT 17.5 KM (11 MI) WEST OF PELZER, 14 KM
 ED2598'(8.8 MI) SOUTH-SOUTHEAST OF LIBERTY, 13 KM (8 MI) SOUTHEAST
 ED2598'OF CENTRAL, 13 KM (8 MI) WEST-NORTHWEST OF WILLIAMSTON AND
 ED2598'ON HIGHWAY RIGHT-OF-WAY.
 ED2598'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2598'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2598'
 ED2598'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED2598'STATE HIGHWAY 81, ABOUT 8 KM (5 MI) NORTH OF ANDERSON.  GO
 ED2598'NORTH ON HIGHWAY 81 FOR 2.7 KM (1.7 MI) TO A FORK AT THE PIERCETOWN
 ED2598'FIRE DEPARTMENT.  KEEP LEFT ON FIRE TOWER ROAD FOR 0.7 KM
 ED2598'(0.45 MI) TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST ON STATE
 ED2598'HIGHWAY 57 FOR 2.6 KM (1.6 MI) TO A REVERSE FORK.  CONTINUE ON
 ED2598'HIGHWAY 57 FOR 1.5 KM (0.95 MI) TO A PAVED CROSSROAD.  TURN
 ED2598'LEFT AND GO SOUTHWEST ON STATE HIGHWAY 58 FOR 0.5 KM (0.3 MI) TO
 ED2598'STATE HIGHWAY 73 ON THE RIGHT.  CONTINUE SOUTHWEST ON HIGHWAY 58
 ED2598'FOR 0.3 KM (0.2 MI) TO STATION 4 004 SCGS ON THE LEFT.  CONTINUE
 ED2598'AHEAD FOR 0.5 KM (0.3 MI) TO A NARROW ROAD LEFT AND THE STATION
 ED2598'ON THE RIGHT.
 ED2598'
 ED2598'THE STATION IS A STANDARD SCGS DISK
 ED2598'STAMPED---AZ MK 4 004 1980---,
 ED2598'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2598'FLUSH WITH GROUND.  IT IS LOCATED
 ED2598'6.5 METERS (21.3 FT) WEST FROM THE CENTER OF STATE HIGHWAY 57,
 ED2598'5.6 METERS (18.4 FT) SOUTH FROM THE CENTER OF A GRAVEL AND
 ED2598'CEMENT DRIVEWAY.
 ED2598'2.2 METERS (7.2 FT) SOUTHEAST FROM A FENCE POST AND
 ED2598'2.0 METERS (6.6 FT) SOUTHEAST FROM A METAL WITNESS POST.
 ED2598'
 ED2598'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2598'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2598
 ED2598                          STATION RECOVERY (1980)
 ED2598
 ED2598'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2598'RECOVERED IN GOOD CONDITION.
 ED2598
 ED2598                          STATION RECOVERY (1992)
 ED2598
 ED2598'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2598'STATION IS LOCATED 10.55 MILES NORTH OF ANDERSON, 7.85 MILES EAST OF
 ED2598'PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED2598'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2598'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2598'STATE HIGHWAY 81, 9.25 MILES NORTHEAST OF ANDERSON, GO NORTH NORTHEAST
 ED2598'ON HIGHWAY 81 FOR 2.1 MILES TO THE JUNCTION OF STATE ROAD 57 (SIX AND
 ED2598'TWENTY ROAD), TURN LEFT ON ROAD 57 FOR 2.95 MILES TO THE JUNCTION OF
 ED2598'STATE ROAD 58 (FIVE FORKS ROAD), TURN LEFT ON ROAD 58 FOR 0.3 MILE TO
 ED2598'TO THE JUNCTION OF STATE ROAD 73, CONTINUE ON ROAD 58 FOR 0.45 MILE TO
 ED2598'THE STATION ON THE RIGHT NEAR THE END POST OF A FENCE BORDERING A
 ED2598'CONCRETE DRIVEWAY TO A BRICK HOUSE.
 ED2598'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE THE
 ED2598'ROAD, 6.5 FT SOUTH OF THE END FENCE POST, 20.6 FT NORTHWEST OF THE
 ED2598'CENTER OF THE ROAD, 2.5 FT SOUTHWEST OF THE EXTENDED CENTER OF A
 ED2598'PAVED ROAD LEADING SOUTHEAST, 40.1 FT EAST OF A POWER POLE NUMBER
 ED2598'1041 WITH TWO TRANSFORMERS AND A GUY WIRE, 18.2 FT SOUTH OF THE
 ED2598'SOUTH CORNER OF THE CONCRETE DRIVEWAY, 5.8 FT SOUTH OF A WITNESS
 ED2598'POST.
 ED2598'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 004.
 ED2598'RECOVERED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2554 ***********************************************************************
 ED2554  DESIGNATION -  4 005
 ED2554  PID         -  ED2554
 ED2554  STATE/COUNTY-  SC/ANDERSON
 ED2554  USGS QUAD   -  PIERCETOWN (1983)
 ED2554
 ED2554                         *CURRENT SURVEY CONTROL
 ED2554  ___________________________________________________________________
 ED2554* NAD 83(2001)-  34 44 38.27098(N)    082 31 22.40350(W)     ADJUSTED  
 ED2554* NAVD 88     -       287.9    (meters)     945.     (feet)  VERTCON   
 ED2554  ___________________________________________________________________
 ED2554  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 ED2554  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED2554
 ED2554  HORZ ORDER  -  SECOND
 ED2554
 ED2554.The horizontal coordinates were established by classical geodetic methods
 ED2554.and adjusted by the National Geodetic Survey in March 2004..
 ED2554
 ED2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2554
 ED2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2554
 ED2554.The geoid height was determined by GEOID03.
 ED2554
 ED2554;                    North         East     Units Scale Factor Converg.
 ED2554;SPC SC       -   323,819.478   470,155.829   MT  0.99996946   -0 50 39.4
 ED2554;SPC SC       - 1,062,399.86  1,542,506.00   iFT  0.99996946   -0 50 39.4
 ED2554;UTM  17      - 3,845,706.245   360,596.505   MT  0.99983952   -0 52 05.0
 ED2554
 ED2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2554!SPC SC       -   0.99995967  x   0.99996946  =   0.99992913
 ED2554!UTM  17      -   0.99995967  x   0.99983952  =   0.99979920
 ED2554
 ED2554:                Primary Azimuth Mark                     Grid Az
 ED2554:SPC SC       -  4 005 AZ MK                              317 26 54.4
 ED2554:UTM  17      -  4 005 AZ MK                              317 28 20.0
 ED2554
 ED2554|---------------------------------------------------------------------|
 ED2554| PID    Reference Object                     Distance      Geod. Az  |
 ED2554|                                                           dddmmss.s |
 ED2554| ED2555 4 005 AZ MK                         434.111 METERS 3163615.0 |
 ED2554|---------------------------------------------------------------------|
 ED2554
 ED2554                          SUPERSEDED SURVEY CONTROL
 ED2554
 ED2554  NAD 83(1986)-  34 44 38.27833(N)    082 31 22.40326(W) AD(       ) 2
 ED2554  NAD 27      -  34 44 37.85360(N)    082 31 22.93485(W) AD(       ) 2
 ED2554  NGVD 29 (07/19/86)  288.0    (m)          945.     (f) VERT ANG       
 ED2554
 ED2554.Superseded values are not recommended for survey control.
 ED2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2554.See file dsdata.txt to determine how the superseded data were derived.
 ED2554
 ED2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6059745706(NAD 83)
 ED2554_MARKER: DD = SURVEY DISK
 ED2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2554_SP_SET: CONCRETE POST
 ED2554_STAMPING: HORZ 4 005 1980
 ED2554_MARK LOGO: SCGS  
 ED2554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2554+STABILITY: SURFACE MOTION
 ED2554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2554+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 ED2554
 ED2554  HISTORY     - Date     Condition        Report By
 ED2554  HISTORY     - 1980     MONUMENTED       SCGS
 ED2554  HISTORY     - 1980     GOOD             SCGS
 ED2554  HISTORY     - 19920211 GOOD             SCGS
 ED2554  HISTORY     - 20000815 GOOD             SCGS
 ED2554
 ED2554                          STATION DESCRIPTION
 ED2554
 ED2554'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2554'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) SOUTHWEST OF POWDERSVILLE,
 ED2554'3.2 KM (2 MI) WEST OF INTERSTATE HIGHWAY 85, 0.5 KM
 ED2554'(0.2 MI) SOUTH OF STATE HIGHWAY 81 AND AT THE END OF A PRIVATE ROAD.
 ED2554'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2554'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2554'
 ED2554'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81 AND
 ED2554'153 IN POWDERSVILLE.  GO SOUTH ON STATE HIGHWAY 81 FOR 1.8 KM
 ED2554'(1.1 MI) TO THE POWDERSVILLE FIRE DEPARTMENT ON THE LEFT.
 ED2554'CONTINUE AHEAD FOR 2.7 KM (1.7 MI) TO THE BRIDGE OVER BUSHY CREEK.
 ED2554'CONTINUE ON HIGHWAY 81 FOR 3.4 KM (2.1 MI) TO A PAVED ROAD LEFT.
 ED2554'TURN LEFT, GOING SOUTH UPHILL FOR 0.1 KM (0.05 MI) TO A PAVED
 ED2554'ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO
 ED2554'EAST FOR 0.4 KM (0.25 MI) TO THE END OF THE ROAD AND THE STATION
 ED2554'ON THE LEFT.
 ED2554'
 ED2554'THE STATION IS A STANDARD SCGS DISK
 ED2554'STAMPED---HORZ 4 005 1980---,
 ED2554'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2554'FLUSH WITH GROUND.  IT IS LOCATED
 ED2554'15.8 METERS (51.8 FT) NORTHWEST FROM THE CENTER OF A METAL GATE,
 ED2554'8.8 METERS (28.9 FT) NORTHWEST FROM A 60 CM OAK TREE,
 ED2554'4.3 METERS (14.1 FT) NORTHEAST FROM THE CENTER OF A
 ED2554'PAVED ROAD AND
 ED2554'1.2 METERS (3.9 FT) SOUTH FROM A METAL WITNESS POST.
 ED2554'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2554'STAMPED---HORZ 4 005 1980---,
 ED2554'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2554'
 ED2554'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2554'STAMPED---AZ MK 4 005 1980---,
 ED2554'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2554'FLUSH WITH GROUND.  IT IS LOCATED
 ED2554'25.3 METERS (83.0 FT) NORTHWEST FROM A UTILITY POLE,
 ED2554'6.9 METERS (22.6 FT) WEST FROM THE CENTER OF A PAVED ROAD AND
 ED2554'1.0 METERS (3.3 FT) NORTH FROM A METAL WITNESS POST.
 ED2554'
 ED2554'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2554'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2554
 ED2554                          STATION RECOVERY (1980)
 ED2554
 ED2554'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2554'RECOVERED IN GOOD CONDITION.
 ED2554
 ED2554                          STATION RECOVERY (1992)
 ED2554
 ED2554'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2554'STATION IS LOCATED 7.55 MILES SOUTHEAST OF EASLEY, 10.45
 ED2554'MILES SOUTHWEST
 ED2554'OF GREENVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED2554'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2554'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81 AND 86,
 ED2554'7.3 MILES SOUTHEAST OF EASLEY, GO NORTH NORTHEAST ON HIGHWAY 81 FOR
 ED2554'1.45 MILES TO A PAVED ROAD RIGHT (MOUNTAIN SPRINGS ROAD), TURN RIGHT
 ED2554'ON THE PAVED ROAD FOR 0.1 MILE TO A PAVED ROAD LEFT (PASTURE ROAD),
 ED2554'TURN LEFT ON THE PAVED ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT
 ED2554'NEAR A FENCE LINE, JUST BEFORE THE END OF THE ROAD.
 ED2554'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2554'ROAD, 15.5 FT EAST NORTHEAST OF THE CENTER OF THE ROAD, 127.0 FEET
 ED2554'NORTHEAST OF THE EAST CORNER OF THE GARAGE PART OF A BRICK HOME, 75.6
 ED2554'FT NORTHEAST OF A 10-INCH MAGNOLIA TREE, 1.9 FT WEST SOUTHWEST OF A
 ED2554'FENCE LINE, 4.0 FT SOUTH OF A WITNESS POST.
 ED2554'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 005 AZ MK.
 ED2554'RECOVERED BY D.D. WOODS.
 ED2554
 ED2554                          STATION RECOVERY (2000)
 ED2554
 ED2554'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2554'STATION IS LOCATED 4.9 MILES (7.9 KM) NORTHWEST OF PIEDMONT, 18.1
 ED2554'MILES (29.1 KM) NORTHEAST OF ANDERSON.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2554'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2554'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2554'HIGHWAYS 81 AND 86, 7.0 MILES (11.3 KM) SOUTHEAST OF EASLEY, GO
 ED2554'NORTHEAST ON HIGHWAY 81 FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF
 ED2554'MOUNTAIN SPRINGS ROAD, TURN RIGHT ON MOUNTAIN SPRINGS ROAD FOR 0.1
 ED2554'MILE (0.2 KM) TO THE JUNCTION OF PASTURE ROAD, TURN LEFT ON PASTURE
 ED2554'ROAD FOR 2.0 MILES (3.2 KM) TO THE STATION ON THE LEFT NEAR A WIRE
 ED2554'FENCE LINE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED2554'LEVEL WITH PASTURE ROAD, 15.8 FEET (4.8 M) EAST NORTHEAST OF THE
 ED2554'CENTER OF THE ROAD, 1.8 FEET (0.5 M) WEST SOUTHWEST OF A WIRE FENCE
 ED2554'LINE, 31.3 FEET (9.5 M) SOUTHEAST OF A WOODEN FENCE CORNER POST WITH A
 ED2554'SCGS REFERENCE WASHER ATTACHED, 42.8 FEET (13.0 M) NORTH NORTHWEST OF
 ED2554'A WOODEN GATE POST, 4.2 FEET (1.3 M) SOUTH OF A WITNESS POST.
 ED2554'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 005 AZ MK.
 ED2554'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2555 ***********************************************************************
 ED2555  DESIGNATION -  4 005 AZ MK
 ED2555  PID         -  ED2555
 ED2555  STATE/COUNTY-  SC/ANDERSON
 ED2555  USGS QUAD   -  PIERCETOWN (1983)
 ED2555
 ED2555                         *CURRENT SURVEY CONTROL
 ED2555  ___________________________________________________________________
 ED2555* NAD 83(2001)-  34 44 48.50709(N)    082 31 34.12913(W)     ADJUSTED  
 ED2555* NAVD 88     -       290.0    (meters)     951.     (feet)  VERTCON   
 ED2555  ___________________________________________________________________
 ED2555  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ED2555  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED2555
 ED2555  HORZ ORDER  -  SECOND
 ED2555
 ED2555.The horizontal coordinates were established by classical geodetic methods
 ED2555.and adjusted by the National Geodetic Survey in March 2004..
 ED2555
 ED2555.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2555
 ED2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2555
 ED2555.The geoid height was determined by GEOID03.
 ED2555
 ED2555;                    North         East     Units Scale Factor Converg.
 ED2555;SPC SC       -   324,139.265   469,862.269   MT  0.99997040   -0 50 45.9
 ED2555;SPC SC       - 1,063,449.03  1,541,542.88   iFT  0.99997040   -0 50 45.9
 ED2555;UTM  17      - 3,846,026.112   360,303.115   MT  0.99984053   -0 52 11.9
 ED2555
 ED2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2555!SPC SC       -   0.99995934  x   0.99997040  =   0.99992974
 ED2555!UTM  17      -   0.99995934  x   0.99984053  =   0.99979988
 ED2555
 ED2555:                Primary Azimuth Mark                     Grid Az
 ED2555:SPC SC       -  4 005                                    137 26 54.3
 ED2555:UTM  17      -  4 005                                    137 28 20.3
 ED2555
 ED2555|---------------------------------------------------------------------|
 ED2555| PID    Reference Object                     Distance      Geod. Az  |
 ED2555|                                                           dddmmss.s |
 ED2555| ED2554 4 005                               434.111 METERS 1363608.4 |
 ED2555|---------------------------------------------------------------------|
 ED2555
 ED2555                          SUPERSEDED SURVEY CONTROL
 ED2555
 ED2555  NAD 83(1986)-  34 44 48.51441(N)    082 31 34.12895(W) AD(       ) 2
 ED2555  NAD 27      -  34 44 48.08986(N)    082 31 34.66021(W) AD(       ) 2
 ED2555  NGVD 29 (07/19/86)  290.1    (m)          952.     (f) VERT ANG       
 ED2555
 ED2555.Superseded values are not recommended for survey control.
 ED2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2555.See file dsdata.txt to determine how the superseded data were derived.
 ED2555
 ED2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6030346026(NAD 83)
 ED2555_MARKER: DD = SURVEY DISK
 ED2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2555_SP_SET: CONCRETE POST
 ED2555_STAMPING: AZ MK 4 005 1980
 ED2555_MARK LOGO: SCGS  
 ED2555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2555+STABILITY: SURFACE MOTION
 ED2555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2555+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 ED2555
 ED2555  HISTORY     - Date     Condition        Report By
 ED2555  HISTORY     - 1980     MONUMENTED       SCGS
 ED2555  HISTORY     - 1980     GOOD             SCGS
 ED2555  HISTORY     - 19920211 GOOD             SCGS
 ED2555  HISTORY     - 20000815 GOOD             SCGS
 ED2555
 ED2555                          STATION DESCRIPTION
 ED2555
 ED2555'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2555'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) SOUTHWEST OF POWDERSVILLE,
 ED2555'3.2 KM (2 MI) WEST OF INTERSTATE HIGHWAY 85, 0.5 KM
 ED2555'(0.2 MI) SOUTH OF STATE
 ED2555'HIGHWAY 8 AND AT THE END OF A PRIVATE ROAD.
 ED2555'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2555'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2555'
 ED2555'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81 AND
 ED2555'153 IN POWDERSVILLE.  GO SOUTH ON STATE HIGHWAY 81 FOR 1.8 KM
 ED2555'(1.1 MI) TO THE POWDERSVILLE FIRE DEPARTMENT ON THE LEFT.
 ED2555'CONTINUE AHEAD FOR 2.7 KM (1.7 MI) TO THE BRIDGE OVER BUSHY
 ED2555'CREEK.  CONTINUE AHEAD FOR 3.4 KM (2.1 MI) TO A PAVED ROAD
 ED2555'LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO THE AZIMUTH
 ED2555'ON THE RIGHT.
 ED2555'
 ED2555'THE STATION IS A STANDARD SCGS DISK
 ED2555'STAMPED---AZ MK 4 005 1980---,
 ED2555'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2555'FLUSH WITH GROUND.  IT IS LOCATED
 ED2555'25.3 METERS (83.0 FT) NORTHWEST FROM A UTILITY POLE,
 ED2555'6.9 METERS (22.6 FT) WEST FROM THE CENTER OF A PAVED ROAD,
 ED2555'1.0 METERS (3.3 FT) NORTH FROM A METAL WITNESS POST AND
 ED2555'ABOUT 0.3 METER HIGHER THAN THE ROAD.
 ED2555'
 ED2555'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2555'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2555
 ED2555                          STATION RECOVERY (1980)
 ED2555
 ED2555'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2555'RECOVERED IN GOOD CONDITION.
 ED2555
 ED2555                          STATION RECOVERY (1992)
 ED2555
 ED2555'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2555'STATION IS LOCATED 7.25 MILES SOUTHEAST OF EASLEY, 10.5
 ED2555'MILES SOUTHWEST
 ED2555'OF GREENVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED2555'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2555'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81 AND 86,
 ED2555'7.3 MILES SOUTHEAST OF EASLEY, GO NORTH NORTHEAST ON HIGHWAY 81 FOR
 ED2555'1.45 MILES TO A PAVED ROAD RIGHT (MOUNTAIN SPRINGS ROAD), TURN RIGHT
 ED2555'ON THE PAVED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT AT THE
 ED2555'WOODS LINE.
 ED2555'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE THE
 ED2555'ROAD, 7.2 FT SOUTH SOUTHWEST OF A 13-INCH OAK TREE WITH A SCGS
 ED2555'REFERENCE WASHER ATTACHED, 8.6 FT EAST OF A 14-INCH PECAN TREE WITH
 ED2555'A SCGS REFERENCE WASHER ATTACHED, 22.5 FT WEST NORTHWEST OF THE
 ED2555'CENTER OF THE ROAD, 2.9 FT NORTH NORTHEAST OF A WITNESS POST.
 ED2555'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 005.
 ED2555'RECOVERED BY D.D. WOODS.
 ED2555
 ED2555                          STATION RECOVERY (2000)
 ED2555
 ED2555'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2555'STATION IS LOCATED 4.7 MILES (7.6 KM) NORTHWEST OF PIEDMONT, 18.1
 ED2555'MILES (29.1 KM) NORTH NORTHEAST OF ANDERSON.  OWNERSHIP--SCDOT,
 ED2555'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2555'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED2555'HIGHWAYS 81 AND 86, 7.0 MILES (11.3 KM) SOUTHEAST OF EASLEY, GO
 ED2555'NORTHEAST ON HIGHWAY 81 FOR 1.4 MILES (2.3 KM) TO THE JUNCTION OF
 ED2555'MOUNTAIN SPRINGS ROAD, TURN RIGHT ON MOUNTAIN SPRINGS ROAD FOR 0.05
 ED2555'MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A 1.0-FOOT OAK TREE.
 ED2555'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M)
 ED2555'ABOVE THE ROAD, 22.9 FEET (7.0 M) WEST NORTHWEST OF THE CENTER OF THE
 ED2555'ROAD, 7.4 FEET (2.3 M) SOUTH SOUTHWEST OF A 1.0-FOOT OAK TREE WITH A
 ED2555'SCGS REFERENCE WASHER ATTACHED, 8.6 FEET (2.6 M) EAST OF A 1.0-FOOT
 ED2555'ELM TREE WITH A SCGS REFERENCE WASHER ATTACHED, 3.0 FEET (0.9 M) NORTH
 ED2555'NORTHEAST OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE WITH
 ED2555'SURVEY STATION 4 005.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2594 ***********************************************************************
 ED2594  DESIGNATION -  4 006
 ED2594  PID         -  ED2594
 ED2594  STATE/COUNTY-  SC/ANDERSON
 ED2594  USGS QUAD   -  ANDERSON NORTH (1983)
 ED2594
 ED2594                         *CURRENT SURVEY CONTROL
 ED2594  ___________________________________________________________________
 ED2594* NAD 83(2001)-  34 37 18.39019(N)    082 43 33.64943(W)     ADJUSTED  
 ED2594* NAVD 88     -       262.3    (meters)     861.     (feet)  VERTCON   
 ED2594  ___________________________________________________________________
 ED2594  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 ED2594  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ED2594
 ED2594  HORZ ORDER  -  SECOND
 ED2594
 ED2594.The horizontal coordinates were established by classical geodetic methods
 ED2594.and adjusted by the National Geodetic Survey in March 2004..
 ED2594
 ED2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2594
 ED2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2594
 ED2594.The geoid height was determined by GEOID03.
 ED2594
 ED2594;                    North         East     Units Scale Factor Converg.
 ED2594;SPC SC       -   310,559.368   451,331.956   MT  0.99993168   -0 57 24.8
 ED2594;SPC SC       - 1,018,895.56  1,480,747.89   iFT  0.99993168   -0 57 24.8
 ED2594;UTM  17      - 3,832,455.011   341,768.546   MT  0.99990860   -0 58 51.1
 ED2594
 ED2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2594!SPC SC       -   0.99996366  x   0.99993168  =   0.99989534
 ED2594!UTM  17      -   0.99996366  x   0.99990860  =   0.99987226
 ED2594
 ED2594:                Primary Azimuth Mark                     Grid Az
 ED2594:SPC SC       -  LA FRANCE GERRISH MILL TK                273 50 10.5
 ED2594:UTM  17      -  LA FRANCE GERRISH MILL TK                273 51 36.8
 ED2594
 ED2594|---------------------------------------------------------------------|
 ED2594| PID    Reference Object                     Distance      Geod. Az  |
 ED2594|                                                           dddmmss.s |
 ED2594| ED2624 LA FRANCE GERRISH MILL TK           APPROX. 5.6 KM 2725245.7 |
 ED2594| ED2601 4 006 AZ MK                         APPROX. 1.2 KM 2883813.5 |
 ED2594|---------------------------------------------------------------------|
 ED2594
 ED2594                          SUPERSEDED SURVEY CONTROL
 ED2594
 ED2594  NAD 83(1986)-  34 37 18.39867(N)    082 43 33.64940(W) AD(       ) 2
 ED2594  NAD 83(1986)-  34 37 18.39736(N)    082 43 33.64813(W) AD(       ) 2
 ED2594  NAD 27      -  34 37 18.02514(N)    082 43 34.14489(W) AD(       ) 2
 ED2594  NGVD 29 (07/19/86)  262.4    (m)          861.     (f) VERT ANG       
 ED2594
 ED2594.Superseded values are not recommended for survey control.
 ED2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2594.See file dsdata.txt to determine how the superseded data were derived.
 ED2594
 ED2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4176932455(NAD 83)
 ED2594_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2594_SP_SET: CONCRETE POST
 ED2594_STAMPING: HORZ 4 006 1980
 ED2594_MARK LOGO: SCGS  
 ED2594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2594+STABILITY: SURFACE MOTION
 ED2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2594+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 ED2594
 ED2594  HISTORY     - Date     Condition        Report By
 ED2594  HISTORY     - 1980     MONUMENTED       SCGS
 ED2594  HISTORY     - 1980     GOOD             SCGS
 ED2594  HISTORY     - 19920210 GOOD             SCGS
 ED2594  HISTORY     - 20050330 GOOD             USPSQD
 ED2594
 ED2594                          STATION DESCRIPTION
 ED2594
 ED2594'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2594'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHWEST OF
 ED2594'ANDERSON, 6.4 KM (4.0 MI) SOUTHEAST OF PENDLETON AND 3.2 KM (2.0 MI)
 ED2594'NORTHEAST OF SANDY SPRINGS, IN FRONT OF THE HOME OF JOSEPH
 ED2594'DOUTHIT, ALONG THE RIGHT-OF-WAY OF COUNTY ROAD S-4-29 AND
 ED2594'BEHIND THE GRANITE DESCRIBING THE HOME.
 ED2594'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2594'PO BOX 191, COLUMBIA SC 29203, PHONE 803 758 3414.
 ED2594'
 ED2594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76
 ED2594'AND COUNTY ROAD S-4-58 (SANDY SPRINGS ROAD) IN
 ED2594'SANDY SPRINGS.  GO EAST ON SANDY SPRINGS ROAD FOR 4.0 KM
 ED2594'(2.5 MI) TO THE JUNCTION WITH COUNTY ROAD S-4-29.  TURN LEFT AND
 ED2594'GO FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 ED2594'
 ED2594'THE STATION IS A STANDARD SCGS DISK
 ED2594'STAMPED---HORZ 4 006 1980---,
 ED2594'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2594'FLUSH WITH GROUND.  IT IS LOCATED
 ED2594'79.9 METERS (262.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 ED2594'THE JOSEPH DOUTHIT HOME,
 ED2594'23.4 METERS (76.9 FT) NORTHEAST FROM A POWER POLE WITH GUY WIRE,
 ED2594'14.7 METERS (48.2 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2594'COUNTY ROAD S-4-29 AND
 ED2594'1.2 METERS (4.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF A
 ED2594'GRANITE MONUMENT (JOSEPH P. DOUTHIT).
 ED2594'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2594'STAMPED---HORZ 4 006 1980---,
 ED2594'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2594'
 ED2594'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2594'STAMPED---AZ MK 4 006 1980---,
 ED2594'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2594'FLUSH WITH GROUND.  IT IS LOCATED
 ED2594'51.2 METERS (168.0 FT) EAST FROM THE FENCE CORNER,
 ED2594'28.0 METERS (91.7 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 ED2594'FORK OF COUNTY ROAD S-4-29,
 ED2594'14.05 METERS (46.1 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 ED2594'COUNTY ROAD S-4-29.
 ED2594'
 ED2594'TO REACH AZIMUTH MARK FROM THE STATION PROCEED AHEAD ON S-4-29
 ED2594'FOR 1.3 KM (0.8 MI) TO THE AZIMUTH MARK ON THE LEFT.
 ED2594'
 ED2594'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2594'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2594
 ED2594                          STATION RECOVERY (1980)
 ED2594
 ED2594'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2594'RECOVERED IN GOOD CONDITION.
 ED2594
 ED2594                          STATION RECOVERY (1992)
 ED2594
 ED2594'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2594'STATION IS LOCATED 9.25 MILES NORTH NORTHWEST OF ANDERSON, 3.85 MILES
 ED2594'SOUTHEAST OF PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2594'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2594'803-737-1350.
 ED2594'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85,
 ED2594'STATE HIGHWAY 28 AND U.S. HIGHWAY 76, 6.05 MILES NORTHWEST OF
 ED2594'ANDERSON, GO NORTH NORTHWEST ON HIGHWAY 28 AND 76 FOR 2.85 MILES TO
 ED2594'THE JUNCTION OF STATE ROAD 58 (SANDY SPRINGS ROAD), TURN RIGHT ON
 ED2594'ROAD 58 FOR 2.5 MILES TO THE JUNCTION OF STATE ROAD 29 (LEBANON ROAD),
 ED2594'TURN LEFT ON ROAD 29 FOR 0.2 MILE TO THE STATION ON THE RIGHT BEHIND A
 ED2594'GRANITE MONUMENT FOR JOSEPH B. DOUTHIT.
 ED2594'STATION IS CONCRETE POST RECESSED 1 INCH AND LEVEL WITH THE ROAD, 2.7
 ED2594'FT NORTHEAST OF THE BACK FACE OF THE MONUMENT, 48.0 FEET NORTHEAST OF
 ED2594'THE CENTER OF THE ROAD, 77.3 FT NORTHEAST OF A POWER POLE WITH TWO
 ED2594'GUY WIRES, 19.0 FT NORTHWEST OF AN 18-INCH PINE TREE WITH A SCGS
 ED2594'REFERENCE WASHER ATTACHED, 40.5 FT EAST OF THE NORTHWEST END OF A
 ED2594'20-INCH CONCRETE PIPE CULVERT BENEATH THE PULLOVER AREA FOR THE
 ED2594'MONUMENT.
 ED2594'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 006 AZ MK.
 ED2594'RECOVERED BY D.D. WOODS.
 ED2594
 ED2594                          STATION RECOVERY (2005)
 ED2594
 ED2594'RECOVERY NOTE BY US POWER SQUADRON 2005 (MAB)
 ED2594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2601 ***********************************************************************
 ED2601  DESIGNATION -  4 006 AZ MK
 ED2601  PID         -  ED2601
 ED2601  STATE/COUNTY-  SC/ANDERSON
 ED2601  USGS QUAD   -  FIVE FORKS (1983)
 ED2601
 ED2601                         *CURRENT SURVEY CONTROL
 ED2601  ___________________________________________________________________
 ED2601* NAD 83(2001)-  34 37 31.28722(N)    082 44 19.91875(W)     ADJUSTED  
 ED2601* NAVD 88     -       254.3    (meters)     834.     (feet)  GPS OBS   
 ED2601  ___________________________________________________________________
 ED2601  X           -     664,104.899 (meters)                     COMP
 ED2601  Y           -  -5,212,200.481 (meters)                     COMP
 ED2601  Z           -   3,603,870.805 (meters)                     COMP
 ED2601  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 ED2601  ELLIP HEIGHT-         223.50  (meters)          (12/20/99) GPS OBS
 ED2601  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ED2601
 ED2601  HORZ ORDER  -  FIRST
 ED2601  ELLP ORDER  -  FOURTH    CLASS I
 ED2601
 ED2601.The horizontal coordinates were established by GPS observations
 ED2601.and adjusted by the National Geodetic Survey in March 2004..
 ED2601
 ED2601.The orthometric height was determined by GPS observations and a
 ED2601.high-resolution geoid model.
 ED2601
 ED2601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2601
 ED2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2601
 ED2601.The ellipsoidal height was determined by GPS observations
 ED2601.and is referenced to NAD 83.
 ED2601
 ED2601.The geoid height was determined by GEOID03.
 ED2601
 ED2601;                    North         East     Units Scale Factor Converg.
 ED2601;SPC SC       -   310,976.462   450,160.226   MT  0.99993273   -0 57 50.5
 ED2601;SPC SC       - 1,020,263.98  1,476,903.63   iFT  0.99993273   -0 57 50.5
 ED2601;UTM  17      - 3,832,872.589   340,597.016   MT  0.99991319   -0 59 17.7
 ED2601
 ED2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2601!SPC SC       -   0.99996492  x   0.99993273  =   0.99989765
 ED2601!UTM  17      -   0.99996492  x   0.99991319  =   0.99987811
 ED2601
 ED2601:                Primary Azimuth Mark                     Grid Az
 ED2601:SPC SC       -  4 006                                    109 35 37.7
 ED2601:UTM  17      -  4 006                                    109 37 04.9
 ED2601
 ED2601|---------------------------------------------------------------------|
 ED2601| PID    Reference Object                     Distance      Geod. Az  |
 ED2601|                                                           dddmmss.s |
 ED2601| ED2594 4 006                               APPROX. 1.2 KM 1083747.2 |
 ED2601|---------------------------------------------------------------------|
 ED2601
 ED2601                          SUPERSEDED SURVEY CONTROL
 ED2601
 ED2601  NAD 83(1995)-  34 37 31.28730(N)    082 44 19.91875(W) AD(       ) 1
 ED2601  NAD 83(1986)-  34 37 31.29557(N)    082 44 19.91881(W) AD(       ) 1
 ED2601  NAD 83(1986)-  34 37 31.29443(N)    082 44 19.91740(W) AD(       ) 2
 ED2601  NAD 27      -  34 37 30.92363(N)    082 44 20.41241(W) AD(       ) 2
 ED2601  NGVD 29 (07/19/86)  254.6    (m)          835.     (f) VERT ANG       
 ED2601
 ED2601.Superseded values are not recommended for survey control.
 ED2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2601.See file dsdata.txt to determine how the superseded data were derived.
 ED2601
 ED2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4059732873(NAD 83)
 ED2601_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2601_SP_SET: CONCRETE POST
 ED2601_STAMPING: AZ MK 4 006 1980
 ED2601_MARK LOGO: SCGS  
 ED2601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2601+STABILITY: SURFACE MOTION
 ED2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2601+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 ED2601
 ED2601  HISTORY     - Date     Condition        Report By
 ED2601  HISTORY     - 1980     MONUMENTED       SCGS
 ED2601  HISTORY     - 1980     GOOD             SCGS
 ED2601  HISTORY     - 19921101 GOOD             NGS
 ED2601  HISTORY     - 20050330 GOOD             USPSQD
 ED2601
 ED2601                          STATION DESCRIPTION
 ED2601
 ED2601'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2601'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHWEST OF
 ED2601'ANDERSON, 6.4 KM (4.0 MI) SOUTHEAST OF PENDLTON AND
 ED2601'3.2 KM (2.0 MI) NORTHEAST OF SANDY SPRINGS, ALONG THE
 ED2601'SOUTH ROAD RIGHT-OF-WAY OF COUNTY ROAD S-4-29.
 ED2601'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2601'PO BOX 191, COLUMBIA SC, 29203, PHONE 803 758 3414.
 ED2601'
 ED2601'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 AND
 ED2601'COUNTY ROAD S-4-58 (SANDY SPRINGS ROAD) IN SANDY SPRINGS.  GO
 ED2601'EAST ON SANDY SPRINGS ROAD FOR 4.0 KM (2.5 MI) TO THE JUNCTION
 ED2601'WITH COUNTY ROAD S-4-29.  TURN LEFT AND GO 0.4 KM (0.25 MI)
 ED2601'TO THE HOME OF JOSEPH DOUTHIT AND STATION 4 006 SCGS ON THE RIGHT,
 ED2601'CONTINUE STRAIGHT ON COUNTY ROAD S-4-29 FOR 1.3 KM (0.8 MI)
 ED2601'TO THE STATION ON THE LEFT.
 ED2601'
 ED2601'THE STATION IS A STANDARD SCGS DISK
 ED2601'STAMPED---AZ MK 4 006 1980---,
 ED2601'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2601'FLUSH WITH GROUND.  IT IS LOCATED
 ED2601'28.0 METERS (91.7 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 ED2601'A FORK OF COUNTY ROAD S-4-29,
 ED2601'51.2 METERS (168 FT) EAST FROM A FENCE CORNER AND
 ED2601'14.05 METERS (46.1 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 ED2601'COUNTY ROAD S-4-29.
 ED2601'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2601'STAMPED---AZ MK 4 006 1980---,
 ED2601'SET IN AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE
 ED2601'SURFACE.
 ED2601'
 ED2601'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2601'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2601
 ED2601                          STATION RECOVERY (1980)
 ED2601
 ED2601'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2601'RECOVERED IN GOOD CONDITION.
 ED2601
 ED2601                          STATION RECOVERY (1992)
 ED2601
 ED2601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2601'STATION IS LOCATED 10.25 MILES (16.50 KM) NORTH NORTHWEST OF ANDERSON,
 ED2601'3.85 MILES (6.20 KM) SOUTHEAST OF PENDLETON. OWNERSHIP--SCDHPT,
 ED2601'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2601'803-737-1350.
 ED2601'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85,
 ED2601'STATE HIGHWAY 28 AND U.S. HIGHWAY 76, 6.05 MILES (9.74 KM) NORTHWEST
 ED2601'OF ANDERSON, GO NORTH NORTHWEST ON HIGHWAY 28 AND 76 FOR 2.85 MILES
 ED2601'(4.59 KM) TO THE JUNCTION OF STATE ROAD 58 (SANDY SPRINGS ROAD), TURN
 ED2601'RIGHT ON ROAD 58 FOR 2.5 MILES (4.0 KM) TO THE JUNCTION OF STATE ROAD
 ED2601'29 (LEBANON ROAD), TURN LEFT ON ROAD 29 FOR 1.0 MILE (1.6 KM) TO THE
 ED2601'STATION ON THE LEFT ON A HIGH CUT BANK ACROSS FROM A PAVED FORK
 ED2601'RIGHT.
 ED2601'STATION IS CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 7.0 FEET
 ED2601'(2.1 M) ABOVE THE ROAD, 46.1 FEET (14.1 M) SOUTH OF THE CENTER OF THE
 ED2601'ROAD, 231.0 FEET (70.4 M) WEST OF A POWER POLE NUMBER 9559 WITH GUY
 ED2601'WIRE, 190.5 FEET (58.1 M) SOUTHEAST OF A POWER POLE NUMBER 9560 WITH
 ED2601'A SCGS REFERENCE WASHER ATTACHED, 134.5 FEET (41.0 M) EAST OF A FENCE
 ED2601'CORNER WITH A SCGS REFERENCE WASHER ATTACHED, 9.0 FEET (2.7 M) WEST
 ED2601'OF THE EXTENDED CENTER OF THE PAVED FORK ROAD.
 ED2601'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 006.
 ED2601
 ED2601                          STATION RECOVERY (2005)
 ED2601
 ED2601'RECOVERY NOTE BY US POWER SQUADRON 2005 (MAB)
 ED2601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2636 ***********************************************************************
 ED2636  DESIGNATION -  4 007
 ED2636  PID         -  ED2636
 ED2636  STATE/COUNTY-  SC/ANDERSON
 ED2636  USGS QUAD   -  FAIR PLAY (1979)
 ED2636
 ED2636                         *CURRENT SURVEY CONTROL
 ED2636  ___________________________________________________________________
 ED2636* NAD 83(2001)-  34 30 20.70192(N)    082 57 48.22518(W)     ADJUSTED  
 ED2636* NAVD 88     -       245.2    (meters)     804.     (feet)  GPS OBS   
 ED2636  ___________________________________________________________________
 ED2636  X           -     644,595.704 (meters)                     COMP
 ED2636  Y           -  -5,222,227.050 (meters)                     COMP
 ED2636  Z           -   3,592,939.259 (meters)                     COMP
 ED2636  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 ED2636  ELLIP HEIGHT-         214.68  (meters)          (12/20/99) GPS OBS
 ED2636  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 ED2636
 ED2636  HORZ ORDER  -  FIRST
 ED2636  ELLP ORDER  -  FOURTH    CLASS I
 ED2636
 ED2636.The horizontal coordinates were established by GPS observations
 ED2636.and adjusted by the National Geodetic Survey in March 2004..
 ED2636
 ED2636.The orthometric height was determined by GPS observations and a
 ED2636.high-resolution geoid model.
 ED2636
 ED2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2636
 ED2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2636
 ED2636.The ellipsoidal height was determined by GPS observations
 ED2636.and is referenced to NAD 83.
 ED2636
 ED2636.The geoid height was determined by GEOID03.
 ED2636
 ED2636;                    North         East     Units Scale Factor Converg.
 ED2636;SPC SC       -   298,080.402   429,323.007   MT  0.99990005   -1 05 18.6
 ED2636;SPC SC       -   977,954.07  1,408,540.05   iFT  0.99990005   -1 05 18.6
 ED2636;SPC GA E     -   499,887.615   126,839.893   MT  0.99996595   -0 27 04.9
 ED2636;SPC GA E     - 1,640,047.95    416,140.55   sFT  0.99996595   -0 27 04.9
 ED2636;UTM  17      - 3,819,984.814   319,753.523   MT  1.00000047   -1 06 45.2
 ED2636
 ED2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2636!SPC SC       -   0.99996630  x   0.99990005  =   0.99986636
 ED2636!SPC GA E     -   0.99996630  x   0.99996595  =   0.99993225
 ED2636!UTM  17      -   0.99996630  x   1.00000047  =   0.99996677
 ED2636
 ED2636:                Primary Azimuth Mark                     Grid Az
 ED2636:SPC SC       -  4 007 AZ MK                              259 49 02.4
 ED2636:SPC GA E     -  4 007 AZ MK                              259 10 48.7
 ED2636:UTM  17      -  4 007 AZ MK                              259 50 29.0
 ED2636
 ED2636|---------------------------------------------------------------------|
 ED2636| PID    Reference Object                     Distance      Geod. Az  |
 ED2636|                                                           dddmmss.s |
 ED2636| ED2637 4 007 AZ MK                         APPROX. 1.5 KM 2584343.8 |
 ED2636|---------------------------------------------------------------------|
 ED2636
 ED2636                          SUPERSEDED SURVEY CONTROL
 ED2636
 ED2636  NAD 83(1995)-  34 30 20.70192(N)    082 57 48.22512(W) AD(       ) 1
 ED2636  NAD 83(1986)-  34 30 20.71066(N)    082 57 48.22474(W) AD(       ) 1
 ED2636  NAD 83(1986)-  34 30 20.71066(N)    082 57 48.22474(W) AD(       ) 2
 ED2636  NAD 27      -  34 30 20.34233(N)    082 57 48.69676(W) AD(       ) 2
 ED2636  NGVD 29 (07/19/86)  245.3    (m)          805.     (f) VERT ANG       
 ED2636
 ED2636.Superseded values are not recommended for survey control.
 ED2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2636.See file dsdata.txt to determine how the superseded data were derived.
 ED2636
 ED2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1975419985(NAD 83)
 ED2636_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2636_SP_SET: CONCRETE POST
 ED2636_STAMPING: HORZ 4 007 1980
 ED2636_MARK LOGO: SCGS  
 ED2636_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 ED2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2636+STABILITY: SURFACE MOTION
 ED2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2636+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 ED2636
 ED2636  HISTORY     - Date     Condition        Report By
 ED2636  HISTORY     - 1980     MONUMENTED       SCGS
 ED2636  HISTORY     - 1980     GOOD             SCGS
 ED2636  HISTORY     - 19921101 GOOD             NGS
 ED2636  HISTORY     - 20030322 GOOD             USPSQD
 ED2636
 ED2636                          STATION DESCRIPTION
 ED2636
 ED2636'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2636'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI) SOUTHWEST OF
 ED2636'CLEMSON, 12.1 KM (7.5 MI) SOUTHWEST FROM OAKWAY, 8.0 KM (5.0 MI)
 ED2636'EAST OF THE SOUTH CAROLINA-GEORGIA STATE LINE, AT THE SOUTHEAST
 ED2636'END OF AN OVERPASS OVER INTERSTATE HIGHWAY 85, AT EXIT 4.
 ED2636'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2636'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414.
 ED2636'
 ED2636'TO REACH THE STATION FROM INTERSTATE HIGHWAY 85 AT THE SOUTH
 ED2636'CAROLINA-GEORGIA STATE LINE, ABOUT 12.9 KM (8.0 MI)
 ED2636'SOUTH-SOUTHWEST OF OAKWAY.  GO EAST-NORTHEAST ON INTERSTATE
 ED2636'HIGHWAY 85 FOR 6.9 KM (4.3 MI) TO EXIT 4. TAKE EXIT 4, TURN LEFT
 ED2636'FOR 0.2 KM (0.1 MI) TO OVERPASS AND STATION ON THE RIGHT.
 ED2636'
 ED2636'THE STATION IS A STANDARD SCGS DISK
 ED2636'STAMPED---HORZ 4 007 1980---,
 ED2636'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2636'FLUSH WITH GROUND.  IT IS LOCATED
 ED2636'21.4 METERS (70.1 FT) SOUTHEAST FROM THE SOUTHEAST BRIDGE
 ED2636'ABUTMENT OVER INTERSTATE HIGHWAY 85,
 ED2636'5.9 METERS (19.4 FT) EAST-NORTHEAST FROM THE CENTER OF A PAVED
 ED2636'ROAD AND
 ED2636'1.4 METERS (4.5 FT) NORTH FROM A METAL WITNESS POST.
 ED2636'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2636'STAMPED---HORZ 4 007 I980---,
 ED2636'INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2636'
 ED2636'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2636'STAMPED---AZ MK 4 007 1980---,
 ED2636'AZIMUTH MARK IS SET IN A DRILLHOLE IN THE CURB OF THE OVERPASS.
 ED2636'IT IS LOCATED
 ED2636'13.9 METERS (45.8 FT) SOUTH FROM THE NORTHEAST ABUTMENT OF THE
 ED2636'OVERPASS,
 ED2636'5.4 METERS (17.7 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 ED2636'PAVED ROAD AND
 ED2636'0.6 METER (2.0 FT) WEST FROM THE EAST CEMENT RAIL OF THE BRIDGE.
 ED2636'
 ED2636'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH FOR 0.1 KM
 ED2636'(0.05 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW ROAD FOR
 ED2636'1.4 KM (0.85 MI), PASSING A TEXACO TRUCK STOP TO AN INTERSECTION.
 ED2636'TURN RIGHT AND GO WESTERLY FOR 0.4 KM (0.25 MI) TO THE AZIMUTH
 ED2636'MARK ON THE RIGHT AT THE NORTHEAST END OF AN OVERPASS.
 ED2636'
 ED2636'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2636'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2636
 ED2636                          STATION RECOVERY (1980)
 ED2636
 ED2636'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2636'RECOVERED IN GOOD CONDITION.
 ED2636
 ED2636                          STATION RECOVERY (1992)
 ED2636
 ED2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2636'STATION IS LOCATED BEHIND A GUARDRAIL AT THE EAST SOUTHEAST CORNER OF
 ED2636'THE JUNCTION OVERPASS OF INTERSTATE 85 AND STATE ROAD 23 (EXIT 4),
 ED2636'1.35 MILES (2.17 KM) EAST SOUTHEAST OF FAIR PLAY. OWNERSHIP--SCDHPT,
 ED2636'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2636'803-737-1350.
 ED2636'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD
 ED2636'23, 19.0 FEET (5.8 M) NORTHEAST OF THE CENTER OF THE ROAD, 67.8 FEET
 ED2636'(20.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WINGWALL AT THE
 ED2636'EAST SOUTHEAST CORNER OF THE OVERPASS, 3.7 FEET (1.1 M) EAST
 ED2636'SOUTHEAST OF A GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED,
 ED2636'4.4 FEET (1.3 M) NORTH OF A WITNESS POST.
 ED2636'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 007 AZ MK.
 ED2636
 ED2636                          STATION RECOVERY (2003)
 ED2636
 ED2636'RECOVERY NOTE BY US POWER SQUADRON 2003 (RSO)
 ED2636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2637 ***********************************************************************
 ED2637  DESIGNATION -  4 007 AZ MK
 ED2637  PID         -  ED2637
 ED2637  STATE/COUNTY-  SC/OCONEE
 ED2637  USGS QUAD   -  FAIR PLAY (1979)
 ED2637
 ED2637                         *CURRENT SURVEY CONTROL
 ED2637  ___________________________________________________________________
 ED2637* NAD 83(2001)-  34 30 11.33177(N)    082 58 44.99558(W)     ADJUSTED  
 ED2637* NAVD 88     -       249.5    (meters)     819.     (feet)  VERTCON   
 ED2637  ___________________________________________________________________
 ED2637  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 ED2637  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 ED2637
 ED2637  HORZ ORDER  -  SECOND
 ED2637
 ED2637.The horizontal coordinates were established by classical geodetic methods
 ED2637.and adjusted by the National Geodetic Survey in March 2004..
 ED2637
 ED2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2637
 ED2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2637
 ED2637.The geoid height was determined by GEOID03.
 ED2637
 ED2637;                    North         East     Units Scale Factor Converg.
 ED2637;SPC SC       -   297,819.368   427,869.711   MT  0.99989939   -1 05 50.1
 ED2637;SPC SC       -   977,097.66  1,403,772.02   iFT  0.99989939   -1 05 50.1
 ED2637;UTM  17      - 3,819,724.364   318,299.965   MT  1.00000695   -1 07 17.1
 ED2637
 ED2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2637!SPC SC       -   0.99996562  x   0.99989939  =   0.99986501
 ED2637!UTM  17      -   0.99996562  x   1.00000695  =   0.99997257
 ED2637
 ED2637                          SUPERSEDED SURVEY CONTROL
 ED2637
 ED2637  NAD 83(1986)-  34 30 11.34041(N)    082 58 44.99509(W) AD(       ) 2
 ED2637  NAD 27      -  34 30 10.97220(N)    082 58 45.46555(W) AD(       ) 2
 ED2637  NGVD 29 (07/19/86)  249.6    (m)          819.     (f) VERT ANG       
 ED2637
 ED2637.Superseded values are not recommended for survey control.
 ED2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2637.See file dsdata.txt to determine how the superseded data were derived.
 ED2637
 ED2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1830019724(NAD 83)
 ED2637_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2637_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ED2637+WITH SETTING: PAVEMENT
 ED2637_SP_SET: DECK OF BRIDGE
 ED2637_STAMPING: AZ MK 4 007 1980
 ED2637_MARK LOGO: SCGS  
 ED2637_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2637+STABILITY: SURFACE MOTION
 ED2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2637+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 ED2637
 ED2637  HISTORY     - Date     Condition        Report By
 ED2637  HISTORY     - 1980     MONUMENTED       SCGS
 ED2637  HISTORY     - 1980     GOOD             SCGS
 ED2637  HISTORY     - 19920218 GOOD             SCGS
 ED2637  HISTORY     - 20030322 GOOD             USPSQD
 ED2637
 ED2637                          STATION DESCRIPTION
 ED2637
 ED2637'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2637'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI) SOUTHWEST OF
 ED2637'CLEMSON, 12.1 KM (7.5 MI) SOUTHEAST OF OAKWAY, 8.0 KM (5.0 MI)
 ED2637'EAST OF THE SOUTH CAROLINA-GEORGIA STATE LINE, AT THE EAST END
 ED2637'OF OVERPASS OVER INTERSTATE HIGHWAY 85, HAS NO INTERCHANGE.
 ED2637'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2637'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414.
 ED2637'
 ED2637'TO REACH THE STATION FROM THE APPROXIMATE CENTER OF THE EXIT 4
 ED2637'OVERPASS OVER INTERSTATE HIGHWAY 85.  GO SOUTH FOR 0.1 KM (0.05 MI)
 ED2637'TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW ROAD FOR 1.4 KM
 ED2637'(0.85 MI), PASSING A TEXACO TRUCK STOP TO AN INTERSECTION.  TURN
 ED2637'RIGHT AND GO WESTERLY FOR 0.4 KM (0.25 MI) TO THE STATION ON THE
 ED2637'RIGHT, AT THE NORTHEAST END OF AN OVERPASS.
 ED2637'
 ED2637'THE STATION IS A STANDARD SCGS DISK
 ED2637'STAMPED---AZ MK  4 007 1980---,
 ED2637'IT IS CEMENTED IN A DRILL HOLE IN THE CURB OF OVERPASS.
 ED2637'FLUSH WITH GROUND.  IT IS LOCATED
 ED2637'13.9 METERS (45.8 FT) SOUTH FROM THE NORTHEAST ABUTMENT OF THE
 ED2637'OVERPASS OVER INTERSTATE HIGHWAY 85,
 ED2637'5.4 METERS (17.7 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 ED2637'PAVED ROAD AND
 ED2637'0.6 METER (2.0 FT) WEST FROM THE EAST CEMENT RAIL OF THE
 ED2637'OVERPASS.
 ED2637'
 ED2637'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2637'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2637
 ED2637                          STATION RECOVERY (1980)
 ED2637
 ED2637'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2637'RECOVERED IN GOOD CONDITION.
 ED2637
 ED2637                          STATION RECOVERY (1992)
 ED2637
 ED2637'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2637'STATION IS LOCATED 0.6 MILE SOUTHEAST OF FAIR PLAY. OWNERSHIP--SCDHPT,
 ED2637'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2637'803-737-1350.
 ED2637'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2637'STATE ROAD 23 (EXIT 4), 1.35 MILES EAST SOUTHEAST OF FAIR PLAY, GO
 ED2637'SOUTHEAST ON ROAD 23 FOR 0.1 MILE TO THE JUNCTION OF STATE ROAD 1128
 ED2637'(FRONTAGE ROAD), TURN RIGHT ON ROAD 1128 FOR 0.15 MILE TO THE
 ED2637'ANDERSON/OCONEE COUNTY LINE, CONTINUE ON STATE ROAD 748 (HERRING
 ED2637'ROAD) FOR 0.75 MILE TO THE JUNCTION OF A PAVED ROAD (DURHAM ROAD),
 ED2637'TURN RIGHT ON DURHAM ROAD FOR 0.25 MILE TO THE JUNCTION OVERPASS OF
 ED2637'INTERSTATE 85 AND THE STATION IN THE DECK OF THE OVERPASS NEAR THE
 ED2637'NORTH CORNER.
 ED2637'STATION IS A DRILL MARK IN DECK OF OVERPASS, 46.0 FT SOUTHEAST OF THE
 ED2637'NORTHWEST END OF THE OVERPASS, 8.9 FT NORTHWEST OF THE SEAM FOR THE
 ED2637'NORTHWEST SECTION OF THE OVERPASS, 13.2 FT EAST NORTHEAST OF THE
 ED2637'CENTER OF THE ROAD, 0.4 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 ED2637'CURB OF THE OVERPASS.
 ED2637'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 007.
 ED2637'RECOVERED BY R.W. ROBERTS.
 ED2637
 ED2637                          STATION RECOVERY (2003)
 ED2637
 ED2637'RECOVERY NOTE BY US POWER SQUADRON 2003 (RSO)
 ED2637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2553 ***********************************************************************
 ED2553  DESIGNATION -  4 008
 ED2553  PID         -  ED2553
 ED2553  STATE/COUNTY-  SC/ANDERSON
 ED2553  USGS QUAD   -  PIERCETOWN (1983)
 ED2553
 ED2553                         *CURRENT SURVEY CONTROL
 ED2553  ___________________________________________________________________
 ED2553* NAD 83(2001)-  34 40 58.46924(N)    082 30 26.61457(W)     ADJUSTED  
 ED2553* NAVD 88     -       268.9    (meters)     882.     (feet)  VERTCON   
 ED2553  ___________________________________________________________________
 ED2553  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 ED2553  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 ED2553
 ED2553  HORZ ORDER  -  SECOND
 ED2553
 ED2553.The horizontal coordinates were established by classical geodetic methods
 ED2553.and adjusted by the National Geodetic Survey in March 2004..
 ED2553
 ED2553.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2553
 ED2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2553
 ED2553.The geoid height was determined by GEOID03.
 ED2553
 ED2553;                    North         East     Units Scale Factor Converg.
 ED2553;SPC SC       -   317,026.396   471,475.926   MT  0.99995001   -0 50 08.5
 ED2553;SPC SC       - 1,040,112.85  1,546,837.03   iFT  0.99995001   -0 50 08.5
 ED2553;UTM  17      - 3,838,913.466   361,913.716   MT  0.99983502   -0 51 28.4
 ED2553
 ED2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2553!SPC SC       -   0.99996264  x   0.99995001  =   0.99991265
 ED2553!UTM  17      -   0.99996264  x   0.99983502  =   0.99979766
 ED2553
 ED2553:                Primary Azimuth Mark                     Grid Az
 ED2553:SPC SC       -  4 008 AZ MK                              153 42 18.4
 ED2553:UTM  17      -  4 008 AZ MK                              153 43 38.3
 ED2553
 ED2553|---------------------------------------------------------------------|
 ED2553| PID    Reference Object                     Distance      Geod. Az  |
 ED2553|                                                           dddmmss.s |
 ED2553| ED2552 4 008 AZ MK                         411.211 METERS 1525209.9 |
 ED2553|---------------------------------------------------------------------|
 ED2553
 ED2553                          SUPERSEDED SURVEY CONTROL
 ED2553
 ED2553  NAD 83(1986)-  34 40 58.47716(N)    082 30 26.61346(W) AD(       ) 2
 ED2553  NAD 27      -  34 40 58.05955(N)    082 30 27.14428(W) AD(       ) 2
 ED2553  NGVD 29 (07/19/86)  269.0    (m)          883.     (f) VERT ANG       
 ED2553
 ED2553.Superseded values are not recommended for survey control.
 ED2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2553.See file dsdata.txt to determine how the superseded data were derived.
 ED2553
 ED2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6191438913(NAD 83)
 ED2553_MARKER: DD = SURVEY DISK
 ED2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2553_SP_SET: CONCRETE POST
 ED2553_STAMPING: HORZ 4 008 1980
 ED2553_MARK LOGO: SCGS  
 ED2553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2553+STABILITY: SURFACE MOTION
 ED2553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2553+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2000
 ED2553
 ED2553  HISTORY     - Date     Condition        Report By
 ED2553  HISTORY     - 1980     MONUMENTED       SCGS
 ED2553  HISTORY     - 1980     GOOD             SCGS
 ED2553  HISTORY     - 19920212 GOOD             SCGS
 ED2553  HISTORY     - 20000826 GOOD             SCGS
 ED2553
 ED2553                          STATION DESCRIPTION
 ED2553
 ED2553'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2553'THE STATION IS LOCATED ABOUT 21 KM (13 MI) SOUTHEAST OF GREENVILLE,
 ED2553'19.2 KM (12 MI) SOUTHWEST OF EASLEY AND 4.5 KM (2.8 MI)
 ED2553'SOUTHWEST OF PIEDMONT.
 ED2553'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2553'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2553'
 ED2553'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED2553'STATE HIGHWAY 86, ABOUT 3.2 KM (2 MI) WEST OF PIEDMONT.  GO SOUTH
 ED2553'ON INTERSTATE HIGHWAY 85 FOR 1.6 KM (1 MI) TO THE JUNCTION WITH U.S.
 ED2553'HIGHWAY 29, BEAR LEFT AND CONTINUE SOUTH ON HIGHWAY 29 FOR
 ED2553'1.4 KM (0.9 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 ED2553'SHARP RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) TO THE STATION
 ED2553'ON THE LEFT.
 ED2553'
 ED2553'THE STATION IS A STANDARD SCGS DISK
 ED2553'STAMPED---HORZ 4 008 1980---,
 ED2553'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2553'FLUSH WITH GROUND.  IT IS LOCATED
 ED2553'14.2 METERS (46.6 FT) NORTHEAST FROM A 60 CM PECAN TREE,
 ED2553'7.2 METERS (23.6 FT) WEST FROM THE CENTER OF A PAVED ROAD AND
 ED2553'1.95 METERS (6.4 FT) EAST FROM A METAL WITNESS POST.
 ED2553'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2553'STAMPED---HORZ 4 008 1980---,
 ED2553'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2553'
 ED2553'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2553'STAMPED---AZ MK 4 008 1980---,
 ED2553'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2553'FLUSH WITH GROUND.  IT IS LOCATED
 ED2553'7.96 METERS (26.1 FT) SOUTH FROM THE CENTER OF A PAVED ROAD,
 ED2553'4.45 METERS (14.6 FT) WEST-NORTHWEST FROM A TRIANGLE BLAZED OAK TREE
 ED2553'AND
 ED2553'0.9 METER (3.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 ED2553'
 ED2553'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON PAVED
 ED2553'ROAD FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF U.S. HIGHWAY 29,
 ED2553'BEAR RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) TO A CROSSROAD.
 ED2553'TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.2 KM (0.15 MI) TO THE
 ED2553'AZIMUTH MARK ON THE RIGHT.
 ED2553'
 ED2553'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED2553'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2553
 ED2553                          STATION RECOVERY (1980)
 ED2553
 ED2553'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2553'RECOVERED IN GOOD CONDITION.
 ED2553
 ED2553                          STATION RECOVERY (1992)
 ED2553
 ED2553'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2553'STATION IS LOCATED 3.05 MILES NORTHWEST OF WEST PELZER, 2.6 MILES
 ED2553'SOUTHWEST OF PIEDMONT. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2553'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2553'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 29 AND
 ED2553'STATE HIGHWAY 8, 2.5 MILES NORTHWEST OF WEST PELZER, GO NORTH
 ED2553'NORTHEAST ON HIGHWAY 29 FOR 1.05 MILES TO THE JUNCTION OF RODGERS
 ED2553'ROAD, CONTINUE ON HIGHWAY 29 FOR 0.1 MILE TO A PAVED ROAD LEFT, TURN
 ED2553'LEFT ON THE PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT NEAR
 ED2553'A CEDAR TREE.
 ED2553'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2553'ROAD, 22.2 FEET WEST NORTHWEST OF THE CENTER OF THE ROAD, 164.2 FEET
 ED2553'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 9.8 FT EAST OF
 ED2553'THE 12-INCH CEDAR TREE, 46.9 FEET NORTHEAST OF A 24-INCH PECAN TREE,
 ED2553'6.4 FT EAST OF A WITNESS POST.
 ED2553'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 008 AZ MK, ALSO
 ED2553'STATION IS MARGINAL FOR GPS OBSERVATIONS.
 ED2553'RECOVERED BY D.D. WOODS.
 ED2553
 ED2553                          STATION RECOVERY (2000)
 ED2553
 ED2553'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2553'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHWEST OF PIEDMONT, 14.6
 ED2553'MILES (23.5 KM) NORTHEAST OF ANDERSON.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2553'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2553'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 ED2553'HIGHWAY 29 AND STATE HIGHWAY 8, 2.5 MILES (4.0 KM) NORTHWEST OF WEST
 ED2553'PELZER, GO NORTH NORTHEAST ON HIGHWAY 29 FOR 1.25 MILES (2.01 KM) TO
 ED2553'THE STATION ON THE LEFT NEXT TO AN ABANDONED ROAD ATOP A HIGH CUT
 ED2553'BANK.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 21.0 FEET
 ED2553'(6.4 M) ABOVE THE HIGHWAY, 22.2 FEET (6.8 M) WEST NORTHWEST OF THE
 ED2553'CENTER OF THE ABANDONED ROAD, 251.0 FEET (76.5 M) WEST NORTHWEST OF
 ED2553'THE WEST EDGE OF THE SOUTHBOUND LANES OF HIGHWAY 29, 46.6 FEET (14.2
 ED2553'M) NORTHEAST OF A 2.5-FOOT PECAN TREE, 3.6 FEET (1.1 M) EAST SOUTHEAST
 ED2553'OF A 1.O-FOOT CEDAR TREE, 1.6 FOOT (0.5 M) SOUTH OF A SQUARE WOODEN
 ED2553'FENCE POST, 6.3 FEET (1.9 M) EAST SOUTHEAST OF A WITNESS POST.
 ED2553'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 008 AZ MK.
 ED2553'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2552 ***********************************************************************
 ED2552  DESIGNATION -  4 008 AZ MK
 ED2552  PID         -  ED2552
 ED2552  STATE/COUNTY-  SC/ANDERSON
 ED2552  USGS QUAD   -  PIERCETOWN (1983)
 ED2552
 ED2552                         *CURRENT SURVEY CONTROL
 ED2552  ___________________________________________________________________
 ED2552* NAD 83(2001)-  34 40 46.59304(N)    082 30 19.24819(W)     ADJUSTED  
 ED2552* NAVD 88     -       278.9    (meters)     915.     (feet)  VERTCON   
 ED2552  ___________________________________________________________________
 ED2552  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 ED2552  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 ED2552
 ED2552  HORZ ORDER  -  SECOND
 ED2552
 ED2552.The horizontal coordinates were established by classical geodetic methods
 ED2552.and adjusted by the National Geodetic Survey in March 2004..
 ED2552
 ED2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2552
 ED2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2552
 ED2552.The geoid height was determined by GEOID03.
 ED2552
 ED2552;                    North         East     Units Scale Factor Converg.
 ED2552;SPC SC       -   316,657.753   471,658.080   MT  0.99994899   -0 50 04.4
 ED2552;SPC SC       - 1,038,903.39  1,547,434.65   iFT  0.99994899   -0 50 04.4
 ED2552;UTM  17      - 3,838,544.794   362,095.707   MT  0.99983440   -0 51 24.0
 ED2552
 ED2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2552!SPC SC       -   0.99996107  x   0.99994899  =   0.99991006
 ED2552!UTM  17      -   0.99996107  x   0.99983440  =   0.99979547
 ED2552
 ED2552:                Primary Azimuth Mark                     Grid Az
 ED2552:SPC SC       -  4 008                                    333 42 18.5
 ED2552:UTM  17      -  4 008                                    333 43 38.1
 ED2552
 ED2552|---------------------------------------------------------------------|
 ED2552| PID    Reference Object                     Distance      Geod. Az  |
 ED2552|                                                           dddmmss.s |
 ED2552| ED2553 4 008                               411.211 METERS 3325214.1 |
 ED2552|---------------------------------------------------------------------|
 ED2552
 ED2552                          SUPERSEDED SURVEY CONTROL
 ED2552
 ED2552  NAD 83(1986)-  34 40 46.60097(N)    082 30 19.24700(W) AD(       ) 2
 ED2552  NAD 27      -  34 40 46.18309(N)    082 30 19.77810(W) AD(       ) 2
 ED2552  NGVD 29 (07/19/86)  279.0    (m)          915.     (f) VERT ANG       
 ED2552
 ED2552.Superseded values are not recommended for survey control.
 ED2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2552.See file dsdata.txt to determine how the superseded data were derived.
 ED2552
 ED2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6209638545(NAD 83)
 ED2552_MARKER: DD = SURVEY DISK
 ED2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2552_SP_SET: CONCRETE POST
 ED2552_STAMPING: AZ MK 4 008 1980
 ED2552_MARK LOGO: SCGS  
 ED2552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2552+STABILITY: SURFACE MOTION
 ED2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2552+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2000
 ED2552
 ED2552  HISTORY     - Date     Condition        Report By
 ED2552  HISTORY     - 1980     MONUMENTED       SCGS
 ED2552  HISTORY     - 1980     GOOD             SCGS
 ED2552  HISTORY     - 19920212 GOOD             SCGS
 ED2552  HISTORY     - 20000822 GOOD             SCGS
 ED2552
 ED2552                          STATION DESCRIPTION
 ED2552
 ED2552'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2552'THE STATION IS LOCATED 21 KM (13 MI) SOUTHEAST OF GREENVILLE,
 ED2552'19.5 KM (12 MI) SOUTHWEST OF EASLEY AND 4.5 KM (2.8 MI)
 ED2552'SOUTHWEST OF PIEDMONT.
 ED2552'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2552'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2552'
 ED2552'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2552'AND U.S. HIGHWAY 29, ABOUT 4.8 KM (3 MI) SOUTHWEST OF PIEDMONT.
 ED2552'GO SOUTH ON U.S. HIGHWAY 29 FOR 2.4 KM (1.5 MI) TO A CROSSROAD.
 ED2552'TURN LEFT FOR 2.4 KM (1.5 MI) TO THE STATION ON THE
 ED2552'RIGHT.
 ED2552'
 ED2552'THE STATION IS A STANDARD SCGS DISK
 ED2552'STAMPED---AZ MK 4 008 1980---,
 ED2552'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2552'FLUSH WITH GROUND.  IT IS LOCATED
 ED2552'9.2 METERS (30.2 FT) SOUTHEAST FROM A METAL WITNESS POST,
 ED2552'7.96 METERS (26.1 FT) SOUTH FROM THE CENTER OF A PAVED ROAD AND
 ED2552'4.45 METERS (14.6 FT) WEST-NORTHWEST FROM A TRIANGLE BLAZED OAK TREE.
 ED2552'
 ED2552'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 ED2552'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2552
 ED2552                          STATION RECOVERY (1980)
 ED2552
 ED2552'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2552'RECOVERED IN GOOD CONDITION.
 ED2552
 ED2552                          STATION RECOVERY (1992)
 ED2552
 ED2552'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2552'STATION IS LOCATED 2.7 MILES NORTHWEST OF WEST PELZER, 2.6 MILES
 ED2552'MILES SOUTHWEST OF
 ED2552'PIEDMONT. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED2552'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2552'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 29 AND
 ED2552'STATE HIGHWAY 8, 2.5 MILES NORTHWEST OF WEST PELZER, GO NORTH
 ED2552'NORTHEAST ON HIGHWAY 29 FOR 1.05 MILES TO THE JUNCTION OF RODGERS
 ED2552'ROAD, TURN RIGHT ON RODGERS ROAD FOR 0.15 MILE TO THE STATION ON THE
 ED2552'RIGHT NEAR THE WOODS LINE.
 ED2552'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE THE
 ED2552'ROAD, 25.5 FEET SOUTH OF THE CENTER OF THE ROAD, 14.5 FEET NORTHWEST
 ED2552'OF A 16-INCH BLAZED OAK TREE, 89.2 FEET SOUTHEAST OF A 15-INCH PINE
 ED2552'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 55.0 FEET EAST NORTHEAST
 ED2552'OF A 48-INCH OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 3.2 FEET
 ED2552'EAST OF A WITNESS POST.
 ED2552'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 008.
 ED2552'RECOVERED BY D.D. WOODS.
 ED2552
 ED2552                          STATION RECOVERY (2000)
 ED2552
 ED2552'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2552'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHWEST OF PIEDMONT, 14.7
 ED2552'MILES (23.7 KM) NORTHEAST OF ANDERSON.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2552'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2552'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 ED2552'HIGHWAY 29 AND STATE HIGHWAY 8, 2.5 MILES (4.0 KM) NORTHWEST OF WEST
 ED2552'PELZER, GO NORTH NORTHEAST ON HIGHWAY 29 FOR 1.05 MILES (1.69 KM) TO
 ED2552'THE JUNCTION OF RODGERS ROAD RIGHT, TURN RIGHT ON RODGERS ROAD FOR 0.1
 ED2552'MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR THE WOODS LINE.
 ED2552'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M)
 ED2552'ABOVE THE ROAD, 24.7 FEET (7.5 M) SOUTH OF THE CENTER OF THE ROAD,
 ED2552'55.1 FEET (16.8 M) EAST NORTHEAST OF A 2.0-FOOT OAK TREE, 34.9 FEET
 ED2552'(10.6 M) WEST NORTHWEST OF A 1.5-FOOT OAK TREE WITH A SCGS REFERENCE
 ED2552'WASHER ATTACHED, 3.3 FEET (1.0 M) EAST OF A WITNESS POST.
 ED2552'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 008.  RECOVERED
 ED2552'BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2626 ***********************************************************************
 ED2626  DESIGNATION -  4 009
 ED2626  PID         -  ED2626
 ED2626  STATE/COUNTY-  SC/ANDERSON
 ED2626  USGS QUAD   -  LA FRANCE (1980)
 ED2626
 ED2626                         *CURRENT SURVEY CONTROL
 ED2626  ___________________________________________________________________
 ED2626* NAD 83(2001)-  34 34 46.77456(N)    082 48 31.86873(W)     ADJUSTED  
 ED2626* NAVD 88     -       241.5    (meters)     792.     (feet)  GPS OBS   
 ED2626  ___________________________________________________________________
 ED2626  X           -     658,096.841 (meters)                     COMP
 ED2626  Y           -  -5,215,853.703 (meters)                     COMP
 ED2626  Z           -   3,599,690.753 (meters)                     COMP
 ED2626  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 ED2626  ELLIP HEIGHT-         210.81  (meters)          (12/20/99) GPS OBS
 ED2626  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ED2626
 ED2626  HORZ ORDER  -  FIRST
 ED2626  ELLP ORDER  -  FOURTH    CLASS I
 ED2626
 ED2626.The horizontal coordinates were established by GPS observations
 ED2626.and adjusted by the National Geodetic Survey in March 2004..
 ED2626
 ED2626.The orthometric height was determined by GPS observations and a
 ED2626.high-resolution geoid model.
 ED2626
 ED2626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2626
 ED2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2626
 ED2626.The ellipsoidal height was determined by GPS observations
 ED2626.and is referenced to NAD 83.
 ED2626
 ED2626.The geoid height was determined by GEOID03.
 ED2626
 ED2626;                    North         East     Units Scale Factor Converg.
 ED2626;SPC SC       -   306,018.330   443,655.000   MT  0.99991972   -1 00 10.2
 ED2626;SPC SC       - 1,003,997.15  1,455,561.02   iFT  0.99991972   -1 00 10.2
 ED2626;UTM  17      - 3,827,917.197   334,089.703   MT  0.99993929   -1 01 36.7
 ED2626
 ED2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2626!SPC SC       -   0.99996691  x   0.99991972  =   0.99988663
 ED2626!UTM  17      -   0.99996691  x   0.99993929  =   0.99990620
 ED2626
 ED2626:                Primary Azimuth Mark                     Grid Az
 ED2626:SPC SC       -  4 009 AZ MK                              174 37 57.7
 ED2626:UTM  17      -  4 009 AZ MK                              174 39 24.2
 ED2626
 ED2626|---------------------------------------------------------------------|
 ED2626| PID    Reference Object                     Distance      Geod. Az  |
 ED2626|                                                           dddmmss.s |
 ED2626| ED2625 4 009 AZ MK                         APPROX. 0.9 KM 1733747.5 |
 ED2626| ED2627 LA FRANCE KNOX RD TK                APPROX. 0.9 KM 2191031.0 |
 ED2626|---------------------------------------------------------------------|
 ED2626
 ED2626                          SUPERSEDED SURVEY CONTROL
 ED2626
 ED2626  NAD 83(1995)-  34 34 46.77441(N)    082 48 31.86839(W) AD(       ) 1
 ED2626  NAD 83(1986)-  34 34 46.78310(N)    082 48 31.86818(W) AD(       ) 1
 ED2626  NAD 83(1986)-  34 34 46.78310(N)    082 48 31.86818(W) AD(       ) 2
 ED2626  NAD 27      -  34 34 46.41431(N)    082 48 32.36152(W) AD(       ) 2
 ED2626  NGVD 29 (07/19/86)  241.8    (m)          793.     (f) VERT ANG       
 ED2626
 ED2626.Superseded values are not recommended for survey control.
 ED2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2626.See file dsdata.txt to determine how the superseded data were derived.
 ED2626
 ED2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3409027917(NAD 83)
 ED2626_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2626_SP_SET: CONCRETE POST
 ED2626_STAMPING: HORZ 4 009 1980
 ED2626_MARK LOGO: SCGS  
 ED2626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2626+STABILITY: SURFACE MOTION
 ED2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2626+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 ED2626
 ED2626  HISTORY     - Date     Condition        Report By
 ED2626  HISTORY     - 1980     MONUMENTED       SCGS
 ED2626  HISTORY     - 1980     GOOD             SCGS
 ED2626  HISTORY     - 19921101 GOOD             NGS
 ED2626  HISTORY     - 20040320 GOOD             USPSQD
 ED2626
 ED2626                          STATION DESCRIPTION
 ED2626
 ED2626'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2626'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) NORTHWEST OF
 ED2626'ANDERSON, 12.9 KM (8.0 MI) SOUTH OF CLEMSON AND 8.0 KM (5.0 MI)
 ED2626'SOUTHWEST OF PENDLETON, ALONG THE WEST SIDE OF STATE HIGHWAY 187,
 ED2626'IN THE FRONT YARD OF THE MT TARBOR BAPTIST CHURCH.
 ED2626'OWNERSHIP--MR BILL POORE, ROUTE 3 BOX 90, ANDERSON SC
 ED2626'29626, PHONE 803 287 3773.
 ED2626'
 ED2626'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED2626'STATE HIGHWAY 187, AT EXIT 14.  GO NORTH ON HIGHWAY 187 FOR
 ED2626'2.8 KM (1.75 MI) TO THE AZIMUTH MARK ON THE LEFT, IN THE YARD OF
 ED2626'A WHITE FRAME HOUSE, CONTINUE AHEAD FOR 0.9 KM (0.55 MI) TO
 ED2626'THE STATION ON THE LEFT, IN THE SOUTHWEST CORNER OF THE
 ED2626'YARD OF THE MT TARBOR BAPTIST CHURCH.
 ED2626'
 ED2626'THE STATION IS A STANDARD SCGS DISK
 ED2626'STAMPED---HORZ 4 009 1980---,
 ED2626'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2626'FLUSH WITH GROUND.  IT IS LOCATED
 ED2626'27.1 METERS (88.8 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 ED2626'TABOR BAPTIST CHURCH,
 ED2626'16.2 METERS (53 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2626'HIGHWAY 187,
 ED2626'16.6 METERS (55.3 FT) EAST FROM A POWER POLE WITH A LIGHT
 ED2626'AND
 ED2626'3.2 METERS (10.6 FT) NORTH-NORTHEAST FROM THE SOUTHEAST END OF
 ED2626'THE CEMENT CURB.
 ED2626'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2626'STAMPED---HORZ 4 009 1980---,
 ED2626'SET IN AN IRREGULAR MASS OF CONCRETE MONUMENT 1 METER BELOW THE
 ED2626'SURFACE.
 ED2626'
 ED2626'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2626'STAMPED---AZ MK 4 009 1980---,
 ED2626'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2626'FLUSH WITH GROUND.  IT IS LOCATED
 ED2626'11.6 METERS (38.1 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 ED2626'OF THE WHITE WOOD FRAME HOUSE,
 ED2626'11.6 METERS (38.0 FT) WEST FROM THE APPROXIMATE CENTER OF
 ED2626'HIGHWAY 187,
 ED2626'5.6 METERS (18.3 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 ED2626'PAVED DRIVE AND
 ED2626'2.01 METERS (6.6 FT) SOUTH-SOUTHWEST FROM A WATER METER COVER.
 ED2626'
 ED2626'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2626'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2626
 ED2626                          STATION RECOVERY (1980)
 ED2626
 ED2626'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2626'RECOVERED IN GOOD CONDITION.
 ED2626
 ED2626                          STATION RECOVERY (1992)
 ED2626
 ED2626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2626'STATION IS LOCATED 10.5 MILES (16.9 KM) WEST NORTHWEST OF ANDERSON,
 ED2626'5.15 MILES (8.29 KM) SOUTH SOUTHWEST OF PENDLETON. OWNERSHIP--SCDHPT,
 ED2626'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2626'803-737-1350.
 ED2626'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2626'STATE HIGHWAY 187, 9.5 MILES (15.3 KM) WEST NORTHWEST OF ANDERSON, GO
 ED2626'NORTH NORTHWEST ON HIGHWAY 187 FOR 2.3 MILES (3.7 KM) TO THE STATION
 ED2626'ON THE LEFT NEAR A CONCRETE CURB IN THE YARD OF THE MOUNT TABOR
 ED2626'BAPTIST CHURCH.
 ED2626'STATION IS CONCRETE POST RECESSED 1 INCH AND 0.5 FOOT (15.2 CM) BELOW
 ED2626'THE HIGHWAY, 0.8 FOOT (24.4 CM) WEST NORTHWEST OF THE WEST NORTHWEST
 ED2626'EDGE OF THE CURB, 52.0 FEET (15.8 M) WEST OF THE CENTER OF THE
 ED2626'HIGHWAY, 18.7 FEET (5.7 M) WEST NORTHWEST OF THE CENTER OF STATE ROAD
 ED2626'233, 88.7 FEET (27.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ED2626'CHURCH, 10.5 FEET (3.2 M) NORTH NORTHEAST OF THE SOUTHWEST END OF THE
 ED2626'CURB.
 ED2626'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 009 AZ MK.
 ED2626
 ED2626                          STATION RECOVERY (2004)
 ED2626
 ED2626'RECOVERY NOTE BY US POWER SQUADRON 2004 (WTH)
 ED2626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2625 ***********************************************************************
 ED2625  DESIGNATION -  4 009 AZ MK
 ED2625  PID         -  ED2625
 ED2625  STATE/COUNTY-  SC/ANDERSON
 ED2625  USGS QUAD   -  LA FRANCE (1980)
 ED2625
 ED2625                         *CURRENT SURVEY CONTROL
 ED2625  ___________________________________________________________________
 ED2625* NAD 83(2001)-  34 34 18.13156(N)    082 48 28.00292(W)     ADJUSTED  
 ED2625* NAVD 88     -       246.6    (meters)     809.     (feet)  VERTCON   
 ED2625  ___________________________________________________________________
 ED2625  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 ED2625  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 ED2625
 ED2625  HORZ ORDER  -  SECOND
 ED2625
 ED2625.The horizontal coordinates were established by classical geodetic methods
 ED2625.and adjusted by the National Geodetic Survey in March 2004..
 ED2625
 ED2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2625
 ED2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2625
 ED2625.The geoid height was determined by GEOID03.
 ED2625
 ED2625;                    North         East     Units Scale Factor Converg.
 ED2625;SPC SC       -   305,134.188   443,738.067   MT  0.99991753   -1 00 08.0
 ED2625;SPC SC       - 1,001,096.42  1,455,833.55   iFT  0.99991753   -1 00 08.0
 ED2625;UTM  17      - 3,827,033.003   334,172.403   MT  0.99993895   -1 01 33.7
 ED2625
 ED2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2625!SPC SC       -   0.99996610  x   0.99991753  =   0.99988364
 ED2625!UTM  17      -   0.99996610  x   0.99993895  =   0.99990506
 ED2625
 ED2625:                Primary Azimuth Mark                     Grid Az
 ED2625:SPC SC       -  LA FRANCE KNOX RD TK                     284 29 43.3
 ED2625:UTM  17      -  LA FRANCE KNOX RD TK                     284 31 09.0
 ED2625
 ED2625|---------------------------------------------------------------------|
 ED2625| PID    Reference Object                     Distance      Geod. Az  |
 ED2625|                                                           dddmmss.s |
 ED2625| ED2627 LA FRANCE KNOX RD TK                APPROX. 0.7 KM 2832935.3 |
 ED2625| ED2626 4 009                               APPROX. 0.9 KM 3533749.7 |
 ED2625|---------------------------------------------------------------------|
 ED2625
 ED2625                          SUPERSEDED SURVEY CONTROL
 ED2625
 ED2625  NAD 83(1986)-  34 34 18.14005(N)    082 48 28.00248(W) AD(       ) 2
 ED2625  NAD 27      -  34 34 17.77049(N)    082 48 28.49688(W) AD(       ) 2
 ED2625  NGVD 29 (07/19/86)  246.7    (m)          809.     (f) VERT ANG       
 ED2625
 ED2625.Superseded values are not recommended for survey control.
 ED2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2625.See file dsdata.txt to determine how the superseded data were derived.
 ED2625
 ED2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3417227033(NAD 83)
 ED2625_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2625_SP_SET: CONCRETE POST
 ED2625_STAMPING: AZ MK 4 009 1980
 ED2625_MARK LOGO: SCGS  
 ED2625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2625+STABILITY: SURFACE MOTION
 ED2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2625+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 ED2625
 ED2625  HISTORY     - Date     Condition        Report By
 ED2625  HISTORY     - 1981     MONUMENTED       SCGS
 ED2625  HISTORY     - 1981     GOOD             SCGS
 ED2625  HISTORY     - 19920210 GOOD             SCGS
 ED2625  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 ED2625  HISTORY     - 20050330 GOOD             USPSQD
 ED2625
 ED2625                          STATION DESCRIPTION
 ED2625
 ED2625'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2625'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) NORTHWEST OF
 ED2625'ANDERSON, 12.9 KM (8 MI) SOUTH OF CLEMSON, 8.0 KM (5 MI)
 ED2625'SOUTHWEST OF PENDLETON AND ALONG THE WEST SIDE OF STATE HIGHWAY
 ED2625'187 IN THE FRONT YARD OF A WHITE FRAME HOUSE.
 ED2625'OWNERSHIP--MR WILLIAM L KNOX JR,
 ED2625'ROUTE 3, ANDERSON SC 29621, PHONE NUMBER 803-287-4549.
 ED2625'
 ED2625'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2625'AND STATE HIGHWAY 187 AT EXIT 14 OF INTERSTATE HIGHWAY 85.  GO
 ED2625'NORTH ON HIGHWAY 187 FOR 2.8 KM (1.75 MI) TO THE STATION ON THE
 ED2625'LEFT, SET IN THE NORTHEAST CORNER OF A YARD AT A WHITE FRAME
 ED2625'HOUSE.
 ED2625'
 ED2625'THE STATION IS A STANDARD SCGS DISK
 ED2625'STAMPED---AZ MK 4 009 1980---,
 ED2625'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2625'FLUSH WITH GROUND.  IT IS LOCATED
 ED2625'11.6 METERS (38.0 FT) WEST FROM THE APPROXIMATE CENTER OF STATE
 ED2625'HIGHWAY 187,
 ED2625'11.6 METERS (38.1 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 ED2625'A WHITE WOOD FRAME HOUSE,
 ED2625'5.6 METERS (18.3 FT) SOUTH FROM THE APPROXIMATE CENTER OF A PAVED
 ED2625'DRIVE,
 ED2625'3.5 METERS (11.4 FT) NORTH-NORTHEAST FROM A 80 CM IN DIAMETER
 ED2625'PINE TREE AND
 ED2625'2.01 METERS (6.6 FT) SOUTH-SOUTHWEST FROM A WATER METER COVER.
 ED2625'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2625'STAMPED---AZ MK 4 009 1980---,
 ED2625'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2625'
 ED2625'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2625'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2625
 ED2625                          STATION RECOVERY (1981)
 ED2625
 ED2625'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2625'RECOVERED IN GOOD CONDITION.
 ED2625
 ED2625                          STATION RECOVERY (1992)
 ED2625
 ED2625'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2625'STATION IS LOCATED 10.2 MILES WEST NORTHWEST OF ANDERSON, 5.65 MILES
 ED2625'SOUTH SOUTHWEST OF PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2625'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2625'803-737-1350.
 ED2625'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2625'STATE HIGHWAY 187, 9.5 MILES WEST NORTHWEST OF ANDERSON, GO NORTH
 ED2625'NORTHWEST ON HIGHWAY 187 FOR 1.75 MILES TO THE STATION ON THE LEFT
 ED2625'NEAR A 24-INCH PINE TREE IN THE SOUTHWEST ANGLE OF A DRIVEWAY TO A
 ED2625'VINYL-SIDED HOUSE.
 ED2625'STATION IS CONCRETE POST RECESSED 1 INCH AND 2.0 FEET ABOVE THE
 ED2625'HIGHWAY, 37.3 FEET WEST OF THE CENTER OF THE HIGHWAY, 14.0 FEET
 ED2625'SOUTHWEST OF THE SOUTH END OF A 20-INCH CONCRETE PIPE CULVERT BENEATH
 ED2625'THE DRIVEWAY TO THE HOUSE, 38.3 FEET EAST NORTHEAST OF THE NORTHEAST
 ED2625'CORNER OF THE HOUSE, 130.1 FEET NORTH OF THE CENTER OF STATE ROAD 482
 ED2625'(KNOX ROAD), 11.2 FEET NORTH NORTHEAST OF THE PINE TREE.
 ED2625'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 009.
 ED2625'RECOVERED BY D.D. WOODS.
 ED2625
 ED2625                          STATION RECOVERY (2004)
 ED2625
 ED2625'RECOVERY NOTE BY US POWER SQUADRON 2004 (RSO)
 ED2625'MARK NOT FOUND.
 ED2625
 ED2625                          STATION RECOVERY (2005)
 ED2625
 ED2625'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 ED2625'MARK WAS COVERED WITH 4 - 5 INCHES OF SOIL. PINE TREE WAS APPARENTLY
 ED2625'CUT DOWN. MARK IS LOCATED 6.5 FEET SSE OF A STEEL WATER METER COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2558 ***********************************************************************
 ED2558  DESIGNATION -  4 010
 ED2558  PID         -  ED2558
 ED2558  STATE/COUNTY-  SC/ANDERSON
 ED2558  USGS QUAD   -  PIERCETOWN (1983)
 ED2558
 ED2558                         *CURRENT SURVEY CONTROL
 ED2558  ___________________________________________________________________
 ED2558* NAD 83(2001)-  34 43 24.67729(N)    082 34 01.87144(W)     ADJUSTED  
 ED2558* NAVD 88     -       304.8    (meters)    1000.     (feet)  VERTCON   
 ED2558  ___________________________________________________________________
 ED2558  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 ED2558  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED2558
 ED2558  HORZ ORDER  -  THIRD
 ED2558
 ED2558.The horizontal coordinates were established by classical geodetic methods
 ED2558.and adjusted by the National Geodetic Survey in March 2004..
 ED2558
 ED2558.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2558
 ED2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2558
 ED2558.The geoid height was determined by GEOID03.
 ED2558
 ED2558;                    North         East     Units Scale Factor Converg.
 ED2558;SPC SC       -   321,612.629   466,065.703   MT  0.99996282   -0 52 07.8
 ED2558;SPC SC       - 1,055,159.54  1,529,086.95   iFT  0.99996282   -0 52 07.8
 ED2558;UTM  17      - 3,843,501.364   356,505.948   MT  0.99985379   -0 53 34.3
 ED2558
 ED2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2558!SPC SC       -   0.99995701  x   0.99996282  =   0.99991983
 ED2558!UTM  17      -   0.99995701  x   0.99985379  =   0.99981081
 ED2558
 ED2558:                Primary Azimuth Mark                     Grid Az
 ED2558:SPC SC       -  4 010 AZ MK PTA                          201 44 43.5
 ED2558:UTM  17      -  4 010 AZ MK PTA                          201 46 10.0
 ED2558
 ED2558|---------------------------------------------------------------------|
 ED2558| PID    Reference Object                     Distance      Geod. Az  |
 ED2558|                                                           dddmmss.s |
 ED2558| ED2569 4 010 AZ MK PTA                     APPROX. 0.6 KM 2005235.7 |
 ED2558| ED2568 4 010 AZ MK                         APPROX. 0.5 KM 2005227.8 |
 ED2558|---------------------------------------------------------------------|
 ED2558
 ED2558                          SUPERSEDED SURVEY CONTROL
 ED2558
 ED2558  NAD 83(1986)-  34 43 24.68579(N)    082 34 01.85972(W) AD(       ) 3
 ED2558  NAD 83(1986)-  34 43 24.68422(N)    082 34 01.87293(W) AD(       ) 2
 ED2558  NAD 27      -  34 43 24.26211(N)    082 34 02.39574(W) AD(       ) 2
 ED2558  NGVD 29 (07/19/86)  304.9    (m)         1000.     (f) VERT ANG       
 ED2558
 ED2558.Superseded values are not recommended for survey control.
 ED2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2558.See file dsdata.txt to determine how the superseded data were derived.
 ED2558
 ED2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5650643501(NAD 83)
 ED2558_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2558_SP_SET: CONCRETE POST
 ED2558_STAMPING: HORZ 4 010 1980
 ED2558_MARK LOGO: SCGS  
 ED2558_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2558+STABILITY: SURFACE MOTION
 ED2558
 ED2558  HISTORY     - Date     Condition        Report By
 ED2558  HISTORY     - 1980     MONUMENTED       SCGS
 ED2558  HISTORY     - 1980     GOOD             SCGS
 ED2558  HISTORY     - 19920211 GOOD             SCGS
 ED2558
 ED2558                          STATION DESCRIPTION
 ED2558
 ED2558'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2558'THE STATION IS LOCATED ABOUT 26 KM (16 MI) NORTHEAST OF ANDERSON,
 ED2558'22.5 KM (14 MI) SOUTHWEST OF GREENVILLE, 13 KM (8 MI) SOUTH
 ED2558'OF EASLEY AND WITH-IN THE COUNTY ROAD RIGHT-OF-WAY.
 ED2558'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2558'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2558'
 ED2558'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2558'AND STATE HIGHWAY 8, ABOUT 4.8 KM (3 MILES) WEST OF PELZER.  GO NORTH
 ED2558'ON HIGHWAY 8 FOR 2.4 KM (1.5 MI) TO THE
 ED2558'JUNCTION OF STATE HIGHWAY 81.  CONTINUE NORTHERLY FOR
 ED2558'3.2 KM (2.0 MI) TO A FORK IN THE ROAD WHERE HIGHWAYS 8 AND 81
 ED2558'SEPERATE.  BEAR LEFT FOLLOWING HIGHWAY 8 WESTERLY FOR 0.5 KM
 ED2558'(0.3 MI) TO THE JUNCTION OF STATE HIGHWAYS 8 AND 88 AND HALL
 ED2558'ROAD ON THE RIGHT.  (THE AZIMUTH MARK IS LOCATED AT THIS JUNCTION
 ED2558'OF STATE HIGHWAYS 8 AND 88, BEHIND THE JAMES ELLISON GROCERY
 ED2558'STORE).  TURN RIGHT AND GO NORTH ON HALL ROAD FOR 0.6 KM
 ED2558'(0.35 MI) TO HIGH GROUND AND THE STATION ON THE LEFT.
 ED2558'
 ED2558'THE STATION IS A STANDARD SCGS DISK
 ED2558'STAMPED---HORZ 4 010 1980---,
 ED2558'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2558'FLUSH WITH GROUND.  IT IS LOCATED
 ED2558'7.4 METERS (24.3 FT) WEST FROM THE APPROXIMATE CENTER OF A PAVED ROAD,
 ED2558'1.6 METERS (5.2 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE
 ED2558'WITH A TRANSFORMER AND
 ED2558'0.94 METERS (3.1 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 ED2558'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2558'STAMPED---HORZ 4 010 1980---,
 ED2558'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2558'
 ED2558'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2558'STAMPED---AZ MK 4 010 1980---,
 ED2558'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2558'FLUSH WITH GROUND.  IT IS LOCATED
 ED2558'46.6 METERS (152.9 FT) NORTHEAST FROM THE CENTER OF HIGHWAY 8,
 ED2558'22.9 METERS (75.1 FT) EAST FROM THE WEST CORNER OF THE
 ED2558'CINDER BLOCK STORAGE BUILDING,
 ED2558'19.2 METERS (63.0 FT) NORTHWEST FROM A UTILITY POLE AND
 ED2558'0.91 METERS (3.0 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 ED2558'
 ED2558'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2558'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2558
 ED2558                          STATION RECOVERY (1980)
 ED2558
 ED2558'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2558'RECOVERED IN GOOD CONDITION.
 ED2558
 ED2558                          STATION RECOVERY (1992)
 ED2558
 ED2558'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2558'STATION IS LOCATED 7.65 MILES SOUTH SOUTHEAST OF EASLEY, 8.6 MILES
 ED2558'NORTHWEST OF WEST PELZER. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2558'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2558'803-737-1350.
 ED2558'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 88, 8.0
 ED2558'MILES SOUTH SOUTHEAST OF EASLEY, GO EAST NORTHEAST ON HIGHWAY 88 FOR
 ED2558'0.05 MILE TO THE JUNCTION OF HALL ROAD, TURN LEFT ON HALL ROAD FOR
 ED2558'0.35 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE AT THE TOP OF A
 ED2558'HILL.
 ED2558'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW THE
 ED2558'ROAD, 24.6 FEET WEST NORTHWEST OF THE CENTER OF THE ROAD, 5.4 FEET
 ED2558'SOUTHEAST OF THE POWER POLE WITH TRANSFORMER, 35.5 FT NORTH NORTHEAST
 ED2558'OF THE EXTENDED CENTER OF A GRAVEL DRIVEWAY TO A BRICK HOUSE, 71.1
 ED2558'FT NORTH NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 12/8, 3.2 FEET
 ED2558'NORTH NORTHWEST OF A STEEL FENCE POST.
 ED2558'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 010 AZ MK. ALSO
 ED2558'WITH MINIMAL CLEARING AT STATION WOULD BE GPS-ABLE.
 ED2558'RECOVERED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2568 ***********************************************************************
 ED2568  DESIGNATION -  4 010 AZ MK
 ED2568  PID         -  ED2568
 ED2568  STATE/COUNTY-  SC/ANDERSON
 ED2568  USGS QUAD   -  PIERCETOWN (1983)
 ED2568
 ED2568                         *CURRENT SURVEY CONTROL
 ED2568  ___________________________________________________________________
 ED2568* NAD 83(2001)-  34 43 08.08854(N)    082 34 09.53296(W)     ADJUSTED  
 ED2568* NAVD 88     -       296.0    (meters)     971.     (feet)  VERTCON   
 ED2568  ___________________________________________________________________
 ED2568  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 ED2568  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED2568
 ED2568  HORZ ORDER  -  SECOND
 ED2568
 ED2568.The horizontal coordinates were established by classical geodetic methods
 ED2568.and adjusted by the National Geodetic Survey in March 2004..
 ED2568
 ED2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2568
 ED2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2568
 ED2568.The geoid height was determined by GEOID03.
 ED2568
 ED2568;                    North         East     Units Scale Factor Converg.
 ED2568;SPC SC       -   321,104.476   465,863.041   MT  0.99996134   -0 52 12.1
 ED2568;SPC SC       - 1,053,492.38  1,528,422.05   iFT  0.99996134   -0 52 12.1
 ED2568;UTM  17      - 3,842,993.351   356,303.095   MT  0.99985451   -0 53 38.2
 ED2568
 ED2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2568!SPC SC       -   0.99995839  x   0.99996134  =   0.99991973
 ED2568!UTM  17      -   0.99995839  x   0.99985451  =   0.99981291
 ED2568
 ED2568                          SUPERSEDED SURVEY CONTROL
 ED2568
 ED2568  NAD 83(1986)-  34 43 08.09548(N)    082 34 09.53438(W) AD(       ) 2
 ED2568  NAD 27      -  34 43 07.67304(N)    082 34 10.05717(W) AD(       ) 2
 ED2568  NGVD 29 (07/19/86)  296.1    (m)          971.     (f) VERT ANG       
 ED2568
 ED2568.Superseded values are not recommended for survey control.
 ED2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2568.See file dsdata.txt to determine how the superseded data were derived.
 ED2568
 ED2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5630342993(NAD 83)
 ED2568_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2568_SP_SET: CONCRETE POST
 ED2568_STAMPING: AZ MK 4 010 1980
 ED2568_MARK LOGO: SCGS  
 ED2568_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2568+STABILITY: SURFACE MOTION
 ED2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2568+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 ED2568
 ED2568  HISTORY     - Date     Condition        Report By
 ED2568  HISTORY     - 1980     MONUMENTED       SCGS
 ED2568  HISTORY     - 1980     GOOD             SCGS
 ED2568  HISTORY     - 19920211 GOOD             SCGS
 ED2568
 ED2568                          STATION DESCRIPTION
 ED2568
 ED2568'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2568'THE STATION IS LOCATED ABOUT 25.8 KM (16 MI) NORTH-NORTHEAST OF
 ED2568'ANDERSON, 13.8 KM (8.5 MI) SOUTHEAST OF LIBERTY, 9.8 KM
 ED2568'(6 MI) WEST OF THE GREENVILLE COUNTY LINE, 8 KM (5 MI) NORTHWEST
 ED2568'OF THE JUNCTION OF INTERSTATE HIGHWAY 85 AND STATE HIGHWAY 8
 ED2568'AND ON THE RIGHT-OF-WAY BORDER OF A COUNTY ROAD.
 ED2568'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2568'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2568'
 ED2568'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2568'AND STATE HIGHWAY 8, ABOUT 8 KM (5 MI) SOUTHWEST OF PIEDMONT.
 ED2568'GO NORTH ON HIGHWAY 8 FOR 2.4 KM (1.5 MI) TO ITS JUNCTION WITH
 ED2568'STATE HIGHWAY 81.  CONTINUE AHEAD ON HIGHWAYS 8 AND 81 FOR 3.2 KM
 ED2568'(2 MI) TO A ROAD LEFT WHERE THE HIGHWAYS SEPARATE.  TURN LEFT ON
 ED2568'HIGHWAY 8 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF HIGHWAY 8 AND
 ED2568'STATE HIGHWAY 88.  CONTINUE 30.5 METERS (100 FT) TO THE
 ED2568'JAMES ELLISON GROCERY STORE ON THE RIGHT AND THE STATION BEHIND
 ED2568'THE STORE.
 ED2568'
 ED2568'THE STATION IS A STANDARD SCGS DISK
 ED2568'STAMPED---AZ MK 4 010 1980---,
 ED2568'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2568'FLUSH WITH GROUND.  IT IS LOCATED
 ED2568'19.3 METERS (63.3 FT) NORTHWEST FROM A POWERPOLE,
 ED2568'13.6 METERS (44.5 FT) NORTH FROM THE NORTHEAST CORNER OF BUILDING AND
 ED2568'0.91 METERS (3.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 ED2568'
 ED2568'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED2568'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2568
 ED2568                          STATION RECOVERY (1980)
 ED2568
 ED2568'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2568'RECOVERED IN GOOD CONDITION.
 ED2568
 ED2568                          STATION RECOVERY (1992)
 ED2568
 ED2568'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2568'STATION IS LOCATED NEAR A WOODEN FENCE LINE BEHIND A CONCRETE BLOCK
 ED2568'STORE (MELS NO 2), IN THE NORTH ANGLE OF THE JUNCTION OF STATE
 ED2568'HIGHWAYS 8 AND 88. OWNERSHIP--MELS NO 2, ROUTE 7 HIGHWAY 8 AND 88,
 ED2568'EASLEY, SC 29642, PHONE 803-859-5447.
 ED2568'STATION IS CONCRETE POST RECESSED 2 INCHES, 2.6 FT SOUTH SOUTHWEST OF
 ED2568'THE FENCE LINE, 44.5 FT NORTH NORTHEAST OF THE NORTHEAST CORNER OF
 ED2568'THE BUILDING, 43.2 FT WEST NORTHWEST OF A FENCE CORNER, 110.6 FEET
 ED2568'SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE BLOCK CHURCH (LIGHTHOUSE
 ED2568'BAPTIST CHURCH), 55.9 FT NORTH NORTHWEST OF A POWER POLE WITH A SCGS
 ED2568'REFERENCE WASHER ATTACHED, 33.4 FT EAST OF A POWER POLE WITH
 ED2568'SECURITY LIGHT.
 ED2568'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 010.
 ED2568'RECOVERED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2565 ***********************************************************************
 ED2565  DESIGNATION -  4 011
 ED2565  PID         -  ED2565
 ED2565  STATE/COUNTY-  SC/ANDERSON
 ED2565  USGS QUAD   -  PIERCETOWN (1983)
 ED2565
 ED2565                         *CURRENT SURVEY CONTROL
 ED2565  ___________________________________________________________________
 ED2565* NAD 83(2001)-  34 41 42.94844(N)    082 35 33.29729(W)     ADJUSTED  
 ED2565* NAVD 88     -       287.0    (meters)     942.     (feet)  VERTCON   
 ED2565  ___________________________________________________________________
 ED2565  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 ED2565  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 ED2565
 ED2565  HORZ ORDER  -  SECOND
 ED2565
 ED2565.The horizontal coordinates were established by classical geodetic methods
 ED2565.and adjusted by the National Geodetic Survey in March 2004..
 ED2565
 ED2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2565
 ED2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2565
 ED2565.The geoid height was determined by GEOID03.
 ED2565
 ED2565;                    North         East     Units Scale Factor Converg.
 ED2565;SPC SC       -   318,513.879   463,691.626   MT  0.99995386   -0 52 58.5
 ED2565;SPC SC       - 1,044,993.04  1,521,297.99   iFT  0.99995386   -0 52 58.5
 ED2565;UTM  17      - 3,840,403.914   354,130.819   MT  0.99986226   -0 54 24.0
 ED2565
 ED2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2565!SPC SC       -   0.99995980  x   0.99995386  =   0.99991366
 ED2565!UTM  17      -   0.99995980  x   0.99986226  =   0.99982206
 ED2565
 ED2565|---------------------------------------------------------------------|
 ED2565| PID    Reference Object                     Distance      Geod. Az  |
 ED2565|                                                           dddmmss.s |
 ED2565| ED2566 4 011 AZ MK                         361.120 METERS 20027     |
 ED2565|---------------------------------------------------------------------|
 ED2565
 ED2565                          SUPERSEDED SURVEY CONTROL
 ED2565
 ED2565  NAD 83(1986)-  34 41 42.95556(N)    082 35 33.29649(W) AD(       ) 2
 ED2565  NAD 27      -  34 41 42.55007(N)    082 35 33.81103(W) AD(       ) 2
 ED2565  NGVD 29 (07/19/86)  287.1    (m)          942.     (f) VERT ANG       
 ED2565
 ED2565.Superseded values are not recommended for survey control.
 ED2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2565.See file dsdata.txt to determine how the superseded data were derived.
 ED2565
 ED2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5413140404(NAD 83)
 ED2565_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2565_SP_SET: CONCRETE POST
 ED2565_STAMPING: HORZ 4 011 1980
 ED2565_MARK LOGO: SCGS  
 ED2565_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2565+STABILITY: SURFACE MOTION
 ED2565
 ED2565  HISTORY     - Date     Condition        Report By
 ED2565  HISTORY     - 1980     MONUMENTED       SCGS
 ED2565  HISTORY     - 1980     GOOD             SCGS
 ED2565  HISTORY     - 19920211 GOOD             SCGS
 ED2565
 ED2565                          STATION DESCRIPTION
 ED2565
 ED2565'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2565'THE STATION IS LOCATED ABOUT 21 KM (13 MI) NORTH-NORTHEAST OF ANDERSON
 ED2565'14.5 KM (9 MI) SOUTHWEST OF LIBERTY, 5 KM (3 MI) NORTH OF
 ED2565'PIERCETOWN, AT THE
 ED2565'STRINGER RIDGE LOOKOUT TOWER.
 ED2565'OWNERSHIP--SOUTH CAROLINA STATE COMMISSION OF FORESTRY,
 ED2565'JOHN M SHIRER-ASSIST STATE FORESTER, PO BOX 21707,
 ED2565'COLUMBIA SC 29221.
 ED2565'
 ED2565'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2565'AND STATE HIGHWAY 81, ABOUT 14.5 KM (9 MI) NORTH OF ANDERSON.
 ED2565'GO NORTH ON HIGHWAY 81 FOR 4.4 KM (2.75 MI) TO A SIDE ROAD LEFT
 ED2565'OPPOSITE THE FRIENDSHIP BAPTIST CHURCH.  TURN LEFT AND GO WESTERLY
 ED2565'ON COUNTY ROAD S-4-567 (MT. VIEW ROAD) FOR 2.2 KM (1.4 MI) TO
 ED2565'A PAVED CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.0 KM (0.6 MI) TO
 ED2565'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.4 KM
 ED2565'(0.25 MI) TO A PAVED CROSSROAD.  TURN RIGHT ON FIRE TOWER ROAD
 ED2565'FOR 0.2 KM (0.15 MI) TO THE LOOKOUT TOWER AND THE STATION ON THE
 ED2565'LEFT.
 ED2565'
 ED2565'THE STATION IS A STANDARD SCGS DISK
 ED2565'STAMPED---HORZ 4 011 1980---,
 ED2565'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2565'FLUSH WITH GROUND.  IT IS LOCATED
 ED2565'25.4 METERS (83.3 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 ED2565'OF A ONE-STORY HOUSE,
 ED2565'23.8 METERS (78.1 FT) EAST FROM A GRAVEL DRIVEWAY,
 ED2565'10.2 METERS (33.5 FT) WEST FROM A TWIN-TRUNKED CEDAR TREE AND
 ED2565'8.9 METERS (29.2 FT) NORTH-NORTHWEST FROM THE CENTER OF A PAVED ROAD.
 ED2565'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2565'STAMPED---HORZ 4 011 1980---,
 ED2565'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED2565'
 ED2565'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2565'STAMPED---AZ MK 4 011 1980---,
 ED2565'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2565'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 ED2565'9.1 METERS (29.9 FT) WEST FROM THE ROAD CENTER,
 ED2565'1.5 METERS (4.9 FT) NORTH FROM A METAL WITNESS POST,
 ED2565'ABOUT 100 YARDS NORTH
 ED2565'OF A WHITE CINDER BLOCK HOUSE AND ABOUT 1.2 METERS ABOVE THE ROAD.
 ED2565'
 ED2565'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2565'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2565
 ED2565                          STATION RECOVERY (1980)
 ED2565
 ED2565'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2565'RECOVERED IN GOOD CONDITION.
 ED2565
 ED2565                          STATION RECOVERY (1992)
 ED2565
 ED2565'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2565'STATION IS LOCATED 7.4 MILES NORTHWEST OF WEST PELZER, 9.35
 ED2565'MILES SOUTH
 ED2565'OF EASLEY. OWNERSHIP--SOUTH CAROLINA FORESTRY COMMISSION, 5500 BROAD
 ED2565'RIVER ROAD, P.O. BOX 21707, COLUMBIA, SC 29221, PHONE 803-737-8800.
 ED2565'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2565'STATE HIGHWAY 8, 3.9 MILES NORTHWEST OF WEST PELZER, GO NORTHWEST ON
 ED2565'HIGHWAY 8 FOR 2.35 MILES TO THE JUNCTION OF STATE ROAD 292 (LOWE ROAD)
 ED2565', TURN LEFT ON ROAD 292 FOR 1.45 MILES TO A T-JUNCTION OF A PAVED ROAD
 ED2565'TURN LEFT ON THE PAVED ROAD FOR 1.1 MILES TO THE STATION ON THE RIGHT
 ED2565'IN THE YARD OF THE STRINGER RIDGE LOOKOUT TOWER.
 ED2565'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FT ABOVE THE
 ED2565'ROAD, 30.0 FT NORTH OF THE CENTER OF THE ROAD, 70.0 FT SOUTH
 ED2565'SOUTHWEST OF THE SOUTH LEG OF THE TOWER, 83.3 FT SOUTHEAST OF THE
 ED2565'EAST CORNER OF A VINYL-SIDED HOUSE (FORESTRY LOOKOUT RESIDENCE), 66.5
 ED2565'FT EAST NORTHEAST OF THE EAST END OF AN 18-INCH CONCRETE PIPE
 ED2565'CULVERT BENEATH THE DRIVEWAY TO THE HOUSE, 51.2 FT WEST OF A
 ED2565'TELEPHONE JUNCTION BOX.
 ED2565'NOTE-MARGINAL GPS STATION.
 ED2565'RECOVERED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2599 ***********************************************************************
 ED2599  DESIGNATION -  4 012
 ED2599  PID         -  ED2599
 ED2599  STATE/COUNTY-  SC/ANDERSON
 ED2599  USGS QUAD   -  FIVE FORKS (1983)
 ED2599
 ED2599                         *CURRENT SURVEY CONTROL
 ED2599  ___________________________________________________________________
 ED2599* NAD 83(2001)-  34 42 31.60500(N)    082 39 32.70436(W)     ADJUSTED  
 ED2599* NAVD 88     -       289.1    (meters)     948.     (feet)  VERTCON   
 ED2599  ___________________________________________________________________
 ED2599  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 ED2599  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ED2599
 ED2599  HORZ ORDER  -  SECOND
 ED2599
 ED2599.The horizontal coordinates were established by classical geodetic methods
 ED2599.and adjusted by the National Geodetic Survey in March 2004..
 ED2599
 ED2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2599
 ED2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2599
 ED2599.The geoid height was determined by GEOID03.
 ED2599
 ED2599;                    North         East     Units Scale Factor Converg.
 ED2599;SPC SC       -   320,108.836   457,623.466   MT  0.99995811   -0 55 11.3
 ED2599;SPC SC       - 1,050,225.84  1,501,389.32   iFT  0.99995811   -0 55 11.3
 ED2599;UTM  17      - 3,842,001.325   348,063.840   MT  0.99988453   -0 56 41.5
 ED2599
 ED2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2599!SPC SC       -   0.99995947  x   0.99995811  =   0.99991758
 ED2599!UTM  17      -   0.99995947  x   0.99988453  =   0.99984401
 ED2599
 ED2599:                Primary Azimuth Mark                     Grid Az
 ED2599:SPC SC       -  4 012 AZ MK                              111 44 28.0
 ED2599:UTM  17      -  4 012 AZ MK                              111 45 58.2
 ED2599
 ED2599|---------------------------------------------------------------------|
 ED2599| PID    Reference Object                     Distance      Geod. Az  |
 ED2599|                                                           dddmmss.s |
 ED2599| ED2597 4 012 AZ MK                         APPROX. 1.3 KM 1104916.7 |
 ED2599|---------------------------------------------------------------------|
 ED2599
 ED2599                          SUPERSEDED SURVEY CONTROL
 ED2599
 ED2599  NAD 83(1986)-  34 42 31.61176(N)    082 39 32.70366(W) AD(       ) 2
 ED2599  NAD 27      -  34 42 31.21313(N)    082 39 33.20711(W) AD(       ) 2
 ED2599  NGVD 29 (07/19/86)  289.2    (m)          949.     (f) VERT ANG       
 ED2599
 ED2599.Superseded values are not recommended for survey control.
 ED2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2599.See file dsdata.txt to determine how the superseded data were derived.
 ED2599
 ED2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4806442001(NAD 83)
 ED2599_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2599_SP_SET: CONCRETE POST
 ED2599_STAMPING: HORZ 4 012 1980
 ED2599_MARK LOGO: SCGS  
 ED2599_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2599+STABILITY: SURFACE MOTION
 ED2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2599+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 ED2599
 ED2599  HISTORY     - Date     Condition        Report By
 ED2599  HISTORY     - 1980     MONUMENTED       SCGS
 ED2599  HISTORY     - 1980     GOOD             SCGS
 ED2599  HISTORY     - 19920211 GOOD             SCGS
 ED2599
 ED2599                          STATION DESCRIPTION
 ED2599
 ED2599'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2599'THE STATION IS LOCATED ABOUT 21 KM (13 MI) NORTH OF ANDERSON,
 ED2599'11.2 KM (7 MI) EAST OF CENTRAL, 9.5 KM (6 MI) SOUTH-SOUTHEAST
 ED2599'OF LIBERTY, 4 KM (2.5 MI) NORTHEAST OF TRIANGULATION STATION
 ED2599'WILLIS, IN THE FRONT YARD OF A GREEN ROOFED WHITE HOUSE.
 ED2599'OWNERSHIP--WILLIE RANKIN, ROUTE 1 BOX 166, LIBERTY SC 29657,
 ED2599'PHONE 803-225-9811.
 ED2599'
 ED2599'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 ED2599'85 AND U.S. HIGHWAY 178, WHICH IS 8.0 KM (5 MI) NORTH OF
 ED2599'ANDERSON.  GO NORTH ON U.S. HIGHWAY
 ED2599'178 FOR 6.9 KM (4.3 MI) TO A FORK.  KEEP LEFT ON U.S. HIGHWAY
 ED2599'178 FOR 4.8 KM (3.0 MI) TO A CROSSROAD AT WALTER MCELMOYLE
 ED2599'FIREHOUSE NUMBER 16.  CONTINUE NORTH ON U.S. HIGHWAY 178 FOR
 ED2599'4.0 KM (2.5 MI) TO THE JUNCTION OF STATE HIGHWAY 88.  TURN
 ED2599'RIGHT AND GO EAST ON STATE HIGHWAY 88 FOR 1.8 KM (1.1 MI)
 ED2599'TO A DIRT DRIVEWAY LEFT AT THE TOP OF A GRADE.  TURN LEFT AND
 ED2599'GO NORTH ON THE DIRT DRIVEWAY FOR 0.1 KM (0.05 MI) TO THE
 ED2599'STATION ON THE RIGHT.
 ED2599'
 ED2599'THE STATION IS A STANDARD SCGS DISK
 ED2599'STAMPED---HORZ 4 012 1980---,
 ED2599'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2599'FLUSH WITH GROUND.  IT IS LOCATED
 ED2599'58.7 METERS (192.5 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 88,
 ED2599'19.1 METERS (62.6 FT) SOUTH FROM A 40 CM PECAN TREE,
 ED2599'17.8 METERS (58.4 FT) NORTHWEST FROM A 61 CM OAK TREE,
 ED2599'12.7 METERS (41.6 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 ED2599'OF THE PORCH
 ED2599'6.7 METERS (22.1 FT) SOUTHWEST FROM A 61 CM PECAN TREE AND
 ED2599'2.4 METERS (8.0 FT) NORTHEAST FROM THE CENTER OF A DRIVEWAY.
 ED2599'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2599'STAMPED---HORZ 4 012 1980---,
 ED2599'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2599'
 ED2599'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2599'STAMPED---AZ MK 4 012 1980---,
 ED2599'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2599'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 ED2599'28.5 METERS (93.4 FT) SOUTHWEST FROM THE
 ED2599'SOUTHWEST CORNER OF A BRICK BUILDING,
 ED2599'14.7 METERS (48.1 FT) WEST FROM THE CENTER OF THE DRIVEWAY,
 ED2599'12.4 METERS (40.7 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 88,
 ED2599'1.52 METERS (5.0 FT) SOUTH FROM A METAL WITNESS POST.
 ED2599'
 ED2599'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST
 ED2599'ON HIGHWAY 88 FOR
 ED2599'1.3 KM (0.8 MI) TO A SURFACED DRIVEWAY LEFT LEADING TO A BRICK
 ED2599'BUILDING.  TURN LEFT INTO THE DRIVEWAY FOR 12 METERS
 ED2599'(39 FT) TO THE AZIMUTH MARK ON THE LEFT.
 ED2599'
 ED2599'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2599'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2599
 ED2599                          STATION RECOVERY (1980)
 ED2599
 ED2599'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2599'RECOVERED IN GOOD CONDITION.
 ED2599
 ED2599                          STATION RECOVERY (1992)
 ED2599
 ED2599'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2599'STATION IS LOCATED 9.0 MILES SOUTH SOUTHWEST OF EASLEY, 8.7 MILES
 ED2599'NORTHEAST OF PENDLETON. OWNERSHIP--JOANN WIGINGTON, 128 TRAVELER
 ED2599'TRAIL, PIEDMONT, SC 29673.
 ED2599'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE
 ED2599'HIGHWAY 88, 9.55 MILES SOUTHWEST OF EASLEY, GO EAST ON HIGHWAY 88 FOR
 ED2599'0.65 MILE TO A PAVED ROAD LEFT (JAMISON DRIVE), CONTINUE ON HIGHWAY 88
 ED2599'FOR 0.45 MILE TO A DIRT DRIVEWAY LEFT LEADING TO AN ABANDONED WOODEN
 ED2599'HOUSE AT THE TOP OF A HILL, TURN LEFT FOR 0.05 MILE TO THE STATION ON
 ED2599'THE RIGHT AT THE EDGE OF THE DRIVEWAY.
 ED2599'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 0.5 FOOT ABOVE THE
 ED2599'DRIVEWAY, 7.0 FT EAST OF THE CENTER OF THE DRIVEWAY, 53.8 FT WEST
 ED2599'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 99.3 FT SOUTH
 ED2599'SOUTHWEST OF THE SOUTHWEST CORNER OF A CINDER BLOCK PUMP HOUSE, 179.2
 ED2599'FT NORTH OF A POWER POLE WITH TRANSFORMER AND 3 GUY WIRES, 199.0
 ED2599'FT NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY.
 ED2599'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 012 AZ MK.
 ED2599'RECOVERED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2597 ***********************************************************************
 ED2597  DESIGNATION -  4 012 AZ MK
 ED2597  PID         -  ED2597
 ED2597  STATE/COUNTY-  SC/ANDERSON
 ED2597  USGS QUAD   -  FIVE FORKS (1983)
 ED2597
 ED2597                         *CURRENT SURVEY CONTROL
 ED2597  ___________________________________________________________________
 ED2597* NAD 83(2001)-  34 42 16.62792(N)    082 38 45.02394(W)     ADJUSTED  
 ED2597* NAVD 88     -       270.2    (meters)     886.     (feet)  VERTCON   
 ED2597  ___________________________________________________________________
 ED2597  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 ED2597  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ED2597
 ED2597  HORZ ORDER  -  SECOND
 ED2597
 ED2597.The horizontal coordinates were established by classical geodetic methods
 ED2597.and adjusted by the National Geodetic Survey in March 2004..
 ED2597
 ED2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2597
 ED2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2597
 ED2597.The geoid height was determined by GEOID03.
 ED2597
 ED2597;                    North         East     Units Scale Factor Converg.
 ED2597;SPC SC       -   319,627.991   458,829.251   MT  0.99995680   -0 54 44.8
 ED2597;SPC SC       - 1,048,648.26  1,505,345.31   iFT  0.99995680   -0 54 44.8
 ED2597;UTM  17      - 3,841,519.992   349,269.325   MT  0.99988003   -0 56 14.0
 ED2597
 ED2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2597!SPC SC       -   0.99996244  x   0.99995680  =   0.99991924
 ED2597!UTM  17      -   0.99996244  x   0.99988003  =   0.99984247
 ED2597
 ED2597                          SUPERSEDED SURVEY CONTROL
 ED2597
 ED2597  NAD 83(1986)-  34 42 16.63479(N)    082 38 45.02322(W) AD(       ) 2
 ED2597  NAD 27      -  34 42 16.23470(N)    082 38 45.52857(W) AD(       ) 2
 ED2597  NGVD 29 (07/19/86)  270.3    (m)          887.     (f) VERT ANG       
 ED2597
 ED2597.Superseded values are not recommended for survey control.
 ED2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2597.See file dsdata.txt to determine how the superseded data were derived.
 ED2597
 ED2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4926941520(NAD 83)
 ED2597_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2597_SP_SET: CONCRETE POST
 ED2597_STAMPING: AZ MK 4 012 1980
 ED2597_MARK LOGO: SCGS  
 ED2597_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2597+STABILITY: SURFACE MOTION
 ED2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2597+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 ED2597
 ED2597  HISTORY     - Date     Condition        Report By
 ED2597  HISTORY     - 1980     MONUMENTED       SCGS
 ED2597  HISTORY     - 1980     GOOD             SCGS
 ED2597  HISTORY     - 19920211 GOOD             SCGS
 ED2597
 ED2597                          STATION DESCRIPTION
 ED2597
 ED2597'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 ED2597'THE STATION IS LOCATED ABOUT 21 KM (13 MI) NORTH OF ANDERSON,
 ED2597'12.6 KM (7.7 MI) EAST OF CENTRAL, 9.8 KM (6 MI) SOUTH-SOUTHEAST
 ED2597'OF LIBERTY, 4.2 KM (2.5 MI) EAST-NORTHEAST OF TRIANGULATION
 ED2597'STATION WILLIS.
 ED2597'OWNERSHIP--MRS J ROBERT WIGINGTON, TRAVELIER TRAIL ROUTE 1,
 ED2597'PIEDMONT SC 29673, PHONE 803-598-5938.
 ED2597'
 ED2597'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2597'AND U.S. HIGHWAY 178, 8 KM (5 MI) NORTH OF ANDERSON.  GO NORTH ON
 ED2597'U.S. HIGHWAY 178 FOR 6.9 KM (4.3 MI) TO A FORK.  KEEP LEFT ON
 ED2597'U.S. HIGHWAY 178 FOR 4.8 KM (3.0 MI) TO A CROSSROAD AT WALTER
 ED2597'MCELMOYLE FIREHOUSE 16.  CONTINUE NORTH ON U.S. HIGHWAY 178 FOR
 ED2597'4.0 KM (2.5 MI) TO THE JUNCTION OF STATE HIGHWAY 88.  TURN RIGHT
 ED2597'AND GO EAST ON STATE HIGHWAY 88 FOR 1.8 KM (1.1 MI) TO A DIRT
 ED2597'DRIVEWAY LEFT AT THE TOP OF A GRADE AND STATION 4 012 SCGS ON
 ED2597'THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 88 FOR 1.3 KM (0.8 MI)
 ED2597'TO A SURFACED DRIVEWAY LEFT LEADING TO A BRICK SUBSTATION
 ED2597'BUILDING.  TURN LEFT INTO THE DRIVEWAY FOR 12 METERS (39.4 FT)
 ED2597'TO THE STATION ON THE LEFT.
 ED2597'
 ED2597'THE STATION IS A STANDARD SCGS DISK
 ED2597'STAMPED---AZ MK 4 012 1980---,
 ED2597'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2597'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 ED2597'29.1 METERS (95.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 ED2597'A BRICK BUILDING,
 ED2597'15.0 METERS (49.2 FT) WEST FROM THE PAVED DRIVEWAY CENTER,
 ED2597'12.6 METERS (41.3 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 88
 ED2597'AND 1.56 METERS (5.1 FT) SOUTH FROM A METAL WITNESS POST.
 ED2597'
 ED2597'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2597'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2597
 ED2597                          STATION RECOVERY (1980)
 ED2597
 ED2597'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2597'RECOVERED IN GOOD CONDITION.
 ED2597
 ED2597                          STATION RECOVERY (1992)
 ED2597
 ED2597'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2597'STATION IS LOCATED 9.0 MILES SOUTH SOUTHWEST OF EASLEY, 8.7 MILES
 ED2597'NORTHEAST OF PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2597'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2597'803-737-1350.
 ED2597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE
 ED2597'HIGHWAY 88, 9.55 MILES SOUTHWEST OF EASLEY, GO EAST ON HIGHWAY 88 FOR
 ED2597'0.65 MILE TO A PAVED ROAD LEFT (JAMISON DRIVE), CONTINUE ON HIGHWAY 88
 ED2597'FOR 1.25 MILES TO A PAVED DRIVE LEFT LEADING TO A SMALL BRICK BUILDING
 ED2597'(SUBSTATION), TURN LEFT ON THE DRIVE AND THE STATION ON THE LEFT IN
 ED2597'AN OVERGROWN AREA.
 ED2597'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0 FT ABOVE THE
 ED2597'HIGHWAY, 41.0 FT NORTH OF THE CENTER OF THE HIGHWAY, 50.0 FT WEST
 ED2597'OF THE CENTER OF THE DRIVE, 6.7 FT WEST NORTHWEST OF A 12-INCH PINE
 ED2597'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 13.4 FT NORTHEAST OF A
 ED2597'15-INCH CEDAR PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 95.3
 ED2597'FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 4.9 FEET SOUTH
 ED2597'SOUTHWEST OF A WITNESS POST.
 ED2597'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 012.
 ED2597'RECOVERED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2630 ***********************************************************************
 ED2630  DESIGNATION -  4 013
 ED2630  PID         -  ED2630
 ED2630  STATE/COUNTY-  SC/ANDERSON
 ED2630  USGS QUAD   -  LA FRANCE (1980)
 ED2630
 ED2630                         *CURRENT SURVEY CONTROL
 ED2630  ___________________________________________________________________
 ED2630* NAD 83(2001)-  34 32 27.75817(N)    082 51 11.13907(W)     ADJUSTED  
 ED2630* NAVD 88     -       242.5    (meters)     796.     (feet)  GPS OBS   
 ED2630  ___________________________________________________________________
 ED2630  X           -     654,371.597 (meters)                     COMP
 ED2630  Y           -  -5,218,772.407 (meters)                     COMP
 ED2630  Z           -   3,596,163.446 (meters)                     COMP
 ED2630  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 ED2630  ELLIP HEIGHT-         211.85  (meters)          (03/13/03) GPS OBS
 ED2630  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 ED2630
 ED2630  HORZ ORDER  -  FIRST
 ED2630  ELLP ORDER  -  FOURTH    CLASS II
 ED2630
 ED2630.The horizontal coordinates were established by GPS observations
 ED2630.and adjusted by the National Geodetic Survey in March 2003..
 ED2630
 ED2630.The orthometric height was determined by GPS observations and a
 ED2630.high-resolution geoid model.
 ED2630
 ED2630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2630
 ED2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2630
 ED2630.The ellipsoidal height was determined by GPS observations
 ED2630.and is referenced to NAD 83.
 ED2630
 ED2630.The geoid height was determined by GEOID03.
 ED2630
 ED2630;                    North         East     Units Scale Factor Converg.
 ED2630;SPC SC       -   301,807.559   439,519.869   MT  0.99990924   -1 01 38.5
 ED2630;SPC SC       -   990,182.28  1,441,994.32   iFT  0.99990924   -1 01 38.5
 ED2630;UTM  17      - 3,823,708.005   329,952.684   MT  0.99995642   -1 03 03.4
 ED2630
 ED2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2630!SPC SC       -   0.99996675  x   0.99990924  =   0.99987599
 ED2630!UTM  17      -   0.99996675  x   0.99995642  =   0.99992317
 ED2630
 ED2630:                Primary Azimuth Mark                     Grid Az
 ED2630:SPC SC       -  4 013 AZ MK                              303 44 23.8
 ED2630:UTM  17      -  4 013 AZ MK                              303 45 48.7
 ED2630
 ED2630|---------------------------------------------------------------------|
 ED2630| PID    Reference Object                     Distance      Geod. Az  |
 ED2630|                                                           dddmmss.s |
 ED2630| ED2631 4 013 AZ MK                         APPROX. 0.6 KM 3024245.3 |
 ED2630|---------------------------------------------------------------------|
 ED2630
 ED2630                          SUPERSEDED SURVEY CONTROL
 ED2630
 ED2630  NAD 83(1995)-  34 32 27.75791(N)    082 51 11.13905(W) AD(       ) 1
 ED2630  ELLIP H (12/20/99)  211.87   (m)                       GP(       ) 4 1
 ED2630  NAD 83(1986)-  34 32 27.76761(N)    082 51 11.13506(W) AD(       ) 1
 ED2630  NAD 83(1986)-  34 32 27.76761(N)    082 51 11.13506(W) AD(       ) 2
 ED2630  NAD 27      -  34 32 27.39813(N)    082 51 11.62915(W) AD(       ) 2
 ED2630  NGVD 29 (07/19/86)  242.8    (m)          797.     (f) VERT ANG       
 ED2630
 ED2630.Superseded values are not recommended for survey control.
 ED2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2630.See file dsdata.txt to determine how the superseded data were derived.
 ED2630
 ED2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2995323708(NAD 83)
 ED2630_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2630_SP_SET: CONCRETE POST
 ED2630_STAMPING: HORZ 4 013 1980
 ED2630_MARK LOGO: SCGS  
 ED2630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2630+STABILITY: SURFACE MOTION
 ED2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2630+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 ED2630
 ED2630  HISTORY     - Date     Condition        Report By
 ED2630  HISTORY     - 1980     MONUMENTED       SCGS
 ED2630  HISTORY     - 1980     GOOD             SCGS
 ED2630  HISTORY     - 19921101 GOOD             NGS
 ED2630  HISTORY     - 19950801 GOOD             SCGS
 ED2630  HISTORY     - 20040321 GOOD             USPSQD
 ED2630
 ED2630                          STATION DESCRIPTION
 ED2630
 ED2630'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2630'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHEAST OF
 ED2630'ANDERSON, 12.9 KM (8.0 MI) SOUTHWEST OF TOKEENA CROSSROADS AND
 ED2630'4.0 KM (2.5 MI) SOUTHWEST OF TOWNVILLE, SET NEAR THE SOUTH
 ED2630'INTERSECTION OF STATE HIGHWAY 24 AND COUNTY ROAD S-4-235 ON THE
 ED2630'SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 24.
 ED2630'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2630'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2630'
 ED2630'TO REACH THE STATION FROM THE POST OFFICE IN TOWNVILLE.  GO
 ED2630'SOUTHWEST ON HIGHWAY 24 FOR 6.2 KM (3.85 MI) TO THE JUNCTION
 ED2630'OF A DIRT COUNTY ROAD S-4-257 AND THE AZIMUTH MARK ON THE LEFT.
 ED2630'CONTINUE SOUTHEAST ON HIGHWAY 24 FOR 0.6 KM (0.35 MI) TO THE
 ED2630'STATION ON THE RIGHT, JUST PAST COUNTY ROAD S-4-235.
 ED2630'
 ED2630'THE STATION IS A STANDARD SCGS DISK
 ED2630'STAMPED---HORZ 4 013 1980---,
 ED2630'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2630'FLUSH WITH GROUND.  IT IS LOCATED
 ED2630'33.7 METERS (110.5 FT) SOUTHEAST FROM THE APPROXIMATE
 ED2630'CENTER COUNTY ROAD S-4-235,
 ED2630'11.1 METERS (36.5 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2630'OF HIGHWAY 24,
 ED2630'1.59 METERS (5.30 FT) NORTHWEST FROM A METAL WITNESS POST AND
 ED2630'1.5 METERS (4.9 FT) EAST FROM A POWERPOLE WITH TRANSFORMER AND
 ED2630'GUY WIRE.
 ED2630'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2630'STAMPED---HORZ 4 013 1980---,
 ED2630'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2630'
 ED2630'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2630'STAMPED---AZ MK 4 013 1980---,
 ED2630'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2630'FLUSH WITH GROUND.  IT IS LOCATED
 ED2630'18 METERS (59.1 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 ED2630'OF HIGHWAY 24,
 ED2630'16.4 METERS (53.8 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2630'COUNTY ROAD S-4-257,
 ED2630'2.28 METERS (7.5 FT) SOUTHWEST FROM THE FENCE CORNER AND
 ED2630'1.65 METERS (5.4 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 ED2630'
 ED2630'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2630'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2630
 ED2630                          STATION RECOVERY (1980)
 ED2630
 ED2630'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2630'RECOVERED IN GOOD CONDITION.
 ED2630
 ED2630                          STATION RECOVERY (1992)
 ED2630
 ED2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2630'STATION IS LOCATED 3.05 MILES (4.91 KM) SOUTHEAST OF TOWNVILLE, 8.65
 ED2630'MILES (13.92 KM) SOUTHWEST OF PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR
 ED2630'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2630'803-737-1350.
 ED2630'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2630'STATE HIGHWAY 24, 4.1 MILES (6.6 KM) SOUTHEAST OF TOWNVILLE, GO
 ED2630'NORTHWEST ON HIGHWAY 24 FOR 1.2 MILES (1.9 KM) TO THE STATION ON THE
 ED2630'LEFT NEAR A POWER POLE WITH AN ELECTRIC METER AND GUY WIRE.
 ED2630'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2630'HIGHWAY, 36.4 FEET (11.1 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 ED2630'114.0 FEET (34.7 M) SOUTHEAST OF THE CENTER OF STATE ROAD 235 (PRATER
 ED2630'GIN ROAD), 6.0 FEET (1.8 M) EAST OF THE POWER POLE, 57.4 FEET
 ED2630'(17.5 M) WEST NORTHWEST OF THE WEST END OF A 20-INCH CONCRETE PIPE
 ED2630'CULVERT BENEATH A PAVED DRIVEWAY TO A CLEARED HOME SITE, 5.2 FEET
 ED2630'(1.6 M) NORTHWEST OF A WITNESS POST.
 ED2630'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 013 AZ MK.
 ED2630
 ED2630                          STATION RECOVERY (1995)
 ED2630
 ED2630'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED2630'RECOVERED AS DESCRIBED.
 ED2630
 ED2630                          STATION RECOVERY (2004)
 ED2630
 ED2630'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRP)
 ED2630'125 DEGREES BEARING FROM WITTNESS POST 5.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2631 ***********************************************************************
 ED2631  DESIGNATION -  4 013 AZ MK
 ED2631  PID         -  ED2631
 ED2631  STATE/COUNTY-  SC/ANDERSON
 ED2631  USGS QUAD   -  LA FRANCE (1980)
 ED2631
 ED2631                         *CURRENT SURVEY CONTROL
 ED2631  ___________________________________________________________________
 ED2631* NAD 83(2001)-  34 32 38.76112(N)    082 51 31.84267(W)     ADJUSTED  
 ED2631* NAVD 88     -       236.1    (meters)     775.     (feet)  VERTCON   
 ED2631  ___________________________________________________________________
 ED2631  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 ED2631  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 ED2631
 ED2631  HORZ ORDER  -  SECOND
 ED2631
 ED2631.The horizontal coordinates were established by classical geodetic methods
 ED2631.and adjusted by the National Geodetic Survey in March 2004..
 ED2631
 ED2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2631
 ED2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2631
 ED2631.The geoid height was determined by GEOID03.
 ED2631
 ED2631;                    North         East     Units Scale Factor Converg.
 ED2631;SPC SC       -   302,156.003   438,998.187   MT  0.99991005   -1 01 50.0
 ED2631;SPC SC       -   991,325.47  1,440,282.77   iFT  0.99991005   -1 01 50.0
 ED2631;UTM  17      - 3,824,056.681   329,431.121   MT  0.99995861   -1 03 15.5
 ED2631
 ED2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2631!SPC SC       -   0.99996774  x   0.99991005  =   0.99987779
 ED2631!UTM  17      -   0.99996774  x   0.99995861  =   0.99992635
 ED2631
 ED2631                          SUPERSEDED SURVEY CONTROL
 ED2631
 ED2631  NAD 83(1986)-  34 32 38.77028(N)    082 51 31.83876(W) AD(       ) 2
 ED2631  NAD 27      -  34 32 38.40139(N)    082 51 32.33201(W) AD(       ) 2
 ED2631  NGVD 29 (07/19/86)  236.2    (m)          775.     (f) VERT ANG       
 ED2631
 ED2631.Superseded values are not recommended for survey control.
 ED2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2631.See file dsdata.txt to determine how the superseded data were derived.
 ED2631
 ED2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2943124057(NAD 83)
 ED2631_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2631_SP_SET: CONCRETE POST
 ED2631_STAMPING: AZ MK 4 013 1980
 ED2631_MARK LOGO: SCGS  
 ED2631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2631+STABILITY: SURFACE MOTION
 ED2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2631+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 ED2631
 ED2631  HISTORY     - Date     Condition        Report By
 ED2631  HISTORY     - 1980     MONUMENTED       SCGS
 ED2631  HISTORY     - 1980     GOOD             SCGS
 ED2631  HISTORY     - 19920210 GOOD             SCGS
 ED2631  HISTORY     - 20040321 GOOD             USPSQD
 ED2631
 ED2631                          STATION DESCRIPTION
 ED2631
 ED2631'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2631'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHEAST OF
 ED2631'ANDERSON, 12.9 KM (8.0 MI) SOUTHWEST OF TOKEENA CROSSROADS
 ED2631'AND 4.0 KM (2.5 MI) SOUTHWEST OF TOWNVILLE,
 ED2631'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 ED2631'STATE HIGHWAY 24 AND COUNTY ROAD S-4-257, ON THE
 ED2631'NORTH RIGHT-OF-WAY OF STATE HIGHWAY 24.
 ED2631'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2631'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2631'
 ED2631'TO REACH THE STATION FROM THE POST OFFICE IN TOWNVILLE.  GO
 ED2631'SOUTHEAST ON HIGHWAY 24 FOR 6.2 KM (3.85 MI) TO THE
 ED2631'JUNCTION OF COUNTY ROAD S-4-257 AND THE STATION ON THE LEFT.
 ED2631'
 ED2631'THE STATION IS A STANDARD SCGS DISK
 ED2631'STAMPED---AZ MK 4 013 1980---,
 ED2631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2631'FLUSH WITH GROUND.  IT IS LOCATED
 ED2631'18 METERS (59.1 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 ED2631'OF HIGHWAY 24,
 ED2631'16.4 METERS (53.8 FT) NORTHWEST FROM THE APPROXIMATE
 ED2631'CENTER OF COUNTY ROAD S-4-257,
 ED2631'2.28 METERS (7.5 FT) SOUTHWEST FROM THE FENCE CORNER AND
 ED2631'1.65 METERS (5.4 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 ED2631'
 ED2631'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2631'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2631
 ED2631                          STATION RECOVERY (1980)
 ED2631
 ED2631'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2631'RECOVERED IN GOOD CONDITION.
 ED2631
 ED2631                          STATION RECOVERY (1992)
 ED2631
 ED2631'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2631'STATION IS LOCATED 2.65 MILES SOUTHEAST OF TOWNVILLE, 8.6 MILES
 ED2631'SOUTHWEST OF PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2631'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2631'803-737-1350.
 ED2631'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2631'STATE HIGHWAY 24, 4.1 MILES SOUTHEAST OF TOWNVILLE, GO NORTHWEST ON
 ED2631'HIGHWAY 24 FOR 1.6 MILES TO THE JUNCTION OF STATE ROAD 257 (FIELD
 ED2631'ROAD) AND THE STATION NEAR A FENCE LINE IN THE NORTHWEST ANGLE OF THE
 ED2631'JUNCTION.
 ED2631'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FT ABOVE THE
 ED2631'HIGHWAY, 60.0 FT NORTHEAST OF THE CENTER OF THE HIGHWAY, 9.8 FEET
 ED2631'SOUTHWEST OF THE FENCE LINE, 53.5 FT NORTHWEST OF THE CENTER OF THE
 ED2631'ROAD, 17.0 FT WEST OF THE FENCE CORNER POST WITH A SCGS REFERENCE
 ED2631'WASHER ATTACHED, 5.4 FT SOUTHEAST OF A WITNESS POST.
 ED2631'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 013.
 ED2631'RECOVERED BY D.D. WOODS.
 ED2631
 ED2631                          STATION RECOVERY (2004)
 ED2631
 ED2631'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRP)
 ED2631'40 DEGREES BEARING FROM WITTNESS POST 5.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2596 ***********************************************************************
 ED2596  DESIGNATION -  4 014
 ED2596  PID         -  ED2596
 ED2596  STATE/COUNTY-  SC/ANDERSON
 ED2596  USGS QUAD   -  ANDERSON NORTH (1983)
 ED2596
 ED2596                         *CURRENT SURVEY CONTROL
 ED2596  ___________________________________________________________________
 ED2596* NAD 83(2001)-  34 31 02.25930(N)    082 44 21.16504(W)     ADJUSTED  
 ED2596* NAVD 88     -       254.1    (meters)     834.     (feet)  VERTCON   
 ED2596  ___________________________________________________________________
 ED2596  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 ED2596  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 ED2596
 ED2596  HORZ ORDER  -  SECOND
 ED2596
 ED2596.The horizontal coordinates were established by classical geodetic methods
 ED2596.and adjusted by the National Geodetic Survey in March 2004..
 ED2596
 ED2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2596
 ED2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2596
 ED2596.The geoid height was determined by GEOID03.
 ED2596
 ED2596;                    North         East     Units Scale Factor Converg.
 ED2596;SPC SC       -   298,991.921   449,926.773   MT  0.99990301   -0 57 51.2
 ED2596;SPC SC       -   980,944.62  1,476,137.71   iFT  0.99990301   -0 57 51.2
 ED2596;UTM  17      - 3,820,888.189   340,358.780   MT  0.99991413   -0 59 08.7
 ED2596
 ED2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2596!SPC SC       -   0.99996490  x   0.99990301  =   0.99986792
 ED2596!UTM  17      -   0.99996490  x   0.99991413  =   0.99987904
 ED2596
 ED2596:                Primary Azimuth Mark                     Grid Az
 ED2596:SPC SC       -  4 014 AZ MK                              039 34 29.3
 ED2596:UTM  17      -  4 014 AZ MK                              039 35 46.8
 ED2596
 ED2596|---------------------------------------------------------------------|
 ED2596| PID    Reference Object                     Distance      Geod. Az  |
 ED2596|                                                           dddmmss.s |
 ED2596| ED2595 4 014 AZ MK                         APPROX. 0.5 KM 0383638.1 |
 ED2596|---------------------------------------------------------------------|
 ED2596
 ED2596                          SUPERSEDED SURVEY CONTROL
 ED2596
 ED2596  NAD 83(1986)-  34 31 02.26799(N)    082 44 21.16352(W) AD(       ) 2
 ED2596  NAD 27      -  34 31 01.89134(N)    082 44 21.66974(W) AD(       ) 2
 ED2596  NGVD 29 (07/19/86)  254.2    (m)          834.     (f) VERT ANG       
 ED2596
 ED2596.Superseded values are not recommended for survey control.
 ED2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2596.See file dsdata.txt to determine how the superseded data were derived.
 ED2596
 ED2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4035920888(NAD 83)
 ED2596_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2596_SP_SET: CONCRETE POST
 ED2596_STAMPING: HORZ 4 014 1980
 ED2596_MARK LOGO: SCGS  
 ED2596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2596+STABILITY: SURFACE MOTION
 ED2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2596+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 ED2596
 ED2596  HISTORY     - Date     Condition        Report By
 ED2596  HISTORY     - 1980     MONUMENTED       SCGS
 ED2596  HISTORY     - 1980     GOOD             SCGS
 ED2596  HISTORY     - 19920218 GOOD             SCGS
 ED2596  HISTORY     - 20040320 GOOD             USPSQD
 ED2596
 ED2596                          STATION DESCRIPTION
 ED2596
 ED2596'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2596'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) EAST-SOUTHEAST OF
 ED2596'TOWNVILLE, 11.3 KM (7.0 MI) NORTHWEST OF FLATROCK  AND 7.2 KM (4.
 ED2596'5 MI) WEST OF ANDERSON, SET IN THE FRONT LAWN OF THE NEW PROSPECT
 ED2596'BAPTIST CHURCH.
 ED2596'OWNERSHIP--DR JOHNSON, RT 11 BOX 152,
 ED2596'ANDERSON SC 29626, PHONE 803 758 3414.
 ED2596'
 ED2596'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED2596'U.S. HIGHWAY 76.  GO SOUTH ON HIGHWAY 76 FOR 2.7 KM (1.7 MI) TO THE
 ED2596'JUNCTION OF STATE HIGHWAY 28.  TURN RIGHT AND GO 3.2 KM (2.0 MI)
 ED2596'TO THE JUNCTION OF COUNTY ROAD S-4-34.  TURN RIGHT AND GO 0.6 KM
 ED2596'(0.4 MI) TO A FORK.  TAKE LEFT FORK FOR 1.4 KM (0.9 MI) TO
 ED2596'A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.25 KM (0.15 MI) TO A
 ED2596'SIDE ROAD LEFT, LEADING TO THE NEW PROSPECT BAPTIST CHURCH.
 ED2596'TURN LEFT FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 ED2596'
 ED2596'THE STATION IS A STANDARD SCGS DISK
 ED2596'STAMPED---HORZ 4 914 SCGS---,
 ED2596'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2596'FLUSH WITH GROUND.  IT IS LOCATED
 ED2596'14.83 METERS (48.7 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 ED2596'CHURCH
 ED2596'7.5 METERS (24.6 FT) EAST FROM THE APPROXIMATE CENTER OF A
 ED2596'PAVED DRIVE LEADING SOUTH AND
 ED2596'1.1 METERS (3.6 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 ED2596'SIDEWALK.
 ED2596'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2596'STAMPED---HORZ 4 014 1980---,
 ED2596'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2596'
 ED2596'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2596'STAMPED---AZ MK 4 014 1980---,
 ED2596'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2596'FLUSH WITH GROUND.  IT IS LOCATED
 ED2596'6.1 METERS (20.0 FT) NORTH FROM THE APPROXIMATE CENTER OF A DIRT
 ED2596'DIRT DRIVEWAY LEADING TO A HOUSE,
 ED2596'5.6 METERS (18.4 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 ED2596'OF A PAVED ROAD,
 ED2596'1.67 METERS (5.5 FT) SOUTHWEST FROM A METAL TELEPHONE JUNCTION
 ED2596'BOX NUMBER 482.
 ED2596'
 ED2596'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON PAVED ROAD
 ED2596'FOR 0.1 KM (0.05 MI) TO COUNTY ROAD S-4-34.  TURN RIGHT AND GO
 ED2596'0.24 KM (0.15 MI) TO A SIDE ROAD LEFT (KEASLER ROAD).  TURN LEFT
 ED2596'AND GO 0.24 KM (0.15 MI) TO A DIRT DRIVE AND THE AZIMUTH
 ED2596'MARK ON THE RIGHT.
 ED2596'
 ED2596'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2596'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2596
 ED2596                          STATION RECOVERY (1980)
 ED2596
 ED2596'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2596'RECOVERED IN GOOD CONDITION.
 ED2596
 ED2596                          STATION RECOVERY (1992)
 ED2596
 ED2596'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2596'STATION IS LOCATED 5.2 MILES WEST NORTHWEST OF ANDERSON,
 ED2596'9.7 MILES SOUTH SOUTHEAST
 ED2596'OF PENDLETON. OWNERSHIP--NEW PROSPECT BAPTIST CHURCH, DR.
 ED2596'E. GREEN/PASTOR, 2503 WHITEHALL ROAD, ANDERSON, SC 29625, PHONE
 ED2596'803-225-1236.
 ED2596'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 187, 24
 ED2596'AND STATE ROAD 93, 6.1 MILES WEST OF ANDERSON, GO EAST SOUTHEAST ON
 ED2596'HIGHWAY 187 FOR 0.25 MILE TO THE JUNCTION OF STATE ROAD 34 (WHITEHALL
 ED2596'ROAD), TURN LEFT ON ROAD 34 FOR 1.0 MILE TO THE JUNCTION OF STATE ROAD
 ED2596'1045 (NEW PROSPECT CHURCH ROAD), TURN RIGHT ON ROAD 1045 FOR 0.1 MILE
 ED2596'TO THE SECOND OF TWO DRIVEWAYS TO THE PARKING SPACES IN FRONT OF THE
 ED2596'NEW PROSPECT CHURCH, TURN LEFT ON THE DRIVE FOR 0.05 MILE TO THE
 ED2596'STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF THE CHURCH.
 ED2596'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 0.5 FOOT ABOVE THE
 ED2596'DRIVE, 1.7 FT EAST OF THE EAST EDGE OF THE NORTH-SOUTH SIDEWALK,
 ED2596'26.0 FT NORTH OF THE NORTH EDGE OF THE EAST-WEST SIDEWALK, 48.6 FEET
 ED2596'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 80.1 FT SOUTHEAST OF
 ED2596'A POWER POLE NUMBER 087354/030044.
 ED2596'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 014 AZ MK.
 ED2596'RECOVERED BY R.W. ROBERTS.
 ED2596
 ED2596                          STATION RECOVERY (2004)
 ED2596
 ED2596'RECOVERY NOTE BY US POWER SQUADRON 2004 (MJS)
 ED2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2595 ***********************************************************************
 ED2595  DESIGNATION -  4 014 AZ MK
 ED2595  PID         -  ED2595
 ED2595  STATE/COUNTY-  SC/ANDERSON
 ED2595  USGS QUAD   -  ANDERSON NORTH (1983)
 ED2595
 ED2595                         *CURRENT SURVEY CONTROL
 ED2595  ___________________________________________________________________
 ED2595* NAD 83(2001)-  34 31 15.13771(N)    082 44 08.73920(W)     ADJUSTED  
 ED2595* NAVD 88     -       253.3    (meters)     831.     (feet)  VERTCON   
 ED2595  ___________________________________________________________________
 ED2595  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 ED2595  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 ED2595
 ED2595  HORZ ORDER  -  SECOND
 ED2595
 ED2595.The horizontal coordinates were established by classical geodetic methods
 ED2595.and adjusted by the National Geodetic Survey in March 2004..
 ED2595
 ED2595.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2595
 ED2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2595
 ED2595.The geoid height was determined by GEOID03.
 ED2595
 ED2595;                    North         East     Units Scale Factor Converg.
 ED2595;SPC SC       -   299,383.340   450,250.293   MT  0.99990394   -0 57 44.3
 ED2595;SPC SC       -   982,228.81  1,477,199.12   iFT  0.99990394   -0 57 44.3
 ED2595;UTM  17      - 3,821,279.490   340,682.450   MT  0.99991286   -0 59 01.9
 ED2595
 ED2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2595!SPC SC       -   0.99996503  x   0.99990394  =   0.99986897
 ED2595!UTM  17      -   0.99996503  x   0.99991286  =   0.99987789
 ED2595
 ED2595                          SUPERSEDED SURVEY CONTROL
 ED2595
 ED2595  NAD 83(1986)-  34 31 15.14639(N)    082 44 08.73768(W) AD(       ) 2
 ED2595  NAD 27      -  34 31 14.76962(N)    082 44 09.24362(W) AD(       ) 2
 ED2595  NGVD 29 (07/19/86)  253.4    (m)          831.     (f) VERT ANG       
 ED2595
 ED2595.Superseded values are not recommended for survey control.
 ED2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2595.See file dsdata.txt to determine how the superseded data were derived.
 ED2595
 ED2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4068221279(NAD 83)
 ED2595_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2595_SP_SET: CONCRETE POST
 ED2595_STAMPING: AZ MK 4 014 1980
 ED2595_MARK LOGO: SCGS  
 ED2595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2595+STABILITY: SURFACE MOTION
 ED2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2595+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 ED2595
 ED2595  HISTORY     - Date     Condition        Report By
 ED2595  HISTORY     - 1980     MONUMENTED       SCGS
 ED2595  HISTORY     - 1980     GOOD             SCGS
 ED2595  HISTORY     - 19920218 GOOD             SCGS
 ED2595  HISTORY     - 20040320 GOOD             USPSQD
 ED2595
 ED2595                          STATION DESCRIPTION
 ED2595
 ED2595'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2595'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) EAST-SOUTHEAST OF
 ED2595'TOWNVILLE, 11.3 KM (7.0 MI) NORTHWEST OF FLATROCK AND 7.2 KM (4.5
 ED2595'MI) WEST OF ANDERSON, ON THE EAST SIDE OF KEASLER ROAD
 ED2595'RIGHT-OF-WAY.
 ED2595'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2595'PO BOX 191, COLUMBIA SC 29203, PHONE 803 758 4314.
 ED2595'
 ED2595'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2595'AND U.S. HIGHWAY 76.  GO SOUTH ON HIGHWAY 76 FOR 2.7 KM (1.7 MI)
 ED2595'TO THE JUNCTION OF STATE HIGHWAY 28.  TURN RIGHT AND GO SOUTH
 ED2595'3.2 KM (2.0 MI) TO THE JUNCTION OF COUNTY ROAD S-4-34, TURN RIGHT
 ED2595'AND GO FOR 0.6 KM (0.4 MI) TO A FORK, TAKE LEFT FORK FOR 1.4 KM
 ED2595'(0.9 MI) TO A CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 1.95 KM
 ED2595'(1.25 MI) TO A SIDE ROAD RIGHT (KEASLER ROAD).  TURN RIGHT FOR
 ED2595'0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 ED2595'
 ED2595'THE STATION IS A STANDARD SCGS DISK
 ED2595'STAMPED---AZ MK 4 014 1980---,
 ED2595'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2595'FLUSH WITH GROUND.  IT IS LOCATED
 ED2595'6.10 METERS (20.0 FT) NORTH FROM THE APPROXIMATE CENTER OF A DIRT
 ED2595'DRIVEWAY,
 ED2595'5.6 METERS (18.4 FT) EAST-NORTHEAST FROM THE CENTER OF THE PAVED
 ED2595'ROAD,
 ED2595'1.67 METERS (5.5 FT) SOUTHWEST FROM A METAL JUNCTION BOX NUMBER
 ED2595'482 AND
 ED2595'1.04 METERS (3.4 FT) NORTHWEST FROM THE FENCE CORNER.
 ED2595'
 ED2595'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2595'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2595
 ED2595                          STATION RECOVERY (1980)
 ED2595
 ED2595'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2595'RECOVERED IN GOOD CONDITION.
 ED2595
 ED2595                          STATION RECOVERY (1992)
 ED2595
 ED2595'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2595'STATION IS LOCATED 5.1 MILES WEST NORTHWEST OF ANDERSON,
 ED2595'9.5 MILES SOUTH
 ED2595'SOUTHEAST OF PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2595'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2595'803-737-1350.
 ED2595'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 187, 24
 ED2595'AND STATE ROAD 93, 6.1 MILES WEST OF ANDERSON, GO EAST SOUTHEAST ON
 ED2595'HIGHWAY 187 FOR 0.25 MILE TO THE JUNCTION OF STATE ROAD 34 (WHITEHALL
 ED2595'ROAD), TURN LEFT ON ROAD 34 FOR 1.0 MILE TO THE JUNCTION OF STATE ROAD
 ED2595'1045 (NEW PROSPECT BAPTIST CHURCH ROAD), CONTINUE ON ROAD 34 FOR 0.25
 ED2595'MILE TO THE JUNCTION OF KEASLER ROAD, TURN LEFT ON KEASLER ROAD FOR
 ED2595'0.15 MILE TO THE STATION NEAR A TELEPHONE JUNCTION BOX NUMBER 482 IN
 ED2595'THE NORTHEAST ANGLE OF A GRAVEL DRIVEWAY LEADING TO THREE HOUSES.
 ED2595'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2595'ROAD, 5.6 FT SOUTHWEST OF THE JUNCTION BOX, 18.2 FT EAST SOUTHEAST
 ED2595'OF THE CENTER OF THE ROAD, 18.9 FT NORTH NORTHWEST OF THE CENTER OF
 ED2595'THE DRIVEWAY, 6.1 FT NORTH NORTHWEST OF THE CENTER OF A WATER METER
 ED2595'COVER, 78.7 FT WEST SOUTHWEST OF A 14-INCH OAK TREE WITH A SCGS
 ED2595'REFERENCE WASHER ATTACHED.
 ED2595'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 014.
 ED2595'RECOVERED BY R.W. ROBERTS.
 ED2595
 ED2595                          STATION RECOVERY (2004)
 ED2595
 ED2595'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 ED2595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2472 ***********************************************************************
 ED2472  DESIGNATION -  4 015
 ED2472  PID         -  ED2472
 ED2472  STATE/COUNTY-  SC/ANDERSON
 ED2472  USGS QUAD   -  HARTWELL NE (1982)
 ED2472
 ED2472                         *CURRENT SURVEY CONTROL
 ED2472  ___________________________________________________________________
 ED2472* NAD 83(2001)-  34 28 42.15148(N)    082 47 32.57783(W)     ADJUSTED  
 ED2472* NAVD 88     -       241.2    (meters)     791.     (feet)  GPS OBS   
 ED2472  ___________________________________________________________________
 ED2472  X           -     660,395.187 (meters)                     COMP
 ED2472  Y           -  -5,221,982.884 (meters)                     COMP
 ED2472  Z           -   3,590,434.108 (meters)                     COMP
 ED2472  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 ED2472  ELLIP HEIGHT-         210.87  (meters)          (12/20/99) GPS OBS
 ED2472  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 ED2472
 ED2472  HORZ ORDER  -  FIRST
 ED2472  ELLP ORDER  -  FOURTH    CLASS I
 ED2472
 ED2472.The horizontal coordinates were established by GPS observations
 ED2472.and adjusted by the National Geodetic Survey in March 2004..
 ED2472
 ED2472.The orthometric height was determined by GPS observations and a
 ED2472.high-resolution geoid model.
 ED2472
 ED2472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2472
 ED2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2472
 ED2472.The ellipsoidal height was determined by GPS observations
 ED2472.and is referenced to NAD 83.
 ED2472
 ED2472.The geoid height was determined by GEOID03.
 ED2472
 ED2472;                    North         East     Units Scale Factor Converg.
 ED2472;SPC SC       -   294,759.093   444,970.951   MT  0.99989319   -0 59 37.3
 ED2472;SPC SC       -   967,057.39  1,459,878.45   iFT  0.99989319   -0 59 37.3
 ED2472;UTM  17      - 3,816,657.100   335,401.251   MT  0.99993395   -1 00 53.6
 ED2472
 ED2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2472!SPC SC       -   0.99996690  x   0.99989319  =   0.99986009
 ED2472!UTM  17      -   0.99996690  x   0.99993395  =   0.99990085
 ED2472
 ED2472:                Primary Azimuth Mark                     Grid Az
 ED2472:SPC SC       -  4 015 AZ MK                              252 11 18.8
 ED2472:UTM  17      -  4 015 AZ MK                              252 12 35.1
 ED2472
 ED2472|---------------------------------------------------------------------|
 ED2472| PID    Reference Object                     Distance      Geod. Az  |
 ED2472|                                                           dddmmss.s |
 ED2472| ED2474 4 015 AZ MK                         468.687 METERS 2511141.5 |
 ED2472|---------------------------------------------------------------------|
 ED2472
 ED2472                          SUPERSEDED SURVEY CONTROL
 ED2472
 ED2472  NAD 83(1995)-  34 28 42.15190(N)    082 47 32.57823(W) AD(       ) 1
 ED2472  NAD 83(1986)-  34 28 42.16058(N)    082 47 32.57631(W) AD(       ) 1
 ED2472  NAD 83(1986)-  34 28 42.16058(N)    082 47 32.57631(W) AD(       ) 2
 ED2472  NAD 27      -  34 28 41.79018(N)    082 47 33.08575(W) AD(       ) 2
 ED2472  NGVD 29 (07/19/86)  241.6    (m)          793.     (f) VERT ANG       
 ED2472
 ED2472.Superseded values are not recommended for survey control.
 ED2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2472.See file dsdata.txt to determine how the superseded data were derived.
 ED2472
 ED2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3540116657(NAD 83)
 ED2472_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2472_SP_SET: CONCRETE POST
 ED2472_STAMPING: HORZ 4 015 1981
 ED2472_MARK LOGO: SCGS  
 ED2472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2472+STABILITY: SURFACE MOTION
 ED2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2472+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1992
 ED2472
 ED2472  HISTORY     - Date     Condition        Report By
 ED2472  HISTORY     - 1981     MONUMENTED       SCGS
 ED2472  HISTORY     - 1981     GOOD             SCGS
 ED2472  HISTORY     - 19921101 GOOD             NGS
 ED2472  HISTORY     - 20040320 GOOD             USPSQD
 ED2472
 ED2472                          STATION DESCRIPTION
 ED2472
 ED2472'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2472'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) WEST OF ANDERSON,
 ED2472'9.6 KM (6.0 MI) SOUTH-SOUTHEAST OF TOWNVILLE AND 8.8 KM (5.5 MI)
 ED2472'WEST-NORTHWEST OF LITTLE MOUNTAIN, ON THE SOUTH SIDE OF THE
 ED2472'ROAD, IN THE FRONT LAWN OF A BROWN AND WHITE MOBILE HOME.
 ED2472'OWNERSHIP--MR L C HAYES, RT 7 BOX 146, ANDERSON SC 29624,
 ED2472'PHONE 803-225-1938.
 ED2472'
 ED2472'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 ED2472'85 AND STATE HIGHWAY 187 ABOUT 22.5 KM (14 MI) NORTHEAST OF THE
 ED2472'SOUTH CAROLINA-GEORGIA STATE LINE.  GO SOUTH ON HIGHWAY 187 FOR
 ED2472'2.1 KM (1.3 MI) TO THE JUNCTION WITH STATE HIGHWAY 24.  TURN
 ED2472'LEFT AND GO SOUTHEAST ON HIGHWAY 187 AND 24 FOR 4.75 KM (2.95 MI)
 ED2472'TO THE JUNCTION WITH STATE HIGHWAY 187.  TURN RIGHT AND GO
 ED2472'SOUTHERLY ON HIGHWAY 187 FOR 0.40 KM (0.25 MI) TO A
 ED2472'CROSSROAD.  CONTINUE AHEAD FOR 4.25 KM (2.65 MI) TO THE JUNCTION
 ED2472'WITH COUNTY ROAD S-4-22.  TURN RIGHT ON S-4-22 AND GO
 ED2472'WESTERLY FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 ED2472'
 ED2472'THE STATION IS A STANDARD SCGS DISK
 ED2472'STAMPED---HORZ 4 015 1981---,
 ED2472'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2472'FLUSH WITH GROUND.  IT IS LOCATED
 ED2472'34.7 METERS (113.8 FT) WEST FROM THE APPROXIMATE CENTER OF A DIRT
 ED2472'DRIVEWAY,
 ED2472'25.69 METERS (84.3 FT) NORTH FROM THE NORTHEAST CORNER OF A BROWN
 ED2472'AND WHITE MOBILE HOME,
 ED2472'8.87 METERS (29.1 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2472'OF THE PAVED ROAD AND
 ED2472'2.74 METERS (9.0 FT) EAST FROM TELEPHONE POLE NUMBER 5
 ED2472'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2472'STAMPED---HORZ 4 015 1981---,
 ED2472'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2472'
 ED2472'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2472'STAMPED---AZ MK 4 015 1981---,
 ED2472'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2472'FLUSH WITH GROUND.  IT IS LOCATED
 ED2472'13.47 METERS (44.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 ED2472'WHITE ONE STORY WOOD FRAMED HOUSE,
 ED2472'9.91 METERS (32.5 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2472'OF A PAVED ROAD,
 ED2472'5.61 METERS (18.4 FT) SOUTHEAST FROM A 12-INCH CEDAR TREE AND
 ED2472'2.07 METERS (6.8 FT) NORTH FROM A 20-INCH HICKORY TREE.
 ED2472'
 ED2472'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON
 ED2472'COUNTY ROAD S-4-22 FOR 0.2 KM (0.1 MI) TO A REVERSE
 ED2472'FORK ON THE RIGHT.  TURN SHARP RIGHT AND G0
 ED2472'NORTHWEST ON A PAVED ROAD FOR 0.4 KM (0.25 MI)
 ED2472'TO A CROSSROAD.  CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO THE
 ED2472'AZIMUTH MARK ON THE LEFT.
 ED2472'
 ED2472'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2472'NO REFERENCE WERE MARKS ESTABLISHED AT THIS TIME.
 ED2472
 ED2472                          STATION RECOVERY (1981)
 ED2472
 ED2472'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2472'RECOVERED IN GOOD CONDITION.
 ED2472
 ED2472                          STATION RECOVERY (1992)
 ED2472
 ED2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2472'STATION IS LOCATED 8.3 MILES (13.4 KM) WEST SOUTHWEST OF ANDERSON, 8.5
 ED2472'MILES (13.7 KM) SOUTHEAST OF TOWNVILLE.  OWNERSHIP--MR. JERRY
 ED2472'HAWKINS, 6311 DOBBINS BRIDGE ROAD, ANDERSON, SC 29624, PHONE
 ED2472'803-224-0615.
 ED2472'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 187, 24
 ED2472'AND STATE ROAD 93, 6.1 MILES (9.8 KM) WEST OF ANDERSON, GO SOUTH
 ED2472'SOUTHWEST ON HIGHWAY 187 FOR 2.8 MILES (4.5 KM) TO THE JUNCTION OF
 ED2472'STATE ROAD 22 (DOBBINS BRIDGE ROAD), TURN RIGHT ON ROAD 22 FOR 0.15
 ED2472'MILE (0.24 KM) TO THE JUNCTION OF RIVER FORKS ROAD, CONTINUE ON ROAD
 ED2472'22 FOR 0.15 MILE (0.24 KM) TO THE STATION NEAR A POWER POLE IN THE
 ED2472'SOUTHWEST ANGLE OF A DRIVEWAY TO A WOODEN HOUSE.
 ED2472'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2472'ROAD, 8.7 FEET (2.7 M) EAST OF THE POWER POLE NUMBER 5, 12.9 FEET
 ED2472'(3.9 M) SOUTH SOUTHWEST OF THE WEST END OF AN 18-INCH CONCRETE PIPE
 ED2472'CULVERT BENEATH THE DRIVEWAY TO THE HOUSE, 74.9 FEET (22.8 M) NORTH
 ED2472'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 29.4 FEET (9.0 M)
 ED2472'SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 9.0 FEET (2.7 M) WEST
 ED2472'NORTHWEST OF THE CENTER OF THE DRIVE, 8.7 FEET (2.7 M) EAST OF A
 ED2472'WITNESS POST.
 ED2472'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 015 AZ MK.
 ED2472
 ED2472                          STATION RECOVERY (2004)
 ED2472
 ED2472'RECOVERY NOTE BY US POWER SQUADRON 2004 (PSS)
 ED2472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2474 ***********************************************************************
 ED2474  DESIGNATION -  4 015 AZ MK
 ED2474  PID         -  ED2474
 ED2474  STATE/COUNTY-  SC/ANDERSON
 ED2474  USGS QUAD   -  HARTWELL NE (1982)
 ED2474
 ED2474                         *CURRENT SURVEY CONTROL
 ED2474  ___________________________________________________________________
 ED2474* NAD 83(2001)-  34 28 37.24815(N)    082 47 49.96425(W)     ADJUSTED  
 ED2474* NAVD 88     -       234.4    (meters)     769.     (feet)  VERTCON   
 ED2474  ___________________________________________________________________
 ED2474  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 ED2474  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 ED2474
 ED2474  HORZ ORDER  -  SECOND
 ED2474
 ED2474.The horizontal coordinates were established by classical geodetic methods
 ED2474.and adjusted by the National Geodetic Survey in March 2004..
 ED2474
 ED2474.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2474
 ED2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2474
 ED2474.The geoid height was determined by GEOID03.
 ED2474
 ED2474;                    North         East     Units Scale Factor Converg.
 ED2474;SPC SC       -   294,615.744   444,524.776   MT  0.99989285   -0 59 46.9
 ED2474;SPC SC       -   966,587.09  1,458,414.62   iFT  0.99989285   -0 59 46.9
 ED2474;UTM  17      - 3,816,513.909   334,955.006   MT  0.99993577   -1 01 03.3
 ED2474
 ED2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2474!SPC SC       -   0.99996798  x   0.99989285  =   0.99986083
 ED2474!UTM  17      -   0.99996798  x   0.99993577  =   0.99990375
 ED2474
 ED2474                          SUPERSEDED SURVEY CONTROL
 ED2474
 ED2474  NAD 83(1986)-  34 28 37.25729(N)    082 47 49.96258(W) AD(       ) 2
 ED2474  NAD 27      -  34 28 36.88703(N)    082 47 50.47163(W) AD(       ) 2
 ED2474  NGVD 29 (07/19/86)  234.5    (m)          769.     (f) VERT ANG       
 ED2474
 ED2474.Superseded values are not recommended for survey control.
 ED2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2474.See file dsdata.txt to determine how the superseded data were derived.
 ED2474
 ED2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3495516514(NAD 83)
 ED2474_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2474_SP_SET: CONCRETE POST
 ED2474_STAMPING: AZ MK 4 015 1981
 ED2474_MARK LOGO: SCGS  
 ED2474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2474+STABILITY: SURFACE MOTION
 ED2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2474+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 ED2474
 ED2474  HISTORY     - Date     Condition        Report By
 ED2474  HISTORY     - 1980     MONUMENTED       SCGS
 ED2474  HISTORY     - 1980     GOOD             SCGS
 ED2474  HISTORY     - 19920218 GOOD             SCGS
 ED2474  HISTORY     - 20040320 GOOD             USPSQD
 ED2474
 ED2474                          STATION DESCRIPTION
 ED2474
 ED2474'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2474'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) WEST OF ANDERSON,
 ED2474'9.6 KM (6.0 MI) SOUTH-SOUTHEAST OF TOWNVILLE AND 8.8 KM (5.5 MI)
 ED2474'WEST-NORTHWEST OF LITTLE MOUNTAIN, ON THE SOUTH SIDE OF THE ROAD,
 ED2474'SET IN THE FRONT LAWN OF A WHITE ONE STORY WOOD FRAMED HOUSE.
 ED2474'OWNERSHIP--MR HERMAN WENTZKY, DOBBINS BRIDGE ROAD, ANDERSON SC,
 ED2474'PHONE 803-224-1689.
 ED2474'
 ED2474'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 ED2474'85 AND STATE HIGHWAY 187, ABOUT 22.5 KM (14 MI) NORTHEAST OF THE
 ED2474'SOUTH CAROLINA-GEORGIA STATE LINE.  GO SOUTH ON HIGHWAY 187 FOR 2.1 KM
 ED2474'(1.3 MI) TO THE JUNCTION WITH STATE HIGHWAY 24, TURN LEFT AND
 ED2474'GO SOUTHEAST ON HIGHWAY 187 AND 24 FOR 4.75 KM (2.95 MI) TO THE
 ED2474'JUNCTION WITH STATE HIGHWAY 187.  TURN RIGHT AND GO SOUTHERLY ON
 ED2474'HIGHWAY 187 FOR 0.4 KM (0.25 MI) TO A CROSSROAD, CONTINUE AHEAD
 ED2474'FOR 4.25 KM (2.65 MI) TO THE JUNCTION WITH COUNTY ROAD S-4-22.
 ED2474'TURN RIGHT AND GO 0.25 KM (0.15 MI) TO A ROAD FORKING LEFT, BEAR
 ED2474'LEFT AND GO FOR 0.4 KM (0.25 MI) TO A CROSSROAD.  CONTINUE AHEAD
 ED2474'FOR 0.2 KM (0.15 MI) TO THE STATION ON THE LEFT.
 ED2474'
 ED2474'THE STATION IS A STANDARD SCGS DISK
 ED2474'STAMPED---AZ MK 4 015 1980---,
 ED2474'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2474'FLUSH WITH GROUND.  IT IS LOCATED
 ED2474'13.48 METERS (44.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 ED2474'WHITE ONE STORY WOOD HOUSE,
 ED2474'9.9 METERS (32.5 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2474'OF A PAVED ROAD,
 ED2474'5.61 METERS (18.4 FT) SOUTHEAST FROM A 12-INCH CEDAR TREE AND
 ED2474'2.07 METERS (6.8 FT) NORTH FROM A 20-INCH HICKORY TREE.
 ED2474'
 ED2474'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2474'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2474
 ED2474                          STATION RECOVERY (1980)
 ED2474
 ED2474'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980
 ED2474'RECOVERED IN GOOD CONDITION.
 ED2474
 ED2474                          STATION RECOVERY (1992)
 ED2474
 ED2474'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2474'STATION IS LOCATED 8.65 MILES WEST SOUTHWEST OF ANDERSON, 8.25 MILES
 ED2474'SOUTHEAST OF TOWNVILLE.  OWNERSHIP--MR. HERMAN WENTZKY, 315 RIVER
 ED2474'FORKS ROAD, ANDERSON, SC 29624, PHONE 803-224-1689.
 ED2474'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 187, 24
 ED2474'AND STATE ROAD 93, 6.1 MILES WEST OF ANDERSON, GO SOUTH SOUTHWEST ON
 ED2474'HIGHWAY 187 FOR 2.8 MILES TO THE JUNCTION OF STATE ROAD 22 (DOBBINS
 ED2474'BRIDGE ROAD), TURN RIGHT ON ROAD 22 FOR 0.15 MILE TO THE JUNCTION OF
 ED2474'RIVER FORKS ROAD, TURN LEFT ON RIVER FORKS ROAD FOR 0.25 MILE TO THE
 ED2474'JUNCTION OF ROAD 114 (OLD ROBERTS CHURCH ROAD), CONTINUE ON RIVER
 ED2474'FORKS ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT NEAR A WHITE
 ED2474'VINYL-SIDED HOUSE.
 ED2474'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2474'ROAD, 28.0 FT SOUTH OF THE CENTER OF THE ROAD, 44.1 FT NORTH
 ED2474'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 7.4 FT SOUTHWEST OF
 ED2474'THE CENTER OF A METAL WATER METER COVER, 18.2 FT SOUTHEAST OF A
 ED2474'10-INCH CEDAR TREE WITH A SCGS REFERENCE WASHER ATTACHED.
 ED2474'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 015.
 ED2474'RECOVERED BY R.W. ROBERTS.
 ED2474
 ED2474                          STATION RECOVERY (2004)
 ED2474
 ED2474'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 ED2474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2628 ***********************************************************************
 ED2628  DESIGNATION -  4 016
 ED2628  PID         -  ED2628
 ED2628  STATE/COUNTY-  SC/ANDERSON
 ED2628  USGS QUAD   -  LA FRANCE (1980)
 ED2628
 ED2628                         *CURRENT SURVEY CONTROL
 ED2628  ___________________________________________________________________
 ED2628* NAD 83(2001)-  34 31 32.75995(N)    082 49 03.05259(W)     ADJUSTED  
 ED2628* NAVD 88     -       205.1    (meters)     673.     (feet)  GPS OBS   
 ED2628  ___________________________________________________________________
 ED2628  X           -     657,728.509 (meters)                     COMP
 ED2628  Y           -  -5,219,287.770 (meters)                     COMP
 ED2628  Z           -   3,594,746.133 (meters)                     COMP
 ED2628  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 ED2628  ELLIP HEIGHT-         174.54  (meters)          (12/20/99) GPS OBS
 ED2628  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 ED2628
 ED2628  HORZ ORDER  -  FIRST
 ED2628  ELLP ORDER  -  FOURTH    CLASS I
 ED2628
 ED2628.The horizontal coordinates were established by GPS observations
 ED2628.and adjusted by the National Geodetic Survey in March 2004..
 ED2628
 ED2628.The orthometric height was determined by GPS observations and a
 ED2628.high-resolution geoid model.
 ED2628
 ED2628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2628
 ED2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2628
 ED2628.The ellipsoidal height was determined by GPS observations
 ED2628.and is referenced to NAD 83.
 ED2628
 ED2628.The geoid height was determined by GEOID03.
 ED2628
 ED2628;                    North         East     Units Scale Factor Converg.
 ED2628;SPC SC       -   300,055.246   442,755.283   MT  0.99990521   -1 00 27.5
 ED2628;SPC SC       -   984,433.22  1,452,609.20   iFT  0.99990521   -1 00 27.5
 ED2628;UTM  17      - 3,821,954.309   333,187.527   MT  0.99994299   -1 01 49.3
 ED2628
 ED2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2628!SPC SC       -   0.99997260  x   0.99990521  =   0.99987781
 ED2628!UTM  17      -   0.99997260  x   0.99994299  =   0.99991559
 ED2628
 ED2628:                Primary Azimuth Mark                     Grid Az
 ED2628:SPC SC       -  4 016 AZ MK                              247 43 35.5
 ED2628:UTM  17      -  4 016 AZ MK                              247 44 57.3
 ED2628
 ED2628|---------------------------------------------------------------------|
 ED2628| PID    Reference Object                     Distance      Geod. Az  |
 ED2628|                                                           dddmmss.s |
 ED2628| ED2629 4 016 AZ MK                         APPROX. 1.0 KM 2464308.0 |
 ED2628|---------------------------------------------------------------------|
 ED2628
 ED2628                          SUPERSEDED SURVEY CONTROL
 ED2628
 ED2628  NAD 83(1995)-  34 31 32.75967(N)    082 49 03.05322(W) AD(       ) 1
 ED2628  NAD 83(1986)-  34 31 32.76948(N)    082 49 03.05072(W) AD(       ) 1
 ED2628  NAD 83(1986)-  34 31 32.76948(N)    082 49 03.05072(W) AD(       ) 2
 ED2628  NAD 27      -  34 31 32.40272(N)    082 49 03.55029(W) AD(       ) 2
 ED2628  NGVD 29 (07/19/86)  205.3    (m)          674.     (f) VERT ANG       
 ED2628
 ED2628.Superseded values are not recommended for survey control.
 ED2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2628.See file dsdata.txt to determine how the superseded data were derived.
 ED2628
 ED2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3318821954(NAD 83)
 ED2628_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2628_SP_SET: CONCRETE POST
 ED2628_STAMPING: HORZ 4 016 1980
 ED2628_MARK LOGO: SCGS  
 ED2628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2628+STABILITY: SURFACE MOTION
 ED2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2628+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 ED2628
 ED2628  HISTORY     - Date     Condition        Report By
 ED2628  HISTORY     - 1981     MONUMENTED       SCGS
 ED2628  HISTORY     - 1981     GOOD             SCGS
 ED2628  HISTORY     - 19921101 GOOD             NGS
 ED2628  HISTORY     - 20040320 GOOD             USPSQD
 ED2628  HISTORY     - 20040320 GOOD             USPSQD
 ED2628
 ED2628                          STATION DESCRIPTION
 ED2628
 ED2628'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2628'THE STATION IS LOCATED ABOUT 13.0 KM (8 MI) SOUTH OF PENDELTON,
 ED2628'12.9 KM (8 MI) NORTHWEST OF ANDERSON AND 8.0 KM (5 MI)
 ED2628'SOUTHEAST OF TOWNVILLE.
 ED2628'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2628'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2628'
 ED2628'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2628'AND STATE HIGHWAY 187.  GO SOUTH ON HIGHWAY 187 FOR 2.0 KM
 ED2628'(1.25 MI) TO THE JUNCTION WITH STATE HIGHWAY 24.  TURN RIGHT AND
 ED2628'GO WEST ON HIGHWAY 24 FOR 1.7 KM (1.05 MI) TO THE WEST
 ED2628'END OF A BRIDGE AND THE STATION ON LEFT.
 ED2628'
 ED2628'THE STATION IS A STANDARD SCGS DISK
 ED2628'STAMPED---HORZ 4 016 1980---,
 ED2628'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2628'FLUSH WITH GROUND.  IT IS LOCATED
 ED2628'6.7 METERS (22.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2628'OF A PAVED ROAD,
 ED2628'5.4 METERS (17.7 FT) SOUTHWEST FROM THE SOUTHWEST END OF THE
 ED2628'BRIDGE ABUTMENT,
 ED2628'0.85 METER (2.8 FT) SOUTHEAST FROM THE METAL GUARD RAIL AND
 ED2628'1.2 METERS (3.9 FT) SOUTH FROM A METAL WITNESS POST.
 ED2628'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2628'STAMPED---HORZ 4 016 1980---,
 ED2628'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2628'
 ED2628'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2628'STAMPED---AZ MK 4 016 1980---,
 ED2628'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2628'FLUSH WITH GROUND.  IT IS LOCATED
 ED2628'5.85 METERS (19.2 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2628'OF STATE HIGHWAY 24,
 ED2628'1.0 METER (3.3 FT) NORTH-NORTHEAST FROM THE WEST END OF A STEEL
 ED2628'GUARD RAIL AND
 ED2628'0.93 METER (3.1 FT) NORTH FROM A METAL WITNESS POST.
 ED2628'
 ED2628'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ON STATE
 ED2628'HIGHWAY 24 FOR 1.4 KM (0.9 MI) TO THE AZIMUTH MARK ON THE LEFT.
 ED2628'
 ED2628'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2628'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2628
 ED2628                          STATION RECOVERY (1981)
 ED2628
 ED2628'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2628'RECOVERED IN GOOD CONDITION.
 ED2628
 ED2628                          STATION RECOVERY (1992)
 ED2628
 ED2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2628'STATION IS LOCATED 5.4 MILES (8.7 KM) SOUTHEAST OF TOWNVILLE, 9.6
 ED2628'MILES (15.4 KM) WEST NORTHWEST OF ANDERSON. OWNERSHIP--SCDHPT,
 ED2628'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2628'803-737-1350.
 ED2628'TO REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAYS 187 AND
 ED2628'24, 6.0 MILES (9.7 KM) SOUTHEAST OF TOWNVILLE, GO WEST ON HIGHWAY 24
 ED2628'FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE LEFT BEHIND A GUARDRAIL
 ED2628'AND BESIDE A 3-INCH PIPE PROJECTING 4.0 FEET (1.2 M) AT THE WEST
 ED2628'SOUTHWEST END OF THE BRIDGE OVER THE SENECA RIVER.
 ED2628'STATION IS A CONCRETE POST RECESSED 9 INCHES AND 1.0 FOOT (0.3 M)
 ED2628'BELOW THE HIGHWAY, 22.2 FEET (6.8 M) SOUTH SOUTHEAST OF THE CENTER OF
 ED2628'THE HIGHWAY, 6.6 FEET (2.0 M) SOUTH SOUTHWEST OF THE SOUTH END OF A
 ED2628'CONCRETE CURB OF THE BRIDGE, 0.5 FOOT (15.2 CM) WEST SOUTHWEST OF THE
 ED2628'3-INCH STEEL PIPE, 4.0 FEET (1.2 M) SOUTH SOUTHWEST OF A WITNESS POST
 ED2628'NOTE-MARGINAL GPS STATION.
 ED2628
 ED2628                          STATION RECOVERY (2004)
 ED2628
 ED2628'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 ED2628'RECOVERED IN GOOD CONDITION.
 ED2628
 ED2628                          STATION RECOVERY (2004)
 ED2628
 ED2628'RECOVERY NOTE BY US POWER SQUADRON 2004 (ERL)
 ED2628'WITNESS POST DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2629 ***********************************************************************
 ED2629  DESIGNATION -  4 016 AZ MK
 ED2629  PID         -  ED2629
 ED2629  STATE/COUNTY-  SC/ANDERSON
 ED2629  USGS QUAD   -  LA FRANCE (1980)
 ED2629
 ED2629                         *CURRENT SURVEY CONTROL
 ED2629  ___________________________________________________________________
 ED2629* NAD 83(2001)-  34 31 20.12735(N)    082 49 38.52049(W)     ADJUSTED  
 ED2629* NAVD 88     -       212.9    (meters)     698.     (feet)  VERTCON   
 ED2629  ___________________________________________________________________
 ED2629  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 ED2629  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 ED2629
 ED2629  HORZ ORDER  -  SECOND
 ED2629
 ED2629.The horizontal coordinates were established by classical geodetic methods
 ED2629.and adjusted by the National Geodetic Survey in March 2004..
 ED2629
 ED2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2629
 ED2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2629
 ED2629.The geoid height was determined by GEOID03.
 ED2629
 ED2629;                    North         East     Units Scale Factor Converg.
 ED2629;SPC SC       -   299,682.026   441,844.081   MT  0.99990430   -1 00 47.1
 ED2629;SPC SC       -   983,208.75  1,449,619.69   iFT  0.99990430   -1 00 47.1
 ED2629;UTM  17      - 3,821,581.437   332,276.140   MT  0.99994675   -1 02 09.1
 ED2629
 ED2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2629!SPC SC       -   0.99997137  x   0.99990430  =   0.99987568
 ED2629!UTM  17      -   0.99997137  x   0.99994675  =   0.99991813
 ED2629
 ED2629                          SUPERSEDED SURVEY CONTROL
 ED2629
 ED2629  NAD 83(1986)-  34 31 20.13698(N)    082 49 38.51868(W) AD(       ) 2
 ED2629  NAD 27      -  34 31 19.77052(N)    082 49 39.01754(W) AD(       ) 2
 ED2629  NGVD 29 (07/19/86)  213.0    (m)          699.     (f) VERT ANG       
 ED2629
 ED2629.Superseded values are not recommended for survey control.
 ED2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2629.See file dsdata.txt to determine how the superseded data were derived.
 ED2629
 ED2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3227621581(NAD 83)
 ED2629_MARKER: DZ = AZIMUTH MARK DISK
 ED2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2629_MARK LOGO: SCGS  
 ED2629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2629+STABILITY: SURFACE MOTION
 ED2629
 ED2629  HISTORY     - Date     Condition        Report By
 ED2629  HISTORY     - 1981     MONUMENTED       SCGS
 ED2629  HISTORY     - 19920210 MARK NOT FOUND   SCGS
 ED2629
 ED2629                          STATION DESCRIPTION
 ED2629
 ED2629'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2629'THE STATION IS LOCATED ABOUT 13.0 KM (8 MI) SOUTH OF PENDELTON,
 ED2629'12.9 KM (8 MI) NORTHWEST OF ANDERSON, 8.0 KM (5 MI) SOUTHEAST
 ED2629'OF TOWNVILLE AND ON HIGHWAY RIGHT-OF-WAY.
 ED2629'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2629'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2629'
 ED2629'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2629'AND STATE HIGHWAY 187.  GO SOUTH ON HIGHWAY 187 FOR 2.0 KM (1.25
 ED2629'MI) TO THE JUNCTION WITH STATE HIGHWAY 24.  TURN RIGHT AND GO
 ED2629'WEST ON HIGHWAY 24 FOR 1.7 KM (1.05 MI) TO THE WEST END OF A
 ED2629'BRIDGE AND STATION 4 016 SCGS ON THE LEFT.  CONTINUE WEST ON
 ED2629'STATE HIGHWAY 24 FOR 1.4 KM (0.9 MI) TO THE STATION ON LEFT.
 ED2629'
 ED2629'THE STATION IS A STANDARD SCGS DISK
 ED2629'STAMPED---AZ MK 4 016 1980---,
 ED2629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2629'FLUSH WITH GROUND.  IT IS LOCATED
 ED2629'5.85 METERS (19.2 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2629'STATE HIGHWAY 24,
 ED2629'1.0 METER (3.3 FT) NORTH-NORTHEAST FROM THE WEST END OF A STEEL
 ED2629'GUARD RAIL AND
 ED2629'0.93 METER (3.1 FT) NORTH FROM A METAL WITNESS POST.
 ED2629'
 ED2629'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2629'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2629
 ED2629                          STATION RECOVERY (1992)
 ED2629
 ED2629'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2629'NOT RECOVERED, CONCRETE POST FOUND WITH TOP SHEARED OFF, PRESUMED
 ED2629'DESTROYED.
 ED2629'RECOVERY BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2389 ***********************************************************************
 ED2389  DESIGNATION -  4 017
 ED2389  PID         -  ED2389
 ED2389  STATE/COUNTY-  SC/ANDERSON
 ED2389  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED2389
 ED2389                         *CURRENT SURVEY CONTROL
 ED2389  ___________________________________________________________________
 ED2389* NAD 83(2001)-  34 26 54.53891(N)    082 40 09.41543(W)     ADJUSTED  
 ED2389* NAVD 88     -       249.1    (meters)     817.     (feet)  VERTCON   
 ED2389  ___________________________________________________________________
 ED2389  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 ED2389  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 ED2389
 ED2389  HORZ ORDER  -  SECOND
 ED2389
 ED2389.The horizontal coordinates were established by classical geodetic methods
 ED2389.and adjusted by the National Geodetic Survey in March 2004..
 ED2389
 ED2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2389
 ED2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2389
 ED2389.The geoid height was determined by GEOID03.
 ED2389
 ED2389;                    North         East     Units Scale Factor Converg.
 ED2389;SPC SC       -   291,254.545   456,223.086   MT  0.99988596   -0 55 31.6
 ED2389;SPC SC       -   955,559.53  1,496,794.90   iFT  0.99988596   -0 55 31.6
 ED2389;UTM  17      - 3,813,148.530   346,652.406   MT  0.99988986   -0 56 40.0
 ED2389
 ED2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2389!SPC SC       -   0.99996565  x   0.99988596  =   0.99985162
 ED2389!UTM  17      -   0.99996565  x   0.99988986  =   0.99985552
 ED2389
 ED2389:                Primary Azimuth Mark                     Grid Az
 ED2389:SPC SC       -  ANDERSON STARR IVA TANK                  160 07 38.2
 ED2389:UTM  17      -  ANDERSON STARR IVA TANK                  160 08 46.6
 ED2389
 ED2389|---------------------------------------------------------------------|
 ED2389| PID    Reference Object                     Distance      Geod. Az  |
 ED2389|                                                           dddmmss.s |
 ED2389| ED2387 ANDERSON STARR IVA TANK             APPROX. 2.1 KM 1591206.6 |
 ED2389| ED2380 ANDERSON ELEC SUBSTATION TK         APPROX. 1.3 KM 1594803.4 |
 ED2389| ED2388 4 017 AZ MK                         APPROX. 0.7 KM 1605236.2 |
 ED2389|---------------------------------------------------------------------|
 ED2389
 ED2389                          SUPERSEDED SURVEY CONTROL
 ED2389
 ED2389  NAD 83(1986)-  34 26 54.54757(N)    082 40 09.41456(W) AD(       ) 2
 ED2389  NAD 27      -  34 26 54.17959(N)    082 40 09.93757(W) AD(       ) 2
 ED2389  NGVD 29 (07/19/86)  249.2    (m)          818.     (f) VERT ANG       
 ED2389
 ED2389.Superseded values are not recommended for survey control.
 ED2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2389.See file dsdata.txt to determine how the superseded data were derived.
 ED2389
 ED2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4665213149(NAD 83)
 ED2389_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2389_SP_SET: CONCRETE POST
 ED2389_STAMPING: HORZ 4 017 1981
 ED2389_MARK LOGO: SCGS  
 ED2389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2389+STABILITY: SURFACE MOTION
 ED2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2389+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 ED2389
 ED2389  HISTORY     - Date     Condition        Report By
 ED2389  HISTORY     - 1981     MONUMENTED       SCGS
 ED2389  HISTORY     - 1981     GOOD             SCGS
 ED2389  HISTORY     - 19920226 GOOD             SCGS
 ED2389  HISTORY     - 20040320 GOOD             USPSQD
 ED2389  HISTORY     - 20050702 GOOD             USPSQD
 ED2389
 ED2389                          STATION DESCRIPTION
 ED2389
 ED2389'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2389'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTHEAST OF STARR,
 ED2389'7.2 KM (4.5 MI) SOUTH-SOUTHWEST OF ANDERSON AND 0.8 KM (0.5 MI)
 ED2389'SOUTHWEST OF GLUCK, ON THE WEST ROAD RIGHT-OF-WAY OF STATE
 ED2389'HIGHWAY 81, IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 ED2389'STATE HIGHWAY 81 AND COUNTY ROAD S-4-65.
 ED2389'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO BOX 191,
 ED2389'COLUMBIA SC 29202, PHONE  803-758-3414.
 ED2389'
 ED2389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 ED2389'HIGHWAYS 81 AND 28 BYPASS ON THE SOUTH SIDE OF ANDERSON.  GO SOUTH
 ED2389'ON STATE HIGHWAY 81 FOR 3.3 KM (2.05 MI) TO THE JUNCTION OF
 ED2389'COUNTY ROAD S-4-65 AND THE STATION ON THE WEST
 ED2389'SIDE OF HIGHWAY 81.
 ED2389'
 ED2389'THE STATION IS A STANDARD SCGS DISK
 ED2389'STAMPED---HORZ 4 017 1981---,
 ED2389'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2389'FLUSH WITH GROUND.  IT IS LOCATED
 ED2389'19.81 METERS (65.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED2389'CENTER OF COUNTY ROAD S-4-65,
 ED2389'15.18 METERS (49.8 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2389'OF HIGHWAY 81 AND
 ED2389'1.52 METERS (5.0 FT) SOUTHWEST FROM A POWER POLE WITH A GUY WIRE.
 ED2389'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2389'STAMPED---HORZ 4 017 1981---,
 ED2389'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2389'
 ED2389'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2389'STAMPED---AZ MK 4 017 1981---,
 ED2389'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2389'FLUSH WITH GROUND.  IT IS LOCATED
 ED2389'11.39 METERS (37.4 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2389'OF HIGHWAY 81,
 ED2389'1.62 METERS (5.3 FT) WEST-SOUTHWEST FROM POWER POLE NUMBER
 ED2389'172 AND
 ED2389'1.37 METERS (4.5 FT) NORTHEAST FROM A METAL WITNESS POST.
 ED2389'
 ED2389'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON HIGHWAY 81
 ED2389'FOR 0.6 KM (0.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 ED2389'
 ED2389'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2389'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2389
 ED2389                          STATION RECOVERY (1981)
 ED2389
 ED2389'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2389'RECOVERED IN GOOD CONDITION.
 ED2389
 ED2389                          STATION RECOVERY (1992)
 ED2389
 ED2389'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2389'STATION IS LOCATED 3.9 MILES SOUTH OF ANDERSON, 5.2 MILES NORTH
 ED2389'NORTHEAST OF STARR. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2389'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2389'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81, 28 BYPASS
 ED2389'AND U.S. HIGHWAY 29 BYPASS AT THE SOUTH EDGE OF ANDERSON, GO
 ED2389'SOUTHWEST ON HIGHWAY 81 FOR 2.0 MILES TO A ROAD RIGHT LEADING TO THE
 ED2389'BASF CORPORATION AND THE STATION NEAR A POWER POLE IN THE NORTHWEST
 ED2389'ANGLE.
 ED2389'STATION IS A CONCRETE POST RECESSED 1 INCH AND 1.0 FOOT BELOW THE
 ED2389'HIGHWAY, 4.0 FT WEST OF THE POWER POLE WITH A GUY WIRE AND A SCGS
 ED2389'REFERENCE WASHER ATTACHED, 46.6 FT WEST OF THE SOUTHBOUND LANES OF
 ED2389'THE HIGHWAY, 65.5 FT NORTH OF THE CENTER OF THE ROAD, 62.4 FT EAST
 ED2389'OF A FIRE HYDRANT, 4.6 FT WEST OF A WITNESS POST.
 ED2389'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 017 AZ MK.
 ED2389'RECOVERED BY R.W. ROBERTS.
 ED2389
 ED2389                          STATION RECOVERY (2004)
 ED2389
 ED2389'RECOVERY NOTE BY US POWER SQUADRON 2004 (MJS)
 ED2389'POWER POLE RELOCATED.  POWER POLE NUMBER IS W893.  MARK NOW LOCATED 2
 ED2389'FT. SOUTH OF POLE.
 ED2389
 ED2389                          STATION RECOVERY (2005)
 ED2389
 ED2389'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 ED2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2388 ***********************************************************************
 ED2388  DESIGNATION -  4 017 AZ MK
 ED2388  PID         -  ED2388
 ED2388  STATE/COUNTY-  SC/ANDERSON
 ED2388  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED2388
 ED2388                         *CURRENT SURVEY CONTROL
 ED2388  ___________________________________________________________________
 ED2388* NAD 83(2001)-  34 26 33.42642(N)    082 40 00.57937(W)     ADJUSTED  
 ED2388* NAVD 88     -       251.7    (meters)     826.     (feet)  VERTCON   
 ED2388  ___________________________________________________________________
 ED2388  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 ED2388  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 ED2388
 ED2388  HORZ ORDER  -  SECOND
 ED2388
 ED2388.The horizontal coordinates were established by classical geodetic methods
 ED2388.and adjusted by the National Geodetic Survey in March 2004..
 ED2388
 ED2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2388
 ED2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2388
 ED2388.The geoid height was determined by GEOID03.
 ED2388
 ED2388;                    North         East     Units Scale Factor Converg.
 ED2388;SPC SC       -   290,600.503   456,438.096   MT  0.99988457   -0 55 26.7
 ED2388;SPC SC       -   953,413.72  1,497,500.31   iFT  0.99988457   -0 55 26.7
 ED2388;UTM  17      - 3,812,494.415   346,867.201   MT  0.99988905   -0 56 34.5
 ED2388
 ED2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2388!SPC SC       -   0.99996524  x   0.99988457  =   0.99984982
 ED2388!UTM  17      -   0.99996524  x   0.99988905  =   0.99985430
 ED2388
 ED2388                          SUPERSEDED SURVEY CONTROL
 ED2388
 ED2388  NAD 83(1986)-  34 26 33.43510(N)    082 40 00.57848(W) AD(       ) 2
 ED2388  NAD 27      -  34 26 33.06657(N)    082 40 01.10189(W) AD(       ) 2
 ED2388  NGVD 29 (07/19/86)  251.8    (m)          826.     (f) VERT ANG       
 ED2388
 ED2388.Superseded values are not recommended for survey control.
 ED2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2388.See file dsdata.txt to determine how the superseded data were derived.
 ED2388
 ED2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4686712494(NAD 83)
 ED2388_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2388_SP_SET: CONCRETE POST
 ED2388_STAMPING: AZ MK 4 017 1981
 ED2388_MARK LOGO: SCGS  
 ED2388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2388+STABILITY: SURFACE MOTION
 ED2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2388+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 ED2388
 ED2388  HISTORY     - Date     Condition        Report By
 ED2388  HISTORY     - 1981     MONUMENTED       SCGS
 ED2388  HISTORY     - 1981     GOOD             SCGS
 ED2388  HISTORY     - 19920226 GOOD             SCGS
 ED2388  HISTORY     - 20060224 POOR             NEWBY
 ED2388
 ED2388                          STATION DESCRIPTION
 ED2388
 ED2388'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2388'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTHEAST OF STARR,
 ED2388'7.2 KM (4.5 MI) SOUTH-SOUTHWEST OF ANDERSON, 0.8 KM (0.5 MI)
 ED2388'SOUTHEWEST OF GLUCK, ON THE WEST ROAD RIGHT-OF-WAY OF STATE
 ED2388'HIGHWAY 81.
 ED2388'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO BOX
 ED2388'191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2388'
 ED2388'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 ED2388'HIGHWAYS 81 AND 28 BYPASS ON THE SOUTH SIDE OF ANDERSON.  GO SOUTH
 ED2388'ON STATE HIGHWAY 81 FOR 3.25 KM (2.05 MI) TO THE JUNCTION OF
 ED2388'COUNTY ROAD S-4-65, CONTINUE SOUTH ON HIGHWAY 81 FOR
 ED2388'0.6 KM (0.4 MI) TO THE STATION ON THE RIGHT.
 ED2388'
 ED2388'THE STATION IS A STANDARD SCGS DISK
 ED2388'STAMPED---AZ MK 4 017 1981---,
 ED2388'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2388'FLUSH WITH GROUND.  IT IS LOCATED
 ED2388'11.39 METERS (37.4 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2388'OF THE PAVED ROAD,
 ED2388'1.62 METERS (5.3 FT) WEST-SOUTHWEST FROM POWER POLE NUMBER 172 AND
 ED2388'1.37 METERS (4.5 FT) NORTHEAST FROM A METAL WITNESS POST.
 ED2388'
 ED2388'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2388'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2388
 ED2388                          STATION RECOVERY (1981)
 ED2388
 ED2388'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2388'RECOVERED IN GOOD CONDITION.
 ED2388
 ED2388                          STATION RECOVERY (1992)
 ED2388
 ED2388'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2388'STATION IS LOCATED 4.3 MILES SOUTH OF ANDERSON, 4.8 MILES NORTH
 ED2388'NORTHEAST OF STARR. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2388'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2388'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81, 28 BYPASS
 ED2388'AND U.S. HIGHWAY 29 BYPASS AT THE SOUTH EDGE OF ANDERSON, GO
 ED2388'SOUTHWEST ON HIGHWAY 81 FOR 2.4 MILES TO THE STATION ON THE RIGHT NEAR
 ED2388'A POWER POLE NUMBER 172, 0.1 MILE NORTH NORTHWEST OF A ROAD RIGHT
 ED2388'(HOOPER ROAD).
 ED2388'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FEET BELOW
 ED2388'THE HIGHWAY, 5.3 FT WEST SOUTHWEST OF THE POWER POLE, 36.6 FT WEST
 ED2388'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 11.5
 ED2388'FT NORTH OF THE CENTER OF A TRACK ROAD, 5.6 FT WEST SOUTHWEST OF A
 ED2388'POWER POLE NUMBER 173 WITH A SCGS REFERENCE WASHER ATTACHED, 6.0 FEET
 ED2388'WEST SOUTHWEST OF A WITNESS POST.
 ED2388'NOTE-STATION IS NOT INTERVISIBLE WITH STATION 4 017.
 ED2388'RECOVERED BY R.W. ROBERTS.
 ED2388
 ED2388                          STATION RECOVERY (2006)
 ED2388
 ED2388'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2006 (RDP)
 ED2388'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2392 ***********************************************************************
 ED2392  PACS        -  This is a Primary Airport Control Station.
 ED2392  DESIGNATION -  4 018
 ED2392  PID         -  ED2392
 ED2392  STATE/COUNTY-  SC/ANDERSON
 ED2392  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED2392
 ED2392                         *CURRENT SURVEY CONTROL
 ED2392  ___________________________________________________________________
 ED2392* NAD 83(2001)-  34 29 41.06459(N)    082 42 45.06519(W)     ADJUSTED  
 ED2392* NAVD 88     -       230.67   (meters)     756.8    (feet)  N HEIGHT  
 ED2392  ___________________________________________________________________
 ED2392  X           -     667,541.966 (meters)                     COMP
 ED2392  Y           -  -5,220,028.967 (meters)                     COMP
 ED2392  Z           -   3,591,924.454 (meters)                     COMP
 ED2392  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 ED2392  ELLIP HEIGHT-         200.22  (meters)          (02/10/03) GPS OBS
 ED2392  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 ED2392  DYNAMIC HT  -         230.44  (meters)     756.0   (feet)  COMP
 ED2392  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 ED2392
 ED2392  HORZ ORDER  -  B
 ED2392  VERT ORDER  -  THIRD
 ED2392  ELLP ORDER  -  FOURTH    CLASS II
 ED2392
 ED2392.This mark is at Anderson Airport (AND)
 ED2392
 ED2392.The horizontal coordinates were established by GPS observations
 ED2392.and adjusted by the National Geodetic Survey in February 2003..
 ED2392
 ED2392.The orthometric height was determined by differential leveling
 ED2392.and adjusted by the National Geodetic Survey in July 1996..
 ED2392.The height was determined by precise leveling from only one NSRS
 ED2392.bench mark.  This was not adequate "tie leveling" to NSRS and was
 ED2392.allowed ONLY to validate the GPS-derived height.
 ED2392
 ED2392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2392
 ED2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2392
 ED2392.The ellipsoidal height was determined by GPS observations
 ED2392.and is referenced to NAD 83.
 ED2392
 ED2392.The geoid height was determined by GEOID03.
 ED2392
 ED2392.The dynamic height is computed by dividing the NAVD 88
 ED2392.geopotential number by the normal gravity value computed on the
 ED2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2392.degrees latitude (g = 980.6199 gals.).
 ED2392
 ED2392.The modeled gravity was interpolated from observed gravity values.
 ED2392
 ED2392;                    North         East     Units Scale Factor Converg.
 ED2392;SPC SC       -   296,449.628   452,335.848   MT  0.99989726   -0 56 57.9
 ED2392;SPC SC       -   972,603.77  1,484,041.50   iFT  0.99989726   -0 56 57.9
 ED2392;UTM  17      - 3,818,344.986   342,766.942   MT  0.99990473   -0 58 12.2
 ED2392
 ED2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2392!SPC SC       -   0.99996857  x   0.99989726  =   0.99986583
 ED2392!UTM  17      -   0.99996857  x   0.99990473  =   0.99987330
 ED2392
 ED2392:                Primary Azimuth Mark                     Grid Az
 ED2392:SPC SC       -  AND G                                    047 09 02.1
 ED2392:UTM  17      -  AND G                                    047 10 16.4
 ED2392
 ED2392|---------------------------------------------------------------------|
 ED2392| PID    Reference Object                     Distance      Geod. Az  |
 ED2392|                                                           dddmmss.s |
 ED2392| AE3517 AND G                               408.749 METERS 0461204.2 |
 ED2392| ED0419 ARP                                 396.297 METERS 07934     |
 ED2392| ED2380 ANDERSON ELEC SUBSTATION TK         APPROX. 7.7 KM 1450702.5 |
 ED2392| AA7965 AP STA D                            APPROX. 0.5 KM 2001105.9 |
 ED2392| ED2394 4 018 AZ MK                         APPROX. 0.7 KM 3275548.0 |
 ED2392|---------------------------------------------------------------------|
 ED2392
 ED2392                          SUPERSEDED SURVEY CONTROL
 ED2392
 ED2392  NAD 83(1995)-  34 29 41.06464(N)    082 42 45.06532(W) AD(       ) B
 ED2392  NAD 83(1986)-  34 29 41.07348(N)    082 42 45.06332(W) AD(       ) 1
 ED2392  NAD 83(1986)-  34 29 41.07247(N)    082 42 45.06551(W) AD(       ) 2
 ED2392  NAD 27      -  34 29 40.70899(N)    082 42 45.58311(W) AD(       ) 2
 ED2392  NAVD 88 (09/29/97)  230.67   (m)          756.8    (f) LEVELING    3  
 ED2392  NGVD 29 (07/27/92)  230.77   (m)          757.1    (f) N HEIGHT    3  
 ED2392
 ED2392.Superseded values are not recommended for survey control.
 ED2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2392.See file dsdata.txt to determine how the superseded data were derived.
 ED2392
 ED2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4276718345(NAD 83)
 ED2392_MARKER: DD = SURVEY DISK
 ED2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2392_SP_SET: CONCRETE POST
 ED2392_STAMPING: HORZ 4 018 1981
 ED2392_MARK LOGO: SCGS  
 ED2392_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2392+STABILITY: SURFACE MOTION
 ED2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2392+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 ED2392
 ED2392  HISTORY     - Date     Condition        Report By
 ED2392  HISTORY     - 1981     MONUMENTED       SCGS
 ED2392  HISTORY     - 1981     GOOD             SCGS
 ED2392  HISTORY     - 19921101 GOOD             NGS
 ED2392  HISTORY     - 19960325 GOOD             SCGS
 ED2392  HISTORY     - 19980114 GOOD             NGS
 ED2392  HISTORY     - 20010205 GOOD             SCGS
 ED2392  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 ED2392
 ED2392                          STATION DESCRIPTION
 ED2392
 ED2392'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2392'THE STATION IS LOCATED ON THE WEST SOUTHWEST EDGE OF THE ANDERSON
 ED2392'MUNICIPAL AIRPORT, ON THE SOUTHEAST SIDE OF THE TERMINAL
 ED2392'BUILDING, NEAR THE PASSENGER GATE.
 ED2392'OWNERSHIP--BEN JOHNSON, AIRPORT MANAGER, ANDERSON MUNICIPAL
 ED2392'AIRPORT, ANDERSON SC 29624, PHONE 803-226-8652.
 ED2392'
 ED2392'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND
 ED2392'24 (WHITNER STREET) ON THE WEST EDGE OF ANDERSON.  GO WESTERLY ON
 ED2392'STATE HIGHWAY 24 FOR 2.6 KM (1.65 MI) TO A ROAD LEFT (LEADING TO
 ED2392'THE ANDERSON MUNICIPAL AIRPORT).  TURN LEFT ON THE ROAD LEADING TO
 ED2392'TO THE AIRPORT AND PROCEED SOUTHERLY FOR 0.6 KM (0.4 MI) TO A
 ED2392'CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST CORNER OF THE
 ED2392'INTERSECTION ON THE RIGHT.  CONTINUE ALONG TOWARD THE AIRPORT FOR
 ED2392'0.6 KM (0.4 MI) TO THE LEFT SIDE OF THE TERMINAL BUILDING AND
 ED2392'THE STATION ON THE SOUTHEAST SIDE OF THE BUILDING NEAR THE
 ED2392'PASSENGER GATE.
 ED2392'
 ED2392'THE STATION IS A STANDARD SCGS DISK
 ED2392'STAMPED---HORZ 4 018 1981---,
 ED2392'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2392'FLUSH WITH GROUND.  IT IS LOCATED
 ED2392'16.37 METERS (53.7 FT) EAST-SOUTHEAST FROM THE ENTRANCE DOORS
 ED2392'FROM THE RUNWAY TO THE TERMINAL,
 ED2392'8.90 METERS (29.2 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2392'THE SIDEWALK LEADING TO THE TERMINAL FROM THE RUNWAY,
 ED2392'4.57 METERS (15.0 FT) WEST-SOUTHWEST FROM THE FENCE CORNER AND
 ED2392'1.77 METERS (5.8 FT) SOUTHEAST FROM THE FENCE LINE.
 ED2392'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2392'STAMPED---HORZ 4 081 1981---,
 ED2392'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2392'
 ED2392'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2392'STAMPED---AZ MK 4 018 1981---,
 ED2392'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2392'FLUSH WITH GROUND.  IT IS LOCATED
 ED2392'17.65 METERS (57.9 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2392'COUNTY ROAD S-99-103, LEADING WEST.
 ED2392'9.75 METERS (32.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 ED2392'THE SOUTH BOUND LANE LEADING TO THE AIRPORT AND
 ED2392'0.37 METER (1.2 FT) EAST-SOUTHEAST FROM A METAL WINTNESS POST.
 ED2392'
 ED2392'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2392'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2392
 ED2392                          STATION RECOVERY (1981)
 ED2392
 ED2392'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2392'RECOVERED IN GOOD CONDITION.
 ED2392
 ED2392                          STATION RECOVERY (1992)
 ED2392
 ED2392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2392'STATION IS LOCATED 3.6 MILES (5.8 KM) WEST OF ANDERSON.
 ED2392'OWNERSHIP--ANDERSON MUNICIPAL AIRPORT, 5105 AIRPORT ROAD, ANDERSON,
 ED2392'SC 29624, PHONE 803-260-4163.  CONTACT WILLIAM MCCOY, AIRPORT
 ED2392'MANAGER, BEFORE OBSERVATIONS.
 ED2392'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 BYPASS AND
 ED2392'24 (WHITNER STREET), 1.5 MILES (2.4 KM) WEST OF ANDERSON, GO WEST
 ED2392'NORTHWEST ON HIGHWAY 24 FOR 1.65 MILES (2.66 KM) TO THE JUNCTION OF
 ED2392'STATE ROAD 1028 (AIRPORT ROAD), TURN LEFT ON ROAD 1028 FOR 0.4 MILE
 ED2392'(0.6 KM) TO THE JUNCTION OF OLD PORTMAN ROAD RIGHT AND EARL WHITE
 ED2392'DRIVE LEFT, CONTINUE ON ROAD 1028 FOR 0.3 MILE (0.5 KM) TO A ROAD
 ED2392'LEFT BORDERING A FENCE LINE AND LEADING TO THE AIRPORT TERMINAL
 ED2392'PARKING AREA, TURN LEFT ALONG THE FENCE LINE FOR 0.1 MILE (0.2 KM) TO
 ED2392'A RESTRICTED AREA GATE (GAIN ENTRY BY PERMISSION) AND CONTINUE
 ED2392'THROUGH GATE TO THE STATION NEAR A SIDEWALK LEADING BETWEEN THE
 ED2392'TERMINAL AND THE RUNWAY.
 ED2392'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2392'SIDEWALK, 22.3 FEET (6.8 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 ED2392'SIDEWALK, 14.9 FEET (4.5 M) SOUTHWEST OF A CHAIN LINK FENCE, 6.1 FEET
 ED2392'(1.9 M) SOUTHEAST OF A CHAIN LINK FENCE, 322.0 FEET (98.1 M) EAST
 ED2392'NORTHEAST OF BENCH MARK C 121.
 ED2392
 ED2392                          STATION RECOVERY (1996)
 ED2392
 ED2392'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED2392'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS THE PRIMARY
 ED2392'AIRPORT CONTROL STATION.
 ED2392
 ED2392                          STATION RECOVERY (1998)
 ED2392
 ED2392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 ED2392'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  AIRPORT MANAGER IS
 ED2392'NOW WAYNE GASKINS.  5805 AIRPORT ROAD, ANDERSON, SC 29624, PHONE
 ED2392'864-260-4163.
 ED2392
 ED2392                          STATION RECOVERY (2001)
 ED2392
 ED2392'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2392'RECOVERED AS DESCRIBED.
 ED2392
 ED2392                          STATION RECOVERY (2004)
 ED2392
 ED2392'RECOVERY NOTE BY US POWER SQUADRON 2004 (RSO)
 ED2392'COULD NOT ENTER AIRPORT PROPERTY DUE TO SECURITY CONCERNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2394 ***********************************************************************
 ED2394  DESIGNATION -  4 018 AZ MK
 ED2394  PID         -  ED2394
 ED2394  STATE/COUNTY-  SC/ANDERSON
 ED2394  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED2394
 ED2394                         *CURRENT SURVEY CONTROL
 ED2394  ___________________________________________________________________
 ED2394* NAD 83(2001)-  34 29 59.70531(N)    082 42 59.17300(W)     ADJUSTED  
 ED2394* NAVD 88     -       230.8    (meters)     757.     (feet)  VERTCON   
 ED2394  ___________________________________________________________________
 ED2394  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 ED2394  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 ED2394
 ED2394  HORZ ORDER  -  SECOND
 ED2394
 ED2394.The horizontal coordinates were established by classical geodetic methods
 ED2394.and adjusted by the National Geodetic Survey in March 2004..
 ED2394
 ED2394.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2394
 ED2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2394
 ED2394.The geoid height was determined by GEOID03.
 ED2394
 ED2394;                    North         East     Units Scale Factor Converg.
 ED2394;SPC SC       -   297,029.861   451,985.544   MT  0.99989857   -0 57 05.7
 ED2394;SPC SC       -   974,507.42  1,482,892.20   iFT  0.99989857   -0 57 05.7
 ED2394;UTM  17      - 3,818,925.350   342,416.846   MT  0.99990609   -0 58 20.6
 ED2394
 ED2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2394!SPC SC       -   0.99996855  x   0.99989857  =   0.99986713
 ED2394!UTM  17      -   0.99996855  x   0.99990609  =   0.99987465
 ED2394
 ED2394                          SUPERSEDED SURVEY CONTROL
 ED2394
 ED2394  NAD 83(1986)-  34 29 59.71423(N)    082 42 59.17107(W) AD(       ) 2
 ED2394  NAD 83(1986)-  34 29 59.71311(N)    082 42 59.17344(W) AD(       ) 2
 ED2394  NAD 27      -  34 29 59.35013(N)    082 42 59.69053(W) AD(       ) 2
 ED2394  NGVD 29 (07/19/86)  230.9    (m)          758.     (f) VERT ANG       
 ED2394
 ED2394.Superseded values are not recommended for survey control.
 ED2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2394.See file dsdata.txt to determine how the superseded data were derived.
 ED2394
 ED2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4241718925(NAD 83)
 ED2394_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2394_MARK LOGO: SCGS  
 ED2394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2394+STABILITY: SURFACE MOTION
 ED2394
 ED2394  HISTORY     - Date     Condition        Report By
 ED2394  HISTORY     - 1981     MONUMENTED       SCGS
 ED2394  HISTORY     - 19920302 MARK NOT FOUND   SCGS
 ED2394
 ED2394                          STATION DESCRIPTION
 ED2394
 ED2394'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2394'THE STATION IS LOCATED ON THE WEST-SOUTHWEST EDGE OF ANDERSON, ON
 ED2394'THE ROAD LEADING TO THE ANDERSON MUNICIPAL AIRPORT AND ON THE
 ED2394'NORTHWEST SIDE OF THE ROAD RIGHT-OF-WAY.
 ED2394'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2394'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2394'
 ED2394'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28
 ED2394'AND 24 (WHITNER STREET) ON THE WEST EDGE OF ANDERSON.  GO
 ED2394'WESTERLY ON STATE HIGHWAY 24 FOR 2.65 KM (1.65 MI) TO A ROAD LEFT,
 ED2394'LEADING TO THE ANDERSON MUNICIPAL AIRPORT.  TURN LEFT ON THE
 ED2394'ROAD LEADING TO THE AIRPORT AND GO SOUTHERLY FOR 0.6 KM (0.4 MI)
 ED2394'TO A CROSSROAD AND THE STATION IN THE NORTHWEST CORNER OF THE
 ED2394'INTERSECTION ON THE RIGHT.
 ED2394'
 ED2394'THE STATION IS A STANDARD SCGS DISK
 ED2394'STAMPED---AZ MK 4 018 1981---,
 ED2394'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2394'FLUSH WITH GROUND.  IT IS LOCATED
 ED2394'17.65 METERS (57.9 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2394'COUNTY ROAD S-99-103, LEADING WEST.
 ED2394'9.75 METERS (32.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 ED2394'THE SOUTH BOUND LANE LEADING TO THE AIRPORT AND
 ED2394'0.37 METER (1.2 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 ED2394'
 ED2394'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2394'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2394
 ED2394                          STATION RECOVERY (1992)
 ED2394
 ED2394'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2394'NOT RECOVERED, MEASUREMENTS LED TO AN AREA CHANGED DUE TO BUILDING
 ED2394'CONSTRUCTION.
 ED2394'RECOVERY BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2391 ***********************************************************************
 ED2391  DESIGNATION -  4 019
 ED2391  PID         -  ED2391
 ED2391  STATE/COUNTY-  SC/ANDERSON
 ED2391  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED2391
 ED2391                         *CURRENT SURVEY CONTROL
 ED2391  ___________________________________________________________________
 ED2391* NAD 83(2001)-  34 24 18.47308(N)    082 42 34.31523(W)     ADJUSTED  
 ED2391* NAVD 88     -       233.4    (meters)     766.     (feet)  VERTCON   
 ED2391  ___________________________________________________________________
 ED2391  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 ED2391  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 ED2391
 ED2391  HORZ ORDER  -  SECOND
 ED2391
 ED2391.The horizontal coordinates were established by classical geodetic methods
 ED2391.and adjusted by the National Geodetic Survey in March 2004..
 ED2391
 ED2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2391
 ED2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2391
 ED2391.The geoid height was determined by GEOID03.
 ED2391
 ED2391;                    North         East     Units Scale Factor Converg.
 ED2391;SPC SC       -   286,507.230   452,445.640   MT  0.99987596   -0 56 51.9
 ED2391;SPC SC       -   939,984.35  1,484,401.71   iFT  0.99987596   -0 56 51.9
 ED2391;UTM  17      - 3,808,402.371   342,873.350   MT  0.99990432   -0 57 58.2
 ED2391
 ED2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2391!SPC SC       -   0.99996810  x   0.99987596  =   0.99984406
 ED2391!UTM  17      -   0.99996810  x   0.99990432  =   0.99987242
 ED2391
 ED2391:                Primary Azimuth Mark                     Grid Az
 ED2391:SPC SC       -  4 019 AZ MK                              310 37 43.2
 ED2391:UTM  17      -  4 019 AZ MK                              310 38 49.5
 ED2391
 ED2391|---------------------------------------------------------------------|
 ED2391| PID    Reference Object                     Distance      Geod. Az  |
 ED2391|                                                           dddmmss.s |
 ED2391| ED2393 4 019 AZ MK                         479.922 METERS 3094051.3 |
 ED2391|---------------------------------------------------------------------|
 ED2391
 ED2391                          SUPERSEDED SURVEY CONTROL
 ED2391
 ED2391  NAD 83(1986)-  34 24 18.48174(N)    082 42 34.31423(W) AD(       ) 2
 ED2391  NAD 27      -  34 24 18.11097(N)    082 42 34.83462(W) AD(       ) 2
 ED2391  NGVD 29 (07/19/86)  233.5    (m)          766.     (f) VERT ANG       
 ED2391
 ED2391.Superseded values are not recommended for survey control.
 ED2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2391.See file dsdata.txt to determine how the superseded data were derived.
 ED2391
 ED2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4287308402(NAD 83)
 ED2391_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2391_SP_SET: CONCRETE POST
 ED2391_STAMPING: HORZ 4 019 1981
 ED2391_MARK LOGO: SCGS  
 ED2391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2391+STABILITY: SURFACE MOTION
 ED2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2391+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1992
 ED2391
 ED2391  HISTORY     - Date     Condition        Report By
 ED2391  HISTORY     - 1981     MONUMENTED       SCGS
 ED2391  HISTORY     - 1981     GOOD             SCGS
 ED2391  HISTORY     - 19920220 GOOD             SCGS
 ED2391
 ED2391                          STATION DESCRIPTION
 ED2391
 ED2391'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2391'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 M) SOUTH-SOUTHWEST OF
 ED2391'ANDERSON, 12.9 KM (8.0 MI) EAST OF SADLERS
 ED2391'CREEK STATE PARK AND 4.8 KM (3.0 MI) NORTH OF STARR, ALONG
 ED2391'COUNTY ROAD S-4-104.
 ED2391'OWNERSHIP--MR WILLIAM BOSTIC, ROUTE 1, STARR SC 29684,
 ED2391'PHONE 803-352-6376.
 ED2391'
 ED2391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND
 ED2391'U.S. HIGHWAY 29 BYPASS AND STATE HIGHWAY 28 BYPASS ON THE SOUTH
 ED2391'EDGE OF ANDERSON.  GO SOUTHWEST ON U.S. HIGHWAY 29 FOR 7.4 KM
 ED2391'(4.6 MI) TO THE JUNCTION WITH COUNTY ROAD S-4-104 ON THE LEFT.  TURN
 ED2391'LEFT AND GO SOUTHERLY ON COUNTY ROAD S-4-104 FOR 5.3 KM (3.3 MI)
 ED2391'TO THE TOP OF A SMALL HILL, WHERE A CROSS COUNTRY
 ED2391'GAS LINE CROSSES AND THE AZIMUTH MARK ON THE RIGHT.
 ED2391'CONTINUE SOUTHERLY ON COUNTY ROAD S-4-104 FOR
 ED2391'0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT IN THE FRONT LAWN
 ED2391'OF A BRICK HOUSE.
 ED2391'
 ED2391'THE STATION IS A STANDARD SCGS DISK
 ED2391'STAMPED---HORZ 4 019 1981---,
 ED2391'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2391'FLUSH WITH GROUND.  IT IS LOCATED
 ED2391'17.2 METERS (56.4 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2391'THE PAVED DIRT DRIVEWAY TO A BRICK HOUSE,
 ED2391'15.9 METERS (52.1 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 ED2391'OF A ONE STORY BRICK HOUSE,
 ED2391'14.94 METERS (49.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 ED2391'THE PAVED ROAD AND
 ED2391'4.27 METERS (14.0 FT) NORTHWEST FROM A TWIN TRUNK 36 CM DIAMETER
 ED2391'PECAN TREE.
 ED2391'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2391'STAMPED---HORZ 4 019 1981---,
 ED2391'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2391'
 ED2391'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2391'STAMPED---AZ MK 4 019 1981---,
 ED2391'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2391'FLUSH WITH GROUND.  IT IS LOCATED
 ED2391'24 METERS (78.7 FT) SOUTHEAST FROM THE MOST SOUTHERLY OF TWO
 ED2391'GAS LINE PIPES,
 ED2391'14.02 METERS (46.0 FT) SOUTHWEST FROM THE FENCE LINE,
 ED2391'7.07 METERS (23.2 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 ED2391'COUNTY ROAD S-4-104 AND
 ED2391'1.83 METERS (6.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 ED2391'
 ED2391'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2391'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2391
 ED2391                          STATION RECOVERY (1981)
 ED2391
 ED2391'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2391'RECOVERED IN GOOD CONDITION.
 ED2391
 ED2391                          STATION RECOVERY (1992)
 ED2391
 ED2391'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2391'STATION IS LOCATED 2.1 MILES NORTH NORTHWEST OF STARR. OWNERSHIP--MR.
 ED2391'WILLIAM BOSTIC, 2306 MOUNTAIN CREEK CHURCH ROAD, STARR, SC 29684,
 ED2391'PHONE 803-352-6376.
 ED2391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 181 AND 81 IN
 ED2391'STARR, GO NORTH NORTHEAST ON HIGHWAY 81 FOR 0.2 MILE TO THE JUNCTION
 ED2391'OF STATE ROAD 104 (AGNEW ROAD), TURN LEFT ON ROAD 104 FOR 1.4 MILES TO
 ED2391'THE JUNCTION OF STATE ROADS 104 (MOUNTAIN CREEK CHURCH ROAD) RIGHT
 ED2391'AND STATE ROAD 496 (AGNEW ROAD) AHEAD, TURN RIGHT ON ROAD 104 FOR
 ED2391'0.25 MILE TO THE STATION ON THE LEFT NEAR A PECAN TREE IN THE FRONT
 ED2391'YARD OF A BRICK HOUSE.
 ED2391'STATION IS A CONCRETE POST RECESSED 1 INCH AND LEVEL WITH THE ROAD,
 ED2391'48.8 FT SOUTHWEST OF THE CENTER OF THE ROAD, 14.0 FT NORTHWEST OF A
 ED2391'12-INCH SPLIT TRUNK PECAN TREE, 51.9 FT NORTH NORTHEAST OF THE EAST
 ED2391'CORNER OF THE HOUSE, 71.2 FT EAST OF THE NORTH CORNER OF THE HOUSE,
 ED2391'54.5 FT NORTHWEST OF THE CENTER OF THE DRIVEWAY.
 ED2391'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 019 AZ MK.
 ED2391'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2393 ***********************************************************************
 ED2393  DESIGNATION -  4 019 AZ MK
 ED2393  PID         -  ED2393
 ED2393  STATE/COUNTY-  SC/ANDERSON
 ED2393  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED2393
 ED2393                         *CURRENT SURVEY CONTROL
 ED2393  ___________________________________________________________________
 ED2393* NAD 83(2001)-  34 24 28.41760(N)    082 42 48.77751(W)     ADJUSTED  
 ED2393* NAVD 88     -       230.5    (meters)     756.     (feet)  VERTCON   
 ED2393  ___________________________________________________________________
 ED2393  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 ED2393  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 ED2393
 ED2393  HORZ ORDER  -  SECOND
 ED2393
 ED2393.The horizontal coordinates were established by classical geodetic methods
 ED2393.and adjusted by the National Geodetic Survey in March 2004..
 ED2393
 ED2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2393
 ED2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2393
 ED2393.The geoid height was determined by GEOID03.
 ED2393
 ED2393;                    North         East     Units Scale Factor Converg.
 ED2393;SPC SC       -   286,819.694   452,081.450   MT  0.99987658   -0 56 60.0
 ED2393;SPC SC       -   941,009.49  1,483,206.86   iFT  0.99987658   -0 56 60.0
 ED2393;UTM  17      - 3,808,714.962   342,509.251   MT  0.99990574   -0 58 06.6
 ED2393
 ED2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2393!SPC SC       -   0.99996855  x   0.99987658  =   0.99984514
 ED2393!UTM  17      -   0.99996855  x   0.99990574  =   0.99987430
 ED2393
 ED2393:                Primary Azimuth Mark                     Grid Az
 ED2393:SPC SC       -  ANDERSON ELEC SUBSTATION TK              054 47 26.8
 ED2393:UTM  17      -  ANDERSON ELEC SUBSTATION TK              054 48 33.4
 ED2393
 ED2393|---------------------------------------------------------------------|
 ED2393| PID    Reference Object                     Distance      Geod. Az  |
 ED2393|                                                           dddmmss.s |
 ED2393| ED2380 ANDERSON ELEC SUBSTATION TK         APPROX. 5.6 KM 0535026.8 |
 ED2393| ED2387 ANDERSON STARR IVA TANK             APPROX. 5.4 KM 0621916.9 |
 ED2393| ED2391 4 019                               479.922 METERS 1294043.2 |
 ED2393|---------------------------------------------------------------------|
 ED2393
 ED2393                          SUPERSEDED SURVEY CONTROL
 ED2393
 ED2393  NAD 83(1986)-  34 24 28.42623(N)    082 42 48.77643(W) AD(       ) 2
 ED2393  NAD 27      -  34 24 28.05559(N)    082 42 49.29659(W) AD(       ) 2
 ED2393  NGVD 29 (07/19/86)  230.6    (m)          757.     (f) VERT ANG       
 ED2393
 ED2393.Superseded values are not recommended for survey control.
 ED2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2393.See file dsdata.txt to determine how the superseded data were derived.
 ED2393
 ED2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4250908715(NAD 83)
 ED2393_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2393_SP_SET: CONCRETE POST
 ED2393_STAMPING: AZ MK 4 019 1981
 ED2393_MARK LOGO: SCGS  
 ED2393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2393+STABILITY: SURFACE MOTION
 ED2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2393+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1992
 ED2393
 ED2393  HISTORY     - Date     Condition        Report By
 ED2393  HISTORY     - 1981     MONUMENTED       SCGS
 ED2393  HISTORY     - 1981     GOOD             SCGS
 ED2393  HISTORY     - 19920219 GOOD             SCGS
 ED2393
 ED2393                          STATION DESCRIPTION
 ED2393
 ED2393'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2393'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTH-SOUTHWEST OF
 ED2393'ANDERSON, 12.9 KM (8.0 MI) EAST OF SADLERS CREEK STATE PARK AND
 ED2393'4.8 KM (3.0 MI) NORTH OF STARR, ALONG COUNTY ROAD S-4-104.
 ED2393'OWNERSHIP--MR G B YON, ROUTE NUMBER 1, STARR SC 29684, PHONE
 ED2393'803-352-6238.
 ED2393'
 ED2393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND U.S.
 ED2393'HIGHWAY 29 BYPASS AND STATE HIGHWAY 28 BYPASS, ON THE SOUTH EDGE
 ED2393'OF ANDERSON.  GO SOUTHWEST ON U.S. HIGHWAY 29 FOR 7.4 KM (4.6 MI)
 ED2393'TO THE JUNCTION WITH COUNTY ROAD S-4-104 ON THE LEFT.  TURN LEFT
 ED2393'AND GO SOUTHERLY ON S-4-104 FOR 5.3 KM (3.3 MI) TO THE TOP OF A
 ED2393'SMALL HILL, WHERE A CROSS COUNTRY GAS LINE CROSSES AND THE
 ED2393'STATION ON THE RIGHT.
 ED2393'
 ED2393'THE STATION IS A STANDARD SCGS DISK
 ED2393'STAMPED---AZ MK 4 019 1981---,
 ED2393'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2393'FLUSH WITH GROUND.  IT IS LOCATED
 ED2393'24 METERS (78.7 FT) SOUTHEAST FROM THE MOST SOUTHERLY OF TWO
 ED2393'GAS LINE PIPES,
 ED2393'14.02 METERS (46.0 FT) SOUTHWEST FROM THE FENCE LINE,
 ED2393'7.07 METERS (23.2 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 ED2393'A PAVED ROAD AND
 ED2393'1.83 METERS (6.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 ED2393'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2393'STAMPED---AZ MK 4 019 1981---,
 ED2393'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2393'
 ED2393'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2393'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2393
 ED2393                          STATION RECOVERY (1981)
 ED2393
 ED2393'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2393'RECOVERED IN GOOD CONDITION.
 ED2393
 ED2393                          STATION RECOVERY (1992)
 ED2393
 ED2393'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2393'STATION IS LOCATED 2.35 MILES NORTH NORTHWEST OF STARR.
 ED2393'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2393'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 181 AND 81 IN
 ED2393'STARR, GO NORTH NORTHEAST ON HIGHWAY 81 FOR 0.2 MILE TO THE JUNCTION
 ED2393'OF STATE ROAD 104 (AGNEW ROAD), TURN LEFT ON ROAD 104 FOR 1.4 MILES TO
 ED2393'THE JUNCTION OF STATE ROADS 104 (MOUNTAIN CREEK CHURCH ROAD) RIGHT
 ED2393'AND STATE ROAD 496 (AGNEW ROAD) AHEAD, TURN RIGHT ON ROAD 104 FOR
 ED2393'0.05 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE BEFORE AN
 ED2393'UNDERGROUND GAS LINE CROSSING.
 ED2393'STATION IS A CONCRETE POST RECESSED 1 INCH AND LEVEL WITH THE ROAD,
 ED2393'23.3 FT SOUTHWEST OF THE CENTER OF THE ROAD, 93.2 FT NORTHWEST OF
 ED2393'THE POWER POLE WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER
 ED2393'ATTACHED, 78.6 FT SOUTHEAST OF THE SOUTHEAST ONE OF TWO GAS LINE
 ED2393'WARNING POSTS, 6.1 FT NORTHWEST OF A WITNESS POST.
 ED2393'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 019.
 ED2393'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2469 ***********************************************************************
 ED2469  DESIGNATION -  4 020
 ED2469  PID         -  ED2469
 ED2469  STATE/COUNTY-  SC/ANDERSON
 ED2469  USGS QUAD   -  HARTWELL NE (1982)
 ED2469
 ED2469                         *CURRENT SURVEY CONTROL
 ED2469  ___________________________________________________________________
 ED2469* NAD 83(2001)-  34 26 43.52597(N)    082 46 07.72020(W)     ADJUSTED  
 ED2469* NAVD 88     -       219.3    (meters)     719.     (feet)  VERTCON   
 ED2469  ___________________________________________________________________
 ED2469  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 ED2469  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 ED2469
 ED2469  HORZ ORDER  -  SECOND
 ED2469
 ED2469.The horizontal coordinates were established by classical geodetic methods
 ED2469.and adjusted by the National Geodetic Survey in March 2004..
 ED2469
 ED2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2469
 ED2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2469
 ED2469.The geoid height was determined by GEOID03.
 ED2469
 ED2469;                    North         East     Units Scale Factor Converg.
 ED2469;SPC SC       -   291,067.394   447,073.217   MT  0.99988523   -0 58 50.3
 ED2469;SPC SC       -   954,945.52  1,466,775.65   iFT  0.99988523   -0 58 50.3
 ED2469;UTM  17      - 3,812,964.494   337,502.274   MT  0.99992548   -1 00 02.5
 ED2469
 ED2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2469!SPC SC       -   0.99997033  x   0.99988523  =   0.99985557
 ED2469!UTM  17      -   0.99997033  x   0.99992548  =   0.99989581
 ED2469
 ED2469:                Primary Azimuth Mark                     Grid Az
 ED2469:SPC SC       -  4 020 AZ MK                              007 11 21.3
 ED2469:UTM  17      -  4 020 AZ MK                              007 12 33.5
 ED2469
 ED2469|---------------------------------------------------------------------|
 ED2469| PID    Reference Object                     Distance      Geod. Az  |
 ED2469|                                                           dddmmss.s |
 ED2469| ED2468 4 020 AZ MK                         APPROX. 0.7 KM 0061231.0 |
 ED2469|---------------------------------------------------------------------|
 ED2469
 ED2469                          SUPERSEDED SURVEY CONTROL
 ED2469
 ED2469  NAD 83(1986)-  34 26 43.53432(N)    082 46 07.71888(W) AD(       ) 2
 ED2469  NAD 27      -  34 26 43.16487(N)    082 46 08.22836(W) AD(       ) 2
 ED2469  NGVD 29 (07/19/86)  219.4    (m)          720.     (f) VERT ANG       
 ED2469
 ED2469.Superseded values are not recommended for survey control.
 ED2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2469.See file dsdata.txt to determine how the superseded data were derived.
 ED2469
 ED2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3750212964(NAD 83)
 ED2469_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2469_SP_SET: CONCRETE POST
 ED2469_STAMPING: HORZ 4 020 1981
 ED2469_MARK LOGO: SCGS  
 ED2469_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 ED2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2469+STABILITY: SURFACE MOTION
 ED2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2469+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 ED2469
 ED2469  HISTORY     - Date     Condition        Report By
 ED2469  HISTORY     - 1981     MONUMENTED       SCGS
 ED2469  HISTORY     - 1981     GOOD             SCGS
 ED2469  HISTORY     - 19920218 GOOD             SCGS
 ED2469
 ED2469                          STATION DESCRIPTION
 ED2469
 ED2469'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2469'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) SOUTHWEST OF
 ED2469'ANDERSON, 10.5 KM (6.5 MI) NORTHWEST OF STARR, 8.8 KM
 ED2469'(5.5 MI) WEST-NORTHWEST OF FLAT ROCK AND ON THE NORTH
 ED2469'SIDE OF THE ROAD RIGHT-OF-WAY.
 ED2469'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2469'PO BOX 191, COLUMBIA SC 29202, PHONE NUMBER 803-758-3414.
 ED2469'
 ED2469'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2469'AND STATE HIGHWAY 187 WHICH IS ABOUT 22.5 KM (14 MI)
 ED2469'EAST-NOTHEAST OF THE SOUTH
 ED2469'CAROLINA-GEORGIA STATE LINE.  GO SOUTH ON STATE
 ED2469'HIGHWAY 187 FOR 2.1 KM (1.3 MI) TO THE JUNCTION WITH
 ED2469'STATE HIGHWAY 24, TURN LEFT AND GO EASTERLY ON STATE HIGHWAYS
 ED2469'24 AND 187 FOR 4.8 KM (2.95 MI) TO WHERE HIGHWAY 187 TURNS RIGHT
 ED2469'AND HIGHWAY 24 CONTINUES STRAIGHT AHEAD.
 ED2469'TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 187 FOR 0.4 KM (0.25 MI)
 ED2469'TO A CROSSROADS.  CONTINUE SOUTHERLY ON HIGHWAY 187 FOR 1.5 KM
 ED2469'(0.95 MI) TO A CROSSROADS.  CONTINUE SOUTHERLY ON HIGHWAY 187
 ED2469'FOR 5.3 KM (3.3 MI) TO THE ROBERTS PRESBYTERIAN CHURCH ON THE
 ED2469'RIGHT AND THE JUNCTION WITH COUNTY ROAD S-4-238.  TURN LEFT
 ED2469'AND GO EASTERLY ON S-4-238 FOR 1.9 KM (1.2 MI) TO A
 ED2469'BRIDGE OVER A SMALL CREEK.  CONTINUE EASTERLY ON
 ED2469'S-4-238 FOR 0.6 KM (0.4 MI) TO THE STATION ON LEFT IN
 ED2469'THE SOUTH CORNER OF A FIELD.
 ED2469'
 ED2469'THE STATION IS A STANDARD SCGS DISK
 ED2469'STAMPED---HORZ 4 020 1981---,
 ED2469'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2469'FLUSH WITH GROUND.  IT IS LOCATED
 ED2469'31.73 METERS (104.0 FT) EAST FROM THE SOUTH EAST CORNER OF A BRICK
 ED2469'HOUSE,
 ED2469'7.24 METERS (23.8 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 ED2469'OF A PAVED ROAD AND
 ED2469'0.77 METER (2.5 FT) SOUTHWEST FROM A METAL WITNESS POST.
 ED2469'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2469'STAMPED---HORZ 4 020 1981---,
 ED2469'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2469'
 ED2469'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2469'STAMPED---AZ MK 4 020 1981---,
 ED2469'IT IS LOCATED
 ED2469'30.0 METERS (98.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 ED2469'WHITE HOUSE,
 ED2469'24.78 METERS (81.3 FT) EAST FROM THE APPROXIMATE CENTER OF A PAVED
 ED2469'ROAD AND
 ED2469'1.23 METERS (4.1 FT) SOUTH FROM A TELEPHONE POLE.
 ED2469'
 ED2469'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ON
 ED2469'ROAD S-4-238 FOR 0.2 KM (0.1 MI) TO THE JUNCTION WITH
 ED2469'MOUNTAIN VIEW ROAD.  TURN LEFT AND GO NORTH-WESTERLY ON MOUNTAIN
 ED2469'VIEW ROAD FOR 1.1 KM (0.65 MI) TO A WHITE WOOD FRAME HOUSE AND
 ED2469'THE AZIMUTH MARK ON THE RIGHT.
 ED2469'
 ED2469'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2469'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2469
 ED2469                          STATION RECOVERY (1981)
 ED2469
 ED2469'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2469'RECOVERED IN GOOD CONDITION.
 ED2469
 ED2469                          STATION RECOVERY (1992)
 ED2469
 ED2469'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2469'STATION IS LOCATED 10.95 MILES SOUTHEAST OF TOWNVILLE, 7.85 MILES
 ED2469'SOUTHWEST OF ANDERSON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2469'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2469'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 187, 24
 ED2469'AND STATE ROAD 93, 6.1 MILES WEST OF ANDERSON, GO SOUTH SOUTHWEST ON
 ED2469'HIGHWAY 187 FOR 4.2 MILES TO THE JUNCTION OF STATE ROAD 238 (ROBERTS
 ED2469'CHURCH ROAD), TURN LEFT ON ROAD 238 FOR 1.25 MILES TO A BRIDGE OVER
 ED2469'DEVIL FORK CREEK, CONTINUE ON ROAD 238 FOR 0.4 MILE TO THE STATION ON
 ED2469'THE LEFT NEAR THE WOODS EDGE AND ACROSS FROM THE DRIVEWAY TO A HOUSE
 ED2469'(700 ROBERTS CHURCH ROAD).
 ED2469'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FT ABOVE THE
 ED2469'ROAD, 24.3 FT NORTHEAST OF THE CENTER OF THE ROAD, 11.8 FT WEST OF
 ED2469'A 16-INCH OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 49.7 FEET
 ED2469'NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 28/2, 51.7 FEET
 ED2469'NORTH NORTHEAST OF THE NORTHWEST END OF AN 18-INCH CONCRETE PIPE
 ED2469'CULVERT BENEATH A DRIVE TO A STEEL-SIDED TRACTOR SHED, 2.6 FEET
 ED2469'SOUTHWEST OF A WITNESS POST.
 ED2469'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 020 AZ MK.
 ED2469'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2468 ***********************************************************************
 ED2468  DESIGNATION -  4 020 AZ MK
 ED2468  PID         -  ED2468
 ED2468  STATE/COUNTY-  SC/ANDERSON
 ED2468  USGS QUAD   -  HARTWELL NE (1982)
 ED2468
 ED2468                         *CURRENT SURVEY CONTROL
 ED2468  ___________________________________________________________________
 ED2468* NAD 83(2001)-  34 27 06.99346(N)    082 46 04.63834(W)     ADJUSTED  
 ED2468* NAVD 88     -       217.3    (meters)     713.     (feet)  VERTCON   
 ED2468  ___________________________________________________________________
 ED2468  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 ED2468  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 ED2468
 ED2468  HORZ ORDER  -  SECOND
 ED2468
 ED2468.The horizontal coordinates were established by classical geodetic methods
 ED2468.and adjusted by the National Geodetic Survey in March 2004..
 ED2468
 ED2468.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2468
 ED2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2468
 ED2468.The geoid height was determined by GEOID03.
 ED2468
 ED2468;                    North         East     Units Scale Factor Converg.
 ED2468;SPC SC       -   291,788.987   447,164.238   MT  0.99988678   -0 58 48.6
 ED2468;SPC SC       -   957,312.95  1,467,074.27   iFT  0.99988678   -0 58 48.6
 ED2468;UTM  17      - 3,813,686.084   337,593.552   MT  0.99992512   -1 00 01.4
 ED2468
 ED2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2468!SPC SC       -   0.99997065  x   0.99988678  =   0.99985743
 ED2468!UTM  17      -   0.99997065  x   0.99992512  =   0.99989577
 ED2468
 ED2468                          SUPERSEDED SURVEY CONTROL
 ED2468
 ED2468  NAD 83(1986)-  34 27 07.00180(N)    082 46 04.63705(W) AD(       ) 2
 ED2468  NAD 27      -  34 27 06.63290(N)    082 46 05.14648(W) AD(       ) 2
 ED2468  NGVD 29 (07/19/86)  217.4    (m)          713.     (f) VERT ANG       
 ED2468
 ED2468.Superseded values are not recommended for survey control.
 ED2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2468.See file dsdata.txt to determine how the superseded data were derived.
 ED2468
 ED2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3759413686(NAD 83)
 ED2468_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2468_SP_SET: CONCRETE POST
 ED2468_STAMPING: AZ MK 4 020 1981
 ED2468_MARK LOGO: SCGS  
 ED2468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2468+STABILITY: SURFACE MOTION
 ED2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2468+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 ED2468
 ED2468  HISTORY     - Date     Condition        Report By
 ED2468  HISTORY     - 1981     MONUMENTED       SCGS
 ED2468  HISTORY     - 1981     GOOD             SCGS
 ED2468  HISTORY     - 19920218 GOOD             SCGS
 ED2468
 ED2468                          STATION DESCRIPTION
 ED2468
 ED2468'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2468'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) SOUTHWEST OF
 ED2468'ANDERSON, 10.5 KM (6.5 MI) NORTHWEST OF STARR, 8.8 KM (5.5 MI)
 ED2468'WEST-NORTHWEST OF FLATROCK AND NEAR A WHITE WOOD FRAME HOUSE.
 ED2468'OWNERSHIP--MR N A MATTISON, ROUTE 13 BOX 162, ANDERSON SC
 ED2468'29621, PHONE 803-225-9837.
 ED2468'
 ED2468'TO REACH THE STATION FROM
 ED2468'THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED2468'STATE HIGHWAY 187, WHICH IS ABOUT 22.5 KM (14 MI) EAST-NORTHEAST
 ED2468'OF THE SOUTH CAROLINA AND GEORGIA STATE LINE.  GO SOUTH ON STATE
 ED2468'HIGHWAY 187 FOR 2.1 KM (1.3 MI) TO THE JUNCTION WITH STATE
 ED2468'HIGHWAY 24.  TURN LEFT AND GO EASTERLY ON STATE HIGHWAYS 24 AND
 ED2468'187 FOR 4.8 KM (2.95 MI) TO WHERE HIGHWAY 187 BEARS RIGHT AND
 ED2468'HIGHWAY 24 CONTINUES AHEAD.  TURN RIGHT AND GO SOUTHERLY ON
 ED2468'HIGHWAY 187 FOR 0.4 KM (0.25 MI) TO A CROSSROAD, CONTINUE
 ED2468'SOUTHERLY ON HIGHWAY 187 FOR 1.5 KM (0.95 MI) TO A CROSSROAD,
 ED2468'CONTINUE SOUTHERLY ON HIGHWAY 187 FOR 5.3 KM (3.3 MI) TO THE
 ED2468'ROBERTS PRESBYTERIAN CHURCH ON THE RIGHT AND THE JUNCTION WITH
 ED2468'COUNTY ROAD S-4-238.  TURN LEFT AND GO EASTERLY ON
 ED2468'S-4-238 FOR 1.9 KM (1.2 MI) TO A BRIDGE OVER A SMALL CREEK.
 ED2468'CONTINUE EASTERLY ON S-4-238 FOR 0.6 KM (0.4 MI) TO
 ED2468'STATION 4 020 SCGS ON THE LEFT IN THE SOUTH CORNER OF A FIELD.
 ED2468'CONTINUE ON S-4-238 FOR 0.2 KM (0.1 MI) TO THE JUNCTION WITH MOUNTAIN
 ED2468'VIEW ROAD.  TURN LEFT AND GO NORTHWESTERLY FOR 1.1 KM (0.65 MI)
 ED2468'TO A WHITE WOOD FRAME HOUSE AND THE STATION ON RIGHT.
 ED2468'
 ED2468'THE STATION IS A STANDARD SCGS DISK
 ED2468'STAMPED---AZ MK 4 020 1981---,
 ED2468'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2468'FLUSH WITH GROUND.  IT IS LOCATED
 ED2468'30.0 METERS (98.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A ONE
 ED2468'STORY WOOD FRAME HOUSE,
 ED2468'24.78 METERS (81.3 FT) EAST FROM THE APPROXIMATE CENTER OF A PAVED
 ED2468'ROAD AND
 ED2468'1.23 METER (4.1 FT) SOUTH FROM A TELEPHONE POLE.
 ED2468'
 ED2468'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2468'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2468
 ED2468                          STATION RECOVERY (1981)
 ED2468
 ED2468'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2468'RECOVERED IN GOOD CONDITION.
 ED2468
 ED2468                          STATION RECOVERY (1992)
 ED2468
 ED2468'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2468'STATION IS LOCATED 10.8 MILES SOUTHEAST OF TOWNVILLE, 7.6 MILES
 ED2468'SOUTHWEST OF ANDERSON. OWNERSHIP--HATTIE MATTERSON, 1113 MOUNTAIN VIEW
 ED2468'ROAD, ANDERSON, SC 29625.
 ED2468'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 187, 24
 ED2468'AND STATE ROAD 93, 6.1 MILES WEST OF ANDERSON, GO SOUTH SOUTHWEST ON
 ED2468'HIGHWAY 187 FOR 4.2 MILES TO THE JUNCTION OF STATE ROAD 238 (ROBERTS
 ED2468'CHURCH ROAD), TURN LEFT ON ROAD 238 FOR 1.25 MILES TO A BRIDGE OVER
 ED2468'DEVIL FORK CREEK, CONTINUE ON ROAD 238 FOR 0.5 MILE TO THE JUNCTION OF
 ED2468'PAVED ROAD LEFT (MOUNTAIN VIEW ROAD), TURN LEFT ON MOUNTAIN VIEW ROAD
 ED2468'FOR 0.55 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE NUMBER
 ED2468'72144 IN THE FRONT YARD OF A WOODEN HOUSE.
 ED2468'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.5 FT ABOVE THE
 ED2468'ROAD, 57.5 FT EAST NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 19,
 ED2468'81.9 FT EAST OF THE CENTER OF THE ROAD, 3.5 FT SOUTH OF THE POWER
 ED2468'POLE, 98.4 FT WEST OF THE NORTHWEST CORNER OF THE HOUSE, 3.5 FEET
 ED2468'SOUTH OF A WITNESS POST.
 ED2468'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 020.
 ED2468'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2574 ***********************************************************************
 ED2574  DESIGNATION -  4 021
 ED2574  PID         -  ED2574
 ED2574  STATE/COUNTY-  SC/ANDERSON
 ED2574  USGS QUAD   -  BELTON WEST (1983)
 ED2574
 ED2574                         *CURRENT SURVEY CONTROL
 ED2574  ___________________________________________________________________
 ED2574* NAD 83(2001)-  34 30 51.54767(N)    082 33 01.48591(W)     ADJUSTED  
 ED2574* NAVD 88     -       251.1    (meters)     824.     (feet)  VERTCON   
 ED2574  ___________________________________________________________________
 ED2574  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 ED2574  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 ED2574
 ED2574  HORZ ORDER  -  SECOND
 ED2574
 ED2574.The horizontal coordinates were established by classical geodetic methods
 ED2574.and adjusted by the National Geodetic Survey in March 2004..
 ED2574
 ED2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2574
 ED2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2574
 ED2574.The geoid height was determined by GEOID03.
 ED2574
 ED2574;                    North         East     Units Scale Factor Converg.
 ED2574;SPC SC       -   298,386.052   467,253.728   MT  0.99990225   -0 51 34.4
 ED2574;SPC SC       -   978,956.86  1,532,984.67   iFT  0.99990225   -0 51 34.4
 ED2574;UTM  17      - 3,820,276.193   357,685.149   MT  0.99984964   -0 52 43.1
 ED2574
 ED2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2574!SPC SC       -   0.99996537  x   0.99990225  =   0.99986762
 ED2574!UTM  17      -   0.99996537  x   0.99984964  =   0.99981501
 ED2574
 ED2574:                Primary Azimuth Mark                     Grid Az
 ED2574:SPC SC       -  4 021 AZ MK                              275 30 02.0
 ED2574:UTM  17      -  4 021 AZ MK                              275 31 10.7
 ED2574
 ED2574|---------------------------------------------------------------------|
 ED2574| PID    Reference Object                     Distance      Geod. Az  |
 ED2574|                                                           dddmmss.s |
 ED2574| ED2575 4 021 AZ MK                         415.582 METERS 2743827.6 |
 ED2574|---------------------------------------------------------------------|
 ED2574
 ED2574                          SUPERSEDED SURVEY CONTROL
 ED2574
 ED2574  NAD 83(1986)-  34 30 51.55598(N)    082 33 01.48434(W) AD(       ) 2
 ED2574  NAD 27      -  34 30 51.17972(N)    082 33 02.02001(W) AD(       ) 2
 ED2574  NGVD 29 (07/19/86)  251.2    (m)          824.     (f) VERT ANG       
 ED2574
 ED2574.Superseded values are not recommended for survey control.
 ED2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2574.See file dsdata.txt to determine how the superseded data were derived.
 ED2574
 ED2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5768520276(NAD 83)
 ED2574_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2574_SP_SET: CONCRETE POST
 ED2574_STAMPING: HORZ 4 021 1981
 ED2574_MARK LOGO: SCGS  
 ED2574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2574+STABILITY: SURFACE MOTION
 ED2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2574+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 ED2574
 ED2574  HISTORY     - Date     Condition        Report By
 ED2574  HISTORY     - 1981     MONUMENTED       SCGS
 ED2574  HISTORY     - 1981     GOOD             SCGS
 ED2574  HISTORY     - 19920226 GOOD             SCGS
 ED2574
 ED2574                          STATION DESCRIPTION
 ED2574
 ED2574'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2574'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) SOUTHWEST OF
 ED2574'WILLIAMSTON, 9.6 KM (6 MI) EAST OF ANDERSON, 4.8 KM (3.0 MI) WEST
 ED2574'OF BELTON.
 ED2574'OWNERSHIP--REVEREND VICTOR L CLARK, ROUTE 2 BOX 148,
 ED2574'BELTON SC 29627, PHONE 338 8529.
 ED2574'
 ED2574'TO REACH THE STATION FROM THE EAST ONE OF TWO JUNCTIONS OF U.S.
 ED2574'HIGHWAY 29 BYPASS AND U.S. HIGHWAYS 76 AND 178 AT THE SOUTHEAST
 ED2574'SIDE OF ANDERSON.  GO EAST ON HIGHWAY 76 AND 178 FOR 5.4 KM
 ED2574'(3.35 MI) TO THE JUNCTION WITH STATE HIGHWAY 252, BEAR LEFT
 ED2574'AND CONTINUE EAST ON HIGHWAY 76 AND 178  FOR 0.8 KM
 ED2574'(0.5 MI) TO ANOTHER JUNCTION WITH HIGHWAY 252 ON THE LEFT.
 ED2574'CONTINUE EAST ON HIGHWAYS 76 AND 178 FOR 1.5 KM (0.95 MI)
 ED2574'TO A CROSSROAD AND THE JUNCTION WITH COUNTY ROAD S-4-118 (NORTH
 ED2574'MAJOR ROAD ON THE LEFT AND SOUTH MAJOR ROAD ON THE RIGHT).  TURN
 ED2574'LEFT AND GO NORTHERLY ON COUNTY ROAD S-4-118,
 ED2574'FOR 2.4 KM (1.5 MI) TO A RAILROAD CROSSING.  CONTINUE NORTHERLY
 ED2574'ON COUNTY ROAD S-4-118 FOR 0.5 KM (0.3 MI) TO A CROSSROAD
 ED2574'JUST BEFORE REACHING ANOTHER RAILROAD CROSSING.  TURN RIGHT AND
 ED2574'GO EASTERLY ON PAVED ROAD FOR 0.2 KM (0.15 MI) TO THE AZIMUTH
 ED2574'MARK ON THE LEFT JUST BEFORE REACHING A CROSS COUNTRY GASLINE.
 ED2574'CONTINUE EASTERLY ON PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE
 ED2574'TRIANGLE BAPTIST CHURCH ON THE LEFT AND THE STATION NEAR THE
 ED2574'NORTHWEST CORNER OF THE CHURCH.
 ED2574'
 ED2574'THE STATION IS A STANDARD SCGS DISK
 ED2574'STAMPED---HORZ 4 021 1981---,
 ED2574'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2574'FLUSH WITH GROUND.  IT IS LOCATED
 ED2574'53.2 METERS (174.5 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 ED2574'PAVED ROAD,
 ED2574'15.73 METERS (51.6 FT) NORTHWEST FROM THE NORTHWEST CORNER OF AN
 ED2574'EXTENSION OFF THE BACK OF THE CHURCH AND
 ED2574'6.0 METERS (19.7 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 ED2574'CHURCH.
 ED2574'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2574'STAMPED---HORZ 4 021 1981---,
 ED2574'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2574'
 ED2574'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2574'STAMPED---AZ MK 4 021 1981---,
 ED2574'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2574'FLUSH WITH GROUND.  IT IS LOCATED
 ED2574'11.40 METERS (37.4 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 ED2574'CENTER OF THE PAVED ROAD,
 ED2574'1.40 METERS (4.6 FT) EAST-SOUTHEAST FROM A POWERPOLE WITH 3 GUY
 ED2574'WIRES AND
 ED2574'1.89 METERS (6.2 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 ED2574'
 ED2574'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2574'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2574
 ED2574                          STATION RECOVERY (1981)
 ED2574
 ED2574'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2574'RECOVERED IN GOOD CONDITION.
 ED2574
 ED2574                          STATION RECOVERY (1992)
 ED2574
 ED2574'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2574'STATION IS LOCATED 3.2 MILES WEST OF BELTON, 5.8
 ED2574'MILES EAST OF ANDERSON.
 ED2574'OWNERSHIP--TRIANGLE BAPTIST CHURCH, 1337 BLUERIDGE AVENUE, BELTON, SC
 ED2574'29627, PHONE 803-338-8529, PASTOR-DAVID STANRIDGE.
 ED2574'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 (NORTH
 ED2574'MAIN STREET), 247 (RIVER STREET) AND STATE ROAD 63 (BREAZEALE STREET)
 ED2574'IN BELTON, GO WEST ON STATE ROAD 63 FOR 0.15 MILE TO THE JUNCTION OF
 ED2574'STATE ROAD 245 (BLUE RIDGE AVENUE), TURN LEFT ON ROAD 245 FOR 3.45
 ED2574'MILES TO THE TRIANGLE BAPTIST CHURCH AND THE STATION ON THE RIGHT NEAR
 ED2574'THE NORTHWEST CORNER OF THE CHURCH.
 ED2574'STATION IS A CONCRETE POST RECESSED 2 INCHES AND 3.0 FT ABOVE THE
 ED2574'ROAD, 19.8 FT NORTH OF THE NORTHWEST CORNER OF THE CHURCH, 173.5
 ED2574'FT NORTH OF THE CENTER OF THE ROAD, 51.3 FT WEST NORTHWEST OF THE
 ED2574'NORTHWEST CORNER OF A SMALL BRICK EXTENSION ON THE NORTH SIDE OF THE
 ED2574'CHURCH, 42.9 FT NORTHEAST OF THE NORTHWEST LEG TO AN AWNING FOR THE
 ED2574'SIDE ENTRANCE.
 ED2574'NOTE-STATION INTERVISIBLE WITH SURVEY STATION 4 021 AZ MK.
 ED2574'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2575 ***********************************************************************
 ED2575  DESIGNATION -  4 021 AZ MK
 ED2575  PID         -  ED2575
 ED2575  STATE/COUNTY-  SC/ANDERSON
 ED2575  USGS QUAD   -  BELTON WEST (1983)
 ED2575
 ED2575                         *CURRENT SURVEY CONTROL
 ED2575  ___________________________________________________________________
 ED2575* NAD 83(2001)-  34 30 52.63860(N)    082 33 17.72556(W)     ADJUSTED  
 ED2575* NAVD 88     -       244.2    (meters)     801.     (feet)  VERTCON   
 ED2575  ___________________________________________________________________
 ED2575  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 ED2575  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 ED2575
 ED2575  HORZ ORDER  -  SECOND
 ED2575
 ED2575.The horizontal coordinates were established by classical geodetic methods
 ED2575.and adjusted by the National Geodetic Survey in March 2004..
 ED2575
 ED2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2575
 ED2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2575
 ED2575.The geoid height was determined by GEOID03.
 ED2575
 ED2575;                    North         East     Units Scale Factor Converg.
 ED2575;SPC SC       -   298,425.883   466,840.100   MT  0.99990232   -0 51 43.4
 ED2575;SPC SC       -   979,087.54  1,531,627.62   iFT  0.99990232   -0 51 43.4
 ED2575;UTM  17      - 3,820,316.161   357,271.556   MT  0.99985110   -0 52 52.3
 ED2575
 ED2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2575!SPC SC       -   0.99996645  x   0.99990232  =   0.99986878
 ED2575!UTM  17      -   0.99996645  x   0.99985110  =   0.99981756
 ED2575
 ED2575                          SUPERSEDED SURVEY CONTROL
 ED2575
 ED2575  NAD 83(1986)-  34 30 52.64691(N)    082 33 17.72398(W) AD(       ) 2
 ED2575  NAD 27      -  34 30 52.27089(N)    082 33 18.25917(W) AD(       ) 2
 ED2575  NGVD 29 (07/19/86)  244.3    (m)          802.     (f) VERT ANG       
 ED2575
 ED2575.Superseded values are not recommended for survey control.
 ED2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2575.See file dsdata.txt to determine how the superseded data were derived.
 ED2575
 ED2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5727220316(NAD 83)
 ED2575_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2575_SP_SET: CONCRETE POST
 ED2575_STAMPING: AZ MK 4 021 1981
 ED2575_MARK LOGO: SCGS  
 ED2575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2575+STABILITY: SURFACE MOTION
 ED2575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2575+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 ED2575
 ED2575  HISTORY     - Date     Condition        Report By
 ED2575  HISTORY     - 1981     MONUMENTED       SCGS
 ED2575  HISTORY     - 1981     GOOD             SCGS
 ED2575  HISTORY     - 19920226 GOOD             SCGS
 ED2575
 ED2575                          STATION DESCRIPTION
 ED2575
 ED2575'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2575'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) SOUTHWEST FROM
 ED2575'WILLIAMSTON, 9.6 KM (6.0 MI) EAST OF ANDERSON, 4.8 KM (3.0 MI)
 ED2575'WEST OF BELTON.
 ED2575'OWNERSHIP--REVEREND VICTOR L CLARK, ROUTE 2 BOX 148,
 ED2575'BELTON SC 29627, PHONE 803 338 8529.
 ED2575'
 ED2575'TO REACH THE STATION FROM THE EAST ONE OF TWO
 ED2575'JUNCTIONS OF U.S. HIGHWAY 29 BYPASS AND U.S. HIGHWAYS
 ED2575'76 AND 178 ON THE SOUTHEAST SIDE OF ANDERSON.  GO EAST
 ED2575'ON U.S. HIGHWAY 76 AND 178 FOR 5.4 KM (3.35 MI) TO THE JUNCTION
 ED2575'WITH STATE HIGHWAY 252, BEAR LEFT AND CONTINUE EAST ON
 ED2575'HIGHWAYS 76 AND 178 FOR 0.8 KM (0.5 MI) TO ANOTHER JUNCTION WITH
 ED2575'HIGHWAY 252 ON THE LEFT.  CONTINUE EAST ON HIGHWAYS 76 AND
 ED2575'178 FOR 1.5 KM (0.95 MI) TO A CROSSROAD AND THE JUNCTION WITH
 ED2575'COUNTY ROAD S-4-118 (NORTH MAJORS ROAD ON THE LEFT AND SOUTH
 ED2575'MAJORS ROAD ON THE RIGHT).  TURN LEFT AND GO NORTHERLY ON
 ED2575'COUNTY ROAD S-4-118 FOR
 ED2575'2.4 KM (1.5 MI) TO A RAILROAD ROAD CROSSING.  CONTINUE NORTHERLY
 ED2575'ON COUNTY ROAD S-4-118 FOR 0.5 KM (0.3 MI) TO A CROSSROAD JUST
 ED2575'BEFORE REACHING ANOTHER RAILROAD CROSSING.  TURN RIGHT AND GO
 ED2575'EASTERLY ON PAVED ROAD FOR 0.25 KM (0.15 MI) TO THE STATION
 ED2575'ON THE LEFT JUST BEFORE REACHING A CROSS COUNTRY GASLINE.
 ED2575'
 ED2575'THE STATION IS A STANDARD SCGS DISK
 ED2575'STAMPED---AZ MK 4 021 1981---,
 ED2575'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2575'FLUSH WITH THE GROUND.  IT IS LOCATED
 ED2575'11.4 METERS (37.4 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 ED2575'CENTER OF THE PAVED ROAD,
 ED2575'1.4 METERS (4.6 FT) EAST-SOUTHEAST FROM A POWER POLE
 ED2575'WITH THREE GUY WIRES AND
 ED2575'1.89 METERS (6.2 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 ED2575'
 ED2575'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2575'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2575
 ED2575                          STATION RECOVERY (1981)
 ED2575
 ED2575'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2575'RECOVERED IN GOOD CONDITION.
 ED2575
 ED2575                          STATION RECOVERY (1992)
 ED2575
 ED2575'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2575'STATION IS LOCATED 3.5 MILES WEST OF BELTON, 5.6 MILES
 ED2575'EAST OF ANDERSON.
 ED2575'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2575'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2575'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 (NORTH
 ED2575'MAIN STREET), 247 (RIVER STREET) AND STATE ROAD 63 (BREAZEALE STREET)
 ED2575'IN BELTON, GO WEST ON STATE ROAD 63 FOR 0.15 MILE TO THE JUNCTION OF
 ED2575'STATE ROAD 245 (BLUE RIDGE AVENUE), TURN LEFT ON ROAD 245 FOR 3.7
 ED2575'MILES TO A CROSS COUNTRY GAS LINE AND THE STATION ON THE RIGHT NEAR A
 ED2575'POWER POLE NUMBER 092992/029727 WITH THREE GUY WIRES.
 ED2575'STATION IS A CONCRETE POST RECESSED 1 INCH AND LEVEL WITH THE ROAD,
 ED2575'4.4 FT EAST SOUTHEAST OF THE POWER POLE, 35.5 FT NORTH NORTHEAST OF
 ED2575'THE CENTER OF THE ROAD, 86.6 FT NORTH NORTHWEST OF THE NORTH END OF
 ED2575'A 15-INCH CONCRETE PIPE CULVERT BENEATH A DRIVE LEADING TO A BRICK
 ED2575'HOUSE ACROSS THE ROAD, 6.0 FT SOUTH SOUTHWEST OF A WITNESS POST.
 ED2575'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 021.
 ED2575'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2385 ***********************************************************************
 ED2385  CBN         -  This is a Cooperative Base Network Control Station.
 ED2385  DESIGNATION -  4 022
 ED2385  PID         -  ED2385
 ED2385  STATE/COUNTY-  SC/ANDERSON
 ED2385  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED2385
 ED2385                         *CURRENT SURVEY CONTROL
 ED2385  ___________________________________________________________________
 ED2385* NAD 83(2001)-  34 28 43.53226(N)    082 39 11.24815(W)     ADJUSTED  
 ED2385* NAVD 88     -       245.83   (meters)     806.5    (feet)  N HEIGHT  
 ED2385  ___________________________________________________________________
 ED2385  X           -     673,082.737 (meters)                     COMP
 ED2385  Y           -  -5,220,342.241 (meters)                     COMP
 ED2385  Z           -   3,590,471.792 (meters)                     COMP
 ED2385  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 ED2385  ELLIP HEIGHT-         215.48  (meters)          (01/30/03) GPS OBS
 ED2385  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 ED2385  DYNAMIC HT  -         245.57  (meters)     805.7   (feet)  COMP
 ED2385  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 ED2385
 ED2385  HORZ ORDER  -  B
 ED2385  VERT ORDER  -  THIRD
 ED2385  ELLP ORDER  -  FOURTH    CLASS II
 ED2385
 ED2385.The horizontal coordinates were established by GPS observations
 ED2385.and adjusted by the National Geodetic Survey in January 2003..
 ED2385
 ED2385.The orthometric height was determined by differential leveling
 ED2385.and adjusted by the National Geodetic Survey in July 1996..
 ED2385.The height was determined by precise leveling from only one NSRS
 ED2385.bench mark.  This was not adequate "tie leveling" to NSRS and was
 ED2385.allowed ONLY to validate the GPS-derived height.
 ED2385
 ED2385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2385
 ED2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2385
 ED2385.The ellipsoidal height was determined by GPS observations
 ED2385.and is referenced to NAD 83.
 ED2385
 ED2385.The geoid height was determined by GEOID03.
 ED2385
 ED2385.The dynamic height is computed by dividing the NAVD 88
 ED2385.geopotential number by the normal gravity value computed on the
 ED2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2385.degrees latitude (g = 980.6199 gals.).
 ED2385
 ED2385.The modeled gravity was interpolated from observed gravity values.
 ED2385
 ED2385;                    North         East     Units Scale Factor Converg.
 ED2385;SPC SC       -   294,588.414   457,761.263   MT  0.99989328   -0 54 59.4
 ED2385;SPC SC       -   966,497.42  1,501,841.41   iFT  0.99989328   -0 54 59.4
 ED2385;UTM  17      - 3,816,481.873   348,191.699   MT  0.99988407   -0 56 09.6
 ED2385
 ED2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2385!SPC SC       -   0.99996618  x   0.99989328  =   0.99985946
 ED2385!UTM  17      -   0.99996618  x   0.99988407  =   0.99985025
 ED2385
 ED2385:                Primary Azimuth Mark                     Grid Az
 ED2385:SPC SC       -  4 022 AZ MK                              006 33 16.5
 ED2385:UTM  17      -  4 022 AZ MK                              006 34 26.7
 ED2385
 ED2385|---------------------------------------------------------------------|
 ED2385| PID    Reference Object                     Distance      Geod. Az  |
 ED2385|                                                           dddmmss.s |
 ED2385| ED2384 4 022 AZ MK                         APPROX. 0.6 KM 0053817.1 |
 ED2385| ED2386 ANDERSON HOMELAND PARK TK           APPROX. 1.4 KM 1883059.2 |
 ED2385|---------------------------------------------------------------------|
 ED2385
 ED2385                          SUPERSEDED SURVEY CONTROL
 ED2385
 ED2385  NAD 83(1995)-  34 28 43.53221(N)    082 39 11.24805(W) AD(       ) B
 ED2385  ELLIP H (09/11/96)  215.49   (m)                       GP(       ) 4 1
 ED2385  NAD 83(1986)-  34 28 43.54072(N)    082 39 11.24568(W) AD(       ) 1
 ED2385  NAD 83(1986)-  34 28 43.53727(N)    082 39 11.24920(W) AD(       ) 2
 ED2385  NAD 27      -  34 28 43.16854(N)    082 39 11.77724(W) AD(       ) 2
 ED2385  NAVD 88 (09/11/96)  245.83   (m)          806.5    (f) LEVELING    3  
 ED2385  NGVD 29 (07/27/92)  245.94   (m)          806.9    (f) N HEIGHT    3  
 ED2385
 ED2385.Superseded values are not recommended for survey control.
 ED2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2385.See file dsdata.txt to determine how the superseded data were derived.
 ED2385
 ED2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4819216482(NAD 83)
 ED2385_MARKER: DD = SURVEY DISK
 ED2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2385_SP_SET: CONCRETE POST
 ED2385_STAMPING: HORZ 4 022 1981
 ED2385_MARK LOGO: SCGS  
 ED2385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2385+STABILITY: SURFACE MOTION
 ED2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2385+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 ED2385
 ED2385  HISTORY     - Date     Condition        Report By
 ED2385  HISTORY     - 1981     MONUMENTED       SCGS
 ED2385  HISTORY     - 1981     GOOD             SCGS
 ED2385  HISTORY     - 19921101 GOOD             NGS
 ED2385  HISTORY     - 19950131 GOOD             SCGS
 ED2385  HISTORY     - 19950801 GOOD             SCGS
 ED2385  HISTORY     - 19960410 GOOD             SCGS
 ED2385  HISTORY     - 20010205 GOOD             SCGS
 ED2385
 ED2385                          STATION DESCRIPTION
 ED2385
 ED2385'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (SCM)
 ED2385'THE STATION IS LOCATED ON THE SOUTH SIDE OF ANDERSON, ON THE WEST
 ED2385'SIDE OF STATE HIGHWAY 81, IN THE LAWN OF THE CLARK SCHWEBEL
 ED2385'FIBERGLASS CORPORATION.
 ED2385'OWNERSHIP--GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO BOX 191,
 ED2385'COLUMBIA SC, 29202 PHONE 803-758-3414.
 ED2385'
 ED2385'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 BYPASS,
 ED2385'STATE HIGHWAYS 81 AND 28 BYPASS ON THE SOUTH EDGE OF ANDERSON.
 ED2385'GO NORTH ON STATE HIGHWAY 81 FOR 0.4 KM (0.25 MI) TO THE
 ED2385'ENTRANCE OF THE CLARK-SCHWEBEL FIBERGLASS CORPORATION ON THE LEFT,
 ED2385'TURN LEFT, INTO THE FIBERGLASS CORPORATION FOR 0.1 KM (0.05 MI)
 ED2385'TO TWIN POWER LINE POLES AND THE STATION ON THE RIGHT.
 ED2385'
 ED2385'THE STATION IS A STANDARD SCGS DISK
 ED2385'STAMPED---HORZ 4 022 1981---,
 ED2385'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2385'FLUSH WITH GROUND.  IT IS LOCATED
 ED2385'56.54 METERS (185.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF
 ED2385'THE FIBERGLASS CORPORATION,
 ED2385'20.4 METERS (66.9 FT) WEST FROM THE WEST RAIL OF THE RAIL ROAD
 ED2385'TRACKS AND
 ED2385'1.10 METERS (3.6 FT) NORTHEAST FROM THE MOST EASTERLY OF TWO
 ED2385'POWERLINE POLES.
 ED2385'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2385'STAMPED---HORZ 4 022 1981---,
 ED2385'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2385'
 ED2385'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2385'STAMPED---AZ MK 4 022 1981---,
 ED2385'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2385'FLUSH WITH GROUND.  IT IS LOCATED
 ED2385'29.11 METERS (95.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 ED2385'TEXACO GAS STATION,
 ED2385'15.21 METERS (49.9 FT) WEST FROM THE APPROXIMATE CENTER OF
 ED2385'HIGHWAY 81,
 ED2385'1.19 METERS (3.9 FT) EAST FROM A METAL WITNESS POST AND
 ED2385'0.98 METER (3.2 FT) SOUTH FROM A TEXACO GAS SIGN POST.
 ED2385'
 ED2385'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON THE
 ED2385'DRIVEWAY FOR 0.1 KM (0.05 MI) TO STATE HIGHWAY 81, TURN LEFT AND
 ED2385'GO NORTH ON HIGHWAY 81 FOR 0.55 KM (0.35 MI) TO A TEXACO SERVICE
 ED2385'STATION AND THE AZIMUTH MARK ON THE LEFT, NEAR THE SOUTH EDGE OF
 ED2385'THE PARKING AREA.
 ED2385'
 ED2385'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2385'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2385
 ED2385                          STATION RECOVERY (1981)
 ED2385
 ED2385'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2385'RECOVERED IN GOOD CONDITION.
 ED2385
 ED2385                          STATION RECOVERY (1992)
 ED2385
 ED2385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2385'STATION IS LOCATED AT THE SOUTH EDGE OF ANDERSON. OWNERSHIP--CLARK
 ED2385'SCHWEBEL FIBERGLASS CORPORATION, 2200 SOUTH MURRAY AVENUE, ANDERSON,
 ED2385'SC 29624, PHONE 803-224-3506.
 ED2385'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81, 28 BYPASS
 ED2385'AND U.S. HIGHWAY 29 BYPASS AT THE SOUTH EDGE OF ANDERSON, GO NORTH
 ED2385'NORTHEAST ON HIGHWAY 81 FOR 0.25 MILE (0.40 KM) TO AN ENTRANCE DRIVE
 ED2385'LEFT FOR THE CLARK-SCHWEBEL FIBER GLASS CORPORATION, TURN LEFT ON THE
 ED2385'ENTRANCE DRIVE FOR 0.05 MILE (0.08 KM) TO A PARKING AREA AND THE
 ED2385'STATION NEAR TWIN POWER POLES AT THE NORTHEAST EDGE OF THE PARKING
 ED2385'AREA.
 ED2385'STATION IS A CONCRETE POST RECESSED 1 INCH AND LEVEL WITH THE HIGHWAY,
 ED2385'65.0 FEET (19.8 M) WEST OF THE WEST RAIL OF A SET RAILROAD TRACKS,
 ED2385'3.8 FEET (1.2 M) EAST OF THE EAST POWER POLE WITH A SCGS REFERENCE
 ED2385'WASHER ATTACHED, 23.3 FEET (7.1 M) NORTHEAST OF THE NORTHEAST EDGE OF
 ED2385'THE PARKING LOT, 3.6 FEET (1.1 M) EAST OF A WITNESS POST.
 ED2385'NOTE-STATION INTERVISIBLE WITH SURVEY STATION 4 022 AZ MK.
 ED2385
 ED2385                          STATION RECOVERY (1995)
 ED2385
 ED2385'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED2385'RECOVERED AS DESCRIBED.
 ED2385
 ED2385                          STATION RECOVERY (1995)
 ED2385
 ED2385'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED2385'RECOVERED AS DESCRIBED.
 ED2385
 ED2385                          STATION RECOVERY (1996)
 ED2385
 ED2385'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED2385'RECOVERED AS DESCRIBED.
 ED2385
 ED2385                          STATION RECOVERY (2001)
 ED2385
 ED2385'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2385'STATION IS LOCATED 1.65 MILES (2.66 KM) SOUTH OF ANDERSON.
 ED2385'OWNERSHIP--HEXCEL SCHWEBEL CORPORATION, 2200 SOUTH MURRAY AVENUE,
 ED2385'ANDERSON, SC 29624, PHONE 864-224-3506.  TO REACH THE STATION FROM THE
 ED2385'JUNCTION OF STATE HIGHWAYS 81, 28 BY-PASS AND U.S.  HIGHWAY 29
 ED2385'BY-PASS, 2.0 MILES (3.2 KM) SOUTH OF ANDERSON, GO NORTH NORTHEAST ON
 ED2385'HIGHWAY 81 FOR 0.25 MILE (0.40 KM) TO AN ENTRANCE FOR THE HEXCEL
 ED2385'SCHWEBEL CORPORATION ON THE LEFT, TURN LEFT ON THE ENTRANCE FOR 0.05
 ED2385'MILE (0.08 KM) TO A PARKING AREA AND THE STATION NEAR TWIN POWER POLE.
 ED2385'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2385'PARKING LOT, 3.8 FEET (1.2 M) EAST OF THE EASTERN-MOST OF THE TWIN
 ED2385'POWER POLES, 64.8 FEET (19.8 M) WEST OF THE WEST RAIL OF A SET OF
 ED2385'RAILROAD TRACKS, 15.0 FEET (4.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 ED2385'THE PARKING LOT PAVEMENT, 23.7 FEET (7.2 M) NORTHEAST OF THE NORTHEAST
 ED2385'EDGE OF THE PARKING LOT PAVEMENT, 3.8 FEET (1.2 M) EAST OF A WITNESS
 ED2385'POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 022 AZ MK.
 ED2385'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2384 ***********************************************************************
 ED2384  DESIGNATION -  4 022 AZ MK
 ED2384  PID         -  ED2384
 ED2384  STATE/COUNTY-  SC/ANDERSON
 ED2384  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED2384
 ED2384                         *CURRENT SURVEY CONTROL
 ED2384  ___________________________________________________________________
 ED2384* NAD 83(2001)-  34 29 01.39090(N)    082 39 09.11903(W)     ADJUSTED  
 ED2384* NAVD 88     -       241.7    (meters)     793.     (feet)  VERTCON   
 ED2384  ___________________________________________________________________
 ED2384  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 ED2384  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 ED2384
 ED2384  HORZ ORDER  -  SECOND
 ED2384
 ED2384.The horizontal coordinates were established by classical geodetic methods
 ED2384.and adjusted by the National Geodetic Survey in March 2004..
 ED2384
 ED2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2384
 ED2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2384
 ED2384.The geoid height was determined by GEOID03.
 ED2384
 ED2384;                    North         East     Units Scale Factor Converg.
 ED2384;SPC SC       -   295,137.716   457,824.378   MT  0.99989451   -0 54 58.2
 ED2384;SPC SC       -   968,299.59  1,502,048.48   iFT  0.99989451   -0 54 58.2
 ED2384;UTM  17      - 3,817,031.148   348,255.002   MT  0.99988383   -0 56 08.9
 ED2384
 ED2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2384!SPC SC       -   0.99996683  x   0.99989451  =   0.99986135
 ED2384!UTM  17      -   0.99996683  x   0.99988383  =   0.99985067
 ED2384
 ED2384                          SUPERSEDED SURVEY CONTROL
 ED2384
 ED2384  NAD 83(1986)-  34 29 01.39938(N)    082 39 09.11700(W) AD(       ) 2
 ED2384  NAD 83(1986)-  34 29 01.39593(N)    082 39 09.11993(W) AD(       ) 2
 ED2384  NAD 27      -  34 29 01.02754(N)    082 39 09.64741(W) AD(       ) 2
 ED2384  NGVD 29 (07/19/86)  241.8    (m)          793.     (f) VERT ANG       
 ED2384
 ED2384.Superseded values are not recommended for survey control.
 ED2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2384.See file dsdata.txt to determine how the superseded data were derived.
 ED2384
 ED2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4825517031(NAD 83)
 ED2384_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2384_SP_SET: CONCRETE POST
 ED2384_STAMPING: AZ MK 4 022 1981
 ED2384_MARK LOGO: SCGS  
 ED2384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2384+STABILITY: SURFACE MOTION
 ED2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2384+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 ED2384
 ED2384  HISTORY     - Date     Condition        Report By
 ED2384  HISTORY     - 1981     MONUMENTED       SCGS
 ED2384  HISTORY     - 1981     GOOD             SCGS
 ED2384  HISTORY     - 19920226 GOOD             SCGS
 ED2384
 ED2384                          STATION DESCRIPTION
 ED2384
 ED2384'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (SCM)
 ED2384'THE STATION IS LOCATED ON THE SOUTH SIDE OF ANDERSON ON THE WEST
 ED2384'SIDE OF STATE HIGHWAY 81, IN THE SOUTH END OF A PARKING AREA FOR
 ED2384'A TEXACO SERVICE STATION.
 ED2384'OWNERSHIP--GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO BOX 191,
 ED2384'COLUMBIA SC 29202,  PHONE 803-7598-3414.
 ED2384'
 ED2384'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 BYPASS
 ED2384'STATE HIGHWAYS 81 AND 28 BYPASS ON THE SOUTH EDGE  OF ANDERSON.
 ED2384'GO NORTH ON STATE HIGHWAY 81 FOR 0.4 KM (0.25 MI) TO THE
 ED2384'ENTRANCE OF THE CLARK-SCHWEBEL FIBERGLASS CORPORATION ON THE LEFT.
 ED2384'CONTINUE NORTH ON HIGHWAY 81 FOR 0.55 KM (0.35 MI) TO A TEXACO
 ED2384'SERVICE STATION AND THE STATION ON THE LEFT.
 ED2384'
 ED2384'THE STATION IS A STANDARD SCGS DISK
 ED2384'STAMPED---AZ MK 4 022 1981---,
 ED2384'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2384'FLUSH WITH GROUND.  IT IS LOCATED
 ED2384'29.11 METERS (95.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 ED2384'TEXACO STATION,
 ED2384'15.21 METERS (49.9 FT) WEST FROM THE APPROXIMATE CENTER OF
 ED2384'HIGHWAY 81,
 ED2384'1.19 METERS (3.9 FT) EAST FROM A METAL WITNESS POST AND
 ED2384'0.98 METER (3.2 FT) SOUTH FROM A TEXACO SIGN POST.
 ED2384'
 ED2384'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2384'NO REFERENCE WERE MARKS ESTABLISHED AT THIS TIME.
 ED2384
 ED2384                          STATION RECOVERY (1981)
 ED2384
 ED2384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2384'RECOVERED IN GOOD CONDITION.
 ED2384
 ED2384                          STATION RECOVERY (1992)
 ED2384
 ED2384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2384'STATION IS LOCATED AT THE SOUTH EDGE ANDERSON. OWNERSHIP--SCDHPT,
 ED2384'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2384'803-737-1350.
 ED2384'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81, 28 BYPASS
 ED2384'AND U.S. HIGHWAY 29 BYPASS AT THE SOUTH EDGE OF ANDERSON, GO NORTH
 ED2384'NORTHEAST ON HIGHWAY 81 FOR 0.6 MILE TO THE STATION ON THE LEFT NEAR
 ED2384'THE SOUTH EDGE OF A PARKING LOT FOR LATHAMS GARAGE.
 ED2384'STATION IS A CONCRETE POST RECESSED 1 INCH AND 0.5 FOOT ABOVE THE
 ED2384'HIGHWAY, 29.8 FT WEST NORTHWEST OF THE CENTER OF THE SOUTHBOUND
 ED2384'LANES OF THE HIGHWAY, 2.5 FT SOUTHWEST OF THE SOUTHEAST CORNER OF A
 ED2384'CONCRETE SIGN BASE WITH FOUR LARGE BOLTS, 95.9 FT SOUTH SOUTHWEST OF
 ED2384'THE SOUTHEAST CORNER OF LATHAMS GARAGE, 58.3 FT NORTHEAST OF THE
 ED2384'SUPPORT COLUMN FOR A LARGE BILLBOARD SIGN.
 ED2384'NOTE-STATION INTERVISIBLE WITH SURVEY STATION 4 022.
 ED2384'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2336 ***********************************************************************
 ED2336  DESIGNATION -  4 023
 ED2336  PID         -  ED2336
 ED2336  STATE/COUNTY-  SC/ANDERSON
 ED2336  USGS QUAD   -  HONEA PATH (1970)
 ED2336
 ED2336                         *CURRENT SURVEY CONTROL
 ED2336  ___________________________________________________________________
 ED2336* NAD 83(2001)-  34 26 47.91576(N)    082 25 01.69938(W)     ADJUSTED  
 ED2336* NAVD 88     -       240.1    (meters)     788.     (feet)  GPS OBS   
 ED2336  ___________________________________________________________________
 ED2336  X           -     694,843.562 (meters)                     COMP
 ED2336  Y           -  -5,219,519.514 (meters)                     COMP
 ED2336  Z           -   3,587,531.131 (meters)                     COMP
 ED2336  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 ED2336  ELLIP HEIGHT-         209.82  (meters)          (03/13/03) GPS OBS
 ED2336  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 ED2336
 ED2336  HORZ ORDER  -  FIRST
 ED2336  ELLP ORDER  -  FOURTH    CLASS II
 ED2336
 ED2336.The horizontal coordinates were established by GPS observations
 ED2336.and adjusted by the National Geodetic Survey in March 2003..
 ED2336
 ED2336.The orthometric height was determined by GPS observations and a
 ED2336.high-resolution geoid model.
 ED2336
 ED2336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2336
 ED2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2336
 ED2336.The ellipsoidal height was determined by GPS observations
 ED2336.and is referenced to NAD 83.
 ED2336
 ED2336.The geoid height was determined by GEOID03.
 ED2336
 ED2336;                    North         East     Units Scale Factor Converg.
 ED2336;SPC SC       -   290,704.558   479,386.132   MT  0.99988552   -0 47 08.4
 ED2336;SPC SC       -   953,755.11  1,572,789.15   iFT  0.99988552   -0 47 08.4
 ED2336;UTM  17      - 3,812,591.484   369,814.415   MT  0.99980891   -0 48 06.1
 ED2336
 ED2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2336!SPC SC       -   0.99996706  x   0.99988552  =   0.99985259
 ED2336!UTM  17      -   0.99996706  x   0.99980891  =   0.99977598
 ED2336
 ED2336:                Primary Azimuth Mark                     Grid Az
 ED2336:SPC SC       -  4 023 AZ MK                              271 17 29.0
 ED2336:UTM  17      -  4 023 AZ MK                              271 18 26.7
 ED2336
 ED2336|---------------------------------------------------------------------|
 ED2336| PID    Reference Object                     Distance      Geod. Az  |
 ED2336|                                                           dddmmss.s |
 ED2336| ED2337 4 023 AZ MK                         APPROX. 0.5 KM 2703020.6 |
 ED2336|---------------------------------------------------------------------|
 ED2336
 ED2336                          SUPERSEDED SURVEY CONTROL
 ED2336
 ED2336  NAD 83(1995)-  34 26 47.91580(N)    082 25 01.69958(W) AD(       ) 1
 ED2336  ELLIP H (12/20/99)  209.84   (m)                       GP(       ) 4 1
 ED2336  NAD 83(1986)-  34 26 47.92652(N)    082 25 01.69916(W) AD(       ) 1
 ED2336  NAD 83(1986)-  34 26 47.92652(N)    082 25 01.69916(W) AD(       ) 2
 ED2336  NAD 27      -  34 26 47.53335(N)    082 25 02.24379(W) AD(       ) 2
 ED2336  NGVD 29 (07/19/86)  241.0    (m)          791.     (f) VERT ANG       
 ED2336
 ED2336.Superseded values are not recommended for survey control.
 ED2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2336.See file dsdata.txt to determine how the superseded data were derived.
 ED2336
 ED2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6981412591(NAD 83)
 ED2336_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2336_SP_SET: CONCRETE POST
 ED2336_STAMPING: HORZ 4 023 1981
 ED2336_MARK LOGO: SCGS  
 ED2336_PROJECTION: FLUSH
 ED2336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2336+STABILITY: SURFACE MOTION
 ED2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2336+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1997
 ED2336
 ED2336  HISTORY     - Date     Condition        Report By
 ED2336  HISTORY     - 1981     MONUMENTED       SCGS
 ED2336  HISTORY     - 1981     GOOD             SCGS
 ED2336  HISTORY     - 19921101 GOOD             NGS
 ED2336  HISTORY     - 19930712 GOOD             SCDOT
 ED2336  HISTORY     - 19970603 GOOD             SCGS
 ED2336
 ED2336                          STATION DESCRIPTION
 ED2336
 ED2336'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2336'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) NORTHEAST OF
 ED2336'ANTREVILLE, 11.3 KM (7.0 MI) SOUTHEAST OF BELTON AND 2.4 KM
 ED2336'(1.5 MI) WEST OF HONEA PATH, ON THE NORTH SIDE OF LEE STREET AND
 ED2336'ON THE ROAD RIGHT-OF-WAY.
 ED2336'OWNERSHIP--MR GEORGE WEATHERS, PRE-COMMNSTRUCTION ENGINEER,
 ED2336'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2336'
 ED2336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 178 , 76,
 ED2336'AND STATE HIGHWAY 252 IN THE CENTER OF HONEA PATH.  GO WEST ON
 ED2336'STATE HIGHWAY 252 FOR 2.1 KM (1.3 MI) TO A ROAD RIGHT (BAGWELL
 ED2336'STREET), TURN RIGHT AND GO 0.3 KM (0.2 MI) TO THE JUNCTION WITH
 ED2336'LEE STREET, TURN LEFT AND GO WEST ON LEE STREET FOR 0.2 KM
 ED2336'(0.1 MI) TO THE STATION ON THE RIGHT.
 ED2336'
 ED2336'THE STATION IS A STANDARD SCGS DISK
 ED2336'STAMPED---HORZ 4 023 1981---,
 ED2336'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2336'FLUSH WITH GROUND.  IT IS LOCATED
 ED2336'67.21 METERS (220.5 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 ED2336'RED BRICK HOUSE,
 ED2336'51.5 METERS (169.0 FT) EAST FROM A DRIVEWAY LEADING TO A RED
 ED2336'BRICK HOUSE,
 ED2336'9.05 METERS (29.7 FT) NORTH FROM THE APPROXIMATE CENTER OF LEE ST.
 ED2336'1.28 METERS (4.2 FT) NORTHEAST FROM A POWER POLE.
 ED2336'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2336'STAMPED---HORZ 4 023 1981---,
 ED2336'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2336'
 ED2336'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2336'STAMPED---AZ MK 4 023 1981---,
 ED2336'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2336'FLUSH WITH GROUND.  IT IS LOCATED
 ED2336'17.35 METERS (57.0 FT) EAST FROM THE APPROXIMATE CENTER OF
 ED2336'ARMSTRONG ROAD,
 ED2336'8.34 METERS (27.4 FT) SOUTH FROM THE APPROXIMATE CENTER OF LEE STREET,
 ED2336'2.45 METERS (8.0 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND
 ED2336'1.1 METERS (3.6 FT) SOUTHEAST FROM A FIRE HYDRANT.
 ED2336'
 ED2336'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ON LEE STREET
 ED2336'FOR 0.6 KM (0.35 MI) TO THE AZIMUTH MARK ON THE LEFT AND JUNCTION
 ED2336'OF ARMSTRONG STREET.
 ED2336'
 ED2336'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2336'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2336
 ED2336                          STATION RECOVERY (1981)
 ED2336
 ED2336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2336'RECOVERED IN GOOD CONDITION.
 ED2336
 ED2336                          STATION RECOVERY (1992)
 ED2336
 ED2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2336'STATION IS LOCATED 1.4 MILES (2.3 KM) WEST OF HONEA PATH.
 ED2336'OWNERSHIP--SCDHPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 ED2336'SC 29202, PHONE 803-737-1350.
 ED2336'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAYS 76, 178,
 ED2336'STATE HIGHWAY 252 (WEST GREER STREET) AND STATE ROAD 1035 IN HONEA
 ED2336'PATH, GO WEST ON HIGHWAY 252 FOR 1.3 MILES (2.1 KM) TO A ROAD RIGHT
 ED2336'(BAGWELL DRIVE), TURN RIGHT ON BAGWELL DRIVE FOR 0.15 MILE (0.24 KM)
 ED2336'TO THE JUNCTION OF STATE ROAD 322 (LEE STREET), TURN LEFT ON ROAD 322
 ED2336'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 ED2336'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2336'ROAD, 29.0 FEET (8.8 M) NORTH OF THE CENTER OF THE ROAD, 4.1 FEET
 ED2336'(1.2 M) NORTH NORTHEAST OF THE POWER POLE WITH A SCGS REFERENCE
 ED2336'WASHER ATTACHED, 26.8 FEET (8.2 M) WEST SOUTHWEST OF A 0.8-FOOT
 ED2336'DOUBLE-TRUNKED CEDAR TREE (SOUTH MOST IN A ROW), 169.9 FEET (51.8 M)
 ED2336'EAST OF THE CENTER OF A DRIVEWAY LEADING TO A BRICK HOUSE, 4.7 FEET
 ED2336'(1.4 M) NORTH NORTHEAST OF A WITNESS POST.
 ED2336'NOTE-STATION WOULD NEED SMALL CLEARING TO BE INTERVISIBLE WITH SURVEY
 ED2336'STATION 4 023 AZ MK.
 ED2336
 ED2336                          STATION RECOVERY (1993)
 ED2336
 ED2336'RECOVERY NOTE BY SC DEPT OF TRANSP 1993 (DGB)
 ED2336'RECOVERED AS DESCRIBED.
 ED2336
 ED2336                          STATION RECOVERY (1997)
 ED2336
 ED2336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED2336'STATION IS LOCATED 1.4 MILES (2.3 KM) WEST OF HONEA PATH.
 ED2336'OWNERSHIP--SCDOT, PRECONSTRUCTION ENGINEER, P.O.  BOX 191, COLUMBIA,
 ED2336'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE WEST
 ED2336'JUNCTION OF U.S.  HIGHWAYS 76, 178, STATE HIGHWAY 252 (WEST GREER
 ED2336'STREET) AND STATE ROAD 1035 IN HONEA PATH, GO WEST ON HIGHWAY 252 FOR
 ED2336'1.3 MILES (2.1 KM) TO A ROAD RIGHT (BAGWELL DRIVE) , TURN RIGHT ON
 ED2336'BAGWELL DRIVE FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD
 ED2336'322 (LEE STREET) , TURN LEFT ON ROAD 322 FOR 0.1 MILE (0.2 KM) TO THE
 ED2336'STATION ON THE RIGHT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 ED2336'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 28.2 FEET (8.6 M) NORTH
 ED2336'OF THE CENTER OF THE ROAD, 4.1 FEET (1.2 M) NORTH NORTHEAST OF THE
 ED2336'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 26.8 FEET (8.2 M)
 ED2336'WEST SOUTHWEST OF A 0.8-FOOT DOUBLE-TRUNKED CEDAR TREE (SOUTH MOST IN
 ED2336'A ROW) , 169.9 FEET (51.8 M) EAST OF THE CENTER OF A DRIVEWAY LEADING
 ED2336'TO A BRICK HOUSE, 4.7 FEET (1.4 M) NORTH NORTHEAST OF A WITNESS POST.
 ED2336'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 023 AZ MK.
 ED2336'RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2337 ***********************************************************************
 ED2337  DESIGNATION -  4 023 AZ MK
 ED2337  PID         -  ED2337
 ED2337  STATE/COUNTY-  SC/ANDERSON
 ED2337  USGS QUAD   -  HONEA PATH (1970)
 ED2337
 ED2337                         *CURRENT SURVEY CONTROL
 ED2337  ___________________________________________________________________
 ED2337* NAD 83(2001)-  34 26 48.06357(N)    082 25 21.97739(W)     ADJUSTED  
 ED2337* NAVD 88     -       231.7    (meters)     760.     (feet)  VERTCON   
 ED2337  ___________________________________________________________________
 ED2337  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 ED2337  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 ED2337
 ED2337  HORZ ORDER  -  SECOND
 ED2337
 ED2337.The horizontal coordinates were established by classical geodetic methods
 ED2337.and adjusted by the National Geodetic Survey in March 2004..
 ED2337
 ED2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2337
 ED2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2337
 ED2337.The geoid height was determined by GEOID03.
 ED2337
 ED2337;                    North         East     Units Scale Factor Converg.
 ED2337;SPC SC       -   290,716.222   478,868.659   MT  0.99988553   -0 47 19.6
 ED2337;SPC SC       -   953,793.38  1,571,091.40   iFT  0.99988553   -0 47 19.6
 ED2337;UTM  17      - 3,812,603.293   369,296.985   MT  0.99981057   -0 48 17.6
 ED2337
 ED2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2337!SPC SC       -   0.99996838  x   0.99988553  =   0.99985392
 ED2337!UTM  17      -   0.99996838  x   0.99981057  =   0.99977896
 ED2337
 ED2337                          SUPERSEDED SURVEY CONTROL
 ED2337
 ED2337  NAD 83(1986)-  34 26 48.07418(N)    082 25 21.97665(W) AD(       ) 2
 ED2337  NAD 27      -  34 26 47.68119(N)    082 25 22.52069(W) AD(       ) 2
 ED2337  NGVD 29 (07/19/86)  231.8    (m)          760.     (f) VERT ANG       
 ED2337
 ED2337.Superseded values are not recommended for survey control.
 ED2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2337.See file dsdata.txt to determine how the superseded data were derived.
 ED2337
 ED2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6929712603(NAD 83)
 ED2337_MARKER: DD = SURVEY DISK
 ED2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2337_SP_SET: CONCRETE POST
 ED2337_STAMPING: AZ MK 4 023 1981
 ED2337_MARK LOGO: SCGS  
 ED2337_PROJECTION: FLUSH
 ED2337_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2337+STABILITY: SURFACE MOTION
 ED2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2337+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1997
 ED2337
 ED2337  HISTORY     - Date     Condition        Report By
 ED2337  HISTORY     - 1981     MONUMENTED       SCGS
 ED2337  HISTORY     - 1981     GOOD             SCGS
 ED2337  HISTORY     - 19920225 GOOD             SCGS
 ED2337  HISTORY     - 19970603 GOOD             SCGS
 ED2337
 ED2337                          STATION DESCRIPTION
 ED2337
 ED2337'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2337'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) NORTHEAST OF
 ED2337'ANTREVILLE, 11.3 KM (7.0 MI) SOUTHEAST OF BELTON AND 2.4 KM
 ED2337'(1.5 MI) WEST OF HONEA PATH, ON THE ROAD RIGHT-OF-WAY.
 ED2337'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2337'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2337'
 ED2337'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 178,
 ED2337'76 AND STATE HIGHWAY 252 IN THE CENTER OF HONEA PATH.  GO WEST ON
 ED2337'STATE HIGHWAY 252 FOR 2.1 KM (1.3 MI) TO A ROAD RIGHT (BAGWELL
 ED2337'STREET), TURN RIGHT AND GO 0.3 KM (0.2 MI) TO THE JUNCTION WITH
 ED2337'LEE STREET, TURN LEFT AND GO WEST ON LEE STREET FOR
 ED2337'0.2 KM (0.1 MI) TO STATION 4 023 SCGS ON THE RIGHT, CONTINUE
 ED2337'WEST ON LEE STREET FOR 0.6 KM (0.35 MI) TO THE STATION ON
 ED2337'THE LEFT AND JUNCTION OF ARMSTRONG STREET.
 ED2337'
 ED2337'THE STATION IS A STANDARD SCGS DISK
 ED2337'STAMPED---AZ MK 4 023 1981---,
 ED2337'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2337'FLUSH WITH GROUND.  IT IS LOCATED
 ED2337'17.35 METERS (57.0 FT) EAST FROM THE APPPROXIMATE CENTER OF
 ED2337'ARMSTRIONG STREET,
 ED2337'8.34 METERS (27.4 FT) SOUTH FROM THE APPROXIMATE CENTER OF LEE STREET,
 ED2337'2.45 METERS (8.0 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND
 ED2337'1.10 METERS (3.6 FT) SOUTHEAST FROM A FIRE HYDRANT.
 ED2337'
 ED2337'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2337'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2337
 ED2337                          STATION RECOVERY (1981)
 ED2337
 ED2337'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2337'RECOVERED IN GOOD CONDITION.
 ED2337
 ED2337                          STATION RECOVERY (1992)
 ED2337
 ED2337'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2337'STATION IS LOCATED 1.7 MILES WEST OF HONEA PATH. OWNERSHIP--SCDHPT,
 ED2337'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2337'803-737-1350.
 ED2337'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAYS 76, 178
 ED2337'(NORTH MAIN STREET) AND STATE HIGHWAY 252 (WEST GREER STREET) IN
 ED2337'HONEA PATH, GO WEST ON HIGHWAY 252 FOR 1.3 MILES TO A ROAD RIGHT
 ED2337'(BAGWELL DRIVE), TURN RIGHT ON BAGWELL DRIVE FOR 0.15 MILE TO THE
 ED2337'JUNCTION OF STATE ROAD 322 (LEE STREET), TURN LEFT ON ROAD 322 FOR
 ED2337'0.45 MILE TO THE JUNCTION OF STATE ROAD 604 AND THE STATION NEAR A
 ED2337'FIRE HYDRANT IN THE EAST ANGLE.
 ED2337'STATION IS A CONCRETE POST RECESSED 2 INCHES AND LEVEL WITH ROAD 322,
 ED2337'26.8 FT SOUTH OF THE CENTER OF LEE STREET, 44.4 FT NORTHEAST OF THE
 ED2337'CENTER OF ROAD 604, 2.3 FT SOUTHEAST OF THE FIRE HYDRANT NUMBER 97,
 ED2337'8.1 FT WEST NORTHWEST OF A WITNESS POST.
 ED2337'NOTE-SMALL CLEARING WOULD MAKE STATION GPS-ABLE, STATION IS
 ED2337'INTERVISIBLE WITH SURVEY STATION 4 023.
 ED2337'RECOVERED BY R.W. ROBERTS.
 ED2337
 ED2337                          STATION RECOVERY (1997)
 ED2337
 ED2337'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED2337'STATION IS LOCATED 1.7 MILES (2.7 KM) WEST OF HONEA PATH.
 ED2337'OWNERSHIP--SCDOT, PRECONSTRUCTION ENGINEER, P.O.  BOX 191, COLUMBIA,
 ED2337'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE WEST
 ED2337'JUNCTION OF U.S.  HIGHWAYS 76, 178 (NORTH MAIN STREET) , STATE HIGHWAY
 ED2337'252 (WEST GREER STREET) AND STATE ROAD 1035 IN HONEA PATH, GO WEST ON
 ED2337'HIGHWAY 252 FOR 1.3 MILES (2.1 KM) TO A ROAD RIGHT (BAGWELL DRIVE) ,
 ED2337'TURN RIGHT ON BAGWELL DRIVE FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF
 ED2337'STATE ROAD 322 (LEE STREET) , TURN LEFT ON ROAD 322 FOR 0.45 MILE
 ED2337'(0.72 KM) TO THE JUNCTION OF STATE ROAD 604 AND THE STATION NEAR A
 ED2337'FIRE HYDRANT IN THE EAST ANGLE.  STATION IS A CONCRETE POST RECESSED
 ED2337'0.2 FOOT (6.1 CM) AND LEVEL WITH ROAD 322, 26.8 FEET (8.2 M) SOUTH OF
 ED2337'THE CENTER OF LEE STREET, 44.4 FT (13.5 M) NORTHEAST OF THE CENTER OF
 ED2337'ROAD 604, 3.8 FEET (1.2 M) SOUTHEAST OF THE FIRE HYDRANT NUMBER 97,
 ED2337'8.1 FEET (2.5 M) WEST NORTHWEST OF A WITNESS POST. NOTE-STATION IS NOT
 ED2337'INTERVISIBLE WITH SURVEY STATION 4 023. RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2339 ***********************************************************************
 ED2339  DESIGNATION -  4 024
 ED2339  PID         -  ED2339
 ED2339  STATE/COUNTY-  SC/ANDERSON
 ED2339  USGS QUAD   -  HONEA PATH (1970)
 ED2339
 ED2339                         *CURRENT SURVEY CONTROL
 ED2339  ___________________________________________________________________
 ED2339* NAD 83(2001)-  34 28 34.35707(N)    082 26 47.09508(W)     ADJUSTED  
 ED2339* NAVD 88     -       258.0    (meters)     846.     (feet)  GPS OBS   
 ED2339  ___________________________________________________________________
 ED2339  X           -     691,934.393 (meters)                     COMP
 ED2339  Y           -  -5,218,048.554 (meters)                     COMP
 ED2339  Z           -   3,590,245.603 (meters)                     COMP
 ED2339  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ED2339  ELLIP HEIGHT-         227.64  (meters)          (03/13/03) GPS OBS
 ED2339  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 ED2339
 ED2339  HORZ ORDER  -  FIRST
 ED2339  ELLP ORDER  -  FOURTH    CLASS II
 ED2339
 ED2339.The horizontal coordinates were established by GPS observations
 ED2339.and adjusted by the National Geodetic Survey in March 2003..
 ED2339
 ED2339.The orthometric height was determined by GPS observations and a
 ED2339.high-resolution geoid model.
 ED2339
 ED2339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2339
 ED2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2339
 ED2339.The ellipsoidal height was determined by GPS observations
 ED2339.and is referenced to NAD 83.
 ED2339
 ED2339.The geoid height was determined by GEOID03.
 ED2339
 ED2339;                    North         East     Units Scale Factor Converg.
 ED2339;SPC SC       -   294,021.034   476,742.123   MT  0.99989266   -0 48 06.8
 ED2339;SPC SC       -   964,635.94  1,564,114.58   iFT  0.99989266   -0 48 06.8
 ED2339;UTM  17      - 3,815,908.470   367,171.563   MT  0.99981747   -0 49 08.0
 ED2339
 ED2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2339!SPC SC       -   0.99996427  x   0.99989266  =   0.99985693
 ED2339!UTM  17      -   0.99996427  x   0.99981747  =   0.99978174
 ED2339
 ED2339:                Primary Azimuth Mark                     Grid Az
 ED2339:SPC SC       -  4 024 AZ MK                              107 10 14.7
 ED2339:UTM  17      -  4 024 AZ MK                              107 11 15.9
 ED2339
 ED2339|---------------------------------------------------------------------|
 ED2339| PID    Reference Object                     Distance      Geod. Az  |
 ED2339|                                                           dddmmss.s |
 ED2339| ED2338 4 024 AZ MK                         APPROX. 1.1 KM 1062207.9 |
 ED2339| AI2656 5315G                               391.338 METERS 15200     |
 ED2339| ED2340 C 33 RESET                           40.102 METERS 32220     |
 ED2339|---------------------------------------------------------------------|
 ED2339
 ED2339                          SUPERSEDED SURVEY CONTROL
 ED2339
 ED2339  NAD 83(1995)-  34 28 34.35710(N)    082 26 47.09514(W) AD(       ) 1
 ED2339  ELLIP H (12/20/99)  227.65   (m)                       GP(       ) 4 1
 ED2339  NAD 83(1986)-  34 28 34.36743(N)    082 26 47.09453(W) AD(       ) 1
 ED2339  NAD 83(1986)-  34 28 34.36706(N)    082 26 47.09533(W) AD(       ) 1
 ED2339  NAD 83(1986)-  34 28 34.36706(N)    082 26 47.09533(W) AD(       ) 2
 ED2339  NAD 27      -  34 28 33.97723(N)    082 26 47.63565(W) AD(       ) 2
 ED2339  NGVD 29 (07/19/86)  258.7    (m)          849.     (f) VERT ANG       
 ED2339
 ED2339.Superseded values are not recommended for survey control.
 ED2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2339.See file dsdata.txt to determine how the superseded data were derived.
 ED2339
 ED2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6717215908(NAD 83)
 ED2339_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2339_SP_SET: CONCRETE POST
 ED2339_STAMPING: HORZ 4 024 1981
 ED2339_MARK LOGO: SCGS  
 ED2339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2339+STABILITY: SURFACE MOTION
 ED2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2339+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 ED2339
 ED2339  HISTORY     - Date     Condition        Report By
 ED2339  HISTORY     - 1981     MONUMENTED       SCGS
 ED2339  HISTORY     - 1981     GOOD             SCGS
 ED2339  HISTORY     - 19921101 GOOD             NGS
 ED2339  HISTORY     - 19930712 GOOD             SCDOT
 ED2339
 ED2339                          STATION DESCRIPTION
 ED2339
 ED2339'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2339'THE STATION IS LOCATED ABOUT 14.4 KM (9 MI) SOUTH OF
 ED2339'WILLIAMSTON,
 ED2339'6.4 KM (4 MI) SOUTHEAST OF BELTON, 5.6 KM (3.5 MI) NORTHWEST
 ED2339'OF HONEA PATH AND ON THE RIGHT-OF-WAY 0F U.S. HIGHWAYS 76
 ED2339'AND 178.
 ED2339'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2339'PO BOX 191, COLUMBIA SC 29202, PHONE NUMBER 803-758-3414.
 ED2339'
 ED2339'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 ED2339'76, 178 AND STATE HIGHWAY 20 IN THE CENTER OF BELTON.
 ED2339'GO SOUTHEAST ON HIGHWAYS 76
 ED2339'AND 178 FOR 3.1 KM (1.95 MI) TO A RAILROAD CROSSING.
 ED2339'CONTINUE AHEAD FOR 1.45 KM (0.95 MI) TO THE HIGH POINT
 ED2339'GROCERY AND SHELL STATION ON THE LEFT.  CONTINUE ON
 ED2339'76 AND 178 FOR 2.2 KM (1.35 MI) TO A OVERPASS FOR
 ED2339'RAILROAD TRACKS.  CONTINUE AHEAD FOR 0.1 KM (0.05 MI)
 ED2339'TO THE STATION ON THE RIGHT.
 ED2339'
 ED2339'THE STATION IS A STANDARD SCGS DISK
 ED2339'STAMPED---HORZ 4 024 1981---,
 ED2339'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2339'FLUSH WITH GROUND.  IT IS LOCATED
 ED2339'50.6 METERS (166 FT) SOUTHEAST FROM THE SOUTHEAST CEMENT GUARD
 ED2339'RAIL OF OVERPASS,
 ED2339'21 METERS (69 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2339'POCHENO ROAD,
 ED2339'6.0 METERS (19.6 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2339'OF U.S. HIGHWAYS 76 AND 178 AND
 ED2339'1.0 METER (3.3 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 ED2339'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2339'STAMPED---HORZ 4 024 1981---,
 ED2339'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2339'
 ED2339'BM C 33 USGS RESET IS A STANDARD USGS DISK
 ED2339'STAMPED---C 33 1934 RESET 1961---,
 ED2339'SET IN A DRILL HOLE IN THE ABUTMENT OF OVERPASS
 ED2339'IT IS LOCATED
 ED2339'5.50 METERS (18.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2339'U.S. HIGHWAYS 76 AND 178,
 ED2339'0.82 METER (2.7 FT) NORTH-NORTHEAST FROM A METAL GUARD RAIL, AND
 ED2339'0.5 METER (1.8 FT) EAST FROM THE NORTHEAST END OF OVERPASS.
 ED2339'
 ED2339'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2339'STAMPED---AZ MK 4 024 1981---,
 ED2339'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2339'FLUSH WITH GROUND.  IT IS LOCATED
 ED2339'13.0 METERS (42.6 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF U.S.
 ED2339'HIGHWAYS 76 AND 178,
 ED2339'9.44 METERS (31 FT) WEST-NORTHWEST FROM A POWER POLE WITH GUYED
 ED2339'WIRE AND
 ED2339'3.55 METERS (11.6 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 ED2339'
 ED2339'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ON
 ED2339'U.S. HIGHWAYS 76 AND 178 FOR 1.1 KM (0.65 MI) TO THE AZIMUTH MARK
 ED2339'ON RIGHT, AT THE JUNCTION OF COUNTY ROAD S-4-265.
 ED2339'
 ED2339'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2339'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2339
 ED2339                          STATION RECOVERY (1981)
 ED2339
 ED2339'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2339'RECOVERED IN GOOD CONDITION.
 ED2339
 ED2339                          STATION RECOVERY (1992)
 ED2339
 ED2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2339'STATION IS LOCATED 3.7 MILES (6.0 KM) NORTHWEST OF HONEA PATH, 4.2
 ED2339'MILES (6.8 KM) SOUTHEAST OF BELTON. OWNERSHIP--SCDHPT,
 ED2339'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2339'803-737-1350.
 ED2339'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAYS 76, 178
 ED2339'(NORTH MAIN STREET), STATE HIGHWAY 252 (WEST GREER STREET) AND STATE
 ED2339'ROAD 1035 IN HONEA PATH, GO NORTH NORTHWEST ON HIGHWAYS 76 AND 178
 ED2339'FOR 3.75 MILES (6.03 KM) TO THE STATION ON THE LEFT NEAR A METAL
 ED2339'GUARDRAIL, 0.05 MILE (0.08 KM) SOUTH SOUTHEAST OF THE SOUTHEAST END
 ED2339'OF AN OVERPASS BRIDGE FOR RAILROAD TRACKS.
 ED2339'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2339'HIGHWAY, 3.6 FEET (1.1 M) EAST NORTHEAST OF A GUARDRAIL POST WITH A
 ED2339'SCGS REFERENCE WASHER ATTACHED, 19.6 FEET (6.0 M) SOUTHWEST OF THE
 ED2339'CENTER OF THE HIGHWAY, 131.7 FEET (40.1 M) SOUTH SOUTHEAST OF A USGS
 ED2339'BENCH MARK C 33 RESET, 166.3 FEET (50.7 M) SOUTHEAST OF THE RAILING
 ED2339'AT THE SOUTH CORNER OF THE OVERPASS BRIDGE, 3.0 FEET (0.9 M) EAST
 ED2339'NORTHEAST OF A WITNESS POST.
 ED2339
 ED2339                          STATION RECOVERY (1993)
 ED2339
 ED2339'RECOVERY NOTE BY SC DEPT OF TRANSP 1993 (DGB)
 ED2339'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2338 ***********************************************************************
 ED2338  DESIGNATION -  4 024 AZ MK
 ED2338  PID         -  ED2338
 ED2338  STATE/COUNTY-  SC/ANDERSON
 ED2338  USGS QUAD   -  HONEA PATH (1970)
 ED2338
 ED2338                         *CURRENT SURVEY CONTROL
 ED2338  ___________________________________________________________________
 ED2338* NAD 83(2001)-  34 28 24.17465(N)    082 26 05.24391(W)     ADJUSTED  
 ED2338* NAVD 88     -       242.3    (meters)     795.     (feet)  VERTCON   
 ED2338  ___________________________________________________________________
 ED2338  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 ED2338  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 ED2338
 ED2338  HORZ ORDER  -  SECOND
 ED2338
 ED2338.The horizontal coordinates were established by classical geodetic methods
 ED2338.and adjusted by the National Geodetic Survey in March 2004..
 ED2338
 ED2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2338
 ED2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2338
 ED2338.The geoid height was determined by GEOID03.
 ED2338
 ED2338;                    North         East     Units Scale Factor Converg.
 ED2338;SPC SC       -   293,692.450   477,805.522   MT  0.99989196   -0 47 43.6
 ED2338;SPC SC       -   963,557.91  1,567,603.42   iFT  0.99989196   -0 47 43.6
 ED2338;UTM  17      - 3,815,579.598   368,234.784   MT  0.99981401   -0 48 44.1
 ED2338
 ED2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2338!SPC SC       -   0.99996673  x   0.99989196  =   0.99985870
 ED2338!UTM  17      -   0.99996673  x   0.99981401  =   0.99978075
 ED2338
 ED2338                          SUPERSEDED SURVEY CONTROL
 ED2338
 ED2338  NAD 83(1986)-  34 28 24.18490(N)    082 26 05.24443(W) AD(       ) 2
 ED2338  NAD 27      -  34 28 23.79451(N)    082 26 05.78608(W) AD(       ) 2
 ED2338  NGVD 29 (07/19/86)  242.4    (m)          795.     (f) VERT ANG       
 ED2338
 ED2338.Superseded values are not recommended for survey control.
 ED2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2338.See file dsdata.txt to determine how the superseded data were derived.
 ED2338
 ED2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6823515580(NAD 83)
 ED2338_MARKER: DZ = AZIMUTH MARK DISK
 ED2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2338_SP_SET: CONCRETE POST
 ED2338_STAMPING: AZ MK 4 024 1981
 ED2338_MARK LOGO: SCGS  
 ED2338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2338+STABILITY: SURFACE MOTION
 ED2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2338+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1992
 ED2338
 ED2338  HISTORY     - Date     Condition        Report By
 ED2338  HISTORY     - 1981     MONUMENTED       SCGS
 ED2338  HISTORY     - 1981     GOOD             SCGS
 ED2338  HISTORY     - 19920225 GOOD             SCGS
 ED2338
 ED2338                          STATION DESCRIPTION
 ED2338
 ED2338'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2338'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTH OF
 ED2338'WILLIMAMSTON, 6.4 KM (4.0 MI) SOUTHEAST OF BELTON, 5.6 KM (3.5 MI)
 ED2338'NORTHWEST OF HONEA PATH, ON THE ROAD RIGHT-OF-WAY, ALONG U.S
 ED2338'HIGHWAYS 76 AND 178.
 ED2338'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2338'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2338'
 ED2338'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 76 AND 178
 ED2338'AND STATE HIGHWAY 20, IN THE CENTER OF BELTON.  GO SOUTHEAST ON
 ED2338'76 AND 178 FOR 3.15 KM (1.95 MI) TO A RAILROAD CROSSING.  CONTINUE
 ED2338'AHEAD FOR 1.5 KM (0.95 MI) TO THE HIGHPOINT GROCERY AND SHELL
 ED2338'STATION ON THE LEFT.  CONTINUE ON 76 AND 178 FOR 2.15 KM (1.35 MI)
 ED2338'TO AN OVERPASS FOR RAILROAD TRACKS.  CONTINUE AHEAD FOR
 ED2338'0.1 KM (0.05 MI) TO STATION 4 024 SCGS ON THE RIGHT.  CONTINUE
 ED2338'ON HIGHWAYS 76 AND 178 FOR 1.1 KM (0.65 MI) TO THE
 ED2338'STATION RIGHT AT THE JUNCTION WITH COUNTY ROAD S-4-265.
 ED2338'
 ED2338'THE STATION IS A STANDARD SCGS DISK
 ED2338'STAMPED---AZ MK 4 024 1981---,
 ED2338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2338'FLUSH WITH GROUND.  IT IS LOCATED
 ED2338'13.0 METERS (42.6 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 ED2338'U.S HIGHWAYS 76 AND 178,
 ED2338'9.44 METERS (31.0 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 ED2338'OF S-4-265,
 ED2338'7.81 METERS (25.6 FT) NORTH FROM A POWER POLE WITH ONE GUY WIRE,
 ED2338'AND
 ED2338'3.55 METERS (11.6 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 ED2338'
 ED2338'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2338'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2338
 ED2338                          STATION RECOVERY (1981)
 ED2338
 ED2338'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2338'RECOVERED IN GOOD CONDITION.
 ED2338
 ED2338                          STATION RECOVERY (1992)
 ED2338
 ED2338'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2338'STATION IS LOCATED 3.05 MILES NORTHWEST OF HONEA PATH, 4.2 MILES
 ED2338'SOUTHEAST OF BELTON. OWNERSHIP--SCDHPT, PRECONSTRUCTION ENGINEER, P.O.
 ED2338'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2338'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAYS 76, 178
 ED2338'(NORTH MAIN STREET) AND STATE HIGHWAY 252 (WEST GREER STREET) IN
 ED2338'HONEA PATH, GO NORTH NORTHWEST ON HIGHWAYS 76 AND 178 FOR 3.05 MILES
 ED2338'TO THE JUNCTION OF STATE ROAD 265 (HAMBY ROAD) AND THE STATION NEAR A
 ED2338'POWER POLE IN THE SOUTHWEST ANGLE.
 ED2338'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET BELOW
 ED2338'THE HIGHWAY, 42.6 FT SOUTH OF THE CENTER OF THE HIGHWAY, 28.8 FT NORTH
 ED2338'OF THE POWER POLE WITH GUY WIRE AND A SCGS REFERENCE WASHER ATTACHED,
 ED2338'29.0 FT WEST NORTHEST OF THE CENTER OF THE ROAD, 21.1 FT SOUTHEAST
 ED2338'OF A TELEPHONE JUNCTION BOX, 11.6 FT NORTH NORTHEAST OF A WITNESS
 ED2338'POST.
 ED2338'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2342 ***********************************************************************
 ED2342  DESIGNATION -  4 025
 ED2342  PID         -  ED2342
 ED2342  STATE/COUNTY-  SC/ANDERSON
 ED2342  USGS QUAD   -  SAYLORS CROSSROADS (1979)
 ED2342
 ED2342                         *CURRENT SURVEY CONTROL
 ED2342  ___________________________________________________________________
 ED2342* NAD 83(2001)-  34 27 30.05890(N)    082 30 43.48059(W)     ADJUSTED  
 ED2342* NAVD 88     -       234.5    (meters)     769.     (feet)  GPS OBS   
 ED2342  ___________________________________________________________________
 ED2342  X           -     686,097.513 (meters)                     COMP
 ED2342  Y           -  -5,219,930.703 (meters)                     COMP
 ED2342  Z           -   3,588,598.807 (meters)                     COMP
 ED2342  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 ED2342  ELLIP HEIGHT-         204.20  (meters)          (12/20/99) GPS OBS
 ED2342  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 ED2342
 ED2342  HORZ ORDER  -  FIRST
 ED2342  ELLP ORDER  -  FOURTH    CLASS I
 ED2342
 ED2342.The horizontal coordinates were established by GPS observations
 ED2342.and adjusted by the National Geodetic Survey in March 2004..
 ED2342
 ED2342.The orthometric height was determined by GPS observations and a
 ED2342.high-resolution geoid model.
 ED2342
 ED2342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2342
 ED2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2342
 ED2342.The ellipsoidal height was determined by GPS observations
 ED2342.and is referenced to NAD 83.
 ED2342
 ED2342.The geoid height was determined by GEOID03.
 ED2342
 ED2342;                    North         East     Units Scale Factor Converg.
 ED2342;SPC SC       -   292,126.499   470,682.236   MT  0.99988831   -0 50 17.9
 ED2342;SPC SC       -   958,420.27  1,544,233.06   iFT  0.99988831   -0 50 17.9
 ED2342;UTM  17      - 3,814,015.873   361,111.489   MT  0.99983777   -0 51 20.5
 ED2342
 ED2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2342!SPC SC       -   0.99996795  x   0.99988831  =   0.99985626
 ED2342!UTM  17      -   0.99996795  x   0.99983777  =   0.99980572
 ED2342
 ED2342:                Primary Azimuth Mark                     Grid Az
 ED2342:SPC SC       -  4 025 AZ MK                              129 15 21.1
 ED2342:UTM  17      -  4 025 AZ MK                              129 16 23.7
 ED2342
 ED2342|---------------------------------------------------------------------|
 ED2342| PID    Reference Object                     Distance      Geod. Az  |
 ED2342|                                                           dddmmss.s |
 ED2342| ED2341 4 025 AZ MK                         454.213 METERS 1282503.2 |
 ED2342|---------------------------------------------------------------------|
 ED2342
 ED2342                          SUPERSEDED SURVEY CONTROL
 ED2342
 ED2342  NAD 83(1995)-  34 27 30.05913(N)    082 30 43.47892(W) AD(       ) 1
 ED2342  NAD 83(1986)-  34 27 30.06986(N)    082 30 43.47853(W) AD(       ) 1
 ED2342  NAD 83(1986)-  34 27 30.06752(N)    082 30 43.48087(W) AD(       ) 2
 ED2342  NAD 27      -  34 27 29.67812(N)    082 30 44.01513(W) AD(       ) 2
 ED2342  NGVD 29 (07/19/86)  235.2    (m)          772.     (f) VERT ANG       
 ED2342
 ED2342.Superseded values are not recommended for survey control.
 ED2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2342.See file dsdata.txt to determine how the superseded data were derived.
 ED2342
 ED2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6111114016(NAD 83)
 ED2342_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2342_SP_SET: CONCRETE POST
 ED2342_STAMPING: HORZ 4 025 1981
 ED2342_MARK LOGO: SCGS  
 ED2342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2342+STABILITY: SURFACE MOTION
 ED2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2342+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1992
 ED2342
 ED2342  HISTORY     - Date     Condition        Report By
 ED2342  HISTORY     - 1981     MONUMENTED       SCGS
 ED2342  HISTORY     - 1981     GOOD             SCGS
 ED2342  HISTORY     - 19921101 GOOD             NGS
 ED2342
 ED2342                          STATION DESCRIPTION
 ED2342
 ED2342'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2342'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTHEAST OF
 ED2342'ANDERSON, 11.3 KM (7.0 MI) WEST OF HONEA PATH, 6.4 KM (4.0 MI)
 ED2342'SOUTH-SOUTHWEST OF BELTON, AT THE CROSS HILL CHURCH OF GOD,
 ED2342'ALONG STATE HIGHWAY 252 ON ROAD RIGHT-OF-WAY.
 ED2342'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2342'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2342'
 ED2342'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 413
 ED2342'AND 252, WHICH IS ABOUT 9.6 KM (6.0 MI) SOUTHWEST OF BELTON.
 ED2342'GO SOUTHEASTERLY ON HIGHWAY 252 FOR 2.7 KM (1.7 MI) TO THE
 ED2342'STATION AND THE CROSS HILL CHURCH OF GOD ON THE LEFT.
 ED2342'
 ED2342'THE STATION IS A STANDARD SCGS DISK
 ED2342'STAMPED---HORZ 4 025 1981---,
 ED2342'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2342'FLUSH WITH GROUND.  IT IS LOCATED
 ED2342'94.0 METERS (308.4 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 ED2342'THE CROSS HILL CHURCH OF GOD,
 ED2342'12.04 METERS (39.5 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2342'STATE HIGHWAY 252,
 ED2342'2.44 METERS (8.0 FT) NORTHEAST FROM A METAL WITNESS POST AND
 ED2342'1.25 METERS (4.1 FT) SOUTH-SOUTHWEST FROM A POWER POLE WITH ONE
 ED2342'GUY WIRE.
 ED2342'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2342'STAMPED---HORZ 4 025 1981---,
 ED2342'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2342'
 ED2342'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2342'STAMPED---AZ MK 4 025 1981---,
 ED2342'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2342'FLUSH WITH GROUND.  IT IS LOCATED
 ED2342'65.2 METERS (214.0 FT) EAST-SOUTHEAST FROM THE EDGE OF WRIGHTS
 ED2342'SCHOOL ROAD,
 ED2342'11.90 METERS (39.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 ED2342'HIGHWAY 252,
 ED2342'3.06 METERS (10.04 FT) WEST-NORTHWEST FROM A METAL WITNESS POST
 ED2342'AND
 ED2342'2.27 METERS (7.45 FT) SOUTHWEST FROM A POWER POLE WITH
 ED2342'TRANSFORMER.
 ED2342'
 ED2342'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ON
 ED2342'HIGHWAY 252 FOR 0.35 KM (0.25 MI) TO THE JUNCTION WITH STATE
 ED2342'HIGHWAY 107 (WRIGHTS SCHOOL ROAD).  CONTINUE ON HIGHWAY 252 FOR
 ED2342'0.1 KM (0.05 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 ED2342'
 ED2342'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2342'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2342
 ED2342                          STATION RECOVERY (1981)
 ED2342
 ED2342'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2342'RECOVERED IN GOOD CONDITION.
 ED2342
 ED2342                          STATION RECOVERY (1992)
 ED2342
 ED2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2342'STATION IS LOCATED 8.5 MILES (13.7 KM) EAST SOUTHEAST OF ANDERSON, 4.1
 ED2342'MILES (6.6 KM) SOUTH OF BELTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2342'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2342'803-737-1350.
 ED2342'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 252 AND 413,
 ED2342'3.9 MILES (6.3 KM) SOUTHWEST OF BELTON, GO EAST SOUTHEAST ON HIGHWAY
 ED2342'252 FOR 1.7 MILES (2.7 KM) TO THE STATION ON THE LEFT NEAR A POWER
 ED2342'POLE IN THE NORTH NORTHWEST ANGLE OF THE WEST DRIVEWAY TO THE CROSS
 ED2342'HILL CHURCH OF GOD.
 ED2342'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 ED2342'ABOVE THE HIGHWAY, 4.1 FEET (1.2 M) SOUTHWEST OF THE POWER POLE NUMBER
 ED2342'094133/027647 WITH TWO GUY WIRES, 39.0 FEET (11.9 M) NORTHEAST OF THE
 ED2342'CENTER OF THE HIGHWAY, 8.0 FEET (2.4 M) NORTHEAST OF THE GUY WIRE
 ED2342'ANCHOR, 4.0 FEET (1.2 M) NORTH OF A TELEPHONE JUNCTION BOX NUMBER 16,
 ED2342'13.8 FEET (4.2 M) NORTH OF THE WEST END OF A 0.8-FOOT CONCRETE PIPE
 ED2342'CULVERT BENEATH THE WEST DRIVEWAY, 20.0 FEET (6.1 M) NORTHWEST OF THE
 ED2342'CENTER OF THE WEST DRIVE, 9.0 FEET (2.7 M) NORTHEAST OF A WITNESS
 ED2342'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2341 ***********************************************************************
 ED2341  DESIGNATION -  4 025 AZ MK
 ED2341  PID         -  ED2341
 ED2341  STATE/COUNTY-  SC/ANDERSON
 ED2341  USGS QUAD   -  SAYLORS CROSSROADS (1979)
 ED2341
 ED2341                         *CURRENT SURVEY CONTROL
 ED2341  ___________________________________________________________________
 ED2341* NAD 83(2001)-  34 27 20.89914(N)    082 30 29.53804(W)     ADJUSTED  
 ED2341* NAVD 88     -       227.1    (meters)     745.     (feet)  VERTCON   
 ED2341  ___________________________________________________________________
 ED2341  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 ED2341  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 ED2341
 ED2341  HORZ ORDER  -  SECOND
 ED2341
 ED2341.The horizontal coordinates were established by classical geodetic methods
 ED2341.and adjusted by the National Geodetic Survey in March 2004..
 ED2341
 ED2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2341
 ED2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2341
 ED2341.The geoid height was determined by GEOID03.
 ED2341
 ED2341;                    North         East     Units Scale Factor Converg.
 ED2341;SPC SC       -   291,839.112   471,033.907   MT  0.99988770   -0 50 10.1
 ED2341;SPC SC       -   957,477.40  1,545,386.83   iFT  0.99988770   -0 50 10.1
 ED2341;UTM  17      - 3,813,728.394   361,463.055   MT  0.99983657   -0 51 12.4
 ED2341
 ED2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2341!SPC SC       -   0.99996911  x   0.99988770  =   0.99985681
 ED2341!UTM  17      -   0.99996911  x   0.99983657  =   0.99980568
 ED2341
 ED2341                          SUPERSEDED SURVEY CONTROL
 ED2341
 ED2341  NAD 83(1986)-  34 27 20.90993(N)    082 30 29.53632(W) AD(       ) 2
 ED2341  NAD 83(1986)-  34 27 20.90802(N)    082 30 29.53858(W) AD(       ) 2
 ED2341  NAD 27      -  34 27 20.51830(N)    082 30 30.07335(W) AD(       ) 2
 ED2341  NGVD 29 (07/19/86)  227.2    (m)          745.     (f) VERT ANG       
 ED2341
 ED2341.Superseded values are not recommended for survey control.
 ED2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2341.See file dsdata.txt to determine how the superseded data were derived.
 ED2341
 ED2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6146313728(NAD 83)
 ED2341_MARKER: DZ = AZIMUTH MARK DISK
 ED2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2341_MARK LOGO: SCGS  
 ED2341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2341+STABILITY: SURFACE MOTION
 ED2341
 ED2341  HISTORY     - Date     Condition        Report By
 ED2341  HISTORY     - 1981     MONUMENTED       SCGS
 ED2341  HISTORY     - 19920225 MARK NOT FOUND   SCGS
 ED2341
 ED2341                          STATION DESCRIPTION
 ED2341
 ED2341'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2341'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTHEAST
 ED2341'OF ANDERSON, 11.3 KM (7 MI) WEST OF HONEA PATH,
 ED2341'6.4 KM (4 MI) SOUTH-SOUTHWEST OF BELTON, ALONG
 ED2341'STATE HIGHWAY 252, ON THE ROAD RIGHT-OF-WAY.
 ED2341'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION
 ED2341'ENGINEER, PO BOX 191, COLUMBIA SC 29202,
 ED2341'PHONE 803-758-3414.
 ED2341'
 ED2341'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 ED2341'413 AND 252, WHICH IS ABOUT 9.6 KM (6.0 MI)
 ED2341'SOUTHWEST OF BELTON.  GO SOUTHEASTERLY ON HIGHWAY
 ED2341'252 FOR 2.7 KM (1.7 MI) TO STATION 4 025 SCGS
 ED2341'AND THE CROSS HILL CHURCH OF GOD ON THE LEFT.
 ED2341'CONTINUE SOUTHEAST ON HIGHWAY 252 FOR 0.3 KM (0.25 MI)
 ED2341'TO THE JUNCTION WITH STATE HIGHWAY 107 (WRIGHTS
 ED2341'SCHOOL ROAD).  CONTINUE ON HIGHWAY 252 FOR
 ED2341'0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 ED2341'
 ED2341'THE STATION IS A STANDARD SCGS DISK
 ED2341'STAMPED---AZ MK 4 025 1981---,
 ED2341'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2341'FLUSH WITH GROUND.  IT IS LOCATED
 ED2341'65.2 METERS (214.0 FT) EAST-SOUTHEAST FROM THE EDGE OF WRIGHTS
 ED2341'SCHOOL ROAD,
 ED2341'11.9 METERS (39.0 FT) SOUTHWEST FROM THE CENTER OF HIGHWAY 252,
 ED2341'3.06 METERS (10.04 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND
 ED2341'2.27 METERS (7.45 FT) SOUTHWEST FROM A POWER LINE POLE WITH A
 ED2341'TRANSFORMER.
 ED2341'
 ED2341'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2341'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2341
 ED2341                          STATION RECOVERY (1992)
 ED2341
 ED2341'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2341'NOT RECOVERED, MEASUREMENTS LED TO A CONCRETE POST WITH DISK MISSING,
 ED2341'STEM WAS INTACT, PRESUMED DESTROYED.
 ED2341'RECOVERY BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2572 ***********************************************************************
 ED2572  DESIGNATION -  4 026
 ED2572  PID         -  ED2572
 ED2572  STATE/COUNTY-  SC/ANDERSON
 ED2572  USGS QUAD   -  BELTON WEST (1983)
 ED2572
 ED2572                         *CURRENT SURVEY CONTROL
 ED2572  ___________________________________________________________________
 ED2572* NAD 83(2001)-  34 35 54.97343(N)    082 31 22.90740(W)     ADJUSTED  
 ED2572* NAVD 88     -       272.5    (meters)     894.     (feet)  GPS OBS   
 ED2572  ___________________________________________________________________
 ED2572  X           -     683,956.135 (meters)                     COMP
 ED2572  Y           -  -5,211,348.239 (meters)                     COMP
 ED2572  Z           -   3,601,438.469 (meters)                     COMP
 ED2572  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 ED2572  ELLIP HEIGHT-         241.78  (meters)          (03/13/03) GPS OBS
 ED2572  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ED2572
 ED2572  HORZ ORDER  -  FIRST
 ED2572  ELLP ORDER  -  FOURTH    CLASS II
 ED2572
 ED2572.The horizontal coordinates were established by GPS observations
 ED2572.and adjusted by the National Geodetic Survey in March 2003..
 ED2572
 ED2572.The orthometric height was determined by GPS observations and a
 ED2572.high-resolution geoid model.
 ED2572
 ED2572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2572
 ED2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2572
 ED2572.The ellipsoidal height was determined by GPS observations
 ED2572.and is referenced to NAD 83.
 ED2572
 ED2572.The geoid height was determined by GEOID03.
 ED2572
 ED2572;                    North         East     Units Scale Factor Converg.
 ED2572;SPC SC       -   307,696.781   469,905.394   MT  0.99992504   -0 50 39.7
 ED2572;SPC SC       - 1,009,503.87  1,541,684.36   iFT  0.99992504   -0 50 39.7
 ED2572;UTM  17      - 3,829,585.366   360,339.857   MT  0.99984041   -0 51 53.8
 ED2572
 ED2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2572!SPC SC       -   0.99996205  x   0.99992504  =   0.99988709
 ED2572!UTM  17      -   0.99996205  x   0.99984041  =   0.99980246
 ED2572
 ED2572:                Primary Azimuth Mark                     Grid Az
 ED2572:SPC SC       -  4 026 AZ MK                              356 25 53.6
 ED2572:UTM  17      -  4 026 AZ MK                              356 27 07.7
 ED2572
 ED2572|---------------------------------------------------------------------|
 ED2572| PID    Reference Object                     Distance      Geod. Az  |
 ED2572|                                                           dddmmss.s |
 ED2572| ED2573 4 026 AZ MK                         480.014 METERS 3553513.9 |
 ED2572|---------------------------------------------------------------------|
 ED2572
 ED2572                          SUPERSEDED SURVEY CONTROL
 ED2572
 ED2572  NAD 83(1995)-  34 35 54.97343(N)    082 31 22.90729(W) AD(       ) 1
 ED2572  ELLIP H (12/20/99)  241.79   (m)                       GP(       ) 4 1
 ED2572  NAD 83(1986)-  34 35 54.98213(N)    082 31 22.90646(W) AD(       ) 1
 ED2572  NAD 83(1986)-  34 35 54.98232(N)    082 31 22.90746(W) AD(       ) 1
 ED2572  NAD 83(1986)-  34 35 54.98419(N)    082 31 22.90422(W) AD(       ) 2
 ED2572  NAD 27      -  34 35 54.58596(N)    082 31 23.43797(W) AD(       ) 2
 ED2572  NGVD 29 (07/19/86)  272.6    (m)          894.     (f) VERT ANG       
 ED2572
 ED2572.Superseded values are not recommended for survey control.
 ED2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2572.See file dsdata.txt to determine how the superseded data were derived.
 ED2572
 ED2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6034029585(NAD 83)
 ED2572_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2572_SP_SET: CONCRETE POST
 ED2572_STAMPING: HORZ 4 026 1981
 ED2572_MARK LOGO: SCGS  
 ED2572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2572+STABILITY: SURFACE MOTION
 ED2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2572+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1995
 ED2572
 ED2572  HISTORY     - Date     Condition        Report By
 ED2572  HISTORY     - 1981     MONUMENTED       SCGS
 ED2572  HISTORY     - 1981     GOOD             SCGS
 ED2572  HISTORY     - 19921101 GOOD             NGS
 ED2572  HISTORY     - 19930712 GOOD             SCDOT
 ED2572  HISTORY     - 19950801 GOOD             SCGS
 ED2572
 ED2572                          STATION DESCRIPTION
 ED2572
 ED2572'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2572'THE STATION IS LOCATED ABOUT
 ED2572'16.1 KM (10 MI) NORTHEAST OF ANDERSON,
 ED2572'7.7 KM (4.8 MI) SOUTHWEST OF PELTZER,
 ED2572'3.2 KM (2 MI) SOUTHWEST OF WILLIAMSTON,
 ED2572'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2572'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2572'
 ED2572'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED2572'20, 20 CONN AND 29 CONN, ON THE WEST SIDE OF WILLIAMSTON.
 ED2572'GO SOUTHWEST ON HIGHWAYS 20 AND 29 CONN FOR 1.4 KM (0.9 MI)
 ED2572'TO THE JUNCTION OF BEAVERDAM ROAD.  CONTINUE SOUTHWESTERLY
 ED2572'ON HIGHWAYS 20 AND 29 CONN FOR 2 KM (1.25 MI) TO THE JUNCTION
 ED2572'OF STATE HIGHWAY 144.  TURN LEFT AND GO SOUTH ON HIGHWAY
 ED2572'144 FOR 0.6 KM (0.35 MI) TO THE AZIMUTH MARK ON THE LEFT.
 ED2572'CONTINUE AHEAD ON HIGHWAY 144 FOR 0.5 KM (0.3 MI) TO THE
 ED2572'STATION ON THE RIGHT.
 ED2572'
 ED2572'THE STATION IS A STANDARD SCGS DISK
 ED2572'STAMPED---HORZ 4 026 1981---,
 ED2572'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2572'FLUSH WITH GROUND.  IT IS LOCATED
 ED2572'7.25 METERS (23.8 FT) EAST FROM A POWER LINE POLE,
 ED2572'5.9 METERS (19.4 FT) WEST FROM THE CENTER OF COUNTY ROAD S-4-144,
 ED2572'5.0 METERS (16.4 FT) NORTH FROM THE CENTER OF A PAVED DRIVE,
 ED2572'1.75 METERS (5.74 FT) SOUTH FROM A METAL WITNESS POST AND
 ED2572'1.22 METERS (4 FT) SOUTH FROM A CHAIN LINK FENCE.
 ED2572'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2572'STAMPED---HORZ 4 026 1981---,
 ED2572'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2572'
 ED2572'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2572'STAMPED---AZ MK 4 026 1981---,
 ED2572'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2572'FLUSH WITH GROUND.  IT IS LOCATED
 ED2572'9.3 METERS (30.5 FT) NORTH FROM THE CENTER OF A DRIVEWAY,
 ED2572'6.5 METERS (21.3 FT) EAST FROM THE CENTER OF COUNTY ROAD S-4-144,
 ED2572'4.8 METERS (15.75 FT) WEST FROM A POWER LINE POLE AND
 ED2572'1.23 METERS (4.0 FT) EAST FROM A METAL WITNESS POST.
 ED2572'
 ED2572'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2572'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED2572
 ED2572                          STATION RECOVERY (1981)
 ED2572
 ED2572'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2572'RECOVERED IN GOOD CONDITION.
 ED2572
 ED2572                          STATION RECOVERY (1992)
 ED2572
 ED2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2572'STATION IS LOCATED 3.35 MILES (5.39 KM) WEST SOUTHWEST OF WILLIAMSTON.
 ED2572'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2572'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2572'TO REACH THE STATION FROM THE FORK JUNCTION OF U.S. HIGHWAY 29
 ED2572'CONNECTOR (ANDERSON DRIVE) AND STATE HIGHWAY 20 (WEST MAIN STREET) IN
 ED2572'WILLIAMSTON, GO WEST ON HIGHWAY 29 CONNECTOR FOR 2.2 MILES (3.5 KM)
 ED2572'TO THE JUNCTION OF STATE ROAD 144 (WILLINGHAM ROAD) LEFT AND MCALISTER
 ED2572'ROAD RIGHT, TURN LEFT ON ROAD 144 FOR 0.65 MILE (1.05 KM) TO THE
 ED2572'STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF A CHAIN LINK FENCE
 ED2572'IN THE NORTHWEST ANGLE OF A GRAVEL DRIVEWAY TO A BRICK HOUSE.
 ED2572'STATION IS A CONCRETE POST RECESSED 1 INCH AND LEVEL WITH THE ROAD,
 ED2572'19.3 FEET (5.9 M) WEST OF THE CENTER OF THE ROAD, 16.2 FEET (4.9 M)
 ED2572'NORTH OF THE CENTER OF THE DRIVEWAY, 4.0 FEET (1.2 M) SOUTH OF THE
 ED2572'FENCE CORNER, 23.8 FEET (7.3 M) EAST OF A POWER POLE NUMBER 10 1/2,
 ED2572'24.0 FEET (7.3 M) EAST OF A TELEPHONE JUNCTION BOX NUMBER 10, 5.3
 ED2572'FEET (1.6 M) SOUTH OF A WITNESS POST.
 ED2572
 ED2572                          STATION RECOVERY (1993)
 ED2572
 ED2572'RECOVERY NOTE BY SC DEPT OF TRANSP 1993 (DGB)
 ED2572'RECOVERED AS DESCRIBED.
 ED2572
 ED2572                          STATION RECOVERY (1995)
 ED2572
 ED2572'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED2572'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2573 ***********************************************************************
 ED2573  DESIGNATION -  4 026 AZ MK
 ED2573  PID         -  ED2573
 ED2573  STATE/COUNTY-  SC/ANDERSON
 ED2573  USGS QUAD   -  BELTON WEST (1983)
 ED2573
 ED2573                         *CURRENT SURVEY CONTROL
 ED2573  ___________________________________________________________________
 ED2573* NAD 83(2001)-  34 36 10.50464(N)    082 31 24.35691(W)     ADJUSTED  
 ED2573* NAVD 88     -       274.1    (meters)     899.     (feet)  VERTCON   
 ED2573  ___________________________________________________________________
 ED2573  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 ED2573  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ED2573
 ED2573  HORZ ORDER  -  SECOND
 ED2573
 ED2573.The horizontal coordinates were established by classical geodetic methods
 ED2573.and adjusted by the National Geodetic Survey in March 2004..
 ED2573
 ED2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2573
 ED2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2573
 ED2573.The geoid height was determined by GEOID03.
 ED2573
 ED2573;                    North         East     Units Scale Factor Converg.
 ED2573;SPC SC       -   308,175.829   469,875.519   MT  0.99992626   -0 50 40.5
 ED2573;SPC SC       - 1,011,075.55  1,541,586.35   iFT  0.99992626   -0 50 40.5
 ED2573;UTM  17      - 3,830,064.384   360,310.158   MT  0.99984052   -0 51 55.0
 ED2573
 ED2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2573!SPC SC       -   0.99996180  x   0.99992626  =   0.99988806
 ED2573!UTM  17      -   0.99996180  x   0.99984052  =   0.99980232
 ED2573
 ED2573                          SUPERSEDED SURVEY CONTROL
 ED2573
 ED2573  NAD 83(1986)-  34 36 10.51355(N)    082 31 24.35699(W) AD(       ) 2
 ED2573  NAD 83(1986)-  34 36 10.51540(N)    082 31 24.35353(W) AD(       ) 2
 ED2573  NAD 27      -  34 36 10.11755(N)    082 31 24.88687(W) AD(       ) 2
 ED2573  NGVD 29 (07/19/86)  274.2    (m)          900.     (f) VERT ANG       
 ED2573
 ED2573.Superseded values are not recommended for survey control.
 ED2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2573.See file dsdata.txt to determine how the superseded data were derived.
 ED2573
 ED2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6031030064(NAD 83)
 ED2573_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2573_SP_SET: CONCRETE POST
 ED2573_STAMPING: AZ MK 4 026 1981
 ED2573_MARK LOGO: SCGS  
 ED2573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2573+STABILITY: SURFACE MOTION
 ED2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2573+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1992
 ED2573
 ED2573  HISTORY     - Date     Condition        Report By
 ED2573  HISTORY     - 1981     MONUMENTED       SCGS
 ED2573  HISTORY     - 1981     GOOD             SCGS
 ED2573  HISTORY     - 19920227 GOOD             SCGS
 ED2573
 ED2573                          STATION DESCRIPTION
 ED2573
 ED2573'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2573'THE STATION IS LOCATED ABOUT
 ED2573'16.1 KM (10 MI) NORTHEAST OF ANDERSON,
 ED2573'7.7 KM (4.8 MI) SOUTHWEST OF PELTZER.
 ED2573'OWNERSHIP--MR JOE COPELAND, ROUTE 2, WILLIAMSTON SC,
 ED2573'PHONE 803-847-9424.
 ED2573'
 ED2573'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED2573'20, 20 CONN AND 29 CONN, ON THE WEST SIDE OF
 ED2573'WILLIAMSTON.  GO SOUTHWEST ON HIGHWAYS 20 AND 29 CONN FOR
 ED2573'1.4 KM (0.9 MI) TO THE JUNCTION OF BEAVERDAM ROAD.
 ED2573'CONTINUE SOUTHWESTERLY ON 20 AND 29 CONN FOR 2 KM (1.25 MI)
 ED2573'TO THE JUNCTION OF STATE HIGHWAY 144.  TURN LEFT AND GO
 ED2573'SOUTH ON HIGHWAY 144 FOR 0.5 KM (0.3 MI) TO THE
 ED2573'STATION ON THE LEFT.
 ED2573'
 ED2573'THE STATION IS A STANDARD SCGS DISK
 ED2573'STAMPED---AZ MK 4 026 1981---,
 ED2573'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED2573'FLUSH WITH GROUND.  IT IS LOCATED
 ED2573'9.3 METERS (30.5 FT) NORTH FROM THE CENTER OF A DRIVEWAY,
 ED2573'6.5 METERS (21.3 FT) EAST FROM THE CENTER OF COUNTY ROAD S-4-144.
 ED2573'4.8 METERS (15.75 FT) WEST FROM A POWER LINE POLE AND
 ED2573'1.23 METERS (4.0 FT) EAST FROM A METAL WITNESS POST.
 ED2573'
 ED2573'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2573'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2573
 ED2573                          STATION RECOVERY (1981)
 ED2573
 ED2573'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2573'RECOVERED IN GOOD CONDITION.
 ED2573
 ED2573                          STATION RECOVERY (1992)
 ED2573
 ED2573'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2573'STATION IS LOCATED 3.2 MILES WEST SOUTHWEST OF WILLIAMSTON.
 ED2573'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2573'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2573'TO REACH THE STATION FROM THE FORK JUNCTION OF U.S. HIGHWAY 29
 ED2573'CONNECTOR (ANDERSON DRIVE) AND STATE HIGHWAY 20 (WEST MAIN STREET) IN
 ED2573'WILLIAMSTON, GO WEST ON HIGHWAY 29 CONNECTOR FOR 2.2 MILES TO THE
 ED2573'JUNCTION OF STATE ROAD 144 (WILLINGHAM ROAD), TURN LEFT ON ROAD 144
 ED2573'FOR 0.35 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE NUMBER
 ED2573'093984/032883.
 ED2573'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2573'ROAD, 19.6 FT EAST OF THE CENTER OF THE ROAD, 61.5 FT WEST
 ED2573'SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL-SIDED SHED, 15.8 FEET
 ED2573'WEST OF THE POWER POLE, 10.2 FT WEST NORTHWEST OF THE CENTER OF THE
 ED2573'SOUTH MOST WATER METER, 3.9 FT EAST OF A WITNESS POST.
 ED2573'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2589 ***********************************************************************
 ED2589  DESIGNATION -  4 027
 ED2589  PID         -  ED2589
 ED2589  STATE/COUNTY-  SC/ANDERSON
 ED2589  USGS QUAD   -  ANDERSON NORTH (1983)
 ED2589
 ED2589                         *CURRENT SURVEY CONTROL
 ED2589  ___________________________________________________________________
 ED2589* NAD 83(2001)-  34 31 20.82198(N)    082 39 23.52818(W)     ADJUSTED  
 ED2589* NAVD 88     -       244.6    (meters)     802.     (feet)  VERTCON   
 ED2589  ___________________________________________________________________
 ED2589  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 ED2589  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 ED2589
 ED2589  HORZ ORDER  -  SECOND
 ED2589
 ED2589.The horizontal coordinates were established by classical geodetic methods
 ED2589.and adjusted by the National Geodetic Survey in March 2004..
 ED2589
 ED2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2589
 ED2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2589
 ED2589.The geoid height was determined by GEOID03.
 ED2589
 ED2589;                    North         East     Units Scale Factor Converg.
 ED2589;SPC SC       -   299,439.089   457,525.656   MT  0.99990435   -0 55 06.2
 ED2589;SPC SC       -   982,411.71  1,501,068.43   iFT  0.99990435   -0 55 06.2
 ED2589;UTM  17      - 3,821,332.562   347,957.795   MT  0.99988494   -0 56 20.4
 ED2589
 ED2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2589!SPC SC       -   0.99996640  x   0.99990435  =   0.99987075
 ED2589!UTM  17      -   0.99996640  x   0.99988494  =   0.99985134
 ED2589
 ED2589:                Primary Azimuth Mark                     Grid Az
 ED2589:SPC SC       -  4 027 AZ MK                              337 21 20.8
 ED2589:UTM  17      -  4 027 AZ MK                              337 22 35.0
 ED2589
 ED2589|---------------------------------------------------------------------|
 ED2589| PID    Reference Object                     Distance      Geod. Az  |
 ED2589|                                                           dddmmss.s |
 ED2589| ED2590 4 027 AZ MK                         APPROX. 0.5 KM 3362614.6 |
 ED2589|---------------------------------------------------------------------|
 ED2589
 ED2589                          SUPERSEDED SURVEY CONTROL
 ED2589
 ED2589  NAD 83(1986)-  34 31 20.82979(N)    082 39 23.52668(W) AD(       ) 2
 ED2589  NAD 83(1986)-  34 31 20.83342(N)    082 39 23.52792(W) AD(       ) 2
 ED2589  NAD 27      -  34 31 20.46867(N)    082 39 24.05005(W) AD(       ) 2
 ED2589  NGVD 29 (07/19/86)  244.7    (m)          803.     (f) VERT ANG       
 ED2589
 ED2589.Superseded values are not recommended for survey control.
 ED2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2589.See file dsdata.txt to determine how the superseded data were derived.
 ED2589
 ED2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4795821333(NAD 83)
 ED2589_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2589_SP_SET: CONCRETE POST
 ED2589_STAMPING: HORZ 4 027 1981
 ED2589_MARK LOGO: SCGS  
 ED2589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2589+STABILITY: SURFACE MOTION
 ED2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2589+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 ED2589
 ED2589  HISTORY     - Date     Condition        Report By
 ED2589  HISTORY     - 1981     MONUMENTED       SCGS
 ED2589  HISTORY     - 1981     GOOD             SCGS
 ED2589  HISTORY     - 19920226 GOOD             SCGS
 ED2589
 ED2589                          STATION DESCRIPTION
 ED2589
 ED2589'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2589'THE STATION IS LOCATED ON THE NORTH SIDE OF ANDERSON WITHIN, THE
 ED2589'CITY LIMIT, ALONG STATE HIGHWAY 28 (NORTH MAIN ST) ON THE ROAD
 ED2589'RIGHT-OF-WAY.
 ED2589'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2589'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2589'
 ED2589'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 ED2589'HIGHWAYS 81 AND 28 (NORTH MAIN ST).  GO NORTH ON HIGHWAY 28 FOR
 ED2589'1.53 KM (0.95 MI) TO MOULTRIE SQUARE AND THE STATION ON THE
 ED2589'RIGHT, SET IN THE MEDIAN OF MOULTRIE SQUARE.
 ED2589'
 ED2589'THE STATION IS A STANDARD SCGS DISK
 ED2589'STAMPED---HORZ 4 027 1981---,
 ED2589'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2589'FLUSH WITH GROUND.  IT IS LOCATED
 ED2589'30.18 METERS (99.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 ED2589'OF THOMAS BOOK STORE,
 ED2589'21.8 METERS (71.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 ED2589'WHITE BRICK HOUSE,
 ED2589'14.9 METERS (48.9 FT) EAST FROM THE APPROXIMATE CENTER OF NORTH
 ED2589'MAIN STREET AND
 ED2589'2.44 METERS (8.0 FT) SOUTHEAST FROM A 76 CM DIAMETER OAK TREE.
 ED2589'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2589'STAMPED---HORZ 4 027 1981---,
 ED2589'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2589'
 ED2589'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2589'STAMPED---AZ MK 4 027 1981---,
 ED2589'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2589'FLUSH WITH GROUND.  IT IS LOCATED
 ED2589'22.89 METERS (75.1 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 ED2589'STEPS LEADING TO THE CHURCH,
 ED2589'17.25 METERS (56.6 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2589'A SIGN READING NORTH ANDERSON BAPTIST CHURCH,
 ED2589'12.56 METERS (41.2 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 ED2589'OF THE MEDIAN OF NORTH MAIN STREET AND
 ED2589'1.46 METERS (4.8 FT) SOUTHEAST FROM A LIGHT POLE.
 ED2589'
 ED2589'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ALONG
 ED2589'HIGHWAY 28 (NORTH MAIN STREET) FOR 0.56 KM (0.35 MI) TO THE NORTH
 ED2589'ANDERSON BAPTIST CHURCH AND THE AZIMUTH MARK ON THE RIGHT.
 ED2589'
 ED2589'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2589'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2589
 ED2589                          STATION RECOVERY (1981)
 ED2589
 ED2589'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2589'RECOVERED IN GOOD CONDITION.
 ED2589
 ED2589                          STATION RECOVERY (1992)
 ED2589
 ED2589'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2589'STATION IS LOCATED IN ANDERSON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2589'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2589'803-737-1350.
 ED2589'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81, 28
 ED2589'BUSINESS (NORTH MAIN STREET) AND U.S. HIGHWAY 29 IN ANDERSON, GO
 ED2589'NORTH NORTHWEST ON HIGHWAY 28 BUSINESS FOR 0.95 MILE TO THE JUNCTION
 ED2589'OF STATE ROAD 359 (MOULTRIE SQUARE) AND THE STATION NEAR A 20-INCH
 ED2589'OAK TREE IN THE GRASSY MEDIAN OF THE STATE ROAD.
 ED2589'STATION IS A CONCRETE POST RECESSED 1 INCH AND 0.5 FOOT BELOW THE
 ED2589'HIGHWAY, 7.5 FT SOUTHEAST OF THE OAK TREE WITH A SCGS REFERENCE
 ED2589'WASHER ATTACHED, 31.0 FT EAST NORTHEAST OF THE CENTER OF THE
 ED2589'WESTBOUND LANES OF THE HIGHWAY, 14.6 FT NORTH NORTHWEST OF THE
 ED2589'CENTER OF THE ENTRANCE DRIVE OF MOULTRIE SQUARE, 98.6 FT SOUTH OF
 ED2589'THE SOUTHWEST CORNER OF A BRICK BUILDING (THOMAS BOOK STORE), 28.3
 ED2589'FT SOUTH SOUTHEAST OF THE CENTER OF THE EXIT DRIVE OF MOULTRIE
 ED2589'SQUARE.
 ED2589'NOTE-STATION INTERVISIBLE WITH SURVEY STATION 4 027 AZ MK.
 ED2589'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2590 ***********************************************************************
 ED2590  DESIGNATION -  4 027 AZ MK
 ED2590  PID         -  ED2590
 ED2590  STATE/COUNTY-  SC/ANDERSON
 ED2590  USGS QUAD   -  ANDERSON NORTH (1983)
 ED2590
 ED2590                         *CURRENT SURVEY CONTROL
 ED2590  ___________________________________________________________________
 ED2590* NAD 83(2001)-  34 31 36.54507(N)    082 39 31.81336(W)     ADJUSTED  
 ED2590* NAVD 88     -       244.72   (meters)     802.9    (feet)  N HEIGHT  
 ED2590  ___________________________________________________________________
 ED2590  X           -     672,176.227 (meters)                     COMP
 ED2590  Y           -  -5,217,413.019 (meters)                     COMP
 ED2590  Z           -   3,594,864.685 (meters)                     COMP
 ED2590  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 ED2590  ELLIP HEIGHT-         214.16  (meters)          (12/20/99) GPS OBS
 ED2590  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 ED2590  DYNAMIC HT  -         244.47  (meters)     802.1   (feet)  COMP
 ED2590  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 ED2590
 ED2590  HORZ ORDER  -  FIRST
 ED2590  VERT ORDER  -  THIRD
 ED2590  ELLP ORDER  -  FOURTH    CLASS I
 ED2590
 ED2590.The horizontal coordinates were established by GPS observations
 ED2590.and adjusted by the National Geodetic Survey in March 2004..
 ED2590
 ED2590.The orthometric height was determined by differential leveling
 ED2590.and adjusted by the National Geodetic Survey in July 1996..
 ED2590.The height was determined by precise leveling from only one NSRS
 ED2590.bench mark.  This was not adequate "tie leveling" to NSRS and was
 ED2590.allowed ONLY to validate the GPS-derived height.
 ED2590
 ED2590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2590
 ED2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2590
 ED2590.The ellipsoidal height was determined by GPS observations
 ED2590.and is referenced to NAD 83.
 ED2590
 ED2590.The geoid height was determined by GEOID03.
 ED2590
 ED2590.The dynamic height is computed by dividing the NAVD 88
 ED2590.geopotential number by the normal gravity value computed on the
 ED2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2590.degrees latitude (g = 980.6199 gals.).
 ED2590
 ED2590.The modeled gravity was interpolated from observed gravity values.
 ED2590
 ED2590;                    North         East     Units Scale Factor Converg.
 ED2590;SPC SC       -   299,926.868   457,322.172   MT  0.99990549   -0 55 10.8
 ED2590;SPC SC       -   984,012.03  1,500,400.83   iFT  0.99990549   -0 55 10.8
 ED2590;UTM  17      - 3,821,820.404   347,754.491   MT  0.99988570   -0 56 25.4
 ED2590
 ED2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2590!SPC SC       -   0.99996638  x   0.99990549  =   0.99987188
 ED2590!UTM  17      -   0.99996638  x   0.99988570  =   0.99985209
 ED2590
 ED2590                          SUPERSEDED SURVEY CONTROL
 ED2590
 ED2590  NAD 83(1995)-  34 31 36.54466(N)    082 39 31.81345(W) AD(       ) 1
 ED2590  NAD 83(1986)-  34 31 36.55345(N)    082 39 31.81191(W) AD(       ) 1
 ED2590  NAD 83(1986)-  34 31 36.55708(N)    082 39 31.81317(W) AD(       ) 2
 ED2590  NAD 27      -  34 31 36.19289(N)    082 39 32.33451(W) AD(       ) 2
 ED2590  NGVD 29 (07/27/92)  244.83   (m)          803.2    (f) N HEIGHT    3  
 ED2590
 ED2590.Superseded values are not recommended for survey control.
 ED2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2590.See file dsdata.txt to determine how the superseded data were derived.
 ED2590
 ED2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4775421820(NAD 83)
 ED2590_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2590_SP_SET: CONCRETE POST
 ED2590_STAMPING: AZ MK 4 027 1981
 ED2590_MARK LOGO: SCGS  
 ED2590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2590+STABILITY: SURFACE MOTION
 ED2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2590+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 ED2590
 ED2590  HISTORY     - Date     Condition        Report By
 ED2590  HISTORY     - 1981     MONUMENTED       SCGS
 ED2590  HISTORY     - 1981     GOOD             SCGS
 ED2590  HISTORY     - 19921101 GOOD             NGS
 ED2590  HISTORY     - 20011215 GOOD             USPSQD
 ED2590  HISTORY     - 20050822 GOOD             NEWBY
 ED2590
 ED2590                          STATION DESCRIPTION
 ED2590
 ED2590'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2590'THE STATION IS LOCATED ON THE NORTH SIDE OF ANDERSON, WITHIN THE
 ED2590'CITY LIMITS, ALONG STATE HIGHWAY 28 (NORTH MAIN STREET) NEAR THE
 ED2590'NORTH ANDERSON BAPTIST CHURCH AND ON ROAD RIGHT-OF-WAY.
 ED2590'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2590'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2590'
 ED2590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 ED2590'STATE HIGHWAYS 81 AND 28 (NORTH MAIN STREET).  GO NORTH ON HIGHWAY
 ED2590'28 FOR 1.53 KM (0.95 MI) TO MOULTRIE SQUARE AND STATION 4 027 SCGS
 ED2590'ON THE RIGHT.  CONTINUE NORTH ALONG HIGHWAY 28 (NORTH MAIN SRREETT
 ED2590'FOR 0.56 KM (0.35 MI) TO THE NORTH ANDERSON BAPTIST CHURCH AND
 ED2590'THE STATION MARK ON THE RIGHT.
 ED2590'
 ED2590'THE STATION IS A STANDARD SCGS DISK
 ED2590'STAMPED---AZ MK 4 027 1981---,
 ED2590'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2590'FLUSH WITH GROUND.  IT IS LOCATED
 ED2590'22.89 METERS (75.1 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 ED2590'STEPS LEADING TO THE CHURCH,
 ED2590'17.25 METERS (56.6 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2590'SIGN READING NORTH ANDERSON BAPTIST CHURCH,
 ED2590'12.56 METERS (41.2 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 ED2590'OF THE MEDIAN OF A PAVED ROAD AND
 ED2590'1.46 METERS (4.8 FT) SOUTHEAST FROM A LIGHT POLE.
 ED2590'
 ED2590'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2590'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2590
 ED2590                          STATION RECOVERY (1981)
 ED2590
 ED2590'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2590'RECOVERED IN GOOD CONDITION.
 ED2590
 ED2590                          STATION RECOVERY (1992)
 ED2590
 ED2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2590'STATION IS LOCATED IN ANDERSON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2590'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2590'803-737-1350.
 ED2590'TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 81,
 ED2590'28 BUSINESS (NORTH MAIN STREET) AND U.S. HIGHWAY 29 IN ANDERSON, GO
 ED2590'NORTH NORTHWEST ON HIGHWAY 28 BUSINESS FOR 1.3 MILES (2.1 KM) TO THE
 ED2590'STATION ON THE RIGHT NEAR A METAL LIGHT POST AT THE NORTH ENTRANCE TO
 ED2590'THE NORTH ANDERSON BAPTIST CHURCH.
 ED2590'STATION IS A CONCRETE POST RECESSED 1 INCH AND 0.5 FOOT (15.2 CM)
 ED2590'BELOW THE HIGHWAY, 4.8 FEET (1.5 M) SOUTHEAST OF THE LIGHT POST, 18.2
 ED2590'FEET (5.5 M) SOUTH SOUTHEAST OF THE CENTER OF THE ENTRANCE DRIVE,
 ED2590'80.7 FEET (24.6 M) WEST OF THE NORTHWEST CORNER OF THE MAIN PART OF
 ED2590'THE STONE CHURCH, 21.4 FEET (6.5 M) EAST NORTHEAST OF THE CENTER OF
 ED2590'THE WESTBOUND LANES OF THE HIGHWAY, 5.3 FEET (1.6 M) NORTH NORTHWEST
 ED2590'OF THE NORTHWEST EDGE OF THE SIDEWALK LEADING TO THE CHURCH.
 ED2590'NOTE-STATION INTERVISIBLE WITH SURVEY STATION 4 027.
 ED2590
 ED2590                          STATION RECOVERY (2001)
 ED2590
 ED2590'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 ED2590'MARK LOCATED 0.5 FEET (0.15 M) BELOW SURFACE IN FLOWER BED 4.5 FEET
 ED2590'(1.4 M) EAST SOUTHEAST OF METAL POLE FOR STREET LIGHT.
 ED2590
 ED2590                          STATION RECOVERY (2005)
 ED2590
 ED2590'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED2590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2351 ***********************************************************************
 ED2351  DESIGNATION -  4 028
 ED2351  PID         -  ED2351
 ED2351  STATE/COUNTY-  SC/ANDERSON
 ED2351  USGS QUAD   -  SAYLORS CROSSROADS (1979)
 ED2351
 ED2351                         *CURRENT SURVEY CONTROL
 ED2351  ___________________________________________________________________
 ED2351* NAD 83(2001)-  34 29 30.73132(N)    082 36 51.24894(W)     ADJUSTED  
 ED2351* NAVD 88     -       230.9    (meters)     758.     (feet)  VERTCON   
 ED2351  ___________________________________________________________________
 ED2351  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 ED2351  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 ED2351
 ED2351  HORZ ORDER  -  SECOND
 ED2351
 ED2351.The horizontal coordinates were established by classical geodetic methods
 ED2351.and adjusted by the National Geodetic Survey in March 2004..
 ED2351
 ED2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2351
 ED2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2351
 ED2351.The geoid height was determined by GEOID03.
 ED2351
 ED2351;                    North         East     Units Scale Factor Converg.
 ED2351;SPC SC       -   295,986.022   461,355.589   MT  0.99989654   -0 53 41.8
 ED2351;SPC SC       -   971,082.75  1,513,633.82   iFT  0.99989654   -0 53 41.8
 ED2351;UTM  17      - 3,817,878.237   351,786.437   MT  0.99987077   -0 54 51.4
 ED2351
 ED2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2351!SPC SC       -   0.99996853  x   0.99989654  =   0.99986508
 ED2351!UTM  17      -   0.99996853  x   0.99987077  =   0.99983931
 ED2351
 ED2351:                Primary Azimuth Mark                     Grid Az
 ED2351:SPC SC       -  4 028 AZ MK                              136 58 57.7
 ED2351:UTM  17      -  4 028 AZ MK                              137 00 07.3
 ED2351
 ED2351|---------------------------------------------------------------------|
 ED2351| PID    Reference Object                     Distance      Geod. Az  |
 ED2351|                                                           dddmmss.s |
 ED2351| ED2350 4 028 AZ MK                         APPROX. 1.3 KM 1360515.9 |
 ED2351| ED2382 ANDERSON E HAMPTON ST TK            APPROX. 2.8 KM 2772104.5 |
 ED2351| ED2586 ANDERSON 1ST BAP CH SPIRE           APPROX. 3.2 KM 2914815.9 |
 ED2351| ED2587 ANDERSON N MANNING ST TK            APPROX. 3.5 KM 2970331.2 |
 ED2351|---------------------------------------------------------------------|
 ED2351
 ED2351                          SUPERSEDED SURVEY CONTROL
 ED2351
 ED2351  NAD 83(1986)-  34 29 30.74138(N)    082 36 51.24893(W) AD(       ) 2
 ED2351  NAD 27      -  34 29 30.37038(N)    082 36 51.77932(W) AD(       ) 2
 ED2351  NGVD 29 (07/19/86)  231.0    (m)          758.     (f) VERT ANG       
 ED2351
 ED2351.Superseded values are not recommended for survey control.
 ED2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2351.See file dsdata.txt to determine how the superseded data were derived.
 ED2351
 ED2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5178617878(NAD 83)
 ED2351_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2351_SP_SET: CONCRETE POST
 ED2351_STAMPING: HORZ 4 028 1981
 ED2351_MARK LOGO: SCGS  
 ED2351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2351+STABILITY: SURFACE MOTION
 ED2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2351+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 ED2351
 ED2351  HISTORY     - Date     Condition        Report By
 ED2351  HISTORY     - 1981     MONUMENTED       SCGS
 ED2351  HISTORY     - 1981     GOOD             SCGS
 ED2351  HISTORY     - 19920226 GOOD             SCGS
 ED2351
 ED2351                          STATION DESCRIPTION
 ED2351
 ED2351'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2351'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTHWEST OF BELTON,
 ED2351'10.5 KM (6.5 MI) NORTHEAST OF FLATROCK AND 4.0 KM (2.5 MI) SOUTH-
 ED2351'EAST OF ANDERSON, ALONG STATE HIGHWAY 76 AND 178, ON THE EAST
 ED2351'NORTHEAST SIDE OF THE ROAD RIGHT-OF-WAY.
 ED2351'OWNERSHIP--GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO BOX 191,
 ED2351'COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2351'
 ED2351'TO REACH THE STATION FROM THE EASTERLY ONE OF TWO JUNCTIONS OF
 ED2351'U.S. HIGHWAY 29 BYPASS AND U.S. HIGHWAY 76 AND 178, ON THE
 ED2351'SOUTHEAST SIDE OF ANDERSON, TO EAST ON U.S. HIGHWAY 76 AND 178 FOR
 ED2351'0.6 KM (0.4 MI) TO THE MARK ON THE LEFT.
 ED2351'
 ED2351'THE STATION IS A STANDARD SCGS DISK
 ED2351'STAMPED---HORZ 4 028 1981---,
 ED2351'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2351'FLUSH WITH GROUND.  IT IS LOCATED
 ED2351'13.59 METERS (44.6 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 ED2351'OF HIGHWAYS 76 AND 178,
 ED2351'9.66 METERS (31.7 FT) NORTH-NORTHWEST FROM THE SOUTH END OF A
 ED2351'WIRE FENCE,
 ED2351'2.80 METERS (9.2 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH TWO
 ED2351'TRANSFORMERS AND
 ED2351'2.53 METERS (8.3 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 ED2351'OF THE SIDEWALK.
 ED2351'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2351'STAMPED---HORZ 4 028 1981---,
 ED2351'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2351'
 ED2351'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2351'STAMPED---AZ MK 4 028 1981---,
 ED2351'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2351'FLUSH WITH GROUND.  IT IS LOCATED
 ED2351'51.66 METERS (169.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2351'COUNTY ROAD S-4-247,
 ED2351'20.51 METERS (67.3 FT) EAST-NORTHEAST FROM THE NORTHEAST
 ED2351'CORNER OF A FENCE SURROUNDING AN ELECTRICAL SUBSTATION,
 ED2351'12.80 METERS (42.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2351'OF HIGHWAY 76 AND 178,
 ED2351'1.46 METERS (4.8 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2351'OF THE SIDEWALK AND
 ED2351'1.21 METERS (4.0 FT) EAST-NORTHEAST FROM THE MOST NORTHRLY ONE OF TWO
 ED2351'POWER POLES.
 ED2351'
 ED2351'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON HIGHWAY 76
 ED2351'AND 178 FOR 1.3 KM (0.8 MI) TO THE AZIMUTH MARK ON THE RIGHT, AT
 ED2351'THE SOUTHWEST CORNER OF COUNTY ROAD S-4-247.
 ED2351'
 ED2351'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2351'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2351
 ED2351                          STATION RECOVERY (1981)
 ED2351
 ED2351'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2351'RECOVERED IN GOOD CONDITION.
 ED2351
 ED2351                          STATION RECOVERY (1992)
 ED2351
 ED2351'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2351'STATION IS LOCATED 2.25 MILES EAST SOUTHEAST OF ANDERSON.
 ED2351'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2351'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2351'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAYS 29
 ED2351'BYPASS, 76 AND 178 (EAST RIVER STREET) IN ANDERSON, GO SOUTHEAST ON
 ED2351'HIGHWAYS 76 AND 178 FOR 0.45 MILE TO THE STATION ON THE LEFT NEAR A
 ED2351'POWER POLE IN THE FRONT YARD OF A WOOD-SIDED HOUSE NUMBER 2207.
 ED2351'STATION IS A CONCRETE POST RECESSED 2 INCHES AND 2.0 FT ABOVE THE
 ED2351'HIGHWAY, 25.6 FT NORTHEAST OF THE CENTER OF THE EASTBOUND LANES OF
 ED2351'THE HIGHWAY, 15.8 FT SOUTHEAST OF THE POWER POLE NUMBER 96 WITH
 ED2351'STREET LIGHT, 45.3 FT SOUTHEAST OF THE CENTER OF THE DRIVEWAY TO THE
 ED2351'WOOD-SIDED HOUSE, 31.9 FT NORTHWEST OF THE SOUTHWEST END OF A CHAIN
 ED2351'LINK FENCE, 6.6 FT NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK,
 ED2351'15.8 FT SOUTHEAST OF A WITNESS POST.
 ED2351'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 028 AZ MK.
 ED2351'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2350 ***********************************************************************
 ED2350  DESIGNATION -  4 028 AZ MK
 ED2350  PID         -  ED2350
 ED2350  STATE/COUNTY-  SC/ANDERSON
 ED2350  USGS QUAD   -  SAYLORS CROSSROADS (1979)
 ED2350
 ED2350                         *CURRENT SURVEY CONTROL
 ED2350  ___________________________________________________________________
 ED2350* NAD 83(2001)-  34 29 01.07440(N)    082 36 16.77034(W)     ADJUSTED  
 ED2350* NAVD 88     -       230.0    (meters)     755.     (feet)  VERTCON   
 ED2350  ___________________________________________________________________
 ED2350  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 ED2350  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 ED2350
 ED2350  HORZ ORDER  -  SECOND
 ED2350
 ED2350.The horizontal coordinates were established by classical geodetic methods
 ED2350.and adjusted by the National Geodetic Survey in March 2004..
 ED2350
 ED2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2350
 ED2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2350
 ED2350.The geoid height was determined by GEOID03.
 ED2350
 ED2350;                    North         East     Units Scale Factor Converg.
 ED2350;SPC SC       -   295,058.676   462,220.877   MT  0.99989449   -0 53 22.6
 ED2350;SPC SC       -   968,040.28  1,516,472.69   iFT  0.99989449   -0 53 22.6
 ED2350;UTM  17      - 3,816,950.625   352,651.391   MT  0.99986762   -0 54 31.2
 ED2350
 ED2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2350!SPC SC       -   0.99996867  x   0.99989449  =   0.99986316
 ED2350!UTM  17      -   0.99996867  x   0.99986762  =   0.99983629
 ED2350
 ED2350                          SUPERSEDED SURVEY CONTROL
 ED2350
 ED2350  NAD 83(1986)-  34 29 01.08443(N)    082 36 16.77040(W) AD(       ) 2
 ED2350  NAD 27      -  34 29 00.71192(N)    082 36 17.30281(W) AD(       ) 2
 ED2350  NGVD 29 (07/19/86)  230.1    (m)          755.     (f) VERT ANG       
 ED2350
 ED2350.Superseded values are not recommended for survey control.
 ED2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2350.See file dsdata.txt to determine how the superseded data were derived.
 ED2350
 ED2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5265116951(NAD 83)
 ED2350_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2350_SP_SET: CONCRETE POST
 ED2350_STAMPING: AZ MK 4 028 1981
 ED2350_MARK LOGO: SCGS  
 ED2350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2350+STABILITY: SURFACE MOTION
 ED2350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2350+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 ED2350
 ED2350  HISTORY     - Date     Condition        Report By
 ED2350  HISTORY     - 1981     MONUMENTED       SCGS
 ED2350  HISTORY     - 1981     GOOD             SCGS
 ED2350  HISTORY     - 19920226 GOOD             SCGS
 ED2350  HISTORY     - 20050822 GOOD             NEWBY
 ED2350
 ED2350                          STATION DESCRIPTION
 ED2350
 ED2350'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2350'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTHWEST OF BELTON,
 ED2350'10.5 KM (6.5 MI) NORTHEAST OF FLAT ROCK AND 4.0 KM (2.5 MI)
 ED2350'SOUTHEAST OF ANDERSON, ALONG STATE HIGHWAY 76 AND 178, ON THE
 ED2350'WEST-SOUTHWEST SIDE OF ROAD RIGHT-OF-WAY NEAR AN ELECTRICAL
 ED2350'SUBSTATION.
 ED2350'OWNERSHIP--GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO BOX 191,
 ED2350'COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2350'
 ED2350'TO REACH THE STATION FROM THE EASTERLY ONE OF TWO JUNCTIONS OF
 ED2350'U.S. HIGHWAY 29 BYPASS AND U.S. HIGHWAY 76 AND 178, ON THE
 ED2350'SOUTHEAST SIDE OF ANDERSON.  GO EAST ON U.S. HIGHWAY 76 AND 178
 ED2350'FOR 2.2 KM (1.4 MI) TO THE STATION ON THE RIGHT, AT THE SOUTHWEST
 ED2350'CORNER OF COUNTY ROAD S-4-247.
 ED2350'
 ED2350'THE STATION IS A STANDARD SCGS DISK
 ED2350'STAMPED---AZ MK 4 028 1981---,
 ED2350'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2350'FLUSH WITH GROUND.  IT IS LOCATED
 ED2350'51.66 METERS (169.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2350'COUNTY ROAD S-4-247,
 ED2350'20.51 METERS (67.3 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 ED2350'OF A FENCE SURROUNDING AN ELECTRICAL SUBSTATION,
 ED2350'12.80 METERS (42.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2350'OF HIGHWAY 76 AND 178,
 ED2350'1.46 METERS (4.8 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2350'OF THE SIDEWALK AND
 ED2350'1.21 METERS (4.0 FT) EAST-NORTHEAST FROM THE NORTHERN MOST ONE
 ED2350'OF TWO POWER POLES.
 ED2350'
 ED2350'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2350'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2350
 ED2350                          STATION RECOVERY (1981)
 ED2350
 ED2350'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2350'RECOVERED IN GOOD CONDITION.
 ED2350
 ED2350                          STATION RECOVERY (1992)
 ED2350
 ED2350'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2350'STATION IS LOCATED 2.9 MILES EAST SOUTHEAST OF ANDERSON.
 ED2350'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2350'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2350'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAYS 29
 ED2350'BYPASS, 76 AND 178 (EAST RIVER STREET) IN ANDERSON, GO SOUTHEAST ON
 ED2350'HIGHWAYS 76 AND 178 FOR 1.25 MILES TO THE JUNCTION OF STATE ROAD 247
 ED2350'(BROADWAY LAKE ROAD) AND THE STATION NEAR A POWER POLE IN THE
 ED2350'SOUTHWEST ANGLE.
 ED2350'STATION IS A CONCRETE POST RECESSED 2 INCHES AND 0.3 FOOT BELOW THE
 ED2350'HIGHWAY, 4.1 FT NORTHEAST OF THE POWER POLE WITH THREE GUY WIRES AND
 ED2350'A SCGS REFERENCE WASHER ATTACHED, 3.6 FT NORTH NORTHEAST OF A
 ED2350'TELEPHONE JUNCTION BOX NUMBER 1, 22.0 FT SOUTHWEST OF THE CENTER OF
 ED2350'THE WESTBOUND LANES OF THE HIGHWAY, 173.4 FT NORTHWEST OF THE CENTER
 ED2350'OF ROAD 247, 2.5 FT SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK,
 ED2350'3.1 FT NORTHEAST OF A WITNESS POST.
 ED2350'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 028.
 ED2350'RECOVERED BY R.W. ROBERTS.
 ED2350
 ED2350                          STATION RECOVERY (2005)
 ED2350
 ED2350'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED2350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2348 ***********************************************************************
 ED2348  DESIGNATION -  4 029
 ED2348  PID         -  ED2348
 ED2348  STATE/COUNTY-  SC/ANDERSON
 ED2348  USGS QUAD   -  SAYLORS CROSSROADS (1979)
 ED2348
 ED2348                         *CURRENT SURVEY CONTROL
 ED2348  ___________________________________________________________________
 ED2348* NAD 83(2001)-  34 26 25.61101(N)    082 34 17.36867(W)     ADJUSTED  
 ED2348* NAVD 88     -       234.1    (meters)     768.     (feet)  VERTCON   
 ED2348  ___________________________________________________________________
 ED2348  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ED2348  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 ED2348
 ED2348  HORZ ORDER  -  SECOND
 ED2348
 ED2348.The horizontal coordinates were established by classical geodetic methods
 ED2348.and adjusted by the National Geodetic Survey in March 2004..
 ED2348
 ED2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2348
 ED2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2348
 ED2348.The geoid height was determined by GEOID03.
 ED2348
 ED2348;                    North         East     Units Scale Factor Converg.
 ED2348;SPC SC       -   290,222.486   465,194.027   MT  0.99988406   -0 52 16.4
 ED2348;SPC SC       -   952,173.51  1,526,227.12   iFT  0.99988406   -0 52 16.4
 ED2348;UTM  17      - 3,812,113.614   355,622.911   MT  0.99985694   -0 53 20.1
 ED2348
 ED2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2348!SPC SC       -   0.99996800  x   0.99988406  =   0.99985207
 ED2348!UTM  17      -   0.99996800  x   0.99985694  =   0.99982495
 ED2348
 ED2348:                Primary Azimuth Mark                     Grid Az
 ED2348:SPC SC       -  4 029 AZ MK                              068 23 50.9
 ED2348:UTM  17      -  4 029 AZ MK                              068 24 54.6
 ED2348
 ED2348|---------------------------------------------------------------------|
 ED2348| PID    Reference Object                     Distance      Geod. Az  |
 ED2348|                                                           dddmmss.s |
 ED2348| ED2346 4 029 AZ MK                         APPROX. 1.0 KM 0673134.5 |
 ED2348|---------------------------------------------------------------------|
 ED2348
 ED2348                          SUPERSEDED SURVEY CONTROL
 ED2348
 ED2348  NAD 83(1986)-  34 26 25.61952(N)    082 34 17.36721(W) AD(       ) 2
 ED2348  NAD 27      -  34 26 25.24442(N)    082 34 17.89752(W) AD(       ) 2
 ED2348  NGVD 29 (07/19/86)  234.2    (m)          768.     (f) VERT ANG       
 ED2348
 ED2348.Superseded values are not recommended for survey control.
 ED2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2348.See file dsdata.txt to determine how the superseded data were derived.
 ED2348
 ED2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5562312114(NAD 83)
 ED2348_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2348_SP_SET: CONCRETE POST
 ED2348_STAMPING: HORZ 4 029 1981
 ED2348_MARK LOGO: SCGS  
 ED2348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2348+STABILITY: SURFACE MOTION
 ED2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2348+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1992
 ED2348
 ED2348  HISTORY     - Date     Condition        Report By
 ED2348  HISTORY     - 1981     MONUMENTED       SCGS
 ED2348  HISTORY     - 1981     GOOD             SCGS
 ED2348  HISTORY     - 19920220 GOOD             SCGS
 ED2348
 ED2348                          STATION DESCRIPTION
 ED2348
 ED2348'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2348'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHEAST OF STARR,
 ED2348'12.9 KM (8.0 MI) SOUTH-SOUTHWEST OF BELTON, 11.3 KM (7.0 MI)
 ED2348'SOUTHEAST OF ANDERSON, ALONG COUNTY ROAD S-4-435 AND ON ROAD
 ED2348'RIGHT-OF-WAY.
 ED2348'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2348'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2348'
 ED2348'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 413
 ED2348'AND 252, ABOUT 9.6 KM (6.0 MI) SOUTHWEST OF BELTON.  GO SOUTH
 ED2348'ON HIGHWAY 413 FOR 3.7 KM (2.3 MI) TO THE INTERSECTION OF
 ED2348'COUNTY ROAD S-4-247.  TURN RIGHT ON HIGHWAY 247 FOR 1.1 KM (0.7 MI) TO
 ED2348'PARNELL ROAD ON THE LEFT, CONTINUE AHEAD ON HIGHWAY 247 FOR
 ED2348'0.6 KM (0.4 MI) TO A ROAD ON THE LEFT (ROBERTSON ROAD).  TURN
 ED2348'LEFT AND GO 0.5 KM (0.35 MI) TO A FORK.  TAKE RIGHT FORK,
 ED2348'COUNTY ROAD S-4-435 FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 ED2348'
 ED2348'THE STATION IS A STANDARD SCGS DISK
 ED2348'STAMPED---HORZ 4 029 1981---,
 ED2348'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2348'FLUSH WITH GROUND.  IT IS LOCATED
 ED2348'27.1 METERS (88.9 FT) NORTH-NORTHWEST FROM THE SOUTHWEST CORNER
 ED2348'OF A GRAY WOOD FRAMED HOUSE,
 ED2348'8.9 METERS (29.2 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 ED2348'OF COUNTY ROAD S-4-435,
 ED2348'1.43 METERS (4.7 FT) NORTHEAST FROM A METAL WITNESS POST AND
 ED2348'1.07 METERS (3.5 FT) WEST FROM A TELEPHONE JUNCTION BOX.
 ED2348'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2348'STAMPED---HORZ 4 029 1981---,
 ED2348'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2348'
 ED2348'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2348'STAMPED---AZ MK 4 029 1981---,
 ED2348'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2348'FLUSH WITH GROUND.  IT IS LOCATED
 ED2348'9.4 METERS (30.8 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2348'OF PARNEL ROAD,
 ED2348'2.8 METERS (9.2 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER POST,
 ED2348'1.6 METERS (5.25 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST
 ED2348'AND
 ED2348'0.45 METER (1.5 FT) WEST-NORTHWEST FROM THE FENCE LINE.
 ED2348'
 ED2348'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED
 ED2348'NORTHEAST ON COUNTY ROAD S-4-435 FOR 0.1 KM (0.05 MI) TO A FORK,
 ED2348'TAKE LEFT FORK AND GO 0.6 KM (0.35 MI) TO A ROAD ON
 ED2348'THE RIGHT, COUNTY ROAD S-4-247.
 ED2348'TURN RIGHT AND GO 0.6 KM (0.4 MI) TO PARNELL ROAD ON
 ED2348'THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) TO THE
 ED2348'AZIMUTH MARK ON THE LEFT.
 ED2348'
 ED2348'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2348'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2348
 ED2348                          STATION RECOVERY (1981)
 ED2348
 ED2348'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2348'RECOVERED IN GOOD CONDITION.
 ED2348
 ED2348                          STATION RECOVERY (1992)
 ED2348
 ED2348'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2348'STATION IS LOCATED 6.25 MILES SOUTHWEST OF ANDERSON,
 ED2348'11.1 MILES WEST OF
 ED2348'HONEA PATH. OWNERSHIP--SCDHPT, PRECONSTRUCTION ENGINEER, P.O. BOX
 ED2348'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2348'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 185,
 ED2348'5.7 MILES SOUTHEAST OF ANDERSON, GO SOUTH SOUTHEAST ON HIGHWAY 185 FOR
 ED2348'1.0 MILE TO THE JUNCTION OF STATE ROAD 435, TURN LEFT ON ROAD 435 FOR
 ED2348'1.45 MILES TO THE STATION ON THE LEFT NEAR A TELEPHONE JUNCTION BOX
 ED2348'NUMBER 14.
 ED2348'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FT ABOVE THE
 ED2348'ROAD, 29.5 FT NORTHWEST OF THE CENTER OF THE ROAD, 3.5 FT WEST OF
 ED2348'THE TELEPHONE JUNCTION BOX, 9.5 FT SOUTH SOUTHWEST OF A 1.5 FOOT
 ED2348'TRIPLE-TRUNKED OAK TREE, 3.8 FT EAST OF A WITNESS POST.
 ED2348'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2346 ***********************************************************************
 ED2346  DESIGNATION -  4 029 AZ MK
 ED2346  PID         -  ED2346
 ED2346  STATE/COUNTY-  SC/ANDERSON
 ED2346  USGS QUAD   -  SAYLORS CROSSROADS (1979)
 ED2346
 ED2346                         *CURRENT SURVEY CONTROL
 ED2346  ___________________________________________________________________
 ED2346* NAD 83(2001)-  34 26 37.62563(N)    082 33 42.30745(W)     ADJUSTED  
 ED2346* NAVD 88     -       242.3    (meters)     795.     (feet)  VERTCON   
 ED2346  ___________________________________________________________________
 ED2346  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 ED2346  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 ED2346
 ED2346  HORZ ORDER  -  SECOND
 ED2346
 ED2346.The horizontal coordinates were established by classical geodetic methods
 ED2346.and adjusted by the National Geodetic Survey in March 2004..
 ED2346
 ED2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2346
 ED2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2346
 ED2346.The geoid height was determined by GEOID03.
 ED2346
 ED2346;                    North         East     Units Scale Factor Converg.
 ED2346;SPC SC       -   290,579.053   466,094.500   MT  0.99988485   -0 51 57.0
 ED2346;SPC SC       -   953,343.35  1,529,181.43   iFT  0.99988485   -0 51 57.0
 ED2346;UTM  17      - 3,812,469.893   356,523.468   MT  0.99985374   -0 53 00.5
 ED2346
 ED2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2346!SPC SC       -   0.99996672  x   0.99988485  =   0.99985157
 ED2346!UTM  17      -   0.99996672  x   0.99985374  =   0.99982046
 ED2346
 ED2346                          SUPERSEDED SURVEY CONTROL
 ED2346
 ED2346  NAD 83(1986)-  34 26 37.63417(N)    082 33 42.30602(W) AD(       ) 2
 ED2346  NAD 27      -  34 26 37.25901(N)    082 33 42.83718(W) AD(       ) 2
 ED2346  NGVD 29 (07/19/86)  242.4    (m)          795.     (f) VERT ANG       
 ED2346
 ED2346.Superseded values are not recommended for survey control.
 ED2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2346.See file dsdata.txt to determine how the superseded data were derived.
 ED2346
 ED2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5652312470(NAD 83)
 ED2346_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2346_SP_SET: CONCRETE POST
 ED2346_STAMPING: AZ MK 4 029 1981
 ED2346_MARK LOGO: SCGS  
 ED2346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2346+STABILITY: SURFACE MOTION
 ED2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2346+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1992
 ED2346
 ED2346  HISTORY     - Date     Condition        Report By
 ED2346  HISTORY     - 1981     MONUMENTED       SCGS
 ED2346  HISTORY     - 1981     GOOD             SCGS
 ED2346  HISTORY     - 19920220 GOOD             SCGS
 ED2346
 ED2346                          STATION DESCRIPTION
 ED2346
 ED2346'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2346'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHEAST OF STARR,
 ED2346'12.9 KM (8.0 MI) SOUTH-SOUTHWEST OF BELTON, 11.3 KM (7.0 MI)
 ED2346'SOUTHEAST OF ANDERSON, ON PARNELL ROAD AND ON ROAD RIGHT-OF-WAY.
 ED2346'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2346'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2346'
 ED2346'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 413 AND
 ED2346'252, ABOUT 9.6 KM (6.0 MI) SOUTHWEST OF BELTON.  GO SOUTH ON
 ED2346'HIGHWAY 413 FOR 3.7 KM (2.3 MI) TO THE INTERSECTION OF
 ED2346'COUNTY ROAD S-4-247.
 ED2346'TURN RIGHT ON S-4-247 FOR 1.1 KM (0.7 MI) TO PARNELL ROAD
 ED2346'ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) TO
 ED2346'THE STATION ON THE LEFT.
 ED2346'
 ED2346'THE STATION IS A STANDARD SCGS DISK
 ED2346'STAMPED---AZ MK 4 029 1981---,
 ED2346'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2346'FLUSH WITH GROUND.  IT IS LOCATED
 ED2346'9.4 METERS (30.8 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2346'OF PARNELL ROAD,
 ED2346'2.8 METERS (9.2 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER POST,
 ED2346'1.6 METERS (5.25 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST,
 ED2346'0.45 METER (1.5 FT) WEST-NORTHWEST FROM THE FENCE LINE.
 ED2346'
 ED2346'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2346'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2346
 ED2346                          STATION RECOVERY (1981)
 ED2346
 ED2346'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2346'RECOVERED IN GOOD CONDITION.
 ED2346
 ED2346                          STATION RECOVERY (1992)
 ED2346
 ED2346'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2346'STATION IS LOCATED 6.5 MILES SOUTHWEST OF ANDERSON, 10.5 MILES WEST OF
 ED2346'HONEA PATH. OWNERSHIP--SCDHPT, PRECONSTRUCTION ENGINEER, P.O. BOX
 ED2346'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2346'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 185,
 ED2346'5.7 MILES SOUTHEAST OF ANDERSON, GO SOUTH SOUTHEAST ON HIGHWAY 185 FOR
 ED2346'1.0 MILE TO THE JUNCTION OF STATE ROAD 435, TURN LEFT ON ROAD 435 FOR
 ED2346'1.55 MILES TO THE JUNCTION OF STATE ROAD 488 (ROBERTSON ROAD), TURN
 ED2346'RIGHT ON ROAD 488 FOR 0.4 MILE TO THE JUNCTION OF STATE ROAD 489
 ED2346'(PARNELL ROAD), TURN LEFT ON ROAD 489 FOR 0.7 MILE TO THE STATION ON
 ED2346'THE RIGHT NEAR A BARBED WIRE FENCE CORNER.
 ED2346'STATION IS A CONCRETE POST PROJECTING 1 INCH AND 1.0 FOOT BELOW THE
 ED2346'ROAD, 27.9 FT EAST SOUTHEAST OF THE CENTER OF THE ROAD, 9.0 FEET
 ED2346'SOUTH SOUTHWEST OF THE FENCE CORNER POST, 1.2 FT WEST NORTHWEST OF
 ED2346'THE FENCE LINE, 5.3 FT NORTH NORTHEAST OF A WITNESS POST.
 ED2346'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2343 ***********************************************************************
 ED2343  DESIGNATION -  4 030
 ED2343  PID         -  ED2343
 ED2343  STATE/COUNTY-  SC/ANDERSON
 ED2343  USGS QUAD   -  SAYLORS CROSSROADS (1979)
 ED2343
 ED2343                         *CURRENT SURVEY CONTROL
 ED2343  ___________________________________________________________________
 ED2343* NAD 83(2001)-  34 23 55.62916(N)    082 33 14.03905(W)     ADJUSTED  
 ED2343* NAVD 88     -       218.9    (meters)     718.     (feet)  VERTCON   
 ED2343  ___________________________________________________________________
 ED2343  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 ED2343  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ED2343
 ED2343  HORZ ORDER  -  SECOND
 ED2343
 ED2343.The horizontal coordinates were established by classical geodetic methods
 ED2343.and adjusted by the National Geodetic Survey in March 2004..
 ED2343
 ED2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2343
 ED2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2343
 ED2343.The geoid height was determined by GEOID03.
 ED2343
 ED2343;                    North         East     Units Scale Factor Converg.
 ED2343;SPC SC       -   285,577.600   466,740.935   MT  0.99987454   -0 51 41.3
 ED2343;SPC SC       -   936,934.38  1,531,302.28   iFT  0.99987454   -0 51 41.3
 ED2343;UTM  17      - 3,807,468.382   357,168.393   MT  0.99985147   -0 52 40.9
 ED2343
 ED2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2343!SPC SC       -   0.99997037  x   0.99987454  =   0.99984491
 ED2343!UTM  17      -   0.99997037  x   0.99985147  =   0.99982184
 ED2343
 ED2343:                Primary Azimuth Mark                     Grid Az
 ED2343:SPC SC       -  4 030 AZ MK                              227 01 47.3
 ED2343:UTM  17      -  4 030 AZ MK                              227 02 46.9
 ED2343
 ED2343|---------------------------------------------------------------------|
 ED2343| PID    Reference Object                     Distance      Geod. Az  |
 ED2343|                                                           dddmmss.s |
 ED2343| ED2345 4 030 AZ MK                         APPROX. 0.7 KM 2261006.0 |
 ED2343|---------------------------------------------------------------------|
 ED2343
 ED2343                          SUPERSEDED SURVEY CONTROL
 ED2343
 ED2343  NAD 83(1986)-  34 23 55.63778(N)    082 33 14.03735(W) AD(       ) 2
 ED2343  NAD 27      -  34 23 55.25857(N)    082 33 14.57159(W) AD(       ) 2
 ED2343  NGVD 29 (07/19/86)  219.0    (m)          719.     (f) VERT ANG       
 ED2343
 ED2343.Superseded values are not recommended for survey control.
 ED2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2343.See file dsdata.txt to determine how the superseded data were derived.
 ED2343
 ED2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5716807468(NAD 83)
 ED2343_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2343_SP_SET: CONCRETE POST
 ED2343_STAMPING: HORZ 4 030 1981
 ED2343_MARK LOGO: SCGS  
 ED2343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2343+STABILITY: SURFACE MOTION
 ED2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2343+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1992
 ED2343
 ED2343  HISTORY     - Date     Condition        Report By
 ED2343  HISTORY     - 1981     MONUMENTED       SCGS
 ED2343  HISTORY     - 1981     GOOD             SCGS
 ED2343  HISTORY     - 19920220 GOOD             SCGS
 ED2343
 ED2343                          STATION DESCRIPTION
 ED2343
 ED2343'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2343'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) NORTHEAST OF IVA,
 ED2343'14.5 KM (9 MI) EAST OF STARR, 13.7 KM (8.5 MI) SOUTHWEST OF
 ED2343'BELTON AND ON HIGHWAY RIGHT-OF-WAY.
 ED2343'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2343'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2343'
 ED2343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 413 AND
 ED2343'185.  GO SOUTHEASTERLY ON STATE HIGHWAY 185 FOR 0.1 KM (0.05 MI)
 ED2343'TO A FORK.  KEEP THE LEFT FORK AND GO FOR O.1 KM (0.05 MI) TO THE
 ED2343'STATION ON LEFT.
 ED2343'
 ED2343'THE STATION IS A STANDARD SCGS DISK
 ED2343'STAMPED---HORZ 4 030 1981---,
 ED2343'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2343'FLUSH WITH GROUND.  IT IS LOCATED
 ED2343'16.3 METERS (53.45 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF A
 ED2343'HIGHWAY,
 ED2343'10.33 METERS (33.9 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF AN
 ED2343'OLD WOOD FRAME HOUSE,
 ED2343'1.45 METERS (4.76 FT) NORTHEAST FROM A TELEPHONE POLE AND
 ED2343'3.5 METERS (11.48 FT) NORTHEAST FROM A METAL WITNESS POST.
 ED2343'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2343'STAMPED---HORZ 4 030 1981---,
 ED2343'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2343'
 ED2343'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2343'STAMPED---AZ MK 4 030 1981---,
 ED2343'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2343'FLUSH WITH GROUND.  IT IS LOCATED
 ED2343'13.1 METERS (43.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2343'OF STATE HIGHWAY 413,
 ED2343'12.6 METERS (41.3 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF A
 ED2343'DIRT DRIVE,
 ED2343'2.4 METERS (7.87 FT) NORTHEAST FROM A METAL TELEPHONE JUNCTION BOX
 ED2343'AND
 ED2343'0.7 METER (2.3 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 ED2343'
 ED2343'TO REACH AZIMUTH MARK FROM THE JUNCTION OF STATE
 ED2343'HIGHWAYS 413 AND 185.  GO SOUTH-SOUTHWEST ON HIGHWAY 413 FOR
 ED2343'0.6 KM (0.4 MI) TO THE AZIMUTH MARK ON RIGHT.
 ED2343'
 ED2343'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2343'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2343
 ED2343                          STATION RECOVERY (1981)
 ED2343
 ED2343'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2343'RECOVERED IN GOOD CONDITION.
 ED2343
 ED2343                          STATION RECOVERY (1992)
 ED2343
 ED2343'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2343'STATION IS LOCATED 8.3 MILES EAST OF STARR, 9.1 MILES SOUTHEAST OF
 ED2343'ANDERSON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED2343'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 413 AND 185,
 ED2343'8.2 MILES EAST OF STARR, GO EAST SOUTHEAST ON HIGHWAY 185 FOR 0.1 MILE
 ED2343'TO THE STATION ON THE LEFT NEAR A POWER POLE IN FRONT OF A WOOD FRAME
 ED2343'HOUSE.
 ED2343'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0 FT ABOVE THE
 ED2343'HIGHWAY, 4.6 FT WEST NORTHWEST OF THE POWER POLE WITH A SCGS
 ED2343'REFERENCE WASHER ATTACHED, 33.6 FT SOUTHEAST OF THE SOUTHEAST CORNER
 ED2343'OF THE HOUSE, 27.8 FT NORTH OF A TELEPHONE JUNCTION BOX, 22.0 FEET
 ED2343'SOUTHEAST OF A 3.0 FOOT OAK TREE, 54.7 FT NORTH NORTHEAST OF THE
 ED2343'CENTER OF THE HIGHWAY, 11.5 FT NORTH NORTHEAST OF A WITNESS POST.
 ED2343'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 030 AZ MK.
 ED2343'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2345 ***********************************************************************
 ED2345  DESIGNATION -  4 030 AZ MK
 ED2345  PID         -  ED2345
 ED2345  STATE/COUNTY-  SC/ANDERSON
 ED2345  USGS QUAD   -  SAYLORS CROSSROADS (1979)
 ED2345
 ED2345                         *CURRENT SURVEY CONTROL
 ED2345  ___________________________________________________________________
 ED2345* NAD 83(2001)-  34 23 39.05360(N)    082 33 34.86668(W)     ADJUSTED  
 ED2345* NAVD 88     -       211.8    (meters)     695.     (feet)  VERTCON   
 ED2345  ___________________________________________________________________
 ED2345  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 ED2345  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ED2345
 ED2345  HORZ ORDER  -  SECOND
 ED2345
 ED2345.The horizontal coordinates were established by classical geodetic methods
 ED2345.and adjusted by the National Geodetic Survey in March 2004..
 ED2345
 ED2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2345
 ED2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2345
 ED2345.The geoid height was determined by GEOID03.
 ED2345
 ED2345;                    North         East     Units Scale Factor Converg.
 ED2345;SPC SC       -   285,074.979   466,201.378   MT  0.99987352   -0 51 52.9
 ED2345;SPC SC       -   935,285.36  1,529,532.08   iFT  0.99987352   -0 51 52.9
 ED2345;UTM  17      - 3,806,965.928   356,628.703   MT  0.99985337   -0 52 52.3
 ED2345
 ED2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2345!SPC SC       -   0.99997148  x   0.99987352  =   0.99984500
 ED2345!UTM  17      -   0.99997148  x   0.99985337  =   0.99982486
 ED2345
 ED2345                          SUPERSEDED SURVEY CONTROL
 ED2345
 ED2345  NAD 83(1986)-  34 23 39.06220(N)    082 33 34.86494(W) AD(       ) 2
 ED2345  NAD 27      -  34 23 38.68281(N)    082 33 35.39882(W) AD(       ) 2
 ED2345  NGVD 29 (07/19/86)  211.9    (m)          695.     (f) VERT ANG       
 ED2345
 ED2345.Superseded values are not recommended for survey control.
 ED2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2345.See file dsdata.txt to determine how the superseded data were derived.
 ED2345
 ED2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5662906966(NAD 83)
 ED2345_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2345_SP_SET: CONCRETE POST
 ED2345_STAMPING: AZ MK 4 030 1981
 ED2345_MARK LOGO: SCGS  
 ED2345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2345+STABILITY: SURFACE MOTION
 ED2345
 ED2345  HISTORY     - Date     Condition        Report By
 ED2345  HISTORY     - 1981     MONUMENTED       SCGS
 ED2345  HISTORY     - 1981     GOOD             SCGS
 ED2345  HISTORY     - 19920220 GOOD             SCGS
 ED2345
 ED2345                          STATION DESCRIPTION
 ED2345
 ED2345'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2345'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) NORTHEAST OF IVA,
 ED2345'14.5 KM (9 MI) EAST OF STARR, 13.7 KM (8.5 MI) SOUTHWEST OF
 ED2345'BELTON AND ON HIGHWAY RIGHT-OF-WAY.
 ED2345'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2345'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414.
 ED2345'
 ED2345'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 413 AND
 ED2345'185.  GO SOUTH-SOUTHWEST ON HIGHWAY 413 FOR 0.6 KM (0.4 MI)
 ED2345'TO THE STATION ON RIGHT.
 ED2345'
 ED2345'THE STATION IS A STANDARD SCGS DISK
 ED2345'STAMPED---AZ MK 4 030 1981---,
 ED2345'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2345'FLUSH WITH GROUND.  IT IS LOCATED
 ED2345'13.1 METERS (43.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2345'OF HIGHWAY 413,
 ED2345'12.6 METERS (41.3 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF A
 ED2345'DIRT DRIVEWAY,
 ED2345'2.4 METERS (7.87 FT) EAST FROM A METAL TELEPHONE JUNCTION BOX AND
 ED2345'0.72 METER (2.3 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 ED2345'
 ED2345'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2345'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2345
 ED2345                          STATION RECOVERY (1981)
 ED2345
 ED2345'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2345'RECOVERED IN GOOD CONDITION.
 ED2345
 ED2345                          STATION RECOVERY (1992)
 ED2345
 ED2345'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2345'STATION IS LOCATED 7.95 MILES EAST OF STARR, 9.15 MILES SOUTHEAST OF
 ED2345'ANDERSON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED2345'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2345'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 413 AND 185,
 ED2345'8.2 MILES EAST OF STARR, GO SOUTHWEST ON HIGHWAY 413 FOR 0.4 MILE TO
 ED2345'THE STATION ON THE RIGHT NEAR A TELEPHONE JUNCTION BOX.
 ED2345'STATION IS A CONCRETE POST RECESSED 1 INCH AND 3.5 FEET BELOW THE
 ED2345'HIGHWAY, 8.0 FT EAST OF THE TELEPHONE JUNCTION BOX NUMBER 5, 8.3
 ED2345'FT SOUTHEAST OF A BARBED WIRE FENCE LINE, 83.3 FT NORTH NORTHEAST
 ED2345'OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 42.0 FEET
 ED2345'NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.4 FT SOUTHEAST OF A WITNESS
 ED2345'POST.
 ED2345'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 030.
 ED2345'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2381 ***********************************************************************
 ED2381  DESIGNATION -  4 031
 ED2381  PID         -  ED2381
 ED2381  STATE/COUNTY-  SC/ANDERSON
 ED2381  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED2381
 ED2381                         *CURRENT SURVEY CONTROL
 ED2381  ___________________________________________________________________
 ED2381* NAD 83(2001)-  34 24 24.13138(N)    082 38 35.23159(W)     ADJUSTED  
 ED2381* NAVD 88     -       238.8    (meters)     783.     (feet)  VERTCON   
 ED2381  ___________________________________________________________________
 ED2381  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 ED2381  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 ED2381
 ED2381  HORZ ORDER  -  SECOND
 ED2381
 ED2381.The horizontal coordinates were established by classical geodetic methods
 ED2381.and adjusted by the National Geodetic Survey in March 2004..
 ED2381
 ED2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2381
 ED2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2381
 ED2381.The geoid height was determined by GEOID03.
 ED2381
 ED2381;                    North         East     Units Scale Factor Converg.
 ED2381;SPC SC       -   286,582.512   458,553.039   MT  0.99987631   -0 54 39.4
 ED2381;SPC SC       -   940,231.34  1,504,439.10   iFT  0.99987631   -0 54 39.4
 ED2381;UTM  17      - 3,808,475.732   348,980.874   MT  0.99988112   -0 55 43.1
 ED2381
 ED2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2381!SPC SC       -   0.99996725  x   0.99987631  =   0.99984356
 ED2381!UTM  17      -   0.99996725  x   0.99988112  =   0.99984837
 ED2381
 ED2381:                Primary Azimuth Mark                     Grid Az
 ED2381:SPC SC       -  4 031 AZ MK                              336 23 26.6
 ED2381:UTM  17      -  4 031 AZ MK                              336 24 30.3
 ED2381
 ED2381|---------------------------------------------------------------------|
 ED2381| PID    Reference Object                     Distance      Geod. Az  |
 ED2381|                                                           dddmmss.s |
 ED2381| ED2383 4 031 AZ MK                         APPROX. 0.8 KM 3352847.2 |
 ED2381|---------------------------------------------------------------------|
 ED2381
 ED2381                          SUPERSEDED SURVEY CONTROL
 ED2381
 ED2381  NAD 83(1986)-  34 24 24.13966(N)    082 38 35.22989(W) AD(       ) 2
 ED2381  NAD 27      -  34 24 23.76419(N)    082 38 35.75448(W) AD(       ) 2
 ED2381  NGVD 29 (07/19/86)  238.9    (m)          784.     (f) VERT ANG       
 ED2381
 ED2381.Superseded values are not recommended for survey control.
 ED2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2381.See file dsdata.txt to determine how the superseded data were derived.
 ED2381
 ED2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4898108476(NAD 83)
 ED2381_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2381_SP_SET: CONCRETE POST
 ED2381_STAMPING: HORZ 4 031 1981
 ED2381_MARK LOGO: SCGS  
 ED2381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2381+STABILITY: SURFACE MOTION
 ED2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2381+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1992
 ED2381
 ED2381  HISTORY     - Date     Condition        Report By
 ED2381  HISTORY     - 1981     MONUMENTED       SCGS
 ED2381  HISTORY     - 1981     GOOD             SCGS
 ED2381  HISTORY     - 19920220 GOOD             SCGS
 ED2381
 ED2381                          STATION DESCRIPTION
 ED2381
 ED2381'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2381'THE STATION IS LOCATED ABOUT 9.5 KM (6 MI) SOUTH
 ED2381'OF ANDERSON, 6.4 KM (4 MI) NORTHEAST OF STARR,
 ED2381'2.5 KM (1.5 MI) SOUTH OF FLAT ROCK, ALONG
 ED2381'STATE HIGHWAY 49 (FLAT ROCK ROAD),
 ED2381'ON HIGHWAY RIGHT-OF-WAY.
 ED2381'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2381'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2381'
 ED2381'TO REACH THE STATION FROM THE MAIN ENTRANCE TO OWENS
 ED2381'CORNING FIBERGLASS PLANT, WHICH IS ABOUT
 ED2381'6.4 KM (4.0 MI) SOUTH OF ANDERSON, ALONG STATE
 ED2381'HIGHWAY 81.  GO SOUTH ON HIGHWAY 81 FOR 0.1 KM (0.05 MI)
 ED2381'TO A FORK LEFT (FLAT ROCK ROAD) HIGHWAY 49, TAKE
 ED2381'LEFT FORK SOUTHEASTERLY FOR 1.0 KM (0.6 MI) TO
 ED2381'THE FLAT ROCK BAPTIST CHURCH ON THE RIGHT.  CONTINUE
 ED2381'ON HIGHWAY 49 FOR 0.5 KM (0.3 MI) TO A CROSSROAD
 ED2381'(COUNTY ROAD S-4-152).  CONTINUE STRAIGHT AHEAD ON HIGHWAY 49
 ED2381'FOR 1.3 KM (0.8 MI) TO THE AZIMUTH MARK ON THE
 ED2381'RIGHT.  CONTINUE AHEAD FOR 0.6 KM (0.4 MI) TO THE
 ED2381'STATION ON THE RIGHT.
 ED2381'
 ED2381'THE STATION IS A STANDARD SCGS DISK
 ED2381'STAMPED---HORZ 4 031 1981---,
 ED2381'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2381'FLUSH WITH GROUND.  IT IS LOCATED
 ED2381'32.0 METERS (105.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 ED2381'WHITE CEMENT BUILDING,
 ED2381'9.6 METERS (31.5 FT) WEST-SOUTHWEST FROM THE CENTER OF
 ED2381'COUNTY ROAD S-4-152,
 ED2381'4.0 METERS (13.1 FT) SOUTHEAST FROM A POWER LINE POLE WITH A
 ED2381'TRANSFORMER AND
 ED2381'1.7 METERS (5.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 ED2381'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2381'STAMPED---HORZ 4031 1981---,
 ED2381'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2381'
 ED2381'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2381'STAMPED---AZ MK 4 031 1981---,
 ED2381'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2381'FLUSH WITH GROUND.  IT IS LOCATED
 ED2381'22.0 METERS (72.2 FT) SOUTH-SOUTHEAST FROM A DRIVEWAY LEADING TO
 ED2381'A WHITE TWO STORY HOUSE,
 ED2381'18.0 METERS (59.1 FT) NORTH-NORTHWEST FROM A DRIVEWAY LEADING TO
 ED2381'ONE STORY RED BRICK HOUSE AND
 ED2381'8.5 METERS (27.9 FT) WEST-SOUTHWEST FROM THE CENTER OF
 ED2381'COUNTY ROAD S-4-49.
 ED2381'
 ED2381'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2381'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2381
 ED2381                          STATION RECOVERY (1981)
 ED2381
 ED2381'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2381'RECOVERED IN GOOD CONDITION.
 ED2381
 ED2381                          STATION RECOVERY (1992)
 ED2381
 ED2381'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2381'STATION IS LOCATED 3.6 MILES NORTHWEST OF STARR, 6.65 MILES SOUTH OF
 ED2381'ANDERSON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED2381'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2381'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 413,
 ED2381'6.1 MILES EAST SOUTHEAST OF STARR, GO SOUTHWEST ON HIGHWAY 413 FOR
 ED2381'1.55 MILES TO THE JUNCTION OF STATE ROAD 49 (FLAT ROCK ROAD), TURN
 ED2381'RIGHT ON ROAD 49 FOR 4.65 MILES TO THE JUNCTION OF STATE ROAD 263
 ED2381'(DORIS MCGILL JONES ROAD), CONTINUE ON ROAD 49 FOR 0.35 MILE TO THE
 ED2381'STATION ON THE RIGHT NEAR A POWER POLE WITH TRANSFORMER.
 ED2381'STATION IS A CONCRETE POST RECESSED 2 INCHES AND 3.5 FT ABOVE THE
 ED2381'ROAD, 13.0 FT SOUTH SOUTHEAST OF THE POWER POLE, 31.5 FT WEST
 ED2381'SOUTHWEST OF THE CENTER OF THE ROAD, 69.3 FT NORTH NORTHWEST OF A
 ED2381'TELEPHONE JUNCTION BOX 7SW, 106.8 FT SOUTHEAST OF THE SOUTH CORNER
 ED2381'OF A CINDER BLOCK BUILDING, 5.5 FT NORTH NORTHWEST OF A WITNESS
 ED2381'POST.
 ED2381'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 031 AZ MK.
 ED2381'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2383 ***********************************************************************
 ED2383  DESIGNATION -  4 031 AZ MK
 ED2383  PID         -  ED2383
 ED2383  STATE/COUNTY-  SC/ANDERSON
 ED2383  USGS QUAD   -  ANDERSON SOUTH (1979)
 ED2383
 ED2383                         *CURRENT SURVEY CONTROL
 ED2383  ___________________________________________________________________
 ED2383* NAD 83(2001)-  34 24 47.97012(N)    082 38 48.35252(W)     ADJUSTED  
 ED2383* NAVD 88     -       239.7    (meters)     786.     (feet)  VERTCON   
 ED2383  ___________________________________________________________________
 ED2383  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 ED2383  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 ED2383
 ED2383  HORZ ORDER  -  SECOND
 ED2383
 ED2383.The horizontal coordinates were established by classical geodetic methods
 ED2383.and adjusted by the National Geodetic Survey in March 2004..
 ED2383
 ED2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2383
 ED2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2383
 ED2383.The geoid height was determined by GEOID03.
 ED2383
 ED2383;                    North         East     Units Scale Factor Converg.
 ED2383;SPC SC       -   287,322.225   458,229.724   MT  0.99987780   -0 54 46.7
 ED2383;SPC SC       -   942,658.22  1,503,378.36   iFT  0.99987780   -0 54 46.7
 ED2383;UTM  17      - 3,809,215.548   348,657.787   MT  0.99988233   -0 55 51.1
 ED2383
 ED2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2383!SPC SC       -   0.99996711  x   0.99987780  =   0.99984492
 ED2383!UTM  17      -   0.99996711  x   0.99988233  =   0.99984944
 ED2383
 ED2383                          SUPERSEDED SURVEY CONTROL
 ED2383
 ED2383  NAD 83(1986)-  34 24 47.97838(N)    082 38 48.35085(W) AD(       ) 2
 ED2383  NAD 27      -  34 24 47.60359(N)    082 38 48.87473(W) AD(       ) 2
 ED2383  NGVD 29 (07/19/86)  239.8    (m)          787.     (f) VERT ANG       
 ED2383
 ED2383.Superseded values are not recommended for survey control.
 ED2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2383.See file dsdata.txt to determine how the superseded data were derived.
 ED2383
 ED2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4865809216(NAD 83)
 ED2383_MARKER: DZ = AZIMUTH MARK DISK
 ED2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2383_SP_SET: CONCRETE POST
 ED2383_STAMPING: AZ MK 4 031 1981
 ED2383_MARK LOGO: SCGS  
 ED2383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2383+STABILITY: SURFACE MOTION
 ED2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2383+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1992
 ED2383
 ED2383  HISTORY     - Date     Condition        Report By
 ED2383  HISTORY     - 1981     MONUMENTED       SCGS
 ED2383  HISTORY     - 1981     GOOD             SCGS
 ED2383  HISTORY     - 19920220 GOOD             SCGS
 ED2383
 ED2383                          STATION DESCRIPTION
 ED2383
 ED2383'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2383'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTH
 ED2383'OF ANDERSON, 6.4 KM (4 MI) NORTHEAST OF STARR,
 ED2383'2.4 KM (1.5 MI) SOUTH OF FLAT ROCK, ALONG STATE
 ED2383'HIGHWAY 49 (FLAT ROCK ROAD) AND ON HIGHWAY RIGHT-OF-WAY.
 ED2383'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2383'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2383'
 ED2383'TO REACH THE STATION FROM THE MAIN ENTRANCE TO OWENS
 ED2383'CORNING FIBERGLASS PLANT, WHICH IS ABOUT 6.4 KM (4.0 MI)
 ED2383'SOUTH OF ANDERSON, ALONG STATE HIGHWAY 81.  GO SOUTH
 ED2383'ON HIGHWAY 81 FOR 0.1 KM (0.05 MI) TO A FORK LEFT
 ED2383'(FLAT ROCK ROAD) HIGHWAY 49.  TAKE LEFT FORK
 ED2383'EASTERLY FOR 1.0 KM (0.6 MI) TO THE FLAT ROCK BAPTIST
 ED2383'CHURCH ON THE RIGHT.  CONTINUE ON HIGHWAY 49 FOR
 ED2383'0.5 KM (0.3 MI) TO A CROSSROAD, COUNTY ROAD S-4-152.
 ED2383'CONTINUE STRAIGHT AHEAD ON HIGHWAY 49 FOR
 ED2383'1.3 KM (0.8 MI) TO THE STATION ON THE RIGHT.
 ED2383'
 ED2383'THE STATION IS A STANDARD SCGS DISK
 ED2383'STAMPED---AZ MK 4 031 1981---,
 ED2383'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2383'FLUSH WITH GROUND.  IT IS LOCATED
 ED2383'22.0 METERS (72.2 FT) SOUTH-SOUTHEAST FROM A DRIVEWAY LEADING TO
 ED2383'A WHITE TWO STORY HOUSE,
 ED2383'18.0 METERS (59.1 FT) NORTH-NORTHWEST FROM A DRIVEWAY LEADING TO
 ED2383'A ONE STORY RED BRICK HOUSE AND
 ED2383'8.5 METERS (27.9 FT) WEST-SOUTHWEST FROM THE CENTER OF
 ED2383'COUNTY ROAD S-4-49.
 ED2383'
 ED2383'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2383'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2383
 ED2383                          STATION RECOVERY (1981)
 ED2383
 ED2383'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2383'RECOVERED IN GOOD CONDITION.
 ED2383
 ED2383                          STATION RECOVERY (1992)
 ED2383
 ED2383'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2383'STATION IS LOCATED 3.75 MILES NORTHWEST OF STARR, 6.2 MILES SOUTH OF
 ED2383'ANDERSON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED2383'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 413,
 ED2383'6.1 MILES EAST SOUTHEAST OF STARR, GO SOUTHWEST ON HIGHWAY 413 FOR
 ED2383'1.55 MILES TO THE JUNCTION OF STATE ROAD 49 (FLAT ROCK ROAD), TURN
 ED2383'RIGHT ON ROAD 49 FOR 4.65 MILES TO THE JUNCTION OF STATE ROAD 263
 ED2383'(DORIS MCGILL JONES ROAD), CONTINUE ON ROAD 49 FOR 0.85 MILE TO THE
 ED2383'STATION ON THE LEFT IN A GRASSY AREA BETWEEN THE HOUSES OF 1636 AND
 ED2383'1610 FLAT ROCK ROAD AND NEAR A LARGE GROUP OF SPRUCE PINES.
 ED2383'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 0.5 FOOT BELOW THE
 ED2383'ROAD, 54.7 FT SOUTH SOUTHEAST OF A POWER POLE NUMBER 12, 27.2 FEET
 ED2383'WEST OF THE CENTER OF THE ROAD, 51.7 FT SOUTH SOUTHEAST OF A
 ED2383'TELEPHONE JUNCTION BOX 1NW, 62.6 FT NORTH OF THE CENTER OF A
 ED2383'DRIVEWAY TO THE BRICK HOUSE, 12.6 FT SOUTH SOUTHWEST OF THE EAST
 ED2383'POST OF A WOODEN SIGN.
 ED2383'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION 4 031.
 ED2383'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2363 ***********************************************************************
 ED2363  DESIGNATION -  4 032
 ED2363  PID         -  ED2363
 ED2363  STATE/COUNTY-  SC/ANDERSON
 ED2363  USGS QUAD   -  IVA (1979)
 ED2363
 ED2363                         *CURRENT SURVEY CONTROL
 ED2363  ___________________________________________________________________
 ED2363* NAD 83(2001)-  34 21 50.54511(N)    082 38 19.78744(W)     ADJUSTED  
 ED2363* NAVD 88     -       267.4    (meters)     877.     (feet)  VERTCON   
 ED2363  ___________________________________________________________________
 ED2363  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 ED2363  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 ED2363
 ED2363  HORZ ORDER  -  SECOND
 ED2363
 ED2363.The horizontal coordinates were established by classical geodetic methods
 ED2363.and adjusted by the National Geodetic Survey in March 2004..
 ED2363
 ED2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2363
 ED2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2363
 ED2363.The geoid height was determined by GEOID03.
 ED2363
 ED2363;                    North         East     Units Scale Factor Converg.
 ED2363;SPC SC       -   281,844.890   458,872.343   MT  0.99986701   -0 54 30.8
 ED2363;SPC SC       -   924,687.96  1,505,486.69   iFT  0.99986701   -0 54 30.8
 ED2363;UTM  17      - 3,803,737.971   349,298.761   MT  0.99987994   -0 55 30.8
 ED2363
 ED2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2363!SPC SC       -   0.99996274  x   0.99986701  =   0.99982975
 ED2363!UTM  17      -   0.99996274  x   0.99987994  =   0.99984268
 ED2363
 ED2363:                Primary Azimuth Mark                     Grid Az
 ED2363:SPC SC       -  4 032 AZ MK                              009 49 42.0
 ED2363:UTM  17      -  4 032 AZ MK                              009 50 42.0
 ED2363
 ED2363|---------------------------------------------------------------------|
 ED2363| PID    Reference Object                     Distance      Geod. Az  |
 ED2363|                                                           dddmmss.s |
 ED2363| ED2362 4 032 AZ MK                         APPROX. 0.8 KM 0085511.2 |
 ED2363|---------------------------------------------------------------------|
 ED2363
 ED2363                          SUPERSEDED SURVEY CONTROL
 ED2363
 ED2363  NAD 83(1986)-  34 21 50.55347(N)    082 38 19.78545(W) AD(       ) 2
 ED2363  NAD 27      -  34 21 50.17422(N)    082 38 20.31264(W) AD(       ) 2
 ED2363  NGVD 29 (07/19/86)  267.5    (m)          878.     (f) VERT ANG       
 ED2363
 ED2363.Superseded values are not recommended for survey control.
 ED2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2363.See file dsdata.txt to determine how the superseded data were derived.
 ED2363
 ED2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4929903738(NAD 83)
 ED2363_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2363_SP_SET: CONCRETE POST
 ED2363_STAMPING: HORZ 4 032 1981
 ED2363_MARK LOGO: SCGS  
 ED2363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2363+STABILITY: SURFACE MOTION
 ED2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2363+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 ED2363
 ED2363  HISTORY     - Date     Condition        Report By
 ED2363  HISTORY     - 1981     MONUMENTED       SCGS
 ED2363  HISTORY     - 1981     GOOD             SCGS
 ED2363  HISTORY     - 19920219 GOOD             SCGS
 ED2363  HISTORY     - 20010627 GOOD             USPSQD
 ED2363
 ED2363                          STATION DESCRIPTION
 ED2363
 ED2363'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2363'THE STATION IS LOCATED ABOUT 15.6 KM (9.8 MI) SOUTH OF ANDERSON,
 ED2363'8.0 KM (5 MI) NORTHEAST OF IVA, 6.8 KM (4.2 MI) EAST OF STARR
 ED2363'AND ON HIGHWAY RIGHT-OF-WAY.
 ED2363'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2363'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414.
 ED2363'
 ED2363'TO REACH THE STATION FROM THE POST OFFICE IN STARR.  GO SOUTH ON
 ED2363'STATE HIGHWAY 81 FOR 0.1 KM (0.05 MI) TO THE JUNCTION WITH STATE
 ED2363'HIGHWAY 412 WEST AND STATE HIGHWAY 156 GOING SOUTHEAST, TURN LEFT
 ED2363'ON HIGHWAY 156 AND GO FOR 0.2 KM (0.1 MI) TO A RAILROAD CROSSING.
 ED2363'CONTINUE ON HIGHWAY 156 FOR 1.6 KM (1.0 MI) TO A PAVED CROSSROAD.
 ED2363'CONTINUE AHEAD 2.2 KM (1.4 MI) TO A PAVED CROSSROAD (PETTIGREW
 ED2363'ROAD).  CONTINUE AHEAD ON COUNTY ROAD S-4-688 FOR
 ED2363'0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 ED2363'
 ED2363'THE STATION IS A STANDARD SCGS DISK
 ED2363'STAMPED---HORZ 4 032 1981---,
 ED2363'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2363'FLUSH WITH GROUND.  IT IS LOCATED
 ED2363'29.0 METERS (95.14 FT) WEST FROM A POWER POLE IN A FIELD,
 ED2363'7.65 METERS (25.1 FT) SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2363'OF COUNTY ROAD S-4-688,
 ED2363'2.4 METERS (7.87 FT) NORTHWEST FROM A METAL WITNESS POST AND
 ED2363'0.7 METER (2.3 FT) SOUTHEAST FROM A POWER POLE WITH GUYED WIRE.
 ED2363'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2363'STAMPED---HORZ 4 032 1981---,
 ED2363'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2363'
 ED2363'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2363'STAMPED---AZ MK 4 032 1981---,
 ED2363'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2363'FLUSH WITH GROUND.  IT IS LOCATED
 ED2363'7.0 METERS (22.96 FT) WEST FROM THE APPROXIMATE CENTER OF A PAVED
 ED2363'ROAD,
 ED2363'2.0 METERS (6.56 FT) WEST FROM A POWER POLE WITH TRANSFORMER AND
 ED2363'GUY WIRE AND
 ED2363'2.15 METERS (7.05 FT) NORTH FROM A METAL WITNESS POST.
 ED2363'
 ED2363'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEASTERLY ON
 ED2363'COUNTY ROAD S-4-688 FOR 0.7 KM (0.55 MI) TO THE AZIMUTH MARK ON
 ED2363'THE LEFT.
 ED2363'
 ED2363'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2363'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2363
 ED2363                          STATION RECOVERY (1981)
 ED2363
 ED2363'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2363'RECOVERED IN GOOD CONDITION.
 ED2363
 ED2363                          STATION RECOVERY (1992)
 ED2363
 ED2363'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2363'STATION IS LOCATED 3.4 MILES EAST OF STARR, 4.2 MILES
 ED2363'NORTH NORTHEAST OF
 ED2363'IVA. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2363'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2363'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 413,
 ED2363'6.7 MILES EAST SOUTHEAST OF STARR, GO SOUTHWEST ON HIGHWAY 413 FOR 2.2
 ED2363'MILES TO THE JUNCTION OF HEBRON CHURCH ROAD RIGHT AND BURDETT ROAD
 ED2363'LEFT, TURN RIGHT ON HEBRON CHURCH ROAD FOR 2.15 MILES TO THE JUNCTION
 ED2363'OF STATE ROADS 688 (SEXTON GIN ROAD) AND 156 (FIRST AVENUE) AHEAD,
 ED2363'TURN RIGHT ON ROAD 688 FOR 0.65 MILE TO THE STATION ON THE RIGHT NEAR
 ED2363'A POWER POLE IN THE SOUTH ANGLE OF A TRACK ROAD.
 ED2363'STATION IS A CONCRETE POST RECESSED 1 INCH AND LEVEL WITH ROAD 688,
 ED2363'2.9 FT SOUTHEAST OF THE POWER POLE WITH TWO GUY WIRES AND A SCGS
 ED2363'REFERENCE WASHER ATTACHED, 25.4 FT EAST SOUTHEAST OF THE CENTER OF
 ED2363'THE ROAD, 13.3 FT SOUTHWEST OF THE CENTER OF THE TRACK ROAD, 8.6
 ED2363'FT NORTHWEST OF THE NORTHWEST GUY WIRE ANCHOR, 7.7 FT WEST
 ED2363'NORTHWEST OF A WITNESS POST.
 ED2363'RECOVERED BY R.W. ROBERTS.
 ED2363
 ED2363                          STATION RECOVERY (2001)
 ED2363
 ED2363'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 ED2363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2362 ***********************************************************************
 ED2362  DESIGNATION -  4 032 AZ MK
 ED2362  PID         -  ED2362
 ED2362  STATE/COUNTY-  SC/ANDERSON
 ED2362  USGS QUAD   -  IVA (1979)
 ED2362
 ED2362                         *CURRENT SURVEY CONTROL
 ED2362  ___________________________________________________________________
 ED2362* NAD 83(2001)-  34 22 17.77369(N)    082 38 14.63355(W)     ADJUSTED  
 ED2362* NAVD 88     -       271.5    (meters)     891.     (feet)  VERTCON   
 ED2362  ___________________________________________________________________
 ED2362  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ED2362  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 ED2362
 ED2362  HORZ ORDER  -  SECOND
 ED2362
 ED2362.The horizontal coordinates were established by classical geodetic methods
 ED2362.and adjusted by the National Geodetic Survey in March 2004..
 ED2362
 ED2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2362
 ED2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2362
 ED2362.The geoid height was determined by GEOID03.
 ED2362
 ED2362;                    North         East     Units Scale Factor Converg.
 ED2362;SPC SC       -   282,681.598   459,017.294   MT  0.99986862   -0 54 28.0
 ED2362;SPC SC       -   927,433.06  1,505,962.25   iFT  0.99986862   -0 54 28.0
 ED2362;UTM  17      - 3,804,574.647   349,443.958   MT  0.99987940   -0 55 28.5
 ED2362
 ED2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2362!SPC SC       -   0.99996210  x   0.99986862  =   0.99983072
 ED2362!UTM  17      -   0.99996210  x   0.99987940  =   0.99984150
 ED2362
 ED2362                          SUPERSEDED SURVEY CONTROL
 ED2362
 ED2362  NAD 83(1986)-  34 22 17.78205(N)    082 38 14.63161(W) AD(       ) 2
 ED2362  NAD 27      -  34 22 17.40339(N)    082 38 15.15856(W) AD(       ) 2
 ED2362  NGVD 29 (07/19/86)  271.6    (m)          891.     (f) VERT ANG       
 ED2362
 ED2362.Superseded values are not recommended for survey control.
 ED2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2362.See file dsdata.txt to determine how the superseded data were derived.
 ED2362
 ED2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4944404575(NAD 83)
 ED2362_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2362_SP_SET: CONCRETE POST
 ED2362_STAMPING: AZ MK 4 032 1981
 ED2362_MARK LOGO: SCGS  
 ED2362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2362+STABILITY: SURFACE MOTION
 ED2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2362+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 ED2362
 ED2362  HISTORY     - Date     Condition        Report By
 ED2362  HISTORY     - 1980     MONUMENTED       SCGS
 ED2362  HISTORY     - 1981     GOOD             SCGS
 ED2362  HISTORY     - 19920220 GOOD             SCGS
 ED2362  HISTORY     - 20010627 GOOD             USPSQD
 ED2362
 ED2362                          STATION DESCRIPTION
 ED2362
 ED2362'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN)
 ED2362'THE STATION IS LOCATED ABOUT 15.6 KM (9.7 MI) SOUTH OF ANDERSON,
 ED2362'8.0 KM (5 MI) NORTHEAST OF IVA, 6.8 KM (4.2 MI) EAST OF STARR AND
 ED2362'ON COUNTY ROAD RIGHT-OF-WAY.
 ED2362'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2362'PO BOX 191, COLUMBIA, SC 29203, PHONE 803 758 3414.
 ED2362'
 ED2362'TO REACH THE STATION FROM THE POST OFFICE IN STARR.  GO SOUTH ON
 ED2362'STATE HIGHWAY 81 FOR 0.1 KM (0.05 MI) TO THE JUNCTION WITH STATE
 ED2362'HIGHWAY 412 WEST AND STATE HIGHWAY 156 GOING SOUTHEAST, TURN LEFT
 ED2362'ON HIGHWAY 156 AND GO 0.2 KM (0.1 MI) TO A RAILROAD CROSSING,
 ED2362'CONTINUE ON HIGHWAY 156 FOR 1.6 KM (1.0 MI) TO A PAVED CROSSROAD.
 ED2362'CONTINUE AHEAD FOR 2.2 KM (1.4 MI) TO A PAVED
 ED2362'CROSSROAD (PETTIGREW ROAD).  CONTINUE AHEAD ON COUNTY ROAD
 ED2362'S-4-688 FOR 0.2 KM (0.1 MI) TO STATION 4 032 SCGS ON THE RIGHT.
 ED2362'CONTINUE NORTHEASTERLY ON HIGHWAY S-4-688 FOR 0.7 KM (0.55 MI) TO
 ED2362'THE STATION ON THE LEFT.
 ED2362'
 ED2362'THE STATION IS A STANDARD SCGS DISK
 ED2362'STAMPED---AZ MK 4 032 1981---,
 ED2362'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2362'FLUSH WITH GROUND.  IT IS LOCATED
 ED2362'7.0 METERS (22.96 FT) WEST FROM THE APPROXIMATE CENTER OF A
 ED2362'PAVED ROAD,
 ED2362'2.15 METERS (7.05 FT) NORTH FROM A METAL WITNESS POST AND
 ED2362'2.0 METERS (6.56 FT) WEST FROM A POWER POLE WITH A
 ED2362'TRANSFORMER AND A GUY WIRE.
 ED2362'
 ED2362'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2362'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2362
 ED2362                          STATION RECOVERY (1981)
 ED2362
 ED2362'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2362'RECOVERED IN GOOD CONDITION.
 ED2362
 ED2362                          STATION RECOVERY (1992)
 ED2362
 ED2362'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2362'STATION IS LOCATED 3.4 MILES EAST OF STARR, 4.7 MILES
 ED2362'NORTH NORTHEAST OF
 ED2362'IVA. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2362'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2362'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 413,
 ED2362'6.7 MILES EAST SOUTHEAST OF STARR, GO SOUTHWEST ON HIGHWAY 413 FOR 2.2
 ED2362'MILES TO THE JUNCTION OF HEBRON CHURCH ROAD RIGHT AND BURDETT ROAD
 ED2362'LEFT, TURN RIGHT ON HEBRON CHURCH ROAD FOR 2.15 MILES TO THE JUNCTION
 ED2362'OF STATE ROADS 688 (SEXTON GIN ROAD) AND 156 (FIRST AVENUE) AHEAD,
 ED2362'TURN RIGHT ON ROAD 688 FOR 0.7 MILE TO THE END OF STATE MAINTENANCE,
 ED2362'CONTINUE AHEAD ON PAVED ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT
 ED2362'NEAR A POWER POLE.
 ED2362'STATION IS A CONCRETE POST RECESSED 2 INCHES AND 0.5 FOOT BELOW THE
 ED2362'ROAD, 32.0 FT WEST OF THE CENTER OF THE ROAD, 6.6 FT WEST OF THE
 ED2362'POWER POLE WITH TWO GUY WIRES, 7.3 FT NORTH OF A WITNESS POST.
 ED2362'RECOVERED BY R.W. ROBERTS.
 ED2362
 ED2362                          STATION RECOVERY (2001)
 ED2362
 ED2362'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 ED2362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2357 ***********************************************************************
 ED2357  DESIGNATION -  4 033
 ED2357  PID         -  ED2357
 ED2357  STATE/COUNTY-  SC/ANDERSON
 ED2357  USGS QUAD   -  ANTREVILLE (1964)
 ED2357
 ED2357                         *CURRENT SURVEY CONTROL
 ED2357  ___________________________________________________________________
 ED2357* NAD 83(2001)-  34 21 35.21105(N)    082 36 35.43793(W)     ADJUSTED  
 ED2357* NAVD 88     -       227.4    (meters)     746.     (feet)  GPS OBS   
 ED2357  ___________________________________________________________________
 ED2357  X           -     677,983.628 (meters)                     COMP
 ED2357  Y           -  -5,227,216.072 (meters)                     COMP
 ED2357  Z           -   3,579,573.717 (meters)                     COMP
 ED2357  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 ED2357  ELLIP HEIGHT-         197.46  (meters)          (12/20/99) GPS OBS
 ED2357  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 ED2357
 ED2357  HORZ ORDER  -  FIRST
 ED2357  ELLP ORDER  -  FOURTH    CLASS I
 ED2357
 ED2357.The horizontal coordinates were established by GPS observations
 ED2357.and adjusted by the National Geodetic Survey in March 2004..
 ED2357
 ED2357.The orthometric height was determined by GPS observations and a
 ED2357.high-resolution geoid model.
 ED2357
 ED2357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2357
 ED2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2357
 ED2357.The ellipsoidal height was determined by GPS observations
 ED2357.and is referenced to NAD 83.
 ED2357
 ED2357.The geoid height was determined by GEOID03.
 ED2357
 ED2357;                    North         East     Units Scale Factor Converg.
 ED2357;SPC SC       -   281,330.612   461,530.686   MT  0.99986611   -0 53 33.0
 ED2357;SPC SC       -   923,000.70  1,514,208.29   iFT  0.99986611   -0 53 33.0
 ED2357;UTM  17      - 3,803,222.926   351,956.979   MT  0.99987016   -0 54 31.5
 ED2357
 ED2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2357!SPC SC       -   0.99996900  x   0.99986611  =   0.99983512
 ED2357!UTM  17      -   0.99996900  x   0.99987016  =   0.99983917
 ED2357
 ED2357:                Primary Azimuth Mark                     Grid Az
 ED2357:SPC SC       -  4 033 AZ MK                              312 14 43.9
 ED2357:UTM  17      -  4 033 AZ MK                              312 15 42.4
 ED2357
 ED2357|---------------------------------------------------------------------|
 ED2357| PID    Reference Object                     Distance      Geod. Az  |
 ED2357|                                                           dddmmss.s |
 ED2357| ED2358 4 033 AZ MK                         APPROX. 0.9 KM 3112110.9 |
 ED2357|---------------------------------------------------------------------|
 ED2357
 ED2357                          SUPERSEDED SURVEY CONTROL
 ED2357
 ED2357  NAD 83(1995)-  34 21 35.21197(N)    082 36 35.43903(W) AD(       ) 1
 ED2357  NAD 83(1986)-  34 21 35.21945(N)    082 36 35.43585(W) AD(       ) 1
 ED2357  NAD 83(1986)-  34 21 35.21945(N)    082 36 35.43585(W) AD(       ) 2
 ED2357  NAD 27      -  34 21 34.83886(N)    082 36 35.96625(W) AD(       ) 2
 ED2357  NGVD 29 (07/19/86)  227.5    (m)          746.     (f) VERT ANG       
 ED2357
 ED2357.Superseded values are not recommended for survey control.
 ED2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2357.See file dsdata.txt to determine how the superseded data were derived.
 ED2357
 ED2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5195703223(NAD 83)
 ED2357_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2357_SP_SET: CONCRETE POST
 ED2357_STAMPING: HORZ 4 033 1981
 ED2357_MARK LOGO: SCGS  
 ED2357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2357+STABILITY: SURFACE MOTION
 ED2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2357+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1992
 ED2357
 ED2357  HISTORY     - Date     Condition        Report By
 ED2357  HISTORY     - 1981     MONUMENTED       SCGS
 ED2357  HISTORY     - 1981     GOOD             SCGS
 ED2357  HISTORY     - 19921101 GOOD             NGS
 ED2357
 ED2357                          STATION DESCRIPTION
 ED2357
 ED2357'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2357'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) SOUTHWEST OF
 ED2357'BELTON, 16.9 KM (10.5 MI) SOUTH SOUTHEAST OF ANDERSON, 8.0 KM
 ED2357'(5.0 MI) NORTHEAST OF EVA.
 ED2357'OWNERSHIP--GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO BOX 191
 ED2357'COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2357'
 ED2357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 413 AND
 ED2357'28, WHICH IS ABOUT 8.0 KM (5.0 MI) SOUTH-SOUTHEAST OF ANDERSON.
 ED2357'GO SOUTHWEST ON HIGHWAY 413 FOR 2.5 KM (1.55 MI) TO THE CARSWELL
 ED2357'BAPTIST CHURCH ON THE LEFT AND A PAVED CROSSROAD
 ED2357'COUNTY ROAD S-4-49.  TURN RIGHT NORTHWEST
 ED2357'ON HIGHWAY 49 FOR 0.7 KM (0.45 MI) TO A FORK RIGHT.
 ED2357'KEEP LEFT FORK ON HIGHWAY 49 AND GO 0.7 KM (0.45 MI)
 ED2357'TO A FORK RIGHT AND STATION AT THE FORK.
 ED2357'
 ED2357'THE STATION IS A STANDARD SCGS DISK
 ED2357'STAMPED---HORZ 4 033 1981---,
 ED2357'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2357'FLUSH WITH GROUND.  IT IS LOCATED
 ED2357'7.47 METERS (24.5 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 ED2357'CENTER OF ROAD S-4-49,
 ED2357'6.1 METERS (20.0 FT) SOUTH FROM THE CENTER OF A PAVED ROAD,
 ED2357'3.08 METERS (10.1 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 ED2357'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2357'STAMPED---HORZ 4 033 1981---,
 ED2357'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2357'
 ED2357'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2357'STAMPED---AZ MK 4 033 1981---,
 ED2357'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2357'FLUSH WITH GROUND.  IT IS LOCATED
 ED2357'20.48 METERS (67.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 ED2357'CINDER BLOCK BUILDING,
 ED2357'11.12 METERS (36.5 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2357'OF HIGHWAY 49,
 ED2357'9.35 METERS (30.7 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2357'PAVED ROAD AND
 ED2357'0.62 METER (2.0 FT) SOUTHWEST FROM A METAL WITNESS POST.
 ED2357'
 ED2357'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWEST ON
 ED2357'HIGHWAY 49 FOR 0.9 KM (0.55 MI) TO A FORK AND THE
 ED2357'AZIMUTH MARK ON THE LEFT IN A GRASSY TRIANGLE.
 ED2357'
 ED2357'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2357'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2357
 ED2357                          STATION RECOVERY (1981)
 ED2357
 ED2357'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2357'RECOVERED IN GOOD CONDITION.
 ED2357
 ED2357                          STATION RECOVERY (1992)
 ED2357
 ED2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2357'STATION IS LOCATED 5.0 MILES (8.0 KM) EAST SOUTHEAST OF STARR, 4.8
 ED2357'MILES (7.7 KM) NORTHEAST OF IVA. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2357'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2357'803-737-1350.
 ED2357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 413,
 ED2357'6.7 MILES (10.8 KM) EAST SOUTHEAST OF STARR, GO SOUTHWEST ON HIGHWAY
 ED2357'413 FOR 1.55 MILES (2.49 KM) TO THE JUNCTION OF STATE ROAD 49 (FLAT
 ED2357'ROCK ROAD), TURN RIGHT ON ROAD 49 FOR 0.9 MILE (1.4 KM) TO A FORK
 ED2357'RIGHT (ADREN ROAD) AND THE STATION IN THE NORTHWEST ANGLE.
 ED2357'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 ED2357'(15.2 CM) BELOW ROAD 49, 25.1 FEET (7.7 M) EAST NORTHEAST OF THE
 ED2357'CENTER OF ROAD 49, 20.0 FEET (6.1 M) WEST OF THE CENTER OF ADREN
 ED2357'ROAD, 139.0 FEET (42.4 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER
 ED2357'091038/024210 WITH GUY WIRE, 10.0 FEET (3.0 M) SOUTH SOUTHEAST OF A
 ED2357'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2358 ***********************************************************************
 ED2358  DESIGNATION -  4 033 AZ MK
 ED2358  PID         -  ED2358
 ED2358  STATE/COUNTY-  SC/ANDERSON
 ED2358  USGS QUAD   -  ANTREVILLE (1964)
 ED2358
 ED2358                         *CURRENT SURVEY CONTROL
 ED2358  ___________________________________________________________________
 ED2358* NAD 83(2001)-  34 21 54.49045(N)    082 37 01.85374(W)     ADJUSTED  
 ED2358* NAVD 88     -       225.6    (meters)     740.     (feet)  VERTCON   
 ED2358  ___________________________________________________________________
 ED2358  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 ED2358  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 ED2358
 ED2358  HORZ ORDER  -  SECOND
 ED2358
 ED2358.The horizontal coordinates were established by classical geodetic methods
 ED2358.and adjusted by the National Geodetic Survey in March 2004..
 ED2358
 ED2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2358
 ED2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2358
 ED2358.The geoid height was determined by GEOID03.
 ED2358
 ED2358;                    North         East     Units Scale Factor Converg.
 ED2358;SPC SC       -   281,935.064   460,865.130   MT  0.99986724   -0 53 47.6
 ED2358;SPC SC       -   924,983.81  1,512,024.70   iFT  0.99986724   -0 53 47.6
 ED2358;UTM  17      - 3,803,827.571   351,291.592   MT  0.99987259   -0 54 46.8
 ED2358
 ED2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2358!SPC SC       -   0.99996930  x   0.99986724  =   0.99983654
 ED2358!UTM  17      -   0.99996930  x   0.99987259  =   0.99984189
 ED2358
 ED2358                          SUPERSEDED SURVEY CONTROL
 ED2358
 ED2358  NAD 83(1986)-  34 21 54.49880(N)    082 37 01.85171(W) AD(       ) 2
 ED2358  NAD 27      -  34 21 54.11892(N)    082 37 02.38108(W) AD(       ) 2
 ED2358  NGVD 29 (07/19/86)  225.7    (m)          740.     (f) VERT ANG       
 ED2358
 ED2358.Superseded values are not recommended for survey control.
 ED2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2358.See file dsdata.txt to determine how the superseded data were derived.
 ED2358
 ED2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5129203828(NAD 83)
 ED2358_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2358_SP_SET: CONCRETE POST
 ED2358_STAMPING: AZ MK 4 033 1981
 ED2358_MARK LOGO: SCGS  
 ED2358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2358+STABILITY: SURFACE MOTION
 ED2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2358+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1992
 ED2358
 ED2358  HISTORY     - Date     Condition        Report By
 ED2358  HISTORY     - 1981     MONUMENTED       SCGS
 ED2358  HISTORY     - 1981     GOOD             SCGS
 ED2358  HISTORY     - 19920219 GOOD             SCGS
 ED2358
 ED2358                          STATION DESCRIPTION
 ED2358
 ED2358'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2358'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) SOUTHWEST OF
 ED2358'BELTON, 16.9 KM (10.5 MI) SOUTH-SOUTHEAST OF ANDERSON, 8.0 KM
 ED2358'(5.0 MI) NORTHEAST OF IVA.
 ED2358'OWNERSHIP--GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO BOX 191
 ED2358'COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2358'
 ED2358'TO REACH THE STATION FROM THE JUNCTION
 ED2358'OF STATE HIGHWAYS 413 AND 28, WHICH
 ED2358'IS ABOUT 8.0 KM (5.0 MI) SOUTH-SOUTHEAST OF ANDERSON.
 ED2358'GO SOUTHWEST ON HIGHWAY 413 FOR 2.5 KM (1.55 MI) TO THE CARSWELL
 ED2358'BAPTIST CHURCH ON THE LEFT AND A PAVED CROSSROAD, COUNTY ROAD S-4-49.
 ED2358'TURN RIGHT NORTHWEST ON HIGHWAY 49 FOR 0.7 KM (0.45 MI) TO A
 ED2358'FORK.  KEEP LEFT FORK ON HIGHWAY 49 AND GO 0.7 KM (0.45 MI)
 ED2358'TO A FORK AND STATION 4 033 SCGS.
 ED2358'CONTINUE ON HIGHWAY 49, NORTHWEST
 ED2358'FOR 0.9 KM (0.55 MI) TO A FORK AND THE STATION ON THE
 ED2358'LEFT IN A GRASSY TRIANGLE.
 ED2358'
 ED2358'THE STATION IS A STANDARD SCGS DISK
 ED2358'STAMPED---AZ MK 4 033 1981---,
 ED2358'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2358'FLUSH WITH GROUND.  IT IS LOCATED
 ED2358'20.48 METERS (67.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 ED2358'OF A CINDER BLOCK BUILDING,
 ED2358'11.12 METERS (36.5 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2358'OF HIGHWAY 49,
 ED2358'9.35 METERS (30.7 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2358'PAVED ROAD AND
 ED2358'0.62 METERS (2.0 FT) SOUTHWEST FROM A METAL WITNESS POST.
 ED2358'
 ED2358'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2358'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2358
 ED2358                          STATION RECOVERY (1981)
 ED2358
 ED2358'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2358'RECOVERED IN GOOD CONDITION.
 ED2358
 ED2358                          STATION RECOVERY (1992)
 ED2358
 ED2358'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2358'STATION IS LOCATED 4.5 MILES EAST SOUTHEAST OF STARR, 4.8 MILES
 ED2358'NORTHEAST OF IVA. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 ED2358'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2358'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 413,
 ED2358'6.7 MILES EAST SOUTHEAST OF STARR, GO SOUTHWEST ON HIGHWAY 413 FOR
 ED2358'1.55 MILES TO THE JUNCTION OF STATE ROAD 49 (FLAT ROCK ROAD), TURN
 ED2358'RIGHT ON ROAD 49 FOR 1.45 MILES TO THE JUNCTION OF PETTIGREW ROAD TO
 ED2358'THE LEFT AND THE STATION IN A GRASS TRIANGLE IN THE NORTH ANGLE.
 ED2358'STATION IS A CONCRETE POST RECESSED 1 INCH AND 0.3 FOOT BELOW ROAD 49,
 ED2358'39.6 FT WEST SOUTHWEST OF ROAD 49, 24.2 FT NORTH NORTHEAST OF
 ED2358'PETTIGREW ROAD, 5.4 FT SOUTH SOUTHWEST OF THE SOUTH CORNER OF A SIGN
 ED2358'POST BASE, 67.3 FT SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED
 ED2358'VINYL-SIDED BUILDING, 2.0 FT WEST SOUTHWEST OF A WITNESS POST.
 ED2358'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2373 ***********************************************************************
 ED2373  DESIGNATION -  4 034
 ED2373  PID         -  ED2373
 ED2373  STATE/COUNTY-  SC/ANDERSON
 ED2373  USGS QUAD   -  IVA (1979)
 ED2373
 ED2373                         *CURRENT SURVEY CONTROL
 ED2373  ___________________________________________________________________
 ED2373* NAD 83(2001)-  34 22 00.59753(N)    082 42 50.32120(W)     ADJUSTED  
 ED2373* NAVD 88     -       221.8    (meters)     728.     (feet)  VERTCON   
 ED2373  ___________________________________________________________________
 ED2373  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 ED2373  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ED2373
 ED2373  HORZ ORDER  -  SECOND
 ED2373
 ED2373.The horizontal coordinates were established by classical geodetic methods
 ED2373.and adjusted by the National Geodetic Survey in March 2004..
 ED2373
 ED2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2373
 ED2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2373
 ED2373.The geoid height was determined by GEOID03.
 ED2373
 ED2373;                    North         East     Units Scale Factor Converg.
 ED2373;SPC SC       -   282,266.670   451,966.508   MT  0.99986760   -0 57 00.8
 ED2373;SPC SC       -   926,071.75  1,482,829.75   iFT  0.99986760   -0 57 00.8
 ED2373;UTM  17      - 3,804,161.820   342,392.874   MT  0.99990619   -0 58 03.8
 ED2373
 ED2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2373!SPC SC       -   0.99996990  x   0.99986760  =   0.99983750
 ED2373!UTM  17      -   0.99996990  x   0.99990619  =   0.99987609
 ED2373
 ED2373:                Primary Azimuth Mark                     Grid Az
 ED2373:SPC SC       -  STARR TEXTILE MILLS TK                   100 21 46.3
 ED2373:UTM  17      -  STARR TEXTILE MILLS TK                   100 22 49.3
 ED2373
 ED2373|---------------------------------------------------------------------|
 ED2373| PID    Reference Object                     Distance      Geod. Az  |
 ED2373|                                                           dddmmss.s |
 ED2373| ED2368 STARR TEXTILE MILLS TK              APPROX. 2.5 KM 0992445.5 |
 ED2373| ED2374 4 034 AZ MK                         APPROX. 1.0 KM 2215810.0 |
 ED2373|---------------------------------------------------------------------|
 ED2373
 ED2373                          SUPERSEDED SURVEY CONTROL
 ED2373
 ED2373  NAD 83(1986)-  34 22 00.60598(N)    082 42 50.31908(W) AD(       ) 2
 ED2373  NAD 27      -  34 22 00.22913(N)    082 42 50.83715(W) AD(       ) 2
 ED2373  NGVD 29 (07/19/86)  221.9    (m)          728.     (f) VERT ANG       
 ED2373
 ED2373.Superseded values are not recommended for survey control.
 ED2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2373.See file dsdata.txt to determine how the superseded data were derived.
 ED2373
 ED2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4239304162(NAD 83)
 ED2373_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2373_SP_SET: CONCRETE POST
 ED2373_STAMPING: HORZ 4 034 1981
 ED2373_MARK LOGO: SCGS  
 ED2373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2373+STABILITY: SURFACE MOTION
 ED2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2373+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 ED2373
 ED2373  HISTORY     - Date     Condition        Report By
 ED2373  HISTORY     - 1981     MONUMENTED       SCGS
 ED2373  HISTORY     - 1981     GOOD             SCGS
 ED2373  HISTORY     - 19920219 GOOD             SCGS
 ED2373  HISTORY     - 20010627 GOOD             USPSQD
 ED2373
 ED2373                          STATION DESCRIPTION
 ED2373
 ED2373'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2373'THE STATION IS LOCATED ABOUT 16 KM (10 MI)
 ED2373'SOUTH-SOUTHWEST OF ANDERSON, 8 KM (5 MI) NORTH-NORTHWEST OF
 ED2373'IVA, 2.5 KM (1.5 MI) SOUTHWEST OF STARR, ALONG
 ED2373'STATE HIGHWAY 181 ON ROAD RIGHT-OF-WAY.
 ED2373'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION
 ED2373'ENGINEER, PO BOX 191, COLUMBIA SC 29202,
 ED2373'PHONE 803-758-3414.
 ED2373'
 ED2373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED2373'181 AND 81 ON THE NORTH SIDE OF STARR.  GO SOUTHWEST
 ED2373'ON HIGHWAY 181 FOR 0.7 KM (0.4 MI) TO THE JUNCTION
 ED2373'OF STATE HIGHWAY 412.  CONTINUE SOUTHWEST ON HIGHWAY
 ED2373'181 FOR 1.8 KM (1.1 MI) TO A FORK LEFT.  CONTINUE ON
 ED2373'HIGHWAY 181 FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 ED2373'RIGHT.
 ED2373'
 ED2373'THE STATION IS A STANDARD SCGS DISK
 ED2373'STAMPED---HORZ 4 034 1981---,
 ED2373'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2373'FLUSH WITH GROUND.  IT IS LOCATED
 ED2373'10.7 METERS (35.1 FT) NORTHWEST FROM THE CENTER OF A PAVED ROAD,
 ED2373'2.8 METERS (9.2 FT) SOUTHWEST FROM A BARBED WIRE FENCE CORNER, AND
 ED2373'1.4 METERS (4.6 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 ED2373'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2373'STAMPED---HORZ 4 034 1981---,
 ED2373'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2373'
 ED2373'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2373'STAMPED---AZ MK 4 034 1981---,
 ED2373'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2373'FLUSH WITH GROUND.  IT IS LOCATED
 ED2373'66.4 METERS (217.8 FT) SOUTHWEST FROM THE CENTER OF A PAVED ROAD,
 ED2373'21.5 METERS (70.5 FT) NORTHWEST FROM AN UTILITY POLE WITH A
 ED2373'SAFETY LIGHT,
 ED2373'18.7 METERS (61.4 FT) SOUTHEAST FROM THE CENTER OF
 ED2373'HIGHWAY 187 AND
 ED2373'18.1 METERS (59.4 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER
 ED2373'OF A GREEN WOOD FRAME HOUSE.
 ED2373'
 ED2373'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWESTERLY
 ED2373'ON HIGHWAY 181 FOR 0.9 KM (0.5 MI) TO A PAVED CROSSROAD.
 ED2373'CONTINUE ON HIGHWAY 181 FOR 0.1 KM (0.05 MI) TO THE
 ED2373'AZIMUTH MARK ON THE LEFT.
 ED2373'
 ED2373'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2373'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2373
 ED2373                          STATION RECOVERY (1981)
 ED2373
 ED2373'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2373'RECOVERED IN GOOD CONDITION.
 ED2373
 ED2373                          STATION RECOVERY (1992)
 ED2373
 ED2373'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2373'STATION IS LOCATED 1.35 MILES SOUTHWEST OF STARR. OWNERSHIP--SCDHPT,
 ED2373'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2373'803-737-1350.
 ED2373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 181 (SMITH
 ED2373'MCGEE ROAD) AND 412 (STONES THROW AVENUE) IN STARR, GO SOUTHWEST ON
 ED2373'HIGHWAY 181 FOR 1.05 MILES TO A ROAD LEFT (OLD FARM LANE), CONTINUE ON
 ED2373'HIGHWAY 181 FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR A FENCE
 ED2373'CORNER ON THE SOUTHWEST SIDE OF A CONCRETE BLOCK AND STEEL SHINGLED
 ED2373'TRACTOR BARN.
 ED2373'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2373'HIGHWAY, 8.8 FT SOUTH SOUTHWEST OF THE EAST FENCE CORNER POST WITH A
 ED2373'SCGS REFERENCE WASHER ATTACHED, 34.7 FT NORTHWEST OF THE CENTER OF
 ED2373'THE HIGHWAY, 46.0 FT SOUTHWEST OF THE SOUTHWEST WOODEN POST
 ED2373'SUPPORTING THE AWNING OF THE BARN, 1.5 FT SOUTHEAST OF THE FENCE
 ED2373'LINE, 4.5 FT SOUTHWEST OF A WITNESS POST.
 ED2373'RECOVERED BY R.W. ROBERTS.
 ED2373
 ED2373                          STATION RECOVERY (2001)
 ED2373
 ED2373'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 ED2373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2483 ***********************************************************************
 ED2483  DESIGNATION -  4 035
 ED2483  PID         -  ED2483
 ED2483  STATE/COUNTY-  SC/ANDERSON
 ED2483  USGS QUAD   -  HARTWELL DAM (1985)
 ED2483
 ED2483                         *CURRENT SURVEY CONTROL
 ED2483  ___________________________________________________________________
 ED2483* NAD 83(2001)-  34 19 51.74088(N)    082 45 17.09347(W)     ADJUSTED  
 ED2483* NAVD 88     -       210.7    (meters)     691.     (feet)  GPS OBS   
 ED2483  ___________________________________________________________________
 ED2483  X           -     664,986.661 (meters)                     COMP
 ED2483  Y           -  -5,230,684.749 (meters)                     COMP
 ED2483  Z           -   3,576,931.782 (meters)                     COMP
 ED2483  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 ED2483  ELLIP HEIGHT-         180.71  (meters)          (12/20/99) GPS OBS
 ED2483  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 ED2483
 ED2483  HORZ ORDER  -  FIRST
 ED2483  ELLP ORDER  -  FOURTH    CLASS I
 ED2483
 ED2483.The horizontal coordinates were established by GPS observations
 ED2483.and adjusted by the National Geodetic Survey in March 2004..
 ED2483
 ED2483.The orthometric height was determined by GPS observations and a
 ED2483.high-resolution geoid model.
 ED2483
 ED2483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2483
 ED2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2483
 ED2483.The ellipsoidal height was determined by GPS observations
 ED2483.and is referenced to NAD 83.
 ED2483
 ED2483.The geoid height was determined by GEOID03.
 ED2483
 ED2483;                    North         East     Units Scale Factor Converg.
 ED2483;SPC SC       -   278,360.180   448,149.862   MT  0.99986020   -0 58 22.2
 ED2483;SPC SC       -   913,255.18  1,470,307.95   iFT  0.99986020   -0 58 22.2
 ED2483;SPC GA E     -   480,377.282   145,886.939   MT  0.99993608   -0 19 54.0
 ED2483;SPC GA E     - 1,576,037.80    478,630.73   sFT  0.99993608   -0 19 54.0
 ED2483;UTM  17      - 3,800,256.285   338,574.862   MT  0.99992121   -0 59 23.4
 ED2483
 ED2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2483!SPC SC       -   0.99997163  x   0.99986020  =   0.99983184
 ED2483!SPC GA E     -   0.99997163  x   0.99993608  =   0.99990772
 ED2483!UTM  17      -   0.99997163  x   0.99992121  =   0.99989285
 ED2483
 ED2483:                Primary Azimuth Mark                     Grid Az
 ED2483:SPC SC       -  4 035 AZ MK                              353 15 36.9
 ED2483:SPC GA E     -  4 035 AZ MK                              352 37 08.7
 ED2483:UTM  17      -  4 035 AZ MK                              353 16 38.1
 ED2483
 ED2483|---------------------------------------------------------------------|
 ED2483| PID    Reference Object                     Distance      Geod. Az  |
 ED2483|                                                           dddmmss.s |
 ED2483| ED2484 4 035 AZ MK                         APPROX. 0.8 KM 3521714.7 |
 ED2483|---------------------------------------------------------------------|
 ED2483
 ED2483                          SUPERSEDED SURVEY CONTROL
 ED2483
 ED2483  NAD 83(1995)-  34 19 51.74088(N)    082 45 17.09374(W) AD(       ) 1
 ED2483  NAD 83(1986)-  34 19 51.74888(N)    082 45 17.09099(W) AD(       ) 1
 ED2483  NAD 83(1986)-  34 19 51.74888(N)    082 45 17.09099(W) AD(       ) 2
 ED2483  NAD 27      -  34 19 51.36994(N)    082 45 17.60606(W) AD(       ) 2
 ED2483  NGVD 29 (07/19/86)  211.1    (m)          693.     (f) VERT ANG       
 ED2483
 ED2483.Superseded values are not recommended for survey control.
 ED2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2483.See file dsdata.txt to determine how the superseded data were derived.
 ED2483
 ED2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3857500256(NAD 83)
 ED2483_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2483_SP_SET: CONCRETE POST
 ED2483_STAMPING: HORZ 4 035 1981
 ED2483_MARK LOGO: SCGS  
 ED2483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2483+STABILITY: SURFACE MOTION
 ED2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2483+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1992
 ED2483
 ED2483  HISTORY     - Date     Condition        Report By
 ED2483  HISTORY     - 1981     MONUMENTED       SCGS
 ED2483  HISTORY     - 1981     GOOD             SCGS
 ED2483  HISTORY     - 19921101 GOOD             NGS
 ED2483
 ED2483                          STATION DESCRIPTION
 ED2483
 ED2483'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2483'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTH-SOUTHEAST OF
 ED2483'SADLERS CREEK STATE PARK, 10.5 KM (6.5 MI) WEST NORTHWEST OF IVA
 ED2483'AND 5.6 KM (3.5 MI) SOUTHWEST OF STARR, AT THE GROVE SCHOOL
 ED2483'COMMUNITY CENTER, ALONG STATE HIGHWAY 187.
 ED2483'OWNERSHIP--G E SIMPSON, GROVE SCHOOL COMMUNITY CENTER, ROUTE 3
 ED2483'IVA SC 29655, PHONE 803-352-6430.
 ED2483'
 ED2483'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 181 AND
 ED2483'81 ON THE NORTH SIDE OF STARR, GO SOUTHWEST ON HIGHWAY 181 FOR
 ED2483'0.7 KM (0.45 MI) TO THE JUNCTION WITH STATE HIGHWAY 412,
 ED2483'CONTINUE SOUTHWEST ON HIGHWAY 181 FOR 5.1 KM (3.15 MI) TO
 ED2483'THE JUNCTION WITH STATE HIGHWAY 187, ON THE RIGHT.  CONTINUE
 ED2483'SOUTHWEST ON HIGHWAYS 181 AND 187 FOR 1.3 KM (0.8 MI) TO A
 ED2483'FORK LEFT (STATE HIGHWAY 187), TAKE THE LEFT FORK FOR 0.4 KM
 ED2483'(0.25 MI) TO THE AZIMUTH MARK ON THE LEFT, AT THE NORTHEAST
 ED2483'CORNER OF WAKEFIELD DRIVE, CONTINUE SOUTH-SOUTHEAST ON
 ED2483'HIGHWAY 187 FOR 0.6 KM (0.4 MI) TO SARA SIMPSON ROAD ON THE
 ED2483'RIGHT, TURN RIGHT AND GO 0.1 KM (0.05 MI) TO THE STATION ON
 ED2483'THE LEFT, AT THE MOST EASTERLY RECREATION POWER POLE.
 ED2483'
 ED2483'THE STATION IS A STANDARD SCGS DISK
 ED2483'STAMPED---HORZ 4 035 1981---,
 ED2483'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2483'FLUSH WITH GROUND.  IT IS LOCATED
 ED2483'68.58 METERS (225.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 ED2483'CENTER OF HIGHWAY 187,
 ED2483'48.16 METERS (158.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 ED2483'COUNTY ROAD S-4-555 (SARA SIMPSON ROAD),
 ED2483'22.71 METERS (74.5 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER
 ED2483'OF THE GROVE SCHOOL COMMUNITY CENTER AND
 ED2483'1.0 METER (3.3 FT) NORTHWEST FROM A POWER POLE WITH RECREATION
 ED2483'LIGHT.
 ED2483'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2483'STAMPED---HORZ 4 035 1981---,
 ED2483'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2483'
 ED2483'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2483'STAMPED---AZ MK 4 035 19801---,
 ED2483'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2483'FLUSH WITH GROUND.  IT IS LOCATED
 ED2483'14.78 METERS (48.5 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED2483'CENTER OF WAKEFIELD DRIVE,
 ED2483'8.53 METERS (28.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2483'HIGHWAY 187 AND
 ED2483'1.46 METERS (4.8 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 ED2483'
 ED2483'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2483'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2483
 ED2483                          STATION RECOVERY (1981)
 ED2483
 ED2483'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2483'RECOVERED IN GOOD CONDITION.
 ED2483
 ED2483                          STATION RECOVERY (1992)
 ED2483
 ED2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED2483'STATION IS LOCATED 4.6 MILES (7.4 KM) SOUTHWEST OF STARR, 5.4 MILES
 ED2483'(8.7 KM) WEST NORTHWEST OF IVA. OWNERSHIP--GROVE COMMUNITY CENTER,
 ED2483'ROUTE 3, IVA, SC 29655.
 ED2483'TO REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAYS 181 AND
 ED2483'187, 4.1 MILES (6.6 KM) SOUTHWEST OF STARR, GO SOUTHWEST ON HIGHWAY
 ED2483'187 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 555 (SARAH
 ED2483'SIMPSON ROAD), TURN RIGHT ON ROAD 555 FOR 0.05 MILE (0.08 KM) TO THE
 ED2483'GROVE SCHOOL COMMUNITY CENTER ON THE LEFT AND THE STATION ON THE
 ED2483'SOUTH SIDE OF THE BUILDING NEAR A TALL WOODEN POLE (FORMERLY A LIGHT
 ED2483'POST FOR A BASEBALL FIELD).
 ED2483'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED2483'ROAD, 3.0 FEET (0.9 M) NORTHWEST OF THE WOODEN POLE WITH A SCGS
 ED2483'REFERENCE WASHER ATTACHED, 63.2 FEET (19.3 M) EAST NORTHEAST OF A
 ED2483'POWER POLE WITH SECURITY LIGHT, TRANSFORMER AND A GUY WIRE, 74.2 FEET
 ED2483'(22.6 M) EAST SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING, 163.5
 ED2483'FEET (49.8 M) SOUTHEAST OF THE CENTER OF THE ROAD, 223.0 FEET
 ED2483'(68.0 M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.4 FEET
 ED2483'(0.7 M) NORTHWEST OF A WITNESS POST.
 ED2483'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 035 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2484 ***********************************************************************
 ED2484  DESIGNATION -  4 035 AZ MK
 ED2484  PID         -  ED2484
 ED2484  STATE/COUNTY-  SC/ANDERSON
 ED2484  USGS QUAD   -  HARTWELL DAM (1985)
 ED2484
 ED2484                         *CURRENT SURVEY CONTROL
 ED2484  ___________________________________________________________________
 ED2484* NAD 83(2001)-  34 20 17.04111(N)    082 45 21.22404(W)     ADJUSTED  
 ED2484* NAVD 88     -       207.6    (meters)     681.     (feet)  VERTCON   
 ED2484  ___________________________________________________________________
 ED2484  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 ED2484  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 ED2484
 ED2484  HORZ ORDER  -  SECOND
 ED2484
 ED2484.The horizontal coordinates were established by classical geodetic methods
 ED2484.and adjusted by the National Geodetic Survey in March 2004..
 ED2484
 ED2484.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2484
 ED2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2484
 ED2484.The geoid height was determined by GEOID03.
 ED2484
 ED2484;                    North         East     Units Scale Factor Converg.
 ED2484;SPC SC       -   279,141.340   448,057.547   MT  0.99986162   -0 58 24.5
 ED2484;SPC SC       -   915,818.04  1,470,005.08   iFT  0.99986162   -0 58 24.5
 ED2484;UTM  17      - 3,801,037.519   338,482.775   MT  0.99992157   -0 59 26.4
 ED2484
 ED2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2484!SPC SC       -   0.99997212  x   0.99986162  =   0.99983374
 ED2484!UTM  17      -   0.99997212  x   0.99992157  =   0.99989369
 ED2484
 ED2484                          SUPERSEDED SURVEY CONTROL
 ED2484
 ED2484  NAD 83(1986)-  34 20 17.04905(N)    082 45 21.22165(W) AD(       ) 2
 ED2484  NAD 27      -  34 20 16.67073(N)    082 45 21.73636(W) AD(       ) 2
 ED2484  NGVD 29 (07/19/86)  207.7    (m)          681.     (f) VERT ANG       
 ED2484
 ED2484.Superseded values are not recommended for survey control.
 ED2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2484.See file dsdata.txt to determine how the superseded data were derived.
 ED2484
 ED2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3848301038(NAD 83)
 ED2484_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2484_SP_SET: CONCRETE POST
 ED2484_STAMPING: AZ MK 4 035 1981
 ED2484_MARK LOGO: SCGS  
 ED2484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2484+STABILITY: SURFACE MOTION
 ED2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2484+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1992
 ED2484
 ED2484  HISTORY     - Date     Condition        Report By
 ED2484  HISTORY     - 1981     MONUMENTED       SCGS
 ED2484  HISTORY     - 1981     GOOD             SCGS
 ED2484  HISTORY     - 19920219 GOOD             SCGS
 ED2484
 ED2484                          STATION DESCRIPTION
 ED2484
 ED2484'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2484'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTH SOUTHEAST OF
 ED2484'SADLERS CREEK STATE PARK, 10.5 KM (6.5 MI) WEST NORTHWEST OF IVA,
 ED2484'AND 5.6 KM ( 3.5 MI) SOUTHWEST OF STARR, ALONG STATE HIGHWAY 187 ON
 ED2484'ROAD RIGHT-OF-WAY, SET IN THE NORTHEAST CORNER OF WAKEFIELD
 ED2484'DRIVE.
 ED2484'OWNERSHIP--GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER PO BOX 191,
 ED2484'COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2484'
 ED2484'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 181 AND
 ED2484'81 ON THE NORTH SIDE OF STARR.  GO SOUTHWEST ON HIGHWAY 181 FOR
 ED2484'0.65 KM (0.45 MI) TO THE JUNCTION WITH STATE HIGHWAY 412,
 ED2484'CONTINUE SOUTHWEST ON HIGHWAY 181 FOR 5.05 KM (3.15 MI) TO THE
 ED2484'JUNCTION WITH STATE HIGHWAY 187, ON THE RIGHT, CONTINUE SOUTHWEST
 ED2484'ON HIGHWAY 181, AND 187 FOR 1.3 KM (0.8 MI) TO A FORK ON THE
 ED2484'LEFT, (STATE HIGHWAY 187) TAKE THE LEFT FORK FOR 0.35 KM (0.25 MI)
 ED2484'TO THE AZIMUTH MARK ON THE LEFT, AT THE NORTHEAST CORNER OF
 ED2484'WAKEFIELD DRIVE.
 ED2484'
 ED2484'THE STATION IS A STANDARD SCGS DISK
 ED2484'STAMPED---AZ MK 4 035 1981---,
 ED2484'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2484'FLUSH WITH GROUND.  IT IS LOCATED
 ED2484'14.78 METERS (48.5 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED2484'CENTER OF WAKEFIELD DRIVE,
 ED2484'8.53 METERS (28.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2484'HIGHWAY 187 AND
 ED2484'1.46 METERS (4.8 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 ED2484'
 ED2484'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2484'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2484
 ED2484                          STATION RECOVERY (1981)
 ED2484
 ED2484'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2484'RECOVERED IN GOOD CONDITION.
 ED2484
 ED2484                          STATION RECOVERY (1992)
 ED2484
 ED2484'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2484'STATION IS LOCATED 4.35 SOUTHWEST OF STARR, 5.65 MILES WEST NORTHWEST
 ED2484'OF IVA. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2484'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2484'TO REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAYS 181 AND
 ED2484'187, 4.1 MILES SOUTHWEST OF STARR, GO SOUTHWEST ON HIGHWAY 187 FOR
 ED2484'0.25 MILE TO THE STATION NEAR A FENCE CORNER IN THE NORTHEAST ANGLE OF
 ED2484'WAKEFIELD DRIVE.
 ED2484'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 0.5 FOOT ABOVE THE
 ED2484'HIGHWAY, 27.4 FT EAST OF THE CENTER OF THE HIGHWAY, 2.0 FT WEST OF
 ED2484'A BARBED WIRE FENCE LINE, 20.6 FT NORTH OF THE FENCE CORNER POST,
 ED2484'22.2 FT NORTH NORTHWEST OF A POLE (0/38/2A4D17/6/2) SUPPORTING A
 ED2484'TELEPHONE JUNCTION BOX, 4.4 FT SOUTH OF A WITNESS POST.
 ED2484'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 035.
 ED2484'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2372 ***********************************************************************
 ED2372  DESIGNATION -  4 036
 ED2372  PID         -  ED2372
 ED2372  STATE/COUNTY-  SC/ANDERSON
 ED2372  USGS QUAD   -  IVA (1979)
 ED2372
 ED2372                         *CURRENT SURVEY CONTROL
 ED2372  ___________________________________________________________________
 ED2372* NAD 83(2001)-  34 17 29.24380(N)    082 42 11.64287(W)     ADJUSTED  
 ED2372* NAVD 88     -       193.8    (meters)     636.     (feet)  VERTCON   
 ED2372  ___________________________________________________________________
 ED2372  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 ED2372  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED2372
 ED2372  HORZ ORDER  -  SECOND
 ED2372
 ED2372.The horizontal coordinates were established by classical geodetic methods
 ED2372.and adjusted by the National Geodetic Survey in March 2004..
 ED2372
 ED2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2372
 ED2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2372
 ED2372.The geoid height was determined by GEOID03.
 ED2372
 ED2372;                    North         East     Units Scale Factor Converg.
 ED2372;SPC SC       -   273,891.302   452,816.760   MT  0.99985246   -0 56 39.4
 ED2372;SPC SC       -   898,593.51  1,485,619.29   iFT  0.99985246   -0 56 39.4
 ED2372;UTM  17      - 3,795,785.833   343,240.751   MT  0.99990291   -0 57 35.3
 ED2372
 ED2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2372!SPC SC       -   0.99997426  x   0.99985246  =   0.99982672
 ED2372!UTM  17      -   0.99997426  x   0.99990291  =   0.99987717
 ED2372
 ED2372:                Primary Azimuth Mark                     Grid Az
 ED2372:SPC SC       -  4 036 AZ MK                              135 54 41.5
 ED2372:UTM  17      -  4 036 AZ MK                              135 55 37.4
 ED2372
 ED2372|---------------------------------------------------------------------|
 ED2372| PID    Reference Object                     Distance      Geod. Az  |
 ED2372|                                                           dddmmss.s |
 ED2372| ED2371 4 036 AZ MK                         474.367 METERS 1345802.1 |
 ED2372|---------------------------------------------------------------------|
 ED2372
 ED2372                          SUPERSEDED SURVEY CONTROL
 ED2372
 ED2372  NAD 83(1986)-  34 17 29.25400(N)    082 42 11.64084(W) AD(       ) 2
 ED2372  NAD 27      -  34 17 28.87035(N)    082 42 12.16098(W) AD(       ) 2
 ED2372  NGVD 29 (07/19/86)  193.9    (m)          636.     (f) VERT ANG       
 ED2372
 ED2372.Superseded values are not recommended for survey control.
 ED2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2372.See file dsdata.txt to determine how the superseded data were derived.
 ED2372
 ED2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4324195786(NAD 83)
 ED2372_MARKER: DD = SURVEY DISK
 ED2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2372_SP_SET: CONCRETE POST
 ED2372_STAMPING: HORZ 4 036 1981
 ED2372_MARK LOGO: SCGS  
 ED2372_PROJECTION: FLUSH
 ED2372_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2372+STABILITY: SURFACE MOTION
 ED2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2372+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 ED2372
 ED2372  HISTORY     - Date     Condition        Report By
 ED2372  HISTORY     - 1981     MONUMENTED       SCGS
 ED2372  HISTORY     - 1981     GOOD             SCGS
 ED2372  HISTORY     - 19920219 GOOD             SCGS
 ED2372  HISTORY     - 19970602 GOOD             SCGS
 ED2372  HISTORY     - 20010627 GOOD             USPSQD
 ED2372
 ED2372                          STATION DESCRIPTION
 ED2372
 ED2372'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2372'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTH OF STARR,
 ED2372'8.0 KM (5.0 MI) NORTH OF LOWDENSVILLE, AND 4.0 KM (2.5 MI)
 ED2372'SOUTHWEST OF IVA, ALONG STATE HIGHWAY 184 ON THE NORTH SIDE
 ED2372'OF THE ROAD.
 ED2372'OWNERSHIP--AARON WOODRUFF, ROUTE 3 BOX 53, IVA SC 29655.
 ED2372'
 ED2372'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND
 ED2372'HAMPTON STREET, ON THE NORTH SIDE OF IVA.  GO SOUTHWEST ON
 ED2372'HAMPTON STREET FOR 2.0 KM (1.25 MI) TO A REVERSE FORK LEFT
 ED2372'AND THE JUNCTION WITH STATE HIGHWAY 184, CONTINUE SOUTHWEST ON
 ED2372'HIGHWAY 184 FOR 1.8 KM (1.10 MI) TO A FORK RIGHT, (WARREN WATT
 ED2372'ROAD).  TAKE THE LEFT FORK, STAYING ON HIGHWAY 184 FOR 0.5 KM
 ED2372'(0.3 MI) TO A T-JUNCTION LEFT.  CONTINUE ON HIGHWAY 184 FOR
 ED2372'0.1 KM (0.05 MI), AND THE STATION IS ON THE RIGHT.
 ED2372'
 ED2372'THE STATION IS A STANDARD SCGS DISK
 ED2372'STAMPED---HORZ 4 036 1981---,
 ED2372'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2372'FLUSH WITH GROUND.  IT IS LOCATED
 ED2372'60.05 METERS (197.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 ED2372'OF A WOOD FRAMED HOUSE,
 ED2372'9.50 METERS (31.16 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2372'HIGHWAY 184,
 ED2372'6.0 METERS (19.7 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2372'THE DRIVE LEADING TO A WHITE HOUSE AND
 ED2372'1.6 METERS (5.25 FT) SOUTHEAST FROM A POWER POLE WITH TWO
 ED2372'JUNCTION BOXES.
 ED2372'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2372'STAMPED---HORZ 4 036 1981---,
 ED2372'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2372'
 ED2372'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2372'STAMPED---AZ MK 4 036 1981---,
 ED2372'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2372'FLUSH WITH GROUND.  IT IS LOCATED
 ED2372'10.67 METERS (35.0 FT) EAST FROM A BARBED WIRE FENCE,
 ED2372'8.5 METERS (27.9 FT) WEST FROM THE APPROXIMATE CENTER OF A
 ED2372'PAVED ROAD,
 ED2372'1.7 METERS (5.58 FT) SOUTH FROM A METAL WITNESS POST AND
 ED2372'0.9 METES (2.95 FT) WEST FROM TELEPHONE JUNCTION BOX NUMBER E1F2
 ED2372'
 ED2372'TO REACH AZIMUTH MARK FROM THE STATION G0 NORTHEASTERLY
 ED2372'ON STATE HIGHWAY 184 FOR 0.1 KM (0.05 MI) TO A ROAD RIGHT, TURN
 ED2372'RIGHT AND GO SOUTH-SOUTHEAST FOR 0.5 KM (0.3 MI) TO THE AZIMUTH
 ED2372'MARK ON THE RIGHT.
 ED2372'
 ED2372'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2372'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2372
 ED2372                          STATION RECOVERY (1981)
 ED2372
 ED2372'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2372'RECOVERED IN GOOD CONDITION.
 ED2372
 ED2372                          STATION RECOVERY (1992)
 ED2372
 ED2372'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2372'STATION IS LOCATED 2.5 MILES SOUTHWEST OF IVA. OWNERSHIP--AARON
 ED2372'WOODRUFF, HIGHWAY 184 WEST, BOX 132, IVA, SC 29655, PHONE
 ED2372'803-348-7447.
 ED2372'TO REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAYS 184 AND
 ED2372'187, 4.95 MILES SOUTHWEST OF IVA, GO NORTH ON HIGHWAY 184 FOR 0.95
 ED2372'MILE TO THE JUNCTION OF STATE ROAD 85 (MANNING ROAD), CONTINUE ON
 ED2372'HIGHWAY 184 FOR 1.7 MILES TO THE STATION NEAR A TELEPHONE JUNCTION BOX
 ED2372'IN THE FRONT YARD OF A WOODEN HOUSE.
 ED2372'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FT ABOVE THE
 ED2372'HIGHWAY, 31.0 FT NORTH NORTHWEST OF THE CENTER OF THE ROAD, 18.0
 ED2372'FT EAST NORTHEAST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 200.2
 ED2372'FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 5.0 FT EAST
 ED2372'SOUTHEAST OF AN ABANDONED POWER POLE G/43/1+2+3, 4.3 FT EAST
 ED2372'SOUTHEAST OF THE TELEPHONE JUNCTION BOX, 4.9 FT EAST SOUTHEAST OF A
 ED2372'WITNESS POST.
 ED2372'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 036 AZ MK.
 ED2372'RECOVERED BY R.W. ROBERTS.
 ED2372
 ED2372                          STATION RECOVERY (1997)
 ED2372
 ED2372'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED2372'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTHWEST OF IVA.
 ED2372'OWNERSHIP--AARON WOODRUFF, HIGHWAY 184 WEST, BOX 132, IVA, SC 29655,
 ED2372'PHONE 803-348-7447.  TO REACH THE STATION FROM THE WEST JUNCTION OF
 ED2372'STATE HIGHWAYS 184 AND 187, 4.95 MILES (7.97 KM) SOUTHWEST OF IVA, GO
 ED2372'NORTH ON HIGHWAY 184 FOR 0.95 MILE (1.53 KM) TO THE JUNCTION OF STATE
 ED2372'ROAD 85 (MANNING ROAD) , CONTINUE ON HIGHWAY 184 FOR 1.7 MILES (2.7
 ED2372'KM) TO THE STATION NEAR A TELEPHONE JUNCTION BOX IN THE FRONT YARD OF
 ED2372'A WOODEN HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED2372'2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 31.0 FEET (9.4 M) NORTH NORTHWEST
 ED2372'OF THE CENTER OF THE ROAD, 18.0 FEET (5.5 M) EAST NORTHEAST OF THE
 ED2372'CENTER OF THE DRIVEWAY TO THE HOUSE, 200.2 FEET (61.0 M) SOUTHWEST OF
 ED2372'THE SOUTHWEST CORNER OF THE HOUSE, 5.0 FEET (1.5 M) EAST SOUTHEAST OF
 ED2372'AN ABANDONED POWER POLE G/43/1+2+3, 4.3 FEET (1.3 M) EAST SOUTHEAST OF
 ED2372'THE TELEPHONE JUNCTION BOX, 82.5 FEET (25.1 M) SOUTH SOUTHEAST OF THE
 ED2372'SOUTH CORNER OF CONCRETE STEPS LEADING TO A MOBILE HOME NUMBER 210,
 ED2372'4.9 FEET (1.5 M) EAST SOUTHEAST OF A WITNESS POST.  NOTE-STATION IS
 ED2372'NOT INTERVISIBLE WITH SURVEY STATION 4 036 AZ MK.  RECOVERED BY R.W.
 ED2372'ROBERTS.
 ED2372
 ED2372                          STATION RECOVERY (2001)
 ED2372
 ED2372'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 ED2372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2371 ***********************************************************************
 ED2371  DESIGNATION -  4 036 AZ MK
 ED2371  PID         -  ED2371
 ED2371  STATE/COUNTY-  SC/ANDERSON
 ED2371  USGS QUAD   -  IVA (1979)
 ED2371
 ED2371                         *CURRENT SURVEY CONTROL
 ED2371  ___________________________________________________________________
 ED2371* NAD 83(2001)-  34 17 18.36399(N)    082 41 58.52011(W)     ADJUSTED  
 ED2371* NAVD 88     -       189.1    (meters)     620.     (feet)  VERTCON   
 ED2371  ___________________________________________________________________
 ED2371  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 ED2371  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 ED2371
 ED2371  HORZ ORDER  -  SECOND
 ED2371
 ED2371.The horizontal coordinates were established by classical geodetic methods
 ED2371.and adjusted by the National Geodetic Survey in March 2004..
 ED2371
 ED2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2371
 ED2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2371
 ED2371.The geoid height was determined by GEOID03.
 ED2371
 ED2371;                    North         East     Units Scale Factor Converg.
 ED2371;SPC SC       -   273,550.631   453,146.761   MT  0.99985189   -0 56 32.1
 ED2371;SPC SC       -   897,475.82  1,486,701.97   iFT  0.99985189   -0 56 32.1
 ED2371;UTM  17      - 3,795,445.055   343,570.676   MT  0.99990164   -0 57 27.6
 ED2371
 ED2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2371!SPC SC       -   0.99997499  x   0.99985189  =   0.99982689
 ED2371!UTM  17      -   0.99997499  x   0.99990164  =   0.99987664
 ED2371
 ED2371                          SUPERSEDED SURVEY CONTROL
 ED2371
 ED2371  NAD 83(1986)-  34 17 18.37421(N)    082 41 58.51806(W) AD(       ) 2
 ED2371  NAD 27      -  34 17 17.99021(N)    082 41 59.03868(W) AD(       ) 2
 ED2371  NGVD 29 (07/19/86)  189.2    (m)          621.     (f) VERT ANG       
 ED2371
 ED2371.Superseded values are not recommended for survey control.
 ED2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2371.See file dsdata.txt to determine how the superseded data were derived.
 ED2371
 ED2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4357195445(NAD 83)
 ED2371_MARKER: DD = SURVEY DISK
 ED2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2371_SP_SET: CONCRETE POST
 ED2371_STAMPING: AZ MK 4 036 1981
 ED2371_MARK LOGO: SCGS  
 ED2371_PROJECTION: FLUSH
 ED2371_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2371+STABILITY: SURFACE MOTION
 ED2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2371+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 ED2371
 ED2371  HISTORY     - Date     Condition        Report By
 ED2371  HISTORY     - 1981     MONUMENTED       SCGS
 ED2371  HISTORY     - 1981     GOOD             SCGS
 ED2371  HISTORY     - 19920219 GOOD             SCGS
 ED2371  HISTORY     - 19970602 GOOD             SCGS
 ED2371  HISTORY     - 20010627 GOOD             USPSQD
 ED2371
 ED2371                          STATION DESCRIPTION
 ED2371
 ED2371'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2371'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTH OF STARR,
 ED2371'8.0 KM (5.0 MI) NORTH OF LOWDENSVILLE, AND 4.0 KM (2.5 MI)
 ED2371'SOUTHWEST OF IVA, JUST OFF STATE HIGHWAY 184 ON A COUNTY ROAD HEADING
 ED2371'SOUTH SOUTHEAST ON THE EAST SIDE OF ROAD RIGHT-OF-WAY.
 ED2371'OWNERSHIP--GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO BOX 191,
 ED2371'COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2371'
 ED2371'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND
 ED2371'HAMPTON STREET, ON THE NORTH SIDE OF IVA.  GO SOUTHWEST ON
 ED2371'HAMPTON STREET FOR 1.95 KM (1.25 MI) TO A REVERSE FORK LEFT AND
 ED2371'THE JUNCTION WITH STATE HIGHWAY 184, CONTINUE SOUTHWEST ON
 ED2371'HIGHWAY 184 FOR 1.8 KM (1.10 MI) TO A FORK RIGHT (WARREN WATT
 ED2371'ROAD) TAKE THE LEFT FORK, STAYING ON HIGHWAY 184 FOR 0.5 KM
 ED2371'(0.3 MI) TO A T-JUNCTION LEFT.  TURN LEFT AND GO SOUTH SOUTHEAST
 ED2371'FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 ED2371'
 ED2371'THE STATION IS A STANDARD SCGS DISK
 ED2371'STAMPED---AZ MK 4 036 1981---,
 ED2371'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2371'FLUSH WITH GROUND.  IT IS LOCATED
 ED2371'10.67 METERS (35.0 FT) EAST FROM A BARBED WIRE FENCE,
 ED2371'8.5 METERS (27.9 FT) WEST FROM THE APPROXIMATE CENTER OF A
 ED2371'PAVED ROAD,
 ED2371'1.7 METERS (5.58 FT) SOUTH FROM A METAL WITNESS POST AND
 ED2371'0.9 METER (2.95 FT) WEST FROM TELEPHONE JUNCTION BOX NUMBER E1F22
 ED2371'
 ED2371'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2371'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED2371
 ED2371                          STATION RECOVERY (1981)
 ED2371
 ED2371'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2371'RECOVERED IN GOOD CONDITION.
 ED2371
 ED2371                          STATION RECOVERY (1992)
 ED2371
 ED2371'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2371'STATION IS LOCATED 2.4 MILES SOUTHWEST OF IVA. OWNERSHIP--SCDHPT,
 ED2371'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2371'803-737-1350.
 ED2371'TO REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAYS 184 AND
 ED2371'187, 4.95 MILES SOUTHWEST OF IVA, GO NORTH ON HIGHWAY 184 FOR 0.95
 ED2371'MILE TO THE JUNCTION OF STATE ROAD 85 (MANNING ROAD), CONTINUE ON
 ED2371'HIGHWAY 184 FOR 1.8 MILES TO THE JUNCTION OF STATE ROAD 199 (BARKSDALE
 ED2371'ROAD), TURN RIGHT ON ROAD 199 FOR 0.3 MILE TO THE STATION ON THE RIGHT
 ED2371'NEAR A TELEPHONE JUNCTION BOX SUPPORTED BY A WOODEN POLE
 ED2371'G23/223/E1F/2/2.
 ED2371'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 1.0 FOOT BELOW THE
 ED2371'ROAD, 3.4 FT WEST OF THE TELEPHONE JUNCTION BOX, 29.5 FT WEST OF
 ED2371'THE CENTER OF THE ROAD, 38.1 FT EAST OF A BARBED WIRE FENCE LINE,
 ED2371'36.6 FT NORTH OF A POWER POLE WITH 3 GUY WIRES AND A SCGS REFERENCE
 ED2371'WASHER ATTACHED, 3.1 FT WEST SOUTHWEST OF A WITNESS POST.
 ED2371'NOTE-STATION IS INTERVISIBLE WITH STATION 4 036.
 ED2371'RECOVERED BY R.W. ROBERTS.
 ED2371
 ED2371                          STATION RECOVERY (1997)
 ED2371
 ED2371'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED2371'STATION IS LOCATED 2.4 MILES (3.9 KM) SOUTHWEST OF IVA.
 ED2371'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED2371'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 ED2371'WEST JUNCTION OF STATE HIGHWAYS 184 AND 187, 4.95 MILES (7.97 KM)
 ED2371'SOUTHWEST OF IVA, GO NORTH ON HIGHWAY 184 FOR 0.95 MILE (1.53 KM) TO
 ED2371'THE JUNCTION OF STATE ROAD 85 (MANNING ROAD) , CONTINUE ON HIGHWAY 184
 ED2371'FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 199 (BARKSDALE
 ED2371'ROAD) , TURN RIGHT ON ROAD 199 FOR 0.3 MILE (0.5 KM) TO THE STATION ON
 ED2371'THE RIGHT NEAR A TELEPHONE JUNCTION BOX SUPPORTED BY A WOODEN POLE
 ED2371'G23/223/E1F/2/2.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 ED2371'1.0 FOOT (0.3 M) BELOW THE ROAD, 3.4 FEET (1.0 M) WEST OF THE
 ED2371'TELEPHONE JUNCTION BOX, 27.5 FEET (8.4 M) WEST OF THE CENTER OF THE
 ED2371'ROAD, 38.1 FEET (11.6 M) EAST OF A BARBED WIRE FENCE LINE, 36.6 FEET
 ED2371'(11.2 M) NORTH OF A POWER POLE WITH 3 GUY WIRES AND A SCGS REFERENCE
 ED2371'WASHER ATTACHED, 3.1 FEET (0.9 M) WEST SOUTHWEST OF A WITNESS POST.
 ED2371'NOTE-STATION IS NOT INTERVISIBLE WITH STATION 4 036. RECOVERED BY R.W.
 ED2371'ROBERTS.
 ED2371
 ED2371                          STATION RECOVERY (2001)
 ED2371
 ED2371'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 ED2371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2365 ***********************************************************************
 ED2365  DESIGNATION -  4 037
 ED2365  PID         -  ED2365
 ED2365  STATE/COUNTY-  SC/ANDERSON
 ED2365  USGS QUAD   -  IVA (1979)
 ED2365
 ED2365                         *CURRENT SURVEY CONTROL
 ED2365  ___________________________________________________________________
 ED2365* NAD 83(2001)-  34 16 12.66721(N)    082 39 52.46832(W)     ADJUSTED  
 ED2365* NAVD 88     -       211.2    (meters)     693.     (feet)  VERTCON   
 ED2365  ___________________________________________________________________
 ED2365  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 ED2365  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 ED2365
 ED2365  HORZ ORDER  -  SECOND
 ED2365
 ED2365.The horizontal coordinates were established by classical geodetic methods
 ED2365.and adjusted by the National Geodetic Survey in March 2004..
 ED2365
 ED2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2365
 ED2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2365
 ED2365.The geoid height was determined by GEOID03.
 ED2365
 ED2365;                    North         East     Units Scale Factor Converg.
 ED2365;SPC SC       -   271,474.409   456,337.080   MT  0.99984851   -0 55 22.2
 ED2365;SPC SC       -   890,664.07  1,497,168.90   iFT  0.99984851   -0 55 22.2
 ED2365;UTM  17      - 3,793,367.902   346,760.595   MT  0.99988946   -0 56 15.0
 ED2365
 ED2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2365!SPC SC       -   0.99997152  x   0.99984851  =   0.99982003
 ED2365!UTM  17      -   0.99997152  x   0.99988946  =   0.99986098
 ED2365
 ED2365:                Primary Azimuth Mark                     Grid Az
 ED2365:SPC SC       -  4 037 AZ MK                              356 23 10.0
 ED2365:UTM  17      -  4 037 AZ MK                              356 24 02.8
 ED2365
 ED2365|---------------------------------------------------------------------|
 ED2365| PID    Reference Object                     Distance      Geod. Az  |
 ED2365|                                                           dddmmss.s |
 ED2365| ED2366 4 037 AZ MK                         APPROX. 0.7 KM 3552747.8 |
 ED2365|---------------------------------------------------------------------|
 ED2365
 ED2365                          SUPERSEDED SURVEY CONTROL
 ED2365
 ED2365  NAD 83(1986)-  34 16 12.67760(N)    082 39 52.46617(W) AD(       ) 2
 ED2365  NAD 27      -  34 16 12.29115(N)    082 39 52.99109(W) AD(       ) 2
 ED2365  NGVD 29 (07/19/86)  211.3    (m)          693.     (f) VERT ANG       
 ED2365
 ED2365.Superseded values are not recommended for survey control.
 ED2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2365.See file dsdata.txt to determine how the superseded data were derived.
 ED2365
 ED2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4676193368(NAD 83)
 ED2365_MARKER: DD = SURVEY DISK
 ED2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2365_SP_SET: CONCRETE POST
 ED2365_STAMPING: HORZ 4 037 1981
 ED2365_MARK LOGO: SCGS  
 ED2365_PROJECTION: FLUSH
 ED2365_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2365+STABILITY: SURFACE MOTION
 ED2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2365+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 ED2365
 ED2365  HISTORY     - Date     Condition        Report By
 ED2365  HISTORY     - 1981     MONUMENTED       SCGS
 ED2365  HISTORY     - 1981     GOOD             SCGS
 ED2365  HISTORY     - 19920219 GOOD             SCGS
 ED2365  HISTORY     - 19970602 GOOD             SCGS
 ED2365  HISTORY     - 20010627 GOOD             USPSQD
 ED2365
 ED2365                          STATION DESCRIPTION
 ED2365
 ED2365'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2365'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) SOUTHWEST OF
 ED2365'ANTREVILLE, 4.8 KM (3 MI) NORTH OF LOWDESVILLE, 4.8 KM (3 MI)
 ED2365'SOUTH OF IVA, ALONG STATE HIGHWAY 81 RIGHT-OF-WAY.
 ED2365'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2365'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2365'
 ED2365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81, 413
 ED2365'AND 184 IN THE CENTER OF IVA.  GO SOUTH ON HIGHWAY 81 FOR
 ED2365'0.5 KM (0.3 MI) TO A FORK RIGHT.
 ED2365'CONTINUE SOUTH ON HIGHWAY 81 FOR 0.6 KM (0.35 MI)
 ED2365'TO A RAILROAD CROSSING.  CONTINUE SOUTH ON HIGHWAY 81 FOR 1.1
 ED2365'KM (0.7 MI) TO A PAVED FORK.  KEEP RIGHT, HIGHWAY 81 FOR 1.4 KM
 ED2365'(0.85 MI) TO THE  AZIMUTH MARK ON THE RIGHT AT A MAJOR POWERLINE
 ED2365'CROSSING.  CONTINUE SOUTH ON HIGHWAY 81 FOR 0.6 KM (0.4 MI) TO THE
 ED2365'STATION ON LEFT, AT THE SOUTHEAST CORNER OF A PAVED CROSSROAD.
 ED2365'
 ED2365'THE STATION IS A STANDARD SCGS DISK
 ED2365'STAMPED---HORZ 4 037 1981---,
 ED2365'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2365'FLUSH WITH GROUND.  IT IS LOCATED
 ED2365'19.26 METER (63.2 FT) EAST FROM THE APPROXIMATE CENTER OF STATE
 ED2365'HIGHWAY 81,
 ED2365'6.6 METER (21.7 FT) SOUTH FROM THE APPROXIMATE CENTER OF A PAVED
 ED2365'ROAD AND
 ED2365'1.5 METERS (4.9 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 ED2365'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2365'STAMPED---HORZ 4 037 1981---,
 ED2365'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2365'
 ED2365'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2365'STAMPED---AZ MK 4 037 1981---,
 ED2365'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2365'FLUSH WITH GROUND.  IT IS LOCATED
 ED2365'14.7 METERS (48.2 FT) EAST-SOUTHEAST FROM THE EAST RAIL OF
 ED2365'RAILROAD TRACKS,
 ED2365'10.15 METERS (33.3 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 ED2365'OF STATE HIGHWAY 81,
 ED2365'1.85 METERS (6.1 FT) WEST-SOUTHWEST FROM A TELEPHONE JUNCTION BOX.
 ED2365'
 ED2365'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2365'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2365
 ED2365                          STATION RECOVERY (1981)
 ED2365
 ED2365'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2365'RECOVERED IN GOOD CONDITION.
 ED2365
 ED2365                          STATION RECOVERY (1992)
 ED2365
 ED2365'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2365'STATION IS LOCATED 2.5 MILES SOUTH OF IVA. OWNERSHIP--SCDHPT, DIRECTOR
 ED2365'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2365'803-737-1350.
 ED2365'TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 184
 ED2365'(HAMILTON STREET) AND 81 IN IVA, GO SOUTH ON HIGHWAY 81 FOR 2.25
 ED2365'MILES TO A CROSSROAD (LIBERTY ROAD) AND THE STATION NEAR A SIGN (MOUNT
 ED2365'VERNON BAPTIST CHURCH) IN THE SOUTHEAST ANGLE.
 ED2365'STATION IS A CONCRETE POST PROJECTING 1 INCH AND LEVEL WITH THE ROAD,
 ED2365'59.4 FT EAST OF THE CENTER OF THE HIGHWAY, 21.1 FT SOUTHWEST OF THE
 ED2365'CENTER OF THE ROAD, 34.8 FT SOUTHEAST OF THE EAST LEG OF THE SIGN,
 ED2365'7.0 FT SOUTHEAST OF THE EXTENDED CENTER OF A GRAVEL DRIVEWAY, 42.0
 ED2365'FT SOUTHEAST OF A WITNESS POST.
 ED2365'NOTE-STATION INTERVISIBLE WITH SURVEY STATION 4 037 AZ MK.
 ED2365'RECOVERED BY R.W. ROBERTS.
 ED2365
 ED2365                          STATION RECOVERY (1997)
 ED2365
 ED2365'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED2365'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTH OF IVA.  OWNERSHIP--SCDOT,
 ED2365'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2365'803-737-1350.  TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF
 ED2365'STATE HIGHWAYS 184 (HAMILTON STREET) AND 81 IN IVA, GO SOUTH ON
 ED2365'HIGHWAY 81 FOR 2.35 MILES (3.78 KM) TO A CROSSROAD (LIBERTY ROAD) AND
 ED2365'THE STATION IN THE SOUTHEAST ANGLE.  STATION IS A CONCRETE POST
 ED2365'PROJECTING 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 59.4 FEET (18.1
 ED2365'M) EAST OF THE CENTER OF THE HIGHWAY, 21.1 FEET (6.4 M) SOUTHWEST OF
 ED2365'THE CENTER OF THE ROAD, 7.0 FT (2.1 M) SOUTHEAST OF THE EXTENDED
 ED2365'CENTER OF A GRAVEL DRIVEWAY, 97.6 FEET (29.7 M) WEST SOUTHWEST OF THE
 ED2365'WEST CORNER OF A CONCRETE BLOCK PORCH FOR A VINYL-SIDED HOUSE, 42.0
 ED2365'FEET (12.8 M) SOUTHEAST OF A WITNESS POST. NOTE-STATION INTERVISIBLE
 ED2365'WITH SURVEY STATION 4 037 AZ MK.  RECOVERED BY R.W.  ROBERTS.
 ED2365
 ED2365                          STATION RECOVERY (2001)
 ED2365
 ED2365'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 ED2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2560 ***********************************************************************
 ED2560  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2560  DESIGNATION -  4 038
 ED2560  PID         -  ED2560
 ED2560  STATE/COUNTY-  SC/ANDERSON
 ED2560  USGS QUAD   -  PIERCETOWN (1983)
 ED2560
 ED2560                         *CURRENT SURVEY CONTROL
 ED2560  ___________________________________________________________________
 ED2560* NAD 83(2001)-  34 38 59.18483(N)    082 34 16.91050(W)     ADJUSTED  
 ED2560* NAVD 88     -       245.12   (meters)     804.2    (feet)  GPS OBS   
 ED2560  ___________________________________________________________________
 ED2560  X           -     679,139.705 (meters)                     COMP
 ED2560  Y           -  -5,208,702.590 (meters)                     COMP
 ED2560  Z           -   3,606,094.167 (meters)                     COMP
 ED2560  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 ED2560  ELLIP HEIGHT-         214.31  (meters)          (03/13/03) GPS OBS
 ED2560  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 ED2560
 ED2560  HORZ ORDER  -  FIRST
 ED2560  ELLP ORDER  -  FOURTH    CLASS II
 ED2560
 ED2560.The horizontal coordinates were established by GPS observations
 ED2560.and adjusted by the National Geodetic Survey in March 2003..
 ED2560
 ED2560.The orthometric height was determined by GPS observations and a
 ED2560.high-resolution geoid model using precise GPS observation and
 ED2560.processing techniques.
 ED2560
 ED2560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2560
 ED2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2560
 ED2560.The ellipsoidal height was determined by GPS observations
 ED2560.and is referenced to NAD 83.
 ED2560
 ED2560.The geoid height was determined by GEOID03.
 ED2560
 ED2560;                    North         East     Units Scale Factor Converg.
 ED2560;SPC SC       -   313,438.570   465,558.744   MT  0.99993994   -0 52 16.2
 ED2560;SPC SC       - 1,028,341.77  1,527,423.70   iFT  0.99993994   -0 52 16.2
 ED2560;UTM  17      - 3,835,328.301   355,995.728   MT  0.99985560   -0 53 36.8
 ED2560
 ED2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2560!SPC SC       -   0.99996636  x   0.99993994  =   0.99990630
 ED2560!UTM  17      -   0.99996636  x   0.99985560  =   0.99982197
 ED2560
 ED2560:                Primary Azimuth Mark                     Grid Az
 ED2560:SPC SC       -  4 038 AZ MK                              228 59 58.9
 ED2560:UTM  17      -  4 038 AZ MK                              229 01 19.5
 ED2560
 ED2560|---------------------------------------------------------------------|
 ED2560| PID    Reference Object                     Distance      Geod. Az  |
 ED2560|                                                           dddmmss.s |
 ED2560| ED2562 4 038 AZ MK                         APPROX. 1.4 KM 2280742.7 |
 ED2560|---------------------------------------------------------------------|
 ED2560
 ED2560                          SUPERSEDED SURVEY CONTROL
 ED2560
 ED2560  NAD 83(1986)-  34 38 59.19410(N)    082 34 16.91043(W) AD(       ) 1
 ED2560  NAD 83(1995)-  34 38 59.18486(N)    082 34 16.91049(W) AD(       ) 1
 ED2560  ELLIP H (04/18/02)  214.32   (m)                       GP(       ) 4 1
 ED2560  NAD 83(1986)-  34 38 59.19203(N)    082 34 16.90860(W) AD(       ) 2
 ED2560  NAD 27      -  34 38 58.78148(N)    082 34 17.42998(W) AD(       ) 2
 ED2560  NGVD 29 (07/19/86)  245.3    (m)          805.     (f) VERT ANG       
 ED2560
 ED2560.Superseded values are not recommended for survey control.
 ED2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2560.See file dsdata.txt to determine how the superseded data were derived.
 ED2560
 ED2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5599635328(NAD 83)
 ED2560_MARKER: DD = SURVEY DISK
 ED2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2560_SP_SET: CONCRETE POST
 ED2560_STAMPING: HORZ 4 038 1981
 ED2560_MARK LOGO: SCGS  
 ED2560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2560+STABILITY: SURFACE MOTION
 ED2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2560+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 ED2560
 ED2560  HISTORY     - Date     Condition        Report By
 ED2560  HISTORY     - 1981     MONUMENTED       SCGS
 ED2560  HISTORY     - 1981     GOOD             SCGS
 ED2560  HISTORY     - 19920212 GOOD             SCGS
 ED2560  HISTORY     - 20010206 GOOD             SCGS
 ED2560  HISTORY     - 20051214 GOOD             NEWBY
 ED2560
 ED2560                          STATION DESCRIPTION
 ED2560
 ED2560'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2560'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) NORTHEAST OF
 ED2560'ANDERSON, 6.4 KM (4 MI) WEST OF PELZER, 6.4 KM (4 MI) NORTHWEST
 ED2560'OF WILLIAMSTON, ALONG COUNTY ROAD S-4-75, ON THE RIGHT-OF-WAY, NEAR
 ED2560'THE SOUTHEAST CORNER OF INTERSTATE HIGHWAY 85 OVERPASS.
 ED2560'OWNERSTATE--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2560'PO BOX 191, COLUMBER SC 29203, PHONE NUMBER 803-758-3414.
 ED2560'
 ED2560'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2560'(EXIT 27) AND COUNTY ROAD S-4-81.  GO NORTH ON ROAD S-4-81 FOR
 ED2560'1.6 KM (1 MI) TO THE JUNCTION WITH COUNTY ROAD S-4-291.  CONTINUE
 ED2560'AHEAD ON ROAD S-4-81 FOR 0.5 KM (0.3 MI) TO THE JUNCTION WITH
 ED2560'COUNTY ROAD S-4-75 (CHEROKEE ROAD).  TURN RIGHT ON ROAD S-4-75
 ED2560'AND GO EASTERLY FOR 2.1 KM (1.3 MI) TO THE STATION ON RIGHT, AT
 ED2560'THE SOUTHWEST END OF A BRIDGE OVER INTERSTATE HIGHWAY 85.
 ED2560'
 ED2560'THE STATION IS A STANDARD SCGS DISK
 ED2560'STAMPED---HORZ 4 038 1981---,
 ED2560'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2560'FLUSH WITH GROUND.  IT IS LOCATED
 ED2560'5.1 METERS (16.7 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 ED2560'CENTER OF COUNTY ROAD S-4-75,
 ED2560'1.95 METERS (6.4 FT) NORTHWEST FROM A METAL WITNESS POST,
 ED2560'1.2 METERS (3.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF
 ED2560'CEMENT BRIDGE RAIL AND
 ED2560'0.46 METER (1.5 FT) SOUTH-SOUTHWEST FROM A METAL GUARDRAIL.
 ED2560'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2560'STAMPED---HORZ 4 038 1981---,
 ED2560'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2560'
 ED2560'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2560'STAMPED---AZ MK 4 038 1981---,
 ED2560'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2560'FLUSH WITH GROUND.  IT IS LOCATED
 ED2560'5.0 METERS (16.4 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2560'COUNTY ROAD S-4-291,
 ED2560'3.51 METERS (11.5 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST,
 ED2560'1.4 METERS (4.6 FT) NORTH-NORTHEAST FROM THE NORTHEAST END OF A
 ED2560'CEMENT RAIL AND
 ED2560'0.5 METER (1.6 FT) NORTHEAST FROM A METAL GUARDRAIL.
 ED2560'
 ED2560'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ON
 ED2560'COUNTY ROAD S-4-75 FOR 2.1 KM (1.3 MI) TO THE JUNCTION WITH
 ED2560'COUNTY ROAD S-4-81.  TURN LEFT AND GO SOUTH ON ROAD S-4-81 FOR
 ED2560'0.5 KM (0.3 MI) TO THE JUNCTION WITH COUNTY ROAD S-4-291.  TURN
 ED2560'LEFT AND GO EASTERLY ON ROAD S-4-291 FOR 1.1 KM (0.65 MI) TO THE
 ED2560'AZIMUTH MARK ON LEFT, SET OFF THE NORTHEAST CORNER OF A BRIDGE
 ED2560'OVER INTERSTATE HIGHWAY 85.
 ED2560'
 ED2560'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2560'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2560
 ED2560                          STATION RECOVERY (1981)
 ED2560
 ED2560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2560'RECOVERED IN GOOD CONDITION.
 ED2560
 ED2560                          STATION RECOVERY (1992)
 ED2560
 ED2560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2560'STATION IS LOCATED 11.2 MILES NORTHEAST OF ANDERSON, 6.0 MILES WEST
 ED2560'NORTHWEST OF WILLIAMSTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2560'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2560'803-737-1350.
 ED2560'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2560'STATE HIGHWAY 81, 9.25 MILES NORTHEAST OF ANDERSON, GO NORTH NORTHEAST
 ED2560'ON HIGHWAY 81 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD 75 (CHEROKEE
 ED2560'ROAD), TURN RIGHT ON ROAD 75 FOR 1.25 MILES TO THE STATION ON THE
 ED2560'RIGHT AT THE SOUTH CORNER OF THE OVERPASS BRIDGE OVER INTERSTATE 85.
 ED2560'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 1.0 FOOT ABOVE THE
 ED2560'ROAD, 16.5 FT SOUTHWEST OF THE CENTER OF THE ROAD, 4.0 FEET SOUTH
 ED2560'SOUTHEAST OF THE EAST CORNER OF THE CONCRETE RAIL OF THE OVERPASS,
 ED2560'6.4 FT NORTHWEST OF A WITNESS POST.
 ED2560'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 038 AZ MK.
 ED2560'RECOVERED BY D.D. WOODS.
 ED2560
 ED2560                          STATION RECOVERY (2001)
 ED2560
 ED2560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2560'STATION IS LOCATED 10.7 MILES (17.2 KM) NORTH NORTHEAST OF ANDERSON,
 ED2560'12.1 MILES (19.5 KM) EAST OF PENDLETON.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2560'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2560'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2560'INTERSTATE 85 (EXIT 27) AND STATE HIGHWAY 81 (EAST GREENVILLE HIGHWAY)
 ED2560', 10.0 MILES (16.1 KM) NORTH NORTHEAST OF ANDERSON, GO NORTH NORTHEAST
 ED2560'ON HIGHWAY 81 FOR 1.5 MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD 75
 ED2560'(CHEROKEE ROAD) , TURN RIGHT ON ROAD 75 FOR 1.25 MILES (2.01 KM) TO
 ED2560'THE STATION ON THE RIGHT NEAR THE SOUTH CORNER OF AN OVERPASS BRIDGE.
 ED2560'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT
 ED2560'(0.3 M) ABOVE THE ROAD, 16.1 FEET (4.9 M) SOUTHWEST OF THE CENTER OF
 ED2560'THE ROAD, 6.3 FEET (1.9 M) EAST OF THE SOUTH CORNER OF THE BRIDGE
 ED2560'WINGWALL, 9.1 FEET (2.8 M) NORTHWEST OF THE SOUTHEAST END OF A
 ED2560'CONCRETE CURB, 3.1 FEET (0.9 M) SOUTH OF A WOODEN GUARDRAIL POST WITH
 ED2560'A SCGS REFERENCE WASHER ATTACHED, 1.5 FEET (0.5 M) SOUTHWEST OF A
 ED2560'METAL GUARDRAIL, 6.4 FEET (2.0 M) NORTHWEST OF A WITNESS POST.
 ED2560'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 038 AZ MK.
 ED2560'RECOVERED BY R.P.  MCKEOWN.
 ED2560
 ED2560                          STATION RECOVERY (2005)
 ED2560
 ED2560'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005
 ED2560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2562 ***********************************************************************
 ED2562  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2562  DESIGNATION -  4 038 AZ MK
 ED2562  PID         -  ED2562
 ED2562  STATE/COUNTY-  SC/ANDERSON
 ED2562  USGS QUAD   -  PIERCETOWN (1983)
 ED2562
 ED2562                         *CURRENT SURVEY CONTROL
 ED2562  ___________________________________________________________________
 ED2562* NAD 83(2001)-  34 38 28.56048(N)    082 34 58.24658(W)     ADJUSTED  
 ED2562* NAVD 88     -       262.98   (meters)     862.8    (feet)  GPS OBS   
 ED2562  ___________________________________________________________________
 ED2562  X           -     678,167.008 (meters)                     COMP
 ED2562  Y           -  -5,209,385.181 (meters)                     COMP
 ED2562  Z           -   3,605,327.939 (meters)                     COMP
 ED2562  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 ED2562  ELLIP HEIGHT-         232.18  (meters)          (03/13/03) GPS OBS
 ED2562  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 ED2562
 ED2562  HORZ ORDER  -  FIRST
 ED2562  ELLP ORDER  -  FOURTH    CLASS II
 ED2562
 ED2562.The horizontal coordinates were established by GPS observations
 ED2562.and adjusted by the National Geodetic Survey in March 2003..
 ED2562
 ED2562.The orthometric height was determined by GPS observations and a
 ED2562.high-resolution geoid model using precise GPS observation and
 ED2562.processing techniques.
 ED2562
 ED2562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2562
 ED2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2562
 ED2562.The ellipsoidal height was determined by GPS observations
 ED2562.and is referenced to NAD 83.
 ED2562
 ED2562.The geoid height was determined by GEOID03.
 ED2562
 ED2562;                    North         East     Units Scale Factor Converg.
 ED2562;SPC SC       -   312,511.111   464,491.838   MT  0.99993740   -0 52 39.1
 ED2562;SPC SC       - 1,025,298.92  1,523,923.35   iFT  0.99993740   -0 52 39.1
 ED2562;UTM  17      - 3,834,401.333   354,928.546   MT  0.99985940   -0 53 59.7
 ED2562
 ED2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2562!SPC SC       -   0.99996356  x   0.99993740  =   0.99990096
 ED2562!UTM  17      -   0.99996356  x   0.99985940  =   0.99982296
 ED2562
 ED2562:                Primary Azimuth Mark                     Grid Az
 ED2562:SPC SC       -  4 038                                    048 59 58.3
 ED2562:UTM  17      -  4 038                                    049 01 18.9
 ED2562
 ED2562|---------------------------------------------------------------------|
 ED2562| PID    Reference Object                     Distance      Geod. Az  |
 ED2562|                                                           dddmmss.s |
 ED2562| ED2560 4 038                               APPROX. 1.4 KM 0480719.2 |
 ED2562|---------------------------------------------------------------------|
 ED2562
 ED2562                          SUPERSEDED SURVEY CONTROL
 ED2562
 ED2562  NAD 83(1986)-  34 38 28.56977(N)    082 34 58.24646(W) AD(       ) 1
 ED2562  NAD 83(1995)-  34 38 28.56052(N)    082 34 58.24658(W) AD(       ) 1
 ED2562  ELLIP H (04/18/02)  232.19   (m)                       GP(       ) 4 1
 ED2562  NAD 83(1986)-  34 38 28.56746(N)    082 34 58.24611(W) AD(       ) 2
 ED2562  NAD 27      -  34 38 28.15706(N)    082 34 58.76723(W) AD(       ) 2
 ED2562  NGVD 29 (07/19/86)  263.1    (m)          863.     (f) VERT ANG       
 ED2562
 ED2562.Superseded values are not recommended for survey control.
 ED2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2562.See file dsdata.txt to determine how the superseded data were derived.
 ED2562
 ED2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5492934401(NAD 83)
 ED2562_MARKER: DD = SURVEY DISK
 ED2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2562_SP_SET: CONCRETE POST
 ED2562_STAMPING: AZ MK 4 038 1981
 ED2562_MARK LOGO: SCGS  
 ED2562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2562+STABILITY: SURFACE MOTION
 ED2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2562+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2001
 ED2562
 ED2562  HISTORY     - Date     Condition        Report By
 ED2562  HISTORY     - 1981     MONUMENTED       SCGS
 ED2562  HISTORY     - 1981     GOOD             SCGS
 ED2562  HISTORY     - 19920212 GOOD             SCGS
 ED2562  HISTORY     - 20010206 GOOD             SCGS
 ED2562
 ED2562                          STATION DESCRIPTION
 ED2562
 ED2562'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2562'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) NORTHEAST OF
 ED2562'ANDERSON, 6.4 KM (4 MI) WEST OF PELZER AND 6.4 KM (4 MI) NORTHWEST
 ED2562'OF WILLIAMSTON, SET NEAR THE NORTHEAST CORNER OF INTERSTATE HIGHWAY
 ED2562'85 BRIDGE, ALONG COUNTY ROAD S-4-291.
 ED2562'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2562'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414.
 ED2562'
 ED2562'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2562'(EXIT 27) AND COUNTY ROAD S-4-81.  GO NORTH ON ROAD S-4-81 FOR 1.6
 ED2562'KM (1 MI) TO THE JUNCTION WITH COUNTY ROAD S-4-291.  TURN RIGHT
 ED2562'AND GO EAST ON ROAD S-4-291 FOR 1.1 KM (0.65 MI) TO THE
 ED2562'STATION ON THE LEFT, SET NEAR THE NORTHEAST CORNER OF INTERSTATE
 ED2562'HIGHWAY 85 BRIDGE.
 ED2562'
 ED2562'THE STATION IS A STANDARD SCGS DISK
 ED2562'STAMPED---AZ MK 4 038 1981---,
 ED2562'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2562'FLUSH WITH GROUND.  IT IS LOCATED
 ED2562'5.0 METERS (16.4 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 ED2562'COUNTY ROAD S-4-291,
 ED2562'3.51 METERS (11.5 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST,
 ED2562'1.4 METERS (4.6 FT) NORTH-NORTHEAST FROM THE NORTHEAST END OF A
 ED2562'CEMENT RAIL AND
 ED2562'0.5 METER (1.6 FT) NORTHEAST FROM A METAL GUARDRAIL.
 ED2562'
 ED2562'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2562'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2562
 ED2562                          STATION RECOVERY (1981)
 ED2562
 ED2562'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2562'RECOVERED IN GOOD CONDITION.
 ED2562
 ED2562                          STATION RECOVERY (1992)
 ED2562
 ED2562'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2562'STATION IS LOCATED 12.35 MILES NORTHEAST OF ANDERSON, 5.55 MILES
 ED2562'NORTHWEST OF WILLIAMSTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 ED2562'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED2562'803-737-1350.
 ED2562'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2562'STATE HIGHWAY 81, 9.25 MILES NORTHEAST OF ANDERSON, GO NORTH NORTHEAST
 ED2562'ON HIGHWAY 81 FOR 1.05 MILES TO THE JUNCTION OF STATE ROAD 291
 ED2562'(WELCOME ROAD), TURN RIGHT ON ROAD 291 FOR 0.7 MILE TO THE STATION ON
 ED2562'THE LEFT AT THE NORTH CORNER OF THE OVERPASS BRIDGE OVER INTERSTATE
 ED2562'85.
 ED2562'STATION IS A CONCRETE POST PROJECTING 1 INCH AND 1.0 FOOT ABOVE THE
 ED2562'ROAD, 16.5 FT NORTHEAST OF THE CENTER OF THE ROAD, 4.7 FEET NORTH OF
 ED2562'THE WEST CORNER OF THE CONCRETE RAIL OF THE OVERPASS, 11.6 FT SOUTH
 ED2562'SOUTHEAST OF A WITNESS POST.
 ED2562'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 038.
 ED2562'RECOVERED BY D.D. WOODS.
 ED2562
 ED2562                          STATION RECOVERY (2001)
 ED2562
 ED2562'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2562'STATION IS LOCATED 10.3 MILES (16.6 KM) NORTH NORTHEAST OF ANDERSON,
 ED2562'11.5 MILES (18.5 KM) EAST OF PENDLETON.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2562'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2562'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2562'INTERSTATE 85 (EXIT 27) AND STATE HIGHWAY 81 (EAST GREENVILLE HIGHWAY)
 ED2562', 10.0 MILES (16.1 KM) NORTH NORTHEAST OF ANDERSON, GO NORTH NORTHEAST
 ED2562'ON HIGHWAY 81 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 291
 ED2562'(WELCOME ROAD) , TURN RIGHT ON ROAD 291 FOR 0.7 MILE (1.1 KM) TO THE
 ED2562'STATION ON THE LEFT NEAR THE NORTH CORNER OF AN OVERPASS BRIDGE.
 ED2562'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 ED2562'ABOVE THE ROAD, 16.7 FEET (5.1 M) NORTHEAST OF THE CENTER OF THE ROAD,
 ED2562'4.7 FEET (1.4 M) WEST OF THE NORTH CORNER OF A BRIDGE WING WALL, 3.3
 ED2562'FEET (1.0 M) NORTH OF A WOODEN GUARD-RAIL POST, 1.7 FEET (0.5 M)
 ED2562'NORTHEAST OF A METAL GUARDRAIL, 7.9 FEET (2.4 M) SOUTH SOUTHEAST OF
 ED2562'THE NORTH END OF A CONCRETE CURB, 11.8 FEET (3.6 M) SOUTH SOUTHEAST OF
 ED2562'A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4
 ED2562'038.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2098 ***********************************************************************
 ED2098  DESIGNATION -  4 039
 ED2098  PID         -  ED2098
 ED2098  STATE/COUNTY-  SC/ANDERSON
 ED2098  USGS QUAD   -  BELTON EAST (1983)
 ED2098
 ED2098                         *CURRENT SURVEY CONTROL
 ED2098  ___________________________________________________________________
 ED2098* NAD 83(2001)-  34 32 20.80183(N)    082 26 52.14718(W)     ADJUSTED  
 ED2098* NAVD 88     -       246.4    (meters)     808.     (feet)  VERTCON   
 ED2098  ___________________________________________________________________
 ED2098  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 ED2098  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 ED2098
 ED2098  HORZ ORDER  -  SECOND
 ED2098
 ED2098.The horizontal coordinates were established by classical geodetic methods
 ED2098.and adjusted by the National Geodetic Survey in March 2004..
 ED2098
 ED2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2098
 ED2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2098
 ED2098.The geoid height was determined by GEOID03.
 ED2098
 ED2098;                    North         East     Units Scale Factor Converg.
 ED2098;SPC SC       -   300,999.204   476,710.968   MT  0.99990872   -0 48 09.6
 ED2098;SPC SC       -   987,530.20  1,564,012.36   iFT  0.99990872   -0 48 09.6
 ED2098;UTM  17      - 3,822,886.070   367,142.561   MT  0.99981756   -0 49 15.6
 ED2098
 ED2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2098!SPC SC       -   0.99996612  x   0.99990872  =   0.99987484
 ED2098!UTM  17      -   0.99996612  x   0.99981756  =   0.99978368
 ED2098
 ED2098:                Primary Azimuth Mark                     Grid Az
 ED2098:SPC SC       -  4 039 AZ MK                              241 54 44.6
 ED2098:UTM  17      -  4 039 AZ MK                              241 55 50.6
 ED2098
 ED2098|---------------------------------------------------------------------|
 ED2098| PID    Reference Object                     Distance      Geod. Az  |
 ED2098|                                                           dddmmss.s |
 ED2098| ED2099 4 039 AZ MK                         APPROX. 0.5 KM 2410635.0 |
 ED2098|---------------------------------------------------------------------|
 ED2098
 ED2098                          SUPERSEDED SURVEY CONTROL
 ED2098
 ED2098  NAD 83(1986)-  34 32 20.81153(N)    082 26 52.14541(W) AD(       ) 2
 ED2098  NAD 27      -  34 32 20.40386(N)    082 26 52.69217(W) AD(       ) 2
 ED2098  NGVD 29 (07/19/86)  246.5    (m)          809.     (f) VERT ANG       
 ED2098
 ED2098.Superseded values are not recommended for survey control.
 ED2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2098.See file dsdata.txt to determine how the superseded data were derived.
 ED2098
 ED2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6714322886(NAD 83)
 ED2098_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2098_SETTING: 80 = SET IN A BOULDER
 ED2098_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 ED2098_MARK LOGO: SCGS  
 ED2098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2098+STABILITY: SURFACE MOTION
 ED2098
 ED2098  HISTORY     - Date     Condition        Report By
 ED2098  HISTORY     - 1981     MONUMENTED       SCGS
 ED2098  HISTORY     - 19920225 MARK NOT FOUND   SCGS
 ED2098  HISTORY     - 20000821 MARK NOT FOUND   SCGS
 ED2098
 ED2098                          STATION DESCRIPTION
 ED2098
 ED2098'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2098'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTH-NORTHWEST OF
 ED2098'HONEA PATH, 11.3 KM (7 MI) SOUTHEAST OF WILLIAMSTON, 4.8 KM
 ED2098'(3 MI) EAST-NORTHEAST OF BELTON AND ALONG THE NORTH
 ED2098'RIGHT-OF-WAY OF COUNTY ROAD S-4-247.
 ED2098'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2098'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414.
 ED2098'
 ED2098'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD S-4-247
 ED2098'AND STATE HIGHWAY 20, IN THE CENTER OF BELTON.  GO EAST ON ROAD
 ED2098'S-4-247 FOR 2.2 KM (1.4 MI) TO A CROSSROAD.  CONTINUE AHEAD
 ED2098'ON ROAD S-4-247 FOR 1.8 KM (1.1 MI) TO THE AZIMUTH MARK ON
 ED2098'THE RIGHT.  CONTINUE AHEAD FOR 0.6 KM (0.35 MI) TO THE
 ED2098'STATION ON LEFT.
 ED2098'
 ED2098'THE STATION IS A STANDARD SCGS DISK
 ED2098'STAMPED---HORZ 4 039 1981---,
 ED2098'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2098'FLUSH WITH GROUND.  IT IS LOCATED
 ED2098'9.3 METERS (30.5 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 ED2098'OF STATE HIGHWAY 247,
 ED2098'2.7 METERS (8.9 FT) SOUTHWEST FROM A POWERLINE POLE,
 ED2098'2.57 METERS (8.4) EAST-NORTHEAST FROM A METAL WITNESS POST AND
 ED2098'1.86 METERS (6.1 FT) SOUTHEAST FROM THE EDGE OF A PLOWED FIELD.
 ED2098'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2098'STAMPED---HORZ 4 039 1981---,
 ED2098'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2098'
 ED2098'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2098'STAMPED---AZ MK 4 039 1981---,
 ED2098'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2098'FLUSH WITH GROUND.  IT IS LOCATED
 ED2098'73.76 METERS (242.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2098'PAVED DRIVEWAY,
 ED2098'67.05 METERS (220.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 ED2098'WHITE FRAME HOUSE,
 ED2098'12.9 METERS (42.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 ED2098'COUNTY ROAD S-4-247 AND
 ED2098'1.0 METER (3.3 FT) NORTHWEST FROM A UTILITY POLE WITH NUMBER 16
 ED2098'ON IT.
 ED2098'
 ED2098'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED2098'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2098
 ED2098                          STATION RECOVERY (1992)
 ED2098
 ED2098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2098'NOT RECOVERED, SURFACE MARK WAS NOT FOUND, THE UNDERGROUND MARK WAS
 ED2098'FOUND DISTURBED AND WAS THEN DESTROYED.
 ED2098'RECOVERY BY R.W. ROBERTS.
 ED2098
 ED2098                          STATION RECOVERY (2000)
 ED2098
 ED2098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2098'NOT RECOVERED, UNDERGROUND MARK REPORTED DESTROYED, SURFACE MARK NOT
 ED2098'FOUND, MEASURED AND SEARCHED 15 MINUTES.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2099 ***********************************************************************
 ED2099  DESIGNATION -  4 039 AZ MK
 ED2099  PID         -  ED2099
 ED2099  STATE/COUNTY-  SC/ANDERSON
 ED2099  USGS QUAD   -  BELTON EAST (1983)
 ED2099
 ED2099                         *CURRENT SURVEY CONTROL
 ED2099  ___________________________________________________________________
 ED2099* NAD 83(2001)-  34 32 12.33978(N)    082 27 10.67753(W)     ADJUSTED  
 ED2099* NAVD 88     -       241.0    (meters)     791.     (feet)  VERTCON   
 ED2099  ___________________________________________________________________
 ED2099  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 ED2099  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 ED2099
 ED2099  HORZ ORDER  -  SECOND
 ED2099
 ED2099.The horizontal coordinates were established by classical geodetic methods
 ED2099.and adjusted by the National Geodetic Survey in March 2004..
 ED2099
 ED2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2099
 ED2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2099
 ED2099.The geoid height was determined by GEOID03.
 ED2099
 ED2099;                    North         East     Units Scale Factor Converg.
 ED2099;SPC SC       -   300,745.130   476,234.884   MT  0.99990810   -0 48 19.9
 ED2099;SPC SC       -   986,696.62  1,562,450.41   iFT  0.99990810   -0 48 19.9
 ED2099;UTM  17      - 3,822,632.171   366,666.438   MT  0.99981913   -0 49 25.9
 ED2099
 ED2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2099!SPC SC       -   0.99996696  x   0.99990810  =   0.99987507
 ED2099!UTM  17      -   0.99996696  x   0.99981913  =   0.99978610
 ED2099
 ED2099                          SUPERSEDED SURVEY CONTROL
 ED2099
 ED2099  NAD 83(1986)-  34 32 12.34949(N)    082 27 10.67574(W) AD(       ) 2
 ED2099  NAD 27      -  34 32 11.94193(N)    082 27 11.22217(W) AD(       ) 2
 ED2099  NGVD 29 (07/19/86)  241.1    (m)          791.     (f) VERT ANG       
 ED2099
 ED2099.Superseded values are not recommended for survey control.
 ED2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2099.See file dsdata.txt to determine how the superseded data were derived.
 ED2099
 ED2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6666622632(NAD 83)
 ED2099_MARKER: DD = SURVEY DISK
 ED2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2099_SP_SET: CONCRETE POST
 ED2099_STAMPING: AZ MK 4 039 1981
 ED2099_MARK LOGO: SCGS  
 ED2099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2099+STABILITY: SURFACE MOTION
 ED2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2099+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 ED2099
 ED2099  HISTORY     - Date     Condition        Report By
 ED2099  HISTORY     - 1981     MONUMENTED       SCGS
 ED2099  HISTORY     - 1981     GOOD             SCGS
 ED2099  HISTORY     - 19920225 GOOD             SCGS
 ED2099  HISTORY     - 20000821 GOOD             SCGS
 ED2099
 ED2099                          STATION DESCRIPTION
 ED2099
 ED2099'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2099'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTH-NORTHWEST OF
 ED2099'HONEA PATH, 11.3 KM (7 MI) SOUTHEAST OF WILLIAMSTON, 4.8 KM
 ED2099'(3 MI) EAST-NORTHEAST OF BELTON AND ALONG RIGHT-OF-WAY OF
 ED2099'COUNTY ROAD S-4-247.
 ED2099'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2099'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414.
 ED2099'
 ED2099'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD S-4-247 AND
 ED2099'STATE HIGHWAY 20, IN THE CENTER OF BELTON.  GO EAST ON ROAD
 ED2099'S-4-247 FOR 2.2 KM (1.4 MI) TO A CROSSROAD.  CONTINUE STRAIGHT ON
 ED2099'ROAD S-4-247 FOR 1.8 KM (1.1 MI) TO THE STATION ON RIGHT.
 ED2099'
 ED2099'THE STATION IS A STANDARD SCGS DISK
 ED2099'STAMPED---AZ MK 4 039 1981---,
 ED2099'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2099'FLUSH WITH GROUND.  IT IS LOCATED
 ED2099'73.8 METERS (242.1 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2099'DRIVEWAY LEADING TO A WHITE FRAME HOUSE,
 ED2099'67.06 METERS (220.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 ED2099'WHITE FRAME HOUSE,
 ED2099'12.9 METERS (42.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 ED2099'STATE ROAD S-4-247
 ED2099'1.0 METER (3.3 FT) NORTHWEST FROM OF A UTILITY POLE WITH NUMBER
 ED2099'16 ON IT.
 ED2099'
 ED2099'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2099'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2099
 ED2099                          STATION RECOVERY (1981)
 ED2099
 ED2099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2099'RECOVERED IN GOOD CONDITION.
 ED2099
 ED2099                          STATION RECOVERY (1992)
 ED2099
 ED2099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2099'STATION IS LOCATED 2.5 MILES EAST NORTHEAST OF BELTON.
 ED2099'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2099'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 (NORTH
 ED2099'MAIN STREET), 247 (RIVER STREET) AND STATE ROAD 63 (BREAZEALE STREET)
 ED2099'IN BELTON, GO EAST NORTHEAST ON HIGHWAY 247 FOR 1.4 MILES TO THE
 ED2099'JUNCTION OF EAST CALHOUN ROAD, CONTINUE ON HIGHWAY 247 FOR 1.1 MILES
 ED2099'TO THE STATION ON THE RIGHT NEAR A WOODEN FENCE CORNER.
 ED2099'STATION IS A CONCRETE POST PROJECTING 1 INCH AND 1.5 FEET BELOW THE
 ED2099'HIGHWAY, 42.1 FT SOUTH OF THE CENTER OF THE HIGHWAY, 60.7 FT EAST
 ED2099'OF THE WOODEN FENCE CORNER, 8.5 FT NORTHWEST OF A 20-INCH
 ED2099'MULTI-TRUNKED CREPE MYRTLE TREE (NORTHWEST MOST IN A ROW OF 5), 219.0
 ED2099'FT NORTHWEST OF THE WEST CORNER OF A WOOD-SIDED HOUSE, 6.2 FEET
 ED2099'NORTHEAST OF A WITNESS POST.
 ED2099'RECOVERED BY R.W. ROBERTS.
 ED2099
 ED2099                          STATION RECOVERY (2000)
 ED2099
 ED2099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED2099'STATION IS LOCATED 2.5 MILES (4.0 KM) EAST OF BELTON, 11.6 MILES (18.7
 ED2099'KM) EAST OF ANDERSON.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 ED2099'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 ED2099'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 178 AND STATE HIGHWAY
 ED2099'20 IN BELTON, GO NORTHEAST ON HIGHWAY 20 FOR 0.05 MILE (0.08 KM) TO
 ED2099'THE JUNCTION OF STATE ROAD 247 (RIVER STREET) , TURN RIGHT ON ROAD 247
 ED2099'FOR 2.5 MILES (4.0 KM) TO THE STATION ON THE RIGHT NEAR A WOODEN FENCE
 ED2099'CORNER.  STATION IS CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 1.0
 ED2099'FOOT (0.3 M) BELOW THE ROAD, 41.9 FEET (12.8 M) SOUTH OF THE CENTER OF
 ED2099'HIGHWAY 247, 8.6 FEET (2.6 M) NORTHWEST OF THE NORTHERN-MOST CREPE
 ED2099'MYRTLE TREE IN A ROW OF FIVE CREPE MYRTLE TREES, 70.8 FEET (21.6 M)
 ED2099'EAST OF A WOODEN FENCE CORNER POST, 27.6 FEET (8.4 M) SOUTHWEST OF THE
 ED2099'WESTERNMOST DOGWOOD TREE IN A ROW OF FIVE DOGWOOD TREES, 6.7 FEET (2.0
 ED2099'M) NORTHEAST OF A WITNESS POST.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2591 ***********************************************************************
 ED2591  DESIGNATION -  4 040
 ED2591  PID         -  ED2591
 ED2591  STATE/COUNTY-  SC/ANDERSON
 ED2591  USGS QUAD   -  ANDERSON NORTH (1983)
 ED2591
 ED2591                         *CURRENT SURVEY CONTROL
 ED2591  ___________________________________________________________________
 ED2591* NAD 83(2001)-  34 33 32.39025(N)    082 40 41.86611(W)     ADJUSTED  
 ED2591* NAVD 88     -       228.4    (meters)     749.     (feet)  VERTCON   
 ED2591  ___________________________________________________________________
 ED2591  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 ED2591  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 ED2591
 ED2591  HORZ ORDER  -  SECOND
 ED2591
 ED2591.The horizontal coordinates were established by classical geodetic methods
 ED2591.and adjusted by the National Geodetic Survey in March 2004..
 ED2591
 ED2591.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2591
 ED2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2591
 ED2591.The geoid height was determined by GEOID03.
 ED2591
 ED2591;                    North         East     Units Scale Factor Converg.
 ED2591;SPC SC       -   303,524.627   455,593.985   MT  0.99991406   -0 55 49.6
 ED2591;SPC SC       -   995,815.71  1,494,730.92   iFT  0.99991406   -0 55 49.6
 ED2591;UTM  17      - 3,825,418.729   346,027.674   MT  0.99989222   -0 57 08.0
 ED2591
 ED2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2591!SPC SC       -   0.99996896  x   0.99991406  =   0.99988302
 ED2591!UTM  17      -   0.99996896  x   0.99989222  =   0.99986118
 ED2591
 ED2591|---------------------------------------------------------------------|
 ED2591| PID    Reference Object                     Distance      Geod. Az  |
 ED2591|                                                           dddmmss.s |
 ED2591| ED2592 4 040 AZ MK                         358.468 METERS 20714     |
 ED2591|---------------------------------------------------------------------|
 ED2591
 ED2591                          SUPERSEDED SURVEY CONTROL
 ED2591
 ED2591  NAD 83(1986)-  34 33 32.39983(N)    082 40 41.86549(W) AD(       ) 2
 ED2591  NAD 27      -  34 33 32.01668(N)    082 40 42.38486(W) AD(       ) 2
 ED2591  NGVD 29 (07/19/86)  228.5    (m)          750.     (f) VERT ANG       
 ED2591
 ED2591.Superseded values are not recommended for survey control.
 ED2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2591.See file dsdata.txt to determine how the superseded data were derived.
 ED2591
 ED2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4602825419(NAD 83)
 ED2591_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2591_SP_SET: CONCRETE POST
 ED2591_STAMPING: HORZ 4 040 1981
 ED2591_MARK LOGO: SCGS  
 ED2591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2591+STABILITY: SURFACE MOTION
 ED2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2591+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1992
 ED2591
 ED2591  HISTORY     - Date     Condition        Report By
 ED2591  HISTORY     - 1981     MONUMENTED       SCGS
 ED2591  HISTORY     - 1981     GOOD             SCGS
 ED2591  HISTORY     - 19920601 GOOD             SCGS
 ED2591
 ED2591                          STATION DESCRIPTION
 ED2591
 ED2591'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2591'THE STATION IS LOCATED ABOUT 17.5 KM (11 MI) WEST OF BELTON, 13.7
 ED2591'KM (8.5 MI) SOUTHEAST OF PENDELTON, 6.4 KM (4 MI) NORTHWEST OF
 ED2591'ANDERSON AND ON PRIVATE PROPERTY.
 ED2591'OWNERSHIP--MR E GRAY JONES, 221 ROAD, ANDERSON SC 29261.
 ED2591'
 ED2591'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81 AND
 ED2591'28 IN ANDERSON.  GO NORTH ON HIGHWAY 28 (NORTH MAIN STREET) FOR
 ED2591'5.6 KM (3.5 MI) TO THE JUNCTION WITH U.S. HIGHWAY 178 AT A FORK.
 ED2591'KEEP THE RIGHT FORK, HIGHWAY 178 FOR 0.4 KM (0.25 MI) TO A SIDE
 ED2591'ROAD LEFT AND THE JUNCTION WITH COUNTY ROAD S-4-61.  TURN RIGHT
 ED2591'AND GO EASTERLY ON ROAD S-4-61 FOR 0.2 KM (0.1 MI) TO THE
 ED2591'AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.3 KM (0.2 MI) TO THE
 ED2591'STATION ON THE LEFT.
 ED2591'
 ED2591'THE STATION IS A STANDARD SCGS DISK
 ED2591'STAMPED---HORZ 4 040 1981---,
 ED2591'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2591'FLUSH WITH GROUND.  IT IS LOCATED
 ED2591'9.23 METERS (30.3 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 ED2591'NORTH ONE OF TWO DRIVEWAYS LEADING TO A BRICK HOUSE,
 ED2591'8.38 METERS (27.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2591'COUNTY ROAD S-4-61 AND
 ED2591'3.29 METERS (10.8 FT) SOUTHWEST FROM A FENCE CORNER POST.
 ED2591'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2591'STAMPED---HORZ 4 040 1981---,
 ED2591'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2591'
 ED2591'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2591'STAMPED---AZ MK 4 040 1981---,
 ED2591'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2591'FLUSH WITH GROUND.  IT IS LOCATED
 ED2591'8.84 METERS (29.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2591'PAVED DRIVE,
 ED2591'7.1 METERS (23.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 ED2591'PAVED ROAD AND
 ED2591'2.04 METERS (6.7 FT) NORTHEAST FROM A METAL WITNESS POST.
 ED2591'
 ED2591'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2591'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2591
 ED2591                          STATION RECOVERY (1981)
 ED2591
 ED2591'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2591'RECOVERED IN GOOD CONDITION.
 ED2591
 ED2591                          STATION RECOVERY (1992)
 ED2591
 ED2591'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2591'STATION IS LOCATED 4.2 MILES NORTH NORTHWEST OF ANDERSON.
 ED2591'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2591'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2591'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2591'U.S. HIGHWAY 178, 5.85 MILES NORTH NORTHWEST OF ANDERSON, GO SOUTH ON
 ED2591'HIGHWAY 178 FOR 1.85 MILES TO A PAVED CROSSROAD (BROWN ROAD) WITH
 ED2591'STOPLIGHT, TURN LEFT ON THE PAVED ROAD FOR 0.35 MILE TO THE STATION ON
 ED2591'THE LEFT NEAR A POWER POLE NUMBER 4 1/2 IN BETWEEN 2 CIRCULAR
 ED2591'DRIVEWAYS.
 ED2591'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW THE
 ED2591'ROAD, 17.2 FT SOUTH OF THE POWER POLE, 28.2 FT NORTHWEST OF THE
 ED2591'CENTER OF THE ROAD, 21.4 FT SOUTH SOUTHWEST OF THE SOUTH CORNER OF A
 ED2591'4 FOOT HIGH BRICK PILLAR WITH LIGHT, 28.0 FT NORTHEAST OF THE
 ED2591'NORTHEAST ENTRANCE DRIVE TO A HOUSE (221 BROWN ROAD), 16.8 FT SOUTH
 ED2591'OF A WITNESS POST.
 ED2591'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2592 ***********************************************************************
 ED2592  DESIGNATION -  4 040 AZ MK
 ED2592  PID         -  ED2592
 ED2592  STATE/COUNTY-  SC/ANDERSON
 ED2592  USGS QUAD   -  ANDERSON NORTH (1983)
 ED2592
 ED2592                         *CURRENT SURVEY CONTROL
 ED2592  ___________________________________________________________________
 ED2592* NAD 83(2001)-  34 33 22.04689(N)    082 40 48.30113(W)     ADJUSTED  
 ED2592* NAVD 88     -       235.3    (meters)     772.     (feet)  VERTCON   
 ED2592  ___________________________________________________________________
 ED2592  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 ED2592  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 ED2592
 ED2592  HORZ ORDER  -  SECOND
 ED2592
 ED2592.The horizontal coordinates were established by classical geodetic methods
 ED2592.and adjusted by the National Geodetic Survey in March 2004..
 ED2592
 ED2592.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2592
 ED2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2592
 ED2592.The geoid height was determined by GEOID03.
 ED2592
 ED2592;                    North         East     Units Scale Factor Converg.
 ED2592;SPC SC       -   303,208.636   455,424.791   MT  0.99991328   -0 55 53.2
 ED2592;SPC SC       -   994,778.99  1,494,175.82   iFT  0.99991328   -0 55 53.2
 ED2592;UTM  17      - 3,825,102.809   345,858.364   MT  0.99989286   -0 57 11.4
 ED2592
 ED2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2592!SPC SC       -   0.99996787  x   0.99991328  =   0.99988115
 ED2592!UTM  17      -   0.99996787  x   0.99989286  =   0.99986074
 ED2592
 ED2592                          SUPERSEDED SURVEY CONTROL
 ED2592
 ED2592  NAD 83(1986)-  34 33 22.05647(N)    082 40 48.30049(W) AD(       ) 2
 ED2592  NAD 27      -  34 33 21.67320(N)    082 40 48.81999(W) AD(       ) 2
 ED2592  NGVD 29 (07/19/86)  235.4    (m)          772.     (f) VERT ANG       
 ED2592
 ED2592.Superseded values are not recommended for survey control.
 ED2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2592.See file dsdata.txt to determine how the superseded data were derived.
 ED2592
 ED2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4585825103(NAD 83)
 ED2592_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2592_MARK LOGO: SCGS  
 ED2592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2592+STABILITY: SURFACE MOTION
 ED2592
 ED2592  HISTORY     - Date     Condition        Report By
 ED2592  HISTORY     - 1981     MONUMENTED       SCGS
 ED2592  HISTORY     - 19920601 MARK NOT FOUND   SCGS
 ED2592
 ED2592                          STATION DESCRIPTION
 ED2592
 ED2592'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2592'THE STATION IS LOCATED ABOUT 17.5 KM (11 MI) WEST OF BELTON, 13.7
 ED2592'KM (8.5 MI) SOUTHEAST OF PENDELTON, 6.4 KM (4 MI) NORTHWEST
 ED2592'OF ANDERSON AND ON COUNTY ROAD RIGHT-OF-WAY.
 ED2592'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2592'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414.
 ED2592'
 ED2592'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81
 ED2592'AND 28 IN ANDERSON.  GO NORTH ON HIGHWAY 28, (NORTH MAIN
 ED2592'STREET) FOR 5.6 KM (3.5 MI) TO THE JUNCTION WITH U.S. HIGHWAY 178
 ED2592'AT A FORK.  KEEP THE RIGHT FORK, HIGHWAY 178 FOR 0.4 KM (0.25 MI)
 ED2592'TO A SIDE ROAD LEFT AND THE JUNCTION WITH COUNTY ROAD S-4-61.
 ED2592'TURN RIGHT AND GO EASTERLY ON ROAD S-4-61 FOR 0.2 KM (0.1 MI) TO
 ED2592'THE STATION ON THE RIGHT.
 ED2592'
 ED2592'THE STATION IS A STANDARD SCGS DISK
 ED2592'STAMPED---AZ MK 4 040 1981---,
 ED2592'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2592'FLUSH WITH GROUND.  IT IS LOCATED
 ED2592'8.84 METERS (29.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 ED2592'PAVED DRIVE,
 ED2592'7.1 METERS (23.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 ED2592'PAVED ROAD AND
 ED2592'2.04 METERS (6.7 FT) NORTHEAST FROM A METAL WITNESS POST.
 ED2592'
 ED2592'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2592'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2592
 ED2592                          STATION RECOVERY (1992)
 ED2592
 ED2592'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2592'NOT RECOVERED, MEASUREMENTS LED TO A CONCRETE POST WITH DISK MISSING,
 ED2592'PRESUMED DESTROYED.
 ED2592'RECOVERY BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2576 ***********************************************************************
 ED2576  DESIGNATION -  4 041
 ED2576  PID         -  ED2576
 ED2576  STATE/COUNTY-  SC/ANDERSON
 ED2576  USGS QUAD   -  BELTON WEST (1983)
 ED2576
 ED2576                         *CURRENT SURVEY CONTROL
 ED2576  ___________________________________________________________________
 ED2576* NAD 83(2001)-  34 33 16.87593(N)    082 36 01.54873(W)     ADJUSTED  
 ED2576* NAVD 88     -       247.9    (meters)     813.     (feet)  VERTCON   
 ED2576  ___________________________________________________________________
 ED2576  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 ED2576  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 ED2576
 ED2576  HORZ ORDER  -  SECOND
 ED2576
 ED2576.The horizontal coordinates were established by classical geodetic methods
 ED2576.and adjusted by the National Geodetic Survey in March 2004..
 ED2576
 ED2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2576
 ED2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2576
 ED2576.The geoid height was determined by GEOID03.
 ED2576
 ED2576;                    North         East     Units Scale Factor Converg.
 ED2576;SPC SC       -   302,933.316   462,731.234   MT  0.99991289   -0 53 14.2
 ED2576;SPC SC       -   993,875.71  1,518,147.09   iFT  0.99991289   -0 53 14.2
 ED2576;UTM  17      - 3,824,824.798   353,164.457   MT  0.99986576   -0 54 28.5
 ED2576
 ED2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2576!SPC SC       -   0.99996589  x   0.99991289  =   0.99987879
 ED2576!UTM  17      -   0.99996589  x   0.99986576  =   0.99983166
 ED2576
 ED2576:                Primary Azimuth Mark                     Grid Az
 ED2576:SPC SC       -  4 041 AZ MK                              190 40 35.1
 ED2576:UTM  17      -  4 041 AZ MK                              190 41 49.4
 ED2576
 ED2576|---------------------------------------------------------------------|
 ED2576| PID    Reference Object                     Distance      Geod. Az  |
 ED2576|                                                           dddmmss.s |
 ED2576| ED2577 4 041 AZ MK                         APPROX. 0.6 KM 1894720.9 |
 ED2576|---------------------------------------------------------------------|
 ED2576
 ED2576                          SUPERSEDED SURVEY CONTROL
 ED2576
 ED2576  NAD 83(1986)-  34 33 16.88571(N)    082 36 01.54820(W) AD(       ) 2
 ED2576  NAD 27      -  34 33 16.49646(N)    082 36 02.07611(W) AD(       ) 2
 ED2576  NGVD 29 (07/19/86)  248.0    (m)          814.     (f) VERT ANG       
 ED2576
 ED2576.Superseded values are not recommended for survey control.
 ED2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2576.See file dsdata.txt to determine how the superseded data were derived.
 ED2576
 ED2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5316424825(NAD 83)
 ED2576_MARKER: DD = SURVEY DISK
 ED2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2576_SP_SET: CONCRETE POST
 ED2576_STAMPING: HORZ 4 041 1981
 ED2576_MARK LOGO: SCGS  
 ED2576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2576+STABILITY: SURFACE MOTION
 ED2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2576+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2001
 ED2576
 ED2576  HISTORY     - Date     Condition        Report By
 ED2576  HISTORY     - 1981     MONUMENTED       SCGS
 ED2576  HISTORY     - 1981     GOOD             SCGS
 ED2576  HISTORY     - 19920227 GOOD             SCGS
 ED2576  HISTORY     - 20010205 GOOD             SCGS
 ED2576  HISTORY     - 20011216 GOOD             USPSQD
 ED2576
 ED2576                          STATION DESCRIPTION
 ED2576
 ED2576'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2576'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTHWEST OF
 ED2576'WILLIAMSTON, 10.0 KM (6.2 MI) NORTHWEST OF BELTON, 6.8 KM
 ED2576'(4.2 MI) NORTHEAST OF ANDERSON AND ON HIGHWAY RIGHT-OF-WAY.
 ED2576'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2576'PO BOX 191, COLUMBIA SC  29202, PHONE 803-758-3414.
 ED2576'
 ED2576'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND
 ED2576'U.S. HIGHWAY 29, WHICH IS ABOUT 1.6 KM (1 MI) NORTH OF THE CENTER
 ED2576'OF ANDERSON, GO EAST ON HIGHWAY 29 FOR 1.4 KM (0.85 MI)
 ED2576'TO THE JUNCTION WITH STATE HIGHWAY S-4-331 ON THE LEFT.  TURN
 ED2576'LEFT AND GO NORTHERLY ON COUNTY ROAD S-4-331
 ED2576'FOR 5.0 KM (3 MI) TO THE AZIMUTH MARK ON THE LEFT.
 ED2576'CONTINUE NORTHERLY ON ROAD S-4-331 FOR 0.6 KM (0.4 MI) TO
 ED2576'THE STATION ON THE RIGHT.
 ED2576'
 ED2576'THE STATION IS A STANDARD SCGS DISK
 ED2576'STAMPED---HORZ 4 041 1981---,
 ED2576'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2576'FLUSH WITH GROUND.  IT IS LOCATED
 ED2576'14.6 METERS (47.9 FT) EAST-SOUTHEAST FROM A CEMENT UNDERGROUND
 ED2576'ELECTRIC CABLE MARKER,
 ED2576'13.4 METERS (43.96 FT) SOUTH FROM THE APPROXIMATE CENTER OF A
 ED2576'PAVED ROAD LEADING WEST,
 ED2576'8.5 METERS (27.9 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2576'OF ROAD S-4-331 AND
 ED2576'2.99 METERS (9.8 FT) SOUTH-SOUTHWEST FROM A 80 CM IN DIAMETER OAK
 ED2576'TREE.
 ED2576'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2576'STAMPED---HORZ 4 041 1981---,
 ED2576'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2576'
 ED2576'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2576'STAMPED---AZ MK 4 041 1981---,
 ED2576'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2576'FLUSH WITH GROUND.  IT IS LOCATED
 ED2576'17.07 METERS (56.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2576'OF A CEMENT DRIVEWAY,
 ED2576'7.16 METERS (23.5 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 ED2576'OF A PAVED HIGHWAY,
 ED2576'1.22 METERS (4.0 FT) WEST-NORTHWEST FROM A POWER POLE WITH NUMBER
 ED2576'68 ON IT AND
 ED2576'2.01 METERS (6.6 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 ED2576'
 ED2576'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2576'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2576
 ED2576                          STATION RECOVERY (1981)
 ED2576
 ED2576'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2576'RECOVERED IN GOOD CONDITION.
 ED2576
 ED2576                          STATION RECOVERY (1992)
 ED2576
 ED2576'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2576'STATION IS LOCATED 4.6 MILES NORTHEAST OF ANDERSON, 6.55 MILES WEST
 ED2576'NORTHWEST OF BELTON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2576'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2576'TO REACH THE STATION FROM THE NORTHEAST JUNCTION OF U.S. HIGHWAY 29
 ED2576'(BOULEVARD) AND STATE HIGHWAY 81 (EAST GREENVILLE STREET) IN
 ED2576'ANDERSON, GO SOUTHEAST ON HIGHWAY 29 FOR 0.85 MILE TO THE JUNCTION OF
 ED2576'STATE ROAD 331 (OLD WILLIAMSTON ROAD), TURN LEFT ON ROAD 331 FOR 3.8
 ED2576'MILES TO A ROAD LEFT (CRESTVIEW ROAD) AND THE STATION ON THE RIGHT
 ED2576'NEAR A 20-INCH OAK TREE AND NEAR THE EXTENDED CENTER OF CRESTVIEW
 ED2576'ROAD.
 ED2576'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD
 ED2576'331, 9.7 FT SOUTHWEST OF THE OAK TREE WITH A SCGS REFERENCE WASHER
 ED2576'ATTACHED, 27.5 FT EAST SOUTHEAST OF THE CENTER OF ROAD 331, 12.0
 ED2576'FT NORTH NORTHEAST OF THE EXTENDED CENTER OF CRESTVIEW ROAD, 47.8
 ED2576'FT NORTH OF A 5-INCH SQUARE CONCRETE POST (2/MV) PROJECTING 2.0 FEET
 ED2576'(A WATER VALVE).
 ED2576'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 041 AZ MK.
 ED2576'RECOVERED BY R.W. ROBERTS.
 ED2576
 ED2576                          STATION RECOVERY (2001)
 ED2576
 ED2576'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2576'STATION IS LOCATED 4.45 MILES (7.16 KM) NORTHEAST OF ANDERSON, 6.5
 ED2576'MILES (10.5 KM) WEST NORTHWEST OF BELTON.  OWNERSHIP--SCDOT, DIRECTOR
 ED2576'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2576'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION U.S.  HIGHWAY 29
 ED2576'(BOULEVARD) AND STATE HIGHWAY 81 (EAST GREENVILLE STREET) IN ANDERSON,
 ED2576'GO SOUTHEAST ON HIGHWAY 29 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF
 ED2576'STATE ROAD 331 (ORR STREET) , TURN LEFT ON ROAD 331 FOR 1.3 MILES (2.1
 ED2576'KM) TO THE JUNCTION OF STATE ROAD 904 (WAYCASTER ROAD) , CONTINUE ON
 ED2576'ROAD 331 FOR 2.55 MILES (4.10 KM) TO THE STATION ON THE RIGHT NEAR THE
 ED2576'EXTENDED CENTER OF CRESTVIEW ROAD.  STATION IS A CONCRETE POST FLUSH
 ED2576'WITH THE GROUND AND LEVEL WITH ROAD 331, 27.6 FEET (8.4 M) EAST
 ED2576'SOUTHEAST OF THE CENTER OF ROAD 331, 1.0 FOOT (0.3 M) NORTH OF THE
 ED2576'EXTENDED CENTER OF CRESTVIEW ROAD, 10.0 FEET (3.0 M) SOUTHWEST OF A
 ED2576'1.6-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 27.9 FEET
 ED2576'(8.5 M) SOUTH OF 0.4-FOOT SQUARE CONCRETE POST ENGRAVED 2/MV
 ED2576'PROJECTING 2.0 FEET, (0.6 M) 33.3 FEET (10.1 M) NORTH OF A 2.5-FOOT
 ED2576'OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED. NOTE-STATION IS NOT
 ED2576'INTERVISIBLE WITH SURVEY STATION 4 041 AZ MK. RECOVERED BY R.P.
 ED2576'MCKEOWN.
 ED2576
 ED2576                          STATION RECOVERY (2001)
 ED2576
 ED2576'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 ED2576'MARK LOCATED 47.8 FT SOUTH OF A 5-INCH SQUARE CONCRETE POST (2/MV)
 ED2576'PROJECTING 2.0 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2577 ***********************************************************************
 ED2577  DESIGNATION -  4 041 AZ MK
 ED2577  PID         -  ED2577
 ED2577  STATE/COUNTY-  SC/ANDERSON
 ED2577  USGS QUAD   -  BELTON WEST (1983)
 ED2577
 ED2577                         *CURRENT SURVEY CONTROL
 ED2577  ___________________________________________________________________
 ED2577* NAD 83(2001)-  34 32 57.19213(N)    082 36 05.65329(W)     ADJUSTED  
 ED2577* NAVD 88     -       248.5    (meters)     815.     (feet)  VERTCON   
 ED2577  ___________________________________________________________________
 ED2577  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 ED2577  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 ED2577
 ED2577  HORZ ORDER  -  SECOND
 ED2577
 ED2577.The horizontal coordinates were established by classical geodetic methods
 ED2577.and adjusted by the National Geodetic Survey in March 2004..
 ED2577
 ED2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2577
 ED2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2577
 ED2577.The geoid height was determined by GEOID03.
 ED2577
 ED2577;                    North         East     Units Scale Factor Converg.
 ED2577;SPC SC       -   302,328.516   462,617.214   MT  0.99991142   -0 53 16.5
 ED2577;SPC SC       -   991,891.46  1,517,773.01   iFT  0.99991142   -0 53 16.5
 ED2577;UTM  17      - 3,824,220.067   353,050.225   MT  0.99986617   -0 54 30.4
 ED2577
 ED2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2577!SPC SC       -   0.99996580  x   0.99991142  =   0.99987722
 ED2577!UTM  17      -   0.99996580  x   0.99986617  =   0.99983197
 ED2577
 ED2577                          SUPERSEDED SURVEY CONTROL
 ED2577
 ED2577  NAD 83(1986)-  34 32 57.20191(N)    082 36 05.65274(W) AD(       ) 2
 ED2577  NAD 27      -  34 32 56.81229(N)    082 36 06.18112(W) AD(       ) 2
 ED2577  NGVD 29 (07/19/86)  248.6    (m)          816.     (f) VERT ANG       
 ED2577
 ED2577.Superseded values are not recommended for survey control.
 ED2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2577.See file dsdata.txt to determine how the superseded data were derived.
 ED2577
 ED2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5305024220(NAD 83)
 ED2577_MARKER: DH = HORIZONTAL CONTROL DISK
 ED2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2577_SP_SET: CONCRETE POST
 ED2577_STAMPING: AZ MK 4 041 1981
 ED2577_MARK LOGO: SCGS  
 ED2577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2577+STABILITY: SURFACE MOTION
 ED2577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2577+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1992
 ED2577
 ED2577  HISTORY     - Date     Condition        Report By
 ED2577  HISTORY     - 1981     MONUMENTED       SCGS
 ED2577  HISTORY     - 1981     GOOD             SCGS
 ED2577  HISTORY     - 19920227 GOOD             SCGS
 ED2577  HISTORY     - 20010205 MARK NOT FOUND   SCGS
 ED2577  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 ED2577
 ED2577                          STATION DESCRIPTION
 ED2577
 ED2577'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2577'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTHWEST OF
 ED2577'WILLIAMSTON, 10 KM (6.2 MI) NORTHWEST OF BELTON, 6.8 KM
 ED2577'(4.2 MI) NORTHEAST OF ANDERSON AND ON HIGHWAY RIGHT-OF-WAY.
 ED2577'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2577'PO BOX 191, COLUMBIA SC 29203, PHONE 803-758-3414.
 ED2577'
 ED2577'TO REACH THE STATION FROM THE JUNCTION  OF STATE HIGHWAY 81 AND
 ED2577'U.S. HIGHWAY 29, ABOUT 1.6 KM (1 MI) NORTH OF THE CENTER OF
 ED2577'ANDERSON.  GO EAST ON HIGHWAY 29 FOR 1.4 KM (0.85 MI) TO THE
 ED2577'JUNCTION WITH COUNTY ROAD S-4-331.  TURN LEFT AND GO NORTHERLY
 ED2577'ON COUNTY ROAD S-4-331 FOR 5 KM (3.1 MI) TO THE STATION ON LEFT.
 ED2577'ON THE LEFT.
 ED2577'
 ED2577'THE STATION IS A STANDARD SCGS DISK
 ED2577'STAMPED---AZ MK 4 041 1981---,
 ED2577'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2577'FLUSH WITH GROUND.  IT IS LOCATED
 ED2577'17.07 METERS (56.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 ED2577'OF A CEMENT DRIVEWAY,
 ED2577'7.16 METERS (23.5 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2577'THE PAVED HIGHWAY,
 ED2577'1.22 METERS (4.0 FT) WEST-NORTHWEST FROM A POWER POLE WITH NUMBER
 ED2577'68 ON IT AND
 ED2577'2.01 METERS (6.6 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 ED2577'
 ED2577'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2577'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2577
 ED2577                          STATION RECOVERY (1981)
 ED2577
 ED2577'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2577'RECOVERED IN GOOD CONDITION.
 ED2577
 ED2577                          STATION RECOVERY (1992)
 ED2577
 ED2577'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2577'STATION IS LOCATED 4.25 MILES NORTHEAST OF ANDERSON, 6.5 MILES WEST
 ED2577'NORTHWEST OF BELTON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED2577'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2577'TO REACH THE STATION FROM THE NORTHEAST JUNCTION OF U.S. HIGHWAY 29
 ED2577'(BOULEVARD) AND STATE HIGHWAY 81 (EAST GREENVILLE STREET) IN
 ED2577'ANDERSON, GO SOUTHEAST ON HIGHWAY 29 FOR 0.85 MILE TO THE JUNCTION OF
 ED2577'STATE ROAD 331 (OLD WILLIAMSTON ROAD), TURN LEFT ON ROAD 331 FOR 3.45
 ED2577'MILES TO THE STATION NEAR A POWER POLE NUMBER 6/8 IN THE SOUTHWEST
 ED2577'ANGLE OF A DRIVEWAY LEADING TO A BRICK HOUSE (2735 OLD WILLIAMSTON
 ED2577'ROAD).
 ED2577'STATION IS A CONCRETE POST PROJECTING 1 INCH AND LEVEL WITH THE ROAD,
 ED2577'4.5 FT WEST NORTHWEST OF THE POWER POLE, 54.5 FT SOUTH OF THE
 ED2577'CENTER OF THE DRIVEWAY, 24.0 FT WEST NORTHWEST OF THE CENTER OF THE
 ED2577'ROAD, 42.1 FT SOUTH SOUTHWEST OF THE SOUTH END OF A 22-INCH CONCRETE
 ED2577'PIPE CULVERT BENEATH THE DRIVEWAY, 6.9 FT EAST SOUTHEAST OF A
 ED2577'WITNESS POST.
 ED2577'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 041.
 ED2577'RECOVERED BY R.W. ROBERTS.
 ED2577
 ED2577                          STATION RECOVERY (2001)
 ED2577
 ED2577'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2577'NOT RECOVERED, CONCRETE POST FOUND WITH DISK MISSING.  RECOVERY BY
 ED2577'R.P.  MCKEOWN.
 ED2577
 ED2577                          STATION RECOVERY (2001)
 ED2577
 ED2577'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 ED2577'MONUMENT IN GOOD CONDITION. MARKER MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2584 ***********************************************************************
 ED2584  HT_MOD      -  This is a Height Modernization Survey Station.
 ED2584  DESIGNATION -  4 042
 ED2584  PID         -  ED2584
 ED2584  STATE/COUNTY-  SC/ANDERSON
 ED2584  USGS QUAD   -  ANDERSON NORTH (1983)
 ED2584
 ED2584                         *CURRENT SURVEY CONTROL
 ED2584  ___________________________________________________________________
 ED2584* NAD 83(2001)-  34 35 45.54537(N)    082 37 53.58247(W)     ADJUSTED  
 ED2584* NAVD 88     -       262.98   (meters)     862.8    (feet)  GPS OBS   
 ED2584  ___________________________________________________________________
 ED2584  X           -     674,104.534 (meters)                     COMP
 ED2584  Y           -  -5,212,790.184 (meters)                     COMP
 ED2584  Z           -   3,601,193.917 (meters)                     COMP
 ED2584  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 ED2584  ELLIP HEIGHT-         232.28  (meters)          (03/13/03) GPS OBS
 ED2584  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ED2584
 ED2584  HORZ ORDER  -  FIRST
 ED2584  ELLP ORDER  -  FOURTH    CLASS II
 ED2584
 ED2584.The horizontal coordinates were established by GPS observations
 ED2584.and adjusted by the National Geodetic Survey in March 2003..
 ED2584
 ED2584.The orthometric height was determined by GPS observations and a
 ED2584.high-resolution geoid model using precise GPS observation and
 ED2584.processing techniques.
 ED2584
 ED2584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2584
 ED2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2584
 ED2584.The ellipsoidal height was determined by GPS observations
 ED2584.and is referenced to NAD 83.
 ED2584
 ED2584.The geoid height was determined by GEOID03.
 ED2584
 ED2584;                    North         East     Units Scale Factor Converg.
 ED2584;SPC SC       -   307,558.228   459,947.910   MT  0.99992430   -0 54 16.3
 ED2584;SPC SC       - 1,009,049.30  1,509,015.45   iFT  0.99992430   -0 54 16.3
 ED2584;UTM  17      - 3,829,450.525   350,382.987   MT  0.99987592   -0 55 35.6
 ED2584
 ED2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2584!SPC SC       -   0.99996354  x   0.99992430  =   0.99988784
 ED2584!UTM  17      -   0.99996354  x   0.99987592  =   0.99983946
 ED2584
 ED2584:                Primary Azimuth Mark                     Grid Az
 ED2584:SPC SC       -  ANDERSON SINGER CO TANK                  218 36 49.7
 ED2584:UTM  17      -  ANDERSON SINGER CO TANK                  218 38 09.0
 ED2584
 ED2584|---------------------------------------------------------------------|
 ED2584| PID    Reference Object                     Distance      Geod. Az  |
 ED2584|                                                           dddmmss.s |
 ED2584| ED2593 ANDERSON SINGER CO TANK             APPROX. 9.2 KM 2174233.4 |
 ED2584| ED2585 4 042 AZ MK                         APPROX. 0.5 KM 2480258.7 |
 ED2584|---------------------------------------------------------------------|
 ED2584
 ED2584                          SUPERSEDED SURVEY CONTROL
 ED2584
 ED2584  NAD 83(1986)-  34 35 45.55516(N)    082 37 53.58185(W) AD(       ) 1
 ED2584  NAD 83(1995)-  34 35 45.54553(N)    082 37 53.58261(W) AD(       ) 1
 ED2584  ELLIP H (04/18/02)  232.29   (m)                       GP(       ) 4 1
 ED2584  NAD 83(1986)-  34 35 45.55516(N)    082 37 53.58185(W) AD(       ) 2
 ED2584  NAD 27      -  34 35 45.17161(N)    082 37 54.10227(W) AD(       ) 2
 ED2584  NGVD 29 (07/19/86)  262.9    (m)          863.     (f) VERT ANG       
 ED2584
 ED2584.Superseded values are not recommended for survey control.
 ED2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2584.See file dsdata.txt to determine how the superseded data were derived.
 ED2584
 ED2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5038329451(NAD 83)
 ED2584_MARKER: DD = SURVEY DISK
 ED2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2584_SP_SET: CONCRETE POST
 ED2584_STAMPING: HORZ 4 042 1981
 ED2584_MARK LOGO: SCGS  
 ED2584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2584+STABILITY: SURFACE MOTION
 ED2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2584+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 ED2584
 ED2584  HISTORY     - Date     Condition        Report By
 ED2584  HISTORY     - 1981     MONUMENTED       SCGS
 ED2584  HISTORY     - 1981     GOOD             SCGS
 ED2584  HISTORY     - 19920227 GOOD             SCGS
 ED2584  HISTORY     - 20010206 GOOD             SCGS
 ED2584  HISTORY     - 20051214 GOOD             NEWBY
 ED2584
 ED2584                          STATION DESCRIPTION
 ED2584
 ED2584'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2584'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTHEAST OF
 ED2584'PENDLETON, 12.9 KM (8.0 MI) WEST-SOUTHWEST OF WILLIAMSTON,
 ED2584'9.6 KM ( 6.0 MI) NORTH NORTHEAST OF ANDERSON, ALONG THE ROAD
 ED2584'RIGHT-OF-WAY OF COUNTY ROAD S-4-29.
 ED2584'OWNERSHIP--GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED2584'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED2584'
 ED2584'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2584'AND STATE HIGHWAY 81 AT EXIT 27.  GO SOUTH ON HIGHWAY 81 FOR 4.3
 ED2584'KM (2.70 MI) TO THE JUNCTION WITH COUNTY ROAD S-4-29.
 ED2584'TURN RIGHT AND GO WEST ON COUNTY ROAD S-4-29 FOR 1.35 KM
 ED2584'(0.85 MI) TO THE STATION ON THE RIGHT.
 ED2584'
 ED2584'THE STATION IS A STANDARD SCGS DISK
 ED2584'STAMPED---HORZ 4 042 1981---,
 ED2584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2584'FLUSH WITH GROUND.  IT IS LOCATED
 ED2584'23.7 METERS (77.7 FT) SOUTH FROM THE SOUTHWEST CORNER OF A ONE-
 ED2584'STORY WOOD HOUSE,
 ED2584'6.3 METERS (20.7 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 ED2584'OF COUNTY ROAD S-4-29 AND
 ED2584'1.1 METERS (3.6 FT) WEST-SOUTHWEST FROM POWER POLE NUMBER 81
 ED2584'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2584'STAMPED---HORZ 4 042 1981---,
 ED2584'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2584'
 ED2584'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED2584'STAMPED---AZ MK 4 042 1981---,
 ED2584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2584'FLUSH WITH GROUND.  IT IS LOCATED
 ED2584'20.9 METERS (68.6 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 ED2584'ROAD S-4-29,
 ED2584'14.5 METERS (47.6 FT) SOUTH FROM THE APPROXIMATE CENTER OF A
 ED2584'PAVED ROAD,
 ED2584'8.52 METERS (27.9 FT) EAST-NORTHEAST FROM A METAL WITNESS POST
 ED2584'AND
 ED2584'1.7 METERS (5.6 FT) SOUTHWEST FROM A POWER POLE.
 ED2584'
 ED2584'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ON S-4-29
 ED2584'FOR 0.55 KM (0.35 MI) TO THE AZIMUTH MARK ON THE RIGHT AT A FORK
 ED2584'TO THE RIGHT.
 ED2584'
 ED2584'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2584'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2584
 ED2584                          STATION RECOVERY (1981)
 ED2584
 ED2584'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 ED2584'RECOVERED IN GOOD CONDITION.
 ED2584
 ED2584                          STATION RECOVERY (1992)
 ED2584
 ED2584'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2584'STATION IS LOCATED 6.5 MILES NORTH OF ANDERSON, 7.65 MILES EAST OF LA
 ED2584'FRANCE. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED2584'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED2584'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED2584'STATE HIGHWAY 81, 9.25 MILES NORTHEAST OF ANDERSON, GO SOUTH SOUTHWEST
 ED2584'ON HIGHWAY 81 FOR 2.6 MILES TO THE JUNCTION OF STATE ROAD 29 (HOPEWELL
 ED2584'CHURCH ROAD), TURN RIGHT ON ROAD 29 FOR 0.85 MILE TO THE STATION NEAR
 ED2584'A POWER POLE NUMBER 81 IN THE FRONT YARD OF A VINYL-SIDED HOUSE.
 ED2584'STATION IS A CONCRETE POST RECESSED 1 INCH AND 0.5 FOOT BELOW THE ROAD
 ED2584'3.8 FT WEST OF THE POWER POLE WITH A TRANSFORMER, 77.2 FT SOUTH OF
 ED2584'THE SOUTHWEST CORNER OF THE HOUSE, 21.3 FT NORTH NORTHWEST OF THE
 ED2584'CENTER OF THE ROAD, 66.5 FT EAST OF THE CENTER OF A DRIVEWAY TO A
 ED2584'BRICK HOUSE, 3.7 FT WEST OF A WITNESS POST.
 ED2584'RECOVERED BY R.W. ROBERTS.
 ED2584
 ED2584                          STATION RECOVERY (2001)
 ED2584
 ED2584'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED2584'STATION IS LOCATED 6.5 MILES (10.5 KM) NORTH OF ANDERSON, 8.9 MILES
 ED2584'(14.3 KM) WEST OF WILLIAMSTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED2584'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED2584'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED2584'INTERSTATE 85 (EXIT 27) AND STATE HIGHWAY 81 (EAST GREENVILLE HIGHWAY)
 ED2584', 10.0 MILES (16.1 KM) NORTH NORTHEAST OF ANDERSON, GO SOUTH SOUTHWEST
 ED2584'ON HIGHWAY 81 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE ROAD
 ED2584'29 (HOPEWELL CHURCH ROAD) , TURN RIGHT ON ROAD 29 FOR 0.9 MILE (1.4
 ED2584'KM) TO THE STATION NEAR A POWER POLE IN FRONT OF WOOD-SIDED HOUSE
 ED2584'NUMBER 2831.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 ED2584'AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 22.0 FEET (6.7 M) NORTH
 ED2584'NORTHWEST OF THE CENTER OF THE ROAD, 3.9 FEET (1.2 M) WEST OF A POWER
 ED2584'POLE NUMBER 8/1 WITH A TRANSFORMER, 56.4 FEET (17.2 M) EAST NORTHEAST
 ED2584'OF THE EAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY
 ED2584'TO A BRICK HOUSE NUMBER 2829, 41.1 FEET (12.5 M) EAST NORTHEAST OF A
 ED2584'POWER POLE NUMBER 8/1/2, 77.7 FEET (23.7 M) SOUTH OF THE SOUTHWEST
 ED2584'CORNER OF HOUSE NUMBER 2831, 3.8 FEET (1.2 M) WEST OF A WITNESS POST.
 ED2584'RECOVERED BY R.P.  MCKEOWN.
 ED2584
 ED2584                          STATION RECOVERY (2005)
 ED2584
 ED2584'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005
 ED2584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED2585 ***********************************************************************
 ED2585  DESIGNATION -  4 042 AZ MK
 ED2585  PID         -  ED2585
 ED2585  STATE/COUNTY-  SC/ANDERSON
 ED2585  USGS QUAD   -  ANDERSON NORTH (1983)
 ED2585
 ED2585                         *CURRENT SURVEY CONTROL
 ED2585  ___________________________________________________________________
 ED2585* NAD 83(2001)-  34 35 38.93717(N)    082 38 13.40901(W)     ADJUSTED  
 ED2585* NAVD 88     -       254.0    (meters)     833.     (feet)  VERTCON   
 ED2585  ___________________________________________________________________
 ED2585  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 ED2585  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ED2585
 ED2585  HORZ ORDER  -  SECOND
 ED2585
 ED2585.The horizontal coordinates were established by classical geodetic methods
 ED2585.and adjusted by the National Geodetic Survey in March 2004..
 ED2585
 ED2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2585
 ED2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2585
 ED2585.The geoid height was determined by GEOID03.
 ED2585
 ED2585;                    North         East     Units Scale Factor Converg.
 ED2585;SPC SC       -   307,362.627   459,439.569   MT  0.99992378   -0 54 27.3
 ED2585;SPC SC       - 1,008,407.57  1,507,347.67   iFT  0.99992378   -0 54 27.3
 ED2585;UTM  17      - 3,829,255.129   349,874.595   MT  0.99987780   -0 55 46.7
 ED2585
 ED2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2585!SPC SC       -   0.99996495  x   0.99992378  =   0.99988873
 ED2585!UTM  17      -   0.99996495  x   0.99987780  =   0.99984275
 ED2585
 ED2585:                Primary Azimuth Mark                     Grid Az
 ED2585:SPC SC       -  4 042                                    068 57 14.7
 ED2585:UTM  17      -  4 042                                    068 58 34.1
 ED2585
 ED2585|---------------------------------------------------------------------|
 ED2585| PID    Reference Object                     Distance      Geod. Az  |
 ED2585|                                                           dddmmss.s |
 ED2585| ED2584 4 042                               APPROX. 0.5 KM 0680247.4 |
 ED2585|---------------------------------------------------------------------|
 ED2585
 ED2585                          SUPERSEDED SURVEY CONTROL
 ED2585
 ED2585  NAD 83(1986)-  34 35 38.94680(N)    082 38 13.40878(W) AD(       ) 2
 ED2585  NAD 27      -  34 35 38.56361(N)    082 38 13.92851(W) AD(       ) 2
 ED2585  NGVD 29 (07/19/86)  254.1    (m)          834.     (f) VERT ANG       
 ED2585
 ED2585.Superseded values are not recommended for survey control.
 ED2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2585.See file dsdata.txt to determine how the superseded data were derived.
 ED2585
 ED2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4987529255(NAD 83)
 ED2585_MARKER: DZ = AZIMUTH MARK DISK
 ED2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2585_MARK LOGO: SCGS  
 ED2585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2585+STABILITY: SURFACE MOTION
 ED2585
 ED2585  HISTORY     - Date     Condition        Report By
 ED2585  HISTORY     - 1981     MONUMENTED       SCGS
 ED2585  HISTORY     - 19920227 MARK NOT FOUND   SCGS
 ED2585
 ED2585                          STATION DESCRIPTION
 ED2585
 ED2585'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (VDN)
 ED2585'THE STATION IS LOCATED ABOUT 15.2 KM (9.5 MI)
 ED2585'SOUTHEAST OF PENDLETON, 12.8 KM (8 MI)
 ED2585'WEST-SOUTHWEST OF WILLIAMSON, 9.5 KM (6 MI)
 ED2585'NORTH-NORTHEAST OF ANDERSON, ALONG THE ROAD RIGHT-OF-WAY
 ED2585'OF COUNTY ROAD S-4-29.
 ED2585'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION
 ED2585'ENGINEER, PO BOX 191, COLUMBIA SC 29202,
 ED2585'PHONE 803-758-3414.
 ED2585'
 ED2585'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED2585'AND STATE HIGHWAY 81 AT EXIT 27.  GO SOUTH ON HIGHWAY 81
 ED2585'FOR 4.3 KM (2.7 MI) TO THE JUNCTION WITH COUNTY ROAD S-4-29.
 ED2585'TURN RIGHT AND GO WEST ON S-4-29 FOR
 ED2585'1.3 KM (0.8 MI) TO STATION 4 042 SCGS ON THE RIGHT.
 ED2585'CONTINUE WESTERLY ON S-4-29 FOR 0.5 KM (0.3 MI)
 ED2585'TO THE STATION ON THE RIGHT AT A FORK RIGHT.
 ED2585'
 ED2585'THE STATION IS A STANDARD SCGS DISK
 ED2585'STAMPED---AZ MK 4 042 1981---,
 ED2585'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED2585'FLUSH WITH GROUND.  IT IS LOCATED
 ED2585'20.9 METERS (68.6 FT) NORTHWEST FROM THE CENTER OF S-4-29,
 ED2585'14.5 METERS (47.6 FT) SOUTH FROM THE CENTER OF A PAVED ROAD,
 ED2585'8.52 METERS (27.9 FT) EAST-NORTHEAST FROM A METAL WITNESS POST AND
 ED2585'1.7 METERS (5.6 FT) SOUTHWEST FROM A POWER LINE POLE.
 ED2585'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED2585'STAMPED---AZ MK 4 042 1981---,
 ED2585'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 ED2585'
 ED2585'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED2585'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED2585
 ED2585                          STATION RECOVERY (1992)
 ED2585
 ED2585'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED2585'NOT RECOVERED, SOME MEASUREMENTS MISSING AND AREA HAS CHANGED DUE TO
 ED2585'CONSTRUCTION.
 ED2585'RECOVERY BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0021 ***********************************************************************
 DF0021  DESIGNATION -  4 125 A AND B
 DF0021  PID         -  DF0021
 DF0021  STATE/COUNTY-  SC/MCCORMICK
 DF0021  USGS QUAD   -  MC CORMICK (1986)
 DF0021
 DF0021                         *CURRENT SURVEY CONTROL
 DF0021  ___________________________________________________________________
 DF0021* NAD 83(1986)-  33 53 03.     (N)    082 16 26.     (W)     SCALED    
 DF0021* NAVD 88     -       144.04   (+/-2cm)     472.6    (feet)  VERTCON   
 DF0021  ___________________________________________________________________
 DF0021  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DF0021
 DF0021  VERT ORDER  -  ? (See Below)
 DF0021
 DF0021.The horizontal coordinates were scaled from a topographic map and have
 DF0021.an estimated accuracy of +/- 6 seconds.
 DF0021
 DF0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0021.The vertical order pertains to the NGVD 29 superseded value.
 DF0021
 DF0021.The geoid height was determined by GEOID03.
 DF0021
 DF0021;                    North         East    Units  Estimated Accuracy
 DF0021;SPC SC       -   228,160.      491,780.      MT  (+/- 180 meters Scaled)
 DF0021
 DF0021                          SUPERSEDED SURVEY CONTROL
 DF0021
 DF0021  NGVD 29 (??/??/92)  144.233  (m)          473.20   (f) ADJ UNCH    ?  
 DF0021
 DF0021.Superseded values are not recommended for survey control.
 DF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0021.See file dsdata.txt to determine how the superseded data were derived.
 DF0021
 DF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT821500(NAD 83)
 DF0021_MARKER: S = SPIKE
 DF0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0021_SP_SET: TREE
 DF0021_PROJECTION: FLUSH
 DF0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0021
 DF0021  HISTORY     - Date     Condition        Report By
 DF0021  HISTORY     - UNK      MONUMENTED       SCHD
 DF0021  HISTORY     - 1933     GOOD             NGS
 DF0021  HISTORY     - 19970709 MARK NOT FOUND   SCGS
 DF0021
 DF0021                          STATION DESCRIPTION
 DF0021
 DF0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0021'2.2 MI S FROM MC CORMICK.
 DF0021'2.2 MILES SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0021'FROM MC CORMICK, MC CORMICK COUNTY, 0.3 MILE SOUTH OF MILEPOST 41,
 DF0021'42 FEET WEST OF THE WEST RAIL, IN THE SOUTHWEST SIDE OF AN 18-
 DF0021'INCH SHORT-LEAF PINE TREE, AND 4.5 FEET ABOVE THE GROUND.  A
 DF0021'RAILROAD SPIKE.
 DF0021
 DF0021                          STATION RECOVERY (1997)
 DF0021
 DF0021'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0021'NOT RECOVERED, MEASUREMENTS POOR.  RECOVERY BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0914 ***********************************************************************
 DE0914  DESIGNATION -  4 32
 DE0914  PID         -  DE0914
 DE0914  STATE/COUNTY-  SC/BARNWELL
 DE0914  USGS QUAD   -  GIRARD NE (1989)
 DE0914
 DE0914                         *CURRENT SURVEY CONTROL
 DE0914  ___________________________________________________________________
 DE0914* NAD 83(1986)-  33 12 52.     (N)    081 33 03.     (W)     SCALED    
 DE0914* NAVD 88     -        74.837  (meters)     245.53   (feet)  POSTED    
 DE0914  ___________________________________________________________________
 DE0914  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE0914  DYNAMIC HT  -          74.760 (meters)     245.28  (feet)  COMP
 DE0914  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 DE0914
 DE0914  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DE0914
 DE0914.The horizontal coordinates were scaled from a topographic map and have
 DE0914.an estimated accuracy of +/- 6 seconds.
 DE0914
 DE0914.The orthometric height was determined by differential leveling
 DE0914.and adjusted by the National Geodetic Survey in 1992..
 DE0914.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DE0914.rate of 1.1 thru 2.0 mm/km.
 DE0914
 DE0914.The geoid height was determined by GEOID03.
 DE0914
 DE0914.The dynamic height is computed by dividing the NAVD 88
 DE0914.geopotential number by the normal gravity value computed on the
 DE0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0914.degrees latitude (g = 980.6199 gals.).
 DE0914
 DE0914.The modeled gravity was interpolated from observed gravity values.
 DE0914
 DE0914;                    North         East    Units  Estimated Accuracy
 DE0914;SPC SC       -   153,300.      558,260.      MT  (+/- 180 meters Scaled)
 DE0914
 DE0914                          SUPERSEDED SURVEY CONTROL
 DE0914
 DE0914  NGVD 29 (??/??/92)   75.105  (m)          246.41   (f) ADJ UNCH    1 2
 DE0914
 DE0914.Superseded values are not recommended for survey control.
 DE0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0914.See file dsdata.txt to determine how the superseded data were derived.
 DE0914
 DE0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS486751(NAD 83)
 DE0914_MARKER: P = PIPE CAP
 DE0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0914+STABILITY: SURFACE MOTION
 DE0914
 DE0914  HISTORY     - Date     Condition        Report By
 DE0914  HISTORY     - UNK      MONUMENTED       SCHD
 DE0914  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0914
 DE0914                          STATION DESCRIPTION
 DE0914
 DE0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0914'6.2 MI SW FROM SNELLING.
 DE0914'A THOROUGH SEARCH WAS MADE BUT THE MARK WAS NOT RECOVERED.  THE
 DE0914'HIGHWAY MENTIONED IS NOW A FOUR LANE HIGHWAY INSIDE THE SAVANNAH
 DE0914'RIVER PLANT GROUNDS AND HAS BEEN REBUILT.  THE MARK IS BELIEVED
 DE0914'TO HAVE BEEN DESTROYED.  AT DUNBARTON, BARNWELL COUNTY, ON THE
 DE0914'ATLANTIC COAST LINE RAILROAD, AT THE MAIN STREET CROSSING, 550 FEET
 DE0914'NORTH OF THE TRACK, 32 FEET NORTHWEST OF THE CENTERLINE OF STATE
 DE0914'HIGHWAY 64, AND 25 FEET NORTHEAST OF THE CENTERLINE OF MAIN STREET,
 DE0914'AND MARKED BY A WOODEN ARROW PAINTED S.C.H.D. B.M. 4.  THE TOP
 DE0914'OF AN IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0302 ***********************************************************************
 ED0302  DESIGNATION -  4 668 B AND 805 A
 ED0302  PID         -  ED0302
 ED0302  STATE/COUNTY-  SC/ANDERSON
 ED0302  USGS QUAD   -  LOWNDESVILLE (1982)
 ED0302
 ED0302                         *CURRENT SURVEY CONTROL
 ED0302  ___________________________________________________________________
 ED0302* NAD 83(1986)-  34 14 53.     (N)    082 41 00.     (W)     SCALED    
 ED0302* NAVD 88     -       207.397  (meters)     680.43   (feet)  ADJUSTED  
 ED0302  ___________________________________________________________________
 ED0302  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 ED0302  DYNAMIC HT  -         207.186 (meters)     679.74  (feet)  COMP
 ED0302  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 ED0302
 ED0302  VERT ORDER  -  FIRST     CLASS II
 ED0302
 ED0302.The horizontal coordinates were scaled from a topographic map and have
 ED0302.an estimated accuracy of +/- 6 seconds.
 ED0302
 ED0302.The orthometric height was determined by differential leveling
 ED0302.and adjusted by the National Geodetic Survey in June 1991..
 ED0302
 ED0302.The geoid height was determined by GEOID03.
 ED0302
 ED0302.The dynamic height is computed by dividing the NAVD 88
 ED0302.geopotential number by the normal gravity value computed on the
 ED0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0302.degrees latitude (g = 980.6199 gals.).
 ED0302
 ED0302.The modeled gravity was interpolated from observed gravity values.
 ED0302
 ED0302;                    North         East    Units  Estimated Accuracy
 ED0302;SPC SC       -   269,050.      454,570.      MT  (+/- 180 meters Scaled)
 ED0302
 ED0302                          SUPERSEDED SURVEY CONTROL
 ED0302
 ED0302  NGVD 29 (??/??/92)  207.525  (m)          680.85   (f) ADJ UNCH    1 2
 ED0302
 ED0302.Superseded values are not recommended for survey control.
 ED0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0302.See file dsdata.txt to determine how the superseded data were derived.
 ED0302
 ED0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT449909(NAD 83)
 ED0302_MARKER: N = NAIL
 ED0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0302_SP_SET: TREE
 ED0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0302
 ED0302  HISTORY     - Date     Condition        Report By
 ED0302  HISTORY     - UNK      MONUMENTED       SCHD
 ED0302  HISTORY     - 1933     GOOD             NGS
 ED0302
 ED0302                          STATION DESCRIPTION
 ED0302
 ED0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0302'0.5 MI SE FROM BARNES.
 ED0302'0.5 MILE SOUTHEAST ALONG THE CHARLESTON AND WESTERN CAROLINA
 ED0302'RAILWAY FROM BARNES, ANDERSON COUNTY, 156 FEET SOUTH OF MILEPOST
 ED0302'81, 144 FEET NORTH OF THE ANDERSON-ABBEVILLE COUNTY LINE, 40 FEET
 ED0302'SOUTH OF THE CENTER OF A GRADE CROSSING, 45 FEET WEST OF THE WEST
 ED0302'RAIL, 42 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 82, AND IN
 ED0302'THE WEST SIDE OF A 6-INCH BLACK GUM TREE STUMP.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1280 ***********************************************************************
 DD1280  DESIGNATION -  4 MEA
 DD1280  PID         -  DD1280
 DD1280  STATE/COUNTY-  SC/BERKELEY
 DD1280  USGS QUAD   -  ALVIN (1990)
 DD1280
 DD1280                         *CURRENT SURVEY CONTROL
 DD1280  ___________________________________________________________________
 DD1280* NAD 83(1986)-  33 17 17.     (N)    079 50 37.     (W)     SCALED    
 DD1280* NAVD 88     -        14.192  (meters)      46.56   (feet)  ADJUSTED  
 DD1280  ___________________________________________________________________
 DD1280  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DD1280  DYNAMIC HT  -          14.177 (meters)      46.51  (feet)  COMP
 DD1280  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DD1280
 DD1280  VERT ORDER  -  FIRST     CLASS II
 DD1280
 DD1280.The horizontal coordinates were scaled from a topographic map and have
 DD1280.an estimated accuracy of +/- 6 seconds.
 DD1280
 DD1280.The orthometric height was determined by differential leveling
 DD1280.and adjusted by the National Geodetic Survey in June 1991..
 DD1280
 DD1280.The geoid height was determined by GEOID03.
 DD1280
 DD1280.The dynamic height is computed by dividing the NAVD 88
 DD1280.geopotential number by the normal gravity value computed on the
 DD1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1280.degrees latitude (g = 980.6199 gals.).
 DD1280
 DD1280.The modeled gravity was interpolated from observed gravity values.
 DD1280
 DD1280;                    North         East    Units  Estimated Accuracy
 DD1280;SPC SC       -   161,930.      717,290.      MT  (+/- 180 meters Scaled)
 DD1280
 DD1280                          SUPERSEDED SURVEY CONTROL
 DD1280
 DD1280  NGVD 29 (03/21/89)   14.493  (m)           47.55   (f) ADJUSTED    1 2
 DD1280
 DD1280.Superseded values are not recommended for survey control.
 DD1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1280.See file dsdata.txt to determine how the superseded data were derived.
 DD1280
 DD1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS076838(NAD 83)
 DD1280_MARKER: DB = BENCH MARK DISK
 DD1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1280_SP_SET: CONCRETE POST
 DD1280_STAMPING: 48 4 MEA 1981
 DD1280_MARK LOGO: USGS  
 DD1280_PROJECTION: PROJECTING 10 CENTIMETERS
 DD1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1280+STABILITY: SURFACE MOTION
 DD1280
 DD1280  HISTORY     - Date     Condition        Report By
 DD1280  HISTORY     - 1981     MONUMENTED       USGS
 DD1280  HISTORY     - 1984     GOOD             SCGS
 DD1280
 DD1280                          STATION DESCRIPTION
 DD1280
 DD1280'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1280'13.8 KM (8.6 MI) WEST FROM JAMESTOWN.
 DD1280'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1280'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 8.1
 DD1280'KILOMETERS (5.05 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 DD1280'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF A GRAVEL ROAD NEAR A
 DD1280'POWER POLE, 20.42 METERS (67.0 FEET) NORTH OF THE CENTERLINE OF THE
 DD1280'HIGHWAY, 14.33 METERS (47.0 FEET) WEST OF THE APPROXIMATE CENTER OF
 DD1280'THE GRAVEL ROAD, 0.61 METER (2.0 FEET) WEST OF THE POWER POLE,
 DD1280'9.14 METERS (30.0 FEET) SOUTHEAST OF A LONE 10-INCH OAK TREE.
 DD1280'THE MARK IS 0.50 METERS  E FROM A WITNESS POST.
 DD1280'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1636 ***********************************************************************
 DE1636  DESIGNATION -  4 SKS
 DE1636  PID         -  DE1636
 DE1636  STATE/COUNTY-  SC/BERKELEY
 DE1636  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1636
 DE1636                         *CURRENT SURVEY CONTROL
 DE1636  ___________________________________________________________________
 DE1636* NAD 83(1986)-  33 08 32.     (N)    080 09 39.     (W)     SCALED    
 DE1636* NAVD 88     -        19.656  (meters)      64.49   (feet)  ADJUSTED  
 DE1636  ___________________________________________________________________
 DE1636  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DE1636  DYNAMIC HT  -          19.635 (meters)      64.42  (feet)  COMP
 DE1636  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DE1636
 DE1636  VERT ORDER  -  FIRST     CLASS II
 DE1636
 DE1636.The horizontal coordinates were scaled from a topographic map and have
 DE1636.an estimated accuracy of +/- 6 seconds.
 DE1636
 DE1636.The orthometric height was determined by differential leveling
 DE1636.and adjusted by the National Geodetic Survey in June 1991..
 DE1636
 DE1636.The geoid height was determined by GEOID03.
 DE1636
 DE1636.The dynamic height is computed by dividing the NAVD 88
 DE1636.geopotential number by the normal gravity value computed on the
 DE1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1636.degrees latitude (g = 980.6199 gals.).
 DE1636
 DE1636.The modeled gravity was interpolated from observed gravity values.
 DE1636
 DE1636;                    North         East    Units  Estimated Accuracy
 DE1636;SPC SC       -   145,470.      687,880.      MT  (+/- 180 meters Scaled)
 DE1636
 DE1636                          SUPERSEDED SURVEY CONTROL
 DE1636
 DE1636  NGVD 29 (03/21/89)   19.953  (m)           65.46   (f) ADJUSTED    1 2
 DE1636
 DE1636.Superseded values are not recommended for survey control.
 DE1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1636.See file dsdata.txt to determine how the superseded data were derived.
 DE1636
 DE1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS782673(NAD 83)
 DE1636_MARKER: DB = BENCH MARK DISK
 DE1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1636_SP_SET: CONCRETE POST
 DE1636_STAMPING: 66 4 SKS 1954
 DE1636_MARK LOGO: USGS  
 DE1636_PROJECTION: PROJECTING 5 CENTIMETERS
 DE1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1636+STABILITY: SURFACE MOTION
 DE1636
 DE1636  HISTORY     - Date     Condition        Report By
 DE1636  HISTORY     - 1954     MONUMENTED       USGS
 DE1636  HISTORY     - 1985     GOOD             SCGS
 DE1636  HISTORY     - 19970618 GOOD             USPSQD
 DE1636
 DE1636                          STATION DESCRIPTION
 DE1636
 DE1636'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1636'10.8 KM (6.7 MI) NW FROM CARNES CROSSROAD.
 DE1636'10.8 KILOMETERS (6.7 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1636'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE AT CARNES CROSSROAD, SET
 DE1636'NEAR A POWER POLE AND TELEPHONE JUNCTION BOX IN THE SOUTH ANGLE OF THE
 DE1636'INTERSECTION OF COUNTY ROAD S-8-16, 19.25 METERS (63.16 FEET)
 DE1636'SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 16.0 METERS (52.49 FEET)
 DE1636'EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD, 11.8 METERS (38.71
 DE1636'FEET) NORTHWEST OF A LONE 40-INCH OAK TREE, 3.75 METERS (12.3 FEET)
 DE1636'SOUTH-SOUTHWEST OF THE POWER POLE.
 DE1636'THE MARK IS 0.33 METERS  NNE FROM A WITNESS POST.
 DE1636'THE MARK IS 1.00 M ABOVE HIGHWAY.
 DE1636
 DE1636                          STATION RECOVERY (1997)
 DE1636
 DE1636'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0202 ***********************************************************************
 CJ0202  DESIGNATION -  4 USN
 CJ0202  PID         -  CJ0202
 CJ0202  STATE/COUNTY-  SC/CHARLESTON
 CJ0202  USGS QUAD   -  CHARLESTON (1983)
 CJ0202
 CJ0202                         *CURRENT SURVEY CONTROL
 CJ0202  ___________________________________________________________________
 CJ0202* NAD 83(1986)-  32 51 58.     (N)    079 57 51.     (W)     SCALED    
 CJ0202* NAVD 88     -         1.459  (meters)       4.79   (feet)  ADJUSTED  
 CJ0202  ___________________________________________________________________
 CJ0202  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 CJ0202  DYNAMIC HT  -           1.457 (meters)       4.78  (feet)  COMP
 CJ0202  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 CJ0202
 CJ0202  VERT ORDER  -  FIRST     CLASS II
 CJ0202
 CJ0202.The horizontal coordinates were scaled from a topographic map and have
 CJ0202.an estimated accuracy of +/- 6 seconds.
 CJ0202
 CJ0202.The orthometric height was determined by differential leveling
 CJ0202.and adjusted by the National Geodetic Survey in June 1991..
 CJ0202
 CJ0202.The geoid height was determined by GEOID03.
 CJ0202
 CJ0202.The dynamic height is computed by dividing the NAVD 88
 CJ0202.geopotential number by the normal gravity value computed on the
 CJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0202.degrees latitude (g = 980.6199 gals.).
 CJ0202
 CJ0202.The modeled gravity was interpolated from observed gravity values.
 CJ0202
 CJ0202;                    North         East    Units  Estimated Accuracy
 CJ0202;SPC SC       -   115,020.      706,540.      MT  (+/- 180 meters Scaled)
 CJ0202
 CJ0202                          SUPERSEDED SURVEY CONTROL
 CJ0202
 CJ0202  NGVD 29 (??/??/92)    1.778  (m)            5.83   (f) ADJ UNCH    1 2
 CJ0202
 CJ0202.Superseded values are not recommended for survey control.
 CJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0202.See file dsdata.txt to determine how the superseded data were derived.
 CJ0202
 CJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS969369(NAD 83)
 CJ0202_MARKER: Z = SEE DESCRIPTION
 CJ0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CJ0202_SP_SET: CONCRETE BASE
 CJ0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0202
 CJ0202  HISTORY     - Date     Condition        Report By
 CJ0202  HISTORY     - UNK      MONUMENTED       DOD
 CJ0202  HISTORY     - 1952     GOOD             NGS
 CJ0202
 CJ0202                          STATION DESCRIPTION
 CJ0202
 CJ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0202'AT CHARLESTON.
 CJ0202'AT CHARLESTON, ON U.S. NAVAL RESERVATION, AT CHARLESTON NAVAL
 CJ0202'SHIPYARD, AT THE EAST END OF SECOND STREET, IN THE TOP OF THE
 CJ0202'NORTHWEST CORNER OF THE CONCRETE BASE OF THE NORTHWEST LEG OF
 CJ0202'THE EAST ONE OF THREE CONNECTED STATIONARY CRANES (CRANE A), 95
 CJ0202'FEET WEST OF FACE OF DOCK AND WATERS EDGE AND LEVEL WITH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3167 ***********************************************************************
 CK3167  DESIGNATION -  4 WDL RESET
 CK3167  PID         -  CK3167
 CK3167  STATE/COUNTY-  SC/BERKELEY
 CK3167  USGS QUAD   -  LADSON (1979)
 CK3167
 CK3167                         *CURRENT SURVEY CONTROL
 CK3167  ___________________________________________________________________
 CK3167* NAD 83(1986)-  32 58 23.     (N)    080 01 18.     (W)     SCALED    
 CK3167* NAVD 88     -        12.305  (meters)      40.37   (feet)  ADJUSTED  
 CK3167  ___________________________________________________________________
 CK3167  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 CK3167  DYNAMIC HT  -          12.292 (meters)      40.33  (feet)  COMP
 CK3167  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 CK3167
 CK3167  VERT ORDER  -  FIRST     CLASS II
 CK3167
 CK3167.The horizontal coordinates were scaled from a topographic map and have
 CK3167.an estimated accuracy of +/- 6 seconds.
 CK3167
 CK3167.The orthometric height was determined by differential leveling
 CK3167.and adjusted by the National Geodetic Survey in June 1991..
 CK3167
 CK3167.The geoid height was determined by GEOID03.
 CK3167
 CK3167.The dynamic height is computed by dividing the NAVD 88
 CK3167.geopotential number by the normal gravity value computed on the
 CK3167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3167.degrees latitude (g = 980.6199 gals.).
 CK3167
 CK3167.The modeled gravity was interpolated from observed gravity values.
 CK3167
 CK3167;                    North         East    Units  Estimated Accuracy
 CK3167;SPC SC       -   126,830.      701,040.      MT  (+/- 180 meters Scaled)
 CK3167
 CK3167                          SUPERSEDED SURVEY CONTROL
 CK3167
 CK3167  NGVD 29 (03/21/89)   12.602  (m)           41.35   (f) ADJUSTED    1 2
 CK3167
 CK3167.Superseded values are not recommended for survey control.
 CK3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3167.See file dsdata.txt to determine how the superseded data were derived.
 CK3167
 CK3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS914487(NAD 83)
 CK3167_MARKER: DB = BENCH MARK DISK
 CK3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3167_SP_SET: CONCRETE POST
 CK3167_STAMPING: 4 WDL 1957 RESET 1984
 CK3167_MARK LOGO: USGS  
 CK3167_PROJECTION: FLUSH
 CK3167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3167+STABILITY: SURFACE MOTION
 CK3167
 CK3167  HISTORY     - Date     Condition        Report By
 CK3167  HISTORY     - 1984     MONUMENTED       USGS
 CK3167  HISTORY     - 1985     GOOD             SCGS
 CK3167  HISTORY     - 19970625 GOOD             USPSQD
 CK3167
 CK3167                          STATION DESCRIPTION
 CK3167
 CK3167'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3167'1.3 KM (0.8 MI) SE FROM GOOSE CREEK.
 CK3167'1.3 KILOMETERS (0.8 MILE) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29 (RED
 CK3167'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, SET BETWEEN TWO POWER
 CK3167'POLES ON THE WEST SIDE OF A PUB (STEERNSTEIN) ACROSS FROM THE SUNRISE
 CK3167'MOBILE HOME COURT, 21.2 METERS (69.55 FEET) NORTH-NORTHEAST OF THE
 CK3167'APPROXIMATE CENTER OF RED BANK ROAD, 30.13 METERS (98.85 FEET)
 CK3167'WEST-SOUTHWEST OF NORTHWEST CORNER OF THE STEERNSTEIN, 2.2 METERS
 CK3167'(7.22 FEET) WEST-SOUTHWEST OF EASTERN MOST POWER POLE NUMBER 1,
 CK3167'2.4 METERS (7.87 FEET) EAST-NORTHEAST OF WESTERN MOST POWER POLE
 CK3167'NUMBER 170.
 CK3167'THE MARK IS 1.10 METERS  SSE FROM A WITNESS POST.
 CK3167'THE MARK IS 0.30 M ABOVE RED BANK ROAD.
 CK3167
 CK3167                          STATION RECOVERY (1997)
 CK3167
 CK3167'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK3167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2974 ***********************************************************************
 CK2974  DESIGNATION -  4 WLC
 CK2974  PID         -  CK2974
 CK2974  STATE/COUNTY-  SC/COLLETON
 CK2974  USGS QUAD   -  WALTERBORO (1988)
 CK2974
 CK2974                         *CURRENT SURVEY CONTROL
 CK2974  ___________________________________________________________________
 CK2974* NAD 83(1986)-  32 52 47.     (N)    080 42 58.     (W)     SCALED    
 CK2974* NAVD 88     -        37.739  (meters)     123.82   (feet)  ADJUSTED  
 CK2974  ___________________________________________________________________
 CK2974  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK2974  DYNAMIC HT  -          37.698 (meters)     123.68  (feet)  COMP
 CK2974  MODELED GRAV-     979,555.7   (mgal)                       NAVD 88
 CK2974
 CK2974  VERT ORDER  -  FIRST     CLASS II
 CK2974
 CK2974.The horizontal coordinates were scaled from a topographic map and have
 CK2974.an estimated accuracy of +/- 6 seconds.
 CK2974
 CK2974.The orthometric height was determined by differential leveling
 CK2974.and adjusted by the National Geodetic Survey in September 1998..
 CK2974
 CK2974.The geoid height was determined by GEOID03.
 CK2974
 CK2974.The dynamic height is computed by dividing the NAVD 88
 CK2974.geopotential number by the normal gravity value computed on the
 CK2974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2974.degrees latitude (g = 980.6199 gals.).
 CK2974
 CK2974.The modeled gravity was interpolated from observed gravity values.
 CK2974
 CK2974;                    North         East    Units  Estimated Accuracy
 CK2974;SPC SC       -   116,080.      636,160.      MT  (+/- 180 meters Scaled)
 CK2974
 CK2974                          SUPERSEDED SURVEY CONTROL
 CK2974
 CK2974  NAVD 88 (06/15/91)   37.751  (m)          123.85   (f) UNKNOWN     1 2
 CK2974  NGVD 29 (03/21/89)   38.038  (m)          124.80   (f) ADJUSTED    1 2
 CK2974
 CK2974.Superseded values are not recommended for survey control.
 CK2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2974.See file dsdata.txt to determine how the superseded data were derived.
 CK2974
 CK2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS265379(NAD 83)
 CK2974_MARKER: DD = SURVEY DISK
 CK2974_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK2974_SP_SET: SET IN WINGWALL OF BRIDGE
 CK2974_STAMPING: 4 WLC 1982
 CK2974_MARK LOGO: USGS  
 CK2974_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2974+STABILITY: SURFACE MOTION
 CK2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2974+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK2974
 CK2974  HISTORY     - Date     Condition        Report By
 CK2974  HISTORY     - 1982     MONUMENTED       USGS
 CK2974  HISTORY     - 1984     GOOD             SCGS
 CK2974  HISTORY     - 19941229 GOOD             SCGS
 CK2974  HISTORY     - 20050803 GOOD             SCGS
 CK2974
 CK2974                          STATION DESCRIPTION
 CK2974
 CK2974'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2974'5.5 KM (3.4 MI) SW FROM WALTERBORO.
 CK2974'SET IN THE NORTHEAST CORNER OF THE OVERPASS OF STATE HIGHWAY 63 AND
 CK2974'INTERSTATE 95, JUST SOUTHWEST OF WALTERBORO.
 CK2974'THE MARK IS 0.30 M ABOVE HIGHWAY 63.
 CK2974
 CK2974                          STATION RECOVERY (1994)
 CK2974
 CK2974'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2974'STATION IS LOCATED IN THE WINGWALL AT THE NORTHEAST CORNER OF THE
 CK2974'JUNCTION OVERPASS OF INTERSTATE 95 AND STATE HIGHWAY 63, 3.2 MILES
 CK2974'(5.1 KM) SOUTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2974'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK2974'803-737-1350.  STATION IS A DRILL MARK IN THE WINGWALL OF BRIDGE AND
 CK2974'1.0 FOOT (0.3 M) ABOVE HIGHWAY 63, 2.0 FEET (0.6 M) SOUTH SOUTHWEST OF
 CK2974'THE NORTHEAST END OF THE WINGWALL, 25.3 FEET (7.7 M) NORTH OF THE
 CK2974'CENTER OF HIGHWAY 63, 4.7 FEET (1.4 M) WEST NORTHWEST OF A WITNESS
 CK2974'POST.  RECOVERED BY R.W.  ROBERTS.
 CK2974
 CK2974                          STATION RECOVERY (2005)
 CK2974
 CK2974'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2974'STATION IS LOCATED IN THE WINGWALL AT THE NORTHEAST CORNER OF THE
 CK2974'BRIDGE OF STATE HIGHWAY 63 (SNIDERS HIGHWAY) AND INTERSTATE 95 (EXIT
 CK2974'53), 3.3 MI (90.61 KM) WEST-SOUTHWEST OF WALTERBORO.
 CK2974'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2974'SC 29202, PHONE 803-737-1350. STATION IS A DISK SET IN A DRILL HOLE IN
 CK2974'THE WINGWALL AND 0.5 FT (0.2 M) ABOVE HIGHWAY 63, 2.0 FT (19.8 M)
 CK2974'SOUTH SOUTHWEST OF THE NORTH END OF THE WINGWALL, 25.6 FT (7.8 M)
 CK2974'NORTH OF THE CENTER OF HIGHWAY 63, 5.0 FT (20.7 M) NORTHWEST OF A
 CK2974'WITNESS POST. NOTE-STATION IS GPS-ABLE BUT YOU NEED SANDBAGS AND
 CK2974'SAFETY EQUIPMENT FOR SETUP. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3045 ***********************************************************************
 EC3045  DESIGNATION -  40 001
 EC3045  PID         -  EC3045
 EC3045  STATE/COUNTY-  SC/RICHLAND
 EC3045  USGS QUAD   -  IRMO (1990)
 EC3045
 EC3045                         *CURRENT SURVEY CONTROL
 EC3045  ___________________________________________________________________
 EC3045* NAD 83(1986)-  34 05 25.     (N)    081 10 13.     (W)     SCALED    
 EC3045* NAVD 88     -        90.561  (meters)     297.12   (feet)  ADJUSTED  
 EC3045  ___________________________________________________________________
 EC3045  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 EC3045  DYNAMIC HT  -          90.470 (meters)     296.82  (feet)  COMP
 EC3045  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 EC3045
 EC3045  VERT ORDER  -  FIRST     CLASS II
 EC3045
 EC3045.The horizontal coordinates were scaled from a topographic map and have
 EC3045.an estimated accuracy of +/- 6 seconds.
 EC3045
 EC3045.The orthometric height was determined by differential leveling
 EC3045.and adjusted by the National Geodetic Survey in March 1994..
 EC3045
 EC3045.The geoid height was determined by GEOID03.
 EC3045
 EC3045.The dynamic height is computed by dividing the NAVD 88
 EC3045.geopotential number by the normal gravity value computed on the
 EC3045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3045.degrees latitude (g = 980.6199 gals.).
 EC3045
 EC3045.The modeled gravity was interpolated from observed gravity values.
 EC3045
 EC3045;                    North         East    Units  Estimated Accuracy
 EC3045;SPC SC       -   250,300.      593,890.      MT  (+/- 180 meters Scaled)
 EC3045
 EC3045                          SUPERSEDED SURVEY CONTROL
 EC3045
 EC3045.No superseded survey control is available for this station.
 EC3045
 EC3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT842721(NAD 83)
 EC3045_MARKER: DD = SURVEY DISK
 EC3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3045_SP_SET: CONCRETE POST
 EC3045_STAMPING: 40 001 1993
 EC3045_MARK LOGO: SCGS  
 EC3045_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3045+STABILITY: SURFACE MOTION
 EC3045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3045+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3045
 EC3045  HISTORY     - Date     Condition        Report By
 EC3045  HISTORY     - 1993     MONUMENTED       SCGS
 EC3045  HISTORY     - 19960617 GOOD             SCGS
 EC3045  HISTORY     - 1998     MARK NOT FOUND   USPSQD
 EC3045
 EC3045                          STATION DESCRIPTION
 EC3045
 EC3045'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3045'STATION IS LOCATED 0.8 MILE (1.3 KM) EAST NORTHEAST OF IRMO.
 EC3045'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3045'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3045'JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 60 (NEWBERRY
 EC3045'AVENUE), 1.05 MILES (1.69 KM) EAST NORTHEAST OF IRMO, GO WEST ON
 EC3045'HIGHWAY 60 FOR 0.3 MILE (0.5 KM) TO A ROAD LEFT (COLUMBIANA DRIVE),
 EC3045'TURN LEFT ON COLUMBIANA DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION
 EC3045'ON THE RIGHT NEAR A TALL LAMP POST. STATION IS A CONCRETE POST FLUSH
 EC3045'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 24.7 FEET
 EC3045'(7.5 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 11.9 FEET (3.6 M)
 EC3045'NORTHWEST OF THE LAMP POST NUMBER 340, 169.4 FEET (51.6 M) SOUTHEAST
 EC3045'OF THE CENTER OF A MANHOLE COVER ON A STORM DRAIN, 104.0 FEET
 EC3045'(31.7 M) WEST NORTHWEST OF THE NORTH CORNER OF A BOARD FENCE, 4.0
 EC3045'FEET (1.2 M) NORTH NORTHEAST OF A WITNESS POST. DESCRIBED BY C.E.
 EC3045'GEOGHEGAN.
 EC3045
 EC3045                          STATION RECOVERY (1996)
 EC3045
 EC3045'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EC3045'RECOVERED AS DESCRIBED, NOTE-THIS STATION IS DESTINED TO BE DESTROYED
 EC3045'BY THE CONSTRUCTION OF THE FOUR LANE ON HIGHWAY 6.  A NEW RESET
 EC3045'STATION WAS SET NEARBY AND LEVELS WERE RUN TO IT.
 EC3045
 EC3045                          STATION RECOVERY (1998)
 EC3045
 EC3045'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5089 ***********************************************************************
 AI5089  DESIGNATION -  40 001 RESET
 AI5089  PID         -  AI5089
 AI5089  STATE/COUNTY-  SC/RICHLAND
 AI5089  USGS QUAD   -  IRMO (1990)
 AI5089
 AI5089                         *CURRENT SURVEY CONTROL
 AI5089  ___________________________________________________________________
 AI5089* NAD 83(1986)-  34 05 22.     (N)    081 10 13.     (W)     SCALED    
 AI5089* NAVD 88     -        94.100  (meters)     308.73   (feet)  ADJUSTED  
 AI5089  ___________________________________________________________________
 AI5089  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AI5089  DYNAMIC HT  -          94.006 (meters)     308.42  (feet)  COMP
 AI5089  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 AI5089
 AI5089  VERT ORDER  -  SECOND    CLASS I
 AI5089
 AI5089.The horizontal coordinates were scaled from a topographic map and have
 AI5089.an estimated accuracy of +/- 6 seconds.
 AI5089
 AI5089.The orthometric height was determined by differential leveling
 AI5089.and adjusted by the National Geodetic Survey in September 2000..
 AI5089.No vertical observational check was made to the station.
 AI5089
 AI5089.The geoid height was determined by GEOID03.
 AI5089
 AI5089.The dynamic height is computed by dividing the NAVD 88
 AI5089.geopotential number by the normal gravity value computed on the
 AI5089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5089.degrees latitude (g = 980.6199 gals.).
 AI5089
 AI5089.The modeled gravity was interpolated from observed gravity values.
 AI5089
 AI5089;                    North         East    Units  Estimated Accuracy
 AI5089;SPC SC       -   250,210.      593,890.      MT  (+/- 180 meters Scaled)
 AI5089
 AI5089                          SUPERSEDED SURVEY CONTROL
 AI5089
 AI5089.No superseded survey control is available for this station.
 AI5089
 AI5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT842720(NAD 83)
 AI5089_MARKER: DD = SURVEY DISK
 AI5089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5089_STAMPING: 40 001 RESET 1996
 AI5089_MARK LOGO: SCGS  
 AI5089_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5089+STABILITY: SURFACE MOTION
 AI5089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5089+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI5089
 AI5089  HISTORY     - Date     Condition        Report By
 AI5089  HISTORY     - 1996     MONUMENTED       SCGS
 AI5089
 AI5089                          STATION DESCRIPTION
 AI5089
 AI5089'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AI5089'STATION IS LOCATED 0.8 MILE (1.3 KM) EAST NORTHEAST OF THE CENTER OF
 AI5089'IRMO. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AI5089'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AI5089'JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 60 (NEWBERRY
 AI5089'AVENUE), 1.05 MILE (1.69 KM) EAST NORTHEAST OF IRMO, GO WEST ON
 AI5089'HIGHWAY 60 FOR 0.3 MILE (0.5 KM) TO A CROSSROAD (COLUMBIANA DRIVE),
 AI5089'TURN LEFT ON COLUMBIANA DRIVE FOR 0.1 MILE (0.2 KM) TO THE STATION ON
 AI5089'THE RIGHT NEAR A BOARD FENCE AND IN LINE WITH THE EAST SIDE OF A
 AI5089'MASONITE-SIDED HOUSE WITH A CHIMNEY INSIDE THE FENCE.  STATION IS A
 AI5089'CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M) ABOVE THE
 AI5089'DRIVE, 31.5 FEET (9.6 M) SOUTH SOUTHWEST OF THE CENTER OF THE DRIVE,
 AI5089'23.1 FEET (7.0 M) WEST NORTHWEST OF A PROPERTY IRON AT THE BASE OF A
 AI5089'MULTI-TRUNKED MAPLE TREE, 18.5 FEET (5.6 M) WEST NORTHWEST OF THE
 AI5089'NORTHEAST CORNER OF THE FENCE, 1.5 FEET (0.5 M) NORTH NORTHEAST OF A
 AI5089'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3046 ***********************************************************************
 EC3046  DESIGNATION -  40 002
 EC3046  PID         -  EC3046
 EC3046  STATE/COUNTY-  SC/RICHLAND
 EC3046  USGS QUAD   -  IRMO (1990)
 EC3046
 EC3046                         *CURRENT SURVEY CONTROL
 EC3046  ___________________________________________________________________
 EC3046* NAD 83(1986)-  34 05 34.     (N)    081 09 47.     (W)     SCALED    
 EC3046* NAVD 88     -        94.761  (meters)     310.89   (feet)  ADJUSTED  
 EC3046  ___________________________________________________________________
 EC3046  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 EC3046  DYNAMIC HT  -          94.667 (meters)     310.59  (feet)  COMP
 EC3046  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 EC3046
 EC3046  VERT ORDER  -  FIRST     CLASS II
 EC3046
 EC3046.The horizontal coordinates were scaled from a topographic map and have
 EC3046.an estimated accuracy of +/- 6 seconds.
 EC3046
 EC3046.The orthometric height was determined by differential leveling
 EC3046.and adjusted by the National Geodetic Survey in March 1994..
 EC3046
 EC3046.The geoid height was determined by GEOID03.
 EC3046
 EC3046.The dynamic height is computed by dividing the NAVD 88
 EC3046.geopotential number by the normal gravity value computed on the
 EC3046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3046.degrees latitude (g = 980.6199 gals.).
 EC3046
 EC3046.The modeled gravity was interpolated from observed gravity values.
 EC3046
 EC3046;                    North         East    Units  Estimated Accuracy
 EC3046;SPC SC       -   250,580.      594,560.      MT  (+/- 180 meters Scaled)
 EC3046
 EC3046                          SUPERSEDED SURVEY CONTROL
 EC3046
 EC3046.No superseded survey control is available for this station.
 EC3046
 EC3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT849724(NAD 83)
 EC3046_MARKER: DD = SURVEY DISK
 EC3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3046_SP_SET: CONCRETE POST
 EC3046_STAMPING: 40 002 1993
 EC3046_MARK LOGO: SCGS  
 EC3046_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3046+STABILITY: SURFACE MOTION
 EC3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3046+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3046
 EC3046  HISTORY     - Date     Condition        Report By
 EC3046  HISTORY     - 1993     MONUMENTED       SCGS
 EC3046  HISTORY     - 19960617 GOOD             SCGS
 EC3046  HISTORY     - 19970501 GOOD             SCGS
 EC3046  HISTORY     - 1998     GOOD             USPSQD
 EC3046
 EC3046                          STATION DESCRIPTION
 EC3046
 EC3046'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3046'STATION IS LOCATED 1.25 MILES (2.01 KM) EAST NORTHEAST OF IRMO.
 EC3046'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3046'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3046'JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 60 (NEWBERRY
 EC3046'AVENUE), 1.05 MILES (1.69 KM) EAST NORTHEAST OF IRMO, GO EAST ON
 EC3046'HIGHWAY 60 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 670
 EC3046'(KINLEY ROAD), TURN LEFT ON ROAD 670 FOR 0.1 MILE (0.2 KM) TO THE
 EC3046'STATION NEAR A SIGN (EPISCOPAL CHURCH OF SAINT SIMON AND JUDE) IN THE
 EC3046'NORTH ANGLE OF THE JUNCTION OF STATE ROAD 1672 (EVERGREEN ROAD).
 EC3046'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET
 EC3046'(0.8 M) ABOVE THE ROAD, 29.0 FEET (8.8 M) WEST NORTHWEST OF THE
 EC3046'CENTER OF THE ROAD, 36.0 FEET (11.0 M) NORTH NORTHEAST OF THE CENTER
 EC3046'OF ROAD 1672, 6.3 FEET (1.9 M) SOUTH SOUTHWEST OF THE EAST POST OF
 EC3046'THE CHURCH SIGN, 50.5 FEET (15.4 M) NORTHWEST OF A FIRE HYDRANT
 EC3046'NUMBER 04218, 63.4 FEET (19.3 M) NORTH NORTHEAST OF A POWER POLE WITH
 EC3046'GUY WIRE AND A SCGS REFERENCE WASHER ATTACHED, 10.2 FEET (3.1 M)
 EC3046'NORTH OF A WITNESS POST AT THE ROAD SIGN POST. DESCRIBED BY C.E.
 EC3046'GEOGHEGAN.
 EC3046
 EC3046                          STATION RECOVERY (1996)
 EC3046
 EC3046'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EC3046'RECOVERED AS DESCRIBED.
 EC3046
 EC3046                          STATION RECOVERY (1997)
 EC3046
 EC3046'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 EC3046'STATION WAS REPORTED BY SCDOT TO BE DESTROYED IN THE NEAR FUTURE BY
 EC3046'ROAD IMPROVEMENTS, A NEW RESET MARK WAS SET NEARBY AND LEVELED TO.
 EC3046
 EC3046                          STATION RECOVERY (1998)
 EC3046
 EC3046'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9230 ***********************************************************************
 AE9230  DESIGNATION -  40 002 RESET
 AE9230  PID         -  AE9230
 AE9230  STATE/COUNTY-  SC/RICHLAND
 AE9230  USGS QUAD   -  IRMO (1990)
 AE9230
 AE9230                         *CURRENT SURVEY CONTROL
 AE9230  ___________________________________________________________________
 AE9230* NAD 83(1986)-  34 05 33.     (N)    081 09 47.     (W)     SCALED    
 AE9230* NAVD 88     -        97.272  (meters)     319.13   (feet)  ADJUSTED  
 AE9230  ___________________________________________________________________
 AE9230  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AE9230  DYNAMIC HT  -          97.175 (meters)     318.81  (feet)  COMP
 AE9230  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 AE9230
 AE9230  VERT ORDER  -  FIRST     CLASS II
 AE9230
 AE9230.The horizontal coordinates were scaled from a topographic map and have
 AE9230.an estimated accuracy of +/- 6 seconds.
 AE9230
 AE9230.The orthometric height was determined by differential leveling
 AE9230.and adjusted by the National Geodetic Survey in February 1999..
 AE9230
 AE9230.The geoid height was determined by GEOID03.
 AE9230
 AE9230.The dynamic height is computed by dividing the NAVD 88
 AE9230.geopotential number by the normal gravity value computed on the
 AE9230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9230.degrees latitude (g = 980.6199 gals.).
 AE9230
 AE9230.The modeled gravity was interpolated from observed gravity values.
 AE9230
 AE9230;                    North         East    Units  Estimated Accuracy
 AE9230;SPC SC       -   250,550.      594,560.      MT  (+/- 180 meters Scaled)
 AE9230
 AE9230                          SUPERSEDED SURVEY CONTROL
 AE9230
 AE9230.No superseded survey control is available for this station.
 AE9230
 AE9230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT849724(NAD 83)
 AE9230_MARKER: DD = SURVEY DISK
 AE9230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9230_STAMPING: 40 002 RESET 1997
 AE9230_MARK LOGO: SCGS  
 AE9230_PROJECTION: FLUSH
 AE9230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9230+STABILITY: SURFACE MOTION
 AE9230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9230+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 AE9230
 AE9230  HISTORY     - Date     Condition        Report By
 AE9230  HISTORY     - 1997     MONUMENTED       SCGS
 AE9230  HISTORY     - 20020108 GOOD             SCGS
 AE9230
 AE9230                          STATION DESCRIPTION
 AE9230
 AE9230'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE9230'STATION IS LOCATED 1.25 MILES (2.01 KM) EAST NORTHEAST OF IRMO.
 AE9230'OWNERSHIP--EPISCOPAL CHURCH OF ST.  SIMON AND ST.  JUDE, 1110 KINLEY,
 AE9230'IRMO, SC 29212, PHONE 803-732-0153, CONTACT- CAROL BUCK.  TO REACH THE
 AE9230'STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY
 AE9230'60 (LAKE MURRAY BOULEVARD), 1.05 MILES (1.69 KM) EAST NORTHEAST OF
 AE9230'IRMO, GO EAST ON HIGHWAY 60 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF
 AE9230'STATE ROAD 670 (KINLEY ROAD), TURN LEFT ON ROAD 670 FOR 0.1 MILE (0.2
 AE9230'KM) TO THE JUNCTION OF EVERGREEN ROAD LEFT, TURN LEFT ON EVERGREEN
 AE9230'ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT.  STATION IS
 AE9230'A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 AE9230'ROAD, 34.6 FEET (10.5 M) EAST SOUTHEAST OF THE EAST END OF A 1.2-FOOT
 AE9230'CONCRETE PIPE CULVERT BENEATH ENTRANCE DRIVE, 60.3 FEET (18.4 M) NORTH
 AE9230'NORTHEAST OF THE CENTER OF EVERGREEN ROAD, 49.5 FEET (15.1 M) EAST
 AE9230'SOUTHEAST OF THE CENTER OF THE PAVED ENTRANCE DRIVE, 43.1 FEET (13.1
 AE9230'M) EAST NORTHEAST OF A FIRE HYDRANT NUMBER 05926, 130.2 FEET (39.7 M)
 AE9230'SOUTH SOUTHEAST OF THE MAIN ENTRANCE DOORS FOR CHURCH, 41.7 FEET (12.7
 AE9230'M) SOUTH SOUTHWEST OF A SECURITY LIGHT POLE. DESCRIBED BY P.R. MOORE.
 AE9230
 AE9230                          STATION RECOVERY (2002)
 AE9230
 AE9230'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AE9230'STATION IS LOCATED 1.25 MILES EAST NORTHEAST OF IRMO, 9.7 MILES
 AE9230'NORTHWEST OF COLUMBIA.
 AE9230'OWNERSHIP--SAINT SIMON AND SAINT JUDE EPISCOPAL CHURCH, 1110 KINLEY
 AE9230'ROAD, IRMO, SC
 AE9230'29063, REVEREND-LYNNE JONES, PHONE 803-732-0153.
 AE9230' 
 AE9230'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 60
 AE9230'(LAKE MURRAY
 AE9230'BOULEVARD) AND INTERSTATE 26 (EXIT 102), 1.0 MILE EAST NORTHEAST OF
 AE9230'IRMO, GO EAST
 AE9230'SOUTHEAST ON HIGHWAY 60 FOR 0.35 MILE TO THE JUNCTION OF STATE ROAD
 AE9230'670 (KINLEY
 AE9230'ROAD), TURN LEFT ON ROAD 670 FOR 0.25 MILE TO THE JUNCTION OF STATE
 AE9230'ROAD 1672
 AE9230'(EVERGREEN DRIVE), TURN LEFT ON ROAD 1672 FOR 0.1 MILE TO THE STATION
 AE9230'ON THE RIGHT IN THE
 AE9230'EAST ANGLE OF THE ENTRANCE TO THE SAINT SIMON AND SAINT JUDE EPISCOPAL
 AE9230'CHURCH.
 AE9230' 
 AE9230'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 AE9230'THE ROAD,
 AE9230'62.4 FEET NORTH NORTHEAST OF THE CENTER OF THE ROAD, 34.4 FEET EAST OF
 AE9230'THE EAST
 AE9230'END OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH AN ASPHALT DRIVE TO
 AE9230'THE
 AE9230'CHURCH, 41.5 FEET SOUTH SOUTHWEST OF A SECURITY LIGHT POLE WITH A SCGS
 AE9230'REFERENCE WASHER ATTACHED, 70.8 FEET WEST OF A SECURITY LIGHT POLE,
 AE9230'105.8 FEET
 AE9230'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK CHURCH BUILDING NEAR
 AE9230'THE
 AE9230'MAIN ENTRANCE.
 AE9230' 
 AE9230'RECOVERED BY T. HALL.
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230' 
 AE9230'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3047 ***********************************************************************
 EC3047  DESIGNATION -  40 003
 EC3047  PID         -  EC3047
 EC3047  STATE/COUNTY-  SC/RICHLAND
 EC3047  USGS QUAD   -  IRMO (1990)
 EC3047
 EC3047                         *CURRENT SURVEY CONTROL
 EC3047  ___________________________________________________________________
 EC3047* NAD 83(1986)-  34 05 22.     (N)    081 09 22.     (W)     SCALED    
 EC3047* NAVD 88     -        92.139  (meters)     302.29   (feet)  ADJUSTED  
 EC3047  ___________________________________________________________________
 EC3047  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 EC3047  DYNAMIC HT  -          92.047 (meters)     301.99  (feet)  COMP
 EC3047  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 EC3047
 EC3047  VERT ORDER  -  FIRST     CLASS II
 EC3047
 EC3047.The horizontal coordinates were scaled from a topographic map and have
 EC3047.an estimated accuracy of +/- 6 seconds.
 EC3047
 EC3047.The orthometric height was determined by differential leveling
 EC3047.and adjusted by the National Geodetic Survey in March 1994..
 EC3047
 EC3047.The geoid height was determined by GEOID03.
 EC3047
 EC3047.The dynamic height is computed by dividing the NAVD 88
 EC3047.geopotential number by the normal gravity value computed on the
 EC3047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3047.degrees latitude (g = 980.6199 gals.).
 EC3047
 EC3047.The modeled gravity was interpolated from observed gravity values.
 EC3047
 EC3047;                    North         East    Units  Estimated Accuracy
 EC3047;SPC SC       -   250,210.      595,200.      MT  (+/- 180 meters Scaled)
 EC3047
 EC3047                          SUPERSEDED SURVEY CONTROL
 EC3047
 EC3047.No superseded survey control is available for this station.
 EC3047
 EC3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT855720(NAD 83)
 EC3047_MARKER: DD = SURVEY DISK
 EC3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3047_SP_SET: CONCRETE POST
 EC3047_STAMPING: 40 003 1993
 EC3047_MARK LOGO: SCGS  
 EC3047_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3047+STABILITY: SURFACE MOTION
 EC3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3047+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3047
 EC3047  HISTORY     - Date     Condition        Report By
 EC3047  HISTORY     - 1993     MONUMENTED       SCGS
 EC3047  HISTORY     - 19970501 GOOD             SCGS
 EC3047  HISTORY     - 1998     GOOD             USPSQD
 EC3047
 EC3047                          STATION DESCRIPTION
 EC3047
 EC3047'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3047'STATION IS LOCATED 1.55 MILES (2.49 KM) EAST NORTHEAST OF IRMO.
 EC3047'OWNERSHIP--FRANCIS MARION AND VIRGINIA WEED, 450 NEWBERRY AVENUE,
 EC3047'IRMO, SC 29212, PHONE 803-781-2127. TO REACH THE STATION FROM THE
 EC3047'JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 60 (NEWBERRY
 EC3047'AVENUE), 1.05 MILES (1.69 KM) EAST NORTHEAST OF IRMO, GO EAST ON
 EC3047'HIGHWAY 60 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE ROAD 670
 EC3047'(KINLEY ROAD), CONTINUE ON HIGHWAY 60 FOR 0.4 MILE (0.6 KM) TO THE
 EC3047'STATION ON THE LEFT IN THE FRONT YARD OF A BRICK HOUSE. STATION IS A
 EC3047'CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 EC3047'HIGHWAY, 65.7 FEET (20.0 M) NORTH NORTHEAST OF THE CENTER OF THE
 EC3047'HIGHWAY, 59.7 FEET (18.2 M) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER
 EC3047'OF THE HOUSE, 69.3 FEET (21.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 EC3047'THE SOUTH BRICK PILLAR OF THE CAR PORT, 71.5 FEET (21.8 M) NORTH
 EC3047'NORTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 EC3047'THE DRIVEWAY TO THE HOUSE, 70.3 FEET (21.4 M) WEST SOUTHWEST OF A
 EC3047'POWER POLE NUMBER 371441 WITH GUY WIRE, 154.0 FEET (46.9 M) EAST OF A
 EC3047'TELEPHONE JUNCTION BOX. DESCRIBED BY C.E. GEOGHEGAN.
 EC3047
 EC3047                          STATION RECOVERY (1997)
 EC3047
 EC3047'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 EC3047'RECOVERED AS DESCRIBED.
 EC3047
 EC3047                          STATION RECOVERY (1998)
 EC3047
 EC3047'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3049 ***********************************************************************
 EC3049  DESIGNATION -  40 004
 EC3049  PID         -  EC3049
 EC3049  STATE/COUNTY-  SC/RICHLAND
 EC3049  USGS QUAD   -  IRMO (1990)
 EC3049
 EC3049                         *CURRENT SURVEY CONTROL
 EC3049  ___________________________________________________________________
 EC3049* NAD 83(1986)-  34 05 13.     (N)    081 08 52.     (W)     SCALED    
 EC3049* NAVD 88     -       106.637  (meters)     349.86   (feet)  ADJUSTED  
 EC3049  ___________________________________________________________________
 EC3049  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 EC3049  DYNAMIC HT  -         106.531 (meters)     349.51  (feet)  COMP
 EC3049  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 EC3049
 EC3049  VERT ORDER  -  FIRST     CLASS II
 EC3049
 EC3049.The horizontal coordinates were scaled from a topographic map and have
 EC3049.an estimated accuracy of +/- 6 seconds.
 EC3049
 EC3049.The orthometric height was determined by differential leveling
 EC3049.and adjusted by the National Geodetic Survey in March 1994..
 EC3049
 EC3049.The geoid height was determined by GEOID03.
 EC3049
 EC3049.The dynamic height is computed by dividing the NAVD 88
 EC3049.geopotential number by the normal gravity value computed on the
 EC3049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3049.degrees latitude (g = 980.6199 gals.).
 EC3049
 EC3049.The modeled gravity was interpolated from observed gravity values.
 EC3049
 EC3049;                    North         East    Units  Estimated Accuracy
 EC3049;SPC SC       -   249,930.      595,960.      MT  (+/- 180 meters Scaled)
 EC3049
 EC3049                          SUPERSEDED SURVEY CONTROL
 EC3049
 EC3049.No superseded survey control is available for this station.
 EC3049
 EC3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT863718(NAD 83)
 EC3049_MARKER: DD = SURVEY DISK
 EC3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3049_SP_SET: CONCRETE POST
 EC3049_STAMPING: 40 004 1993
 EC3049_MARK LOGO: SCGS  
 EC3049_PROJECTION: FLUSH
 EC3049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3049+STABILITY: SURFACE MOTION
 EC3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3049+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2001
 EC3049
 EC3049  HISTORY     - Date     Condition        Report By
 EC3049  HISTORY     - 1993     MONUMENTED       SCGS
 EC3049  HISTORY     - 19970501 GOOD             SCGS
 EC3049  HISTORY     - 1998     GOOD             USPSQD
 EC3049  HISTORY     - 20011220 GOOD             SCGS
 EC3049
 EC3049                          STATION DESCRIPTION
 EC3049
 EC3049'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3049'STATION IS LOCATED 2.0 MILES (3.2 KM) EAST OF IRMO. OWNERSHIP--CITY OF
 EC3049'COLUMBIA, SEWER LINE MAINTENANCE AND CONSTRUCTION, 2910 COLONIAL
 EC3049'DRIVE, COLUMBIA, SC 29203, PHONE 803-733-8615. TO REACH THE STATION
 EC3049'FROM THE JUNCTION OF U.S. HIGHWAY 176 (BROAD RIVER ROAD) AND STATE
 EC3049'HIGHWAY 60 (NEWBERRY AVENUE), 2.2 MILES (3.5 KM) EAST OF IRMO, GO
 EC3049'EAST NORTHEAST ON HIGHWAY 60 FOR 0.2 MILE (0.3 KM) TO THE STATION
 EC3049'NEAR THE NORTHWEST CORNER OF A BRICK BUILDING (SEWER LIFT STATION) IN
 EC3049'THE SOUTHEAST ANGLE OF A GRAVEL ROAD (CLUB ROAD). STATION IS A
 EC3049'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 74.0
 EC3049'FEET (22.6 M) SOUTH OF THE CENTER OF THE HIGHWAY, 30.0 FEET (9.1 M)
 EC3049'EAST NORTHEAST OF THE CENTER OF CLUB ROAD, 9.3 FEET (2.8 M) WEST
 EC3049'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 46.9 FEET
 EC3049'(14.3 M) SOUTH OF A TRAFFIC SIGNAL SUSPENSION POLE WITH GUY WIRE AND
 EC3049'A LARGE ALUMINUM CONTROL BOX, 153.3 FEET (46.7 M) SOUTHEAST OF BENCH
 EC3049'MARK TT 94 R, 8.8 FEET (2.7 M) WEST NORTHWEST OF A WITNESS POST.
 EC3049'DESCRIBED BY C.E. GEOGHEGAN.
 EC3049
 EC3049                          STATION RECOVERY (1997)
 EC3049
 EC3049'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 EC3049'STATION IS LOCATED 2.0 MILES (3.2 KM) EAST OF IRMO.  OWNERSHIP--CITY
 EC3049'OF COLUMIBA, SEWER LINE MAINTENANCE AND CONSTRUCTION, 2910 COLONIAL
 EC3049'DRIVE, COLUMBIA, SC 29203, PHONE 803-733-8615.  TO REACH THE STATION
 EC3049'FROM THE JUNCTIO OF U.S. HIGHWAY 176 (BROAD RIVER ROAD) AND STATE
 EC3049'HIGHWAY 60 (LAKE MURRAY BOULEVARD AVENUE), 2.2 MILES (3.5 KM) EAST OF
 EC3049'IRMO, GO EAST NORTHEAST ON HIGHWAY 60 FOR 0.2 MILE (0.3 KM) TO THE
 EC3049'STATION ON THE LEFT NEAR THE NORTHWEST CORNER OF A BRICK BUILDING
 EC3049'(SEWER LIFT STATION) IN THE SOUTHEAST ANGLE OF A PAVED ROAD LEFT (CLUB
 EC3049'ROAD).  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND
 EC3049'LEVEL WITH THE PAVED ROAD, 31.6 FEET (9.6 M) EAST OF THE CENTER OF THE
 EC3049'PAVED ROAD, 73.0 FEET (22.3 M) SOUTH OF THE CENTER OF THE HIGHWAY,
 EC3049'89.7 FEET (27.3 M) WEST OF AN EMERGENCY TRAFFIC SIGNAL POLE WITH A
 EC3049'LARGE ALUMINUM BOX ATTACHED, 100.0 FEET (30.5 M) NORTH NORTHWEST OF
 EC3049'THE SOUTHWEST CORNER OF A FIRE STATION, 14.0 FEET (4.3 M) NORTHWEST OF
 EC3049'THE SOUTHWEST CORNER OF THE BRICK SEWER LIFT STATION, 8.6 FEET (2.6 M)
 EC3049'WEST NORTHWEST OF A WITNESS POST AT THE NORTHWEST CORNER OF THE BRICK
 EC3049'SEWER LIFT STATION. RECOVERED BY P.R. MOORE.
 EC3049
 EC3049                          STATION RECOVERY (1998)
 EC3049
 EC3049'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3049'RECOVERED IN GOOD CONDITION.
 EC3049
 EC3049                          STATION RECOVERY (2001)
 EC3049
 EC3049'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3049'STATION IS LOCATED 2.05 MILES EAST OF IRMO, 8.8 MILES NORTHWEST OF
 EC3049'COLUMBIA.
 EC3049'OWNERSHIP--CITY OF COLUMBIA SEWER LINE MAINTENANCE AND CONSTRUCTION,
 EC3049'2910 COLONIAL
 EC3049'DRIVE, COLUMBIA, SC 29203, PHONE 803-733-8615.
 EC3049' 
 EC3049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (BROAD
 EC3049'RIVER ROAD),
 EC3049'AND STATE HIGHWAY 60 (LAKE MURRAY BOULEVARD), 2.2 MILES EAST OF IRMO,
 EC3049'GO WEST ON
 EC3049'HIGHWAY 60 FOR 0.2 MILE TO THE STATION ON THE LEFT NEAR THE NORTHWEST
 EC3049'CORNER OF A
 EC3049'SMALL BRICK BUILDING (SEWER LIFT STATION) AND IN THE SOUTHEAST ANGLE
 EC3049'OF CLUB ROAD.
 EC3049' 
 EC3049'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 EC3049'HIGHWAY, 14.4 FEET
 EC3049'NORTH NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 72.5 FEET
 EC3049'SOUTH OF THE
 EC3049'CENTER OF THE HIGHWAY, 30.0 FEET EAST OF THE CENTER OF CLUB ROAD, 8.9
 EC3049'FEET
 EC3049'NORTHWEST OF THE FACE OF A LARGE METAL PIPE ON THE WEST SIDE OF THE
 EC3049'BUILDING, 69.2
 EC3049'FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BRICK FIRE
 EC3049'STATION
 EC3049'BUILDING NUMBER 16, 8.6 FEET WEST NORTHWEST OF A WITNESS POST.
 EC3049' 
 EC3049'RECOVERED BY T. HALL.
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049' 
 EC3049'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3050 ***********************************************************************
 EC3050  DESIGNATION -  40 005
 EC3050  PID         -  EC3050
 EC3050  STATE/COUNTY-  SC/RICHLAND
 EC3050  USGS QUAD   -  IRMO (1990)
 EC3050
 EC3050                         *CURRENT SURVEY CONTROL
 EC3050  ___________________________________________________________________
 EC3050* NAD 83(1986)-  34 05 01.     (N)    081 08 17.     (W)     SCALED    
 EC3050* NAVD 88     -       104.835  (meters)     343.95   (feet)  ADJUSTED  
 EC3050  ___________________________________________________________________
 EC3050  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 EC3050  DYNAMIC HT  -         104.730 (meters)     343.60  (feet)  COMP
 EC3050  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 EC3050
 EC3050  VERT ORDER  -  FIRST     CLASS II
 EC3050
 EC3050.The horizontal coordinates were scaled from a topographic map and have
 EC3050.an estimated accuracy of +/- 6 seconds.
 EC3050
 EC3050.The orthometric height was determined by differential leveling
 EC3050.and adjusted by the National Geodetic Survey in March 1994..
 EC3050
 EC3050.The geoid height was determined by GEOID03.
 EC3050
 EC3050.The dynamic height is computed by dividing the NAVD 88
 EC3050.geopotential number by the normal gravity value computed on the
 EC3050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3050.degrees latitude (g = 980.6199 gals.).
 EC3050
 EC3050.The modeled gravity was interpolated from observed gravity values.
 EC3050
 EC3050;                    North         East    Units  Estimated Accuracy
 EC3050;SPC SC       -   249,560.      596,860.      MT  (+/- 180 meters Scaled)
 EC3050
 EC3050                          SUPERSEDED SURVEY CONTROL
 EC3050
 EC3050.No superseded survey control is available for this station.
 EC3050
 EC3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT872714(NAD 83)
 EC3050_MARKER: DD = SURVEY DISK
 EC3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3050_SP_SET: CONCRETE POST
 EC3050_STAMPING: 40 005 1993
 EC3050_MARK LOGO: SCGS  
 EC3050_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3050+STABILITY: SURFACE MOTION
 EC3050
 EC3050  HISTORY     - Date     Condition        Report By
 EC3050  HISTORY     - 1993     MONUMENTED       SCGS
 EC3050
 EC3050                          STATION DESCRIPTION
 EC3050
 EC3050'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3050'STATION IS LOCATED 2.6 MILES (4.2 KM) EAST OF IRMO. OWNERSHIP--SCDHPT,
 EC3050'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3050'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3050'176 (BROAD RIVER ROAD) AND STATE HIGHWAY 60 (NEWBERRY AVENUE), 2.2
 EC3050'MILES (3.5 KM) EAST OF IRMO, GO SOUTHEAST ON HIGHWAY 176 FOR 0.4 MILE
 EC3050'(0.6 KM) TO THE STATION NEAR TWO FLOODLIGHTS IN THE SOUTH ANGLE OF
 EC3050'THE JUNCTION OF STATE ROAD 674 (PINEY WOODS ROAD). STATION IS A
 EC3050'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 36.5
 EC3050'FEET (11.1 M) SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE
 EC3050'HIGHWAY, 6.5 FEET (2.0 M) EAST NORTHEAST OF THE WEST FLOODLIGHT,
 EC3050'26.5 FEET (8.1 M) NORTH NORTHEAST OF SURVEY STATION 23, 40.5 FEET
 EC3050'(12.3 M) SOUTHEAST OF THE CENTER OF THE ROAD, 85.6 FEET (26.1 M) EAST
 EC3050'NORTHEAST OF A POWER LINE STUB POLE C-39011 WITH TWO GUY WIRES, 20.5
 EC3050'FEET (6.2 M) EAST OF A WITNESS POST AT A STOP SIGN POST.
 EC3050'NOTE-MARGINAL GPS SITE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3052 ***********************************************************************
 EC3052  DESIGNATION -  40 006
 EC3052  PID         -  EC3052
 EC3052  STATE/COUNTY-  SC/RICHLAND
 EC3052  USGS QUAD   -  IRMO (1990)
 EC3052
 EC3052                         *CURRENT SURVEY CONTROL
 EC3052  ___________________________________________________________________
 EC3052* NAD 83(1986)-  34 05 37.     (N)    081 08 10.     (W)     SCALED    
 EC3052* NAVD 88     -        88.557  (meters)     290.54   (feet)  ADJUSTED  
 EC3052  ___________________________________________________________________
 EC3052  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 EC3052  DYNAMIC HT  -          88.469 (meters)     290.25  (feet)  COMP
 EC3052  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 EC3052
 EC3052  VERT ORDER  -  FIRST     CLASS II
 EC3052
 EC3052.The horizontal coordinates were scaled from a topographic map and have
 EC3052.an estimated accuracy of +/- 6 seconds.
 EC3052
 EC3052.The orthometric height was determined by differential leveling
 EC3052.and adjusted by the National Geodetic Survey in March 1994..
 EC3052
 EC3052.The geoid height was determined by GEOID03.
 EC3052
 EC3052.The dynamic height is computed by dividing the NAVD 88
 EC3052.geopotential number by the normal gravity value computed on the
 EC3052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3052.degrees latitude (g = 980.6199 gals.).
 EC3052
 EC3052.The modeled gravity was interpolated from observed gravity values.
 EC3052
 EC3052;                    North         East    Units  Estimated Accuracy
 EC3052;SPC SC       -   250,670.      597,040.      MT  (+/- 180 meters Scaled)
 EC3052
 EC3052                          SUPERSEDED SURVEY CONTROL
 EC3052
 EC3052.No superseded survey control is available for this station.
 EC3052
 EC3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT874725(NAD 83)
 EC3052_MARKER: DD = SURVEY DISK
 EC3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3052_SP_SET: CONCRETE POST
 EC3052_STAMPING: 40 006 1993
 EC3052_MARK LOGO: SCGS  
 EC3052_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3052+STABILITY: SURFACE MOTION
 EC3052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3052+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3052
 EC3052  HISTORY     - Date     Condition        Report By
 EC3052  HISTORY     - 1993     MONUMENTED       SCGS
 EC3052  HISTORY     - 1998     GOOD             USPSQD
 EC3052
 EC3052                          STATION DESCRIPTION
 EC3052
 EC3052'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3052'STATION IS LOCATED 2.75 MILES (4.43 KM) EAST NORTHEAST OF IRMO.
 EC3052'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3052'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3052'JUNCTION OF U.S. HIGHWAY 176 (BROAD RIVER ROAD) AND STATE HIGHWAY 60
 EC3052'(NEWBERRY AVENUE), 2.2 MILES (3.5 KM) EAST OF IRMO, GO SOUTHEAST ON
 EC3052'HIGHWAY 176 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 674
 EC3052'(LOST CREEK ROAD), TURN LEFT ON ROAD 674 FOR 0.7 MILE (1.1 KM) TO THE
 EC3052'STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A LOGGING ROAD
 EC3052'RIGHT. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) AND
 EC3052'1.0 FOOT (0.3 M) BELOW THE ROAD, 55.5 FEET (16.9 M) EAST OF THE
 EC3052'CENTER OF ROAD 674, 17.5 FEET (5.3 M) EAST OF THE POWER POLE NUMBER
 EC3052'319462 WITH TWO GUY WIRES, 12.9 FEET (3.9 M) WEST NORTHWEST OF THE
 EC3052'NORTH IRON POST FOR A CABLE GATE, 36.6 FEET (11.2 M) NORTHEAST OF THE
 EC3052'SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE LOGGING
 EC3052'ROAD, 132.0 FEET (40.2 M) NORTH NORTHEAST OF THE EAST END OF A
 EC3052'2.0-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 674, 1.8 FEET (0.5 M)
 EC3052'WEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 EC3052
 EC3052                          STATION RECOVERY (1998)
 EC3052
 EC3052'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3053 ***********************************************************************
 EC3053  DESIGNATION -  40 007
 EC3053  PID         -  EC3053
 EC3053  STATE/COUNTY-  SC/RICHLAND
 EC3053  USGS QUAD   -  IRMO (1990)
 EC3053
 EC3053                         *CURRENT SURVEY CONTROL
 EC3053  ___________________________________________________________________
 EC3053* NAD 83(1986)-  34 04 49.     (N)    081 07 53.     (W)     SCALED    
 EC3053* NAVD 88     -        87.024  (meters)     285.51   (feet)  ADJUSTED  
 EC3053  ___________________________________________________________________
 EC3053  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 EC3053  DYNAMIC HT  -          86.937 (meters)     285.23  (feet)  COMP
 EC3053  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 EC3053
 EC3053  VERT ORDER  -  FIRST     CLASS II
 EC3053
 EC3053.The horizontal coordinates were scaled from a topographic map and have
 EC3053.an estimated accuracy of +/- 6 seconds.
 EC3053
 EC3053.The orthometric height was determined by differential leveling
 EC3053.and adjusted by the National Geodetic Survey in March 1994..
 EC3053
 EC3053.The geoid height was determined by GEOID03.
 EC3053
 EC3053.The dynamic height is computed by dividing the NAVD 88
 EC3053.geopotential number by the normal gravity value computed on the
 EC3053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3053.degrees latitude (g = 980.6199 gals.).
 EC3053
 EC3053.The modeled gravity was interpolated from observed gravity values.
 EC3053
 EC3053;                    North         East    Units  Estimated Accuracy
 EC3053;SPC SC       -   249,190.      597,480.      MT  (+/- 180 meters Scaled)
 EC3053
 EC3053                          SUPERSEDED SURVEY CONTROL
 EC3053
 EC3053.No superseded survey control is available for this station.
 EC3053
 EC3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT878710(NAD 83)
 EC3053_MARKER: DD = SURVEY DISK
 EC3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3053_SP_SET: CONCRETE POST
 EC3053_STAMPING: 40 007 1993
 EC3053_MARK LOGO: SCGS  
 EC3053_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3053+STABILITY: SURFACE MOTION
 EC3053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3053+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3053
 EC3053  HISTORY     - Date     Condition        Report By
 EC3053  HISTORY     - 1993     MONUMENTED       SCGS
 EC3053
 EC3053                          STATION DESCRIPTION
 EC3053
 EC3053'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3053'STATION IS LOCATED 3.0 MILES (4.8 KM) EAST SOUTHEAST OF IRMO.
 EC3053'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3053'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3053'JUNCTION OF U.S. HIGHWAY 176 (BROAD RIVER ROAD) AND STATE HIGHWAY 60
 EC3053'(NEWBERRY AVENUE), 2.2 MILES (3.5 KM) EAST OF IRMO, GO SOUTHEAST ON
 EC3053'HIGHWAY 176 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 674
 EC3053'(LOST CREEK ROAD LEFT AND PINEY WOODS ROAD RIGHT), CONTINUE ON
 EC3053'HIGHWAY 176 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT NEAR
 EC3053'A WOODEN SIGN (CREEKSIDE PLACE) WITH TWO BRICK PILLARS NEAR THE EAST
 EC3053'CORNER OF AN APARTMENT COMPLEX. STATION IS A CONCRETE POST FLUSH WITH
 EC3053'THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 41.2 FEET
 EC3053'(12.6 M) SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE
 EC3053'HIGHWAY, 3.5 FEET (1.1 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 EC3053'NORTH PILLAR OF THE SIGN, 59.8 FEET (18.2 M) SOUTHEAST OF THE
 EC3053'SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT PARALLELLING THE
 EC3053'HIGHWAY, 28.0 FEET (8.5 M) EAST NORTHEAST OF THE EAST CORNER OF THE
 EC3053'BRICK PILLAR NEAR APARTMENT NUMBER 1308, 5.2 FEET (1.6 M) SOUTH OF A
 EC3053'GAS PIPELINE CUTOFF VALVE COVER FLUSH WITH THE GROUND. DESCRIBED BY
 EC3053'C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3054 ***********************************************************************
 EC3054  DESIGNATION -  40 008
 EC3054  PID         -  EC3054
 EC3054  STATE/COUNTY-  SC/RICHLAND
 EC3054  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3054
 EC3054                         *CURRENT SURVEY CONTROL
 EC3054  ___________________________________________________________________
 EC3054* NAD 83(1986)-  34 04 15.     (N)    081 07 12.     (W)     SCALED    
 EC3054* NAVD 88     -        85.238  (meters)     279.65   (feet)  ADJUSTED  
 EC3054  ___________________________________________________________________
 EC3054  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 EC3054  DYNAMIC HT  -          85.152 (meters)     279.37  (feet)  COMP
 EC3054  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 EC3054
 EC3054  VERT ORDER  -  FIRST     CLASS II
 EC3054
 EC3054.The horizontal coordinates were scaled from a topographic map and have
 EC3054.an estimated accuracy of +/- 6 seconds.
 EC3054
 EC3054.The orthometric height was determined by differential leveling
 EC3054.and adjusted by the National Geodetic Survey in March 1994..
 EC3054
 EC3054.The geoid height was determined by GEOID03.
 EC3054
 EC3054.The dynamic height is computed by dividing the NAVD 88
 EC3054.geopotential number by the normal gravity value computed on the
 EC3054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3054.degrees latitude (g = 980.6199 gals.).
 EC3054
 EC3054.The modeled gravity was interpolated from observed gravity values.
 EC3054
 EC3054;                    North         East    Units  Estimated Accuracy
 EC3054;SPC SC       -   248,140.      598,530.      MT  (+/- 180 meters Scaled)
 EC3054
 EC3054                          SUPERSEDED SURVEY CONTROL
 EC3054
 EC3054.No superseded survey control is available for this station.
 EC3054
 EC3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT889700(NAD 83)
 EC3054_MARKER: DD = SURVEY DISK
 EC3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3054_SP_SET: CONCRETE POST
 EC3054_STAMPING: 40 008 1993
 EC3054_MARK LOGO: SCGS  
 EC3054_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3054+STABILITY: SURFACE MOTION
 EC3054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3054+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3054
 EC3054  HISTORY     - Date     Condition        Report By
 EC3054  HISTORY     - 1993     MONUMENTED       SCGS
 EC3054
 EC3054                          STATION DESCRIPTION
 EC3054
 EC3054'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3054'STATION IS LOCATED 3.8 MILES (6.1 KM) EAST SOUTHEAST OF IRMO, 8.0
 EC3054'MILES (12.9 KM) NORTHWEST OF COLUMBIA. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC3054'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3054'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3054'176 (BROAD RIVER ROAD) AND STATE HIGHWAY 60 (NEWBERRY AVENUE), 2.2
 EC3054'MILES (3.5 KM) EAST OF IRMO, GO SOUTHEAST ON HIGHWAY 176 FOR 1.8
 EC3054'MILES (2.9 KM) TO THE STATION ON THE LEFT NEAR THE NORTHEAST END OF A
 EC3054'METAL SIGN (SOUTH CAROLINA DEPARTMENT OF YOUTH SERVICES) IN THE NORTH
 EC3054'ANGLE OF AN UNUSED ENTRANCE DRIVE FOR WILLOW LANE SCHOOL AND ACROSS
 EC3054'THE HIGHWAY FROM THE JUNCTION OF STATE ROAD 1280 (PINEY GROVE ROAD).
 EC3054'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3054'(15.2 CM) ABOVE THE HIGHWAY, 48.0 FEET (14.6 M) NORTHEAST OF THE
 EC3054'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 5.5 FEET (1.7 M)
 EC3054'NORTHEAST OF THE NORTHEAST END OF THE MAIN PART OF THE SIGN, 16.4 FEET
 EC3054'(5.0 M) WEST NORTHWEST OF THE WEST CORNER OF A BRICK PILLAR
 EC3054'(NORTHWEST GATE POST FOR AN IRON GATE), 16.5 FEET (5.0 M) SOUTHWEST
 EC3054'OF THE WEST CORNER OF A 4.0-FOOT BY 7.0-FOOT BRICK SIGN (WILLOW LANE
 EC3054'SCHOOL), 27.0 FEET (8.2 M) SOUTH SOUTHEAST OF THE EXTENDED CENTER OF
 EC3054'ROAD 1280, 23.1 FEET (7.0 M) NORTH NORTHEAST OF A WITNESS POST.
 EC3054'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3055 ***********************************************************************
 EC3055  DESIGNATION -  40 009
 EC3055  PID         -  EC3055
 EC3055  STATE/COUNTY-  SC/RICHLAND
 EC3055  USGS QUAD   -  IRMO (1990)
 EC3055
 EC3055                         *CURRENT SURVEY CONTROL
 EC3055  ___________________________________________________________________
 EC3055* NAD 83(1986)-  34 04 07.     (N)    081 07 47.     (W)     SCALED    
 EC3055* NAVD 88     -        86.464  (meters)     283.67   (feet)  ADJUSTED  
 EC3055  ___________________________________________________________________
 EC3055  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 EC3055  DYNAMIC HT  -          86.377 (meters)     283.39  (feet)  COMP
 EC3055  MODELED GRAV-     979,630.4   (mgal)                       NAVD 88
 EC3055
 EC3055  VERT ORDER  -  FIRST     CLASS II
 EC3055
 EC3055.The horizontal coordinates were scaled from a topographic map and have
 EC3055.an estimated accuracy of +/- 6 seconds.
 EC3055
 EC3055.The orthometric height was determined by differential leveling
 EC3055.and adjusted by the National Geodetic Survey in March 1994..
 EC3055
 EC3055.The geoid height was determined by GEOID03.
 EC3055
 EC3055.The dynamic height is computed by dividing the NAVD 88
 EC3055.geopotential number by the normal gravity value computed on the
 EC3055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3055.degrees latitude (g = 980.6199 gals.).
 EC3055
 EC3055.The modeled gravity was interpolated from observed gravity values.
 EC3055
 EC3055;                    North         East    Units  Estimated Accuracy
 EC3055;SPC SC       -   247,890.      597,630.      MT  (+/- 180 meters Scaled)
 EC3055
 EC3055                          SUPERSEDED SURVEY CONTROL
 EC3055
 EC3055.No superseded survey control is available for this station.
 EC3055
 EC3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT880697(NAD 83)
 EC3055_MARKER: DD = SURVEY DISK
 EC3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3055_SP_SET: CONCRETE POST
 EC3055_STAMPING: 40 009 1993
 EC3055_MARK LOGO: SCGS  
 EC3055_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3055+STABILITY: SURFACE MOTION
 EC3055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3055+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3055
 EC3055  HISTORY     - Date     Condition        Report By
 EC3055  HISTORY     - 1993     MONUMENTED       SCGS
 EC3055
 EC3055                          STATION DESCRIPTION
 EC3055
 EC3055'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3055'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTHEAST OF IRMO, 7.3 MILES
 EC3055'(11.7 KM) NORTHWEST OF COLUMBIA. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC3055'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3055'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3055'176 (BROAD RIVER ROAD) AND STATE HIGHWAY 60 (NEWBERRY AVENUE), 2.2
 EC3055'MILES (3.5 KM) EAST OF IRMO, GO SOUTHEAST ON HIGHWAY 176 FOR 1.8
 EC3055'MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 1280 (PINEY GROVE ROAD),
 EC3055'TURN RIGHT ON ROAD 1280 FOR 0.65 MILE (1.05 KM) TO THE STATION NEAR
 EC3055'THE SOUTHWEST END OF A WOODEN SIGN (DUTCH HAVEN APARTMENTS) IN THE
 EC3055'WEST ANGLE OF A DRIVEWAY LEADING TO THE APARTMENT COMPLEX, 0.45 MILE
 EC3055'(0.72 KM) EAST OF THE JUNCTION OF STATE ROAD 674 (PINEY WOODS ROAD).
 EC3055'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 EC3055'(0.3 M) ABOVE THE ROAD, 25.2 FEET (7.7 M) SOUTHWEST OF THE CENTER OF
 EC3055'THE ROAD, 2.9 FEET (0.9 M) SOUTHWEST OF THE WEST CORNER OF THE WEST
 EC3055'LEG OF THE SIGN, 13.9 FEET (4.2 M) WEST NORTHWEST OF A FIRE HYDRANT
 EC3055'NUMBER 06107, 74.5 FEET (22.7 M) NORTHWEST OF A POWER POLE WITH 3 GUY
 EC3055'WIRES AND A TRANSFORMER, 124.8 FEET (38.0 M) NORTHEAST OF THE
 EC3055'SOUTHEAST CORNER OF THE BRICK APARTMENT BUILDING CLOSEST TO THE ROAD,
 EC3055'8.4 FEET (2.6 M) SOUTHWEST OF A WITNESS POST. DESCRIBED BY C.E.
 EC3055'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3056 ***********************************************************************
 EC3056  DESIGNATION -  40 010
 EC3056  PID         -  EC3056
 EC3056  STATE/COUNTY-  SC/RICHLAND
 EC3056  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3056
 EC3056                         *CURRENT SURVEY CONTROL
 EC3056  ___________________________________________________________________
 EC3056* NAD 83(2001)-  34 03 52.63049(N)    081 06 56.48955(W)     ADJUSTED  
 EC3056* NAVD 88     -        84.503  (meters)     277.24   (feet)  ADJUSTED  
 EC3056  ___________________________________________________________________
 EC3056  X           -     816,877.134 (meters)                     COMP
 EC3056  Y           -  -5,225,831.418 (meters)                     COMP
 EC3056  Z           -   3,552,416.747 (meters)                     COMP
 EC3056  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 EC3056  ELLIP HEIGHT-          53.69  (meters)          (03/13/03) GPS OBS
 EC3056  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 EC3056  DYNAMIC HT  -          84.418 (meters)     276.96  (feet)  COMP
 EC3056  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 EC3056
 EC3056  HORZ ORDER  -  FIRST
 EC3056  VERT ORDER  -  FIRST     CLASS II
 EC3056  ELLP ORDER  -  FOURTH    CLASS II
 EC3056
 EC3056.The horizontal coordinates were established by GPS observations
 EC3056.and adjusted by the National Geodetic Survey in March 2003..
 EC3056
 EC3056.The orthometric height was determined by differential leveling
 EC3056.and adjusted by the National Geodetic Survey in March 1994..
 EC3056
 EC3056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3056
 EC3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3056
 EC3056.The ellipsoidal height was determined by GPS observations
 EC3056.and is referenced to NAD 83.
 EC3056
 EC3056.The geoid height was determined by GEOID03.
 EC3056
 EC3056.The dynamic height is computed by dividing the NAVD 88
 EC3056.geopotential number by the normal gravity value computed on the
 EC3056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3056.degrees latitude (g = 980.6199 gals.).
 EC3056
 EC3056.The modeled gravity was interpolated from observed gravity values.
 EC3056
 EC3056;                    North         East     Units Scale Factor Converg.
 EC3056;SPC SC       -   247,447.456   598,921.914   MT  0.99981738   -0 03 50.9
 EC3056;SPC SC       -   811,835.49  1,964,966.91   iFT  0.99981738   -0 03 50.9
 EC3056;UTM  17      - 3,769,326.943   489,324.231   MT  0.99960140   -0 03 53.3
 EC3056
 EC3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3056!SPC SC       -   0.99999157  x   0.99981738  =   0.99980895
 EC3056!UTM  17      -   0.99999157  x   0.99960140  =   0.99959298
 EC3056
 EC3056                          SUPERSEDED SURVEY CONTROL
 EC3056
 EC3056  NAD 83(1986)-  34 03 52.64584(N)    081 06 56.49079(W) AD(       ) 1
 EC3056  NAD 83(1995)-  34 03 52.63037(N)    081 06 56.48861(W) AD(       ) 1
 EC3056  ELLIP H (10/29/02)   53.68   (m)                       GP(       ) 4 1
 EC3056  NAVD 88 (10/29/02)   84.50   (m)          277.2    (f) LEVELING    3  
 EC3056
 EC3056.Superseded values are not recommended for survey control.
 EC3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3056.See file dsdata.txt to determine how the superseded data were derived.
 EC3056
 EC3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8932469327(NAD 83)
 EC3056_MARKER: DD = SURVEY DISK
 EC3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3056_SP_SET: CONCRETE POST
 EC3056_STAMPING: 40 010 1993
 EC3056_MARK LOGO: SCGS  
 EC3056_PROJECTION: FLUSH
 EC3056_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3056+STABILITY: SURFACE MOTION
 EC3056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3056+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 EC3056
 EC3056  HISTORY     - Date     Condition        Report By
 EC3056  HISTORY     - 1993     MONUMENTED       SCGS
 EC3056  HISTORY     - 1998     MARK NOT FOUND   USPSQD
 EC3056  HISTORY     - 20011219 GOOD             SCGS
 EC3056  HISTORY     - 20060511 GOOD             SCGS
 EC3056
 EC3056                          STATION DESCRIPTION
 EC3056
 EC3056'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3056'STATION IS LOCATED 7.0 MILES (11.3 KM) NORTHWEST OF COLUMBIA, 4.15
 EC3056'MILES (6.68 KM) SOUTHEAST OF IRMO. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC3056'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3056'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3056'176 (BROAD RIVER ROAD) AND STATE HIGHWAY 60 (NEWBERRY AVENUE), 2.2
 EC3056'MILES (3.5 KM) EAST OF IRMO, GO SOUTHEAST ON HIGHWAY 176 FOR 2.25
 EC3056'MILES (3.62 KM) TO THE STATION NEAR A SECURITY LIGHT POLE AT THE
 EC3056'EXTENDED CENTER OF THE JUNCTION OF STATE ROAD 674 (PINEY WOOD ROAD).
 EC3056'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC3056'HIGHWAY, 12.2 FEET (3.7 M) EAST NORTHEAST OF THE WEST EDGE OF THE
 EC3056'CURB OF THE HIGHWAY, 33.6 FEET (10.2 M) SOUTH SOUTHEAST OF A CONCRETE
 EC3056'POST FOR A NATURAL GASLINE VENT, 44.5 FEET (13.6 M) SOUTHWEST OF THE
 EC3056'SOUTH CORNER OF A BRICK BUILDING (DUTCH FORK LODGE), 109.8 FEET
 EC3056'(33.5 M) NORTH NORTHWEST OF THE CENTER OF ROAD 674 (HAVILAND CIRCLE),
 EC3056'88.3 FEET (26.9 M) NORTH NORTHWEST OF THE WEST CORNER OF A CONCRETE
 EC3056'RIGHT OF WAY POST PROJECTING 0.5 FOOT, 11.3 FEET (3.4 M) SOUTH OF A
 EC3056'WITNESS POST AT THE SECURITY LIGHT POLE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3056
 EC3056                          STATION RECOVERY (1998)
 EC3056
 EC3056'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3056'MARK NOT FOUND.
 EC3056
 EC3056                          STATION RECOVERY (2001)
 EC3056
 EC3056'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3056'STATION IS LOCATED 4.15 MILES EAST SOUTHEAST OF IRMO, 6.4 MILES
 EC3056'NORTHWEST OF COLUMBIA.
 EC3056'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 EC3056'SC 29202,
 EC3056'PHONE 803-737-1350.
 EC3056' 
 EC3056'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 EC3056'104) AND
 EC3056'STATE ROAD 1280 (PINEY GROVE ROAD), 2.65 MILES EAST SOUTHEAST OF IRMO,
 EC3056'GO EAST ON ROAD
 EC3056'1280 FOR 0.35 MILE TO THE JUNCTION OF STATE ROAD 674 (PINEY WOOD
 EC3056'ROAD), TURN RIGHT ON
 EC3056'ROAD 674 FOR 1.45 MILES TO THE STATION AHEAD NEAR A SECURITY LIGHT
 EC3056'POLE ON THE
 EC3056'NORTHEAST SIDE OF THE JUNCTION OF U.S. HIGHWAY 176 (BROAD RIVER ROAD)
 EC3056'AND AT THE
 EC3056'EXTENDED CENTER OF ROAD 1280.
 EC3056' 
 EC3056'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH A
 EC3056'SIDEWALK, 7.3
 EC3056'FEET EAST NORTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK, 11.4 FEET
 EC3056'SOUTH
 EC3056'SOUTHWEST OF THE SECURITY LIGHT POLE, 4.9 FEET WEST SOUTHWEST OF THE
 EC3056'SOUTHWEST
 EC3056'EDGE OF A CONCRETE CURB FOR A PARKING AREA OF A LODGE, 44.5 FEET
 EC3056'SOUTHWEST OF THE
 EC3056'SOUTH CORNER OF BRICK LODGE NUMBER 271, 34.0 FEET SOUTH SOUTHEAST OF A
 EC3056'4-FOOT
 EC3056'TALL GAS PIPE LINE WARNING POST, 11.4 FEET SOUTH SOUTHWEST OF A
 EC3056'WITNESS POST.
 EC3056' 
 EC3056'RECOVERED BY T. HALL.
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056' 
 EC3056'
 EC3056
 EC3056                          STATION RECOVERY (2006)
 EC3056
 EC3056'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (AWZ)
 EC3056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3057 ***********************************************************************
 EC3057  DESIGNATION -  40 011
 EC3057  PID         -  EC3057
 EC3057  STATE/COUNTY-  SC/RICHLAND
 EC3057  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3057
 EC3057                         *CURRENT SURVEY CONTROL
 EC3057  ___________________________________________________________________
 EC3057* NAD 83(1986)-  34 03 26.     (N)    081 06 39.     (W)     SCALED    
 EC3057* NAVD 88     -        86.139  (meters)     282.61   (feet)  ADJUSTED  
 EC3057  ___________________________________________________________________
 EC3057  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EC3057  DYNAMIC HT  -          86.053 (meters)     282.33  (feet)  COMP
 EC3057  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 EC3057
 EC3057  VERT ORDER  -  FIRST     CLASS II
 EC3057
 EC3057.The horizontal coordinates were scaled from a topographic map and have
 EC3057.an estimated accuracy of +/- 6 seconds.
 EC3057
 EC3057.The orthometric height was determined by differential leveling
 EC3057.and adjusted by the National Geodetic Survey in March 1994..
 EC3057
 EC3057.The geoid height was determined by GEOID03.
 EC3057
 EC3057.The dynamic height is computed by dividing the NAVD 88
 EC3057.geopotential number by the normal gravity value computed on the
 EC3057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3057.degrees latitude (g = 980.6199 gals.).
 EC3057
 EC3057.The modeled gravity was interpolated from observed gravity values.
 EC3057
 EC3057;                    North         East    Units  Estimated Accuracy
 EC3057;SPC SC       -   246,630.      599,370.      MT  (+/- 180 meters Scaled)
 EC3057
 EC3057                          SUPERSEDED SURVEY CONTROL
 EC3057
 EC3057.No superseded survey control is available for this station.
 EC3057
 EC3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT897685(NAD 83)
 EC3057_MARKER: DD = SURVEY DISK
 EC3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3057_SP_SET: CONCRETE POST
 EC3057_STAMPING: 40 011 1993
 EC3057_MARK LOGO: SCGS  
 EC3057_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3057+STABILITY: SURFACE MOTION
 EC3057
 EC3057  HISTORY     - Date     Condition        Report By
 EC3057  HISTORY     - 1993     MONUMENTED       SCGS
 EC3057
 EC3057                          STATION DESCRIPTION
 EC3057
 EC3057'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3057'STATION IS LOCATED 4.6 MILES (7.4 KM) SOUTHEAST OF IRMO, 6.7 MILES
 EC3057'(10.8 KM) NORTHWEST OF COLUMBIA. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC3057'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3057'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EC3057'INTERSTATE 20 AND U.S. HIGHWAY 176 (BROAD RIVER ROAD), 4.3 MILES
 EC3057'(6.9 KM) NORTHWEST OF COLUMBIA, GO NORTHWEST ON HIGHWAY 176 FOR 1.6
 EC3057'MILES (2.6 KM) TO THE JUNCTION OF STATE ROAD 311 (BEATTY ROAD),
 EC3057'CONTINUE ON HIGHWAY 176 FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A
 EC3057'POWER POLE IN THE EAST ANGLE OF A ROAD RIGHT (SAINT ANDREWS TERRACE
 EC3057'ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3057'(15.2 CM) ABOVE THE HIGHWAY, 6.3 FEET (1.9 M) EAST OF THE WEST EDGE
 EC3057'OF THE CURB OF THE HIGHWAY, 15.6 FEET (4.8 M) SOUTH OF THE POWER POLE
 EC3057'C-24307 WITH 3 GUY WIRES, 39.5 FEET (12.0 M) SOUTH SOUTHEAST OF THE
 EC3057'CENTER OF THE ROAD, 4.7 FEET (1.4 M) NORTHEAST OF THE CENTER OF A
 EC3057'MANHOLE COVER IN THE SIDEWALK, 80.9 FEET (24.7 M) SOUTH SOUTHEAST OF
 EC3057'A FIRE HYDRANT NUMBER 03995, 15.6 FEET (4.8 M) SOUTH OF A WITNESS
 EC3057'POST AT THE POWER POLE. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3058 ***********************************************************************
 EC3058  DESIGNATION -  40 012
 EC3058  PID         -  EC3058
 EC3058  STATE/COUNTY-  SC/RICHLAND
 EC3058  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3058
 EC3058                         *CURRENT SURVEY CONTROL
 EC3058  ___________________________________________________________________
 EC3058* NAD 83(2001)-  34 03 00.53953(N)    081 06 21.65694(W)     ADJUSTED  
 EC3058* NAVD 88     -        95.840  (meters)     314.44   (feet)  ADJUSTED  
 EC3058  ___________________________________________________________________
 EC3058  X           -     817,900.041 (meters)                     COMP
 EC3058  Y           -  -5,226,590.682 (meters)                     COMP
 EC3058  Z           -   3,551,093.322 (meters)                     COMP
 EC3058  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 EC3058  ELLIP HEIGHT-          64.97  (meters)          (03/13/03) GPS OBS
 EC3058  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 EC3058  DYNAMIC HT  -          95.743 (meters)     314.12  (feet)  COMP
 EC3058  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 EC3058
 EC3058  HORZ ORDER  -  FIRST
 EC3058  VERT ORDER  -  FIRST     CLASS II
 EC3058  ELLP ORDER  -  FOURTH    CLASS II
 EC3058
 EC3058.The horizontal coordinates were established by GPS observations
 EC3058.and adjusted by the National Geodetic Survey in March 2003..
 EC3058
 EC3058.The orthometric height was determined by differential leveling
 EC3058.and adjusted by the National Geodetic Survey in March 1994..
 EC3058
 EC3058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3058
 EC3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3058
 EC3058.The ellipsoidal height was determined by GPS observations
 EC3058.and is referenced to NAD 83.
 EC3058
 EC3058.The geoid height was determined by GEOID03.
 EC3058
 EC3058.The dynamic height is computed by dividing the NAVD 88
 EC3058.geopotential number by the normal gravity value computed on the
 EC3058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3058.degrees latitude (g = 980.6199 gals.).
 EC3058
 EC3058.The modeled gravity was interpolated from observed gravity values.
 EC3058
 EC3058;                    North         East     Units Scale Factor Converg.
 EC3058;SPC SC       -   245,841.764   599,813.317   MT  0.99981567   -0 03 31.6
 EC3058;SPC SC       -   806,567.47  1,967,891.46   iFT  0.99981567   -0 03 31.6
 EC3058;UTM  17      - 3,767,721.587   490,215.424   MT  0.99960118   -0 03 33.7
 EC3058
 EC3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3058!SPC SC       -   0.99998980  x   0.99981567  =   0.99980547
 EC3058!UTM  17      -   0.99998980  x   0.99960118  =   0.99959098
 EC3058
 EC3058                          SUPERSEDED SURVEY CONTROL
 EC3058
 EC3058  NAD 83(1995)-  34 03 00.53956(N)    081 06 21.65690(W) AD(       ) 1
 EC3058  NAD 83(1995)-  34 03 00.53923(N)    081 06 21.65625(W) AD(       ) 1
 EC3058  NAD 83(1986)-  34 03 00.55434(N)    081 06 21.65814(W) AD(       ) 1
 EC3058  ELLIP H (10/29/02)   64.97   (m)                       GP(       ) 4 1
 EC3058  NAVD 88 (10/29/02)   95.84   (m)          314.4    (f) LEVELING    3  
 EC3058
 EC3058.Superseded values are not recommended for survey control.
 EC3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3058.See file dsdata.txt to determine how the superseded data were derived.
 EC3058
 EC3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9021567722(NAD 83)
 EC3058_MARKER: DD = SURVEY DISK
 EC3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3058_SP_SET: CONCRETE POST
 EC3058_STAMPING: 40 012 1993
 EC3058_MARK LOGO: SCGS  
 EC3058_PROJECTION: FLUSH
 EC3058_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3058+STABILITY: SURFACE MOTION
 EC3058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3058+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2003
 EC3058
 EC3058  HISTORY     - Date     Condition        Report By
 EC3058  HISTORY     - 1993     MONUMENTED       SCGS
 EC3058  HISTORY     - 20011219 GOOD             SCGS
 EC3058  HISTORY     - 20020801 GOOD             SCGS
 EC3058  HISTORY     - 20030808 GOOD             WOOLPT
 EC3058
 EC3058                          STATION DESCRIPTION
 EC3058
 EC3058'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3058'STATION IS LOCATED 5.1 MILES (8.2 KM) SOUTHEAST OF IRMO, 6.1 MILES
 EC3058'(9.8 KM) NORTHWEST OF COLUMBIA. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC3058'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3058'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EC3058'INTERSTATE 20 AND U.S. HIGHWAY 176 (BROAD RIVER ROAD), 4.3 MILES
 EC3058'(6.9 KM) NORTHWEST OF COLUMBIA, GO NORTHWEST ON HIGHWAY 176 FOR 1.0
 EC3058'MILE (1.6 KM) TO THE STATION IN THE WEST ANGLE OF THE JUNCTION OF
 EC3058'STATE ROAD 42 (SAINT ANDREWS ROAD). STATION IS A CONCRETE POST FLUSH
 EC3058'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 6.9 FEET (2.1 M)
 EC3058'SOUTHWEST OF THE NORTHEAST EDGE OF THE CURB OF THE HIGHWAY, 69.7 FEET
 EC3058'(21.2 M) NORTH OF THE SOUTH EDGE OF THE CURB OF THE ROAD, 58.0 FEET
 EC3058'(17.7 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF A LARGE ALUMINUM
 EC3058'TRAFFIC LIGHT CONTROL BOX, 32.8 FEET (10.0 M) NORTHWEST OF A POWER
 EC3058'POLE WITH 4 GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED, 2.2 FEET
 EC3058'(0.7 M) NORTHEAST OF A WITNESS POST AT A 0.2-FOOT IRON PIPE
 EC3058'PROJECTING 4.0 FEET. DESCRIBED BY C.E. GEOGHEGAN.
 EC3058
 EC3058                          STATION RECOVERY (2001)
 EC3058
 EC3058'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3058'STATION IS LOCATED 5.1 MILES EAST SOUTHEAST OF IRMO, 5.3 MILES
 EC3058'NORTHWEST OF COLUMBIA.
 EC3058'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 EC3058'SC 29202, PHONE
 EC3058'803-737-1350.
 EC3058' 
 EC3058' TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20
 EC3058'(EXIT 65) AND U.S.
 EC3058'HIGHWAY 176 (BROAD RIVER ROAD), 4.3 MILES NORTHWEST OF COLUMBIA, GO
 EC3058'NORTHWEST ON HIGHWAY 176 FOR 1.0 MILE TO THE STATION NEAR A SIDEWALK
 EC3058'AND THREE GUY
 EC3058'WIRE ANCHORS IN THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 42 (SAINT
 EC3058'ANDREWS
 EC3058'ROAD).
 EC3058' 
 EC3058'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC3058'SIDEWALK, 1.7 FEET WEST SOUTHWEST OF THE SOUTHWEST EDGE OF THE HIGHWAY
 EC3058'SIDEWALK, 33.0 FEET NORTH NORTHWEST OF A POWER POLE WITH A SCGS
 EC3058'REFERENCE
 EC3058'WASHER AND THREE GUY WIRES, 63.0 FEET SOUTH SOUTHEAST OF THE SOUTH
 EC3058'CORNER
 EC3058'OF A LARGE METAL ACCESS COVER ON THE SOUTH SIDE OF A POWER POLE NUMBER
 EC3058'419940.85007, 2.1 FEET NORTHEAST OF A WITNESS POST.
 EC3058' 
 EC3058'RECOVERED BY T. HALL.
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058'
 EC3058
 EC3058                          STATION RECOVERY (2002)
 EC3058
 EC3058'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EC3058'RECOVERED AS DESCRIBED.
 EC3058' 
 EC3058'
 EC3058
 EC3058                          STATION RECOVERY (2003)
 EC3058
 EC3058'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GWK)
 EC3058'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058' 
 EC3058'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3060 ***********************************************************************
 EC3060  DESIGNATION -  40 013
 EC3060  PID         -  EC3060
 EC3060  STATE/COUNTY-  SC/RICHLAND
 EC3060  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3060
 EC3060                         *CURRENT SURVEY CONTROL
 EC3060  ___________________________________________________________________
 EC3060* NAD 83(1986)-  34 02 38.     (N)    081 05 59.     (W)     SCALED    
 EC3060* NAVD 88     -        98.023  (meters)     321.60   (feet)  ADJUSTED  
 EC3060  ___________________________________________________________________
 EC3060  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 EC3060  DYNAMIC HT  -          97.924 (meters)     321.27  (feet)  COMP
 EC3060  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 EC3060
 EC3060  VERT ORDER  -  FIRST     CLASS II
 EC3060
 EC3060.The horizontal coordinates were scaled from a topographic map and have
 EC3060.an estimated accuracy of +/- 6 seconds.
 EC3060
 EC3060.The orthometric height was determined by differential leveling
 EC3060.and adjusted by the National Geodetic Survey in March 1994..
 EC3060
 EC3060.The geoid height was determined by GEOID03.
 EC3060
 EC3060.The dynamic height is computed by dividing the NAVD 88
 EC3060.geopotential number by the normal gravity value computed on the
 EC3060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3060.degrees latitude (g = 980.6199 gals.).
 EC3060
 EC3060.The modeled gravity was interpolated from observed gravity values.
 EC3060
 EC3060;                    North         East    Units  Estimated Accuracy
 EC3060;SPC SC       -   245,150.      600,390.      MT  (+/- 180 meters Scaled)
 EC3060
 EC3060                          SUPERSEDED SURVEY CONTROL
 EC3060
 EC3060.No superseded survey control is available for this station.
 EC3060
 EC3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT907670(NAD 83)
 EC3060_MARKER: DD = SURVEY DISK
 EC3060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3060_SP_SET: CONCRETE POST
 EC3060_STAMPING: 40 013 1993
 EC3060_MARK LOGO: SCGS  
 EC3060_PROJECTION: FLUSH
 EC3060_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3060+STABILITY: SURFACE MOTION
 EC3060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3060+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 EC3060
 EC3060  HISTORY     - Date     Condition        Report By
 EC3060  HISTORY     - 1993     MONUMENTED       SCGS
 EC3060  HISTORY     - 20011219 GOOD             SCGS
 EC3060  HISTORY     - 20050903 GOOD             USPSQD
 EC3060
 EC3060                          STATION DESCRIPTION
 EC3060
 EC3060'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3060'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTHEAST OF IRMO, 4.9 MILES
 EC3060'(7.9 KM) NORTHWEST OF COLUMBIA. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC3060'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3060'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EC3060'INTERSTATE 20 AND U.S. HIGHWAY 176 (BROAD RIVER ROAD), 4.3 MILES
 EC3060'(6.9 KM) NORTHWEST OF COLUMBIA, GO NORTHWEST ON HIGHWAY 176 FOR 0.5
 EC3060'MILE (0.8 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE AND A
 EC3060'SMALL BRICK BUILDING (RONS AUTO REPAIR). STATION IS A CONCRETE POST
 EC3060'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 6.2 FEET (1.9 M)
 EC3060'SOUTHWEST OF THE NORTHEAST EDGE OF THE HIGHWAY, 15.7 FEET (4.8 M) EAST
 EC3060'OF THE NORTH CORNER OF THE BRICK BUILDING, 4.4 FEET (1.3 M) NORTHEAST
 EC3060'OF THE POWER POLE NUMBER 0313327/82734 WITH A FLOODLIGHT, 7.0 FEET
 EC3060'(2.1 M) EAST NORTHEAST OF THE EAST ONE OF 4 BOLTS PROJECTING 0.6 FOOT
 EC3060'(18.3 CM) FROM A 2.6-FOOT SQUARE CONCRETE SIGN BASE (UNUSED), 11.3
 EC3060'FEET (3.4 M) SOUTH SOUTHEAST OF THE NORTHEAST LEG OF A SIGN (RONS
 EC3060'AUTO REPAIR), 4.0 FEET (1.2 M) NORTHEAST OF A WITNESS POST AT THE
 EC3060'POWER POLE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3060
 EC3060                          STATION RECOVERY (2001)
 EC3060
 EC3060'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3060'STATION IS LOCATED 4.8 MILES NORTHWEST OF COLUMBIA, 5.6 MILES EAST
 EC3060'SOUTHEAST OF IRMO.
 EC3060'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 EC3060'SC 29202, PHONE
 EC3060'803-737-1350.
 EC3060' 
 EC3060' TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20
 EC3060'(EXIT 65) AND U.S.
 EC3060'HIGHWAY 176 (BROAD RIVER ROAD), 4.3 MILES NORTHWEST OF COLUMBIA, GO
 EC3060'NORTHWEST ON HIGHWAY 176 FOR 0.5 MILE TO THE STATION ON THE LEFT NEAR
 EC3060'A
 EC3060'POWER POLE IN FRONT OF PROCLEAN-CAROLINA DETAIL.
 EC3060' 
 EC3060'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 EC3060'HIGHWAY, 1.1 FEET
 EC3060'SOUTHWEST OF THE SOUTHWEST EDGE OF THE HIGHWAY SIDEWALK, 4.2 FEET
 EC3060'NORTHEAST OF
 EC3060'THE POWER POLE NUMBER 0313327/82734, 4.5 FEET EAST OF THE SOUTHERN ONE
 EC3060'OF FOUR
 EC3060'METAL WATER METER COVERS, 15.7 FEET EAST OF THE NORTH CORNER OF A
 EC3060'BRICK BUILDING
 EC3060'2639A, 3.8 FEET NORTHEAST OF A WITNESS POST.
 EC3060' 
 EC3060'RECOVERED BY T. HALL.
 EC3060' 
 EC3060' 
 EC3060' 
 EC3060' 
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 EC3060' 
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 EC3060' 
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 EC3060' 
 EC3060' 
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 EC3060' 
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 EC3060' 
 EC3060' 
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 EC3060' 
 EC3060' 
 EC3060' 
 EC3060' 
 EC3060'
 EC3060
 EC3060                          STATION RECOVERY (2005)
 EC3060
 EC3060'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EC3060'N 34 02.657
 EC3060'W 081 05.986
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3061 ***********************************************************************
 EC3061  DESIGNATION -  40 014
 EC3061  PID         -  EC3061
 EC3061  STATE/COUNTY-  SC/RICHLAND
 EC3061  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3061
 EC3061                         *CURRENT SURVEY CONTROL
 EC3061  ___________________________________________________________________
 EC3061* NAD 83(1986)-  34 02 00.     (N)    081 05 20.     (W)     SCALED    
 EC3061* NAVD 88     -        98.928  (meters)     324.57   (feet)  ADJUSTED  
 EC3061  ___________________________________________________________________
 EC3061  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 EC3061  DYNAMIC HT  -          98.828 (meters)     324.24  (feet)  COMP
 EC3061  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 EC3061
 EC3061  VERT ORDER  -  FIRST     CLASS II
 EC3061
 EC3061.The horizontal coordinates were scaled from a topographic map and have
 EC3061.an estimated accuracy of +/- 6 seconds.
 EC3061
 EC3061.The orthometric height was determined by differential leveling
 EC3061.and adjusted by the National Geodetic Survey in March 1994..
 EC3061
 EC3061.The geoid height was determined by GEOID03.
 EC3061
 EC3061.The dynamic height is computed by dividing the NAVD 88
 EC3061.geopotential number by the normal gravity value computed on the
 EC3061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3061.degrees latitude (g = 980.6199 gals.).
 EC3061
 EC3061.The modeled gravity was interpolated from observed gravity values.
 EC3061
 EC3061;                    North         East    Units  Estimated Accuracy
 EC3061;SPC SC       -   243,980.      601,390.      MT  (+/- 180 meters Scaled)
 EC3061
 EC3061                          SUPERSEDED SURVEY CONTROL
 EC3061
 EC3061.No superseded survey control is available for this station.
 EC3061
 EC3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT917658(NAD 83)
 EC3061_MARKER: DD = SURVEY DISK
 EC3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3061_SP_SET: CONCRETE POST
 EC3061_STAMPING: 40 014 1993
 EC3061_MARK LOGO: SCGS  
 EC3061_PROJECTION: FLUSH
 EC3061_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3061+STABILITY: SURFACE MOTION
 EC3061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3061+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 EC3061
 EC3061  HISTORY     - Date     Condition        Report By
 EC3061  HISTORY     - 1993     MONUMENTED       SCGS
 EC3061  HISTORY     - 20011219 GOOD             SCGS
 EC3061  HISTORY     - 20050903 GOOD             USPSQD
 EC3061
 EC3061                          STATION DESCRIPTION
 EC3061
 EC3061'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3061'STATION IS LOCATED 3.95 MILES (6.36 KM) NORTHWEST OF COLUMBIA.
 EC3061'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3061'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3061'JUNCTION OVERPASS OF INTERSTATE 20 AND U.S. HIGHWAY 176 (BROAD RIVER
 EC3061'ROAD), 4.3 MILES (6.9 KM) NORTHWEST OF COLUMBIA, GO SOUTHEAST ON
 EC3061'HIGHWAY 176 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 1377
 EC3061'(OMAREST ROAD) AND A ROAD RIGHT, TURN RIGHT BETWEEN THE WESTMINSTER
 EC3061'PRESBYTERIAN CHURCH AND THE 1ST SAVINGS BANK FOR 0.05 MILE (0.08 KM)
 EC3061'TO THE STATION NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH
 EC3061'WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 7.8 FEET
 EC3061'(2.4 M) NORTH OF THE SOUTH EDGE OF THE ROAD CURB, 11.7 FEET (3.6 M)
 EC3061'EAST OF THE POWER POLE NUMBER 43737 WITH TWO GUY WIRES, 109.1 FEET
 EC3061'(33.3 M) SOUTH OF THE SOUTH FACE OF A BRICK CHURCH BUILDING
 EC3061'(WESTMINSTER PRESBYTERIAN CHURCH), 71.0 FEET (21.6 M) EAST OF THE
 EC3061'SOUTHEAST CORNER OF A LARGE BRICK BUILDING SOUTHWEST OF THE CHURCH,
 EC3061'69.3 FEET (21.1 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 EC3061'ENCLOSURE SOUTH OF THE CHURCH, 11.7 FEET (3.6 M) EAST OF A WITNESS
 EC3061'POST AT THE POWER POLE. DESCRIBED BY C.E. GEOGHEGAN.
 EC3061
 EC3061                          STATION RECOVERY (2001)
 EC3061
 EC3061'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3061'STATION IS LOCATED 3.8 MILES NORTHWEST OF COLUMBIA. OWNERSHIP--SCDOT,
 EC3061'DIRECTOR OF
 EC3061'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC3061'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 (EXIT
 EC3061'65) AND U.S.
 EC3061'HIGHWAY 176 (BROAD RIVER ROAD), 4.3 MILES NORTHWEST OF COLUMBIA, GO
 EC3061'SOUTHEAST ON
 EC3061'HIGHWAY 176 FOR 0.5  MILE TO THE JUNCTION OF STATE ROAD 1377 (OMAREST
 EC3061'ROAD) LEFT AND A
 EC3061'PAVED ROAD RIGHT, TURN RIGHT ON THE PAVED ROAD FOR 0.05 MILE TO THE
 EC3061'STATION ON THE
 EC3061'RIGHT NEAR A POWER POLE ON THE SOUTH SIDE OF A CHURCH YARD.
 EC3061' 
 EC3061'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET ABOVE
 EC3061'THE ROAD, 7.6
 EC3061'FEET NORTH OF THE NORTH EDGE OF A CONCRETE CURB OF THE PAVED ROAD,
 EC3061'11.5 FEET EAST
 EC3061'OF THE POWER POLE NUMBER 43737 WITH SIX SMALL TRANSFORMERS, 61.4 FEET
 EC3061'SOUTH
 EC3061'SOUTHEAST OF THE CENTER OF A RAISED METAL MANHOLE COVER IN THE CHURCH
 EC3061'YARD, 109.1
 EC3061'FEET SOUTH OF THE SOUTH FACE OF THE MAIN BRICK SANCTUARY OF THE
 EC3061'WESTMINISTER
 EC3061'PRESBYTERIAN CHURCH, 11.5 FEET EAST OF A WITNESS POST.
 EC3061' 
 EC3061'RECOVERED BY T. HALL.
 EC3061' 
 EC3061' 
 EC3061' 
 EC3061' 
 EC3061' 
 EC3061' 
 EC3061' 
 EC3061' 
 EC3061' 
 EC3061' 
 EC3061' 
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 EC3061
 EC3061                          STATION RECOVERY (2005)
 EC3061
 EC3061'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EC3061'N 34 02.005
 EC3061'W 081 05.338
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3062 ***********************************************************************
 EC3062  DESIGNATION -  40 015
 EC3062  PID         -  EC3062
 EC3062  STATE/COUNTY-  SC/RICHLAND
 EC3062  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3062
 EC3062                         *CURRENT SURVEY CONTROL
 EC3062  ___________________________________________________________________
 EC3062* NAD 83(2001)-  34 01 38.50402(N)    081 04 58.24794(W)     ADJUSTED  
 EC3062* NAVD 88     -        93.525  (meters)     306.84   (feet)  ADJUSTED  
 EC3062  ___________________________________________________________________
 EC3062  X           -     820,232.502 (meters)                     COMP
 EC3062  Y           -  -5,227,655.337 (meters)                     COMP
 EC3062  Z           -   3,548,997.376 (meters)                     COMP
 EC3062  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 EC3062  ELLIP HEIGHT-          62.57  (meters)          (03/13/03) GPS OBS
 EC3062  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 EC3062  DYNAMIC HT  -          93.430 (meters)     306.53  (feet)  COMP
 EC3062  MODELED GRAV-     979,615.9   (mgal)                       NAVD 88
 EC3062
 EC3062  HORZ ORDER  -  FIRST
 EC3062  VERT ORDER  -  FIRST     CLASS II
 EC3062  ELLP ORDER  -  FOURTH    CLASS II
 EC3062
 EC3062.The horizontal coordinates were established by GPS observations
 EC3062.and adjusted by the National Geodetic Survey in March 2003..
 EC3062
 EC3062.The orthometric height was determined by differential leveling
 EC3062.and adjusted by the National Geodetic Survey in March 1994..
 EC3062
 EC3062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3062
 EC3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3062
 EC3062.The ellipsoidal height was determined by GPS observations
 EC3062.and is referenced to NAD 83.
 EC3062
 EC3062.The geoid height was determined by GEOID03.
 EC3062
 EC3062.The dynamic height is computed by dividing the NAVD 88
 EC3062.geopotential number by the normal gravity value computed on the
 EC3062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3062.degrees latitude (g = 980.6199 gals.).
 EC3062
 EC3062.The modeled gravity was interpolated from observed gravity values.
 EC3062
 EC3062;                    North         East     Units Scale Factor Converg.
 EC3062;SPC SC       -   243,312.604   601,950.116   MT  0.99981311   -0 02 45.3
 EC3062;SPC SC       -   798,269.70  1,974,901.96   iFT  0.99981311   -0 02 45.3
 EC3062;UTM  17      - 3,765,192.948   492,351.744   MT  0.99960072   -0 02 46.9
 EC3062
 EC3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3062!SPC SC       -   0.99999018  x   0.99981311  =   0.99980329
 EC3062!UTM  17      -   0.99999018  x   0.99960072  =   0.99959090
 EC3062
 EC3062                          SUPERSEDED SURVEY CONTROL
 EC3062
 EC3062  NAD 83(1995)-  34 01 38.50407(N)    081 04 58.24798(W) AD(       ) 1
 EC3062  NAD 83(1995)-  34 01 38.50412(N)    081 04 58.24729(W) AD(       ) 1
 EC3062  NAD 83(1986)-  34 01 38.51911(N)    081 04 58.24911(W) AD(       ) 1
 EC3062  ELLIP H (10/29/02)   62.56   (m)                       GP(       ) 4 1
 EC3062  NAVD 88 (10/29/02)   93.53   (m)          306.9    (f) LEVELING    3  
 EC3062
 EC3062.Superseded values are not recommended for survey control.
 EC3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3062.See file dsdata.txt to determine how the superseded data were derived.
 EC3062
 EC3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9235265193(NAD 83)
 EC3062_MARKER: DD = SURVEY DISK
 EC3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3062_SP_SET: CONCRETE POST
 EC3062_STAMPING: 40 015 1993
 EC3062_MARK LOGO: SCGS  
 EC3062_PROJECTION: FLUSH
 EC3062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3062+STABILITY: SURFACE MOTION
 EC3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3062+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 EC3062
 EC3062  HISTORY     - Date     Condition        Report By
 EC3062  HISTORY     - 1993     MONUMENTED       SCGS
 EC3062  HISTORY     - 20011219 GOOD             SCGS
 EC3062  HISTORY     - 20020801 GOOD             SCGS
 EC3062  HISTORY     - 20050903 GOOD             USPSQD
 EC3062
 EC3062                          STATION DESCRIPTION
 EC3062
 EC3062'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3062'STATION IS LOCATED 3.45 MILES (5.55 KM) NORTHWEST OF COLUMBIA.
 EC3062'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3062'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3062'JUNCTION OVERPASS OF INTERSTATE 20 AND U.S. HIGHWAY 176 (BROAD RIVER
 EC3062'ROAD), 4.3 MILES (6.9 KM) NORTHWEST OF COLUMBIA, GO SOUTHEAST ON
 EC3062'HIGHWAY 176 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD
 EC3062'837 (MEANS AVENUE) AND A ROAD RIGHT (ARROWWOOD ROAD), TURN LEFT ON
 EC3062'ROAD 837 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 EC3062'SHORT CHAIN LINK FENCE. STATION IS A CONCRETE POST FLUSH WITH THE
 EC3062'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 26.1 FEET (8.0 M)
 EC3062'SOUTHEAST OF THE CENTER OF THE ROAD, 2.8 FEET (0.9 M) SOUTHWEST OF THE
 EC3062'FENCE LINE, 11.4 FEET (3.5 M) SOUTHEAST OF A POWER POLE WITH A
 EC3062'TRANSFORMER AND 2 GUY WIRES, 15.8 FEET (4.8 M) EAST SOUTHEAST OF THE
 EC3062'SOUTH CORNER OF A METAL TELEPHONE ELECTRICAL BOX NUMBER 1130, 34.0
 EC3062'FEET (10.4 M) NORTHWEST OF THE WEST CORNER OF A BRICK GARAGE, 13.3
 EC3062'FEET (4.1 M) NORTHWEST OF A WITNESS POST. DESCRIBED BY C.E.
 EC3062'GEOGHEGAN.
 EC3062
 EC3062                          STATION RECOVERY (2001)
 EC3062
 EC3062'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3062'STATION IS LOCATED 3.3 MILES WEST NORTHWEST OF COLUMBIA, 7.05 MILES
 EC3062'SOUTHEAST OF IRMO,
 EC3062'OWNERSHIP--FLOORING AMERICA, JERRY HEFFNERS WALLPAPERS, 1130 BROAD
 EC3062'RIVER ROAD,
 EC3062'COLUMBIA, SC 29212, PHONE 803-798-9434.
 EC3062' 
 EC3062' TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20
 EC3062'(EXIT 65) AND U.S.
 EC3062'HIGHWAY 176 (BROAD RIVER ROAD), 4.3 MILES NORTHWEST OF COLUMBIA, GO
 EC3062'SOUTHEAST ON
 EC3062'HIGHWAY 176 FOR 1.05 MILES TO THE JUNCTION OF STATE ROAD 837 (MEANS
 EC3062'AVENUE) LEFT AND A
 EC3062'PAVED ROAD RIGHT (ARROWWOOD ROAD), TURN LEFT ON ROAD 837 FOR 0.05 MILE
 EC3062'TO THE STATION
 EC3062'ON THE RIGHT NEAR A SHORT CHAIN LINK FENCE.
 EC3062' 
 EC3062'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 0.5 FOOT ABOVE THE
 EC3062'ROAD, 3.0 FEET
 EC3062'SOUTHWEST OF THE FENCE LINE, 14.4 FEET SOUTHEAST OF A METAL WATER
 EC3062'METER COVER,
 EC3062'35.5 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 14.0 FEET EAST OF THE
 EC3062'SOUTH CORNER
 EC3062'OF A CONCRETE PAD FOR A METAL TELEPHONE JUNCTION BOX NUMBER 1130, 60.8
 EC3062'FEET
 EC3062'NORTHWEST OF NORTH CORNER OF A CONCRETE BLOCK WING OF THE FLOORING
 EC3062'AMERICA
 EC3062'BUILDING, 13.4 FEET NORTHWEST OF A WITNESS POST.
 EC3062' 
 EC3062'RECOVERED BY T. HALL.
 EC3062' 
 EC3062' 
 EC3062' 
 EC3062' 
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 EC3062' 
 EC3062'
 EC3062
 EC3062                          STATION RECOVERY (2002)
 EC3062
 EC3062'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EC3062'RECOVERED AS DESCRIBED.
 EC3062' 
 EC3062' 
 EC3062'
 EC3062
 EC3062                          STATION RECOVERY (2005)
 EC3062
 EC3062'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EC3062'N 34 01.645
 EC3062'W 081 04.973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3063 ***********************************************************************
 EC3063  DESIGNATION -  40 016
 EC3063  PID         -  EC3063
 EC3063  STATE/COUNTY-  SC/RICHLAND
 EC3063  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3063
 EC3063                         *CURRENT SURVEY CONTROL
 EC3063  ___________________________________________________________________
 EC3063* NAD 83(1986)-  34 01 18.     (N)    081 04 37.     (W)     SCALED    
 EC3063* NAVD 88     -        85.984  (meters)     282.10   (feet)  ADJUSTED  
 EC3063  ___________________________________________________________________
 EC3063  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EC3063  DYNAMIC HT  -          85.897 (meters)     281.81  (feet)  COMP
 EC3063  MODELED GRAV-     979,614.1   (mgal)                       NAVD 88
 EC3063
 EC3063  VERT ORDER  -  FIRST     CLASS II
 EC3063
 EC3063.The horizontal coordinates were scaled from a topographic map and have
 EC3063.an estimated accuracy of +/- 6 seconds.
 EC3063
 EC3063.The orthometric height was determined by differential leveling
 EC3063.and adjusted by the National Geodetic Survey in March 1994..
 EC3063
 EC3063.The geoid height was determined by GEOID03.
 EC3063
 EC3063.The dynamic height is computed by dividing the NAVD 88
 EC3063.geopotential number by the normal gravity value computed on the
 EC3063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3063.degrees latitude (g = 980.6199 gals.).
 EC3063
 EC3063.The modeled gravity was interpolated from observed gravity values.
 EC3063
 EC3063;                    North         East    Units  Estimated Accuracy
 EC3063;SPC SC       -   242,680.      602,500.      MT  (+/- 180 meters Scaled)
 EC3063
 EC3063                          SUPERSEDED SURVEY CONTROL
 EC3063
 EC3063.No superseded survey control is available for this station.
 EC3063
 EC3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT928645(NAD 83)
 EC3063_MARKER: DD = SURVEY DISK
 EC3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3063_SP_SET: CONCRETE POST
 EC3063_STAMPING: 40 016 1993
 EC3063_MARK LOGO: SCGS  
 EC3063_PROJECTION: FLUSH
 EC3063_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3063+STABILITY: SURFACE MOTION
 EC3063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3063+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 EC3063
 EC3063  HISTORY     - Date     Condition        Report By
 EC3063  HISTORY     - 1993     MONUMENTED       SCGS
 EC3063  HISTORY     - 1998     GOOD             USPSQD
 EC3063  HISTORY     - 20011210 GOOD             SCGS
 EC3063  HISTORY     - 20050903 GOOD             USPSQD
 EC3063
 EC3063                          STATION DESCRIPTION
 EC3063
 EC3063'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3063'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHWEST OF COLUMBIA.
 EC3063'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3063'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3063'JUNCTION OVERPASS OF INTERSTATE 20 AND U.S. HIGHWAY 176 (BROAD RIVER
 EC3063'ROAD), 4.3 MILES (6.9 KM) NORTHWEST OF COLUMBIA, GO SOUTHEAST ON
 EC3063'HIGHWAY 176 FOR 1.35 MILES (2.17 KM) TO THE JUNCTION OF STATE ROAD
 EC3063'P-4010 (GREYSTONE BOULEVARD), BEAR RIGHT ON ROAD P-4010 FOR 0.25 MILE
 EC3063'(0.40 KM) TO THE STATION ON THE LEFT NEAR THE LARGE SQUARE METAL POLE
 EC3063'FOR A LUMINESCENT SIGN (CHRYSLER PLYMOUTH). STATION IS A CONCRETE
 EC3063'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 34.1
 EC3063'FEET (10.4 M) EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 EC3063'THE ROAD, 19.9 FEET (6.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 EC3063'CONCRETE BASE FOR A METAL CAR LOT LIGHT POLE, 27.3 FEET (8.3 M)
 EC3063'SOUTHWEST OF THE SOUTHWEST CORNER OF THE METAL POLE, 132.6 FEET
 EC3063'(40.4 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 EC3063'PILLAR OF A BUILDING (GALEANA), 27.9 FEET (8.5 M) SOUTH SOUTHEAST OF
 EC3063'A 1.3-FOOT PALMETTO TREE, 31.8 FEET (9.7 M) SOUTH SOUTHWEST OF THE
 EC3063'SOUTH CORNER OF A 10.0-FOOT BY 20.0-FOOT CONCRETE PAD. DESCRIBED BY
 EC3063'C.E. GEOGHEGAN.
 EC3063
 EC3063                          STATION RECOVERY (1998)
 EC3063
 EC3063'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3063'RECOVERED IN GOOD CONDITION.
 EC3063
 EC3063                          STATION RECOVERY (2001)
 EC3063
 EC3063'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3063'STATION IS LOCATED 2.8 MILES WEST NORTHWEST OF COLUMBIA.
 EC3063'OWNERSHIP--SCDOT, DIRECTOR
 EC3063'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3063'803-737-1350.
 EC3063' 
 EC3063'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 3020
 EC3063'(GREYSTONE
 EC3063'BOULEVARD) AND INTERSTATE 126, 2.5 MILES WEST NORTHWEST OF COLUMBIA,
 EC3063'GO NORTH
 EC3063'NORTHEAST ON ROAD 3020 FOR 0.65 MILE TO THE STATION ON THE RIGHT NEAR
 EC3063'A LARGE METAL
 EC3063'SIGN FOR CHRYSLER/PLYMOUTH/JEEP, 0.25 MILE SOUTH OF THE JUNCTION OF
 EC3063'U.S. HIGHWAY 176
 EC3063'(BROAD RIVER ROAD).
 EC3063' 
 EC3063'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 0.5 FOOT ABOVE THE
 EC3063'ROAD, 26.0 FEET
 EC3063'SOUTHWEST OF THE SOUTH CORNER OF THE METAL BASE OF THE SIGN, 15.6 FEET
 EC3063'SOUTH
 EC3063'SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE CURB NEAR THE
 EC3063'NORTHWEST
 EC3063'CORNER OF A PARKING LOT, 27.7 FEET SOUTH SOUTHEAST OF A 1.2-FOOT
 EC3063'PALMETTO TREE, 31.9
 EC3063'FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE PAD IN FRONT OF THE
 EC3063'CHRYSLER
 EC3063'DEALERSHIP, 33.5 FEET EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND
 EC3063'LANES OF
 EC3063'THE ROAD.
 EC3063' 
 EC3063'RECOVERED BY T. HALL.
 EC3063' 
 EC3063' 
 EC3063' 
 EC3063' 
 EC3063' 
 EC3063'
 EC3063
 EC3063                          STATION RECOVERY (2005)
 EC3063
 EC3063'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EC3063'N 34 01.313
 EC3063'W 081 04.639
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3064 ***********************************************************************
 EC3064  DESIGNATION -  40 017
 EC3064  PID         -  EC3064
 EC3064  STATE/COUNTY-  SC/RICHLAND
 EC3064  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3064
 EC3064                         *CURRENT SURVEY CONTROL
 EC3064  ___________________________________________________________________
 EC3064* NAD 83(1986)-  34 00 56.     (N)    081 04 31.     (W)     SCALED    
 EC3064* NAVD 88     -        73.474  (meters)     241.06   (feet)  ADJUSTED  
 EC3064  ___________________________________________________________________
 EC3064  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EC3064  DYNAMIC HT  -          73.399 (meters)     240.81  (feet)  COMP
 EC3064  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 EC3064
 EC3064  VERT ORDER  -  FIRST     CLASS II
 EC3064
 EC3064.The horizontal coordinates were scaled from a topographic map and have
 EC3064.an estimated accuracy of +/- 6 seconds.
 EC3064
 EC3064.The orthometric height was determined by differential leveling
 EC3064.and adjusted by the National Geodetic Survey in March 1994..
 EC3064
 EC3064.The geoid height was determined by GEOID03.
 EC3064
 EC3064.The dynamic height is computed by dividing the NAVD 88
 EC3064.geopotential number by the normal gravity value computed on the
 EC3064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3064.degrees latitude (g = 980.6199 gals.).
 EC3064
 EC3064.The modeled gravity was interpolated from observed gravity values.
 EC3064
 EC3064;                    North         East    Units  Estimated Accuracy
 EC3064;SPC SC       -   242,000.      602,650.      MT  (+/- 180 meters Scaled)
 EC3064
 EC3064                          SUPERSEDED SURVEY CONTROL
 EC3064
 EC3064.No superseded survey control is available for this station.
 EC3064
 EC3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT930638(NAD 83)
 EC3064_MARKER: DD = SURVEY DISK
 EC3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3064_SP_SET: CONCRETE POST
 EC3064_STAMPING: 40 017 1993
 EC3064_MARK LOGO: SCGS  
 EC3064_PROJECTION: FLUSH
 EC3064_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3064+STABILITY: SURFACE MOTION
 EC3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3064+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 EC3064
 EC3064  HISTORY     - Date     Condition        Report By
 EC3064  HISTORY     - 1993     MONUMENTED       SCGS
 EC3064  HISTORY     - 1998     GOOD             USPSQD
 EC3064  HISTORY     - 20011210 GOOD             SCGS
 EC3064  HISTORY     - 20050903 GOOD             USPSQD
 EC3064
 EC3064                          STATION DESCRIPTION
 EC3064
 EC3064'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3064'STATION IS LOCATED 2.75 NORTHWEST OF COLUMBIA. OWNERSHIP--SCDHPT,
 EC3064'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3064'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EC3064'INTERSTATE 126 AND STATE ROAD P4010 (GREYSTONE BOULEVARD), 2.5 MILES
 EC3064'(4.0 KM) NORTHWEST OF COLUMBIA, GO NORTH ON ROAD P4010 FOR 0.35 MILE
 EC3064'(0.56 KM) TO THE STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF A
 EC3064'LOW PIPE FENCE SURROUNDING A NEW CAR LOT (STIVERS LINCOLN MERCURY).
 EC3064'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3064'(15.2 CM) ABOVE THE ROAD, 13.2 FEET (4.0 M) EAST OF THE WEST EDGE OF
 EC3064'THE CURB OF THE ROAD, 5.1 FEET (1.6 M) WEST OF THE CORNER POST OF THE
 EC3064'FENCE, 9.4 FEET (2.9 M) WEST SOUTHWEST OF A POWER POLE NUMBER 0299775
 EC3064'WITH GUY WIRE, 57.7 FEET (17.6 M) WEST OF THE SOUTHWEST CORNER OF AN
 EC3064'OFFICE BUILDING (NCR, COLUMBIA DISTRICT), 15.8 FEET (4.8 M) SOUTH
 EC3064'SOUTHEAST OF THE CENTER OF A MANHOLE COVER, 4.5 FEET (1.4 M) SOUTH
 EC3064'SOUTHWEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 EC3064
 EC3064                          STATION RECOVERY (1998)
 EC3064
 EC3064'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3064'RECOVERED IN GOOD CONDITION.
 EC3064
 EC3064                          STATION RECOVERY (2001)
 EC3064
 EC3064'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3064'STATION IS LOCATED 2.55 MILES WEST NORTHWEST OF COLUMBIA.
 EC3064'OWNERSHIP--SCDOT, DIRECTOR
 EC3064'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC3064'803-737-1350.
 EC3064' 
 EC3064'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 3020
 EC3064'(GREYSTONE
 EC3064'BOULEVARD) AND INTERSTATE 126, 2.5 MILES WEST NORTHWEST OF COLUMBIA,
 EC3064'GO NORTH
 EC3064'NORTHEAST ON ROAD 3020 FOR 0.25 MILE TO THE STATION ON THE RIGHT NEAR
 EC3064'THE CURB AND NEAR
 EC3064'A POWER POLE BETWEEN A CAR DEALERSHIP AND A BLOCK BUILDING FOR CLEAR
 EC3064'CHANNEL RADIO.
 EC3064' 
 EC3064'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC3064'ROAD, 9.4 FEET
 EC3064'WEST SOUTHWEST OF THE POWER POLE NUMBER 0299775 WITH GUY WIRE, 15.6
 EC3064'FEET SOUTH
 EC3064'SOUTHEAST OF THE CENTER OF A METAL MANHOLE COVER, 12.6 FEET EAST OF
 EC3064'THE EAST EDGE OF
 EC3064'THE CURB, 57.5 FEET WEST OF THE SOUTHWEST CORNER OF THE BLOCK
 EC3064'BUILDING, 5.2 FEET WEST
 EC3064'OF A METAL POST AT THE NORTHWEST CORNER OF A CAR LOT FOR
 EC3064'LINCOLN-MERCURY AUTO
 EC3064'DEALER, 4.6 FEET SOUTHWEST OF A WITNESS POST.
 EC3064' 
 EC3064'RECOVERED BY T. HALL.
 EC3064' 
 EC3064' 
 EC3064' 
 EC3064' 
 EC3064' 
 EC3064'
 EC3064
 EC3064                          STATION RECOVERY (2005)
 EC3064
 EC3064'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EC3064'N 34 00.945
 EC3064'W 081 04.534
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3065 ***********************************************************************
 EC3065  DESIGNATION -  40 018
 EC3065  PID         -  EC3065
 EC3065  STATE/COUNTY-  SC/RICHLAND
 EC3065  USGS QUAD   -  COLUMBIA NORTH (1997)
 EC3065
 EC3065                         *CURRENT SURVEY CONTROL
 EC3065  ___________________________________________________________________
 EC3065* NAD 83(1986)-  34 01 29.     (N)    081 04 21.     (W)     SCALED    
 EC3065* NAVD 88     -        68.629  (meters)     225.16   (feet)  ADJUSTED  
 EC3065  ___________________________________________________________________
 EC3065  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EC3065  DYNAMIC HT  -          68.559 (meters)     224.93  (feet)  COMP
 EC3065  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 EC3065
 EC3065  VERT ORDER  -  FIRST     CLASS II
 EC3065
 EC3065.The horizontal coordinates were scaled from a topographic map and have
 EC3065.an estimated accuracy of +/- 6 seconds.
 EC3065
 EC3065.The orthometric height was determined by differential leveling
 EC3065.and adjusted by the National Geodetic Survey in March 1994..
 EC3065
 EC3065.The geoid height was determined by GEOID03.
 EC3065
 EC3065.The dynamic height is computed by dividing the NAVD 88
 EC3065.geopotential number by the normal gravity value computed on the
 EC3065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3065.degrees latitude (g = 980.6199 gals.).
 EC3065
 EC3065.The modeled gravity was interpolated from observed gravity values.
 EC3065
 EC3065;                    North         East    Units  Estimated Accuracy
 EC3065;SPC SC       -   243,020.      602,910.      MT  (+/- 180 meters Scaled)
 EC3065
 EC3065                          SUPERSEDED SURVEY CONTROL
 EC3065
 EC3065.No superseded survey control is available for this station.
 EC3065
 EC3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT933649(NAD 83)
 EC3065_MARKER: DD = SURVEY DISK
 EC3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3065_SP_SET: CONCRETE POST
 EC3065_STAMPING: 40 018 1993
 EC3065_MARK LOGO: SCGS  
 EC3065_PROJECTION: FLUSH
 EC3065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3065+STABILITY: SURFACE MOTION
 EC3065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3065+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 EC3065
 EC3065  HISTORY     - Date     Condition        Report By
 EC3065  HISTORY     - 1993     MONUMENTED       SCGS
 EC3065  HISTORY     - 1998     GOOD             USPSQD
 EC3065  HISTORY     - 20011210 GOOD             SCGS
 EC3065  HISTORY     - 20050903 GOOD             USPSQD
 EC3065
 EC3065                          STATION DESCRIPTION
 EC3065
 EC3065'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3065'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTH NORTHWEST OF COLUMBIA.
 EC3065'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3065'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3065'JUNCTION OF U.S. HIGHWAY 176 (RIVER AND BROAD RIVER ROADS) AND STATE
 EC3065'HIGHWAY 16 (SUNSET DRIVE), 2.4 MILES (3.9 KM) NORTH NORTHWEST OF
 EC3065'COLUMBIA, GO WEST NORTHWEST ON HIGHWAY 176 FOR 0.95 MILE (1.53 KM) TO
 EC3065'THE JUNCTION OF STATE ROAD 213 (RIVERHILL CIRCLE), CONTINUE ON
 EC3065'HIGHWAY 176 FOR 0.1 MILE (0.2 KM) TO THE STATION NEAR A POWER POLE IN
 EC3065'THE SOUTHEAST ANGLE OF AN ENTRANCE DRIVEWAY TO GIBBES VOLKSWAGON CAR
 EC3065'DEALERSHIP. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 EC3065'FOOT (0.3 M) ABOVE THE HIGHWAY, 8.8 FEET (2.7 M) SOUTH OF THE NORTH
 EC3065'EDGE OF THE CURB OF THE HIGHWAY, 56.0 FEET (17.1 M) NORTH NORTHWEST
 EC3065'OF A FIRE HYDRANT, 9.5 FEET (2.9 M) EAST SOUTHEAST OF THE CENTER OF A
 EC3065'SOUTHERN BELL MANHOLE COVER IN THE SIDEWALK, 25.0 FEET (7.6 M) WEST
 EC3065'SOUTHWEST OF THE CENTER OF AN UNMARKED MANHOLE COVER IN THE SIDEWALK,
 EC3065'32.6 FEET (9.9 M) EAST OF THE WEST EDGE OF THE CURB OF THE ENTRANCE
 EC3065'DRIVEWAY, 9.8 FEET (3.0 M) WEST OF A WITNESS POST AT THE POWER POLE.
 EC3065'DESCRIBED BY C.E. GEOGHEGAN.
 EC3065
 EC3065                          STATION RECOVERY (1998)
 EC3065
 EC3065'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3065'RECOVERED IN GOOD CONDITION.
 EC3065
 EC3065                          STATION RECOVERY (2001)
 EC3065
 EC3065'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC3065'STATION IS LOCATED 2.75 MILES NORTHWEST OF COLUMBIA. OWNERSHIP--SCDOT,
 EC3065'DIRECTOR OF
 EC3065'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC3065'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (BROAD
 EC3065'RIVER ROAD
 EC3065'AND RIVER ROAD) AND STATE HIGHWAY 16 (SUNSET DRIVE), 2.3 MILES
 EC3065'NORTHWEST OF
 EC3065'COLUMBIA, GO WEST ON HIGHWAY 176 FOR 0.95 MILE TO THE JUNCTION OF
 EC3065'STATE ROAD
 EC3065'213 (RIVERHILL CIRCLE), CONTINUE ON HIGHWAY 176 FOR 0.1 MILE TO THE
 EC3065'STATION ON THE
 EC3065'LEFT NEAR A POWER POLE IN THE EAST ANGLE OF AN ENTRANCE DRIVEWAY TO A
 EC3065'VOLKSWAGEN DEALERSHIP.
 EC3065' 
 EC3065'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 EC3065'THE ROAD, 2.5 FEET
 EC3065'SOUTH SOUTHEAST OF THE SOUTH EDGE OF A SIDEWALK, 9.2 FEET EAST
 EC3065'SOUTHEAST OF THE
 EC3065'CENTER OF A METAL BELL SOUTH MANHOLE COVER SET INTO THE SIDEWALK, 9.2
 EC3065'FEET WEST OF
 EC3065'THE POWER POLE NUMBER 371941/91502/91177 WITH FOUR SECURITY LIGHTS
 EC3065'ATTACHED, 31.7
 EC3065'FEET EAST NORTHEAST OF THE EAST EDGE OF A CONCRETE CURB OF THE
 EC3065'ENTRANCE DRIVEWAY,
 EC3065'9.7 FEET WEST OF A WITNESS POST.
 EC3065' 
 EC3065'RECOVERED BY T. HALL.
 EC3065' 
 EC3065' 
 EC3065' 
 EC3065' 
 EC3065'
 EC3065
 EC3065                          STATION RECOVERY (2005)
 EC3065
 EC3065'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EC3065'N 34 01.515
 EC3065'W 081 04.377
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2844 ***********************************************************************
 CK2844  DESIGNATION -  40 RFJ
 CK2844  PID         -  CK2844
 CK2844  STATE/COUNTY-  SC/DORCHESTER
 CK2844  USGS QUAD   -  CLUBHOUSE CROSSROADS (1983)
 CK2844
 CK2844                         *CURRENT SURVEY CONTROL
 CK2844  ___________________________________________________________________
 CK2844* NAD 83(1986)-  32 57 52.     (N)    080 16 36.     (W)     SCALED    
 CK2844* NAVD 88     -         6.473  (meters)      21.24   (feet)  ADJUSTED  
 CK2844  ___________________________________________________________________
 CK2844  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK2844  DYNAMIC HT  -           6.467 (meters)      21.22  (feet)  COMP
 CK2844  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 CK2844
 CK2844  VERT ORDER  -  FIRST     CLASS II
 CK2844
 CK2844.The horizontal coordinates were scaled from a topographic map and have
 CK2844.an estimated accuracy of +/- 6 seconds.
 CK2844
 CK2844.The orthometric height was determined by differential leveling
 CK2844.and adjusted by the National Geodetic Survey in June 1991..
 CK2844
 CK2844.The geoid height was determined by GEOID03.
 CK2844
 CK2844.The dynamic height is computed by dividing the NAVD 88
 CK2844.geopotential number by the normal gravity value computed on the
 CK2844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2844.degrees latitude (g = 980.6199 gals.).
 CK2844
 CK2844.The modeled gravity was interpolated from observed gravity values.
 CK2844
 CK2844;                    North         East    Units  Estimated Accuracy
 CK2844;SPC SC       -   125,680.      677,220.      MT  (+/- 180 meters Scaled)
 CK2844
 CK2844                          SUPERSEDED SURVEY CONTROL
 CK2844
 CK2844  NGVD 29 (03/21/89)    6.768  (m)           22.20   (f) ADJUSTED    1 2
 CK2844
 CK2844.Superseded values are not recommended for survey control.
 CK2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2844.See file dsdata.txt to determine how the superseded data were derived.
 CK2844
 CK2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS675475(NAD 83)
 CK2844_MARKER: DD = SURVEY DISK
 CK2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2844_SP_SET: CONCRETE POST
 CK2844_STAMPING: 40 RFJ 1972
 CK2844_MARK LOGO: USGS  
 CK2844_PROJECTION: RECESSED 3 CENTIMETERS
 CK2844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2844+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 CK2844
 CK2844  HISTORY     - Date     Condition        Report By
 CK2844  HISTORY     - 1972     MONUMENTED       USGS
 CK2844  HISTORY     - 1983     GOOD             SCGS
 CK2844  HISTORY     - 1985     GOOD             SCGS
 CK2844  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 CK2844  HISTORY     - 20020806 GOOD             SCGS
 CK2844
 CK2844                          STATION DESCRIPTION
 CK2844
 CK2844'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2844'10.8 KM (6.7 MI) SW FROM SUMMERVILLE.
 CK2844'SET AT THE EASTERN MOST JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND
 CK2844'STATE HIGHWAY 61, 25.4 METERS (83.2 FEET) SOUTHEAST OF THE APPROXIMATE
 CK2844'CENTER OF U.S. HIGHWAY 17 ALTERNATE, 19.9 METERS (65.4 FEET) NORTH OF
 CK2844'THE APPROXIMATE CENTER OF HIGHWAY 61, 0.6 METER (2.0 FEET) NORTH OF
 CK2844'POWER POLE NUMBER 160501 WITH ONE GUY WIRE.
 CK2844'THE MARK IS 0.20 METERS  WNW FROM A WITNESS POST.
 CK2844'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
 CK2844
 CK2844                          STATION RECOVERY (1985)
 CK2844
 CK2844'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK2844'RECOVERED IN GOOD CONDITION.
 CK2844
 CK2844                          STATION RECOVERY (1995)
 CK2844
 CK2844'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2844'MARK NOT FOUND.
 CK2844
 CK2844                          STATION RECOVERY (2002)
 CK2844
 CK2844'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2844'STATION IS LOCATED NEAR A LONE MAPLE TREE IN THE SOUTHEAST ANGLE OF
 CK2844'THE EAST
 CK2844'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 61, 6.9 MILES
 CK2844'WEST SOUTHWEST OF
 CK2844'SUMMERVILLE, 23.05 MILES SOUTHEAST OF SAINT GEORGE. OWNERSHIP--SCDOT,
 CK2844'DIRECTOR OF
 CK2844'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2844'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE
 CK2844'HIGHWAYS, 82.7 FEET
 CK2844'SOUTH OF THE CENTER OF HIGHWAY 17 ALTERNATE, 65.8 FEET NORTH NORTHEAST
 CK2844'OF THE
 CK2844'CENTER OF HIGHWAY 61, 10.5 FEET WEST OF THE 0.9-FOOT MAPLE TREE, 46.6
 CK2844'FEET NORTH
 CK2844'NORTHWEST OF A POWER POLE NUMBER 160501, 1.5 FEET EAST OF A WITNESS
 CK2844'POST.
 CK2844'RECOVERED BY J.B. SMOAK.
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844' 
 CK2844'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0434 ***********************************************************************
 DE0434  DESIGNATION -  403
 DE0434  PID         -  DE0434
 DE0434  STATE/COUNTY-  SC/LEXINGTON
 DE0434  USGS QUAD   -  LEXINGTON (1987)
 DE0434
 DE0434                         *CURRENT SURVEY CONTROL
 DE0434  ___________________________________________________________________
 DE0434* NAD 83(1986)-  33 57 21.     (N)    081 14 39.     (W)     SCALED    
 DE0434* NAVD 88     -       122.666  (meters)     402.45   (feet)  ADJUSTED  
 DE0434  ___________________________________________________________________
 DE0434  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DE0434  DYNAMIC HT  -         122.539 (meters)     402.03  (feet)  COMP
 DE0434  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 DE0434
 DE0434  VERT ORDER  -  FIRST     CLASS II
 DE0434
 DE0434.The horizontal coordinates were scaled from a topographic map and have
 DE0434.an estimated accuracy of +/- 6 seconds.
 DE0434
 DE0434.The orthometric height was determined by differential leveling
 DE0434.and adjusted by the National Geodetic Survey in June 1991..
 DE0434
 DE0434.The geoid height was determined by GEOID03.
 DE0434
 DE0434.The dynamic height is computed by dividing the NAVD 88
 DE0434.geopotential number by the normal gravity value computed on the
 DE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0434.degrees latitude (g = 980.6199 gals.).
 DE0434
 DE0434.The modeled gravity was interpolated from observed gravity values.
 DE0434
 DE0434;                    North         East    Units  Estimated Accuracy
 DE0434;SPC SC       -   235,400.      587,040.      MT  (+/- 180 meters Scaled)
 DE0434
 DE0434                          SUPERSEDED SURVEY CONTROL
 DE0434
 DE0434  NGVD 29 (??/??/92)  122.905  (m)          403.23   (f) ADJ UNCH    1 2
 DE0434
 DE0434.Superseded values are not recommended for survey control.
 DE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0434.See file dsdata.txt to determine how the superseded data were derived.
 DE0434
 DE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT774572(NAD 83)
 DE0434_MARKER: P = PIPE CAP
 DE0434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0434_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0434_STAMPING: 403 1918
 DE0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0434
 DE0434  HISTORY     - Date     Condition        Report By
 DE0434  HISTORY     - 1918     MONUMENTED       USGS
 DE0434  HISTORY     - 1960     GOOD             NGS
 DE0434  HISTORY     - 1978     POOR             NGS
 DE0434  HISTORY     - 19921130 MARK NOT FOUND   SCGS
 DE0434
 DE0434                          STATION DESCRIPTION
 DE0434
 DE0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0434'1 MI SW FROM LEXINGTON.
 DE0434'ABOUT 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 DE0434'AT LEXINGTON, 0.15 MILE WEST OF MILEPOST 122, ON THE OUTSIDE AND
 DE0434'ABOUT 7 1/2 RAILS WEST OF THE WEST END OF A LONG CURVE WITH TANGENTS
 DE0434'EXTENDING WEST AND NORTHEAST, BETWEEN THE TRACK AND A BLACK TOP ROAD
 DE0434'PARALLELING THE SOUTH SIDE OF TRACK, AT THE CROSSING OF A FARM ROAD,
 DE0434'33 1/2 FEET SOUTH OF THE SOUTH RAIL FROM THE CENTER OF FARM ROAD,
 DE0434'55 FEET NORTH OF THE CENTER LINE OF BLACK TOP ROAD, 15 FEET WEST
 DE0434'OF THE CENTER LINE OF FARM ROAD, 8 FEET NORTHWEST OF THE FIRST
 DE0434'TELEPHONE POLE WEST OF THE FARM ROAD, ABOUT LEVEL WITH THE
 DE0434'TRACK, AND IS RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 DE0434'18 INCHES ABOVE THE GROUND.  NOTE-- THE CENTER OF CAP IS ABOUT
 DE0434'1/4-INCH LOWER THAN THE EDGE.
 DE0434
 DE0434                          STATION RECOVERY (1978)
 DE0434
 DE0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE0434'MARK RECOVERED IN POOR CONDITION.
 DE0434
 DE0434                          STATION RECOVERY (1992)
 DE0434
 DE0434'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0014 ***********************************************************************
 DF0014  DESIGNATION -  403.9
 DF0014  PID         -  DF0014
 DF0014  STATE/COUNTY-  SC/MCCORMICK
 DF0014  USGS QUAD   -  MC CORMICK (1986)
 DF0014
 DF0014                         *CURRENT SURVEY CONTROL
 DF0014  ___________________________________________________________________
 DF0014* NAD 83(1986)-  33 55 31.     (N)    082 21 50.     (W)     SCALED    
 DF0014* NAVD 88     -       122.751  (meters)     402.73   (feet)  ADJUSTED  
 DF0014  ___________________________________________________________________
 DF0014  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DF0014  DYNAMIC HT  -         122.626 (meters)     402.32  (feet)  COMP
 DF0014  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 DF0014
 DF0014  VERT ORDER  -  FIRST     CLASS II
 DF0014
 DF0014.The horizontal coordinates were scaled from a topographic map and have
 DF0014.an estimated accuracy of +/- 6 seconds.
 DF0014
 DF0014.The orthometric height was determined by differential leveling
 DF0014.and adjusted by the National Geodetic Survey in June 1991..
 DF0014
 DF0014.The geoid height was determined by GEOID03.
 DF0014
 DF0014.The dynamic height is computed by dividing the NAVD 88
 DF0014.geopotential number by the normal gravity value computed on the
 DF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0014.degrees latitude (g = 980.6199 gals.).
 DF0014
 DF0014.The modeled gravity was interpolated from observed gravity values.
 DF0014
 DF0014;                    North         East    Units  Estimated Accuracy
 DF0014;SPC SC       -   232,820.      483,520.      MT  (+/- 180 meters Scaled)
 DF0014
 DF0014                          SUPERSEDED SURVEY CONTROL
 DF0014
 DF0014  NGVD 29 (??/??/92)  122.932  (m)          403.32   (f) ADJ UNCH    1 2
 DF0014
 DF0014.Superseded values are not recommended for survey control.
 DF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0014.See file dsdata.txt to determine how the superseded data were derived.
 DF0014
 DF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT739547(NAD 83)
 DF0014_MARKER: Q = CHISELED SQUARE
 DF0014_SETTING: 80 = SET IN A BOULDER
 DF0014_PROJECTION: FLUSH
 DF0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0014+STABILITY: SURFACE MOTION
 DF0014
 DF0014  HISTORY     - Date     Condition        Report By
 DF0014  HISTORY     - UNK      MONUMENTED       USGS
 DF0014  HISTORY     - 1933     GOOD             NGS
 DF0014  HISTORY     - 19970702 MARK NOT FOUND   SCGS
 DF0014
 DF0014                          STATION DESCRIPTION
 DF0014
 DF0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0014'AT PETIGRU.
 DF0014'AT PETIGRU, MC CORMICK COUNTY, 66 FEET WEST OF THE SOUTH CORNER OF
 DF0014'THE CHARLESTON AND WESTERN CAROLINA RAILWAY STATION, 49 FEET
 DF0014'NORTHWEST OF THE NORTH RAIL, AND ON THE TOP OF A LARGE BOULDER.
 DF0014'A CHISELED SQUARE.
 DF0014
 DF0014                          STATION RECOVERY (1997)
 DF0014
 DF0014'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0014'NOT RECOVERED, RAILROAD TRACKS AND BUILDING GONE, UNABLE TO LOCATE,
 DF0014'SEARCHED 10 MINUTES.  RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3031 ***********************************************************************
 EC3031  DESIGNATION -  404 TT 72 R
 EC3031  PID         -  EC3031
 EC3031  STATE/COUNTY-  SC/LEXINGTON
 EC3031  USGS QUAD   -  IRMO (1990)
 EC3031
 EC3031                         *CURRENT SURVEY CONTROL
 EC3031  ___________________________________________________________________
 EC3031* NAD 83(2001)-  34 01 15.22380(N)    081 13 17.54753(W)     ADJUSTED  
 EC3031* NAVD 88     -       122.947  (meters)     403.37   (feet)  ADJUSTED  
 EC3031  ___________________________________________________________________
 EC3031  X           -     807,640.670 (meters)                     COMP
 EC3031  Y           -  -5,230,046.462 (meters)                     COMP
 EC3031  Z           -   3,548,419.436 (meters)                     COMP
 EC3031  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 EC3031  ELLIP HEIGHT-          92.19  (meters)          (03/13/03) GPS OBS
 EC3031  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 EC3031  DYNAMIC HT  -         122.822 (meters)     402.96  (feet)  COMP
 EC3031  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 EC3031
 EC3031  HORZ ORDER  -  FIRST
 EC3031  VERT ORDER  -  FIRST     CLASS II
 EC3031  ELLP ORDER  -  FOURTH    CLASS II
 EC3031
 EC3031.The horizontal coordinates were established by GPS observations
 EC3031.and adjusted by the National Geodetic Survey in March 2003..
 EC3031
 EC3031.The orthometric height was determined by differential leveling
 EC3031.and adjusted by the National Geodetic Survey in March 1994..
 EC3031
 EC3031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3031
 EC3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3031
 EC3031.The ellipsoidal height was determined by GPS observations
 EC3031.and is referenced to NAD 83.
 EC3031
 EC3031.The geoid height was determined by GEOID03.
 EC3031
 EC3031.The dynamic height is computed by dividing the NAVD 88
 EC3031.geopotential number by the normal gravity value computed on the
 EC3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3031.degrees latitude (g = 980.6199 gals.).
 EC3031
 EC3031.The modeled gravity was interpolated from observed gravity values.
 EC3031
 EC3031;                    North         East     Units Scale Factor Converg.
 EC3031;SPC SC       -   242,614.292   589,141.851   MT  0.99981241   -0 07 22.2
 EC3031;SPC SC       -   795,978.65  1,932,880.09   iFT  0.99981241   -0 07 22.2
 EC3031;UTM  17      - 3,764,494.958   479,546.162   MT  0.99960516   -0 07 26.2
 EC3031
 EC3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3031!SPC SC       -   0.99998553  x   0.99981241  =   0.99979794
 EC3031!UTM  17      -   0.99998553  x   0.99960516  =   0.99959069
 EC3031
 EC3031                          SUPERSEDED SURVEY CONTROL
 EC3031
 EC3031  NAD 83(1986)-  34 01 15.23905(N)    081 13 17.54911(W) AD(       ) 1
 EC3031  NAD 83(1995)-  34 01 15.22398(N)    081 13 17.54759(W) AD(       ) 1
 EC3031  NAVD 88 (02/11/03)  122.95   (m)          403.4    (f) LEVELING    3  
 EC3031
 EC3031.Superseded values are not recommended for survey control.
 EC3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3031.See file dsdata.txt to determine how the superseded data were derived.
 EC3031
 EC3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7954664495(NAD 83)
 EC3031_MARKER: DB = BENCH MARK DISK
 EC3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3031_SP_SET: CONCRETE POST
 EC3031_STAMPING: 1934 TT 72 R
 EC3031_MARK LOGO: USGS  
 EC3031_PROJECTION: PROJECTING 15 CENTIMETERS
 EC3031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC3031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EC3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3031+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 EC3031
 EC3031  HISTORY     - Date     Condition        Report By
 EC3031  HISTORY     - 1934     MONUMENTED       USGS
 EC3031  HISTORY     - 19921130 GOOD             SCGS
 EC3031  HISTORY     - 1998     GOOD             USPSQD
 EC3031  HISTORY     - 20000612 GOOD             SCGS
 EC3031  HISTORY     - 20020520 GOOD             SCGS
 EC3031
 EC3031                          STATION DESCRIPTION
 EC3031
 EC3031'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 EC3031'STATION IS LOCATED 2.85 MILES (4.59 KM) NORTH NORTHEAST OF LEXINGTON.
 EC3031'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3031'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3031'NORTHEAST JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 6 (NORTH
 EC3031'LAKE DRIVE) IN LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 1.85 MILES
 EC3031'(2.98 KM) TO THE JUNCTION OF STATE ROAD 408 (PILGRIM CHURCH ROAD),
 EC3031'CONTINUE ON HIGHWAY 6 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE
 EC3031'RIGHT NEAR THE SIGN FOR THE PILGRIM LUTHERAN CHURCH. STATION IS A
 EC3031'CONCRETE POST PROJECTING 0.8 FOOT (24.4 CM) AND 2.0 FEET (0.6 M)
 EC3031'ABOVE THE HIGHWAY, 6.8 FEET (2.1 M) NORTH OF THE NORTHWEST CORNER OF
 EC3031'THE CONCRETE BASE OF THE SIGN, 35.7 FEET (10.9 M) SOUTHWEST OF A
 EC3031'POWER POLE NUMBER 358341 WITH TRANSFORMER AND TWO PARKING AREA
 EC3031'LIGHTS, 177.7 FEET (54.2 M) WEST SOUTHWEST OF THE NORTHWEST CORNER OF
 EC3031'THE NORTH WING OF THE STONE CHURCH, 26.6 FEET (8.1 M) WEST NORTHWEST
 EC3031'OF THE CENTER OF THE HIGHWAY, 188.2 FEET (57.4 M) NORTH NORTHEAST OF
 EC3031'A FIRE HYDRANT. NOTE-POST IS CHIPPED AT TOP BUT STABLE. RECOVERED BY
 EC3031'D.D. WOODS.
 EC3031
 EC3031                          STATION RECOVERY (1998)
 EC3031
 EC3031'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC3031'RECOVERED IN GOOD CONDITION.
 EC3031
 EC3031                          STATION RECOVERY (2000)
 EC3031
 EC3031'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 EC3031'STATION IS LOCATED 2.85 MILES (4.59 KM) NORTH NORTHEAST OF LEXINGTON.
 EC3031'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EC3031'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EC3031'NORTHEAST JUNCTION OF U.S.  HIGHWAY 378 AND STATE HIGHWAY 6 (NORTH
 EC3031'LAKE DRIVE) IN LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 1.85 MILES (2.98
 EC3031'KM) TO THE JUNCTION OF STATE ROAD 408 (PILGRIM CHURCH ROAD) , CONTINUE
 EC3031'ON HIGHWAY 6 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR
 EC3031'THE SIGN FOR THE PILGRIM LUTHERAN CHURCH.  STATION IS A CONCRETE POST
 EC3031'PROJECTING 0.8 FOOT (24.4 CM) AND 3.0 FEET (0.9 M) ABOVE THE HIGHWAY,
 EC3031'26.6 FEET (8.1 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 6.7
 EC3031'FEET (2.0 M) NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 EC3031'SIGN, 19.8 FEET (6.0 M) NORTH OF A POWER POLE NUMBER 35834/1248/007
 EC3031'WITH A TRANSFORMER AND TWO SECURITY LIGHT, 177.8 FEET (54.2 M) WEST
 EC3031'SOUTHWEST OF THE NORTHWEST CORNER OF THE NORTH WING OF THE CHURCH,
 EC3031'188.0 FEET (57.3 M) NORTH NORTHEAST OF A FIRE HYDRANT.  RECOVERED BY
 EC3031'J.B.  SMOAK.
 EC3031
 EC3031                          STATION RECOVERY (2002)
 EC3031
 EC3031'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EC3031'STATION IS LOCATED 2.8 MILES NORTH OF LEXINGTON.  OWNERSHIP--SCDOT,
 EC3031'DIRECTOR OF
 EC3031'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC3031'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 (NORTH LAKE
 EC3031'ROAD) AND
 EC3031'U.S. HIGHWAY 378 IN LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 1.85 MILES TO
 EC3031'THE JUNCTION
 EC3031'OF STATE ROAD 408 (PILGRIM CHURCH ROAD), CONTINUE ON HIGHWAY 6 FOR
 EC3031'0.15 MILE TO THE
 EC3031'STATION ON THE RIGHT NEAR A SIGN FOR THE PILGRIM LUTHERAN CHURCH.
 EC3031'STATION IS A CONCRETE POST PROJECTING 0.5 FOOT AND 1.0 FOOT ABOVE THE
 EC3031'HIGHWAY, 26.3
 EC3031'FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 19.9 FEET NORTH OF A
 EC3031'POWER
 EC3031'POLE NUMBER 358341/1248/007 WITH TWO SECURITY LIGHTS AND A
 EC3031'TRANSFORMER, 7.5 FEET
 EC3031'NORTH OF THE NORTH CORNER OF THE CHURCH SIGN, 148.5 FEET WEST
 EC3031'NORTHWEST OF THE
 EC3031'WEST CORNER OF THE CHURCH, 24.6 FEET SOUTH OF THE SOUTH END OF A
 EC3031'1.5-FOOT
 EC3031'CONCRETE PIPE CULVERT BENEATH A GRASSY WALKWAY TO THE CHURCH.
 EC3031'RECOVERED BY T. HALL.
 EC3031' 
 EC3031' 
 EC3031'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9489 ***********************************************************************
 DH9489  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9489  DESIGNATION -  4045
 DH9489  PID         -  DH9489
 DH9489  STATE/COUNTY-  SC/COLLETON
 DH9489  USGS QUAD   -  JACKSONBORO (1979)
 DH9489
 DH9489                         *CURRENT SURVEY CONTROL
 DH9489  ___________________________________________________________________
 DH9489* NAD 83(2001)-  32 52 23.54965(N)    080 29 20.34830(W)     ADJUSTED  
 DH9489* NAVD 88     -        10.06   (meters)      33.0    (feet)  GPS OBS   
 DH9489  ___________________________________________________________________
 DH9489  X           -     886,018.727 (meters)                     COMP
 DH9489  Y           -  -5,288,393.704 (meters)                     COMP
 DH9489  Z           -   3,442,145.270 (meters)                     COMP
 DH9489  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DH9489  ELLIP HEIGHT-         -21.80  (meters)          (05/04/06) GPS OBS
 DH9489  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DH9489
 DH9489  HORZ ORDER  -  FIRST
 DH9489  ELLP ORDER  -  FOURTH    CLASS II
 DH9489
 DH9489.The horizontal coordinates were established by GPS observations
 DH9489.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9489
 DH9489.The orthometric height was determined by GPS observations and a
 DH9489.high-resolution geoid model using precise GPS observation and
 DH9489.processing techniques.
 DH9489
 DH9489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9489
 DH9489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9489
 DH9489.The ellipsoidal height was determined by GPS observations
 DH9489.and is referenced to NAD 83.
 DH9489
 DH9489.The geoid height was determined by GEOID03.
 DH9489
 DH9489;                    North         East     Units Scale Factor Converg.
 DH9489;SPC SC       -   115,440.978   657,418.641   MT  0.99988944   +0 16 59.9
 DH9489;SPC SC       -   378,743.37  2,156,885.31   iFT  0.99988944   +0 16 59.9
 DH9489;UTM  17      - 3,637,346.654   547,805.257   MT  0.99962818   +0 16 38.5
 DH9489
 DH9489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9489!SPC SC       -   1.00000342  x   0.99988944  =   0.99989286
 DH9489!UTM  17      -   1.00000342  x   0.99962818  =   0.99963160
 DH9489
 DH9489                          SUPERSEDED SURVEY CONTROL
 DH9489
 DH9489.No superseded survey control is available for this station.
 DH9489
 DH9489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4780537347(NAD 83)
 DH9489_MARKER: DD = SURVEY DISK
 DH9489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9489_STAMPING: 4045 2005
 DH9489_MARK LOGO: SCGS  
 DH9489_PROJECTION: FLUSH
 DH9489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9489+STABILITY: SURFACE MOTION
 DH9489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9489+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DH9489
 DH9489  HISTORY     - Date     Condition        Report By
 DH9489  HISTORY     - 20051004 MONUMENTED       SCGS
 DH9489
 DH9489                          STATION DESCRIPTION
 DH9489
 DH9489'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005
 DH9489'THE STATION IS LOCATED ABOUT 4.2 MI (6.76 KM) SOUTH OF COTTAGEVILLE,
 DH9489'10.6 MI (17.06 KM) EAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 DH9489'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DH9489'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DH9489'(COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD), 2.5 MI
 DH9489'(4.02 KM) NORTHEAST OF COTTAGEVILLE, GO EAST ON HIGHWAY 17 ALTERNATE
 DH9489'FOR 0.2 MI (0.32 KM) TO THE JUNCTION OF STATE ROAD 136 (JACKSONBORO
 DH9489'ROAD) RIGHT, TURN RIGHT ON ROAD 136 FOR 1.1 MI (1.77 KM) TO THE
 DH9489'JUNCTION OF STATE ROAD 40 (GRIFFITH ROAD LEFT AND JACKSONBORO ROAD
 DH9489'AHEAD), CONTINUE AHEAD ON ROAD 40 FOR 4.15 MI (6.68 KM) TO THE STATION
 DH9489'ON THE LEFT NEAR A POWER POLE IN THE NORTH ANGLE OF THE JUNCTION OF
 DH9489'STATE ROAD 45 (ROUND O ROAD) RIGHT AND A SAND ROAD LEFT. STATION IS A
 DH9489'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD 45, 24.8 FT
 DH9489'(21.3 M) NORTHEAST OF THE CENTER OF ROAD 45, 2.6 FT (14.5 M) SOUTH OF
 DH9489'A POWER POLE WITH GUY WIRE AND A SCGS REFERENCE WASHER ATTACHED, 38.8
 DH9489'FT (11.8 M) EAST SOUTHEAST OF THE CENTER OF AN ASPHALT ENTRANCE DRIVE
 DH9489'TO A CHAIN LINK FENCE LOT, 14.0 FT (4.3 M) SOUTHWEST OF THE CHAIN LINK
 DH9489'FENCE, 98.0 FT (29.9 M) NORTHWEST OF THE CENTER OF ROAD 40, 2.2 FT
 DH9489'(12.9 M) SOUTH OF A WITNESS POST. DESCRIBED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0038 ***********************************************************************
 DF0038  DESIGNATION -  405
 DF0038  PID         -  DF0038
 DF0038  STATE/COUNTY-  SC/MCCORMICK
 DF0038  USGS QUAD   -  CLARKS HILL (1986)
 DF0038
 DF0038                         *CURRENT SURVEY CONTROL
 DF0038  ___________________________________________________________________
 DF0038* NAD 83(1986)-  33 43 50.     (N)    082 12 22.     (W)     SCALED    
 DF0038* NAVD 88     -       123.227  (meters)     404.29   (feet)  ADJUSTED  
 DF0038  ___________________________________________________________________
 DF0038  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DF0038  DYNAMIC HT  -         123.100 (meters)     403.87  (feet)  COMP
 DF0038  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 DF0038
 DF0038  VERT ORDER  -  FIRST     CLASS II
 DF0038
 DF0038.The horizontal coordinates were scaled from a topographic map and have
 DF0038.an estimated accuracy of +/- 6 seconds.
 DF0038
 DF0038.The orthometric height was determined by differential leveling
 DF0038.and adjusted by the National Geodetic Survey in June 1991..
 DF0038
 DF0038.The geoid height was determined by GEOID03.
 DF0038
 DF0038.The dynamic height is computed by dividing the NAVD 88
 DF0038.geopotential number by the normal gravity value computed on the
 DF0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0038.degrees latitude (g = 980.6199 gals.).
 DF0038
 DF0038.The modeled gravity was interpolated from observed gravity values.
 DF0038
 DF0038;                    North         East    Units  Estimated Accuracy
 DF0038;SPC SC       -   211,050.      497,850.      MT  (+/- 180 meters Scaled)
 DF0038
 DF0038                          SUPERSEDED SURVEY CONTROL
 DF0038
 DF0038  NGVD 29 (??/??/92)  123.444  (m)          405.00   (f) ADJ UNCH    1 2
 DF0038
 DF0038.Superseded values are not recommended for survey control.
 DF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0038.See file dsdata.txt to determine how the superseded data were derived.
 DF0038
 DF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT882329(NAD 83)
 DF0038_MARKER: P = PIPE CAP
 DF0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0038_STAMPING: 405.002 1918 B
 DF0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0038
 DF0038  HISTORY     - Date     Condition        Report By
 DF0038  HISTORY     - 1918     MONUMENTED       USGS
 DF0038  HISTORY     - 1933     GOOD             NGS
 DF0038  HISTORY     - 1980     MARK NOT FOUND   NGS
 DF0038
 DF0038                          STATION DESCRIPTION
 DF0038
 DF0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0038'0.2 MI S FROM MODOC.
 DF0038'0.2 MILE SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0038'FROM MODOC, MCCORMICK COUNTY, 0.2 MILE NORTH OF MILEPOST 28, AT
 DF0038'THE JUNCTION OF STATE HIGHWAYS 28 AND 23, 71 FEET EAST OF THE
 DF0038'CENTERLINE OF STATE HIGHWAY 28, 31 FEET NORTH OF THE
 DF0038'CENTERLINE OF STATE HIGHWAY 23, AND 4 FEET EAST OF THE EAST RAIL
 DF0038'OF A SIDE TRACK, AND LEVEL WITH THE TRACK.  A UNITED STATES
 DF0038'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 405.002 1918 B AND RIVETED
 DF0038'ON THE TOP OF A 3-1/2-INCH PIPE PROJECTING ABOUT 1 FOOT ABOVE
 DF0038'GROUND.
 DF0038
 DF0038                          STATION RECOVERY (1980)
 DF0038
 DF0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF0038'THE DESCRIBED AREA WAS SEARCHED WITH NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1409 ***********************************************************************
 CK1409  DESIGNATION -  40=RANTOWLES
 CK1409  PID         -  CK1409
 CK1409  STATE/COUNTY-  SC/CHARLESTON
 CK1409  USGS QUAD   -  RAVENEL (1971)
 CK1409
 CK1409                         *CURRENT SURVEY CONTROL
 CK1409  ___________________________________________________________________
 CK1409* NAD 83(1986)-  32 46 53.     (N)    080 08 58.     (W)     SCALED    
 CK1409* NAVD 88     -         6.501  (meters)      21.33   (feet)  ADJUSTED  
 CK1409  ___________________________________________________________________
 CK1409  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 CK1409  DYNAMIC HT  -           6.494 (meters)      21.31  (feet)  COMP
 CK1409  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CK1409
 CK1409  VERT ORDER  -  FIRST     CLASS II
 CK1409
 CK1409.The horizontal coordinates were scaled from a topographic map and have
 CK1409.an estimated accuracy of +/- 6 seconds.
 CK1409
 CK1409.The orthometric height was determined by differential leveling
 CK1409.and adjusted by the National Geodetic Survey in June 1991..
 CK1409
 CK1409.The geoid height was determined by GEOID03.
 CK1409
 CK1409.The dynamic height is computed by dividing the NAVD 88
 CK1409.geopotential number by the normal gravity value computed on the
 CK1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1409.degrees latitude (g = 980.6199 gals.).
 CK1409
 CK1409.The modeled gravity was interpolated from observed gravity values.
 CK1409
 CK1409;                    North         East    Units  Estimated Accuracy
 CK1409;SPC SC       -   105,470.      689,280.      MT  (+/- 180 meters Scaled)
 CK1409
 CK1409                          SUPERSEDED SURVEY CONTROL
 CK1409
 CK1409  NGVD 29 (03/21/89)    6.796  (m)           22.30   (f) ADJUSTED    1 2
 CK1409
 CK1409.Superseded values are not recommended for survey control.
 CK1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1409.See file dsdata.txt to determine how the superseded data were derived.
 CK1409
 CK1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS796273(NAD 83)
 CK1409_MARKER: Z = SEE DESCRIPTION
 CK1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1409+STABILITY: SURFACE MOTION
 CK1409
 CK1409  HISTORY     - Date     Condition        Report By
 CK1409  HISTORY     - UNK      MONUMENTED       SCHD
 CK1409  HISTORY     - 1961     GOOD             NGS
 CK1409  HISTORY     - 1974     MARK NOT FOUND   NGS
 CK1409  HISTORY     - 1979     MARK NOT FOUND   DMA
 CK1409
 CK1409                          STATION DESCRIPTION
 CK1409
 CK1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1409'2.5 MI W FROM JOHNS ISLAND.
 CK1409'ABOUT 2.5 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 CK1409'FROM THE STATION AT JOHNS ISLAND, 0.2 MILE WEST OF MILEPOST
 CK1409'NO. 401, AT RANTOWLES, AT THE CROSSING OF STATE HIGHWAY 162,
 CK1409'9 1/2 FEET SOUTH OF THE SOUTH RAIL, 27 FEET SOUTHEAST OF THE
 CK1409'CENTER OF THE CROSSING OF THE HIGHWAY AND THE SOUTH TRACK, 35
 CK1409'FEET NORTHEAST OF A STEEL POST SUPPORTING A FLASHING SIGN, ABOUT
 CK1409'LEVEL WITH THE TRACK AND GROUND, A 2-INCH PIPE FILLED WITH LEAD
 CK1409'AND SET IN THE TOP OF A CONCRETE POST.
 CK1409
 CK1409                          STATION RECOVERY (1974)
 CK1409
 CK1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK1409'MARK NOT FOUND.
 CK1409
 CK1409                          STATION RECOVERY (1979)
 CK1409
 CK1409'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1289 ***********************************************************************
 CK1289  DESIGNATION -  41
 CK1289  PID         -  CK1289
 CK1289  STATE/COUNTY-  SC/CHARLESTON
 CK1289  USGS QUAD   -  OSBORN (1979)
 CK1289
 CK1289                         *CURRENT SURVEY CONTROL
 CK1289  ___________________________________________________________________
 CK1289* NAD 83(1986)-  32 45 19.     (N)    080 21 12.     (W)     SCALED    
 CK1289* NAVD 88     -         7.424  (meters)      24.36   (feet)  ADJUSTED  
 CK1289  ___________________________________________________________________
 CK1289  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK1289  DYNAMIC HT  -           7.416 (meters)      24.33  (feet)  COMP
 CK1289  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CK1289  OBS GRAVITY -     979,538.6   (mgal)                       GRAV_OBS
 CK1289
 CK1289  VERT ORDER  -  FIRST     CLASS I
 CK1289
 CK1289.The horizontal coordinates were scaled from a topographic map and have
 CK1289.an estimated accuracy of +/- 6 seconds.
 CK1289
 CK1289.The orthometric height was determined by differential leveling
 CK1289.and adjusted by the National Geodetic Survey in June 1991..
 CK1289.WARNING-Repeat measurements at this control monument indicate possible
 CK1289.vertical movement.
 CK1289
 CK1289.The geoid height was determined by GEOID03.
 CK1289
 CK1289.The dynamic height is computed by dividing the NAVD 88
 CK1289.geopotential number by the normal gravity value computed on the
 CK1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1289.degrees latitude (g = 980.6199 gals.).
 CK1289
 CK1289.The modeled gravity was interpolated from observed gravity values.
 CK1289.The observed gravity was obtained from relative gravimeter ties
 CK1289.to the IGSN71 gravity network.
 CK1289
 CK1289;                    North         East    Units  Estimated Accuracy
 CK1289;SPC SC       -   102,440.      670,190.      MT  (+/- 180 meters Scaled)
 CK1289
 CK1289                          SUPERSEDED SURVEY CONTROL
 CK1289
 CK1289  NGVD 29 (03/21/89)    7.715  (m)           25.31   (f) ADJUSTED    1 1
 CK1289
 CK1289.Superseded values are not recommended for survey control.
 CK1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1289.See file dsdata.txt to determine how the superseded data were derived.
 CK1289
 CK1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS605243(NAD 83)
 CK1289_MARKER: Z = SEE DESCRIPTION
 CK1289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1289_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1289_STAMPING: 41 SCHD
 CK1289_MARK LOGO: SCHD  
 CK1289_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1289_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK1289+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 CK1289
 CK1289  HISTORY     - Date     Condition        Report By
 CK1289  HISTORY     - UNK      MONUMENTED       SCHD
 CK1289  HISTORY     - 1961     GOOD             NGS
 CK1289  HISTORY     - 1974     GOOD             NGS
 CK1289  HISTORY     - 1979     GOOD             NGS
 CK1289  HISTORY     - 1983     GOOD             SCGS
 CK1289  HISTORY     - 20050810 GOOD             SCGS
 CK1289
 CK1289                          STATION DESCRIPTION
 CK1289
 CK1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1289'6.6 MI W FROM RAVENEL.
 CK1289'ABOUT 6.55 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 CK1289'THE STATION AT RAVENELS, 0.2 MILE WEST OF MILEPOST 413, 0.45
 CK1289'MILE NORTHWEST ALONG A CONCRETE ROAD (OLD U.S. HIGHWAY 17) FROM
 CK1289'ITS JUNCTION WITH STATE HIGHWAY 174 AT ADAMS RUN, AT THE JUNCTION
 CK1289'OF A DRIVE LEADING NORTH TO A WHITE FRAME HOUSE, 32 1/2 FEET
 CK1289'NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 229 FEET SOUTH OF
 CK1289'THE SOUTH RAIL OF THE SOUTH TRACK, 41 FEET WEST-NORTHWEST OF
 CK1289'THE WEST END OF AN 18-INCH PIPE CULVERT UNDER DRIVE, 63 1/2 FEET
 CK1289'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 3 FEET BELOW THE
 CK1289'LEVEL OF THE TRACK, ABOUT LEVEL WITH THE OLD HIGHWAY, A 2-INCH
 CK1289'PIPE FILLED WITH LEAD AND SET IN THE TOP OF A CONCRETE POST.
 CK1289'NOTE-- THE RAILROAD IS NOW THE SEABOARD COAST LINE.
 CK1289
 CK1289                          STATION RECOVERY (1974)
 CK1289
 CK1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK1289'RECOVERED IN GOOD CONDITION.
 CK1289
 CK1289                          STATION RECOVERY (1979)
 CK1289
 CK1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CK1289'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 CK1289
 CK1289                          STATION RECOVERY (1983)
 CK1289
 CK1289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK1289'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.7 KILOMETERS
 CK1289'(6.05 MILES) WEST ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE IN
 CK1289'RAVENEL, THENCE 0.5 KILOMETER (0.3 MILE) SOUTH ALONG STATE HIGHWAY
 CK1289'174, THENCE 0.65 KILOMETER (0.45 MILE) NORTHWEST ALONG COUNTY ROAD
 CK1289'S-10-40, A LEAD-FILLED PIPE SET IN THE YARD OF A WOOD AND STUCCO
 CK1289'HOUSE, 0.1 KILOMETER (0.05 MILE) WEST OF A SAND ROAD JUNCTION, 19.5
 CK1289'METERS (64.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 CK1289'9.7 METERS (32.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, 12.4
 CK1289'METERS (41.0 FT) WEST-NORTHWEST OF THE WEST END OF A 12-INCH CULVERT
 CK1289'UNDER THE DRIVEWAY.  A SHALLOW-SET PIPE SET TO THE DEPTH OF 1 METER.
 CK1289'PROJECTING 20 CENTIMETERS.
 CK1289'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 CK1289'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1289
 CK1289                          STATION RECOVERY (2005)
 CK1289
 CK1289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK1289'STATION IS LOCATED 2.5 MI (4.02 KM) NORTH OF ADAMS RUN, 24.5 MI (39.43
 CK1289'KM) WEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK1289'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK1289'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK1289'PARKWAY) AND STATE HIGHWAY 174, 2.5 MI (284.05 KM) NORTH OF ADAMS RUN,
 CK1289'GO SOUTH ON HIGHWAY 174 FOR 0.3 MI (0.48 KM) TO THE JUNCTION OF STATE
 CK1289'ROAD 40 (OLD JACKSONBORO ROAD), TURN RIGHT ON ROAD 40 FOR 0.45 MI
 CK1289'(0.72 KM) TO THE STATION ON THE RIGHT NEAR THE WEST END OF A HEDGEROW.
 CK1289'STATION IS A 2-INCH (5 CM) PIPE FILLED WITH LEAD AND SET IN THE TOP OF
 CK1289'A CONCRETE POST PROJECTING 0.2 FT (0.1 M) AND LEVEL WITH THE ROAD,
 CK1289'32.8 FT (10.0 M) NORTH NORTHEAST OF THE CENTER OF THE ROAD, 40.9 FT
 CK1289'(12.5 M) WEST NORTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE
 CK1289'CULVERT BENEATH A DRIVEWAY FOR A VINYL-SIDED HOUSE NUMBER 8180, 84.9
 CK1289'FT (2519.1 M) EAST OF A POWER POLE NUMBER 408594 WITH TWO GUY WIRES,
 CK1289'3.6 FT (1.1 M) WEST NORTHWEST OF A 5-INCH (13 CM) BY 7-INCH (18 CM)
 CK1289'WOOD FENCE POST, 1.0 FT (0.3 M) EAST NORTHEAST OF A WITNESS POST.
 CK1289'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4177 ***********************************************************************
 AA4177  DESIGNATION -  41 002
 AA4177  PID         -  AA4177
 AA4177  STATE/COUNTY-  SC/SALUDA
 AA4177  USGS QUAD   -  BATESBURG (1982)
 AA4177
 AA4177                         *CURRENT SURVEY CONTROL
 AA4177  ___________________________________________________________________
 AA4177* NAD 83(1986)-  33 59 28.     (N)    081 31 13.     (W)     SCALED    
 AA4177* NAVD 88     -       159.614  (meters)     523.67   (feet)  ADJUSTED  
 AA4177  ___________________________________________________________________
 AA4177  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AA4177  DYNAMIC HT  -         159.451 (meters)     523.13  (feet)  COMP
 AA4177  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 AA4177
 AA4177  VERT ORDER  -  FIRST     CLASS II
 AA4177
 AA4177.The horizontal coordinates were scaled from a topographic map and have
 AA4177.an estimated accuracy of +/- 6 seconds.
 AA4177
 AA4177.The orthometric height was determined by differential leveling
 AA4177.and adjusted by the National Geodetic Survey in September 1998..
 AA4177
 AA4177.The geoid height was determined by GEOID03.
 AA4177
 AA4177.The dynamic height is computed by dividing the NAVD 88
 AA4177.geopotential number by the normal gravity value computed on the
 AA4177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4177.degrees latitude (g = 980.6199 gals.).
 AA4177
 AA4177.The modeled gravity was interpolated from observed gravity values.
 AA4177
 AA4177;                    North         East    Units  Estimated Accuracy
 AA4177;SPC SC       -   239,410.      561,540.      MT  (+/- 180 meters Scaled)
 AA4177
 AA4177                          SUPERSEDED SURVEY CONTROL
 AA4177
 AA4177.No superseded survey control is available for this station.
 AA4177
 AA4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT519612(NAD 83)
 AA4177_MARKER: DD = SURVEY DISK
 AA4177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4177_STAMPING: 41 002 1993
 AA4177_MARK LOGO: SCGS  
 AA4177_PROJECTION: FLUSH
 AA4177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4177+STABILITY: SURFACE MOTION
 AA4177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4177+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 AA4177
 AA4177  HISTORY     - Date     Condition        Report By
 AA4177  HISTORY     - 1993     MONUMENTED       SCGS
 AA4177  HISTORY     - 20031104 GOOD             SCGS
 AA4177
 AA4177                          STATION DESCRIPTION
 AA4177
 AA4177'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4177'STATION IS LOCATED 5.2 MILES (8.4 KM) NORTH OF LEESVILLE.
 AA4177'OWNERSHIP--BOYCE HARMON, ROUTE 2, BOX 101, LEESVILLE, SC 29070, PHONE
 AA4177'803-532-4745. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AA4177'245 (LEE STREET), 391 (SUMMERLAND AVENUE) AND STATE ROAD 118 (LOADSTAR
 AA4177'ROAD), 2.0 MILES (3.2 KM) NORTHWEST OF LEESVILLE, GO NORTH ON HIGHWAY
 AA4177'391 FOR 3.05 MILES (4.91 KM) TO THE JUNCTION OF STATE ROAD 189 (BEULAH
 AA4177'ROAD), CONTINUE ON HIGHWAY 391 FOR 0.6 MILE (1.0 KM) TO THE STATION ON
 AA4177'THE LEFT NEAR THE EAST CORNER OF A BRICK WELL PUMP HOUSE BETWEEN A
 AA4177'BRICK HOUSE AND A SHINGLE-SIDED HOUSE. STATION IS A CONCRETE POST
 AA4177'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 91.5 FEET (27.9 M)
 AA4177'NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.6 FEET (0.8 M) EAST
 AA4177'SOUTHEAST OF THE EAST CORNER OF THE PUMP HOUSE, 19.4 FEET (5.9 M)
 AA4177'SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE SHINGLE-SIDED HOUSE, 70.3
 AA4177'FEET (21.4 M) NORTHEAST OF THE EAST CORNER OF THE BRICK HOUSE (GARAGE
 AA4177'WITHOUT DOOR), 64.0 FEET (19.5 M) EAST OF A POWER POLE WITH A SECURITY
 AA4177'LIGHT AND A GUY WIRE, 11.8 FEET (3.6 M) SOUTH OF A SATELLITE DISH
 AA4177'SUPPORT POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4177
 AA4177                          STATION RECOVERY (2003)
 AA4177
 AA4177'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4177'STATION IS LOCATED 5.2 MILES NORTH OF LEESVILLE, 14.5 MILES EAST OF
 AA4177'SALUDA.  OWNERSHIP--BOYCE HARMON, ROUTE 2, BOX 101, LEESVILLE, SC
 AA4177'29070, PHONE 864-532-4745. TO REACH THE STATION FROM THE TRAFFIC
 AA4177'CIRCLE JUNCTION OF U.S. HIGHWAY 378 AND STATE  HIGHWAY 391, 8.9 MILES
 AA4177'NORTH OF LEESVILLE, GO SOUTH SOUTHEAST ON HIGHWAY 391 FOR  3.15 MILES
 AA4177'TO THE JUNCTION OF STATE ROAD 40 (HOLLEY FERRY ROAD), CONTINUE ON
 AA4177'HIGHWAY 391 FOR 1.0 MILE TO THE STATION ON THE RIGHT NEAR THE EAST
 AA4177'CORNER OF A  BRICK PUMP HOUSE BETWEEN A BRICK HOUSE NUMBER 1931 AND A
 AA4177'WOOD-SIDED HOUSE NUMBER  1937. STATION IS A CONCRETE POST FLUSH WITH
 AA4177'THE GROUND AND 1.5 FEET ABOVE THE  HIGHWAY, 91.5 FEET NORTHWEST OF THE
 AA4177'CENTER OF THE HIGHWAY, 2.6 FEET SOUTHEAST  OF THE SOUTH CORNER OF THE
 AA4177'PUMP HOUSE, 19.0 FEET SOUTH SOUTHWEST OF THE  SOUTH CORNER OF THE
 AA4177'WOOD-SIDED HOUSE, 64.0 FEET EAST OF A POWER POLE WITH  SECURITY LIGHT
 AA4177'AND A GUY WIRE, 11.5 FEET SOUTH OF A SATELLITE DISH SUPPORT POST.
 AA4177'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4178 ***********************************************************************
 AA4178  DESIGNATION -  41 003
 AA4178  PID         -  AA4178
 AA4178  STATE/COUNTY-  SC/SALUDA
 AA4178  USGS QUAD   -  DELMAR (1970)
 AA4178
 AA4178                         *CURRENT SURVEY CONTROL
 AA4178  ___________________________________________________________________
 AA4178* NAD 83(1986)-  34 00 09.     (N)    081 30 54.     (W)     SCALED    
 AA4178* NAVD 88     -       160.622  (meters)     526.97   (feet)  ADJUSTED  
 AA4178  ___________________________________________________________________
 AA4178  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AA4178  DYNAMIC HT  -         160.458 (meters)     526.44  (feet)  COMP
 AA4178  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 AA4178
 AA4178  VERT ORDER  -  FIRST     CLASS II
 AA4178
 AA4178.The horizontal coordinates were scaled from a topographic map and have
 AA4178.an estimated accuracy of +/- 6 seconds.
 AA4178
 AA4178.The orthometric height was determined by differential leveling
 AA4178.and adjusted by the National Geodetic Survey in September 1998..
 AA4178
 AA4178.The geoid height was determined by GEOID03.
 AA4178
 AA4178.The dynamic height is computed by dividing the NAVD 88
 AA4178.geopotential number by the normal gravity value computed on the
 AA4178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4178.degrees latitude (g = 980.6199 gals.).
 AA4178
 AA4178.The modeled gravity was interpolated from observed gravity values.
 AA4178
 AA4178;                    North         East    Units  Estimated Accuracy
 AA4178;SPC SC       -   240,670.      562,030.      MT  (+/- 180 meters Scaled)
 AA4178
 AA4178                          SUPERSEDED SURVEY CONTROL
 AA4178
 AA4178.No superseded survey control is available for this station.
 AA4178
 AA4178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT524625(NAD 83)
 AA4178_MARKER: DD = SURVEY DISK
 AA4178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4178_STAMPING: 41 003 1993
 AA4178_MARK LOGO: SCGS  
 AA4178_PROJECTION: RECESSED 3 CENTIMETERS
 AA4178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4178+STABILITY: SURFACE MOTION
 AA4178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4178+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 AA4178
 AA4178  HISTORY     - Date     Condition        Report By
 AA4178  HISTORY     - 1993     MONUMENTED       SCGS
 AA4178  HISTORY     - 20031104 GOOD             SCGS
 AA4178
 AA4178                          STATION DESCRIPTION
 AA4178
 AA4178'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4178'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTH OF LEESVILLE.
 AA4178'OWNERSHIP--ONEAL FURTICK, P.O. BOX 8, LEESVILLE, SC 29070, PHONE
 AA4178'803-532-3726. TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE
 AA4178'JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 391, 9.5 MILES (15.3
 AA4178'KM) NORTH OF BATESBURG, GO SOUTH SOUTHEAST ON HIGHWAY 391 FOR 3.15
 AA4178'MILES (5.07 KM) TO THE JUNCTION OF STATE ROAD 40 (HOLLY FERRY ROAD),
 AA4178'CONTINUE ON HIGHWAY 391 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE
 AA4178'RIGHT NEAR A FENCE LINE ALONG THE NORTH SIDE YARD OF A BRICK HOUSE.
 AA4178'STATION IS A CONCRETE POST RECESSED 0.1 FOOT, 249.4 FEET (76.0 M) WEST
 AA4178'NORTHWEST OF THE CENTER OF THE HIGHWAY, 69.8 FEET (21.3 M) NORTH
 AA4178'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE (GARAGE WITHOUT A
 AA4178'DOOR), 94.7 FEET (28.9 M) EAST OF A POWER POLE NUMBER 0306694 WITH A
 AA4178'SECURITY LIGHT, TRANSFORMER AND TWO GUY WIRES, 98.7 FEET (30.1 M) EAST
 AA4178'NORTHEAST OF A BASKETBALL GOAL POST, 12.4 FEET (3.8 M) SOUTH OF A
 AA4178'WITNESS POST IN THE FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4178
 AA4178                          STATION RECOVERY (2003)
 AA4178
 AA4178'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4178'STATION IS LOCATED 6.0 MILES NORTH OF LEESVILLE, 14.7 MILES EAST OF
 AA4178'SALUDA.  OWNERSHIP--ONEAL FURTICK, P.O. BOX 8, LEESVILLE, SC 29070,
 AA4178'PHONE 864-532-3726. TO REACH THE STATION FROM THE TRAFFIC CIRCLE
 AA4178'JUNCTION OF U.S. HIGHWAY 378 AND STATE  HIGHWAY 391, 8.9 MILES NORTH
 AA4178'OF LEESVILLE, GO SOUTH SOUTHEAST ON HIGHWAY 391 FOR  3.15 MILES TO THE
 AA4178'JUNCTION OF STATE ROAD 40 (HOLLEY FERRY ROAD), CONTINUE ON  HIGHWAY
 AA4178'391 FOR 0.15 MILE TO THE STATION ON THE RIGHT NEAR A FENCE LINE ALONG
 AA4178'THE  NORTH SIDE YARD OF A BRICK HOUSE NUMBER 2105. STATION IS A
 AA4178'CONCRETE POST RECESSED 0.1 FOOT, 249.5 FEET WEST NORTHWEST OF THE
 AA4178'CENTER OF THE HIGHWAY, 74.6 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 AA4178'THE  HOUSE, 94.4 FEET EAST OF A POWER POLE NUMBER 0306694 WITH A
 AA4178'SECURITY LIGHT,  TRANSFORMER AND TWO GUY WIRES, 12.3 FEET SOUTH OF A
 AA4178'WITNESS POST IN THE FENCE  LINE. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4179 ***********************************************************************
 AA4179  DESIGNATION -  41 004
 AA4179  PID         -  AA4179
 AA4179  STATE/COUNTY-  SC/SALUDA
 AA4179  USGS QUAD   -  DELMAR (1970)
 AA4179
 AA4179                         *CURRENT SURVEY CONTROL
 AA4179  ___________________________________________________________________
 AA4179* NAD 83(1986)-  34 00 49.     (N)    081 30 34.     (W)     SCALED    
 AA4179* NAVD 88     -       155.427  (meters)     509.93   (feet)  ADJUSTED  
 AA4179  ___________________________________________________________________
 AA4179  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AA4179  DYNAMIC HT  -         155.269 (meters)     509.41  (feet)  COMP
 AA4179  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 AA4179
 AA4179  VERT ORDER  -  FIRST     CLASS II
 AA4179
 AA4179.The horizontal coordinates were scaled from a topographic map and have
 AA4179.an estimated accuracy of +/- 6 seconds.
 AA4179
 AA4179.The orthometric height was determined by differential leveling
 AA4179.and adjusted by the National Geodetic Survey in September 1998..
 AA4179
 AA4179.The geoid height was determined by GEOID03.
 AA4179
 AA4179.The dynamic height is computed by dividing the NAVD 88
 AA4179.geopotential number by the normal gravity value computed on the
 AA4179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4179.degrees latitude (g = 980.6199 gals.).
 AA4179
 AA4179.The modeled gravity was interpolated from observed gravity values.
 AA4179
 AA4179;                    North         East    Units  Estimated Accuracy
 AA4179;SPC SC       -   241,900.      562,550.      MT  (+/- 180 meters Scaled)
 AA4179
 AA4179                          SUPERSEDED SURVEY CONTROL
 AA4179
 AA4179.No superseded survey control is available for this station.
 AA4179
 AA4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT529637(NAD 83)
 AA4179_MARKER: DD = SURVEY DISK
 AA4179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4179_STAMPING: 41 004 1993
 AA4179_MARK LOGO: SCGS  
 AA4179_PROJECTION: FLUSH
 AA4179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4179+STABILITY: SURFACE MOTION
 AA4179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4179+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 AA4179
 AA4179  HISTORY     - Date     Condition        Report By
 AA4179  HISTORY     - 1993     MONUMENTED       SCGS
 AA4179  HISTORY     - 20031104 GOOD             SCGS
 AA4179
 AA4179                          STATION DESCRIPTION
 AA4179
 AA4179'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4179'STATION IS LOCATED 6.7 MILES (10.8 KM) NORTH OF LEESVILLE.
 AA4179'OWNERSHIP--RALPH OXNER, ROUTE 2, BOX 122, LEESVILLE, SC 29070, PHONE
 AA4179'803-532-4787. TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE
 AA4179'JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 391, 9.5 MILES (15.3
 AA4179'KM) NORTH OF BATESBURG, GO SOUTH SOUTHEAST ON HIGHWAY 391 FOR 2.1
 AA4179'MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 417 (MOUNT HEBRON ROAD),
 AA4179'TURN LEFT ON ROAD 417 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF STATE
 AA4179'ROAD 40 (HOLLY FERRY ROAD), TURN RIGHT ON ROAD 40 FOR 0.3 MILE (0.5
 AA4179'KM) TO THE STATION ON THE LEFT NEAR A POWER POLE OFF THE SOUTH CORNER
 AA4179'OF A BRICK HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4179'2.0 FEET (0.6 M) BELOW THE ROAD, 142.5 FEET (43.4 M) EAST SOUTHEAST OF
 AA4179'THE CENTER OF THE ROAD, 10.1 FEET (3.1 M) WEST NORTHWEST OF THE POWER
 AA4179'POLE NUMBER 318157 WITH A GUY WIRE, 23.8 FEET (7.3 M) SOUTH OF THE
 AA4179'SOUTH CORNER OF THE HOUSE, 51.8 FEET (15.8 M) NORTH NORTHEAST OF THE
 AA4179'NORTH CORNER OF A MASONITE-SIDED WORKSHOP, 42.3 FEET (12.9 M) WEST
 AA4179'SOUTHWEST OF A SECURITY LIGHT POLE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4179
 AA4179                          STATION RECOVERY (2003)
 AA4179
 AA4179'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA4179'STATION IS LOCATED 6.7 MILES NORTH OF LEESVILLE, 15.1 MILES EAST OF
 AA4179'SALUDA.  OWNERSHIP--RALPH OXNER, ROUTE 2, BOX 122, LEESVILLE, SC
 AA4179'29070, PHONE 864-532-4787. TO REACH THE STATION FROM THE TRAFFIC
 AA4179'CIRCLE JUNCTION OF U.S. HIGHWAY 378 AND STATE  HIGHWAY 391, 8.9 MILES
 AA4179'NORTH OF LEESVILLE, GO SOUTH SOUTHEAST ON HIGHWAY 391 FOR  2.1 MILES
 AA4179'TO THE JUNCTION OF STATE ROAD 417 (MOUNT HEBRON ROAD), TURN LEFT ON
 AA4179'ROAD  417 FOR 0.85 MILE TO THE JUNCTION OF STATE ROAD 40 (HOLLEY FERRY
 AA4179'ROAD), TURN RIGHT ON  ROAD 40 FOR 0.3 MILE TO THE STATION ON THE LEFT
 AA4179'NEAR A SECURITY LIGHT POLE NEAR THE  SOUTH CORNER OF A BRICK HOUSE
 AA4179'NUMBER 244. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0
 AA4179'FEET BELOW THE ROAD, 143.0  FEET EAST SOUTHEAST OF THE CENTER OF THE
 AA4179'ROAD, 10.0 FEET WEST NORTHWEST OF THE  SECURITY LIGHT POLE NUMBER
 AA4179'318157 WITH GUY WIRE, 23.8 FEET SOUTH OF THE SOUTH CORNER  OF THE
 AA4179'HOUSE, 52.1 FEET NORTH NORTHEAST OF THE NORTH CORNER OF A WOOD-SIDED
 AA4179'WORKSHOP, 26.3 FEET NORTHWEST OF THE NORTH CORNER OF A CHAIN LINK
 AA4179'FENCE FOR A DOG. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4681 ***********************************************************************
 DD4681  DESIGNATION -  41 MEA
 DD4681  PID         -  DD4681
 DD4681  STATE/COUNTY-  SC/FLORENCE
 DD4681  USGS QUAD   -  SCRANTON (1990)
 DD4681
 DD4681                         *CURRENT SURVEY CONTROL
 DD4681  ___________________________________________________________________
 DD4681* NAD 83(1986)-  33 56 38.     (N)    079 44 50.     (W)     SCALED    
 DD4681* NAVD 88     -        26.004  (meters)      85.31   (feet)  ADJUSTED  
 DD4681  ___________________________________________________________________
 DD4681  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DD4681  DYNAMIC HT  -          25.978 (meters)      85.23  (feet)  COMP
 DD4681  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 DD4681
 DD4681  VERT ORDER  -  FIRST     CLASS II
 DD4681
 DD4681.The horizontal coordinates were scaled from a topographic map and have
 DD4681.an estimated accuracy of +/- 6 seconds.
 DD4681
 DD4681.The orthometric height was determined by differential leveling
 DD4681.and adjusted by the National Geodetic Survey in June 1994..
 DD4681
 DD4681.The geoid height was determined by GEOID03.
 DD4681
 DD4681.The dynamic height is computed by dividing the NAVD 88
 DD4681.geopotential number by the normal gravity value computed on the
 DD4681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4681.degrees latitude (g = 980.6199 gals.).
 DD4681
 DD4681.The modeled gravity was interpolated from observed gravity values.
 DD4681
 DD4681;                    North         East    Units  Estimated Accuracy
 DD4681;SPC SC       -   234,750.      725,390.      MT  (+/- 180 meters Scaled)
 DD4681
 DD4681                          SUPERSEDED SURVEY CONTROL
 DD4681
 DD4681.No superseded survey control is available for this station.
 DD4681
 DD4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT157566(NAD 83)
 DD4681_MARKER: DD = SURVEY DISK
 DD4681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD4681_SP_SET: CULVERT HEADWALL
 DD4681_STAMPING: 86 41 MEA 1981
 DD4681_MARK LOGO: USGS  
 DD4681_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4681+STABILITY: SURFACE MOTION
 DD4681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4681+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 DD4681
 DD4681  HISTORY     - Date     Condition        Report By
 DD4681  HISTORY     - 1981     MONUMENTED       USGS
 DD4681  HISTORY     - 19930518 GOOD             SCGS
 DD4681
 DD4681                          STATION DESCRIPTION
 DD4681
 DD4681'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4681'STATION IS LOCATED 1.8 MILES (2.9 KM) SOUTH OF COWARD, 1.85 MILES
 DD4681'(2.98 KM) NORTH OF SCRANTON. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4681'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4681'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4681'52 AND STATE HIGHWAY 541 (SALEM ROAD) IN COWARD, GO SOUTH ON HIGHWAY
 DD4681'52 FOR 1.75 MILES (2.82 KM) TO THE STATION ON THE LEFT IN THE
 DD4681'HEADWALL OF A BOX CULVERT, 0.35 MILE (0.56 KM) NORTH OF THE JUNCTION
 DD4681'OF A SAND ROAD RIGHT (SPARROW ROAD). STATION IS A DRILL MARK IN THE
 DD4681'HEADWALL AND 2.5 FEET (0.8 M) BELOW THE HIGHWAY, 4.2 FEET (1.3 M)
 DD4681'NORTH OF THE SOUTH END OF THE HEADWALL, 6.3 FEET (1.9 M) SOUTH OF THE
 DD4681'NORTH END OF THE HEADWALL, 34.2 FEET (10.4 M) EAST OF THE CENTER OF
 DD4681'THE NORTHBOUND LANES OF THE HIGHWAY, 4.4 FEET (1.3 M) SOUTH OF A
 DD4681'WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2840 ***********************************************************************
 CK2840  DESIGNATION -  41 RFJ
 CK2840  PID         -  CK2840
 CK2840  STATE/COUNTY-  SC/DORCHESTER
 CK2840  USGS QUAD   -  STALLSVILLE (1979)
 CK2840
 CK2840                         *CURRENT SURVEY CONTROL
 CK2840  ___________________________________________________________________
 CK2840* NAD 83(1986)-  32 56 59.     (N)    080 14 57.     (W)     SCALED    
 CK2840* NAVD 88     -         5.666  (meters)      18.59   (feet)  ADJUSTED  
 CK2840  ___________________________________________________________________
 CK2840  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 CK2840  DYNAMIC HT  -           5.660 (meters)      18.57  (feet)  COMP
 CK2840  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 CK2840
 CK2840  VERT ORDER  -  FIRST     CLASS II
 CK2840
 CK2840.The horizontal coordinates were scaled from a topographic map and have
 CK2840.an estimated accuracy of +/- 6 seconds.
 CK2840
 CK2840.The orthometric height was determined by differential leveling
 CK2840.and adjusted by the National Geodetic Survey in June 1991..
 CK2840
 CK2840.The geoid height was determined by GEOID03.
 CK2840
 CK2840.The dynamic height is computed by dividing the NAVD 88
 CK2840.geopotential number by the normal gravity value computed on the
 CK2840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2840.degrees latitude (g = 980.6199 gals.).
 CK2840
 CK2840.The modeled gravity was interpolated from observed gravity values.
 CK2840
 CK2840;                    North         East    Units  Estimated Accuracy
 CK2840;SPC SC       -   124,060.      679,800.      MT  (+/- 180 meters Scaled)
 CK2840
 CK2840                          SUPERSEDED SURVEY CONTROL
 CK2840
 CK2840  NGVD 29 (03/21/89)    5.960  (m)           19.55   (f) ADJUSTED    1 2
 CK2840
 CK2840.Superseded values are not recommended for survey control.
 CK2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2840.See file dsdata.txt to determine how the superseded data were derived.
 CK2840
 CK2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS701459(NAD 83)
 CK2840_MARKER: DD = SURVEY DISK
 CK2840_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2840_SP_SET: BOX CULVERT
 CK2840_STAMPING: 41 RFJ 1972
 CK2840_MARK LOGO: USGS  
 CK2840_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2840+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 CK2840
 CK2840  HISTORY     - Date     Condition        Report By
 CK2840  HISTORY     - 1972     MONUMENTED       USGS
 CK2840  HISTORY     - 1983     GOOD             SCGS
 CK2840  HISTORY     - 19950611 GOOD             USPSQD
 CK2840  HISTORY     - 20020806 GOOD             SCGS
 CK2840
 CK2840                          STATION DESCRIPTION
 CK2840
 CK2840'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2840'8.8 KM (5.5 MI) SW FROM SUMMERVILLE.
 CK2840'4.2 KILOMETERS (2.6 MILES) WESTERLY ALONG STATE HIGHWAY 61 FROM ITS
 CK2840'NORTHWEST JUNCTION WITH STATE HIGHWAY 165 (WHICH IS ABOUT 6.8
 CK2840'KILOMETERS (4.2 MILES) SOUTH-SOUTHWEST OF SUMMERVILLE), SET AT THE
 CK2840'NORTH CORNER OF A BOX CULVERT GOING UNDER HIGHWAY 61.
 CK2840'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
 CK2840
 CK2840                          STATION RECOVERY (1995)
 CK2840
 CK2840'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2840'RECOVERED IN GOOD CONDITION.
 CK2840
 CK2840                          STATION RECOVERY (2002)
 CK2840
 CK2840'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2840'STATION IS LOCATED 6.3 MILES SOUTHWEST OF SUMMERVILLE, 25.0 MILES
 CK2840'SOUTHEAST OF SAINT
 CK2840'GEORGE.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2840'COLUMBIA, SC
 CK2840'29202, PHONE 803-737-1350.
 CK2840'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK2840'(COOKS CROSSROAD),
 CK2840'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO WEST NORTHWEST ON HIGHWAY
 CK2840'61 FOR
 CK2840'2.55 MILES TO THE STATION ON THE RIGHT NEAR THE WEST END OF A BOX
 CK2840'CULVERT BENEATH
 CK2840'THE HIGHWAY.
 CK2840'STATION IS A DISK SET IN A DRILL HOLE IN THE BOX CULVERT AND LEVEL
 CK2840'WITH THE HIGHWAY,
 CK2840'18.5 FEET NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 1.6 FEET EAST
 CK2840'OF THE WEST
 CK2840'CORNER OF THE HEADWALL OF THE CULVERT, 10.8 FEET SOUTH SOUTHEAST OF A
 CK2840'BURIED
 CK2840'FIBER OPTIC CABLE WARNING POST.
 CK2840'RECOVERED BY J.B. SMOAK.
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840' 
 CK2840'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3454 ***********************************************************************
 DD3454  DESIGNATION -  4100
 DD3454  PID         -  DD3454
 DD3454  STATE/COUNTY-  SC/GEORGETOWN
 DD3454  USGS QUAD   -  NORTH ISLAND (1973)
 DD3454
 DD3454                         *CURRENT SURVEY CONTROL
 DD3454  ___________________________________________________________________
 DD3454* NAD 83(2001)-  33 20 02.23804(N)    079 09 35.80324(W)     ADJUSTED  
 DD3454* NAVD 88     -         4.65   (+/-2cm)      15.3    (feet)  VERTCON   
 DD3454  ___________________________________________________________________
 DD3454  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DD3454  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DD3454
 DD3454  HORZ ORDER  -  SECOND
 DD3454  VERT ORDER  -  THIRD ? (See Below)
 DD3454
 DD3454.The horizontal coordinates were established by classical geodetic methods
 DD3454.and adjusted by the National Geodetic Survey in March 2004..
 DD3454
 DD3454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3454.The vertical order pertains to the NGVD 29 superseded value.
 DD3454
 DD3454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3454
 DD3454.The geoid height was determined by GEOID03.
 DD3454
 DD3454;                    North         East     Units Scale Factor Converg.
 DD3454;SPC SC       -   167,939.246   780,866.802   MT  0.99981069   +1 01 12.5
 DD3454;SPC SC       -   550,981.78  2,561,898.96   iFT  0.99981069   +1 01 12.5
 DD3454;UTM  17      - 3,689,821.640   671,251.512   MT  0.99996158   +1 00 41.0
 DD3454
 DD3454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3454!SPC SC       -   1.00000472  x   0.99981069  =   0.99981541
 DD3454!UTM  17      -   1.00000472  x   0.99996158  =   0.99996630
 DD3454
 DD3454                          SUPERSEDED SURVEY CONTROL
 DD3454
 DD3454  NAD 83(1986)-  33 20 02.24811(N)    079 09 35.80693(W) AD(       ) 2
 DD3454  NAD 83(1986)-  33 20 02.24821(N)    079 09 35.80688(W) AD(       ) 3
 DD3454  NGVD 29 (11/30/89)    4.95   (m)           16.2    (f) LEVELING    3  
 DD3454
 DD3454.Superseded values are not recommended for survey control.
 DD3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3454.See file dsdata.txt to determine how the superseded data were derived.
 DD3454
 DD3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7125289822(NAD 83)
 DD3454_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3454_SETTING: 0 = UNSPECIFIED SETTING
 DD3454_STAMPING: 4100 1987
 DD3454_MARK LOGO: SCCC  
 DD3454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3454+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3454
 DD3454  HISTORY     - Date     Condition        Report By
 DD3454  HISTORY     - 1987     MONUMENTED       SCCC
 DD3454
 DD3454                          STATION DESCRIPTION
 DD3454
 DD3454'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3454'TO REACH THE STATION FROM DEBORDIEU, SOUTH BEACH ENTRANCE AND THE
 DD3454'ATLANTIC OCEAN, CONTINUE SOUTH FOR (1.85 MI) TO THE STATION ON THE
 DD3454'RIGHT LOCATED ON TOP OF THE HIGHEST DUNE.
 DD3454'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3454'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3454'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (212.0 FT) NORTH
 DD3454'NORTHWEST FROM THE HIGH TIDE MARK, (21.0 FT) EAST NORTHEAST FROM THE
 DD3454'SOUTHWEST END OF THE DUNES, (37.0 FT) WEST NORTHWEST FROM THE
 DD3454'NORTHEAST END OF THE DUNES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4451 ***********************************************************************
 DD4451  DESIGNATION -  4100 B
 DD4451  PID         -  DD4451
 DD4451  STATE/COUNTY-  SC/GEORGETOWN
 DD4451  USGS QUAD   -  NORTH ISLAND (1973)
 DD4451
 DD4451                         *CURRENT SURVEY CONTROL
 DD4451  ___________________________________________________________________
 DD4451* NAD 83(2001)-  33 20 02.63031(N)    079 09 36.07486(W)     ADJUSTED  
 DD4451* NAVD 88     -         2.657  (meters)       8.72   (feet)  ADJUSTED  
 DD4451  ___________________________________________________________________
 DD4451  X           -   1,003,181.242 (meters)                     COMP
 DD4451  Y           -  -5,238,996.876 (meters)                     COMP
 DD4451  Z           -   3,484,954.914 (meters)                     COMP
 DD4451  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DD4451  ELLIP HEIGHT-         -32.06  (meters)          (03/13/03) GPS OBS
 DD4451  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DD4451  DYNAMIC HT  -           2.654 (meters)       8.71  (feet)  COMP
 DD4451  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 DD4451
 DD4451  HORZ ORDER  -  FIRST
 DD4451  VERT ORDER  -  FIRST     CLASS II
 DD4451  ELLP ORDER  -  FOURTH    CLASS II
 DD4451
 DD4451.The horizontal coordinates were established by GPS observations
 DD4451.and adjusted by the National Geodetic Survey in March 2003..
 DD4451
 DD4451.The orthometric height was determined by differential leveling
 DD4451.and adjusted by the National Geodetic Survey in June 1991..
 DD4451
 DD4451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4451
 DD4451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4451
 DD4451.The ellipsoidal height was determined by GPS observations
 DD4451.and is referenced to NAD 83.
 DD4451
 DD4451.The geoid height was determined by GEOID03.
 DD4451
 DD4451.The dynamic height is computed by dividing the NAVD 88
 DD4451.geopotential number by the normal gravity value computed on the
 DD4451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4451.degrees latitude (g = 980.6199 gals.).
 DD4451
 DD4451.The modeled gravity was interpolated from observed gravity values.
 DD4451
 DD4451;                    North         East     Units Scale Factor Converg.
 DD4451;SPC SC       -   167,951.202   780,859.565   MT  0.99981067   +1 01 12.3
 DD4451;SPC SC       -   551,021.00  2,561,875.21   iFT  0.99981067   +1 01 12.3
 DD4451;UTM  17      - 3,689,833.599   671,244.276   MT  0.99996155   +1 00 40.9
 DD4451
 DD4451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4451!SPC SC       -   1.00000503  x   0.99981067  =   0.99981570
 DD4451!UTM  17      -   1.00000503  x   0.99996155  =   0.99996658
 DD4451
 DD4451                          SUPERSEDED SURVEY CONTROL
 DD4451
 DD4451  NAD 83(1995)-  33 20 02.63070(N)    079 09 36.07441(W) AD(       ) 1
 DD4451  ELLIP H (10/18/01)  -32.08   (m)                       GP(       ) 4 1
 DD4451  NAD 83(1995)-  33 20 02.63243(N)    079 09 36.07438(W) AD(       ) 1
 DD4451  ELLIP H (12/20/99)  -32.13   (m)                       GP(       ) 4 1
 DD4451  NAD 83(1986)-  33 20 02.64166(N)    079 09 36.07834(W) AD(       ) 1
 DD4451  NAVD 88 (10/18/01)    2.66   (m)            8.7    (f) LEVELING    3  
 DD4451  NGVD 29 (05/09/91)    2.954  (m)            9.69   (f) ADJUSTED    1 2
 DD4451
 DD4451.Superseded values are not recommended for survey control.
 DD4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4451.See file dsdata.txt to determine how the superseded data were derived.
 DD4451
 DD4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7124489834(NAD 83)
 DD4451_MARKER: I = METAL ROD
 DD4451_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DD4451_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DD4451_STAMPING: 4100 B 1990
 DD4451_MARK LOGO: NGS   
 DD4451_PROJECTION: PROJECTING 15 CENTIMETERS
 DD4451_MAGNETIC: I = MARKER IS A STEEL ROD
 DD4451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4451+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 DD4451_ROD/PIPE-DEPTH: 15.8 meters
 DD4451_SLEEVE-DEPTH  : 0.9 meters
 DD4451
 DD4451  HISTORY     - Date     Condition        Report By
 DD4451  HISTORY     - 1990     MONUMENTED       NGS
 DD4451  HISTORY     - 19900505 GOOD             NGS
 DD4451  HISTORY     - 19900924 GOOD             NGS
 DD4451  HISTORY     - 20010315 GOOD             SCGS
 DD4451
 DD4451                          STATION DESCRIPTION
 DD4451
 DD4451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4451'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD4451'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 6.5 KM (4.04
 DD4451'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD4451'WAY), THENCE 2.0 KM (1.24 MI) SOUTHERLY ALONG LAFAYETTE BOULEVARD,
 DD4451'THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG OCEAN GREEN DRIVE, THENCE 0.2
 DD4451'KM (0.12 MI) EASTERLY ALONG A SAND ROAD, THENCE 2.7 KM (1.68 MI)
 DD4451'SOUTHERLY ALONG THE BEACH, 92.5 M (303.48 FT) WEST OF THE HIGH TIDE
 DD4451'LINE, 52.9 M (173.56 FT) WEST-SOUTHWEST OF A SIGN -WILDLIFE REFUGE-,
 DD4451'2.8 M (9.19 FT) NORTHWEST OF THE NORTHWEST END OF A LONG SAND DUNE,
 DD4451'AND 0.3 M (0.98 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 DD4451'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DD4451
 DD4451                          STATION RECOVERY (1990)
 DD4451
 DD4451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4451'THE STATION IS LOCATED 12.8 KM (8.0 MI) EAST OF GEORGETOWN, 11.9 KM
 DD4451'(7.4 MI) SOUTH-SOUTHWEST OF PAWLEYS ISLAND.
 DD4451'OWNERSHIP--BELL W. BARUCH FOUNDATION WILDLIFE REFUGE, GEORGETOWN, SC
 DD4451'29442, PHONE 893-546-1013.  BEFORE GOING TO STATION CALL 803-546-8520
 DD4451'TO LET THEM KNOW YOUR GOING TO THE SURVEY POINTS.
 DD4451'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S.
 DD4451'HIGHWAY ALTERNATE 17 AND U.S. HIGHWAY 701 IN GEORGETOWN, GO NORTHEAST
 DD4451'ALONG U.S HIGHWAY 17 FOR 12.55 KM (7.80 MI) TO THE ENTRANCE TO
 DD4451'DEBORDIEU COLONY ON THE RIGHT, TURN RIGHT EAST-SOUTHEAST ON THE
 DD4451'ENTRANCE ROAD (LUVAN WAY) FOR 0.48 KM (0.30 MI) TO THE SECURITY GUARD
 DD4451'HOUSE ON THE LEFT, CONTINUE EAST-SOUTHEAST ON LUVAN WAY FOR 6.2 KM
 DD4451'(3.9 MI) TO THE JUNCTION OF A FORK, BEAR RIGHT ON LAFAYETTE BOULEVARD
 DD4451'FOR 1.93 KM (1.20 MI) TO A STONE GATE, PASS THROUGH THE GATE, (AT
 DD4451'THIS POINT THE ROAD NAME CHANGES TO OCEAN GREEN DRIVE), CONTINUE
 DD4451'AHEAD ON OCEAN GREEN DRIVE FOR 0.3 KM (0.2 MI) TO THE END OF THE
 DD4451'PAVED DRIVE AND THE JUNCTION OF A SAND ROAD, TURN LEFT, EAST, ON THE
 DD4451'SAND ROAD FOR 0.24 KM (0.15 MI) TO THE BEACH, TURN RIGHT, SOUTH, ONTO
 DD4451'THE BEACH AND GO 2.73 KM (1.70 MI)  TO THE STATION ON THE RIGHT, ON
 DD4451'THE NORTHWEST SIDE OF A LONG SAND DUNE.
 DD4451'THE STATION IS LOCATED 92.5 M (303.5 FT) WEST OF THE TIDE LINE, 52.9
 DD4451'M (173.6 FT) WEST-SOUTHWEST OF A WOODEN POST SUPPORTING A WILDLIFE
 DD4451'REFUGE SIGN, 2.8 M (9.2 FT) NORTHWEST OF THE NORTHWEST SIDE OF A LONG
 DD4451'SAND DUNE ABOUT 7 FEET HIGH AND 0.3 M (1.0 FT) EAST OF A SOUTH
 DD4451'CAROLINA COASTAL COUNCIL WITNESS POST.
 DD4451
 DD4451                          STATION RECOVERY (2001)
 DD4451
 DD4451'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4451'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3455 ***********************************************************************
 DD3455  DESIGNATION -  4105
 DD3455  PID         -  DD3455
 DD3455  STATE/COUNTY-  SC/GEORGETOWN
 DD3455  USGS QUAD   -  NORTH ISLAND (1973)
 DD3455
 DD3455                         *CURRENT SURVEY CONTROL
 DD3455  ___________________________________________________________________
 DD3455* NAD 83(2001)-  33 20 17.59426(N)    079 09 28.25273(W)     ADJUSTED  
 DD3455* NAVD 88     -         4.02   (+/-2cm)      13.2    (feet)  VERTCON   
 DD3455  ___________________________________________________________________
 DD3455  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DD3455  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD3455
 DD3455  HORZ ORDER  -  SECOND
 DD3455  VERT ORDER  -  THIRD ? (See Below)
 DD3455
 DD3455.The horizontal coordinates were established by classical geodetic methods
 DD3455.and adjusted by the National Geodetic Survey in March 2004..
 DD3455
 DD3455.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3455.The vertical order pertains to the NGVD 29 superseded value.
 DD3455
 DD3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3455
 DD3455.The geoid height was determined by GEOID03.
 DD3455
 DD3455;                    North         East     Units Scale Factor Converg.
 DD3455;SPC SC       -   168,415.661   781,053.567   MT  0.99981025   +1 01 16.6
 DD3455;SPC SC       -   552,544.82  2,562,511.70   iFT  0.99981025   +1 01 16.6
 DD3455;UTM  17      - 3,690,298.099   671,438.378   MT  0.99996237   +1 00 45.6
 DD3455
 DD3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3455!SPC SC       -   1.00000482  x   0.99981025  =   0.99981507
 DD3455!UTM  17      -   1.00000482  x   0.99996237  =   0.99996719
 DD3455
 DD3455                          SUPERSEDED SURVEY CONTROL
 DD3455
 DD3455  NAD 83(1986)-  33 20 17.60425(N)    079 09 28.25627(W) AD(       ) 2
 DD3455  NAD 83(1986)-  33 20 17.60436(N)    079 09 28.25630(W) AD(       ) 3
 DD3455  NGVD 29 (11/30/89)    4.32   (m)           14.2    (f) LEVELING    3  
 DD3455
 DD3455.Superseded values are not recommended for survey control.
 DD3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3455.See file dsdata.txt to determine how the superseded data were derived.
 DD3455
 DD3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7143890298(NAD 83)
 DD3455_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3455_SETTING: 0 = UNSPECIFIED SETTING
 DD3455_STAMPING: 4105 1987
 DD3455_MARK LOGO: SCCC  
 DD3455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3455+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3455
 DD3455  HISTORY     - Date     Condition        Report By
 DD3455  HISTORY     - 1987     MONUMENTED       SCCC
 DD3455
 DD3455                          STATION DESCRIPTION
 DD3455
 DD3455'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3455'TO REACH THE STATION FROM DEBORDIEU, SOUTH BEACH ENTRANCE AND THE
 DD3455'ATLANTIC OCEAN, CONTINUE SOUTH FOR (1.55 MI) TO THE STATION ON THE
 DD3455'RIGHT LOCATED ON THE PRIMARY DUNE.
 DD3455'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3455'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3455'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (88.0 FT) NORTH
 DD3455'NORTHWEST FROM THE HIGH TIDE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3456 ***********************************************************************
 DD3456  DESIGNATION -  4110
 DD3456  PID         -  DD3456
 DD3456  STATE/COUNTY-  SC/GEORGETOWN
 DD3456  USGS QUAD   -  NORTH ISLAND (1973)
 DD3456
 DD3456                         *CURRENT SURVEY CONTROL
 DD3456  ___________________________________________________________________
 DD3456* NAD 83(2001)-  33 20 34.37240(N)    079 09 21.99398(W)     ADJUSTED  
 DD3456* NAVD 88     -         2.50   (+/-2cm)       8.2    (feet)  VERTCON   
 DD3456  ___________________________________________________________________
 DD3456  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 DD3456  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD3456
 DD3456  HORZ ORDER  -  SECOND
 DD3456  VERT ORDER  -  THIRD ? (See Below)
 DD3456
 DD3456.The horizontal coordinates were established by classical geodetic methods
 DD3456.and adjusted by the National Geodetic Survey in March 2004..
 DD3456
 DD3456.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3456.The vertical order pertains to the NGVD 29 superseded value.
 DD3456
 DD3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3456
 DD3456.The geoid height was determined by GEOID03.
 DD3456
 DD3456;                    North         East     Units Scale Factor Converg.
 DD3456;SPC SC       -   168,935.275   781,206.140   MT  0.99980979   +1 01 20.1
 DD3456;SPC SC       -   554,249.59  2,563,012.27   iFT  0.99980979   +1 01 20.1
 DD3456;UTM  17      - 3,690,817.769   671,591.051   MT  0.99996302   +1 00 49.5
 DD3456
 DD3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3456!SPC SC       -   1.00000506  x   0.99980979  =   0.99981485
 DD3456!UTM  17      -   1.00000506  x   0.99996302  =   0.99996808
 DD3456
 DD3456                          SUPERSEDED SURVEY CONTROL
 DD3456
 DD3456  NAD 83(1986)-  33 20 34.38234(N)    079 09 21.99739(W) AD(       ) 2
 DD3456  NAD 83(1986)-  33 20 34.38246(N)    079 09 21.99748(W) AD(       ) 3
 DD3456  NGVD 29 (11/30/89)    2.80   (m)            9.2    (f) LEVELING    3  
 DD3456
 DD3456.Superseded values are not recommended for survey control.
 DD3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3456.See file dsdata.txt to determine how the superseded data were derived.
 DD3456
 DD3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7159190818(NAD 83)
 DD3456_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3456_SETTING: 0 = UNSPECIFIED SETTING
 DD3456_STAMPING: 4110 1987
 DD3456_MARK LOGO: SCCC  
 DD3456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3456+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3456
 DD3456  HISTORY     - Date     Condition        Report By
 DD3456  HISTORY     - 1987     MONUMENTED       SCCC
 DD3456
 DD3456                          STATION DESCRIPTION
 DD3456
 DD3456'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3456'TO REACH THE STATION FROM DEBORDIEU, SOUTH BEACH ENTRANCE AND THE
 DD3456'ATLANTIC OCEAN, CONTINUE SOUTH FOR (1.20 MI) TO THE STATION ON THE
 DD3456'RIGHT.
 DD3456'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3456'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3456'FLUSH WITH THE SURFACE OF THE GROUND, (80.0 FT) WEST NORTHWEST FROM
 DD3456'THE HIGH TIDE MARK, (23.0 FT) NORTHEAST FROM THE DUNE LINE
 DD3456'INTERSECTION, (25.0 FT) EAST SOUTHEAST FROM THE CENTERLINE OF THE
 DD3456'PRIMARY DUNES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3457 ***********************************************************************
 DD3457  DESIGNATION -  4115
 DD3457  PID         -  DD3457
 DD3457  STATE/COUNTY-  SC/GEORGETOWN
 DD3457  USGS QUAD   -  NORTH ISLAND (1973)
 DD3457
 DD3457                         *CURRENT SURVEY CONTROL
 DD3457  ___________________________________________________________________
 DD3457* NAD 83(2001)-  33 20 53.35910(N)    079 09 14.14042(W)     ADJUSTED  
 DD3457* NAVD 88     -         1.80   (+/-2cm)       5.9    (feet)  VERTCON   
 DD3457  ___________________________________________________________________
 DD3457  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DD3457  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3457
 DD3457  HORZ ORDER  -  SECOND
 DD3457  VERT ORDER  -  THIRD ? (See Below)
 DD3457
 DD3457.The horizontal coordinates were established by classical geodetic methods
 DD3457.and adjusted by the National Geodetic Survey in March 2004..
 DD3457
 DD3457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3457.The vertical order pertains to the NGVD 29 superseded value.
 DD3457
 DD3457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3457
 DD3457.The geoid height was determined by GEOID03.
 DD3457
 DD3457;                    North         East     Units Scale Factor Converg.
 DD3457;SPC SC       -   169,523.647   781,398.703   MT  0.99980927   +1 01 24.5
 DD3457;SPC SC       -   556,179.94  2,563,644.04   iFT  0.99980927   +1 01 24.5
 DD3457;UTM  17      - 3,691,406.203   671,783.731   MT  0.99996383   +1 00 54.3
 DD3457
 DD3457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3457!SPC SC       -   1.00000517  x   0.99980927  =   0.99981444
 DD3457!UTM  17      -   1.00000517  x   0.99996383  =   0.99996900
 DD3457
 DD3457                          SUPERSEDED SURVEY CONTROL
 DD3457
 DD3457  NAD 83(1986)-  33 20 53.36898(N)    079 09 14.14372(W) AD(       ) 2
 DD3457  NAD 83(1986)-  33 20 53.36911(N)    079 09 14.14386(W) AD(       ) 3
 DD3457  NGVD 29 (11/30/89)    2.10   (m)            6.9    (f) LEVELING    3  
 DD3457
 DD3457.Superseded values are not recommended for survey control.
 DD3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3457.See file dsdata.txt to determine how the superseded data were derived.
 DD3457
 DD3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7178491406(NAD 83)
 DD3457_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3457_SETTING: 0 = UNSPECIFIED SETTING
 DD3457_STAMPING: 4115 1987
 DD3457_MARK LOGO: SCCC  
 DD3457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3457+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3457
 DD3457  HISTORY     - Date     Condition        Report By
 DD3457  HISTORY     - 1987     MONUMENTED       SCCC
 DD3457
 DD3457                          STATION DESCRIPTION
 DD3457
 DD3457'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3457'TO REACH THE STATION FROM DEBORDIEU, SOUTH BEACH ENTRANCE AND THE
 DD3457'ATLANTIC OCEAN, CONTINUE SOUTH FOR (0.85 MI) TO THE STATION AT THE
 DD3457'EDGE OF THE WOODS LINE.
 DD3457'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3457'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3457'FLUSH WITH THE SURFACE OF THE GROUND, (125.0 FT) WEST FROM THE END OF
 DD3457'THE OLD BULKHEAD, (16.0 FT) WEST NORTHWEST FROM THE HIGH TIDE MARK,
 DD3457'(13.0 FT) SOUTHEAST FROM THE WOODS LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4450 ***********************************************************************
 DD4450  DESIGNATION -  4115 B
 DD4450  PID         -  DD4450
 DD4450  STATE/COUNTY-  SC/GEORGETOWN
 DD4450  USGS QUAD   -  NORTH ISLAND (1973)
 DD4450
 DD4450                         *CURRENT SURVEY CONTROL
 DD4450  ___________________________________________________________________
 DD4450* NAD 83(2001)-  33 20 53.12350(N)    079 09 15.90532(W)     ADJUSTED  
 DD4450* NAVD 88     -         2.202  (meters)       7.22   (feet)  ADJUSTED  
 DD4450  ___________________________________________________________________
 DD4450  X           -   1,003,532.579 (meters)                     COMP
 DD4450  Y           -  -5,238,058.644 (meters)                     COMP
 DD4450  Z           -   3,486,254.234 (meters)                     COMP
 DD4450  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DD4450  ELLIP HEIGHT-         -32.53  (meters)          (03/27/03) GPS OBS
 DD4450  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD4450  DYNAMIC HT  -           2.200 (meters)       7.22  (feet)  COMP
 DD4450  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 DD4450
 DD4450  HORZ ORDER  -  SECOND
 DD4450  VERT ORDER  -  FIRST     CLASS II
 DD4450  ELLP ORDER  -  FOURTH    CLASS II
 DD4450
 DD4450.The horizontal coordinates were established by GPS observations
 DD4450.and adjusted by the National Geodetic Survey in March 2003..
 DD4450
 DD4450.The orthometric height was determined by differential leveling
 DD4450.and adjusted by the National Geodetic Survey in June 1991..
 DD4450
 DD4450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4450
 DD4450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4450
 DD4450.The ellipsoidal height was determined by GPS observations
 DD4450.and is referenced to NAD 83.
 DD4450
 DD4450.The geoid height was determined by GEOID03.
 DD4450
 DD4450.The dynamic height is computed by dividing the NAVD 88
 DD4450.geopotential number by the normal gravity value computed on the
 DD4450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4450.degrees latitude (g = 980.6199 gals.).
 DD4450
 DD4450.The modeled gravity was interpolated from observed gravity values.
 DD4450
 DD4450;                    North         East     Units Scale Factor Converg.
 DD4450;SPC SC       -   169,515.576   781,353.214   MT  0.99980928   +1 01 23.5
 DD4450;SPC SC       -   556,153.46  2,563,494.80   iFT  0.99980928   +1 01 23.5
 DD4450;UTM  17      - 3,691,398.138   671,738.233   MT  0.99996364   +1 00 53.3
 DD4450
 DD4450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4450!SPC SC       -   1.00000511  x   0.99980928  =   0.99981439
 DD4450!UTM  17      -   1.00000511  x   0.99996364  =   0.99996875
 DD4450
 DD4450:                Primary Azimuth Mark                     Grid Az
 DD4450:SPC SC       -  4120 B                                   011 10 48.9
 DD4450:UTM  17      -  4120 B                                   011 11 19.1
 DD4450
 DD4450|---------------------------------------------------------------------|
 DD4450| PID    Reference Object                     Distance      Geod. Az  |
 DD4450|                                                           dddmmss.s |
 DD4450| DD4449 4120 B                              APPROX. 0.5 KM 0121212.4 |
 DD4450|---------------------------------------------------------------------|
 DD4450
 DD4450                          SUPERSEDED SURVEY CONTROL
 DD4450
 DD4450  NAD 83(1995)-  33 20 53.12546(N)    079 09 15.90475(W) AD(       ) 2
 DD4450  ELLIP H (12/20/99)  -32.59   (m)                       GP(       ) 4 1
 DD4450  NAD 83(1986)-  33 20 53.13441(N)    079 09 15.90832(W) AD(       ) 2
 DD4450  NGVD 29 (05/09/91)    2.499  (m)            8.20   (f) ADJUSTED    1 2
 DD4450
 DD4450.Superseded values are not recommended for survey control.
 DD4450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4450.See file dsdata.txt to determine how the superseded data were derived.
 DD4450
 DD4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7173891398(NAD 83)
 DD4450_MARKER: DD = SURVEY DISK
 DD4450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4450_SP_SET: ALUMINUM ALLOY ROD
 DD4450_STAMPING: 4115 B 1990
 DD4450_MARK LOGO: SCGS  
 DD4450_PROJECTION: FLUSH
 DD4450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4450+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD4450_ROD/PIPE-DEPTH: 14.0 meters
 DD4450
 DD4450  HISTORY     - Date     Condition        Report By
 DD4450  HISTORY     - 1990     MONUMENTED       NGS
 DD4450  HISTORY     - 19900505 GOOD             NGS
 DD4450  HISTORY     - 19900924 GOOD             NGS
 DD4450
 DD4450                          STATION DESCRIPTION
 DD4450
 DD4450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4450'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD4450'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 6.5 KM (4.04
 DD4450'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD4450'WAY), THENCE 2.0 KM (1.24 MI) SOUTHERLY ALONG LAFAYETTE BOULEVARD,
 DD4450'THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG OCEAN GREEN DRIVE, THENCE 0.2
 DD4450'KM (0.12 MI) EASTERLY ALONG A SAND ROAD, THENCE 1.1 KM (0.68 MI)
 DD4450'SOUTHERLY ALONG THE BEACH, 32.3 M (105.97 FT) NORTHWEST OF THE HIGH
 DD4450'TIDE LINE, 15.6 M (51.18 FT) SOUTHWEST OF THE MOST SOUTHWESTERLY OF 2
 DD4450'OAK TREES, AND 0.2 M (0.66 FT) SOUTHWEST OF A WITNESS POST.
 DD4450'NOTE--THE DISK IS CRIMPED TO A ALUMINUM ALLOY ROD ENCASED IN A 4-INCH
 DD4450'PVC PIPE WITH A SCREW CAP THAT PROJECTS 0.1 M (0.33 FT) ABOVE THE
 DD4450'GROUND SURFACE.
 DD4450
 DD4450                          STATION RECOVERY (1990)
 DD4450
 DD4450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4450'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) EAST OF GEORGETOWN AND
 DD4450'10.1 KM (6.3 MI) SOUTH-SOUTHWEST OF PAWLEYS ISLAND.
 DD4450'OWNERSHIP--BELL W. BARUCH FOUNDATION WILDLIFE REFUGE, GEORGETOWN, SC
 DD4450'29442, PHONE 803-546-1013.  CALL 803-546-8520 THE DAYS BEFORE GOING
 DD4450'TO STATION.
 DD4450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S.
 DD4450'ALTERNATE 17 AND U.S. HIGHWAY 701 IN GEORGETOWN, GO 12.55 KM
 DD4450'(7.80 MI) NORTHEAST ALONG U.S. HIGHWAY 17 TO THE ENTRANCE TO
 DD4450'DEBORDIEU COLONY ON THE RIGHT, TURN RIGHT EAST-SOUTHEAST ON THE
 DD4450'ENTRANCE ROAD (LUVAN WAY) FOR 0.48 KM (0.30 MI) TO THE SECURITY GUARD
 DD4450'HOUSE ON THE LEFT, CONTINUE EAST-SOUTHEAST ON LUVAN WAY FOR 6.2 KM
 DD4450'(3.9 MI) TO A FORK, BEAR RIGHT ON LAFAYETTE BOULEVARD FOR 1.93 KM
 DD4450'(1.20 MI) TO A STONE GATE, AT THIS POINT THE ROAD CHANGES TO OCEAN
 DD4450'GREEN DRIVE, CONTINUE AHEAD ALONG OCEAN GREEN DRIVE FOR 0.3 KM
 DD4450'(0.2 MI) TO THE END OF THE PAVED ROAD AND THE JUNCTION OF A SAND
 DD4450'ROAD, TURN LEFT, EAST, ON THE SAND ROAD FOR 0.24 KM (0.15 MI) TO THE
 DD4450'BEACH, TURN RIGHT, SOUTH, ONTO THE BEACH AND GO 1.05 KM (0.65 MI) TO
 DD4450'THE SECOND SOUTHWEST 1 OF 2 SETS OF PILING STANDING IN OCEAN ON LEFT
 DD4450'AND THE STATION IN A SMALL CLEARING ON THE RIGHT.
 DD4450'THE STATION IS LOCATED 32.3 M (106.0 FT) NORTHWEST OF THE HIGH TIDE
 DD4450'MARK, 15.6 M (51.2 FT) SOUTHWEST OF THE SOUTHWEST 1 OF 2 OAK TREES
 DD4450'AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3458 ***********************************************************************
 DD3458  DESIGNATION -  4120
 DD3458  PID         -  DD3458
 DD3458  STATE/COUNTY-  SC/GEORGETOWN
 DD3458  USGS QUAD   -  NORTH ISLAND (1973)
 DD3458
 DD3458                         *CURRENT SURVEY CONTROL
 DD3458  ___________________________________________________________________
 DD3458* NAD 83(2001)-  33 21 10.96334(N)    079 09 09.87312(W)     ADJUSTED  
 DD3458* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 DD3458  ___________________________________________________________________
 DD3458  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DD3458  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3458
 DD3458  HORZ ORDER  -  SECOND
 DD3458  VERT ORDER  -  THIRD ? (See Below)
 DD3458
 DD3458.The horizontal coordinates were established by classical geodetic methods
 DD3458.and adjusted by the National Geodetic Survey in March 2004..
 DD3458
 DD3458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3458.The vertical order pertains to the NGVD 29 superseded value.
 DD3458
 DD3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3458
 DD3458.The geoid height was determined by GEOID03.
 DD3458
 DD3458;                    North         East     Units Scale Factor Converg.
 DD3458;SPC SC       -   170,067.788   781,499.311   MT  0.99980880   +1 01 26.8
 DD3458;SPC SC       -   557,965.18  2,563,974.12   iFT  0.99980880   +1 01 26.8
 DD3458;UTM  17      - 3,691,950.415   671,884.433   MT  0.99996426   +1 00 57.1
 DD3458
 DD3458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3458!SPC SC       -   1.00000520  x   0.99980880  =   0.99981400
 DD3458!UTM  17      -   1.00000520  x   0.99996426  =   0.99996946
 DD3458
 DD3458                          SUPERSEDED SURVEY CONTROL
 DD3458
 DD3458  NAD 83(1986)-  33 21 10.97317(N)    079 09 09.87637(W) AD(       ) 2
 DD3458  NAD 83(1986)-  33 21 10.97327(N)    079 09 09.87653(W) AD(       ) 3
 DD3458  NGVD 29 (11/30/89)    1.91   (m)            6.3    (f) LEVELING    3  
 DD3458
 DD3458.Superseded values are not recommended for survey control.
 DD3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3458.See file dsdata.txt to determine how the superseded data were derived.
 DD3458
 DD3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7188491950(NAD 83)
 DD3458_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3458_SETTING: 0 = UNSPECIFIED SETTING
 DD3458_STAMPING: 4120 1987
 DD3458_MARK LOGO: SCCC  
 DD3458_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3458+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3458
 DD3458  HISTORY     - Date     Condition        Report By
 DD3458  HISTORY     - 1987     MONUMENTED       SCCC
 DD3458
 DD3458                          STATION DESCRIPTION
 DD3458
 DD3458'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3458'TO REACH THE STATION FROM DEBORDIEU, SOUTH BEACH ENTRANCE AND THE
 DD3458'ATLANTIC OCEAN, CONTINUE SOUTH FOR (0.50 MI) TO THE STATION ON THE
 DD3458'RIGHT AT THE EDGE OF WOODS LINE AND THE BEACH.
 DD3458'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3458'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3458'FLUSH WITH THE SURFACE OF THE GROUND, (13.0 FT) NORTHWEST FROM THE
 DD3458'HIGH TIDE MARK, (57.5 FT) NORTH FROM THE 8-INCH CEDAR TREE, (8.6 FT)
 DD3458'SOUTH SOUTHEAST FROM THE 6-INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4449 ***********************************************************************
 DD4449  DESIGNATION -  4120 B
 DD4449  PID         -  DD4449
 DD4449  STATE/COUNTY-  SC/GEORGETOWN
 DD4449  USGS QUAD   -  NORTH ISLAND (1973)
 DD4449
 DD4449                         *CURRENT SURVEY CONTROL
 DD4449  ___________________________________________________________________
 DD4449* NAD 83(2001)-  33 21 09.23593(N)    079 09 11.75313(W)     ADJUSTED  
 DD4449* NAVD 88     -         1.520  (meters)       4.99   (feet)  ADJUSTED  
 DD4449  ___________________________________________________________________
 DD4449  X           -   1,003,586.561 (meters)                     COMP
 DD4449  Y           -  -5,237,769.861 (meters)                     COMP
 DD4449  Z           -   3,486,668.514 (meters)                     COMP
 DD4449  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DD4449  ELLIP HEIGHT-         -33.21  (meters)          (03/13/03) GPS OBS
 DD4449  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4449  DYNAMIC HT  -           1.518 (meters)       4.98  (feet)  COMP
 DD4449  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DD4449
 DD4449  HORZ ORDER  -  FIRST
 DD4449  VERT ORDER  -  FIRST     CLASS II
 DD4449  ELLP ORDER  -  FOURTH    CLASS II
 DD4449
 DD4449.The horizontal coordinates were established by GPS observations
 DD4449.and adjusted by the National Geodetic Survey in March 2003..
 DD4449
 DD4449.The orthometric height was determined by differential leveling
 DD4449.and adjusted by the National Geodetic Survey in June 1991..
 DD4449
 DD4449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4449
 DD4449.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4449
 DD4449.The ellipsoidal height was determined by GPS observations
 DD4449.and is referenced to NAD 83.
 DD4449
 DD4449.The geoid height was determined by GEOID03.
 DD4449
 DD4449.The dynamic height is computed by dividing the NAVD 88
 DD4449.geopotential number by the normal gravity value computed on the
 DD4449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4449.degrees latitude (g = 980.6199 gals.).
 DD4449
 DD4449.The modeled gravity was interpolated from observed gravity values.
 DD4449
 DD4449;                    North         East     Units Scale Factor Converg.
 DD4449;SPC SC       -   170,013.719   781,451.671   MT  0.99980885   +1 01 25.8
 DD4449;SPC SC       -   557,787.79  2,563,817.82   iFT  0.99980885   +1 01 25.8
 DD4449;UTM  17      - 3,691,896.344   671,836.778   MT  0.99996406   +1 00 56.0
 DD4449
 DD4449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4449!SPC SC       -   1.00000521  x   0.99980885  =   0.99981406
 DD4449!UTM  17      -   1.00000521  x   0.99996406  =   0.99996927
 DD4449
 DD4449:                Primary Azimuth Mark                     Grid Az
 DD4449:SPC SC       -  4115 B                                   191 10 48.9
 DD4449:UTM  17      -  4115 B                                   191 11 18.7
 DD4449
 DD4449|---------------------------------------------------------------------|
 DD4449| PID    Reference Object                     Distance      Geod. Az  |
 DD4449|                                                           dddmmss.s |
 DD4449| DD4450 4115 B                              APPROX. 0.5 KM 1921214.7 |
 DD4449|---------------------------------------------------------------------|
 DD4449
 DD4449                          SUPERSEDED SURVEY CONTROL
 DD4449
 DD4449  NAD 83(1986)-  33 21 09.24663(N)    079 09 11.75594(W) AD(       ) 1
 DD4449  NAD 83(1995)-  33 21 09.23632(N)    079 09 11.75268(W) AD(       ) 1
 DD4449  ELLIP H (10/18/01)  -33.23   (m)                       GP(       ) 4 1
 DD4449  NAD 83(1995)-  33 21 09.23769(N)    079 09 11.75236(W) AD(       ) 2
 DD4449  ELLIP H (12/20/99)  -33.25   (m)                       GP(       ) 4 1
 DD4449  NAD 83(1986)-  33 21 09.24663(N)    079 09 11.75594(W) AD(       ) 2
 DD4449  NAVD 88 (10/18/01)    1.52   (m)            5.0    (f) LEVELING    3  
 DD4449  NGVD 29 (05/09/91)    1.817  (m)            5.96   (f) ADJUSTED    1 2
 DD4449
 DD4449.Superseded values are not recommended for survey control.
 DD4449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4449.See file dsdata.txt to determine how the superseded data were derived.
 DD4449
 DD4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7183791896(NAD 83)
 DD4449_MARKER: DD = SURVEY DISK
 DD4449_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4449_SP_SET: ALUMINUM ALLOY ROD
 DD4449_STAMPING: 4120 B 1990
 DD4449_MARK LOGO: SCGS  
 DD4449_PROJECTION: FLUSH
 DD4449_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4449+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 DD4449_ROD/PIPE-DEPTH: 9.1  meters
 DD4449
 DD4449  HISTORY     - Date     Condition        Report By
 DD4449  HISTORY     - 1990     MONUMENTED       NGS
 DD4449  HISTORY     - 19900505 GOOD             NGS
 DD4449  HISTORY     - 19900918 GOOD             NGS
 DD4449  HISTORY     - 20010315 GOOD             SCGS
 DD4449
 DD4449                          STATION DESCRIPTION
 DD4449
 DD4449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4449'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD4449'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 6.5 KM (4.04
 DD4449'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD4449'WAY), THENCE 2.0 KM (1.24 MI) SOUTHERLY ALONG LAFAYETTE BOULEVARD,
 DD4449'THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG OCEAN GREEN DRIVE, THENCE 0.2
 DD4449'KM (0.12 MI) EASTERLY ALONG A SAND ROAD, THENCE 0.5 KM (0.31 MI)
 DD4449'SOUTHERLY ALONG THE BEACH, 0.3 KM (0.19 MI) NORTH OF THE MOST
 DD4449'NORTHERLY SET OF PILINGS, 38.3 M (125.66 FT) WEST-NORTHWEST OF THE
 DD4449'HIGH TIDE LINE, 10.2 M (33.46 FT) NORTHWEST OF A 14-INCH CEDAR TREE
 DD4449'WITH A TRIANGULAR BLAZE, AND 0.3 M (0.98 FT) SOUTHEAST OF A WITNESS
 DD4449'POST.  NOTE--THE DISK IS CRIMPED TO A ALUMINUM ALLOY ROD ENCASED IN A
 DD4449'4-INCH PVC PIPE WITH A SCREW CAP THAT PROJECTS 0.1 M (0.33 FT) ABOVE
 DD4449'THE GROUND SURFACE.
 DD4449
 DD4449                          STATION RECOVERY (1990)
 DD4449
 DD4449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4449'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) EAST OF GEORGETOWN AND
 DD4449'10.1 KM (6.3 MI) SOUTH-SOUTHWEST OF PAWLEYS ISLAND.
 DD4449'OWNERSHIP--BELL. W. BARUCH FOUNDATION WILDLIFE REFUGE, GEORGETOWN, SC
 DD4449'29422, PHONE 803-546-1013.  CALL 803-546-8520 BEFORE GOING TO
 DD4449'STATION. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17,
 DD4449'U.S. ALTERNATE 17 AND U.S. HIGHWAY 701 IN GEORGETOWN, GO 12.55 KM
 DD4449'(7.80 MI) NORTHEAST ALONG U.S. HIGHWAY 17 TO THE ENTRANCE TO
 DD4449'DEBORDIEU COLONY ON THE RIGHT, TURN RIGHT EAST-SOUTHEAST ON THE
 DD4449'ENTRANCE ROAD (LUVAN WAY) FOR 0.48 KM (0.30 MI) TO THE SECURITY GUARD
 DD4449'HOUSE ON THE LEFT, CONTINUE EAST-SOUTHEAST ON LUVAN WAY FOR 6.2 KM
 DD4449'(3.9 MI) TO A FORK, BEAR RIGHT ON LAFAYETTE BOULEVARD FOR 1.93 KM
 DD4449'(1.20 MI) TO A STONE GATE, AT THIS POINT THE ROAD CHANGES TO OCEAN
 DD4449'GREEN DRIVE, CONTINUE AHEAD ALONG OCEAN GREEN DRIVE FOR 0.3 KM
 DD4449'(0.2 MI) TO THE END OF THE PAVED ROAD AND THE JUNCTION OF A SAND
 DD4449'ROAD, TURN LEFT, EAST, ON THE SAND ROAD FOR 0.24 KM (0.15 MI) TO THE
 DD4449'BEACH, TURN RIGHT, SOUTH, ONTO THE BEACH AND GO 0.56 KM (0.35 MI) TO
 DD4449'THE STATION ON THE RIGHT.
 DD4449'THE STATION IS LOCATED 0.08 KM (0.05 MI) NORTHEAST OF THE NORTHEAST 1
 DD4449'OF 2 SETS OF PILINGS IN THE OCEAN, 38.3 M (125.7 FT) WEST-NORTHWEST
 DD4449'OF THE HIGH TIDE MARK, 10.2 M (33.5 FT) NORTHWEST OF A 14-INCH CEDAR
 DD4449'TREE WITH TRIANGLE BLAZE ON THE NORTHEAST SIDE AND 0.25 M (0.82 FT)
 DD4449'SOUTHEAST OF A WITNESS POST.
 DD4449
 DD4449                          STATION RECOVERY (2001)
 DD4449
 DD4449'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD4449'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3459 ***********************************************************************
 DD3459  DESIGNATION -  4125
 DD3459  PID         -  DD3459
 DD3459  STATE/COUNTY-  SC/GEORGETOWN
 DD3459  USGS QUAD   -  NORTH ISLAND (1973)
 DD3459
 DD3459                         *CURRENT SURVEY CONTROL
 DD3459  ___________________________________________________________________
 DD3459* NAD 83(2001)-  33 21 26.51374(N)    079 09 07.70326(W)     ADJUSTED  
 DD3459* NAVD 88     -         2.15   (+/-2cm)       7.1    (feet)  VERTCON   
 DD3459  ___________________________________________________________________
 DD3459  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 DD3459  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3459
 DD3459  HORZ ORDER  -  SECOND
 DD3459  VERT ORDER  -  THIRD ? (See Below)
 DD3459
 DD3459.The horizontal coordinates were established by classical geodetic methods
 DD3459.and adjusted by the National Geodetic Survey in March 2004..
 DD3459
 DD3459.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3459.The vertical order pertains to the NGVD 29 superseded value.
 DD3459
 DD3459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3459
 DD3459.The geoid height was determined by GEOID03.
 DD3459
 DD3459;                    North         East     Units Scale Factor Converg.
 DD3459;SPC SC       -   170,547.708   781,546.830   MT  0.99980839   +1 01 28.0
 DD3459;SPC SC       -   559,539.72  2,564,130.02   iFT  0.99980839   +1 01 28.0
 DD3459;UTM  17      - 3,692,430.402   671,932.028   MT  0.99996446   +1 00 58.7
 DD3459
 DD3459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3459!SPC SC       -   1.00000512  x   0.99980839  =   0.99981350
 DD3459!UTM  17      -   1.00000512  x   0.99996446  =   0.99996957
 DD3459
 DD3459                          SUPERSEDED SURVEY CONTROL
 DD3459
 DD3459  NAD 83(1986)-  33 21 26.52356(N)    079 09 07.70651(W) AD(       ) 2
 DD3459  NAD 83(1986)-  33 21 26.52364(N)    079 09 07.70666(W) AD(       ) 3
 DD3459  NGVD 29 (11/30/89)    2.45   (m)            8.0    (f) LEVELING    3  
 DD3459
 DD3459.Superseded values are not recommended for survey control.
 DD3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3459.See file dsdata.txt to determine how the superseded data were derived.
 DD3459
 DD3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7193292430(NAD 83)
 DD3459_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3459_SETTING: 0 = UNSPECIFIED SETTING
 DD3459_STAMPING: 4125 1987
 DD3459_MARK LOGO: SCCC  
 DD3459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3459+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3459
 DD3459  HISTORY     - Date     Condition        Report By
 DD3459  HISTORY     - 1987     MONUMENTED       SCCC
 DD3459
 DD3459                          STATION DESCRIPTION
 DD3459
 DD3459'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3459'TO REACH THE STATION FROM THE DEBORDIEU SOUTH BEACH ENTRANCE, CONTINUE
 DD3459'SOUTH FOR (0.2 MI) TO THE STATION ON THE RIGHT.
 DD3459'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3459'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3459'FLUSH WITH THE GROUND, (178.0 FT) SOUTH SOUTHWEST FROM THE WOODEN
 DD3459'CROSSOVER, (63.0 FT) NORTH NORTHEAST FROM THE WOODEN BOARDWALK,
 DD3459'(80.0 FT) EAST SOUTHEAST FROM THE PRIMARY DUNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4448 ***********************************************************************
 DD4448  DESIGNATION -  4125 B
 DD4448  PID         -  DD4448
 DD4448  STATE/COUNTY-  SC/GEORGETOWN
 DD4448  USGS QUAD   -  NORTH ISLAND (1973)
 DD4448
 DD4448                         *CURRENT SURVEY CONTROL
 DD4448  ___________________________________________________________________
 DD4448* NAD 83(2001)-  33 21 27.30772(N)    079 09 09.29380(W)     ADJUSTED  
 DD4448* NAVD 88     -         1.965  (meters)       6.45   (feet)  ADJUSTED  
 DD4448  ___________________________________________________________________
 DD4448  X           -   1,003,591.471 (meters)                     COMP
 DD4448  Y           -  -5,237,457.603 (meters)                     COMP
 DD4448  Z           -   3,487,133.808 (meters)                     COMP
 DD4448  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DD4448  ELLIP HEIGHT-         -32.77  (meters)          (03/27/03) GPS OBS
 DD4448  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4448  DYNAMIC HT  -           1.963 (meters)       6.44  (feet)  COMP
 DD4448  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 DD4448
 DD4448  HORZ ORDER  -  SECOND
 DD4448  VERT ORDER  -  FIRST     CLASS II
 DD4448  ELLP ORDER  -  FOURTH    CLASS II
 DD4448
 DD4448.The horizontal coordinates were established by GPS observations
 DD4448.and adjusted by the National Geodetic Survey in March 2003..
 DD4448
 DD4448.The orthometric height was determined by differential leveling
 DD4448.and adjusted by the National Geodetic Survey in June 1991..
 DD4448
 DD4448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4448
 DD4448.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4448
 DD4448.The ellipsoidal height was determined by GPS observations
 DD4448.and is referenced to NAD 83.
 DD4448
 DD4448.The geoid height was determined by GEOID03.
 DD4448
 DD4448.The dynamic height is computed by dividing the NAVD 88
 DD4448.geopotential number by the normal gravity value computed on the
 DD4448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4448.degrees latitude (g = 980.6199 gals.).
 DD4448
 DD4448.The modeled gravity was interpolated from observed gravity values.
 DD4448
 DD4448;                    North         East     Units Scale Factor Converg.
 DD4448;SPC SC       -   170,571.426   781,505.285   MT  0.99980837   +1 01 27.1
 DD4448;SPC SC       -   559,617.54  2,563,993.72   iFT  0.99980837   +1 01 27.1
 DD4448;UTM  17      - 3,692,454.130   671,890.481   MT  0.99996429   +1 00 57.9
 DD4448
 DD4448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4448!SPC SC       -   1.00000514  x   0.99980837  =   0.99981351
 DD4448!UTM  17      -   1.00000514  x   0.99996429  =   0.99996943
 DD4448
 DD4448:                Primary Azimuth Mark                     Grid Az
 DD4448:SPC SC       -  4120 B                                   185 29 28.4
 DD4448:UTM  17      -  4120 B                                   185 29 57.6
 DD4448
 DD4448|---------------------------------------------------------------------|
 DD4448| PID    Reference Object                     Distance      Geod. Az  |
 DD4448|                                                           dddmmss.s |
 DD4448| DD4449 4120 B                              APPROX. 0.6 KM 1863055.5 |
 DD4448|---------------------------------------------------------------------|
 DD4448
 DD4448                          SUPERSEDED SURVEY CONTROL
 DD4448
 DD4448  NAD 83(1995)-  33 21 27.30970(N)    079 09 09.29326(W) AD(       ) 2
 DD4448  ELLIP H (12/20/99)  -32.84   (m)                       GP(       ) 4 1
 DD4448  NAD 83(1986)-  33 21 27.31856(N)    079 09 09.29680(W) AD(       ) 2
 DD4448  NGVD 29 (05/09/91)    2.263  (m)            7.42   (f) ADJUSTED    1 2
 DD4448
 DD4448.Superseded values are not recommended for survey control.
 DD4448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4448.See file dsdata.txt to determine how the superseded data were derived.
 DD4448
 DD4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7189092454(NAD 83)
 DD4448_MARKER: DD = SURVEY DISK
 DD4448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4448_SP_SET: ALUMINUM ALLOY ROD
 DD4448_STAMPING: 4125 B 1990
 DD4448_MARK LOGO: SCGS  
 DD4448_PROJECTION: FLUSH
 DD4448_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4448+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD4448_ROD/PIPE-DEPTH: 9.8  meters
 DD4448
 DD4448  HISTORY     - Date     Condition        Report By
 DD4448  HISTORY     - 1990     MONUMENTED       NGS
 DD4448  HISTORY     - 19900505 GOOD             NGS
 DD4448  HISTORY     - 19900920 GOOD             NGS
 DD4448
 DD4448                          STATION DESCRIPTION
 DD4448
 DD4448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4448'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD4448'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 6.5 KM (4.04
 DD4448'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD4448'WAY), THENCE 2.0 KM (1.24 MI) SOUTHERLY ALONG LAFAYETTE BOULEVARD,
 DD4448'THENCE 0.3 KM (0.19 MI) SOUTHERLY ALONG OCEAN GREEN DRIVE, THENCE 0.1
 DD4448'KM (0.06 MI) EASTERLY ALONG EASTLAND WAY, 23.0 M (75.46 FT) NORTH OF
 DD4448'THE NORTHWEST CORNER OF A 3-STORY STUCCO HOUSE, 20.9 WEST-NORTHWEST
 DD4448'OF A SAND DUNE, 5.3 M (17.39 FT) EAST-NORTHEAST 0F A 12-INCH CEDAR
 DD4448'TREE WITH A TRIANGULAR BLAZE, AND 0.3 M (0.98 FT) EAST OF A WITNESS
 DD4448'POST.  NOTE--THE DISK IS CRIMPED TO A ALUMINUM ALLOY ROD ENCASED IN A
 DD4448'4-INCH PVC PIPE WITH A SCREW CAP THAT PROJECTS 0.1 M (0.33 FT) ABOVE
 DD4448'THE GROUND SURFACE.
 DD4448
 DD4448                          STATION RECOVERY (1990)
 DD4448
 DD4448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4448'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) EAST OF GEORGETOWN AND
 DD4448'9.10 KM (5.65 MI) SOUTH-SOUTHWEST OF PAWLEYS ISLAND.
 DD4448'OWNERSHIP--NORTH INLET CORPORATION, (WALLACE STREET), BOX 1746,
 DD4448'GEORGETOWN, SC 29442, PHONE 803-546-4176.
 DD4448'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S. 17
 DD4448'ALTERNATE AND U.S. HIGHWAY 701 IN GEORGETOWN, GO 12.55 KM (7.80 MI)
 DD4448'NORTHEAST ALONG U.S. HIGHWAY 17 TO THE ENTRANCE TO DEBORDIEU COLONY ON
 DD4448'THE RIGHT, TURN RIGHT, EAST-SOUTHEAST, ON THE ENTRANCE ROAD (LUVAN
 DD4448'WAY) FOR 0.48 KM (0.30 MI) TO THE SECURITY GUARD HOUSE ON THE LEFT,
 DD4448'CONTINUE EAST-SOUTHEAST ON LUVAN WAY FOR 6.2 KM (3.9 MI) TO A FORK,
 DD4448'BEAR RIGHT ON LAFAYETTE BOULEVARD FOR 1.93 KM (1.20 MI) TO A STONE
 DD4448'GATE.  CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO JUNCTION OF EASTLAND WAY
 DD4448'ON THE LEFT, JUST BEFORE THE PAVEMENT ENDS.  TURN LEFT AND GO EAST
 DD4448'FOR 0.05 KM (0.03 MI) TO END OF ROAD AND A 3 STORY STUCCO HOUSE AND
 DD4448'THE STATION AHEAD ON THE LEFT.
 DD4448'THE STATION IS LOCATED 23.0 M (75.5 FT) NORTH OF THE NORTHEAST CORNER
 DD4448'OF THE HOUSE, 20.9 M (68.6 FT) WEST-NORTHWEST OF A SAND DUNE, 5.3 M
 DD4448'(17.4 FT) EAST-NORTHEAST OF A 12-INCH CEDAR TREE WITH A TRIANGULAR
 DD4448'BLAZE AND 0.26 M (0.85 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3460 ***********************************************************************
 DD3460  DESIGNATION -  4130
 DD3460  PID         -  DD3460
 DD3460  STATE/COUNTY-  SC/GEORGETOWN
 DD3460  USGS QUAD   -  NORTH ISLAND (1973)
 DD3460
 DD3460                         *CURRENT SURVEY CONTROL
 DD3460  ___________________________________________________________________
 DD3460* NAD 83(2001)-  33 21 48.11247(N)    079 09 03.64000(W)     ADJUSTED  
 DD3460* NAVD 88     -         4.59   (+/-2cm)      15.1    (feet)  VERTCON   
 DD3460  ___________________________________________________________________
 DD3460  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 DD3460  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3460
 DD3460  HORZ ORDER  -  SECOND
 DD3460  VERT ORDER  -  THIRD ? (See Below)
 DD3460
 DD3460.The horizontal coordinates were established by classical geodetic methods
 DD3460.and adjusted by the National Geodetic Survey in March 2004..
 DD3460
 DD3460.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3460.The vertical order pertains to the NGVD 29 superseded value.
 DD3460
 DD3460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3460
 DD3460.The geoid height was determined by GEOID03.
 DD3460
 DD3460;                    North         East     Units Scale Factor Converg.
 DD3460;SPC SC       -   171,214.779   781,639.943   MT  0.99980783   +1 01 30.3
 DD3460;SPC SC       -   561,728.28  2,564,435.51   iFT  0.99980783   +1 01 30.3
 DD3460;UTM  17      - 3,693,097.564   672,025.249   MT  0.99996486   +1 01 01.5
 DD3460
 DD3460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3460!SPC SC       -   1.00000473  x   0.99980783  =   0.99981256
 DD3460!UTM  17      -   1.00000473  x   0.99996486  =   0.99996959
 DD3460
 DD3460                          SUPERSEDED SURVEY CONTROL
 DD3460
 DD3460  NAD 83(1986)-  33 21 48.12225(N)    079 09 03.64329(W) AD(       ) 2
 DD3460  NAD 83(1986)-  33 21 48.12230(N)    079 09 03.64341(W) AD(       ) 3
 DD3460  NGVD 29 (11/30/89)    4.89   (m)           16.0    (f) LEVELING    3  
 DD3460
 DD3460.Superseded values are not recommended for survey control.
 DD3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3460.See file dsdata.txt to determine how the superseded data were derived.
 DD3460
 DD3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7202593098(NAD 83)
 DD3460_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3460_SETTING: 0 = UNSPECIFIED SETTING
 DD3460_STAMPING: 4130 1987
 DD3460_MARK LOGO: SCCC  
 DD3460_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3460+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3460
 DD3460  HISTORY     - Date     Condition        Report By
 DD3460  HISTORY     - 1987     MONUMENTED       SCCC
 DD3460
 DD3460                          STATION DESCRIPTION
 DD3460
 DD3460'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3460'TO REACH THE STATION FROM THE DEBORDIEU BEACH CLUB AT THE INTERSECTION
 DD3460'OF THE ROAD TO THE BEACH CLUB AND LAFAYETTE BOULEVARD, CONTINUE SOUTH
 DD3460'ON LAFAYETTE BOULEVARD FOR (0.90 MI) TO THE BEACH WALKWAY ON THE LEFT,
 DD3460'THE STATION IS LOCATED ON TOP OF THE PRIMARY DUNE ON THE NORTHEAST
 DD3460'SIDE OF THE DUNE CROSSOVER.
 DD3460'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3460'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3460'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (74.2 FT) SOUTH
 DD3460'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE TWO-STORY STUCCO HOUSE,
 DD3460'(37.9 FT) EAST NORTHEAST FROM THE NORTHEAST CORNER OF THE TWO-STORY
 DD3460'FRAME HOUSE (OVEREND).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4447 ***********************************************************************
 DD4447  DESIGNATION -  4130 B
 DD4447  PID         -  DD4447
 DD4447  STATE/COUNTY-  SC/GEORGETOWN
 DD4447  USGS QUAD   -  NORTH ISLAND (1973)
 DD4447
 DD4447                         *CURRENT SURVEY CONTROL
 DD4447  ___________________________________________________________________
 DD4447* NAD 83(2001)-  33 21 48.20712(N)    079 09 05.45541(W)     ADJUSTED  
 DD4447* NAVD 88     -         3.071  (meters)      10.08   (feet)  ADJUSTED  
 DD4447  ___________________________________________________________________
 DD4447  X           -   1,003,622.468 (meters)                     COMP
 DD4447  Y           -  -5,237,092.093 (meters)                     COMP
 DD4447  Z           -   3,487,672.202 (meters)                     COMP
 DD4447  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 DD4447  ELLIP HEIGHT-         -31.66  (meters)          (03/27/03) GPS OBS
 DD4447  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4447  DYNAMIC HT  -           3.067 (meters)      10.06  (feet)  COMP
 DD4447  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 DD4447
 DD4447  HORZ ORDER  -  SECOND
 DD4447  VERT ORDER  -  FIRST     CLASS II
 DD4447  ELLP ORDER  -  FOURTH    CLASS II
 DD4447
 DD4447.The horizontal coordinates were established by GPS observations
 DD4447.and adjusted by the National Geodetic Survey in March 2003..
 DD4447
 DD4447.The orthometric height was determined by differential leveling
 DD4447.and adjusted by the National Geodetic Survey in June 1991..
 DD4447
 DD4447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4447
 DD4447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4447
 DD4447.The ellipsoidal height was determined by GPS observations
 DD4447.and is referenced to NAD 83.
 DD4447
 DD4447.The geoid height was determined by GEOID03.
 DD4447
 DD4447.The dynamic height is computed by dividing the NAVD 88
 DD4447.geopotential number by the normal gravity value computed on the
 DD4447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4447.degrees latitude (g = 980.6199 gals.).
 DD4447
 DD4447.The modeled gravity was interpolated from observed gravity values.
 DD4447
 DD4447;                    North         East     Units Scale Factor Converg.
 DD4447;SPC SC       -   171,216.854   781,592.974   MT  0.99980783   +1 01 29.3
 DD4447;SPC SC       -   561,735.09  2,564,281.41   iFT  0.99980783   +1 01 29.3
 DD4447;UTM  17      - 3,693,099.647   671,978.274   MT  0.99996466   +1 01 00.5
 DD4447
 DD4447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4447!SPC SC       -   1.00000497  x   0.99980783  =   0.99981280
 DD4447!UTM  17      -   1.00000497  x   0.99996466  =   0.99996963
 DD4447
 DD4447:                Primary Azimuth Mark                     Grid Az
 DD4447:SPC SC       -  4140 B                                   357 00 40.2
 DD4447:UTM  17      -  4140 B                                   357 01 09.0
 DD4447
 DD4447|---------------------------------------------------------------------|
 DD4447| PID    Reference Object                     Distance      Geod. Az  |
 DD4447|                                                           dddmmss.s |
 DD4447| DD4628 4140 B                              448.541 METERS 3580209.5 |
 DD4447|---------------------------------------------------------------------|
 DD4447
 DD4447                          SUPERSEDED SURVEY CONTROL
 DD4447
 DD4447  NAD 83(1995)-  33 21 48.20909(N)    079 09 05.45493(W) AD(       ) 2
 DD4447  ELLIP H (12/20/99)  -31.72   (m)                       GP(       ) 4 1
 DD4447  NAD 83(1986)-  33 21 48.21791(N)    079 09 05.45846(W) AD(       ) 2
 DD4447  NGVD 29 (05/09/91)    3.368  (m)           11.05   (f) ADJUSTED    1 2
 DD4447
 DD4447.Superseded values are not recommended for survey control.
 DD4447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4447.See file dsdata.txt to determine how the superseded data were derived.
 DD4447
 DD4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7197893100(NAD 83)
 DD4447_MARKER: DD = SURVEY DISK
 DD4447_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4447_SP_SET: ALUMINUM ALLOY ROD
 DD4447_STAMPING: 4130 B 1990
 DD4447_MARK LOGO: SCGS  
 DD4447_PROJECTION: FLUSH
 DD4447_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4447+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD4447_ROD/PIPE-DEPTH: 8.4  meters
 DD4447
 DD4447  HISTORY     - Date     Condition        Report By
 DD4447  HISTORY     - 1990     MONUMENTED       NGS
 DD4447  HISTORY     - 19900505 GOOD             NGS
 DD4447  HISTORY     - 19900920 GOOD             NGS
 DD4447
 DD4447                          STATION DESCRIPTION
 DD4447
 DD4447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4447'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD4447'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 6.5 KM (4.04
 DD4447'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD4447'WAY), THENCE 1.6 KM (0.99 MI) SOUTHERLY ALONG LAFAYETTE BOULEVARD,
 DD4447'THENCE 0.1 KM (0.06 MI) EASTERLY ALONG A DRIVEWAY, 48.9 M (160.43 FT)
 DD4447'WEST OF THE TOP OF THE DUNES, 26.1 M (85.63 FT) NORTHWEST OF THE
 DD4447'NORTHWEST CORNER OF A HOUSE, 12.2 M (40.03 FT) NORTH OF THE CENTER OF
 DD4447'THE DRIVEWAY, 0.3 M (0.98 FT) EAST OF A WITNESS POST, AND 0.3 M (0.98
 DD4447'FT) ABOVE THE LEVEL OF THE DRIVEWAY.  NOTE--THE DISK IS CRIMPED TO A
 DD4447'ALUMINUM ALLOY ROD ENCASED IN A 4-INCH PVC PIPE WITH A SCREW CAP THAT
 DD4447'PROJECTS 0.1 M (0.33 FT) ABOVE THE GROUND SURFACE.
 DD4447
 DD4447                          STATION RECOVERY (1990)
 DD4447
 DD4447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4447'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) EAST OF GEORGETOWN AND
 DD4447'8.45 KM (5.25 MI) SOUTH-SOUTHWEST OF PAWLEYS ISLAND.
 DD4447'OWNERSHIP--NORTH INLET CORPORATION, (WALLACE STREET), BOX 1746,
 DD4447'GEORGETOWN, SC 29442, PHONE 803-546-4176.
 DD4447'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S. 17
 DD4447'ALTERNATE AND U.S. HIGHWAY 701 IN GEORGETOWN, GO 12.55 KM (7.80 MI)
 DD4447'NORTHEAST ALONG U.S. HIGHWAY 17 TO THE ENTRANCE TO DEBORDIEU COLONY ON
 DD4447'THE RIGHT, TURN RIGHT, EAST-SOUTHEAST, ON THE ENTRANCE ROAD (LUVAN
 DD4447'WAY) FOR 0.48 KM (0.30 MI) TO THE SECURITY GUARD HOUSE ON THE LEFT,
 DD4447'CONTINUE EAST-SOUTHEAST ON LUVAN WAY FOR 6.2 KM (3.9 MI) TO A FORK,
 DD4447'BEAR RIGHT ON LAFAYETTE BOULEVARD FOR 1.45 KM (0.90 MI) TO THE
 DD4447'JUNCTION OF DUNES OAKS RUN ON THE RIGHT, CONTINUE AHEAD FOR 0.16 KM
 DD4447'(0.10 MI) TO A PAVED CROSSOVER BETWEEN LANES OF THE BOULEVARD AND A
 DD4447'SAND DRIVEWAY LEFT, TURN LEFT, SOUTHEAST, FOR 0.05 KM (0.03 MI) ALONG
 DD4447'THE SAND DRIVEWAY TO THE STATION ON THE LEFT.
 DD4447'THE STATION IS LOCATED 48.9 M (160.4 FT) WEST OF THE TOP OF A SAND
 DD4447'DUNE ALONG THE BEACH, 26.05 M (85.47 FT) NORTHWEST OF THE NORTHWEST
 DD4447'CORNER OF A SINGLE STORY HOUSE, 12.25 KM (7.61 MI) NORTH OF THE
 DD4447'CENTER OF THE SAND DRIVEWAY OF THE HOUSE AND 0.25 M (0.82 FT) EAST OF
 DD4447'A SOUTH CAROLINA COASTAL COUNCIL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3461 ***********************************************************************
 DD3461  DESIGNATION -  4140
 DD3461  PID         -  DD3461
 DD3461  STATE/COUNTY-  SC/GEORGETOWN
 DD3461  USGS QUAD   -  NORTH ISLAND (1973)
 DD3461
 DD3461                         *CURRENT SURVEY CONTROL
 DD3461  ___________________________________________________________________
 DD3461* NAD 83(2001)-  33 22 02.46556(N)    079 09 01.78215(W)     ADJUSTED  
 DD3461* NAVD 88     -         5.12   (+/-2cm)      16.8    (feet)  VERTCON   
 DD3461  ___________________________________________________________________
 DD3461  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 DD3461  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3461
 DD3461  HORZ ORDER  -  SECOND
 DD3461  VERT ORDER  -  THIRD ? (See Below)
 DD3461
 DD3461.The horizontal coordinates were established by classical geodetic methods
 DD3461.and adjusted by the National Geodetic Survey in March 2004..
 DD3461
 DD3461.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3461.The vertical order pertains to the NGVD 29 superseded value.
 DD3461
 DD3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3461
 DD3461.The geoid height was determined by GEOID03.
 DD3461
 DD3461;                    North         East     Units Scale Factor Converg.
 DD3461;SPC SC       -   171,657.681   781,680.044   MT  0.99980746   +1 01 31.3
 DD3461;SPC SC       -   563,181.37  2,564,567.07   iFT  0.99980746   +1 01 31.3
 DD3461;UTM  17      - 3,693,540.530   672,065.418   MT  0.99996503   +1 01 03.0
 DD3461
 DD3461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3461!SPC SC       -   1.00000465  x   0.99980746  =   0.99981211
 DD3461!UTM  17      -   1.00000465  x   0.99996503  =   0.99996968
 DD3461
 DD3461                          SUPERSEDED SURVEY CONTROL
 DD3461
 DD3461  NAD 83(1986)-  33 22 02.47533(N)    079 09 01.78546(W) AD(       ) 2
 DD3461  NAD 83(1986)-  33 22 02.47536(N)    079 09 01.78556(W) AD(       ) 3
 DD3461  NGVD 29 (11/30/89)    5.42   (m)           17.8    (f) LEVELING    3  
 DD3461
 DD3461.Superseded values are not recommended for survey control.
 DD3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3461.See file dsdata.txt to determine how the superseded data were derived.
 DD3461
 DD3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7206593541(NAD 83)
 DD3461_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3461_SETTING: 0 = UNSPECIFIED SETTING
 DD3461_STAMPING: 4140 1987
 DD3461_MARK LOGO: SCCC  
 DD3461_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3461+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3461
 DD3461  HISTORY     - Date     Condition        Report By
 DD3461  HISTORY     - 1987     MONUMENTED       SCCC
 DD3461
 DD3461                          STATION DESCRIPTION
 DD3461
 DD3461'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3461'TO REACH THE STATION FROM THE DEBORDIEU BEACH CLUB AT THE INTERSECTION
 DD3461'OF THE ROAD TO THE BEACH CLUB AND LAFAYETTE BOULEVARD, CONTINUE SOUTH
 DD3461'ON LAFAYETTE BOULEVARD FOR (0.65 MI) TO THE BEACH WALKWAY ON THE LEFT,
 DD3461'THE STATION IS LOCATED ON TOP OF THE PRIMARY DUNE.
 DD3461'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3461'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3461'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (10.0 FT) SOUTH
 DD3461'FROM THE WOODEN CROSSOVER ON TOP OF THE DUNES, (64.0 FT) NORTH
 DD3461'NORTHEAST FROM THE NORTHEAST CORNER OF THE WOODEN DECK OF A
 DD3461'THREE-STORY WOOD AND BRICK HOUSE, (68.2 FT) SOUTH SOUTHEAST FROM THE
 DD3461'SOUTHEAST CORNER OF THE WOODEN ENCLOSED PORCH (OF A TWO-STORY WOOD AND
 DD3461'STUCCO HOUSE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4628 ***********************************************************************
 DD4628  DESIGNATION -  4140 B
 DD4628  PID         -  DD4628
 DD4628  STATE/COUNTY-  SC/GEORGETOWN
 DD4628  USGS QUAD   -  NORTH ISLAND (1973)
 DD4628
 DD4628                         *CURRENT SURVEY CONTROL
 DD4628  ___________________________________________________________________
 DD4628* NAD 83(2001)-  33 22 02.75753(N)    079 09 06.05006(W)     ADJUSTED  
 DD4628* NAVD 88     -         2.751  (meters)       9.03   (feet)  ADJUSTED  
 DD4628  ___________________________________________________________________
 DD4628  X           -   1,003,560.917 (meters)                     COMP
 DD4628  Y           -  -5,236,852.581 (meters)                     COMP
 DD4628  Z           -   3,488,046.412 (meters)                     COMP
 DD4628  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DD4628  ELLIP HEIGHT-         -31.99  (meters)          (03/27/03) GPS OBS
 DD4628  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4628  DYNAMIC HT  -           2.748 (meters)       9.02  (feet)  COMP
 DD4628  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 DD4628
 DD4628  HORZ ORDER  -  SECOND
 DD4628  VERT ORDER  -  THIRD
 DD4628  ELLP ORDER  -  FOURTH    CLASS II
 DD4628
 DD4628.The horizontal coordinates were established by GPS observations
 DD4628.and adjusted by the National Geodetic Survey in March 2003..
 DD4628
 DD4628.The orthometric height was determined by differential leveling
 DD4628.and adjusted by the National Geodetic Survey in April 1995..
 DD4628
 DD4628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4628
 DD4628.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4628
 DD4628.The ellipsoidal height was determined by GPS observations
 DD4628.and is referenced to NAD 83.
 DD4628
 DD4628.The geoid height was determined by GEOID03.
 DD4628
 DD4628.The dynamic height is computed by dividing the NAVD 88
 DD4628.geopotential number by the normal gravity value computed on the
 DD4628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4628.degrees latitude (g = 980.6199 gals.).
 DD4628
 DD4628.The modeled gravity was interpolated from observed gravity values.
 DD4628
 DD4628;                    North         East     Units Scale Factor Converg.
 DD4628;SPC SC       -   171,664.699   781,569.592   MT  0.99980746   +1 01 28.9
 DD4628;SPC SC       -   563,204.39  2,564,204.70   iFT  0.99980746   +1 01 28.9
 DD4628;UTM  17      - 3,693,547.565   671,954.950   MT  0.99996456   +1 01 00.6
 DD4628
 DD4628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4628!SPC SC       -   1.00000502  x   0.99980746  =   0.99981248
 DD4628!UTM  17      -   1.00000502  x   0.99996456  =   0.99996958
 DD4628
 DD4628:                Primary Azimuth Mark                     Grid Az
 DD4628:SPC SC       -  4130 B                                   177 00 40.3
 DD4628:UTM  17      -  4130 B                                   177 01 08.6
 DD4628
 DD4628|---------------------------------------------------------------------|
 DD4628| PID    Reference Object                     Distance      Geod. Az  |
 DD4628|                                                           dddmmss.s |
 DD4628| DD4447 4130 B                              448.541 METERS 1780209.2 |
 DD4628|---------------------------------------------------------------------|
 DD4628
 DD4628                          SUPERSEDED SURVEY CONTROL
 DD4628
 DD4628  NAD 83(1995)-  33 22 02.75947(N)    079 09 06.04956(W) AD(       ) 2
 DD4628  ELLIP H (12/20/99)  -32.05   (m)                       GP(       ) 4 1
 DD4628  NAD 83(1986)-  33 22 02.76822(N)    079 09 06.05281(W) AD(       ) 2
 DD4628  NGVD 29 (05/09/91)    3.048  (m)           10.00   (f) ADJUSTED    3 0
 DD4628
 DD4628.Superseded values are not recommended for survey control.
 DD4628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4628.See file dsdata.txt to determine how the superseded data were derived.
 DD4628
 DD4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7195593548(NAD 83)
 DD4628_MARKER: DD = SURVEY DISK
 DD4628_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4628_SP_SET: ALUMINUM ALLOY ROD
 DD4628_STAMPING: 4140 B 1990
 DD4628_MARK LOGO: SCCC  
 DD4628_PROJECTION: RECESSED 15 CENTIMETERS
 DD4628_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4628+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4628_ROD/PIPE-DEPTH: 15.5 meters
 DD4628
 DD4628  HISTORY     - Date     Condition        Report By
 DD4628  HISTORY     - 1990     MONUMENTED       NGS
 DD4628
 DD4628                          STATION DESCRIPTION
 DD4628
 DD4628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4628'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) EAST OF GEORGETOWN AND
 DD4628'7.95 KM (4.94 MI) SOUTH-SOUTHWEST OF PAWLEYS ISLAND.
 DD4628'OWNERSHIP--NORTH INLET CORP. (WALLACE STREET), BOX 1746, GEORGETOWN,
 DD4628'SC 29442, PHONE 803-546-4176.
 DD4628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S. 17
 DD4628'ALTERNATE AND U.S. HIGHWAY 701 IN GEORGETOWN, GO 12.55 KM (7.80 MI)
 DD4628'NORTHEAST ALONG U.S. HIGHWAY 17 TO THE ENTRANCE TO DEBORDIEU COLONY ON
 DD4628'THE RIGHT, TURN RIGHT EAST-SOUTHEAST ON THE ENTRANCE ROAD (LUVAN WAY)
 DD4628'FOR 0.48 KM (0.30 MI) TO THE SECURITY GUARD HOUSE ON THE LEFT,
 DD4628'CONTINUE EAST-SOUTHEAST ON LUVAN WAY FOR 6.2 KM (3.9 MI) TO A FORK,
 DD4628'BEAR RIGHT ON LAFAYETTE BOULEVARD FOR 1.1 KM (0.7 MI) TO THE JUNCTION
 DD4628'OF PROSPECT POINT AND THE STATION ON THE LEFT IN THE MEDIAN.
 DD4628'THE STATION IS LOCATED 9.6 M (31.5 FT) NORTHEAST OF THE EXTENDED
 DD4628'CENTER OF THE SOUTHEAST BOUND LANE OF PROSPECT POINT, 9.4 M
 DD4628'(30.8 FT) NORTHWEST OF THE CENTER OF NORTHEAST BOUND LANES OF
 DD4628'LAFAYETTE BOULEVARD, 6.7 M (22.0 FT) SOUTHEAST OF THE SOUTHWEST BOUND
 DD4628'LANES OF LAFAYETTE BOULEVARD, 2.9 M (9.5 FT) NORTH OF A FIRE HYDRANT
 DD4628'AND 1.6 M (5.2 FT) EAST-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3462 ***********************************************************************
 DD3462  DESIGNATION -  4150
 DD3462  PID         -  DD3462
 DD3462  STATE/COUNTY-  SC/GEORGETOWN
 DD3462  USGS QUAD   -  NORTH ISLAND (1973)
 DD3462
 DD3462                         *CURRENT SURVEY CONTROL
 DD3462  ___________________________________________________________________
 DD3462* NAD 83(2001)-  33 22 24.11753(N)    079 08 57.68150(W)     ADJUSTED  
 DD3462* NAVD 88     -         4.84   (+/-2cm)      15.9    (feet)  VERTCON   
 DD3462  ___________________________________________________________________
 DD3462  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DD3462  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3462
 DD3462  HORZ ORDER  -  SECOND
 DD3462  VERT ORDER  -  THIRD ? (See Below)
 DD3462
 DD3462.The horizontal coordinates were established by classical geodetic methods
 DD3462.and adjusted by the National Geodetic Survey in March 2004..
 DD3462
 DD3462.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3462.The vertical order pertains to the NGVD 29 superseded value.
 DD3462
 DD3462.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3462
 DD3462.The geoid height was determined by GEOID03.
 DD3462
 DD3462;                    North         East     Units Scale Factor Converg.
 DD3462;SPC SC       -   172,326.410   781,774.070   MT  0.99980692   +1 01 33.6
 DD3462;SPC SC       -   565,375.36  2,564,875.56   iFT  0.99980692   +1 01 33.6
 DD3462;UTM  17      - 3,694,209.352   672,159.551   MT  0.99996543   +1 01 05.8
 DD3462
 DD3462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3462!SPC SC       -   1.00000469  x   0.99980692  =   0.99981161
 DD3462!UTM  17      -   1.00000469  x   0.99996543  =   0.99997012
 DD3462
 DD3462                          SUPERSEDED SURVEY CONTROL
 DD3462
 DD3462  NAD 83(1986)-  33 22 24.12728(N)    079 08 57.68485(W) AD(       ) 2
 DD3462  NAD 83(1986)-  33 22 24.12729(N)    079 08 57.68490(W) AD(       ) 3
 DD3462  NGVD 29 (11/30/89)    5.14   (m)           16.9    (f) LEVELING    3  
 DD3462
 DD3462.Superseded values are not recommended for survey control.
 DD3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3462.See file dsdata.txt to determine how the superseded data were derived.
 DD3462
 DD3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7216094209(NAD 83)
 DD3462_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3462_SETTING: 0 = UNSPECIFIED SETTING
 DD3462_STAMPING: 4150 1987
 DD3462_MARK LOGO: SCCC  
 DD3462_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3462+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3462
 DD3462  HISTORY     - Date     Condition        Report By
 DD3462  HISTORY     - 1987     MONUMENTED       SCCC
 DD3462
 DD3462                          STATION DESCRIPTION
 DD3462
 DD3462'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3462'TO REACH THE STATION FROM THE DEBORDIEU BEACH CLUB AT THE INTERSECTION
 DD3462'OF THE ROAD TO THE BEACH CLUB AND LAFAYETTE BOULEVARD, CONTINUE SOUTH
 DD3462'ON LAFAYETTE BOULEVARD FOR (0.20 MI) TO THE INTERSECTION OF PIONEER
 DD3462'COURT, CONTINUE ON PIONEER COURT TO THE BEACH WALKWAY, THE STATION IS
 DD3462'LOCATED AT THE END OF THE WALKWAY ON TOP OF THE PRIMARY DUNE.
 DD3462'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3462'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3462'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (4.0 FT) SOUTH
 DD3462'FROM THE WOODEN CROSSOVER, (83.8 FT) NORTH NORTHEAST FROM THE
 DD3462'NORTHEAST CORNER OF THE STUCCO SPANISH STYLE HOUSE, (42.8 FT) SOUTH
 DD3462'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE WOODEN PORCH (ATTACHED TO
 DD3462'THE PIONEER PLACE VILLAS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4627 ***********************************************************************
 DD4627  DESIGNATION -  4150 B
 DD4627  PID         -  DD4627
 DD4627  STATE/COUNTY-  SC/GEORGETOWN
 DD4627  USGS QUAD   -  NORTH ISLAND (1973)
 DD4627
 DD4627                         *CURRENT SURVEY CONTROL
 DD4627  ___________________________________________________________________
 DD4627* NAD 83(2001)-  33 22 24.74055(N)    079 09 01.33622(W)     ADJUSTED  
 DD4627* NAVD 88     -         2.423  (meters)       7.95   (feet)  ADJUSTED  
 DD4627  ___________________________________________________________________
 DD4627  X           -   1,003,610.424 (meters)                     COMP
 DD4627  Y           -  -5,236,463.512 (meters)                     COMP
 DD4627  Z           -   3,488,611.840 (meters)                     COMP
 DD4627  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 DD4627  ELLIP HEIGHT-         -32.31  (meters)          (03/27/03) GPS OBS
 DD4627  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4627  DYNAMIC HT  -           2.420 (meters)       7.94  (feet)  COMP
 DD4627  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 DD4627
 DD4627  HORZ ORDER  -  SECOND
 DD4627  VERT ORDER  -  THIRD
 DD4627  ELLP ORDER  -  FOURTH    CLASS II
 DD4627
 DD4627.The horizontal coordinates were established by GPS observations
 DD4627.and adjusted by the National Geodetic Survey in March 2003..
 DD4627
 DD4627.The orthometric height was determined by differential leveling
 DD4627.and adjusted by the National Geodetic Survey in April 1995..
 DD4627
 DD4627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4627
 DD4627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4627
 DD4627.The ellipsoidal height was determined by GPS observations
 DD4627.and is referenced to NAD 83.
 DD4627
 DD4627.The geoid height was determined by GEOID03.
 DD4627
 DD4627.The dynamic height is computed by dividing the NAVD 88
 DD4627.geopotential number by the normal gravity value computed on the
 DD4627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4627.degrees latitude (g = 980.6199 gals.).
 DD4627
 DD4627.The modeled gravity was interpolated from observed gravity values.
 DD4627
 DD4627;                    North         East     Units Scale Factor Converg.
 DD4627;SPC SC       -   172,343.907   781,679.288   MT  0.99980690   +1 01 31.6
 DD4627;SPC SC       -   565,432.77  2,564,564.59   iFT  0.99980690   +1 01 31.6
 DD4627;UTM  17      - 3,694,226.865   672,064.756   MT  0.99996502   +1 01 03.8
 DD4627
 DD4627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4627!SPC SC       -   1.00000507  x   0.99980690  =   0.99981197
 DD4627!UTM  17      -   1.00000507  x   0.99996502  =   0.99997009
 DD4627
 DD4627                          SUPERSEDED SURVEY CONTROL
 DD4627
 DD4627  NAD 83(1995)-  33 22 24.74246(N)    079 09 01.33573(W) AD(       ) 2
 DD4627  ELLIP H (12/20/99)  -32.37   (m)                       GP(       ) 4 1
 DD4627  NAD 83(1986)-  33 22 24.75112(N)    079 09 01.33896(W) AD(       ) 2
 DD4627  NGVD 29 (05/09/91)    2.720  (m)            8.92   (f) ADJUSTED    3 0
 DD4627
 DD4627.Superseded values are not recommended for survey control.
 DD4627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4627.See file dsdata.txt to determine how the superseded data were derived.
 DD4627
 DD4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7206594227(NAD 83)
 DD4627_MARKER: DD = SURVEY DISK
 DD4627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4627_SP_SET: ALUMINUM ALLOY ROD
 DD4627_STAMPING: 4150 B 1990
 DD4627_MARK LOGO: SCCC  
 DD4627_PROJECTION: PROJECTING 15 CENTIMETERS
 DD4627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4627+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4627_ROD/PIPE-DEPTH: 10.7 meters
 DD4627
 DD4627  HISTORY     - Date     Condition        Report By
 DD4627  HISTORY     - 1990     MONUMENTED       NGS
 DD4627
 DD4627                          STATION DESCRIPTION
 DD4627
 DD4627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4627'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) EAST OF GEORGETOWN AND
 DD4627'7.2 KM (4.5 MI) SOUTH OF PAWLEYS ISLAND.
 DD4627'OWNERSHIP--NORTH INLET CORP. (WALLACE STREET), P.O. BOX 1746,
 DD4627'GEORGETOWN, SC 29442, PHONE 803-546-4176.
 DD4627'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S. 17
 DD4627'ALTERNATE AND U.S. HIGHWAY 701 IN GEORGETOWN, GO 12.55 KM (7.80 MI)
 DD4627'NORTHEAST ALONG U.S. HIGHWAY 17 TO THE ENTRANCE TO DEBORDIEU COLONY ON
 DD4627'THE RIGHT, TURN RIGHT, EAST-SOUTHEAST, ON THE ENTRANCE ROAD (LUVAN
 DD4627'WAY) FOR 0.48 KM (0.30 MI) TO THE SECURITY GUARD HOUSE ON THE LEFT,
 DD4627'CONTINUE EAST-SOUTHEAST ON LUVAN WAY FOR 6.2 KM (3.9 MI) TO A FORK,
 DD4627'BEAR RIGHT ON LAFAYETTE BOULEVARD FOR 0.4 KM (0.2 MI) TO THE JUNCTION
 DD4627'OF PIONEER COURT LEFT.  NOTE--THERE ARE THREE JUNCTIONS NAMED THE
 DD4627'SAME 0.2 KM (0.1 MI) APART, THE CORRECT JUNCTION IS THE MOST
 DD4627'NORTHEAST 1 OF THE 3.  TURN LEFT AND GO SOUTHEAST FOR 0.16 KM
 DD4627'(0.10 MI) TO A POINT WHERE ROAD TURNS HARD RIGHT AND THE STATION ON
 DD4627'THE LEFT ABOUT ON THE EXTENDED CENTER OF THE NORTHEAST BOUND LANE OF
 DD4627'PIONEER COURT.
 DD4627'THE STATION IS LOCATED 23.5 M (77.1 FT) SOUTHWEST OF THE SOUTHEAST
 DD4627'CORNER OF HOUSE NUMBER 3, 6.2 M (20.3 FT) SOUTHWEST OF THE SOUTHWEST
 DD4627'CORNER OF HIGH VOLTAGE BOX FOR BURIED CABLE, 0.5 M (1.6 FT) SOUTH OF
 DD4627'SOUTH CORNER OF BEACH WALKWAY POST AND 0.25 M (0.82 FT) SOUTHEAST OF
 DD4627'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1010 ***********************************************************************
 DE1010  DESIGNATION -  416
 DE1010  PID         -  DE1010
 DE1010  STATE/COUNTY-  SC/AIKEN
 DE1010  USGS QUAD   -  OAKWOOD (1964)
 DE1010
 DE1010                         *CURRENT SURVEY CONTROL
 DE1010  ___________________________________________________________________
 DE1010* NAD 83(2001)-  33 30 01.83372(N)    081 32 03.63759(W)     ADJUSTED  
 DE1010* NAVD 88     -       126.521  (meters)     415.09   (feet)  ADJUSTED  
 DE1010  ___________________________________________________________________
 DE1010  X           -     783,798.346 (meters)                     COMP
 DE1010  Y           -  -5,266,108.103 (meters)                     COMP
 DE1010  Z           -   3,500,434.209 (meters)                     COMP
 DE1010  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DE1010  ELLIP HEIGHT-          95.68  (meters)          (03/13/03) GPS OBS
 DE1010  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DE1010  DYNAMIC HT  -         126.384 (meters)     414.64  (feet)  COMP
 DE1010  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 DE1010
 DE1010  HORZ ORDER  -  FIRST
 DE1010  VERT ORDER  -  SECOND    CLASS 0
 DE1010  ELLP ORDER  -  FOURTH    CLASS II
 DE1010
 DE1010.The horizontal coordinates were established by GPS observations
 DE1010.and adjusted by the National Geodetic Survey in March 2003..
 DE1010
 DE1010.The orthometric height was determined by differential leveling
 DE1010.and adjusted by the National Geodetic Survey in June 1991..
 DE1010
 DE1010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1010
 DE1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1010
 DE1010.The ellipsoidal height was determined by GPS observations
 DE1010.and is referenced to NAD 83.
 DE1010
 DE1010.The geoid height was determined by GEOID03.
 DE1010
 DE1010.The dynamic height is computed by dividing the NAVD 88
 DE1010.geopotential number by the normal gravity value computed on the
 DE1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1010.degrees latitude (g = 980.6199 gals.).
 DE1010
 DE1010.The modeled gravity was interpolated from observed gravity values.
 DE1010
 DE1010;                    North         East     Units Scale Factor Converg.
 DE1010;SPC SC       -   185,012.110   559,957.960   MT  0.99979798   -0 17 46.5
 DE1010;SPC SC       -   606,995.11  1,837,132.41   iFT  0.99979798   -0 17 46.5
 DE1010;UTM  17      - 3,706,903.437   450,367.285   MT  0.99963037   -0 17 41.8
 DE1010
 DE1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1010!SPC SC       -   0.99998498  x   0.99979798  =   0.99978296
 DE1010!UTM  17      -   0.99998498  x   0.99963037  =   0.99961535
 DE1010
 DE1010                          SUPERSEDED SURVEY CONTROL
 DE1010
 DE1010  NAD 83(1986)-  33 30 01.84251(N)    081 32 03.63416(W) AD(       ) 1
 DE1010  NAD 83(1995)-  33 30 01.83419(N)    081 32 03.63690(W) AD(       ) 1
 DE1010  ELLIP H (11/18/02)   95.71   (m)                       GP(       ) 4 2
 DE1010  NAVD 88 (11/18/02)  126.56   (m)          415.2    (f) LEVELING    3  
 DE1010  NGVD 29 (??/??/92)  126.780  (m)          415.94   (f) ADJ UNCH    2 0
 DE1010
 DE1010.Superseded values are not recommended for survey control.
 DE1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1010.See file dsdata.txt to determine how the superseded data were derived.
 DE1010
 DE1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5036706903(NAD 83)
 DE1010_MARKER: P = PIPE CAP
 DE1010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1010_STAMPING: 416
 DE1010_MARK LOGO: USGS  
 DE1010_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1010+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 DE1010
 DE1010  HISTORY     - Date     Condition        Report By
 DE1010  HISTORY     - 1919     MONUMENTED       USGS
 DE1010  HISTORY     - 1935     GOOD             NGS
 DE1010  HISTORY     - 1936     GOOD             NGS
 DE1010  HISTORY     - 20000913 GOOD             SCGS
 DE1010
 DE1010                          STATION DESCRIPTION
 DE1010
 DE1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DE1010'1.9 MI NW FROM WINDSOR.
 DE1010'U.S.G.S. 416 1919 IS LOCATED 1.9 MILES NORTHWEST OF THE SOUTHERN
 DE1010'RAILWAY DEPOT AT WINDSOR, AT APICA SIDING, 56.0 FEET NORTH OF A
 DE1010'FARM ROAD CROSSING, 40.0 FEET NORTH OF SWITCH STAND, 24.0 FEET
 DE1010'NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK.  IRON POST WITH CAP
 DE1010'STANDING ABOUT 1 FOOT ABOVE GROUND, MARK IS IN GOOD CONDITION.
 DE1010
 DE1010                          STATION RECOVERY (1936)
 DE1010
 DE1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 DE1010'RECOVERED IN GOOD CONDITION.
 DE1010
 DE1010                          STATION RECOVERY (2000)
 DE1010
 DE1010'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE1010'STATION IS LOCATED 9.5 MILES (15.3 KM) NORTHWEST OF WILLISTON, 11.5
 DE1010'MILES (18.5 KM) SOUTHEAST OF AIKEN.  OWNERSHIP--ABANDONED PROPERTY OF
 DE1010'THE SOUTHERN RAILWAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE1010'HIGHWAY 781 AND U.S.  HIGHWAY 78, 3.3 MILES (5.3 KM) NORTHWEST OF
 DE1010'WILLISTON, GO NORTHWEST ON HIGHWAY 78 FOR 5.0 MILES (8.0 KM) TO THE
 DE1010'JUNCTION OF STATE ROAD 54 IN WINDSOR, CONTINUE ON HIGHWAY 78 FOR 1.85
 DE1010'MILES (2.98 KM) TO THE STATION ON THE LEFT IN THE NORTHWEST ANGLE OF A
 DE1010'DIRT DRIVE LEADING WEST OVER AN ABANDONED RAILROAD BED. STATION IS A
 DE1010'PIPE CAP ATTACHED TO A METAL PIPE PROJECTING 0.6 FOOT (18.3 CM) AND
 DE1010'1.5 FOOT (0.5 M) ABOVE THE HIGHWAY, 25.4 FEET (7.7 M) EAST NORTHEAST
 DE1010'OF THE CENTER OF THE RAILROAD BED, 79.9 FEET (24.4 M) WEST SOUTHWEST
 DE1010'OF THE CENTER OF THE HIGHWAY, 41.1 FEET (12.5 M) NORTH NORTHWEST OF A
 DE1010'FIELD ACCESS ROAD LEADING WEST, 0.6 FOOT (18.3 CM) SOUTH SOUTHEAST OF
 DE1010'A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3463 ***********************************************************************
 DD3463  DESIGNATION -  4160
 DD3463  PID         -  DD3463
 DD3463  STATE/COUNTY-  SC/GEORGETOWN
 DD3463  USGS QUAD   -  WAVERLY MILLS (1973)
 DD3463
 DD3463                         *CURRENT SURVEY CONTROL
 DD3463  ___________________________________________________________________
 DD3463* NAD 83(2001)-  33 22 46.96627(N)    079 08 51.62404(W)     ADJUSTED  
 DD3463* NAVD 88     -         6.84   (+/-2cm)      22.4    (feet)  VERTCON   
 DD3463  ___________________________________________________________________
 DD3463  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DD3463  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3463
 DD3463  HORZ ORDER  -  SECOND
 DD3463  VERT ORDER  -  THIRD ? (See Below)
 DD3463
 DD3463.The horizontal coordinates were established by classical geodetic methods
 DD3463.and adjusted by the National Geodetic Survey in March 2004..
 DD3463
 DD3463.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3463.The vertical order pertains to the NGVD 29 superseded value.
 DD3463
 DD3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3463
 DD3463.The geoid height was determined by GEOID03.
 DD3463
 DD3463;                    North         East     Units Scale Factor Converg.
 DD3463;SPC SC       -   173,032.904   781,917.983   MT  0.99980636   +1 01 36.9
 DD3463;SPC SC       -   567,693.25  2,565,347.71   iFT  0.99980636   +1 01 36.9
 DD3463;UTM  17      - 3,694,915.940   672,303.580   MT  0.99996604   +1 01 09.7
 DD3463
 DD3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3463!SPC SC       -   1.00000438  x   0.99980636  =   0.99981074
 DD3463!UTM  17      -   1.00000438  x   0.99996604  =   0.99997042
 DD3463
 DD3463                          SUPERSEDED SURVEY CONTROL
 DD3463
 DD3463  NAD 83(1986)-  33 22 46.97619(N)    079 08 51.62738(W) AD(       ) 2
 DD3463  NAD 83(1986)-  33 22 46.97619(N)    079 08 51.62739(W) AD(       ) 3
 DD3463  NGVD 29 (11/30/89)    7.14   (m)           23.4    (f) LEVELING    3  
 DD3463
 DD3463.Superseded values are not recommended for survey control.
 DD3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3463.See file dsdata.txt to determine how the superseded data were derived.
 DD3463
 DD3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7230494916(NAD 83)
 DD3463_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3463_SETTING: 0 = UNSPECIFIED SETTING
 DD3463_STAMPING: 4160 1987
 DD3463_MARK LOGO: SCCC  
 DD3463_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3463+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3463
 DD3463  HISTORY     - Date     Condition        Report By
 DD3463  HISTORY     - 1987     MONUMENTED       SCCC
 DD3463
 DD3463                          STATION DESCRIPTION
 DD3463
 DD3463'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3463'TO REACH THE STATION FROM THE POOL AND CLUBHOUSE AT DEBORDIEU COLONY
 DD3463'SUBDIVISION, CONTINUE NORTHEAST ALONG THE BEACH FOR (0.28 MI) TO THE
 DD3463'STATION ON THE LEFT LOCATED ON TOP OF THE SECONDARY DUNE.
 DD3463'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3463'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3463'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4626 ***********************************************************************
 DD4626  DESIGNATION -  4160 B
 DD4626  PID         -  DD4626
 DD4626  STATE/COUNTY-  SC/GEORGETOWN
 DD4626  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4626
 DD4626                         *CURRENT SURVEY CONTROL
 DD4626  ___________________________________________________________________
 DD4626* NAD 83(2001)-  33 22 47.77246(N)    079 08 54.41728(W)     ADJUSTED  
 DD4626* NAVD 88     -         2.116  (meters)       6.94   (feet)  ADJUSTED  
 DD4626  ___________________________________________________________________
 DD4626  X           -   1,003,712.533 (meters)                     COMP
 DD4626  Y           -  -5,236,046.201 (meters)                     COMP
 DD4626  Z           -   3,489,204.218 (meters)                     COMP
 DD4626  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DD4626  ELLIP HEIGHT-         -32.62  (meters)          (03/27/03) GPS OBS
 DD4626  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD4626  DYNAMIC HT  -           2.114 (meters)       6.94  (feet)  COMP
 DD4626  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DD4626
 DD4626  HORZ ORDER  -  SECOND
 DD4626  VERT ORDER  -  THIRD
 DD4626  ELLP ORDER  -  FOURTH    CLASS II
 DD4626
 DD4626.The horizontal coordinates were established by GPS observations
 DD4626.and adjusted by the National Geodetic Survey in March 2003..
 DD4626
 DD4626.The orthometric height was determined by differential leveling
 DD4626.and adjusted by the National Geodetic Survey in April 1995..
 DD4626
 DD4626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4626
 DD4626.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4626
 DD4626.The ellipsoidal height was determined by GPS observations
 DD4626.and is referenced to NAD 83.
 DD4626
 DD4626.The geoid height was determined by GEOID03.
 DD4626
 DD4626.The dynamic height is computed by dividing the NAVD 88
 DD4626.geopotential number by the normal gravity value computed on the
 DD4626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4626.degrees latitude (g = 980.6199 gals.).
 DD4626
 DD4626.The modeled gravity was interpolated from observed gravity values.
 DD4626
 DD4626;                    North         East     Units Scale Factor Converg.
 DD4626;SPC SC       -   173,056.440   781,845.365   MT  0.99980634   +1 01 35.4
 DD4626;SPC SC       -   567,770.47  2,565,109.47   iFT  0.99980634   +1 01 35.4
 DD4626;UTM  17      - 3,694,939.489   672,230.954   MT  0.99996573   +1 01 08.2
 DD4626
 DD4626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4626!SPC SC       -   1.00000512  x   0.99980634  =   0.99981146
 DD4626!UTM  17      -   1.00000512  x   0.99996573  =   0.99997085
 DD4626
 DD4626                          SUPERSEDED SURVEY CONTROL
 DD4626
 DD4626  NAD 83(1995)-  33 22 47.77434(N)    079 08 54.41680(W) AD(       ) 2
 DD4626  ELLIP H (12/20/99)  -32.69   (m)                       GP(       ) 4 1
 DD4626  NAD 83(1986)-  33 22 47.78289(N)    079 08 54.42003(W) AD(       ) 2
 DD4626  NGVD 29 (05/09/91)    2.413  (m)            7.92   (f) ADJUSTED    3 0
 DD4626
 DD4626.Superseded values are not recommended for survey control.
 DD4626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4626.See file dsdata.txt to determine how the superseded data were derived.
 DD4626
 DD4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7223194939(NAD 83)
 DD4626_MARKER: DD = SURVEY DISK
 DD4626_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4626_SP_SET: ALUMINUM ALLOY ROD
 DD4626_STAMPING: 4160 B 1990
 DD4626_MARK LOGO: SCCC  
 DD4626_PROJECTION: PROJECTING 15 CENTIMETERS
 DD4626_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4626+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4626_ROD/PIPE-DEPTH: 12.0 meters
 DD4626
 DD4626  HISTORY     - Date     Condition        Report By
 DD4626  HISTORY     - 1990     MONUMENTED       NGS
 DD4626
 DD4626                          STATION DESCRIPTION
 DD4626
 DD4626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4626'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) EAST OF GEORGETOWN AND
 DD4626'6.6 KM (4.1 MI) SOUTH-SOUTHWEST OF PAWLEYS ISLAND.
 DD4626'OWNERSHIP--NORTH INLET CORP. (WALLACE STREET), P.O. BOX 1746,
 DD4626'GEORGETOWN, SC 29442, PHONE 803-546-4176.
 DD4626'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S. 17
 DD4626'ALTERNATE AND U.S. HIGHWAY 701 IN GEORGETOWN, GO 12.55 KM (7.80 MI)
 DD4626'NORTHEAST ALONG U.S. HIGHWAY 17 TO THE ENTRANCE TO DEBORDIEU COLONY ON
 DD4626'THE RIGHT, TURN RIGHT, EAST-SOUTHEAST, ON THE ENTRANCE ROAD (LUVAN
 DD4626'WAY) FOR 0.48 KM (0.30 MI) TO THE SECURITY GUARD HOUSE ON THE LEFT,
 DD4626'CONTINUE EAST-SOUTHEAST ON LUVAN WAY FOR 6.2 KM (3.9 MI) TO A FORK.
 DD4626'TAKE LEFT FORK, STRAIGHT AHEAD FOR 0.08 KM (0.05 MI) TO A STOP SIGN.
 DD4626'TURN LEFT AND GO NORTH, ENTERING OCEAN PARK, FOR 0.32 KM (0.20 MI) TO
 DD4626'THE END OF THE PAVEMENT.  TURN RIGHT AND GO EAST ON A SAND ROAD FOR
 DD4626'0.15 KM (0.09 MI) TO THE JUNCTION OF A SAND ROAD LEFT.  TURN LEFT AND
 DD4626'GO NORTH FOR 0.08 KM (0.05 MI) TO A CHAIN GATE.  PASS THRU GATE AND
 DD4626'CONTINUE AHEAD ON SAND ROAD FOR 0.08 KM (0.05 MI) TO STATION ON THE
 DD4626'RIGHT IN A SMALL CLEARING.
 DD4626'THE STATION IS LOCATED 19.8 M (65.0 FT) SOUTHEAST OF CENTER OF ROAD
 DD4626'AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3464 ***********************************************************************
 DD3464  DESIGNATION -  4170
 DD3464  PID         -  DD3464
 DD3464  STATE/COUNTY-  SC/GEORGETOWN
 DD3464  USGS QUAD   -  WAVERLY MILLS (1973)
 DD3464
 DD3464                         *CURRENT SURVEY CONTROL
 DD3464  ___________________________________________________________________
 DD3464* NAD 83(2001)-  33 23 06.40399(N)    079 08 44.63804(W)     ADJUSTED  
 DD3464* NAVD 88     -         6.16   (+/-2cm)      20.2    (feet)  VERTCON   
 DD3464  ___________________________________________________________________
 DD3464  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DD3464  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3464
 DD3464  HORZ ORDER  -  SECOND
 DD3464  VERT ORDER  -  THIRD ? (See Below)
 DD3464
 DD3464.The horizontal coordinates were established by classical geodetic methods
 DD3464.and adjusted by the National Geodetic Survey in March 2004..
 DD3464
 DD3464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3464.The vertical order pertains to the NGVD 29 superseded value.
 DD3464
 DD3464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3464
 DD3464.The geoid height was determined by GEOID03.
 DD3464
 DD3464;                    North         East     Units Scale Factor Converg.
 DD3464;SPC SC       -   173,634.780   782,087.747   MT  0.99980589   +1 01 40.8
 DD3464;SPC SC       -   569,667.91  2,565,904.68   iFT  0.99980589   +1 01 40.8
 DD3464;UTM  17      - 3,695,517.890   672,473.450   MT  0.99996676   +1 01 14.1
 DD3464
 DD3464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3464!SPC SC       -   1.00000449  x   0.99980589  =   0.99981038
 DD3464!UTM  17      -   1.00000449  x   0.99996676  =   0.99997125
 DD3464
 DD3464                          SUPERSEDED SURVEY CONTROL
 DD3464
 DD3464  NAD 83(1986)-  33 23 06.41405(N)    079 08 44.64132(W) AD(       ) 2
 DD3464  NAD 83(1986)-  33 23 06.41406(N)    079 08 44.64132(W) AD(       ) 3
 DD3464  NGVD 29 (11/30/89)    6.46   (m)           21.2    (f) LEVELING    3  
 DD3464
 DD3464.Superseded values are not recommended for survey control.
 DD3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3464.See file dsdata.txt to determine how the superseded data were derived.
 DD3464
 DD3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7247395518(NAD 83)
 DD3464_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3464_SETTING: 0 = UNSPECIFIED SETTING
 DD3464_STAMPING: 4170 1987
 DD3464_MARK LOGO: SCCC  
 DD3464_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3464+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3464
 DD3464  HISTORY     - Date     Condition        Report By
 DD3464  HISTORY     - 1987     MONUMENTED       SCCC
 DD3464
 DD3464                          STATION DESCRIPTION
 DD3464
 DD3464'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3464'TO REACH THE STATION FROM THE POOL AND CLUBHOUSE AT DEBORDIEU COLONY
 DD3464'SUBDIVISION, CONTINUE NORTHEAST ALONG THE BEACH FOR (0.67 MI) TO THE
 DD3464'STATION ON THE LEFT LOCATED ON TOP OF THE SECONDARY DUNE.
 DD3464'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3464'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3464'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4446 ***********************************************************************
 DD4446  DESIGNATION -  4170 B
 DD4446  PID         -  DD4446
 DD4446  STATE/COUNTY-  SC/GEORGETOWN
 DD4446  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4446
 DD4446                         *CURRENT SURVEY CONTROL
 DD4446  ___________________________________________________________________
 DD4446* NAD 83(2001)-  33 23 07.48638(N)    079 08 45.18452(W)     ADJUSTED  
 DD4446* NAVD 88     -         4.126  (meters)      13.54   (feet)  ADJUSTED  
 DD4446  ___________________________________________________________________
 DD4446  X           -   1,003,884.291 (meters)                     COMP
 DD4446  Y           -  -5,235,674.702 (meters)                     COMP
 DD4446  Z           -   3,489,712.470 (meters)                     COMP
 DD4446  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DD4446  ELLIP HEIGHT-         -30.62  (meters)          (03/27/03) GPS OBS
 DD4446  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD4446  DYNAMIC HT  -           4.121 (meters)      13.52  (feet)  COMP
 DD4446  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DD4446
 DD4446  HORZ ORDER  -  FIRST
 DD4446  VERT ORDER  -  FIRST     CLASS II
 DD4446  ELLP ORDER  -  FOURTH    CLASS II
 DD4446
 DD4446.The horizontal coordinates were established by GPS observations
 DD4446.and adjusted by the National Geodetic Survey in March 2003..
 DD4446
 DD4446.The orthometric height was determined by differential leveling
 DD4446.and adjusted by the National Geodetic Survey in June 1991..
 DD4446
 DD4446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4446
 DD4446.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4446
 DD4446.The ellipsoidal height was determined by GPS observations
 DD4446.and is referenced to NAD 83.
 DD4446
 DD4446.The geoid height was determined by GEOID03.
 DD4446
 DD4446.The dynamic height is computed by dividing the NAVD 88
 DD4446.geopotential number by the normal gravity value computed on the
 DD4446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4446.degrees latitude (g = 980.6199 gals.).
 DD4446
 DD4446.The modeled gravity was interpolated from observed gravity values.
 DD4446
 DD4446;                    North         East     Units Scale Factor Converg.
 DD4446;SPC SC       -   173,667.861   782,073.030   MT  0.99980586   +1 01 40.5
 DD4446;SPC SC       -   569,776.45  2,565,856.40   iFT  0.99980586   +1 01 40.5
 DD4446;UTM  17      - 3,695,550.979   672,458.735   MT  0.99996670   +1 01 13.8
 DD4446
 DD4446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4446!SPC SC       -   1.00000481  x   0.99980586  =   0.99981067
 DD4446!UTM  17      -   1.00000481  x   0.99996670  =   0.99997151
 DD4446
 DD4446                          SUPERSEDED SURVEY CONTROL
 DD4446
 DD4446  NAD 83(1995)-  33 23 07.48827(N)    079 08 45.18404(W) AD(       ) 1
 DD4446  ELLIP H (12/20/99)  -30.68   (m)                       GP(       ) 4 1
 DD4446  NAD 83(1986)-  33 23 07.49691(N)    079 08 45.18727(W) AD(       ) 1
 DD4446  NGVD 29 (05/09/91)    4.423  (m)           14.51   (f) ADJUSTED    1 2
 DD4446
 DD4446.Superseded values are not recommended for survey control.
 DD4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4446.See file dsdata.txt to determine how the superseded data were derived.
 DD4446
 DD4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7245995551(NAD 83)
 DD4446_MARKER: I = METAL ROD
 DD4446_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DD4446_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DD4446_STAMPING: 4170 B 1990
 DD4446_MARK LOGO: NGS   
 DD4446_PROJECTION: PROJECTING 15 CENTIMETERS
 DD4446_MAGNETIC: I = MARKER IS A STEEL ROD
 DD4446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4446+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD4446_ROD/PIPE-DEPTH: 11.6 meters
 DD4446_SLEEVE-DEPTH  : 0.9 meters
 DD4446
 DD4446  HISTORY     - Date     Condition        Report By
 DD4446  HISTORY     - 1990     MONUMENTED       NGS
 DD4446  HISTORY     - 19900505 GOOD             NGS
 DD4446  HISTORY     - 19900924 GOOD             NGS
 DD4446
 DD4446                          STATION DESCRIPTION
 DD4446
 DD4446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4446'11.2 KM (6.96 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD4446'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 6.5 KM (4.04
 DD4446'MI) EASTERLY ALONG THE DEBORDIEU COLONY CLUB ENTRANCE ROAD (LUVAN
 DD4446'WAY), THENCE 0.1 KM (0.06 MI) EASTERLY ALONG A PAVED ROAD, THENCE 0.3
 DD4446'KM (0.19 MI) NORTHERLY ALONG A PAVED ROAD LEADING TO OCEAN PARK,
 DD4446'THENCE 0.1 KM (0.06 MI) EASTERLY ALONG A SAND ROAD, THENCE 0.9 KM
 DD4446'(0.56 MI) NORTHERLY ALONG A SAND ROAD, 20.3 M (66.60 FT) NORTHWEST OF
 DD4446'THE TOP OF THE DUNES, 12.4 M (40.68 FT) SOUTHEAST OF THE CENTER OF
 DD4446'THE ROAD, 2.4 M (7.87 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M
 DD4446'(0.66 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 DD4446'POINT IS THROUGH A 5-INCH LOGO CAP.
 DD4446
 DD4446                          STATION RECOVERY (1990)
 DD4446
 DD4446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4446'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) EAST OF GEORGETOWN AND
 DD4446'5.85 KM (3.64 MI) SOUTH-SOUTHWEST OF PAWLEYS ISLAND.
 DD4446'OWNERSHIP--NORTH INLET CORP. (WALLACE STREET), P.O. BOX 1746,
 DD4446'GEORGETOWN, SC 29442, PHONE 803-546-4176.
 DD4446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S. 17
 DD4446'ALTERNATE AND U.S. HIGHWAY 701 IN GEORGETOWN, GO 12.55 KM (7.80 MI)
 DD4446'NORTHEAST ALONG U.S. HIGHWAY 17 TO THE ENTRANCE TO DEBORDIEU COLONY ON
 DD4446'THE RIGHT, TURN RIGHT, EAST-SOUTHEAST, ON THE ENTRANCE ROAD (LUVAN
 DD4446'WAY) FOR 0.48 KM (0.30 MI) TO THE SECURITY GUARD HOUSE ON THE LEFT,
 DD4446'CONTINUE EAST-SOUTHEAST ON LUVAN WAY FOR 6.2 KM (3.9 MI) TO A FORK.
 DD4446'TAKE LEFT FORK, STRAIGHT AHEAD, FOR 0.08 KM (0.05 MI) TO A STOP SIGN.
 DD4446'TURN LEFT AND GO NORTH, ENTERING OCEAN PARK, FOR 0.32 KM (0.20 MI) TO
 DD4446'THE END OF THE PAVEMENT.  TURN RIGHT AND GO EAST ON A SAND ROAD FOR
 DD4446'0.15 KM (0.09 MI) TO THE JUNCTION OF A SAND ROAD LEFT.  TURN LEFT AND
 DD4446'GO NORTH FOR 0.08 KM (0.05 MI) TO A CHAIN GATE.  PASS THRU GATE AND
 DD4446'CONTINUE AHEAD ON SAND ROAD FOR 0.8 KM (0.5 MI) TO STATION ON THE
 DD4446'RIGHT.
 DD4446'THE STATION IS LOCATED 20.3 M (66.6 FT) NORTHWEST FROM TOP OF SAND
 DD4446'DUNE, 12.4 M (40.7 FT) SOUTHEAST OF CENTER OF ROAD, 0.2 M (0.7 FT)
 DD4446'NORTHWEST OF A WITNESS POST AND 2.4 M (7.9 FT) ABOVE CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3465 ***********************************************************************
 DD3465  DESIGNATION -  4180
 DD3465  PID         -  DD3465
 DD3465  STATE/COUNTY-  SC/GEORGETOWN
 DD3465  USGS QUAD   -  WAVERLY MILLS (1973)
 DD3465
 DD3465                         *CURRENT SURVEY CONTROL
 DD3465  ___________________________________________________________________
 DD3465* NAD 83(2001)-  33 23 26.27877(N)    079 08 36.35884(W)     ADJUSTED  
 DD3465* NAVD 88     -         6.112  (meters)      20.05   (feet)  ADJUSTED  
 DD3465  ___________________________________________________________________
 DD3465  X           -   1,004,048.617 (meters)                     COMP
 DD3465  Y           -  -5,235,320.468 (meters)                     COMP
 DD3465  Z           -   3,490,196.981 (meters)                     COMP
 DD3465  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DD3465  ELLIP HEIGHT-         -28.63  (meters)          (03/27/03) GPS OBS
 DD3465  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3465  DYNAMIC HT  -           6.106 (meters)      20.03  (feet)  COMP
 DD3465  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 DD3465
 DD3465  HORZ ORDER  -  THIRD
 DD3465  VERT ORDER  -  THIRD
 DD3465  ELLP ORDER  -  FOURTH    CLASS II
 DD3465
 DD3465.The horizontal coordinates were established by classical geodetic methods
 DD3465.and adjusted by the National Geodetic Survey in March 2003..
 DD3465
 DD3465.The orthometric height was determined by differential leveling
 DD3465.and adjusted by the National Geodetic Survey in April 1995..
 DD3465
 DD3465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3465
 DD3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3465
 DD3465.The ellipsoidal height was determined by GPS observations
 DD3465.and is referenced to NAD 83.
 DD3465
 DD3465.The geoid height was determined by GEOID03.
 DD3465
 DD3465.The dynamic height is computed by dividing the NAVD 88
 DD3465.geopotential number by the normal gravity value computed on the
 DD3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3465.degrees latitude (g = 980.6199 gals.).
 DD3465
 DD3465.The modeled gravity was interpolated from observed gravity values.
 DD3465
 DD3465;                    North         East     Units Scale Factor Converg.
 DD3465;SPC SC       -   174,250.719   782,290.657   MT  0.99980542   +1 01 45.4
 DD3465;SPC SC       -   571,688.71  2,566,570.40   iFT  0.99980542   +1 01 45.4
 DD3465;UTM  17      - 3,696,133.903   672,676.472   MT  0.99996762   +1 01 19.2
 DD3465
 DD3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3465!SPC SC       -   1.00000449  x   0.99980542  =   0.99980991
 DD3465!UTM  17      -   1.00000449  x   0.99996762  =   0.99997211
 DD3465
 DD3465                          SUPERSEDED SURVEY CONTROL
 DD3465
 DD3465  NAD 83(1995)-  33 23 26.28062(N)    079 08 36.35840(W) AD(       ) 3
 DD3465  ELLIP H (12/20/99)  -28.69   (m)                       GP(       ) 4 1
 DD3465  NAD 83(1986)-  33 23 26.28893(N)    079 08 36.36195(W) AD(       ) 3
 DD3465  NGVD 29 (05/09/91)    6.409  (m)           21.03   (f) ADJUSTED    3 0
 DD3465
 DD3465.Superseded values are not recommended for survey control.
 DD3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3465.See file dsdata.txt to determine how the superseded data were derived.
 DD3465
 DD3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7267696134(NAD 83)
 DD3465_MARKER: DD = SURVEY DISK
 DD3465_SETTING: 0 = UNSPECIFIED SETTING
 DD3465_STAMPING: 4180 1987
 DD3465_MARK LOGO: SCCC  
 DD3465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3465+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD3465
 DD3465  HISTORY     - Date     Condition        Report By
 DD3465  HISTORY     - 1987     MONUMENTED       SCCC
 DD3465  HISTORY     - 19900920 GOOD             NGS
 DD3465
 DD3465                          STATION DESCRIPTION
 DD3465
 DD3465'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3465'TO REACH THE STATION FROM THE POOL AND CLUBHOUSE AT DEBORDIEU COLONY
 DD3465'SUBDIVISION, CONTINUE NORTHEAST ALONG THE BEACH FOR (1.08 MI) TO THE
 DD3465'STATION ON THE LEFT LOCATED ON TOP OF THE SECONDARY DUNE.
 DD3465'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3465'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3465'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3465
 DD3465                          STATION RECOVERY (1990)
 DD3465
 DD3465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3465'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) EAST OF GEORGETOWN AND
 DD3465'5.30 KM (3.29 MI) SOUTH-SOUTHWEST OF PAWLEYS ISLAND.
 DD3465'OWNERSHIP--NORTH INLET CORP. (WALLACE STREET), P.O. BOX 1746,
 DD3465'GEORGETOWN, SC 29442, PHONE 803-546-4176.
 DD3465'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S. 17
 DD3465'ALTERNATE AND U.S. HIGHWAY 701 IN GEORGETOWN, GO 12.55 KM (7.80 MI)
 DD3465'NORTHEAST ALONG U.S. HIGHWAY 17 TO THE ENTRANCE TO DEBORDIEU COLONY ON
 DD3465'THE RIGHT, TURN RIGHT, EAST-SOUTHEAST, ON THE ENTRANCE ROAD (LUVAN
 DD3465'WAY) FOR 0.48 KM (0.30 MI) TO THE SECURITY GUARD HOUSE ON THE LEFT,
 DD3465'CONTINUE EAST-SOUTHEAST ON LUVAN WAY FOR 6.2 KM (3.9 MI) TO A FORK.
 DD3465'TAKE LEFT FORK, STRAIGHT AHEAD, FOR 0.08 KM (0.05 MI) TO A STOP SIGN.
 DD3465'TURN LEFT AND GO NORTH, ENTERING OCEAN PARK, FOR 0.32 KM (0.20 MI) TO
 DD3465'THE END OF THE PAVEMENT.  TURN RIGHT AND GO EAST ON A SAND ROAD FOR
 DD3465'0.15 KM (0.09 MI) TO THE JUNCTION OF A SAND ROAD LEFT.  TURN LEFT AND
 DD3465'GO NORTH FOR 0.08 KM (0.05 MI) TO A CHAIN GATE.  PASS THRU GATE AND
 DD3465'CONTINUE AHEAD ON SAND ROAD FOR 1.37 KM (0.85 MI) TO STATION ON THE
 DD3465'RIGHT ON TOP OF A SAND DUNE.
 DD3465'THE STATION IS A BERNTSEN BREAK AWAY MONUMENT LOCATED 115.0 M
 DD3465'(377.3 FT) SOUTHWEST OF THE WEST END OF A ROW OF PILINGS LEADING INTO
 DD3465'THE ATLANTIC OCEAN, 35.4 M (116.1 FT) EAST-SOUTHEAST OF THE CENTER OF
 DD3465'THE ROAD, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) EAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0637 ***********************************************************************
 DD0637  DESIGNATION -  42
 DD0637  PID         -  DD0637
 DD0637  STATE/COUNTY-  SC/WILLIAMSBURG
 DD0637  USGS QUAD   -  GREELEYVILLE (1990)
 DD0637
 DD0637                         *CURRENT SURVEY CONTROL
 DD0637  ___________________________________________________________________
 DD0637* NAD 83(1986)-  33 31 39.     (N)    079 52 44.     (W)     SCALED    
 DD0637* NAVD 88     -        20.24   (+/-2cm)      66.4    (feet)  VERTCON   
 DD0637  ___________________________________________________________________
 DD0637  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DD0637
 DD0637  VERT ORDER  -  ? (See Below)
 DD0637
 DD0637.The horizontal coordinates were scaled from a topographic map and have
 DD0637.an estimated accuracy of +/- 6 seconds.
 DD0637
 DD0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD0637.The vertical order pertains to the NGVD 29 superseded value.
 DD0637
 DD0637.The geoid height was determined by GEOID03.
 DD0637
 DD0637;                    North         East    Units  Estimated Accuracy
 DD0637;SPC SC       -   188,440.      713,720.      MT  (+/- 180 meters Scaled)
 DD0637
 DD0637                          SUPERSEDED SURVEY CONTROL
 DD0637
 DD0637  NGVD 29 (??/??/92)   20.535  (m)           67.37   (f) ADJ UNCH    ?  
 DD0637
 DD0637.Superseded values are not recommended for survey control.
 DD0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0637.See file dsdata.txt to determine how the superseded data were derived.
 DD0637
 DD0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT041103(NAD 83)
 DD0637_MARKER: Z = SEE DESCRIPTION
 DD0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0637_SP_SET: RAILROAD SIGNAL
 DD0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0637
 DD0637  HISTORY     - Date     Condition        Report By
 DD0637  HISTORY     - UNK      MONUMENTED       CGS
 DD0637  HISTORY     - 1935     GOOD             NGS
 DD0637
 DD0637                          STATION DESCRIPTION
 DD0637
 DD0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DD0637'0.5 MI N FROM LANES.
 DD0637'0.5 MILE NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM LANES,
 DD0637'WILLIAMSBURG COUNTY, AT SEMAPHORE 3411, AND ON THE TOP OF THE
 DD0637'SOUTHWEST CORNER OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1297 ***********************************************************************
 CK1297  DESIGNATION -  42
 CK1297  PID         -  CK1297
 CK1297  STATE/COUNTY-  SC/CHARLESTON
 CK1297  USGS QUAD   -  JACKSONBORO (1979)
 CK1297
 CK1297                         *CURRENT SURVEY CONTROL
 CK1297  ___________________________________________________________________
 CK1297* NAD 83(1986)-  32 45 33.     (N)    080 23 45.     (W)     SCALED    
 CK1297* NAVD 88     -         5.670  (meters)      18.60   (feet)  POSTED    
 CK1297  ___________________________________________________________________
 CK1297  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 CK1297  DYNAMIC HT  -           5.660 (meters)      18.57  (feet)  COMP
 CK1297  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 CK1297
 CK1297  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CK1297
 CK1297.The horizontal coordinates were scaled from a topographic map and have
 CK1297.an estimated accuracy of +/- 6 seconds.
 CK1297
 CK1297.The orthometric height was determined by differential leveling
 CK1297.and adjusted by the National Geodetic Survey in 1992..
 CK1297.No vertical observational check was made to the station.
 CK1297.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CK1297.was located on a no-check spur therefore a value was not computed.
 CK1297
 CK1297.The geoid height was determined by GEOID03.
 CK1297
 CK1297.The dynamic height is computed by dividing the NAVD 88
 CK1297.geopotential number by the normal gravity value computed on the
 CK1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1297.degrees latitude (g = 980.6199 gals.).
 CK1297
 CK1297.The modeled gravity was interpolated from observed gravity values.
 CK1297
 CK1297;                    North         East    Units  Estimated Accuracy
 CK1297;SPC SC       -   102,840.      666,210.      MT  (+/- 180 meters Scaled)
 CK1297
 CK1297                          SUPERSEDED SURVEY CONTROL
 CK1297
 CK1297  NGVD 29 (??/??/92)    5.974  (m)           19.60   (f) ADJ UNCH    1 2
 CK1297
 CK1297.Superseded values are not recommended for survey control.
 CK1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1297.See file dsdata.txt to determine how the superseded data were derived.
 CK1297
 CK1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS565247(NAD 83)
 CK1297_MARKER: Z = SEE DESCRIPTION
 CK1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1297+STABILITY: SURFACE MOTION
 CK1297
 CK1297  HISTORY     - Date     Condition        Report By
 CK1297  HISTORY     - UNK      MONUMENTED       SCHD
 CK1297  HISTORY     - 1961     MARK NOT FOUND   NGS
 CK1297  HISTORY     - 1974     MARK NOT FOUND   NGS
 CK1297  HISTORY     - 1979     MARK NOT FOUND   DMA
 CK1297
 CK1297                          STATION DESCRIPTION
 CK1297
 CK1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1297'AT PARKERS FERRY.
 CK1297'AT PARKERS FERRY, CHARLESTON COUNTY, 170 FEET NORTH OF THE
 CK1297'ATLANTIC COAST LINE RAILROAD STATION, 190 FEET NORTH OF THE
 CK1297'SOUTHBOUND MAIN TRACK AT HIGHWAY SURVEY STATION 1531+65, 75 FEET
 CK1297'SOUTH OF THE KATE THORNLEY GENERAL STORE IN 1934, 40 FEET WEST
 CK1297'OF THE CENTERLINE OF A DIRT ROAD, AND 40 FEET SOUTH OF THE
 CK1297'CENTERLINE OF U.S. HIGHWAY 17.  THE TOP OF A 2-INCH LEADFILLED
 CK1297'IRON PIPE, SET IN A CONCRETE POST AND PROJECTING 6 INCHES ABOVE
 CK1297'GROUND.
 CK1297
 CK1297                          STATION RECOVERY (1974)
 CK1297
 CK1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK1297'MARK NOT FOUND.
 CK1297
 CK1297                          STATION RECOVERY (1979)
 CK1297
 CK1297'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2854 ***********************************************************************
 FB2854  DESIGNATION -  42 001
 FB2854  PID         -  FB2854
 FB2854  STATE/COUNTY-  SC/SPARTANBURG
 FB2854  USGS QUAD   -  LANDRUM (1987)
 FB2854
 FB2854                         *CURRENT SURVEY CONTROL
 FB2854  ___________________________________________________________________
 FB2854* NAD 83(2001)-  35 09 48.91361(N)    082 12 38.33050(W)     ADJUSTED  
 FB2854* NAVD 88     -       328.4    (meters)    1077.     (feet)  GPS OBS   
 FB2854  ___________________________________________________________________
 FB2854  X           -     707,506.542 (meters)                     COMP
 FB2854  Y           -  -5,172,071.643 (meters)                     COMP
 FB2854  Z           -   3,652,889.464 (meters)                     COMP
 FB2854  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 FB2854  ELLIP HEIGHT-         296.74  (meters)          (03/27/03) GPS OBS
 FB2854  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FB2854
 FB2854  HORZ ORDER  -  FIRST
 FB2854  ELLP ORDER  -  FOURTH    CLASS II
 FB2854
 FB2854.The horizontal coordinates were established by GPS observations
 FB2854.and adjusted by the National Geodetic Survey in March 2003..
 FB2854
 FB2854.The orthometric height was determined by GPS observations and a
 FB2854.high-resolution geoid model.
 FB2854
 FB2854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2854
 FB2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2854
 FB2854.The ellipsoidal height was determined by GPS observations
 FB2854.and is referenced to NAD 83.
 FB2854
 FB2854.The geoid height was determined by GEOID03.
 FB2854
 FB2854;                    North         East     Units Scale Factor Converg.
 FB2854;SPC SC       -   369,993.230   499,290.342   MT  1.00013419   -0 40 16.3
 FB2854;SPC SC       - 1,213,888.55  1,638,091.67   iFT  1.00013419   -0 40 16.3
 FB2854;SPC NC       -   161,538.344   317,179.518   MT  0.99987377   -1 51 11.1
 FB2854;SPC NC       -   529,980.38  1,040,613.14   sFT  0.99987377   -1 51 11.1
 FB2854;UTM  17      - 3,891,855.406   389,743.953   MT  0.99974982   -0 41 50.3
 FB2854
 FB2854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2854!SPC SC       -   0.99995342  x   1.00013419  =   1.00008761
 FB2854!SPC NC       -   0.99995342  x   0.99987377  =   0.99982720
 FB2854!UTM  17      -   0.99995342  x   0.99974982  =   0.99970326
 FB2854
 FB2854:                Primary Azimuth Mark                     Grid Az
 FB2854:SPC SC       -  42 001 AZ MK PTA                         338 45 03.4
 FB2854:SPC NC       -  42 001 AZ MK PTA                         339 55 58.2
 FB2854:UTM  17      -  42 001 AZ MK PTA                         338 46 37.4
 FB2854
 FB2854|---------------------------------------------------------------------|
 FB2854| PID    Reference Object                     Distance      Geod. Az  |
 FB2854|                                                           dddmmss.s |
 FB2854| FB2856 42 001 AZ MK PTA                    473.501 METERS 3380447.1 |
 FB2854| FB2857 42 001 AZ MK                        479.077 METERS 3380440.5 |
 FB2854|---------------------------------------------------------------------|
 FB2854
 FB2854                          SUPERSEDED SURVEY CONTROL
 FB2854
 FB2854  NAD 83(1995)-  35 09 48.91383(N)    082 12 38.32978(W) AD(       ) 1
 FB2854  ELLIP H (12/20/99)  296.77   (m)                       GP(       ) 4 1
 FB2854  NAD 83(1986)-  35 09 48.92529(N)    082 12 38.33517(W) AD(       ) 1
 FB2854  NAD 83(1986)-  35 09 48.92408(N)    082 12 38.33123(W) AD(       ) 2
 FB2854  NAD 27      -  35 09 48.51018(N)    082 12 38.92036(W) AD(       ) 2
 FB2854
 FB2854.Superseded values are not recommended for survey control.
 FB2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2854.See file dsdata.txt to determine how the superseded data were derived.
 FB2854
 FB2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8974491855(NAD 83)
 FB2854_MARKER: DD = SURVEY DISK
 FB2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2854_SP_SET: CONCRETE POST
 FB2854_STAMPING: HORZ 42 001 1979
 FB2854_MARK LOGO: SCGS  
 FB2854_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2854+STABILITY: SURFACE MOTION
 FB2854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2854+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1992
 FB2854
 FB2854  HISTORY     - Date     Condition        Report By
 FB2854  HISTORY     - 1979     MONUMENTED       SCGS
 FB2854  HISTORY     - 1980     GOOD             SCGS
 FB2854  HISTORY     - 19890612 GOOD             SCGS
 FB2854  HISTORY     - 19900628 GOOD
 FB2854  HISTORY     - 19921202 GOOD             SCGS
 FB2854
 FB2854                          STATION DESCRIPTION
 FB2854
 FB2854'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 FB2854'THE STATION IS LOCATED ABOUT 38-1/2 KM NORTH-NORTHEAST OF GREENVILLE,
 FB2854'4-3/4 KM NORTH OF GOWENSVILLE, 3-1/4 KM SOUTH OF LANDRUM, 3-1/2 KM
 FB2854'SOUTH OF THE NORTH CAROLINA STATE LINE AND 3/4 KM EAST OF THE
 FB2854'GREENVILLE-SPARTANBURG COUNTY LINE.
 FB2854'
 FB2854'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 FB2854'14 IN GOWENSVILLE.  GO NORTH ON HIGHWAY 14 FOR 3.2 KM (2.0 MI) TO
 FB2854'THE COUNTY LINE.  CONTINUE NORTHEAST ON HIGHWAY 14 FOR 2.1 KM (1.
 FB2854'(1.3 MI) TO A PAVED CROSSROAD AND THE FAIRVEIW BAPTIST CHURCH
 FB2854'ON THE RIGHT.  TURN LEFT AND GO WESTERLY ON COUNTY ROAD S-42-183
 FB2854'FOR 0.6 KM (0.35 MI) TO A LOW CUTBANK AND THE STATION ON THE
 FB2854'RIGHT.
 FB2854'
 FB2854'THE STATION IS A STANDARD SCGS DISK
 FB2854'STAMPED---HORZ 42 001 1979---,
 FB2854'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2854'FLUSH WITH GROUND.  IT IS LOCATED
 FB2854'8.40 METERS EAST FROM THE CENTER OF THE ROAD,
 FB2854'2.25 METERS NORTH-NORTHWEST FROM A UTILITY POLE AND
 FB2854'2.1 METERS SOUTH FROM A METAL WITNES POST.
 FB2854'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2854'STAMPED---HORZ 42 001 1979---,
 FB2854'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2854'
 FB2854'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB2854'STAMPED---AZ MK 42 001 1979---,
 FB2854'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2854'FLUSH WITH GROUND.  IT IS LOCATED
 FB2854'33.0 METERS NORTH FROM A DIRT DRIVEWAY LEADING TO A ONE STORY
 FB2854'FRAME HOUSE,
 FB2854'7.2 METERS WEST FROM THE CENTER OF THE ROAD AND
 FB2854'1.2 METERS SOUTH FROM A UTILITY POLE NUMBERED 6B1/1.
 FB2854'
 FB2854'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ON THE
 FB2854'PAVED ROAD FOR 0.5 KM (0.3 MI) TO A ONE STORY FRAME HOUSE ON THE
 FB2854'LEFT, AND THE AZIMUTH MARK ON THE LEFT.
 FB2854'
 FB2854'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2854'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FB2854
 FB2854                          STATION RECOVERY (1989)
 FB2854
 FB2854'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2854'STATION IS LOCATED 1.5 MILFS SOUTHWEST OF LANDRUM. OWNERSHIP--SCDHPT,
 FB2854'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB2854'803-737-1314.
 FB2854'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (HOWARD
 FB2854'AVENUE) AND STATE HIGHWAY 14 (WEST RUTHERFORD STREET) IN LANDRUM, GO
 FB2854'SOUTHWEST ON HIGHWAY 14 FOR 1.6 MILES TO THE JUNCTION OF STATE ROAD
 FB2854'183 (BLACKSTOCK ROAD), TURN RIGHT ON ROAD 183 FOR 0.5 MILE TO THE
 FB2854'STATION ON THE RIGHT NEAR A POWER POLE WITH TRANSFORMER.
 FB2854'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET ABOVE
 FB2854'THE ROAD, 26.2 FEET EAST NORTHEAST OF THE CENTER OF THE ROAD, 7.0
 FB2854'FEET WEST NORTHWEST OF THE POWER POLE, 21.6 FEET SOUTH OF A
 FB2854'MULTI-TRUNKED PINE TREE, 5.0 FEET WEST SOUTHWEST OF A FENCE LINE, 6.8
 FB2854'FEET SOUTH SOUTHWEST OF A WITNESS POST.
 FB2854'RECOVERED BY J.R. WERNER.
 FB2854
 FB2854                          STATION RECOVERY (1990)
 FB2854
 FB2854'RECOVERED 1990
 FB2854'RECOVERED IN GOOD CONDITION.
 FB2854
 FB2854                          STATION RECOVERY (1992)
 FB2854
 FB2854'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB2854'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2857 ***********************************************************************
 FB2857  DESIGNATION -  42 001 AZ MK
 FB2857  PID         -  FB2857
 FB2857  STATE/COUNTY-  SC/SPARTANBURG
 FB2857  USGS QUAD   -  LANDRUM (1987)
 FB2857
 FB2857                         *CURRENT SURVEY CONTROL
 FB2857  ___________________________________________________________________
 FB2857* NAD 83(2001)-  35 10 03.33503(N)    082 12 45.39844(W)     ADJUSTED  
 FB2857* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 FB2857  ___________________________________________________________________
 FB2857  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 FB2857  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FB2857
 FB2857  HORZ ORDER  -  SECOND
 FB2857
 FB2857.The horizontal coordinates were established by classical geodetic methods
 FB2857.and adjusted by the National Geodetic Survey in March 2004..
 FB2857
 FB2857.The orthometric height was scaled from a topographic map.
 FB2857
 FB2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2857
 FB2857.The geoid height was determined by GEOID03.
 FB2857
 FB2857;                    North         East     Units Scale Factor Converg.
 FB2857;SPC SC       -   370,439.791   499,116.676   MT  1.00013603   -0 40 20.2
 FB2857;SPC SC       - 1,215,353.65  1,637,521.90   iFT  1.00013603   -0 40 20.2
 FB2857;UTM  17      - 3,892,301.874   389,570.557   MT  0.99975029   -0 41 54.6
 FB2857
 FB2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2857!SPC SC       -   0.99995397  x   1.00013603  =   1.00008999
 FB2857!UTM  17      -   0.99995397  x   0.99975029  =   0.99970427
 FB2857
 FB2857                          SUPERSEDED SURVEY CONTROL
 FB2857
 FB2857  NAD 83(1986)-  35 10 03.34466(N)    082 12 45.39896(W) AD(       ) 2
 FB2857  NAD 27      -  35 10 02.93111(N)    082 12 45.98779(W) AD(       ) 2
 FB2857
 FB2857.Superseded values are not recommended for survey control.
 FB2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2857.See file dsdata.txt to determine how the superseded data were derived.
 FB2857
 FB2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8957192302(NAD 83)
 FB2857_MARKER: DZ = AZIMUTH MARK DISK
 FB2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2857_SP_SET: CONCRETE POST
 FB2857_MARK LOGO: SCGS  
 FB2857_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2857+STABILITY: SURFACE MOTION
 FB2857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2857+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 FB2857
 FB2857  HISTORY     - Date     Condition        Report By
 FB2857  HISTORY     - 1979     MONUMENTED       SCGS
 FB2857  HISTORY     - 1980     GOOD             SCGS
 FB2857  HISTORY     - 19890628 GOOD             SCGS
 FB2857
 FB2857                          STATION DESCRIPTION
 FB2857
 FB2857'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL)
 FB2857'THE STATION IS LOCATED ABOUT 38 KM NORTH-NORTHEAST OF GREENVILLE,
 FB2857'5 KM NORTH OF GOWENSVILLE, 3-1/2 KM SOUTH OF THE NORTH CAROLINA STATE
 FB2857'LINE, 3 KM SOUTH OF LANDRUM AND 3/4 KM EAST OF THE GREENVILLE
 FB2857'AND SPARTANBURG COUNTY LINE.
 FB2857'
 FB2857'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 FB2857'14 IN GOWENSVILLE.  GO NORTH ON HIGHWAY 14 FOR 3.3 KM (2.0 MI) TO
 FB2857'THE COUNTY LINE.  CONTINUE NORTHEAST ON HIGHWAY 14 FOR 2.1 KM
 FB2857'(1.3 MI) TO A PAVED CROSSROAD AND THE FAIRVEIW BAPTIST CHURCH ON
 FB2857'THE RIGHT.  TURN LEFT AND GO WESTERLY ON COUNTY ROAD S-42-183 FOR
 FB2857'0.6 KM (0.35 MI) TO A LOW CUTBANK AND  STATION 42 001 SCGS ON THE
 FB2857'RIGHT.  CONTINUE AHEAD ON THE PAVED ROAD FOR 0.5 KM (0.3 MI) TO A
 FB2857'ONE STORY BROWN FRAME HOUSE ON THE LEFT AND THE STATION ON THE
 FB2857'LEFT.
 FB2857'
 FB2857'THE STATION IS A STANDARD SCGS DISK
 FB2857'STAMPED---AZ MK 42 001 1979---,
 FB2857'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2857'FLUSH WITH GROUND.  IT IS LOCATED
 FB2857'33 METERS NORTH FROM A DIRT DRIVEWAY LEADING TO
 FB2857'A ONE STORY FRAME HOUSE,
 FB2857'7.2 METERS WEST FROM THE CENTER OF THE PAVED ROAD AND
 FB2857'1.2 METERS SOUTH FROM A UTILITY POLE NUMBERED 6B1/1.
 FB2857'
 FB2857'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2857'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FB2857
 FB2857                          STATION RECOVERY (1989)
 FB2857
 FB2857'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2857'STATION IS LOCATED 1.5 MILFS WESTSOUTHWESTOFLANDRUM.OWNERSHIP--SCDHPT,
 FB2857'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB2857'803-737-1314.
 FB2857'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (HOWARD
 FB2857'AVENUE) AND STATE HIGHWAY 14 (WEST RUTHERFORD STREET) IN LANDRUM, GO
 FB2857'SOUTHWEST ON HIGHWAY 14 FOR 1.6 MILES TO THE JUNCTION OF STATE ROAD
 FB2857'183 (BLACKSTOCK ROAD), TURN RIGHT ON ROAD 183 FOR 0.8 MILE TO THE
 FB2857'STATION ON THE LEFT NEAR A POWER POLE 6034/001, 0.1 MILE SOUTH OF THE
 FB2857'JUNCTION OF BELUE MILL ROAD AND MOUNTAIN VIEW ROAD.
 FB2857'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2857'ROAD, 102.9 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A WOODEN FRAMED
 FB2857'HOUSE, 23.7 FEET WEST OF THE CENTER OF THE ROAD, 16.6 FEET SOUTHWEST
 FB2857'OF THE WEST END OF A 24-INCH CONCRETE PIPE CULVERT UNDER THE ROAD,
 FB2857'3.6 FEET SOUTH SOUTHEAST OF THE POWER POLE.
 FB2857'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2813 ***********************************************************************
 FB2813  DESIGNATION -  42 002
 FB2813  PID         -  FB2813
 FB2813  STATE/COUNTY-  SC/SPARTANBURG
 FB2813  USGS QUAD   -  CAMPOBELLO (1983)
 FB2813
 FB2813                         *CURRENT SURVEY CONTROL
 FB2813  ___________________________________________________________________
 FB2813* NAD 83(2001)-  35 03 00.13214(N)    082 12 22.70276(W)     ADJUSTED  
 FB2813* NAVD 88     -       310.4    (meters)    1018.     (feet)  VERTCON   
 FB2813  ___________________________________________________________________
 FB2813  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FB2813  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 FB2813
 FB2813  HORZ ORDER  -  SECOND
 FB2813
 FB2813.The horizontal coordinates were established by classical geodetic methods
 FB2813.and adjusted by the National Geodetic Survey in March 2004..
 FB2813
 FB2813.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2813
 FB2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2813
 FB2813.The geoid height was determined by GEOID03.
 FB2813
 FB2813;                    North         East     Units Scale Factor Converg.
 FB2813;SPC SC       -   357,390.522   499,538.808   MT  1.00008426   -0 40 07.6
 FB2813;SPC SC       - 1,172,541.08  1,638,906.85   iFT  1.00008426   -0 40 07.6
 FB2813;UTM  17      - 3,879,257.119   389,986.813   MT  0.99974916   -0 41 34.2
 FB2813
 FB2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2813!SPC SC       -   0.99995623  x   1.00008426  =   1.00004049
 FB2813!UTM  17      -   0.99995623  x   0.99974916  =   0.99970540
 FB2813
 FB2813:                Primary Azimuth Mark                     Grid Az
 FB2813:SPC SC       -  42 002 AZ MK                             218 09 47.2
 FB2813:UTM  17      -  42 002 AZ MK                             218 11 13.8
 FB2813
 FB2813|---------------------------------------------------------------------|
 FB2813| PID    Reference Object                     Distance      Geod. Az  |
 FB2813|                                                           dddmmss.s |
 FB2813| FB2814 42 002 AZ MK                        APPROX. 0.9 KM 2172939.6 |
 FB2813|---------------------------------------------------------------------|
 FB2813
 FB2813                          SUPERSEDED SURVEY CONTROL
 FB2813
 FB2813  NAD 83(1986)-  35 03 00.14396(N)    082 12 22.70353(W) AD(       ) 2
 FB2813  NAD 27      -  35 02 59.72911(N)    082 12 23.29901(W) AD(       ) 2
 FB2813  NGVD 29 (07/19/86)  310.5    (m)         1019.     (f) VERT ANG       
 FB2813
 FB2813.Superseded values are not recommended for survey control.
 FB2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2813.See file dsdata.txt to determine how the superseded data were derived.
 FB2813
 FB2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8998779257(NAD 83)
 FB2813_MARKER: DD = SURVEY DISK
 FB2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2813_STAMPING: HORZ 42 002 1979
 FB2813_MARK LOGO: SCGS  
 FB2813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2813+STABILITY: SURFACE MOTION
 FB2813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2813+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 FB2813
 FB2813  HISTORY     - Date     Condition        Report By
 FB2813  HISTORY     - 1979     MONUMENTED       SCGS
 FB2813  HISTORY     - 20010122 GOOD             SCGS
 FB2813
 FB2813                          STATION DESCRIPTION
 FB2813
 FB2813'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2813'THE STATION IS LOCATED 29 KM NORTHEAST OF GREENVILLE, 9-1/2 KM WEST
 FB2813'OF INMAN, 1-1/2 KM EAST OF THE GREENVILLE COUNTY LINE, AND IN
 FB2813'THE BACK LAWN OF THE FAITH MISSIONARY BAPTIST CHURCH.  PERMISSION
 FB2813'BY LEE BURNETT, PHONE 895-3612.
 FB2813'
 FB2813'TO REACH THE STATION FROM THE HOLLY SPRINGS VOLUNTEER FIRE
 FB2813'DEPARTMENT NEAR THE JUNCTION OF STATE HIGHWAY 357 AND ROAD
 FB2813'S-42-38 ABOUT 9 KM WEST-SOUTHWEST OF INMAN,
 FB2813'GO NORTH ON HIGHWAY 357 FOR 1.1 KM (0.7 MI) TO A PAVED
 FB2813'ROAD LEFT.  TURN LEFT, WEST, ON HOLLY SPRINGS CHURCH ROAD FOR 1.8
 FB2813'KM (1.1 MI) TO A CROSSROAD (MILL GIN ROAD).  CONTINUE AHEAD FOR 0.9
 FB2813'KM (0.55 MI) TO A T-ROAD.  TURN RIGHT FOR 0.1 KM (0.05 MI) TO
 FB2813'AZIMUTH ON THE RIGHT.  CONTINUE AHEAD FOR 1 KM (0.6 MI) TO
 FB2813'PULLMAN ROAD ON THE LEFT.  CONTINUE EASTERLY FOR 0.2 KM
 FB2813'(0.15 MI) TO THE CHURCH ON THE RIGHT AND STATION AT THE REAR OF
 FB2813'THE CHURCH.
 FB2813'
 FB2813'THE STATION IS A STANDARD SCGS DISK
 FB2813'STAMPED---HORZ 42 002 1979---,
 FB2813'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FB2813'FLUSH WITH GROUND.  IT IS LOCATED
 FB2813'12.2 METERS WEST-SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 FB2813'CHURCH,
 FB2813'8.5 METERS NORTH-NORTHWEST FROM A UTILITY POLE WITH SECURITY
 FB2813'LIGHT, AND
 FB2813'7.5 METERS SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 FB2813'CHURCH.
 FB2813'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2813'STAMPED---HORZ 42 002 1979---,
 FB2813'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2813'
 FB2813'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 FB2813'STAMPED---AZ MK 42 002 1979---,
 FB2813'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB2813'25 CM IN DIAMETER FLUSH WITH GROUND.
 FB2813'IT IS LOCATED
 FB2813'23.47 METERS NORTHEAST FROM A UTILITY POLE,
 FB2813'9.0 METERS WEST FROM THE NORTHWEST CORNER OF A BARN,
 FB2813'6.40 METERS EAST FROM THE CENTER OF A PAVED ROAD,
 FB2813'5.49 METERS NORTH FROM THE CENTER OF A DRIVEWAY, AND
 FB2813'1.37 METERS SOUTHEAST FROM A FENCE CORNER POST.
 FB2813'
 FB2813'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2813'NO REFERENCE MARKS ESTABLISHED.
 FB2813
 FB2813                          STATION RECOVERY (2001)
 FB2813
 FB2813'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 FB2813'STATION IS LOCATED 7.8 MILES (12.6 KM) NORTH OF GREER, 17.05 MILES
 FB2813'(27.44 KM) WEST NORTHWEST OF SPARTANBURG.  OWNERSHIP--MISSIONARY
 FB2813'BAPTIST CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB2813'HIGHWAYS 357 AND 358, 4.3 MILES (6.9 KM) NORTHEAST OF GREER, GO NORTH
 FB2813'NORTHWEST ON HIGHWAY 357 FOR 3.75 MILES (6.03 KM) TO THE JUNCTION OF A
 FB2813'PAVED ROAD (HOLLY SPRINGS CHURCH ROAD) , TURN LEFT ON HOLLY SPRINGS
 FB2813'CHURCH ROAD FOR 1.1 MILES (1.8 KM) TO A PAVED CROSSROAD (SWAN ROAD)
 FB2813'LEFT, AND (MILL GIN ROAD) RIGHT, CONTINUE AHEAD ON HOLLY SPRINGS
 FB2813'CHURCH ROAD FOR 0.55 MILE (0.89 KM) TO A PAVED JUNCTION (MOUNT LEBANON
 FB2813'ROAD) , TURN RIGHT ON MOUNT LEBANON ROAD FOR 0.75 MILE (1.21 KM) TO AN
 FB2813'ENTRANCE DRIVE TO THE FAITH MISSIONARY BAPTIST CHURCH, TURN LEFT ON
 FB2813'THE ENTRANCE DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION AHEAD NEAR
 FB2813'THE SOUTHWEST CORNER OF THE CHURCH.  STATION IS A CONCRETE POST FLUSH
 FB2813'WITH THE GROUND, 24.5 FEET (7.5 M) SOUTH SOUTHWEST OF THE SOUTHWEST
 FB2813'CORNER OF THE CHURCH, 41.6 FEET (12.7 M) WEST SOUTHWEST OF THE
 FB2813'SOUTHEAST CORNER OF THE CHURCH, 29.0 FEET (8.8 M) NORTH NORTHWEST OF A
 FB2813'POWER POLE WITH TWO GUY WIRES, A TRANSFORMER, AND A SECURITY LIGHT
 FB2813'ATTACHED, 51.8 FEET (15.8 M) SOUTH SOUTHEAST OF THE WEST ONE OF TWO
 FB2813'WOODEN POLES SUPPORTING A METER. NOTE-STATION IS NOT INTERVISIBLE WITH
 FB2813'SURVEY STATION 42 002 AZ MK. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2814 ***********************************************************************
 FB2814  HT_MOD      -  This is a Height Modernization Survey Station.
 FB2814  DESIGNATION -  42 002 AZ MK
 FB2814  PID         -  FB2814
 FB2814  STATE/COUNTY-  SC/SPARTANBURG
 FB2814  USGS QUAD   -  CAMPOBELLO (1983)
 FB2814
 FB2814                         *CURRENT SURVEY CONTROL
 FB2814  ___________________________________________________________________
 FB2814* NAD 83(2001)-  35 02 36.54803(N)    082 12 44.70212(W)     ADJUSTED  
 FB2814* NAVD 88     -       280.17   (meters)     919.2    (feet)  GPS OBS   
 FB2814  ___________________________________________________________________
 FB2814  X           -     708,379.721 (meters)                     COMP
 FB2814  Y           -  -5,179,646.367 (meters)                     COMP
 FB2814  Z           -   3,641,960.453 (meters)                     COMP
 FB2814  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 FB2814  ELLIP HEIGHT-         248.58  (meters)          (03/13/03) GPS OBS
 FB2814  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 FB2814
 FB2814  HORZ ORDER  -  FIRST
 FB2814  ELLP ORDER  -  FOURTH    CLASS II
 FB2814
 FB2814.The horizontal coordinates were established by GPS observations
 FB2814.and adjusted by the National Geodetic Survey in March 2003..
 FB2814
 FB2814.The orthometric height was determined by GPS observations and a
 FB2814.high-resolution geoid model using precise GPS observation and
 FB2814.processing techniques.
 FB2814
 FB2814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2814
 FB2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2814
 FB2814.The ellipsoidal height was determined by GPS observations
 FB2814.and is referenced to NAD 83.
 FB2814
 FB2814.The geoid height was determined by GEOID03.
 FB2814
 FB2814;                    North         East     Units Scale Factor Converg.
 FB2814;SPC SC       -   356,670.243   498,972.756   MT  1.00008150   -0 40 19.8
 FB2814;SPC SC       - 1,170,177.96  1,637,049.72   iFT  1.00008150   -0 40 19.8
 FB2814;UTM  17      - 3,878,537.317   389,420.647   MT  0.99975070   -0 41 46.5
 FB2814
 FB2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2814!SPC SC       -   0.99996098  x   1.00008150  =   1.00004248
 FB2814!UTM  17      -   0.99996098  x   0.99975070  =   0.99971169
 FB2814
 FB2814                          SUPERSEDED SURVEY CONTROL
 FB2814
 FB2814  NAD 83(1986)-  35 02 36.55896(N)    082 12 44.70401(W) AD(       ) 1
 FB2814  NAD 83(1995)-  35 02 36.54866(N)    082 12 44.69996(W) AD(       ) 1
 FB2814  ELLIP H (04/18/02)  248.63   (m)                       GP(       ) 4 1
 FB2814  NAD 83(1986)-  35 02 36.55913(N)    082 12 44.70281(W) AD(       ) 2
 FB2814  NAD 27      -  35 02 36.14376(N)    082 12 45.29785(W) AD(       ) 2
 FB2814  NGVD 29 (07/19/86)  281.5    (m)          924.     (f) VERT ANG       
 FB2814
 FB2814.Superseded values are not recommended for survey control.
 FB2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2814.See file dsdata.txt to determine how the superseded data were derived.
 FB2814
 FB2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8942178537(NAD 83)
 FB2814_MARKER: DD = SURVEY DISK
 FB2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2814_STAMPING: AZ MK 42 002 1979
 FB2814_MARK LOGO: SCGS  
 FB2814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2814+STABILITY: SURFACE MOTION
 FB2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2814+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 FB2814
 FB2814  HISTORY     - Date     Condition        Report By
 FB2814  HISTORY     - 1979     MONUMENTED       SCGS
 FB2814  HISTORY     - 20010122 GOOD             SCGS
 FB2814
 FB2814                          STATION DESCRIPTION
 FB2814
 FB2814'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 FB2814'THE STATION IS LOCATED 29 KM NORTHEAST OF GREENVILLE, 9-1/2 KM WEST
 FB2814'OF INMAN, 1-1/2 KM EAST OF THE GREENVILLE COUNTY LINE AND ON PRIVATE
 FB2814'PROPERTY.
 FB2814'
 FB2814'TO REACH THE STATION FROM THE HOLLY SPRINGS VOLUNTEER FIRE
 FB2814'DEPARTMENT NEAR THE JUNCTION OF STATE HIGHWAY 357 AND ROAD
 FB2814'S-42-38 ABOUT 9 KM WEST-SOUTHWEST OF INMAN,
 FB2814'GO NORTH ON HIGHWAY 357 FOR 1.1 KM (0.7 MI) TO A
 FB2814'PAVED ROAD LEFT.  TURN LEFT, WEST, ON HOLLY SPRINGS CHURCH ROAD
 FB2814'FOR 1.8 KM (1.1 MI) TO A CROSSROAD (MILL GIN ROAD).
 FB2814'CONTINUE AHEAD FOR 0.9 KM (0.55 MI)
 FB2814'TO A T-ROAD.  TURN RIGHT FOR 0.1 KM
 FB2814'(0.05 MI) TO THE STATION ON THE RIGHT.
 FB2814'
 FB2814'THE STATION IS A STANDARD SCGS DISK
 FB2814'STAMPED---AZ MK 42 002 1979---,
 FB2814'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2814'FLUSH WITH GROUND.  IT IS LOCATED
 FB2814'23.47 METERS NORTHEAST FROM A UTILITY POLE,
 FB2814'9.0 METERS WEST FROM THE NORTHWEST CORNER OF A BARN,
 FB2814'6.40 METERS EAST FROM THE CENTER OF PAVED ROAD,
 FB2814'5.49 METERS NORTH FROM THE CENTER OF A DRIVEWAY, AND
 FB2814'1.37 METERS SOUTHEAST FROM A FENCE CORNER POST.
 FB2814'
 FB2814'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2814'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2814
 FB2814                          STATION RECOVERY (2001)
 FB2814
 FB2814'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 FB2814'STATION IS LOCATED 6.1 MILES (9.8 KM) SOUTHWEST OF CAMPOBELLO, 17.1
 FB2814'MILES (27.5 KM) WEST NORTHWEST OF SPARTANBURG.  OWNERSHIP--SCDOT,
 FB2814'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB2814'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB2814'HIGHWAYS 357 AND 358, 4.3 MILES (6.9 KM) NORTHEAST OF GREER, GO NORTH
 FB2814'NORTHWEST ON HIGHWAY 357 FOR 3.75 MILES (6.03 KM) TO THE JUNCTION OF A
 FB2814'PAVED ROAD LEFT (HOLLY SPRINGS CHURCH ROAD) , TURN LEFT ON THE PAVED
 FB2814'ROAD FOR 1.1 MILES (1.8 KM) TO A PAVED CROSSROAD (SWAN ROAD LEFT AND
 FB2814'MILL GIN ROAD RIGHT) , CONTINUE AHEAD ON THE PAVED ROAD FOR 0.55 MILE
 FB2814'(0.89 KM) TO A T-JUNCTION (MT LEBANON ROAD) , TURN RIGHT ON MT LEBANON
 FB2814'ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR THE
 FB2814'SOUTH END OF A WOOD AND BARBED WIRE FENCE LINE IN THE NORTHEAST ANGLE
 FB2814'OF A DRIVEWAY LEADING TO A MASONITE-SIDED HOUSE. STATION IS A CONCRETE
 FB2814'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 21.6
 FB2814'FEET (6.6 M) EAST OF THE CENTER OF THE ROAD, 4.3 FEET (1.3 M) SOUTH
 FB2814'SOUTHEAST OF THE SOUTHERN MOST WOODEN FENCE POST WITH A SCGS REFERENCE
 FB2814'WASHER ATTACHED, 10.0 FEET (3.0 M) NORTHEAST OF THE NORTH END OF A
 FB2814'1.0-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 17.3 FEET (5.3 M)
 FB2814'NORTH NORTHEAST OF THE CENTER OF THE DRIVEWAY.  NOTE-STATION IS
 FB2814'INTERVISIBLE WITH SURVEY STATION 42 002.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0998 ***********************************************************************
 ED0998  DESIGNATION -  42 003
 ED0998  PID         -  ED0998
 ED0998  STATE/COUNTY-  SC/SPARTANBURG
 ED0998  USGS QUAD   -  GREER (1983)
 ED0998
 ED0998                         *CURRENT SURVEY CONTROL
 ED0998  ___________________________________________________________________
 ED0998* NAD 83(2001)-  34 56 49.82070(N)    082 12 36.14473(W)     ADJUSTED  
 ED0998* NAVD 88     -       290.568  (meters)     953.31   (feet)  ADJUSTED  
 ED0998  ___________________________________________________________________
 ED0998  X           -     709,426.417 (meters)                     COMP
 ED0998  Y           -  -5,185,697.234 (meters)                     COMP
 ED0998  Z           -   3,633,213.022 (meters)                     COMP
 ED0998  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 ED0998  ELLIP HEIGHT-         259.18  (meters)          (03/27/03) GPS OBS
 ED0998  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 ED0998  DYNAMIC HT  -         290.276 (meters)     952.35  (feet)  COMP
 ED0998  MODELED GRAV-     979,619.7   (mgal)                       NAVD 88
 ED0998
 ED0998  HORZ ORDER  -  FIRST
 ED0998  VERT ORDER  -  FIRST     CLASS II
 ED0998  ELLP ORDER  -  FOURTH    CLASS II
 ED0998
 ED0998.The horizontal coordinates were established by GPS observations
 ED0998.and adjusted by the National Geodetic Survey in March 2003..
 ED0998
 ED0998.The orthometric height was determined by differential leveling
 ED0998.and adjusted by the National Geodetic Survey in June 1991..
 ED0998
 ED0998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED0998
 ED0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED0998
 ED0998.The ellipsoidal height was determined by GPS observations
 ED0998.and is referenced to NAD 83.
 ED0998
 ED0998.The geoid height was determined by GEOID03.
 ED0998
 ED0998.The dynamic height is computed by dividing the NAVD 88
 ED0998.geopotential number by the normal gravity value computed on the
 ED0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0998.degrees latitude (g = 980.6199 gals.).
 ED0998
 ED0998.The modeled gravity was interpolated from observed gravity values.
 ED0998
 ED0998;                    North         East     Units Scale Factor Converg.
 ED0998;SPC SC       -   345,982.746   499,064.531   MT  1.00004246   -0 40 15.0
 ED0998;SPC SC       - 1,135,114.00  1,637,350.82   iFT  1.00004246   -0 40 15.0
 ED0998;UTM  17      - 3,867,853.109   389,508.063   MT  0.99975046   -0 41 35.5
 ED0998
 ED0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED0998!SPC SC       -   0.99995932  x   1.00004246  =   1.00000178
 ED0998!UTM  17      -   0.99995932  x   0.99975046  =   0.99970979
 ED0998
 ED0998:                Primary Azimuth Mark                     Grid Az
 ED0998:SPC SC       -  42 003 AZ MK                             274 54 41.3
 ED0998:UTM  17      -  42 003 AZ MK                             274 56 01.8
 ED0998
 ED0998|---------------------------------------------------------------------|
 ED0998| PID    Reference Object                     Distance      Geod. Az  |
 ED0998|                                                           dddmmss.s |
 ED0998| ED1286 42 003 AZ MK                        APPROX. 0.7 KM 2741426.3 |
 ED0998|---------------------------------------------------------------------|
 ED0998
 ED0998                          SUPERSEDED SURVEY CONTROL
 ED0998
 ED0998  NAD 83(1995)-  34 56 49.82129(N)    082 12 36.14243(W) AD(       ) 1
 ED0998  ELLIP H (12/20/99)  259.24   (m)                       GP(       ) 4 1
 ED0998  NAD 83(1986)-  34 56 49.83106(N)    082 12 36.14649(W) AD(       ) 1
 ED0998  NAD 83(1986)-  34 56 49.83112(N)    082 12 36.14414(W) AD(       ) 2
 ED0998  NAD 27      -  34 56 49.41226(N)    082 12 36.74523(W) AD(       ) 2
 ED0998  NAVD 88 (03/10/92)  290.57   (m)          953.3    (f) LEVELING    3  
 ED0998  NGVD 29 (09/16/91)  290.653  (m)          953.58   (f) ADJUSTED    1 2
 ED0998
 ED0998.Superseded values are not recommended for survey control.
 ED0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0998.See file dsdata.txt to determine how the superseded data were derived.
 ED0998
 ED0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8950867853(NAD 83)
 ED0998_MARKER: DD = SURVEY DISK
 ED0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0998_SP_SET: CONCRETE POST
 ED0998_STAMPING: HORZ 42 003 1979
 ED0998_MARK LOGO: SCGS  
 ED0998_PROJECTION: FLUSH
 ED0998_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0998+STABILITY: SURFACE MOTION
 ED0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED0998+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 ED0998
 ED0998  HISTORY     - Date     Condition        Report By
 ED0998  HISTORY     - 1979     MONUMENTED       SCGS
 ED0998  HISTORY     - 1980     GOOD             NGS
 ED0998  HISTORY     - 19880808 GOOD             SCGS
 ED0998  HISTORY     - 19891215 GOOD             SCGS
 ED0998  HISTORY     - 19900614 GOOD
 ED0998  HISTORY     - 19921207 GOOD             SCGS
 ED0998  HISTORY     - 20000731 GOOD             SCGS
 ED0998
 ED0998                          STATION DESCRIPTION
 ED0998
 ED0998'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED0998'THE STATION IS LOCATED ABOUT 6-1/2 KM NORTH OF THE
 ED0998'GREENVILLE-SPARTANBURG JETPORT, 4-3/4 KM EAST-SOUTHEAST OF DUNCAN,
 ED0998'1-1/2 KM NORTHEAST FROM THE CENTER OF GREER, ALONG U.S. HIGHWAY
 ED0998'29 AND ON HIGHWAY RIGHT-OF-WAY.
 ED0998'
 ED0998'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 ED0998'STATE HIGHWAY 14 AT THE NORTH SIDE OF GREER, GO EAST ON
 ED0998'HIGHWAY 29 FOR 0.9 KM (0.55 MI) TO RIDGEWOOD DRIVE AND
 ED0998'THE AZIMUTH MARK ON THE RIGHT.
 ED0998'CONTINUE EASTERLY ON HIGHWAY 29 FOR 0.6 KM (0.4 MI) TO THE
 ED0998'HOLIDAY MOTEL AND THE STATION ON THE RIGHT.
 ED0998'
 ED0998'THE STATION IS A STANDARD SCGS DISK
 ED0998'STAMPED---HORZ 42 003 1979---,
 ED0998'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED0998'FLUSH WITH GROUND.  IT IS LOCATED
 ED0998'27.43 METERS NORTHEAST FROM THE MAIN HOLIDAY MOTEL SIGN,
 ED0998'17.22 METERS NORTHWEST FROM A UTILITY POLE,
 ED0998'13.72 METERS SOUTH FROM THE CENTER OF THE EASTBOUND LANE OF HIGHWAY
 ED0998'29,
 ED0998'2.99 METERS WEST FROM THE WEST EDGE OF THE EAST DRIVEWAY, AND
 ED0998'2.56 METERS NORTH FROM THE EAST ENTRANCE SIGN.
 ED0998'THE UNDERGROUND MARK IS A STANDARD SCGS
 ED0998'DISK STAMPED---HORZ 42 003 1979---,
 ED0998'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER
 ED0998'BELOW THE SURFACE.
 ED0998'
 ED0998'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK
 ED0998'STAMPED---AZ MK 42 003 1979---,
 ED0998'SET IN A DRILL HOLE FLUSH WITH A CONCRETE SIDEWALK.
 ED0998'IT IS LOCATED
 ED0998'16.70 METERS SOUTH-SOUTHWEST FROM THE CONCRETE MEDIAN OF
 ED0998'HIGHWAY 29,
 ED0998'10.21 METERS EAST FROM THE CENTER OF RIDGEWOOD DRIVE,
 ED0998'8.66 METERS NORTHEAST FROM A FIRE HYDRANT, AND
 ED0998'2.90 METERS NORTHEAST FROM A STREET SIGN POST FOR RIDGEWOOD DRIVE.
 ED0998'
 ED0998'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED0998'NO REFERENCE MARKS WERE ESTABILSHED AT THIS TIME.
 ED0998
 ED0998                          STATION RECOVERY (1980)
 ED0998
 ED0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ED0998'1.3 KM EAST FROM GREER.
 ED0998'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 ED0998'1.3 KILOMETERS (0.85 MILE) EAST ALONG US HIGHWAY 29 FROM THE
 ED0998'JUNCTION OF STATE HIGHWAY 14 IN GREER, TO THE HOLIDAY MOTEL ON
 ED0998'THE RIGHT, SET ON THE WEST SIDE OF THE EAST PAVED ENTRANCE
 ED0998'DRIVE OF THE MOTEL SOUTH OF AN ARROW-SHAPED ENTRANCE SIGN,
 ED0998'45.1 METERS (148 FEET) NORTHWEST OF THE NORTHEAST CORNER OF THE
 ED0998'MOTEL, 13.4 METERS (44 FEET) SOUTH OF THE CENTER LINE OF THE
 ED0998'EASTBOUND LANE OF HIGHWAY 29, 6.4 METERS (21 FEET) WEST OF THE CENTER
 ED0998'OF THE EAST PAVED ENTRANCE DRIVE OF THE MOTEL, 2.3 METERS (7.7 FEET)
 ED0998'SOUTH OF THE METAL POLE SUPPORTING THE ARROW-SHAPED ENTRANCE SIGN.
 ED0998
 ED0998                          STATION RECOVERY (1988)
 ED0998
 ED0998'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED0998'STATION IS LOCATED 1.15 MI EAST NORTHEAST OF GREER, 3.7 MI WEST OF
 ED0998'DUNCAN. OWNERSHIP--THE HOLIDAY MOTEL, 724 EAST WADE HAMPTON BLVD.,
 ED0998'GREER, SC, 29650.
 ED0998'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 ED0998'HIGHWAY 357 IN GREER, GO EAST ON HIGHWAY 29 FOR 0.25 MI TO THE MARK
 ED0998'ON THE RIGHT, IN THE SOUTHWEST ANGLE OF THE EAST ENTRANCE DRIVE TO THE
 ED0998'HOLIDAY MOTEL.
 ED0998'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 74.6 FT SOUTH OF
 ED0998'THE CENTER OF HIGHWAY 29, 55.8 FT NORTH NORTHWEST OF A POWER POLE
 ED0998'WITH A SECURITY LIGHT, 22.3 FT WEST OF THE EAST DRIVEWAY TO THE
 ED0998'HOLIDAY MOTEL, 115.5 FT EAST OF THE NORTHEAST CORNER POST OF A CHAIN
 ED0998'LINK FENCE AROUND A POOL.
 ED0998
 ED0998                          STATION RECOVERY (1989)
 ED0998
 ED0998'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED0998'RECOVERED IN GOOD CONDITION.
 ED0998
 ED0998                          STATION RECOVERY (1990)
 ED0998
 ED0998'RECOVERED 1990
 ED0998'RECOVERED IN GOOD CONDITION.
 ED0998
 ED0998                          STATION RECOVERY (1992)
 ED0998
 ED0998'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED0998'STATION IS LOCATED 1.2 MILES (1.9 KM) NORTHEAST OF GREER.
 ED0998'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED0998'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 ED0998'JUNCTION OF U.S. HIGHWAY 29 (WADE HAMPTON BOULEVARD) AND STATE HIGHWAY
 ED0998'357 (ARLINGTON ROAD) IN GREER, GO EAST ON HIGHWAY 29 FOR 0.2 MILE (0.3
 ED0998'KM) TO THE STATION IN THE SOUTHWEST ANGLE OF A PAVED ENTRANCE DRIVEWAY
 ED0998'RIGHT LEADING TO THE HOLIDAY MOTEL. STATION IS A CONCRETE POST
 ED0998'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH HIGHWAY, 19.8 FEET (6.0 M)
 ED0998'WEST OF THE CENTER OF THE DRIVEWAY, 7.6 FEET (2.3 M) NORTH NORTHEAST
 ED0998'OF A 5.0-FOOT TALL ABANDONED METAL POST, 56.1 FEET (17.1 M) NORTH
 ED0998'NORTHWEST OF A SECURITY LIGHT POST, 48.3 FEET (14.7 M) SOUTH OF THE
 ED0998'EASTBOUND LANES OF THE HIGHWAY, 115.3 FEET (35.1 M) EAST OF THE
 ED0998'NORTHEAST CHAIN LINK FENCE CORNER POST SURROUNDING A SWIMMING POOL.
 ED0998'NOTE-STATION IS INTERVISIBLE WITH STATIONS 42 003 AZ MK AND SCGPS 6.
 ED0998'RECOVERED BY T. HALL.
 ED0998
 ED0998                          STATION RECOVERY (2000)
 ED0998
 ED0998'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0998'STATION IS LOCATED 1.1 MILES (1.8 KM) NORTHEAST OF GREER, 15.7 MILES
 ED0998'(25.3 KM) WEST OF SPARTANBURG.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED0998'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED0998'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 ED0998'357 (ARLINGTON ROAD) AND U.S.  HIGHWAY 29 (WADE HAMPTON BOULEVARD) ,
 ED0998'0.9 MILE (1.4 KM) NORTHEAST OF GREER, GO EAST ON HIGHWAY 29 FOR 0.25
 ED0998'MILE (0.40 KM) TO THE STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF
 ED0998'THE EAST ENTRANCE DRIVE TO THE HERITAGE INN MOTEL.  STATION IS A
 ED0998'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) ABOVE
 ED0998'THE HIGHWAY, 21.2 FEET (6.5 M) WEST OF THE CENTER OF THE PAVED
 ED0998'ENTRANCE DRIVE, 25.5 FEET (7.8 M) NORTH NORTHWEST OF A POWER POLE WITH
 ED0998'A SCGS REFERENCE WASHER ATTACHED, 56.3 FEET (17.2 M) SOUTH OF THE
 ED0998'SOUTH EDGE OF PAVEMENT OF THE HIGHWAY, 8.0 FEET (2.4 M) NORTH
 ED0998'NORTHEAST OF THE METAL POST OF AN ENTRANCE SIGN, 68.6 FEET (20.9 M)
 ED0998'SOUTH OF THE CENTER OF THE HIGHWAY, 25.2 FEET (7.7 M) NORTH NORTHWEST
 ED0998'OF A WITNESS POST.  NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY
 ED0998'STATION SCGPS 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1286 ***********************************************************************
 ED1286  DESIGNATION -  42 003 AZ MK
 ED1286  PID         -  ED1286
 ED1286  STATE/COUNTY-  SC/SPARTANBURG
 ED1286  USGS QUAD   -  GREER (1983)
 ED1286
 ED1286                         *CURRENT SURVEY CONTROL
 ED1286  ___________________________________________________________________
 ED1286* NAD 83(2001)-  34 56 51.42484(N)    082 13 02.43215(W)     ADJUSTED  
 ED1286* NAVD 88     -       290.087  (meters)     951.73   (feet)  ADJUSTED  
 ED1286  ___________________________________________________________________
 ED1286  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 ED1286  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 ED1286  DYNAMIC HT  -         289.794 (meters)     950.77  (feet)  COMP
 ED1286  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 ED1286
 ED1286  HORZ ORDER  -  SECOND
 ED1286  VERT ORDER  -  FIRST     CLASS II
 ED1286
 ED1286.The horizontal coordinates were established by classical geodetic methods
 ED1286.and adjusted by the National Geodetic Survey in March 2004..
 ED1286
 ED1286.The orthometric height was determined by differential leveling
 ED1286.and adjusted by the National Geodetic Survey in June 1991..
 ED1286
 ED1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1286
 ED1286.The geoid height was determined by GEOID03.
 ED1286
 ED1286.The dynamic height is computed by dividing the NAVD 88
 ED1286.geopotential number by the normal gravity value computed on the
 ED1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1286.degrees latitude (g = 980.6199 gals.).
 ED1286
 ED1286.The modeled gravity was interpolated from observed gravity values.
 ED1286
 ED1286;                    North         East     Units Scale Factor Converg.
 ED1286;SPC SC       -   346,040.012   498,398.111   MT  1.00004263   -0 40 29.6
 ED1286;SPC SC       - 1,135,301.88  1,635,164.41   iFT  1.00004263   -0 40 29.6
 ED1286;UTM  17      - 3,867,910.620   388,841.860   MT  0.99975228   -0 41 50.6
 ED1286
 ED1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1286!SPC SC       -   0.99995940  x   1.00004263  =   1.00000203
 ED1286!UTM  17      -   0.99995940  x   0.99975228  =   0.99971169
 ED1286
 ED1286                          SUPERSEDED SURVEY CONTROL
 ED1286
 ED1286  NAD 83(1986)-  34 56 51.43525(N)    082 13 02.43156(W) AD(       ) 2
 ED1286  NAD 27      -  34 56 51.01643(N)    082 13 03.03188(W) AD(       ) 2
 ED1286  NGVD 29 (09/16/91)  290.171  (m)          952.00   (f) ADJUSTED    1 2
 ED1286
 ED1286.Superseded values are not recommended for survey control.
 ED1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1286.See file dsdata.txt to determine how the superseded data were derived.
 ED1286
 ED1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8884267911(NAD 83)
 ED1286_MARKER: DD = SURVEY DISK
 ED1286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ED1286_SP_SET: CURB
 ED1286_STAMPING: AZ MK 42 003 1979
 ED1286_MARK LOGO: SCGS  
 ED1286_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1286+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 ED1286
 ED1286  HISTORY     - Date     Condition        Report By
 ED1286  HISTORY     - 1979     MONUMENTED       SCGS
 ED1286  HISTORY     - 1979     GOOD             SCGS
 ED1286  HISTORY     - 19880808 GOOD             SCGS
 ED1286  HISTORY     - 19921207 GOOD             SCGS
 ED1286  HISTORY     - 19960723 GOOD             SCGS
 ED1286  HISTORY     - 20000731 GOOD             SCGS
 ED1286
 ED1286                          STATION DESCRIPTION
 ED1286
 ED1286'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1286'THE STATION IS LOCATED ABOUT
 ED1286'5-1/2 KM NORTH OF THE GREENVILLE-SPARTANBURG JETPORT,
 ED1286'4-3/4 KM EAST-SOUTHEAST OF DUNCAN, 3/4 KM NORTHEAST OF THE
 ED1286'CENTER OF GREER, ALONG U.S. HIGHWAY 29, AND ON
 ED1286'HIGHWAY RIGHT-OF-WAY.
 ED1286'
 ED1286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 ED1286'STATE HIGHWAY 14 AT THE NORTH SIDE OF GREER, GO EAST ON
 ED1286'HIGHWAY 29 FOR 0.8 KM (0.55 MI) TO RIDGEWOOD ROAD AND THE
 ED1286'STATION ON THE RIGHT.
 ED1286'
 ED1286'THE STATION IS A STANDARD SCGS DISK
 ED1286'STAMPED---AZ MK 42 003 1979---,
 ED1286'SET IN A DRILL HOLE FLUSH WITH A CONCRETE SIDEWALK.  IT IS LOCATED
 ED1286'16.70 METERS SOUTH-SOUTHWEST FROM THE CONCRETE MEDIAN OF HIGHWAY 29,
 ED1286'10.21 METERS EAST FROM THE CENTER OF RIDGEWOOD DRIVE,
 ED1286'8.66 METERS NORTHEAST FROM A FIRE HYDRANT, AND
 ED1286'2.90 METERS NORTHEAST FROM A STREET SIGN FOR RIDGEWOOD DRIVE.
 ED1286'
 ED1286'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 ED1286'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED1286
 ED1286                          STATION RECOVERY (1979)
 ED1286
 ED1286'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED1286'RECOVERED IN GOOD CONDITION.
 ED1286
 ED1286                          STATION RECOVERY (1988)
 ED1286
 ED1286'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1286'STATION IS LOCATED 0.9 MI NORTHEAST OF GREER, 4.2 MI WEST
 ED1286'NORTHWEST OF DUNCAN. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 ED1286'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 ED1286'HIGHWAY 357, IN GREER, GO WEST ON HIGHWAY 29 FOR 0.2 MI TO THE
 ED1286'JUNCTION OF RIDGEWOOD DRIVE AND THE MARK ON THE LEFT, SET IN THE
 ED1286'CURBING IN THE SOUTHEAST ANGLE OF THE JUNCTION.
 ED1286'STATION IS A DRILL MARK IN THE CURBING, 33.0 FT SOUTH OF THE CENTER
 ED1286'OF THE NORTH BOUND LANES OF HIGHWAY 29, 33.8 FT EAST OF THE CENTER
 ED1286'OF RIDGEWOOD DRIVE, 28.2 FT NORTHEAST OF A FIRE HYDRANT.
 ED1286
 ED1286                          STATION RECOVERY (1992)
 ED1286
 ED1286'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1286'RECOVERED AS DESCRIBED.
 ED1286
 ED1286                          STATION RECOVERY (1996)
 ED1286
 ED1286'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 ED1286'RECOVERED AS DESCRIBED.
 ED1286
 ED1286                          STATION RECOVERY (2000)
 ED1286
 ED1286'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1286'STATION IS LOCATED 6.2 MILES (10.0 KM) NORTH OF PELHAM, 16.5 MILES
 ED1286'(26.6 KM) WEST OF SPARTANBURG.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1286'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1286'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 ED1286'357 (ARLINGTON ROAD) AND U.S.  HIGHWAY 29 (WADE HAMPTON BOULEVARD) 0.9
 ED1286'MILE (1.4 KM) NORTHEAST OF GREER, GO EAST ON HIGHWAY 29 FOR 0.2 MILE
 ED1286'(0.3 KM) TO THE STATION ON THE LEFT IN THE CURB OF THE SOUTHEAST ANGLE
 ED1286'OF THE JUNCTION OF RIDGEWOOD DRIVE.  STATION IS A DISK SET IN A DRILL
 ED1286'HOLE IN A CONCRETE CURB AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 31.2
 ED1286'FEET (9.5 M) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE
 ED1286'HIGHWAY, 32.8 FEET (10.0 M) EAST OF THE CENTER OF RIDGEWOOD DRIVE,
 ED1286'28.1 FEET (8.6 M) NORTH NORTHEAST OF A FIRE HYDRANT, 56.7 FEET (17.3
 ED1286'M) WEST NORTHWEST OF A POWER POLE WITH TWO SECURITY LIGHTS AND A METER
 ED1286'BOX ATTACHED, 9.8 FEET (3.0 M) NORTHEAST OF A WITNESS POST.
 ED1286'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATIONS SCGPS 6, AND
 ED1286'SURVEY STATION 42 003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1328 ***********************************************************************
 ED1328  DESIGNATION -  42 004 AZ MK
 ED1328  PID         -  ED1328
 ED1328  STATE/COUNTY-  SC/SPARTANBURG
 ED1328  USGS QUAD   -  PELHAM (1983)
 ED1328
 ED1328                         *CURRENT SURVEY CONTROL
 ED1328  ___________________________________________________________________
 ED1328* NAD 83(2001)-  34 47 22.60663(N)    082 07 32.27559(W)     ADJUSTED  
 ED1328* NAVD 88     -       241.265  (meters)     791.55   (feet)  ADJUSTED  
 ED1328  ___________________________________________________________________
 ED1328  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 ED1328  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED1328  DYNAMIC HT  -         241.024 (meters)     790.76  (feet)  COMP
 ED1328  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 ED1328
 ED1328  HORZ ORDER  -  SECOND
 ED1328  VERT ORDER  -  FIRST     CLASS II
 ED1328
 ED1328.The horizontal coordinates were established by classical geodetic methods
 ED1328.and adjusted by the National Geodetic Survey in March 2004..
 ED1328
 ED1328.The orthometric height was determined by differential leveling
 ED1328.and adjusted by the National Geodetic Survey in June 1991..
 ED1328
 ED1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1328
 ED1328.The geoid height was determined by GEOID03.
 ED1328
 ED1328.The dynamic height is computed by dividing the NAVD 88
 ED1328.geopotential number by the normal gravity value computed on the
 ED1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1328.degrees latitude (g = 980.6199 gals.).
 ED1328
 ED1328.The modeled gravity was interpolated from observed gravity values.
 ED1328
 ED1328;                    North         East     Units Scale Factor Converg.
 ED1328;SPC SC       -   328,417.068   506,584.396   MT  0.99998475   -0 37 26.6
 ED1328;SPC SC       - 1,077,483.82  1,662,022.30   iFT  0.99998475   -0 37 26.6
 ED1328;UTM  17      - 3,850,289.559   397,019.665   MT  0.99973071   -0 38 32.3
 ED1328
 ED1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1328!SPC SC       -   0.99996702  x   0.99998475  =   0.99995177
 ED1328!UTM  17      -   0.99996702  x   0.99973071  =   0.99969774
 ED1328
 ED1328                          SUPERSEDED SURVEY CONTROL
 ED1328
 ED1328  NAD 83(1986)-  34 47 22.61661(N)    082 07 32.27483(W) AD(       ) 2
 ED1328  NAD 27      -  34 47 22.18268(N)    082 07 32.86434(W) AD(       ) 2
 ED1328  NAVD 88 (10/01/92)  241.26   (m)          791.5    (f) LEVELING    3  
 ED1328  NAVD 88 (09/17/91)  241.70   (m)          793.0    (f) LEVELING    3  
 ED1328  NGVD 29 (09/16/91)  241.364  (m)          791.88   (f) ADJUSTED    1 2
 ED1328
 ED1328.Superseded values are not recommended for survey control.
 ED1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1328.See file dsdata.txt to determine how the superseded data were derived.
 ED1328
 ED1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9702050290(NAD 83)
 ED1328_MARKER: DD = SURVEY DISK
 ED1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1328_SP_SET: CONCRETE POST
 ED1328_STAMPING: AZ MK 42 004 1979
 ED1328_MARK LOGO: SCGS  
 ED1328_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1328+STABILITY: SURFACE MOTION
 ED1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1328+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1988
 ED1328
 ED1328  HISTORY     - Date     Condition        Report By
 ED1328  HISTORY     - 1979     MONUMENTED       SCGS
 ED1328  HISTORY     - 1979     GOOD             SCGS
 ED1328  HISTORY     - 19880803 GOOD             SCGS
 ED1328  HISTORY     - 19881101 GOOD             SCGS
 ED1328  HISTORY     - 20001218 MARK NOT FOUND   SCGS
 ED1328
 ED1328                          STATION DESCRIPTION
 ED1328
 ED1328'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (JRS)
 ED1328'THE STATION IS LOCATED 25-3/4 KM EAST SOUTHEAST OF DOWNTOWN
 ED1328'GREENVILLE, 9-1/2 KM NORTHWEST OF WOODRUSS, ABOUT 1-1/2 KM EAST OF
 ED1328'THE ENOREE RIVER AND THE GREENVILLE SPARTANBURG COUNTY LINE AND
 ED1328'WITH IN THE ROAD RIGHT-OF-WAY.
 ED1328'
 ED1328'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED1328'AND STATE HIGHWAY 146 (EXIT 50), GO SOUTHEAST ON HIGHWAY
 ED1328'146 FOR 4.7 KM (2.9 MI) TO JUNCTION OF 146 AND 14.
 ED1328'CONTINUE STRAIGHT ON HIGHWAY 146 FOR 10.2 KM (6.35 MI) TO THE
 ED1328'ENOREE RIVER AND SPARTANBURG COUNTY LINE.  CONTINUE STRAIGHT FOR 0.6
 ED1328'KM (0.4 MI) TO A FORK.  TAKE RIGHT FORK, STAYING ON HIGHWAY 146 FOR
 ED1328'3.2 KM (2.0 MI) TO A CROSS ROAD.  TURN RIGHT AND GO 0.16 KM (0.1 MI)
 ED1328'TO THE STATION ON THE RIGHT DIRECTLY ACROSS FROM A UTILITY POLE.
 ED1328'
 ED1328'THE STATION IS A STANDARD SCGS DISK
 ED1328'STAMPED---AZ MK 42 004 1979---,
 ED1328'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1328'FLUSH WITH GROUND.  IT IS LOCATED
 ED1328'28.96 METERS NORTH FROM A OAK TREE 61 CM IN DIAMETER,
 ED1328'10.97 METERS WEST FROM A UTILITY POLE,
 ED1328'3.35 METERS WEST FROM THE APPROXIMATE CENTER LINE OF AN ASPHALT
 ED1328'ROAD, AND
 ED1328'1.0 METER EAST FROM A METAL WITNESS POST.
 ED1328'
 ED1328'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED1328'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1328'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 ED1328
 ED1328                          STATION RECOVERY (1979)
 ED1328
 ED1328'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1979
 ED1328'RECOVERED IN GOOD CONDITION.
 ED1328
 ED1328                          STATION RECOVERY (1988)
 ED1328
 ED1328'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1328'STATION IS LOCATED 7.1 MI NORTHWEST OF WOODRUFF, 6.1 MI NORTH
 ED1328'NORTHEAST OF REIDVILLE. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 ED1328'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 ED1328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 146,
 ED1328'(6.3 MI SOUTH OF REIDVILLE), GO WEST NORTHWEST ON HIGHWAY 146 FOR
 ED1328'0.8 MI TO THE JUNCTION OF RIVER ROAD, TURN LEFT ON RIVER ROAD FOR
 ED1328'0.15 MI TO THE MARK ON THE RIGHT.
 ED1328'STATION IS A CONCRETE POST PROJECTING 1-INCH AND LEVEL WITH THE ROAD,
 ED1328'11.2 FT WEST OF THE CENTER OF RIVER ROAD, 30.9 FT NORTHWEST OF A
 ED1328'CEDAR FENCE POST WITH A REFERENCE WASHER ATTACHED, 137.5 FT NORTH OF
 ED1328'THE CENTER OF DRIVEWAY TO A CONCRETE BLOCK HOUSE, 3.2 FT EAST OF A
 ED1328'WITNESS POST.
 ED1328
 ED1328                          STATION RECOVERY (1988)
 ED1328
 ED1328'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1328'RECOVERED IN GOOD CONDITION.
 ED1328
 ED1328                          STATION RECOVERY (2000)
 ED1328
 ED1328'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1328'STATION NOT RECOVERED, A 15 MINUTE SEARCH WAS CONDUCTED WITH THE
 ED1328'FOLLOWING RESULTS.  MEASUREMENTS LED TO A CONCRETE POST WITH THE TOP
 ED1328'BROKEN OFF, NO DISK WAS FOUND, PRESUMED DESTROYED.  RECOVERY BY J.B.
 ED1328'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2431 ***********************************************************************
 FB2431  DESIGNATION -  42 005
 FB2431  PID         -  FB2431
 FB2431  STATE/COUNTY-  SC/SPARTANBURG
 FB2431  USGS QUAD   -  CAMPOBELLO (1983)
 FB2431
 FB2431                         *CURRENT SURVEY CONTROL
 FB2431  ___________________________________________________________________
 FB2431* NAD 83(2001)-  35 05 08.90503(N)    082 10 01.75472(W)     ADJUSTED  
 FB2431* NAVD 88     -       316.924  (meters)    1039.77   (feet)  ADJUSTED  
 FB2431  ___________________________________________________________________
 FB2431  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 FB2431  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FB2431  DYNAMIC HT  -         316.604 (meters)    1038.72  (feet)  COMP
 FB2431  MODELED GRAV-     979,615.9   (mgal)                       NAVD 88
 FB2431
 FB2431  HORZ ORDER  -  SECOND
 FB2431  VERT ORDER  -  FIRST     CLASS II
 FB2431
 FB2431.The horizontal coordinates were established by classical geodetic methods
 FB2431.and adjusted by the National Geodetic Survey in March 2004..
 FB2431
 FB2431.The orthometric height was determined by differential leveling
 FB2431.and adjusted by the National Geodetic Survey in June 1991..
 FB2431
 FB2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2431
 FB2431.The geoid height was determined by GEOID03.
 FB2431
 FB2431.The dynamic height is computed by dividing the NAVD 88
 FB2431.geopotential number by the normal gravity value computed on the
 FB2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2431.degrees latitude (g = 980.6199 gals.).
 FB2431
 FB2431.The modeled gravity was interpolated from observed gravity values.
 FB2431
 FB2431;                    North         East     Units Scale Factor Converg.
 FB2431;SPC SC       -   361,318.030   503,155.652   MT  1.00009956   -0 38 49.5
 FB2431;SPC SC       - 1,185,426.61  1,650,773.14   iFT  1.00009956   -0 38 49.5
 FB2431;UTM  17      - 3,883,181.749   393,604.043   MT  0.99973951   -0 40 15.4
 FB2431
 FB2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2431!SPC SC       -   0.99995523  x   1.00009956  =   1.00005478
 FB2431!UTM  17      -   0.99995523  x   0.99973951  =   0.99969475
 FB2431
 FB2431:                Primary Azimuth Mark                     Grid Az
 FB2431:SPC SC       -  42 005 AZ MK                             194 57 39.9
 FB2431:UTM  17      -  42 005 AZ MK                             194 59 05.8
 FB2431
 FB2431|---------------------------------------------------------------------|
 FB2431| PID    Reference Object                     Distance      Geod. Az  |
 FB2431|                                                           dddmmss.s |
 FB2431| FB2432 42 005 AZ MK                        APPROX. 0.7 KM 1941850.4 |
 FB2431|---------------------------------------------------------------------|
 FB2431
 FB2431                          SUPERSEDED SURVEY CONTROL
 FB2431
 FB2431  NAD 83(1986)-  35 05 08.91494(N)    082 10 01.75894(W) AD(       ) 2
 FB2431  NAD 27      -  35 05 08.50350(N)    082 10 02.35724(W) AD(       ) 2
 FB2431  NGVD 29 (09/16/91)  316.989  (m)         1039.99   (f) ADJUSTED    1 2
 FB2431
 FB2431.Superseded values are not recommended for survey control.
 FB2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2431.See file dsdata.txt to determine how the superseded data were derived.
 FB2431
 FB2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9360483182(NAD 83)
 FB2431_MARKER: DD = SURVEY DISK
 FB2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2431_SP_SET: CONCRETE POST
 FB2431_STAMPING: HORZ 42 005 1981
 FB2431_MARK LOGO: SCGS  
 FB2431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2431+STABILITY: SURFACE MOTION
 FB2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2431+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988
 FB2431
 FB2431  HISTORY     - Date     Condition        Report By
 FB2431  HISTORY     - 1981     MONUMENTED       SCGS
 FB2431  HISTORY     - 1982     GOOD             SCGS
 FB2431  HISTORY     - 19880808 GOOD             SCGS
 FB2431
 FB2431                          STATION DESCRIPTION
 FB2431
 FB2431'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2431'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTH SOUTHEAST OF
 FB2431'LANDRUM, 8.5 KM (5.3 MI) NORTHWEST OF INMAN, 3.7 KM (2.3 MI)
 FB2431'SOUTHWEST OF CAMPOBELLO. STATION IN THE LAWN.
 FB2431'OWNERSHIP--MR TONY WEST, ROUTE 2, BOX 620, CAMPOBELLO, SC
 FB2431'29322, PHONE 803-472-6992.
 FB2431'
 FB2431'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND
 FB2431'STATE HIGHWAY 357 IN CAMPOBELLO.  GO SOUTHWEST ON STATE HIGHWAY
 FB2431'357 FOR 3.8 KM (2.35 MI) TO THE STATION ON THE RIGHT.
 FB2431'
 FB2431'THE STATION IS A STANDARD SCGS DISK
 FB2431'STAMPED---HORZ 42 005 1981---,
 FB2431'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2431'FLUSH WITH GROUND.  IT IS LOCATED
 FB2431'21.26 METERS (69.75 FT) NORTHEAST FROM THE APPROXIMATE
 FB2431'CENTER OF A DRIVEWAY LEADING TO THE WHITE HOUSE.
 FB2431'16.88 METERS (55.40 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 FB2431'CENTER OF A BRICK CHIMNEY.
 FB2431'7.75 METERS (23.88 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 FB2431'CENTER LINE OF STATE HIGHWAY 357.
 FB2431'2.10 METERS (6.90 FT) SOUTHWEST FROM A WATER METER COVER.
 FB2431'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2431'STAMPED---HORZ 42 005 1981---,
 FB2431'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2431'
 FB2431'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FB2431'STAMPED---AZ MK 42 005 1981---,
 FB2431'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2431'FLUSH WITH GROUND.  IT IS LOCATED
 FB2431'23.13 METERS (75.9 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 FB2431'CENTER LINE OF STATE HIGHWAY 357.
 FB2431'10.44 METERS (34.25 FT) WEST-SOUTHWEST FROM A POWER LINE
 FB2431'POLE SERVICING A SHINGLED HOUSE.
 FB2431'5.31 METERS (17.43 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 FB2431'CENTER OF A GRAVEL ROAD.
 FB2431'0.47 METER (1.58 FT) NORTH-NORTHWEST FROM A FOUR FOOT HIGH
 FB2431'CHAIN LINK FENCE SURROUNDING THE SHINGLED HOUSE.
 FB2431'
 FB2431'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON HIGHWAY
 FB2431'357 FOR 0.7 KM (0.45 MI) TO A GRAVEL ROAD RIGHT AND AZIMUTH
 FB2431'SET BY A CHAIN LINK FENCE.
 FB2431'
 FB2431'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FB2431'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2431
 FB2431                          STATION RECOVERY (1988)
 FB2431
 FB2431'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2431'STATION IS LOCATED 2.2 MI SOUTH SOUTHWEST OF CAMPOBELLO, 5.2 MI
 FB2431'WEST NORTHWEST OF INMAN. OWNERSHIP--TONY WEST, 6511 HIGHWAY 357,
 FB2431'CAMPOBELLO, SC 29322, PHONE-803-472-6992.
 FB2431'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 357 AND U.S.
 FB2431'HIGHWAY 176 IN CAMPOBELLO, GO SOUTHWEST ON HIGHWAY 357 FOR 2.35 MI
 FB2431'TO THE MARK ON THE RIGHT, IN FRONT OF A SHINGLE-SIDED HOUSE,
 FB2431'0.05 MI NORTHEAST OF THE JUNCTION OF STATE ROAD 210.
 FB2431'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2431'HIGHWAY, 24.2 FT WEST NORTHWEST OF THE CENTER OF THE HIGHWAY,
 FB2431'53.4 FT SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHIMNEY ON
 FB2431'THE SOUTHWEST SIDE OF THE HOUSE, 63.5 FT EAST SOUTHEAST OF A
 FB2431'SECURITY LIGHT POLE NEAR THE SWIMMING POOL, 32.1 FT NORTH NORTHEAST
 FB2431'OF AN 8-INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2432 ***********************************************************************
 FB2432  DESIGNATION -  42 005 AZ MK
 FB2432  PID         -  FB2432
 FB2432  STATE/COUNTY-  SC/SPARTANBURG
 FB2432  USGS QUAD   -  CAMPOBELLO (1983)
 FB2432
 FB2432                         *CURRENT SURVEY CONTROL
 FB2432  ___________________________________________________________________
 FB2432* NAD 83(2001)-  35 04 47.69504(N)    082 10 08.33814(W)     ADJUSTED  
 FB2432* NAVD 88     -       318.435  (meters)    1044.73   (feet)  ADJUSTED  
 FB2432  ___________________________________________________________________
 FB2432  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 FB2432  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FB2432  DYNAMIC HT  -         318.113 (meters)    1043.68  (feet)  COMP
 FB2432  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 FB2432
 FB2432  HORZ ORDER  -  SECOND
 FB2432  VERT ORDER  -  FIRST     CLASS II
 FB2432
 FB2432.The horizontal coordinates were established by classical geodetic methods
 FB2432.and adjusted by the National Geodetic Survey in March 2004..
 FB2432.No horizontal observational check was made to the station.
 FB2432
 FB2432.The orthometric height was determined by differential leveling
 FB2432.and adjusted by the National Geodetic Survey in June 1991..
 FB2432
 FB2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2432
 FB2432.The geoid height was determined by GEOID03.
 FB2432
 FB2432.The dynamic height is computed by dividing the NAVD 88
 FB2432.geopotential number by the normal gravity value computed on the
 FB2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2432.degrees latitude (g = 980.6199 gals.).
 FB2432
 FB2432.The modeled gravity was interpolated from observed gravity values.
 FB2432
 FB2432;                    North         East     Units Scale Factor Converg.
 FB2432;SPC SC       -   360,666.259   502,981.486   MT  1.00009701   -0 38 53.1
 FB2432;SPC SC       - 1,183,288.25  1,650,201.73   iFT  1.00009701   -0 38 53.1
 FB2432;UTM  17      - 3,882,530.284   393,429.667   MT  0.99973997   -0 40 18.8
 FB2432
 FB2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2432!SPC SC       -   0.99995499  x   1.00009701  =   1.00005199
 FB2432!UTM  17      -   0.99995499  x   0.99973997  =   0.99969497
 FB2432
 FB2432                          SUPERSEDED SURVEY CONTROL
 FB2432
 FB2432  NAD 83(1986)-  35 04 47.70493(N)    082 10 08.34227(W) AD(       ) 2
 FB2432  NAD 27      -  35 04 47.29309(N)    082 10 08.94070(W) AD(       ) 2
 FB2432  NGVD 29 (09/16/91)  318.500  (m)         1044.95   (f) ADJUSTED    1 2
 FB2432
 FB2432.Superseded values are not recommended for survey control.
 FB2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2432.See file dsdata.txt to determine how the superseded data were derived.
 FB2432
 FB2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9343082530(NAD 83)
 FB2432_MARKER: DD = SURVEY DISK
 FB2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2432_SP_SET: CONCRETE POST
 FB2432_STAMPING: AZ MK 42 005 1981
 FB2432_MARK LOGO: SCGS  
 FB2432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2432+STABILITY: SURFACE MOTION
 FB2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2432+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1988
 FB2432
 FB2432  HISTORY     - Date     Condition        Report By
 FB2432  HISTORY     - 1981     MONUMENTED       SCGS
 FB2432  HISTORY     - 1982     GOOD             SCGS
 FB2432  HISTORY     - 19880501 GOOD             SCGS
 FB2432
 FB2432                          STATION DESCRIPTION
 FB2432
 FB2432'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2432'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTH SOUTHEAST
 FB2432'OF LANDRUM, 8.5 KM (5.3 MI) NORTHWEST OF INMAN, 4.3 KM (2.7 MI)
 FB2432'SOUTHWEST OF CAMPOBELLO.  STATION IS SET ALONG FENCELINE.
 FB2432'OWNERSHIP--MR LARRY C BARNES, ROUTE 2 BOX 620, CAMPOBELLO,
 FB2432'SC 29322, PHONE 803-472-6992.
 FB2432'
 FB2432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND
 FB2432'STATE HIGHWAY 357 IN CAMPOBELLO.  GO SOUTHWEST ON STATE HIGHWAY 357
 FB2432'FOR 4.5 KM (2.8 MI) TO THE STATION ON THE RIGHT.
 FB2432'
 FB2432'THE STATION IS A STANDARD SCGS DISK
 FB2432'STAMPED---AZ MK 42 005 1981---,
 FB2432'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2432'FLUSH WITH GROUND.  IT IS LOCATED
 FB2432'23.13 METERS (75.9 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 FB2432'CENTER LINE OF STATE HIGHWAY 357.
 FB2432'10.44 METERS (34.25 FT) WEST-SOUTHWEST FROM A POWER POLE
 FB2432'SERVICING A SHINGLED HOUSE.
 FB2432'5.31 METERS (17.43 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 FB2432'CENTER OF GRAVEL ROAD.
 FB2432'0.47 METER (1.58 FT) NORTH-NORTHWEST FROM A 1.2 METER HIGH
 FB2432'CHAIN LINK FENCE.
 FB2432'
 FB2432'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FB2432'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2432
 FB2432                          STATION RECOVERY (1988)
 FB2432
 FB2432'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2432'STATION IS LOCATED 2.65 MI SOUTH SOUTHWEST OF CAMPOBELLO,5.1 MI
 FB2432'WEST NORTHWEST OF INMAN.  OWNERSHIP--MR. LARRY C. BARNES, RT. 2 BOX
 FB2432'620, CAMPOBELLO, SC  29322.
 FB2432'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 357 AND U.S.
 FB2432'HIGHWAY 176 IN CAMPOBELLO, GO SOUTHWEST ON HIGHWAY 357 FOR 2.8 MI TO
 FB2432'THE JUNCTION OF A SAND ROAD AND THE MARK IN THE SOUTHWEST ANGLE OF THE
 FB2432'JUNCTION, NEAR A CHAIN LINK FENCE THAT SURROUNDS A SHINGLE-SIDED
 FB2432'HOUSE, 1.0 MI NORTHEAST OF THE JUNCTION OF STATE ROAD 52.
 FB2432'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2432'HIGHWAY, 72.3 FT WEST OF THE CENTER OF THE HIGHWAY, 19.0 FT SOUTH
 FB2432'SOUTHEAST OF THE CENTER OF THE ROADS, 31.2 FT NORTH OF THE NORTHEAST
 FB2432'CORNER OF THE HOUSE, 19.4 FT EAST OF A 6-INCH PINE TREE, 1.5 FT
 FB2432'NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2859 ***********************************************************************
 FB2859  DESIGNATION -  42 006
 FB2859  PID         -  FB2859
 FB2859  STATE/COUNTY-  SC/SPARTANBURG
 FB2859  USGS QUAD   -  LANDRUM (1987)
 FB2859
 FB2859                         *CURRENT SURVEY CONTROL
 FB2859  ___________________________________________________________________
 FB2859* NAD 83(2001)-  35 09 48.94800(N)    082 10 04.17554(W)     ADJUSTED  
 FB2859* NAVD 88     -       317.7    (meters)    1042.     (feet)  GPS OBS   
 FB2859  ___________________________________________________________________
 FB2859  X           -     711,370.484 (meters)                     COMP
 FB2859  Y           -  -5,171,532.114 (meters)                     COMP
 FB2859  Z           -   3,652,884.134 (meters)                     COMP
 FB2859  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 FB2859  ELLIP HEIGHT-         285.98  (meters)          (03/27/03) GPS OBS
 FB2859  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FB2859
 FB2859  HORZ ORDER  -  FIRST
 FB2859  ELLP ORDER  -  FOURTH    CLASS II
 FB2859
 FB2859.The horizontal coordinates were established by GPS observations
 FB2859.and adjusted by the National Geodetic Survey in March 2003..
 FB2859
 FB2859.The orthometric height was determined by GPS observations and a
 FB2859.high-resolution geoid model.
 FB2859
 FB2859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2859
 FB2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2859
 FB2859.The ellipsoidal height was determined by GPS observations
 FB2859.and is referenced to NAD 83.
 FB2859
 FB2859.The geoid height was determined by GEOID03.
 FB2859
 FB2859;                    North         East     Units Scale Factor Converg.
 FB2859;SPC SC       -   369,949.393   503,191.858   MT  1.00013420   -0 38 50.8
 FB2859;SPC SC       - 1,213,744.73  1,650,891.92   iFT  1.00013420   -0 38 50.8
 FB2859;SPC NC       -   161,414.106   321,078.285   MT  0.99987377   -1 49 42.2
 FB2859;SPC NC       -   529,572.78  1,053,404.34   sFT  0.99987377   -1 49 42.2
 FB2859;UTM  17      - 3,891,809.839   393,643.929   MT  0.99973940   -0 40 21.5
 FB2859
 FB2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2859!SPC SC       -   0.99995511  x   1.00013420  =   1.00008931
 FB2859!SPC NC       -   0.99995511  x   0.99987377  =   0.99982889
 FB2859!UTM  17      -   0.99995511  x   0.99973940  =   0.99969453
 FB2859
 FB2859:                Primary Azimuth Mark                     Grid Az
 FB2859:SPC SC       -  42 006 AZ MK                             143 48 54.1
 FB2859:SPC NC       -  42 006 AZ MK                             144 59 45.5
 FB2859:UTM  17      -  42 006 AZ MK                             143 50 24.8
 FB2859
 FB2859|---------------------------------------------------------------------|
 FB2859| PID    Reference Object                     Distance      Geod. Az  |
 FB2859|                                                           dddmmss.s |
 FB2859| FB2858 42 006 AZ MK                        APPROX. 1.2 KM 1431003.3 |
 FB2859| FB2829 LANDRUM MILLS WATER TANK            APPROX. 1.3 KM 1671055.1 |
 FB2859|---------------------------------------------------------------------|
 FB2859
 FB2859                          SUPERSEDED SURVEY CONTROL
 FB2859
 FB2859  NAD 83(1995)-  35 09 48.94808(N)    082 10 04.17510(W) AD(       ) 1
 FB2859  ELLIP H (12/20/99)  286.02   (m)                       GP(       ) 4 1
 FB2859  NAD 83(1986)-  35 09 48.95906(N)    082 10 04.18145(W) AD(       ) 1
 FB2859  NAD 83(1986)-  35 09 48.95700(N)    082 10 04.18337(W) AD(       ) 2
 FB2859  NAD 27      -  35 09 48.54477(N)    082 10 04.77609(W) AD(       ) 2
 FB2859  NGVD 29 (07/19/86)  317.7    (m)         1042.     (f) VERT ANG       
 FB2859
 FB2859.Superseded values are not recommended for survey control.
 FB2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2859.See file dsdata.txt to determine how the superseded data were derived.
 FB2859
 FB2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9364491810(NAD 83)
 FB2859_MARKER: DD = SURVEY DISK
 FB2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2859_SP_SET: CONCRETE POST
 FB2859_STAMPING: HORZ 42 006 1981
 FB2859_MARK LOGO: SCGS  
 FB2859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2859+STABILITY: SURFACE MOTION
 FB2859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2859+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1990
 FB2859
 FB2859  HISTORY     - Date     Condition        Report By
 FB2859  HISTORY     - 1981     MONUMENTED       SCGS
 FB2859  HISTORY     - 1982     GOOD             SCGS
 FB2859  HISTORY     - 19890608 GOOD             SCGS
 FB2859  HISTORY     - 19900627 GOOD
 FB2859
 FB2859                          STATION DESCRIPTION
 FB2859
 FB2859'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2859'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MI) SOUTHEAST OF LANDRUM,
 FB2859'5.4 KM (3.4 MI) NORTH NORTHWEST OF CAMPOBELLO, 6.7 KM (4.2 MI)
 FB2859'NORTHEAST OF GOWANSVILLE.  STATION IS SET IN THE LAWN.
 FB2859'OWNERSHIP--R A  BROOKS, ROUTE 3, LANDRUM SC 29322.
 FB2859'
 FB2859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND
 FB2859'STATE HIGHWAY 14 IN LANDRUM.  GO 0.1 KM (0.05 MI) EAST-NORTHEAST
 FB2859'ALONG HIGHWAY 14 TO A CROSSROAD,
 FB2859'TURN RIGHT AND GO SOUTH ON COUNTY ROAD
 FB2859'S-42-926 FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF S-42-930, TURN
 FB2859'LEFT AND GO EAST FOR 0.7 KM (0.45 MI) TO A DRIVEWAY ON THE LEFT
 FB2859'AND SIGN (THE BROOKS), TURN LEFT AND GO 0.2 (0.1 MI) UP HILL ALONG
 FB2859'THE DRIVEWAY TO THE STATION ON THE LEFT.
 FB2859'
 FB2859'THE STATION IS A STANDARD SCGS DISK
 FB2859'STAMPED---HORZ 42 006 1982---,
 FB2859'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2859'FLUSH WITH GROUND.  IT IS LOCATED
 FB2859'38.89 METER (127.6 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST
 FB2859'CORNER OF THE BRICK HOUSE.
 FB2859'14.80 METER (48.56 FT) NORTHWEST FROM A PAIR OF PALMETTO
 FB2859'TREES.
 FB2859'10.58 METER (34.71 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 FB2859'CENTER OF A PAVED DRIVE.
 FB2859'3.10 METER (10.15 FT) WEST FROM A THORN BUSH.
 FB2859'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2859'STAMPED---HORZ 42 006 1981---,
 FB2859'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2859'
 FB2859'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FB2859'STAMPED---AZ MK 42 006 1981---,
 FB2859'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2859'FLUSH WITH GROUND.  IT IS LOCATED
 FB2859'22.04 METER (72.31 FT) EAST FROM THE APPROXIMATE
 FB2859'CENTER LINE OF A PAVED ROAD LEADING NORTH.
 FB2859'15.0 METER (49.2 FT) NORTH FROM THE APPROXIMATE
 FB2859'CENTER LINE OF THE MAIN PAVED ROAD.
 FB2859'11.21 METER (36.75 FT) SOUTHWEST FROM A TRUNKED APPLE
 FB2859'TREE.
 FB2859'2.47 METER (8.15 FT) NORTH FROM A POWER LINE POLE WITH 4
 FB2859'GUY WIRES.
 FB2859'
 FB2859'TO REACH AZIMUTH MARK FROM THE STATION PROCEED 0.7 KM
 FB2859'(0.45 MI) SOUTHWEST ON S-42-930, TURN LEFT AND GO 0.8 KM
 FB2859'(0.5 MI) SOUTHEAST ON S-42-926 TO THE BIGSAN WATER TANK,
 FB2859'TURN LEFT AND GO 0.7 KM (0.45 MI) NORTHEAST ON A PAVED ROAD
 FB2859'TO A PAVED ROAD LEFT AND THE AZIMUTH MARK IN THE SOUTHWEST
 FB2859'CORNER OF A FIELD.
 FB2859'
 FB2859'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FB2859'NO REFERENCE MARKS WERE STABLISHED AT THIS TIME.
 FB2859
 FB2859                          STATION RECOVERY (1989)
 FB2859
 FB2859'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2859'STATION IS LOCATED 1.4 MILFS
 FB2859'SOUTHEASTOFLANDRUM.OWNERSHIP--RALPHCROMIS, 401 REDHILL LANE, LANDRUM,
 FB2859'SC 29356, PHONE 803-457-4772.
 FB2859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (HOWARD
 FB2859'AVENUE) AND STATE HIGHWAY 14 (WEST RUTHERFORD STREET) IN LANDRUM, GO
 FB2859'EAST NORTHEAST ON HIGHWAY 14 FOR 0.05 MILE TO THE JUNCTION OF STATE
 FB2859'ROAD 926 (SOUTH SHAMROCK AVENUE), TURN RIGHT ON ROAD 926 FOR 1.45
 FB2859'MILES TO THE JUNCTION OF STATE ROAD 930 (REDHILL LANE), TURN LEFT ON
 FB2859'ROAD 930 FOR 0.45 MILE TO A PAVED DRIVEWAY LEFT, TURN LEFT ON THE
 FB2859'DRIVEWAY FOR 0.1 MILE TO THE STATION ON THE LEFT NEAR A COVERED WELL
 FB2859'(CONCRETE PIPE WITH A TOP).
 FB2859'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2859'PAVED DRIVEWAY, 127.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FB2859'BRICK HOUSE, 99.7 FEET NORTH NORTHWEST OF THE CENTER OF THE WELL,
 FB2859'124.5 FEET EAST OF THE SUPPORT POLE FOR A SATELITE DISH, 35.5 FEET
 FB2859'WEST SOUTHWEST OF THE CENTFR OF THE DRIVEWAY, 53.0 FEET NORTH OF A
 FB2859'14-INCH SWEETGUM TREE.
 FB2859'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB2859'RECOVERED BY J.R. WERNER.
 FB2859
 FB2859                          STATION RECOVERY (1990)
 FB2859
 FB2859'RECOVERED 1990
 FB2859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2858 ***********************************************************************
 FB2858  DESIGNATION -  42 006 AZ MK
 FB2858  PID         -  FB2858
 FB2858  STATE/COUNTY-  SC/SPARTANBURG
 FB2858  USGS QUAD   -  LANDRUM (1987)
 FB2858
 FB2858                         *CURRENT SURVEY CONTROL
 FB2858  ___________________________________________________________________
 FB2858* NAD 83(2001)-  35 09 18.81154(N)    082 09 36.69288(W)     ADJUSTED  
 FB2858* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 FB2858  ___________________________________________________________________
 FB2858  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 FB2858  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FB2858
 FB2858  HORZ ORDER  -  SECOND
 FB2858
 FB2858.The horizontal coordinates were established by classical geodetic methods
 FB2858.and adjusted by the National Geodetic Survey in March 2004..
 FB2858
 FB2858.The orthometric height was scaled from a topographic map.
 FB2858
 FB2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2858
 FB2858.The geoid height was determined by GEOID03.
 FB2858
 FB2858;                    North         East     Units Scale Factor Converg.
 FB2858;SPC SC       -   369,012.759   503,876.991   MT  1.00013038   -0 38 35.6
 FB2858;SPC SC       - 1,210,671.78  1,653,139.73   iFT  1.00013038   -0 38 35.6
 FB2858;UTM  17      - 3,890,873.276   394,328.383   MT  0.99973762   -0 40 05.1
 FB2858
 FB2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2858!SPC SC       -   0.99995728  x   1.00013038  =   1.00008765
 FB2858!UTM  17      -   0.99995728  x   0.99973762  =   0.99969491
 FB2858
 FB2858:                Primary Azimuth Mark                     Grid Az
 FB2858:SPC SC       -  42 006                                   323 48 54.8
 FB2858:UTM  17      -  42 006                                   323 50 24.3
 FB2858
 FB2858|---------------------------------------------------------------------|
 FB2858| PID    Reference Object                     Distance      Geod. Az  |
 FB2858|                                                           dddmmss.s |
 FB2858| FB2859 42 006                              APPROX. 1.2 KM 3231019.2 |
 FB2858|---------------------------------------------------------------------|
 FB2858
 FB2858                          SUPERSEDED SURVEY CONTROL
 FB2858
 FB2858  NAD 83(1986)-  35 09 18.82089(N)    082 09 36.70063(W) AD(       ) 2
 FB2858  NAD 27      -  35 09 18.40753(N)    082 09 37.29374(W) AD(       ) 2
 FB2858
 FB2858.Superseded values are not recommended for survey control.
 FB2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2858.See file dsdata.txt to determine how the superseded data were derived.
 FB2858
 FB2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9432890873(NAD 83)
 FB2858_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2858_SP_SET: CONCRETE POST
 FB2858_MARK LOGO: SCGS  
 FB2858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2858+STABILITY: SURFACE MOTION
 FB2858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2858+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1989
 FB2858
 FB2858  HISTORY     - Date     Condition        Report By
 FB2858  HISTORY     - 1982     MONUMENTED       SCGS
 FB2858  HISTORY     - 1982     GOOD             SCGS
 FB2858  HISTORY     - 19890608 GOOD             SCGS
 FB2858
 FB2858                          STATION DESCRIPTION
 FB2858
 FB2858'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2858'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) NORTHWEST OF INMAN,
 FB2858'4.8 KM (3.0 MI) NORTH-NORTHWEST OF CAMPOBELLO, 3.5 KM
 FB2858'(2.2 MI) SOUTH-SOUTHEAST OF LANDRUM.  STATION IS SET IN A
 FB2858'FIELD.
 FB2858'OWNERSHIP--MR CALVIN EDWARDS, ROUTE 3 BOX 171, CAMPOBELLO SC
 FB2858'29322.
 FB2858'
 FB2858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND
 FB2858'STATE HIGHWAY 14 IN LANDRUM.  GO 0.1 KM (0.05 MI) EAST-NORTHEAST
 FB2858'ALONG HIGHWAY 14 TO A CROSSROAD,
 FB2858'TURN RIGHT AND GO SOUTH ON COUNTY ROAD
 FB2858'S-42-926 FOR 4.2 KM (2.6 MI) TO THE BIGSAN WATER TANK, TURN
 FB2858'LEFT AND GO 0.7 KM (0.45 MI) NORTHEAST ON A PAVED ROAD TO A
 FB2858'PAVED ROAD LEFT AND THE STATION SET IN THE SOUTHEAST CORNER
 FB2858'OF A FIELD.
 FB2858'
 FB2858'THE STATION IS A STANDARD SCGS DISK
 FB2858'STAMPED---AZ MK 42 006 1981---,
 FB2858'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2858'FLUSH WITH GROUND.  IT IS LOCATED
 FB2858'22.04 METERS (72.31 FT) EAST FROM THE APPROXIMATE
 FB2858'CENTER OF PAVED ROAD LEADING NORTH.
 FB2858'15.0 METERS (49.2 FT) NORTH FROM THE APPROXIMATE
 FB2858'CENTER OF THE MAIN PAVED ROAD.
 FB2858'11.21 METERS (36.75 FT) SOUTHWEST FROM A MULTI-TRUNKED
 FB2858'APPLE TREE.
 FB2858'2.47 METERS (8.15 FT) NORTH FROM A POWER POLE WITH 4 GUY WIRES.
 FB2858'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2858'STAMPED---AZ MK 42 006 1981---,
 FB2858'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW THE SURFACE.
 FB2858'
 FB2858'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FB2858'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2858
 FB2858                          STATION RECOVERY (1982)
 FB2858
 FB2858'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2858'RECOVERED IN GOOD CONDITION.
 FB2858
 FB2858                          STATION RECOVERY (1989)
 FB2858
 FB2858'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2858'STATION IS LOCATED 2.05 MILES
 FB2858'SOUTHEASTOFLANDRUM.OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION,
 FB2858'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FB2858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (HOWARD
 FB2858'AVENUE) AND STATE HIGHWAY 14 (WEST RUTHERFORD STREET) IN LANDRUM, GO
 FB2858'EAST NORTHEAST ON HIGHWAY 14 FOR 0.05 MILE TO THE JUNCTION OF STATE
 FB2858'ROAD 926 (SOUTH SHAMROCK AVENUE), TURN RIGHT ON ROAD 926 FOR 1.45
 FB2858'MILES TO THE JUNCTION OF STATE ROAD 930 (REDHILL LANE), CONTINUE ON
 FB2858'ROAD 926 FOR 0.35 MILE TO THE JUNCTION OF LANDRUM MILL ROAD, TURN
 FB2858'LEFT ON LANDRUM MILL ROAD FOR 0.45 MILE TO THE STATION NEAR A POWER
 FB2858'POLE IN THE NORTHEAST ANGLF OF PILLSBURGH CIRCLE.
 FB2858'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2858'ROAD, 6.1 FEET NORTH NORTHFAST OF THE POWER POLE NUMBER
 FB2858'105550/052640, 10.0 FEET SOUTH SOUTHEAST OF THE GUY WIRE ANCHOR, 49.0
 FB2858'FEET NORTH OF THE CENTER OF LANDRUM MILL ROAD, 71.7 FEET EAST OF THE
 FB2858'CENTER OF PILLSBURGH CIRCLF.
 FB2858'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2809 ***********************************************************************
 FB2809  DESIGNATION -  42 007
 FB2809  PID         -  FB2809
 FB2809  STATE/COUNTY-  SC/SPARTANBURG
 FB2809  USGS QUAD   -  INMAN (1983)
 FB2809
 FB2809                         *CURRENT SURVEY CONTROL
 FB2809  ___________________________________________________________________
 FB2809* NAD 83(2001)-  35 06 56.40540(N)    082 05 12.35592(W)     ADJUSTED  
 FB2809* NAVD 88     -       275.5    (meters)     904.     (feet)  VERTCON   
 FB2809  ___________________________________________________________________
 FB2809  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FB2809  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FB2809
 FB2809  HORZ ORDER  -  SECOND
 FB2809
 FB2809.The horizontal coordinates were established by classical geodetic methods
 FB2809.and adjusted by the National Geodetic Survey in March 2004..
 FB2809
 FB2809.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2809
 FB2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2809
 FB2809.The geoid height was determined by GEOID03.
 FB2809
 FB2809;                    North         East     Units Scale Factor Converg.
 FB2809;SPC SC       -   364,551.128   510,521.641   MT  1.00011263   -0 36 09.0
 FB2809;SPC SC       - 1,196,033.88  1,674,939.77   iFT  1.00011263   -0 36 09.0
 FB2809;UTM  17      - 3,886,410.638   400,968.575   MT  0.99972087   -0 37 30.7
 FB2809
 FB2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2809!SPC SC       -   0.99996174  x   1.00011263  =   1.00007437
 FB2809!UTM  17      -   0.99996174  x   0.99972087  =   0.99968262
 FB2809
 FB2809:                Primary Azimuth Mark                     Grid Az
 FB2809:SPC SC       -  42 007 AZ MK                             161 49 17.2
 FB2809:UTM  17      -  42 007 AZ MK                             161 50 38.9
 FB2809
 FB2809|---------------------------------------------------------------------|
 FB2809| PID    Reference Object                     Distance      Geod. Az  |
 FB2809|                                                           dddmmss.s |
 FB2809| FB2808 42 007 AZ MK                        431.852 METERS 1611308.2 |
 FB2809|---------------------------------------------------------------------|
 FB2809
 FB2809                          SUPERSEDED SURVEY CONTROL
 FB2809
 FB2809  NAD 83(1986)-  35 06 56.41546(N)    082 05 12.36113(W) AD(       ) 2
 FB2809  NAD 27      -  35 06 56.00310(N)    082 05 12.96518(W) AD(       ) 2
 FB2809  NGVD 29 (07/19/86)  275.6    (m)          904.     (f) VERT ANG       
 FB2809
 FB2809.Superseded values are not recommended for survey control.
 FB2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2809.See file dsdata.txt to determine how the superseded data were derived.
 FB2809
 FB2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0096986411(NAD 83)
 FB2809_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2809+STABILITY: SURFACE MOTION
 FB2809
 FB2809  HISTORY     - Date     Condition        Report By
 FB2809  HISTORY     - 1982     MONUMENTED       SCGS
 FB2809
 FB2809                          STATION DESCRIPTION
 FB2809
 FB2809'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2809'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) NORTH OF INMAN, 6.0 KM
 FB2809'(3.7 MI) EAST OF CAMPOBELLO, 4.8 KM (3.0 MI) SOUTHWEST OF NEW
 FB2809'PROSPECT. STATION IS SET ALONG ROAD RIGHT-OF-WAY.
 FB2809'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO
 FB2809'BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FB2809'
 FB2809'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE
 FB2809'HIGHWAY 11 AND INTERSTATE HIGHWAY 26.  GO WESTERLY ON
 FB2809'HIGHWAY 11 FOR 0.1 KM (0.05 MI) TO THE FRONTAGE ROAD (S-42-37),
 FB2809'TURN LEFT AND GO SOUTHERLY ON THE FRONTAGE ROAD FOR 2.9 KM
 FB2809'(1.8 MI) TO A PAVED ROAD LEFT, TURN LEFT ON PAVED ROAD AND GO
 FB2809'0.65 KM (0.45 MI) TO THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY
 FB2809'26, CONTINUE 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 FB2809'
 FB2809'THE STATION IS A STANDARD SCGS DISK
 FB2809'STAMPED---HORZ 42 007 1981---,
 FB2809'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2809'FLUSH WITH GROUND.  IT IS LOCATED
 FB2809'6.58 METERS (21.6 FT) EAST-NORTHEAST FROM THE NORTHEAST
 FB2809'CEMENT GUARD RAIL FOR OVERPASS OVER INTERSTATE 26.
 FB2809'1.03 METERS (3.37 FT) NORTHEAST FROM A METAL WITNESS POST.
 FB2809'0.59 METER (1.95 FT) NORTH-NORTHWEST FROM A STEEL GUARD
 FB2809'RAIL.
 FB2809'4.72 METERS (15.5 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 FB2809'CENTER OF PAVED ROAD.
 FB2809'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2809'STAMPED---HORZ 42 007 1981---,
 FB2809'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2809'
 FB2809'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FB2809'STAMPED---AZ MK 42 007 1981---,
 FB2809'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2809'FLUSH WITH GROUND.  IT IS LOCATED
 FB2809'53.3 METERS (174.9 FT) NORTH-NORTHWEST FROM A POWER POLE
 FB2809'WITH GUY WIRE.
 FB2809'8.30 METERS (47.3 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FB2809'CENTER OF THE FRONTAGE ROAD.
 FB2809'0.67 METER (2.2 FT) WEST-SOUTHWEST FROM A METAL WITNESS
 FB2809'POST ALONG FENCE LINE.
 FB2809'
 FB2809'TO REACH AZIMUTH MARK FROM THE JUNCTION
 FB2809'OVERPASS OF STATE HIGHWAY 11 AND INTERSTATE HIGHWAY 26.  GO
 FB2809'WESTERLY ON HIGHWAY 11 FOR 9.1 KM (0.05 MI) TO THE FRONTAGE
 FB2809'ROAD (S-42-37), TURN LEFT AND GO SOUTHERLY ON THE FRONTAGE
 FB2809'ROAD FOR 2.9 KM (1.8 MI) TO A PAVED ROAD LEFT, TURN LEFT ON
 FB2809'PAVED ROAD AND GO 0.6 KM (0.4 MI) TO A ROAD RIGHT, JUST BEFORE
 FB2809'THE OVERPASS FOR INTERSTATE 26, TURN RIGHT ON THE PAVED ROAD AND
 FB2809'SOUTHERLY FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE LEFT.
 FB2809'
 FB2809'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FB2809'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2808 ***********************************************************************
 FB2808  DESIGNATION -  42 007 AZ MK
 FB2808  PID         -  FB2808
 FB2808  STATE/COUNTY-  SC/SPARTANBURG
 FB2808  USGS QUAD   -  INMAN (1983)
 FB2808
 FB2808                         *CURRENT SURVEY CONTROL
 FB2808  ___________________________________________________________________
 FB2808* NAD 83(2001)-  35 06 43.13824(N)    082 05 06.86547(W)     ADJUSTED  
 FB2808* NAVD 88     -       265.7    (meters)     872.     (feet)  VERTCON   
 FB2808  ___________________________________________________________________
 FB2808  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FB2808  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FB2808
 FB2808  HORZ ORDER  -  SECOND
 FB2808
 FB2808.The horizontal coordinates were established by classical geodetic methods
 FB2808.and adjusted by the National Geodetic Survey in March 2004..
 FB2808
 FB2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2808
 FB2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2808
 FB2808.The geoid height was determined by GEOID03.
 FB2808
 FB2808;                    North         East     Units Scale Factor Converg.
 FB2808;SPC SC       -   364,140.784   510,656.385   MT  1.00011100   -0 36 06.0
 FB2808;SPC SC       - 1,194,687.61  1,675,381.84   iFT  1.00011100   -0 36 06.0
 FB2808;UTM  17      - 3,886,000.401   401,103.104   MT  0.99972054   -0 37 27.3
 FB2808
 FB2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2808!SPC SC       -   0.99996328  x   1.00011100  =   1.00007428
 FB2808!UTM  17      -   0.99996328  x   0.99972054  =   0.99968383
 FB2808
 FB2808:                Primary Azimuth Mark                     Grid Az
 FB2808:SPC SC       -  42 007                                   341 49 17.4
 FB2808:UTM  17      -  42 007                                   341 50 38.7
 FB2808
 FB2808|---------------------------------------------------------------------|
 FB2808| PID    Reference Object                     Distance      Geod. Az  |
 FB2808|                                                           dddmmss.s |
 FB2808| FB2809 42 007                              431.852 METERS 3411311.4 |
 FB2808|---------------------------------------------------------------------|
 FB2808
 FB2808                          SUPERSEDED SURVEY CONTROL
 FB2808
 FB2808  NAD 83(1986)-  35 06 43.14832(N)    082 05 06.87061(W) AD(       ) 2
 FB2808  NAD 27      -  35 06 42.73559(N)    082 05 07.47510(W) AD(       ) 2
 FB2808  NGVD 29 (07/19/86)  265.8    (m)          872.     (f) VERT ANG       
 FB2808
 FB2808.Superseded values are not recommended for survey control.
 FB2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2808.See file dsdata.txt to determine how the superseded data were derived.
 FB2808
 FB2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0110386000(NAD 83)
 FB2808_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2808+STABILITY: SURFACE MOTION
 FB2808
 FB2808  HISTORY     - Date     Condition        Report By
 FB2808  HISTORY     - 1982     MONUMENTED       SCGS
 FB2808
 FB2808                          STATION DESCRIPTION
 FB2808
 FB2808'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2808'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) NORTH OF INMAN,
 FB2808'6.0 KM (3.7 MI) EAST OF CAMPOBELLO, 4.8 KM (3.0 MI) SOUTHWEST
 FB2808'OF NEW PROSPECT. STATION IS SET ALONG ROAD RIGHT-OF-WAY.
 FB2808'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, P O
 FB2808'BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FB2808'
 FB2808'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY
 FB2808'11 AND INTERSTATE HIGHWAY 26, GO WESTERLY ON HIGHWAY 11 FOR
 FB2808'0.1 KM (0.05 MI) TO THE FRONTAGE ROAD (S-42-37), TURN LEFT
 FB2808'AND GO SOUTHERLY ON THE FRONTAGE ROAD FOR 2.9 KM (1.8 MI) TO A
 FB2808'PAVED ROAD LEFT, TURN LEFT ON THE PAVED ROAD AND GO 0.6 KM
 FB2808'(0.4 MI) TO A ROAD RIGHT, JUST BEFORE A OVERPASS FOR INTERSTATE
 FB2808'26, TURN RIGHT ON THE PAVED ROAD AND GO SOUTHERLY FOR 0.5 KM
 FB2808'(0.3 MI) TO THE STATION ON THE LEFT.
 FB2808'
 FB2808'THE STATION IS A STANDARD SCGS DISK
 FB2808'STAMPED---AZ MK 42 007 1981---,
 FB2808'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2808'FLUSH WITH GROUND.  IT IS LOCATED
 FB2808'53.3 METERS (174.8 FT) NORTH-NORTHWEST FROM A POWER POLE
 FB2808'WITH GUY WIRE.
 FB2808'8.30 METERS (47.3 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FB2808'CENTER OF FRONTAGE ROAD.
 FB2808'0.67 METER (2.20 FT) WEST-SOUTHWEST FROM A METAL WITNESS
 FB2808'POST ALONG FENCE LINE.
 FB2808'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2808'STAMPED---AZ MK 42 007 1981---,
 FB2808'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2808'
 FB2808'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FB2808'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2807 ***********************************************************************
 FB2807  DESIGNATION -  42 008
 FB2807  PID         -  FB2807
 FB2807  STATE/COUNTY-  SC/SPARTANBURG
 FB2807  USGS QUAD   -  INMAN (1983)
 FB2807
 FB2807                         *CURRENT SURVEY CONTROL
 FB2807  ___________________________________________________________________
 FB2807* NAD 83(2001)-  35 01 48.91165(N)    082 06 06.60457(W)     ADJUSTED  
 FB2807* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 FB2807  ___________________________________________________________________
 FB2807  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FB2807  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FB2807
 FB2807  HORZ ORDER  -  SECOND
 FB2807
 FB2807.The horizontal coordinates were established by classical geodetic methods
 FB2807.and adjusted by the National Geodetic Survey in March 2004..
 FB2807
 FB2807.The orthometric height was scaled from a topographic map.
 FB2807
 FB2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2807
 FB2807.The geoid height was determined by GEOID03.
 FB2807
 FB2807;                    North         East     Units Scale Factor Converg.
 FB2807;SPC SC       -   355,089.226   509,046.838   MT  1.00007596   -0 36 39.1
 FB2807;SPC SC       - 1,164,990.90  1,670,101.17   iFT  1.00007596   -0 36 39.1
 FB2807;UTM  17      - 3,876,952.821   399,490.659   MT  0.99972450   -0 37 57.1
 FB2807
 FB2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2807!SPC SC       -   0.99995820  x   1.00007596  =   1.00003416
 FB2807!UTM  17      -   0.99995820  x   0.99972450  =   0.99968271
 FB2807
 FB2807:                Primary Azimuth Mark                     Grid Az
 FB2807:SPC SC       -  42 008 AZ MK                             268 47 43.9
 FB2807:UTM  17      -  42 008 AZ MK                             268 49 01.9
 FB2807
 FB2807|---------------------------------------------------------------------|
 FB2807| PID    Reference Object                     Distance      Geod. Az  |
 FB2807|                                                           dddmmss.s |
 FB2807| FB2806 42 008 AZ MK                        APPROX. 1.5 KM 2681104.8 |
 FB2807|---------------------------------------------------------------------|
 FB2807
 FB2807                          SUPERSEDED SURVEY CONTROL
 FB2807
 FB2807  NAD 83(1986)-  35 01 48.92212(N)    082 06 06.60783(W) AD(       ) 2
 FB2807  NAD 27      -  35 01 48.50372(N)    082 06 07.21702(W) AD(       ) 2
 FB2807
 FB2807.Superseded values are not recommended for survey control.
 FB2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2807.See file dsdata.txt to determine how the superseded data were derived.
 FB2807
 FB2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9949176953(NAD 83)
 FB2807_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2807_SP_SET: CONCRETE POST
 FB2807_MARK LOGO: SCGS  
 FB2807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2807+STABILITY: SURFACE MOTION
 FB2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2807+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1989
 FB2807
 FB2807  HISTORY     - Date     Condition        Report By
 FB2807  HISTORY     - 1982     MONUMENTED       SCGS
 FB2807  HISTORY     - 1982     GOOD             SCGS
 FB2807  HISTORY     - 19890619 GOOD             SCGS
 FB2807
 FB2807                          STATION DESCRIPTION
 FB2807
 FB2807'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2807'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHWEST OF
 FB2807'INMAN, 16.1 KM (10.0 MI) NORTH-NORTHWEST OF WELLFORD, 14.5 KM
 FB2807'(9.0 MI) SOUTHEAST OF GOWANSVILLE. STATION IS SET ALONG FENCE
 FB2807'LINE OF J.L. MORROW.
 FB2807'OWNERSHIP--MR J L  MORROW, INMAN MILLS, PO BOX 207, INMAN
 FB2807'SC 29349, PHONE 803-472-2121.
 FB2807'
 FB2807'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND
 FB2807'STATE HIGHWAY 292 IN INMAN.  GO SOUTHWEST ON HIGHWAY 292 FOR
 FB2807'1.8 KM (1.1 MI) TO A INTERSECTION WITH COUNTY ROAD S-42-52,
 FB2807'TURN RIGHT AND GO WESTERLY FOR 0.2 KM (0.1 MI) TO A RED
 FB2807'GRAVEL DRIVE ON THE RIGHT AND THE STATION ABOUT 115 FEET UP
 FB2807'THE DRIVE.
 FB2807'
 FB2807'THE STATION IS A STANDARD SCGS DISK
 FB2807'STAMPED---HORZ 42 008 1981---,
 FB2807'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2807'FLUSH WITH GROUND.  IT IS LOCATED
 FB2807'13.8 METERS (45.1 FT) EAST-NORTHEAST FROM THE NORTHEAST
 FB2807'CORNER OF A WHITE ONE STORY HOME.
 FB2807'2.15 METERS (7.10 FT) WEST FROM THE APPROXIMATE CENTER
 FB2807'OF A RED GRAVEL DRIVE.
 FB2807'0.3 METER (0.9 FT) EAST FROM A METAL WITNESS POST ALONG
 FB2807'A FENCE LINE.
 FB2807'35.1 METERS (115.2 FT) NORTH FROM THE APPROXIMATE CENTER
 FB2807'OF S-42-52.
 FB2807'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2807'STAMPED---HORZ 42 008 1981---,
 FB2807'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2807'
 FB2807'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FB2807'STAMPED---AZ MK 42 008 1981---,
 FB2807'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2807'FLUSH WITH GROUND.  IT IS LOCATED
 FB2807'6.12 METERS (20.1 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FB2807'CENTER OF COUNTY ROAD S-42-52.
 FB2807'5.82 METERS (19.1 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FB2807'CENTER OF BURNETT ROAD.
 FB2807'13.10 METERS (43.0 FT) EAST-NORTHEAST FROM A POWER POLE
 FB2807'WITH TRANSFORMER AND GUY WIRE.
 FB2807'0.40 METER (1.31 FT) NORTH-NORTHEAST FROM A METAL WITNESS
 FB2807'POST.
 FB2807'
 FB2807'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ON
 FB2807'S-42-52 FOR 1.4 KM (0.9 MI) TO A PAVED ROAD LEFT (BURNETT ROAD)
 FB2807'AND THE AZIMUTH SET IN THE SOUTHEAST CORNER.
 FB2807'
 FB2807'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.8 METERS.
 FB2807'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2807
 FB2807                          STATION RECOVERY (1982)
 FB2807
 FB2807'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2807'RECOVERED IN GOOD CONDITION.
 FB2807
 FB2807                          STATION RECOVERY (1989)
 FB2807
 FB2807'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2807'STATION IS LOCATED 1.35 MILES SOUTHWEST OF INMAN.  OWNERSHIP--INMAN
 FB2807'MILLS, INMAN, SC 29349.
 FB2807'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND STATE
 FB2807'HIGHWAY 292 IN INMAN, GO SOUTHWEST ON HIGHWAY 292 FOR 1.05 MILES TO
 FB2807'THE JUNCTION OF STATE ROAD 52 (NEW CUT ROAD), TURN RIGHT ON ROAD 52
 FB2807'FOR 0.1 MILE TO A GRAVEL DRIVE ON THE RIGHT, TURN RIGHT ON THE DRIVE
 FB2807'FOR 115 FEET TO THE STATION ON THE LEFT NEAR A FENCE LINE.
 FB2807'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2807'DRIVE, 1.6 FEET EAST SOUTHFAST OF THE FENCE LINE, 35.7 FEET SOUTHWEST
 FB2807'OF A POWER POLE WITH A SECURITY LIGHT, 115.2 FEET NORTHEAST OF THE
 FB2807'CENTER OF ROAD 52, 7.5 FEET NORTHWEST OF THE CENTER OF THE DRIVE,
 FB2807'67.4 FEET NORTH NORTHWEST OF THE WEST CORNER OF A SHINGLE-SIDED
 FB2807'HOUSE, 1.0 FOOT EAST SOUTHFAST OF A WITNESS POST.
 FB2807'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB2807'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2806 ***********************************************************************
 FB2806  DESIGNATION -  42 008 AZ MK
 FB2806  PID         -  FB2806
 FB2806  STATE/COUNTY-  SC/SPARTANBURG
 FB2806  USGS QUAD   -  INMAN (1983)
 FB2806
 FB2806                         *CURRENT SURVEY CONTROL
 FB2806  ___________________________________________________________________
 FB2806* NAD 83(2001)-  35 01 47.36663(N)    082 07 05.71533(W)     ADJUSTED  
 FB2806* NAVD 88     -       303.4    (meters)     995.     (feet)  GPS OBS   
 FB2806  ___________________________________________________________________
 FB2806  X           -     717,013.207 (meters)                     COMP
 FB2806  Y           -  -5,179,355.976 (meters)                     COMP
 FB2806  Z           -   3,640,732.780 (meters)                     COMP
 FB2806  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FB2806  ELLIP HEIGHT-         271.83  (meters)          (03/27/03) GPS OBS
 FB2806  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FB2806
 FB2806  HORZ ORDER  -  FIRST
 FB2806  ELLP ORDER  -  FOURTH    CLASS II
 FB2806
 FB2806.The horizontal coordinates were established by GPS observations
 FB2806.and adjusted by the National Geodetic Survey in March 2003..
 FB2806
 FB2806.The orthometric height was determined by GPS observations and a
 FB2806.high-resolution geoid model.
 FB2806
 FB2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2806
 FB2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2806
 FB2806.The ellipsoidal height was determined by GPS observations
 FB2806.and is referenced to NAD 83.
 FB2806
 FB2806.The geoid height was determined by GEOID03.
 FB2806
 FB2806;                    North         East     Units Scale Factor Converg.
 FB2806;SPC SC       -   355,057.707   507,547.927   MT  1.00007579   -0 37 11.9
 FB2806;SPC SC       - 1,164,887.49  1,665,183.49   iFT  1.00007579   -0 37 11.9
 FB2806;UTM  17      - 3,876,921.884   397,992.260   MT  0.99972824   -0 38 31.0
 FB2806
 FB2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2806!SPC SC       -   0.99995733  x   1.00007579  =   1.00003312
 FB2806!UTM  17      -   0.99995733  x   0.99972824  =   0.99968559
 FB2806
 FB2806:                Primary Azimuth Mark                     Grid Az
 FB2806:SPC SC       -  42 008                                   088 47 42.8
 FB2806:UTM  17      -  42 008                                   088 49 01.9
 FB2806
 FB2806|---------------------------------------------------------------------|
 FB2806| PID    Reference Object                     Distance      Geod. Az  |
 FB2806|                                                           dddmmss.s |
 FB2806| FB2807 42 008                              APPROX. 1.5 KM 0881030.9 |
 FB2806|---------------------------------------------------------------------|
 FB2806
 FB2806                          SUPERSEDED SURVEY CONTROL
 FB2806
 FB2806  NAD 83(1995)-  35 01 47.36716(N)    082 07 05.71424(W) AD(       ) 1
 FB2806  ELLIP H (12/20/99)  271.84   (m)                       GP(       ) 4 1
 FB2806  NAD 83(1986)-  35 01 47.37739(N)    082 07 05.71847(W) AD(       ) 1
 FB2806  NAD 83(1986)-  35 01 47.37683(N)    082 07 05.71838(W) AD(       ) 2
 FB2806  NAD 27      -  35 01 46.95927(N)    082 07 06.32588(W) AD(       ) 2
 FB2806  NGVD 29 (07/19/86)  304.8    (m)         1000.     (f) VERT ANG       
 FB2806
 FB2806.Superseded values are not recommended for survey control.
 FB2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2806.See file dsdata.txt to determine how the superseded data were derived.
 FB2806
 FB2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9799276922(NAD 83)
 FB2806_MARKER: DD = SURVEY DISK
 FB2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2806_SP_SET: CONCRETE POST
 FB2806_STAMPING: AZ MK 42 008 1981
 FB2806_MARK LOGO: SCGS  
 FB2806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2806+STABILITY: SURFACE MOTION
 FB2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2806+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1990
 FB2806
 FB2806  HISTORY     - Date     Condition        Report By
 FB2806  HISTORY     - 1981     MONUMENTED       SCGS
 FB2806  HISTORY     - 1982     GOOD             SCGS
 FB2806  HISTORY     - 19890619 GOOD             SCGS
 FB2806  HISTORY     - 19900625 GOOD
 FB2806
 FB2806                          STATION DESCRIPTION
 FB2806
 FB2806'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2806'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHWEST OF INMAN,
 FB2806'16.0 KM (10.0 MI) NORTH-NORTHWEST OF WELLFORD, 14.5 KM (9.0 MI)
 FB2806'SOUTHEAST OF GOWANSVILLE. STATION IS SET ALONG ROAD RIGHT-OF-WAY.
 FB2806'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FB2806'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FB2806'
 FB2806'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FB2806'176 AND STATE HIGHWAY 292 IN INMAN.  GO SOUTHWEST ON HIGHWAY
 FB2806'292 FOR 1.8 KM (1.1 MI) TO A INTERSECTION WITH COUNTY ROAD
 FB2806'S-42-52, TURN RIGHT AND GO WESTERLY FOR 0.2 KM (0.1 MI) TO A
 FB2806'RED GRAVEL DRIVE ON THE RIGHT AND STATION 42 008 SCGS ABOUT 115 FEET
 FB2806'UP DRIVE, CONTINUE 1.4 KM (0.9 MI) TO STATION ON THE LEFT AT THE
 FB2806'SOUTHEAST CORNER OF ROAD LEFT (BURNETT ROAD) AND S-42-52.
 FB2806'
 FB2806'THE STATION IS A STANDARD SCGS DISK
 FB2806'STAMPED---AZ MK 42 008 1981---,
 FB2806'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2806'FLUSH WITH GROUND.  IT IS LOCATED
 FB2806'6.12 METERS (20.1 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FB2806'CENTER OF S-42-52.
 FB2806'5.82 METERS (19.1 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FB2806'CENTER OF BURNETT ROAD.
 FB2806'13.10 METERS (43.0 FT) EAST-NORTHEAST FROM A POWER POLE
 FB2806'WITH TRANSFORMER AND GUY WIRE.
 FB2806'0.40 METER (1.31 FT) NORTH-NORTHEAST FROM A METAL WITNESS
 FB2806'POST.
 FB2806'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2806'STAMPED---AZ MK 42 008 1981---,
 FB2806'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2806'
 FB2806'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FB2806'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2806
 FB2806                          STATION RECOVERY (1989)
 FB2806
 FB2806'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2806'STATION IS LOCATED 2.0 MILFS SOUTHWEST OF INMAN.  OWNERSHIP--SCDHPT,
 FB2806'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB2806'803-737-1314.
 FB2806'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND STATE
 FB2806'HIGHWAY 292 IN INMAN, GO SOUTHWEST ON HIGHWAY 292 FOR 1.05 MILES TO
 FB2806'THE JUNCTION OF STATE ROAD 52 (NEW CUT ROAD), TURN RIGHT ON ROAD 52
 FB2806'FOR 1.0 MILE TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF
 FB2806'BURNETT ROAD.
 FB2806'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD
 FB2806'52, 115.7 FEET NORTH NORTHWEST OF THE NORTHEAST CORNER OF A WOOD AND
 FB2806'BRICK HOUSE IN THE SOUTHEAST ANGLE OF THE JUNCTION, 118.0 FEET WEST
 FB2806'OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE, 20.0 FEET SOUTH OF THE
 FB2806'CENTER OF ROAD 52, 19.0 FEFT EAST OF THE CENTER OF BURNETT ROAD, 1.2
 FB2806'FEET NORTH NORTHEAST OF A WITNESS POST.
 FB2806'RECOVERED BY J.R. WERNER.
 FB2806
 FB2806                          STATION RECOVERY (1990)
 FB2806
 FB2806'RECOVERED 1990
 FB2806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2822 ***********************************************************************
 FB2822  DESIGNATION -  42 009
 FB2822  PID         -  FB2822
 FB2822  STATE/COUNTY-  SC/SPARTANBURG
 FB2822  USGS QUAD   -  CAMPOBELLO (1983)
 FB2822
 FB2822                         *CURRENT SURVEY CONTROL
 FB2822  ___________________________________________________________________
 FB2822* NAD 83(2001)-  35 06 48.40235(N)    082 07 37.37282(W)     ADJUSTED  
 FB2822* NAVD 88     -       289.3    (meters)     949.     (feet)  VERTCON   
 FB2822  ___________________________________________________________________
 FB2822  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 FB2822  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FB2822
 FB2822  HORZ ORDER  -  SECOND
 FB2822
 FB2822.The horizontal coordinates were established by classical geodetic methods
 FB2822.and adjusted by the National Geodetic Survey in March 2004..
 FB2822
 FB2822.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2822
 FB2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2822
 FB2822.The geoid height was determined by GEOID03.
 FB2822
 FB2822;                    North         East     Units Scale Factor Converg.
 FB2822;SPC SC       -   364,343.816   506,846.617   MT  1.00011165   -0 37 29.4
 FB2822;SPC SC       - 1,195,353.73  1,662,882.60   iFT  1.00011165   -0 37 29.4
 FB2822;UTM  17      - 3,886,204.887   397,294.889   MT  0.99973000   -0 38 54.0
 FB2822
 FB2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2822!SPC SC       -   0.99995957  x   1.00011165  =   1.00007122
 FB2822!UTM  17      -   0.99995957  x   0.99973000  =   0.99968958
 FB2822
 FB2822:                Primary Azimuth Mark                     Grid Az
 FB2822:SPC SC       -  42 009 AZ MK                             195 56 36.3
 FB2822:UTM  17      -  42 009 AZ MK                             195 58 00.9
 FB2822
 FB2822|---------------------------------------------------------------------|
 FB2822| PID    Reference Object                     Distance      Geod. Az  |
 FB2822|                                                           dddmmss.s |
 FB2822| FB2820 42 009 AZ MK                        APPROX. 1.4 KM 1951906.9 |
 FB2822|---------------------------------------------------------------------|
 FB2822
 FB2822                          SUPERSEDED SURVEY CONTROL
 FB2822
 FB2822  NAD 83(1986)-  35 06 48.41199(N)    082 07 37.37713(W) AD(       ) 2
 FB2822  NAD 27      -  35 06 48.00127(N)    082 07 37.97814(W) AD(       ) 2
 FB2822  NGVD 29 (07/19/86)  289.4    (m)          949.     (f) VERT ANG       
 FB2822
 FB2822.Superseded values are not recommended for survey control.
 FB2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2822.See file dsdata.txt to determine how the superseded data were derived.
 FB2822
 FB2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9729586205(NAD 83)
 FB2822_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2822+STABILITY: SURFACE MOTION
 FB2822
 FB2822  HISTORY     - Date     Condition        Report By
 FB2822  HISTORY     - 1982     MONUMENTED       SCGS
 FB2822
 FB2822                          STATION DESCRIPTION
 FB2822
 FB2822'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2822'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHEAST OF LANDRUM,
 FB2822'8.0 KM (5.0 MI) NORTHWEST OF INMAN, 1.9 KM (1.2 MI)
 FB2822'EAST OF CAMPOBELLO. STATION IS SET IN THE FRONT YARD
 FB2822'OF CHARLES BROWN.
 FB2822'OWNERSHIP--MR CHARLES BROWN, ROUTE 3 BOX 23, CAMPOBELLO
 FB2822'SC 29322.
 FB2822'
 FB2822'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 176 AND
 FB2822'STATE HIGHWAY 11, IN CAMPOBELLO.  GO NORTHWEST ON HIGHWAY 11 FOR
 FB2822'1.8 KM (1.15 MI) TO A CROSSROAD, TURN RIGHT AND GO SOUTHEAST
 FB2822'FOR 2.1 KM (1.35 MI) TO A T-JUNCTION, TURN LEFT
 FB2822'AND GO UP A SMALL HILL FOR 0.5 KM (0.3 MI) TO A DRIVEWAY ON THE
 FB2822'LEFT, TURN LEFT AND GO WESTERLY ALONG THE DRIVEWAY FOR 0.1 KM
 FB2822'(0.05 MI) TO A POINT WHERE THE DRIVEWAY BEARS RIGHT AND THE
 FB2822'STATION STRAIGHT AHEAD, NEAR THE FENCE LINE.
 FB2822'
 FB2822'THE STATION IS A STANDARD SCGS DISK
 FB2822'STAMPED---HORZ 42 009 1981---,
 FB2822'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2822'FLUSH WITH GROUND.  IT IS LOCATED
 FB2822'13.16 METERS (43.2 FT) SOUTHEAST FROM THE SOUTHEAST
 FB2822'CORNER OF A DOUBLE GARAGE.
 FB2822'2.42 METERS (7.9 FT) NORTH-NORTHEAST FROM THE FENCE LINE.
 FB2822'5.10 METERS (16.4 FT) NORTHWEST FROM A FENCE CORNER.
 FB2822'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2822'STAMPED---HORZ 42 009 1981---,
 FB2822'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW THE SURFACE.
 FB2822'
 FB2822'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FB2822'STAMPED---AZ MK 42 009 1981---,
 FB2822'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2822'FLUSH WITH GROUND.  IT IS LOCATED
 FB2822'9.68 METERS (30.15 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 FB2822'CENTER OF A PAVED ROAD.
 FB2822'8.40 METERS (20.77 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 FB2822'CENTER OF A PAVED ROAD.
 FB2822'2.26 METERS (7.4 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER.
 FB2822'1.67 METERS (5.3 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 FB2822'
 FB2822'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ALONG
 FB2822'THE DRIVEWAY FOR 0.1 KM (0.05 MI) TO THE PAVED ROAD, TURN RIGHT
 FB2822'AND GO NORTHERLY ALONG THE PAVED ROAD FOR 1.45 KM (0.95 MI) TO
 FB2822'THE AZIMUTH ON THE RIGHT. SET NEAR A SMALL UTILITY POLE.
 FB2822'
 FB2822'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FB2822'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2820 ***********************************************************************
 FB2820  DESIGNATION -  42 009 AZ MK
 FB2820  PID         -  FB2820
 FB2820  STATE/COUNTY-  SC/SPARTANBURG
 FB2820  USGS QUAD   -  CAMPOBELLO (1983)
 FB2820
 FB2820                         *CURRENT SURVEY CONTROL
 FB2820  ___________________________________________________________________
 FB2820* NAD 83(2001)-  35 06 05.11672(N)    082 07 51.80001(W)     ADJUSTED  
 FB2820* NAVD 88     -       275.9    (meters)     905.     (feet)  VERTCON   
 FB2820  ___________________________________________________________________
 FB2820  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 FB2820  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FB2820
 FB2820  HORZ ORDER  -  SECOND
 FB2820
 FB2820.The horizontal coordinates were established by classical geodetic methods
 FB2820.and adjusted by the National Geodetic Survey in March 2004..
 FB2820
 FB2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2820
 FB2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2820
 FB2820.The geoid height was determined by GEOID03.
 FB2820
 FB2820;                    North         East     Units Scale Factor Converg.
 FB2820;SPC SC       -   363,013.792   506,466.662   MT  1.00010636   -0 37 37.4
 FB2820;SPC SC       - 1,190,990.13  1,661,636.03   iFT  1.00010636   -0 37 37.4
 FB2820;UTM  17      - 3,884,875.522   396,914.533   MT  0.99973096   -0 39 01.6
 FB2820
 FB2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2820!SPC SC       -   0.99996167  x   1.00010636  =   1.00006803
 FB2820!UTM  17      -   0.99996167  x   0.99973096  =   0.99969264
 FB2820
 FB2820:                Primary Azimuth Mark                     Grid Az
 FB2820:SPC SC       -  42 009                                   015 56 36.0
 FB2820:UTM  17      -  42 009                                   015 58 00.2
 FB2820
 FB2820|---------------------------------------------------------------------|
 FB2820| PID    Reference Object                     Distance      Geod. Az  |
 FB2820|                                                           dddmmss.s |
 FB2820| FB2822 42 009                              APPROX. 1.4 KM 0151858.6 |
 FB2820|---------------------------------------------------------------------|
 FB2820
 FB2820                          SUPERSEDED SURVEY CONTROL
 FB2820
 FB2820  NAD 83(1986)-  35 06 05.12635(N)    082 07 51.80412(W) AD(       ) 2
 FB2820  NAD 27      -  35 06 04.71483(N)    082 07 52.40536(W) AD(       ) 2
 FB2820  NGVD 29 (07/19/86)  276.0    (m)          906.     (f) VERT ANG       
 FB2820
 FB2820.Superseded values are not recommended for survey control.
 FB2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2820.See file dsdata.txt to determine how the superseded data were derived.
 FB2820
 FB2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9691584876(NAD 83)
 FB2820_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2820+STABILITY: SURFACE MOTION
 FB2820
 FB2820  HISTORY     - Date     Condition        Report By
 FB2820  HISTORY     - 1982     MONUMENTED       SCGS
 FB2820
 FB2820                          STATION DESCRIPTION
 FB2820
 FB2820'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2820'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHEAST OF LANDRUM,
 FB2820'8.0 KM (5.0 MI) NORTHWEST OF INMAN, 1.9 KM (1.2 MI) EAST OF
 FB2820'CAMPOBELLO. STATION IS SET ON ROAD RIGHT-OF-WAY.
 FB2820'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FB2820'P0 BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FB2820'
 FB2820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND
 FB2820'U.S. HIGHWAY 176 IN CAMPOBELLO.  GO NORTHWEST ON HIGHWAY 11 FOR
 FB2820'1.85 KM (1.15 MI) TO A CROSSROAD, TURN RIGHT AND GO SOUTHEAST
 FB2820'FOR 2.15 KM (1.35 MI) TO A T-JUNCTION. TURN RIGHT AND
 FB2820'GO SOUTHERLY FOR 1.0 KM (0.65 MI) TO A CROSSROAD AND THE AZIMUTH
 FB2820'MARK ON THE RIGHT. STATION IS SET IN THE NORTH ANGLE OF THE
 FB2820'INTERSECTION.
 FB2820'
 FB2820'THE STATION IS A STANDARD SCGS DISK
 FB2820'STAMPED---AZ MK 42 009 1981---,
 FB2820'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2820'FLUSH WITH GROUND.  IT IS LOCATED
 FB2820'2.26 METERS (7.4 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER.
 FB2820'8.40 METERS (20.77 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 FB2820'CENTER OF A PAVED ROAD.
 FB2820'9.68 METERS (30.15 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 FB2820'CENTER OF A PAVED ROAD.
 FB2820'1.67 METERS (5.3 FT) SOUTH-SOUTHWEST FROM A METAL
 FB2820'WITNESS POST.
 FB2820'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2820'STAMPED---AZ MK 42 009 1981---,
 FB2820'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2820'
 FB2820'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2820'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2802 ***********************************************************************
 FB2802  DESIGNATION -  42 010
 FB2802  PID         -  FB2802
 FB2802  STATE/COUNTY-  SC/SPARTANBURG
 FB2802  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB2802
 FB2802                         *CURRENT SURVEY CONTROL
 FB2802  ___________________________________________________________________
 FB2802* NAD 83(2001)-  35 11 21.61918(N)    082 03 31.12736(W)     ADJUSTED  
 FB2802* NAVD 88     -       289.8    (meters)     951.     (feet)  VERT ANG  
 FB2802  ___________________________________________________________________
 FB2802  X           -     720,993.287 (meters)                     COMP
 FB2802  Y           -  -5,168,514.664 (meters)                     COMP
 FB2802  Z           -   3,655,202.285 (meters)                     COMP
 FB2802  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FB2802  ELLIP HEIGHT-         257.65  (meters)          (03/13/03) GPS OBS
 FB2802  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 FB2802
 FB2802  HORZ ORDER  -  FIRST
 FB2802  ELLP ORDER  -  FOURTH    CLASS II
 FB2802
 FB2802.The horizontal coordinates were established by GPS observations
 FB2802.and adjusted by the National Geodetic Survey in March 2003..
 FB2802
 FB2802.The orthometric height was determined by vertical angle observations.
 FB2802
 FB2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2802
 FB2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2802
 FB2802.The ellipsoidal height was determined by GPS observations
 FB2802.and is referenced to NAD 83.
 FB2802
 FB2802.The geoid height was determined by GEOID03.
 FB2802
 FB2802;                    North         East     Units Scale Factor Converg.
 FB2802;SPC SC       -   372,698.399   513,168.843   MT  1.00014607   -0 35 12.9
 FB2802;SPC SC       - 1,222,763.78  1,683,624.81   iFT  1.00014607   -0 35 12.9
 FB2802;UTM  17      - 3,894,553.496   403,617.950   MT  0.99971448   -0 36 36.4
 FB2802
 FB2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2802!SPC SC       -   0.99995956  x   1.00014607  =   1.00010562
 FB2802!UTM  17      -   0.99995956  x   0.99971448  =   0.99967405
 FB2802
 FB2802:                Primary Azimuth Mark                     Grid Az
 FB2802:SPC SC       -  42 010 AZ MK                             120 33 49.8
 FB2802:UTM  17      -  42 010 AZ MK                             120 35 13.3
 FB2802
 FB2802|---------------------------------------------------------------------|
 FB2802| PID    Reference Object                     Distance      Geod. Az  |
 FB2802|                                                           dddmmss.s |
 FB2802| FB2801 42 010 AZ MK                        APPROX. 2.1 KM 1195836.9 |
 FB2802| FB2799 AUGUST HILL LOOKOUT TOWER           APPROX. 5.9 KM 2014949.6 |
 FB2802|---------------------------------------------------------------------|
 FB2802
 FB2802                          SUPERSEDED SURVEY CONTROL
 FB2802
 FB2802  NAD 83(1986)-  35 11 21.63067(N)    082 03 31.13243(W) AD(       ) 1
 FB2802  ELLIP H (11/17/00)  257.59   (m)                       GP(       ) 4 2
 FB2802  NAD 83(1986)-  35 11 21.62913(N)    082 03 31.13468(W) AD(       ) 2
 FB2802  NAD 83(1986)-  35 11 21.63171(N)    082 03 31.13514(W) AD(       ) 2
 FB2802  NAD 27      -  35 11 21.21936(N)    082 03 31.72935(W) AD(       ) 2
 FB2802  NGVD 29 (07/19/86)  289.9    (m)          951.     (f) VERT ANG       
 FB2802
 FB2802.Superseded values are not recommended for survey control.
 FB2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2802.See file dsdata.txt to determine how the superseded data were derived.
 FB2802
 FB2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0361894553(NAD 83)
 FB2802_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2802_STAMPING: 42 010 1982
 FB2802_MARK LOGO: SCGS  
 FB2802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2802+STABILITY: SURFACE MOTION
 FB2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2802+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 FB2802
 FB2802  HISTORY     - Date     Condition        Report By
 FB2802  HISTORY     - 1982     MONUMENTED       SCGS
 FB2802  HISTORY     - 19850101 GOOD             NCGS
 FB2802  HISTORY     - 19920303 GOOD             NCGS
 FB2802
 FB2802                          STATION DESCRIPTION
 FB2802
 FB2802'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2802'THE STATION IS LOCATED ABOUT 11.5 KM (7.2 MI) NORTHEAST
 FB2802'OF CAMPOBELLO, 6.6 KM (4.1 MI) NORTHWEST OF NEW PROSPECT, 0.1 KM
 FB2802'(0.05 MI) SOUTH OF THE NORTH CAROLINA AND SOUTH CAROLINA STATE
 FB2802'LINE.
 FB2802'OWNERSHIP--MR MARCUS BOGGS, 923 BRENTWOOD DRIVE, SPARTANBURG
 FB2802'SC 29302 PHONE 803-583-8574.
 FB2802'
 FB2802'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FB2802'9 AND 11 IN NEW PROSPECT.  GO NORTH ON HIGHWAY 9 FOR
 FB2802'5.8 KM (3.65 MI) TO PAVED DRIVE LEADING UP A HILL ON
 FB2802'THE LEFT, FOLLOW PAVED DRIVE FOR 0.1 KM (0.05 MI) TO A YELLOW
 FB2802'HOUSE AND THE AZIMUTH MARK ON THE LEFT,
 FB2802'CONTINUE AHEAD ON HIGHWAY 9 FOR 1.4 KM (0.85 MI) TO A PAVED
 FB2802'ROAD LEFT (COUNTY ROAD S-42-956). TURN LEFT ON S-42-956
 FB2802'AND GO WESTERLY FOR 1.0 KM (0.6 MI) TO A DIRT DRIVEWAY
 FB2802'ON THE RIGHT, TURN RIGHT AND GO UP HILL FOR 0.1 KM (0.05 MI) TO
 FB2802'A DIRT ROAD, TURN LEFT FOLLOWING DIRT ROAD AND GO 0.4 KM
 FB2802'(0.25 MI) TO THE TOP OF HILL WITH A SUMMER HOUSE ON THE
 FB2802'LEFT AND THE STATION ON THE RIGHT, INSIDE ELECTRIC FENCE.
 FB2802'
 FB2802'THE STATION IS A STANDARD SCGS DISK
 FB2802'STAMPED---HORZ 42 010 1981---,
 FB2802'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2802'FLUSH WITH GROUND.  IT IS LOCATED
 FB2802'48.92 METERS (160.5 FT) SOUTH FROM THE SOUTH FACE OF
 FB2802'A RED SUMMER CABIN,
 FB2802'16.15 METERS (52.98 FT) SOUTH-SOUTHWEST FROM THE MOST
 FB2802'SOUTHERLY LONE 50-INCH OAK TREE,
 FB2802'3.65 METERS (11.97 FT) SOUTH-SOUTHEAST FROM A 25 CM PINE
 FB2802'TREE AND
 FB2802'0.53 METER (1.73 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS
 FB2802'POST.
 FB2802'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2802'STAMPED---HORZ 42 010 1981---,
 FB2802'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2802'
 FB2802'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FB2802'STAMPED---AZ MK 42 010 1981---,
 FB2802'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2802'FLUSH WITH GROUND.  IT IS LOCATED
 FB2802'12.93 METERS (42.42 FT) NORTHEAST FROM THE
 FB2802'APPROXIMATE CENTER OF THE BOTTOM STEP OF A PORCH,
 FB2802'11.93 METERS (39.14 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER
 FB2802'OF THE HOUSE,
 FB2802'6.95 METERS (22.80 FT) WEST FROM A SMALL MAPLE TREE AND
 FB2802'9.26 METERS (30.38 FT) SOUTH FROM THE APPROXIMATE
 FB2802'CENTER OF THE DRIVE.
 FB2802'
 FB2802'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FB2802'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2802
 FB2802                          STATION RECOVERY (1985)
 FB2802
 FB2802'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB2802'RECOVERED AS DESCRIBED.
 FB2802
 FB2802                          STATION RECOVERY (1992)
 FB2802
 FB2802'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB2802'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2801 ***********************************************************************
 FB2801  DESIGNATION -  42 010 AZ MK
 FB2801  PID         -  FB2801
 FB2801  STATE/COUNTY-  SC/SPARTANBURG
 FB2801  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB2801
 FB2801                         *CURRENT SURVEY CONTROL
 FB2801  ___________________________________________________________________
 FB2801* NAD 83(2001)-  35 10 47.58802(N)    082 02 19.28033(W)     ADJUSTED  
 FB2801* NAVD 88     -       292.4    (meters)     959.     (feet)  GPS OBS   
 FB2801  ___________________________________________________________________
 FB2801  X           -     722,877.592 (meters)                     COMP
 FB2801  Y           -  -5,168,864.062 (meters)                     COMP
 FB2801  Z           -   3,654,346.761 (meters)                     COMP
 FB2801  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FB2801  ELLIP HEIGHT-         260.54  (meters)          (03/13/03) GPS OBS
 FB2801  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 FB2801
 FB2801  HORZ ORDER  -  FIRST
 FB2801  ELLP ORDER  -  FOURTH    CLASS II
 FB2801
 FB2801.The horizontal coordinates were established by GPS observations
 FB2801.and adjusted by the National Geodetic Survey in March 2003..
 FB2801
 FB2801.The orthometric height was determined by GPS observations and a
 FB2801.high-resolution geoid model.
 FB2801
 FB2801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2801
 FB2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2801
 FB2801.The ellipsoidal height was determined by GPS observations
 FB2801.and is referenced to NAD 83.
 FB2801
 FB2801.The geoid height was determined by GEOID03.
 FB2801
 FB2801;                    North         East     Units Scale Factor Converg.
 FB2801;SPC SC       -   371,631.090   514,976.151   MT  1.00014169   -0 34 33.1
 FB2801;SPC SC       - 1,219,262.11  1,689,554.30   iFT  1.00014169   -0 34 33.1
 FB2801;UTM  17      - 3,893,485.925   405,424.051   MT  0.99971023   -0 35 54.5
 FB2801
 FB2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2801!SPC SC       -   0.99995911  x   1.00014169  =   1.00010079
 FB2801!UTM  17      -   0.99995911  x   0.99971023  =   0.99966935
 FB2801
 FB2801:                Primary Azimuth Mark                     Grid Az
 FB2801:SPC SC       -  FINGERVILLE STANDPIPE                    123 29 16.4
 FB2801:UTM  17      -  FINGERVILLE STANDPIPE                    123 30 37.8
 FB2801
 FB2801|---------------------------------------------------------------------|
 FB2801| PID    Reference Object                     Distance      Geod. Az  |
 FB2801|                                                           dddmmss.s |
 FB2801| FA3316 FINGERVILLE STANDPIPE               APPROX. 6.7 KM 1225443.3 |
 FB2801| FB2802 42 010                              APPROX. 2.1 KM 2995918.3 |
 FB2801|---------------------------------------------------------------------|
 FB2801
 FB2801                          SUPERSEDED SURVEY CONTROL
 FB2801
 FB2801  NAD 83(1995)-  35 10 47.58812(N)    082 02 19.28010(W) AD(       ) 1
 FB2801  ELLIP H (12/20/99)  260.55   (m)                       GP(       ) 4 1
 FB2801  NAD 83(1986)-  35 10 47.60016(N)    082 02 19.28489(W) AD(       ) 1
 FB2801  NAD 83(1986)-  35 10 47.60095(N)    082 02 19.28793(W) AD(       ) 2
 FB2801  NAD 27      -  35 10 47.18714(N)    082 02 19.88522(W) AD(       ) 2
 FB2801  NGVD 29 (07/19/86)  292.8    (m)          961.     (f) VERT ANG       
 FB2801
 FB2801.Superseded values are not recommended for survey control.
 FB2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2801.See file dsdata.txt to determine how the superseded data were derived.
 FB2801
 FB2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0542493486(NAD 83)
 FB2801_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2801_STAMPING: AZ MK 42 010 1981
 FB2801_MARK LOGO: SCGS  
 FB2801_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2801+STABILITY: SURFACE MOTION
 FB2801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2801+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1997
 FB2801
 FB2801  HISTORY     - Date     Condition        Report By
 FB2801  HISTORY     - 1982     MONUMENTED       SCGS
 FB2801  HISTORY     - 19850101 GOOD             NCGS
 FB2801  HISTORY     - 19971125 GOOD             NCGS
 FB2801
 FB2801                          STATION DESCRIPTION
 FB2801
 FB2801'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2801'THE STATION IS LOCATED ABOUT 14.4 KM (9.0 MI) EAST OF LANDRUM,
 FB2801'5.6 KM (3.5 MI) NORTHWEST OF FINGERVILLE, 1.6 KM (1.0 MI) SOUTH
 FB2801'OF THE NORTH CAROLINA AND SOUTH CAROLINA STATE LINE,
 FB2801'STATION IS SET IN THE FRONT LAWN OF A YELLOW HOUSE.
 FB2801'OWNERSHIP--L L  PADGETT, ROUTE 1, CAMPOBELLO  SC 29302.
 FB2801'
 FB2801'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 FB2801'9 AND 11 IN NEW PROSPECT.  GO NORTH ON HIGHWAY 9 FOR 5.8 KM
 FB2801'(3.65 MI) TO A PAVED DRIVE ON THE LEFT, LEADING UP A HILL
 FB2801'TURN LEFT AND FOLLOW DRIVE FOR 0.1 KM (0.05 MI) TO A YELLOW
 FB2801'HOUSE AND THE STATION ON THE LEFT.
 FB2801'
 FB2801'THE STATION IS A STANDARD SCGS DISK
 FB2801'STAMPED---AZ MK 42 010 1981---,
 FB2801'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2801'FLUSH WITH GROUND.  IT IS LOCATED
 FB2801'24.50 METERS (80.38 FT) SOUTH FROM THE APPROXIMATE
 FB2801'CENTER OF THE PAVED DRIVE,
 FB2801'12.93 METERS (42.42 FT) NORTHEAST FROM THE APPROXIMATE
 FB2801'CENTER OF THE BOTTOM STEP OF A PORCH,
 FB2801'11.93 METERS (39.14 FT) EAST-SOUTHEAST FROM THE NORTHEAST
 FB2801'CORNER OF A YELLOW HOUSE AND
 FB2801'6.95 METERS (22.80 FT) WEST FROM A SMALL MAPLE TREE.
 FB2801'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2801'STAMPED---AZ MK 42 010 1981---,
 FB2801'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2801'
 FB2801'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FB2801'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2801
 FB2801                          STATION RECOVERY (1985)
 FB2801
 FB2801'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB2801'RECOVERED AS DESCRIBED.
 FB2801
 FB2801                          STATION RECOVERY (1997)
 FB2801
 FB2801'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FB2801'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2415 ***********************************************************************
 FB2415  DESIGNATION -  42 011
 FB2415  PID         -  FB2415
 FB2415  STATE/COUNTY-  SC/SPARTANBURG
 FB2415  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB2415
 FB2415                         *CURRENT SURVEY CONTROL
 FB2415  ___________________________________________________________________
 FB2415* NAD 83(2001)-  35 07 57.34827(N)    082 02 31.77784(W)     ADJUSTED  
 FB2415* NAVD 88     -       292.602  (meters)     959.98   (feet)  ADJUSTED  
 FB2415  ___________________________________________________________________
 FB2415  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FB2415  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FB2415  DYNAMIC HT  -         292.309 (meters)     959.02  (feet)  COMP
 FB2415  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 FB2415
 FB2415  HORZ ORDER  -  SECOND
 FB2415  VERT ORDER  -  FIRST     CLASS II
 FB2415
 FB2415.The horizontal coordinates were established by classical geodetic methods
 FB2415.and adjusted by the National Geodetic Survey in March 2004..
 FB2415
 FB2415.The orthometric height was determined by differential leveling
 FB2415.and adjusted by the National Geodetic Survey in June 1991..
 FB2415
 FB2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2415
 FB2415.The geoid height was determined by GEOID03.
 FB2415
 FB2415.The dynamic height is computed by dividing the NAVD 88
 FB2415.geopotential number by the normal gravity value computed on the
 FB2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2415.degrees latitude (g = 980.6199 gals.).
 FB2415
 FB2415.The modeled gravity was interpolated from observed gravity values.
 FB2415
 FB2415;                    North         East     Units Scale Factor Converg.
 FB2415;SPC SC       -   366,387.470   514,606.997   MT  1.00012017   -0 34 40.0
 FB2415;SPC SC       - 1,202,058.63  1,688,343.17   iFT  1.00012017   -0 34 40.0
 FB2415;UTM  17      - 3,888,244.652   405,053.011   MT  0.99971110   -0 35 59.2
 FB2415
 FB2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2415!SPC SC       -   0.99995907  x   1.00012017  =   1.00007923
 FB2415!UTM  17      -   0.99995907  x   0.99971110  =   0.99967018
 FB2415
 FB2415:                Primary Azimuth Mark                     Grid Az
 FB2415:SPC SC       -  42 011 AZ MK                             144 40 00.6
 FB2415:UTM  17      -  42 011 AZ MK                             144 41 19.8
 FB2415
 FB2415|---------------------------------------------------------------------|
 FB2415| PID    Reference Object                     Distance      Geod. Az  |
 FB2415|                                                           dddmmss.s |
 FB2415| FB2414 42 011 AZ MK                        APPROX. 0.6 KM 1440520.6 |
 FB2415|---------------------------------------------------------------------|
 FB2415
 FB2415                          SUPERSEDED SURVEY CONTROL
 FB2415
 FB2415  NAD 83(1986)-  35 07 57.35940(N)    082 02 31.78304(W) AD(       ) 2
 FB2415  NAD 27      -  35 07 56.94673(N)    082 02 32.39002(W) AD(       ) 2
 FB2415  NGVD 29 (09/16/91)  292.690  (m)          960.27   (f) ADJUSTED    1 2
 FB2415
 FB2415.Superseded values are not recommended for survey control.
 FB2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2415.See file dsdata.txt to determine how the superseded data were derived.
 FB2415
 FB2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0505388245(NAD 83)
 FB2415_MARKER: DD = SURVEY DISK
 FB2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2415_SP_SET: CONCRETE POST
 FB2415_STAMPING: HORZ 42 011 1981
 FB2415_MARK LOGO: SCGS  
 FB2415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2415+STABILITY: SURFACE MOTION
 FB2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2415+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 FB2415
 FB2415  HISTORY     - Date     Condition        Report By
 FB2415  HISTORY     - 1981     MONUMENTED       SCGS
 FB2415  HISTORY     - 1982     GOOD             SCGS
 FB2415  HISTORY     - 19880801 GOOD             SCGS
 FB2415
 FB2415                          STATION DESCRIPTION
 FB2415
 FB2415'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2415'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST-NORTHEAST OF
 FB2415'CAMPOBELLO, 6.4 KM (4.0 MI) SOUTH OF THE NORTH CAROLINA AND
 FB2415'SOUTH CAROLINA LINE, 0.1 KM (0.05 MI) SOUTHEAST OF NEW PROSPECT.
 FB2415'OWNERSHIP--MR CHARLES WILKINS, ROUTE 2 BOX 294-D,
 FB2415'INMAN SC 29349, PHONE 803-592-1113.
 FB2415'
 FB2415'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 FB2415'AND 9 IN NEW PROSPECT.  GO SOUTHEAST ON HIGHWAY 11 FOR 0.15 KM
 FB2415'(0.05 MI) TO A RED CLAY DRIVE ON THE LEFT, TURN LEFT AND
 FB2415'GO UP THE DRIVE FOR 0.25 KM (0.15 MI) TO THE BACK SIDE OF THE
 FB2415'WILKINS HOUSE AND THE STATION SET IN THE LAWN.
 FB2415'
 FB2415'THE STATION IS A STANDARD SCGS DISK
 FB2415'STAMPED---HORZ 42 011 1981---,
 FB2415'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2415'FLUSH WITH GROUND.  IT IS LOCATED
 FB2415'18.4 METERS (60.36 FT) EAST-SOUTHEAST FROM THE CENTER OF A
 FB2415'LARGE BRICK CHIMNEY.
 FB2415'22.19 METERS (72.8 FT) SOUTHWEST FROM A POWER POLE WITH
 FB2415'SAFETY LIGHT.
 FB2415'9.8 METERS (30.85 FT) NORTH FROM THE FENCE LINE.
 FB2415'7.0 METERS (22.95 FT) SOUTH FROM THE SOUTH FACE OF THE
 FB2415'LARGE WELL HOUSE.
 FB2415'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2415'STAMPED---HORZ 42 011 1981---,
 FB2415'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2415'
 FB2415'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FB2415'STAMPED---AZ MK 42 011 1981---,
 FB2415'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2415'FLUSH WITH GROUND.  IT IS LOCATED
 FB2415'65.83 METERS (216.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FB2415'CENTER OF STATE HIGHWAY 11.
 FB2415'15.24 METERS (50.0 FT) NORTHEAST FROM A 76 CM TWIN
 FB2415'OAK TREE.
 FB2415'13.87 METERS (45.5 FT) WEST-NORTHWEST FROM THE FENCELINE.
 FB2415'0.50 METER (1.5 FT) WEST-NORTHWEST FROM A METAL WITNESS
 FB2415'POST.
 FB2415'
 FB2415'TO REACH AZIMUTH MARK FROM THE JUNCTION OF
 FB2415'STATE HIGHWAYS 11 AND 9 IN THE CENTER OF NEW PROSPECT, GO
 FB2415'SOUTHEAST ON HIGHWAY 11 FOR 0.6 KM (0.4 MI) TO THE
 FB2415'AZIMUTH MARK ON THE RIGHT. SET ON TOP OF A HIGH HILL, IN A
 FB2415'GROVE OF TREES.
 FB2415'
 FB2415'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FB2415'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2415
 FB2415                          STATION RECOVERY (1988)
 FB2415
 FB2415'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2415'STATION IS LOCATED 0.1 MI EAST NORTHEAST OF NEW PROSPECT, 6.5 MI
 FB2415'NORTHEAST OF INMAN.  OWNERSHIP--MR. CHARLES WILKINS, ROUTE 2 BOX
 FB2415'294-D, INMAN, SC  29349. PHONE-803-592-1113.
 FB2415'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FB2415'NEW PROSPECT, GO EAST NORTHEASTERLY ON HIGHWAY 11 FOR 0.05 MI TO A
 FB2415'SAND DRIVEWAY LEADING NORTH TO A LARGE TWO-STORY HOUSE ON TOP OF THE
 FB2415'HILL, TURN LEFT ON DRIVEWAY FOR 0.15 MI TO THE NORTH SIDE OF THE
 FB2415'HOUSE AND THE MARK ON THE SOUTHEAST CORNER OF THE PATIO ON THE SOUTH
 FB2415'SIDE OF THE HOUSE.
 FB2415'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2415'DRIVEWAY, 60.0 FT EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FB2415'BRICK CHIMNEY ON THE SOUTH SIDE OF THE HOUSE, 18.3 FT EAST OF A
 FB2415'28-INCH PECAN TREE, 23.3 FT SOUTH SOUTHWEST OF THE SOUTHEAST CORNER
 FB2415'OF A WATER PUMP SHED, 56.6 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FB2415'LOG CABIN TYPE SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2414 ***********************************************************************
 FB2414  DESIGNATION -  42 011 AZ MK
 FB2414  PID         -  FB2414
 FB2414  STATE/COUNTY-  SC/SPARTANBURG
 FB2414  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB2414
 FB2414                         *CURRENT SURVEY CONTROL
 FB2414  ___________________________________________________________________
 FB2414* NAD 83(2001)-  35 07 42.77919(N)    082 02 18.93582(W)     ADJUSTED  
 FB2414* NAVD 88     -       287.619  (meters)     943.63   (feet)  ADJUSTED  
 FB2414  ___________________________________________________________________
 FB2414  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FB2414  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FB2414  DYNAMIC HT  -         287.331 (meters)     942.69  (feet)  COMP
 FB2414  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 FB2414
 FB2414  HORZ ORDER  -  SECOND
 FB2414  VERT ORDER  -  FIRST     CLASS II
 FB2414
 FB2414.The horizontal coordinates were established by classical geodetic methods
 FB2414.and adjusted by the National Geodetic Survey in March 2004..
 FB2414
 FB2414.The orthometric height was determined by differential leveling
 FB2414.and adjusted by the National Geodetic Survey in June 1991..
 FB2414
 FB2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2414
 FB2414.The geoid height was determined by GEOID03.
 FB2414
 FB2414.The dynamic height is computed by dividing the NAVD 88
 FB2414.geopotential number by the normal gravity value computed on the
 FB2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2414.degrees latitude (g = 980.6199 gals.).
 FB2414
 FB2414.The modeled gravity was interpolated from observed gravity values.
 FB2414
 FB2414;                    North         East     Units Scale Factor Converg.
 FB2414;SPC SC       -   365,935.184   514,927.626   MT  1.00011836   -0 34 32.9
 FB2414;SPC SC       - 1,200,574.75  1,689,395.10   iFT  1.00011836   -0 34 32.9
 FB2414;UTM  17      - 3,887,792.428   405,373.336   MT  0.99971035   -0 35 51.6
 FB2414
 FB2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2414!SPC SC       -   0.99995985  x   1.00011836  =   1.00007821
 FB2414!UTM  17      -   0.99995985  x   0.99971035  =   0.99967021
 FB2414
 FB2414:                Primary Azimuth Mark                     Grid Az
 FB2414:SPC SC       -  AUGUST HILL LOOKOUT TOWER                287 49 46.4
 FB2414:UTM  17      -  AUGUST HILL LOOKOUT TOWER                287 51 05.1
 FB2414
 FB2414|---------------------------------------------------------------------|
 FB2414| PID    Reference Object                     Distance      Geod. Az  |
 FB2414|                                                           dddmmss.s |
 FB2414| FB2799 AUGUST HILL LOOKOUT TOWER           APPROX. 4.2 KM 2871513.5 |
 FB2414| FB2415 42 011                              APPROX. 0.6 KM 3240528.0 |
 FB2414|---------------------------------------------------------------------|
 FB2414
 FB2414                          SUPERSEDED SURVEY CONTROL
 FB2414
 FB2414  NAD 83(1986)-  35 07 42.79039(N)    082 02 18.94097(W) AD(       ) 2
 FB2414  NAD 27      -  35 07 42.37720(N)    082 02 19.54863(W) AD(       ) 2
 FB2414  NGVD 29 (09/16/91)  287.707  (m)          943.92   (f) ADJUSTED    1 2
 FB2414
 FB2414.Superseded values are not recommended for survey control.
 FB2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2414.See file dsdata.txt to determine how the superseded data were derived.
 FB2414
 FB2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0537387792(NAD 83)
 FB2414_MARKER: DD = SURVEY DISK
 FB2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2414_SP_SET: CONCRETE POST
 FB2414_STAMPING: AZ MK 42 011 1981
 FB2414_MARK LOGO: SCGS  
 FB2414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2414+STABILITY: SURFACE MOTION
 FB2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2414+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 FB2414
 FB2414  HISTORY     - Date     Condition        Report By
 FB2414  HISTORY     - 1981     MONUMENTED       SCGS
 FB2414  HISTORY     - 1982     GOOD             SCGS
 FB2414  HISTORY     - 19880801 GOOD             SCGS
 FB2414
 FB2414                          STATION DESCRIPTION
 FB2414
 FB2414'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2414'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) EAST-NORTHEAST OF
 FB2414'CAMPOBELLO, 6.4 KM (4.0 MI) SOUTH OF THE NORTH CAROLINA AND
 FB2414'SOUTH CAROLINA STATE LINE, 0.6 KM (0.4 MI) SOUTHEAST OF NEW
 FB2414'PROSPECT.
 FB2414'OWNERSHIP--MR STANLEY WALKOWITZ, ROUTE 2, INMAN SC 29349,
 FB2414'NOTE-TO OBTAIN KEY FOR GATE PHONE 803-472-2836.
 FB2414'
 FB2414'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 FB2414'9 IN NEW PROSPECT.  GO SOUTHEAST ON HIGHWAY 11 FOR 0.6 KM (0.4 MI)
 FB2414'TO THE STATION MARK ON THE RIGHT, ON TOP OF A HILL IN A GROVE OF
 FB2414'OAK TREES.
 FB2414'
 FB2414'THE STATION IS A STANDARD SCGS DISK
 FB2414'STAMPED---AZ MK 42 011 1981---,
 FB2414'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2414'FLUSH WITH GROUND.  IT IS LOCATED
 FB2414'65.83 METERS (216.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FB2414'CENTER OF STATE HIGHWAY 11,
 FB2414'13.87 METERS (45.5 FT) WEST-NORTHWEST FROM THE FENCE LINE,
 FB2414'15.24 METERS (50.0 FT) NORTHEAST FROM A 33 CM TWIN-TRUNKED
 FB2414'OAK TREE AND
 FB2414'0.46 METER (1.5 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 FB2414'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2414'STAMPED---AZ MK 42 011 1981---,
 FB2414'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2414'
 FB2414'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FB2414'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2414
 FB2414                          STATION RECOVERY (1988)
 FB2414
 FB2414'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2414'STATION IS LOCATED 0.4 MI SOUTHEAST OF NEW PROSPECT, 6.3 MI
 FB2414'NORTHEAST OF INMAN. OWNERSHIP--MR. STANLEY WALKOWITZ, ROUTE 2, INMAN,
 FB2414'SC 29349. NOTE-TO OBTAIN KEY FOR GATE, PHONE-803-472-2836.
 FB2414'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FB2414'NEW PROSPECT, GO EAST NORTHEASTERLY ON HIGHWAY 11 FOR 0.35 MI TO A
 FB2414'STEEL GATE AND A LARGE PASTURE ON THE RIGHT, CONTINUE BY FOOT
 FB2414'SOUTHEAST THROUGH THE GATE AND PROCEED UP THE HILL FOR APPROXIMATELY
 FB2414'700 FT TO THE MARK IN A CLUSTER OF OAK TREES.
 FB2414'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 52.4 FT NORTHEAST
 FB2414'OF A DOUBLE-TRUNKED OAK TREE, 48.9 FT WEST NORTHWEST OF A FENCE
 FB2414'LINE, 64.7 FT SOUTHWEST OF A CURVED-SHAPED OAK TREE, 2.0 FT SOUTH
 FB2414'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2225 ***********************************************************************
 FB2225  DESIGNATION -  42 012
 FB2225  PID         -  FB2225
 FB2225  STATE/COUNTY-  SC/SPARTANBURG
 FB2225  USGS QUAD   -  INMAN (1983)
 FB2225
 FB2225                         *CURRENT SURVEY CONTROL
 FB2225  ___________________________________________________________________
 FB2225* NAD 83(2001)-  35 03 45.43374(N)    082 04 50.92928(W)     ADJUSTED  
 FB2225* NAVD 88     -       299.984  (meters)     984.20   (feet)  ADJUSTED  
 FB2225  ___________________________________________________________________
 FB2225  X           -     720,109.289 (meters)                     COMP
 FB2225  Y           -  -5,176,813.954 (meters)                     COMP
 FB2225  Z           -   3,643,709.665 (meters)                     COMP
 FB2225  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 FB2225  ELLIP HEIGHT-         268.30  (meters)          (03/27/03) GPS OBS
 FB2225  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FB2225  DYNAMIC HT  -         299.683 (meters)     983.21  (feet)  COMP
 FB2225  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 FB2225
 FB2225  HORZ ORDER  -  SECOND
 FB2225  VERT ORDER  -  FIRST     CLASS II
 FB2225  ELLP ORDER  -  FOURTH    CLASS II
 FB2225
 FB2225.The horizontal coordinates were established by classical geodetic methods
 FB2225.and adjusted by the National Geodetic Survey in March 2003..
 FB2225
 FB2225.The orthometric height was determined by differential leveling
 FB2225.and adjusted by the National Geodetic Survey in June 1991..
 FB2225
 FB2225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2225
 FB2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2225
 FB2225.The ellipsoidal height was determined by GPS observations
 FB2225.and is referenced to NAD 83.
 FB2225
 FB2225.The geoid height was determined by GEOID03.
 FB2225
 FB2225.The dynamic height is computed by dividing the NAVD 88
 FB2225.geopotential number by the normal gravity value computed on the
 FB2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2225.degrees latitude (g = 980.6199 gals.).
 FB2225
 FB2225.The modeled gravity was interpolated from observed gravity values.
 FB2225
 FB2225;                    North         East     Units Scale Factor Converg.
 FB2225;SPC SC       -   358,659.937   511,002.687   MT  1.00008959   -0 35 57.1
 FB2225;SPC SC       - 1,176,705.83  1,676,518.00   iFT  1.00008959   -0 35 57.1
 FB2225;UTM  17      - 3,880,521.505   401,447.154   MT  0.99971970   -0 37 15.4
 FB2225
 FB2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2225!SPC SC       -   0.99995789  x   1.00008959  =   1.00004747
 FB2225!UTM  17      -   0.99995789  x   0.99971970  =   0.99967760
 FB2225
 FB2225:                Primary Azimuth Mark                     Grid Az
 FB2225:SPC SC       -  42 012 AZ MK                             024 35 45.1
 FB2225:UTM  17      -  42 012 AZ MK                             024 37 03.4
 FB2225
 FB2225|---------------------------------------------------------------------|
 FB2225| PID    Reference Object                     Distance      Geod. Az  |
 FB2225|                                                           dddmmss.s |
 FB2225| FB2224 42 012 AZ MK                        APPROX. 0.9 KM 0235948.0 |
 FB2225|---------------------------------------------------------------------|
 FB2225
 FB2225                          SUPERSEDED SURVEY CONTROL
 FB2225
 FB2225  NAD 83(1995)-  35 03 45.43460(N)    082 04 50.92816(W) AD(       ) 2
 FB2225  ELLIP H (12/20/99)  268.30   (m)                       GP(       ) 4 1
 FB2225  NAD 83(1986)-  35 03 45.44461(N)    082 04 50.93276(W) AD(       ) 2
 FB2225  NAD 27      -  35 03 45.02814(N)    082 04 51.54145(W) AD(       ) 2
 FB2225  NAVD 88 (03/10/92)  299.98   (m)          984.2    (f) LEVELING    3  
 FB2225  NGVD 29 (??/??/??)  300.081  (m)          984.52   (f) ADJUSTED    1 2
 FB2225
 FB2225.Superseded values are not recommended for survey control.
 FB2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2225.See file dsdata.txt to determine how the superseded data were derived.
 FB2225
 FB2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0144780522(NAD 83)
 FB2225_MARKER: DD = SURVEY DISK
 FB2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2225_SP_SET: CONCRETE POST
 FB2225_STAMPING: HORZ 42 012 1981
 FB2225_MARK LOGO: SCGS  
 FB2225_PROJECTION: FLUSH
 FB2225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2225+STABILITY: SURFACE MOTION
 FB2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2225+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2002
 FB2225
 FB2225  HISTORY     - Date     Condition        Report By
 FB2225  HISTORY     - 1982     MONUMENTED       SCGS
 FB2225  HISTORY     - 1982     GOOD             SCGS
 FB2225  HISTORY     - 19900124 GOOD             SCGS
 FB2225  HISTORY     - 20020210 GOOD             JCLS
 FB2225
 FB2225                          STATION DESCRIPTION
 FB2225
 FB2225'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2225'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHEAST OF INMAN, 3.1 K
 FB2225'(5.0 MI) SOUTHEAST OF CAMPOBELLO, 3.7 KM (6.0 MI) SOUTHWEST
 FB2225'OF NEW PROSPECT. STATION IS SET ON ROAD RIGHT-OF-WAY.
 FB2225'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO BOX
 FB2225'191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FB2225'
 FB2225'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE
 FB2225'HIGHWAY 292 AND INTERSTATE 26, WHICH IS ABOUT 4.8 KM (3.0 MI)
 FB2225'NORTHEAST OF INMAN. GO SOUTHWEST ON STATE HIGHWAY 292 FOR 1.8 KM
 FB2225'(1.15 MI) TO THE AZIMUTH ON THE RIGHT, CONTINUE 1.0 KM (0.6 MI)
 FB2225'TO A PAVED CROSSROAD AND STATION SET IN THE NORTH CORNER OF
 FB2225'INTERSECTION.
 FB2225'
 FB2225'THE STATION IS A STANDARD SCGS DISK
 FB2225'STAMPED---HORZ 42 012 1981---,
 FB2225'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2225'FLUSH WITH GROUND.  IT IS LOCATED
 FB2225'18.2 METERS (59.7 FT) NORTHEAST FROM THE APPROXIMATE CENTER
 FB2225'OF A PAVED ROAD.
 FB2225'7.0 METERS (23.0 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 FB2225'CENTER OF HIGHWAY 292.
 FB2225'47.4 METERS (155.5 FT) SOUTHWEST FROM THE APPROXIMATE
 FB2225'CENTER OF DRIVE WAY LEADING TO A YELLOW TWO STORY BRICK HOME.
 FB2225'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2225'STAMPED---HORZ 42 012 1981---,
 FB2225'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2225'
 FB2225'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FB2225'STAMPED---AZ MK 42 012 1981---,
 FB2225'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2225'FLUSH WITH GROUND.  IT IS LOCATED
 FB2225'10.5 METERS (34.45 FT) NORTHWEST FROM THE APPROXIMATE
 FB2225'CENTER OF HIGHWAY 292.
 FB2225'1.23 METERS (4.03 FT) EAST FROM A POWER POLE WITH JUNCTION
 FB2225'BOX.
 FB2225'0.30 METER (0.98 FT) SOUTHEAST FROM A METAL WITNESS POST.
 FB2225'
 FB2225'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FB2225'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2225
 FB2225                          STATION RECOVERY (1982)
 FB2225
 FB2225'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2225'1.8 KM (1.15 MI) NORTH FROM INMAN.
 FB2225'THE MARK IS ABOVE LEVEL WITH HIGHWAY 292.
 FB2225'1.8 KILOMETERS (1.15 MILES) NORTH ALONG STATE HIGHWAY 292
 FB2225'FROM THE JUNCTION OF STATE HIGHWAY 292 SOUTHEAST, IN THE
 FB2225'CENTER OF INMAN, SET IN THE NORTH ANGLE OF THE INTERSECTION WITH
 FB2225'A PAVED CROSSROAD, 7.20 METERS (23.7 FEET) NORTHWEST OF THE
 FB2225'CENTER LINE OF HIGHWAY 292, 18.4 METERS (60.5 FEET) NORTHEAST
 FB2225'OF THE APPROXIMATE CENTER LINE OF A PAVED CROSSROAD, 48.2 METERS
 FB2225'(158.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF A PAVED DRIVE
 FB2225'TO A LARGE TWO STORY TAN BRICK HOME.
 FB2225
 FB2225                          STATION RECOVERY (1990)
 FB2225
 FB2225'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB2225'STATION IS LOCATED 1.2 MILFS
 FB2225'NORTHEASTOFINMAN.OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P.O.
 FB2225'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FB2225'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 292
 FB2225'AND INTERSTATE 26 (2.8 MILFS NORTHEAST OF INMAN), GO SOUTHWEST ON
 FB2225'HIGHWAY 292 FOR 1.7 MILES TO THE JUNCTION OF BISHOP ROAD AND THE
 FB2225'STATION IN FRONT OF A TWO-STORY YELLOW BRICK HOUSE IN THE NORTH
 FB2225'ANGLE.
 FB2225'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 FB2225'THE HIGHWAY, 23.8 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 58.5
 FB2225'FEET NORTHEAST OF THE CENTFR OF THE ROAD, 29.0 FEET EAST NORTHEAST OF
 FB2225'THE EAST CORNER OF A BRICK LAMPPOST, 156.0 FEET SOUTH SOUTHWEST OF
 FB2225'THE CENTER OF A PAVED DRIVFWAY LEADING TO THE HOUSE.
 FB2225'RECOVERED BY D.L. FERGUSON.
 FB2225
 FB2225                          STATION RECOVERY (2002)
 FB2225
 FB2225'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 FB2225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2224 ***********************************************************************
 FB2224  DESIGNATION -  42 012 AZ MK
 FB2224  PID         -  FB2224
 FB2224  STATE/COUNTY-  SC/SPARTANBURG
 FB2224  USGS QUAD   -  INMAN (1983)
 FB2224
 FB2224                         *CURRENT SURVEY CONTROL
 FB2224  ___________________________________________________________________
 FB2224* NAD 83(2001)-  35 04 11.83704(N)    082 04 36.63284(W)     ADJUSTED  
 FB2224* NAVD 88     -       272.990  (meters)     895.63   (feet)  ADJUSTED  
 FB2224  ___________________________________________________________________
 FB2224  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FB2224  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FB2224  DYNAMIC HT  -         272.715 (meters)     894.73  (feet)  COMP
 FB2224  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 FB2224
 FB2224  HORZ ORDER  -  SECOND
 FB2224  VERT ORDER  -  FIRST     CLASS II
 FB2224
 FB2224.The horizontal coordinates were established by classical geodetic methods
 FB2224.and adjusted by the National Geodetic Survey in March 2004..
 FB2224.No horizontal observational check was made to the station.
 FB2224
 FB2224.The orthometric height was determined by differential leveling
 FB2224.and adjusted by the National Geodetic Survey in June 1991..
 FB2224
 FB2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2224
 FB2224.The geoid height was determined by GEOID03.
 FB2224
 FB2224.The dynamic height is computed by dividing the NAVD 88
 FB2224.geopotential number by the normal gravity value computed on the
 FB2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2224.degrees latitude (g = 980.6199 gals.).
 FB2224
 FB2224.The modeled gravity was interpolated from observed gravity values.
 FB2224
 FB2224;                    North         East     Units Scale Factor Converg.
 FB2224;SPC SC       -   359,469.860   511,373.428   MT  1.00009273   -0 35 49.2
 FB2224;SPC SC       - 1,179,363.06  1,677,734.34   iFT  1.00009273   -0 35 49.2
 FB2224;UTM  17      - 3,881,330.986   401,818.065   MT  0.99971880   -0 37 07.6
 FB2224
 FB2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2224!SPC SC       -   0.99996213  x   1.00009273  =   1.00005485
 FB2224!UTM  17      -   0.99996213  x   0.99971880  =   0.99968094
 FB2224
 FB2224                          SUPERSEDED SURVEY CONTROL
 FB2224
 FB2224  NAD 83(1986)-  35 04 11.84770(N)    082 04 36.63665(W) AD(       ) 2
 FB2224  NAD 27      -  35 04 11.43167(N)    082 04 37.24535(W) AD(       ) 2
 FB2224  NGVD 29 (??/??/??)  273.085  (m)          895.95   (f) ADJUSTED    1 2
 FB2224
 FB2224.Superseded values are not recommended for survey control.
 FB2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2224.See file dsdata.txt to determine how the superseded data were derived.
 FB2224
 FB2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0181881331(NAD 83)
 FB2224_MARKER: DD = SURVEY DISK
 FB2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2224_SP_SET: CONCRETE POST
 FB2224_STAMPING: AZ MK 42 012 1981
 FB2224_MARK LOGO: SCGS  
 FB2224_PROJECTION: FLUSH
 FB2224_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2224+STABILITY: SURFACE MOTION
 FB2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2224+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 FB2224
 FB2224  HISTORY     - Date     Condition        Report By
 FB2224  HISTORY     - 1982     MONUMENTED       SCGS
 FB2224  HISTORY     - 1982     GOOD             SCGS
 FB2224  HISTORY     - 19900124 GOOD             SCGS
 FB2224
 FB2224                          STATION DESCRIPTION
 FB2224
 FB2224'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2224'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHEAST OF INMAN,
 FB2224'3.1 KM (5.0 MI) SOUTHEAST OF CAMPOBELLO, 3.7 KM (6.0 MI) SOUTHWEST
 FB2224'OF NEW PROSPECT. STATION IS SET ON ROAD RIGHT-OF-WAY.
 FB2224'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO
 FB2224'BOX 191, COLUMBIA  SC 29202, PHONE 803-758-3414.
 FB2224'
 FB2224'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE
 FB2224'HIGHWAY 292 AND INTERSTATE 26, WHICH IS ABOUT 4.8 KM (3.0 MI)
 FB2224'NORTHEAST OF INMAN.  GO SOUTHWEST ON STATE HIGHWAY 292 FOR
 FB2224'1.85 KM (1.15 MI) TO THE STATION ON THE RIGHT.
 FB2224'
 FB2224'THE STATION IS A STANDARD SCGS DISK
 FB2224'STAMPED---AZ MK 42 012 1981---,
 FB2224'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2224'FLUSH WITH GROUND.  IT IS LOCATED
 FB2224'10.5 METERS (34.45 FT) NORTHWEST FROM THE APPROXIMATE
 FB2224'CENTER OF HIGHWAY 292.
 FB2224'1.23 METERS (4.03 FT) EAST FROM A POWER POLE WITH JUNCTION
 FB2224'BOX.
 FB2224'0.30 METER (0.98 FT) SOUTHEAST FROM A METAL WITNESS POST.
 FB2224'
 FB2224'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FB2224'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2224
 FB2224                          STATION RECOVERY (1982)
 FB2224
 FB2224'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2224'2.7 KM (1.7 MI) NORTH FROM INMAN.
 FB2224'THE MARK IS ABOVE LEVEL WITH ROAD.
 FB2224'2.7 KILOMETERS (1.7 MILES) NORTH ALONG STATE HIGHWAY
 FB2224'292 FROM THE JUNCTION OF STATE HIGHWAY 292 SOUTHEAST, IN THE
 FB2224'CENTER OF INMAN, SET BY A POWER POLE AND RIGHT OF WAY MARKER,
 FB2224'10.8 METERS (35.4 FEET) NORTHWEST OF THE CENTER LINE OF
 FB2224'HIGHWAY 292, 1.20 METERS (3.90 FEET) EAST SOUTHEAST OF POWER
 FB2224'LINE POLE NUMBER 97 AND A TELEPHONE JUNCTION BOX, 0.70 METERS
 FB2224'(2.2 FEET) SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER.
 FB2224'THE MARK IS 0.40 METERS  SE FROM A WITNESS POST.
 FB2224
 FB2224                          STATION RECOVERY (1990)
 FB2224
 FB2224'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB2224'STATION IS LOCATED 1.7 MILFS
 FB2224'NORTHEASTOFINMAN.OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P.O.
 FB2224'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FB2224'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 292
 FB2224'AND INTERSTATE 26 (2.8 MILFS NORTHEAST OF INMAN), GO SOUTHWEST ON
 FB2224'HIGHWAY 292 FOR 1.1 MILES TO THE STATION ON THE RIGHT NEAR A POWER
 FB2224'POLE NUMBER 97.
 FB2224'STATION IS A CONCRETE POST PROJECTING 1-INCH AND 1.0 FOOT BELOW THE
 FB2224'HIGHWAY, 34.5 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 3.5 FEET
 FB2224'EAST OF THE POWER POLE NUMBER 97, 58.6 FEET NORTHEAST OF A LONE PINE
 FB2224'TREE, 1.7 FEET SOUTHEAST OF A WITNESS POST.
 FB2224'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2220 ***********************************************************************
 FB2220  DESIGNATION -  42 013
 FB2220  PID         -  FB2220
 FB2220  STATE/COUNTY-  SC/SPARTANBURG
 FB2220  USGS QUAD   -  INMAN (1983)
 FB2220
 FB2220                         *CURRENT SURVEY CONTROL
 FB2220  ___________________________________________________________________
 FB2220* NAD 83(2001)-  35 04 46.02354(N)    082 01 24.54049(W)     ADJUSTED  
 FB2220* NAVD 88     -       282.145  (meters)     925.67   (feet)  ADJUSTED  
 FB2220  ___________________________________________________________________
 FB2220  X           -     725,137.934 (meters)                     COMP
 FB2220  Y           -  -5,175,013.775 (meters)                     COMP
 FB2220  Z           -   3,645,227.645 (meters)                     COMP
 FB2220  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FB2220  ELLIP HEIGHT-         250.41  (meters)          (03/27/03) GPS OBS
 FB2220  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FB2220  DYNAMIC HT  -         281.863 (meters)     924.75  (feet)  COMP
 FB2220  MODELED GRAV-     979,626.7   (mgal)                       NAVD 88
 FB2220
 FB2220  HORZ ORDER  -  FIRST
 FB2220  VERT ORDER  -  FIRST     CLASS II
 FB2220  ELLP ORDER  -  FOURTH    CLASS II
 FB2220
 FB2220.The horizontal coordinates were established by GPS observations
 FB2220.and adjusted by the National Geodetic Survey in March 2003..
 FB2220
 FB2220.The orthometric height was determined by differential leveling
 FB2220.and adjusted by the National Geodetic Survey in June 1991..
 FB2220
 FB2220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2220
 FB2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2220
 FB2220.The ellipsoidal height was determined by GPS observations
 FB2220.and is referenced to NAD 83.
 FB2220
 FB2220.The geoid height was determined by GEOID03.
 FB2220
 FB2220.The dynamic height is computed by dividing the NAVD 88
 FB2220.geopotential number by the normal gravity value computed on the
 FB2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2220.degrees latitude (g = 980.6199 gals.).
 FB2220
 FB2220.The modeled gravity was interpolated from observed gravity values.
 FB2220
 FB2220;                    North         East     Units Scale Factor Converg.
 FB2220;SPC SC       -   360,473.983   516,250.958   MT  1.00009681   -0 34 02.7
 FB2220;SPC SC       - 1,182,657.42  1,693,736.74   iFT  1.00009681   -0 34 02.7
 FB2220;UTM  17      - 3,882,332.911   406,694.106   MT  0.99970729   -0 35 17.7
 FB2220
 FB2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2220!SPC SC       -   0.99996070  x   1.00009681  =   1.00005750
 FB2220!UTM  17      -   0.99996070  x   0.99970729  =   0.99966800
 FB2220
 FB2220:                Primary Azimuth Mark                     Grid Az
 FB2220:SPC SC       -  42 013 AZ MK                             138 59 59.5
 FB2220:UTM  17      -  42 013 AZ MK                             139 01 14.5
 FB2220
 FB2220|---------------------------------------------------------------------|
 FB2220| PID    Reference Object                     Distance      Geod. Az  |
 FB2220|                                                           dddmmss.s |
 FB2220| FB2219 42 013 AZ MK                        APPROX. 0.7 KM 1382556.8 |
 FB2220|---------------------------------------------------------------------|
 FB2220
 FB2220                          SUPERSEDED SURVEY CONTROL
 FB2220
 FB2220  NAD 83(1995)-  35 04 46.02443(N)    082 01 24.53954(W) AD(       ) 1
 FB2220  ELLIP H (12/20/99)  250.40   (m)                       GP(       ) 4 1
 FB2220  NAD 83(1986)-  35 04 46.03452(N)    082 01 24.54456(W) AD(       ) 1
 FB2220  NAD 83(1986)-  35 04 46.03092(N)    082 01 24.53139(W) AD(       ) 2
 FB2220  NAD 27      -  35 04 45.61582(N)    082 01 25.14060(W) AD(       ) 2
 FB2220  NAVD 88 (03/10/92)  282.15   (m)          925.7    (f) LEVELING    3  
 FB2220  NGVD 29 (09/16/91)  282.241  (m)          925.99   (f) ADJUSTED    1 2
 FB2220
 FB2220.Superseded values are not recommended for survey control.
 FB2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2220.See file dsdata.txt to determine how the superseded data were derived.
 FB2220
 FB2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0669482333(NAD 83)
 FB2220_MARKER: DD = SURVEY DISK
 FB2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2220_SP_SET: CONCRETE POST
 FB2220_STAMPING: HORZ 42 013 1981
 FB2220_MARK LOGO: SCGS  
 FB2220_PROJECTION: FLUSH
 FB2220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2220+STABILITY: SURFACE MOTION
 FB2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2220+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1993
 FB2220
 FB2220  HISTORY     - Date     Condition        Report By
 FB2220  HISTORY     - 1982     MONUMENTED       SCGS
 FB2220  HISTORY     - 1982     GOOD             SCGS
 FB2220  HISTORY     - 19880801 GOOD             SCGS
 FB2220  HISTORY     - 19891215 GOOD             SCGS
 FB2220  HISTORY     - 19900504 GOOD
 FB2220  HISTORY     - 19930101 GOOD             SCGS
 FB2220
 FB2220                          STATION DESCRIPTION
 FB2220
 FB2220'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2220'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHEAST OF INMAN,
 FB2220'6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF NEW PROSPECT, 4.8 KM (3.0 MI)
 FB2220'NORTHWEST OF BOILING SPRINGS, STATION IS SET ALONG ROAD
 FB2220'RIGHT-OF-WAY.
 FB2220'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FB2220'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FB2220'
 FB2220'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND
 FB2220'COUNTY ROAD (S-42-56) IN BOILING SPRINGS.  GO NORTHWEST ON
 FB2220'HIGHWAY 9 FOR 4.7 KM (2.9 MI) TO THE AZIMUTH ON THE RIGHT,
 FB2220'CONTINUE NORTHWEST ON HIGHWAY 9 FOR 0.6 KM (0.4 MI) TO THE
 FB2220'STATION ON THE RIGHT, ACROSS FROM MCDOWELL ROAD.
 FB2220'
 FB2220'THE STATION IS A STANDARD SCGS DISK
 FB2220'STAMPED---HORZ 42 013 1981---,
 FB2220'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2220'FLUSH WITH GROUND.  IT IS LOCATED
 FB2220'5.73 METERS (18.8 FT) WEST FROM A POWER POLE WITH ONE
 FB2220'GUY WIRE.
 FB2220'6.67 METERS (21.9 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FB2220'CENTER OF STATE HIGHWAY 9.
 FB2220'2.77 METERS (9.10 FT) EAST-SOUTHEAST FROM THE APPROXIMATE
 FB2220'CENTER OF A DIRT DRIVE LEADING TO A WHITE HOUSE.
 FB2220'0.93 METER (3.05 FT) WEST FROM A METAL WITNESS POST.
 FB2220'1.81 METERS (5.3 FT) WEST-NORTHWEST FROM THE EAST EDGE
 FB2220'OF A TWIN CULVERT.
 FB2220'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2220'STAMPED---HORZ 42 013 1981---,
 FB2220'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2220'
 FB2220'THE AZIMUTH IS A STANDARD SCGS DISK
 FB2220'STAMPED---AZ MK 42 013 1981---,
 FB2220'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2220'FLUSH WITH GROUND.  IT IS LOCATED
 FB2220'21.1 METERS (69.23 FT) SOUTHWEST FROM THE MOST
 FB2220'NORTHERLY OAK TREE.
 FB2220'17.8 METERS (58.40 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 FB2220'CENTER OF A DIRT DRIVE LEADING TO A HOUSE.
 FB2220'7.15 METERS (23.45 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FB2220'CENTER OF STATE HIGHWAY 9.
 FB2220'18.74 METERS (61.5 FT) WEST-SOUTHWEST FROM THE LARGEST OF
 FB2220'FIVE OAK TREES.
 FB2220'
 FB2220'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FB2220'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2220
 FB2220                          STATION RECOVERY (1982)
 FB2220
 FB2220'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2220'5.3 KM (3.3 MI) NW FROM BOILING SPRINGS.
 FB2220'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 9.
 FB2220'5.3 KILOMETERS (3.3 MILES) NORTHWEST ALONG STATE HIGHWAY 9
 FB2220'FROM THE JUNCTION OF COUNTY ROAD S-42-56 IN BOILING SPRINGS,
 FB2220'SET AT THE SOUTHWEST END OF A GRAVEL DRIVE LEADING TO A WHITE
 FB2220'TWO STORY HOUSE AND ACROSS FROM MCDOWELL ROAD, 6.8 METER (22.3 FEET)
 FB2220'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 9, 5.8 METERS
 FB2220'(18.9 FEET) WEST OF A POWER POLE, 2.5 METERS (8.3 FEET) SOUTHEAST
 FB2220'OF THE APPROXIMATE CENTER OF THE GRAVEL DRIVE LEADING TO THE
 FB2220'TWO STORY WHITE HOUSE.
 FB2220'THE MARK IS 1.00 METERS  W FROM A WITNESS POST.
 FB2220
 FB2220                          STATION RECOVERY (1988)
 FB2220
 FB2220'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2220'STATION IS LOCATED 3.8 MI SOUTH SOUTHEAST OF NEW PROSPECT, 4.3 MI
 FB2220'NORTHEAST OF INMAN.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FB2220'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 FB2220'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 292
 FB2220'(2.8 MI SOUTH OF NEW PROSPECT), GO SOUTHEAST ON HIGHWAY 9 FOR
 FB2220'1.2 MI TO THE MARK ON THE LEFT IN THE EAST ANGLE OF A GRAVEL DRIVE
 FB2220'AT THE JUNCTION OF MCDOWELL ROAD.
 FB2220'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2220'HIGHWAY, 10.2 FT SOUTHEAST OF THE EXTENDED CENTER OF MCDOWELL ROAD
 FB2220'(ALSO CENTER OF THE GRAVEL DRIVE), 22.0 FT NORTHEAST OF THE CENTER
 FB2220'OF THE HIGHWAY, 86.4 FT SOUTHWEST OF A LONE CEDAR TREE, 17.9 FT
 FB2220'WEST SOUTHWEST OF A POWER POLE NUMBER 8/109537/049761, 127.6 FT
 FB2220'SOUTH OF A DOUBLE-TRUNKED PECAN TREE, 3.0 FT WEST SOUTHWEST OF A
 FB2220'WITNESS POST.
 FB2220
 FB2220                          STATION RECOVERY (1989)
 FB2220
 FB2220'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2220'RECOVERED IN GOOD CONDITION.
 FB2220
 FB2220                          STATION RECOVERY (1990)
 FB2220
 FB2220'RECOVERED 1990
 FB2220'RECOVERED IN GOOD CONDITION.
 FB2220
 FB2220                          STATION RECOVERY (1993)
 FB2220
 FB2220'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 FB2220'STATION IS LOCATED 3.8 MILES (6.1 KM) SOUTH SOUTHEAST OF NEW PROSPECT,
 FB2220'4.3 MILES (6.9 KM) NORTHEAST OF INMAN.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB2220'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FB2220'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 292,
 FB2220'2.8 MILES (4.5 KM) SOUTH OF NEW PROSPECT, GO SOUTHEAST ON HIGHWAY 9
 FB2220'FOR 1.2 MILES (1.9 KM) TO THE STATION IN THE EAST ANGLE OF A GRAVEL
 FB2220'DRIVE AT THE JUNCTION OF MCDOWELL ROAD. STATION IS A CONCRETE POST
 FB2220'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 10.2 FEET (3.1 M)
 FB2220'SOUTHEAST OF THE EXTENDED CENTER OF MCDOWELL ROAD (ALSO CENTER OF THE
 FB2220'GRAVEL DRIVE), 22.0 FEET (6.7 M) NORTHEAST OF THE CENTER OF THE
 FB2220'HIGHWAY, 86.4 FEET (26.3 M) SOUTHWEST OF A LONE CEDAR TREE, 17.9 FEET
 FB2220'(5.5 M) WEST SOUTHWEST OF A POWER POLE NUMBER 8/109537/049761, 127.6
 FB2220'FEET (38.9 M) SOUTH OF A DOUBLE-TRUNKED PECAN TREE, 3.0 FEET (0.9 M)
 FB2220'WEST SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2219 ***********************************************************************
 FB2219  DESIGNATION -  42 013 AZ MK
 FB2219  PID         -  FB2219
 FB2219  STATE/COUNTY-  SC/SPARTANBURG
 FB2219  USGS QUAD   -  INMAN (1983)
 FB2219
 FB2219                         *CURRENT SURVEY CONTROL
 FB2219  ___________________________________________________________________
 FB2219* NAD 83(2001)-  35 04 28.86520(N)    082 01 06.03153(W)     ADJUSTED  
 FB2219* NAVD 88     -       279.432  (meters)     916.77   (feet)  ADJUSTED  
 FB2219  ___________________________________________________________________
 FB2219  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FB2219  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FB2219  DYNAMIC HT  -         279.153 (meters)     915.85  (feet)  COMP
 FB2219  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 FB2219
 FB2219  HORZ ORDER  -  SECOND
 FB2219  VERT ORDER  -  FIRST     CLASS II
 FB2219
 FB2219.The horizontal coordinates were established by classical geodetic methods
 FB2219.and adjusted by the National Geodetic Survey in March 2004..
 FB2219
 FB2219.The orthometric height was determined by differential leveling
 FB2219.and adjusted by the National Geodetic Survey in June 1991..
 FB2219.WARNING-Repeat measurements at this control monument indicate possible
 FB2219.vertical movement.
 FB2219
 FB2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2219
 FB2219.The geoid height was determined by GEOID03.
 FB2219
 FB2219.The dynamic height is computed by dividing the NAVD 88
 FB2219.geopotential number by the normal gravity value computed on the
 FB2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2219.degrees latitude (g = 980.6199 gals.).
 FB2219
 FB2219.The modeled gravity was interpolated from observed gravity values.
 FB2219
 FB2219;                    North         East     Units Scale Factor Converg.
 FB2219;SPC SC       -   359,940.553   516,714.662   MT  1.00009476   -0 33 52.4
 FB2219;SPC SC       - 1,180,907.33  1,695,258.08   iFT  1.00009476   -0 33 52.4
 FB2219;UTM  17      - 3,881,799.521   407,157.437   MT  0.99970623   -0 35 06.8
 FB2219
 FB2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2219!SPC SC       -   0.99996112  x   1.00009476  =   1.00005588
 FB2219!UTM  17      -   0.99996112  x   0.99970623  =   0.99966736
 FB2219
 FB2219:                Primary Azimuth Mark                     Grid Az
 FB2219:SPC SC       -  42 013                                   318 59 59.8
 FB2219:UTM  17      -  42 013                                   319 01 14.2
 FB2219
 FB2219|---------------------------------------------------------------------|
 FB2219| PID    Reference Object                     Distance      Geod. Az  |
 FB2219|                                                           dddmmss.s |
 FB2219| FB2220 42 013                              APPROX. 0.7 KM 3182607.4 |
 FB2219|---------------------------------------------------------------------|
 FB2219
 FB2219                          SUPERSEDED SURVEY CONTROL
 FB2219
 FB2219  NAD 83(1986)-  35 04 28.87301(N)    082 01 06.02266(W) AD(       ) 2
 FB2219  NAD 27      -  35 04 28.45687(N)    082 01 06.63362(W) AD(       ) 2
 FB2219  NGVD 29 (09/16/91)  279.528  (m)          917.08   (f) ADJUSTED    1 2
 FB2219
 FB2219.Superseded values are not recommended for survey control.
 FB2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2219.See file dsdata.txt to determine how the superseded data were derived.
 FB2219
 FB2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0715781800(NAD 83)
 FB2219_MARKER: DD = SURVEY DISK
 FB2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2219_SP_SET: CONCRETE POST
 FB2219_STAMPING: AZ MK 42 013 1981
 FB2219_MARK LOGO: SCGS  
 FB2219_PROJECTION: FLUSH
 FB2219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2219+STABILITY: SURFACE MOTION
 FB2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2219+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 FB2219
 FB2219  HISTORY     - Date     Condition        Report By
 FB2219  HISTORY     - 1982     MONUMENTED       SCGS
 FB2219  HISTORY     - 1982     GOOD             SCGS
 FB2219  HISTORY     - 19861204 GOOD             DMA
 FB2219  HISTORY     - 19861204 GOOD             USPSQD
 FB2219  HISTORY     - 19880801 GOOD             SCGS
 FB2219
 FB2219                          STATION DESCRIPTION
 FB2219
 FB2219'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2219'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHEAST OF INMAN,
 FB2219'6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF NEW PROSPECT, 4.8 KM
 FB2219'(3.0 MI) NORTHWEST OF BOILING SPRINGS. STATION IS SET ON ROAD
 FB2219'RIGHT-OF-WAY.
 FB2219'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FB2219'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FB2219'
 FB2219'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9
 FB2219'AND COUNTY ROAD (S-42-56) IN BOILING SPRINGS.  GO NORTHWEST
 FB2219'ON HIGHWAY 9 FOR 4.7 KM (2.9 MI) TO THE STATION ON THE RIGHT.
 FB2219'
 FB2219'THE STATION IS A STANDARD SCGS DISK
 FB2219'STAMPED---AZ MK 42 013 1981---,
 FB2219'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2219'FLUSH WITH GROUND.  IT IS LOCATED
 FB2219'21.1 METERS (69.23 FT) SOUTHWEST FROM THE MOST NORTHERLY
 FB2219'OAK TREE.
 FB2219'17.8 METERS (58.4 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 FB2219'CENTER OF A DIRT DRIVE LEADING TO HOUSE,
 FB2219'7.15 METERS (23.45 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FB2219'CENTER OF STATE HIGHWAY 9.
 FB2219'18.75 METERS (61.5 FT) WEST-SOUTHWEST FROM THE LARGEST OF
 FB2219'FIVE OAK TREES.
 FB2219'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2219'STAMPED---AZ MK 42 013 1981---,
 FB2219'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FB2219'
 FB2219'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FB2219'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2219
 FB2219                          STATION RECOVERY (1982)
 FB2219
 FB2219'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2219'4.2 KM (2.65 MI) NW FROM BOILING SPRINGS.
 FB2219'THE MARK IS ABOVE LEVEL WITH HIGHWAY 9.
 FB2219'4.2 KILOMETERS (2.65 MILES) NORTHWEST ALONG STATE HIGHWAY 9
 FB2219'FROM THE JUNCTION OF COUNTY ROAD S-42-56 IN BOILING SPRINGS,
 FB2219'SET IN THE YARD OF A TWO STORY WHITE WOOD HOME, ON THE OUTSIDE
 FB2219'OF A BEND OF THE ROAD, 45.5 METERS (149.0 FEET) SOUTHWEST OF THE
 FB2219'WEST CORNER OF THE HOUSE, 30.2 METERS (99.0 FEET) SOUTHEAST
 FB2219'OF A POWER POLE, 7.20 METERS (23.7 FEET) NORTHEAST OF THE
 FB2219'CENTER LINE OF STATE HIGHWAY 9, 16.0 METERS (52.5 FEET) SOUTHEAST
 FB2219'OF THE APPROXIMATE CENTER OF A GRAVEL DRIVE LEADING TO THE HOUSE.
 FB2219
 FB2219                          STATION RECOVERY (1986)
 FB2219
 FB2219'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (DCS)
 FB2219'RECOVERED IN GOOD CONDITION.
 FB2219
 FB2219                          STATION RECOVERY (1986)
 FB2219
 FB2219'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 FB2219'RECOVERED IN GOOD CONDITION.
 FB2219
 FB2219                          STATION RECOVERY (1988)
 FB2219
 FB2219'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2219'STATION IS LOCATED 4.2 MI SOUTH SOUTHEAST OF NEW PROSPECT,
 FB2219'4.45 MI EAST NORTHEAST OF INMAN. OWNERSHIP--MR. GEORGE WEATHERS,
 FB2219'DHPT PRECONSTRUCTION ENGINEER P.O. BOX 191, COLUMBIA, SC 29202.
 FB2219'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 292
 FB2219'(2.8 MI SOUTH OF NEW PROSPECT), GO SOUTHEAST ON HIGHWAY 9 FOR
 FB2219'1.65 MI TO THE MARK ON THE LEFT IN FRONT OF A LARGE TWO-STORY WOODEN
 FB2219'HOUSE, 0.45 MI NORTHWEST OF HART TOOL AND MANUFACTURING.
 FB2219'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2219'HIGHWAY, 149.0 FT SOUTHWEST OF THE WEST CORNER OF THE HOUSE,
 FB2219'97.5 FT SOUTH OF A POWER POLE WITH FOUR GUY WIRES, 24.0 FT EAST
 FB2219'NORTHEAST OF THE CENTER OF THE HIGHWAY, 53.4 FT SOUTH SOUTHEAST OF
 FB2219'THE CENTER OF A GRAVEL DRIVEWAY LEADING TO THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3313 ***********************************************************************
 FA3313  DESIGNATION -  42 014
 FA3313  PID         -  FA3313
 FA3313  STATE/COUNTY-  SC/SPARTANBURG
 FA3313  USGS QUAD   -  VALLEY FALLS (1983)
 FA3313
 FA3313                         *CURRENT SURVEY CONTROL
 FA3313  ___________________________________________________________________
 FA3313* NAD 83(2001)-  35 05 49.30077(N)    081 58 39.68225(W)     ADJUSTED  
 FA3313* NAVD 88     -       282.4    (meters)     927.     (feet)  VERTCON   
 FA3313  ___________________________________________________________________
 FA3313  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 FA3313  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FA3313
 FA3313  HORZ ORDER  -  SECOND
 FA3313
 FA3313.The horizontal coordinates were established by classical geodetic methods
 FA3313.and adjusted by the National Geodetic Survey in March 2004..
 FA3313
 FA3313.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3313
 FA3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3313
 FA3313.The geoid height was determined by GEOID03.
 FA3313
 FA3313;                    North         East     Units Scale Factor Converg.
 FA3313;SPC SC       -   362,383.685   520,446.017   MT  1.00010444   -0 32 31.3
 FA3313;SPC SC       - 1,188,922.85  1,707,500.06   iFT  1.00010444   -0 32 31.3
 FA3313;UTM  17      - 3,884,240.354   410,888.178   MT  0.99969786   -0 33 43.8
 FA3313
 FA3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3313!SPC SC       -   0.99996066  x   1.00010444  =   1.00006510
 FA3313!UTM  17      -   0.99996066  x   0.99969786  =   0.99965853
 FA3313
 FA3313:                Primary Azimuth Mark                     Grid Az
 FA3313:SPC SC       -  42 014 AZ MK                             210 36 23.5
 FA3313:UTM  17      -  42 014 AZ MK                             210 37 36.0
 FA3313
 FA3313|---------------------------------------------------------------------|
 FA3313| PID    Reference Object                     Distance      Geod. Az  |
 FA3313|                                                           dddmmss.s |
 FA3313| FA3312 42 014 AZ MK                        APPROX. 0.5 KM 2100352.2 |
 FA3313|---------------------------------------------------------------------|
 FA3313
 FA3313                          SUPERSEDED SURVEY CONTROL
 FA3313
 FA3313  NAD 83(1986)-  35 05 49.31132(N)    081 58 39.68746(W) AD(       ) 2
 FA3313  NAD 27      -  35 05 48.89305(N)    081 58 40.30087(W) AD(       ) 2
 FA3313  NGVD 29 (07/19/86)  282.5    (m)          927.     (f) VERT ANG       
 FA3313
 FA3313.Superseded values are not recommended for survey control.
 FA3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3313.See file dsdata.txt to determine how the superseded data were derived.
 FA3313
 FA3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1088884240(NAD 83)
 FA3313_MARKER: DD = SURVEY DISK
 FA3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3313+STABILITY: SURFACE MOTION
 FA3313
 FA3313  HISTORY     - Date     Condition        Report By
 FA3313  HISTORY     - 1982     MONUMENTED       SCGS
 FA3313
 FA3313                          STATION DESCRIPTION
 FA3313
 FA3313'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3313'THE STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) NORTHEAST
 FA3313'OF INMAN, 5.6 KM (3.5 MI) NORTH-NORTHEAST OF BOILING
 FA3313'SPRINGS AND 5.3 KM (3.3 MI) SOUTHEAST OF FINGERVILLE.
 FA3313'STATION IS ON THE ROAD RIGHT-OF-WAY.
 FA3313'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3313'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA3313'
 FA3313'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND
 FA3313'COUNTY ROAD S-42-56 IN BOILING SPRINGS.  GO NORTHWEST ON
 FA3313'HIGHWAY 9 FOR 0.25 KM (0.15 MI) TO A FORK RIGHT (COUNTY
 FA3313'ROAD S-42-42), BEAR RIGHT ON S-42-42 FOR 5.05 KM (3.15 MI) TO
 FA3313'THE AZIMUTH MARK ON THE RIGHT, CONTINUE 0.5 KM (0.3 MI) TO A
 FA3313'CROSSROAD (COUNTY ROAD S-42-74), TURN RIGHT AND GO EAST ALONG
 FA3313'S-42-74 FOR 0.35 KM (0.25 MI) TO THE STATION ON THE LEFT.
 FA3313'
 FA3313'THE STATION IS A STANDARD SCGS DISK
 FA3313'STAMPED---HORZ 42 014 1981---,
 FA3313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3313'FLUSH WITH GROUND.  IT IS LOCATED
 FA3313'7.45 METERS (24.45 FT) NORTH FROM THE APPROXIMATE
 FA3313'CENTER OF COUNTY ROAD S-42-74.
 FA3313'4.0 METER (13.12 FT) WEST FROM THE APPROXIMATE CENTER
 FA3313'OF A CEMENT DRIVE LEADING TO BRICK HOME.
 FA3313'1.0 METER (3.3 FT) WEST FROM A POWERPOLE WITH TRANSFORMER,
 FA3313'AND GUY WIRE.
 FA3313'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3313'STAMPED---HORZ 42 014 1981---,
 FA3313'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW THE SURFACE.
 FA3313'
 FA3313'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA3313'STAMPED---AZ MK 42 014 1981---,
 FA3313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3313'FLUSH WITH GROUND.  IT IS LOCATED
 FA3313'27.23 METERS (89.33 FT) WEST FROM THE NORTHWEST CORNER
 FA3313'OF A ONE STORY WOOD FRAME HOUSE,
 FA3313'26.77 METERS (87.85 FT) NORTH-NORTHWEST FROM THE
 FA3313'APPROXIMATE CENTER OF A PAVED ROAD DRIVE LEADING TO A HOUSE,
 FA3313'10.20 METERS (33.47 FT) EAST-NORTHEAST FROM THE
 FA3313'APPROXIMATE CENTER OF COUNTY ROAD S-42-42 AND
 FA3313'0.40 METER (1.30 FT) WEST-SOUTHWEST FROM A
 FA3313'METAL WITNESS POST AND FENCE CORNER.
 FA3313'
 FA3313'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FA3313'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3312 ***********************************************************************
 FA3312  DESIGNATION -  42 014 AZ MK
 FA3312  PID         -  FA3312
 FA3312  STATE/COUNTY-  SC/SPARTANBURG
 FA3312  USGS QUAD   -  VALLEY FALLS (1983)
 FA3312
 FA3312                         *CURRENT SURVEY CONTROL
 FA3312  ___________________________________________________________________
 FA3312* NAD 83(2001)-  35 05 34.92791(N)    081 58 49.80463(W)     ADJUSTED  
 FA3312* NAVD 88     -       283.     (meters)     928.     (feet)  VERTCON   
 FA3312  ___________________________________________________________________
 FA3312  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 FA3312  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FA3312
 FA3312  HORZ ORDER  -  SECOND
 FA3312
 FA3312.The horizontal coordinates were established by classical geodetic methods
 FA3312.and adjusted by the National Geodetic Survey in March 2004..
 FA3312.No horizontal observational check was made to the station.
 FA3312
 FA3312.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3312
 FA3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3312
 FA3312.The geoid height was determined by GEOID03.
 FA3312
 FA3312;                    North         East     Units Scale Factor Converg.
 FA3312;SPC SC       -   361,943.155   520,185.421   MT  1.00010270   -0 32 36.9
 FA3312;SPC SC       - 1,187,477.54  1,706,645.08   iFT  1.00010270   -0 32 36.9
 FA3312;UTM  17      - 3,883,800.094   410,627.532   MT  0.99969844   -0 33 49.4
 FA3312
 FA3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3312!SPC SC       -   0.99996058  x   1.00010270  =   1.00006328
 FA3312!UTM  17      -   0.99996058  x   0.99969844  =   0.99965903
 FA3312
 FA3312                          SUPERSEDED SURVEY CONTROL
 FA3312
 FA3312  NAD 83(1986)-  35 05 34.93845(N)    081 58 49.80980(W) AD(       ) 2
 FA3312  NAD 27      -  35 05 34.52000(N)    081 58 50.42319(W) AD(       ) 2
 FA3312  NGVD 29 (07/19/86)  283.     (m)          928.     (f) VERT ANG       
 FA3312
 FA3312.Superseded values are not recommended for survey control.
 FA3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3312.See file dsdata.txt to determine how the superseded data were derived.
 FA3312
 FA3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1062883800(NAD 83)
 FA3312_MARKER: DD = SURVEY DISK
 FA3312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3312+STABILITY: SURFACE MOTION
 FA3312
 FA3312  HISTORY     - Date     Condition        Report By
 FA3312  HISTORY     - 1982     MONUMENTED       SCGS
 FA3312
 FA3312                          STATION DESCRIPTION
 FA3312
 FA3312'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3312'THE STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) NORTHEAST OF INMAN,
 FA3312'5.6 KM (3.5 MI) NORTH NORTHEAST OF BOILING SPRINGS AND
 FA3312'5.3 KM (3.3 MI) SOUTHEAST OF FINGERVILLE. STATION IS SET
 FA3312'ALONG ROAD RIGHT-OF-WAY.
 FA3312'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3312'PO BOX 191, COLUMBIA SC  29201, PHONE 803-758-3414.
 FA3312'
 FA3312'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND
 FA3312'COUNTY ROAD S-42-56 IN BOILING SPRINGS.  GO NORTHWEST ON HIGHWAY
 FA3312'9 FOR 0.25 KM (0.15 MI) TO A FORK RIGHT, COUNTY ROAD S-42-42,
 FA3312'BEAR RIGHT ON S-42-42 AND CONTINUE 5.0 KM (3.15 MI) TO THE
 FA3312'STATION ON THE RIGHT.
 FA3312'
 FA3312'THE STATION IS A STANDARD SCGS DISK
 FA3312'STAMPED---AZ MK 42 014 1981---,
 FA3312'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3312'FLUSH WITH GROUND.  IT IS LOCATED
 FA3312'27.23 METERS (89.33 FT) WEST FROM THE NORTHWEST
 FA3312'CORNER OF A ONE STORY WOOD FRAME HOUSE.
 FA3312'26.77 METERS (87.85 FT) NORTH-NORTHWEST FROM THE
 FA3312'APPROXIMATE CENTER OF PAVED DRIVE LEADING TO HOUSE.
 FA3312'10.20 METERS (33.47 FT) EAST-NORTHEAST FROM THE
 FA3312'APPROXIMATE CENTER OF COUNTY ROAD S-42-42.
 FA3312'0.40 METER (1.3 FT) WEST-SOUTHWEST FROM A METAL
 FA3312'WITNESS POST AND FENCE CORNER.
 FA3312'
 FA3312'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA3312'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3311 ***********************************************************************
 FA3311  DESIGNATION -  42 015
 FA3311  PID         -  FA3311
 FA3311  STATE/COUNTY-  SC/SPARTANBURG
 FA3311  USGS QUAD   -  VALLEY FALLS (1983)
 FA3311
 FA3311                         *CURRENT SURVEY CONTROL
 FA3311  ___________________________________________________________________
 FA3311* NAD 83(2001)-  35 05 04.89451(N)    081 55 44.15300(W)     ADJUSTED  
 FA3311* NAVD 88     -       282.9    (meters)     928.     (feet)  VERTCON   
 FA3311  ___________________________________________________________________
 FA3311  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FA3311  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 FA3311
 FA3311  HORZ ORDER  -  SECOND
 FA3311
 FA3311.The horizontal coordinates were established by classical geodetic methods
 FA3311.and adjusted by the National Geodetic Survey in March 2004..
 FA3311
 FA3311.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3311
 FA3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3311
 FA3311.The geoid height was determined by GEOID03.
 FA3311
 FA3311;                    North         East     Units Scale Factor Converg.
 FA3311;SPC SC       -   360,974.108   524,879.770   MT  1.00009908   -0 30 54.0
 FA3311;SPC SC       - 1,184,298.25  1,722,046.49   iFT  1.00009908   -0 30 54.0
 FA3311;UTM  17      - 3,882,829.840   415,319.638   MT  0.99968837   -0 32 02.3
 FA3311
 FA3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3311!SPC SC       -   0.99996058  x   1.00009908  =   1.00005966
 FA3311!UTM  17      -   0.99996058  x   0.99968837  =   0.99964896
 FA3311
 FA3311:                Primary Azimuth Mark                     Grid Az
 FA3311:SPC SC       -  CHESNEE REEVES SOUTH TANK                046 15 29.4
 FA3311:UTM  17      -  CHESNEE REEVES SOUTH TANK                046 16 37.7
 FA3311
 FA3311|---------------------------------------------------------------------|
 FA3311| PID    Reference Object                     Distance      Geod. Az  |
 FA3311|                                                           dddmmss.s |
 FA3311| FA3286 CHESNEE REEVES SOUTH TANK           APPROX. 8.5 KM 0454435.4 |
 FA3311| FA3294 COWPENS C A TANK                    APPROX.12.4 KM 1211816.6 |
 FA3311| FA3310 42 015 AZ MK                        APPROX. 0.5 KM 1755644.6 |
 FA3311|---------------------------------------------------------------------|
 FA3311
 FA3311                          SUPERSEDED SURVEY CONTROL
 FA3311
 FA3311  NAD 83(1986)-  35 05 04.90548(N)    081 55 44.15828(W) AD(       ) 2
 FA3311  NAD 27      -  35 05 04.48130(N)    081 55 44.77654(W) AD(       ) 2
 FA3311  NGVD 29 (07/19/86)  283.0    (m)          928.     (f) VERT ANG       
 FA3311
 FA3311.Superseded values are not recommended for survey control.
 FA3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3311.See file dsdata.txt to determine how the superseded data were derived.
 FA3311
 FA3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1532082830(NAD 83)
 FA3311_MARKER: DD = SURVEY DISK
 FA3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3311+STABILITY: SURFACE MOTION
 FA3311
 FA3311  HISTORY     - Date     Condition        Report By
 FA3311  HISTORY     - 1982     MONUMENTED       SCGS
 FA3311
 FA3311                          STATION DESCRIPTION
 FA3311
 FA3311'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3311'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHWEST OF CHESNEE,
 FA3311'6.4 KM (4.0 MI) SOUTHWEST OF MAYO, 6.4 KM (4.0 MI) NORTHEAST
 FA3311'OF BOILING SPRINGS. STATION IS SET ON ROAD RIGHT-OF-WAY.
 FA3311'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3311'PO BOX 191, COLUMBIA SC 29202 PHONE 803-758-3414.
 FA3311'
 FA3311'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND
 FA3311'COUNTY ROAD (S-42-56) IN BOILING SPRINGS, GO EAST NORTHEASTERLY
 FA3311'ON S-42-56 FOR 4.8 KM (3.0 MI) TO THE JUNCTION WITH COUNTY ROAD
 FA3311'(S-42-43), TURN LEFT AND GO NORTHEAST FOR 2.8 KM (1.75 MI) ALONG
 FA3311'S-42-43 TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE 0.5 KM (0.3 MI)
 FA3311'TO THE MOUNTAIN VIEW BAPTIST CHURCH AND THE STATION ON THE LEFT.
 FA3311'
 FA3311'THE STATION IS A STANDARD SCGS DISK
 FA3311'STAMPED---HORZ 42 015 1981---,
 FA3311'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3311'FLUSH WITH GROUND.  IT IS LOCATED
 FA3311'11.37 METERS (37.3 FT) NORTH-NORTHEAST FROM THE
 FA3311'APPROXIMATE CENTER OF AN 0.9 METER BY 0.9 METER CEMENT
 FA3311'DRAINAGE BOX,
 FA3311'10.67 METERS (35.0 FT) NORTH-NORTHEAST FROM A POWER
 FA3311'POLE WITH TRANSFORMER AND WITH A GUY WIRE,
 FA3311'10.06 METERS (33.0 FT) WEST FROM THE APPROXIMATE CENTER
 FA3311'COUNTY ROAD S-42-43 AND
 FA3311'2.54 METERS (8.35 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST
 FA3311'END OF A SMALL CONCRETE CURB.
 FA3311'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3311'STAMPED---HORZ 42 015 1981---,
 FA3311'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FA3311'
 FA3311'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA3311'STAMPED---AZ MK 42 015 1981---,
 FA3311'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3311'FLUSH WITH GROUND.  IT IS LOCATED
 FA3311'27.12 METERS (89.0 FT) SOUTH FROM THE APPROXIMATE
 FA3311'CENTER OF THE NORTHERLY PAVED DRIVE,
 FA3311'16.76 METERS (55.0 FT) NORTH FROM THE
 FA3311'APPROXIMATE CENTER OF THE PAVED DRIVE LEADING TO A RED GARAGE,
 FA3311'10.55 METERS (34.6 FT) WEST FROM THE SOUTHWEST
 FA3311'CORNER OF A BRICK PATIO AND
 FA3311'10.15 METERS (33.3 FT) EAST FROM THE APPROXIMATE
 FA3311'CENTER OF COUNTY ROAD S-42-43.
 FA3311'
 FA3311'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA3311'NO REFERENCE MARKS WERE ESTABLISHET AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3310 ***********************************************************************
 FA3310  DESIGNATION -  42 015 AZ MK
 FA3310  PID         -  FA3310
 FA3310  STATE/COUNTY-  SC/SPARTANBURG
 FA3310  USGS QUAD   -  VALLEY FALLS (1983)
 FA3310
 FA3310                         *CURRENT SURVEY CONTROL
 FA3310  ___________________________________________________________________
 FA3310* NAD 83(2001)-  35 04 48.12805(N)    081 55 42.70735(W)     ADJUSTED  
 FA3310* NAVD 88     -       281.9    (meters)     925.     (feet)  VERTCON   
 FA3310  ___________________________________________________________________
 FA3310  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FA3310  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 FA3310
 FA3310  HORZ ORDER  -  SECOND
 FA3310
 FA3310.The horizontal coordinates were established by classical geodetic methods
 FA3310.and adjusted by the National Geodetic Survey in March 2004..
 FA3310
 FA3310.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3310
 FA3310.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3310
 FA3310.The geoid height was determined by GEOID03.
 FA3310
 FA3310;                    North         East     Units Scale Factor Converg.
 FA3310;SPC SC       -   360,457.052   524,911.750   MT  1.00009706   -0 30 53.2
 FA3310;SPC SC       - 1,182,601.88  1,722,151.41   iFT  1.00009706   -0 30 53.2
 FA3310;UTM  17      - 3,882,312.986   415,351.434   MT  0.99968831   -0 32 01.2
 FA3310
 FA3310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3310!SPC SC       -   0.99996074  x   1.00009706  =   1.00005779
 FA3310!UTM  17      -   0.99996074  x   0.99968831  =   0.99964906
 FA3310
 FA3310:                Primary Azimuth Mark                     Grid Az
 FA3310:SPC SC       -  42 015                                   356 27 38.6
 FA3310:UTM  17      -  42 015                                   356 28 46.6
 FA3310
 FA3310|---------------------------------------------------------------------|
 FA3310| PID    Reference Object                     Distance      Geod. Az  |
 FA3310|                                                           dddmmss.s |
 FA3310| FA3311 42 015                              APPROX. 0.5 KM 3555645.4 |
 FA3310|---------------------------------------------------------------------|
 FA3310
 FA3310                          SUPERSEDED SURVEY CONTROL
 FA3310
 FA3310  NAD 83(1986)-  35 04 48.13915(N)    081 55 42.71258(W) AD(       ) 2
 FA3310  NAD 27      -  35 04 47.71444(N)    081 55 43.33157(W) AD(       ) 2
 FA3310  NGVD 29 (07/19/86)  282.0    (m)          925.     (f) VERT ANG       
 FA3310
 FA3310.Superseded values are not recommended for survey control.
 FA3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3310.See file dsdata.txt to determine how the superseded data were derived.
 FA3310
 FA3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1535182313(NAD 83)
 FA3310_MARKER: DD = SURVEY DISK
 FA3310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3310+STABILITY: SURFACE MOTION
 FA3310
 FA3310  HISTORY     - Date     Condition        Report By
 FA3310  HISTORY     - 1982     MONUMENTED       SCGS
 FA3310
 FA3310                          STATION DESCRIPTION
 FA3310
 FA3310'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3310'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHWEST OF CHESNEE,
 FA3310'6.4 KM (4.0 MI) SOUTHWEST OF MAYO, 6.4 KM (4.0 MI) NORTHEAST
 FA3310'OF BOILING SPRINGS. STATION IN FRONT OF A TRAIL3R.
 FA3310'OWNERSHIP--MR  MARVIN A SAEY, ROUTE 6, SPARTANBURG   SC  29301
 FA3310'PHONE 803-578-2910.
 FA3310'
 FA3310'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND
 FA3310'COUNTY ROAD S-42-56 IN BOILING SPRINGS.  GO EAST-NORTHEASTERLY
 FA3310'ON S-42-56 FOR 4.8 KM (3.0 MI) TO THE JUNCTION WITH COUNTY
 FA3310'ROAD S-42-43, TURN LEFT AND GO NORTHEAST FOR 2.78 KM (1.75 MI)
 FA3310'ALONG COUNTY ROAD S-42-43 TO THE STATION ON THE RIGHT.
 FA3310'
 FA3310'THE STATION IS A STANDARD SCGS DISK
 FA3310'STAMPED---AZ MK 42 015 1981---,
 FA3310'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3310'FLUSH WITH GROUND.  IT IS LOCATED
 FA3310'10.15 METERS (33.3 FT) EAST FROM THE APPROXIMATE
 FA3310'CENTER OF COUNTY ROAD S-42-43,
 FA3310'27.12 METERS (89.0 FT) SOUTH FROM THE APPROXIMATE
 FA3310'CENTER OF THE NORTHERLY PAVED DRIVE TO A TRAILER,
 FA3310'16.76 METERS (55.0 FT) NORTH FROM THE APPROXIMATE
 FA3310'CENTER OF THE SOUTHERLY PAVED DRIVE LEADING TO A RED GARAGE AND
 FA3310'10.55 METERS (34.6 FT) WEST FROM THE SOUTHWEST CORNER
 FA3310'OF A BRICK PATIO.
 FA3310'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3310'STAMPED---AZ MK 42 015 1981---,
 FA3310'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FA3310'
 FA3310'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA3310'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1422 ***********************************************************************
 FA1422  DESIGNATION -  42 016
 FA1422  PID         -  FA1422
 FA1422  STATE/COUNTY-  SC/SPARTANBURG
 FA1422  USGS QUAD   -  VALLEY FALLS (1983)
 FA1422
 FA1422                         *CURRENT SURVEY CONTROL
 FA1422  ___________________________________________________________________
 FA1422* NAD 83(2001)-  35 02 53.48303(N)    081 59 04.68824(W)     ADJUSTED  
 FA1422* NAVD 88     -       283.689  (meters)     930.74   (feet)  ADJUSTED  
 FA1422  ___________________________________________________________________
 FA1422  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FA1422  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FA1422  DYNAMIC HT  -         283.405 (meters)     929.80  (feet)  COMP
 FA1422  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 FA1422
 FA1422  HORZ ORDER  -  SECOND
 FA1422  VERT ORDER  -  FIRST     CLASS II
 FA1422
 FA1422.The horizontal coordinates were established by classical geodetic methods
 FA1422.and adjusted by the National Geodetic Survey in March 2004..
 FA1422
 FA1422.The orthometric height was determined by differential leveling
 FA1422.and adjusted by the National Geodetic Survey in June 1991..
 FA1422
 FA1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1422
 FA1422.The geoid height was determined by GEOID03.
 FA1422
 FA1422.The dynamic height is computed by dividing the NAVD 88
 FA1422.geopotential number by the normal gravity value computed on the
 FA1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1422.degrees latitude (g = 980.6199 gals.).
 FA1422
 FA1422.The modeled gravity was interpolated from observed gravity values.
 FA1422
 FA1422;                    North         East     Units Scale Factor Converg.
 FA1422;SPC SC       -   356,971.226   519,761.006   MT  1.00008348   -0 32 45.2
 FA1422;SPC SC       - 1,171,165.44  1,705,252.64   iFT  1.00008348   -0 32 45.2
 FA1422;UTM  17      - 3,878,830.272   410,201.561   MT  0.99969938   -0 33 55.7
 FA1422
 FA1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1422!SPC SC       -   0.99996044  x   1.00008348  =   1.00004392
 FA1422!UTM  17      -   0.99996044  x   0.99969938  =   0.99965984
 FA1422
 FA1422:                Primary Azimuth Mark                     Grid Az
 FA1422:SPC SC       -  42 016 AZ MK                             137 17 44.4
 FA1422:UTM  17      -  42 016 AZ MK                             137 18 54.9
 FA1422
 FA1422|---------------------------------------------------------------------|
 FA1422| PID    Reference Object                     Distance      Geod. Az  |
 FA1422|                                                           dddmmss.s |
 FA1422| FA1421 42 016 AZ MK                        APPROX. 0.9 KM 1364459.2 |
 FA1422|---------------------------------------------------------------------|
 FA1422
 FA1422                          SUPERSEDED SURVEY CONTROL
 FA1422
 FA1422  NAD 83(1986)-  35 02 53.49367(N)    081 59 04.69231(W) AD(       ) 2
 FA1422  NAD 27      -  35 02 53.07205(N)    081 59 05.31012(W) AD(       ) 2
 FA1422  NGVD 29 (??/??/??)  283.786  (m)          931.05   (f) ADJUSTED    1 2
 FA1422
 FA1422.Superseded values are not recommended for survey control.
 FA1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1422.See file dsdata.txt to determine how the superseded data were derived.
 FA1422
 FA1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1020278830(NAD 83)
 FA1422_MARKER: DD = SURVEY DISK
 FA1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1422_SP_SET: CONCRETE POST
 FA1422_STAMPING: HORZ 42 016 1981
 FA1422_MARK LOGO: SCGS  
 FA1422_PROJECTION: FLUSH
 FA1422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1422+STABILITY: SURFACE MOTION
 FA1422
 FA1422  HISTORY     - Date     Condition        Report By
 FA1422  HISTORY     - 1982     MONUMENTED       SCGS
 FA1422  HISTORY     - 1982     GOOD             SCGS
 FA1422  HISTORY     - 19890626 MARK NOT FOUND   SCGS
 FA1422
 FA1422                          STATION DESCRIPTION
 FA1422
 FA1422'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1422'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MI) EAST-
 FA1422'NORTHEAST OF INMAN, 8.0 KM
 FA1422'(5.0 MI) WEST OF CHEROKEE SPRINGS, 0.8 KM (0.5 MI) NORTH-NORTHWEST
 FA1422'OF BOILING SPRINGS. STATION IS SET ON ROAD RIGHT-OF-WAY.
 FA1422'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO
 FA1422'BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA1422'
 FA1422'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9
 FA1422'AND COUNTY ROAD S-42-56 IN BOILING SPRINGS.  GO NORTHWEST
 FA1422'ON HIGHWAY 9 FOR 0.2 KM (0.15 MI) TO THE STATION ON THE
 FA1422'RIGHT, IN A TRIANGLE INTERSECTION.
 FA1422'
 FA1422'THE STATION IS A STANDARD SCGS DISK
 FA1422'STAMPED---HORZ 42 016 1981---,
 FA1422'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1422'FLUSH WITH GROUND.  IT IS LOCATED
 FA1422'9.14 METERS (30.0 FT) SOUTH FROM THE APPROXIMATE CENTER
 FA1422'OF COUNTY ROAD S-42-42.
 FA1422'5.51 METERS (18.4 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FA1422'CENTER OF STATE HIGHWAY 9.
 FA1422'3.50 METERS (11.48 FT) WEST-SOUTHWEST FROM A POWER POLE
 FA1422'WITH TWO TELEPHONE JUNCTION BOXES AT BASE.
 FA1422'0.60 METER (1.95 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 FA1422'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA1422'STAMPED---HORZ 42 016 1981---,
 FA1422'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA1422'
 FA1422'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA1422'STAMPED---AZ MK 42 016 1981---,
 FA1422'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1422'FLUSH WITH GROUND.  IT IS LOCATED
 FA1422'14.59 METERS (47.85 FT) SOUTHWEST FROM THE APPROXIMATE
 FA1422'CENTER OF STATE HIGHWAY 9.
 FA1422'9.42 METERS (30.9 FT) SOUTHEAST FROM THE EAST EDGE OF A
 FA1422'PAVED DRIVE OF A FLOUR BARREL FOOD SHOP.
 FA1422'5.49 METERS (18.0 FT) NORTHWEST FROM THE APPROXIMATE
 FA1422'CENTER OF A PAVED DRIVE LEADING TO A BRICK HOME.
 FA1422'0.65 METER (2.15 FT) NORTHEAST FROM A METAL WITNESS POST.
 FA1422'
 FA1422'TO REACH AZIMUTH MARK FROM THE JUNCTION
 FA1422'OF STATE HIGHWAY 9 AND COUNTY ROAD S-42-56 IN BOILING SPRINGS,
 FA1422'GO SOUTHEAST ON HIGHWAY 9 FOR 0.55 KM (0.35 MI) TO THE AZIMUTH
 FA1422'ON THE RIGHT.
 FA1422'
 FA1422'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA1422'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1422
 FA1422                          STATION RECOVERY (1982)
 FA1422
 FA1422'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1422'IN BOILING SPRINGS.
 FA1422'THE MARK IS ABOVE LEVEL WITH HIGHWAY 9.
 FA1422'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 9 FROM
 FA1422'THE JUNCTION OF COUNTY ROAD S-42-56 IN BOILING SPRINGS, SET
 FA1422'IN A GRASSY TRIANGLE FORMED BY A THREE WAY INTERSECTION, 5.7
 FA1422'METERS (18.6 FEET) NORTH NORTHEAST OF THE CENTER LINE OF HIGHWAY
 FA1422'9, 3.5 METERS (11.5 FEET) WEST SOUTHWEST OF A POWER LINE POLE
 FA1422'IN THE TRIANGLE, 12.9 METERS (42.4 FEET) WEST OF THE
 FA1422'APPROXIMATE CENTER OF COUNTY ROAD S-42-42, 15.2 METERS (49.8 FEET)
 FA1422'NORTH OF A F.A.P. PIPE MARKER.
 FA1422'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 FA1422
 FA1422                          STATION RECOVERY (1989)
 FA1422
 FA1422'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA1422'NOT RECOVERED, PRESUMED DESTROYED BY WIDENING OF
 FA1422'THEHIGHWAY,SUNAZIMUTHWAS TAKEN WITH THE RESULTS ENDING IN THE MIDDLE
 FA1422'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1421 ***********************************************************************
 FA1421  DESIGNATION -  42 016 AZ MK
 FA1421  PID         -  FA1421
 FA1421  STATE/COUNTY-  SC/SPARTANBURG
 FA1421  USGS QUAD   -  VALLEY FALLS (1983)
 FA1421
 FA1421                         *CURRENT SURVEY CONTROL
 FA1421  ___________________________________________________________________
 FA1421* NAD 83(2001)-  35 02 33.30547(N)    081 58 41.60922(W)     ADJUSTED  
 FA1421* NAVD 88     -       285.689  (meters)     937.30   (feet)  ADJUSTED  
 FA1421  ___________________________________________________________________
 FA1421  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FA1421  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FA1421  DYNAMIC HT  -         285.403 (meters)     936.36  (feet)  COMP
 FA1421  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 FA1421
 FA1421  HORZ ORDER  -  SECOND
 FA1421  VERT ORDER  -  FIRST     CLASS II
 FA1421
 FA1421.The horizontal coordinates were established by classical geodetic methods
 FA1421.and adjusted by the National Geodetic Survey in March 2004..
 FA1421.No horizontal observational check was made to the station.
 FA1421
 FA1421.The orthometric height was determined by differential leveling
 FA1421.and adjusted by the National Geodetic Survey in June 1991..
 FA1421
 FA1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1421
 FA1421.The geoid height was determined by GEOID03.
 FA1421
 FA1421.The dynamic height is computed by dividing the NAVD 88
 FA1421.geopotential number by the normal gravity value computed on the
 FA1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1421.degrees latitude (g = 980.6199 gals.).
 FA1421
 FA1421.The modeled gravity was interpolated from observed gravity values.
 FA1421
 FA1421;                    North         East     Units Scale Factor Converg.
 FA1421;SPC SC       -   356,343.835   520,340.032   MT  1.00008112   -0 32 32.4
 FA1421;SPC SC       - 1,169,107.07  1,707,152.34   iFT  1.00008112   -0 32 32.4
 FA1421;UTM  17      - 3,878,202.925   410,780.152   MT  0.99969810   -0 33 42.2
 FA1421
 FA1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1421!SPC SC       -   0.99996013  x   1.00008112  =   1.00004125
 FA1421!UTM  17      -   0.99996013  x   0.99969810  =   0.99965824
 FA1421
 FA1421                          SUPERSEDED SURVEY CONTROL
 FA1421
 FA1421  NAD 83(1986)-  35 02 33.31618(N)    081 58 41.61287(W) AD(       ) 2
 FA1421  NAD 27      -  35 02 32.89348(N)    081 58 42.23218(W) AD(       ) 2
 FA1421  NAVD 88 (03/10/92)  285.69   (m)          937.3    (f) LEVELING    3  
 FA1421  NGVD 29 (??/??/??)  285.787  (m)          937.62   (f) ADJUSTED    1 2
 FA1421
 FA1421.Superseded values are not recommended for survey control.
 FA1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1421.See file dsdata.txt to determine how the superseded data were derived.
 FA1421
 FA1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1078078203(NAD 83)
 FA1421_MARKER: DD = SURVEY DISK
 FA1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1421_SP_SET: CONCRETE POST
 FA1421_STAMPING: AZ MK 42 016 1981
 FA1421_MARK LOGO: SCGS  
 FA1421_PROJECTION: FLUSH
 FA1421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1421+STABILITY: SURFACE MOTION
 FA1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA1421+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 FA1421
 FA1421  HISTORY     - Date     Condition        Report By
 FA1421  HISTORY     - 1982     MONUMENTED       SCGS
 FA1421  HISTORY     - 1982     GOOD             SCGS
 FA1421  HISTORY     - 19890626 GOOD             SCGS
 FA1421
 FA1421                          STATION DESCRIPTION
 FA1421
 FA1421'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1421'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MI) EAST-NORTHEAST OF INMAN,
 FA1421'8.0 KM (5.0 MI) WEST OF CHEROKEE SPRINGS, 1.6 KM (1.0 MI)
 FA1421'SOUTHEAST OF BOILING SPRINGS. STATION IS SET ON ROAD RIGHT-OF-WAY.
 FA1421'MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, PO
 FA1421'BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA1421'
 FA1421'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9
 FA1421'AND COUNTY ROAD S-42-56 IN BOILING SPRINGS.  GO SOUTHEAST
 FA1421'ON HIGHWAY 9 FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 FA1421'
 FA1421'THE STATION IS A STANDARD SCGS DISK
 FA1421'STAMPED---AZ MK 42 016 1981---,
 FA1421'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1421'FLUSH WITH GROUND.  IT IS LOCATED
 FA1421'14.59 METERS (47.85 FT) SOUTHWEST FROM THE APPROXIMATE
 FA1421'CENTER OF STATE HIGHWAY 9,
 FA1421'5.49 METERS (18.0 FT) NORTHWEST FROM THE APPROXIMATE
 FA1421'CENTER OF A PAVED DRIVE LEADING TO A BRICK HOUSE,
 FA1421'9.42 METERS (30.9 FT) SOUTHEAST FROM THE EAST EDGE
 FA1421'OF A PAVED DRIVE OF A FLOUR BARREL FOOD SHOP AND
 FA1421'0.65 METER (2.15 FT) NORTHEAST FROM A METAL WITNESS POST.
 FA1421'
 FA1421'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA1421'NO REFERENCE MARKS WERE ESTABLISHET AT THIS TIME.
 FA1421
 FA1421                          STATION RECOVERY (1982)
 FA1421
 FA1421'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1421'IN BOILING SPRINGS.
 FA1421'THE MARK IS 2.00 M ABOVE STATE HIGHWAY 9.
 FA1421'0.6 KILOMETER (0.4 MILE) SOUTH ALONG STATE HIGHWAY 9
 FA1421'FROM THE JUNCTION OF COUNTY ROAD S-42-56, IN BOILING
 FA1421'SPRINGS, SET ON THE LAWN OF A BRICK HOME, AND IN BETWEEN THE
 FA1421'PAVED DRIVE LEADING TO HOUSE AND A FAST FOOD RESTAURANT, 14.6
 FA1421'METERS (48.0 FEET) SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 FA1421'9, 23.7 METERS (77.9 FEET) NORTH OF THE NORTH CORNER OF A TWO
 FA1421'STORY BRICK HOUSE, 5.79 METERS (19.0 FEET) NORTHWEST OF THE
 FA1421'APPROXIMATE CENTER OF A PAVED ROAD LEADING TO HOUSE, 5.1 METERS
 FA1421'(16.7 FEET) SOUTH SOUTHWEST OF A POWER POLE WITH A TRANSFORMER.
 FA1421'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 FA1421
 FA1421                          STATION RECOVERY (1989)
 FA1421
 FA1421'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA1421'STATION IN LOCATED IN BOILING
 FA1421'SPRINGS.OWNERSHIP--SCDHPT,DIRECTOROFPRECONSTRUCTION, P.O. BOX 191,
 FA1421'COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA1421'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 79 (VALLEY FALLS
 FA1421'ROAD) AND STATE HIGHWAY 9 (0.95 MILE SOUTHEAST OF BOILING SPRINGS),
 FA1421'GO NORTHWEST ON HIGHWAY 9 FOR 0.55 MILE TO THE STATION ON THE LEFT ON
 FA1421'THE SOUTH SIDE OF A RESTAURANT (D AND D), 0.2 MILE SOUTHEAST OF THE
 FA1421'BOILING SPRINGS FIRST BAPTIST CHURCH.
 FA1421'STATION IS A CONCRETE POST PROJECTING 2-INCHES AND IS 4.0 FEET ABOVE
 FA1421'THE HIGHWAY, 28.0 FEET SOUTHWEST OF THE CENTER OF THE SOUTHBOUND
 FA1421'LANES OF THE HIGHWAY, 17.5 FEET NORTHWEST OF THE CENTER OF A PAVED
 FA1421'DRIVEWAY TO A BRICK HOUSE, 10.9 FEET SOUTH OF A POWER POLE P16S, 80.3
 FA1421'FEET EAST SOUTHEAST OF THE EAST CORNER OF THE RESTAURANT, 2.0 FEET
 FA1421'NORTHEAST OF A WITNESS POST.
 FA1421'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3309 ***********************************************************************
 FA3309  DESIGNATION -  42 017
 FA3309  PID         -  FA3309
 FA3309  STATE/COUNTY-  SC/SPARTANBURG
 FA3309  USGS QUAD   -  VALLEY FALLS (1983)
 FA3309
 FA3309                         *CURRENT SURVEY CONTROL
 FA3309  ___________________________________________________________________
 FA3309* NAD 83(2001)-  35 02 59.19898(N)    081 56 27.04948(W)     ADJUSTED  
 FA3309* NAVD 88     -       283.4    (meters)     930.     (feet)  GPS OBS   
 FA3309  ___________________________________________________________________
 FA3309  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FA3309  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FA3309
 FA3309  HORZ ORDER  -  SECOND
 FA3309
 FA3309.The horizontal coordinates were established by classical geodetic methods
 FA3309.and adjusted by the National Geodetic Survey in March 2004..
 FA3309
 FA3309.The orthometric height was determined by GPS observations and a
 FA3309.high-resolution geoid model.
 FA3309
 FA3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3309
 FA3309.The geoid height was determined by GEOID03.
 FA3309
 FA3309;                    North         East     Units Scale Factor Converg.
 FA3309;SPC SC       -   357,110.164   523,757.801   MT  1.00008415   -0 31 17.8
 FA3309;SPC SC       - 1,171,621.27  1,718,365.49   iFT  1.00008415   -0 31 17.8
 FA3309;UTM  17      - 3,878,967.819   414,196.848   MT  0.99969073   -0 32 25.3
 FA3309
 FA3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3309!SPC SC       -   0.99996050  x   1.00008415  =   1.00004464
 FA3309!UTM  17      -   0.99996050  x   0.99969073  =   0.99965124
 FA3309
 FA3309:                Primary Azimuth Mark                     Grid Az
 FA3309:SPC SC       -  42 017 AZ MK                             205 52 52.2
 FA3309:UTM  17      -  42 017 AZ MK                             205 53 59.7
 FA3309
 FA3309|---------------------------------------------------------------------|
 FA3309| PID    Reference Object                     Distance      Geod. Az  |
 FA3309|                                                           dddmmss.s |
 FA3309| FA3308 42 017 AZ MK                        APPROX. 0.5 KM 2052134.4 |
 FA3309|---------------------------------------------------------------------|
 FA3309
 FA3309                          SUPERSEDED SURVEY CONTROL
 FA3309
 FA3309  NAD 83(1986)-  35 02 59.20945(N)    081 56 27.05348(W) AD(       ) 2
 FA3309  NAD 27      -  35 02 58.78139(N)    081 56 27.67072(W) AD(       ) 2
 FA3309  NGVD 29 (07/19/86)  284.1    (m)          932.     (f) VERT ANG       
 FA3309
 FA3309.Superseded values are not recommended for survey control.
 FA3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3309.See file dsdata.txt to determine how the superseded data were derived.
 FA3309
 FA3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1419778968(NAD 83)
 FA3309_MARKER: DD = SURVEY DISK
 FA3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3309+STABILITY: SURFACE MOTION
 FA3309
 FA3309  HISTORY     - Date     Condition        Report By
 FA3309  HISTORY     - 1982     MONUMENTED       SCGS
 FA3309
 FA3309                          STATION DESCRIPTION
 FA3309
 FA3309'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3309'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTH OF
 FA3309'SPARTANBURG, 4.8 KM (3.0 MI) WEST OF CHEROKEE SPRINGS,
 FA3309'4.8 KM (3.0 MI) EAST OF BOILING SPRINGS.  STATION IS SET
 FA3309'ALONG ROAD RIGHT-OF-WAY.
 FA3309'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3309'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA3309'
 FA3309'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9
 FA3309'AND COUNTY ROAD S-42-56 IN BOILING SPRINGS.  GO EAST
 FA3309'NORTHEASTERLY ON S-42-56 FOR 4.8 KM (3.0 MI) TO THE JUNCTION
 FA3309'WITH COUNTY ROAD S-42-43, TURN RIGHT AND GO SOUTHERLY ON
 FA3309'S-42-43 FOR 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
 FA3309'
 FA3309'THE STATION IS A STANDARD SCGS DISK
 FA3309'STAMPED---HORZ 42 017 1981---,
 FA3309'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3309'FLUSH WITH GROUND.  IT IS LOCATED
 FA3309'23.7 METER (77.75 FT) WEST FROM THE WEST CORNER OF A
 FA3309'BRICK HOME.
 FA3309'6.81 METER (22.35 FT) SOUTHEAST FROM THE APPROXIMATE
 FA3309'CENTER OF COUNTY ROAD S-42-43.
 FA3309'5.240 METER (17.20 FT) NORTH-NORTHEAST FROM A WOODEN FENCE
 FA3309'CORNER.
 FA3309'1.160 METER (3.81 FT) WEST FROM A 30-INCH PECAN TREE.
 FA3309'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3309'STAMPED---HORZ 42 017 1981---,
 FA3309'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3309'
 FA3309'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA3309'STAMPED---AZ MK 42 017 1981---,
 FA3309'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3309'FLUSH WITH GROUND.  IT IS LOCATED
 FA3309'10.00 METER (32.80 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 FA3309'CENTER OF COUNTY ROAD S-42-43.
 FA3309'3.30 METER (10.83 FT) NORTHEAST FROM A POWER POLE
 FA3309'NUMBER B 86 WITH ONE GUY WIRE.
 FA3309'0.54 METER (1.77 FT) EAST-SOUTHEAST FROM A METAL
 FA3309'WITNESS POST AND A WIRE FENCE LINE.
 FA3309'
 FA3309'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY
 FA3309'ON S-42-43 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 FA3309'
 FA3309'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.60 METERS.
 FA3309'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4762 ***********************************************************************
 FA4762  DESIGNATION -  42 017 AZ MK 2
 FA4762  PID         -  FA4762
 FA4762  STATE/COUNTY-  SC/SPARTANBURG
 FA4762  USGS QUAD   -  VALLEY FALLS (1983)
 FA4762
 FA4762                         *CURRENT SURVEY CONTROL
 FA4762  ___________________________________________________________________
 FA4762* NAD 83(2001)-  35 02 44.12435(N)    081 56 35.70907(W)     ADJUSTED  
 FA4762* NAVD 88     -       275.9    (meters)     905.     (feet)  GPS OBS   
 FA4762  ___________________________________________________________________
 FA4762  X           -     732,685.520 (meters)                     COMP
 FA4762  Y           -  -5,176,125.082 (meters)                     COMP
 FA4762  Z           -   3,642,149.091 (meters)                     COMP
 FA4762  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FA4762  ELLIP HEIGHT-         244.19  (meters)          (03/27/03) GPS OBS
 FA4762  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FA4762
 FA4762  HORZ ORDER  -  FIRST
 FA4762  ELLP ORDER  -  FOURTH    CLASS II
 FA4762
 FA4762.The horizontal coordinates were established by GPS observations
 FA4762.and adjusted by the National Geodetic Survey in March 2003..
 FA4762
 FA4762.The orthometric height was determined by GPS observations and a
 FA4762.high-resolution geoid model.
 FA4762
 FA4762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4762
 FA4762.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4762
 FA4762.The ellipsoidal height was determined by GPS observations
 FA4762.and is referenced to NAD 83.
 FA4762
 FA4762.The geoid height was determined by GEOID03.
 FA4762
 FA4762;                    North         East     Units Scale Factor Converg.
 FA4762;SPC SC       -   356,647.589   523,534.096   MT  1.00008238   -0 31 22.6
 FA4762;SPC SC       - 1,170,103.64  1,717,631.55   iFT  1.00008238   -0 31 22.6
 FA4762;UTM  17      - 3,878,505.499   413,973.080   MT  0.99969121   -0 32 30.0
 FA4762
 FA4762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4762!SPC SC       -   0.99996167  x   1.00008238  =   1.00004405
 FA4762!UTM  17      -   0.99996167  x   0.99969121  =   0.99965289
 FA4762
 FA4762                          SUPERSEDED SURVEY CONTROL
 FA4762
 FA4762  NAD 83(1995)-  35 02 44.12477(N)    081 56 35.70843(W) AD(       ) 1
 FA4762  ELLIP H (12/20/99)  244.19   (m)                       GP(       ) 4 1
 FA4762  NAD 83(1986)-  35 02 44.13509(N)    081 56 35.71320(W) AD(       ) 1
 FA4762
 FA4762.Superseded values are not recommended for survey control.
 FA4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4762.See file dsdata.txt to determine how the superseded data were derived.
 FA4762
 FA4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1397378505(NAD 83)
 FA4762_MARKER: DD = SURVEY DISK
 FA4762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4762_SP_SET: CONCRETE POST
 FA4762_STAMPING: AZ MK 42 017 1981 NO 2 1990
 FA4762_MARK LOGO: SCGS  
 FA4762_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4762+STABILITY: SURFACE MOTION
 FA4762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4762+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FA4762
 FA4762  HISTORY     - Date     Condition        Report By
 FA4762  HISTORY     - 1990     MONUMENTED       SCGS
 FA4762
 FA4762                          STATION DESCRIPTION
 FA4762
 FA4762'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FA4762'STATION IS LOCATED 2.45 MILES EAST
 FA4762'OFBOILINGSPRINGS.OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P.O.
 FA4762'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FA4762'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 9 AND
 FA4762'INTERSTATE 85 (3.0 MILES NORTH NORTHWEST OF SPARTANBURG), GO NORTH ON
 FA4762'HIGHWAY 9 FOR 0.9 MILE TO THE JUNCTION OF STATE ROAD 43 (PARRIS
 FA4762'BRIDGE ROAD), TURN RIGHT ON ROAD 43 FOR 2.8 MILES TO THE STATION ON
 FA4762'THE LEFT NEAR A POWER POLE.
 FA4762'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW
 FA4762'THE ROAD, 5.6 FEET EAST NORTHEAST OF THE POWER POLE 111926/048444/B86
 FA4762'WITH A SCGS REFERENCE WASHFR ATTACHED, 4.1 FEET NORTH NORTHEAST OF A
 FA4762'TELPHONE JUNCTION BOX, 32.0 FEET WEST OF THE CENTER OF THE ROAD, 73.0
 FA4762'FEET SOUTH OF THE SOUTHEAST CORNER OF A VINYL-SIDED GARAGE WITH A
 FA4762'BRICK FOUNDATION, 73.4 FEET EAST OF A SATELITE TV ANTENNA SUPPORT
 FA4762'POLE, 5.6 FEET EAST NORTHEAST OF A WITNESS POST.
 FA4762'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1543 ***********************************************************************
 FA1543  DESIGNATION -  42 018
 FA1543  PID         -  FA1543
 FA1543  STATE/COUNTY-  SC/SPARTANBURG
 FA1543  USGS QUAD   -  VALLEY FALLS (1983)
 FA1543
 FA1543                         *CURRENT SURVEY CONTROL
 FA1543  ___________________________________________________________________
 FA1543* NAD 83(2001)-  35 00 43.60707(N)    081 54 29.24048(W)     ADJUSTED  
 FA1543* NAVD 88     -       263.539  (meters)     864.63   (feet)  ADJUSTED  
 FA1543  ___________________________________________________________________
 FA1543  X           -     736,157.724 (meters)                     COMP
 FA1543  Y           -  -5,177,775.561 (meters)                     COMP
 FA1543  Z           -   3,639,100.695 (meters)                     COMP
 FA1543  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FA1543  ELLIP HEIGHT-         231.92  (meters)          (03/27/03) GPS OBS
 FA1543  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FA1543  DYNAMIC HT  -         263.277 (meters)     863.77  (feet)  COMP
 FA1543  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 FA1543
 FA1543  HORZ ORDER  -  SECOND
 FA1543  VERT ORDER  -  FIRST     CLASS II
 FA1543  ELLP ORDER  -  FOURTH    CLASS II
 FA1543
 FA1543.The horizontal coordinates were established by classical geodetic methods
 FA1543.and adjusted by the National Geodetic Survey in March 2003..
 FA1543
 FA1543.The orthometric height was determined by differential leveling
 FA1543.and adjusted by the National Geodetic Survey in June 1991..
 FA1543
 FA1543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA1543
 FA1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1543
 FA1543.The ellipsoidal height was determined by GPS observations
 FA1543.and is referenced to NAD 83.
 FA1543
 FA1543.The geoid height was determined by GEOID03.
 FA1543
 FA1543.The dynamic height is computed by dividing the NAVD 88
 FA1543.geopotential number by the normal gravity value computed on the
 FA1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1543.degrees latitude (g = 980.6199 gals.).
 FA1543
 FA1543.The modeled gravity was interpolated from observed gravity values.
 FA1543
 FA1543;                    North         East     Units Scale Factor Converg.
 FA1543;SPC SC       -   352,904.764   526,706.783   MT  1.00006847   -0 30 12.5
 FA1543;SPC SC       - 1,157,824.03  1,728,040.63   iFT  1.00006847   -0 30 12.5
 FA1543;UTM  17      - 3,874,763.118   417,143.351   MT  0.99968461   -0 31 15.8
 FA1543
 FA1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1543!SPC SC       -   0.99996360  x   1.00006847  =   1.00003207
 FA1543!UTM  17      -   0.99996360  x   0.99968461  =   0.99964822
 FA1543
 FA1543:                Primary Azimuth Mark                     Grid Az
 FA1543:SPC SC       -  42 018 AZ MK                             058 06 28.3
 FA1543:UTM  17      -  42 018 AZ MK                             058 07 31.6
 FA1543
 FA1543|---------------------------------------------------------------------|
 FA1543| PID    Reference Object                     Distance      Geod. Az  |
 FA1543|                                                           dddmmss.s |
 FA1543| FA1545 42 018 AZ MK                        APPROX. 2.0 KM 0573615.8 |
 FA1543| EC1875 SPARTANBURG HWY 9 TANK              APPROX. 4.2 KM 2312850.5 |
 FA1543|---------------------------------------------------------------------|
 FA1543
 FA1543                          SUPERSEDED SURVEY CONTROL
 FA1543
 FA1543  NAD 83(1995)-  35 00 43.60742(N)    081 54 29.24004(W) AD(       ) 2
 FA1543  ELLIP H (12/20/99)  231.93   (m)                       GP(       ) 4 1
 FA1543  NAD 83(1986)-  35 00 43.61827(N)    081 54 29.24516(W) AD(       ) 2
 FA1543  NAD 27      -  35 00 43.18087(N)    081 54 29.86826(W) AD(       ) 2
 FA1543  NAVD 88 (03/10/92)  263.54   (m)          864.6    (f) LEVELING    3  
 FA1543  NGVD 29 (09/16/91)  263.643  (m)          864.97   (f) ADJUSTED    1 2
 FA1543
 FA1543.Superseded values are not recommended for survey control.
 FA1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1543.See file dsdata.txt to determine how the superseded data were derived.
 FA1543
 FA1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1714374763(NAD 83)
 FA1543_MARKER: DD = SURVEY DISK
 FA1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1543_SP_SET: CONCRETE POST
 FA1543_STAMPING: HORZ 42 018 1981
 FA1543_MARK LOGO: SCGS  
 FA1543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1543+STABILITY: SURFACE MOTION
 FA1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1543+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1993
 FA1543
 FA1543  HISTORY     - Date     Condition        Report By
 FA1543  HISTORY     - 1981     MONUMENTED       SCGS
 FA1543  HISTORY     - 1982     GOOD             SCGS
 FA1543  HISTORY     - 19880801 GOOD             SCGS
 FA1543  HISTORY     - 19891215 GOOD             SCGS
 FA1543  HISTORY     - 19900424 GOOD
 FA1543  HISTORY     - 19930101 GOOD             SCGS
 FA1543
 FA1543                          STATION DESCRIPTION
 FA1543
 FA1543'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1543'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH-SOUTHWEST
 FA1543'OF CHEROKEE SPRINGS, 8.0 KM (5.0 MI) WEST OF COWPENS, 8.0 KM
 FA1543'(5.0 MI) NORTHEAST OF SPARTANBURG, STATION IS SET ALONG ROAD
 FA1543'RIGHT-OF-WAY.
 FA1543'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 FA1543'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 FA1543'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 FA1543'
 FA1543'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 FA1543'HIGHWAY 221 AND INTERSTATE 85.  GO NORTHERLY ON HIGHWAY 221
 FA1543'FOR 0.2 KM (0.15 MI) TO THE ENTRANCE EXIT ON THE LEFT,
 FA1543'FOR INTERSTATE 85 SOUTH, TURN LEFT AND FOLLOW INTERSTATE
 FA1543'85 FOR 1.3 KM (0.8 MI) TO THE STATION ON THE RIGHT.
 FA1543'
 FA1543'THE STATION IS A STANDARD SCGS DISK
 FA1543'STAMPED---HORZ 42 018 1981---,
 FA1543'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1543'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 FA1543'37.64 METERS (123.5 FT) EAST-NORTHEAST FROM MILE MARKER 77,
 FA1543'3.75 METERS (12.32 FT) SOUTH-SOUTHEAST FROM THE CHAINLINK
 FA1543'FENCE BETWEEN THE INTERSTATE AND FRONTAGE ROAD AND
 FA1543'1.50 METERS (4.92 FT) NORTH-NORTHWEST FROM THE EDGE OF THE
 FA1543'SOUTH BOUND BREAKDOWN LANE.
 FA1543'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA1543'STAMPED---HORZ 42 018 1981---,
 FA1543'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA1543'
 FA1543'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA1543'STAMPED---AZ MK 42 018 1981---,
 FA1543'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1543'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 FA1543'7.40 METERS (24.27 FT) NORTH-NORTHWEST FROM THE EDGE
 FA1543'OF THE PASSING LANE OF INTERSTATE 85 NORTHBOUND LANE,
 FA1543'1.74 METERS (5.70 FT) SOUTH-SOUTHEAST FROM THE EDGE OF THE
 FA1543'PASSING LANE FOR INTERSTATE 85 SOUTHBOUND LANE,
 FA1543'2.10 METERS (6.89 FT) EAST-NORTHEAST FROM A METAL
 FA1543'WITNESS POST AND
 FA1543'2.00 METERS (6.56 FT) WEST-SOUTHWEST FROM A METAL
 FA1543'WITNESS POST.
 FA1543'
 FA1543'TO REACH AZIMUTH MARK FROM THE OVERPASS JUNCTION OF
 FA1543'U.S. HIGHWAY 221 AND INTERSTATE 85.  GO SOUTHERLY
 FA1543'ON HIGHWAY 221 FOR 0.2 KM (0.1 MI) TO THE ENTRANCE EXIT ON THE
 FA1543'LEFT FOR INTERSTATE 85 NORTH, TURN LEFT AND FOLLOW INTERSTATE
 FA1543'85 NORTH FOR 1.2 KM (0.75 MI) TO THE AZIMUTH ON THE LEFT, SET
 FA1543'IN THE MEDIAN.
 FA1543'
 FA1543'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA1543'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1543
 FA1543                          STATION RECOVERY (1988)
 FA1543
 FA1543'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1543'STATION IS LOCATED 4.9 MI EAST SOUTHEAST OF BOILING SPRINGS,
 FA1543'4.5 MI NORTH NORTHEAST OF SPARTANBURG.  OWNERSHIP--MR. GEORGE
 FA1543'WEATHERS, DHPT PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC
 FA1543'29202.
 FA1543'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 FA1543'AND INTERSTATE 85, (5.4 MI EAST SOUTHEAST OF BOILING SPRINGS), GO
 FA1543'SOUTHWEST ON INTERSTATE 85 FOR 0.75 MI TO THE MARK ON THE RIGHT,
 FA1543'1.2 MI NORTHEAST OF THE JUNCTION OF STATE ROAD 191 (BRYANT ROAD).
 FA1543'STATION IS A CONCRETE POST RECESSED 8-INCHES AND 1.0 FT BELOW THE
 FA1543'SOUTHBOUND LANES, 26.6 FT NORTH NORTHWEST OF THE CENTER OF THE
 FA1543'SOUTHBOUND LANES, 29.2 FT SOUTH SOUTHEAST OF THE CENTER OF THE
 FA1543'FRONTAGE ROAD, 123.0 FT EAST NORTHEAST OF MILE MARKER POST NUMBER
 FA1543'77, 63.7 FT SOUTH SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE BLOCK
 FA1543'HOUSE, 100.8 FT SOUTHEAST OF A STEEL POLE SUPPORTING A BILLBOARD
 FA1543'SIGN, 12.0 FT SOUTH SOUTHEAST OF A WITNESS POST.
 FA1543
 FA1543                          STATION RECOVERY (1989)
 FA1543
 FA1543'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA1543'RECOVERED IN GOOD CONDITION.
 FA1543
 FA1543                          STATION RECOVERY (1990)
 FA1543
 FA1543'RECOVERED 1990
 FA1543'RECOVERED IN GOOD CONDITION.
 FA1543
 FA1543                          STATION RECOVERY (1993)
 FA1543
 FA1543'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 FA1543'STATION IS LOCATED 4.9 MILES (7.9 KM) EAST SOUTHEAST OF BOILING
 FA1543'SPRINGS, 4.5 MILES (7.2 KM) NORTH NORTHEAST OF SPARTANBURG.
 FA1543'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 FA1543'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 FA1543'OVERPASS OF U.S. HIGHWAY 221 AND INTERSTATE 85, 5.4 MILES (8.7 KM)
 FA1543'EAST SOUTHEAST OF BOILING SPRINGS, GO SOUTHWEST ON INTERSTATE 85 FOR
 FA1543'0.75 MILE (1.21 KM) TO THE STATION ON THE RIGHT, 1.2 MILES (1.9 KM)
 FA1543'NORTHEAST OF THE JUNCTION OF STATE ROAD 191 (BRYANT ROAD).  STATION IS
 FA1543'A CONCRETE POST RECESSED 0.8 FOOT (24.4 CM) AND 1.0 FOOT (0.3 M) BELOW
 FA1543'THE SOUTHBOUND LANES, 26.6 FEET (8.1 M) NORTH NORTHWEST OF THE CENTER
 FA1543'OF THE SOUTHBOUND LANES, 29.2 FEET (8.9 M) SOUTH SOUTHEAST OF THE
 FA1543'CENTER OF THE FRONTAGE ROAD, 123.0 FEET (37.5 M) EAST NORTHEAST OF
 FA1543'MILE MARKER POST NUMBER 77, 63.7 FEET (19.4 M) SOUTH SOUTHEAST OF THE
 FA1543'SOUTH CORNER OF A CONCRETE BLOCK HOUSE, 100.8 FEET (30.7 M) SOUTHEAST
 FA1543'OF A STEEL POLE SUPPORTING A BILLBOARD SIGN, 12.0 FEET (3.7 M) SOUTH
 FA1543'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1545 ***********************************************************************
 FA1545  DESIGNATION -  42 018 AZ MK
 FA1545  PID         -  FA1545
 FA1545  STATE/COUNTY-  SC/SPARTANBURG
 FA1545  USGS QUAD   -  VALLEY FALLS (1983)
 FA1545
 FA1545                         *CURRENT SURVEY CONTROL
 FA1545  ___________________________________________________________________
 FA1545* NAD 83(2001)-  35 01 18.51325(N)    081 53 22.35706(W)     ADJUSTED  
 FA1545* NAVD 88     -       263.782  (meters)     865.42   (feet)  ADJUSTED  
 FA1545  ___________________________________________________________________
 FA1545  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FA1545  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FA1545  DYNAMIC HT  -         263.520 (meters)     864.57  (feet)  COMP
 FA1545  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 FA1545
 FA1545  HORZ ORDER  -  SECOND
 FA1545  VERT ORDER  -  FIRST     CLASS II
 FA1545
 FA1545.The horizontal coordinates were established by classical geodetic methods
 FA1545.and adjusted by the National Geodetic Survey in March 2004..
 FA1545
 FA1545.The orthometric height was determined by differential leveling
 FA1545.and adjusted by the National Geodetic Survey in June 1991..
 FA1545
 FA1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1545
 FA1545.The geoid height was determined by GEOID03.
 FA1545
 FA1545.The dynamic height is computed by dividing the NAVD 88
 FA1545.geopotential number by the normal gravity value computed on the
 FA1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1545.degrees latitude (g = 980.6199 gals.).
 FA1545
 FA1545.The modeled gravity was interpolated from observed gravity values.
 FA1545
 FA1545;                    North         East     Units Scale Factor Converg.
 FA1545;SPC SC       -   353,965.751   528,411.862   MT  1.00007246   -0 29 35.4
 FA1545;SPC SC       - 1,161,304.96  1,733,634.72   iFT  1.00007246   -0 29 35.4
 FA1545;UTM  17      - 3,875,823.174   418,848.093   MT  0.99968116   -0 30 37.9
 FA1545
 FA1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1545!SPC SC       -   0.99996356  x   1.00007246  =   1.00003602
 FA1545!UTM  17      -   0.99996356  x   0.99968116  =   0.99964473
 FA1545
 FA1545:                Primary Azimuth Mark                     Grid Az
 FA1545:SPC SC       -  SPARTANBURG HWY 9 TANK                   233 57 24.1
 FA1545:UTM  17      -  SPARTANBURG HWY 9 TANK                   233 58 26.6
 FA1545
 FA1545|---------------------------------------------------------------------|
 FA1545| PID    Reference Object                     Distance      Geod. Az  |
 FA1545|                                                           dddmmss.s |
 FA1545| EC1875 SPARTANBURG HWY 9 TANK              APPROX. 6.2 KM 2332748.7 |
 FA1545| FA1543 42 018                              APPROX. 2.0 KM 2373654.1 |
 FA1545|---------------------------------------------------------------------|
 FA1545
 FA1545                          SUPERSEDED SURVEY CONTROL
 FA1545
 FA1545  NAD 83(1986)-  35 01 18.52456(N)    081 53 22.36196(W) AD(       ) 2
 FA1545  NAD 27      -  35 01 18.08617(N)    081 53 22.98566(W) AD(       ) 2
 FA1545  NGVD 29 (09/16/91)  263.885  (m)          865.76   (f) ADJUSTED    1 2
 FA1545
 FA1545.Superseded values are not recommended for survey control.
 FA1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1545.See file dsdata.txt to determine how the superseded data were derived.
 FA1545
 FA1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1884875823(NAD 83)
 FA1545_MARKER: DD = SURVEY DISK
 FA1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1545_SP_SET: CONCRETE POST
 FA1545_STAMPING: AZ MK 42 018 1981
 FA1545_MARK LOGO: SCGS  
 FA1545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1545+STABILITY: SURFACE MOTION
 FA1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1545+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 FA1545
 FA1545  HISTORY     - Date     Condition        Report By
 FA1545  HISTORY     - 1981     MONUMENTED       SCGS
 FA1545  HISTORY     - 1982     GOOD             SCGS
 FA1545  HISTORY     - 19880801 GOOD             SCGS
 FA1545
 FA1545                          STATION DESCRIPTION
 FA1545
 FA1545'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1545'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH SOUTHWEST
 FA1545'OF CHEROKEE SPRINGS, 8.0 KM (5.0 MI) WEST OF COWPENS, 8.0 KM
 FA1545'(5.0 MI) NORTHEAST OF SPARTANBURG, STATION IS SET ALONG
 FA1545'ROAD RIGHT-OF-WAY.
 FA1545'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 FA1545'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 FA1545'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 FA1545'
 FA1545'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 FA1545'HIGHWAY 221 AND INTERSTATE 85.  GO SOUTHERLY ON HIGHWAY 221
 FA1545'FOR 0.2 KM (0.1 MI) TO THE ENTRANCE EXIT ON THE LEFT, FOR
 FA1545'INTERSTATE 85 NORTH, TURN LEFT AND FOLLOW INTERSTATE
 FA1545'85 FOR 1.2 KM (0.75 MI) TO THE STATION ON THE LEFT, IN THE
 FA1545'MEDIAN.
 FA1545'
 FA1545'THE STATION IS A STANDARD SCGS DISK
 FA1545'STAMPED---AZ MK 42 018 1981---,
 FA1545'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1545'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 FA1545'7.40 METERS (24.27 FT) NORTH-NORTHWEST FROM THE EDGE OF THE
 FA1545'PASSING LANE OF INTERSTATE 85 NORTH BOUND,
 FA1545'1.74 METERS (5.70 FT) SOUTH-SOUTHEAST FROM THE EDGE OF THE
 FA1545'PASSING LANE OF INTERSTATE 85 SOUTH BOUND LANE,
 FA1545'2.10 METERS (6.89 FT) EAST-NORTHEAST FROM A METAL
 FA1545'WITNESS POST AND
 FA1545'6.61 METERS (2.0 FT) WEST-SOUTHWEST FROM A METAL
 FA1545'WITNESS POST.
 FA1545'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA1545'STAMPED---AZ MK 42 018 1981---,
 FA1545'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA1545'
 FA1545'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.8 METERS.
 FA1545'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1545
 FA1545                          STATION RECOVERY (1988)
 FA1545
 FA1545'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1545'STATION IS LOCATED 5.7 MI EAST SOUTHEAST OF BOILING SPRINGS,
 FA1545'5.5 MI NORTH NORTHEAST OF SPARTANBURG.  OWNERSHIP--MR. GEORGE
 FA1545'WEATHERS, DHPT PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC
 FA1545'29202.
 FA1545'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 FA1545'AND INTERSTATE 85 (5.4 MI EAST SOUTHEAST OF BOILING SPRINGS), GO
 FA1545'NORTHEAST ON INTERSTATE 85 FOR 0.5 MI TO THE MARK ON THE LEFT IN THE
 FA1545'MEDIAN AND IN LINE WITH THE SOUTHWEST SIDE OF A BRICK WATER PUMP SHED
 FA1545'(BETWEEN A BRICK HOUSE AND THE ROLLERLAND SKATING RINK).
 FA1545'STATION IS A CONCRETE POST RECESSED 7-INCHES AND 0.6 FT BELOW THE
 FA1545'INTERSTATE, 101.0 FT SOUTHWEST OF THE EXTENDED SOUTHWEST SIDE OF THE
 FA1545'ROLLER SKATING BUILDING, 39.7 FT NORTHWEST OF THE CENTER OF THE
 FA1545'NORTHBOUND LANES OF INTERSTATE 85, 21.0 FT SOUTHEAST OF THE CENTER
 FA1545'OF THE SOUTHBOUND LANES OF INTERSTATE 85, 2.2 FT NORTH OF A WITNESS
 FA1545'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3293 ***********************************************************************
 FA3293  DESIGNATION -  42 019
 FA3293  PID         -  FA3293
 FA3293  STATE/COUNTY-  SC/SPARTANBURG
 FA3293  USGS QUAD   -  COWPENS (1983)
 FA3293
 FA3293                         *CURRENT SURVEY CONTROL
 FA3293  ___________________________________________________________________
 FA3293* NAD 83(2001)-  35 01 03.40816(N)    081 48 18.86393(W)     ADJUSTED  
 FA3293* NAVD 88     -       265.2    (meters)     870.     (feet)  VERTCON   
 FA3293  ___________________________________________________________________
 FA3293  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FA3293  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FA3293
 FA3293  HORZ ORDER  -  SECOND
 FA3293
 FA3293.The horizontal coordinates were established by classical geodetic methods
 FA3293.and adjusted by the National Geodetic Survey in March 2004..
 FA3293
 FA3293.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3293
 FA3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3293
 FA3293.The geoid height was determined by GEOID03.
 FA3293
 FA3293;                    North         East     Units Scale Factor Converg.
 FA3293;SPC SC       -   353,437.150   536,102.417   MT  1.00007073   -0 26 47.1
 FA3293;SPC SC       - 1,159,570.70  1,758,866.20   iFT  1.00007073   -0 26 47.1
 FA3293;UTM  17      - 3,875,292.568   426,535.435   MT  0.99966651   -0 27 43.5
 FA3293
 FA3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3293!SPC SC       -   0.99996334  x   1.00007073  =   1.00003406
 FA3293!UTM  17      -   0.99996334  x   0.99966651  =   0.99962986
 FA3293
 FA3293:                Primary Azimuth Mark                     Grid Az
 FA3293:SPC SC       -  42 019 AZ MK                             122 54 40.6
 FA3293:UTM  17      -  42 019 AZ MK                             122 55 37.0
 FA3293
 FA3293|---------------------------------------------------------------------|
 FA3293| PID    Reference Object                     Distance      Geod. Az  |
 FA3293|                                                           dddmmss.s |
 FA3293| FA1438 42 019 AZ MK                        435.986 METERS 1222753.5 |
 FA3293|---------------------------------------------------------------------|
 FA3293
 FA3293                          SUPERSEDED SURVEY CONTROL
 FA3293
 FA3293  NAD 83(1986)-  35 01 03.41978(N)    081 48 18.86873(W) AD(       ) 2
 FA3293  NAD 27      -  35 01 02.96819(N)    081 48 19.50341(W) AD(       ) 2
 FA3293  NGVD 29 (07/19/86)  265.3    (m)          870.     (f) VERT ANG       
 FA3293
 FA3293.Superseded values are not recommended for survey control.
 FA3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3293.See file dsdata.txt to determine how the superseded data were derived.
 FA3293
 FA3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2653575293(NAD 83)
 FA3293_MARKER: DD = SURVEY DISK
 FA3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3293+STABILITY: SURFACE MOTION
 FA3293
 FA3293  HISTORY     - Date     Condition        Report By
 FA3293  HISTORY     - 1982     MONUMENTED       SCGS
 FA3293
 FA3293                          STATION DESCRIPTION
 FA3293
 FA3293'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3293'THE STATION IS LOCATED IN THE COMMUNITY OF COWPENS.  STATION
 FA3293'IS SET IN THE FRONT LAWN OF THE FIRST BAPTIST CHURCH.
 FA3293'OWNERSHIP--FIRST BAPTIST CHURCH OF COWPENS, REVEREND R L
 FA3293'OWENSBY, DRAWER H, COWPENS SC 29330.
 FA3293'
 FA3293'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FA3293'29 AND COUNTY ROAD S-42-71 IN THE CENTER OF COWPENS.
 FA3293'GO NORTHWEST ON S-42-71 FOR 0.2 KM (0.1 MI) TO THE STATION
 FA3293'ON THE RIGHT.
 FA3293'
 FA3293'THE STATION IS A STANDARD SCGS DISK
 FA3293'STAMPED---HORZ 42 019 1981---,
 FA3293'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3293'FLUSH WITH GROUND.  IT IS LOCATED
 FA3293'27.33 METERS (89.66 FT) WEST FROM THE APPROXIMATE
 FA3293'CENTER OF THE CENTER ENTRANCE DOOR,
 FA3293'10.7 METERS (35.2 FT) NORTHEAST FROM THE APPROXIMATE
 FA3293'CENTER OF COUNTY ROAD S-42-71,
 FA3293'9.41 METERS (30.87 FT) SOUTHWEST FROM THE APPROXIMATE
 FA3293'CENTER OF THE SOUTHWEST SIDE OF A LARGE BELL AND PLAQUE AND
 FA3293'2.55 METERS (8.37 FT) NORTHEAST FROM THE APPROXIMATE
 FA3293'CENTER OF THE SIDEWALK.
 FA3293'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3293'STAMPED---HORZ 42 019 1981---,
 FA3293'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3293'
 FA3293'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA3293'STAMPED---AZ MK 42 019 1981---,
 FA3293'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3293'FLUSH WITH GROUND.  IT IS LOCATED
 FA3293'8.38 METERS (27.50 FT) SOUTHWEST FROM THE APPROXIMATE
 FA3293'CENTER OF LINDA STREET,
 FA3293'8.0 METERS (26.2 FT) NORTHEAST FROM THE APPROXIMATE
 FA3293'CENTER OF COUNTY ROAD S-42-71,
 FA3293'3.25 METERS (10.66 FT) SOUTH-SOUTHEAST FROM A STREET
 FA3293'LIGHT POLE AND
 FA3293'1.06 METERS (3.46 FT) NORTHWEST FROM A METAL WITNESS
 FA3293'POST.
 FA3293'
 FA3293'TO REACH AZIMUTH MARK FROM THE JUNCTION
 FA3293'OF U.S. HIGHWAY 29 AND COUNTY ROAD S-42-71 IN THE CENTER OF
 FA3293'COWPENS.  GO SOUTHEAST ON S-42-71 FOR 0.35 KM (0.25 MI) TO THE
 FA3293'AZIMUTH MARK, SET AT THE WEST NORTHWEST END OF A MEDIAN OF A
 FA3293'FOUR-WAY-ROAD.
 FA3293'
 FA3293'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FA3293'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1438 ***********************************************************************
 FA1438  DESIGNATION -  42 019 AZ MK
 FA1438  PID         -  FA1438
 FA1438  STATE/COUNTY-  SC/SPARTANBURG
 FA1438  USGS QUAD   -  COWPENS (1983)
 FA1438
 FA1438                         *CURRENT SURVEY CONTROL
 FA1438  ___________________________________________________________________
 FA1438* NAD 83(2001)-  35 00 55.81372(N)    081 48 04.35479(W)     ADJUSTED  
 FA1438* NAVD 88     -       252.055  (meters)     826.95   (feet)  ADJUSTED  
 FA1438  ___________________________________________________________________
 FA1438  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FA1438  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FA1438  DYNAMIC HT  -         251.806 (meters)     826.13  (feet)  COMP
 FA1438  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 FA1438
 FA1438  HORZ ORDER  -  SECOND
 FA1438  VERT ORDER  -  FIRST     CLASS II
 FA1438
 FA1438.The horizontal coordinates were established by classical geodetic methods
 FA1438.and adjusted by the National Geodetic Survey in March 2004..
 FA1438.No horizontal observational check was made to the station.
 FA1438
 FA1438.The orthometric height was determined by differential leveling
 FA1438.and adjusted by the National Geodetic Survey in June 1991..
 FA1438
 FA1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1438
 FA1438.The geoid height was determined by GEOID03.
 FA1438
 FA1438.The dynamic height is computed by dividing the NAVD 88
 FA1438.geopotential number by the normal gravity value computed on the
 FA1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1438.degrees latitude (g = 980.6199 gals.).
 FA1438
 FA1438.The modeled gravity was interpolated from observed gravity values.
 FA1438
 FA1438;                    North         East     Units Scale Factor Converg.
 FA1438;SPC SC       -   353,200.244   536,468.459   MT  1.00006986   -0 26 39.1
 FA1438;SPC SC       - 1,158,793.45  1,760,067.12   iFT  1.00006986   -0 26 39.1
 FA1438;UTM  17      - 3,875,055.658   426,901.265   MT  0.99966585   -0 27 35.1
 FA1438
 FA1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1438!SPC SC       -   0.99996540  x   1.00006986  =   1.00003526
 FA1438!UTM  17      -   0.99996540  x   0.99966585  =   0.99963126
 FA1438
 FA1438                          SUPERSEDED SURVEY CONTROL
 FA1438
 FA1438  NAD 83(1986)-  35 00 55.82490(N)    081 48 04.35879(W) AD(       ) 2
 FA1438  NAD 27      -  35 00 55.37267(N)    081 48 04.99426(W) AD(       ) 2
 FA1438  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 FA1438
 FA1438.Superseded values are not recommended for survey control.
 FA1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1438.See file dsdata.txt to determine how the superseded data were derived.
 FA1438
 FA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2690175056(NAD 83)
 FA1438_MARKER: DZ = AZIMUTH MARK DISK
 FA1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1438_SP_SET: CONCRETE POST
 FA1438_STAMPING: AZ MK 42 019 1981
 FA1438_MARK LOGO: SCGS  
 FA1438_PROJECTION: FLUSH
 FA1438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1438+STABILITY: SURFACE MOTION
 FA1438
 FA1438  HISTORY     - Date     Condition        Report By
 FA1438  HISTORY     - 1982     MONUMENTED       SCGS
 FA1438  HISTORY     - 1982     GOOD             NGS
 FA1438
 FA1438                          STATION DESCRIPTION
 FA1438
 FA1438'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1438'THE STATION IS LOCATED IN THE COMMUNITY OF COWPENS, NEAR
 FA1438'THE COWPENS VFW BUILDING.  STATION IS SET ALONG ROAD RIGHT
 FA1438'OF WAY.
 FA1438'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA1438'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA1438'
 FA1438'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 FA1438'AND COUNTY ROAD S-42-71 IN THE CENTER OF COWPENS.  GO
 FA1438'SOUTHEAST ON S-42-71 FOR 0.35 KM (0.25 MI) TO THE STATION
 FA1438'SET AT THE WEST-NORTHWEST END OF A MEDIAN OF A FOUR-WAY-ROAD.
 FA1438'
 FA1438'THE STATION IS A STANDARD SCGS DISK
 FA1438'STAMPED---AZ MK 42 019 1981---,
 FA1438'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1438'FLUSH WITH GROUND.  IT IS LOCATED
 FA1438'8.38 METERS (27.5 FT) SOUTHWEST FROM THE APPROXIMATE
 FA1438'CENTER OF LINDA STREET,
 FA1438'8.0 METERS (26.2 FT) NORTHEAST FROM THE APPROXIMATE
 FA1438'CENTER OF COUNTY ROAD S-42-71,
 FA1438'3.25 METERS (10.66 FT) SOUTH-SOUTHEAST FROM A STREET
 FA1438'LIGHT POLE AND
 FA1438'1.05 METERS (3.46 FT) NORTHWEST FROM A METAL WITNESS
 FA1438'POST.
 FA1438'
 FA1438'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FA1438'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1438
 FA1438                          STATION RECOVERY (1982)
 FA1438
 FA1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FA1438'IN COWPENS.
 FA1438'0.4 KILOMETER (0.25 MILE) SOUTHEAST ALONG COUNTY ROAD S-42-71 FROM
 FA1438'THE JUNCTION OF U.S. HIGHWAY 29 IN THE CENTER OF COWPENS, SET AT THE
 FA1438'NORTHWEST END OF A MEDIAN AT A 4-WAY INTERSECTION, 8.4 METERS
 FA1438'(27.5 FEET) SOUTHWEST OF THE CENTER OF LINDA STREET, 8.0 METERS
 FA1438'(26.2 FEET) NORTHEAST OF THE CENTER OF COUNTY ROAD S-42-71 AND
 FA1438'3.2 METERS (10.6 FEET) SOUTH-SOUTHEAST OF A STREET LIGHT POLE.
 FA1438'THE MARK IS 1.00 METERS  NW FROM A WITNESS POST.
 FA1438'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1430 ***********************************************************************
 FA1430  DESIGNATION -  42 020
 FA1430  PID         -  FA1430
 FA1430  STATE/COUNTY-  SC/SPARTANBURG
 FA1430  USGS QUAD   -  COWPENS (1983)
 FA1430
 FA1430                         *CURRENT SURVEY CONTROL
 FA1430  ___________________________________________________________________
 FA1430* NAD 83(2001)-  35 00 32.52435(N)    081 51 09.69852(W)     ADJUSTED  
 FA1430* NAVD 88     -       240.451  (meters)     788.88   (feet)  ADJUSTED  
 FA1430  ___________________________________________________________________
 FA1430  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FA1430  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FA1430  DYNAMIC HT  -         240.212 (meters)     788.10  (feet)  COMP
 FA1430  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 FA1430
 FA1430  HORZ ORDER  -  SECOND
 FA1430  VERT ORDER  -  FIRST     CLASS II
 FA1430
 FA1430.The horizontal coordinates were established by classical geodetic methods
 FA1430.and adjusted by the National Geodetic Survey in March 2004..
 FA1430
 FA1430.The orthometric height was determined by differential leveling
 FA1430.and adjusted by the National Geodetic Survey in June 1991..
 FA1430
 FA1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1430
 FA1430.The geoid height was determined by GEOID03.
 FA1430
 FA1430.The dynamic height is computed by dividing the NAVD 88
 FA1430.geopotential number by the normal gravity value computed on the
 FA1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1430.degrees latitude (g = 980.6199 gals.).
 FA1430
 FA1430.The modeled gravity was interpolated from observed gravity values.
 FA1430
 FA1430;                    North         East     Units Scale Factor Converg.
 FA1430;SPC SC       -   352,520.116   531,763.332   MT  1.00006720   -0 28 21.8
 FA1430;SPC SC       - 1,156,562.06  1,744,630.35   iFT  1.00006720   -0 28 21.8
 FA1430;UTM  17      - 3,874,377.116   422,197.822   MT  0.99967460   -0 29 21.2
 FA1430
 FA1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1430!SPC SC       -   0.99996722  x   1.00006720  =   1.00003442
 FA1430!UTM  17      -   0.99996722  x   0.99967460  =   0.99964183
 FA1430
 FA1430:                Primary Azimuth Mark                     Grid Az
 FA1430:SPC SC       -  COWPENS SPARTANBURG TANK                 055 54 43.3
 FA1430:UTM  17      -  COWPENS SPARTANBURG TANK                 055 55 42.7
 FA1430
 FA1430|---------------------------------------------------------------------|
 FA1430| PID    Reference Object                     Distance      Geod. Az  |
 FA1430|                                                           dddmmss.s |
 FA1430| FA3295 COWPENS SPARTANBURG TANK            APPROX. 4.6 KM 0552621.5 |
 FA1430| FA1429 42 020 AZ MK                        APPROX. 0.6 KM 1405328.7 |
 FA1430|---------------------------------------------------------------------|
 FA1430
 FA1430                          SUPERSEDED SURVEY CONTROL
 FA1430
 FA1430  NAD 83(1986)-  35 00 32.53600(N)    081 51 09.70328(W) AD(       ) 2
 FA1430  NAD 27      -  35 00 32.08928(N)    081 51 10.33443(W) AD(       ) 2
 FA1430  NGVD 29 (??/??/??)  240.555  (m)          789.22   (f) ADJUSTED    1 2
 FA1430
 FA1430.Superseded values are not recommended for survey control.
 FA1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1430.See file dsdata.txt to determine how the superseded data were derived.
 FA1430
 FA1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2219874377(NAD 83)
 FA1430_MARKER: DD = SURVEY DISK
 FA1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1430_SP_SET: CONCRETE POST
 FA1430_STAMPING: HORZ 42 020 1981
 FA1430_MARK LOGO: SCGS  
 FA1430_PROJECTION: FLUSH
 FA1430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1430+STABILITY: SURFACE MOTION
 FA1430
 FA1430  HISTORY     - Date     Condition        Report By
 FA1430  HISTORY     - 1982     MONUMENTED       SCGS
 FA1430  HISTORY     - 1982     GOOD             NGS
 FA1430  HISTORY     - 19861118 GOOD             LOCSUR
 FA1430  HISTORY     - 19861118 GOOD             USPSQD
 FA1430
 FA1430                          STATION DESCRIPTION
 FA1430
 FA1430'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1430'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF
 FA1430'CHEROKEE SPRINGS, 4.8 KM (3.0 MI) WEST-SOUTHWEST OF COWPENS,
 FA1430'2.4 KM (1.5 MI) NORTH-NORTHWEST OF CONVERSE.  STATION IS SET
 FA1430'ALONG ROAD RIGHT-OF-WAY.
 FA1430'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA1430'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA1430'
 FA1430'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 FA1430'COUNTY ROAD S-42-57 IN CONVERSE.  GO NORTHERLY ON S-42-57 FOR
 FA1430'1.8 KM (1.15 MI) TO THE AZIMUTH ON THE LEFT, CONTINUE 0.6 KM
 FA1430'(0.4 MI) TO A CROSSROAD, COUNTY ROAD S-42-31 AND THE
 FA1430'THE STATION IN THE NORTHEAST CORNER OF THE INTERSECTION.
 FA1430'
 FA1430'THE STATION IS A STANDARD SCGS DISK
 FA1430'STAMPED---HORZ 42 020 1981---,
 FA1430'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1430'FLUSH WITH GROUND.  IT IS LOCATED
 FA1430'23.1 METERS (75.70 FT) SOUTH FROM THE SOUTHWEST
 FA1430'CORNER OF A YELLOW ONE STORY HOUSE,
 FA1430'19.50 METERS (64.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FA1430'CENTER OF THE INTERSECTION OF THE TWO COUNTY ROADS AND
 FA1430'5.63 METERS (18.5 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 FA1430'CENTER OF S-42-31.
 FA1430'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA1430'STAMPED---HORZ 42 020 1981---,
 FA1430'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA1430'
 FA1430'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA1430'STAMPED---AZ MK 42 020 1981---,
 FA1430'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1430'FLUSH WITH GROUND.  IT IS LOCATED
 FA1430'10.0 METERS (32.8 FT) NORTHWEST FROM THE APPROXIMATE
 FA1430'CENTER OF A DIRT DRIVE LEADING TO A BRICK HOUSE,
 FA1430'4.25 METERS (13.94 FT) SOUTHWEST FROM THE APPROXIMATE
 FA1430'CENTER OF S-42-57,
 FA1430'4.85 METERS (15.91 FT) NORTH FROM A FENCE CORNER AND
 FA1430'1.50 METERS (4.92 FT) NORTHEAST FROM A METAL WITNESS
 FA1430'POST.
 FA1430'
 FA1430'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FA1430'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1430
 FA1430                          STATION RECOVERY (1982)
 FA1430
 FA1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FA1430'2.4 KM (1.5 MI) NW FROM CONVERSE.
 FA1430'2.4 KILOMETERS (1.5 MILES) NORTHWEST ALONG COUNTY ROAD S-42-57 FROM
 FA1430'THE JUNCTION OF U.S. HIGHWAY 29 IN CONVERSE, SET IN THE NORTHEAST
 FA1430'ANGLE OF THE INTERSECTION OF COUNTY ROADS S-42-31 AND S-42-57,
 FA1430'23.2 METERS (76.0 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 FA1430'OF A SMALL ONE-STORY HOUSE, 24.1 METERS (79.0 FEET) EAST OF THE
 FA1430'CENTERLINE OF COUNTY ROAD S-42-57, 17.6 METERS (57.8 FEET) NORTHWEST
 FA1430'OF A POWERPOLE, 19.5 METERS (64.0 FEET) NORTHEAST OF THE CENTERLINE
 FA1430'CROSSING THE TWO COUNTY ROADS AND 5.7 METERS (18.7 FEET) NORTH OF
 FA1430'THE CENTERLINE OF COUNTY ROAD S-42-31.
 FA1430'THE MARK IS ABOVE LEVEL WITH S-42-31.
 FA1430
 FA1430                          STATION RECOVERY (1986)
 FA1430
 FA1430'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DCS)
 FA1430'RECOVERED IN GOOD CONDITION.
 FA1430
 FA1430                          STATION RECOVERY (1986)
 FA1430
 FA1430'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 FA1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1429 ***********************************************************************
 FA1429  DESIGNATION -  42 020 AZ MK
 FA1429  PID         -  FA1429
 FA1429  STATE/COUNTY-  SC/SPARTANBURG
 FA1429  USGS QUAD   -  COWPENS (1983)
 FA1429
 FA1429                         *CURRENT SURVEY CONTROL
 FA1429  ___________________________________________________________________
 FA1429* NAD 83(2001)-  35 00 16.51640(N)    081 50 53.88306(W)     ADJUSTED  
 FA1429* NAVD 88     -       225.485  (meters)     739.78   (feet)  ADJUSTED  
 FA1429  ___________________________________________________________________
 FA1429  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FA1429  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FA1429  DYNAMIC HT  -         225.261 (meters)     739.04  (feet)  COMP
 FA1429  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 FA1429
 FA1429  HORZ ORDER  -  SECOND
 FA1429  VERT ORDER  -  FIRST     CLASS II
 FA1429
 FA1429.The horizontal coordinates were established by classical geodetic methods
 FA1429.and adjusted by the National Geodetic Survey in March 2004..
 FA1429.No horizontal observational check was made to the station.
 FA1429
 FA1429.The orthometric height was determined by differential leveling
 FA1429.and adjusted by the National Geodetic Survey in June 1991..
 FA1429
 FA1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1429
 FA1429.The geoid height was determined by GEOID03.
 FA1429
 FA1429.The dynamic height is computed by dividing the NAVD 88
 FA1429.geopotential number by the normal gravity value computed on the
 FA1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1429.degrees latitude (g = 980.6199 gals.).
 FA1429
 FA1429.The modeled gravity was interpolated from observed gravity values.
 FA1429
 FA1429;                    North         East     Units Scale Factor Converg.
 FA1429;SPC SC       -   352,023.485   532,160.297   MT  1.00006539   -0 28 13.1
 FA1429;SPC SC       - 1,154,932.69  1,745,932.73   iFT  1.00006539   -0 28 13.1
 FA1429;UTM  17      - 3,873,880.566   422,594.490   MT  0.99967384   -0 29 11.9
 FA1429
 FA1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1429!SPC SC       -   0.99996957  x   1.00006539  =   1.00003496
 FA1429!UTM  17      -   0.99996957  x   0.99967384  =   0.99964342
 FA1429
 FA1429                          SUPERSEDED SURVEY CONTROL
 FA1429
 FA1429  NAD 83(1986)-  35 00 16.52819(N)    081 50 53.88799(W) AD(       ) 2
 FA1429  NAD 27      -  35 00 16.08062(N)    081 50 54.52033(W) AD(       ) 2
 FA1429  NGVD 29 (??/??/??)  225.589  (m)          740.12   (f) ADJUSTED    1 2
 FA1429
 FA1429.Superseded values are not recommended for survey control.
 FA1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1429.See file dsdata.txt to determine how the superseded data were derived.
 FA1429
 FA1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2259473881(NAD 83)
 FA1429_MARKER: DD = SURVEY DISK
 FA1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1429_SP_SET: CONCRETE POST
 FA1429_STAMPING: AZ MK 42 020 1981
 FA1429_MARK LOGO: SCGS  
 FA1429_PROJECTION: FLUSH
 FA1429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1429+STABILITY: SURFACE MOTION
 FA1429
 FA1429  HISTORY     - Date     Condition        Report By
 FA1429  HISTORY     - 1982     MONUMENTED       SCGS
 FA1429  HISTORY     - 1982     GOOD             NGS
 FA1429
 FA1429                          STATION DESCRIPTION
 FA1429
 FA1429'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1429'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF CHEROKEE
 FA1429'SPRINGS, 4.8 KM (3.0 MI) WEST-SOUTHWEST OF COWPENS, 2.4 KM
 FA1429'(1.5 MI) NORTH-NORTHWEST OF CONVERSE.  STATION IS SET ALONG
 FA1429'ROAD RIGHT-OF-WAY.
 FA1429'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA1429'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA1429'
 FA1429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 FA1429'AND COUNTY ROAD S-42-57 IN CONVERSE.  GO NORTHERLY ON S-42-57
 FA1429'FOR 1.8 KM (1.15 MI) TO THE STATION ON THE LEFT.
 FA1429'
 FA1429'THE STATION IS A STANDARD SCGS DISK
 FA1429'STAMPED---AZ MK 42 020 1981---,
 FA1429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1429'FLUSH WITH GROUND.  IT IS LOCATED
 FA1429'10.0 METERS (32.8 FT) NORTHWEST FROM THE APPROXIMATE
 FA1429'CENTER OF A DIRT DRIVE LEADING TO A BRICK HOME,
 FA1429'4.25 METERS (13.94 FT) SOUTHWEST FROM THE APPROXIMATE
 FA1429'CENTER OF S-42-57,
 FA1429'4.85 METERS (15.91 FT) NORTH FROM A FENCE CORNER AND
 FA1429'1.50 METERS (4.92 FT) NORTHEAST FROM A METAL
 FA1429'WITNESS POST.
 FA1429'
 FA1429'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FA1429'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1429
 FA1429                          STATION RECOVERY (1982)
 FA1429
 FA1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FA1429'1.7 KM (1.1 MI) NW FROM CONVERSE.
 FA1429'1.7 KILOMETERS (1.1 MILES) NORTHWEST ALONG COUNTY ROAD S-42-57 FROM
 FA1429'THE JUNCTION OF U.S. HIGHWAY 29 IN CONVERSE, SET ALONG THE SHOULDER
 FA1429'OF THE ROAD, JUST NORTHWEST OF A BRICK HOUSE WITH A LARGE OAK TREE
 FA1429'ON THE NORTHWEST SIDE AND FOUR OAKS IN THE FRONT, 20.4 METERS
 FA1429'(67.0 FEET) NORTH OF THE NORTH CORNER OF THE HOUSE, 18.1 METERS
 FA1429'(59.5 FEET) NORTH-NORTHEAST OF A 60-INCH OAK TREE ON THE
 FA1429'NORTHWEST SIDE OF THE HOUSE, 7.0 METERS (23.0 FEET) NORTHWEST OF
 FA1429'THE CENTER OF THE DRIVEWAY LEADING TO THE HOUSE, 5.5 METERS
 FA1429'(18.0 FEET) NORTH-NORTHWEST OF A POWERLINE POLE AND 4.4 METERS
 FA1429'(14.4 FEET) SOUTHWEST OF THE CENTER OF COUNTY ROAD S-42-57.
 FA1429'THE MARK IS 1.50 METERS  NE FROM A WITNESS POST.
 FA1429'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1946 ***********************************************************************
 ED1946  DESIGNATION -  42 021
 ED1946  PID         -  ED1946
 ED1946  STATE/COUNTY-  SC/SPARTANBURG
 ED1946  USGS QUAD   -  WELLFORD (1983)
 ED1946
 ED1946                         *CURRENT SURVEY CONTROL
 ED1946  ___________________________________________________________________
 ED1946* NAD 83(2001)-  34 57 55.31343(N)    082 07 19.60846(W)     ADJUSTED  
 ED1946* NAVD 88     -       272.0    (meters)     892.     (feet)  VERTCON   
 ED1946  ___________________________________________________________________
 ED1946  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ED1946  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 ED1946
 ED1946  HORZ ORDER  -  SECOND
 ED1946
 ED1946.The horizontal coordinates were established by classical geodetic methods
 ED1946.and adjusted by the National Geodetic Survey in March 2004..
 ED1946
 ED1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1946
 ED1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1946
 ED1946.The geoid height was determined by GEOID03.
 ED1946
 ED1946;                    North         East     Units Scale Factor Converg.
 ED1946;SPC SC       -   347,910.358   507,118.101   MT  1.00004961   -0 37 19.6
 ED1946;SPC SC       - 1,141,438.18  1,663,773.30   iFT  1.00004961   -0 37 19.6
 ED1946;UTM  17      - 3,869,777.082   397,559.896   MT  0.99972933   -0 38 35.2
 ED1946
 ED1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1946!SPC SC       -   0.99996225  x   1.00004961  =   1.00001185
 ED1946!UTM  17      -   0.99996225  x   0.99972933  =   0.99969159
 ED1946
 ED1946:                Primary Azimuth Mark                     Grid Az
 ED1946:SPC SC       -  42 021 AZ MK                             017 53 47.5
 ED1946:UTM  17      -  42 021 AZ MK                             017 55 03.1
 ED1946
 ED1946|---------------------------------------------------------------------|
 ED1946| PID    Reference Object                     Distance      Geod. Az  |
 ED1946|                                                           dddmmss.s |
 ED1946| ED1947 42 021 AZ MK                        APPROX. 0.7 KM 0171627.9 |
 ED1946|---------------------------------------------------------------------|
 ED1946
 ED1946                          SUPERSEDED SURVEY CONTROL
 ED1946
 ED1946  NAD 83(1986)-  34 57 55.32388(N)    082 07 19.60992(W) AD(       ) 2
 ED1946  NAD 27      -  34 57 54.90020(N)    082 07 20.22152(W) AD(       ) 2
 ED1946  NGVD 29 (07/19/86)  272.1    (m)          893.     (f) VERT ANG       
 ED1946
 ED1946.Superseded values are not recommended for survey control.
 ED1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1946.See file dsdata.txt to determine how the superseded data were derived.
 ED1946
 ED1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9756069777(NAD 83)
 ED1946_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1946+STABILITY: SURFACE MOTION
 ED1946
 ED1946  HISTORY     - Date     Condition        Report By
 ED1946  HISTORY     - 1982     MONUMENTED       SCGS
 ED1946
 ED1946                          STATION DESCRIPTION
 ED1946
 ED1946'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1946'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) NORTHEAST OF
 ED1946'GREER, 2.1 KM (1.3 MI) WEST-NORTHWEST OF WELLFORD, 1.9 KM
 ED1946'(1.2 MI) NORTH-NORTHEAST OF LYMAN.  STATION IS SET ALONG
 ED1946'ROAD RIGHT-OF-WAY.
 ED1946'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1946'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1946'
 ED1946'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 292
 ED1946'AND 129, ON THE NORTHERN EDGE OF LYMAN.  GO NORTH-NORTHEASTERLY
 ED1946'ON HIGHWAY 292 FOR 1.0 KM (0.65 MI) TO THE STATION ON THE RIGHT.
 ED1946'
 ED1946'THE STATION IS A STANDARD SCGS DISK
 ED1946'STAMPED---HORZ 42 021 1982---,
 ED1946'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1946'FLUSH WITH GROUND.  IT IS LOCATED
 ED1946'23.32 METERS (76.50 FT) NORTH FROM THE NORTHWEST
 ED1946'CORNER OF A ONE STORY BRICK HOME,
 ED1946'10.36 METERS (34.0 FT) SOUTHEAST FROM THE APPROXIMATE
 ED1946'CENTER OF STATE HIGHWAY 292,
 ED1946'15.24 METERS (50.0 FT) SOUTHWEST FROM THE APPROXIMATE
 ED1946'CENTER OF PAVED ROAD HEADING SOUTH AND
 ED1946'2.51 METERS (8.40 FT) WEST FROM A POWER POLE WITH TWO
 ED1946'GUY WIRES.
 ED1946'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1946'STAMPED---HORZ 42 021 1982---,
 ED1946'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1946'
 ED1946'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1946'STAMPED---AZ MK 42 021 1982---,
 ED1946'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1946'FLUSH WITH GROUND.  IT IS LOCATED
 ED1946'7.16 METERS (23.50 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 ED1946'CENTER OF STATE HIGHWAY 292,
 ED1946'6.40 METERS (21.0 FT) NORTHEAST FROM A POWER LINE POLE
 ED1946'WITH A TRANSFORMER,
 ED1946'4.48 METERS (14.7 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 ED1946'CENTER OF A PAVED DRIVE LEADING TO A BRICK HOME AND
 ED1946'2.04 METERS (6.70 FT) WEST FROM THE SOUTHWEST END OF
 ED1946'AN 46 CM CONCRETE CULVERT PIPE.
 ED1946'
 ED1946'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ON
 ED1946'STATE HIGHWAY 292 FOR 0.6 KM (0.4 MI) TO THE AZIMUTH MARK
 ED1946'ON THE LEFT.
 ED1946'
 ED1946'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1946'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1947 ***********************************************************************
 ED1947  DESIGNATION -  42 021 AZ MK
 ED1947  PID         -  ED1947
 ED1947  STATE/COUNTY-  SC/SPARTANBURG
 ED1947  USGS QUAD   -  WELLFORD (1983)
 ED1947
 ED1947                         *CURRENT SURVEY CONTROL
 ED1947  ___________________________________________________________________
 ED1947* NAD 83(2001)-  34 58 15.80435(N)    082 07 11.86723(W)     ADJUSTED  
 ED1947* NAVD 88     -       255.     (meters)     837.     (feet)  VERTCON   
 ED1947  ___________________________________________________________________
 ED1947  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 ED1947  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 ED1947
 ED1947  HORZ ORDER  -  SECOND
 ED1947
 ED1947.The horizontal coordinates were established by classical geodetic methods
 ED1947.and adjusted by the National Geodetic Survey in March 2004..
 ED1947.No horizontal observational check was made to the station.
 ED1947
 ED1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1947
 ED1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1947
 ED1947.The geoid height was determined by GEOID03.
 ED1947
 ED1947;                    North         East     Units Scale Factor Converg.
 ED1947;SPC SC       -   348,539.684   507,321.326   MT  1.00005187   -0 37 15.3
 ED1947;SPC SC       - 1,143,502.90  1,664,440.05   iFT  1.00005187   -0 37 15.3
 ED1947;UTM  17      - 3,870,406.132   397,763.287   MT  0.99972882   -0 38 31.1
 ED1947
 ED1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1947!SPC SC       -   0.99996493  x   1.00005187  =   1.00001680
 ED1947!UTM  17      -   0.99996493  x   0.99972882  =   0.99969376
 ED1947
 ED1947                          SUPERSEDED SURVEY CONTROL
 ED1947
 ED1947  NAD 83(1986)-  34 58 15.81481(N)    082 07 11.86872(W) AD(       ) 2
 ED1947  NAD 27      -  34 58 15.39147(N)    082 07 12.48009(W) AD(       ) 2
 ED1947  NGVD 29 (07/19/86)  255.     (m)          837.     (f) VERT ANG       
 ED1947
 ED1947.Superseded values are not recommended for survey control.
 ED1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1947.See file dsdata.txt to determine how the superseded data were derived.
 ED1947
 ED1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9776370406(NAD 83)
 ED1947_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1947+STABILITY: SURFACE MOTION
 ED1947
 ED1947  HISTORY     - Date     Condition        Report By
 ED1947  HISTORY     - 1982     MONUMENTED       SCGS
 ED1947
 ED1947                          STATION DESCRIPTION
 ED1947
 ED1947'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1947'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) NORTHEAST OF
 ED1947'GREER,
 ED1947'2.1 KM (1.3 MI) WEST-NORTHWEST OF WELLFORD, 1.9 KM (1.2 MI)
 ED1947'NORTH-NORTHEAST OF LYMAN.  STATION IS SET ALONG ROAD
 ED1947'RIGHT-OF-WAY.
 ED1947'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1947'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1947'
 ED1947'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 292 AND
 ED1947'129, ON THE NORTHERN EDGE OF LYMAN.  GO NORTHEASTERLY ON
 ED1947'HIGHWAY 292 FOR 1.7 KM (1.05 MI) TO THE STATION ON THE LEFT.
 ED1947'
 ED1947'THE STATION IS A STANDARD SCGS DISK
 ED1947'STAMPED---AZ MK 42 021 1982---,
 ED1947'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1947'FLUSH WITH GROUND.  IT IS LOCATED
 ED1947'7.16 METERS (23.5 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 ED1947'CENTER OF STATE HIGHWAY 292,
 ED1947'6.40 METERS (21.0 FT) NORTHEAST FROM A POWER LINE POLE
 ED1947'WITH A TRANSFORMER,
 ED1947'4.48 METERS (14.7 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 ED1947'CENTER OF A PAVED DRIVE TO A BRICK HOME AND
 ED1947'2.04 METERS (6.70 FT) WEST FROM THE SOUTHWEST END OF
 ED1947'AN 46 CM CONCRETE CULVERT PIPE.
 ED1947'
 ED1947'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1947'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3318 ***********************************************************************
 FA3318  DESIGNATION -  42 022
 FA3318  PID         -  FA3318
 FA3318  STATE/COUNTY-  SC/SPARTANBURG
 FA3318  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA3318
 FA3318                         *CURRENT SURVEY CONTROL
 FA3318  ___________________________________________________________________
 FA3318* NAD 83(2001)-  35 10 58.41153(N)    081 56 18.76976(W)     ADJUSTED  
 FA3318* NAVD 88     -       295.951  (meters)     970.97   (feet)  ADJUSTED  
 FA3318  ___________________________________________________________________
 FA3318  X           -     731,884.093 (meters)                     COMP
 FA3318  Y           -  -5,167,405.234 (meters)                     COMP
 FA3318  Z           -   3,654,621.398 (meters)                     COMP
 FA3318  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FA3318  ELLIP HEIGHT-         264.01  (meters)          (03/13/03) GPS OBS
 FA3318  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 FA3318  DYNAMIC HT  -         295.655 (meters)     969.99  (feet)  COMP
 FA3318  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 FA3318
 FA3318  HORZ ORDER  -  FIRST
 FA3318  VERT ORDER  -  SECOND    CLASS II
 FA3318  ELLP ORDER  -  FOURTH    CLASS II
 FA3318
 FA3318.The horizontal coordinates were established by GPS observations
 FA3318.and adjusted by the National Geodetic Survey in March 2003..
 FA3318
 FA3318.The orthometric height was determined by differential leveling
 FA3318.and adjusted by the National Geodetic Survey in February 2001..
 FA3318.No vertical observational check was made to the station.
 FA3318
 FA3318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3318
 FA3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3318
 FA3318.The ellipsoidal height was determined by GPS observations
 FA3318.and is referenced to NAD 83.
 FA3318
 FA3318.The geoid height was determined by GEOID03.
 FA3318
 FA3318.The dynamic height is computed by dividing the NAVD 88
 FA3318.geopotential number by the normal gravity value computed on the
 FA3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3318.degrees latitude (g = 980.6199 gals.).
 FA3318
 FA3318.The modeled gravity was interpolated from observed gravity values.
 FA3318
 FA3318;                    North         East     Units Scale Factor Converg.
 FA3318;SPC SC       -   371,877.411   524,101.767   MT  1.00014308   -0 31 13.2
 FA3318;SPC SC       - 1,220,070.25  1,719,493.99   iFT  1.00014308   -0 31 13.2
 FA3318;UTM  17      - 3,893,728.705   414,545.723   MT  0.99968999   -0 32 26.9
 FA3318
 FA3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3318!SPC SC       -   0.99995856  x   1.00014308  =   1.00010164
 FA3318!UTM  17      -   0.99995856  x   0.99968999  =   0.99964856
 FA3318
 FA3318:                Primary Azimuth Mark                     Grid Az
 FA3318:SPC SC       -  42 022 AZ MK                             288 34 17.4
 FA3318:UTM  17      -  42 022 AZ MK                             288 35 31.1
 FA3318
 FA3318|---------------------------------------------------------------------|
 FA3318| PID    Reference Object                     Distance      Geod. Az  |
 FA3318|                                                           dddmmss.s |
 FA3318| FA3319 42 022 AZ MK                        APPROX. 0.7 KM 2880304.2 |
 FA3318|---------------------------------------------------------------------|
 FA3318
 FA3318                          SUPERSEDED SURVEY CONTROL
 FA3318
 FA3318  NAD 83(1995)-  35 10 58.41162(N)    081 56 18.76950(W) AD(       ) 1
 FA3318  ELLIP H (12/20/99)  264.02   (m)                       GP(       ) 4 1
 FA3318  NAD 83(1986)-  35 10 58.42366(N)    081 56 18.77475(W) AD(       ) 1
 FA3318  NAD 83(1986)-  35 10 58.42250(N)    081 56 18.77656(W) AD(       ) 2
 FA3318  NAD 27      -  35 10 58.00292(N)    081 56 19.37738(W) AD(       ) 2
 FA3318  NGVD 29 (07/19/86)  296.5    (m)          973.     (f) VERT ANG       
 FA3318
 FA3318.Superseded values are not recommended for survey control.
 FA3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3318.See file dsdata.txt to determine how the superseded data were derived.
 FA3318
 FA3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1454693729(NAD 83)
 FA3318_MARKER: DH = HORIZONTAL CONTROL DISK
 FA3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3318_STAMPING: 42 022 1982
 FA3318_MARK LOGO: SCGS  
 FA3318_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3318+STABILITY: SURFACE MOTION
 FA3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3318+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1997
 FA3318
 FA3318  HISTORY     - Date     Condition        Report By
 FA3318  HISTORY     - 1982     MONUMENTED       SCGS
 FA3318  HISTORY     - 19850101 GOOD             NCGS
 FA3318  HISTORY     - 19971119 GOOD             NCGS
 FA3318  HISTORY     - 19971119 GOOD             NCGS
 FA3318
 FA3318                          STATION DESCRIPTION
 FA3318
 FA3318'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3318'THE STATION IS LOCATED ABOUT 6.6 KM (4.2 MI) NORTHEAST OF
 FA3318'FINGERVILLE, 5.6 KM (3.5 MI) WEST-NORTHWEST OF CHESNEE, 0.6 KM
 FA3318'(0.4 MI) SOUTH OF THE NORTH CAROLINA AND SOUTH CAROLINA STATE
 FA3318'LINE.  STATION IS SET ALONG ROAD RIGHT-OF-WAY.
 FA3318'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3318'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA3318'
 FA3318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 FA3318'STATE HIGHWAY 11 IN THE CENTER OF CHESNEE.  GO WEST ON HIGHWAY 11
 FA3318'FOR 6.1 KM (3.8 MI) TO A CROSSROAD, COUNTY ROAD S-42-58, TURN
 FA3318'RIGHT AND GO NORTHEAST ON S-42-58 FOR 3.7 KM (2.3 MI) TO THE
 FA3318'STATION ON THE LEFT.
 FA3318'
 FA3318'THE STATION IS A STANDARD SCGS DISK
 FA3318'STAMPED---HORZ 42 022 1982---,
 FA3318'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3318'FLUSH WITH GROUND.  IT IS LOCATED
 FA3318'38.25 METERS (125.6 FT) EAST-SOUTHEAST FROM THE APPROXIMATE
 FA3318'CENTER OF A PAVED DRIVE LEADING TO A BRICK HOME,
 FA3318'14.17 METERS (46.5 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FA3318'CENTER OF COUNTY ROAD S-42-58,
 FA3318'6.96 METERS (22.83 FT) SOUTHEAST FROM A FOUR FOOT POST WITH A
 FA3318'TELEPHONE JUNCTION BOX ATTACHED AND
 FA3318'1.07 METERS (3.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE
 FA3318'WITH TWO GUY WIRES.
 FA3318'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3318'STAMPED---HORZ 42 022 1982---,
 FA3318'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3318'
 FA3318'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA3318'STAMPED---AZ MK 42 022 1982---,
 FA3318'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3318'FLUSH WITH GROUND.  IT IS LOCATED
 FA3318'12.8 METERS (42.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FA3318'CENTER OF COUNTY ROAD S-42-58,
 FA3318'10.37 METERS (34.02 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 FA3318'CENTER OF A DIRT DRIVE,
 FA3318'2.35 METERS (7.7 FT) SOUTH-SOUTHWEST FROM A POWER POLE
 FA3318'WITH TWO GUY WIRES AND
 FA3318'0.8 METER (2.62 FT) NORTH-NORTHEAST FROM A METAL WITNESS
 FA3318'POST.
 FA3318'
 FA3318'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST ON
 FA3318'S-42-58 FOR 0.6 KM (0.4 MI) TO THE AZIMUTH ON THE LEFT.
 FA3318'
 FA3318'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FA3318'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FA3318
 FA3318                          STATION RECOVERY (1985)
 FA3318
 FA3318'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FA3318'RECOVERED AS DESCRIBED.
 FA3318
 FA3318                          STATION RECOVERY (1997)
 FA3318
 FA3318'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA3318'RECOVERED AS DESCRIBED.
 FA3318
 FA3318                          STATION RECOVERY (1997)
 FA3318
 FA3318'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA3318'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3319 ***********************************************************************
 FA3319  DESIGNATION -  42 022 AZ MK
 FA3319  PID         -  FA3319
 FA3319  STATE/COUNTY-  SC/SPARTANBURG
 FA3319  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA3319
 FA3319                         *CURRENT SURVEY CONTROL
 FA3319  ___________________________________________________________________
 FA3319* NAD 83(2001)-  35 11 05.20657(N)    081 56 44.16861(W)     ADJUSTED  
 FA3319* NAVD 88     -       293.288  (meters)     962.23   (feet)  ADJUSTED  
 FA3319  ___________________________________________________________________
 FA3319  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FA3319  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 FA3319  DYNAMIC HT  -         292.995 (meters)     961.27  (feet)  COMP
 FA3319  MODELED GRAV-     979,626.3   (mgal)                       NAVD 88
 FA3319
 FA3319  HORZ ORDER  -  SECOND
 FA3319  VERT ORDER  -  SECOND    CLASS II
 FA3319
 FA3319.The horizontal coordinates were established by classical geodetic methods
 FA3319.and adjusted by the National Geodetic Survey in March 2004..
 FA3319
 FA3319.The orthometric height was determined by differential leveling
 FA3319.and adjusted by the National Geodetic Survey in February 2001..
 FA3319.No vertical observational check was made to the station.
 FA3319
 FA3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3319
 FA3319.The geoid height was determined by GEOID03.
 FA3319
 FA3319.The dynamic height is computed by dividing the NAVD 88
 FA3319.geopotential number by the normal gravity value computed on the
 FA3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3319.degrees latitude (g = 980.6199 gals.).
 FA3319
 FA3319.The modeled gravity was interpolated from observed gravity values.
 FA3319
 FA3319;                    North         East     Units Scale Factor Converg.
 FA3319;SPC SC       -   372,092.699   523,460.995   MT  1.00014395   -0 31 27.3
 FA3319;SPC SC       - 1,220,776.57  1,717,391.72   iFT  1.00014395   -0 31 27.3
 FA3319;UTM  17      - 3,893,944.125   413,905.318   MT  0.99969135   -0 32 41.7
 FA3319
 FA3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3319!SPC SC       -   0.99995897  x   1.00014395  =   1.00010292
 FA3319!UTM  17      -   0.99995897  x   0.99969135  =   0.99965034
 FA3319
 FA3319                          SUPERSEDED SURVEY CONTROL
 FA3319
 FA3319  NAD 83(1986)-  35 11 05.21912(N)    081 56 44.17342(W) AD(       ) 2
 FA3319  NAD 83(1986)-  35 11 05.21705(N)    081 56 44.17550(W) AD(       ) 2
 FA3319  NAD 27      -  35 11 04.79834(N)    081 56 44.77529(W) AD(       ) 2
 FA3319  NGVD 29 (07/19/86)  294.     (m)          965.     (f) VERT ANG       
 FA3319
 FA3319.Superseded values are not recommended for survey control.
 FA3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3319.See file dsdata.txt to determine how the superseded data were derived.
 FA3319
 FA3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1390593944(NAD 83)
 FA3319_MARKER: DH = HORIZONTAL CONTROL DISK
 FA3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3319_STAMPING: AZ MK 42 022 1982
 FA3319_MARK LOGO: SCGS  
 FA3319_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3319+STABILITY: SURFACE MOTION
 FA3319
 FA3319  HISTORY     - Date     Condition        Report By
 FA3319  HISTORY     - 1982     MONUMENTED       SCGS
 FA3319  HISTORY     - 19850101 GOOD             NCGS
 FA3319  HISTORY     - 19961016 GOOD             NCGS
 FA3319
 FA3319                          STATION DESCRIPTION
 FA3319
 FA3319'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3319'THE STATION IS LOCATED ABOUT 6.6 KM (4.2 MI) NORTHEAST
 FA3319'OF FINGERVILLE, 5.6 KM (3.5 MI) WEST-NORTHWEST OF CHESNEE,
 FA3319'0.6 KM (0.4 MI) SOUTH OF THE NORTH CAROLINA AND SOUTH
 FA3319'CAROLINA STATE LINE. STATION IS SET ALONG ROAD RIGHT-OF-WAY.
 FA3319'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3319'PO BOX 191, COLUMBIA  SC 29202, PHONE 803-758-3414.
 FA3319'
 FA3319'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 FA3319'STATE HIGHWAY 11, IN THE CENTER OF CHESNEE.  GO WEST ON
 FA3319'HIGHWAY 11 FOR 6.1 KM (3.8 MI) TO A CROSSROAD, COUNTY ROAD
 FA3319'S-42-58, TURN RIGHT AND GO NORTHWEST ON S-42-58 FOR 4.3 KM
 FA3319'(2.7 MI) TO THE STATION ON THE LEFT.
 FA3319'
 FA3319'THE STATION IS A STANDARD SCGS DISK
 FA3319'STAMPED---AZ MK 42 022 1982---,
 FA3319'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3319'FLUSH WITH GROUND.  IT IS LOCATED
 FA3319'12.8 METERS (42.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FA3319'CENTER OF COUNTY ROAD S-42-58,
 FA3319'10.39 METERS (34.02 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 FA3319'CENTER OF A DIRT DRIVE,
 FA3319'2.35 METERS (7.7 FT) SOUTH-SOUTHWEST FROM A POWER POLE
 FA3319'WITH TWO GUY WIRES AND
 FA3319'0.8 METER (2.62 FT) NORTH-NORTHEAST FROM A METAL WITNESS
 FA3319'POST.
 FA3319'
 FA3319'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FA3319'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3319
 FA3319                          STATION RECOVERY (1985)
 FA3319
 FA3319'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FA3319'RECOVERED AS DESCRIBED.
 FA3319
 FA3319                          STATION RECOVERY (1996)
 FA3319
 FA3319'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA3319'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1569 ***********************************************************************
 FA1569  DESIGNATION -  42 023
 FA1569  PID         -  FA1569
 FA1569  STATE/COUNTY-  SC/SPARTANBURG
 FA1569  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA1569
 FA1569                         *CURRENT SURVEY CONTROL
 FA1569  ___________________________________________________________________
 FA1569* NAD 83(2001)-  35 09 19.46424(N)    081 57 19.93068(W)     ADJUSTED  
 FA1569* NAVD 88     -       289.918  (meters)     951.17   (feet)  ADJUSTED  
 FA1569  ___________________________________________________________________
 FA1569  X           -     730,596.958 (meters)                     COMP
 FA1569  Y           -  -5,169,356.359 (meters)                     COMP
 FA1569  Z           -   3,652,125.163 (meters)                     COMP
 FA1569  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FA1569  ELLIP HEIGHT-         258.03  (meters)          (03/27/03) GPS OBS
 FA1569  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 FA1569  DYNAMIC HT  -         289.627 (meters)     950.22  (feet)  COMP
 FA1569  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 FA1569
 FA1569  HORZ ORDER  -  FIRST
 FA1569  VERT ORDER  -  FIRST     CLASS II
 FA1569  ELLP ORDER  -  FOURTH    CLASS II
 FA1569
 FA1569.The horizontal coordinates were established by GPS observations
 FA1569.and adjusted by the National Geodetic Survey in March 2003..
 FA1569
 FA1569.The orthometric height was determined by differential leveling
 FA1569.and adjusted by the National Geodetic Survey in June 1991..
 FA1569
 FA1569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA1569
 FA1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1569
 FA1569.The ellipsoidal height was determined by GPS observations
 FA1569.and is referenced to NAD 83.
 FA1569
 FA1569.The geoid height was determined by GEOID03.
 FA1569
 FA1569.The dynamic height is computed by dividing the NAVD 88
 FA1569.geopotential number by the normal gravity value computed on the
 FA1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1569.degrees latitude (g = 980.6199 gals.).
 FA1569
 FA1569.The modeled gravity was interpolated from observed gravity values.
 FA1569
 FA1569;                    North         East     Units Scale Factor Converg.
 FA1569;SPC SC       -   368,841.980   522,525.965   MT  1.00013046   -0 31 47.1
 FA1569;SPC SC       - 1,210,111.48  1,714,324.03   iFT  1.00013046   -0 31 47.1
 FA1569;SPC NC       -   159,909.662   340,380.535   MT  0.99987400   -1 42 21.1
 FA1569;SPC NC       -   524,636.95  1,116,731.81   sFT  0.99987400   -1 42 21.1
 FA1569;UTM  17      - 3,890,695.188   412,969.537   MT  0.99969335   -0 33 00.8
 FA1569
 FA1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1569!SPC SC       -   0.99995950  x   1.00013046  =   1.00008995
 FA1569!SPC NC       -   0.99995950  x   0.99987400  =   0.99983351
 FA1569!UTM  17      -   0.99995950  x   0.99969335  =   0.99965286
 FA1569
 FA1569:                Primary Azimuth Mark                     Grid Az
 FA1569:SPC SC       -  42 023 AZ MK                             033 21 20.4
 FA1569:SPC NC       -  42 023 AZ MK                             034 31 54.4
 FA1569:UTM  17      -  42 023 AZ MK                             033 22 34.1
 FA1569
 FA1569|---------------------------------------------------------------------|
 FA1569| PID    Reference Object                     Distance      Geod. Az  |
 FA1569|                                                           dddmmss.s |
 FA1569| FA1570 42 023 AZ MK                        APPROX. 0.6 KM 0324933.3 |
 FA1569|---------------------------------------------------------------------|
 FA1569
 FA1569                          SUPERSEDED SURVEY CONTROL
 FA1569
 FA1569  NAD 83(1995)-  35 09 19.46421(N)    081 57 19.93037(W) AD(       ) 1
 FA1569  ELLIP H (12/20/99)  258.04   (m)                       GP(       ) 4 1
 FA1569  NAD 83(1986)-  35 09 19.47570(N)    081 57 19.93596(W) AD(       ) 1
 FA1569  NAD 83(1986)-  35 09 19.47628(N)    081 57 19.93576(W) AD(       ) 2
 FA1569  NAD 27      -  35 09 19.05516(N)    081 57 20.54072(W) AD(       ) 2
 FA1569  NAVD 88 (03/10/92)  289.92   (m)          951.2    (f) LEVELING    3  
 FA1569  NGVD 29 (09/16/91)  290.008  (m)          951.47   (f) ADJUSTED    1 2
 FA1569
 FA1569.Superseded values are not recommended for survey control.
 FA1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1569.See file dsdata.txt to determine how the superseded data were derived.
 FA1569
 FA1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1297090695(NAD 83)
 FA1569_MARKER: DD = SURVEY DISK
 FA1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1569_SP_SET: CONCRETE POST
 FA1569_STAMPING: HORZ 42 023 1982
 FA1569_MARK LOGO: SCGS  
 FA1569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1569+STABILITY: SURFACE MOTION
 FA1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1569+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1993
 FA1569
 FA1569  HISTORY     - Date     Condition        Report By
 FA1569  HISTORY     - 1982     MONUMENTED       SCGS
 FA1569  HISTORY     - 1982     GOOD             SCGS
 FA1569  HISTORY     - 19880801 GOOD             SCGS
 FA1569  HISTORY     - 19891215 GOOD             SCGS
 FA1569  HISTORY     - 19900428 GOOD
 FA1569  HISTORY     - 19930101 GOOD             SCGS
 FA1569
 FA1569                          STATION DESCRIPTION
 FA1569
 FA1569'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1569'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST-NORTHWEST
 FA1569'OF CHESNEE, 4.8 KM (3.0 MI) NORTHEAST OF FINGERVILLE, 3.2
 FA1569'KM (2.0 MI) SOUTH OF THE NORTH CAROLINA AND SOUTH CAROLINA
 FA1569'STATE LINE.  STATION IS SET IN THE FRONT LAWN OF A BRICK
 FA1569'HOME.
 FA1569'OWNERSHIP--MR MIKE ROBERTS, ROUTE 1, CHESNEE SC 29323.
 FA1569'
 FA1569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 FA1569'STATE HIGHWAY 11 IN CHESNEE.  GO WESTERLY ON HIGHWAY 11 FOR
 FA1569'9.5 KM (5.95 MI) TO A CROSSROAD, COUNTY ROAD S-42-215,
 FA1569'TURN RIGHT ON S-42-215 AND GO NORTHERLY FOR 0.6 KM (0.35 MI)
 FA1569'TO THE STATION ON THE RIGHT.
 FA1569'
 FA1569'THE STATION IS A STANDARD SCGS DISK
 FA1569'STAMPED---HORZ 42 023 1982---,
 FA1569'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1569'FLUSH WITH GROUND.  IT IS LOCATED
 FA1569'51.52 METERS (169.0 FT) NORTH FROM THE NORTHWEST
 FA1569'CORNER OF A ONE STORY BRICK HOUSE.
 FA1569'41.30 METERS (135.5 FT) EAST-NORTHEAST FROM A FOUR
 FA1569'FOOT WOOD POLE WITH A TELEPHONE POLE ATTACHED.
 FA1569'14.3 METERS (46.92 FT) SOUTH-SOUTHEAST FROM THE
 FA1569'APPROXIMATE CENTER OF COUNTY ROAD S-42-215.
 FA1569'7.8 METERS (25.6 FT) SOUTHWEST FROM THE APPROXIMATE
 FA1569'CENTER OF A DIRT TRACK ROAD.
 FA1569'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA1569'STAMPED---HORZ 42 023 1982---,
 FA1569'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FA1569'
 FA1569'THE AZIMUTH MARK IS A STANDARED SCGS DISK
 FA1569'STAMPED---AZ MK 42 023 1982---,
 FA1569'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1569'FLUSH WITH GROUND.  IT IS LOCATED
 FA1569'29.4 METERS (95.6 FT) SOUTH FROM THE SOUTHERN EDGE
 FA1569'OF THE NORTHERN DRIVE TO A WHITE HOUSE.
 FA1569'17.37 METERS (57.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST
 FA1569'CORNER OF A WHITE HOUSE.
 FA1569'10.15 METERS (33.3 FT) EAST FROM THE APPROXIMATE
 FA1569'CENTER OF COUNTY ROAD S-42-215.
 FA1569'9.75 METERS (32.0 FT) NORTH FROM THE APPROXIMATE
 FA1569'CENTER OF THE SOUTHERN DRIVE TO A WHITE HOUSE.
 FA1569'
 FA1569'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ON
 FA1569'S-42-215 FOR 0.6 KM (0.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 FA1569'
 FA1569'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FA1569'NO REFERENCE MARKS WERE ESTABLISHET AT THIS TIME.
 FA1569
 FA1569                          STATION RECOVERY (1982)
 FA1569
 FA1569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1569'RECOVERED IN GOOD CONDITION.
 FA1569
 FA1569                          STATION RECOVERY (1988)
 FA1569
 FA1569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1569'STATION IS LOCATED 5.2 MI EAST NORTHEAST OF NEW PROSPECT, 5.4 MI
 FA1569'WEST OF CHESNEE. OWNERSHIP--MIKE ROBERTS, ROUTE 1, CHESNEE, SC 29323.
 FA1569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1569'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO WEST NORTHWESTERLY ON
 FA1569'HIGHWAY 11 FOR 6.2 MI TO THE JUNCTION OF STATE ROAD 215
 FA1569'(MAHAFFEY-COOLEY ROAD), TURN RIGHT ON ROAD 215 FOR 0.3 MI TO A
 FA1569'FOUR-WAY JUNCTION, TURN RIGHT ON ROAD 215 FOR 0.05 MI TO THE MARK ON
 FA1569'THE RIGHT, IN THE NORTH CORNER OF THE YARD OF A BRICK HOUSE.
 FA1569'STATION IS A CONCRETE POST RECESSED 1-INCH AND 2.0 FT ABOVE THE
 FA1569'ROAD,169.0 FT NORTH OF THE NORTH CORNER OF THE HOUSE, 135.8 FT
 FA1569'EAST NORTHEAST OF A TELEPHONE JUNCTION BOX B574, 47.5 FT SOUTHEAST
 FA1569'OF THE CENTER OF THE ROAD, 28.2 FT NORTH NORTHWEST OF A
 FA1569'DOUBLE-TRUNKED OAK TREE, 186.5 FT NORTHWEST OF A STEEL POLE
 FA1569'SUPPORTING A SATELLITE DISH.
 FA1569
 FA1569                          STATION RECOVERY (1989)
 FA1569
 FA1569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA1569'RECOVERED IN GOOD CONDITION.
 FA1569
 FA1569                          STATION RECOVERY (1990)
 FA1569
 FA1569'RECOVERED 1990
 FA1569'RECOVERED IN GOOD CONDITION.
 FA1569
 FA1569                          STATION RECOVERY (1993)
 FA1569
 FA1569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 FA1569'STATION IS LOCATED 5.2 MILES (8.4 KM) EAST NORTHEAST OF NEW PROSPECT,
 FA1569'5.4 MILES (8.7 KM) WEST OF CHESNEE.  OWNERSHIP--MIKE ROBERTS, ROUTE 1,
 FA1569'CHESNEE, SC 29323.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FA1569'HIGHWAYS 221, 221 ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO WEST
 FA1569'NORTHWEST ON HIGHWAY 11 FOR 6.2 MI (10.0 KM) TO THE JUNCTION OF STATE
 FA1569'ROAD 215 (MAHAFFEY-COOLEY ROAD), TURN RIGHT ON ROAD 215 FOR 0.3 MILE
 FA1569'(0.5 KM) TO A FOUR-WAY JUNCTION, TURN RIGHT ON ROAD 215 FOR 0.05 MI
 FA1569'(0.08 KM) TO THE STATION ON THE RIGHT IN THE NORTH CORNER OF THE YARD
 FA1569'OF A BRICK HOUSE.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 FA1569'CM) AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 169.0 FEET (51.5 M) NORTH OF
 FA1569'THE NORTH CORNER OF THE HOUSE, 135.8 FEET (41.4 M) EAST NORTHEAST OF A
 FA1569'TELEPHONE JUNCTION BOX B574, 47.5 FEET (14.5 M) SOUTHEAST OF THE
 FA1569'CENTER OF THE ROAD, 28.2 FEET (8.6 M) NORTH NORTHWEST OF A
 FA1569'DOUBLE-TRUNKED OAK TREE, 186.5 FEET (56.8 M) NORTHWEST OF A STEEL POLE
 FA1569'SUPPORTING A SATELLITE DISH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1570 ***********************************************************************
 FA1570  DESIGNATION -  42 023 AZ MK
 FA1570  PID         -  FA1570
 FA1570  STATE/COUNTY-  SC/SPARTANBURG
 FA1570  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA1570
 FA1570                         *CURRENT SURVEY CONTROL
 FA1570  ___________________________________________________________________
 FA1570* NAD 83(2001)-  35 09 35.03324(N)    081 57 07.70076(W)     ADJUSTED  
 FA1570* NAVD 88     -       281.518  (meters)     923.61   (feet)  ADJUSTED  
 FA1570  ___________________________________________________________________
 FA1570  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FA1570  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 FA1570  DYNAMIC HT  -         281.236 (meters)     922.69  (feet)  COMP
 FA1570  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 FA1570
 FA1570  HORZ ORDER  -  SECOND
 FA1570  VERT ORDER  -  FIRST     CLASS II
 FA1570
 FA1570.The horizontal coordinates were established by classical geodetic methods
 FA1570.and adjusted by the National Geodetic Survey in March 2004..
 FA1570
 FA1570.The orthometric height was determined by differential leveling
 FA1570.and adjusted by the National Geodetic Survey in June 1991..
 FA1570
 FA1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1570
 FA1570.The geoid height was determined by GEOID03.
 FA1570
 FA1570.The dynamic height is computed by dividing the NAVD 88
 FA1570.geopotential number by the normal gravity value computed on the
 FA1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1570.degrees latitude (g = 980.6199 gals.).
 FA1570
 FA1570.The modeled gravity was interpolated from observed gravity values.
 FA1570
 FA1570;                    North         East     Units Scale Factor Converg.
 FA1570;SPC SC       -   369,318.965   522,839.949   MT  1.00013243   -0 31 40.3
 FA1570;SPC SC       - 1,211,676.39  1,715,354.16   iFT  1.00013243   -0 31 40.3
 FA1570;UTM  17      - 3,891,171.852   413,283.554   MT  0.99969267   -0 32 54.0
 FA1570
 FA1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1570!SPC SC       -   0.99996082  x   1.00013243  =   1.00009324
 FA1570!UTM  17      -   0.99996082  x   0.99969267  =   0.99965350
 FA1570
 FA1570:                Primary Azimuth Mark                     Grid Az
 FA1570:SPC SC       -  42 023                                   213 21 20.6
 FA1570:UTM  17      -  42 023                                   213 22 34.3
 FA1570
 FA1570|---------------------------------------------------------------------|
 FA1570| PID    Reference Object                     Distance      Geod. Az  |
 FA1570|                                                           dddmmss.s |
 FA1570| FA1569 42 023                              APPROX. 0.6 KM 2124940.3 |
 FA1570|---------------------------------------------------------------------|
 FA1570
 FA1570                          SUPERSEDED SURVEY CONTROL
 FA1570
 FA1570  NAD 83(1986)-  35 09 35.04523(N)    081 57 07.70590(W) AD(       ) 2
 FA1570  NAD 27      -  35 09 34.62441(N)    081 57 08.31060(W) AD(       ) 2
 FA1570  NGVD 29 (09/16/91)  281.608  (m)          923.91   (f) ADJUSTED    1 2
 FA1570
 FA1570.Superseded values are not recommended for survey control.
 FA1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1570.See file dsdata.txt to determine how the superseded data were derived.
 FA1570
 FA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1328491172(NAD 83)
 FA1570_MARKER: DD = SURVEY DISK
 FA1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1570_SP_SET: CONCRETE POST
 FA1570_STAMPING: AZ MK 42 023 1982
 FA1570_MARK LOGO: SCGS  
 FA1570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1570+STABILITY: SURFACE MOTION
 FA1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1570+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 FA1570
 FA1570  HISTORY     - Date     Condition        Report By
 FA1570  HISTORY     - 1982     MONUMENTED       SCGS
 FA1570  HISTORY     - 1982     GOOD             SCGS
 FA1570  HISTORY     - 19880801 GOOD             SCGS
 FA1570
 FA1570                          STATION DESCRIPTION
 FA1570
 FA1570'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1570'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST-NORTHWEST
 FA1570'OF CHESNEE, 3.2 KM (2.0 MI) SOUTH OF THE NORTH CAROLINA
 FA1570'AND SOUTH CAROLINA STATE LINE, 4.8 KM (3.0 MI) NORTHEAST
 FA1570'OF FINGERVILLE.  STATION IS SET IN THE FRONT LAWN OF A
 FA1570'WHITE HOUSE.
 FA1570'OWNERSHIP--MR FRANK E COOLEY, ROUTE 4, CHESNEE SC 29323.
 FA1570'
 FA1570'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221
 FA1570'AND STATE HIGHWAY 11, IN THE CENTER OF CHESNEE.  GO WESTERLY
 FA1570'ON HIGHWAY 11 FOR 9.5 KM (5.95 MI) TO A CROSSROAD, COUNTY
 FA1570'ROAD S-42-215, TURN RIGHT ON S-42-215 AND GO NORTHERLY
 FA1570'FOR 1.9 KM (1.2 MI) TO THE STATION ON THE RIGHT.
 FA1570'
 FA1570'THE STATION IS A STANDARD SCGS DISK
 FA1570'STAMPED---AZ MK 42 023 1982---,
 FA1570'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1570'FLUSH WITH GROUND.  IT IS LOCATED
 FA1570'29.4 METERS (95.6 FT) SOUTH FROM THE SOUTHERN
 FA1570'EDGE OF THE NORTHERN DRIVE TO A ONE STORY WOOD HOUSE.
 FA1570'17.37 METERS (57.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST
 FA1570'CORNER OF THE ONE STORY WOOD HOUSE.
 FA1570'10.15 METERS (33.3 FT) EAST FROM THE APPROXIMATE
 FA1570'CENTER OF COUNTY ROAD S-42-215.
 FA1570'9.75 METERS (32.0 FT) NORTH FROM THE APPROXIMATE
 FA1570'CENTER OF THE SOUTHERN DRIVE TO A ONE STORY WOOD HOUSE.
 FA1570'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA1570'STAMPED---AZ MK 42 023 1982---,
 FA1570'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA1570'
 FA1570'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FA1570'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1570
 FA1570                          STATION RECOVERY (1982)
 FA1570
 FA1570'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1570'RECOVERED IN GOOD CONDITION.
 FA1570
 FA1570                          STATION RECOVERY (1988)
 FA1570
 FA1570'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1570'STATION IS LOCATED 5.5 MI EAST NORTHEAST OF NEW PROSPECT, 5.4 MI
 FA1570'WEST OF CHESNEE. OWNERSHIP--FRANK E. COOLEY, HIGHWAY 11 WEST, CHESNEE,
 FA1570'SC 29323.
 FA1570'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1570'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO WEST NORTHWESTERLY ON
 FA1570'HIGHWAY 11 FOR 6.2 MI TO THE JUNCTION OF STATE ROAD 215
 FA1570'(MAHAFFEY-COOLEY ROAD), TURN RIGHT ON ROAD 215 FOR 0.3 MI TO A
 FA1570'FOUR-WAY JUNCTION, TURN RIGHT ON ROAD 215 FOR 0.4 MI TO THE MARK ON
 FA1570'THE RIGHT, IN FRONT OF A SMALL WOODEN HOUSE.
 FA1570'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FT ABOVE
 FA1570'THE ROAD, 98.2 FT WEST NORTHWEST OF A SECURITY LIGHT POLE,
 FA1570'52.2 FT NORTH OF A LONE CEDAR TREE, 56.7 FT WEST SOUTHWEST OF THE
 FA1570'SOUTHWEST CORNER OF THE HOUSE, 32.3 FT EAST SOUTHEAST OF THE CENTER
 FA1570'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3314 ***********************************************************************
 FA3314  DESIGNATION -  42 024
 FA3314  PID         -  FA3314
 FA3314  STATE/COUNTY-  SC/SPARTANBURG
 FA3314  USGS QUAD   -  VALLEY FALLS (1983)
 FA3314
 FA3314                         *CURRENT SURVEY CONTROL
 FA3314  ___________________________________________________________________
 FA3314* NAD 83(2001)-  35 07 09.44925(N)    081 55 01.32378(W)     ADJUSTED  
 FA3314* NAVD 88     -       259.6    (meters)     852.     (feet)  GPS OBS   
 FA3314  ___________________________________________________________________
 FA3314  X           -     734,391.297 (meters)                     COMP
 FA3314  Y           -  -5,171,122.928 (meters)                     COMP
 FA3314  Z           -   3,648,830.994 (meters)                     COMP
 FA3314  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FA3314  ELLIP HEIGHT-         227.74  (meters)          (03/27/03) GPS OBS
 FA3314  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FA3314
 FA3314  HORZ ORDER  -  FIRST
 FA3314  ELLP ORDER  -  FOURTH    CLASS II
 FA3314
 FA3314.The horizontal coordinates were established by GPS observations
 FA3314.and adjusted by the National Geodetic Survey in March 2003..
 FA3314
 FA3314.The orthometric height was determined by GPS observations and a
 FA3314.high-resolution geoid model.
 FA3314
 FA3314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3314
 FA3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3314
 FA3314.The ellipsoidal height was determined by GPS observations
 FA3314.and is referenced to NAD 83.
 FA3314
 FA3314.The geoid height was determined by GEOID03.
 FA3314
 FA3314;                    North         East     Units Scale Factor Converg.
 FA3314;SPC SC       -   364,803.122   525,998.833   MT  1.00011424   -0 30 30.3
 FA3314;SPC SC       - 1,196,860.64  1,725,717.96   iFT  1.00011424   -0 30 30.3
 FA3314;SPC NC       -   155,801.416   343,768.965   MT  0.99987525   -1 41 01.1
 FA3314;SPC NC       -   511,158.48  1,127,848.68   sFT  0.99987525   -1 41 01.1
 FA3314;UTM  17      - 3,886,656.876   416,439.505   MT  0.99968605   -0 31 39.3
 FA3314
 FA3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3314!SPC SC       -   0.99996425  x   1.00011424  =   1.00007849
 FA3314!SPC NC       -   0.99996425  x   0.99987525  =   0.99983951
 FA3314!UTM  17      -   0.99996425  x   0.99968605  =   0.99965032
 FA3314
 FA3314:                Primary Azimuth Mark                     Grid Az
 FA3314:SPC SC       -  42 024 AZ MK                             302 35 02.6
 FA3314:SPC NC       -  42 024 AZ MK                             303 45 33.4
 FA3314:UTM  17      -  42 024 AZ MK                             302 36 11.6
 FA3314
 FA3314|---------------------------------------------------------------------|
 FA3314| PID    Reference Object                     Distance      Geod. Az  |
 FA3314|                                                           dddmmss.s |
 FA3314| FA3315 42 024 AZ MK                        APPROX. 0.9 KM 3020432.3 |
 FA3314|---------------------------------------------------------------------|
 FA3314
 FA3314                          SUPERSEDED SURVEY CONTROL
 FA3314
 FA3314  NAD 83(1995)-  35 07 09.44909(N)    081 55 01.32339(W) AD(       ) 1
 FA3314  ELLIP H (12/20/99)  227.75   (m)                       GP(       ) 4 1
 FA3314  NAD 83(1986)-  35 07 09.46029(N)    081 55 01.32857(W) AD(       ) 1
 FA3314  NAD 83(1986)-  35 07 09.46179(N)    081 55 01.32987(W) AD(       ) 2
 FA3314  NAD 27      -  35 07 09.03504(N)    081 55 01.94257(W) AD(       ) 2
 FA3314  NGVD 29 (07/19/86)  260.2    (m)          854.     (f) VERT ANG       
 FA3314
 FA3314.Superseded values are not recommended for survey control.
 FA3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3314.See file dsdata.txt to determine how the superseded data were derived.
 FA3314
 FA3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1644086657(NAD 83)
 FA3314_MARKER: DD = SURVEY DISK
 FA3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3314_SP_SET: CONCRETE POST
 FA3314_STAMPING: HORZ 42 024 1982
 FA3314_MARK LOGO: SCGS  
 FA3314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3314+STABILITY: SURFACE MOTION
 FA3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3314+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1990
 FA3314
 FA3314  HISTORY     - Date     Condition        Report By
 FA3314  HISTORY     - 1982     MONUMENTED       SCGS
 FA3314  HISTORY     - 1982     GOOD             SCGS
 FA3314  HISTORY     - 19890620 GOOD             SCGS
 FA3314  HISTORY     - 19900426 GOOD
 FA3314
 FA3314                          STATION DESCRIPTION
 FA3314
 FA3314'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3314'THE STATION IS LOCATED ABOUT 5.9 KM (3.7 MI) SOUTHWEST
 FA3314'OF CHESNEE, 7.7 KM (4.8 MI) EAST-SOUTHEAST OF FINGERVILLE,
 FA3314'6.9 KM (4.3 MI) SOUTH OF THE NORTH CAROLINA AND SOUTH CAROLINA
 FA3314'STATE LINE.  STATION IS LOCATED ON STATE RIGHT-OF-WAY.
 FA3314'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3314'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA3314'
 FA3314'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 FA3314'STATE HIGHWAY 11 IN THE CENTER OF CHESNEE.  GO WESTERLY ON HIGHWAY
 FA3314'11 FOR 6.1 KM (3.8 MI) TO A CROSSROAD, COUNTY ROAD S-42-58,
 FA3314'TURN LEFT AND GO SOUTHERLY ON S-42-58 FOR 4.7 KM (2.95 MI) TO
 FA3314'A REVERSE FORK RIGHT, S-42-835, TURN RIGHT AND GO 0.1 KM
 FA3314'(0.05 MI) TO THE STATION ON THE RIGHT.
 FA3314'
 FA3314'THE STATION IS A STANDARD SCGS DISK
 FA3314'STAMPED---HORZ 42 024 1982---,
 FA3314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3314'FLUSH WITH GROUND.  IT IS LOCATED
 FA3314'42.07 METERS (138.0 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 FA3314'CENTER OF A Y-ROAD INTERSECTION.
 FA3314'8.36 METERS (27.4 FT) NORTHEAST FROM THE APPROXIMATE
 FA3314'CENTER OF COUNTY ROAD S-42-835.
 FA3314'4.42 METERS (14.5 FT) WEST FROM A POWER POLE WITH
 FA3314'TRANSFORMER.
 FA3314'0.7 METER (2.3 FT) SOUTHWEST FROM A METAL WITNESS
 FA3314'POST.
 FA3314'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3314'STAMPED---HORZ 42 024 1982---,
 FA3314'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3314'
 FA3314'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA3314'STAMPED---AZ MK 42 024 1982---,
 FA3314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3314'FLUSH WITH GROUND.  IT IS LOCATED
 FA3314'9.48 METERS (31.1 FT) SOUTHEAST FROM A POWER POLE
 FA3314'WITH A TRANSFORMER AND GUY WIRE.
 FA3314'9.39 METERS (30.8 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 FA3314'CENTER OF COUNTY ROAD S-42-215.
 FA3314'0.42 METER (1.37 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS
 FA3314'POST AND THE FENCELINE.
 FA3314'
 FA3314'TO REACH AZIMUTH MARK FROM THE STATION PROCEED ON S-42-835 FOR
 FA3314'0.9 KM (0.55 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 FA3314'
 FA3314'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA3314'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3314
 FA3314                          STATION RECOVERY (1982)
 FA3314
 FA3314'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA3314'RECOVERED IN GOOD CONDITION.
 FA3314
 FA3314                          STATION RECOVERY (1989)
 FA3314
 FA3314'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA3314'STATION IS LOCATED 3.8 MILFS SOUTHWEST OF CHESNEEAND6.25MILESNORTHEAST
 FA3314'OF BOILING SPRINGS.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 FA3314'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA3314'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA3314'AVENUE), 221 ALTERNATE (EAST CHEROKEE STREET) AND STATE HIGHWAY 11
 FA3314'(WEST CHEROKEE STREET) IN CHESNEE, GO NORTHWESTERLY ON HIGHWAY 11 FOR
 FA3314'3.8 MILES TO THE JUNCTION OF STATE ROAD 58 (PARRIS BRIDGE ROAD), TURN
 FA3314'LEFT ON ROAD 58 FOR 2.95 MILES TO THE STATION ON THE RIGHT NEAR A
 FA3314'POWER POLE IN THE VEE OF THE JUNCTION OF STATE ROAD 835 (MARTIN CAMP
 FA3314'ROAD).
 FA3314'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 FA3314'THE ROAD, 132.0 FEET WEST SOUTHWEST OF THE CENTER OF ROAD 58, 26.8
 FA3314'FEET NORTH NORTHEAST OF THF CENTER OF ROAD 835, 102.8 FEET WEST OF A
 FA3314'TELEPHONE JUNCTION BOX POST, 14.6 FEET WEST OF THE POWER POLE, 2.3
 FA3314'FEET SOUTHWEST OF A WITNESS POST.
 FA3314'RECOVERED BY J.R. WERNER.
 FA3314
 FA3314                          STATION RECOVERY (1990)
 FA3314
 FA3314'RECOVERED 1990
 FA3314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA3315 ***********************************************************************
 FA3315  DESIGNATION -  42 024 AZ MK
 FA3315  PID         -  FA3315
 FA3315  STATE/COUNTY-  SC/SPARTANBURG
 FA3315  USGS QUAD   -  VALLEY FALLS (1983)
 FA3315
 FA3315                         *CURRENT SURVEY CONTROL
 FA3315  ___________________________________________________________________
 FA3315* NAD 83(2001)-  35 07 24.75073(N)    081 55 31.04297(W)     ADJUSTED  
 FA3315* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 FA3315  ___________________________________________________________________
 FA3315  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FA3315  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FA3315
 FA3315  HORZ ORDER  -  SECOND
 FA3315
 FA3315.The horizontal coordinates were established by classical geodetic methods
 FA3315.and adjusted by the National Geodetic Survey in March 2004..
 FA3315
 FA3315.The orthometric height was scaled from a topographic map.
 FA3315
 FA3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3315
 FA3315.The geoid height was determined by GEOID03.
 FA3315
 FA3315;                    North         East     Units Scale Factor Converg.
 FA3315;SPC SC       -   365,281.418   525,250.480   MT  1.00011613   -0 30 46.7
 FA3315;SPC SC       - 1,198,429.85  1,723,262.73   iFT  1.00011613   -0 30 46.7
 FA3315;UTM  17      - 3,887,135.219   415,691.635   MT  0.99968760   -0 31 56.6
 FA3315
 FA3315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3315!SPC SC       -   0.99996185  x   1.00011613  =   1.00007797
 FA3315!UTM  17      -   0.99996185  x   0.99968760  =   0.99964946
 FA3315
 FA3315:                Primary Azimuth Mark                     Grid Az
 FA3315:SPC SC       -  CHESNEE REEVES SOUTH TANK                074 47 52.3
 FA3315:UTM  17      -  CHESNEE REEVES SOUTH TANK                074 49 02.2
 FA3315
 FA3315|---------------------------------------------------------------------|
 FA3315| PID    Reference Object                     Distance      Geod. Az  |
 FA3315|                                                           dddmmss.s |
 FA3315| FA3286 CHESNEE REEVES SOUTH TANK           APPROX. 6.0 KM 0741705.6 |
 FA3315| FA3314 42 024                              APPROX. 0.9 KM 1220415.2 |
 FA3315|---------------------------------------------------------------------|
 FA3315
 FA3315                          SUPERSEDED SURVEY CONTROL
 FA3315
 FA3315  NAD 83(1986)-  35 07 24.76323(N)    081 55 31.04881(W) AD(       ) 2
 FA3315  NAD 27      -  35 07 24.33765(N)    081 55 31.65999(W) AD(       ) 2
 FA3315
 FA3315.Superseded values are not recommended for survey control.
 FA3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3315.See file dsdata.txt to determine how the superseded data were derived.
 FA3315
 FA3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1569287135(NAD 83)
 FA3315_MARKER: DD = SURVEY DISK
 FA3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3315_SP_SET: CONCRETE POST
 FA3315_MARK LOGO: SCGS  
 FA3315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3315+STABILITY: SURFACE MOTION
 FA3315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3315+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 FA3315
 FA3315  HISTORY     - Date     Condition        Report By
 FA3315  HISTORY     - 1982     MONUMENTED       SCGS
 FA3315  HISTORY     - 1982     GOOD             SCGS
 FA3315  HISTORY     - 19890626 GOOD             SCGS
 FA3315
 FA3315                          STATION DESCRIPTION
 FA3315
 FA3315'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA3315'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI) EAST-SOUTHEAST OF
 FA3315'FINGERVILLE, 6.9 KM (4.3 MI) SOUTH OF THE NORTH CAROLINA AND
 FA3315'SOUTH CAROLINA STATE LINE, 5.9 KM (3.7 MI) SOUTHWEST OF
 FA3315'CHESNEE. STATION IS SET ALONG ROAD RIGHT-OF-WAY.
 FA3315'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA3315'PO BOX 191, COLUMBIA  SC 29202, PHONE 803-758-3414.
 FA3315'
 FA3315'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221
 FA3315'AND STATE HIGHWAY 11 IN THE CENTER OF CHESNEE.  GO WESTERLY ON
 FA3315'HIGHWAY 11 FOR 6.1 KM (3.8 MI) TO A CROSSROAD (COUNTY ROAD
 FA3315'S-42-58), TURN LEFT AND GO SOUTHERLY ON S-42-58 FOR 4.7 KM (2.95
 FA3315'MI) TO A REVERSE FORK RIGHT (COUNTY ROAD S-42-835), TURN RIGHT
 FA3315'AND GO 1.0 KM (0.65 MI) TO THE STATION ON THE RIGHT.
 FA3315'
 FA3315'THE STATION IS A STANDARD SCGS DISK
 FA3315'STAMPED---AZ MK 42 024 1982---,
 FA3315'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA3315'FLUSH WITH GROUND.  IT IS LOCATED
 FA3315'9.48 METERS (31.1 FT) SOUTHEAST FROM A POWER POLE
 FA3315'WITH A TRANSFORMER AND GUY WIRE,
 FA3315'9.39 METERS (30.8 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 FA3315'CENTER OF COUNTY ROAD S-42-835 AND
 FA3315'0.42 METER (1.37 FT) SOUTH-SOUTHWEST FROM A METAL
 FA3315'WITNESS POST AND THE FENCELINE.
 FA3315'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA3315'STAMPED---AZ MK 42 024 1982---,
 FA3315'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA3315'
 FA3315'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FA3315'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA3315
 FA3315                          STATION RECOVERY (1982)
 FA3315
 FA3315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA3315'RECOVERED IN GOOD CONDITION.
 FA3315
 FA3315                          STATION RECOVERY (1989)
 FA3315
 FA3315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA3315'STATION IS LOCATED 4.1 MILFS SOUTHWEST OF CHESNEE
 FA3315'AND6.2MILESNORTHEASTOF BOILING SPRINGS.  OWNERSHIP--SCDHPT, DIRECTOR
 FA3315'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FA3315'803-737-1314.
 FA3315'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA3315'AVENUE), 221 ALTERNATE (EAST CHEROKEE STREET) AND STATE HIGHWAY 11
 FA3315'(WEST CHEROKEE STREET) IN CHESNEE, GO NORTHWEST ON HIGHWAY 11 FOR 3.8
 FA3315'MILES TO THE JUNCTION OF STATE ROAD 58 (PARRIS BRIDGE ROAD), TURN
 FA3315'LEFT ON ROAD 58 FOR 2.95 MILES TO THE JUNCTION OF STATE ROAD 835
 FA3315'(MARTIN CAMP ROAD), TURN RIGHT ON ROAD 835 FOR 0.55 MILE TO THE
 FA3315'JUNCTION OF WALL DRIVE, CONTINUE ON ROAD 835 FOR 0.05 MILE TO THE
 FA3315'STATION ON THE RIGHT NEAR A FENCE LINE.
 FA3315'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA3315'ROAD, 31.0 FEET NORTH NORTHEAST OF THE CENTER OF THE ROAD, 30.0 FEET
 FA3315'SOUTHEAST OF A POWER POLE WITH TRANSFORMER AND GUY WIRE, 1.8 FEET
 FA3315'SOUTH SOUTHWEST OF THE FENCE LINE, 1.5 FEET SOUTH SOUTHWEST OF A
 FA3315'WITNESS POST.
 FA3315'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1561 ***********************************************************************
 FA1561  DESIGNATION -  42 025
 FA1561  PID         -  FA1561
 FA1561  STATE/COUNTY-  SC/SPARTANBURG
 FA1561  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA1561
 FA1561                         *CURRENT SURVEY CONTROL
 FA1561  ___________________________________________________________________
 FA1561* NAD 83(2001)-  35 09 41.02591(N)    081 52 41.80810(W)     ADJUSTED  
 FA1561* NAVD 88     -       291.725  (meters)     957.10   (feet)  ADJUSTED  
 FA1561  ___________________________________________________________________
 FA1561  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FA1561  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 FA1561  DYNAMIC HT  -         291.434 (meters)     956.15  (feet)  COMP
 FA1561  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 FA1561
 FA1561  HORZ ORDER  -  SECOND
 FA1561  VERT ORDER  -  FIRST     CLASS II
 FA1561
 FA1561.The horizontal coordinates were established by classical geodetic methods
 FA1561.and adjusted by the National Geodetic Survey in March 2004..
 FA1561
 FA1561.The orthometric height was determined by differential leveling
 FA1561.and adjusted by the National Geodetic Survey in June 1991..
 FA1561
 FA1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1561
 FA1561.The geoid height was determined by GEOID03.
 FA1561
 FA1561.The dynamic height is computed by dividing the NAVD 88
 FA1561.geopotential number by the normal gravity value computed on the
 FA1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1561.degrees latitude (g = 980.6199 gals.).
 FA1561
 FA1561.The modeled gravity was interpolated from observed gravity values.
 FA1561
 FA1561;                    North         East     Units Scale Factor Converg.
 FA1561;SPC SC       -   369,444.063   529,571.477   MT  1.00013319   -0 29 12.9
 FA1561;SPC SC       - 1,212,086.82  1,737,439.23   iFT  1.00013319   -0 29 12.9
 FA1561;UTM  17      - 3,891,294.583   420,012.115   MT  0.99967885   -0 30 20.9
 FA1561
 FA1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1561!SPC SC       -   0.99995921  x   1.00013319  =   1.00009240
 FA1561!UTM  17      -   0.99995921  x   0.99967885  =   0.99963808
 FA1561
 FA1561|---------------------------------------------------------------------|
 FA1561| PID    Reference Object                     Distance      Geod. Az  |
 FA1561|                                                           dddmmss.s |
 FA1561| FA1560 42 025 AZ MK                        362.749 METERS 10212     |
 FA1561|---------------------------------------------------------------------|
 FA1561
 FA1561                          SUPERSEDED SURVEY CONTROL
 FA1561
 FA1561  NAD 83(1986)-  35 09 41.03809(N)    081 52 41.81367(W) AD(       ) 2
 FA1561  NAD 27      -  35 09 40.61065(N)    081 52 42.42414(W) AD(       ) 2
 FA1561  NGVD 29 (09/16/91)  291.819  (m)          957.41   (f) ADJUSTED    1 2
 FA1561
 FA1561.Superseded values are not recommended for survey control.
 FA1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1561.See file dsdata.txt to determine how the superseded data were derived.
 FA1561
 FA1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2001291295(NAD 83)
 FA1561_MARKER: DD = SURVEY DISK
 FA1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1561_SP_SET: CONCRETE POST
 FA1561_STAMPING: HORZ 42 025 1982
 FA1561_MARK LOGO: SCGS  
 FA1561_PROJECTION: FLUSH
 FA1561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1561+STABILITY: SURFACE MOTION
 FA1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1561+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 FA1561
 FA1561  HISTORY     - Date     Condition        Report By
 FA1561  HISTORY     - 1982     MONUMENTED       SCGS
 FA1561  HISTORY     - 1982     GOOD             SCGS
 FA1561  HISTORY     - 19880801 GOOD             SCGS
 FA1561  HISTORY     - 1990     GOOD             USPSQD
 FA1561  HISTORY     - 20020729 GOOD             SCGS
 FA1561
 FA1561                          STATION DESCRIPTION
 FA1561
 FA1561'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1561'THE STATION IS LOCATED ABOUT 11.9 KM (7.3 MI) NORTHEAST OF
 FA1561'FINGERVILLE, 2.9 KM (1.7 MI) SOUTH OF THE NORTH CAROLINA AND
 FA1561'SOUTH CAROLINA STATE LINE, 1.9 KM (1.2 MI) NORTHWEST OF THE CENTER
 FA1561'OF CHESNEE.  STATION IS LOCATED ALONG ROAD RIGHT-OF-WAY.
 FA1561'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA1561'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA1561'
 FA1561'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221
 FA1561'AND STATE HIGHWAY 11.  GO WESTERLY ALONG HIGHWAY 11 FOR
 FA1561'1.9 KM (1.2 MI) TO THE AZIMUTH MARK ON THE RIGHT,
 FA1561'CONTINUE WESTERLY ALONG HIGHWAY 11 FOR 0.35 KM
 FA1561'(0.25 MI) TO THE STATION ON THE RIGHT.
 FA1561'
 FA1561'THE STATION IS A STANDARD SCGS DISK
 FA1561'STAMPED---HORZ 42 025 1982---,
 FA1561'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1561'FLUSH WITH GROUND.  IT IS LOCATED
 FA1561'11.17 METERS (36.65 FT) NORTH FROM THE APPROXIMATE
 FA1561'CENTER OF STATE HIGHWAY 11.
 FA1561'4.76 METERS (15.6 FT) SOUTHEAST FROM A TELEPHONE POLE.
 FA1561'1.13 METERS (3.7 FT) NORTH FROM A 4-FOOT POST WITH
 FA1561'A TELEPHONE JUNCTION BOX ATTACHED NUMBER B19.
 FA1561'0.33 METER (1.08 FT) SOUTH FROM A METAL WITNESS POST.
 FA1561'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA1561'STAMPED---HORZ 42 025 1982---,
 FA1561'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA1561'
 FA1561'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA1561'STAMPED---AZ MK 42 025 1982---,
 FA1561'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1561'FLUSH WITH GROUND.  IT IS LOCATED
 FA1561'18.07 METERS (59.3 FT) SOUTHEAST FROM THE APPROXIMATE
 FA1561'CENTER OF A WELCOME TO CHESNEE SIGN.
 FA1561'17.65 METERS (57.9 FT) NORTHEAST FROM THE APPROXIMATE
 FA1561'CENTER OF STATE HIGHWAY 11.
 FA1561'5.77 METERS (18.93 FT) NORTH-NORTHEAST FROM A FIRE HYDRANT.
 FA1561'0.80 METER (2.62 FT) SOUTHWEST FROM A METAL WITNESS POST.
 FA1561'
 FA1561'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA1561'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1561
 FA1561                          STATION RECOVERY (1982)
 FA1561
 FA1561'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1561'RECOVERED IN GOOD CONDITION.
 FA1561
 FA1561                          STATION RECOVERY (1988)
 FA1561
 FA1561'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1561'STATION IS LOCATED 1.25 MI NORTHWEST OF CHESNEE, 9.55 MI EAST
 FA1561'NORTHEAST OF NEW PROSPECT. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FA1561'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 FA1561'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1561'ALTERNATE, AND STATE HIGHWAY 11 IN CHESNEE, GO WEST NORTHWESTERLY ON
 FA1561'HIGHWAY 11 FOR 1.45 MI TO THE MARK ON THE RIGHT, NEAR A TELEPHONE
 FA1561'JUNCTION BOX, 0.2 MI EAST OF THE JUNCTION OF STATE ROAD 99.
 FA1561'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA1561'HIGHWAY, 68.0 FT WEST OF THE EXTENDED CENTER OF THOMSON DRIVE,
 FA1561'85.7 FT NORTHEAST OF A POWER POLE NUMBER 83 WITH A METER AND
 FA1561'TRANSFORMER, 36.6 FT NORTH OF THE CENTER OF THE HIGHWAY, 4.5 FT
 FA1561'NORTH NORTHWEST OF THE TELEPHONE JUNCTION BOX, 1.5 FT SOUTH OF A
 FA1561'WITNESS POST.
 FA1561
 FA1561                          STATION RECOVERY (1990)
 FA1561
 FA1561'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMP)
 FA1561'RECOVERED IN GOOD CONDITION.
 FA1561
 FA1561                          STATION RECOVERY (2002)
 FA1561
 FA1561'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA1561'STATION IS LOCATED 1.35 MILES NORTHWEST OF CHESNEE, 14.95 MILES NORTH
 FA1561'OF SPARTANBURG.
 FA1561'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 FA1561'SC 29202, PHONE
 FA1561'803-737-1350.
 FA1561'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA1561'AVENUE),
 FA1561'221 ALTERNATE AND STATE HIGHWAY 11 (CHEROKEE STREET AND CHEROKEE
 FA1561'FOOTHILLS
 FA1561'SCENIC HIGHWAY) IN CHESNEE, GO WEST ON HIGHWAY 11 FOR 1.45 MILES TO
 FA1561'THE STATION
 FA1561'ON THE RIGHT NEAR A TELEPHONE JUNCTION BOX IN THE NORTHEAST ANGLE OF
 FA1561'THE
 FA1561'JUNCTION OF LOCKLAND DRIVE.
 FA1561'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA1561'HIGHWAY,
 FA1561'121.5 FEET EAST OF THE CENTER OF LOCKLAND DRIVE (LOCKLAND PLACE
 FA1561'COMMUNITY), 36.9
 FA1561'FEET NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 4.5 FEET NORTH OF
 FA1561'THE
 FA1561'TELEPHONE JUNCTION BOX NUMBER 1100, 25.2 FEET WEST OF A POWER LINE
 FA1561'STUB POLE, 83.2
 FA1561'FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRICK FOUNDATION OF A HOUSE,
 FA1561'47.2 FEET
 FA1561'WEST NORTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 FA1561'BENEATH A
 FA1561'DRIVEWAY TO A VINYL-SIDED HOUSE NUMBER 1104.
 FA1561'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 42 025 AZ MK.
 FA1561'RECOVERED BY T. HALL.
 FA1561' 
 FA1561' 
 FA1561' 
 FA1561' 
 FA1561' 
 FA1561'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1560 ***********************************************************************
 FA1560  DESIGNATION -  42 025 AZ MK
 FA1560  PID         -  FA1560
 FA1560  STATE/COUNTY-  SC/SPARTANBURG
 FA1560  USGS QUAD   -  CHESNEE (1993)
 FA1560
 FA1560                         *CURRENT SURVEY CONTROL
 FA1560  ___________________________________________________________________
 FA1560* NAD 83(2001)-  35 09 38.53716(N)    081 52 27.79878(W)     ADJUSTED  
 FA1560* NAVD 88     -       285.753  (meters)     937.51   (feet)  ADJUSTED  
 FA1560  ___________________________________________________________________
 FA1560  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FA1560  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 FA1560  DYNAMIC HT  -         285.468 (meters)     936.57  (feet)  COMP
 FA1560  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 FA1560
 FA1560  HORZ ORDER  -  SECOND
 FA1560  VERT ORDER  -  FIRST     CLASS II
 FA1560
 FA1560.The horizontal coordinates were established by classical geodetic methods
 FA1560.and adjusted by the National Geodetic Survey in March 2004..
 FA1560.No horizontal observational check was made to the station.
 FA1560
 FA1560.The orthometric height was determined by differential leveling
 FA1560.and adjusted by the National Geodetic Survey in June 1991..
 FA1560
 FA1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1560
 FA1560.The geoid height was determined by GEOID03.
 FA1560
 FA1560.The dynamic height is computed by dividing the NAVD 88
 FA1560.geopotential number by the normal gravity value computed on the
 FA1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1560.degrees latitude (g = 980.6199 gals.).
 FA1560
 FA1560.The modeled gravity was interpolated from observed gravity values.
 FA1560
 FA1560;                    North         East     Units Scale Factor Converg.
 FA1560;SPC SC       -   369,364.352   529,925.410   MT  1.00013287   -0 29 05.1
 FA1560;SPC SC       - 1,211,825.30  1,738,600.43   iFT  1.00013287   -0 29 05.1
 FA1560;UTM  17      - 3,891,214.791   420,365.860   MT  0.99967815   -0 30 12.8
 FA1560
 FA1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1560!SPC SC       -   0.99996015  x   1.00013287  =   1.00009302
 FA1560!UTM  17      -   0.99996015  x   0.99967815  =   0.99963831
 FA1560
 FA1560                          SUPERSEDED SURVEY CONTROL
 FA1560
 FA1560  NAD 83(1986)-  35 09 38.54940(N)    081 52 27.80464(W) AD(       ) 2
 FA1560  NAD 27      -  35 09 38.12152(N)    081 52 28.41563(W) AD(       ) 2
 FA1560  NGVD 29 (09/16/91)  285.848  (m)          937.82   (f) ADJUSTED    1 2
 FA1560
 FA1560.Superseded values are not recommended for survey control.
 FA1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1560.See file dsdata.txt to determine how the superseded data were derived.
 FA1560
 FA1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2036691215(NAD 83)
 FA1560_MARKER: DD = SURVEY DISK
 FA1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1560_SP_SET: CONCRETE POST
 FA1560_STAMPING: AZ MK 42 025 1982
 FA1560_MARK LOGO: SCGS  
 FA1560_PROJECTION: FLUSH
 FA1560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1560+STABILITY: SURFACE MOTION
 FA1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1560+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 FA1560
 FA1560  HISTORY     - Date     Condition        Report By
 FA1560  HISTORY     - 1982     MONUMENTED       SCGS
 FA1560  HISTORY     - 1982     GOOD             SCGS
 FA1560  HISTORY     - 19880801 GOOD             SCGS
 FA1560  HISTORY     - 1990     GOOD             USPSQD
 FA1560  HISTORY     - 20020730 GOOD             SCGS
 FA1560
 FA1560                          STATION DESCRIPTION
 FA1560
 FA1560'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1560'THE STATION IS LOCATED ABOUT 11.7 KM (7.3 MI) NORTHEAST OF
 FA1560'FINGERVILLE, 2.7 KM (1.7 MI) SOUTH OF THE NORTH CAROLINA AND
 FA1560'SOUTH CAROLINA STATE LINE, 1.9 KM (1.2 MI) NORTHWEST OF THE
 FA1560'CENTER OF CHESNEE.  STATION IS SET ALONG ROAD RIGHT-OF-WAY.
 FA1560'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 FA1560'FERRELL J PROSSER, DIRECTOR, SC GEODETIC SURVEY, 1028 SUMTER ST,
 FA1560'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 FA1560'
 FA1560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 FA1560'STATE HIGHWAY 11 IN CHESNEE.  GO WESTERLY ALONG HIGHWAY 11
 FA1560'FOR 1.9 KM (1.2 MI) TO THE STATION ON THE RIGHT.
 FA1560'
 FA1560'THE STATION IS A STANDARD SCGS DISK
 FA1560'STAMPED---AZ MK 42 025 1982---,
 FA1560'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1560'FLUSH WITH GROUND.  IT IS LOCATED
 FA1560'18.07 METERS (59.3 FT) SOUTHEAST FROM THE APPROXIMATE
 FA1560'CENTER OF A WELCOME TO CHESNEE SIGN,
 FA1560'17.65 METERS (57.9 FT) NORTHEAST FROM THE APPROXIMATE
 FA1560'CENTER OF STATE HIGHWAY 11,
 FA1560'5.77 METERS (18.93 FT) NORTH-NORTHEAST FROM A FIRE HYDRANT AND
 FA1560'0.80 METER (2.62 FT) SOUTHWEST FROM A METAL WITNESS POST.
 FA1560'
 FA1560'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA1560'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1560
 FA1560                          STATION RECOVERY (1982)
 FA1560
 FA1560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1560'RECOVERED IN GOOD CONDITION.
 FA1560
 FA1560                          STATION RECOVERY (1988)
 FA1560
 FA1560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1560'STATION IS LOCATED 2.2 MI NORTHWEST OF CHESNEE, 9.8 MI EAST
 FA1560'NORTHEAST OF NEW PROSPECT.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FA1560'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 FA1560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1560'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO WEST NORTHWESTERLY ON
 FA1560'HIGHWAY 11 FOR 1.2 MI TO THE MARK ON THE RIGHT, NEAR A FIRE HYDRANT,
 FA1560'0.1 MI EAST OF THE ENTRANCE DRIVEWAY TO THE CHESNEE SHRINERS CLUB.
 FA1560'STATION IS A CONCRETE POST FLUSH WITH GROUND AND LEVEL WITH THE
 FA1560'HIGHWAY, 89.3 FT WEST NORTHWEST OF A POWER POLE WITH LINES CROSSING
 FA1560'THE HIGHWAY, 58.6 FT EAST SOUTHEAST OF THE SOUTH LEG OF A PIPE SIGN
 FA1560'(WELCOME TO CHESNEE), 58.0 FT NORTH NORTHEAST OF THE CENTER OF THE
 FA1560'HIGHWAY, 18.9 FT NORTH NORTHEAST OF A FIRE HYDRANT, 2.4 FT SOUTH
 FA1560'SOUTHWEST OF A WITNESS POST.
 FA1560
 FA1560                          STATION RECOVERY (1990)
 FA1560
 FA1560'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMP)
 FA1560'RECOVERED IN GOOD CONDITION.
 FA1560
 FA1560                          STATION RECOVERY (2002)
 FA1560
 FA1560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA1560'STATION IS LOCATED 1.35 MILES NORTHWEST OF CHESNEE, 14.95 MILES NORTH
 FA1560'NORTHEAST OF
 FA1560'SPARTANBURG. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 FA1560'191, COLUMBIA, SC
 FA1560'29202, PHONE 803-737-1350.
 FA1560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA1560'AVENUE),
 FA1560'221 ALTERNATE AND STATE HIGHWAY 11 (CHEROKEE STREET AND CHEROKEE
 FA1560'FOOTHILLS
 FA1560'SCENIC HIGHWAY) IN CHESNEE, GO WEST ON HIGHWAY 11 FOR 1.25 MILES TO
 FA1560'THE STATION ON THE
 FA1560'RIGHT IN AN OPEN AREA NEAR A FIRE HYDRANT.
 FA1560'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA1560'HIGHWAY,
 FA1560'57.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 58.4 FEET EAST
 FA1560'SOUTHEAST OF THE
 FA1560'SOUTH LEG OF A METAL CHAIN LINK FENCE SIGN (WELCOME TO CHESNEE), 18.9
 FA1560'FEET NORTHEAST
 FA1560'OF A FIRE HYDRANT, 36.4 FEET SOUTHWEST OF A 1.6-FOOT OAK TREE, 90.6
 FA1560'FEET NORTHWEST OF
 FA1560'A POWER POLE 80T WITH FOUR GUY WIRES, 2.4 FEET SOUTHWEST OF A WITNESS
 FA1560'POST.
 FA1560'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 42 025.
 FA1560'RECOVERED BY T. HALL.
 FA1560' 
 FA1560' 
 FA1560' 
 FA1560' 
 FA1560' 
 FA1560' 
 FA1560' 
 FA1560' 
 FA1560'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1935 ***********************************************************************
 ED1935  DESIGNATION -  42 026
 ED1935  PID         -  ED1935
 ED1935  STATE/COUNTY-  SC/SPARTANBURG
 ED1935  USGS QUAD   -  WELLFORD (1983)
 ED1935
 ED1935                         *CURRENT SURVEY CONTROL
 ED1935  ___________________________________________________________________
 ED1935* NAD 83(2001)-  34 52 44.40929(N)    082 00 58.82409(W)     ADJUSTED  
 ED1935* NAVD 88     -       223.3    (meters)     733.     (feet)  VERTCON   
 ED1935  ___________________________________________________________________
 ED1935  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 ED1935  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 ED1935
 ED1935  HORZ ORDER  -  SECOND
 ED1935
 ED1935.The horizontal coordinates were established by classical geodetic methods
 ED1935.and adjusted by the National Geodetic Survey in March 2004..
 ED1935
 ED1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1935
 ED1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1935
 ED1935.The geoid height was determined by GEOID03.
 ED1935
 ED1935;                    North         East     Units Scale Factor Converg.
 ED1935;SPC SC       -   338,229.606   516,683.770   MT  1.00001655   -0 33 48.4
 ED1935;SPC SC       - 1,109,677.19  1,695,156.73   iFT  1.00001655   -0 33 48.4
 ED1935;UTM  17      - 3,860,096.149   407,119.277   MT  0.99970632   -0 34 52.4
 ED1935
 ED1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1935!SPC SC       -   0.99996987  x   1.00001655  =   0.99998642
 ED1935!UTM  17      -   0.99996987  x   0.99970632  =   0.99967620
 ED1935
 ED1935:                Primary Azimuth Mark                     Grid Az
 ED1935:SPC SC       -  WESTVIEW AREA TANK                       013 31 40.7
 ED1935:UTM  17      -  WESTVIEW AREA TANK                       013 32 44.7
 ED1935
 ED1935|---------------------------------------------------------------------|
 ED1935| PID    Reference Object                     Distance      Geod. Az  |
 ED1935|                                                           dddmmss.s |
 ED1935| ED1941 WESTVIEW AREA TANK                  APPROX. 5.7 KM 0125752.3 |
 ED1935| ED1936 42 026 AZ MK                        401.384 METERS 3105222.0 |
 ED1935|---------------------------------------------------------------------|
 ED1935
 ED1935                          SUPERSEDED SURVEY CONTROL
 ED1935
 ED1935  NAD 83(1986)-  34 52 44.42082(N)    082 00 58.82640(W) AD(       ) 2
 ED1935  NAD 27      -  34 52 43.97984(N)    082 00 59.44775(W) AD(       ) 2
 ED1935  NGVD 29 (07/19/86)  223.4    (m)          733.     (f) VERT ANG       
 ED1935
 ED1935.Superseded values are not recommended for survey control.
 ED1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1935.See file dsdata.txt to determine how the superseded data were derived.
 ED1935
 ED1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0711960096(NAD 83)
 ED1935_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1935+STABILITY: SURFACE MOTION
 ED1935
 ED1935  HISTORY     - Date     Condition        Report By
 ED1935  HISTORY     - 1982     MONUMENTED       SCGS
 ED1935
 ED1935                          STATION DESCRIPTION
 ED1935
 ED1935'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1935'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) EAST NORTHEAST
 ED1935'OF REIDVILLE, 6.4 KM (4.0 MI) NORTHWEST OF MOORE, 4.8 KM
 ED1935'(3.0 MI) WEST OF ROEBUCK.  STATION IS SET ON THE ROAD
 ED1935'RIGHT-OF-WAY.
 ED1935'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1935'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1935'
 ED1935'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE
 ED1935'HIGHWAY 296 AND INTERSTATE HIGHWAY 26.  GO WESTERLY ON
 ED1935'STATE HIGHWAY 296 FOR 1.55 KM (0.95 MI) TO A CROSSROAD
 ED1935'(S-42-64), TURN LEFT AND GO SOUTHERLY ON COUNTY ROAD
 ED1935'S-42-64 FOR 4.75 KM (2.95 MI) TO THE STATION ON THE LEFT.
 ED1935'
 ED1935'THE STATION IS A STANDARD SCGS DISK
 ED1935'STAMPED---HORZ 42 026 1982---,
 ED1935'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1935'FLUSH WITH GROUND.  IT IS LOCATED
 ED1935'7.70 METER (25.26 FT) EAST-NORTHEAST FROM A TELEPHONE
 ED1935'POLE WITH TWO GUY WIRES.
 ED1935'9.70 METER (31.82 FT) NORTHWEST FROM THE APPROXIMATE
 ED1935'CENTER OF A DIRT DRIVE.
 ED1935'7.30 METER (23.95 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 ED1935'CENTER OF COUNTY ROAD S-42-64.
 ED1935'0.83 METER (2.72 FT) SOUTHEAST FROM A METAL WITNESS POST.
 ED1935'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1935'STAMPED---HORZ 42 026 1982---,
 ED1935'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1935'
 ED1935'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1935'STAMPED---AZ MK 42 026 1982---,
 ED1935'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1935'FLUSH WITH GROUND.  IT IS LOCATED
 ED1935'27.04 METER (88.71 FT) EAST-SOUTHEAST FROM THE SOUTHEAST
 ED1935'CORNER OF A YELLOW CINDER BLOCK HOUSE.
 ED1935'7.70 METER (25.26 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED1935'CENTER OF A DIRT DRIVE TO THE YELLOW HOUSE.
 ED1935'6.90 METER (22.64 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 ED1935'CENTER OF A PAVED ROAD.
 ED1935'1.71 METER (5.61 FT) SOUTH FROM A TELEPHONE POLE WITH
 ED1935'ONE GUY WIRE.
 ED1935'
 ED1935'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ON
 ED1935'COUNTY ROAD S-42-64 FOR 0.45 KM (0.25 MI) TO A PAVED ROAD
 ED1935'RIGHT, TURN RIGHT AND GO NORTHERLY ALONG PAVED ROAD FOR
 ED1935'0.1 KM (0.05 MI) TO THE AZIMUTH ON THE LEFT.
 ED1935'
 ED1935'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.60 METERS.
 ED1935'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1936 ***********************************************************************
 ED1936  DESIGNATION -  42 026 AZ MK
 ED1936  PID         -  ED1936
 ED1936  STATE/COUNTY-  SC/SPARTANBURG
 ED1936  USGS QUAD   -  WELLFORD (1983)
 ED1936
 ED1936                         *CURRENT SURVEY CONTROL
 ED1936  ___________________________________________________________________
 ED1936* NAD 83(2001)-  34 52 52.93250(N)    082 01 10.77604(W)     ADJUSTED  
 ED1936* NAVD 88     -       219.     (meters)     719.     (feet)  VERTCON   
 ED1936  ___________________________________________________________________
 ED1936  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 ED1936  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 ED1936
 ED1936  HORZ ORDER  -  SECOND
 ED1936
 ED1936.The horizontal coordinates were established by classical geodetic methods
 ED1936.and adjusted by the National Geodetic Survey in March 2004..
 ED1936.No horizontal observational check was made to the station.
 ED1936
 ED1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1936
 ED1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1936
 ED1936.The geoid height was determined by GEOID03.
 ED1936
 ED1936;                    North         East     Units Scale Factor Converg.
 ED1936;SPC SC       -   338,495.240   516,382.851   MT  1.00001743   -0 33 55.1
 ED1936;SPC SC       - 1,110,548.69  1,694,169.46   iFT  1.00001743   -0 33 55.1
 ED1936;UTM  17      - 3,860,361.795   406,818.534   MT  0.99970701   -0 34 59.4
 ED1936
 ED1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1936!SPC SC       -   0.99997056  x   1.00001743  =   0.99998799
 ED1936!UTM  17      -   0.99997056  x   0.99970701  =   0.99967758
 ED1936
 ED1936                          SUPERSEDED SURVEY CONTROL
 ED1936
 ED1936  NAD 83(1986)-  34 52 52.94401(N)    082 01 10.77837(W) AD(       ) 2
 ED1936  NAD 27      -  34 52 52.50343(N)    082 01 11.39915(W) AD(       ) 2
 ED1936  NGVD 29 (07/19/86)  219.     (m)          719.     (f) VERT ANG       
 ED1936
 ED1936.Superseded values are not recommended for survey control.
 ED1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1936.See file dsdata.txt to determine how the superseded data were derived.
 ED1936
 ED1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0681960362(NAD 83)
 ED1936_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1936+STABILITY: SURFACE MOTION
 ED1936
 ED1936  HISTORY     - Date     Condition        Report By
 ED1936  HISTORY     - 1982     MONUMENTED       SCGS
 ED1936
 ED1936                          STATION DESCRIPTION
 ED1936
 ED1936'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1936'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) EAST-NORTHEAST OF
 ED1936'REIDVILLE, 6.4 KM (4.0 MI) NORTHWEST OF MOORE, 4.8 KM
 ED1936'(3.0 MI) WEST OF ROEBUCK.  STATION IS LOCATED ON ROAD
 ED1936'RIGHT-OF-WAY.
 ED1936'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1936'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1936'
 ED1936'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY
 ED1936'296 AND INTERSTATE 26.  GO WESTERLY ON STATE HIGHWAY 296 FOR
 ED1936'1.5 KM (0.95 MI) TO A CROSSROAD, COUNTY ROAD S-42-64, TURN LEFT
 ED1936'AND GO SOUTHERLY ON COUNTY ROAD S-42-64 FOR 4.75 KM (2.95 MI) TO
 ED1936'STATION 42 026 SCGS ON THE LEFT, CONTINUE 0.35 KM (0.25 MI) TO A
 ED1936'PAVED ROAD RIGHT, TURN RIGHT AND GO NORTHERLY ALONG THE
 ED1936'PAVED ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 ED1936'
 ED1936'THE STATION IS A STANDARD SCGS DISK
 ED1936'STAMPED---AZ MK 42 026 1982---,
 ED1936'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1936'FLUSH WITH GROUND.  IT IS LOCATED
 ED1936'27.04 METERS (88.71 FT) EAST-SOUTHEAST FROM THE SOUTHEAST
 ED1936'CORNER OF A YELLOW CINDER BLOCK HOUSE.
 ED1936'6.90 METERS (22.64 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 ED1936'CENTER OF PAVED ROAD.
 ED1936'7.70 METERS (25.26 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED1936'CENTER OF DIRT DRIVE TO THE YELLOW HOUSE.
 ED1936'1.71 METERS (5.61 FT) SOUTH FROM A TELEPHONE POLE WITH ONE
 ED1936'GUY WIRE.
 ED1936'
 ED1936'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED1936'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1834 ***********************************************************************
 EC1834  DESIGNATION -  42 027
 EC1834  PID         -  EC1834
 EC1834  STATE/COUNTY-  SC/SPARTANBURG
 EC1834  USGS QUAD   -  MOORE (1983)
 EC1834
 EC1834                         *CURRENT SURVEY CONTROL
 EC1834  ___________________________________________________________________
 EC1834* NAD 83(2001)-  34 52 13.13459(N)    081 56 51.12186(W)     ADJUSTED  
 EC1834* NAVD 88     -       242.5    (meters)     796.     (feet)  VERT ANG  
 EC1834  ___________________________________________________________________
 EC1834  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EC1834  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EC1834
 EC1834  HORZ ORDER  -  SECOND
 EC1834
 EC1834.The horizontal coordinates were established by classical geodetic methods
 EC1834.and adjusted by the National Geodetic Survey in March 2004..
 EC1834
 EC1834.The orthometric height was determined by vertical angle observations.
 EC1834
 EC1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1834
 EC1834.The geoid height was determined by GEOID03.
 EC1834
 EC1834;                    North         East     Units Scale Factor Converg.
 EC1834;SPC SC       -   337,206.097   522,965.176   MT  1.00001336   -0 31 31.1
 EC1834;SPC SC       - 1,106,319.22  1,715,765.01   iFT  1.00001336   -0 31 31.1
 EC1834;UTM  17      - 3,859,071.089   413,398.395   MT  0.99969243   -0 32 30.3
 EC1834
 EC1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1834!SPC SC       -   0.99996685  x   1.00001336  =   0.99998021
 EC1834!UTM  17      -   0.99996685  x   0.99969243  =   0.99965929
 EC1834
 EC1834:                Primary Azimuth Mark                     Grid Az
 EC1834:SPC SC       -  42 027 AZ MK                             054 19 16.4
 EC1834:UTM  17      -  42 027 AZ MK                             054 20 15.6
 EC1834
 EC1834|---------------------------------------------------------------------|
 EC1834| PID    Reference Object                     Distance      Geod. Az  |
 EC1834|                                                           dddmmss.s |
 EC1834| EC1835 42 027 AZ MK                        412.440 METERS 0534745.3 |
 EC1834| EC2606 TP SPA 166                          249.673 METERS 21514     |
 EC1834|---------------------------------------------------------------------|
 EC1834
 EC1834                          SUPERSEDED SURVEY CONTROL
 EC1834
 EC1834  NAD 83(1986)-  34 52 13.14628(N)    081 56 51.12287(W) AD(       ) 2
 EC1834  NAD 27      -  34 52 12.69957(N)    081 56 51.75131(W) AD(       ) 2
 EC1834  NGVD 29 (07/19/86)  242.9    (m)          797.     (f) VERT ANG       
 EC1834
 EC1834.Superseded values are not recommended for survey control.
 EC1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1834.See file dsdata.txt to determine how the superseded data were derived.
 EC1834
 EC1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1339859071(NAD 83)
 EC1834_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1834_SP_SET: CONCRETE POST
 EC1834_STAMPING: HORZ 42 027 1982
 EC1834_MARK LOGO: SCGS  
 EC1834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1834+STABILITY: SURFACE MOTION
 EC1834
 EC1834  HISTORY     - Date     Condition        Report By
 EC1834  HISTORY     - 1982     MONUMENTED       SCGS
 EC1834  HISTORY     - 1982     GOOD             SCGS
 EC1834  HISTORY     - 19880831 GOOD             SCGS
 EC1834
 EC1834                          STATION DESCRIPTION
 EC1834
 EC1834'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1834'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTH OF
 EC1834'SPARTANBURG, 8.0 KM (5.0 MI) NORTHWEST OF PAULINE, 2.4 KM
 EC1834'(1.5 MI) SOUTHEAST OF ROEBUCK.
 EC1834'OWNERSHIP--MISS JUNE RAY, ROUTE 1, ROEBUCK SC 29203, PHONE
 EC1834'803-576-4378.
 EC1834'
 EC1834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC1834'221 AND STATE HIGHWAY 215.  GO SOUTHWEST ON HIGHWAY 215
 EC1834'FOR 0.7 KM (0.45 MI) TO A COUNTY ROAD LEFT, S-42-88.
 EC1834'TURN LEFT AND GO NORTHEASTERLY FOR 0.8 KM (0.5 MI)
 EC1834'TO A CROSSROAD, COUNTY ROAD S-42-500 AND THE STATION SET
 EC1834'IN THE SOUTHEAST CORNER OF THE INTERSECTION, IN THE FRONT
 EC1834'LAWN OF A WHITE HOUSE.
 EC1834'
 EC1834'THE STATION IS A STANDARD SCGS DISK
 EC1834'STAMPED---HORZ 42 027 1982---,
 EC1834'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1834'FLUSH WITH GROUND.  IT IS LOCATED
 EC1834'37.58 METERS (123.3 FT) NORTH-NORTHWEST FROM THE
 EC1834'NORTHWEST CORNER OF A WHITE TWO STORY HOUSE,
 EC1834'14.10 METERS (46.26 FT) EAST-NORTHEAST FROM THE CENTER
 EC1834'OF THE JUNCTION OF S-42-500 AND S-42-88,
 EC1834'2.86 METERS (9.38 FT) NORTHWEST FROM THE MOST NORTHERLY
 EC1834'PECAN TREE AND
 EC1834'2.35 METERS (7.71 FT) SOUTHWEST FROM THE EDGE OF THE FIELD.
 EC1834'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1834'STAMPED---HORZ 42 027 1982---,
 EC1834'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1834'
 EC1834'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1834'STAMPED---AZ MK 42 027 1982---,
 EC1834'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1834'FLUSH WITH GROUND.  IT IS LOCATED
 EC1834'8.16 METERS (26.77 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1834'CENTER OF S-42-88,
 EC1834'3.55 METERS (11.65 FT) NORTH-NORTHEAST FROM A FIRE
 EC1834'HYDRANT,
 EC1834'1.95 METERS (6.40 FT) WEST FROM A METAL WATER METER
 EC1834'COVER AND
 EC1834'1.20 METERS (3.94 FT) SOUTH-SOUTHWEST FROM A TELEPHONE
 EC1834'POLE.
 EC1834'
 EC1834'TO REACH AZIMUTH MARK FROM THE STATION PROCEED AHEAD NORTHEASTERLY
 EC1834'ON S-42-88 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH ON THE LEFT.
 EC1834'
 EC1834'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 EC1834'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1834
 EC1834                          STATION RECOVERY (1982)
 EC1834
 EC1834'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1834'RECOVERED IN GOOD CONDITION.
 EC1834
 EC1834                          STATION RECOVERY (1988)
 EC1834
 EC1834'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1834'THE STATION IS LOCATED 5.5 MILES SOUTH OF SPARTANBURG AND 1.3 MILES
 EC1834'EAST-SOUTHEAST OF ROEBUCK.  OWNERSHIP--MISS JUNE RAY, ROUTE 1,
 EC1834'ROEBUCK, SC  29203, PHONE 803-576-4378.
 EC1834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 EC1834'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC1834'GO SOUTHEAST ON HIGHWAY 215 FOR 0.4 MILE TO THE JUNCTION OF STATE
 EC1834'ROAD 88 (CAROLINA COUNTRY CLUB ROAD), TURN LEFT ON ROAD 88 FOR 0.6
 EC1834'MILE TO THE JUNCTION OF STATE ROAD 500 (MCABEE ROAD) AND THE MARK IN
 EC1834'THE SOUTHEAST ANGLE OF THE ROADS.
 EC1834'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 10.0 FEET
 EC1834'ABOVE ROAD 500, 88.4 FEET EAST-SOUTHEAST OF THE CENTER OF ROAD 88,
 EC1834'125.2 FEET EAST-NORTHEAST OF THE CENTER OF ROAD 500, 9.0 FEET
 EC1834'NORTHWEST OF A 24.0 INCH PECAN TREE AT THE NORTHEAST EDGE OF THE
 EC1834'YARD, 73.7 FEET NORTH OF THE WEST CORNER OF THE PORCH OF A SHINGLE
 EC1834'SIDED HOUSE, 91.5 FEET NORTH-NORTHEAST OF THE CENTER OF THE DRIVEWAY,
 EC1834'61.8 FEET SOUTHEAST OF A WITNESS POST.
 EC1834'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1835 ***********************************************************************
 EC1835  DESIGNATION -  42 027 AZ MK
 EC1835  PID         -  EC1835
 EC1835  STATE/COUNTY-  SC/SPARTANBURG
 EC1835  USGS QUAD   -  MOORE (1983)
 EC1835
 EC1835                         *CURRENT SURVEY CONTROL
 EC1835  ___________________________________________________________________
 EC1835* NAD 83(2001)-  34 52 21.03976(N)    081 56 38.01779(W)     ADJUSTED  
 EC1835* NAVD 88     -       240.7    (meters)     790.     (feet)  VERT ANG  
 EC1835  ___________________________________________________________________
 EC1835  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EC1835  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EC1835
 EC1835  HORZ ORDER  -  SECOND
 EC1835
 EC1835.The horizontal coordinates were established by classical geodetic methods
 EC1835.and adjusted by the National Geodetic Survey in March 2004..
 EC1835
 EC1835.The orthometric height was determined by vertical angle observations.
 EC1835
 EC1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1835
 EC1835.The geoid height was determined by GEOID03.
 EC1835
 EC1835;                    North         East     Units Scale Factor Converg.
 EC1835;SPC SC       -   337,446.652   523,300.206   MT  1.00001416   -0 31 23.9
 EC1835;SPC SC       - 1,107,108.44  1,716,864.19   iFT  1.00001416   -0 31 23.9
 EC1835;UTM  17      - 3,859,311.470   413,733.385   MT  0.99969172   -0 32 22.9
 EC1835
 EC1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1835!SPC SC       -   0.99996713  x   1.00001416  =   0.99998129
 EC1835!UTM  17      -   0.99996713  x   0.99969172  =   0.99965886
 EC1835
 EC1835:                Primary Azimuth Mark                     Grid Az
 EC1835:SPC SC       -  42 027                                   234 19 16.7
 EC1835:UTM  17      -  42 027                                   234 20 15.7
 EC1835
 EC1835|---------------------------------------------------------------------|
 EC1835| PID    Reference Object                     Distance      Geod. Az  |
 EC1835|                                                           dddmmss.s |
 EC1835| EC1834 42 027                              412.440 METERS 2334752.8 |
 EC1835|---------------------------------------------------------------------|
 EC1835
 EC1835                          SUPERSEDED SURVEY CONTROL
 EC1835
 EC1835  NAD 83(1986)-  34 52 21.05149(N)    081 56 38.01881(W) AD(       ) 2
 EC1835  NAD 27      -  34 52 20.60465(N)    081 56 38.64755(W) AD(       ) 2
 EC1835  NGVD 29 (07/19/86)  241.1    (m)          791.     (f) VERT ANG       
 EC1835
 EC1835.Superseded values are not recommended for survey control.
 EC1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1835.See file dsdata.txt to determine how the superseded data were derived.
 EC1835
 EC1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1373359311(NAD 83)
 EC1835_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1835_SP_SET: CONCRETE POST
 EC1835_STAMPING: AZ MK 42 027 1982
 EC1835_MARK LOGO: SCGS  
 EC1835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1835+STABILITY: SURFACE MOTION
 EC1835
 EC1835  HISTORY     - Date     Condition        Report By
 EC1835  HISTORY     - 1982     MONUMENTED       SCGS
 EC1835  HISTORY     - 1982     GOOD             SCGS
 EC1835  HISTORY     - 19880831 GOOD             SCGS
 EC1835
 EC1835                          STATION DESCRIPTION
 EC1835
 EC1835'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1835'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTH OF
 EC1835'SPARTANBURG, 8.0 KM (5.0 MI) NORTHWEST OF PAULINE, 2.4 KM
 EC1835'(1.5 MI) SOUTHEAST OF ROEBUCK, STATION IS LOCATED ALONG ROAD
 EC1835'RIGHT-OF-WAY.
 EC1835'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP
 EC1835'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1835'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1835'
 EC1835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221
 EC1835'AND STATE HIGHWAY 215.  GO SOUTHWEST ON HIGHWAY 215 FOR
 EC1835'0.7 KM (0.45 MI) TO A COUNTY ROAD LEFT, S-42-8.
 EC1835'TURN LEFT AND GO NORTHEASTERLY FOR 0.8 KM (0.5 MI)
 EC1835'TO A CROSSROAD, COUNTY ROAD S-42-500, CONTINUE AHEAD
 EC1835'ON S-42-88 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 EC1835'
 EC1835'THE STATION IS A STANDARD SCGS DISK
 EC1835'STAMPED---AZ MK 42 027 1982---,
 EC1835'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1835'FLUSH WITH GROUND.  IT IS LOCATED
 EC1835'8.16 METERS (26.77 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1835'CENTER OF S-42-88,
 EC1835'3.55 METERS (11.65 FT) NORTH-NORTHEAST FROM A FIRE HYDRANT,
 EC1835'1.95 METERS (6.40 FT) WEST FROM A METAL WATER METER
 EC1835'COVER AND
 EC1835'1.20 METERS (3.94 FT) SOUTH-SOUTHWEST FROM A TELEPHONE
 EC1835'POLE.
 EC1835'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1835'STAMPED---AZ MK 42 027 1982---,
 EC1835'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1835'
 EC1835'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 EC1835'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1835
 EC1835                          STATION RECOVERY (1982)
 EC1835
 EC1835'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1835'RECOVERED IN GOOD CONDITION.
 EC1835
 EC1835                          STATION RECOVERY (1988)
 EC1835
 EC1835'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1835'THE STATION IS LOCATED 5.3 MILES SOUTH OF SPARTANBURG AND 1.4 MILES
 EC1835'EAST-SOUTHEAST OF ROEBUCK.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND
 EC1835'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC1835'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC1835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 EC1835'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC1835'GO SOUTHEAST ON HIGHWAY 215 FOR 0.4 MILE TO THE JUNCTION OF STATE
 EC1835'ROAD 88 (CAROLINA COUNTRY CLUB ROAD), TURN LEFT ON ROAD 88 FOR 0.6
 EC1835'MILES TO THE JUNCTION OF STATE ROAD 500 (MCABEE ROAD), CONTINUE ON
 EC1835'ROAD 88 FOR 0.3 MILES TO THE MARK ON THE LEFT.
 EC1835'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 EC1835'ABOVE THE ROAD, 3.5 FEET SOUTH-SOUTHWEST OF A POWER POLE, 59.8 FEET
 EC1835'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 26.6 FEET
 EC1835'NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 11.0 FEET NORTHEAST OF A
 EC1835'FIRE HYDRANT, 85.5 FEET WEST-SOUTHWEST OF THE CENTER OF A DIRT DRIVE,
 EC1835'3.4 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 EC1835'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1296 ***********************************************************************
 ED1296  DESIGNATION -  42 028
 ED1296  PID         -  ED1296
 ED1296  STATE/COUNTY-  SC/SPARTANBURG
 ED1296  USGS QUAD   -  GREER (1983)
 ED1296
 ED1296                         *CURRENT SURVEY CONTROL
 ED1296  ___________________________________________________________________
 ED1296* NAD 83(2001)-  34 53 34.71097(N)    082 09 37.03286(W)     ADJUSTED  
 ED1296* NAVD 88     -       284.823  (meters)     934.46   (feet)  ADJUSTED  
 ED1296  ___________________________________________________________________
 ED1296  X           -     714,398.050 (meters)                     COMP
 ED1296  Y           -  -5,188,484.408 (meters)                     COMP
 ED1296  Z           -   3,628,279.552 (meters)                     COMP
 ED1296  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 ED1296  ELLIP HEIGHT-         253.51  (meters)          (03/27/03) GPS OBS
 ED1296  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 ED1296  DYNAMIC HT  -         284.539 (meters)     933.52  (feet)  COMP
 ED1296  MODELED GRAV-     979,627.3   (mgal)                       NAVD 88
 ED1296
 ED1296  HORZ ORDER  -  SECOND
 ED1296  VERT ORDER  -  FIRST     CLASS II
 ED1296  ELLP ORDER  -  FOURTH    CLASS II
 ED1296
 ED1296.The horizontal coordinates were established by classical geodetic methods
 ED1296.and adjusted by the National Geodetic Survey in March 2003..
 ED1296
 ED1296.The orthometric height was determined by differential leveling
 ED1296.and adjusted by the National Geodetic Survey in June 1991..
 ED1296
 ED1296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1296
 ED1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1296
 ED1296.The ellipsoidal height was determined by GPS observations
 ED1296.and is referenced to NAD 83.
 ED1296
 ED1296.The geoid height was determined by GEOID03.
 ED1296
 ED1296.The dynamic height is computed by dividing the NAVD 88
 ED1296.geopotential number by the normal gravity value computed on the
 ED1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1296.degrees latitude (g = 980.6199 gals.).
 ED1296
 ED1296.The modeled gravity was interpolated from observed gravity values.
 ED1296
 ED1296;                    North         East     Units Scale Factor Converg.
 ED1296;SPC SC       -   339,918.229   503,541.725   MT  1.00002175   -0 38 35.7
 ED1296;SPC SC       - 1,115,217.29  1,652,039.78   iFT  1.00002175   -0 38 35.7
 ED1296;UTM  17      - 3,861,788.662   393,981.701   MT  0.99973853   -0 39 49.7
 ED1296
 ED1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1296!SPC SC       -   0.99996021  x   1.00002175  =   0.99998196
 ED1296!UTM  17      -   0.99996021  x   0.99973853  =   0.99969875
 ED1296
 ED1296:                Primary Azimuth Mark                     Grid Az
 ED1296:SPC SC       -  42 028 AZ MK                             057 10 31.0
 ED1296:UTM  17      -  42 028 AZ MK                             057 11 45.0
 ED1296
 ED1296|---------------------------------------------------------------------|
 ED1296| PID    Reference Object                     Distance      Geod. Az  |
 ED1296|                                                           dddmmss.s |
 ED1296| ED1297 42 028 AZ MK                        APPROX. 1.2 KM 0563155.3 |
 ED1296| ED1997 DUNCAN LOT                          APPROX. 2.1 KM 0602157.8 |
 ED1296|---------------------------------------------------------------------|
 ED1296
 ED1296                          SUPERSEDED SURVEY CONTROL
 ED1296
 ED1296  NAD 83(1995)-  34 53 34.71119(N)    082 09 37.03166(W) AD(       ) 2
 ED1296  ELLIP H (12/20/99)  253.52   (m)                       GP(       ) 4 1
 ED1296  NAD 83(1986)-  34 53 34.72235(N)    082 09 37.03382(W) AD(       ) 2
 ED1296  NAD 27      -  34 53 34.29806(N)    082 09 37.64883(W) AD(       ) 2
 ED1296  NAVD 88 (03/10/92)  284.82   (m)          934.4    (f) LEVELING    3  
 ED1296  NGVD 29 (09/16/91)  284.916  (m)          934.76   (f) ADJUSTED    1 2
 ED1296
 ED1296.Superseded values are not recommended for survey control.
 ED1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1296.See file dsdata.txt to determine how the superseded data were derived.
 ED1296
 ED1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9398261789(NAD 83)
 ED1296_MARKER: DD = SURVEY DISK
 ED1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1296_SP_SET: CONCRETE POST
 ED1296_STAMPING: HORZ 42 028 1982
 ED1296_MARK LOGO: SCGS  
 ED1296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1296+STABILITY: SURFACE MOTION
 ED1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1296+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1993
 ED1296
 ED1296  HISTORY     - Date     Condition        Report By
 ED1296  HISTORY     - 1982     MONUMENTED       SCGS
 ED1296  HISTORY     - 1982     GOOD             SCGS
 ED1296  HISTORY     - 19880808 GOOD             SCGS
 ED1296  HISTORY     - 19891215 GOOD             SCGS
 ED1296  HISTORY     - 19900608 GOOD
 ED1296  HISTORY     - 19930101 GOOD             SCGS
 ED1296
 ED1296                          STATION DESCRIPTION
 ED1296
 ED1296'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1296'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHEAST OF
 ED1296'GREER, 6.4 KM (4.0 MI) NORTHWEST OF REIDVILLE, 4.8 KM (3.0 MI)
 ED1296'SOUTH OF DUNCAN.  STATION IS SET ALONG ROAD RIGHT-OF-WAY.
 ED1296'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1296'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1296'
 ED1296'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE
 ED1296'HIGHWAY 101 AND INTERSTATE 85.  GO NORTHERLY ON 101 FOR
 ED1296'0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 ED1296'
 ED1296'THE STATION IS A STANDARD SCGS DISK
 ED1296'STAMPED---HORZ 42 028 1982---,
 ED1296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1296'FLUSH WITH GROUND.  IT IS LOCATED
 ED1296'19.24 METER (63.14 FT) NORTH FROM THE NORTH CORNER
 ED1296'OF THE HIGHWAY 101 BRIDGE OVER INTERSTATE 85.
 ED1296'11.76 METER (38.58 FT) NORTHEAST FROM THE APPROXIMATE
 ED1296'CENTER OF HIGHWAY 101.
 ED1296'2.94 METER (9.65 FT) WEST-NORTHWEST FROM A ROUND
 ED1296'TELEPHONE JUNCTION BOX.
 ED1296'0.90 METER (2.95 FT) NORTH-NORTHWEST FROM A METAL
 ED1296'WITNESS POST.
 ED1296'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1296'STAMPED---HORZ 42 028 1982---,
 ED1296'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1296'
 ED1296'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1296'STAMPED---AZ MK 42 028 1982---,
 ED1296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1296'FLUSH WITH GROUND.  IT IS LOCATED
 ED1296'20.90 METER (68.57 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED1296'CENTER OF INTERSTATE 85 SOUTH BOUND.
 ED1296'15.38 METER (50.46 FT) SOUTH-SOUTHEAST FROM A FIVE FOOT
 ED1296'HIGH WIRE FENCE.
 ED1296'12.30 METER (40.35 FT) SOUTHWEST FROM A LARGE TWIN-TRUNKED
 ED1296'OAK TREE.
 ED1296'0.55 METER (1.81 FT) SOUTH-SOUTHEAST FROM A METAL
 ED1296'WITNESS POST.
 ED1296'
 ED1296'TO REACH AZIMUTH MARK FROM THE THE JUNCTION OVERPASS
 ED1296'OF STATE HIGHWAY 101 AND INTERSTATE 85.  GO SOUTHERLY
 ED1296'ON HIGHWAY 101 FOR 0.1 KM (0.05 MI) TO A ROAD LEFT FOR
 ED1296'INTERSTATE 85 NORTH, TURN LEFT AND GO NORTHEASTERLY
 ED1296'ON INTERSTATE 85 NORTH FOR 1.2 KM (0.75 MI) TO THE AZIMUTH
 ED1296'ON THE LEFT, SET ON THE NORTH SIDE OF THE SOUTHBOUND LANE,
 ED1296'ON A 20 FOOT CUT BANK.
 ED1296'
 ED1296'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1296'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1296
 ED1296                          STATION RECOVERY (1982)
 ED1296
 ED1296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1296'RECOVERED IN GOOD CONDITION.
 ED1296
 ED1296                          STATION RECOVERY (1988)
 ED1296
 ED1296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1296'STATION IS LOCATED 4.9 MI SOUTHEAST OF GREER, 3.2 MI SOUTH
 ED1296'SOUTHWEST OF DUNCAN. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 ED1296'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1296'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED1296'STATE HIGHWAY 101 (2.7 MI SOUTH OF DUNCAN), GO NORTH ON HIGHWAY 101
 ED1296'FOR 0.05 MI TO THE MARK NEAR A TELEPHONE JUNCTION BOX AT THE NORTH
 ED1296'CORNER OF THE OVERPASS.
 ED1296'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 114.0 FT SOUTH
 ED1296'SOUTHEAST OF THE CENTER OF AN EXIT RAMP ROAD FROM INTERSTATE 85,
 ED1296'63.5 FT NORTH OF THE NORTH CORNER OF THE BRIDGE, 38.7 FT NORTHEAST
 ED1296'OF THE CENTER OF HIGHWAY 101, 10.0 FT WEST NORTHWEST OF THE JUNCTION
 ED1296'BOX, 17.7 FT NORTHEAST OF A WITNESS POST.
 ED1296
 ED1296                          STATION RECOVERY (1989)
 ED1296
 ED1296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1296'RECOVERED IN GOOD CONDITION.
 ED1296
 ED1296                          STATION RECOVERY (1990)
 ED1296
 ED1296'RECOVERED 1990
 ED1296'RECOVERED IN GOOD CONDITION.
 ED1296
 ED1296                          STATION RECOVERY (1993)
 ED1296
 ED1296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED1296'STATION IS LOCATED 4.9 MILES (7.9 KM) SOUTHEAST OF GREER, 3.2 MILES
 ED1296'(5.1 KM) SOUTH SOUTHWEST OF DUNCAN.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1296'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED1296'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED1296'STATE HIGHWAY 101, 2.7 MILES (4.3 KM) SOUTH OF DUNCAN, GO NORTH ON
 ED1296'HIGHWAY 101 FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A TELEPHONE
 ED1296'JUNCTION BOX AT THE NORTH CORNER OF THE OVERPASS.  STATION IS A
 ED1296'CONCRETE POST FLUSH WITH THE GROUND, 114.0 FEET (34.7 M) SOUTH
 ED1296'SOUTHEAST OF THE CENTER OF AN EXIT RAMP ROAD FROM INTERSTATE 85, 63.5
 ED1296'FEET (19.4 M) NORTH OF THE NORTH CORNER OF THE BRIDGE, 38.7 FEET (11.8
 ED1296'M) NORTHEAST OF THE CENTER OF HIGHWAY 101, 10.0 FEET (3.0 M) WEST
 ED1296'NORTHWEST OF THE JUNCTION BOX, 17.7 FEET (5.4 M) NORTHEAST OF A
 ED1296'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1297 ***********************************************************************
 ED1297  DESIGNATION -  42 028 AZ MK
 ED1297  PID         -  ED1297
 ED1297  STATE/COUNTY-  SC/SPARTANBURG
 ED1297  USGS QUAD   -  GREER (1983)
 ED1297
 ED1297                         *CURRENT SURVEY CONTROL
 ED1297  ___________________________________________________________________
 ED1297* NAD 83(2001)-  34 53 56.78466(N)    082 08 56.50133(W)     ADJUSTED  
 ED1297* NAVD 88     -       263.667  (meters)     865.05   (feet)  ADJUSTED  
 ED1297  ___________________________________________________________________
 ED1297  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 ED1297  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 ED1297  DYNAMIC HT  -         263.404 (meters)     864.18  (feet)  COMP
 ED1297  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 ED1297
 ED1297  HORZ ORDER  -  SECOND
 ED1297  VERT ORDER  -  FIRST     CLASS II
 ED1297
 ED1297.The horizontal coordinates were established by classical geodetic methods
 ED1297.and adjusted by the National Geodetic Survey in March 2004..
 ED1297.No horizontal observational check was made to the station.
 ED1297
 ED1297.The orthometric height was determined by differential leveling
 ED1297.and adjusted by the National Geodetic Survey in June 1991..
 ED1297
 ED1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1297
 ED1297.The geoid height was determined by GEOID03.
 ED1297
 ED1297.The dynamic height is computed by dividing the NAVD 88
 ED1297.geopotential number by the normal gravity value computed on the
 ED1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1297.degrees latitude (g = 980.6199 gals.).
 ED1297
 ED1297.The modeled gravity was interpolated from observed gravity values.
 ED1297
 ED1297;                    North         East     Units Scale Factor Converg.
 ED1297;SPC SC       -   340,586.934   504,578.374   MT  1.00002404   -0 38 13.3
 ED1297;SPC SC       - 1,117,411.20  1,655,440.86   iFT  1.00002404   -0 38 13.3
 ED1297;UTM  17      - 3,862,456.805   395,018.293   MT  0.99973583   -0 39 26.8
 ED1297
 ED1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1297!SPC SC       -   0.99996353  x   1.00002404  =   0.99998757
 ED1297!UTM  17      -   0.99996353  x   0.99973583  =   0.99969937
 ED1297
 ED1297                          SUPERSEDED SURVEY CONTROL
 ED1297
 ED1297  NAD 83(1986)-  34 53 56.79650(N)    082 08 56.50240(W) AD(       ) 2
 ED1297  NAD 27      -  34 53 56.37177(N)    082 08 57.11782(W) AD(       ) 2
 ED1297  NGVD 29 (09/16/91)  263.760  (m)          865.35   (f) ADJUSTED    1 2
 ED1297
 ED1297.Superseded values are not recommended for survey control.
 ED1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1297.See file dsdata.txt to determine how the superseded data were derived.
 ED1297
 ED1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9501862457(NAD 83)
 ED1297_MARKER: DD = SURVEY DISK
 ED1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1297_SP_SET: CONCRETE POST
 ED1297_STAMPING: AZ MK 42 028 1982
 ED1297_MARK LOGO: SCGS  
 ED1297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1297+STABILITY: SURFACE MOTION
 ED1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1297+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988
 ED1297
 ED1297  HISTORY     - Date     Condition        Report By
 ED1297  HISTORY     - 1982     MONUMENTED       SCGS
 ED1297  HISTORY     - 1982     GOOD             SCGS
 ED1297  HISTORY     - 19880808 GOOD             SCGS
 ED1297
 ED1297                          STATION DESCRIPTION
 ED1297
 ED1297'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1297'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHEAST OF
 ED1297'GREER, 6.4 KM (4.0 MI) NORTHWEST OF REIDVILLE, 4.8 KM
 ED1297'(3.0 MI) SOUTH OF DUNCAN.  STATION IS SET ALONG INTERSTATE
 ED1297'HIGHWAY 85 ROAD RIGHT-OF-WAY.
 ED1297'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1297'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1297'
 ED1297'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE
 ED1297'HIGHWAY 101 AND INTERSTATE 85.  GO SOUTHERLY ON HIGHWAY 101
 ED1297'FOR 0.1 KM (0.05 MI) TO A ROAD LEFT FOR INTERSTATE 85 NORTH,
 ED1297'TURN LEFT AND GO NORTHEASTERLY ON INTERSTATE 85 NORTH FOR
 ED1297'1.2 KM (0.75 MI) TO THE STATION ON THE LEFT, SET ON THE
 ED1297'NORTH SIDE OF THE SOUTHBOUND LAND ON A 20 FOOT CUT BANK.
 ED1297'
 ED1297'THE STATION IS A STANDARD SCGS DISK
 ED1297'STAMPED---AZ MK 42 028 1982---,
 ED1297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1297'FLUSH WITH GROUND.  IT IS LOCATED
 ED1297'20.90 METERS (68.57 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED1297'CENTER OF INTERSTATE 85 SOUTH BOUND LANE.
 ED1297'15.38 METERS (50.46 FT) SOUTH-SOUTHEAST FROM A FIVE FOOT
 ED1297'HIGH WIRE FENCE.
 ED1297'12.30 METERS (40.35 FT) SOUTHWEST FROM A LARGE TWIN
 ED1297'TRUNK OAK TREE.
 ED1297'0.55 METER (1.81 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS
 ED1297'POST.
 ED1297'
 ED1297'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 ED1297'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1297
 ED1297                          STATION RECOVERY (1982)
 ED1297
 ED1297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1297'RECOVERED IN GOOD CONDITION.
 ED1297
 ED1297                          STATION RECOVERY (1988)
 ED1297
 ED1297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1297'STATION IS LOCATED 5.2 MI SOUTHEAST OF GREER, 2.7 MI SOUTH OF
 ED1297'DUNCAN. OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION ENGINEER,
 ED1297'P. O. BOX 191, COLUMBIA, SC 29202.
 ED1297'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED1297'STATE HIGHWAY 101, (2.7 MI SOUTH OF DUNCAN), GO SOUTHEAST ON HIGHWAY
 ED1297'101 FOR (O.05 MI TO THE ON RAMP OF INTERSTATE 85 NORTH, TURN LEFT
 ED1297'ONTO THE RAMP OF INTERSTATE 85 FOR 0.75 MI TO THE MARK ON THE LEFT,
 ED1297'ON THE NORTHWEST SIDE OF A CONCRETE DITCH LINE, ON THE NORTHWEST SIDE
 ED1297'OF THE INTERSTATE.
 ED1297'STATION IS A CONCRETE POST FLUSH WITH THE GROUND,250.7 FT EAST OF A
 ED1297'48-INCH STEEL PIPE SUPPORTING A BILLBOARD, 68.4 FT NORTH NORTHWEST
 ED1297'OF THE CENTER OF THE SOUTH BOUND LANES OF THE INTERSTATE, 50.8 FT
 ED1297'SOUTH SOUTHEAST OF A WIRE FENCE LINE, 2.0 FT SOUTH SOUTHEAST OF A
 ED1297'WITNESS POST, 64.0 FT SOUTH SOUTHWEST OF A REFERENCE WASHER IN A
 ED1297'FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1289 ***********************************************************************
 ED1289  DESIGNATION -  42 029
 ED1289  PID         -  ED1289
 ED1289  STATE/COUNTY-  SC/SPARTANBURG
 ED1289  USGS QUAD   -  GREER (1983)
 ED1289
 ED1289                         *CURRENT SURVEY CONTROL
 ED1289  ___________________________________________________________________
 ED1289* NAD 83(2001)-  34 55 36.59701(N)    082 12 21.65389(W)     ADJUSTED  
 ED1289* NAVD 88     -       285.193  (meters)     935.67   (feet)  ADJUSTED  
 ED1289  ___________________________________________________________________
 ED1289  X           -     709,965.391 (meters)                     COMP
 ED1289  Y           -  -5,186,923.440 (meters)                     COMP
 ED1289  Z           -   3,631,360.081 (meters)                     COMP
 ED1289  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 ED1289  ELLIP HEIGHT-         253.89  (meters)          (03/27/03) GPS OBS
 ED1289  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 ED1289  DYNAMIC HT  -         284.906 (meters)     934.73  (feet)  COMP
 ED1289  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 ED1289
 ED1289  HORZ ORDER  -  SECOND
 ED1289  VERT ORDER  -  FIRST     CLASS II
 ED1289  ELLP ORDER  -  FOURTH    CLASS II
 ED1289
 ED1289.The horizontal coordinates were established by classical geodetic methods
 ED1289.and adjusted by the National Geodetic Survey in March 2003..
 ED1289
 ED1289.The orthometric height was determined by differential leveling
 ED1289.and adjusted by the National Geodetic Survey in June 1991..
 ED1289
 ED1289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1289
 ED1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1289
 ED1289.The ellipsoidal height was determined by GPS observations
 ED1289.and is referenced to NAD 83.
 ED1289
 ED1289.The geoid height was determined by GEOID03.
 ED1289
 ED1289.The dynamic height is computed by dividing the NAVD 88
 ED1289.geopotential number by the normal gravity value computed on the
 ED1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1289.degrees latitude (g = 980.6199 gals.).
 ED1289
 ED1289.The modeled gravity was interpolated from observed gravity values.
 ED1289
 ED1289;                    North         East     Units Scale Factor Converg.
 ED1289;SPC SC       -   343,722.016   499,405.881   MT  1.00003458   -0 40 07.0
 ED1289;SPC SC       - 1,127,696.90  1,638,470.74   iFT  1.00003458   -0 40 07.0
 ED1289;UTM  17      - 3,865,592.900   389,848.441   MT  0.99974954   -0 41 26.0
 ED1289
 ED1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1289!SPC SC       -   0.99996015  x   1.00003458  =   0.99999473
 ED1289!UTM  17      -   0.99996015  x   0.99974954  =   0.99970970
 ED1289
 ED1289:                Primary Azimuth Mark                     Grid Az
 ED1289:SPC SC       -  DUNCAN SJWD STANDPIPE                    103 01 12.0
 ED1289:UTM  17      -  DUNCAN SJWD STANDPIPE                    103 02 31.0
 ED1289
 ED1289|---------------------------------------------------------------------|
 ED1289| PID    Reference Object                     Distance      Geod. Az  |
 ED1289|                                                           dddmmss.s |
 ED1289| ED1998 DUNCAN SJWD STANDPIPE               APPROX. 4.4 KM 1022105.0 |
 ED1289| ED1290 42 029 AZ MK                        446.770 METERS 1122934.5 |
 ED1289|---------------------------------------------------------------------|
 ED1289
 ED1289                          SUPERSEDED SURVEY CONTROL
 ED1289
 ED1289  NAD 83(1995)-  34 55 36.59744(N)    082 12 21.65236(W) AD(       ) 2
 ED1289  ELLIP H (12/20/99)  253.93   (m)                       GP(       ) 4 1
 ED1289  NAD 83(1986)-  34 55 36.60686(N)    082 12 21.65514(W) AD(       ) 2
 ED1289  NAD 27      -  34 55 36.18880(N)    082 12 22.26154(W) AD(       ) 2
 ED1289  NAVD 88 (03/10/92)  285.19   (m)          935.7    (f) LEVELING    3  
 ED1289  NGVD 29 (09/16/91)  285.279  (m)          935.95   (f) ADJUSTED    1 2
 ED1289
 ED1289.Superseded values are not recommended for survey control.
 ED1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1289.See file dsdata.txt to determine how the superseded data were derived.
 ED1289
 ED1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8984865593(NAD 83)
 ED1289_MARKER: DD = SURVEY DISK
 ED1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1289_SP_SET: CONCRETE POST
 ED1289_STAMPING: HORZ 42 029 1982
 ED1289_MARK LOGO: SCGS  
 ED1289_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1289+STABILITY: SURFACE MOTION
 ED1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1289+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2000
 ED1289
 ED1289  HISTORY     - Date     Condition        Report By
 ED1289  HISTORY     - 1982     MONUMENTED       SCGS
 ED1289  HISTORY     - 1982     GOOD             SCGS
 ED1289  HISTORY     - 19880808 GOOD             SCGS
 ED1289  HISTORY     - 19891215 GOOD             SCGS
 ED1289  HISTORY     - 19900612 GOOD
 ED1289  HISTORY     - 19921207 GOOD             SCGS
 ED1289  HISTORY     - 19930101 GOOD             SCGS
 ED1289  HISTORY     - 20000802 GOOD             SCGS
 ED1289
 ED1289                          STATION DESCRIPTION
 ED1289
 ED1289'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1289'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST
 ED1289'OF GREER, 6.4 KM (4.0 MI) SOUTHWEST OF LYMAN, 9.6 KM (6.0 MI)
 ED1289'NORTHWEST OF REIDVILLE.
 ED1289'OWNERSHIP--MR CHARLES HUIT, VICTOR AVENUE EXTENSION,
 ED1289'GREER SC 29651, PHONE 803-879-2713.
 ED1289'
 ED1289'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED1289'101, 357, AND 290 AT THE SOUTH EDGE OF GREER.  GO
 ED1289'SOUTH ON HIGHWAY 101 FOR 0.2 KM (0.1 MI) TO A ROAD LEFT
 ED1289'(VICTOR AVENUE), TURN LEFT AND GO SOUTHEASTERLY FOR 1.8 KM
 ED1289'(1.1 MI) TO THE STATION ON THE RIGHT.
 ED1289'
 ED1289'THE STATION IS A STANDARD SCGS DISK
 ED1289'STAMPED---HORZ 42 029 1982---,
 ED1289'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1289'FLUSH WITH GROUND.  IT IS LOCATED
 ED1289'23.1 METERS (75.8 FT) NORTH-NORTHEAST FROM THE NORTH
 ED1289'CORNER OF A SINGLE STORY WOOD FRAME HOUSE.
 ED1289'14.45 METERS (47.40 FT) EAST FROM A SIX INCH PECAN TREE.
 ED1289'8.53 METERS (28.00 FT) NORTHWEST FROM A PLASTIC WATER
 ED1289'METER COVER.
 ED1289'7.0 METERS (23.0 FT) SOUTHWEST FROM THE APPROXIMATE
 ED1289'CENTER OF VICTOR AVENUE.
 ED1289'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1289'STAMPED---HORZ 42 029 1982---,
 ED1289'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1289'
 ED1289'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1289'STAMPED---AZ MK 42 029 1982---,
 ED1289'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1289'FLUSH WITH GROUND.  IT IS LOCATED
 ED1289'6.95 METER (22.8 FT) NORTH FROM THE APPROXIMATE
 ED1289'CENTER OF VICTOR AVENUE.
 ED1289'4.57 METER (15.0 FT) WEST FROM THE APPROXIMATE
 ED1289'CENTER OF A SAND DRIVE LEADING TO A BRICK HOME.
 ED1289'1.34 METER (4.40 FT) SOUTHEAST FROM A METAL WITNESS
 ED1289'POST.
 ED1289'
 ED1289'TO REACH AZIMUTH MARK FROM THE STATION PROCEED 0.5 KM
 ED1289'(0.3 MI) ON VICTOR AVENUE TO THE AZIMUTH ON THE LEFT.
 ED1289'
 ED1289'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1289'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1289
 ED1289                          STATION RECOVERY (1982)
 ED1289
 ED1289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1289'RECOVERED IN GOOD CONDITION.
 ED1289
 ED1289                          STATION RECOVERY (1988)
 ED1289
 ED1289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1289'STATION IS LOCATED 1.5 MI SOUTHEAST OF GREER, 3.55 MI WEST OF
 ED1289'DUNCAN. OWNERSHIP--MR. CHARLES HUIT, VICTOR AVENUE EXTENSION, GREER,
 ED1289'SC 29651, PHONE--803-879-2713.
 ED1289'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357, 290 AND
 ED1289'101 IN GREER, GO SOUTHERLY ON HIGHWAY 101 FOR (O.1 MI TO THE JUNCTION
 ED1289'OF STATE ROAD 83 (VICTOR AVENUE), TURN LEFT ON ROAD 83 FOR 1.1 MI TO
 ED1289'THE MARK ON THE RIGHT, IN FRONT OF A WOODEN HOUSE 0.1 MI NORTHWEST
 ED1289'OF THE PEOPLES BAPTIST CHURCH.
 ED1289'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 76.4 FT NORTH
 ED1289'NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 54.6 FT WEST OF A POWER
 ED1289'POLE WITH A TRANSFORMER, 47.3 FT EAST OF A DOUBLE-TRUNKED PECAN
 ED1289'TREE, 24.0 FT WEST SOUTHWEST OF THE CENTER OF THE ROAD.
 ED1289
 ED1289                          STATION RECOVERY (1989)
 ED1289
 ED1289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1289'RECOVERED IN GOOD CONDITION.
 ED1289
 ED1289                          STATION RECOVERY (1990)
 ED1289
 ED1289'RECOVERED 1990
 ED1289'RECOVERED IN GOOD CONDITION.
 ED1289
 ED1289                          STATION RECOVERY (1992)
 ED1289
 ED1289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1289'RECOVERED AS DESCRIBED.
 ED1289
 ED1289                          STATION RECOVERY (1993)
 ED1289
 ED1289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED1289'STATION IS LOCATED 1.5 MILES (2.4 KM) SOUTHEAST OF GREER, 3.55 MILES
 ED1289'(5.71 KM) WEST OF DUNCAN.  OWNERSHIP--MR.  CHARLES HUIT, VICTOR AVENUE
 ED1289'EXTENSION, GREER, SC 29651, PHONE--803-879-2713.  TO REACH THE STATION
 ED1289'FROM THE JUNCTION OF STATE HIGHWAYS 357, 290 AND 101 IN GREER, GO
 ED1289'SOUTH ON HIGHWAY 101 FOR O.1 MILE TO THE JUNCTION OF STATE ROAD 83
 ED1289'(VICTOR AVENUE), TURN LEFT ON ROAD 83 FOR 1.1 MILES (1.8 KM) TO THE
 ED1289'STATION ON THE RIGHT IN FRONT OF A WOODEN HOUSE, 0.1 MILE (0.2 KM)
 ED1289'NORTHWEST OF THE PEOPLES BAPTIST CHURCH.  STATION IS A CONCRETE POST
 ED1289'FLUSH WITH THE GROUND, 76.4 FEET (23.3 M) NORTH NORTHEAST OF THE NORTH
 ED1289'CORNER OF THE HOUSE, 54.6 FEET (16.6 M) WEST OF A POWER POLE WITH A
 ED1289'TRANSFORMER, 47.3 FEET (14.4 M) EAST OF A DOUBLE-TRUNKED PECAN TREE,
 ED1289'24.0 FEET (7.3 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD.
 ED1289
 ED1289                          STATION RECOVERY (2000)
 ED1289
 ED1289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1289'STATION IS LOCATED 1.5 MILES (2.4 KM) SOUTHEAST OF GREER, 15.7 MILES
 ED1289'(25.3 KM) WEST OF SPARTANBURG.  OWNERSHIP--CHARLES HUIT, 211 VICTOR
 ED1289'AVENUE, GREER, SC 29651, PHONE 864-879-2713.  TO REACH THE STATION
 ED1289'FROM THE JUNCTION OF STATE HIGHWAYS 101 (LINE STREET) , 357 AND 290
 ED1289'(EAST POINSETT STREET) IN GREER, GO SOUTH ON HIGHWAY 101 FOR 0.1 MILE
 ED1289'(0.2 KM) TO THE JUNCTION OF STATE ROAD 83 (VICTOR AVENUE) , TURN LEFT
 ED1289'ON ROAD 83 FOR 1.1 MILES (1.8 KM) TO THE STATION ON THE RIGHT IN THE
 ED1289'FRONT YARD OF VINYL-SIDED HOUSE NUMBER 211.  STATION IS CONCRETE POST
 ED1289'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE ROAD, 23.6 FEET
 ED1289'(7.2 M) SOUTHWEST OF THE CENTER OF ROAD 83, 76.3 FEET (23.3 M) NORTH
 ED1289'NORTHEAST OF THE NORTH CORNER OF HOUSE NUMBER 211, 54.9 FEET (16.7 M)
 ED1289'EAST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 23.4 FEET
 ED1289'(7.1 M) NORTHWEST OF THE CENTER OF THE PAVED DRIVEWAY LEADING TO HOUSE
 ED1289'NUMBER 211, 9.6 FEET (2.9 M) SOUTHEAST OF THE SOUTH CORNER OF A WATER
 ED1289'METER BOX, 54.4 FEET (16.6 M) EAST OF A WITNESS POST. NOTE-STATION IS
 ED1289'INTERVISIBLE WITH SURVEY STATION 42 029 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1290 ***********************************************************************
 ED1290  DESIGNATION -  42 029 AZ MK
 ED1290  PID         -  ED1290
 ED1290  STATE/COUNTY-  SC/SPARTANBURG
 ED1290  USGS QUAD   -  GREER (1983)
 ED1290
 ED1290                         *CURRENT SURVEY CONTROL
 ED1290  ___________________________________________________________________
 ED1290* NAD 83(2001)-  34 55 31.05030(N)    082 12 05.39032(W)     ADJUSTED  
 ED1290* NAVD 88     -       278.141  (meters)     912.53   (feet)  ADJUSTED  
 ED1290  ___________________________________________________________________
 ED1290  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 ED1290  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 ED1290  DYNAMIC HT  -         277.861 (meters)     911.62  (feet)  COMP
 ED1290  MODELED GRAV-     979,621.6   (mgal)                       NAVD 88
 ED1290
 ED1290  HORZ ORDER  -  SECOND
 ED1290  VERT ORDER  -  FIRST     CLASS II
 ED1290
 ED1290.The horizontal coordinates were established by classical geodetic methods
 ED1290.and adjusted by the National Geodetic Survey in March 2004..
 ED1290
 ED1290.The orthometric height was determined by differential leveling
 ED1290.and adjusted by the National Geodetic Survey in June 1991..
 ED1290
 ED1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1290
 ED1290.The geoid height was determined by GEOID03.
 ED1290
 ED1290.The dynamic height is computed by dividing the NAVD 88
 ED1290.geopotential number by the normal gravity value computed on the
 ED1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1290.degrees latitude (g = 980.6199 gals.).
 ED1290
 ED1290.The modeled gravity was interpolated from observed gravity values.
 ED1290
 ED1290;                    North         East     Units Scale Factor Converg.
 ED1290;SPC SC       -   343,546.284   499,816.655   MT  1.00003399   -0 39 58.0
 ED1290;SPC SC       - 1,127,120.35  1,639,818.42   iFT  1.00003399   -0 39 58.0
 ED1290;UTM  17      - 3,865,417.061   390,259.031   MT  0.99974843   -0 41 16.6
 ED1290
 ED1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1290!SPC SC       -   0.99996127  x   1.00003399  =   0.99999526
 ED1290!UTM  17      -   0.99996127  x   0.99974843  =   0.99970971
 ED1290
 ED1290:                Primary Azimuth Mark                     Grid Az
 ED1290:SPC SC       -  DUNCAN SJWD STANDPIPE                    101 52 55.1
 ED1290:UTM  17      -  DUNCAN SJWD STANDPIPE                    101 54 13.7
 ED1290
 ED1290|---------------------------------------------------------------------|
 ED1290| PID    Reference Object                     Distance      Geod. Az  |
 ED1290|                                                           dddmmss.s |
 ED1290| ED1998 DUNCAN SJWD STANDPIPE               APPROX. 4.0 KM 1011257.1 |
 ED1290| ED1985 GREER GRL SPA JETPORT TANK          APPROX. 3.9 KM 2150123.7 |
 ED1290| ED1289 42 029                              446.770 METERS 2922943.8 |
 ED1290| ED1986 GREER W POINSETT ST TK              APPROX. 2.9 KM 3034204.6 |
 ED1290|---------------------------------------------------------------------|
 ED1290
 ED1290                          SUPERSEDED SURVEY CONTROL
 ED1290
 ED1290  NAD 83(1986)-  34 55 31.06011(N)    082 12 05.39159(W) AD(       ) 2
 ED1290  NAD 27      -  34 55 30.64163(N)    082 12 05.99875(W) AD(       ) 2
 ED1290  NGVD 29 (09/16/91)  278.228  (m)          912.82   (f) ADJUSTED    1 2
 ED1290
 ED1290.Superseded values are not recommended for survey control.
 ED1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1290.See file dsdata.txt to determine how the superseded data were derived.
 ED1290
 ED1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9025965417(NAD 83)
 ED1290_MARKER: DD = SURVEY DISK
 ED1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1290_SP_SET: CONCRETE POST
 ED1290_STAMPING: AZ MK 42 029 1982
 ED1290_MARK LOGO: SCGS  
 ED1290_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1290+STABILITY: SURFACE MOTION
 ED1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1290+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2000
 ED1290
 ED1290  HISTORY     - Date     Condition        Report By
 ED1290  HISTORY     - 1982     MONUMENTED       SCGS
 ED1290  HISTORY     - 1982     GOOD             SCGS
 ED1290  HISTORY     - 19880808 GOOD             SCGS
 ED1290  HISTORY     - 19921207 GOOD             SCGS
 ED1290  HISTORY     - 20000802 GOOD             SCGS
 ED1290
 ED1290                          STATION DESCRIPTION
 ED1290
 ED1290'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1290'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF
 ED1290'GREER, 9.6 KM (6.0 MI) NORTHWEST OF REIDVILLE, STATION
 ED1290'IS SET ON THE ROAD RIGHT-OF-WAY.
 ED1290'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1290'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1290'
 ED1290'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED1290'101, 357, AND 290 AT THE SOUTH EDGE OF GREER.  GO SOUTH
 ED1290'ON HIGHWAY 101 FOR 0.2 KM (0.1 MI) TO A ROAD LEFT
 ED1290'(VICTOR AVENUE), TURN LEFT AND GO SOUTHEASTERLY FOR
 ED1290'1.8 KM (1.1 MI) TO STATION 42 029 SCGS ON THE RIGHT,
 ED1290'CONTINUE AHEAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 ED1290'LEFT, AT A SAND DRIVEWAY LEADING TO A BRICK HOME.
 ED1290'
 ED1290'THE STATION IS A STANDARD SCGS DISK
 ED1290'STAMPED---AZ MK 42 029 1982---,
 ED1290'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1290'FLUSH WITH GROUND.  IT IS LOCATED
 ED1290'6.95 METERS (22.8 FT) NORTH FROM THE APPROXIMATE CENTER
 ED1290'OF VICTOR AVENUE,
 ED1290'4.57 METERS (15.0 FT) WEST FROM THE APPROXIMATE CENTER
 ED1290'OF A SAND DRIVE LEADING TO BRICK HOME AND
 ED1290'1.34 METERS (4.40 FT) SOUTHEAST FROM A METAL WITNESS
 ED1290'POST.
 ED1290'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1290'STAMPED---AZ MK 42 029 1982---,
 ED1290'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1290'
 ED1290'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METERS.
 ED1290'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1290
 ED1290                          STATION RECOVERY (1982)
 ED1290
 ED1290'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1290'RECOVERED IN GOOD CONDITION.
 ED1290
 ED1290                          STATION RECOVERY (1988)
 ED1290
 ED1290'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1290'STATION IS LOCATED 1.75 MI SOUTHEAST OF GREER, 3.3 MI WEST
 ED1290'SOUTHWEST OF DUNCAN. OWNERSHIP--DAVID BYRNSIDE, 1487 WOODS CHAPLE
 ED1290'ROAD, GREER, SC 29652.
 ED1290'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357, 290 AND
 ED1290'101 IN GREER, GO SOUTHERLY ON HIGHWAY 101 FOR 0.1 MI TO THE JUNCTION
 ED1290'OF STATE ROAD 83 (VICTOR ROAD), TURN LEFT ON ROAD 83 FOR 1.35 MI TO
 ED1290'THE MARK ON THE LEFT, IN THE NORTHWEST ANGLE OF A SAND DRIVE TO A
 ED1290'BRICK HOUSE.
 ED1290'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 15.6 FT WEST OF
 ED1290'THE CENTER OF THE DRIVE, 22.7 FT NORTH OF THE CENTER OF THE ROAD,
 ED1290'40.5 FT SOUTHWEST OF A STEEL PIPE SUPPORTING A MAIL BOX, 5.0 FT
 ED1290'EAST OF A WITNESS POST.
 ED1290
 ED1290                          STATION RECOVERY (1992)
 ED1290
 ED1290'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 ED1290'RECOVERED AS DESCRIBED.
 ED1290
 ED1290                          STATION RECOVERY (2000)
 ED1290
 ED1290'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1290'STATION IS LOCATED 2.2 MILES (3.5 KM) SOUTHEAST OF GREER, 15.3 MILES
 ED1290'(24.6 KM) WEST OF SPARTANBURG.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1290'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1290'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED1290'HIGHWAYS 101 (LINE STREET) , 357 AND 290 (EAST POINSETT STREET) IN
 ED1290'GREER, GO SOUTH ON HIGHWAY 101 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION
 ED1290'OF STATE ROAD 83 (VICTOR AVENUE) , TURN LEFT ON ROAD 83 FOR 1.4 MILES
 ED1290'(2.3 KM) TO THE STATION ON THE LEFT IN THE NORTHWEST ANGLE OF THE
 ED1290'JUNCTION OF A DIRT DRIVEWAY LEADING TO BRICK HOUSE NUMBER 677. STATION
 ED1290'IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 23.2
 ED1290'FEET (7.1 M) NORTH NORTHEAST OF THE CENTER OF ROAD 83, 7.0 FEET (2.1
 ED1290'M) SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 ED1290'43.2 FEET (13.2 M) NORTH OF A POWER POLE WITH A SCGS REFERENCE WASHER
 ED1290'ATTACHED, 13.2 FEET (4.0 M) EAST OF THE CENTER OF THE DIRT DRIVEWAY,
 ED1290'7.0 FEET (2.1 M) SOUTHEAST OF A WITNESS POST. NOTE-STATION IS
 ED1290'INTERVISIBLE WITH SURVEY STATION 42 029.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1548 ***********************************************************************
 FA1548  DESIGNATION -  42 030
 FA1548  PID         -  FA1548
 FA1548  STATE/COUNTY-  SC/SPARTANBURG
 FA1548  USGS QUAD   -  VALLEY FALLS (1983)
 FA1548
 FA1548                         *CURRENT SURVEY CONTROL
 FA1548  ___________________________________________________________________
 FA1548* NAD 83(2001)-  35 03 20.02384(N)    081 53 06.09076(W)     ADJUSTED  
 FA1548* NAVD 88     -       251.764  (meters)     826.00   (feet)  ADJUSTED  
 FA1548  ___________________________________________________________________
 FA1548  X           -     737,852.941 (meters)                     COMP
 FA1548  Y           -  -5,174,729.237 (meters)                     COMP
 FA1548  Z           -   3,643,040.948 (meters)                     COMP
 FA1548  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FA1548  ELLIP HEIGHT-         220.06  (meters)          (03/27/03) GPS OBS
 FA1548  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FA1548  DYNAMIC HT  -         251.514 (meters)     825.18  (feet)  COMP
 FA1548  MODELED GRAV-     979,632.4   (mgal)                       NAVD 88
 FA1548
 FA1548  HORZ ORDER  -  SECOND
 FA1548  VERT ORDER  -  FIRST     CLASS II
 FA1548  ELLP ORDER  -  FOURTH    CLASS II
 FA1548
 FA1548.The horizontal coordinates were established by classical geodetic methods
 FA1548.and adjusted by the National Geodetic Survey in March 2003..
 FA1548
 FA1548.The orthometric height was determined by differential leveling
 FA1548.and adjusted by the National Geodetic Survey in June 1991..
 FA1548
 FA1548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA1548
 FA1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1548
 FA1548.The ellipsoidal height was determined by GPS observations
 FA1548.and is referenced to NAD 83.
 FA1548
 FA1548.The geoid height was determined by GEOID03.
 FA1548
 FA1548.The dynamic height is computed by dividing the NAVD 88
 FA1548.geopotential number by the normal gravity value computed on the
 FA1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1548.degrees latitude (g = 980.6199 gals.).
 FA1548
 FA1548.The modeled gravity was interpolated from observed gravity values.
 FA1548
 FA1548;                    North         East     Units Scale Factor Converg.
 FA1548;SPC SC       -   357,706.965   528,856.315   MT  1.00008659   -0 29 26.4
 FA1548;SPC SC       - 1,173,579.28  1,735,092.90   iFT  1.00008659   -0 29 26.4
 FA1548;UTM  17      - 3,879,562.761   419,293.513   MT  0.99968027   -0 30 30.1
 FA1548
 FA1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1548!SPC SC       -   0.99996546  x   1.00008659  =   1.00005205
 FA1548!UTM  17      -   0.99996546  x   0.99968027  =   0.99964574
 FA1548
 FA1548:                Primary Azimuth Mark                     Grid Az
 FA1548:SPC SC       -  MAYO TANK                                034 29 23.8
 FA1548:UTM  17      -  MAYO TANK                                034 30 27.5
 FA1548
 FA1548|---------------------------------------------------------------------|
 FA1548| PID    Reference Object                     Distance      Geod. Az  |
 FA1548|                                                           dddmmss.s |
 FA1548| FA3299 MAYO TANK                           APPROX. 5.0 KM 0335957.4 |
 FA1548| FA1547 42 030 AZ MK                        APPROX. 1.2 KM 2050558.5 |
 FA1548|---------------------------------------------------------------------|
 FA1548
 FA1548                          SUPERSEDED SURVEY CONTROL
 FA1548
 FA1548  NAD 83(1995)-  35 03 20.02418(N)    081 53 06.09020(W) AD(       ) 2
 FA1548  ELLIP H (12/20/99)  220.06   (m)                       GP(       ) 4 1
 FA1548  NAD 83(1986)-  35 03 20.03504(N)    081 53 06.09511(W) AD(       ) 2
 FA1548  NAD 27      -  35 03 19.59707(N)    081 53 06.71599(W) AD(       ) 2
 FA1548  NAVD 88 (03/10/92)  251.76   (m)          826.0    (f) LEVELING    3  
 FA1548  NGVD 29 (09/16/91)  251.865  (m)          826.33   (f) ADJUSTED    1 2
 FA1548
 FA1548.Superseded values are not recommended for survey control.
 FA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1548.See file dsdata.txt to determine how the superseded data were derived.
 FA1548
 FA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1929479563(NAD 83)
 FA1548_MARKER: DD = SURVEY DISK
 FA1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1548_SP_SET: CONCRETE POST
 FA1548_STAMPING: HORZ 42 030 1981
 FA1548_MARK LOGO: SCGS  
 FA1548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1548+STABILITY: SURFACE MOTION
 FA1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1548+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1993
 FA1548
 FA1548  HISTORY     - Date     Condition        Report By
 FA1548  HISTORY     - 1981     MONUMENTED       SCGS
 FA1548  HISTORY     - 1982     GOOD             SCGS
 FA1548  HISTORY     - 19880801 GOOD             SCGS
 FA1548  HISTORY     - 19891215 GOOD             SCGS
 FA1548  HISTORY     - 19900425 GOOD
 FA1548  HISTORY     - 19930101 GOOD             SCGS
 FA1548
 FA1548                          STATION DESCRIPTION
 FA1548
 FA1548'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1548'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF
 FA1548'MAYO, 8.0 KM (5.0 MI) NORTHWEST OF COWPENS, 1.6 KM (1.0 MI)
 FA1548'NORTH-NORTHEAST OF CHEROKEE SPRINGS.  STATION IS SET ALONG
 FA1548'ROAD RIGHT-OF-WAY ON U.S. HIGHWAY 221.
 FA1548'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA1548'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA1548'
 FA1548'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 FA1548'HIGHWAY 221 AND INTERSTATE 85, WHICH IS ABOUT 8.0 KM (5.0 MI)
 FA1548'NORTHEAST OF SPARTANBURG.  GO NORTHERLY ON HIGHWAY 221
 FA1548'FOR 3.5 KM (2.2 MI) TO THE AZIMUTH ON THE LEFT, JUST
 FA1548'BEFORE A FORK LEFT, COUNTY ROAD S-42-243, CONTINUE AHEAD
 FA1548'ON HIGHWAY 221 FOR 1.2 KM (0.75 MI) TO THE
 FA1548'STATION ON THE LEFT AT CROSSROAD.
 FA1548'
 FA1548'THE STATION IS A STANDARD SCGS DISK
 FA1548'STAMPED---HORZ 42 030 1982---,
 FA1548'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1548'FLUSH WITH GROUND.  IT IS LOCATED
 FA1548'18.53 METERS (60.8 FT) NORTHWEST FROM THE APPROXIMATE
 FA1548'CENTER OF HIGHWAY 221,
 FA1548'8.23 METERS (27.0 FT) SOUTHWEST FROM THE APPROXIMATE
 FA1548'CENTER OF PAVED ROAD,
 FA1548'2.26 METERS (7.40 FT) WEST FROM A STOP SIGN AND
 FA1548'0.76 METER (2.5 FT) EAST-SOUTHEAST FROM A METAL WITNESS
 FA1548'POST.
 FA1548'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA1548'STAMPED---HORZ 42 030 1982---,
 FA1548'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA1548'
 FA1548'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA1548'STAMPED---AZ MK 42 030 1982---,
 FA1548'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1548'FLUSH WITH GROUND.  IT IS LOCATED
 FA1548'13.08 METERS (42.90 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FA1548'CENTER OF S-42-243,
 FA1548'10.0 METERS (32.80 FT) SOUTHEAST FROM A WATER METER COVER,
 FA1548'0.73 METER (2.40 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS
 FA1548'POST AND
 FA1548'0.27 METER (0.90 FT) WEST-NORTHWEST FROM THE TOP OF
 FA1548'THE WESTERLY CURB OF HIGHWAY 221.
 FA1548'
 FA1548'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FA1548'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1548
 FA1548                          STATION RECOVERY (1988)
 FA1548
 FA1548'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1548'STATION IS LOCATED 5.7 MI EAST OF BOILING SPRINGS, 5.3 MI
 FA1548'NORTHWEST OF COWPENS.  OWERSHIP--MR. GEORGE WEATHERS, DHPT
 FA1548'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 FA1548'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 FA1548'AND INTERSTATE 85 (5.4 MI EAST SOUTHEAST OF BOILING SPRINGS), GO
 FA1548'NORTH NORTHEAST ON HIGHWAY 221 FOR 2.7 MI TO THE MARK ON THE LEFT IN
 FA1548'THE WEST SOUTHWEST ANGLE OF THE JUNCTION OF WARE ROAD 2191, 0.85 MI
 FA1548'SOUTH SOUTHWEST OF THE BRIDGE OVER THE PACOLET RIVER.
 FA1548'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA1548'HIGHWAY, 40.3 FT WEST NORTHWEST OF THE CENTER OF THE SOUTHBOUND
 FA1548'LANES OF THE HIGHWAY, 26.2 FT SOUTH SOUTHWEST OF THE CENTER OF WARE
 FA1548'ROAD, 111.4 FT NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX,
 FA1548'1.2 FT EAST SOUTHEAST OF A WITNESS POST.
 FA1548
 FA1548                          STATION RECOVERY (1989)
 FA1548
 FA1548'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA1548'RECOVERED IN GOOD CONDITION.
 FA1548
 FA1548                          STATION RECOVERY (1990)
 FA1548
 FA1548'RECOVERED 1990
 FA1548'RECOVERED IN GOOD CONDITION.
 FA1548
 FA1548                          STATION RECOVERY (1993)
 FA1548
 FA1548'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 FA1548'STATION IS LOCATED 5.7 MILES (9.2 KM) EAST OF BOILING SPRINGS, 5.3
 FA1548'MILES (8.5 KM) NORTHWEST OF COWPENS.  OWERSHIP--SCDOT, DIRECTOR OF
 FA1548'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FA1548'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 FA1548'AND INTERSTATE 85, 5.4 MILES (8.7 KM) EAST SOUTHEAST OF BOILING
 FA1548'SPRINGS, GO NORTH NORTHEAST ON HIGHWAY 221 FOR 2.7 MILES (4.3 KM) TO
 FA1548'THE STATION IN THE WEST SOUTHWEST ANGLE OF THE JUNCTION OF WARE ROAD
 FA1548'2191, 0.85 MILE (1.37 KM) SOUTH SOUTHWEST OF THE BRIDGE OVER THE
 FA1548'PACOLET RIVER.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 FA1548'LEVEL WITH THE HIGHWAY, 40.3 FEET (12.3 M) WEST NORTHWEST OF THE
 FA1548'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 26.2 FEET (8.0 M) SOUTH
 FA1548'SOUTHWEST OF THE CENTER OF WARE ROAD, 111.4 FEET (34.0 M) NORTH
 FA1548'NORTHEAST OF A TELEPHONE JUNCTION BOX, 1.2 FEET (0.4 M) EAST SOUTHEAST
 FA1548'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1547 ***********************************************************************
 FA1547  DESIGNATION -  42 030 AZ MK
 FA1547  PID         -  FA1547
 FA1547  STATE/COUNTY-  SC/SPARTANBURG
 FA1547  USGS QUAD   -  VALLEY FALLS (1983)
 FA1547
 FA1547                         *CURRENT SURVEY CONTROL
 FA1547  ___________________________________________________________________
 FA1547* NAD 83(2001)-  35 02 46.05022(N)    081 53 25.44162(W)     ADJUSTED  
 FA1547* NAVD 88     -       249.723  (meters)     819.30   (feet)  ADJUSTED  
 FA1547  ___________________________________________________________________
 FA1547  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 FA1547  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FA1547  DYNAMIC HT  -         249.475 (meters)     818.49  (feet)  COMP
 FA1547  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FA1547
 FA1547  HORZ ORDER  -  SECOND
 FA1547  VERT ORDER  -  FIRST     CLASS II
 FA1547
 FA1547.The horizontal coordinates were established by classical geodetic methods
 FA1547.and adjusted by the National Geodetic Survey in March 2004..
 FA1547.No horizontal observational check was made to the station.
 FA1547
 FA1547.The orthometric height was determined by differential leveling
 FA1547.and adjusted by the National Geodetic Survey in June 1991..
 FA1547
 FA1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1547
 FA1547.The geoid height was determined by GEOID03.
 FA1547
 FA1547.The dynamic height is computed by dividing the NAVD 88
 FA1547.geopotential number by the normal gravity value computed on the
 FA1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1547.degrees latitude (g = 980.6199 gals.).
 FA1547
 FA1547.The modeled gravity was interpolated from observed gravity values.
 FA1547
 FA1547;                    North         East     Units Scale Factor Converg.
 FA1547;SPC SC       -   356,664.160   528,356.906   MT  1.00008261   -0 29 37.1
 FA1547;SPC SC       - 1,170,158.01  1,733,454.42   iFT  1.00008261   -0 29 37.1
 FA1547;UTM  17      - 3,878,520.531   418,793.983   MT  0.99968127   -0 30 40.8
 FA1547
 FA1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1547!SPC SC       -   0.99996578  x   1.00008261  =   1.00004838
 FA1547!UTM  17      -   0.99996578  x   0.99968127  =   0.99964706
 FA1547
 FA1547                          SUPERSEDED SURVEY CONTROL
 FA1547
 FA1547  NAD 83(1986)-  35 02 46.06150(N)    081 53 25.44606(W) AD(       ) 2
 FA1547  NAD 27      -  35 02 45.62360(N)    081 53 26.06852(W) AD(       ) 2
 FA1547  NGVD 29 (09/16/91)  249.825  (m)          819.63   (f) ADJUSTED    1 2
 FA1547
 FA1547.Superseded values are not recommended for survey control.
 FA1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1547.See file dsdata.txt to determine how the superseded data were derived.
 FA1547
 FA1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1879478521(NAD 83)
 FA1547_MARKER: DD = SURVEY DISK
 FA1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1547_SP_SET: CONCRETE POST
 FA1547_STAMPING: AZ MK 42 030 1981
 FA1547_MARK LOGO: SCGS  
 FA1547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1547+STABILITY: SURFACE MOTION
 FA1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA1547+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 FA1547
 FA1547  HISTORY     - Date     Condition        Report By
 FA1547  HISTORY     - 1981     MONUMENTED       SCGS
 FA1547  HISTORY     - 1982     GOOD             SCGS
 FA1547  HISTORY     - 19880801 GOOD             SCGS
 FA1547
 FA1547                          STATION DESCRIPTION
 FA1547
 FA1547'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1547'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF
 FA1547'MAYO, 8.0 KM (5.0 MI) NORTHWEST OF COWPENS, 1.6 KM (1.0 MI)
 FA1547'NORTH NORTHEAST OF CHEROKEE SPRINGS.  STATION IS SET ALONG
 FA1547'ROAD RIGHT-OF-WAY ON U.S. HIGHWAY 221.
 FA1547'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA1547'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA1547'
 FA1547'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 FA1547'HIGHWAY 221 AND INTERSTATE 85, WHICH IS ABOUT 8.0 KM (5.0 MI)
 FA1547'NORTHEAST OF SPARTANBURG.  GO NORTHERLY ON HIGHWAY 221 FOR
 FA1547'3.5 KM (2.2 MI) TO THE STATION ON THE LEFT, JUST BEFORE A FORK
 FA1547'LEFT, COUNTY ROAD S-42-243.
 FA1547'
 FA1547'THE STATION IS A STANDARD SCGS DISK
 FA1547'STAMPED---AZ MK 42 030 1982---,
 FA1547'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1547'FLUSH WITH GROUND.  IT IS LOCATED
 FA1547'10.0 METERS (32.8 FT) SOUTHEAST FROM A WATER METER COVER.
 FA1547'13.08 METERS (42.9 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FA1547'CENTER OF S-42-243.
 FA1547'0.73 METER (2.4 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS
 FA1547'POST.
 FA1547'0.27 METER (0.90 FT) WEST-NORTHWEST FROM THE TOP OF THE
 FA1547'WESTERLY CURB OF HIGHWAY 221.
 FA1547'
 FA1547'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FA1547'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1547
 FA1547                          STATION RECOVERY (1988)
 FA1547
 FA1547'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1547'STATION IS LOCATED 5.3 MI EAST OF BOILING SPRINGS, 5.3 MI WEST
 FA1547'NORTHWEST OF COWPENS. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FA1547'PRECONSTRUCTION ENGINEER, P. O. BOX 191, COLUMBIA, SC  29202.
 FA1547'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 FA1547'AND INTERSTATE 85, (5.4 MI EAST SOUTHEAST OF BOILING SPRINGS), GO
 FA1547'NORTH NORTHEAST ON HIGHWAY 221 FOR 2.05 MI TO THE MARK ON THE LEFT,
 FA1547'IN THE SOUTHWEST ANGLE OF A SAND DRIVE, IN THE SOUTHWEST ANGLE OF THE
 FA1547'JUNCTION OF STATE ROAD 243 (CHEROKEE CIRCLE),2.55 MI SOUTH SOUTHWEST
 FA1547'OF THE BRIDGE OVER THE PACOLET RIVER.
 FA1547'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FT ABOVE
 FA1547'THE HIGHWAY, 118.5 FT EAST NORTHEAST OF THE NORTHEAST CORNER OF A
 FA1547'BRICK HOUSE, 14.6 FT WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 FA1547'THE HIGHWAY, 35.0 FT SOUTH OF THE CENTER OF THE ENTRANCE ROAD TO
 FA1547'HIGHWAY 221, 55.9 FT SOUTHEAST OF POWER POLE, 0.9 FT WEST OF THE
 FA1547'CURBING OF HIGHWAY 221.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1557 ***********************************************************************
 FA1557  DESIGNATION -  42 031
 FA1557  PID         -  FA1557
 FA1557  STATE/COUNTY-  SC/SPARTANBURG
 FA1557  USGS QUAD   -  COWPENS (1983)
 FA1557
 FA1557                         *CURRENT SURVEY CONTROL
 FA1557  ___________________________________________________________________
 FA1557* NAD 83(2001)-  35 07 00.37902(N)    081 51 57.20176(W)     ADJUSTED  
 FA1557* NAVD 88     -       276.164  (meters)     906.05   (feet)  ADJUSTED  
 FA1557  ___________________________________________________________________
 FA1557  X           -     739,031.673 (meters)                     COMP
 FA1557  Y           -  -5,170,637.935 (meters)                     COMP
 FA1557  Z           -   3,648,611.889 (meters)                     COMP
 FA1557  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FA1557  ELLIP HEIGHT-         244.33  (meters)          (03/27/03) GPS OBS
 FA1557  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 FA1557  DYNAMIC HT  -         275.889 (meters)     905.15  (feet)  COMP
 FA1557  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 FA1557
 FA1557  HORZ ORDER  -  SECOND
 FA1557  VERT ORDER  -  FIRST     CLASS II
 FA1557  ELLP ORDER  -  FOURTH    CLASS II
 FA1557
 FA1557.The horizontal coordinates were established by classical geodetic methods
 FA1557.and adjusted by the National Geodetic Survey in March 2003..
 FA1557
 FA1557.The orthometric height was determined by differential leveling
 FA1557.and adjusted by the National Geodetic Survey in June 1991..
 FA1557
 FA1557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA1557
 FA1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1557
 FA1557.The ellipsoidal height was determined by GPS observations
 FA1557.and is referenced to NAD 83.
 FA1557
 FA1557.The geoid height was determined by GEOID03.
 FA1557
 FA1557.The dynamic height is computed by dividing the NAVD 88
 FA1557.geopotential number by the normal gravity value computed on the
 FA1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1557.degrees latitude (g = 980.6199 gals.).
 FA1557
 FA1557.The modeled gravity was interpolated from observed gravity values.
 FA1557
 FA1557;                    North         East     Units Scale Factor Converg.
 FA1557;SPC SC       -   364,483.360   530,658.997   MT  1.00011312   -0 28 48.2
 FA1557;SPC SC       - 1,195,811.55  1,741,007.21   iFT  1.00011312   -0 28 48.2
 FA1557;UTM  17      - 3,886,335.737   421,097.551   MT  0.99967672   -0 29 53.2
 FA1557
 FA1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1557!SPC SC       -   0.99996165  x   1.00011312  =   1.00007477
 FA1557!UTM  17      -   0.99996165  x   0.99967672  =   0.99963838
 FA1557
 FA1557:                Primary Azimuth Mark                     Grid Az
 FA1557:SPC SC       -  42 031 AZ MK                             074 18 02.2
 FA1557:UTM  17      -  42 031 AZ MK                             074 19 07.2
 FA1557
 FA1557|---------------------------------------------------------------------|
 FA1557| PID    Reference Object                     Distance      Geod. Az  |
 FA1557|                                                           dddmmss.s |
 FA1557| FA1556 42 031 AZ MK                        APPROX. 0.7 KM 0734914.0 |
 FA1557| FA3299 MAYO TANK                           APPROX. 2.9 KM 1590042.8 |
 FA1557|---------------------------------------------------------------------|
 FA1557
 FA1557                          SUPERSEDED SURVEY CONTROL
 FA1557
 FA1557  NAD 83(1995)-  35 07 00.37924(N)    081 51 57.20143(W) AD(       ) 2
 FA1557  ELLIP H (12/20/99)  244.33   (m)                       GP(       ) 4 1
 FA1557  NAD 83(1986)-  35 07 00.39000(N)    081 51 57.20485(W) AD(       ) 2
 FA1557  NAD 27      -  35 06 59.95393(N)    081 51 57.81354(W) AD(       ) 2
 FA1557  NAVD 88 (03/10/92)  276.16   (m)          906.0    (f) LEVELING    3  
 FA1557  NGVD 29 (09/16/91)  276.260  (m)          906.36   (f) ADJUSTED    1 2
 FA1557
 FA1557.Superseded values are not recommended for survey control.
 FA1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1557.See file dsdata.txt to determine how the superseded data were derived.
 FA1557
 FA1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2109886336(NAD 83)
 FA1557_MARKER: DD = SURVEY DISK
 FA1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1557_SP_SET: CONCRETE POST
 FA1557_STAMPING: HORZ 42 031 1982
 FA1557_MARK LOGO: SCGS  
 FA1557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1557+STABILITY: SURFACE MOTION
 FA1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA1557+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1993
 FA1557
 FA1557  HISTORY     - Date     Condition        Report By
 FA1557  HISTORY     - 1982     MONUMENTED       SCGS
 FA1557  HISTORY     - 1982     GOOD             SCGS
 FA1557  HISTORY     - 19880801 GOOD             SCGS
 FA1557  HISTORY     - 19890915 GOOD             SCGS
 FA1557  HISTORY     - 19890915 GOOD             SCGS
 FA1557  HISTORY     - 19891215 GOOD             SCGS
 FA1557  HISTORY     - 19900411 GOOD
 FA1557  HISTORY     - 19930101 GOOD             SCGS
 FA1557
 FA1557                          STATION DESCRIPTION
 FA1557
 FA1557'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1557'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHEAST OF
 FA1557'CHEROKEE SPRINGS, 3.2 KM (2.0 MI) NORTH-NORTHWEST
 FA1557'OF MAYO, 3.2 KM (2.0 MI) SOUTH OF CHESNEE, STATION IS
 FA1557'SET ALONG ROAD RIGHT-OF-WAY.
 FA1557'OWNERSHIP--MR GEORGE WEATHERS, CONSTRUCTION ENGINEER,
 FA1557'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA1557'
 FA1557'TO REACH THE STATION FROM THE POST OFFICE IN MAYO.  GO
 FA1557'NORTHERLY ON U.S. HIGHWAY 221 FOR 4.3 KM (2.7 MI) TO A
 FA1557'CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT, TURN LEFT
 FA1557'AND GO WESTERLY ON BUCK CREEK ROAD FOR 0.7 KM (0.45 MI)
 FA1557'TO THE STATION ON THE RIGHT, AT THE CHESNEE FIRE DEPARTMENT.
 FA1557'
 FA1557'THE STATION IS A STANDARD SCGS DISK
 FA1557'STAMPED---HORZ 42 031 1982---,
 FA1557'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1557'FLUSH WITH GROUND.  IT IS LOCATED
 FA1557'46.63 METERS (153.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FA1557'CENTER OF CROSSROADS,
 FA1557'17.67 METERS (58.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST
 FA1557'CORNER OF A CINDER BLOCK CHESNEE FIRE DEPARTMENT,
 FA1557'6.56 METERS (21.55 FT) NORTH FROM THE APPROXIMATE CENTER OF
 FA1557'BUCK CREEK ROAD AND
 FA1557'0.54 METER (1.8 FT) WEST FROM A METAL WITNESS POST.
 FA1557'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FA1557'STAMPED---HORZ 42 031 1982---,
 FA1557'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FA1557'
 FA1557'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FA1557'STAMPED---AZ MK 42 031 1982---,
 FA1557'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1557'FLUSH WITH GROUND.  IT IS LOCATED
 FA1557'13.10 METERS (43.0 FT) NORTHEAST FROM THE APPROXIMATE
 FA1557'CENTER OF HIGHWAY 221 CONCRETE MEDIAN,
 FA1557'10.66 METERS (35.00 FT) NORTHWEST FROM A POWER LINE POLE,
 FA1557'6.30 METERS (20.70 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FA1557'CENTER OF PAVED ROAD LEADING EAST AND
 FA1557'0.60 METER (2.00 FT) SOUTHEAST FROM A METAL WITNESS POST.
 FA1557'
 FA1557'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FA1557'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1557
 FA1557                          STATION RECOVERY (1982)
 FA1557
 FA1557'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1557'RECOVERED IN GOOD CONDITION.
 FA1557
 FA1557                          STATION RECOVERY (1988)
 FA1557
 FA1557'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1557'STATION IS LOCATED 2.2 MI SOUTH OF CHESNEE, 7.75 MI NORTH
 FA1557'NORTHWEST OF COWPENS. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FA1557'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 FA1557'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1557'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO SOUTH SOUTHWEST ON
 FA1557'HIGHWAY 221 FOR 2.25 MI TO THE JUNCTION OF THOMSON ROAD (2-2047),
 FA1557'TURN RIGHT ON THOMSON ROAD FOR 0.4 MI TO THE CHESNEE VOLUNTEER FIRE
 FA1557'AND RESCUE DEPARTMENT AND THE MARK ON THE RIGHT.
 FA1557'STATION IS A CONCRETE POST RECESSED 3-INCHES AND 1.0 FT ABOVE THE
 FA1557'ROAD, 84.4 FT SOUTHEAST OF THE CENTER OF EZELL ROAD (2-2058),
 FA1557'21.5 FT NORTH OF THE CENTER OF THOMSON ROAD, 26.6 FT SOUTHWEST OF
 FA1557'THE SOUTHWEST CORNER OF THE BUILDING, 67.6 FT WEST SOUTHWEST OF THE
 FA1557'EXTENDED CENTER OF A GRAVEL ROAD (MEADOW BROOK ROAD), 74.7 FT EAST
 FA1557'NORTHEAST OF A POWER POLE WITH TWO GUY WIRES, 2.0 FT WEST SOUTHWEST
 FA1557'OF A WITNESS POST.
 FA1557
 FA1557                          STATION RECOVERY (1989)
 FA1557
 FA1557'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA1557'RECOVERED IN GOOD CONDITION.
 FA1557
 FA1557                          STATION RECOVERY (1989)
 FA1557
 FA1557'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW)
 FA1557'RECOVERED AS DESCRIBED.
 FA1557
 FA1557                          STATION RECOVERY (1989)
 FA1557
 FA1557'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA1557'RECOVERED IN GOOD CONDITION.
 FA1557
 FA1557                          STATION RECOVERY (1990)
 FA1557
 FA1557'RECOVERED 1990
 FA1557'RECOVERED IN GOOD CONDITION.
 FA1557
 FA1557                          STATION RECOVERY (1993)
 FA1557
 FA1557'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 FA1557'STATION IS LOCATED 2.2 MILES (3.5 KM) SOUTH OF CHESNEE, 7.75 MILES
 FA1557'(12.47 KM) NORTH NORTHWEST OF COWPENS.  OWNERSHIP--SCDOT, DIRECTOR OF
 FA1557'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 FA1557'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1557'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO SOUTH SOUTHWEST ON
 FA1557'HIGHWAY 221 FOR 2.25 MILES (3.62 KM) TO THE JUNCTION OF THOMSON ROAD
 FA1557'(2-2047), TURN RIGHT ON THOMSON ROAD FOR 0.4 MILE (0.6 KM) TO THE
 FA1557'CHESNEE VOLUNTEER FIRE AND RESCUE DEPARTMENT AND THE STATION ON THE
 FA1557'RIGHT.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 1.0
 FA1557'FOOT (0.3 M) ABOVE THE ROAD, 84.4 FEET (25.7 M) SOUTHEAST OF THE
 FA1557'CENTER OF EZELL ROAD (2-2058), 21.5 FEET (6.6 M) NORTH OF THE CENTER
 FA1557'OF THOMSON ROAD, 26.6 FEET (8.1 M) SOUTHWEST OF THE SOUTHWEST CORNER
 FA1557'OF THE BUILDING, 67.6 FEET (20.6 M) WEST SOUTHWEST OF THE EXTENDED
 FA1557'CENTER OF A GRAVEL ROAD (MEADOW BROOK ROAD) , 74.7 FEET (22.8 M) EAST
 FA1557'NORTHEAST OF A POWER POLE WITH TWO GUY WIRES, 2.0 FEET (0.6 M) WEST
 FA1557'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1556 ***********************************************************************
 FA1556  DESIGNATION -  42 031 AZ MK
 FA1556  PID         -  FA1556
 FA1556  STATE/COUNTY-  SC/SPARTANBURG
 FA1556  USGS QUAD   -  COWPENS (1983)
 FA1556
 FA1556                         *CURRENT SURVEY CONTROL
 FA1556  ___________________________________________________________________
 FA1556* NAD 83(2001)-  35 07 06.76675(N)    081 51 30.40327(W)     ADJUSTED  
 FA1556* NAVD 88     -       279.917  (meters)     918.36   (feet)  ADJUSTED  
 FA1556  ___________________________________________________________________
 FA1556  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FA1556  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 FA1556  DYNAMIC HT  -         279.638 (meters)     917.45  (feet)  COMP
 FA1556  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 FA1556
 FA1556  HORZ ORDER  -  SECOND
 FA1556  VERT ORDER  -  FIRST     CLASS II
 FA1556
 FA1556.The horizontal coordinates were established by classical geodetic methods
 FA1556.and adjusted by the National Geodetic Survey in March 2004..
 FA1556.No horizontal observational check was made to the station.
 FA1556
 FA1556.The orthometric height was determined by differential leveling
 FA1556.and adjusted by the National Geodetic Survey in June 1991..
 FA1556
 FA1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1556
 FA1556.The geoid height was determined by GEOID03.
 FA1556
 FA1556.The dynamic height is computed by dividing the NAVD 88
 FA1556.geopotential number by the normal gravity value computed on the
 FA1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1556.degrees latitude (g = 980.6199 gals.).
 FA1556
 FA1556.The modeled gravity was interpolated from observed gravity values.
 FA1556
 FA1556;                    North         East     Units Scale Factor Converg.
 FA1556;SPC SC       -   364,674.567   531,339.271   MT  1.00011391   -0 28 33.3
 FA1556;SPC SC       - 1,196,438.87  1,743,239.08   iFT  1.00011391   -0 28 33.3
 FA1556;UTM  17      - 3,886,526.647   421,777.587   MT  0.99967541   -0 29 37.9
 FA1556
 FA1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1556!SPC SC       -   0.99996106  x   1.00011391  =   1.00007496
 FA1556!UTM  17      -   0.99996106  x   0.99967541  =   0.99963648
 FA1556
 FA1556                          SUPERSEDED SURVEY CONTROL
 FA1556
 FA1556  NAD 83(1986)-  35 07 06.77767(N)    081 51 30.40626(W) AD(       ) 2
 FA1556  NAD 27      -  35 07 06.34057(N)    081 51 31.01533(W) AD(       ) 2
 FA1556  NGVD 29 (09/16/91)  280.014  (m)          918.68   (f) ADJUSTED    1 2
 FA1556
 FA1556.Superseded values are not recommended for survey control.
 FA1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1556.See file dsdata.txt to determine how the superseded data were derived.
 FA1556
 FA1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2177886527(NAD 83)
 FA1556_MARKER: DD = SURVEY DISK
 FA1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1556_SP_SET: CONCRETE POST
 FA1556_STAMPING: AZ MK 42 031 1982
 FA1556_MARK LOGO: SCGS  
 FA1556_PROJECTION: FLUSH
 FA1556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1556+STABILITY: SURFACE MOTION
 FA1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1556+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 FA1556
 FA1556  HISTORY     - Date     Condition        Report By
 FA1556  HISTORY     - 1982     MONUMENTED       SCGS
 FA1556  HISTORY     - 1982     GOOD             SCGS
 FA1556  HISTORY     - 19880801 GOOD             SCGS
 FA1556  HISTORY     - 20020730 GOOD             SCGS
 FA1556
 FA1556                          STATION DESCRIPTION
 FA1556
 FA1556'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FA1556'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHEAST OF
 FA1556'CHEROKEE SPRINGS, 3.2 KM (2.0 MI) NORTH NORTHWEST OF MAYO,
 FA1556'3.2 KM (2.0 MI) SOUTH OF CHESNEE, SET ALONG ROAD RIGHT-OF-WAY.
 FA1556'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FA1556'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FA1556'
 FA1556'TO REACH THE STATION FROM THE POST OFFICE IN MAYO.  GO
 FA1556'NORTHERLY ON U.S. HIGHWAY 221 FOR 4.3 KM (2.7 MI) TO A
 FA1556'CROSSROAD AND THE STATION ON THE RIGHT, IN A
 FA1556'TRIANGLE MEDIAN.
 FA1556'
 FA1556'THE STATION IS A STANDARD SCGS DISK
 FA1556'STAMPED---AZ MK 42 031 1982---,
 FA1556'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FA1556'FLUSH WITH GROUND.  IT IS LOCATED
 FA1556'13.10 METERS (43.0 FT) NORTHEAST FROM THE APPROXIMATE
 FA1556'CENTER OF HIGHWAY 221 CONCRETE MEDIAN.
 FA1556'10.66 METERS (35.0 FT) NORTHWEST FROM A POWER LINE POLE.
 FA1556'6.30 METERS (20.7 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FA1556'CENTER OF PAVED ROAD LEADING EAST.
 FA1556'0.60 METER (2.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 FA1556'
 FA1556'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FA1556'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FA1556
 FA1556                          STATION RECOVERY (1982)
 FA1556
 FA1556'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1556'RECOVERED IN GOOD CONDITION.
 FA1556
 FA1556                          STATION RECOVERY (1988)
 FA1556
 FA1556'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1556'STATION IS LOCATED 2.1 MI SOUTH OF CHESNEE, 7.7 MI NORTH NORTHWEST
 FA1556'OF COWPENS. OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION
 FA1556'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 FA1556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1556'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO SOUTH SOUTHWEST ON
 FA1556'HIGHWAY 221 FOR 2.25 MI TO THE MARK ON THE LEFT, IN A MEDIAN AT THE
 FA1556'JUNCTION OF THOMSON ROAD 2-2047 (BURNS FORD CAR COMPANY IS AT THIS
 FA1556'JUNCTION).
 FA1556'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.6 FT ABOVE
 FA1556'THE HIGHWAY, 23.8 FT SOUTH OF THE CENTER OF THE ROAD, 19.4 FT EAST
 FA1556'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY,
 FA1556'34.5 FT NORTH NORTHWEST OF A POWER POLE NUMBER 65/114532/051012,
 FA1556'2.0 FT WEST OF A WITNESS POST.
 FA1556
 FA1556                          STATION RECOVERY (2002)
 FA1556
 FA1556'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA1556'STATION IS LOCATED 2.05 MILES SOUTH OF CHESNEE, 12.4 MILES NORTH
 FA1556'NORTHEAST OF
 FA1556'SPARTANBURG. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 FA1556'191, COLUMBIA, SC
 FA1556'29202, PHONE 803-737-1350.
 FA1556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA1556'AVENUE),
 FA1556'221 ALTERNATE AND STATE HIGHWAY 11 (CHEROKEE STREET AND CHEROKEE
 FA1556'FOOTHILLS
 FA1556'SCENIC HIGHWAY) IN CHESNEE, GO SOUTH ON HIGHWAY 221 FOR 2.25 MILES TO
 FA1556'THE STATION
 FA1556'ON THE LEFT IN A TRIANGULAR SHAPED MEDIAN IN THE SOUTHEAST ANGLE OF
 FA1556'THE JUNCTION
 FA1556'OF THOMPSON ROAD.
 FA1556'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA1556'HIGHWAY,
 FA1556'34.6 FEET NORTH NORTHWEST OF A POWER POLE NUMBER 65 WITH THREE GUY
 FA1556'WIRES, 34.0
 FA1556'FEET NORTH NORTHWEST OF THE WEST CORNER OF A TELEPHONE JUNCTION BOX
 FA1556'NUMBER 5696,
 FA1556'3.1 FEET EAST NORTHEAST OF THE EAST EDGE OF THE CURB OF THE HIGHWAY,
 FA1556'2.5 FEET SOUTH
 FA1556'SOUTHWEST OF THE SOUTHWEST EDGE OF THE CURB OF THOMPSON ROAD.
 FA1556'RECOVERED BY T. HALL.
 FA1556' 
 FA1556' 
 FA1556' 
 FA1556' 
 FA1556' 
 FA1556' 
 FA1556' 
 FA1556' 
 FA1556'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1346 ***********************************************************************
 ED1346  DESIGNATION -  42 032
 ED1346  PID         -  ED1346
 ED1346  STATE/COUNTY-  SC/SPARTANBURG
 ED1346  USGS QUAD   -  REIDVILLE (1983)
 ED1346
 ED1346                         *CURRENT SURVEY CONTROL
 ED1346  ___________________________________________________________________
 ED1346* NAD 83(2001)-  34 52 28.87271(N)    082 06 00.20404(W)     ADJUSTED  
 ED1346* NAVD 88     -       245.654  (meters)     805.95   (feet)  ADJUSTED  
 ED1346  ___________________________________________________________________
 ED1346  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 ED1346  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 ED1346  DYNAMIC HT  -         245.410 (meters)     805.15  (feet)  COMP
 ED1346  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 ED1346
 ED1346  HORZ ORDER  -  SECOND
 ED1346  VERT ORDER  -  FIRST     CLASS II
 ED1346
 ED1346.The horizontal coordinates were established by classical geodetic methods
 ED1346.and adjusted by the National Geodetic Survey in March 2004..
 ED1346
 ED1346.The orthometric height was determined by differential leveling
 ED1346.and adjusted by the National Geodetic Survey in June 1991..
 ED1346
 ED1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1346
 ED1346.The geoid height was determined by GEOID03.
 ED1346
 ED1346.The dynamic height is computed by dividing the NAVD 88
 ED1346.geopotential number by the normal gravity value computed on the
 ED1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1346.degrees latitude (g = 980.6199 gals.).
 ED1346
 ED1346.The modeled gravity was interpolated from observed gravity values.
 ED1346
 ED1346;                    North         East     Units Scale Factor Converg.
 ED1346;SPC SC       -   337,829.214   509,025.376   MT  1.00001496   -0 36 35.5
 ED1346;SPC SC       - 1,108,363.56  1,670,030.76   iFT  1.00001496   -0 36 35.5
 ED1346;UTM  17      - 3,859,698.346   399,463.055   MT  0.99972457   -0 37 44.6
 ED1346
 ED1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1346!SPC SC       -   0.99996636  x   1.00001496  =   0.99998132
 ED1346!UTM  17      -   0.99996636  x   0.99972457  =   0.99969094
 ED1346
 ED1346:                Primary Azimuth Mark                     Grid Az
 ED1346:SPC SC       -  42 032 AZ MK                             163 25 27.0
 ED1346:UTM  17      -  42 032 AZ MK                             163 26 36.1
 ED1346
 ED1346|---------------------------------------------------------------------|
 ED1346| PID    Reference Object                     Distance      Geod. Az  |
 ED1346|                                                           dddmmss.s |
 ED1346| ED1345 42 032 AZ MK                        APPROX. 0.6 KM 1624851.5 |
 ED1346|---------------------------------------------------------------------|
 ED1346
 ED1346                          SUPERSEDED SURVEY CONTROL
 ED1346
 ED1346  NAD 83(1986)-  34 52 28.88354(N)    082 06 00.20539(W) AD(       ) 2
 ED1346  NAD 27      -  34 52 28.45040(N)    082 06 00.82374(W) AD(       ) 2
 ED1346  NAVD 88 (10/01/92)  245.65   (m)          805.9    (f) LEVELING    3  
 ED1346  NAVD 88 (09/17/91)  246.09   (m)          807.4    (f) LEVELING    3  
 ED1346  NGVD 29 (09/16/91)  245.750  (m)          806.26   (f) ADJUSTED    1 2
 ED1346
 ED1346.Superseded values are not recommended for survey control.
 ED1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1346.See file dsdata.txt to determine how the superseded data were derived.
 ED1346
 ED1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9946359698(NAD 83)
 ED1346_MARKER: DD = SURVEY DISK
 ED1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1346_SP_SET: CONCRETE POST
 ED1346_STAMPING: HORZ 42 032 1982
 ED1346_MARK LOGO: SCGS  
 ED1346_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1346+STABILITY: SURFACE MOTION
 ED1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1346+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 ED1346
 ED1346  HISTORY     - Date     Condition        Report By
 ED1346  HISTORY     - 1982     MONUMENTED       SCGS
 ED1346  HISTORY     - 1982     GOOD             SCGS
 ED1346  HISTORY     - 19880801 GOOD             SCGS
 ED1346  HISTORY     - 19881101 GOOD             SCGS
 ED1346
 ED1346                          STATION DESCRIPTION
 ED1346
 ED1346'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1346'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH-SOUTHEAST
 ED1346'OF LYMAN, 11.2 KM (7.0 MI) EAST-NORTHEAST OF PELHAM, 1.6 KM
 ED1346'(1.0 MI) NORTHEAST OF REIDVILLE, STATION SET ALONG ROAD
 ED1346'RIGHT-OF-WAY.
 ED1346'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 ED1346'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 ED1346'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 ED1346'
 ED1346'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 ED1346'290 AND 296, WHICH IS ABOUT 4.8 KM (3.0 MI) NORTHEAST OF
 ED1346'REIDVILLE.  GO SOUTHWESTERLY ON HIGHWAY 296 FOR 3.7 KM (2.3 MI)
 ED1346'TO A ROAD RIGHT, COUNTY ROAD S-42-223, TURN RIGHT AND GO
 ED1346'NORTHERLY ON S-42-223 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH ON
 ED1346'THE LEFT, CONTINUE AHEAD FOR 0.6 KM (0.35 MI) TO THE STATION
 ED1346'ON THE LEFT, SET ON A TWO FOOT CUT-BANK.
 ED1346'
 ED1346'THE STATION IS A STANDARD SCGS DISK
 ED1346'STAMPED---HORZ 42 032 1982---,
 ED1346'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1346'FLUSH WITH GROUND.  IT IS LOCATED
 ED1346'6.89 METERS (22.6 FT) EAST-NORTHEAST FROM A PEACH GROVE
 ED1346'TREE LINE,
 ED1346'7.58 METERS (24.88 FT) SOUTHWEST FROM THE APPROXIMATE
 ED1346'CENTER OF S-42-223,
 ED1346'0.9 METER (2.95 FT) NORTHWEST FROM A TELEPHONE
 ED1346'JUNCTION BOX AND
 ED1346'0.63 METER (2.06 FT) WEST-NORTHWEST FROM A METAL WITNESS
 ED1346'POST.
 ED1346'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1346'STAMPED---HORZ 42 032 1982---,
 ED1346'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1346'
 ED1346'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1346'STAMPED---AZ MK 42 032 1982---,
 ED1346'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1346'FLUSH WITH GROUND.  IT IS LOCATED
 ED1346'22.83 METERS (74.90 FT) NORTHWEST FROM THE APPROXIMATE
 ED1346'CENTER OF THE EXTENDED CENTER OF ROAD LEADING EAST,
 ED1346'8.60 METERS (28.21 FT) SOUTHWEST FROM THE APPROXIMATE
 ED1346'CENTER OF S-42-223 AND
 ED1346'6.57 METERS (21.55 FT) NORTHWEST FROM AN 8 CM OAK TREE.
 ED1346'
 ED1346'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1346'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1346
 ED1346                          STATION RECOVERY (1982)
 ED1346
 ED1346'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1346'RECOVERED IN GOOD CONDITION.
 ED1346
 ED1346                          STATION RECOVERY (1988)
 ED1346
 ED1346'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1346'STATION IS LOCATED 1.0 MI NORTHEAST OF REIDVILLE, 6.75 MI WEST
 ED1346'NORTHWEST OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O.
 ED1346'BOX 191, COLUMBIA, SC 29202.
 ED1346'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 296 AND 101
 ED1346'(2.2 MI WEST SOUTHWEST OF REIDVILLE), GO NORTHEAST ON HIGHWAY 296
 ED1346'(REIDVILLE ROAD) FOR 3.05 MI TO THE JUNCTION OF STATE ROAD 223 (GANO
 ED1346'DRIVE), TURN LEFT ON ROAD 223 FOR 0.65 MI TO THE MARK ON THE LEFT,
 ED1346'NEAR A TELEPHONE JUNCTION BOX, 0.55 MI SOUTH SOUTHEAST OF THE
 ED1346'JUNCTION OF STATE ROAD 135 (SILVERLAKE ROAD).
 ED1346'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FT ABOVE
 ED1346'THE ROAD, 24.8 FT WEST NORTHWEST OF THE CENTER OF THE ROAD,
 ED1346'16.4 FT SOUTH SOUTHEAST OF THE EXTENDED CENTER OF A GRAVEL ROAD
 ED1346'LEADING EAST INTO A FIELD, 3.6 FT NORTHWEST OF THE TELEPHONE
 ED1346'JUNCTION BOX, 1.2 FT SOUTHEAST OF A WITNESS POST, 2.6 FT NORTHWEST
 ED1346'OF A WITNESS POST.
 ED1346
 ED1346                          STATION RECOVERY (1988)
 ED1346
 ED1346'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1345 ***********************************************************************
 ED1345  DESIGNATION -  42 032 AZ MK
 ED1345  PID         -  ED1345
 ED1345  STATE/COUNTY-  SC/SPARTANBURG
 ED1345  USGS QUAD   -  REIDVILLE (1983)
 ED1345
 ED1345                         *CURRENT SURVEY CONTROL
 ED1345  ___________________________________________________________________
 ED1345* NAD 83(2001)-  34 52 10.87343(N)    082 05 53.44970(W)     ADJUSTED  
 ED1345* NAVD 88     -       244.456  (meters)     802.02   (feet)  ADJUSTED  
 ED1345  ___________________________________________________________________
 ED1345  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 ED1345  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 ED1345  DYNAMIC HT  -         244.213 (meters)     801.22  (feet)  COMP
 ED1345  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 ED1345
 ED1345  HORZ ORDER  -  SECOND
 ED1345  VERT ORDER  -  FIRST     CLASS II
 ED1345
 ED1345.The horizontal coordinates were established by classical geodetic methods
 ED1345.and adjusted by the National Geodetic Survey in March 2004..
 ED1345
 ED1345.The orthometric height was determined by differential leveling
 ED1345.and adjusted by the National Geodetic Survey in June 1991..
 ED1345
 ED1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1345
 ED1345.The geoid height was determined by GEOID03.
 ED1345
 ED1345.The dynamic height is computed by dividing the NAVD 88
 ED1345.geopotential number by the normal gravity value computed on the
 ED1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1345.degrees latitude (g = 980.6199 gals.).
 ED1345
 ED1345.The modeled gravity was interpolated from observed gravity values.
 ED1345
 ED1345;                    North         East     Units Scale Factor Converg.
 ED1345;SPC SC       -   337,272.744   509,191.011   MT  1.00001312   -0 36 31.8
 ED1345;SPC SC       - 1,106,537.87  1,670,574.18   iFT  1.00001312   -0 36 31.8
 ED1345;UTM  17      - 3,859,141.982   399,628.457   MT  0.99972417   -0 37 40.4
 ED1345
 ED1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1345!SPC SC       -   0.99996654  x   1.00001312  =   0.99997966
 ED1345!UTM  17      -   0.99996654  x   0.99972417  =   0.99969072
 ED1345
 ED1345|---------------------------------------------------------------------|
 ED1345| PID    Reference Object                     Distance      Geod. Az  |
 ED1345|                                                           dddmmss.s |
 ED1345| ED3362 TP SPA 222                          238.972 METERS 15114     |
 ED1345| ED1346 42 032                              APPROX. 0.6 KM 3424855.4 |
 ED1345|---------------------------------------------------------------------|
 ED1345
 ED1345                          SUPERSEDED SURVEY CONTROL
 ED1345
 ED1345  NAD 83(1986)-  34 52 10.88416(N)    082 05 53.45095(W) AD(       ) 2
 ED1345  NAD 27      -  34 52 10.45055(N)    082 05 54.06996(W) AD(       ) 2
 ED1345  NAVD 88 (10/01/92)  244.46   (m)          802.0    (f) LEVELING    3  
 ED1345  NAVD 88 (09/17/91)  244.89   (m)          803.4    (f) LEVELING    3  
 ED1345  NGVD 29 (09/16/91)  244.552  (m)          802.33   (f) ADJUSTED    1 2
 ED1345
 ED1345.Superseded values are not recommended for survey control.
 ED1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1345.See file dsdata.txt to determine how the superseded data were derived.
 ED1345
 ED1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9962859142(NAD 83)
 ED1345_MARKER: DD = SURVEY DISK
 ED1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1345_SP_SET: CONCRETE POST
 ED1345_STAMPING: AZ MK 42 032 1982
 ED1345_MARK LOGO: SCGS  
 ED1345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1345+STABILITY: SURFACE MOTION
 ED1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1345+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1988
 ED1345
 ED1345  HISTORY     - Date     Condition        Report By
 ED1345  HISTORY     - 1982     MONUMENTED       SCGS
 ED1345  HISTORY     - 1982     GOOD             SCGS
 ED1345  HISTORY     - 19880803 GOOD             SCGS
 ED1345  HISTORY     - 19881101 GOOD             SCGS
 ED1345
 ED1345                          STATION DESCRIPTION
 ED1345
 ED1345'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1345'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH-SOUTHEAST OF
 ED1345'LYMAN, 11.2 KM (7.0 MI) EAST-NORTHEAST OF PELHAM, 1.6 KM
 ED1345'(1.0 MI) NORTHEAST OF REIDVILLE, STATION IS SET ALONG ROAD
 ED1345'RIGHT-OF-WAY.
 ED1345'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 ED1345'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 ED1345'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 ED1345'
 ED1345'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 ED1345'290 AND 296, WHICH IS ABOUT 4.8 KM (3.0 MI) NORTHEAST OF
 ED1345'REIDVILLE.  GO SOUTHWESTERLY ON HIGHWAY 296 FOR 3.7 KM (2.3 MI)
 ED1345'TO A ROAD RIGHT, COUNTY ROAD S-42-223, TURN RIGHT AND GO
 ED1345'NORTHERLY FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 ED1345'
 ED1345'THE STATION IS A STANDARD SCGS DISK
 ED1345'STAMPED---AZ MK 42 032 1982---,
 ED1345'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1345'FLUSH WITH GROUND.  IT IS LOCATED
 ED1345'22.83 METERS (74.90 FT) NORTHWEST FROM THE APPROXIMATE
 ED1345'CENTER OF THE EXTENDED CENTER OF A ROAD LEADING EAST,
 ED1345'8.60 METERS (28.21 FT) SOUTHWEST FROM THE APPROXIMATE
 ED1345'CENTER OF S-42-223 AND
 ED1345'6.57 METERS (21.55 FT) NORTHWEST FROM AN 8 CM OAK TREE.
 ED1345'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1345'STAMPED---AZ MK 42 032 1982---,
 ED1345'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1345'
 ED1345'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED1345'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1345
 ED1345                          STATION RECOVERY (1982)
 ED1345
 ED1345'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1345'RECOVERED IN GOOD CONDITION.
 ED1345
 ED1345                          STATION RECOVERY (1988)
 ED1345
 ED1345'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1345'STATION IS LOCATED 0.8 MI NORTHEAST OF REIDVILLE, 6.5 MI WEST
 ED1345'NORTHWEST OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O.
 ED1345'BOX 191, COLUMBIA, SC  29202.
 ED1345'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 296 AND 101,
 ED1345'(2.2 MI WEST SOUTHWEST OF REIDVILLE), GO NORTHEAST ON HIGHWAY 296
 ED1345'(REIDVILLE ROAD) FOR 3.05 MI TO THE JUNCTION OF STATE ROAD 223 (GANO
 ED1345'DRIVE), TURN LEFT ON ROAD 223 FOR 0.3 MI TO THE MARK ON THE LEFT
 ED1345'NEAR A LARGE OAK TREE AT THE CORNER OF A PEACH ORCHARD.
 ED1345'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1345'ROAD, 74.8 FT NORTH NORTHWEST OF THE EXTENDED CENTER OF SHELL DRIVE,
 ED1345'28.6 FT WEST SOUTHWEST OF THE CENTER OF THE ROAD, 21.5 FT NORTH
 ED1345'NORTHWEST OF A LONE 30-INCH POST OAK TREE, 38.9 FT SOUTHEAST OF A
 ED1345'POWER POLE WITH POWER LINES CROSSING THE ROAD.
 ED1345
 ED1345                          STATION RECOVERY (1988)
 ED1345
 ED1345'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4498 ***********************************************************************
 AB4498  DESIGNATION -  42 033 2
 AB4498  PID         -  AB4498
 AB4498  STATE/COUNTY-  SC/SPARTANBURG
 AB4498  USGS QUAD   -  WELLFORD (1983)
 AB4498
 AB4498                         *CURRENT SURVEY CONTROL
 AB4498  ___________________________________________________________________
 AB4498* NAD 83(2001)-  34 54 51.75754(N)    082 06 27.62107(W)     ADJUSTED  
 AB4498* NAVD 88     -       263.5    (meters)     864.     (feet)  VERT ANG  
 AB4498  ___________________________________________________________________
 AB4498  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AB4498  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AB4498
 AB4498  HORZ ORDER  -  THIRD
 AB4498
 AB4498.The horizontal coordinates were established by classical geodetic methods
 AB4498.and adjusted by the National Geodetic Survey in March 2004..
 AB4498
 AB4498.The orthometric height was determined by vertical angle observations.
 AB4498
 AB4498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4498
 AB4498.The geoid height was determined by GEOID03.
 AB4498
 AB4498;                    North         East     Units Scale Factor Converg.
 AB4498;SPC SC       -   342,239.677   508,376.304   MT  1.00002982   -0 36 50.7
 AB4498;SPC SC       - 1,122,833.59  1,667,901.26   iFT  1.00002982   -0 36 50.7
 AB4498;UTM  17      - 3,864,107.721   398,815.681   MT  0.99972618   -0 38 02.5
 AB4498
 AB4498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4498!SPC SC       -   0.99996357  x   1.00002982  =   0.99999339
 AB4498!UTM  17      -   0.99996357  x   0.99972618  =   0.99968976
 AB4498
 AB4498:                Primary Azimuth Mark                     Grid Az
 AB4498:SPC SC       -  42 033 AZ MK                             055 09 46.1
 AB4498:UTM  17      -  42 033 AZ MK                             055 10 57.9
 AB4498
 AB4498|---------------------------------------------------------------------|
 AB4498| PID    Reference Object                     Distance      Geod. Az  |
 AB4498|                                                           dddmmss.s |
 AB4498| ED1940 42 033 AZ MK                        APPROX. 1.5 KM 0543255.4 |
 AB4498| ED1937 42 033                               30.503 METERS 21248     |
 AB4498| ED1997 DUNCAN LOT                          APPROX. 3.3 KM 2455038.8 |
 AB4498|---------------------------------------------------------------------|
 AB4498
 AB4498                          SUPERSEDED SURVEY CONTROL
 AB4498
 AB4498  NAD 83(1986)-  34 54 51.76810(N)    082 06 27.62372(W) AD(       ) 3
 AB4498
 AB4498.Superseded values are not recommended for survey control.
 AB4498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4498.See file dsdata.txt to determine how the superseded data were derived.
 AB4498
 AB4498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9881664108(NAD 83)
 AB4498_MARKER: DD = SURVEY DISK
 AB4498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4498_STAMPING: 42 033 2 1993
 AB4498_MARK LOGO: SCGS  
 AB4498_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB4498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4498+STABILITY: SURFACE MOTION
 AB4498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4498+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB4498
 AB4498  HISTORY     - Date     Condition        Report By
 AB4498  HISTORY     - 1993     MONUMENTED       SCGS
 AB4498
 AB4498                          STATION DESCRIPTION
 AB4498
 AB4498'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AB4498'STATION IS LOCATED NEAR THE NORTH CORNER OF THE JUNCTION OVERPASS OF
 AB4498'INTERSTATE 85 AND STATE HIGHWAY 290 WEST, 2.55 MILES (4.10 KM) SOUTH
 AB4498'OF WELLFORD AND 10.25 MILES (16.50 KM) WEST SOUTHWEST OF SPARTANBURG.
 AB4498'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AB4498'SC 29202, PHONE 803-737-1350.  STATION IS A CONCRETE POST FLUSH WITH
 AB4498'THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 8.4 FEET (2.6 M)
 AB4498'NORTHEAST OF THE SOUTHWEST EDGE OF THE NORTHEAST CURB OF HIGHWAY 290,
 AB4498'24.5 FEET (7.5 M) NORTH NORTHWEST OF THE NORTH CORNER OF THE NORTHEAST
 AB4498'CONCRETE GUARDRAIL OF THE OVERPASS, 28.5 FEET (8.7 M) SOUTH OF A POWER
 AB4498'POLE WITH A GUY WIRE, 5.4 FEET (1.6 M) EAST NORTHEAST OF THE CENTER OF
 AB4498'A MANHOLE COVER IN THE SIDEWALK, 24.5 FEET (7.5 M) NORTH NORTHWEST OF
 AB4498'A WITNESS POST. DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1940 ***********************************************************************
 ED1940  DESIGNATION -  42 033 AZ MK
 ED1940  PID         -  ED1940
 ED1940  STATE/COUNTY-  SC/SPARTANBURG
 ED1940  USGS QUAD   -  WELLFORD (1983)
 ED1940
 ED1940                         *CURRENT SURVEY CONTROL
 ED1940  ___________________________________________________________________
 ED1940* NAD 83(2001)-  34 55 20.18430(N)    082 05 39.14339(W)     ADJUSTED  
 ED1940* NAVD 88     -       220.5    (meters)     723.     (feet)  VERT ANG  
 ED1940  ___________________________________________________________________
 ED1940  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 ED1940  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 ED1940
 ED1940  HORZ ORDER  -  SECOND
 ED1940
 ED1940.The horizontal coordinates were established by classical geodetic methods
 ED1940.and adjusted by the National Geodetic Survey in March 2004..
 ED1940.No horizontal observational check was made to the station.
 ED1940
 ED1940.The orthometric height was determined by vertical angle observations.
 ED1940
 ED1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1940
 ED1940.The geoid height was determined by GEOID03.
 ED1940
 ED1940;                    North         East     Units Scale Factor Converg.
 ED1940;SPC SC       -   343,102.557   509,616.114   MT  1.00003283   -0 36 23.9
 ED1940;SPC SC       - 1,125,664.56  1,671,968.88   iFT  1.00003283   -0 36 23.9
 ED1940;UTM  17      - 3,864,969.906   400,055.410   MT  0.99972311   -0 37 35.2
 ED1940
 ED1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1940!SPC SC       -   0.99997032  x   1.00003283  =   1.00000315
 ED1940!UTM  17      -   0.99997032  x   0.99972311  =   0.99969344
 ED1940
 ED1940                          SUPERSEDED SURVEY CONTROL
 ED1940
 ED1940  NAD 83(1986)-  34 55 20.19490(N)    082 05 39.14698(W) AD(       ) 2
 ED1940  NAD 27      -  34 55 19.76531(N)    082 05 39.76169(W) AD(       ) 2
 ED1940  NGVD 29 (07/19/86)  220.     (m)          722.     (f) VERT ANG       
 ED1940
 ED1940.Superseded values are not recommended for survey control.
 ED1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1940.See file dsdata.txt to determine how the superseded data were derived.
 ED1940
 ED1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0005564970(NAD 83)
 ED1940_MARKER: DD = SURVEY DISK
 ED1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1940_SP_SET: CONCRETE POST
 ED1940_STAMPING: AZ MK 42 033 1982
 ED1940_MARK LOGO: SCGS  
 ED1940_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1940+STABILITY: SURFACE MOTION
 ED1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1940+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 ED1940
 ED1940  HISTORY     - Date     Condition        Report By
 ED1940  HISTORY     - 1982     MONUMENTED       SCGS
 ED1940  HISTORY     - 1982     GOOD             SCGS
 ED1940  HISTORY     - 19900125 GOOD             SCGS
 ED1940  HISTORY     - 19930804 GOOD             SCGS
 ED1940
 ED1940                          STATION DESCRIPTION
 ED1940
 ED1940'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1940'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHEAST OF
 ED1940'REIDVILLE, 5.6 KM (3.5 MI) SOUTH-SOUTHEAST OF WELLFORD,
 ED1940'5.6 KM (3.5 MI) SOUTHEAST OF LYMAN, STATION IS SET
 ED1940'ALONG ROAD RIGHT-OF-WAY OF INTERSTATE 85.
 ED1940'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1940'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1940'
 ED1940'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE
 ED1940'HIGHWAY 290 AND INTERSTATE HIGHWAY 85.  GO SOUTHERLY ON
 ED1940'HIGHWAY 290 FOR 0.2 KM (0.1 MI) TO ROAD LEFT AND SIGNS
 ED1940'FOR INTERSTATE 85 NORTH, TURN LEFT AND GO NORTHEASTERLY
 ED1940'ON INTERSTATE 85 FOR 1.4 KM (0.9 MI) TO A BRIDGE OVER
 ED1940'THE MIDDLE TYGER RIVER, CONTINUE 0.1 KM (0.05 MI) TO THE
 ED1940'STATION ON THE RIGHT, BEHIND A STEEL GUARDRAIL.
 ED1940'
 ED1940'THE STATION IS A STANDARD SCGS DISK
 ED1940'STAMPED---AZ MK 42 033 1982---,
 ED1940'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1940'FLUSH WITH GROUND.  IT IS LOCATED
 ED1940'25.91 METERS (85.0 FT) NORTHEAST FROM THE SOUTHEAST
 ED1940'END OF THE OVERPASS OVER RIVER.
 ED1940'7.55 METERS (24.76 FT) SOUTHEAST FROM THE APPROXIMATE
 ED1940'CENTER OF INTERSTATE 85 NORTH BOUND LANE.
 ED1940'0.41 METER (1.35 FT) WEST FROM A METAL WITNESS POST.
 ED1940'0.65 METER (2.13 FT) SOUTHEAST FROM A STEEL GUARDRAIL.
 ED1940'
 ED1940'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1940'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1940
 ED1940                          STATION RECOVERY (1982)
 ED1940
 ED1940'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1940'RECOVERED IN GOOD CONDITION.
 ED1940
 ED1940                          STATION RECOVERY (1990)
 ED1940
 ED1940'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED1940'STATION IS LOCATED 2.75 MILES SOUTHEAST OF LYMAN.  OWNERSHIP--SCDHPT,
 ED1940'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1940'803-737-1314.
 ED1940'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 290
 ED1940'AND INTERSTATE 85 (2.7 MILFS SOUTHEAST OF LYMAN), GO NORTHEAST ON
 ED1940'INTERSTATE 85 FOR 0.9 MILE TO A BRIDGE OVER THE MIDDLE TYGER RIVER
 ED1940'AND THE STATION NEAR THE SOUTHEAST CORNER OF THE BRIDGE.
 ED1940'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 ED1940'THE HIGHWAY, 85.0 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE
 ED1940'BRIDGE, 14.8 FEET SOUTHWEST OF THE EASTERN MOST GUARDRAIL POST, 24.2
 ED1940'FEET SOUTHEAST OF THE CENTFR OF THE NORTHBOUND LANES, 1.3 FEET
 ED1940'SOUTHWEST OF A METAL WITNESS POST, 1.8 FEET SOUTH SOUTHWEST OF A
 ED1940'WITNESS POST.
 ED1940'RECOVERED BY D.L. FERGUSON.
 ED1940
 ED1940                          STATION RECOVERY (1993)
 ED1940
 ED1940'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 ED1940'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1824 ***********************************************************************
 EC1824  DESIGNATION -  42 034
 EC1824  PID         -  EC1824
 EC1824  STATE/COUNTY-  SC/SPARTANBURG
 EC1824  USGS QUAD   -  PACOLET (1983)
 EC1824
 EC1824                         *CURRENT SURVEY CONTROL
 EC1824  ___________________________________________________________________
 EC1824* NAD 83(2001)-  34 55 34.46456(N)    081 50 39.22191(W)     ADJUSTED  
 EC1824* NAVD 88     -       243.0    (meters)     797.     (feet)  VERT ANG  
 EC1824  ___________________________________________________________________
 EC1824  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EC1824  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EC1824
 EC1824  HORZ ORDER  -  SECOND
 EC1824
 EC1824.The horizontal coordinates were established by classical geodetic methods
 EC1824.and adjusted by the National Geodetic Survey in March 2004..
 EC1824
 EC1824.The orthometric height was determined by vertical angle observations.
 EC1824
 EC1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1824
 EC1824.The geoid height was determined by GEOID03.
 EC1824
 EC1824;                    North         East     Units Scale Factor Converg.
 EC1824;SPC SC       -   343,328.405   532,461.058   MT  1.00003435   -0 28 04.9
 EC1824;SPC SC       - 1,126,405.53  1,746,919.48   iFT  1.00003435   -0 28 04.9
 EC1824;UTM  17      - 3,865,188.675   422,892.735   MT  0.99967328   -0 29 00.1
 EC1824
 EC1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1824!SPC SC       -   0.99996680  x   1.00003435  =   1.00000115
 EC1824!UTM  17      -   0.99996680  x   0.99967328  =   0.99964009
 EC1824
 EC1824:                Primary Azimuth Mark                     Grid Az
 EC1824:SPC SC       -  42 034 AZ MK                             099 43 23.9
 EC1824:UTM  17      -  42 034 AZ MK                             099 44 19.1
 EC1824
 EC1824|---------------------------------------------------------------------|
 EC1824| PID    Reference Object                     Distance      Geod. Az  |
 EC1824|                                                           dddmmss.s |
 EC1824| EC1823 42 034 AZ MK                        APPROX. 0.7 KM 0991519.0 |
 EC1824| EC2639 TP SPA 196                          140.407 METERS 27720     |
 EC1824|---------------------------------------------------------------------|
 EC1824
 EC1824                          SUPERSEDED SURVEY CONTROL
 EC1824
 EC1824  NAD 83(1986)-  34 55 34.47622(N)    081 50 39.22604(W) AD(       ) 2
 EC1824  NAD 27      -  34 55 34.02781(N)    081 50 39.86134(W) AD(       ) 2
 EC1824  NGVD 29 (07/19/86)  243.6    (m)          799.     (f) VERT ANG       
 EC1824
 EC1824.Superseded values are not recommended for survey control.
 EC1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1824.See file dsdata.txt to determine how the superseded data were derived.
 EC1824
 EC1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2289365189(NAD 83)
 EC1824_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1824_SP_SET: CONCRETE POST
 EC1824_STAMPING: HORZ 42 034 1982
 EC1824_MARK LOGO: SCGS  
 EC1824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1824+STABILITY: SURFACE MOTION
 EC1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1824+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1989
 EC1824
 EC1824  HISTORY     - Date     Condition        Report By
 EC1824  HISTORY     - 1982     MONUMENTED       SCGS
 EC1824  HISTORY     - 1982     GOOD             SCGS
 EC1824  HISTORY     - 19890113 GOOD             SCGS
 EC1824
 EC1824                          STATION DESCRIPTION
 EC1824
 EC1824'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1824'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHEAST OF
 EC1824'SPARTANBURG, 8.0 KM (5.0 MI) NORTHWEST OF PACOLET, 6.4 KM
 EC1824'(4.0 MI) SOUTH-SOUTHWEST OF CLIFTON, STATION IS SET ALONG
 EC1824'ROAD RIGHT-OF-WAY.
 EC1824'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP.
 EC1824'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1824'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1824'
 EC1824'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1824'295 AND 56, WHICH IS ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF
 EC1824'SPARTANBURG.  GO EASTERLY ON HIGHWAY 295 FOR 2.1 KM (1.3 MI) TO
 EC1824'A CROSSROAD, TURN LEFT CROSSING TRACKS AND FOLLOW PAVED ROAD
 EC1824'NORTHEASTERLY FOR 1.1 KM (0.7 MI) TO A T-JUNCTION AT U.S.
 EC1824'HIGHWAY 176 AND STATE HIGHWAY 9, TURN RIGHT AND GO EAST
 EC1824'FOR 0.7 KM (0.45 MI) TO A PAVED ROAD RIGHT (COUNTY ROAD S-42-314)
 EC1824'ON THE LEFT, CONTINUE AHEAD 0.2 KM (0.1 MI) TO THE STATION
 EC1824'ON THE LEFT.
 EC1824'
 EC1824'THE STATION IS A STANDARD SCGS DISK
 EC1824'STAMPED---HORZ 42 034 1982---,
 EC1824'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1824'FLUSH WITH GROUND.  IT IS LOCATED
 EC1824'45.40 METERS (149.0 FT) WEST-NORTHWEST FROM A PAVED
 EC1824'DRIVE LEADING TO A VACANT AREA,
 EC1824'11.89 METERS (39.10 FT) NORTH-NORTHEAST FROM THE
 EC1824'APPROXIMATE CENTER OF U.S. HIGHWAY 176 AND
 EC1824'0.56 METER (1.85 FT) SOUTH-SOUTHWEST FROM A METAL
 EC1824'WITNESS POST.
 EC1824'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1824'STAMPED---HORZ 42 034 1982---,
 EC1824'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1824'
 EC1824'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1824'STAMPED---AZ MK 42 034 1982---,
 EC1824'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1824'FLUSH WITH GROUND.  IT IS LOCATED
 EC1824'13.81 METERS (45.32 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 EC1824'CENTER OF U.S. HIGHWAY 176,
 EC1824'12.1 METERS (39.9 FT) EAST FROM THE APPROXIMATE CENTER
 EC1824'OF COUNTY ROAD S-42-30,
 EC1824'1.50 METERS (4.92 FT) NORTH FROM A POWER POLE WITH TWO
 EC1824'GUY WIRES AND
 EC1824'0.73 METER (2.41 FT) NORTH-NORTHEAST FROM A METAL WITNESS
 EC1824'POST.
 EC1824'
 EC1824'TO REACH AZIMUTH MARK FROM THE STATION PROCEED AHEAD ON U.S.
 EC1824'HIGHWAY 176 AND STATE HIGHWAY 9 FOR 0.6 KM (0.4 MI) TO A
 EC1824'CROSSROAD, COUNTY ROAD S-42-30 AND THE AZIMUTH SET
 EC1824'IN THE SOUTHEAST CORNER.
 EC1824'
 EC1824'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EC1824'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1824
 EC1824                          STATION RECOVERY (1982)
 EC1824
 EC1824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1824'RECOVERED IN GOOD CONDITION.
 EC1824
 EC1824                          STATION RECOVERY (1989)
 EC1824
 EC1824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1824'THE STATION IS LOCATED 5.2 MILES EAST-SOUTHEAST OF SPARTANBURG AND 5.2
 EC1824'MILES WEST-NORTHWEST OF PACOLET. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC1824'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC1824'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC1824'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO EASTERLY ON HIGHWAY 295 FOR
 EC1824'3.6 MILES TO THE JUNCTION OF STATE ROAD 30, TURN LEFT ON ROAD 30 FOR
 EC1824'1.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 176/STATE HIGHWAY 9, TURN
 EC1824'LEFT ON HIGHWAY 176/9 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 EC1824'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC1824'THE HIGHWAY, 19.6 FEET NORTH OF THE CENTER OF THE WESTBOUND LANES OF
 EC1824'THE HIGHWAY, 99.5 FEET WEST OF THE SOUTHERN-MOST WOODEN POST OF A
 EC1824'BILLBOARD, 257 FEET EAST-SOUTHEAST OF A LARGE METAL BILLBOARD POST
 EC1824'AND 2 FEET SOUTH OF A WITNESS POST.
 EC1824'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1823 ***********************************************************************
 EC1823  DESIGNATION -  42 034 AZ MK
 EC1823  PID         -  EC1823
 EC1823  STATE/COUNTY-  SC/SPARTANBURG
 EC1823  USGS QUAD   -  PACOLET (1983)
 EC1823
 EC1823                         *CURRENT SURVEY CONTROL
 EC1823  ___________________________________________________________________
 EC1823* NAD 83(2001)-  34 55 31.02054(N)    081 50 13.56644(W)     ADJUSTED  
 EC1823* NAVD 88     -       239.0    (meters)     784.     (feet)  VERT ANG  
 EC1823  ___________________________________________________________________
 EC1823  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EC1823  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EC1823
 EC1823  HORZ ORDER  -  SECOND
 EC1823
 EC1823.The horizontal coordinates were established by classical geodetic methods
 EC1823.and adjusted by the National Geodetic Survey in March 2004..
 EC1823.No horizontal observational check was made to the station.
 EC1823
 EC1823.The orthometric height was determined by vertical angle observations.
 EC1823
 EC1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1823
 EC1823.The geoid height was determined by GEOID03.
 EC1823
 EC1823;                    North         East     Units Scale Factor Converg.
 EC1823;SPC SC       -   343,216.976   533,111.349   MT  1.00003398   -0 27 50.7
 EC1823;SPC SC       - 1,126,039.95  1,749,052.98   iFT  1.00003398   -0 27 50.7
 EC1823;UTM  17      - 3,865,077.112   423,542.761   MT  0.99967205   -0 28 45.4
 EC1823
 EC1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1823!SPC SC       -   0.99996742  x   1.00003398  =   1.00000140
 EC1823!UTM  17      -   0.99996742  x   0.99967205  =   0.99963948
 EC1823
 EC1823                          SUPERSEDED SURVEY CONTROL
 EC1823
 EC1823  NAD 83(1986)-  34 55 31.03214(N)    081 50 13.57064(W) AD(       ) 2
 EC1823  NAD 27      -  34 55 30.58331(N)    081 50 14.20675(W) AD(       ) 2
 EC1823  NGVD 29 (07/19/86)  240.     (m)          787.     (f) VERT ANG       
 EC1823
 EC1823.Superseded values are not recommended for survey control.
 EC1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1823.See file dsdata.txt to determine how the superseded data were derived.
 EC1823
 EC1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2354365077(NAD 83)
 EC1823_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1823_SP_SET: CONCRETE POST
 EC1823_STAMPING: AZ MK 42 034 1982
 EC1823_MARK LOGO: SCGS  
 EC1823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1823+STABILITY: SURFACE MOTION
 EC1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1823+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1989
 EC1823
 EC1823  HISTORY     - Date     Condition        Report By
 EC1823  HISTORY     - 1982     MONUMENTED       SCGS
 EC1823  HISTORY     - 1982     GOOD             SCGS
 EC1823  HISTORY     - 19890113 GOOD             SCGS
 EC1823
 EC1823                          STATION DESCRIPTION
 EC1823
 EC1823'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1823'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHEAST OF
 EC1823'SPARTANBURG, 8.0 KM (5.0 MI) NORTHWEST OF PACOLET, 6.4 KM
 EC1823'(4.0 MI) SOUTH-SOUTHWEST OF CLIFTON, STATION IS SET ALONG
 EC1823'ROAD RIGHT-OF-WAY.
 EC1823'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1823'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1823'SUITE 202, COLUMBIA SC 29201, PHONE 803 758-3604.
 EC1823'
 EC1823'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1823'295 AND 56, WHICH IS ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF
 EC1823'SPARTANBURG.  GO EASTERLY ON HIGHWAY 295 FOR 2.1 KM (1.3 MI)
 EC1823'TO A CROSSROAD, TURN LEFT, CROSSING TRACKS AND FOLLOW PAVED
 EC1823'ROAD NORTHEASTERLY FOR 1.1 KM (0.7 MI) TO A T-JUNCTION AT U.S.
 EC1823'HIGHWAY 176 AND STATE HIGHWAY 9, TURN RIGHT AND GO EAST FOR 0.7 KM
 EC1823'(0.45 MI) TO A PAVED ROAD LEFT, COUNTY ROAD S-42-314, CONTINUE
 EC1823'AHEAD FOR 0.2 KM (0.1 MI) TO STATION 42 034 SCGS ON THE LEFT,
 EC1823'CONTINUE AHEAD FOR 0.6 KM (0.4 MI) TO A CROSSROAD (COUNTY ROAD
 EC1823'S-42-30) AND STATION SET IN THE SOUTHEAST CORNER.
 EC1823'
 EC1823'THE STATION IS A STANDARD SCGS DISK
 EC1823'STAMPED---AZ MK 42 034 1982---,
 EC1823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1823'FLUSH WITH GROUND.  IT IS LOCATED
 EC1823'13.81 METERS (45.32 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 EC1823'CENTER OF U.S. HIGHWAY 176,
 EC1823'12.1 METERS (39.9 FT) EAST FROM THE APPROXIMATE CENTER
 EC1823'OF COUNTY ROAD S-42-30,
 EC1823'1.5 METERS (4.92 FT) NORTH FROM A POWER POLE WITH TWO
 EC1823'GUY WIRES AND
 EC1823'0.73 METER (2.41 FT) NORTH-NORTHEAST FROM A METAL WITNESS
 EC1823'POST.
 EC1823'
 EC1823'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 EC1823'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1823
 EC1823                          STATION RECOVERY (1982)
 EC1823
 EC1823'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1823'RECOVERED IN GOOD CONDITION.
 EC1823
 EC1823                          STATION RECOVERY (1989)
 EC1823
 EC1823'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1823'THE STATION IS LOCATED 4.8 MILES WEST-NORTHWEST OF PACOLET AND 5.6
 EC1823'MILES EAST-SOUTHEAST OF SPARTANBURG.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC1823'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC1823'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC1823'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO EASTERLY ON HIGHWAY 295 FOR
 EC1823'3.6 MILES TO THE JUNCTION OF STATE ROAD 30, TURN LEFT ON ROAD 30 FOR
 EC1823'1.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 176/STATE HIGHWAY 9 AND THE
 EC1823'MARK IN THE SOUTHEAST ANGLE.
 EC1823'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1 FOOT ABOVE
 EC1823'THE HIGHWAY, 45.7 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANES OF
 EC1823'THE HIGHWAY, 39.0 FEET EAST OF THE CENTER OF THE ROAD, 4.1 FEET NORTH
 EC1823'OF A POWER POLE WITH FOUR GUY WIRES, 106.8 FEET NORTHWEST OF A LARGE
 EC1823'CEDAR TREE AND 2.6 FEET NORTH OF A WITNESS POST.
 EC1823'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1047 ***********************************************************************
 EC1047  DESIGNATION -  42 035
 EC1047  PID         -  EC1047
 EC1047  STATE/COUNTY-  SC/SPARTANBURG
 EC1047  USGS QUAD   -  SPARTANBURG (1983)
 EC1047
 EC1047                         *CURRENT SURVEY CONTROL
 EC1047  ___________________________________________________________________
 EC1047* NAD 83(2001)-  34 58 30.06709(N)    081 57 30.03231(W)     ADJUSTED  
 EC1047* NAVD 88     -       268.433  (meters)     880.68   (feet)  ADJUSTED  
 EC1047  ___________________________________________________________________
 EC1047  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 EC1047  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 EC1047  DYNAMIC HT  -         268.167 (meters)     879.81  (feet)  COMP
 EC1047  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 EC1047
 EC1047  HORZ ORDER  -  SECOND
 EC1047  VERT ORDER  -  FIRST     CLASS II
 EC1047
 EC1047.The horizontal coordinates were established by classical geodetic methods
 EC1047.and adjusted by the National Geodetic Survey in March 2004..
 EC1047
 EC1047.The orthometric height was determined by differential leveling
 EC1047.and adjusted by the National Geodetic Survey in June 1991..
 EC1047
 EC1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1047
 EC1047.The geoid height was determined by GEOID03.
 EC1047
 EC1047.The dynamic height is computed by dividing the NAVD 88
 EC1047.geopotential number by the normal gravity value computed on the
 EC1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1047.degrees latitude (g = 980.6199 gals.).
 EC1047
 EC1047.The modeled gravity was interpolated from observed gravity values.
 EC1047
 EC1047;                    North         East     Units Scale Factor Converg.
 EC1047;SPC SC       -   348,830.810   522,084.681   MT  1.00005345   -0 31 52.7
 EC1047;SPC SC       - 1,144,458.04  1,712,876.25   iFT  1.00005345   -0 31 52.7
 EC1047;UTM  17      - 3,870,692.117   412,521.699   MT  0.99969431   -0 32 57.8
 EC1047
 EC1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1047!SPC SC       -   0.99996281  x   1.00005345  =   1.00001626
 EC1047!UTM  17      -   0.99996281  x   0.99969431  =   0.99965714
 EC1047
 EC1047:                Primary Azimuth Mark                     Grid Az
 EC1047:SPC SC       -  LONE OAK SOU RWY MICROWAVE               300 58 59.3
 EC1047:UTM  17      -  LONE OAK SOU RWY MICROWAVE               301 00 04.4
 EC1047
 EC1047|---------------------------------------------------------------------|
 EC1047| PID    Reference Object                     Distance      Geod. Az  |
 EC1047|                                                           dddmmss.s |
 EC1047| EC1874 LONE OAK SOU RWY MICROWAVE          APPROX. 2.3 KM 3002706.6 |
 EC1047| EC1879 LONE OAK FLOWERS TANK               APPROX. 1.8 KM 3023506.4 |
 EC1047| EC1046 42 035 AZ MK                        APPROX. 1.6 KM 3072518.0 |
 EC1047|---------------------------------------------------------------------|
 EC1047
 EC1047                          SUPERSEDED SURVEY CONTROL
 EC1047
 EC1047  NAD 83(1986)-  34 58 30.07941(N)    081 57 30.03529(W) AD(       ) 2
 EC1047  NAD 27      -  34 58 29.64131(N)    081 57 30.65570(W) AD(       ) 2
 EC1047  NGVD 29 (??/??/??)  268.537  (m)          881.03   (f) ADJUSTED    1 2
 EC1047
 EC1047.Superseded values are not recommended for survey control.
 EC1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1047.See file dsdata.txt to determine how the superseded data were derived.
 EC1047
 EC1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1252270692(NAD 83)
 EC1047_MARKER: DD = SURVEY DISK
 EC1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1047_SP_SET: CONCRETE POST
 EC1047_STAMPING: HORZ 42 035 1982
 EC1047_MARK LOGO: SCGS  
 EC1047_PROJECTION: FLUSH
 EC1047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1047+STABILITY: SURFACE MOTION
 EC1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1047+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1990
 EC1047
 EC1047  HISTORY     - Date     Condition        Report By
 EC1047  HISTORY     - 1982     MONUMENTED       SCGS
 EC1047  HISTORY     - 1982     GOOD             SCGS
 EC1047  HISTORY     - 19900122 GOOD             SCGS
 EC1047
 EC1047                          STATION DESCRIPTION
 EC1047
 EC1047'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1047'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST
 EC1047'OF SPARTANBURG, 4.8 KM (3.0 MI) SOUTH-SOUTHEAST OF VALLY
 EC1047'FALLS, 6.4 KM (4.0 MI) EAST-SOUTHEAST OF SIGSBEE, STATION
 EC1047'IS SET ALONG ROAD RIGHT-OF-WAY.
 EC1047'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1047'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1047'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1047'
 EC1047'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 EC1047'221, 29 AND STATE HIGHWAY 56, WHICH IS RIGHT BY THE MONTGOMERY
 EC1047'BUILDING.  GO NORTHWESTERLY ON HIGHWAY 56 FOR 1.5 KM
 EC1047'(0.95 MI) TO A FORK RIGHT (STATE HIGHWAY 9), CONTINUE AHEAD
 EC1047'ON HIGHWAY 56 FOR 2.0 KM (1.25 MI) TO THE STATION
 EC1047'ON THE RIGHT.
 EC1047'
 EC1047'THE STATION IS A STANDARD SCGS DISK
 EC1047'STAMPED---HORZ 42 035 1982---,
 EC1047'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1047'FLUSH WITH GROUND.  IT IS LOCATED
 EC1047'2.5 METERS (8.20 FT) NORTHEAST FROM THE CURB OF THE
 EC1047'NORTH BOUND LANE OF HIGHWAY 56,
 EC1047'3.0 METERS (9.85 FT) NORTH FROM THE APPROXIMATE
 EC1047'CENTER OF A STEEL MAN HOLE COVER,
 EC1047'0.73 METER (2.39 FT) NORTH-NORTHEAST FROM A METAL
 EC1047'WITNESS POST AND
 EC1047'0.66 METER (2.16 FT) WEST-NORTHWEST FROM A POWER POLE
 EC1047'WITH TWO GUY WIRES.
 EC1047'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1047'STAMPED---HORZ 42 035 1982---,
 EC1047'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1047'
 EC1047'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1047'STAMPED---AZ MK 42 035 1982---,
 EC1047'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1047'FLUSH WITH GROUND.  IT IS LOCATED
 EC1047'35.9 METERS (117.8 FT) SOUTH-SOUTHEAST FROM THE METAL
 EC1047'GUARDRAIL ALONG SIDE OF THE NORTH BOUND LANE OF INTERSTATE 85,
 EC1047'19.3 METERS (63.32 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1047'CENTER OF TRAFFIC CIRCLE,
 EC1047'4.6 METERS (15.1 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 EC1047'CENTER OF STONE MONUMENT FOR HEARON CIRCLE,
 EC1047'0.98 METER (3.21 FT) NORTH FROM THE NORTHWESTERLY
 EC1047'METAL WITNESS POST AND
 EC1047'0.98 METER (3.21 FT) SOUTHWEST FROM THE SOUTHWEST
 EC1047'OF A METAL WITNESS POST.
 EC1047'
 EC1047'TO REACH AZIMUTH MARK FROM THE STATION PROCEED AHEAD ON
 EC1047'HIGHWAY 56 FOR 1.6 KM (1.0 MI) TO THE HEARON CIRCLE AND THE
 EC1047'AZIMUTH SET IN THE CIRCLE.
 EC1047'
 EC1047'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 EC1047'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1047
 EC1047                          STATION RECOVERY (1982)
 EC1047
 EC1047'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1047'4.0 KM (2.5 MI) NE FROM SPARTANBURG.
 EC1047'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 56.
 EC1047'1.6 KILOMETERS (1.0 MILE) SOUTHEAST ALONG STATE HIGHWAY 56
 EC1047'FROM THE JUNCTION OF INTERSTATE 85, AT THE NORTH END OF
 EC1047'SPARTANBURG, SET NEAR A POWER POLE IN THE FRONT YARD OF A
 EC1047'ONE STORY HOUSE, 73.5 METERS (241.0 FEET) WEST NORTHWEST
 EC1047'OF THE CENTER LINE OF COUNTY ROAD S-42-96, 47.9 METERS
 EC1047'(157.3 FEET) NORTHWEST OF A FIRE HYDRANT, 18.4 METERS
 EC1047'(60.3 FEET) SOUTH OF THE SOUTHWEST CORNER OF SMALL HOUSE,
 EC1047'12.8 METERS (42.0 FEET) WEST OF THE WEST CORNER OF A SMALL
 EC1047'HOUSE, 14.0 METERS (46.0 FEET) NORTHEAST OF THE APPROXIMATE
 EC1047'CENTER OF STATE HIGHWAY 56, 0.6 METER (2.0 FEET) WEST NORTHWEST
 EC1047'OF A POWER POLE.
 EC1047'THE MARK IS 0.80 METERS  N FROM A WITNESS POST.
 EC1047
 EC1047                          STATION RECOVERY (1990)
 EC1047
 EC1047'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1047'STATION IS LOCATED 2.2 MILFS
 EC1047'NORTHWESTOFSPARTANBURG.OWNFRSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION,
 EC1047'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC1047'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (NORTH
 EC1047'CHURCH STREET) AND STATE HIGHWAY 56 (ASHEVILLE HIGHWAY) IN
 EC1047'SPARTANBURG, GO NORTHWEST ON HIGHWAY 56 FOR 1.25 MILES TO THE
 EC1047'JUNCTION OF STATE ROAD 96 (CALIFORNIA AVENUE), CONTINUE ON HIGHWAY 56
 EC1047'FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE WITH
 EC1047'TRANSFORMER AND TWO GUY WIRES.
 EC1047'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 EC1047'THE HIGHWAY, 1.4 FEET WEST NORTHWEST OF THE POWER POLE, 7.7 FEET
 EC1047'NORTHEAST OF THE NORTHEAST EDGE OF THE CURBING OF THE HIGHWAY, 41.5
 EC1047'FEET WEST OF THE NORTHWEST CORNER OF A WOOD-SIDED HOUSE, 52.0 FEET
 EC1047'SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO FACED ALUMINUM BUILDING
 EC1047'(MR. TRANSMISSION), 2.7 FEFT NORTH OF A WITNESS POST.
 EC1047'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 EC1047'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1046 ***********************************************************************
 EC1046  DESIGNATION -  42 035 AZ MK
 EC1046  PID         -  EC1046
 EC1046  STATE/COUNTY-  SC/SPARTANBURG
 EC1046  USGS QUAD   -  SPARTANBURG (1983)
 EC1046
 EC1046                         *CURRENT SURVEY CONTROL
 EC1046  ___________________________________________________________________
 EC1046* NAD 83(2001)-  34 59 01.54694(N)    081 58 20.02541(W)     ADJUSTED  
 EC1046* NAVD 88     -       272.995  (meters)     895.65   (feet)  ADJUSTED  
 EC1046  ___________________________________________________________________
 EC1046  X           -     730,616.993 (meters)                     COMP
 EC1046  Y           -  -5,180,390.027 (meters)                     COMP
 EC1046  Z           -   3,636,529.641 (meters)                     COMP
 EC1046  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 EC1046  ELLIP HEIGHT-         241.47  (meters)          (03/27/03) GPS OBS
 EC1046  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 EC1046  DYNAMIC HT  -         272.724 (meters)     894.76  (feet)  COMP
 EC1046  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 EC1046
 EC1046  HORZ ORDER  -  SECOND
 EC1046  VERT ORDER  -  FIRST     CLASS II
 EC1046  ELLP ORDER  -  FOURTH    CLASS II
 EC1046
 EC1046.The horizontal coordinates were established by classical geodetic methods
 EC1046.and adjusted by the National Geodetic Survey in March 2003..
 EC1046
 EC1046.The orthometric height was determined by differential leveling
 EC1046.and adjusted by the National Geodetic Survey in June 1991..
 EC1046
 EC1046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC1046
 EC1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1046
 EC1046.The ellipsoidal height was determined by GPS observations
 EC1046.and is referenced to NAD 83.
 EC1046
 EC1046.The geoid height was determined by GEOID03.
 EC1046
 EC1046.The dynamic height is computed by dividing the NAVD 88
 EC1046.geopotential number by the normal gravity value computed on the
 EC1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1046.degrees latitude (g = 980.6199 gals.).
 EC1046
 EC1046.The modeled gravity was interpolated from observed gravity values.
 EC1046
 EC1046;                    North         East     Units Scale Factor Converg.
 EC1046;SPC SC       -   349,812.771   520,825.694   MT  1.00005695   -0 32 20.4
 EC1046;SPC SC       - 1,147,679.69  1,708,745.72   iFT  1.00005695   -0 32 20.4
 EC1046;UTM  17      - 3,871,674.126   411,263.477   MT  0.99969704   -0 33 26.9
 EC1046
 EC1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1046!SPC SC       -   0.99996210  x   1.00005695  =   1.00001905
 EC1046!UTM  17      -   0.99996210  x   0.99969704  =   0.99965915
 EC1046
 EC1046:                Primary Azimuth Mark                     Grid Az
 EC1046:SPC SC       -  42 035                                   127 57 09.8
 EC1046:UTM  17      -  42 035                                   127 58 16.3
 EC1046
 EC1046|---------------------------------------------------------------------|
 EC1046| PID    Reference Object                     Distance      Geod. Az  |
 EC1046|                                                           dddmmss.s |
 EC1046| EC1047 42 035                              APPROX. 1.6 KM 1272449.4 |
 EC1046| EC1872 SPARTANBURG FIRESTONE TANK          APPROX. 1.5 KM 2370326.4 |
 EC1046|---------------------------------------------------------------------|
 EC1046
 EC1046                          SUPERSEDED SURVEY CONTROL
 EC1046
 EC1046  NAD 83(1995)-  34 59 01.54714(N)    081 58 20.02484(W) AD(       ) 2
 EC1046  ELLIP H (12/20/99)  241.48   (m)                       GP(       ) 4 1
 EC1046  NAD 83(1986)-  34 59 01.55938(N)    081 58 20.02809(W) AD(       ) 2
 EC1046  NAD 27      -  34 59 01.12292(N)    081 58 20.64617(W) AD(       ) 2
 EC1046  NAVD 88 (03/10/92)  272.99   (m)          895.6    (f) LEVELING    3  
 EC1046  NGVD 29 (??/??/??)  273.099  (m)          895.99   (f) ADJUSTED    1 2
 EC1046
 EC1046.Superseded values are not recommended for survey control.
 EC1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1046.See file dsdata.txt to determine how the superseded data were derived.
 EC1046
 EC1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1126371674(NAD 83)
 EC1046_MARKER: DD = SURVEY DISK
 EC1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1046_SP_SET: CONCRETE POST
 EC1046_STAMPING: AZ MK 42 035 1982
 EC1046_MARK LOGO: SCGS  
 EC1046_PROJECTION: FLUSH
 EC1046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1046+STABILITY: SURFACE MOTION
 EC1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1046+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1990
 EC1046
 EC1046  HISTORY     - Date     Condition        Report By
 EC1046  HISTORY     - 1982     MONUMENTED       SCGS
 EC1046  HISTORY     - 1982     GOOD             SCGS
 EC1046  HISTORY     - 19900122 GOOD             SCGS
 EC1046
 EC1046                          STATION DESCRIPTION
 EC1046
 EC1046'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1046'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST
 EC1046'OF SPARTANBURG, 4.8 KM (3.0 MI) SOUTH-SOUTHEAST OF VALLY
 EC1046'FALLS, 6.4 KM (4.0 MI) EAST-SOUTHEAST OF SIGSBEE, STATION
 EC1046'IS SET AT THE HEARON CIRCLE.
 EC1046'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1046'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1046'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1046'
 EC1046'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 EC1046'221, 29 AND STATE HIGHWAY 56, WHICH IS RIGHT BY THE MONTGOMERY
 EC1046'BUILDING.  GO NORTHWESTERLY ON HIGHWAY 56 FOR 1.5 KM (0.95 MI)
 EC1046'TO A FORK RIGHT (STATE HIGHWAY 9), CONTINUE AHEAD ON 56 FOR
 EC1046'2.0 KM (1.25 MI) TO STATION 42 035 SCGS ON THE RIGHT,
 EC1046'CONTINUE AHEAD ON 56 FOR 1.6 KM (1.0 MI) TO THE HEARON CIRCLE
 EC1046'AND THE STATION SET IN THE CIRCLE.
 EC1046'
 EC1046'THE STATION IS A STANDARD SCGS DISK
 EC1046'STAMPED---AZ MK 42 035 1982---,
 EC1046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1046'FLUSH WITH GROUND.  IT IS LOCATED
 EC1046'35.9 METERS (117.8 FT) SOUTH-SOUTHEAST FROM THE METAL
 EC1046'GUARDRAIL ALONG SIDE OF THE NORTH BOUND LANE OF INTERSTATE 85,
 EC1046'19.30 METERS (63.32 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1046'CENTER OF TRAFFIC CIRCLE,
 EC1046'4.60 METERS (15.1 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 EC1046'CENTER OF A STONE MONUMENT FOR HEARON CIRCLE,
 EC1046'0.98 METER (3.21 FT) NORTH FROM A METAL WITNESS POST AND
 EC1046'0.98 METER (3.21 FT) SOUTHWEST FROM A METAL WITNESS POST.
 EC1046'
 EC1046'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 EC1046'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1046
 EC1046                          STATION RECOVERY (1982)
 EC1046
 EC1046'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1046'5.6 KM (3.5 MI) NE FROM SPARTANBURG.
 EC1046'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 56.
 EC1046'THIS MARK IS LOCATED ON THE SOUTH SIDE OF INTERSTATE 85 AT
 EC1046'THE JUNCTION OF STATE HIGHWAY 56 AND INTERSTATE 85, SET IN
 EC1046'THE HEARON CIRCLE IN LINE WITH THE APPROXIMATE CENTER OF STATE
 EC1046'HIGHWAY 56, 51.2 METERS (168.0 FEET) SOUTH OF THE SOUTHWEST END
 EC1046'OF THE RAILING ON THE EASTERLY BRIDGE, 51.5 METERS (169.0 FEET)
 EC1046'EAST OF THE SOUTHEAST END OF THE RAILING ON THE WESTERLY BRIDGE,
 EC1046'18.9 METERS (62.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF
 EC1046'HEARON CIRCLE ROAD, 4.1 METERS (13.5 FEET) SOUTHWEST OF A STONE
 EC1046'MONUMENT DESIGNATING HEARON CIRCLE.
 EC1046'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 EC1046
 EC1046                          STATION RECOVERY (1990)
 EC1046
 EC1046'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1046'STATION IS LOCATED NEAR A GRANITE MONUMENT IN A GRASSY MEDIAN (HEARON
 EC1046'CIRCLE) AT THE JUNCTION OF INTESTATE 85 AND STATE HIGHWAY 56
 EC1046'(ASHEVILLE HIGHWAY), 3.0 MILES NORTHWEST OF SPARTANBURG.
 EC1046'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC1046'COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC1046'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC1046'HIGHWAY 56, 28.4 FEET NORTHWEST OF POWER POLE NUMBER 16819, 13.2 FEET
 EC1046'SOUTHWEST OF THE WEST CORNFR OF THE MONUMENT (UPRIGHT PORTION), 102.8
 EC1046'FEET SOUTH SOUTHEAST OF THF SOUTH CORNER OF THE SOUTHEAST LEG OF AN
 EC1046'EXIT SIGN (73A), 63.2 FEET NORTHWEST OF THE CENTER OF HIGHWAY 56, 3.4
 EC1046'FEET SOUTHWEST OF A WITNESS POST, 3.1 FEET NORTHEAST OF A WITNESS
 EC1046'POST.
 EC1046'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1079 ***********************************************************************
 EC1079  DESIGNATION -  42 036
 EC1079  PID         -  EC1079
 EC1079  STATE/COUNTY-  SC/SPARTANBURG
 EC1079  USGS QUAD   -  SPARTANBURG (1983)
 EC1079
 EC1079                         *CURRENT SURVEY CONTROL
 EC1079  ___________________________________________________________________
 EC1079* NAD 83(2001)-  34 58 20.14960(N)    081 53 56.07726(W)     ADJUSTED  
 EC1079* NAVD 88     -       241.823  (meters)     793.38   (feet)  ADJUSTED  
 EC1079  ___________________________________________________________________
 EC1079  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EC1079  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 EC1079  DYNAMIC HT  -         241.583 (meters)     792.59  (feet)  COMP
 EC1079  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 EC1079
 EC1079  HORZ ORDER  -  SECOND
 EC1079  VERT ORDER  -  FIRST     CLASS II
 EC1079
 EC1079.The horizontal coordinates were established by classical geodetic methods
 EC1079.and adjusted by the National Geodetic Survey in March 2004..
 EC1079
 EC1079.The orthometric height was determined by differential leveling
 EC1079.and adjusted by the National Geodetic Survey in June 1991..
 EC1079
 EC1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1079
 EC1079.The geoid height was determined by GEOID03.
 EC1079
 EC1079.The dynamic height is computed by dividing the NAVD 88
 EC1079.geopotential number by the normal gravity value computed on the
 EC1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1079.degrees latitude (g = 980.6199 gals.).
 EC1079
 EC1079.The modeled gravity was interpolated from observed gravity values.
 EC1079
 EC1079;                    North         East     Units Scale Factor Converg.
 EC1079;SPC SC       -   348,476.414   527,509.177   MT  1.00005235   -0 29 54.1
 EC1079;SPC SC       - 1,143,295.32  1,730,673.15   iFT  1.00005235   -0 29 54.1
 EC1079;UTM  17      - 3,870,336.195   417,944.110   MT  0.99968298   -0 30 55.0
 EC1079
 EC1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1079!SPC SC       -   0.99996699  x   1.00005235  =   1.00001934
 EC1079!UTM  17      -   0.99996699  x   0.99968298  =   0.99964998
 EC1079
 EC1079:                Primary Azimuth Mark                     Grid Az
 EC1079:SPC SC       -  SPARTANBURG BELL TEL MICROWAVE           220 09 13.9
 EC1079:UTM  17      -  SPARTANBURG BELL TEL MICROWAVE           220 10 14.8
 EC1079
 EC1079|---------------------------------------------------------------------|
 EC1079| PID    Reference Object                     Distance      Geod. Az  |
 EC1079|                                                           dddmmss.s |
 EC1079| EC1867 SPARTANBURG BELL TEL MICROWAVE      APPROX. 2.9 KM 2193919.8 |
 EC1079| EC1855 SPARTANBURG MUNICIPAL TANK          APPROX. 3.8 KM 2265015.6 |
 EC1079| EC1866 SPARTANBURG FIRST BAP CH SPIRE      APPROX. 3.5 KM 2272132.8 |
 EC1079| EC1078 42 036 AZ MK                        450.910 METERS 2343549.1 |
 EC1079|---------------------------------------------------------------------|
 EC1079
 EC1079                          SUPERSEDED SURVEY CONTROL
 EC1079
 EC1079  NAD 83(1986)-  34 58 20.16226(N)    081 53 56.08077(W) AD(       ) 2
 EC1079  NAD 27      -  34 58 19.72059(N)    081 53 56.70813(W) AD(       ) 2
 EC1079  NGVD 29 (??/??/??)  241.926  (m)          793.72   (f) ADJUSTED    1 2
 EC1079
 EC1079.Superseded values are not recommended for survey control.
 EC1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1079.See file dsdata.txt to determine how the superseded data were derived.
 EC1079
 EC1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1794470336(NAD 83)
 EC1079_MARKER: DD = SURVEY DISK
 EC1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1079_SP_SET: CONCRETE POST
 EC1079_STAMPING: HORZ 42 036 1982
 EC1079_MARK LOGO: SCGS  
 EC1079_PROJECTION: FLUSH
 EC1079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1079+STABILITY: SURFACE MOTION
 EC1079
 EC1079  HISTORY     - Date     Condition        Report By
 EC1079  HISTORY     - 1982     MONUMENTED       SCGS
 EC1079  HISTORY     - 1982     GOOD             NGS
 EC1079
 EC1079                          STATION DESCRIPTION
 EC1079
 EC1079'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1079'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF
 EC1079'GLENDALE, 3.2 KM (2.0 MI) NORTHEAST OF SPARTANBURG, 1.6 KM
 EC1079'(1.0 MI) SOUTHWEST OF ZION HILL, STATION IS SET ALONG
 EC1079'ROAD RIGHT-OF-WAY.
 EC1079'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1079'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1079'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1079'
 EC1079'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176,
 EC1079'STATE HIGHWAY 9 (PINE STREET), AND U.S. HIGHWAY 29 (MAIN STREET).
 EC1079'GO NORTHWEST ON HIGHWAYS 176 AND 9 FOR 1.4 KM (0.85 MI) TO
 EC1079'COUNTY ROAD S-42-44 (ISOM STREET) ON THE RIGHT, TURN RIGHT AND
 EC1079'FOLLOW S-42-44 FOR 2.6 KM (1.6 MI) TO CROSSROADS (COUNTY ROAD
 EC1079'S-42-31), TURN LEFT AND GO 0.1 KM (0.05 MI) TO THE AZIMUTH
 EC1079'ON THE LEFT, CONTINUE AHEAD 0.4 KM (0.25 MI) TO THE STATION ON
 EC1079'THE RIGHT, JUST BEFORE A ROAD RIGHT.
 EC1079'
 EC1079'THE STATION IS A STANDARD SCGS DISK
 EC1079'STAMPED---HORZ 42 036 1982---,
 EC1079'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1079'FLUSH WITH GROUND.  IT IS LOCATED
 EC1079'8.70 METERS (28.54 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 EC1079'CENTER OF S-42-31,
 EC1079'8.17 METERS (26.8 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 EC1079'CENTER OF PAVED ROAD,
 EC1079'1.20 METERS (3.94 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 EC1079'CENTER OF A SIDEWALK RUNNING PARALLEL WITH S-42-31 AND
 EC1079'1.20 METER (3.94 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 EC1079'CENTER OF SIDEWALK RUNNING PARALLEL WITH THE PAVED ROAD.
 EC1079'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1079'STAMPED---HORZ 42 036 1982---,
 EC1079'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1079'
 EC1079'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1079'STAMPED---AZ MK 42 036 1982---,
 EC1079'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1079'FLUSH WITH GROUND.  IT IS LOCATED
 EC1079'1.0 METER (3.28 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1079'CENTER OF S-42-31,
 EC1079'1.50 METERS (4.92 FT) SOUTHWEST FROM A FIRE HYDRANT,
 EC1079'3.72 METERS (12.21 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1079'CENTER OF SIDEWALK AND
 EC1079'9.24 METERS (30.30 FT) SOUTH-SOUTHEAST FROM A METAL
 EC1079'WITNESS POST.
 EC1079'
 EC1079'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 EC1079'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1079
 EC1079                          STATION RECOVERY (1982)
 EC1079
 EC1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EC1079'IN DRAYTON.
 EC1079'2.7 KILOMETERS (1.65 MILES) NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE
 EC1079'JUNCTION OF U.S. HIGHWAY 176, INTERSTATE HIGHWAY
 EC1079'585 AND STATE HIGHWAY 9 IN SPARTANBURG,
 EC1079'THENCE 0.8 KILOMETER (0.55 MILE) NORTH ALONG COUNTY ROAD S-42-44,
 EC1079'THENCE 0.4 KILOMETER (0.3 MILE) NORTHEAST ALONG COUNTY ROAD S-42-31,
 EC1079'SET IN THE NORTH CORNER OF THE HUTSON ELEMENTARY SCHOOL LAWN,
 EC1079'53.2 METERS (174.4 FEET) NORTH-NORTHEAST OF A FIRE HYDRANT,
 EC1079'8.8 METERS (29.0 FEET) SOUTH-SOUTHEAST OF THE CENTER OF COUNTY ROAD
 EC1079'S-42-31, 6.7 METERS (22.0 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE
 EC1079'CENTER OF A PAVED ROAD LEADING TO A SMALL PARKING LOT FOR THE SCHOOL
 EC1079'AND 0.6 METER (2.0 FEET) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF A
 EC1079'SIDEWALK.
 EC1079'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-42-31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1078 ***********************************************************************
 EC1078  DESIGNATION -  42 036 AZ MK
 EC1078  PID         -  EC1078
 EC1078  STATE/COUNTY-  SC/SPARTANBURG
 EC1078  USGS QUAD   -  SPARTANBURG (1983)
 EC1078
 EC1078                         *CURRENT SURVEY CONTROL
 EC1078  ___________________________________________________________________
 EC1078* NAD 83(2001)-  34 58 11.67269(N)    081 54 10.56591(W)     ADJUSTED  
 EC1078* NAVD 88     -       232.719  (meters)     763.51   (feet)  ADJUSTED  
 EC1078  ___________________________________________________________________
 EC1078  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EC1078  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 EC1078  DYNAMIC HT  -         232.488 (meters)     762.75  (feet)  COMP
 EC1078  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 EC1078
 EC1078  HORZ ORDER  -  THIRD
 EC1078  VERT ORDER  -  FIRST     CLASS II
 EC1078
 EC1078.The horizontal coordinates were established by classical geodetic methods
 EC1078.and adjusted by the National Geodetic Survey in March 2004..
 EC1078
 EC1078.The orthometric height was determined by differential leveling
 EC1078.and adjusted by the National Geodetic Survey in June 1991..
 EC1078
 EC1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1078
 EC1078.The geoid height was determined by GEOID03.
 EC1078
 EC1078.The dynamic height is computed by dividing the NAVD 88
 EC1078.geopotential number by the normal gravity value computed on the
 EC1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1078.degrees latitude (g = 980.6199 gals.).
 EC1078
 EC1078.The modeled gravity was interpolated from observed gravity values.
 EC1078
 EC1078;                    North         East     Units Scale Factor Converg.
 EC1078;SPC SC       -   348,218.385   527,139.364   MT  1.00005142   -0 30 02.1
 EC1078;SPC SC       - 1,142,448.77  1,729,459.86   iFT  1.00005142   -0 30 02.1
 EC1078;UTM  17      - 3,870,078.370   417,574.357   MT  0.99968373   -0 31 03.2
 EC1078
 EC1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1078!SPC SC       -   0.99996842  x   1.00005142  =   1.00001984
 EC1078!UTM  17      -   0.99996842  x   0.99968373  =   0.99965216
 EC1078
 EC1078                          SUPERSEDED SURVEY CONTROL
 EC1078
 EC1078  NAD 83(1986)-  34 58 11.68540(N)    081 54 10.56917(W) AD(       ) 3
 EC1078  NAD 27      -  34 58 11.24369(N)    081 54 11.19632(W) AD(       ) 3
 EC1078  NGVD 29 (??/??/??)  232.822  (m)          763.85   (f) ADJUSTED    1 2
 EC1078
 EC1078.Superseded values are not recommended for survey control.
 EC1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1078.See file dsdata.txt to determine how the superseded data were derived.
 EC1078
 EC1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1757470078(NAD 83)
 EC1078_MARKER: DD = SURVEY DISK
 EC1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1078_SP_SET: CONCRETE POST
 EC1078_STAMPING: AZ MK 42 036 1982
 EC1078_MARK LOGO: SCGS  
 EC1078_PROJECTION: FLUSH
 EC1078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1078+STABILITY: SURFACE MOTION
 EC1078
 EC1078  HISTORY     - Date     Condition        Report By
 EC1078  HISTORY     - 1982     MONUMENTED       SCGS
 EC1078  HISTORY     - 1982     GOOD             NGS
 EC1078
 EC1078                          STATION DESCRIPTION
 EC1078
 EC1078'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1078'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF
 EC1078'GLENDALE, 3.2 KM (2.0 MI) NORTHEAST OF SPARTANBURG, 1.6 KM
 EC1078'(1.0 MI) SOUTHWEST OF ZION HILL, STATION SET ON
 EC1078'ROAD RIGHT-OF-WAY.
 EC1078'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1078'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1078'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1078'
 EC1078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176,
 EC1078'STATE HIGHWAY 9 (PINE STREET), AND U.S. HIGHWAY 29
 EC1078'(MAIN STREET).  GO NORTHWEST ON HIGHWAYS 176 AND 9 FOR 1.4 KM
 EC1078'(0.85 MI) TO COUNTY ROAD S-42-44 (ISOM STREET) ON THE RIGHT,
 EC1078'TURN RIGHT AND FOLLOW S-42-44 FOR 2.6 KM (1.6 MI) TO A CROSSROAD
 EC1078'(COUNTY ROAD S-42-31), TURN LEFT AND GO 0.1 KM (0.05 MI) TO
 EC1078'THE STATION ON THE LEFT.
 EC1078'
 EC1078'THE STATION IS A STANDARD SCGS DISK
 EC1078'STAMPED---AZ MK 42 036 1982---,
 EC1078'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1078'FLUSH WITH GROUND.  IT IS LOCATED
 EC1078'1.0 METER (3.28 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 EC1078'CENTER OF S-42-31,
 EC1078'1.50 METERS (4.92 FT) SOUTHWEST FROM A FIRE HYDRANT,
 EC1078'3.72 METERS (12.21 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1078'CENTER OF SIDEWALK AND
 EC1078'9.22 METERS (30.24 FT) SOUTH-SOUTHEAST FROM A METAL
 EC1078'WITNESS POST.
 EC1078'
 EC1078'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 EC1078'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1078
 EC1078                          STATION RECOVERY (1982)
 EC1078
 EC1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EC1078'IN DRAYTON.
 EC1078'2.7 KILOMETERS (1.65 MILES) NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE
 EC1078'JUNCTION OF U.S. HIGHWAY 176, INTERSTATE HIGHWAY
 EC1078'585 AND STATE HIGHWAY 9 IN SPARTANBURG,
 EC1078'THENCE 0.8 KILOMETER (0.55 MILE) NORTH ALONG COUNTY ROAD S-42-44,
 EC1078'SET NEAR A FIRE HYDRANT IN THE NORTH ANGLE OF THE INTERSECTION,
 EC1078'63.4 METERS (208.0 FEET) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY
 EC1078'ROAD S-42-44, 9.4 METERS (30.8 FEET) NORTH-NORTHWEST OF THE CENTER
 EC1078'OF COUNTY ROAD S-42-31, 3.9 METERS (12.7 FEET) WEST-SOUTHWEST OF
 EC1078'A FIRE HYDRANT AND 2.2 METERS (7.2 FEET) SOUTH-SOUTHEAST OF A 30-INCH
 EC1078'OAK TREE.
 EC1078'THE MARK IS 1.10 METERS  SSE FROM A WITNESS POST.
 EC1078'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-42-31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1023 ***********************************************************************
 EC1023  DESIGNATION -  42 037
 EC1023  PID         -  EC1023
 EC1023  STATE/COUNTY-  SC/SPARTANBURG
 EC1023  USGS QUAD   -  SPARTANBURG (1983)
 EC1023
 EC1023                         *CURRENT SURVEY CONTROL
 EC1023  ___________________________________________________________________
 EC1023* NAD 83(2001)-  34 56 30.61102(N)    081 54 43.54882(W)     ADJUSTED  
 EC1023* NAVD 88     -       239.666  (meters)     786.30   (feet)  ADJUSTED  
 EC1023  ___________________________________________________________________
 EC1023  X           -     736,424.633 (meters)                     COMP
 EC1023  Y           -  -5,182,232.396 (meters)                     COMP
 EC1023  Z           -   3,632,698.557 (meters)                     COMP
 EC1023  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EC1023  ELLIP HEIGHT-         208.20  (meters)          (03/27/03) GPS OBS
 EC1023  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 EC1023  DYNAMIC HT  -         239.429 (meters)     785.53  (feet)  COMP
 EC1023  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 EC1023
 EC1023  HORZ ORDER  -  SECOND
 EC1023  VERT ORDER  -  FIRST     CLASS II
 EC1023  ELLP ORDER  -  FOURTH    CLASS II
 EC1023
 EC1023.The horizontal coordinates were established by classical geodetic methods
 EC1023.and adjusted by the National Geodetic Survey in March 2003..
 EC1023
 EC1023.The orthometric height was determined by differential leveling
 EC1023.and adjusted by the National Geodetic Survey in June 1991..
 EC1023
 EC1023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC1023
 EC1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1023
 EC1023.The ellipsoidal height was determined by GPS observations
 EC1023.and is referenced to NAD 83.
 EC1023
 EC1023.The geoid height was determined by GEOID03.
 EC1023
 EC1023.The dynamic height is computed by dividing the NAVD 88
 EC1023.geopotential number by the normal gravity value computed on the
 EC1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1023.degrees latitude (g = 980.6199 gals.).
 EC1023
 EC1023.The modeled gravity was interpolated from observed gravity values.
 EC1023
 EC1023;                    North         East     Units Scale Factor Converg.
 EC1023;SPC SC       -   345,111.333   526,275.186   MT  1.00004038   -0 30 20.4
 EC1023;SPC SC       - 1,132,255.03  1,726,624.63   iFT  1.00004038   -0 30 20.4
 EC1023;UTM  17      - 3,866,972.695   416,709.577   MT  0.99968550   -0 31 20.7
 EC1023
 EC1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1023!SPC SC       -   0.99996732  x   1.00004038  =   1.00000770
 EC1023!UTM  17      -   0.99996732  x   0.99968550  =   0.99965283
 EC1023
 EC1023:                Primary Azimuth Mark                     Grid Az
 EC1023:SPC SC       -  42 037 AZ MK                             122 19 47.4
 EC1023:UTM  17      -  42 037 AZ MK                             122 20 47.7
 EC1023
 EC1023|---------------------------------------------------------------------|
 EC1023| PID    Reference Object                     Distance      Geod. Az  |
 EC1023|                                                           dddmmss.s |
 EC1023| EC1022 42 037 AZ MK                        APPROX. 0.5 KM 1214927.0 |
 EC1023|---------------------------------------------------------------------|
 EC1023
 EC1023                          SUPERSEDED SURVEY CONTROL
 EC1023
 EC1023  NAD 83(1995)-  34 56 30.61121(N)    081 54 43.54825(W) AD(       ) 2
 EC1023  ELLIP H (12/20/99)  208.21   (m)                       GP(       ) 4 1
 EC1023  NAD 83(1986)-  34 56 30.62380(N)    081 54 43.55181(W) AD(       ) 2
 EC1023  NAD 27      -  34 56 30.17999(N)    081 54 44.18020(W) AD(       ) 2
 EC1023  NAVD 88 (03/10/92)  239.67   (m)          786.3    (f) LEVELING    3  
 EC1023  NGVD 29 (??/??/??)  239.772  (m)          786.65   (f) ADJUSTED    1 2
 EC1023
 EC1023.Superseded values are not recommended for survey control.
 EC1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1023.See file dsdata.txt to determine how the superseded data were derived.
 EC1023
 EC1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1671066973(NAD 83)
 EC1023_MARKER: DD = SURVEY DISK
 EC1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1023_SP_SET: CONCRETE POST
 EC1023_STAMPING: HORZ 42 037 1982
 EC1023_MARK LOGO: SCGS  
 EC1023_PROJECTION: FLUSH
 EC1023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1023+STABILITY: SURFACE MOTION
 EC1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1023+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1990
 EC1023
 EC1023  HISTORY     - Date     Condition        Report By
 EC1023  HISTORY     - 1982     MONUMENTED       SCGS
 EC1023  HISTORY     - 1982     GOOD             SCGS
 EC1023  HISTORY     - 19900122 GOOD             SCGS
 EC1023
 EC1023                          STATION DESCRIPTION
 EC1023
 EC1023'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1023'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST
 EC1023'FROM THE APPROXIMATE CENTER OF SPARTANBURG,
 EC1023'6.4 KM (4.0 MI) WEST OF GLENDALE, 9.6 KM (6.0 MI) NORTHEAST
 EC1023'OF ROEBUCK, STATION IS SET ON PRIVATE PROPERTY.
 EC1023'OWNERSHIP--NOLAND COMPANY, 717 UNION STREET, SPARTANBURG
 EC1023'SC 29301.
 EC1023'
 EC1023'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1023'295 AND 56, WHICH IS ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF
 EC1023'SPARTANBURG.  GO NORTHWEST ON HIGHWAY 56 FOR 2.7 KM (1.7 MI)
 EC1023'TO THE SPARTANBURG FIRE DEPARTMENT (STATION NO. 6), CONTINUE
 EC1023'AHEAD 0.1 KM (0.05 MI) TO THE AZIMUTH ON THE RIGHT, CONTINUE
 EC1023'AHEAD 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 EC1023'
 EC1023'THE STATION IS A STANDARD SCGS DISK
 EC1023'STAMPED---HORZ 42 037 1982---,
 EC1023'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1023'FLUSH WITH GROUND.  IT IS LOCATED
 EC1023'13.0 METERS (42.5 FT) NORTHEAST FROM THE APPROXIMATE
 EC1023'CENTER OF HIGHWAY 56,
 EC1023'6.43 METERS (21.10 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 EC1023'CENTER OF THE ENTRANCE DOORS TO NOLAND COMPANY,
 EC1023'3.76 METERS (12.35 FT) NORTHWEST FROM THE ENTRANCE
 EC1023'SIDEWALK TO THE NOLAND COMPANY AND
 EC1023'1.16 METER (3.80 FT) NORTHEAST FROM THE SIDEWALK
 EC1023'RUNNING PARALLEL WITH HIGHWAY 56.
 EC1023'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1023'STAMPED---HORZ 42 037 1982---,
 EC1023'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1023'
 EC1023'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1023'STAMPED---AZ MK 42 037 1982---,
 EC1023'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1023'FLUSH WITH GROUND.  IT IS LOCATED
 EC1023'21.30 METERS (69.88 FT) SOUTH-SOUTHEAST FROM A FIRE
 EC1023'HYDRANT,
 EC1023'3.23 METERS (10.59 FT) NORTHEAST FROM THE CURB OF THE
 EC1023'NORTHBOUND LANE OF HIGHWAY 56,
 EC1023'4.17 METERS (13.69 FT) NORTH-NORTHWEST FROM A POWER POLE
 EC1023'WITH A STREET LAMP AND
 EC1023'0.54 METER (1.77 FT) SOUTHWEST FROM A METAL WITNESS
 EC1023'POST.
 EC1023'
 EC1023'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 EC1023'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1023
 EC1023                          STATION RECOVERY (1982)
 EC1023
 EC1023'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1023'IN SPARTANBURG.
 EC1023'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 EC1023'3.2 KILOMETERS (2.0 MILES) NORTHWEST ALONG STATE HIGHWAY
 EC1023'56 FROM THE JUNCTION OF STATE HIGHWAY 295 NEAR EAST SPARTANBURG,
 EC1023'SET IN THE FRONT LAWN OF THE NOLAND LIGHTING COMPANY BUILDING,
 EC1023'35.0 METERS (115.0 FEET) NORTHWEST OF THE EXTENDED CENTER LINE
 EC1023'OF DUNCAN STREET, 6.60 METERS (21.5 FEET) SOUTHWEST OF THE CENTER
 EC1023'OF THE DOUBLE FRONT ENTRANCE DOORS TO COMPANY, 3.2 METERS (10.5
 EC1023'FEET) WEST NORTHWEST OF THE NORTHWEST EDGE OF THE WALK TO THE
 EC1023'ENTRANCE, 1.8 METERS (6.0 FEET) NORTH NORTHEAST OF THE NORTHEAST
 EC1023'CURB OF HIGHWAY 56.
 EC1023
 EC1023                          STATION RECOVERY (1990)
 EC1023
 EC1023'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1023'STATION IS LOCATED IN SPARTANBURG.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC1023'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC1023'803-737-1314.
 EC1023'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 295
 EC1023'(SOUTHPORT ROAD) AND 56 (UNION STREET), 3.35 MILES SOUTHEAST OF
 EC1023'SPARTANBURG, GO NORTHWEST ON HIGHWAY 56 FOR 1.8 MILES TO THE JUNCTION
 EC1023'OF STATE ROAD 1259 (DUNCAN PARK DRIVE), CONTINUE ON HIGHWAY 56 FOR
 EC1023'0.2 MILE TO THE STATION ON THE RIGHT IN FRONT OF A BRICK BUILDING
 EC1023'(NOLAND).
 EC1023'STATION IS A CONCRETE POST RECESSED 1-INCH AND 0.5 FOOT ABOVE THE
 EC1023'HIGHWAY, 18.7 FEET NORTH NORTHEAST OF THE CENTER OF THE NORTHBOUND
 EC1023'LANES OF THE HIGHWAY, 10.1 FEET WEST NORTHWEST OF THE WEST EDGE OF A
 EC1023'CONCRETE SIDEWALK LEADING TO THE BUILDING, 21.2 FEET WEST SOUTHWEST
 EC1023'OF THE CENTER OF THE TWO ENTRANCE DOORS TO THE BUILDING, 19.0 FEET
 EC1023'SOUTH SOUTHWEST OF THE FACE OF THE BUILDING.
 EC1023'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 EC1023'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1022 ***********************************************************************
 EC1022  DESIGNATION -  42 037 AZ MK
 EC1022  PID         -  EC1022
 EC1022  STATE/COUNTY-  SC/SPARTANBURG
 EC1022  USGS QUAD   -  SPARTANBURG (1983)
 EC1022
 EC1022                         *CURRENT SURVEY CONTROL
 EC1022  ___________________________________________________________________
 EC1022* NAD 83(2001)-  34 56 21.35911(N)    081 54 25.44601(W)     ADJUSTED  
 EC1022* NAVD 88     -       242.521  (meters)     795.67   (feet)  ADJUSTED  
 EC1022  ___________________________________________________________________
 EC1022  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EC1022  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 EC1022  DYNAMIC HT  -         242.281 (meters)     794.88  (feet)  COMP
 EC1022  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 EC1022
 EC1022  HORZ ORDER  -  SECOND
 EC1022  VERT ORDER  -  FIRST     CLASS II
 EC1022
 EC1022.The horizontal coordinates were established by classical geodetic methods
 EC1022.and adjusted by the National Geodetic Survey in March 2004..
 EC1022.No horizontal observational check was made to the station.
 EC1022
 EC1022.The orthometric height was determined by differential leveling
 EC1022.and adjusted by the National Geodetic Survey in June 1991..
 EC1022
 EC1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1022
 EC1022.The geoid height was determined by GEOID03.
 EC1022
 EC1022.The dynamic height is computed by dividing the NAVD 88
 EC1022.geopotential number by the normal gravity value computed on the
 EC1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1022.degrees latitude (g = 980.6199 gals.).
 EC1022
 EC1022.The modeled gravity was interpolated from observed gravity values.
 EC1022
 EC1022;                    North         East     Units Scale Factor Converg.
 EC1022;SPC SC       -   344,822.178   526,732.057   MT  1.00003938   -0 30 10.4
 EC1022;SPC SC       - 1,131,306.36  1,728,123.55   iFT  1.00003938   -0 30 10.4
 EC1022;UTM  17      - 3,866,683.509   417,166.201   MT  0.99968456   -0 31 10.3
 EC1022
 EC1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1022!SPC SC       -   0.99996687  x   1.00003938  =   1.00000625
 EC1022!UTM  17      -   0.99996687  x   0.99968456  =   0.99965144
 EC1022
 EC1022                          SUPERSEDED SURVEY CONTROL
 EC1022
 EC1022  NAD 83(1986)-  34 56 21.37201(N)    081 54 25.44890(W) AD(       ) 2
 EC1022  NAD 27      -  34 56 20.92768(N)    081 54 26.07806(W) AD(       ) 2
 EC1022  NGVD 29 (??/??/??)  242.627  (m)          796.02   (f) ADJUSTED    1 2
 EC1022
 EC1022.Superseded values are not recommended for survey control.
 EC1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1022.See file dsdata.txt to determine how the superseded data were derived.
 EC1022
 EC1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1716666684(NAD 83)
 EC1022_MARKER: DD = SURVEY DISK
 EC1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1022_SP_SET: CONCRETE POST
 EC1022_STAMPING: AZ MK 42 037 1982
 EC1022_MARK LOGO: SCGS  
 EC1022_PROJECTION: FLUSH
 EC1022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1022+STABILITY: SURFACE MOTION
 EC1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1022+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1990
 EC1022
 EC1022  HISTORY     - Date     Condition        Report By
 EC1022  HISTORY     - 1982     MONUMENTED       SCGS
 EC1022  HISTORY     - 1982     GOOD             SCGS
 EC1022  HISTORY     - 19900122 GOOD             SCGS
 EC1022
 EC1022                          STATION DESCRIPTION
 EC1022
 EC1022'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1022'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST FROM THE
 EC1022'APPROXIMATE CENTER OF SPARTANBURG, 6.4 KM (4.0 MI) WEST OF
 EC1022'GLENDALE, 9.6 KM (6.0 MI) NORTHEAST OF ROEBUCK, STATION IS
 EC1022'SET ALONG ROAD RIGHT-OF-WAY.
 EC1022'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1022'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1022'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1022'
 EC1022'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1022'295 AND 56, WHICH IS ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF
 EC1022'SPARTANBURG.  GO NORTHWEST ON HIGHWAY 56 FOR 2.7 KM (1.7 MI) TO
 EC1022'THE SPARTANBURG FIRE DEPARTMENT (STATION NO. 6), CONTINUE
 EC1022'AHEAD 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 EC1022'
 EC1022'THE STATION IS A STANDARD SCGS DISK
 EC1022'STAMPED---AZ MK 42 037 1982---,
 EC1022'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1022'FLUSH WITH GROUND.  IT IS LOCATED
 EC1022'21.30 METERS (69.88 FT) SOUTH-SOUTHEAST FROM A FIRE
 EC1022'HYDRANT,
 EC1022'3.23 METERS (10.59 FT) NORTHEAST FROM THE CURB OF THE
 EC1022'NORTHBOUND LANE OF HIGHWAY 56,
 EC1022'4.17 METERS (13.69 FT) NORTH-NORTHWEST FROM A POWER POLE
 EC1022'WITH STREET LAMP AND
 EC1022'0.54 METER (1.77 FT) SOUTHWEST FROM A METAL WITNESS
 EC1022'POST.
 EC1022'
 EC1022'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 EC1022'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1022
 EC1022                          STATION RECOVERY (1982)
 EC1022
 EC1022'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1022'IN SPARTANBURG.
 EC1022'THE MARK IS 0.20 M ABOVE HIGHWAY 56.
 EC1022'2.7 KILOMETERS (1.65 MILES) NORTHWEST ALONG STATE HIGHWAY
 EC1022'56 FROM THE JUNCTION OF STATE HIGHWAY 295 NEAR EAST SPARTANBURG,
 EC1022'SET ON THE NORTHEAST SIDE OF THE HIGHWAY ON A THREE FOOT BANK
 EC1022'AT THE TOP OF A GRADE, 75.3 METERS (247.0 FEET) NORTHWEST OF THE
 EC1022'CENTER OF A DRIVE TO THE SPARTANBURG FIRE DEPARTMENT, 21.3 METERS
 EC1022'(70.0 FEET) SOUTHEAST OF A FIRE HYDRANT, 4.3 METERS (14.0 FEET)
 EC1022'NORTH NORTHWEST OF POWER LINE POLE NUMBER 48, 3.2 METERS
 EC1022'(10.5 FEET) NORTHEAST OF THE NORTHEAST CURB OF HIGHWAY 56.
 EC1022'THE MARK IS 0.50 METERS  SW FROM A WITNESS POST.
 EC1022
 EC1022                          STATION RECOVERY (1990)
 EC1022
 EC1022'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1022'STATION IS LOCATED IN SPARTANBURG.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC1022'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC1022'803-737-1314.
 EC1022'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 295
 EC1022'(SOUTHPORT ROAD) AND 56 (UNION STREET), 3.35 MILES SOUTHEAST OF
 EC1022'SPARTANBURG, GO NORTHWEST ON HIGHWAY 56 FOR 1.65 MILES TO THE STATION
 EC1022'ON THE RIGHT NEAR A POWER POLE, 0.15 MILE SOUTHEAST OF THE JUNCTION
 EC1022'OF STATE ROAD 1259 (DUNCAN PARK DRIVE).
 EC1022'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 EC1022'THE HIGHWAY, 13.2 FEET NORTHWEST OF THE POWER POLE NUMBER 12914454,
 EC1022'10.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CURBING OF THE
 EC1022'HIGHWAY, 69.9 FEET SOUTHEAST OF A FIRE HYDRANT, 1.8 FEET SOUTHWEST OF
 EC1022'A WITNESS POST.
 EC1022'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2240 ***********************************************************************
 FB2240  DESIGNATION -  42 038
 FB2240  PID         -  FB2240
 FB2240  STATE/COUNTY-  SC/SPARTANBURG
 FB2240  USGS QUAD   -  INMAN (1983)
 FB2240
 FB2240                         *CURRENT SURVEY CONTROL
 FB2240  ___________________________________________________________________
 FB2240* NAD 83(2001)-  35 00 35.09798(N)    082 01 40.91093(W)     ADJUSTED  
 FB2240* NAVD 88     -       272.667  (meters)     894.58   (feet)  ADJUSTED  
 FB2240  ___________________________________________________________________
 FB2240  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FB2240  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 FB2240  DYNAMIC HT  -         272.395 (meters)     893.68  (feet)  COMP
 FB2240  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 FB2240
 FB2240  HORZ ORDER  -  SECOND
 FB2240  VERT ORDER  -  FIRST     CLASS II
 FB2240
 FB2240.The horizontal coordinates were established by classical geodetic methods
 FB2240.and adjusted by the National Geodetic Survey in March 2004..
 FB2240
 FB2240.The orthometric height was determined by differential leveling
 FB2240.and adjusted by the National Geodetic Survey in June 1991..
 FB2240
 FB2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2240
 FB2240.The geoid height was determined by GEOID03.
 FB2240
 FB2240.The dynamic height is computed by dividing the NAVD 88
 FB2240.geopotential number by the normal gravity value computed on the
 FB2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2240.degrees latitude (g = 980.6199 gals.).
 FB2240
 FB2240.The modeled gravity was interpolated from observed gravity values.
 FB2240
 FB2240;                    North         East     Units Scale Factor Converg.
 FB2240;SPC SC       -   352,745.061   515,759.295   MT  1.00006750   -0 34 11.8
 FB2240;SPC SC       - 1,157,300.07  1,692,123.67   iFT  1.00006750   -0 34 11.8
 FB2240;UTM  17      - 3,874,607.057   406,199.881   MT  0.99970844   -0 35 23.4
 FB2240
 FB2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2240!SPC SC       -   0.99996216  x   1.00006750  =   1.00002966
 FB2240!UTM  17      -   0.99996216  x   0.99970844  =   0.99967061
 FB2240
 FB2240:                Primary Azimuth Mark                     Grid Az
 FB2240:SPC SC       -  WINGO HEIGHTS CAREY TANK                 156 03 23.4
 FB2240:UTM  17      -  WINGO HEIGHTS CAREY TANK                 156 04 35.0
 FB2240
 FB2240|---------------------------------------------------------------------|
 FB2240| PID    Reference Object                     Distance      Geod. Az  |
 FB2240|                                                           dddmmss.s |
 FB2240| ED1953 WINGO HEIGHTS CAREY TANK            APPROX. 1.9 KM 1552911.6 |
 FB2240| ED1952 WINGO HEIGHTS AREA TANK             APPROX. 1.9 KM 1760609.7 |
 FB2240| FB2241 42 038 AZ MK                        360.219 METERS 21816     |
 FB2240|---------------------------------------------------------------------|
 FB2240
 FB2240                          SUPERSEDED SURVEY CONTROL
 FB2240
 FB2240  NAD 83(1986)-  35 00 35.10851(N)    082 01 40.91495(W) AD(       ) 2
 FB2240  NAD 27      -  35 00 34.68194(N)    082 01 41.53010(W) AD(       ) 2
 FB2240  NGVD 29 (??/??/??)  272.762  (m)          894.89   (f) ADJUSTED    1 2
 FB2240
 FB2240.Superseded values are not recommended for survey control.
 FB2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2240.See file dsdata.txt to determine how the superseded data were derived.
 FB2240
 FB2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0620074607(NAD 83)
 FB2240_MARKER: DD = SURVEY DISK
 FB2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2240_SP_SET: CONCRETE POST
 FB2240_STAMPING: HORZ 42 038 1982
 FB2240_MARK LOGO: SCGS  
 FB2240_PROJECTION: FLUSH
 FB2240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2240+STABILITY: SURFACE MOTION
 FB2240
 FB2240  HISTORY     - Date     Condition        Report By
 FB2240  HISTORY     - 1982     MONUMENTED       SCGS
 FB2240  HISTORY     - 1982     GOOD             SCGS
 FB2240
 FB2240                          STATION DESCRIPTION
 FB2240
 FB2240'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2240'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST
 FB2240'OF WELLFORD, 6.4 KM (4.0 MI) SOUTHEAST OF INMAN,
 FB2240'4.8 KM (3.0 MI) WEST-SOUTHWEST OF VALLEY FALLS.  STATION
 FB2240'IS SET ALONG ROAD RIGHT-OF-WAY.
 FB2240'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FB2240'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FB2240'
 FB2240'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY
 FB2240'176 AND INTERSTATE 26, WHICH IS ABOUT 12.8 KM (8.0 MI) NORTHWEST
 FB2240'OF SPARTANBURG.  GO SOUTHEASTERLY ON HIGHWAY 176 FOR
 FB2240'1.9 KM (1.2 MI) TO A CROSSROAD (COUNTY ROAD S-42-60), TURN
 FB2240'RIGHT AND GO SOUTHWEST ON S-42-60 FOR 1.0 KM (0.6 MI) TO THE
 FB2240'STATION ON THE LEFT, JUST BEFORE OVERPASS OVER INTERSTATE
 FB2240'26.
 FB2240'
 FB2240'THE STATION IS A STANDARD SCGS DISK
 FB2240'STAMPED---HORZ 42 038 1982---,
 FB2240'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2240'FLUSH WITH GROUND.  IT IS LOCATED
 FB2240'5.88 METERS (19.3 FT) NORTH FROM A POWER LINE POLE
 FB2240'NUMBER 24 WITH TWO GUY WIRES,
 FB2240'5.33 METERS (17.5 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 FB2240'CENTER OF COUNTY ROAD S-42-60,
 FB2240'1.04 METERS (3.40 FT) EAST FROM THE EAST END OF A
 FB2240'OVERPASS OF INTERSTATE 26 AND
 FB2240'0.65 METER (2.13 FT) SOUTH FROM A METAL WITNESS POST.
 FB2240'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 FB2240'STAMPED---HORZ 42 038 1982---,
 FB2240'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FB2240'
 FB2240'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 FB2240'STAMPED---AZ MK 42 038 1982---,
 FB2240'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2240'FLUSH WITH GROUND.  IT IS LOCATED
 FB2240'31.39 METERS (103.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FB2240'CENTER OF COUNTY ROAD S-42-750,
 FB2240'8.10 METERS (26.57 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FB2240'CENTER OF COUNTY ROAD S-42-60,
 FB2240'1.44 METERS (4.71 FT) SOUTHWEST FROM A POWER POLE
 FB2240'NUMBER 20 1/2 AND
 FB2240'0.60 METER (1.96 FT) SOUTHWEST FROM A METAL WITNESS POST.
 FB2240'
 FB2240'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST ON
 FB2240'S-42-60 FOR 0.4 KM (0.25 MI) TO THE AZIMUTH ON THE LEFT.
 FB2240'
 FB2240'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FB2240'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2240
 FB2240                          STATION RECOVERY (1982)
 FB2240
 FB2240'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2240'6.8 KM (4.2 MI) SE FROM INMAN.
 FB2240'1.9 KILOMETERS (1.2 MILES) SOUTHEAST ALONG U.S. HIGHWAY
 FB2240'176 FROM THE JUNCTION OF INTERSTATE 26, THENCE 0.8 KILOMETER
 FB2240'(0.5 MILE) SOUTHWEST ALONG COUNTY ROAD S-42-60, SET AT THE
 FB2240'EAST CORNER OF THE BRIDGE, 8.2 METERS (27.0 FEET) SOUTHEAST
 FB2240'OF THE CENTER LINE OF COUNTY ROAD S-42-60, 1.2 METERS (3.8 FEET)
 FB2240'EAST NORTHEAST OF THE EAST CORNER OF THE BRIDGE ABUTMENT
 FB2240'CROSSING INTERSTATE 85, 5.9 METERS (19.5 FEET) NORTH OF A
 FB2240'POWER POLE.
 FB2240'THE MARK IS 0.50 METERS  SE FROM A WITNESS POST.
 FB2240'THE MARK IS 0.20 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2241 ***********************************************************************
 FB2241  DESIGNATION -  42 038 AZ MK
 FB2241  PID         -  FB2241
 FB2241  STATE/COUNTY-  SC/SPARTANBURG
 FB2241  USGS QUAD   -  INMAN (1983)
 FB2241
 FB2241                         *CURRENT SURVEY CONTROL
 FB2241  ___________________________________________________________________
 FB2241* NAD 83(2001)-  35 00 25.92095(N)    082 01 49.71026(W)     ADJUSTED  
 FB2241* NAVD 88     -       263.639  (meters)     864.96   (feet)  ADJUSTED  
 FB2241  ___________________________________________________________________
 FB2241  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FB2241  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FB2241  DYNAMIC HT  -         263.376 (meters)     864.09  (feet)  COMP
 FB2241  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 FB2241
 FB2241  HORZ ORDER  -  SECOND
 FB2241  VERT ORDER  -  FIRST     CLASS II
 FB2241
 FB2241.The horizontal coordinates were established by classical geodetic methods
 FB2241.and adjusted by the National Geodetic Survey in March 2004..
 FB2241.No horizontal observational check was made to the station.
 FB2241
 FB2241.The orthometric height was determined by differential leveling
 FB2241.and adjusted by the National Geodetic Survey in June 1991..
 FB2241
 FB2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2241
 FB2241.The geoid height was determined by GEOID03.
 FB2241
 FB2241.The dynamic height is computed by dividing the NAVD 88
 FB2241.geopotential number by the normal gravity value computed on the
 FB2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2241.degrees latitude (g = 980.6199 gals.).
 FB2241
 FB2241.The modeled gravity was interpolated from observed gravity values.
 FB2241
 FB2241;                    North         East     Units Scale Factor Converg.
 FB2241;SPC SC       -   352,464.471   515,533.366   MT  1.00006645   -0 34 16.7
 FB2241;SPC SC       - 1,156,379.50  1,691,382.43   iFT  1.00006645   -0 34 16.7
 FB2241;UTM  17      - 3,874,326.645   405,973.935   MT  0.99970896   -0 35 28.3
 FB2241
 FB2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2241!SPC SC       -   0.99996358  x   1.00006645  =   1.00003002
 FB2241!UTM  17      -   0.99996358  x   0.99970896  =   0.99967255
 FB2241
 FB2241                          SUPERSEDED SURVEY CONTROL
 FB2241
 FB2241  NAD 83(1986)-  35 00 25.93164(N)    082 01 49.71408(W) AD(       ) 2
 FB2241  NAD 27      -  35 00 25.50501(N)    082 01 50.32918(W) AD(       ) 2
 FB2241  NGVD 29 (??/??/??)  263.734  (m)          865.27   (f) ADJUSTED    1 2
 FB2241
 FB2241.Superseded values are not recommended for survey control.
 FB2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2241.See file dsdata.txt to determine how the superseded data were derived.
 FB2241
 FB2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0597474327(NAD 83)
 FB2241_MARKER: DD = SURVEY DISK
 FB2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2241_SP_SET: CONCRETE POST
 FB2241_STAMPING: AZ MK 42 038 1982
 FB2241_MARK LOGO: SCGS  
 FB2241_PROJECTION: FLUSH
 FB2241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2241+STABILITY: SURFACE MOTION
 FB2241
 FB2241  HISTORY     - Date     Condition        Report By
 FB2241  HISTORY     - 1982     MONUMENTED       SCGS
 FB2241  HISTORY     - 1982     GOOD             SCGS
 FB2241
 FB2241                          STATION DESCRIPTION
 FB2241
 FB2241'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 FB2241'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF
 FB2241'WELLFORD, 6.4 KM (4.0 MI) SOUTHEAST OF INMAN, 4.8 KM (3.0 MI)
 FB2241'WEST-SOUTHWEST OF VALLEY FALLS.  STATION SET ALONG
 FB2241'ROAD RIGHT-OF-WAY.
 FB2241'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 FB2241'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 FB2241'
 FB2241'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY
 FB2241'176 AND INTERSTATE 26, WHICH IS ABOUT 12.9 KM (8.0 MI) NORTHWEST
 FB2241'OF SPARTANBURG.  GO SOUTHEASTERLY ON HIGHWAY 176 FOR 1.9 KM
 FB2241'(1.2 MI) TO A CROSSROAD, COUNTY ROAD S-42-60.  TURN RIGHT AND
 FB2241'GO SOUTHWEST ON S-42-60 FOR 1.0 KM (0.6 MI) TO STATION
 FB2241'42 038 SCGS ON THE LEFT, CONTINUE AHEAD 0.4 KM (0.25 MI) TO
 FB2241'THE STATION ON THE LEFT.
 FB2241'
 FB2241'THE STATION IS A STANDARD SCGS DISK
 FB2241'STAMPED---AZ MK 42 038 1982---,
 FB2241'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FB2241'FLUSH WITH GROUND.  IT IS LOCATED
 FB2241'31.39 METER (103.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 FB2241'CENTER OF COUNTY ROAD S-42-750.
 FB2241'8.1 METER (26.57 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 FB2241'CENTER OF COUNTY ROAD S-42-60.
 FB2241'1.43 METER (4.71 FT) SOUTHWEST FROM A POWER POLE NUMBER 20 1/2.
 FB2241'0.60 METER (1.96 FT) SOUTHWEST FROM A METAL WITNESS POST.
 FB2241'
 FB2241'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FB2241'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2241
 FB2241                          STATION RECOVERY (1982)
 FB2241
 FB2241'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2241'6.8 KM (4.2 MI) SE FROM INMAN.
 FB2241'1.9 KILOMETERS (1.2 MILES) SOUTHEAST ALONG U.S. HIGHWAY
 FB2241'176 FROM THE JUNCTION OF INTERSTATE 26, THENCE 1.2 KILOMETERS
 FB2241'(0.75 MILE) SOUTHWEST ALONG COUNTY ROAD S-42-60, SET BY A POWER
 FB2241'POLE IN THE EAST ANGLE OF THE JUNCTION WITH COUNTY ROAD
 FB2241'S-42-750, 1.5 METERS (5.0 FEET) SOUTHWEST OF A POWER POLE,
 FB2241'33.4 METERS (103.0 FEET) NORTHEAST FROM THE APPROXIMATE CENTER
 FB2241'OF COUNTY ROAD S-42-750, 8.3 METERS (27.2 FEET) SOUTHEAST
 FB2241'FROM THE CENTER LINE OF COUNTY ROAD S-42-60.
 FB2241'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 FB2241'THE MARK IS 0.50 M ABOVE ROAD S-42-60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1876 ***********************************************************************
 EC1876  DESIGNATION -  42 039
 EC1876  PID         -  EC1876
 EC1876  STATE/COUNTY-  SC/SPARTANBURG
 EC1876  USGS QUAD   -  SPARTANBURG (1983)
 EC1876
 EC1876                         *CURRENT SURVEY CONTROL
 EC1876  ___________________________________________________________________
 EC1876* NAD 83(2001)-  34 59 51.52904(N)    081 59 38.24431(W)     ADJUSTED  
 EC1876* NAVD 88     -       268.8    (meters)     882.     (feet)  VERTCON   
 EC1876  ___________________________________________________________________
 EC1876  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 EC1876  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EC1876
 EC1876  HORZ ORDER  -  SECOND
 EC1876
 EC1876.The horizontal coordinates were established by classical geodetic methods
 EC1876.and adjusted by the National Geodetic Survey in March 2004..
 EC1876
 EC1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1876
 EC1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1876
 EC1876.The geoid height was determined by GEOID03.
 EC1876
 EC1876;                    North         East     Units Scale Factor Converg.
 EC1876;SPC SC       -   351,371.952   518,856.632   MT  1.00006256   -0 33 03.8
 EC1876;SPC SC       - 1,152,795.12  1,702,285.54   iFT  1.00006256   -0 33 03.8
 EC1876;UTM  17      - 3,873,233.389   409,295.635   MT  0.99970140   -0 34 12.4
 EC1876
 EC1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1876!SPC SC       -   0.99996276  x   1.00006256  =   1.00002532
 EC1876!UTM  17      -   0.99996276  x   0.99970140  =   0.99966417
 EC1876
 EC1876:                Primary Azimuth Mark                     Grid Az
 EC1876:SPC SC       -  WINGO HEIGHTS AREA TANK                  260 03 48.5
 EC1876:UTM  17      -  WINGO HEIGHTS AREA TANK                  260 04 57.1
 EC1876
 EC1876|---------------------------------------------------------------------|
 EC1876| PID    Reference Object                     Distance      Geod. Az  |
 EC1876|                                                           dddmmss.s |
 EC1876| ED1952 WINGO HEIGHTS AREA TANK             APPROX. 3.0 KM 2593044.7 |
 EC1876| ED1953 WINGO HEIGHTS CAREY TANK            APPROX. 2.4 KM 2602421.6 |
 EC1876| EC1877 42 039 AZ MK                        APPROX. 0.5 KM 2705022.1 |
 EC1876|---------------------------------------------------------------------|
 EC1876
 EC1876                          SUPERSEDED SURVEY CONTROL
 EC1876
 EC1876  NAD 83(1986)-  34 59 51.53979(N)    081 59 38.24835(W) AD(       ) 2
 EC1876  NAD 27      -  34 59 51.11032(N)    081 59 38.86813(W) AD(       ) 2
 EC1876  NGVD 29 (07/19/86)  268.9    (m)          882.     (f) VERT ANG       
 EC1876
 EC1876.Superseded values are not recommended for survey control.
 EC1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1876.See file dsdata.txt to determine how the superseded data were derived.
 EC1876
 EC1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0929673233(NAD 83)
 EC1876_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1876+STABILITY: SURFACE MOTION
 EC1876
 EC1876  HISTORY     - Date     Condition        Report By
 EC1876  HISTORY     - 1982     MONUMENTED       SCGS
 EC1876
 EC1876                          STATION DESCRIPTION
 EC1876
 EC1876'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1876'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHEAST OF
 EC1876'INMAN, 6.4 KM (4.0 MI) NORTHWEST OF SPARTANBURG, 3.2 KM
 EC1876'(2.0 MI) SOUTHWEST OF VALLEY FALLS. STATION IS SET ALONG
 EC1876'ROAD RIGHT-OF-WAY ON U.S. HIGHWAY 176.
 EC1876'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 EC1876'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 EC1876'
 EC1876'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 EC1876'HIGHWAY 176, INTERSTATE 585 AND INTERSTATE 85, WHICH IS
 EC1876'ABOUT 4.8 KM (3.0 MI) NORTHWEST OF SPARTANBURG.  GO
 EC1876'NORTHWESTERLY ON U.S. HIGHWAY 176 AND INTERSTATE 585 FOR
 EC1876'2.9 KM (1.8 MI) TO THE STATION ON THE RIGHT.
 EC1876'
 EC1876'THE STATION IS A STANDARD SCGS DISK
 EC1876'STAMPED---HORZ 42 039 1982---,
 EC1876'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1876'FLUSH WITH GROUND.  IT IS LOCATED
 EC1876'6.25 METERS (20.5 FT) NORTH FROM THE APPROXIMATE
 EC1876'CENTER OF HIGHWAY 176 WEST BOUND LANE,
 EC1876'2.15 METERS (7.05 FT) SOUTHWEST FROM A METAL SIGN FOR
 EC1876'THE NEW PISGAH BAPTIST CHURCH AND
 EC1876'0.70 METER (2.30 FT) WEST FROM A METAL WITNESS POST.
 EC1876'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1876'STAMPED---HORZ 42 039 1982---,
 EC1876'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1876'
 EC1876'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1876'STAMPED---AZ MK 42 039 1982---,
 EC1876'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1876'FLUSH WITH GROUND.  IT IS LOCATED
 EC1876'12.56 METERS (41.21 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 EC1876'CENTER OF THE WEST BOUND LANE OF HIGHWAY 176,
 EC1876'6.81 METERS (22.34 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 EC1876'CENTER OF THE WEST BOUND LANE OF HIGHWAY 56,
 EC1876'4.27 METERS (14.02 FT) SOUTHEAST FROM A YIELD SIGN AND
 EC1876'0.370 METER (1.21 FT) SOUTHEAST FROM A METAL WITNESS POST
 EC1876'
 EC1876'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWESTERLY
 EC1876'ON U.S. HIGHWAY 176 AND INTERSTATE 585 FOR 0.6 KM
 EC1876'(0.35 MI) TO THE AZIMUTH MARK ON THE LEFT, AT A REVERSE
 EC1876'FORK LEFT FOR STATE HIGHWAY 56 WEST BOUND LANE.
 EC1876'
 EC1876'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EC1876'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1877 ***********************************************************************
 EC1877  DESIGNATION -  42 039 AZ MK
 EC1877  PID         -  EC1877
 EC1877  STATE/COUNTY-  SC/SPARTANBURG
 EC1877  USGS QUAD   -  SPARTANBURG (1983)
 EC1877
 EC1877                         *CURRENT SURVEY CONTROL
 EC1877  ___________________________________________________________________
 EC1877* NAD 83(2001)-  34 59 51.77496(N)    081 59 58.68006(W)     ADJUSTED  
 EC1877* NAVD 88     -       262.     (meters)     860.     (feet)  VERTCON   
 EC1877  ___________________________________________________________________
 EC1877  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 EC1877  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EC1877
 EC1877  HORZ ORDER  -  SECOND
 EC1877
 EC1877.The horizontal coordinates were established by classical geodetic methods
 EC1877.and adjusted by the National Geodetic Survey in March 2004..
 EC1877.No horizontal observational check was made to the station.
 EC1877
 EC1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1877
 EC1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1877
 EC1877.The geoid height was determined by GEOID03.
 EC1877
 EC1877;                    North         East     Units Scale Factor Converg.
 EC1877;SPC SC       -   351,384.529   518,338.476   MT  1.00006259   -0 33 15.1
 EC1877;SPC SC       - 1,152,836.38  1,700,585.55   iFT  1.00006259   -0 33 15.1
 EC1877;UTM  17      - 3,873,246.134   408,777.671   MT  0.99970256   -0 34 24.1
 EC1877
 EC1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1877!SPC SC       -   0.99996385  x   1.00006259  =   1.00002643
 EC1877!UTM  17      -   0.99996385  x   0.99970256  =   0.99966642
 EC1877
 EC1877                          SUPERSEDED SURVEY CONTROL
 EC1877
 EC1877  NAD 83(1986)-  34 59 51.78567(N)    081 59 58.68409(W) AD(       ) 2
 EC1877  NAD 27      -  34 59 51.35654(N)    081 59 59.30326(W) AD(       ) 2
 EC1877  NGVD 29 (07/19/86)  262.     (m)          860.     (f) VERT ANG       
 EC1877
 EC1877.Superseded values are not recommended for survey control.
 EC1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1877.See file dsdata.txt to determine how the superseded data were derived.
 EC1877
 EC1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0877873246(NAD 83)
 EC1877_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1877+STABILITY: SURFACE MOTION
 EC1877
 EC1877  HISTORY     - Date     Condition        Report By
 EC1877  HISTORY     - 1982     MONUMENTED       SCGS
 EC1877
 EC1877                          STATION DESCRIPTION
 EC1877
 EC1877'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1877'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHEAST OF
 EC1877'INMAN, 6.4 KM (4.0 MI) NORTHWEST OF SPARTANBURG, 3.2 KM
 EC1877'(2.0 MI) SOUTHWEST OF VALLEY FALLS.  STATION IS SET ALONG
 EC1877'ROAD RIGHT-OF-WAY OF U.S. HIGHWAY 176 AND STATE HIGHWAY
 EC1877'56.
 EC1877'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 EC1877'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 EC1877'
 EC1877'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 EC1877'HIGHWAY 176, INTERSTATE HIGHWAY 585 AND INTERSTATE 85,
 EC1877'WHICH IS ABOUT 4.8 KM (3.0 MI) NORTHWEST OF SPARTANBURG.  GO
 EC1877'NORTHWESTERLY ON U.S. HIGHWAY 176 AND INTERSTATE 585 FOR 2.9 KM
 EC1877'(1.8 MI) TO STATION 42 039 SCGS ON THE RIGHT, CONTINUE AHEAD
 EC1877'0.6 KM (0.35 MI) TO THE STATION ON THE LEFT, AT THE REVERSE
 EC1877'FORK LEFT FOR STATE HIGHWAY 56 WEST BOUND LANE.
 EC1877'
 EC1877'THE STATION IS A STANDARD SCGS DISK
 EC1877'STAMPED---AZ MK 42 039 1982---,
 EC1877'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1877'FLUSH WITH GROUND.  IT IS LOCATED
 EC1877'12.56 METER (41.2 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 EC1877'CENTER OF THE WEST BOUND LANE OF HIGHWAY 176.
 EC1877'6.81 METER (22.3 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 EC1877'CENTER OF THE WEST BOUND LANE OF HIGHWAY 56.
 EC1877'4.27 METER (14.0 FT) SOUTHEAST FROM A YIELD SIGN.
 EC1877'0.37 METER (1.2 FT) SOUTHEAST FROM A METAL WITNESS POST.
 EC1877'
 EC1877'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 EC1877'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1949 ***********************************************************************
 ED1949  DESIGNATION -  42 040
 ED1949  PID         -  ED1949
 ED1949  STATE/COUNTY-  SC/SPARTANBURG
 ED1949  USGS QUAD   -  WELLFORD (1983)
 ED1949
 ED1949                         *CURRENT SURVEY CONTROL
 ED1949  ___________________________________________________________________
 ED1949* NAD 83(2001)-  34 58 39.37300(N)    082 03 24.31086(W)     ADJUSTED  
 ED1949* NAVD 88     -       271.9    (meters)     892.     (feet)  VERTCON   
 ED1949  ___________________________________________________________________
 ED1949  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 ED1949  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 ED1949
 ED1949  HORZ ORDER  -  SECOND
 ED1949
 ED1949.The horizontal coordinates were established by classical geodetic methods
 ED1949.and adjusted by the National Geodetic Survey in March 2004..
 ED1949
 ED1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1949
 ED1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1949
 ED1949.The geoid height was determined by GEOID03.
 ED1949
 ED1949;                    North         East     Units Scale Factor Converg.
 ED1949;SPC SC       -   349,205.202   513,101.098   MT  1.00005448   -0 35 09.1
 ED1949;SPC SC       - 1,145,686.36  1,683,402.55   iFT  1.00005448   -0 35 09.1
 ED1949;UTM  17      - 3,871,069.359   403,541.381   MT  0.99971467   -0 36 21.0
 ED1949
 ED1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1949!SPC SC       -   0.99996227  x   1.00005448  =   1.00001675
 ED1949!UTM  17      -   0.99996227  x   0.99971467  =   0.99967695
 ED1949
 ED1949:                Primary Azimuth Mark                     Grid Az
 ED1949:SPC SC       -  42 040 AZ MK                             144 27 08.7
 ED1949:UTM  17      -  42 040 AZ MK                             144 28 20.6
 ED1949
 ED1949|---------------------------------------------------------------------|
 ED1949| PID    Reference Object                     Distance      Geod. Az  |
 ED1949|                                                           dddmmss.s |
 ED1949| ED1948 42 040 AZ MK                        442.169 METERS 1435159.6 |
 ED1949|---------------------------------------------------------------------|
 ED1949
 ED1949                          SUPERSEDED SURVEY CONTROL
 ED1949
 ED1949  NAD 83(1986)-  34 58 39.38337(N)    082 03 24.31442(W) AD(       ) 2
 ED1949  NAD 27      -  34 58 38.95587(N)    082 03 24.92927(W) AD(       ) 2
 ED1949  NGVD 29 (07/19/86)  272.0    (m)          892.     (f) VERT ANG       
 ED1949
 ED1949.Superseded values are not recommended for survey control.
 ED1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1949.See file dsdata.txt to determine how the superseded data were derived.
 ED1949
 ED1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0354171069(NAD 83)
 ED1949_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1949_SP_SET: CONCRETE POST
 ED1949_STAMPING: HORZ 42 040 1982
 ED1949_MARK LOGO: SCGS  
 ED1949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1949+STABILITY: SURFACE MOTION
 ED1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1949+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1989
 ED1949
 ED1949  HISTORY     - Date     Condition        Report By
 ED1949  HISTORY     - 1982     MONUMENTED       SCGS
 ED1949  HISTORY     - 1982     GOOD             SCGS
 ED1949  HISTORY     - 19890619 GOOD             SCGS
 ED1949
 ED1949                          STATION DESCRIPTION
 ED1949
 ED1949'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1949'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF
 ED1949'WELLFORD, 8.0 KM (5.0 MI) SOUTH-SOUTHEAST OF INMAN, 3.2 KM
 ED1949'(2.0 MI) NORTH OF FAIRFOREST. STATION IS SET IN THE LAWN
 ED1949'OF THE MT. ZION HILL BAPTIST CHURCH.
 ED1949'OWNERSHIP--MR THOMAS GOSSETT, ROUTE 7, SPARTANBURG SC 29303.
 ED1949'
 ED1949'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF COUNTY
 ED1949'ROAD S-42-40, NEW CUT ROAD AND INTERSTATE 26, WHICH IS
 ED1949'IN THE SIGSBEE AREA.  GO WESTERLY ON S-42-40 FOR 0.3 KM
 ED1949'(0.2 MI) TO COUNTY ROAD LEFT S-42-219, TURN LEFT
 ED1949'AND GO SOUTHWEST ON S-42-219 FOR 1.1 KM (0.7 MI) TO A
 ED1949'CROSSROAD S-42-41.  CONTINUE AHEAD ON S-42-219 FOR 2.5 KM
 ED1949'(1.55 MI) TO A T-JUNCTION, COUNTY ROAD S-42-123.  TURN
 ED1949'LEFT AND GO 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 ED1949'
 ED1949'THE STATION IS A STANDARD SCGS DISK
 ED1949'STAMPED---HORZ 42 040 1982---,
 ED1949'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1949'FLUSH WITH GROUND.  IT IS LOCATED
 ED1949'33.16 METER (108.8 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 ED1949'CENTER OF THE ENTRANCE DOORS OF THE CHURCH.
 ED1949'23.2 METER (76.12 FT) SOUTH-SOUTHWEST FROM A LARGE
 ED1949'OAK TREE SURROUNDED BY PAVEMENT.
 ED1949'6.7 METER (45.93 FT) NORTHEAST FROM THE APPROXIMATE
 ED1949'CENTER OF THE ENTRANCE TO THE CEMETARY.
 ED1949'14.0 METER (21.98 FT) NORTHEAST FROM THE APPROXIMATE
 ED1949'CENTER OF COUNTY ROAD S-42-123.
 ED1949'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1949'STAMPED---HORZ 42 040 1982---,
 ED1949'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1949'
 ED1949'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1949'STAMPED---AZ MK 42 040 1982---,
 ED1949'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1949'FLUSH WITH GROUND.  IT IS LOCATED
 ED1949'14.32 METER (46.99 FT) NORTHWEST FROM A TELEPHONE
 ED1949'POLE WITH TELEPHONE JUNCTION BOX ATTACHED.
 ED1949'6.00 METER (19.69 FT) SOUTHWEST FROM THE APPROXIMATE
 ED1949'CENTER OF COUNTY ROAD S-42-123.
 ED1949'1.30 METER (4.26 FT) SOUTHWEST FROM A DITCH RUNNING
 ED1949'PARALLEL WITH S-42-123.
 ED1949'0.72 METER (2.37 FT) NORTHWEST FROM A METAL WITNESS
 ED1949'POST.
 ED1949'
 ED1949'TO REACH AZIMUTH MARK FROM THE STATION PROCEED AHEAD
 ED1949'SOUTHERLY FOR 0.35 KM (0.25 MI) TO THE AZIMUTH ON THE RIGHT.
 ED1949'
 ED1949'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 ED1949'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1949
 ED1949                          STATION RECOVERY (1982)
 ED1949
 ED1949'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1949'RECOVERED IN GOOD CONDITION.
 ED1949
 ED1949                          STATION RECOVERY (1989)
 ED1949
 ED1949'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1949'STATION IS LOCATED 2.8 MILFS NORTHEAST OF WELLFORD. OWNERSHIP--SCDHPT,
 ED1949'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1949'803-737-1314.
 ED1949'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 40 (NEW
 ED1949'CUT ROAD) AND INTERSTATE 26 (5.4 MILES SOUTHEAST OF INMAN), GO WEST
 ED1949'NORTHWEST OF ROAD 40 FOR 0.2 MILE TO THE JUNCTION OF STATE ROAD 219
 ED1949'(CAMPGROUND ROAD), TURN LEFT ON ROAD 219 FOR 0.65 MILE TO THE
 ED1949'JUNCTION OF STATE ROAD 41 (NORTH BLACKSTOCK ROAD), CONTINUE ON ROAD
 ED1949'219 FOR 1.55 MILE TO THE JUNCTION OF STATE ROAD 123 (MOUNT ZION ROAD)
 ED1949', TURN LEFT ON ROAD 123 FOR 0.05 MILE TO THE STATION ON THE LEFT NEAR
 ED1949'A SECURITY LIGHT POLE IN FRONT OF THE MOUNT ZION BAPTIST CHURCH.
 ED1949'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1949'ROAD, 91.6 FEET WEST NORTHWEST OF THE WEST CORNER OF THE MAIN BODY OF
 ED1949'THE CHURCH, 22.0 FEET EAST NORTHEAST OF THE CENTER OF THE ROAD, 76.0
 ED1949'FEET SOUTH SOUTHWEST OF A LONE 42-INCH OAK TREE SURROUNDED BY
 ED1949'PAVEMENT, 12.2 FEET SOUTH SOUTHWEST OF THE POLE.
 ED1949'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 ED1949'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1948 ***********************************************************************
 ED1948  DESIGNATION -  42 040 AZ MK
 ED1948  PID         -  ED1948
 ED1948  STATE/COUNTY-  SC/SPARTANBURG
 ED1948  USGS QUAD   -  WELLFORD (1983)
 ED1948
 ED1948                         *CURRENT SURVEY CONTROL
 ED1948  ___________________________________________________________________
 ED1948* NAD 83(2001)-  34 58 27.78448(N)    082 03 14.03191(W)     ADJUSTED  
 ED1948* NAVD 88     -       271.3    (meters)     890.     (feet)  VERTCON   
 ED1948  ___________________________________________________________________
 ED1948  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 ED1948  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 ED1948
 ED1948  HORZ ORDER  -  SECOND
 ED1948
 ED1948.The horizontal coordinates were established by classical geodetic methods
 ED1948.and adjusted by the National Geodetic Survey in March 2004..
 ED1948
 ED1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1948
 ED1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1948
 ED1948.The geoid height was determined by GEOID03.
 ED1948
 ED1948;                    North         East     Units Scale Factor Converg.
 ED1948;SPC SC       -   348,845.418   513,358.179   MT  1.00005320   -0 35 03.4
 ED1948;SPC SC       - 1,144,505.96  1,684,245.99   iFT  1.00005320   -0 35 03.4
 ED1948;UTM  17      - 3,870,709.609   403,798.250   MT  0.99971406   -0 36 14.9
 ED1948
 ED1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1948!SPC SC       -   0.99996236  x   1.00005320  =   1.00001556
 ED1948!UTM  17      -   0.99996236  x   0.99971406  =   0.99967643
 ED1948
 ED1948:                Primary Azimuth Mark                     Grid Az
 ED1948:SPC SC       -  WINGO HEIGHTS CAREY TANK                 055 48 43.7
 ED1948:UTM  17      -  WINGO HEIGHTS CAREY TANK                 055 49 55.2
 ED1948
 ED1948|---------------------------------------------------------------------|
 ED1948| PID    Reference Object                     Distance      Geod. Az  |
 ED1948|                                                           dddmmss.s |
 ED1948| ED1953 WINGO HEIGHTS CAREY TANK            APPROX. 3.8 KM 0551340.3 |
 ED1948| ED1949 42 040                              442.169 METERS 3235205.5 |
 ED1948|---------------------------------------------------------------------|
 ED1948
 ED1948                          SUPERSEDED SURVEY CONTROL
 ED1948
 ED1948  NAD 83(1986)-  34 58 27.79490(N)    082 03 14.03546(W) AD(       ) 2
 ED1948  NAD 27      -  34 58 27.36695(N)    082 03 14.65086(W) AD(       ) 2
 ED1948  NGVD 29 (07/19/86)  271.4    (m)          890.     (f) VERT ANG       
 ED1948
 ED1948.Superseded values are not recommended for survey control.
 ED1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1948.See file dsdata.txt to determine how the superseded data were derived.
 ED1948
 ED1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0379870710(NAD 83)
 ED1948_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1948_SP_SET: CONCRETE POST
 ED1948_STAMPING: AZ MK 42 040 1982
 ED1948_MARK LOGO: SCGS  
 ED1948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1948+STABILITY: SURFACE MOTION
 ED1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1948+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1989
 ED1948
 ED1948  HISTORY     - Date     Condition        Report By
 ED1948  HISTORY     - 1982     MONUMENTED       SCGS
 ED1948  HISTORY     - 1982     GOOD             SCGS
 ED1948  HISTORY     - 19890629 GOOD             SCGS
 ED1948
 ED1948                          STATION DESCRIPTION
 ED1948
 ED1948'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1948'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF
 ED1948'WELLFORD, 8.0 KM (5.0 MI) SOUTH-SOUTHEAST OF INMAN,
 ED1948'3.2 KM (2.0 MI) NORTH OF FAIRFOREST. STATION IS SET IN
 ED1948'THE PROPERTY OF FRANK RICE.
 ED1948'OWNERSHIP--MR FRANK H RICE, ROUTE 7, BOX 297, SPARTANBURG SC
 ED1948'29303.
 ED1948'
 ED1948'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 ED1948'COUNTY ROAD S-42-40 (NEW CUT ROAD) AND INTERSTATE
 ED1948'26, WHICH IS IN THE SIGSBEE AREA.  GO WESTERLY ON S-42-40
 ED1948'FOR 0.3 KM (0.2 MI) TO COUNTY ROAD LEFT, S-42-219,
 ED1948'TURN LEFT AND GO SOUTHWESTERLY ON S-42-219 FOR 1.1 KM (0.7 MI)
 ED1948'TO A CROSSROAD, S-42-41, CONTINUE AHEAD ON S-42-219 FOR 2.5 KM
 ED1948'(1.55 MI) TO A T-JUNCTION, COUNTY ROAD S-42-123.  TURN
 ED1948'LEFT AND GO 0.1 KM (0.05 MI) TO STATION 42 040 SCGS ON THE
 ED1948'LEFT, CONTINUE AHEAD 0.4 KM (0.25 MI) TO THE STATION ON
 ED1948'THE RIGHT.
 ED1948'
 ED1948'THE STATION IS A STANDARD SCGS DISK
 ED1948'STAMPED---AZ MK 42 040 1982---,
 ED1948'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1948'FLUSH WITH GROUND.  IT IS LOCATED
 ED1948'14.32 METERS (46.99 FT) NORTHWEST FROM A TELEPHONE
 ED1948'POLE WITH TELEPHONE JUNCTION BOX ATTACHED,
 ED1948'6.00 METERS (19.69 FT) SOUTHWEST FROM THE APPROXIMATE
 ED1948'CENTER OF COUNTY ROAD S-42-123,
 ED1948'1.30 METERS (4.26 FT) SOUTHWEST FROM A DITCH RUNNING
 ED1948'PARALLEL WITH S-42-123 AND
 ED1948'0.72 METER (2.37 FT) NORTHWEST FROM A METAL WITNESS
 ED1948'POST.
 ED1948'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1948'STAMPED---AZ MK 42 040 1982---,
 ED1948'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1948'
 ED1948'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1948'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1948
 ED1948                          STATION RECOVERY (1982)
 ED1948
 ED1948'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1948'RECOVERED IN GOOD CONDITION.
 ED1948
 ED1948                          STATION RECOVERY (1989)
 ED1948
 ED1948'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1948'STATION IS LOCATED 2.75 MILES EAST NORTHEAST OF WELLFORD.
 ED1948'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1948'COLUMBIA, SC 29202, PHONE 803-737-1314.
 ED1948'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 40 (NEW
 ED1948'CUT ROAD) AND INTERSTATE 26 (5.4 MILES SOUTHEAST OF INMAN), GO WEST
 ED1948'NORTHWEST OF ROAD 40 FOR 0.2 MILE TO THE JUNCTION OF STATE ROAD 219
 ED1948'(CAMPGROUND ROAD), TURN LEFT ON ROAD 219 FOR 0.65 MILE TO THE
 ED1948'JUNCTION OF STATE ROAD 41 (NORTH BLACKSTOCK ROAD), CONTINUE ON ROAD
 ED1948'219 FOR 1.55 MILE TO THE JUNCTION OF STATE ROAD 123 (MOUNT ZION ROAD)
 ED1948', TURN LEFT ON ROAD 123 FOR 0.3 MILE TO THE STATION ON THE RIGHT NEAR
 ED1948'THE EXTENDED CENTER OF BRANDON DRIVE.
 ED1948'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 ED1948'THE ROAD, 53.6 FEET SOUTH SOUTHWEST OF AN 18-INCH PINE TREE, 47.2
 ED1948'FEET NORTHWEST OF A POWER POLE NUMBER 6, 19.5 FEET SOUTHWEST OF THE
 ED1948'CENTER OF THE ROAD, 9.6 FEFT NORTHWEST OF THE EXTENDED CENTER OF
 ED1948'BRANDON DRIVE, 2.4 FEET WEST NORTHWEST OF A WITNESS POST.
 ED1948'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 ED1948'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1939 ***********************************************************************
 ED1939  DESIGNATION -  42 041
 ED1939  PID         -  ED1939
 ED1939  STATE/COUNTY-  SC/SPARTANBURG
 ED1939  USGS QUAD   -  WELLFORD (1983)
 ED1939
 ED1939                         *CURRENT SURVEY CONTROL
 ED1939  ___________________________________________________________________
 ED1939* NAD 83(2001)-  34 55 18.22539(N)    082 04 17.55981(W)     ADJUSTED  
 ED1939* NAVD 88     -       245.5    (meters)     805.     (feet)  VERTCON   
 ED1939  ___________________________________________________________________
 ED1939  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 ED1939  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 ED1939
 ED1939  HORZ ORDER  -  SECOND
 ED1939
 ED1939.The horizontal coordinates were established by classical geodetic methods
 ED1939.and adjusted by the National Geodetic Survey in March 2004..
 ED1939
 ED1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1939
 ED1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1939
 ED1939.The geoid height was determined by GEOID03.
 ED1939
 ED1939;                    North         East     Units Scale Factor Converg.
 ED1939;SPC SC       -   343,020.494   511,686.179   MT  1.00003262   -0 35 38.6
 ED1939;SPC SC       - 1,125,395.32  1,678,760.43   iFT  1.00003262   -0 35 38.6
 ED1939;UTM  17      - 3,864,887.160   402,124.800   MT  0.99971806   -0 36 48.5
 ED1939
 ED1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1939!SPC SC       -   0.99996639  x   1.00003262  =   0.99999901
 ED1939!UTM  17      -   0.99996639  x   0.99971806  =   0.99968446
 ED1939
 ED1939|---------------------------------------------------------------------|
 ED1939| PID    Reference Object                     Distance      Geod. Az  |
 ED1939|                                                           dddmmss.s |
 ED1939| ED1938 42 041 RM 1                         209.636 METERS 12729     |
 ED1939| ED1358 HUDSON                              APPROX. 3.1 KM 2045623.1 |
 ED1939|---------------------------------------------------------------------|
 ED1939
 ED1939                          SUPERSEDED SURVEY CONTROL
 ED1939
 ED1939  NAD 83(1986)-  34 55 18.23637(N)    082 04 17.56169(W) AD(       ) 2
 ED1939  NAD 27      -  34 55 17.80533(N)    082 04 18.17884(W) AD(       ) 2
 ED1939  NGVD 29 (07/19/86)  245.6    (m)          806.     (f) VERT ANG       
 ED1939
 ED1939.Superseded values are not recommended for survey control.
 ED1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1939.See file dsdata.txt to determine how the superseded data were derived.
 ED1939
 ED1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0212564887(NAD 83)
 ED1939_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1939_SP_SET: CONCRETE POST
 ED1939_STAMPING: HORZ 42 041 1982
 ED1939_MARK LOGO: SCGS  
 ED1939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1939+STABILITY: SURFACE MOTION
 ED1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1939+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1989
 ED1939
 ED1939  HISTORY     - Date     Condition        Report By
 ED1939  HISTORY     - 1982     MONUMENTED       SCGS
 ED1939  HISTORY     - 1982     GOOD             SCGS
 ED1939  HISTORY     - 19890619 GOOD             SCGS
 ED1939
 ED1939                          STATION DESCRIPTION
 ED1939
 ED1939'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1939'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) WEST-SOUTHWEST
 ED1939'OF SPARTANBURG, 8.0 KM (5.0 MI) NORTHEAST OF REIDVILLE,
 ED1939'4.8 KM (3.0 MI) SOUTHEAST OF WELLFORD. STATION IS SET ALONG
 ED1939'ROAD RIGHT-OF-WAY IN THE SMALL COMMUNITY OF LARKIN.
 ED1939'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1939'PO 191, COLUMBIA SC 29202  PHONE 803-758-3414.
 ED1939'
 ED1939'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 ED1939'AND INTERSTATE HIGHWAY 85.  GO EASTERLY ON U.S. HIGHWAY
 ED1939'29 FOR 0.8 KM (0.5 MI) TO A COUNTY ROAD RIGHT, S-42-222.
 ED1939'TURN RIGHT AND GO SOUTHWESTERLY ON S-42-222 FOR 2.2 KM
 ED1939'(1.4 MI) TO A T-JUNCTION, TURN LEFT AND GO SOUTHEASTERLY ON
 ED1939'A PAVED ROAD FOR 0.8 KM (0.5 MI) TO THE STATION ON
 ED1939'THE LEFT.
 ED1939'
 ED1939'THE STATION IS A STANDARD SCGS DISK
 ED1939'STAMPED---HORZ 42 041 1982---,
 ED1939'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1939'FLUSH WITH GROUND.  IT IS LOCATED
 ED1939'20.09 METER (65.91 FT) NORTHEAST FROM A TELEPHONE
 ED1939'POLE NUMBER DG 27 WITH A GUY WIRE.
 ED1939'9.73 METER (31.92 FT) NORTHEAST FROM THE APPROXIMATE
 ED1939'CENTER OF COUNTY ROAD.
 ED1939'1.0 METER (3.28 FT) SOUTHWEST FROM A CHAINLINK
 ED1939'FENCE SURROUNDING A LAND FILL.
 ED1939'0.75 METER (2.46 FT) EAST-SOUTHEAST FROM A METAL
 ED1939'WITNESS POST.
 ED1939'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1939'STAMPED---HORZ 42 041 1982---,
 ED1939'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1939'
 ED1939'THE AZIMUTH MARK IS A STANDARD SCGS REFERENCE MARK DISK
 ED1939'STAMPED---RM 1 42 041 1982---,
 ED1939'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1939'FLUSH WITH GROUND.  IT IS LOCATED
 ED1939'18.80 METER (61.68 FT) NORTHWEST FROM THE APPROXIMATE
 ED1939'CENTER OF A PAVED ROAD LEADING NORTHWEST.
 ED1939'12.20 METER (40.02 FT) NORTHEAST FROM THE APPROXIMATE
 ED1939'CENTER OF A PAVED ROAD LEADING EASTERLY.
 ED1939'5.27 METER (17.30 FT) SOUTHWEST FROM A FENCELINE.
 ED1939'0.80 METER (2.63 FT) SOUTHWEST FROM A METAL WITNESS
 ED1939'POST.
 ED1939'
 ED1939'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ON THE
 ED1939'PAVED ROAD FOR 0.2 KM (0.15 MI) TO THE LONG REFERENCE
 ED1939'MARK ON THE LEFT, JUST BEFORE A CROSSROAD.
 ED1939'
 ED1939'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED1939'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1939
 ED1939                          STATION RECOVERY (1982)
 ED1939
 ED1939'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1939'RECOVERED IN GOOD CONDITION.
 ED1939
 ED1939                          STATION RECOVERY (1989)
 ED1939
 ED1939'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1939'STATION IS LOCATED 2.85 MILES SOUTHEAST OF WELLFORD.
 ED1939'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1939'COLUMBIA, SC 29202, PHONE 803-737-1314.
 ED1939'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED1939'U.S. HIGHWAY 29 (1.8 MILES SOUTHEAST OF WELLFORD), GO EAST ON HIGHWAY
 ED1939'29 FOR 0.5 MILE TO THE JUNCTION OF STATE ROAD 222 (NEW HOPE ROAD),
 ED1939'TURN RIGHT ON ROAD 222 FOR 1.35 MILES TO A T-JUNCTION, CONTINUE LEFT
 ED1939'ON ROAD 222 (NAZARETH ROAD) FOR 0.1 MILE TO THE JUNCTION OF A PAVED
 ED1939'ROAD (ROAD 222 TURNS RIGHT), CONTINUE AHEAD ON THE PAVED ROAD FOR 0.4
 ED1939'MILE TO THE STATION ON THE LEFT NEAR A CHAIN LINK FENCE, 0.1 MILE
 ED1939'NORTHWEST OF THE JUNCTION OF HOLIDAY DRIVE 5-2550.
 ED1939'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1939'ROAD, 198.3 FEET EAST SOUTHEAST OF A TELEPHONE JUNCTION BOX PED24,
 ED1939'32.0 FEET NORTH NORTHEAST OF THE CENTER OF THE ROAD, 147.7 FEET WEST
 ED1939'NORTHWEST OF A SCGS REFERENCE WASHER GLUED TO A THREE FOOT HIGH
 ED1939'4-INCH BY 4-INCH STEEL BOX WITH LOCKED TOP, 3.3 FEET SOUTH SOUTHWEST
 ED1939'OF THE FENCE, 2.5 FEET EAST SOUTHEAST OF A WITNESS POST.
 ED1939'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1938 ***********************************************************************
 ED1938  DESIGNATION -  42 041 RM 1
 ED1938  PID         -  ED1938
 ED1938  STATE/COUNTY-  SC/SPARTANBURG
 ED1938  USGS QUAD   -  WELLFORD (1983)
 ED1938
 ED1938                         *CURRENT SURVEY CONTROL
 ED1938  ___________________________________________________________________
 ED1938* NAD 83(2001)-  34 55 14.08574(N)    082 04 11.00585(W)     ADJUSTED  
 ED1938* NAVD 88     -       248.     (meters)     814.     (feet)  VERTCON   
 ED1938  ___________________________________________________________________
 ED1938  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 ED1938  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 ED1938
 ED1938  HORZ ORDER  -  SECOND
 ED1938
 ED1938.The horizontal coordinates were established by classical geodetic methods
 ED1938.and adjusted by the National Geodetic Survey in March 2004..
 ED1938.No horizontal observational check was made to the station.
 ED1938
 ED1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1938
 ED1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1938
 ED1938.The geoid height was determined by GEOID03.
 ED1938
 ED1938;                    North         East     Units Scale Factor Converg.
 ED1938;SPC SC       -   342,891.204   511,851.207   MT  1.00003218   -0 35 35.0
 ED1938;SPC SC       - 1,124,971.14  1,679,301.86   iFT  1.00003218   -0 35 35.0
 ED1938;UTM  17      - 3,864,757.855   402,289.733   MT  0.99971767   -0 36 44.6
 ED1938
 ED1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1938!SPC SC       -   0.99996602  x   1.00003218  =   0.99999820
 ED1938!UTM  17      -   0.99996602  x   0.99971767  =   0.99968370
 ED1938
 ED1938                          SUPERSEDED SURVEY CONTROL
 ED1938
 ED1938  NAD 83(1986)-  34 55 14.09673(N)    082 04 11.00772(W) AD(       ) 2
 ED1938  NAD 27      -  34 55 13.66549(N)    082 04 11.62518(W) AD(       ) 2
 ED1938  NGVD 29 (07/19/86)  248.     (m)          814.     (f) VERT ANG       
 ED1938
 ED1938.Superseded values are not recommended for survey control.
 ED1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1938.See file dsdata.txt to determine how the superseded data were derived.
 ED1938
 ED1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0229064758(NAD 83)
 ED1938_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1938_SP_SET: CONCRETE POST
 ED1938_STAMPING: RM 1 42 041 1982
 ED1938_MARK LOGO: SCGS  
 ED1938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1938+STABILITY: SURFACE MOTION
 ED1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1938+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 ED1938
 ED1938  HISTORY     - Date     Condition        Report By
 ED1938  HISTORY     - 1982     MONUMENTED       SCGS
 ED1938  HISTORY     - 1982     GOOD             SCGS
 ED1938  HISTORY     - 19890628 GOOD             SCGS
 ED1938
 ED1938                          STATION DESCRIPTION
 ED1938
 ED1938'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1938'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) WEST-SOUTHWEST
 ED1938'OF SPARTANBURG, 8.0 KM (5.0 MI) NORTHEAST OF REIDVILLE, 4.8
 ED1938'KM (3.0 MI) SOUTHEAST OF WELLFORD. STATION IS SET ALONG ROAD
 ED1938'RIGHT-OF-WAY IN THE SMALL COMMUNITY OF LARKIN.
 ED1938'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 ED1938'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 ED1938'
 ED1938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 ED1938'INTERSTATE HIGHWAY 85. GO EASTERLY ON U.S. HIGHWAY 29 FOR
 ED1938'0.8 KM (0.5 MI) TO A COUNTY ROAD RIGHT, S-42-222.
 ED1938'TURN RIGHT AND GO SOUTHWESTERLY ON S-42-222 FOR 2.2 KM
 ED1938'(1.4 MI) TO A T-JUNCTION, TURN LEFT AND GO SOUTHEASTERLY
 ED1938'ON A PAVED ROAD FOR 0.8 KM (0.5 MI) TO STATION 42 041 SCGS
 ED1938'ON THE LEFT, CONTINUE AHEAD 0.2 KM (0.15 MI) TO THE
 ED1938'STATION ON THE LEFT, JUST BEFORE A CROSSROAD.
 ED1938'
 ED1938'THE STATION IS A STANDARD SCGS DISK
 ED1938'STAMPED---RM 1 42 041 1982---,
 ED1938'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1938'FLUSH WITH GROUND.  IT IS LOCATED
 ED1938'18.8 METER (61.68 FT) NORTHWEST FROM THE APPROXIMATE
 ED1938'CENTER OF A PAVED ROAD LEADING NORTHWEST.
 ED1938'12.2 METER (40.02 FT) NORTHEAST FROM THE APPROXIMATE
 ED1938'CENTER OF A PAVED ROAD LEADING EASTERLY.
 ED1938'5.274 METER (17.3 FT) SOUTHWEST FROM THE FENCE LINE.
 ED1938'0.8 METER (2.63 FT) SOUTHWEST FROM A METAL WITNESS
 ED1938'POST.
 ED1938'
 ED1938'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 ED1938'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME, A LONG
 ED1938'REFERENCE MARK WAS SET.
 ED1938
 ED1938                          STATION RECOVERY (1982)
 ED1938
 ED1938'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1938'RECOVERED IN GOOD CONDITION.
 ED1938
 ED1938                          STATION RECOVERY (1989)
 ED1938
 ED1938'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1938'STATION IS LOCATED 3.0 MILFS SOUTHEAST OF WELLFORD. OWNERSHIP--SCDHPT,
 ED1938'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1938'803-737-1314.
 ED1938'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED1938'U.S. HIGHWAY 29 (1.8 MILES SOUTHEAST OF WELLFORD), GO EAST ON HIGHWAY
 ED1938'29 FOR 0.5 MILE TO THE JUNCTION OF STATE ROAD 222 (NEW HOPE ROAD),
 ED1938'TURN RIGHT ON ROAD 222 FOR 1.35 MILES TO A T-JUNCTION, CONTINUE LEFT
 ED1938'ON ROAD 222 (NAZARETH ROAD) FOR 0.1 MILE TO THE JUNCTION OF A PAVED
 ED1938'ROAD (ROAD 222 TURNS RIGHT), CONTINUE AHEAD ON THE PAVED ROAD FOR
 ED1938'0.55 MILE TO THE STATION IN THE NORTH ANGLE OF THE JUNCTION OF FREY
 ED1938'CREEK ROAD.
 ED1938'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1938'ROADS, 14.7 FEET SOUTH SOUTHWEST OF A CHAIN LINK FENCE, 62.0 FEET
 ED1938'NORTHWEST OF THE CENTER OF FREY CREEK ROAD, 40.0 FEET NORTHEAST OF
 ED1938'THE CENTER OF THE ROAD, 2.8 FEET SOUTHWEST OF A WITNESS POST.
 ED1938'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1822 ***********************************************************************
 EC1822  DESIGNATION -  42 042
 EC1822  PID         -  EC1822
 EC1822  STATE/COUNTY-  SC/SPARTANBURG
 EC1822  USGS QUAD   -  PACOLET (1983)
 EC1822
 EC1822                         *CURRENT SURVEY CONTROL
 EC1822  ___________________________________________________________________
 EC1822* NAD 83(2001)-  34 54 17.60179(N)    081 47 14.40180(W)     ADJUSTED  
 EC1822* NAVD 88     -       242.339  (meters)     795.07   (feet)  ADJUSTED  
 EC1822  ___________________________________________________________________
 EC1822  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EC1822  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EC1822  DYNAMIC HT  -         242.099 (meters)     794.29  (feet)  COMP
 EC1822  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 EC1822
 EC1822  HORZ ORDER  -  SECOND
 EC1822  VERT ORDER  -  FIRST     CLASS II
 EC1822
 EC1822.The horizontal coordinates were established by classical geodetic methods
 EC1822.and adjusted by the National Geodetic Survey in March 2004..
 EC1822
 EC1822.The orthometric height was determined by differential leveling
 EC1822.and adjusted by the National Geodetic Survey in June 1991..
 EC1822
 EC1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1822
 EC1822.The geoid height was determined by GEOID03.
 EC1822
 EC1822.The dynamic height is computed by dividing the NAVD 88
 EC1822.geopotential number by the normal gravity value computed on the
 EC1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1822.degrees latitude (g = 980.6199 gals.).
 EC1822
 EC1822.The modeled gravity was interpolated from observed gravity values.
 EC1822
 EC1822;                    North         East     Units Scale Factor Converg.
 EC1822;SPC SC       -   340,918.734   537,641.478   MT  1.00002622   -0 26 11.4
 EC1822;SPC SC       - 1,118,499.78  1,763,915.61   iFT  1.00002622   -0 26 11.4
 EC1822;UTM  17      - 3,862,778.548   428,070.663   MT  0.99966377   -0 27 02.0
 EC1822
 EC1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1822!SPC SC       -   0.99996689  x   1.00002622  =   0.99999311
 EC1822!UTM  17      -   0.99996689  x   0.99966377  =   0.99963067
 EC1822
 EC1822:                Primary Azimuth Mark                     Grid Az
 EC1822:SPC SC       -  42 042 AZ MK                             111 47 10.0
 EC1822:UTM  17      -  42 042 AZ MK                             111 48 00.6
 EC1822
 EC1822|---------------------------------------------------------------------|
 EC1822| PID    Reference Object                     Distance      Geod. Az  |
 EC1822|                                                           dddmmss.s |
 EC1822| EC1821 42 042 AZ MK                        APPROX. 0.6 KM 1112058.6 |
 EC1822| EC2648 TP SPA 203                          132.893 METERS 28622     |
 EC1822|---------------------------------------------------------------------|
 EC1822
 EC1822                          SUPERSEDED SURVEY CONTROL
 EC1822
 EC1822  NAD 83(1986)-  34 54 17.61538(N)    081 47 14.40568(W) AD(       ) 2
 EC1822  NAD 27      -  34 54 17.16322(N)    081 47 15.04656(W) AD(       ) 2
 EC1822  NAVD 88 (10/01/92)  242.34   (m)          795.1    (f) LEVELING    3  
 EC1822  NAVD 88 (07/30/91)  242.77   (m)          796.5    (f) LEVELING    3  
 EC1822  NGVD 29 (09/16/91)  242.456  (m)          795.46   (f) ADJUSTED    1 2
 EC1822
 EC1822.Superseded values are not recommended for survey control.
 EC1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1822.See file dsdata.txt to determine how the superseded data were derived.
 EC1822
 EC1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2807162779(NAD 83)
 EC1822_MARKER: DD = SURVEY DISK
 EC1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1822_SP_SET: CONCRETE POST
 EC1822_STAMPING: HORZ 42 042 1982
 EC1822_MARK LOGO: SCGS  
 EC1822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1822+STABILITY: SURFACE MOTION
 EC1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1822+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1988
 EC1822
 EC1822  HISTORY     - Date     Condition        Report By
 EC1822  HISTORY     - 1982     MONUMENTED       SCGS
 EC1822  HISTORY     - 1982     GOOD             SCGS
 EC1822  HISTORY     - 19880901 GOOD             SCGS
 EC1822
 EC1822                          STATION DESCRIPTION
 EC1822
 EC1822'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1822'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTH OF CLIFTON,
 EC1822'3.2 KM (2.0 MI) EAST-NORTHEAST OF WHITE STONE, 1.6 KM (1.0 MI)
 EC1822'WEST-NORTHWEST OF PACOLET, STATION IS SET ALONG ROAD
 EC1822'RIGHT-OF-WAY.
 EC1822'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 EC1822'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 EC1822'
 EC1822'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1822'9, 150 AND U.S. HIGHWAY 176 IN PACOLET.  GO WESTERLY
 EC1822'ON HIGHWAY 9 AND 176 FOR 2.1 KM (1.3 MI) TO A FORK RIGHT AND
 EC1822'THE AZIMUTH SET AT THE FORK, TAKE RIGHT FORK FOR
 EC1822'0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 EC1822'
 EC1822'THE STATION IS A STANDARD SCGS DISK
 EC1822'STAMPED---HORZ 42 042 1982---,
 EC1822'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1822'FLUSH WITH GROUND.  IT IS LOCATED
 EC1822'20.7 METERS (67.92 FT) EAST-SOUTHEAST FROM THE APPROXIMATE
 EC1822'CENTER OF THE RAILROAD TRACKS PAVED CROSSING,
 EC1822'19.0 METERS (62.35 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 EC1822'CENTER OF THE RAILROAD TRACKS,
 EC1822'5.6 METERS (18.37 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 EC1822'CENTER OF A PAVED ROAD,
 EC1822'1.015 METERS (3.33 FT) EAST-SOUTHEAST FROM A METAL
 EC1822'WITNESS POST AND
 EC1822'0.93 METER (3.05 FT) WEST-NORTHWEST FROM A METAL
 EC1822'WITNESS POST.
 EC1822'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1822'STAMPED---HORZ 42 042 1982---,
 EC1822'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1822'
 EC1822'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1822'STAMPED---AZ MK 42 042 1982---,
 EC1822'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1822'FLUSH WITH GROUND.  IT IS LOCATED
 EC1822'6.76 METERS (22.17 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 EC1822'CENTER OF U.S. HIGHWAY 176 AND STATE HIGHWAY 9,
 EC1822'8.0 METERS (26.24 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 EC1822'CENTER OF A PAVED ROAD,
 EC1822'1.70 METERS (5.57 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 EC1822'CENTER OF SIGN FOR U.S. HIGHWAY 176 AND
 EC1822'0.7 METER (2.3 FT) WEST-NORTHWEST FROM A METAL WITNESS
 EC1822'POST.
 EC1822'
 EC1822'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 EC1822'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1822
 EC1822                          STATION RECOVERY (1982)
 EC1822
 EC1822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1822'RECOVERED IN GOOD CONDITION.
 EC1822
 EC1822                          STATION RECOVERY (1988)
 EC1822
 EC1822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1822'THE STATION IS LOCATED 1.6 MILES WEST NORTHWEST OF PACOLET.
 EC1822'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC1822'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC1822'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 150 AND
 EC1822'U.S. HIGHWAY 176 IN PACOLET, GO WEST NORTHWEST ON HIGHWAY 176 AND 9
 EC1822'FOR 1.3 MILES TO A FORK AT THE JUNCTION OF STATE ROAD 811 (PINE
 EC1822'STREET), BEAR RIGHT ON THE FORK FOR 0.3 MILE TO THE STATION ON THE
 EC1822'RIGHT.
 EC1822'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC1822'THE ROAD, 17.8 FEET NORTH NORTHEAST OF THE CENTER OF THE ROAD, 71.1
 EC1822'FEET EAST SOUTHEAST OF THE CENTER OF THE ROAD AT THE SOUTHERN RAILWAY
 EC1822'CROSSING, 59.7 FEET SOUTH SOUTHWEST OF THE SOUTHERN-MOST RAIL OF THE
 EC1822'TRACKS, 2.9 FEET WEST NORTHWEST OF A WITNESS POST, 3.6 FEET EAST
 EC1822'SOUTHEAST OF ANOTHER WITNESS POST.
 EC1822'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1821 ***********************************************************************
 EC1821  DESIGNATION -  42 042 AZ MK
 EC1821  PID         -  EC1821
 EC1821  STATE/COUNTY-  SC/SPARTANBURG
 EC1821  USGS QUAD   -  PACOLET (1983)
 EC1821
 EC1821                         *CURRENT SURVEY CONTROL
 EC1821  ___________________________________________________________________
 EC1821* NAD 83(2001)-  34 54 11.05262(N)    081 46 54.06570(W)     ADJUSTED  
 EC1821* NAVD 88     -       236.072  (meters)     774.51   (feet)  ADJUSTED  
 EC1821  ___________________________________________________________________
 EC1821  X           -     748,569.618 (meters)                     COMP
 EC1821  Y           -  -5,182,976.712 (meters)                     COMP
 EC1821  Z           -   3,629,170.160 (meters)                     COMP
 EC1821  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EC1821  ELLIP HEIGHT-         204.66  (meters)          (03/13/03) GPS OBS
 EC1821  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC1821  DYNAMIC HT  -         235.839 (meters)     773.75  (feet)  COMP
 EC1821  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 EC1821
 EC1821  HORZ ORDER  -  FIRST
 EC1821  VERT ORDER  -  FIRST     CLASS II
 EC1821  ELLP ORDER  -  FOURTH    CLASS II
 EC1821
 EC1821.The horizontal coordinates were established by GPS observations
 EC1821.and adjusted by the National Geodetic Survey in March 2003..
 EC1821
 EC1821.The orthometric height was determined by differential leveling
 EC1821.and adjusted by the National Geodetic Survey in June 1991..
 EC1821
 EC1821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC1821
 EC1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1821
 EC1821.The ellipsoidal height was determined by GPS observations
 EC1821.and is referenced to NAD 83.
 EC1821
 EC1821.The geoid height was determined by GEOID03.
 EC1821
 EC1821.The dynamic height is computed by dividing the NAVD 88
 EC1821.geopotential number by the normal gravity value computed on the
 EC1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1821.degrees latitude (g = 980.6199 gals.).
 EC1821
 EC1821.The modeled gravity was interpolated from observed gravity values.
 EC1821
 EC1821;                    North         East     Units Scale Factor Converg.
 EC1821;SPC SC       -   340,712.994   538,156.225   MT  1.00002554   -0 26 00.1
 EC1821;SPC SC       - 1,117,824.78  1,765,604.41   iFT  1.00002554   -0 26 00.1
 EC1821;UTM  17      - 3,862,572.757   428,585.174   MT  0.99966286   -0 26 50.2
 EC1821
 EC1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1821!SPC SC       -   0.99996788  x   1.00002554  =   0.99999342
 EC1821!UTM  17      -   0.99996788  x   0.99966286  =   0.99963075
 EC1821
 EC1821:                Primary Azimuth Mark                     Grid Az
 EC1821:SPC SC       -  42 042                                   291 47 10.3
 EC1821:UTM  17      -  42 042                                   291 48 00.4
 EC1821
 EC1821|---------------------------------------------------------------------|
 EC1821| PID    Reference Object                     Distance      Geod. Az  |
 EC1821|                                                           dddmmss.s |
 EC1821| EC1822 42 042                              APPROX. 0.6 KM 2912110.2 |
 EC1821|---------------------------------------------------------------------|
 EC1821
 EC1821                          SUPERSEDED SURVEY CONTROL
 EC1821
 EC1821  NAD 83(1995)-  34 54 11.05283(N)    081 46 54.06532(W) AD(       ) 1
 EC1821  ELLIP H (08/25/00)  204.66   (m)                       GP(       ) 4 1
 EC1821  NAD 83(1986)-  34 54 11.06484(N)    081 46 54.07011(W) AD(       ) 1
 EC1821  NAD 83(1986)-  34 54 11.06648(N)    081 46 54.06928(W) AD(       ) 2
 EC1821  NAD 27      -  34 54 10.61397(N)    081 46 54.71085(W) AD(       ) 2
 EC1821  NAVD 88 (10/01/92)  236.07   (m)          774.5    (f) LEVELING    3  
 EC1821  NAVD 88 (07/30/91)  236.51   (m)          775.9    (f) LEVELING    3  
 EC1821  NGVD 29 (09/16/91)  236.189  (m)          774.90   (f) ADJUSTED    1 2
 EC1821
 EC1821.Superseded values are not recommended for survey control.
 EC1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1821.See file dsdata.txt to determine how the superseded data were derived.
 EC1821
 EC1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2858562573(NAD 83)
 EC1821_MARKER: DD = SURVEY DISK
 EC1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1821_SP_SET: CONCRETE POST
 EC1821_STAMPING: AZ MK 42 042 1982
 EC1821_MARK LOGO: SCGS  
 EC1821_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1821+STABILITY: SURFACE MOTION
 EC1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1821+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1998
 EC1821
 EC1821  HISTORY     - Date     Condition        Report By
 EC1821  HISTORY     - 1982     MONUMENTED       SCGS
 EC1821  HISTORY     - 1982     GOOD             SCGS
 EC1821  HISTORY     - 19880901 GOOD             SCGS
 EC1821  HISTORY     - 19980723 GOOD             SCGS
 EC1821
 EC1821                          STATION DESCRIPTION
 EC1821
 EC1821'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1821'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTH OF
 EC1821'CLIFTON, 3.2 KM (2.0 MI) EAST-NORTHEAST OF WHITE STONE,
 EC1821'1.6 KM (1.0 MI) WEST-NORTHWEST OF PACOLET, STATION
 EC1821'IS SET ALONG ROAD RIGHT-OF-WAY.
 EC1821'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 EC1821'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 EC1821'
 EC1821'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1821'9, 150 AND U.S. HIGHWAY 176 IN PACOLET.  GO WESTERLY
 EC1821'ON HIGHWAY 9 AND 176 FOR 2.1 KM (1.3 MI) TO A FORK RIGHT,
 EC1821'AND THE STATION AT THE FORK.
 EC1821'
 EC1821'THE STATION IS A STANDARD SCGS DISK
 EC1821'STAMPED---AZ MK 42 042 1982---,
 EC1821'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1821'FLUSH WITH GROUND.  IT IS LOCATED
 EC1821'6.76 METERS (22.17 FT) NORTH-NORTHEAST FROM THE
 EC1821'APPROXIMATE CENTER OF HIGHWAYS 176 AND 9,
 EC1821'8.0 METERS (26.24 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 EC1821'CENTER OF A PAVED ROAD,
 EC1821'1.70 METERS (5.57 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 EC1821'CENTER OF A SIGN FOR U.S. HIGHWAY 176 AND
 EC1821'0.7 METER (2.3 FT) WEST-NORTHWEST FROM A METAL WITNESS
 EC1821'POST.
 EC1821'
 EC1821'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 EC1821'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1821
 EC1821                          STATION RECOVERY (1982)
 EC1821
 EC1821'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1821'RECOVERED IN GOOD CONDITION.
 EC1821
 EC1821                          STATION RECOVERY (1988)
 EC1821
 EC1821'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1821'THE STATION IS LOCATED IN PACOLET.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC1821'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 EC1821'803-737-1350.
 EC1821'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 150 AND
 EC1821'U.S. HIGHWAY 176 IN PACOLET, GO WEST NORTHWEST ON HIGHWAYS 176 AND 9
 EC1821'FOR 1.3 MILES TO A FORK AT THE JUNCTION OF STATE ROAD 811 (PINE
 EC1821'STREET) AND THE STATION IN THE VEE OF THE FORK.
 EC1821'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.4 FOOT
 EC1821'BELOW THE HIGHWAY, 26.5 FEET NORTH OF THE CENTER OF THE HIGHWAY, 21.3
 EC1821'FEET SOUTH OF THE CENTER OF THE FORK, 70.5 FEET WEST OF A METAL DRAIN
 EC1821'GRATE IN THE JUNCTION, 159.2 FEET EAST OF A POWER POLE WITH TWO GUY
 EC1821'WIRES, 2.3 FEET NORTH NORTHWEST OF A WITNESS POST.
 EC1821'DESCRIBED BY T. HALL.
 EC1821
 EC1821                          STATION RECOVERY (1998)
 EC1821
 EC1821'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 EC1821'STATION IS LOCATED 9.15 MILES (14.73 KM) SOUTH SOUTHEAST OF
 EC1821'SPARTANBURG, 1.15 MILES (1.85 KM) WEST NORTHWEST OF PACOLET.
 EC1821'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 EC1821'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 EC1821'JUNCTION OF STATE HIGHWAYS 150 AND 9 IN PACOLET, GO WEST NORTHWEST ON
 EC1821'HIGHWAY 9 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 1811
 EC1821'(PINE DRIVE) AND THE STATION AHEAD IN THE NORTHWEST ANGLE OF THE FORK
 EC1821'JUNCTION OF AN UNNAMED PAVED ROAD RIGHT.  STATION IS A CONCRETE POST
 EC1821'RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 EC1821'26.5 FEET (8.1 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 159.7
 EC1821'FEET (48.7 M) EAST SOUTHEAST OF A POWER LINE STUB POLE WITH TWO GUY
 EC1821'WIRES, 21.5 FEET (6.6 M) SOUTH SOUTHWEST OF THE CENTER OF THE PAVED
 EC1821'ROAD, 8.1 FEET (2.5 M) SOUTH OF THE WEST END OF A 1.2-FOOT METAL PIPE
 EC1821'CULVERT BENEATH THE PAVED ROAD, 2.2 FEET (0.7 M) NORTHWEST OF A
 EC1821'WITNESS POST.  RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1829 ***********************************************************************
 EC1829  DESIGNATION -  42 043
 EC1829  PID         -  EC1829
 EC1829  STATE/COUNTY-  SC/SPARTANBURG
 EC1829  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1829
 EC1829                         *CURRENT SURVEY CONTROL
 EC1829  ___________________________________________________________________
 EC1829* NAD 83(2001)-  34 52 29.64634(N)    081 47 54.91060(W)     ADJUSTED  
 EC1829* NAVD 88     -       227.6    (meters)     747.     (feet)  VERTCON   
 EC1829  ___________________________________________________________________
 EC1829  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 EC1829  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 EC1829
 EC1829  HORZ ORDER  -  SECOND
 EC1829
 EC1829.The horizontal coordinates were established by classical geodetic methods
 EC1829.and adjusted by the National Geodetic Survey in March 2004..
 EC1829
 EC1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1829
 EC1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1829
 EC1829.The geoid height was determined by GEOID03.
 EC1829
 EC1829;                    North         East     Units Scale Factor Converg.
 EC1829;SPC SC       -   337,599.871   536,587.372   MT  1.00001504   -0 26 33.8
 EC1829;SPC SC       - 1,107,611.13  1,760,457.26   iFT  1.00001504   -0 26 33.8
 EC1829;UTM  17      - 3,859,461.124   427,016.123   MT  0.99966565   -0 27 23.9
 EC1829
 EC1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1829!SPC SC       -   0.99996920  x   1.00001504  =   0.99998424
 EC1829!UTM  17      -   0.99996920  x   0.99966565  =   0.99963486
 EC1829
 EC1829:                Primary Azimuth Mark                     Grid Az
 EC1829:SPC SC       -  42 043 AZ MK                             126 55 31.7
 EC1829:UTM  17      -  42 043 AZ MK                             126 56 21.8
 EC1829
 EC1829|---------------------------------------------------------------------|
 EC1829| PID    Reference Object                     Distance      Geod. Az  |
 EC1829|                                                           dddmmss.s |
 EC1829| EC1828 42 043 AZ MK                        APPROX. 0.8 KM 1262857.9 |
 EC1829|---------------------------------------------------------------------|
 EC1829
 EC1829                          SUPERSEDED SURVEY CONTROL
 EC1829
 EC1829  NAD 83(1986)-  34 52 29.65898(N)    081 47 54.91482(W) AD(       ) 2
 EC1829  NAD 27      -  34 52 29.20478(N)    081 47 55.55609(W) AD(       ) 2
 EC1829  NGVD 29 (07/19/86)  227.7    (m)          747.     (f) VERT ANG       
 EC1829
 EC1829.Superseded values are not recommended for survey control.
 EC1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1829.See file dsdata.txt to determine how the superseded data were derived.
 EC1829
 EC1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2701659461(NAD 83)
 EC1829_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1829_STAMPING: 0 1980
 EC1829_MARK LOGO: NGS   
 EC1829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1829+STABILITY: SURFACE MOTION
 EC1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1829+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1994
 EC1829
 EC1829  HISTORY     - Date     Condition        Report By
 EC1829  HISTORY     - 1979     MONUMENTED       SCGS
 EC1829  HISTORY     - 19940525 GOOD             NGS
 EC1829
 EC1829                          STATION DESCRIPTION
 EC1829
 EC1829'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1979 (VDN)
 EC1829'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF
 EC1829'PAULINE, 3.2 KM (2.0 MI) SOUTHWEST OF PACOLET, 3.2 KM
 EC1829'(2.0 MI) SOUTHEAST OF WHITE STONE, STATION IS SET ALONG
 EC1829'ROAD RIGHT-OF-WAY.
 EC1829'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1829'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1829'SUITE 202, COLUMBIA SC 29201, PHONE 803 758-3604.
 EC1829'
 EC1829'TO REACH THE STATION FROM THE POST OFFICE IN WHITE STONE.  GO
 EC1829'EASTERLY ON STATE HIGHWAY 295 FOR 0.6 KM (0.35 MI) TO COUNTY
 EC1829'ROAD S-42-681 (WHITE STONE SPRINGS ROAD) ON THE RIGHT,
 EC1829'TURN RIGHT AND GO SOUTHEASTERLY ON S-42-681 FOR 3.5 KM (2.2 MI)
 EC1829'TO THE STATION ON THE LEFT.
 EC1829'
 EC1829'THE STATION IS A STANDARD SCGS DISK
 EC1829'STAMPED---HORZ 42 043 1982---,
 EC1829'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1829'FLUSH WITH GROUND.  IT IS LOCATED
 EC1829'6.22 METERS (20.40 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 EC1829'CENTER OF S-42-681,
 EC1829'6.5 METERS (21.32 FT) SOUTHEAST FROM THE APPROXIMATE
 EC1829'CENTER OF A PRIVATE ROAD WITH CHAIN GATE,
 EC1829'1.5 METERS (4.92 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 EC1829'1.30 METERS (4.26 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 EC1829'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1829'STAMPED---HORZ 42 043 1982---,
 EC1829'TO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1829'
 EC1829'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1829'STAMPED---AZ MK 42 043 1982---,
 EC1829'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1829'FLUSH WITH GROUND.  IT IS LOCATED
 EC1829'5.8 METERS (19.03 FT) SOUTHWEST FROM THE APPROXIMATE
 EC1829'CENTER OF S-42-681,
 EC1829'2.76 METERS (9.05 FT) NORTHEAST FROM A POWER POLE
 EC1829'WITH TRANSFORMER,
 EC1829'1.16 METERS (3.81 FT) NORTHEAST FROM A METAL WITNESS POST AND
 EC1829'1.05 METERS (3.44 FT) SOUTHEAST FROM A METAL WITNESS POST.
 EC1829'
 EC1829'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEASTERLY
 EC1829'ALONG S-42-681 FOR 0.7 KM (0.45 MI) TO THE AZIMUTH ON THE
 EC1829'RIGHT.
 EC1829'
 EC1829'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 EC1829'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1829
 EC1829                          STATION RECOVERY (1994)
 EC1829
 EC1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (WFP)
 EC1829'MARK IS A COMPONENT OF THE CHESTER CALIBRATION BASE LINE, LOCATED
 EC1829'ABOUT 9.6 KM (6.0 MI) NORTH OF CHESTER, 4.16 KM (2.58 MI) SOUTHEAST OF
 EC1829'LOWRYS AT THE CHESTER COUNTY AIRPORT.  **NOTE** CONTACT MR. WINSTON
 EC1829'CHURCH, AIRPORT MANAGER, FOR THE COMBINATION TO THE LOCKED GATE. TO
 EC1829'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 321 AND STATE HIGHWAY
 EC1829'909 (ABOUT 11 KM (6.8 MI) NORTH OF CHESTER AND ABOUT 0.8 KM (0.5 MI)
 EC1829'NORTHWEST OF LOWRYS), GO SOUTHEAST ON HIGHWAY 909 FOR 5 KM (3.1 MI) TO
 EC1829'A PAVED ROAD ON THE LEFT AND AIRPORT ENTRANCE.  TURN LEFT AND GO EAST
 EC1829'FOR 0.3 KM (0.2 MI) ON PAVED ROAD TO A LOCKED GATE AT THE AIRPORT.
 EC1829'PASS THROUGH THE GATE, TURN RIGHT AND GO EASTERLY FOR 0.2 KM (0.1 MI)
 EC1829'ON ROAD CROSSING TARMAC TO THE TAXIWAY.  TURN RIGHT AND GO SOUTH FOR
 EC1829'0.6 KM (0.4 MI) ON THE TAXIWAY TO THE MARK ON THE LEFT IN THE
 EC1829'NORTHEAST ANGLE OF THE JUNCTION WITH AN OLD RUNWAY. MARK IS SET IN THE
 EC1829'TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE
 EC1829'OF THE GROUND.  IT IS 26.3 M (86.3 FT) NORTH OF THE EDGE OF RUNWAY 5,
 EC1829'1.8 M (5.9 FT) EAST OF THE EDGE OF THE TAXIWAY AND O.5 MSOUTH OF A
 EC1829'FIBERGLASS WITNESS POST. FOR MORE INFORMATION PLEASE CONTACT MR.
 EC1829'DANNIE NOVAK, NGS STATE ADVISOR, OR SID MILLER, SOUTH CAROLINA
 EC1829'GEODETIC SURVEY, SOUTH CAROLINA MAPPING SERVICES, 5 GEOLOGY ROAD,
 EC1829'COLUMBIA, SC 29210. DESCRIBED BY W.F. PERRYMAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1828 ***********************************************************************
 EC1828  DESIGNATION -  42 043 AZ MK
 EC1828  PID         -  EC1828
 EC1828  STATE/COUNTY-  SC/SPARTANBURG
 EC1828  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1828
 EC1828                         *CURRENT SURVEY CONTROL
 EC1828  ___________________________________________________________________
 EC1828* NAD 83(2001)-  34 52 13.64314(N)    081 47 28.65428(W)     ADJUSTED  
 EC1828* NAVD 88     -       206.     (meters)     676.     (feet)  VERTCON   
 EC1828  ___________________________________________________________________
 EC1828  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 EC1828  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EC1828
 EC1828  HORZ ORDER  -  SECOND
 EC1828
 EC1828.The horizontal coordinates were established by classical geodetic methods
 EC1828.and adjusted by the National Geodetic Survey in March 2004..
 EC1828.No horizontal observational check was made to the station.
 EC1828
 EC1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1828
 EC1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1828
 EC1828.The geoid height was determined by GEOID03.
 EC1828
 EC1828;                    North         East     Units Scale Factor Converg.
 EC1828;SPC SC       -   337,101.592   537,250.401   MT  1.00001341   -0 26 19.3
 EC1828;SPC SC       - 1,105,976.35  1,762,632.55   iFT  1.00001341   -0 26 19.3
 EC1828;UTM  17      - 3,858,962.859   427,678.801   MT  0.99966446   -0 27 08.7
 EC1828
 EC1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1828!SPC SC       -   0.99997260  x   1.00001341  =   0.99998601
 EC1828!UTM  17      -   0.99997260  x   0.99966446  =   0.99963707
 EC1828
 EC1828                          SUPERSEDED SURVEY CONTROL
 EC1828
 EC1828  NAD 83(1986)-  34 52 13.65587(N)    081 47 28.65846(W) AD(       ) 2
 EC1828  NAD 27      -  34 52 13.20106(N)    081 47 29.30072(W) AD(       ) 2
 EC1828  NGVD 29 (07/19/86)  206.     (m)          676.     (f) VERT ANG       
 EC1828
 EC1828.Superseded values are not recommended for survey control.
 EC1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1828.See file dsdata.txt to determine how the superseded data were derived.
 EC1828
 EC1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2767958963(NAD 83)
 EC1828_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1828+STABILITY: SURFACE MOTION
 EC1828
 EC1828  HISTORY     - Date     Condition        Report By
 EC1828  HISTORY     - 1982     MONUMENTED       SCGS
 EC1828
 EC1828                          STATION DESCRIPTION
 EC1828
 EC1828'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1828'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF
 EC1828'PAULINE, 3.2 KM (2.0 MI) SOUTHEAST OF PACOLET, 3.2 KM
 EC1828'(2.0 MI) SOUTHEAST OF WHITE STONE, STATION IS SET ALONG
 EC1828'ROAD RIGHT-OF-WAY.
 EC1828'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1828'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1828'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1828'
 EC1828'TO REACH THE STATION FROM THE POST OFFICE IN WHITE STONE.
 EC1828'GO EASTERLY ON STATE HIGHWAY 295 FOR 0.6 KM (0.35 MI) TO
 EC1828'COUNTY ROAD S-42-681 (WHITE STONE SPRINGS ROAD) ON THE RIGHT,
 EC1828'TURN RIGHT AND GO SOUTHEASTERLY ON S-42-681 FOR 3.5 KM
 EC1828'(2.2 MI) TO STATION 42 043 SCGS ON THE LEFT, CONTINUE AHEAD 0.7 KM
 EC1828'(0.45 MI) TO THE STATION ON THE RIGHT.
 EC1828'
 EC1828'THE STATION IS A STANDARD SCGS DISK
 EC1828'STAMPED---AZ MK 42 043 1982---,
 EC1828'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1828'FLUSH WITH GROUND.  IT IS LOCATED
 EC1828'5.8 METERS (19.03 FT) SOUTHWEST FROM THE APPROXIMATE
 EC1828'CENTER OF S-42-681,
 EC1828'2.76 METERS (9.05 FT) NORTHEAST FROM A POWER POLE
 EC1828'WITH TRANSFORMER,
 EC1828'1.16 METERS (3.81 FT) NORTHWEST FROM A METAL WITNESS POST AND
 EC1828'1.05 METERS (3.44 FT) SOUTHEAST FROM A METAL WITNESS POST.
 EC1828'
 EC1828'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 EC1828'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1833 ***********************************************************************
 EC1833  DESIGNATION -  42 044
 EC1833  PID         -  EC1833
 EC1833  STATE/COUNTY-  SC/SPARTANBURG
 EC1833  USGS QUAD   -  MOORE (1983)
 EC1833
 EC1833                         *CURRENT SURVEY CONTROL
 EC1833  ___________________________________________________________________
 EC1833* NAD 83(2001)-  34 50 40.71029(N)    081 54 30.17808(W)     ADJUSTED  
 EC1833* NAVD 88     -       246.9    (meters)     810.     (feet)  VERT ANG  
 EC1833  ___________________________________________________________________
 EC1833  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EC1833  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EC1833
 EC1833  HORZ ORDER  -  SECOND
 EC1833
 EC1833.The horizontal coordinates were established by classical geodetic methods
 EC1833.and adjusted by the National Geodetic Survey in March 2004..
 EC1833
 EC1833.The orthometric height was determined by vertical angle observations.
 EC1833
 EC1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1833
 EC1833.The geoid height was determined by GEOID03.
 EC1833
 EC1833;                    North         East     Units Scale Factor Converg.
 EC1833;SPC SC       -   334,325.884   526,519.703   MT  1.00000404   -0 30 13.0
 EC1833;SPC SC       - 1,096,869.70  1,727,426.85   iFT  1.00000404   -0 30 13.0
 EC1833;UTM  17      - 3,856,190.809   416,950.983   MT  0.99968501   -0 31 08.5
 EC1833
 EC1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1833!SPC SC       -   0.99996615  x   1.00000404  =   0.99997019
 EC1833!UTM  17      -   0.99996615  x   0.99968501  =   0.99965117
 EC1833
 EC1833:                Primary Azimuth Mark                     Grid Az
 EC1833:SPC SC       -  42 044 AZ MK                             137 26 31.3
 EC1833:UTM  17      -  42 044 AZ MK                             137 27 26.8
 EC1833
 EC1833|---------------------------------------------------------------------|
 EC1833| PID    Reference Object                     Distance      Geod. Az  |
 EC1833|                                                           dddmmss.s |
 EC1833| EC1832 42 044 AZ MK                        APPROX. 0.5 KM 1365618.3 |
 EC1833|---------------------------------------------------------------------|
 EC1833
 EC1833                          SUPERSEDED SURVEY CONTROL
 EC1833
 EC1833  NAD 83(1986)-  34 50 40.72170(N)    081 54 30.18077(W) AD(       ) 2
 EC1833  NAD 27      -  34 50 40.26886(N)    081 54 30.81295(W) AD(       ) 2
 EC1833  NGVD 29 (07/19/86)  247.4    (m)          812.     (f) VERT ANG       
 EC1833
 EC1833.Superseded values are not recommended for survey control.
 EC1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1833.See file dsdata.txt to determine how the superseded data were derived.
 EC1833
 EC1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1695156191(NAD 83)
 EC1833_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1833_SP_SET: CONCRETE POST
 EC1833_STAMPING: HORZ 42 044 1982
 EC1833_MARK LOGO: SCGS  
 EC1833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1833+STABILITY: SURFACE MOTION
 EC1833
 EC1833  HISTORY     - Date     Condition        Report By
 EC1833  HISTORY     - 1982     MONUMENTED       SCGS
 EC1833  HISTORY     - 1982     GOOD             SCGS
 EC1833  HISTORY     - 19880831 GOOD             SCGS
 EC1833
 EC1833                          STATION DESCRIPTION
 EC1833
 EC1833'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1833'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF
 EC1833'PAULINE, 11.2 KM (7.0 MI) SOUTH-SOUTHEAST OF SPARTANBURG, 9.6 KM
 EC1833'(6.0 MI) SOUTHWEST OF WHITE STONE, STATION IS SET ALONG
 EC1833'ROAD RIGHT-OF-WAY.
 EC1833'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1833'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1833'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1833'
 EC1833'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1833'56 AND 215, WHICH IS ABOUT 1.6 KM (1.0 MI) NORTH-NORTHWEST
 EC1833'OF PAULINE.  GO WESTERLY ON HIGHWAY 215 FOR 2.6 KM
 EC1833'(1.6 MI) TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 EC1833'AHEAD 0.3 KM (0.2 MI) TO A PAVED ROAD RIGHT, TURN RIGHT AND
 EC1833'GO 0.2 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 EC1833'
 EC1833'THE STATION IS A STANDARD SCGS DISK
 EC1833'STAMPED---HORZ 42 044 1982---,
 EC1833'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1833'FLUSH WITH GROUND.  IT IS LOCATED
 EC1833'7.41 METERS (24.31 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 EC1833'CENTER OF PAVED ROAD,
 EC1833'2.64 METERS (8.66 FT) WEST-SOUTHWEST FROM A TELEPHONE
 EC1833'POLE WITH GUY WIRE,
 EC1833'1.47 METERS (4.84 FT) NORTH-NORTHWEST FROM A METAL
 EC1833'WITNESS POST AND
 EC1833'1.3 METERS (4.27 FT) SOUTH-SOUTHEAST FROM A METAL
 EC1833'WITNESS POST.
 EC1833'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1833'STAMPED---HORZ 42 044 1982---,
 EC1833'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1833'
 EC1833'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1833'STAMPED---AZ MK 42 044 1982---,
 EC1833'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1833'FLUSH WITH GROUND.  IT IS LOCATED
 EC1833'18.73 METERS (61.45 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1833'CENTER OF THE EXTENDED CENTER OF A PAVED ROAD AND STATE
 EC1833'HIGHWAY 215,
 EC1833'6.42 METERS (21.06 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 EC1833'CENTER OF HIGHWAY 215,
 EC1833'1.43 METERS (4.69 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 EC1833'1.2 METERS (3.94 FT) NORTHEAST FROM A METAL WITNESS POST.
 EC1833'
 EC1833'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EC1833'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1833
 EC1833                          STATION RECOVERY (1982)
 EC1833
 EC1833'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1833'RECOVERED IN GOOD CONDITION.
 EC1833
 EC1833                          STATION RECOVERY (1988)
 EC1833
 EC1833'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1833'THE STATION IS LOCATED 2.55 MILES WEST-NORTHWEST OF PAULINE.
 EC1833'OWNERSHIP--SC DEPARTMENT  OF HIGHWAYS AND PUBLIC TRANSPORTATION,
 EC1833'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE
 EC1833'803-737-1350.
 EC1833'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215
 EC1833'(1.05 MILES NORTH-NORTHWEST OF PAULINE), GO WEST-NORTHWEST ON HIGHWAY
 EC1833'215 FOR 1.25 MILES TO THE JUNCTION OF STATE ROAD 228, CONTINUE ON
 EC1833'HIGHWAY 215 FOR 0.55 MILES TO THE JUNCTION OF COUNTY ROAD 6-2186 (LEE
 EC1833'ROAD), TURN RIGHT ON LEE ROAD FOR 0.15 MILES TO A TWO-STORIED BRICK
 EC1833'HOUSE ON THE LEFT AND THE MARK ON THE RIGHT NEAR A POWER POLE WITH A
 EC1833'TRANSFORMER.
 EC1833'THE STATION IS A CONCRETE POST RECESSED 2 INCHES BELOW THE GROUND AND
 EC1833'2.5 FEET ABOVE THE ROAD, 23.8 FEET EAST-NORTHEAST OF THE CENTER OF
 EC1833'THE ROAD, 8.6 FEET WEST-SOUTHWEST OF A REFERENCE WASHER IN THE POWER
 EC1833'POLE, 4.4 FEET SOUTH-SOUTHEAST OF A WITNESS POST, 4.7 FEET
 EC1833'NORTH-NORTHWEST OF ANOTHER WITNESS POST.
 EC1833'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1832 ***********************************************************************
 EC1832  DESIGNATION -  42 044 AZ MK
 EC1832  PID         -  EC1832
 EC1832  STATE/COUNTY-  SC/SPARTANBURG
 EC1832  USGS QUAD   -  MOORE (1983)
 EC1832
 EC1832                         *CURRENT SURVEY CONTROL
 EC1832  ___________________________________________________________________
 EC1832* NAD 83(2001)-  34 50 28.29950(N)    081 54 16.11076(W)     ADJUSTED  
 EC1832* NAVD 88     -       242.3    (meters)     795.     (feet)  VERT ANG  
 EC1832  ___________________________________________________________________
 EC1832  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 EC1832  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EC1832
 EC1832  HORZ ORDER  -  SECOND
 EC1832
 EC1832.The horizontal coordinates were established by classical geodetic methods
 EC1832.and adjusted by the National Geodetic Survey in March 2004..
 EC1832
 EC1832.The orthometric height was determined by vertical angle observations.
 EC1832
 EC1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1832
 EC1832.The geoid height was determined by GEOID03.
 EC1832
 EC1832;                    North         East     Units Scale Factor Converg.
 EC1832;SPC SC       -   333,940.312   526,873.733   MT  1.00000280   -0 30 05.2
 EC1832;SPC SC       - 1,095,604.70  1,728,588.36   iFT  1.00000280   -0 30 05.2
 EC1832;UTM  17      - 3,855,805.265   417,304.797   MT  0.99968428   -0 31 00.3
 EC1832
 EC1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1832!SPC SC       -   0.99996687  x   1.00000280  =   0.99996967
 EC1832!UTM  17      -   0.99996687  x   0.99968428  =   0.99965117
 EC1832
 EC1832:                Primary Azimuth Mark                     Grid Az
 EC1832:SPC SC       -  TP SPA 69                                118 06 58.3
 EC1832:UTM  17      -  TP SPA 69                                118 07 53.4
 EC1832
 EC1832|---------------------------------------------------------------------|
 EC1832| PID    Reference Object                     Distance      Geod. Az  |
 EC1832|                                                           dddmmss.s |
 EC1832| EC2710 TP SPA 69                           403.114 METERS 1173653.1 |
 EC1832| EC1833 42 044                              APPROX. 0.5 KM 3165626.3 |
 EC1832|---------------------------------------------------------------------|
 EC1832
 EC1832                          SUPERSEDED SURVEY CONTROL
 EC1832
 EC1832  NAD 83(1986)-  34 50 28.31105(N)    081 54 16.11350(W) AD(       ) 2
 EC1832  NAD 27      -  34 50 27.85763(N)    081 54 16.74624(W) AD(       ) 2
 EC1832  NGVD 29 (07/19/86)  242.7    (m)          796.     (f) VERT ANG       
 EC1832
 EC1832.Superseded values are not recommended for survey control.
 EC1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1832.See file dsdata.txt to determine how the superseded data were derived.
 EC1832
 EC1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1730555805(NAD 83)
 EC1832_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1832_SP_SET: CONCRETE POST
 EC1832_STAMPING: AZ MK 42 044 1982
 EC1832_MARK LOGO: SCGS  
 EC1832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1832+STABILITY: SURFACE MOTION
 EC1832
 EC1832  HISTORY     - Date     Condition        Report By
 EC1832  HISTORY     - 1982     MONUMENTED       SCGS
 EC1832  HISTORY     - 1982     GOOD             SCGS
 EC1832  HISTORY     - 19880831 GOOD             SCGS
 EC1832
 EC1832                          STATION DESCRIPTION
 EC1832
 EC1832'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1832'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF
 EC1832'PAULINE, 11.2 KM (7.0 MI) SOUTH-SOUTHEAST OF SPARTANBURG,
 EC1832'9.6 KM (6.0 MI) SOUTHWEST OF WHITE STONE, STATION IS SET
 EC1832'ALONG ROAD RIGHT-OF-WAY.
 EC1832'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1832'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1832'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1832'
 EC1832'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1832'56 AND 215, WHICH IS ABOUT 1.6 KM (1.0 MI) NORTH NORTHWEST
 EC1832'OF PAULINE.  GO WESTERLY ON HIGHWAY 215 FOR 2.6 KM (1.6 MI) TO
 EC1832'THE STATION ON THE RIGHT.
 EC1832'
 EC1832'THE STATION IS A STANDARD SCGS DISK
 EC1832'STAMPED---AZ MK 42 044 1982---,
 EC1832'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1832'FLUSH WITH GROUND.  IT IS LOCATED
 EC1832'18.73 METERS (61.45 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1832'CENTER OF THE EXTENDED CENTER OF PAVED ROAD AND HIGHWAY 215,
 EC1832'6.42 METERS (21.06 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 EC1832'CENTER OF HIGHWAY 215,
 EC1832'1.43 METERS (4.69 FT) NORTHWEST FROM A METAL WITNESS POST AND
 EC1832'1.2 METERS (3.94 FT) SOUTHEAST FROM A METAL WITNESS POST.
 EC1832'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1832'STAMPED---AZ MK 42 044 1982---,
 EC1832'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1832'
 EC1832'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 EC1832'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1832
 EC1832                          STATION RECOVERY (1982)
 EC1832
 EC1832'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1832'RECOVERED IN GOOD CONDITION.
 EC1832
 EC1832                          STATION RECOVERY (1988)
 EC1832
 EC1832'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1832'THE STATION IS LOCATED 2.25 MILES WEST-NORTHWEST OF PAULINE.
 EC1832'OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION,
 EC1832'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE
 EC1832'803-737-1350.
 EC1832'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215
 EC1832'(1.05 MILES NORTH-NORTHWEST OF PAULINE), GO WEST-NORTHWEST ON HIGHWAY
 EC1832'215 FOR 1.25 MILES TO THE JUNCTION OF STATE ROAD 228, CONTINUE ON
 EC1832'HIGHWAY 215 FOR 0.4 MILE TO THE JUNCTION OF COUNTY ROAD 2-2276 (FINCH
 EC1832'ROAD) AND THE MARK ON THE RIGHT AT A HIGH TENSION POWER LINE
 EC1832'CROSSING.
 EC1832'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC1832'THE HIGHWAY, 129.0 FEET SOUTHEAST OF A REFERENCE WASHER IN A POWER
 EC1832'POLE, 195.3 FEET EAST OF THE SOUTHEAST LEG OF A POWER LINE TOWER,
 EC1832'62.0 FEET NORTH-NORTHWEST OF THE EXTENDED CENTER OF THE ROAD AT THE
 EC1832'CENTER OF THE HIGHWAY, 20.9 FEET NORTHEAST OF THE CENTER OF THE
 EC1832'HIGHWAY, 4.0 FEET SOUTHEAST OF A WITNESS POST, 4.5 FEET NORTHWEST OF
 EC1832'ANOTHER WITNESS POST.
 EC1832'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1820 ***********************************************************************
 EC1820  DESIGNATION -  42 045
 EC1820  PID         -  EC1820
 EC1820  STATE/COUNTY-  SC/SPARTANBURG
 EC1820  USGS QUAD   -  PACOLET (1983)
 EC1820
 EC1820                         *CURRENT SURVEY CONTROL
 EC1820  ___________________________________________________________________
 EC1820* NAD 83(2001)-  34 54 01.40235(N)    081 51 06.01082(W)     ADJUSTED  
 EC1820* NAVD 88     -       231.6    (meters)     760.     (feet)  VERT ANG  
 EC1820  ___________________________________________________________________
 EC1820  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EC1820  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 EC1820
 EC1820  HORZ ORDER  -  SECOND
 EC1820
 EC1820.The horizontal coordinates were established by classical geodetic methods
 EC1820.and adjusted by the National Geodetic Survey in March 2004..
 EC1820
 EC1820.The orthometric height was determined by vertical angle observations.
 EC1820
 EC1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1820
 EC1820.The geoid height was determined by GEOID03.
 EC1820
 EC1820;                    North         East     Units Scale Factor Converg.
 EC1820;SPC SC       -   340,466.156   531,757.506   MT  1.00002453   -0 28 19.8
 EC1820;SPC SC       - 1,117,014.95  1,744,611.24   iFT  1.00002453   -0 28 19.8
 EC1820;UTM  17      - 3,862,327.630   422,188.673   MT  0.99967462   -0 29 14.3
 EC1820
 EC1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1820!SPC SC       -   0.99996857  x   1.00002453  =   0.99999310
 EC1820!UTM  17      -   0.99996857  x   0.99967462  =   0.99964320
 EC1820
 EC1820|---------------------------------------------------------------------|
 EC1820| PID    Reference Object                     Distance      Geod. Az  |
 EC1820|                                                           dddmmss.s |
 EC1820| EC2620 TP SPA 179                          208.042 METERS 05630     |
 EC1820| EC2528 CROFT ST PARK TV STA WRET MAST      APPROX. 3.2 KM 1184605.4 |
 EC1820| EC2619 TP SPA 178                          175.254 METERS 24451     |
 EC1820| EC1818 42 045 AZ MK                        437.673 METERS 2472845.2 |
 EC1820|---------------------------------------------------------------------|
 EC1820
 EC1820                          SUPERSEDED SURVEY CONTROL
 EC1820
 EC1820  NAD 83(1986)-  34 54 01.41361(N)    081 51 06.01567(W) AD(       ) 2
 EC1820  NAD 27      -  34 54 00.96343(N)    081 51 06.64963(W) AD(       ) 2
 EC1820  NGVD 29 (07/19/86)  232.1    (m)          761.     (f) VERT ANG       
 EC1820
 EC1820.Superseded values are not recommended for survey control.
 EC1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1820.See file dsdata.txt to determine how the superseded data were derived.
 EC1820
 EC1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2218962328(NAD 83)
 EC1820_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1820_SP_SET: CONCRETE POST
 EC1820_STAMPING: HORZ 42 045 1982
 EC1820_MARK LOGO: SCGS  
 EC1820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1820+STABILITY: SURFACE MOTION
 EC1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1820+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1989
 EC1820
 EC1820  HISTORY     - Date     Condition        Report By
 EC1820  HISTORY     - 1982     MONUMENTED       SCGS
 EC1820  HISTORY     - 1982     GOOD             SCGS
 EC1820  HISTORY     - 19890113 GOOD             SCGS
 EC1820
 EC1820                          STATION DESCRIPTION
 EC1820
 EC1820'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1820'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHEAST OF
 EC1820'SPARTANBURG, 8.0 KM (5.0 MI) NORTH NORTHEAST OF PAULINE,
 EC1820'8.0 KM (5.0 MI) WEST-NORTHWEST OF PACOLET, STATION IS
 EC1820'SET ON PRIVATE PROPERTY.
 EC1820'OWNERSHIP--MR CLARY H SMITH, DAIRY RIDGE ROAD, SPARTANBURG SC
 EC1820'29304.
 EC1820'
 EC1820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 295
 EC1820'AND 56, WHICH IS ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF
 EC1820'SPARTANBURG.  GO SOUTHEASTERLY ON HIGHWAY 56 FOR 3.8 KM
 EC1820'(2.35 MI) TO A ROAD LEFT (ENTRANCE TO CROFT STATE PARK), TURN
 EC1820'LEFT AND GO EASTERLY FOR 2.1 KM (1.3 MI) TO THE AZIMUTH ON THE
 EC1820'LEFT, CONTINUE AHEAD 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 EC1820'
 EC1820'THE STATION IS A STANDARD SCGS DISK
 EC1820'STAMPED---HORZ 42 045 1982---,
 EC1820'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1820'FLUSH WITH GROUND.  IT IS LOCATED
 EC1820'35.05 METERS (115.0 FT) SOUTH-SOUTHWEST FROM THE
 EC1820'SOUTH-SOUTHWEST CORNER OF A BRICK HOME,
 EC1820'46.63 METERS (153.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 EC1820'CENTER OF HIGHVIEW ROAD,
 EC1820'8.40 METERS (27.55 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 EC1820'CENTER OF CROFT STATE PARK ROAD AND
 EC1820'6.20 METERS (20.34 FT) NORTH-NORTHWEST FROM A 91 CM PECAN
 EC1820'TREE.
 EC1820'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1820'STAMPED---HORZ 42 045 1982---,
 EC1820'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1820'
 EC1820'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1820'STAMPED---AZ MK 42 045 1982---,
 EC1820'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1820'FLUSH WITH GROUND.  IT IS LOCATED
 EC1820'6.40 METERS (21.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1820'CENTER OF CROFT STATE PARK ROAD,
 EC1820'0.67 METER (2.2 FT) NORTHEAST FROM A METAL
 EC1820'WITNESS POST AND
 EC1820'0.82 METER (2.70 FT) SOUTHWEST FROM A METAL
 EC1820'WITNESS POST.
 EC1820'
 EC1820'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 EC1820'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1820
 EC1820                          STATION RECOVERY (1982)
 EC1820
 EC1820'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1820'RECOVERED IN GOOD CONDITION.
 EC1820
 EC1820                          STATION RECOVERY (1989)
 EC1820
 EC1820'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1820'THE STATION IS LOCATED 5.2 MILES WEST OF PACOLET AND 5.6 MILES
 EC1820'SOUTHWEST OF SPARTANBURG.  OWNERSHIP--MR CLARY H SMITH, 490 DAIRY
 EC1820'RIDGE ROAD, SPARTANBURG, SC  29304.
 EC1820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC1820'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR
 EC1820'2.25 MILES TO THE JUNCTION OF STATE ROAD 321 (DAIRY RIDGE ROAD) AND A
 EC1820'SIGN (CROFT STATE PARK), TURN LEFT ON ROAD 321 FOR 0.3 MILE TO THE
 EC1820'JUNCTION OF STATE ROAD 394, CONTINUE ON DAIRY RIDGE ROAD FOR 1.2
 EC1820'MILES TO THE MARK ON THE LEFT (1.1 MILES SOUTHWEST OF THE JUNCTION OF
 EC1820'STATE HIGHWAY 295).
 EC1820'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC1820'ABOVE THE ROAD, 28.6 FEET NORTH-NORTHWEST OF THE CENTER OF THE ROAD,
 EC1820'113.2 FEET SOUTHWEST OF THE SOUTH CORNER OF A BRICK AND WOODEN HOUSE,
 EC1820'120.8 FEET EAST-NORTHEAST OF A FIRE HYDRANT AND 20.8 FEET
 EC1820'SOUTH-SOUTHEAST OF A LARGE PECAN TREE.
 EC1820'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1818 ***********************************************************************
 EC1818  DESIGNATION -  42 045 AZ MK
 EC1818  PID         -  EC1818
 EC1818  STATE/COUNTY-  SC/SPARTANBURG
 EC1818  USGS QUAD   -  PACOLET (1983)
 EC1818
 EC1818                         *CURRENT SURVEY CONTROL
 EC1818  ___________________________________________________________________
 EC1818* NAD 83(2001)-  34 53 55.96218(N)    081 51 21.93492(W)     ADJUSTED  
 EC1818* NAVD 88     -       229.0    (meters)     751.     (feet)  VERT ANG  
 EC1818  ___________________________________________________________________
 EC1818  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 EC1818  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 EC1818
 EC1818  HORZ ORDER  -  SECOND
 EC1818
 EC1818.The horizontal coordinates were established by classical geodetic methods
 EC1818.and adjusted by the National Geodetic Survey in March 2004..
 EC1818.No horizontal observational check was made to the station.
 EC1818
 EC1818.The orthometric height was determined by vertical angle observations.
 EC1818
 EC1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1818
 EC1818.The geoid height was determined by GEOID03.
 EC1818
 EC1818;                    North         East     Units Scale Factor Converg.
 EC1818;SPC SC       -   340,301.852   531,351.832   MT  1.00002396   -0 28 28.6
 EC1818;SPC SC       - 1,116,475.89  1,743,280.29   iFT  1.00002396   -0 28 28.6
 EC1818;UTM  17      - 3,862,163.491   421,783.097   MT  0.99967540   -0 29 23.4
 EC1818
 EC1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1818!SPC SC       -   0.99996899  x   1.00002396  =   0.99999295
 EC1818!UTM  17      -   0.99996899  x   0.99967540  =   0.99964440
 EC1818
 EC1818                          SUPERSEDED SURVEY CONTROL
 EC1818
 EC1818  NAD 83(1986)-  34 53 55.97342(N)    081 51 21.93976(W) AD(       ) 2
 EC1818  NAD 27      -  34 53 55.52330(N)    081 51 22.57334(W) AD(       ) 2
 EC1818  NGVD 29 (07/19/86)  229.     (m)          751.     (f) VERT ANG       
 EC1818
 EC1818.Superseded values are not recommended for survey control.
 EC1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1818.See file dsdata.txt to determine how the superseded data were derived.
 EC1818
 EC1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2178362163(NAD 83)
 EC1818_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1818_SP_SET: CONCRETE POST
 EC1818_STAMPING: AZ MK 42 045 1982
 EC1818_MARK LOGO: SCGS  
 EC1818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1818+STABILITY: SURFACE MOTION
 EC1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1818+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1989
 EC1818
 EC1818  HISTORY     - Date     Condition        Report By
 EC1818  HISTORY     - 1982     MONUMENTED       SCGS
 EC1818  HISTORY     - 1982     GOOD             SCGS
 EC1818  HISTORY     - 19890113 GOOD             SCGS
 EC1818
 EC1818                          STATION DESCRIPTION
 EC1818
 EC1818'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1818'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHEAST OF
 EC1818'SPARTANBURG, 8.0 KM (5.0 MI) NORTH-NORTHEAST OF PAULINE,
 EC1818'8.0 KM (5.0 MI) WEST-NORTHWEST OF PACOLET, STATION IS
 EC1818'SET ALONG ROAD RIGHT-OF-WAY.
 EC1818'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1818'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1818'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1818'
 EC1818'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1818'295 AND 56, WHICH IS ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF
 EC1818'SPARTANBURG.  GO SOUTHEASTERLY ON HIGHWAY 56 FOR 3.8 KM
 EC1818'(2.35 MI) TO A PAVED ROAD LEFT (ENTRANCE ROAD TO CROFT
 EC1818'STATE PARK), TURN LEFT AND GO EASTERLY FOR 2.1 KM (1.3 MI)
 EC1818'TO THE STATION ON THE LEFT.
 EC1818'
 EC1818'THE STATION IS A STANDARD SCGS DISK
 EC1818'STAMPED---AZ MK 42 045 1982---,
 EC1818'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1818'FLUSH WITH GROUND.  IT IS LOCATED
 EC1818'6.40 METERS (21.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 EC1818'CENTER OF CROFT STATE PARK ROAD,
 EC1818'0.67 METER (2.20 FT) NORTHEAST FROM A METAL
 EC1818'WITNESS POST AND
 EC1818'0.82 METER (2.70 FT) SOUTHWEST FROM A METAL
 EC1818'WITNESS POST.
 EC1818'
 EC1818'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 EC1818'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1818
 EC1818                          STATION RECOVERY (1982)
 EC1818
 EC1818'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1818'RECOVERED IN GOOD CONDITION.
 EC1818
 EC1818                          STATION RECOVERY (1989)
 EC1818
 EC1818'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1818'THE STATION IS LOCATED 5.4 MILES WEST OF PACOLET AND 5.5 MILES
 EC1818'SOUTHWEST OF SPARTANBURG.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC1818'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC1818'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC1818'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR
 EC1818'2.25 MILES TO THE JUNCTION OF STATE ROAD 321 (DAIRY RIDGE ROAD) AND A
 EC1818'SIGN (CROFT STATE PARK), TURN LEFT ON ROAD 321 FOR 0.3 MILE TO THE
 EC1818'JUNCTION OF STATE ROAD 394, CONTINUE ON DAIRY RIDGE ROAD FOR 1.0 MILE
 EC1818'TO THE MARK ON THE LEFT.
 EC1818'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.4 FOOT
 EC1818'BELOW THE ROAD, 20.2 FEET NORTH OF THE CENTER OF THE ROAD, 2.3 FEET
 EC1818'EAST OF THE WESTERN-MOST ONE OF TWO WITNESS POSTS, 11.9 FEET
 EC1818'SOUTHEAST OF A 6-INCH OAK TREE WITH A SMALL STATE PARK SIGN ATTACHED
 EC1818'AND 2.3 FEET WEST OF THE EASTERN-MOST WITNESS POST.
 EC1818'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1105 ***********************************************************************
 EC1105  DESIGNATION -  42 046
 EC1105  PID         -  EC1105
 EC1105  STATE/COUNTY-  SC/SPARTANBURG
 EC1105  USGS QUAD   -  ENOREE (1969)
 EC1105
 EC1105                         *CURRENT SURVEY CONTROL
 EC1105  ___________________________________________________________________
 EC1105* NAD 83(2001)-  34 41 34.85405(N)    081 54 40.25250(W)     ADJUSTED  
 EC1105* NAVD 88     -       210.908  (meters)     691.95   (feet)  ADJUSTED  
 EC1105  ___________________________________________________________________
 EC1105  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 EC1105  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 EC1105  DYNAMIC HT  -         210.700 (meters)     691.27  (feet)  COMP
 EC1105  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 EC1105
 EC1105  HORZ ORDER  -  SECOND
 EC1105  VERT ORDER  -  FIRST     CLASS II
 EC1105
 EC1105.The horizontal coordinates were established by classical geodetic methods
 EC1105.and adjusted by the National Geodetic Survey in March 2004..
 EC1105
 EC1105.The orthometric height was determined by differential leveling
 EC1105.and adjusted by the National Geodetic Survey in June 1991..
 EC1105
 EC1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1105
 EC1105.The geoid height was determined by GEOID03.
 EC1105
 EC1105.The dynamic height is computed by dividing the NAVD 88
 EC1105.geopotential number by the normal gravity value computed on the
 EC1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1105.degrees latitude (g = 980.6199 gals.).
 EC1105
 EC1105.The modeled gravity was interpolated from observed gravity values.
 EC1105
 EC1105;                    North         East     Units Scale Factor Converg.
 EC1105;SPC SC       -   317,508.245   526,115.465   MT  0.99995315   -0 30 18.6
 EC1105;SPC SC       - 1,041,693.72  1,726,100.61   iFT  0.99995315   -0 30 18.6
 EC1105;UTM  17      - 3,839,378.193   416,542.619   MT  0.99968585   -0 31 07.2
 EC1105
 EC1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1105!SPC SC       -   0.99997175  x   0.99995315  =   0.99992490
 EC1105!UTM  17      -   0.99997175  x   0.99968585  =   0.99965761
 EC1105
 EC1105:                Primary Azimuth Mark                     Grid Az
 EC1105:SPC SC       -  42 046 AZ MK                             127 06 36.0
 EC1105:UTM  17      -  42 046 AZ MK                             127 07 24.6
 EC1105
 EC1105|---------------------------------------------------------------------|
 EC1105| PID    Reference Object                     Distance      Geod. Az  |
 EC1105|                                                           dddmmss.s |
 EC1105| EC1106 42 046 AZ MK                        APPROX. 0.9 KM 1263617.4 |
 EC1105| EC2667 TP SPA 3                            482.900 METERS 2910011.4 |
 EC1105|---------------------------------------------------------------------|
 EC1105
 EC1105                          SUPERSEDED SURVEY CONTROL
 EC1105
 EC1105  NAD 83(1986)-  34 41 34.86395(N)    081 54 40.25597(W) AD(       ) 2
 EC1105  NAD 27      -  34 41 34.38893(N)    081 54 40.91428(W) AD(       ) 2
 EC1105  NAVD 88 (10/01/92)  210.91   (m)          692.0    (f) LEVELING    3  
 EC1105  NAVD 88 (07/30/91)  211.34   (m)          693.4    (f) LEVELING    3  
 EC1105  NGVD 29 (09/16/91)  211.042  (m)          692.39   (f) ADJUSTED    1 2
 EC1105
 EC1105.Superseded values are not recommended for survey control.
 EC1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1105.See file dsdata.txt to determine how the superseded data were derived.
 EC1105
 EC1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1654339378(NAD 83)
 EC1105_MARKER: DD = SURVEY DISK
 EC1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1105_SP_SET: CONCRETE POST
 EC1105_STAMPING: HORZ 42 046 1982
 EC1105_MARK LOGO: SCGS  
 EC1105_PROJECTION: FLUSH
 EC1105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1105+STABILITY: SURFACE MOTION
 EC1105
 EC1105  HISTORY     - Date     Condition        Report By
 EC1105  HISTORY     - 1982     MONUMENTED       SCGS
 EC1105  HISTORY     - 1987     GOOD             SCGS
 EC1105
 EC1105                          STATION DESCRIPTION
 EC1105
 EC1105'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1105'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) EAST-SOUTHEAST
 EC1105'OF WOODRUFF, 8.0 KM (5.0 MI) NORTHEAST OF ENOREE, 6.4 KM
 EC1105'(4.0 MI) NORTHWEST OF CROSS ANCHOR, STATION IS SET ALONG
 EC1105'ROAD RIGHT-OF-WAY.
 EC1105'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 EC1105'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 EC1105'
 EC1105'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146
 EC1105'AND INTERSTATE 26, WHICH IS ABOUT 6.4 KM (4.0 MI) NORTHEAST OF
 EC1105'ENOREE.  GO EASTERLY ON 146 FOR 2.8 KM (1.75 MI) TO A ROAD LEFT,
 EC1105'COUNTY ROAD S-42-113 AND THE STATION SET IN THE NORTHWEST
 EC1105'CORNER.
 EC1105'
 EC1105'THE STATION IS A STANDARD SCGS DISK
 EC1105'STAMPED---HORZ 42 046 1982---,
 EC1105'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1105'FLUSH WITH GROUND.  IT IS LOCATED
 EC1105'13.80 METERS (45.2 FT) NORTH FROM THE APPROXIMATE
 EC1105'CENTER OF HIGHWAY 146,
 EC1105'6.71 METERS (22.0 FT) EAST FROM THE APPROXIMATE
 EC1105'CENTER OF S-42-113,
 EC1105'2.71 METERS (8.90 FT) WEST FROM A FIRE HYDRANT AND
 EC1105'0.69 METER (2.25 FT) EAST FROM A METAL WITNESS POST.
 EC1105'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1105'STAMPED---HORZ 42 046 1982---,
 EC1105'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1105'
 EC1105'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1105'STAMPED---AZ MK 42 046 1982---,
 EC1105'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1105'FLUSH WITH GROUND.  IT IS LOCATED
 EC1105'8.95 METERS (29.4 FT) EAST-NORTHEAST FROM THE END OF
 EC1105'GUY WIRE FENCE,
 EC1105'7.10 METERS (23.3 FT) SOUTHWEST FROM THE APPROXIMATE
 EC1105'CENTER OF HIGHWAY 146,
 EC1105'1.04 METERS (3.40 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 EC1105'1.7 METERS (3.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 EC1105'
 EC1105'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ON
 EC1105'ON HIGHWAY 146 FOR 1.0 KM (0.6 MI) TO THE AZIMUTH ON THE
 EC1105'RIGHT.
 EC1105'
 EC1105'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 EC1105'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1105
 EC1105                          STATION RECOVERY (1987)
 EC1105
 EC1105'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1105'4.1 MI NE FROM ENOREE.
 EC1105'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 146
 EC1105'(3.4 MI NORTH NORTHEAST OF ENOREE), GO EAST ON HIGHWAY 146 FOR 1.75
 EC1105'MI TO THE MARK ON THE LEFT, IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 EC1105'STATE ROAD 113 (OLD HILLS BRIDGE ROAD), 22.1 FT NORTHWEST OF THE
 EC1105'CENTER OF THE ROAD, 45.1 FT NORTH NORTHEAST OF THE CENTER OF THE
 EC1105'HIGHWAY, 23.9 FT SOUTH SOUTHEAST OF A POWER POLE WITH A REFERENCE
 EC1105'WASHER ATTACHED AND TWO GUY WIRES, 10.0 FT EAST OF A FIRE HYDRANT,
 EC1105'THE MARK IS 2.3 FT  SE FROM  A WITNESS POST
 EC1105'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1106 ***********************************************************************
 EC1106  DESIGNATION -  42 046 AZ MK
 EC1106  PID         -  EC1106
 EC1106  STATE/COUNTY-  SC/SPARTANBURG
 EC1106  USGS QUAD   -  ENOREE (1969)
 EC1106
 EC1106                         *CURRENT SURVEY CONTROL
 EC1106  ___________________________________________________________________
 EC1106* NAD 83(2001)-  34 41 16.53404(N)    081 54 10.39550(W)     ADJUSTED  
 EC1106* NAVD 88     -       205.009  (meters)     672.60   (feet)  ADJUSTED  
 EC1106  ___________________________________________________________________
 EC1106  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EC1106  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 EC1106  DYNAMIC HT  -         204.806 (meters)     671.93  (feet)  COMP
 EC1106  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 EC1106
 EC1106  HORZ ORDER  -  SECOND
 EC1106  VERT ORDER  -  FIRST     CLASS II
 EC1106
 EC1106.The horizontal coordinates were established by classical geodetic methods
 EC1106.and adjusted by the National Geodetic Survey in March 2004..
 EC1106
 EC1106.The orthometric height was determined by differential leveling
 EC1106.and adjusted by the National Geodetic Survey in June 1991..
 EC1106
 EC1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1106
 EC1106.The geoid height was determined by GEOID03.
 EC1106
 EC1106.The dynamic height is computed by dividing the NAVD 88
 EC1106.geopotential number by the normal gravity value computed on the
 EC1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1106.degrees latitude (g = 980.6199 gals.).
 EC1106
 EC1106.The modeled gravity was interpolated from observed gravity values.
 EC1106
 EC1106;                    North         East     Units Scale Factor Converg.
 EC1106;SPC SC       -   316,937.089   526,870.394   MT  0.99995157   -0 30 02.0
 EC1106;SPC SC       - 1,039,819.85  1,728,577.41   iFT  0.99995157   -0 30 02.0
 EC1106;UTM  17      - 3,838,807.013   417,297.212   MT  0.99968430   -0 30 49.9
 EC1106
 EC1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1106!SPC SC       -   0.99997267  x   0.99995157  =   0.99992424
 EC1106!UTM  17      -   0.99997267  x   0.99968430  =   0.99965698
 EC1106
 EC1106|---------------------------------------------------------------------|
 EC1106| PID    Reference Object                     Distance      Geod. Az  |
 EC1106|                                                           dddmmss.s |
 EC1106| EC2532 TP SPA 1                            288.466 METERS 11032     |
 EC1106| EC1814 ENOREE M R TANK                     APPROX. 3.5 KM 2080938.0 |
 EC1106| EC1105 42 046                              APPROX. 0.9 KM 3063634.4 |
 EC1106|---------------------------------------------------------------------|
 EC1106
 EC1106                          SUPERSEDED SURVEY CONTROL
 EC1106
 EC1106  NAD 83(1986)-  34 41 16.54418(N)    081 54 10.39887(W) AD(       ) 2
 EC1106  NAD 27      -  34 41 16.06767(N)    081 54 11.05901(W) AD(       ) 2
 EC1106  NAVD 88 (10/01/92)  205.01   (m)          672.6    (f) LEVELING    3  
 EC1106  NAVD 88 (07/30/91)  205.44   (m)          674.0    (f) LEVELING    3  
 EC1106  NGVD 29 (09/16/91)  205.142  (m)          673.04   (f) ADJUSTED    1 2
 EC1106
 EC1106.Superseded values are not recommended for survey control.
 EC1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1106.See file dsdata.txt to determine how the superseded data were derived.
 EC1106
 EC1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1729738807(NAD 83)
 EC1106_MARKER: DD = SURVEY DISK
 EC1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1106_SP_SET: CONCRETE POST
 EC1106_STAMPING: AZ MK 42 046 1982
 EC1106_MARK LOGO: SCGS  
 EC1106_PROJECTION: FLUSH
 EC1106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1106+STABILITY: SURFACE MOTION
 EC1106
 EC1106  HISTORY     - Date     Condition        Report By
 EC1106  HISTORY     - 1982     MONUMENTED       SCGS
 EC1106  HISTORY     - 1987     GOOD             SCGS
 EC1106
 EC1106                          STATION DESCRIPTION
 EC1106
 EC1106'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1106'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) EAST-SOUTHEAST
 EC1106'OF WOODRUFF, 8.0 KM (5.0 MI) NORTHEAST OF ENOREE, 6.4 KM
 EC1106'(4.0 MI) NORTHWEST OF CROSS ANCHOR.
 EC1106'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1106'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1106'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1106'
 EC1106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146
 EC1106'AND INTERSTATE 26, WHICH IS ABOUT 6.4 KM (4.0 MI) NORTHEAST
 EC1106'OF ENOREE.  GO EASTERLY ON 146 FOR 2.8 KM (1.75 MI) TO A ROAD
 EC1106'LEFT (COUNTY ROAD S-42-113) AND STATION 42 046 SCGS SET IN THE
 EC1106'NORTHWEST CORNER, CONTINUE AHEAD ON HIGHWAY 146 FOR 1.0 KM
 EC1106'(0.6 MI) TO THE STATION ON THE RIGHT.
 EC1106'
 EC1106'THE STATION IS A STANDARD SCGS DISK
 EC1106'STAMPED---AZ MK 42 046 1982---,
 EC1106'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1106'FLUSH WITH GROUND.  IT IS LOCATED
 EC1106'8.95 METERS (29.4 FT) EAST-NORTHEAST FROM THE END OF A
 EC1106'GUY WIRE FENCE,
 EC1106'7.10 METERS (23.3 FT) SOUTHWEST FROM THE APPROXIMATE
 EC1106'CENTER OF STATE HIGHWAY 146,
 EC1106'1.04 METERS (3.40 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 EC1106'1.07 METERS (3.50 FT) NORTHWEST FROM A METAL WITNESS POST.
 EC1106'METAL WITNESS POST.
 EC1106'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1106'STAMPED---AZ MK 42 046 1982---,
 EC1106'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1106'
 EC1106'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 EC1106'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1106
 EC1106                          STATION RECOVERY (1987)
 EC1106
 EC1106'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1106'4.2 MI NE FROM ENOREE.
 EC1106'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 146
 EC1106'(3.4 MI NORTH NORTHEAST OF ENOREE), GO EAST ON HIGHWAY 146 FOR 2.35
 EC1106'MI TO THE MARK ON THE RIGHT NEAR A FENCE LINE, 23.4 FT SOUTHWEST OF
 EC1106'THE CENTER OF THE HIGHWAY, 38.0 FT EAST OF A POWER POLE WITH 4 GUY
 EC1106'WIRES AND A REFERENCE WASHER ATTACHED, 42.2 FT NORTHWEST OF A FENCE
 EC1106'POST WITH A REFERENCE WASHER ATTACHED.
 EC1106'THE MARK IS 12.0 FT  N FROM  A WITNESS POST
 EC1106'THE MARK IS 0.3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1961 ***********************************************************************
 ED1961  DESIGNATION -  42 047
 ED1961  PID         -  ED1961
 ED1961  STATE/COUNTY-  SC/SPARTANBURG
 ED1961  USGS QUAD   -  REIDVILLE (1983)
 ED1961
 ED1961                         *CURRENT SURVEY CONTROL
 ED1961  ___________________________________________________________________
 ED1961* NAD 83(2001)-  34 48 12.43413(N)    082 00 47.77360(W)     ADJUSTED  
 ED1961* NAVD 88     -       225.858  (meters)     741.00   (feet)  ADJUSTED  
 ED1961  ___________________________________________________________________
 ED1961  X           -     728,490.719 (meters)                     COMP
 ED1961  Y           -  -5,192,206.347 (meters)                     COMP
 ED1961  Z           -   3,620,095.325 (meters)                     COMP
 ED1961  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 ED1961  ELLIP HEIGHT-         194.65  (meters)          (03/27/03) GPS OBS
 ED1961  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 ED1961  DYNAMIC HT  -         225.634 (meters)     740.27  (feet)  COMP
 ED1961  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 ED1961
 ED1961  HORZ ORDER  -  SECOND
 ED1961  VERT ORDER  -  FIRST     CLASS II
 ED1961  ELLP ORDER  -  FOURTH    CLASS II
 ED1961
 ED1961.The horizontal coordinates were established by classical geodetic methods
 ED1961.and adjusted by the National Geodetic Survey in March 2003..
 ED1961
 ED1961.The orthometric height was determined by differential leveling
 ED1961.and adjusted by the National Geodetic Survey in June 1991..
 ED1961
 ED1961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1961
 ED1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1961
 ED1961.The ellipsoidal height was determined by GPS observations
 ED1961.and is referenced to NAD 83.
 ED1961
 ED1961.The geoid height was determined by GEOID03.
 ED1961
 ED1961.The dynamic height is computed by dividing the NAVD 88
 ED1961.geopotential number by the normal gravity value computed on the
 ED1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1961.degrees latitude (g = 980.6199 gals.).
 ED1961
 ED1961.The modeled gravity was interpolated from observed gravity values.
 ED1961
 ED1961;                    North         East     Units Scale Factor Converg.
 ED1961;SPC SC       -   329,846.037   516,882.218   MT  0.99998952   -0 33 42.3
 ED1961;SPC SC       - 1,082,172.04  1,695,807.80   iFT  0.99998952   -0 33 42.3
 ED1961;UTM  17      - 3,851,715.009   407,315.150   MT  0.99970588   -0 34 42.2
 ED1961
 ED1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1961!SPC SC       -   0.99996945  x   0.99998952  =   0.99995897
 ED1961!UTM  17      -   0.99996945  x   0.99970588  =   0.99967534
 ED1961
 ED1961:                Primary Azimuth Mark                     Grid Az
 ED1961:SPC SC       -  42 047 AZ MK                             214 06 10.2
 ED1961:UTM  17      -  42 047 AZ MK                             214 07 10.1
 ED1961
 ED1961|---------------------------------------------------------------------|
 ED1961| PID    Reference Object                     Distance      Geod. Az  |
 ED1961|                                                           dddmmss.s |
 ED1961| ED1959 42 047 AZ MK                        446.973 METERS 2133227.9 |
 ED1961|---------------------------------------------------------------------|
 ED1961
 ED1961                          SUPERSEDED SURVEY CONTROL
 ED1961
 ED1961  NAD 83(1995)-  34 48 12.43399(N)    082 00 47.77292(W) AD(       ) 2
 ED1961  ELLIP H (12/20/99)  194.67   (m)                       GP(       ) 4 1
 ED1961  NAD 83(1986)-  34 48 12.44467(N)    082 00 47.77579(W) AD(       ) 2
 ED1961  NAD 27      -  34 48 11.99618(N)    082 00 48.40506(W) AD(       ) 2
 ED1961  NAVD 88 (03/23/92)  225.86   (m)          741.0    (f) LEVELING    3  
 ED1961  NGVD 29 (09/16/91)  225.958  (m)          741.33   (f) ADJUSTED    1 2
 ED1961
 ED1961.Superseded values are not recommended for survey control.
 ED1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1961.See file dsdata.txt to determine how the superseded data were derived.
 ED1961
 ED1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0731551715(NAD 83)
 ED1961_MARKER: DD = SURVEY DISK
 ED1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1961_SP_SET: CONCRETE POST
 ED1961_STAMPING: HORZ 42 047 1982
 ED1961_MARK LOGO: SCGS  
 ED1961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1961+STABILITY: SURFACE MOTION
 ED1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1961+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1989
 ED1961
 ED1961  HISTORY     - Date     Condition        Report By
 ED1961  HISTORY     - 1982     MONUMENTED       SCGS
 ED1961  HISTORY     - 1982     GOOD             SCGS
 ED1961  HISTORY     - 19890130 GOOD             SCGS
 ED1961  HISTORY     - 19890130 GOOD             SCGS
 ED1961
 ED1961                          STATION DESCRIPTION
 ED1961
 ED1961'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1961'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) NORTHEAST OF
 ED1961'SWITZER, 11.2 KM (7.0 MI) SOUTHEAST OF REIDVILLE, 8.0 KM
 ED1961'(5.0 MI) NORTH-NORTHEAST OF WOODRUFF, STATION IS SET ALONG
 ED1961'ROAD RIGHT-OF-WAY.
 ED1961'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 ED1961'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 ED1961'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 ED1961'
 ED1961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221
 ED1961'AND STATE HIGHWAY 290, IN MOORE.  GO SOUTHWESTERLY ON HIGHWAY 221
 ED1961'FOR 3.8 KM (2.4 MI) TO THE STATION ON THE RIGHT, ACROSS FROM
 ED1961'A BASEBALL FIELD.
 ED1961'
 ED1961'THE STATION IS A STANDARD SCGS DISK
 ED1961'STAMPED---HORZ 42 047 1982---,
 ED1961'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1961'FLUSH WITH GROUND.  IT IS LOCATED
 ED1961'28.07 METERS (92.10 FT) EAST-SOUTHEAST FROM A TELEPHONE
 ED1961'POLE,
 ED1961'7.90 METERS (25.92 FT) NORTHWEST FROM THE APPROXIMATE
 ED1961'CENTER OF HIGHWAY 221 AND
 ED1961'0.47 METER (1.55 FT) SOUTH-SOUTHWEST FROM A METAL
 ED1961'WITNESS POST.
 ED1961'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1961'STAMPED---HORZ 42 047 1982---,
 ED1961'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1961'
 ED1961'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1961'STAMPED---AZ MK 42 047 1982---,
 ED1961'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1961'FLUSH WITH GROUND.  IT IS LOCATED
 ED1961'14.93 METERS (48.99 FT) NORTHWEST FROM THE APPROXIMATE
 ED1961'CENTER OF THE EXTENDED CENTER OF HIGHWAY 221 AND COUNTY
 ED1961'ROAD S-42-199.
 ED1961'10.80 METERS (35.44 FT) SOUTHWEST FROM THE APPROXIMATE
 ED1961'CENTER OF S-42-199,
 ED1961'3.37 METERS (11.07 FT) WEST FROM A POWER POLE WITH A
 ED1961'TRANSFORMER AND TWO GUY WIRES AND
 ED1961'2.77 METERS (9.10 FT) NORTH-NORTHWEST FROM A METAL
 ED1961'WITNESS POST.
 ED1961'
 ED1961'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWESTERLY
 ED1961'ON HIGHWAY 221 FOR 0.5 KM (0.3 MI) TO A CROSSROAD, COUNTY ROAD
 ED1961'S-42-199 AND THE AZIMUTH SET IN THE NORTHWEST CORNER OF THE
 ED1961'INTERSECTION.
 ED1961'
 ED1961'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED1961'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1961
 ED1961                          STATION RECOVERY (1982)
 ED1961
 ED1961'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1961'RECOVERED IN GOOD CONDITION.
 ED1961
 ED1961                          STATION RECOVERY (1989)
 ED1961
 ED1961'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1961'STATION IS LOCATED IN SWITZER.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED1961'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1961'803-737-1350.
 ED1961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221, STATE
 ED1961'HIGHWAY 290 (MOORE-DUNCAN HIGHWAY) AND STATE ROAD 86 (HOBBYSVILLE
 ED1961'ROAD) IN MOORE, GO SOUTHWESTERLY ON HIGHWAY 221 FOR 2.4 MILES TO THE
 ED1961'STATION ON THE RIGHT, NORTHEAST OF AN OLD ABANDONED GAS STATION, 0.25
 ED1961'MILE NORTHEAST OF THE JUNCTION OF STATE ROAD 199.
 ED1961'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET ABOVE
 ED1961'THE HIGHWAY, 26.2 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 93.4
 ED1961'FEET EAST OF THE EAST CORNER OF AN OLD BRICK CHIMNEY, 71.8 FEET WEST
 ED1961'SOUTHWEST OF A DIRT FIELD ACCESS ROAD, 1.5 FEET SOUTH SOUTHWEST OF A
 ED1961'WITNESS POST, 92.1 FEET EAST SOUTHEAST OF A POWER POLE IN BRIARS.
 ED1961'RECOVERED BY J.R. WERNER.
 ED1961
 ED1961                          STATION RECOVERY (1989)
 ED1961
 ED1961'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1959 ***********************************************************************
 ED1959  DESIGNATION -  42 047 AZ MK
 ED1959  PID         -  ED1959
 ED1959  STATE/COUNTY-  SC/SPARTANBURG
 ED1959  USGS QUAD   -  REIDVILLE (1983)
 ED1959
 ED1959                         *CURRENT SURVEY CONTROL
 ED1959  ___________________________________________________________________
 ED1959* NAD 83(2001)-  34 48 00.34454(N)    082 00 57.48935(W)     ADJUSTED  
 ED1959* NAVD 88     -       226.555  (meters)     743.29   (feet)  ADJUSTED  
 ED1959  ___________________________________________________________________
 ED1959  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 ED1959  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 ED1959  DYNAMIC HT  -         226.330 (meters)     742.55  (feet)  COMP
 ED1959  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 ED1959
 ED1959  HORZ ORDER  -  SECOND
 ED1959  VERT ORDER  -  FIRST     CLASS II
 ED1959
 ED1959.The horizontal coordinates were established by classical geodetic methods
 ED1959.and adjusted by the National Geodetic Survey in March 2004..
 ED1959
 ED1959.The orthometric height was determined by differential leveling
 ED1959.and adjusted by the National Geodetic Survey in June 1991..
 ED1959
 ED1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1959
 ED1959.The geoid height was determined by GEOID03.
 ED1959
 ED1959.The dynamic height is computed by dividing the NAVD 88
 ED1959.geopotential number by the normal gravity value computed on the
 ED1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1959.degrees latitude (g = 980.6199 gals.).
 ED1959
 ED1959.The modeled gravity was interpolated from observed gravity values.
 ED1959
 ED1959;                    North         East     Units Scale Factor Converg.
 ED1959;SPC SC       -   329,475.933   516,631.612   MT  0.99998836   -0 33 47.7
 ED1959;SPC SC       - 1,080,957.79  1,694,985.60   iFT  0.99998836   -0 33 47.7
 ED1959;UTM  17      - 3,851,345.083   407,064.508   MT  0.99970645   -0 34 47.5
 ED1959
 ED1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1959!SPC SC       -   0.99996933  x   0.99998836  =   0.99995769
 ED1959!UTM  17      -   0.99996933  x   0.99970645  =   0.99967579
 ED1959
 ED1959:                Primary Azimuth Mark                     Grid Az
 ED1959:SPC SC       -  42 047                                   034 06 10.0
 ED1959:UTM  17      -  42 047                                   034 07 09.8
 ED1959
 ED1959|---------------------------------------------------------------------|
 ED1959| PID    Reference Object                     Distance      Geod. Az  |
 ED1959|                                                           dddmmss.s |
 ED1959| ED1961 42 047                              446.973 METERS 0333222.3 |
 ED1959|---------------------------------------------------------------------|
 ED1959
 ED1959                          SUPERSEDED SURVEY CONTROL
 ED1959
 ED1959  NAD 83(1986)-  34 48 00.35505(N)    082 00 57.49149(W) AD(       ) 2
 ED1959  NAD 27      -  34 47 59.90636(N)    082 00 58.12067(W) AD(       ) 2
 ED1959  NGVD 29 (09/16/91)  226.656  (m)          743.62   (f) ADJUSTED    1 2
 ED1959
 ED1959.Superseded values are not recommended for survey control.
 ED1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1959.See file dsdata.txt to determine how the superseded data were derived.
 ED1959
 ED1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0706551345(NAD 83)
 ED1959_MARKER: DD = SURVEY DISK
 ED1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1959_SP_SET: CONCRETE POST
 ED1959_STAMPING: AZ MK 42 047 1982
 ED1959_MARK LOGO: SCGS  
 ED1959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1959+STABILITY: SURFACE MOTION
 ED1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1959+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1989
 ED1959
 ED1959  HISTORY     - Date     Condition        Report By
 ED1959  HISTORY     - 1982     MONUMENTED       SCGS
 ED1959  HISTORY     - 1982     GOOD             SCGS
 ED1959  HISTORY     - 19890130 GOOD             SCGS
 ED1959
 ED1959                          STATION DESCRIPTION
 ED1959
 ED1959'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1959'THE STATION IS LOCATED IN THE CENTER OF THE COMMUNITY
 ED1959'OF SWITZER, STATION IS SET ALONG ROAD RIGHT-OF-WAY.
 ED1959'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 ED1959'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 ED1959'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 ED1959'
 ED1959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 ED1959'STATE HIGHWAY 290, IN MOORE.  GO SOUTHWESTERLY ON HIGHWAY 221
 ED1959'FOR 3.9 KM (2.4 MI) TO STATION 42 047 SCGS ON THE RIGHT,
 ED1959'CONTINUE AHEAD 0.5 KM (0.3 MI) TO A CROSSROAD, COUNTY ROAD
 ED1959'S-42-199 AND THE STATION SET IN THE NORTHWEST CORNER OF
 ED1959'THE INTERSECTION.
 ED1959'
 ED1959'THE STATION IS A STANDARD SCGS DISK
 ED1959'STAMPED---AZ MK 42 047 1982---,
 ED1959'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1959'FLUSH WITH GROUND.  IT IS LOCATED
 ED1959'14.90 METERS (48.99 FT) NORTHWEST FROM THE APPROXIMATE
 ED1959'CENTER OF THE EXTENDED CENTER OF HIGHWAY 221 AND
 ED1959'COUNTY ROAD S-42-199,
 ED1959'10.80 METERS (35.44 FT) SOUTHWEST FROM THE APPROXIMATE
 ED1959'CENTER OF S-42-199,
 ED1959'3.37 METERS (11.07 FT) WEST FROM A POWER POLE WITH A
 ED1959'TRANSFORMER AND TWO GUY WIRES AND
 ED1959'2.77 METERS (9.10 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 ED1959'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1959'STAMPED---AZ MK 42 047 1982---,
 ED1959'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1959'
 ED1959'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED1959'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1959
 ED1959                          STATION RECOVERY (1982)
 ED1959
 ED1959'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1959'RECOVERED IN GOOD CONDITION.
 ED1959
 ED1959                          STATION RECOVERY (1989)
 ED1959
 ED1959'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1959'STATION IS LOCATED 2.6 MILES SOUTHWEST OF MOORE.  OWNERSHIP--SCDHPT,
 ED1959'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED1959'803-737-1350.
 ED1959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221, STATE
 ED1959'HIGHWAY 290 (MOORE-DUNCAN HIGHWAY) AND STATE ROAD 86 (HOBBYSVILLE
 ED1959'ROAD) IN MOORE, GO SOUTHWEST ON HIGHWAY 221 FOR 2.7 MILES TO THE
 ED1959'JUNCTION OF STATE ROAD 199 AND THE STATION NEAR A POWER POLE IN THE
 ED1959'WEST ANGLE.
 ED1959'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 ED1959'THE ROAD, 47.3 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 29.5 FEET
 ED1959'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 10.8 FEET WEST OF THE POWER
 ED1959'POLE WITH THREE GUY WIRES, TRANSFORMER AND A LARGE METAL POWER CONTOL
 ED1959'BOX ATTACHED, 11.3 FEET SOUTH SOUTHEAST OF A Y-SHAPED OAK TREE, 6.1
 ED1959'FEET SOUTH SOUTHEAST OF A WITNESS POST, 6.7 FEET NORTHWEST OF A
 ED1959'WITNESS POST.
 ED1959'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1139 ***********************************************************************
 EC1139  DESIGNATION -  42 048
 EC1139  PID         -  EC1139
 EC1139  STATE/COUNTY-  SC/SPARTANBURG
 EC1139  USGS QUAD   -  MOORE (1983)
 EC1139
 EC1139                         *CURRENT SURVEY CONTROL
 EC1139  ___________________________________________________________________
 EC1139* NAD 83(2001)-  34 48 32.70471(N)    081 57 41.15183(W)     ADJUSTED  
 EC1139* NAVD 88     -       208.357  (meters)     683.58   (feet)  ADJUSTED  
 EC1139  ___________________________________________________________________
 EC1139  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EC1139  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 EC1139  DYNAMIC HT  -         208.151 (meters)     682.91  (feet)  COMP
 EC1139  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 EC1139
 EC1139  HORZ ORDER  -  SECOND
 EC1139  VERT ORDER  -  FIRST     CLASS II
 EC1139
 EC1139.The horizontal coordinates were established by classical geodetic methods
 EC1139.and adjusted by the National Geodetic Survey in March 2004..
 EC1139
 EC1139.The orthometric height was determined by differential leveling
 EC1139.and adjusted by the National Geodetic Survey in June 1991..
 EC1139
 EC1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1139
 EC1139.The geoid height was determined by GEOID03.
 EC1139
 EC1139.The dynamic height is computed by dividing the NAVD 88
 EC1139.geopotential number by the normal gravity value computed on the
 EC1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1139.degrees latitude (g = 980.6199 gals.).
 EC1139
 EC1139.The modeled gravity was interpolated from observed gravity values.
 EC1139
 EC1139;                    North         East     Units Scale Factor Converg.
 EC1139;SPC SC       -   330,425.341   521,631.372   MT  0.99999147   -0 31 58.9
 EC1139;SPC SC       - 1,084,072.64  1,711,389.02   iFT  0.99999147   -0 31 58.9
 EC1139;UTM  17      - 3,852,292.800   412,063.092   MT  0.99969531   -0 32 55.9
 EC1139
 EC1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1139!SPC SC       -   0.99997219  x   0.99999147  =   0.99996366
 EC1139!UTM  17      -   0.99997219  x   0.99969531  =   0.99966751
 EC1139
 EC1139|---------------------------------------------------------------------|
 EC1139| PID    Reference Object                     Distance      Geod. Az  |
 EC1139|                                                           dddmmss.s |
 EC1139| EC2703 TP SPA 62                           391.138 METERS 17831     |
 EC1139| ED1958 TRANSCON GAS PIPELIN MICROWAVE      APPROX. 6.0 KM 3115534.1 |
 EC1139| EC1140 42 048 AZ MK                        APPROX. 0.6 KM 3515407.5 |
 EC1139|---------------------------------------------------------------------|
 EC1139
 EC1139                          SUPERSEDED SURVEY CONTROL
 EC1139
 EC1139  NAD 83(1986)-  34 48 32.71656(N)    081 57 41.15380(W) AD(       ) 2
 EC1139  NAD 27      -  34 48 32.26571(N)    081 57 41.78852(W) AD(       ) 2
 EC1139  NAVD 88 (10/01/92)  208.36   (m)          683.6    (f) LEVELING    3  
 EC1139  NAVD 88 (07/30/91)  208.79   (m)          685.0    (f) LEVELING    3  
 EC1139  NGVD 29 (09/16/91)  208.466  (m)          683.94   (f) ADJUSTED    1 2
 EC1139
 EC1139.Superseded values are not recommended for survey control.
 EC1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1139.See file dsdata.txt to determine how the superseded data were derived.
 EC1139
 EC1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1206352293(NAD 83)
 EC1139_MARKER: DD = SURVEY DISK
 EC1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1139_SP_SET: CONCRETE POST
 EC1139_STAMPING: HORZ 42 048 1982
 EC1139_MARK LOGO: SCGS  
 EC1139_PROJECTION: PROJECTING 3 CENTIMETERS
 EC1139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1139+STABILITY: SURFACE MOTION
 EC1139
 EC1139  HISTORY     - Date     Condition        Report By
 EC1139  HISTORY     - 1982     MONUMENTED       SCGS
 EC1139  HISTORY     - 1987     GOOD             SCGS
 EC1139
 EC1139                          STATION DESCRIPTION
 EC1139
 EC1139'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1139'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST-SOUTHWEST
 EC1139'PAULINE, 6.4 KM (4.0 MI) SOUTH OF ROEBUCK, 3.2 KM (2.0 MI)
 EC1139'SOUTHEAST OF MOORE, STATION IS SET ALONG INTERSTATE 26.
 EC1139'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1139'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1139'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1139'
 EC1139'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE
 EC1139'26 AND U.S. HIGHWAY 221, WHICH IS ABOUT 1.6 KM (1.0 MI) EAST
 EC1139'OF MOORE.  GO WESTERLY ON HIGHWAY 221 FOR 0.2 KM (0.1 MI) TO
 EC1139'A ROAD LEFT (ENTRANCE EXIT TO INTERSTATE 26), TURN LEFT AND
 EC1139'GO SOUTH ON INTERSTATE 26 FOR 2.7 KM (1.7 MI) TO THE AZIMUTH
 EC1139'ON THE LEFT, ON THE OPPOSITE SIDE OF INTERSTATE 26, CONTINUE
 EC1139'AHEAD 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT, ON THE
 EC1139'OPPOSITE SIDE OF INTERSTATE 26, SET ON A TWENTY FOOT CUT-BANK.
 EC1139'
 EC1139'THE STATION IS A STANDARD SCGS DISK
 EC1139'STAMPED---HORZ 42 048 1982---,
 EC1139'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1139'FLUSH WITH GROUND.  IT IS LOCATED
 EC1139'17.30 METER (56.75 FT) EAST FROM THE APPROXIMATE
 EC1139'CENTER OF INTERSTATE 26 WESTBOUND LANE,
 EC1139'5.20 METERS (17.07 FT) WEST FROM THE TREE LINE,
 EC1139'1.25 METERS (4.10 FT) SOUTH FROM A WITNESS POST AND
 EC1139'1.55 METERS (5.10 FT) NORTH FROM A WITNESS POST.
 EC1139'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1139'STAMPED---HORZ 42 048 1982---,
 EC1139'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1139'
 EC1139'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1139'STAMPED---AZ MK 42 048 1982---,
 EC1139'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1139'FLUSH WITH GROUND.  IT IS LOCATED
 EC1139'25.7 METERS (84.3 FT) WEST FROM THE FENCE LINE,
 EC1139'7.96 METERS (26.1 FT) EAST FROM THE APPROXIMATE
 EC1139'CENTER OF INTERSTATE 26 WEST BOUND LANE,
 EC1139'1.0 METERS (3.3 FT) NORTH FROM A METAL WITNESS POST AND
 EC1139'0.9 METER (2.95 FT) SOUTH FROM A METAL WITNESS POST.
 EC1139'
 EC1139'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 EC1139'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1139
 EC1139                          STATION RECOVERY (1987)
 EC1139
 EC1139'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1139'2.4 MI SE FROM MOORE.
 EC1139'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND U.S. HIGHWAY 221 (1.3
 EC1139'MI EAST OF MOORE), GO SOUTH ON HIGHWAY 26 FOR 2.1 MI TO THE MARK
 EC1139'ON THE EAST SIDE OF THE WESTBOUND LANES, 1.6 MI NORTH OF THE
 EC1139'OVERPASS OF STATE ROAD 231, 56.0 FT EAST OF THE CENTER OF THE
 EC1139'WESTBOUND LANES OF THE HIGHWAY, 4.1 FT SOUTH OF A WITNESS POST.
 EC1139'THE MARK IS 5.1 FT  N FROM  A WITNESS POST
 EC1139'THE MARK IS 5.0 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1140 ***********************************************************************
 EC1140  DESIGNATION -  42 048 AZ MK
 EC1140  PID         -  EC1140
 EC1140  STATE/COUNTY-  SC/SPARTANBURG
 EC1140  USGS QUAD   -  MOORE (1983)
 EC1140
 EC1140                         *CURRENT SURVEY CONTROL
 EC1140  ___________________________________________________________________
 EC1140* NAD 83(2001)-  34 48 50.76314(N)    081 57 44.26727(W)     ADJUSTED  
 EC1140* NAVD 88     -       208.607  (meters)     684.40   (feet)  ADJUSTED  
 EC1140  ___________________________________________________________________
 EC1140  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EC1140  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 EC1140  DYNAMIC HT  -         208.400 (meters)     683.73  (feet)  COMP
 EC1140  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 EC1140
 EC1140  HORZ ORDER  -  SECOND
 EC1140  VERT ORDER  -  FIRST     CLASS II
 EC1140
 EC1140.The horizontal coordinates were established by classical geodetic methods
 EC1140.and adjusted by the National Geodetic Survey in March 2004..
 EC1140
 EC1140.The orthometric height was determined by differential leveling
 EC1140.and adjusted by the National Geodetic Survey in June 1991..
 EC1140
 EC1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1140
 EC1140.The geoid height was determined by GEOID03.
 EC1140
 EC1140.The dynamic height is computed by dividing the NAVD 88
 EC1140.geopotential number by the normal gravity value computed on the
 EC1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1140.degrees latitude (g = 980.6199 gals.).
 EC1140
 EC1140.The modeled gravity was interpolated from observed gravity values.
 EC1140
 EC1140;                    North         East     Units Scale Factor Converg.
 EC1140;SPC SC       -   330,982.536   521,557.374   MT  0.99999322   -0 32 00.6
 EC1140;SPC SC       - 1,085,900.71  1,711,146.24   iFT  0.99999322   -0 32 00.6
 EC1140;UTM  17      - 3,852,849.850   411,989.270   MT  0.99969547   -0 32 57.9
 EC1140
 EC1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1140!SPC SC       -   0.99997215  x   0.99999322  =   0.99996537
 EC1140!UTM  17      -   0.99997215  x   0.99969547  =   0.99966763
 EC1140
 EC1140:                Primary Azimuth Mark                     Grid Az
 EC1140:SPC SC       -  42 048                                   172 26 06.4
 EC1140:UTM  17      -  42 048                                   172 27 03.7
 EC1140
 EC1140|---------------------------------------------------------------------|
 EC1140| PID    Reference Object                     Distance      Geod. Az  |
 EC1140|                                                           dddmmss.s |
 EC1140| EC1139 42 048                              APPROX. 0.6 KM 1715405.8 |
 EC1140| EC1141 42 234                              APPROX. 1.6 KM 3464934.5 |
 EC1140|---------------------------------------------------------------------|
 EC1140
 EC1140                          SUPERSEDED SURVEY CONTROL
 EC1140
 EC1140  NAD 83(1986)-  34 48 50.77500(N)    081 57 44.26923(W) AD(       ) 2
 EC1140  NAD 27      -  34 48 50.32467(N)    081 57 44.90335(W) AD(       ) 2
 EC1140  NAVD 88 (10/01/92)  208.61   (m)          684.4    (f) LEVELING    3  
 EC1140  NAVD 88 (07/30/91)  209.04   (m)          685.8    (f) LEVELING    3  
 EC1140  NGVD 29 (09/16/91)  208.714  (m)          684.76   (f) ADJUSTED    1 2
 EC1140
 EC1140.Superseded values are not recommended for survey control.
 EC1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1140.See file dsdata.txt to determine how the superseded data were derived.
 EC1140
 EC1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1198952850(NAD 83)
 EC1140_MARKER: DD = SURVEY DISK
 EC1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1140_SP_SET: CONCRETE POST
 EC1140_STAMPING: AZ MK 42 048 1982
 EC1140_MARK LOGO: SCGS  
 EC1140_PROJECTION: FLUSH
 EC1140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1140+STABILITY: SURFACE MOTION
 EC1140
 EC1140  HISTORY     - Date     Condition        Report By
 EC1140  HISTORY     - 1982     MONUMENTED       SCGS
 EC1140  HISTORY     - 1987     GOOD             SCGS
 EC1140
 EC1140                          STATION DESCRIPTION
 EC1140
 EC1140'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1140'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST-SOUTHWEST OF
 EC1140'PAULINE, 6.4 KM (4.0 MI) SOUTH OF ROEBUCK, 3.2 KM (2.0 MI)
 EC1140'SOUTHEAST OF MOORE.  STATION IS SET ALONG INTERSTATE 26.
 EC1140'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER,
 EC1140'PO BOX 191, COLUMBIA SC 29202, PHONE 803-758-3414.
 EC1140'
 EC1140'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE
 EC1140'26 AND U.S. HIGHWAY 221, WHICH IS ABOUT 1.6 KM (1.0 MI) EAST
 EC1140'OF MOORE.  GO WESTERLY ON HIGHWAY 221 FOR 0.2 KM (0.1 MI) TO
 EC1140'THE ENTRANCE OF INTERSTATE 26, TURN LEFT AND GO SOUTH ON
 EC1140'INTERSTATE 26 FOR 2.7 KM (1.7 MI) TO THE STATION ON THE LEFT,
 EC1140'ON THE OPPOSITE SIDE OF INTERSTATE 26.
 EC1140'
 EC1140'THE STATION IS A STANDARD SCGS DISK
 EC1140'STAMPED---AZ MK 42 048 1982---,
 EC1140'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1140'FLUSH WITH GROUND.  IT IS LOCATED
 EC1140'25.7 METERS (84.3 FT) WEST FROM THE FENCE LINE,
 EC1140'7.96 METERS (26.1 FT) EAST FROM THE APPROXIMATE CENTER OF
 EC1140'INTERSTATE 26 WEST BOUND,
 EC1140'1.01 METERS (3.3 FT) NORTH FROM A METAL WITNESS POST AND
 EC1140'0.9 METER (2.95 FT) SOUTH FROM A METAL WITNESS POST.
 EC1140'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1140'STAMPED---AZ MK 42 048 1982---,
 EC1140'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1140'
 EC1140'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 EC1140'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1140
 EC1140                          STATION RECOVERY (1987)
 EC1140
 EC1140'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1140'2.3 MI SE FROM MOORE.
 EC1140'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND U.S. HIGHWAY 221 (1.3
 EC1140'MI EAST OF MOORE), GO SOUTH ON HIGHWAY 26 FOR 1.7 MI TO THE MARK
 EC1140'IN THE SHOULDER ON THE EAST SIDE OF THE WESTBOUND LANES,
 EC1140'1.9 MI NORTH OF THE OVERPASS OF STATE ROAD 231, 26.0 FT EAST
 EC1140'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 83.0 FT WEST
 EC1140'OF THE FACE OF THE INTERSTATE BOUNDARY FENCE.
 EC1140'THE MARK IS 3.5 FT  S FROM  A WITNESS POST
 EC1140'THE MARK IS 0.5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1967 ***********************************************************************
 ED1967  DESIGNATION -  42 049
 ED1967  PID         -  ED1967
 ED1967  STATE/COUNTY-  SC/SPARTANBURG
 ED1967  USGS QUAD   -  REIDVILLE (1983)
 ED1967
 ED1967                         *CURRENT SURVEY CONTROL
 ED1967  ___________________________________________________________________
 ED1967* NAD 83(2001)-  34 51 18.37037(N)    082 03 41.79997(W)     ADJUSTED  
 ED1967* NAVD 88     -       223.328  (meters)     732.70   (feet)  ADJUSTED  
 ED1967  ___________________________________________________________________
 ED1967  X           -     723,657.512 (meters)                     COMP
 ED1967  Y           -  -5,189,575.796 (meters)                     COMP
 ED1967  Z           -   3,624,797.335 (meters)                     COMP
 ED1967  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 ED1967  ELLIP HEIGHT-         192.05  (meters)          (03/27/03) GPS OBS
 ED1967  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 ED1967  DYNAMIC HT  -         223.107 (meters)     731.98  (feet)  COMP
 ED1967  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 ED1967
 ED1967  HORZ ORDER  -  SECOND
 ED1967  VERT ORDER  -  FIRST     CLASS II
 ED1967  ELLP ORDER  -  FOURTH    CLASS II
 ED1967
 ED1967.The horizontal coordinates were established by classical geodetic methods
 ED1967.and adjusted by the National Geodetic Survey in March 2003..
 ED1967
 ED1967.The orthometric height was determined by differential leveling
 ED1967.and adjusted by the National Geodetic Survey in June 1991..
 ED1967
 ED1967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1967
 ED1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1967
 ED1967.The ellipsoidal height was determined by GPS observations
 ED1967.and is referenced to NAD 83.
 ED1967
 ED1967.The geoid height was determined by GEOID03.
 ED1967
 ED1967.The dynamic height is computed by dividing the NAVD 88
 ED1967.geopotential number by the normal gravity value computed on the
 ED1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1967.degrees latitude (g = 980.6199 gals.).
 ED1967
 ED1967.The modeled gravity was interpolated from observed gravity values.
 ED1967
 ED1967;                    North         East     Units Scale Factor Converg.
 ED1967;SPC SC       -   335,619.933   512,517.887   MT  1.00000781   -0 35 18.8
 ED1967;SPC SC       - 1,101,115.27  1,681,489.13   iFT  1.00000781   -0 35 18.8
 ED1967;UTM  17      - 3,857,488.570   402,953.829   MT  0.99971607   -0 36 24.3
 ED1967
 ED1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1967!SPC SC       -   0.99996985  x   1.00000781  =   0.99997766
 ED1967!UTM  17      -   0.99996985  x   0.99971607  =   0.99968593
 ED1967
 ED1967:                Primary Azimuth Mark                     Grid Az
 ED1967:SPC SC       -  SWITZER AREA TANK                        144 35 48.8
 ED1967:UTM  17      -  SWITZER AREA TANK                        144 36 54.3
 ED1967
 ED1967|---------------------------------------------------------------------|
 ED1967| PID    Reference Object                     Distance      Geod. Az  |
 ED1967|                                                           dddmmss.s |
 ED1967| ED1960 SWITZER AREA TANK                   APPROX. 7.2 KM 1440030.0 |
 ED1967| ED1966 42 049 AZ MK                        493.663 METERS 2093310.6 |
 ED1967|---------------------------------------------------------------------|
 ED1967
 ED1967                          SUPERSEDED SURVEY CONTROL
 ED1967
 ED1967  NAD 83(1995)-  34 51 18.37049(N)    082 03 41.79907(W) AD(       ) 2
 ED1967  ELLIP H (12/20/99)  192.06   (m)                       GP(       ) 4 1
 ED1967  NAD 83(1986)-  34 51 18.38142(N)    082 03 41.80277(W) AD(       ) 2
 ED1967  NAD 27      -  34 51 17.94024(N)    082 03 42.42678(W) AD(       ) 2
 ED1967  NAVD 88 (03/23/92)  223.33   (m)          732.7    (f) LEVELING    3  
 ED1967  NGVD 29 (09/16/91)  223.425  (m)          733.02   (f) ADJUSTED    1 2
 ED1967
 ED1967.Superseded values are not recommended for survey control.
 ED1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1967.See file dsdata.txt to determine how the superseded data were derived.
 ED1967
 ED1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0295457489(NAD 83)
 ED1967_MARKER: DD = SURVEY DISK
 ED1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1967_SP_SET: CONCRETE POST
 ED1967_STAMPING: HORZ 42 049 1982
 ED1967_MARK LOGO: SCGS  
 ED1967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1967+STABILITY: SURFACE MOTION
 ED1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1967+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1989
 ED1967
 ED1967  HISTORY     - Date     Condition        Report By
 ED1967  HISTORY     - 1982     MONUMENTED       SCGS
 ED1967  HISTORY     - 1982     GOOD             SCGS
 ED1967  HISTORY     - 19890112 GOOD             SCGS
 ED1967  HISTORY     - 19890112 GOOD             SCGS
 ED1967
 ED1967                          STATION DESCRIPTION
 ED1967
 ED1967'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1967'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) WEST-SOUTHWEST
 ED1967'OF ROEBUCK, 6.4 KM (4.0 MI) NORTHWEST OF SWITZER,
 ED1967'4.8 KM (3.0 MI) EAST-SOUTHEAST OF REIDVILLE, STATION
 ED1967'IS SET IN THE FRONT LAWN OF A RED BRICK HOME.
 ED1967'OWNERSHIP--JOHN V TURNER, ROUTE 1, BOX 152, MOORE SC 29369.
 ED1967'
 ED1967'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED1967'417 AND 290, WHICH IS ABOUT 6.4 KM (4.0 MI) NORTHEAST
 ED1967'OF REIDVILLE.  GO SOUTHWESTERLY ON HIGHWAY 417 FOR 2.9 KM
 ED1967'(1.8 MI) TO THE STATION ON THE RIGHT AND ABOUT SIX FEET ABOVE
 ED1967'THE ROAD ON A CUT-BANK.
 ED1967'
 ED1967'THE STATION IS A STANDARD SCGS DISK
 ED1967'STAMPED---HORZ 42 049 1982---,
 ED1967'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1967'FLUSH WITH GROUND.  IT IS LOCATED
 ED1967'46.57 METERS (152.8 FT) EAST-SOUTHEAST FROM THE NORTHEAST
 ED1967'CORNER OF A RED BRICK HOME,
 ED1967'12.4 METERS (40.68 FT) NORTHWEST FROM THE APPROXIMATE
 ED1967'CENTER OF HIGHWAY 417 AND
 ED1967'1.9 METERS (6.23 FT) SOUTH-SOUTHWEST FROM A POWER POLE
 ED1967'WITH TRANSFORMER, TELEPHONE JUNCTION BOX, AND GUY WIRE.
 ED1967'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1967'STAMPED---HORZ 42 049 1982---,
 ED1967'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1967'
 ED1967'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1967'STAMPED---AZ MK 42 049 1982---,
 ED1967'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1967'FLUSH WITH GROUND.  IT IS LOCATED
 ED1967'6.48 METERS (21.25 FT) SOUTH FROM THE APPROXIMATE CENTER
 ED1967'OF HIGHWAY 417,
 ED1967'6.78 METERS (22.24 FT) NORTH FROM A POWER POLE WITH
 ED1967'THREE GUY WIRES,
 ED1967'1.47 METERS (4.82 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 ED1967'1.3 METERS (4.27 FT) NORTHEAST FROM A METAL WITNESS POST.
 ED1967'
 ED1967'TO REACH AZIMUTH MARK FROM THE STATION PROCEED AHEAD ON HIGHWAY
 ED1967'417 FOR 0.6 KM (0.35 MI) TO THE AZIMUTH ON THE LEFT AND IN LINE
 ED1967'WITH A POWER POLE.
 ED1967'
 ED1967'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 ED1967'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1967
 ED1967                          STATION RECOVERY (1982)
 ED1967
 ED1967'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1967'RECOVERED IN GOOD CONDITION.
 ED1967
 ED1967                          STATION RECOVERY (1989)
 ED1967
 ED1967'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1967'STATION LOCATED 2.75 MILES EAST SOUTHEAST OF REIDVILLE.
 ED1967'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1967'COLUMBIA, SC 29202, PHONE 803-737-1314.
 ED1967'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 290
 ED1967'(MOORE-DUNCAN HIGHWAY) AND 417 (POPLAR SPRINGS ROAD), 4.8 MILES
 ED1967'NORTHWEST OF MOORE, GO SOUTHWEST ON HIGHWAY 417 FOR 0.9 MILE TO THE
 ED1967'JUNCTION OF STATE ROAD 121 (BETHANY CHURCH DRIVE) AND WEST ROAD
 ED1967'5-2123 (IN AN AREA CALLED POPLAR SPRINGS), CONTINUE ON HIGHWAY 417
 ED1967'FOR 0.95 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE, 0.15
 ED1967'MILE NORTHEAST OF THE JUNCTION OF HARMON ROAD 4-2094.
 ED1967'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET ABOVE
 ED1967'THE HIGHWAY, 152.8 FEET EAST SOUTHEAST OF THE NORTHEAST CORNER OF A
 ED1967'BRICK HOUSE, 40.1 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 5.7
 ED1967'FEET SOUTHWEST OF THE POWER POLE NUMBER 105/108144/041628, 5.7 FEET
 ED1967'NORTH NORTHEAST OF A WITNESS POST, 51.0 FEET EAST NORTHEAST OF A
 ED1967'15-INCH LIVE OAK TREE.
 ED1967'STATION IS GPS-ABLE WITH LESS OBSTRUCTIONS WITH A TALL TRIPOD SET UP.
 ED1967'RECOVERED BY J.R. WERNER.
 ED1967
 ED1967                          STATION RECOVERY (1989)
 ED1967
 ED1967'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1966 ***********************************************************************
 ED1966  DESIGNATION -  42 049 AZ MK
 ED1966  PID         -  ED1966
 ED1966  STATE/COUNTY-  SC/SPARTANBURG
 ED1966  USGS QUAD   -  REIDVILLE (1983)
 ED1966
 ED1966                         *CURRENT SURVEY CONTROL
 ED1966  ___________________________________________________________________
 ED1966* NAD 83(2001)-  34 51 04.43477(N)    082 03 51.38474(W)     ADJUSTED  
 ED1966* NAVD 88     -       209.267  (meters)     686.57   (feet)  ADJUSTED  
 ED1966  ___________________________________________________________________
 ED1966  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 ED1966  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 ED1966  DYNAMIC HT  -         209.059 (meters)     685.89  (feet)  COMP
 ED1966  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 ED1966
 ED1966  HORZ ORDER  -  SECOND
 ED1966  VERT ORDER  -  FIRST     CLASS II
 ED1966
 ED1966.The horizontal coordinates were established by classical geodetic methods
 ED1966.and adjusted by the National Geodetic Survey in March 2004..
 ED1966.No horizontal observational check was made to the station.
 ED1966
 ED1966.The orthometric height was determined by differential leveling
 ED1966.and adjusted by the National Geodetic Survey in June 1991..
 ED1966
 ED1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1966
 ED1966.The geoid height was determined by GEOID03.
 ED1966
 ED1966.The dynamic height is computed by dividing the NAVD 88
 ED1966.geopotential number by the normal gravity value computed on the
 ED1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1966.degrees latitude (g = 980.6199 gals.).
 ED1966
 ED1966.The modeled gravity was interpolated from observed gravity values.
 ED1966
 ED1966;                    North         East     Units Scale Factor Converg.
 ED1966;SPC SC       -   335,193.017   512,269.999   MT  1.00000641   -0 35 24.1
 ED1966;SPC SC       - 1,099,714.62  1,680,675.85   iFT  1.00000641   -0 35 24.1
 ED1966;UTM  17      - 3,857,061.856   402,705.878   MT  0.99971667   -0 36 29.6
 ED1966
 ED1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1966!SPC SC       -   0.99997206  x   1.00000641  =   0.99997847
 ED1966!UTM  17      -   0.99997206  x   0.99971667  =   0.99968874
 ED1966
 ED1966                          SUPERSEDED SURVEY CONTROL
 ED1966
 ED1966  NAD 83(1986)-  34 51 04.44560(N)    082 03 51.38763(W) AD(       ) 2
 ED1966  NAD 27      -  34 51 04.00424(N)    082 03 52.01163(W) AD(       ) 2
 ED1966  NGVD 29 (09/16/91)  209.364  (m)          686.89   (f) ADJUSTED    1 2
 ED1966
 ED1966.Superseded values are not recommended for survey control.
 ED1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1966.See file dsdata.txt to determine how the superseded data were derived.
 ED1966
 ED1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0270657062(NAD 83)
 ED1966_MARKER: DD = SURVEY DISK
 ED1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1966_SP_SET: CONCRETE POST
 ED1966_STAMPING: AZ MK 42 049 1982
 ED1966_MARK LOGO: SCGS  
 ED1966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1966+STABILITY: SURFACE MOTION
 ED1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1966+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1989
 ED1966
 ED1966  HISTORY     - Date     Condition        Report By
 ED1966  HISTORY     - 1982     MONUMENTED       SCGS
 ED1966  HISTORY     - 1982     GOOD             SCGS
 ED1966  HISTORY     - 19890112 GOOD             SCGS
 ED1966
 ED1966                          STATION DESCRIPTION
 ED1966
 ED1966'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1966'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) WEST-SOUTHWEST
 ED1966'OF ROEBUCK, 6.4 KM (4.0 MI) NORTHWEST OF SWITZER, 4.8 KM
 ED1966'(3.0 MI) EAST-SOUTHEAST OF REIDVILLE, STATION IS SET ALONG
 ED1966'ROAD RIGHT-OF-WAY.
 ED1966'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC
 ED1966'TRANSP, FERRELL J PROSSER, DIRECTOR SC GEODETIC
 ED1966'SURVEY, 1028 SUMTER ST, SUITE 202, COLUMBIA SC 29201,
 ED1966'PHONE 803-758-3604.
 ED1966'
 ED1966'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED1966'417 AND 290, WHICH IS ABOUT 6.4 KM (4.0 MI) NORTHEAST OF
 ED1966'REIDVILLE.  GO SOUTHWESTERLY ON HIGHWAY 417 FOR 2.9 KM
 ED1966'(1.85 MI) TO STATION 42 049 SCGS ON THE RIGHT, CONTINUE AHEAD
 ED1966'0.6 KM (0.35 MI) TO THE STATION ON THE LEFT AND IN LINE WITH
 ED1966'A POWER POLE.
 ED1966'
 ED1966'THE STATION IS A STANDARD SCGS DISK
 ED1966'STAMPED---AZ MK 42 049 1982---,
 ED1966'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1966'FLUSH WITH GROUND.  IT IS LOCATED
 ED1966'6.78 METERS (22.24 FT) NORTH FROM A POWER POLE WITH
 ED1966'THREE GUY WIRES,
 ED1966'6.48 METERS (21.25 FT) SOUTH FROM THE APPROXIMATE
 ED1966'CENTER OF HIGHWAY 417,
 ED1966'1.47 METERS (4.82 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 ED1966'1.30 METERS (4.27 FT) NORTHEAST FROM A METAL WITNESS POST.
 ED1966'
 ED1966'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED1966'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1966
 ED1966                          STATION RECOVERY (1982)
 ED1966
 ED1966'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1966'RECOVERED IN GOOD CONDITION.
 ED1966
 ED1966                          STATION RECOVERY (1989)
 ED1966
 ED1966'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1966'STATION LOCATED 2.8 MILES EAST SOUTHEAST OF REIDVILLE.
 ED1966'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED1966'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED1966'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 290
 ED1966'(MOORE-DUNCAN HIGHWAY) AND 417 (POPLAR SPRINGS ROAD), 4.8 MILES
 ED1966'NORTHWEST OF MOORE, GO SOUTHWEST ON HIGHWAY 417 FOR 0.9 MILE TO THE
 ED1966'JUNCTION OF STATE ROAD 121 (BETHANY CHURCH DRIVE) AND WEST ROAD
 ED1966'5-2123 (IN AN AREA CALLED POPLAR SPRINGS), CONTINUE ON HIGHWAY 417
 ED1966'FOR 1.25 MILES TO THE STATION ON THE LEFT IN THE SHOULDER OF THE
 ED1966'HIGHWAY, ACROSS THE HIGHWAY FROM A WOODEN HOUSE, 0.2 MILE NORTHEAST
 ED1966'OF THE BRIDGE OVER THE SOUTH TYGER RIVER.
 ED1966'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1966'HIGHWAY, 88.5 FEET SOUTHWEST OF THE EXTENDED CENTER OF A PAVED
 ED1966'DRIVEWAY LEADING TO THE HOUSE, 19.6 FEET NORTHWEST OF A POWER POLE
 ED1966'NUMBER 110/1, 20.8 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 4.6
 ED1966'FEET SOUTHWEST OF A WITNESS POST, 4.4 FEET NORTHEAST OF A WITNESS
 ED1966'POST.
 ED1966'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1965 ***********************************************************************
 ED1965  DESIGNATION -  42 050
 ED1965  PID         -  ED1965
 ED1965  STATE/COUNTY-  SC/SPARTANBURG
 ED1965  USGS QUAD   -  REIDVILLE (1983)
 ED1965
 ED1965                         *CURRENT SURVEY CONTROL
 ED1965  ___________________________________________________________________
 ED1965* NAD 83(2001)-  34 50 07.65517(N)    082 07 28.59136(W)     ADJUSTED  
 ED1965* NAVD 88     -       244.0    (meters)     801.     (feet)  VERTCON   
 ED1965  ___________________________________________________________________
 ED1965  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 ED1965  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ED1965
 ED1965  HORZ ORDER  -  SECOND
 ED1965
 ED1965.The horizontal coordinates were established by classical geodetic methods
 ED1965.and adjusted by the National Geodetic Survey in March 2004..
 ED1965
 ED1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1965
 ED1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1965
 ED1965.The geoid height was determined by GEOID03.
 ED1965
 ED1965;                    North         East     Units Scale Factor Converg.
 ED1965;SPC SC       -   333,501.825   506,733.396   MT  1.00000076   -0 37 24.5
 ED1965;SPC SC       - 1,094,166.09  1,662,511.14   iFT  1.00000076   -0 37 24.5
 ED1965;UTM  17      - 3,855,372.934   397,170.277   MT  0.99973032   -0 38 32.8
 ED1965
 ED1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1965!SPC SC       -   0.99996660  x   1.00000076  =   0.99996736
 ED1965!UTM  17      -   0.99996660  x   0.99973032  =   0.99969693
 ED1965
 ED1965|---------------------------------------------------------------------|
 ED1965| PID    Reference Object                     Distance      Geod. Az  |
 ED1965|                                                           dddmmss.s |
 ED1965| ED1964 42 050 AZ MK                        323.213 METERS 15030     |
 ED1965|---------------------------------------------------------------------|
 ED1965
 ED1965                          SUPERSEDED SURVEY CONTROL
 ED1965
 ED1965  NAD 83(1986)-  34 50 07.66632(N)    082 07 28.59353(W) AD(       ) 2
 ED1965  NAD 27      -  34 50 07.22652(N)    082 07 29.21242(W) AD(       ) 2
 ED1965  NGVD 29 (07/19/86)  244.1    (m)          801.     (f) VERT ANG       
 ED1965
 ED1965.Superseded values are not recommended for survey control.
 ED1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1965.See file dsdata.txt to determine how the superseded data were derived.
 ED1965
 ED1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9717055373(NAD 83)
 ED1965_MARKER: DD = SURVEY DISK
 ED1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1965_STAMPING: HORZ 42 050 1982
 ED1965_MARK LOGO: SCGS  
 ED1965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1965+STABILITY: SURFACE MOTION
 ED1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1965+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1989
 ED1965
 ED1965  HISTORY     - Date     Condition        Report By
 ED1965  HISTORY     - 1982     MONUMENTED       SCGS
 ED1965  HISTORY     - 19890322 GOOD             SCGS
 ED1965
 ED1965                          STATION DESCRIPTION
 ED1965
 ED1965'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1965'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH-SOUTHWEST
 ED1965'OF REIDVILLE, 6.4 KM (4.0 MI) NORTH-NORTHWEST OF CRESCENT,
 ED1965'9.6 KM (6.0 MI) NORTHWEST OF SWITZER, STATION IS LOCATED ALONG
 ED1965'ROAD RIGHT-OF-WAY.
 ED1965'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 ED1965'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 ED1965'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 ED1965'
 ED1965'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 417
 ED1965'AND 101 IN THE CASHVILLE AREA.  GO EASTERLY ON HIGHWAY 417 FOR
 ED1965'0.5 KM (0.3 MI) TO A PAVED ROAD LEFT, COUNTY ROAD S-42-592.  TURN
 ED1965'LEFT AND GO 2.2 KM (1.35 MI) TO A PAVED CROSSROAD, TURN LEFT
 ED1965'AND GO 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE RIGHT,
 ED1965'CONTINUE 0.4 KM (0.25 MI) TO A CROSSROAD AND THE STATION
 ED1965'SET IN THE SOUTHWEST CORNER.
 ED1965'
 ED1965'THE STATION IS A STANDARD SCGS DISK
 ED1965'STAMPED---HORZ 42 050 1982---,
 ED1965'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1965'FLUSH WITH GROUND.  IT IS LOCATED
 ED1965'16.76 METERS (54.99 FT) SOUTH FROM A TELEPHONE
 ED1965'JUNCTION BOX,
 ED1965'6.8 METERS (22.3 FT) SOUTH FROM THE APPROXIMATE
 ED1965'CENTER OF THE POINT WHERE S-42-855 AND PAVED ROAD CROSS,
 ED1965'3.84 METERS (12.6 FT) EAST-SOUTHEAST FROM THE APPROXIMATE
 ED1965'CENTER OF COUNTY ROAD S-42-855,
 ED1965'0.65 METER (2.13 FT) WEST-NORTHWEST FROM A METAL
 ED1965'WITNESS POST AND
 ED1965'0.82 METER (2.67 FT) SOUTH-SOUTHWEST FROM A METAL
 ED1965'WITNESS POST.
 ED1965'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1965'STAMPED---HORZ 42 050 1982---,
 ED1965'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1965'
 ED1965'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1965'STAMPED---AZ MK 42 050 1982---,
 ED1965'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1965'FLUSH WITH GROUND.  IT IS LOCATED
 ED1965'5.48 METERS (17.97 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 ED1965'CENTER OF PAVED ROAD,
 ED1965'1.20 METERS (3.94 FT) SOUTH-SOUTHEAST FROM A METAL
 ED1965'WITNESS POST.
 ED1965'0.84 METER (2.75 FT) WEST-SOUTHWEST FROM A WIRE FENCE
 ED1965'LINE AND
 ED1965'0.80 METER (2.62 FT) NORTH-NORTHWEST FROM A METAL
 ED1965'WITNESS POST.
 ED1965'
 ED1965'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED1965'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1965
 ED1965                          STATION RECOVERY (1989)
 ED1965
 ED1965'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW)
 ED1965'STATION IS LOCATED 2.1 MILES (3.4 KM) SOUTHWEST OF REIDVILLE.
 ED1965'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1965'COLUMBIA, SC 29202, PHONE 803-737-1314.  TO REACH THE STATION FROM THE
 ED1965'JUNCTION OF STATE HIGHWAYS 417 AND 101, 3.8 MILES (6.1 KM) SOUTHWEST
 ED1965'OF REIDVILLE, GO NORTHEAST ON HIGHWAY 417 FOR 1.3 MILES (2.1 KM) TO
 ED1965'THE JUNCTION OF STATE ROAD 195 (SHARON ROAD) , TURN LEFT ON ROAD 195
 ED1965'FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 592 (BENS CREEK
 ED1965'ROAD) , CONTINUE ON ROAD 195 FOR 0.45 MILE (0.72 KM) TO THE JUNCTION
 ED1965'OF CIRCLE ROAD 5-2527 AND THE STATION NEAR A STREET SIGN POST IN THE
 ED1965'SOUTH ANGLE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 ED1965'LEVEL WITH THE ROADS, 74.O FEET WEST NORTHWEST OF A POWER POLE, 20.5
 ED1965'FEET (6.2 M) SOUTHWEST OF THE CENTER OF SHARON ROAD, 12.5 FEET (3.8 M)
 ED1965'SOUTHEAST OF THE CENTER OF CIRCLE ROAD, 5.8 FEET (1.8 M) NORTHEAST OF
 ED1965'A STREET SIGN POST, 5.6 FEET (1.7 M) NORTH NORTHEAST OF A WITNESS
 ED1965'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1964 ***********************************************************************
 ED1964  DESIGNATION -  42 050 AZ MK
 ED1964  PID         -  ED1964
 ED1964  STATE/COUNTY-  SC/SPARTANBURG
 ED1964  USGS QUAD   -  REIDVILLE (1983)
 ED1964
 ED1964                         *CURRENT SURVEY CONTROL
 ED1964  ___________________________________________________________________
 ED1964* NAD 83(2001)-  34 49 58.52674(N)    082 07 22.32687(W)     ADJUSTED  
 ED1964* NAVD 88     -       241.0    (meters)     791.     (feet)  VERTCON   
 ED1964  ___________________________________________________________________
 ED1964  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 ED1964  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ED1964
 ED1964  HORZ ORDER  -  SECOND
 ED1964
 ED1964.The horizontal coordinates were established by classical geodetic methods
 ED1964.and adjusted by the National Geodetic Survey in March 2004..
 ED1964
 ED1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1964
 ED1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1964
 ED1964.The geoid height was determined by GEOID03.
 ED1964
 ED1964;                    North         East     Units Scale Factor Converg.
 ED1964;SPC SC       -   333,218.809   506,889.502   MT  0.99999985   -0 37 21.1
 ED1964;SPC SC       - 1,093,237.56  1,663,023.30   iFT  0.99999985   -0 37 21.1
 ED1964;UTM  17      - 3,855,089.943   397,326.247   MT  0.99972993   -0 38 29.1
 ED1964
 ED1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1964!SPC SC       -   0.99996707  x   0.99999985  =   0.99996692
 ED1964!UTM  17      -   0.99996707  x   0.99972993  =   0.99969701
 ED1964
 ED1964|---------------------------------------------------------------------|
 ED1964| PID    Reference Object                     Distance      Geod. Az  |
 ED1964|                                                           dddmmss.s |
 ED1964| ED1965 42 050                              323.213 METERS 33030     |
 ED1964|---------------------------------------------------------------------|
 ED1964
 ED1964                          SUPERSEDED SURVEY CONTROL
 ED1964
 ED1964  NAD 83(1986)-  34 49 58.53790(N)    082 07 22.32903(W) AD(       ) 2
 ED1964  NAD 27      -  34 49 58.09780(N)    082 07 22.94829(W) AD(       ) 2
 ED1964  NGVD 29 (07/19/86)  241.1    (m)          791.     (f) VERT ANG       
 ED1964
 ED1964.Superseded values are not recommended for survey control.
 ED1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1964.See file dsdata.txt to determine how the superseded data were derived.
 ED1964
 ED1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9732655090(NAD 83)
 ED1964_MARKER: DD = SURVEY DISK
 ED1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1964_STAMPING: AZ MK 42 050 1982
 ED1964_MARK LOGO: SCGS  
 ED1964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1964+STABILITY: SURFACE MOTION
 ED1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1964+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1989
 ED1964
 ED1964  HISTORY     - Date     Condition        Report By
 ED1964  HISTORY     - 1982     MONUMENTED       SCGS
 ED1964  HISTORY     - 19890322 GOOD             SCGS
 ED1964
 ED1964                          STATION DESCRIPTION
 ED1964
 ED1964'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1964'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH-SOUTHWEST
 ED1964'OF REIDVILLE, 6.4 KM (4.0 MI) NORTH-NORTHWEST OF
 ED1964'CRESCENT, 9.6 KM (6.0 MI) NORTHWEST OF SWITZER, STATION
 ED1964'IS SET ALONG ROAD RIGHT-OF-WAY.
 ED1964'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 ED1964'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 ED1964'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 ED1964'
 ED1964'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED1964'417 AND 101 IN THE CASHVILLE AREA.  GO EASTERLY ON HIGHWAY
 ED1964'417 FOR 0.5 KM (0.3 MI) TO A PAVED ROAD LEFT, COUNTY ROAD
 ED1964'S-42-592.S TURN LEFT AND GO 2.2 KM (1.35 MI) TO A PAVED
 ED1964'CROSSROAD, TURN LEFT AND GO 0.4 KM (0.25 MI) TO THE STATION
 ED1964'ON THE RIGHT.
 ED1964'
 ED1964'THE STATION IS A STANDARD SCGS DISK
 ED1964'STAMPED---AZ MK 42 050 1982---,
 ED1964'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1964'FLUSH WITH GROUND.  IT IS LOCATED
 ED1964'5.48 METERS (17.97 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 ED1964'CENTER OF PAVED ROAD,
 ED1964'1.2 METERS (3.94 FT) SOUTH-SOUTHEAST FROM A METAL
 ED1964'WITNESS POST.
 ED1964'0.80 METER (2.62 FT) NORTH-NORTHWEST FROM A METAL
 ED1964'WITNESS POST AND
 ED1964'0.84 METER (2.75 FT) WEST-SOUTHWEST FROM A WIRE FENCE
 ED1964'LINE.
 ED1964'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1964'STAMPED---AZ MK 42 050 1982---,
 ED1964'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1964'
 ED1964'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1964'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1964
 ED1964                          STATION RECOVERY (1989)
 ED1964
 ED1964'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW)
 ED1964'STATION IS LOCATED 2.2 MILES (3.5 KM) SOUTHWEST OF REIDVILLE.
 ED1964'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 ED1964'COLUMBIA, SC 29202, PHONE 803-737-1314.  TO REACH THE STATION FROM THE
 ED1964'JUNCTION OF STATE HIGHWAYS 417 AND 101, 3.8 MILES (6.1 KM) SOUTHWEST
 ED1964'OF REIDVILLE, GO NORTHEAST ON HIGHWAY 417 FOR 1.3 MILES (2.1 KM) TO
 ED1964'THE JUNCTION OF STATE ROAD 195 (SHARON ROAD) , TURN LEFT ON ROAD 195
 ED1964'FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 592 (BENS CREEK
 ED1964'ROAD) , CONTINUE ON ROAD 195 FOR 0.2 MILE (0.3 KM) TO THE STATION ON
 ED1964'THE RIGHT NEAR A WIRE FENCE LINE AT A HIGH POINT IN THE ROAD, 0.25
 ED1964'MILE (0.40 KM) SOUTHEAST OF THE JUNCTION OF CIRCLE ROAD 5-2527.
 ED1964'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1964'ROAD, 18.0 FEET (5.5 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 2.2
 ED1964'FEET (0.7 M) WEST SOUTHWEST OF A WIRE FENCE LINE, 2.9 FEET (0.9 M)
 ED1964'NORTH NORTHWEST OF A WITNESS POST, 3.6 FEET (1.1 M) SOUTH SOUTHEAST OF
 ED1964'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1321 ***********************************************************************
 ED1321  DESIGNATION -  42 051
 ED1321  PID         -  ED1321
 ED1321  STATE/COUNTY-  SC/SPARTANBURG
 ED1321  USGS QUAD   -  REIDVILLE (1983)
 ED1321
 ED1321                         *CURRENT SURVEY CONTROL
 ED1321  ___________________________________________________________________
 ED1321* NAD 83(2001)-  34 46 28.51259(N)    082 04 51.08701(W)     ADJUSTED  
 ED1321* NAVD 88     -       240.325  (meters)     788.47   (feet)  ADJUSTED  
 ED1321  ___________________________________________________________________
 ED1321  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 ED1321  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 ED1321  DYNAMIC HT  -         240.085 (meters)     787.68  (feet)  COMP
 ED1321  MODELED GRAV-     979,630.4   (mgal)                       NAVD 88
 ED1321
 ED1321  HORZ ORDER  -  SECOND
 ED1321  VERT ORDER  -  FIRST     CLASS II
 ED1321
 ED1321.The horizontal coordinates were established by classical geodetic methods
 ED1321.and adjusted by the National Geodetic Survey in March 2004..
 ED1321
 ED1321.The orthometric height was determined by differential leveling
 ED1321.and adjusted by the National Geodetic Survey in June 1991..
 ED1321
 ED1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1321
 ED1321.The geoid height was determined by GEOID03.
 ED1321
 ED1321.The dynamic height is computed by dividing the NAVD 88
 ED1321.geopotential number by the normal gravity value computed on the
 ED1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1321.degrees latitude (g = 980.6199 gals.).
 ED1321
 ED1321.The modeled gravity was interpolated from observed gravity values.
 ED1321
 ED1321;                    North         East     Units Scale Factor Converg.
 ED1321;SPC SC       -   326,706.498   510,664.493   MT  0.99997965   -0 35 57.2
 ED1321;SPC SC       - 1,071,871.71  1,675,408.44   iFT  0.99997965   -0 35 57.2
 ED1321;UTM  17      - 3,848,578.163   401,098.184   MT  0.99972056   -0 36 59.5
 ED1321
 ED1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1321!SPC SC       -   0.99996716  x   0.99997965  =   0.99994681
 ED1321!UTM  17      -   0.99996716  x   0.99972056  =   0.99968773
 ED1321
 ED1321:                Primary Azimuth Mark                     Grid Az
 ED1321:SPC SC       -  TRANSCON GAS PIPELIN MICROWAVE           040 19 00.3
 ED1321:UTM  17      -  TRANSCON GAS PIPELIN MICROWAVE           040 20 02.6
 ED1321
 ED1321|---------------------------------------------------------------------|
 ED1321| PID    Reference Object                     Distance      Geod. Az  |
 ED1321|                                                           dddmmss.s |
 ED1321| ED1958 TRANSCON GAS PIPELIN MICROWAVE      APPROX.10.2 KM 0394303.1 |
 ED1321| ED1320 42 051 AZ MK                        460.298 METERS 1240235.7 |
 ED1321| ED3399 TP SPA 273                          134.699 METERS 13011     |
 ED1321| ED3403 WOODRUFF SELMA BAPTIST CH SP         47.846 METERS 13942     |
 ED1321| ED3388 TP SPA 261                          201.678 METERS 31526     |
 ED1321|---------------------------------------------------------------------|
 ED1321
 ED1321                          SUPERSEDED SURVEY CONTROL
 ED1321
 ED1321  NAD 83(1986)-  34 46 28.52472(N)    082 04 51.08935(W) AD(       ) 2
 ED1321  NAD 27      -  34 46 28.07771(N)    082 04 51.71740(W) AD(       ) 2
 ED1321  NAVD 88 (10/01/92)  240.33   (m)          788.5    (f) LEVELING    3  
 ED1321  NAVD 88 (09/17/91)  240.76   (m)          789.9    (f) LEVELING    3  
 ED1321  NGVD 29 (09/16/91)  240.428  (m)          788.80   (f) ADJUSTED    1 2
 ED1321
 ED1321.Superseded values are not recommended for survey control.
 ED1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1321.See file dsdata.txt to determine how the superseded data were derived.
 ED1321
 ED1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0109848578(NAD 83)
 ED1321_MARKER: DD = SURVEY DISK
 ED1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1321_SP_SET: CONCRETE POST
 ED1321_STAMPING: HORZ 42 051 1982
 ED1321_MARK LOGO: SCGS  
 ED1321_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1321+STABILITY: SURFACE MOTION
 ED1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1321+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1988
 ED1321
 ED1321  HISTORY     - Date     Condition        Report By
 ED1321  HISTORY     - 1982     MONUMENTED       SCGS
 ED1321  HISTORY     - 1982     GOOD             SCGS
 ED1321  HISTORY     - 19880803 GOOD             SCGS
 ED1321  HISTORY     - 19881101 GOOD             SCGS
 ED1321
 ED1321                          STATION DESCRIPTION
 ED1321
 ED1321'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1321'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST-NORTHEAST
 ED1321'OF CRESCENT, 6.4 KM (4.0 MI) NORTHWEST OF WOODRUFF, 6.4 KM
 ED1321'(4.0 MI) SOUTHWEST OF SWITZER, STATION IS SET AT THE
 ED1321'PARSONAGE LAWN OF THE SELMA BAPTIST CHURCH.
 ED1321'OWNERSHIP--REV BENNIE L RIDLEHOOVER JR, ROUTE 1, WOODRUFF
 ED1321'SC 29388, PHONE 803-476-3289.
 ED1321'
 ED1321'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 ED1321'418, 101 AND 146, WHICH IS ABOUT 1.6 KM (1.0 MI) NORTHWEST
 ED1321'OF WOODRUFF.  GO NORTHWESTERLY ON HIGHWAYS 101 AND 146 FOR
 ED1321'3.6 KM (2.25 MI) TO THE AZIMUTH ON THE RIGHT, JUST PAST
 ED1321'COUNTY ROAD S-42-198, CONTINUE AHEAD 0.5 KM (0.3 MI) TO THE
 ED1321'STATION ON THE LEFT AND IN THE FRONT YARD OF A RED BRICK HOME.
 ED1321'
 ED1321'THE STATION IS A STANDARD SCGS DISK
 ED1321'STAMPED---HORZ 42 051 1982---,
 ED1321'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1321'FLUSH WITH GROUND.  IT IS LOCATED
 ED1321'26.0 METERS (85.30 FT) NORTH FROM THE NORTHEAST
 ED1321'CORNER OF A RED BRICK HOME,
 ED1321'21.64 METERS (71.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED1321'CENTER OF A PAVED ROAD,
 ED1321'8.4 METERS (27.55 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 ED1321'CENTER OF HIGHWAYS 101 AND 146,
 ED1321'11.85 METERS (38.87 FT) NORTH-NORTHWEST FROM A POWER POLE AND
 ED1321'2.34 METERS (7.67 FT) EAST-NORTHEAST FROM A CYPRESS TREE.
 ED1321'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1321'STAMPED---HORZ 42 051 1982---,
 ED1321'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1321'
 ED1321'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1321'STAMPED---AZ MK 42 051 1982---,
 ED1321'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1321'FLUSH WITH GROUND.  IT IS LOCATED
 ED1321'9.0 METERS (29.52 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 ED1321'CENTER OF HIGHWAYS 101 AND 146,
 ED1321'10.1 METERS (33.13 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 ED1321'CENTER OF S-42-198,
 ED1321'4.1 METERS (13.45 FT) WEST FROM A POWER POLE WITH TWO
 ED1321'JUNCTION BOXES,
 ED1321'0.87 METER (2.85 FT) EAST-SOUTHEAST FROM A METAL
 ED1321'WITNESS POST AND
 ED1321'0.95 METER (3.11 FT) WEST-NORTHWEST FROM A METAL
 ED1321'WITNESS POST.
 ED1321'
 ED1321'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1321'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1321
 ED1321                          STATION RECOVERY (1982)
 ED1321
 ED1321'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1321'RECOVERED IN GOOD CONDITION.
 ED1321
 ED1321                          STATION RECOVERY (1988)
 ED1321
 ED1321'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1321'STATION IS LOCATED 3.5 MI NORTHWEST OF WOODRUFF.  OWNERSHIP--REV.
 ED1321'BENNIE L. RIDLEHOOVER, JR., ROUTE 1, WOODRUFF, SC 29388.
 ED1321'PHONE-803-476-3289.
 ED1321'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101, 146 AND
 ED1321'U.S. HIGHWAY 221, (0.8 MI NORTHWEST OF WOODRUFF), GO NORTHWEST ON
 ED1321'HIGHWAYS 101 AND 146 FOR 2.7 MI TO THE SELMA CHURCH AND THE JUNCTION
 ED1321'OF STATE ROAD 62 (LAWSON ROAD) AND THE MARK IN THE FRONT YARD OF A
 ED1321'BRICK HOUSE((PARSONAGE FOR CHURCH).
 ED1321'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1321'HIGHWAY, 27.8 FT SOUTHWEST OF THE CENTER OF THE HIGHWAY, 70.7 FT
 ED1321'NORTHWEST OF THE CENTER THE ROAD, 58.5 FT NORTH OF THE EAST CORNER
 ED1321'OF THE BRICK HOUSE, 52.5 FT EAST OF A MAGNOLIA TREE.
 ED1321
 ED1321                          STATION RECOVERY (1988)
 ED1321
 ED1321'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1320 ***********************************************************************
 ED1320  DESIGNATION -  42 051 AZ MK
 ED1320  PID         -  ED1320
 ED1320  STATE/COUNTY-  SC/SPARTANBURG
 ED1320  USGS QUAD   -  REIDVILLE (1983)
 ED1320
 ED1320                         *CURRENT SURVEY CONTROL
 ED1320  ___________________________________________________________________
 ED1320* NAD 83(2001)-  34 46 20.15024(N)    082 04 36.08732(W)     ADJUSTED  
 ED1320* NAVD 88     -       242.577  (meters)     795.85   (feet)  ADJUSTED  
 ED1320  ___________________________________________________________________
 ED1320  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 ED1320  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 ED1320  DYNAMIC HT  -         242.335 (meters)     795.06  (feet)  COMP
 ED1320  MODELED GRAV-     979,630.4   (mgal)                       NAVD 88
 ED1320
 ED1320  HORZ ORDER  -  SECOND
 ED1320  VERT ORDER  -  FIRST     CLASS II
 ED1320
 ED1320.The horizontal coordinates were established by classical geodetic methods
 ED1320.and adjusted by the National Geodetic Survey in March 2004..
 ED1320.No horizontal observational check was made to the station.
 ED1320
 ED1320.The orthometric height was determined by differential leveling
 ED1320.and adjusted by the National Geodetic Survey in June 1991..
 ED1320
 ED1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1320
 ED1320.The geoid height was determined by GEOID03.
 ED1320
 ED1320.The dynamic height is computed by dividing the NAVD 88
 ED1320.geopotential number by the normal gravity value computed on the
 ED1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1320.degrees latitude (g = 980.6199 gals.).
 ED1320
 ED1320.The modeled gravity was interpolated from observed gravity values.
 ED1320
 ED1320;                    North         East     Units Scale Factor Converg.
 ED1320;SPC SC       -   326,444.845   511,043.179   MT  0.99997887   -0 35 48.9
 ED1320;SPC SC       - 1,071,013.27  1,676,650.85   iFT  0.99997887   -0 35 48.9
 ED1320;UTM  17      - 3,848,316.464   401,476.694   MT  0.99971964   -0 36 50.8
 ED1320
 ED1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1320!SPC SC       -   0.99996681  x   0.99997887  =   0.99994568
 ED1320!UTM  17      -   0.99996681  x   0.99971964  =   0.99968646
 ED1320
 ED1320|---------------------------------------------------------------------|
 ED1320| PID    Reference Object                     Distance      Geod. Az  |
 ED1320|                                                           dddmmss.s |
 ED1320| ED3387 TP SPA 260                          197.319 METERS 13150     |
 ED1320| ED3399 TP SPA 273                          326.693 METERS 30131     |
 ED1320| ED1321 42 051                              460.298 METERS 3040244.2 |
 ED1320|---------------------------------------------------------------------|
 ED1320
 ED1320                          SUPERSEDED SURVEY CONTROL
 ED1320
 ED1320  NAD 83(1986)-  34 46 20.16219(N)    082 04 36.08979(W) AD(       ) 2
 ED1320  NAD 27      -  34 46 19.71477(N)    082 04 36.71845(W) AD(       ) 2
 ED1320  NAVD 88 (10/01/92)  242.58   (m)          795.9    (f) LEVELING    3  
 ED1320  NAVD 88 (09/17/91)  243.01   (m)          797.3    (f) LEVELING    3  
 ED1320  NGVD 29 (09/16/91)  242.680  (m)          796.19   (f) ADJUSTED    1 2
 ED1320
 ED1320.Superseded values are not recommended for survey control.
 ED1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1320.See file dsdata.txt to determine how the superseded data were derived.
 ED1320
 ED1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0147748316(NAD 83)
 ED1320_MARKER: DD = SURVEY DISK
 ED1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1320_SP_SET: CONCRETE POST
 ED1320_STAMPING: 42 051 1982
 ED1320_MARK LOGO: SCGS  
 ED1320_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1320+STABILITY: SURFACE MOTION
 ED1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1320+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1988
 ED1320
 ED1320  HISTORY     - Date     Condition        Report By
 ED1320  HISTORY     - 1982     MONUMENTED       SCGS
 ED1320  HISTORY     - 1982     GOOD             SCGS
 ED1320  HISTORY     - 19880803 GOOD             SCGS
 ED1320  HISTORY     - 19881101 GOOD             SCGS
 ED1320
 ED1320                          STATION DESCRIPTION
 ED1320
 ED1320'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1320'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST-NORTHEAST
 ED1320'OF CRESCENT, 6.4 KM (4.0 MI) NORTHWEST OF WOODRUFF, 6.4 KM
 ED1320'(4.0 MI) SOUTHWEST OF SWITZER, STATION IS SET ALONG
 ED1320'ROAD RIGHT-OF-WAY.
 ED1320'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 ED1320'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 ED1320'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 ED1320'
 ED1320'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 ED1320'418, 101 AND 146, WHICH IS ABOUT 1.6 KM (1.0 MI) NORTHWEST OF
 ED1320'WOODRUFF.  GO NORTHWESTERLY ON HIGHWAYS 101 AND 146 FOR 3.6 KM
 ED1320'(2.25 MI) TO THE STATION ON THE RIGHT, JUST AFTER COUNTY
 ED1320'ROAD S-42-198.
 ED1320'
 ED1320'THE STATION IS A STANDARD SCGS DISK
 ED1320'STAMPED---AZ MK 42 051 1982---,
 ED1320'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1320'FLUSH WITH GROUND.  IT IS LOCATED
 ED1320'9.0 METERS (29.52 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 ED1320'CENTER OF HIGHWAYS 101 AND 146,
 ED1320'10.1 METERS (33.13 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 ED1320'CENTER OF S-42-198,
 ED1320'4.1 METERS (13.45 FT) WEST FROM A POWER POLE WITH TWO
 ED1320'JUNCTION BOXES,
 ED1320'0.87 METER (2.85 FT) EAST-SOUTHEAST FROM A METAL
 ED1320'WITNESS POST AND
 ED1320'0.95 METER (3.11 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 ED1320'
 ED1320'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 ED1320'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1320
 ED1320                          STATION RECOVERY (1982)
 ED1320
 ED1320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1320'RECOVERED IN GOOD CONDITION.
 ED1320
 ED1320                          STATION RECOVERY (1988)
 ED1320
 ED1320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1320'STATION IS LOCATED 3.2 MI NORTHWEST OF WOODRUFF.  OWNERSHIP--WILLIAM
 ED1320'B. NASH, P.O. BOX 899, SIMPSONVILLE, SC  29681. PHONE-803-288-7235.
 ED1320'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101, 146 AND
 ED1320'U.S. HIGHWAY 221, (0.8 MI NORTHWEST OF WOODRUFF), GO NORTHWEST ON
 ED1320'HIGHWAYS 101 AND 146 FOR 2.4 MI TO THE JUNCTION OF STATE ROAD 198
 ED1320'(WOFFORD ROAD) AND THE MARK IN THE NORTH ANGLE OF THE JUNCTION.
 ED1320'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1320'HIGHWAY, 30.0 FT NORTHEAST OF THE CENTER OF THE HIGHWAY, 33.1 FT
 ED1320'NORTHWEST OF THE CENTER OF THE ROAD (WOFFORD ROAD), 13.2 FT WEST OF
 ED1320'A POWER POLE WITH A RERFERENCE WASHER ATTACHED, 89.0 FT SOUTHEAST OF
 ED1320'A POWER POLE, 2.6 FT SOUTHEAST OF A WITNESS POST.
 ED1320
 ED1320                          STATION RECOVERY (1988)
 ED1320
 ED1320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1340 ***********************************************************************
 ED1340  DESIGNATION -  42 052
 ED1340  PID         -  ED1340
 ED1340  STATE/COUNTY-  SC/SPARTANBURG
 ED1340  USGS QUAD   -  PELHAM (1983)
 ED1340
 ED1340                         *CURRENT SURVEY CONTROL
 ED1340  ___________________________________________________________________
 ED1340* NAD 83(2001)-  34 50 25.92748(N)    082 10 02.13426(W)     ADJUSTED  
 ED1340* NAVD 88     -       260.620  (meters)     855.05   (feet)  ADJUSTED  
 ED1340  ___________________________________________________________________
 ED1340  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ED1340  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 ED1340  DYNAMIC HT  -         260.359 (meters)     854.19  (feet)  COMP
 ED1340  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 ED1340
 ED1340  HORZ ORDER  -  SECOND
 ED1340  VERT ORDER  -  FIRST     CLASS II
 ED1340
 ED1340.The horizontal coordinates were established by classical geodetic methods
 ED1340.and adjusted by the National Geodetic Survey in March 2004..
 ED1340
 ED1340.The orthometric height was determined by differential leveling
 ED1340.and adjusted by the National Geodetic Survey in June 1991..
 ED1340
 ED1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1340
 ED1340.The geoid height was determined by GEOID03.
 ED1340
 ED1340.The dynamic height is computed by dividing the NAVD 88
 ED1340.geopotential number by the normal gravity value computed on the
 ED1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1340.degrees latitude (g = 980.6199 gals.).
 ED1340
 ED1340.The modeled gravity was interpolated from observed gravity values.
 ED1340
 ED1340;                    North         East     Units Scale Factor Converg.
 ED1340;SPC SC       -   334,108.127   502,838.701   MT  1.00000257   -0 38 49.7
 ED1340;SPC SC       - 1,096,155.27  1,649,733.27   iFT  1.00000257   -0 38 49.7
 ED1340;UTM  17      - 3,855,980.391   393,276.825   MT  0.99974038   -0 40 00.9
 ED1340
 ED1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1340!SPC SC       -   0.99996400  x   1.00000257  =   0.99996657
 ED1340!UTM  17      -   0.99996400  x   0.99974038  =   0.99970438
 ED1340
 ED1340:                Primary Azimuth Mark                     Grid Az
 ED1340:SPC SC       -  42 052 AZ MK                             041 51 59.6
 ED1340:UTM  17      -  42 052 AZ MK                             041 53 10.8
 ED1340
 ED1340|---------------------------------------------------------------------|
 ED1340| PID    Reference Object                     Distance      Geod. Az  |
 ED1340|                                                           dddmmss.s |
 ED1340| ED1339 42 052 AZ MK                        403.946 METERS 0411309.9 |
 ED1340| ED3357 PELHAM BURNSVIEW BAP CH SPIRE        33.291 METERS 30200     |
 ED1340|---------------------------------------------------------------------|
 ED1340
 ED1340                          SUPERSEDED SURVEY CONTROL
 ED1340
 ED1340  NAD 83(1986)-  34 50 25.93797(N)    082 10 02.13631(W) AD(       ) 2
 ED1340  NAD 27      -  34 50 25.49985(N)    082 10 02.74962(W) AD(       ) 2
 ED1340  NAVD 88 (10/01/92)  260.62   (m)          855.1    (f) LEVELING    3  
 ED1340  NAVD 88 (09/17/91)  261.05   (m)          856.5    (f) LEVELING    3  
 ED1340  NGVD 29 (09/16/91)  260.715  (m)          855.36   (f) ADJUSTED    1 2
 ED1340
 ED1340.Superseded values are not recommended for survey control.
 ED1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1340.See file dsdata.txt to determine how the superseded data were derived.
 ED1340
 ED1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9327755980(NAD 83)
 ED1340_MARKER: DD = SURVEY DISK
 ED1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1340_SP_SET: CONCRETE POST
 ED1340_STAMPING: HORZ 42 052 1982
 ED1340_MARK LOGO: SCGS  
 ED1340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1340+STABILITY: SURFACE MOTION
 ED1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1340+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 ED1340
 ED1340  HISTORY     - Date     Condition        Report By
 ED1340  HISTORY     - 1982     MONUMENTED       SCGS
 ED1340  HISTORY     - 1982     GOOD             SCGS
 ED1340  HISTORY     - 19880803 GOOD             SCGS
 ED1340  HISTORY     - 19881101 GOOD             SCGS
 ED1340  HISTORY     - 19990115 GOOD             SCGS
 ED1340  HISTORY     - 20000801 GOOD             SCGS
 ED1340
 ED1340                          STATION DESCRIPTION
 ED1340
 ED1340'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1340'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTHWEST OF
 ED1340'CRESCENT, 4.8 KM (3.0 MI) SOUTHWEST OF REIDVILLE, 4.8 KM
 ED1340'(3.0 MI) EAST OF PELHAM, STATION SET AT THE BURNSVILLE BAPTIST
 ED1340'CHURCH.
 ED1340'OWNERSHIP--REVERAND TALMADGE H PARRIS, ROUTE 1 HWY 296, GREER SC
 ED1340'29651, PHONE 803-877-3964.
 ED1340'
 ED1340'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED1340'101 AND 296, WHICH IS ABOUT 4.8 KM (3.0 MI) WEST SOUTHWEST
 ED1340'OF REIDVILLE.  GO SOUTHWESTERLY ON HIGHWAY 296 FOR 1.2 KM
 ED1340'(0.75 MI) TO THE AZIMUTH ON THE RIGHT, CONTINUE AHEAD 0.4 KM
 ED1340'(0.25 MI) TO THE STATION ON THE RIGHT, BY SIGN FOR THE CHURCH.
 ED1340'
 ED1340'THE STATION IS A STANDARD SCGS DISK
 ED1340'STAMPED---HORZ 42 052 1982---,
 ED1340'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1340'FLUSH WITH GROUND.  IT IS LOCATED
 ED1340'31.67 METERS (103.9 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 ED1340'CENTER OF THE ENTRANCE DOORS TO THE CHURCH,
 ED1340'17.36 METERS (56.96 FT) NORTH-NORTHEAST FROM A POWER POLE
 ED1340'WITH FOUR GUY WIRES,
 ED1340'7.87 METERS (25.82 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED1340'CENTER OF HIGHWAY 296 AND
 ED1340'3.4 METERS (11.15 FT) EAST FROM THE APPROXIMATE
 ED1340'CENTER OF A PLANTER WITH SIGN FOR CHURCH ON TOP.
 ED1340'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1340'STAMPED---HORZ 42 052 1982---,
 ED1340'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1340'
 ED1340'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 ED1340'STAMPED---AZ MK 42 052 1982---,
 ED1340'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1340'FLUSH WITH GROUND.  IT IS LOCATED
 ED1340'15.75 METERS (51.67 FT) NORTH-NORTHWEST FROM THE
 ED1340'APPROXIMATE CENTER OF HIGHWAY 296,
 ED1340'6.4 METERS (21.0 FT) NORTHEAST FROM A TELEPHONE POLE
 ED1340'WITH GUY WIRE,
 ED1340'1.44 METERS (4.73 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 ED1340'1.30 METERS (4.26 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 ED1340'
 ED1340'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1340'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1340
 ED1340                          STATION RECOVERY (1982)
 ED1340
 ED1340'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1340'RECOVERED IN GOOD CONDITION.
 ED1340
 ED1340                          STATION RECOVERY (1988)
 ED1340
 ED1340'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1340'STATION IS LOCATED 3.6 MI SOUTHWEST OF REIDVILLE, 3.4 MI EAST
 ED1340'SOUTHEAST OF PELHAM.  OWNERSHIP--REV. T. H. PARRIS, ROUTE 1 HIGHWAY
 ED1340'296, GREER, SC  29651. PHONE-803-877-3964.
 ED1340'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 296,
 ED1340'(2.2 MI WEST SOUTHWEST OF REIDVILLE), GO SOUTHWEST ON HIGHWAY 296
 ED1340'FOR 1.4 MI TO THE BURNSVIEW CHURCH ON THE RIGHT AND THE MARK IN THE
 ED1340'FRONT YARD NEAR A SIGN POST.
 ED1340'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FT ABOVE
 ED1340'THE HIGHWAY, 25.4 FT NORTHWEST OF THE CENTER OF THE HIGHWAY,
 ED1340'8.2 FT EAST NORTHEAST OF THE EAST CORNER OF THE BRICK SIGN BASE,
 ED1340'105.3 FT SOUTHEAST OF THE EAST CORNER OF THE CHURCH, 56.4 FT
 ED1340'SOUTHWEST OF A POWER POLE WITH FIVE GUY WIRES.
 ED1340
 ED1340                          STATION RECOVERY (1988)
 ED1340
 ED1340'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1340'RECOVERED IN GOOD CONDITION.
 ED1340
 ED1340                          STATION RECOVERY (1999)
 ED1340
 ED1340'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 ED1340'STATION IS LOCATED 3.6 MILES (5.8 KM) SOUTHWEST OF REIDVILLE, 3.4
 ED1340'MILES (5.5 KM) EAST OF PELHAM.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1340'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1340'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED1340'HIGHWAYS 101 AND 296, 2.2 MILES (3.5 KM) WEST SOUTHWEST OF REIDVILLE,
 ED1340'GO SOUTHWEST ON HIGHWAY 296 FOR 1.4 MILES (2.3 KM) TO THE STATION ON
 ED1340'THE RIGHT NEAR A BRICK PLANTER IN THE FRONT YARD OF THE BURNSVILLE
 ED1340'CHURCH.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5
 ED1340'FOOT (15.2 CM) ABOVE THE HIGHWAY, 25.4 FEET (7.7 M) NORTHWEST OF THE
 ED1340'CENTER OF THE HIGHWAY, 8.2 FEET (2.5 M) EAST NORTHEAST OF THE EAST
 ED1340'CORNER OF THE BRICK PLANTER, 105.3 FEET (32.1 M) SOUTHEAST OF THE EAST
 ED1340'CORNER OF THE CHURCH, 56.9 FEET (17.3 M) SOUTHWEST OF A POWER POLE
 ED1340'M19, 114.2 FEET (34.8 M) NORTHEAST OF A FIRE HYDRANT, 13.5 FEET (4.1
 ED1340'M) SOUTHEAST OF THE SOUTHEAST EDGE OF A PAVED PARKING LOT FOR THE
 ED1340'CHURCH.  RECOVERED BY D.D.  WOODS.
 ED1340
 ED1340                          STATION RECOVERY (2000)
 ED1340
 ED1340'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1340'STATION IS LOCATED 3.4 MILES (5.5 KM) SOUTHWEST OF REIDVILLE, 16.3
 ED1340'MILES (26.2 KM) WEST SOUTHWEST OF SPARTANBURG.  OWNERSHIP--SCDOT,
 ED1340'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1340'803-737-1350.  TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF
 ED1340'STATE HIGHWAYS 101 AND 296, 2.2 MILES (3.5 KM) SOUTHWEST OF REIDVILLE,
 ED1340'GO SOUTHWEST ON HIGHWAY 296 FOR 1.4 MILES (2.3 KM) TO THE STATION ON
 ED1340'THE RIGHT NEAR A BRICK AND METAL SIGN FOR THE BURNSVIEW BAPTIST
 ED1340'CHURCH.  STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 ED1340'(15.2 CM) ABOVE THE HIGHWAY, 26.0 FEET (7.9 M) NORTHWEST OF THE CENTER
 ED1340'OF THE HIGHWAY, 8.5 FEET (2.6 M) EAST NORTHEAST OF THE EAST CORNER OF
 ED1340'THE BRICK SIGN BASE, 57.0 FEET (17.4 M) SOUTHWEST OF POWER POLE NUMBER
 ED1340'M19 WITH A SECURITY LIGHT ATTACHED, 114.4 FEET (34.9 M) NORTHEAST OF A
 ED1340'FIRE HYDRANT, 49.2 FEET (15.0 M) SOUTHEAST OF A FLAGPOLE.  RECOVERED
 ED1340'BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1339 ***********************************************************************
 ED1339  DESIGNATION -  42 052 AZ MK
 ED1339  PID         -  ED1339
 ED1339  STATE/COUNTY-  SC/SPARTANBURG
 ED1339  USGS QUAD   -  PELHAM (1983)
 ED1339
 ED1339                         *CURRENT SURVEY CONTROL
 ED1339  ___________________________________________________________________
 ED1339* NAD 83(2001)-  34 50 35.78731(N)    082 09 51.65733(W)     ADJUSTED  
 ED1339* NAVD 88     -       256.606  (meters)     841.88   (feet)  ADJUSTED  
 ED1339  ___________________________________________________________________
 ED1339  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ED1339  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 ED1339  DYNAMIC HT  -         256.349 (meters)     841.04  (feet)  COMP
 ED1339  MODELED GRAV-     979,625.9   (mgal)                       NAVD 88
 ED1339
 ED1339  HORZ ORDER  -  SECOND
 ED1339  VERT ORDER  -  FIRST     CLASS II
 ED1339
 ED1339.The horizontal coordinates were established by classical geodetic methods
 ED1339.and adjusted by the National Geodetic Survey in March 2004..
 ED1339
 ED1339.The orthometric height was determined by differential leveling
 ED1339.and adjusted by the National Geodetic Survey in June 1991..
 ED1339
 ED1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1339
 ED1339.The geoid height was determined by GEOID03.
 ED1339
 ED1339.The dynamic height is computed by dividing the NAVD 88
 ED1339.geopotential number by the normal gravity value computed on the
 ED1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1339.degrees latitude (g = 980.6199 gals.).
 ED1339
 ED1339.The modeled gravity was interpolated from observed gravity values.
 ED1339
 ED1339;                    North         East     Units Scale Factor Converg.
 ED1339;SPC SC       -   334,408.946   503,108.294   MT  1.00000355   -0 38 43.9
 ED1339;SPC SC       - 1,097,142.21  1,650,617.76   iFT  1.00000355   -0 38 43.9
 ED1339;UTM  17      - 3,856,281.039   393,546.451   MT  0.99973967   -0 39 55.1
 ED1339
 ED1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1339!SPC SC       -   0.99996463  x   1.00000355  =   0.99996818
 ED1339!UTM  17      -   0.99996463  x   0.99973967  =   0.99970431
 ED1339
 ED1339:                Primary Azimuth Mark                     Grid Az
 ED1339:SPC SC       -  42 052                                   221 51 59.8
 ED1339:UTM  17      -  42 052                                   221 53 11.0
 ED1339
 ED1339|---------------------------------------------------------------------|
 ED1339| PID    Reference Object                     Distance      Geod. Az  |
 ED1339|                                                           dddmmss.s |
 ED1339| ED1340 42 052                              403.946 METERS 2211315.9 |
 ED1339|---------------------------------------------------------------------|
 ED1339
 ED1339                          SUPERSEDED SURVEY CONTROL
 ED1339
 ED1339  NAD 83(1986)-  34 50 35.79779(N)    082 09 51.65937(W) AD(       ) 2
 ED1339  NAD 27      -  34 50 35.35976(N)    082 09 52.27281(W) AD(       ) 2
 ED1339  NAVD 88 (10/01/92)  256.61   (m)          841.9    (f) LEVELING    3  
 ED1339  NAVD 88 (09/17/91)  257.04   (m)          843.3    (f) LEVELING    3  
 ED1339  NGVD 29 (09/16/91)  256.701  (m)          842.19   (f) ADJUSTED    1 2
 ED1339
 ED1339.Superseded values are not recommended for survey control.
 ED1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1339.See file dsdata.txt to determine how the superseded data were derived.
 ED1339
 ED1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9354656281(NAD 83)
 ED1339_MARKER: DD = SURVEY DISK
 ED1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1339_SP_SET: CONCRETE POST
 ED1339_STAMPING: AZ MK 42 052 1982
 ED1339_MARK LOGO: SCGS  
 ED1339_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1339+STABILITY: SURFACE MOTION
 ED1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1339+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2000
 ED1339
 ED1339  HISTORY     - Date     Condition        Report By
 ED1339  HISTORY     - 1982     MONUMENTED       SCGS
 ED1339  HISTORY     - 1982     GOOD             SCGS
 ED1339  HISTORY     - 19880803 GOOD             SCGS
 ED1339  HISTORY     - 19881101 GOOD             SCGS
 ED1339  HISTORY     - 20000823 MARK NOT FOUND   SCGS
 ED1339
 ED1339                          STATION DESCRIPTION
 ED1339
 ED1339'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 ED1339'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTHWEST OF
 ED1339'CRESCENT, 4.8 KM (3.0 MI) SOUTHWEST OF REIDVILLE,
 ED1339'4.8 KM (3.0 MI) EAST OF PELHAM, STATION SET ALONG ROAD
 ED1339'RIGHT-OF-WAY.
 ED1339'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 ED1339'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 ED1339'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 ED1339'
 ED1339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ED1339'101 AND 296, WHICH IS ABOUT 4.8 KM (3.0 MI) WEST-SOUTHWEST
 ED1339'OF REIDVILLE.  GO SOUTHWESTERLY ON HIGHWAY 296 FOR 1.2 KM
 ED1339'(0.75 MI) TO THE STATION ON THE RIGHT.
 ED1339'
 ED1339'THE STATION IS A STANDARD SCGS DISK
 ED1339'STAMPED---AZ MK 42 052 1982---,
 ED1339'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1339'FLUSH WITH GROUND.  IT IS LOCATED
 ED1339'15.75 METERS (51.67 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 ED1339'CENTER OF HIGHWAY 296,
 ED1339'6.40 METERS (21.0 FT) NORTHEAST FROM A TELEPHONE POLE
 ED1339'WITH GUY WIRE,
 ED1339'1.44 METERS (4.73 FT) WEST-SOUTHWEST FROM A
 ED1339'METAL WITNESS POST.
 ED1339'1.30 METERS (4.26 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 ED1339'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 ED1339'STAMPED---AZ MK 42 052 1982---,
 ED1339'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 ED1339'
 ED1339'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 ED1339'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ED1339
 ED1339                          STATION RECOVERY (1982)
 ED1339
 ED1339'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1339'RECOVERED IN GOOD CONDITION.
 ED1339
 ED1339                          STATION RECOVERY (1988)
 ED1339
 ED1339'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1339'STATION IS LOCATED 3.5 MI SOUTHWEST OF REIDVILLE, 3.5 MI EAST
 ED1339'SOUTHEAST OF PELHAM.  OWNERSHIP--RONALD L. POWERS, ROUTE 1, GREER, SC
 ED1339'29651. PHONE-803-879-3258.
 ED1339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 296,
 ED1339'(2.2 MI WEST SOUTHWEST OF REIDVILLE), GO SOUTHWEST ON HIGHWAY 296
 ED1339'FOR 1.1 MI TO THE MARK ON THE RIGHT, NEAR A POWER POLE IN THE WEST
 ED1339'CORNER OF A PLOWED AREA.
 ED1339'STATION IS A CONCRETE POST RECESSED 3-INCHES AND LEVEL WITH THE
 ED1339'HIGHWAY, 52.1 FT NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 ED1339'21.3 FT NORTHEAST OF A POWER P0LE WITH TWO GUY WIRES, 85.8 FT EAST
 ED1339'OF THE EAST CORNER OF A CONCRETE BLOCK BUILDING, 20.8 FT EAST OF THE
 ED1339'WITNESS POST.
 ED1339
 ED1339                          STATION RECOVERY (1988)
 ED1339
 ED1339'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1339'RECOVERED IN GOOD CONDITION.
 ED1339
 ED1339                          STATION RECOVERY (2000)
 ED1339
 ED1339'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1339'NOT RECOVERED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL
 ED1339'TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION
 ED1339'WITH NO RESULTS, MEASUREMENTS LEAD TO A HOLE WITH BROKEN CONCRETE,
 ED1339'PRESUMED DESTROYED.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1128 ***********************************************************************
 EC1128  DESIGNATION -  42 053
 EC1128  PID         -  EC1128
 EC1128  STATE/COUNTY-  SC/SPARTANBURG
 EC1128  USGS QUAD   -  ENOREE (1969)
 EC1128
 EC1128                         *CURRENT SURVEY CONTROL
 EC1128  ___________________________________________________________________
 EC1128* NAD 83(2001)-  34 42 12.07300(N)    081 57 12.59588(W)     ADJUSTED  
 EC1128* NAVD 88     -       217.058  (meters)     712.13   (feet)  ADJUSTED  
 EC1128  ___________________________________________________________________
 EC1128  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EC1128  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 EC1128  DYNAMIC HT  -         216.843 (meters)     711.43  (feet)  COMP
 EC1128  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 EC1128
 EC1128  HORZ ORDER  -  SECOND
 EC1128  VERT ORDER  -  FIRST     CLASS II
 EC1128
 EC1128.The horizontal coordinates were established by classical geodetic methods
 EC1128.and adjusted by the National Geodetic Survey in March 2004..
 EC1128
 EC1128.The orthometric height was determined by differential leveling
 EC1128.and adjusted by the National Geodetic Survey in June 1991..
 EC1128
 EC1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1128
 EC1128.The geoid height was determined by GEOID03.
 EC1128
 EC1128.The dynamic height is computed by dividing the NAVD 88
 EC1128.geopotential number by the normal gravity value computed on the
 EC1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1128.degrees latitude (g = 980.6199 gals.).
 EC1128
 EC1128.The modeled gravity was interpolated from observed gravity values.
 EC1128
 EC1128;                    North         East     Units Scale Factor Converg.
 EC1128;SPC SC       -   318,690.035   522,248.917   MT  0.99995640   -0 31 43.0
 EC1128;SPC SC       - 1,045,570.98  1,713,415.08   iFT  0.99995640   -0 31 43.0
 EC1128;UTM  17      - 3,840,560.607   412,677.381   MT  0.99969398   -0 32 34.4
 EC1128
 EC1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1128!SPC SC       -   0.99997079  x   0.99995640  =   0.99992719
 EC1128!UTM  17      -   0.99997079  x   0.99969398  =   0.99966477
 EC1128
 EC1128:                Primary Azimuth Mark                     Grid Az
 EC1128:SPC SC       -  42 053 AZ MK                             034 10 33.4
 EC1128:UTM  17      -  42 053 AZ MK                             034 11 24.8
 EC1128
 EC1128|---------------------------------------------------------------------|
 EC1128| PID    Reference Object                     Distance      Geod. Az  |
 EC1128|                                                           dddmmss.s |
 EC1128| EC1129 42 053 AZ MK                        APPROX. 0.6 KM 0333850.4 |
 EC1128| EC2705 TP SPA 64                           228.905 METERS 07325     |
 EC1128|---------------------------------------------------------------------|
 EC1128
 EC1128                          SUPERSEDED SURVEY CONTROL
 EC1128
 EC1128  NAD 83(1986)-  34 42 12.08271(N)    081 57 12.60047(W) AD(       ) 2
 EC1128  NAD 27      -  34 42 11.61405(N)    081 57 13.25234(W) AD(       ) 2
 EC1128  NAVD 88 (10/01/92)  217.06   (m)          712.1    (f) LEVELING    3  
 EC1128  NAVD 88 (07/30/91)  217.49   (m)          713.5    (f) LEVELING    3  
 EC1128  NGVD 29 (09/16/91)  217.188  (m)          712.56   (f) ADJUSTED    1 2
 EC1128
 EC1128.Superseded values are not recommended for survey control.
 EC1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1128.See file dsdata.txt to determine how the superseded data were derived.
 EC1128
 EC1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1267740561(NAD 83)
 EC1128_MARKER: DD = SURVEY DISK
 EC1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1128_SP_SET: CONCRETE POST
 EC1128_STAMPING: HORZ 42 053 1982
 EC1128_MARK LOGO: SCGS  
 EC1128_PROJECTION: FLUSH
 EC1128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1128+STABILITY: SURFACE MOTION
 EC1128
 EC1128  HISTORY     - Date     Condition        Report By
 EC1128  HISTORY     - 1982     MONUMENTED       SCGS
 EC1128  HISTORY     - 1987     GOOD             SCGS
 EC1128
 EC1128                          STATION DESCRIPTION
 EC1128
 EC1128'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1128'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) NORTHWEST
 EC1128'OF CROSS ANCHOR, 9.6 KM (6.0 MI) SOUTHEAST OF WOODRUFF,
 EC1128'6.4 KM (4.0 MI) NORTH-NORTHEAST OF ENOREE, STATION SET ALONG
 EC1128'ROAD RIGHT-OF-WAY.
 EC1128'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1128'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1128'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1128'
 EC1128'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1128'146 AND INTERSTATE 26, WHICH IS ABOUT 6.4 KM (4.0 MI)
 EC1128'NORTHEAST OF ENOREE.  GO NORTHEASTERLY ON HIGHWAY 146 FOR
 EC1128'3.4 KM (2.1 MI) TO A PAVED CROSS ROAD, TURN RIGHT AND GO
 EC1128'0.2 KM (0.15 MI) TO A PAVED CROSSROAD AND THE STATION SET
 EC1128'IN THE SOUTHEAST CORNER.
 EC1128'
 EC1128'THE STATION IS A STANDARD SCGS DISK
 EC1128'STAMPED---HORZ 42 053 1982---,
 EC1128'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1128'FLUSH WITH GROUND.  IT IS LOCATED
 EC1128'26.80 METERS (87.91 FT) SOUTH FROM THE APPROXIMATE
 EC1128'CENTER OF PAVED CROSSROAD,
 EC1128'5.64 METERS (18.50 FT) EAST FROM THE APPROXIMATE CENTER
 EC1128'OF ROUTE 2,
 EC1128'8.40 METERS (27.55 FT) NORTH FROM THE WIRE FENCE CORNER AND
 EC1128'2.10 METERS (6.90 FT) WEST FROM A METAL WITNESS POST.
 EC1128'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1128'STAMPED---HORZ 42 053 1982---,
 EC1128'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1128'
 EC1128'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1128'STAMPED---AZ MK 42 053 1982---,
 EC1128'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1128'FLUSH WITH GROUND.  IT IS LOCATED
 EC1128'21.2 METERS (69.55 FT) SOUTH FROM THE APPROXIMATE
 EC1128'CENTER OF THE FIRE TOWER BASE,
 EC1128'5.2 METERS (17.0 FT) EAST FROM A TWIN-TRUNK PINE TREE,
 EC1128'2.3 METERS (7.55 FT) NORTH-NORTHWEST FROM THE FENCELINE AND
 EC1128'2.15 METERS (7.0 FT) NORTH-NORTHWEST FROM THE METAL WITNESS
 EC1128'POST.
 EC1128'
 EC1128'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON PAVED
 EC1128'ROAD FOR 0.6 KM (0.4 MI) TO THE ENTRANCE TO THE HOBBYSVILLE
 EC1128'FIRE TOWER, TURN RIGHT AND GO 0.1 KM (0.05 MI) TO THE TOWER
 EC1128'AND THE AZIMUTH.
 EC1128'
 EC1128'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EC1128'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1128
 EC1128                          STATION RECOVERY (1987)
 EC1128
 EC1128'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1128'3.5 MI NORTH FROM ENOREE.
 EC1128'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 146
 EC1128'(3.4 MI NORTH NORTHEAST OF ENOREE), GO WEST NORTHWEST ON HIGHWAY 146
 EC1128'FOR 0.8 MI TO A CROSSROAD (MOUNT SHOALS ROAD, 4-2892), TURN RIGHT
 EC1128'FOR 0.15 MI TO THE JUNCTION OF STATE ROAD 87 AND THE MARK ON THE
 EC1128'RIGHT, 18.0 FT EAST SOUTHEAST OF THE CENTER OF MOUNT SHOALS ROAD,
 EC1128'87.6 FT SOUTH OF THE CENTER OF THE JUNCTION OF MOUNT SHOALS ROAD AND
 EC1128'ROAD 87, 203.7 FT NORTH OF A POWER POLE WITH A TRANSFORMER AND A
 EC1128'REFERENCE WASHER ATTACHED, 84.6 FT SOUTH SOUTHEAST OF THE CENTER OF
 EC1128'ROAD 87.
 EC1128'THE MARK IS 6.7 FT  WNW FROM  A WITNESS POST
 EC1128'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1129 ***********************************************************************
 EC1129  DESIGNATION -  42 053 AZ MK
 EC1129  PID         -  EC1129
 EC1129  STATE/COUNTY-  SC/SPARTANBURG
 EC1129  USGS QUAD   -  ENOREE (1969)
 EC1129
 EC1129                         *CURRENT SURVEY CONTROL
 EC1129  ___________________________________________________________________
 EC1129* NAD 83(2001)-  34 42 27.36197(N)    081 57 00.27311(W)     ADJUSTED  
 EC1129* NAVD 88     -       222.993  (meters)     731.60   (feet)  ADJUSTED  
 EC1129  ___________________________________________________________________
 EC1129  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EC1129  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EC1129  DYNAMIC HT  -         222.772 (meters)     730.88  (feet)  COMP
 EC1129  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 EC1129
 EC1129  HORZ ORDER  -  SECOND
 EC1129  VERT ORDER  -  FIRST     CLASS II
 EC1129
 EC1129.The horizontal coordinates were established by classical geodetic methods
 EC1129.and adjusted by the National Geodetic Survey in March 2004..
 EC1129.No horizontal observational check was made to the station.
 EC1129
 EC1129.The orthometric height was determined by differential leveling
 EC1129.and adjusted by the National Geodetic Survey in June 1991..
 EC1129
 EC1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1129
 EC1129.The geoid height was determined by GEOID03.
 EC1129
 EC1129.The dynamic height is computed by dividing the NAVD 88
 EC1129.geopotential number by the normal gravity value computed on the
 EC1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1129.degrees latitude (g = 980.6199 gals.).
 EC1129
 EC1129.The modeled gravity was interpolated from observed gravity values.
 EC1129
 EC1129;                    North         East     Units Scale Factor Converg.
 EC1129;SPC SC       -   319,158.242   522,566.823   MT  0.99995774   -0 31 36.2
 EC1129;SPC SC       - 1,047,107.09  1,714,458.08   iFT  0.99995774   -0 31 36.2
 EC1129;UTM  17      - 3,841,028.611   412,995.320   MT  0.99969330   -0 32 27.6
 EC1129
 EC1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1129!SPC SC       -   0.99996986  x   0.99995774  =   0.99992760
 EC1129!UTM  17      -   0.99996986  x   0.99969330  =   0.99966317
 EC1129
 EC1129:                Primary Azimuth Mark                     Grid Az
 EC1129:SPC SC       -  TP SPA 64                                193 35 51.5
 EC1129:UTM  17      -  TP SPA 64                                193 36 42.9
 EC1129
 EC1129|---------------------------------------------------------------------|
 EC1129| PID    Reference Object                     Distance      Geod. Az  |
 EC1129|                                                           dddmmss.s |
 EC1129| EC2705 TP SPA 64                           416.597 METERS 1930415.3 |
 EC1129| EC1128 42 053                              APPROX. 0.6 KM 2133857.5 |
 EC1129|---------------------------------------------------------------------|
 EC1129
 EC1129                          SUPERSEDED SURVEY CONTROL
 EC1129
 EC1129  NAD 83(1986)-  34 42 27.37203(N)    081 57 00.27792(W) AD(       ) 2
 EC1129  NAD 27      -  34 42 26.90327(N)    081 57 00.92934(W) AD(       ) 2
 EC1129  NAVD 88 (10/01/92)  222.99   (m)          731.6    (f) LEVELING    3  
 EC1129  NAVD 88 (07/30/91)  223.43   (m)          733.0    (f) LEVELING    3  
 EC1129  NGVD 29 (09/16/91)  223.123  (m)          732.03   (f) ADJUSTED    1 2
 EC1129
 EC1129.Superseded values are not recommended for survey control.
 EC1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1129.See file dsdata.txt to determine how the superseded data were derived.
 EC1129
 EC1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1299541029(NAD 83)
 EC1129_MARKER: DD = SURVEY DISK
 EC1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1129_SP_SET: CONCRETE POST
 EC1129_STAMPING: AZ MK 42 053 1982
 EC1129_MARK LOGO: SCGS  
 EC1129_PROJECTION: FLUSH
 EC1129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1129+STABILITY: SURFACE MOTION
 EC1129
 EC1129  HISTORY     - Date     Condition        Report By
 EC1129  HISTORY     - 1982     MONUMENTED       SCGS
 EC1129  HISTORY     - 1987     GOOD             SCGS
 EC1129
 EC1129                          STATION DESCRIPTION
 EC1129
 EC1129'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1129'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHEAST
 EC1129'OF CROSS ANCHOR, 9.6 KM (6.0 MI) SOUTHEAST OF WOODRUFF,
 EC1129'6.4 KM (4.0 MI) NORTH-NORTHEAST OF ENOREE, STATION IS
 EC1129'SET BESIDE THE HOBBYSVILLE FIRE TOWER.
 EC1129'OWNERSHIP--SC STATE COMMISSION OF FORESTRY, JOHN M SHIRER-ASSIST
 EC1129'STATE FORESTER, PO BOX 21707, COLUMBIA SC 29221.
 EC1129'
 EC1129'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND
 EC1129'INTERSTATE 26, WHICH IS ABOUT 6.4 KM (4.0 MI) NORTHEAST OF
 EC1129'ENOREE.  GO NORTHEASTERLY ON HIGHWAY 146 FOR 1.3 KM (0.8 MI) TO
 EC1129'A PAVED CROSSROAD, TURN RIGHT AND GO 0.2 KM (0.15 MI) TO A
 EC1129'PAVED CROSSROAD AND STATION 42 053 SCGS SET IN THE
 EC1129'SOUTHEAST CORNER, CONTINUE NORTH ON PAVED ROAD FOR 0.6 KM
 EC1129'(0.4 MI) TO THE ENTRANCE TO THE HOBBYSVILLE FIRE TOWER, TURN
 EC1129'RIGHT AND GO 0.1 KM (0.05 MI) TO THE FIRE TOWER AND THE STATION.
 EC1129'
 EC1129'THE STATION IS A STANDARD SCGS DISK
 EC1129'STAMPED---AZ MK 42 053 1982---,
 EC1129'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1129'FLUSH WITH GROUND.  IT IS LOCATED
 EC1129'21.2 METERS (69.55 FT) SOUTH FROM THE APPROXIMATE
 EC1129'CENTER OF THE FIRE TOWER BASE,
 EC1129'5.20 METERS (17.0 FT) EAST FROM A TWIN-TRUNK PINE TREE,
 EC1129'2.30 METERS (7.50 FT) NORTH-NORTHWEST FROM THE FENCELINE AND
 EC1129'2.15 METERS (7.0 FT) NORTH-NORTHWEST FROM A METAL WITNESS
 EC1129'POST.
 EC1129'
 EC1129'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 EC1129'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1129
 EC1129                          STATION RECOVERY (1987)
 EC1129
 EC1129'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1129'3.8 MI NORTH FROM ENOREE.
 EC1129'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 146
 EC1129'(3.4 MI NORTH NORTHEAST OF ENOREE), GO WEST NORTHWEST ON HIGHWAY 146
 EC1129'FOR 0.8 MI TO A CROSSROAD (MOUNT SHOALS ROAD, 4-2892), TURN RIGHT
 EC1129'FOR 0.15 MI TO A CROSSROAD (STATE ROAD 87), CONTINUE AHEAD FOR 0.4
 EC1129'MI TO A SAND DRIVEWAY ON THE RIGHT LEADING TO THE HOBBYSVILLE LOOKOUT
 EC1129'TOWER, TURN RIGHT FOR 0.05 MI TO THE TOWER ON THE RIGHT AND THE MARK
 EC1129'ON THE SOUTH SIDE OF THE TOWER IN A FENCE LINE, 70.2 FT SOUTH
 EC1129'SOUTHWEST OF THE SOUTHEAST LEG OF THE TOWER, 213.6 FT WEST SOUTHWEST
 EC1129'OF THE SOUTHWEST CORNER OF A SHINGLE-SIDED HOUSE, 18.7 FT EAST OF
 EC1129'A 13-INCH PINE TREE WITH A REFERENCE WASHER ATTACHED, 7.6 FT NORTH
 EC1129'OF THE FENCE.
 EC1129'THE MARK IS 6.9 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1827 ***********************************************************************
 EC1827  DESIGNATION -  42 054
 EC1827  PID         -  EC1827
 EC1827  STATE/COUNTY-  SC/SPARTANBURG
 EC1827  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1827
 EC1827                         *CURRENT SURVEY CONTROL
 EC1827  ___________________________________________________________________
 EC1827* NAD 83(2001)-  34 47 52.83315(N)    081 49 23.44332(W)     ADJUSTED  
 EC1827* NAVD 88     -       221.4    (meters)     726.     (feet)  VERT ANG  
 EC1827  ___________________________________________________________________
 EC1827  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EC1827  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EC1827
 EC1827  HORZ ORDER  -  SECOND
 EC1827
 EC1827.The horizontal coordinates were established by classical geodetic methods
 EC1827.and adjusted by the National Geodetic Survey in March 2004..
 EC1827
 EC1827.The orthometric height was determined by vertical angle observations.
 EC1827
 EC1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1827
 EC1827.The geoid height was determined by GEOID03.
 EC1827
 EC1827;                    North         East     Units Scale Factor Converg.
 EC1827;SPC SC       -   329,087.499   534,271.054   MT  0.99998764   -0 27 22.9
 EC1827;SPC SC       - 1,079,683.40  1,752,857.79   iFT  0.99998764   -0 27 22.9
 EC1827;UTM  17      - 3,850,952.143   424,698.548   MT  0.99966989   -0 28 11.3
 EC1827
 EC1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1827!SPC SC       -   0.99997014  x   0.99998764  =   0.99995778
 EC1827!UTM  17      -   0.99997014  x   0.99966989  =   0.99964004
 EC1827
 EC1827|---------------------------------------------------------------------|
 EC1827| PID    Reference Object                     Distance      Geod. Az  |
 EC1827|                                                           dddmmss.s |
 EC1827| EC2538 TP SPA 104                           63.088 METERS 12436     |
 EC1827| EC1826 42 054 AZ MK                        441.076 METERS 2374510.2 |
 EC1827|---------------------------------------------------------------------|
 EC1827
 EC1827                          SUPERSEDED SURVEY CONTROL
 EC1827
 EC1827  NAD 83(1986)-  34 47 52.84387(N)    081 49 23.44658(W) AD(       ) 2
 EC1827  NAD 27      -  34 47 52.38043(N)    081 49 24.08339(W) AD(       ) 2
 EC1827  NGVD 29 (07/19/86)  221.7    (m)          727.     (f) VERT ANG       
 EC1827
 EC1827.Superseded values are not recommended for survey control.
 EC1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1827.See file dsdata.txt to determine how the superseded data were derived.
 EC1827
 EC1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2469950952(NAD 83)
 EC1827_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1827_SP_SET: CONCRETE POST
 EC1827_STAMPING: HORZ 42 054 1982
 EC1827_MARK LOGO: SCGS  
 EC1827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1827+STABILITY: SURFACE MOTION
 EC1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1827+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 EC1827
 EC1827  HISTORY     - Date     Condition        Report By
 EC1827  HISTORY     - 1982     MONUMENTED       SCGS
 EC1827  HISTORY     - 1982     GOOD             SCGS
 EC1827  HISTORY     - 19880829 GOOD             SCGS
 EC1827  HISTORY     - 20030207 GOOD             INDIV
 EC1827
 EC1827                          STATION DESCRIPTION
 EC1827
 EC1827'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1827'THE STATION IS LOCATED ABOUT 17.6 KM (11.0 MI) NORTH OF CROSS
 EC1827'ANCHOR, 1.6 KM (1.0 MI) SOUTHEAST OF GLENN SPRINGS, SET ON
 EC1827'PRIVATE PROPERTY.
 EC1827'OWNERSHIP--MR SPENCER ATCHLEY, PAULINE SC 29374.
 EC1827'
 EC1827'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1827'150 AND 215, IN THE GLENN SPRINGS AREA.  GO SOUTHEASTERLY ON
 EC1827'HIGHWAY 215 FOR 2.0 KM (1.25 MI) TO ROAD RIGHT, COUNTY ROAD
 EC1827'S-42-110, (TO REACH THE AZIMUTH FROM THIS POINT TURN
 EC1827'RIGHT AND GO 0.5 KM (0.3 MI) TO THE AZIMUTH ON THE RIGHT,
 EC1827'AT THE END OF A FENCE LINE), CONTINUE AHEAD ON HIGHWAY 215
 EC1827'FOR 0.2 KM (0.15 MI) TO THE STATION ON THE RIGHT AT CORNER
 EC1827'OF A FIELD.
 EC1827'
 EC1827'THE STATION IS A STANDARD SCGS DISK
 EC1827'STAMPED---HORZ 42 054 1982---,
 EC1827'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1827'FLUSH WITH GROUND.  IT IS LOCATED
 EC1827'24.5 METERS (80.38 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 EC1827'CENTER OF A PAVED DRIVE TO A BRICK HOME,
 EC1827'11.57 METERS (37.96 FT) SOUTHWEST FROM THE APPROXIMATE
 EC1827'CENTER OF STATE HIGHWAY 215,
 EC1827'4.15 METERS (13.62 FT) WEST-NORTHWEST FROM A POWER POLE
 EC1827'WITH TRANSFORMER AND TWO GUY WIRES AND
 EC1827'1.5 METERS (4.92 FT) SOUTHEAST FROM A METAL WITNESS
 EC1827'POST.
 EC1827'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1827'STAMPED---HORZ 42 054 1982---,
 EC1827'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1827'
 EC1827'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1827'STAMPED---AZ MK 42 054 1982---,
 EC1827'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1827'FLUSH WITH GROUND.  IT IS LOCATED
 EC1827'6.8 METERS (22.31 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 EC1827'CENTER OF S-42-110,
 EC1827'4.1 METERS (13.45 FT) NORTH-NORTHEAST FROM THE FENCE
 EC1827'CORNER,
 EC1827'1.31 METERS (4.30 FT) SOUTH-SOUTHWEST FROM A METAL
 EC1827'WITNESS POST AND
 EC1827'0.38 METER (1.24 FT) EAST-SOUTHEAST FROM THE FENCE
 EC1827'POST LINE.
 EC1827'
 EC1827'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 EC1827'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1827
 EC1827                          STATION RECOVERY (1982)
 EC1827
 EC1827'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1827'RECOVERED IN GOOD CONDITION.
 EC1827
 EC1827                          STATION RECOVERY (1988)
 EC1827
 EC1827'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1827'THE STATION IS LOCATED 1.4 MILES SOUTHEAST OF GLENN SPRINGS.
 EC1827'OWNERSHIP--SC DEPARTMENT  OF HIGHWAYS AND PUBLIC TRANSPORTATION,
 EC1827'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE
 EC1827'803-737-1350.
 EC1827'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215
 EC1827'IN GLENN SPRINGS, GO SOUTHEAST ON HIGHWAY 215 FOR 1.25 MILES TO THE
 EC1827'THE JUNCTION OF STATE ROAD 110, CONTINUE ON HIGHWAY 215 FOR 0.15
 EC1827'MILES TO THE MARK ON THE RIGHT ON AN EMBANKMENT NEAR A POWER POLE.
 EC1827'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC1827'ABOVE THE HIGHWAY, 38.0 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 EC1827'13.8 FEET WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER, TWO GUY
 EC1827'WIRES AND A REFERENCE WASHER, 80.0 FEET NORTH-NORTHWEST OF THE CENTER
 EC1827'OF A DRIVEWAY, 5.0 FEET SOUTHEAST OF A WITNESS POST.
 EC1827'DESCRIBED BY T. HALL.
 EC1827
 EC1827                          STATION RECOVERY (2003)
 EC1827
 EC1827'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRM)
 EC1827'MAGNET PLACED IN GROUND BESIDE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1826 ***********************************************************************
 EC1826  DESIGNATION -  42 054 AZ MK
 EC1826  PID         -  EC1826
 EC1826  STATE/COUNTY-  SC/SPARTANBURG
 EC1826  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1826
 EC1826                         *CURRENT SURVEY CONTROL
 EC1826  ___________________________________________________________________
 EC1826* NAD 83(2001)-  34 47 45.19572(N)    081 49 38.11807(W)     ADJUSTED  
 EC1826* NAVD 88     -       220.     (meters)     722.     (feet)  VERT ANG  
 EC1826  ___________________________________________________________________
 EC1826  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 EC1826  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 EC1826
 EC1826  HORZ ORDER  -  SECOND
 EC1826
 EC1826.The horizontal coordinates were established by classical geodetic methods
 EC1826.and adjusted by the National Geodetic Survey in March 2004..
 EC1826.No horizontal observational check was made to the station.
 EC1826
 EC1826.The orthometric height was determined by vertical angle observations.
 EC1826.No vertical observational check was made to the station.
 EC1826
 EC1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1826
 EC1826.The geoid height was determined by GEOID03.
 EC1826
 EC1826;                    North         East     Units Scale Factor Converg.
 EC1826;SPC SC       -   328,855.135   533,896.155   MT  0.99998691   -0 27 31.1
 EC1826;SPC SC       - 1,078,921.05  1,751,627.81   iFT  0.99998691   -0 27 31.1
 EC1826;UTM  17      - 3,850,719.940   424,323.713   MT  0.99967058   -0 28 19.6
 EC1826
 EC1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1826!SPC SC       -   0.99997029  x   0.99998691  =   0.99995720
 EC1826!UTM  17      -   0.99997029  x   0.99967058  =   0.99964088
 EC1826
 EC1826                          SUPERSEDED SURVEY CONTROL
 EC1826
 EC1826  NAD 83(1986)-  34 47 45.20650(N)    081 49 38.12136(W) AD(       ) 2
 EC1826  NAD 27      -  34 47 44.74302(N)    081 49 38.75785(W) AD(       ) 2
 EC1826  NGVD 29 (07/19/86)  221.     (m)          725.     (f) VERT ANG       
 EC1826
 EC1826.Superseded values are not recommended for survey control.
 EC1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1826.See file dsdata.txt to determine how the superseded data were derived.
 EC1826
 EC1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2432450720(NAD 83)
 EC1826_MARKER: DH = HORIZONTAL CONTROL DISK
 EC1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1826_SP_SET: CONCRETE POST
 EC1826_STAMPING: AZ MK 42 054 1982
 EC1826_MARK LOGO: SCGS  
 EC1826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1826+STABILITY: SURFACE MOTION
 EC1826
 EC1826  HISTORY     - Date     Condition        Report By
 EC1826  HISTORY     - 1982     MONUMENTED       SCGS
 EC1826  HISTORY     - 1982     GOOD             SCGS
 EC1826  HISTORY     - 19880829 GOOD             SCGS
 EC1826
 EC1826                          STATION DESCRIPTION
 EC1826
 EC1826'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1826'THE STATION IS LOCATED ABOUT 17.6 KM (11.0 MI) NORTH OF
 EC1826'CROSS ANCHOR, 1.6 KM (1.0 MI) SOUTHEAST OF GLENN
 EC1826'SPRINGS, ON THE ROAD RIGHT-OF-WAY.
 EC1826'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1826'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1826'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1826'
 EC1826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1826'150 AND 215, IN THE GLENN SPRINGS AREA.  GO SOUTHEASTERLY
 EC1826'ON HIGHWAY 215 FOR 2.0 KM (1.25 MI) TO A ROAD RIGHT, COUNTY ROAD
 EC1826'S-42-110, TURN RIGHT AND GO 0.5 KM (0.3 MI) TO THE STATION
 EC1826'ON THE RIGHT AND AT THE END OF A FENCE LINE.
 EC1826'
 EC1826'THE STATION IS A STANDARD SCGS DISK
 EC1826'STAMPED---AZ MK 42 054 1982---,
 EC1826'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1826'FLUSH WITH GROUND.  IT IS LOCATED
 EC1826'6.80 METERS (22.31 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 EC1826'CENTER OF S-42-110,
 EC1826'4.1 METERS (13.45 FT) NORTH-NORTHEAST FROM THE FENCE CORNER,
 EC1826'1.31 METERS (4.3 FT) SOUTH-SOUTHWEST FROM A METAL
 EC1826'WITNESS POST AND
 EC1826'0.38 METER (1.24 FT) EAST-SOUTHEAST FROM THE FENCE
 EC1826'POST LINE.
 EC1826'
 EC1826'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 EC1826'NO REFERENCE MARK WERE ESTABLISHED AT THIS TIME.
 EC1826
 EC1826                          STATION RECOVERY (1982)
 EC1826
 EC1826'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1826'RECOVERED IN GOOD CONDITION.
 EC1826
 EC1826                          STATION RECOVERY (1988)
 EC1826
 EC1826'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1826'THE STATION IS LOCATED 1.3 MILES SOUTHEAST OF GLENN SPRINGS AND 7.9
 EC1826'MILES SOUTH-SOUTHWEST OF PACOLET.  OWNERSHIP--SC DEPARTMENT  OF
 EC1826'HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO
 EC1826'BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC1826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215
 EC1826'(EAST BLACKSTOCK ROAD) IN GLENN SPRINGS, GO SOUTHEAST ON HIGHWAY 215
 EC1826'FOR 1.25 MILES TO THE THE JUNCTION OF STATE ROAD 110, TURN RIGHT ON
 EC1826'ROAD 110 FOR 0.3 MILES TO THE MARK ON THE RIGHT NEAR THE END OF A
 EC1826'FENCELINE.
 EC1826'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC1826'THE ROAD, 21.0 FEET WEST-NORTHWEST OF THE CENTER OF THE ROAD, 1.3
 EC1826'FEET EAST-SOUTHEAST OF THE FENCELINE, 13.5 FEET NORTHEAST OF THE
 EC1826'CORNER FENCE POST WITH A REFERENCE WASHER ATTACHED, 4.2 FEET SOUTH OF
 EC1826'A WITNESS POST.
 EC1826'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1187 ***********************************************************************
 EC1187  DESIGNATION -  42 055
 EC1187  PID         -  EC1187
 EC1187  STATE/COUNTY-  SC/SPARTANBURG
 EC1187  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1187
 EC1187                         *CURRENT SURVEY CONTROL
 EC1187  ___________________________________________________________________
 EC1187* NAD 83(2001)-  34 44 44.69535(N)    081 50 44.63237(W)     ADJUSTED  
 EC1187* NAVD 88     -       203.492  (meters)     667.62   (feet)  ADJUSTED  
 EC1187  ___________________________________________________________________
 EC1187  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EC1187  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EC1187  DYNAMIC HT  -         203.292 (meters)     666.97  (feet)  COMP
 EC1187  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 EC1187
 EC1187  HORZ ORDER  -  SECOND
 EC1187  VERT ORDER  -  FIRST     CLASS II
 EC1187
 EC1187.The horizontal coordinates were established by classical geodetic methods
 EC1187.and adjusted by the National Geodetic Survey in March 2004..
 EC1187
 EC1187.The orthometric height was determined by differential leveling
 EC1187.and adjusted by the National Geodetic Survey in June 1991..
 EC1187
 EC1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1187
 EC1187.The geoid height was determined by GEOID03.
 EC1187
 EC1187.The dynamic height is computed by dividing the NAVD 88
 EC1187.geopotential number by the normal gravity value computed on the
 EC1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1187.degrees latitude (g = 980.6199 gals.).
 EC1187
 EC1187.The modeled gravity was interpolated from observed gravity values.
 EC1187
 EC1187;                    North         East     Units Scale Factor Converg.
 EC1187;SPC SC       -   323,306.888   532,159.881   MT  0.99997005   -0 28 07.9
 EC1187;SPC SC       - 1,060,718.14  1,745,931.37   iFT  0.99997005   -0 28 07.9
 EC1187;UTM  17      - 3,845,173.795   422,586.681   MT  0.99967386   -0 28 55.3
 EC1187
 EC1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1187!SPC SC       -   0.99997293  x   0.99997005  =   0.99994298
 EC1187!UTM  17      -   0.99997293  x   0.99967386  =   0.99964680
 EC1187
 EC1187|---------------------------------------------------------------------|
 EC1187| PID    Reference Object                     Distance      Geod. Az  |
 EC1187|                                                           dddmmss.s |
 EC1187| EC2718 TP SPA 77                           250.560 METERS 10317     |
 EC1187| EC1188 42 055 AZ MK                        400.057 METERS 1563932.0 |
 EC1187| EC2549 TP SPA 114                          290.998 METERS 32819     |
 EC1187|---------------------------------------------------------------------|
 EC1187
 EC1187                          SUPERSEDED SURVEY CONTROL
 EC1187
 EC1187  NAD 83(1986)-  34 44 44.70415(N)    081 50 44.63772(W) AD(       ) 2
 EC1187  NAD 27      -  34 44 44.23719(N)    081 50 45.27475(W) AD(       ) 2
 EC1187  NAVD 88 (10/01/92)  203.49   (m)          667.6    (f) LEVELING    3  
 EC1187  NAVD 88 (07/30/91)  203.93   (m)          669.1    (f) LEVELING    3  
 EC1187  NGVD 29 (09/16/91)  203.617  (m)          668.03   (f) ADJUSTED    1 2
 EC1187
 EC1187.Superseded values are not recommended for survey control.
 EC1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1187.See file dsdata.txt to determine how the superseded data were derived.
 EC1187
 EC1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2258745174(NAD 83)
 EC1187_MARKER: DD = SURVEY DISK
 EC1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1187_SP_SET: CONCRETE POST
 EC1187_STAMPING: HORZ 42 055 1982
 EC1187_MARK LOGO: SCGS  
 EC1187_PROJECTION: FLUSH
 EC1187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1187+STABILITY: SURFACE MOTION
 EC1187
 EC1187  HISTORY     - Date     Condition        Report By
 EC1187  HISTORY     - 1982     MONUMENTED       SCGS
 EC1187  HISTORY     - 1988     GOOD             SCGS
 EC1187
 EC1187                          STATION DESCRIPTION
 EC1187
 EC1187'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1187'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) NORTH OF CROSS
 EC1187'ANCHOR, 9.6 KM (6.0 MI) SOUTH SOUTHEAST OF PAULINE, 8.0 KM
 EC1187'(5.0 MI) SOUTH OF GLENN SPRINGS, STATION IS SET ALONG ROAD
 EC1187'RIGHT-OF-WAY.
 EC1187'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1187'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1187'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1187'
 EC1187'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150
 EC1187'AND 56, WHICH IS ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF PAULINE.
 EC1187'GO SOUTHERLY ON HIGHWAY 56 FOR 5.6 KM (3.5 MI) TO A
 EC1187'REVERSE FORK RIGHT, COUNTY ROAD S-42-111, TURN SHARP
 EC1187'RIGHT AND GO 0.1 KM (0.05 MI) TO THE AZIMUTH ON THE LEFT,
 EC1187'CONTINUE AHEAD 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT,
 EC1187'ACROSS FROM A RED BRICK HOME.
 EC1187'
 EC1187'THE STATION IS A STANDARD SCGS DISK
 EC1187'STAMPED---HORZ 42 055 1982---,
 EC1187'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1187'FLUSH WITH GROUND.  IT IS LOCATED
 EC1187'9.20 METERS (30.14 FT) EAST-NORTHEAST FROM THE APPROXIMATE
 EC1187'CENTER OF S-42-111,
 EC1187'1.70 METERS (5.60 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS
 EC1187'POST AND
 EC1187'1.32 METERS (4.35 FT) NORTH-NORTHWEST FROM A POWER
 EC1187'POLE NUMBER 50 WITH A GUY WIRE.
 EC1187'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1187'STAMPED---HORZ 42 055 1982---,
 EC1187'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1187'
 EC1187'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1187'STAMPED---AZ MK 42 055 1982---,
 EC1187'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1187'FLUSH WITH GROUND.  IT IS LOCATED
 EC1187'56.1 METERS (184.0 FT) EAST FROM THE SOUTHEAST CORNER
 EC1187'OF A TWO STORY WOOD FRAME HOUSE,
 EC1187'18.6 METERS (61.1 FT) WEST-SOUTHWEST FROM A POWER POLE,
 EC1187'8.5 METERS (27.89 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 EC1187'CENTER OF S-42-111 AND
 EC1187'0.97 METER (3.19 FT) NORTH-NORTHEAST FROM A METAL
 EC1187'WITNESS POST.
 EC1187'
 EC1187'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 EC1187'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1187
 EC1187                          STATION RECOVERY (1988)
 EC1187
 EC1187'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1187'5.8 MI SSE FROM PAULINE.
 EC1187'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1187'SOUTHEAST OF PAULINE), GO SOUTH SOUTHEAST ON HIGHWAY 56 FOR 3.6 MI
 EC1187'TO THE JUNCTION OF STATE ROAD 111, TURN RIGHT ON ROAD 111 FOR 0.3 MI
 EC1187'TO THE MARK ON THE RIGHT NEAR A POWER POLE NUMBER 150 WITH A GUY
 EC1187'WIRE, 0.15 MI NORTH NORTHWEST OF THE JUNCTION OF STATE ROAD 236,
 EC1187'29.8 FT EAST NORTHEAST OF THE CENTER OF THE ROAD, 60.2 FT NORTH OF
 EC1187'THE EXTENDED CENTER OF A PAVED DRIVEWAY AND THE CENTER OF THE ROAD,
 EC1187'4.2 FT NORTHWEST OF A REFERENCE WASHER ATTACHED TO THE POWER POLE.
 EC1187'THE MARK IS 5.1 FT  SSE FROM  A WITNESS POST
 EC1187'THE MARK IS 2.5 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1188 ***********************************************************************
 EC1188  DESIGNATION -  42 055 AZ MK
 EC1188  PID         -  EC1188
 EC1188  STATE/COUNTY-  SC/SPARTANBURG
 EC1188  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1188
 EC1188                         *CURRENT SURVEY CONTROL
 EC1188  ___________________________________________________________________
 EC1188* NAD 83(2001)-  34 44 32.77542(N)    081 50 38.40112(W)     ADJUSTED  
 EC1188* NAVD 88     -       200.608  (meters)     658.16   (feet)  ADJUSTED  
 EC1188  ___________________________________________________________________
 EC1188  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 EC1188  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 EC1188  DYNAMIC HT  -         200.411 (meters)     657.52  (feet)  COMP
 EC1188  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 EC1188
 EC1188  HORZ ORDER  -  SECOND
 EC1188  VERT ORDER  -  FIRST     CLASS II
 EC1188
 EC1188.The horizontal coordinates were established by classical geodetic methods
 EC1188.and adjusted by the National Geodetic Survey in March 2004..
 EC1188.No horizontal observational check was made to the station.
 EC1188
 EC1188.The orthometric height was determined by differential leveling
 EC1188.and adjusted by the National Geodetic Survey in June 1991..
 EC1188
 EC1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1188
 EC1188.The geoid height was determined by GEOID03.
 EC1188
 EC1188.The dynamic height is computed by dividing the NAVD 88
 EC1188.geopotential number by the normal gravity value computed on the
 EC1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1188.degrees latitude (g = 980.6199 gals.).
 EC1188
 EC1188.The modeled gravity was interpolated from observed gravity values.
 EC1188
 EC1188;                    North         East     Units Scale Factor Converg.
 EC1188;SPC SC       -   322,938.297   532,315.369   MT  0.99996896   -0 28 04.5
 EC1188;SPC SC       - 1,059,508.85  1,746,441.50   iFT  0.99996896   -0 28 04.5
 EC1188;UTM  17      - 3,844,805.278   422,742.039   MT  0.99967357   -0 28 51.6
 EC1188
 EC1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1188!SPC SC       -   0.99997338  x   0.99996896  =   0.99994234
 EC1188!UTM  17      -   0.99997338  x   0.99967357  =   0.99964696
 EC1188
 EC1188|---------------------------------------------------------------------|
 EC1188| PID    Reference Object                     Distance      Geod. Az  |
 EC1188|                                                           dddmmss.s |
 EC1188| EC2718 TP SPA 77                           321.269 METERS 01524     |
 EC1188| EC2655 TP SPA 21                           353.243 METERS 15122     |
 EC1188| EC1187 42 055                              400.057 METERS 3363935.5 |
 EC1188|---------------------------------------------------------------------|
 EC1188
 EC1188                          SUPERSEDED SURVEY CONTROL
 EC1188
 EC1188  NAD 83(1986)-  34 44 32.78440(N)    081 50 38.40661(W) AD(       ) 2
 EC1188  NAD 27      -  34 44 32.31711(N)    081 50 39.04398(W) AD(       ) 2
 EC1188  NAVD 88 (10/01/92)  200.61   (m)          658.2    (f) LEVELING    3  
 EC1188  NAVD 88 (07/30/91)  201.04   (m)          659.6    (f) LEVELING    3  
 EC1188  NGVD 29 (09/16/91)  200.733  (m)          658.57   (f) ADJUSTED    1 2
 EC1188
 EC1188.Superseded values are not recommended for survey control.
 EC1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1188.See file dsdata.txt to determine how the superseded data were derived.
 EC1188
 EC1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2274244805(NAD 83)
 EC1188_MARKER: DD = SURVEY DISK
 EC1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1188_SP_SET: CONCRETE POST
 EC1188_STAMPING: AZ MK 42 055 1982
 EC1188_MARK LOGO: SCGS  
 EC1188_PROJECTION: FLUSH
 EC1188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1188+STABILITY: SURFACE MOTION
 EC1188
 EC1188  HISTORY     - Date     Condition        Report By
 EC1188  HISTORY     - 1982     MONUMENTED       SCGS
 EC1188  HISTORY     - 1988     GOOD             SCGS
 EC1188
 EC1188                          STATION DESCRIPTION
 EC1188
 EC1188'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1188'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) NORTH OF
 EC1188'CROSS ANCHOR, 9.6 KM (6.0 MI) SOUTH-SOUTHEAST OF PAULINE,
 EC1188'8.0 KM (5.0 MI) SOUTH OF GLENN SPRINGS, STATION IS SET
 EC1188'ALONG ROAD RIGHT-OF-WAY.
 EC1188'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1188'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1188'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1188'
 EC1188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EC1188'150 AND 56, WHICH IS ABOUT 4.8 KM (3.0 MI) SOUTHEAST
 EC1188'OF PAULINE.  GO SOUTHERLY ON HIGHWAY 56 FOR 5.6 KM (3.5 MI)
 EC1188'TO A REVERSE FORK RIGHT, COUNTY ROAD S-42-111, TURN SHARP
 EC1188'RIGHT AND GO 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 EC1188'
 EC1188'THE STATION IS A STANDARD SCGS DISK
 EC1188'STAMPED---AZ MK 42 055 1982---,
 EC1188'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1188'FLUSH WITH GROUND.  IT IS LOCATED
 EC1188'56.1 METERS (184.0 FT) EAST FROM THE SOUTHEAST
 EC1188'CORNER OF A TWO STORY WOOD FRAME HOUSE,
 EC1188'18.62 METERS (61.1 FT) WEST-SOUTHWEST FROM A POWER POLE,
 EC1188'8.50 METERS (27.89 FT) WEST-SOUTHWEST FROM THE APPROXIMATE
 EC1188'CENTER OF S-42-111 AND
 EC1188'0.97 METER (3.19 FT) NORTH-NORTHEAST FROM A METAL
 EC1188'WITNESS POST.
 EC1188'
 EC1188'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 EC1188'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1188
 EC1188                          STATION RECOVERY (1988)
 EC1188
 EC1188'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1188'6.2 MI SSE FROM PAULINE.
 EC1188'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1188'SOUTHEAST OF PAULINE), GO SOUTH SOUTHEAST ON HIGHWAY 56 FOR 3.6 MI
 EC1188'TO THE JUNCTION OF STATE ROAD 111, TURN RIGHT ON ROAD 111 FOR 0.05
 EC1188'MI TO THE MARK ON THE LEFT AND A LARGE WOODEN HOUSE, 0.1 MI SOUTH
 EC1188'SOUTHEAST OF THE JUNCTION OF STATE ROAD 236, 182.7 FT EAST
 EC1188'OF THE SOUTHEAST CORNER OF THE HOUSE, 98.1 FT SOUTH SOUTHEAST OF THE
 EC1188'SOUTHERN MOST CEDAR TREE IN A ROW OF 5, 28.6 FT WEST SOUTHWEST OF
 EC1188'THE CENTER OF THE ROAD, 204.0 FT NORTHWEST OF A REFERENCE WASHER
 EC1188'ATTACHED TO A POWER POLE.
 EC1188'THE MARK IS 1.9 FT  NE FROM  A WITNESS POST
 EC1188'THE MARK IS 1.5 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1192 ***********************************************************************
 EC1192  DESIGNATION -  42 056
 EC1192  PID         -  EC1192
 EC1192  STATE/COUNTY-  SC/SPARTANBURG
 EC1192  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1192
 EC1192                         *CURRENT SURVEY CONTROL
 EC1192  ___________________________________________________________________
 EC1192* NAD 83(2001)-  34 42 18.81031(N)    081 49 27.22708(W)     ADJUSTED  
 EC1192* NAVD 88     -       189.129  (meters)     620.50   (feet)  ADJUSTED  
 EC1192  ___________________________________________________________________
 EC1192  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EC1192  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EC1192  DYNAMIC HT  -         188.943 (meters)     619.89  (feet)  COMP
 EC1192  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 EC1192
 EC1192  HORZ ORDER  -  SECOND
 EC1192  VERT ORDER  -  FIRST     CLASS II
 EC1192
 EC1192.The horizontal coordinates were established by classical geodetic methods
 EC1192.and adjusted by the National Geodetic Survey in March 2004..
 EC1192
 EC1192.The orthometric height was determined by differential leveling
 EC1192.and adjusted by the National Geodetic Survey in June 1991..
 EC1192
 EC1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1192
 EC1192.The geoid height was determined by GEOID03.
 EC1192
 EC1192.The dynamic height is computed by dividing the NAVD 88
 EC1192.geopotential number by the normal gravity value computed on the
 EC1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1192.degrees latitude (g = 980.6199 gals.).
 EC1192
 EC1192.The modeled gravity was interpolated from observed gravity values.
 EC1192
 EC1192;                    North         East     Units Scale Factor Converg.
 EC1192;SPC SC       -   318,795.778   534,092.788   MT  0.99995699   -0 27 25.0
 EC1192;SPC SC       - 1,045,917.91  1,752,272.93   iFT  0.99995699   -0 27 25.0
 EC1192;UTM  17      - 3,840,663.570   424,518.021   MT  0.99967022   -0 28 09.5
 EC1192
 EC1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1192!SPC SC       -   0.99997517  x   0.99995699  =   0.99993216
 EC1192!UTM  17      -   0.99997517  x   0.99967022  =   0.99964540
 EC1192
 EC1192|---------------------------------------------------------------------|
 EC1192| PID    Reference Object                     Distance      Geod. Az  |
 EC1192|                                                           dddmmss.s |
 EC1192| EC2632 TP SPA 19                           273.383 METERS 04013     |
 EC1192| EC1193 42 056 AZ MK                        428.463 METERS 2141331.1 |
 EC1192|---------------------------------------------------------------------|
 EC1192
 EC1192                          SUPERSEDED SURVEY CONTROL
 EC1192
 EC1192  NAD 83(1986)-  34 42 18.82091(N)    081 49 27.23312(W) AD(       ) 2
 EC1192  NAD 27      -  34 42 18.34203(N)    081 49 27.87692(W) AD(       ) 2
 EC1192  NAVD 88 (10/01/92)  189.13   (m)          620.5    (f) LEVELING    3  
 EC1192  NAVD 88 (07/30/91)  189.56   (m)          621.9    (f) LEVELING    3  
 EC1192  NGVD 29 (09/16/91)  189.257  (m)          620.92   (f) ADJUSTED    1 2
 EC1192
 EC1192.Superseded values are not recommended for survey control.
 EC1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1192.See file dsdata.txt to determine how the superseded data were derived.
 EC1192
 EC1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2451840664(NAD 83)
 EC1192_MARKER: DD = SURVEY DISK
 EC1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1192_SP_SET: CONCRETE POST
 EC1192_STAMPING: HORZ 42 056 1982
 EC1192_MARK LOGO: SCGS  
 EC1192_PROJECTION: PROJECTING 3 CENTIMETERS
 EC1192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1192+STABILITY: SURFACE MOTION
 EC1192
 EC1192  HISTORY     - Date     Condition        Report By
 EC1192  HISTORY     - 1982     MONUMENTED       SCGS
 EC1192  HISTORY     - 1987     GOOD             SCGS
 EC1192
 EC1192                          STATION DESCRIPTION
 EC1192
 EC1192'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1192'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF
 EC1192'CROSS ANCHOR, 12.8 KM (8.0 MI) SOUTH-SOUTHEAST OF GLENN
 EC1192'SPRINGS, 14.4 KM (9.0 MI) EAST-NORTHEAST OF ENOREE,
 EC1192'STATION SET ALONG ROAD RIGHT-OF-WAY.
 EC1192'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1192'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1192'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1192'
 EC1192'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND
 EC1192'49, IN THE CENTER OF CROSS ANCHOR.  GO NORTHEASTERLY ON HIGHWAY
 EC1192'56 FOR 7.6 KM (4.75 MI) TO THE AZIMUTH ON THE RIGHT, CONTINUE
 EC1192'AHEAD 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT, JUST BEFORE
 EC1192'A FORK RIGHT.
 EC1192'
 EC1192'THE STATION IS A STANDARD SCGS DISK
 EC1192'STAMPED---HORZ 42 056 1982---,
 EC1192'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1192'FLUSH WITH GROUND.  IT IS LOCATED
 EC1192'8.30 METERS (27.24 FT) WEST FROM THE APPROXIMATE
 EC1192'CENTER OF HIGHWAY 56,
 EC1192'3.36 METERS (11.01 FT) NORTHEAST FROM A POWER POLE WITH
 EC1192'GUY WIRE,
 EC1192'2.03 METERS (6.67 FT) SOUTHEAST FROM A BARBED WIRE FENCE AND
 EC1192'0.92 METER (3.03 FT) SOUTH-SOUTHWEST FROM A METAL
 EC1192'WITNESS POST.
 EC1192'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 EC1192'STAMPED---HORZ 42 056 1982---,
 EC1192'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EC1192'
 EC1192'THE AZIMUTH MARK IS A STANDARD SCGS DISK
 EC1192'STAMPED---AZ MK 42 056 1982---,
 EC1192'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1192'FLUSH WITH GROUND.  IT IS LOCATED
 EC1192'20.5 METERS (67.25 FT) SOUTHEAST FROM A FENCE LINE,
 EC1192'4.9 METERS (16.08 FT) SOUTHEAST FROM THE APPROXIMATE
 EC1192'CENTER OF HIGHWAY 56,
 EC1192'1.55 METERS (5.10 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 EC1192'1.26 METERS (4.13 FT) NORTHEAST FROM A METAL WITNESS POST.
 EC1192'
 EC1192'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 EC1192'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1192
 EC1192                          STATION RECOVERY (1987)
 EC1192
 EC1192'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1192'4.4 MI NNE FROM CROSS ANCHOR.
 EC1192'FROM THE NORTHEAST END OF STATE HIGHWAY 56 BRIDGE OVER THE TYGER RIVER
 EC1192'(3.8 MI NORTH NORTHEAST OF CROSS ANCHOR), GO NORTHEASTERLY ON
 EC1192'HIGHWAY 56 FOR 0.9 MI TO THE MARK ON THE LEFT, 0.6 MI SOUTH OF THE
 EC1192'ENTRANCE TO THE CROSS ANCHOR CORRECTIONAL INSTITUTION, 26.7 FT
 EC1192'NORTHWEST OF THE CENTER OF THE HIGHWAY, 11.8 FT NORTHEAST OF A POWER
 EC1192'POLE WITH A REFERENCE WASHER AND A GUY WIRE, 226.0 FT SOUTHWEST OF
 EC1192'A FIRE HYDRANT.
 EC1192'THE MARK IS 1.4 FT  ESE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1193 ***********************************************************************
 EC1193  DESIGNATION -  42 056 AZ MK
 EC1193  PID         -  EC1193
 EC1193  STATE/COUNTY-  SC/SPARTANBURG
 EC1193  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1193
 EC1193                         *CURRENT SURVEY CONTROL
 EC1193  ___________________________________________________________________
 EC1193* NAD 83(2001)-  34 42 07.31375(N)    081 49 36.69640(W)     ADJUSTED  
 EC1193* NAVD 88     -       184.338  (meters)     604.78   (feet)  ADJUSTED  
 EC1193  ___________________________________________________________________
 EC1193  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EC1193  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EC1193  DYNAMIC HT  -         184.156 (meters)     604.19  (feet)  COMP
 EC1193  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 EC1193
 EC1193  HORZ ORDER  -  SECOND
 EC1193  VERT ORDER  -  FIRST     CLASS II
 EC1193
 EC1193.The horizontal coordinates were established by classical geodetic methods
 EC1193.and adjusted by the National Geodetic Survey in March 2004..
 EC1193.No horizontal observational check was made to the station.
 EC1193
 EC1193.The orthometric height was determined by differential leveling
 EC1193.and adjusted by the National Geodetic Survey in June 1991..
 EC1193
 EC1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1193
 EC1193.The geoid height was determined by GEOID03.
 EC1193
 EC1193.The dynamic height is computed by dividing the NAVD 88
 EC1193.geopotential number by the normal gravity value computed on the
 EC1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1193.degrees latitude (g = 980.6199 gals.).
 EC1193
 EC1193.The modeled gravity was interpolated from observed gravity values.
 EC1193
 EC1193;                    North         East     Units Scale Factor Converg.
 EC1193;SPC SC       -   318,443.459   533,848.992   MT  0.99995598   -0 27 30.3
 EC1193;SPC SC       - 1,044,762.00  1,751,473.07   iFT  0.99995598   -0 27 30.3
 EC1193;UTM  17      - 3,840,311.405   424,274.219   MT  0.99967068   -0 28 14.7
 EC1193
 EC1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1193!SPC SC       -   0.99997592  x   0.99995598  =   0.99993190
 EC1193!UTM  17      -   0.99997592  x   0.99967068  =   0.99964661
 EC1193
 EC1193:                Primary Azimuth Mark                     Grid Az
 EC1193:SPC SC       -  42 056                                   034 40 56.1
 EC1193:UTM  17      -  42 056                                   034 41 40.5
 EC1193
 EC1193|---------------------------------------------------------------------|
 EC1193| PID    Reference Object                     Distance      Geod. Az  |
 EC1193|                                                           dddmmss.s |
 EC1193| EC1192 42 056                              428.463 METERS 0341325.8 |
 EC1193| EC2533 TP SPA 10                           205.239 METERS 21646     |
 EC1193|---------------------------------------------------------------------|
 EC1193
 EC1193                          SUPERSEDED SURVEY CONTROL
 EC1193
 EC1193  NAD 83(1986)-  34 42 07.32418(N)    081 49 36.70294(W) AD(       ) 2
 EC1193  NAD 27      -  34 42 06.84527(N)    081 49 37.34690(W) AD(       ) 2
 EC1193  NAVD 88 (10/01/92)  184.34   (m)          604.8    (f) LEVELING    3  
 EC1193  NAVD 88 (07/30/91)  184.77   (m)          606.2    (f) LEVELING    3  
 EC1193  NGVD 29 (09/16/91)  184.466  (m)          605.20   (f) ADJUSTED    1 2
 EC1193
 EC1193.Superseded values are not recommended for survey control.
 EC1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1193.See file dsdata.txt to determine how the superseded data were derived.
 EC1193
 EC1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2427440311(NAD 83)
 EC1193_MARKER: DD = SURVEY DISK
 EC1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1193_SP_SET: CONCRETE POST
 EC1193_STAMPING: AZ MK 42 056 1982
 EC1193_MARK LOGO: SCGS  
 EC1193_PROJECTION: RECESSED 10 CENTIMETERS
 EC1193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1193+STABILITY: SURFACE MOTION
 EC1193
 EC1193  HISTORY     - Date     Condition        Report By
 EC1193  HISTORY     - 1982     MONUMENTED       SCGS
 EC1193  HISTORY     - 1987     GOOD             SCGS
 EC1193
 EC1193                          STATION DESCRIPTION
 EC1193
 EC1193'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982 (VDN)
 EC1193'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF
 EC1193'CROSS ANCHOR, 12.9 KM (8.0 MI) SOUTH-SOUTHEAST OF GLENN
 EC1193'SPRINGS, 14.4 KM (9.0 MI) EAST-NORTHEAST OF ENOREE, STATION
 EC1193'SET ALONG ROAD RIGHT-OF-WAY.
 EC1193'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP,
 EC1193'FERRELL J PROSSER, DIRECTOR SC GEODETIC SURVEY, 1028 SUMTER ST,
 EC1193'SUITE 202, COLUMBIA SC 29201, PHONE 803-758-3604.
 EC1193'
 EC1193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND
 EC1193'49, IN CROSS ANCHOR.  GO NORTHEASTERLY ON HIGHWAY 56 FOR 7.6 KM
 EC1193'(4.75 MI) TO THE STATION ON THE RIGHT.
 EC1193'
 EC1193'THE STATION IS A STANDARD SCGS DISK
 EC1193'STAMPED---AZ MK 42 056 1982---,
 EC1193'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EC1193'FLUSH WITH GROUND.  IT IS LOCATED
 EC1193'20.5 METERS (67.25 FT) SOUTHEAST FROM A FENCE LINE,
 EC1193'4.90 METERS (16.08 FT) SOUTHEAST FROM THE APPROXIMATE
 EC1193'CENTER OF HIGHWAY 56,
 EC1193'1.55 METERS (5.10 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 EC1193'1.26 METERS (4.13 FT) NORTHEAST FROM A METAL WITNESS POST.
 EC1193'
 EC1193'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 EC1193'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 EC1193
 EC1193                          STATION RECOVERY (1987)
 EC1193
 EC1193'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1193'4.4 MI NNE FROM CROSS ANCHOR.
 EC1193'FROM THE NORTHEAST END OF THE STATE HIGHWAY 56 BRIDGE OVER THE TYGER
 EC1193'RIVER (3.8 MI NORTH NORTHEAST OF CROSS ANCHOR), GO NORTHEASTERLY ON
 EC1193'HIGHWAY 56 FOR 0.65 MI TO THE MARK ON THE RIGHT, 0.85 MI SOUTH OF
 EC1193'THE ENTRANCE TO THE CROSS ANCHOR CORRECTIONAL INSTITUTION, 15.9 FT
 EC1193'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 7.9 FT NORTH OF A 5-INCH
 EC1193'PINE TREE WITH A REFERENCE WASHER ATTACHED, 76.3 FT SOUTHWEST OF A
 EC1193'REFERENCE WASHER IN AN 18-INCH PINE TREE, 106.0 FT EAST OF A POWER
 EC1193'POLE WITH GUY WIRE ACROSS THE HIGHWAY.
 EC1193'THE MARK IS 5.4 FT  SW FROM  A WITNESS POST
 EC1193'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1060 ***********************************************************************
 EC1060  DESIGNATION -  42 100
 EC1060  PID         -  EC1060
 EC1060  STATE/COUNTY-  SC/SPARTANBURG
 EC1060  USGS QUAD   -  PACOLET (1983)
 EC1060
 EC1060                         *CURRENT SURVEY CONTROL
 EC1060  ___________________________________________________________________
 EC1060* NAD 83(1986)-  34 58 24.     (N)    081 51 29.     (W)     SCALED    
 EC1060* NAVD 88     -       238.950  (meters)     783.96   (feet)  ADJUSTED  
 EC1060  ___________________________________________________________________
 EC1060  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 EC1060  DYNAMIC HT  -         238.713 (meters)     783.18  (feet)  COMP
 EC1060  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 EC1060
 EC1060  VERT ORDER  -  FIRST     CLASS II
 EC1060
 EC1060.The horizontal coordinates were scaled from a topographic map and have
 EC1060.an estimated accuracy of +/- 6 seconds.
 EC1060
 EC1060.The orthometric height was determined by differential leveling
 EC1060.and adjusted by the National Geodetic Survey in June 1991..
 EC1060
 EC1060.The geoid height was determined by GEOID03.
 EC1060
 EC1060.The dynamic height is computed by dividing the NAVD 88
 EC1060.geopotential number by the normal gravity value computed on the
 EC1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1060.degrees latitude (g = 980.6199 gals.).
 EC1060
 EC1060.The modeled gravity was interpolated from observed gravity values.
 EC1060
 EC1060;                    North         East    Units  Estimated Accuracy
 EC1060;SPC SC       -   348,560.      531,240.      MT  (+/- 180 meters Scaled)
 EC1060
 EC1060                          SUPERSEDED SURVEY CONTROL
 EC1060
 EC1060  NGVD 29 (??/??/??)  239.055  (m)          784.30   (f) ADJUSTED    1 2
 EC1060
 EC1060.Superseded values are not recommended for survey control.
 EC1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1060.See file dsdata.txt to determine how the superseded data were derived.
 EC1060
 EC1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU216704(NAD 83)
 EC1060_MARKER: DB = BENCH MARK DISK
 EC1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1060_SP_SET: CONCRETE POST
 EC1060_STAMPING: VERT 42 100 1982
 EC1060_MARK LOGO: SCGS  
 EC1060_PROJECTION: FLUSH
 EC1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1060+STABILITY: SURFACE MOTION
 EC1060
 EC1060  HISTORY     - Date     Condition        Report By
 EC1060  HISTORY     - 1982     MONUMENTED       SCGS
 EC1060
 EC1060                          STATION DESCRIPTION
 EC1060
 EC1060'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1060'4.0 KM (2.5 MI) NW FROM GLENDALE.
 EC1060'1.1 KILOMETER (0.7 MILE) SOUTHEAST ALONG ZION HILL ROAD
 EC1060'FROM THE JUNCTION OF U.S. HIGHWAY 29 AT ZION HILL, SET BY A
 EC1060'POWERLINE POLE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 EC1060'LOWENDS STREET AND ZION HILL ROAD, 7.6 METERS (25.0 FEET) EAST
 EC1060'OF THE APPROXIMATE CENTER OF ZION HILL ROAD, 18.9 METERS
 EC1060'(62.0 FEET) NORTH OF THE APPROXIMATE CENTER OF LOWENDS ROAD,
 EC1060'10.9 METERS (35.8 FEET) SOUTH SOUTHWEST OF THE SOUTHWEST
 EC1060'CORNER OF A BRICK HOUSE NUMBER 401, 1.5 METERS (5.0 FEET) EAST
 EC1060'OF A POWERLINE POLE.
 EC1060'THE MARK IS 0.5 M ABOVE LOWENDS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1061 ***********************************************************************
 EC1061  DESIGNATION -  42 101
 EC1061  PID         -  EC1061
 EC1061  STATE/COUNTY-  SC/SPARTANBURG
 EC1061  USGS QUAD   -  PACOLET (1983)
 EC1061
 EC1061                         *CURRENT SURVEY CONTROL
 EC1061  ___________________________________________________________________
 EC1061* NAD 83(1986)-  34 57 53.     (N)    081 51 07.     (W)     SCALED    
 EC1061* NAVD 88     -       240.357  (meters)     788.57   (feet)  ADJUSTED  
 EC1061  ___________________________________________________________________
 EC1061  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 EC1061  DYNAMIC HT  -         240.119 (meters)     787.79  (feet)  COMP
 EC1061  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 EC1061
 EC1061  VERT ORDER  -  FIRST     CLASS II
 EC1061
 EC1061.The horizontal coordinates were scaled from a topographic map and have
 EC1061.an estimated accuracy of +/- 6 seconds.
 EC1061
 EC1061.The orthometric height was determined by differential leveling
 EC1061.and adjusted by the National Geodetic Survey in June 1991..
 EC1061
 EC1061.The geoid height was determined by GEOID03.
 EC1061
 EC1061.The dynamic height is computed by dividing the NAVD 88
 EC1061.geopotential number by the normal gravity value computed on the
 EC1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1061.degrees latitude (g = 980.6199 gals.).
 EC1061
 EC1061.The modeled gravity was interpolated from observed gravity values.
 EC1061
 EC1061;                    North         East    Units  Estimated Accuracy
 EC1061;SPC SC       -   347,600.      531,790.      MT  (+/- 180 meters Scaled)
 EC1061
 EC1061                          SUPERSEDED SURVEY CONTROL
 EC1061
 EC1061  NGVD 29 (??/??/??)  240.463  (m)          788.92   (f) ADJUSTED    1 2
 EC1061
 EC1061.Superseded values are not recommended for survey control.
 EC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1061.See file dsdata.txt to determine how the superseded data were derived.
 EC1061
 EC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU222694(NAD 83)
 EC1061_MARKER: DB = BENCH MARK DISK
 EC1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1061_SP_SET: CONCRETE POST
 EC1061_STAMPING: VERT 42 101 1982
 EC1061_MARK LOGO: SCGS  
 EC1061_PROJECTION: FLUSH
 EC1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1061+STABILITY: SURFACE MOTION
 EC1061
 EC1061  HISTORY     - Date     Condition        Report By
 EC1061  HISTORY     - 1982     MONUMENTED       SCGS
 EC1061  HISTORY     - 19861118 GOOD             LOCSUR
 EC1061  HISTORY     - 19861119 GOOD             USPSQD
 EC1061
 EC1061                          STATION DESCRIPTION
 EC1061
 EC1061'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1061'2.6 KM (1.6 MI) NW FROM GLENDALE.
 EC1061'2.3 KILOMETERS (1.4 MILES) SOUTHEAST ALONG ZION HILL ROAD
 EC1061'FROM THE JUNCTION OF U.S. HIGHWAY 29 AT ZION HILL, SET
 EC1061'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF ZION HILL
 EC1061'ROAD AND CLIFTON ROAD AND IN THE YARD OF THE NEW HOPE
 EC1061'BAPTIST CHURCH, 9.1 METERS (29.7 FEET) SOUTH SOUTHWEST
 EC1061'OF THE APPROXIMATE CENTER OF ZION HILL ROAD, 16.0 METERS
 EC1061'(52.4 FEET) EAST SOUTHEAST OF THE APPROXIMATE CENTER OF
 EC1061'CLIFTON ROAD, 15.9 METERS (52.0 FEET) NORTH NORTHWEST
 EC1061'OF THE NORTHWEST CORNER OF THE CHURCH, 5.0 METERS
 EC1061'(16.3 FEET) SOUTHEAST OF A 20 INCH OAK TREE, 4.7 METERS
 EC1061'(15.3 FEET) SOUTH SOUTHWEST OF A POWERLINE POLE.
 EC1061'THE MARK IS ABOVE LEVEL WITH ROAD.
 EC1061
 EC1061                          STATION RECOVERY (1986)
 EC1061
 EC1061'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DCS)
 EC1061'RECOVERED IN GOOD CONDITION.
 EC1061
 EC1061                          STATION RECOVERY (1986)
 EC1061
 EC1061'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 EC1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1062 ***********************************************************************
 EC1062  DESIGNATION -  42 102
 EC1062  PID         -  EC1062
 EC1062  STATE/COUNTY-  SC/SPARTANBURG
 EC1062  USGS QUAD   -  PACOLET (1983)
 EC1062
 EC1062                         *CURRENT SURVEY CONTROL
 EC1062  ___________________________________________________________________
 EC1062* NAD 83(1986)-  34 57 38.     (N)    081 51 18.     (W)     SCALED    
 EC1062* NAVD 88     -       230.568  (meters)     756.46   (feet)  ADJUSTED  
 EC1062  ___________________________________________________________________
 EC1062  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 EC1062  DYNAMIC HT  -         230.339 (meters)     755.70  (feet)  COMP
 EC1062  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 EC1062
 EC1062  VERT ORDER  -  FIRST     CLASS II
 EC1062
 EC1062.The horizontal coordinates were scaled from a topographic map and have
 EC1062.an estimated accuracy of +/- 6 seconds.
 EC1062
 EC1062.The orthometric height was determined by differential leveling
 EC1062.and adjusted by the National Geodetic Survey in June 1991..
 EC1062
 EC1062.The geoid height was determined by GEOID03.
 EC1062
 EC1062.The dynamic height is computed by dividing the NAVD 88
 EC1062.geopotential number by the normal gravity value computed on the
 EC1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1062.degrees latitude (g = 980.6199 gals.).
 EC1062
 EC1062.The modeled gravity was interpolated from observed gravity values.
 EC1062
 EC1062;                    North         East    Units  Estimated Accuracy
 EC1062;SPC SC       -   347,140.      531,510.      MT  (+/- 180 meters Scaled)
 EC1062
 EC1062                          SUPERSEDED SURVEY CONTROL
 EC1062
 EC1062  NGVD 29 (??/??/??)  230.673  (m)          756.80   (f) ADJUSTED    1 2
 EC1062
 EC1062.Superseded values are not recommended for survey control.
 EC1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1062.See file dsdata.txt to determine how the superseded data were derived.
 EC1062
 EC1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU219690(NAD 83)
 EC1062_MARKER: DB = BENCH MARK DISK
 EC1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1062_SP_SET: CONCRETE POST
 EC1062_STAMPING: VERT 42 102 1982
 EC1062_MARK LOGO: SCGS  
 EC1062_PROJECTION: FLUSH
 EC1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1062+STABILITY: SURFACE MOTION
 EC1062
 EC1062  HISTORY     - Date     Condition        Report By
 EC1062  HISTORY     - 1982     MONUMENTED       SCGS
 EC1062
 EC1062                          STATION DESCRIPTION
 EC1062
 EC1062'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1062'3.2 KM (2.0 MI) NW FROM GLENDALE.
 EC1062'2.9 KILOMETERS (1.8 MILES) NORTHEAST ALONG U.S. HIGHWAY 29
 EC1062'FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S. HIGHWAY 176 IN
 EC1062'SPARTANBURG, THENCE 3.9 KILOMETERS (2.4 MILES) EAST ALONG
 EC1062'COUNTY ROAD S-42-538, SET IN THE SOUTHEAST ANGLE OF THE
 EC1062'JUNCTION OF COUNTY ROADS S-42-538 AND S-42-748 NEAR A FIRE
 EC1062'HYDRANT, 15.1 METERS (49.7 FEET) SOUTH OF THE CENTER LINE
 EC1062'OF COUNTY ROAD S-42-538, 9.1 METERS (30.0 FEET) EAST OF THE
 EC1062'CENTER LINE OF COUNTY ROAD S-42-748, 20.3 METERS (66.7 FEET)
 EC1062'WEST NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 2.3 METERS
 EC1062'(7.7 FEET) EAST SOUTHEAST OF A FIRE HYDRANT.
 EC1062'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 EC1062'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-42-538.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1063 ***********************************************************************
 EC1063  DESIGNATION -  42 103
 EC1063  PID         -  EC1063
 EC1063  STATE/COUNTY-  SC/SPARTANBURG
 EC1063  USGS QUAD   -  PACOLET (1983)
 EC1063
 EC1063                         *CURRENT SURVEY CONTROL
 EC1063  ___________________________________________________________________
 EC1063* NAD 83(1986)-  34 57 08.     (N)    081 51 37.     (W)     SCALED    
 EC1063* NAVD 88     -       226.421  (meters)     742.85   (feet)  ADJUSTED  
 EC1063  ___________________________________________________________________
 EC1063  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EC1063  DYNAMIC HT  -         226.197 (meters)     742.11  (feet)  COMP
 EC1063  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 EC1063
 EC1063  VERT ORDER  -  FIRST     CLASS II
 EC1063
 EC1063.The horizontal coordinates were scaled from a topographic map and have
 EC1063.an estimated accuracy of +/- 6 seconds.
 EC1063
 EC1063.The orthometric height was determined by differential leveling
 EC1063.and adjusted by the National Geodetic Survey in June 1991..
 EC1063
 EC1063.The geoid height was determined by GEOID03.
 EC1063
 EC1063.The dynamic height is computed by dividing the NAVD 88
 EC1063.geopotential number by the normal gravity value computed on the
 EC1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1063.degrees latitude (g = 980.6199 gals.).
 EC1063
 EC1063.The modeled gravity was interpolated from observed gravity values.
 EC1063
 EC1063;                    North         East    Units  Estimated Accuracy
 EC1063;SPC SC       -   346,220.      531,020.      MT  (+/- 180 meters Scaled)
 EC1063
 EC1063                          SUPERSEDED SURVEY CONTROL
 EC1063
 EC1063  NGVD 29 (??/??/??)  226.526  (m)          743.19   (f) ADJUSTED    1 2
 EC1063
 EC1063.Superseded values are not recommended for survey control.
 EC1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1063.See file dsdata.txt to determine how the superseded data were derived.
 EC1063
 EC1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU214680(NAD 83)
 EC1063_MARKER: DB = BENCH MARK DISK
 EC1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1063_SP_SET: CONCRETE POST
 EC1063_STAMPING: VERT 42 103 1982
 EC1063_MARK LOGO: SCGS  
 EC1063_PROJECTION: FLUSH
 EC1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1063+STABILITY: SURFACE MOTION
 EC1063
 EC1063  HISTORY     - Date     Condition        Report By
 EC1063  HISTORY     - 1982     MONUMENTED       SCGS
 EC1063
 EC1063                          STATION DESCRIPTION
 EC1063
 EC1063'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1063'0.00 KM (0.00 MI) SE FROM GLENDALE.
 EC1063'2.9 KILOMETERS (1.8 MILES) NORTHEAST ALONG U.S. HIGHWAY
 EC1063'29 FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S. HIGHWAY
 EC1063'176 IN SPARTANBURG, THENCE 3.9 KILOMETERS (2.4 MILES) EAST
 EC1063'ALONG COUNTY ROAD S-42-538, THENCE 1.1 KILOMETERS (0.7 MILE)
 EC1063'SOUTH ALONG COUNTY ROAD S-42-748, SET IN THE WEST ANGLE OF THE
 EC1063'INTERSECTION OF MAVERICK ROAD AND S-42-748, 11.6 METERS (38.0 FEET)
 EC1063'NORTHWEST OF THE CENTER LINE OF S-42-748, 5.0 METERS (16.3 FEET)
 EC1063'SOUTH SOUTHWEST OF THE APPROXIMATE CENTER OF MAVERICK ROAD,
 EC1063'33.7 METERS (110.5 FEET) SOUTH SOUTHEAST OF THE SOUTH
 EC1063'CORNER OF A TWO STORY HOUSE, 25.0 METERS (82.0 FEET) EAST OF
 EC1063'THE EAST CORNER OF A BRICK HOUSE.
 EC1063'THE MARK IS 1.50 METERS  WNW FROM A WITNESS POST.
 EC1063'THE MARK IS ABOVE LEVEL WITH MAVERICK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1064 ***********************************************************************
 EC1064  DESIGNATION -  42 104
 EC1064  PID         -  EC1064
 EC1064  STATE/COUNTY-  SC/SPARTANBURG
 EC1064  USGS QUAD   -  PACOLET (1983)
 EC1064
 EC1064                         *CURRENT SURVEY CONTROL
 EC1064  ___________________________________________________________________
 EC1064* NAD 83(1986)-  34 56 54.     (N)    081 52 02.     (W)     SCALED    
 EC1064* NAVD 88     -       197.782  (meters)     648.89   (feet)  ADJUSTED  
 EC1064  ___________________________________________________________________
 EC1064  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EC1064  DYNAMIC HT  -         197.586 (meters)     648.25  (feet)  COMP
 EC1064  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 EC1064
 EC1064  VERT ORDER  -  FIRST     CLASS II
 EC1064
 EC1064.The horizontal coordinates were scaled from a topographic map and have
 EC1064.an estimated accuracy of +/- 6 seconds.
 EC1064
 EC1064.The orthometric height was determined by differential leveling
 EC1064.and adjusted by the National Geodetic Survey in June 1991..
 EC1064
 EC1064.The geoid height was determined by GEOID03.
 EC1064
 EC1064.The dynamic height is computed by dividing the NAVD 88
 EC1064.geopotential number by the normal gravity value computed on the
 EC1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1064.degrees latitude (g = 980.6199 gals.).
 EC1064
 EC1064.The modeled gravity was interpolated from observed gravity values.
 EC1064
 EC1064;                    North         East    Units  Estimated Accuracy
 EC1064;SPC SC       -   345,800.      530,380.      MT  (+/- 180 meters Scaled)
 EC1064
 EC1064                          SUPERSEDED SURVEY CONTROL
 EC1064
 EC1064  NGVD 29 (??/??/??)  197.887  (m)          649.23   (f) ADJUSTED    1 2
 EC1064
 EC1064.Superseded values are not recommended for survey control.
 EC1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1064.See file dsdata.txt to determine how the superseded data were derived.
 EC1064
 EC1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU208676(NAD 83)
 EC1064_MARKER: DB = BENCH MARK DISK
 EC1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1064_SP_SET: CONCRETE POST
 EC1064_STAMPING: VERT 42 104 1982
 EC1064_MARK LOGO: SCGS  
 EC1064_PROJECTION: FLUSH
 EC1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1064+STABILITY: SURFACE MOTION
 EC1064
 EC1064  HISTORY     - Date     Condition        Report By
 EC1064  HISTORY     - 1982     MONUMENTED       SCGS
 EC1064
 EC1064                          STATION DESCRIPTION
 EC1064
 EC1064'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1064'2.9 KM (1.8 MI) WEST FROM GLENDALE.
 EC1064'2.9 KILOMETERS (1.8 MILES) NORTHEAST ALONG U.S. HIGHWAY
 EC1064'29 FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S. HIGHWAY
 EC1064'176 IN SPARTANBURG, THENCE 3.9 KILOMETERS (2.4 MILES) EAST
 EC1064'ALONG COUNTY ROAD S-42-538, THENCE 2.3 KILOMETERS (1.45 MILES)
 EC1064'SOUTH ALONG COUNTY ROAD S-42-748, SET AT THE ENTRANCE DRIVE TO
 EC1064'A LARGE TWO STORY BRICK HOUSE ON A HILL, 8.3 METERS (27.3 FEET)
 EC1064'NORTH NORTHEAST OF THE CENTER LINE OF THE ROAD, 8.3 METERS
 EC1064'(27.3 FEET) WEST NORTHWEST OF THE APPROXIMATE CENTER OF THE
 EC1064'DRIVEWAY, 37.2 METERS (122.0 FEET) EAST SOUTHEAST OF THE
 EC1064'APPROXIMATE CENTER OF LAWSONS FORK CREEK, 3.1 METERS (10.3 FEET)
 EC1064'SOUTHWEST OF A 12 INCH TREE AT THE END OF THE DRIVE.
 EC1064'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1065 ***********************************************************************
 EC1065  DESIGNATION -  42 105
 EC1065  PID         -  EC1065
 EC1065  STATE/COUNTY-  SC/SPARTANBURG
 EC1065  USGS QUAD   -  SPARTANBURG (1983)
 EC1065
 EC1065                         *CURRENT SURVEY CONTROL
 EC1065  ___________________________________________________________________
 EC1065* NAD 83(1986)-  34 56 44.     (N)    081 52 31.     (W)     SCALED    
 EC1065* NAVD 88     -       210.312  (meters)     690.00   (feet)  ADJUSTED  
 EC1065  ___________________________________________________________________
 EC1065  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EC1065  DYNAMIC HT  -         210.103 (meters)     689.31  (feet)  COMP
 EC1065  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 EC1065
 EC1065  VERT ORDER  -  FIRST     CLASS II
 EC1065
 EC1065.The horizontal coordinates were scaled from a topographic map and have
 EC1065.an estimated accuracy of +/- 6 seconds.
 EC1065
 EC1065.The orthometric height was determined by differential leveling
 EC1065.and adjusted by the National Geodetic Survey in June 1991..
 EC1065
 EC1065.The geoid height was determined by GEOID03.
 EC1065
 EC1065.The dynamic height is computed by dividing the NAVD 88
 EC1065.geopotential number by the normal gravity value computed on the
 EC1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1065.degrees latitude (g = 980.6199 gals.).
 EC1065
 EC1065.The modeled gravity was interpolated from observed gravity values.
 EC1065
 EC1065;                    North         East    Units  Estimated Accuracy
 EC1065;SPC SC       -   345,500.      529,640.      MT  (+/- 180 meters Scaled)
 EC1065
 EC1065                          SUPERSEDED SURVEY CONTROL
 EC1065
 EC1065  NGVD 29 (??/??/??)  210.417  (m)          690.34   (f) ADJUSTED    1 2
 EC1065
 EC1065.Superseded values are not recommended for survey control.
 EC1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1065.See file dsdata.txt to determine how the superseded data were derived.
 EC1065
 EC1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU200673(NAD 83)
 EC1065_MARKER: DB = BENCH MARK DISK
 EC1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1065_SP_SET: CONCRETE POST
 EC1065_STAMPING: VERT 42 105 1982
 EC1065_MARK LOGO: SCGS  
 EC1065_PROJECTION: FLUSH
 EC1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1065+STABILITY: SURFACE MOTION
 EC1065
 EC1065  HISTORY     - Date     Condition        Report By
 EC1065  HISTORY     - 1982     MONUMENTED       SCGS
 EC1065
 EC1065                          STATION DESCRIPTION
 EC1065
 EC1065'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1065'IN EAST SPARTANBURG.
 EC1065'2.9 KILOMETERS (1.8 MILES) NORTHEAST ALONG U.S. HIGHWAY
 EC1065'29 FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S. HIGHWAY 176
 EC1065'IN SPARTANBURG, THENCE 3.9 KILOMETERS (2.4 MILES) EAST ALONG
 EC1065'COUNTY ROAD S-42-538, THENCE 3.4 KILOMETERS (2.1 MILES) SOUTH
 EC1065'ALONG COUNTY ROAD S-42-748, SET IN THE FRONT YARD OF A
 EC1065'TWO STORY YELLOW WOOD HOUSE, WITH A BRICK CHIMNEY ON THE
 EC1065'WEST END, 6.4 METERS (21.0 FEET) SOUTH OF THE APPROXIMATE
 EC1065'CENTER OF A COUNTY ROAD S-42-748, 24.0 METERS (78.8 FEET)
 EC1065'NORTH OF THE NORTHWEST CORNER OF THE WOOD HOUSE, 27.1 METERS
 EC1065'(88.9 FEET) NORTH NORTHEAST OF THE NORTHEAST CORNER OF A
 EC1065'SINGLE STORY BRICK HOUSE, 8.2 METERS (27.0 FEET) EAST OF THE
 EC1065'APPROXIMATE CENTER OF A PAVED DRIVE TO A BRICK HOUSE,
 EC1065'4.3 METERS (14.0 FEET) EAST OF A POWER LINE POLE NUMBER
 EC1065'HGU 5, 2.7 METERS (9.0 FEET) SOUTHEAST OF THE CENTER OF A
 EC1065'FOUR FOOT SQUARE CONCRETE DRAIN COVER.
 EC1065'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1066 ***********************************************************************
 EC1066  DESIGNATION -  42 106
 EC1066  PID         -  EC1066
 EC1066  STATE/COUNTY-  SC/SPARTANBURG
 EC1066  USGS QUAD   -  SPARTANBURG (1983)
 EC1066
 EC1066                         *CURRENT SURVEY CONTROL
 EC1066  ___________________________________________________________________
 EC1066* NAD 83(1986)-  34 56 24.     (N)    081 52 43.     (W)     SCALED    
 EC1066* NAVD 88     -       233.717  (meters)     766.79   (feet)  ADJUSTED  
 EC1066  ___________________________________________________________________
 EC1066  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EC1066  DYNAMIC HT  -         233.485 (meters)     766.03  (feet)  COMP
 EC1066  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 EC1066
 EC1066  VERT ORDER  -  FIRST     CLASS II
 EC1066
 EC1066.The horizontal coordinates were scaled from a topographic map and have
 EC1066.an estimated accuracy of +/- 6 seconds.
 EC1066
 EC1066.The orthometric height was determined by differential leveling
 EC1066.and adjusted by the National Geodetic Survey in June 1991..
 EC1066
 EC1066.The geoid height was determined by GEOID03.
 EC1066
 EC1066.The dynamic height is computed by dividing the NAVD 88
 EC1066.geopotential number by the normal gravity value computed on the
 EC1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1066.degrees latitude (g = 980.6199 gals.).
 EC1066
 EC1066.The modeled gravity was interpolated from observed gravity values.
 EC1066
 EC1066;                    North         East    Units  Estimated Accuracy
 EC1066;SPC SC       -   344,880.      529,330.      MT  (+/- 180 meters Scaled)
 EC1066
 EC1066                          SUPERSEDED SURVEY CONTROL
 EC1066
 EC1066  NGVD 29 (??/??/??)  233.823  (m)          767.13   (f) ADJUSTED    1 2
 EC1066
 EC1066.Superseded values are not recommended for survey control.
 EC1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1066.See file dsdata.txt to determine how the superseded data were derived.
 EC1066
 EC1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU197667(NAD 83)
 EC1066_MARKER: DB = BENCH MARK DISK
 EC1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1066_SP_SET: CONCRETE POST
 EC1066_STAMPING: VERT 42 106 1982
 EC1066_MARK LOGO: SCGS  
 EC1066_PROJECTION: FLUSH
 EC1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1066+STABILITY: SURFACE MOTION
 EC1066
 EC1066  HISTORY     - Date     Condition        Report By
 EC1066  HISTORY     - 1982     MONUMENTED       SCGS
 EC1066
 EC1066                          STATION DESCRIPTION
 EC1066
 EC1066'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1066'1.3 KM (0.8 MI) NE FROM EAST SPARTANBURG.
 EC1066'3.4 KILOMETERS (2.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY
 EC1066'176 AND STATE HIGHWAY 9 FROM THE JUNCTION OF U.S. HIGHWAY
 EC1066'29 IN SPARTANBURG, THENCE 1.5 KILOMETERS (0.9 MILE)EAST ALONG
 EC1066'COUNTY ROAD S-42-47 (COUNTRY CLUB ROAD), THENCE 0.2 KILOMETER
 EC1066'(0.1 MILE) NORTH ALONG COUNTY ROAD S-42-241, SET AT THE
 EC1066'SOUTHWEST CORNER OF THE BEN ABON BAPTIST CHURCH, 20.1 METERS
 EC1066'(65.8 FEET) EAST OF THE CENTER LINE OF HIGHWAY 241, 12.5 METERS
 EC1066'(41.0 FEET) NORTH NORTHEAST OF A 50 INCH OAK TREE, 0.9 METER
 EC1066'(2.9 FEET) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH,
 EC1066'2.0 METERS (6.4 FEET) EAST OF A PIPE HAND RAIL.
 EC1066'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1069 ***********************************************************************
 EC1069  DESIGNATION -  42 107
 EC1069  PID         -  EC1069
 EC1069  STATE/COUNTY-  SC/SPARTANBURG
 EC1069  USGS QUAD   -  SPARTANBURG (1983)
 EC1069
 EC1069                         *CURRENT SURVEY CONTROL
 EC1069  ___________________________________________________________________
 EC1069* NAD 83(1986)-  34 55 59.     (N)    081 53 17.     (W)     SCALED    
 EC1069* NAVD 88     -       240.222  (meters)     788.13   (feet)  ADJUSTED  
 EC1069  ___________________________________________________________________
 EC1069  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EC1069  DYNAMIC HT  -         239.984 (meters)     787.35  (feet)  COMP
 EC1069  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 EC1069
 EC1069  VERT ORDER  -  FIRST     CLASS II
 EC1069
 EC1069.The horizontal coordinates were scaled from a topographic map and have
 EC1069.an estimated accuracy of +/- 6 seconds.
 EC1069
 EC1069.The orthometric height was determined by differential leveling
 EC1069.and adjusted by the National Geodetic Survey in June 1991..
 EC1069
 EC1069.The geoid height was determined by GEOID03.
 EC1069
 EC1069.The dynamic height is computed by dividing the NAVD 88
 EC1069.geopotential number by the normal gravity value computed on the
 EC1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1069.degrees latitude (g = 980.6199 gals.).
 EC1069
 EC1069.The modeled gravity was interpolated from observed gravity values.
 EC1069
 EC1069;                    North         East    Units  Estimated Accuracy
 EC1069;SPC SC       -   344,120.      528,460.      MT  (+/- 180 meters Scaled)
 EC1069
 EC1069                          SUPERSEDED SURVEY CONTROL
 EC1069
 EC1069  NGVD 29 (??/??/??)  240.328  (m)          788.48   (f) ADJUSTED    1 2
 EC1069
 EC1069.Superseded values are not recommended for survey control.
 EC1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1069.See file dsdata.txt to determine how the superseded data were derived.
 EC1069
 EC1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU188659(NAD 83)
 EC1069_MARKER: DB = BENCH MARK DISK
 EC1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1069_SP_SET: CONCRETE POST
 EC1069_STAMPING: VERT 42 107 1982
 EC1069_MARK LOGO: SCGS  
 EC1069_PROJECTION: FLUSH
 EC1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1069+STABILITY: SURFACE MOTION
 EC1069
 EC1069  HISTORY     - Date     Condition        Report By
 EC1069  HISTORY     - 1982     MONUMENTED       SCGS
 EC1069
 EC1069                          STATION DESCRIPTION
 EC1069
 EC1069'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1069'IN EAST SPARTANBURG.
 EC1069'3.4 KILOMETERS (2.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY
 EC1069'176 AND STATE HIGHWAY 9 FROM THE JUNCTION OF U.S. HIGHWAY
 EC1069'29 IN SPARTANBURG, THENCE 0.2 KILOMETER (0.15 MILE) EAST
 EC1069'ALONG COUNTY ROAD S-42-47, SET IN THE SOUTHEAST ANGLE OF
 EC1069'THE INTERSECTION OF CLYDE STREET, NEAR THE NORTHWEST CORNER
 EC1069'OF A BRICK BUILDING, 20.7 METERS (68.0 FEET) SOUTH SOUTHEAST
 EC1069'OF THE CENTER LINE OF COUNTY ROAD S-42-47, 10.4 METERS
 EC1069'(34.0 FEET) EAST NORTHEAST OF THE APPROXIMATE CENTER OF CLYDE
 EC1069'STREET, 8.2 METERS (27.0 FEET) SOUTHEAST OF A POWER POLE,
 EC1069'1.4 METERS (4.1 FEET) WEST OF THE NORTHWEST CORNER OF THE
 EC1069'BRICK BUILDING.
 EC1069'THE MARK IS 1.00 M ABOVE COUNTY ROAD S-42-47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1024 ***********************************************************************
 EC1024  DESIGNATION -  42 108
 EC1024  PID         -  EC1024
 EC1024  STATE/COUNTY-  SC/SPARTANBURG
 EC1024  USGS QUAD   -  SPARTANBURG (1983)
 EC1024
 EC1024                         *CURRENT SURVEY CONTROL
 EC1024  ___________________________________________________________________
 EC1024* NAD 83(2001)-  34 55 33.36178(N)    081 53 19.98654(W)     ADJUSTED  
 EC1024* NAVD 88     -       243.123  (meters)     797.65   (feet)  ADJUSTED  
 EC1024  ___________________________________________________________________
 EC1024  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EC1024  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EC1024  DYNAMIC HT  -         242.882 (meters)     796.86  (feet)  COMP
 EC1024  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 EC1024
 EC1024  HORZ ORDER  -  SECOND
 EC1024  VERT ORDER  -  FIRST     CLASS II
 EC1024
 EC1024.The horizontal coordinates were established by classical geodetic methods
 EC1024.and adjusted by the National Geodetic Survey in March 2004..
 EC1024
 EC1024.The orthometric height was determined by differential leveling
 EC1024.and adjusted by the National Geodetic Survey in June 1991..
 EC1024
 EC1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1024
 EC1024.The geoid height was determined by GEOID03.
 EC1024
 EC1024.The dynamic height is computed by dividing the NAVD 88
 EC1024.geopotential number by the normal gravity value computed on the
 EC1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1024.degrees latitude (g = 980.6199 gals.).
 EC1024
 EC1024.The modeled gravity was interpolated from observed gravity values.
 EC1024
 EC1024;                    North         East     Units Scale Factor Converg.
 EC1024;SPC SC       -   343,328.635   528,380.473   MT  1.00003423   -0 29 34.1
 EC1024;SPC SC       - 1,126,406.28  1,733,531.74   iFT  1.00003423   -0 29 34.1
 EC1024;UTM  17      - 3,865,190.024   418,813.607   MT  0.99968123   -0 30 32.1
 EC1024
 EC1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1024!SPC SC       -   0.99996677  x   1.00003423  =   1.00000100
 EC1024!UTM  17      -   0.99996677  x   0.99968123  =   0.99964801
 EC1024
 EC1024                          SUPERSEDED SURVEY CONTROL
 EC1024
 EC1024  NAD 83(1986)-  34 55 33.37350(N)    081 53 19.99047(W) AD(       ) 2
 EC1024  NAVD 88 (10/01/92)  243.12   (m)          797.6    (f) LEVELING    3  
 EC1024  NAVD 88 (07/30/91)  243.56   (m)          799.1    (f) LEVELING    3  
 EC1024  NGVD 29 (??/??/??)  243.230  (m)          798.00   (f) ADJUSTED    1 2
 EC1024
 EC1024.Superseded values are not recommended for survey control.
 EC1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1024.See file dsdata.txt to determine how the superseded data were derived.
 EC1024
 EC1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1881465190(NAD 83)
 EC1024_MARKER: DB = BENCH MARK DISK
 EC1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1024_SP_SET: CONCRETE POST
 EC1024_STAMPING: VERT 42 108 1982
 EC1024_MARK LOGO: SCGS  
 EC1024_PROJECTION: FLUSH
 EC1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1024+STABILITY: SURFACE MOTION
 EC1024
 EC1024  HISTORY     - Date     Condition        Report By
 EC1024  HISTORY     - 1982     MONUMENTED       SCGS
 EC1024  HISTORY     - 19880909 GOOD             SCGS
 EC1024
 EC1024                          STATION DESCRIPTION
 EC1024
 EC1024'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1024'IN EAST SPARTANBURG.
 EC1024'THE MARK IS 0.30 M ABOVE HIGHWAY 56.
 EC1024'3.4 KILOMETERS (2.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 176
 EC1024'AND STATE HIGHWAY 9 FROM THE JUNCTION OF U.S. HIGHWAY 29 IN
 EC1024'SPARTANBURG, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST ALONG
 EC1024'COUNTY ROAD S-42-47, THENCE 0.9 KILOMETER (0.55 MILE) SOUTHEAST
 EC1024'ALONG STATE HIGHWAY 56, SET IN THE V OF A FORK OF HIGHWAY 56
 EC1024'AND COUNTY ROAD S-42-03, 11.2 METERS (36.6 FEET) EAST NORTHEAST
 EC1024'OF THE EAST NORTHEAST CURB OF HIGHWAY 56, 8.0 METERS (26.5 FEET)
 EC1024'SOUTHWEST OF THE SOUTHWEST CURB OF HIGHWAY S-42-03, 9.1 METERS
 EC1024'(30.0 FEET) EAST OF A POWER LINE POLE WITH SEVERAL GUY WIRES,
 EC1024'7.1 METERS (24.3 FEET) NORTH NORTHWEST OF THE WEST CORNER OF
 EC1024'A WHITE WOODEN HOUSE.
 EC1024'THE MARK IS 1.20 METERS  E FROM A WITNESS POST.
 EC1024
 EC1024                          STATION RECOVERY (1988)
 EC1024
 EC1024'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1024'THE STATION IS LOCATED 2.9 MILES SOUTHEAST OF SPARTANBURG AND 7.5
 EC1024'MILES WEST-NORTHWEST OF PACOLET.  OWNERSHIP--SC DEPARTMENT OF
 EC1024'HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO
 EC1024'BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC1024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC1024'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO NORTHERLY ON HIGHWAY 56 FOR
 EC1024'0.35 MILE TO A REVERSE FORK RIGHT (P-4203) AND THE MARK IN THE VEE.
 EC1024'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC1024'ABOVE THE HIGHWAY, 24.0 FEET NORTH-NORTHWEST OF THE WEST CORNER OF A
 EC1024'WOODEN HOUSE (BAIT SHOP), 36.4 FEET EAST-NORTHEAST OF THE NORTHEAST
 EC1024'CURB OF THE HIGHWAY AND 4.0 FEET EAST OF A WITNESS POST.
 EC1024'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1025 ***********************************************************************
 EC1025  DESIGNATION -  42 109
 EC1025  PID         -  EC1025
 EC1025  STATE/COUNTY-  SC/SPARTANBURG
 EC1025  USGS QUAD   -  SPARTANBURG (1983)
 EC1025
 EC1025                         *CURRENT SURVEY CONTROL
 EC1025  ___________________________________________________________________
 EC1025* NAD 83(1986)-  34 55 08.     (N)    081 53 33.     (W)     SCALED    
 EC1025* NAVD 88     -       233.612  (meters)     766.44   (feet)  ADJUSTED  
 EC1025  ___________________________________________________________________
 EC1025  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EC1025  DYNAMIC HT  -         233.381 (meters)     765.68  (feet)  COMP
 EC1025  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 EC1025
 EC1025  VERT ORDER  -  FIRST     CLASS II
 EC1025
 EC1025.The horizontal coordinates were scaled from a topographic map and have
 EC1025.an estimated accuracy of +/- 6 seconds.
 EC1025
 EC1025.The orthometric height was determined by differential leveling
 EC1025.and adjusted by the National Geodetic Survey in June 1991..
 EC1025
 EC1025.The geoid height was determined by GEOID03.
 EC1025
 EC1025.The dynamic height is computed by dividing the NAVD 88
 EC1025.geopotential number by the normal gravity value computed on the
 EC1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1025.degrees latitude (g = 980.6199 gals.).
 EC1025
 EC1025.The modeled gravity was interpolated from observed gravity values.
 EC1025
 EC1025;                    North         East    Units  Estimated Accuracy
 EC1025;SPC SC       -   342,550.      528,040.      MT  (+/- 180 meters Scaled)
 EC1025
 EC1025                          SUPERSEDED SURVEY CONTROL
 EC1025
 EC1025  NGVD 29 (09/16/91)  233.720  (m)          766.80   (f) ADJUSTED    1 2
 EC1025
 EC1025.Superseded values are not recommended for survey control.
 EC1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1025.See file dsdata.txt to determine how the superseded data were derived.
 EC1025
 EC1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU184644(NAD 83)
 EC1025_MARKER: DD = SURVEY DISK
 EC1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1025_SP_SET: CONCRETE POST
 EC1025_STAMPING: VERT 42 109 1982
 EC1025_MARK LOGO: SCGS  
 EC1025_PROJECTION: FLUSH
 EC1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1025+STABILITY: SURFACE MOTION
 EC1025
 EC1025  HISTORY     - Date     Condition        Report By
 EC1025  HISTORY     - 1982     MONUMENTED       SCGS
 EC1025  HISTORY     - 1987     GOOD             SCGS
 EC1025  HISTORY     - 19870112 GOOD             LOCSUR
 EC1025  HISTORY     - 19870112 GOOD             USPSQD
 EC1025
 EC1025                          STATION DESCRIPTION
 EC1025
 EC1025'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1025'1.4 KM (0.9 MI) SOUTH FROM EAST SPARTANBURG.
 EC1025'0.5 KILOMETER (0.3 MILE) WEST ALONG STATE HIGHWAY 295, FROM THE
 EC1025'JUNCTION OF STATE HIGHWAY 56, JUST SOUTH OF EAST SPARTANBURG,
 EC1025'SET ALONG A CHAIN LINK FENCE AT THE SOUTHWEST END OF THE CITY OF
 EC1025'SPARTANBURG SPORTS COMPLEX, 49.3 METERS (161.7 FEET) SOUTH OF THE
 EC1025'CENTER LINE OF HIGHWAY 56, 11.1 METERS (36.3 FEET) SOUTH OF THE
 EC1025'NORTHEAST CORNER OF THE SEVEN FOOT CHAIN LINK FENCE, 0.6 METER
 EC1025'(2.0 FEET) EAST OF THE FENCE, 5.9 METERS (19.3 FEET) WEST OF THE
 EC1025'WEST EDGE OF THE PAVEMENT OF THE DRIVE AND PARKING LOT TO THE
 EC1025'SPORTS COMPLEX, 7.8 METERS (25.7 FEET) NORTHEAST OF A SECURITY
 EC1025'LIGHT.
 EC1025'THE MARK IS 0.50 METERS  ESE FROM A WITNESS POST.
 EC1025'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 EC1025
 EC1025                          STATION RECOVERY (1987)
 EC1025
 EC1025'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1025'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, FROM THE
 EC1025'JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1025'SPARTANBURG), GO WEST SOUTHWEST ON HIGHWAY 295 FOR 0.35 MI TO THE
 EC1025'ENTRANCE TO THE CITY OF SPARTANBURG SPORTS COMPLEX, TURN LEFT ON THE
 EC1025'ENTRANCE FOR 0.05 MI TO THE MARK ON THE RIGHT ALONG A FENCE
 EC1025'LINE, 25.0 FT NORTHWEST OF A POWER POLE WITH A SECURITY LIGHT AND A
 EC1025'REFERENCE WASHER ATTACHED, 36.7 FT SOUTH SOUTHEAST OF THE NORTHEAST
 EC1025'CORNER OF THE CHAIN LINKE FENCE, 1.8 FT EAST NORTHEAST OF THE FENCE,
 EC1025'19.0 FT WEST OF THE WEST EDGE OF THE PAVEMENT.
 EC1025'THE MARK IS 2.0 FT  ESE FROM  A WITNESS POST
 EC1025'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE.
 EC1025
 EC1025                          STATION RECOVERY (1987)
 EC1025
 EC1025'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (BHC)
 EC1025'RECOVERED IN GOOD CONDITION.
 EC1025
 EC1025                          STATION RECOVERY (1987)
 EC1025
 EC1025'RECOVERY NOTE BY US POWER SQUADRON 1987 (BHC)
 EC1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1026 ***********************************************************************
 EC1026  DESIGNATION -  42 110
 EC1026  PID         -  EC1026
 EC1026  STATE/COUNTY-  SC/SPARTANBURG
 EC1026  USGS QUAD   -  SPARTANBURG (1983)
 EC1026
 EC1026                         *CURRENT SURVEY CONTROL
 EC1026  ___________________________________________________________________
 EC1026* NAD 83(2001)-  34 54 53.33705(N)    081 54 15.67604(W)     ADJUSTED  
 EC1026* NAVD 88     -       232.132  (meters)     761.59   (feet)  ADJUSTED  
 EC1026  ___________________________________________________________________
 EC1026  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EC1026  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EC1026  DYNAMIC HT  -         231.903 (meters)     760.84  (feet)  COMP
 EC1026  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 EC1026
 EC1026  HORZ ORDER  -  SECOND
 EC1026  VERT ORDER  -  FIRST     CLASS II
 EC1026
 EC1026.The horizontal coordinates were established by classical geodetic methods
 EC1026.and adjusted by the National Geodetic Survey in March 2004..
 EC1026.No horizontal observational check was made to the station.
 EC1026
 EC1026.The orthometric height was determined by differential leveling
 EC1026.and adjusted by the National Geodetic Survey in June 1991..
 EC1026
 EC1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1026
 EC1026.The geoid height was determined by GEOID03.
 EC1026
 EC1026.The dynamic height is computed by dividing the NAVD 88
 EC1026.geopotential number by the normal gravity value computed on the
 EC1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1026.degrees latitude (g = 980.6199 gals.).
 EC1026
 EC1026.The modeled gravity was interpolated from observed gravity values.
 EC1026
 EC1026;                    North         East     Units Scale Factor Converg.
 EC1026;SPC SC       -   342,107.487   526,956.248   MT  1.00002998   -0 30 04.9
 EC1026;SPC SC       - 1,122,399.89  1,728,859.08   iFT  1.00002998   -0 30 04.9
 EC1026;UTM  17      - 3,863,969.705   417,389.535   MT  0.99968411   -0 31 03.5
 EC1026
 EC1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1026!SPC SC       -   0.99996850  x   1.00002998  =   0.99999847
 EC1026!UTM  17      -   0.99996850  x   0.99968411  =   0.99965262
 EC1026
 EC1026                          SUPERSEDED SURVEY CONTROL
 EC1026
 EC1026  NAD 83(1986)-  34 54 53.34896(N)    081 54 15.68015(W) AD(       ) 2
 EC1026  NAVD 88 (10/01/92)  232.13   (m)          761.6    (f) LEVELING    3  
 EC1026  NAVD 88 (07/30/91)  232.57   (m)          763.0    (f) LEVELING    3  
 EC1026  NGVD 29 (09/16/91)  232.239  (m)          761.94   (f) ADJUSTED    1 2
 EC1026
 EC1026.Superseded values are not recommended for survey control.
 EC1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1026.See file dsdata.txt to determine how the superseded data were derived.
 EC1026
 EC1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1739063970(NAD 83)
 EC1026_MARKER: DD = SURVEY DISK
 EC1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1026_SP_SET: CONCRETE POST
 EC1026_STAMPING: VERT 42 110 1982
 EC1026_MARK LOGO: SCGS  
 EC1026_PROJECTION: PROJECTING 8 CENTIMETERS
 EC1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1026+STABILITY: SURFACE MOTION
 EC1026
 EC1026  HISTORY     - Date     Condition        Report By
 EC1026  HISTORY     - 1982     MONUMENTED       SCGS
 EC1026  HISTORY     - 1987     GOOD             SCGS
 EC1026
 EC1026                          STATION DESCRIPTION
 EC1026
 EC1026'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1026'2.1 KM (1.3 MI) SW FROM EAST SPARTANBURG.
 EC1026'1.6 KILOMETERS (1.0 MILE) WEST ALONG STATE HIGHWAY 295 FROM THE
 EC1026'JUNCTION OF STATE HIGHWAY 56, JUST SOUTH OF EAST SPARTANBURG,
 EC1026'SET ON THE NORTH SIDE OF STATE HIGHWAY 295 IN A WOODED AREA,
 EC1026'AT THE END OF A SMALL GRAVEL DRIVE, 30.2 METERS (99.0 FEET)
 EC1026'NORTH NORTHWEST OF THE CENTER LINE OF 295, 23.1 METERS
 EC1026'(75.7 FEET) NORTHEAST OF A POWER POLE NUMBER 698, 6.4 METERS
 EC1026'(21.0 FEET) NORTHWEST OF A 12 INCH PINE TREE, 6.1 METERS
 EC1026'(20.0 FEET) SOUTHEAST OF A 15 INCH PINE TREE.
 EC1026'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 EC1026'THE MARK IS 2.00 M ABOVE STATE HIGHWAY 295.
 EC1026
 EC1026                          STATION RECOVERY (1987)
 EC1026
 EC1026'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1026'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, FROM THE
 EC1026'JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1026'SPARTANBURG), GO WEST SOUTHWEST ON HIGHWAY 295 FOR 1.1 MI TO THE
 EC1026'MARK ON THE RIGHT IN THE WEST ANGLE OF AN ENTRANCE DRIVEWAY TO POWERS
 EC1026'CONSTRUCTION COMPANY, 99.0 FT NORTH NORTHWEST OF THE CENTER OF
 EC1026'THE HIGHWAY, 57.0 FT SOUTHWEST OF A 7-INCH PINE TREE, 28.0 FT
 EC1026'NORTH NORTHEAST OF A 6-INCH OAK TREE, 86.0 FT NORTH NORTHWEST OF
 EC1026'THE CENTER OF THE DRIVEWAY AT THE HIGHWAY.
 EC1026'THE MARK IS 1.2 FT  S FROM  A WITNESS POST
 EC1026'THE MARK IS 10.0 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1027 ***********************************************************************
 EC1027  DESIGNATION -  42 111
 EC1027  PID         -  EC1027
 EC1027  STATE/COUNTY-  SC/SPARTANBURG
 EC1027  USGS QUAD   -  SPARTANBURG (1983)
 EC1027
 EC1027                         *CURRENT SURVEY CONTROL
 EC1027  ___________________________________________________________________
 EC1027* NAD 83(2001)-  34 54 34.33887(N)    081 54 52.71636(W)     ADJUSTED  
 EC1027* NAVD 88     -       196.140  (meters)     643.50   (feet)  ADJUSTED  
 EC1027  ___________________________________________________________________
 EC1027  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EC1027  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC1027  DYNAMIC HT  -         195.946 (meters)     642.87  (feet)  COMP
 EC1027  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 EC1027
 EC1027  HORZ ORDER  -  SECOND
 EC1027  VERT ORDER  -  FIRST     CLASS II
 EC1027
 EC1027.The horizontal coordinates were established by classical geodetic methods
 EC1027.and adjusted by the National Geodetic Survey in March 2004..
 EC1027
 EC1027.The orthometric height was determined by differential leveling
 EC1027.and adjusted by the National Geodetic Survey in June 1991..
 EC1027
 EC1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1027
 EC1027.The geoid height was determined by GEOID03.
 EC1027
 EC1027.The dynamic height is computed by dividing the NAVD 88
 EC1027.geopotential number by the normal gravity value computed on the
 EC1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1027.degrees latitude (g = 980.6199 gals.).
 EC1027
 EC1027.The modeled gravity was interpolated from observed gravity values.
 EC1027
 EC1027;                    North         East     Units Scale Factor Converg.
 EC1027;SPC SC       -   341,530.312   526,010.841   MT  1.00002798   -0 30 25.5
 EC1027;SPC SC       - 1,120,506.27  1,725,757.35   iFT  1.00002798   -0 30 25.5
 EC1027;UTM  17      - 3,863,392.998   416,444.288   MT  0.99968604   -0 31 24.5
 EC1027
 EC1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1027!SPC SC       -   0.99997414  x   1.00002798  =   1.00000212
 EC1027!UTM  17      -   0.99997414  x   0.99968604  =   0.99966019
 EC1027
 EC1027                          SUPERSEDED SURVEY CONTROL
 EC1027
 EC1027  NAD 83(1986)-  34 54 34.35089(N)    081 54 52.72065(W) AD(       ) 2
 EC1027  NAVD 88 (10/01/92)  196.14   (m)          643.5    (f) LEVELING    3  
 EC1027  NAVD 88 (07/30/91)  196.57   (m)          644.9    (f) LEVELING    3  
 EC1027  NGVD 29 (09/16/91)  196.247  (m)          643.85   (f) ADJUSTED    1 2
 EC1027
 EC1027.Superseded values are not recommended for survey control.
 EC1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1027.See file dsdata.txt to determine how the superseded data were derived.
 EC1027
 EC1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1644463393(NAD 83)
 EC1027_MARKER: DD = SURVEY DISK
 EC1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1027_SP_SET: CONCRETE POST
 EC1027_STAMPING: VERT 42 111 1982
 EC1027_MARK LOGO: SCGS  
 EC1027_PROJECTION: FLUSH
 EC1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1027+STABILITY: SURFACE MOTION
 EC1027
 EC1027  HISTORY     - Date     Condition        Report By
 EC1027  HISTORY     - 1982     MONUMENTED       SCGS
 EC1027  HISTORY     - 1987     GOOD             SCGS
 EC1027
 EC1027                          STATION DESCRIPTION
 EC1027
 EC1027'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1027'3.2 KM (2.0 MI) SOUTH FROM EAST SPARTANBURG.
 EC1027'2.7 KILOMETERS (1.7 MILES) WEST ALONG STATE HIGHWAY
 EC1027'295 FROM THE JUNCTION OF STATE HIGHWAY 56, JUST SOUTH OF EAST
 EC1027'SPARTANBURG, SET IN THE NORTHEAST ANGLE OF THE JUNCTION OF A
 EC1027'PAVED ROAD LEADING TO THE SPARTANBURG SEWAGE DISPOSAL PLANT,
 EC1027'NEAR TWO 12 INCH ELMS, 45.7 METERS (150.0 FEET) SOUTH SOUTHEAST
 EC1027'OF THE CENTER LINE OF 295, 23.0 METERS (75.6 FEET) SOUTHEAST
 EC1027'OF A POWER POLE, 40.3 METERS (132.3 FEET) EAST OF A FIRE HYDRANT,
 EC1027'16.2 METERS (53.0 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF THE
 EC1027'PAVED ROAD, 3.5 METERS (53.0 FEET)         OF A 12 INCH
 EC1027'ELM TREE, 6.7 METERS (22.0 FEET)        OF A 12 INCH ELM TREE.
 EC1027'THE MARK IS 0.80 METERS  SSE FROM A WITNESS POST.
 EC1027'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 295.
 EC1027
 EC1027                          STATION RECOVERY (1987)
 EC1027
 EC1027'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1027'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, FROM THE
 EC1027'JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1027'SPARTANBURG), GO WEST SOUTHWEST ON HIGHWAY 295 FOR 1.8 MI TO THE
 EC1027'ENTRANCE DRIVEWAY TO THE SPARTANBURG SEWER TREATMENT PLANT, TURN LEFT
 EC1027'ON THE DRIVEWAY FOR 0.05 MI TO THE MARK ON THE LEFT, ALONG
 EC1027'A ROW OF WATER OAK TREES, 53.0 FT NORTHEAST OF THE CENTER OF THE
 EC1027'ENTRANCE DRIVEWAY, 22.1 FT WEST SOUTHWEST OF A 12-INCH WATER OAK
 EC1027'TREE, 12.0 FT EAST OF A 12-INCH WATER OAK TREE.
 EC1027'THE MARK IS 3.0 FT  SE FROM  A WITNESS POST
 EC1027'THE MARK IS 6.0 FT ABOVE THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1028 ***********************************************************************
 EC1028  DESIGNATION -  42 112
 EC1028  PID         -  EC1028
 EC1028  STATE/COUNTY-  SC/SPARTANBURG
 EC1028  USGS QUAD   -  SPARTANBURG (1983)
 EC1028
 EC1028                         *CURRENT SURVEY CONTROL
 EC1028  ___________________________________________________________________
 EC1028* NAD 83(2001)-  34 54 21.74301(N)    081 54 54.83429(W)     ADJUSTED  
 EC1028* NAVD 88     -       185.517  (meters)     608.65   (feet)  ADJUSTED  
 EC1028  ___________________________________________________________________
 EC1028  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EC1028  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 EC1028  DYNAMIC HT  -         185.334 (meters)     608.05  (feet)  COMP
 EC1028  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 EC1028
 EC1028  HORZ ORDER  -  SECOND
 EC1028  VERT ORDER  -  FIRST     CLASS II
 EC1028
 EC1028.The horizontal coordinates were established by classical geodetic methods
 EC1028.and adjusted by the National Geodetic Survey in March 2004..
 EC1028.No horizontal observational check was made to the station.
 EC1028
 EC1028.The orthometric height was determined by differential leveling
 EC1028.and adjusted by the National Geodetic Survey in June 1991..
 EC1028
 EC1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1028
 EC1028.The geoid height was determined by GEOID03.
 EC1028
 EC1028.The dynamic height is computed by dividing the NAVD 88
 EC1028.geopotential number by the normal gravity value computed on the
 EC1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1028.degrees latitude (g = 980.6199 gals.).
 EC1028
 EC1028.The modeled gravity was interpolated from observed gravity values.
 EC1028
 EC1028;                    North         East     Units Scale Factor Converg.
 EC1028;SPC SC       -   341,142.634   525,953.638   MT  1.00002666   -0 30 26.7
 EC1028;SPC SC       - 1,119,234.36  1,725,569.68   iFT  1.00002666   -0 30 26.7
 EC1028;UTM  17      - 3,863,005.469   416,386.995   MT  0.99968616   -0 31 25.5
 EC1028
 EC1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1028!SPC SC       -   0.99997581  x   1.00002666  =   1.00000247
 EC1028!UTM  17      -   0.99997581  x   0.99968616  =   0.99966198
 EC1028
 EC1028                          SUPERSEDED SURVEY CONTROL
 EC1028
 EC1028  NAD 83(1986)-  34 54 21.75506(N)    081 54 54.83867(W) AD(       ) 2
 EC1028  NAVD 88 (10/01/92)  185.52   (m)          608.7    (f) LEVELING    3  
 EC1028  NAVD 88 (07/30/91)  185.95   (m)          610.1    (f) LEVELING    3  
 EC1028  NGVD 29 (??/??/??)  185.624  (m)          609.00   (f) ADJUSTED    1 2
 EC1028
 EC1028.Superseded values are not recommended for survey control.
 EC1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1028.See file dsdata.txt to determine how the superseded data were derived.
 EC1028
 EC1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1638763005(NAD 83)
 EC1028_MARKER: DD = SURVEY DISK
 EC1028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EC1028_SP_SET: CONCRETE LEDGE OF HOLDING TANK
 EC1028_STAMPING: VERT 42 112 1982
 EC1028_MARK LOGO: SCGS  
 EC1028_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1028+STABILITY: SURFACE MOTION
 EC1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1028+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 EC1028
 EC1028  HISTORY     - Date     Condition        Report By
 EC1028  HISTORY     - 1982     MONUMENTED       SCGS
 EC1028  HISTORY     - 1987     GOOD             SCGS
 EC1028  HISTORY     - 19881010 GOOD             SCGS
 EC1028
 EC1028                          STATION DESCRIPTION
 EC1028
 EC1028'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1028'3.4 KM (2.1 MI) SW FROM EAST SPARTANBURG.
 EC1028'THE MARK IS ABOVE LEVEL WITH TOP OF HOLDING TANK.
 EC1028'2.7 KILOMETERS (1.65 MILES) WEST ALONG STATE HIGHWAY 295
 EC1028'FROM THE JUNCTION OF STATE HIGHWAY 56, JUST SOUTH OF EAST
 EC1028'SPARTANBURG, THENCE 0.5 KILOMETER (0.3 MILE) SOUTH ALONG
 EC1028'TTHE ROAD TO THE SOUTH SIDE OF THE SPARTANBURG SEWAGE
 EC1028'DISPOSAL PLANT, SET ON THE NORTH SIDE OF THE ROUND
 EC1028'HOLDING TANK WALL, BETWEEN TWO IRON I BEAMS.
 EC1028
 EC1028                          STATION RECOVERY (1987)
 EC1028
 EC1028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1028'THE MARK IS 0.3 FT ABOVE THE ACCESS DRIVE.
 EC1028'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, FROM THE
 EC1028'JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1028'SPARTANBURG), GO WEST SOUTHWEST ON HIGHWAY 295 FOR 1.8 MI TO THE
 EC1028'ENTRANCE DRIVE TO THE SPARTANBURG SEWER TREATMENT PLANT, TURN LEFT
 EC1028'ON THE DRIVEWAY FOR 0.3 MI TO THE MARK IN THE LEDGE OF A LARGE ROUND
 EC1028'OPEN SEWER TANK, AMONG OTHER OPEN SEWER TANKS AND PITS, 93.0 FT
 EC1028'EAST OF A METAL SECURITY LIGHT POLE, 22.0 FT SOUTH SOUTHEAST OF
 EC1028'THE CENTER OF THE ACCESS DRIVEWAY, 143.0 FT WEST OF A METAL SECURITY
 EC1028'LIGHT POLE.
 EC1028
 EC1028                          STATION RECOVERY (1988)
 EC1028
 EC1028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1028'THE STATION IS LOCATED 3.15 MILES SOUTH-SOUTHEAST OF SPARTANBURG.
 EC1028'OWNERSHIP--SPARTANBURG COUNTY WATER SYSTEM, LAWSON-FORK WASTE WATER
 EC1028'TREATMENT PLANT, 2736 COUNTRY CLUB ROAD, SPARTANBURG, SC 29302-4403,
 EC1028'PHONE 803-582-6375.
 EC1028'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC1028'(3.2 MILES SOUTHEAST OF SPARTANBURG), GO WEST-SOUTHWEST ON HIGHWAY
 EC1028'295 FOR 1.8 MILES TO A DRIVEWAY LEFT (ENTRANCE TO THE SPARTANBURG
 EC1028'FAIRFOREST SEWER TREATMENT PLANT), TURN LEFT ON THE DRIVEWAY FOR 0.05
 EC1028'MILES TO THE PERIMETER FENCE AND GATE, MAKE WAY THROUGH PLANT
 EC1028'SOUTHWESTERLY TO 2 LARGE CIRCULAR CONCRETE BASINS AND THE MARK IN THE
 EC1028'TOP OF THE NORTH WALL OF THE WEST BASIN.
 EC1028'THE STATION IS 1 FOOT ABOVE THE ROAD.
 EC1028'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1029 ***********************************************************************
 EC1029  DESIGNATION -  42 113
 EC1029  PID         -  EC1029
 EC1029  STATE/COUNTY-  SC/SPARTANBURG
 EC1029  USGS QUAD   -  SPARTANBURG (1983)
 EC1029
 EC1029                         *CURRENT SURVEY CONTROL
 EC1029  ___________________________________________________________________
 EC1029* NAD 83(2001)-  34 54 27.04419(N)    081 55 38.51636(W)     ADJUSTED  
 EC1029* NAVD 88     -       207.044  (meters)     679.28   (feet)  ADJUSTED  
 EC1029  ___________________________________________________________________
 EC1029  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 EC1029  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 EC1029  DYNAMIC HT  -         206.840 (meters)     678.61  (feet)  COMP
 EC1029  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 EC1029
 EC1029  HORZ ORDER  -  SECOND
 EC1029  VERT ORDER  -  FIRST     CLASS II
 EC1029
 EC1029.The horizontal coordinates were established by classical geodetic methods
 EC1029.and adjusted by the National Geodetic Survey in March 2004..
 EC1029.No horizontal observational check was made to the station.
 EC1029
 EC1029.The orthometric height was determined by differential leveling
 EC1029.and adjusted by the National Geodetic Survey in June 1991..
 EC1029
 EC1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1029
 EC1029.The geoid height was determined by GEOID03.
 EC1029
 EC1029.The dynamic height is computed by dividing the NAVD 88
 EC1029.geopotential number by the normal gravity value computed on the
 EC1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1029.degrees latitude (g = 980.6199 gals.).
 EC1029
 EC1029.The modeled gravity was interpolated from observed gravity values.
 EC1029
 EC1029;                    North         East     Units Scale Factor Converg.
 EC1029;SPC SC       -   341,315.881   524,846.172   MT  1.00002721   -0 30 50.9
 EC1029;SPC SC       - 1,119,802.76  1,721,936.26   iFT  1.00002721   -0 30 50.9
 EC1029;UTM  17      - 3,863,178.975   415,279.954   MT  0.99968846   -0 31 50.6
 EC1029
 EC1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1029!SPC SC       -   0.99997243  x   1.00002721  =   0.99999964
 EC1029!UTM  17      -   0.99997243  x   0.99968846  =   0.99966090
 EC1029
 EC1029                          SUPERSEDED SURVEY CONTROL
 EC1029
 EC1029  NAD 83(1986)-  34 54 27.05657(N)    081 55 38.52077(W) AD(       ) 2
 EC1029  NAVD 88 (10/01/92)  207.04   (m)          679.3    (f) LEVELING    3  
 EC1029  NAVD 88 (07/30/91)  207.48   (m)          680.7    (f) LEVELING    3  
 EC1029  NGVD 29 (09/16/91)  207.150  (m)          679.62   (f) ADJUSTED    1 2
 EC1029
 EC1029.Superseded values are not recommended for survey control.
 EC1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1029.See file dsdata.txt to determine how the superseded data were derived.
 EC1029
 EC1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1528063179(NAD 83)
 EC1029_MARKER: DD = SURVEY DISK
 EC1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1029_SP_SET: CONCRETE POST
 EC1029_STAMPING: VERT 42 113 1982
 EC1029_MARK LOGO: SCGS  
 EC1029_PROJECTION: FLUSH
 EC1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1029+STABILITY: SURFACE MOTION
 EC1029
 EC1029  HISTORY     - Date     Condition        Report By
 EC1029  HISTORY     - 1982     MONUMENTED       SCGS
 EC1029  HISTORY     - 1987     GOOD             SCGS
 EC1029
 EC1029                          STATION DESCRIPTION
 EC1029
 EC1029'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1029'4.8 KM (3.0 MI) SOUTH FROM SPARTANBURG.
 EC1029'4.0 KILOMETERS (2.5 MILES) WEST ALONG STATE HIGHWAY
 EC1029'295 FROM THE JUNCTION OF STATE HIGHWAY 56, JUST SOUTH
 EC1029'OF EAST SPARTANBURG, 0.3 KILOMETER (0.2 MILE) BEFORE
 EC1029'REACHING A RAILROAD UNDERPASS, SET ON THE NORTH SIDE
 EC1029'OF THE HIGHWAY, BETWEEN A POWER POLE AND A SIGN FOR
 EC1029'PAGES FISHING LAKE, 3.2 METERS (10.4 FEET) WEST OF
 EC1029'POWER LINE POLE NUMBER 101, 14.4 METERS (47.3 FEET)
 EC1029'NORTH NORTHEAST OF THE NORTH EDGE OF HIGHWAY 295,
 EC1029'1.3 METERS (4.3 FEET) SOUTH SOUTHWEST OF A WIRE FENCE LINE,
 EC1029'54.6 METERS (179.0 FEET) WEST NORTHWEST OF A 50 INCH
 EC1029'TWIN TRUNK OAK TREE.
 EC1029'THE MARK IS 0.50 METERS  SSW FROM A WITNESS POST.
 EC1029'THE MARK IS 1.00 M BELOW HIGHWAY 295.
 EC1029
 EC1029                          STATION RECOVERY (1987)
 EC1029
 EC1029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1029'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, FROM THE
 EC1029'OVERPASS JUNCTION OF U.S. HIGHWAY 221 AND STATE HIGHWAY 295 (3.1 MI
 EC1029'SOUTH SOUTHWEST OF SPARTANBURG), GO EAST SOUTHEAST ON HIGHWAY 295 FOR
 EC1029'1.2 MI TO THE MARK ON THE LEFT NEAR A FENCE LINE AT THE ENTRANCE TO
 EC1029'PAGES LAKE, 17.4 FT WEST OF A POWER POLE NUMBER 101 WITH A
 EC1029'TRANSFORMER AND REFERENCE WASHER ATTACHED, 17.2 FT EAST OF A SIGN
 EC1029'POST (PAGES LAKE) WITH A REFERENCE WASHER ATTACHED, 71.0 FT NORTH
 EC1029'NORTHEAST OF THE CENTER OF THE HIGHWAY.
 EC1029'THE MARK IS 1.5 FT  WNW FROM  A WITNESS POST
 EC1029'THE MARK IS 3.0 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1030 ***********************************************************************
 EC1030  DESIGNATION -  42 114
 EC1030  PID         -  EC1030
 EC1030  STATE/COUNTY-  SC/SPARTANBURG
 EC1030  USGS QUAD   -  SPARTANBURG (1983)
 EC1030
 EC1030                         *CURRENT SURVEY CONTROL
 EC1030  ___________________________________________________________________
 EC1030* NAD 83(1986)-  34 54 22.     (N)    081 56 22.     (W)     SCALED    
 EC1030* NAVD 88     -       202.287  (meters)     663.67   (feet)  ADJUSTED  
 EC1030  ___________________________________________________________________
 EC1030  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 EC1030  DYNAMIC HT  -         202.087 (meters)     663.01  (feet)  COMP
 EC1030  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 EC1030
 EC1030  VERT ORDER  -  FIRST     CLASS II
 EC1030
 EC1030.The horizontal coordinates were scaled from a topographic map and have
 EC1030.an estimated accuracy of +/- 6 seconds.
 EC1030
 EC1030.The orthometric height was determined by differential leveling
 EC1030.and adjusted by the National Geodetic Survey in June 1991..
 EC1030.WARNING-Repeat measurements at this control monument indicate possible
 EC1030.vertical movement.
 EC1030
 EC1030.The geoid height was determined by GEOID03.
 EC1030
 EC1030.The dynamic height is computed by dividing the NAVD 88
 EC1030.geopotential number by the normal gravity value computed on the
 EC1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1030.degrees latitude (g = 980.6199 gals.).
 EC1030
 EC1030.The modeled gravity was interpolated from observed gravity values.
 EC1030
 EC1030;                    North         East    Units  Estimated Accuracy
 EC1030;SPC SC       -   341,170.      523,740.      MT  (+/- 180 meters Scaled)
 EC1030
 EC1030                          SUPERSEDED SURVEY CONTROL
 EC1030
 EC1030  NGVD 29 (09/16/91)  202.400  (m)          664.04   (f) ADJUSTED    1 2
 EC1030
 EC1030.Superseded values are not recommended for survey control.
 EC1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1030.See file dsdata.txt to determine how the superseded data were derived.
 EC1030
 EC1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU141630(NAD 83)
 EC1030_MARKER: DD = SURVEY DISK
 EC1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1030_SP_SET: CONCRETE POST
 EC1030_STAMPING: VERT 42 114 1982
 EC1030_MARK LOGO: SCGS  
 EC1030_PROJECTION: PROJECTING 3 CENTIMETERS
 EC1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1030+STABILITY: SURFACE MOTION
 EC1030
 EC1030  HISTORY     - Date     Condition        Report By
 EC1030  HISTORY     - 1982     MONUMENTED       SCGS
 EC1030  HISTORY     - 1987     GOOD             SCGS
 EC1030
 EC1030                          STATION DESCRIPTION
 EC1030
 EC1030'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1030'3.7 KM (2.3 MI) NE FROM ROEBUCK.
 EC1030'5.3 KILOMETERS (3.3 MILES) WEST ALONG STATE HIGHWAY 295 FROM
 EC1030'THE JUNCTION OF STATE HIGHWAY 56, JUST SOUTH OF EAST
 EC1030'SPARTANBURG, 0.7 KILOMETERS (0.45 MILE) EAST OF THE JUNCTION
 EC1030'OF STATE HIGHWAY 221, SET ON A SIX FOOT BANK, ON THE NORTH
 EC1030'SIDE OF THE HIGHWAY, 15.2 METERS (50.5 FEET) NORTH OF THE
 EC1030'CENTER LINE OF HIGHWAY 295, 104.0 METERS (341.0 FEET) WEST
 EC1030'OF A STREAM UNDER THE HIGHWAY, 1.9 METERS (6.3 FEET) WEST OF
 EC1030'A 15 INCH OAK TREE.
 EC1030'THE MARK IS 0.70 METERS  S FROM A WITNESS POST.
 EC1030'THE MARK IS 2.00 M ABOVE HIGHWAY 295.
 EC1030
 EC1030                          STATION RECOVERY (1987)
 EC1030
 EC1030'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1030'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, FROM THE
 EC1030'OVERPASS JUNCTION OF U.S. HIGHWAY 221 AND STATE HIGHWAY 295 (3.1 MI
 EC1030'SOUTH SOUTHWEST OF SPARTANBURG), GO EAST SOUTHEAST ON HIGHWAY 295 FOR
 EC1030'0.45 MI TO THE MARK ON THE LEFT IN A WOODED AREA, 6.4 FT WEST OF A
 EC1030'16-INCH OAK TREE, 46.0 FT NORTH NORTHWEST OF THE CENTER OF THE
 EC1030'HIGHWAY, 15.0 FT EAST NORTHEAST OF A 7-INCH PINE TREE.
 EC1030'THE MARK IS 2.2 FT  SSE FROM  A WITNESS POST
 EC1030'THE MARK IS 3.0 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1031 ***********************************************************************
 EC1031  DESIGNATION -  42 115
 EC1031  PID         -  EC1031
 EC1031  STATE/COUNTY-  SC/SPARTANBURG
 EC1031  USGS QUAD   -  SPARTANBURG (1983)
 EC1031
 EC1031                         *CURRENT SURVEY CONTROL
 EC1031  ___________________________________________________________________
 EC1031* NAD 83(1986)-  34 54 22.     (N)    081 56 49.     (W)     SCALED    
 EC1031* NAVD 88     -       221.798  (meters)     727.68   (feet)  ADJUSTED  
 EC1031  ___________________________________________________________________
 EC1031  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EC1031  DYNAMIC HT  -         221.578 (meters)     726.96  (feet)  COMP
 EC1031  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 EC1031
 EC1031  VERT ORDER  -  FIRST     CLASS II
 EC1031
 EC1031.The horizontal coordinates were scaled from a topographic map and have
 EC1031.an estimated accuracy of +/- 6 seconds.
 EC1031
 EC1031.The orthometric height was determined by differential leveling
 EC1031.and adjusted by the National Geodetic Survey in June 1991..
 EC1031
 EC1031.The geoid height was determined by GEOID03.
 EC1031
 EC1031.The dynamic height is computed by dividing the NAVD 88
 EC1031.geopotential number by the normal gravity value computed on the
 EC1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1031.degrees latitude (g = 980.6199 gals.).
 EC1031
 EC1031.The modeled gravity was interpolated from observed gravity values.
 EC1031
 EC1031;                    North         East    Units  Estimated Accuracy
 EC1031;SPC SC       -   341,180.      523,060.      MT  (+/- 180 meters Scaled)
 EC1031
 EC1031                          SUPERSEDED SURVEY CONTROL
 EC1031
 EC1031  NGVD 29 (09/16/91)  221.905  (m)          728.03   (f) ADJUSTED    1 2
 EC1031
 EC1031.Superseded values are not recommended for survey control.
 EC1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1031.See file dsdata.txt to determine how the superseded data were derived.
 EC1031
 EC1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU134630(NAD 83)
 EC1031_MARKER: DD = SURVEY DISK
 EC1031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EC1031_SP_SET: VERTICAL IN PIER OF OVERPASS
 EC1031_STAMPING: VERT 42 115 1982
 EC1031_MARK LOGO: SCGS  
 EC1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC1031
 EC1031  HISTORY     - Date     Condition        Report By
 EC1031  HISTORY     - 1982     MONUMENTED       SCGS
 EC1031  HISTORY     - 1987     GOOD             SCGS
 EC1031  HISTORY     - 19870105 GOOD             DMA
 EC1031  HISTORY     - 19870105 GOOD             USPSQD
 EC1031
 EC1031                          STATION DESCRIPTION
 EC1031
 EC1031'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1031'3.5 KM (2.2 MI) NE FROM ROEBUCK.
 EC1031'AT THE JUNCTION OF U.S. HIGHWAY 221 AND STATE HIGHWAY 295,
 EC1031'SET VERTICALLY ON THE NORTHEAST END, IN THE SECOND PIER
 EC1031'FROM THE NORTH SIDE.
 EC1031'THE MARK IS 1.10 M ABOVE STATE HIGHWAY 295.
 EC1031
 EC1031                          STATION RECOVERY (1987)
 EC1031
 EC1031'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1031'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, AT THE
 EC1031'JUNCTION OF U.S. HIGHWAY 221 AND STATE HIGHWAY 295 (3.0 MI SOUTHWEST
 EC1031'OF SPARTANBURG), SET VERTICALLY IN THE SOUTHWEST FACE OF THE SECOND
 EC1031'PIER FROM THE NORTHWEST SUPPORTING THE NORTHEAST END OF THE OVERPASS,
 EC1031'17.2 FT EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 37.5
 EC1031'FT SOUTH SOUTHEAST OF THE FACE OF THE NORTHWEST MOST PIER.
 EC1031'THE MARK IS 4.5 FT ABOVE THE GROUND.
 EC1031
 EC1031                          STATION RECOVERY (1987)
 EC1031
 EC1031'RECOVERY NOTE BY DEFENSE MAP AGENCY 1987 (BHC)
 EC1031'RECOVERED IN GOOD CONDITION.
 EC1031
 EC1031                          STATION RECOVERY (1987)
 EC1031
 EC1031'RECOVERY NOTE BY US POWER SQUADRON 1987 (BHC)
 EC1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1032 ***********************************************************************
 EC1032  DESIGNATION -  42 116
 EC1032  PID         -  EC1032
 EC1032  STATE/COUNTY-  SC/SPARTANBURG
 EC1032  USGS QUAD   -  SPARTANBURG (1983)
 EC1032
 EC1032                         *CURRENT SURVEY CONTROL
 EC1032  ___________________________________________________________________
 EC1032* NAD 83(2001)-  34 54 29.94987(N)    081 57 32.06849(W)     ADJUSTED  
 EC1032* NAVD 88     -       235.171  (meters)     771.56   (feet)  ADJUSTED  
 EC1032  ___________________________________________________________________
 EC1032  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 EC1032  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EC1032  DYNAMIC HT  -         234.939 (meters)     770.80  (feet)  COMP
 EC1032  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 EC1032
 EC1032  HORZ ORDER  -  SECOND
 EC1032  VERT ORDER  -  FIRST     CLASS II
 EC1032
 EC1032.The horizontal coordinates were established by classical geodetic methods
 EC1032.and adjusted by the National Geodetic Survey in March 2004..
 EC1032.No horizontal observational check was made to the station.
 EC1032
 EC1032.The orthometric height was determined by differential leveling
 EC1032.and adjusted by the National Geodetic Survey in June 1991..
 EC1032
 EC1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1032
 EC1032.The geoid height was determined by GEOID03.
 EC1032
 EC1032.The dynamic height is computed by dividing the NAVD 88
 EC1032.geopotential number by the normal gravity value computed on the
 EC1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1032.degrees latitude (g = 980.6199 gals.).
 EC1032
 EC1032.The modeled gravity was interpolated from observed gravity values.
 EC1032
 EC1032;                    North         East     Units Scale Factor Converg.
 EC1032;SPC SC       -   341,431.730   521,964.373   MT  1.00002752   -0 31 53.8
 EC1032;SPC SC       - 1,120,182.84  1,712,481.54   iFT  1.00002752   -0 31 53.8
 EC1032;UTM  17      - 3,863,295.633   412,399.158   MT  0.99969458   -0 32 55.6
 EC1032
 EC1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1032!SPC SC       -   0.99996801  x   1.00002752  =   0.99999553
 EC1032!UTM  17      -   0.99996801  x   0.99969458  =   0.99966260
 EC1032
 EC1032                          SUPERSEDED SURVEY CONTROL
 EC1032
 EC1032  NAD 83(1986)-  34 54 29.96214(N)    081 57 32.07074(W) AD(       ) 2
 EC1032  NAVD 88 (10/01/92)  235.17   (m)          771.6    (f) LEVELING    3  
 EC1032  NAVD 88 (09/17/91)  235.60   (m)          773.0    (f) LEVELING    3  
 EC1032  NGVD 29 (??/??/??)  235.278  (m)          771.91   (f) ADJUSTED    1 2
 EC1032
 EC1032.Superseded values are not recommended for survey control.
 EC1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1032.See file dsdata.txt to determine how the superseded data were derived.
 EC1032
 EC1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1239963296(NAD 83)
 EC1032_MARKER: DB = BENCH MARK DISK
 EC1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1032_SP_SET: CONCRETE POST
 EC1032_STAMPING: VERT 42 116 1982
 EC1032_MARK LOGO: SCGS  
 EC1032_PROJECTION: FLUSH
 EC1032_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1032+STABILITY: SURFACE MOTION
 EC1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1032+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1989
 EC1032
 EC1032  HISTORY     - Date     Condition        Report By
 EC1032  HISTORY     - 1982     MONUMENTED       SCGS
 EC1032  HISTORY     - 19890103 GOOD             SCGS
 EC1032
 EC1032                          STATION DESCRIPTION
 EC1032
 EC1032'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1032'3.2 KM (2.0 MI) NORTH FROM ROEBUCK.
 EC1032'THE MARK IS 0.50 M BELOW HIGHWAY 295.
 EC1032'2.3 KILOMETERS (1.45 MILES) WEST ALONG STATE HIGHWAY 295 FROM
 EC1032'THE JUNCTION OF STATE HIGHWAY 295, JUST EAST OF WESTVIEW, SET
 EC1032'IN THE FRONT YARD OF A TAN BRICK HOME, IN THE V OF THE JUNCTION
 EC1032'OF DEMOS DRIVE, SOUTHGATE DRIVE, AND HIGHWAY 29, 31.2 METERS
 EC1032'(102.3 FEET) NORTH NORTHWEST OF THE CENTER OF THE FRONT DOOR
 EC1032'OF THE HOUSE, 25.5 METERS (38.0 FEET) EAST SOUTHEAST OF THE
 EC1032'APPROXIMATE CENTER OF COUNTY ROAD S-42-594 (SOUTHGATE DRIVE),
 EC1032'29.0 METERS (95.0 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF
 EC1032'HIGHWAY 295, 20.3 METERS (66.5 FEET) EAST SOUTHEAST OF
 EC1032'A FIRE HYDRANT, 13.4 METERS (44.0 FEET) SOUTHWEST OF THE
 EC1032'APPROXIMATE CENTER OF DEMOS DRIVE.
 EC1032
 EC1032                          STATION RECOVERY (1989)
 EC1032
 EC1032'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1032'STATION IS LOCATED 3.3 MILES SOUTH SOUTHWEST OF SPARTANBURG.
 EC1032'OWNERSHIP--RICHARD SIMMONS, 269 DEMOS DRIVE, ROEBUCK, SC 29376, PHONE
 EC1032'803-576-5295.
 EC1032'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 EC1032'AND STATE HIGHWAY 295 (SOUTHPORT ROAD), 3.2 MILES SOUTH SOUTHWEST OF
 EC1032'SPARTANBURG, GO NORTHWEST ON HIGHWAY 295 FOR 0.75 MILE TO THE STATION
 EC1032'IN THE VEE JUNCTION OF DEMOS DRIVE 6-962 AND SOUTHGATE DRIVE.
 EC1032'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC1032'TWO DRIVES, 110.1 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 EC1032'HOUSE, 94.9 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 43.0 FEET
 EC1032'SOUTHWEST OF THE CENTER OF DEMOS DRIVE, 38.8 FEET EAST SOUTHEAST OF
 EC1032'THE CENTER OF SOUTHGATE DRIVE, 65.7 FEET SOUTHEAST OF A FIRE HYDRANT.
 EC1032'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1033 ***********************************************************************
 EC1033  DESIGNATION -  42 117
 EC1033  PID         -  EC1033
 EC1033  STATE/COUNTY-  SC/SPARTANBURG
 EC1033  USGS QUAD   -  SPARTANBURG (1983)
 EC1033
 EC1033                         *CURRENT SURVEY CONTROL
 EC1033  ___________________________________________________________________
 EC1033* NAD 83(1986)-  34 54 57.     (N)    081 58 03.     (W)     SCALED    
 EC1033* NAVD 88     -       241.549  (meters)     792.48   (feet)  ADJUSTED  
 EC1033  ___________________________________________________________________
 EC1033  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC1033  DYNAMIC HT  -         241.310 (meters)     791.70  (feet)  COMP
 EC1033  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 EC1033
 EC1033  VERT ORDER  -  FIRST     CLASS II
 EC1033
 EC1033.The horizontal coordinates were scaled from a topographic map and have
 EC1033.an estimated accuracy of +/- 6 seconds.
 EC1033
 EC1033.The orthometric height was determined by differential leveling
 EC1033.and adjusted by the National Geodetic Survey in June 1991..
 EC1033
 EC1033.The geoid height was determined by GEOID03.
 EC1033
 EC1033.The dynamic height is computed by dividing the NAVD 88
 EC1033.geopotential number by the normal gravity value computed on the
 EC1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1033.degrees latitude (g = 980.6199 gals.).
 EC1033
 EC1033.The modeled gravity was interpolated from observed gravity values.
 EC1033
 EC1033;                    North         East    Units  Estimated Accuracy
 EC1033;SPC SC       -   342,270.      521,190.      MT  (+/- 180 meters Scaled)
 EC1033
 EC1033                          SUPERSEDED SURVEY CONTROL
 EC1033
 EC1033  NGVD 29 (??/??/??)  241.655  (m)          792.83   (f) ADJUSTED    1 2
 EC1033
 EC1033.Superseded values are not recommended for survey control.
 EC1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1033.See file dsdata.txt to determine how the superseded data were derived.
 EC1033
 EC1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU116641(NAD 83)
 EC1033_MARKER: DB = BENCH MARK DISK
 EC1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1033_SP_SET: CONCRETE POST
 EC1033_STAMPING: VERT 42 117 1982
 EC1033_MARK LOGO: SCGS  
 EC1033_PROJECTION: FLUSH
 EC1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1033+STABILITY: SURFACE MOTION
 EC1033
 EC1033  HISTORY     - Date     Condition        Report By
 EC1033  HISTORY     - 1982     MONUMENTED       SCGS
 EC1033
 EC1033                          STATION DESCRIPTION
 EC1033
 EC1033'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1033'5.6 KM (3.5 MI) SW FROM SPARTANBURG.
 EC1033'1.0 KILOMETER (0.6 MILE) SOUTHEAST ALONG STATE HIGHWAY
 EC1033'295 FROM THE JUNCTION OF STATE HIGHWAY 296, JUST EAST
 EC1033'OF WESTVIEW, SET ON THE SOUTH SIDE OF A PAVED PARKING LOT
 EC1033'IN FRONT OF JOHNNYS BAR AND GRILL, 20.2 METERS (66.3 FEET)
 EC1033'EAST NORTHEAST OF THE CENTER LINE OF 295, 20.3 METERS
 EC1033'(66.5 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF JOHNNYS
 EC1033'BAR AND GRILL, 1.5 METERS (5.0 FEET) EAST NORTHEAST OF A
 EC1033'POWER POLE, 1.8 METERS (6.0 FEET) SOUTH OF THE SOUTH EDGE
 EC1033'OF THE PAVED PARKING LOT.
 EC1033'THE MARK IS 1.20 METERS  WSW FROM A WITNESS POST.
 EC1033'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1034 ***********************************************************************
 EC1034  DESIGNATION -  42 118
 EC1034  PID         -  EC1034
 EC1034  STATE/COUNTY-  SC/SPARTANBURG
 EC1034  USGS QUAD   -  SPARTANBURG (1983)
 EC1034
 EC1034                         *CURRENT SURVEY CONTROL
 EC1034  ___________________________________________________________________
 EC1034* NAD 83(2001)-  34 55 23.64446(N)    081 58 31.62372(W)     ADJUSTED  
 EC1034* NAVD 88     -       258.738  (meters)     848.88   (feet)  ADJUSTED  
 EC1034  ___________________________________________________________________
 EC1034  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EC1034  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EC1034  DYNAMIC HT  -         258.483 (meters)     848.04  (feet)  COMP
 EC1034  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 EC1034
 EC1034  HORZ ORDER  -  SECOND
 EC1034  VERT ORDER  -  FIRST     CLASS II
 EC1034
 EC1034.The horizontal coordinates were established by classical geodetic methods
 EC1034.and adjusted by the National Geodetic Survey in March 2004..
 EC1034
 EC1034.The orthometric height was determined by differential leveling
 EC1034.and adjusted by the National Geodetic Survey in June 1991..
 EC1034.WARNING-Repeat measurements at this control monument indicate possible
 EC1034.vertical movement.
 EC1034
 EC1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1034
 EC1034.The geoid height was determined by GEOID03.
 EC1034
 EC1034.The dynamic height is computed by dividing the NAVD 88
 EC1034.geopotential number by the normal gravity value computed on the
 EC1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1034.degrees latitude (g = 980.6199 gals.).
 EC1034
 EC1034.The modeled gravity was interpolated from observed gravity values.
 EC1034
 EC1034;                    North         East     Units Scale Factor Converg.
 EC1034;SPC SC       -   343,100.529   520,468.142   MT  1.00003320   -0 32 26.8
 EC1034;SPC SC       - 1,125,657.90  1,707,572.64   iFT  1.00003320   -0 32 26.8
 EC1034;UTM  17      - 3,864,964.330   410,903.934   MT  0.99969783   -0 33 30.5
 EC1034
 EC1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1034!SPC SC       -   0.99996432  x   1.00003320  =   0.99999752
 EC1034!UTM  17      -   0.99996432  x   0.99969783  =   0.99966216
 EC1034
 EC1034                          SUPERSEDED SURVEY CONTROL
 EC1034
 EC1034  NAD 83(1986)-  34 55 23.65650(N)    081 58 31.62601(W) AD(       ) 2
 EC1034  NAVD 88 (10/01/92)  258.74   (m)          848.9    (f) LEVELING    3  
 EC1034  NAVD 88 (09/17/91)  259.18   (m)          850.3    (f) LEVELING    3  
 EC1034  NGVD 29 (09/16/91)  258.844  (m)          849.22   (f) ADJUSTED    1 2
 EC1034
 EC1034.Superseded values are not recommended for survey control.
 EC1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1034.See file dsdata.txt to determine how the superseded data were derived.
 EC1034
 EC1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1090464964(NAD 83)
 EC1034_MARKER: DD = SURVEY DISK
 EC1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1034_SP_SET: CONCRETE POST
 EC1034_STAMPING: VERT 42 118 1982
 EC1034_MARK LOGO: SCGS  
 EC1034_PROJECTION: FLUSH
 EC1034_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1034+STABILITY: SURFACE MOTION
 EC1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1034+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 EC1034
 EC1034  HISTORY     - Date     Condition        Report By
 EC1034  HISTORY     - 1982     MONUMENTED       SCGS
 EC1034  HISTORY     - 19880801 GOOD             SCGS
 EC1034  HISTORY     - 19881101 GOOD             SCGS
 EC1034
 EC1034                          STATION DESCRIPTION
 EC1034
 EC1034'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1034'6.4 KM (4.0 MI) SW FROM SPARTANBURG.
 EC1034'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 296.
 EC1034'0.4 KILOMETER (0.25 MILE) WEST ALONG STATE HIGHWAY
 EC1034'296 FROM THE JUNCTION OF STATE HIGHWAY 295, JUST EAST
 EC1034'OF WESTVIEW, SET IN THE FRONT YARD OF BANKERS TRUST
 EC1034'BANK, NEAR THE NORTHEAST CORNER, 24.5 METERS (80.5 FEET)
 EC1034'SOUTH SOUTHEAST OF THE SOUTH CURB OF 296, 42.8 METERS
 EC1034'(140.3 FEET) EAST NORTHEAST OF THE CENTER LINE OF
 EC1034'COUNTY ROAD S-42-489, 18.0 METERS (59.0 FEET) NORTHWEST
 EC1034'OF THE NORTHWEST CORNER OF A RESTAURANT, 2.7 METERS
 EC1034'(8.7 FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE BANKERS
 EC1034'TRUST BUILDING, 7.9 METERS (26.0 FEET) WEST SOUTHWEST
 EC1034'OF THE APPROXIMATE CENTER OF A PAVED DRIVE LEADING TO THE
 EC1034'BACK OF THE BANKERS TRUST ON THE EAST SIDE.
 EC1034
 EC1034                          STATION RECOVERY (1988)
 EC1034
 EC1034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1034'STATION IS LOCATED 3.1 MI SOUTHWEST OF SPARTANBURG, 3.0 MI NORTH
 EC1034'OF ROEBUCK.  OWNERSHIP--NCNB-REIDVILLE BRANCH, 1535 REIDVILLE ROAD,
 EC1034'SPARTANBURG, SC 29301.
 EC1034'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 296
 EC1034'AND INTERSTATE 26 (3.75 MI WEST SOUTHWEST OF SPARTANBURG), GO EAST
 EC1034'NORTHEAST ON HIGHWAY 296 (REIDVILLE ROAD) FOR 0.75 MI TO THE NCNB
 EC1034'BANK ON THE RIGHT AND THE MARK NEAR THE NORTHEAST CORNER OF THE BANK.
 EC1034'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC1034'HIGHWAY, 93.0 FT SOUTH OF THE CENTER OF THE EASTBOUND LANES OF
 EC1034'HIGHWAY 296, 25.4 FT WEST OF THE CENTER OF THE EXIT ROAD ON THE EAST
 EC1034'SIDE OF THE BANK, 41.0 FT WEST NORTHWEST OF A POWER POLE WITH A
 EC1034'TRANSFORMER AND TWO GUY WIRES, 8.3 FT EAST NORTHEAST OF THE
 EC1034'NORTHEAST CORNER OF THE BANK.
 EC1034
 EC1034                          STATION RECOVERY (1988)
 EC1034
 EC1034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1039 ***********************************************************************
 EC1039  DESIGNATION -  42 119
 EC1039  PID         -  EC1039
 EC1039  STATE/COUNTY-  SC/SPARTANBURG
 EC1039  USGS QUAD   -  SPARTANBURG (1983)
 EC1039
 EC1039                         *CURRENT SURVEY CONTROL
 EC1039  ___________________________________________________________________
 EC1039* NAD 83(2001)-  34 55 23.38880(N)    081 59 00.87539(W)     ADJUSTED  
 EC1039* NAVD 88     -       256.869  (meters)     842.74   (feet)  ADJUSTED  
 EC1039  ___________________________________________________________________
 EC1039  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EC1039  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC1039  DYNAMIC HT  -         256.615 (meters)     841.91  (feet)  COMP
 EC1039  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 EC1039
 EC1039  HORZ ORDER  -  SECOND
 EC1039  VERT ORDER  -  FIRST     CLASS II
 EC1039
 EC1039.The horizontal coordinates were established by classical geodetic methods
 EC1039.and adjusted by the National Geodetic Survey in March 2004..
 EC1039
 EC1039.The orthometric height was determined by differential leveling
 EC1039.and adjusted by the National Geodetic Survey in June 1991..
 EC1039
 EC1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1039
 EC1039.The geoid height was determined by GEOID03.
 EC1039
 EC1039.The dynamic height is computed by dividing the NAVD 88
 EC1039.geopotential number by the normal gravity value computed on the
 EC1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1039.degrees latitude (g = 980.6199 gals.).
 EC1039
 EC1039.The modeled gravity was interpolated from observed gravity values.
 EC1039
 EC1039;                    North         East     Units Scale Factor Converg.
 EC1039;SPC SC       -   343,099.688   519,725.625   MT  1.00003317   -0 32 43.1
 EC1039;SPC SC       - 1,125,655.14  1,705,136.56   iFT  1.00003317   -0 32 43.1
 EC1039;UTM  17      - 3,864,963.718   410,161.665   MT  0.99969947   -0 33 47.2
 EC1039
 EC1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1039!SPC SC       -   0.99996461  x   1.00003317  =   0.99999778
 EC1039!UTM  17      -   0.99996461  x   0.99969947  =   0.99966409
 EC1039
 EC1039                          SUPERSEDED SURVEY CONTROL
 EC1039
 EC1039  NAD 83(1986)-  34 55 23.40070(N)    081 59 00.87776(W) AD(       ) 2
 EC1039  NAVD 88 (10/01/92)  256.87   (m)          842.7    (f) LEVELING    3  
 EC1039  NAVD 88 (09/17/91)  257.30   (m)          844.2    (f) LEVELING    3  
 EC1039  NGVD 29 (09/16/91)  256.974  (m)          843.09   (f) ADJUSTED    1 2
 EC1039
 EC1039.Superseded values are not recommended for survey control.
 EC1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1039.See file dsdata.txt to determine how the superseded data were derived.
 EC1039
 EC1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1016264964(NAD 83)
 EC1039_MARKER: DD = SURVEY DISK
 EC1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1039_SP_SET: CONCRETE POST
 EC1039_STAMPING: VERT 42 119 1982
 EC1039_MARK LOGO: SCGS  
 EC1039_PROJECTION: FLUSH
 EC1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1039+STABILITY: SURFACE MOTION
 EC1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1039+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 EC1039
 EC1039  HISTORY     - Date     Condition        Report By
 EC1039  HISTORY     - 1982     MONUMENTED       SCGS
 EC1039  HISTORY     - 19880801 GOOD             SCGS
 EC1039  HISTORY     - 19881101 GOOD             SCGS
 EC1039
 EC1039                          STATION DESCRIPTION
 EC1039
 EC1039'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1039'7.1 KM (4.4 MI) SW FROM SPARTANBURG.
 EC1039'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 296.
 EC1039'1.0 KILOMETER (0.65 MILE) WEST ALONG STATE HIGHWAY 296
 EC1039'FROM THE JUNCTION OF STATE HIGHWAY 295, JUST EAST OF WESTVIEW,
 EC1039'SET IN THE FRONT YARD OF THE WEST SIDE BAPTIST CHURCH, NEAR
 EC1039'THE SOUTHWEST CORNER OF THE MAIN CHURCH, 24.7 METERS (81.0 FEET)
 EC1039'NORTH NORTHWEST OF THE NORTH CURB OF 296, 22.2 METERS (72.9 FEET)
 EC1039'EAST OF THE SOUTHEAST CORNER OF THE CLASS ROOMS, 8.4 METERS
 EC1039'(27.5 FEET) WEST SOUTHWEST OF THE DOUBLE MAIN ENTRANCE
 EC1039'DOORS, 4.9 METERS (15.7 FEET) NORTH NORTHWEST OF THE
 EC1039'APPROXIMATE CENTER OF THE SIDEWALK, 0.9 METER (2.80 FEET)
 EC1039'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN PART OF THE
 EC1039'CHURCH.
 EC1039
 EC1039                          STATION RECOVERY (1988)
 EC1039
 EC1039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1039'STATION IS LOCATED 3.5 MI WEST SOUTHWEST OF SPARTANBURG, 3.1 MI
 EC1039'NORTH NORTHWEST OF ROEBUCK.  OWNERSHIP--WESTSIDE BAPTIST CHURCH, 1700
 EC1039'REIDVILLE ROAD, SPARTANBURG, SC 29301, PHONE-803-576-2301
 EC1039'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 296
 EC1039'AND INTERSTATE 26 (3.75 MI WEST SOUTHWEST OF SPARTANBURG), GO EAST
 EC1039'NORTHEAST ON HIGHWAY 296 (REIDVILLE ROAD) FOR 0.3 MI TO THE WEST
 EC1039'SIDE OF THE BAPTIST CHURCH ON THE LEFT AND THE MARK NEAR THE SOUTHWEST
 EC1039'CORNER OF THE FRONT ENTRANCE TO THE CHAPEL.
 EC1039'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC1039'HIGHWAY, 93.5 FT NORTH OF THE CENTER OF THE WESTBOUND LANES OF
 EC1039'HIGHWAY 296, 72.5 FT EAST OF THE SOUTHEAST CORNER OF A CLASSROOM
 EC1039'BUILDING AT THE CHURCH, 2.5 FT SOUTHWEST OF THE SOUTHWEST CORNER OF
 EC1039'THE CHAPLE, 13.1 FT NORTHWEST OF THE WESTERN MOST COLUMN OF FOUR IN
 EC1039'FRONT OF THE CHAPLE.
 EC1039
 EC1039                          STATION RECOVERY (1988)
 EC1039
 EC1039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1062 ***********************************************************************
 ED1062  DESIGNATION -  42 120
 ED1062  PID         -  ED1062
 ED1062  STATE/COUNTY-  SC/SPARTANBURG
 ED1062  USGS QUAD   -  WELLFORD (1983)
 ED1062
 ED1062                         *CURRENT SURVEY CONTROL
 ED1062  ___________________________________________________________________
 ED1062* NAD 83(1986)-  34 55 51.     (N)    082 00 02.     (W)     SCALED    
 ED1062* NAVD 88     -       264.177  (meters)     866.72   (feet)  ADJUSTED  
 ED1062  ___________________________________________________________________
 ED1062  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 ED1062  DYNAMIC HT  -         263.915 (meters)     865.86  (feet)  COMP
 ED1062  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 ED1062
 ED1062  VERT ORDER  -  FIRST     CLASS II
 ED1062
 ED1062.The horizontal coordinates were scaled from a topographic map and have
 ED1062.an estimated accuracy of +/- 6 seconds.
 ED1062
 ED1062.The orthometric height was determined by differential leveling
 ED1062.and adjusted by the National Geodetic Survey in June 1991..
 ED1062
 ED1062.The geoid height was determined by GEOID03.
 ED1062
 ED1062.The dynamic height is computed by dividing the NAVD 88
 ED1062.geopotential number by the normal gravity value computed on the
 ED1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1062.degrees latitude (g = 980.6199 gals.).
 ED1062
 ED1062.The modeled gravity was interpolated from observed gravity values.
 ED1062
 ED1062;                    North         East    Units  Estimated Accuracy
 ED1062;SPC SC       -   343,970.      518,180.      MT  (+/- 180 meters Scaled)
 ED1062
 ED1062                          SUPERSEDED SURVEY CONTROL
 ED1062
 ED1062  NGVD 29 (??/??/??)  264.280  (m)          867.06   (f) ADJUSTED    1 2
 ED1062
 ED1062.Superseded values are not recommended for survey control.
 ED1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1062.See file dsdata.txt to determine how the superseded data were derived.
 ED1062
 ED1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU086658(NAD 83)
 ED1062_MARKER: DB = BENCH MARK DISK
 ED1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1062_SP_SET: CONCRETE POST
 ED1062_STAMPING: VERT 42 120 1982
 ED1062_MARK LOGO: SCGS  
 ED1062_PROJECTION: FLUSH
 ED1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1062+STABILITY: SURFACE MOTION
 ED1062
 ED1062  HISTORY     - Date     Condition        Report By
 ED1062  HISTORY     - 1982     MONUMENTED       SCGS
 ED1062
 ED1062                          STATION DESCRIPTION
 ED1062
 ED1062'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1062'2.9 KM (1.8 MI) SE FROM FAIRFOREST.
 ED1062'0.2 KILOMETER (0.15 MILE) EAST ALONG COUNTY ROAD S-42-78 FROM
 ED1062'THE POST OFFICE IN FAIRFOREST, THENCE 2.5 KILOMETERS (1.55 MILES)
 ED1062'SOUTHEAST AAONG COUNTY ROAD S-42-41 TO THE JUNCTION OF U.S. HIGHWAY
 ED1062'29, CONTINUE 1.2 KILOMETERS (0.75 MILE) SOUTHEAST ALONG COUNTY
 ED1062'ROAD S-42-41, SET IN THE SOUTH ANGLE OF THE V INTERSECTION OF
 ED1062'FORESTVIEW ROAD, 13.3 METERS (43.7 FEET) WEST SOUTHWEST OF THE
 ED1062'CENTER LINE OF S-42-42, 10.4 METERS (34.0 FEET) EAST OF THE
 ED1062'APPROXIMATE CENTER OF FORESTVIEW ROAD, 34.7 METERS (113.7 FEET)
 ED1062'EAST NORTHEAST OF THE NORTHEAST CORNER OF A SMALL ONE STORY HOUSE,
 ED1062'5.1 METERS (16.7 FEET) WEST OF A MULTI-TRUNK PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1063 ***********************************************************************
 ED1063  DESIGNATION -  42 121
 ED1063  PID         -  ED1063
 ED1063  STATE/COUNTY-  SC/SPARTANBURG
 ED1063  USGS QUAD   -  WELLFORD (1983)
 ED1063
 ED1063                         *CURRENT SURVEY CONTROL
 ED1063  ___________________________________________________________________
 ED1063* NAD 83(1986)-  34 56 03.     (N)    082 00 15.     (W)     SCALED    
 ED1063* NAVD 88     -       264.341  (meters)     867.26   (feet)  ADJUSTED  
 ED1063  ___________________________________________________________________
 ED1063  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 ED1063  DYNAMIC HT  -         264.080 (meters)     866.40  (feet)  COMP
 ED1063  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 ED1063
 ED1063  VERT ORDER  -  FIRST     CLASS II
 ED1063
 ED1063.The horizontal coordinates were scaled from a topographic map and have
 ED1063.an estimated accuracy of +/- 6 seconds.
 ED1063
 ED1063.The orthometric height was determined by differential leveling
 ED1063.and adjusted by the National Geodetic Survey in June 1991..
 ED1063
 ED1063.The geoid height was determined by GEOID03.
 ED1063
 ED1063.The dynamic height is computed by dividing the NAVD 88
 ED1063.geopotential number by the normal gravity value computed on the
 ED1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1063.degrees latitude (g = 980.6199 gals.).
 ED1063
 ED1063.The modeled gravity was interpolated from observed gravity values.
 ED1063
 ED1063;                    North         East    Units  Estimated Accuracy
 ED1063;SPC SC       -   344,340.      517,860.      MT  (+/- 180 meters Scaled)
 ED1063
 ED1063                          SUPERSEDED SURVEY CONTROL
 ED1063
 ED1063  NGVD 29 (??/??/??)  264.443  (m)          867.59   (f) ADJUSTED    1 2
 ED1063
 ED1063.Superseded values are not recommended for survey control.
 ED1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1063.See file dsdata.txt to determine how the superseded data were derived.
 ED1063
 ED1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU082662(NAD 83)
 ED1063_MARKER: DB = BENCH MARK DISK
 ED1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1063_SP_SET: CONCRETE POST
 ED1063_STAMPING: VERT 42 121 1982
 ED1063_MARK LOGO: SCGS  
 ED1063_PROJECTION: FLUSH
 ED1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1063+STABILITY: SURFACE MOTION
 ED1063
 ED1063  HISTORY     - Date     Condition        Report By
 ED1063  HISTORY     - 1982     MONUMENTED       SCGS
 ED1063  HISTORY     - 19860715 GOOD             USPSQD
 ED1063  HISTORY     - 19870715 GOOD             DMA
 ED1063
 ED1063                          STATION DESCRIPTION
 ED1063
 ED1063'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1063'2.6 KM (1.6 MI) SE FROM FAIRFOREST.
 ED1063'0.2 KILOMETER (0.15 MILE) EAST ALONG COUNTY ROAD S-42-78 FROM
 ED1063'THE POST OFFICE IN FAIRFOREST, THENCE 2.5 KILOMETERS (1.55 MILES)
 ED1063'SOUTHEAST ALONG COUNTY ROAD S-42-41 TO THE JUNCTION
 ED1063'OF U.S. HIGHWAY 29, CONTINUE 0.1 KILOMETER (0.05 MILE) SOUTHEAST
 ED1063'ALONG COUNTY ROAD S-42-41, SET AT THE SOUTH EDGE OF THE PARKING
 ED1063'LOT IN FRONT OF THE TRUE VALUE HARDWARE STORE, 11.6 METERS
 ED1063'(38.2 FEET) WEST SOUTHWEST OF THE CENTER LINE OF S-42-41,
 ED1063'20.6 METERS (67.7 FEET) NORTH NORTHEAST OF THE NORTHEAST
 ED1063'CORNER OF A BRICK HOUSE, 26.7 METERS (41.0 FEET) EAST OF THE
 ED1063'SOUTHEAST CORNER OF THE TRUE VALUE STORE, 3.4 METERS
 ED1063'(11.3 FEET) SOUTH SOUTHEAST OF TH SOUTH EDGE OF THE PARKING
 ED1063'LOT, 2.1 METERS (7.0 FEET) WEST SOUTHWEST OF A POWER POLE.
 ED1063'THE MARK IS 0.80 METERS  SW FROM A WITNESS POST.
 ED1063'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-42-41.
 ED1063
 ED1063                          STATION RECOVERY (1986)
 ED1063
 ED1063'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 ED1063'RECOVERED IN GOOD CONDITION.
 ED1063
 ED1063                          STATION RECOVERY (1987)
 ED1063
 ED1063'RECOVERY NOTE BY DEFENSE MAP AGENCY 1987 (DCS)
 ED1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1064 ***********************************************************************
 ED1064  DESIGNATION -  42 122
 ED1064  PID         -  ED1064
 ED1064  STATE/COUNTY-  SC/SPARTANBURG
 ED1064  USGS QUAD   -  WELLFORD (1983)
 ED1064
 ED1064                         *CURRENT SURVEY CONTROL
 ED1064  ___________________________________________________________________
 ED1064* NAD 83(1986)-  34 56 37.     (N)    082 00 19.     (W)     SCALED    
 ED1064* NAVD 88     -       265.569  (meters)     871.29   (feet)  ADJUSTED  
 ED1064  ___________________________________________________________________
 ED1064  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 ED1064  DYNAMIC HT  -         265.306 (meters)     870.42  (feet)  COMP
 ED1064  MODELED GRAV-     979,637.4   (mgal)                       NAVD 88
 ED1064
 ED1064  VERT ORDER  -  FIRST     CLASS II
 ED1064
 ED1064.The horizontal coordinates were scaled from a topographic map and have
 ED1064.an estimated accuracy of +/- 6 seconds.
 ED1064
 ED1064.The orthometric height was determined by differential leveling
 ED1064.and adjusted by the National Geodetic Survey in June 1991..
 ED1064
 ED1064.The geoid height was determined by GEOID03.
 ED1064
 ED1064.The dynamic height is computed by dividing the NAVD 88
 ED1064.geopotential number by the normal gravity value computed on the
 ED1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1064.degrees latitude (g = 980.6199 gals.).
 ED1064
 ED1064.The modeled gravity was interpolated from observed gravity values.
 ED1064
 ED1064;                    North         East    Units  Estimated Accuracy
 ED1064;SPC SC       -   345,390.      517,770.      MT  (+/- 180 meters Scaled)
 ED1064
 ED1064                          SUPERSEDED SURVEY CONTROL
 ED1064
 ED1064  NGVD 29 (??/??/??)  265.670  (m)          871.62   (f) ADJUSTED    1 2
 ED1064
 ED1064.Superseded values are not recommended for survey control.
 ED1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1064.See file dsdata.txt to determine how the superseded data were derived.
 ED1064
 ED1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU082672(NAD 83)
 ED1064_MARKER: DB = BENCH MARK DISK
 ED1064_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ED1064_SP_SET: OVERPASS
 ED1064_STAMPING: VERT 42 122 1982
 ED1064_MARK LOGO: SCGS  
 ED1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1064
 ED1064  HISTORY     - Date     Condition        Report By
 ED1064  HISTORY     - 1982     MONUMENTED       SCGS
 ED1064
 ED1064                          STATION DESCRIPTION
 ED1064
 ED1064'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1064'1.3 KM (0.8 MI) SOUTH FROM FAIRFOREST.
 ED1064'0.2 KILOMETER (0.15 MILE) EAST ALONG COUNTY ROAD S-42-78 FROM
 ED1064'THE POST OFFICE IN FAIRFOREST, THENCE 1.3 KILOMETERS (0.8 MILE)
 ED1064'SOUTHEAST ALONG COUNTY ROAD S-42-41, SET IN THE NORTHWEST HEADWALL
 ED1064'OF A TWO LANE BRIDGE OVER THE SEA BOARD COAST LINE RAILROAD TRACKS.
 ED1064'THE MARK IS 1.61 METERS  SW FROM A WITNESS POST.
 ED1064'THE MARK IS 0.20 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1068 ***********************************************************************
 ED1068  DESIGNATION -  42 123
 ED1068  PID         -  ED1068
 ED1068  STATE/COUNTY-  SC/SPARTANBURG
 ED1068  USGS QUAD   -  WELLFORD (1983)
 ED1068
 ED1068                         *CURRENT SURVEY CONTROL
 ED1068  ___________________________________________________________________
 ED1068* NAD 83(1986)-  34 57 40.     (N)    082 00 17.     (W)     SCALED    
 ED1068* NAVD 88     -       249.520  (meters)     818.63   (feet)  ADJUSTED  
 ED1068  ___________________________________________________________________
 ED1068  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 ED1068  DYNAMIC HT  -         249.272 (meters)     817.82  (feet)  COMP
 ED1068  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 ED1068
 ED1068  VERT ORDER  -  FIRST     CLASS II
 ED1068
 ED1068.The horizontal coordinates were scaled from a topographic map and have
 ED1068.an estimated accuracy of +/- 6 seconds.
 ED1068
 ED1068.The orthometric height was determined by differential leveling
 ED1068.and adjusted by the National Geodetic Survey in June 1991..
 ED1068
 ED1068.The geoid height was determined by GEOID03.
 ED1068
 ED1068.The dynamic height is computed by dividing the NAVD 88
 ED1068.geopotential number by the normal gravity value computed on the
 ED1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1068.degrees latitude (g = 980.6199 gals.).
 ED1068
 ED1068.The modeled gravity was interpolated from observed gravity values.
 ED1068
 ED1068;                    North         East    Units  Estimated Accuracy
 ED1068;SPC SC       -   347,330.      517,830.      MT  (+/- 180 meters Scaled)
 ED1068
 ED1068                          SUPERSEDED SURVEY CONTROL
 ED1068
 ED1068  NGVD 29 (??/??/??)  249.621  (m)          818.96   (f) ADJUSTED    1 2
 ED1068
 ED1068.Superseded values are not recommended for survey control.
 ED1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1068.See file dsdata.txt to determine how the superseded data were derived.
 ED1068
 ED1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU082691(NAD 83)
 ED1068_MARKER: DB = BENCH MARK DISK
 ED1068_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ED1068_SP_SET: BRIDGE
 ED1068_STAMPING: VERT 42 123 1982
 ED1068_MARK LOGO: SCGS  
 ED1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1068
 ED1068  HISTORY     - Date     Condition        Report By
 ED1068  HISTORY     - 1982     MONUMENTED       SCGS
 ED1068
 ED1068                          STATION DESCRIPTION
 ED1068
 ED1068'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1068'0.6 KM (0.4 MI) NORTH FROM FAIRFOREST.
 ED1068'0.3 KILOMETER (0.2 MILE) EAST ALONG COUNTY ROAD S-42-78
 ED1068'FROM THE POST OFFICE IN FAIRFOREST, THENCE 0.6 KILOMETER
 ED1068'(0.4 MILE) NORTH ALONG COUNTY ROAD S-42-525, SET IN THE SIDEWALK
 ED1068'OF THE NORTH CORNER OF A BRIDGE OVER INTERSTATE 26, 0.2 METER
 ED1068'(0.5 FEET) SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE.
 ED1068'THE MARK IS 0.20 M ABOVE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1043 ***********************************************************************
 EC1043  DESIGNATION -  42 124
 EC1043  PID         -  EC1043
 EC1043  STATE/COUNTY-  SC/SPARTANBURG
 EC1043  USGS QUAD   -  SPARTANBURG (1983)
 EC1043
 EC1043                         *CURRENT SURVEY CONTROL
 EC1043  ___________________________________________________________________
 EC1043* NAD 83(1986)-  34 58 12.     (N)    081 59 55.     (W)     SCALED    
 EC1043* NAVD 88     -       260.892  (meters)     855.94   (feet)  ADJUSTED  
 EC1043  ___________________________________________________________________
 EC1043  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EC1043  DYNAMIC HT  -         260.633 (meters)     855.09  (feet)  COMP
 EC1043  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 EC1043
 EC1043  VERT ORDER  -  FIRST     CLASS II
 EC1043
 EC1043.The horizontal coordinates were scaled from a topographic map and have
 EC1043.an estimated accuracy of +/- 6 seconds.
 EC1043
 EC1043.The orthometric height was determined by differential leveling
 EC1043.and adjusted by the National Geodetic Survey in June 1991..
 EC1043
 EC1043.The geoid height was determined by GEOID03.
 EC1043
 EC1043.The dynamic height is computed by dividing the NAVD 88
 EC1043.geopotential number by the normal gravity value computed on the
 EC1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1043.degrees latitude (g = 980.6199 gals.).
 EC1043
 EC1043.The modeled gravity was interpolated from observed gravity values.
 EC1043
 EC1043;                    North         East    Units  Estimated Accuracy
 EC1043;SPC SC       -   348,310.      518,400.      MT  (+/- 180 meters Scaled)
 EC1043
 EC1043                          SUPERSEDED SURVEY CONTROL
 EC1043
 EC1043  NGVD 29 (??/??/??)  260.994  (m)          856.28   (f) ADJUSTED    1 2
 EC1043
 EC1043.Superseded values are not recommended for survey control.
 EC1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1043.See file dsdata.txt to determine how the superseded data were derived.
 EC1043
 EC1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU088701(NAD 83)
 EC1043_MARKER: DB = BENCH MARK DISK
 EC1043_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EC1043_SP_SET: PIER OF OVERPASS
 EC1043_STAMPING: VERT 42 124 1982
 EC1043_MARK LOGO: SCGS  
 EC1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC1043
 EC1043  HISTORY     - Date     Condition        Report By
 EC1043  HISTORY     - 1982     MONUMENTED       SCGS
 EC1043
 EC1043                          STATION DESCRIPTION
 EC1043
 EC1043'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1043'1.6 KM (1.0 MI) NORTH FROM FAIRFOREST.
 EC1043'AT THE JUNCTION OF COUNTY ROAD S-42-525 AND INTERSTATE 85, SET
 EC1043'IN THE EAST FACE OF THE MOST SOUTHEAST PIER OF THE COUNTY ROAD
 EC1043'OVERPASS.
 EC1043'THE MARK IS 0.60 M ABOVE INTERSTATE 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1044 ***********************************************************************
 EC1044  DESIGNATION -  42 125
 EC1044  PID         -  EC1044
 EC1044  STATE/COUNTY-  SC/SPARTANBURG
 EC1044  USGS QUAD   -  SPARTANBURG (1983)
 EC1044
 EC1044                         *CURRENT SURVEY CONTROL
 EC1044  ___________________________________________________________________
 EC1044* NAD 83(2001)-  34 58 25.96545(N)    081 59 21.54558(W)     ADJUSTED  
 EC1044* NAVD 88     -       259.262  (meters)     850.60   (feet)  ADJUSTED  
 EC1044  ___________________________________________________________________
 EC1044  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EC1044  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 EC1044  DYNAMIC HT  -         259.005 (meters)     849.75  (feet)  COMP
 EC1044  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 EC1044
 EC1044  HORZ ORDER  -  FIRST
 EC1044  VERT ORDER  -  FIRST     CLASS II
 EC1044
 EC1044.The horizontal coordinates were established by classical geodetic methods
 EC1044.and adjusted by the National Geodetic Survey in March 2004..
 EC1044
 EC1044.The orthometric height was determined by differential leveling
 EC1044.and adjusted by the National Geodetic Survey in June 1991..
 EC1044
 EC1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1044
 EC1044.The geoid height was determined by GEOID03.
 EC1044
 EC1044.The dynamic height is computed by dividing the NAVD 88
 EC1044.geopotential number by the normal gravity value computed on the
 EC1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1044.degrees latitude (g = 980.6199 gals.).
 EC1044
 EC1044.The modeled gravity was interpolated from observed gravity values.
 EC1044
 EC1044;                    North         East     Units Scale Factor Converg.
 EC1044;SPC SC       -   348,731.065   519,254.852   MT  1.00005300   -0 32 54.5
 EC1044;SPC SC       - 1,144,130.79  1,703,592.03   iFT  1.00005300   -0 32 54.5
 EC1044;UTM  17      - 3,870,593.313   409,692.845   MT  0.99970051   -0 34 01.6
 EC1044
 EC1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1044!SPC SC       -   0.99996425  x   1.00005300  =   1.00001725
 EC1044!UTM  17      -   0.99996425  x   0.99970051  =   0.99966477
 EC1044
 EC1044                          SUPERSEDED SURVEY CONTROL
 EC1044
 EC1044  NAD 83(1986)-  34 58 25.97792(N)    081 59 21.54780(W) AD(       ) 1
 EC1044  NGVD 29 (??/??/??)  259.364  (m)          850.93   (f) ADJUSTED    1 2
 EC1044
 EC1044.Superseded values are not recommended for survey control.
 EC1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1044.See file dsdata.txt to determine how the superseded data were derived.
 EC1044
 EC1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0969370593(NAD 83)
 EC1044_MARKER: DB = BENCH MARK DISK
 EC1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1044_SP_SET: CONCRETE POST
 EC1044_STAMPING: VERT 42 125 1982
 EC1044_MARK LOGO: SCGS  
 EC1044_PROJECTION: FLUSH
 EC1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1044+STABILITY: SURFACE MOTION
 EC1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1044+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1989
 EC1044
 EC1044  HISTORY     - Date     Condition        Report By
 EC1044  HISTORY     - 1982     MONUMENTED       SCGS
 EC1044  HISTORY     - 19890718 GOOD             SCGS
 EC1044
 EC1044                          STATION DESCRIPTION
 EC1044
 EC1044'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1044'2.4 KM (1.5 MI) NE FROM FAIRFOREST.
 EC1044'THE MARK IS 0.50 M ABOVE PARKING LOT.
 EC1044'AT THE SPARTANBURG TECHNICAL COLLEGE ON INTERSTATE 85, NORTHWEST
 EC1044'OF SPARTANBURG, SET IN THE FRONT YARD OF THE ADMINISTRATION BUILDING,
 EC1044'BETWEEN THE SIDEWALK AND THE BUILDING, 31.0 METERS (11.0 FEET)
 EC1044'EAST OF A SECURITY LIGHT POLE, 15.2 METERS (50.0 FEET) SOUTH
 EC1044'OF THE SOUTH FACE OF THE BUILDING.
 EC1044
 EC1044                          STATION RECOVERY (1989)
 EC1044
 EC1044'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1044'STATION IS LOCATED 3.65 MILES NORTHWEST OF SPARTANBURG AND 6.4 MILES
 EC1044'EAST NORTHEAST OF WELLFORD.  OWNERSHIP--SPARTANBURG TECHNICAL
 EC1044'COLLEGE, P.O. DRAWER 4386, SPARTANBURG, SC 29305, PHONE 803-591-3770.
 EC1044'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 40 (NEW
 EC1044'CUT ROAD) AND INTERSTATE 85 (3.5 MILES NORTHWEST OF SPARTANBURG), GO
 EC1044'NORTH ON ROAD 40 FOR 0.1 MILE TO THE JUNCTION OF BRISACK ROAD
 EC1044'(FRONTAGE ROAD), TURN LEFT ON THE FRONTAGE ROAD FOR 0.35 MILE TO THE
 EC1044'INDUSTRIAL DIVISION BUILDING OF THE SPARTANBURG TECHNICAL COLLEGE AND
 EC1044'THE STATION NEAR THE SECOND LAMP POST EAST OF THE SIDEWALK LEADING TO
 EC1044'THE BUILDING.
 EC1044'STATION IS A CONCRETE POST RECESSED 3-INCHES AND 1 FOOT ABOVE THE
 EC1044'EAST-WEST SIDEWALK, 77.7 FFET EAST OF THE EAST EDGE OF THE SIDEWALK
 EC1044'LEADING TO THE BUILDING, 105.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 EC1044'OF THE BUILDING, 49.5 FEET SOUTH OF THE SOUTH FACE (PORTION WITH
 EC1044'WINDOWS) OF THE BUILDING, 10.8 FEET EAST NORTHEAST OF THE LAMP POST,
 EC1044'5.6 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK PARALELL WITH THE
 EC1044'BUILDING.
 EC1044'RECOVERED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1045 ***********************************************************************
 EC1045  DESIGNATION -  42 126
 EC1045  PID         -  EC1045
 EC1045  STATE/COUNTY-  SC/SPARTANBURG
 EC1045  USGS QUAD   -  SPARTANBURG (1983)
 EC1045
 EC1045                         *CURRENT SURVEY CONTROL
 EC1045  ___________________________________________________________________
 EC1045* NAD 83(1986)-  34 58 30.     (N)    081 59 01.     (W)     SCALED    
 EC1045* NAVD 88     -       264.538  (meters)     867.91   (feet)  ADJUSTED  
 EC1045  ___________________________________________________________________
 EC1045  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 EC1045  DYNAMIC HT  -         264.276 (meters)     867.05  (feet)  COMP
 EC1045  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 EC1045
 EC1045  VERT ORDER  -  FIRST     CLASS II
 EC1045
 EC1045.The horizontal coordinates were scaled from a topographic map and have
 EC1045.an estimated accuracy of +/- 6 seconds.
 EC1045
 EC1045.The orthometric height was determined by differential leveling
 EC1045.and adjusted by the National Geodetic Survey in June 1991..
 EC1045
 EC1045.The geoid height was determined by GEOID03.
 EC1045
 EC1045.The dynamic height is computed by dividing the NAVD 88
 EC1045.geopotential number by the normal gravity value computed on the
 EC1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1045.degrees latitude (g = 980.6199 gals.).
 EC1045
 EC1045.The modeled gravity was interpolated from observed gravity values.
 EC1045
 EC1045;                    North         East    Units  Estimated Accuracy
 EC1045;SPC SC       -   348,850.      519,780.      MT  (+/- 180 meters Scaled)
 EC1045
 EC1045                          SUPERSEDED SURVEY CONTROL
 EC1045
 EC1045  NGVD 29 (??/??/??)  264.641  (m)          868.24   (f) ADJUSTED    1 2
 EC1045
 EC1045.Superseded values are not recommended for survey control.
 EC1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1045.See file dsdata.txt to determine how the superseded data were derived.
 EC1045
 EC1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU102707(NAD 83)
 EC1045_MARKER: DB = BENCH MARK DISK
 EC1045_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EC1045_SP_SET: PIER OF OVERPASS
 EC1045_STAMPING: VERT 42 126 1982
 EC1045_MARK LOGO: SCGS  
 EC1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC1045
 EC1045  HISTORY     - Date     Condition        Report By
 EC1045  HISTORY     - 1982     MONUMENTED       SCGS
 EC1045
 EC1045                          STATION DESCRIPTION
 EC1045
 EC1045'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1045'1.4 KM (0.9 MI) NW FROM UNA.
 EC1045'AT THE JUNCTIONS OF COUNTY ROAD S-42-65, INTERSTATE 85, AND
 EC1045'FRONTAGE ROAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 EC1045'MOST EASTERLY PIER OF THE COUNTY ROAD OVERPASS, 7.8 METERS
 EC1045'(25.6 FEET) SOUTHEAST OF THE CENTER LINE OF FRONTAGE ROAD.
 EC1045'THE MARK IS 1.00 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1048 ***********************************************************************
 EC1048  DESIGNATION -  42 127
 EC1048  PID         -  EC1048
 EC1048  STATE/COUNTY-  SC/SPARTANBURG
 EC1048  USGS QUAD   -  SPARTANBURG (1983)
 EC1048
 EC1048                         *CURRENT SURVEY CONTROL
 EC1048  ___________________________________________________________________
 EC1048* NAD 83(1986)-  34 59 21.     (N)    081 57 54.     (W)     SCALED    
 EC1048* NAVD 88     -       266.360  (meters)     873.88   (feet)  ADJUSTED  
 EC1048  ___________________________________________________________________
 EC1048  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 EC1048  DYNAMIC HT  -         266.095 (meters)     873.01  (feet)  COMP
 EC1048  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 EC1048
 EC1048  VERT ORDER  -  FIRST     CLASS II
 EC1048
 EC1048.The horizontal coordinates were scaled from a topographic map and have
 EC1048.an estimated accuracy of +/- 6 seconds.
 EC1048
 EC1048.The orthometric height was determined by differential leveling
 EC1048.and adjusted by the National Geodetic Survey in June 1991..
 EC1048
 EC1048.The geoid height was determined by GEOID03.
 EC1048
 EC1048.The dynamic height is computed by dividing the NAVD 88
 EC1048.geopotential number by the normal gravity value computed on the
 EC1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1048.degrees latitude (g = 980.6199 gals.).
 EC1048
 EC1048.The modeled gravity was interpolated from observed gravity values.
 EC1048
 EC1048;                    North         East    Units  Estimated Accuracy
 EC1048;SPC SC       -   350,410.      521,490.      MT  (+/- 180 meters Scaled)
 EC1048
 EC1048                          SUPERSEDED SURVEY CONTROL
 EC1048
 EC1048  NGVD 29 (??/??/??)  266.463  (m)          874.22   (f) ADJUSTED    1 2
 EC1048
 EC1048.Superseded values are not recommended for survey control.
 EC1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1048.See file dsdata.txt to determine how the superseded data were derived.
 EC1048
 EC1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU119722(NAD 83)
 EC1048_MARKER: DD = SURVEY DISK
 EC1048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EC1048_SP_SET: PIER OF OVERPASS
 EC1048_STAMPING: VERT 42 127 1982
 EC1048_MARK LOGO: SCGS  
 EC1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1048+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1989
 EC1048
 EC1048  HISTORY     - Date     Condition        Report By
 EC1048  HISTORY     - 1982     MONUMENTED       SCGS
 EC1048  HISTORY     - 19861205 GOOD             DMA
 EC1048  HISTORY     - 19861205 GOOD             USPSQD
 EC1048  HISTORY     - 19890322 GOOD             SCGS
 EC1048
 EC1048                          STATION DESCRIPTION
 EC1048
 EC1048'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1048'3.4 KM (2.1 MI) WNW FROM WHITNEY.
 EC1048'AT THE JUNCTION OF INTERSTATES 585 AND 85, SET VERTICALLY IN
 EC1048'THE NORTHEAST FACE OF THE MOST EASTERLY PIER OF THE INTERSTATE
 EC1048'585 OVERPASS.
 EC1048'THE MARK IS 1.00 M ABOVE INTERSTATE 85.
 EC1048
 EC1048                          STATION RECOVERY (1986)
 EC1048
 EC1048'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (DCS)
 EC1048'RECOVERED IN GOOD CONDITION.
 EC1048
 EC1048                          STATION RECOVERY (1986)
 EC1048
 EC1048'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 EC1048'RECOVERED IN GOOD CONDITION.
 EC1048
 EC1048                          STATION RECOVERY (1989)
 EC1048
 EC1048'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW)
 EC1048'STATION IS LOCATED VERTICALLY IN THE EAST PIER AT THE SOUTH END OF THE
 EC1048'INTERSTATE 585 (U.S.  HIGHWAY 176) OVERPASS OF INTERSTATE 85, 3.3
 EC1048'MILES (5.3 KM) NORTHWEST OF SPARTANBURG.  OWNERSHIP--SCDOT, DIRECTOR
 EC1048'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EC1048'803-737-1314.  STATION IS A DRILL MARK SET VERTICALLY IN A OVERPASS
 EC1048'PIER, 3.0 FEET (0.9 M) ABOVE INTERSTATE 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1049 ***********************************************************************
 EC1049  DESIGNATION -  42 128
 EC1049  PID         -  EC1049
 EC1049  STATE/COUNTY-  SC/SPARTANBURG
 EC1049  USGS QUAD   -  SPARTANBURG (1983)
 EC1049
 EC1049                         *CURRENT SURVEY CONTROL
 EC1049  ___________________________________________________________________
 EC1049* NAD 83(1986)-  34 59 30.     (N)    081 57 31.     (W)     SCALED    
 EC1049* NAVD 88     -       267.264  (meters)     876.85   (feet)  ADJUSTED  
 EC1049  ___________________________________________________________________
 EC1049  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EC1049  DYNAMIC HT  -         266.998 (meters)     875.98  (feet)  COMP
 EC1049  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 EC1049
 EC1049  VERT ORDER  -  FIRST     CLASS II
 EC1049
 EC1049.The horizontal coordinates were scaled from a topographic map and have
 EC1049.an estimated accuracy of +/- 6 seconds.
 EC1049
 EC1049.The orthometric height was determined by differential leveling
 EC1049.and adjusted by the National Geodetic Survey in June 1991..
 EC1049
 EC1049.The geoid height was determined by GEOID03.
 EC1049
 EC1049.The dynamic height is computed by dividing the NAVD 88
 EC1049.geopotential number by the normal gravity value computed on the
 EC1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1049.degrees latitude (g = 980.6199 gals.).
 EC1049
 EC1049.The modeled gravity was interpolated from observed gravity values.
 EC1049
 EC1049;                    North         East    Units  Estimated Accuracy
 EC1049;SPC SC       -   350,680.      522,080.      MT  (+/- 180 meters Scaled)
 EC1049
 EC1049                          SUPERSEDED SURVEY CONTROL
 EC1049
 EC1049  NGVD 29 (??/??/??)  267.368  (m)          877.19   (f) ADJUSTED    1 2
 EC1049
 EC1049.Superseded values are not recommended for survey control.
 EC1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1049.See file dsdata.txt to determine how the superseded data were derived.
 EC1049
 EC1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU125725(NAD 83)
 EC1049_MARKER: DB = BENCH MARK DISK
 EC1049_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EC1049_SP_SET: SIDEWALK
 EC1049_STAMPING: VERT 42 128 1982
 EC1049_MARK LOGO: SCGS  
 EC1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC1049
 EC1049  HISTORY     - Date     Condition        Report By
 EC1049  HISTORY     - 1982     MONUMENTED       SCGS
 EC1049
 EC1049                          STATION DESCRIPTION
 EC1049
 EC1049'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1049'2.7 KM (1.7 MI) WNW FROM WHITNEY.
 EC1049'AT THE JUNCTION OF A ROAD OVERPASS AND INTERSTATE 85, BETWEEN
 EC1049'STATE HIGHWAY 9 OVERPASS AND INTERSTATE 585 OVERPASS, SET IN
 EC1049'THE SIDEWALK OF THE SOUTHWEST CORNER OF THE BRIDGE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1050 ***********************************************************************
 EC1050  DESIGNATION -  42 129
 EC1050  PID         -  EC1050
 EC1050  STATE/COUNTY-  SC/SPARTANBURG
 EC1050  USGS QUAD   -  SPARTANBURG (1983)
 EC1050
 EC1050                         *CURRENT SURVEY CONTROL
 EC1050  ___________________________________________________________________
 EC1050* NAD 83(1986)-  34 59 43.     (N)    081 56 47.     (W)     SCALED    
 EC1050* NAVD 88     -       240.242  (meters)     788.19   (feet)  ADJUSTED  
 EC1050  ___________________________________________________________________
 EC1050  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EC1050  DYNAMIC HT  -         240.003 (meters)     787.41  (feet)  COMP
 EC1050  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 EC1050
 EC1050  VERT ORDER  -  FIRST     CLASS II
 EC1050
 EC1050.The horizontal coordinates were scaled from a topographic map and have
 EC1050.an estimated accuracy of +/- 6 seconds.
 EC1050
 EC1050.The orthometric height was determined by differential leveling
 EC1050.and adjusted by the National Geodetic Survey in June 1991..
 EC1050
 EC1050.The geoid height was determined by GEOID03.
 EC1050
 EC1050.The dynamic height is computed by dividing the NAVD 88
 EC1050.geopotential number by the normal gravity value computed on the
 EC1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1050.degrees latitude (g = 980.6199 gals.).
 EC1050
 EC1050.The modeled gravity was interpolated from observed gravity values.
 EC1050
 EC1050;                    North         East    Units  Estimated Accuracy
 EC1050;SPC SC       -   351,070.      523,200.      MT  (+/- 180 meters Scaled)
 EC1050
 EC1050                          SUPERSEDED SURVEY CONTROL
 EC1050
 EC1050  NGVD 29 (??/??/??)  240.345  (m)          788.53   (f) ADJUSTED    1 2
 EC1050
 EC1050.Superseded values are not recommended for survey control.
 EC1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1050.See file dsdata.txt to determine how the superseded data were derived.
 EC1050
 EC1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU136729(NAD 83)
 EC1050_MARKER: DD = SURVEY DISK
 EC1050_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EC1050_SP_SET: PIER OF OVERPASS
 EC1050_STAMPING: VERT 42 129 1982
 EC1050_MARK LOGO: SCGS  
 EC1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1050+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 EC1050
 EC1050  HISTORY     - Date     Condition        Report By
 EC1050  HISTORY     - 1982     MONUMENTED       SCGS
 EC1050  HISTORY     - 19890710 GOOD             SCGS
 EC1050
 EC1050                          STATION DESCRIPTION
 EC1050
 EC1050'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1050'0.6 KM (1.4 MI) NW FROM WHITNEY.
 EC1050'AT THE JUNCTION OF INTERSTATE HIGHWAY 85, STATE HIGHWAY 9, AND
 EC1050'FRONTAGE ROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST
 EC1050'SOUTHEAST PIER OF THE OVERPASS, 7.0 METERS (23.0 FEET) SOUTH OF
 EC1050'THE CENTER LINE OF THE FRONTAGE ROAD.
 EC1050'THE MARK IS 1.00 M ABOVE FRONTAGE ROAD.
 EC1050
 EC1050                          STATION RECOVERY (1989)
 EC1050
 EC1050'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW)
 EC1050'STATION IS LOCATED VERTICALLY IN THE EAST PIER AT THE SOUTH END OF THE
 EC1050'JUNCTION OVERPASS OF STATE HIGHWAY 9 AND INTERSTATE 85, 3.3 MILES (5.3
 EC1050'KM) NORTH NORTHWEST OF SPARTANBURG, 4.2 MILES (6.8 KM) SOUTHEAST OF
 EC1050'BOILING SPRINGS.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 EC1050'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.  STATION IS A DRILL
 EC1050'MARK SET VERTICALLY IN A OVERPASS PIER, 3.0 FEET (0.9 M) ABOVE
 EC1050'INTERSTATE 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1051 ***********************************************************************
 EC1051  DESIGNATION -  42 130
 EC1051  PID         -  EC1051
 EC1051  STATE/COUNTY-  SC/SPARTANBURG
 EC1051  USGS QUAD   -  SPARTANBURG (1983)
 EC1051
 EC1051                         *CURRENT SURVEY CONTROL
 EC1051  ___________________________________________________________________
 EC1051* NAD 83(1986)-  34 59 52.     (N)    081 56 14.     (W)     SCALED    
 EC1051* NAVD 88     -       228.464  (meters)     749.55   (feet)  ADJUSTED  
 EC1051  ___________________________________________________________________
 EC1051  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EC1051  DYNAMIC HT  -         228.236 (meters)     748.80  (feet)  COMP
 EC1051  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 EC1051
 EC1051  VERT ORDER  -  FIRST     CLASS II
 EC1051
 EC1051.The horizontal coordinates were scaled from a topographic map and have
 EC1051.an estimated accuracy of +/- 6 seconds.
 EC1051
 EC1051.The orthometric height was determined by differential leveling
 EC1051.and adjusted by the National Geodetic Survey in June 1991..
 EC1051
 EC1051.The geoid height was determined by GEOID03.
 EC1051
 EC1051.The dynamic height is computed by dividing the NAVD 88
 EC1051.geopotential number by the normal gravity value computed on the
 EC1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1051.degrees latitude (g = 980.6199 gals.).
 EC1051
 EC1051.The modeled gravity was interpolated from observed gravity values.
 EC1051
 EC1051;                    North         East    Units  Estimated Accuracy
 EC1051;SPC SC       -   351,340.      524,040.      MT  (+/- 180 meters Scaled)
 EC1051
 EC1051                          SUPERSEDED SURVEY CONTROL
 EC1051
 EC1051  NGVD 29 (??/??/??)  228.567  (m)          749.89   (f) ADJUSTED    1 2
 EC1051
 EC1051.Superseded values are not recommended for survey control.
 EC1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1051.See file dsdata.txt to determine how the superseded data were derived.
 EC1051
 EC1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU144731(NAD 83)
 EC1051_MARKER: DB = BENCH MARK DISK
 EC1051_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EC1051_SP_SET: HEADWALL
 EC1051_STAMPING: VERT 42 130 1982
 EC1051_MARK LOGO: SCGS  
 EC1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC1051
 EC1051  HISTORY     - Date     Condition        Report By
 EC1051  HISTORY     - 1982     MONUMENTED       SCGS
 EC1051  HISTORY     - 19861114 GOOD             USPSQD
 EC1051
 EC1051                          STATION DESCRIPTION
 EC1051
 EC1051'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1051'1.7 KM (1.1 MI) NORTH FROM WHITNEY.
 EC1051'0.9 KILOMETER (0.55 MILE) NORTHEAST ALONG INTERSTATE 85 FROM
 EC1051'THE JUNCTION OF STATE HIGHWAY 9, SET IN THE SOUTH HEADWALL AT
 EC1051'THE EAST END OF THE BRIDGE OVER LAWSONS FORK CREEK.
 EC1051'THE MARK IS 0.70 METERS  ESE FROM A WITNESS POST.
 EC1051'THE MARK IS 0.20 M ABOVE INTERSTATE 85.
 EC1051
 EC1051                          STATION RECOVERY (1986)
 EC1051
 EC1051'RECOVERY NOTE BY US POWER SQUADRON 1986 (BHC)
 EC1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1416 ***********************************************************************
 FA1416  DESIGNATION -  42 131
 FA1416  PID         -  FA1416
 FA1416  STATE/COUNTY-  SC/SPARTANBURG
 FA1416  USGS QUAD   -  VALLEY FALLS (1983)
 FA1416
 FA1416                         *CURRENT SURVEY CONTROL
 FA1416  ___________________________________________________________________
 FA1416* NAD 83(1986)-  35 00 06.     (N)    081 55 31.     (W)     SCALED    
 FA1416* NAVD 88     -       253.909  (meters)     833.03   (feet)  ADJUSTED  
 FA1416  ___________________________________________________________________
 FA1416  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 FA1416  DYNAMIC HT  -         253.656 (meters)     832.20  (feet)  COMP
 FA1416  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 FA1416
 FA1416  VERT ORDER  -  FIRST     CLASS II
 FA1416
 FA1416.The horizontal coordinates were scaled from a topographic map and have
 FA1416.an estimated accuracy of +/- 6 seconds.
 FA1416
 FA1416.The orthometric height was determined by differential leveling
 FA1416.and adjusted by the National Geodetic Survey in June 1991..
 FA1416
 FA1416.The geoid height was determined by GEOID03.
 FA1416
 FA1416.The dynamic height is computed by dividing the NAVD 88
 FA1416.geopotential number by the normal gravity value computed on the
 FA1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1416.degrees latitude (g = 980.6199 gals.).
 FA1416
 FA1416.The modeled gravity was interpolated from observed gravity values.
 FA1416
 FA1416;                    North         East    Units  Estimated Accuracy
 FA1416;SPC SC       -   351,760.      525,130.      MT  (+/- 180 meters Scaled)
 FA1416
 FA1416                          SUPERSEDED SURVEY CONTROL
 FA1416
 FA1416  NGVD 29 (09/16/91)  254.013  (m)          833.37   (f) ADJUSTED    1 2
 FA1416
 FA1416.Superseded values are not recommended for survey control.
 FA1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1416.See file dsdata.txt to determine how the superseded data were derived.
 FA1416
 FA1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU155736(NAD 83)
 FA1416_MARKER: DD = SURVEY DISK
 FA1416_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA1416_SP_SET: CURBING OF OVERPASS
 FA1416_STAMPING: VERT 42 131 1982
 FA1416_MARK LOGO: SCGS  
 FA1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA1416+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 FA1416
 FA1416  HISTORY     - Date     Condition        Report By
 FA1416  HISTORY     - 1982     MONUMENTED       SCGS
 FA1416  HISTORY     - 19880801 GOOD             SCGS
 FA1416
 FA1416                          STATION DESCRIPTION
 FA1416
 FA1416'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1416'2.1 KM (1.3 MI) NORTH FROM WHITNEY.
 FA1416'THE MARK IS 0.20 M ABOVE COUNTY ROAD S-42-91.
 FA1416'AT THE JUNCTION OF INTERSTATE 85 AND COUNTY ROAD S-42-91
 FA1416'(BRYANT ROAD), SET IN THE WEST CURB AT THE SOUTH END OF THE
 FA1416'BRIDGE OVERPASS.
 FA1416
 FA1416                          STATION RECOVERY (1988)
 FA1416
 FA1416'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1416'STATION IS LOCATED 4.5 MI SOUTHEAST OF BOILING SPRINGS, 3.65 MI
 FA1416'NORTHEAST OF SPARTANBURG. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FA1416'PRECONSTRUCTION ENGINEER, P. O. BOX 191, COLUMBIA, SC 29202.
 FA1416'SET IN THE CURBING AT THE SOUTH CORNER OF THE JUNCTION OVERPASS OF
 FA1416'STATE ROAD 191 (BRYANT ROAD) AND INTERSTATE 85, (5.4 MI EAST
 FA1416'SOUTHEAST OF BOILING SPRINGS), 1.9 MI SOUTHWEST OF THE JUNCTION
 FA1416'OVERPASS OF U.S. HIGHWAY 221 AND INTERSTATE 85.
 FA1416'STATION IS A DRILL MARK IN CURBING OF OVERPASS, 1.0 FT ABOVE THE
 FA1416'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1052 ***********************************************************************
 EC1052  DESIGNATION -  42 132
 EC1052  PID         -  EC1052
 EC1052  STATE/COUNTY-  SC/SPARTANBURG
 EC1052  USGS QUAD   -  SPARTANBURG (1983)
 EC1052
 EC1052                         *CURRENT SURVEY CONTROL
 EC1052  ___________________________________________________________________
 EC1052* NAD 83(1986)-  34 59 37.     (N)    081 55 12.     (W)     SCALED    
 EC1052* NAVD 88     -       247.937  (meters)     813.44   (feet)  ADJUSTED  
 EC1052  ___________________________________________________________________
 EC1052  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EC1052  DYNAMIC HT  -         247.691 (meters)     812.63  (feet)  COMP
 EC1052  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 EC1052
 EC1052  VERT ORDER  -  FIRST     CLASS II
 EC1052
 EC1052.The horizontal coordinates were scaled from a topographic map and have
 EC1052.an estimated accuracy of +/- 6 seconds.
 EC1052
 EC1052.The orthometric height was determined by differential leveling
 EC1052.and adjusted by the National Geodetic Survey in June 1991..
 EC1052
 EC1052.The geoid height was determined by GEOID03.
 EC1052
 EC1052.The dynamic height is computed by dividing the NAVD 88
 EC1052.geopotential number by the normal gravity value computed on the
 EC1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1052.degrees latitude (g = 980.6199 gals.).
 EC1052
 EC1052.The modeled gravity was interpolated from observed gravity values.
 EC1052
 EC1052;                    North         East    Units  Estimated Accuracy
 EC1052;SPC SC       -   350,860.      525,600.      MT  (+/- 180 meters Scaled)
 EC1052
 EC1052                          SUPERSEDED SURVEY CONTROL
 EC1052
 EC1052  NGVD 29 (09/16/91)  248.043  (m)          813.79   (f) ADJUSTED    1 2
 EC1052
 EC1052.Superseded values are not recommended for survey control.
 EC1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1052.See file dsdata.txt to determine how the superseded data were derived.
 EC1052
 EC1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU160727(NAD 83)
 EC1052_MARKER: DD = SURVEY DISK
 EC1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1052_SP_SET: CONCRETE POST
 EC1052_STAMPING: VERT 42 132 1982
 EC1052_MARK LOGO: SCGS  
 EC1052_PROJECTION: FLUSH
 EC1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1052+STABILITY: SURFACE MOTION
 EC1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1052+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 EC1052
 EC1052  HISTORY     - Date     Condition        Report By
 EC1052  HISTORY     - 1982     MONUMENTED       SCGS
 EC1052  HISTORY     - 19880801 GOOD             SCGS
 EC1052
 EC1052                          STATION DESCRIPTION
 EC1052
 EC1052'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1052'1.9 KM (1.2 MI) NE FROM WHITNEY.
 EC1052'THE MARK IS 1.00 M ABOVE COUNTY ROAD S-42-798.
 EC1052'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG COUNTY ROAD
 EC1052'S-42-191 FROM THE JUNCTION OF U.S. HIGHWAY 221, JUST NORTH
 EC1052'OF WHITNEY, SET NEAR THE NORTHWEST CORNER OF THE WHITNEY
 EC1052'AREA FIRE DEPARTMENT BUILDING, 44.3 METERS (145.5 FEET) EAST OF
 EC1052'A POWER POLE NUMBER K41/28, 41.6 METERS (136.5 FEET) NORTHEAST
 EC1052'OF THE CENTER LINE OF COUNTY ROAD S-42-191, 30.8 METERS
 EC1052'(101.0 FEET) EAST NORTHEAST OF A FIRE HYDRANT, 22.6 METERS
 EC1052'(74.0 FEET) SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD
 EC1052'S-42-798, 1.3 METERS (4.4 FEET) WEST NORTHWEST OF THE
 EC1052'NORTHWEST CORNER OF THE FIRE STATION.
 EC1052'THE MARK IS 1.10 METERS  WNW FROM A WITNESS POST.
 EC1052
 EC1052                          STATION RECOVERY (1988)
 EC1052
 EC1052'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1052'STATION IS LOCATED 5.1 MI SOUTHEAST OF BOILING SPRINGS, 3.1 MI
 EC1052'NORTH NORTHEAST OF SPARTANBURG.  OWNERSHIP--WHITNEY FIRE DEPARTMENT,
 EC1052'SPARTANBURG, SC  29303.
 EC1052'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 EC1052'AND INTERSTATE 85 (5.4 MI EAST SOUTHEAST OF BOILING SPRINGS), GO
 EC1052'SOUTHWEST ON INTERSTATE 85 FOR 1.7 MI TO THE OFF RAMP EXIT TO STATE
 EC1052'ROAD 191 (BRYANT ROAD), TURN RIGHT ON TO THE OFF RAMP FOR 0.2 MI TO
 EC1052'THE JUNCTION OF ROAD 191, TURN LEFT ON ROAD 191 FOR 0.7 MI TO THE
 EC1052'MARK ON THE LEFT, NEAR WEST CORNER OF THE WHITNEY AREA FIRE
 EC1052'DEPARTMENT, 0.2 MI NORTH NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 EC1052'221.
 EC1052'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 136.2 FT NORTHEAST
 EC1052'OF THE CENTER OF BRYANT ROAD, 73.6 FT SOUTHEAST OF THE CENTER OF
 EC1052'STATE ROAD 798 (SUNSET DRIVE), 100.3 FT EAST NORTHEAST OF A FIRE
 EC1052'HYDRANT, 4.3 FT WEST OF THE WEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1053 ***********************************************************************
 EC1053  DESIGNATION -  42 133
 EC1053  PID         -  EC1053
 EC1053  STATE/COUNTY-  SC/SPARTANBURG
 EC1053  USGS QUAD   -  SPARTANBURG (1983)
 EC1053
 EC1053                         *CURRENT SURVEY CONTROL
 EC1053  ___________________________________________________________________
 EC1053* NAD 83(1986)-  34 59 39.     (N)    081 54 56.     (W)     SCALED    
 EC1053* NAVD 88     -       257.748  (meters)     845.63   (feet)  ADJUSTED  
 EC1053  ___________________________________________________________________
 EC1053  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EC1053  DYNAMIC HT  -         257.492 (meters)     844.79  (feet)  COMP
 EC1053  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 EC1053
 EC1053  VERT ORDER  -  FIRST     CLASS II
 EC1053
 EC1053.The horizontal coordinates were scaled from a topographic map and have
 EC1053.an estimated accuracy of +/- 6 seconds.
 EC1053
 EC1053.The orthometric height was determined by differential leveling
 EC1053.and adjusted by the National Geodetic Survey in June 1991..
 EC1053
 EC1053.The geoid height was determined by GEOID03.
 EC1053
 EC1053.The dynamic height is computed by dividing the NAVD 88
 EC1053.geopotential number by the normal gravity value computed on the
 EC1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1053.degrees latitude (g = 980.6199 gals.).
 EC1053
 EC1053.The modeled gravity was interpolated from observed gravity values.
 EC1053
 EC1053;                    North         East    Units  Estimated Accuracy
 EC1053;SPC SC       -   350,920.      526,010.      MT  (+/- 180 meters Scaled)
 EC1053
 EC1053                          SUPERSEDED SURVEY CONTROL
 EC1053
 EC1053  NGVD 29 (09/16/91)  257.853  (m)          845.97   (f) ADJUSTED    1 2
 EC1053
 EC1053.Superseded values are not recommended for survey control.
 EC1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1053.See file dsdata.txt to determine how the superseded data were derived.
 EC1053
 EC1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU164727(NAD 83)
 EC1053_MARKER: DD = SURVEY DISK
 EC1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1053_SP_SET: CONCRETE POST
 EC1053_STAMPING: VERT 42 133 1982
 EC1053_MARK LOGO: SCGS  
 EC1053_PROJECTION: FLUSH
 EC1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1053+STABILITY: SURFACE MOTION
 EC1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1053+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 EC1053
 EC1053  HISTORY     - Date     Condition        Report By
 EC1053  HISTORY     - 1982     MONUMENTED       SCGS
 EC1053  HISTORY     - 19880801 GOOD             SCGS
 EC1053
 EC1053                          STATION DESCRIPTION
 EC1053
 EC1053'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1053'1.9 KM (1.2 MI) NE FROM WHITNEY.
 EC1053'THE MARK IS ABOVE LEVEL WITH HIGHWAY 221.
 EC1053'3.3 KILOMETERS (2.05 MILES) NORTHEAST ALONG U.S. HIGHWAY 221
 EC1053'FROM THE JUNCTION OF U.S. HIGHWAY 176 AND INTERSTATE HIGHWAY
 EC1053'585, 0.6 KILOMETER (0.4 MILE) SOUTHWEST OF LIBERTY CHURCH, SET
 EC1053'BY A POWER LINE POLE AND A LONE PINE TREE, ON THE NORTHWEST SIDE
 EC1053'OF AN OPEN LOT, 6.2 METERS (20.4 FEET) SOUTHEAST OF THE SOUTHEAST
 EC1053'CURB OF HIGHWAY 221, 4.6 METERS (15.0 FEET) SOUTHEAST OF A
 EC1053'POWER LINE POLE NUMBER 70, 3.3 METERS (10.7 FEET) SOUTH OF THE
 EC1053'LONE PINE TREE, 42.3 METERS (138.8 FEET) SOUTHWEST OF A FIRE
 EC1053'HYDRANT AT THE ENTRANCE OF A DRIVEWAY WITH BRICK PILLARS,
 EC1053'82.0 METERS (269.0 FEET) NORTHEAST OF A FIRE HYDRANT BY A POWER
 EC1053'POLE.
 EC1053'THE MARK IS 1.30 METERS  SSW FROM A WITNESS POST.
 EC1053
 EC1053                          STATION RECOVERY (1988)
 EC1053
 EC1053'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1053'STATION IS LOCATED 5.4 MI SOUTHEAST OF BOILING SPRINGS, 3.2 MI
 EC1053'NORTH NORTHEAST OF SPARTANBURG. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 EC1053'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 EC1053'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 EC1053'AND INTERSTATE 85, (5.4 MI EAST SOUTHEAST OF BOILING SPRINGS), GO
 EC1053'SOUTH SOUTHWEST ON HIGHWAY 221 FOR 1.95 MI TO THE MARK ON THE LEFT,
 EC1053'NEAR A LONE PINE TREE, ACROSS FROM A PIGGLY WIGGLY FOOD STORE,
 EC1053'0.25 MI NORTH NORTHEAST OF THE JUNCTION OF STATE ROAD 191 (BRYANT
 EC1053'ROAD).
 EC1053'STATION IS A CONCRETE POST RECESSED 2-INCHES AND 1.0 FT ABOVE THE
 EC1053'HIGHWAY, 33.2 FT SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 EC1053'THE HIGHWAY, 188.7 FT SOUTHWEST OF THE EXTENDED CENTER OF STATE ROAD
 EC1053'798 (SUNSET DRIVE), 10.4 FT SOUTH OF THE PINE TREE, 15.0 FT
 EC1053'SOUTHEAST OF THE SOUTHEAST EDGE OF A 4-FOOT WIDE SIDEWALK, 4.0 FT
 EC1053'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1054 ***********************************************************************
 EC1054  DESIGNATION -  42 134
 EC1054  PID         -  EC1054
 EC1054  STATE/COUNTY-  SC/SPARTANBURG
 EC1054  USGS QUAD   -  SPARTANBURG (1983)
 EC1054
 EC1054                         *CURRENT SURVEY CONTROL
 EC1054  ___________________________________________________________________
 EC1054* NAD 83(2001)-  34 59 56.91256(N)    081 54 38.74627(W)     ADJUSTED  
 EC1054* NAVD 88     -       267.508  (meters)     877.65   (feet)  ADJUSTED  
 EC1054  ___________________________________________________________________
 EC1054  X           -     736,035.730 (meters)                     COMP
 EC1054  Y           -  -5,178,630.046 (meters)                     COMP
 EC1054  Z           -   3,637,924.303 (meters)                     COMP
 EC1054  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 EC1054  ELLIP HEIGHT-         235.95  (meters)          (03/27/03) GPS OBS
 EC1054  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EC1054  DYNAMIC HT  -         267.243 (meters)     876.78  (feet)  COMP
 EC1054  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 EC1054
 EC1054  HORZ ORDER  -  FIRST
 EC1054  VERT ORDER  -  FIRST     CLASS II
 EC1054  ELLP ORDER  -  FOURTH    CLASS II
 EC1054
 EC1054.The horizontal coordinates were established by GPS observations
 EC1054.and adjusted by the National Geodetic Survey in March 2003..
 EC1054
 EC1054.The orthometric height was determined by differential leveling
 EC1054.and adjusted by the National Geodetic Survey in June 1991..
 EC1054
 EC1054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC1054
 EC1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1054
 EC1054.The ellipsoidal height was determined by GPS observations
 EC1054.and is referenced to NAD 83.
 EC1054
 EC1054.The geoid height was determined by GEOID03.
 EC1054
 EC1054.The dynamic height is computed by dividing the NAVD 88
 EC1054.geopotential number by the normal gravity value computed on the
 EC1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1054.degrees latitude (g = 980.6199 gals.).
 EC1054
 EC1054.The modeled gravity was interpolated from observed gravity values.
 EC1054
 EC1054;                    North         East     Units Scale Factor Converg.
 EC1054;SPC SC       -   351,467.868   526,453.083   MT  1.00006317   -0 30 17.7
 EC1054;SPC SC       - 1,153,109.80  1,727,208.28   iFT  1.00006317   -0 30 17.7
 EC1054;UTM  17      - 3,873,326.847   416,889.308   MT  0.99968513   -0 31 20.7
 EC1054
 EC1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1054!SPC SC       -   0.99996297  x   1.00006317  =   1.00002613
 EC1054!UTM  17      -   0.99996297  x   0.99968513  =   0.99964811
 EC1054
 EC1054                          SUPERSEDED SURVEY CONTROL
 EC1054
 EC1054  NAD 83(1995)-  34 59 56.91292(N)    081 54 38.74581(W) AD(       ) 1
 EC1054  ELLIP H (12/20/99)  235.95   (m)                       GP(       ) 4 1
 EC1054  NAD 83(1986)-  34 59 56.92403(N)    081 54 38.75097(W) AD(       ) 1
 EC1054  NGVD 29 (??/??/??)  267.613  (m)          877.99   (f) ADJUSTED    1 2
 EC1054
 EC1054.Superseded values are not recommended for survey control.
 EC1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1054.See file dsdata.txt to determine how the superseded data were derived.
 EC1054
 EC1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1688973327(NAD 83)
 EC1054_MARKER: DB = BENCH MARK DISK
 EC1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1054_SP_SET: CONCRETE POST
 EC1054_STAMPING: VERT 42 134 1982
 EC1054_MARK LOGO: SCGS  
 EC1054_PROJECTION: FLUSH
 EC1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1054+STABILITY: SURFACE MOTION
 EC1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1054+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 EC1054
 EC1054  HISTORY     - Date     Condition        Report By
 EC1054  HISTORY     - 1982     MONUMENTED       SCGS
 EC1054  HISTORY     - 19861119 GOOD             LOCSUR
 EC1054  HISTORY     - 19861119 GOOD             USPSQD
 EC1054  HISTORY     - 19900618 GOOD             SCGS
 EC1054  HISTORY     - 20021203 GOOD             JCLS
 EC1054  HISTORY     - 20050730 GOOD             NEWBY
 EC1054
 EC1054                          STATION DESCRIPTION
 EC1054
 EC1054'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1054'2.4 KM (1.5 MI) NE FROM WHITNEY.
 EC1054'THE MARK IS 0.60 M ABOVE ROAD.
 EC1054'3.9 KILOMETERS (2.45 MILES) NORTHEAST ALONG U.S. HIGHWAY
 EC1054'221 FROM THE JUNCTION OF U.S. HIGHWAY 176 AND INTERSTATE 585,
 EC1054'SET IN THE EAST ANGLE OF THE FENCE AROUND THE LIBERTY CEMETARY,
 EC1054'2.0 METERS (6.6 FEET) WEST NORTHWEST OF THE NORTHWEST CURB OF
 EC1054'HIGHWAY 221, 58.9 METERS (193.2 FEET) SOUTH OF THE SOUTH
 EC1054'CORNER OF THE LIBERTY CHURCH, 1.2 METERS (4.0 FEET) WEST NORTHWEST
 EC1054'OF THE 4 FOOT CHAIN LINK FENCE AROUND THE CEMETARY, 6.7 METERS
 EC1054'(22.0 FEET) EAST SOUTHEAST OF THE TOP OF THE CENTER OF THE
 EC1054'WOOD HEADSTONE, 24.0 METERS (79.0 FEET) NORTH NORTHEAST OF A
 EC1054'POWER LINE POLE IN THE SOUTHEAST CORNER OF THE CEMETARY.
 EC1054'THE MARK IS 1.20 METERS  NW FROM A WITNESS POST.
 EC1054
 EC1054                          STATION RECOVERY (1986)
 EC1054
 EC1054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DCS)
 EC1054'RECOVERED IN GOOD CONDITION.
 EC1054
 EC1054                          STATION RECOVERY (1986)
 EC1054
 EC1054'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 EC1054'RECOVERED IN GOOD CONDITION.
 EC1054
 EC1054                          STATION RECOVERY (1990)
 EC1054
 EC1054'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1054'STATION IS LOCATED 3.5 MILFS NORTH NORTHEAST OF SPARTANBURG.
 EC1054'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC1054'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC1054'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND U.S.
 EC1054'HIGHWAY 221 (4.8 MILES NORTH NORTHEAST OF SPARTANBURG), GO SOUTH
 EC1054'SOUTHWEST ON HIGHWAY 221 FOR 1.5 MILES TO THE JUNCTION OF STATE ROAD
 EC1054'192 (FLOYD ROAD) LEFT AND THE STATION ON THE RIGHT NEAR A CHAIN LINK
 EC1054'FENCE SURROUNDING THE CEMETERY OF THE LIBERTY METHODIST CHURCH.
 EC1054'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 EC1054'THE HIGHWAY, 6.6 FEET WEST NORTHWEST OF THE NORTHWEST EDGE OF A
 EC1054'CONCRETE SIDEWALK CURB, 65.0 FEET EAST OF A 36-INCH OAK TREE, 19.5
 EC1054'FEET EAST OF THE FACE OF A TOMBSTONE (ANGELINA WIFE OF G.W. GOSSETT
 EC1054'MAY 3 1876-JUNE 31 1906, 20.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EC1054'OF A TOMBSTONE (WOODE TOBE G., MELISSA H.), 3.2 FEET WEST OF THE
 EC1054'FENCE, 3.8 FEET NORTHWEST OF A WITNESS POST.
 EC1054'RECOVERED BY T. HALL.
 EC1054
 EC1054                          STATION RECOVERY (2002)
 EC1054
 EC1054'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 EC1054'RECOVERED IN GOOD CONDITION.
 EC1054
 EC1054                          STATION RECOVERY (2005)
 EC1054
 EC1054'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 EC1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1055 ***********************************************************************
 EC1055  DESIGNATION -  42 135
 EC1055  PID         -  EC1055
 EC1055  STATE/COUNTY-  SC/SPARTANBURG
 EC1055  USGS QUAD   -  SPARTANBURG (1983)
 EC1055
 EC1055                         *CURRENT SURVEY CONTROL
 EC1055  ___________________________________________________________________
 EC1055* NAD 83(1986)-  34 59 26.     (N)    081 54 07.     (W)     SCALED    
 EC1055* NAVD 88     -       254.461  (meters)     834.84   (feet)  ADJUSTED  
 EC1055  ___________________________________________________________________
 EC1055  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EC1055  DYNAMIC HT  -         254.208 (meters)     834.01  (feet)  COMP
 EC1055  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 EC1055
 EC1055  VERT ORDER  -  FIRST     CLASS II
 EC1055
 EC1055.The horizontal coordinates were scaled from a topographic map and have
 EC1055.an estimated accuracy of +/- 6 seconds.
 EC1055
 EC1055.The orthometric height was determined by differential leveling
 EC1055.and adjusted by the National Geodetic Survey in June 1991..
 EC1055
 EC1055.The geoid height was determined by GEOID03.
 EC1055
 EC1055.The dynamic height is computed by dividing the NAVD 88
 EC1055.geopotential number by the normal gravity value computed on the
 EC1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1055.degrees latitude (g = 980.6199 gals.).
 EC1055
 EC1055.The modeled gravity was interpolated from observed gravity values.
 EC1055
 EC1055;                    North         East    Units  Estimated Accuracy
 EC1055;SPC SC       -   350,510.      527,250.      MT  (+/- 180 meters Scaled)
 EC1055
 EC1055                          SUPERSEDED SURVEY CONTROL
 EC1055
 EC1055  NGVD 29 (??/??/??)  254.566  (m)          835.19   (f) ADJUSTED    1 2
 EC1055
 EC1055.Superseded values are not recommended for survey control.
 EC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1055.See file dsdata.txt to determine how the superseded data were derived.
 EC1055
 EC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU176723(NAD 83)
 EC1055_MARKER: DB = BENCH MARK DISK
 EC1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1055_SP_SET: CONCRETE POST
 EC1055_STAMPING: VERT 42 135 1982
 EC1055_MARK LOGO: SCGS  
 EC1055_PROJECTION: RECESSED 3 CENTIMETERS
 EC1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1055+STABILITY: SURFACE MOTION
 EC1055
 EC1055  HISTORY     - Date     Condition        Report By
 EC1055  HISTORY     - 1982     MONUMENTED       SCGS
 EC1055
 EC1055                          STATION DESCRIPTION
 EC1055
 EC1055'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1055'2.4 KM (1.5 MI) ENE FROM WHITNEY.
 EC1055'3.9 KILOMETERS (2.45 MILES) NORTHEAST ALONG U.S. HIGHWAY 221
 EC1055'FROM THE JUNCTION OF U.S. HIGHWAY 176 AND INTERSTATE 585, THENCE
 EC1055'0.5 KILOMETER (0.35 MILE) SOUTHEAST ALONG COUNTY ROAD S-42-192,
 EC1055'THENCE 0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG FLOYD ROAD, SET
 EC1055'IN THE FRONT YARD OF A TAN BRICK SINGLE STORY HOUSE, 0.3 KILOMETER
 EC1055'(0.2 MILE) NORTHWEST OF A RAILROAD UNDERPASS, 10.3 METERS
 EC1055'(33.8 FEET) NORTHEAST OF THE CENTER LINE OF FLOYD ROAD,
 EC1055'44.8 METERS (147.0 FEET) SOUTHEAST OF THE APPROXIMATE
 EC1055'CENTER OF A GRAVEL ROAD (FLOYDS CABIN ROAD), 14.2 METERS
 EC1055'(46.7 FEET) WEST OF THE WEST CORNER OF THE HOUSE, 1.5 METERS
 EC1055'(4.9 FEET) SOUTH SOUTHWEST OF A POWER LINE POLE WITH 2 GUY WIRES,
 EC1055'5.3 METERS (17.3 FEET) SOUTHWEST OF A 18 INCH PINE TREE.
 EC1055'THE MARK IS 1.30 METERS  S FROM A WITNESS POST.
 EC1055'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1056 ***********************************************************************
 EC1056  DESIGNATION -  42 136
 EC1056  PID         -  EC1056
 EC1056  STATE/COUNTY-  SC/SPARTANBURG
 EC1056  USGS QUAD   -  SPARTANBURG (1983)
 EC1056
 EC1056                         *CURRENT SURVEY CONTROL
 EC1056  ___________________________________________________________________
 EC1056* NAD 83(1986)-  34 58 55.     (N)    081 53 40.     (W)     SCALED    
 EC1056* NAVD 88     -       256.937  (meters)     842.97   (feet)  ADJUSTED  
 EC1056  ___________________________________________________________________
 EC1056  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 EC1056  DYNAMIC HT  -         256.683 (meters)     842.13  (feet)  COMP
 EC1056  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 EC1056
 EC1056  VERT ORDER  -  FIRST     CLASS II
 EC1056
 EC1056.The horizontal coordinates were scaled from a topographic map and have
 EC1056.an estimated accuracy of +/- 6 seconds.
 EC1056
 EC1056.The orthometric height was determined by differential leveling
 EC1056.and adjusted by the National Geodetic Survey in June 1991..
 EC1056
 EC1056.The geoid height was determined by GEOID03.
 EC1056
 EC1056.The dynamic height is computed by dividing the NAVD 88
 EC1056.geopotential number by the normal gravity value computed on the
 EC1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1056.degrees latitude (g = 980.6199 gals.).
 EC1056
 EC1056.The modeled gravity was interpolated from observed gravity values.
 EC1056
 EC1056;                    North         East    Units  Estimated Accuracy
 EC1056;SPC SC       -   349,550.      527,930.      MT  (+/- 180 meters Scaled)
 EC1056
 EC1056                          SUPERSEDED SURVEY CONTROL
 EC1056
 EC1056  NGVD 29 (??/??/??)  257.043  (m)          843.32   (f) ADJUSTED    1 2
 EC1056
 EC1056.Superseded values are not recommended for survey control.
 EC1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1056.See file dsdata.txt to determine how the superseded data were derived.
 EC1056
 EC1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU183714(NAD 83)
 EC1056_MARKER: DB = BENCH MARK DISK
 EC1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1056_SP_SET: CONCRETE POST
 EC1056_STAMPING: VERT 42 136 1982
 EC1056_MARK LOGO: SCGS  
 EC1056_PROJECTION: FLUSH
 EC1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1056+STABILITY: SURFACE MOTION
 EC1056
 EC1056  HISTORY     - Date     Condition        Report By
 EC1056  HISTORY     - 1982     MONUMENTED       SCGS
 EC1056
 EC1056                          STATION DESCRIPTION
 EC1056
 EC1056'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1056'1.6 KM (1.0 MI) NE FROM DRAYTON.
 EC1056'8.4 KILOMETERS (5.2 MILES) NORTHEAST ALONG U.S. HIGHWAY 29 FROM
 EC1056'THE JUNCTION OF U.S. HIGHWAY 176 AND STATE HIGHWAY 9 IN
 EC1056'SPARTANBURG, THENCE 1.7 KILOMETERS (1.05 MILES) NORTHWEST ALONG
 EC1056'COUNTY ROAD S-42-30 (PLAINVIEW DRIVE), THENCE 1.4 KILOMETERS
 EC1056'(0.95 MILE) SOUTHWEST ALONG COUNTY ROAD S-42-31, THENCE
 EC1056'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG FLOYDE ROAD, SET AT
 EC1056'THE NORTH CORNER OF THE CAROLINA PSYCHIATRIC CENTER, 30.5 METERS
 EC1056'(100.0 FEET) SOUTHWEST OF THE CENTER LINE OF FLOYDE ROAD, 17.0
 EC1056'METERS (56.0 FEET) NORTHWEST OF THE NORTHWEST EDGE OF THE
 EC1056'PARKING LOT, 1.4 METERS (4.7 FEET) EAST OF THE NORTH CORNER
 EC1056'OF THE BUILDING.
 EC1056'THE MARK IS ABOVE LEVEL WITH FLOYDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1057 ***********************************************************************
 EC1057  DESIGNATION -  42 137
 EC1057  PID         -  EC1057
 EC1057  STATE/COUNTY-  SC/SPARTANBURG
 EC1057  USGS QUAD   -  SPARTANBURG (1983)
 EC1057
 EC1057                         *CURRENT SURVEY CONTROL
 EC1057  ___________________________________________________________________
 EC1057* NAD 83(1986)-  34 59 01.     (N)    081 53 15.     (W)     SCALED    
 EC1057* NAVD 88     -       261.288  (meters)     857.24   (feet)  ADJUSTED  
 EC1057  ___________________________________________________________________
 EC1057  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EC1057  DYNAMIC HT  -         261.030 (meters)     856.40  (feet)  COMP
 EC1057  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 EC1057
 EC1057  VERT ORDER  -  FIRST     CLASS II
 EC1057
 EC1057.The horizontal coordinates were scaled from a topographic map and have
 EC1057.an estimated accuracy of +/- 6 seconds.
 EC1057
 EC1057.The orthometric height was determined by differential leveling
 EC1057.and adjusted by the National Geodetic Survey in June 1991..
 EC1057
 EC1057.The geoid height was determined by GEOID03.
 EC1057
 EC1057.The dynamic height is computed by dividing the NAVD 88
 EC1057.geopotential number by the normal gravity value computed on the
 EC1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1057.degrees latitude (g = 980.6199 gals.).
 EC1057
 EC1057.The modeled gravity was interpolated from observed gravity values.
 EC1057
 EC1057;                    North         East    Units  Estimated Accuracy
 EC1057;SPC SC       -   349,730.      528,560.      MT  (+/- 180 meters Scaled)
 EC1057
 EC1057                          SUPERSEDED SURVEY CONTROL
 EC1057
 EC1057  NGVD 29 (??/??/??)  261.394  (m)          857.59   (f) ADJUSTED    1 2
 EC1057
 EC1057.Superseded values are not recommended for survey control.
 EC1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1057.See file dsdata.txt to determine how the superseded data were derived.
 EC1057
 EC1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU189715(NAD 83)
 EC1057_MARKER: DB = BENCH MARK DISK
 EC1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1057_SP_SET: CONCRETE POST
 EC1057_STAMPING: VERT 42 137 1982
 EC1057_MARK LOGO: SCGS  
 EC1057_PROJECTION: FLUSH
 EC1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1057+STABILITY: SURFACE MOTION
 EC1057
 EC1057  HISTORY     - Date     Condition        Report By
 EC1057  HISTORY     - 1982     MONUMENTED       SCGS
 EC1057
 EC1057                          STATION DESCRIPTION
 EC1057
 EC1057'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1057'2.2 KM (1.35 MI) NE FROM DRAYTON.
 EC1057'5.9 KILOMETERS (3.65 MILES) NORTHEAST ALONG U.S. HIGHWAY 29
 EC1057'FROM THE JUNCTION OF U.S. HIGHWAY 176 AND STATE HIGHWAY 9 IN
 EC1057'SPARTANBURG, THENCE 1.7 KILOMETERS (1.05 MILES) NORTHWEST
 EC1057'ALONG COUNTY ROAD S-42-30 (PLAINVIEW DRIVE), THENCE 0.9 KILOMETER
 EC1057'(0.6 MILE) SOUTHWEST ALONG COUNTY ROAD S-42-31, SET AT THE
 EC1057'NORTHEAST ENTRANCE DRIVE TO THE SUNSET MEMORIAL CEMETARY,
 EC1057'11.6 METERS (38.0 FEET) SOUTH SOUTHEAST OF THE CENTER LINE
 EC1057'OF THE HIGHWAY, 5.2 METERS (17.0 FEET) WEST SOUTHWEST OF THE
 EC1057'A APPROXIMATE CENTER OF THE CEMETARY ROAD, 1.4 METERS (4.5 FEET)
 EC1057'SOUTH SOUTHEAST OF A 10 INCH CEDAR TREE, 4.6 METERS (15.0 FEET)
 EC1057'EAST NORTHEAST OF THE CENTER OF THE HOLT HEADSTONE, 16.6 METES
 EC1057'(54.5 FEET) WEST OF A POWER LINE POLE.
 EC1057'THE MARK IS 1.40 METERS  SSE FROM A WITNESS POST.
 EC1057'THE MARK IS 0.50 M ABOVE HIGHWAY 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1058 ***********************************************************************
 EC1058  DESIGNATION -  42 138
 EC1058  PID         -  EC1058
 EC1058  STATE/COUNTY-  SC/SPARTANBURG
 EC1058  USGS QUAD   -  SPARTANBURG (1983)
 EC1058
 EC1058                         *CURRENT SURVEY CONTROL
 EC1058  ___________________________________________________________________
 EC1058* NAD 83(1986)-  34 59 22.     (N)    081 52 51.     (W)     SCALED    
 EC1058* NAVD 88     -       244.400  (meters)     801.84   (feet)  ADJUSTED  
 EC1058  ___________________________________________________________________
 EC1058  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EC1058  DYNAMIC HT  -         244.158 (meters)     801.04  (feet)  COMP
 EC1058  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 EC1058
 EC1058  VERT ORDER  -  FIRST     CLASS II
 EC1058
 EC1058.The horizontal coordinates were scaled from a topographic map and have
 EC1058.an estimated accuracy of +/- 6 seconds.
 EC1058
 EC1058.The orthometric height was determined by differential leveling
 EC1058.and adjusted by the National Geodetic Survey in June 1991..
 EC1058
 EC1058.The geoid height was determined by GEOID03.
 EC1058
 EC1058.The dynamic height is computed by dividing the NAVD 88
 EC1058.geopotential number by the normal gravity value computed on the
 EC1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1058.degrees latitude (g = 980.6199 gals.).
 EC1058
 EC1058.The modeled gravity was interpolated from observed gravity values.
 EC1058
 EC1058;                    North         East    Units  Estimated Accuracy
 EC1058;SPC SC       -   350,370.      529,180.      MT  (+/- 180 meters Scaled)
 EC1058
 EC1058                          SUPERSEDED SURVEY CONTROL
 EC1058
 EC1058  NGVD 29 (??/??/??)  244.505  (m)          802.18   (f) ADJUSTED    1 2
 EC1058
 EC1058.Superseded values are not recommended for survey control.
 EC1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1058.See file dsdata.txt to determine how the superseded data were derived.
 EC1058
 EC1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU196722(NAD 83)
 EC1058_MARKER: DB = BENCH MARK DISK
 EC1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1058_SP_SET: CONCRETE POST
 EC1058_STAMPING: VERT 42 138 1982
 EC1058_MARK LOGO: SCGS  
 EC1058_PROJECTION: FLUSH
 EC1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1058+STABILITY: SURFACE MOTION
 EC1058
 EC1058  HISTORY     - Date     Condition        Report By
 EC1058  HISTORY     - 1982     MONUMENTED       SCGS
 EC1058  HISTORY     - 19861118 GOOD             DMA
 EC1058  HISTORY     - 19861118 GOOD             USPSQD
 EC1058
 EC1058                          STATION DESCRIPTION
 EC1058
 EC1058'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1058'4.7 KM (2.9 MI) NE FROM DRAYTON.
 EC1058'5.9 KILOMETERS (3.65 MILES) NORTHEAST ALONG U.S. HIGHWAY
 EC1058'29 FROM THE JUNCTION OF U.S. HIGHWAY 176 AND STATE HIGHWAY 9 IN
 EC1058'SPARTANBURG, THENCE 1.7 KILOMETERS (1.05 MILES) NORTHWEST ALONG
 EC1058'COUNTY ROAD S-42-30 (PLAINVIEW DRIVE), THENCE 0.1 KILOMETER
 EC1058'(0.05 MILE) SOUTHWEST ALONG COUNTY ROAD S-42-31, SET BY A POWER
 EC1058'POLE AT THE ENTRANCE OF THE LINCOLN MEMORIAL CEMETARY, 1.7 METERS
 EC1058'(5.6 FEET) EAST OF THE EAST CORNER OF THE WRIGHT FAMILY HEADSTONE,
 EC1058'1.0 METER (3.2 FEET) WEST OF THE POWER POLE, 9.7 METERS
 EC1058'(31.8 FEET) NORTHWEST OF THE CENTER LINE OF THE ROAD, 6.4 METERS
 EC1058'(21.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF THE ROAD
 EC1058'TO THE CEMETARY, 5.1 METERS (16.8 FEET) NORTHEAST OF THE TOP
 EC1058'OF THE CENTER OF THE MILLER HEADSTONE.
 EC1058'THE MARK IS 2.30 METERS  NW FROM A WITNESS POST.
 EC1058'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EC1058
 EC1058                          STATION RECOVERY (1986)
 EC1058
 EC1058'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (DCS)
 EC1058'RECOVERED IN GOOD CONDITION.
 EC1058
 EC1058                          STATION RECOVERY (1986)
 EC1058
 EC1058'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 EC1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1068 ***********************************************************************
 EC1068  DESIGNATION -  42 139
 EC1068  PID         -  EC1068
 EC1068  STATE/COUNTY-  SC/SPARTANBURG
 EC1068  USGS QUAD   -  PACOLET (1983)
 EC1068
 EC1068                         *CURRENT SURVEY CONTROL
 EC1068  ___________________________________________________________________
 EC1068* NAD 83(1986)-  34 56 21.     (N)    081 51 31.     (W)     SCALED    
 EC1068* NAVD 88     -       200.829  (meters)     658.89   (feet)  ADJUSTED  
 EC1068  ___________________________________________________________________
 EC1068  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EC1068  DYNAMIC HT  -         200.630 (meters)     658.23  (feet)  COMP
 EC1068  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 EC1068
 EC1068  VERT ORDER  -  FIRST     CLASS II
 EC1068
 EC1068.The horizontal coordinates were scaled from a topographic map and have
 EC1068.an estimated accuracy of +/- 6 seconds.
 EC1068
 EC1068.The orthometric height was determined by differential leveling
 EC1068.and adjusted by the National Geodetic Survey in June 1991..
 EC1068
 EC1068.The geoid height was determined by GEOID03.
 EC1068
 EC1068.The dynamic height is computed by dividing the NAVD 88
 EC1068.geopotential number by the normal gravity value computed on the
 EC1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1068.degrees latitude (g = 980.6199 gals.).
 EC1068
 EC1068.The modeled gravity was interpolated from observed gravity values.
 EC1068
 EC1068;                    North         East    Units  Estimated Accuracy
 EC1068;SPC SC       -   344,770.      531,160.      MT  (+/- 180 meters Scaled)
 EC1068
 EC1068                          SUPERSEDED SURVEY CONTROL
 EC1068
 EC1068  NGVD 29 (??/??/??)  200.935  (m)          659.23   (f) ADJUSTED    1 2
 EC1068
 EC1068.Superseded values are not recommended for survey control.
 EC1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1068.See file dsdata.txt to determine how the superseded data were derived.
 EC1068
 EC1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU215666(NAD 83)
 EC1068_MARKER: DB = BENCH MARK DISK
 EC1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1068_SP_SET: CONCRETE POST
 EC1068_STAMPING: VERT 42 139 1982
 EC1068_MARK LOGO: SCGS  
 EC1068_PROJECTION: FLUSH
 EC1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1068+STABILITY: SURFACE MOTION
 EC1068
 EC1068  HISTORY     - Date     Condition        Report By
 EC1068  HISTORY     - 1982     MONUMENTED       SCGS
 EC1068
 EC1068                          STATION DESCRIPTION
 EC1068
 EC1068'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1068'2.1 KM (1.3 MI) WEST FROM GLENDALE.
 EC1068'3.4 KILOMETERS (2.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY
 EC1068'176 AND STATE HIGHWAY 9 FROM THE JUNCTION OF U.S. HIGHWAY 29 IN
 EC1068'SPARTANBURG, THENCE 3.0 KILOMETERS (1.9 MILES) EAST ALONG
 EC1068'COUNTY ROAD S-42-47 (COUNTRY CLUB ROAD), THENCE 0.2 KILOMETER
 EC1068'(0.15 MILE) NORTH ALONG A PAVED ROAD LEADING TO ENTRANCE OF
 EC1068'LAWSON FORK WASTE WATER TREATMENT PLANT, SET INSIDE THE CHAIN
 EC1068'LINK FENCE, NEAR THE NORTHEAST CORNER OF THE SLEDGE DRYING
 EC1068'PIT NUMBER 20, 20.6 METERS (67.5 FEET) WET OF THE APPROXIMATE
 EC1068'CENTER OF A PAVED ROAD LEADING NORTH AND SOUTH, 43.8 METERS
 EC1068'(143.6 FEET) NORTH OF THE APPROXIMATE CENTER OF A PAVED ROAD
 EC1068'LEADING EAST AND WEST TO THE SLEDGE PITS, 0.9 METER (3.0 FEET)
 EC1068'EAST OF THE NORTHEAST CORNER OF THE SLEDGE PIT 20, 2.8 METERS
 EC1068'(9.3 FEET) SOUTHEAST OF A CLEAN OUT LINE IN CONCRETE 2 FOOT BY
 EC1068'2 FOOT.
 EC1068'THE MARK IS 0.90 METERS  E FROM A WITNESS POST.
 EC1068'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1067 ***********************************************************************
 EC1067  DESIGNATION -  42 140
 EC1067  PID         -  EC1067
 EC1067  STATE/COUNTY-  SC/SPARTANBURG
 EC1067  USGS QUAD   -  PACOLET (1983)
 EC1067
 EC1067                         *CURRENT SURVEY CONTROL
 EC1067  ___________________________________________________________________
 EC1067* NAD 83(1986)-  34 56 15.     (N)    081 52 05.     (W)     SCALED    
 EC1067* NAVD 88     -       223.361  (meters)     732.81   (feet)  ADJUSTED  
 EC1067  ___________________________________________________________________
 EC1067  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 EC1067  DYNAMIC HT  -         223.139 (meters)     732.08  (feet)  COMP
 EC1067  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 EC1067
 EC1067  VERT ORDER  -  FIRST     CLASS II
 EC1067
 EC1067.The horizontal coordinates were scaled from a topographic map and have
 EC1067.an estimated accuracy of +/- 6 seconds.
 EC1067
 EC1067.The orthometric height was determined by differential leveling
 EC1067.and adjusted by the National Geodetic Survey in June 1991..
 EC1067
 EC1067.The geoid height was determined by GEOID03.
 EC1067
 EC1067.The dynamic height is computed by dividing the NAVD 88
 EC1067.geopotential number by the normal gravity value computed on the
 EC1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1067.degrees latitude (g = 980.6199 gals.).
 EC1067
 EC1067.The modeled gravity was interpolated from observed gravity values.
 EC1067
 EC1067;                    North         East    Units  Estimated Accuracy
 EC1067;SPC SC       -   344,600.      530,290.      MT  (+/- 180 meters Scaled)
 EC1067
 EC1067                          SUPERSEDED SURVEY CONTROL
 EC1067
 EC1067  NGVD 29 (??/??/??)  223.466  (m)          733.15   (f) ADJUSTED    1 2
 EC1067
 EC1067.Superseded values are not recommended for survey control.
 EC1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1067.See file dsdata.txt to determine how the superseded data were derived.
 EC1067
 EC1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU207664(NAD 83)
 EC1067_MARKER: DB = BENCH MARK DISK
 EC1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1067_SP_SET: CONCRETE POST
 EC1067_STAMPING: VERT 42 140 1982
 EC1067_MARK LOGO: SCGS  
 EC1067_PROJECTION: FLUSH
 EC1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1067+STABILITY: SURFACE MOTION
 EC1067
 EC1067  HISTORY     - Date     Condition        Report By
 EC1067  HISTORY     - 1982     MONUMENTED       SCGS
 EC1067  HISTORY     - 19861112 GOOD             DMA
 EC1067  HISTORY     - 19861112 GOOD             USPSQD
 EC1067
 EC1067                          STATION DESCRIPTION
 EC1067
 EC1067'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 EC1067'IN EAST SPARTANBURG.
 EC1067'3.4 KILOMETERS (2.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY
 EC1067'176 AND STATE HIGHWAY 9 FROM THE JUNCTION OF U.S. HIGHWAY
 EC1067'29 IN SPARTANBURG, THENCE 1.9 KILOMETERS (1.2 MILES) EAST
 EC1067'ALONG COUNTY ROAD S-42-47 (COUNTRY CLUB ROAD), SET ON THE
 EC1067'EAST SIDE OF THE ENTRANCE ROAD LEADING TO THE COUNTRY CLUB
 EC1067'GOLF COURSE OF SPARTANBURG, JUST SOUTHWEST OF HOLE NUMBER 13,
 EC1067'12.8 METERS (42.0 FEET) NORTH OF THE CENTER LINE OF COUNTY
 EC1067'ROAD S-42-47, 20.1 METERS (66.0 FEET) SOUTH SOUTHEAST OF THE
 EC1067'APPROXIMATE CENTER OF A PAVED ROAD AND PARKING LOT LEADING
 EC1067'TO THE CLUB HOUSE, 11.9 METERS (39.0 FEET) WEST NORTHWEST
 EC1067'OF A POWER POLE, 18.9 METERS (62.0 FEET) EAST NORTHEAST OF
 EC1067'A FIRE HYDRANT AT THE ENTRANCE TO THE GOLF COURSE, 10.7 METERS
 EC1067'(35.0 FEET) SOUTH SOUTHEAST OF A 36 INCH OAK TREE.
 EC1067'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-42-47.
 EC1067
 EC1067                          STATION RECOVERY (1986)
 EC1067
 EC1067'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (DCS)
 EC1067'RECOVERED IN GOOD CONDITION.
 EC1067
 EC1067                          STATION RECOVERY (1986)
 EC1067
 EC1067'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 EC1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3278 ***********************************************************************
 ED3278  DESIGNATION -  42 141 RESET
 ED3278  PID         -  ED3278
 ED3278  STATE/COUNTY-  SC/SPARTANBURG
 ED3278  USGS QUAD   -  WELLFORD (1983)
 ED3278
 ED3278                         *CURRENT SURVEY CONTROL
 ED3278  ___________________________________________________________________
 ED3278* NAD 83(1986)-  34 58 18.     (N)    082 00 20.     (W)     SCALED    
 ED3278* NAVD 88     -       262.95   (meters)     862.7    (feet)  RESET     
 ED3278  ___________________________________________________________________
 ED3278  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 ED3278
 ED3278  VERT ORDER  -  THIRD
 ED3278
 ED3278.The horizontal coordinates were scaled from a topographic map and have
 ED3278.an estimated accuracy of +/- 6 seconds.
 ED3278
 ED3278.The orthometric height was computed from unverified reset data.
 ED3278.No vertical observational check was made to the station.
 ED3278
 ED3278.The geoid height was determined by GEOID03.
 ED3278
 ED3278;                    North         East    Units  Estimated Accuracy
 ED3278;SPC SC       -   348,500.      517,770.      MT  (+/- 180 meters Scaled)
 ED3278
 ED3278                          SUPERSEDED SURVEY CONTROL
 ED3278
 ED3278  NGVD 29 (01/15/02)  263.05   (m)          863.0    (f) RESET       3  
 ED3278
 ED3278.Superseded values are not recommended for survey control.
 ED3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3278.See file dsdata.txt to determine how the superseded data were derived.
 ED3278
 ED3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU082703(NAD 83)
 ED3278_MARKER: DD = SURVEY DISK
 ED3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3278_SP_SET: CONCRETE POST
 ED3278_STAMPING: 42 141 RESET 1989
 ED3278_MARK LOGO: SCGS  
 ED3278_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3278+STABILITY: SURFACE MOTION
 ED3278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3278+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3278
 ED3278  HISTORY     - Date     Condition        Report By
 ED3278  HISTORY     - 1989     MONUMENTED       SCGS
 ED3278
 ED3278                          STATION DESCRIPTION
 ED3278
 ED3278'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3278'LOCATED 4.4 MILES WEST NORTHWEST OF SPARTANBURG. OWNERSHIP--TRINITY
 ED3278'BAPTIST CHURCH, 390 WINGO HEIGHTS, SPARTANBURG, SC 29301.
 ED3278'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 65 (NEW
 ED3278'CUT ROAD) AND INTERSTATE 85 (3.3 MILES NORTHWEST OF SPARTANBURG), GO
 ED3278'NORTHWEST ON ROAD 65 FOR 0.9 MILE TO THE JUNCTION OF FAIRFOREST ROAD,
 ED3278'CONTINUE ON ROAD 65 FOR 0.1 MILE TO THE JUNCTION OF WINGO HEIGHTS
 ED3278'ROAD, TURN LEFT ON WINGO HEIGHTS ROAD FOR 0.8 MILE TO THE STATION ON
 ED3278'THE RIGHT IN THE YARD OF THE TRINITY BAPTIST CHURCH, 44.4 FEET
 ED3278'NORTHWEST OF THE CENTER OF THE ROAD, 56.6 FEET SOUTHWEST OF
 ED3278'THE SOUTHEAST LEG OF A TRINITY BAPTIST SIGN, 74.0 FEET NORTHEAST OF A
 ED3278'POWER POLE WITH TRANSFORMER AND TWO GUY WIRES, 93.9 FEET SOUTHEAST OF
 ED3278'THE SOUTHEAST WALL OF THE SOUTHWEST WING OF THE CHURCH, ON TOP OF A
 ED3278'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 ED3278'DESCRIBED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1073 ***********************************************************************
 ED1073  DESIGNATION -  42 142
 ED1073  PID         -  ED1073
 ED1073  STATE/COUNTY-  SC/SPARTANBURG
 ED1073  USGS QUAD   -  WELLFORD (1983)
 ED1073
 ED1073                         *CURRENT SURVEY CONTROL
 ED1073  ___________________________________________________________________
 ED1073* NAD 83(1986)-  34 58 42.     (N)    082 00 52.     (W)     SCALED    
 ED1073* NAVD 88     -       260.970  (meters)     856.20   (feet)  ADJUSTED  
 ED1073  ___________________________________________________________________
 ED1073  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 ED1073  DYNAMIC HT  -         260.711 (meters)     855.35  (feet)  COMP
 ED1073  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 ED1073
 ED1073  VERT ORDER  -  FIRST     CLASS II
 ED1073
 ED1073.The horizontal coordinates were scaled from a topographic map and have
 ED1073.an estimated accuracy of +/- 6 seconds.
 ED1073
 ED1073.The orthometric height was determined by differential leveling
 ED1073.and adjusted by the National Geodetic Survey in June 1991..
 ED1073
 ED1073.The geoid height was determined by GEOID03.
 ED1073
 ED1073.The dynamic height is computed by dividing the NAVD 88
 ED1073.geopotential number by the normal gravity value computed on the
 ED1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1073.degrees latitude (g = 980.6199 gals.).
 ED1073
 ED1073.The modeled gravity was interpolated from observed gravity values.
 ED1073
 ED1073;                    North         East    Units  Estimated Accuracy
 ED1073;SPC SC       -   349,250.      516,970.      MT  (+/- 180 meters Scaled)
 ED1073
 ED1073                          SUPERSEDED SURVEY CONTROL
 ED1073
 ED1073  NGVD 29 (??/??/??)  261.069  (m)          856.52   (f) ADJUSTED    1 2
 ED1073
 ED1073.Superseded values are not recommended for survey control.
 ED1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1073.See file dsdata.txt to determine how the superseded data were derived.
 ED1073
 ED1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU074711(NAD 83)
 ED1073_MARKER: DB = BENCH MARK DISK
 ED1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1073_SP_SET: CONCRETE POST
 ED1073_STAMPING: VERT 42 142 1982
 ED1073_MARK LOGO: SCGS  
 ED1073_PROJECTION: FLUSH
 ED1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1073+STABILITY: SURFACE MOTION
 ED1073
 ED1073  HISTORY     - Date     Condition        Report By
 ED1073  HISTORY     - 1982     MONUMENTED       SCGS
 ED1073
 ED1073                          STATION DESCRIPTION
 ED1073
 ED1073'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 ED1073'9.0 KM (5.6 MI) NW FROM SPARTANBURG.
 ED1073'1.4 KILOMETERS (0.85 MILE) NORTH ALONG INTERSTATE 26 FROM THE
 ED1073'JUNCTION OF INTERSTATE 85, JUST NORTHWEST OF SPARTANBURG, SET
 ED1073'JUST SOUTH OF A MAJOR POWER LINE CROSSING NEAR THE TIMBER
 ED1073'LINE, 13.6 METERS (44.5 FEET) NORTHEAST OF THE CENTER LINE
 ED1073'OF THE NORTH BOUND TRAFFIC LANE OF INTERSTATE 26, 33.7 METERS
 ED1073'(110.6 FEET) SOUTHWEST OF THE CENTER LINE OF FRONTAGE ROAD,
 ED1073'15.1 METERS (49.4 FEET) SOUTHEAST OF THE APPROXIMATE CENTER
 ED1073'OF THE MAJOR POWER LINE CROSSING, 3.0 METERS (10.0 FEET) SOUTH
 ED1073'SOUTHEAST OF THE WEST LEG OF THE EXIT 17 SIGN.
 ED1073'THE MARK IS 0.90 METERS  SW FROM A WITNESS POST.
 ED1073'THE MARK IS ABOVE LEVEL WITH INTERSTATE 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2242 ***********************************************************************
 FB2242  DESIGNATION -  42 143
 FB2242  PID         -  FB2242
 FB2242  STATE/COUNTY-  SC/SPARTANBURG
 FB2242  USGS QUAD   -  INMAN (1983)
 FB2242
 FB2242                         *CURRENT SURVEY CONTROL
 FB2242  ___________________________________________________________________
 FB2242* NAD 83(1986)-  35 00 02.     (N)    082 01 16.     (W)     SCALED    
 FB2242* NAVD 88     -       271.496  (meters)     890.73   (feet)  ADJUSTED  
 FB2242  ___________________________________________________________________
 FB2242  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 FB2242  DYNAMIC HT  -         271.225 (meters)     889.84  (feet)  COMP
 FB2242  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 FB2242
 FB2242  VERT ORDER  -  FIRST     CLASS II
 FB2242
 FB2242.The horizontal coordinates were scaled from a topographic map and have
 FB2242.an estimated accuracy of +/- 6 seconds.
 FB2242
 FB2242.The orthometric height was determined by differential leveling
 FB2242.and adjusted by the National Geodetic Survey in June 1991..
 FB2242
 FB2242.The geoid height was determined by GEOID03.
 FB2242
 FB2242.The dynamic height is computed by dividing the NAVD 88
 FB2242.geopotential number by the normal gravity value computed on the
 FB2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2242.degrees latitude (g = 980.6199 gals.).
 FB2242
 FB2242.The modeled gravity was interpolated from observed gravity values.
 FB2242
 FB2242;                    North         East    Units  Estimated Accuracy
 FB2242;SPC SC       -   351,720.      516,380.      MT  (+/- 180 meters Scaled)
 FB2242
 FB2242                          SUPERSEDED SURVEY CONTROL
 FB2242
 FB2242  NGVD 29 (??/??/??)  271.592  (m)          891.05   (f) ADJUSTED    1 2
 FB2242
 FB2242.Superseded values are not recommended for survey control.
 FB2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2242.See file dsdata.txt to determine how the superseded data were derived.
 FB2242
 FB2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU068735(NAD 83)
 FB2242_MARKER: DB = BENCH MARK DISK
 FB2242_SETTING: 66 = SET IN ROCK OUTCROP
 FB2242_SP_SET: ROCK OUTCROP
 FB2242_STAMPING: VERT 42 143 1982
 FB2242_MARK LOGO: SCGS  
 FB2242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2242
 FB2242  HISTORY     - Date     Condition        Report By
 FB2242  HISTORY     - 1982     MONUMENTED       SCGS
 FB2242
 FB2242                          STATION DESCRIPTION
 FB2242
 FB2242'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2242'8.1 KM (5.0 MI) SE FROM INMAN.
 FB2242'3.9 KILOMETERS (2.45 MILES) NORTH ALONG INTERSTATE 26 FROM
 FB2242'THE JUNCTION OF INTERSTATE 85, JUST NORTHWEST OF SPARTANBURG,
 FB2242'ALSO 0.3 KILOMETER (0.2 MILE) SOUTH ALONG INTERSTATE 26 FROM
 FB2242'A MAJOR POWER LINE CROSSING, SET IN SOME ROCK OUTCROP FACING
 FB2242'THE INTERSTATE, 11.3 METERS (37.0 FEET) WEST SOUTHWEST FROM
 FB2242'THE TOP RIDGE OF A 30 FOOT BANK, 11.6 METERS (38.0 FEET) EAST
 FB2242'NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF
 FB2242'INTERSTATE 26, 101.0 METERS (331.5 FEET) SOUTH SOUTHEAST OF
 FB2242'MILE POST 16, 14.6 METERS (48.0 FEET) SOUTH SOUTHWEST OF
 FB2242'A SMALL LONE PINE TREE.
 FB2242'THE MARK IS ABOVE LEVEL WITH INTERSTATE 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2237 ***********************************************************************
 FB2237  DESIGNATION -  42 144
 FB2237  PID         -  FB2237
 FB2237  STATE/COUNTY-  SC/SPARTANBURG
 FB2237  USGS QUAD   -  INMAN (1983)
 FB2237
 FB2237                         *CURRENT SURVEY CONTROL
 FB2237  ___________________________________________________________________
 FB2237* NAD 83(1986)-  35 01 12.     (N)    082 01 25.     (W)     SCALED    
 FB2237* NAVD 88     -       244.229  (meters)     801.27   (feet)  ADJUSTED  
 FB2237  ___________________________________________________________________
 FB2237  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FB2237  DYNAMIC HT  -         243.985 (meters)     800.47  (feet)  COMP
 FB2237  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 FB2237
 FB2237  VERT ORDER  -  FIRST     CLASS II
 FB2237
 FB2237.The horizontal coordinates were scaled from a topographic map and have
 FB2237.an estimated accuracy of +/- 6 seconds.
 FB2237
 FB2237.The orthometric height was determined by differential leveling
 FB2237.and adjusted by the National Geodetic Survey in June 1991..
 FB2237
 FB2237.The geoid height was determined by GEOID03.
 FB2237
 FB2237.The dynamic height is computed by dividing the NAVD 88
 FB2237.geopotential number by the normal gravity value computed on the
 FB2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2237.degrees latitude (g = 980.6199 gals.).
 FB2237
 FB2237.The modeled gravity was interpolated from observed gravity values.
 FB2237
 FB2237;                    North         East    Units  Estimated Accuracy
 FB2237;SPC SC       -   353,880.      516,170.      MT  (+/- 180 meters Scaled)
 FB2237
 FB2237                          SUPERSEDED SURVEY CONTROL
 FB2237
 FB2237  NGVD 29 (??/??/??)  244.323  (m)          801.58   (f) ADJUSTED    1 2
 FB2237
 FB2237.Superseded values are not recommended for survey control.
 FB2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2237.See file dsdata.txt to determine how the superseded data were derived.
 FB2237
 FB2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU066757(NAD 83)
 FB2237_MARKER: DB = BENCH MARK DISK
 FB2237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB2237_SP_SET: HEADWALL OF BRIDGE
 FB2237_STAMPING: VERT 42 144 1982
 FB2237_MARK LOGO: SCGS  
 FB2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2237+STABILITY: SURFACE MOTION
 FB2237
 FB2237  HISTORY     - Date     Condition        Report By
 FB2237  HISTORY     - 1982     MONUMENTED       SCGS
 FB2237
 FB2237                          STATION DESCRIPTION
 FB2237
 FB2237'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2237'4.8 KM (3.0 MI) SE FROM BOILING SPRINGS.
 FB2237'1.3 KILOMETERS (0.8 MILE) SOUTHEAST ALONG U.S. HIGHWAY 176
 FB2237'FROM THE JUNCTION OF INTERSTATE HIGHWAY 26, EAST OF INMMAN,
 FB2237'SET IN THE NORTHWEST HEADWALL OF THE SOUTHEAST BOUND LANE OF
 FB2237'THE BRIDGE OVER LAWSONS FORK CREEK, 5.8 METERS (19.0 FEET)
 FB2237'SOUTHWEST OF THE CENTER LINE OF HIGHWAY 176, 25.9 METERS
 FB2237'(85.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FB2237'BRIDGE.
 FB2237'THE MARK IS 0.20 M ABOVE HIGHWAY 176.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2239 ***********************************************************************
 FB2239  DESIGNATION -  42 145
 FB2239  PID         -  FB2239
 FB2239  STATE/COUNTY-  SC/SPARTANBURG
 FB2239  USGS QUAD   -  INMAN (1983)
 FB2239
 FB2239                         *CURRENT SURVEY CONTROL
 FB2239  ___________________________________________________________________
 FB2239* NAD 83(1986)-  35 01 48.     (N)    082 01 08.     (W)     SCALED    
 FB2239* NAVD 88     -       244.207  (meters)     801.20   (feet)  ADJUSTED  
 FB2239  ___________________________________________________________________
 FB2239  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FB2239  DYNAMIC HT  -         243.962 (meters)     800.40  (feet)  COMP
 FB2239  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 FB2239
 FB2239  VERT ORDER  -  FIRST     CLASS II
 FB2239
 FB2239.The horizontal coordinates were scaled from a topographic map and have
 FB2239.an estimated accuracy of +/- 6 seconds.
 FB2239
 FB2239.The orthometric height was determined by differential leveling
 FB2239.and adjusted by the National Geodetic Survey in June 1991..
 FB2239
 FB2239.The geoid height was determined by GEOID03.
 FB2239
 FB2239.The dynamic height is computed by dividing the NAVD 88
 FB2239.geopotential number by the normal gravity value computed on the
 FB2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2239.degrees latitude (g = 980.6199 gals.).
 FB2239
 FB2239.The modeled gravity was interpolated from observed gravity values.
 FB2239
 FB2239;                    North         East    Units  Estimated Accuracy
 FB2239;SPC SC       -   354,980.      516,620.      MT  (+/- 180 meters Scaled)
 FB2239
 FB2239                          SUPERSEDED SURVEY CONTROL
 FB2239
 FB2239  NGVD 29 (??/??/??)  244.301  (m)          801.51   (f) ADJUSTED    1 2
 FB2239
 FB2239.Superseded values are not recommended for survey control.
 FB2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2239.See file dsdata.txt to determine how the superseded data were derived.
 FB2239
 FB2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU070768(NAD 83)
 FB2239_MARKER: DB = BENCH MARK DISK
 FB2239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB2239_SP_SET: HEADWALL OF BRIDGE
 FB2239_STAMPING: VERT 42 145 1982
 FB2239_MARK LOGO: SCGS  
 FB2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2239
 FB2239  HISTORY     - Date     Condition        Report By
 FB2239  HISTORY     - 1982     MONUMENTED       SCGS
 FB2239
 FB2239                          STATION DESCRIPTION
 FB2239
 FB2239'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2239'3.7 KM (2.3 MI) SW FROM BOILING SPRINGS.
 FB2239'1.0 KILOMETER (0.6 MILE) SOUTHEAST ALONG U.S. HIGHWAY 176 FROM
 FB2239'THE JUNCTION OF INTERSTATE HIGHWAY 26, JUST SOUTHEAST OF
 FB2239'INMAN, THENCE 1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG
 FB2239'COUNTY ROAD S-42-56, SET IN THE HEADWALL AT THE EAST
 FB2239'CORNER OF THE BRIDGE OVER MEDOW CREEK.
 FB2239'THE MARK IS 0.70 METERS  SSW FROM A WITNESS POST.
 FB2239'THE MARK IS 0.20 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2238 ***********************************************************************
 FB2238  DESIGNATION -  42 146
 FB2238  PID         -  FB2238
 FB2238  STATE/COUNTY-  SC/SPARTANBURG
 FB2238  USGS QUAD   -  INMAN (1983)
 FB2238
 FB2238                         *CURRENT SURVEY CONTROL
 FB2238  ___________________________________________________________________
 FB2238* NAD 83(1986)-  35 02 16.     (N)    082 00 33.     (W)     SCALED    
 FB2238* NAVD 88     -       246.250  (meters)     807.91   (feet)  ADJUSTED  
 FB2238  ___________________________________________________________________
 FB2238  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FB2238  DYNAMIC HT  -         246.004 (meters)     807.10  (feet)  COMP
 FB2238  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 FB2238
 FB2238  VERT ORDER  -  FIRST     CLASS II
 FB2238
 FB2238.The horizontal coordinates were scaled from a topographic map and have
 FB2238.an estimated accuracy of +/- 6 seconds.
 FB2238
 FB2238.The orthometric height was determined by differential leveling
 FB2238.and adjusted by the National Geodetic Survey in June 1991..
 FB2238
 FB2238.The geoid height was determined by GEOID03.
 FB2238
 FB2238.The dynamic height is computed by dividing the NAVD 88
 FB2238.geopotential number by the normal gravity value computed on the
 FB2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2238.degrees latitude (g = 980.6199 gals.).
 FB2238
 FB2238.The modeled gravity was interpolated from observed gravity values.
 FB2238
 FB2238;                    North         East    Units  Estimated Accuracy
 FB2238;SPC SC       -   355,840.      517,510.      MT  (+/- 180 meters Scaled)
 FB2238
 FB2238                          SUPERSEDED SURVEY CONTROL
 FB2238
 FB2238  NGVD 29 (??/??/??)  246.345  (m)          808.22   (f) ADJUSTED    1 2
 FB2238
 FB2238.Superseded values are not recommended for survey control.
 FB2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2238.See file dsdata.txt to determine how the superseded data were derived.
 FB2238
 FB2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU079776(NAD 83)
 FB2238_MARKER: DB = BENCH MARK DISK
 FB2238_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB2238_SP_SET: LARGE CULVERT HEADWALL
 FB2238_STAMPING: VERT 42 146 1982
 FB2238_MARK LOGO: SCGS  
 FB2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2238+STABILITY: SURFACE MOTION
 FB2238
 FB2238  HISTORY     - Date     Condition        Report By
 FB2238  HISTORY     - 1982     MONUMENTED       SCGS
 FB2238
 FB2238                          STATION DESCRIPTION
 FB2238
 FB2238'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2238'2.6 KM (1.6 MI) SW FROM BOILING SPRINGS.
 FB2238'1.0 KILOMETER (0.6 MILE) SOUTHEAST ALONG U.S. HIGHWAY
 FB2238'176 FROM THE JUNCTION OF INTERSTATE HIGHWAY 26, JUST
 FB2238'SOUTHEAST OF INMAN, THENCE 2.5 KILOMETERS (1.55 MILES) NORTHEAST
 FB2238'ALONG COUNTY ROAD S-42-56, SET IN THE SOUTH HEADWALL OF THE
 FB2238'MOST EASTERLY OF TWO TWIN CULVERTS UNDER THE ROAD, 2.3 METERS
 FB2238'(7.4 FEET) EAST OF THE WEST END OF THE CULVERT.
 FB2238'THE MARK IS 3.20 METERS  S FROM A WITNESS POST.
 FB2238'THE MARK IS 1.00 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1428 ***********************************************************************
 FA1428  DESIGNATION -  42 147
 FA1428  PID         -  FA1428
 FA1428  STATE/COUNTY-  SC/SPARTANBURG
 FA1428  USGS QUAD   -  VALLEY FALLS (1983)
 FA1428
 FA1428                         *CURRENT SURVEY CONTROL
 FA1428  ___________________________________________________________________
 FA1428* NAD 83(1986)-  35 02 34.     (N)    081 59 40.     (W)     SCALED    
 FA1428* NAVD 88     -       280.259  (meters)     919.48   (feet)  ADJUSTED  
 FA1428  ___________________________________________________________________
 FA1428  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FA1428  DYNAMIC HT  -         279.979 (meters)     918.56  (feet)  COMP
 FA1428  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 FA1428
 FA1428  VERT ORDER  -  FIRST     CLASS II
 FA1428
 FA1428.The horizontal coordinates were scaled from a topographic map and have
 FA1428.an estimated accuracy of +/- 6 seconds.
 FA1428
 FA1428.The orthometric height was determined by differential leveling
 FA1428.and adjusted by the National Geodetic Survey in June 1991..
 FA1428
 FA1428.The geoid height was determined by GEOID03.
 FA1428
 FA1428.The dynamic height is computed by dividing the NAVD 88
 FA1428.geopotential number by the normal gravity value computed on the
 FA1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1428.degrees latitude (g = 980.6199 gals.).
 FA1428
 FA1428.The modeled gravity was interpolated from observed gravity values.
 FA1428
 FA1428;                    North         East    Units  Estimated Accuracy
 FA1428;SPC SC       -   356,380.      518,860.      MT  (+/- 180 meters Scaled)
 FA1428
 FA1428                          SUPERSEDED SURVEY CONTROL
 FA1428
 FA1428  NGVD 29 (??/??/??)  280.355  (m)          919.80   (f) ADJUSTED    1 2
 FA1428
 FA1428.Superseded values are not recommended for survey control.
 FA1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1428.See file dsdata.txt to determine how the superseded data were derived.
 FA1428
 FA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU093782(NAD 83)
 FA1428_MARKER: DB = BENCH MARK DISK
 FA1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1428_SP_SET: CONCRETE POST
 FA1428_STAMPING: VERT 42 147 1982
 FA1428_MARK LOGO: SCGS  
 FA1428_PROJECTION: FLUSH
 FA1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1428+STABILITY: SURFACE MOTION
 FA1428
 FA1428  HISTORY     - Date     Condition        Report By
 FA1428  HISTORY     - 1982     MONUMENTED       SCGS
 FA1428
 FA1428                          STATION DESCRIPTION
 FA1428
 FA1428'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1428'1.0 KM (0.6 MI) SW FROM BOILING SPRINGS.
 FA1428'1.0 KILOMETER (0.6 MILE) SOUTHWEST ALONG COUNTY ROAD
 FA1428'S-42-56 FROM THE JUNCTION OF STATE HIGHWAY 9 IN BOILING
 FA1428'SPRINGS, SET IN THE EAST ANGLE OF THE INTERSECTION WITH
 FA1428'CLEARVIEW HEIGHTS ROAD, 13.8 METERS (45.5 FEET) SOUTHEAST
 FA1428'OF HIGHWAY 56, 8.50 METERS (28.0 FEET) NORTHEAST OF CLEARVIEW
 FA1428'HEIGHTS ROAD, 1.9 METERS (6.3 FEET) NORTHEAST OF A POWER LINE
 FA1428'POLE, 5.2 METERS (17.0 FEET) SOUTH SOUTHEAST OF A POWER LINE
 FA1428'POLE WITH A TRANSFORMER, 37.1 METERS (122.0 FEET) WEST OF
 FA1428'THE WEST CORNER OF A BRICK HOUSE.
 FA1428'THE MARK IS 0.70 METERS  NE FROM A WITNESS POST.
 FA1428'THE MARK IS 1.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1419 ***********************************************************************
 FA1419  DESIGNATION -  42 149
 FA1419  PID         -  FA1419
 FA1419  STATE/COUNTY-  SC/SPARTANBURG
 FA1419  USGS QUAD   -  VALLEY FALLS (1983)
 FA1419
 FA1419                         *CURRENT SURVEY CONTROL
 FA1419  ___________________________________________________________________
 FA1419* NAD 83(1986)-  35 01 18.     (N)    081 57 51.     (W)     SCALED    
 FA1419* NAVD 88     -       261.085  (meters)     856.58   (feet)  ADJUSTED  
 FA1419  ___________________________________________________________________
 FA1419  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FA1419  DYNAMIC HT  -         260.825 (meters)     855.72  (feet)  COMP
 FA1419  MODELED GRAV-     979,630.4   (mgal)                       NAVD 88
 FA1419
 FA1419  VERT ORDER  -  FIRST     CLASS II
 FA1419
 FA1419.The horizontal coordinates were scaled from a topographic map and have
 FA1419.an estimated accuracy of +/- 6 seconds.
 FA1419
 FA1419.The orthometric height was determined by differential leveling
 FA1419.and adjusted by the National Geodetic Survey in June 1991..
 FA1419
 FA1419.The geoid height was determined by GEOID03.
 FA1419
 FA1419.The dynamic height is computed by dividing the NAVD 88
 FA1419.geopotential number by the normal gravity value computed on the
 FA1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1419.degrees latitude (g = 980.6199 gals.).
 FA1419
 FA1419.The modeled gravity was interpolated from observed gravity values.
 FA1419
 FA1419;                    North         East    Units  Estimated Accuracy
 FA1419;SPC SC       -   354,010.      521,600.      MT  (+/- 180 meters Scaled)
 FA1419
 FA1419                          SUPERSEDED SURVEY CONTROL
 FA1419
 FA1419  NGVD 29 (??/??/??)  261.186  (m)          856.91   (f) ADJUSTED    1 2
 FA1419
 FA1419.Superseded values are not recommended for survey control.
 FA1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1419.See file dsdata.txt to determine how the superseded data were derived.
 FA1419
 FA1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU120758(NAD 83)
 FA1419_MARKER: DB = BENCH MARK DISK
 FA1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1419_SP_SET: CONCRETE POST
 FA1419_STAMPING: VERT 42 149 1982
 FA1419_MARK LOGO: SCGS  
 FA1419_PROJECTION: FLUSH
 FA1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1419+STABILITY: SURFACE MOTION
 FA1419
 FA1419  HISTORY     - Date     Condition        Report By
 FA1419  HISTORY     - 1982     MONUMENTED       SCGS
 FA1419
 FA1419                          STATION DESCRIPTION
 FA1419
 FA1419'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1419'2.7 KM (1.7 MI) SOUTH FROM BOILING SPRINGS.
 FA1419'3.0 KILOMETES (1.9 MILES) NORTH ALONG STATE HIGHWAY 9 FROM
 FA1419'THE JUNCTION OF INTERSTATE 85, JUST NORTH OF SPARTANBURG, SET
 FA1419'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 9 AND
 FA1419'CECELIA DRIVE, NEAR THE FRON ENTRANCE DOOR TO A TAN BRICK HOUSE,
 FA1419'28.0 METERS (92.0 FEET) WEST SOUTHWEST OF THE CENTER LINE OF
 FA1419'STATE HIGHWAY 9, 21.2 METERS (69.5 FEET) SOUTH SOUTHEAST OF THE
 FA1419'APPROXIMATE CENTER OF CECELIA DRIVE, 9.10 METERS (30.0 FEET)
 FA1419'SOUTHEAST OF THE NORTHEAST CORNER OF THE TAN BRICK HOUSE,
 FA1419'13.3 METERS (43.5 FEET) NORTH OF THE SOUTHEAST CORNER OF THE
 FA1419'TAN BRICK HOUSE, 5.2 METERS (17.2 FEET) EAST OF THE EAST FACE
 FA1419'OF THE TAN BRICK HOUSE.
 FA1419'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1418 ***********************************************************************
 FA1418  DESIGNATION -  42 150
 FA1418  PID         -  FA1418
 FA1418  STATE/COUNTY-  SC/SPARTANBURG
 FA1418  USGS QUAD   -  VALLEY FALLS (1983)
 FA1418
 FA1418                         *CURRENT SURVEY CONTROL
 FA1418  ___________________________________________________________________
 FA1418* NAD 83(1986)-  35 00 42.     (N)    081 57 24.     (W)     SCALED    
 FA1418* NAVD 88     -       253.298  (meters)     831.03   (feet)  ADJUSTED  
 FA1418  ___________________________________________________________________
 FA1418  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FA1418  DYNAMIC HT  -         253.046 (meters)     830.20  (feet)  COMP
 FA1418  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 FA1418
 FA1418  VERT ORDER  -  FIRST     CLASS II
 FA1418
 FA1418.The horizontal coordinates were scaled from a topographic map and have
 FA1418.an estimated accuracy of +/- 6 seconds.
 FA1418
 FA1418.The orthometric height was determined by differential leveling
 FA1418.and adjusted by the National Geodetic Survey in June 1991..
 FA1418
 FA1418.The geoid height was determined by GEOID03.
 FA1418
 FA1418.The dynamic height is computed by dividing the NAVD 88
 FA1418.geopotential number by the normal gravity value computed on the
 FA1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1418.degrees latitude (g = 980.6199 gals.).
 FA1418
 FA1418.The modeled gravity was interpolated from observed gravity values.
 FA1418
 FA1418;                    North         East    Units  Estimated Accuracy
 FA1418;SPC SC       -   352,900.      522,280.      MT  (+/- 180 meters Scaled)
 FA1418
 FA1418                          SUPERSEDED SURVEY CONTROL
 FA1418
 FA1418  NGVD 29 (??/??/??)  253.400  (m)          831.36   (f) ADJUSTED    1 2
 FA1418
 FA1418.Superseded values are not recommended for survey control.
 FA1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1418.See file dsdata.txt to determine how the superseded data were derived.
 FA1418
 FA1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU127747(NAD 83)
 FA1418_MARKER: DD = SURVEY DISK
 FA1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1418_SP_SET: CONCRETE POST
 FA1418_STAMPING: VERT 42 150 1982
 FA1418_MARK LOGO: SCGS  
 FA1418_PROJECTION: FLUSH
 FA1418_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1418+STABILITY: SURFACE MOTION
 FA1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA1418+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1989
 FA1418
 FA1418  HISTORY     - Date     Condition        Report By
 FA1418  HISTORY     - 1982     MONUMENTED       SCGS
 FA1418  HISTORY     - 19890706 GOOD             SCGS
 FA1418
 FA1418                          STATION DESCRIPTION
 FA1418
 FA1418'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1418'4.6 KM (2.85 MI) SOUTH FROM BOILING SPRINGS.
 FA1418'4.6 KILOMETERS (2.85 MILES) SOUTH ALONG STATE HIGHWAY 9 FROM
 FA1418'THE JUNCTION OF COUNTY ROAD S-42-56 IN BOILING SPRINGS, SET
 FA1418'UNDER THE FIRST HIGH TENSION TOWER, NORTHEAST OF THE HIGHWAY,
 FA1418'40.1 METERS (131.7 FEET) NORTHEAST OF THE CENTER LINE OF HIGHWAY
 FA1418'9, 4.8 METERS (15.6 FEET) SOUTHEAST OF THE NORTHWEST LEG OF THE
 FA1418'TOWER, 44.8 METERS (147.0 FEET) SOUTH SOUTHEAST OF THE SOUTHWEST
 FA1418'CORNER OF A BROWN BRICK HOUSE, 5.20 METERS (17.0 FEET) NORTHEAST
 FA1418'OF THE SOUTHWEST LEG OF THE TOWER.
 FA1418'THE MARK IS 4.50 METERS  SE FROM A WITNESS POST.
 FA1418'THE MARK IS 0.30 M BELOW DRIVEWAY.
 FA1418
 FA1418                          STATION RECOVERY (1989)
 FA1418
 FA1418'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW)
 FA1418'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHEAST OF BOILING SPRINGS.
 FA1418'OWNERSHIP--DUKE POWER, 349 EAST MAIN STREET, SPARTANBURG, SC 29304,
 FA1418'PHONE 803-585-7791.  TO REACH THE STATION FROM THE JUNCTION OVERPASS
 FA1418'OF STATE HIGHWAY 9 AND INTERSTATE 85, 3.3 MILES (5.3 KM) NORTH
 FA1418'NORTHWEST OF SPARTANBURG, GO NORTHWEST ON HIGHWAY 9 FOR 0.9 MILE (1.4
 FA1418'KM) TO THE JUNCTION OF STATE ROAD 43 (PARRIS BRIDGE ROAD) , CONTINUE
 FA1418'ON HIGHWAY 9 FOR 0.35 MILE (0.56 KM) TO A HIGH TENSION POWER LINE
 FA1418'CROSSING AND THE STATION ON THE RIGHT UNDER A STEEL HIGH TENSION
 FA1418'TOWER.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 FA1418'WITH THE HIGHWAY, 108.2 FEET (33.0 M) NORTHEAST OF THE CENTER OF THE
 FA1418'NORTHBOUND LANES OF THE HIGHWAY, 37.0 FEET (11.3 M) EAST OF THE CENTER
 FA1418'OF A PAVED DRIVE, 15.3 FEET (4.7 M) SOUTHEAST OF THE NORTHWEST LEG OF
 FA1418'THE TOWER, 21.0 FEET (6.4 M) SOUTHWEST OF THE NORTHEAST LEG OF THE
 FA1418'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1417 ***********************************************************************
 FA1417  DESIGNATION -  42 151
 FA1417  PID         -  FA1417
 FA1417  STATE/COUNTY-  SC/SPARTANBURG
 FA1417  USGS QUAD   -  VALLEY FALLS (1983)
 FA1417
 FA1417                         *CURRENT SURVEY CONTROL
 FA1417  ___________________________________________________________________
 FA1417* NAD 83(1986)-  35 00 06.     (N)    081 56 56.     (W)     SCALED    
 FA1417* NAVD 88     -       228.713  (meters)     750.37   (feet)  ADJUSTED  
 FA1417  ___________________________________________________________________
 FA1417  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FA1417  DYNAMIC HT  -         228.485 (meters)     749.62  (feet)  COMP
 FA1417  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FA1417
 FA1417  VERT ORDER  -  FIRST     CLASS II
 FA1417
 FA1417.The horizontal coordinates were scaled from a topographic map and have
 FA1417.an estimated accuracy of +/- 6 seconds.
 FA1417
 FA1417.The orthometric height was determined by differential leveling
 FA1417.and adjusted by the National Geodetic Survey in June 1991..
 FA1417
 FA1417.The geoid height was determined by GEOID03.
 FA1417
 FA1417.The dynamic height is computed by dividing the NAVD 88
 FA1417.geopotential number by the normal gravity value computed on the
 FA1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1417.degrees latitude (g = 980.6199 gals.).
 FA1417
 FA1417.The modeled gravity was interpolated from observed gravity values.
 FA1417
 FA1417;                    North         East    Units  Estimated Accuracy
 FA1417;SPC SC       -   351,780.      522,980.      MT  (+/- 180 meters Scaled)
 FA1417
 FA1417                          SUPERSEDED SURVEY CONTROL
 FA1417
 FA1417  NGVD 29 (??/??/??)  228.816  (m)          750.71   (f) ADJUSTED    1 2
 FA1417
 FA1417.Superseded values are not recommended for survey control.
 FA1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1417.See file dsdata.txt to determine how the superseded data were derived.
 FA1417
 FA1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU134736(NAD 83)
 FA1417_MARKER: DB = BENCH MARK DISK
 FA1417_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FA1417_SP_SET: HEADWALL OF BRIDGE
 FA1417_STAMPING: VERT 42 151 1982
 FA1417_MARK LOGO: SCGS  
 FA1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA1417
 FA1417  HISTORY     - Date     Condition        Report By
 FA1417  HISTORY     - 1982     MONUMENTED       SCGS
 FA1417
 FA1417                          STATION DESCRIPTION
 FA1417
 FA1417'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1417'4.2 KM (2.6 MI) NORTH FROM WHITNEY.
 FA1417'0.7 KILOMETER (0.45 MILE) NORTHWEST ALONG STATE HIGHWAY 9
 FA1417'FROM THE JUNCTION OF INTERSTATE HIGHWAY 85, SET IN THE HEADWALL
 FA1417'AT THE SOUTH CORNER OF THE BRIDGE OVER LAWSONS FORK CREEK.
 FA1417'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1423 ***********************************************************************
 FA1423  DESIGNATION -  42 152
 FA1423  PID         -  FA1423
 FA1423  STATE/COUNTY-  SC/SPARTANBURG
 FA1423  USGS QUAD   -  VALLEY FALLS (1983)
 FA1423
 FA1423                         *CURRENT SURVEY CONTROL
 FA1423  ___________________________________________________________________
 FA1423* NAD 83(1986)-  35 03 26.     (N)    081 59 00.     (W)     SCALED    
 FA1423* NAVD 88     -       295.841  (meters)     970.61   (feet)  ADJUSTED  
 FA1423  ___________________________________________________________________
 FA1423  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 FA1423  DYNAMIC HT  -         295.545 (meters)     969.63  (feet)  COMP
 FA1423  MODELED GRAV-     979,625.8   (mgal)                       NAVD 88
 FA1423
 FA1423  VERT ORDER  -  FIRST     CLASS II
 FA1423
 FA1423.The horizontal coordinates were scaled from a topographic map and have
 FA1423.an estimated accuracy of +/- 6 seconds.
 FA1423
 FA1423.The orthometric height was determined by differential leveling
 FA1423.and adjusted by the National Geodetic Survey in June 1991..
 FA1423
 FA1423.The geoid height was determined by GEOID03.
 FA1423
 FA1423.The dynamic height is computed by dividing the NAVD 88
 FA1423.geopotential number by the normal gravity value computed on the
 FA1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1423.degrees latitude (g = 980.6199 gals.).
 FA1423
 FA1423.The modeled gravity was interpolated from observed gravity values.
 FA1423
 FA1423;                    North         East    Units  Estimated Accuracy
 FA1423;SPC SC       -   357,970.      519,890.      MT  (+/- 180 meters Scaled)
 FA1423
 FA1423                          SUPERSEDED SURVEY CONTROL
 FA1423
 FA1423  NGVD 29 (??/??/??)  295.938  (m)          970.92   (f) ADJUSTED    1 2
 FA1423
 FA1423.Superseded values are not recommended for survey control.
 FA1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1423.See file dsdata.txt to determine how the superseded data were derived.
 FA1423
 FA1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU103798(NAD 83)
 FA1423_MARKER: DB = BENCH MARK DISK
 FA1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1423_SP_SET: CONCRETE POST
 FA1423_STAMPING: VERT 42 152 1982
 FA1423_MARK LOGO: SCGS  
 FA1423_PROJECTION: FLUSH
 FA1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1423+STABILITY: SURFACE MOTION
 FA1423
 FA1423  HISTORY     - Date     Condition        Report By
 FA1423  HISTORY     - 1982     MONUMENTED       SCGS
 FA1423
 FA1423                          STATION DESCRIPTION
 FA1423
 FA1423'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1423'1.0 KM (0.6 MI) NORTH FROM BOILING SPRINGS.
 FA1423'1.0 KILOMETER (0.6 MILE) NORTH ALONG COUNTY ROAD S-42-42 FROM
 FA1423'THE JUNCTION OF STATE HIGHWAY 9 IN BOILING SPRINGS, SET BY A
 FA1423'POWER LINE POLE IN THE FRONT YARD OF A TWO STORY FARM HOUSE,
 FA1423'12.0 METERS (39.4 FEET) EAST OF THE CENTER LINE OF HIGHWAY 42,
 FA1423'3.20 METERS (10.6 FEET) EAST OF THE POWER LINE POLE, 28.0 METERS
 FA1423'(92.0 FEET) WEST OF THE NORTHWEST CORNER OF THE FARM HOUSE,
 FA1423'9.10 METERS (30.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE
 FA1423'NORTHERLY GRAVEL DRIVE TO THE HOUSE, 27.7 METERS (91.0 FEET)
 FA1423'SOUTH OF A CONCRETE POST WITH (A) INSCRIBED ON IT.
 FA1423'THE MARK IS 0.40 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1427 ***********************************************************************
 FA1427  DESIGNATION -  42 153
 FA1427  PID         -  FA1427
 FA1427  STATE/COUNTY-  SC/SPARTANBURG
 FA1427  USGS QUAD   -  VALLEY FALLS (1983)
 FA1427
 FA1427                         *CURRENT SURVEY CONTROL
 FA1427  ___________________________________________________________________
 FA1427* NAD 83(1986)-  35 03 42.     (N)    081 59 52.     (W)     SCALED    
 FA1427* NAVD 88     -       277.783  (meters)     911.36   (feet)  ADJUSTED  
 FA1427  ___________________________________________________________________
 FA1427  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FA1427  DYNAMIC HT  -         277.504 (meters)     910.44  (feet)  COMP
 FA1427  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 FA1427
 FA1427  VERT ORDER  -  FIRST     CLASS II
 FA1427
 FA1427.The horizontal coordinates were scaled from a topographic map and have
 FA1427.an estimated accuracy of +/- 6 seconds.
 FA1427
 FA1427.The orthometric height was determined by differential leveling
 FA1427.and adjusted by the National Geodetic Survey in June 1991..
 FA1427
 FA1427.The geoid height was determined by GEOID03.
 FA1427
 FA1427.The dynamic height is computed by dividing the NAVD 88
 FA1427.geopotential number by the normal gravity value computed on the
 FA1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1427.degrees latitude (g = 980.6199 gals.).
 FA1427
 FA1427.The modeled gravity was interpolated from observed gravity values.
 FA1427
 FA1427;                    North         East    Units  Estimated Accuracy
 FA1427;SPC SC       -   358,480.      518,580.      MT  (+/- 180 meters Scaled)
 FA1427
 FA1427                          SUPERSEDED SURVEY CONTROL
 FA1427
 FA1427  NGVD 29 (??/??/??)  277.878  (m)          911.67   (f) ADJUSTED    1 2
 FA1427
 FA1427.Superseded values are not recommended for survey control.
 FA1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1427.See file dsdata.txt to determine how the superseded data were derived.
 FA1427
 FA1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU090803(NAD 83)
 FA1427_MARKER: DB = BENCH MARK DISK
 FA1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1427_SP_SET: CONCRETE POST
 FA1427_STAMPING: VERT 42 153 1982
 FA1427_MARK LOGO: SCGS  
 FA1427_PROJECTION: FLUSH
 FA1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1427+STABILITY: SURFACE MOTION
 FA1427
 FA1427  HISTORY     - Date     Condition        Report By
 FA1427  HISTORY     - 1982     MONUMENTED       SCGS
 FA1427
 FA1427                          STATION DESCRIPTION
 FA1427
 FA1427'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FA1427'2.3 KM (1.4 MI) NW FROM BOILING SPRINGS.
 FA1427'2.3 KILOMETERS (1.40 MILES) NORTHWEST ALONG STATE HIGHWAY 9
 FA1427'FROM THE JUNCTION OF COUNTY ROAD S-42-56 IN BOILING SPRINGS,
 FA1427'SET IN THE SOUTH ANGLE OF THE INTERSECTION OF CLARK ROAD,
 FA1427'15.4 METERS (50.5 FEET) SOUTHWEST OF THE CENTER LINE OF
 FA1427'HIGHWAY 9, 7.90 METERS (25.9 FEET) NORTHWEST OF THE APPROXIMATE
 FA1427'CENTER OF CLARK ROAD, 16.0 METERS (52.5 FEET) EAST SOUTHEAST
 FA1427'OF THE EAST CORNER OF A SINGLE STORY FRAME HOUSE, 1.1 METERS
 FA1427'(3.7 FEET) SOUTHEAST OF A POWER LINE POLE.
 FA1427'THE MARK IS 0.40 M ABOVE HIGHWAY 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2218 ***********************************************************************
 FB2218  DESIGNATION -  42 154
 FB2218  PID         -  FB2218
 FB2218  STATE/COUNTY-  SC/SPARTANBURG
 FB2218  USGS QUAD   -  INMAN (1983)
 FB2218
 FB2218                         *CURRENT SURVEY CONTROL
 FB2218  ___________________________________________________________________
 FB2218* NAD 83(1986)-  35 04 08.     (N)    082 00 39.     (W)     SCALED    
 FB2218* NAVD 88     -       276.910  (meters)     908.50   (feet)  ADJUSTED  
 FB2218  ___________________________________________________________________
 FB2218  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FB2218  DYNAMIC HT  -         276.633 (meters)     907.59  (feet)  COMP
 FB2218  MODELED GRAV-     979,628.0   (mgal)                       NAVD 88
 FB2218
 FB2218  VERT ORDER  -  FIRST     CLASS II
 FB2218
 FB2218.The horizontal coordinates were scaled from a topographic map and have
 FB2218.an estimated accuracy of +/- 6 seconds.
 FB2218
 FB2218.The orthometric height was determined by differential leveling
 FB2218.and adjusted by the National Geodetic Survey in June 1991..
 FB2218
 FB2218.The geoid height was determined by GEOID03.
 FB2218
 FB2218.The dynamic height is computed by dividing the NAVD 88
 FB2218.geopotential number by the normal gravity value computed on the
 FB2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2218.degrees latitude (g = 980.6199 gals.).
 FB2218
 FB2218.The modeled gravity was interpolated from observed gravity values.
 FB2218
 FB2218;                    North         East    Units  Estimated Accuracy
 FB2218;SPC SC       -   359,290.      517,390.      MT  (+/- 180 meters Scaled)
 FB2218
 FB2218                          SUPERSEDED SURVEY CONTROL
 FB2218
 FB2218  NGVD 29 (??/??/??)  277.007  (m)          908.81   (f) ADJUSTED    1 2
 FB2218
 FB2218.Superseded values are not recommended for survey control.
 FB2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2218.See file dsdata.txt to determine how the superseded data were derived.
 FB2218
 FB2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU078811(NAD 83)
 FB2218_MARKER: DB = BENCH MARK DISK
 FB2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2218_SP_SET: CONCRETE POST
 FB2218_STAMPING: VERT 42 154 1982
 FB2218_MARK LOGO: SCGS  
 FB2218_PROJECTION: FLUSH
 FB2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2218+STABILITY: SURFACE MOTION
 FB2218
 FB2218  HISTORY     - Date     Condition        Report By
 FB2218  HISTORY     - 1982     MONUMENTED       SCGS
 FB2218  HISTORY     - 19861203 GOOD             LOCSUR
 FB2218  HISTORY     - 19861203 GOOD             USPSQD
 FB2218
 FB2218                          STATION DESCRIPTION
 FB2218
 FB2218'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2218'3.4 KM (2.15 MI) NW FROM BOILING SPRINGS.
 FB2218'3.4 KILOMETERS (2.15 MILES) NORTHWEST ALONG STATE HIGHWAY 9 FROM
 FB2218'THE JUNCTION OF COUNTY ROAD S-42-54 IN BOILING SPRINGS, SET IN
 FB2218'THE YARD OF A WHITE ONE STORY CINDER BLOCK HOME, 11.2 METERS
 FB2218'(36.6 FEET) NORTH NORTHWEST FROM THE CENTER LINE OF HIGHWAY 9,
 FB2218'13.6 METERS (44.6 FEET) SOUTH SOUTHWEST OF THE SOUTHWEST
 FB2218'CORNER OF THE CINDER BLOCK HOUSE,61.8 METERS (202.6 FEET) WEST
 FB2218'NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 FB2218'18 INCH CULVERT UNDER HIGHWAY 9, 0.60 METER (2.0 FEET) SOUTH
 FB2218'OF A POWER POLE NUMBER 25 3/4.
 FB2218
 FB2218                          STATION RECOVERY (1986)
 FB2218
 FB2218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DCS)
 FB2218'RECOVERED IN GOOD CONDITION.
 FB2218
 FB2218                          STATION RECOVERY (1986)
 FB2218
 FB2218'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 FB2218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2221 ***********************************************************************
 FB2221  DESIGNATION -  42 155
 FB2221  PID         -  FB2221
 FB2221  STATE/COUNTY-  SC/SPARTANBURG
 FB2221  USGS QUAD   -  INMAN (1983)
 FB2221
 FB2221                         *CURRENT SURVEY CONTROL
 FB2221  ___________________________________________________________________
 FB2221* NAD 83(1986)-  35 05 18.     (N)    082 02 11.     (W)     SCALED    
 FB2221* NAVD 88     -       285.185  (meters)     935.64   (feet)  ADJUSTED  
 FB2221  ___________________________________________________________________
 FB2221  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 FB2221  DYNAMIC HT  -         284.899 (meters)     934.71  (feet)  COMP
 FB2221  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 FB2221
 FB2221  VERT ORDER  -  FIRST     CLASS II
 FB2221
 FB2221.The horizontal coordinates were scaled from a topographic map and have
 FB2221.an estimated accuracy of +/- 6 seconds.
 FB2221
 FB2221.The orthometric height was determined by differential leveling
 FB2221.and adjusted by the National Geodetic Survey in June 1991..
 FB2221
 FB2221.The geoid height was determined by GEOID03.
 FB2221
 FB2221.The dynamic height is computed by dividing the NAVD 88
 FB2221.geopotential number by the normal gravity value computed on the
 FB2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2221.degrees latitude (g = 980.6199 gals.).
 FB2221
 FB2221.The modeled gravity was interpolated from observed gravity values.
 FB2221
 FB2221;                    North         East    Units  Estimated Accuracy
 FB2221;SPC SC       -   361,470.      515,080.      MT  (+/- 180 meters Scaled)
 FB2221
 FB2221                          SUPERSEDED SURVEY CONTROL
 FB2221
 FB2221  NGVD 29 (09/16/91)  285.281  (m)          935.96   (f) ADJUSTED    1 2
 FB2221
 FB2221.Superseded values are not recommended for survey control.
 FB2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2221.See file dsdata.txt to determine how the superseded data were derived.
 FB2221
 FB2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU055833(NAD 83)
 FB2221_MARKER: DD = SURVEY DISK
 FB2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2221_SP_SET: CONCRETE POST
 FB2221_STAMPING: VERT 42 155 1982
 FB2221_MARK LOGO: SCGS  
 FB2221_PROJECTION: FLUSH
 FB2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2221+STABILITY: SURFACE MOTION
 FB2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2221+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 FB2221
 FB2221  HISTORY     - Date     Condition        Report By
 FB2221  HISTORY     - 1982     MONUMENTED       SCGS
 FB2221  HISTORY     - 19880801 GOOD             SCGS
 FB2221
 FB2221                          STATION DESCRIPTION
 FB2221
 FB2221'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2221'6.4 KM (3.95 MI) NW FROM BOILING SPRINGS.
 FB2221'THE MARK IS ABOVE LEVEL WITH HIGHWAY 9.
 FB2221'6.4 KILOMETERS (3.95 MILES) NORTHWEST ALONG STATE HIGHWAY
 FB2221'9 FROM THE JUNCTION OF COUNTY ROAD S-42-56 IN BOILING SPRINGS,
 FB2221'SET IN THE SOUTH ANGLE OF THE INTERSECTION OF A FORK ROAD LEFT,
 FB2221'19.5 METERS (64.0 FEET) SOUTHWEST OF THE CENTER LINE OF HIGHWAY
 FB2221'9, 14.0 METERS (46.0 FEET) SOUTH OF THE CENTER LINE OF COUNTY
 FB2221'ROAD S-42-54, 5.0 METERS (16.4 FEET) SOUTHWEST OF POWER POLE
 FB2221'NUMBER 67 WITH A GUY WIRE.
 FB2221'THE MARK IS 0.60 METERS  NNW FROM A WITNESS POST.
 FB2221
 FB2221                          STATION RECOVERY (1988)
 FB2221
 FB2221'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2221'STATION IS LOCATED 3.05 MI SOUTH OF NEW PROSPECT, 4.15 MI
 FB2221'NORTHEAST OF INMAN.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FB2221'PRECONSTRUCTION ENGINEER, P. O. BOX 191, COLUMBIA, SC  29202.
 FB2221'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 292
 FB2221'(2.8 MI SOUTH OF NEW PROSPECT), GO SOUTHEAST ON HIGHWAY 9 FOR
 FB2221'0.25 MI TO THE JUNCTION OF STATE ROAD 54 (CHAPMAN ROAD) AND THE MARK
 FB2221'IN THE SOUTH ANGLE OF THE JUNCTION.
 FB2221'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2221'HIGHWAY, 63.0 FT SOUTHWEST OF THE CENTER OF THE HIGHWAY, 46.0 FT
 FB2221'SOUTH OF THE CENTER OF THE ROAD, 17.0 FT SOUTH SOUTHWEST OF A POWER
 FB2221'POLE NUMBER 67, 91.0 FT EAST SOUTHEAST OF A POWER POLE E 1/2,
 FB2221'1.8 FT NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2222 ***********************************************************************
 FB2222  DESIGNATION -  42 156
 FB2222  PID         -  FB2222
 FB2222  STATE/COUNTY-  SC/SPARTANBURG
 FB2222  USGS QUAD   -  INMAN (1983)
 FB2222
 FB2222                         *CURRENT SURVEY CONTROL
 FB2222  ___________________________________________________________________
 FB2222* NAD 83(1986)-  35 05 03.     (N)    082 02 59.     (W)     SCALED    
 FB2222* NAVD 88     -       276.517  (meters)     907.21   (feet)  ADJUSTED  
 FB2222  ___________________________________________________________________
 FB2222  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FB2222  DYNAMIC HT  -         276.239 (meters)     906.29  (feet)  COMP
 FB2222  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 FB2222
 FB2222  VERT ORDER  -  FIRST     CLASS II
 FB2222
 FB2222.The horizontal coordinates were scaled from a topographic map and have
 FB2222.an estimated accuracy of +/- 6 seconds.
 FB2222
 FB2222.The orthometric height was determined by differential leveling
 FB2222.and adjusted by the National Geodetic Survey in June 1991..
 FB2222
 FB2222.The geoid height was determined by GEOID03.
 FB2222
 FB2222.The dynamic height is computed by dividing the NAVD 88
 FB2222.geopotential number by the normal gravity value computed on the
 FB2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2222.degrees latitude (g = 980.6199 gals.).
 FB2222
 FB2222.The modeled gravity was interpolated from observed gravity values.
 FB2222
 FB2222;                    North         East    Units  Estimated Accuracy
 FB2222;SPC SC       -   361,020.      513,860.      MT  (+/- 180 meters Scaled)
 FB2222
 FB2222                          SUPERSEDED SURVEY CONTROL
 FB2222
 FB2222  NGVD 29 (??/??/??)  276.612  (m)          907.52   (f) ADJUSTED    1 2
 FB2222
 FB2222.Superseded values are not recommended for survey control.
 FB2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2222.See file dsdata.txt to determine how the superseded data were derived.
 FB2222
 FB2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU043828(NAD 83)
 FB2222_MARKER: DB = BENCH MARK DISK
 FB2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2222_SP_SET: CONCRETE POST
 FB2222_STAMPING: VERT 42 156 1982
 FB2222_MARK LOGO: SCGS  
 FB2222_PROJECTION: FLUSH
 FB2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2222+STABILITY: SURFACE MOTION
 FB2222
 FB2222  HISTORY     - Date     Condition        Report By
 FB2222  HISTORY     - 1982     MONUMENTED       SCGS
 FB2222
 FB2222                          STATION DESCRIPTION
 FB2222
 FB2222'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2222'5.6 KM (3.5 MI) NORTH FROM INMAN.
 FB2222'5.6 KILOMETERS (3.5 MILES) NORTH ALONG STATE HIGHWAY 292 FROM
 FB2222'THE JUNCTION OF STATE HIGHWAY 292, SOUTHEAST IN INMAN, SET IN
 FB2222'THE V OF THE FORK OF A REVERSE FORK RIGHT, 11.0 METERS (36.0 FEET)
 FB2222'SOUTH OF THE CENTER LINE OF HIGHWAY 292, 9.40 METERS (3.90 FEET)
 FB2222'NORTH OF POWER LINE POLE WITH A GUY WIRE NUMBER E14, 12.5 METERS
 FB2222'(41.0 FEET) NORTH OF THE APPROXIMATE CENTER OF PAVED ROAD,
 FB2222'45.4 METERS (149.0 FEET) EAST NORTHEAST OF THE NORTHEAST CORNER
 FB2222'OF A CONCRETE BOCK SERVICE STATION, 18.5 METERS (60.8 FEET) WEST
 FB2222'OF THE WEST END OF A 18 INCH CULVERT PIPE UNDER THE FORK ROAD
 FB2222'LEFT.
 FB2222'THE MARK IS 0.50 METERS  N FROM A WITNESS POST.
 FB2222'THE MARK IS 1.50 M BELOW HIGHWAY 292.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2223 ***********************************************************************
 FB2223  DESIGNATION -  42 157
 FB2223  PID         -  FB2223
 FB2223  STATE/COUNTY-  SC/SPARTANBURG
 FB2223  USGS QUAD   -  INMAN (1983)
 FB2223
 FB2223                         *CURRENT SURVEY CONTROL
 FB2223  ___________________________________________________________________
 FB2223* NAD 83(1986)-  35 04 51.     (N)    082 03 44.     (W)     SCALED    
 FB2223* NAVD 88     -       280.071  (meters)     918.87   (feet)  ADJUSTED  
 FB2223  ___________________________________________________________________
 FB2223  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FB2223  DYNAMIC HT  -         279.790 (meters)     917.94  (feet)  COMP
 FB2223  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 FB2223
 FB2223  VERT ORDER  -  FIRST     CLASS II
 FB2223
 FB2223.The horizontal coordinates were scaled from a topographic map and have
 FB2223.an estimated accuracy of +/- 6 seconds.
 FB2223
 FB2223.The orthometric height was determined by differential leveling
 FB2223.and adjusted by the National Geodetic Survey in June 1991..
 FB2223
 FB2223.The geoid height was determined by GEOID03.
 FB2223
 FB2223.The dynamic height is computed by dividing the NAVD 88
 FB2223.geopotential number by the normal gravity value computed on the
 FB2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2223.degrees latitude (g = 980.6199 gals.).
 FB2223
 FB2223.The modeled gravity was interpolated from observed gravity values.
 FB2223
 FB2223;                    North         East    Units  Estimated Accuracy
 FB2223;SPC SC       -   360,660.      512,720.      MT  (+/- 180 meters Scaled)
 FB2223
 FB2223                          SUPERSEDED SURVEY CONTROL
 FB2223
 FB2223  NGVD 29 (??/??/??)  280.167  (m)          919.18   (f) ADJUSTED    1 2
 FB2223
 FB2223.Superseded values are not recommended for survey control.
 FB2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2223.See file dsdata.txt to determine how the superseded data were derived.
 FB2223
 FB2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU031825(NAD 83)
 FB2223_MARKER: DB = BENCH MARK DISK
 FB2223_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FB2223_SP_SET: BRIDGE HEADWALL
 FB2223_STAMPING: VERT 42 157 1982
 FB2223_MARK LOGO: SCGS  
 FB2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2223+STABILITY: SURFACE MOTION
 FB2223
 FB2223  HISTORY     - Date     Condition        Report By
 FB2223  HISTORY     - 1982     MONUMENTED       SCGS
 FB2223  HISTORY     - 19860515 GOOD             USPSQD
 FB2223  HISTORY     - 19860715 GOOD             DMA
 FB2223  HISTORY     - 19860715 GOOD             USPSQD
 FB2223
 FB2223                          STATION DESCRIPTION
 FB2223
 FB2223'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2223'4.3 KM (2.7 MI) NORTH FROM INMAN.
 FB2223'4.3 KILOMETERS (2.7 MILES) NORTH ALONG STATE HIGHWAY 292 FROM THE
 FB2223'JUNCTION OF STATE HIGHWAY 292, SOUTHEAST OF INMAN, SET IN THE
 FB2223'HEADWALL AT THE WEST CORNER OF THE BRIDGE CROSSING INTERSTATE 26.
 FB2223'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 FB2223'THE MARK IS ABOVE LEVEL WITH BRIDGE DECK.
 FB2223
 FB2223                          STATION RECOVERY (1986)
 FB2223
 FB2223'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 FB2223'RECOVERED IN GOOD CONDITION.
 FB2223
 FB2223                          STATION RECOVERY (1986)
 FB2223
 FB2223'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (DCS)
 FB2223'RECOVERED IN GOOD CONDITION.
 FB2223
 FB2223                          STATION RECOVERY (1986)
 FB2223
 FB2223'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 FB2223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2227 ***********************************************************************
 FB2227  DESIGNATION -  42 158
 FB2227  PID         -  FB2227
 FB2227  STATE/COUNTY-  SC/SPARTANBURG
 FB2227  USGS QUAD   -  INMAN (1983)
 FB2227
 FB2227                         *CURRENT SURVEY CONTROL
 FB2227  ___________________________________________________________________
 FB2227* NAD 83(1986)-  35 03 46.     (N)    082 06 09.     (W)     SCALED    
 FB2227* NAVD 88     -       309.886  (meters)    1016.68   (feet)  ADJUSTED  
 FB2227  ___________________________________________________________________
 FB2227  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FB2227  DYNAMIC HT  -         309.575 (meters)    1015.66  (feet)  COMP
 FB2227  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 FB2227
 FB2227  VERT ORDER  -  FIRST     CLASS II
 FB2227
 FB2227.The horizontal coordinates were scaled from a topographic map and have
 FB2227.an estimated accuracy of +/- 6 seconds.
 FB2227
 FB2227.The orthometric height was determined by differential leveling
 FB2227.and adjusted by the National Geodetic Survey in June 1991..
 FB2227
 FB2227.The geoid height was determined by GEOID03.
 FB2227
 FB2227.The dynamic height is computed by dividing the NAVD 88
 FB2227.geopotential number by the normal gravity value computed on the
 FB2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2227.degrees latitude (g = 980.6199 gals.).
 FB2227
 FB2227.The modeled gravity was interpolated from observed gravity values.
 FB2227
 FB2227;                    North         East    Units  Estimated Accuracy
 FB2227;SPC SC       -   358,700.      509,030.      MT  (+/- 180 meters Scaled)
 FB2227
 FB2227                          SUPERSEDED SURVEY CONTROL
 FB2227
 FB2227  NGVD 29 (??/??/??)  309.983  (m)         1017.00   (f) ADJUSTED    1 2
 FB2227
 FB2227.Superseded values are not recommended for survey control.
 FB2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2227.See file dsdata.txt to determine how the superseded data were derived.
 FB2227
 FB2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU994805(NAD 83)
 FB2227_MARKER: DB = BENCH MARK DISK
 FB2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2227_SP_SET: CONCRETE POST
 FB2227_STAMPING: VERT 42 158 1982
 FB2227_MARK LOGO: SCGS  
 FB2227_PROJECTION: FLUSH
 FB2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2227+STABILITY: SURFACE MOTION
 FB2227
 FB2227  HISTORY     - Date     Condition        Report By
 FB2227  HISTORY     - 1982     MONUMENTED       SCGS
 FB2227  HISTORY     - 19860515 GOOD             DMA
 FB2227  HISTORY     - 19860715 GOOD             USPSQD
 FB2227
 FB2227                          STATION DESCRIPTION
 FB2227
 FB2227'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2227'1.9 KM (1.15 MI) NW FROM INMAN.
 FB2227'1.9 KILOMETERS (1.15 MILES) NORTHWEST ALONG COUNTY ROAD
 FB2227'S-42-37 (HOWARD STREET) FROM THE JUNCTION OF STATE HIGHWAY 292
 FB2227'AND THE INMAN WATERWORKS IN INMAN, SET AT THE ENTRANCE TO THE
 FB2227'ROSELAWN MEMORIAL GARDENS, 13.5 METERS (44.3 FEET) WEST SOUTHWEST
 FB2227'OF THE CENTER OF THE HIGHWAY, 23.6 METERS (77.4 FEET) NORTH
 FB2227'NORTHWEST OF THE APPROXIMATE CENTER OF THE MOST SOUTHERLY
 FB2227'ENTRANCE TO THE CEMETARY, 1.6 METERS (5.2 FEET) EAST OF A FLAGPOLE,
 FB2227'1.3 METERS (4.4 FEET) WEST SOUTHWEST OF A 3 FOOT HIGH BRICK
 FB2227'SIGN FOR THE CEMETARY.
 FB2227'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FB2227
 FB2227                          STATION RECOVERY (1986)
 FB2227
 FB2227'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (DCG)
 FB2227'RECOVERED IN GOOD CONDITION.
 FB2227
 FB2227                          STATION RECOVERY (1986)
 FB2227
 FB2227'RECOVERY NOTE BY US POWER SQUADRON 1986 (DCS)
 FB2227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2231 ***********************************************************************
 FB2231  DESIGNATION -  42 159
 FB2231  PID         -  FB2231
 FB2231  STATE/COUNTY-  SC/SPARTANBURG
 FB2231  USGS QUAD   -  INMAN (1983)
 FB2231
 FB2231                         *CURRENT SURVEY CONTROL
 FB2231  ___________________________________________________________________
 FB2231* NAD 83(1986)-  35 02 34.     (N)    082 05 19.     (W)     SCALED    
 FB2231* NAVD 88     -       287.625  (meters)     943.65   (feet)  ADJUSTED  
 FB2231  ___________________________________________________________________
 FB2231  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FB2231  DYNAMIC HT  -         287.337 (meters)     942.70  (feet)  COMP
 FB2231  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 FB2231
 FB2231  VERT ORDER  -  FIRST     CLASS II
 FB2231
 FB2231.The horizontal coordinates were scaled from a topographic map and have
 FB2231.an estimated accuracy of +/- 6 seconds.
 FB2231
 FB2231.The orthometric height was determined by differential leveling
 FB2231.and adjusted by the National Geodetic Survey in June 1991..
 FB2231
 FB2231.The geoid height was determined by GEOID03.
 FB2231
 FB2231.The dynamic height is computed by dividing the NAVD 88
 FB2231.geopotential number by the normal gravity value computed on the
 FB2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2231.degrees latitude (g = 980.6199 gals.).
 FB2231
 FB2231.The modeled gravity was interpolated from observed gravity values.
 FB2231
 FB2231;                    North         East    Units  Estimated Accuracy
 FB2231;SPC SC       -   356,470.      510,270.      MT  (+/- 180 meters Scaled)
 FB2231
 FB2231                          SUPERSEDED SURVEY CONTROL
 FB2231
 FB2231  NGVD 29 (??/??/??)  287.722  (m)          943.97   (f) ADJUSTED    1 2
 FB2231
 FB2231.Superseded values are not recommended for survey control.
 FB2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2231.See file dsdata.txt to determine how the superseded data were derived.
 FB2231
 FB2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU007783(NAD 83)
 FB2231_MARKER: DB = BENCH MARK DISK
 FB2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2231_SP_SET: CONCRETE POST
 FB2231_STAMPING: VERT 42 159 1982
 FB2231_MARK LOGO: SCGS  
 FB2231_PROJECTION: FLUSH
 FB2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2231+STABILITY: SURFACE MOTION
 FB2231
 FB2231  HISTORY     - Date     Condition        Report By
 FB2231  HISTORY     - 1982     MONUMENTED       SCGS
 FB2231
 FB2231                          STATION DESCRIPTION
 FB2231
 FB2231'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2231'IN INMAN.
 FB2231'AT THE JUNCTION OF U.S. HIGHWAY 176 AND STATE HIGHWAY 292 IN
 FB2231'INMAN, SET IN THE YARD OF BANKERS TRUST BANK, BETWEEN THE
 FB2231'BANKERS TRUST SIGN AND A FIRE HYDRANT, 49.7 METERS (163.0 FEET)
 FB2231'NORTH NORTHEAST OF THE NORTH NORTHEAST CURB OF U.S. HIGHWAY 176,
 FB2231'10.1 METERS (33.0 FEET) NORTH NORTHEAST OF THE CENTER LINE OF
 FB2231'COUNTY ROAD S-42-980, 11.7 METERS (38.5 FEET) EAST SOUTHEAST
 FB2231'OF THE CENTER LINE OF STATE HIGHWAY 292, 4.8 METERS (15.9 FEET)
 FB2231'SOUTHWEST OF THE BANKERS TRUST SIGN, 1.6 METERS (5.4 FEET) NORTHEAST
 FB2231'FROM A FIRE HYDRANT.
 FB2231'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2232 ***********************************************************************
 FB2232  DESIGNATION -  42 160
 FB2232  PID         -  FB2232
 FB2232  STATE/COUNTY-  SC/SPARTANBURG
 FB2232  USGS QUAD   -  INMAN (1983)
 FB2232
 FB2232                         *CURRENT SURVEY CONTROL
 FB2232  ___________________________________________________________________
 FB2232* NAD 83(1986)-  35 02 24.     (N)    082 04 57.     (W)     SCALED    
 FB2232* NAVD 88     -       284.147  (meters)     932.24   (feet)  ADJUSTED  
 FB2232  ___________________________________________________________________
 FB2232  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FB2232  DYNAMIC HT  -         283.862 (meters)     931.30  (feet)  COMP
 FB2232  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 FB2232
 FB2232  VERT ORDER  -  FIRST     CLASS II
 FB2232
 FB2232.The horizontal coordinates were scaled from a topographic map and have
 FB2232.an estimated accuracy of +/- 6 seconds.
 FB2232
 FB2232.The orthometric height was determined by differential leveling
 FB2232.and adjusted by the National Geodetic Survey in June 1991..
 FB2232
 FB2232.The geoid height was determined by GEOID03.
 FB2232
 FB2232.The dynamic height is computed by dividing the NAVD 88
 FB2232.geopotential number by the normal gravity value computed on the
 FB2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2232.degrees latitude (g = 980.6199 gals.).
 FB2232
 FB2232.The modeled gravity was interpolated from observed gravity values.
 FB2232
 FB2232;                    North         East    Units  Estimated Accuracy
 FB2232;SPC SC       -   356,150.      510,820.      MT  (+/- 180 meters Scaled)
 FB2232
 FB2232                          SUPERSEDED SURVEY CONTROL
 FB2232
 FB2232  NGVD 29 (??/??/??)  284.243  (m)          932.55   (f) ADJUSTED    1 2
 FB2232
 FB2232.Superseded values are not recommended for survey control.
 FB2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2232.See file dsdata.txt to determine how the superseded data were derived.
 FB2232
 FB2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU012780(NAD 83)
 FB2232_MARKER: DB = BENCH MARK DISK
 FB2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2232_SP_SET: CONCRETE POST
 FB2232_STAMPING: VERT 42 160 1982
 FB2232_MARK LOGO: SCGS  
 FB2232_PROJECTION: FLUSH
 FB2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2232+STABILITY: SURFACE MOTION
 FB2232
 FB2232  HISTORY     - Date     Condition        Report By
 FB2232  HISTORY     - 1982     MONUMENTED       SCGS
 FB2232
 FB2232                          STATION DESCRIPTION
 FB2232
 FB2232'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2232'0.7 KM (0.45 MI) EAST FROM INMAN.
 FB2232'0.7 KILOMETER (0.45 MILE) EAST ALONG U.S. HIGHWAY 176 FROM
 FB2232'THE JUNCTION OF STATE HIGHWAY 292, JUST SOUTH OF INMAN, SET
 FB2232'ON THE TOP OF A 6 FOOT BANK, IN THE FRONT LAWN OF A RED BRICK
 FB2232'HOME, WITH TWO MAPLE TREES IN THE FRONT YARD, 7.2 METERS (23.6 FEET)
 FB2232'NORTH NORTHEAST OF THE NORTH NORTHEAST CURB OF HIGHWAY 176,
 FB2232'8.30 METERS (27.2 FEET) EAST SOUTHEAST OF THE APPROXIMATE CENTER
 FB2232'OF A PAVED STREET LEADING UP HILL, 16.5 METERS (54.0 FEET)
 FB2232'SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK HOME,
 FB2232'8.1 METERS (26.7 FEET) WEST SOUTHWEST OF A 20 INCH MAPLE
 FB2232'TREE.
 FB2232'THE MARK IS 2.00 M ABOVE HIGHWAY 176.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2233 ***********************************************************************
 FB2233  DESIGNATION -  42 161
 FB2233  PID         -  FB2233
 FB2233  STATE/COUNTY-  SC/SPARTANBURG
 FB2233  USGS QUAD   -  INMAN (1983)
 FB2233
 FB2233                         *CURRENT SURVEY CONTROL
 FB2233  ___________________________________________________________________
 FB2233* NAD 83(1986)-  35 02 10.     (N)    082 04 07.     (W)     SCALED    
 FB2233* NAVD 88     -       289.610  (meters)     950.16   (feet)  ADJUSTED  
 FB2233  ___________________________________________________________________
 FB2233  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FB2233  DYNAMIC HT  -         289.320 (meters)     949.21  (feet)  COMP
 FB2233  MODELED GRAV-     979,625.6   (mgal)                       NAVD 88
 FB2233
 FB2233  VERT ORDER  -  FIRST     CLASS II
 FB2233
 FB2233.The horizontal coordinates were scaled from a topographic map and have
 FB2233.an estimated accuracy of +/- 6 seconds.
 FB2233
 FB2233.The orthometric height was determined by differential leveling
 FB2233.and adjusted by the National Geodetic Survey in June 1991..
 FB2233
 FB2233.The geoid height was determined by GEOID03.
 FB2233
 FB2233.The dynamic height is computed by dividing the NAVD 88
 FB2233.geopotential number by the normal gravity value computed on the
 FB2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2233.degrees latitude (g = 980.6199 gals.).
 FB2233
 FB2233.The modeled gravity was interpolated from observed gravity values.
 FB2233
 FB2233;                    North         East    Units  Estimated Accuracy
 FB2233;SPC SC       -   355,710.      512,090.      MT  (+/- 180 meters Scaled)
 FB2233
 FB2233                          SUPERSEDED SURVEY CONTROL
 FB2233
 FB2233  NGVD 29 (??/??/??)  289.706  (m)          950.48   (f) ADJUSTED    1 2
 FB2233
 FB2233.Superseded values are not recommended for survey control.
 FB2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2233.See file dsdata.txt to determine how the superseded data were derived.
 FB2233
 FB2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU025775(NAD 83)
 FB2233_MARKER: DB = BENCH MARK DISK
 FB2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2233_SP_SET: CONCRETE POST
 FB2233_STAMPING: VERT 42 161 1982
 FB2233_MARK LOGO: SCGS  
 FB2233_PROJECTION: FLUSH
 FB2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2233+STABILITY: SURFACE MOTION
 FB2233
 FB2233  HISTORY     - Date     Condition        Report By
 FB2233  HISTORY     - 1982     MONUMENTED       SCGS
 FB2233
 FB2233                          STATION DESCRIPTION
 FB2233
 FB2233'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2233'2.0 KM (1.25 MI) EAST FROM INMAN.
 FB2233'2.0 KILOMETERS (1.25 MILES) EAST ALONG U.S. HIGHWAY 176 FROM
 FB2233'THE JUNCTION OF STATE HIGHWAY 292, JUST SOUTH OF INMAN, SET
 FB2233'AT THE SOUTHWEST CORNER OF THE BRIDGE OVER THE RAILROAD TRACKS,
 FB2233'2.4 METERS (7.8 FEET) SOUTH OF THE SOUTH CURB OF HIGHWAY 176,
 FB2233'24.4 METERS (80.1 FEET) WEST OF THE WEST END OF THE BRIDGE,
 FB2233'0.9 METER (3.1 FEET) WEST OF THE WEST END OF A STEEL GUARD
 FB2233'RAIL.
 FB2233'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 FB2233'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2234 ***********************************************************************
 FB2234  DESIGNATION -  42 162
 FB2234  PID         -  FB2234
 FB2234  STATE/COUNTY-  SC/SPARTANBURG
 FB2234  USGS QUAD   -  INMAN (1983)
 FB2234
 FB2234                         *CURRENT SURVEY CONTROL
 FB2234  ___________________________________________________________________
 FB2234* NAD 83(2001)-  35 02 00.05937(N)    082 03 25.75153(W)     ADJUSTED  
 FB2234* NAVD 88     -       254.588  (meters)     835.26   (feet)  ADJUSTED  
 FB2234  ___________________________________________________________________
 FB2234  X           -     722,499.585 (meters)                     COMP
 FB2234  Y           -  -5,178,326.402 (meters)                     COMP
 FB2234  Z           -   3,641,025.047 (meters)                     COMP
 FB2234  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FB2234  ELLIP HEIGHT-         222.99  (meters)          (03/27/03) GPS OBS
 FB2234  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FB2234  DYNAMIC HT  -         254.333 (meters)     834.42  (feet)  COMP
 FB2234  MODELED GRAV-     979,626.3   (mgal)                       NAVD 88
 FB2234
 FB2234  HORZ ORDER  -  FIRST
 FB2234  VERT ORDER  -  FIRST     CLASS II
 FB2234  ELLP ORDER  -  FOURTH    CLASS II
 FB2234
 FB2234.The horizontal coordinates were established by GPS observations
 FB2234.and adjusted by the National Geodetic Survey in March 2003..
 FB2234
 FB2234.The orthometric height was determined by differential leveling
 FB2234.and adjusted by the National Geodetic Survey in June 1991..
 FB2234
 FB2234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2234
 FB2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2234
 FB2234.The ellipsoidal height was determined by GPS observations
 FB2234.and is referenced to NAD 83.
 FB2234
 FB2234.The geoid height was determined by GEOID03.
 FB2234
 FB2234.The dynamic height is computed by dividing the NAVD 88
 FB2234.geopotential number by the normal gravity value computed on the
 FB2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2234.degrees latitude (g = 980.6199 gals.).
 FB2234
 FB2234.The modeled gravity was interpolated from observed gravity values.
 FB2234
 FB2234;                    North         East     Units Scale Factor Converg.
 FB2234;SPC SC       -   355,390.181   513,127.821   MT  1.00007725   -0 35 09.9
 FB2234;SPC SC       - 1,165,978.28  1,683,490.23   iFT  1.00007725   -0 35 09.9
 FB2234;UTM  17      - 3,877,252.157   403,570.296   MT  0.99971460   -0 36 24.9
 FB2234
 FB2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2234!SPC SC       -   0.99996500  x   1.00007725  =   1.00004225
 FB2234!UTM  17      -   0.99996500  x   0.99971460  =   0.99967961
 FB2234
 FB2234                          SUPERSEDED SURVEY CONTROL
 FB2234
 FB2234  NAD 83(1995)-  35 02 00.05998(N)    082 03 25.75052(W) AD(       ) 1
 FB2234  ELLIP H (12/20/99)  223.00   (m)                       GP(       ) 4 1
 FB2234  NAD 83(1986)-  35 02 00.07021(N)    082 03 25.75494(W) AD(       ) 1
 FB2234  NAVD 88 (03/10/92)  254.59   (m)          835.3    (f) LEVELING    3  
 FB2234  NGVD 29 (??/??/??)  254.682  (m)          835.57   (f) ADJUSTED    1 2
 FB2234
 FB2234.Superseded values are not recommended for survey control.
 FB2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2234.See file dsdata.txt to determine how the superseded data were derived.
 FB2234
 FB2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0357077252(NAD 83)
 FB2234_MARKER: DB = BENCH MARK DISK
 FB2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2234_SP_SET: CONCRETE POST
 FB2234_STAMPING: VERT 42 162 1982
 FB2234_MARK LOGO: SCGS  
 FB2234_PROJECTION: FLUSH
 FB2234_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2234+STABILITY: SURFACE MOTION
 FB2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2234+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 FB2234
 FB2234  HISTORY     - Date     Condition        Report By
 FB2234  HISTORY     - 1982     MONUMENTED       SCGS
 FB2234  HISTORY     - 19900124 GOOD             SCGS
 FB2234
 FB2234                          STATION DESCRIPTION
 FB2234
 FB2234'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2234'3.1 KM (1.95 MI) EAST FROM INMAN.
 FB2234'THE MARK IS ABOVE LEVEL WITH HIGHWAY 176.
 FB2234'3.1 KILOMETERS (1.95 MILES) EAST ALONG U.S. HIGHWAY 176
 FB2234'FROM THE JUNCTION OF STATE HIGHWAY 292, JUST SOUTH OF INMAN,
 FB2234'SET INSIDE A WOODEN FENCE AT THE EASTERLY DRIVE LEADING TO
 FB2234'HOLMBERG ELECTRONICS CORPORATION, 6.2 METERS (20.3 FEET) NORTH
 FB2234'OF THE NORTH CURB OF HIGHWAY 176, 9.6 METERS (31.5 FEET)
 FB2234'EAST SOUTHEAST OF THE APPROXIMATE CENTER OF PAVED DRIVE LEADING
 FB2234'TO HOLMBERG ELECTRONICS, 13.1 METERS (43.0 FEET) SOUTH SOUTHWEST
 FB2234'OF A METAL MAN HOLE COVER.
 FB2234'THE MARK IS 4.30 METERS  NNE FROM A WITNESS POST.
 FB2234
 FB2234                          STATION RECOVERY (1990)
 FB2234
 FB2234'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB2234'STATION IS LOCATED 2.0 MILFS SOUTHEAST OF INMAN.  OWNERSHIP--SCDHPT,
 FB2234'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB2234'803-737-1314.
 FB2234'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 176
 FB2234'(ASHEVILLE HIGHWAY) AND INTERSTATE 26 (3.3 MILES SOUTHEAST OF INMAN),
 FB2234'GO NORTHWEST ON HIGHWAY 176 FOR 1.25 MILES TO THE STATION ON THE
 FB2234'RIGHT IN THE NORTHEAST ANGLE OF THE ENTRANCE DRIVE TO HOLMBERG
 FB2234'ELECTRONICS CORPORATION, 0.1 MILE SOUTHEAST OF THE JUNCTION OF BISHOP
 FB2234'ROAD 2-299.
 FB2234'STATION IS A CONCRETE POST RECESSED 2-INCHES AND 1.0 FOOT ABOVE THE
 FB2234'HIGHWAY, 108.2 FEET SOUTH SOUTHWEST OF THE WESTERN MOST PINE TREE OF
 FB2234'A ROW OF PINES, 118.4 FEET WEST NORTHWEST OF THE SOUTHWEST CORNER OF
 FB2234'A CONCRETE DRAIN, 33.7 FEET NORTH NORTHEAST OF THE CENTER OF THE
 FB2234'EASTBOUND LANES OF THE HIGHWAY, 32.5 FEET EAST SOUTHEAST OF THE
 FB2234'CENTER OF THE DRIVE, 107.6 FEET SOUTH SOUTHWEST OF A 14-INCH PINE
 FB2234'TREE AT A FENCE CORNER, 13.7 FEET NORTH NORTHEAST OF A WITNESS POST.
 FB2234'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB2234'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2235 ***********************************************************************
 FB2235  DESIGNATION -  42 163
 FB2235  PID         -  FB2235
 FB2235  STATE/COUNTY-  SC/SPARTANBURG
 FB2235  USGS QUAD   -  INMAN (1983)
 FB2235
 FB2235                         *CURRENT SURVEY CONTROL
 FB2235  ___________________________________________________________________
 FB2235* NAD 83(1986)-  35 01 48.     (N)    082 02 45.     (W)     SCALED    
 FB2235* NAVD 88     -       270.572  (meters)     887.70   (feet)  ADJUSTED  
 FB2235  ___________________________________________________________________
 FB2235  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FB2235  DYNAMIC HT  -         270.302 (meters)     886.82  (feet)  COMP
 FB2235  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 FB2235
 FB2235  VERT ORDER  -  FIRST     CLASS II
 FB2235
 FB2235.The horizontal coordinates were scaled from a topographic map and have
 FB2235.an estimated accuracy of +/- 6 seconds.
 FB2235
 FB2235.The orthometric height was determined by differential leveling
 FB2235.and adjusted by the National Geodetic Survey in June 1991..
 FB2235
 FB2235.The geoid height was determined by GEOID03.
 FB2235
 FB2235.The dynamic height is computed by dividing the NAVD 88
 FB2235.geopotential number by the normal gravity value computed on the
 FB2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2235.degrees latitude (g = 980.6199 gals.).
 FB2235
 FB2235.The modeled gravity was interpolated from observed gravity values.
 FB2235
 FB2235;                    North         East    Units  Estimated Accuracy
 FB2235;SPC SC       -   355,010.      514,160.      MT  (+/- 180 meters Scaled)
 FB2235
 FB2235                          SUPERSEDED SURVEY CONTROL
 FB2235
 FB2235  NGVD 29 (??/??/??)  270.667  (m)          888.01   (f) ADJUSTED    1 2
 FB2235
 FB2235.Superseded values are not recommended for survey control.
 FB2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2235.See file dsdata.txt to determine how the superseded data were derived.
 FB2235
 FB2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU045768(NAD 83)
 FB2235_MARKER: DB = BENCH MARK DISK
 FB2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2235_SP_SET: CONCRETE POST
 FB2235_STAMPING: VERT 42 163 1982
 FB2235_MARK LOGO: SCGS  
 FB2235_PROJECTION: FLUSH
 FB2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2235+STABILITY: SURFACE MOTION
 FB2235
 FB2235  HISTORY     - Date     Condition        Report By
 FB2235  HISTORY     - 1982     MONUMENTED       SCGS
 FB2235
 FB2235                          STATION DESCRIPTION
 FB2235
 FB2235'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2235'4.1 KM (2.55 MI) EAST FROM INMAN.
 FB2235'4.1 KILOMETERS (2.55 MILES) EAST ALONG U.S. HIGHWAY 176
 FB2235'FROM THE JUNCTION OF STATE HIGHWAY 292, JUST SOUTH OF
 FB2235'INMAN, SET IN THE YARD OF A WHITE ONE STORY HOUSE WITH A
 FB2235'CONCRETE DRIVE ON THE EAST SIDE OF THE YARD, 17.4 METERS
 FB2235'(47.2 FEET) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 3.7
 FB2235'METERS (12.0 FEET) SOUTH OF THE SOUTH CURB OF HIGHWAY 176, 2.1
 FB2235'METERS (7.0 FEET) SOUTH SOUTHWEST OF A POWER POLE, 1.5 METERS
 FB2235'(5.0 FEET) EAST OF A METAL WATER LINE COVER.
 FB2235'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2236 ***********************************************************************
 FB2236  DESIGNATION -  42 164
 FB2236  PID         -  FB2236
 FB2236  STATE/COUNTY-  SC/SPARTANBURG
 FB2236  USGS QUAD   -  INMAN (1983)
 FB2236
 FB2236                         *CURRENT SURVEY CONTROL
 FB2236  ___________________________________________________________________
 FB2236* NAD 83(1986)-  35 01 36.     (N)    082 02 01.     (W)     SCALED    
 FB2236* NAVD 88     -       267.632  (meters)     878.06   (feet)  ADJUSTED  
 FB2236  ___________________________________________________________________
 FB2236  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FB2236  DYNAMIC HT  -         267.365 (meters)     877.18  (feet)  COMP
 FB2236  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 FB2236
 FB2236  VERT ORDER  -  FIRST     CLASS II
 FB2236
 FB2236.The horizontal coordinates were scaled from a topographic map and have
 FB2236.an estimated accuracy of +/- 6 seconds.
 FB2236
 FB2236.The orthometric height was determined by differential leveling
 FB2236.and adjusted by the National Geodetic Survey in June 1991..
 FB2236
 FB2236.The geoid height was determined by GEOID03.
 FB2236
 FB2236.The dynamic height is computed by dividing the NAVD 88
 FB2236.geopotential number by the normal gravity value computed on the
 FB2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2236.degrees latitude (g = 980.6199 gals.).
 FB2236
 FB2236.The modeled gravity was interpolated from observed gravity values.
 FB2236
 FB2236;                    North         East    Units  Estimated Accuracy
 FB2236;SPC SC       -   354,630.      515,270.      MT  (+/- 180 meters Scaled)
 FB2236
 FB2236                          SUPERSEDED SURVEY CONTROL
 FB2236
 FB2236  NGVD 29 (??/??/??)  267.727  (m)          878.37   (f) ADJUSTED    1 2
 FB2236
 FB2236.Superseded values are not recommended for survey control.
 FB2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2236.See file dsdata.txt to determine how the superseded data were derived.
 FB2236
 FB2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU057764(NAD 83)
 FB2236_MARKER: DB = BENCH MARK DISK
 FB2236_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FB2236_SP_SET: BRIDGE HEADWALL
 FB2236_STAMPING: VERT 42 164 1982
 FB2236_MARK LOGO: SCGS  
 FB2236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2236
 FB2236  HISTORY     - Date     Condition        Report By
 FB2236  HISTORY     - 1982     MONUMENTED       SCGS
 FB2236
 FB2236                          STATION DESCRIPTION
 FB2236
 FB2236'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 FB2236'5.3 KM (3.3 MI) EAST FROM INMAN.
 FB2236'AT THE JUNCTION OF U.S. HIGHWAY 176 AND INTERSTATE HIGHWAY
 FB2236'26, SET IN THE HEADWALL AT THE EAST CORNER OF THE EAST BOUND
 FB2236'LANE OF THE 176 BRIDGE OVER INTERSTATE 26.
 FB2236'THE MARK IS 0.60 METERS  SE FROM A WITNESS POST.
 FB2236'THE MARK IS 0.20 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1104 ***********************************************************************
 EC1104  DESIGNATION -  42 165
 EC1104  PID         -  EC1104
 EC1104  STATE/COUNTY-  SC/SPARTANBURG
 EC1104  USGS QUAD   -  ENOREE (1969)
 EC1104
 EC1104                         *CURRENT SURVEY CONTROL
 EC1104  ___________________________________________________________________
 EC1104* NAD 83(2001)-  34 41 43.25399(N)    081 55 31.17969(W)     ADJUSTED  
 EC1104* NAVD 88     -       219.340  (meters)     719.62   (feet)  ADJUSTED  
 EC1104  ___________________________________________________________________
 EC1104  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 EC1104  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 EC1104  DYNAMIC HT  -         219.123 (meters)     718.91  (feet)  COMP
 EC1104  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 EC1104
 EC1104  HORZ ORDER  -  SECOND
 EC1104  VERT ORDER  -  FIRST     CLASS II
 EC1104
 EC1104.The horizontal coordinates were established by classical geodetic methods
 EC1104.and adjusted by the National Geodetic Survey in March 2004..
 EC1104
 EC1104.The orthometric height was determined by differential leveling
 EC1104.and adjusted by the National Geodetic Survey in June 1991..
 EC1104
 EC1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1104
 EC1104.The geoid height was determined by GEOID03.
 EC1104
 EC1104.The dynamic height is computed by dividing the NAVD 88
 EC1104.geopotential number by the normal gravity value computed on the
 EC1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1104.degrees latitude (g = 980.6199 gals.).
 EC1104
 EC1104.The modeled gravity was interpolated from observed gravity values.
 EC1104
 EC1104;                    North         East     Units Scale Factor Converg.
 EC1104;SPC SC       -   317,778.585   524,821.687   MT  0.99995388   -0 30 46.8
 EC1104;SPC SC       - 1,042,580.66  1,721,855.93   iFT  0.99995388   -0 30 46.8
 EC1104;UTM  17      - 3,839,648.769   415,249.250   MT  0.99968853   -0 31 36.3
 EC1104
 EC1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1104!SPC SC       -   0.99997042  x   0.99995388  =   0.99992431
 EC1104!UTM  17      -   0.99997042  x   0.99968853  =   0.99965896
 EC1104
 EC1104                          SUPERSEDED SURVEY CONTROL
 EC1104
 EC1104  NAD 83(1986)-  34 41 43.26386(N)    081 55 31.18348(W) AD(       ) 2
 EC1104  NAVD 88 (10/01/92)  219.34   (m)          719.6    (f) LEVELING    3  
 EC1104  NAVD 88 (07/30/91)  219.77   (m)          721.0    (f) LEVELING    3  
 EC1104  NGVD 29 (09/16/91)  219.474  (m)          720.06   (f) ADJUSTED    1 2
 EC1104
 EC1104.Superseded values are not recommended for survey control.
 EC1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1104.See file dsdata.txt to determine how the superseded data were derived.
 EC1104
 EC1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1524939649(NAD 83)
 EC1104_MARKER: DD = SURVEY DISK
 EC1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1104_SP_SET: CONCRETE POST
 EC1104_STAMPING: 42 165 1987
 EC1104_MARK LOGO: SCGS  
 EC1104_PROJECTION: FLUSH
 EC1104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1104+STABILITY: SURFACE MOTION
 EC1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1104+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1987
 EC1104
 EC1104  HISTORY     - Date     Condition        Report By
 EC1104  HISTORY     - 1987     MONUMENTED       SCGS
 EC1104  HISTORY     - 19871102 GOOD             SCGS
 EC1104
 EC1104                          STATION DESCRIPTION
 EC1104
 EC1104'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1104'3.7 MI NE FROM ENOREE.
 EC1104'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 146
 EC1104'(3.4 MI NORTH NORTHEAST OF ENOREE), GO EAST ON HIGHWAY 146 FOR 0.9
 EC1104'MI TO THE MARK ON THE RIGHT, NEAR A FENCE LINE, 32.1 FT SOUTH OF
 EC1104'THE CENTER OF THE HIGHWAY, 21.2 FT WEST NORTHWEST OF A 7-INCH
 EC1104'TWIN-TRUNKED OAK TREE WITH A REFERENCE WASHER ATTACHED, 28.0 FT EAST
 EC1104'OF A FENCE POST WITH A REFERENCE WASHER ATTACHED.
 EC1104'THE MARK IS 1.8 FT  N FROM  A WITNESS POST
 EC1104'THE MARK IS 0.6 FT ABOVE THE HIGHWAY.
 EC1104
 EC1104                          STATION RECOVERY (1987)
 EC1104
 EC1104'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1107 ***********************************************************************
 EC1107  DESIGNATION -  42 166
 EC1107  PID         -  EC1107
 EC1107  STATE/COUNTY-  SC/SPARTANBURG
 EC1107  USGS QUAD   -  ENOREE (1969)
 EC1107
 EC1107                         *CURRENT SURVEY CONTROL
 EC1107  ___________________________________________________________________
 EC1107* NAD 83(2001)-  34 41 00.77067(N)    081 53 14.48088(W)     ADJUSTED  
 EC1107* NAVD 88     -       211.976  (meters)     695.46   (feet)  ADJUSTED  
 EC1107  ___________________________________________________________________
 EC1107  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 EC1107  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EC1107  DYNAMIC HT  -         211.766 (meters)     694.77  (feet)  COMP
 EC1107  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 EC1107
 EC1107  HORZ ORDER  -  SECOND
 EC1107  VERT ORDER  -  FIRST     CLASS II
 EC1107
 EC1107.The horizontal coordinates were established by classical geodetic methods
 EC1107.and adjusted by the National Geodetic Survey in March 2004..
 EC1107
 EC1107.The orthometric height was determined by differential leveling
 EC1107.and adjusted by the National Geodetic Survey in June 1991..
 EC1107
 EC1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1107
 EC1107.The geoid height was determined by GEOID03.
 EC1107
 EC1107.The dynamic height is computed by dividing the NAVD 88
 EC1107.geopotential number by the normal gravity value computed on the
 EC1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1107.degrees latitude (g = 980.6199 gals.).
 EC1107
 EC1107.The modeled gravity was interpolated from observed gravity values.
 EC1107
 EC1107;                    North         East     Units Scale Factor Converg.
 EC1107;SPC SC       -   316,439.052   528,289.336   MT  0.99995021   -0 29 31.0
 EC1107;SPC SC       - 1,038,185.87  1,733,232.73   iFT  0.99995021   -0 29 31.0
 EC1107;UTM  17      - 3,838,308.784   418,715.660   MT  0.99968143   -0 30 17.9
 EC1107
 EC1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1107!SPC SC       -   0.99997158  x   0.99995021  =   0.99992179
 EC1107!UTM  17      -   0.99997158  x   0.99968143  =   0.99965301
 EC1107
 EC1107                          SUPERSEDED SURVEY CONTROL
 EC1107
 EC1107  NAD 83(1986)-  34 41 00.78104(N)    081 53 14.48393(W) AD(       ) 2
 EC1107  NAVD 88 (10/01/92)  211.98   (m)          695.5    (f) LEVELING    3  
 EC1107  NAVD 88 (07/30/91)  212.41   (m)          696.9    (f) LEVELING    3  
 EC1107  NGVD 29 (09/16/91)  212.108  (m)          695.89   (f) ADJUSTED    1 2
 EC1107
 EC1107.Superseded values are not recommended for survey control.
 EC1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1107.See file dsdata.txt to determine how the superseded data were derived.
 EC1107
 EC1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1871638309(NAD 83)
 EC1107_MARKER: DD = SURVEY DISK
 EC1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1107_SP_SET: CONCRETE POST
 EC1107_STAMPING: 42 166 1987
 EC1107_MARK LOGO: SCGS  
 EC1107_PROJECTION: FLUSH
 EC1107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1107+STABILITY: SURFACE MOTION
 EC1107
 EC1107  HISTORY     - Date     Condition        Report By
 EC1107  HISTORY     - 1987     MONUMENTED       SCGS
 EC1107  HISTORY     - 19871005 GOOD             SCGS
 EC1107
 EC1107                          STATION DESCRIPTION
 EC1107
 EC1107'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1107'3.2 MI NNW FROM CROSS ANCHOR.
 EC1107'FROM THE JUNCTION OF STATE HIGHWAY 56 AND STATE HIGHWAY 49 IN
 EC1107'CROSS ANCHOR, GO NORTH ON HIGHWAY 56 FOR 0.35 MI TO THE JUNCTION OF
 EC1107'STATE HIGHWAY 146, GO NORTH NORTHWEST ON HIGHWAY 146 FOR 2.95 MI TO
 EC1107'THE MARK ON THE RIGHT IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD
 EC1107'203, 3.3 MI EAST SOUTHEAST OF THE JUNCTION OVERPASS OF INTERSTATE
 EC1107'26 AND STATE HIGHWAY 146, 15.8 FT NORTHEAST OF THE CENTER OF THE
 EC1107'HIGHWAY, 40.2 FT SOUTH SOUTHEAST OF A POWER POLE WITH ONE GUY WIRE
 EC1107'AND A REFERENCE WASHER ATTACHED, 78.4 FT SOUTHEAST OF THE CENTER OF
 EC1107'THE ROAD.
 EC1107'THE MARK IS 9.9 FT  SW FROM  A WITNESS POST
 EC1107'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1107
 EC1107                          STATION RECOVERY (1987)
 EC1107
 EC1107'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1108 ***********************************************************************
 EC1108  DESIGNATION -  42 167
 EC1108  PID         -  EC1108
 EC1108  STATE/COUNTY-  SC/SPARTANBURG
 EC1108  USGS QUAD   -  ENOREE (1969)
 EC1108
 EC1108                         *CURRENT SURVEY CONTROL
 EC1108  ___________________________________________________________________
 EC1108* NAD 83(2001)-  34 40 44.45581(N)    081 52 48.03258(W)     ADJUSTED  
 EC1108* NAVD 88     -       217.706  (meters)     714.26   (feet)  ADJUSTED  
 EC1108  ___________________________________________________________________
 EC1108  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EC1108  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 EC1108  DYNAMIC HT  -         217.491 (meters)     713.55  (feet)  COMP
 EC1108  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 EC1108
 EC1108  HORZ ORDER  -  SECOND
 EC1108  VERT ORDER  -  FIRST     CLASS II
 EC1108
 EC1108.The horizontal coordinates were established by classical geodetic methods
 EC1108.and adjusted by the National Geodetic Survey in March 2004..
 EC1108
 EC1108.The orthometric height was determined by differential leveling
 EC1108.and adjusted by the National Geodetic Survey in June 1991..
 EC1108
 EC1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1108
 EC1108.The geoid height was determined by GEOID03.
 EC1108
 EC1108.The dynamic height is computed by dividing the NAVD 88
 EC1108.geopotential number by the normal gravity value computed on the
 EC1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1108.degrees latitude (g = 980.6199 gals.).
 EC1108
 EC1108.The modeled gravity was interpolated from observed gravity values.
 EC1108
 EC1108;                    North         East     Units Scale Factor Converg.
 EC1108;SPC SC       -   315,930.594   528,958.241   MT  0.99994881   -0 29 16.4
 EC1108;SPC SC       - 1,036,517.70  1,735,427.30   iFT  0.99994881   -0 29 16.4
 EC1108;UTM  17      - 3,837,800.311   419,384.270   MT  0.99968010   -0 30 02.6
 EC1108
 EC1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1108!SPC SC       -   0.99997067  x   0.99994881  =   0.99991949
 EC1108!UTM  17      -   0.99997067  x   0.99968010  =   0.99965078
 EC1108
 EC1108                          SUPERSEDED SURVEY CONTROL
 EC1108
 EC1108  NAD 83(1986)-  34 40 44.46625(N)    081 52 48.03543(W) AD(       ) 2
 EC1108  NAVD 88 (10/01/92)  217.71   (m)          714.3    (f) LEVELING    3  
 EC1108  NAVD 88 (07/30/91)  218.14   (m)          715.7    (f) LEVELING    3  
 EC1108  NGVD 29 (09/16/91)  217.839  (m)          714.69   (f) ADJUSTED    1 2
 EC1108
 EC1108.Superseded values are not recommended for survey control.
 EC1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1108.See file dsdata.txt to determine how the superseded data were derived.
 EC1108
 EC1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1938437800(NAD 83)
 EC1108_MARKER: DD = SURVEY DISK
 EC1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1108_SP_SET: CONCRETE POST
 EC1108_STAMPING: 42 167 1987
 EC1108_MARK LOGO: SCGS  
 EC1108_PROJECTION: FLUSH
 EC1108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1108+STABILITY: SURFACE MOTION
 EC1108
 EC1108  HISTORY     - Date     Condition        Report By
 EC1108  HISTORY     - 1987     MONUMENTED       SCGS
 EC1108  HISTORY     - 19871007 GOOD             SCGS
 EC1108
 EC1108                          STATION DESCRIPTION
 EC1108
 EC1108'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1108'2.8 MI NNW FROM CROSS ANCHOR.
 EC1108'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, GO
 EC1108'NORTH ON HIGHWAY 56 FOR 0.35 MI TO THE JUNCTION OF STATE HIGHWAY
 EC1108'146, GO NORTH NORTHWEST ON HIGHWAY 146 FOR 2.5 MI TO THE ENTRANCE
 EC1108'DRIVEWAY TO THE NEW PROSPECT BAPTIST CHURCH ON THE RIGHT, TURN RIGHT
 EC1108'FOR 0.1 MI TO THE MARK ON THE LEFT IN THE ROAD BANK, 147.7 FT
 EC1108'WEST OF A POWER POLE WITH A TRANSFORMER AND A REFERENCE WASHER
 EC1108'ATTACHED, 166.2 FT EAST NORTHEAST OF A POWER POLE WITH A REFERENCE
 EC1108'WASHER ATTACHED, 13.3 FT NORTH OF THE CENTER OF THE DRIVEWAY.
 EC1108'THE MARK IS 1.15 FT  SW FROM  A WITNESS POST
 EC1108'THE MARK IS 2.0 FT ABOVE THE DRIVEWAY.
 EC1108
 EC1108                          STATION RECOVERY (1987)
 EC1108
 EC1108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1109 ***********************************************************************
 EC1109  DESIGNATION -  42 168
 EC1109  PID         -  EC1109
 EC1109  STATE/COUNTY-  SC/SPARTANBURG
 EC1109  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1109
 EC1109                         *CURRENT SURVEY CONTROL
 EC1109  ___________________________________________________________________
 EC1109* NAD 83(2001)-  34 39 50.23723(N)    081 52 22.48268(W)     ADJUSTED  
 EC1109* NAVD 88     -       206.070  (meters)     676.08   (feet)  ADJUSTED  
 EC1109  ___________________________________________________________________
 EC1109  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EC1109  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EC1109  DYNAMIC HT  -         205.867 (meters)     675.42  (feet)  COMP
 EC1109  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 EC1109
 EC1109  HORZ ORDER  -  SECOND
 EC1109  VERT ORDER  -  FIRST     CLASS II
 EC1109
 EC1109.The horizontal coordinates were established by classical geodetic methods
 EC1109.and adjusted by the National Geodetic Survey in March 2004..
 EC1109
 EC1109.The orthometric height was determined by differential leveling
 EC1109.and adjusted by the National Geodetic Survey in June 1991..
 EC1109
 EC1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1109
 EC1109.The geoid height was determined by GEOID03.
 EC1109
 EC1109.The dynamic height is computed by dividing the NAVD 88
 EC1109.geopotential number by the normal gravity value computed on the
 EC1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1109.degrees latitude (g = 980.6199 gals.).
 EC1109
 EC1109.The modeled gravity was interpolated from observed gravity values.
 EC1109
 EC1109;                    North         East     Units Scale Factor Converg.
 EC1109;SPC SC       -   314,254.473   529,594.483   MT  0.99994421   -0 29 02.2
 EC1109;SPC SC       - 1,031,018.61  1,737,514.71   iFT  0.99994421   -0 29 02.2
 EC1109;UTM  17      - 3,836,124.497   420,019.970   MT  0.99967884   -0 29 47.4
 EC1109
 EC1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1109!SPC SC       -   0.99997249  x   0.99994421  =   0.99991671
 EC1109!UTM  17      -   0.99997249  x   0.99967884  =   0.99965134
 EC1109
 EC1109:                Primary Azimuth Mark                     Grid Az
 EC1109:SPC SC       -  CROSS ANCHOR EMRWD WT TK VENT            139 40 27.4
 EC1109:UTM  17      -  CROSS ANCHOR EMRWD WT TK VENT            139 41 12.6
 EC1109
 EC1109|---------------------------------------------------------------------|
 EC1109| PID    Reference Object                     Distance      Geod. Az  |
 EC1109|                                                           dddmmss.s |
 EC1109| EC2529 CROSS ANCHOR EMRWD WT TK VENT       APPROX. 2.2 KM 1391125.2 |
 EC1109| EC1110 SCGPS 34 AZ MK                      APPROX. 0.7 KM 1391317.3 |
 EC1109| EC2689 TP SPA 5                            498.221 METERS 3303736.8 |
 EC1109|---------------------------------------------------------------------|
 EC1109
 EC1109                          SUPERSEDED SURVEY CONTROL
 EC1109
 EC1109  NAD 83(1986)-  34 39 50.24771(N)    081 52 22.48515(W) AD(       ) 2
 EC1109  NAVD 88 (10/01/92)  206.07   (m)          676.1    (f) LEVELING    3  
 EC1109  NAVD 88 (07/30/91)  206.50   (m)          677.5    (f) LEVELING    3  
 EC1109  NGVD 29 (09/16/91)  206.202  (m)          676.51   (f) ADJUSTED    1 2
 EC1109
 EC1109.Superseded values are not recommended for survey control.
 EC1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1109.See file dsdata.txt to determine how the superseded data were derived.
 EC1109
 EC1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2002036124(NAD 83)
 EC1109_MARKER: DD = SURVEY DISK
 EC1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1109_SP_SET: CONCRETE POST
 EC1109_STAMPING: 42 168 1987
 EC1109_MARK LOGO: SCGS  
 EC1109_PROJECTION: FLUSH
 EC1109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1109+STABILITY: SURFACE MOTION
 EC1109
 EC1109  HISTORY     - Date     Condition        Report By
 EC1109  HISTORY     - 1987     MONUMENTED       SCGS
 EC1109  HISTORY     - 19871008 GOOD             SCGS
 EC1109
 EC1109                          STATION DESCRIPTION
 EC1109
 EC1109'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1109'1.7 MI NNW FROM CROSS ANCHOR.
 EC1109'FROM THE JUNCTION OF STATE HIGHWAY 56 AND STATE HIGHWAY 49 IN CROSS
 EC1109'ANCHOR, GO NORTH ON HIGHWAY 56 FOR 0.3 MI TO THE JUNCTION OF
 EC1109'HIGHWAYS 56 AND 146, GO NORTH NORTHWEST ON HIGHWAY 146 FOR 1.3 MI
 EC1109'TO THE MARK ON THE LEFT, 14.6 FT SOUTHWEST OF THE CENTER OF THE
 EC1109'HIGHWAY, 45.3 FT NORTH OF A 12-INCH PINE TREE WITH A REFERENCE
 EC1109'WASHER ATTACHED, 73.7 FT SOUTHEAST OF A 14-INCH PINE TREE WITH A
 EC1109'REFERENCE WASHER ATTACHED.
 EC1109'THE MARK IS 18.5 FT  NE FROM  A WITNESS POST
 EC1109'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1109
 EC1109                          STATION RECOVERY (1987)
 EC1109
 EC1109'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1150 ***********************************************************************
 EC1150  DESIGNATION -  42 169
 EC1150  PID         -  EC1150
 EC1150  STATE/COUNTY-  SC/SPARTANBURG
 EC1150  USGS QUAD   -  SPARTANBURG (1983)
 EC1150
 EC1150                         *CURRENT SURVEY CONTROL
 EC1150  ___________________________________________________________________
 EC1150* NAD 83(2001)-  34 54 21.40683(N)    081 56 49.76117(W)     ADJUSTED  
 EC1150* NAVD 88     -       227.246  (meters)     745.56   (feet)  ADJUSTED  
 EC1150  ___________________________________________________________________
 EC1150  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 EC1150  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EC1150  DYNAMIC HT  -         227.021 (meters)     744.82  (feet)  COMP
 EC1150  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 EC1150
 EC1150  HORZ ORDER  -  SECOND
 EC1150  VERT ORDER  -  FIRST     CLASS II
 EC1150
 EC1150.The horizontal coordinates were established by classical geodetic methods
 EC1150.and adjusted by the National Geodetic Survey in March 2004..
 EC1150
 EC1150.The orthometric height was determined by differential leveling
 EC1150.and adjusted by the National Geodetic Survey in June 1991..
 EC1150
 EC1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1150
 EC1150.The geoid height was determined by GEOID03.
 EC1150
 EC1150.The dynamic height is computed by dividing the NAVD 88
 EC1150.geopotential number by the normal gravity value computed on the
 EC1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1150.degrees latitude (g = 980.6199 gals.).
 EC1150
 EC1150.The modeled gravity was interpolated from observed gravity values.
 EC1150
 EC1150;                    North         East     Units Scale Factor Converg.
 EC1150;SPC SC       -   341,158.564   523,035.961   MT  1.00002662   -0 31 30.4
 EC1150;SPC SC       - 1,119,286.63  1,715,997.25   iFT  1.00002662   -0 31 30.4
 EC1150;UTM  17      - 3,863,022.240   413,470.307   MT  0.99969228   -0 32 31.3
 EC1150
 EC1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1150!SPC SC       -   0.99996926  x   1.00002662  =   0.99999588
 EC1150!UTM  17      -   0.99996926  x   0.99969228  =   0.99966155
 EC1150
 EC1150:                Primary Azimuth Mark                     Grid Az
 EC1150:SPC SC       -  ROEBUCK BEAVER HILLS BAP CH SP           224 28 38.1
 EC1150:UTM  17      -  ROEBUCK BEAVER HILLS BAP CH SP           224 29 39.0
 EC1150
 EC1150|---------------------------------------------------------------------|
 EC1150| PID    Reference Object                     Distance      Geod. Az  |
 EC1150|                                                           dddmmss.s |
 EC1150| EC2530 ROEBUCK BEAVER HILLS BAP CH SP      APPROX. 0.5 KM 2235707.7 |
 EC1150| EC1149 42 172                              453.644 METERS 2252838.5 |
 EC1150|---------------------------------------------------------------------|
 EC1150
 EC1150                          SUPERSEDED SURVEY CONTROL
 EC1150
 EC1150  NAD 83(1986)-  34 54 21.41944(N)    081 56 49.76558(W) AD(       ) 2
 EC1150  NAVD 88 (10/01/92)  227.25   (m)          745.6    (f) LEVELING    3  
 EC1150  NAVD 88 (07/30/91)  227.68   (m)          747.0    (f) LEVELING    3  
 EC1150  NGVD 29 (09/16/91)  227.353  (m)          745.91   (f) ADJUSTED    1 2
 EC1150
 EC1150.Superseded values are not recommended for survey control.
 EC1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1150.See file dsdata.txt to determine how the superseded data were derived.
 EC1150
 EC1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1347063022(NAD 83)
 EC1150_MARKER: DD = SURVEY DISK
 EC1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1150_SP_SET: CONCRETE POST
 EC1150_STAMPING: 42 169 1987
 EC1150_MARK LOGO: SCGS  
 EC1150_PROJECTION: PROJECTING 5 CENTIMETERS
 EC1150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1150+STABILITY: SURFACE MOTION
 EC1150
 EC1150  HISTORY     - Date     Condition        Report By
 EC1150  HISTORY     - 1987     MONUMENTED       SCGS
 EC1150  HISTORY     - 19880330 GOOD             SCGS
 EC1150  HISTORY     - 19881101 GOOD             SCGS
 EC1150
 EC1150                          STATION DESCRIPTION
 EC1150
 EC1150'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1150'3.1 MI SSW FROM SPARTANBURG.
 EC1150'AT THE JUNCTION OVERPASS OF U.S. HIGHWAY 221 AND STATE HIGHWAY 295
 EC1150'(3.1 MI SOUTH SOUTHWEST OF SPARTANBURG), IN THE SHOULDER BEHIND THE
 EC1150'GUARD RAIL NEAR THE SOUTHEAST END OF THE OVERPASS, 32.5 FT SOUTHEAST
 EC1150'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 9.6 FT
 EC1150'NORTHEAST OF A GUARD RAIL POST WITH A REFERENCE WASHER ATTACHED.
 EC1150'THE MARK IS 2.5 FT  S FROM  A WITNESS POST
 EC1150'THE MARK IS 0.6 FT ABOVE THE HIGHWAY.
 EC1150
 EC1150                          STATION RECOVERY (1988)
 EC1150
 EC1150'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1150'RECOVERED IN GOOD CONDITION.
 EC1150
 EC1150                          STATION RECOVERY (1988)
 EC1150
 EC1150'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1113 ***********************************************************************
 EC1113  DESIGNATION -  42 170
 EC1113  PID         -  EC1113
 EC1113  STATE/COUNTY-  SC/SPARTANBURG
 EC1113  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1113
 EC1113                         *CURRENT SURVEY CONTROL
 EC1113  ___________________________________________________________________
 EC1113* NAD 83(2001)-  34 38 58.02705(N)    081 51 38.87864(W)     ADJUSTED  
 EC1113* NAVD 88     -       205.520  (meters)     674.28   (feet)  ADJUSTED  
 EC1113  ___________________________________________________________________
 EC1113  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EC1113  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 EC1113  DYNAMIC HT  -         205.317 (meters)     673.61  (feet)  COMP
 EC1113  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 EC1113
 EC1113  HORZ ORDER  -  SECOND
 EC1113  VERT ORDER  -  FIRST     CLASS II
 EC1113
 EC1113.The horizontal coordinates were established by classical geodetic methods
 EC1113.and adjusted by the National Geodetic Survey in March 2004..
 EC1113
 EC1113.The orthometric height was determined by differential leveling
 EC1113.and adjusted by the National Geodetic Survey in June 1991..
 EC1113
 EC1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1113
 EC1113.The geoid height was determined by GEOID03.
 EC1113
 EC1113.The dynamic height is computed by dividing the NAVD 88
 EC1113.geopotential number by the normal gravity value computed on the
 EC1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1113.degrees latitude (g = 980.6199 gals.).
 EC1113
 EC1113.The modeled gravity was interpolated from observed gravity values.
 EC1113
 EC1113;                    North         East     Units Scale Factor Converg.
 EC1113;SPC SC       -   312,636.449   530,691.187   MT  0.99993984   -0 28 38.0
 EC1113;SPC SC       - 1,025,710.13  1,741,112.82   iFT  0.99993984   -0 28 38.0
 EC1113;UTM  17      - 3,834,506.664   421,116.035   MT  0.99967670   -0 29 22.0
 EC1113
 EC1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1113!SPC SC       -   0.99997258  x   0.99993984  =   0.99991242
 EC1113!UTM  17      -   0.99997258  x   0.99967670  =   0.99964928
 EC1113
 EC1113                          SUPERSEDED SURVEY CONTROL
 EC1113
 EC1113  NAD 83(1986)-  34 38 58.03686(N)    081 51 38.88140(W) AD(       ) 2
 EC1113  NAVD 88 (10/01/92)  205.52   (m)          674.3    (f) LEVELING    3  
 EC1113  NAVD 88 (07/30/91)  205.95   (m)          675.7    (f) LEVELING    3  
 EC1113  NGVD 29 (09/16/91)  205.651  (m)          674.71   (f) ADJUSTED    1 2
 EC1113
 EC1113.Superseded values are not recommended for survey control.
 EC1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1113.See file dsdata.txt to determine how the superseded data were derived.
 EC1113
 EC1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2111634507(NAD 83)
 EC1113_MARKER: DD = SURVEY DISK
 EC1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1113_SP_SET: CONCRETE POST
 EC1113_STAMPING: 42 170 1987
 EC1113_MARK LOGO: SCGS  
 EC1113_PROJECTION: FLUSH
 EC1113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1113+STABILITY: SURFACE MOTION
 EC1113
 EC1113  HISTORY     - Date     Condition        Report By
 EC1113  HISTORY     - 1987     MONUMENTED       SCGS
 EC1113  HISTORY     - 19871016 GOOD             SCGS
 EC1113
 EC1113                          STATION DESCRIPTION
 EC1113
 EC1113'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1113'0.5 MI NORTH FROM CROSS ANCHOR.
 EC1113'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, GO
 EC1113'NORTH ON HIGHWAY 56 FOR 0.3 MI TO THE JUNCTION OF STATE HIGHWAY 146,
 EC1113'GO NORTH NORTHWEST ON HIGHWAY 146 FOR 0.05 MI TO THE MARK ON THE
 EC1113'RIGHT IN THE SHOULDER OF THE HIGHWAY, 15.5 FT EAST OF THE CENTER OF
 EC1113'THE HIGHWAY, 57.9 FT SOUTH OF THE CENTER OF AN ENTRANCE DRIVEWAY TO
 EC1113'A HOUSE, 64.6 FT WEST NORTHWEST OF A 23-INCH PINE TREE.
 EC1113'THE MARK IS 18.7 FT  WSW FROM  A WITNESS POST
 EC1113'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1113
 EC1113                          STATION RECOVERY (1987)
 EC1113
 EC1113'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1198 ***********************************************************************
 EC1198  DESIGNATION -  42 171
 EC1198  PID         -  EC1198
 EC1198  STATE/COUNTY-  SC/SPARTANBURG
 EC1198  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1198
 EC1198                         *CURRENT SURVEY CONTROL
 EC1198  ___________________________________________________________________
 EC1198* NAD 83(2001)-  34 39 44.05734(N)    081 51 05.28258(W)     ADJUSTED  
 EC1198* NAVD 88     -       186.469  (meters)     611.77   (feet)  ADJUSTED  
 EC1198  ___________________________________________________________________
 EC1198  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 EC1198  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EC1198  DYNAMIC HT  -         186.285 (meters)     611.17  (feet)  COMP
 EC1198  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 EC1198
 EC1198  HORZ ORDER  -  SECOND
 EC1198  VERT ORDER  -  FIRST     CLASS II
 EC1198
 EC1198.The horizontal coordinates were established by classical geodetic methods
 EC1198.and adjusted by the National Geodetic Survey in March 2004..
 EC1198
 EC1198.The orthometric height was determined by differential leveling
 EC1198.and adjusted by the National Geodetic Survey in June 1991..
 EC1198
 EC1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1198
 EC1198.The geoid height was determined by GEOID03.
 EC1198
 EC1198.The dynamic height is computed by dividing the NAVD 88
 EC1198.geopotential number by the normal gravity value computed on the
 EC1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1198.degrees latitude (g = 980.6199 gals.).
 EC1198
 EC1198.The modeled gravity was interpolated from observed gravity values.
 EC1198
 EC1198;                    North         East     Units Scale Factor Converg.
 EC1198;SPC SC       -   314,047.659   531,558.332   MT  0.99994369   -0 28 19.4
 EC1198;SPC SC       - 1,030,340.09  1,743,957.78   iFT  0.99994369   -0 28 19.4
 EC1198;UTM  17      - 3,835,917.313   421,983.250   MT  0.99967502   -0 29 03.4
 EC1198
 EC1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1198!SPC SC       -   0.99997557  x   0.99994369  =   0.99991926
 EC1198!UTM  17      -   0.99997557  x   0.99967502  =   0.99965060
 EC1198
 EC1198                          SUPERSEDED SURVEY CONTROL
 EC1198
 EC1198  NAD 83(1986)-  34 39 44.06713(N)    081 51 05.28524(W) AD(       ) 2
 EC1198  NAVD 88 (10/01/92)  186.47   (m)          611.8    (f) LEVELING    3  
 EC1198  NAVD 88 (07/30/91)  186.90   (m)          613.2    (f) LEVELING    3  
 EC1198  NGVD 29 (09/16/91)  186.599  (m)          612.20   (f) ADJUSTED    1 2
 EC1198
 EC1198.Superseded values are not recommended for survey control.
 EC1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1198.See file dsdata.txt to determine how the superseded data were derived.
 EC1198
 EC1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2198335917(NAD 83)
 EC1198_MARKER: DD = SURVEY DISK
 EC1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1198_SP_SET: CONCRETE POST
 EC1198_STAMPING: 42 171 1987
 EC1198_MARK LOGO: SCGS  
 EC1198_PROJECTION: FLUSH
 EC1198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1198+STABILITY: SURFACE MOTION
 EC1198
 EC1198  HISTORY     - Date     Condition        Report By
 EC1198  HISTORY     - 1987     MONUMENTED       SCGS
 EC1198  HISTORY     - 19880328 GOOD             SCGS
 EC1198
 EC1198                          STATION DESCRIPTION
 EC1198
 EC1198'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1198'1.4 MI NNE FROM CROSS ANCHOR.
 EC1198'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, GO
 EC1198'NORTH NORTHEAST ON HIGHWAY 56 FOR 1.5 MI TO THE MARK ON THE RIGHT,
 EC1198'2.45 MI SOUTHWEST OF THE SOUTH END OF THE BRIDGE OVER THE TYGER
 EC1198'RIVER, 14.5 FT SOUTHEAST OF THE CENTER OF THE HIGHWAY, 50.0 FT
 EC1198'NORTH NORTHEAST OF A FIRE HYDRANT, 29.5 FT SOUTHWEST OF A REFERENCE
 EC1198'WASHER IN THE EAST EDGE OF THE HIGHWAY.
 EC1198'THE MARK IS 30.3 FT  NNW FROM  A WITNESS POST
 EC1198
 EC1198                          STATION RECOVERY (1988)
 EC1198
 EC1198'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1149 ***********************************************************************
 EC1149  DESIGNATION -  42 172
 EC1149  PID         -  EC1149
 EC1149  STATE/COUNTY-  SC/SPARTANBURG
 EC1149  USGS QUAD   -  SPARTANBURG (1983)
 EC1149
 EC1149                         *CURRENT SURVEY CONTROL
 EC1149  ___________________________________________________________________
 EC1149* NAD 83(2001)-  34 54 11.08449(N)    081 57 02.50105(W)     ADJUSTED  
 EC1149* NAVD 88     -       222.744  (meters)     730.79   (feet)  ADJUSTED  
 EC1149  ___________________________________________________________________
 EC1149  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 EC1149  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EC1149  DYNAMIC HT  -         222.524 (meters)     730.06  (feet)  COMP
 EC1149  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 EC1149
 EC1149  HORZ ORDER  -  SECOND
 EC1149  VERT ORDER  -  FIRST     CLASS II
 EC1149
 EC1149.The horizontal coordinates were established by classical geodetic methods
 EC1149.and adjusted by the National Geodetic Survey in March 2004..
 EC1149
 EC1149.The orthometric height was determined by differential leveling
 EC1149.and adjusted by the National Geodetic Survey in June 1991..
 EC1149
 EC1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1149
 EC1149.The geoid height was determined by GEOID03.
 EC1149
 EC1149.The dynamic height is computed by dividing the NAVD 88
 EC1149.geopotential number by the normal gravity value computed on the
 EC1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1149.degrees latitude (g = 980.6199 gals.).
 EC1149
 EC1149.The modeled gravity was interpolated from observed gravity values.
 EC1149
 EC1149;                    North         East     Units Scale Factor Converg.
 EC1149;SPC SC       -   340,843.442   522,709.615   MT  1.00002554   -0 31 37.4
 EC1149;SPC SC       - 1,118,252.76  1,714,926.56   iFT  1.00002554   -0 31 37.4
 EC1149;UTM  17      - 3,862,707.320   413,143.977   MT  0.99969298   -0 32 38.4
 EC1149
 EC1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1149!SPC SC       -   0.99996996  x   1.00002554  =   0.99999550
 EC1149!UTM  17      -   0.99996996  x   0.99969298  =   0.99966295
 EC1149
 EC1149                          SUPERSEDED SURVEY CONTROL
 EC1149
 EC1149  NAD 83(1986)-  34 54 11.09710(N)    081 57 02.50539(W) AD(       ) 2
 EC1149  NAVD 88 (10/01/92)  222.74   (m)          730.8    (f) LEVELING    3  
 EC1149  NAVD 88 (07/30/91)  223.18   (m)          732.2    (f) LEVELING    3  
 EC1149  NGVD 29 (09/16/91)  222.851  (m)          731.14   (f) ADJUSTED    1 2
 EC1149
 EC1149.Superseded values are not recommended for survey control.
 EC1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1149.See file dsdata.txt to determine how the superseded data were derived.
 EC1149
 EC1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1314462707(NAD 83)
 EC1149_MARKER: DD = SURVEY DISK
 EC1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1149_SP_SET: CONCRETE POST
 EC1149_STAMPING: 42 172 1987
 EC1149_MARK LOGO: SCGS  
 EC1149_PROJECTION: FLUSH
 EC1149_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1149+STABILITY: SURFACE MOTION
 EC1149
 EC1149  HISTORY     - Date     Condition        Report By
 EC1149  HISTORY     - 1987     MONUMENTED       SCGS
 EC1149  HISTORY     - 19880329 GOOD             SCGS
 EC1149
 EC1149                          STATION DESCRIPTION
 EC1149
 EC1149'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1149'1.8 MI NNE FROM ROEBUCK.
 EC1149'FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221 AND STATE HIGHWAY 295
 EC1149'(3.1 MI SOUTH SOUTHWEST OF SPARTANBURG), GO SOUTHWEST ON HIGHWAY 221
 EC1149'FOR 0.3 MI TO THE MARK ON THE RIGHT IN THE SHOULDER OF CLAYTON
 EC1149'DRIVE, 88.1 FT NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 EC1149'THE HIGHWAY, 11.5 FT SOUTH SOUTHEAST OF THE CENTER OF CLAYTON DRIVE,
 EC1149'52.0 FT SOUTHEAST OF A 24-INCH LIVE OAK TREE.
 EC1149'THE MARK IS 54.8 FT  W FROM  A WITNESS POST
 EC1149'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 EC1149
 EC1149                          STATION RECOVERY (1988)
 EC1149
 EC1149'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1197 ***********************************************************************
 EC1197  DESIGNATION -  42 173
 EC1197  PID         -  EC1197
 EC1197  STATE/COUNTY-  SC/SPARTANBURG
 EC1197  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1197
 EC1197                         *CURRENT SURVEY CONTROL
 EC1197  ___________________________________________________________________
 EC1197* NAD 83(2001)-  34 40 45.79793(N)    081 50 25.24329(W)     ADJUSTED  
 EC1197* NAVD 88     -       181.950  (meters)     596.95   (feet)  ADJUSTED  
 EC1197  ___________________________________________________________________
 EC1197  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EC1197  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EC1197  DYNAMIC HT  -         181.770 (meters)     596.36  (feet)  COMP
 EC1197  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 EC1197
 EC1197  HORZ ORDER  -  SECOND
 EC1197  VERT ORDER  -  FIRST     CLASS II
 EC1197
 EC1197.The horizontal coordinates were established by classical geodetic methods
 EC1197.and adjusted by the National Geodetic Survey in March 2004..
 EC1197
 EC1197.The orthometric height was determined by differential leveling
 EC1197.and adjusted by the National Geodetic Survey in June 1991..
 EC1197
 EC1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1197
 EC1197.The geoid height was determined by GEOID03.
 EC1197
 EC1197.The dynamic height is computed by dividing the NAVD 88
 EC1197.geopotential number by the normal gravity value computed on the
 EC1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1197.degrees latitude (g = 980.6199 gals.).
 EC1197
 EC1197.The modeled gravity was interpolated from observed gravity values.
 EC1197
 EC1197;                    North         East     Units Scale Factor Converg.
 EC1197;SPC SC       -   315,941.696   532,593.173   MT  0.99994893   -0 27 57.2
 EC1197;SPC SC       - 1,036,554.12  1,747,352.93   iFT  0.99994893   -0 27 57.2
 EC1197;UTM  17      - 3,837,810.613   423,018.215   MT  0.99967304   -0 28 41.4
 EC1197
 EC1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1197!SPC SC       -   0.99997629  x   0.99994893  =   0.99992522
 EC1197!UTM  17      -   0.99997629  x   0.99967304  =   0.99964934
 EC1197
 EC1197                          SUPERSEDED SURVEY CONTROL
 EC1197
 EC1197  NAD 83(1986)-  34 40 45.80824(N)    081 50 25.24776(W) AD(       ) 2
 EC1197  NAVD 88 (10/01/92)  181.95   (m)          596.9    (f) LEVELING    3  
 EC1197  NAVD 88 (07/30/91)  182.38   (m)          598.4    (f) LEVELING    3  
 EC1197  NGVD 29 (09/16/91)  182.078  (m)          597.37   (f) ADJUSTED    1 2
 EC1197
 EC1197.Superseded values are not recommended for survey control.
 EC1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1197.See file dsdata.txt to determine how the superseded data were derived.
 EC1197
 EC1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2301837811(NAD 83)
 EC1197_MARKER: DD = SURVEY DISK
 EC1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1197_SP_SET: CONCRETE POST
 EC1197_STAMPING: 42 173 1987
 EC1197_MARK LOGO: SCGS  
 EC1197_PROJECTION: FLUSH
 EC1197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1197+STABILITY: SURFACE MOTION
 EC1197
 EC1197  HISTORY     - Date     Condition        Report By
 EC1197  HISTORY     - 1987     MONUMENTED       SCGS
 EC1197  HISTORY     - 19881028 GOOD             SCGS
 EC1197
 EC1197                          STATION DESCRIPTION
 EC1197
 EC1197'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1197'2.7 MI NNE FROM CROSS ANCHOR.
 EC1197'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, GO
 EC1197'NORTH NORTHEAST ON HIGHWAY 56 FOR 2.85 MI TO THE MARK ON THE RIGHT,
 EC1197'1.05 MI SOUTHWEST OF THE SOUTH END OF THE BRIDGE OVER THE TYGER
 EC1197'RIVER, 12.5 FT SOUTHEAST OF THE CENTER OF THE HIGHWAY, 125.1 FT
 EC1197'SOUTH SOUTHWEST OF A POWER POLE WITH A REFERENCE WASHER ATTACHED,
 EC1197'24.7 FT NORTH NORTHWEST OF A FENCE CORNER POST WITH A REFERENCE
 EC1197'WASHER ATTACHED, 28.9 FT NORTHEAST OF THE CENTER OF A ENTRANCE DRIVE
 EC1197'TO AN OPEN FIELD.
 EC1197'THE MARK IS 12.5 FT  NW FROM  A WITNESS POST
 EC1197'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1197
 EC1197                          STATION RECOVERY (1988)
 EC1197
 EC1197'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1196 ***********************************************************************
 EC1196  DESIGNATION -  42 174
 EC1196  PID         -  EC1196
 EC1196  STATE/COUNTY-  SC/SPARTANBURG
 EC1196  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1196
 EC1196                         *CURRENT SURVEY CONTROL
 EC1196  ___________________________________________________________________
 EC1196* NAD 83(2001)-  34 41 01.71963(N)    081 50 09.05494(W)     ADJUSTED  
 EC1196* NAVD 88     -       171.825  (meters)     563.73   (feet)  ADJUSTED  
 EC1196  ___________________________________________________________________
 EC1196  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EC1196  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 EC1196  DYNAMIC HT  -         171.656 (meters)     563.17  (feet)  COMP
 EC1196  MODELED GRAV-     979,645.1   (mgal)                       NAVD 88
 EC1196
 EC1196  HORZ ORDER  -  SECOND
 EC1196  VERT ORDER  -  FIRST     CLASS II
 EC1196
 EC1196.The horizontal coordinates were established by classical geodetic methods
 EC1196.and adjusted by the National Geodetic Survey in March 2004..
 EC1196
 EC1196.The orthometric height was determined by differential leveling
 EC1196.and adjusted by the National Geodetic Survey in June 1991..
 EC1196
 EC1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1196
 EC1196.The geoid height was determined by GEOID03.
 EC1196
 EC1196.The dynamic height is computed by dividing the NAVD 88
 EC1196.geopotential number by the normal gravity value computed on the
 EC1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1196.degrees latitude (g = 980.6199 gals.).
 EC1196
 EC1196.The modeled gravity was interpolated from observed gravity values.
 EC1196
 EC1196;                    North         East     Units Scale Factor Converg.
 EC1196;SPC SC       -   316,428.944   533,009.203   MT  0.99995029   -0 27 48.2
 EC1196;SPC SC       - 1,038,152.70  1,748,717.86   iFT  0.99995029   -0 27 48.2
 EC1196;UTM  17      - 3,838,297.637   423,434.233   MT  0.99967225   -0 28 32.4
 EC1196
 EC1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1196!SPC SC       -   0.99997788  x   0.99995029  =   0.99992817
 EC1196!UTM  17      -   0.99997788  x   0.99967225  =   0.99965014
 EC1196
 EC1196                          SUPERSEDED SURVEY CONTROL
 EC1196
 EC1196  NAD 83(1986)-  34 41 01.73024(N)    081 50 09.05995(W) AD(       ) 2
 EC1196  NAVD 88 (10/01/92)  171.82   (m)          563.7    (f) LEVELING    3  
 EC1196  NAVD 88 (07/30/91)  172.26   (m)          565.2    (f) LEVELING    3  
 EC1196  NGVD 29 (09/16/91)  171.954  (m)          564.15   (f) ADJUSTED    1 2
 EC1196
 EC1196.Superseded values are not recommended for survey control.
 EC1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1196.See file dsdata.txt to determine how the superseded data were derived.
 EC1196
 EC1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2343438298(NAD 83)
 EC1196_MARKER: DD = SURVEY DISK
 EC1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1196_SP_SET: CONCRETE POST
 EC1196_STAMPING: 42 174 1987
 EC1196_MARK LOGO: SCGS  
 EC1196_PROJECTION: FLUSH
 EC1196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1196+STABILITY: SURFACE MOTION
 EC1196
 EC1196  HISTORY     - Date     Condition        Report By
 EC1196  HISTORY     - 1987     MONUMENTED       SCGS
 EC1196  HISTORY     - 19881028 GOOD             SCGS
 EC1196
 EC1196                          STATION DESCRIPTION
 EC1196
 EC1196'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1196'3.1 MI NNE FROM CROSS ANCHOR.
 EC1196'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, GO
 EC1196'NORTH ON HIGHWAY 56 FOR 3.25 MI TO THE MARK ON THE RIGHT, 0.65 MI
 EC1196'SOUTHWEST OF THE SOUTH END OF THE BRIDGE OVER THE TYGER RIVER, 31.0
 EC1196'FT SOUTHEAST OF THE CENTER OF THE HIGHWAY, 50.9 FT SOUTH SOUTHWEST
 EC1196'OF A GATE POST WITH A REFERENCE WASHER ATTACHED, 54.7 FT NORTHEAST
 EC1196'OF A FENCE POST WITH A REFERENCE WASHER ATTACHED, 24.5 FT SOUTHEAST
 EC1196'OF A POWER POLE WITH A GUY WIRE ACROSS THE HIGHWAY, 69.2 FT SOUTH OF
 EC1196'THE SOUTH CORNER OF A HEADWALL TO AN 8-INCH PIPE CULVERT UNDER THE
 EC1196'HIGHWAY.
 EC1196'THE MARK IS 3.7 FT  N FROM  A WITNESS POST
 EC1196'THE MARK IS 0.3 FT BELOW THE HIGHWAY.
 EC1196
 EC1196                          STATION RECOVERY (1988)
 EC1196
 EC1196'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1194 ***********************************************************************
 EC1194  DESIGNATION -  42 175
 EC1194  PID         -  EC1194
 EC1194  STATE/COUNTY-  SC/SPARTANBURG
 EC1194  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1194
 EC1194                         *CURRENT SURVEY CONTROL
 EC1194  ___________________________________________________________________
 EC1194* NAD 83(2001)-  34 41 41.11571(N)    081 49 48.46261(W)     ADJUSTED  
 EC1194* NAVD 88     -       149.846  (meters)     491.62   (feet)  ADJUSTED  
 EC1194  ___________________________________________________________________
 EC1194  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EC1194  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 EC1194  DYNAMIC HT  -         149.698 (meters)     491.13  (feet)  COMP
 EC1194  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 EC1194
 EC1194  HORZ ORDER  -  SECOND
 EC1194  VERT ORDER  -  FIRST     CLASS II
 EC1194
 EC1194.The horizontal coordinates were established by classical geodetic methods
 EC1194.and adjusted by the National Geodetic Survey in March 2004..
 EC1194
 EC1194.The orthometric height was determined by differential leveling
 EC1194.and adjusted by the National Geodetic Survey in June 1991..
 EC1194
 EC1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1194
 EC1194.The geoid height was determined by GEOID03.
 EC1194
 EC1194.The dynamic height is computed by dividing the NAVD 88
 EC1194.geopotential number by the normal gravity value computed on the
 EC1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1194.degrees latitude (g = 980.6199 gals.).
 EC1194
 EC1194.The modeled gravity was interpolated from observed gravity values.
 EC1194
 EC1194;                    North         East     Units Scale Factor Converg.
 EC1194;SPC SC       -   317,638.622   533,543.088   MT  0.99995370   -0 27 36.8
 EC1194;SPC SC       - 1,042,121.46  1,750,469.45   iFT  0.99995370   -0 27 36.8
 EC1194;UTM  17      - 3,839,506.862   423,968.228   MT  0.99967125   -0 28 21.1
 EC1194
 EC1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1194!SPC SC       -   0.99998133  x   0.99995370  =   0.99993503
 EC1194!UTM  17      -   0.99998133  x   0.99967125  =   0.99965259
 EC1194
 EC1194                          SUPERSEDED SURVEY CONTROL
 EC1194
 EC1194  NAD 83(1986)-  34 41 41.12640(N)    081 49 48.46883(W) AD(       ) 2
 EC1194  NAVD 88 (10/01/92)  149.85   (m)          491.6    (f) LEVELING    3  
 EC1194  NAVD 88 (07/30/91)  150.28   (m)          493.0    (f) LEVELING    3  
 EC1194  NGVD 29 (09/16/91)  149.973  (m)          492.04   (f) ADJUSTED    1 2
 EC1194
 EC1194.Superseded values are not recommended for survey control.
 EC1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1194.See file dsdata.txt to determine how the superseded data were derived.
 EC1194
 EC1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2396839507(NAD 83)
 EC1194_MARKER: DD = SURVEY DISK
 EC1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1194_SP_SET: CONCRETE POST
 EC1194_STAMPING: 42 175 1987
 EC1194_MARK LOGO: SCGS  
 EC1194_PROJECTION: PROJECTING 3 CENTIMETERS
 EC1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1194+STABILITY: SURFACE MOTION
 EC1194
 EC1194  HISTORY     - Date     Condition        Report By
 EC1194  HISTORY     - 1987     MONUMENTED       SCGS
 EC1194  HISTORY     - 19890901 GOOD             SCGS
 EC1194
 EC1194                          STATION DESCRIPTION
 EC1194
 EC1194'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1194'3.9 MI NNE FROM CROSS ANCHOR.
 EC1194'FROM THE NORTHEAST END OF THE STATE HIGHWAY 56 BRIDGE OVER THE TYGER
 EC1194'RIVER (3.8 MI NORTH NORTHEAST OF CROSS ANCHOR), GO NORTHEASTERLY ON
 EC1194'HIGHWAY 56 FOR 0.1 MI TO THE MARK ON THE RIGHT, 1.4 MI SOUTH OF
 EC1194'THE ENTRANCE TO THE CROSS ANCHOR CORRECTIONAL INSTITUTION, 21.4 FT
 EC1194'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 61.6 FT NORTH
 EC1194'NORTHEAST OF A POWER POLE WITH A GUY WIRE AND A REFERENCE WASHER
 EC1194'ATTACHED, 25.7 FT NORTHEAST OF A SCHOOL BUS SIGN POST, 39.8 FT
 EC1194'SOUTH SOUTHWEST OF A REFERENCE WASHER AT THE EDGE OF THE HIGHWAY.
 EC1194'THE MARK IS 5.3 FT  WSW FROM  A WITNESS POST
 EC1194'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1194
 EC1194                          STATION RECOVERY (1989)
 EC1194
 EC1194'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1114 ***********************************************************************
 EC1114  DESIGNATION -  42 176
 EC1114  PID         -  EC1114
 EC1114  STATE/COUNTY-  SC/SPARTANBURG
 EC1114  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1114
 EC1114                         *CURRENT SURVEY CONTROL
 EC1114  ___________________________________________________________________
 EC1114* NAD 83(2001)-  34 38 33.84038(N)    081 51 28.70185(W)     ADJUSTED  
 EC1114* NAVD 88     -       204.245  (meters)     670.09   (feet)  ADJUSTED  
 EC1114  ___________________________________________________________________
 EC1114  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 EC1114  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 EC1114  DYNAMIC HT  -         204.043 (meters)     669.43  (feet)  COMP
 EC1114  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 EC1114
 EC1114  HORZ ORDER  -  SECOND
 EC1114  VERT ORDER  -  FIRST     CLASS II
 EC1114
 EC1114.The horizontal coordinates were established by classical geodetic methods
 EC1114.and adjusted by the National Geodetic Survey in March 2004..
 EC1114
 EC1114.The orthometric height was determined by differential leveling
 EC1114.and adjusted by the National Geodetic Survey in June 1991..
 EC1114
 EC1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1114
 EC1114.The geoid height was determined by GEOID03.
 EC1114
 EC1114.The dynamic height is computed by dividing the NAVD 88
 EC1114.geopotential number by the normal gravity value computed on the
 EC1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1114.degrees latitude (g = 980.6199 gals.).
 EC1114
 EC1114.The modeled gravity was interpolated from observed gravity values.
 EC1114
 EC1114;                    North         East     Units Scale Factor Converg.
 EC1114;SPC SC       -   311,889.053   530,944.133   MT  0.99993784   -0 28 32.4
 EC1114;SPC SC       - 1,023,258.05  1,741,942.69   iFT  0.99993784   -0 28 32.4
 EC1114;UTM  17      - 3,833,759.410   421,368.756   MT  0.99967621   -0 29 15.9
 EC1114
 EC1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1114!SPC SC       -   0.99997277  x   0.99993784  =   0.99991061
 EC1114!UTM  17      -   0.99997277  x   0.99967621  =   0.99964899
 EC1114
 EC1114:                Primary Azimuth Mark                     Grid Az
 EC1114:SPC SC       -  CROSS ANCHOR EMRWD WT TK VENT            006 21 59.4
 EC1114:UTM  17      -  CROSS ANCHOR EMRWD WT TK VENT            006 22 42.9
 EC1114
 EC1114|---------------------------------------------------------------------|
 EC1114| PID    Reference Object                     Distance      Geod. Az  |
 EC1114|                                                           dddmmss.s |
 EC1114| EC2529 CROSS ANCHOR EMRWD WT TK VENT       APPROX. 0.7 KM 0055327.0 |
 EC1114| EC2577 TP SPA 14                           415.022 METERS 2492408.9 |
 EC1114|---------------------------------------------------------------------|
 EC1114
 EC1114                          SUPERSEDED SURVEY CONTROL
 EC1114
 EC1114  NAD 83(1986)-  34 38 33.84971(N)    081 51 28.70572(W) AD(       ) 2
 EC1114  NAVD 88 (10/01/92)  204.25   (m)          670.1    (f) LEVELING    3  
 EC1114  NAVD 88 (07/30/91)  204.68   (m)          671.5    (f) LEVELING    3  
 EC1114  NGVD 29 (09/16/91)  204.376  (m)          670.52   (f) ADJUSTED    1 2
 EC1114
 EC1114.Superseded values are not recommended for survey control.
 EC1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1114.See file dsdata.txt to determine how the superseded data were derived.
 EC1114
 EC1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2136933759(NAD 83)
 EC1114_MARKER: DD = SURVEY DISK
 EC1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1114_SP_SET: CONCRETE POST
 EC1114_STAMPING: 42 176 1987
 EC1114_MARK LOGO: SCGS  
 EC1114_PROJECTION: FLUSH
 EC1114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1114+STABILITY: SURFACE MOTION
 EC1114
 EC1114  HISTORY     - Date     Condition        Report By
 EC1114  HISTORY     - 1987     MONUMENTED       SCGS
 EC1114  HISTORY     - 19871016 GOOD             SCGS
 EC1114
 EC1114                          STATION DESCRIPTION
 EC1114
 EC1114'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1114'IN CROSS ANCHOR.
 EC1114'AT THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, IN THE
 EC1114'SOUTHEAST ANGLE OF THE JUNCTION, 26.0 FT EAST NORTHEAST OF THE
 EC1114'CENTER OF HIGHWAY 56, 28.6 FT SOUTH SOUTHEAST OF THE CENTER OF
 EC1114'HIGHWAY 49, 101.3 FT NORTHWEST OF THE WEST CORNER OF AN ABANDONED
 EC1114'GAS STATION, 30.1 FT WEST SOUTHWEST OF A POWER POLE NUMBER 3
 EC1114'WITH A STREET LIGHT.
 EC1114'THE MARK IS 3.4 FT  NW FROM  A WITNESS POST
 EC1114'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 EC1114
 EC1114                          STATION RECOVERY (1987)
 EC1114
 EC1114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1116 ***********************************************************************
 EC1116  DESIGNATION -  42 177
 EC1116  PID         -  EC1116
 EC1116  STATE/COUNTY-  SC/SPARTANBURG
 EC1116  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1116
 EC1116                         *CURRENT SURVEY CONTROL
 EC1116  ___________________________________________________________________
 EC1116* NAD 83(2001)-  34 38 23.80618(N)    081 51 58.46792(W)     ADJUSTED  
 EC1116* NAVD 88     -       200.856  (meters)     658.98   (feet)  ADJUSTED  
 EC1116  ___________________________________________________________________
 EC1116  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EC1116  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 EC1116  DYNAMIC HT  -         200.658 (meters)     658.33  (feet)  COMP
 EC1116  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 EC1116
 EC1116  HORZ ORDER  -  SECOND
 EC1116  VERT ORDER  -  FIRST     CLASS II
 EC1116
 EC1116.The horizontal coordinates were established by classical geodetic methods
 EC1116.and adjusted by the National Geodetic Survey in March 2004..
 EC1116
 EC1116.The orthometric height was determined by differential leveling
 EC1116.and adjusted by the National Geodetic Survey in June 1991..
 EC1116
 EC1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1116
 EC1116.The geoid height was determined by GEOID03.
 EC1116
 EC1116.The dynamic height is computed by dividing the NAVD 88
 EC1116.geopotential number by the normal gravity value computed on the
 EC1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1116.degrees latitude (g = 980.6199 gals.).
 EC1116
 EC1116.The modeled gravity was interpolated from observed gravity values.
 EC1116
 EC1116;                    North         East     Units Scale Factor Converg.
 EC1116;SPC SC       -   311,586.202   530,183.546   MT  0.99993701   -0 28 48.9
 EC1116;SPC SC       - 1,022,264.44  1,739,447.33   iFT  0.99993701   -0 28 48.9
 EC1116;UTM  17      - 3,833,456.799   420,608.303   MT  0.99967769   -0 29 32.7
 EC1116
 EC1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1116!SPC SC       -   0.99997330  x   0.99993701  =   0.99991032
 EC1116!UTM  17      -   0.99997330  x   0.99967769  =   0.99965100
 EC1116
 EC1116                          SUPERSEDED SURVEY CONTROL
 EC1116
 EC1116  NAD 83(1986)-  34 38 23.81602(N)    081 51 58.47217(W) AD(       ) 2
 EC1116  NAVD 88 (10/01/92)  200.86   (m)          659.0    (f) LEVELING    3  
 EC1116  NAVD 88 (07/30/91)  201.29   (m)          660.4    (f) LEVELING    3  
 EC1116  NGVD 29 (09/16/91)  200.987  (m)          659.40   (f) ADJUSTED    1 2
 EC1116
 EC1116.Superseded values are not recommended for survey control.
 EC1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1116.See file dsdata.txt to determine how the superseded data were derived.
 EC1116
 EC1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2060833457(NAD 83)
 EC1116_MARKER: DD = SURVEY DISK
 EC1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1116_SP_SET: CONCRETE POST
 EC1116_STAMPING: 42 177 1987
 EC1116_MARK LOGO: SCGS  
 EC1116_PROJECTION: FLUSH
 EC1116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1116+STABILITY: SURFACE MOTION
 EC1116
 EC1116  HISTORY     - Date     Condition        Report By
 EC1116  HISTORY     - 1987     MONUMENTED       SCGS
 EC1116  HISTORY     - 19871019 GOOD             SCGS
 EC1116
 EC1116                          STATION DESCRIPTION
 EC1116
 EC1116'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1116'0.5 MI WSW FROM CROSS ANCHOR.
 EC1116'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, GO WEST
 EC1116'SOUTHWEST ON HIGHWAY 49 FOR 0.5 MI TO A GRASSY ROAD ON THE RIGHT
 EC1116'AND THE MARK, 56.1 FT NORTHWEST OF THE CENTER OF THE HIGHWAY, 5.7
 EC1116'FT SOUTHWEST OF THE CENTER OF THE GRASSY ROAD, 17.2 FT WEST
 EC1116'SOUTHWEST OF A REFERENCE WASHER IN A 25-INCH PECAN TREE, 41.3 FT
 EC1116'WEST OF A REFERENCE WASHER IN A POWER POLE, 18.0 FT EAST SOUTHEAST
 EC1116'OF A REFERENCE WASHER IN A 24-INCH OAK TREE.
 EC1116'THE MARK IS 2.5 FT  E FROM  A WITNESS POST
 EC1116'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1116
 EC1116                          STATION RECOVERY (1987)
 EC1116
 EC1116'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1117 ***********************************************************************
 EC1117  DESIGNATION -  42 178
 EC1117  PID         -  EC1117
 EC1117  STATE/COUNTY-  SC/SPARTANBURG
 EC1117  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1117
 EC1117                         *CURRENT SURVEY CONTROL
 EC1117  ___________________________________________________________________
 EC1117* NAD 83(2001)-  34 38 00.54496(N)    081 52 17.79956(W)     ADJUSTED  
 EC1117* NAVD 88     -       188.650  (meters)     618.93   (feet)  ADJUSTED  
 EC1117  ___________________________________________________________________
 EC1117  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EC1117  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 EC1117  DYNAMIC HT  -         188.463 (meters)     618.32  (feet)  COMP
 EC1117  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 EC1117
 EC1117  HORZ ORDER  -  SECOND
 EC1117  VERT ORDER  -  FIRST     CLASS II
 EC1117
 EC1117.The horizontal coordinates were established by classical geodetic methods
 EC1117.and adjusted by the National Geodetic Survey in March 2004..
 EC1117
 EC1117.The orthometric height was determined by differential leveling
 EC1117.and adjusted by the National Geodetic Survey in June 1991..
 EC1117
 EC1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1117
 EC1117.The geoid height was determined by GEOID03.
 EC1117
 EC1117.The dynamic height is computed by dividing the NAVD 88
 EC1117.geopotential number by the normal gravity value computed on the
 EC1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1117.degrees latitude (g = 980.6199 gals.).
 EC1117
 EC1117.The modeled gravity was interpolated from observed gravity values.
 EC1117
 EC1117;                    North         East     Units Scale Factor Converg.
 EC1117;SPC SC       -   310,873.619   529,685.204   MT  0.99993511   -0 28 59.6
 EC1117;SPC SC       - 1,019,926.57  1,737,812.35   iFT  0.99993511   -0 28 59.6
 EC1117;UTM  17      - 3,832,744.505   420,109.938   MT  0.99967867   -0 29 43.4
 EC1117
 EC1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1117!SPC SC       -   0.99997522  x   0.99993511  =   0.99991033
 EC1117!UTM  17      -   0.99997522  x   0.99967867  =   0.99965390
 EC1117
 EC1117                          SUPERSEDED SURVEY CONTROL
 EC1117
 EC1117  NAD 83(1986)-  34 38 00.55483(N)    081 52 17.80404(W) AD(       ) 2
 EC1117  NAVD 88 (10/01/92)  188.65   (m)          618.9    (f) LEVELING    3  
 EC1117  NAVD 88 (07/30/91)  189.08   (m)          620.3    (f) LEVELING    3  
 EC1117  NGVD 29 (09/16/91)  188.781  (m)          619.36   (f) ADJUSTED    1 2
 EC1117
 EC1117.Superseded values are not recommended for survey control.
 EC1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1117.See file dsdata.txt to determine how the superseded data were derived.
 EC1117
 EC1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2011032745(NAD 83)
 EC1117_MARKER: DD = SURVEY DISK
 EC1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1117_SP_SET: CONCRETE POST
 EC1117_STAMPING: 42 178 1987
 EC1117_MARK LOGO: SCGS  
 EC1117_PROJECTION: FLUSH
 EC1117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1117+STABILITY: SURFACE MOTION
 EC1117
 EC1117  HISTORY     - Date     Condition        Report By
 EC1117  HISTORY     - 1987     MONUMENTED       SCGS
 EC1117  HISTORY     - 19871019 GOOD             SCGS
 EC1117
 EC1117                          STATION DESCRIPTION
 EC1117
 EC1117'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1117'2.0 MI WSW FROM CROSS ANCHOR.
 EC1117'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, GO WEST
 EC1117'SOUTHWEST ON HIGHWAY 49 FOR 1.05 MI TO THE JUNCTION OF TWO PAVED
 EC1117'ROADS AND A CEMETARY ON THE LEFT, AND THE MARK IN THE VEE OF THE
 EC1117'JUNCTION, 43.7 FT SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 EC1117'27.1 FT NORTHWEST OF THE CENTER OF THE PAVED ROAD (NEW HOPE CHURCH
 EC1117'ROAD), 26.0 FT SOUTH SOUTHWEST OF A REFERENCE WASHER IN A POWER
 EC1117'POLE, 129.0 FT WEST SOUTHWEST OF THE CENTER OF THE PAVED ROAD (COX
 EC1117'ROAD).
 EC1117'THE MARK IS 0.9 FT  NW FROM  A WITNESS POST
 EC1117'THE MARK IS ABOVE LEVEL WITH HIGHWAY 49.
 EC1117
 EC1117                          STATION RECOVERY (1987)
 EC1117
 EC1117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1117'TP SPA 15                     WSW              A0.281 KM21453561
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1118 ***********************************************************************
 EC1118  DESIGNATION -  42 179
 EC1118  PID         -  EC1118
 EC1118  STATE/COUNTY-  SC/SPARTANBURG
 EC1118  USGS QUAD   -  ENOREE (1969)
 EC1118
 EC1118                         *CURRENT SURVEY CONTROL
 EC1118  ___________________________________________________________________
 EC1118* NAD 83(2001)-  34 37 54.64349(N)    081 52 46.86643(W)     ADJUSTED  
 EC1118* NAVD 88     -       180.662  (meters)     592.72   (feet)  ADJUSTED  
 EC1118  ___________________________________________________________________
 EC1118  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 EC1118  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 EC1118  DYNAMIC HT  -         180.483 (meters)     592.13  (feet)  COMP
 EC1118  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 EC1118
 EC1118  HORZ ORDER  -  SECOND
 EC1118  VERT ORDER  -  FIRST     CLASS II
 EC1118
 EC1118.The horizontal coordinates were established by classical geodetic methods
 EC1118.and adjusted by the National Geodetic Survey in March 2004..
 EC1118
 EC1118.The orthometric height was determined by differential leveling
 EC1118.and adjusted by the National Geodetic Survey in June 1991..
 EC1118
 EC1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1118
 EC1118.The geoid height was determined by GEOID03.
 EC1118
 EC1118.The dynamic height is computed by dividing the NAVD 88
 EC1118.geopotential number by the normal gravity value computed on the
 EC1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1118.degrees latitude (g = 980.6199 gals.).
 EC1118
 EC1118.The modeled gravity was interpolated from observed gravity values.
 EC1118
 EC1118;                    North         East     Units Scale Factor Converg.
 EC1118;SPC SC       -   310,698.056   528,943.386   MT  0.99993462   -0 29 15.7
 EC1118;SPC SC       - 1,019,350.58  1,735,378.56   iFT  0.99993462   -0 29 15.7
 EC1118;UTM  17      - 3,832,569.146   419,368.273   MT  0.99968013   -0 29 59.8
 EC1118
 EC1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1118!SPC SC       -   0.99997647  x   0.99993462  =   0.99991109
 EC1118!UTM  17      -   0.99997647  x   0.99968013  =   0.99965661
 EC1118
 EC1118                          SUPERSEDED SURVEY CONTROL
 EC1118
 EC1118  NAD 83(1986)-  34 37 54.65328(N)    081 52 46.87100(W) AD(       ) 2
 EC1118  NAVD 88 (10/01/92)  180.66   (m)          592.7    (f) LEVELING    3  
 EC1118  NAVD 88 (07/30/91)  181.10   (m)          594.2    (f) LEVELING    3  
 EC1118  NGVD 29 (09/16/91)  180.792  (m)          593.15   (f) ADJUSTED    1 2
 EC1118
 EC1118.Superseded values are not recommended for survey control.
 EC1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1118.See file dsdata.txt to determine how the superseded data were derived.
 EC1118
 EC1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1936832569(NAD 83)
 EC1118_MARKER: DD = SURVEY DISK
 EC1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1118_SP_SET: CONCRETE POST
 EC1118_STAMPING: 42 179 1987
 EC1118_MARK LOGO: SCGS  
 EC1118_PROJECTION: PROJECTING 18 CENTIMETERS
 EC1118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1118+STABILITY: SURFACE MOTION
 EC1118
 EC1118  HISTORY     - Date     Condition        Report By
 EC1118  HISTORY     - 1987     MONUMENTED       SCGS
 EC1118  HISTORY     - 19871020 GOOD             SCGS
 EC1118
 EC1118                          STATION DESCRIPTION
 EC1118
 EC1118'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1118'1.5 MI WSW FROM CROSS ANCHOR.
 EC1118'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, GO WEST
 EC1118'SOUTHWEST ON HIGHWAY 49 FOR 1.5 MI TO THE MARK ON THE RIGHT, AT THE
 EC1118'TOP OF A HILL, 0.6 MI EAST NORTHEAST OF THE JUNCTION OF STATE
 EC1118'HIGHWAY 92, 26.7 FT NORTH OF THE CENTER OF THE HIGHWAY, 74.9 FT
 EC1118'NORTHWEST OF A REFERENCE WASHER IN A 10-INCH PINE TREE, 29.0 FT EAST
 EC1118'OF A REFERENCE WASHER IN A POWER POLE, 86.4 FT NORTHEAST OF A
 EC1118'REFERENCE WASHER IN A 15-INCH WATER OAK TREE.
 EC1118'THE MARK IS 0.7 FT  WNW FROM  A WITNESS POST
 EC1118'THE MARK IS 6.0 FT ABOVE THE HIGHWAY.
 EC1118
 EC1118                          STATION RECOVERY (1987)
 EC1118
 EC1118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1119 ***********************************************************************
 EC1119  DESIGNATION -  42 180
 EC1119  PID         -  EC1119
 EC1119  STATE/COUNTY-  SC/SPARTANBURG
 EC1119  USGS QUAD   -  ENOREE (1969)
 EC1119
 EC1119                         *CURRENT SURVEY CONTROL
 EC1119  ___________________________________________________________________
 EC1119* NAD 83(2001)-  34 37 42.39732(N)    081 53 28.49242(W)     ADJUSTED  
 EC1119* NAVD 88     -       169.963  (meters)     557.62   (feet)  ADJUSTED  
 EC1119  ___________________________________________________________________
 EC1119  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 EC1119  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 EC1119  DYNAMIC HT  -         169.794 (meters)     557.07  (feet)  COMP
 EC1119  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 EC1119
 EC1119  HORZ ORDER  -  SECOND
 EC1119  VERT ORDER  -  FIRST     CLASS II
 EC1119
 EC1119.The horizontal coordinates were established by classical geodetic methods
 EC1119.and adjusted by the National Geodetic Survey in March 2004..
 EC1119
 EC1119.The orthometric height was determined by differential leveling
 EC1119.and adjusted by the National Geodetic Survey in June 1991..
 EC1119
 EC1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1119
 EC1119.The geoid height was determined by GEOID03.
 EC1119
 EC1119.The dynamic height is computed by dividing the NAVD 88
 EC1119.geopotential number by the normal gravity value computed on the
 EC1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1119.degrees latitude (g = 980.6199 gals.).
 EC1119
 EC1119.The modeled gravity was interpolated from observed gravity values.
 EC1119
 EC1119;                    North         East     Units Scale Factor Converg.
 EC1119;SPC SC       -   310,329.813   527,879.990   MT  0.99993363   -0 29 38.8
 EC1119;SPC SC       - 1,018,142.43  1,731,889.73   iFT  0.99993363   -0 29 38.8
 EC1119;UTM  17      - 3,832,201.224   418,305.066   MT  0.99968226   -0 30 23.3
 EC1119
 EC1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1119!SPC SC       -   0.99997815  x   0.99993363  =   0.99991178
 EC1119!UTM  17      -   0.99997815  x   0.99968226  =   0.99966042
 EC1119
 EC1119                          SUPERSEDED SURVEY CONTROL
 EC1119
 EC1119  NAD 83(1986)-  34 37 42.40685(N)    081 53 28.49693(W) AD(       ) 2
 EC1119  NAVD 88 (10/01/92)  169.96   (m)          557.6    (f) LEVELING    3  
 EC1119  NAVD 88 (07/30/91)  170.40   (m)          559.1    (f) LEVELING    3  
 EC1119  NGVD 29 (09/16/91)  170.093  (m)          558.05   (f) ADJUSTED    1 2
 EC1119
 EC1119.Superseded values are not recommended for survey control.
 EC1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1119.See file dsdata.txt to determine how the superseded data were derived.
 EC1119
 EC1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1830532201(NAD 83)
 EC1119_MARKER: DD = SURVEY DISK
 EC1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1119_SP_SET: CONCRETE POST
 EC1119_STAMPING: 42 180 1987
 EC1119_MARK LOGO: SCGS  
 EC1119_PROJECTION: FLUSH
 EC1119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1119+STABILITY: SURFACE MOTION
 EC1119
 EC1119  HISTORY     - Date     Condition        Report By
 EC1119  HISTORY     - 1987     MONUMENTED       SCGS
 EC1119  HISTORY     - 19871019 GOOD             SCGS
 EC1119
 EC1119                          STATION DESCRIPTION
 EC1119
 EC1119'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1119'2.2 MI WSW FROM CROSS ANCHOR.
 EC1119'AT THE JUNCTION OF STATE HIGHWAYS 49 AND 92 (2.2 MI WEST SOUTHWEST
 EC1119'OF CROSS ANCHOR), IN THE VEE OF THE JUNCTION, 36.2 FT SOUTH
 EC1119'SOUTHEAST OF THE CENTER OF HIGHWAY 92, 39.4 FT EAST OF A STOP SIGN
 EC1119'POST ON THE RIGHT OF WAY OF HIGHWAY 92, 36.3 FT NORTHWEST OF THE
 EC1119'CENTER OF HIGHWAY 49.
 EC1119'THE MARK IS 6.7 FT  E FROM  A WITNESS POST
 EC1119'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 EC1119
 EC1119                          STATION RECOVERY (1987)
 EC1119
 EC1119'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1094 ***********************************************************************
 EC1094  CBN         -  This is a Cooperative Base Network Control Station.
 EC1094  DESIGNATION -  42 181
 EC1094  PID         -  EC1094
 EC1094  STATE/COUNTY-  SC/SPARTANBURG
 EC1094  USGS QUAD   -  ORA (1983)
 EC1094
 EC1094                         *CURRENT SURVEY CONTROL
 EC1094  ___________________________________________________________________
 EC1094* NAD 83(2001)-  34 37 02.59696(N)    081 54 06.03131(W)     ADJUSTED  
 EC1094* NAVD 88     -       169.311  (meters)     555.48   (feet)  ADJUSTED  
 EC1094  ___________________________________________________________________
 EC1094  X           -     740,251.525 (meters)                     COMP
 EC1094  Y           -  -5,202,368.813 (meters)                     COMP
 EC1094  Z           -   3,603,095.000 (meters)                     COMP
 EC1094  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 EC1094  ELLIP HEIGHT-         138.58  (meters)          (01/30/03) GPS OBS
 EC1094  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 EC1094  DYNAMIC HT  -         169.143 (meters)     554.93  (feet)  COMP
 EC1094  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 EC1094
 EC1094  HORZ ORDER  -  B
 EC1094  VERT ORDER  -  FIRST     CLASS II
 EC1094  ELLP ORDER  -  FOURTH    CLASS II
 EC1094
 EC1094.The horizontal coordinates were established by GPS observations
 EC1094.and adjusted by the National Geodetic Survey in January 2003..
 EC1094
 EC1094.The orthometric height was determined by differential leveling
 EC1094.and adjusted by the National Geodetic Survey in June 1991..
 EC1094
 EC1094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC1094
 EC1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1094
 EC1094.The ellipsoidal height was determined by GPS observations
 EC1094.and is referenced to NAD 83.
 EC1094
 EC1094.The geoid height was determined by GEOID03.
 EC1094
 EC1094.The dynamic height is computed by dividing the NAVD 88
 EC1094.geopotential number by the normal gravity value computed on the
 EC1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1094.degrees latitude (g = 980.6199 gals.).
 EC1094
 EC1094.The modeled gravity was interpolated from observed gravity values.
 EC1094
 EC1094;                    North         East     Units Scale Factor Converg.
 EC1094;SPC SC       -   309,111.792   526,913.203   MT  0.99993041   -0 29 59.6
 EC1094;SPC SC       - 1,014,146.30  1,728,717.86   iFT  0.99993041   -0 29 59.6
 EC1094;UTM  17      - 3,830,983.715   417,338.256   MT  0.99968422   -0 30 44.2
 EC1094
 EC1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1094!SPC SC       -   0.99997825  x   0.99993041  =   0.99990866
 EC1094!UTM  17      -   0.99997825  x   0.99968422  =   0.99966247
 EC1094
 EC1094                          SUPERSEDED SURVEY CONTROL
 EC1094
 EC1094  NAD 83(1995)-  34 37 02.59696(N)    081 54 06.03117(W) AD(       ) B
 EC1094  ELLIP H (09/11/96)  138.59   (m)                       GP(       ) 4 1
 EC1094  NAD 83(1986)-  34 37 02.60609(N)    081 54 06.03548(W) AD(       ) 1
 EC1094  NAVD 88 (10/01/92)  169.31   (m)          555.5    (f) LEVELING    3  
 EC1094  NAVD 88 (10/17/91)  169.78   (m)          557.0    (f) LEVELING    3  
 EC1094  NAVD 88 (07/30/91)  169.75   (m)          556.9    (f) LEVELING    3  
 EC1094  NGVD 29 (09/16/91)  169.441  (m)          555.91   (f) ADJUSTED    1 2
 EC1094
 EC1094.Superseded values are not recommended for survey control.
 EC1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1094.See file dsdata.txt to determine how the superseded data were derived.
 EC1094
 EC1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1733830984(NAD 83)
 EC1094_MARKER: DD = SURVEY DISK
 EC1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1094_SP_SET: CONCRETE POST
 EC1094_STAMPING: 42 181 1987
 EC1094_MARK LOGO: SCGS  
 EC1094_PROJECTION: RECESSED 3 CENTIMETERS
 EC1094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1094+STABILITY: SURFACE MOTION
 EC1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1094+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 EC1094
 EC1094  HISTORY     - Date     Condition        Report By
 EC1094  HISTORY     - 1987     MONUMENTED       SCGS
 EC1094  HISTORY     - 19871020 GOOD             SCGS
 EC1094  HISTORY     - 19900911 GOOD             SCGS
 EC1094  HISTORY     - 19910207 GOOD
 EC1094  HISTORY     - 19950202 GOOD             SCGS
 EC1094  HISTORY     - 19960305 GOOD             SCGS
 EC1094  HISTORY     - 19980723 GOOD             SCGS
 EC1094  HISTORY     - 20030221 GOOD             SCGS
 EC1094
 EC1094                          STATION DESCRIPTION
 EC1094
 EC1094'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1094'3.1 MI WSW FROM CROSS ANCHOR.
 EC1094'THE MARK IS ABOVE LEVEL WITH HIGHWAY 49.
 EC1094'LOCATED NEAR THE SOUTHWEST CORNER OF THE STATE HIGHWAY 49 OVERPASS AT
 EC1094'THE JUNCTION OF INTERSTATE HIGHWAY 26, 3.1 MI WEST SOUTHWEST OF
 EC1094'CROSS ANCHOR, IN THE SHOULDER BEHIND THE GUARD RAIL, 95.1 FT SOUTH
 EC1094'OF A POWER POLE WITH A REFERENCE WASHER ATTACHED, 7.6 FT NORTH
 EC1094'OF THE SOUTHWEST CORNER OF THE BRIDGE, 22.7 FT WEST SOUTHWEST OF THE
 EC1094'THIRD GUARD RAIL POST FROM THE WEST END OF THE BRIDGE WITH A REFERENCE
 EC1094'WASHER ATTACHED, 22.7 FT WEST NORTHWEST OF THE CENTER OF HIGHWAY 49.
 EC1094'THE MARK IS 7.5 FT  WNW FROM  A WITNESS POST
 EC1094
 EC1094                          STATION RECOVERY (1987)
 EC1094
 EC1094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1094'RECOVERED IN GOOD CONDITION.
 EC1094
 EC1094                          STATION RECOVERY (1990)
 EC1094
 EC1094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1094'STATION IS LOCATED BEHIND A GUARDRAIL NEAR THE SOUTHWEST CORNER OF THE
 EC1094'JUNCTION OVERPASS OF STATE HIGHWAY 49 AND INTERSTATE 26 (3.05 MI
 EC1094'SOUTHWEST OF CROSS ANCHOR, 4.3 MI (6.9 KM) SOUTHEAST OF ENOREE).
 EC1094'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC1094'COLUMBIA, SC, PHONE 803-737-1350.
 EC1094'STATION IS A CONCRETE POST RECESSED 1-INCH AND 0.5 FT (0.2 M) BELOW
 EC1094'HIGHWAY 49, 3.3 FT (1.0 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 EC1094'SOUTHWEST WINGWALL OF THE OVERPASS, 95.6 FT (29.1 M) NORTH OF A POWER
 EC1094'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 7.7 FT (2.3 M) SOUTHEAST
 EC1094'OF A WITNESS POST.
 EC1094'RECOVERED BY T. HALL.
 EC1094
 EC1094                          STATION RECOVERY (1991)
 EC1094
 EC1094'RECOVERED 1991
 EC1094'RECOVERED IN GOOD CONDITION.
 EC1094
 EC1094                          STATION RECOVERY (1995)
 EC1094
 EC1094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 EC1094'RECOVERED AS DESCRIBED.
 EC1094
 EC1094                          STATION RECOVERY (1996)
 EC1094
 EC1094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 EC1094'RECOVERED AS DESCRIBED.
 EC1094
 EC1094                          STATION RECOVERY (1998)
 EC1094
 EC1094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 EC1094'RECOVERED AS DESCRIBED.
 EC1094
 EC1094                          STATION RECOVERY (2003)
 EC1094
 EC1094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 EC1094'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1195 ***********************************************************************
 EC1195  DESIGNATION -  42 182
 EC1195  PID         -  EC1195
 EC1195  STATE/COUNTY-  SC/SPARTANBURG
 EC1195  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1195
 EC1195                         *CURRENT SURVEY CONTROL
 EC1195  ___________________________________________________________________
 EC1195* NAD 83(2001)-  34 41 24.71196(N)    081 50 02.11926(W)     ADJUSTED  
 EC1195* NAVD 88     -       155.160  (meters)     509.05   (feet)  ADJUSTED  
 EC1195  ___________________________________________________________________
 EC1195  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 EC1195  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 EC1195  DYNAMIC HT  -         155.007 (meters)     508.55  (feet)  COMP
 EC1195  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 EC1195
 EC1195  HORZ ORDER  -  SECOND
 EC1195  VERT ORDER  -  FIRST     CLASS II
 EC1195
 EC1195.The horizontal coordinates were established by classical geodetic methods
 EC1195.and adjusted by the National Geodetic Survey in March 2004..
 EC1195
 EC1195.The orthometric height was determined by differential leveling
 EC1195.and adjusted by the National Geodetic Survey in June 1991..
 EC1195
 EC1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1195
 EC1195.The geoid height was determined by GEOID03.
 EC1195
 EC1195.The dynamic height is computed by dividing the NAVD 88
 EC1195.geopotential number by the normal gravity value computed on the
 EC1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1195.degrees latitude (g = 980.6199 gals.).
 EC1195
 EC1195.The modeled gravity was interpolated from observed gravity values.
 EC1195
 EC1195;                    North         East     Units Scale Factor Converg.
 EC1195;SPC SC       -   317,135.974   533,191.453   MT  0.99995227   -0 27 44.4
 EC1195;SPC SC       - 1,040,472.36  1,749,315.79   iFT  0.99995227   -0 27 44.4
 EC1195;UTM  17      - 3,839,004.431   423,616.584   MT  0.99967191   -0 28 28.7
 EC1195
 EC1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1195!SPC SC       -   0.99998050  x   0.99995227  =   0.99993277
 EC1195!UTM  17      -   0.99998050  x   0.99967191  =   0.99965241
 EC1195
 EC1195                          SUPERSEDED SURVEY CONTROL
 EC1195
 EC1195  NAD 83(1986)-  34 41 24.72248(N)    081 50 02.12504(W) AD(       ) 2
 EC1195  NAVD 88 (10/01/92)  155.16   (m)          509.1    (f) LEVELING    3  
 EC1195  NAVD 88 (07/30/91)  155.59   (m)          510.5    (f) LEVELING    3  
 EC1195  NGVD 29 (09/16/91)  155.288  (m)          509.47   (f) ADJUSTED    1 2
 EC1195
 EC1195.Superseded values are not recommended for survey control.
 EC1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1195.See file dsdata.txt to determine how the superseded data were derived.
 EC1195
 EC1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2361739004(NAD 83)
 EC1195_MARKER: DD = SURVEY DISK
 EC1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1195_SP_SET: CONCRETE POST
 EC1195_STAMPING: 42 182 1987
 EC1195_MARK LOGO: SCGS  
 EC1195_PROJECTION: FLUSH
 EC1195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1195+STABILITY: SURFACE MOTION
 EC1195
 EC1195  HISTORY     - Date     Condition        Report By
 EC1195  HISTORY     - 1987     MONUMENTED       SCGS
 EC1195  HISTORY     - 19881028 GOOD             SCGS
 EC1195
 EC1195                          STATION DESCRIPTION
 EC1195
 EC1195'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1195'3.5 MI NNE FROM CROSS ANCHOR.
 EC1195'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, GO
 EC1195'NORTH ON HIGHWAY 56 FOR 3.7 MI TO THE MARK ON THE LEFT IN THE WEST
 EC1195'ANGLE OF STATE ROAD 203, 0.2 MI SOUTHWEST OF THE SOUTH END OF THE
 EC1195'BRIDGE OVER THE TYGER RIVER, 20.0 FT WEST NORTHWEST OF THE CENTER OF
 EC1195'THE HIGHWAY, 75.0 FT NORTH NORTHEAST OF A POWER POLE WITH A
 EC1195'REFERENCE WASHER ATTACHED, 42.4 FT SOUTH SOUTHWEST OF THE JUNCTION
 EC1195'OF HIGHWAY 56 AND ROAD 203.
 EC1195'THE MARK IS 8.0 FT  ESE FROM  A WITNESS POST
 EC1195'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1195
 EC1195                          STATION RECOVERY (1988)
 EC1195
 EC1195'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1191 ***********************************************************************
 EC1191  DESIGNATION -  42 183
 EC1191  PID         -  EC1191
 EC1191  STATE/COUNTY-  SC/SPARTANBURG
 EC1191  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1191
 EC1191                         *CURRENT SURVEY CONTROL
 EC1191  ___________________________________________________________________
 EC1191* NAD 83(2001)-  34 43 07.46886(N)    081 49 36.26833(W)     ADJUSTED  
 EC1191* NAVD 88     -       177.280  (meters)     581.63   (feet)  ADJUSTED  
 EC1191  ___________________________________________________________________
 EC1191  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 EC1191  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 EC1191  DYNAMIC HT  -         177.105 (meters)     581.05  (feet)  COMP
 EC1191  MODELED GRAV-     979,647.2   (mgal)                       NAVD 88
 EC1191
 EC1191  HORZ ORDER  -  SECOND
 EC1191  VERT ORDER  -  FIRST     CLASS II
 EC1191
 EC1191.The horizontal coordinates were established by classical geodetic methods
 EC1191.and adjusted by the National Geodetic Survey in March 2004..
 EC1191
 EC1191.The orthometric height was determined by differential leveling
 EC1191.and adjusted by the National Geodetic Survey in June 1991..
 EC1191
 EC1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1191
 EC1191.The geoid height was determined by GEOID03.
 EC1191
 EC1191.The dynamic height is computed by dividing the NAVD 88
 EC1191.geopotential number by the normal gravity value computed on the
 EC1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1191.degrees latitude (g = 980.6199 gals.).
 EC1191
 EC1191.The modeled gravity was interpolated from observed gravity values.
 EC1191
 EC1191;                    North         East     Units Scale Factor Converg.
 EC1191;SPC SC       -   320,296.937   533,874.714   MT  0.99996129   -0 27 30.0
 EC1191;SPC SC       - 1,050,842.97  1,751,557.46   iFT  0.99996129   -0 27 30.0
 EC1191;UTM  17      - 3,842,164.343   424,300.335   MT  0.99967063   -0 28 15.2
 EC1191
 EC1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1191!SPC SC       -   0.99997704  x   0.99996129  =   0.99993833
 EC1191!UTM  17      -   0.99997704  x   0.99967063  =   0.99964767
 EC1191
 EC1191                          SUPERSEDED SURVEY CONTROL
 EC1191
 EC1191  NAD 83(1986)-  34 43 07.47915(N)    081 49 36.27370(W) AD(       ) 2
 EC1191  NAVD 88 (10/01/92)  177.28   (m)          581.6    (f) LEVELING    3  
 EC1191  NAVD 88 (07/30/91)  177.71   (m)          583.0    (f) LEVELING    3  
 EC1191  NGVD 29 (09/16/91)  177.407  (m)          582.04   (f) ADJUSTED    1 2
 EC1191
 EC1191.Superseded values are not recommended for survey control.
 EC1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1191.See file dsdata.txt to determine how the superseded data were derived.
 EC1191
 EC1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2430042164(NAD 83)
 EC1191_MARKER: DD = SURVEY DISK
 EC1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1191_SP_SET: CONCRETE POST
 EC1191_STAMPING: 42 183 1987
 EC1191_MARK LOGO: SCGS  
 EC1191_PROJECTION: FLUSH
 EC1191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1191+STABILITY: SURFACE MOTION
 EC1191
 EC1191  HISTORY     - Date     Condition        Report By
 EC1191  HISTORY     - 1987     MONUMENTED       SCGS
 EC1191  HISTORY     - 19881103 GOOD             SCGS
 EC1191
 EC1191                          STATION DESCRIPTION
 EC1191
 EC1191'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1191'5.5 MI NNE FROM CROSS ANCHOR.
 EC1191'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1191'SOUTHEAST OF PAULINE), GO SOUTH SOUTHEAST ON HIGHWAY 56 FOR 5.45 MI
 EC1191'TO THE MARK ON THE RIGHT IN FRONT OF A VINYL-SIDED HOUSE IN THE
 EC1191'SOUTHEAST ANGLE OF A SAND DRIVE, 0.35 MI NORTH OF THE ENTRANCE TO
 EC1191'THE CROSS ANCHOR CORRECTIONAL INSTITUTION, 64.0 FT SOUTHWEST OF
 EC1191'THE CENTER OF THE SAND DRIVE, 13.2 FT EAST OF THE CENTER OF THE
 EC1191'HIGHWAY, 95.7 FT NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 EC1191'62.6 FT SOUTH SOUTHWEST OF A REFERENCE WASHER ATTACHED TO A POWER
 EC1191'POLE.
 EC1191'THE MARK IS 10.6 FT  W FROM  A WITNESS POST
 EC1191'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1191
 EC1191                          STATION RECOVERY (1988)
 EC1191
 EC1191'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1190 ***********************************************************************
 EC1190  DESIGNATION -  42 184
 EC1190  PID         -  EC1190
 EC1190  STATE/COUNTY-  SC/SPARTANBURG
 EC1190  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1190
 EC1190                         *CURRENT SURVEY CONTROL
 EC1190  ___________________________________________________________________
 EC1190* NAD 83(2001)-  34 43 34.84838(N)    081 49 46.65103(W)     ADJUSTED  
 EC1190* NAVD 88     -       186.374  (meters)     611.46   (feet)  ADJUSTED  
 EC1190  ___________________________________________________________________
 EC1190  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 EC1190  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 EC1190  DYNAMIC HT  -         186.190 (meters)     610.86  (feet)  COMP
 EC1190  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 EC1190
 EC1190  HORZ ORDER  -  SECOND
 EC1190  VERT ORDER  -  FIRST     CLASS II
 EC1190
 EC1190.The horizontal coordinates were established by classical geodetic methods
 EC1190.and adjusted by the National Geodetic Survey in March 2004..
 EC1190
 EC1190.The orthometric height was determined by differential leveling
 EC1190.and adjusted by the National Geodetic Survey in June 1991..
 EC1190
 EC1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1190
 EC1190.The geoid height was determined by GEOID03.
 EC1190
 EC1190.The dynamic height is computed by dividing the NAVD 88
 EC1190.geopotential number by the normal gravity value computed on the
 EC1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1190.degrees latitude (g = 980.6199 gals.).
 EC1190
 EC1190.The modeled gravity was interpolated from observed gravity values.
 EC1190
 EC1190;                    North         East     Units Scale Factor Converg.
 EC1190;SPC SC       -   321,142.707   533,617.325   MT  0.99996373   -0 27 35.8
 EC1190;SPC SC       - 1,053,617.81  1,750,713.01   iFT  0.99996373   -0 27 35.8
 EC1190;UTM  17      - 3,843,009.923   424,043.208   MT  0.99967111   -0 28 21.4
 EC1190
 EC1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1190!SPC SC       -   0.99997561  x   0.99996373  =   0.99993934
 EC1190!UTM  17      -   0.99997561  x   0.99967111  =   0.99964673
 EC1190
 EC1190                          SUPERSEDED SURVEY CONTROL
 EC1190
 EC1190  NAD 83(1986)-  34 43 34.85842(N)    081 49 46.65629(W) AD(       ) 2
 EC1190  NAVD 88 (10/01/92)  186.37   (m)          611.4    (f) LEVELING    3  
 EC1190  NAVD 88 (07/30/91)  186.81   (m)          612.9    (f) LEVELING    3  
 EC1190  NGVD 29 (09/16/91)  186.500  (m)          611.88   (f) ADJUSTED    1 2
 EC1190
 EC1190.Superseded values are not recommended for survey control.
 EC1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1190.See file dsdata.txt to determine how the superseded data were derived.
 EC1190
 EC1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2404343010(NAD 83)
 EC1190_MARKER: DD = SURVEY DISK
 EC1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1190_SP_SET: CONCRETE POST
 EC1190_STAMPING: 42 184 1987
 EC1190_MARK LOGO: SCGS  
 EC1190_PROJECTION: FLUSH
 EC1190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1190+STABILITY: SURFACE MOTION
 EC1190
 EC1190  HISTORY     - Date     Condition        Report By
 EC1190  HISTORY     - 1987     MONUMENTED       SCGS
 EC1190  HISTORY     - 19881103 GOOD             SCGS
 EC1190
 EC1190                          STATION DESCRIPTION
 EC1190
 EC1190'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1190'6.0 MI NNE FROM CROSS ANCHOR.
 EC1190'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1190'SOUTHEAST OF PAULINE), GO SOUTH SOUTHEAST ON HIGHWAY 56 FOR 4.9 MI
 EC1190'TO THE MARK ON THE RIGHT, IN THE SOUTHEAST ANGLE OF STATE ROAD 91,
 EC1190'0.9 MI NORTH OF THE ENTRANCE TO THE CROSS ANCHOR CORRECTIONAL
 EC1190'INSTITUTION, 28.5 FT EAST OF THE CENTER OF THE HIGHWAY, 77.0 FT
 EC1190'SOUTH OF THE CENTER OF THE ROAD, 30.4 FT SOUTH OF A FIRE HYDRANT,
 EC1190'17.5 FT WEST OF A REFERENCE WASHER ATTACHED TO A POWER POLE.
 EC1190'THE MARK IS 7.7 FT  NW FROM  A WITNESS POST
 EC1190'THE MARK IS 1.0 FT ABOVE THE HIGHWAY.
 EC1190
 EC1190                          STATION RECOVERY (1988)
 EC1190
 EC1190'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1189 ***********************************************************************
 EC1189  DESIGNATION -  42 185
 EC1189  PID         -  EC1189
 EC1189  STATE/COUNTY-  SC/SPARTANBURG
 EC1189  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1189
 EC1189                         *CURRENT SURVEY CONTROL
 EC1189  ___________________________________________________________________
 EC1189* NAD 83(2001)-  34 43 58.93215(N)    081 49 59.52397(W)     ADJUSTED  
 EC1189* NAVD 88     -       181.768  (meters)     596.35   (feet)  ADJUSTED  
 EC1189  ___________________________________________________________________
 EC1189  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 EC1189  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 EC1189  DYNAMIC HT  -         181.589 (meters)     595.76  (feet)  COMP
 EC1189  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 EC1189
 EC1189  HORZ ORDER  -  SECOND
 EC1189  VERT ORDER  -  FIRST     CLASS II
 EC1189
 EC1189.The horizontal coordinates were established by classical geodetic methods
 EC1189.and adjusted by the National Geodetic Survey in March 2004..
 EC1189
 EC1189.The orthometric height was determined by differential leveling
 EC1189.and adjusted by the National Geodetic Survey in June 1991..
 EC1189
 EC1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1189
 EC1189.The geoid height was determined by GEOID03.
 EC1189
 EC1189.The dynamic height is computed by dividing the NAVD 88
 EC1189.geopotential number by the normal gravity value computed on the
 EC1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1189.degrees latitude (g = 980.6199 gals.).
 EC1189
 EC1189.The modeled gravity was interpolated from observed gravity values.
 EC1189
 EC1189;                    North         East     Units Scale Factor Converg.
 EC1189;SPC SC       -   321,887.443   533,295.817   MT  0.99996590   -0 27 42.9
 EC1189;SPC SC       - 1,056,061.16  1,749,658.19   iFT  0.99996590   -0 27 42.9
 EC1189;UTM  17      - 3,843,754.513   423,721.960   MT  0.99967171   -0 28 29.1
 EC1189
 EC1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1189!SPC SC       -   0.99997634  x   0.99996590  =   0.99994224
 EC1189!UTM  17      -   0.99997634  x   0.99967171  =   0.99964806
 EC1189
 EC1189                          SUPERSEDED SURVEY CONTROL
 EC1189
 EC1189  NAD 83(1986)-  34 43 58.94192(N)    081 49 59.52938(W) AD(       ) 2
 EC1189  NAVD 88 (10/01/92)  181.77   (m)          596.4    (f) LEVELING    3  
 EC1189  NAVD 88 (07/30/91)  182.20   (m)          597.8    (f) LEVELING    3  
 EC1189  NGVD 29 (09/16/91)  181.894  (m)          596.76   (f) ADJUSTED    1 2
 EC1189
 EC1189.Superseded values are not recommended for survey control.
 EC1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1189.See file dsdata.txt to determine how the superseded data were derived.
 EC1189
 EC1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2372243755(NAD 83)
 EC1189_MARKER: DD = SURVEY DISK
 EC1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1189_SP_SET: CONCRETE POST
 EC1189_STAMPING: 42 185 1987
 EC1189_MARK LOGO: SCGS  
 EC1189_PROJECTION: FLUSH
 EC1189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1189+STABILITY: SURFACE MOTION
 EC1189
 EC1189  HISTORY     - Date     Condition        Report By
 EC1189  HISTORY     - 1987     MONUMENTED       SCGS
 EC1189  HISTORY     - 19881110 GOOD             SCGS
 EC1189
 EC1189                          STATION DESCRIPTION
 EC1189
 EC1189'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1189'6.4 MI NNE FROM CROSS ANCHOR.
 EC1189'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1189'SOUTHEAST OF PAULINE), GO SOUTH SOUTHEAST ON HIGHWAY 56 FOR 4.4 MI
 EC1189'TO THE MARK ON THE LEFT IN FRONT OF A CONCRETE BLOCK HOUSE, 0.5 MI
 EC1189'NORTH OF THE JUNCTION OF STATE ROAD 91, 78.3 FT NORTH NORTHWEST OF
 EC1189'THE CENTER OF A SAND DRIVEWAY LEADING TO THE HOUSE, 27.6 FT EAST
 EC1189'NORTHEAST OF THE CENTER OF THE HIGHWAY, 51.7 FT SOUTHEAST OF A
 EC1189'REFERENCE WASHER ATTACHED TO A MAIL BOX POST, 58.5 FT WEST SOUTHWEST
 EC1189'OF THE NORTHWEST CORNER OF THE HOUSE, 4.0 FT NORTHWEST OF THE CENTER
 EC1189'OF A WATER METER COVER.
 EC1189'THE MARK IS 1.5 FT BELOW THE HIGHWAY.
 EC1189
 EC1189                          STATION RECOVERY (1988)
 EC1189
 EC1189'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1186 ***********************************************************************
 EC1186  DESIGNATION -  42 186
 EC1186  PID         -  EC1186
 EC1186  STATE/COUNTY-  SC/SPARTANBURG
 EC1186  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1186
 EC1186                         *CURRENT SURVEY CONTROL
 EC1186  ___________________________________________________________________
 EC1186* NAD 83(2001)-  34 44 54.61088(N)    081 50 38.29385(W)     ADJUSTED  
 EC1186* NAVD 88     -       193.809  (meters)     635.86   (feet)  ADJUSTED  
 EC1186  ___________________________________________________________________
 EC1186  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EC1186  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 EC1186  DYNAMIC HT  -         193.618 (meters)     635.23  (feet)  COMP
 EC1186  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 EC1186
 EC1186  HORZ ORDER  -  SECOND
 EC1186  VERT ORDER  -  FIRST     CLASS II
 EC1186
 EC1186.The horizontal coordinates were established by classical geodetic methods
 EC1186.and adjusted by the National Geodetic Survey in March 2004..
 EC1186
 EC1186.The orthometric height was determined by differential leveling
 EC1186.and adjusted by the National Geodetic Survey in June 1991..
 EC1186
 EC1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1186
 EC1186.The geoid height was determined by GEOID03.
 EC1186
 EC1186.The dynamic height is computed by dividing the NAVD 88
 EC1186.geopotential number by the normal gravity value computed on the
 EC1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1186.degrees latitude (g = 980.6199 gals.).
 EC1186
 EC1186.The modeled gravity was interpolated from observed gravity values.
 EC1186
 EC1186;                    North         East     Units Scale Factor Converg.
 EC1186;SPC SC       -   323,611.103   532,323.592   MT  0.99997095   -0 28 04.4
 EC1186;SPC SC       - 1,061,716.22  1,746,468.48   iFT  0.99997095   -0 28 04.4
 EC1186;UTM  17      - 3,845,477.883   422,750.414   MT  0.99967355   -0 28 51.8
 EC1186
 EC1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1186!SPC SC       -   0.99997445  x   0.99997095  =   0.99994540
 EC1186!UTM  17      -   0.99997445  x   0.99967355  =   0.99964801
 EC1186
 EC1186:                Primary Azimuth Mark                     Grid Az
 EC1186:SPC SC       -  TP SPA 22                                021 40 39.0
 EC1186:UTM  17      -  TP SPA 22                                021 41 26.4
 EC1186
 EC1186|---------------------------------------------------------------------|
 EC1186| PID    Reference Object                     Distance      Geod. Az  |
 EC1186|                                                           dddmmss.s |
 EC1186| EC2658 TP SPA 22                           APPROX. 0.6 KM 0211234.6 |
 EC1186| EC1188 42 055 AZ MK                        APPROX. 0.7 KM 1801356.4 |
 EC1186|---------------------------------------------------------------------|
 EC1186
 EC1186                          SUPERSEDED SURVEY CONTROL
 EC1186
 EC1186  NAD 83(1986)-  34 44 54.61995(N)    081 50 38.29943(W) AD(       ) 2
 EC1186  NAVD 88 (10/01/92)  193.81   (m)          635.9    (f) LEVELING    3  
 EC1186  NAVD 88 (07/30/91)  194.24   (m)          637.3    (f) LEVELING    3  
 EC1186  NGVD 29 (09/16/91)  193.933  (m)          636.26   (f) ADJUSTED    1 2
 EC1186
 EC1186.Superseded values are not recommended for survey control.
 EC1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1186.See file dsdata.txt to determine how the superseded data were derived.
 EC1186
 EC1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2275045478(NAD 83)
 EC1186_MARKER: DD = SURVEY DISK
 EC1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1186_SP_SET: CONCRETE POST
 EC1186_STAMPING: 42 186 1987
 EC1186_MARK LOGO: SCGS  
 EC1186_PROJECTION: RECESSED 3 CENTIMETERS
 EC1186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1186+STABILITY: SURFACE MOTION
 EC1186
 EC1186  HISTORY     - Date     Condition        Report By
 EC1186  HISTORY     - 1987     MONUMENTED       SCGS
 EC1186  HISTORY     - 19881110 GOOD             SCGS
 EC1186
 EC1186                          STATION DESCRIPTION
 EC1186
 EC1186'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1186'5.7 MI SSE FROM PAULINE.
 EC1186'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1186'SOUTHEAST OF PAULINE), GO SOUTH SOUTHEAST ON HIGHWAY 56 FOR 2.6 MI
 EC1186'TO THE BRIDGE OVER BRANCH CREEK, CONTINUE ON HIGHWAY 56 FOR 0.5 MI
 EC1186'TO THE MARK ON THE RIGHT IN FRONT OF A CONCRETE BLOCK HOUSE,
 EC1186'101.1 FT SOUTHEAST OF THE EAST CORNER OF THE HOUSE, 129.8 FT
 EC1186'SOUTH OF A DOUBLE-TRUNKED PINE TREE, 99.5 FT EAST NORTHEAST OF A
 EC1186'REFERENCE WASHER IN A POWER POLE WITH A SAFETY LIGHT AND A
 EC1186'TRANSFORMER, 34.8 FT WEST NORTHWEST OF THE CENTER OF THE HIGHWAY,
 EC1186'103.5 FT NORTH OF THE EXTENDED CENTER OF A PAVED DRIVEWAY TO THE
 EC1186'HOUSE AND THE CENTER OF THE HIGHWAY.
 EC1186'THE MARK IS 3.0 FT ABOVE THE HIGHWAY.
 EC1186
 EC1186                          STATION RECOVERY (1988)
 EC1186
 EC1186'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1185 ***********************************************************************
 EC1185  DESIGNATION -  42 187
 EC1185  PID         -  EC1185
 EC1185  STATE/COUNTY-  SC/SPARTANBURG
 EC1185  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1185
 EC1185                         *CURRENT SURVEY CONTROL
 EC1185  ___________________________________________________________________
 EC1185* NAD 83(2001)-  34 45 35.28139(N)    081 50 32.19602(W)     ADJUSTED  
 EC1185* NAVD 88     -       170.997  (meters)     561.01   (feet)  ADJUSTED  
 EC1185  ___________________________________________________________________
 EC1185  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EC1185  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 EC1185  DYNAMIC HT  -         170.829 (meters)     560.46  (feet)  COMP
 EC1185  MODELED GRAV-     979,646.8   (mgal)                       NAVD 88
 EC1185
 EC1185  HORZ ORDER  -  SECOND
 EC1185  VERT ORDER  -  FIRST     CLASS II
 EC1185
 EC1185.The horizontal coordinates were established by classical geodetic methods
 EC1185.and adjusted by the National Geodetic Survey in March 2004..
 EC1185
 EC1185.The orthometric height was determined by differential leveling
 EC1185.and adjusted by the National Geodetic Survey in June 1991..
 EC1185
 EC1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1185
 EC1185.The geoid height was determined by GEOID03.
 EC1185
 EC1185.The dynamic height is computed by dividing the NAVD 88
 EC1185.geopotential number by the normal gravity value computed on the
 EC1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1185.degrees latitude (g = 980.6199 gals.).
 EC1185
 EC1185.The modeled gravity was interpolated from observed gravity values.
 EC1185
 EC1185;                    North         East     Units Scale Factor Converg.
 EC1185;SPC SC       -   324,863.048   532,488.896   MT  0.99997470   -0 28 01.0
 EC1185;SPC SC       - 1,065,823.65  1,747,010.81   iFT  0.99997470   -0 28 01.0
 EC1185;UTM  17      - 3,846,729.414   422,915.956   MT  0.99967323   -0 28 48.9
 EC1185
 EC1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1185!SPC SC       -   0.99997804  x   0.99997470  =   0.99995274
 EC1185!UTM  17      -   0.99997804  x   0.99967323  =   0.99965128
 EC1185
 EC1185                          SUPERSEDED SURVEY CONTROL
 EC1185
 EC1185  NAD 83(1986)-  34 45 35.29068(N)    081 50 32.20181(W) AD(       ) 2
 EC1185  NAVD 88 (10/01/92)  171.00   (m)          561.0    (f) LEVELING    3  
 EC1185  NAVD 88 (07/30/91)  171.43   (m)          562.4    (f) LEVELING    3  
 EC1185  NGVD 29 (09/16/91)  171.121  (m)          561.42   (f) ADJUSTED    1 2
 EC1185
 EC1185.Superseded values are not recommended for survey control.
 EC1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1185.See file dsdata.txt to determine how the superseded data were derived.
 EC1185
 EC1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2291646729(NAD 83)
 EC1185_MARKER: DD = SURVEY DISK
 EC1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1185_SP_SET: CONCRETE POST
 EC1185_STAMPING: 42 187 1987
 EC1185_MARK LOGO: SCGS  
 EC1185_PROJECTION: FLUSH
 EC1185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1185+STABILITY: SURFACE MOTION
 EC1185
 EC1185  HISTORY     - Date     Condition        Report By
 EC1185  HISTORY     - 1987     MONUMENTED       SCGS
 EC1185  HISTORY     - 19881109 GOOD             SCGS
 EC1185
 EC1185                          STATION DESCRIPTION
 EC1185
 EC1185'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1185'5.0 MI SSE FROM PAULINE.
 EC1185'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1185'SOUTHEAST OF PAULINE), GO SOUTHERLY ON HIGHWAY 56 FOR 2.3 MI TO THE
 EC1185'MARK ON THE LEFT AT A NATURAL GAS PIPE LINE CROSSING, 0.3 MI NORTH
 EC1185'OF THE BRIDGE OVER BRANCH CREEK, 98.6 FT NORTH OF A REFERENCE WASHER
 EC1185'IN A POWER POLE WITH A TRANSFORMER, 32.3 FT SOUTH OF A POWER POLE,
 EC1185'28.7 FT WEST SOUTHWEST OF A REFERENCE WASHER IN A FENCE POST, 15.0
 EC1185'FT EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 37.0 FT NORTHWEST
 EC1185'OF A STEEL PIPE THREE FEET HIGH (A WARNING PIPE FOR THE GAS LINE).
 EC1185'THE MARK IS 31.2 FT  W FROM  A WITNESS POST
 EC1185'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1185
 EC1185                          STATION RECOVERY (1988)
 EC1185
 EC1185'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1184 ***********************************************************************
 EC1184  DESIGNATION -  42 188
 EC1184  PID         -  EC1184
 EC1184  STATE/COUNTY-  SC/SPARTANBURG
 EC1184  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1184
 EC1184                         *CURRENT SURVEY CONTROL
 EC1184  ___________________________________________________________________
 EC1184* NAD 83(2001)-  34 45 57.73767(N)    081 50 38.03352(W)     ADJUSTED  
 EC1184* NAVD 88     -       182.969  (meters)     600.29   (feet)  ADJUSTED  
 EC1184  ___________________________________________________________________
 EC1184  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EC1184  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 EC1184  DYNAMIC HT  -         182.789 (meters)     599.70  (feet)  COMP
 EC1184  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 EC1184
 EC1184  HORZ ORDER  -  SECOND
 EC1184  VERT ORDER  -  FIRST     CLASS II
 EC1184
 EC1184.The horizontal coordinates were established by classical geodetic methods
 EC1184.and adjusted by the National Geodetic Survey in March 2004..
 EC1184
 EC1184.The orthometric height was determined by differential leveling
 EC1184.and adjusted by the National Geodetic Survey in June 1991..
 EC1184
 EC1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1184
 EC1184.The geoid height was determined by GEOID03.
 EC1184
 EC1184.The dynamic height is computed by dividing the NAVD 88
 EC1184.geopotential number by the normal gravity value computed on the
 EC1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1184.degrees latitude (g = 980.6199 gals.).
 EC1184
 EC1184.The modeled gravity was interpolated from observed gravity values.
 EC1184
 EC1184;                    North         East     Units Scale Factor Converg.
 EC1184;SPC SC       -   325,556.223   532,346.097   MT  0.99997678   -0 28 04.3
 EC1184;SPC SC       - 1,068,097.84  1,746,542.31   iFT  0.99997678   -0 28 04.3
 EC1184;UTM  17      - 3,847,422.413   422,773.362   MT  0.99967351   -0 28 52.5
 EC1184
 EC1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1184!SPC SC       -   0.99997616  x   0.99997678  =   0.99995294
 EC1184!UTM  17      -   0.99997616  x   0.99967351  =   0.99964968
 EC1184
 EC1184                          SUPERSEDED SURVEY CONTROL
 EC1184
 EC1184  NAD 83(1986)-  34 45 57.74703(N)    081 50 38.03937(W) AD(       ) 2
 EC1184  NAVD 88 (10/01/92)  182.97   (m)          600.3    (f) LEVELING    3  
 EC1184  NAVD 88 (07/30/91)  183.40   (m)          601.7    (f) LEVELING    3  
 EC1184  NGVD 29 (09/16/91)  183.092  (m)          600.69   (f) ADJUSTED    1 2
 EC1184
 EC1184.Superseded values are not recommended for survey control.
 EC1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1184.See file dsdata.txt to determine how the superseded data were derived.
 EC1184
 EC1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2277347422(NAD 83)
 EC1184_MARKER: DD = SURVEY DISK
 EC1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1184_SP_SET: CONCRETE POST
 EC1184_STAMPING: 42 188 1987
 EC1184_MARK LOGO: SCGS  
 EC1184_PROJECTION: FLUSH
 EC1184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1184+STABILITY: SURFACE MOTION
 EC1184
 EC1184  HISTORY     - Date     Condition        Report By
 EC1184  HISTORY     - 1987     MONUMENTED       SCGS
 EC1184  HISTORY     - 19881109 GOOD             SCGS
 EC1184
 EC1184                          STATION DESCRIPTION
 EC1184
 EC1184'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1184'4.6 MI SSE FROM PAULINE.
 EC1184'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1184'SOUTHEAST OF PAULINE), GO SOUTHERLY ON HIGHWAY 56 FOR 1.85 MI TO THE
 EC1184'MARK ON THE RIGHT, 0.75 MI NORTH OF THE BRIDGE OVER BRANCH CREEK,
 EC1184'86.0 FT SOUTH OF THE CENTER OF A SAND DRIVEWAY TO A SMALL WOODEN
 EC1184'HOUSE, 46.2 FT WEST SOUTHWEST OF A REFERENCE WASHER IN A POWER POLE
 EC1184'WITH A GUY WIRE, 29.0 FT NORTHEAST OF A REFERENCE WASHER IN A 7-INCH
 EC1184'PINE TREE, 13.0 FT WEST OF THE CENTER OF THE HIGHWAY.
 EC1184'THE MARK IS 6.2 FT  ENE FROM  A WITNESS POST
 EC1184'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1184
 EC1184                          STATION RECOVERY (1988)
 EC1184
 EC1184'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1183 ***********************************************************************
 EC1183  DESIGNATION -  42 189
 EC1183  PID         -  EC1183
 EC1183  STATE/COUNTY-  SC/SPARTANBURG
 EC1183  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1183
 EC1183                         *CURRENT SURVEY CONTROL
 EC1183  ___________________________________________________________________
 EC1183* NAD 83(2001)-  34 46 41.30267(N)    081 50 48.60317(W)     ADJUSTED  
 EC1183* NAVD 88     -       188.974  (meters)     619.99   (feet)  ADJUSTED  
 EC1183  ___________________________________________________________________
 EC1183  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EC1183  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 EC1183  DYNAMIC HT  -         188.788 (meters)     619.38  (feet)  COMP
 EC1183  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 EC1183
 EC1183  HORZ ORDER  -  SECOND
 EC1183  VERT ORDER  -  FIRST     CLASS II
 EC1183
 EC1183.The horizontal coordinates were established by classical geodetic methods
 EC1183.and adjusted by the National Geodetic Survey in March 2004..
 EC1183
 EC1183.The orthometric height was determined by differential leveling
 EC1183.and adjusted by the National Geodetic Survey in June 1991..
 EC1183
 EC1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1183
 EC1183.The geoid height was determined by GEOID03.
 EC1183
 EC1183.The dynamic height is computed by dividing the NAVD 88
 EC1183.geopotential number by the normal gravity value computed on the
 EC1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1183.degrees latitude (g = 980.6199 gals.).
 EC1183
 EC1183.The modeled gravity was interpolated from observed gravity values.
 EC1183
 EC1183;                    North         East     Units Scale Factor Converg.
 EC1183;SPC SC       -   326,900.833   532,088.329   MT  0.99998085   -0 28 10.1
 EC1183;SPC SC       - 1,072,509.29  1,745,696.62   iFT  0.99998085   -0 28 10.1
 EC1183;UTM  17      - 3,848,766.673   422,515.989   MT  0.99967400   -0 28 59.0
 EC1183
 EC1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1183!SPC SC       -   0.99997522  x   0.99998085  =   0.99995607
 EC1183!UTM  17      -   0.99997522  x   0.99967400  =   0.99964923
 EC1183
 EC1183                          SUPERSEDED SURVEY CONTROL
 EC1183
 EC1183  NAD 83(1986)-  34 46 41.31220(N)    081 50 48.60903(W) AD(       ) 2
 EC1183  NAVD 88 (10/01/92)  188.97   (m)          620.0    (f) LEVELING    3  
 EC1183  NAVD 88 (07/30/91)  189.41   (m)          621.4    (f) LEVELING    3  
 EC1183  NGVD 29 (09/16/91)  189.096  (m)          620.39   (f) ADJUSTED    1 2
 EC1183
 EC1183.Superseded values are not recommended for survey control.
 EC1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1183.See file dsdata.txt to determine how the superseded data were derived.
 EC1183
 EC1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2251648767(NAD 83)
 EC1183_MARKER: DD = SURVEY DISK
 EC1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1183_SP_SET: CONCRETE POST
 EC1183_STAMPING: 42 189 1987
 EC1183_MARK LOGO: SCGS  
 EC1183_PROJECTION: FLUSH
 EC1183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1183+STABILITY: SURFACE MOTION
 EC1183
 EC1183  HISTORY     - Date     Condition        Report By
 EC1183  HISTORY     - 1987     MONUMENTED       SCGS
 EC1183  HISTORY     - 19881107 GOOD             SCGS
 EC1183
 EC1183                          STATION DESCRIPTION
 EC1183
 EC1183'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1183'3.7 MI SSE FROM PAULINE.
 EC1183'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1183'SOUTHEAST OF PAULINE), GO SOUTHERLY ON HIGHWAY 56 FOR 1.0 MI TO THE
 EC1183'MARK ON THE RIGHT, 0.1 MI SOUTH OF THE JUNCTION OF STATE ROAD 112,
 EC1183'63.2 FT NORTHEAST OF A REFERENCE WASHER IN A 10-INCH PINE TREE,
 EC1183'80.8 FT SOUTH SOUTHWEST OF A REFERENCE WASHER IN A 7-INCH PINE TREE
 EC1183'ON THE EAST SIDE OF THE HIGHWAY, 32.9 FT NORTH OF A 55 MILE PER HOUR
 EC1183'SIGN POST, 13.4 FT WEST OF THE CENTER OF THE HIGHWAY.
 EC1183'THE MARK IS 8.9 FT  E FROM  A WITNESS POST
 EC1183'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1183
 EC1183                          STATION RECOVERY (1988)
 EC1183
 EC1183'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1182 ***********************************************************************
 EC1182  DESIGNATION -  42 190
 EC1182  PID         -  EC1182
 EC1182  STATE/COUNTY-  SC/SPARTANBURG
 EC1182  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1182
 EC1182                         *CURRENT SURVEY CONTROL
 EC1182  ___________________________________________________________________
 EC1182* NAD 83(2001)-  34 47 00.14269(N)    081 50 52.82525(W)     ADJUSTED  
 EC1182* NAVD 88     -       197.114  (meters)     646.70   (feet)  ADJUSTED  
 EC1182  ___________________________________________________________________
 EC1182  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EC1182  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 EC1182  DYNAMIC HT  -         196.920 (meters)     646.06  (feet)  COMP
 EC1182  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 EC1182
 EC1182  HORZ ORDER  -  SECOND
 EC1182  VERT ORDER  -  FIRST     CLASS II
 EC1182
 EC1182.The horizontal coordinates were established by classical geodetic methods
 EC1182.and adjusted by the National Geodetic Survey in March 2004..
 EC1182
 EC1182.The orthometric height was determined by differential leveling
 EC1182.and adjusted by the National Geodetic Survey in June 1991..
 EC1182
 EC1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1182
 EC1182.The geoid height was determined by GEOID03.
 EC1182
 EC1182.The dynamic height is computed by dividing the NAVD 88
 EC1182.geopotential number by the normal gravity value computed on the
 EC1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1182.degrees latitude (g = 980.6199 gals.).
 EC1182
 EC1182.The modeled gravity was interpolated from observed gravity values.
 EC1182
 EC1182;                    North         East     Units Scale Factor Converg.
 EC1182;SPC SC       -   327,482.251   531,985.747   MT  0.99998263   -0 28 12.5
 EC1182;SPC SC       - 1,074,416.83  1,745,360.06   iFT  0.99998263   -0 28 12.5
 EC1182;UTM  17      - 3,849,347.937   422,413.577   MT  0.99967419   -0 29 01.6
 EC1182
 EC1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1182!SPC SC       -   0.99997395  x   0.99998263  =   0.99995658
 EC1182!UTM  17      -   0.99997395  x   0.99967419  =   0.99964815
 EC1182
 EC1182                          SUPERSEDED SURVEY CONTROL
 EC1182
 EC1182  NAD 83(1986)-  34 47 00.15228(N)    081 50 52.83107(W) AD(       ) 2
 EC1182  NAVD 88 (10/01/92)  197.11   (m)          646.7    (f) LEVELING    3  
 EC1182  NAVD 88 (07/30/91)  197.55   (m)          648.1    (f) LEVELING    3  
 EC1182  NGVD 29 (09/16/91)  197.236  (m)          647.10   (f) ADJUSTED    1 2
 EC1182
 EC1182.Superseded values are not recommended for survey control.
 EC1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1182.See file dsdata.txt to determine how the superseded data were derived.
 EC1182
 EC1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2241449348(NAD 83)
 EC1182_MARKER: DD = SURVEY DISK
 EC1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1182_SP_SET: CONCRETE POST
 EC1182_STAMPING: 42 190 1987
 EC1182_MARK LOGO: SCGS  
 EC1182_PROJECTION: FLUSH
 EC1182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1182+STABILITY: SURFACE MOTION
 EC1182
 EC1182  HISTORY     - Date     Condition        Report By
 EC1182  HISTORY     - 1987     MONUMENTED       SCGS
 EC1182  HISTORY     - 19881107 GOOD             SCGS
 EC1182
 EC1182                          STATION DESCRIPTION
 EC1182
 EC1182'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1182'3.3 MI SSE FROM PAULINE.
 EC1182'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1182'SOUTHEAST OF PAULINE), GO SOUTHERLY ON HIGHWAY 56 FOR 0.65 MI TO THE
 EC1182'MARK ON THE LEFT, 0.25 MI NORTH OF THE JUNCTION OF STATE ROAD 112,
 EC1182'55.3 FT EAST SOUTHEAST OF A REFERENCE WASHER IN A POWER POLE, 55.2
 EC1182'FT SOUTH SOUTHWEST OF A REFERENCE WASHER IN A FENCE CORNER POST,
 EC1182'58.6 FT NORTH NORTHWEST OF A REFERENCE WASHER IN A 10-INCH OAK TREE
 EC1182'IN THE FENCE LINE, 13.8 FT EAST OF THE CENTER OF THE HIGHWAY.
 EC1182'THE MARK IS 11.4 FT  W FROM  A WITNESS POST
 EC1182'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1182
 EC1182                          STATION RECOVERY (1988)
 EC1182
 EC1182'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1181 ***********************************************************************
 EC1181  DESIGNATION -  42 191
 EC1181  PID         -  EC1181
 EC1181  STATE/COUNTY-  SC/SPARTANBURG
 EC1181  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1181
 EC1181                         *CURRENT SURVEY CONTROL
 EC1181  ___________________________________________________________________
 EC1181* NAD 83(2001)-  34 47 37.95706(N)    081 51 02.16496(W)     ADJUSTED  
 EC1181* NAVD 88     -       210.232  (meters)     689.74   (feet)  ADJUSTED  
 EC1181  ___________________________________________________________________
 EC1181  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EC1181  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 EC1181  DYNAMIC HT  -         210.025 (meters)     689.06  (feet)  COMP
 EC1181  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 EC1181
 EC1181  HORZ ORDER  -  SECOND
 EC1181  VERT ORDER  -  FIRST     CLASS II
 EC1181
 EC1181.The horizontal coordinates were established by classical geodetic methods
 EC1181.and adjusted by the National Geodetic Survey in March 2004..
 EC1181
 EC1181.The orthometric height was determined by differential leveling
 EC1181.and adjusted by the National Geodetic Survey in June 1991..
 EC1181
 EC1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1181
 EC1181.The geoid height was determined by GEOID03.
 EC1181
 EC1181.The dynamic height is computed by dividing the NAVD 88
 EC1181.geopotential number by the normal gravity value computed on the
 EC1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1181.degrees latitude (g = 980.6199 gals.).
 EC1181
 EC1181.The modeled gravity was interpolated from observed gravity values.
 EC1181
 EC1181;                    North         East     Units Scale Factor Converg.
 EC1181;SPC SC       -   328,649.423   531,757.892   MT  0.99998622   -0 28 17.7
 EC1181;SPC SC       - 1,078,246.14  1,744,612.51   iFT  0.99998622   -0 28 17.7
 EC1181;UTM  17      - 3,850,514.802   422,186.073   MT  0.99967463   -0 29 07.4
 EC1181
 EC1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1181!SPC SC       -   0.99997189  x   0.99998622  =   0.99995811
 EC1181!UTM  17      -   0.99997189  x   0.99967463  =   0.99964653
 EC1181
 EC1181                          SUPERSEDED SURVEY CONTROL
 EC1181
 EC1181  NAD 83(1986)-  34 47 37.96682(N)    081 51 02.17066(W) AD(       ) 2
 EC1181  NAVD 88 (10/01/92)  210.23   (m)          689.7    (f) LEVELING    3  
 EC1181  NAVD 88 (07/30/91)  210.67   (m)          691.2    (f) LEVELING    3  
 EC1181  NGVD 29 (09/16/91)  210.352  (m)          690.13   (f) ADJUSTED    1 2
 EC1181
 EC1181.Superseded values are not recommended for survey control.
 EC1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1181.See file dsdata.txt to determine how the superseded data were derived.
 EC1181
 EC1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2218650515(NAD 83)
 EC1181_MARKER: DD = SURVEY DISK
 EC1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1181_SP_SET: CONCRETE POST
 EC1181_STAMPING: 42 191 1987
 EC1181_MARK LOGO: SCGS  
 EC1181_PROJECTION: FLUSH
 EC1181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1181+STABILITY: SURFACE MOTION
 EC1181
 EC1181  HISTORY     - Date     Condition        Report By
 EC1181  HISTORY     - 1987     MONUMENTED       SCGS
 EC1181  HISTORY     - 19881107 GOOD             SCGS
 EC1181
 EC1181                          STATION DESCRIPTION
 EC1181
 EC1181'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1181'2.6 MI SSE FROM PAULINE.
 EC1181'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1181'SOUTHEAST OF PAULINE), GO NORTHERLY ON HIGHWAY 56 FOR 0.1 MI TO THE
 EC1181'MARK ON THE RIGHT, 0.4 MI SOUTH OF THE CHESTNUT RIDGE BAPTIST
 EC1181'CHURCH, 23.0 FT SOUTHWEST OF A DOUBLE-TRUNKED OAK TREE, 80.3 FT
 EC1181'NORTH NORTHEAST OF A REFERENCE WASHER IN A POWER POLE WITH A GUY
 EC1181'WIRE, 16.2 FT EAST OF THE CENTER OF THE HIGHWAY.
 EC1181'THE MARK IS 3.2 FT  W FROM  A WITNESS POST
 EC1181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1181
 EC1181                          STATION RECOVERY (1988)
 EC1181
 EC1181'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1180 ***********************************************************************
 EC1180  DESIGNATION -  42 192
 EC1180  PID         -  EC1180
 EC1180  STATE/COUNTY-  SC/SPARTANBURG
 EC1180  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1180
 EC1180                         *CURRENT SURVEY CONTROL
 EC1180  ___________________________________________________________________
 EC1180* NAD 83(2001)-  34 48 21.70334(N)    081 51 39.30927(W)     ADJUSTED  
 EC1180* NAVD 88     -       228.711  (meters)     750.36   (feet)  ADJUSTED  
 EC1180  ___________________________________________________________________
 EC1180  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EC1180  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 EC1180  DYNAMIC HT  -         228.486 (meters)     749.62  (feet)  COMP
 EC1180  MODELED GRAV-     979,645.8   (mgal)                       NAVD 88
 EC1180
 EC1180  HORZ ORDER  -  SECOND
 EC1180  VERT ORDER  -  FIRST     CLASS II
 EC1180
 EC1180.The horizontal coordinates were established by classical geodetic methods
 EC1180.and adjusted by the National Geodetic Survey in March 2004..
 EC1180
 EC1180.The orthometric height was determined by differential leveling
 EC1180.and adjusted by the National Geodetic Survey in June 1991..
 EC1180
 EC1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1180
 EC1180.The geoid height was determined by GEOID03.
 EC1180
 EC1180.The dynamic height is computed by dividing the NAVD 88
 EC1180.geopotential number by the normal gravity value computed on the
 EC1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1180.degrees latitude (g = 980.6199 gals.).
 EC1180
 EC1180.The modeled gravity was interpolated from observed gravity values.
 EC1180
 EC1180;                    North         East     Units Scale Factor Converg.
 EC1180;SPC SC       -   330,005.256   530,824.913   MT  0.99999041   -0 28 38.3
 EC1180;SPC SC       - 1,082,694.41  1,741,551.55   iFT  0.99999041   -0 28 38.3
 EC1180;UTM  17      - 3,851,870.439   421,253.716   MT  0.99967643   -0 29 29.2
 EC1180
 EC1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1180!SPC SC       -   0.99996900  x   0.99999041  =   0.99995941
 EC1180!UTM  17      -   0.99996900  x   0.99967643  =   0.99964544
 EC1180
 EC1180                          SUPERSEDED SURVEY CONTROL
 EC1180
 EC1180  NAD 83(1986)-  34 48 21.71363(N)    081 51 39.31452(W) AD(       ) 2
 EC1180  NAVD 88 (10/01/92)  228.71   (m)          750.4    (f) LEVELING    3  
 EC1180  NAVD 88 (07/30/91)  229.14   (m)          751.8    (f) LEVELING    3  
 EC1180  NGVD 29 (09/16/91)  228.830  (m)          750.75   (f) ADJUSTED    1 2
 EC1180
 EC1180.Superseded values are not recommended for survey control.
 EC1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1180.See file dsdata.txt to determine how the superseded data were derived.
 EC1180
 EC1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2125451870(NAD 83)
 EC1180_MARKER: DD = SURVEY DISK
 EC1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1180_SP_SET: CONCRETE POST
 EC1180_STAMPING: 42 192 1987
 EC1180_MARK LOGO: SCGS  
 EC1180_PROJECTION: FLUSH
 EC1180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1180+STABILITY: SURFACE MOTION
 EC1180
 EC1180  HISTORY     - Date     Condition        Report By
 EC1180  HISTORY     - 1987     MONUMENTED       SCGS
 EC1180  HISTORY     - 19881104 GOOD             SCGS
 EC1180
 EC1180                          STATION DESCRIPTION
 EC1180
 EC1180'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1180'1.7 MI SSE FROM PAULINE.
 EC1180'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 56 (2.7 MI SOUTH
 EC1180'SOUTHEAST OF PAULINE), GO NORTHERLY ON HIGHWAY 56 FOR 1.15 MI TO THE
 EC1180'MARK ON THE LEFT IN THE SOUTHEAST ANGLE OF A SAND ROAD LEADING WEST
 EC1180'AND A BRICK HOUSE ON THE RIGHT, 1.65 MI SOUTH OF THE JUNCTION OF
 EC1180'STATE HIGHWAY 215 IN PAULINE, 47.3 FT NORTHEAST OF A DOUBLE
 EC1180'TRUNKED OAK TREE, 14.6 FT SOUTH SOUTHEAST OF THE CENTER OF THE SAND
 EC1180'ROAD, 82.7 FT SOUTH SOUTHWEST OF A REFERENCE WASHER IN A POWER POLE
 EC1180'WITH A TRANSFORMER AND A GUY WIRE, 16.5 FT WEST SOUTHWEST OF THE
 EC1180'CENTER OF THE HIGHWAY, 28.3 FT NORTH NORTHEAST OF A REFERENCE WASHER
 EC1180'IN A MULTI-TRUNKED OAK TREE.
 EC1180'THE MARK IS 5.7 FT  NE FROM  A WITNESS POST
 EC1180'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1180
 EC1180                          STATION RECOVERY (1988)
 EC1180
 EC1180'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1143 ***********************************************************************
 EC1143  DESIGNATION -  42 193
 EC1143  PID         -  EC1143
 EC1143  STATE/COUNTY-  SC/SPARTANBURG
 EC1143  USGS QUAD   -  MOORE (1983)
 EC1143
 EC1143                         *CURRENT SURVEY CONTROL
 EC1143  ___________________________________________________________________
 EC1143* NAD 83(2001)-  34 50 54.58224(N)    081 58 02.09031(W)     ADJUSTED  
 EC1143* NAVD 88     -       213.225  (meters)     699.56   (feet)  ADJUSTED  
 EC1143  ___________________________________________________________________
 EC1143  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EC1143  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 EC1143  DYNAMIC HT  -         213.014 (meters)     698.86  (feet)  COMP
 EC1143  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 EC1143
 EC1143  HORZ ORDER  -  SECOND
 EC1143  VERT ORDER  -  FIRST     CLASS II
 EC1143
 EC1143.The horizontal coordinates were established by classical geodetic methods
 EC1143.and adjusted by the National Geodetic Survey in March 2004..
 EC1143
 EC1143.The orthometric height was determined by differential leveling
 EC1143.and adjusted by the National Geodetic Survey in June 1991..
 EC1143
 EC1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1143
 EC1143.The geoid height was determined by GEOID03.
 EC1143
 EC1143.The dynamic height is computed by dividing the NAVD 88
 EC1143.geopotential number by the normal gravity value computed on the
 EC1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1143.degrees latitude (g = 980.6199 gals.).
 EC1143
 EC1143.The modeled gravity was interpolated from observed gravity values.
 EC1143
 EC1143;                    North         East     Units Scale Factor Converg.
 EC1143;SPC SC       -   334,802.200   521,140.134   MT  1.00000542   -0 32 10.5
 EC1143;SPC SC       - 1,098,432.41  1,709,777.34   iFT  1.00000542   -0 32 10.5
 EC1143;UTM  17      - 3,856,668.474   411,573.236   MT  0.99969637   -0 33 09.8
 EC1143
 EC1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1143!SPC SC       -   0.99997144  x   1.00000542  =   0.99997686
 EC1143!UTM  17      -   0.99997144  x   0.99969637  =   0.99966782
 EC1143
 EC1143                          SUPERSEDED SURVEY CONTROL
 EC1143
 EC1143  NAD 83(1986)-  34 50 54.59443(N)    081 58 02.09140(W) AD(       ) 2
 EC1143  NAVD 88 (10/01/92)  213.22   (m)          699.5    (f) LEVELING    3  
 EC1143  NAVD 88 (07/30/91)  213.66   (m)          701.0    (f) LEVELING    3  
 EC1143  NGVD 29 (09/16/91)  213.328  (m)          699.89   (f) ADJUSTED    1 2
 EC1143
 EC1143.Superseded values are not recommended for survey control.
 EC1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1143.See file dsdata.txt to determine how the superseded data were derived.
 EC1143
 EC1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1157356668(NAD 83)
 EC1143_MARKER: DD = SURVEY DISK
 EC1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1143_SP_SET: CONCRETE POST
 EC1143_STAMPING: 42 193 1987
 EC1143_MARK LOGO: SCGS  
 EC1143_PROJECTION: FLUSH
 EC1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1143+STABILITY: SURFACE MOTION
 EC1143
 EC1143  HISTORY     - Date     Condition        Report By
 EC1143  HISTORY     - 1987     MONUMENTED       SCGS
 EC1143  HISTORY     - 19900301 GOOD             SCGS
 EC1143
 EC1143                          STATION DESCRIPTION
 EC1143
 EC1143'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1143'1.7 MI ENE FROM MOORE.
 EC1143'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND U.S. HIGHWAY 221 (1.3
 EC1143'MI EAST OF MOORE), GO NORTH ON HIGHWAY 221 FOR 0.7 MI TO THE MARK
 EC1143'ON THE RIGHT IN THE SHOULDER AND NEAR A SMALL OFFICE BUILDING, 1.6
 EC1143'MI SOUTH OF THE JUNCTION OF STATE HIGHWAY 215, 15.0 FT EAST OF THE
 EC1143'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 62.5 FT WEST
 EC1143'NORTHWEST OF THE NORTH CORNER OF THE BUILDING, 14.0 FT NORTH
 EC1143'NORTHWEST OF A METAL WATER METER COVER.
 EC1143'THE MARK IS 12.0 FT  W FROM  A WITNESS POST
 EC1143'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1143
 EC1143                          STATION RECOVERY (1990)
 EC1143
 EC1143'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1146 ***********************************************************************
 EC1146  DESIGNATION -  42 196
 EC1146  PID         -  EC1146
 EC1146  STATE/COUNTY-  SC/SPARTANBURG
 EC1146  USGS QUAD   -  SPARTANBURG (1983)
 EC1146
 EC1146                         *CURRENT SURVEY CONTROL
 EC1146  ___________________________________________________________________
 EC1146* NAD 83(2001)-  34 52 48.26354(N)    081 57 22.33264(W)     ADJUSTED  
 EC1146* NAVD 88     -       211.542  (meters)     694.03   (feet)  ADJUSTED  
 EC1146  ___________________________________________________________________
 EC1146  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EC1146  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EC1146  DYNAMIC HT  -         211.333 (meters)     693.35  (feet)  COMP
 EC1146  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 EC1146
 EC1146  HORZ ORDER  -  SECOND
 EC1146  VERT ORDER  -  FIRST     CLASS II
 EC1146
 EC1146.The horizontal coordinates were established by classical geodetic methods
 EC1146.and adjusted by the National Geodetic Survey in March 2004..
 EC1146
 EC1146.The orthometric height was determined by differential leveling
 EC1146.and adjusted by the National Geodetic Survey in June 1991..
 EC1146
 EC1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1146
 EC1146.The geoid height was determined by GEOID03.
 EC1146
 EC1146.The dynamic height is computed by dividing the NAVD 88
 EC1146.geopotential number by the normal gravity value computed on the
 EC1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1146.degrees latitude (g = 980.6199 gals.).
 EC1146
 EC1146.The modeled gravity was interpolated from observed gravity values.
 EC1146
 EC1146;                    North         East     Units Scale Factor Converg.
 EC1146;SPC SC       -   338,295.909   522,182.531   MT  1.00001695   -0 31 48.4
 EC1146;SPC SC       - 1,109,894.71  1,713,197.28   iFT  1.00001695   -0 31 48.4
 EC1146;UTM  17      - 3,860,160.776   412,616.317   MT  0.99969411   -0 32 48.7
 EC1146
 EC1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1146!SPC SC       -   0.99997171  x   1.00001695  =   0.99998866
 EC1146!UTM  17      -   0.99997171  x   0.99969411  =   0.99966583
 EC1146
 EC1146                          SUPERSEDED SURVEY CONTROL
 EC1146
 EC1146  NAD 83(1986)-  34 52 48.27578(N)    081 57 22.33464(W) AD(       ) 2
 EC1146  NAVD 88 (10/01/92)  211.54   (m)          694.0    (f) LEVELING    3  
 EC1146  NAVD 88 (07/30/91)  211.98   (m)          695.5    (f) LEVELING    3  
 EC1146  NGVD 29 (09/16/91)  211.647  (m)          694.38   (f) ADJUSTED    1 2
 EC1146
 EC1146.Superseded values are not recommended for survey control.
 EC1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1146.See file dsdata.txt to determine how the superseded data were derived.
 EC1146
 EC1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1261660161(NAD 83)
 EC1146_MARKER: DD = SURVEY DISK
 EC1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1146_SP_SET: CONCRETE POST
 EC1146_STAMPING: 42 196 1987
 EC1146_MARK LOGO: SCGS  
 EC1146_PROJECTION: FLUSH
 EC1146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1146+STABILITY: SURFACE MOTION
 EC1146
 EC1146  HISTORY     - Date     Condition        Report By
 EC1146  HISTORY     - 1987     MONUMENTED       SCGS
 EC1146  HISTORY     - 19880322 GOOD             SCGS
 EC1146
 EC1146                          STATION DESCRIPTION
 EC1146
 EC1146'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1146'0.6 MI EAST FROM ROEBUCK.
 EC1146'FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE HIGHWAY 215 (0.3 MI
 EC1146'SOUTHEAST OF ROEBUCK), GO NORTH ON HIGHWAY 221 FOR 0.6 MI TO THE
 EC1146'MARK ON THE RIGHT BEHIND A GUARD RAIL, 22.0 FT EAST OF THE CENTER OF
 EC1146'THE NORTHBOUND LANES OF THE HIGHWAY, 36.8 FT WEST OF A 10-INCH ELM
 EC1146'TREE WITH A REFERENCE WASHER ATTACHED, 10.0 FT NORTH OF THE SECOND
 EC1146'GUARD RAIL POST FROM THE END WITH A REFERENCE WASHER ATTACHED.
 EC1146'THE MARK IS 2.5 FT  SE FROM  A WITNESS POST
 EC1146'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1146
 EC1146                          STATION RECOVERY (1988)
 EC1146
 EC1146'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1147 ***********************************************************************
 EC1147  DESIGNATION -  42 197
 EC1147  PID         -  EC1147
 EC1147  STATE/COUNTY-  SC/SPARTANBURG
 EC1147  USGS QUAD   -  SPARTANBURG (1983)
 EC1147
 EC1147                         *CURRENT SURVEY CONTROL
 EC1147  ___________________________________________________________________
 EC1147* NAD 83(2001)-  34 53 24.30671(N)    081 57 32.10616(W)     ADJUSTED  
 EC1147* NAVD 88     -       234.355  (meters)     768.88   (feet)  ADJUSTED  
 EC1147  ___________________________________________________________________
 EC1147  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EC1147  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EC1147  DYNAMIC HT  -         234.124 (meters)     768.12  (feet)  COMP
 EC1147  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 EC1147
 EC1147  HORZ ORDER  -  SECOND
 EC1147  VERT ORDER  -  FIRST     CLASS II
 EC1147
 EC1147.The horizontal coordinates were established by classical geodetic methods
 EC1147.and adjusted by the National Geodetic Survey in March 2004..
 EC1147
 EC1147.The orthometric height was determined by differential leveling
 EC1147.and adjusted by the National Geodetic Survey in June 1991..
 EC1147
 EC1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1147
 EC1147.The geoid height was determined by GEOID03.
 EC1147
 EC1147.The dynamic height is computed by dividing the NAVD 88
 EC1147.geopotential number by the normal gravity value computed on the
 EC1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1147.degrees latitude (g = 980.6199 gals.).
 EC1147
 EC1147.The modeled gravity was interpolated from observed gravity values.
 EC1147
 EC1147;                    North         East     Units Scale Factor Converg.
 EC1147;SPC SC       -   339,408.897   521,944.647   MT  1.00002067   -0 31 53.8
 EC1147;SPC SC       - 1,113,546.25  1,712,416.82   iFT  1.00002067   -0 31 53.8
 EC1147;UTM  17      - 3,861,273.473   412,378.837   MT  0.99969462   -0 32 54.7
 EC1147
 EC1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1147!SPC SC       -   0.99996814  x   1.00002067  =   0.99998881
 EC1147!UTM  17      -   0.99996814  x   0.99969462  =   0.99966277
 EC1147
 EC1147                          SUPERSEDED SURVEY CONTROL
 EC1147
 EC1147  NAD 83(1986)-  34 53 24.31879(N)    081 57 32.10933(W) AD(       ) 2
 EC1147  NAVD 88 (10/01/92)  234.36   (m)          768.9    (f) LEVELING    3  
 EC1147  NAVD 88 (07/30/91)  234.79   (m)          770.3    (f) LEVELING    3  
 EC1147  NGVD 29 (09/16/91)  234.461  (m)          769.23   (f) ADJUSTED    1 2
 EC1147
 EC1147.Superseded values are not recommended for survey control.
 EC1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1147.See file dsdata.txt to determine how the superseded data were derived.
 EC1147
 EC1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1237961273(NAD 83)
 EC1147_MARKER: DD = SURVEY DISK
 EC1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1147_SP_SET: CONCRETE POST
 EC1147_STAMPING: 42 197 1987
 EC1147_MARK LOGO: SCGS  
 EC1147_PROJECTION: FLUSH
 EC1147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1147+STABILITY: SURFACE MOTION
 EC1147
 EC1147  HISTORY     - Date     Condition        Report By
 EC1147  HISTORY     - 1987     MONUMENTED       SCGS
 EC1147  HISTORY     - 19880323 GOOD             SCGS
 EC1147
 EC1147                          STATION DESCRIPTION
 EC1147
 EC1147'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1147'0.8 MI NNE FROM ROEBUCK.
 EC1147'FROM THE JUNCTION OF STATE HIGHWAY 215 AND U.S. HIGHWAY 221 (0.3 MI
 EC1147'SOUTHEAST OF ROEBUCK), GO NORTH ON HIGHWAY 221 FOR 1.3 MI TO THE
 EC1147'MARK ON THE LEFT IN THE NORTHERN MOST ISLAND AT THE JUNCTION OF CHURCH
 EC1147'LANE, 30.0 FT EAST SOUTHEAST OF THE CENTER OF THE SOUTHBOUND LANES
 EC1147'OF THE HIGHWAY, 29.0 FT NORTHWEST OF THE CENTER OF THE SOUTHBOUND
 EC1147'LANE OF CHURCH LANE, 7.6 FT SOUTHEAST OF THE NORTHEAST END OF A PIPE
 EC1147'CULVERT IN THE ISLAND.
 EC1147'THE MARK IS 18.5 FT  WNW FROM  A WITNESS POST
 EC1147'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1147
 EC1147                          STATION RECOVERY (1988)
 EC1147
 EC1147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1148 ***********************************************************************
 EC1148  DESIGNATION -  42 198
 EC1148  PID         -  EC1148
 EC1148  STATE/COUNTY-  SC/SPARTANBURG
 EC1148  USGS QUAD   -  SPARTANBURG (1983)
 EC1148
 EC1148                         *CURRENT SURVEY CONTROL
 EC1148  ___________________________________________________________________
 EC1148* NAD 83(2001)-  34 53 37.40826(N)    081 57 16.97338(W)     ADJUSTED  
 EC1148* NAVD 88     -       237.415  (meters)     778.92   (feet)  ADJUSTED  
 EC1148  ___________________________________________________________________
 EC1148  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 EC1148  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 EC1148  DYNAMIC HT  -         237.180 (meters)     778.15  (feet)  COMP
 EC1148  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 EC1148
 EC1148  HORZ ORDER  -  SECOND
 EC1148  VERT ORDER  -  FIRST     CLASS II
 EC1148
 EC1148.The horizontal coordinates were established by classical geodetic methods
 EC1148.and adjusted by the National Geodetic Survey in March 2004..
 EC1148
 EC1148.The orthometric height was determined by differential leveling
 EC1148.and adjusted by the National Geodetic Survey in June 1991..
 EC1148
 EC1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1148
 EC1148.The geoid height was determined by GEOID03.
 EC1148
 EC1148.The dynamic height is computed by dividing the NAVD 88
 EC1148.geopotential number by the normal gravity value computed on the
 EC1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1148.degrees latitude (g = 980.6199 gals.).
 EC1148
 EC1148.The modeled gravity was interpolated from observed gravity values.
 EC1148
 EC1148;                    North         East     Units Scale Factor Converg.
 EC1148;SPC SC       -   339,809.072   522,332.615   MT  1.00002203   -0 31 45.5
 EC1148;SPC SC       - 1,114,859.16  1,713,689.68   iFT  1.00002203   -0 31 45.5
 EC1148;UTM  17      - 3,861,673.402   412,766.796   MT  0.99969379   -0 32 46.3
 EC1148
 EC1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1148!SPC SC       -   0.99996766  x   1.00002203  =   0.99998969
 EC1148!UTM  17      -   0.99996766  x   0.99969379  =   0.99966146
 EC1148
 EC1148                          SUPERSEDED SURVEY CONTROL
 EC1148
 EC1148  NAD 83(1986)-  34 53 37.42065(N)    081 57 16.97699(W) AD(       ) 2
 EC1148  NAVD 88 (10/01/92)  237.41   (m)          778.9    (f) LEVELING    3  
 EC1148  NAVD 88 (07/30/91)  237.85   (m)          780.3    (f) LEVELING    3  
 EC1148  NGVD 29 (09/16/91)  237.521  (m)          779.27   (f) ADJUSTED    1 2
 EC1148
 EC1148.Superseded values are not recommended for survey control.
 EC1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1148.See file dsdata.txt to determine how the superseded data were derived.
 EC1148
 EC1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1276761673(NAD 83)
 EC1148_MARKER: DD = SURVEY DISK
 EC1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1148_SP_SET: CONCRETE POST
 EC1148_STAMPING: 42 198 1987
 EC1148_MARK LOGO: SCGS  
 EC1148_PROJECTION: FLUSH
 EC1148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1148+STABILITY: SURFACE MOTION
 EC1148
 EC1148  HISTORY     - Date     Condition        Report By
 EC1148  HISTORY     - 1987     MONUMENTED       SCGS
 EC1148  HISTORY     - 19880323 GOOD             SCGS
 EC1148
 EC1148                          STATION DESCRIPTION
 EC1148
 EC1148'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1148'1.1 MI NE FROM ROEBUCK.
 EC1148'FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221 AND STATE HIGHWAY 295
 EC1148'(2.2 MI NORTH NORTHEAST OF ROEBUCK), GO SOUTH SOUTHWEST ON HIGHWAY
 EC1148'221 FOR 1.0 MI TO THE MARK ON THE EAST SIDE OF THE NORTHBOUND LANES
 EC1148'OF THE HIGHWAY AND NEAR A POWER POLE ON THE PROPERTY OF A CEMETARY
 EC1148'(SPARTANBURG MEMORIAL GARDENS), 39.2 FT EAST SOUTHEAST OF THE CENTER
 EC1148'OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.2 FT NORTH OF THE POWER
 EC1148'POLE WITH A REFERENCE WASHER ATTACHED, 20.2 FT WEST OF A 14-INCH OAK
 EC1148'TREE.
 EC1148'THE MARK IS 5.3 FT  NNE FROM  A WITNESS POST
 EC1148'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
 EC1148
 EC1148                          STATION RECOVERY (1988)
 EC1148
 EC1148'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1151 ***********************************************************************
 EC1151  DESIGNATION -  42 199
 EC1151  PID         -  EC1151
 EC1151  STATE/COUNTY-  SC/SPARTANBURG
 EC1151  USGS QUAD   -  SPARTANBURG (1983)
 EC1151
 EC1151                         *CURRENT SURVEY CONTROL
 EC1151  ___________________________________________________________________
 EC1151* NAD 83(2001)-  34 54 17.68000(N)    081 56 33.40269(W)     ADJUSTED  
 EC1151* NAVD 88     -       207.413  (meters)     680.49   (feet)  ADJUSTED  
 EC1151  ___________________________________________________________________
 EC1151  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 EC1151  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EC1151  DYNAMIC HT  -         207.208 (meters)     679.81  (feet)  COMP
 EC1151  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 EC1151
 EC1151  HORZ ORDER  -  SECOND
 EC1151  VERT ORDER  -  FIRST     CLASS II
 EC1151
 EC1151.The horizontal coordinates were established by classical geodetic methods
 EC1151.and adjusted by the National Geodetic Survey in March 2004..
 EC1151
 EC1151.The orthometric height was determined by differential leveling
 EC1151.and adjusted by the National Geodetic Survey in June 1991..
 EC1151
 EC1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1151
 EC1151.The geoid height was determined by GEOID03.
 EC1151
 EC1151.The dynamic height is computed by dividing the NAVD 88
 EC1151.geopotential number by the normal gravity value computed on the
 EC1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1151.degrees latitude (g = 980.6199 gals.).
 EC1151
 EC1151.The modeled gravity was interpolated from observed gravity values.
 EC1151
 EC1151;                    North         East     Units Scale Factor Converg.
 EC1151;SPC SC       -   341,039.921   523,450.197   MT  1.00002623   -0 31 21.3
 EC1151;SPC SC       - 1,118,897.38  1,717,356.29   iFT  1.00002623   -0 31 21.3
 EC1151;UTM  17      - 3,862,903.515   413,884.369   MT  0.99969140   -0 32 21.9
 EC1151
 EC1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1151!SPC SC       -   0.99997237  x   1.00002623  =   0.99999860
 EC1151!UTM  17      -   0.99997237  x   0.99969140  =   0.99966378
 EC1151
 EC1151                          SUPERSEDED SURVEY CONTROL
 EC1151
 EC1151  NAD 83(1986)-  34 54 17.69264(N)    081 56 33.40708(W) AD(       ) 2
 EC1151  NAVD 88 (10/01/92)  207.41   (m)          680.5    (f) LEVELING    3  
 EC1151  NAVD 88 (07/30/91)  207.85   (m)          681.9    (f) LEVELING    3  
 EC1151  NGVD 29 (09/16/91)  207.524  (m)          680.85   (f) ADJUSTED    1 2
 EC1151
 EC1151.Superseded values are not recommended for survey control.
 EC1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1151.See file dsdata.txt to determine how the superseded data were derived.
 EC1151
 EC1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1388462904(NAD 83)
 EC1151_MARKER: DD = SURVEY DISK
 EC1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1151_SP_SET: CONCRETE POST
 EC1151_STAMPING: 42 199 1987
 EC1151_MARK LOGO: SCGS  
 EC1151_PROJECTION: FLUSH
 EC1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1151+STABILITY: SURFACE MOTION
 EC1151
 EC1151  HISTORY     - Date     Condition        Report By
 EC1151  HISTORY     - 1987     MONUMENTED       SCGS
 EC1151  HISTORY     - 19880331 GOOD             SCGS
 EC1151
 EC1151                          STATION DESCRIPTION
 EC1151
 EC1151'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1151'3.1 MI SSW FROM SPARTANBURG.
 EC1151'FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221 AND STATE HIGHWAY 295
 EC1151'(3.1 MI SOUTH SOUTHWEST OF SPARTANBURG), GO EAST SOUTHEAST ON
 EC1151'HIGHWAY 295 FOR 0.3 MI TO THE MARK ON THE LEFT IN THE SHOULDER OF
 EC1151'THE HIGHWAY, 28.7 FT SOUTH SOUTHWEST OF A 6-INCH OAK TREE, 17.7 FT
 EC1151'NORTH OF THE CENTER OF THE HIGHWAY.
 EC1151'THE MARK IS 10.4 FT  SSE FROM  A WITNESS POST
 EC1151'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1151
 EC1151                          STATION RECOVERY (1988)
 EC1151
 EC1151'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1153 ***********************************************************************
 EC1153  DESIGNATION -  42 201
 EC1153  PID         -  EC1153
 EC1153  STATE/COUNTY-  SC/SPARTANBURG
 EC1153  USGS QUAD   -  SPARTANBURG (1983)
 EC1153
 EC1153                         *CURRENT SURVEY CONTROL
 EC1153  ___________________________________________________________________
 EC1153* NAD 83(2001)-  34 54 25.84063(N)    081 55 07.86615(W)     ADJUSTED  
 EC1153* NAVD 88     -       195.007  (meters)     639.79   (feet)  ADJUSTED  
 EC1153  ___________________________________________________________________
 EC1153  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 EC1153  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC1153  DYNAMIC HT  -         194.814 (meters)     639.15  (feet)  COMP
 EC1153  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 EC1153
 EC1153  HORZ ORDER  -  SECOND
 EC1153  VERT ORDER  -  FIRST     CLASS II
 EC1153
 EC1153.The horizontal coordinates were established by classical geodetic methods
 EC1153.and adjusted by the National Geodetic Survey in March 2004..
 EC1153
 EC1153.The orthometric height was determined by differential leveling
 EC1153.and adjusted by the National Geodetic Survey in June 1991..
 EC1153
 EC1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1153
 EC1153.The geoid height was determined by GEOID03.
 EC1153
 EC1153.The dynamic height is computed by dividing the NAVD 88
 EC1153.geopotential number by the normal gravity value computed on the
 EC1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1153.degrees latitude (g = 980.6199 gals.).
 EC1153
 EC1153.The modeled gravity was interpolated from observed gravity values.
 EC1153
 EC1153;                    North         East     Units Scale Factor Converg.
 EC1153;SPC SC       -   341,271.842   525,623.928   MT  1.00002709   -0 30 33.9
 EC1153;SPC SC       - 1,119,658.27  1,724,487.95   iFT  1.00002709   -0 30 33.9
 EC1153;UTM  17      - 3,863,134.727   416,057.434   MT  0.99968684   -0 31 33.0
 EC1153
 EC1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1153!SPC SC       -   0.99997432  x   1.00002709  =   1.00000141
 EC1153!UTM  17      -   0.99997432  x   0.99968684  =   0.99966117
 EC1153
 EC1153                          SUPERSEDED SURVEY CONTROL
 EC1153
 EC1153  NAD 83(1986)-  34 54 25.85282(N)    081 55 07.87053(W) AD(       ) 2
 EC1153  NAVD 88 (10/01/92)  195.01   (m)          639.8    (f) LEVELING    3  
 EC1153  NAVD 88 (07/30/91)  195.44   (m)          641.2    (f) LEVELING    3  
 EC1153  NGVD 29 (09/16/91)  195.114  (m)          640.14   (f) ADJUSTED    1 2
 EC1153
 EC1153.Superseded values are not recommended for survey control.
 EC1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1153.See file dsdata.txt to determine how the superseded data were derived.
 EC1153
 EC1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1605763135(NAD 83)
 EC1153_MARKER: DD = SURVEY DISK
 EC1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1153_SP_SET: CONCRETE POST
 EC1153_STAMPING: 42 201 1987
 EC1153_MARK LOGO: SCGS  
 EC1153_PROJECTION: FLUSH
 EC1153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1153+STABILITY: SURFACE MOTION
 EC1153
 EC1153  HISTORY     - Date     Condition        Report By
 EC1153  HISTORY     - 1987     MONUMENTED       SCGS
 EC1153  HISTORY     - 19880331 GOOD             SCGS
 EC1153
 EC1153                          STATION DESCRIPTION
 EC1153
 EC1153'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1153'3.0 MI SSE FROM SPARTANBURG.
 EC1153'FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221 AND STATE HIGHWAY 295
 EC1153'(3.1 MI SOUTH SOUTHWEST OF SPARTANBURG), GO EAST SOUTHEAST ON
 EC1153'HIGHWAY 295 FOR 1.1 MI TO THE MARK ON THE RIGHT IN THE SHOULDER OF
 EC1153'THE HIGHWAY, 21.3 FT SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 EC1153'90.0 FT NORTHEAST OF A 20-INCH OAK TREE, 51.0 FT NORTHWEST
 EC1153'OF AN 8-INCH OAK TREE.
 EC1153'THE MARK IS 7.1 FT  NNW FROM  A WITNESS POST
 EC1153'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1153
 EC1153                          STATION RECOVERY (1988)
 EC1153
 EC1153'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1154 ***********************************************************************
 EC1154  DESIGNATION -  42 202
 EC1154  PID         -  EC1154
 EC1154  STATE/COUNTY-  SC/SPARTANBURG
 EC1154  USGS QUAD   -  SPARTANBURG (1983)
 EC1154
 EC1154                         *CURRENT SURVEY CONTROL
 EC1154  ___________________________________________________________________
 EC1154* NAD 83(2001)-  34 54 39.94194(N)    081 54 46.02123(W)     ADJUSTED  
 EC1154* NAVD 88     -       206.500  (meters)     677.49   (feet)  ADJUSTED  
 EC1154  ___________________________________________________________________
 EC1154  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EC1154  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC1154  DYNAMIC HT  -         206.296 (meters)     676.82  (feet)  COMP
 EC1154  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 EC1154
 EC1154  HORZ ORDER  -  SECOND
 EC1154  VERT ORDER  -  FIRST     CLASS II
 EC1154
 EC1154.The horizontal coordinates were established by classical geodetic methods
 EC1154.and adjusted by the National Geodetic Survey in March 2004..
 EC1154
 EC1154.The orthometric height was determined by differential leveling
 EC1154.and adjusted by the National Geodetic Survey in June 1991..
 EC1154
 EC1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1154
 EC1154.The geoid height was determined by GEOID03.
 EC1154
 EC1154.The dynamic height is computed by dividing the NAVD 88
 EC1154.geopotential number by the normal gravity value computed on the
 EC1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1154.degrees latitude (g = 980.6199 gals.).
 EC1154
 EC1154.The modeled gravity was interpolated from observed gravity values.
 EC1154
 EC1154;                    North         East     Units Scale Factor Converg.
 EC1154;SPC SC       -   341,701.474   526,182.324   MT  1.00002857   -0 30 21.8
 EC1154;SPC SC       - 1,121,067.83  1,726,319.96   iFT  1.00002857   -0 30 21.8
 EC1154;UTM  17      - 3,863,564.052   416,615.762   MT  0.99968569   -0 31 20.7
 EC1154
 EC1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1154!SPC SC       -   0.99997252  x   1.00002857  =   1.00000109
 EC1154!UTM  17      -   0.99997252  x   0.99968569  =   0.99965822
 EC1154
 EC1154                          SUPERSEDED SURVEY CONTROL
 EC1154
 EC1154  NAD 83(1986)-  34 54 39.95400(N)    081 54 46.02544(W) AD(       ) 2
 EC1154  NAVD 88 (10/01/92)  206.50   (m)          677.5    (f) LEVELING    3  
 EC1154  NAVD 88 (07/30/91)  206.94   (m)          678.9    (f) LEVELING    3  
 EC1154  NGVD 29 (09/16/91)  206.607  (m)          677.84   (f) ADJUSTED    1 2
 EC1154
 EC1154.Superseded values are not recommended for survey control.
 EC1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1154.See file dsdata.txt to determine how the superseded data were derived.
 EC1154
 EC1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1661663564(NAD 83)
 EC1154_MARKER: DD = SURVEY DISK
 EC1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1154_SP_SET: CONCRETE POST
 EC1154_STAMPING: 42 202 1987
 EC1154_MARK LOGO: SCGS  
 EC1154_PROJECTION: FLUSH
 EC1154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1154+STABILITY: SURFACE MOTION
 EC1154
 EC1154  HISTORY     - Date     Condition        Report By
 EC1154  HISTORY     - 1987     MONUMENTED       SCGS
 EC1154  HISTORY     - 19880401 GOOD             SCGS
 EC1154
 EC1154                          STATION DESCRIPTION
 EC1154
 EC1154'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1154'2.8 MI SOUTH FROM SPARTANBURG.
 EC1154'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1154'SPARTANBURG), GO WEST SOUTHWEST OF HIGHWAY 295 FOR 1.6 MI TO THE
 EC1154'MARK ON THE RIGHT IN THE SHOULDER OF THE HIGHWAY, 19.4 FT NORTH
 EC1154'NORTHWEST OF THE CENTER OF THE HIGHWAY, 313.4 FT WEST SOUTHWEST OF
 EC1154'AN OVERHEAD POWER LINE CROSSING, 51.0 FT EAST NORTHEAST OF A
 EC1154'METAL SIGN POST (PLANT ENTRANCE).
 EC1154'THE MARK IS 5.1 FT  SSE FROM  A WITNESS POST
 EC1154'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1154
 EC1154                          STATION RECOVERY (1988)
 EC1154
 EC1154'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1155 ***********************************************************************
 EC1155  DESIGNATION -  42 203
 EC1155  PID         -  EC1155
 EC1155  STATE/COUNTY-  SC/SPARTANBURG
 EC1155  USGS QUAD   -  SPARTANBURG (1983)
 EC1155
 EC1155                         *CURRENT SURVEY CONTROL
 EC1155  ___________________________________________________________________
 EC1155* NAD 83(2001)-  34 54 55.70964(N)    081 54 06.54319(W)     ADJUSTED  
 EC1155* NAVD 88     -       239.248  (meters)     784.93   (feet)  ADJUSTED  
 EC1155  ___________________________________________________________________
 EC1155  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EC1155  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EC1155  DYNAMIC HT  -         239.012 (meters)     784.16  (feet)  COMP
 EC1155  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 EC1155
 EC1155  HORZ ORDER  -  SECOND
 EC1155  VERT ORDER  -  FIRST     CLASS II
 EC1155
 EC1155.The horizontal coordinates were established by classical geodetic methods
 EC1155.and adjusted by the National Geodetic Survey in March 2004..
 EC1155
 EC1155.The orthometric height was determined by differential leveling
 EC1155.and adjusted by the National Geodetic Survey in June 1991..
 EC1155
 EC1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1155
 EC1155.The geoid height was determined by GEOID03.
 EC1155
 EC1155.The dynamic height is computed by dividing the NAVD 88
 EC1155.geopotential number by the normal gravity value computed on the
 EC1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1155.degrees latitude (g = 980.6199 gals.).
 EC1155
 EC1155.The modeled gravity was interpolated from observed gravity values.
 EC1155
 EC1155;                    North         East     Units Scale Factor Converg.
 EC1155;SPC SC       -   342,178.575   527,188.713   MT  1.00003023   -0 29 59.9
 EC1155;SPC SC       - 1,122,633.12  1,729,621.76   iFT  1.00003023   -0 29 59.9
 EC1155;UTM  17      - 3,864,040.703   417,621.940   MT  0.99968364   -0 30 58.3
 EC1155
 EC1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1155!SPC SC       -   0.99996738  x   1.00003023  =   0.99999761
 EC1155!UTM  17      -   0.99996738  x   0.99968364  =   0.99965103
 EC1155
 EC1155:                Primary Azimuth Mark                     Grid Az
 EC1155:SPC SC       -  SPARTANBURG MUNICIPAL TANK               325 45 55.0
 EC1155:UTM  17      -  SPARTANBURG MUNICIPAL TANK               325 46 53.4
 EC1155
 EC1155|---------------------------------------------------------------------|
 EC1155| PID    Reference Object                     Distance      Geod. Az  |
 EC1155|                                                           dddmmss.s |
 EC1155| EC1855 SPARTANBURG MUNICIPAL TANK          APPROX. 4.5 KM 3251555.1 |
 EC1155| EC1866 SPARTANBURG FIRST BAP CH SPIRE      APPROX. 4.6 KM 3294224.4 |
 EC1155|---------------------------------------------------------------------|
 EC1155
 EC1155                          SUPERSEDED SURVEY CONTROL
 EC1155
 EC1155  NAD 83(1986)-  34 54 55.72150(N)    081 54 06.54728(W) AD(       ) 2
 EC1155  NAVD 88 (10/01/92)  239.25   (m)          784.9    (f) LEVELING    3  
 EC1155  NAVD 88 (07/30/91)  239.68   (m)          786.4    (f) LEVELING    3  
 EC1155  NGVD 29 (09/16/91)  239.355  (m)          785.28   (f) ADJUSTED    1 2
 EC1155
 EC1155.Superseded values are not recommended for survey control.
 EC1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1155.See file dsdata.txt to determine how the superseded data were derived.
 EC1155
 EC1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1762264041(NAD 83)
 EC1155_MARKER: DD = SURVEY DISK
 EC1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1155_SP_SET: CONCRETE POST
 EC1155_STAMPING: 42 203 1987
 EC1155_MARK LOGO: SCGS  
 EC1155_PROJECTION: FLUSH
 EC1155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1155+STABILITY: SURFACE MOTION
 EC1155
 EC1155  HISTORY     - Date     Condition        Report By
 EC1155  HISTORY     - 1987     MONUMENTED       SCGS
 EC1155  HISTORY     - 19880404 GOOD             SCGS
 EC1155
 EC1155                          STATION DESCRIPTION
 EC1155
 EC1155'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1155'2.9 MI SSE FROM SPARTANBURG.
 EC1155'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1155'SPARTANBURG), GO WEST SOUTHWEST ON HIGHWAY 295 FOR 0.95 MI TO THE
 EC1155'MARK ON THE LEFT IN THE SHOULDER OF THE HIGHWAY, 29.0 FT SOUTH
 EC1155'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 14.0 FT NORTH NORTHWEST OF A
 EC1155'CONCRETE MARKER (MV), 65.0 FT NORTH OF A 7-INCH PERSIMMON TREE WITH
 EC1155'A REFERENCE WASHER ATTACHED.
 EC1155'THE MARK IS 18.0 FT  N FROM  A WITNESS POST
 EC1155'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1155
 EC1155                          STATION RECOVERY (1988)
 EC1155
 EC1155'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1156 ***********************************************************************
 EC1156  DESIGNATION -  42 204
 EC1156  PID         -  EC1156
 EC1156  STATE/COUNTY-  SC/SPARTANBURG
 EC1156  USGS QUAD   -  SPARTANBURG (1983)
 EC1156
 EC1156                         *CURRENT SURVEY CONTROL
 EC1156  ___________________________________________________________________
 EC1156* NAD 83(2001)-  34 55 17.49904(N)    081 53 14.40846(W)     ADJUSTED  
 EC1156* NAVD 88     -       239.441  (meters)     785.57   (feet)  ADJUSTED  
 EC1156  ___________________________________________________________________
 EC1156  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EC1156  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EC1156  DYNAMIC HT  -         239.204 (meters)     784.79  (feet)  COMP
 EC1156  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 EC1156
 EC1156  HORZ ORDER  -  SECOND
 EC1156  VERT ORDER  -  FIRST     CLASS II
 EC1156
 EC1156.The horizontal coordinates were established by classical geodetic methods
 EC1156.and adjusted by the National Geodetic Survey in March 2004..
 EC1156
 EC1156.The orthometric height was determined by differential leveling
 EC1156.and adjusted by the National Geodetic Survey in June 1991..
 EC1156
 EC1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1156
 EC1156.The geoid height was determined by GEOID03.
 EC1156
 EC1156.The dynamic height is computed by dividing the NAVD 88
 EC1156.geopotential number by the normal gravity value computed on the
 EC1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1156.degrees latitude (g = 980.6199 gals.).
 EC1156
 EC1156.The modeled gravity was interpolated from observed gravity values.
 EC1156
 EC1156;                    North         East     Units Scale Factor Converg.
 EC1156;SPC SC       -   342,838.587   528,517.850   MT  1.00003254   -0 29 31.0
 EC1156;SPC SC       - 1,124,798.51  1,733,982.45   iFT  1.00003254   -0 29 31.0
 EC1156;UTM  17      - 3,864,700.110   418,950.799   MT  0.99968096   -0 30 28.8
 EC1156
 EC1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1156!SPC SC       -   0.99996735  x   1.00003254  =   0.99999989
 EC1156!UTM  17      -   0.99996735  x   0.99968096  =   0.99964832
 EC1156
 EC1156                          SUPERSEDED SURVEY CONTROL
 EC1156
 EC1156  NAD 83(1986)-  34 55 17.51077(N)    081 53 14.41245(W) AD(       ) 2
 EC1156  NAVD 88 (10/01/92)  239.44   (m)          785.6    (f) LEVELING    3  
 EC1156  NAVD 88 (07/30/91)  239.87   (m)          787.0    (f) LEVELING    3  
 EC1156  NGVD 29 (09/16/91)  239.549  (m)          785.92   (f) ADJUSTED    1 2
 EC1156
 EC1156.Superseded values are not recommended for survey control.
 EC1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1156.See file dsdata.txt to determine how the superseded data were derived.
 EC1156
 EC1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1895164700(NAD 83)
 EC1156_MARKER: DD = SURVEY DISK
 EC1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1156_SP_SET: CONCRETE POST
 EC1156_STAMPING: 42 204 1987
 EC1156_MARK LOGO: SCGS  
 EC1156_PROJECTION: FLUSH
 EC1156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1156+STABILITY: SURFACE MOTION
 EC1156
 EC1156  HISTORY     - Date     Condition        Report By
 EC1156  HISTORY     - 1987     MONUMENTED       SCGS
 EC1156  HISTORY     - 19881024 GOOD             SCGS
 EC1156
 EC1156                          STATION DESCRIPTION
 EC1156
 EC1156'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1156'3.2 MI NW FROM SPARTANBURG.
 EC1156'AT THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1156'SPARTANBURG), IN THE SHOULDER IN THE NORTHWEST ANGLE OF THE JUNCTION,
 EC1156'17.0 FT NORTH NORTHEAST OF A POWER POLE, 57.2 FT WEST OF THE
 EC1156'CENTER OF HIGHWAY 56, 49.3 FT NORTH OF THE CENTER OF HIGHWAY 295,
 EC1156'122.0 FT SOUTH OF THE ENTRANCE DRIVEWAY ON HIGHWAY 56 TO THE EDWIN
 EC1156'P TODD ELEMENTARY SCHOOL.
 EC1156'THE MARK IS 11.0 FT  ENE FROM  A WITNESS POST
 EC1156'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 EC1156
 EC1156                          STATION RECOVERY (1988)
 EC1156
 EC1156'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1179 ***********************************************************************
 EC1179  DESIGNATION -  42 205
 EC1179  PID         -  EC1179
 EC1179  STATE/COUNTY-  SC/SPARTANBURG
 EC1179  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1179
 EC1179                         *CURRENT SURVEY CONTROL
 EC1179  ___________________________________________________________________
 EC1179* NAD 83(2001)-  34 48 57.09002(N)    081 51 51.65098(W)     ADJUSTED  
 EC1179* NAVD 88     -       227.613  (meters)     746.76   (feet)  ADJUSTED  
 EC1179  ___________________________________________________________________
 EC1179  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 EC1179  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 EC1179  DYNAMIC HT  -         227.389 (meters)     746.03  (feet)  COMP
 EC1179  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 EC1179
 EC1179  HORZ ORDER  -  SECOND
 EC1179  VERT ORDER  -  FIRST     CLASS II
 EC1179
 EC1179.The horizontal coordinates were established by classical geodetic methods
 EC1179.and adjusted by the National Geodetic Survey in March 2004..
 EC1179
 EC1179.The orthometric height was determined by differential leveling
 EC1179.and adjusted by the National Geodetic Survey in June 1991..
 EC1179
 EC1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1179
 EC1179.The geoid height was determined by GEOID03.
 EC1179
 EC1179.The dynamic height is computed by dividing the NAVD 88
 EC1179.geopotential number by the normal gravity value computed on the
 EC1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1179.degrees latitude (g = 980.6199 gals.).
 EC1179
 EC1179.The modeled gravity was interpolated from observed gravity values.
 EC1179
 EC1179;                    North         East     Units Scale Factor Converg.
 EC1179;SPC SC       -   331,098.299   530,520.351   MT  0.99999384   -0 28 45.1
 EC1179;SPC SC       - 1,086,280.51  1,740,552.33   iFT  0.99999384   -0 28 45.1
 EC1179;UTM  17      - 3,852,963.212   420,949.521   MT  0.99967702   -0 29 36.7
 EC1179
 EC1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1179!SPC SC       -   0.99996917  x   0.99999384  =   0.99996301
 EC1179!UTM  17      -   0.99996917  x   0.99967702  =   0.99964620
 EC1179
 EC1179                          SUPERSEDED SURVEY CONTROL
 EC1179
 EC1179  NAD 83(1986)-  34 48 57.10063(N)    081 51 51.65557(W) AD(       ) 2
 EC1179  NAVD 88 (10/01/92)  227.61   (m)          746.8    (f) LEVELING    3  
 EC1179  NAVD 88 (07/30/91)  228.05   (m)          748.2    (f) LEVELING    3  
 EC1179  NGVD 29 (09/16/91)  227.731  (m)          747.15   (f) ADJUSTED    1 2
 EC1179
 EC1179.Superseded values are not recommended for survey control.
 EC1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1179.See file dsdata.txt to determine how the superseded data were derived.
 EC1179
 EC1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2095052963(NAD 83)
 EC1179_MARKER: DD = SURVEY DISK
 EC1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1179_SP_SET: CONCRETE POST
 EC1179_STAMPING: 42 205 1987
 EC1179_MARK LOGO: SCGS  
 EC1179_PROJECTION: FLUSH
 EC1179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1179+STABILITY: SURFACE MOTION
 EC1179
 EC1179  HISTORY     - Date     Condition        Report By
 EC1179  HISTORY     - 1987     MONUMENTED       SCGS
 EC1179  HISTORY     - 19881104 GOOD             SCGS
 EC1179
 EC1179                          STATION DESCRIPTION
 EC1179
 EC1179'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1179'1.0 MI SSE FROM PAULINE.
 EC1179'FROM THE JUNCTION OF STATE HIGHWAYS 215 AND 56 IN PAULINE, GO
 EC1179'SOUTHERLY ON HIGHWAY 56 FOR 0.95 MI TO THE MARK ON THE LEFT IN THE
 EC1179'YARD OF A TWO-STORY WOODEN HOUSE (0.05 MI EAST OF THE HIGHWAY) WITH
 EC1179'A BRICK HOUSE ON THE NORTH SIDE, 1.85 MI NORTH OF THE JUNCTION
 EC1179'OF STATE HIGHWAY 150, 213.0 FT SOUTHWEST OF THE SOUTHWEST CORNER
 EC1179'OF BRICK HOUSE, 108.3 FT SOUTH OF THE CENTER OF THE DRIVEWAY TO
 EC1179'THE BRICK HOUSE, 187.5 FT NORTH NORTHWEST OF A REFERENCE WASHER
 EC1179'IN A POWER POLE WITH A TRANSFORMER AND POWER LINE CROSSING THE
 EC1179'HIGHWAY, 22.0 FT EAST NORTHEAST OF THE CENTER OF THE HIGHWAY.
 EC1179'THE MARK IS 79.9 FT  S FROM  A WITNESS POST
 EC1179'THE MARK IS 2.0 FT ABOVE THE HIGHWAY.
 EC1179
 EC1179                          STATION RECOVERY (1988)
 EC1179
 EC1179'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1178 ***********************************************************************
 EC1178  DESIGNATION -  42 206
 EC1178  PID         -  EC1178
 EC1178  STATE/COUNTY-  SC/SPARTANBURG
 EC1178  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1178
 EC1178                         *CURRENT SURVEY CONTROL
 EC1178  ___________________________________________________________________
 EC1178* NAD 83(2001)-  34 49 47.30740(N)    081 52 16.37067(W)     ADJUSTED  
 EC1178* NAVD 88     -       232.644  (meters)     763.27   (feet)  ADJUSTED  
 EC1178  ___________________________________________________________________
 EC1178  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EC1178  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 EC1178  DYNAMIC HT  -         232.415 (meters)     762.51  (feet)  COMP
 EC1178  MODELED GRAV-     979,644.8   (mgal)                       NAVD 88
 EC1178
 EC1178  HORZ ORDER  -  SECOND
 EC1178  VERT ORDER  -  FIRST     CLASS II
 EC1178
 EC1178.The horizontal coordinates were established by classical geodetic methods
 EC1178.and adjusted by the National Geodetic Survey in March 2004..
 EC1178
 EC1178.The orthometric height was determined by differential leveling
 EC1178.and adjusted by the National Geodetic Survey in June 1991..
 EC1178
 EC1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1178
 EC1178.The geoid height was determined by GEOID03.
 EC1178
 EC1178.The dynamic height is computed by dividing the NAVD 88
 EC1178.geopotential number by the normal gravity value computed on the
 EC1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1178.degrees latitude (g = 980.6199 gals.).
 EC1178
 EC1178.The modeled gravity was interpolated from observed gravity values.
 EC1178
 EC1178;                    North         East     Units Scale Factor Converg.
 EC1178;SPC SC       -   332,651.009   529,905.184   MT  0.99999875   -0 28 58.8
 EC1178;SPC SC       - 1,091,374.70  1,738,534.07   iFT  0.99999875   -0 28 58.8
 EC1178;UTM  17      - 3,854,515.582   420,334.942   MT  0.99967822   -0 29 51.4
 EC1178
 EC1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1178!SPC SC       -   0.99996839  x   0.99999875  =   0.99996714
 EC1178!UTM  17      -   0.99996839  x   0.99967822  =   0.99964662
 EC1178
 EC1178                          SUPERSEDED SURVEY CONTROL
 EC1178
 EC1178  NAD 83(1986)-  34 49 47.31846(N)    081 52 16.37442(W) AD(       ) 2
 EC1178  NAVD 88 (10/01/92)  232.64   (m)          763.3    (f) LEVELING    3  
 EC1178  NAVD 88 (07/30/91)  233.08   (m)          764.7    (f) LEVELING    3  
 EC1178  NGVD 29 (09/16/91)  232.761  (m)          763.65   (f) ADJUSTED    1 2
 EC1178
 EC1178.Superseded values are not recommended for survey control.
 EC1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1178.See file dsdata.txt to determine how the superseded data were derived.
 EC1178
 EC1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2033554516(NAD 83)
 EC1178_MARKER: DD = SURVEY DISK
 EC1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1178_SP_SET: CONCRETE POST
 EC1178_STAMPING: 42 206 1987
 EC1178_MARK LOGO: SCGS  
 EC1178_PROJECTION: FLUSH
 EC1178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1178+STABILITY: SURFACE MOTION
 EC1178
 EC1178  HISTORY     - Date     Condition        Report By
 EC1178  HISTORY     - 1987     MONUMENTED       SCGS
 EC1178  HISTORY     - 19881102 GOOD             SCGS
 EC1178
 EC1178                          STATION DESCRIPTION
 EC1178
 EC1178'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1178'IN PAULINE.
 EC1178'FROM THE JUNCTION OF STATE HIGHWAYS 215 AND 56 IN PAULINE, GO
 EC1178'NORTHERLY ON HIGHWAYS 56 AND 215 FOR 0.05 MI TO THE MARK ON THE
 EC1178'LEFT, 1.0 MI SOUTH OF THE NORTHERN JUNCTION OF HIGHWAY 215, 185.6
 EC1178'FT SOUTH OF THE CENTER OF STATE ROAD 288, 252.2 FT SOUTH SOUTHEAST
 EC1178'OF THE SOUTHWEST CORNER OF THE PAULINE POST OFFICE, 233.6 FT EAST
 EC1178'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 68.8 FT NORTH OF
 EC1178'A LONE 13-INCH PECAN TREE IN THE NORTHWEST ANGLE OF A SAND DRIVEWAY,
 EC1178'24.3 FT WEST OF THE CENTER OF THE HIGHWAY.
 EC1178'THE MARK IS 11.4 FT  N FROM  A WITNESS POST
 EC1178'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1178
 EC1178                          STATION RECOVERY (1988)
 EC1178
 EC1178'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1177 ***********************************************************************
 EC1177  DESIGNATION -  42 207
 EC1177  PID         -  EC1177
 EC1177  STATE/COUNTY-  SC/SPARTANBURG
 EC1177  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1177
 EC1177                         *CURRENT SURVEY CONTROL
 EC1177  ___________________________________________________________________
 EC1177* NAD 83(2001)-  34 50 08.42628(N)    081 52 21.45541(W)     ADJUSTED  
 EC1177* NAVD 88     -       236.282  (meters)     775.20   (feet)  ADJUSTED  
 EC1177  ___________________________________________________________________
 EC1177  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EC1177  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EC1177  DYNAMIC HT  -         236.049 (meters)     774.44  (feet)  COMP
 EC1177  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 EC1177
 EC1177  HORZ ORDER  -  SECOND
 EC1177  VERT ORDER  -  FIRST     CLASS II
 EC1177
 EC1177.The horizontal coordinates were established by classical geodetic methods
 EC1177.and adjusted by the National Geodetic Survey in March 2004..
 EC1177
 EC1177.The orthometric height was determined by differential leveling
 EC1177.and adjusted by the National Geodetic Survey in June 1991..
 EC1177
 EC1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1177
 EC1177.The geoid height was determined by GEOID03.
 EC1177
 EC1177.The dynamic height is computed by dividing the NAVD 88
 EC1177.geopotential number by the normal gravity value computed on the
 EC1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1177.degrees latitude (g = 980.6199 gals.).
 EC1177
 EC1177.The modeled gravity was interpolated from observed gravity values.
 EC1177
 EC1177;                    North         East     Units Scale Factor Converg.
 EC1177;SPC SC       -   333,302.874   529,781.479   MT  1.00000083   -0 29 01.6
 EC1177;SPC SC       - 1,093,513.37  1,738,128.21   iFT  1.00000083   -0 29 01.6
 EC1177;UTM  17      - 3,855,167.270   420,211.444   MT  0.99967846   -0 29 54.6
 EC1177
 EC1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1177!SPC SC       -   0.99996782  x   1.00000083  =   0.99996865
 EC1177!UTM  17      -   0.99996782  x   0.99967846  =   0.99964629
 EC1177
 EC1177                          SUPERSEDED SURVEY CONTROL
 EC1177
 EC1177  NAD 83(1986)-  34 50 08.43748(N)    081 52 21.45888(W) AD(       ) 2
 EC1177  NAVD 88 (10/01/92)  236.28   (m)          775.2    (f) LEVELING    3  
 EC1177  NAVD 88 (07/30/91)  236.72   (m)          776.6    (f) LEVELING    3  
 EC1177  NGVD 29 (09/16/91)  236.399  (m)          775.59   (f) ADJUSTED    1 2
 EC1177
 EC1177.Superseded values are not recommended for survey control.
 EC1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1177.See file dsdata.txt to determine how the superseded data were derived.
 EC1177
 EC1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2021155167(NAD 83)
 EC1177_MARKER: DD = SURVEY DISK
 EC1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1177_SP_SET: CONCRETE POST
 EC1177_STAMPING: 42 207 1987
 EC1177_MARK LOGO: SCGS  
 EC1177_PROJECTION: FLUSH
 EC1177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1177+STABILITY: SURFACE MOTION
 EC1177
 EC1177  HISTORY     - Date     Condition        Report By
 EC1177  HISTORY     - 1987     MONUMENTED       SCGS
 EC1177  HISTORY     - 19881102 GOOD             SCGS
 EC1177
 EC1177                          STATION DESCRIPTION
 EC1177
 EC1177'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1177'IN PAULINE.
 EC1177'FROM THE JUNCTION OF STATE HIGHWAYS 215 AND 56 IN PAULINE, GO
 EC1177'NORTHERLY ON HIGHWAYS 56 AND 215 FOR 0.5 MI TO THE MARK ON THE RIGHT
 EC1177'AND AN ALUMINUM BUILDING ON THE LEFT, 0.55 MI SOUTH OF THE NORTHERN
 EC1177'JUNCTION OF HIGHWAY 215, 130.4 FT NORTHWEST OF THE NORTHWEST CORNER
 EC1177'OF A SHINGLE-SIDED HOUSE, 80.2 FT NORTH NORTHWEST OF A MULTI-TRUNKED
 EC1177'WEEPING WILLOW TREE, 39.1 FT SOUTH SOUTHEAST OF A REFERENCE WASHER
 EC1177'IN A POWER POLE WITH POWER LINES CROSSING THE HIGHWAY, 21.9 FT EAST
 EC1177'OF THE CENTER OF THE HIGHWAY, 18.2 FT WEST SOUTHWEST OF AN 18-INCH
 EC1177'PINE TREE WITH A REFERENCE WASHER ATTACHED.
 EC1177'THE MARK IS 39.2 FT  SSE FROM  A WITNESS POST
 EC1177'THE MARK IS 0.5 FT BELOW THE HIGHWAY.
 EC1177
 EC1177                          STATION RECOVERY (1988)
 EC1177
 EC1177'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1176 ***********************************************************************
 EC1176  DESIGNATION -  42 208
 EC1176  PID         -  EC1176
 EC1176  STATE/COUNTY-  SC/SPARTANBURG
 EC1176  USGS QUAD   -  MOORE (1983)
 EC1176
 EC1176                         *CURRENT SURVEY CONTROL
 EC1176  ___________________________________________________________________
 EC1176* NAD 83(2001)-  34 50 20.04227(N)    081 52 29.67644(W)     ADJUSTED  
 EC1176* NAVD 88     -       240.593  (meters)     789.35   (feet)  ADJUSTED  
 EC1176  ___________________________________________________________________
 EC1176  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 EC1176  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EC1176  DYNAMIC HT  -         240.356 (meters)     788.57  (feet)  COMP
 EC1176  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 EC1176
 EC1176  HORZ ORDER  -  SECOND
 EC1176  VERT ORDER  -  FIRST     CLASS II
 EC1176
 EC1176.The horizontal coordinates were established by classical geodetic methods
 EC1176.and adjusted by the National Geodetic Survey in March 2004..
 EC1176
 EC1176.The orthometric height was determined by differential leveling
 EC1176.and adjusted by the National Geodetic Survey in June 1991..
 EC1176
 EC1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1176
 EC1176.The geoid height was determined by GEOID03.
 EC1176
 EC1176.The dynamic height is computed by dividing the NAVD 88
 EC1176.geopotential number by the normal gravity value computed on the
 EC1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1176.degrees latitude (g = 980.6199 gals.).
 EC1176
 EC1176.The modeled gravity was interpolated from observed gravity values.
 EC1176
 EC1176;                    North         East     Units Scale Factor Converg.
 EC1176;SPC SC       -   333,662.586   529,575.633   MT  1.00000198   -0 29 06.2
 EC1176;SPC SC       - 1,094,693.52  1,737,452.86   iFT  1.00000198   -0 29 06.2
 EC1176;UTM  17      - 3,855,526.919   420,005.757   MT  0.99967887   -0 29 59.4
 EC1176
 EC1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1176!SPC SC       -   0.99996714  x   1.00000198  =   0.99996912
 EC1176!UTM  17      -   0.99996714  x   0.99967887  =   0.99964602
 EC1176
 EC1176                          SUPERSEDED SURVEY CONTROL
 EC1176
 EC1176  NAD 83(1986)-  34 50 20.05364(N)    081 52 29.67981(W) AD(       ) 2
 EC1176  NAVD 88 (10/01/92)  240.59   (m)          789.3    (f) LEVELING    3  
 EC1176  NAVD 88 (07/30/91)  241.03   (m)          790.8    (f) LEVELING    3  
 EC1176  NGVD 29 (09/16/91)  240.710  (m)          789.73   (f) ADJUSTED    1 2
 EC1176
 EC1176.Superseded values are not recommended for survey control.
 EC1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1176.See file dsdata.txt to determine how the superseded data were derived.
 EC1176
 EC1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2000655527(NAD 83)
 EC1176_MARKER: DD = SURVEY DISK
 EC1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1176_SP_SET: CONCRETE POST
 EC1176_STAMPING: 42 208 1987
 EC1176_MARK LOGO: SCGS  
 EC1176_PROJECTION: FLUSH
 EC1176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1176+STABILITY: SURFACE MOTION
 EC1176
 EC1176  HISTORY     - Date     Condition        Report By
 EC1176  HISTORY     - 1987     MONUMENTED       SCGS
 EC1176  HISTORY     - 19881102 GOOD             SCGS
 EC1176
 EC1176                          STATION DESCRIPTION
 EC1176
 EC1176'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1176'0.8 MI NNW FROM PAULINE.
 EC1176'FROM THE JUNCTION OF STATE HIGHWAYS 215 AND 56 (0.8 MI NORTH
 EC1176'NORTHWEST OF PAULINE), GO SOUTHERLY ON HIGHWAYS 215 AND 56 FOR 0.3
 EC1176'MI TO THE MARK ON THE LEFT IN A FENCE LINE ON THE SOUTH SIDE OF A
 EC1176'LARGE WOODEN HOUSE (ON THE SOUTH SIDE OF TWO LARGE ALUMINUM BUILDINGS,
 EC1176'LANCASTERS PAINT SUNDRIES INCORPORATED), 0.75 MI NORTH OF THE
 EC1176'JUNCTION OF HIGHWAY 215 IN PAULINE, 123.2 FT SOUTH SOUTHWEST OF THE
 EC1176'SOUTHWEST CORNER OF THE HOUSE, 32.6 FT WEST SOUTHWEST OF A 10-INCH
 EC1176'OAK TREE IN THE FENCE LINE WITH A REFERENCE WASHER ATTACHED, 9.1 FT
 EC1176'EAST NORTHEAST OF A REFERENCE WASHER IN A POWER POLE WITH POWER LINES
 EC1176'CROSSING THE HIGHWAY, 49.6 FT EAST NORTHEAST OF THE CENTER
 EC1176'OF THE HIGHWAY, 2.0 FT NORTH NORTHWEST OF THE FENCE LINE.
 EC1176'THE MARK IS 2.0 FT  N FROM  A WITNESS POST
 EC1176'THE MARK IS 3.0 FT ABOVE THE HIGHWAY.
 EC1176
 EC1176                          STATION RECOVERY (1988)
 EC1176
 EC1176'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1172 ***********************************************************************
 EC1172  DESIGNATION -  42 209
 EC1172  PID         -  EC1172
 EC1172  STATE/COUNTY-  SC/SPARTANBURG
 EC1172  USGS QUAD   -  MOORE (1983)
 EC1172
 EC1172                         *CURRENT SURVEY CONTROL
 EC1172  ___________________________________________________________________
 EC1172* NAD 83(2001)-  34 50 52.07530(N)    081 52 49.31656(W)     ADJUSTED  
 EC1172* NAVD 88     -       249.736  (meters)     819.34   (feet)  ADJUSTED  
 EC1172  ___________________________________________________________________
 EC1172  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EC1172  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 EC1172  DYNAMIC HT  -         249.490 (meters)     818.54  (feet)  COMP
 EC1172  MODELED GRAV-     979,644.1   (mgal)                       NAVD 88
 EC1172
 EC1172  HORZ ORDER  -  SECOND
 EC1172  VERT ORDER  -  FIRST     CLASS II
 EC1172
 EC1172.The horizontal coordinates were established by classical geodetic methods
 EC1172.and adjusted by the National Geodetic Survey in March 2004..
 EC1172
 EC1172.The orthometric height was determined by differential leveling
 EC1172.and adjusted by the National Geodetic Survey in June 1991..
 EC1172
 EC1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1172
 EC1172.The geoid height was determined by GEOID03.
 EC1172
 EC1172.The dynamic height is computed by dividing the NAVD 88
 EC1172.geopotential number by the normal gravity value computed on the
 EC1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1172.degrees latitude (g = 980.6199 gals.).
 EC1172
 EC1172.The modeled gravity was interpolated from observed gravity values.
 EC1172
 EC1172;                    North         East     Units Scale Factor Converg.
 EC1172;SPC SC       -   334,653.922   529,085.054   MT  1.00000517   -0 29 17.1
 EC1172;SPC SC       - 1,097,945.94  1,735,843.35   iFT  1.00000517   -0 29 17.1
 EC1172;UTM  17      - 3,856,518.061   419,515.595   MT  0.99967984   -0 30 11.0
 EC1172
 EC1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1172!SPC SC       -   0.99996571  x   1.00000517  =   0.99997088
 EC1172!UTM  17      -   0.99996571  x   0.99967984  =   0.99964556
 EC1172
 EC1172|---------------------------------------------------------------------|
 EC1172| PID    Reference Object                     Distance      Geod. Az  |
 EC1172|                                                           dddmmss.s |
 EC1172| EC2668 TP SPA 30                           388.736 METERS 15402     |
 EC1172| EC1866 SPARTANBURG FIRST BAP CH SPIRE      APPROX.12.2 KM 3393513.4 |
 EC1172|---------------------------------------------------------------------|
 EC1172
 EC1172                          SUPERSEDED SURVEY CONTROL
 EC1172
 EC1172  NAD 83(1986)-  34 50 52.08687(N)    081 52 49.31960(W) AD(       ) 2
 EC1172  NAVD 88 (10/01/92)  249.74   (m)          819.4    (f) LEVELING    3  
 EC1172  NAVD 88 (07/30/91)  250.17   (m)          820.8    (f) LEVELING    3  
 EC1172  NGVD 29 (09/16/91)  249.852  (m)          819.72   (f) ADJUSTED    1 2
 EC1172
 EC1172.Superseded values are not recommended for survey control.
 EC1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1172.See file dsdata.txt to determine how the superseded data were derived.
 EC1172
 EC1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1951656518(NAD 83)
 EC1172_MARKER: DD = SURVEY DISK
 EC1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1172_SP_SET: CONCRETE POST
 EC1172_STAMPING: 42 209 1987
 EC1172_MARK LOGO: SCGS  
 EC1172_PROJECTION: FLUSH
 EC1172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1172+STABILITY: SURFACE MOTION
 EC1172
 EC1172  HISTORY     - Date     Condition        Report By
 EC1172  HISTORY     - 1987     MONUMENTED       SCGS
 EC1172  HISTORY     - 19880421 GOOD             SCGS
 EC1172
 EC1172                          STATION DESCRIPTION
 EC1172
 EC1172'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1172'1.4 MI NNW FROM PAULINE.
 EC1172'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215 (0.8 MI NORTH OF
 EC1172'PAULINE), GO NORTHERLY ON HIGHWAY 56 FOR 0.35 MI TO THE MARK ON THE
 EC1172'RIGHT, 0.2 MI SOUTH OF THE ENTRANCE TO THE SPARTANBURG COUNTY
 EC1172'LANDFILL (GROCE ROAD), 88.3 FT SOUTHEAST OF A REFERENCE WASHER IN A
 EC1172'POWER POLE NUMBER 168, 84.0 FT NORTH OF A REFERENCE WASHER IN A
 EC1172'POWER POLE NUMBER 169, 14.6 FT EAST NORTHEAST OF THE CENTER OF THE
 EC1172'HIGHWAY.
 EC1172'THE MARK IS 5.4 FT  WSW FROM  A WITNESS POST
 EC1172'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1172
 EC1172                          STATION RECOVERY (1988)
 EC1172
 EC1172'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1171 ***********************************************************************
 EC1171  DESIGNATION -  42 210
 EC1171  PID         -  EC1171
 EC1171  STATE/COUNTY-  SC/SPARTANBURG
 EC1171  USGS QUAD   -  MOORE (1983)
 EC1171
 EC1171                         *CURRENT SURVEY CONTROL
 EC1171  ___________________________________________________________________
 EC1171* NAD 83(2001)-  34 51 14.02253(N)    081 53 05.71095(W)     ADJUSTED  
 EC1171* NAVD 88     -       230.512  (meters)     756.27   (feet)  ADJUSTED  
 EC1171  ___________________________________________________________________
 EC1171  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EC1171  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 EC1171  DYNAMIC HT  -         230.284 (meters)     755.52  (feet)  COMP
 EC1171  MODELED GRAV-     979,643.7   (mgal)                       NAVD 88
 EC1171
 EC1171  HORZ ORDER  -  SECOND
 EC1171  VERT ORDER  -  FIRST     CLASS II
 EC1171
 EC1171.The horizontal coordinates were established by classical geodetic methods
 EC1171.and adjusted by the National Geodetic Survey in March 2004..
 EC1171
 EC1171.The orthometric height was determined by differential leveling
 EC1171.and adjusted by the National Geodetic Survey in June 1991..
 EC1171
 EC1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1171
 EC1171.The geoid height was determined by GEOID03.
 EC1171
 EC1171.The dynamic height is computed by dividing the NAVD 88
 EC1171.geopotential number by the normal gravity value computed on the
 EC1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1171.degrees latitude (g = 980.6199 gals.).
 EC1171
 EC1171.The modeled gravity was interpolated from observed gravity values.
 EC1171
 EC1171;                    North         East     Units Scale Factor Converg.
 EC1171;SPC SC       -   335,333.786   528,674.364   MT  1.00000737   -0 29 26.2
 EC1171;SPC SC       - 1,100,176.46  1,734,495.94   iFT  1.00000737   -0 29 26.2
 EC1171;UTM  17      - 3,857,197.811   419,105.217   MT  0.99968065   -0 30 20.7
 EC1171
 EC1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1171!SPC SC       -   0.99996873  x   1.00000737  =   0.99997610
 EC1171!UTM  17      -   0.99996873  x   0.99968065  =   0.99964939
 EC1171
 EC1171                          SUPERSEDED SURVEY CONTROL
 EC1171
 EC1171  NAD 83(1986)-  34 51 14.03409(N)    081 53 05.71399(W) AD(       ) 2
 EC1171  NAVD 88 (10/01/92)  230.51   (m)          756.3    (f) LEVELING    3  
 EC1171  NAVD 88 (07/30/91)  230.95   (m)          757.7    (f) LEVELING    3  
 EC1171  NGVD 29 (09/16/91)  230.626  (m)          756.65   (f) ADJUSTED    1 2
 EC1171
 EC1171.Superseded values are not recommended for survey control.
 EC1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1171.See file dsdata.txt to determine how the superseded data were derived.
 EC1171
 EC1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1910557198(NAD 83)
 EC1171_MARKER: DD = SURVEY DISK
 EC1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1171_SP_SET: CONCRETE POST
 EC1171_STAMPING: 42 210 1987
 EC1171_MARK LOGO: SCGS  
 EC1171_PROJECTION: FLUSH
 EC1171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1171+STABILITY: SURFACE MOTION
 EC1171
 EC1171  HISTORY     - Date     Condition        Report By
 EC1171  HISTORY     - 1987     MONUMENTED       SCGS
 EC1171  HISTORY     - 19880421 GOOD             SCGS
 EC1171
 EC1171                          STATION DESCRIPTION
 EC1171
 EC1171'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1171'1.9 MI NNW FROM PAULINE.
 EC1171'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215 (0.8 MI NORTH OF
 EC1171'PAULINE), GO NORTHERLY ON HIGHWAY 56 FOR 0.55 MI TO THE JUNCTION OF
 EC1171'GROCE ROAD (ENTRANCE TO THE SPARTANBURG COUNTY LANDFILL), CONTINUE
 EC1171'0.3 MI ON HIGHWAY 56 TO THE MARK ON THE LEFT IN THE NORTHWEST ANGLE
 EC1171'OF A SAND DRIVE LEADING WEST, 0.1 MI SOUTH OF A CONVENIENCE
 EC1171'STORE, 19.8 FT WEST OF THE CENTER OF THE HIGHWAY, 38.6 FT NORTH
 EC1171'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL CONCRETE BLOCK BUILDING,
 EC1171'18.3 FT NORTH OF THE CENTER OF THE DRIVE, 1.8 FT NORTH NORTHEAST
 EC1171'OF A REFERENCE WASHER IN A POWER POLE, 5.3 FT EAST OF A REFERENCE
 EC1171'WASHER IN A FENCE CORNER POST.
 EC1171'THE MARK IS 3.7 FT  ESE FROM  A WITNESS POST
 EC1171'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1171
 EC1171                          STATION RECOVERY (1988)
 EC1171
 EC1171'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1170 ***********************************************************************
 EC1170  DESIGNATION -  42 211
 EC1170  PID         -  EC1170
 EC1170  STATE/COUNTY-  SC/SPARTANBURG
 EC1170  USGS QUAD   -  MOORE (1983)
 EC1170
 EC1170                         *CURRENT SURVEY CONTROL
 EC1170  ___________________________________________________________________
 EC1170* NAD 83(2001)-  34 52 17.65507(N)    081 53 05.65389(W)     ADJUSTED  
 EC1170* NAVD 88     -       196.315  (meters)     644.08   (feet)  ADJUSTED  
 EC1170  ___________________________________________________________________
 EC1170  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EC1170  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EC1170  DYNAMIC HT  -         196.121 (meters)     643.44  (feet)  COMP
 EC1170  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 EC1170
 EC1170  HORZ ORDER  -  SECOND
 EC1170  VERT ORDER  -  FIRST     CLASS II
 EC1170
 EC1170.The horizontal coordinates were established by classical geodetic methods
 EC1170.and adjusted by the National Geodetic Survey in March 2004..
 EC1170
 EC1170.The orthometric height was determined by differential leveling
 EC1170.and adjusted by the National Geodetic Survey in June 1991..
 EC1170
 EC1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1170
 EC1170.The geoid height was determined by GEOID03.
 EC1170
 EC1170.The dynamic height is computed by dividing the NAVD 88
 EC1170.geopotential number by the normal gravity value computed on the
 EC1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1170.degrees latitude (g = 980.6199 gals.).
 EC1170
 EC1170.The modeled gravity was interpolated from observed gravity values.
 EC1170
 EC1170;                    North         East     Units Scale Factor Converg.
 EC1170;SPC SC       -   337,294.631   528,692.603   MT  1.00001382   -0 29 26.1
 EC1170;SPC SC       - 1,106,609.68  1,734,555.78   iFT  1.00001382   -0 29 26.1
 EC1170;UTM  17      - 3,859,158.004   419,123.973   MT  0.99968061   -0 30 21.5
 EC1170
 EC1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1170!SPC SC       -   0.99997410  x   1.00001382  =   0.99998792
 EC1170!UTM  17      -   0.99997410  x   0.99968061  =   0.99965472
 EC1170
 EC1170                          SUPERSEDED SURVEY CONTROL
 EC1170
 EC1170  NAD 83(1986)-  34 52 17.66657(N)    081 53 05.65759(W) AD(       ) 2
 EC1170  NAVD 88 (10/01/92)  196.31   (m)          644.1    (f) LEVELING    3  
 EC1170  NAVD 88 (07/30/91)  196.75   (m)          645.5    (f) LEVELING    3  
 EC1170  NGVD 29 (09/16/91)  196.427  (m)          644.44   (f) ADJUSTED    1 2
 EC1170
 EC1170.Superseded values are not recommended for survey control.
 EC1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1170.See file dsdata.txt to determine how the superseded data were derived.
 EC1170
 EC1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1912459158(NAD 83)
 EC1170_MARKER: DD = SURVEY DISK
 EC1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1170_SP_SET: CONCRETE POST
 EC1170_STAMPING: 42 211 1987
 EC1170_MARK LOGO: SCGS  
 EC1170_PROJECTION: FLUSH
 EC1170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1170+STABILITY: SURFACE MOTION
 EC1170
 EC1170  HISTORY     - Date     Condition        Report By
 EC1170  HISTORY     - 1987     MONUMENTED       SCGS
 EC1170  HISTORY     - 19880420 GOOD             SCGS
 EC1170
 EC1170                          STATION DESCRIPTION
 EC1170
 EC1170'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1170'3.0 MI NNW FROM PAULINE.
 EC1170'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1170'SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR 2.3 MI TO THE JUNCTION
 EC1170'OF STATE ROAD 321 (DAIRY RIDGE ROAD, ENTRANCE TO CROFT STATE PARK),
 EC1170'CONTINUE 1.05 MI ON HIGHWAY 56 TO THE BRIDGE OVER FAIRFOREST CREEK,
 EC1170'CONTINUE 0.4 MI TO THE MARK ON THE RIGHT, 0.05 MI SOUTH OF THE
 EC1170'JUNCTION OF ZIMMERMAN ROAD, 15.5 FT WEST NORTHWEST OF THE CENTER OF
 EC1170'THE HIGHWAY, 71.1 FT NORTH NORTHWEST OF A 9-INCH PINE TREE ON THE
 EC1170'EAST SIDE OF THE HIGHWAY WITH A REFERENCE WASHER ATTACHED, 188.4 FT
 EC1170'NORTH NORTHEAST OF THE EXTENDED CENTER OF A SAND DRIVE LEADING
 EC1170'EASTERLY.
 EC1170'THE MARK IS 4.4 FT  SE FROM  A WITNESS POST
 EC1170'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1170
 EC1170                          STATION RECOVERY (1988)
 EC1170
 EC1170'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1169 ***********************************************************************
 EC1169  DESIGNATION -  42 212
 EC1169  PID         -  EC1169
 EC1169  STATE/COUNTY-  SC/SPARTANBURG
 EC1169  USGS QUAD   -  MOORE (1983)
 EC1169
 EC1169                         *CURRENT SURVEY CONTROL
 EC1169  ___________________________________________________________________
 EC1169* NAD 83(2001)-  34 52 30.59745(N)    081 52 58.03147(W)     ADJUSTED  
 EC1169* NAVD 88     -       178.494  (meters)     585.61   (feet)  ADJUSTED  
 EC1169  ___________________________________________________________________
 EC1169  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EC1169  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 EC1169  DYNAMIC HT  -         178.318 (meters)     585.03  (feet)  COMP
 EC1169  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 EC1169
 EC1169  HORZ ORDER  -  SECOND
 EC1169  VERT ORDER  -  FIRST     CLASS II
 EC1169
 EC1169.The horizontal coordinates were established by classical geodetic methods
 EC1169.and adjusted by the National Geodetic Survey in March 2004..
 EC1169
 EC1169.The orthometric height was determined by differential leveling
 EC1169.and adjusted by the National Geodetic Survey in June 1991..
 EC1169
 EC1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1169
 EC1169.The geoid height was determined by GEOID03.
 EC1169
 EC1169.The dynamic height is computed by dividing the NAVD 88
 EC1169.geopotential number by the normal gravity value computed on the
 EC1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1169.degrees latitude (g = 980.6199 gals.).
 EC1169
 EC1169.The modeled gravity was interpolated from observed gravity values.
 EC1169
 EC1169;                    North         East     Units Scale Factor Converg.
 EC1169;SPC SC       -   337,691.802   528,889.595   MT  1.00001514   -0 29 21.9
 EC1169;SPC SC       - 1,107,912.74  1,735,202.08   iFT  1.00001514   -0 29 21.9
 EC1169;UTM  17      - 3,859,554.989   419,321.005   MT  0.99968022   -0 30 17.3
 EC1169
 EC1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1169!SPC SC       -   0.99997690  x   1.00001514  =   0.99999204
 EC1169!UTM  17      -   0.99997690  x   0.99968022  =   0.99965713
 EC1169
 EC1169                          SUPERSEDED SURVEY CONTROL
 EC1169
 EC1169  NAD 83(1986)-  34 52 30.60902(N)    081 52 58.03536(W) AD(       ) 2
 EC1169  NAVD 88 (10/01/92)  178.49   (m)          585.6    (f) LEVELING    3  
 EC1169  NAVD 88 (07/30/91)  178.93   (m)          587.0    (f) LEVELING    3  
 EC1169  NGVD 29 (09/16/91)  178.605  (m)          585.97   (f) ADJUSTED    1 2
 EC1169
 EC1169.Superseded values are not recommended for survey control.
 EC1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1169.See file dsdata.txt to determine how the superseded data were derived.
 EC1169
 EC1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1932159555(NAD 83)
 EC1169_MARKER: DD = SURVEY DISK
 EC1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1169_SP_SET: CONCRETE POST
 EC1169_STAMPING: 42 212 1987
 EC1169_MARK LOGO: SCGS  
 EC1169_PROJECTION: FLUSH
 EC1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1169+STABILITY: SURFACE MOTION
 EC1169
 EC1169  HISTORY     - Date     Condition        Report By
 EC1169  HISTORY     - 1987     MONUMENTED       SCGS
 EC1169  HISTORY     - 19890622 GOOD             SCGS
 EC1169
 EC1169                          STATION DESCRIPTION
 EC1169
 EC1169'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1169'3.3 MI NORTH FROM PAULINE.
 EC1169'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1169'SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR 2.3 MI TO THE JUNCTION
 EC1169'OF STATE ROAD 321 (DAIRY RIDGE ROAD, ENTRANCE TO CROFT STATE PARK),
 EC1169'CONTINUE 1.05 MI ON HIGHWAY 56 TO THE BRIDGE OVER FAIRFOREST CREEK,
 EC1169'CONTINUE 0.15 MI TO THE MARK ON THE LEFT IN FRONT OF A LARGE
 EC1169'TWO-STORY OLD STONE HOUSE, 15.2 FT EAST SOUTHEAST OF THE CENTER OF
 EC1169'THE HIGHWAY, 18.5 FT SOUTH SOUTHWEST OF THE CENTER OF THE NORTH
 EC1169'DRIVE TO THE HOUSE, 193.0 FT NORTH NORTHEAST OF A FIRE HYDRANT,
 EC1169'179.8 FT NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 110.6 FT
 EC1169'NORTH NORTHWEST OF A LONE 27-INCH MAGNOLIA TREE.
 EC1169'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1169
 EC1169                          STATION RECOVERY (1989)
 EC1169
 EC1169'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1168 ***********************************************************************
 EC1168  DESIGNATION -  42 213
 EC1168  PID         -  EC1168
 EC1168  STATE/COUNTY-  SC/SPARTANBURG
 EC1168  USGS QUAD   -  SPARTANBURG (1983)
 EC1168
 EC1168                         *CURRENT SURVEY CONTROL
 EC1168  ___________________________________________________________________
 EC1168* NAD 83(2001)-  34 52 51.51912(N)    081 52 58.08712(W)     ADJUSTED  
 EC1168* NAVD 88     -       186.518  (meters)     611.93   (feet)  ADJUSTED  
 EC1168  ___________________________________________________________________
 EC1168  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 EC1168  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EC1168  DYNAMIC HT  -         186.333 (meters)     611.33  (feet)  COMP
 EC1168  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 EC1168
 EC1168  HORZ ORDER  -  SECOND
 EC1168  VERT ORDER  -  FIRST     CLASS II
 EC1168
 EC1168.The horizontal coordinates were established by classical geodetic methods
 EC1168.and adjusted by the National Geodetic Survey in March 2004..
 EC1168
 EC1168.The orthometric height was determined by differential leveling
 EC1168.and adjusted by the National Geodetic Survey in June 1991..
 EC1168
 EC1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1168
 EC1168.The geoid height was determined by GEOID03.
 EC1168
 EC1168.The dynamic height is computed by dividing the NAVD 88
 EC1168.geopotential number by the normal gravity value computed on the
 EC1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1168.degrees latitude (g = 980.6199 gals.).
 EC1168
 EC1168.The modeled gravity was interpolated from observed gravity values.
 EC1168
 EC1168;                    North         East     Units Scale Factor Converg.
 EC1168;SPC SC       -   338,336.527   528,893.689   MT  1.00001728   -0 29 21.9
 EC1168;SPC SC       - 1,110,027.98  1,735,215.52   iFT  1.00001728   -0 29 21.9
 EC1168;UTM  17      - 3,860,199.497   419,325.271   MT  0.99968021   -0 30 17.6
 EC1168
 EC1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1168!SPC SC       -   0.99997565  x   1.00001728  =   0.99999292
 EC1168!UTM  17      -   0.99997565  x   0.99968021  =   0.99965586
 EC1168
 EC1168                          SUPERSEDED SURVEY CONTROL
 EC1168
 EC1168  NAD 83(1986)-  34 52 51.53067(N)    081 52 58.09130(W) AD(       ) 2
 EC1168  NAVD 88 (10/01/92)  186.52   (m)          611.9    (f) LEVELING    3  
 EC1168  NAVD 88 (07/30/91)  186.95   (m)          613.4    (f) LEVELING    3  
 EC1168  NGVD 29 (09/16/91)  186.629  (m)          612.30   (f) ADJUSTED    1 2
 EC1168
 EC1168.Superseded values are not recommended for survey control.
 EC1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1168.See file dsdata.txt to determine how the superseded data were derived.
 EC1168
 EC1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1932560199(NAD 83)
 EC1168_MARKER: DD = SURVEY DISK
 EC1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1168_SP_SET: CONCRETE POST
 EC1168_STAMPING: 42 213 1987
 EC1168_MARK LOGO: SCGS  
 EC1168_PROJECTION: FLUSH
 EC1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1168+STABILITY: SURFACE MOTION
 EC1168
 EC1168  HISTORY     - Date     Condition        Report By
 EC1168  HISTORY     - 1987     MONUMENTED       SCGS
 EC1168  HISTORY     - 19890622 GOOD             SCGS
 EC1168
 EC1168                          STATION DESCRIPTION
 EC1168
 EC1168'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1168'3.6 MI NORTH FROM PAULINE.
 EC1168'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1168'SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR 2.3 MI TO THE JUNCTION
 EC1168'OF STATE ROAD 321 (DAIRY RIDGE ROAD, ENTRANCE TO THE CROFT STATE
 EC1168'PARK), CONTINUE 0.8 MI ON HIGHWAY 56 TO THE MARK ON THE RIGHT, 0.25
 EC1168'MI NORTH OF THE BRIDGE OVER FAIRFOREST CREEK, 15.2 FT NORTHWEST OF
 EC1168'THE CENTER OF THE HIGHWAY, 61.1 FT WEST OF A REFERENCE WASHER IN A
 EC1168'POWER POLE, 136.1 FT SOUTHWEST OF A FIRE HYDRANT, 47.0 FT NORTH
 EC1168'NORTHEAST OF A 6-INCH ELM TREE WITH A REFERENCE WASHER ATTACHED.
 EC1168'THE MARK IS 4.4 FT  ESE FROM  A WITNESS POST
 EC1168'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1168
 EC1168                          STATION RECOVERY (1989)
 EC1168
 EC1168'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1165 ***********************************************************************
 EC1165  DESIGNATION -  42 214
 EC1165  PID         -  EC1165
 EC1165  STATE/COUNTY-  SC/SPARTANBURG
 EC1165  USGS QUAD   -  SPARTANBURG (1983)
 EC1165
 EC1165                         *CURRENT SURVEY CONTROL
 EC1165  ___________________________________________________________________
 EC1165* NAD 83(2001)-  34 53 37.11384(N)    081 52 37.70135(W)     ADJUSTED  
 EC1165* NAVD 88     -       219.924  (meters)     721.53   (feet)  ADJUSTED  
 EC1165  ___________________________________________________________________
 EC1165  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EC1165  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EC1165  DYNAMIC HT  -         219.707 (meters)     720.82  (feet)  COMP
 EC1165  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 EC1165
 EC1165  HORZ ORDER  -  SECOND
 EC1165  VERT ORDER  -  FIRST     CLASS II
 EC1165
 EC1165.The horizontal coordinates were established by classical geodetic methods
 EC1165.and adjusted by the National Geodetic Survey in March 2004..
 EC1165
 EC1165.The orthometric height was determined by differential leveling
 EC1165.and adjusted by the National Geodetic Survey in June 1991..
 EC1165
 EC1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1165
 EC1165.The geoid height was determined by GEOID03.
 EC1165
 EC1165.The dynamic height is computed by dividing the NAVD 88
 EC1165.geopotential number by the normal gravity value computed on the
 EC1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1165.degrees latitude (g = 980.6199 gals.).
 EC1165
 EC1165.The modeled gravity was interpolated from observed gravity values.
 EC1165
 EC1165;                    North         East     Units Scale Factor Converg.
 EC1165;SPC SC       -   339,737.155   529,423.291   MT  1.00002200   -0 29 10.6
 EC1165;SPC SC       - 1,114,623.21  1,736,953.05   iFT  1.00002200   -0 29 10.6
 EC1165;UTM  17      - 3,861,599.505   419,855.071   MT  0.99967916   -0 30 06.5
 EC1165
 EC1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1165!SPC SC       -   0.99997041  x   1.00002200  =   0.99999241
 EC1165!UTM  17      -   0.99997041  x   0.99967916  =   0.99964958
 EC1165
 EC1165                          SUPERSEDED SURVEY CONTROL
 EC1165
 EC1165  NAD 83(1986)-  34 53 37.12545(N)    081 52 37.70558(W) AD(       ) 2
 EC1165  NAVD 88 (10/01/92)  219.92   (m)          721.5    (f) LEVELING    3  
 EC1165  NAVD 88 (07/30/91)  220.36   (m)          723.0    (f) LEVELING    3  
 EC1165  NGVD 29 (09/16/91)  220.035  (m)          721.90   (f) ADJUSTED    1 2
 EC1165
 EC1165.Superseded values are not recommended for survey control.
 EC1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1165.See file dsdata.txt to determine how the superseded data were derived.
 EC1165
 EC1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1985561600(NAD 83)
 EC1165_MARKER: DD = SURVEY DISK
 EC1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1165_SP_SET: CONCRETE POST
 EC1165_STAMPING: 42 214 1987
 EC1165_MARK LOGO: SCGS  
 EC1165_PROJECTION: FLUSH
 EC1165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1165+STABILITY: SURFACE MOTION
 EC1165
 EC1165  HISTORY     - Date     Condition        Report By
 EC1165  HISTORY     - 1987     MONUMENTED       SCGS
 EC1165  HISTORY     - 19880419 GOOD             SCGS
 EC1165
 EC1165                          STATION DESCRIPTION
 EC1165
 EC1165'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1165'4.3 MI NORTH FROM PAULINE.
 EC1165'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1165'SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR 2.05 MI TO THE MARK ON
 EC1165'THE LEFT, 0.25 MI NORTH FROM THE ENTRANCE TO THE CROFT STATE PARK
 EC1165'(DAIRY RIDGE ROAD, STATE ROAD 321), 15.0 FT EAST NORTHEAST OF THE
 EC1165'CENTER OF THE HIGHWAY, 27.3 FT SOUTH SOUTHEAST OF THE CENTER OF AN
 EC1165'ENTRANCE DRIVEWAY TO TWO MOBILE HOMES, 29.0 FT NORTHWEST OF A
 EC1165'REFERENCE WASHER IN A TELEPHONE POLE, 41.0 FT NORTH NORTHEAST OF A
 EC1165'FIRE HYDRANT.
 EC1165'THE MARK IS 13.1 FT  W FROM  A WITNESS POST
 EC1165'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1165
 EC1165                          STATION RECOVERY (1988)
 EC1165
 EC1165'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1164 ***********************************************************************
 EC1164  DESIGNATION -  42 215
 EC1164  PID         -  EC1164
 EC1164  STATE/COUNTY-  SC/SPARTANBURG
 EC1164  USGS QUAD   -  SPARTANBURG (1983)
 EC1164
 EC1164                         *CURRENT SURVEY CONTROL
 EC1164  ___________________________________________________________________
 EC1164* NAD 83(2001)-  34 53 58.53223(N)    081 52 55.27428(W)     ADJUSTED  
 EC1164* NAVD 88     -       223.200  (meters)     732.28   (feet)  ADJUSTED  
 EC1164  ___________________________________________________________________
 EC1164  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EC1164  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 EC1164  DYNAMIC HT  -         222.980 (meters)     731.56  (feet)  COMP
 EC1164  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 EC1164
 EC1164  HORZ ORDER  -  SECOND
 EC1164  VERT ORDER  -  FIRST     CLASS II
 EC1164
 EC1164.The horizontal coordinates were established by classical geodetic methods
 EC1164.and adjusted by the National Geodetic Survey in March 2004..
 EC1164
 EC1164.The orthometric height was determined by differential leveling
 EC1164.and adjusted by the National Geodetic Survey in June 1991..
 EC1164
 EC1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1164
 EC1164.The geoid height was determined by GEOID03.
 EC1164
 EC1164.The dynamic height is computed by dividing the NAVD 88
 EC1164.geopotential number by the normal gravity value computed on the
 EC1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1164.degrees latitude (g = 980.6199 gals.).
 EC1164
 EC1164.The modeled gravity was interpolated from observed gravity values.
 EC1164
 EC1164;                    North         East     Units Scale Factor Converg.
 EC1164;SPC SC       -   340,400.979   528,982.743   MT  1.00002423   -0 29 20.4
 EC1164;SPC SC       - 1,116,801.11  1,735,507.69   iFT  1.00002423   -0 29 20.4
 EC1164;UTM  17      - 3,862,263.221   419,414.856   MT  0.99968004   -0 30 16.8
 EC1164
 EC1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1164!SPC SC       -   0.99996989  x   1.00002423  =   0.99999412
 EC1164!UTM  17      -   0.99996989  x   0.99968004  =   0.99964994
 EC1164
 EC1164                          SUPERSEDED SURVEY CONTROL
 EC1164
 EC1164  NAD 83(1986)-  34 53 58.54392(N)    081 52 55.27834(W) AD(       ) 2
 EC1164  NAVD 88 (10/01/92)  223.20   (m)          732.3    (f) LEVELING    3  
 EC1164  NAVD 88 (07/30/91)  223.63   (m)          733.7    (f) LEVELING    3  
 EC1164  NGVD 29 (09/16/91)  223.310  (m)          732.64   (f) ADJUSTED    1 2
 EC1164
 EC1164.Superseded values are not recommended for survey control.
 EC1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1164.See file dsdata.txt to determine how the superseded data were derived.
 EC1164
 EC1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1941562263(NAD 83)
 EC1164_MARKER: DD = SURVEY DISK
 EC1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1164_SP_SET: CONCRETE POST
 EC1164_STAMPING: 42 215 1987
 EC1164_MARK LOGO: SCGS  
 EC1164_PROJECTION: FLUSH
 EC1164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1164+STABILITY: SURFACE MOTION
 EC1164
 EC1164  HISTORY     - Date     Condition        Report By
 EC1164  HISTORY     - 1987     MONUMENTED       SCGS
 EC1164  HISTORY     - 19880419 GOOD             SCGS
 EC1164
 EC1164                          STATION DESCRIPTION
 EC1164
 EC1164'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1164'4.5 MI SE FROM SPARTANBURG.
 EC1164'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1164'SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR 1.1 MI TO THE JUNCTION
 EC1164'OF STATE ROAD 88 (CAROLINA COUNTRY CLUB ROAD), CONTINUE ON HIGHWAY 56
 EC1164'FOR 0.45 MI TO THE MARK ON THE RIGHT IN THE SOUTHWEST ANGLE OF
 EC1164'CLAYTON DRIVE, 31.0 FT WEST OF THE CENTER OF THE HIGHWAY, 12.3 FT
 EC1164'SOUTH OF THE CENTER OF THE DRIVE, 7.2 FT EAST OF A REFERENCE
 EC1164'WASHER IN A POWER POLE.
 EC1164'THE MARK IS 7.2 FT  NNE FROM  A WITNESS POST
 EC1164'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1164
 EC1164                          STATION RECOVERY (1988)
 EC1164
 EC1164'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1163 ***********************************************************************
 EC1163  DESIGNATION -  42 216
 EC1163  PID         -  EC1163
 EC1163  STATE/COUNTY-  SC/SPARTANBURG
 EC1163  USGS QUAD   -  SPARTANBURG (1983)
 EC1163
 EC1163                         *CURRENT SURVEY CONTROL
 EC1163  ___________________________________________________________________
 EC1163* NAD 83(2001)-  34 54 20.18322(N)    081 53 03.14222(W)     ADJUSTED  
 EC1163* NAVD 88     -       228.067  (meters)     748.25   (feet)  ADJUSTED  
 EC1163  ___________________________________________________________________
 EC1163  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EC1163  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC1163  DYNAMIC HT  -         227.841 (meters)     747.51  (feet)  COMP
 EC1163  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 EC1163
 EC1163  HORZ ORDER  -  SECOND
 EC1163  VERT ORDER  -  FIRST     CLASS II
 EC1163
 EC1163.The horizontal coordinates were established by classical geodetic methods
 EC1163.and adjusted by the National Geodetic Survey in March 2004..
 EC1163
 EC1163.The orthometric height was determined by differential leveling
 EC1163.and adjusted by the National Geodetic Survey in June 1991..
 EC1163
 EC1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1163
 EC1163.The geoid height was determined by GEOID03.
 EC1163
 EC1163.The dynamic height is computed by dividing the NAVD 88
 EC1163.geopotential number by the normal gravity value computed on the
 EC1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1163.degrees latitude (g = 980.6199 gals.).
 EC1163
 EC1163.The modeled gravity was interpolated from observed gravity values.
 EC1163
 EC1163;                    North         East     Units Scale Factor Converg.
 EC1163;SPC SC       -   341,069.882   528,788.697   MT  1.00002649   -0 29 24.7
 EC1163;SPC SC       - 1,118,995.68  1,734,871.05   iFT  1.00002649   -0 29 24.7
 EC1163;UTM  17      - 3,862,931.947   419,221.060   MT  0.99968042   -0 30 21.6
 EC1163
 EC1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1163!SPC SC       -   0.99996913  x   1.00002649  =   0.99999562
 EC1163!UTM  17      -   0.99996913  x   0.99968042  =   0.99964956
 EC1163
 EC1163                          SUPERSEDED SURVEY CONTROL
 EC1163
 EC1163  NAD 83(1986)-  34 54 20.19493(N)    081 53 03.14616(W) AD(       ) 2
 EC1163  NAVD 88 (10/01/92)  228.07   (m)          748.3    (f) LEVELING    3  
 EC1163  NAVD 88 (07/30/91)  228.50   (m)          749.7    (f) LEVELING    3  
 EC1163  NGVD 29 (09/16/91)  228.176  (m)          748.61   (f) ADJUSTED    1 2
 EC1163
 EC1163.Superseded values are not recommended for survey control.
 EC1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1163.See file dsdata.txt to determine how the superseded data were derived.
 EC1163
 EC1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1922162932(NAD 83)
 EC1163_MARKER: DD = SURVEY DISK
 EC1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1163_SP_SET: CONCRETE POST
 EC1163_STAMPING: 42 216 1987
 EC1163_MARK LOGO: SCGS  
 EC1163_PROJECTION: FLUSH
 EC1163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1163+STABILITY: SURFACE MOTION
 EC1163
 EC1163  HISTORY     - Date     Condition        Report By
 EC1163  HISTORY     - 1987     MONUMENTED       SCGS
 EC1163  HISTORY     - 19880414 GOOD             SCGS
 EC1163
 EC1163                          STATION DESCRIPTION
 EC1163
 EC1163'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1163'4.1 MI SE FROM SPARTANBURG.
 EC1163'FROM THE JUNCTION OF STATE HIGHWAYS 295 AND 56 (3.2 MI SOUTHEAST OF
 EC1163'SPARTANBURG), GO SOUTH ON HIGHWAY 56 FOR 1.1 MI TO THE MARK ON THE
 EC1163'RIGHT IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 88
 EC1163'(CAROLINA COUNTRY CLUB ROAD), 18.5 FT WEST OF THE CENTER OF THE
 EC1163'SOUTHBOUND LANES OF THE HIGHWAY, 18.2 FT SOUTH OF A FIRE HYDRANT,
 EC1163'56.3 FT NORTH OF THE CENTER OF THE ROAD, 127.4 FT EAST SOUTHEAST
 EC1163'OF THE SOUTHEAST CORNER OF A CONVENIENCE STORE (FAST FARE).
 EC1163'THE MARK IS 25.2 FT  N FROM  A WITNESS POST
 EC1163'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1163
 EC1163                          STATION RECOVERY (1988)
 EC1163
 EC1163'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1162 ***********************************************************************
 EC1162  DESIGNATION -  42 217
 EC1162  PID         -  EC1162
 EC1162  STATE/COUNTY-  SC/SPARTANBURG
 EC1162  USGS QUAD   -  SPARTANBURG (1983)
 EC1162
 EC1162                         *CURRENT SURVEY CONTROL
 EC1162  ___________________________________________________________________
 EC1162* NAD 83(2001)-  34 54 41.82496(N)    081 53 09.06636(W)     ADJUSTED  
 EC1162* NAVD 88     -       235.651  (meters)     773.13   (feet)  ADJUSTED  
 EC1162  ___________________________________________________________________
 EC1162  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EC1162  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EC1162  DYNAMIC HT  -         235.419 (meters)     772.37  (feet)  COMP
 EC1162  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 EC1162
 EC1162  HORZ ORDER  -  SECOND
 EC1162  VERT ORDER  -  FIRST     CLASS II
 EC1162
 EC1162.The horizontal coordinates were established by classical geodetic methods
 EC1162.and adjusted by the National Geodetic Survey in March 2004..
 EC1162
 EC1162.The orthometric height was determined by differential leveling
 EC1162.and adjusted by the National Geodetic Survey in June 1991..
 EC1162
 EC1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1162
 EC1162.The geoid height was determined by GEOID03.
 EC1162
 EC1162.The dynamic height is computed by dividing the NAVD 88
 EC1162.geopotential number by the normal gravity value computed on the
 EC1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1162.degrees latitude (g = 980.6199 gals.).
 EC1162
 EC1162.The modeled gravity was interpolated from observed gravity values.
 EC1162
 EC1162;                    North         East     Units Scale Factor Converg.
 EC1162;SPC SC       -   341,738.084   528,644.020   MT  1.00002877   -0 29 28.0
 EC1162;SPC SC       - 1,121,187.94  1,734,396.39   iFT  1.00002877   -0 29 28.0
 EC1162;UTM  17      - 3,863,599.957   419,076.617   MT  0.99968071   -0 30 25.2
 EC1162
 EC1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1162!SPC SC       -   0.99996794  x   1.00002877  =   0.99999671
 EC1162!UTM  17      -   0.99996794  x   0.99968071  =   0.99964866
 EC1162
 EC1162                          SUPERSEDED SURVEY CONTROL
 EC1162
 EC1162  NAD 83(1986)-  34 54 41.83669(N)    081 53 09.07033(W) AD(       ) 2
 EC1162  NAVD 88 (10/01/92)  235.65   (m)          773.1    (f) LEVELING    3  
 EC1162  NAVD 88 (07/30/91)  236.09   (m)          774.6    (f) LEVELING    3  
 EC1162  NGVD 29 (09/16/91)  235.760  (m)          773.49   (f) ADJUSTED    1 2
 EC1162
 EC1162.Superseded values are not recommended for survey control.
 EC1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1162.See file dsdata.txt to determine how the superseded data were derived.
 EC1162
 EC1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1907763600(NAD 83)
 EC1162_MARKER: DD = SURVEY DISK
 EC1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1162_SP_SET: CONCRETE POST
 EC1162_STAMPING: 42 217 1987
 EC1162_MARK LOGO: SCGS  
 EC1162_PROJECTION: FLUSH
 EC1162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1162+STABILITY: SURFACE MOTION
 EC1162
 EC1162  HISTORY     - Date     Condition        Report By
 EC1162  HISTORY     - 1987     MONUMENTED       SCGS
 EC1162  HISTORY     - 19880414 GOOD             SCGS
 EC1162
 EC1162                          STATION DESCRIPTION
 EC1162
 EC1162'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1162'3.7 MI SE FROM SPARTANBURG.
 EC1162'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1162'SPARTANBURG), GO SOUTHERLY ALONG HIGHWAY 56 FOR 0.7 MI TO THE MARK
 EC1162'ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE JUNCTION OF JOHNSON DRIVE,
 EC1162'0.4 MI NORTH OF THE JUNCTION OF STATE ROAD 88 (CAROLINA COUNTRY CLUB
 EC1162'ROAD), 32.1 FT NORTH OF A REFERENCE WASHER IN A POWER POLE L16,
 EC1162'20.8 FT WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 EC1162'66.4 FT SOUTH OF THE CENTER OF JOHNSON DRIVE, 95.2 FT EAST
 EC1162'NORTHEAST OF A REFERENCE WASHER IN A POWER POLE.
 EC1162'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1162
 EC1162                          STATION RECOVERY (1988)
 EC1162
 EC1162'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1167 ***********************************************************************
 EC1167  DESIGNATION -  42 218
 EC1167  PID         -  EC1167
 EC1167  STATE/COUNTY-  SC/SPARTANBURG
 EC1167  USGS QUAD   -  SPARTANBURG (1983)
 EC1167
 EC1167                         *CURRENT SURVEY CONTROL
 EC1167  ___________________________________________________________________
 EC1167* NAD 83(2001)-  34 53 14.77638(N)    081 52 34.25161(W)     ADJUSTED  
 EC1167* NAVD 88     -       211.685  (meters)     694.50   (feet)  ADJUSTED  
 EC1167  ___________________________________________________________________
 EC1167  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EC1167  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 EC1167  DYNAMIC HT  -         211.476 (meters)     693.82  (feet)  COMP
 EC1167  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 EC1167
 EC1167  HORZ ORDER  -  SECOND
 EC1167  VERT ORDER  -  FIRST     CLASS II
 EC1167
 EC1167.The horizontal coordinates were established by classical geodetic methods
 EC1167.and adjusted by the National Geodetic Survey in March 2004..
 EC1167
 EC1167.The orthometric height was determined by differential leveling
 EC1167.and adjusted by the National Geodetic Survey in June 1991..
 EC1167
 EC1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1167
 EC1167.The geoid height was determined by GEOID03.
 EC1167
 EC1167.The dynamic height is computed by dividing the NAVD 88
 EC1167.geopotential number by the normal gravity value computed on the
 EC1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1167.degrees latitude (g = 980.6199 gals.).
 EC1167
 EC1167.The modeled gravity was interpolated from observed gravity values.
 EC1167
 EC1167;                    North         East     Units Scale Factor Converg.
 EC1167;SPC SC       -   339,048.065   529,505.045   MT  1.00001968   -0 29 08.7
 EC1167;SPC SC       - 1,112,362.42  1,737,221.28   iFT  1.00001968   -0 29 08.7
 EC1167;UTM  17      - 3,860,910.629   419,936.611   MT  0.99967900   -0 30 04.2
 EC1167
 EC1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1167!SPC SC       -   0.99997170  x   1.00001968  =   0.99999138
 EC1167!UTM  17      -   0.99997170  x   0.99967900  =   0.99965071
 EC1167
 EC1167                          SUPERSEDED SURVEY CONTROL
 EC1167
 EC1167  NAD 83(1986)-  34 53 14.78798(N)    081 52 34.25598(W) AD(       ) 2
 EC1167  NAVD 88 (10/01/92)  211.68   (m)          694.5    (f) LEVELING    3  
 EC1167  NAVD 88 (07/30/91)  212.12   (m)          695.9    (f) LEVELING    3  
 EC1167  NGVD 29 (09/16/91)  211.796  (m)          694.87   (f) ADJUSTED    1 2
 EC1167
 EC1167.Superseded values are not recommended for survey control.
 EC1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1167.See file dsdata.txt to determine how the superseded data were derived.
 EC1167
 EC1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1993760911(NAD 83)
 EC1167_MARKER: DD = SURVEY DISK
 EC1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1167_SP_SET: CONCRETE POST
 EC1167_STAMPING: 42 218 1987
 EC1167_MARK LOGO: SCGS  
 EC1167_PROJECTION: FLUSH
 EC1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1167+STABILITY: SURFACE MOTION
 EC1167
 EC1167  HISTORY     - Date     Condition        Report By
 EC1167  HISTORY     - 1987     MONUMENTED       SCGS
 EC1167  HISTORY     - 19890622 GOOD             SCGS
 EC1167
 EC1167                          STATION DESCRIPTION
 EC1167
 EC1167'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1167'4.0 MI NORTH FROM PAULINE.
 EC1167'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1167'SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR 2.3 MI TO THE JUNCTION
 EC1167'OF STATE ROAD 321 (DAIRY RIDGE ROAD, ENTRANCE TO CROFT STATE PARK),
 EC1167'CONTINUE 0.2 MI ON HIGHWAY 56 TO THE MARK ON THE LEFT, 0.85 MI
 EC1167'NORTH OF THE BRIDGE OVER FAIRFOREST CREEK, 15.0 FT SOUTHEAST OF THE
 EC1167'CENTER OF THE HIGHWAY, 94.0 FT SOUTH SOUTHEAST OF A REFERENCE
 EC1167'WASHER IN A POWER POLE NUMBER 164, 94.4 FT EAST NORTHEAST OF A
 EC1167'REFERENCE WASHER IN A TELEPHONE POLE, 79.0 FT SOUTH OF A REFERENCE
 EC1167'WASHER IN A TELEPHONE POLE, 48.0 FT NORTH NORTHWEST OF A 20-INCH
 EC1167'TRIPLE-TRUNKED ELM TREE.
 EC1167'THE MARK IS 7.3 FT  NW FROM  A WITNESS POST
 EC1167'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EC1167
 EC1167                          STATION RECOVERY (1989)
 EC1167
 EC1167'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1166 ***********************************************************************
 EC1166  DESIGNATION -  42 219
 EC1166  PID         -  EC1166
 EC1166  STATE/COUNTY-  SC/SPARTANBURG
 EC1166  USGS QUAD   -  SPARTANBURG (1983)
 EC1166
 EC1166                         *CURRENT SURVEY CONTROL
 EC1166  ___________________________________________________________________
 EC1166* NAD 83(2001)-  34 53 24.72864(N)    081 52 34.09328(W)     ADJUSTED  
 EC1166* NAVD 88     -       219.688  (meters)     720.76   (feet)  ADJUSTED  
 EC1166  ___________________________________________________________________
 EC1166  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EC1166  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 EC1166  DYNAMIC HT  -         219.471 (meters)     720.05  (feet)  COMP
 EC1166  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 EC1166
 EC1166  HORZ ORDER  -  SECOND
 EC1166  VERT ORDER  -  FIRST     CLASS II
 EC1166
 EC1166.The horizontal coordinates were established by classical geodetic methods
 EC1166.and adjusted by the National Geodetic Survey in March 2004..
 EC1166
 EC1166.The orthometric height was determined by differential leveling
 EC1166.and adjusted by the National Geodetic Survey in June 1991..
 EC1166
 EC1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1166
 EC1166.The geoid height was determined by GEOID03.
 EC1166
 EC1166.The dynamic height is computed by dividing the NAVD 88
 EC1166.geopotential number by the normal gravity value computed on the
 EC1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1166.degrees latitude (g = 980.6199 gals.).
 EC1166
 EC1166.The modeled gravity was interpolated from observed gravity values.
 EC1166
 EC1166;                    North         East     Units Scale Factor Converg.
 EC1166;SPC SC       -   339,354.717   529,511.665   MT  1.00002071   -0 29 08.6
 EC1166;SPC SC       - 1,113,368.49  1,737,243.00   iFT  1.00002071   -0 29 08.6
 EC1166;UTM  17      - 3,861,217.175   419,943.312   MT  0.99967899   -0 30 04.3
 EC1166
 EC1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1166!SPC SC       -   0.99997044  x   1.00002071  =   0.99999115
 EC1166!UTM  17      -   0.99997044  x   0.99967899  =   0.99964944
 EC1166
 EC1166                          SUPERSEDED SURVEY CONTROL
 EC1166
 EC1166  NAD 83(1986)-  34 53 24.74022(N)    081 52 34.09764(W) AD(       ) 2
 EC1166  NAVD 88 (10/01/92)  219.69   (m)          720.8    (f) LEVELING    3  
 EC1166  NAVD 88 (07/30/91)  220.12   (m)          722.2    (f) LEVELING    3  
 EC1166  NGVD 29 (09/16/91)  219.799  (m)          721.12   (f) ADJUSTED    1 2
 EC1166
 EC1166.Superseded values are not recommended for survey control.
 EC1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1166.See file dsdata.txt to determine how the superseded data were derived.
 EC1166
 EC1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1994361217(NAD 83)
 EC1166_MARKER: DD = SURVEY DISK
 EC1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1166_SP_SET: CONCRETE POST
 EC1166_STAMPING: 42 219 1987
 EC1166_MARK LOGO: SCGS  
 EC1166_PROJECTION: FLUSH
 EC1166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1166+STABILITY: SURFACE MOTION
 EC1166
 EC1166  HISTORY     - Date     Condition        Report By
 EC1166  HISTORY     - 1987     MONUMENTED       SCGS
 EC1166  HISTORY     - 19881220 GOOD             SCGS
 EC1166
 EC1166                          STATION DESCRIPTION
 EC1166
 EC1166'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1166'4.2 MI NORTH FROM PAULINE.
 EC1166'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295 (3.2 MI SOUTHEAST OF
 EC1166'SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR 2.3 MI TO THE MARK ON
 EC1166'THE RIGHT IN THE SHOULDER AND IN LINE WITH THE CENTER OF STATE ROAD
 EC1166'321 (DAIRY RIDGE ROAD, ENTRANCE TO THE CROFT STATE PARK), 15.0 FT
 EC1166'WEST OF THE CENTER OF THE HIGHWAY, 74.0 FT EAST SOUTHEAST OF A
 EC1166'43-INCH LIVE OAK TREE WITH A REFERENCE WASHER ATTACHED, 43.0 FT
 EC1166'SOUTH OF AN ENTRANCE DRIVE TO TWO WOODEN HOUSES, 86.1 FT NORTH
 EC1166'NORTHWEST OF A FIRE HYDRANT.
 EC1166'THE MARK IS 1.0 FT BELOW THE HIGHWAY.
 EC1166
 EC1166                          STATION RECOVERY (1988)
 EC1166
 EC1166'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1157 ***********************************************************************
 EC1157  DESIGNATION -  42 220 RESET
 EC1157  PID         -  EC1157
 EC1157  STATE/COUNTY-  SC/SPARTANBURG
 EC1157  USGS QUAD   -  ORA (1983)
 EC1157
 EC1157                         *CURRENT SURVEY CONTROL
 EC1157  ___________________________________________________________________
 EC1157* NAD 83(2001)-  34 36 34.76016(N)    081 53 45.27902(W)     ADJUSTED  
 EC1157* NAVD 88     -       169.449  (meters)     555.93   (feet)  ADJUSTED  
 EC1157  ___________________________________________________________________
 EC1157  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 EC1157  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 EC1157  DYNAMIC HT  -         169.281 (meters)     555.38  (feet)  COMP
 EC1157  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 EC1157
 EC1157  HORZ ORDER  -  SECOND
 EC1157  VERT ORDER  -  FIRST     CLASS II
 EC1157
 EC1157.The horizontal coordinates were established by classical geodetic methods
 EC1157.and adjusted by the National Geodetic Survey in March 2004..
 EC1157
 EC1157.The orthometric height was determined by differential leveling
 EC1157.and adjusted by the National Geodetic Survey in June 1991..
 EC1157
 EC1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1157
 EC1157.The geoid height was determined by GEOID03.
 EC1157
 EC1157.The dynamic height is computed by dividing the NAVD 88
 EC1157.geopotential number by the normal gravity value computed on the
 EC1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1157.degrees latitude (g = 980.6199 gals.).
 EC1157
 EC1157.The modeled gravity was interpolated from observed gravity values.
 EC1157
 EC1157;                    North         East     Units Scale Factor Converg.
 EC1157;SPC SC       -   308,249.500   527,434.381   MT  0.99992819   -0 29 48.1
 EC1157;SPC SC       - 1,011,317.26  1,730,427.76   iFT  0.99992819   -0 29 48.1
 EC1157;UTM  17      - 3,830,121.524   417,859.122   MT  0.99968316   -0 30 32.0
 EC1157
 EC1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1157!SPC SC       -   0.99997822  x   0.99992819  =   0.99990641
 EC1157!UTM  17      -   0.99997822  x   0.99968316  =   0.99966139
 EC1157
 EC1157                          SUPERSEDED SURVEY CONTROL
 EC1157
 EC1157  NAD 83(1986)-  34 36 34.76998(N)    081 53 45.28295(W) AD(       ) 2
 EC1157  NAVD 88 (10/01/92)  169.45   (m)          555.9    (f) LEVELING    3  
 EC1157  NAVD 88 (07/30/91)  169.88   (m)          557.3    (f) LEVELING    3  
 EC1157  NGVD 29 (09/16/91)  169.579  (m)          556.36   (f) ADJUSTED    1 2
 EC1157
 EC1157.Superseded values are not recommended for survey control.
 EC1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1157.See file dsdata.txt to determine how the superseded data were derived.
 EC1157
 EC1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1785930122(NAD 83)
 EC1157_MARKER: DD = SURVEY DISK
 EC1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1157_SP_SET: CONCRETE POST
 EC1157_STAMPING: 42 220 RESET 1988
 EC1157_MARK LOGO: SCGS  
 EC1157_PROJECTION: RECESSED 15 CENTIMETERS
 EC1157_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1157+STABILITY: SURFACE MOTION
 EC1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1157+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2001
 EC1157
 EC1157  HISTORY     - Date     Condition        Report By
 EC1157  HISTORY     - 1988     MONUMENTED       SCGS
 EC1157  HISTORY     - 19880803 GOOD             SCGS
 EC1157  HISTORY     - 19900911 GOOD             SCGS
 EC1157  HISTORY     - 20011016 GOOD             SCGS
 EC1157
 EC1157                          STATION DESCRIPTION
 EC1157
 EC1157'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1157'3.2 MI SW FROM CROSS ANCHOR.
 EC1157'THE MARK IS 5.0 FT ABOVE THE HIGHWAY.
 EC1157'FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 49 AND INTERSTATE 26 (4.5
 EC1157'MI SOUTHEAST OF ENOREE), GO SOUTH SOUTHEAST ON INTERSTATE 26 FOR
 EC1157'0.65 MI TO THE MARK ON THE LEFT ACROSS THE WESTBOUND LANES OF
 EC1157'INTERSTATE, SET AT THE MOW LINE OF A HIGH CUT-BANK AND AT THE SOUTH
 EC1157'SIDE OF A CLUMP OF SASSAFRASS BUSHES, 45.7 FT EAST NORTHEAST OF
 EC1157'THE CENTER OF THE WESTBOUND LANES, 64.0 FT SOUTHEAST OF A
 EC1157'REFLECTOR POST, 128.5 FT NORTH OF A REFLECTOR POST.
 EC1157'THE MARK IS 1.2 FT  WSW FROM  A WITNESS POST
 EC1157
 EC1157                          STATION RECOVERY (1988)
 EC1157
 EC1157'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1157'RECOVERED IN GOOD CONDITION.
 EC1157
 EC1157                          STATION RECOVERY (1990)
 EC1157
 EC1157'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1157'STATION IS LOCATED 3.1 MILES SOUTHWEST OF CROSS ANCHOR, 4.85 MILES
 EC1157'SOUTHEAST OF ENOREE. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 EC1157'P.O. BOX 191, COLUMBIA, SC, PHONE 803-737-1350.
 EC1157'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 49
 EC1157'AND INTERSTATE 26 (10.35 MILES NORTHEAST OF LAURENS), GO SOUTHEAST ON
 EC1157'HIGHWAY 26 FOR 0.65 MILE TO THE STATION ON THE LEFT IN THE EMBANKMENT
 EC1157'NEAR THE WESTBOUND LANES OF THE HIGHWAY.
 EC1157'STATION IS A CONCRETE POST RECESSED 6-INCHES AND 4.0 FEET ABOVE THE
 EC1157'HIGHWAY, 46.3 FEET EAST NORTHEAST OF THE WESTBOUND LANES OF THE
 EC1157'HIGHWAY, 1.3 FEET WEST SOUTHWEST OF A WITNESS POST.
 EC1157'RECOVERED BY T. HALL.
 EC1157
 EC1157                          STATION RECOVERY (2001)
 EC1157
 EC1157'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EC1157'STATION IS LOCATED 9.5 MILES NORTH OF CLINTON, 10.2 MILES NORTHEAST OF
 EC1157'LAURENS, 23.4  MILES SOUTH OF SPARTANBURG. OWNERSHIP--SCDOT, DIRECTOR
 EC1157'OF PRECONSTRUCTION, P.O. BOX  191, COLUMBIA, SC 29202, PHONE
 EC1157'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 EC1157'INTERSTATE 26 (EXIT 44) AND STATE  HIGHWAY 49, 10.4 MILES NORTHEAST OF
 EC1157'LAURENS, GO SOUTHEAST ON HIGHWAY 26 FOR 0.65 MILE TO  THE STATION ON
 EC1157'THE LEFT IN THE EMBANKMENT ON THE NORTHEAST SIDE OF THE INTERSTATE.
 EC1157'STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND 3.0 FEET ABOVE THE
 EC1157'INTERSTATE, 45.6  FEET EAST NORTHEAST OF THE CENTER OF THE WEST BOUND
 EC1157'LANES OF THE HIGHWAY, 8.1  FEET SOUTHWEST OF A 1.0-FOOT OAK TREE WITH
 EC1157'A SCGS REFERENCE WASHER ATTACHED, 1.3  FEET WEST SOUTHWEST OF A
 EC1157'WITNESS POST. RECOVERED BY R. P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1095 ***********************************************************************
 EC1095  DESIGNATION -  42 221
 EC1095  PID         -  EC1095
 EC1095  STATE/COUNTY-  SC/SPARTANBURG
 EC1095  USGS QUAD   -  ORA (1983)
 EC1095
 EC1095                         *CURRENT SURVEY CONTROL
 EC1095  ___________________________________________________________________
 EC1095* NAD 83(2001)-  34 37 24.14090(N)    081 54 17.93612(W)     ADJUSTED  
 EC1095* NAVD 88     -       179.921  (meters)     590.29   (feet)  ADJUSTED  
 EC1095  ___________________________________________________________________
 EC1095  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EC1095  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 EC1095  DYNAMIC HT  -         179.742 (meters)     589.70  (feet)  COMP
 EC1095  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 EC1095
 EC1095  HORZ ORDER  -  SECOND
 EC1095  VERT ORDER  -  FIRST     CLASS II
 EC1095
 EC1095.The horizontal coordinates were established by classical geodetic methods
 EC1095.and adjusted by the National Geodetic Survey in March 2004..
 EC1095
 EC1095.The orthometric height was determined by differential leveling
 EC1095.and adjusted by the National Geodetic Survey in June 1991..
 EC1095
 EC1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1095
 EC1095.The geoid height was determined by GEOID03.
 EC1095
 EC1095.The dynamic height is computed by dividing the NAVD 88
 EC1095.geopotential number by the normal gravity value computed on the
 EC1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1095.degrees latitude (g = 980.6199 gals.).
 EC1095
 EC1095.The modeled gravity was interpolated from observed gravity values.
 EC1095
 EC1095;                    North         East     Units Scale Factor Converg.
 EC1095;SPC SC       -   309,778.246   526,615.770   MT  0.99993215   -0 30 06.2
 EC1095;SPC SC       - 1,016,332.83  1,727,742.03   iFT  0.99993215   -0 30 06.2
 EC1095;UTM  17      - 3,831,650.069   417,041.042   MT  0.99968483   -0 30 51.2
 EC1095
 EC1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1095!SPC SC       -   0.99997658  x   0.99993215  =   0.99990874
 EC1095!UTM  17      -   0.99997658  x   0.99968483  =   0.99966142
 EC1095
 EC1095                          SUPERSEDED SURVEY CONTROL
 EC1095
 EC1095  NAD 83(1986)-  34 37 24.14983(N)    081 54 17.94035(W) AD(       ) 2
 EC1095  NAVD 88 (10/01/92)  179.92   (m)          590.3    (f) LEVELING    3  
 EC1095  NAVD 88 (07/30/91)  180.36   (m)          591.7    (f) LEVELING    3  
 EC1095  NGVD 29 (09/16/91)  180.050  (m)          590.71   (f) ADJUSTED    1 2
 EC1095
 EC1095.Superseded values are not recommended for survey control.
 EC1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1095.See file dsdata.txt to determine how the superseded data were derived.
 EC1095
 EC1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1704131650(NAD 83)
 EC1095_MARKER: DD = SURVEY DISK
 EC1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1095_SP_SET: CONCRETE POST
 EC1095_STAMPING: 42 221 1987
 EC1095_MARK LOGO: SCGS  
 EC1095_PROJECTION: FLUSH
 EC1095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1095+STABILITY: SURFACE MOTION
 EC1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1095+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1987
 EC1095
 EC1095  HISTORY     - Date     Condition        Report By
 EC1095  HISTORY     - 1987     MONUMENTED       SCGS
 EC1095  HISTORY     - 19871022 GOOD             SCGS
 EC1095
 EC1095                          STATION DESCRIPTION
 EC1095
 EC1095'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1095'2.9 MI WSW FROM CROSS ANCHOR.
 EC1095'FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 49 AND INTERSTATE 26 (3.1
 EC1095'MI WEST SOUTHWEST OF CROSS ANCHOR), GO NORTH NORTHWEST ON HIGHWAY 26
 EC1095'FOR 0.45 MI TO THE MARK IN THE MEDIAN, 3.05 MI EAST SOUTHEAST OF
 EC1095'THE JUNCTION OVERPASS OF STATE HIGHWAY 92, 54.5 FT EAST OF THE CENTER
 EC1095'OF THE EASTBOUND LANES, 20.6 FT WEST OF THE CENTER OF THE WESTBOUND
 EC1095'LANES OF THE HIGHWAY, 202.0 FT NORTH OF THE NORTH END OF THE GUARD
 EC1095'RAIL ON THE WEST SIDE OF THE EASTBOUND LANES OF THE HIGHWAY, 5.9 FT
 EC1095'WEST SOUTHWEST OF A REFERENCE WASHER AT THE EDGE OF THE PAVEMENT.
 EC1095'THE MARK IS 10.0 FT  ENE FROM  A WITNESS POST
 EC1095'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
 EC1095
 EC1095                          STATION RECOVERY (1987)
 EC1095
 EC1095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1096 ***********************************************************************
 EC1096  DESIGNATION -  42 222
 EC1096  PID         -  EC1096
 EC1096  STATE/COUNTY-  SC/SPARTANBURG
 EC1096  USGS QUAD   -  ENOREE (1969)
 EC1096
 EC1096                         *CURRENT SURVEY CONTROL
 EC1096  ___________________________________________________________________
 EC1096* NAD 83(2001)-  34 38 23.87853(N)    081 54 45.10647(W)     ADJUSTED  
 EC1096* NAVD 88     -       191.844  (meters)     629.41   (feet)  ADJUSTED  
 EC1096  ___________________________________________________________________
 EC1096  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 EC1096  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 EC1096  DYNAMIC HT  -         191.653 (meters)     628.78  (feet)  COMP
 EC1096  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 EC1096
 EC1096  HORZ ORDER  -  SECOND
 EC1096  VERT ORDER  -  FIRST     CLASS II
 EC1096
 EC1096.The horizontal coordinates were established by classical geodetic methods
 EC1096.and adjusted by the National Geodetic Survey in March 2004..
 EC1096
 EC1096.The orthometric height was determined by differential leveling
 EC1096.and adjusted by the National Geodetic Survey in June 1991..
 EC1096
 EC1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1096
 EC1096.The geoid height was determined by GEOID03.
 EC1096
 EC1096.The dynamic height is computed by dividing the NAVD 88
 EC1096.geopotential number by the normal gravity value computed on the
 EC1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1096.degrees latitude (g = 980.6199 gals.).
 EC1096
 EC1096.The modeled gravity was interpolated from observed gravity values.
 EC1096
 EC1096;                    North         East     Units Scale Factor Converg.
 EC1096;SPC SC       -   311,624.952   525,939.973   MT  0.99993702   -0 30 21.3
 EC1096;SPC SC       - 1,022,391.57  1,725,524.85   iFT  0.99993702   -0 30 21.3
 EC1096;UTM  17      - 3,833,496.464   416,365.821   MT  0.99968621   -0 31 07.4
 EC1096
 EC1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1096!SPC SC       -   0.99997472  x   0.99993702  =   0.99991174
 EC1096!UTM  17      -   0.99997472  x   0.99968621  =   0.99966094
 EC1096
 EC1096                          SUPERSEDED SURVEY CONTROL
 EC1096
 EC1096  NAD 83(1986)-  34 38 23.88712(N)    081 54 45.11073(W) AD(       ) 2
 EC1096  NAVD 88 (10/01/92)  191.84   (m)          629.4    (f) LEVELING    3  
 EC1096  NAVD 88 (07/30/91)  192.28   (m)          630.8    (f) LEVELING    3  
 EC1096  NGVD 29 (09/16/91)  191.970  (m)          629.82   (f) ADJUSTED    1 2
 EC1096
 EC1096.Superseded values are not recommended for survey control.
 EC1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1096.See file dsdata.txt to determine how the superseded data were derived.
 EC1096
 EC1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1636633496(NAD 83)
 EC1096_MARKER: DD = SURVEY DISK
 EC1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1096_SP_SET: CONCRETE POST
 EC1096_STAMPING: 42 222 1987
 EC1096_MARK LOGO: SCGS  
 EC1096_PROJECTION: FLUSH
 EC1096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1096+STABILITY: SURFACE MOTION
 EC1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1096+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1987
 EC1096
 EC1096  HISTORY     - Date     Condition        Report By
 EC1096  HISTORY     - 1987     MONUMENTED       SCGS
 EC1096  HISTORY     - 19871022 GOOD             SCGS
 EC1096
 EC1096                          STATION DESCRIPTION
 EC1096
 EC1096'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1096'3.1 MI WEST FROM CROSS ANCHOR.
 EC1096'FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 49 AND INTERSTATE 26 (3.1
 EC1096'MI WEST SOUTHWEST OF CROSS ANCHOR), GO NORTH NORTHWEST ON HIGHWAY
 EC1096'26 FOR 1.65 MI TO THE MARK ON THE LEFT IN THE MEDIAN, 1.85 MI
 EC1096'SOUTH SOUTHEAST OF THE JUNCTION OVERPASS OF STATE HIGHWAY 92, 64.4
 EC1096'FT EAST NORTHEST OF THE EASTBOUND LANES OF THE HIGHWAY, 18.5 FT
 EC1096'WEST SOUTHWEST OF THE WESTBOUND LANES OF THE HIGHWAY, 106.0 FT SOUTH
 EC1096'SOUTHEAST OF THE SOUTH SOUTHEAST CORNER OF A CONCRETE DRAIN COVER IN
 EC1096'THE MEDIAN, 4.7 FT WEST OF A REFERENCE WASHER IN THE EDGE OF THE
 EC1096'PAVEMENT.
 EC1096'THE MARK IS 10.6 FT  ENE FROM  A WITNESS POST
 EC1096'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
 EC1096
 EC1096                          STATION RECOVERY (1987)
 EC1096
 EC1096'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1097 ***********************************************************************
 EC1097  DESIGNATION -  42 223
 EC1097  PID         -  EC1097
 EC1097  STATE/COUNTY-  SC/SPARTANBURG
 EC1097  USGS QUAD   -  ENOREE (1969)
 EC1097
 EC1097                         *CURRENT SURVEY CONTROL
 EC1097  ___________________________________________________________________
 EC1097* NAD 83(2001)-  34 39 14.87674(N)    081 55 14.33105(W)     ADJUSTED  
 EC1097* NAVD 88     -       207.702  (meters)     681.44   (feet)  ADJUSTED  
 EC1097  ___________________________________________________________________
 EC1097  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EC1097  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 EC1097  DYNAMIC HT  -         207.496 (meters)     680.76  (feet)  COMP
 EC1097  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 EC1097
 EC1097  HORZ ORDER  -  SECOND
 EC1097  VERT ORDER  -  FIRST     CLASS II
 EC1097
 EC1097.The horizontal coordinates were established by classical geodetic methods
 EC1097.and adjusted by the National Geodetic Survey in March 2004..
 EC1097
 EC1097.The orthometric height was determined by differential leveling
 EC1097.and adjusted by the National Geodetic Survey in June 1991..
 EC1097
 EC1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1097
 EC1097.The geoid height was determined by GEOID03.
 EC1097
 EC1097.The dynamic height is computed by dividing the NAVD 88
 EC1097.geopotential number by the normal gravity value computed on the
 EC1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1097.degrees latitude (g = 980.6199 gals.).
 EC1097
 EC1097.The modeled gravity was interpolated from observed gravity values.
 EC1097
 EC1097;                    North         East     Units Scale Factor Converg.
 EC1097;SPC SC       -   313,202.906   525,209.744   MT  0.99994124   -0 30 37.5
 EC1097;SPC SC       - 1,027,568.59  1,723,129.08   iFT  0.99994124   -0 30 37.5
 EC1097;UTM  17      - 3,835,074.186   415,636.134   MT  0.99968772   -0 31 24.7
 EC1097
 EC1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1097!SPC SC       -   0.99997223  x   0.99994124  =   0.99991348
 EC1097!UTM  17      -   0.99997223  x   0.99968772  =   0.99965996
 EC1097
 EC1097:                Primary Azimuth Mark                     Grid Az
 EC1097:SPC SC       -  SCGPS 17 AZ MK                           327 00 06.5
 EC1097:UTM  17      -  SCGPS 17 AZ MK                           327 00 53.7
 EC1097
 EC1097|---------------------------------------------------------------------|
 EC1097| PID    Reference Object                     Distance      Geod. Az  |
 EC1097|                                                           dddmmss.s |
 EC1097| EC1098 SCGPS 17 AZ MK                      APPROX. 0.6 KM 3262929.0 |
 EC1097|---------------------------------------------------------------------|
 EC1097
 EC1097                          SUPERSEDED SURVEY CONTROL
 EC1097
 EC1097  NAD 83(1986)-  34 39 14.88513(N)    081 55 14.33516(W) AD(       ) 2
 EC1097  NAVD 88 (10/01/92)  207.70   (m)          681.4    (f) LEVELING    3  
 EC1097  NAVD 88 (07/30/91)  208.14   (m)          682.9    (f) LEVELING    3  
 EC1097  NGVD 29 (09/16/91)  207.826  (m)          681.84   (f) ADJUSTED    1 2
 EC1097
 EC1097.Superseded values are not recommended for survey control.
 EC1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1097.See file dsdata.txt to determine how the superseded data were derived.
 EC1097
 EC1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1563635074(NAD 83)
 EC1097_MARKER: DD = SURVEY DISK
 EC1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1097_SP_SET: CONCRETE POST
 EC1097_STAMPING: 42 223 1987
 EC1097_MARK LOGO: SCGS  
 EC1097_PROJECTION: FLUSH
 EC1097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1097+STABILITY: SURFACE MOTION
 EC1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1097+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1987
 EC1097
 EC1097  HISTORY     - Date     Condition        Report By
 EC1097  HISTORY     - 1987     MONUMENTED       SCGS
 EC1097  HISTORY     - 19871023 GOOD             SCGS
 EC1097
 EC1097                          STATION DESCRIPTION
 EC1097
 EC1097'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1097'3.6 MI WNW FROM CROSS ANCHOR.
 EC1097'FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 92 AND INTERSTATE 26 (2.2
 EC1097'MI NORTH NORTHEAST OF ENOREE), GO SOUTH SOUTHEAST ON HIGHWAY 26 FOR
 EC1097'0.75 MI TO THE MARK ON THE LEFT IN THE SHOULDER, 2.75 MI NORTH
 EC1097'NORTHWEST OF THE JUNCTION OVERPASS OF STATE HIGHWAY 49, 23.5 FT
 EC1097'EAST OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 69.4 FT
 EC1097'SOUTHWEST OF AN OAK TREE WITH A REFERENCE WASHER ATTACHED, 62.7 FT
 EC1097'WEST SOUTHWEST OF A PINE TREE WITH A REFERENCE WASHER ATTACHED, 2.6
 EC1097'FT EAST OF A REFERENCE WASHER IN THE EDGE OF THE PAVEMENT.
 EC1097'THE MARK IS 3.8 FT  N FROM  A WITNESS POST
 EC1097'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
 EC1097
 EC1097                          STATION RECOVERY (1987)
 EC1097
 EC1097'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1100 ***********************************************************************
 EC1100  DESIGNATION -  42 224
 EC1100  PID         -  EC1100
 EC1100  STATE/COUNTY-  SC/SPARTANBURG
 EC1100  USGS QUAD   -  ENOREE (1969)
 EC1100
 EC1100                         *CURRENT SURVEY CONTROL
 EC1100  ___________________________________________________________________
 EC1100* NAD 83(2001)-  34 40 34.28762(N)    081 56 11.86684(W)     ADJUSTED  
 EC1100* NAVD 88     -       198.224  (meters)     650.34   (feet)  ADJUSTED  
 EC1100  ___________________________________________________________________
 EC1100  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EC1100  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 EC1100  DYNAMIC HT  -         198.027 (meters)     649.69  (feet)  COMP
 EC1100  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 EC1100
 EC1100  HORZ ORDER  -  SECOND
 EC1100  VERT ORDER  -  FIRST     CLASS II
 EC1100
 EC1100.The horizontal coordinates were established by classical geodetic methods
 EC1100.and adjusted by the National Geodetic Survey in March 2004..
 EC1100
 EC1100.The orthometric height was determined by differential leveling
 EC1100.and adjusted by the National Geodetic Survey in June 1991..
 EC1100
 EC1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1100
 EC1100.The geoid height was determined by GEOID03.
 EC1100
 EC1100.The dynamic height is computed by dividing the NAVD 88
 EC1100.geopotential number by the normal gravity value computed on the
 EC1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1100.degrees latitude (g = 980.6199 gals.).
 EC1100
 EC1100.The modeled gravity was interpolated from observed gravity values.
 EC1100
 EC1100;                    North         East     Units Scale Factor Converg.
 EC1100;SPC SC       -   315,662.890   523,766.971   MT  0.99994794   -0 31 09.4
 EC1100;SPC SC       - 1,035,639.40  1,718,395.57   iFT  0.99994794   -0 31 09.4
 EC1100;UTM  17      - 3,837,533.879   414,194.303   MT  0.99969075   -0 31 58.5
 EC1100
 EC1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1100!SPC SC       -   0.99997373  x   0.99994794  =   0.99992167
 EC1100!UTM  17      -   0.99997373  x   0.99969075  =   0.99966449
 EC1100
 EC1100                          SUPERSEDED SURVEY CONTROL
 EC1100
 EC1100  NAD 83(1986)-  34 40 34.29724(N)    081 56 11.86965(W) AD(       ) 2
 EC1100  NAVD 88 (10/01/92)  198.22   (m)          650.3    (f) LEVELING    3  
 EC1100  NAVD 88 (07/30/91)  198.66   (m)          651.8    (f) LEVELING    3  
 EC1100  NGVD 29 (09/16/91)  198.345  (m)          650.74   (f) ADJUSTED    1 2
 EC1100
 EC1100.Superseded values are not recommended for survey control.
 EC1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1100.See file dsdata.txt to determine how the superseded data were derived.
 EC1100
 EC1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1419437534(NAD 83)
 EC1100_MARKER: DD = SURVEY DISK
 EC1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1100_SP_SET: CONCRETE POST
 EC1100_STAMPING: 42 224 1987
 EC1100_MARK LOGO: SCGS  
 EC1100_PROJECTION: FLUSH
 EC1100_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1100+STABILITY: SURFACE MOTION
 EC1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1100+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 EC1100
 EC1100  HISTORY     - Date     Condition        Report By
 EC1100  HISTORY     - 1987     MONUMENTED       SCGS
 EC1100  HISTORY     - 19871026 GOOD             SCGS
 EC1100  HISTORY     - 20031208 GOOD             SCGS
 EC1100
 EC1100                          STATION DESCRIPTION
 EC1100
 EC1100'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1100'2.3 MI NE FROM ENOREE.
 EC1100'FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 92 AND INTERSTATE 26 (2.2
 EC1100'MI NORTHEAST OF ENOREE), GO NORTH NORTHWEST ON HIGHWAY 26 FOR 1.0
 EC1100'MI TO THE MARK ON THE LEFT IN THE SHOULDER OF THE EASTBOUND LANES AND
 EC1100'BEHIND A GUARDRAIL, 1.55 MI SOUTH SOUTHEAST OF THE JUNCTION OVERPASS
 EC1100'OF STATE HIGHWAY 146, 24.7 FT WEST SOUTHWEST OF THE CENTER OF THE
 EC1100'EASTBOUND LANES OF THE HIGHWAY, 52.0 FT WEST SOUTHWEST OF THE
 EC1100'SOUTHWEST CORNER OF A CONCRETE DRAIN COVER IN THE MEDIAN, 7.7 FT
 EC1100'SOUTH OF A REFERENCE WASHER IN A GUARD RAIL POST, 24.0 FT EAST OF AN
 EC1100'8-INCH PINE TREE WITH A REFERENCE WASHER ATTACHED.
 EC1100'THE MARK IS 4.3 FT  NW FROM  A WITNESS POST
 EC1100'THE MARK IS ABOVE LEVEL WITH THE EASTBOUND LANES.
 EC1100
 EC1100                          STATION RECOVERY (1987)
 EC1100
 EC1100'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1100'RECOVERED IN GOOD CONDITION.
 EC1100
 EC1100                          STATION RECOVERY (2003)
 EC1100
 EC1100'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 EC1100'STATION IS LOCATED 7.2 MILES SOUTHEAST OF WOODRUFF, 18.8 MILES SOUTH
 EC1100'OF SPARTANBURG.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 EC1100'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 EC1100'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT 41) AND  STATE
 EC1100'HIGHWAY 92, 8.1 MILES SOUTHEAST OF WOODRUFF, GO NORTH NORTHWEST ON
 EC1100'INTERSTATE 26 FOR 1.0 MILE TO THE STATION ON THE LEFT IN THE SHOULDER
 EC1100'OF THE  EAST BOUND LANES AND BEHIND A GUARDRAIL, 1.55 MILES SOUTH
 EC1100'SOUTHEAST OF THE JUNCTION  OVERPASS OF STATE HIGHWAY 146 (EXIT 38).
 EC1100'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 24.7 FEET WEST
 EC1100'SOUTHWEST OF THE  CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 52.0
 EC1100'FEET WEST SOUTHWEST OF THE  SOUTHWEST CORNER OF A CONCRETE DRAIN
 EC1100'COVER, 5.0 FEET SOUTH OF A REFERENCE WASHER IN A  GUARD RAIL POST,
 EC1100'24.0 FEET EAST OF A 0.7-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 EC1100'ATTACHED, 1.0 FOOT NORTH OF A GUARDRAIL POST, 14.3 FEET EAST OF A
 EC1100'0.5-FOOT SPLIT-TRUNKED  OAK TREE, 4.3 FEET NORTHWEST OF A WITNESS
 EC1100'POST. RECOVERED BY D.J. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1101 ***********************************************************************
 EC1101  DESIGNATION -  42 225
 EC1101  PID         -  EC1101
 EC1101  STATE/COUNTY-  SC/SPARTANBURG
 EC1101  USGS QUAD   -  ENOREE (1969)
 EC1101
 EC1101                         *CURRENT SURVEY CONTROL
 EC1101  ___________________________________________________________________
 EC1101* NAD 83(2001)-  34 40 58.80591(N)    081 56 19.81955(W)     ADJUSTED  
 EC1101* NAVD 88     -       181.502  (meters)     595.48   (feet)  ADJUSTED  
 EC1101  ___________________________________________________________________
 EC1101  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EC1101  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EC1101  DYNAMIC HT  -         181.322 (meters)     594.89  (feet)  COMP
 EC1101  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 EC1101
 EC1101  HORZ ORDER  -  SECOND
 EC1101  VERT ORDER  -  FIRST     CLASS II
 EC1101
 EC1101.The horizontal coordinates were established by classical geodetic methods
 EC1101.and adjusted by the National Geodetic Survey in March 2004..
 EC1101
 EC1101.The orthometric height was determined by differential leveling
 EC1101.and adjusted by the National Geodetic Survey in June 1991..
 EC1101
 EC1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1101
 EC1101.The geoid height was determined by GEOID03.
 EC1101
 EC1101.The dynamic height is computed by dividing the NAVD 88
 EC1101.geopotential number by the normal gravity value computed on the
 EC1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1101.degrees latitude (g = 980.6199 gals.).
 EC1101
 EC1101.The modeled gravity was interpolated from observed gravity values.
 EC1101
 EC1101;                    North         East     Units Scale Factor Converg.
 EC1101;SPC SC       -   316,420.193   523,571.398   MT  0.99995004   -0 31 13.8
 EC1101;SPC SC       - 1,038,123.99  1,717,753.93   iFT  0.99995004   -0 31 13.8
 EC1101;UTM  17      - 3,838,291.033   413,998.962   MT  0.99969116   -0 32 03.4
 EC1101
 EC1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1101!SPC SC       -   0.99997636  x   0.99995004  =   0.99992640
 EC1101!UTM  17      -   0.99997636  x   0.99969116  =   0.99966753
 EC1101
 EC1101                          SUPERSEDED SURVEY CONTROL
 EC1101
 EC1101  NAD 83(1986)-  34 40 58.81551(N)    081 56 19.82287(W) AD(       ) 2
 EC1101  NAVD 88 (10/01/92)  181.50   (m)          595.5    (f) LEVELING    3  
 EC1101  NAVD 88 (07/30/91)  181.94   (m)          596.9    (f) LEVELING    3  
 EC1101  NGVD 29 (09/16/91)  181.626  (m)          595.88   (f) ADJUSTED    1 2
 EC1101
 EC1101.Superseded values are not recommended for survey control.
 EC1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1101.See file dsdata.txt to determine how the superseded data were derived.
 EC1101
 EC1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1399938291(NAD 83)
 EC1101_MARKER: DD = SURVEY DISK
 EC1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1101_SP_SET: CONCRETE POST
 EC1101_STAMPING: 42 225 1987
 EC1101_MARK LOGO: SCGS  
 EC1101_PROJECTION: RECESSED 8 CENTIMETERS
 EC1101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1101+STABILITY: SURFACE MOTION
 EC1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1101+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1987
 EC1101
 EC1101  HISTORY     - Date     Condition        Report By
 EC1101  HISTORY     - 1987     MONUMENTED       SCGS
 EC1101  HISTORY     - 19871026 GOOD             SCGS
 EC1101
 EC1101                          STATION DESCRIPTION
 EC1101
 EC1101'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1101'2.5 MI NE FROM ENOREE.
 EC1101'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 146
 EC1101'(3.4 MI NORTH NORTHEAST OF ENOREE), GO SOUTH ON HIGHWAY 26 FOR 1.05
 EC1101'MI TO THE MARK ON THE RIGHT IN THE SHOULDER, 1.5 MI NORTH NORTHWEST
 EC1101'OF THE JUNCTION OVERPASS OF STATE HIGHWAY 92, 23.6 FT WEST OF THE
 EC1101'CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 51.6 FT EAST OF AN
 EC1101'8-INCH MAPLE TREE WITH A REFERENCE WASHER ATTACHED, 137.8 FT NORTH
 EC1101'OF THE NORTH END OF A GUARD RAIL, 73.7 FT SOUTHWEST OF THE SOUTHWEST
 EC1101'CORNER OF A CONCRETE COVER FOR A DRAIN PIPE IN THE MEDIAN.
 EC1101'THE MARK IS 7.0 FT  E FROM  A WITNESS POST
 EC1101'THE MARK IS 4.9 FT BELOW THE EASTBOUND LANES.
 EC1101
 EC1101                          STATION RECOVERY (1987)
 EC1101
 EC1101'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1127 ***********************************************************************
 EC1127  DESIGNATION -  42 227
 EC1127  PID         -  EC1127
 EC1127  STATE/COUNTY-  SC/SPARTANBURG
 EC1127  USGS QUAD   -  ENOREE (1969)
 EC1127
 EC1127                         *CURRENT SURVEY CONTROL
 EC1127  ___________________________________________________________________
 EC1127* NAD 83(2001)-  34 42 16.21813(N)    081 56 31.36794(W)     ADJUSTED  
 EC1127* NAVD 88     -       218.465  (meters)     716.75   (feet)  ADJUSTED  
 EC1127  ___________________________________________________________________
 EC1127  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 EC1127  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 EC1127  DYNAMIC HT  -         218.249 (meters)     716.04  (feet)  COMP
 EC1127  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 EC1127
 EC1127  HORZ ORDER  -  SECOND
 EC1127  VERT ORDER  -  FIRST     CLASS II
 EC1127
 EC1127.The horizontal coordinates were established by classical geodetic methods
 EC1127.and adjusted by the National Geodetic Survey in March 2004..
 EC1127
 EC1127.The orthometric height was determined by differential leveling
 EC1127.and adjusted by the National Geodetic Survey in June 1991..
 EC1127
 EC1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1127
 EC1127.The geoid height was determined by GEOID03.
 EC1127
 EC1127.The dynamic height is computed by dividing the NAVD 88
 EC1127.geopotential number by the normal gravity value computed on the
 EC1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1127.degrees latitude (g = 980.6199 gals.).
 EC1127
 EC1127.The modeled gravity was interpolated from observed gravity values.
 EC1127
 EC1127;                    North         East     Units Scale Factor Converg.
 EC1127;SPC SC       -   318,808.137   523,299.201   MT  0.99995676   -0 31 20.2
 EC1127;SPC SC       - 1,045,958.45  1,716,860.90   iFT  0.99995676   -0 31 20.2
 EC1127;UTM  17      - 3,840,678.417   413,727.418   MT  0.99969174   -0 32 11.0
 EC1127
 EC1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1127!SPC SC       -   0.99997057  x   0.99995676  =   0.99992733
 EC1127!UTM  17      -   0.99997057  x   0.99969174  =   0.99966231
 EC1127
 EC1127                          SUPERSEDED SURVEY CONTROL
 EC1127
 EC1127  NAD 83(1986)-  34 42 16.22816(N)    081 56 31.37233(W) AD(       ) 2
 EC1127  NAVD 88 (10/01/92)  218.46   (m)          716.7    (f) LEVELING    3  
 EC1127  NAVD 88 (07/30/91)  218.90   (m)          718.2    (f) LEVELING    3  
 EC1127  NGVD 29 (09/16/91)  218.595  (m)          717.17   (f) ADJUSTED    1 2
 EC1127
 EC1127.Superseded values are not recommended for survey control.
 EC1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1127.See file dsdata.txt to determine how the superseded data were derived.
 EC1127
 EC1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1372740678(NAD 83)
 EC1127_MARKER: DD = SURVEY DISK
 EC1127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EC1127_SP_SET: DECK OF BRIDGE
 EC1127_STAMPING: 42 227 1987
 EC1127_MARK LOGO: SCGS  
 EC1127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1127+STABILITY: SURFACE MOTION
 EC1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1127+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1988
 EC1127
 EC1127  HISTORY     - Date     Condition        Report By
 EC1127  HISTORY     - 1987     MONUMENTED       SCGS
 EC1127  HISTORY     - 19881113 GOOD             SCGS
 EC1127
 EC1127                          STATION DESCRIPTION
 EC1127
 EC1127'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1127'3.7 MI NNE FROM ENOREE.
 EC1127'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 146
 EC1127'(3.4 MI NORTH NORTHEAST OF ENOREE), GO WEST NORTHWEST ON HIGHWAY
 EC1127'146 FOR 0.05 MI TO A FRONTAGE ROAD ON THE RIGHT, TURN RIGHT FOR 0.4
 EC1127'MI TO THE JUNCTION OF STATE ROADS 87 AND 86 AND THE MARK NEAR THE
 EC1127'SOUTHWEST CORNER OF AN OVERPASS BRIDGE ON THE RIGHT, 11.5 FT SOUTH
 EC1127'SOUTHEAST OF THE CENTER OF THE ROAD, 20.0 FT EAST NORTHEAST OF THE
 EC1127'SOUTHWEST CORNER OF THE BRIDGE, 43.8 FT SOUTH SOUTHEAST OF THE
 EC1127'NORTHWEST CORNER OF THE BRIDGE.
 EC1127'THE MARK IS ABOVE LEVEL WITH THE DECK.
 EC1127
 EC1127                          STATION RECOVERY (1988)
 EC1127
 EC1127'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1131 ***********************************************************************
 EC1131  DESIGNATION -  42 228
 EC1131  PID         -  EC1131
 EC1131  STATE/COUNTY-  SC/SPARTANBURG
 EC1131  USGS QUAD   -  ENOREE (1969)
 EC1131
 EC1131                         *CURRENT SURVEY CONTROL
 EC1131  ___________________________________________________________________
 EC1131* NAD 83(2001)-  34 43 36.50174(N)    081 56 56.74400(W)     ADJUSTED  
 EC1131* NAVD 88     -       199.500  (meters)     654.53   (feet)  ADJUSTED  
 EC1131  ___________________________________________________________________
 EC1131  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 EC1131  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 EC1131  DYNAMIC HT  -         199.302 (meters)     653.88  (feet)  COMP
 EC1131  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 EC1131
 EC1131  HORZ ORDER  -  SECOND
 EC1131  VERT ORDER  -  FIRST     CLASS II
 EC1131
 EC1131.The horizontal coordinates were established by classical geodetic methods
 EC1131.and adjusted by the National Geodetic Survey in March 2004..
 EC1131
 EC1131.The orthometric height was determined by differential leveling
 EC1131.and adjusted by the National Geodetic Survey in June 1991..
 EC1131
 EC1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1131
 EC1131.The geoid height was determined by GEOID03.
 EC1131
 EC1131.The dynamic height is computed by dividing the NAVD 88
 EC1131.geopotential number by the normal gravity value computed on the
 EC1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1131.degrees latitude (g = 980.6199 gals.).
 EC1131
 EC1131.The modeled gravity was interpolated from observed gravity values.
 EC1131
 EC1131;                    North         East     Units Scale Factor Converg.
 EC1131;SPC SC       -   321,287.812   522,676.188   MT  0.99996388   -0 31 34.2
 EC1131;SPC SC       - 1,054,093.87  1,714,816.89   iFT  0.99996388   -0 31 34.2
 EC1131;UTM  17      - 3,843,157.584   413,105.191   MT  0.99969306   -0 32 26.5
 EC1131
 EC1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1131!SPC SC       -   0.99997355  x   0.99996388  =   0.99993743
 EC1131!UTM  17      -   0.99997355  x   0.99969306  =   0.99966662
 EC1131
 EC1131                          SUPERSEDED SURVEY CONTROL
 EC1131
 EC1131  NAD 83(1986)-  34 43 36.51208(N)    081 56 56.74771(W) AD(       ) 2
 EC1131  NAVD 88 (10/01/92)  199.50   (m)          654.5    (f) LEVELING    3  
 EC1131  NAVD 88 (07/30/91)  199.93   (m)          655.9    (f) LEVELING    3  
 EC1131  NGVD 29 (09/16/91)  199.619  (m)          654.92   (f) ADJUSTED    1 2
 EC1131
 EC1131.Superseded values are not recommended for survey control.
 EC1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1131.See file dsdata.txt to determine how the superseded data were derived.
 EC1131
 EC1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1310543158(NAD 83)
 EC1131_MARKER: DD = SURVEY DISK
 EC1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1131_SP_SET: CONCRETE POST
 EC1131_STAMPING: 42 228 1987
 EC1131_MARK LOGO: SCGS  
 EC1131_PROJECTION: FLUSH
 EC1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1131+STABILITY: SURFACE MOTION
 EC1131
 EC1131  HISTORY     - Date     Condition        Report By
 EC1131  HISTORY     - 1987     MONUMENTED       SCGS
 EC1131  HISTORY     - 19900220 GOOD             SCGS
 EC1131
 EC1131                          STATION DESCRIPTION
 EC1131
 EC1131'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1131'5.2 MI NORTH FROM ENOREE.
 EC1131'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 146
 EC1131'(6.2 MI SOUTHEAST OF ENOREE), GO NORTH ON INTERSTATE FOR 2.05 MI
 EC1131'TO THE MARK ON THE RIGHT, 1.45 MI SOUTH OF THE JUNCTION OVERPASS OF
 EC1131'STATE ROAD 50, 24.3 FT EAST OF THE CENTER OF THE WESTBOUND LANES OF
 EC1131'INTERSTATE, 134.1 FT NORTH OF A MILE MARK SIGN NUMBER 36, 75.3 FT
 EC1131'WEST OF A WIRE FENCE.
 EC1131'THE MARK IS 11.4 FT  W FROM  A WITNESS POST
 EC1131'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
 EC1131
 EC1131                          STATION RECOVERY (1990)
 EC1131
 EC1131'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1132 ***********************************************************************
 EC1132  DESIGNATION -  42 229
 EC1132  PID         -  EC1132
 EC1132  STATE/COUNTY-  SC/SPARTANBURG
 EC1132  USGS QUAD   -  ENOREE (1969)
 EC1132
 EC1132                         *CURRENT SURVEY CONTROL
 EC1132  ___________________________________________________________________
 EC1132* NAD 83(2001)-  34 44 12.63708(N)    081 57 14.07298(W)     ADJUSTED  
 EC1132* NAVD 88     -       194.691  (meters)     638.75   (feet)  ADJUSTED  
 EC1132  ___________________________________________________________________
 EC1132  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 EC1132  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 EC1132  DYNAMIC HT  -         194.498 (meters)     638.12  (feet)  COMP
 EC1132  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 EC1132
 EC1132  HORZ ORDER  -  SECOND
 EC1132  VERT ORDER  -  FIRST     CLASS II
 EC1132
 EC1132.The horizontal coordinates were established by classical geodetic methods
 EC1132.and adjusted by the National Geodetic Survey in March 2004..
 EC1132
 EC1132.The orthometric height was determined by differential leveling
 EC1132.and adjusted by the National Geodetic Survey in June 1991..
 EC1132
 EC1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1132
 EC1132.The geoid height was determined by GEOID03.
 EC1132
 EC1132.The dynamic height is computed by dividing the NAVD 88
 EC1132.geopotential number by the normal gravity value computed on the
 EC1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1132.degrees latitude (g = 980.6199 gals.).
 EC1132
 EC1132.The modeled gravity was interpolated from observed gravity values.
 EC1132
 EC1132;                    North         East     Units Scale Factor Converg.
 EC1132;SPC SC       -   322,405.313   522,245.620   MT  0.99996714   -0 31 43.8
 EC1132;SPC SC       - 1,057,760.21  1,713,404.27   iFT  0.99996714   -0 31 43.8
 EC1132;UTM  17      - 3,844,274.890   412,675.025   MT  0.99969399   -0 32 36.9
 EC1132
 EC1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1132!SPC SC       -   0.99997431  x   0.99996714  =   0.99994145
 EC1132!UTM  17      -   0.99997431  x   0.99969399  =   0.99966831
 EC1132
 EC1132                          SUPERSEDED SURVEY CONTROL
 EC1132
 EC1132  NAD 83(1986)-  34 44 12.64763(N)    081 57 14.07613(W) AD(       ) 2
 EC1132  NAVD 88 (10/01/92)  194.69   (m)          638.7    (f) LEVELING    3  
 EC1132  NAVD 88 (07/30/91)  195.13   (m)          640.2    (f) LEVELING    3  
 EC1132  NGVD 29 (09/16/91)  194.807  (m)          639.13   (f) ADJUSTED    1 2
 EC1132
 EC1132.Superseded values are not recommended for survey control.
 EC1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1132.See file dsdata.txt to determine how the superseded data were derived.
 EC1132
 EC1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1267544275(NAD 83)
 EC1132_MARKER: DD = SURVEY DISK
 EC1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1132_SP_SET: CONCRETE POST
 EC1132_STAMPING: 42 229 1987
 EC1132_MARK LOGO: SCGS  
 EC1132_PROJECTION: FLUSH
 EC1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1132+STABILITY: SURFACE MOTION
 EC1132
 EC1132  HISTORY     - Date     Condition        Report By
 EC1132  HISTORY     - 1987     MONUMENTED       SCGS
 EC1132  HISTORY     - 19900220 GOOD             SCGS
 EC1132
 EC1132                          STATION DESCRIPTION
 EC1132
 EC1132'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1132'4.8 MI EAST FROM WOODRUFF.
 EC1132'FROM THE JUNCTION OVERPASS OF STATE ROAD 50 AND INTERSTATE 26 (6.2
 EC1132'MI SOUTHEAST OF WOODRUFF), GO SOUTH ON INTERSTATE 26 FOR 0.7 MI TO
 EC1132'THE MARK ON THE RIGHT, 2.8 MI NORTH OF THE JUNCTION OVERPASS OF
 EC1132'STATE HIGHWAY 146, 40.8 FT WEST OF THE CENTER OF THE EASTBOUND LANES
 EC1132'OF INTERSTATE, 21.7 FT NORTHEAST OF A REFERENCE WASHER ATTACHED TO A
 EC1132'DOUBLE-TRUNKED PINE TREE, 31.5 FT SOUTHEAST OF A REFERENCE WASHER
 EC1132'ATTACHED TO A PINE TREE.
 EC1132'THE MARK IS 17.1 FT  E FROM  A WITNESS POST
 EC1132'THE MARK IS ABOVE LEVEL WITH THE INTERSTATE.
 EC1132
 EC1132                          STATION RECOVERY (1990)
 EC1132
 EC1132'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1133 ***********************************************************************
 EC1133  DESIGNATION -  42 230
 EC1133  PID         -  EC1133
 EC1133  STATE/COUNTY-  SC/SPARTANBURG
 EC1133  USGS QUAD   -  ENOREE (1969)
 EC1133
 EC1133                         *CURRENT SURVEY CONTROL
 EC1133  ___________________________________________________________________
 EC1133* NAD 83(2001)-  34 44 50.24576(N)    081 57 18.25097(W)     ADJUSTED  
 EC1133* NAVD 88     -       215.136  (meters)     705.83   (feet)  ADJUSTED  
 EC1133  ___________________________________________________________________
 EC1133  X           -     734,260.692 (meters)                     COMP
 EC1133  Y           -  -5,194,973.888 (meters)                     COMP
 EC1133  Z           -   3,614,971.392 (meters)                     COMP
 EC1133  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 EC1133  ELLIP HEIGHT-         184.09  (meters)          (03/27/03) GPS OBS
 EC1133  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EC1133  DYNAMIC HT  -         214.923 (meters)     705.13  (feet)  COMP
 EC1133  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 EC1133
 EC1133  HORZ ORDER  -  SECOND
 EC1133  VERT ORDER  -  FIRST     CLASS II
 EC1133  ELLP ORDER  -  FOURTH    CLASS II
 EC1133
 EC1133.The horizontal coordinates were established by classical geodetic methods
 EC1133.and adjusted by the National Geodetic Survey in March 2003..
 EC1133
 EC1133.The orthometric height was determined by differential leveling
 EC1133.and adjusted by the National Geodetic Survey in June 1991..
 EC1133
 EC1133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC1133
 EC1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1133
 EC1133.The ellipsoidal height was determined by GPS observations
 EC1133.and is referenced to NAD 83.
 EC1133
 EC1133.The geoid height was determined by GEOID03.
 EC1133
 EC1133.The dynamic height is computed by dividing the NAVD 88
 EC1133.geopotential number by the normal gravity value computed on the
 EC1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1133.degrees latitude (g = 980.6199 gals.).
 EC1133
 EC1133.The modeled gravity was interpolated from observed gravity values.
 EC1133
 EC1133;                    North         East     Units Scale Factor Converg.
 EC1133;SPC SC       -   323,565.140   522,150.054   MT  0.99997056   -0 31 46.2
 EC1133;SPC SC       - 1,061,565.42  1,713,090.73   iFT  0.99997056   -0 31 46.2
 EC1133;UTM  17      - 3,845,434.423   412,579.786   MT  0.99969419   -0 32 39.8
 EC1133
 EC1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1133!SPC SC       -   0.99997110  x   0.99997056  =   0.99994166
 EC1133!UTM  17      -   0.99997110  x   0.99969419  =   0.99966530
 EC1133
 EC1133:                Primary Azimuth Mark                     Grid Az
 EC1133:SPC SC       -  HOBBYSVILLE STATE FOREST LOT             174 33 25.0
 EC1133:UTM  17      -  HOBBYSVILLE STATE FOREST LOT             174 34 18.6
 EC1133
 EC1133|---------------------------------------------------------------------|
 EC1133| PID    Reference Object                     Distance      Geod. Az  |
 EC1133|                                                           dddmmss.s |
 EC1133| EC1813 HOBBYSVILLE STATE FOREST LOT        APPROX. 4.4 KM 1740138.8 |
 EC1133|---------------------------------------------------------------------|
 EC1133
 EC1133                          SUPERSEDED SURVEY CONTROL
 EC1133
 EC1133  NAD 83(1995)-  34 44 50.24569(N)    081 57 18.25035(W) AD(       ) 2
 EC1133  ELLIP H (12/20/99)  184.11   (m)                       GP(       ) 4 1
 EC1133  NAD 83(1986)-  34 44 50.25638(N)    081 57 18.25365(W) AD(       ) 2
 EC1133  NAVD 88 (10/01/92)  215.14   (m)          705.8    (f) LEVELING    3  
 EC1133  NAVD 88 (03/23/92)  215.14   (m)          705.8    (f) LEVELING    3  
 EC1133  NAVD 88 (07/30/91)  215.57   (m)          707.2    (f) LEVELING    3  
 EC1133  NGVD 29 (09/16/91)  215.249  (m)          706.20   (f) ADJUSTED    1 2
 EC1133
 EC1133.Superseded values are not recommended for survey control.
 EC1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1133.See file dsdata.txt to determine how the superseded data were derived.
 EC1133
 EC1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1258045434(NAD 83)
 EC1133_MARKER: DD = SURVEY DISK
 EC1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1133_SP_SET: CONCRETE POST
 EC1133_STAMPING: 42 230 1987
 EC1133_MARK LOGO: SCGS  
 EC1133_PROJECTION: FLUSH
 EC1133_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1133+STABILITY: SURFACE MOTION
 EC1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1133+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1989
 EC1133
 EC1133  HISTORY     - Date     Condition        Report By
 EC1133  HISTORY     - 1987     MONUMENTED       SCGS
 EC1133  HISTORY     - 19890407 GOOD             SCGS
 EC1133  HISTORY     - 19890407 GOOD             SCGS
 EC1133
 EC1133                          STATION DESCRIPTION
 EC1133
 EC1133'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1133'4.7 MI EAST FROM WOODRUFF.
 EC1133'AT THE JUNCTION OF STATE ROAD 50 AND INTERSTATE 26 (4.7 MI EAST OF
 EC1133'WOODRUFF), NEAR THE NORTHWEST CORNER OF THE OVERPASS BRIDGE AND BEHIND
 EC1133'THE GUARD RAIL, 18.9 FT NORTH OF THE CENTER OF THE ROAD, 4.7 FT
 EC1133'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE, 10.1 FT EAST OF A
 EC1133'REFERENCE WASHER IN THE FOURTH GUARD RAIL POST FROM THE BRIDGE, 3.0
 EC1133'FT NORTH NORTHWEST OF A REFERENCE WASHER IN THE 1ST GUARD RAIL POST
 EC1133'FROM THE BRIDGE.
 EC1133'THE MARK IS 3.7 FT  NE FROM  A WITNESS POST
 EC1133'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EC1133
 EC1133                          STATION RECOVERY (1989)
 EC1133
 EC1133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1133'RECOVERED IN GOOD CONDITION.
 EC1133
 EC1133                          STATION RECOVERY (1989)
 EC1133
 EC1133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1134 ***********************************************************************
 EC1134  DESIGNATION -  42 231
 EC1134  PID         -  EC1134
 EC1134  STATE/COUNTY-  SC/SPARTANBURG
 EC1134  USGS QUAD   -  MOORE (1983)
 EC1134
 EC1134                         *CURRENT SURVEY CONTROL
 EC1134  ___________________________________________________________________
 EC1134* NAD 83(2001)-  34 45 27.75020(N)    081 57 14.99469(W)     ADJUSTED  
 EC1134* NAVD 88     -       193.821  (meters)     635.89   (feet)  ADJUSTED  
 EC1134  ___________________________________________________________________
 EC1134  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 EC1134  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 EC1134  DYNAMIC HT  -         193.629 (meters)     635.26  (feet)  COMP
 EC1134  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 EC1134
 EC1134  HORZ ORDER  -  SECOND
 EC1134  VERT ORDER  -  FIRST     CLASS II
 EC1134
 EC1134.The horizontal coordinates were established by classical geodetic methods
 EC1134.and adjusted by the National Geodetic Survey in March 2004..
 EC1134
 EC1134.The orthometric height was determined by differential leveling
 EC1134.and adjusted by the National Geodetic Survey in June 1991..
 EC1134
 EC1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1134
 EC1134.The geoid height was determined by GEOID03.
 EC1134
 EC1134.The dynamic height is computed by dividing the NAVD 88
 EC1134.geopotential number by the normal gravity value computed on the
 EC1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1134.degrees latitude (g = 980.6199 gals.).
 EC1134
 EC1134.The modeled gravity was interpolated from observed gravity values.
 EC1134
 EC1134;                    North         East     Units Scale Factor Converg.
 EC1134;SPC SC       -   324,720.014   522,243.543   MT  0.99997400   -0 31 44.4
 EC1134;SPC SC       - 1,065,354.38  1,713,397.45   iFT  0.99997400   -0 31 44.4
 EC1134;UTM  17      - 3,846,588.952   412,673.550   MT  0.99969399   -0 32 38.4
 EC1134
 EC1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1134!SPC SC       -   0.99997445  x   0.99997400  =   0.99994845
 EC1134!UTM  17      -   0.99997445  x   0.99969399  =   0.99966845
 EC1134
 EC1134                          SUPERSEDED SURVEY CONTROL
 EC1134
 EC1134  NAD 83(1986)-  34 45 27.76083(N)    081 57 14.99700(W) AD(       ) 2
 EC1134  NAVD 88 (10/01/92)  193.82   (m)          635.9    (f) LEVELING    3  
 EC1134  NAVD 88 (07/30/91)  194.26   (m)          637.3    (f) LEVELING    3  
 EC1134  NGVD 29 (09/16/91)  193.936  (m)          636.27   (f) ADJUSTED    1 2
 EC1134
 EC1134.Superseded values are not recommended for survey control.
 EC1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1134.See file dsdata.txt to determine how the superseded data were derived.
 EC1134
 EC1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1267446589(NAD 83)
 EC1134_MARKER: DD = SURVEY DISK
 EC1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1134_SP_SET: CONCRETE POST
 EC1134_STAMPING: 42 231 1987
 EC1134_MARK LOGO: SCGS  
 EC1134_PROJECTION: FLUSH
 EC1134_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1134+STABILITY: SURFACE MOTION
 EC1134
 EC1134  HISTORY     - Date     Condition        Report By
 EC1134  HISTORY     - 1987     MONUMENTED       SCGS
 EC1134  HISTORY     - 19880311 GOOD             SCGS
 EC1134
 EC1134                          STATION DESCRIPTION
 EC1134
 EC1134'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1134'5.0 MI ENE FROM WOODRUFF.
 EC1134'FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 50 AND INTERSTATE 26 (5.6
 EC1134'MI SOUTH SOUTHEAST OF MOORE), GO NORTH ON HIGHWAY 26 FOR 0.7 MI TO
 EC1134'THE MARK ON THE RIGHT IN THE SHOULDER, 25.3 FT EAST OF THE CENTER OF
 EC1134'THE WESTBOUND LANES OF THE HIGHWAY, 32.2 FT WEST SOUTHWEST OF A
 EC1134'10-INCH OAK TREE WITH A REFERENCE WASHER ATTACHED, 56.0 FT
 EC1134'NORTHWEST OF 8-INCH PINE TREE WITH A REFERENCE WASHER ATTACHED.
 EC1134'THE MARK IS 2.6 FT  WSW FROM  A WITNESS POST
 EC1134'THE MARK IS 0.4 FT BELOW THE HIGHWAY.
 EC1134
 EC1134                          STATION RECOVERY (1988)
 EC1134
 EC1134'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1137 ***********************************************************************
 EC1137  DESIGNATION -  42 232
 EC1137  PID         -  EC1137
 EC1137  STATE/COUNTY-  SC/SPARTANBURG
 EC1137  USGS QUAD   -  MOORE (1983)
 EC1137
 EC1137                         *CURRENT SURVEY CONTROL
 EC1137  ___________________________________________________________________
 EC1137* NAD 83(2001)-  34 47 12.81326(N)    081 57 18.57639(W)     ADJUSTED  
 EC1137* NAVD 88     -       191.604  (meters)     628.62   (feet)  ADJUSTED  
 EC1137  ___________________________________________________________________
 EC1137  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 EC1137  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 EC1137  DYNAMIC HT  -         191.414 (meters)     628.00  (feet)  COMP
 EC1137  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 EC1137
 EC1137  HORZ ORDER  -  SECOND
 EC1137  VERT ORDER  -  FIRST     CLASS II
 EC1137
 EC1137.The horizontal coordinates were established by classical geodetic methods
 EC1137.and adjusted by the National Geodetic Survey in March 2004..
 EC1137
 EC1137.The orthometric height was determined by differential leveling
 EC1137.and adjusted by the National Geodetic Survey in June 1991..
 EC1137
 EC1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1137
 EC1137.The geoid height was determined by GEOID03.
 EC1137
 EC1137.The dynamic height is computed by dividing the NAVD 88
 EC1137.geopotential number by the normal gravity value computed on the
 EC1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1137.degrees latitude (g = 980.6199 gals.).
 EC1137
 EC1137.The modeled gravity was interpolated from observed gravity values.
 EC1137
 EC1137;                    North         East     Units Scale Factor Converg.
 EC1137;SPC SC       -   327,958.237   522,182.380   MT  0.99998383   -0 31 46.3
 EC1137;SPC SC       - 1,075,978.47  1,713,196.78   iFT  0.99998383   -0 31 46.3
 EC1137;UTM  17      - 3,849,826.269   412,613.265   MT  0.99969412   -0 32 41.9
 EC1137
 EC1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1137!SPC SC       -   0.99997481  x   0.99998383  =   0.99995864
 EC1137!UTM  17      -   0.99997481  x   0.99969412  =   0.99966894
 EC1137
 EC1137                          SUPERSEDED SURVEY CONTROL
 EC1137
 EC1137  NAD 83(1986)-  34 47 12.82431(N)    081 57 18.57828(W) AD(       ) 2
 EC1137  NAVD 88 (10/01/92)  191.60   (m)          628.6    (f) LEVELING    3  
 EC1137  NAVD 88 (07/30/91)  192.04   (m)          630.1    (f) LEVELING    3  
 EC1137  NGVD 29 (09/16/91)  191.717  (m)          628.99   (f) ADJUSTED    1 2
 EC1137
 EC1137.Superseded values are not recommended for survey control.
 EC1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1137.See file dsdata.txt to determine how the superseded data were derived.
 EC1137
 EC1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1261349826(NAD 83)
 EC1137_MARKER: DD = SURVEY DISK
 EC1137_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EC1137_SP_SET: DECK OF OVERPASS
 EC1137_STAMPING: 42 232 1987
 EC1137_MARK LOGO: SCGS  
 EC1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1137+STABILITY: SURFACE MOTION
 EC1137
 EC1137  HISTORY     - Date     Condition        Report By
 EC1137  HISTORY     - 1987     MONUMENTED       SCGS
 EC1137  HISTORY     - 19880316 GOOD             SCGS
 EC1137
 EC1137                          STATION DESCRIPTION
 EC1137
 EC1137'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1137'3.8 MI SE FROM MOORE.
 EC1137'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND U.S. HIGHWAY 221 (1.3
 EC1137'MI EAST OF MOORE), GO SOUTH ON HIGHWAY 26 FOR 3.6 MI TO THE MARK IN
 EC1137'THE DECK AT THE EAST END OF THE OVERPASS OF STATE ROAD 231, 11.5 FT
 EC1137'SOUTH OF THE CENTER OF THE OVERPASS, 39.3 FT WEST OF THE EAST END OF
 EC1137'THE OVERPASS, 3.6 FT NORTH OF THE SOUTH CONCRETE RAIL OF THE
 EC1137'OVERPASS.
 EC1137'THE MARK IS ABOVE LEVEL WITH THE DECK.
 EC1137
 EC1137                          STATION RECOVERY (1988)
 EC1137
 EC1137'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1138 ***********************************************************************
 EC1138  DESIGNATION -  42 233
 EC1138  PID         -  EC1138
 EC1138  STATE/COUNTY-  SC/SPARTANBURG
 EC1138  USGS QUAD   -  MOORE (1983)
 EC1138
 EC1138                         *CURRENT SURVEY CONTROL
 EC1138  ___________________________________________________________________
 EC1138* NAD 83(2001)-  34 47 52.22696(N)    081 57 28.63976(W)     ADJUSTED  
 EC1138* NAVD 88     -       202.220  (meters)     663.45   (feet)  ADJUSTED  
 EC1138  ___________________________________________________________________
 EC1138  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 EC1138  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EC1138  DYNAMIC HT  -         202.019 (meters)     662.79  (feet)  COMP
 EC1138  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 EC1138
 EC1138  HORZ ORDER  -  SECOND
 EC1138  VERT ORDER  -  FIRST     CLASS II
 EC1138
 EC1138.The horizontal coordinates were established by classical geodetic methods
 EC1138.and adjusted by the National Geodetic Survey in March 2004..
 EC1138
 EC1138.The orthometric height was determined by differential leveling
 EC1138.and adjusted by the National Geodetic Survey in June 1991..
 EC1138
 EC1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1138
 EC1138.The geoid height was determined by GEOID03.
 EC1138
 EC1138.The dynamic height is computed by dividing the NAVD 88
 EC1138.geopotential number by the normal gravity value computed on the
 EC1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1138.degrees latitude (g = 980.6199 gals.).
 EC1138
 EC1138.The modeled gravity was interpolated from observed gravity values.
 EC1138
 EC1138;                    North         East     Units Scale Factor Converg.
 EC1138;SPC SC       -   329,175.099   521,937.808   MT  0.99998758   -0 31 51.9
 EC1138;SPC SC       - 1,079,970.80  1,712,394.38   iFT  0.99998758   -0 31 51.9
 EC1138;UTM  17      - 3,851,042.843   412,369.094   MT  0.99969465   -0 32 48.2
 EC1138
 EC1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1138!SPC SC       -   0.99997315  x   0.99998758  =   0.99996073
 EC1138!UTM  17      -   0.99997315  x   0.99969465  =   0.99966781
 EC1138
 EC1138                          SUPERSEDED SURVEY CONTROL
 EC1138
 EC1138  NAD 83(1986)-  34 47 52.23837(N)    081 57 28.64168(W) AD(       ) 2
 EC1138  NAVD 88 (10/01/92)  202.22   (m)          663.5    (f) LEVELING    3  
 EC1138  NAVD 88 (07/30/91)  202.65   (m)          664.9    (f) LEVELING    3  
 EC1138  NGVD 29 (09/16/91)  202.330  (m)          663.81   (f) ADJUSTED    1 2
 EC1138
 EC1138.Superseded values are not recommended for survey control.
 EC1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1138.See file dsdata.txt to determine how the superseded data were derived.
 EC1138
 EC1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1236951043(NAD 83)
 EC1138_MARKER: DD = SURVEY DISK
 EC1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1138_SP_SET: CONCRETE POST
 EC1138_STAMPING: 42 233 1987
 EC1138_MARK LOGO: SCGS  
 EC1138_PROJECTION: FLUSH
 EC1138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1138+STABILITY: SURFACE MOTION
 EC1138
 EC1138  HISTORY     - Date     Condition        Report By
 EC1138  HISTORY     - 1987     MONUMENTED       SCGS
 EC1138  HISTORY     - 19880317 GOOD             SCGS
 EC1138
 EC1138                          STATION DESCRIPTION
 EC1138
 EC1138'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1138'3.1 MI SE FROM MOORE.
 EC1138'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND U.S. HIGHWAY 221 (1.3
 EC1138'MI EAST OF MOORE), GO SOUTH ON HIGHWAY 26 FOR 2.8 MI TO THE MARK
 EC1138'IN THE SHOULDER ON THE EAST NORTHEAST SIDE OF HIGHWAY 26 WESTBOUND
 EC1138'LANES, 0.8 MI NORTH OF THE OVERPASS OF STATE ROAD 231, 24.8 FT
 EC1138'EAST NORTHEAST OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY,
 EC1138'36.6 FT WEST SOUTHWEST OF THE FACE OF THE INTERSTATE HIGHWAY
 EC1138'BOUNDARY FENCE.
 EC1138'THE MARK IS 8.5 FT  SSE FROM  A WITNESS POST
 EC1138'THE MARK IS 0.5 FT BELOW THE HIGHWAY.
 EC1138
 EC1138                          STATION RECOVERY (1988)
 EC1138
 EC1138'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1141 ***********************************************************************
 EC1141  DESIGNATION -  42 234
 EC1141  PID         -  EC1141
 EC1141  STATE/COUNTY-  SC/SPARTANBURG
 EC1141  USGS QUAD   -  MOORE (1983)
 EC1141
 EC1141                         *CURRENT SURVEY CONTROL
 EC1141  ___________________________________________________________________
 EC1141* NAD 83(2001)-  34 49 40.66120(N)    081 57 58.43104(W)     ADJUSTED  
 EC1141* NAVD 88     -       194.035  (meters)     636.60   (feet)  ADJUSTED  
 EC1141  ___________________________________________________________________
 EC1141  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EC1141  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 EC1141  DYNAMIC HT  -         193.842 (meters)     635.96  (feet)  COMP
 EC1141  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 EC1141
 EC1141  HORZ ORDER  -  SECOND
 EC1141  VERT ORDER  -  FIRST     CLASS II
 EC1141
 EC1141.The horizontal coordinates were established by classical geodetic methods
 EC1141.and adjusted by the National Geodetic Survey in March 2004..
 EC1141
 EC1141.The orthometric height was determined by differential leveling
 EC1141.and adjusted by the National Geodetic Survey in June 1991..
 EC1141
 EC1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1141
 EC1141.The geoid height was determined by GEOID03.
 EC1141
 EC1141.The dynamic height is computed by dividing the NAVD 88
 EC1141.geopotential number by the normal gravity value computed on the
 EC1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1141.degrees latitude (g = 980.6199 gals.).
 EC1141
 EC1141.The modeled gravity was interpolated from observed gravity values.
 EC1141
 EC1141;                    North         East     Units Scale Factor Converg.
 EC1141;SPC SC       -   332,523.475   521,211.795   MT  0.99999810   -0 32 08.4
 EC1141;SPC SC       - 1,090,956.28  1,710,012.45   iFT  0.99999810   -0 32 08.4
 EC1141;UTM  17      - 3,854,390.424   411,644.226   MT  0.99969622   -0 33 06.7
 EC1141
 EC1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1141!SPC SC       -   0.99997445  x   0.99999810  =   0.99997255
 EC1141!UTM  17      -   0.99997445  x   0.99969622  =   0.99967067
 EC1141
 EC1141                          SUPERSEDED SURVEY CONTROL
 EC1141
 EC1141  NAD 83(1986)-  34 49 40.67328(N)    081 57 58.43260(W) AD(       ) 2
 EC1141  NAVD 88 (10/01/92)  194.03   (m)          636.6    (f) LEVELING    3  
 EC1141  NAVD 88 (07/30/91)  194.47   (m)          638.0    (f) LEVELING    3  
 EC1141  NGVD 29 (09/16/91)  194.139  (m)          636.94   (f) ADJUSTED    1 2
 EC1141
 EC1141.Superseded values are not recommended for survey control.
 EC1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1141.See file dsdata.txt to determine how the superseded data were derived.
 EC1141
 EC1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1164454390(NAD 83)
 EC1141_MARKER: DD = SURVEY DISK
 EC1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1141_SP_SET: CONCRETE POST
 EC1141_STAMPING: 42 234 1987
 EC1141_MARK LOGO: SCGS  
 EC1141_PROJECTION: PROJECTING 3 CENTIMETERS
 EC1141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1141+STABILITY: SURFACE MOTION
 EC1141
 EC1141  HISTORY     - Date     Condition        Report By
 EC1141  HISTORY     - 1987     MONUMENTED       SCGS
 EC1141  HISTORY     - 19880318 GOOD             SCGS
 EC1141
 EC1141                          STATION DESCRIPTION
 EC1141
 EC1141'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1141'1.5 MI ESE FROM MOORE.
 EC1141'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND U.S. HIGHWAY 221 (1.3
 EC1141'MI EAST OF MOORE), GO SOUTH SOUTHEAST ON HIGHWAY 26 FOR 0.7 MI TO
 EC1141'THE MARK ON THE EAST SIDE OF THE WESTBOUND LANES, 2.9 MI NORTH OF
 EC1141'THE OVERPASS OF STATE ROAD 231, 48.0 FT EAST OF THE CENTER OF THE
 EC1141'WESTBOUND LANES OF THE HIGHWAY, 29.8 FT WEST NORTHWEST OF AN 8-INCH
 EC1141'OAK TREE WITH A REFERENCE WASHER ATTACHED.
 EC1141'THE MARK IS 3.6 FT  NNW FROM  A WITNESS POST
 EC1141'THE MARK IS 0.2 FT ABOVE THE HIGHWAY.
 EC1141
 EC1141                          STATION RECOVERY (1988)
 EC1141
 EC1141'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1142 ***********************************************************************
 EC1142  DESIGNATION -  42 235
 EC1142  PID         -  EC1142
 EC1142  STATE/COUNTY-  SC/SPARTANBURG
 EC1142  USGS QUAD   -  MOORE (1983)
 EC1142
 EC1142                         *CURRENT SURVEY CONTROL
 EC1142  ___________________________________________________________________
 EC1142* NAD 83(2001)-  34 50 15.60119(N)    081 58 14.51863(W)     ADJUSTED  
 EC1142* NAVD 88     -       190.880  (meters)     626.25   (feet)  ADJUSTED  
 EC1142  ___________________________________________________________________
 EC1142  X           -     732,041.586 (meters)                     COMP
 EC1142  Y           -  -5,189,489.106 (meters)                     COMP
 EC1142  Z           -   3,623,191.320 (meters)                     COMP
 EC1142  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EC1142  ELLIP HEIGHT-         159.64  (meters)          (03/27/03) GPS OBS
 EC1142  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EC1142  DYNAMIC HT  -         190.691 (meters)     625.63  (feet)  COMP
 EC1142  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 EC1142
 EC1142  HORZ ORDER  -  SECOND
 EC1142  VERT ORDER  -  FIRST     CLASS II
 EC1142  ELLP ORDER  -  FOURTH    CLASS II
 EC1142
 EC1142.The horizontal coordinates were established by classical geodetic methods
 EC1142.and adjusted by the National Geodetic Survey in March 2003..
 EC1142
 EC1142.The orthometric height was determined by differential leveling
 EC1142.and adjusted by the National Geodetic Survey in June 1991..
 EC1142
 EC1142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC1142
 EC1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1142
 EC1142.The ellipsoidal height was determined by GPS observations
 EC1142.and is referenced to NAD 83.
 EC1142
 EC1142.The geoid height was determined by GEOID03.
 EC1142
 EC1142.The dynamic height is computed by dividing the NAVD 88
 EC1142.geopotential number by the normal gravity value computed on the
 EC1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1142.degrees latitude (g = 980.6199 gals.).
 EC1142
 EC1142.The modeled gravity was interpolated from observed gravity values.
 EC1142
 EC1142;                    North         East     Units Scale Factor Converg.
 EC1142;SPC SC       -   333,603.968   520,813.128   MT  1.00000154   -0 32 17.4
 EC1142;SPC SC       - 1,094,501.21  1,708,704.49   iFT  1.00000154   -0 32 17.4
 EC1142;UTM  17      - 3,855,470.703   411,245.988   MT  0.99969709   -0 33 16.4
 EC1142
 EC1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1142!SPC SC       -   0.99997494  x   1.00000154  =   0.99997648
 EC1142!UTM  17      -   0.99997494  x   0.99969709  =   0.99967204
 EC1142
 EC1142                          SUPERSEDED SURVEY CONTROL
 EC1142
 EC1142  NAD 83(1995)-  34 50 15.60111(N)    081 58 14.51793(W) AD(       ) 2
 EC1142  ELLIP H (12/20/99)  159.66   (m)                       GP(       ) 4 1
 EC1142  NAD 83(1986)-  34 50 15.61353(N)    081 58 14.51987(W) AD(       ) 2
 EC1142  NAVD 88 (03/23/92)  190.88   (m)          626.2    (f) LEVELING    3  
 EC1142  NAVD 88 (07/30/91)  191.32   (m)          627.7    (f) LEVELING    3  
 EC1142  NGVD 29 (09/16/91)  190.982  (m)          626.58   (f) ADJUSTED    1 2
 EC1142
 EC1142.Superseded values are not recommended for survey control.
 EC1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1142.See file dsdata.txt to determine how the superseded data were derived.
 EC1142
 EC1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1124655471(NAD 83)
 EC1142_MARKER: DD = SURVEY DISK
 EC1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1142_SP_SET: CONCRETE POST
 EC1142_STAMPING: 42 235 1987
 EC1142_MARK LOGO: SCGS  
 EC1142_PROJECTION: FLUSH
 EC1142_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1142+STABILITY: SURFACE MOTION
 EC1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1142+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1989
 EC1142
 EC1142  HISTORY     - Date     Condition        Report By
 EC1142  HISTORY     - 1987     MONUMENTED       SCGS
 EC1142  HISTORY     - 19890407 GOOD             SCGS
 EC1142  HISTORY     - 19890407 GOOD             SCGS
 EC1142
 EC1142                          STATION DESCRIPTION
 EC1142
 EC1142'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1142'1.3 MI EAST FROM MOORE.
 EC1142'AT THE OVERPASS JUNCTION OF INTERSTATE 26 AND U.S. HIGHWAY 221 (1.3
 EC1142'MI EAST OF MOORE), IN THE SHOULDER OF HIGHWAY 26 NEAR THE SOUTH END
 EC1142'OF THE OVERPASS OF THE EASTBOUND LANES AND BEHIND A GUARD RAIL, 18.5
 EC1142'FT WEST SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE
 EC1142'HIGHWAY, 4.7 FT SOUTH OF THE SOUTH END OF THE CONCRETE RAIL OF THE
 EC1142'OVERPASS.
 EC1142'THE MARK IS 2.4 FT  SE FROM  A WITNESS POST
 EC1142'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
 EC1142
 EC1142                          STATION RECOVERY (1989)
 EC1142
 EC1142'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1142'RECOVERED IN GOOD CONDITION.
 EC1142
 EC1142                          STATION RECOVERY (1989)
 EC1142
 EC1142'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1103 ***********************************************************************
 EC1103  DESIGNATION -  42 236
 EC1103  PID         -  EC1103
 EC1103  STATE/COUNTY-  SC/SPARTANBURG
 EC1103  USGS QUAD   -  ENOREE (1969)
 EC1103
 EC1103                         *CURRENT SURVEY CONTROL
 EC1103  ___________________________________________________________________
 EC1103* NAD 83(2001)-  34 41 48.91346(N)    081 55 58.45561(W)     ADJUSTED  
 EC1103* NAVD 88     -       220.914  (meters)     724.78   (feet)  ADJUSTED  
 EC1103  ___________________________________________________________________
 EC1103  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 EC1103  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 EC1103  DYNAMIC HT  -         220.695 (meters)     724.06  (feet)  COMP
 EC1103  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 EC1103
 EC1103  HORZ ORDER  -  SECOND
 EC1103  VERT ORDER  -  FIRST     CLASS II
 EC1103
 EC1103.The horizontal coordinates were established by classical geodetic methods
 EC1103.and adjusted by the National Geodetic Survey in March 2004..
 EC1103
 EC1103.The orthometric height was determined by differential leveling
 EC1103.and adjusted by the National Geodetic Survey in June 1991..
 EC1103
 EC1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1103
 EC1103.The geoid height was determined by GEOID03.
 EC1103
 EC1103.The dynamic height is computed by dividing the NAVD 88
 EC1103.geopotential number by the normal gravity value computed on the
 EC1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1103.degrees latitude (g = 980.6199 gals.).
 EC1103
 EC1103.The modeled gravity was interpolated from observed gravity values.
 EC1103
 EC1103;                    North         East     Units Scale Factor Converg.
 EC1103;SPC SC       -   317,959.209   524,129.110   MT  0.99995438   -0 31 01.9
 EC1103;SPC SC       - 1,043,173.26  1,719,583.69   iFT  0.99995438   -0 31 01.9
 EC1103;UTM  17      - 3,839,829.512   414,556.899   MT  0.99968998   -0 31 51.9
 EC1103
 EC1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1103!SPC SC       -   0.99997018  x   0.99995438  =   0.99992456
 EC1103!UTM  17      -   0.99997018  x   0.99968998  =   0.99966017
 EC1103
 EC1103                          SUPERSEDED SURVEY CONTROL
 EC1103
 EC1103  NAD 83(1986)-  34 41 48.92334(N)    081 55 58.45962(W) AD(       ) 2
 EC1103  NAVD 88 (10/01/92)  220.91   (m)          724.8    (f) LEVELING    3  
 EC1103  NAVD 88 (07/30/91)  221.35   (m)          726.2    (f) LEVELING    3  
 EC1103  NGVD 29 (09/16/91)  221.047  (m)          725.22   (f) ADJUSTED    1 2
 EC1103
 EC1103.Superseded values are not recommended for survey control.
 EC1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1103.See file dsdata.txt to determine how the superseded data were derived.
 EC1103
 EC1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1455739830(NAD 83)
 EC1103_MARKER: DD = SURVEY DISK
 EC1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1103_SP_SET: CONCRETE POST
 EC1103_STAMPING: 42 236 1987
 EC1103_MARK LOGO: SCGS  
 EC1103_PROJECTION: FLUSH
 EC1103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1103+STABILITY: SURFACE MOTION
 EC1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1103+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1987
 EC1103
 EC1103  HISTORY     - Date     Condition        Report By
 EC1103  HISTORY     - 1987     MONUMENTED       SCGS
 EC1103  HISTORY     - 19871102 GOOD             SCGS
 EC1103
 EC1103                          STATION DESCRIPTION
 EC1103
 EC1103'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1103'3.5 MI NNE FROM ENOREE.
 EC1103'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND STATE HIGHWAY 146
 EC1103'(3.4 MI NORTH NORTHEAST OF ENOREE), GO EAST ON HIGHWAY 146 FOR 0.45
 EC1103'MI TO THE MARK ON THE LEFT, ACROSS THE HIGHWAY FROM A CONCRETE BLOCK
 EC1103'SHED, 28.1 FT NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 9.3 FT
 EC1103'SOUTH SOUTHEAST OF A POWER POLE WITH A REFERENCE WASHER ATTACHED,
 EC1103'117.1 FT NORTHEAST OF THE NORTHWEST CORNER OF THE SHED.
 EC1103'THE MARK IS 3.0 FT  SSW FROM  A WITNESS POST
 EC1103'THE MARK IS 1.3 FT BELOW THE HIGHWAY.
 EC1103
 EC1103                          STATION RECOVERY (1987)
 EC1103
 EC1103'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2484 ***********************************************************************
 EC2484  DESIGNATION -  42 237
 EC2484  PID         -  EC2484
 EC2484  STATE/COUNTY-  SC/SPARTANBURG
 EC2484  USGS QUAD   -  MOORE (1983)
 EC2484
 EC2484                         *CURRENT SURVEY CONTROL
 EC2484  ___________________________________________________________________
 EC2484* NAD 83(2001)-  34 50 23.45853(N)    081 53 32.93850(W)     ADJUSTED  
 EC2484* NAVD 88     -       247.5    (meters)     812.     (feet)  VERT ANG  
 EC2484  ___________________________________________________________________
 EC2484  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 EC2484  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EC2484
 EC2484  HORZ ORDER  -  SECOND
 EC2484
 EC2484.The horizontal coordinates were established by classical geodetic methods
 EC2484.and adjusted by the National Geodetic Survey in March 2004..
 EC2484
 EC2484.The orthometric height was determined by vertical angle observations.
 EC2484
 EC2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2484
 EC2484.The geoid height was determined by GEOID03.
 EC2484
 EC2484;                    North         East     Units Scale Factor Converg.
 EC2484;SPC SC       -   333,781.602   527,969.272   MT  1.00000232   -0 29 41.3
 EC2484;SPC SC       - 1,095,084.00  1,732,182.65   iFT  1.00000232   -0 29 41.3
 EC2484;UTM  17      - 3,855,646.315   418,399.944   MT  0.99968207   -0 30 35.6
 EC2484
 EC2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2484!SPC SC       -   0.99996605  x   1.00000232  =   0.99996837
 EC2484!UTM  17      -   0.99996605  x   0.99968207  =   0.99964813
 EC2484
 EC2484                          SUPERSEDED SURVEY CONTROL
 EC2484
 EC2484  NAD 83(1986)-  34 50 23.47024(N)    081 53 32.94146(W) AD(       ) 2
 EC2484
 EC2484.Superseded values are not recommended for survey control.
 EC2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2484.See file dsdata.txt to determine how the superseded data were derived.
 EC2484
 EC2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1840055646(NAD 83)
 EC2484_MARKER: DD = SURVEY DISK
 EC2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2484_SP_SET: CONCRETE POST
 EC2484_STAMPING: 42 237 1988
 EC2484_MARK LOGO: SCGS  
 EC2484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2484+STABILITY: SURFACE MOTION
 EC2484
 EC2484  HISTORY     - Date     Condition        Report By
 EC2484  HISTORY     - 1988     MONUMENTED       SCGS
 EC2484
 EC2484                          STATION DESCRIPTION
 EC2484
 EC2484'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2484'THE STATION IS LOCATED 1.55 MILES WEST-NORTHWEST OF PAULINE.
 EC2484'OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION,
 EC2484'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE
 EC2484'803-737-1350.
 EC2484'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215
 EC2484'(1.05 MILES NORTH-NORTHWEST OF PAULINE), GO WEST-NORTHWEST ON HIGHWAY
 EC2484'215 FOR 0.9 MILE TO THE MARK ON THE LEFT NEAR A POWER POLE.
 EC2484'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET
 EC2484'BELOW THE HIGHWAY, 121.6 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 EC2484'OF A TWO-STORIED WOODEN HOUSE, 17.2 FEET SOUTH OF THE CENTER OF THE
 EC2484'HIGHWAY, 44.1 FEET SOUTH-SOUTHEAST OF TELEPHONE JUNCTION BOX 227, 3.3
 EC2484'FEET NORTH-NORTHWEST OF A REFERENCE WASHER IN THE POWER POLE, 3.0
 EC2484'FEET NORTH OF A WITNESS POST.
 EC2484'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2485 ***********************************************************************
 EC2485  DESIGNATION -  42 238
 EC2485  PID         -  EC2485
 EC2485  STATE/COUNTY-  SC/SPARTANBURG
 EC2485  USGS QUAD   -  MOORE (1983)
 EC2485
 EC2485                         *CURRENT SURVEY CONTROL
 EC2485  ___________________________________________________________________
 EC2485* NAD 83(2001)-  34 50 20.44352(N)    081 53 54.11643(W)     ADJUSTED  
 EC2485* NAVD 88     -       244.7    (meters)     803.     (feet)  VERT ANG  
 EC2485  ___________________________________________________________________
 EC2485  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EC2485  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EC2485
 EC2485  HORZ ORDER  -  SECOND
 EC2485
 EC2485.The horizontal coordinates were established by classical geodetic methods
 EC2485.and adjusted by the National Geodetic Survey in March 2004..
 EC2485
 EC2485.The orthometric height was determined by vertical angle observations.
 EC2485
 EC2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2485
 EC2485.The geoid height was determined by GEOID03.
 EC2485
 EC2485;                    North         East     Units Scale Factor Converg.
 EC2485;SPC SC       -   333,693.356   527,430.413   MT  1.00000202   -0 29 53.0
 EC2485;SPC SC       - 1,094,794.48  1,730,414.74   iFT  1.00000202   -0 29 53.0
 EC2485;UTM  17      - 3,855,558.240   417,861.233   MT  0.99968315   -0 30 47.7
 EC2485
 EC2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2485!SPC SC       -   0.99996650  x   1.00000202  =   0.99996852
 EC2485!UTM  17      -   0.99996650  x   0.99968315  =   0.99964966
 EC2485
 EC2485                          SUPERSEDED SURVEY CONTROL
 EC2485
 EC2485  NAD 83(1986)-  34 50 20.45516(N)    081 53 54.11923(W) AD(       ) 2
 EC2485
 EC2485.Superseded values are not recommended for survey control.
 EC2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2485.See file dsdata.txt to determine how the superseded data were derived.
 EC2485
 EC2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1786155558(NAD 83)
 EC2485_MARKER: DD = SURVEY DISK
 EC2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2485_SP_SET: CONCRETE POST
 EC2485_STAMPING: 42 238 1988
 EC2485_MARK LOGO: SCGS  
 EC2485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2485+STABILITY: SURFACE MOTION
 EC2485
 EC2485  HISTORY     - Date     Condition        Report By
 EC2485  HISTORY     - 1988     MONUMENTED       SCGS
 EC2485
 EC2485                          STATION DESCRIPTION
 EC2485
 EC2485'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2485'THE STATION IS LOCATED 1.85 MILES WEST-NORTHWEST OF PAULINE.
 EC2485'OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION,
 EC2485'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE
 EC2485'803-737-1350.
 EC2485'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215
 EC2485'(1.05 MILES NORTH-NORTHWEST OF PAULINE), GO WEST-NORTHWEST ON HIGHWAY
 EC2485'215 FOR 1.25 MILES TO THE JUNCTION OF STATE ROAD 228 AND THE MARK IN
 EC2485'THE SOUTHEAST ANGLE.
 EC2485'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2485'THE HIGHWAY, 127.0 FEET EAST-SOUTHEAST OF A REFERENCE WASHER IN A
 EC2485'POWER POLE, 35.5 FEET SOUTHEAST OF THE EXTENDED CENTER OF ROAD 228 AT
 EC2485'THE CENTER OF THE HIGHWAY, 29.7 FEET SOUTH OF THE CENTER OF THE
 EC2485'HIGHWAY, 20.8 FEET EAST OF THE CENTER OF THE ROAD, 1.9 FEET
 EC2485'NORTH-NORTHWEST OF A WITNESS POST.
 EC2485'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2486 ***********************************************************************
 EC2486  DESIGNATION -  42 239
 EC2486  PID         -  EC2486
 EC2486  STATE/COUNTY-  SC/SPARTANBURG
 EC2486  USGS QUAD   -  MOORE (1983)
 EC2486
 EC2486                         *CURRENT SURVEY CONTROL
 EC2486  ___________________________________________________________________
 EC2486* NAD 83(2001)-  34 50 40.03371(N)    081 54 39.89666(W)     ADJUSTED  
 EC2486* NAVD 88     -       243.1    (meters)     798.     (feet)  VERT ANG  
 EC2486  ___________________________________________________________________
 EC2486  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EC2486  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EC2486
 EC2486  HORZ ORDER  -  SECOND
 EC2486
 EC2486.The horizontal coordinates were established by classical geodetic methods
 EC2486.and adjusted by the National Geodetic Survey in March 2004..
 EC2486
 EC2486.The orthometric height was determined by vertical angle observations.
 EC2486
 EC2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2486
 EC2486.The geoid height was determined by GEOID03.
 EC2486
 EC2486;                    North         East     Units Scale Factor Converg.
 EC2486;SPC SC       -   334,307.209   526,272.621   MT  1.00000397   -0 30 18.4
 EC2486;SPC SC       - 1,096,808.43  1,726,616.21   iFT  1.00000397   -0 30 18.4
 EC2486;UTM  17      - 3,856,172.207   416,703.975   MT  0.99968551   -0 31 14.1
 EC2486
 EC2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2486!SPC SC       -   0.99996675  x   1.00000397  =   0.99997072
 EC2486!UTM  17      -   0.99996675  x   0.99968551  =   0.99965227
 EC2486
 EC2486                          SUPERSEDED SURVEY CONTROL
 EC2486
 EC2486  NAD 83(1986)-  34 50 40.04509(N)    081 54 39.89940(W) AD(       ) 2
 EC2486
 EC2486.Superseded values are not recommended for survey control.
 EC2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2486.See file dsdata.txt to determine how the superseded data were derived.
 EC2486
 EC2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1670456172(NAD 83)
 EC2486_MARKER: DD = SURVEY DISK
 EC2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2486_SP_SET: CONCRETE POST
 EC2486_STAMPING: 42 239 1988
 EC2486_MARK LOGO: SCGS  
 EC2486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2486+STABILITY: SURFACE MOTION
 EC2486
 EC2486  HISTORY     - Date     Condition        Report By
 EC2486  HISTORY     - 1988     MONUMENTED       SCGS
 EC2486
 EC2486                          STATION DESCRIPTION
 EC2486
 EC2486'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2486'THE STATION IS LOCATED 2.65 MILES WEST-NORTHWEST OF PAULINE.
 EC2486'OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION,
 EC2486'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE
 EC2486'803-737-1350.
 EC2486'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215
 EC2486'(1.05 MILES NORTH-NORTHWEST OF PAULINE), GO WEST-NORTHWEST ON HIGHWAY
 EC2486'215 FOR 1.25 MILES TO THE THE JUNCTION OF STATE ROAD 228, CONTINUE ON
 EC2486'HIGHWAY 215 FOR 0.8 MILE TO THE MARK ON THE RIGHT AND DIVERSIFIED
 EC2486'MACHINE PRODUCTS ON THE LEFT (0.85 MILE EAST-SOUTHEAST OF STATE ROAD
 EC2486'50).
 EC2486'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1 FOOT ABOVE
 EC2486'THE HIGHWAY, 87.2 FEET EAST OF THE EXTENDED CENTER OF THE ENTRANCE
 EC2486'DRIVE TO DIVERSIFIED AT THE CENTER OF THE HIGHWAY, 55.9 FEET
 EC2486'NORTHWEST OF A REFERENCE WASHER IN A POWER POLE, 34.1 FEET NORTHEAST
 EC2486'OF THE CENTER OF THE HIGHWAY, 22.8 FEET SOUTH-SOUTHWEST OF A
 EC2486'REFERENCE WASHER IN A 13-INCH PINE TREE, 2.5 FEET WEST OF A WITNESS
 EC2486'POST.
 EC2486'DESCRIBED BY J.R. WERNER   .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2487 ***********************************************************************
 EC2487  DESIGNATION -  42 240
 EC2487  PID         -  EC2487
 EC2487  STATE/COUNTY-  SC/SPARTANBURG
 EC2487  USGS QUAD   -  MOORE (1983)
 EC2487
 EC2487                         *CURRENT SURVEY CONTROL
 EC2487  ___________________________________________________________________
 EC2487* NAD 83(2001)-  34 50 47.71967(N)    081 55 29.23121(W)     ADJUSTED  
 EC2487* NAVD 88     -       246.0    (meters)     807.     (feet)  VERT ANG  
 EC2487  ___________________________________________________________________
 EC2487  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EC2487  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EC2487
 EC2487  HORZ ORDER  -  SECOND
 EC2487
 EC2487.The horizontal coordinates were established by classical geodetic methods
 EC2487.and adjusted by the National Geodetic Survey in March 2004..
 EC2487
 EC2487.The orthometric height was determined by vertical angle observations.
 EC2487
 EC2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2487
 EC2487.The geoid height was determined by GEOID03.
 EC2487
 EC2487;                    North         East     Units Scale Factor Converg.
 EC2487;SPC SC       -   334,555.184   525,021.405   MT  1.00000474   -0 30 45.7
 EC2487;SPC SC       - 1,097,621.99  1,722,511.17   iFT  1.00000474   -0 30 45.7
 EC2487;UTM  17      - 3,856,420.443   415,453.224   MT  0.99968810   -0 31 42.4
 EC2487
 EC2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2487!SPC SC       -   0.99996630  x   1.00000474  =   0.99997104
 EC2487!UTM  17      -   0.99996630  x   0.99968810  =   0.99965441
 EC2487
 EC2487                          SUPERSEDED SURVEY CONTROL
 EC2487
 EC2487  NAD 83(1986)-  34 50 47.73069(N)    081 55 29.23386(W) AD(       ) 2
 EC2487
 EC2487.Superseded values are not recommended for survey control.
 EC2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2487.See file dsdata.txt to determine how the superseded data were derived.
 EC2487
 EC2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1545356420(NAD 83)
 EC2487_MARKER: DD = SURVEY DISK
 EC2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2487_SP_SET: CONCRETE POST
 EC2487_STAMPING: 42 240 1988
 EC2487_MARK LOGO: SCGS  
 EC2487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2487+STABILITY: SURFACE MOTION
 EC2487
 EC2487  HISTORY     - Date     Condition        Report By
 EC2487  HISTORY     - 1988     MONUMENTED       SCGS
 EC2487
 EC2487                          STATION DESCRIPTION
 EC2487
 EC2487'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2487'THE STATION IS LOCATED 3.45 MILES WEST-NORTHWEST OF PAULINE AND 3.3
 EC2487'MILES SOUTHEAST OF ROEBUCK.  OWNERSHIP--SC DEPARTMENT  OF HIGHWAYS
 EC2487'AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2487'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2487'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2487'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2487'GO SOUTHEAST ON HIGHWAY 215 FOR 2.65 MILES TO THE JUNCTION OF STATE
 EC2487'ROAD 50 AND THE MARK IN THE EAST ANGLE.
 EC2487'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2487'THE HIGHWAY, 44.7 FEET NORTHEAST OF THE CENTER OF THE ROAD, 51.5 FEET
 EC2487'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 71.1 FEET EAST-SOUTHEAST OF
 EC2487'THE INTERSECTION OF THE CENTER OF THE ROAD AND THE HIGHWAY, 15.9 FEET
 EC2487'SOUTH-SOUTHWEST OF A CONCRETE WATER VALVE MARKER POST, 11.3 FEET
 EC2487'WEST-SOUTHWEST OF A WITNESS POST.
 EC2487'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2488 ***********************************************************************
 EC2488  DESIGNATION -  42 241
 EC2488  PID         -  EC2488
 EC2488  STATE/COUNTY-  SC/SPARTANBURG
 EC2488  USGS QUAD   -  MOORE (1983)
 EC2488
 EC2488                         *CURRENT SURVEY CONTROL
 EC2488  ___________________________________________________________________
 EC2488* NAD 83(2001)-  34 50 56.94551(N)    081 55 46.65484(W)     ADJUSTED  
 EC2488* NAVD 88     -       245.1    (meters)     804.     (feet)  VERT ANG  
 EC2488  ___________________________________________________________________
 EC2488  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EC2488  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 EC2488
 EC2488  HORZ ORDER  -  SECOND
 EC2488
 EC2488.The horizontal coordinates were established by classical geodetic methods
 EC2488.and adjusted by the National Geodetic Survey in March 2004..
 EC2488
 EC2488.The orthometric height was determined by vertical angle observations.
 EC2488
 EC2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2488
 EC2488.The geoid height was determined by GEOID03.
 EC2488
 EC2488;                    North         East     Units Scale Factor Converg.
 EC2488;SPC SC       -   334,843.449   524,581.330   MT  1.00000566   -0 30 55.4
 EC2488;SPC SC       - 1,098,567.75  1,721,067.36   iFT  1.00000566   -0 30 55.4
 EC2488;UTM  17      - 3,856,708.739   415,013.367   MT  0.99968902   -0 31 52.5
 EC2488
 EC2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2488!SPC SC       -   0.99996644  x   1.00000566  =   0.99997210
 EC2488!UTM  17      -   0.99996644  x   0.99968902  =   0.99965547
 EC2488
 EC2488                          SUPERSEDED SURVEY CONTROL
 EC2488
 EC2488  NAD 83(1986)-  34 50 56.95656(N)    081 55 46.65742(W) AD(       ) 2
 EC2488
 EC2488.Superseded values are not recommended for survey control.
 EC2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2488.See file dsdata.txt to determine how the superseded data were derived.
 EC2488
 EC2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1501356709(NAD 83)
 EC2488_MARKER: DD = SURVEY DISK
 EC2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2488_SP_SET: CONCRETE POST
 EC2488_STAMPING: 42 241 1988
 EC2488_MARK LOGO: SCGS  
 EC2488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2488+STABILITY: SURFACE MOTION
 EC2488
 EC2488  HISTORY     - Date     Condition        Report By
 EC2488  HISTORY     - 1988     MONUMENTED       SCGS
 EC2488
 EC2488                          STATION DESCRIPTION
 EC2488
 EC2488'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2488'THE STATION IS LOCATED 3.8 MILES WEST-NORTHWEST OF PAULINE AND 3.0
 EC2488'MILES SOUTHEAST OF ROEBUCK.  OWNERSHIP--SC DEPARTMENT  OF HIGHWAYS
 EC2488'AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2488'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2488'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2488'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2488'GO SOUTHEAST ON HIGHWAY 215 FOR 1.0 MILE TO THE JUNCTION OF STATE
 EC2488'ROAD 500 (MCABEE ROAD), CONTINUE ON HIGHWAY 215 FOR 1.35 MILES TO THE
 EC2488'MARK ON THE RIGHT NEAR A TELEPHONE POLE (0.3 MILES NORTHWEST OF STATE
 EC2488'ROAD 50).
 EC2488'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2488'THE HIGHWAY, 128.2 FEET SOUTHEAST OF A REFERENCE WASHER IN A POWER
 EC2488'POLE WITH A TRANSFORMER, 88.0 FEET EAST-NORTHEAST OF A DOUBLE-TRUNKED
 EC2488'CEDAR TREE, 26.8 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 13.6
 EC2488'FEET WEST-NORTHWEST OF A REFERENCE WASHER IN THE TELEPHONE POLE, 14.2
 EC2488'FEET WEST-NORTHWEST OF A WITNESS POST.
 EC2488'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2489 ***********************************************************************
 EC2489  DESIGNATION -  42 242
 EC2489  PID         -  EC2489
 EC2489  STATE/COUNTY-  SC/SPARTANBURG
 EC2489  USGS QUAD   -  MOORE (1983)
 EC2489
 EC2489                         *CURRENT SURVEY CONTROL
 EC2489  ___________________________________________________________________
 EC2489* NAD 83(2001)-  34 51 25.22686(N)    081 56 37.70163(W)     ADJUSTED  
 EC2489* NAVD 88     -       235.9    (meters)     774.     (feet)  VERT ANG  
 EC2489  ___________________________________________________________________
 EC2489  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EC2489  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 EC2489
 EC2489  HORZ ORDER  -  SECOND
 EC2489
 EC2489.The horizontal coordinates were established by classical geodetic methods
 EC2489.and adjusted by the National Geodetic Survey in March 2004..
 EC2489
 EC2489.The orthometric height was determined by vertical angle observations.
 EC2489
 EC2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2489
 EC2489.The geoid height was determined by GEOID03.
 EC2489
 EC2489;                    North         East     Units Scale Factor Converg.
 EC2489;SPC SC       -   335,726.693   523,292.528   MT  1.00000850   -0 31 23.7
 EC2489;SPC SC       - 1,101,465.53  1,716,839.00   iFT  1.00000850   -0 31 23.7
 EC2489;UTM  17      - 3,857,592.063   413,725.221   MT  0.99969174   -0 32 22.0
 EC2489
 EC2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2489!SPC SC       -   0.99996788  x   1.00000850  =   0.99997638
 EC2489!UTM  17      -   0.99996788  x   0.99969174  =   0.99965963
 EC2489
 EC2489                          SUPERSEDED SURVEY CONTROL
 EC2489
 EC2489  NAD 83(1986)-  34 51 25.23832(N)    081 56 37.70370(W) AD(       ) 2
 EC2489
 EC2489.Superseded values are not recommended for survey control.
 EC2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2489.See file dsdata.txt to determine how the superseded data were derived.
 EC2489
 EC2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1372557592(NAD 83)
 EC2489_MARKER: DD = SURVEY DISK
 EC2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2489_SP_SET: CONCRETE POST
 EC2489_STAMPING: 42 242 1988
 EC2489_MARK LOGO: SCGS  
 EC2489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2489+STABILITY: SURFACE MOTION
 EC2489
 EC2489  HISTORY     - Date     Condition        Report By
 EC2489  HISTORY     - 1988     MONUMENTED       SCGS
 EC2489
 EC2489                          STATION DESCRIPTION
 EC2489
 EC2489'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2489'THE STATION IS LOCATED 2.0 MILES SOUTHEAST OF ROEBUCK.  OWNERSHIP--SC
 EC2489'DEPARTMENT  OF HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF
 EC2489'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2489'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2489'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2489'GO SOUTHEAST ON HIGHWAY 215 FOR 1.0 MILE TO THE JUNCTION OF STATE
 EC2489'ROAD 500 (MCABEE ROAD), CONTINUE ON HIGHWAY 215 FOR 0.35 MILES TO THE
 EC2489'MARK ON THE RIGHT NEAR A FENCE CORNER IN THE SOUTH ANGLE OF A SAND
 EC2489'DRIVEWAY.
 EC2489'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 EC2489'ABOVE THE HIGHWAY, 104.0 FEET SOUTHEAST OF A REFERENCE WASHER IN A
 EC2489'POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES, 32.6 FEET
 EC2489'WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY, 43.5 FEET SOUTH OF THE
 EC2489'EXTENDED CENTER OF THE DRIVEWAY AT THE CENTER OF THE HIGHWAY, 19.0
 EC2489'FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 2.4 FEET NORTH OF A
 EC2489'REFERENCE WASHER IN A CORNER FENCE POST, AND 1.7 FEET SOUTHEAST OF A
 EC2489'WITNESS POST.
 EC2489'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2490 ***********************************************************************
 EC2490  DESIGNATION -  42 243
 EC2490  PID         -  EC2490
 EC2490  STATE/COUNTY-  SC/SPARTANBURG
 EC2490  USGS QUAD   -  MOORE (1983)
 EC2490
 EC2490                         *CURRENT SURVEY CONTROL
 EC2490  ___________________________________________________________________
 EC2490* NAD 83(2001)-  34 51 38.72297(N)    081 56 50.67491(W)     ADJUSTED  
 EC2490* NAVD 88     -       237.7    (meters)     780.     (feet)  VERT ANG  
 EC2490  ___________________________________________________________________
 EC2490  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 EC2490  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 EC2490
 EC2490  HORZ ORDER  -  SECOND
 EC2490
 EC2490.The horizontal coordinates were established by classical geodetic methods
 EC2490.and adjusted by the National Geodetic Survey in March 2004..
 EC2490
 EC2490.The orthometric height was determined by vertical angle observations.
 EC2490
 EC2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2490
 EC2490.The geoid height was determined by GEOID03.
 EC2490
 EC2490;                    North         East     Units Scale Factor Converg.
 EC2490;SPC SC       -   336,145.592   522,966.806   MT  1.00000986   -0 31 30.9
 EC2490;SPC SC       - 1,102,839.87  1,715,770.36   iFT  1.00000986   -0 31 30.9
 EC2490;UTM  17      - 3,858,010.922   413,399.721   MT  0.99969243   -0 32 29.6
 EC2490
 EC2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2490!SPC SC       -   0.99996761  x   1.00000986  =   0.99997747
 EC2490!UTM  17      -   0.99996761  x   0.99969243  =   0.99966005
 EC2490
 EC2490                          SUPERSEDED SURVEY CONTROL
 EC2490
 EC2490  NAD 83(1986)-  34 51 38.73458(N)    081 56 50.67667(W) AD(       ) 2
 EC2490
 EC2490.Superseded values are not recommended for survey control.
 EC2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2490.See file dsdata.txt to determine how the superseded data were derived.
 EC2490
 EC2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1340058011(NAD 83)
 EC2490_MARKER: DD = SURVEY DISK
 EC2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2490_SP_SET: CONCRETE POST
 EC2490_STAMPING: 42 243 1988
 EC2490_MARK LOGO: SCGS  
 EC2490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2490+STABILITY: SURFACE MOTION
 EC2490
 EC2490  HISTORY     - Date     Condition        Report By
 EC2490  HISTORY     - 1988     MONUMENTED       SCGS
 EC2490
 EC2490                          STATION DESCRIPTION
 EC2490
 EC2490'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2490'THE STATION IS LOCATED 1.7 MILES SOUTHEAST OF ROEBUCK.  OWNERSHIP--SC
 EC2490'DEPARTMENT  OF HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF
 EC2490'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2490'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2490'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2490'GO SOUTHEAST ON HIGHWAY 215 FOR 1.0 MILE TO THE JUNCTION OF STATE
 EC2490'ROAD 5OO (MCABEE ROAD) AND THE MARK ON THE LEFT IN THE SOUTH END OF A
 EC2490'TRAFFIC ISLAND.
 EC2490'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2490'THE HIGHWAY, 110.1 FEET SOUTHEAST OF THE WEST FORK OF ROAD 500, 114.8
 EC2490'FEET NORTHWEST OF A FIRE HYDRANT IN THE EAST ANGLE OF PATRIOT ROAD
 EC2490'6-1008 LEADING TO SMITHS TAVERN COUNTRY ESTATES, 14.0 FEET
 EC2490'WEST-SOUTHWEST OF THE CENTER OF ROAD 500, 22.5 FEET NORTHEAST OF THE
 EC2490'CENTER OF THE HIGHWAY, 83.7 FEET NORTH OF A REFERENCE WASHER IN A
 EC2490'POWER POLE WITH A TRANSFORMER.
 EC2490'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2491 ***********************************************************************
 EC2491  DESIGNATION -  42 244
 EC2491  PID         -  EC2491
 EC2491  STATE/COUNTY-  SC/SPARTANBURG
 EC2491  USGS QUAD   -  MOORE (1983)
 EC2491
 EC2491                         *CURRENT SURVEY CONTROL
 EC2491  ___________________________________________________________________
 EC2491* NAD 83(2001)-  34 51 59.10712(N)    081 57 19.45317(W)     ADJUSTED  
 EC2491* NAVD 88     -       240.2    (meters)     788.     (feet)  VERT ANG  
 EC2491  ___________________________________________________________________
 EC2491  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EC2491  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EC2491
 EC2491  HORZ ORDER  -  SECOND
 EC2491
 EC2491.The horizontal coordinates were established by classical geodetic methods
 EC2491.and adjusted by the National Geodetic Survey in March 2004..
 EC2491
 EC2491.The orthometric height was determined by vertical angle observations.
 EC2491
 EC2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2491
 EC2491.The geoid height was determined by GEOID03.
 EC2491
 EC2491;                    North         East     Units Scale Factor Converg.
 EC2491;SPC SC       -   336,780.462   522,241.649   MT  1.00001193   -0 31 46.8
 EC2491;SPC SC       - 1,104,922.78  1,713,391.24   iFT  1.00001193   -0 31 46.8
 EC2491;UTM  17      - 3,858,645.798   412,674.976   MT  0.99969398   -0 32 46.3
 EC2491
 EC2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2491!SPC SC       -   0.99996721  x   1.00001193  =   0.99997914
 EC2491!UTM  17      -   0.99996721  x   0.99969398  =   0.99966120
 EC2491
 EC2491                          SUPERSEDED SURVEY CONTROL
 EC2491
 EC2491  NAD 83(1986)-  34 51 59.11908(N)    081 57 19.45444(W) AD(       ) 2
 EC2491
 EC2491.Superseded values are not recommended for survey control.
 EC2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2491.See file dsdata.txt to determine how the superseded data were derived.
 EC2491
 EC2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1267558646(NAD 83)
 EC2491_MARKER: DD = SURVEY DISK
 EC2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2491_SP_SET: CONCRETE POST
 EC2491_STAMPING: 42 244 1988
 EC2491_MARK LOGO: SCGS  
 EC2491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2491+STABILITY: SURFACE MOTION
 EC2491
 EC2491  HISTORY     - Date     Condition        Report By
 EC2491  HISTORY     - 1988     MONUMENTED       SCGS
 EC2491
 EC2491                          STATION DESCRIPTION
 EC2491
 EC2491'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2491'THE STATION IS LOCATED 1.1 MILES SOUTHEAST OF ROEBUCK.  OWNERSHIP--SC
 EC2491'DEPARTMENT  OF HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF
 EC2491'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2491'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2491'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2491'GO SOUTHEAST ON HIGHWAY 215 FOR 0.4 MILE TO THE MARK IN THE WEST
 EC2491'ANGLE OF PRIMARY SCHOOL ROAD.
 EC2491'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2491'THE HIGHWAY, 20.6 FEET EAST-SOUTHEAST OF POWER POLE AH1, 13.9 FEET
 EC2491'NORTHWEST OF THE CENTER OF THE ROAD, 29.9 FEET SOUTHWEST OF THE
 EC2491'CENTER OF THE HIGHWAY, 34.7 FEET WEST OF THE EXTENDED CENTER OF THE
 EC2491'ROAD AT THE CENTER OF THE HIGHWAY, 19.5 FEET SOUTHEAST OF A WITNESS
 EC2491'POST.
 EC2491'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2492 ***********************************************************************
 EC2492  DESIGNATION -  42 245
 EC2492  PID         -  EC2492
 EC2492  STATE/COUNTY-  SC/SPARTANBURG
 EC2492  USGS QUAD   -  MOORE (1983)
 EC2492
 EC2492                         *CURRENT SURVEY CONTROL
 EC2492  ___________________________________________________________________
 EC2492* NAD 83(2001)-  34 52 05.85497(N)    081 57 27.99311(W)     ADJUSTED  
 EC2492* NAVD 88     -       238.3    (meters)     782.     (feet)  VERT ANG  
 EC2492  ___________________________________________________________________
 EC2492  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EC2492  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EC2492
 EC2492  HORZ ORDER  -  SECOND
 EC2492
 EC2492.The horizontal coordinates were established by classical geodetic methods
 EC2492.and adjusted by the National Geodetic Survey in March 2004..
 EC2492
 EC2492.The orthometric height was determined by vertical angle observations.
 EC2492
 EC2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2492
 EC2492.The geoid height was determined by GEOID03.
 EC2492
 EC2492;                    North         East     Units Scale Factor Converg.
 EC2492;SPC SC       -   336,990.406   522,026.677   MT  1.00001261   -0 31 51.6
 EC2492;SPC SC       - 1,105,611.57  1,712,685.95   iFT  1.00001261   -0 31 51.6
 EC2492;UTM  17      - 3,858,855.737   412,460.133   MT  0.99969445   -0 32 51.3
 EC2492
 EC2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2492!SPC SC       -   0.99996751  x   1.00001261  =   0.99998012
 EC2492!UTM  17      -   0.99996751  x   0.99969445  =   0.99966197
 EC2492
 EC2492                          SUPERSEDED SURVEY CONTROL
 EC2492
 EC2492  NAD 83(1986)-  34 52 05.86702(N)    081 57 27.99435(W) AD(       ) 2
 EC2492
 EC2492.Superseded values are not recommended for survey control.
 EC2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2492.See file dsdata.txt to determine how the superseded data were derived.
 EC2492
 EC2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1246058856(NAD 83)
 EC2492_MARKER: DD = SURVEY DISK
 EC2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2492_SP_SET: CONCRETE POST
 EC2492_STAMPING: 42 245 1988
 EC2492_MARK LOGO: SCGS  
 EC2492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2492+STABILITY: SURFACE MOTION
 EC2492
 EC2492  HISTORY     - Date     Condition        Report By
 EC2492  HISTORY     - 1988     MONUMENTED       SCGS
 EC2492
 EC2492                          STATION DESCRIPTION
 EC2492
 EC2492'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2492'THE STATION IS LOCATED 0.9 MILE SOUTHEAST OF ROEBUCK.  OWNERSHIP--SC
 EC2492'DEPARTMENT  OF HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF
 EC2492'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2492'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2492'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2492'GO SOUTHEAST ON HIGHWAY 215 FOR 0.25 MILE TO THE JUNCTION OF STATE
 EC2492'ROAD 425 (HAPPY LANE) AND THE MARK ON THE RIGHT IN THE TRAFFIC
 EC2492'ISLAND.
 EC2492'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 EC2492'ABOVE THE HIGHWAY, 47.1 FEET SOUTHWEST OF POWER POLE NO. 130, 38.9
 EC2492'FEET EAST-NORTHEAST OF THE CENTER OF THE ENTRANCE-ONLY ROAD TO ROAD
 EC2492'425, 64.6 FEET NORTHWEST OF THE CENTER OF ROAD 425, 17.5 FEET
 EC2492'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 83.3 FEET SOUTH-SOUTHEAST OF
 EC2492'THE EXTENDED CENTER OF PINERIDGE ROAD, 109.7 FEET WEST-NORTHWEST OF A
 EC2492'FIRE HYDRANT, 23.8 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 EC2492'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1203 ***********************************************************************
 EC1203  DESIGNATION -  42 246
 EC1203  PID         -  EC1203
 EC1203  STATE/COUNTY-  SC/SPARTANBURG
 EC1203  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1203
 EC1203                         *CURRENT SURVEY CONTROL
 EC1203  ___________________________________________________________________
 EC1203* NAD 83(2001)-  34 44 38.11805(N)    081 49 48.16883(W)     ADJUSTED  
 EC1203* NAVD 88     -       160.037  (meters)     525.05   (feet)  ADJUSTED  
 EC1203  ___________________________________________________________________
 EC1203  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EC1203  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EC1203  DYNAMIC HT  -         159.880 (meters)     524.54  (feet)  COMP
 EC1203  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 EC1203
 EC1203  HORZ ORDER  -  SECOND
 EC1203  VERT ORDER  -  FIRST     CLASS II
 EC1203
 EC1203.The horizontal coordinates were established by classical geodetic methods
 EC1203.and adjusted by the National Geodetic Survey in March 2004..
 EC1203
 EC1203.The orthometric height was determined by differential leveling
 EC1203.and adjusted by the National Geodetic Survey in June 1991..
 EC1203
 EC1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1203
 EC1203.The geoid height was determined by GEOID03.
 EC1203
 EC1203.The dynamic height is computed by dividing the NAVD 88
 EC1203.geopotential number by the normal gravity value computed on the
 EC1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1203.degrees latitude (g = 980.6199 gals.).
 EC1203
 EC1203.The modeled gravity was interpolated from observed gravity values.
 EC1203
 EC1203;                    North         East     Units Scale Factor Converg.
 EC1203;SPC SC       -   323,092.574   533,594.370   MT  0.99996945   -0 27 36.6
 EC1203;SPC SC       - 1,060,015.01  1,750,637.70   iFT  0.99996945   -0 27 36.6
 EC1203;UTM  17      - 3,844,959.219   424,020.695   MT  0.99967115   -0 28 23.1
 EC1203
 EC1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1203!SPC SC       -   0.99997975  x   0.99996945  =   0.99994920
 EC1203!UTM  17      -   0.99997975  x   0.99967115  =   0.99965091
 EC1203
 EC1203                          SUPERSEDED SURVEY CONTROL
 EC1203
 EC1203  NAD 83(1986)-  34 44 38.12759(N)    081 49 48.17415(W) AD(       ) 2
 EC1203  NAVD 88 (10/01/92)  160.04   (m)          525.1    (f) LEVELING    3  
 EC1203  NAVD 88 (07/30/91)  160.47   (m)          526.5    (f) LEVELING    3  
 EC1203  NGVD 29 (09/16/91)  160.162  (m)          525.46   (f) ADJUSTED    1 2
 EC1203
 EC1203.Superseded values are not recommended for survey control.
 EC1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1203.See file dsdata.txt to determine how the superseded data were derived.
 EC1203
 EC1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2402144959(NAD 83)
 EC1203_MARKER: DD = SURVEY DISK
 EC1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1203_SP_SET: CONCRETE POST
 EC1203_STAMPING: 42 246 1988
 EC1203_MARK LOGO: SCGS  
 EC1203_PROJECTION: PROJECTING 8 CENTIMETERS
 EC1203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1203+STABILITY: SURFACE MOTION
 EC1203
 EC1203  HISTORY     - Date     Condition        Report By
 EC1203  HISTORY     - 1988     MONUMENTED       SCGS
 EC1203  HISTORY     - 19881115 GOOD             SCGS
 EC1203
 EC1203                          STATION DESCRIPTION
 EC1203
 EC1203'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1203'4.7 MI SOUTH FROM GLENN SPRINGS.
 EC1203'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215 IN PAULINE, GO SOUTH
 EC1203'SOUTHEAST ON HIGHWAY 56 FOR 6.1 MI TO THE JUNCTION OF STATE ROAD
 EC1203'236, TURN LEFT ON ROAD 236 FOR 0.8 MI TO THE MARK ON THE RIGHT IN
 EC1203'THE SHOULDER OF THE ROAD, 17.5 FT SOUTH OF THE CENTER OF THE ROAD,
 EC1203'60.8 FT WEST OF THE WEST END OF A BRIDGE OVER A CREEK, 20.2 FT
 EC1203'NORTHEAST OF A 14-INCH OAK TREE WITH A REFERENCE WASHER ATTACHED.
 EC1203'THE MARK IS 1.7 FT  N FROM  A WITNESS POST
 EC1203'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EC1203
 EC1203                          STATION RECOVERY (1988)
 EC1203
 EC1203'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1204 ***********************************************************************
 EC1204  DESIGNATION -  42 247
 EC1204  PID         -  EC1204
 EC1204  STATE/COUNTY-  SC/SPARTANBURG
 EC1204  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1204
 EC1204                         *CURRENT SURVEY CONTROL
 EC1204  ___________________________________________________________________
 EC1204* NAD 83(2001)-  34 44 41.90851(N)    081 49 34.29377(W)     ADJUSTED  
 EC1204* NAVD 88     -       180.562  (meters)     592.39   (feet)  ADJUSTED  
 EC1204  ___________________________________________________________________
 EC1204  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 EC1204  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EC1204  DYNAMIC HT  -         180.385 (meters)     591.81  (feet)  COMP
 EC1204  MODELED GRAV-     979,647.7   (mgal)                       NAVD 88
 EC1204
 EC1204  HORZ ORDER  -  SECOND
 EC1204  VERT ORDER  -  FIRST     CLASS II
 EC1204
 EC1204.The horizontal coordinates were established by classical geodetic methods
 EC1204.and adjusted by the National Geodetic Survey in March 2004..
 EC1204
 EC1204.The orthometric height was determined by differential leveling
 EC1204.and adjusted by the National Geodetic Survey in June 1991..
 EC1204
 EC1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1204
 EC1204.The geoid height was determined by GEOID03.
 EC1204
 EC1204.The dynamic height is computed by dividing the NAVD 88
 EC1204.geopotential number by the normal gravity value computed on the
 EC1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1204.degrees latitude (g = 980.6199 gals.).
 EC1204
 EC1204.The modeled gravity was interpolated from observed gravity values.
 EC1204
 EC1204;                    North         East     Units Scale Factor Converg.
 EC1204;SPC SC       -   323,206.544   533,948.215   MT  0.99996979   -0 27 28.9
 EC1204;SPC SC       - 1,060,388.92  1,751,798.61   iFT  0.99996979   -0 27 28.9
 EC1204;UTM  17      - 3,845,073.075   424,374.460   MT  0.99967049   -0 28 15.2
 EC1204
 EC1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1204!SPC SC       -   0.99997653  x   0.99996979  =   0.99994632
 EC1204!UTM  17      -   0.99997653  x   0.99967049  =   0.99964703
 EC1204
 EC1204                          SUPERSEDED SURVEY CONTROL
 EC1204
 EC1204  NAD 83(1986)-  34 44 41.91829(N)    081 49 34.29918(W) AD(       ) 2
 EC1204  NAVD 88 (10/01/92)  180.56   (m)          592.4    (f) LEVELING    3  
 EC1204  NAVD 88 (07/30/91)  181.00   (m)          593.8    (f) LEVELING    3  
 EC1204  NGVD 29 (09/16/91)  180.688  (m)          592.81   (f) ADJUSTED    1 2
 EC1204
 EC1204.Superseded values are not recommended for survey control.
 EC1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1204.See file dsdata.txt to determine how the superseded data were derived.
 EC1204
 EC1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2437445073(NAD 83)
 EC1204_MARKER: DD = SURVEY DISK
 EC1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1204_SP_SET: CONCRETE POST
 EC1204_STAMPING: 42 247 1988
 EC1204_MARK LOGO: SCGS  
 EC1204_PROJECTION: PROJECTING 8 CENTIMETERS
 EC1204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1204+STABILITY: SURFACE MOTION
 EC1204
 EC1204  HISTORY     - Date     Condition        Report By
 EC1204  HISTORY     - 1988     MONUMENTED       SCGS
 EC1204  HISTORY     - 19881115 GOOD             SCGS
 EC1204
 EC1204                          STATION DESCRIPTION
 EC1204
 EC1204'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1204'4.7 MI SOUTH FROM GLENN SPRINGS.
 EC1204'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215 IN PAULINE, GO SOUTH
 EC1204'SOUTHEAST ON HIGHWAY 56 FOR 6.1 MI TO THE JUNCTION OF STATE ROAD
 EC1204'236, TURN LEFT ON ROAD 236 FOR 1.05 MI TO THE MARK ON THE RIGHT IN
 EC1204'THE SHOULDER OF THE ROAD, 17.5 FT SOUTH OF THE CENTER OF THE ROAD,
 EC1204'15.0 FT WEST NORTHWEST OF A 6-INCH PINE TREE WITH A REFERENCE
 EC1204'WASHER ATTACHED, 15.0 FT NORTH OF A 5-INCH OAK TREE WITH A REFERENCE
 EC1204'WASHER ATTACHED, 100.0 FT EAST NORTHEAST OF THE CENTER OF A GRASSY
 EC1204'DRIVEWAY.
 EC1204'THE MARK IS 1.0 FT  N FROM  A WITNESS POST
 EC1204'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EC1204
 EC1204                          STATION RECOVERY (1988)
 EC1204
 EC1204'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1205 ***********************************************************************
 EC1205  DESIGNATION -  42 248
 EC1205  PID         -  EC1205
 EC1205  STATE/COUNTY-  SC/SPARTANBURG
 EC1205  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1205
 EC1205                         *CURRENT SURVEY CONTROL
 EC1205  ___________________________________________________________________
 EC1205* NAD 83(2001)-  34 45 26.02903(N)    081 48 48.89218(W)     ADJUSTED  
 EC1205* NAVD 88     -       204.236  (meters)     670.06   (feet)  ADJUSTED  
 EC1205  ___________________________________________________________________
 EC1205  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EC1205  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 EC1205  DYNAMIC HT  -         204.036 (meters)     669.41  (feet)  COMP
 EC1205  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 EC1205
 EC1205  HORZ ORDER  -  SECOND
 EC1205  VERT ORDER  -  FIRST     CLASS II
 EC1205
 EC1205.The horizontal coordinates were established by classical geodetic methods
 EC1205.and adjusted by the National Geodetic Survey in March 2004..
 EC1205
 EC1205.The orthometric height was determined by differential leveling
 EC1205.and adjusted by the National Geodetic Survey in June 1991..
 EC1205
 EC1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1205
 EC1205.The geoid height was determined by GEOID03.
 EC1205
 EC1205.The dynamic height is computed by dividing the NAVD 88
 EC1205.geopotential number by the normal gravity value computed on the
 EC1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1205.degrees latitude (g = 980.6199 gals.).
 EC1205
 EC1205.The modeled gravity was interpolated from observed gravity values.
 EC1205
 EC1205;                    North         East     Units Scale Factor Converg.
 EC1205;SPC SC       -   324,556.901   535,113.693   MT  0.99997384   -0 27 03.8
 EC1205;SPC SC       - 1,064,819.23  1,755,622.35   iFT  0.99997384   -0 27 03.8
 EC1205;UTM  17      - 3,846,422.763   425,539.887   MT  0.99966833   -0 27 49.8
 EC1205
 EC1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1205!SPC SC       -   0.99997282  x   0.99997384  =   0.99994666
 EC1205!UTM  17      -   0.99997282  x   0.99966833  =   0.99964116
 EC1205
 EC1205                          SUPERSEDED SURVEY CONTROL
 EC1205
 EC1205  NAD 83(1986)-  34 45 26.03913(N)    081 48 48.89791(W) AD(       ) 2
 EC1205  NAVD 88 (10/01/92)  204.24   (m)          670.1    (f) LEVELING    3  
 EC1205  NAVD 88 (07/30/91)  204.67   (m)          671.5    (f) LEVELING    3  
 EC1205  NGVD 29 (09/16/91)  204.363  (m)          670.48   (f) ADJUSTED    1 2
 EC1205
 EC1205.Superseded values are not recommended for survey control.
 EC1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1205.See file dsdata.txt to determine how the superseded data were derived.
 EC1205
 EC1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2554046423(NAD 83)
 EC1205_MARKER: DD = SURVEY DISK
 EC1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1205_SP_SET: CONCRETE POST
 EC1205_STAMPING: 42 248 1988
 EC1205_MARK LOGO: SCGS  
 EC1205_PROJECTION: FLUSH
 EC1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1205+STABILITY: SURFACE MOTION
 EC1205
 EC1205  HISTORY     - Date     Condition        Report By
 EC1205  HISTORY     - 1988     MONUMENTED       SCGS
 EC1205  HISTORY     - 19890824 GOOD             SCGS
 EC1205
 EC1205                          STATION DESCRIPTION
 EC1205
 EC1205'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1205'4.0 MI SSE FROM GLENN SPRINGS.
 EC1205'FROM THE JUNCTION OF STATE HIGHWAYS 215 AND 150 IN GLENN SPRINGS, GO
 EC1205'SOUTHEAST ON HIGHWAY 215 FOR 2.7 MI TO THE JUNCTION OF STATE ROAD
 EC1205'92, TURN RIGHT ON ROAD 92 FOR 1.9 MI TO THE MARK ON THE LEFT AT THE
 EC1205'EXTENDED CENTER OF STATE ROAD 236, 10.0 FT EAST OF THE CENTER OF
 EC1205'ROAD 92, 113.5 FT NORTH OF A POWER POLE WITH A GUY WIRE AND A
 EC1205'REFERENCE WASHER ATTACHED, 27.3 FT NORTH NORTHWEST OF A THREE
 EC1205'FOOT TALL CONCRETE MARKER POST (MV), 36.0 FT SOUTH OF THE SOUTH
 EC1205'END OF A PIPE CULVERT, 13.3 FT WEST OF A FENCE POST WITH A
 EC1205'REFERENCE WASHER ATTACHED.
 EC1205'THE MARK IS 6.0 FT  WSW FROM  A WITNESS POST
 EC1205'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EC1205
 EC1205                          STATION RECOVERY (1989)
 EC1205
 EC1205'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1206 ***********************************************************************
 EC1206  DESIGNATION -  42 249
 EC1206  PID         -  EC1206
 EC1206  STATE/COUNTY-  SC/SPARTANBURG
 EC1206  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1206
 EC1206                         *CURRENT SURVEY CONTROL
 EC1206  ___________________________________________________________________
 EC1206* NAD 83(2001)-  34 45 41.46043(N)    081 48 54.92546(W)     ADJUSTED  
 EC1206* NAVD 88     -       199.643  (meters)     655.00   (feet)  ADJUSTED  
 EC1206  ___________________________________________________________________
 EC1206  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EC1206  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 EC1206  DYNAMIC HT  -         199.447 (meters)     654.35  (feet)  COMP
 EC1206  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 EC1206
 EC1206  HORZ ORDER  -  SECOND
 EC1206  VERT ORDER  -  FIRST     CLASS II
 EC1206
 EC1206.The horizontal coordinates were established by classical geodetic methods
 EC1206.and adjusted by the National Geodetic Survey in March 2004..
 EC1206
 EC1206.The orthometric height was determined by differential leveling
 EC1206.and adjusted by the National Geodetic Survey in June 1991..
 EC1206
 EC1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1206
 EC1206.The geoid height was determined by GEOID03.
 EC1206
 EC1206.The dynamic height is computed by dividing the NAVD 88
 EC1206.geopotential number by the normal gravity value computed on the
 EC1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1206.degrees latitude (g = 980.6199 gals.).
 EC1206
 EC1206.The modeled gravity was interpolated from observed gravity values.
 EC1206
 EC1206;                    North         East     Units Scale Factor Converg.
 EC1206;SPC SC       -   325,033.611   534,964.012   MT  0.99997527   -0 27 07.1
 EC1206;SPC SC       - 1,066,383.24  1,755,131.27   iFT  0.99997527   -0 27 07.1
 EC1206;UTM  17      - 3,846,899.361   425,390.359   MT  0.99966861   -0 27 53.5
 EC1206
 EC1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1206!SPC SC       -   0.99997354  x   0.99997527  =   0.99994881
 EC1206!UTM  17      -   0.99997354  x   0.99966861  =   0.99964216
 EC1206
 EC1206                          SUPERSEDED SURVEY CONTROL
 EC1206
 EC1206  NAD 83(1986)-  34 45 41.47054(N)    081 48 54.93118(W) AD(       ) 2
 EC1206  NAVD 88 (10/01/92)  199.64   (m)          655.0    (f) LEVELING    3  
 EC1206  NAVD 88 (07/30/91)  200.08   (m)          656.4    (f) LEVELING    3  
 EC1206  NGVD 29 (09/16/91)  199.769  (m)          655.41   (f) ADJUSTED    1 2
 EC1206
 EC1206.Superseded values are not recommended for survey control.
 EC1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1206.See file dsdata.txt to determine how the superseded data were derived.
 EC1206
 EC1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2539046899(NAD 83)
 EC1206_MARKER: DD = SURVEY DISK
 EC1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1206_SP_SET: CONCRETE POST
 EC1206_STAMPING: 42 249 1988
 EC1206_MARK LOGO: SCGS  
 EC1206_PROJECTION: FLUSH
 EC1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1206+STABILITY: SURFACE MOTION
 EC1206
 EC1206  HISTORY     - Date     Condition        Report By
 EC1206  HISTORY     - 1988     MONUMENTED       SCGS
 EC1206  HISTORY     - 19890824 GOOD             SCGS
 EC1206
 EC1206                          STATION DESCRIPTION
 EC1206
 EC1206'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1206'3.8 MI SSE FROM GLENN SPRINGS.
 EC1206'FROM THE JUNCTION OF STATE HIGHWAYS 215 AND 150 IN GLENN SPRINGS, GO
 EC1206'SOUTHEAST ON HIGHWAY 215 FOR 2.7 MI TO THE JUNCTION OF STATE ROAD
 EC1206'92, TURN RIGHT ON ROAD 92 FOR 1.6 MI TO THE MARK ON THE RIGHT IN THE
 EC1206'SHOULDER OF THE ROAD, 0.3 MI NORTH OF THE JUNCTION OF STATE ROAD
 EC1206'236, 10.4 FT WEST OF THE CENTER OF ROAD 92, 24.2 FT SOUTH
 EC1206'SOUTHEAST OF A FENCE POST WITH A REFERENCE WASHER ATTACHED,  57.0 FT
 EC1206'NORTHWEST OF A 16-INCH PINE TREE WITH A REFERENCE WASHER ATTACHED,
 EC1206'175.0 FT SOUTH OF THE CENTER OF A DIRT DRIVEWAY.
 EC1206'THE MARK IS 14.6 FT  SE FROM  A WITNESS POST
 EC1206'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EC1206
 EC1206                          STATION RECOVERY (1989)
 EC1206
 EC1206'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1207 ***********************************************************************
 EC1207  DESIGNATION -  42 250
 EC1207  PID         -  EC1207
 EC1207  STATE/COUNTY-  SC/SPARTANBURG
 EC1207  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1207
 EC1207                         *CURRENT SURVEY CONTROL
 EC1207  ___________________________________________________________________
 EC1207* NAD 83(2001)-  34 46 46.02852(N)    081 48 41.67007(W)     ADJUSTED  
 EC1207* NAVD 88     -       207.579  (meters)     681.03   (feet)  ADJUSTED  
 EC1207  ___________________________________________________________________
 EC1207  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EC1207  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 EC1207  DYNAMIC HT  -         207.375 (meters)     680.36  (feet)  COMP
 EC1207  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 EC1207
 EC1207  HORZ ORDER  -  SECOND
 EC1207  VERT ORDER  -  FIRST     CLASS II
 EC1207
 EC1207.The horizontal coordinates were established by classical geodetic methods
 EC1207.and adjusted by the National Geodetic Survey in March 2004..
 EC1207
 EC1207.The orthometric height was determined by differential leveling
 EC1207.and adjusted by the National Geodetic Survey in June 1991..
 EC1207
 EC1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1207
 EC1207.The geoid height was determined by GEOID03.
 EC1207
 EC1207.The dynamic height is computed by dividing the NAVD 88
 EC1207.geopotential number by the normal gravity value computed on the
 EC1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1207.degrees latitude (g = 980.6199 gals.).
 EC1207
 EC1207.The modeled gravity was interpolated from observed gravity values.
 EC1207
 EC1207;                    North         East     Units Scale Factor Converg.
 EC1207;SPC SC       -   327,020.561   535,316.717   MT  0.99998130   -0 26 59.8
 EC1207;SPC SC       - 1,072,902.10  1,756,288.44   iFT  0.99998130   -0 26 59.8
 EC1207;UTM  17      - 3,848,885.616   425,743.404   MT  0.99966796   -0 27 46.7
 EC1207
 EC1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1207!SPC SC       -   0.99997230  x   0.99998130  =   0.99995360
 EC1207!UTM  17      -   0.99997230  x   0.99966796  =   0.99964027
 EC1207
 EC1207                          SUPERSEDED SURVEY CONTROL
 EC1207
 EC1207  NAD 83(1986)-  34 46 46.03856(N)    081 48 41.67486(W) AD(       ) 2
 EC1207  NAVD 88 (10/01/92)  207.58   (m)          681.0    (f) LEVELING    3  
 EC1207  NAVD 88 (07/30/91)  208.01   (m)          682.4    (f) LEVELING    3  
 EC1207  NGVD 29 (09/16/91)  207.701  (m)          681.43   (f) ADJUSTED    1 2
 EC1207
 EC1207.Superseded values are not recommended for survey control.
 EC1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1207.See file dsdata.txt to determine how the superseded data were derived.
 EC1207
 EC1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2574348886(NAD 83)
 EC1207_MARKER: DD = SURVEY DISK
 EC1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1207_SP_SET: CONCRETE POST
 EC1207_STAMPING: 42 250 1988
 EC1207_MARK LOGO: SCGS  
 EC1207_PROJECTION: FLUSH
 EC1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1207+STABILITY: SURFACE MOTION
 EC1207
 EC1207  HISTORY     - Date     Condition        Report By
 EC1207  HISTORY     - 1988     MONUMENTED       SCGS
 EC1207  HISTORY     - 19890824 GOOD             SCGS
 EC1207
 EC1207                          STATION DESCRIPTION
 EC1207
 EC1207'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1207'2.7 MI SE FROM GLENN SPRINGS.
 EC1207'FROM THE JUNCTION OF STATE HIGHWAYS 215 AND 150 IN GLENN SPRINGS, GO
 EC1207'SOUTHEAST ON HIGHWAY 215 FOR 2.7 MI TO THE JUNCTION OF STATE ROAD
 EC1207'92, TURN RIGHT ON ROAD 92 FOR 0.3 MI TO THE MARK ON THE RIGHT IN THE
 EC1207'SHOULDER OF THE ROAD, 10.6 FT NORTHWEST OF THE CENTER OF THE ROAD,
 EC1207'47.5 FT WEST SOUTHWEST OF THE CENTER OF A DIRT DRIVEWAY, 107.0 FT
 EC1207'SOUTHWEST OF A POWER POLE WITH A GUY WIRE AND A REFERENCE WASHER
 EC1207'ATTACHED, 17.5 FT SOUTHEAST OF A 12-INCH PINE TREE WITH A REFERENCE
 EC1207'WASHER ATTACHED.
 EC1207'THE MARK IS 9.0 FT  SE FROM  A WITNESS POST
 EC1207'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EC1207
 EC1207                          STATION RECOVERY (1989)
 EC1207
 EC1207'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1208 ***********************************************************************
 EC1208  DESIGNATION -  42 251
 EC1208  PID         -  EC1208
 EC1208  STATE/COUNTY-  SC/SPARTANBURG
 EC1208  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1208
 EC1208                         *CURRENT SURVEY CONTROL
 EC1208  ___________________________________________________________________
 EC1208* NAD 83(2001)-  34 46 58.76305(N)    081 48 32.16784(W)     ADJUSTED  
 EC1208* NAVD 88     -       209.092  (meters)     686.00   (feet)  ADJUSTED  
 EC1208  ___________________________________________________________________
 EC1208  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 EC1208  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 EC1208  DYNAMIC HT  -         208.887 (meters)     685.32  (feet)  COMP
 EC1208  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EC1208
 EC1208  HORZ ORDER  -  SECOND
 EC1208  VERT ORDER  -  FIRST     CLASS II
 EC1208
 EC1208.The horizontal coordinates were established by classical geodetic methods
 EC1208.and adjusted by the National Geodetic Survey in March 2004..
 EC1208
 EC1208.The orthometric height was determined by differential leveling
 EC1208.and adjusted by the National Geodetic Survey in June 1991..
 EC1208
 EC1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1208
 EC1208.The geoid height was determined by GEOID03.
 EC1208
 EC1208.The dynamic height is computed by dividing the NAVD 88
 EC1208.geopotential number by the normal gravity value computed on the
 EC1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1208.degrees latitude (g = 980.6199 gals.).
 EC1208
 EC1208.The modeled gravity was interpolated from observed gravity values.
 EC1208
 EC1208;                    North         East     Units Scale Factor Converg.
 EC1208;SPC SC       -   327,411.072   535,561.378   MT  0.99998250   -0 26 54.5
 EC1208;SPC SC       - 1,074,183.31  1,757,091.14   iFT  0.99998250   -0 26 54.5
 EC1208;UTM  17      - 3,849,275.948   425,988.076   MT  0.99966751   -0 27 41.4
 EC1208
 EC1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1208!SPC SC       -   0.99997207  x   0.99998250  =   0.99995457
 EC1208!UTM  17      -   0.99997207  x   0.99966751  =   0.99963959
 EC1208
 EC1208                          SUPERSEDED SURVEY CONTROL
 EC1208
 EC1208  NAD 83(1986)-  34 46 58.77295(N)    081 48 32.17232(W) AD(       ) 2
 EC1208  NAVD 88 (10/01/92)  209.09   (m)          686.0    (f) LEVELING    3  
 EC1208  NAVD 88 (07/30/91)  209.53   (m)          687.4    (f) LEVELING    3  
 EC1208  NGVD 29 (09/16/91)  209.214  (m)          686.40   (f) ADJUSTED    1 2
 EC1208
 EC1208.Superseded values are not recommended for survey control.
 EC1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1208.See file dsdata.txt to determine how the superseded data were derived.
 EC1208
 EC1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2598849276(NAD 83)
 EC1208_MARKER: DD = SURVEY DISK
 EC1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1208_SP_SET: CONCRETE POST
 EC1208_STAMPING: 42 251 1988
 EC1208_MARK LOGO: SCGS  
 EC1208_PROJECTION: FLUSH
 EC1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1208+STABILITY: SURFACE MOTION
 EC1208
 EC1208  HISTORY     - Date     Condition        Report By
 EC1208  HISTORY     - 1988     MONUMENTED       SCGS
 EC1208  HISTORY     - 19890824 GOOD             SCGS
 EC1208  HISTORY     - 20030207 MARK NOT FOUND   INDIV
 EC1208
 EC1208                          STATION DESCRIPTION
 EC1208
 EC1208'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1208'2.7 MI SE FROM GLENN SPRINGS.
 EC1208'FROM THE JUNCTION OF STATE HIGHWAYS 215 AND 150 IN GLENN SPRINGS, GO
 EC1208'SOUTHEAST ON HIGHWAY 215 FOR 2.7 MI TO THE JUNCTION OF STATE ROAD 92
 EC1208'AND THE MARK IN THE SOUTH ANGLE OF THE JUNCTION, 33.8 FT SOUTHWEST
 EC1208'OF THE CENTER OF HIGHWAY 215, 11.7 FT SOUTHEAST OF THE CENTER OF
 EC1208'ROAD 92, 62.0 FT EAST NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY,
 EC1208'22.2 FT NORTH OF A POWER POLE WITH A TRANSFORMER AND A REFERENCE
 EC1208'WASHER ATTACHED, 25.4 FT NORTH OF A FIRE HYDRANT.
 EC1208'THE MARK IS 11.3 FT  NNW FROM  A WITNESS POST
 EC1208'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EC1208
 EC1208                          STATION RECOVERY (1989)
 EC1208
 EC1208'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC1208'RECOVERED IN GOOD CONDITION.
 EC1208
 EC1208                          STATION RECOVERY (2003)
 EC1208
 EC1208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRM)
 EC1208'CAREFUL SEARCH MADE IN LOCATION AS DESCRIBED ON DATA SHEET.  WITNESS
 EC1208'POST AND OTHER REFERENCE POINTS FOUND.  THE MONUMENT WAS APPARENTLY
 EC1208'VERY NEAR THE EDGE OF PAVEMENT AND APPEARS TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2493 ***********************************************************************
 EC2493  DESIGNATION -  42 253
 EC2493  PID         -  EC2493
 EC2493  STATE/COUNTY-  SC/SPARTANBURG
 EC2493  USGS QUAD   -  GLENN SPRINGS (1983)
 EC2493
 EC2493                         *CURRENT SURVEY CONTROL
 EC2493  ___________________________________________________________________
 EC2493* NAD 83(2001)-  34 48 12.20078(N)    081 49 41.79151(W)     ADJUSTED  
 EC2493* NAVD 88     -       220.5    (meters)     723.     (feet)  VERT ANG  
 EC2493  ___________________________________________________________________
 EC2493  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EC2493  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EC2493
 EC2493  HORZ ORDER  -  SECOND
 EC2493
 EC2493.The horizontal coordinates were established by classical geodetic methods
 EC2493.and adjusted by the National Geodetic Survey in March 2004..
 EC2493
 EC2493.The orthometric height was determined by vertical angle observations.
 EC2493
 EC2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2493
 EC2493.The geoid height was determined by GEOID03.
 EC2493
 EC2493;                    North         East     Units Scale Factor Converg.
 EC2493;SPC SC       -   329,688.029   533,809.447   MT  0.99998949   -0 27 33.1
 EC2493;SPC SC       - 1,081,653.64  1,751,343.33   iFT  0.99998949   -0 27 33.1
 EC2493;UTM  17      - 3,851,552.590   424,237.229   MT  0.99967074   -0 28 22.0
 EC2493
 EC2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2493!SPC SC       -   0.99997029  x   0.99998949  =   0.99995978
 EC2493!UTM  17      -   0.99997029  x   0.99967074  =   0.99964104
 EC2493
 EC2493                          SUPERSEDED SURVEY CONTROL
 EC2493
 EC2493  NAD 83(1986)-  34 48 12.21160(N)    081 49 41.79478(W) AD(       ) 2
 EC2493
 EC2493.Superseded values are not recommended for survey control.
 EC2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2493.See file dsdata.txt to determine how the superseded data were derived.
 EC2493
 EC2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2423751553(NAD 83)
 EC2493_MARKER: DD = SURVEY DISK
 EC2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2493_SP_SET: CONCRETE POST
 EC2493_STAMPING: 42 253 1988
 EC2493_MARK LOGO: SCGS  
 EC2493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2493+STABILITY: SURFACE MOTION
 EC2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2493+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 EC2493
 EC2493  HISTORY     - Date     Condition        Report By
 EC2493  HISTORY     - 1988     MONUMENTED       SCGS
 EC2493  HISTORY     - 20030207 GOOD             INDIV
 EC2493
 EC2493                          STATION DESCRIPTION
 EC2493
 EC2493'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2493'THE STATION IS LOCATED 0.9 MILES SOUTHEAST OF GLENN SPRINGS AND 7.4
 EC2493'MILES SOUTH-SOUTHWEST OF PACOLET.  OWNERSHIP--SC DEPARTMENT  OF
 EC2493'HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO
 EC2493'BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2493'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215
 EC2493'(EAST BLACKSTOCK ROAD) IN GLENN SPRINGS, GO SOUTHEAST ON HIGHWAY 215
 EC2493'FOR 0.9 MILES TO THE THE JUNCTION OF STATE ROAD 109 AND THE MARK IN
 EC2493'THE EAST ANGLE.
 EC2493'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2493'THE HIGHWAY, 20.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 20.5
 EC2493'FEET SOUTH OF THE CENTER OF THE ROAD, 44.4 FEET NORTHEAST OF A FENCE
 EC2493'POST WITH A REFERENCE WASHER, 193.0 FEET NORTH-NORTHWEST OF THE
 EC2493'CENTER OF A DIRT DRIVEWAY, 4.6 FEET WEST-NORTHWEST OF A WITNESS POST.
 EC2493'DESCRIBED BY T. HALL.
 EC2493
 EC2493                          STATION RECOVERY (2003)
 EC2493
 EC2493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRM)
 EC2493'GOOD CONDITION. SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2494 ***********************************************************************
 EC2494  DESIGNATION -  42 254
 EC2494  PID         -  EC2494
 EC2494  STATE/COUNTY-  SC/SPARTANBURG
 EC2494  USGS QUAD   -  GLENN SPRINGS (1983)
 EC2494
 EC2494                         *CURRENT SURVEY CONTROL
 EC2494  ___________________________________________________________________
 EC2494* NAD 83(2001)-  34 48 21.13635(N)    081 49 56.46489(W)     ADJUSTED  
 EC2494* NAVD 88     -       225.8    (meters)     741.     (feet)  VERT ANG  
 EC2494  ___________________________________________________________________
 EC2494  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EC2494  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 EC2494
 EC2494  HORZ ORDER  -  SECOND
 EC2494
 EC2494.The horizontal coordinates were established by classical geodetic methods
 EC2494.and adjusted by the National Geodetic Survey in March 2004..
 EC2494
 EC2494.The orthometric height was determined by vertical angle observations.
 EC2494
 EC2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2494
 EC2494.The geoid height was determined by GEOID03.
 EC2494
 EC2494;                    North         East     Units Scale Factor Converg.
 EC2494;SPC SC       -   329,966.371   533,438.708   MT  0.99999035   -0 27 41.2
 EC2494;SPC SC       - 1,082,566.83  1,750,126.99   iFT  0.99999035   -0 27 41.2
 EC2494;UTM  17      - 3,851,830.931   423,866.674   MT  0.99967144   -0 28 30.5
 EC2494
 EC2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2494!SPC SC       -   0.99996945  x   0.99999035  =   0.99995980
 EC2494!UTM  17      -   0.99996945  x   0.99967144  =   0.99964090
 EC2494
 EC2494                          SUPERSEDED SURVEY CONTROL
 EC2494
 EC2494  NAD 83(1986)-  34 48 21.14717(N)    081 49 56.46821(W) AD(       ) 2
 EC2494
 EC2494.Superseded values are not recommended for survey control.
 EC2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2494.See file dsdata.txt to determine how the superseded data were derived.
 EC2494
 EC2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2386751831(NAD 83)
 EC2494_MARKER: DD = SURVEY DISK
 EC2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2494_SP_SET: CONCRETE POST
 EC2494_STAMPING: 42 254 1988
 EC2494_MARK LOGO: SCGS  
 EC2494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2494+STABILITY: SURFACE MOTION
 EC2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2494+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 EC2494
 EC2494  HISTORY     - Date     Condition        Report By
 EC2494  HISTORY     - 1988     MONUMENTED       SCGS
 EC2494  HISTORY     - 20030207 GOOD             INDIV
 EC2494
 EC2494                          STATION DESCRIPTION
 EC2494
 EC2494'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2494'THE STATION IS LOCATED 0.6 MILES SOUTHEAST OF GLENN SPRINGS.
 EC2494'OWNERSHIP--SC DEPARTMENT  OF HIGHWAYS AND PUBLIC TRANSPORTATION,
 EC2494'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE
 EC2494'803-737-1350.
 EC2494'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215
 EC2494'(EAST BLACKSTOCK ROAD) IN GLENN SPRINGS, GO SOUTHEAST ON HIGHWAY 215
 EC2494'FOR 0.6 MILES TO THE MARK ON THE RIGHT NEAR A FENCELINE.
 EC2494'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2494'THE HIGHWAY, 19.8 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 267.0
 EC2494'FEET NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO THE ATCHLEY
 EC2494'FARM, 2.0 FEET NORTHEAST OF THE BARBED-WIRE FENCE, 8.3 FEET NORTHWEST
 EC2494'OF A FENCE POST WITH A REFERENCE WASHER, 2.6 FEET EAST OF A WITNESS
 EC2494'POST.
 EC2494'DESCRIBED BY T. HALL.
 EC2494
 EC2494                          STATION RECOVERY (2003)
 EC2494
 EC2494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRM)
 EC2494'GOOD CONDITION.  SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2495 ***********************************************************************
 EC2495  DESIGNATION -  42 255
 EC2495  PID         -  EC2495
 EC2495  STATE/COUNTY-  SC/SPARTANBURG
 EC2495  USGS QUAD   -  GLENN SPRINGS (1983)
 EC2495
 EC2495                         *CURRENT SURVEY CONTROL
 EC2495  ___________________________________________________________________
 EC2495* NAD 83(2001)-  34 48 58.91586(N)    081 50 42.56369(W)     ADJUSTED  
 EC2495* NAVD 88     -       227.4    (meters)     746.     (feet)  VERT ANG  
 EC2495  ___________________________________________________________________
 EC2495  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EC2495  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 EC2495
 EC2495  HORZ ORDER  -  SECOND
 EC2495
 EC2495.The horizontal coordinates were established by classical geodetic methods
 EC2495.and adjusted by the National Geodetic Survey in March 2004..
 EC2495
 EC2495.The orthometric height was determined by vertical angle observations.
 EC2495
 EC2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2495
 EC2495.The geoid height was determined by GEOID03.
 EC2495
 EC2495;                    North         East     Units Scale Factor Converg.
 EC2495;SPC SC       -   331,140.040   532,276.559   MT  0.99999401   -0 28 06.8
 EC2495;SPC SC       - 1,086,417.45  1,746,314.17   iFT  0.99999401   -0 28 06.8
 EC2495;UTM  17      - 3,853,004.506   422,705.180   MT  0.99967363   -0 28 57.2
 EC2495
 EC2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2495!SPC SC       -   0.99996920  x   0.99999401  =   0.99996321
 EC2495!UTM  17      -   0.99996920  x   0.99967363  =   0.99964284
 EC2495
 EC2495                          SUPERSEDED SURVEY CONTROL
 EC2495
 EC2495  NAD 83(1986)-  34 48 58.92667(N)    081 50 42.56727(W) AD(       ) 2
 EC2495
 EC2495.Superseded values are not recommended for survey control.
 EC2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2495.See file dsdata.txt to determine how the superseded data were derived.
 EC2495
 EC2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2270553005(NAD 83)
 EC2495_MARKER: DD = SURVEY DISK
 EC2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2495_SP_SET: CONCRETE POST
 EC2495_STAMPING: 42 255 1988
 EC2495_MARK LOGO: SCGS  
 EC2495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2495+STABILITY: SURFACE MOTION
 EC2495
 EC2495  HISTORY     - Date     Condition        Report By
 EC2495  HISTORY     - 1988     MONUMENTED       SCGS
 EC2495  HISTORY     - 20030207 GOOD             INDIV
 EC2495
 EC2495                          STATION DESCRIPTION
 EC2495
 EC2495'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2495'THE STATION IS LOCATED 0.4 MILES NORTHWEST OF GLENN SPRINGS.
 EC2495'OWNERSHIP--SC DEPARTMENT  OF HIGHWAYS AND PUBLIC TRANSPORTATION,
 EC2495'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE
 EC2495'803-737-1350.
 EC2495'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215
 EC2495'IN GLENN SPRINGS, GO NORTHWEST ON HIGHWAY 215 FOR 0.4 MILE TO THE
 EC2495'JUNCTION OF STATE ROAD 391 (SHILOH CHURCH ROAD) AND THE MARK IN THE
 EC2495'NORTHWEST ANGLE.
 EC2495'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 EC2495'BELOW THE HIGHWAY, 44.0 FEET WEST OF THE CENTER OF THE ROAD, 21.6
 EC2495'FEET NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY, 222.6 FEET
 EC2495'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE WOODEN HOUSE, 43.0 FEET
 EC2495'NORTH-NORTHEAST OF A POWER POLE WITH TWO GUY WIRES AND A REFERENCE
 EC2495'WASHER, 21.0 FEET WEST-SOUTHWEST OF A 15-INCH PINE TREE WITH A
 EC2495'REFERENCE WASHER, 6.5 FEET SOUTH OF A WITNESS POST.
 EC2495'DESCRIBED BY T. HALL.
 EC2495
 EC2495                          STATION RECOVERY (2003)
 EC2495
 EC2495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRM)
 EC2495'TALL, OVERHANGING TREES MAKE FOR POOR GPS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2496 ***********************************************************************
 EC2496  DESIGNATION -  42 256
 EC2496  PID         -  EC2496
 EC2496  STATE/COUNTY-  SC/SPARTANBURG
 EC2496  USGS QUAD   -  GLENN SPRINGS (1983)
 EC2496
 EC2496                         *CURRENT SURVEY CONTROL
 EC2496  ___________________________________________________________________
 EC2496* NAD 83(2001)-  34 49 04.68382(N)    081 51 02.13242(W)     ADJUSTED  
 EC2496* NAVD 88     -       231.4    (meters)     759.     (feet)  VERT ANG  
 EC2496  ___________________________________________________________________
 EC2496  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EC2496  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 EC2496
 EC2496  HORZ ORDER  -  SECOND
 EC2496
 EC2496.The horizontal coordinates were established by classical geodetic methods
 EC2496.and adjusted by the National Geodetic Survey in March 2004..
 EC2496
 EC2496.The orthometric height was determined by vertical angle observations.
 EC2496
 EC2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2496
 EC2496.The geoid height was determined by GEOID03.
 EC2496
 EC2496;                    North         East     Units Scale Factor Converg.
 EC2496;SPC SC       -   331,321.858   531,780.715   MT  0.99999457   -0 28 17.6
 EC2496;SPC SC       - 1,087,013.97  1,744,687.39   iFT  0.99999457   -0 28 17.6
 EC2496;UTM  17      - 3,853,186.388   422,209.540   MT  0.99967458   -0 29 08.5
 EC2496
 EC2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2496!SPC SC       -   0.99996857  x   0.99999457  =   0.99996314
 EC2496!UTM  17      -   0.99996857  x   0.99967458  =   0.99964316
 EC2496
 EC2496                          SUPERSEDED SURVEY CONTROL
 EC2496
 EC2496  NAD 83(1986)-  34 49 04.69461(N)    081 51 02.13606(W) AD(       ) 2
 EC2496
 EC2496.Superseded values are not recommended for survey control.
 EC2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2496.See file dsdata.txt to determine how the superseded data were derived.
 EC2496
 EC2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2221053186(NAD 83)
 EC2496_MARKER: DD = SURVEY DISK
 EC2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2496_SP_SET: CONCRETE POST
 EC2496_STAMPING: 42 256 1988
 EC2496_MARK LOGO: SCGS  
 EC2496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2496+STABILITY: SURFACE MOTION
 EC2496
 EC2496  HISTORY     - Date     Condition        Report By
 EC2496  HISTORY     - 1988     MONUMENTED       SCGS
 EC2496
 EC2496                          STATION DESCRIPTION
 EC2496
 EC2496'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2496'THE STATION IS LOCATED 0.7 MILES NORTHWEST OF GLENN SPRINGS.
 EC2496'OWNERSHIP--SC DEPARTMENT  OF HIGHWAYS AND PUBLIC TRANSPORTATION,
 EC2496'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE
 EC2496'803-737-1350.
 EC2496'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215
 EC2496'IN GLENN SPRINGS, GO NORTHWEST ON HIGHWAY 215 FOR 0.4 MILES TO THE
 EC2496'JUNCTION OF STATE ROAD 391, CONTINUE ON HIGHWAY 215 FOR 0.3 MILES TO
 EC2496'THE MARK ON THE LEFT NEAR A FENCELINE.
 EC2496'THE STATION IS A CONCRETE POST PROJECTING 2.0 INCHES ABOVE THE GROUND
 EC2496'AND 0.5 FOOT BELOW THE HIGHWAY, 20.3 FEET SOUTH-SOUTHWEST OF THE
 EC2496'CENTER OF THE HIGHWAY, 1.5 FEET NORTH-NORTHEAST OF THE BARBED-WIRE
 EC2496'FENCE, 57.5 FEET WEST-NORTHWEST OF A POWER POLE WITH A GUY WIRE AND A
 EC2496'REFERENCE WASHER, 41.8 FEET SOUTH OF A PIPE CULVERT, 140.4 FEET
 EC2496'SOUTH-SOUTHWEST OF THE WEST CORNER OF WOOD-SIDED HOUSE, 2.8 FEET
 EC2496'NORTH-NORTHWEST OF A WITNESS POST.
 EC2496'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2497 ***********************************************************************
 EC2497  DESIGNATION -  42 257
 EC2497  PID         -  EC2497
 EC2497  STATE/COUNTY-  SC/SPARTANBURG
 EC2497  USGS QUAD   -  GLENN SPRINGS (1983)
 EC2497
 EC2497                         *CURRENT SURVEY CONTROL
 EC2497  ___________________________________________________________________
 EC2497* NAD 83(2001)-  34 45 35.03372(N)    081 51 34.16670(W)     ADJUSTED  
 EC2497* NAVD 88     -       199.2    (meters)     654.     (feet)  VERT ANG  
 EC2497  ___________________________________________________________________
 EC2497  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EC2497  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 EC2497
 EC2497  HORZ ORDER  -  SECOND
 EC2497
 EC2497.The horizontal coordinates were established by classical geodetic methods
 EC2497.and adjusted by the National Geodetic Survey in March 2004..
 EC2497
 EC2497.The orthometric height was determined by vertical angle observations.
 EC2497
 EC2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2497
 EC2497.The geoid height was determined by GEOID03.
 EC2497
 EC2497;                    North         East     Units Scale Factor Converg.
 EC2497;SPC SC       -   324,868.391   530,912.906   MT  0.99997467   -0 28 35.4
 EC2497;SPC SC       - 1,065,841.18  1,741,840.24   iFT  0.99997467   -0 28 35.4
 EC2497;UTM  17      - 3,846,735.125   421,340.440   MT  0.99967626   -0 29 24.2
 EC2497
 EC2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2497!SPC SC       -   0.99997361  x   0.99997467  =   0.99994828
 EC2497!UTM  17      -   0.99997361  x   0.99967626  =   0.99964988
 EC2497
 EC2497                          SUPERSEDED SURVEY CONTROL
 EC2497
 EC2497  NAD 83(1986)-  34 45 35.04296(N)    081 51 34.17096(W) AD(       ) 2
 EC2497
 EC2497.Superseded values are not recommended for survey control.
 EC2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2497.See file dsdata.txt to determine how the superseded data were derived.
 EC2497
 EC2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2134046735(NAD 83)
 EC2497_MARKER: DD = SURVEY DISK
 EC2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2497_SP_SET: CONCRETE POST
 EC2497_STAMPING: 42 257 1988
 EC2497_MARK LOGO: SCGS  
 EC2497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2497+STABILITY: SURFACE MOTION
 EC2497
 EC2497  HISTORY     - Date     Condition        Report By
 EC2497  HISTORY     - 1988     MONUMENTED       SCGS
 EC2497
 EC2497                          STATION DESCRIPTION
 EC2497
 EC2497'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2497'THE STATION IS LOCATED 4.75 MILES SOUTH OF PAULINE AND 8.5 MILES NORTH
 EC2497'OF CROSS ANCHOR.  OWNERSHIP--SC DEPARTMENT  OF HIGHWAYS AND PUBLIC
 EC2497'TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC
 EC2497'29202, PHONE 803-737-1350.
 EC2497'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 150
 EC2497'(2.7 MILES SOUTHEAST OF PAULINE), GO SOUTH-SOUTHEAST ON HIGHWAY 56
 EC2497'FOR 3.35 MILES TO THE JUNCTION OF STATE ROAD 236, TURN RIGHT ON ROAD
 EC2497'236 FOR 0.1 MILE TO THE JUNCTION OF STATE ROAD 111, TURN RIGHT ON
 EC2497'ROAD 111 FOR 1.4 MILES TO THE MARK ON THE RIGHT IN FRONT OF A SMALL
 EC2497'CONVENIENCE STORE.
 EC2497'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2497'THE ROAD, 128.7 FEET SOUTH OF A DOUBLE-TRUNKED OAK TREE ON THE
 EC2497'NORTHWEST SIDE OF THE STORE, 94.0 FEET SOUTHWEST OF THE SOUTH CORNER
 EC2497'OF THE STORE, 88.0 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 EC2497'SOUTHEAST DRIVE TO THE STORE, 13.6 FEET EAST-NORTHEAST OF THE CENTER
 EC2497'OF THE ROAD, 37.1 FEET SOUTH OF A WITNESS POST.
 EC2497'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2498 ***********************************************************************
 EC2498  DESIGNATION -  42 258
 EC2498  PID         -  EC2498
 EC2498  STATE/COUNTY-  SC/SPARTANBURG
 EC2498  USGS QUAD   -  GLENN SPRINGS (1983)
 EC2498
 EC2498                         *CURRENT SURVEY CONTROL
 EC2498  ___________________________________________________________________
 EC2498* NAD 83(2001)-  34 45 49.11572(N)    081 51 47.33083(W)     ADJUSTED  
 EC2498* NAVD 88     -       208.4    (meters)     684.     (feet)  VERT ANG  
 EC2498  ___________________________________________________________________
 EC2498  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 EC2498  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 EC2498
 EC2498  HORZ ORDER  -  SECOND
 EC2498
 EC2498.The horizontal coordinates were established by classical geodetic methods
 EC2498.and adjusted by the National Geodetic Survey in March 2004..
 EC2498
 EC2498.The orthometric height was determined by vertical angle observations.
 EC2498
 EC2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2498
 EC2498.The geoid height was determined by GEOID03.
 EC2498
 EC2498;                    North         East     Units Scale Factor Converg.
 EC2498;SPC SC       -   325,305.101   530,581.763   MT  0.99997598   -0 28 42.7
 EC2498;SPC SC       - 1,067,273.95  1,740,753.82   iFT  0.99997598   -0 28 42.7
 EC2498;UTM  17      - 3,847,171.783   421,009.501   MT  0.99967690   -0 29 31.9
 EC2498
 EC2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2498!SPC SC       -   0.99997217  x   0.99997598  =   0.99994815
 EC2498!UTM  17      -   0.99997217  x   0.99967690  =   0.99964908
 EC2498
 EC2498                          SUPERSEDED SURVEY CONTROL
 EC2498
 EC2498  NAD 83(1986)-  34 45 49.12522(N)    081 51 47.33469(W) AD(       ) 2
 EC2498
 EC2498.Superseded values are not recommended for survey control.
 EC2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2498.See file dsdata.txt to determine how the superseded data were derived.
 EC2498
 EC2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2101047172(NAD 83)
 EC2498_MARKER: DD = SURVEY DISK
 EC2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2498_SP_SET: CONCRETE POST
 EC2498_STAMPING: 42 258 1988
 EC2498_MARK LOGO: SCGS  
 EC2498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2498+STABILITY: SURFACE MOTION
 EC2498
 EC2498  HISTORY     - Date     Condition        Report By
 EC2498  HISTORY     - 1988     MONUMENTED       SCGS
 EC2498
 EC2498                          STATION DESCRIPTION
 EC2498
 EC2498'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2498'THE STATION IS LOCATED 4.45 MILES SOUTH OF PAULINE AND 8.75 MILES
 EC2498'NORTH OF CROSS ANCHOR.  OWNERSHIP--SC DEPARTMENT  OF HIGHWAYS AND
 EC2498'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2498'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2498'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 150
 EC2498'(2.7 MILES SOUTHEAST OF PAULINE), GO SOUTH-SOUTHEAST ON HIGHWAY 56
 EC2498'FOR 3.35 MILES TO THE JUNCTION OF STATE ROAD 236, TURN RIGHT ON ROAD
 EC2498'236 FOR 0.1 MILES TO THE JUNCTION OF STATE ROAD 111, TURN RIGHT ON
 EC2498'ROAD 111 FOR 1.75 MILES TO THE MARK ON THE LEFT NEAR A POWER POLE.
 EC2498'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2498'THE ROAD, 143.3 FEET SOUTH-SOUTHEAST OF TELEPHONE JUNCTION BOX NO.
 EC2498'87, 21.2 FEET NORTH-NORTHWEST OF A REFERENCE WASHER IN THE POWER
 EC2498'POLE, 24.3 FEET WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 59.O FEET
 EC2498'NORTH OF A REFERENCE WASHER IN AN 18-INCH OAK TREE, 21.4 FEET
 EC2498'NORTH-NORTHWEST OF A WITNESS POST.
 EC2498'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2499 ***********************************************************************
 EC2499  DESIGNATION -  42 259
 EC2499  PID         -  EC2499
 EC2499  STATE/COUNTY-  SC/SPARTANBURG
 EC2499  USGS QUAD   -  MOORE (1983)
 EC2499
 EC2499                         *CURRENT SURVEY CONTROL
 EC2499  ___________________________________________________________________
 EC2499* NAD 83(2001)-  34 46 39.33026(N)    081 53 00.62806(W)     ADJUSTED  
 EC2499* NAVD 88     -       222.0    (meters)     728.     (feet)  VERT ANG  
 EC2499  ___________________________________________________________________
 EC2499  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 EC2499  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 EC2499
 EC2499  HORZ ORDER  -  SECOND
 EC2499
 EC2499.The horizontal coordinates were established by classical geodetic methods
 EC2499.and adjusted by the National Geodetic Survey in March 2004..
 EC2499
 EC2499.The orthometric height was determined by vertical angle observations.
 EC2499
 EC2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2499
 EC2499.The geoid height was determined by GEOID03.
 EC2499
 EC2499;                    North         East     Units Scale Factor Converg.
 EC2499;SPC SC       -   326,868.156   528,731.116   MT  0.99998067   -0 29 23.3
 EC2499;SPC SC       - 1,072,402.09  1,734,682.14   iFT  0.99998067   -0 29 23.3
 EC2499;UTM  17      - 3,848,734.819   419,159.787   MT  0.99968055   -0 30 14.3
 EC2499
 EC2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2499!SPC SC       -   0.99997004  x   0.99998067  =   0.99995071
 EC2499!UTM  17      -   0.99997004  x   0.99968055  =   0.99965060
 EC2499
 EC2499                          SUPERSEDED SURVEY CONTROL
 EC2499
 EC2499  NAD 83(1986)-  34 46 39.34062(N)    081 53 00.63056(W) AD(       ) 2
 EC2499
 EC2499.Superseded values are not recommended for survey control.
 EC2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2499.See file dsdata.txt to determine how the superseded data were derived.
 EC2499
 EC2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1916048735(NAD 83)
 EC2499_MARKER: DD = SURVEY DISK
 EC2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2499_SP_SET: CONCRETE POST
 EC2499_STAMPING: 42 259 1988
 EC2499_MARK LOGO: SCGS  
 EC2499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2499+STABILITY: SURFACE MOTION
 EC2499
 EC2499  HISTORY     - Date     Condition        Report By
 EC2499  HISTORY     - 1988     MONUMENTED       SCGS
 EC2499
 EC2499                          STATION DESCRIPTION
 EC2499
 EC2499'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2499'THE STATION IS LOCATED 3.55 MILES SOUTH OF PAULINE AND 9.1 MILES
 EC2499'EAST-NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT  OF HIGHWAYS
 EC2499'AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2499'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2499'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 150
 EC2499'(2.7 MILES SOUTHEAST OF PAULINE), GO SOUTH-SOUTHEAST ON HIGHWAY 56
 EC2499'FOR 3.35 MILES TO THE JUNCTION OF STATE ROAD 236, TURN RIGHT ON ROAD
 EC2499'236 FOR 0.1 MILES TO THE JUNCTION OF STATE ROAD 111, TURN RIGHT ON
 EC2499'ROAD 111 FOR 3.3 MILES TO THE JUNCTION OF STATE ROAD 474 AND THE MARK
 EC2499'IN THE SOUTH ANGLE.
 EC2499'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2499'THE ROAD, 66.3 FEET SOUTH OF THE EXTENDED CENTER OF ROAD 474 AT THE
 EC2499'CENTER OF ROAD 111, 17.6 FEET EAST-SOUTHEAST OF THE CENTER OF ROAD
 EC2499'474, 66.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF ROAD 111, 25.4 FEET
 EC2499'SOUTHWEST OF A REFERENCE WASHER IN A POWER POLE, 17.0 FEET SOUTHWEST
 EC2499'OF A WITNESS POST.
 EC2499'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2500 ***********************************************************************
 EC2500  DESIGNATION -  42 260
 EC2500  PID         -  EC2500
 EC2500  STATE/COUNTY-  SC/SPARTANBURG
 EC2500  USGS QUAD   -  MOORE (1983)
 EC2500
 EC2500                         *CURRENT SURVEY CONTROL
 EC2500  ___________________________________________________________________
 EC2500* NAD 83(2001)-  34 46 52.21772(N)    081 53 24.86937(W)     ADJUSTED  
 EC2500* NAVD 88     -       228.9    (meters)     751.     (feet)  VERT ANG  
 EC2500  ___________________________________________________________________
 EC2500  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 EC2500  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 EC2500
 EC2500  HORZ ORDER  -  SECOND
 EC2500
 EC2500.The horizontal coordinates were established by classical geodetic methods
 EC2500.and adjusted by the National Geodetic Survey in March 2004..
 EC2500
 EC2500.The orthometric height was determined by vertical angle observations.
 EC2500
 EC2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2500
 EC2500.The geoid height was determined by GEOID03.
 EC2500
 EC2500;                    North         East     Units Scale Factor Converg.
 EC2500;SPC SC       -   327,270.559   528,118.206   MT  0.99998188   -0 29 36.8
 EC2500;SPC SC       - 1,073,722.31  1,732,671.28   iFT  0.99998188   -0 29 36.8
 EC2500;UTM  17      - 3,849,137.253   418,547.161   MT  0.99968177   -0 30 28.3
 EC2500
 EC2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2500!SPC SC       -   0.99996896  x   0.99998188  =   0.99995084
 EC2500!UTM  17      -   0.99996896  x   0.99968177  =   0.99965074
 EC2500
 EC2500                          SUPERSEDED SURVEY CONTROL
 EC2500
 EC2500  NAD 83(1986)-  34 46 52.22825(N)    081 53 24.87168(W) AD(       ) 2
 EC2500
 EC2500.Superseded values are not recommended for survey control.
 EC2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2500.See file dsdata.txt to determine how the superseded data were derived.
 EC2500
 EC2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1854749137(NAD 83)
 EC2500_MARKER: DD = SURVEY DISK
 EC2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2500_SP_SET: CONCRETE POST
 EC2500_STAMPING: 42 260 1988
 EC2500_MARK LOGO: SCGS  
 EC2500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2500+STABILITY: SURFACE MOTION
 EC2500
 EC2500  HISTORY     - Date     Condition        Report By
 EC2500  HISTORY     - 1988     MONUMENTED       SCGS
 EC2500
 EC2500                          STATION DESCRIPTION
 EC2500
 EC2500'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2500'THE STATION IS LOCATED 3.45 MILES SOUTH-SOUTHWEST OF PAULINE AND 8.8
 EC2500'MILES EAST-NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT  OF
 EC2500'HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO
 EC2500'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2500'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 150
 EC2500'(2.7 MILES SOUTHEAST OF PAULINE), GO SOUTH-SOUTHEAST ON HIGHWAY 56
 EC2500'FOR 3.35 MILES TO THE JUNCTION OF STATE ROAD 236, TURN RIGHT ON ROAD
 EC2500'236 FOR 0.1 MILE TO THE JUNCTION OF STATE ROAD 111, TURN RIGHT ON
 EC2500'ROAD 111 FOR 3.3 MILES TO THE JUNCTION OF STATE ROAD 474, CONTINUE ON
 EC2500'ROAD 111 FOR 0.45 MILES TO THE MARK ON THE LEFT (0.2 MILE SOUTHEAST
 EC2500'OF THE JUNCTION OF STATE ROAD 90 (RIDDLE ROAD)).
 EC2500'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2500'THE ROAD, 141.8 FEET EAST-SOUTHEAST OF A REFERENCE WASHER IN A POWER
 EC2500'POLE, 48.4 FEET NORTH-NORTHWEST OF A REFERENCE WASHER IN ANOTHER
 EC2500'POWER POLE, 12.6 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 6.9 FEET
 EC2500'NORTH-NORTHEAST OF A WITNESS POST.
 EC2500'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2501 ***********************************************************************
 EC2501  DESIGNATION -  42 261
 EC2501  PID         -  EC2501
 EC2501  STATE/COUNTY-  SC/SPARTANBURG
 EC2501  USGS QUAD   -  MOORE (1983)
 EC2501
 EC2501                         *CURRENT SURVEY CONTROL
 EC2501  ___________________________________________________________________
 EC2501* NAD 83(2001)-  34 47 21.04463(N)    081 54 11.50204(W)     ADJUSTED  
 EC2501* NAVD 88     -       237.2    (meters)     778.     (feet)  VERT ANG  
 EC2501  ___________________________________________________________________
 EC2501  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EC2501  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 EC2501
 EC2501  HORZ ORDER  -  SECOND
 EC2501
 EC2501.The horizontal coordinates were established by classical geodetic methods
 EC2501.and adjusted by the National Geodetic Survey in March 2004..
 EC2501
 EC2501.The orthometric height was determined by vertical angle observations.
 EC2501
 EC2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2501
 EC2501.The geoid height was determined by GEOID03.
 EC2501
 EC2501;                    North         East     Units Scale Factor Converg.
 EC2501;SPC SC       -   328,169.120   526,940.392   MT  0.99998461   -0 30 02.6
 EC2501;SPC SC       - 1,076,670.34  1,728,807.06   iFT  0.99998461   -0 30 02.6
 EC2501;UTM  17      - 3,850,035.841   417,369.928   MT  0.99968415   -0 30 55.3
 EC2501
 EC2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2501!SPC SC       -   0.99996765  x   0.99998461  =   0.99995226
 EC2501!UTM  17      -   0.99996765  x   0.99968415  =   0.99965181
 EC2501
 EC2501                          SUPERSEDED SURVEY CONTROL
 EC2501
 EC2501  NAD 83(1986)-  34 47 21.05542(N)    081 54 11.50403(W) AD(       ) 2
 EC2501
 EC2501.Superseded values are not recommended for survey control.
 EC2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2501.See file dsdata.txt to determine how the superseded data were derived.
 EC2501
 EC2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1737050036(NAD 83)
 EC2501_MARKER: DD = SURVEY DISK
 EC2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2501_SP_SET: CONCRETE POST
 EC2501_STAMPING: 42 261 1988
 EC2501_MARK LOGO: SCGS  
 EC2501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2501+STABILITY: SURFACE MOTION
 EC2501
 EC2501  HISTORY     - Date     Condition        Report By
 EC2501  HISTORY     - 1988     MONUMENTED       SCGS
 EC2501
 EC2501                          STATION DESCRIPTION
 EC2501
 EC2501'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2501'THE STATION IS LOCATED 3.3 MILES SOUTH-SOUTHWEST OF PAULINE AND 8.3
 EC2501'MILES EAST-NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT  OF
 EC2501'HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO
 EC2501'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 150
 EC2501'(2.7 MILES SOUTHEAST OF PAULINE), GO SOUTH-SOUTHEAST ON HIGHWAY 56
 EC2501'FOR 3.35 MILES TO THE JUNCTION OF STATE ROAD 236, TURN RIGHT ON ROAD
 EC2501'236 FOR 0.1 MILE TO THE JUNCTION OF STATE ROAD 111, TURN RIGHT ON
 EC2501'ROAD 111 FOR 3.95 MILES TO THE JUNCTION OF STATE ROAD 90 (RIDDLE
 EC2501'ROAD), CONTINUE ON ROAD 111 FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 EC2501'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2501'THE ROAD, 48.9 FEET SOUTH OF A REFERENCE WASHER IN A POWER POLE, 24.4
 EC2501'FEET WEST-NORTHWEST OF A REFERENCE WASHER IN A FENCE POST, 136.9 FEET
 EC2501'NORTH-NORTHEAST OF POWER POLE NO. 40 WITH A TRANSFORMER (IN FRONT OF
 EC2501'A TWO-STORIED BRICK HOUSE), 14.6 FEET NORTHEAST OF THE CENTER OF THE
 EC2501'ROAD, 5.1 FEET SOUTHWEST OF A WITNESS POST.
 EC2501'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2502 ***********************************************************************
 EC2502  DESIGNATION -  42 262
 EC2502  PID         -  EC2502
 EC2502  STATE/COUNTY-  SC/SPARTANBURG
 EC2502  USGS QUAD   -  MOORE (1983)
 EC2502
 EC2502                         *CURRENT SURVEY CONTROL
 EC2502  ___________________________________________________________________
 EC2502* NAD 83(2001)-  34 47 31.81581(N)    081 54 32.24098(W)     ADJUSTED  
 EC2502* NAVD 88     -       234.7    (meters)     770.     (feet)  VERT ANG  
 EC2502  ___________________________________________________________________
 EC2502  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 EC2502  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 EC2502
 EC2502  HORZ ORDER  -  SECOND
 EC2502
 EC2502.The horizontal coordinates were established by classical geodetic methods
 EC2502.and adjusted by the National Geodetic Survey in March 2004..
 EC2502
 EC2502.The orthometric height was determined by vertical angle observations.
 EC2502
 EC2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2502
 EC2502.The geoid height was determined by GEOID03.
 EC2502
 EC2502;                    North         East     Units Scale Factor Converg.
 EC2502;SPC SC       -   328,505.647   526,416.100   MT  0.99998563   -0 30 14.1
 EC2502;SPC SC       - 1,077,774.43  1,727,086.94   iFT  0.99998563   -0 30 14.1
 EC2502;UTM  17      - 3,850,372.401   416,845.880   MT  0.99968522   -0 31 07.3
 EC2502
 EC2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2502!SPC SC       -   0.99996805  x   0.99998563  =   0.99995368
 EC2502!UTM  17      -   0.99996805  x   0.99968522  =   0.99965328
 EC2502
 EC2502                          SUPERSEDED SURVEY CONTROL
 EC2502
 EC2502  NAD 83(1986)-  34 47 31.82662(N)    081 54 32.24290(W) AD(       ) 2
 EC2502
 EC2502.Superseded values are not recommended for survey control.
 EC2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2502.See file dsdata.txt to determine how the superseded data were derived.
 EC2502
 EC2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1684650372(NAD 83)
 EC2502_MARKER: DD = SURVEY DISK
 EC2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2502_SP_SET: CONCRETE POST
 EC2502_STAMPING: 42 262 1988
 EC2502_MARK LOGO: SCGS  
 EC2502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2502+STABILITY: SURFACE MOTION
 EC2502
 EC2502  HISTORY     - Date     Condition        Report By
 EC2502  HISTORY     - 1988     MONUMENTED       SCGS
 EC2502
 EC2502                          STATION DESCRIPTION
 EC2502
 EC2502'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2502'THE STATION IS LOCATED 3.3 MILES SOUTHWEST OF PAULINE AND 8.15 MILES
 EC2502'EAST-NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND
 EC2502'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2502'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2502'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 150
 EC2502'(2.7 MILES SOUTHEAST OF PAULINE), GO SOUTH-SOUTHEAST ON HIGHWAY 56
 EC2502'FOR 3.35 MILES TO THE JUNCTION OF STATE ROAD 236, TURN RIGHT ON ROAD
 EC2502'236 FOR 0.1 MILE TO THE JUNCTION OF STATE ROAD 111, TURN RIGHT ON
 EC2502'ROAD 111 FOR 3.95 MILES TO THE JUNCTION OF STATE ROAD 90 (RIDDLE
 EC2502'ROAD), CONTINUE ON ROAD 111 FOR 1.1 MILES TO THE MARK ON THE RIGHT
 EC2502'(0.35 MILE SOUTHEAST OF STATE ROAD 50).
 EC2502'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2502'THE ROAD, 29.7 FEET SOUTHEAST OF A REFERENCE WASHER IN A FENCE POST,
 EC2502'11.0 FEET SOUTH-SOUTHWEST OF THE CORNER OF A CHAIN LINK FENCE, 123.1
 EC2502'FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY TO A LARGE STEEL
 EC2502'EQUIPMENT STORAGE BUILDING, 26.4 FEET NORTH-NORTHEAST OF THE CENTER
 EC2502'OF THE ROAD, 10.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 EC2502'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2503 ***********************************************************************
 EC2503  DESIGNATION -  42 263
 EC2503  PID         -  EC2503
 EC2503  STATE/COUNTY-  SC/SPARTANBURG
 EC2503  USGS QUAD   -  MOORE (1983)
 EC2503
 EC2503                         *CURRENT SURVEY CONTROL
 EC2503  ___________________________________________________________________
 EC2503* NAD 83(2001)-  34 47 44.25629(N)    081 54 53.68541(W)     ADJUSTED  
 EC2503* NAVD 88     -       234.1    (meters)     768.     (feet)  VERT ANG  
 EC2503  ___________________________________________________________________
 EC2503  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EC2503  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 EC2503
 EC2503  HORZ ORDER  -  SECOND
 EC2503
 EC2503.The horizontal coordinates were established by classical geodetic methods
 EC2503.and adjusted by the National Geodetic Survey in March 2004..
 EC2503
 EC2503.The orthometric height was determined by vertical angle observations.
 EC2503
 EC2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2503
 EC2503.The geoid height was determined by GEOID03.
 EC2503
 EC2503;                    North         East     Units Scale Factor Converg.
 EC2503;SPC SC       -   328,893.800   525,874.368   MT  0.99998682   -0 30 26.0
 EC2503;SPC SC       - 1,079,047.90  1,725,309.61   iFT  0.99998682   -0 30 26.0
 EC2503;UTM  17      - 3,850,760.578   416,304.410   MT  0.99968634   -0 31 19.7
 EC2503
 EC2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2503!SPC SC       -   0.99996814  x   0.99998682  =   0.99995496
 EC2503!UTM  17      -   0.99996814  x   0.99968634  =   0.99965449
 EC2503
 EC2503                          SUPERSEDED SURVEY CONTROL
 EC2503
 EC2503  NAD 83(1986)-  34 47 44.26709(N)    081 54 53.68722(W) AD(       ) 2
 EC2503
 EC2503.Superseded values are not recommended for survey control.
 EC2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2503.See file dsdata.txt to determine how the superseded data were derived.
 EC2503
 EC2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1630450761(NAD 83)
 EC2503_MARKER: DD = SURVEY DISK
 EC2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2503_SP_SET: CONCRETE POST
 EC2503_STAMPING: 42 263 1988
 EC2503_MARK LOGO: SCGS  
 EC2503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2503+STABILITY: SURFACE MOTION
 EC2503
 EC2503  HISTORY     - Date     Condition        Report By
 EC2503  HISTORY     - 1988     MONUMENTED       SCGS
 EC2503
 EC2503                          STATION DESCRIPTION
 EC2503
 EC2503'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2503'THE STATION IS LOCATED ABOUT 3.35 MILES SOUTHWEST OF PAULINE AND 7.9
 EC2503'MILES EAST-NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT OF
 EC2503'HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO
 EC2503'BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2503'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2503'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2503'GO SOUTHEAST ON HIGHWAY 215 FOR 2.65 MILES TO THE JUNCTION OF STATE
 EC2503'ROAD 50 (WALNUT GROVE ROAD), BEAR RIGHT ON ROAD 50 FOR 3.85 MILE TO
 EC2503'THE JUNCTION OF STATE ROAD 231 AND THE MARK ON THE RIGHT IN THE
 EC2503'SOUTHWEST ANGLE AT THE ENTRANCE TO THE SOUTH SPARTANBURG YOUTH
 EC2503'ATHLETIC ASSOCIATION INC SPORTS COMPLEX.
 EC2503'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2503'THE HIGHWAY, 78.5 FEET EAST-NORTHEAST OF A REFERENCE WASHER IN A 24.0
 EC2503'INCH OAK TREE, 33.2 FEET WEST OF THE CENTER OF ROAD 50, 47.6 FEET
 EC2503'SOUTH OF THE CENTER OF ROAD 231, 3.6 FEET SOUTH OF THE EAST END OF A
 EC2503'CHAIN LINK FENCE USED AS A GATE, 53.9 FEET SOUTH-SOUTHWEST OF THE
 EC2503'EXTENDED CENTER OF ROAD 231 AT THE CENTER OF ROAD 50, AND 3.4 FEET
 EC2503'SOUTH OF A WITNESS POST.
 EC2503'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2504 ***********************************************************************
 EC2504  DESIGNATION -  42 264
 EC2504  PID         -  EC2504
 EC2504  STATE/COUNTY-  SC/SPARTANBURG
 EC2504  USGS QUAD   -  MOORE (1983)
 EC2504
 EC2504                         *CURRENT SURVEY CONTROL
 EC2504  ___________________________________________________________________
 EC2504* NAD 83(2001)-  34 47 13.33435(N)    081 55 01.69180(W)     ADJUSTED  
 EC2504* NAVD 88     -       231.3    (meters)     759.     (feet)  VERT ANG  
 EC2504  ___________________________________________________________________
 EC2504  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 EC2504  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 EC2504
 EC2504  HORZ ORDER  -  SECOND
 EC2504
 EC2504.The horizontal coordinates were established by classical geodetic methods
 EC2504.and adjusted by the National Geodetic Survey in March 2004..
 EC2504
 EC2504.The orthometric height was determined by vertical angle observations.
 EC2504
 EC2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2504
 EC2504.The geoid height was determined by GEOID03.
 EC2504
 EC2504;                    North         East     Units Scale Factor Converg.
 EC2504;SPC SC       -   327,942.772   525,662.394   MT  0.99998387   -0 30 30.5
 EC2504;SPC SC       - 1,075,927.73  1,724,614.15   iFT  0.99998387   -0 30 30.5
 EC2504;UTM  17      - 3,849,809.889   416,092.254   MT  0.99968677   -0 31 23.8
 EC2504
 EC2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2504!SPC SC       -   0.99996858  x   0.99998387  =   0.99995245
 EC2504!UTM  17      -   0.99996858  x   0.99968677  =   0.99965536
 EC2504
 EC2504                          SUPERSEDED SURVEY CONTROL
 EC2504
 EC2504  NAD 83(1986)-  34 47 13.34511(N)    081 55 01.69359(W) AD(       ) 2
 EC2504
 EC2504.Superseded values are not recommended for survey control.
 EC2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2504.See file dsdata.txt to determine how the superseded data were derived.
 EC2504
 EC2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1609249810(NAD 83)
 EC2504_MARKER: DD = SURVEY DISK
 EC2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2504_SP_SET: CONCRETE POST
 EC2504_STAMPING: 42 264 1988
 EC2504_MARK LOGO: SCGS  
 EC2504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2504+STABILITY: SURFACE MOTION
 EC2504
 EC2504  HISTORY     - Date     Condition        Report By
 EC2504  HISTORY     - 1988     MONUMENTED       SCGS
 EC2504
 EC2504                          STATION DESCRIPTION
 EC2504
 EC2504'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2504'THE STATION IS LOCATED 3.9 MILES SOUTHWEST OF PAULINE AND 7.55 MILES
 EC2504'EAST-NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND
 EC2504'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2504'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2504'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY
 EC2504'26 AND STATE ROAD 50 (WALNUT GROVE ROAD) (4.6 MILES EAST OF WOODRUFF)
 EC2504', GO EASTERLY ON ROAD 50 FOR 4.55 MILES TO THE MARK ON THE LEFT IN THE
 EC2504'NORTHEAST CORNER OF A SMALL CEMETARY (0.55 MILE SOUTH-SOUTHWEST OF
 EC2504'STATE ROAD 111).
 EC2504'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2504'THE ROAD, 126.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 EC2504'HOUSE, 83.8 FEET NORTHWEST OF A REFERENCE WASHER IN A POWER POLE WITH
 EC2504'TRANSFORMER NO. 25, 34.8 FEET EAST-NORTHEAST OF THE CENTER OF THE
 EC2504'JOHN GWIN HEADSTONE, 24.6 FEET WEST OF THE CENTER OF THE ROAD, 2.9
 EC2504'FEET WEST OF TELEPHONE JUNCTION BOX P49, 10.1 FEET EAST OF A WITNESS
 EC2504'POST.
 EC2504'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2505 ***********************************************************************
 EC2505  DESIGNATION -  42 267
 EC2505  PID         -  EC2505
 EC2505  STATE/COUNTY-  SC/SPARTANBURG
 EC2505  USGS QUAD   -  MOORE (1983)
 EC2505
 EC2505                         *CURRENT SURVEY CONTROL
 EC2505  ___________________________________________________________________
 EC2505* NAD 83(2001)-  34 45 26.72793(N)    081 55 29.58970(W)     ADJUSTED  
 EC2505* NAVD 88     -       181.8    (meters)     596.     (feet)  VERT ANG  
 EC2505  ___________________________________________________________________
 EC2505  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EC2505  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 EC2505
 EC2505  HORZ ORDER  -  SECOND
 EC2505
 EC2505.The horizontal coordinates were established by classical geodetic methods
 EC2505.and adjusted by the National Geodetic Survey in March 2004..
 EC2505
 EC2505.The orthometric height was determined by vertical angle observations.
 EC2505
 EC2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2505
 EC2505.The geoid height was determined by GEOID03.
 EC2505
 EC2505;                    North         East     Units Scale Factor Converg.
 EC2505;SPC SC       -   324,664.145   524,923.777   MT  0.99997391   -0 30 45.9
 EC2505;SPC SC       - 1,065,171.08  1,722,190.87   iFT  0.99997391   -0 30 45.9
 EC2505;UTM  17      - 3,846,532.407   415,353.011   MT  0.99968831   -0 31 38.3
 EC2505
 EC2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2505!SPC SC       -   0.99997634  x   0.99997391  =   0.99995025
 EC2505!UTM  17      -   0.99997634  x   0.99968831  =   0.99966466
 EC2505
 EC2505                          SUPERSEDED SURVEY CONTROL
 EC2505
 EC2505  NAD 83(1986)-  34 45 26.73903(N)    081 55 29.59265(W) AD(       ) 2
 EC2505
 EC2505.Superseded values are not recommended for survey control.
 EC2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2505.See file dsdata.txt to determine how the superseded data were derived.
 EC2505
 EC2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1535346532(NAD 83)
 EC2505_MARKER: DD = SURVEY DISK
 EC2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2505_SP_SET: CONCRETE POST
 EC2505_STAMPING: 42 267 1988
 EC2505_MARK LOGO: SCGS  
 EC2505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2505+STABILITY: SURFACE MOTION
 EC2505
 EC2505  HISTORY     - Date     Condition        Report By
 EC2505  HISTORY     - 1988     MONUMENTED       SCGS
 EC2505
 EC2505                          STATION DESCRIPTION
 EC2505
 EC2505'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2505'THE STATION IS LOCATED 5.8 MILES SOUTH-SOUTHWEST OF PAULINE AND 6.5
 EC2505'MILES EAST-NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT  OF
 EC2505'HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO
 EC2505'BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2505'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY
 EC2505'26 AND STATE ROAD 50 (WALNUT GROVE ROAD) (4.6 MILES EAST OF WOODRUFF)
 EC2505', GO EASTERLY ON ROAD 50 FOR 1.8 MILES TO THE TYGER RIVER BRIDGE,
 EC2505'CONTINUE ON ROAD 50 FOR O.2 MILE TO THE MARK ON THE LEFT NEAR A POWER
 EC2505'POLE.
 EC2505'THE STATION IS A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND
 EC2505'AND 1 FOOT ABOVE THE ROAD, 27.1 FEET NORTH-NORTHWEST OF THE CENTER OF
 EC2505'THE ROAD, 11.5 FEET SOUTHEAST OF A REFERENCE WASHER IN A POWER POLE,
 EC2505'27.9 FEET WEST OF A REFERENCE WASHER IN THE EDGE OF THE ROAD, 4.2
 EC2505'FEET EAST OF A WITNESS POST.
 EC2505'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2506 ***********************************************************************
 EC2506  DESIGNATION -  42 268
 EC2506  PID         -  EC2506
 EC2506  STATE/COUNTY-  SC/SPARTANBURG
 EC2506  USGS QUAD   -  MOORE (1983)
 EC2506
 EC2506                         *CURRENT SURVEY CONTROL
 EC2506  ___________________________________________________________________
 EC2506* NAD 83(2001)-  34 45 03.93703(N)    081 55 55.25575(W)     ADJUSTED  
 EC2506* NAVD 88     -       196.6    (meters)     645.     (feet)  VERT ANG  
 EC2506  ___________________________________________________________________
 EC2506  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EC2506  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 EC2506
 EC2506  HORZ ORDER  -  SECOND
 EC2506
 EC2506.The horizontal coordinates were established by classical geodetic methods
 EC2506.and adjusted by the National Geodetic Survey in March 2004..
 EC2506
 EC2506.The orthometric height was determined by vertical angle observations.
 EC2506
 EC2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2506
 EC2506.The geoid height was determined by GEOID03.
 EC2506
 EC2506;                    North         East     Units Scale Factor Converg.
 EC2506;SPC SC       -   323,967.742   524,264.737   MT  0.99997181   -0 31 00.2
 EC2506;SPC SC       - 1,062,886.29  1,720,028.66   iFT  0.99997181   -0 31 00.2
 EC2506;UTM  17      - 3,845,836.369   414,693.981   MT  0.99968969   -0 31 52.7
 EC2506
 EC2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2506!SPC SC       -   0.99997402  x   0.99997181  =   0.99994583
 EC2506!UTM  17      -   0.99997402  x   0.99968969  =   0.99966371
 EC2506
 EC2506                          SUPERSEDED SURVEY CONTROL
 EC2506
 EC2506  NAD 83(1986)-  34 45 03.94794(N)    081 55 55.25852(W) AD(       ) 2
 EC2506
 EC2506.Superseded values are not recommended for survey control.
 EC2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2506.See file dsdata.txt to determine how the superseded data were derived.
 EC2506
 EC2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1469445836(NAD 83)
 EC2506_MARKER: DD = SURVEY DISK
 EC2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2506_SP_SET: CONCRETE POST
 EC2506_STAMPING: 42 268 1988
 EC2506_MARK LOGO: SCGS  
 EC2506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2506+STABILITY: SURFACE MOTION
 EC2506
 EC2506  HISTORY     - Date     Condition        Report By
 EC2506  HISTORY     - 1988     MONUMENTED       SCGS
 EC2506
 EC2506                          STATION DESCRIPTION
 EC2506
 EC2506'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2506'THE STATION IS LOCATED 6.35 MILES SOUTH-SOUTHWEST OF PAULINE AND 6.0
 EC2506'MILES EAST-NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT  OF
 EC2506'HIGHWAYS AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO
 EC2506'BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2506'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY
 EC2506'26 AND STATE ROAD 50 (WALNUT GROVE ROAD) (4.6 MIEAST OF WOODRUFF), GO
 EC2506'EASTERLY ON ROAD 50 FOR 1.4 MILES TO THE MARK ON THE LEFT NEAR A
 EC2506'POWER POLE (0.4 MILE SOUTHWEST OF THE TYGER RIVER BRIDGE).
 EC2506'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2 FEET ABOVE
 EC2506'THE ROAD, 42.8 FEET NORTHWEST OF THE CENTER OF THE ROAD, 160.3 FEET
 EC2506'NORTH-NORTHEAST OF THE EXTENDED CENTER OF A CLOSED ROAD AT THE CENTER
 EC2506'OF ROAD 50, 4.6 FEET SOUTHEAST OF A REFERENCE WASHER IN A POWER POLE,
 EC2506'3.0 FEET NORTH-NORTHWEST OF A WITNESS POST.
 EC2506'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2507 ***********************************************************************
 EC2507  DESIGNATION -  42 269
 EC2507  PID         -  EC2507
 EC2507  STATE/COUNTY-  SC/SPARTANBURG
 EC2507  USGS QUAD   -  MOORE (1983)
 EC2507
 EC2507                         *CURRENT SURVEY CONTROL
 EC2507  ___________________________________________________________________
 EC2507* NAD 83(2001)-  34 48 19.44044(N)    081 55 03.38327(W)     ADJUSTED  
 EC2507* NAVD 88     -       233.6    (meters)     766.     (feet)  VERT ANG  
 EC2507  ___________________________________________________________________
 EC2507  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 EC2507  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EC2507
 EC2507  HORZ ORDER  -  SECOND
 EC2507
 EC2507.The horizontal coordinates were established by classical geodetic methods
 EC2507.and adjusted by the National Geodetic Survey in March 2004..
 EC2507
 EC2507.The orthometric height was determined by vertical angle observations.
 EC2507
 EC2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2507
 EC2507.The geoid height was determined by GEOID03.
 EC2507
 EC2507;                    North         East     Units Scale Factor Converg.
 EC2507;SPC SC       -   329,980.158   525,637.481   MT  0.99999019   -0 30 31.4
 EC2507;SPC SC       - 1,082,612.07  1,724,532.42   iFT  0.99999019   -0 30 31.4
 EC2507;UTM  17      - 3,851,846.671   416,067.879   MT  0.99968682   -0 31 25.7
 EC2507
 EC2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2507!SPC SC       -   0.99996823  x   0.99999019  =   0.99995842
 EC2507!UTM  17      -   0.99996823  x   0.99968682  =   0.99965506
 EC2507
 EC2507                          SUPERSEDED SURVEY CONTROL
 EC2507
 EC2507  NAD 83(1986)-  34 48 19.45123(N)    081 55 03.38493(W) AD(       ) 2
 EC2507
 EC2507.Superseded values are not recommended for survey control.
 EC2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2507.See file dsdata.txt to determine how the superseded data were derived.
 EC2507
 EC2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1606851847(NAD 83)
 EC2507_MARKER: DD = SURVEY DISK
 EC2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2507_SP_SET: CONCRETE POST
 EC2507_STAMPING: 42 269 1988
 EC2507_MARK LOGO: SCGS  
 EC2507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2507+STABILITY: SURFACE MOTION
 EC2507
 EC2507  HISTORY     - Date     Condition        Report By
 EC2507  HISTORY     - 1988     MONUMENTED       SCGS
 EC2507
 EC2507                          STATION DESCRIPTION
 EC2507
 EC2507'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2507'THE STATION IS LOCATED 3.2 MILES SOUTHWEST OF PAULINE AND 8.2 MILES
 EC2507'NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND
 EC2507'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2507'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2507'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2507'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2507'GO SOUTHEAST ON HIGHWAY 215 FOR 2.65 MILES TO THE JUNCTION OF STATE
 EC2507'ROAD 50 (WALNUT GROVE ROAD), BEAR RIGHT ON ROAD 50 FOR 2.05 TO THE
 EC2507'JUNCTION OF STATE ROAD 196, CONTINUE ON ROAD 50 FOR 1.1 MILES TO A
 EC2507'SHINGLE-SIDED HOUSE ON THE RIGHT AND A BRICK HOUSE AND THE MARK ON
 EC2507'THE LEFT NEAR A POWER POLE (0.1 MILE NORTH-NORTHWEST OF THE MOUNT
 EC2507'CALVARY PRESBYTERIAN CHURCH).
 EC2507'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2507'THE ROAD, 165.9 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRICK
 EC2507'HOUSE, 63.2 FEET NORTH-NORTHWEST OF THE CENTER OF A SAND DRIVEWAY
 EC2507'LEADING TO A HOUSE 0.05 MILE OFF THE ROAD, 17.4 FEET EAST-NORTHEAST
 EC2507'OF THE CENTER OF THE ROAD, 13.2 FEET SOUTH-SOUTHWEST OF THE POWER
 EC2507'POLE, 13.7 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 EC2507'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2508 ***********************************************************************
 EC2508  DESIGNATION -  42 270
 EC2508  PID         -  EC2508
 EC2508  STATE/COUNTY-  SC/SPARTANBURG
 EC2508  USGS QUAD   -  MOORE (1983)
 EC2508
 EC2508                         *CURRENT SURVEY CONTROL
 EC2508  ___________________________________________________________________
 EC2508* NAD 83(2001)-  34 48 30.76084(N)    081 55 10.23024(W)     ADJUSTED  
 EC2508* NAVD 88     -       234.5    (meters)     769.     (feet)  VERT ANG  
 EC2508  ___________________________________________________________________
 EC2508  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EC2508  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 EC2508
 EC2508  HORZ ORDER  -  SECOND
 EC2508
 EC2508.The horizontal coordinates were established by classical geodetic methods
 EC2508.and adjusted by the National Geodetic Survey in March 2004..
 EC2508
 EC2508.The orthometric height was determined by vertical angle observations.
 EC2508
 EC2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2508
 EC2508.The geoid height was determined by GEOID03.
 EC2508
 EC2508;                    North         East     Units Scale Factor Converg.
 EC2508;SPC SC       -   330,330.536   525,466.559   MT  0.99999128   -0 30 35.2
 EC2508;SPC SC       - 1,083,761.60  1,723,971.65   iFT  0.99999128   -0 30 35.2
 EC2508;UTM  17      - 3,852,196.987   415,897.101   MT  0.99968718   -0 31 29.7
 EC2508
 EC2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2508!SPC SC       -   0.99996809  x   0.99999128  =   0.99995937
 EC2508!UTM  17      -   0.99996809  x   0.99968718  =   0.99965528
 EC2508
 EC2508                          SUPERSEDED SURVEY CONTROL
 EC2508
 EC2508  NAD 83(1986)-  34 48 30.77164(N)    081 55 10.23186(W) AD(       ) 2
 EC2508
 EC2508.Superseded values are not recommended for survey control.
 EC2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2508.See file dsdata.txt to determine how the superseded data were derived.
 EC2508
 EC2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1589752197(NAD 83)
 EC2508_MARKER: DD = SURVEY DISK
 EC2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2508_SP_SET: CONCRETE POST
 EC2508_STAMPING: 42 270 1988
 EC2508_MARK LOGO: SCGS  
 EC2508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2508+STABILITY: SURFACE MOTION
 EC2508
 EC2508  HISTORY     - Date     Condition        Report By
 EC2508  HISTORY     - 1988     MONUMENTED       SCGS
 EC2508
 EC2508                          STATION DESCRIPTION
 EC2508
 EC2508'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2508'THE STATION IS LOCATED 3.2 MILES SOUTHWEST OF PAULINE AND 8.2 MILES
 EC2508'NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND
 EC2508'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2508'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2508'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2508'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2508'GO SOUTHEAST ON HIGHWAY 215 FOR 2.65 MILES TO THE JUNCTION OF STATE
 EC2508'ROAD 50 (WALNUT GROVE ROAD), BEAR RIGHT ON ROAD 50 FOR 2.05 MILE TO
 EC2508'THE JUNCTION OF STATE ROAD 196, CONTINUE ON ROAD 50 FOR 0.85 MILES TO
 EC2508'THE MARK ON THE LEFT AT A FENCED DRIVEWAY (0.15 MILE NORTH-NORTHWEST
 EC2508'OF THE WALNUT GROVE UNITED METHODIST CHURCH).
 EC2508'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2508'THE ROAD, 37.0 FEET WEST-NORTHWEST OF A LONE PINE TREE, 14.7 FEET
 EC2508'SOUTHWEST OF A REFERENCE WASHER IN A 17-INCH OAK TREE, 3.7 FEET
 EC2508'WEST-SOUTHWEST OF A WIRE FENCE LINE, 29.5 FEET EAST-NORTHEAST OF THE
 EC2508'CENTER OF THE ROAD, 17.3 FEET NORTHWEST OF A WITNESS POST.
 EC2508'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2509 ***********************************************************************
 EC2509  DESIGNATION -  42 271
 EC2509  PID         -  EC2509
 EC2509  STATE/COUNTY-  SC/SPARTANBURG
 EC2509  USGS QUAD   -  MOORE (1983)
 EC2509
 EC2509                         *CURRENT SURVEY CONTROL
 EC2509  ___________________________________________________________________
 EC2509* NAD 83(2001)-  34 49 24.42251(N)    081 55 26.01895(W)     ADJUSTED  
 EC2509* NAVD 88     -       235.4    (meters)     772.     (feet)  VERT ANG  
 EC2509  ___________________________________________________________________
 EC2509  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 EC2509  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 EC2509
 EC2509  HORZ ORDER  -  SECOND
 EC2509
 EC2509.The horizontal coordinates were established by classical geodetic methods
 EC2509.and adjusted by the National Geodetic Survey in March 2004..
 EC2509
 EC2509.The orthometric height was determined by vertical angle observations.
 EC2509
 EC2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2509
 EC2509.The geoid height was determined by GEOID03.
 EC2509
 EC2509;                    North         East     Units Scale Factor Converg.
 EC2509;SPC SC       -   331,987.671   525,080.063   MT  0.99999650   -0 30 43.9
 EC2509;SPC SC       - 1,089,198.40  1,722,703.62   iFT  0.99999650   -0 30 43.9
 EC2509;UTM  17      - 3,853,853.717   415,511.166   MT  0.99968798   -0 31 39.4
 EC2509
 EC2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2509!SPC SC       -   0.99996795  x   0.99999650  =   0.99996445
 EC2509!UTM  17      -   0.99996795  x   0.99968798  =   0.99965594
 EC2509
 EC2509                          SUPERSEDED SURVEY CONTROL
 EC2509
 EC2509  NAD 83(1986)-  34 49 24.43336(N)    081 55 26.02078(W) AD(       ) 2
 EC2509
 EC2509.Superseded values are not recommended for survey control.
 EC2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2509.See file dsdata.txt to determine how the superseded data were derived.
 EC2509
 EC2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1551153854(NAD 83)
 EC2509_MARKER: DD = SURVEY DISK
 EC2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2509_SP_SET: CONCRETE POST
 EC2509_STAMPING: 42 271 1988
 EC2509_MARK LOGO: SCGS  
 EC2509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2509+STABILITY: SURFACE MOTION
 EC2509
 EC2509  HISTORY     - Date     Condition        Report By
 EC2509  HISTORY     - 1988     MONUMENTED       SCGS
 EC2509
 EC2509                          STATION DESCRIPTION
 EC2509
 EC2509'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2509'THE STATION IS LOCATED 3.1 MILES WEST OF PAULINE AND 8.6 MILES
 EC2509'NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND
 EC2509'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2509'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2509'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2509'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MISOUTHEAST OF ROEBUCK), GO
 EC2509'SOUTHEAST ON HIGHWAY 215 FOR 2.65 MILES TO THE JUNCTION OF STATE ROAD
 EC2509'50 (WALNUT GROVE ROAD), BEAR RIGHT ON ROAD 50 FOR 1.7 MILES TO THE
 EC2509'MARK ON THE LEFT (0.35 MILE NORTH-NORTHEAST OF JUNCTION OF STATE ROAD
 EC2509'196).
 EC2509'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2509'THE ROAD, 112.9 FEET NORTH OF A REFERENCE WASHER IN A POWER POLE,
 EC2509'121.0 FEET SOUTH OF A REFERENCE WASHER IN ANOTHER POWER POLE, 17.9
 EC2509'FEET EAST OF THE CENTER OF THE ROAD, 9.4 FEET WEST OF A WITNESS POST.
 EC2509'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2510 ***********************************************************************
 EC2510  DESIGNATION -  42 272
 EC2510  PID         -  EC2510
 EC2510  STATE/COUNTY-  SC/SPARTANBURG
 EC2510  USGS QUAD   -  MOORE (1983)
 EC2510
 EC2510                         *CURRENT SURVEY CONTROL
 EC2510  ___________________________________________________________________
 EC2510* NAD 83(2001)-  34 49 44.52425(N)    081 55 24.81515(W)     ADJUSTED  
 EC2510* NAVD 88     -       241.3    (meters)     792.     (feet)  VERT ANG  
 EC2510  ___________________________________________________________________
 EC2510  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 EC2510  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 EC2510
 EC2510  HORZ ORDER  -  SECOND
 EC2510
 EC2510.The horizontal coordinates were established by classical geodetic methods
 EC2510.and adjusted by the National Geodetic Survey in March 2004..
 EC2510
 EC2510.The orthometric height was determined by vertical angle observations.
 EC2510
 EC2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2510
 EC2510.The geoid height was determined by GEOID03.
 EC2510
 EC2510;                    North         East     Units Scale Factor Converg.
 EC2510;SPC SC       -   332,606.825   525,116.189   MT  0.99999847   -0 30 43.3
 EC2510;SPC SC       - 1,091,229.74  1,722,822.14   iFT  0.99999847   -0 30 43.3
 EC2510;UTM  17      - 3,854,472.670   415,547.447   MT  0.99968790   -0 31 39.0
 EC2510
 EC2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2510!SPC SC       -   0.99996703  x   0.99999847  =   0.99996550
 EC2510!UTM  17      -   0.99996703  x   0.99968790  =   0.99965494
 EC2510
 EC2510                          SUPERSEDED SURVEY CONTROL
 EC2510
 EC2510  NAD 83(1986)-  34 49 44.53515(N)    081 55 24.81724(W) AD(       ) 2
 EC2510
 EC2510.Superseded values are not recommended for survey control.
 EC2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2510.See file dsdata.txt to determine how the superseded data were derived.
 EC2510
 EC2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1554754473(NAD 83)
 EC2510_MARKER: DD = SURVEY DISK
 EC2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2510_SP_SET: CONCRETE POST
 EC2510_STAMPING: 42 272 1988
 EC2510_MARK LOGO: SCGS  
 EC2510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2510+STABILITY: SURFACE MOTION
 EC2510
 EC2510  HISTORY     - Date     Condition        Report By
 EC2510  HISTORY     - 1988     MONUMENTED       SCGS
 EC2510
 EC2510                          STATION DESCRIPTION
 EC2510
 EC2510'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2510'THE STATION IS LOCATED 3.0 MILES WEST OF PAULINE AND 8.85 MILES
 EC2510'NORTHEAST OF WOODRUFF.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND
 EC2510'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2510'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2510'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2510'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2510'GO SOUTHEAST ON HIGHWAY 215 FOR 2.65 MILES TO THE JUNCTION OF STATE
 EC2510'ROAD 50 (WALNUT GROVE ROAD), BEAR RIGHT ON ROAD 50 FOR 1.3 MILES TO
 EC2510'THE MARK ON THE LEFT NEAR A FENCE CORNER (0.75 MILE NORTH-NORTHEAST
 EC2510'OF JUNCTION OF STATE ROAD 196).
 EC2510'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2510'THE ROAD, 98.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EC2510'SHINGLE-SIDED HOUSE, 32.2 FEET EAST OF THE CENTER OF THE ROAD, 18.5
 EC2510'FEET SOUTH OF A REFERENCE WASHER IN A POWER POLE, 6.4 FEET
 EC2510'NORTH-NORTHWEST OF A REFERENCE WASHER IN THE FENCE CORNER POST, 6.5
 EC2510'FEET NORTH-NORTHWEST OF A WITNESS POST.
 EC2510'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2511 ***********************************************************************
 EC2511  DESIGNATION -  42 273
 EC2511  PID         -  EC2511
 EC2511  STATE/COUNTY-  SC/SPARTANBURG
 EC2511  USGS QUAD   -  SPARTANBURG (1983)
 EC2511
 EC2511                         *CURRENT SURVEY CONTROL
 EC2511  ___________________________________________________________________
 EC2511* NAD 83(2001)-  34 53 38.50041(N)    081 53 40.67159(W)     ADJUSTED  
 EC2511* NAVD 88     -       222.5    (meters)     730.     (feet)  VERT ANG  
 EC2511  ___________________________________________________________________
 EC2511  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 EC2511  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 EC2511
 EC2511  HORZ ORDER  -  SECOND
 EC2511
 EC2511.The horizontal coordinates were established by classical geodetic methods
 EC2511.and adjusted by the National Geodetic Survey in March 2004..
 EC2511
 EC2511.The orthometric height was determined by vertical angle observations.
 EC2511
 EC2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2511
 EC2511.The geoid height was determined by GEOID03.
 EC2511
 EC2511;                    North         East     Units Scale Factor Converg.
 EC2511;SPC SC       -   339,793.588   527,824.833   MT  1.00002214   -0 29 45.5
 EC2511;SPC SC       - 1,114,808.36  1,731,708.77   iFT  1.00002214   -0 29 45.5
 EC2511;UTM  17      - 3,861,656.356   418,257.174   MT  0.99968235   -0 30 42.5
 EC2511
 EC2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2511!SPC SC       -   0.99997000  x   1.00002214  =   0.99999214
 EC2511!UTM  17      -   0.99997000  x   0.99968235  =   0.99965236
 EC2511
 EC2511                          SUPERSEDED SURVEY CONTROL
 EC2511
 EC2511  NAD 83(1986)-  34 53 38.51164(N)    081 53 40.67409(W) AD(       ) 2
 EC2511
 EC2511.Superseded values are not recommended for survey control.
 EC2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2511.See file dsdata.txt to determine how the superseded data were derived.
 EC2511
 EC2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1825761656(NAD 83)
 EC2511_MARKER: DD = SURVEY DISK
 EC2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2511_SP_SET: CONCRETE POST
 EC2511_STAMPING: 42 273 1988
 EC2511_MARK LOGO: SCGS  
 EC2511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2511+STABILITY: SURFACE MOTION
 EC2511
 EC2511  HISTORY     - Date     Condition        Report By
 EC2511  HISTORY     - 1988     MONUMENTED       SCGS
 EC2511
 EC2511                          STATION DESCRIPTION
 EC2511
 EC2511'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2511'THE STATION IS LOCATED 4.3 MILES SOUTHEAST OF SPARTANBURG AND 4.2
 EC2511'MILES EAST OF ROEBUCK.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND
 EC2511'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2511'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215
 EC2511'(3.2 MILES SOUTHEAST OF SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR
 EC2511'1.1 MILES TO THE JUNCTION OF STATE ROAD 88 (CAROLINA COUNTRY CLUB RD)
 EC2511', TURN RIGHT ON ROAD 88 FOR 1.0 MILE TO A CONCRETE DRIVEWAY AND THE
 EC2511'MARK IN THE NORTHEAST ANGLE.
 EC2511'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2511'THE ROAD, 11.6 FEET EAST-SOUTHEAST OF THE CENTER OF THE ROAD, 21 FEET
 EC2511'NORTH-NORTHEAST OF THE CENTER OF THE DRIVEWAY, 85.2 FEET
 EC2511'WEST-NORTHWEST OF THE NORTH CORNER OF A BRICK HOUSE, 33.5 FEET
 EC2511'SOUTH-SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 10 FEET NORTHWEST OF
 EC2511'A WITNESS POST.
 EC2511'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2512 ***********************************************************************
 EC2512  DESIGNATION -  42 274
 EC2512  PID         -  EC2512
 EC2512  STATE/COUNTY-  SC/SPARTANBURG
 EC2512  USGS QUAD   -  SPARTANBURG (1983)
 EC2512
 EC2512                         *CURRENT SURVEY CONTROL
 EC2512  ___________________________________________________________________
 EC2512* NAD 83(2001)-  34 53 26.97716(N)    081 53 48.90458(W)     ADJUSTED  
 EC2512* NAVD 88     -       213.7    (meters)     701.     (feet)  VERT ANG  
 EC2512  ___________________________________________________________________
 EC2512  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EC2512  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 EC2512
 EC2512  HORZ ORDER  -  SECOND
 EC2512
 EC2512.The horizontal coordinates were established by classical geodetic methods
 EC2512.and adjusted by the National Geodetic Survey in March 2004..
 EC2512
 EC2512.The orthometric height was determined by vertical angle observations.
 EC2512
 EC2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2512
 EC2512.The geoid height was determined by GEOID03.
 EC2512
 EC2512;                    North         East     Units Scale Factor Converg.
 EC2512;SPC SC       -   339,440.302   527,612.715   MT  1.00002094   -0 29 50.1
 EC2512;SPC SC       - 1,113,649.28  1,731,012.84   iFT  1.00002094   -0 29 50.1
 EC2512;UTM  17      - 3,861,303.249   418,045.030   MT  0.99968278   -0 30 47.1
 EC2512
 EC2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2512!SPC SC       -   0.99997139  x   1.00002094  =   0.99999233
 EC2512!UTM  17      -   0.99997139  x   0.99968278  =   0.99965418
 EC2512
 EC2512                          SUPERSEDED SURVEY CONTROL
 EC2512
 EC2512  NAD 83(1986)-  34 53 26.98825(N)    081 53 48.90670(W) AD(       ) 2
 EC2512
 EC2512.Superseded values are not recommended for survey control.
 EC2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2512.See file dsdata.txt to determine how the superseded data were derived.
 EC2512
 EC2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1804561303(NAD 83)
 EC2512_MARKER: DD = SURVEY DISK
 EC2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2512_SP_SET: CONCRETE POST
 EC2512_STAMPING: 42 274 1988
 EC2512_MARK LOGO: SCGS  
 EC2512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2512+STABILITY: SURFACE MOTION
 EC2512
 EC2512  HISTORY     - Date     Condition        Report By
 EC2512  HISTORY     - 1988     MONUMENTED       SCGS
 EC2512
 EC2512                          STATION DESCRIPTION
 EC2512
 EC2512'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2512'THE STATION IS LOCATED 4.5 MILES SOUTHEAST OF SPARTANBURG AND 4.0
 EC2512'MILES EAST OF ROEBUCK.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND
 EC2512'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2512'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2512'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 215
 EC2512'(3.2 MILES SOUTHEAST OF SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR
 EC2512'1.1 MILES TO THE JUNCTION OF STATE ROAD 88 (CAROLINA COUNTRY CLUB
 EC2512'ROAD), TURN RIGHT ON ROAD 88 FOR 1.2 MILES TO THE MARK ON THE LEFT.
 EC2512'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2512'THE ROAD, 12.0 FEET EAST-SOUTHEAST OF THE CENTER OF THE ROAD, 95 FEET
 EC2512'SOUTHWEST OF THE CENTER OF STEWART ROAD, 172.7 FEET EAST-NORTHEAST OF
 EC2512'A POWER POLE WITH FOUR GUY WIRES AND A TRANSFORMER, 18.5 FEET
 EC2512'NORTH-NORTHWEST OF AN 18-INCH ELM TREE, 15.4 FEET NORTHWEST OF A
 EC2512'WITNESS POST.
 EC2512'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2513 ***********************************************************************
 EC2513  DESIGNATION -  42 275
 EC2513  PID         -  EC2513
 EC2513  STATE/COUNTY-  SC/SPARTANBURG
 EC2513  USGS QUAD   -  SPARTANBURG (1983)
 EC2513
 EC2513                         *CURRENT SURVEY CONTROL
 EC2513  ___________________________________________________________________
 EC2513* NAD 83(2001)-  34 52 49.64136(N)    081 55 36.20505(W)     ADJUSTED  
 EC2513* NAVD 88     -       221.3    (meters)     726.     (feet)  VERT ANG  
 EC2513  ___________________________________________________________________
 EC2513  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 EC2513  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 EC2513
 EC2513  HORZ ORDER  -  SECOND
 EC2513
 EC2513.The horizontal coordinates were established by classical geodetic methods
 EC2513.and adjusted by the National Geodetic Survey in March 2004..
 EC2513
 EC2513.The orthometric height was determined by vertical angle observations.
 EC2513
 EC2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2513
 EC2513.The geoid height was determined by GEOID03.
 EC2513
 EC2513;                    North         East     Units Scale Factor Converg.
 EC2513;SPC SC       -   338,313.816   524,877.931   MT  1.00001709   -0 30 49.6
 EC2513;SPC SC       - 1,109,953.46  1,722,040.46   iFT  1.00001709   -0 30 49.6
 EC2513;UTM  17      - 3,860,177.902   415,310.844   MT  0.99968840   -0 31 48.0
 EC2513
 EC2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2513!SPC SC       -   0.99997019  x   1.00001709  =   0.99998728
 EC2513!UTM  17      -   0.99997019  x   0.99968840  =   0.99965860
 EC2513
 EC2513                          SUPERSEDED SURVEY CONTROL
 EC2513
 EC2513  NAD 83(1986)-  34 52 49.65277(N)    081 55 36.20644(W) AD(       ) 2
 EC2513
 EC2513.Superseded values are not recommended for survey control.
 EC2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2513.See file dsdata.txt to determine how the superseded data were derived.
 EC2513
 EC2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1531160178(NAD 83)
 EC2513_MARKER: DD = SURVEY DISK
 EC2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2513_SP_SET: CONCRETE POST
 EC2513_STAMPING: 42 275 1988
 EC2513_MARK LOGO: SCGS  
 EC2513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2513+STABILITY: SURFACE MOTION
 EC2513
 EC2513  HISTORY     - Date     Condition        Report By
 EC2513  HISTORY     - 1988     MONUMENTED       SCGS
 EC2513
 EC2513                          STATION DESCRIPTION
 EC2513
 EC2513'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2513'THE STATION IS LOCATED 4.7 MILES SOUTH OF SPARTANBURG AND 2.2 MILES
 EC2513'EAST OF ROEBUCK.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND PUBLIC
 EC2513'TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC
 EC2513'29202, PHONE 803-737-1350.
 EC2513'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2513'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2513'GO SOUTHEAST ON HIGHWAY 215 FOR 0.4 MILE TO THE JUNCTION OF STATE
 EC2513'ROAD 88 (CAROLINA COUNTRY CLUB ROAD), TURN LEFT ON ROAD 88 FOR 0.6
 EC2513'MILES TO THE JUNCTION OF STATE ROAD 500 (MCABEE ROAD), CONTINUE ON
 EC2513'ROAD 88 FOR 1.4 MILES TO THE MARK ON THE LEFT.
 EC2513'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2513'THE ROAD, 11.4 FEET NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 89.7
 EC2513'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN HOUSE, 56
 EC2513'FEET WEST-NORTHWEST OF A POWER POLE WITH A GUY WIRE AND A
 EC2513'TRANSFORMER, 100 FEET WEST-SOUTHWEST OF A DIRT DRIVEWAY, 5.5 FEET
 EC2513'SOUTH-SOUTHEAST OF A WITNESS POST.
 EC2513'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2514 ***********************************************************************
 EC2514  DESIGNATION -  42 276
 EC2514  PID         -  EC2514
 EC2514  STATE/COUNTY-  SC/SPARTANBURG
 EC2514  USGS QUAD   -  SPARTANBURG (1983)
 EC2514
 EC2514                         *CURRENT SURVEY CONTROL
 EC2514  ___________________________________________________________________
 EC2514* NAD 83(2001)-  34 52 45.38522(N)    081 55 53.69731(W)     ADJUSTED  
 EC2514* NAVD 88     -       234.3    (meters)     769.     (feet)  VERT ANG  
 EC2514  ___________________________________________________________________
 EC2514  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 EC2514  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EC2514
 EC2514  HORZ ORDER  -  SECOND
 EC2514
 EC2514.The horizontal coordinates were established by classical geodetic methods
 EC2514.and adjusted by the National Geodetic Survey in March 2004..
 EC2514
 EC2514.The orthometric height was determined by vertical angle observations.
 EC2514
 EC2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2514
 EC2514.The geoid height was determined by GEOID03.
 EC2514
 EC2514;                    North         East     Units Scale Factor Converg.
 EC2514;SPC SC       -   338,186.654   524,432.549   MT  1.00001665   -0 30 59.3
 EC2514;SPC SC       - 1,109,536.27  1,720,579.23   iFT  1.00001665   -0 30 59.3
 EC2514;UTM  17      - 3,860,050.909   414,865.572   MT  0.99968933   -0 31 57.9
 EC2514
 EC2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2514!SPC SC       -   0.99996814  x   1.00001665  =   0.99998479
 EC2514!UTM  17      -   0.99996814  x   0.99968933  =   0.99965748
 EC2514
 EC2514                          SUPERSEDED SURVEY CONTROL
 EC2514
 EC2514  NAD 83(1986)-  34 52 45.39675(N)    081 55 53.69865(W) AD(       ) 2
 EC2514
 EC2514.Superseded values are not recommended for survey control.
 EC2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2514.See file dsdata.txt to determine how the superseded data were derived.
 EC2514
 EC2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1486660051(NAD 83)
 EC2514_MARKER: DD = SURVEY DISK
 EC2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2514_SP_SET: CONCRETE POST
 EC2514_STAMPING: 42 276 1988
 EC2514_MARK LOGO: SCGS  
 EC2514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2514+STABILITY: SURFACE MOTION
 EC2514
 EC2514  HISTORY     - Date     Condition        Report By
 EC2514  HISTORY     - 1988     MONUMENTED       SCGS
 EC2514
 EC2514                          STATION DESCRIPTION
 EC2514
 EC2514'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2514'THE STATION IS LOCATED 4.8 MILES SOUTH OF SPARTANBURG AND 1.9 MILES
 EC2514'EAST OF ROEBUCK.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND PUBLIC
 EC2514'TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC
 EC2514'29202, PHONE 803-737-1350.
 EC2514'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 AND STATE
 EC2514'HIGHWAY 215 (EAST BLACKSTOCK ROAD) (0.6 MILE SOUTHEAST OF ROEBUCK),
 EC2514'GO SOUTHEAST ON HIGHWAY 215 FOR 0.4 MILE TO THE JUNCTION OF STATE
 EC2514'ROAD 88 (CAROLINA COUNTRY CLUB ROAD), TURN LEFT ON ROAD 88 FOR 0.6
 EC2514'MILES TO THE JUNCTION OF STATE ROAD 500 (MCABEE ROAD), CONTINUE ON
 EC2514'ROAD 88 FOR 1.1 MILES TO THE MARK ON THE LEFT.
 EC2514'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2514'THE ROAD, 11.5 FEET NORTH OF THE CENTER OF THE ROAD, 83.5 FEET EAST
 EC2514'OF A POWER POLE WITH A GUY WIRE, 150.8 FEET EAST-NORTHEAST OF A DIRT
 EC2514'DRIVEWAY ON THE SOUTH SIDE OF THE ROAD, 11.4 FEET SOUTH OF A WITNESS
 EC2514'POST.
 EC2514'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2515 ***********************************************************************
 EC2515  DESIGNATION -  42 277
 EC2515  PID         -  EC2515
 EC2515  STATE/COUNTY-  SC/SPARTANBURG
 EC2515  USGS QUAD   -  SPARTANBURG (1983)
 EC2515
 EC2515                         *CURRENT SURVEY CONTROL
 EC2515  ___________________________________________________________________
 EC2515* NAD 83(2001)-  34 53 10.58899(N)    081 54 31.27766(W)     ADJUSTED  
 EC2515* NAVD 88     -       181.5    (meters)     595.     (feet)  VERT ANG  
 EC2515  ___________________________________________________________________
 EC2515  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EC2515  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EC2515
 EC2515  HORZ ORDER  -  SECOND
 EC2515
 EC2515.The horizontal coordinates were established by classical geodetic methods
 EC2515.and adjusted by the National Geodetic Survey in March 2004..
 EC2515
 EC2515.The orthometric height was determined by vertical angle observations.
 EC2515
 EC2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2515
 EC2515.The geoid height was determined by GEOID03.
 EC2515
 EC2515;                    North         East     Units Scale Factor Converg.
 EC2515;SPC SC       -   338,944.688   526,532.378   MT  1.00001925   -0 30 13.6
 EC2515;SPC SC       - 1,112,023.25  1,727,468.43   iFT  1.00001925   -0 30 13.6
 EC2515;UTM  17      - 3,860,808.101   416,964.920   MT  0.99968498   -0 31 11.1
 EC2515
 EC2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2515!SPC SC       -   0.99997644  x   1.00001925  =   0.99999569
 EC2515!UTM  17      -   0.99997644  x   0.99968498  =   0.99966143
 EC2515
 EC2515                          SUPERSEDED SURVEY CONTROL
 EC2515
 EC2515  NAD 83(1986)-  34 53 10.59987(N)    081 54 31.27935(W) AD(       ) 2
 EC2515
 EC2515.Superseded values are not recommended for survey control.
 EC2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2515.See file dsdata.txt to determine how the superseded data were derived.
 EC2515
 EC2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1696560808(NAD 83)
 EC2515_MARKER: DD = SURVEY DISK
 EC2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2515_SP_SET: CONCRETE POST
 EC2515_STAMPING: 42 277 1988
 EC2515_MARK LOGO: SCGS  
 EC2515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2515+STABILITY: SURFACE MOTION
 EC2515
 EC2515  HISTORY     - Date     Condition        Report By
 EC2515  HISTORY     - 1988     MONUMENTED       SCGS
 EC2515  HISTORY     - 19890123 GOOD             SCGS
 EC2515
 EC2515                          STATION DESCRIPTION
 EC2515
 EC2515'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2515'THE STATION IS LOCATED ABOUT 3.3 MILES EAST OF ROEBUCK, 4.6 MILES
 EC2515'SOUTH-SOUTHEAST OF SPARTANBURG.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS
 EC2515'AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2515'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2515'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC2515'(3.7 MILES SOUTHEAST OF SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR
 EC2515'1.1 MILES TO THE JUNCTION OF STATE ROAD 88 (CAROLINA COUNTRY CLUB
 EC2515'ROAD), TURN RIGHT ON ROAD 88 FOR 2.0 MILES TO A ROAD RIGHT (BLANCHARD
 EC2515'ROAD) AND THE MARK ON THE LEFT.
 EC2515'THE STATION IS A CONCRETE POST PROJECTING 1 INCH AND LEVEL WITH THE
 EC2515'ROAD, 12.8 FEET SOUTH-SOUTHEAST OF THE CENTER OF ROAD 88, 25.6 FEET
 EC2515'EAST-SOUTHEAST OF THE CENTER OF BLANCHARD ROAD AT THE EDGE OF ROAD
 EC2515'88, 92.2 FEET SOUTHWEST OF A POWER POLE WITH THREE GUY WIRES, 157.7
 EC2515'FEET EAST-NORTHEAST OF A POWER POLE WITH THREE GUY WIRES.
 EC2515'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2516 ***********************************************************************
 EC2516  DESIGNATION -  42 278
 EC2516  PID         -  EC2516
 EC2516  STATE/COUNTY-  SC/SPARTANBURG
 EC2516  USGS QUAD   -  SPARTANBURG (1983)
 EC2516
 EC2516                         *CURRENT SURVEY CONTROL
 EC2516  ___________________________________________________________________
 EC2516* NAD 83(2001)-  34 53 02.96713(N)    081 54 39.81173(W)     ADJUSTED  
 EC2516* NAVD 88     -       189.2    (meters)     621.     (feet)  VERT ANG  
 EC2516  ___________________________________________________________________
 EC2516  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EC2516  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EC2516
 EC2516  HORZ ORDER  -  SECOND
 EC2516
 EC2516.The horizontal coordinates were established by classical geodetic methods
 EC2516.and adjusted by the National Geodetic Survey in March 2004..
 EC2516
 EC2516.The orthometric height was determined by vertical angle observations.
 EC2516
 EC2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2516
 EC2516.The geoid height was determined by GEOID03.
 EC2516
 EC2516;                    North         East     Units Scale Factor Converg.
 EC2516;SPC SC       -   338,711.724   526,313.608   MT  1.00001846   -0 30 18.3
 EC2516;SPC SC       - 1,111,258.94  1,726,750.68   iFT  1.00001846   -0 30 18.3
 EC2516;UTM  17      - 3,860,575.275   416,746.157   MT  0.99968542   -0 31 15.9
 EC2516
 EC2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2516!SPC SC       -   0.99997522  x   1.00001846  =   0.99999368
 EC2516!UTM  17      -   0.99997522  x   0.99968542  =   0.99966064
 EC2516
 EC2516                          SUPERSEDED SURVEY CONTROL
 EC2516
 EC2516  NAD 83(1986)-  34 53 02.97804(N)    081 54 39.81339(W) AD(       ) 2
 EC2516
 EC2516.Superseded values are not recommended for survey control.
 EC2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2516.See file dsdata.txt to determine how the superseded data were derived.
 EC2516
 EC2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1674660575(NAD 83)
 EC2516_MARKER: DD = SURVEY DISK
 EC2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2516_SP_SET: CONCRETE POST
 EC2516_STAMPING: 42 278 1988
 EC2516_MARK LOGO: SCGS  
 EC2516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2516+STABILITY: SURFACE MOTION
 EC2516
 EC2516  HISTORY     - Date     Condition        Report By
 EC2516  HISTORY     - 1988     MONUMENTED       SCGS
 EC2516  HISTORY     - 19890123 GOOD             SCGS
 EC2516
 EC2516                          STATION DESCRIPTION
 EC2516
 EC2516'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2516'THE STATION IS LOCATED 3.2 MILES EAST OF ROEBUCK, 4.6 MILES
 EC2516'SOUTH-SOUTHEAST OF SPARTANBURG.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS
 EC2516'AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2516'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2516'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC2516'(3.7 MILES SOUTHEAST) OF SPARTANBURG, GO SOUTHERLY ON HIGHWAY 56 FOR
 EC2516'1.1 MILES TO THE JUNCTION OF STATE ROAD 88 (CAROLINA COUNTRY CLUB
 EC2516'ROAD), TURN RIGHT ON ROAD 88 FOR 2.2 MILES TO THE MARK ON THE LEFT.
 EC2516'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2516'THE ROAD, 14.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 26.8
 EC2516'FEET NORTH OF A POWER POLE WITH THREE GUY WIRES AND A TRANSFORMER,
 EC2516'138 FEET WEST-SOUTHWEST OF A POWER POLE WITH THREE GUY WIRES, 210
 EC2516'FEET EAST OF A PAVED DRIVEWAY, 12.6 FEET NORTH-NORTHWEST OF A WITNESS
 EC2516'POST.
 EC2516'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2517 ***********************************************************************
 EC2517  DESIGNATION -  42 279
 EC2517  PID         -  EC2517
 EC2517  STATE/COUNTY-  SC/SPARTANBURG
 EC2517  USGS QUAD   -  PACOLET (1983)
 EC2517
 EC2517                         *CURRENT SURVEY CONTROL
 EC2517  ___________________________________________________________________
 EC2517* NAD 83(2001)-  34 53 35.45041(N)    081 52 08.09058(W)     ADJUSTED  
 EC2517* NAVD 88     -       209.0    (meters)     686.     (feet)  VERT ANG  
 EC2517  ___________________________________________________________________
 EC2517  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EC2517  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EC2517
 EC2517  HORZ ORDER  -  SECOND
 EC2517
 EC2517.The horizontal coordinates were established by classical geodetic methods
 EC2517.and adjusted by the National Geodetic Survey in March 2004..
 EC2517
 EC2517.The orthometric height was determined by vertical angle observations.
 EC2517
 EC2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2517
 EC2517.The geoid height was determined by GEOID03.
 EC2517
 EC2517;                    North         East     Units Scale Factor Converg.
 EC2517;SPC SC       -   339,679.543   530,174.685   MT  1.00002182   -0 28 54.2
 EC2517;SPC SC       - 1,114,434.20  1,739,418.26   iFT  1.00002182   -0 28 54.2
 EC2517;UTM  17      - 3,861,541.711   420,606.191   MT  0.99967769   -0 29 49.5
 EC2517
 EC2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2517!SPC SC       -   0.99997212  x   1.00002182  =   0.99999394
 EC2517!UTM  17      -   0.99997212  x   0.99967769  =   0.99964982
 EC2517
 EC2517                          SUPERSEDED SURVEY CONTROL
 EC2517
 EC2517  NAD 83(1986)-  34 53 35.46183(N)    081 52 08.09513(W) AD(       ) 2
 EC2517
 EC2517.Superseded values are not recommended for survey control.
 EC2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2517.See file dsdata.txt to determine how the superseded data were derived.
 EC2517
 EC2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2060661542(NAD 83)
 EC2517_MARKER: DD = SURVEY DISK
 EC2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2517_SP_SET: CONCRETE POST
 EC2517_STAMPING: 42 279 1988
 EC2517_MARK LOGO: SCGS  
 EC2517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2517+STABILITY: SURFACE MOTION
 EC2517
 EC2517  HISTORY     - Date     Condition        Report By
 EC2517  HISTORY     - 1988     MONUMENTED       SCGS
 EC2517
 EC2517                          STATION DESCRIPTION
 EC2517
 EC2517'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2517'THE STATION IS LOCATED 5.2 MILES SOUTHEAST OF SPARTANBURG AND 6.2
 EC2517'MILES WEST OF PACOLET.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2517'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202.
 EC2517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC2517'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR
 EC2517'2.25 MILES TO THE JUNCTION OF STATE ROAD 321 (DAIRY RIDGE ROAD) AND A
 EC2517'SIGN (CROFT STATE PARK), TURN LEFT ON ROAD 321 FOR 0.3 MILE TO THE
 EC2517'JUNCTION OF STATE ROAD 394, CONTINUE ON DAIRY RIDGE ROAD FOR 0.2 MILE
 EC2517'TO THE MARK ON THE LEFT IN A FIELD OF KUDZU.
 EC2517'THE STATION IS A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND
 EC2517'AND LEVEL WITH THE ROAD, 22.6 FEET NORTH-NORTHWEST OF THE CENTER OF
 EC2517'THE ROAD, 121.0 FEET NORTH-NORTHEAST OF A LARGE OAK TREE WITH A SMALL
 EC2517'STATE PARK SIGN, 100.5 FEET SOUTHWEST OF A LARGE PINE TREE WITH A
 EC2517'SMALL STATE PARK SIGN AND 2.7 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 EC2517'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2518 ***********************************************************************
 EC2518  DESIGNATION -  42 280
 EC2518  PID         -  EC2518
 EC2518  STATE/COUNTY-  SC/SPARTANBURG
 EC2518  USGS QUAD   -  PACOLET (1983)
 EC2518
 EC2518                         *CURRENT SURVEY CONTROL
 EC2518  ___________________________________________________________________
 EC2518* NAD 83(2001)-  34 53 48.09148(N)    081 51 38.30363(W)     ADJUSTED  
 EC2518* NAVD 88     -       225.6    (meters)     740.     (feet)  VERT ANG  
 EC2518  ___________________________________________________________________
 EC2518  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 EC2518  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EC2518
 EC2518  HORZ ORDER  -  SECOND
 EC2518
 EC2518.The horizontal coordinates were established by classical geodetic methods
 EC2518.and adjusted by the National Geodetic Survey in March 2004..
 EC2518
 EC2518.The orthometric height was determined by vertical angle observations.
 EC2518
 EC2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2518
 EC2518.The geoid height was determined by GEOID03.
 EC2518
 EC2518;                    North         East     Units Scale Factor Converg.
 EC2518;SPC SC       -   340,062.761   530,934.231   MT  1.00002314   -0 28 37.7
 EC2518;SPC SC       - 1,115,691.47  1,741,910.21   iFT  1.00002314   -0 28 37.7
 EC2518;UTM  17      - 3,861,924.593   421,365.578   MT  0.99967621   -0 29 32.6
 EC2518
 EC2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2518!SPC SC       -   0.99996952  x   1.00002314  =   0.99999266
 EC2518!UTM  17      -   0.99996952  x   0.99967621  =   0.99964574
 EC2518
 EC2518                          SUPERSEDED SURVEY CONTROL
 EC2518
 EC2518  NAD 83(1986)-  34 53 48.10282(N)    081 51 38.30827(W) AD(       ) 2
 EC2518
 EC2518.Superseded values are not recommended for survey control.
 EC2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2518.See file dsdata.txt to determine how the superseded data were derived.
 EC2518
 EC2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2136661925(NAD 83)
 EC2518_MARKER: DD = SURVEY DISK
 EC2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2518_SP_SET: CONCRETE POST
 EC2518_STAMPING: 42 280 1988
 EC2518_MARK LOGO: SCGS  
 EC2518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2518+STABILITY: SURFACE MOTION
 EC2518
 EC2518  HISTORY     - Date     Condition        Report By
 EC2518  HISTORY     - 1988     MONUMENTED       SCGS
 EC2518
 EC2518                          STATION DESCRIPTION
 EC2518
 EC2518'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2518'THE STATION IS LOCATED 5.4 MILES SOUTHEAST OF SPARTANBURG AND 5.7
 EC2518'MILES WEST OF PACOLET.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2518'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2518'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC2518'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO SOUTHERLY ON HIGHWAY 56 FOR
 EC2518'2.25 MILES TO THE JUNCTION OF STATE ROAD 321 (DAIRY RIDGE ROAD) AND A
 EC2518'SIGN (CROFT STATE PARK), TURN LEFT ON ROAD 321 FOR 0.3 MILE TO THE
 EC2518'JUNCTION OF STATE ROAD 394, CONTINUE ON DAIRY RIDGE ROAD FOR 0.7 MILE
 EC2518'TO THE MARK ON THE RIGHT.
 EC2518'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2518'THE ROAD, 159.0 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND
 EC2518'THREE GUY WIRES, 13.8 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD,
 EC2518'91.6 FEET EAST-NORTHEAST OF A PINE TREE WITH A REFERENCE WASHER AND
 EC2518'11.4 FEET NORTH-NORTHWEST OF A WITNESS POST.
 EC2518'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2519 ***********************************************************************
 EC2519  DESIGNATION -  42 281
 EC2519  PID         -  EC2519
 EC2519  STATE/COUNTY-  SC/SPARTANBURG
 EC2519  USGS QUAD   -  PACOLET (1983)
 EC2519
 EC2519                         *CURRENT SURVEY CONTROL
 EC2519  ___________________________________________________________________
 EC2519* NAD 83(2001)-  34 54 46.50425(N)    081 50 22.74445(W)     ADJUSTED  
 EC2519* NAVD 88     -       233.6    (meters)     766.     (feet)  VERT ANG  
 EC2519  ___________________________________________________________________
 EC2519  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EC2519  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EC2519
 EC2519  HORZ ORDER  -  SECOND
 EC2519
 EC2519.The horizontal coordinates were established by classical geodetic methods
 EC2519.and adjusted by the National Geodetic Survey in March 2004..
 EC2519
 EC2519.The orthometric height was determined by vertical angle observations.
 EC2519
 EC2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2519
 EC2519.The geoid height was determined by GEOID03.
 EC2519
 EC2519;                    North         East     Units Scale Factor Converg.
 EC2519;SPC SC       -   341,847.035   532,867.257   MT  1.00002926   -0 27 55.8
 EC2519;SPC SC       - 1,121,545.39  1,748,252.16   iFT  1.00002926   -0 27 55.8
 EC2519;UTM  17      - 3,863,707.728   423,298.396   MT  0.99967251   -0 28 50.1
 EC2519
 EC2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2519!SPC SC       -   0.99996826  x   1.00002926  =   0.99999752
 EC2519!UTM  17      -   0.99996826  x   0.99967251  =   0.99964078
 EC2519
 EC2519                          SUPERSEDED SURVEY CONTROL
 EC2519
 EC2519  NAD 83(1986)-  34 54 46.51558(N)    081 50 22.74908(W) AD(       ) 2
 EC2519
 EC2519.Superseded values are not recommended for survey control.
 EC2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2519.See file dsdata.txt to determine how the superseded data were derived.
 EC2519
 EC2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2329863708(NAD 83)
 EC2519_MARKER: DD = SURVEY DISK
 EC2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2519_SP_SET: CONCRETE POST
 EC2519_STAMPING: 42 281 1988
 EC2519_MARK LOGO: SCGS  
 EC2519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2519+STABILITY: SURFACE MOTION
 EC2519
 EC2519  HISTORY     - Date     Condition        Report By
 EC2519  HISTORY     - 1988     MONUMENTED       SCGS
 EC2519
 EC2519                          STATION DESCRIPTION
 EC2519
 EC2519'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2519'THE STATION IS LOCATED 4.6 MILES WEST-NORTHWEST OF PACOLET AND 5.8
 EC2519'MILES SOUTHWEST OF SPARTANBURG. OWNERSHIP--SC DEPARTMENT OF HIGHWAYS
 EC2519'AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2519'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2519'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC2519'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO EASTERLY ON HIGHWAY 295 FOR
 EC2519'3.0 MILES TO A ROAD RIGHT (DAIRY RIDGE ROAD) AND THE MARK ON THE
 EC2519'LEFT.
 EC2519'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2519'THE HIGHWAY, 15.0 FEET EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY,
 EC2519'34.0 FEET SOUTHEAST OF THE CENTER OF A PAVED DEAD END ROAD CROSSING
 EC2519'THE SOUTHERN RAILWAY TRACKS, 34.5 FEET WEST-SOUTHWEST OF THE
 EC2519'SOUTHWESTERN-MOST RAIL OF THE TRACKS, 36.5 FEET WEST OF A POWER POLE
 EC2519'WITH A REFERENCE WASHER ATTACHED AND 7.0 FEET SOUTHWEST OF A WITNESS
 EC2519'POST.
 EC2519'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2520 ***********************************************************************
 EC2520  DESIGNATION -  42 282
 EC2520  PID         -  EC2520
 EC2520  STATE/COUNTY-  SC/SPARTANBURG
 EC2520  USGS QUAD   -  PACOLET (1983)
 EC2520
 EC2520                         *CURRENT SURVEY CONTROL
 EC2520  ___________________________________________________________________
 EC2520* NAD 83(2001)-  34 54 55.94649(N)    081 50 33.13850(W)     ADJUSTED  
 EC2520* NAVD 88     -       229.7    (meters)     754.     (feet)  VERT ANG  
 EC2520  ___________________________________________________________________
 EC2520  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EC2520  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EC2520
 EC2520  HORZ ORDER  -  SECOND
 EC2520
 EC2520.The horizontal coordinates were established by classical geodetic methods
 EC2520.and adjusted by the National Geodetic Survey in March 2004..
 EC2520
 EC2520.The orthometric height was determined by vertical angle observations.
 EC2520
 EC2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2520
 EC2520.The geoid height was determined by GEOID03.
 EC2520
 EC2520;                    North         East     Units Scale Factor Converg.
 EC2520;SPC SC       -   342,140.157   532,605.781   MT  1.00003026   -0 28 01.6
 EC2520;SPC SC       - 1,122,507.08  1,747,394.29   iFT  1.00003026   -0 28 01.6
 EC2520;UTM  17      - 3,864,000.815   423,037.090   MT  0.99967300   -0 28 56.2
 EC2520
 EC2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2520!SPC SC       -   0.99996888  x   1.00003026  =   0.99999914
 EC2520!UTM  17      -   0.99996888  x   0.99967300  =   0.99964189
 EC2520
 EC2520                          SUPERSEDED SURVEY CONTROL
 EC2520
 EC2520  NAD 83(1986)-  34 54 55.95782(N)    081 50 33.14307(W) AD(       ) 2
 EC2520
 EC2520.Superseded values are not recommended for survey control.
 EC2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2520.See file dsdata.txt to determine how the superseded data were derived.
 EC2520
 EC2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2303764001(NAD 83)
 EC2520_MARKER: DD = SURVEY DISK
 EC2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2520_SP_SET: CONCRETE POST
 EC2520_STAMPING: 42 282 1988
 EC2520_MARK LOGO: SCGS  
 EC2520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2520+STABILITY: SURFACE MOTION
 EC2520
 EC2520  HISTORY     - Date     Condition        Report By
 EC2520  HISTORY     - 1988     MONUMENTED       SCGS
 EC2520
 EC2520                          STATION DESCRIPTION
 EC2520
 EC2520'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2520'THE STATION IS LOCATED 4.8 MILES WEST-NORTHWEST OF PACOLET AND 5.6
 EC2520'MILES SOUTHWEST OF SPARTANBURG.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS
 EC2520'AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2520'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2520'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC2520'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO EASTERLY ON HIGHWAY 295 FOR
 EC2520'2.7 MILES TO THE MARK ON THE LEFT.
 EC2520'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2520'THE HIGHWAY, 14.9 FEET NORTHEAST OF THE CENTER OF THE ROAD, 51.0 FEET
 EC2520'SOUTHWEST OF THE SOUTHWESTERN-MOST RAIL OF THE SOUTHERN RAILWAY
 EC2520'TRACKS, 56.8 FEET NORTH-NORTHEAST OF  POWER POLE NO. 58, 115.8 FEET
 EC2520'EAST OF A WOODEN FENCE CORNER POST AND 8.5 FEET SOUTHWEST OF A
 EC2520'WITNESS POST.
 EC2520'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2521 ***********************************************************************
 EC2521  DESIGNATION -  42 283
 EC2521  PID         -  EC2521
 EC2521  STATE/COUNTY-  SC/SPARTANBURG
 EC2521  USGS QUAD   -  PACOLET (1983)
 EC2521
 EC2521                         *CURRENT SURVEY CONTROL
 EC2521  ___________________________________________________________________
 EC2521* NAD 83(2001)-  34 55 25.96352(N)    081 51 32.86721(W)     ADJUSTED  
 EC2521* NAVD 88     -       234.4    (meters)     769.     (feet)  VERT ANG  
 EC2521  ___________________________________________________________________
 EC2521  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EC2521  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EC2521
 EC2521  HORZ ORDER  -  SECOND
 EC2521
 EC2521.The horizontal coordinates were established by classical geodetic methods
 EC2521.and adjusted by the National Geodetic Survey in March 2004..
 EC2521
 EC2521.The orthometric height was determined by vertical angle observations.
 EC2521
 EC2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2521
 EC2521.The geoid height was determined by GEOID03.
 EC2521
 EC2521;                    North         East     Units Scale Factor Converg.
 EC2521;SPC SC       -   343,077.655   531,097.332   MT  1.00003345   -0 28 34.7
 EC2521;SPC SC       - 1,125,582.86  1,742,445.31   iFT  1.00003345   -0 28 34.7
 EC2521;UTM  17      - 3,864,938.381   421,529.431   MT  0.99967589   -0 29 30.7
 EC2521
 EC2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2521!SPC SC       -   0.99996814  x   1.00003345  =   1.00000159
 EC2521!UTM  17      -   0.99996814  x   0.99967589  =   0.99964404
 EC2521
 EC2521:                Primary Azimuth Mark                     Grid Az
 EC2521:SPC SC       -  TP SPA 187                               114 49 12.6
 EC2521:UTM  17      -  TP SPA 187                               114 50 08.6
 EC2521
 EC2521|---------------------------------------------------------------------|
 EC2521| PID    Reference Object                     Distance      Geod. Az  |
 EC2521|                                                           dddmmss.s |
 EC2521| EC2629 TP SPA 187                          404.358 METERS 1142037.9 |
 EC2521| EC1825 SPARTANBURG CAMP CROFT SP 1982      430.998 METERS 1363505.7 |
 EC2521|---------------------------------------------------------------------|
 EC2521
 EC2521                          SUPERSEDED SURVEY CONTROL
 EC2521
 EC2521  NAD 83(1986)-  34 55 25.97495(N)    081 51 32.87140(W) AD(       ) 2
 EC2521
 EC2521.Superseded values are not recommended for survey control.
 EC2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2521.See file dsdata.txt to determine how the superseded data were derived.
 EC2521
 EC2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2152964938(NAD 83)
 EC2521_MARKER: DD = SURVEY DISK
 EC2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2521_SP_SET: CONCRETE POST
 EC2521_STAMPING: 42 283 1988
 EC2521_MARK LOGO: SCGS  
 EC2521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2521+STABILITY: SURFACE MOTION
 EC2521
 EC2521  HISTORY     - Date     Condition        Report By
 EC2521  HISTORY     - 1988     MONUMENTED       SCGS
 EC2521
 EC2521                          STATION DESCRIPTION
 EC2521
 EC2521'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2521'THE STATION IS LOCATED 4.5 MILES EAST-SOUTHEAST OF SPARTANBURG AND 5.9
 EC2521'MILES WEST-NORTHWEST OF PACOLET. OWNERSHIP--SC DEPARTMENT OF HIGHWAYS
 EC2521'AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2521'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2521'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC2521'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO EASTERLY ON HIGHWAY 295 FOR
 EC2521'1.6 MILES TO A PAIR OF UNDERGROUND PIPELINE WARNING POSTS ON THE LEFT
 EC2521'AND THE MARK JUST BEYOND.
 EC2521'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.3 FOOT
 EC2521'ABOVE THE HIGHWAY, 15.5 FEET NORTH OF THE CENTER OF THE WESTBOUND
 EC2521'LANES OF THE HIGHWAY, 15.0 FEET WEST OF A POWER POLE WITH 2 GUY
 EC2521'WIRES, 48.0 FEET EAST OF THE EAST WARNING POST AND 3.0 FEET SOUTH OF
 EC2521'A WITNESS POST.
 EC2521'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2522 ***********************************************************************
 EC2522  DESIGNATION -  42 284
 EC2522  PID         -  EC2522
 EC2522  STATE/COUNTY-  SC/SPARTANBURG
 EC2522  USGS QUAD   -  PACOLET (1983)
 EC2522
 EC2522                         *CURRENT SURVEY CONTROL
 EC2522  ___________________________________________________________________
 EC2522* NAD 83(2001)-  34 55 25.28235(N)    081 51 57.16173(W)     ADJUSTED  
 EC2522* NAVD 88     -       243.9    (meters)     800.     (feet)  VERT ANG  
 EC2522  ___________________________________________________________________
 EC2522  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EC2522  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EC2522
 EC2522  HORZ ORDER  -  SECOND
 EC2522
 EC2522.The horizontal coordinates were established by classical geodetic methods
 EC2522.and adjusted by the National Geodetic Survey in March 2004..
 EC2522
 EC2522.The orthometric height was determined by vertical angle observations.
 EC2522
 EC2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2522
 EC2522.The geoid height was determined by GEOID03.
 EC2522
 EC2522;                    North         East     Units Scale Factor Converg.
 EC2522;SPC SC       -   343,061.810   530,480.530   MT  1.00003337   -0 28 48.2
 EC2522;SPC SC       - 1,125,530.87  1,740,421.69   iFT  1.00003337   -0 28 48.2
 EC2522;UTM  17      - 3,864,922.710   420,912.846   MT  0.99967709   -0 29 44.6
 EC2522
 EC2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2522!SPC SC       -   0.99996666  x   1.00003337  =   1.00000003
 EC2522!UTM  17      -   0.99996666  x   0.99967709  =   0.99964376
 EC2522
 EC2522                          SUPERSEDED SURVEY CONTROL
 EC2522
 EC2522  NAD 83(1986)-  34 55 25.29385(N)    081 51 57.16585(W) AD(       ) 2
 EC2522
 EC2522.Superseded values are not recommended for survey control.
 EC2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2522.See file dsdata.txt to determine how the superseded data were derived.
 EC2522
 EC2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2091364923(NAD 83)
 EC2522_MARKER: DD = SURVEY DISK
 EC2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2522_SP_SET: CONCRETE POST
 EC2522_STAMPING: 42 284 1988
 EC2522_MARK LOGO: SCGS  
 EC2522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2522+STABILITY: SURFACE MOTION
 EC2522
 EC2522  HISTORY     - Date     Condition        Report By
 EC2522  HISTORY     - 1988     MONUMENTED       SCGS
 EC2522
 EC2522                          STATION DESCRIPTION
 EC2522
 EC2522'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2522'THE STATION IS LOCATED 4.1 MILES EAST-SOUTHEAST OF SPARTANBURG AND 6.3
 EC2522'MILES WEST-NORTHWEST OF PACOLET. OWNERSHIP--SC DEPARTMENT OF HIGHWAYS
 EC2522'AND PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2522'COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2522'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 295
 EC2522'(3.1 MILES SOUTHEAST OF SPARTANBURG), GO EASTERLY ON HIGHWAY 295 FOR
 EC2522'1.2 MILES TO A WAREHOUSE ON THE RIGHT AND THE MARK ON THE LEFT IN
 EC2522'LINE WITH THE EAST WALL.
 EC2522'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.3 FOOT
 EC2522'ABOVE THE HIGHWAY, 14.4 FEET NORTH OF THE CENTER OF THE WESTBOUND
 EC2522'LANES OF THE HIGHWAY, 19.7 FEET SOUTH OF THE SOUTHERN-MOST RAIL OF
 EC2522'THE SOUTHERN RAILWAY TRACKS, 88.7 FEET EAST OF A POWER POLE WITH A
 EC2522'REFERENCE WASHER ATTACHED, 72.3 FEET WEST OF ANOTHER POWER POLE WITH
 EC2522'A REFERENCE WASHER ATTACHED AND 2.0 FEET SOUTH OF A WITNESS POST.
 EC2522'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2523 ***********************************************************************
 EC2523  DESIGNATION -  42 285
 EC2523  PID         -  EC2523
 EC2523  STATE/COUNTY-  SC/SPARTANBURG
 EC2523  USGS QUAD   -  PACOLET (1983)
 EC2523
 EC2523                         *CURRENT SURVEY CONTROL
 EC2523  ___________________________________________________________________
 EC2523* NAD 83(2001)-  34 54 31.11848(N)    081 49 47.47585(W)     ADJUSTED  
 EC2523* NAVD 88     -       232.1    (meters)     761.     (feet)  VERT ANG  
 EC2523  ___________________________________________________________________
 EC2523  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EC2523  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EC2523
 EC2523  HORZ ORDER  -  SECOND
 EC2523
 EC2523.The horizontal coordinates were established by classical geodetic methods
 EC2523.and adjusted by the National Geodetic Survey in March 2004..
 EC2523
 EC2523.The orthometric height was determined by vertical angle observations.
 EC2523
 EC2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2523
 EC2523.The geoid height was determined by GEOID03.
 EC2523
 EC2523;                    North         East     Units Scale Factor Converg.
 EC2523;SPC SC       -   341,365.672   533,758.728   MT  1.00002764   -0 27 36.3
 EC2523;SPC SC       - 1,119,966.12  1,751,176.93   iFT  1.00002764   -0 27 36.3
 EC2523;UTM  17      - 3,863,226.304   424,189.423   MT  0.99967083   -0 28 29.7
 EC2523
 EC2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2523!SPC SC       -   0.99996850  x   1.00002764  =   0.99999614
 EC2523!UTM  17      -   0.99996850  x   0.99967083  =   0.99963934
 EC2523
 EC2523:                Primary Azimuth Mark                     Grid Az
 EC2523:SPC SC       -  CROFT ST PARK TV STA WRET MAST           162 01 42.7
 EC2523:UTM  17      -  CROFT ST PARK TV STA WRET MAST           162 02 36.1
 EC2523
 EC2523|---------------------------------------------------------------------|
 EC2523| PID    Reference Object                     Distance      Geod. Az  |
 EC2523|                                                           dddmmss.s |
 EC2523| EC2528 CROFT ST PARK TV STA WRET MAST      APPROX. 2.6 KM 1613406.4 |
 EC2523| EC2631 TP SPA 189                           97.345 METERS 27208     |
 EC2523|---------------------------------------------------------------------|
 EC2523
 EC2523                          SUPERSEDED SURVEY CONTROL
 EC2523
 EC2523  NAD 83(1986)-  34 54 31.13004(N)    081 49 47.48051(W) AD(       ) 2
 EC2523
 EC2523.Superseded values are not recommended for survey control.
 EC2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2523.See file dsdata.txt to determine how the superseded data were derived.
 EC2523
 EC2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2418963226(NAD 83)
 EC2523_MARKER: DD = SURVEY DISK
 EC2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2523_SP_SET: CONCRETE POST
 EC2523_STAMPING: 42 285 1988
 EC2523_MARK LOGO: SCGS  
 EC2523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2523+STABILITY: SURFACE MOTION
 EC2523
 EC2523  HISTORY     - Date     Condition        Report By
 EC2523  HISTORY     - 1988     MONUMENTED       SCGS
 EC2523
 EC2523                          STATION DESCRIPTION
 EC2523
 EC2523'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2523'THE STATION IS LOCATED 4.0 MILES WEST OF PACOLET AND 6.4 MILES
 EC2523'SOUTHEAST OF SPARTANBURG.  OWNERSHIP--SC DEPARTMENT OF HIGHWAYS AND
 EC2523'PUBLIC TRANSPORTATION, DIRECTOR OF PRECONSTRUCTION, PO BOX 191,
 EC2523'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176/STATE
 EC2523'HIGHWAY 9 AND STATE HIGHWAY 295 (2.1 MILES WEST-NORTHWEST OF PACOLET)
 EC2523', GO WESTERLY ON HIGHWAY 295 FOR 2.2 MILES TO THE JUNCTION OF STATE
 EC2523'ROAD 30 AND A RAILROAD CROSSING ON THE RIGHT AND THE MARK IN THE
 EC2523'NORTH ANGLE OF THE CROSSING.
 EC2523'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2523'THE ROAD, 58.0 FEET NORTH-NORTHEAST OF THE NORTHEAST RAIL OF THE
 EC2523'TRACKS, 21.6 FEET NORTHWEST OF THE CENTER OF ROAD 30, 115.7 FEET
 EC2523'NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY, 47.8 FEET SOUTH OF AN
 EC2523'8-INCH PINE TREE WITH A REFERENCE WASHER ATTACHED, 1.7 FEET SOUTHEAST
 EC2523'OF A WITNESS POST.
 EC2523'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2469 ***********************************************************************
 EC2469  DESIGNATION -  42 286
 EC2469  PID         -  EC2469
 EC2469  STATE/COUNTY-  SC/SPARTANBURG
 EC2469  USGS QUAD   -  PACOLET (1983)
 EC2469
 EC2469                         *CURRENT SURVEY CONTROL
 EC2469  ___________________________________________________________________
 EC2469* NAD 83(2001)-  34 54 12.90197(N)    081 49 05.19404(W)     ADJUSTED  
 EC2469* NAVD 88     -       237.342  (meters)     778.68   (feet)  ADJUSTED  
 EC2469  ___________________________________________________________________
 EC2469  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EC2469  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC2469  DYNAMIC HT  -         237.107 (meters)     777.91  (feet)  COMP
 EC2469  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 EC2469
 EC2469  HORZ ORDER  -  SECOND
 EC2469  VERT ORDER  -  FIRST     CLASS II
 EC2469
 EC2469.The horizontal coordinates were established by classical geodetic methods
 EC2469.and adjusted by the National Geodetic Survey in March 2004..
 EC2469
 EC2469.The orthometric height was determined by differential leveling
 EC2469.and adjusted by the National Geodetic Survey in June 1991..
 EC2469
 EC2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2469
 EC2469.The geoid height was determined by GEOID03.
 EC2469
 EC2469.The dynamic height is computed by dividing the NAVD 88
 EC2469.geopotential number by the normal gravity value computed on the
 EC2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC2469.degrees latitude (g = 980.6199 gals.).
 EC2469
 EC2469.The modeled gravity was interpolated from observed gravity values.
 EC2469
 EC2469;                    North         East     Units Scale Factor Converg.
 EC2469;SPC SC       -   340,795.750   534,827.645   MT  1.00002573   -0 27 12.8
 EC2469;SPC SC       - 1,118,096.29  1,754,683.87   iFT  1.00002573   -0 27 12.8
 EC2469;UTM  17      - 3,862,656.311   425,257.812   MT  0.99966885   -0 28 05.3
 EC2469
 EC2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2469!SPC SC       -   0.99996768  x   1.00002573  =   0.99999341
 EC2469!UTM  17      -   0.99996768  x   0.99966885  =   0.99963654
 EC2469
 EC2469                          SUPERSEDED SURVEY CONTROL
 EC2469
 EC2469  NAD 83(1986)-  34 54 12.91412(N)    081 49 05.19850(W) AD(       ) 2
 EC2469  NAVD 88 (10/01/92)  237.34   (m)          778.7    (f) LEVELING    3  
 EC2469  NAVD 88 (07/30/91)  237.78   (m)          780.1    (f) LEVELING    3  
 EC2469  NGVD 29 (09/16/91)  237.458  (m)          779.06   (f) ADJUSTED    1 2
 EC2469
 EC2469.Superseded values are not recommended for survey control.
 EC2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2469.See file dsdata.txt to determine how the superseded data were derived.
 EC2469
 EC2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2525862656(NAD 83)
 EC2469_MARKER: DD = SURVEY DISK
 EC2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2469_SP_SET: CONCRETE POST
 EC2469_STAMPING: 42 286 1988
 EC2469_MARK LOGO: SCGS  
 EC2469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2469+STABILITY: SURFACE MOTION
 EC2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2469+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC2469
 EC2469  HISTORY     - Date     Condition        Report By
 EC2469  HISTORY     - 1988     MONUMENTED       SCGS
 EC2469
 EC2469                          STATION DESCRIPTION
 EC2469
 EC2469'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2469'THE STATION IS LOCATED 3.3 MILES WEST OF PACOLET AND 7.2 MILES
 EC2469'SOUTHEAST OF SPARTANBURG. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2469'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 EC2469'803-737-1350.
 EC2469'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 295 AND
 EC2469'U.S. HIGHWAY 176 (2.15 MILES WEST NORTHWEST OF PACOLET), GO WESTERLY
 EC2469'ON HIGHWAY 295 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD 359 IN
 EC2469'WHITE STONE, CONTINUE ON HIGHWAY 295 FOR 0.1 MILE TO THE WHITESTONE
 EC2469'POST OFFICE, A SHORT BRICK PILLAR ON THE LEFT AND THE STATION IN LINE
 EC2469'WITH THE EAST SIDE OF THE PILLAR.
 EC2469'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2469'THE HIGHWAY, 4.1 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE
 EC2469'PILLAR, 85.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE POST
 EC2469'OFFICE, 34.6 FEET SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 129.8
 EC2469'FEET EAST SOUTHEAST OF POWER POLE NUMBER 95.
 EC2469'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2524 ***********************************************************************
 EC2524  DESIGNATION -  42 287
 EC2524  PID         -  EC2524
 EC2524  STATE/COUNTY-  SC/SPARTANBURG
 EC2524  USGS QUAD   -  PACOLET (1983)
 EC2524
 EC2524                         *CURRENT SURVEY CONTROL
 EC2524  ___________________________________________________________________
 EC2524* NAD 83(2001)-  34 55 42.08386(N)    081 52 00.97395(W)     ADJUSTED  
 EC2524* NAVD 88     -       232.4    (meters)     762.     (feet)  VERT ANG  
 EC2524  ___________________________________________________________________
 EC2524  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EC2524  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EC2524
 EC2524  HORZ ORDER  -  SECOND
 EC2524
 EC2524.The horizontal coordinates were established by classical geodetic methods
 EC2524.and adjusted by the National Geodetic Survey in March 2004..
 EC2524
 EC2524.The orthometric height was determined by vertical angle observations.
 EC2524
 EC2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2524
 EC2524.The geoid height was determined by GEOID03.
 EC2524
 EC2524;                    North         East     Units Scale Factor Converg.
 EC2524;SPC SC       -   343,580.383   530,388.115   MT  1.00003516   -0 28 50.3
 EC2524;SPC SC       - 1,127,232.23  1,740,118.49   iFT  1.00003516   -0 28 50.3
 EC2524;UTM  17      - 3,865,441.124   420,820.606   MT  0.99967727   -0 29 47.0
 EC2524
 EC2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2524!SPC SC       -   0.99996846  x   1.00003516  =   1.00000362
 EC2524!UTM  17      -   0.99996846  x   0.99967727  =   0.99964574
 EC2524
 EC2524                          SUPERSEDED SURVEY CONTROL
 EC2524
 EC2524  NAD 83(1986)-  34 55 42.09610(N)    081 52 00.97793(W) AD(       ) 2
 EC2524
 EC2524.Superseded values are not recommended for survey control.
 EC2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2524.See file dsdata.txt to determine how the superseded data were derived.
 EC2524
 EC2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2082165441(NAD 83)
 EC2524_MARKER: DD = SURVEY DISK
 EC2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2524_SP_SET: CONCRETE POST
 EC2524_STAMPING: 42 287 1988
 EC2524_MARK LOGO: SCGS  
 EC2524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2524+STABILITY: SURFACE MOTION
 EC2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC2524+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC2524
 EC2524  HISTORY     - Date     Condition        Report By
 EC2524  HISTORY     - 1988     MONUMENTED       SCGS
 EC2524
 EC2524                          STATION DESCRIPTION
 EC2524
 EC2524'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2524'THE STATION IS LOCATED 3.9 MILES EAST-SOUTHEAST OF SPARTANBURG AND 6.4
 EC2524'MILES WEST-NORTHWEST OF PACOLET. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2524'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (EAST MAIN
 EC2524'STREET) AND U.S. HIGHWAY 176/STATE HIGHWAY 9 (PINE STREET) IN
 EC2524'SPARTANBURG, GO SOUTHEAST ON HIGHWAY 176/9 FOR 2.1 MILES TO THE
 EC2524'JUNCTION OF STATE ROAD 47 (COUNTRY CLUB ROAD), CONTINUE ON HIGHWAY
 EC2524'176/9 FOR 1.4 MILES TO A ROAD LEFT (OLD PETRIE ROAD) AND THE MARK ON
 EC2524'THE RIGHT.
 EC2524'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2524'THE HIGHWAY, 16.0 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANES OF
 EC2524'THE HIGHWAY, 14.9 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER POST,
 EC2524'8.2 FEET WEST OF A MAN HOLE COVER, 104.6 FEET EAST OF A POWER POLE
 EC2524'WITH A GUY WIRE AND A STREET LIGHT AND 0.9 FOOT NORTH OF A WITNESS
 EC2524'POST.
 EC2524'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2525 ***********************************************************************
 EC2525  DESIGNATION -  42 288
 EC2525  PID         -  EC2525
 EC2525  STATE/COUNTY-  SC/SPARTANBURG
 EC2525  USGS QUAD   -  PACOLET (1983)
 EC2525
 EC2525                         *CURRENT SURVEY CONTROL
 EC2525  ___________________________________________________________________
 EC2525* NAD 83(2001)-  34 55 22.65567(N)    081 49 30.70812(W)     ADJUSTED  
 EC2525* NAVD 88     -       225.9    (meters)     741.     (feet)  VERT ANG  
 EC2525  ___________________________________________________________________
 EC2525  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EC2525  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EC2525
 EC2525  HORZ ORDER  -  SECOND
 EC2525
 EC2525.The horizontal coordinates were established by classical geodetic methods
 EC2525.and adjusted by the National Geodetic Survey in March 2004..
 EC2525
 EC2525.The orthometric height was determined by vertical angle observations.
 EC2525
 EC2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2525
 EC2525.The geoid height was determined by GEOID03.
 EC2525
 EC2525;                    North         East     Units Scale Factor Converg.
 EC2525;SPC SC       -   342,950.452   534,197.073   MT  1.00003309   -0 27 27.0
 EC2525;SPC SC       - 1,125,165.52  1,752,615.07   iFT  1.00003309   -0 27 27.0
 EC2525;UTM  17      - 3,864,810.399   424,628.022   MT  0.99967001   -0 28 20.7
 EC2525
 EC2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2525!SPC SC       -   0.99996948  x   1.00003309  =   1.00000257
 EC2525!UTM  17      -   0.99996948  x   0.99967001  =   0.99963950
 EC2525
 EC2525                          SUPERSEDED SURVEY CONTROL
 EC2525
 EC2525  NAD 83(1986)-  34 55 22.66748(N)    081 49 30.71241(W) AD(       ) 2
 EC2525
 EC2525.Superseded values are not recommended for survey control.
 EC2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2525.See file dsdata.txt to determine how the superseded data were derived.
 EC2525
 EC2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2462864810(NAD 83)
 EC2525_MARKER: DD = SURVEY DISK
 EC2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2525_SP_SET: CONCRETE POST
 EC2525_STAMPING: 42 288 1988
 EC2525_MARK LOGO: SCGS  
 EC2525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2525+STABILITY: SURFACE MOTION
 EC2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC2525+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC2525
 EC2525  HISTORY     - Date     Condition        Report By
 EC2525  HISTORY     - 1988     MONUMENTED       SCGS
 EC2525
 EC2525                          STATION DESCRIPTION
 EC2525
 EC2525'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2525'THE STATION IS LOCATED 4.1 MILES NORTHWEST OF PACLOET AND 6.3 MILES
 EC2525'EAST-SOUTHEAST OF SPARTANBURG.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2525'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176/STATE
 EC2525'HIGHWAY 9 AND STATE HIGHWAY 150 IN PACOLET, GO WEST-NORTHWEST ON
 EC2525'HIGHWAY 176/9 FOR 2.15 MILES TO THE SOUTHERN RAILWAY OVERPASS,
 EC2525'CONTINUE ON HIGHWAY 176/9 FOR 1.95 MILES TO A BRICK BUILDING (KNIGHTS
 EC2525'OF COLUMBUS) AND THE MARK OFF THE SOUTH CORNER (0.7 MILE
 EC2525'EAST-SOUTHEAST OF THE JUNCTION OF STATE ROAD 30).
 EC2525'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC2525'ABOVE THE HIGHWAY, 30.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 EC2525'201.5 FEET NORTHWEST OF THE CENTER OF A ROAD LEADING NORTH-NORTHEAST
 EC2525'(BROWN ROAD), 94.9 FEET SOUTH OF THE CORNER OF THE BUILDING, 86.8
 EC2525'FEET SOUTH-SOUTHEAST OF A GAS PIPELINE VALVE PROTECTED BY FOUR YELLOW
 EC2525'PIPES AND 5.7 FEET EAST-SOUTHEAST OF A WITNESS POST.
 EC2525'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2526 ***********************************************************************
 EC2526  DESIGNATION -  42 289
 EC2526  PID         -  EC2526
 EC2526  STATE/COUNTY-  SC/SPARTANBURG
 EC2526  USGS QUAD   -  PACOLET (1983)
 EC2526
 EC2526                         *CURRENT SURVEY CONTROL
 EC2526  ___________________________________________________________________
 EC2526* NAD 83(2001)-  34 54 59.59799(N)    081 48 51.98962(W)     ADJUSTED  
 EC2526* NAVD 88     -       199.6    (meters)     655.     (feet)  VERT ANG  
 EC2526  ___________________________________________________________________
 EC2526  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EC2526  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EC2526
 EC2526  HORZ ORDER  -  SECOND
 EC2526
 EC2526.The horizontal coordinates were established by classical geodetic methods
 EC2526.and adjusted by the National Geodetic Survey in March 2004..
 EC2526
 EC2526.The orthometric height was determined by vertical angle observations.
 EC2526
 EC2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2526
 EC2526.The geoid height was determined by GEOID03.
 EC2526
 EC2526;                    North         East     Units Scale Factor Converg.
 EC2526;SPC SC       -   342,232.100   535,174.211   MT  1.00003065   -0 27 05.5
 EC2526;SPC SC       - 1,122,808.73  1,755,820.90   iFT  1.00003065   -0 27 05.5
 EC2526;UTM  17      - 3,864,092.056   425,604.620   MT  0.99966821   -0 27 58.3
 EC2526
 EC2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2526!SPC SC       -   0.99997360  x   1.00003065  =   1.00000425
 EC2526!UTM  17      -   0.99997360  x   0.99966821  =   0.99964182
 EC2526
 EC2526                          SUPERSEDED SURVEY CONTROL
 EC2526
 EC2526  NAD 83(1986)-  34 54 59.61023(N)    081 48 51.99382(W) AD(       ) 2
 EC2526
 EC2526.Superseded values are not recommended for survey control.
 EC2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2526.See file dsdata.txt to determine how the superseded data were derived.
 EC2526
 EC2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2560564092(NAD 83)
 EC2526_MARKER: DD = SURVEY DISK
 EC2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2526_SP_SET: CONCRETE POST
 EC2526_STAMPING: 42 289 1988
 EC2526_MARK LOGO: SCGS  
 EC2526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2526+STABILITY: SURFACE MOTION
 EC2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2526+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC2526
 EC2526  HISTORY     - Date     Condition        Report By
 EC2526  HISTORY     - 1988     MONUMENTED       SCGS
 EC2526
 EC2526                          STATION DESCRIPTION
 EC2526
 EC2526'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2526'THE STATION IS LOCATED 3.4 MILES NORTHWEST OF PACLOET AND 7.0 MILES
 EC2526'EAST-SOUTHEAST OF SPARTANBURG.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2526'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350.
 EC2526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176/STATE
 EC2526'HIGHWAY 9 AND STATE HIGHWAY 150 IN PACOLET, GO WEST-NORTHWEST ON
 EC2526'HIGHWAY 176/9 FOR 2.15 MILES TO THE SOUTHERN RAILWAY OVERPASS,
 EC2526'CONTINUE ON HIGHWAY 176/9 FOR 1.2 MILES TO THE MARK ON THE LEFT.
 EC2526'THE STATION IS A CONCRETE POST RECESSED 1 INCH AND LEVEL WITH THE
 EC2526'HIGHWAY, 20.2 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 37.6 FEET
 EC2526'NORTHWEST OF THE CENTER OF A PAVED AND GRAVEL DRIVEWAY, 15.2 FEET
 EC2526'NORTHEAST OF A 6-INCH PINE TREE WITH A REFERENCE WASHER, 186.0 FEET
 EC2526'SOUTHEAST OF A MAILBOX POST (VSI,INC.) AND 3.8 FEET NORTHEAST OF A
 EC2526'WITNESS POST.
 EC2526'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2468 ***********************************************************************
 EC2468  DESIGNATION -  42 290
 EC2468  PID         -  EC2468
 EC2468  STATE/COUNTY-  SC/SPARTANBURG
 EC2468  USGS QUAD   -  PACOLET (1983)
 EC2468
 EC2468                         *CURRENT SURVEY CONTROL
 EC2468  ___________________________________________________________________
 EC2468* NAD 83(2001)-  34 54 29.43304(N)    081 48 00.49733(W)     ADJUSTED  
 EC2468* NAVD 88     -       227.896  (meters)     747.69   (feet)  ADJUSTED  
 EC2468  ___________________________________________________________________
 EC2468  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EC2468  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EC2468  DYNAMIC HT  -         227.670 (meters)     746.95  (feet)  COMP
 EC2468  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EC2468
 EC2468  HORZ ORDER  -  SECOND
 EC2468  VERT ORDER  -  FIRST     CLASS II
 EC2468
 EC2468.The horizontal coordinates were established by classical geodetic methods
 EC2468.and adjusted by the National Geodetic Survey in March 2004..
 EC2468
 EC2468.The orthometric height was determined by differential leveling
 EC2468.and adjusted by the National Geodetic Survey in June 1991..
 EC2468
 EC2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2468
 EC2468.The geoid height was determined by GEOID03.
 EC2468
 EC2468.The dynamic height is computed by dividing the NAVD 88
 EC2468.geopotential number by the normal gravity value computed on the
 EC2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC2468.degrees latitude (g = 980.6199 gals.).
 EC2468
 EC2468.The modeled gravity was interpolated from observed gravity values.
 EC2468
 EC2468;                    North         East     Units Scale Factor Converg.
 EC2468;SPC SC       -   341,292.316   536,474.071   MT  1.00002746   -0 26 36.9
 EC2468;SPC SC       - 1,119,725.45  1,760,085.53   iFT  1.00002746   -0 26 36.9
 EC2468;UTM  17      - 3,863,152.284   426,903.772   MT  0.99966585   -0 27 28.5
 EC2468
 EC2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2468!SPC SC       -   0.99996916  x   1.00002746  =   0.99999662
 EC2468!UTM  17      -   0.99996916  x   0.99966585  =   0.99963502
 EC2468
 EC2468                          SUPERSEDED SURVEY CONTROL
 EC2468
 EC2468  NAD 83(1986)-  34 54 29.44596(N)    081 48 00.50142(W) AD(       ) 2
 EC2468  NAVD 88 (10/01/92)  227.90   (m)          747.7    (f) LEVELING    3  
 EC2468  NAVD 88 (07/30/91)  228.33   (m)          749.1    (f) LEVELING    3  
 EC2468  NGVD 29 (09/16/91)  228.012  (m)          748.07   (f) ADJUSTED    1 2
 EC2468
 EC2468.Superseded values are not recommended for survey control.
 EC2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2468.See file dsdata.txt to determine how the superseded data were derived.
 EC2468
 EC2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2690463152(NAD 83)
 EC2468_MARKER: DD = SURVEY DISK
 EC2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2468_SP_SET: CONCRETE POST
 EC2468_STAMPING: 42 290 1988
 EC2468_MARK LOGO: SCGS  
 EC2468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2468+STABILITY: SURFACE MOTION
 EC2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2468+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC2468
 EC2468  HISTORY     - Date     Condition        Report By
 EC2468  HISTORY     - 1988     MONUMENTED       SCGS
 EC2468
 EC2468                          STATION DESCRIPTION
 EC2468
 EC2468'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2468'THE STATION IS LOCATED 2.4 MILES WEST NORTHWEST OF PACOLET.
 EC2468'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191 COLUMBIA,
 EC2468'SC  29202, PHONE 803-737-1350.
 EC2468'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 295 AND
 EC2468'U.S. HIGHWAY 176 (2.15 MILES WEST NORTHWEST OF PACOLET), GO NORTHWEST
 EC2468'ON HIGHWAYS 176 AND 9 FOR 0.2 MILE TO JUNCTION OF STATE ROAD 108,
 EC2468'CONTINUE ON HIGHWAYS 176 AND 9 FOR 0.15 MILE TO THE STATION ON THE
 EC2468'LEFT.
 EC2468'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2468'THE HIGHWAY, 18.5 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 47.7
 EC2468'FEET EAST SOUTHEAST OF A 16-INCH ELM TREE WITH A SCGS REFERENCE WASHER
 EC2468'ATTACHED, 74.3 FEET NORTH NORTHWEST OF A POWER POLE WITH SIGN (POSTED
 EC2468'PRIVATE PROPERTY), 26.0 FEET NORTHEAST OF A POINT DIRECTLY BELOW
 EC2468'OVERHEAD TELEPHONE WIRES.
 EC2468'DESCRIBED BY T. HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2527 ***********************************************************************
 EC2527  DESIGNATION -  42 291
 EC2527  PID         -  EC2527
 EC2527  STATE/COUNTY-  SC/SPARTANBURG
 EC2527  USGS QUAD   -  PACOLET (1983)
 EC2527
 EC2527                         *CURRENT SURVEY CONTROL
 EC2527  ___________________________________________________________________
 EC2527* NAD 83(2001)-  34 54 19.22881(N)    081 47 42.79287(W)     ADJUSTED  
 EC2527* NAVD 88     -       226.9    (meters)     744.     (feet)  VERT ANG  
 EC2527  ___________________________________________________________________
 EC2527  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EC2527  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EC2527
 EC2527  HORZ ORDER  -  SECOND
 EC2527
 EC2527.The horizontal coordinates were established by classical geodetic methods
 EC2527.and adjusted by the National Geodetic Survey in March 2004..
 EC2527
 EC2527.The orthometric height was determined by vertical angle observations.
 EC2527
 EC2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2527
 EC2527.The geoid height was determined by GEOID03.
 EC2527
 EC2527;                    North         East     Units Scale Factor Converg.
 EC2527;SPC SC       -   340,974.391   536,921.098   MT  1.00002639   -0 26 27.1
 EC2527;SPC SC       - 1,118,682.39  1,761,552.16   iFT  1.00002639   -0 26 27.1
 EC2527;UTM  17      - 3,862,834.362   427,350.558   MT  0.99966505   -0 27 18.2
 EC2527
 EC2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2527!SPC SC       -   0.99996931  x   1.00002639  =   0.99999570
 EC2527!UTM  17      -   0.99996931  x   0.99966505  =   0.99963438
 EC2527
 EC2527                          SUPERSEDED SURVEY CONTROL
 EC2527
 EC2527  NAD 83(1986)-  34 54 19.24203(N)    081 47 42.79686(W) AD(       ) 2
 EC2527
 EC2527.Superseded values are not recommended for survey control.
 EC2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2527.See file dsdata.txt to determine how the superseded data were derived.
 EC2527
 EC2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2735162834(NAD 83)
 EC2527_MARKER: DD = SURVEY DISK
 EC2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2527_SP_SET: CONCRETE POST
 EC2527_STAMPING: 42 291 1988
 EC2527_MARK LOGO: SCGS  
 EC2527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2527+STABILITY: SURFACE MOTION
 EC2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2527+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC2527
 EC2527  HISTORY     - Date     Condition        Report By
 EC2527  HISTORY     - 1988     MONUMENTED       SCGS
 EC2527
 EC2527                          STATION DESCRIPTION
 EC2527
 EC2527'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC2527'THE STATION IS LOCATED 2.1 MILES WEST-NORTHWEST OF PACOLET AT THE
 EC2527'JUNCTION OF U.S. HIGHWAY/STATE HIGHWAY 176/9 AND STATE HIGHWAY 295.
 EC2527'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA,
 EC2527'SC  29202, PHONE 803-737-1350.
 EC2527'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2527'THE HIGHWAY, 96.4 FEET EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 295,
 EC2527'30.4 FEET SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 176/9, 16.0 FEET
 EC2527'NORTH OF POWER POLE NO. 217 WITH THREE GUY WIRES AND 1.6 FEET
 EC2527'NORTHEAST OF A WITNESS POST.
 EC2527'DESCRIBED BY T. HALL.
 EC2527'NOTE - SCGS SEARCHED AREA 1/4/90, STATION BELIEVED DESTROYED BY U.S.
 EC2527'HIGHWAY 176 BY-PASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1224 ***********************************************************************
 EC1224  DESIGNATION -  42 292
 EC1224  PID         -  EC1224
 EC1224  STATE/COUNTY-  SC/SPARTANBURG
 EC1224  USGS QUAD   -  PACOLET (1983)
 EC1224
 EC1224                         *CURRENT SURVEY CONTROL
 EC1224  ___________________________________________________________________
 EC1224* NAD 83(2001)-  34 53 53.05866(N)    081 45 52.85993(W)     ADJUSTED  
 EC1224* NAVD 88     -       237.266  (meters)     778.43   (feet)  ADJUSTED  
 EC1224  ___________________________________________________________________
 EC1224  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 EC1224  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC1224  DYNAMIC HT  -         237.031 (meters)     777.66  (feet)  COMP
 EC1224  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 EC1224
 EC1224  HORZ ORDER  -  SECOND
 EC1224  VERT ORDER  -  FIRST     CLASS II
 EC1224
 EC1224.The horizontal coordinates were established by classical geodetic methods
 EC1224.and adjusted by the National Geodetic Survey in March 2004..
 EC1224
 EC1224.The orthometric height was determined by differential leveling
 EC1224.and adjusted by the National Geodetic Survey in June 1991..
 EC1224
 EC1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1224
 EC1224.The geoid height was determined by GEOID03.
 EC1224
 EC1224.The dynamic height is computed by dividing the NAVD 88
 EC1224.geopotential number by the normal gravity value computed on the
 EC1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1224.degrees latitude (g = 980.6199 gals.).
 EC1224
 EC1224.The modeled gravity was interpolated from observed gravity values.
 EC1224
 EC1224;                    North         East     Units Scale Factor Converg.
 EC1224;SPC SC       -   340,146.862   539,705.992   MT  1.00002366   -0 25 26.2
 EC1224;SPC SC       - 1,115,967.40  1,770,688.95   iFT  1.00002366   -0 25 26.2
 EC1224;UTM  17      - 3,862,006.459   430,134.242   MT  0.99966016   -0 26 15.0
 EC1224
 EC1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1224!SPC SC       -   0.99996769  x   1.00002366  =   0.99999135
 EC1224!UTM  17      -   0.99996769  x   0.99966016  =   0.99962786
 EC1224
 EC1224|---------------------------------------------------------------------|
 EC1224| PID    Reference Object                     Distance      Geod. Az  |
 EC1224|                                                           dddmmss.s |
 EC1224| EC0579 L 47                                209.068 METERS 01738     |
 EC1224| EC1821 42 042 AZ MK                        APPROX. 1.6 KM 2893836.7 |
 EC1224|---------------------------------------------------------------------|
 EC1224
 EC1224                          SUPERSEDED SURVEY CONTROL
 EC1224
 EC1224  NAD 83(1986)-  34 53 53.07145(N)    081 45 52.86139(W) AD(       ) 2
 EC1224  NAVD 88 (10/01/92)  237.27   (m)          778.4    (f) LEVELING    3  
 EC1224  NAVD 88 (07/30/91)  237.70   (m)          779.9    (f) LEVELING    3  
 EC1224  NGVD 29 (09/16/91)  237.390  (m)          778.84   (f) ADJUSTED    1 2
 EC1224
 EC1224.Superseded values are not recommended for survey control.
 EC1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1224.See file dsdata.txt to determine how the superseded data were derived.
 EC1224
 EC1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU3013462006(NAD 83)
 EC1224_MARKER: DD = SURVEY DISK
 EC1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1224_SP_SET: CONCRETE POST
 EC1224_STAMPING: 42 292 1988
 EC1224_MARK LOGO: SCGS  
 EC1224_PROJECTION: FLUSH
 EC1224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1224+STABILITY: SURFACE MOTION
 EC1224
 EC1224  HISTORY     - Date     Condition        Report By
 EC1224  HISTORY     - 1988     MONUMENTED       SCGS
 EC1224
 EC1224                          STATION DESCRIPTION
 EC1224
 EC1224'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1224'IN PACOLET.
 EC1224'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9, 150 AND U.S. HIGHWAY
 EC1224'176 IN PACOLET, GO EAST NORTHEAST ON HIGHWAYS 176 AND 9 FOR 0.3 MI
 EC1224'TO THE JUNCTION OF STATE ROAD 482 AND THE MARK ON THE RIGHT IN A
 EC1224'GRASSY STRIP BETWEEN THE HIGHWAY AND THE SIDEWALK, 23.8 FT NORTH
 EC1224'NORTHEAST OF THE CENTER OF THE HIGHWAYS, 75.6 FT SOUTHWEST
 EC1224'OF THE WEST CORNER OF A BUILDING (HARDEES), 63.8 FT WEST OF A LARGE
 EC1224'METAL SIGN (HARDEES), 20.2 FT WEST NORTHWEST OF A MANHOLE COVER IN
 EC1224'THE SIDEWALK, 49.6 FT SOUTHEAST OF A FIRE HYDRANT.
 EC1224'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1226 ***********************************************************************
 EC1226  DESIGNATION -  42 293
 EC1226  PID         -  EC1226
 EC1226  STATE/COUNTY-  SC/SPARTANBURG
 EC1226  USGS QUAD   -  ENOREE (1969)
 EC1226
 EC1226                         *CURRENT SURVEY CONTROL
 EC1226  ___________________________________________________________________
 EC1226* NAD 83(2001)-  34 39 44.81547(N)    081 56 13.35127(W)     ADJUSTED  
 EC1226* NAVD 88     -       209.028  (meters)     685.79   (feet)  ADJUSTED  
 EC1226  ___________________________________________________________________
 EC1226  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 EC1226  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EC1226  DYNAMIC HT  -         208.821 (meters)     685.11  (feet)  COMP
 EC1226  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 EC1226
 EC1226  HORZ ORDER  -  SECOND
 EC1226  VERT ORDER  -  FIRST     CLASS II
 EC1226
 EC1226.The horizontal coordinates were established by classical geodetic methods
 EC1226.and adjusted by the National Geodetic Survey in March 2004..
 EC1226
 EC1226.The orthometric height was determined by differential leveling
 EC1226.and adjusted by the National Geodetic Survey in June 1991..
 EC1226
 EC1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1226
 EC1226.The geoid height was determined by GEOID03.
 EC1226
 EC1226.The dynamic height is computed by dividing the NAVD 88
 EC1226.geopotential number by the normal gravity value computed on the
 EC1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1226.degrees latitude (g = 980.6199 gals.).
 EC1226
 EC1226.The modeled gravity was interpolated from observed gravity values.
 EC1226
 EC1226;                    North         East     Units Scale Factor Converg.
 EC1226;SPC SC       -   314,138.886   523,715.363   MT  0.99994375   -0 31 10.2
 EC1226;SPC SC       - 1,030,639.39  1,718,226.26   iFT  0.99994375   -0 31 10.2
 EC1226;UTM  17      - 3,836,010.276   414,142.348   MT  0.99969086   -0 31 58.7
 EC1226
 EC1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1226!SPC SC       -   0.99997203  x   0.99994375  =   0.99991578
 EC1226!UTM  17      -   0.99997203  x   0.99969086  =   0.99966290
 EC1226
 EC1226                          SUPERSEDED SURVEY CONTROL
 EC1226
 EC1226  NAD 83(1986)-  34 39 44.82440(N)    081 56 13.35467(W) AD(       ) 2
 EC1226  NAVD 88 (10/01/92)  209.03   (m)          685.8    (f) LEVELING    3  
 EC1226  NGVD 29 (09/16/91)  209.150  (m)          686.19   (f) ADJUSTED    1 2
 EC1226
 EC1226.Superseded values are not recommended for survey control.
 EC1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1226.See file dsdata.txt to determine how the superseded data were derived.
 EC1226
 EC1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1414236010(NAD 83)
 EC1226_MARKER: DD = SURVEY DISK
 EC1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1226_SP_SET: CONCRETE POST
 EC1226_STAMPING: 42 293 1988
 EC1226_MARK LOGO: SCGS  
 EC1226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1226+STABILITY: SURFACE MOTION
 EC1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1226+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC1226
 EC1226  HISTORY     - Date     Condition        Report By
 EC1226  HISTORY     - 1988     MONUMENTED       SCGS
 EC1226  HISTORY     - 19881101 GOOD             SCGS
 EC1226
 EC1226                          STATION DESCRIPTION
 EC1226
 EC1226'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1226'STATION IS LOCATED 1.7 MI EAST NORTHEAST OF ENOREE, 0.55 MI WEST
 EC1226'SOUTHWEST OF INTERSTATE 26, 1.2 MI NORTHEAST OF THE ENOREE RIVER AND
 EC1226'THE COUNTY LINE. OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION
 EC1226'ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 EC1226'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 92
 EC1226'AND INTERSTATE 26,(2.25 MI EAST NORTHEAST OF ENOREE), GO WEST ON
 EC1226'HIGHWAY 92 FOR 0.55 MI TO THE JUNCTION OF STATE ROAD 256 AND THE
 EC1226'MARK ON THE RIGHT AT ITS EXTENDED CENTER.
 EC1226'STATION IS A CONCRETE POST RECESSED 2-INCHES AND LEVEL WITH THE
 EC1226'HIGHWAY, 15.0 FT NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 EC1226'44.9 FT SOUTHEAST OF A POWER POLE WITH FOUR GUY WIRES AND A
 EC1226'TRANSFORMER, 48.0 FT SOUTHWEST OF A REFERENCE WASHER IN A STUB POLE,
 EC1226'54.8 FT WEST NORTHWEST OF A REFERENCE WASHER IN A POWER POLE WITH
 EC1226'TWO GUY WIRES TO THE STUB POLE, 118.8 FT EAST NORTHEAST OF THE
 EC1226'CENTER OF THE DRIVEWAY TO THE FIRST FREE WILL BAPTIST CHURCH,
 EC1226'9.7 FT SOUTH SOUTHEAST OF A WITNESS POST.
 EC1226
 EC1226                          STATION RECOVERY (1988)
 EC1226
 EC1226'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1227 ***********************************************************************
 EC1227  DESIGNATION -  42 294
 EC1227  PID         -  EC1227
 EC1227  STATE/COUNTY-  SC/SPARTANBURG
 EC1227  USGS QUAD   -  ENOREE (1969)
 EC1227
 EC1227                         *CURRENT SURVEY CONTROL
 EC1227  ___________________________________________________________________
 EC1227* NAD 83(2001)-  34 39 34.22703(N)    081 56 31.44585(W)     ADJUSTED  
 EC1227* NAVD 88     -       204.959  (meters)     672.44   (feet)  ADJUSTED  
 EC1227  ___________________________________________________________________
 EC1227  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 EC1227  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 EC1227  DYNAMIC HT  -         204.756 (meters)     671.77  (feet)  COMP
 EC1227  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 EC1227
 EC1227  HORZ ORDER  -  SECOND
 EC1227  VERT ORDER  -  FIRST     CLASS II
 EC1227
 EC1227.The horizontal coordinates were established by classical geodetic methods
 EC1227.and adjusted by the National Geodetic Survey in March 2004..
 EC1227
 EC1227.The orthometric height was determined by differential leveling
 EC1227.and adjusted by the National Geodetic Survey in June 1991..
 EC1227
 EC1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1227
 EC1227.The geoid height was determined by GEOID03.
 EC1227
 EC1227.The dynamic height is computed by dividing the NAVD 88
 EC1227.geopotential number by the normal gravity value computed on the
 EC1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1227.degrees latitude (g = 980.6199 gals.).
 EC1227
 EC1227.The modeled gravity was interpolated from observed gravity values.
 EC1227
 EC1227;                    North         East     Units Scale Factor Converg.
 EC1227;SPC SC       -   313,816.823   523,251.719   MT  0.99994286   -0 31 20.2
 EC1227;SPC SC       - 1,029,582.75  1,716,705.11   iFT  0.99994286   -0 31 20.2
 EC1227;UTM  17      - 3,835,688.402   413,678.745   MT  0.99969184   -0 32 08.8
 EC1227
 EC1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1227!SPC SC       -   0.99997267  x   0.99994286  =   0.99991553
 EC1227!UTM  17      -   0.99997267  x   0.99969184  =   0.99966452
 EC1227
 EC1227                          SUPERSEDED SURVEY CONTROL
 EC1227
 EC1227  NAD 83(1986)-  34 39 34.23636(N)    081 56 31.44938(W) AD(       ) 2
 EC1227  NAVD 88 (10/01/92)  204.96   (m)          672.4    (f) LEVELING    3  
 EC1227  NGVD 29 (09/16/91)  205.080  (m)          672.83   (f) ADJUSTED    1 2
 EC1227
 EC1227.Superseded values are not recommended for survey control.
 EC1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1227.See file dsdata.txt to determine how the superseded data were derived.
 EC1227
 EC1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1367935688(NAD 83)
 EC1227_MARKER: DD = SURVEY DISK
 EC1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1227_SP_SET: CONCRETE POST
 EC1227_STAMPING: 42 294 1988
 EC1227_MARK LOGO: SCGS  
 EC1227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1227+STABILITY: SURFACE MOTION
 EC1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1227+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1990
 EC1227
 EC1227  HISTORY     - Date     Condition        Report By
 EC1227  HISTORY     - 1988     MONUMENTED       SCGS
 EC1227  HISTORY     - 19881101 GOOD             SCGS
 EC1227  HISTORY     - 19900912 GOOD             SCGS
 EC1227
 EC1227                          STATION DESCRIPTION
 EC1227
 EC1227'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1227'STATION IS LOCATED 1.35 MI EAST NORTHEAST OF ENOREE, 0.85 MI
 EC1227'NORTHEAST OF THE ENOREE RIVER (COUNTY LINE).  OWNERSHIP--R.W. GOSA,
 EC1227'JR., P.O. BOX 44, ENOREE, SC  29335. PHONE-803-969-3912.
 EC1227'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 92
 EC1227'AND INTERSTATE 26, (2.25 MI EAST NORTHEAST OF ENOREE), GO WESTERLY
 EC1227'ON HIGHWAY 92 FOR 0.85 MI TO THE SOUTHWEST JUNCTION OF STATE ROAD
 EC1227'256 AND THE MARK IN THE SOUTHEAST ANGLE.
 EC1227'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FT ABOVE
 EC1227'THE ROAD, 67.7 FT SOUTH OF THE CENTER OF THE HIGHWAY, 22.4 FT
 EC1227'SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 9.2 FT NORTHWEST OF A
 EC1227'REFERENCE WASHER IN A POWER POLE SOUTHWEST OF THE ROAD, 15.2 FT
 EC1227'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION SIGN (FAST
 EC1227'WAY FOOD), 63.2) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE STORE
 EC1227'(FAST WAY FOOD), 1.4 FT NORTH OF A WITNESS POST.
 EC1227
 EC1227                          STATION RECOVERY (1988)
 EC1227
 EC1227'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1227'RECOVERED IN GOOD CONDITION.
 EC1227
 EC1227                          STATION RECOVERY (1990)
 EC1227
 EC1227'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1227'STATION IS LOCATED 1.2 MILES NORTHEAST OF ENOREE. OWNERSHIP--SCDHPT,
 EC1227'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC, PHONE
 EC1227'803-737-1350.
 EC1227'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 92
 EC1227'AND INTERSTATE 26 (1.2 MILES NORTHEAST OF ENOREE), GO WEST ON HIGHWAY
 EC1227'92 FOR 0.9 MILE TO THE JUNCTION OF STATE ROAD 256 (ICE HOUSE ROAD),
 EC1227'TURN LEFT ON ROAD 256 TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 EC1227'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 EC1227'THE ROAD, 63.1 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF A
 EC1227'CONCRETE BLOCK BUILDING, 15.0 FEET EAST SOUTHEAST OF THE SOUTHEAST
 EC1227'CORNER OF A CONCRETE SIGN BASE (FASWAY FOOD/COCA-COLA), 68.2 FEET
 EC1227'SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 23.5 FEET SOUTH
 EC1227'SOUTHWEST OF THE CENTER OF THE ROAD, 9.3 FEET NORTHWEST OF THE POWER
 EC1227'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 1.5 FEET NORTH NORTHWEST
 EC1227'OF A WITNESS POST.
 EC1227'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 EC1227'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1229 ***********************************************************************
 EC1229  DESIGNATION -  42 295
 EC1229  PID         -  EC1229
 EC1229  STATE/COUNTY-  SC/SPARTANBURG
 EC1229  USGS QUAD   -  ENOREE (1969)
 EC1229
 EC1229                         *CURRENT SURVEY CONTROL
 EC1229  ___________________________________________________________________
 EC1229* NAD 83(1986)-  34 39 21.     (N)    081 57 17.     (W)     SCALED    
 EC1229* NAVD 88     -       182.499  (meters)     598.75   (feet)  ADJUSTED  
 EC1229  ___________________________________________________________________
 EC1229  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 EC1229  DYNAMIC HT  -         182.317 (meters)     598.15  (feet)  COMP
 EC1229  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 EC1229
 EC1229  VERT ORDER  -  FIRST     CLASS II
 EC1229
 EC1229.The horizontal coordinates were scaled from a topographic map and have
 EC1229.an estimated accuracy of +/- 6 seconds.
 EC1229
 EC1229.The orthometric height was determined by differential leveling
 EC1229.and adjusted by the National Geodetic Survey in June 1991..
 EC1229
 EC1229.The geoid height was determined by GEOID03.
 EC1229
 EC1229.The dynamic height is computed by dividing the NAVD 88
 EC1229.geopotential number by the normal gravity value computed on the
 EC1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1229.degrees latitude (g = 980.6199 gals.).
 EC1229
 EC1229.The modeled gravity was interpolated from observed gravity values.
 EC1229
 EC1229;                    North         East    Units  Estimated Accuracy
 EC1229;SPC SC       -   313,420.      522,090.      MT  (+/- 180 meters Scaled)
 EC1229
 EC1229                          SUPERSEDED SURVEY CONTROL
 EC1229
 EC1229  NGVD 29 (09/16/91)  182.619  (m)          599.14   (f) ADJUSTED    1 2
 EC1229
 EC1229.Superseded values are not recommended for survey control.
 EC1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1229.See file dsdata.txt to determine how the superseded data were derived.
 EC1229
 EC1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU125352(NAD 83)
 EC1229_MARKER: DD = SURVEY DISK
 EC1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1229_SP_SET: CONCRETE POST
 EC1229_STAMPING: 42 295 1988
 EC1229_MARK LOGO: SCGS  
 EC1229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1229+STABILITY: SURFACE MOTION
 EC1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1229+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1990
 EC1229
 EC1229  HISTORY     - Date     Condition        Report By
 EC1229  HISTORY     - 1988     MONUMENTED       SCGS
 EC1229  HISTORY     - 19900912 GOOD             SCGS
 EC1229
 EC1229                          STATION DESCRIPTION
 EC1229
 EC1229'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1229'STATION IS LOCATED IN ENOREE.  OWNERSHIP--FIRST BAPTIST CHURCH, P.O.
 EC1229'BOX 216, ENOREE, SC 29335.  CONTACT- JAMES A. MOORE, JR.,
 EC1229'PHONE-803-969-3679.
 EC1229'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 EC1229'HIGHWAY 92 IN ENOREE, GO SOUTHEASTERLY AND EASTERLY ON HIGHWAY 92 FOR
 EC1229'0.4 MI TO THE BRIDGE OVER TWO MILE CREEK, CONTINUE ON HIGHWAY 92 FOR
 EC1229'0.3 MI TO THE FIRST BAPTIST CHURCH ON THE RIGHT AND THE MARK IN THE
 EC1229'NORTHEAST CORNER OF THE YARD, IN LINE WITH THE FRONT WALL OF THE MAIN
 EC1229'PART OF THE BUILDING AND THE WEST WALL OF THE WEST WING.
 EC1229'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC1229'HIGHWAY, 55.5 FT SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 EC1229'56.6 FT WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE MAIN BUILDING,
 EC1229'83.4 FT NORTH NORTHWEST OF THE NORTH CORNER OF THE WEST WING,
 EC1229'39.7 FT EAST NORTHEAST OF THE NORTHEAST CORNER OF A ONE AND ONE-HALF
 EC1229'STORY SHINGLE-SIDED HOUSE,58.2 FT EAST SOUTHEAST OF A POWER POLE
 EC1229'B18/41 WITH A STREET LIGHT.
 EC1229
 EC1229                          STATION RECOVERY (1990)
 EC1229
 EC1229'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1229'STATION IS LOCATED IN ENOREE. OWNERSHIP--FIRST BAPTIST CHURCH, P.O.
 EC1229'BOX 216, ENOREE, SC 29335, PHONE 803-969-3679 (JAMES A MOORE JUNIOR).
 EC1229'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 92
 EC1229'AND INTERSTATE 26 (1.2 MILES NORTHEAST OF ENOREE), GO WEST ON HIGHWAY
 EC1229'92 FOR 1.7 MILES TO THE STATION ON THE LEFT IN THE NORTHEAST CORNER
 EC1229'OF THE YARD OF THE FIRST BAPTIST CHURCH AND IN LINE WITH THE FRONT
 EC1229'WALL OF THE MAIN BUILDING AND THE WEST WALL OF THE WEST WING.
 EC1229'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC1229'ROAD, 55.5 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 56.2
 EC1229'FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE MAIN BUILDING,
 EC1229'83.2 FEET NORTH NORTHWEST OF THE NORTH CORNER OF THE WEST WING, 58.6
 EC1229'FEET EAST SOUTHEAST OF A POWER POLE B18/41/11150/034273 WITH A STREET
 EC1229'LIGHT.
 EC1229'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 EC1229'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1341 ***********************************************************************
 ED1341  DESIGNATION -  42 296
 ED1341  PID         -  ED1341
 ED1341  STATE/COUNTY-  SC/SPARTANBURG
 ED1341  USGS QUAD   -  PELHAM (1983)
 ED1341
 ED1341                         *CURRENT SURVEY CONTROL
 ED1341  ___________________________________________________________________
 ED1341* NAD 83(2001)-  34 51 16.05269(N)    082 08 48.30423(W)     ADJUSTED  
 ED1341* NAVD 88     -       269.589  (meters)     884.48   (feet)  ADJUSTED  
 ED1341  ___________________________________________________________________
 ED1341  X           -     715,955.903 (meters)                     COMP
 ED1341  Y           -  -5,190,723.452 (meters)                     COMP
 ED1341  Z           -   3,624,765.167 (meters)                     COMP
 ED1341  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ED1341  ELLIP HEIGHT-         238.32  (meters)          (03/27/03) GPS OBS
 ED1341  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 ED1341  DYNAMIC HT  -         269.320 (meters)     883.59  (feet)  COMP
 ED1341  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 ED1341
 ED1341  HORZ ORDER  -  SECOND
 ED1341  VERT ORDER  -  FIRST     CLASS II
 ED1341  ELLP ORDER  -  FOURTH    CLASS II
 ED1341
 ED1341.The horizontal coordinates were established by classical geodetic methods
 ED1341.and adjusted by the National Geodetic Survey in March 2003..
 ED1341
 ED1341.The orthometric height was determined by differential leveling
 ED1341.and adjusted by the National Geodetic Survey in June 1991..
 ED1341
 ED1341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1341
 ED1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1341
 ED1341.The ellipsoidal height was determined by GPS observations
 ED1341.and is referenced to NAD 83.
 ED1341
 ED1341.The geoid height was determined by GEOID03.
 ED1341
 ED1341.The dynamic height is computed by dividing the NAVD 88
 ED1341.geopotential number by the normal gravity value computed on the
 ED1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1341.degrees latitude (g = 980.6199 gals.).
 ED1341
 ED1341.The modeled gravity was interpolated from observed gravity values.
 ED1341
 ED1341;                    North         East     Units Scale Factor Converg.
 ED1341;SPC SC       -   335,631.701   504,731.521   MT  1.00000758   -0 38 08.7
 ED1341;SPC SC       - 1,101,153.87  1,655,943.31   iFT  1.00000758   -0 38 08.7
 ED1341;UTM  17      - 3,857,502.907   395,169.664   MT  0.99973544   -0 39 19.5
 ED1341
 ED1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1341!SPC SC       -   0.99996259  x   1.00000758  =   0.99997017
 ED1341!UTM  17      -   0.99996259  x   0.99973544  =   0.99969804
 ED1341
 ED1341                          SUPERSEDED SURVEY CONTROL
 ED1341
 ED1341  NAD 83(1995)-  34 51 16.05281(N)    082 08 48.30323(W) AD(       ) 2
 ED1341  ELLIP H (12/20/99)  238.33   (m)                       GP(       ) 4 1
 ED1341  NAD 83(1986)-  34 51 16.06340(N)    082 08 48.30553(W) AD(       ) 2
 ED1341  NAVD 88 (03/23/92)  269.59   (m)          884.5    (f) LEVELING    3  
 ED1341  NAVD 88 (09/17/91)  270.02   (m)          885.9    (f) LEVELING    3  
 ED1341  NGVD 29 (09/16/91)  269.685  (m)          884.79   (f) ADJUSTED    1 2
 ED1341
 ED1341.Superseded values are not recommended for survey control.
 ED1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1341.See file dsdata.txt to determine how the superseded data were derived.
 ED1341
 ED1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9517057503(NAD 83)
 ED1341_MARKER: DD = SURVEY DISK
 ED1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1341_SP_SET: CONCRETE POST
 ED1341_STAMPING: 42 296 1988
 ED1341_MARK LOGO: SCGS  
 ED1341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1341+STABILITY: SURFACE MOTION
 ED1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1341+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1991
 ED1341
 ED1341  HISTORY     - Date     Condition        Report By
 ED1341  HISTORY     - 1988     MONUMENTED       SCGS
 ED1341  HISTORY     - 19881101 GOOD             SCGS
 ED1341  HISTORY     - 19910211 GOOD             SCGS
 ED1341
 ED1341                          STATION DESCRIPTION
 ED1341
 ED1341'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1341'STATION IS LOCATED 2.2 MI WEST SOUTHWEST OF REIDVILLE, 4.4 MI EAST
 ED1341'OF PELHAM. OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 ED1341'COLUMBIA, SC 29202.
 ED1341'AT THE JUNCTION OF STATE HIGHWAYS 101 AND 296, (2.2 MI WEST
 ED1341'SOUTHWEST OF REIDVILLE), IN THE WEST SHOULDER OF HIGHWAY 101, IN LINE
 ED1341'WITH THE SOUTH EDGE OF HIGHWAY 296.
 ED1341'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1341'HIGHWAY, 18.6 FT WEST NORTHWEST OF THE CENTER OF HIGHWAY 101,
 ED1341'20.5 FT SOUTH SOUTHWEST OF THE EXTENDED CENTER OF HIGHWAY 296,
 ED1341'17.9 FT EAST OF A WOODEN POST WITH A WARNING SIGN (UNDERGROUND
 ED1341'CABLE), 13.5 FT SOUTH SOUTHWEST OF THE WITNESS POST.
 ED1341
 ED1341                          STATION RECOVERY (1988)
 ED1341
 ED1341'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1341'RECOVERED IN GOOD CONDITION.
 ED1341
 ED1341                          STATION RECOVERY (1991)
 ED1341
 ED1341'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1342 ***********************************************************************
 ED1342  DESIGNATION -  42 297
 ED1342  PID         -  ED1342
 ED1342  STATE/COUNTY-  SC/SPARTANBURG
 ED1342  USGS QUAD   -  PELHAM (1983)
 ED1342
 ED1342                         *CURRENT SURVEY CONTROL
 ED1342  ___________________________________________________________________
 ED1342* NAD 83(2001)-  34 51 32.87820(N)    082 08 05.36926(W)     ADJUSTED  
 ED1342* NAVD 88     -       271.719  (meters)     891.46   (feet)  ADJUSTED  
 ED1342  ___________________________________________________________________
 ED1342  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 ED1342  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 ED1342  DYNAMIC HT  -         271.448 (meters)     890.58  (feet)  COMP
 ED1342  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 ED1342
 ED1342  HORZ ORDER  -  SECOND
 ED1342  VERT ORDER  -  FIRST     CLASS II
 ED1342
 ED1342.The horizontal coordinates were established by classical geodetic methods
 ED1342.and adjusted by the National Geodetic Survey in March 2004..
 ED1342
 ED1342.The orthometric height was determined by differential leveling
 ED1342.and adjusted by the National Geodetic Survey in June 1991..
 ED1342
 ED1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1342
 ED1342.The geoid height was determined by GEOID03.
 ED1342
 ED1342.The dynamic height is computed by dividing the NAVD 88
 ED1342.geopotential number by the normal gravity value computed on the
 ED1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1342.degrees latitude (g = 980.6199 gals.).
 ED1342
 ED1342.The modeled gravity was interpolated from observed gravity values.
 ED1342
 ED1342;                    North         East     Units Scale Factor Converg.
 ED1342;SPC SC       -   336,138.131   505,827.818   MT  1.00000927   -0 37 44.9
 ED1342;SPC SC       - 1,102,815.39  1,659,540.09   iFT  1.00000927   -0 37 44.9
 ED1342;UTM  17      - 3,858,008.823   396,265.833   MT  0.99973262   -0 38 55.2
 ED1342
 ED1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1342!SPC SC       -   0.99996226  x   1.00000927  =   0.99997153
 ED1342!UTM  17      -   0.99996226  x   0.99973262  =   0.99969489
 ED1342
 ED1342                          SUPERSEDED SURVEY CONTROL
 ED1342
 ED1342  NAD 83(1986)-  34 51 32.88887(N)    082 08 05.37052(W) AD(       ) 2
 ED1342  NAVD 88 (10/01/92)  271.72   (m)          891.5    (f) LEVELING    3  
 ED1342  NAVD 88 (09/17/91)  272.15   (m)          892.9    (f) LEVELING    3  
 ED1342  NGVD 29 (09/16/91)  271.815  (m)          891.78   (f) ADJUSTED    1 2
 ED1342
 ED1342.Superseded values are not recommended for survey control.
 ED1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1342.See file dsdata.txt to determine how the superseded data were derived.
 ED1342
 ED1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9626658009(NAD 83)
 ED1342_MARKER: DD = SURVEY DISK
 ED1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1342_SP_SET: CONCRETE POST
 ED1342_STAMPING: 42 297 1988
 ED1342_MARK LOGO: SCGS  
 ED1342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1342+STABILITY: SURFACE MOTION
 ED1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1342+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1342
 ED1342  HISTORY     - Date     Condition        Report By
 ED1342  HISTORY     - 1988     MONUMENTED       SCGS
 ED1342  HISTORY     - 19881101 GOOD             SCGS
 ED1342
 ED1342                          STATION DESCRIPTION
 ED1342
 ED1342'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1342'STATION IS LOCATED 1.4 MI WEST OF REIDVILLE, 5.1 MI EAST OF
 ED1342'PELHAM. OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 ED1342'COLUMBIA, SC 29202.
 ED1342'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 296 AND 101,
 ED1342'(2.2 MI WEST SOUTHWEST OF REIDVILLE), GO NORTHEAST ON HIGHWAY 296
 ED1342'(REIDVILLE ROAD) FOR 0.75 MI TO THE MARK ON THE RIGHT IN THE
 ED1342'SHOULDER OF THE ROAD, 0.25 MI SOUTHWEST OF THE JUNCTION OF LIGHTWOOD
 ED1342'KNOT ROAD.
 ED1342'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1342'HIGHWAY, 86.4 FT EAST NORTHEAST OF A POWER POLE NUMBER 183,
 ED1342'26.4 FT EAST OF A LONE DOUBLE-TRUNKED BLACK WALNUT TREE IN A FENCE
 ED1342'LINE, 12.7 FT SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 ED1342'8.0 FT NORTH NORTHWEST OF A WIRE FENCE LINE, 6.0 FT NORTH OF THE
 ED1342'WITNESS POST.
 ED1342
 ED1342                          STATION RECOVERY (1988)
 ED1342
 ED1342'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1343 ***********************************************************************
 ED1343  DESIGNATION -  42 298
 ED1343  PID         -  ED1343
 ED1343  STATE/COUNTY-  SC/SPARTANBURG
 ED1343  USGS QUAD   -  REIDVILLE (1983)
 ED1343
 ED1343                         *CURRENT SURVEY CONTROL
 ED1343  ___________________________________________________________________
 ED1343* NAD 83(2001)-  34 51 50.44526(N)    082 07 21.15271(W)     ADJUSTED  
 ED1343* NAVD 88     -       262.894  (meters)     862.51   (feet)  ADJUSTED  
 ED1343  ___________________________________________________________________
 ED1343  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 ED1343  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 ED1343  DYNAMIC HT  -         262.632 (meters)     861.65  (feet)  COMP
 ED1343  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 ED1343
 ED1343  HORZ ORDER  -  SECOND
 ED1343  VERT ORDER  -  FIRST     CLASS II
 ED1343
 ED1343.The horizontal coordinates were established by classical geodetic methods
 ED1343.and adjusted by the National Geodetic Survey in March 2004..
 ED1343
 ED1343.The orthometric height was determined by differential leveling
 ED1343.and adjusted by the National Geodetic Survey in June 1991..
 ED1343
 ED1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1343
 ED1343.The geoid height was determined by GEOID03.
 ED1343
 ED1343.The dynamic height is computed by dividing the NAVD 88
 ED1343.geopotential number by the normal gravity value computed on the
 ED1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1343.degrees latitude (g = 980.6199 gals.).
 ED1343
 ED1343.The modeled gravity was interpolated from observed gravity values.
 ED1343
 ED1343;                    North         East     Units Scale Factor Converg.
 ED1343;SPC SC       -   336,667.188   506,956.795   MT  1.00001105   -0 37 20.4
 ED1343;SPC SC       - 1,104,551.14  1,663,244.08   iFT  1.00001105   -0 37 20.4
 ED1343;UTM  17      - 3,858,537.349   397,394.675   MT  0.99972975   -0 38 30.2
 ED1343
 ED1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1343!SPC SC       -   0.99996365  x   1.00001105  =   0.99997470
 ED1343!UTM  17      -   0.99996365  x   0.99972975  =   0.99969341
 ED1343
 ED1343                          SUPERSEDED SURVEY CONTROL
 ED1343
 ED1343  NAD 83(1986)-  34 51 50.45592(N)    082 07 21.15394(W) AD(       ) 2
 ED1343  NAVD 88 (10/01/92)  262.89   (m)          862.5    (f) LEVELING    3  
 ED1343  NAVD 88 (09/17/91)  263.33   (m)          863.9    (f) LEVELING    3  
 ED1343  NGVD 29 (09/16/91)  262.990  (m)          862.83   (f) ADJUSTED    1 2
 ED1343
 ED1343.Superseded values are not recommended for survey control.
 ED1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1343.See file dsdata.txt to determine how the superseded data were derived.
 ED1343
 ED1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9739558537(NAD 83)
 ED1343_MARKER: DD = SURVEY DISK
 ED1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1343_SP_SET: CONCRETE POST
 ED1343_STAMPING: 42 298 1988
 ED1343_MARK LOGO: SCGS  
 ED1343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1343+STABILITY: SURFACE MOTION
 ED1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1343+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1343
 ED1343  HISTORY     - Date     Condition        Report By
 ED1343  HISTORY     - 1988     MONUMENTED       SCGS
 ED1343  HISTORY     - 19881101 GOOD             SCGS
 ED1343
 ED1343                          STATION DESCRIPTION
 ED1343
 ED1343'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1343'STATION IS LOCATED 0.7 MI WEST OF REIDVILLE, 5.8 MI EAST OF
 ED1343'PELHAM. OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 ED1343'COLUMBIA, SC 29202.
 ED1343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 296 AND 101,
 ED1343'(2.2 MI WEST SOUTHWEST OF REIDVILLE), GO NORTHEAST ON HIGHWAY 296
 ED1343'(REIDVILLE ROAD) FOR 1.5 MI TO THE MARK ON THE LEFT IN THE WEST
 ED1343'ANGLE OF A PAVED DRIVEWAY LEADING TO A WHITE BRICK HOUSE, 0.2 MI
 ED1343'SOUTHWEST OF THE JUNCTION OF GREENVILLE ROAD 5-2520.
 ED1343'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE HIGHWAY,
 ED1343'38.0 FT NORTH OF THE CENTER OF THE HIGHWAY, 77.3 FT SOUTH
 ED1343'SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 53.6 FT EAST OF THE EAST
 ED1343'CORNER OF AN OPEN STALL BARN, 78.2 FT NORTHWEST OF A POWER POLE J9
 ED1343'WITH A TRANSFORMER, 100.8 FT NORTHWEST OF A FIRE HYDRANT.
 ED1343
 ED1343                          STATION RECOVERY (1988)
 ED1343
 ED1343'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1348 ***********************************************************************
 ED1348  DESIGNATION -  42 299
 ED1348  PID         -  ED1348
 ED1348  STATE/COUNTY-  SC/SPARTANBURG
 ED1348  USGS QUAD   -  REIDVILLE (1983)
 ED1348
 ED1348                         *CURRENT SURVEY CONTROL
 ED1348  ___________________________________________________________________
 ED1348* NAD 83(2001)-  34 52 10.73854(N)    082 05 01.07138(W)     ADJUSTED  
 ED1348* NAVD 88     -       228.579  (meters)     749.93   (feet)  ADJUSTED  
 ED1348  ___________________________________________________________________
 ED1348  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 ED1348  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 ED1348  DYNAMIC HT  -         228.352 (meters)     749.18  (feet)  COMP
 ED1348  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 ED1348
 ED1348  HORZ ORDER  -  SECOND
 ED1348  VERT ORDER  -  FIRST     CLASS II
 ED1348
 ED1348.The horizontal coordinates were established by classical geodetic methods
 ED1348.and adjusted by the National Geodetic Survey in March 2004..
 ED1348
 ED1348.The orthometric height was determined by differential leveling
 ED1348.and adjusted by the National Geodetic Survey in June 1991..
 ED1348
 ED1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1348
 ED1348.The geoid height was determined by GEOID03.
 ED1348
 ED1348.The dynamic height is computed by dividing the NAVD 88
 ED1348.geopotential number by the normal gravity value computed on the
 ED1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1348.degrees latitude (g = 980.6199 gals.).
 ED1348
 ED1348.The modeled gravity was interpolated from observed gravity values.
 ED1348
 ED1348;                    North         East     Units Scale Factor Converg.
 ED1348;SPC SC       -   337,254.545   510,521.213   MT  1.00001311   -0 36 02.8
 ED1348;SPC SC       - 1,106,478.17  1,674,938.36   iFT  1.00001311   -0 36 02.8
 ED1348;UTM  17      - 3,859,123.349   400,958.266   MT  0.99972090   -0 37 10.5
 ED1348
 ED1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1348!SPC SC       -   0.99996903  x   1.00001311  =   0.99998214
 ED1348!UTM  17      -   0.99996903  x   0.99972090  =   0.99968994
 ED1348
 ED1348                          SUPERSEDED SURVEY CONTROL
 ED1348
 ED1348  NAD 83(1986)-  34 52 10.74926(N)    082 05 01.07254(W) AD(       ) 2
 ED1348  NAVD 88 (10/01/92)  228.58   (m)          749.9    (f) LEVELING    3  
 ED1348  NAVD 88 (09/17/91)  229.01   (m)          751.3    (f) LEVELING    3  
 ED1348  NGVD 29 (09/16/91)  228.675  (m)          750.24   (f) ADJUSTED    1 2
 ED1348
 ED1348.Superseded values are not recommended for survey control.
 ED1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1348.See file dsdata.txt to determine how the superseded data were derived.
 ED1348
 ED1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0095859123(NAD 83)
 ED1348_MARKER: DD = SURVEY DISK
 ED1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1348_SP_SET: CONCRETE POST
 ED1348_STAMPING: 42 299 1988
 ED1348_MARK LOGO: SCGS  
 ED1348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1348+STABILITY: SURFACE MOTION
 ED1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1348+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1348
 ED1348  HISTORY     - Date     Condition        Report By
 ED1348  HISTORY     - 1988     MONUMENTED       SCGS
 ED1348  HISTORY     - 19881101 GOOD             SCGS
 ED1348
 ED1348                          STATION DESCRIPTION
 ED1348
 ED1348'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1348'STATION IS LOCATED 1.6 MI EAST NORTHEAST OF REIDVILLE, 5.75 MI
 ED1348'WEST NORTHWEST OF MOORE.  OWNERSHIP--MR. RICHARD C. RODGERS, RT 3 BOX
 ED1348'98, MOORE, SC 29369, PHONE-803-439-8469.
 ED1348'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 296 AND 290
 ED1348'(2.95 MI NORTHEAST OF REIDVILLE), GO SOUTHWEST ON HIGHWAY 296
 ED1348'(REIDVILLE ROAD) FOR 1.45 MI TO THE VEE-JUNCTION OF A PAVED ROAD,
 ED1348'TURN LEFT ON THE PAVED ROAD FOR 0.05 MI TO THE MARK ON THE LEFT, ON
 ED1348'THE SIDE OF A HILL AND BETWEEN A BRICK HOUSE AND A TWO-STORY WOODEN
 ED1348'HOUSE.
 ED1348'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 20.0 FT ABOVE
 ED1348'THE ROAD, 187.0 FT NORTH OF THE NORTH CORNER OF THE BRICK HOUSE,
 ED1348'191.6 FT WEST SOUTHWEST OF THE WEST CORNER OF THE WOODEN HOUSE,
 ED1348'90.0 FT SOUTHEAST OF THE CENTER OF THE ROAD, 229.3 FT NORTHEAST OF
 ED1348'A POWER POLE WITH TWO GUY WIRES AND A TRANSFORMER (SERVICING THE BRICK
 ED1348'HOUSE.)
 ED1348
 ED1348                          STATION RECOVERY (1988)
 ED1348
 ED1348'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1350 ***********************************************************************
 ED1350  DESIGNATION -  42 300
 ED1350  PID         -  ED1350
 ED1350  STATE/COUNTY-  SC/SPARTANBURG
 ED1350  USGS QUAD   -  WELLFORD (1983)
 ED1350
 ED1350                         *CURRENT SURVEY CONTROL
 ED1350  ___________________________________________________________________
 ED1350* NAD 83(2001)-  34 52 39.62771(N)    082 04 40.03421(W)     ADJUSTED  
 ED1350* NAVD 88     -       227.362  (meters)     745.94   (feet)  ADJUSTED  
 ED1350  ___________________________________________________________________
 ED1350  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 ED1350  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 ED1350  DYNAMIC HT  -         227.136 (meters)     745.20  (feet)  COMP
 ED1350  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 ED1350
 ED1350  HORZ ORDER  -  SECOND
 ED1350  VERT ORDER  -  FIRST     CLASS II
 ED1350
 ED1350.The horizontal coordinates were established by classical geodetic methods
 ED1350.and adjusted by the National Geodetic Survey in March 2004..
 ED1350
 ED1350.The orthometric height was determined by differential leveling
 ED1350.and adjusted by the National Geodetic Survey in June 1991..
 ED1350
 ED1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1350
 ED1350.The geoid height was determined by GEOID03.
 ED1350
 ED1350.The dynamic height is computed by dividing the NAVD 88
 ED1350.geopotential number by the normal gravity value computed on the
 ED1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1350.degrees latitude (g = 980.6199 gals.).
 ED1350
 ED1350.The modeled gravity was interpolated from observed gravity values.
 ED1350
 ED1350;                    North         East     Units Scale Factor Converg.
 ED1350;SPC SC       -   338,139.176   511,064.777   MT  1.00001606   -0 35 51.1
 ED1350;SPC SC       - 1,109,380.50  1,676,721.71   iFT  1.00001606   -0 35 51.1
 ED1350;UTM  17      - 3,860,007.542   401,501.960   MT  0.99971957   -0 36 58.9
 ED1350
 ED1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1350!SPC SC       -   0.99996923  x   1.00001606  =   0.99998529
 ED1350!UTM  17      -   0.99996923  x   0.99971957  =   0.99968881
 ED1350
 ED1350                          SUPERSEDED SURVEY CONTROL
 ED1350
 ED1350  NAD 83(1986)-  34 52 39.63838(N)    082 04 40.03532(W) AD(       ) 2
 ED1350  NAVD 88 (10/01/92)  227.36   (m)          745.9    (f) LEVELING    3  
 ED1350  NAVD 88 (09/17/91)  227.80   (m)          747.4    (f) LEVELING    3  
 ED1350  NGVD 29 (09/16/91)  227.458  (m)          746.25   (f) ADJUSTED    1 2
 ED1350
 ED1350.Superseded values are not recommended for survey control.
 ED1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1350.See file dsdata.txt to determine how the superseded data were derived.
 ED1350
 ED1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0150260008(NAD 83)
 ED1350_MARKER: DD = SURVEY DISK
 ED1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1350_SP_SET: CONCRETE POST
 ED1350_STAMPING: 42 300 1988
 ED1350_MARK LOGO: SCGS  
 ED1350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1350+STABILITY: SURFACE MOTION
 ED1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1350+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1350
 ED1350  HISTORY     - Date     Condition        Report By
 ED1350  HISTORY     - 1988     MONUMENTED       SCGS
 ED1350  HISTORY     - 19881101 GOOD             SCGS
 ED1350
 ED1350                          STATION DESCRIPTION
 ED1350
 ED1350'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1350'STATION IS LOCATED 2.1 MI NORTHEAST OF REIDVILLE, 5.7 MI WEST
 ED1350'NORTHWEST OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O.
 ED1350'BOX 191, COLUMBIA, SC 29202.
 ED1350'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 296 AND 290
 ED1350'(2.95 MI NORTHEAST OF REIDVILLE), GO SOUTHWEST ON HIGHWAY 296
 ED1350'(REIDVILLE ROAD) FOR 0.85 MI TO THE MARK ON THE RIGHT AND A WOOD AND
 ED1350'BRICK HOUSE ON THE LEFT, 0.4 MI NORTHEAST OF THE BRIDGE OVER THE
 ED1350'SOUTH TYGER RIVER.
 ED1350'STATION IS A CONCRETE POST PROJECTING 2-INCHES AND LEVEL WITH THE
 ED1350'HIGHWAY, 92.0 FT NORTHEAST OF POWER LINE STUB POLE, 106.4 FT
 ED1350'SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 35.0 FT
 ED1350'NORTHWEST OF THE CENTER OF THE HIGHWAY, 5.0 FT SOUTHEAST OF A
 ED1350'WITNESS POST.
 ED1350
 ED1350                          STATION RECOVERY (1988)
 ED1350
 ED1350'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1351 ***********************************************************************
 ED1351  DESIGNATION -  42 301
 ED1351  PID         -  ED1351
 ED1351  STATE/COUNTY-  SC/SPARTANBURG
 ED1351  USGS QUAD   -  WELLFORD (1983)
 ED1351
 ED1351                         *CURRENT SURVEY CONTROL
 ED1351  ___________________________________________________________________
 ED1351* NAD 83(2001)-  34 53 12.20160(N)    082 04 02.00017(W)     ADJUSTED  
 ED1351* NAVD 88     -       250.954  (meters)     823.34   (feet)  ADJUSTED  
 ED1351  ___________________________________________________________________
 ED1351  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 ED1351  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 ED1351  DYNAMIC HT  -         250.705 (meters)     822.52  (feet)  COMP
 ED1351  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 ED1351
 ED1351  HORZ ORDER  -  SECOND
 ED1351  VERT ORDER  -  FIRST     CLASS II
 ED1351
 ED1351.The horizontal coordinates were established by classical geodetic methods
 ED1351.and adjusted by the National Geodetic Survey in March 2004..
 ED1351
 ED1351.The orthometric height was determined by differential leveling
 ED1351.and adjusted by the National Geodetic Survey in June 1991..
 ED1351
 ED1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1351
 ED1351.The geoid height was determined by GEOID03.
 ED1351
 ED1351.The dynamic height is computed by dividing the NAVD 88
 ED1351.geopotential number by the normal gravity value computed on the
 ED1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1351.degrees latitude (g = 980.6199 gals.).
 ED1351
 ED1351.The modeled gravity was interpolated from observed gravity values.
 ED1351
 ED1351;                    North         East     Units Scale Factor Converg.
 ED1351;SPC SC       -   339,132.921   512,041.000   MT  1.00001942   -0 35 30.0
 ED1351;SPC SC       - 1,112,640.82  1,679,924.54   iFT  1.00001942   -0 35 30.0
 ED1351;UTM  17      - 3,861,000.669   402,478.217   MT  0.99971721   -0 36 37.6
 ED1351
 ED1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1351!SPC SC       -   0.99996553  x   1.00001942  =   0.99998495
 ED1351!UTM  17      -   0.99996553  x   0.99971721  =   0.99968275
 ED1351
 ED1351                          SUPERSEDED SURVEY CONTROL
 ED1351
 ED1351  NAD 83(1986)-  34 53 12.21223(N)    082 04 02.00124(W) AD(       ) 2
 ED1351  NAVD 88 (10/01/92)  250.95   (m)          823.3    (f) LEVELING    3  
 ED1351  NAVD 88 (09/17/91)  251.39   (m)          824.8    (f) LEVELING    3  
 ED1351  NGVD 29 (09/16/91)  251.050  (m)          823.65   (f) ADJUSTED    1 2
 ED1351
 ED1351.Superseded values are not recommended for survey control.
 ED1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1351.See file dsdata.txt to determine how the superseded data were derived.
 ED1351
 ED1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0247861001(NAD 83)
 ED1351_MARKER: DD = SURVEY DISK
 ED1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1351_SP_SET: CONCRETE POST
 ED1351_STAMPING: 42 301 1988
 ED1351_MARK LOGO: SCGS  
 ED1351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1351+STABILITY: SURFACE MOTION
 ED1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1351+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1351
 ED1351  HISTORY     - Date     Condition        Report By
 ED1351  HISTORY     - 1988     MONUMENTED       SCGS
 ED1351  HISTORY     - 19881101 GOOD             SCGS
 ED1351
 ED1351                          STATION DESCRIPTION
 ED1351
 ED1351'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1351'STATION IS LOCATED 2.9 MI NORTHEAST OF REIDVILLE, 5.6 MI NORTHWEST
 ED1351'OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 ED1351'COLUMBIA, SC  29202.
 ED1351'STATION IS IN THE SHOULDER IN THE NORTH ANGLE OF THE JUNCTION OF STATE
 ED1351'HIGHWAYS 296 AND 290 (2.95 MI NORTHEAST OF REIDVILLE).
 ED1351'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1351'HIGHWAYS, 49.5 FT NORTHEAST OF THE CENTER OF HIGHWAY 290, 43.6 FT
 ED1351'NORTHWEST OF THE CENTER OF HIGHWAY 296, 22.0 FT WEST OF A 4-FOOT
 ED1351'HIGH CONCRETE POST, 69.2 FT SOUTH SOUTHEAST OF THE SOUTHEAST CORNER
 ED1351'OF A CONCRETE BUILDING.
 ED1351
 ED1351                          STATION RECOVERY (1988)
 ED1351
 ED1351'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1356 ***********************************************************************
 ED1356  DESIGNATION -  42 302
 ED1356  PID         -  ED1356
 ED1356  STATE/COUNTY-  SC/SPARTANBURG
 ED1356  USGS QUAD   -  WELLFORD (1983)
 ED1356
 ED1356                         *CURRENT SURVEY CONTROL
 ED1356  ___________________________________________________________________
 ED1356* NAD 83(2001)-  34 52 51.25874(N)    082 03 30.80618(W)     ADJUSTED  
 ED1356* NAVD 88     -       243.315  (meters)     798.28   (feet)  ADJUSTED  
 ED1356  ___________________________________________________________________
 ED1356  X           -     723,710.275 (meters)                     COMP
 ED1356  Y           -  -5,187,932.637 (meters)                     COMP
 ED1356  Z           -   3,627,157.383 (meters)                     COMP
 ED1356  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ED1356  ELLIP HEIGHT-         212.00  (meters)          (03/27/03) GPS OBS
 ED1356  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 ED1356  DYNAMIC HT  -         243.073 (meters)     797.48  (feet)  COMP
 ED1356  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 ED1356
 ED1356  HORZ ORDER  -  SECOND
 ED1356  VERT ORDER  -  FIRST     CLASS II
 ED1356  ELLP ORDER  -  FOURTH    CLASS II
 ED1356
 ED1356.The horizontal coordinates were established by classical geodetic methods
 ED1356.and adjusted by the National Geodetic Survey in March 2003..
 ED1356
 ED1356.The orthometric height was determined by differential leveling
 ED1356.and adjusted by the National Geodetic Survey in June 1991..
 ED1356
 ED1356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1356
 ED1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1356
 ED1356.The ellipsoidal height was determined by GPS observations
 ED1356.and is referenced to NAD 83.
 ED1356
 ED1356.The geoid height was determined by GEOID03.
 ED1356
 ED1356.The dynamic height is computed by dividing the NAVD 88
 ED1356.geopotential number by the normal gravity value computed on the
 ED1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1356.degrees latitude (g = 980.6199 gals.).
 ED1356
 ED1356.The modeled gravity was interpolated from observed gravity values.
 ED1356
 ED1356;                    North         East     Units Scale Factor Converg.
 ED1356;SPC SC       -   338,479.417   512,826.463   MT  1.00001726   -0 35 12.7
 ED1356;SPC SC       - 1,110,496.77  1,682,501.52   iFT  1.00001726   -0 35 12.7
 ED1356;UTM  17      - 3,860,347.106   403,263.230   MT  0.99971533   -0 36 19.5
 ED1356
 ED1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1356!SPC SC       -   0.99996672  x   1.00001726  =   0.99998398
 ED1356!UTM  17      -   0.99996672  x   0.99971533  =   0.99968206
 ED1356
 ED1356                          SUPERSEDED SURVEY CONTROL
 ED1356
 ED1356  NAD 83(1995)-  34 52 51.25886(N)    082 03 30.80534(W) AD(       ) 2
 ED1356  ELLIP H (12/20/99)  212.01   (m)                       GP(       ) 4 1
 ED1356  NAD 83(1986)-  34 52 51.26898(N)    082 03 30.80655(W) AD(       ) 2
 ED1356  NAVD 88 (03/23/92)  243.31   (m)          798.3    (f) LEVELING    3  
 ED1356  NAVD 88 (09/17/91)  243.75   (m)          799.7    (f) LEVELING    3  
 ED1356  NGVD 29 (09/16/91)  243.411  (m)          798.59   (f) ADJUSTED    1 2
 ED1356
 ED1356.Superseded values are not recommended for survey control.
 ED1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1356.See file dsdata.txt to determine how the superseded data were derived.
 ED1356
 ED1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0326360347(NAD 83)
 ED1356_MARKER: DD = SURVEY DISK
 ED1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1356_SP_SET: CONCRETE POST
 ED1356_STAMPING: 42 302 1988
 ED1356_MARK LOGO: SCGS  
 ED1356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1356+STABILITY: SURFACE MOTION
 ED1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1356+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1989
 ED1356
 ED1356  HISTORY     - Date     Condition        Report By
 ED1356  HISTORY     - 1988     MONUMENTED       SCGS
 ED1356  HISTORY     - 19890407 GOOD             SCGS
 ED1356  HISTORY     - 19900306 GOOD             SCGS
 ED1356
 ED1356                          STATION DESCRIPTION
 ED1356
 ED1356'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1356'STATION IS LOCATED 3.2 MI EAST NORTHEAST OF REIDVILLE, 5.0 MI
 ED1356'NORTHWEST OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O.
 ED1356'BOX 191, COLUMBIA, SC  29202.
 ED1356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 296 AND 290
 ED1356'(2.95 MI NORTHEAST OF REIDVILLE), GO SOUTHEAST ON HIGHWAY 290
 ED1356'(DUNCAN-MOORE ROAD) FOR 0.6 MI TO THE MARK ON THE RIGHT, 0.65 MI
 ED1356'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 417.
 ED1356'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1356'HIGHWAY, 272.0 FT SOUTHEAST OF THE CENTER OF A PAVED ROAD (WEST ROAD
 ED1356'5-2123), 100.O FT SOUTH SOUTHEAST OF A LONE PINE TREE IN THE NORTH
 ED1356'ANGLE OF A DRIVEWAY LEADING TO A SMALL WOODEN HOUSE, 18.4 FT
 ED1356'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.3 FT NORTHEAST OF A
 ED1356'WITNESS POST.
 ED1356
 ED1356                          STATION RECOVERY (1989)
 ED1356
 ED1356'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1356'RECOVERED IN GOOD CONDITION.
 ED1356
 ED1356                          STATION RECOVERY (1990)
 ED1356
 ED1356'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1355 ***********************************************************************
 ED1355  DESIGNATION -  42 303
 ED1355  PID         -  ED1355
 ED1355  STATE/COUNTY-  SC/SPARTANBURG
 ED1355  USGS QUAD   -  WELLFORD (1983)
 ED1355
 ED1355                         *CURRENT SURVEY CONTROL
 ED1355  ___________________________________________________________________
 ED1355* NAD 83(2001)-  34 52 44.68205(N)    082 03 04.88134(W)     ADJUSTED  
 ED1355* NAVD 88     -       243.263  (meters)     798.11   (feet)  ADJUSTED  
 ED1355  ___________________________________________________________________
 ED1355  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 ED1355  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 ED1355  DYNAMIC HT  -         243.022 (meters)     797.31  (feet)  COMP
 ED1355  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 ED1355
 ED1355  HORZ ORDER  -  SECOND
 ED1355  VERT ORDER  -  FIRST     CLASS II
 ED1355
 ED1355.The horizontal coordinates were established by classical geodetic methods
 ED1355.and adjusted by the National Geodetic Survey in March 2004..
 ED1355.No horizontal observational check was made to the station.
 ED1355
 ED1355.The orthometric height was determined by differential leveling
 ED1355.and adjusted by the National Geodetic Survey in June 1991..
 ED1355
 ED1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1355
 ED1355.The geoid height was determined by GEOID03.
 ED1355
 ED1355.The dynamic height is computed by dividing the NAVD 88
 ED1355.geopotential number by the normal gravity value computed on the
 ED1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1355.degrees latitude (g = 980.6199 gals.).
 ED1355
 ED1355.The modeled gravity was interpolated from observed gravity values.
 ED1355
 ED1355;                    North         East     Units Scale Factor Converg.
 ED1355;SPC SC       -   338,270.035   513,482.727   MT  1.00001658   -0 34 58.3
 ED1355;SPC SC       - 1,109,809.83  1,684,654.62   iFT  1.00001658   -0 34 58.3
 ED1355;UTM  17      - 3,860,137.576   403,919.228   MT  0.99971378   -0 36 04.5
 ED1355
 ED1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1355!SPC SC       -   0.99996673  x   1.00001658  =   0.99998331
 ED1355!UTM  17      -   0.99996673  x   0.99971378  =   0.99968052
 ED1355
 ED1355                          SUPERSEDED SURVEY CONTROL
 ED1355
 ED1355  NAD 83(1986)-  34 52 44.69234(N)    082 03 04.88170(W) AD(       ) 2
 ED1355  NAVD 88 (10/01/92)  243.26   (m)          798.1    (f) LEVELING    3  
 ED1355  NAVD 88 (09/17/91)  243.70   (m)          799.5    (f) LEVELING    3  
 ED1355  NGVD 29 (09/16/91)  243.359  (m)          798.42   (f) ADJUSTED    1 2
 ED1355
 ED1355.Superseded values are not recommended for survey control.
 ED1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1355.See file dsdata.txt to determine how the superseded data were derived.
 ED1355
 ED1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0391960138(NAD 83)
 ED1355_MARKER: DD = SURVEY DISK
 ED1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1355_SP_SET: CONCRETE POST
 ED1355_STAMPING: 42 303 1988
 ED1355_MARK LOGO: SCGS  
 ED1355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1355+STABILITY: SURFACE MOTION
 ED1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1355+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1355
 ED1355  HISTORY     - Date     Condition        Report By
 ED1355  HISTORY     - 1988     MONUMENTED       SCGS
 ED1355  HISTORY     - 19900306 GOOD             SCGS
 ED1355
 ED1355                          STATION DESCRIPTION
 ED1355
 ED1355'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1355'STATION IS LOCATED 3.4 MI EAST NORTHEAST OF REIDVILLE, 4.6 MI
 ED1355'NORTHWEST OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O.
 ED1355'BOX 191, COLUMBIA, SC  29202.
 ED1355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 296 AND 290
 ED1355'(2.95 MI NORTHEAST OF REIDVILLE), GO SOUTHEAST ON HIGHWAY 290
 ED1355'(DUNCAN-MOORE ROAD) FOR 1.05 MI TO THE MARK ON THE LEFT, 0.2 MI
 ED1355'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 417.
 ED1355'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1355'HIGHWAY, 38.0 FT WEST NORTHWEST OF THE CENTER OF A SAND DRIVEWAY
 ED1355'LEADING TO A MOBILE HOME, 80.4 FT SOUTHEAST OF THE SOUTHEAST CORNER
 ED1355'OF A LONE BRICK CHIMNEY, 14.0 FT NORTH NORTHEAST OF THE CENTER OF
 ED1355'THE HIGHWAY, 23.8 FT SOUTHWEST OF A 12-INCH OAK TREE.
 ED1355
 ED1355                          STATION RECOVERY (1990)
 ED1355
 ED1355'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1353 ***********************************************************************
 ED1353  DESIGNATION -  42 304
 ED1353  PID         -  ED1353
 ED1353  STATE/COUNTY-  SC/SPARTANBURG
 ED1353  USGS QUAD   -  WELLFORD (1983)
 ED1353
 ED1353                         *CURRENT SURVEY CONTROL
 ED1353  ___________________________________________________________________
 ED1353* NAD 83(2001)-  34 53 19.43145(N)    082 03 36.34511(W)     ADJUSTED  
 ED1353* NAVD 88     -       244.651  (meters)     802.66   (feet)  ADJUSTED  
 ED1353  ___________________________________________________________________
 ED1353  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 ED1353  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 ED1353  DYNAMIC HT  -         244.408 (meters)     801.86  (feet)  COMP
 ED1353  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 ED1353
 ED1353  HORZ ORDER  -  SECOND
 ED1353  VERT ORDER  -  FIRST     CLASS II
 ED1353
 ED1353.The horizontal coordinates were established by classical geodetic methods
 ED1353.and adjusted by the National Geodetic Survey in March 2004..
 ED1353
 ED1353.The orthometric height was determined by differential leveling
 ED1353.and adjusted by the National Geodetic Survey in June 1991..
 ED1353
 ED1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1353
 ED1353.The geoid height was determined by GEOID03.
 ED1353
 ED1353.The dynamic height is computed by dividing the NAVD 88
 ED1353.geopotential number by the normal gravity value computed on the
 ED1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1353.degrees latitude (g = 980.6199 gals.).
 ED1353
 ED1353.The modeled gravity was interpolated from observed gravity values.
 ED1353
 ED1353;                    North         East     Units Scale Factor Converg.
 ED1353;SPC SC       -   339,349.006   512,694.715   MT  1.00002016   -0 35 15.8
 ED1353;SPC SC       - 1,113,349.76  1,682,069.27   iFT  1.00002016   -0 35 15.8
 ED1353;UTM  17      - 3,861,216.474   403,131.805   MT  0.99971565   -0 36 23.1
 ED1353
 ED1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1353!SPC SC       -   0.99996652  x   1.00002016  =   0.99998668
 ED1353!UTM  17      -   0.99996652  x   0.99971565  =   0.99968218
 ED1353
 ED1353                          SUPERSEDED SURVEY CONTROL
 ED1353
 ED1353  NAD 83(1986)-  34 53 19.44218(N)    082 03 36.34628(W) AD(       ) 2
 ED1353  NAVD 88 (10/01/92)  244.65   (m)          802.7    (f) LEVELING    3  
 ED1353  NAVD 88 (09/17/91)  245.09   (m)          804.1    (f) LEVELING    3  
 ED1353  NGVD 29 (09/16/91)  244.747  (m)          802.97   (f) ADJUSTED    1 2
 ED1353
 ED1353.Superseded values are not recommended for survey control.
 ED1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1353.See file dsdata.txt to determine how the superseded data were derived.
 ED1353
 ED1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0313261216(NAD 83)
 ED1353_MARKER: DD = SURVEY DISK
 ED1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1353_SP_SET: CONCRETE POST
 ED1353_STAMPING: 42 304 1988
 ED1353_MARK LOGO: SCGS  
 ED1353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1353+STABILITY: SURFACE MOTION
 ED1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1353+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1353
 ED1353  HISTORY     - Date     Condition        Report By
 ED1353  HISTORY     - 1988     MONUMENTED       SCGS
 ED1353  HISTORY     - 19881101 GOOD             SCGS
 ED1353
 ED1353                          STATION DESCRIPTION
 ED1353
 ED1353'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1353'STATION IS LOCATED 3.4 MI NORTHEAST OF REIDVILLE, 5.4 MI NORTHWEST
 ED1353'OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 ED1353'COLUMBIA, SC  29202.
 ED1353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 296 AND 290
 ED1353'(2.95 MI NORTHEAST OF REIDVILLE), GO NORTHEAST ON HIGHWAY 296
 ED1353'(REIDVILLE ROAD) FOR 0.45 MI TO THE MARK ON THE RIGHT, IN FRONT OF A
 ED1353'CONCRETE BLOCK HOUSE, 0.05 MI SOUTHWEST OF THE FAIRMONT BAPTIST
 ED1353'CHURCH.
 ED1353'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1353'HIGHWAY, 68.3 FT NORTH OF THE NORTHEAST CORNER OF THE HOUSE,
 ED1353'34.6 FT WEST OF A POWER POLE AY8 WITH A TRANSFORMER, 33.2 FT
 ED1353'NORTHWEST OF A LONE 12-INCH PINE TREE, 29.4 FT SOUTH SOUTHEAST OF
 ED1353'THE CENTER OF THE HIGHWAY.
 ED1353
 ED1353                          STATION RECOVERY (1988)
 ED1353
 ED1353'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1362 ***********************************************************************
 ED1362  DESIGNATION -  42 306
 ED1362  PID         -  ED1362
 ED1362  STATE/COUNTY-  SC/SPARTANBURG
 ED1362  USGS QUAD   -  WELLFORD (1983)
 ED1362
 ED1362                         *CURRENT SURVEY CONTROL
 ED1362  ___________________________________________________________________
 ED1362* NAD 83(2001)-  34 54 01.24201(N)    082 02 09.09341(W)     ADJUSTED  
 ED1362* NAVD 88     -       234.758  (meters)     770.20   (feet)  ADJUSTED  
 ED1362  ___________________________________________________________________
 ED1362  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 ED1362  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 ED1362  DYNAMIC HT  -         234.525 (meters)     769.44  (feet)  COMP
 ED1362  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 ED1362
 ED1362  HORZ ORDER  -  SECOND
 ED1362  VERT ORDER  -  FIRST     CLASS II
 ED1362
 ED1362.The horizontal coordinates were established by classical geodetic methods
 ED1362.and adjusted by the National Geodetic Survey in March 2004..
 ED1362
 ED1362.The orthometric height was determined by differential leveling
 ED1362.and adjusted by the National Geodetic Survey in June 1991..
 ED1362
 ED1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1362
 ED1362.The geoid height was determined by GEOID03.
 ED1362
 ED1362.The dynamic height is computed by dividing the NAVD 88
 ED1362.geopotential number by the normal gravity value computed on the
 ED1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1362.degrees latitude (g = 980.6199 gals.).
 ED1362
 ED1362.The modeled gravity was interpolated from observed gravity values.
 ED1362
 ED1362;                    North         East     Units Scale Factor Converg.
 ED1362;SPC SC       -   340,614.950   514,923.064   MT  1.00002451   -0 34 27.4
 ED1362;SPC SC       - 1,117,503.12  1,689,380.13   iFT  1.00002451   -0 34 27.4
 ED1362;UTM  17      - 3,862,481.305   405,359.874   MT  0.99971039   -0 35 33.8
 ED1362
 ED1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1362!SPC SC       -   0.99996808  x   1.00002451  =   0.99999258
 ED1362!UTM  17      -   0.99996808  x   0.99971039  =   0.99967847
 ED1362
 ED1362                          SUPERSEDED SURVEY CONTROL
 ED1362
 ED1362  NAD 83(1986)-  34 54 01.25337(N)    082 02 09.09520(W) AD(       ) 2
 ED1362  NAVD 88 (10/01/92)  234.76   (m)          770.2    (f) LEVELING    3  
 ED1362  NAVD 88 (09/17/91)  235.19   (m)          771.6    (f) LEVELING    3  
 ED1362  NGVD 29 (09/16/91)  234.856  (m)          770.52   (f) ADJUSTED    1 2
 ED1362
 ED1362.Superseded values are not recommended for survey control.
 ED1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1362.See file dsdata.txt to determine how the superseded data were derived.
 ED1362
 ED1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0536062481(NAD 83)
 ED1362_MARKER: DD = SURVEY DISK
 ED1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1362_SP_SET: CONCRETE POST
 ED1362_STAMPING: 42 306 1988
 ED1362_MARK LOGO: SCGS  
 ED1362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1362+STABILITY: SURFACE MOTION
 ED1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1362+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1362
 ED1362  HISTORY     - Date     Condition        Report By
 ED1362  HISTORY     - 1988     MONUMENTED       SCGS
 ED1362  HISTORY     - 19881101 GOOD             SCGS
 ED1362
 ED1362                          STATION DESCRIPTION
 ED1362
 ED1362'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1362'STATION IS LOCATED 6.8 MI WEST SOUTHWEST OF SPARTANBURG, 5.2 MI
 ED1362'SOUTH SOUTHEAST OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER,
 ED1362'P.O. BOX 191, COLUMBIA, SC  29202.
 ED1362'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 296
 ED1362'AND INTERSTATE 26 (3.75 MI WEST SOUTHWEST OF SPARTANBURG), GO
 ED1362'SOUTHWEST ON HIGHWAY 296 (REIDVILLE ROAD) FOR 3.15 MI TO THE MARK ON
 ED1362'THE LEFT IN THE EAST ANGLE OF STATE ROAD 43 (NAZARETH CHURCH ROAD),
 ED1362'0.45 MI NORTHEAST OF THE BRIDGE OVER THE MIDDLE TYGER RIVER.
 ED1362'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1362'HIGHWAY, 24.6 FT SOUTHEAST OF THE CENTER OF THE HIGHWAY, 48.0 FT
 ED1362'NORTHEAST OF THE CENTER OF THE ROAD, 15.0 FT WEST OF THE POST OF A
 ED1362'HISTORICAL SIGN (S.C. NAZARETH CHURCH), 51.9 FT WEST SOUTHWEST OF A
 ED1362'POWER POLE BR23.
 ED1362
 ED1362                          STATION RECOVERY (1988)
 ED1362
 ED1362'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1363 ***********************************************************************
 ED1363  DESIGNATION -  42 307
 ED1363  PID         -  ED1363
 ED1363  STATE/COUNTY-  SC/SPARTANBURG
 ED1363  USGS QUAD   -  WELLFORD (1983)
 ED1363
 ED1363                         *CURRENT SURVEY CONTROL
 ED1363  ___________________________________________________________________
 ED1363* NAD 83(2001)-  34 54 30.33961(N)    082 01 13.60189(W)     ADJUSTED  
 ED1363* NAVD 88     -       247.438  (meters)     811.80   (feet)  ADJUSTED  
 ED1363  ___________________________________________________________________
 ED1363  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 ED1363  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 ED1363  DYNAMIC HT  -         247.193 (meters)     811.00  (feet)  COMP
 ED1363  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 ED1363
 ED1363  HORZ ORDER  -  SECOND
 ED1363  VERT ORDER  -  FIRST     CLASS II
 ED1363
 ED1363.The horizontal coordinates were established by classical geodetic methods
 ED1363.and adjusted by the National Geodetic Survey in March 2004..
 ED1363
 ED1363.The orthometric height was determined by differential leveling
 ED1363.and adjusted by the National Geodetic Survey in June 1991..
 ED1363
 ED1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1363
 ED1363.The geoid height was determined by GEOID03.
 ED1363
 ED1363.The dynamic height is computed by dividing the NAVD 88
 ED1363.geopotential number by the normal gravity value computed on the
 ED1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1363.degrees latitude (g = 980.6199 gals.).
 ED1363
 ED1363.The modeled gravity was interpolated from observed gravity values.
 ED1363
 ED1363;                    North         East     Units Scale Factor Converg.
 ED1363;SPC SC       -   341,497.596   516,340.731   MT  1.00002756   -0 33 56.6
 ED1363;SPC SC       - 1,120,398.94  1,694,031.27   iFT  1.00002756   -0 33 56.6
 ED1363;UTM  17      - 3,863,363.216   406,777.374   MT  0.99970711   -0 35 02.4
 ED1363
 ED1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1363!SPC SC       -   0.99996609  x   1.00002756  =   0.99999365
 ED1363!UTM  17      -   0.99996609  x   0.99970711  =   0.99967321
 ED1363
 ED1363                          SUPERSEDED SURVEY CONTROL
 ED1363
 ED1363  NAD 83(1986)-  34 54 30.35119(N)    082 01 13.60406(W) AD(       ) 2
 ED1363  NAVD 88 (10/01/92)  247.44   (m)          811.8    (f) LEVELING    3  
 ED1363  NAVD 88 (09/17/91)  247.87   (m)          813.2    (f) LEVELING    3  
 ED1363  NGVD 29 (09/16/91)  247.539  (m)          812.13   (f) ADJUSTED    1 2
 ED1363
 ED1363.Superseded values are not recommended for survey control.
 ED1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1363.See file dsdata.txt to determine how the superseded data were derived.
 ED1363
 ED1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0677763363(NAD 83)
 ED1363_MARKER: DD = SURVEY DISK
 ED1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1363_SP_SET: CONCRETE POST
 ED1363_STAMPING: 42 307 1988
 ED1363_MARK LOGO: SCGS  
 ED1363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1363+STABILITY: SURFACE MOTION
 ED1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1363+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1363
 ED1363  HISTORY     - Date     Condition        Report By
 ED1363  HISTORY     - 1988     MONUMENTED       SCGS
 ED1363  HISTORY     - 19881101 GOOD             SCGS
 ED1363
 ED1363                          STATION DESCRIPTION
 ED1363
 ED1363'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1363'STATION IS LOCATED 5.7 MI WEST SOUTHWEST OF SPARTANBURG, 5.35 MI
 ED1363'SOUTH OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O. BOX
 ED1363'191, COLUMBIA, SC  29202.
 ED1363'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 296
 ED1363'AND INTERSTATE 26 (3.75 MI WEST SOUTHWEST OF SPARTANBURG), GO
 ED1363'SOUTHWEST ON HIGHWAY 296 (REIDVILLE ROAD) FOR 2.05 MI TO THE MARK ON
 ED1363'THE LEFT, 0.55 MI NORTHEAST OF THE BRIDGE OVER THE NORTH TYGER
 ED1363'RIVER.
 ED1363'STATION IS A CONCRETE POST PROJECTING 1-INCH AND LEVEL WITH THE
 ED1363'HIGHWAY, 108.5 FT EAST SOUTHEAST OF THE SOUTHWEST CORNER OF A
 ED1363'SHINGLE-SIDED HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 71.4 FT SOUTH
 ED1363'SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 168, 17.0 FT SOUTH
 ED1363'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 58.7 FT WEST OF THE
 ED1363'NORTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING A GARDEN CENTER,
 ED1363'11.0 FT NORTH NORTHWEST OF A WITNESS POST.
 ED1363
 ED1363                          STATION RECOVERY (1988)
 ED1363
 ED1363'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1364 ***********************************************************************
 ED1364  DESIGNATION -  42 308
 ED1364  PID         -  ED1364
 ED1364  STATE/COUNTY-  SC/SPARTANBURG
 ED1364  USGS QUAD   -  WELLFORD (1983)
 ED1364
 ED1364                         *CURRENT SURVEY CONTROL
 ED1364  ___________________________________________________________________
 ED1364* NAD 83(2001)-  34 54 41.20102(N)    082 00 58.30982(W)     ADJUSTED  
 ED1364* NAVD 88     -       244.867  (meters)     803.37   (feet)  ADJUSTED  
 ED1364  ___________________________________________________________________
 ED1364  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 ED1364  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 ED1364  DYNAMIC HT  -         244.624 (meters)     802.57  (feet)  COMP
 ED1364  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 ED1364
 ED1364  HORZ ORDER  -  SECOND
 ED1364  VERT ORDER  -  FIRST     CLASS II
 ED1364
 ED1364.The horizontal coordinates were established by classical geodetic methods
 ED1364.and adjusted by the National Geodetic Survey in March 2004..
 ED1364
 ED1364.The orthometric height was determined by differential leveling
 ED1364.and adjusted by the National Geodetic Survey in June 1991..
 ED1364
 ED1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1364
 ED1364.The geoid height was determined by GEOID03.
 ED1364
 ED1364.The dynamic height is computed by dividing the NAVD 88
 ED1364.geopotential number by the normal gravity value computed on the
 ED1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1364.degrees latitude (g = 980.6199 gals.).
 ED1364
 ED1364.The modeled gravity was interpolated from observed gravity values.
 ED1364
 ED1364;                    North         East     Units Scale Factor Converg.
 ED1364;SPC SC       -   341,828.473   516,732.219   MT  1.00002870   -0 33 48.2
 ED1364;SPC SC       - 1,121,484.49  1,695,315.68   iFT  1.00002870   -0 33 48.2
 ED1364;UTM  17      - 3,863,693.863   407,168.842   MT  0.99970621   -0 34 53.8
 ED1364
 ED1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1364!SPC SC       -   0.99996649  x   1.00002870  =   0.99999519
 ED1364!UTM  17      -   0.99996649  x   0.99970621  =   0.99967271
 ED1364
 ED1364                          SUPERSEDED SURVEY CONTROL
 ED1364
 ED1364  NAD 83(1986)-  34 54 41.21262(N)    082 00 58.31202(W) AD(       ) 2
 ED1364  NAVD 88 (10/01/92)  244.87   (m)          803.4    (f) LEVELING    3  
 ED1364  NAVD 88 (09/17/91)  245.30   (m)          804.8    (f) LEVELING    3  
 ED1364  NGVD 29 (09/16/91)  244.968  (m)          803.70   (f) ADJUSTED    1 2
 ED1364
 ED1364.Superseded values are not recommended for survey control.
 ED1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1364.See file dsdata.txt to determine how the superseded data were derived.
 ED1364
 ED1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0716963694(NAD 83)
 ED1364_MARKER: DD = SURVEY DISK
 ED1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1364_SP_SET: CONCRETE POST
 ED1364_STAMPING: 42 308 1988
 ED1364_MARK LOGO: SCGS  
 ED1364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1364+STABILITY: SURFACE MOTION
 ED1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1364+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1364
 ED1364  HISTORY     - Date     Condition        Report By
 ED1364  HISTORY     - 1988     MONUMENTED       SCGS
 ED1364  HISTORY     - 19881101 GOOD             SCGS
 ED1364
 ED1364                          STATION DESCRIPTION
 ED1364
 ED1364'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1364'STATION IS LOCATED 5.45 MI WEST SOUTHWEST OF SPARTANBURG, 5.5 MI
 ED1364'SOUTH OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O. BOX
 ED1364'191, COLUMBIA, SC  29202.
 ED1364'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 296
 ED1364'AND INTERSTATE 26 (3.75 MI WEST SOUTHWEST OF SPARTANBURG), GO
 ED1364'SOUTHWEST ON HIGHWAY 296 (REIDVILLE ROAD) FOR 1.7 MI TO THE MARK ON
 ED1364'THE RIGHT, 0.85 MI NORTHEAST OF THE BRIDGE OVER THE NORTH TYGER
 ED1364'RIVER.
 ED1364'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.2 FT BELOW
 ED1364'THE HIGHWAY, 112.7 FT SOUTHWEST OF THE SOUTHEAST CORNER OF TWO-STORY
 ED1364'WOOD AND BRICK HOUSE, 106.2 FT SOUTH OF THE SOUTHWEST CORNER OF A
 ED1364'ONE STORY REDWOOD HOUSE, 15.0 FT EAST NORTHEAST OF THE CENTER OF THE
 ED1364'DRIVEWAY LEADING TO THE TWO STORY HOUSE, 19.0 FT WEST SOUTHWEST OF
 ED1364'THE CENTER OF THE DRIVEWAY LEADING TO THE ONE STORY HOUSE, 33.7 FT
 ED1364'NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY.
 ED1364
 ED1364                          STATION RECOVERY (1988)
 ED1364
 ED1364'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1238 ***********************************************************************
 EC1238  DESIGNATION -  42 309
 EC1238  PID         -  EC1238
 EC1238  STATE/COUNTY-  SC/SPARTANBURG
 EC1238  USGS QUAD   -  SPARTANBURG (1983)
 EC1238
 EC1238                         *CURRENT SURVEY CONTROL
 EC1238  ___________________________________________________________________
 EC1238* NAD 83(2001)-  34 55 13.66370(N)    081 59 35.93778(W)     ADJUSTED  
 EC1238* NAVD 88     -       255.144  (meters)     837.08   (feet)  ADJUSTED  
 EC1238  ___________________________________________________________________
 EC1238  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 EC1238  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC1238  DYNAMIC HT  -         254.892 (meters)     836.26  (feet)  COMP
 EC1238  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 EC1238
 EC1238  HORZ ORDER  -  SECOND
 EC1238  VERT ORDER  -  FIRST     CLASS II
 EC1238
 EC1238.The horizontal coordinates were established by classical geodetic methods
 EC1238.and adjusted by the National Geodetic Survey in March 2004..
 EC1238
 EC1238.The orthometric height was determined by differential leveling
 EC1238.and adjusted by the National Geodetic Survey in June 1991..
 EC1238
 EC1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1238
 EC1238.The geoid height was determined by GEOID03.
 EC1238
 EC1238.The dynamic height is computed by dividing the NAVD 88
 EC1238.geopotential number by the normal gravity value computed on the
 EC1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1238.degrees latitude (g = 980.6199 gals.).
 EC1238
 EC1238.The modeled gravity was interpolated from observed gravity values.
 EC1238
 EC1238;                    North         East     Units Scale Factor Converg.
 EC1238;SPC SC       -   342,808.511   518,832.819   MT  1.00003214   -0 33 02.5
 EC1238;SPC SC       - 1,124,699.84  1,702,207.41   iFT  1.00003214   -0 33 02.5
 EC1238;UTM  17      - 3,864,672.917   409,269.065   MT  0.99970146   -0 34 07.1
 EC1238
 EC1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1238!SPC SC       -   0.99996488  x   1.00003214  =   0.99999702
 EC1238!UTM  17      -   0.99996488  x   0.99970146  =   0.99966635
 EC1238
 EC1238                          SUPERSEDED SURVEY CONTROL
 EC1238
 EC1238  NAD 83(1986)-  34 55 13.67547(N)    081 59 35.94022(W) AD(       ) 2
 EC1238  NAVD 88 (10/01/92)  255.14   (m)          837.1    (f) LEVELING    3  
 EC1238  NAVD 88 (09/17/91)  255.58   (m)          838.5    (f) LEVELING    3  
 EC1238  NGVD 29 (09/16/91)  255.249  (m)          837.43   (f) ADJUSTED    1 2
 EC1238
 EC1238.Superseded values are not recommended for survey control.
 EC1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1238.See file dsdata.txt to determine how the superseded data were derived.
 EC1238
 EC1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0926964673(NAD 83)
 EC1238_MARKER: DD = SURVEY DISK
 EC1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1238_SP_SET: CONCRETE POST
 EC1238_STAMPING: 42 309 1988
 EC1238_MARK LOGO: SCGS  
 EC1238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1238+STABILITY: SURFACE MOTION
 EC1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1238+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC1238
 EC1238  HISTORY     - Date     Condition        Report By
 EC1238  HISTORY     - 1988     MONUMENTED       SCGS
 EC1238  HISTORY     - 19881101 GOOD             SCGS
 EC1238
 EC1238                          STATION DESCRIPTION
 EC1238
 EC1238'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1238'STATION IS LOCATED 4.0 MI WEST SOUTHWEST OF SPARTANBURG, 6.0 MI
 EC1238'SOUTH OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O. BOX
 EC1238'191, COLUMBIA, SC  29202.
 EC1238'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 296
 EC1238'AND INTERSTATE 26 (3.75 MI WEST SOUTHWEST OF SPARTANBURG), GO
 EC1238'SOUTHWEST ON HIGHWAY 296 (REIDVILLE ROAD) FOR 0.3 MI TO THE MARK ON
 EC1238'THE LEFT, IN THE SOUTHEAST ANGLE OF THE DRIVE FOR BI-LO SHOPPING
 EC1238'CENTER, JUST BEFORE A HARDEES RESTAURANT.
 EC1238'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.6 FT ABOVE
 EC1238'THE HIGHWAY, 149.0 FT WEST NORTHWEST A STEEL POLE SUPPORTING A LARGE
 EC1238'BILLBOARD SIGN, 130.0 FT NORTHEAST OF A STEEL STREET LIGHT POLE,
 EC1238'50.7 FT EAST OF THE CENTER OF THE ENTRANCE DRIVE, 20.8 FT SOUTH OF
 EC1238'THE CENTER OF THE EASTBOUND LANE OF HIGHWAY 296, 2.6 FT SOUTH OF THE
 EC1238'SOUTH EDGE OF A 3-FOOT WIDE SIDEWALK.
 EC1238
 EC1238                          STATION RECOVERY (1988)
 EC1238
 EC1238'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1239 ***********************************************************************
 EC1239  DESIGNATION -  42 310
 EC1239  PID         -  EC1239
 EC1239  STATE/COUNTY-  SC/SPARTANBURG
 EC1239  USGS QUAD   -  SPARTANBURG (1983)
 EC1239
 EC1239                         *CURRENT SURVEY CONTROL
 EC1239  ___________________________________________________________________
 EC1239* NAD 83(2001)-  34 55 19.91132(N)    081 59 17.46183(W)     ADJUSTED  
 EC1239* NAVD 88     -       261.376  (meters)     857.53   (feet)  ADJUSTED  
 EC1239  ___________________________________________________________________
 EC1239  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 EC1239  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EC1239  DYNAMIC HT  -         261.118 (meters)     856.68  (feet)  COMP
 EC1239  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 EC1239
 EC1239  HORZ ORDER  -  SECOND
 EC1239  VERT ORDER  -  FIRST     CLASS II
 EC1239
 EC1239.The horizontal coordinates were established by classical geodetic methods
 EC1239.and adjusted by the National Geodetic Survey in March 2004..
 EC1239
 EC1239.The orthometric height was determined by differential leveling
 EC1239.and adjusted by the National Geodetic Survey in June 1991..
 EC1239
 EC1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1239
 EC1239.The geoid height was determined by GEOID03.
 EC1239
 EC1239.The dynamic height is computed by dividing the NAVD 88
 EC1239.geopotential number by the normal gravity value computed on the
 EC1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1239.degrees latitude (g = 980.6199 gals.).
 EC1239
 EC1239.The modeled gravity was interpolated from observed gravity values.
 EC1239
 EC1239;                    North         East     Units Scale Factor Converg.
 EC1239;SPC SC       -   342,996.542   519,303.617   MT  1.00003280   -0 32 52.3
 EC1239;SPC SC       - 1,125,316.74  1,703,752.02   iFT  1.00003280   -0 32 52.3
 EC1239;UTM  17      - 3,864,860.738   409,739.765   MT  0.99970041   -0 33 56.7
 EC1239
 EC1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1239!SPC SC       -   0.99996390  x   1.00003280  =   0.99999670
 EC1239!UTM  17      -   0.99996390  x   0.99970041  =   0.99966433
 EC1239
 EC1239                          SUPERSEDED SURVEY CONTROL
 EC1239
 EC1239  NAD 83(1986)-  34 55 19.92313(N)    081 59 17.46432(W) AD(       ) 2
 EC1239  NAVD 88 (10/01/92)  261.38   (m)          857.5    (f) LEVELING    3  
 EC1239  NAVD 88 (09/17/91)  261.81   (m)          859.0    (f) LEVELING    3  
 EC1239  NGVD 29 (09/16/91)  261.481  (m)          857.88   (f) ADJUSTED    1 2
 EC1239
 EC1239.Superseded values are not recommended for survey control.
 EC1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1239.See file dsdata.txt to determine how the superseded data were derived.
 EC1239
 EC1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0974064861(NAD 83)
 EC1239_MARKER: DD = SURVEY DISK
 EC1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1239_SP_SET: CONCRETE POST
 EC1239_STAMPING: 42 310 1988
 EC1239_MARK LOGO: SCGS  
 EC1239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1239+STABILITY: SURFACE MOTION
 EC1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1239+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC1239
 EC1239  HISTORY     - Date     Condition        Report By
 EC1239  HISTORY     - 1988     MONUMENTED       SCGS
 EC1239  HISTORY     - 19881101 GOOD             SCGS
 EC1239
 EC1239                          STATION DESCRIPTION
 EC1239
 EC1239'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1239'STATION IS LOCATED 3.7 MI WEST SOUTHWEST OF SPARTANBURG, 6.1 MI
 EC1239'SOUTH OF MOORE.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O. BOX
 EC1239'191, COLUMBIA, SC  29202.
 EC1239'IN THE SHOULDER OF AN ON RAMP (TO INTERSTATE 26 WEST), NEAR THE
 EC1239'NORTHEAST CORNER OF THE OVERPASS OF STATE HIGHWAY 296 AND INTERSTATE
 EC1239'26 (3.75 MI WEST SOUTHWEST OF SPARTANBURG).
 EC1239'STATION IS A CONCRETE POST PROJECTING 2-INCHES AND 1.0 FT ABOVE THE
 EC1239'ON RAMP, 71.7 FT NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE,
 EC1239'49.8 FT SOUTHEAST OF A 12-INCH PINE TREE, 41.9 FT NORTH OF THE
 EC1239'CENTER OF THE WESTBOUND LANES OF HIGHWAY 296, 20.0 FT WEST OF THE
 EC1239'CENTER OF THE ON RAMP, 2.6 FT EAST OF A WITNESS POST.
 EC1239
 EC1239                          STATION RECOVERY (1988)
 EC1239
 EC1239'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2418 ***********************************************************************
 FB2418  DESIGNATION -  42 311
 FB2418  PID         -  FB2418
 FB2418  STATE/COUNTY-  SC/SPARTANBURG
 FB2418  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB2418
 FB2418                         *CURRENT SURVEY CONTROL
 FB2418  ___________________________________________________________________
 FB2418* NAD 83(1986)-  35 08 11.     (N)    082 03 36.     (W)     SCALED    
 FB2418* NAVD 88     -       296.706  (meters)     973.44   (feet)  ADJUSTED  
 FB2418  ___________________________________________________________________
 FB2418  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FB2418  DYNAMIC HT  -         296.408 (meters)     972.47  (feet)  COMP
 FB2418  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 FB2418
 FB2418  VERT ORDER  -  FIRST     CLASS II
 FB2418
 FB2418.The horizontal coordinates were scaled from a topographic map and have
 FB2418.an estimated accuracy of +/- 6 seconds.
 FB2418
 FB2418.The orthometric height was determined by differential leveling
 FB2418.and adjusted by the National Geodetic Survey in June 1991..
 FB2418
 FB2418.The geoid height was determined by GEOID03.
 FB2418
 FB2418.The dynamic height is computed by dividing the NAVD 88
 FB2418.geopotential number by the normal gravity value computed on the
 FB2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2418.degrees latitude (g = 980.6199 gals.).
 FB2418
 FB2418.The modeled gravity was interpolated from observed gravity values.
 FB2418
 FB2418;                    North         East    Units  Estimated Accuracy
 FB2418;SPC SC       -   366,830.      512,990.      MT  (+/- 180 meters Scaled)
 FB2418
 FB2418                          SUPERSEDED SURVEY CONTROL
 FB2418
 FB2418  NGVD 29 (09/16/91)  296.791  (m)          973.72   (f) ADJUSTED    1 2
 FB2418
 FB2418.Superseded values are not recommended for survey control.
 FB2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2418.See file dsdata.txt to determine how the superseded data were derived.
 FB2418
 FB2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU034886(NAD 83)
 FB2418_MARKER: DD = SURVEY DISK
 FB2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2418_SP_SET: CONCRETE POST
 FB2418_STAMPING: 42 311 1988
 FB2418_MARK LOGO: SCGS  
 FB2418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2418+STABILITY: SURFACE MOTION
 FB2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2418+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB2418
 FB2418  HISTORY     - Date     Condition        Report By
 FB2418  HISTORY     - 1988     MONUMENTED       SCGS
 FB2418
 FB2418                          STATION DESCRIPTION
 FB2418
 FB2418'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2418'STATION IS LOCATED 0.95 MI WEST NORTHWEST OF NEW PROSPECT, 5.3 MI
 FB2418'EAST NORTHEAST OF CAMPOBELLO.  OWNERSHIP--DANNY MCDOWELL, HIGHWAY 11,
 FB2418'INMAN, SC 29349. PHONE-803-592-1447.
 FB2418'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FB2418'NEW PROSPECT, GO WEST NORTHWESTERLY ON HIGHWAY 11 FOR 0.9 MI TO THE
 FB2418'MARK ON THE RIGHT NEAR A ROW OF BUSHES, 0.8 MI EAST OF THE JUNCTION
 FB2418'OF STATE ROAD 943 AND PRISON CAMP ROAD.
 FB2418'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FT BELOW
 FB2418'THE HIGHWAY, 300.0 FT EAST OF THE CENTER OF A PAVED DRIVEWAY LEADING
 FB2418'TO A BRICK HOUSE, 201.1 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FB2418'BRICK HOUSE, 144.0 FT WEST OF A TELEPHONE JUNCTION BOX NUMBER 17,
 FB2418'34.8 FT NORTH OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1213 ***********************************************************************
 EC1213  DESIGNATION -  42 312
 EC1213  PID         -  EC1213
 EC1213  STATE/COUNTY-  SC/SPARTANBURG
 EC1213  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1213
 EC1213                         *CURRENT SURVEY CONTROL
 EC1213  ___________________________________________________________________
 EC1213* NAD 83(1986)-  34 48 14.     (N)    081 48 53.     (W)     SCALED    
 EC1213* NAVD 88     -       198.799  (meters)     652.23   (feet)  ADJUSTED  
 EC1213  ___________________________________________________________________
 EC1213  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EC1213  DYNAMIC HT  -         198.603 (meters)     651.58  (feet)  COMP
 EC1213  MODELED GRAV-     979,648.4   (mgal)                       NAVD 88
 EC1213
 EC1213  VERT ORDER  -  FIRST     CLASS II
 EC1213
 EC1213.The horizontal coordinates were scaled from a topographic map and have
 EC1213.an estimated accuracy of +/- 6 seconds.
 EC1213
 EC1213.The orthometric height was determined by differential leveling
 EC1213.and adjusted by the National Geodetic Survey in June 1991..
 EC1213
 EC1213.The geoid height was determined by GEOID03.
 EC1213
 EC1213.The dynamic height is computed by dividing the NAVD 88
 EC1213.geopotential number by the normal gravity value computed on the
 EC1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1213.degrees latitude (g = 980.6199 gals.).
 EC1213
 EC1213.The modeled gravity was interpolated from observed gravity values.
 EC1213
 EC1213;                    North         East    Units  Estimated Accuracy
 EC1213;SPC SC       -   329,730.      535,050.      MT  (+/- 180 meters Scaled)
 EC1213
 EC1213                          SUPERSEDED SURVEY CONTROL
 EC1213
 EC1213  NGVD 29 (09/16/91)  198.921  (m)          652.63   (f) ADJUSTED    1 2
 EC1213
 EC1213.Superseded values are not recommended for survey control.
 EC1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1213.See file dsdata.txt to determine how the superseded data were derived.
 EC1213
 EC1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU254515(NAD 83)
 EC1213_MARKER: DD = SURVEY DISK
 EC1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1213_SP_SET: CONCRETE POST
 EC1213_STAMPING: 42 312 1988
 EC1213_MARK LOGO: SCGS  
 EC1213_PROJECTION: RECESSED 15 CENTIMETERS
 EC1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1213+STABILITY: SURFACE MOTION
 EC1213
 EC1213  HISTORY     - Date     Condition        Report By
 EC1213  HISTORY     - 1988     MONUMENTED       SCGS
 EC1213
 EC1213                          STATION DESCRIPTION
 EC1213
 EC1213'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1213'1.5 MI ESE FROM GLENN SPRINGS.
 EC1213'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215 IN GLENN SPRINGS, GO
 EC1213'SOUTHEAST ON HIGHWAY 215 FOR 0.9 MI TO THE JUNCTION OF STATE ROAD
 EC1213'109, TURN LEFT ON ROAD 109 FOR 0.85 MI TO THE MARK ON THE LEFT IN A
 EC1213'PASTURE, 0.8 MI SOUTHWEST OF THE JUNCTION OF STATE ROAD 93, 120.8
 EC1213'FT NORTH NORTHWEST OF THE CENTER OF THE ROAD, 166.0 FT NORTH
 EC1213'NORTHEAST OF A POWER POLE WITH A GUY WIRE CROSSING THE ROAD, 148.6
 EC1213'FT EAST OF A 12-INCH LONE CAROLINA BASSWOOD TREE.
 EC1213'THE MARK IS 2.0 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1214 ***********************************************************************
 EC1214  DESIGNATION -  42 313
 EC1214  PID         -  EC1214
 EC1214  STATE/COUNTY-  SC/SPARTANBURG
 EC1214  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1214
 EC1214                         *CURRENT SURVEY CONTROL
 EC1214  ___________________________________________________________________
 EC1214* NAD 83(1986)-  34 48 45.     (N)    081 48 15.     (W)     SCALED    
 EC1214* NAVD 88     -       175.741  (meters)     576.58   (feet)  ADJUSTED  
 EC1214  ___________________________________________________________________
 EC1214  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 EC1214  DYNAMIC HT  -         175.568 (meters)     576.01  (feet)  COMP
 EC1214  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EC1214
 EC1214  VERT ORDER  -  FIRST     CLASS II
 EC1214
 EC1214.The horizontal coordinates were scaled from a topographic map and have
 EC1214.an estimated accuracy of +/- 6 seconds.
 EC1214
 EC1214.The orthometric height was determined by differential leveling
 EC1214.and adjusted by the National Geodetic Survey in June 1991..
 EC1214
 EC1214.The geoid height was determined by GEOID03.
 EC1214
 EC1214.The dynamic height is computed by dividing the NAVD 88
 EC1214.geopotential number by the normal gravity value computed on the
 EC1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1214.degrees latitude (g = 980.6199 gals.).
 EC1214
 EC1214.The modeled gravity was interpolated from observed gravity values.
 EC1214
 EC1214;                    North         East    Units  Estimated Accuracy
 EC1214;SPC SC       -   330,680.      536,020.      MT  (+/- 180 meters Scaled)
 EC1214
 EC1214                          SUPERSEDED SURVEY CONTROL
 EC1214
 EC1214  NGVD 29 (09/16/91)  175.863  (m)          576.98   (f) ADJUSTED    1 2
 EC1214
 EC1214.Superseded values are not recommended for survey control.
 EC1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1214.See file dsdata.txt to determine how the superseded data were derived.
 EC1214
 EC1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU264525(NAD 83)
 EC1214_MARKER: DD = SURVEY DISK
 EC1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1214_SP_SET: CONCRETE POST
 EC1214_STAMPING: 42 313 1988
 EC1214_MARK LOGO: SCGS  
 EC1214_PROJECTION: PROJECTING 5 CENTIMETERS
 EC1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1214+STABILITY: SURFACE MOTION
 EC1214
 EC1214  HISTORY     - Date     Condition        Report By
 EC1214  HISTORY     - 1988     MONUMENTED       SCGS
 EC1214
 EC1214                          STATION DESCRIPTION
 EC1214
 EC1214'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1214'2.05 MI EAST FROM GLENN SPRINGS.
 EC1214'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215 IN GLENN SPRINGS, GO
 EC1214'SOUTHEAST OF HIGHWAY 215 FOR 0.9 MI TO THE JUNCTION OF STATE ROAD
 EC1214'109, TURN LEFT ON ROAD 109 FOR 1.65 MI TO THE JUNCTION OF STATE ROAD
 EC1214'93, TURN LEFT ON ROAD 93 FOR 0.05 MI TO A GRAVEL DRIVE LEADING
 EC1214'NORTHEAST, TURN RIGHT ON THE DRIVE FOR 0.05 MI TO THE MARK ON THE
 EC1214'LEFT IN THE NORTH NORTHEAST ANGLE OF A GRAVEL DRIVEWAY LEADING TO A
 EC1214'SMALL LOG CABIN HOME, 168.5 FT SOUTH SOUTHEAST OF THE SOUTHEAST
 EC1214'CORNER OF THE HOME, 23.6 FT NORTHEAST OF THE CENTER OF THE DRIVEWAY
 EC1214'TO THE HOME, 88.4 FT NORTH NORTHEAST OF A POWER POLE WITH THREE GUY
 EC1214'WIRES, 19.5 FT NORTHWEST OF THE CENTER OF THE MAIN DRIVE.
 EC1214'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1215 ***********************************************************************
 EC1215  DESIGNATION -  42 314
 EC1215  PID         -  EC1215
 EC1215  STATE/COUNTY-  SC/SPARTANBURG
 EC1215  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1215
 EC1215                         *CURRENT SURVEY CONTROL
 EC1215  ___________________________________________________________________
 EC1215* NAD 83(1986)-  34 49 07.     (N)    081 48 24.     (W)     SCALED    
 EC1215* NAVD 88     -       189.027  (meters)     620.17   (feet)  ADJUSTED  
 EC1215  ___________________________________________________________________
 EC1215  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 EC1215  DYNAMIC HT  -         188.841 (meters)     619.56  (feet)  COMP
 EC1215  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 EC1215
 EC1215  VERT ORDER  -  FIRST     CLASS II
 EC1215
 EC1215.The horizontal coordinates were scaled from a topographic map and have
 EC1215.an estimated accuracy of +/- 6 seconds.
 EC1215
 EC1215.The orthometric height was determined by differential leveling
 EC1215.and adjusted by the National Geodetic Survey in June 1991..
 EC1215
 EC1215.The geoid height was determined by GEOID03.
 EC1215
 EC1215.The dynamic height is computed by dividing the NAVD 88
 EC1215.geopotential number by the normal gravity value computed on the
 EC1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1215.degrees latitude (g = 980.6199 gals.).
 EC1215
 EC1215.The modeled gravity was interpolated from observed gravity values.
 EC1215
 EC1215;                    North         East    Units  Estimated Accuracy
 EC1215;SPC SC       -   331,360.      535,800.      MT  (+/- 180 meters Scaled)
 EC1215
 EC1215                          SUPERSEDED SURVEY CONTROL
 EC1215
 EC1215  NGVD 29 (09/16/91)  189.149  (m)          620.57   (f) ADJUSTED    1 2
 EC1215
 EC1215.Superseded values are not recommended for survey control.
 EC1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1215.See file dsdata.txt to determine how the superseded data were derived.
 EC1215
 EC1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU262532(NAD 83)
 EC1215_MARKER: DD = SURVEY DISK
 EC1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1215_SP_SET: CONCRETE POST
 EC1215_STAMPING: 42 314 1988
 EC1215_MARK LOGO: SCGS  
 EC1215_PROJECTION: FLUSH
 EC1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1215+STABILITY: SURFACE MOTION
 EC1215
 EC1215  HISTORY     - Date     Condition        Report By
 EC1215  HISTORY     - 1988     MONUMENTED       SCGS
 EC1215
 EC1215                          STATION DESCRIPTION
 EC1215
 EC1215'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1215'1.9 MI EAST FROM GLENN SPRINGS.
 EC1215'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215 IN GLENN SPRINGS, GO
 EC1215'EAST NORTHEASTERLY ON HIGHWAY 150 FOR 1.8 MI TO THE JUNCTION OF
 EC1215'STATE ROAD 93, CONTINUE ON HIGHWAY 150 FOR 0.2 MI TO A DIRT DRIVE
 EC1215'RIGHT, TURN RIGHT ON DRIVE FOR 0.05 MI TO THE MARK IN THE CENTER OF
 EC1215'A CIRCLE DRIVE OF A MOBILE HOME, 123.3 FT EAST SOUTHEAST OF A POWER
 EC1215'POLE WITH A TRANSFORMER, 56.0 FT SOUTH OF A POWER POLE, 106.0 FT
 EC1215'NORTHEAST OF A DOUBLE-TRUNKED OAK TREE, 58.0 FT WEST OF THE
 EC1215'SOUTHWEST CORNER OF THE MOBILE HOME.
 EC1215'THE MARK IS ABOVE LEVEL WITH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1216 ***********************************************************************
 EC1216  DESIGNATION -  42 315
 EC1216  PID         -  EC1216
 EC1216  STATE/COUNTY-  SC/SPARTANBURG
 EC1216  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1216
 EC1216                         *CURRENT SURVEY CONTROL
 EC1216  ___________________________________________________________________
 EC1216* NAD 83(2001)-  34 49 42.05373(N)    081 47 43.52947(W)     ADJUSTED  
 EC1216* NAVD 88     -       186.119  (meters)     610.63   (feet)  ADJUSTED  
 EC1216  ___________________________________________________________________
 EC1216  X           -     747,997.129 (meters)                     COMP
 EC1216  Y           -  -5,187,806.026 (meters)                     COMP
 EC1216  Z           -   3,622,340.024 (meters)                     COMP
 EC1216  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EC1216  ELLIP HEIGHT-         154.89  (meters)          (03/13/03) GPS OBS
 EC1216  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 EC1216  DYNAMIC HT  -         185.936 (meters)     610.02  (feet)  COMP
 EC1216  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 EC1216
 EC1216  HORZ ORDER  -  FIRST
 EC1216  VERT ORDER  -  FIRST     CLASS II
 EC1216  ELLP ORDER  -  FOURTH    CLASS II
 EC1216
 EC1216.The horizontal coordinates were established by GPS observations
 EC1216.and adjusted by the National Geodetic Survey in March 2003..
 EC1216
 EC1216.The orthometric height was determined by differential leveling
 EC1216.and adjusted by the National Geodetic Survey in June 1991..
 EC1216
 EC1216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC1216
 EC1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1216
 EC1216.The ellipsoidal height was determined by GPS observations
 EC1216.and is referenced to NAD 83.
 EC1216
 EC1216.The geoid height was determined by GEOID03.
 EC1216
 EC1216.The dynamic height is computed by dividing the NAVD 88
 EC1216.geopotential number by the normal gravity value computed on the
 EC1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1216.degrees latitude (g = 980.6199 gals.).
 EC1216
 EC1216.The modeled gravity was interpolated from observed gravity values.
 EC1216
 EC1216;                    North         East     Units Scale Factor Converg.
 EC1216;SPC SC       -   332,433.215   536,836.657   MT  0.99999823   -0 26 27.5
 EC1216;SPC SC       - 1,090,660.15  1,761,275.12   iFT  0.99999823   -0 26 27.5
 EC1216;UTM  17      - 3,854,296.171   427,264.097   MT  0.99966520   -0 27 15.5
 EC1216
 EC1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1216!SPC SC       -   0.99997569  x   0.99999823  =   0.99997392
 EC1216!UTM  17      -   0.99997569  x   0.99966520  =   0.99964090
 EC1216
 EC1216                          SUPERSEDED SURVEY CONTROL
 EC1216
 EC1216  NAD 83(1995)-  34 49 42.05391(N)    081 47 43.52872(W) AD(       ) 1
 EC1216  ELLIP H (08/25/00)  154.92   (m)                       GP(       ) 4 1
 EC1216  NAD 83(1986)-  34 49 42.06504(N)    081 47 43.53389(W) AD(       ) 1
 EC1216  NGVD 29 (09/16/91)  186.242  (m)          611.03   (f) ADJUSTED    1 2
 EC1216
 EC1216.Superseded values are not recommended for survey control.
 EC1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1216.See file dsdata.txt to determine how the superseded data were derived.
 EC1216
 EC1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2726454296(NAD 83)
 EC1216_MARKER: DD = SURVEY DISK
 EC1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1216_SP_SET: CONCRETE POST
 EC1216_STAMPING: 42 315 1988
 EC1216_MARK LOGO: SCGS  
 EC1216_PROJECTION: FLUSH
 EC1216_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1216+STABILITY: SURFACE MOTION
 EC1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1216+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1998
 EC1216
 EC1216  HISTORY     - Date     Condition        Report By
 EC1216  HISTORY     - 1988     MONUMENTED       SCGS
 EC1216  HISTORY     - 19980903 GOOD             SCGS
 EC1216
 EC1216                          STATION DESCRIPTION
 EC1216
 EC1216'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1216'2.8 MI ENE FROM GLENN SPRINGS.
 EC1216'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215 IN GLENN SPRINGS, GO
 EC1216'EAST NORTHEASTERLY ON HIGHWAY 150 FOR 3.0 MI TO THE JUNCTION OF YARD
 EC1216'ROAD 6-2465), (0.95 MI SOUTH SOUTHWEST OF THE BRIDGE OVER
 EC1216'FAIRFOREST CREEK), TURN RIGHT ON YARD ROAD FOR 0.05 MI TO THE MARK
 EC1216'ON THE LEFT NEAR A MAIL BOX POST AT THE EXTENDED CENTER OF A GRAVEL
 EC1216'DRIVEWAY TO A BRICK HOUSE, 146.2 FT NORTHWEST OF THE WEST CORNER
 EC1216'OF A WOOD AND BRICK HOUSE, 11.6 FT NORTHEAST OF THE CENTER THE
 EC1216'ROAD, 4.7 FT SOUTHEAST OF THE MAIL BOX POST, 135.5 FT WEST A
 EC1216'14-INCH ELM TREE.
 EC1216'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EC1216
 EC1216                          STATION RECOVERY (1998)
 EC1216
 EC1216'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 EC1216'STATION IS LOCATED 2.7 MILES (4.3 KM) EAST NORTHEAST OF GLENN SPRINGS,
 EC1216'11.5 MILES (18.5 KM) SOUTHEAST OF SPARTANBURG.  OWNERSHIP--SCDOT,
 EC1216'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EC1216'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 EC1216'150 (GLENN SPRINGS ROAD) AND 215 IN GLENN SPRINGS, GO EAST NORTHEAST
 EC1216'ON HIGHWAY 150 FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 43
 EC1216'(SULPHUR SPRINGS ROAD) , CONTINUE ON HIGHWAY 150 FOR 1.2 MILES (1.9
 EC1216'KM) TO THE JUNCTION OF A PAVED ROAD RIGHT (YARD ROAD) , TURN RIGHT ON
 EC1216'YARD ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR TWO
 EC1216'MAILBOX POSTS AT THE EXTENDED CENTER OF A GRAVEL DRIVEWAY LEADING TO A
 EC1216'BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 EC1216'LEVEL WITH THE ROAD, 10.8 FEET (3.3 M) NORTHEAST OF THE CENTER OF THE
 EC1216'ROAD, 8.1 FEET (2.5 M) SOUTHEAST OF THE EXTENDED CENTER OF THE
 EC1216'DRIVEWAY LEADING TO HOUSE NUMBER 2721, 177.2 FEET (54.0 M) SOUTHEAST
 EC1216'OF THE CENTER OF GLENN SPRINGS ROAD, 154.9 FEET (47.2 M) SOUTH
 EC1216'SOUTHEAST OF A FIRE HYDRANT, 146.2 FEET (44.6 M) NORTHWEST OF THE WEST
 EC1216'CORNER OF A WOOD AND BRICK HOUSE.  RECOVERED BY D.A.  NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1217 ***********************************************************************
 EC1217  DESIGNATION -  42 316
 EC1217  PID         -  EC1217
 EC1217  STATE/COUNTY-  SC/SPARTANBURG
 EC1217  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1217
 EC1217                         *CURRENT SURVEY CONTROL
 EC1217  ___________________________________________________________________
 EC1217* NAD 83(1986)-  34 50 13.     (N)    081 47 00.     (W)     SCALED    
 EC1217* NAVD 88     -       153.778  (meters)     504.52   (feet)  ADJUSTED  
 EC1217  ___________________________________________________________________
 EC1217  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EC1217  DYNAMIC HT  -         153.627 (meters)     504.02  (feet)  COMP
 EC1217  MODELED GRAV-     979,649.5   (mgal)                       NAVD 88
 EC1217
 EC1217  VERT ORDER  -  FIRST     CLASS II
 EC1217
 EC1217.The horizontal coordinates were scaled from a topographic map and have
 EC1217.an estimated accuracy of +/- 6 seconds.
 EC1217
 EC1217.The orthometric height was determined by differential leveling
 EC1217.and adjusted by the National Geodetic Survey in June 1991..
 EC1217
 EC1217.The geoid height was determined by GEOID03.
 EC1217
 EC1217.The dynamic height is computed by dividing the NAVD 88
 EC1217.geopotential number by the normal gravity value computed on the
 EC1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1217.degrees latitude (g = 980.6199 gals.).
 EC1217
 EC1217.The modeled gravity was interpolated from observed gravity values.
 EC1217
 EC1217;                    North         East    Units  Estimated Accuracy
 EC1217;SPC SC       -   333,380.      537,950.      MT  (+/- 180 meters Scaled)
 EC1217
 EC1217                          SUPERSEDED SURVEY CONTROL
 EC1217
 EC1217  NGVD 29 (09/16/91)  153.900  (m)          504.92   (f) ADJUSTED    1 2
 EC1217
 EC1217.Superseded values are not recommended for survey control.
 EC1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1217.See file dsdata.txt to determine how the superseded data were derived.
 EC1217
 EC1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU283552(NAD 83)
 EC1217_MARKER: DD = SURVEY DISK
 EC1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1217_SP_SET: CONCRETE POST
 EC1217_STAMPING: 42 316 1988
 EC1217_MARK LOGO: SCGS  
 EC1217_PROJECTION: FLUSH
 EC1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1217+STABILITY: SURFACE MOTION
 EC1217
 EC1217  HISTORY     - Date     Condition        Report By
 EC1217  HISTORY     - 1988     MONUMENTED       SCGS
 EC1217
 EC1217                          STATION DESCRIPTION
 EC1217
 EC1217'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1217'3.65 MI NE FROM GLENN SPRINGS.
 EC1217'FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 215 IN GLENN SPRINGS, GO
 EC1217'EAST NORTHEASTERLY ON HIGHWAY 150 FOR 3.95 MI TO THE MARK ON THE
 EC1217'LEFT NEAR THE SOUTHWEST CORNER OF THE BRIDGE OVER FAIRFOREST CREEK,
 EC1217'4.55 MI SOUTH SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 176 AND
 EC1217'STATE HIGHWAY 9, 22.2 FT SOUTH OF THE SOUTH END OF THE BRIDGE, 23.6
 EC1217'FT WEST OF THE CENTER OF THE HIGHWAY, 33.7 FT NORTH OF A REFERENCE
 EC1217'WASHER IN THE 12TH GUARD RAIL POST SOUTH OF THE BRIDGE.
 EC1217'THE MARK IS 3.0 FT  NW FROM  A WITNESS POST
 EC1217'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1220 ***********************************************************************
 EC1220  DESIGNATION -  42 317
 EC1220  PID         -  EC1220
 EC1220  STATE/COUNTY-  SC/SPARTANBURG
 EC1220  USGS QUAD   -  GLENN SPRINGS (1983)
 EC1220
 EC1220                         *CURRENT SURVEY CONTROL
 EC1220  ___________________________________________________________________
 EC1220* NAD 83(1986)-  34 51 53.     (N)    081 46 03.     (W)     SCALED    
 EC1220* NAVD 88     -       206.316  (meters)     676.89   (feet)  ADJUSTED  
 EC1220  ___________________________________________________________________
 EC1220  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EC1220  DYNAMIC HT  -         206.113 (meters)     676.22  (feet)  COMP
 EC1220  MODELED GRAV-     979,644.8   (mgal)                       NAVD 88
 EC1220
 EC1220  VERT ORDER  -  FIRST     CLASS II
 EC1220
 EC1220.The horizontal coordinates were scaled from a topographic map and have
 EC1220.an estimated accuracy of +/- 6 seconds.
 EC1220
 EC1220.The orthometric height was determined by differential leveling
 EC1220.and adjusted by the National Geodetic Survey in June 1991..
 EC1220
 EC1220.The geoid height was determined by GEOID03.
 EC1220
 EC1220.The dynamic height is computed by dividing the NAVD 88
 EC1220.geopotential number by the normal gravity value computed on the
 EC1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1220.degrees latitude (g = 980.6199 gals.).
 EC1220
 EC1220.The modeled gravity was interpolated from observed gravity values.
 EC1220
 EC1220;                    North         East    Units  Estimated Accuracy
 EC1220;SPC SC       -   336,450.      539,420.      MT  (+/- 180 meters Scaled)
 EC1220
 EC1220                          SUPERSEDED SURVEY CONTROL
 EC1220
 EC1220  NGVD 29 (09/16/91)  206.439  (m)          677.29   (f) ADJUSTED    1 2
 EC1220
 EC1220.Superseded values are not recommended for survey control.
 EC1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1220.See file dsdata.txt to determine how the superseded data were derived.
 EC1220
 EC1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU298583(NAD 83)
 EC1220_MARKER: DD = SURVEY DISK
 EC1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1220_SP_SET: CONCRETE POST
 EC1220_STAMPING: 42 317 1988
 EC1220_MARK LOGO: SCGS  
 EC1220_PROJECTION: FLUSH
 EC1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1220+STABILITY: SURFACE MOTION
 EC1220
 EC1220  HISTORY     - Date     Condition        Report By
 EC1220  HISTORY     - 1988     MONUMENTED       SCGS
 EC1220
 EC1220                          STATION DESCRIPTION
 EC1220
 EC1220'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1220'2.25 MI SSW FROM PACOLET.
 EC1220'FROM THE JUNCTION OF STATE HIGHWAYS 150, 9 AND U.S. HIGHWAY 176 IN
 EC1220'PACOLET, GO SOUTH SOUTHWEST ON HIGHWAY 150 FOR 2.3 MI TO THE MARK ON
 EC1220'THE RIGHT IN A PASTURE, 0.05 MI NORTH NORTHEAST OF THE JUNCTION OF
 EC1220'KIRBY ROAD (3-2424), 29.5 FT WEST NORTHWEST OF THE CENTER OF THE
 EC1220'HIGHWAY, 43.2 FT SOUTHWEST OF A LONE PINE TREE IN A FENCE LINE,
 EC1220'29.0 FT NORTH OF A REFERENCE WASHER IN A FENCE POST.
 EC1220'THE MARK IS 12.2 FT  NNW FROM  A WITNESS POST
 EC1220'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1221 ***********************************************************************
 EC1221  DESIGNATION -  42 318
 EC1221  PID         -  EC1221
 EC1221  STATE/COUNTY-  SC/SPARTANBURG
 EC1221  USGS QUAD   -  PACOLET (1983)
 EC1221
 EC1221                         *CURRENT SURVEY CONTROL
 EC1221  ___________________________________________________________________
 EC1221* NAD 83(1986)-  34 52 36.     (N)    081 46 00.     (W)     SCALED    
 EC1221* NAVD 88     -       223.958  (meters)     734.77   (feet)  ADJUSTED  
 EC1221  ___________________________________________________________________
 EC1221  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EC1221  DYNAMIC HT  -         223.737 (meters)     734.04  (feet)  COMP
 EC1221  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 EC1221
 EC1221  VERT ORDER  -  FIRST     CLASS II
 EC1221
 EC1221.The horizontal coordinates were scaled from a topographic map and have
 EC1221.an estimated accuracy of +/- 6 seconds.
 EC1221
 EC1221.The orthometric height was determined by differential leveling
 EC1221.and adjusted by the National Geodetic Survey in June 1991..
 EC1221
 EC1221.The geoid height was determined by GEOID03.
 EC1221
 EC1221.The dynamic height is computed by dividing the NAVD 88
 EC1221.geopotential number by the normal gravity value computed on the
 EC1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1221.degrees latitude (g = 980.6199 gals.).
 EC1221
 EC1221.The modeled gravity was interpolated from observed gravity values.
 EC1221
 EC1221;                    North         East    Units  Estimated Accuracy
 EC1221;SPC SC       -   337,770.      539,510.      MT  (+/- 180 meters Scaled)
 EC1221
 EC1221                          SUPERSEDED SURVEY CONTROL
 EC1221
 EC1221  NGVD 29 (09/16/91)  224.081  (m)          735.17   (f) ADJUSTED    1 2
 EC1221
 EC1221.Superseded values are not recommended for survey control.
 EC1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1221.See file dsdata.txt to determine how the superseded data were derived.
 EC1221
 EC1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU299596(NAD 83)
 EC1221_MARKER: DD = SURVEY DISK
 EC1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1221_SP_SET: CONCRETE POST
 EC1221_STAMPING: 42 318 1988
 EC1221_MARK LOGO: SCGS  
 EC1221_PROJECTION: FLUSH
 EC1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1221+STABILITY: SURFACE MOTION
 EC1221
 EC1221  HISTORY     - Date     Condition        Report By
 EC1221  HISTORY     - 1988     MONUMENTED       SCGS
 EC1221
 EC1221                          STATION DESCRIPTION
 EC1221
 EC1221'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1221'1.4 MI SSW FROM PACOLET.
 EC1221'FROM THE JUNCTION OF STATE HIGHWAYS 150, 9 AND U.S. HIGHWAY 176 IN
 EC1221'PACOLET, GO SOUTH SOUTHWEST OF HIGHWAY 150 FOR 1.45 MI TO THE
 EC1221'JUNCTION OF LEMONADE ROAD (3-2423) AND THE MARK ON THE LEFT IN THE
 EC1221'SOUTHEAST ANGLE OF THE JUNCTION, 75.2 FT EAST OF THE CENTER OF THE
 EC1221'HIGHWAY, 17.7 FT SOUTHWEST OF THE CENTER OF THE ROAD, 51.4 FT EAST
 EC1221'NORTHEAST OF A POWER POLE WITH A TELEPHONE JUNCTION BOX ATTACHED,
 EC1221'121.7 FT NORTH NORTHWEST OF THE EAST CORNER OF A BRICK FOUNDATION
 EC1221'UNDER A MOBILE HOME.
 EC1221'THE MARK IS 2.0 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1222 ***********************************************************************
 EC1222  DESIGNATION -  42 319
 EC1222  PID         -  EC1222
 EC1222  STATE/COUNTY-  SC/SPARTANBURG
 EC1222  USGS QUAD   -  PACOLET (1983)
 EC1222
 EC1222                         *CURRENT SURVEY CONTROL
 EC1222  ___________________________________________________________________
 EC1222* NAD 83(1986)-  34 53 29.     (N)    081 45 48.     (W)     SCALED    
 EC1222* NAVD 88     -       231.874  (meters)     760.74   (feet)  ADJUSTED  
 EC1222  ___________________________________________________________________
 EC1222  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EC1222  DYNAMIC HT  -         231.645 (meters)     759.99  (feet)  COMP
 EC1222  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 EC1222
 EC1222  VERT ORDER  -  FIRST     CLASS II
 EC1222
 EC1222.The horizontal coordinates were scaled from a topographic map and have
 EC1222.an estimated accuracy of +/- 6 seconds.
 EC1222
 EC1222.The orthometric height was determined by differential leveling
 EC1222.and adjusted by the National Geodetic Survey in June 1991..
 EC1222
 EC1222.The geoid height was determined by GEOID03.
 EC1222
 EC1222.The dynamic height is computed by dividing the NAVD 88
 EC1222.geopotential number by the normal gravity value computed on the
 EC1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1222.degrees latitude (g = 980.6199 gals.).
 EC1222
 EC1222.The modeled gravity was interpolated from observed gravity values.
 EC1222
 EC1222;                    North         East    Units  Estimated Accuracy
 EC1222;SPC SC       -   339,410.      539,820.      MT  (+/- 180 meters Scaled)
 EC1222
 EC1222                          SUPERSEDED SURVEY CONTROL
 EC1222
 EC1222  NGVD 29 (09/16/91)  231.996  (m)          761.14   (f) ADJUSTED    1 2
 EC1222
 EC1222.Superseded values are not recommended for survey control.
 EC1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1222.See file dsdata.txt to determine how the superseded data were derived.
 EC1222
 EC1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU302612(NAD 83)
 EC1222_MARKER: DD = SURVEY DISK
 EC1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1222_SP_SET: CONCRETE POST
 EC1222_STAMPING: 42 319 1988
 EC1222_MARK LOGO: SCGS  
 EC1222_PROJECTION: FLUSH
 EC1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1222+STABILITY: SURFACE MOTION
 EC1222
 EC1222  HISTORY     - Date     Condition        Report By
 EC1222  HISTORY     - 1988     MONUMENTED       SCGS
 EC1222
 EC1222                          STATION DESCRIPTION
 EC1222
 EC1222'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1222'0.6 MI SSW FROM PACOLET.
 EC1222'FROM THE JUNCTION OF STATE HIGHWAYS 150, 9 AND U.S. HIGHWAY 176 IN
 EC1222'PACOLET, GO SOUTH SOUTHWEST ON HIGHWAY 150 FOR 0.4 MI TO THE
 EC1222'JUNCTION OF STATE ROAD 883 (DOGWOOD DRIVE) AND THE MARK ON THE LEFT IN
 EC1222'FRONT OF A LARGE HOUSE, 105.2 FT WEST NORTHWEST OF THE WEST CORNER
 EC1222'OF THE HOUSE, 63.5 FT EAST OF A FIRE HYDRANT, 95.5 FT SOUTHWEST OF
 EC1222'THE EXTENDED CENTER OF DOGWOOD DRIVE, 21.4 FT SOUTHEAST OF THE
 EC1222'CENTER OF THE HIGHWAY, 38.3 FT NORTHEAST OF A POWER POLE.
 EC1222'THE MARK IS 1.0 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1230 ***********************************************************************
 EC1230  DESIGNATION -  42 320
 EC1230  PID         -  EC1230
 EC1230  STATE/COUNTY-  SC/SPARTANBURG
 EC1230  USGS QUAD   -  ENOREE (1969)
 EC1230
 EC1230                         *CURRENT SURVEY CONTROL
 EC1230  ___________________________________________________________________
 EC1230* NAD 83(2001)-  34 39 20.06405(N)    081 57 54.74422(W)     ADJUSTED  
 EC1230* NAVD 88     -       178.643  (meters)     586.10   (feet)  ADJUSTED  
 EC1230  ___________________________________________________________________
 EC1230  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 EC1230  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 EC1230  DYNAMIC HT  -         178.465 (meters)     585.51  (feet)  COMP
 EC1230  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 EC1230
 EC1230  HORZ ORDER  -  SECOND
 EC1230  VERT ORDER  -  FIRST     CLASS II
 EC1230
 EC1230.The horizontal coordinates were established by classical geodetic methods
 EC1230.and adjusted by the National Geodetic Survey in March 2004..
 EC1230
 EC1230.The orthometric height was determined by differential leveling
 EC1230.and adjusted by the National Geodetic Survey in June 1991..
 EC1230
 EC1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1230
 EC1230.The geoid height was determined by GEOID03.
 EC1230
 EC1230.The dynamic height is computed by dividing the NAVD 88
 EC1230.geopotential number by the normal gravity value computed on the
 EC1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1230.degrees latitude (g = 980.6199 gals.).
 EC1230
 EC1230.The modeled gravity was interpolated from observed gravity values.
 EC1230
 EC1230;                    North         East     Units Scale Factor Converg.
 EC1230;SPC SC       -   313,400.003   521,126.876   MT  0.99994168   -0 32 06.4
 EC1230;SPC SC       - 1,028,215.23  1,709,733.85   iFT  0.99994168   -0 32 06.4
 EC1230;UTM  17      - 3,835,272.192   411,554.331   MT  0.99969642   -0 32 56.0
 EC1230
 EC1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1230!SPC SC       -   0.99997680  x   0.99994168  =   0.99991848
 EC1230!UTM  17      -   0.99997680  x   0.99969642  =   0.99967322
 EC1230
 EC1230                          SUPERSEDED SURVEY CONTROL
 EC1230
 EC1230  NAD 83(1986)-  34 39 20.07438(N)    081 57 54.74782(W) AD(       ) 2
 EC1230  NAVD 88 (10/01/92)  178.64   (m)          586.1    (f) LEVELING    3  
 EC1230  NAVD 88 (09/17/91)  179.08   (m)          587.5    (f) LEVELING    3  
 EC1230  NGVD 29 (09/16/91)  178.761  (m)          586.49   (f) ADJUSTED    1 2
 EC1230
 EC1230.Superseded values are not recommended for survey control.
 EC1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1230.See file dsdata.txt to determine how the superseded data were derived.
 EC1230
 EC1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1155435272(NAD 83)
 EC1230_MARKER: DD = SURVEY DISK
 EC1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1230_SP_SET: CONCRETE POST
 EC1230_STAMPING: 42 320 1988
 EC1230_MARK LOGO: SCGS  
 EC1230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1230+STABILITY: SURFACE MOTION
 EC1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1230+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1990
 EC1230
 EC1230  HISTORY     - Date     Condition        Report By
 EC1230  HISTORY     - 1988     MONUMENTED       SCGS
 EC1230  HISTORY     - 19881101 GOOD             SCGS
 EC1230  HISTORY     - 19900912 GOOD             SCGS
 EC1230
 EC1230                          STATION DESCRIPTION
 EC1230
 EC1230'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1230'STATION IS LOCATED IN ENOREE. OWNERSHIP--R. DOUGLAS BRUCE, ENOREE, SC.
 EC1230'29335.
 EC1230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 EC1230'HIGHWAY 92 IN ENOREE, GO NORTH ON HIGHWAY 221 FOR 0.20 MI TO THE
 EC1230'MARK ON THE LEFT.
 EC1230'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FT BELOW
 EC1230'THE HIGHWAY, 32.6 FT WEST OF THE CENTER OF THE HIGHWAY, 43.6 FT
 EC1230'NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK PORCH OF A WOODEN
 EC1230'HOUSE (MR. BRUCES RESIDENCE), 41.7 FT SOUTHEAST OF THE SOUTHEAST
 EC1230'CORNER OF A WOODEN HOUSE/FLOWER SHOP (MARTHAS FLOWERS), 8.0 FT SOUTH
 EC1230'SOUTHWEST OF A POWER POLE NUMBER 26 WITH A TRANSFORMER, 6.4 FT SOUTH
 EC1230'SOUTHEAST OF A NATURAL GAS REGULATOR VALVE.
 EC1230
 EC1230                          STATION RECOVERY (1988)
 EC1230
 EC1230'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1230'RECOVERED IN GOOD CONDITION.
 EC1230
 EC1230                          STATION RECOVERY (1990)
 EC1230
 EC1230'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1230'STATION IS LOCATED IN ENOREE. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC1230'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC1230'803-737-1350.
 EC1230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 EC1230'HIGHWAY 92 (PARKER ROAD) IN ENOREE, GO NORTH ON HIGHWAY 221 FOR 0.25
 EC1230'MILE TO THE STATION ON THE LEFT NEAR A POWER POLE.
 EC1230'STATION IS A CONCRETE POST RECESSED 2-INCHES AND 1.0 FOOT ABOVE THE
 EC1230'HIGHWAY, 33.3 FEET WEST OF THE CENTER OF THE HIGHWAY, 43.6 FEET
 EC1230'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE NUMBER 15718, 41.6
 EC1230'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN HOUSE, 8.2 FEET
 EC1230'SOUTH SOUTHWEST OF A POWER POLE NUMBER 26 WITH A TRANSFORMER, 4.9
 EC1230'FEET SOUTH SOUTHEAST OF THE SOUTHEAST METAL CORNER POST OF A GAS
 EC1230'METER GUARD.
 EC1230'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1233 ***********************************************************************
 EC1233  DESIGNATION -  42 321
 EC1233  PID         -  EC1233
 EC1233  STATE/COUNTY-  SC/SPARTANBURG
 EC1233  USGS QUAD   -  ENOREE (1969)
 EC1233
 EC1233                         *CURRENT SURVEY CONTROL
 EC1233  ___________________________________________________________________
 EC1233* NAD 83(2001)-  34 39 34.54285(N)    081 57 54.98957(W)     ADJUSTED  
 EC1233* NAVD 88     -       185.186  (meters)     607.56   (feet)  ADJUSTED  
 EC1233  ___________________________________________________________________
 EC1233  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 EC1233  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EC1233  DYNAMIC HT  -         185.001 (meters)     606.96  (feet)  COMP
 EC1233  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 EC1233
 EC1233  HORZ ORDER  -  SECOND
 EC1233  VERT ORDER  -  FIRST     CLASS II
 EC1233
 EC1233.The horizontal coordinates were established by classical geodetic methods
 EC1233.and adjusted by the National Geodetic Survey in March 2004..
 EC1233
 EC1233.The orthometric height was determined by differential leveling
 EC1233.and adjusted by the National Geodetic Survey in June 1991..
 EC1233
 EC1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1233
 EC1233.The geoid height was determined by GEOID03.
 EC1233
 EC1233.The dynamic height is computed by dividing the NAVD 88
 EC1233.geopotential number by the normal gravity value computed on the
 EC1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1233.degrees latitude (g = 980.6199 gals.).
 EC1233
 EC1233.The modeled gravity was interpolated from observed gravity values.
 EC1233
 EC1233;                    North         East     Units Scale Factor Converg.
 EC1233;SPC SC       -   313,846.182   521,124.796   MT  0.99994289   -0 32 06.5
 EC1233;SPC SC       - 1,029,679.07  1,709,727.02   iFT  0.99994289   -0 32 06.5
 EC1233;UTM  17      - 3,835,718.262   411,552.359   MT  0.99969642   -0 32 56.4
 EC1233
 EC1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1233!SPC SC       -   0.99997577  x   0.99994289  =   0.99991866
 EC1233!UTM  17      -   0.99997577  x   0.99969642  =   0.99967220
 EC1233
 EC1233                          SUPERSEDED SURVEY CONTROL
 EC1233
 EC1233  NAD 83(1986)-  34 39 34.55318(N)    081 57 54.99319(W) AD(       ) 2
 EC1233  NAVD 88 (10/01/92)  185.19   (m)          607.6    (f) LEVELING    3  
 EC1233  NAVD 88 (09/17/91)  185.62   (m)          609.0    (f) LEVELING    3  
 EC1233  NGVD 29 (09/16/91)  185.303  (m)          607.95   (f) ADJUSTED    1 2
 EC1233
 EC1233.Superseded values are not recommended for survey control.
 EC1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1233.See file dsdata.txt to determine how the superseded data were derived.
 EC1233
 EC1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1155235718(NAD 83)
 EC1233_MARKER: DD = SURVEY DISK
 EC1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1233_SP_SET: CONCRETE POST
 EC1233_STAMPING: 42 321 1988
 EC1233_MARK LOGO: SCGS  
 EC1233_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1233+STABILITY: SURFACE MOTION
 EC1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1233+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC1233
 EC1233  HISTORY     - Date     Condition        Report By
 EC1233  HISTORY     - 1988     MONUMENTED       SCGS
 EC1233  HISTORY     - 19881101 GOOD             SCGS
 EC1233  HISTORY     - 19900912 GOOD             SCGS
 EC1233
 EC1233                          STATION DESCRIPTION
 EC1233
 EC1233'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1233'STATION IS LOCATED 0.5 MI NORTH OF ENOREE, 0.3 MI NORTHEAST OF THE
 EC1233'ENOREE RIVER (LAURENS COUNTY LINE).  OWNERSHIP--MR. GEORGE WEATHERS,
 EC1233'DHPT PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 EC1233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 EC1233'HIGHWAY 92 IN ENOREE, GO NORTH ON HIGHWAY 221 FOR (O.3 MI TO THE
 EC1233'JUNCTION OF STATE ROAD 893, CONTINUE ON HIGHWAY 221 FOR (O.25 MI TO
 EC1233'THE MARK ON THE RIGHT.
 EC1233'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC1233'HIGHWAY, 30.4 FT EAST OF THE CENTER OF THE HIGHWAY, 16.4 FT SOUTH
 EC1233'SOUTHWEST OF A POWER POLE NUMBER 957, 64.0 FT EAST NORTHEAST OF A
 EC1233'POWER POLE NUMBER 34 WITH TWO GUY WIRES, 149.0 FT SOUTH OF THE
 EC1233'CENTER OF A DRIVEWAY TO A VINYL-SIDED THREE STALL GARAGE FOR A LARGE
 EC1233'BRICK HOUSE, 38.7 FT WEST NORTHWEST OF A TRIPLE-TRUNKED SUGARBERRY
 EC1233'TREE, 4.9 FT WEST OF A WITNESS POST.
 EC1233
 EC1233                          STATION RECOVERY (1988)
 EC1233
 EC1233'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1233'RECOVERED IN GOOD CONDITION.
 EC1233
 EC1233                          STATION RECOVERY (1990)
 EC1233
 EC1233'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1233'STATION IS LOCATED IN ENOREE. OWNERSHIP--SCDHPT, DIRECTOR OF
 EC1233'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC1233'803-737-1350.
 EC1233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 EC1233'HIGHWAY 92 (PARKER ROAD) IN ENOREE, GO NORTH ON HIGHWAY 221 FOR 0.3
 EC1233'MILE TO THE JUNCTION OF STATE ROAD 893 (PEARSON ROAD), CONTINUE ON
 EC1233'HIGHWAY 221 FOR 0.25 MILE TO THE STATION ON THE RIGHT NEAR A POWER
 EC1233'POLE.
 EC1233'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC1233'HIGHWAY, 35.0 FEET EAST OF THE CENTER OF THE HIGHWAY, 16.8 FEET SOUTH
 EC1233'SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 EC1233'38.5 FEET WEST NORTHWEST OF A 17-INCH TRIPLE TRUNKED ELM TREE, 2.0
 EC1233'FEET WEST OF A WITNESS POST.
 EC1233'NOTE-MARGINAL GPS STATION, BLOCKAGE 50 DEGREES TO THE EAST.
 EC1233'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1236 ***********************************************************************
 EC1236  DESIGNATION -  42 322
 EC1236  PID         -  EC1236
 EC1236  STATE/COUNTY-  SC/SPARTANBURG
 EC1236  USGS QUAD   -  ENOREE (1969)
 EC1236
 EC1236                         *CURRENT SURVEY CONTROL
 EC1236  ___________________________________________________________________
 EC1236* NAD 83(2001)-  34 40 53.87687(N)    081 59 13.08927(W)     ADJUSTED  
 EC1236* NAVD 88     -       201.085  (meters)     659.73   (feet)  ADJUSTED  
 EC1236  ___________________________________________________________________
 EC1236  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 EC1236  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EC1236  DYNAMIC HT  -         200.885 (meters)     659.07  (feet)  COMP
 EC1236  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 EC1236
 EC1236  HORZ ORDER  -  SECOND
 EC1236  VERT ORDER  -  FIRST     CLASS II
 EC1236
 EC1236.The horizontal coordinates were established by classical geodetic methods
 EC1236.and adjusted by the National Geodetic Survey in March 2004..
 EC1236
 EC1236.The orthometric height was determined by differential leveling
 EC1236.and adjusted by the National Geodetic Survey in June 1991..
 EC1236
 EC1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1236
 EC1236.The geoid height was determined by GEOID03.
 EC1236
 EC1236.The dynamic height is computed by dividing the NAVD 88
 EC1236.geopotential number by the normal gravity value computed on the
 EC1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1236.degrees latitude (g = 980.6199 gals.).
 EC1236
 EC1236.The modeled gravity was interpolated from observed gravity values.
 EC1236
 EC1236;                    North         East     Units Scale Factor Converg.
 EC1236;SPC SC       -   316,309.410   519,159.739   MT  0.99994962   -0 32 49.8
 EC1236;SPC SC       - 1,037,760.53  1,703,279.98   iFT  0.99994962   -0 32 49.8
 EC1236;UTM  17      - 3,838,181.365   409,588.396   MT  0.99970075   -0 33 41.9
 EC1236
 EC1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1236!SPC SC       -   0.99997329  x   0.99994962  =   0.99992291
 EC1236!UTM  17      -   0.99997329  x   0.99970075  =   0.99967404
 EC1236
 EC1236                          SUPERSEDED SURVEY CONTROL
 EC1236
 EC1236  NAD 83(1986)-  34 40 53.88726(N)    081 59 13.09248(W) AD(       ) 2
 EC1236  NAVD 88 (10/01/92)  201.09   (m)          659.7    (f) LEVELING    3  
 EC1236  NAVD 88 (09/17/91)  201.52   (m)          661.2    (f) LEVELING    3  
 EC1236  NGVD 29 (09/16/91)  201.200  (m)          660.10   (f) ADJUSTED    1 2
 EC1236
 EC1236.Superseded values are not recommended for survey control.
 EC1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1236.See file dsdata.txt to determine how the superseded data were derived.
 EC1236
 EC1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0958838181(NAD 83)
 EC1236_MARKER: DD = SURVEY DISK
 EC1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1236_SP_SET: CONCRETE POST
 EC1236_STAMPING: 42 322 1988
 EC1236_MARK LOGO: SCGS  
 EC1236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1236+STABILITY: SURFACE MOTION
 EC1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1236+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC1236
 EC1236  HISTORY     - Date     Condition        Report By
 EC1236  HISTORY     - 1988     MONUMENTED       SCGS
 EC1236  HISTORY     - 19881101 GOOD             SCGS
 EC1236
 EC1236                          STATION DESCRIPTION
 EC1236
 EC1236'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1236'STATION IS LOCATED 2.4 MI NORTH NORTHWEST OF ENOREE, 2.5 MI NORTH
 EC1236'NORTHEAST OF THE ENOREE RIVER AND LAURENS COUNTY LINE.
 EC1236'OWNERSHIP--SEABOARD RAILROAD, MR. J.H. MOODY, ROADMASTER.
 EC1236'PHONE-803-984-2318.
 EC1236'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 EC1236'HIGHWAY 92 IN ENOREE, GO NORTH ON HIGHWAY 221 FOR 2.4 MI TO A FIELD
 EC1236'ACCESS ROAD, TURN LEFT CROSSING TRACKS AND PROCEED NORTH ON ROAD
 EC1236'PARALLELING RAILROADS TRACKS FOR 0.1 MI TO THE MARK ON THE RIGHT.
 EC1236'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FT ABOVE
 EC1236'THE HIGHWAY, 19.5 FT SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 EC1236'TRACKS, 29.3 FT NORTHEAST OF THE CENTER OF THE GRASSY FIELD ACCESS
 EC1236'ROAD, 2.0 FT NORTHWEST OF A WITNESS POST.
 EC1236
 EC1236                          STATION RECOVERY (1988)
 EC1236
 EC1236'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1237 ***********************************************************************
 EC1237  DESIGNATION -  42 323
 EC1237  PID         -  EC1237
 EC1237  STATE/COUNTY-  SC/SPARTANBURG
 EC1237  USGS QUAD   -  ENOREE (1969)
 EC1237
 EC1237                         *CURRENT SURVEY CONTROL
 EC1237  ___________________________________________________________________
 EC1237* NAD 83(2001)-  34 41 21.23710(N)    081 59 31.07198(W)     ADJUSTED  
 EC1237* NAVD 88     -       209.126  (meters)     686.11   (feet)  ADJUSTED  
 EC1237  ___________________________________________________________________
 EC1237  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EC1237  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 EC1237  DYNAMIC HT  -         208.918 (meters)     685.43  (feet)  COMP
 EC1237  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 EC1237
 EC1237  HORZ ORDER  -  SECOND
 EC1237  VERT ORDER  -  FIRST     CLASS II
 EC1237
 EC1237.The horizontal coordinates were established by classical geodetic methods
 EC1237.and adjusted by the National Geodetic Survey in March 2004..
 EC1237
 EC1237.The orthometric height was determined by differential leveling
 EC1237.and adjusted by the National Geodetic Survey in June 1991..
 EC1237
 EC1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1237
 EC1237.The geoid height was determined by GEOID03.
 EC1237
 EC1237.The dynamic height is computed by dividing the NAVD 88
 EC1237.geopotential number by the normal gravity value computed on the
 EC1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1237.degrees latitude (g = 980.6199 gals.).
 EC1237
 EC1237.The modeled gravity was interpolated from observed gravity values.
 EC1237
 EC1237;                    North         East     Units Scale Factor Converg.
 EC1237;SPC SC       -   317,156.824   518,710.113   MT  0.99995197   -0 32 59.8
 EC1237;SPC SC       - 1,040,540.76  1,701,804.83   iFT  0.99995197   -0 32 59.8
 EC1237;UTM  17      - 3,839,028.682   409,139.098   MT  0.99970175   -0 33 52.5
 EC1237
 EC1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1237!SPC SC       -   0.99997203  x   0.99995197  =   0.99992400
 EC1237!UTM  17      -   0.99997203  x   0.99970175  =   0.99967378
 EC1237
 EC1237                          SUPERSEDED SURVEY CONTROL
 EC1237
 EC1237  NAD 83(1986)-  34 41 21.24747(N)    081 59 31.07500(W) AD(       ) 2
 EC1237  NAVD 88 (10/01/92)  209.13   (m)          686.1    (f) LEVELING    3  
 EC1237  NAVD 88 (09/17/91)  209.56   (m)          687.5    (f) LEVELING    3  
 EC1237  NGVD 29 (09/16/91)  209.240  (m)          686.48   (f) ADJUSTED    1 2
 EC1237
 EC1237.Superseded values are not recommended for survey control.
 EC1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1237.See file dsdata.txt to determine how the superseded data were derived.
 EC1237
 EC1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0913939029(NAD 83)
 EC1237_MARKER: DD = SURVEY DISK
 EC1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1237_SP_SET: CONCRETE POST
 EC1237_STAMPING: 42 323 1988
 EC1237_MARK LOGO: SCGS  
 EC1237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1237+STABILITY: SURFACE MOTION
 EC1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1237+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EC1237
 EC1237  HISTORY     - Date     Condition        Report By
 EC1237  HISTORY     - 1988     MONUMENTED       SCGS
 EC1237  HISTORY     - 19881101 GOOD             SCGS
 EC1237
 EC1237                          STATION DESCRIPTION
 EC1237
 EC1237'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1237'STATION IS LOCATED 2.9 MI NORTHWEST OF ENOREE, 4.25 MI SOUTHEAST
 EC1237'OF WOODRUFF.  OWNERSHIP--SEABOARD RAILROAD, MR. J.H. MOODY,
 EC1237'ROADMASTER. PHONE-803-984-2318.
 EC1237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 EC1237'HIGHWAY 92 IN ENOREE, GO NORTH ON HIGHWAY 221 FOR 1.8 MI TO THE
 EC1237'RAILROAD CROSSING AT THE NATIONAL STARCH COMPANY, CONTINUE ON 221 FOR
 EC1237'1.3 MI TO A PAVED FIELD ACCESS DRIVE LEFT CROSSING THE RAILROAD
 EC1237'TRACKS, TURN LEFT CROSSING THE TRACKS TO THE MARK ON THE RIGHT.
 EC1237'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC1237'TRACKS, 20.5 FT NORTH NORTHWEST OF RAILROAD CROSSING SIGN POST,
 EC1237'10.0 FT SOUTHWEST OF A CONCRETE CULVERT UNDER THE TRACKS, 18.6 FT
 EC1237'WEST SOUTHWEST OF THE WESTERN MOST RAIL OF THE TRACKS, 52.8 FT SOUTH
 EC1237'SOUTHWEST OF A RAILROAD WHISTLE POST, 2.1 FT EAST NORTHEAST OF A
 EC1237'WITNESS POST.
 EC1237
 EC1237                          STATION RECOVERY (1988)
 EC1237
 EC1237'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 EC1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1300 ***********************************************************************
 ED1300  DESIGNATION -  42 324
 ED1300  PID         -  ED1300
 ED1300  STATE/COUNTY-  SC/SPARTANBURG
 ED1300  USGS QUAD   -  WOODRUFF (1983)
 ED1300
 ED1300                         *CURRENT SURVEY CONTROL
 ED1300  ___________________________________________________________________
 ED1300* NAD 83(2001)-  34 41 46.58487(N)    081 59 59.47983(W)     ADJUSTED  
 ED1300* NAVD 88     -       219.134  (meters)     718.94   (feet)  ADJUSTED  
 ED1300  ___________________________________________________________________
 ED1300  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ED1300  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 ED1300  DYNAMIC HT  -         218.917 (meters)     718.23  (feet)  COMP
 ED1300  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 ED1300
 ED1300  HORZ ORDER  -  SECOND
 ED1300  VERT ORDER  -  FIRST     CLASS II
 ED1300
 ED1300.The horizontal coordinates were established by classical geodetic methods
 ED1300.and adjusted by the National Geodetic Survey in March 2004..
 ED1300
 ED1300.The orthometric height was determined by differential leveling
 ED1300.and adjusted by the National Geodetic Survey in June 1991..
 ED1300
 ED1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1300
 ED1300.The geoid height was determined by GEOID03.
 ED1300
 ED1300.The dynamic height is computed by dividing the NAVD 88
 ED1300.geopotential number by the normal gravity value computed on the
 ED1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1300.degrees latitude (g = 980.6199 gals.).
 ED1300
 ED1300.The modeled gravity was interpolated from observed gravity values.
 ED1300
 ED1300;                    North         East     Units Scale Factor Converg.
 ED1300;SPC SC       -   317,944.817   517,994.664   MT  0.99995417   -0 33 15.5
 ED1300;SPC SC       - 1,043,126.04  1,699,457.56   iFT  0.99995417   -0 33 15.5
 ED1300;UTM  17      - 3,839,816.661   408,424.031   MT  0.99970336   -0 34 09.1
 ED1300
 ED1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1300!SPC SC       -   0.99997046  x   0.99995417  =   0.99992463
 ED1300!UTM  17      -   0.99997046  x   0.99970336  =   0.99967383
 ED1300
 ED1300                          SUPERSEDED SURVEY CONTROL
 ED1300
 ED1300  NAD 83(1986)-  34 41 46.59527(N)    081 59 59.48263(W) AD(       ) 2
 ED1300  NAVD 88 (10/01/92)  219.13   (m)          718.9    (f) LEVELING    3  
 ED1300  NAVD 88 (09/17/91)  219.57   (m)          720.4    (f) LEVELING    3  
 ED1300  NGVD 29 (09/16/91)  219.248  (m)          719.32   (f) ADJUSTED    1 2
 ED1300
 ED1300.Superseded values are not recommended for survey control.
 ED1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1300.See file dsdata.txt to determine how the superseded data were derived.
 ED1300
 ED1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0842439817(NAD 83)
 ED1300_MARKER: DD = SURVEY DISK
 ED1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1300_SP_SET: CONCRETE POST
 ED1300_STAMPING: 42 324 1988
 ED1300_MARK LOGO: SCGS  
 ED1300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1300+STABILITY: SURFACE MOTION
 ED1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1300+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1300
 ED1300  HISTORY     - Date     Condition        Report By
 ED1300  HISTORY     - 1988     MONUMENTED       SCGS
 ED1300  HISTORY     - 19881101 GOOD             SCGS
 ED1300
 ED1300                          STATION DESCRIPTION
 ED1300
 ED1300'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1300'STATION IS LOCATED 3.6 MI SOUTHEAST OF WOODRUFF, 3.6 MI NORTHWEST
 ED1300'OF ENOREE.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION
 ED1300'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1300'TO REACH THE STATION  FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 ED1300'HIGHWAY 101 IN WOODRUFF, GO SOUTHEAST ON HIGHWAY 221 FOR 0.5 MI TO
 ED1300'THE Y-JUNCTION OF STATE HIGHWAY 146, CONTINUE ON 221 FOR 3.2 MI TO
 ED1300'THE MARK ON THE LEFT, 0.1 MI NORTH OF THE JUNCTION OF STATE ROAD 116
 ED1300'AT BROWNS STORE.
 ED1300'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FT ABOVE
 ED1300'THE HIGHWAY, 3.1 FT EAST SOUTHEAST OF A POWER POLE WITH A GUY WIRE
 ED1300'AND A SILVER TELEPHONE BOX NUMBER 6 ATTACHED, 5.5 FT EAST SOUTHEAST
 ED1300'OF AN ORANGE METAL 3.0 FT HIGH TELEPHONE BOX AA403A47, 32.8 FT
 ED1300'NORTHEAST OF THE CENTER OF THE HIGHWAY, 1.5 FT NORTHEAST A 4-FOOT
 ED1300'WOODEN POST WITH A BURIED CABLE BOX NUMBER 33 ATTACHED, 172.3 FT
 ED1300'WEST SOUTHWEST OF A POWER POLE WITH A GUY WIRE IN THE OPEN FIELD,
 ED1300'1.7 FT SOUTHWEST OF A WITNESS POST.
 ED1300
 ED1300                          STATION RECOVERY (1988)
 ED1300
 ED1300'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1304 ***********************************************************************
 ED1304  DESIGNATION -  42 325
 ED1304  PID         -  ED1304
 ED1304  STATE/COUNTY-  SC/SPARTANBURG
 ED1304  USGS QUAD   -  WOODRUFF (1983)
 ED1304
 ED1304                         *CURRENT SURVEY CONTROL
 ED1304  ___________________________________________________________________
 ED1304* NAD 83(2001)-  34 42 22.70413(N)    082 00 45.03076(W)     ADJUSTED  
 ED1304* NAVD 88     -       230.346  (meters)     755.73   (feet)  ADJUSTED  
 ED1304  ___________________________________________________________________
 ED1304  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 ED1304  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 ED1304  DYNAMIC HT  -         230.116 (meters)     754.97  (feet)  COMP
 ED1304  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 ED1304
 ED1304  HORZ ORDER  -  SECOND
 ED1304  VERT ORDER  -  FIRST     CLASS II
 ED1304
 ED1304.The horizontal coordinates were established by classical geodetic methods
 ED1304.and adjusted by the National Geodetic Survey in March 2004..
 ED1304
 ED1304.The orthometric height was determined by differential leveling
 ED1304.and adjusted by the National Geodetic Survey in June 1991..
 ED1304
 ED1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1304
 ED1304.The geoid height was determined by GEOID03.
 ED1304
 ED1304.The dynamic height is computed by dividing the NAVD 88
 ED1304.geopotential number by the normal gravity value computed on the
 ED1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1304.degrees latitude (g = 980.6199 gals.).
 ED1304
 ED1304.The modeled gravity was interpolated from observed gravity values.
 ED1304
 ED1304;                    North         East     Units Scale Factor Converg.
 ED1304;SPC SC       -   319,069.027   516,846.351   MT  0.99995733   -0 33 40.8
 ED1304;SPC SC       - 1,046,814.39  1,695,690.13   iFT  0.99995733   -0 33 40.8
 ED1304;UTM  17      - 3,840,940.890   407,276.302   MT  0.99970597   -0 34 35.5
 ED1304
 ED1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1304!SPC SC       -   0.99996870  x   0.99995733  =   0.99992603
 ED1304!UTM  17      -   0.99996870  x   0.99970597  =   0.99967468
 ED1304
 ED1304                          SUPERSEDED SURVEY CONTROL
 ED1304
 ED1304  NAD 83(1986)-  34 42 22.71465(N)    082 00 45.03317(W) AD(       ) 2
 ED1304  NAVD 88 (10/01/92)  230.35   (m)          755.7    (f) LEVELING    3  
 ED1304  NAVD 88 (09/17/91)  230.78   (m)          757.2    (f) LEVELING    3  
 ED1304  NGVD 29 (09/16/91)  230.458  (m)          756.09   (f) ADJUSTED    1 2
 ED1304
 ED1304.Superseded values are not recommended for survey control.
 ED1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1304.See file dsdata.txt to determine how the superseded data were derived.
 ED1304
 ED1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0727640941(NAD 83)
 ED1304_MARKER: DD = SURVEY DISK
 ED1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1304_SP_SET: CONCRETE POST
 ED1304_STAMPING: 42 325 1988
 ED1304_MARK LOGO: SCGS  
 ED1304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1304+STABILITY: SURFACE MOTION
 ED1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1304+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1304
 ED1304  HISTORY     - Date     Condition        Report By
 ED1304  HISTORY     - 1988     MONUMENTED       SCGS
 ED1304  HISTORY     - 19881101 GOOD             SCGS
 ED1304
 ED1304                          STATION DESCRIPTION
 ED1304
 ED1304'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1304'STATION IS LOCATED 2.7 MI SOUTHEAST OF WOODRUFF, 4.6 MI NORTHWEST
 ED1304'OF ENOREE.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION
 ED1304'ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 ED1304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 ED1304'HIGHWAY 101 IN WOODRUFF, GO SOUTHEASTERLY ON HIGHWAY 221 (MAIN STREET)
 ED1304'FOR 0.5 MI TO THE JUNCTION OF STATE HIGHWAY 146, CONTINUE ON 221 FOR
 ED1304'0.2 MI TO THE JUNCTION OF JOE BARNETT ROAD, TURN LEFT FOR 0.2 MI
 ED1304'TO GRASSY AREA OF THE HIGH EMBANKMENT OF 221 AND A TALL STEEL FRAMED
 ED1304'BILLBOARD AND THE MARK ON THE RIGHT.
 ED1304'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 18-INCHES ABOVE
 ED1304'THE HIGHWAY, 49.6 FT NORTHWEST OF THE BILLBOARD SUPPORT POST,
 ED1304'53.3 FT NORTHEAST OF THE CENTER OF THE HIGHWAY, 112.8 FT SOUTHWEST
 ED1304'OF A POWER POLE WITH A TRANSFORMER IN THE OPEN FIELD, 1.6 FT
 ED1304'SOUTHWEST OF A WITNESS POST.
 ED1304
 ED1304                          STATION RECOVERY (1988)
 ED1304
 ED1304'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1305 ***********************************************************************
 ED1305  DESIGNATION -  42 326
 ED1305  PID         -  ED1305
 ED1305  STATE/COUNTY-  SC/SPARTANBURG
 ED1305  USGS QUAD   -  WOODRUFF (1983)
 ED1305
 ED1305                         *CURRENT SURVEY CONTROL
 ED1305  ___________________________________________________________________
 ED1305* NAD 83(2001)-  34 42 53.84551(N)    082 01 18.95677(W)     ADJUSTED  
 ED1305* NAVD 88     -       221.946  (meters)     728.17   (feet)  ADJUSTED  
 ED1305  ___________________________________________________________________
 ED1305  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 ED1305  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ED1305  DYNAMIC HT  -         221.725 (meters)     727.44  (feet)  COMP
 ED1305  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 ED1305
 ED1305  HORZ ORDER  -  SECOND
 ED1305  VERT ORDER  -  FIRST     CLASS II
 ED1305
 ED1305.The horizontal coordinates were established by classical geodetic methods
 ED1305.and adjusted by the National Geodetic Survey in March 2004..
 ED1305
 ED1305.The orthometric height was determined by differential leveling
 ED1305.and adjusted by the National Geodetic Survey in June 1991..
 ED1305
 ED1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1305
 ED1305.The geoid height was determined by GEOID03.
 ED1305
 ED1305.The dynamic height is computed by dividing the NAVD 88
 ED1305.geopotential number by the normal gravity value computed on the
 ED1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1305.degrees latitude (g = 980.6199 gals.).
 ED1305
 ED1305.The modeled gravity was interpolated from observed gravity values.
 ED1305
 ED1305;                    North         East     Units Scale Factor Converg.
 ED1305;SPC SC       -   320,037.070   515,992.566   MT  0.99996008   -0 33 59.6
 ED1305;SPC SC       - 1,049,990.39  1,692,889.00   iFT  0.99996008   -0 33 59.6
 ED1305;UTM  17      - 3,841,908.918   406,422.990   MT  0.99970793   -0 34 55.3
 ED1305
 ED1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1305!SPC SC       -   0.99997002  x   0.99996008  =   0.99993011
 ED1305!UTM  17      -   0.99997002  x   0.99970793  =   0.99967796
 ED1305
 ED1305                          SUPERSEDED SURVEY CONTROL
 ED1305
 ED1305  NAD 83(1986)-  34 42 53.85618(N)    082 01 18.95882(W) AD(       ) 2
 ED1305  NAVD 88 (10/01/92)  221.95   (m)          728.2    (f) LEVELING    3  
 ED1305  NAVD 88 (09/17/91)  222.38   (m)          729.6    (f) LEVELING    3  
 ED1305  NGVD 29 (09/16/91)  222.056  (m)          728.53   (f) ADJUSTED    1 2
 ED1305
 ED1305.Superseded values are not recommended for survey control.
 ED1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1305.See file dsdata.txt to determine how the superseded data were derived.
 ED1305
 ED1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0642341909(NAD 83)
 ED1305_MARKER: DD = SURVEY DISK
 ED1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1305_SP_SET: CONCRETE POST
 ED1305_STAMPING: 42 326 1988
 ED1305_MARK LOGO: SCGS  
 ED1305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1305+STABILITY: SURFACE MOTION
 ED1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1305+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1305
 ED1305  HISTORY     - Date     Condition        Report By
 ED1305  HISTORY     - 1988     MONUMENTED       SCGS
 ED1305  HISTORY     - 19881101 GOOD             SCGS
 ED1305
 ED1305                          STATION DESCRIPTION
 ED1305
 ED1305'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1305'STATION IS LOCATED 1.9 MI SOUTH SOUTHEAST OF WOODRUFF, 5.4 MI
 ED1305'NORTHWEST OF ENOREE.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 ED1305'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 ED1305'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 ED1305'HIGHWAY 101 IN WOODRUFF, GO SOUTHEASTERLY ON HIGHWAY 221 (MAIN STREET)
 ED1305'FOR 0.5 MI TO THE JUNCTION OF STATE HIGHWAY 146, CONTINUE ON HIGHWAY
 ED1305'221 FOR 1.4 MI TO Y-JUNCTION OF STATE ROAD 202, CONTINUE ON ROAD 202
 ED1305'FOR 0.5 MI TO THE MARK ON THE RIGHT.
 ED1305'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1305'ROAD, 11.8 FT WEST OF THE CENTER OF THE ROAD, 35.3 FT WEST
 ED1305'NORTHWEST OF THE RAILROAD CROSSING SIGN POST, 71.0 FT SOUTH OF THE
 ED1305'CENTER OF ROAD 202 AT THE CROSSING OF THE SOUTHERN MOST RAIL,
 ED1305'2.8 FT EAST OF A WITNESS POST.
 ED1305
 ED1305                          STATION RECOVERY (1988)
 ED1305
 ED1305'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1306 ***********************************************************************
 ED1306  DESIGNATION -  42 327
 ED1306  PID         -  ED1306
 ED1306  STATE/COUNTY-  SC/SPARTANBURG
 ED1306  USGS QUAD   -  WOODRUFF (1983)
 ED1306
 ED1306                         *CURRENT SURVEY CONTROL
 ED1306  ___________________________________________________________________
 ED1306* NAD 83(2001)-  34 43 38.09944(N)    082 01 32.00876(W)     ADJUSTED  
 ED1306* NAVD 88     -       234.258  (meters)     768.56   (feet)  ADJUSTED  
 ED1306  ___________________________________________________________________
 ED1306  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 ED1306  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ED1306  DYNAMIC HT  -         234.024 (meters)     767.79  (feet)  COMP
 ED1306  MODELED GRAV-     979,631.4   (mgal)                       NAVD 88
 ED1306
 ED1306  HORZ ORDER  -  SECOND
 ED1306  VERT ORDER  -  FIRST     CLASS II
 ED1306
 ED1306.The horizontal coordinates were established by classical geodetic methods
 ED1306.and adjusted by the National Geodetic Survey in March 2004..
 ED1306
 ED1306.The orthometric height was determined by differential leveling
 ED1306.and adjusted by the National Geodetic Survey in June 1991..
 ED1306
 ED1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1306
 ED1306.The geoid height was determined by GEOID03.
 ED1306
 ED1306.The dynamic height is computed by dividing the NAVD 88
 ED1306.geopotential number by the normal gravity value computed on the
 ED1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1306.degrees latitude (g = 980.6199 gals.).
 ED1306
 ED1306.The modeled gravity was interpolated from observed gravity values.
 ED1306
 ED1306;                    North         East     Units Scale Factor Converg.
 ED1306;SPC SC       -   321,403.944   515,674.014   MT  0.99996402   -0 34 06.8
 ED1306;SPC SC       - 1,054,474.88  1,691,843.88   iFT  0.99996402   -0 34 06.8
 ED1306;UTM  17      - 3,843,275.531   406,104.891   MT  0.99970866   -0 35 03.4
 ED1306
 ED1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1306!SPC SC       -   0.99996810  x   0.99996402  =   0.99993212
 ED1306!UTM  17      -   0.99996810  x   0.99970866  =   0.99967677
 ED1306
 ED1306                          SUPERSEDED SURVEY CONTROL
 ED1306
 ED1306  NAD 83(1986)-  34 43 38.10989(N)    082 01 32.01029(W) AD(       ) 2
 ED1306  NAVD 88 (10/01/92)  234.26   (m)          768.6    (f) LEVELING    3  
 ED1306  NAVD 88 (09/17/91)  234.69   (m)          770.0    (f) LEVELING    3  
 ED1306  NGVD 29 (09/16/91)  234.367  (m)          768.92   (f) ADJUSTED    1 2
 ED1306
 ED1306.Superseded values are not recommended for survey control.
 ED1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1306.See file dsdata.txt to determine how the superseded data were derived.
 ED1306
 ED1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0610543276(NAD 83)
 ED1306_MARKER: DD = SURVEY DISK
 ED1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1306_SP_SET: CONCRETE POST
 ED1306_STAMPING: 42 327 1988
 ED1306_MARK LOGO: SCGS  
 ED1306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1306+STABILITY: SURFACE MOTION
 ED1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1306+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1306
 ED1306  HISTORY     - Date     Condition        Report By
 ED1306  HISTORY     - 1988     MONUMENTED       SCGS
 ED1306  HISTORY     - 19881101 GOOD             SCGS
 ED1306
 ED1306                          STATION DESCRIPTION
 ED1306
 ED1306'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1306'STATION IS LOCATED 1.1 MI SOUTHEAST OF WOODRUFF.  OWNERSHIP--MRS.
 ED1306'ERA W. LANFORD, 11149 HIGHWAY 101, WOODRUFF, SC 29388.
 ED1306'PHONE-803-385-3850.
 ED1306'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 ED1306'HIGHWAY 101 IN WOODRUFF, GO SOUTHEASTERLY ON 221 (MAIN STREET) FOR
 ED1306'0.5 MI TO THE JUNCTION OF STATE HIGHWAY 146, CONTINUE ON 221 FOR
 ED1306'0.6 MI TO THE MARK ON THE LEFT, IN THE FRONT YARD OF A WOODEN HOUSE
 ED1306'AND IN LINE WITH THE NORTH SIDE OF THE HOUSE.
 ED1306'STATION IS A CONCRETE POST RECESSED 1-INCH AND 3.0 FT ABOVE THE
 ED1306'HIGHWAY, 44.8 FT EAST OF THE CENTER OF THE HIGHWAY, 8.1 FT
 ED1306'SOUTHEAST OF A 12-INCH PECAN TREE, 15.8 FT WEST OF THE NORTHWEST
 ED1306'FRONT CORNER OF THE WOODEN HOUSE AT THE BRICK PORCH PILLAR, 28.5 FT
 ED1306'NORTH OF A 12-INCH PECAN TREE, AND 39.0 FT SOUTH OF THE CENTER OF
 ED1306'THE GRAVEL DRIVEWAY.
 ED1306
 ED1306                          STATION RECOVERY (1988)
 ED1306
 ED1306'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1307 ***********************************************************************
 ED1307  DESIGNATION -  42 328
 ED1307  PID         -  ED1307
 ED1307  STATE/COUNTY-  SC/SPARTANBURG
 ED1307  USGS QUAD   -  WOODRUFF (1983)
 ED1307
 ED1307                         *CURRENT SURVEY CONTROL
 ED1307  ___________________________________________________________________
 ED1307* NAD 83(2001)-  34 43 59.06953(N)    082 01 41.89446(W)     ADJUSTED  
 ED1307* NAVD 88     -       235.603  (meters)     772.97   (feet)  ADJUSTED  
 ED1307  ___________________________________________________________________
 ED1307  X           -     727,746.953 (meters)                     COMP
 ED1307  Y           -  -5,196,814.846 (meters)                     COMP
 ED1307  Z           -   3,613,687.114 (meters)                     COMP
 ED1307  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 ED1307  ELLIP HEIGHT-         204.57  (meters)          (03/27/03) GPS OBS
 ED1307  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED1307  DYNAMIC HT  -         235.368 (meters)     772.20  (feet)  COMP
 ED1307  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 ED1307
 ED1307  HORZ ORDER  -  SECOND
 ED1307  VERT ORDER  -  FIRST     CLASS II
 ED1307  ELLP ORDER  -  FOURTH    CLASS II
 ED1307
 ED1307.The horizontal coordinates were established by classical geodetic methods
 ED1307.and adjusted by the National Geodetic Survey in March 2003..
 ED1307
 ED1307.The orthometric height was determined by differential leveling
 ED1307.and adjusted by the National Geodetic Survey in June 1991..
 ED1307
 ED1307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1307
 ED1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1307
 ED1307.The ellipsoidal height was determined by GPS observations
 ED1307.and is referenced to NAD 83.
 ED1307
 ED1307.The geoid height was determined by GEOID03.
 ED1307
 ED1307.The dynamic height is computed by dividing the NAVD 88
 ED1307.geopotential number by the normal gravity value computed on the
 ED1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1307.degrees latitude (g = 980.6199 gals.).
 ED1307
 ED1307.The modeled gravity was interpolated from observed gravity values.
 ED1307
 ED1307;                    North         East     Units Scale Factor Converg.
 ED1307;SPC SC       -   322,052.591   515,428.956   MT  0.99996591   -0 34 12.3
 ED1307;SPC SC       - 1,056,602.99  1,691,039.88   iFT  0.99996591   -0 34 12.3
 ED1307;UTM  17      - 3,843,924.080   405,860.074   MT  0.99970923   -0 35 09.3
 ED1307
 ED1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1307!SPC SC       -   0.99996789  x   0.99996591  =   0.99993380
 ED1307!UTM  17      -   0.99996789  x   0.99970923  =   0.99967713
 ED1307
 ED1307                          SUPERSEDED SURVEY CONTROL
 ED1307
 ED1307  NAD 83(1995)-  34 43 59.06951(N)    082 01 41.89401(W) AD(       ) 2
 ED1307  ELLIP H (12/20/99)  204.57   (m)                       GP(       ) 4 1
 ED1307  NAD 83(1986)-  34 43 59.07984(N)    082 01 41.89578(W) AD(       ) 2
 ED1307  NAVD 88 (03/23/92)  235.60   (m)          773.0    (f) LEVELING    3  
 ED1307  NAVD 88 (09/17/91)  236.04   (m)          774.4    (f) LEVELING    3  
 ED1307  NGVD 29 (09/16/91)  235.711  (m)          773.33   (f) ADJUSTED    1 2
 ED1307
 ED1307.Superseded values are not recommended for survey control.
 ED1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1307.See file dsdata.txt to determine how the superseded data were derived.
 ED1307
 ED1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0586043924(NAD 83)
 ED1307_MARKER: DD = SURVEY DISK
 ED1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1307_SP_SET: CONCRETE POST
 ED1307_STAMPING: 42 328 1988
 ED1307_MARK LOGO: SCGS  
 ED1307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1307+STABILITY: SURFACE MOTION
 ED1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1307+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1989
 ED1307
 ED1307  HISTORY     - Date     Condition        Report By
 ED1307  HISTORY     - 1988     MONUMENTED       SCGS
 ED1307  HISTORY     - 19890407 GOOD             SCGS
 ED1307  HISTORY     - 19890407 GOOD             SCGS
 ED1307
 ED1307                          STATION DESCRIPTION
 ED1307
 ED1307'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1307'STATION IS LOCATED 0.7 MI SOUTHEAST OF WOODRUFF.  OWNERSHIP--DHPT
 ED1307'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1307'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 ED1307'HIGHWAY 101 IN WOODRUFF, GO SOUTHEASTERLY ON HIGHWAY 221 FOR 0.5 MI
 ED1307'TO THE JUNCTION OF STATE HIGHWAY 146, CONTINUE ON HIGHWAY 221 FOR
 ED1307'0.15 MI TO THE MARK ON THE LEFT, NEAR A POWER POLE IN THE CORNER OF
 ED1307'A DIRT PARKING AREA FOR A CONCRETE BLOCK BUILDING (CLARENCES BAR AND
 ED1307'GRILL).
 ED1307'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1307'HIGHWAY, 31.0 FT NORTHEAST OF THE CENTER OF THE HIGHWAY, 5.8 FT
 ED1307'NORTHWEST OF A POWER POLE WITH A STREET LAMP, 7.8 FT WEST SOUTHWEST
 ED1307'OF A ROUND METAL POST WITH A SIGN BOX ATTACHED, 57.9 FT SOUTH OF THE
 ED1307'SOUTHEAST CORNER OF THE BUILDING.
 ED1307
 ED1307                          STATION RECOVERY (1989)
 ED1307
 ED1307'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1307'RECOVERED IN GOOD CONDITION.
 ED1307
 ED1307                          STATION RECOVERY (1989)
 ED1307
 ED1307'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1308 ***********************************************************************
 ED1308  DESIGNATION -  42 329
 ED1308  PID         -  ED1308
 ED1308  STATE/COUNTY-  SC/SPARTANBURG
 ED1308  USGS QUAD   -  WOODRUFF (1983)
 ED1308
 ED1308                         *CURRENT SURVEY CONTROL
 ED1308  ___________________________________________________________________
 ED1308* NAD 83(2001)-  34 44 25.73508(N)    082 02 15.62457(W)     ADJUSTED  
 ED1308* NAVD 88     -       240.326  (meters)     788.47   (feet)  ADJUSTED  
 ED1308  ___________________________________________________________________
 ED1308  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 ED1308  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 ED1308  DYNAMIC HT  -         240.086 (meters)     787.68  (feet)  COMP
 ED1308  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 ED1308
 ED1308  HORZ ORDER  -  SECOND
 ED1308  VERT ORDER  -  FIRST     CLASS II
 ED1308
 ED1308.The horizontal coordinates were established by classical geodetic methods
 ED1308.and adjusted by the National Geodetic Survey in March 2004..
 ED1308
 ED1308.The orthometric height was determined by differential leveling
 ED1308.and adjusted by the National Geodetic Survey in June 1991..
 ED1308
 ED1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1308
 ED1308.The geoid height was determined by GEOID03.
 ED1308
 ED1308.The dynamic height is computed by dividing the NAVD 88
 ED1308.geopotential number by the normal gravity value computed on the
 ED1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1308.degrees latitude (g = 980.6199 gals.).
 ED1308
 ED1308.The modeled gravity was interpolated from observed gravity values.
 ED1308
 ED1308;                    North         East     Units Scale Factor Converg.
 ED1308;SPC SC       -   322,882.811   514,579.188   MT  0.99996832   -0 34 31.0
 ED1308;SPC SC       - 1,059,326.81  1,688,251.93   iFT  0.99996832   -0 34 31.0
 ED1308;UTM  17      - 3,844,754.323   405,010.755   MT  0.99971121   -0 35 28.9
 ED1308
 ED1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1308!SPC SC       -   0.99996715  x   0.99996832  =   0.99993547
 ED1308!UTM  17      -   0.99996715  x   0.99971121  =   0.99967837
 ED1308
 ED1308                          SUPERSEDED SURVEY CONTROL
 ED1308
 ED1308  NAD 83(1986)-  34 44 25.74529(N)    082 02 15.62619(W) AD(       ) 2
 ED1308  NAVD 88 (10/01/92)  240.33   (m)          788.5    (f) LEVELING    3  
 ED1308  NAVD 88 (09/17/91)  240.76   (m)          789.9    (f) LEVELING    3  
 ED1308  NGVD 29 (09/16/91)  240.433  (m)          788.82   (f) ADJUSTED    1 2
 ED1308
 ED1308.Superseded values are not recommended for survey control.
 ED1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1308.See file dsdata.txt to determine how the superseded data were derived.
 ED1308
 ED1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0501144754(NAD 83)
 ED1308_MARKER: DD = SURVEY DISK
 ED1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1308_SP_SET: CONCRETE POST
 ED1308_STAMPING: 42 329 1988
 ED1308_MARK LOGO: SCGS  
 ED1308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1308+STABILITY: SURFACE MOTION
 ED1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1308+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1308
 ED1308  HISTORY     - Date     Condition        Report By
 ED1308  HISTORY     - 1988     MONUMENTED       SCGS
 ED1308  HISTORY     - 19900220 GOOD             SCGS
 ED1308
 ED1308                          STATION DESCRIPTION
 ED1308
 ED1308'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1308'STATION IS LOCATED IN WOODRUFF. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 ED1308'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1308'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 ED1308'HIGHWAY 101 IN WOODRUFF, GO NORTHWEST ON HIGHWAY 221 (MAIN STREET) FOR
 ED1308'0.05 MI TO THE MARK ON THE RIGHT, ACROSS THE STREET FROM THE
 ED1308'WOODRUFF POST OFFICE AND BETWEEN THE CURB AND SIDEWALK.
 ED1308'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1308'HIGHWAY, 27.4 FT EAST NORTHEAST OF THE CENTER OF THE HIGHWAY,
 ED1308'4.2 FT WEST SOUTHWEST OF THE CENTER OF THE SIDEWALK, 18.3 FT SOUTH
 ED1308'OF A LARGE OAK TREE, 47.4 FT SOUTHWEST OF THE SOUTH FRONT BRICK
 ED1308'COLUMN OF A BRICK HOUSE.
 ED1308
 ED1308                          STATION RECOVERY (1990)
 ED1308
 ED1308'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1323 ***********************************************************************
 ED1323  DESIGNATION -  42 331
 ED1323  PID         -  ED1323
 ED1323  STATE/COUNTY-  SC/SPARTANBURG
 ED1323  USGS QUAD   -  REIDVILLE (1983)
 ED1323
 ED1323                         *CURRENT SURVEY CONTROL
 ED1323  ___________________________________________________________________
 ED1323* NAD 83(2001)-  34 46 49.78459(N)    082 05 38.22374(W)     ADJUSTED  
 ED1323* NAVD 88     -       243.249  (meters)     798.06   (feet)  ADJUSTED  
 ED1323  ___________________________________________________________________
 ED1323  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 ED1323  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 ED1323  DYNAMIC HT  -         243.005 (meters)     797.26  (feet)  COMP
 ED1323  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 ED1323
 ED1323  HORZ ORDER  -  SECOND
 ED1323  VERT ORDER  -  FIRST     CLASS II
 ED1323
 ED1323.The horizontal coordinates were established by classical geodetic methods
 ED1323.and adjusted by the National Geodetic Survey in March 2004..
 ED1323
 ED1323.The orthometric height was determined by differential leveling
 ED1323.and adjusted by the National Geodetic Survey in June 1991..
 ED1323
 ED1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1323
 ED1323.The geoid height was determined by GEOID03.
 ED1323
 ED1323.The dynamic height is computed by dividing the NAVD 88
 ED1323.geopotential number by the normal gravity value computed on the
 ED1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1323.degrees latitude (g = 980.6199 gals.).
 ED1323
 ED1323.The modeled gravity was interpolated from observed gravity values.
 ED1323
 ED1323;                    North         East     Units Scale Factor Converg.
 ED1323;SPC SC       -   327,374.571   509,472.968   MT  0.99998165   -0 36 23.3
 ED1323;SPC SC       - 1,074,063.55  1,671,499.24   iFT  0.99998165   -0 36 23.3
 ED1323;UTM  17      - 3,849,246.426   399,907.171   MT  0.99972348   -0 37 26.7
 ED1323
 ED1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1323!SPC SC       -   0.99996670  x   0.99998165  =   0.99994836
 ED1323!UTM  17      -   0.99996670  x   0.99972348  =   0.99969019
 ED1323
 ED1323                          SUPERSEDED SURVEY CONTROL
 ED1323
 ED1323  NAD 83(1986)-  34 46 49.79634(N)    082 05 38.22517(W) AD(       ) 2
 ED1323  NAVD 88 (10/01/92)  243.25   (m)          798.1    (f) LEVELING    3  
 ED1323  NAVD 88 (09/17/91)  243.68   (m)          799.5    (f) LEVELING    3  
 ED1323  NGVD 29 (09/16/91)  243.351  (m)          798.39   (f) ADJUSTED    1 2
 ED1323
 ED1323.Superseded values are not recommended for survey control.
 ED1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1323.See file dsdata.txt to determine how the superseded data were derived.
 ED1323
 ED1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9990749246(NAD 83)
 ED1323_MARKER: DD = SURVEY DISK
 ED1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1323_SP_SET: CONCRETE POST
 ED1323_STAMPING: 42 331 1988
 ED1323_MARK LOGO: SCGS  
 ED1323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1323+STABILITY: SURFACE MOTION
 ED1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1323+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1323
 ED1323  HISTORY     - Date     Condition        Report By
 ED1323  HISTORY     - 1988     MONUMENTED       SCGS
 ED1323  HISTORY     - 19881101 GOOD             SCGS
 ED1323
 ED1323                          STATION DESCRIPTION
 ED1323
 ED1323'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1323'STATION IS LOCATED 4.3 MI NORTHWEST OF WOODRUFF. OWNERSHIP--J.W.
 ED1323'MATHEWS, 2605 NORTH HIGHWAY 101, WOODRUFF, SC 29388.
 ED1323'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 146,
 ED1323'(5.3 MI NORTHWEST OF WOODRUFF), GO SOUTHEAST ON HIGHWAY 101 AND 146
 ED1323'FOR 1.15 MI TO THE JUNCTION OF BILL PEARSON ROAD AND THE MARK ON THE
 ED1323'RIGHT ON A HILLSIDE OF A YARD OF A LARGE TWO-STORY WOODEN HOUSE.
 ED1323'STATION IS A CONCRETE POST RECESSED 1-INCH AND 6.0 FT ABOVE THE
 ED1323'HIGHWAY, 38.9 FT SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 ED1323'122.8 FT NORTHWEST OF THE NORTHWEST BRICKWORK AT THE FRONT STEPS TO
 ED1323'THE HOUSE, 16.4 FT NORTH OF THE FACE OF THE WOODEN FENCE LINE,
 ED1323'81.0 FT SOUTH SOUTHEAST OF THE JUNCTION OF THE HIGHWAY AND BILL
 ED1323'PEARSON ROAD.
 ED1323
 ED1323                          STATION RECOVERY (1988)
 ED1323
 ED1323'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1324 ***********************************************************************
 ED1324  DESIGNATION -  42 332
 ED1324  PID         -  ED1324
 ED1324  STATE/COUNTY-  SC/SPARTANBURG
 ED1324  USGS QUAD   -  REIDVILLE (1983)
 ED1324
 ED1324                         *CURRENT SURVEY CONTROL
 ED1324  ___________________________________________________________________
 ED1324* NAD 83(2001)-  34 46 58.05386(N)    082 06 11.10698(W)     ADJUSTED  
 ED1324* NAVD 88     -       248.970  (meters)     816.83   (feet)  ADJUSTED  
 ED1324  ___________________________________________________________________
 ED1324  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 ED1324  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 ED1324  DYNAMIC HT  -         248.722 (meters)     816.02  (feet)  COMP
 ED1324  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 ED1324
 ED1324  HORZ ORDER  -  SECOND
 ED1324  VERT ORDER  -  FIRST     CLASS II
 ED1324
 ED1324.The horizontal coordinates were established by classical geodetic methods
 ED1324.and adjusted by the National Geodetic Survey in March 2004..
 ED1324
 ED1324.The orthometric height was determined by differential leveling
 ED1324.and adjusted by the National Geodetic Survey in June 1991..
 ED1324
 ED1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1324
 ED1324.The geoid height was determined by GEOID03.
 ED1324
 ED1324.The dynamic height is computed by dividing the NAVD 88
 ED1324.geopotential number by the normal gravity value computed on the
 ED1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1324.degrees latitude (g = 980.6199 gals.).
 ED1324
 ED1324.The modeled gravity was interpolated from observed gravity values.
 ED1324
 ED1324;                    North         East     Units Scale Factor Converg.
 ED1324;SPC SC       -   327,638.262   508,639.683   MT  0.99998243   -0 36 41.6
 ED1324;SPC SC       - 1,074,928.68  1,668,765.36   iFT  0.99998243   -0 36 41.6
 ED1324;UTM  17      - 3,849,510.306   399,074.182   MT  0.99972554   -0 37 45.6
 ED1324
 ED1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1324!SPC SC       -   0.99996581  x   0.99998243  =   0.99994824
 ED1324!UTM  17      -   0.99996581  x   0.99972554  =   0.99969136
 ED1324
 ED1324                          SUPERSEDED SURVEY CONTROL
 ED1324
 ED1324  NAD 83(1986)-  34 46 58.06544(N)    082 06 11.10806(W) AD(       ) 2
 ED1324  NAVD 88 (10/01/92)  248.97   (m)          816.8    (f) LEVELING    3  
 ED1324  NAVD 88 (09/17/91)  249.40   (m)          818.2    (f) LEVELING    3  
 ED1324  NGVD 29 (09/16/91)  249.072  (m)          817.16   (f) ADJUSTED    1 2
 ED1324
 ED1324.Superseded values are not recommended for survey control.
 ED1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1324.See file dsdata.txt to determine how the superseded data were derived.
 ED1324
 ED1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9907449510(NAD 83)
 ED1324_MARKER: DD = SURVEY DISK
 ED1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1324_SP_SET: CONCRETE POST
 ED1324_STAMPING: 42 332 1988
 ED1324_MARK LOGO: SCGS  
 ED1324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1324+STABILITY: SURFACE MOTION
 ED1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1324+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1324
 ED1324  HISTORY     - Date     Condition        Report By
 ED1324  HISTORY     - 1988     MONUMENTED       SCGS
 ED1324  HISTORY     - 19881101 GOOD             SCGS
 ED1324
 ED1324                          STATION DESCRIPTION
 ED1324
 ED1324'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1324'STATION IS LOCATED 4.8 MI NORTHWEST OF WOODRUFF. 0WNERSHIP--CHARLES
 ED1324'P. FREW, 108 WEST FERNWOOD DRIVE, SPARTANBURG, SC  29681.
 ED1324'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 146,
 ED1324'(5.3 MI NORTHWEST OF WOODRUFF), GO SOUTHEAST ON HIGHWAYS 101 AND 146
 ED1324'FOR 0.5 MI TO A GAS LINE JUNCTION STATION ON RIGHT, TURN RIGHT AND
 ED1324'CONTINUE TO THE TOP OF AN EMBANKMENT PARALLELING THE HIGHWAY AND THE
 ED1324'MARK ON THE LEFT (NEAR THE HIGH POINT).
 ED1324'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 20.0 FT ABOVE
 ED1324'THE HIGHWAY, 138.2 FT SOUTHEAST OF A POWER POLE AT THE TOP OF THE
 ED1324'EMBANKMENT, 134.6 FT WEST OF A POWER POLE WITH A TRANSFORMER,
 ED1324'28.4 FT NORTH OF A 8-INCH ELM TREE, 184.8 FT WEST NORTHWEST OF THE
 ED1324'NORTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING THE GAS JUNCTION
 ED1324'STATION, 11.0 FT SOUTH OF THE GRASSY DRIVE LEADING TO THE TOP OF THE
 ED1324'EMBANKMENT, 1.5 FT WEST OF A WITNESS POST.
 ED1324
 ED1324                          STATION RECOVERY (1988)
 ED1324
 ED1324'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1325 ***********************************************************************
 ED1325  DESIGNATION -  42 333
 ED1325  PID         -  ED1325
 ED1325  STATE/COUNTY-  SC/SPARTANBURG
 ED1325  USGS QUAD   -  REIDVILLE (1983)
 ED1325
 ED1325                         *CURRENT SURVEY CONTROL
 ED1325  ___________________________________________________________________
 ED1325* NAD 83(2001)-  34 47 35.81440(N)    082 06 54.48252(W)     ADJUSTED  
 ED1325* NAVD 88     -       251.294  (meters)     824.45   (feet)  ADJUSTED  
 ED1325  ___________________________________________________________________
 ED1325  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 ED1325  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED1325  DYNAMIC HT  -         251.043 (meters)     823.63  (feet)  COMP
 ED1325  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 ED1325
 ED1325  HORZ ORDER  -  SECOND
 ED1325  VERT ORDER  -  FIRST     CLASS II
 ED1325
 ED1325.The horizontal coordinates were established by classical geodetic methods
 ED1325.and adjusted by the National Geodetic Survey in March 2004..
 ED1325
 ED1325.The orthometric height was determined by differential leveling
 ED1325.and adjusted by the National Geodetic Survey in June 1991..
 ED1325
 ED1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1325
 ED1325.The geoid height was determined by GEOID03.
 ED1325
 ED1325.The dynamic height is computed by dividing the NAVD 88
 ED1325.geopotential number by the normal gravity value computed on the
 ED1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1325.degrees latitude (g = 980.6199 gals.).
 ED1325
 ED1325.The modeled gravity was interpolated from observed gravity values.
 ED1325
 ED1325;                    North         East     Units Scale Factor Converg.
 ED1325;SPC SC       -   328,813.630   507,549.513   MT  0.99998601   -0 37 05.6
 ED1325;SPC SC       - 1,078,784.88  1,665,188.69   iFT  0.99998601   -0 37 05.6
 ED1325;UTM  17      - 3,850,685.713   397,984.661   MT  0.99972827   -0 38 10.9
 ED1325
 ED1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1325!SPC SC       -   0.99996545  x   0.99998601  =   0.99995146
 ED1325!UTM  17      -   0.99996545  x   0.99972827  =   0.99969373
 ED1325
 ED1325                          SUPERSEDED SURVEY CONTROL
 ED1325
 ED1325  NAD 83(1986)-  34 47 35.82537(N)    082 06 54.48318(W) AD(       ) 2
 ED1325  NAVD 88 (10/01/92)  251.29   (m)          824.4    (f) LEVELING    3  
 ED1325  NAVD 88 (09/17/91)  251.73   (m)          825.9    (f) LEVELING    3  
 ED1325  NGVD 29 (09/16/91)  251.394  (m)          824.78   (f) ADJUSTED    1 2
 ED1325
 ED1325.Superseded values are not recommended for survey control.
 ED1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1325.See file dsdata.txt to determine how the superseded data were derived.
 ED1325
 ED1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9798550686(NAD 83)
 ED1325_MARKER: DD = SURVEY DISK
 ED1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1325_SP_SET: CONCRETE POST
 ED1325_STAMPING: 42 333 1988
 ED1325_MARK LOGO: SCGS  
 ED1325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1325+STABILITY: SURFACE MOTION
 ED1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1325+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1325
 ED1325  HISTORY     - Date     Condition        Report By
 ED1325  HISTORY     - 1988     MONUMENTED       SCGS
 ED1325  HISTORY     - 19881101 GOOD             SCGS
 ED1325
 ED1325                          STATION DESCRIPTION
 ED1325
 ED1325'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1325'STATION IS LOCATED 4.8 MI SOUTH OF REIDVILLE, 5.7 MI NORTHWEST OF
 ED1325'WOODRUFF.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION
 ED1325'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1325'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 146,
 ED1325'(5.3 MI NORTHWEST OF WOODRUFF), GO NORTH ON HIGHWAY 101 FOR
 ED1325'0.5 MI TO AN ENTRANCE DRIVEWAY RIGHT TO A CONCRETE BLOCK BUILDING
 ED1325'AND THE MARK IN THE SOUTHEAST ANGLE OF THE DRIVEWAY.
 ED1325'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1325'HIGHWAY, 26.5 FT EAST NORTHEAST OF THE CENTER OF HIGHWAY, 50.4 FT
 ED1325'WEST OF THE WEST CORNER OF THE BUILDING, 34.8 FT SOUTH OF A POWER
 ED1325'POLE WITH A GUY WIRE AND TRANSFORMER, 18.7 FT SOUTH SOUTHEAST OF THE
 ED1325'CENTER OF THE DRIVEWAY, 2.2 FT NORTH NORTHWEST OF A WITNESS POST.
 ED1325
 ED1325                          STATION RECOVERY (1988)
 ED1325
 ED1325'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1329 ***********************************************************************
 ED1329  DESIGNATION -  42 334
 ED1329  PID         -  ED1329
 ED1329  STATE/COUNTY-  SC/SPARTANBURG
 ED1329  USGS QUAD   -  PELHAM (1983)
 ED1329
 ED1329                         *CURRENT SURVEY CONTROL
 ED1329  ___________________________________________________________________
 ED1329* NAD 83(2001)-  34 48 23.95783(N)    082 07 42.45340(W)     ADJUSTED  
 ED1329* NAVD 88     -       250.563  (meters)     822.06   (feet)  ADJUSTED  
 ED1329  ___________________________________________________________________
 ED1329  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 ED1329  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 ED1329  DYNAMIC HT  -         250.313 (meters)     821.24  (feet)  COMP
 ED1329  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 ED1329
 ED1329  HORZ ORDER  -  SECOND
 ED1329  VERT ORDER  -  FIRST     CLASS II
 ED1329
 ED1329.The horizontal coordinates were established by classical geodetic methods
 ED1329.and adjusted by the National Geodetic Survey in March 2004..
 ED1329
 ED1329.The orthometric height was determined by differential leveling
 ED1329.and adjusted by the National Geodetic Survey in June 1991..
 ED1329
 ED1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1329
 ED1329.The geoid height was determined by GEOID03.
 ED1329
 ED1329.The dynamic height is computed by dividing the NAVD 88
 ED1329.geopotential number by the normal gravity value computed on the
 ED1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1329.degrees latitude (g = 980.6199 gals.).
 ED1329
 ED1329.The modeled gravity was interpolated from observed gravity values.
 ED1329
 ED1329;                    North         East     Units Scale Factor Converg.
 ED1329;SPC SC       -   330,310.340   506,346.312   MT  0.99999063   -0 37 32.2
 ED1329;SPC SC       - 1,083,695.34  1,661,241.18   iFT  0.99999063   -0 37 32.2
 ED1329;UTM  17      - 3,852,182.421   396,782.250   MT  0.99973131   -0 38 39.1
 ED1329
 ED1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1329!SPC SC       -   0.99996556  x   0.99999063  =   0.99995619
 ED1329!UTM  17      -   0.99996556  x   0.99973131  =   0.99969688
 ED1329
 ED1329                          SUPERSEDED SURVEY CONTROL
 ED1329
 ED1329  NAD 83(1986)-  34 48 23.96810(N)    082 07 42.45446(W) AD(       ) 2
 ED1329  NAVD 88 (10/01/92)  250.56   (m)          822.0    (f) LEVELING    3  
 ED1329  NAVD 88 (09/17/91)  251.00   (m)          823.5    (f) LEVELING    3  
 ED1329  NGVD 29 (09/16/91)  250.662  (m)          822.38   (f) ADJUSTED    1 2
 ED1329
 ED1329.Superseded values are not recommended for survey control.
 ED1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1329.See file dsdata.txt to determine how the superseded data were derived.
 ED1329
 ED1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9678252182(NAD 83)
 ED1329_MARKER: DD = SURVEY DISK
 ED1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1329_SP_SET: CONCRETE POST
 ED1329_STAMPING: 42 334 1988
 ED1329_MARK LOGO: SCGS  
 ED1329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1329+STABILITY: SURFACE MOTION
 ED1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1329+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1329
 ED1329  HISTORY     - Date     Condition        Report By
 ED1329  HISTORY     - 1988     MONUMENTED       SCGS
 ED1329  HISTORY     - 19900306 GOOD             SCGS
 ED1329
 ED1329                          STATION DESCRIPTION
 ED1329
 ED1329'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1329'STATION IS LOCATED 4.0 MI SOUTH SOUTHWEST OF REIDVILLE, 8.0 MI
 ED1329'NORTHWEST OF WOODRUFF.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 ED1329'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1329'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 146,
 ED1329'(6.3 MI SOUTH OF REIDVILLE), GO NORTH NORTHWEST OF HIGHWAY 101 FOR
 ED1329'1.6 MI TO THE GRAVEL DRIVEWAY LEFT AND THE MARK IN THE SHOULDER.
 ED1329'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1329'HIGHWAY, 13.6 FT SOUTHWEST OF THE CENTER OF THE HIGHWAY, 24.0 FT
 ED1329'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 44.4 FT EAST SOUTHEAST OF
 ED1329'THE FENCE POST CORNER WITH A REFERENCE WASHER ATTACHED, 142.5 FT
 ED1329'NORTHWEST OF A POWER POLE, 3.6 FT NORTHEAST OF A WITNESS POST.
 ED1329
 ED1329                          STATION RECOVERY (1990)
 ED1329
 ED1329'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1544 ***********************************************************************
 FA1544  DESIGNATION -  42 335
 FA1544  PID         -  FA1544
 FA1544  STATE/COUNTY-  SC/SPARTANBURG
 FA1544  USGS QUAD   -  VALLEY FALLS (1983)
 FA1544
 FA1544                         *CURRENT SURVEY CONTROL
 FA1544  ___________________________________________________________________
 FA1544* NAD 83(2001)-  35 01 07.69236(N)    081 53 46.09288(W)     ADJUSTED  
 FA1544* NAVD 88     -       251.467  (meters)     825.02   (feet)  ADJUSTED  
 FA1544  ___________________________________________________________________
 FA1544  X           -     737,179.387 (meters)                     COMP
 FA1544  Y           -  -5,177,189.989 (meters)                     COMP
 FA1544  Z           -   3,639,701.662 (meters)                     COMP
 FA1544  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FA1544  ELLIP HEIGHT-         219.82  (meters)          (03/27/03) GPS OBS
 FA1544  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FA1544  DYNAMIC HT  -         251.217 (meters)     824.20  (feet)  COMP
 FA1544  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 FA1544
 FA1544  HORZ ORDER  -  FIRST
 FA1544  VERT ORDER  -  FIRST     CLASS II
 FA1544  ELLP ORDER  -  FOURTH    CLASS II
 FA1544
 FA1544.The horizontal coordinates were established by GPS observations
 FA1544.and adjusted by the National Geodetic Survey in March 2003..
 FA1544
 FA1544.The orthometric height was determined by differential leveling
 FA1544.and adjusted by the National Geodetic Survey in June 1991..
 FA1544
 FA1544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA1544
 FA1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1544
 FA1544.The ellipsoidal height was determined by GPS observations
 FA1544.and is referenced to NAD 83.
 FA1544
 FA1544.The geoid height was determined by GEOID03.
 FA1544
 FA1544.The dynamic height is computed by dividing the NAVD 88
 FA1544.geopotential number by the normal gravity value computed on the
 FA1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1544.degrees latitude (g = 980.6199 gals.).
 FA1544
 FA1544.The modeled gravity was interpolated from observed gravity values.
 FA1544
 FA1544;                    North         East     Units Scale Factor Converg.
 FA1544;SPC SC       -   353,637.472   527,807.220   MT  1.00007122   -0 29 48.5
 FA1544;SPC SC       - 1,160,227.93  1,731,650.98   iFT  1.00007122   -0 29 48.5
 FA1544;UTM  17      - 3,875,495.207   418,243.587   MT  0.99968238   -0 30 51.4
 FA1544
 FA1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1544!SPC SC       -   0.99996550  x   1.00007122  =   1.00003671
 FA1544!UTM  17      -   0.99996550  x   0.99968238  =   0.99964789
 FA1544
 FA1544                          SUPERSEDED SURVEY CONTROL
 FA1544
 FA1544  NAD 83(1995)-  35 01 07.69271(N)    081 53 46.09243(W) AD(       ) 1
 FA1544  ELLIP H (12/20/99)  219.82   (m)                       GP(       ) 4 1
 FA1544  NAD 83(1986)-  35 01 07.70366(N)    081 53 46.09751(W) AD(       ) 1
 FA1544  NAVD 88 (03/10/92)  251.47   (m)          825.0    (f) LEVELING    3  
 FA1544  NGVD 29 (09/16/91)  251.570  (m)          825.36   (f) ADJUSTED    1 2
 FA1544
 FA1544.Superseded values are not recommended for survey control.
 FA1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1544.See file dsdata.txt to determine how the superseded data were derived.
 FA1544
 FA1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1824475495(NAD 83)
 FA1544_MARKER: DD = SURVEY DISK
 FA1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1544_SP_SET: CONCRETE POST
 FA1544_STAMPING: 42 335 1988
 FA1544_MARK LOGO: SCGS  
 FA1544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1544+STABILITY: SURFACE MOTION
 FA1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1544+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 FA1544
 FA1544  HISTORY     - Date     Condition        Report By
 FA1544  HISTORY     - 1988     MONUMENTED       SCGS
 FA1544  HISTORY     - 19891215 GOOD             SCGS
 FA1544  HISTORY     - 19900425 GOOD
 FA1544  HISTORY     - 20050730 MARK NOT FOUND   NEWBY
 FA1544
 FA1544                          STATION DESCRIPTION
 FA1544
 FA1544'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1544'STATION IS LOCATED 5.4 MI EAST SOUTHEAST OF BOILING SPRINGS,
 FA1544'5.15 MI NORTH NORTHEAST OF SPARTANBURG.  OWNERSHIP--MR. GEORGE
 FA1544'WEATHERS, DHPT PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC
 FA1544'29202.
 FA1544'AT THE JUNCTION OF INTERSTATE 85 AND U.S. HIGHWAY 221 (5.4 MI EAST
 FA1544'SOUTHEAST OF BOILING SPRINGS), NEAR THE NORTH CORNER OF THE OVERPASS.
 FA1544'STATION IS A CONCRETE POST RECESSED 1-INCH, 130.2 FT NORTH NORTHWEST
 FA1544'OF THE CENTER OF THE SOUTHBOUND LANES OF THE INTERSTATE, 190.0 FT
 FA1544'NORTHEAST OF THE NORTHEAST CORNER OF THE OVERPASS, 119.4 FT EAST
 FA1544'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF HIGHWAY 221,
 FA1544'43.0 FT SOUTH SOUTHEAST OF THE CENTER OF THE OFF-RAMP.
 FA1544
 FA1544                          STATION RECOVERY (1989)
 FA1544
 FA1544'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA1544'RECOVERED IN GOOD CONDITION.
 FA1544
 FA1544                          STATION RECOVERY (1990)
 FA1544
 FA1544'RECOVERED 1990
 FA1544'RECOVERED IN GOOD CONDITION.
 FA1544
 FA1544                          STATION RECOVERY (2005)
 FA1544
 FA1544'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 FA1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1546 ***********************************************************************
 FA1546  DESIGNATION -  42 336
 FA1546  PID         -  FA1546
 FA1546  STATE/COUNTY-  SC/SPARTANBURG
 FA1546  USGS QUAD   -  VALLEY FALLS (1983)
 FA1546
 FA1546                         *CURRENT SURVEY CONTROL
 FA1546  ___________________________________________________________________
 FA1546* NAD 83(2001)-  35 02 00.14903(N)    081 53 44.62426(W)     ADJUSTED  
 FA1546* NAVD 88     -       260.482  (meters)     854.60   (feet)  ADJUSTED  
 FA1546  ___________________________________________________________________
 FA1546  X           -     737,086.484 (meters)                     COMP
 FA1546  Y           -  -5,176,273.450 (meters)                     COMP
 FA1546  Z           -   3,641,030.656 (meters)                     COMP
 FA1546  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FA1546  ELLIP HEIGHT-         228.82  (meters)          (03/27/03) GPS OBS
 FA1546  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FA1546  DYNAMIC HT  -         260.223 (meters)     853.75  (feet)  COMP
 FA1546  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FA1546
 FA1546  HORZ ORDER  -  FIRST
 FA1546  VERT ORDER  -  FIRST     CLASS II
 FA1546  ELLP ORDER  -  FOURTH    CLASS II
 FA1546
 FA1546.The horizontal coordinates were established by GPS observations
 FA1546.and adjusted by the National Geodetic Survey in March 2003..
 FA1546
 FA1546.The orthometric height was determined by differential leveling
 FA1546.and adjusted by the National Geodetic Survey in June 1991..
 FA1546
 FA1546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA1546
 FA1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1546
 FA1546.The ellipsoidal height was determined by GPS observations
 FA1546.and is referenced to NAD 83.
 FA1546
 FA1546.The geoid height was determined by GEOID03.
 FA1546
 FA1546.The dynamic height is computed by dividing the NAVD 88
 FA1546.geopotential number by the normal gravity value computed on the
 FA1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1546.degrees latitude (g = 980.6199 gals.).
 FA1546
 FA1546.The modeled gravity was interpolated from observed gravity values.
 FA1546
 FA1546;                    North         East     Units Scale Factor Converg.
 FA1546;SPC SC       -   355,253.763   527,858.466   MT  1.00007726   -0 29 47.7
 FA1546;SPC SC       - 1,165,530.72  1,731,819.11   iFT  1.00007726   -0 29 47.7
 FA1546;UTM  17      - 3,877,110.849   418,295.308   MT  0.99968227   -0 30 51.2
 FA1546
 FA1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1546!SPC SC       -   0.99996408  x   1.00007726  =   1.00004134
 FA1546!UTM  17      -   0.99996408  x   0.99968227  =   0.99964637
 FA1546
 FA1546                          SUPERSEDED SURVEY CONTROL
 FA1546
 FA1546  NAD 83(1995)-  35 02 00.14933(N)    081 53 44.62377(W) AD(       ) 1
 FA1546  ELLIP H (12/20/99)  228.82   (m)                       GP(       ) 4 1
 FA1546  NAD 83(1986)-  35 02 00.16043(N)    081 53 44.62867(W) AD(       ) 1
 FA1546  NAVD 88 (03/10/92)  260.48   (m)          854.6    (f) LEVELING    3  
 FA1546  NGVD 29 (09/16/91)  260.584  (m)          854.93   (f) ADJUSTED    1 2
 FA1546
 FA1546.Superseded values are not recommended for survey control.
 FA1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1546.See file dsdata.txt to determine how the superseded data were derived.
 FA1546
 FA1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1829577111(NAD 83)
 FA1546_MARKER: DD = SURVEY DISK
 FA1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1546_SP_SET: CONCRETE POST
 FA1546_STAMPING: 42 336 1988
 FA1546_MARK LOGO: SCGS  
 FA1546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1546+STABILITY: SURFACE MOTION
 FA1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1546+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 FA1546
 FA1546  HISTORY     - Date     Condition        Report By
 FA1546  HISTORY     - 1988     MONUMENTED       SCGS
 FA1546  HISTORY     - 19891215 GOOD             SCGS
 FA1546  HISTORY     - 19900425 GOOD
 FA1546  HISTORY     - 20050730 MARK NOT FOUND   NEWBY
 FA1546
 FA1546                          STATION DESCRIPTION
 FA1546
 FA1546'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1546'STATION IS LOCATED 5.1 MI EAST OF BOILING SPRINGS, 6.2 MI NORTH
 FA1546'NORTHEAST OF SPARTANBURG. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FA1546'PRECONSTRUCTION ENGINEER, P. O. BOX 191, COLUMBIA, SC  29202.
 FA1546'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 FA1546'AND INTERSTATE 85, (5.4 MI EAST SOUTHEAST OF BOILING SPRINGS), GO
 FA1546'NORTH NORTHEAST ON HIGHWAY 221 FOR 1.1 MI TO THE MARK ON THE LEFT,
 FA1546'JUST PAST A FRESH PRODUCE STAND (GILBERTS PEACHES), 0.7 MI SOUTH
 FA1546'SOUTHWEST OF THE CHEROKEE SPRINGS BAPTIST CHURCH.
 FA1546'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FT ABOVE
 FA1546'THE HIGHWAY, 17.0 FT WEST NORTHWEST OF THE CENTER OF THE SOUTHBOUND
 FA1546'LANES OF THE HIGHWAY, 165.0 FT SOUTH SOUTHWEST OF A POWER POLE WITH
 FA1546'A TRANSFORMER THAT HAS WIRES CROSSING THE HIGHWAY, 180.5 FT
 FA1546'NORTHEAST OF THE EAST CORNER OF A WOOD BUILDING (GILBERTS PEACHES),
 FA1546'28.0 FT EAST SOUTHEAST OF A WIRE FENCE LINE, 1.5 FT SOUTH
 FA1546'SOUTHWEST OF A WITNESS POST.
 FA1546
 FA1546                          STATION RECOVERY (1989)
 FA1546
 FA1546'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA1546'RECOVERED IN GOOD CONDITION.
 FA1546
 FA1546                          STATION RECOVERY (1990)
 FA1546
 FA1546'RECOVERED 1990
 FA1546'RECOVERED IN GOOD CONDITION.
 FA1546
 FA1546                          STATION RECOVERY (2005)
 FA1546
 FA1546'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 FA1546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1549 ***********************************************************************
 FA1549  DESIGNATION -  42 337
 FA1549  PID         -  FA1549
 FA1549  STATE/COUNTY-  SC/SPARTANBURG
 FA1549  USGS QUAD   -  VALLEY FALLS (1983)
 FA1549
 FA1549                         *CURRENT SURVEY CONTROL
 FA1549  ___________________________________________________________________
 FA1549* NAD 83(1986)-  35 04 01.     (N)    081 52 36.     (W)     SCALED    
 FA1549* NAVD 88     -       220.449  (meters)     723.26   (feet)  ADJUSTED  
 FA1549  ___________________________________________________________________
 FA1549  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FA1549  DYNAMIC HT  -         220.229 (meters)     722.53  (feet)  COMP
 FA1549  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 FA1549
 FA1549  VERT ORDER  -  FIRST     CLASS II
 FA1549
 FA1549.The horizontal coordinates were scaled from a topographic map and have
 FA1549.an estimated accuracy of +/- 6 seconds.
 FA1549
 FA1549.The orthometric height was determined by differential leveling
 FA1549.and adjusted by the National Geodetic Survey in June 1991..
 FA1549
 FA1549.The geoid height was determined by GEOID03.
 FA1549
 FA1549.The dynamic height is computed by dividing the NAVD 88
 FA1549.geopotential number by the normal gravity value computed on the
 FA1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1549.degrees latitude (g = 980.6199 gals.).
 FA1549
 FA1549.The modeled gravity was interpolated from observed gravity values.
 FA1549
 FA1549;                    North         East    Units  Estimated Accuracy
 FA1549;SPC SC       -   358,960.      529,630.      MT  (+/- 180 meters Scaled)
 FA1549
 FA1549                          SUPERSEDED SURVEY CONTROL
 FA1549
 FA1549  NGVD 29 (09/16/91)  220.548  (m)          723.58   (f) ADJUSTED    1 2
 FA1549
 FA1549.Superseded values are not recommended for survey control.
 FA1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1549.See file dsdata.txt to determine how the superseded data were derived.
 FA1549
 FA1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU200808(NAD 83)
 FA1549_MARKER: DD = SURVEY DISK
 FA1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1549_SP_SET: CONCRETE POST
 FA1549_STAMPING: 42 337 1988
 FA1549_MARK LOGO: SCGS  
 FA1549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1549+STABILITY: SURFACE MOTION
 FA1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1549+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FA1549
 FA1549  HISTORY     - Date     Condition        Report By
 FA1549  HISTORY     - 1988     MONUMENTED       SCGS
 FA1549
 FA1549                          STATION DESCRIPTION
 FA1549
 FA1549'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1549'STATION IS LOCATED 6.2 MI EAST NORTHEAST OF BOILING SPRINGS,
 FA1549'5.5 MI NORTHWEST OF COWPENS.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FA1549'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 FA1549'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 FA1549'AND INTERSTATE 85 (5.4 MI EAST SOUTHEAST OF BOILING SPRINGS), GO
 FA1549'NORTH NORTHEAST ON HIGHWAY 221 FOR 3.55 MI TO THE BRIDGE OVER THE
 FA1549'PACOLET RIVER, CONTINUE ON HIGHWAY 221 FOR 0.1 MI TO THE MARK ON THE
 FA1549'RIGHT JUST PAST THE NORTHEAST END OF THE BRIDGE.
 FA1549'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA1549'HIGHWAY, 144.0 FT NORTHEAST OF THE EAST CORNER OF THE BRIDGE,
 FA1549'77.0 FT SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES, 20.0 FT
 FA1549'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 FA1549'2.6 FT NORTHWEST OF THE GUARD RAILING, 3.4 FT NORTHWEST OF A
 FA1549'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1550 ***********************************************************************
 FA1550  DESIGNATION -  42 338
 FA1550  PID         -  FA1550
 FA1550  STATE/COUNTY-  SC/SPARTANBURG
 FA1550  USGS QUAD   -  COWPENS (1983)
 FA1550
 FA1550                         *CURRENT SURVEY CONTROL
 FA1550  ___________________________________________________________________
 FA1550* NAD 83(1986)-  35 04 41.     (N)    081 51 53.     (W)     SCALED    
 FA1550* NAVD 88     -       259.860  (meters)     852.56   (feet)  ADJUSTED  
 FA1550  ___________________________________________________________________
 FA1550  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FA1550  DYNAMIC HT  -         259.602 (meters)     851.71  (feet)  COMP
 FA1550  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 FA1550
 FA1550  VERT ORDER  -  FIRST     CLASS II
 FA1550
 FA1550.The horizontal coordinates were scaled from a topographic map and have
 FA1550.an estimated accuracy of +/- 6 seconds.
 FA1550
 FA1550.The orthometric height was determined by differential leveling
 FA1550.and adjusted by the National Geodetic Survey in June 1991..
 FA1550
 FA1550.The geoid height was determined by GEOID03.
 FA1550
 FA1550.The dynamic height is computed by dividing the NAVD 88
 FA1550.geopotential number by the normal gravity value computed on the
 FA1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1550.degrees latitude (g = 980.6199 gals.).
 FA1550
 FA1550.The modeled gravity was interpolated from observed gravity values.
 FA1550
 FA1550;                    North         East    Units  Estimated Accuracy
 FA1550;SPC SC       -   360,190.      530,730.      MT  (+/- 180 meters Scaled)
 FA1550
 FA1550                          SUPERSEDED SURVEY CONTROL
 FA1550
 FA1550  NGVD 29 (09/16/91)  259.959  (m)          852.88   (f) ADJUSTED    1 2
 FA1550
 FA1550.Superseded values are not recommended for survey control.
 FA1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1550.See file dsdata.txt to determine how the superseded data were derived.
 FA1550
 FA1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU211820(NAD 83)
 FA1550_MARKER: DD = SURVEY DISK
 FA1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1550_SP_SET: CONCRETE POST
 FA1550_STAMPING: 42 338 1988
 FA1550_MARK LOGO: SCGS  
 FA1550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1550+STABILITY: SURFACE MOTION
 FA1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1550+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FA1550
 FA1550  HISTORY     - Date     Condition        Report By
 FA1550  HISTORY     - 1988     MONUMENTED       SCGS
 FA1550
 FA1550                          STATION DESCRIPTION
 FA1550
 FA1550'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1550'STATION IS LOCATED 7.1 MI NORTHEAST OF BOILING SPRINGS, 5.5 MI
 FA1550'NORTHWEST OF COWPENS.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FA1550'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 FA1550'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 221
 FA1550'AND INTERSTATE 85 (5.4 MI EAST SOUTHEAST OF BOILING SPRINGS), GO
 FA1550'NORTH NORTHEAST ON HIGHWAY 221 FOR 4.7 MI TO THE MARK ON THE RIGHT,
 FA1550'NEAR THE SOUTH CORNER OF THE BRIDGE OVER THE SEABOARD RAILROAD TRACKS,
 FA1550'5.2 MI SOUTH SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 221 ALTERNATE
 FA1550'AND STATE HIGHWAY 11 IN CHESNEE.
 FA1550'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FT ABOVE
 FA1550'THE HIGHWAY, 22.0 FT SOUTHWEST OF THE SOUTH CORNER OF THE BRIDGE,
 FA1550'53.5 FT NORTHEAST OF THE LAST GUARD RAIL POST SOUTH OF THE BRIDGE,
 FA1550'20.6 FT SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 FA1550'HIGHWAY, 2.6 FT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1555 ***********************************************************************
 FA1555  DESIGNATION -  42 339
 FA1555  PID         -  FA1555
 FA1555  STATE/COUNTY-  SC/SPARTANBURG
 FA1555  USGS QUAD   -  COWPENS (1983)
 FA1555
 FA1555                         *CURRENT SURVEY CONTROL
 FA1555  ___________________________________________________________________
 FA1555* NAD 83(1986)-  35 06 15.     (N)    081 51 22.     (W)     SCALED    
 FA1555* NAVD 88     -       270.342  (meters)     886.95   (feet)  ADJUSTED  
 FA1555  ___________________________________________________________________
 FA1555  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FA1555  DYNAMIC HT  -         270.072 (meters)     886.06  (feet)  COMP
 FA1555  MODELED GRAV-     979,630.9   (mgal)                       NAVD 88
 FA1555
 FA1555  VERT ORDER  -  FIRST     CLASS II
 FA1555
 FA1555.The horizontal coordinates were scaled from a topographic map and have
 FA1555.an estimated accuracy of +/- 6 seconds.
 FA1555
 FA1555.The orthometric height was determined by differential leveling
 FA1555.and adjusted by the National Geodetic Survey in June 1991..
 FA1555
 FA1555.The geoid height was determined by GEOID03.
 FA1555
 FA1555.The dynamic height is computed by dividing the NAVD 88
 FA1555.geopotential number by the normal gravity value computed on the
 FA1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1555.degrees latitude (g = 980.6199 gals.).
 FA1555
 FA1555.The modeled gravity was interpolated from observed gravity values.
 FA1555
 FA1555;                    North         East    Units  Estimated Accuracy
 FA1555;SPC SC       -   363,080.      531,540.      MT  (+/- 180 meters Scaled)
 FA1555
 FA1555                          SUPERSEDED SURVEY CONTROL
 FA1555
 FA1555  NGVD 29 (09/16/91)  270.439  (m)          887.27   (f) ADJUSTED    1 2
 FA1555
 FA1555.Superseded values are not recommended for survey control.
 FA1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1555.See file dsdata.txt to determine how the superseded data were derived.
 FA1555
 FA1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU219849(NAD 83)
 FA1555_MARKER: DD = SURVEY DISK
 FA1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1555_SP_SET: CONCRETE POST
 FA1555_STAMPING: 42 339 1988
 FA1555_MARK LOGO: SCGS  
 FA1555_PROJECTION: RECESSED 3 CENTIMETERS
 FA1555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1555+STABILITY: SURFACE MOTION
 FA1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1555+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 FA1555
 FA1555  HISTORY     - Date     Condition        Report By
 FA1555  HISTORY     - 1988     MONUMENTED       SCGS
 FA1555  HISTORY     - 20020730 GOOD             SCGS
 FA1555
 FA1555                          STATION DESCRIPTION
 FA1555
 FA1555'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1555'STATION IS LOCATED 3.1 MI SOUTH OF CHESNEE, 6.7 MI NORTH NORTHWEST
 FA1555'OF COWPENS. OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION
 FA1555'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 FA1555'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 221, 221 ALTERNATE
 FA1555'AND STATE HIGHWAY 11 IN CHESNEE, GO SOUTH SOUTHWEST ON HIGHWAY 221 FOR
 FA1555'3.25 MI TO THE MARK ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE NORTH
 FA1555'ENTRANCE DRIVE TO A BRICK AND ALUMINUM BUILDING, 0.8 MI NORTH OF THE
 FA1555'MAYO WATER TANK.
 FA1555'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA1555'HIGHWAY, 130.4 FT EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 FA1555'BUILDING, 109.7 FT EAST SOUTHEAST OF A SECURITY LIGHT POLE,
 FA1555'90.0 FT NORTH OF A POWER POLE WITH A SECURITY LIGHT AND TRANSFORMER,
 FA1555'30.0 FT SOUTH OF THE CENTER OF THE ENTRANCE DRIVE, 33.0 FT WEST OF
 FA1555'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 FA1555
 FA1555                          STATION RECOVERY (2002)
 FA1555
 FA1555'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA1555'STATION IS LOCATED 3.05  MILES SOUTH OF CHESNEE, 11.5 MILES NORTH
 FA1555'NORTHEAST OF
 FA1555'SPARTANBURG. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 FA1555'191, COLUMBIA, SC
 FA1555'29202, PHONE 803-737-1350.
 FA1555'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA1555'AVENUE),
 FA1555'221 ALTERNATE AND STATE HIGHWAY 11 (CHEROKEE STREET AND CHEROKEE
 FA1555'FOOTHILLS
 FA1555'SCENIC HIGHWAY) IN CHESNEE, GO SOUTH ON HIGHWAY 221 FOR 2.25 MILES TO
 FA1555'THE  JUNCTION
 FA1555'OF THOMPSON ROAD, CONTINUE ON HIGHWAY 221 FOR 1.0 MILE TO THE STATION
 FA1555'ON THE RIGHT IN
 FA1555'THE SOUTHWEST ANGLE OF THE NORTH DRIVEWAY RIGHT TO A METAL AND BRICK
 FA1555'BUILDING (5315,
 FA1555'STATE LINE AUTO SALES) .
 FA1555'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE
 FA1555'HIGHWAY, 33.1 FEET
 FA1555'WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 12.2 FEET
 FA1555'SOUTH
 FA1555'SOUTHWEST OF THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH
 FA1555'THE
 FA1555'DRIVEWAY, 50.6 FEET NORTH OF A METAL FLAG POLE, 130.8 FEET EAST OF THE
 FA1555'NORTHEAST
 FA1555'CORNER OF THE BUILDING.
 FA1555'RECOVERED BY T. HALL.
 FA1555' 
 FA1555' 
 FA1555' 
 FA1555' 
 FA1555' 
 FA1555' 
 FA1555' 
 FA1555' 
 FA1555' 
 FA1555'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1558 ***********************************************************************
 FA1558  DESIGNATION -  42 340
 FA1558  PID         -  FA1558
 FA1558  STATE/COUNTY-  SC/SPARTANBURG
 FA1558  USGS QUAD   -  CHESNEE (1993)
 FA1558
 FA1558                         *CURRENT SURVEY CONTROL
 FA1558  ___________________________________________________________________
 FA1558* NAD 83(1986)-  35 08 06.     (N)    081 51 44.     (W)     SCALED    
 FA1558* NAVD 88     -       265.262  (meters)     870.28   (feet)  ADJUSTED  
 FA1558  ___________________________________________________________________
 FA1558  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FA1558  DYNAMIC HT  -         264.997 (meters)     869.41  (feet)  COMP
 FA1558  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 FA1558
 FA1558  VERT ORDER  -  FIRST     CLASS II
 FA1558
 FA1558.The horizontal coordinates were scaled from a topographic map and have
 FA1558.an estimated accuracy of +/- 6 seconds.
 FA1558
 FA1558.The orthometric height was determined by differential leveling
 FA1558.and adjusted by the National Geodetic Survey in June 1991..
 FA1558
 FA1558.The geoid height was determined by GEOID03.
 FA1558
 FA1558.The dynamic height is computed by dividing the NAVD 88
 FA1558.geopotential number by the normal gravity value computed on the
 FA1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1558.degrees latitude (g = 980.6199 gals.).
 FA1558
 FA1558.The modeled gravity was interpolated from observed gravity values.
 FA1558
 FA1558;                    North         East    Units  Estimated Accuracy
 FA1558;SPC SC       -   366,500.      531,010.      MT  (+/- 180 meters Scaled)
 FA1558
 FA1558                          SUPERSEDED SURVEY CONTROL
 FA1558
 FA1558  NGVD 29 (09/16/91)  265.357  (m)          870.59   (f) ADJUSTED    1 2
 FA1558
 FA1558.Superseded values are not recommended for survey control.
 FA1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1558.See file dsdata.txt to determine how the superseded data were derived.
 FA1558
 FA1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU214883(NAD 83)
 FA1558_MARKER: DD = SURVEY DISK
 FA1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1558_SP_SET: CONCRETE POST
 FA1558_STAMPING: 42 340 1988
 FA1558_MARK LOGO: SCGS  
 FA1558_PROJECTION: FLUSH
 FA1558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1558+STABILITY: SURFACE MOTION
 FA1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1558+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 FA1558
 FA1558  HISTORY     - Date     Condition        Report By
 FA1558  HISTORY     - 1988     MONUMENTED       SCGS
 FA1558  HISTORY     - 20020730 GOOD             SCGS
 FA1558
 FA1558                          STATION DESCRIPTION
 FA1558
 FA1558'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1558'STATION IS LOCATED IN CHESNEE, AT THE CHESNEE HIGH SCHOOL.
 FA1558'OWNERSHIP--CHESNEE HIGH SCHOOL, CHESNEE, SC  29323.
 FA1558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1558'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO SOUTH SOUTHWEST ON
 FA1558'HIGHWAY 221 FOR 0.95 MI TO THE MARK ON THE LEFT NEAR A FIRE HYDRANT
 FA1558'AT THE SOUTH END OF THE SCHOOL BUILDING.
 FA1558'STATION IS A CONCRETE POST RECESSED 1-INCH AND 2.0 FT ABOVE THE
 FA1558'HIGHWAY, 357.4 FT SOUTHWEST OF THE FLAG POLE IN FRONT OF THE SCHOOL,
 FA1558'121.8 FT WEST NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOLS
 FA1558'CAFETERIA, 33.6 FT EAST SOUTHEAST OF THE CENTER OF THE NORTHBOUND
 FA1558'LANES OF THE HIGHWAY, 16.0 FT EAST OF THE FIRE HYDRANT, 14.3 FT
 FA1558'NORTH NORTHEAST OF A 4-FOOT HIGH BRICK WALL.
 FA1558
 FA1558                          STATION RECOVERY (2002)
 FA1558
 FA1558'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA1558'STATION IS LOCATED 0.9 MILE SOUTH OF CHESNEE, 13.2 MILES NORTH
 FA1558'NORTHEAST OF
 FA1558'SPARTANBURG. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 FA1558'191, COLUMBIA, SC
 FA1558'29202, PHONE 803-737-1350.
 FA1558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA1558'AVENUE),
 FA1558'221 ALTERNATE AND STATE HIGHWAY 11 (CHEROKEE STREET AND CHEROKEE
 FA1558'FOOTHILLS
 FA1558'SCENIC HIGHWAY) IN CHESNEE, GO SOUTH ON HIGHWAY 221 FOR 0.95 MILE TO
 FA1558'THE STATION ON
 FA1558'THE LEFT NEAR A FIRE HYDRANT NEAR THE SOUTHERN END OF THE CHESNEE
 FA1558'MIDDLE SCHOOL.
 FA1558'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 1.5 FEET ABOVE THE
 FA1558'HIGHWAY, 90.0 FEET
 FA1558'WEST OF THE SOUTHWEST CORNER OF A LARGE CONCRETE FOUNDATION OF A TALL
 FA1558'METAL RADIO
 FA1558'TOWER AT THE SCHOOL, 15.6 FEET EAST OF THE FIRE HYDRANT, 14.6 FEET
 FA1558'EAST OF A POWER POLE
 FA1558'NUMBER 114437/2 WITH A SECURITY LIGHT ATTACHED, 19.6 FEET SOUTHEAST OF
 FA1558'THE CENTER OF A
 FA1558'METAL MANHOLE COVER SET INTO THE SIDEWALK, 14.0 FEET NORTH OF THE
 FA1558'NORTH FACE OF A
 FA1558'4-FOOT HIGH BRICK RETAINING WALL, 14.5 FEET NORTHEAST OF A WOODEN
 FA1558'TELEPHONE JUNCTION
 FA1558'BOX SUPPORT POST (A).
 FA1558'RECOVERED BY T. HALL.
 FA1558' 
 FA1558' 
 FA1558' 
 FA1558' 
 FA1558' 
 FA1558' 
 FA1558' 
 FA1558' 
 FA1558' 
 FA1558' 
 FA1558'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1562 ***********************************************************************
 FA1562  DESIGNATION -  42 342
 FA1562  PID         -  FA1562
 FA1562  STATE/COUNTY-  SC/SPARTANBURG
 FA1562  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA1562
 FA1562                         *CURRENT SURVEY CONTROL
 FA1562  ___________________________________________________________________
 FA1562* NAD 83(1986)-  35 09 41.     (N)    081 53 47.     (W)     SCALED    
 FA1562* NAVD 88     -       285.698  (meters)     937.33   (feet)  ADJUSTED  
 FA1562  ___________________________________________________________________
 FA1562  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 FA1562  DYNAMIC HT  -         285.413 (meters)     936.39  (feet)  COMP
 FA1562  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 FA1562
 FA1562  VERT ORDER  -  FIRST     CLASS II
 FA1562
 FA1562.The horizontal coordinates were scaled from a topographic map and have
 FA1562.an estimated accuracy of +/- 6 seconds.
 FA1562
 FA1562.The orthometric height was determined by differential leveling
 FA1562.and adjusted by the National Geodetic Survey in June 1991..
 FA1562
 FA1562.The geoid height was determined by GEOID03.
 FA1562
 FA1562.The dynamic height is computed by dividing the NAVD 88
 FA1562.geopotential number by the normal gravity value computed on the
 FA1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1562.degrees latitude (g = 980.6199 gals.).
 FA1562
 FA1562.The modeled gravity was interpolated from observed gravity values.
 FA1562
 FA1562;                    North         East    Units  Estimated Accuracy
 FA1562;SPC SC       -   369,460.      527,920.      MT  (+/- 180 meters Scaled)
 FA1562
 FA1562                          SUPERSEDED SURVEY CONTROL
 FA1562
 FA1562  NGVD 29 (09/16/91)  285.791  (m)          937.63   (f) ADJUSTED    1 2
 FA1562
 FA1562.Superseded values are not recommended for survey control.
 FA1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1562.See file dsdata.txt to determine how the superseded data were derived.
 FA1562
 FA1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU183913(NAD 83)
 FA1562_MARKER: DD = SURVEY DISK
 FA1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1562_SP_SET: CONCRETE POST
 FA1562_STAMPING: 42 342 1988
 FA1562_MARK LOGO: SCGS  
 FA1562_PROJECTION: RECESSED 3 CENTIMETERS
 FA1562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1562+STABILITY: SURFACE MOTION
 FA1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1562+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 FA1562
 FA1562  HISTORY     - Date     Condition        Report By
 FA1562  HISTORY     - 1988     MONUMENTED       SCGS
 FA1562  HISTORY     - 20020730 GOOD             SCGS
 FA1562
 FA1562                          STATION DESCRIPTION
 FA1562
 FA1562'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1562'STATION IS LOCATED 2.1 MI NORTHWEST OF CHESNEE, 8.5 MI EAST
 FA1562'NORTHEAST OF NEW PROSPECT. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FA1562'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 FA1562'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1562'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO WEST NORTHWESTERLY ON
 FA1562'HIGHWAY 11 FOR 2.55 MI TO THE MARK ON THE LEFT, IN THE SOUTHWEST
 FA1562'ANGLE OF THE JUNCTION OF TURKEY FARM ROAD 2-3034, 1.25 MI EAST OF
 FA1562'THE JUNCTION OF STATE ROAD 58.
 FA1562'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FT ABOVE
 FA1562'THE HIGHWAY, 42.5 FT SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 FA1562'30.7 FT WEST NORTHWEST OF THE CENTER OF THE ROAD, 112.8 FT EAST
 FA1562'NORTHEAST OF A POWER POLE NUMBER 108, 2.2 FT NORTH NORTHEAST OF A
 FA1562'WITNESS POST.
 FA1562
 FA1562                          STATION RECOVERY (2002)
 FA1562
 FA1562'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA1562'STATION IS LOCATED 2.25 MILES WEST NORTHWEST OF CHESNEE, 14.8 MILES
 FA1562'NORTH OF
 FA1562'SPARTANBURG. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 FA1562'191, COLUMBIA, SC
 FA1562'29202, PHONE 803-737-1350.
 FA1562'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA1562'AVENUE),
 FA1562'221 ALTERNATE AND STATE HIGHWAY 11 (CHEROKEE STREET AND CHEROKEE
 FA1562'FOOTHILLS
 FA1562'SCENIC HIGHWAY) IN CHESNEE, GO WEST ON HIGHWAY 11 FOR 2.55 MILES TO
 FA1562'THE STATION ON
 FA1562'THE LEFT NEAR A WIRE FENCE CORNER POST IN THE SOUTHWEST ANGLE OF
 FA1562'TURKEY FARM
 FA1562'ROAD.
 FA1562'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 1.5 FEET ABOVE THE
 FA1562'HIGHWAY, 113.6 FEET
 FA1562'EAST NORTHEAST OF A POWER POLE NUMBER 108, 41.9 FEET SOUTH SOUTHEAST
 FA1562'OF THE CENTER
 FA1562'OF THE HIGHWAY, 6.7 FEET NORTHEAST OF THE WIRE FENCE CORNER POST, 30.7
 FA1562'FEET WEST OF THE
 FA1562'CENTER OF TURKEY FARM ROAD, 8.7 FEET EAST OF A TELEPHONE SUPPORT POST
 FA1562'NUMBER 471, 20.2
 FA1562'FEET SOUTH SOUTHWEST OF THE WEST END OF A 1.2-FOOT CONCRETE PIPE
 FA1562'CULVERT BENEATH
 FA1562'TURKEY FARM ROAD.
 FA1562'RECOVERED BY T. HALL.
 FA1562' 
 FA1562' 
 FA1562' 
 FA1562' 
 FA1562' 
 FA1562' 
 FA1562' 
 FA1562' 
 FA1562' 
 FA1562' 
 FA1562' 
 FA1562'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1567 ***********************************************************************
 FA1567  DESIGNATION -  42 343
 FA1567  PID         -  FA1567
 FA1567  STATE/COUNTY-  SC/SPARTANBURG
 FA1567  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA1567
 FA1567                         *CURRENT SURVEY CONTROL
 FA1567  ___________________________________________________________________
 FA1567* NAD 83(1986)-  35 09 09.     (N)    081 55 54.     (W)     SCALED    
 FA1567* NAVD 88     -       254.333  (meters)     834.42   (feet)  ADJUSTED  
 FA1567  ___________________________________________________________________
 FA1567  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 FA1567  DYNAMIC HT  -         254.078 (meters)     833.59  (feet)  COMP
 FA1567  MODELED GRAV-     979,626.6   (mgal)                       NAVD 88
 FA1567
 FA1567  VERT ORDER  -  FIRST     CLASS II
 FA1567
 FA1567.The horizontal coordinates were scaled from a topographic map and have
 FA1567.an estimated accuracy of +/- 6 seconds.
 FA1567
 FA1567.The orthometric height was determined by differential leveling
 FA1567.and adjusted by the National Geodetic Survey in June 1991..
 FA1567
 FA1567.The geoid height was determined by GEOID03.
 FA1567
 FA1567.The dynamic height is computed by dividing the NAVD 88
 FA1567.geopotential number by the normal gravity value computed on the
 FA1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1567.degrees latitude (g = 980.6199 gals.).
 FA1567
 FA1567.The modeled gravity was interpolated from observed gravity values.
 FA1567
 FA1567;                    North         East    Units  Estimated Accuracy
 FA1567;SPC SC       -   368,500.      524,700.      MT  (+/- 180 meters Scaled)
 FA1567
 FA1567                          SUPERSEDED SURVEY CONTROL
 FA1567
 FA1567  NGVD 29 (09/16/91)  254.424  (m)          834.72   (f) ADJUSTED    1 2
 FA1567
 FA1567.Superseded values are not recommended for survey control.
 FA1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1567.See file dsdata.txt to determine how the superseded data were derived.
 FA1567
 FA1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU151903(NAD 83)
 FA1567_MARKER: DD = SURVEY DISK
 FA1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1567_SP_SET: CONCRETE POST
 FA1567_STAMPING: 42 343 1988
 FA1567_MARK LOGO: SCGS  
 FA1567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1567+STABILITY: SURFACE MOTION
 FA1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1567+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FA1567
 FA1567  HISTORY     - Date     Condition        Report By
 FA1567  HISTORY     - 1988     MONUMENTED       SCGS
 FA1567
 FA1567                          STATION DESCRIPTION
 FA1567
 FA1567'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1567'STATION IS LOCATED 4.1 MI WEST OF CHESNEE, 6.5 MI EAST NORTHEAST
 FA1567'OF NEW PROSPECT. OWNERSHIP--BROOKLYN C.M.E. CHURCH, CHESNEE, SC
 FA1567'29323.
 FA1567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1567'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO WEST NORTHWESTERLY ON
 FA1567'HIGHWAY 11 FOR 3.8 MI TO THE JUNCTION OF STATE ROAD 58, CONTINUE ON
 FA1567'HIGHWAY 11 FOR 0.95 MI TO THE ENTRANCE OF BROOKLYN C.M.E. CHURCH,
 FA1567'TURN LEFT ON ENTRANCE DRIVE FOR 0.1 MI TO THE STONE STEPS LEADING TO
 FA1567'BASEBALL AND BASKETBALL AREA AND THE MARK NEAR CENTERFIELD.
 FA1567'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0 FT ABOVE
 FA1567'THE DRIVEWAY, 174.0 FT NORTHEAST OF THE NORTHEAST CORNER OF THE
 FA1567'CHURCH, 153.0 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A STONE
 FA1567'BUILDING (OLD SCHOOL HOUSE), 133.0 FT EAST OF THE CENTER OF THE
 FA1567'DRIVEWAY, 112.3 FT NORTH OF A STEEL POLE SUPPORTING THE BASKETBALL
 FA1567'GOAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1568 ***********************************************************************
 FA1568  DESIGNATION -  42 344
 FA1568  PID         -  FA1568
 FA1568  STATE/COUNTY-  SC/SPARTANBURG
 FA1568  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA1568
 FA1568                         *CURRENT SURVEY CONTROL
 FA1568  ___________________________________________________________________
 FA1568* NAD 83(1986)-  35 09 03.     (N)    081 56 54.     (W)     SCALED    
 FA1568* NAVD 88     -       287.923  (meters)     944.63   (feet)  ADJUSTED  
 FA1568  ___________________________________________________________________
 FA1568  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 FA1568  DYNAMIC HT  -         287.635 (meters)     943.68  (feet)  COMP
 FA1568  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 FA1568
 FA1568  VERT ORDER  -  FIRST     CLASS II
 FA1568
 FA1568.The horizontal coordinates were scaled from a topographic map and have
 FA1568.an estimated accuracy of +/- 6 seconds.
 FA1568
 FA1568.The orthometric height was determined by differential leveling
 FA1568.and adjusted by the National Geodetic Survey in June 1991..
 FA1568
 FA1568.The geoid height was determined by GEOID03.
 FA1568
 FA1568.The dynamic height is computed by dividing the NAVD 88
 FA1568.geopotential number by the normal gravity value computed on the
 FA1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1568.degrees latitude (g = 980.6199 gals.).
 FA1568
 FA1568.The modeled gravity was interpolated from observed gravity values.
 FA1568
 FA1568;                    North         East    Units  Estimated Accuracy
 FA1568;SPC SC       -   368,330.      523,180.      MT  (+/- 180 meters Scaled)
 FA1568
 FA1568                          SUPERSEDED SURVEY CONTROL
 FA1568
 FA1568  NGVD 29 (09/16/91)  288.014  (m)          944.93   (f) ADJUSTED    1 2
 FA1568
 FA1568.Superseded values are not recommended for survey control.
 FA1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1568.See file dsdata.txt to determine how the superseded data were derived.
 FA1568
 FA1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU136901(NAD 83)
 FA1568_MARKER: DD = SURVEY DISK
 FA1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1568_SP_SET: CONCRETE POST
 FA1568_STAMPING: 42 344 1988
 FA1568_MARK LOGO: SCGS  
 FA1568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1568+STABILITY: SURFACE MOTION
 FA1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1568+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FA1568
 FA1568  HISTORY     - Date     Condition        Report By
 FA1568  HISTORY     - 1988     MONUMENTED       SCGS
 FA1568
 FA1568                          STATION DESCRIPTION
 FA1568
 FA1568'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1568'STATION IS LOCATED 5.5 MI EAST NORTHEAST OF NEW PROSPECT, 5.0 MI
 FA1568'WEST OF CHESNEE. OWNERSHIP--JAMES E. COOLEY, 2940 HIGHWAY 11 WEST,
 FA1568'CHESNEE, SC 29323.
 FA1568'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 221
 FA1568'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO WEST NORTHWESTERLY ON
 FA1568'HIGHWAY 11 FOR 5.8 MI TO THE MARK ON THE RIGHT NEAR A POWER POLE ON
 FA1568'THE EAST SIDE OF A TWO-STORY BRICK HOUSE, 0.35 MI EAST OF THE
 FA1568'JUNCTION OF STATE ROAD 215.
 FA1568'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA1568'HIGHWAY, 257.6 FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE,
 FA1568'150.0 FT EAST OF THE CENTER OF THE GRAVEL DRIVEWAY LEADING TO THE
 FA1568'HOUSE, 81.0 FT NORTH OF THE CENTER OF THE HIGHWAY, 26.8 FT
 FA1568'NORTHEAST OF POWER POLE NUMBER 54, 231.0 FT EAST SOUTHEAST OF A LONE
 FA1568'40-INCH OAK TREE IN THE FRONT OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1571 ***********************************************************************
 FA1571  DESIGNATION -  42 345
 FA1571  PID         -  FA1571
 FA1571  STATE/COUNTY-  SC/SPARTANBURG
 FA1571  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA1571
 FA1571                         *CURRENT SURVEY CONTROL
 FA1571  ___________________________________________________________________
 FA1571* NAD 83(1986)-  35 08 55.     (N)    081 58 00.     (W)     SCALED    
 FA1571* NAVD 88     -       301.251  (meters)     988.35   (feet)  ADJUSTED  
 FA1571  ___________________________________________________________________
 FA1571  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 FA1571  DYNAMIC HT  -         300.949 (meters)     987.36  (feet)  COMP
 FA1571  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 FA1571
 FA1571  VERT ORDER  -  FIRST     CLASS II
 FA1571
 FA1571.The horizontal coordinates were scaled from a topographic map and have
 FA1571.an estimated accuracy of +/- 6 seconds.
 FA1571
 FA1571.The orthometric height was determined by differential leveling
 FA1571.and adjusted by the National Geodetic Survey in June 1991..
 FA1571
 FA1571.The geoid height was determined by GEOID03.
 FA1571
 FA1571.The dynamic height is computed by dividing the NAVD 88
 FA1571.geopotential number by the normal gravity value computed on the
 FA1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1571.degrees latitude (g = 980.6199 gals.).
 FA1571
 FA1571.The modeled gravity was interpolated from observed gravity values.
 FA1571
 FA1571;                    North         East    Units  Estimated Accuracy
 FA1571;SPC SC       -   368,100.      521,510.      MT  (+/- 180 meters Scaled)
 FA1571
 FA1571                          SUPERSEDED SURVEY CONTROL
 FA1571
 FA1571  NGVD 29 (09/16/91)  301.341  (m)          988.65   (f) ADJUSTED    1 2
 FA1571
 FA1571.Superseded values are not recommended for survey control.
 FA1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1571.See file dsdata.txt to determine how the superseded data were derived.
 FA1571
 FA1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU119899(NAD 83)
 FA1571_MARKER: DD = SURVEY DISK
 FA1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1571_SP_SET: CONCRETE POST
 FA1571_STAMPING: 42 345 1988
 FA1571_MARK LOGO: SCGS  
 FA1571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1571+STABILITY: SURFACE MOTION
 FA1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1571+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FA1571
 FA1571  HISTORY     - Date     Condition        Report By
 FA1571  HISTORY     - 1988     MONUMENTED       SCGS
 FA1571
 FA1571                          STATION DESCRIPTION
 FA1571
 FA1571'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1571'STATION IS LOCATED 4.5 MI EAST NORTHEAST OF NEW PROSPECT, 6.1 MI
 FA1571'WEST OF CHESNEE. OWNERSHIP--ELIZABETH M. BISHOP, 3445 HIGHWAY 11 WEST,
 FA1571'CHESNEE, SC 29323.
 FA1571'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FA1571'NEW PROSPECT, GO EAST NORTHEASTERLY ON HIGHWAY 11 FOR 5.25 MI TO THE
 FA1571'JUNCTION OF STATE ROAD 918 AND THE MARK NEAR A FIRE HYDRANT IN THE
 FA1571'SOUTHEAST ANGLE OF THE JUNCTION, 0.65 MI WEST OF THE JUNCTION OF
 FA1571'STATE ROAD 215 (MAHAFFEY-COOLEY ROAD).
 FA1571'STATION IS A CONCRETE POST RECESSED 1-INCH AND 0.6 FT BELOW THE
 FA1571'HIGHWAY, 154.3 FT WEST OF THE NORTHWEST CORNER OF A VINYL-SIDED
 FA1571'HOUSE, 144.2 FT NORTHEAST OF THE CENTER OF THE ROAD, 61.8 FT SOUTH
 FA1571'OF THE CENTER OF THE HIGHWAY, 41.1 FT SOUTHEAST OF THE FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1572 ***********************************************************************
 FA1572  DESIGNATION -  42 346
 FA1572  PID         -  FA1572
 FA1572  STATE/COUNTY-  SC/SPARTANBURG
 FA1572  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA1572
 FA1572                         *CURRENT SURVEY CONTROL
 FA1572  ___________________________________________________________________
 FA1572* NAD 83(1986)-  35 08 25.     (N)    081 59 19.     (W)     SCALED    
 FA1572* NAVD 88     -       289.366  (meters)     949.36   (feet)  ADJUSTED  
 FA1572  ___________________________________________________________________
 FA1572  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FA1572  DYNAMIC HT  -         289.075 (meters)     948.41  (feet)  COMP
 FA1572  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 FA1572
 FA1572  VERT ORDER  -  FIRST     CLASS II
 FA1572
 FA1572.The horizontal coordinates were scaled from a topographic map and have
 FA1572.an estimated accuracy of +/- 6 seconds.
 FA1572
 FA1572.The orthometric height was determined by differential leveling
 FA1572.and adjusted by the National Geodetic Survey in June 1991..
 FA1572
 FA1572.The geoid height was determined by GEOID03.
 FA1572
 FA1572.The dynamic height is computed by dividing the NAVD 88
 FA1572.geopotential number by the normal gravity value computed on the
 FA1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1572.degrees latitude (g = 980.6199 gals.).
 FA1572
 FA1572.The modeled gravity was interpolated from observed gravity values.
 FA1572
 FA1572;                    North         East    Units  Estimated Accuracy
 FA1572;SPC SC       -   367,190.      519,500.      MT  (+/- 180 meters Scaled)
 FA1572
 FA1572                          SUPERSEDED SURVEY CONTROL
 FA1572
 FA1572  NGVD 29 (09/16/91)  289.455  (m)          949.65   (f) ADJUSTED    1 2
 FA1572
 FA1572.Superseded values are not recommended for survey control.
 FA1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1572.See file dsdata.txt to determine how the superseded data were derived.
 FA1572
 FA1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU099890(NAD 83)
 FA1572_MARKER: DD = SURVEY DISK
 FA1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1572_SP_SET: CONCRETE POST
 FA1572_STAMPING: 42 346 1988
 FA1572_MARK LOGO: SCGS  
 FA1572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1572+STABILITY: SURFACE MOTION
 FA1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1572+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FA1572
 FA1572  HISTORY     - Date     Condition        Report By
 FA1572  HISTORY     - 1988     MONUMENTED       SCGS
 FA1572
 FA1572                          STATION DESCRIPTION
 FA1572
 FA1572'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1572'STATION IS LOCATED 3.2 MI EAST NORTHEAST OF NEW PROSPECT, 7.3 MI
 FA1572'WEST OF CHESNEE. OWNERSHIP--FIRST BAPTIST CHURCH, FINGERVILLE, SC
 FA1572'29338.
 FA1572'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FA1572'NEW PROSPECT, GO EAST NORTHEASTERLY ON HIGHWAY 11 FOR 3.3 MI TO THE
 FA1572'BRIDGE OVER THE PACOLET RIVER, CONTINUE ON HIGHWAY 11 FOR 0.5 MI TO
 FA1572'A PAVED DRIVE LEADING NORTH, TURN LEFT ON THE DRIVE FOR 0.05 MI TO A
 FA1572'LARGE CONCRETE BUILDING, TURN RIGHT ON SAND ROAD (SOUTH OF BUILDING)
 FA1572'FOR 0.15 MI TO A BASEBALL FIELD AND THE MARK ON THE RIGHT NEAR A
 FA1572'POWER POLE IN LEFT FIELD.
 FA1572'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 40.0 FT ABOVE
 FA1572'THE HIGHWAY, 75.7 FT NORTHWEST OF THE END OF A CHAIN LINK FENCE
 FA1572'SURROUNDING A CEMETERY, 116.8 FT EAST OF A POWER POLE NUMBER 99 NEAR
 FA1572'CENTERFIELD, 12.6 FT WEST OF POWER POLE NUMBER 98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2412 ***********************************************************************
 FB2412  DESIGNATION -  42 347
 FB2412  PID         -  FB2412
 FB2412  STATE/COUNTY-  SC/SPARTANBURG
 FB2412  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB2412
 FB2412                         *CURRENT SURVEY CONTROL
 FB2412  ___________________________________________________________________
 FB2412* NAD 83(2001)-  35 08 01.41214(N)    082 00 24.49939(W)     ADJUSTED  
 FB2412* NAVD 88     -       272.169  (meters)     892.94   (feet)  ADJUSTED  
 FB2412  ___________________________________________________________________
 FB2412  X           -     726,161.585 (meters)                     COMP
 FB2412  Y           -  -5,171,364.924 (meters)                     COMP
 FB2412  Z           -   3,650,148.005 (meters)                     COMP
 FB2412  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FB2412  ELLIP HEIGHT-         240.31  (meters)          (03/27/03) GPS OBS
 FB2412  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FB2412  DYNAMIC HT  -         271.896 (meters)     892.05  (feet)  COMP
 FB2412  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 FB2412
 FB2412  HORZ ORDER  -  FIRST
 FB2412  VERT ORDER  -  FIRST     CLASS II
 FB2412  ELLP ORDER  -  FOURTH    CLASS II
 FB2412
 FB2412.The horizontal coordinates were established by GPS observations
 FB2412.and adjusted by the National Geodetic Survey in March 2003..
 FB2412
 FB2412.The orthometric height was determined by differential leveling
 FB2412.and adjusted by the National Geodetic Survey in June 1991..
 FB2412
 FB2412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2412
 FB2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2412
 FB2412.The ellipsoidal height was determined by GPS observations
 FB2412.and is referenced to NAD 83.
 FB2412
 FB2412.The geoid height was determined by GEOID03.
 FB2412
 FB2412.The dynamic height is computed by dividing the NAVD 88
 FB2412.geopotential number by the normal gravity value computed on the
 FB2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2412.degrees latitude (g = 980.6199 gals.).
 FB2412
 FB2412.The modeled gravity was interpolated from observed gravity values.
 FB2412
 FB2412;                    North         East     Units Scale Factor Converg.
 FB2412;SPC SC       -   366,480.772   517,830.735   MT  1.00012067   -0 33 29.4
 FB2412;SPC SC       - 1,202,364.74  1,698,919.73   iFT  1.00012067   -0 33 29.4
 FB2412;SPC NC       -   157,645.939   335,638.999   MT  0.99987470   -1 44 07.6
 FB2412;SPC NC       -   517,210.05  1,101,175.62   sFT  0.99987470   -1 44 07.6
 FB2412;UTM  17      - 3,888,336.698   408,275.453   MT  0.99970369   -0 34 46.0
 FB2412
 FB2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2412!SPC SC       -   0.99996228  x   1.00012067  =   1.00008295
 FB2412!SPC NC       -   0.99996228  x   0.99987470  =   0.99983699
 FB2412!UTM  17      -   0.99996228  x   0.99970369  =   0.99966598
 FB2412
 FB2412                          SUPERSEDED SURVEY CONTROL
 FB2412
 FB2412  NAD 83(1995)-  35 08 01.41182(N)    082 00 24.49907(W) AD(       ) 1
 FB2412  ELLIP H (12/20/99)  240.34   (m)                       GP(       ) 4 1
 FB2412  NAD 83(1986)-  35 08 01.42316(N)    082 00 24.50545(W) AD(       ) 1
 FB2412  NAVD 88 (03/10/92)  272.17   (m)          892.9    (f) LEVELING    3  
 FB2412  NGVD 29 (09/16/91)  272.259  (m)          893.24   (f) ADJUSTED    1 2
 FB2412
 FB2412.Superseded values are not recommended for survey control.
 FB2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2412.See file dsdata.txt to determine how the superseded data were derived.
 FB2412
 FB2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0827588337(NAD 83)
 FB2412_MARKER: DD = SURVEY DISK
 FB2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2412_SP_SET: CONCRETE POST
 FB2412_STAMPING: 42 347 1988
 FB2412_MARK LOGO: SCGS  
 FB2412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2412+STABILITY: SURFACE MOTION
 FB2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2412+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1990
 FB2412
 FB2412  HISTORY     - Date     Condition        Report By
 FB2412  HISTORY     - 1988     MONUMENTED       SCGS
 FB2412  HISTORY     - 19891215 GOOD             SCGS
 FB2412  HISTORY     - 19900503 GOOD
 FB2412
 FB2412                          STATION DESCRIPTION
 FB2412
 FB2412'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2412'STATION IS LOCATED 2.1 MI EAST OF NEW PROSPECT, 8.35 MI WEST OF
 FB2412'CHESNEE. OWNERSHIP--FINGERVILLE UNITED METHODIST CHURCH, FINGERVILLE,
 FB2412'SC 29338.
 FB2412'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FB2412'NEW PROSPECT, GO EAST NORTHEASTERLY ON HIGHWAY 11 FOR 2.7 MI TO THE
 FB2412'MARK IN FRONT OF THE FINGERVILLE UNITED METHODIST CHURCH, IN THE EAST
 FB2412'ANGLE OF THE JUNCTION OF STATE ROAD 42.
 FB2412'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FT ABOVE
 FB2412'THE HIGHWAY, 86.0 FT WEST NORTHWEST OF THE NORTH CORNER OF THE
 FB2412'CHURCH, 71.5 FT NORTHEAST OF THE CENTER OF THE ROAD, 41.2 FT
 FB2412'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 11.9 FT NORTH OF THE FIRE
 FB2412'HYDRANT.
 FB2412
 FB2412                          STATION RECOVERY (1989)
 FB2412
 FB2412'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2412'RECOVERED IN GOOD CONDITION.
 FB2412
 FB2412                          STATION RECOVERY (1990)
 FB2412
 FB2412'RECOVERED 1990
 FB2412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2413 ***********************************************************************
 FB2413  DESIGNATION -  42 348
 FB2413  PID         -  FB2413
 FB2413  STATE/COUNTY-  SC/SPARTANBURG
 FB2413  USGS QUAD   -  INMAN (1983)
 FB2413
 FB2413                         *CURRENT SURVEY CONTROL
 FB2413  ___________________________________________________________________
 FB2413* NAD 83(2001)-  35 07 21.02462(N)    082 01 22.86380(W)     ADJUSTED  
 FB2413* NAVD 88     -       277.342  (meters)     909.91   (feet)  ADJUSTED  
 FB2413  ___________________________________________________________________
 FB2413  X           -     724,798.255 (meters)                     COMP
 FB2413  Y           -  -5,172,283.675 (meters)                     COMP
 FB2413  Z           -   3,649,133.006 (meters)                     COMP
 FB2413  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FB2413  ELLIP HEIGHT-         245.51  (meters)          (03/27/03) GPS OBS
 FB2413  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FB2413  DYNAMIC HT  -         277.064 (meters)     909.00  (feet)  COMP
 FB2413  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 FB2413
 FB2413  HORZ ORDER  -  FIRST
 FB2413  VERT ORDER  -  FIRST     CLASS II
 FB2413  ELLP ORDER  -  FOURTH    CLASS II
 FB2413
 FB2413.The horizontal coordinates were established by GPS observations
 FB2413.and adjusted by the National Geodetic Survey in March 2003..
 FB2413
 FB2413.The orthometric height was determined by differential leveling
 FB2413.and adjusted by the National Geodetic Survey in June 1991..
 FB2413
 FB2413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2413
 FB2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2413
 FB2413.The ellipsoidal height was determined by GPS observations
 FB2413.and is referenced to NAD 83.
 FB2413
 FB2413.The geoid height was determined by GEOID03.
 FB2413
 FB2413.The dynamic height is computed by dividing the NAVD 88
 FB2413.geopotential number by the normal gravity value computed on the
 FB2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2413.degrees latitude (g = 980.6199 gals.).
 FB2413
 FB2413.The modeled gravity was interpolated from observed gravity values.
 FB2413
 FB2413;                    North         East     Units Scale Factor Converg.
 FB2413;SPC SC       -   365,250.556   516,340.724   MT  1.00011567   -0 34 01.8
 FB2413;SPC SC       - 1,198,328.60  1,694,031.25   iFT  1.00011567   -0 34 01.8
 FB2413;SPC NC       -   156,446.893   334,124.391   MT  0.99987512   -1 44 41.3
 FB2413;SPC NC       -   513,276.18  1,096,206.44   sFT  0.99987512   -1 44 41.3
 FB2413;UTM  17      - 3,887,107.546   406,785.598   MT  0.99970708   -0 35 19.0
 FB2413
 FB2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2413!SPC SC       -   0.99996147  x   1.00011567  =   1.00007713
 FB2413!SPC NC       -   0.99996147  x   0.99987512  =   0.99983659
 FB2413!UTM  17      -   0.99996147  x   0.99970708  =   0.99966856
 FB2413
 FB2413                          SUPERSEDED SURVEY CONTROL
 FB2413
 FB2413  NAD 83(1995)-  35 07 21.02322(N)    082 01 22.86388(W) AD(       ) 1
 FB2413  ELLIP H (12/20/99)  245.60   (m)                       GP(       ) 4 1
 FB2413  NAD 83(1986)-  35 07 21.03524(N)    082 01 22.86981(W) AD(       ) 1
 FB2413  NAVD 88 (03/10/92)  277.34   (m)          909.9    (f) LEVELING    3  
 FB2413  NGVD 29 (09/16/91)  277.431  (m)          910.20   (f) ADJUSTED    1 2
 FB2413
 FB2413.Superseded values are not recommended for survey control.
 FB2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2413.See file dsdata.txt to determine how the superseded data were derived.
 FB2413
 FB2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0678687108(NAD 83)
 FB2413_MARKER: DD = SURVEY DISK
 FB2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2413_SP_SET: CONCRETE POST
 FB2413_STAMPING: 42 348 1988
 FB2413_MARK LOGO: SCGS  
 FB2413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2413+STABILITY: SURFACE MOTION
 FB2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2413+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1990
 FB2413
 FB2413  HISTORY     - Date     Condition        Report By
 FB2413  HISTORY     - 1988     MONUMENTED       SCGS
 FB2413  HISTORY     - 19891215 GOOD             SCGS
 FB2413  HISTORY     - 19900503 GOOD
 FB2413
 FB2413                          STATION DESCRIPTION
 FB2413
 FB2413'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2413'STATION IS LOCATED 1.4 MI EAST SOUTHEAST OF NEW PROSPECT, 6.4 MI
 FB2413'EAST NORTHEAST OF INMAN. OWNERSHIP--H.B. SWOFFORD VOCATIONAL CENTER,
 FB2413'INMAN, SC  29349.
 FB2413'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FB2413'NEW PROSPECT, GO EAST NORTHEASTERLY ON HIGHWAY 11 FOR 1.35 MI TO THE
 FB2413'MARK ON THE LEFT, NEAR A POWER POLE IN FRONT OF H.B. SWOFFORD
 FB2413'VOCATIONAL CENTER.
 FB2413'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2413'HIGHWAY, 159.0 FT EAST SOUTHEAST OF THE CENTER OF THE ENTRANCE DRIVE
 FB2413'TO THE SCHOOL, 146.0 FT SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL,
 FB2413'68.4 FT NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 31.2 FT EAST
 FB2413'NORTHEAST OF A POWER POLE 20K/109616/051335, 38.7 FT SOUTH
 FB2413'SOUTHWEST OF THE CONCRETE CURB.
 FB2413
 FB2413                          STATION RECOVERY (1989)
 FB2413
 FB2413'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2413'RECOVERED IN GOOD CONDITION.
 FB2413
 FB2413                          STATION RECOVERY (1990)
 FB2413
 FB2413'RECOVERED 1990
 FB2413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2416 ***********************************************************************
 FB2416  DESIGNATION -  42 349
 FB2416  PID         -  FB2416
 FB2416  STATE/COUNTY-  SC/SPARTANBURG
 FB2416  USGS QUAD   -  INMAN (1983)
 FB2416
 FB2416                         *CURRENT SURVEY CONTROL
 FB2416  ___________________________________________________________________
 FB2416* NAD 83(1986)-  35 07 03.     (N)    082 02 28.     (W)     SCALED    
 FB2416* NAVD 88     -       264.647  (meters)     868.26   (feet)  ADJUSTED  
 FB2416  ___________________________________________________________________
 FB2416  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 FB2416  DYNAMIC HT  -         264.381 (meters)     867.39  (feet)  COMP
 FB2416  MODELED GRAV-     979,624.2   (mgal)                       NAVD 88
 FB2416
 FB2416  VERT ORDER  -  FIRST     CLASS II
 FB2416
 FB2416.The horizontal coordinates were scaled from a topographic map and have
 FB2416.an estimated accuracy of +/- 6 seconds.
 FB2416
 FB2416.The orthometric height was determined by differential leveling
 FB2416.and adjusted by the National Geodetic Survey in June 1991..
 FB2416
 FB2416.The geoid height was determined by GEOID03.
 FB2416
 FB2416.The dynamic height is computed by dividing the NAVD 88
 FB2416.geopotential number by the normal gravity value computed on the
 FB2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2416.degrees latitude (g = 980.6199 gals.).
 FB2416
 FB2416.The modeled gravity was interpolated from observed gravity values.
 FB2416
 FB2416;                    North         East    Units  Estimated Accuracy
 FB2416;SPC SC       -   364,710.      514,690.      MT  (+/- 180 meters Scaled)
 FB2416
 FB2416                          SUPERSEDED SURVEY CONTROL
 FB2416
 FB2416  NGVD 29 (09/16/91)  264.737  (m)          868.56   (f) ADJUSTED    1 2
 FB2416
 FB2416.Superseded values are not recommended for survey control.
 FB2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2416.See file dsdata.txt to determine how the superseded data were derived.
 FB2416
 FB2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU051865(NAD 83)
 FB2416_MARKER: DD = SURVEY DISK
 FB2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2416_SP_SET: CONCRETE POST
 FB2416_STAMPING: 42 349 1988
 FB2416_MARK LOGO: SCGS  
 FB2416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2416+STABILITY: SURFACE MOTION
 FB2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2416+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB2416
 FB2416  HISTORY     - Date     Condition        Report By
 FB2416  HISTORY     - 1988     MONUMENTED       SCGS
 FB2416
 FB2416                          STATION DESCRIPTION
 FB2416
 FB2416'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2416'STATION IS LOCATED 1.0 MI SOUTH OF NEW PROSPECT, 5.9 MI NORTH
 FB2416'NORTHEAST OF INMAN.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FB2416'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 FB2416'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FB2416'NEW PROSPECT, GO SOUTH ON HIGHWAY 9 FOR 1.05 MI TO THE MARK ON THE
 FB2416'LEFT, IN THE NORTHEAST ANGLE OF LAKEWOOD STREET 1-3041, 0.3 MI NORTH
 FB2416'OF THE BRIDGE OVER LAKE WILLIAM C. BOWEN.
 FB2416'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2416'HIGHWAY, 151.0 FT SOUTH SOUTHEAST OF THE EXTENDED CENTER OF A PAVED
 FB2416'DRIVEWAY LEADING TO A BRICK HOUSE (8791 STRAWBERRY HILL), 119.0 FT
 FB2416'NORTH NORTHWEST OF THE CENTER OF THE STREET, 24.0 FT EAST NORTHEAST
 FB2416'OF THE CENTER OF THE HIGHWAY, 3.9 FT WEST SOUTHWEST OF A WITNESS
 FB2416'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2417 ***********************************************************************
 FB2417  DESIGNATION -  42 350
 FB2417  PID         -  FB2417
 FB2417  STATE/COUNTY-  SC/SPARTANBURG
 FB2417  USGS QUAD   -  INMAN (1983)
 FB2417
 FB2417                         *CURRENT SURVEY CONTROL
 FB2417  ___________________________________________________________________
 FB2417* NAD 83(2001)-  35 06 04.93923(N)    082 02 21.96151(W)     ADJUSTED  
 FB2417* NAVD 88     -       263.257  (meters)     863.70   (feet)  ADJUSTED  
 FB2417  ___________________________________________________________________
 FB2417  X           -     723,501.487 (meters)                     COMP
 FB2417  Y           -  -5,173,815.453 (meters)                     COMP
 FB2417  Z           -   3,647,206.780 (meters)                     COMP
 FB2417  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FB2417  ELLIP HEIGHT-         231.47  (meters)          (03/27/03) GPS OBS
 FB2417  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FB2417  DYNAMIC HT  -         262.992 (meters)     862.83  (feet)  COMP
 FB2417  MODELED GRAV-     979,624.8   (mgal)                       NAVD 88
 FB2417
 FB2417  HORZ ORDER  -  FIRST
 FB2417  VERT ORDER  -  FIRST     CLASS II
 FB2417  ELLP ORDER  -  FOURTH    CLASS II
 FB2417
 FB2417.The horizontal coordinates were established by GPS observations
 FB2417.and adjusted by the National Geodetic Survey in March 2003..
 FB2417
 FB2417.The orthometric height was determined by differential leveling
 FB2417.and adjusted by the National Geodetic Survey in June 1991..
 FB2417
 FB2417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2417
 FB2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2417
 FB2417.The ellipsoidal height was determined by GPS observations
 FB2417.and is referenced to NAD 83.
 FB2417
 FB2417.The geoid height was determined by GEOID03.
 FB2417
 FB2417.The dynamic height is computed by dividing the NAVD 88
 FB2417.geopotential number by the normal gravity value computed on the
 FB2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2417.degrees latitude (g = 980.6199 gals.).
 FB2417
 FB2417.The modeled gravity was interpolated from observed gravity values.
 FB2417
 FB2417;                    North         East     Units Scale Factor Converg.
 FB2417;SPC SC       -   362,920.593   514,820.688   MT  1.00010634   -0 34 34.5
 FB2417;SPC SC       - 1,190,684.36  1,689,044.25   iFT  1.00010634   -0 34 34.5
 FB2417;UTM  17      - 3,884,779.089   405,265.301   MT  0.99971060   -0 35 51.9
 FB2417
 FB2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2417!SPC SC       -   0.99996367  x   1.00010634  =   1.00007000
 FB2417!UTM  17      -   0.99996367  x   0.99971060  =   0.99967428
 FB2417
 FB2417                          SUPERSEDED SURVEY CONTROL
 FB2417
 FB2417  NAD 83(1995)-  35 06 04.94019(N)    082 02 21.96034(W) AD(       ) 1
 FB2417  ELLIP H (12/20/99)  231.46   (m)                       GP(       ) 4 1
 FB2417  NAD 83(1986)-  35 06 04.95031(N)    082 02 21.96499(W) AD(       ) 1
 FB2417  NGVD 29 (09/16/91)  263.350  (m)          864.01   (f) ADJUSTED    1 2
 FB2417
 FB2417.Superseded values are not recommended for survey control.
 FB2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2417.See file dsdata.txt to determine how the superseded data were derived.
 FB2417
 FB2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0526584779(NAD 83)
 FB2417_MARKER: DD = SURVEY DISK
 FB2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2417_SP_SET: CONCRETE POST
 FB2417_STAMPING: 42 350 1988
 FB2417_MARK LOGO: SCGS  
 FB2417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2417+STABILITY: SURFACE MOTION
 FB2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2417+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1990
 FB2417
 FB2417  HISTORY     - Date     Condition        Report By
 FB2417  HISTORY     - 1988     MONUMENTED       SCGS
 FB2417  HISTORY     - 19900503 GOOD             SCGS
 FB2417
 FB2417                          STATION DESCRIPTION
 FB2417
 FB2417'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2417'STATION IS LOCATED 2.1 MI SOUTH OF NEW PROSPECT, 4.7 MI NORTH
 FB2417'NORTHEAST OF INMAN.  OWNERSHIP--TOM HARNEY, 7940 HWY 9, INMAN, SC
 FB2417'29349.
 FB2417'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 292
 FB2417'(2.8 MI SOUTH OF NEW PROSPECT), GO NORTH ON HIGHWAY 9 FOR 0.65 MI
 FB2417'TO THE MARK ON THE RIGHT, ON THE SOUTH SIDE OF A LARGE BUILDING (LAKE
 FB2417'BOWEN SUPPLY), JUST BEFORE A MAJOR POWER LINE CROSSING.
 FB2417'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE ROAD,
 FB2417'197.0 FT EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 230.0 FT
 FB2417'SOUTH SOUTHEAST OF THE SOUTHEAST LEG OF A HIGH TENSION POWER LINE
 FB2417'TOWER, 66.8 FT SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FB2417'BUILDING, 23.7 FT NORTH NORTHWEST OF THE CENTER OF THE ROAD,
 FB2417'108.0 FT WEST SOUTHWEST OF A POWER POLE NUMBER 51.
 FB2417
 FB2417                          STATION RECOVERY (1990)
 FB2417
 FB2417'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB2417'STATION IS LOCATED 2.1 MILES SOUTH OF NEW PROSPECT AND
 FB2417'4.7 MILES NORTH NORTHEAST OF INMAN.  OWNERSHIP--TOM HARNEY, 7940
 FB2417'HIGHWAY 9, INMAN, SC 29349.
 FB2417'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 292
 FB2417'(2.8 MILES SOUTH OF NEW PROSPECT), GO NORTH ON HIGHWAY 9 FOR 0.95
 FB2417'MILE TO A ROAD RIGHT (FAGAN DRIVE), TURN RIGHT ON FAGAN DRIVE FOR
 FB2417'0.05 MILE TO THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF A
 FB2417'GRAVEL DRIVEWAY LEADING TO A SMALL SHOPPING PLAZA.
 FB2417'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE ROAD,
 FB2417'197.0 FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 230.0 FEET
 FB2417'SOUTH SOUTHEAST OF OF THE SOUTHEAST LEG OF A HIGH TENSION LINE TOWER,
 FB2417'66.8 FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE PLAZA
 FB2417'BUILDING, 23.7 FEET NORTH OF THE CENTER OF THE DRIVE, 108.0 FEET WEST
 FB2417'OF A POWER POLE NUMBER 51 WITH TRANSFORMER, 18.0 FEET EAST OF THE
 FB2417'CENTER OF THE GRAVEL DRIVE, 58.6 FEET SOUTHWEST OF THE SOUTHEAST
 FB2417'CORNER OF A LARGE CONCRETE BLOCK PUMP SHED.
 FB2417'RECOVERED BY D.L. FERGUSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1330 ***********************************************************************
 ED1330  DESIGNATION -  42 351
 ED1330  PID         -  ED1330
 ED1330  STATE/COUNTY-  SC/SPARTANBURG
 ED1330  USGS QUAD   -  PELHAM (1983)
 ED1330
 ED1330                         *CURRENT SURVEY CONTROL
 ED1330  ___________________________________________________________________
 ED1330* NAD 83(2001)-  34 48 37.81674(N)    082 07 56.73800(W)     ADJUSTED  
 ED1330* NAVD 88     -       257.973  (meters)     846.37   (feet)  ADJUSTED  
 ED1330  ___________________________________________________________________
 ED1330  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 ED1330  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED1330  DYNAMIC HT  -         257.715 (meters)     845.52  (feet)  COMP
 ED1330  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 ED1330
 ED1330  HORZ ORDER  -  SECOND
 ED1330  VERT ORDER  -  FIRST     CLASS II
 ED1330
 ED1330.The horizontal coordinates were established by classical geodetic methods
 ED1330.and adjusted by the National Geodetic Survey in March 2004..
 ED1330
 ED1330.The orthometric height was determined by differential leveling
 ED1330.and adjusted by the National Geodetic Survey in June 1991..
 ED1330
 ED1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1330
 ED1330.The geoid height was determined by GEOID03.
 ED1330
 ED1330.The dynamic height is computed by dividing the NAVD 88
 ED1330.geopotential number by the normal gravity value computed on the
 ED1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1330.degrees latitude (g = 980.6199 gals.).
 ED1330
 ED1330.The modeled gravity was interpolated from observed gravity values.
 ED1330
 ED1330;                    North         East     Units Scale Factor Converg.
 ED1330;SPC SC       -   330,741.356   505,987.940   MT  0.99999197   -0 37 40.1
 ED1330;SPC SC       - 1,085,109.44  1,660,065.42   iFT  0.99999197   -0 37 40.1
 ED1330;UTM  17      - 3,852,613.442   396,424.112   MT  0.99973222   -0 38 47.5
 ED1330
 ED1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1330!SPC SC       -   0.99996440  x   0.99999197  =   0.99995637
 ED1330!UTM  17      -   0.99996440  x   0.99973222  =   0.99969663
 ED1330
 ED1330                          SUPERSEDED SURVEY CONTROL
 ED1330
 ED1330  NAD 83(1986)-  34 48 37.82705(N)    082 07 56.73934(W) AD(       ) 2
 ED1330  NAVD 88 (10/01/92)  257.97   (m)          846.4    (f) LEVELING    3  
 ED1330  NAVD 88 (09/17/91)  258.41   (m)          847.8    (f) LEVELING    3  
 ED1330  NGVD 29 (09/16/91)  258.072  (m)          846.69   (f) ADJUSTED    1 2
 ED1330
 ED1330.Superseded values are not recommended for survey control.
 ED1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1330.See file dsdata.txt to determine how the superseded data were derived.
 ED1330
 ED1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9642452613(NAD 83)
 ED1330_MARKER: DD = SURVEY DISK
 ED1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1330_SP_SET: CONCRETE POST
 ED1330_STAMPING: 42 351 1988
 ED1330_MARK LOGO: SCGS  
 ED1330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1330+STABILITY: SURFACE MOTION
 ED1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1330+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ED1330
 ED1330  HISTORY     - Date     Condition        Report By
 ED1330  HISTORY     - 1988     MONUMENTED       SCGS
 ED1330  HISTORY     - 19900306 GOOD             SCGS
 ED1330
 ED1330                          STATION DESCRIPTION
 ED1330
 ED1330'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1330'STATION IS LOCATED 4.9 MI SOUTH SOUTHWEST OF REIDVILLE, 8.2 MI
 ED1330'NORTHWEST OF WOODRUFF.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 ED1330'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 146,
 ED1330'(6.3 MI SOUTH OF REIDVILLE), GO NORTH NORTHWEST ON HIGHWAY 101 FOR
 ED1330'2.6 MI TO THE MARK ON THE LEFT NEAR A LARGE BARN.
 ED1330'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1330'HIGHWAY, 4.8 FT NORTH NORTHEAST OF A POWER POLE WITH A SECURITY
 ED1330'LIGHT AND TRANSFORMER, 43.0 FT WEST SOUTHWEST OF THE CENTER OF THE
 ED1330'HIGHWAY, 61.0 FT NORTH OF THE NORTH CORNER OF THE BARN, 2.0 FT
 ED1330'EAST NORTHEAST OF A WITNESS POST.
 ED1330
 ED1330                          STATION RECOVERY (1990)
 ED1330
 ED1330'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1332 ***********************************************************************
 ED1332  DESIGNATION -  42 352
 ED1332  PID         -  ED1332
 ED1332  STATE/COUNTY-  SC/SPARTANBURG
 ED1332  USGS QUAD   -  PELHAM (1983)
 ED1332
 ED1332                         *CURRENT SURVEY CONTROL
 ED1332  ___________________________________________________________________
 ED1332* NAD 83(2001)-  34 49 34.89284(N)    082 08 32.60094(W)     ADJUSTED  
 ED1332* NAVD 88     -       258.577  (meters)     848.35   (feet)  ADJUSTED  
 ED1332  ___________________________________________________________________
 ED1332  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 ED1332  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 ED1332  DYNAMIC HT  -         258.318 (meters)     847.50  (feet)  COMP
 ED1332  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 ED1332
 ED1332  HORZ ORDER  -  SECOND
 ED1332  VERT ORDER  -  FIRST     CLASS II
 ED1332
 ED1332.The horizontal coordinates were established by classical geodetic methods
 ED1332.and adjusted by the National Geodetic Survey in March 2004..
 ED1332
 ED1332.The orthometric height was determined by differential leveling
 ED1332.and adjusted by the National Geodetic Survey in June 1991..
 ED1332
 ED1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1332
 ED1332.The geoid height was determined by GEOID03.
 ED1332
 ED1332.The dynamic height is computed by dividing the NAVD 88
 ED1332.geopotential number by the normal gravity value computed on the
 ED1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1332.degrees latitude (g = 980.6199 gals.).
 ED1332
 ED1332.The modeled gravity was interpolated from observed gravity values.
 ED1332
 ED1332;                    North         East     Units Scale Factor Converg.
 ED1332;SPC SC       -   332,510.122   505,095.947   MT  0.99999753   -0 38 00.0
 ED1332;SPC SC       - 1,090,912.47  1,657,138.93   iFT  0.99999753   -0 38 00.0
 ED1332;UTM  17      - 3,854,382.040   395,532.935   MT  0.99973451   -0 39 08.9
 ED1332
 ED1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1332!SPC SC       -   0.99996431  x   0.99999753  =   0.99996184
 ED1332!UTM  17      -   0.99996431  x   0.99973451  =   0.99969883
 ED1332
 ED1332                          SUPERSEDED SURVEY CONTROL
 ED1332
 ED1332  NAD 83(1986)-  34 49 34.90312(N)    082 08 32.60250(W) AD(       ) 2
 ED1332  NAVD 88 (10/01/92)  258.58   (m)          848.4    (f) LEVELING    3  
 ED1332  NAVD 88 (09/17/91)  259.01   (m)          849.8    (f) LEVELING    3  
 ED1332  NGVD 29 (09/16/91)  258.674  (m)          848.67   (f) ADJUSTED    1 2
 ED1332
 ED1332.Superseded values are not recommended for survey control.
 ED1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1332.See file dsdata.txt to determine how the superseded data were derived.
 ED1332
 ED1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9553354382(NAD 83)
 ED1332_MARKER: DD = SURVEY DISK
 ED1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1332_SP_SET: CONCRETE POST
 ED1332_STAMPING: 42 352 1988
 ED1332_MARK LOGO: SCGS  
 ED1332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1332+STABILITY: SURFACE MOTION
 ED1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1332+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 ED1332
 ED1332  HISTORY     - Date     Condition        Report By
 ED1332  HISTORY     - 1988     MONUMENTED       SCGS
 ED1332  HISTORY     - 19881101 GOOD             SCGS
 ED1332  HISTORY     - 20000731 MARK NOT FOUND   SCGS
 ED1332
 ED1332                          STATION DESCRIPTION
 ED1332
 ED1332'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1332'STATION IS LOCATED 3.2 MI SOUTHWEST  OF REIDVILLE, 8.4 MI
 ED1332'NORTHWEST OF WOODRUFF.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 ED1332'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1332'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 296,
 ED1332'(2.2 MI WEST SOUTHWEST OF REIDVILLE), GO 1.9 MI SOUTH ON HIGHWAY
 ED1332'101 TO THE MARK ON THE LEFT NEAR THE ACCESS DRIVE OF A CLEARED AREA
 ED1332'FOR FRUIT TREES.
 ED1332'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1332'HIGHWAY, 26.2 FT WEST OF THE CENTER OF THE HIGHWAY, 52.7 FT NORTH
 ED1332'OF A 36-INCH OAK TREE WITH A REFERENCE WASHER ATTACHED, 26.9 FT
 ED1332'SOUTH SOUTHEAST OF A 30-INCH OAK TREE, 1.2 FT EAST OF A WITNESS
 ED1332'POST.
 ED1332
 ED1332                          STATION RECOVERY (1988)
 ED1332
 ED1332'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1332'RECOVERED IN GOOD CONDITION.
 ED1332
 ED1332                          STATION RECOVERY (2000)
 ED1332
 ED1332'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1332'NOT RECOVERED, SHOULDER HAS BEEN GRADED AND POWER POLES APPEAR TO BE
 ED1332'RECENTLY INSTALLED.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1336 ***********************************************************************
 ED1336  DESIGNATION -  42 353
 ED1336  PID         -  ED1336
 ED1336  STATE/COUNTY-  SC/SPARTANBURG
 ED1336  USGS QUAD   -  PELHAM (1983)
 ED1336
 ED1336                         *CURRENT SURVEY CONTROL
 ED1336  ___________________________________________________________________
 ED1336* NAD 83(2001)-  34 50 10.77244(N)    082 08 42.52650(W)     ADJUSTED  
 ED1336* NAVD 88     -       261.290  (meters)     857.25   (feet)  ADJUSTED  
 ED1336  ___________________________________________________________________
 ED1336  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ED1336  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ED1336  DYNAMIC HT  -         261.029 (meters)     856.39  (feet)  COMP
 ED1336  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 ED1336
 ED1336  HORZ ORDER  -  SECOND
 ED1336  VERT ORDER  -  FIRST     CLASS II
 ED1336
 ED1336.The horizontal coordinates were established by classical geodetic methods
 ED1336.and adjusted by the National Geodetic Survey in March 2004..
 ED1336
 ED1336.The orthometric height was determined by differential leveling
 ED1336.and adjusted by the National Geodetic Survey in June 1991..
 ED1336
 ED1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1336
 ED1336.The geoid height was determined by GEOID03.
 ED1336
 ED1336.The dynamic height is computed by dividing the NAVD 88
 ED1336.geopotential number by the normal gravity value computed on the
 ED1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1336.degrees latitude (g = 980.6199 gals.).
 ED1336
 ED1336.The modeled gravity was interpolated from observed gravity values.
 ED1336
 ED1336;                    North         East     Units Scale Factor Converg.
 ED1336;SPC SC       -   333,618.509   504,855.993   MT  1.00000106   -0 38 05.5
 ED1336;SPC SC       - 1,094,548.91  1,656,351.68   iFT  1.00000106   -0 38 05.5
 ED1336;UTM  17      - 3,855,490.215   395,293.417   MT  0.99973512   -0 39 15.1
 ED1336
 ED1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1336!SPC SC       -   0.99996389  x   1.00000106  =   0.99996495
 ED1336!UTM  17      -   0.99996389  x   0.99973512  =   0.99969902
 ED1336
 ED1336                          SUPERSEDED SURVEY CONTROL
 ED1336
 ED1336  NAD 83(1986)-  34 50 10.78273(N)    082 08 42.52810(W) AD(       ) 2
 ED1336  NAVD 88 (10/01/92)  261.29   (m)          857.2    (f) LEVELING    3  
 ED1336  NAVD 88 (09/17/91)  261.72   (m)          858.7    (f) LEVELING    3  
 ED1336  NGVD 29 (09/16/91)  261.387  (m)          857.57   (f) ADJUSTED    1 2
 ED1336
 ED1336.Superseded values are not recommended for survey control.
 ED1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1336.See file dsdata.txt to determine how the superseded data were derived.
 ED1336
 ED1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9529355490(NAD 83)
 ED1336_MARKER: DD = SURVEY DISK
 ED1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1336_SP_SET: CONCRETE POST
 ED1336_STAMPING: 42 353 1988
 ED1336_MARK LOGO: SCGS  
 ED1336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1336+STABILITY: SURFACE MOTION
 ED1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1336+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2000
 ED1336
 ED1336  HISTORY     - Date     Condition        Report By
 ED1336  HISTORY     - 1988     MONUMENTED       SCGS
 ED1336  HISTORY     - 19881101 GOOD             SCGS
 ED1336  HISTORY     - 19951228 GOOD             SCGS
 ED1336  HISTORY     - 20000823 GOOD             SCGS
 ED1336
 ED1336                          STATION DESCRIPTION
 ED1336
 ED1336'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1336'STATION IS LOCATED 2.7 MI SOUTHWEST OF REIDVILLE, 9.0 MI NORTHWEST
 ED1336'OF WOODRUFF.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION
 ED1336'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1336'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 146,
 ED1336'(2.2 MI WEST SOUTHWEST OF REIDVILLE), GO SOUTH ON HIGHWAY 101 FOR
 ED1336'1.2 MI TO THE MARK ON THE RIGHT IN THE WEST SHOULDER OF THE HIGHWAY.
 ED1336'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1336'HIGHWAY, 14.7 FT WEST OF THE CENTER OF THE HIGHWAY, 88.3 FT SOUTH
 ED1336'SOUTHEAST OF A POWER POLE, 3.5 FT EAST OF A WITNESS POST.
 ED1336
 ED1336                          STATION RECOVERY (1988)
 ED1336
 ED1336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1336'RECOVERED IN GOOD CONDITION.
 ED1336
 ED1336                          STATION RECOVERY (1995)
 ED1336
 ED1336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED1336'STATION IS LOCATED 2.7 MILES (4.3 KM) SOUTHWEST OF REIDVILLE, 9.0
 ED1336'MILES (14.5 KM) NORTHWEST OF WOODRUFF.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1336'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1336'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 ED1336'HIGHWAYS 101 AND 296, 2.2 MILES (3.5 KM) WEST SOUTHWEST OF REIDVILLE,
 ED1336'GO SOUTH ON HIGHWAY 101 FOR 1.2 MILES (1.9 KM) TO THE STATION ON THE
 ED1336'RIGHT IN THE SHOULDER OF THE HIGHWAY.  STATION IS A CONCRETE POST
 ED1336'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 14.7 FEET (4.5 M)
 ED1336'WEST OF THE CENTER OF THE HIGHWAY, 88.3 FEET (26.9 M) SOUTH SOUTHEAST
 ED1336'OF A POWER POLE, 3.5 FEET (1.1 M) EAST OF A WITNESS POST.
 ED1336
 ED1336                          STATION RECOVERY (2000)
 ED1336
 ED1336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1336'STATION IS LOCATED 4.6 MILES (7.4 KM) SOUTHWEST OF PELHAM, 14.3 MILES
 ED1336'(23.0 KM) WEST SOUTHWEST OF SPARTANBURG.  OWNERSHIP--SCDOT, DIRECTOR
 ED1336'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1336'803-737-1350.  TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF
 ED1336'STATE HIGHWAYS 101 AND 296, 2.2 MILES (3.5 KM) SOUTHWEST OF REIDVILLE,
 ED1336'GO SOUTH ON HIGHWAY 101 FOR 1.1 MILES (1.8 KM) TO THE STATION ON THE
 ED1336'RIGHT NEAR A TELEPHONE JUNCTION BOX.  STATION IS CONCRETE POST
 ED1336'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 15.0 FEET (4.6
 ED1336'M) WEST OF THE CENTER OF THE HIGHWAY, 7.6 FEET (2.3 M) EAST NORTHEAST
 ED1336'OF TELEPHONE JUNCTION BOX 3111, 136.7 FEET (41.7 M) NORTH OF A POWER
 ED1336'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 90.6 FEET (27.6 M) SOUTH
 ED1336'SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED.
 ED1336'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1337 ***********************************************************************
 ED1337  DESIGNATION -  42 354
 ED1337  PID         -  ED1337
 ED1337  STATE/COUNTY-  SC/SPARTANBURG
 ED1337  USGS QUAD   -  PELHAM (1983)
 ED1337
 ED1337                         *CURRENT SURVEY CONTROL
 ED1337  ___________________________________________________________________
 ED1337* NAD 83(2001)-  34 50 43.72992(N)    082 08 51.47358(W)     ADJUSTED  
 ED1337* NAVD 88     -       260.099  (meters)     853.34   (feet)  ADJUSTED  
 ED1337  ___________________________________________________________________
 ED1337  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 ED1337  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 ED1337  DYNAMIC HT  -         259.838 (meters)     852.49  (feet)  COMP
 ED1337  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 ED1337
 ED1337  HORZ ORDER  -  SECOND
 ED1337  VERT ORDER  -  FIRST     CLASS II
 ED1337
 ED1337.The horizontal coordinates were established by classical geodetic methods
 ED1337.and adjusted by the National Geodetic Survey in March 2004..
 ED1337
 ED1337.The orthometric height was determined by differential leveling
 ED1337.and adjusted by the National Geodetic Survey in June 1991..
 ED1337
 ED1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1337
 ED1337.The geoid height was determined by GEOID03.
 ED1337
 ED1337.The dynamic height is computed by dividing the NAVD 88
 ED1337.geopotential number by the normal gravity value computed on the
 ED1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1337.degrees latitude (g = 980.6199 gals.).
 ED1337
 ED1337.The modeled gravity was interpolated from observed gravity values.
 ED1337
 ED1337;                    North         East     Units Scale Factor Converg.
 ED1337;SPC SC       -   334,636.589   504,639.955   MT  1.00000434   -0 38 10.5
 ED1337;SPC SC       - 1,097,889.07  1,655,642.90   iFT  1.00000434   -0 38 10.5
 ED1337;UTM  17      - 3,856,508.096   395,077.782   MT  0.99973568   -0 39 20.8
 ED1337
 ED1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1337!SPC SC       -   0.99996408  x   1.00000434  =   0.99996842
 ED1337!UTM  17      -   0.99996408  x   0.99973568  =   0.99969977
 ED1337
 ED1337                          SUPERSEDED SURVEY CONTROL
 ED1337
 ED1337  NAD 83(1986)-  34 50 43.74034(N)    082 08 51.47517(W) AD(       ) 2
 ED1337  NAVD 88 (10/01/92)  260.10   (m)          853.3    (f) LEVELING    3  
 ED1337  NAVD 88 (09/17/91)  260.53   (m)          854.8    (f) LEVELING    3  
 ED1337  NGVD 29 (09/16/91)  260.194  (m)          853.65   (f) ADJUSTED    1 2
 ED1337
 ED1337.Superseded values are not recommended for survey control.
 ED1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1337.See file dsdata.txt to determine how the superseded data were derived.
 ED1337
 ED1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9507856508(NAD 83)
 ED1337_MARKER: DD = SURVEY DISK
 ED1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1337_SP_SET: CONCRETE POST
 ED1337_STAMPING: 42 354 1988
 ED1337_MARK LOGO: SCGS  
 ED1337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1337+STABILITY: SURFACE MOTION
 ED1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1337+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1995
 ED1337
 ED1337  HISTORY     - Date     Condition        Report By
 ED1337  HISTORY     - 1988     MONUMENTED       SCGS
 ED1337  HISTORY     - 19881101 GOOD             SCGS
 ED1337  HISTORY     - 19951228 GOOD             SCGS
 ED1337
 ED1337                          STATION DESCRIPTION
 ED1337
 ED1337'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1337'STATION IS LOCATED 2.5 MI SOUTHWEST OF REIDVILLE, 9.6 MI NORTHWEST
 ED1337'OF WOODRUFF.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION
 ED1337'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202.
 ED1337'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 146,
 ED1337'(2.2 MI WEST SOUTHWEST OF REIDVILLE), GO SOUTH ON HIGHWAY 101 FOR
 ED1337'0.5 MI TO THE MARK ON THE LEFT, IN THE WEST SHOULDER OF THE HIGHWAY.
 ED1337'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1337'HIGHWAY, 17.0 FT WEST OF THE CENTER OF THE HIGHWAY, 22.0 FT NORTH
 ED1337'NORTHEAST OF A POWER POLE WITH ONE GUY WIRE, 77.9 FT SOUTH OF THE
 ED1337'CENTER OF A GRAVEL DRIVEWAY LEADING TO A TWO STORY HOUSE, 10.1 FT
 ED1337'NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 104, 1.5 FT EAST OF A
 ED1337'WITNESS POST.
 ED1337
 ED1337                          STATION RECOVERY (1988)
 ED1337
 ED1337'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1337'RECOVERED IN GOOD CONDITION.
 ED1337
 ED1337                          STATION RECOVERY (1995)
 ED1337
 ED1337'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 ED1337'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTHWEST OF REIDVILLE, 9.6
 ED1337'MILES (15.4 KM) NORTHWEST OF WOODRUFF.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1337'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1337'803-737-1350.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 ED1337'HIGHWAYS 101 AND 296, 2.2 MI (3.5 KM) WEST SOUTHWEST OF REIDVILLE, GO
 ED1337'SOUTH ON HIGHWAY 101 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT
 ED1337'IN THE SHOULDER OF THE HIGHWAY.  STATION IS A CONCRETE POST FLUSH WITH
 ED1337'THE GROUND AND LEVEL WITH THE HIGHWAY, 17.0 FEET (5.2 M) WEST OF THE
 ED1337'CENTER OF THE HIGHWAY, 22.0 FEET (6.7 M) NORTH NORTHEAST OF A POWER
 ED1337'POLE WITH ONE GUY WIRE, 77.9 FEET (23.7 M) SOUTH OF THE CENTER OF A
 ED1337'GRAVEL DRIVEWAY LEADING TO A TWO STORY HOUSE, 10.1 FEET (3.1 M)
 ED1337'NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 104, 1.5 FEET (0.5 M)
 ED1337'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1338 ***********************************************************************
 ED1338  DESIGNATION -  42 355
 ED1338  PID         -  ED1338
 ED1338  STATE/COUNTY-  SC/SPARTANBURG
 ED1338  USGS QUAD   -  PELHAM (1983)
 ED1338
 ED1338                         *CURRENT SURVEY CONTROL
 ED1338  ___________________________________________________________________
 ED1338* NAD 83(2001)-  34 50 57.47680(N)    082 09 12.49601(W)     ADJUSTED  
 ED1338* NAVD 88     -       265.581  (meters)     871.33   (feet)  ADJUSTED  
 ED1338  ___________________________________________________________________
 ED1338  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 ED1338  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 ED1338  DYNAMIC HT  -         265.315 (meters)     870.45  (feet)  COMP
 ED1338  MODELED GRAV-     979,627.3   (mgal)                       NAVD 88
 ED1338
 ED1338  HORZ ORDER  -  SECOND
 ED1338  VERT ORDER  -  FIRST     CLASS II
 ED1338
 ED1338.The horizontal coordinates were established by classical geodetic methods
 ED1338.and adjusted by the National Geodetic Survey in March 2004..
 ED1338
 ED1338.The orthometric height was determined by differential leveling
 ED1338.and adjusted by the National Geodetic Survey in June 1991..
 ED1338
 ED1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1338
 ED1338.The geoid height was determined by GEOID03.
 ED1338
 ED1338.The dynamic height is computed by dividing the NAVD 88
 ED1338.geopotential number by the normal gravity value computed on the
 ED1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1338.degrees latitude (g = 980.6199 gals.).
 ED1338
 ED1338.The modeled gravity was interpolated from observed gravity values.
 ED1338
 ED1338;                    North         East     Units Scale Factor Converg.
 ED1338;SPC SC       -   335,066.135   504,110.631   MT  1.00000571   -0 38 22.1
 ED1338;SPC SC       - 1,099,298.34  1,653,906.27   iFT  1.00000571   -0 38 22.1
 ED1338;UTM  17      - 3,856,937.707   394,548.747   MT  0.99973705   -0 39 33.0
 ED1338
 ED1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1338!SPC SC       -   0.99996322  x   1.00000571  =   0.99996893
 ED1338!UTM  17      -   0.99996322  x   0.99973705  =   0.99970028
 ED1338
 ED1338                          SUPERSEDED SURVEY CONTROL
 ED1338
 ED1338  NAD 83(1986)-  34 50 57.48734(N)    082 09 12.49770(W) AD(       ) 2
 ED1338  NAVD 88 (10/01/92)  265.58   (m)          871.3    (f) LEVELING    3  
 ED1338  NAVD 88 (09/17/91)  266.01   (m)          872.7    (f) LEVELING    3  
 ED1338  NGVD 29 (09/16/91)  265.676  (m)          871.64   (f) ADJUSTED    1 2
 ED1338
 ED1338.Superseded values are not recommended for survey control.
 ED1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1338.See file dsdata.txt to determine how the superseded data were derived.
 ED1338
 ED1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9454956938(NAD 83)
 ED1338_MARKER: DD = SURVEY DISK
 ED1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1338_SP_SET: CONCRETE POST
 ED1338_STAMPING: 42 355 1988
 ED1338_MARK LOGO: SCGS  
 ED1338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1338+STABILITY: SURFACE MOTION
 ED1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1338+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 ED1338
 ED1338  HISTORY     - Date     Condition        Report By
 ED1338  HISTORY     - 1988     MONUMENTED       SCGS
 ED1338  HISTORY     - 19881101 GOOD             SCGS
 ED1338  HISTORY     - 20000801 GOOD             SCGS
 ED1338
 ED1338                          STATION DESCRIPTION
 ED1338
 ED1338'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1338'STATION IS LOCATED 2.7 MI WEST SOUTHWEST OF REIDVILLE, 10.0 MI
 ED1338'NORTHWEST OF WOODRUFF.  OWNERSHIP--DHPT PRECONSTRUCTION ENGINEER, P.O.
 ED1338'BOX 191, COLUMBIA, SC  29202.
 ED1338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 296,
 ED1338'(2.2 MI WEST SOUTHWEST OF REIDVILLE), GO SOUTHWEST ON HIGHWAY 296
 ED1338'FOR 0.4 MI TO THE MARK ON THE RIGHT, IN THE NORTH ANGLE OF THE
 ED1338'EMBANKMENT OF KIST DRIVE.
 ED1338'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FT ABOVE
 ED1338'THE HIGHWAY, 27.8 FT SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 ED1338'52.8 FT NORTHEAST OF THE CENTER OF KIST ROAD, 7.0 FT WEST
 ED1338'NORTHWEST OF A FIRE HYDRANT, 27.6 FT EAST OF A POWER POLE WITH A GUY
 ED1338'WIRE, 13.4 FT WEST SOUTHWEST OF A FOUR FOOT WOODEN POST WITH A
 ED1338'WARNING SIGN (UNDERGROUND WIRE), 2.0 FT NORTHEAST OF THE WITNESS
 ED1338'POST.
 ED1338
 ED1338                          STATION RECOVERY (1988)
 ED1338
 ED1338'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1338'RECOVERED IN GOOD CONDITION.
 ED1338
 ED1338                          STATION RECOVERY (2000)
 ED1338
 ED1338'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1338'STATION IS LOCATED 2.5 MILES (4.0 KM) WEST SOUTHWEST OF REIDVILLE,
 ED1338'14.0 MILES (22.5 KM) WEST SOUTHWEST OF SPARTANBURG. OWNERSHIP--SCDOT,
 ED1338'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1338'803-737-1350.  TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF
 ED1338'STATE HIGHWAYS 101 AND 296, 2.2 MILES (3.5 KM) SOUTHWEST OF REIDVILLE,
 ED1338'GO SOUTHWEST ON HIGHWAY 296 FOR 0.4 MILE (0.6 KM) TO THE STATION ON
 ED1338'THE RIGHT ON TOP OF A CUT BANK IN THE NORTH ANGLE OF KIST DRIVE.
 ED1338'STATION IS CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 4.5 FEET (1.4
 ED1338'M) ABOVE THE HIGHWAY, 6.5 FEET (2.0 M) WEST NORTHWEST OF A FIRE
 ED1338'HYDRANT, 13.5 FEET (4.1 M) WEST SOUTHWEST OF A WOODEN UNDERGROUND
 ED1338'CABLE MARKER POST, 27.9 FEET (8.5 M) EAST OF A POWER POLE WITH GUY
 ED1338'WIRE AND A SCGS REFERENCE WASHER ATTACHED, 27.5 FEET (8.4 M) NORTHWEST
 ED1338'OF THE CENTER OF HIGHWAY 296, 143.3 FEET (43.7 M) SOUTHWEST OF A POWER
 ED1338'POLE WITH A TRANSFORMER, A GUY WIRE, AND A POWER METER ATTACHED.
 ED1338'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1326 ***********************************************************************
 ED1326  DESIGNATION -  42 356
 ED1326  PID         -  ED1326
 ED1326  STATE/COUNTY-  SC/SPARTANBURG
 ED1326  USGS QUAD   -  REIDVILLE (1983)
 ED1326
 ED1326                         *CURRENT SURVEY CONTROL
 ED1326  ___________________________________________________________________
 ED1326* NAD 83(2001)-  34 47 49.67800(N)    082 07 04.45524(W)     ADJUSTED  
 ED1326* NAVD 88     -       252.916  (meters)     829.78   (feet)  ADJUSTED  
 ED1326  ___________________________________________________________________
 ED1326  X           -     719,065.420 (meters)                     COMP
 ED1326  Y           -  -5,193,946.567 (meters)                     COMP
 ED1326  Z           -   3,619,534.956 (meters)                     COMP
 ED1326  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 ED1326  ELLIP HEIGHT-         221.77  (meters)          (03/13/03) GPS OBS
 ED1326  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 ED1326  DYNAMIC HT  -         252.663 (meters)     828.95  (feet)  COMP
 ED1326  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 ED1326
 ED1326  HORZ ORDER  -  FIRST
 ED1326  VERT ORDER  -  FIRST     CLASS II
 ED1326  ELLP ORDER  -  FOURTH    CLASS II
 ED1326
 ED1326.The horizontal coordinates were established by GPS observations
 ED1326.and adjusted by the National Geodetic Survey in March 2003..
 ED1326
 ED1326.The orthometric height was determined by differential leveling
 ED1326.and adjusted by the National Geodetic Survey in June 1991..
 ED1326
 ED1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1326
 ED1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1326
 ED1326.The ellipsoidal height was determined by GPS observations
 ED1326.and is referenced to NAD 83.
 ED1326
 ED1326.The geoid height was determined by GEOID03.
 ED1326
 ED1326.The dynamic height is computed by dividing the NAVD 88
 ED1326.geopotential number by the normal gravity value computed on the
 ED1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1326.degrees latitude (g = 980.6199 gals.).
 ED1326
 ED1326.The modeled gravity was interpolated from observed gravity values.
 ED1326
 ED1326;                    North         East     Units Scale Factor Converg.
 ED1326;SPC SC       -   329,243.556   507,300.631   MT  0.99998733   -0 37 11.2
 ED1326;SPC SC       - 1,080,195.39  1,664,372.15   iFT  0.99998733   -0 37 11.2
 ED1326;UTM  17      - 3,851,115.607   397,735.980   MT  0.99972889   -0 38 16.8
 ED1326
 ED1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1326!SPC SC       -   0.99996519  x   0.99998733  =   0.99995252
 ED1326!UTM  17      -   0.99996519  x   0.99972889  =   0.99969409
 ED1326
 ED1326                          SUPERSEDED SURVEY CONTROL
 ED1326
 ED1326  NAD 83(1986)-  34 47 49.68856(N)    082 07 04.45574(W) AD(       ) 1
 ED1326  NAD 83(1995)-  34 47 49.67800(N)    082 07 04.45492(W) AD(       ) 1
 ED1326  ELLIP H (04/18/02)  221.78   (m)                       GP(       ) 4 1
 ED1326  NAD 83(1986)-  34 47 49.68856(N)    082 07 04.45574(W) AD(       ) 2
 ED1326  NAVD 88 (10/01/92)  252.92   (m)          829.8    (f) LEVELING    3  
 ED1326  NAVD 88 (09/17/91)  253.35   (m)          831.2    (f) LEVELING    3  
 ED1326  NGVD 29 (09/16/91)  253.016  (m)          830.10   (f) ADJUSTED    1 2
 ED1326
 ED1326.Superseded values are not recommended for survey control.
 ED1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1326.See file dsdata.txt to determine how the superseded data were derived.
 ED1326
 ED1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9773651116(NAD 83)
 ED1326_MARKER: DD = SURVEY DISK
 ED1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1326_SP_SET: CONCRETE POST
 ED1326_STAMPING: 42 356 1988
 ED1326_MARK LOGO: SCGS  
 ED1326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1326+STABILITY: SURFACE MOTION
 ED1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1326+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 ED1326
 ED1326  HISTORY     - Date     Condition        Report By
 ED1326  HISTORY     - 1988     MONUMENTED       SCGS
 ED1326  HISTORY     - 19881101 GOOD             SCGS
 ED1326  HISTORY     - 20001218 GOOD             SCGS
 ED1326
 ED1326                          STATION DESCRIPTION
 ED1326
 ED1326'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1326'STATION IS LOCATED 4.6 MI SOUTH OF REIDVILLE, 6.0 MI NORTHWEST OF
 ED1326'WOODRUFF.  OWNERSHIP--KENNETH OSHELL, 2018 KENNEY AVENUE, ARNOLD,
 ED1326'PENNSYLVANIA 15068.
 ED1326'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 146,
 ED1326'(5.3 MI NORTHWEST OF WOODRUFF), GO NORTH ON HIGHWAY 101 FOR
 ED1326'0.8 MI TO THE MARK ON THE RIGHT NEAR A POWER POLE.
 ED1326'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FT ABOVE
 ED1326'THE HIGHWAY, 24.9 FT NORTHEAST OF THE CENTER OF HIGHWAY 101,
 ED1326'6.3 FT SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 94.3 FT
 ED1326'NORTHEAST OF THE NORTHEAST CORNER OF A TWO-STORY HOUSE ACROSS THE
 ED1326'HIGHWAY, 15.0 FT SOUTHWEST OF A WITNESS POST.
 ED1326
 ED1326                          STATION RECOVERY (1988)
 ED1326
 ED1326'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1326'RECOVERED IN GOOD CONDITION.
 ED1326
 ED1326                          STATION RECOVERY (2000)
 ED1326
 ED1326'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1326'STATION IS LOCATED 6.1 MILES (9.8 KM) NORTHWEST OF WOODRUFF, 14.8
 ED1326'MILES (23.8 KM) SOUTHWEST OF SPARTANBURG.  OWNERSHIP--SCDOT, DIRECTOR
 ED1326'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1326'803-737-1350.  TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF
 ED1326'STATE HIGHWAYS 101 AND 146, 5.4 MILES (8.7 KM) NORTHWEST OF WOODRUFF,
 ED1326'GO NORTH NORTHWEST ON HIGHWAY 101 FOR 0.75 MILE (1.21 KM) TO THE
 ED1326'STATION ON THE RIGHT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 ED1326'RECESSED 0.2 FOOT (6.1 CM) AND 1.5 FEET (0.5 M) ABOVE THE HIGHWAY,
 ED1326'25.2 FEET (7.7 M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 5.1 FEET
 ED1326'(1.6 M) EAST SOUTHEAST OF THE POWER POLE BSM, 8.3 FEET (2.5 M) EAST
 ED1326'SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 129, 60.6 FEET (18.5 M)
 ED1326'NORTHWEST OF THE WEST CORNER OF A METAL WATER METER COVER, 14.5 FEET
 ED1326'(4.4 M) SOUTHWEST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2419 ***********************************************************************
 FB2419  DESIGNATION -  42 362
 FB2419  PID         -  FB2419
 FB2419  STATE/COUNTY-  SC/SPARTANBURG
 FB2419  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB2419
 FB2419                         *CURRENT SURVEY CONTROL
 FB2419  ___________________________________________________________________
 FB2419* NAD 83(1986)-  35 08 19.     (N)    082 04 23.     (W)     SCALED    
 FB2419* NAVD 88     -       302.295  (meters)     991.78   (feet)  ADJUSTED  
 FB2419  ___________________________________________________________________
 FB2419  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 FB2419  DYNAMIC HT  -         301.991 (meters)     990.78  (feet)  COMP
 FB2419  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 FB2419
 FB2419  VERT ORDER  -  FIRST     CLASS II
 FB2419
 FB2419.The horizontal coordinates were scaled from a topographic map and have
 FB2419.an estimated accuracy of +/- 6 seconds.
 FB2419
 FB2419.The orthometric height was determined by differential leveling
 FB2419.and adjusted by the National Geodetic Survey in June 1991..
 FB2419
 FB2419.The geoid height was determined by GEOID03.
 FB2419
 FB2419.The dynamic height is computed by dividing the NAVD 88
 FB2419.geopotential number by the normal gravity value computed on the
 FB2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2419.degrees latitude (g = 980.6199 gals.).
 FB2419
 FB2419.The modeled gravity was interpolated from observed gravity values.
 FB2419
 FB2419;                    North         East    Units  Estimated Accuracy
 FB2419;SPC SC       -   367,080.      511,800.      MT  (+/- 180 meters Scaled)
 FB2419
 FB2419                          SUPERSEDED SURVEY CONTROL
 FB2419
 FB2419  NGVD 29 (09/16/91)  302.378  (m)          992.05   (f) ADJUSTED    1 2
 FB2419
 FB2419.Superseded values are not recommended for survey control.
 FB2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2419.See file dsdata.txt to determine how the superseded data were derived.
 FB2419
 FB2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU022889(NAD 83)
 FB2419_MARKER: DD = SURVEY DISK
 FB2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2419_SP_SET: CONCRETE POST
 FB2419_STAMPING: 42 362 1988
 FB2419_MARK LOGO: SCGS  
 FB2419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2419+STABILITY: SURFACE MOTION
 FB2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2419+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB2419
 FB2419  HISTORY     - Date     Condition        Report By
 FB2419  HISTORY     - 1988     MONUMENTED       SCGS
 FB2419
 FB2419                          STATION DESCRIPTION
 FB2419
 FB2419'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2419'STATION IS LOCATED 1.8 MI WEST NORTHWEST OF NEW PROSPECT, 4.7 MI
 FB2419'NORTHEAST OF CAMPOBELLO.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FB2419'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 FB2419'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FB2419'NEW PROSPECT, GO WEST NORTHWESTERLY ON HIGHWAY 11 FOR 1.7 MI TO THE
 FB2419'MARK ON THE LEFT IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD
 FB2419'943 AND PRISON CAMP ROAD, 2.0 MI WEST OF THE OVERPASS JUNCTION OF
 FB2419'HIGHWAY 11 AND INTERSTATE 26.
 FB2419'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2419'HIGHWAY, 78.0 FT NORTHWEST OF A POWER POLE, 72.5 FT SOUTHWEST OF
 FB2419'THE CENTER OF THE HIGHWAY, 26.5 FT EAST OF THE CENTER OF ROAD 943,
 FB2419'52.7 FT SOUTH OF THE CENTER OF PRISON CAMP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2420 ***********************************************************************
 FB2420  DESIGNATION -  42 363
 FB2420  PID         -  FB2420
 FB2420  STATE/COUNTY-  SC/SPARTANBURG
 FB2420  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB2420
 FB2420                         *CURRENT SURVEY CONTROL
 FB2420  ___________________________________________________________________
 FB2420* NAD 83(1986)-  35 08 25.     (N)    082 05 10.     (W)     SCALED    
 FB2420* NAVD 88     -       326.982  (meters)    1072.77   (feet)  ADJUSTED  
 FB2420  ___________________________________________________________________
 FB2420  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 FB2420  DYNAMIC HT  -         326.653 (meters)    1071.69  (feet)  COMP
 FB2420  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 FB2420
 FB2420  VERT ORDER  -  FIRST     CLASS II
 FB2420
 FB2420.The horizontal coordinates were scaled from a topographic map and have
 FB2420.an estimated accuracy of +/- 6 seconds.
 FB2420
 FB2420.The orthometric height was determined by differential leveling
 FB2420.and adjusted by the National Geodetic Survey in June 1991..
 FB2420
 FB2420.The geoid height was determined by GEOID03.
 FB2420
 FB2420.The dynamic height is computed by dividing the NAVD 88
 FB2420.geopotential number by the normal gravity value computed on the
 FB2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2420.degrees latitude (g = 980.6199 gals.).
 FB2420
 FB2420.The modeled gravity was interpolated from observed gravity values.
 FB2420
 FB2420;                    North         East    Units  Estimated Accuracy
 FB2420;SPC SC       -   367,280.      510,610.      MT  (+/- 180 meters Scaled)
 FB2420
 FB2420                          SUPERSEDED SURVEY CONTROL
 FB2420
 FB2420  NGVD 29 (09/16/91)  327.060  (m)         1073.03   (f) ADJUSTED    1 2
 FB2420
 FB2420.Superseded values are not recommended for survey control.
 FB2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2420.See file dsdata.txt to determine how the superseded data were derived.
 FB2420
 FB2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU010891(NAD 83)
 FB2420_MARKER: DD = SURVEY DISK
 FB2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2420_SP_SET: CONCRETE POST
 FB2420_STAMPING: 42 363 1988
 FB2420_MARK LOGO: SCGS  
 FB2420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2420+STABILITY: SURFACE MOTION
 FB2420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2420+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB2420
 FB2420  HISTORY     - Date     Condition        Report By
 FB2420  HISTORY     - 1988     MONUMENTED       SCGS
 FB2420
 FB2420                          STATION DESCRIPTION
 FB2420
 FB2420'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2420'STATION IS LOCATED 2.45 MI WEST NORTHWEST OF NEW PROSPECT, 4.O MI
 FB2420'EAST NORTHEAST OF CAMPOBELLO.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FB2420'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 FB2420'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 11
 FB2420'AND INTERSTATE 26 (3.O MI EAST NORTHEAST OF CAMPOBELLO), GO EAST
 FB2420'NORTHEASTERLY ON HIGHWAY 11 FOR 1.1 MI TO THE JUNCTION OF OLD BARN
 FB2420'ROAD 1-3021, TURN RIGHT ON OLD BARN ROAD FOR 0.05 MI TO THE MARK ON
 FB2420'THE LEFT NEAR A FENCE LINE.
 FB2420'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2420'ROAD, 129.6 FT SOUTH OF A 20-INCH PECAN TREE IN THE FENCE LINE,
 FB2420'128.9 FT NORTH NORTHWEST OF A POWER POLE NUMBER 5911, 19.5 FT EAST
 FB2420'NORTHEAST OF THE CENTER OF THE ROAD, 1.8 FT WEST SOUTHWEST OF THE
 FB2420'FENCE LINE, 3.4 FT NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2421 ***********************************************************************
 FB2421  DESIGNATION -  42 364
 FB2421  PID         -  FB2421
 FB2421  STATE/COUNTY-  SC/SPARTANBURG
 FB2421  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB2421
 FB2421                         *CURRENT SURVEY CONTROL
 FB2421  ___________________________________________________________________
 FB2421* NAD 83(2001)-  35 07 55.22340(N)    082 07 04.81667(W)     ADJUSTED  
 FB2421* NAVD 88     -       269.919  (meters)     885.56   (feet)  ADJUSTED  
 FB2421  ___________________________________________________________________
 FB2421  X           -     716,138.486 (meters)                     COMP
 FB2421  Y           -  -5,172,871.494 (meters)                     COMP
 FB2421  Z           -   3,649,990.786 (meters)                     COMP
 FB2421  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FB2421  ELLIP HEIGHT-         238.16  (meters)          (03/27/03) GPS OBS
 FB2421  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FB2421  DYNAMIC HT  -         269.646 (meters)     884.66  (feet)  COMP
 FB2421  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 FB2421
 FB2421  HORZ ORDER  -  FIRST
 FB2421  VERT ORDER  -  FIRST     CLASS II
 FB2421  ELLP ORDER  -  FOURTH    CLASS II
 FB2421
 FB2421.The horizontal coordinates were established by GPS observations
 FB2421.and adjusted by the National Geodetic Survey in March 2003..
 FB2421
 FB2421.The orthometric height was determined by differential leveling
 FB2421.and adjusted by the National Geodetic Survey in June 1991..
 FB2421
 FB2421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2421
 FB2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2421
 FB2421.The ellipsoidal height was determined by GPS observations
 FB2421.and is referenced to NAD 83.
 FB2421
 FB2421.The geoid height was determined by GEOID03.
 FB2421
 FB2421.The dynamic height is computed by dividing the NAVD 88
 FB2421.geopotential number by the normal gravity value computed on the
 FB2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2421.degrees latitude (g = 980.6199 gals.).
 FB2421
 FB2421.The modeled gravity was interpolated from observed gravity values.
 FB2421
 FB2421;                    North         East     Units Scale Factor Converg.
 FB2421;SPC SC       -   366,394.233   507,693.352   MT  1.00011990   -0 37 11.4
 FB2421;SPC SC       - 1,202,080.82  1,665,660.60   iFT  1.00011990   -0 37 11.4
 FB2421;SPC NC       -   157,767.892   325,504.469   MT  0.99987476   -1 47 58.6
 FB2421;SPC NC       -   517,610.16  1,067,925.91   sFT  0.99987476   -1 47 58.6
 FB2421;UTM  17      - 3,888,254.162   398,142.139   MT  0.99972786   -0 38 36.3
 FB2421
 FB2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2421!SPC SC       -   0.99996262  x   1.00011990  =   1.00008251
 FB2421!SPC NC       -   0.99996262  x   0.99987476  =   0.99983738
 FB2421!UTM  17      -   0.99996262  x   0.99972786  =   0.99969049
 FB2421
 FB2421                          SUPERSEDED SURVEY CONTROL
 FB2421
 FB2421  NAD 83(1995)-  35 07 55.22337(N)    082 07 04.81626(W) AD(       ) 1
 FB2421  ELLIP H (12/20/99)  238.20   (m)                       GP(       ) 4 1
 FB2421  NAD 83(1986)-  35 07 55.23455(N)    082 07 04.82242(W) AD(       ) 1
 FB2421  NAVD 88 (03/10/92)  269.92   (m)          885.6    (f) LEVELING    3  
 FB2421  NGVD 29 (09/16/91)  269.988  (m)          885.79   (f) ADJUSTED    1 2
 FB2421
 FB2421.Superseded values are not recommended for survey control.
 FB2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2421.See file dsdata.txt to determine how the superseded data were derived.
 FB2421
 FB2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9814288254(NAD 83)
 FB2421_MARKER: DD = SURVEY DISK
 FB2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2421_SP_SET: CONCRETE POST
 FB2421_STAMPING: 42 364 1988
 FB2421_MARK LOGO: SCGS  
 FB2421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2421+STABILITY: SURFACE MOTION
 FB2421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2421+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1990
 FB2421
 FB2421  HISTORY     - Date     Condition        Report By
 FB2421  HISTORY     - 1988     MONUMENTED       SCGS
 FB2421  HISTORY     - 19891215 GOOD             SCGS
 FB2421  HISTORY     - 19900601 GOOD
 FB2421
 FB2421                          STATION DESCRIPTION
 FB2421
 FB2421'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2421'STATION IS LOCATED 2.2 MI EAST NORTHEAST OF CAMPOBELLO, 4.2 MI
 FB2421'WEST OF NEW PROSPECT.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 FB2421'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 FB2421'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 11
 FB2421'AND INTERSTATE 26 (3.0 MI EAST NORTHEAST OF CAMPOBELLO), GO
 FB2421'SOUTHWEST ON HIGHWAY 11 FOR 0.85 MI TO THE MART ON THE RIGHT NEAR A
 FB2421'POWER POLE AND A TELEPHONE JUNCTION BOX ON TOP OF A 6-FOOT HIGH BANK,
 FB2421'0.2 MI NORTHEAST OF THE JUNCTION OF WALNUT HILL CHURCH ROAD 1-1740.
 FB2421'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FT ABOVE
 FB2421'THE HIGHWAY, 40.0 FT NORTHWEST OF THE CENTER OF THE HIGHWAY,
 FB2421'153.3 FT WEST NORTHWEST OF THE NORTH CORNER OF A BRICT HOUSE ON THE
 FB2421'SOUTHEAST SIDE OF THE HIGHWAY, 3.3 FT NORTH NORTHEAST OF THE
 FB2421'JUNCTION BOX 2301159, 2.6 FT NORTH NORTHEAST OF THE POWER POLE.
 FB2421
 FB2421                          STATION RECOVERY (1989)
 FB2421
 FB2421'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2421'RECOVERED IN GOOD CONDITION.
 FB2421
 FB2421                          STATION RECOVERY (1990)
 FB2421
 FB2421'RECOVERED 1990
 FB2421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2422 ***********************************************************************
 FB2422  DESIGNATION -  42 365
 FB2422  PID         -  FB2422
 FB2422  STATE/COUNTY-  SC/SPARTANBURG
 FB2422  USGS QUAD   -  CAMPOBELLO (1983)
 FB2422
 FB2422                         *CURRENT SURVEY CONTROL
 FB2422  ___________________________________________________________________
 FB2422* NAD 83(2001)-  35 07 23.57948(N)    082 08 17.25827(W)     ADJUSTED  
 FB2422* NAVD 88     -       284.304  (meters)     932.75   (feet)  ADJUSTED  
 FB2422  ___________________________________________________________________
 FB2422  X           -     714,400.065 (meters)                     COMP
 FB2422  Y           -  -5,173,690.248 (meters)                     COMP
 FB2422  Z           -   3,649,201.480 (meters)                     COMP
 FB2422  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 FB2422  ELLIP HEIGHT-         252.59  (meters)          (03/27/03) GPS OBS
 FB2422  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FB2422  DYNAMIC HT  -         284.017 (meters)     931.81  (feet)  COMP
 FB2422  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 FB2422
 FB2422  HORZ ORDER  -  FIRST
 FB2422  VERT ORDER  -  FIRST     CLASS II
 FB2422  ELLP ORDER  -  FOURTH    CLASS II
 FB2422
 FB2422.The horizontal coordinates were established by GPS observations
 FB2422.and adjusted by the National Geodetic Survey in March 2003..
 FB2422
 FB2422.The orthometric height was determined by differential leveling
 FB2422.and adjusted by the National Geodetic Survey in June 1991..
 FB2422
 FB2422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2422
 FB2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2422
 FB2422.The ellipsoidal height was determined by GPS observations
 FB2422.and is referenced to NAD 83.
 FB2422
 FB2422.The geoid height was determined by GEOID03.
 FB2422
 FB2422.The dynamic height is computed by dividing the NAVD 88
 FB2422.geopotential number by the normal gravity value computed on the
 FB2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2422.degrees latitude (g = 980.6199 gals.).
 FB2422
 FB2422.The modeled gravity was interpolated from observed gravity values.
 FB2422
 FB2422;                    North         East     Units Scale Factor Converg.
 FB2422;SPC SC       -   365,439.012   505,848.495   MT  1.00011598   -0 37 51.5
 FB2422;SPC SC       - 1,198,946.89  1,659,607.92   iFT  1.00011598   -0 37 51.5
 FB2422;SPC NC       -   156,851.089   323,640.784   MT  0.99987510   -1 48 40.4
 FB2422;SPC NC       -   514,602.28  1,061,811.47   sFT  0.99987510   -1 48 40.4
 FB2422;UTM  17      - 3,887,300.076   396,297.601   MT  0.99973254   -0 39 17.5
 FB2422
 FB2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2422!SPC SC       -   0.99996035  x   1.00011598  =   1.00007633
 FB2422!SPC NC       -   0.99996035  x   0.99987510  =   0.99983546
 FB2422!UTM  17      -   0.99996035  x   0.99973254  =   0.99969290
 FB2422
 FB2422                          SUPERSEDED SURVEY CONTROL
 FB2422
 FB2422  NAD 83(1995)-  35 07 23.57958(N)    082 08 17.25764(W) AD(       ) 1
 FB2422  ELLIP H (12/20/99)  252.63   (m)                       GP(       ) 4 1
 FB2422  NAD 83(1986)-  35 07 23.59066(N)    082 08 17.26357(W) AD(       ) 1
 FB2422  NAVD 88 (03/10/92)  284.30   (m)          932.7    (f) LEVELING    3  
 FB2422  NGVD 29 (09/16/91)  284.368  (m)          932.96   (f) ADJUSTED    1 2
 FB2422
 FB2422.Superseded values are not recommended for survey control.
 FB2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2422.See file dsdata.txt to determine how the superseded data were derived.
 FB2422
 FB2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9629887300(NAD 83)
 FB2422_MARKER: DD = SURVEY DISK
 FB2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2422_SP_SET: CONCRETE POST
 FB2422_STAMPING: 42 365 1988
 FB2422_MARK LOGO: SCGS  
 FB2422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2422+STABILITY: SURFACE MOTION
 FB2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2422+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1990
 FB2422
 FB2422  HISTORY     - Date     Condition        Report By
 FB2422  HISTORY     - 1988     MONUMENTED       SCGS
 FB2422  HISTORY     - 19891215 GOOD             SCGS
 FB2422  HISTORY     - 19900626 GOOD
 FB2422
 FB2422                          STATION DESCRIPTION
 FB2422
 FB2422'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2422'STATION IS LOCATED 0.9 MI NORTHEAST OF CAMPOBELL, 5.3 MI WEST OF
 FB2422'NEW PROSPECT.  OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION
 FB2422'ENGINEER, P.O. BOX 191, COLUMBIA, SC  29202.
 FB2422'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 11
 FB2422'AND INTERSTATE 26 (3.0 MI EAST NORTHEAST OF CAMPOBELLO), GO
 FB2422'SOUTHWEST ON HIGHWAY 11 FOR 2.25 MI TO THE JUNCTION OF STATE ROAD
 FB2422'181, TURN LEFT ON ROAD 181 FOR 0.1 MI TO THE MART ON THE LEFT IN THE
 FB2422'EAST ANGLE OF A SAND DRIVE LEADING INTO A CEMETERY.
 FB2422'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2422'ROAD, 26.0 FT EAST OF THE CENTER OF THE ROAD, 16.5 FT SOUTH OF THE
 FB2422'CENTER OF THE DRIVE, 17.9 FT NORTH OF THE NORTHWEST CORNER OF THE
 FB2422'HEADSTONE (TINSLEY), 90.5 FT WEST NORTHWEST OF THE NORTHWEST CORNER
 FB2422'OF THE HEADSTONE (PARRIS).
 FB2422
 FB2422                          STATION RECOVERY (1989)
 FB2422
 FB2422'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2422'RECOVERED IN GOOD CONDITION.
 FB2422
 FB2422                          STATION RECOVERY (1990)
 FB2422
 FB2422'RECOVERED 1990
 FB2422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2429 ***********************************************************************
 FB2429  DESIGNATION -  42 366
 FB2429  PID         -  FB2429
 FB2429  STATE/COUNTY-  SC/SPARTANBURG
 FB2429  USGS QUAD   -  CAMPOBELLO (1983)
 FB2429
 FB2429                         *CURRENT SURVEY CONTROL
 FB2429  ___________________________________________________________________
 FB2429* NAD 83(2001)-  35 06 32.48323(N)    082 09 23.64967(W)     ADJUSTED  
 FB2429* NAVD 88     -       279.068  (meters)     915.58   (feet)  ADJUSTED  
 FB2429  ___________________________________________________________________
 FB2429  X           -     712,857.781 (meters)                     COMP
 FB2429  Y           -  -5,174,813.055 (meters)                     COMP
 FB2429  Z           -   3,647,910.379 (meters)                     COMP
 FB2429  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 FB2429  ELLIP HEIGHT-         247.37  (meters)          (03/27/03) GPS OBS
 FB2429  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FB2429  DYNAMIC HT  -         278.786 (meters)     914.65  (feet)  COMP
 FB2429  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 FB2429
 FB2429  HORZ ORDER  -  FIRST
 FB2429  VERT ORDER  -  FIRST     CLASS II
 FB2429  ELLP ORDER  -  FOURTH    CLASS II
 FB2429
 FB2429.The horizontal coordinates were established by GPS observations
 FB2429.and adjusted by the National Geodetic Survey in March 2003..
 FB2429
 FB2429.The orthometric height was determined by differential leveling
 FB2429.and adjusted by the National Geodetic Survey in June 1991..
 FB2429
 FB2429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2429
 FB2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2429
 FB2429.The ellipsoidal height was determined by GPS observations
 FB2429.and is referenced to NAD 83.
 FB2429
 FB2429.The geoid height was determined by GEOID03.
 FB2429
 FB2429.The dynamic height is computed by dividing the NAVD 88
 FB2429.geopotential number by the normal gravity value computed on the
 FB2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2429.degrees latitude (g = 980.6199 gals.).
 FB2429
 FB2429.The modeled gravity was interpolated from observed gravity values.
 FB2429
 FB2429;                    North         East     Units Scale Factor Converg.
 FB2429;SPC SC       -   363,882.942   504,149.766   MT  1.00010970   -0 38 28.3
 FB2429;SPC SC       - 1,193,841.67  1,654,034.67   iFT  1.00010970   -0 38 28.3
 FB2429;UTM  17      - 3,885,745.306   394,598.864   MT  0.99973691   -0 39 54.9
 FB2429
 FB2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2429!SPC SC       -   0.99996117  x   1.00010970  =   1.00007087
 FB2429!UTM  17      -   0.99996117  x   0.99973691  =   0.99969809
 FB2429
 FB2429                          SUPERSEDED SURVEY CONTROL
 FB2429
 FB2429  NAD 83(1995)-  35 06 32.48374(N)    082 09 23.64852(W) AD(       ) 1
 FB2429  ELLIP H (12/20/99)  247.37   (m)                       GP(       ) 4 1
 FB2429  NAD 83(1986)-  35 06 32.49403(N)    082 09 23.65373(W) AD(       ) 1
 FB2429  NAVD 88 (03/10/92)  279.07   (m)          915.6    (f) LEVELING    3  
 FB2429  NGVD 29 (12/12/91)  279.141  (m)          915.82   (f) ADJUSTED    1 2
 FB2429
 FB2429.Superseded values are not recommended for survey control.
 FB2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2429.See file dsdata.txt to determine how the superseded data were derived.
 FB2429
 FB2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9459985745(NAD 83)
 FB2429_MARKER: DD = SURVEY DISK
 FB2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2429_SP_SET: CONCRETE POST
 FB2429_STAMPING: 42 366 1988
 FB2429_MARK LOGO: SCGS  
 FB2429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2429+STABILITY: SURFACE MOTION
 FB2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2429+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1991
 FB2429
 FB2429  HISTORY     - Date     Condition        Report By
 FB2429  HISTORY     - 1988     MONUMENTED       SCGS
 FB2429  HISTORY     - 19891215 GOOD             SCGS
 FB2429  HISTORY     - 19910701 GOOD             SCGS
 FB2429
 FB2429                          STATION DESCRIPTION
 FB2429
 FB2429'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2429'STATION IS LOCATED 0.5 MI SOUTH SOUTHWEST OF CAMPOBELLO, 5.75 MI
 FB2429'NORTH NORTHWEST OF INMAN. OWNERSHIP--MANNING WILLIAMS, BOX 8124,
 FB2429'CAMPOBELLO, SC 29322.
 FB2429'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 357 AND U.S.
 FB2429'HIGHWAY 176 IN CAMPOBELLO, GO SOUTHWEST ON HIGHWAY 357 FOR 0.55 MI
 FB2429'TO THE MART ON THE LEFT NEAR A POWER POLE IN THE BACK YARD OF A WOODEN
 FB2429'HOUSE (A DAIRY FARM), 0.05 MI NORTHEAST OF THE ENTRANCE TO THE MT.
 FB2429'VIEW BAPTIST CHURCH.
 FB2429'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 156.4 FT SOUTHEAST
 FB2429'OF THE CENTER OF THE HIGHWAY, 86.3 FT SOUTH OF THE NORTHWEST CORNER
 FB2429'OF THE HOUSE, 67.4 FT WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 FB2429'BLOCT BUILDING, 15.5 FT SOUTHWEST OF A POWER POLE.
 FB2429
 FB2429                          STATION RECOVERY (1989)
 FB2429
 FB2429'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2429'RECOVERED IN GOOD CONDITION.
 FB2429
 FB2429                          STATION RECOVERY (1991)
 FB2429
 FB2429'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2430 ***********************************************************************
 FB2430  DESIGNATION -  42 367
 FB2430  PID         -  FB2430
 FB2430  STATE/COUNTY-  SC/SPARTANBURG
 FB2430  USGS QUAD   -  CAMPOBELLO (1983)
 FB2430
 FB2430                         *CURRENT SURVEY CONTROL
 FB2430  ___________________________________________________________________
 FB2430* NAD 83(1986)-  35 05 49.     (N)    082 09 54.     (W)     SCALED    
 FB2430* NAVD 88     -       287.194  (meters)     942.24   (feet)  ADJUSTED  
 FB2430  ___________________________________________________________________
 FB2430  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FB2430  DYNAMIC HT  -         286.903 (meters)     941.28  (feet)  COMP
 FB2430  MODELED GRAV-     979,615.8   (mgal)                       NAVD 88
 FB2430
 FB2430  VERT ORDER  -  FIRST     CLASS II
 FB2430
 FB2430.The horizontal coordinates were scaled from a topographic map and have
 FB2430.an estimated accuracy of +/- 6 seconds.
 FB2430
 FB2430.The orthometric height was determined by differential leveling
 FB2430.and adjusted by the National Geodetic Survey in June 1991..
 FB2430
 FB2430.The geoid height was determined by GEOID03.
 FB2430
 FB2430.The dynamic height is computed by dividing the NAVD 88
 FB2430.geopotential number by the normal gravity value computed on the
 FB2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2430.degrees latitude (g = 980.6199 gals.).
 FB2430
 FB2430.The modeled gravity was interpolated from observed gravity values.
 FB2430
 FB2430;                    North         East    Units  Estimated Accuracy
 FB2430;SPC SC       -   362,550.      503,370.      MT  (+/- 180 meters Scaled)
 FB2430
 FB2430                          SUPERSEDED SURVEY CONTROL
 FB2430
 FB2430  NGVD 29 (09/16/91)  287.257  (m)          942.44   (f) ADJUSTED    1 2
 FB2430
 FB2430.Superseded values are not recommended for survey control.
 FB2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2430.See file dsdata.txt to determine how the superseded data were derived.
 FB2430
 FB2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU938844(NAD 83)
 FB2430_MARKER: DD = SURVEY DISK
 FB2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2430_SP_SET: CONCRETE POST
 FB2430_STAMPING: 42 367 1988
 FB2430_MARK LOGO: SCGS  
 FB2430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2430+STABILITY: SURFACE MOTION
 FB2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2430+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB2430
 FB2430  HISTORY     - Date     Condition        Report By
 FB2430  HISTORY     - 1988     MONUMENTED       SCGS
 FB2430
 FB2430                          STATION DESCRIPTION
 FB2430
 FB2430'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2430'STATION IS LOCATED 1.5 MI SOUTH SOUTHWEST OF CAMPOBELLO, 5.5 MI
 FB2430'NORTHWEST OF INMAN.  OWNERSHIP--B.C. KNOTT, 7234 HIGHWAY 357,
 FB2430'CAMPOBELLO, SC 29322.
 FB2430'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 357 AND U.S.
 FB2430'HIGHWAY 176 IN CAMPOBELLO, GO SOUTHWEST ON HIGHWAY 357 FOR 1.55 MI
 FB2430'TO THE MARK ON THE LEFT, IN THE NORTHEAST ANGLE OF A PAVED DRIVE
 FB2430'LEADING TO A DOUBLE-WIDE MOBILE HOME, 0.1 MI NORTHEAST OF THE
 FB2430'JUNCTION OF STATE ROAD 347.
 FB2430'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2430'HIGHWAY, 110.8 FT NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE
 FB2430'HOUSE, 35.5 FT EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 FB2430'19.0 FT NORTH NORTHEAST OF THE CENTER OF THE DRIVE, 6.9 FT SOUTH
 FB2430'SOUTHEAST OF THE SOUTH CEDAR TREE IN A ROW OF TWELVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2433 ***********************************************************************
 FB2433  DESIGNATION -  42 368
 FB2433  PID         -  FB2433
 FB2433  STATE/COUNTY-  SC/SPARTANBURG
 FB2433  USGS QUAD   -  CAMPOBELLO (1983)
 FB2433
 FB2433                         *CURRENT SURVEY CONTROL
 FB2433  ___________________________________________________________________
 FB2433* NAD 83(2001)-  35 03 59.82603(N)    082 10 14.09177(W)     ADJUSTED  
 FB2433* NAVD 88     -       321.609  (meters)    1055.15   (feet)  ADJUSTED  
 FB2433  ___________________________________________________________________
 FB2433  X           -     711,965.410 (meters)                     COMP
 FB2433  Y           -  -5,177,700.941 (meters)                     COMP
 FB2433  Z           -   3,644,085.155 (meters)                     COMP
 FB2433  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 FB2433  ELLIP HEIGHT-         289.96  (meters)          (03/27/03) GPS OBS
 FB2433  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FB2433  DYNAMIC HT  -         321.285 (meters)    1054.08  (feet)  COMP
 FB2433  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 FB2433
 FB2433  HORZ ORDER  -  FIRST
 FB2433  VERT ORDER  -  FIRST     CLASS II
 FB2433  ELLP ORDER  -  FOURTH    CLASS II
 FB2433
 FB2433.The horizontal coordinates were established by GPS observations
 FB2433.and adjusted by the National Geodetic Survey in March 2003..
 FB2433
 FB2433.The orthometric height was determined by differential leveling
 FB2433.and adjusted by the National Geodetic Survey in June 1991..
 FB2433
 FB2433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2433
 FB2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2433
 FB2433.The ellipsoidal height was determined by GPS observations
 FB2433.and is referenced to NAD 83.
 FB2433
 FB2433.The geoid height was determined by GEOID03.
 FB2433
 FB2433.The dynamic height is computed by dividing the NAVD 88
 FB2433.geopotential number by the normal gravity value computed on the
 FB2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2433.degrees latitude (g = 980.6199 gals.).
 FB2433
 FB2433.The modeled gravity was interpolated from observed gravity values.
 FB2433
 FB2433;                    North         East     Units Scale Factor Converg.
 FB2433;SPC SC       -   359,192.676   502,819.013   MT  1.00009130   -0 38 56.3
 FB2433;SPC SC       - 1,178,453.66  1,649,668.68   iFT  1.00009130   -0 38 56.3
 FB2433;UTM  17      - 3,881,057.290   393,266.642   MT  0.99974040   -0 40 21.3
 FB2433
 FB2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2433!SPC SC       -   0.99995449  x   1.00009130  =   1.00004578
 FB2433!UTM  17      -   0.99995449  x   0.99974040  =   0.99969490
 FB2433
 FB2433                          SUPERSEDED SURVEY CONTROL
 FB2433
 FB2433  NAD 83(1995)-  35 03 59.82668(N)    082 10 14.09033(W) AD(       ) 1
 FB2433  ELLIP H (12/20/99)  289.99   (m)                       GP(       ) 4 1
 FB2433  NAD 83(1986)-  35 03 59.83702(N)    082 10 14.09504(W) AD(       ) 1
 FB2433  NAVD 88 (03/10/92)  321.61   (m)         1055.1    (f) LEVELING    3  
 FB2433  NGVD 29 (09/16/91)  321.676  (m)         1055.37   (f) ADJUSTED    1 2
 FB2433
 FB2433.Superseded values are not recommended for survey control.
 FB2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2433.See file dsdata.txt to determine how the superseded data were derived.
 FB2433
 FB2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9326781057(NAD 83)
 FB2433_MARKER: DD = SURVEY DISK
 FB2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2433_SP_SET: CONCRETE POST
 FB2433_STAMPING: 42 368 1988
 FB2433_MARK LOGO: SCGS  
 FB2433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2433+STABILITY: SURFACE MOTION
 FB2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2433+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1990
 FB2433
 FB2433  HISTORY     - Date     Condition        Report By
 FB2433  HISTORY     - 1988     MONUMENTED       SCGS
 FB2433  HISTORY     - 19891215 GOOD             SCGS
 FB2433  HISTORY     - 19900626 GOOD
 FB2433
 FB2433                          STATION DESCRIPTION
 FB2433
 FB2433'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2433'STATION IS LOCATED 3.5 MI SOUTH SOUTHWEST OF CAMPOBELLO, 4.8 MI
 FB2433'WEST NORTHWEST OF INMAN. OWNERSHIP--GAIL GREENS, 610 MT. LABLEBANON
 FB2433'RD, INMAN, SC 29349.
 FB2433'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 357 AND U.S.
 FB2433'HIGHWAY 176 IN CAMPOBELLO, GO SOUTHWEST ON HIGHWAY 357 FOR 3.7 MI TO
 FB2433'THE JUNCTION OF STATE ROAD 52, TURN LEFT ON ROAD 52 FOR 0.15 MI TO
 FB2433'THE JUNCTION OF A PAVED ROAD, TURN LEFT ON THE ROAD FOR 0.15 MI TO
 FB2433'THE MART ON THE RIGHT IN THE BACK YARD OF A BRICK HOUSE IN THE
 FB2433'NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 75.
 FB2433'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FT ABOVE
 FB2433'THE ROAD, 109.0 FT NORTH OF THE NORTH CORNER OF A BRICT HOUSE,
 FB2433'42.5 FT WEST SOUTHWEST OF THE CENTER OF A NARROW PAVED ROAD,
 FB2433'127.8 FT NORTHEAST OF THE NORTH CORNER OF A LARGE WOODEN BARN,
 FB2433'99.8 FT SOUTHEAST OF A 7-INCH OAT TREE.
 FB2433
 FB2433                          STATION RECOVERY (1989)
 FB2433
 FB2433'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2433'RECOVERED IN GOOD CONDITION.
 FB2433
 FB2433                          STATION RECOVERY (1990)
 FB2433
 FB2433'RECOVERED 1990
 FB2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2434 ***********************************************************************
 FB2434  DESIGNATION -  42 369
 FB2434  PID         -  FB2434
 FB2434  STATE/COUNTY-  SC/SPARTANBURG
 FB2434  USGS QUAD   -  CAMPOBELLO (1983)
 FB2434
 FB2434                         *CURRENT SURVEY CONTROL
 FB2434  ___________________________________________________________________
 FB2434* NAD 83(1986)-  35 03 32.     (N)    082 10 50.     (W)     SCALED    
 FB2434* NAVD 88     -       331.891  (meters)    1088.88   (feet)  ADJUSTED  
 FB2434  ___________________________________________________________________
 FB2434  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FB2434  DYNAMIC HT  -         331.556 (meters)    1087.78  (feet)  COMP
 FB2434  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 FB2434
 FB2434  VERT ORDER  -  FIRST     CLASS II
 FB2434
 FB2434.The horizontal coordinates were scaled from a topographic map and have
 FB2434.an estimated accuracy of +/- 6 seconds.
 FB2434
 FB2434.The orthometric height was determined by differential leveling
 FB2434.and adjusted by the National Geodetic Survey in June 1991..
 FB2434
 FB2434.The geoid height was determined by GEOID03.
 FB2434
 FB2434.The dynamic height is computed by dividing the NAVD 88
 FB2434.geopotential number by the normal gravity value computed on the
 FB2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2434.degrees latitude (g = 980.6199 gals.).
 FB2434
 FB2434.The modeled gravity was interpolated from observed gravity values.
 FB2434
 FB2434;                    North         East    Units  Estimated Accuracy
 FB2434;SPC SC       -   358,350.      501,900.      MT  (+/- 180 meters Scaled)
 FB2434
 FB2434                          SUPERSEDED SURVEY CONTROL
 FB2434
 FB2434  NGVD 29 (09/16/91)  331.959  (m)         1089.10   (f) ADJUSTED    1 2
 FB2434
 FB2434.Superseded values are not recommended for survey control.
 FB2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2434.See file dsdata.txt to determine how the superseded data were derived.
 FB2434
 FB2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU923802(NAD 83)
 FB2434_MARKER: DD = SURVEY DISK
 FB2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2434_SP_SET: CONCRETE POST
 FB2434_STAMPING: 42 369 1988
 FB2434_MARK LOGO: SCGS  
 FB2434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2434+STABILITY: SURFACE MOTION
 FB2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2434+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB2434
 FB2434  HISTORY     - Date     Condition        Report By
 FB2434  HISTORY     - 1988     MONUMENTED       SCGS
 FB2434
 FB2434                          STATION DESCRIPTION
 FB2434
 FB2434'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2434'STATION IS LOCATED 4.2 MI SOUTH SOUTHWEST OF CAMPOBELLO, 5.3 MI
 FB2434'WEST OF INMAN.  OWNERSHIP--WILLIE SOUTHERS, HIGHWAY 357, INMAN, SC
 FB2434'29349.
 FB2434'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358
 FB2434'(3.6 MI NORTH NORTHWEST OF DUNCAN), GO NORTHERLY ON HIGHWAY 357 FOR
 FB2434'5.3 MI TO THE JUNCTION OF STATE ROAD 76, TURN LEFT ON ROAD 76 FOR
 FB2434'0.05 MI TO A CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE, TURN LEFT
 FB2434'ON DRIVE FOR 0.05 MI TO AN OLD GAS PUMP AND THE MARK.
 FB2434'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB2434'DRIVEWAY, 19.9 FT WEST OF THE OLD GAS PUMP, 69.0 FT NORTHWEST OF
 FB2434'THE NORTHWEST CORNER OF A WOODEN PORTION OF A WOOD AND BRICK HOME,
 FB2434'2.7 FT EAST OF THE FACE OF A WOODEN RAIL FENCE, 99.0 FT NORTH OF A
 FB2434'12-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2426 ***********************************************************************
 FB2426  DESIGNATION -  42 370
 FB2426  PID         -  FB2426
 FB2426  STATE/COUNTY-  SC/SPARTANBURG
 FB2426  USGS QUAD   -  CAMPOBELLO (1983)
 FB2426
 FB2426                         *CURRENT SURVEY CONTROL
 FB2426  ___________________________________________________________________
 FB2426* NAD 83(2001)-  35 02 42.91932(N)    082 10 54.92750(W)     ADJUSTED  
 FB2426* NAVD 88     -       312.818  (meters)    1026.30   (feet)  ADJUSTED  
 FB2426  ___________________________________________________________________
 FB2426  X           -     711,124.539 (meters)                     COMP
 FB2426  Y           -  -5,179,183.407 (meters)                     COMP
 FB2426  Z           -   3,642,139.951 (meters)                     COMP
 FB2426  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FB2426  ELLIP HEIGHT-         281.22  (meters)          (03/27/03) GPS OBS
 FB2426  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 FB2426  DYNAMIC HT  -         312.502 (meters)    1025.27  (feet)  COMP
 FB2426  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 FB2426
 FB2426  HORZ ORDER  -  FIRST
 FB2426  VERT ORDER  -  FIRST     CLASS II
 FB2426  ELLP ORDER  -  FOURTH    CLASS II
 FB2426
 FB2426.The horizontal coordinates were established by GPS observations
 FB2426.and adjusted by the National Geodetic Survey in March 2003..
 FB2426
 FB2426.The orthometric height was determined by differential leveling
 FB2426.and adjusted by the National Geodetic Survey in June 1991..
 FB2426
 FB2426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2426
 FB2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2426
 FB2426.The ellipsoidal height was determined by GPS observations
 FB2426.and is referenced to NAD 83.
 FB2426
 FB2426.The geoid height was determined by GEOID03.
 FB2426
 FB2426.The dynamic height is computed by dividing the NAVD 88
 FB2426.geopotential number by the normal gravity value computed on the
 FB2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2426.degrees latitude (g = 980.6199 gals.).
 FB2426
 FB2426.The modeled gravity was interpolated from observed gravity values.
 FB2426
 FB2426;                    North         East     Units Scale Factor Converg.
 FB2426;SPC SC       -   356,834.360   501,757.214   MT  1.00008224   -0 39 18.9
 FB2426;SPC SC       - 1,170,716.40  1,646,185.09   iFT  1.00008224   -0 39 18.9
 FB2426;UTM  17      - 3,878,700.224   392,204.240   MT  0.99974321   -0 40 43.5
 FB2426
 FB2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2426!SPC SC       -   0.99995586  x   1.00008224  =   1.00003810
 FB2426!UTM  17      -   0.99995586  x   0.99974321  =   0.99969908
 FB2426
 FB2426:                Primary Azimuth Mark                     Grid Az
 FB2426:SPC SC       -  42 371                                   185 46 09.1
 FB2426:UTM  17      -  42 371                                   185 47 33.7
 FB2426
 FB2426|---------------------------------------------------------------------|
 FB2426| PID    Reference Object                     Distance      Geod. Az  |
 FB2426|                                                           dddmmss.s |
 FB2426| FB2427 42 371                              APPROX. 1.4 KM 1850650.2 |
 FB2426|---------------------------------------------------------------------|
 FB2426
 FB2426                          SUPERSEDED SURVEY CONTROL
 FB2426
 FB2426  NAD 83(1995)-  35 02 42.91990(N)    082 10 54.92597(W) AD(       ) 1
 FB2426  ELLIP H (12/20/99)  281.25   (m)                       GP(       ) 4 1
 FB2426  NAD 83(1986)-  35 02 42.93011(N)    082 10 54.93041(W) AD(       ) 1
 FB2426  NGVD 29 (09/16/91)  312.887  (m)         1026.53   (f) ADJUSTED    1 2
 FB2426
 FB2426.Superseded values are not recommended for survey control.
 FB2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2426.See file dsdata.txt to determine how the superseded data were derived.
 FB2426
 FB2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9220478700(NAD 83)
 FB2426_MARKER: DD = SURVEY DISK
 FB2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2426_SP_SET: CONCRETE POST
 FB2426_STAMPING: 42 370 1988
 FB2426_MARK LOGO: SCGS  
 FB2426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2426+STABILITY: SURFACE MOTION
 FB2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2426+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1990
 FB2426
 FB2426  HISTORY     - Date     Condition        Report By
 FB2426  HISTORY     - 1988     MONUMENTED       SCGS
 FB2426  HISTORY     - 19891215 GOOD             SCGS
 FB2426  HISTORY     - 19900619 GOOD
 FB2426
 FB2426                          STATION DESCRIPTION
 FB2426
 FB2426'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2426'STATION IS LOCATED 5.25 MI WEST OF INMAN, 7.65 MI NORTH OF DUNCAN.
 FB2426'OWNERSHIP--GREG MORTON, 4051 HIGHWAY 357, INMAN, SC 29349.
 FB2426'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358
 FB2426'(3.6 MI NORTH NORTHWEST OF DUNCAN), GO NORTHERLY ON HIGHWAY 357 FOR
 FB2426'4.35 MI TO THE MART ON THE LEFT NEAR A POWER POLE IN FRONT OF TWO
 FB2426'BRICT HOUSES, 0.95 MI SOUTH OF THE JUNCTION OF STATE ROAD 76.
 FB2426'STATION IS A CONCRETE POST FLUSH WITH THE GROUND 0.5 FT BELOW THE
 FB2426'HIGHWAY, 34.2 FT WEST NORTHWEST OF THE CENTER OF HIGHWAY 357,
 FB2426'8.6 FT SOUTH SOUTHWEST OF THE CENTER OF A PAVED DRIVEWAY, 17.0 FT
 FB2426'NORTH OF A POWER POLE NUMBER 124 WITH A TRANSFORMER, 87.7 FT EAST
 FB2426'NORTHEAST OF THE EAST CORNER OF A BRICT HOUSE, 87.1 FT SOUTH
 FB2426'SOUTHEAST OF THE EAST CORNER OF A WOOD AND BRICT HOUSE.
 FB2426
 FB2426                          STATION RECOVERY (1989)
 FB2426
 FB2426'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2426'RECOVERED IN GOOD CONDITION.
 FB2426
 FB2426                          STATION RECOVERY (1990)
 FB2426
 FB2426'RECOVERED 1990
 FB2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2427 ***********************************************************************
 FB2427  DESIGNATION -  42 371
 FB2427  PID         -  FB2427
 FB2427  STATE/COUNTY-  SC/SPARTANBURG
 FB2427  USGS QUAD   -  CAMPOBELLO (1983)
 FB2427
 FB2427                         *CURRENT SURVEY CONTROL
 FB2427  ___________________________________________________________________
 FB2427* NAD 83(2001)-  35 01 57.31386(N)    082 10 59.88949(W)     ADJUSTED  
 FB2427* NAVD 88     -       294.814  (meters)     967.24   (feet)  ADJUSTED  
 FB2427  ___________________________________________________________________
 FB2427  X           -     711,107.689 (meters)                     COMP
 FB2427  Y           -  -5,179,985.349 (meters)                     COMP
 FB2427  Z           -   3,640,978.859 (meters)                     COMP
 FB2427  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FB2427  ELLIP HEIGHT-         263.22  (meters)          (03/27/03) GPS OBS
 FB2427  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FB2427  DYNAMIC HT  -         294.516 (meters)     966.26  (feet)  COMP
 FB2427  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 FB2427
 FB2427  HORZ ORDER  -  FIRST
 FB2427  VERT ORDER  -  FIRST     CLASS II
 FB2427  ELLP ORDER  -  FOURTH    CLASS II
 FB2427
 FB2427.The horizontal coordinates were established by GPS observations
 FB2427.and adjusted by the National Geodetic Survey in March 2003..
 FB2427
 FB2427.The orthometric height was determined by differential leveling
 FB2427.and adjusted by the National Geodetic Survey in June 1991..
 FB2427
 FB2427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2427
 FB2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2427
 FB2427.The ellipsoidal height was determined by GPS observations
 FB2427.and is referenced to NAD 83.
 FB2427
 FB2427.The geoid height was determined by GEOID03.
 FB2427
 FB2427.The dynamic height is computed by dividing the NAVD 88
 FB2427.geopotential number by the normal gravity value computed on the
 FB2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2427.degrees latitude (g = 980.6199 gals.).
 FB2427
 FB2427.The modeled gravity was interpolated from observed gravity values.
 FB2427
 FB2427;                    North         East     Units Scale Factor Converg.
 FB2427;SPC SC       -   355,430.355   501,615.363   MT  1.00007694   -0 39 21.7
 FB2427;SPC SC       - 1,166,110.09  1,645,719.69   iFT  1.00007694   -0 39 21.7
 FB2427;UTM  17      - 3,877,296.749   392,061.864   MT  0.99974359   -0 40 45.6
 FB2427
 FB2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2427!SPC SC       -   0.99995869  x   1.00007694  =   1.00003562
 FB2427!UTM  17      -   0.99995869  x   0.99974359  =   0.99970229
 FB2427
 FB2427:                Primary Azimuth Mark                     Grid Az
 FB2427:SPC SC       -  42 370                                   005 46 09.0
 FB2427:UTM  17      -  42 370                                   005 47 32.9
 FB2427
 FB2427|---------------------------------------------------------------------|
 FB2427| PID    Reference Object                     Distance      Geod. Az  |
 FB2427|                                                           dddmmss.s |
 FB2427| FB2426 42 370                              APPROX. 1.4 KM 0050647.3 |
 FB2427|---------------------------------------------------------------------|
 FB2427
 FB2427                          SUPERSEDED SURVEY CONTROL
 FB2427
 FB2427  NAD 83(1995)-  35 01 57.31450(N)    082 10 59.88772(W) AD(       ) 1
 FB2427  ELLIP H (12/20/99)  263.25   (m)                       GP(       ) 4 1
 FB2427  NAD 83(1986)-  35 01 57.32466(N)    082 10 59.89174(W) AD(       ) 1
 FB2427  NAVD 88 (03/10/92)  294.81   (m)          967.2    (f) LEVELING    3  
 FB2427  NGVD 29 (09/16/91)  294.884  (m)          967.47   (f) ADJUSTED    1 2
 FB2427
 FB2427.Superseded values are not recommended for survey control.
 FB2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2427.See file dsdata.txt to determine how the superseded data were derived.
 FB2427
 FB2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9206277297(NAD 83)
 FB2427_MARKER: DD = SURVEY DISK
 FB2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2427_SP_SET: CONCRETE POST
 FB2427_STAMPING: 42 371 1988
 FB2427_MARK LOGO: SCGS  
 FB2427_PROJECTION: FLUSH
 FB2427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2427+STABILITY: SURFACE MOTION
 FB2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2427+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 FB2427
 FB2427  HISTORY     - Date     Condition        Report By
 FB2427  HISTORY     - 1988     MONUMENTED       SCGS
 FB2427  HISTORY     - 19891215 GOOD             SCGS
 FB2427  HISTORY     - 19900619 GOOD
 FB2427  HISTORY     - 20040819 GOOD             WOOLPT
 FB2427
 FB2427                          STATION DESCRIPTION
 FB2427
 FB2427'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2427'STATION IS LOCATED 5.4 MI WEST SOUTHWEST OF INMAN, 6.8 MI NORTH
 FB2427'NORTHWEST OF DUNCAN. OWNERSHIP--HOLLY SPRINGS CHURCH, INMAN, SC 29349.
 FB2427'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358
 FB2427'(3.6 MI NORTH NORTHWEST OF DUNCAN), GO NORTHERLY ON HIGHWAY 357 FOR
 FB2427'3.5 MI TO THE JUNCTION OF HANNON ROAD 1-774 (ALSO ENTRANCE TO THE
 FB2427'HOLLY SPRINGS BAPTIST CHURCH), TURN RIGHT ON HANNON ROAD FOR
 FB2427'0.15 MI TO THE MART ON THE LEFT NEAR THE HEADSTONES OF ALFRED L.
 FB2427'POWELL, HELLON MAE GWINN, AND GERALDINE GWINN (THESE HEADSTONES ARE IN
 FB2427'THE NORTHEAST ANGLE OF A PAVED ROAD LEADING INTO THE CEMETARY).
 FB2427'STATION IS A CONCRETE POST FLUSH WITH THE GROUND 3.0 FT ABOVE THE
 FB2427'ROAD, 39.2 FT NORTH NORTHWEST OF THE CENTER OF A GRASSY MEDIAN
 FB2427'BETWEEN TWO PAVED DRIVEWAYS TO THE CHURCH, 63.9 FT EAST OF THE
 FB2427'CENTER OF A PAVED DRIVEWAY THROUGH THE CEMETARY, 17.6 FT SOUTH
 FB2427'SOUTHEAST OF A GRANITE HEADSTONE WITH POWELL INSCRIBED, 239.2 FT
 FB2427'WEST SOUTHWEST OF THE WEST CORNER OF THE MAIN CHURCH BUILDING.
 FB2427
 FB2427                          STATION RECOVERY (1989)
 FB2427
 FB2427'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB2427'RECOVERED IN GOOD CONDITION.
 FB2427
 FB2427                          STATION RECOVERY (1990)
 FB2427
 FB2427'RECOVERED 1990
 FB2427'RECOVERED IN GOOD CONDITION.
 FB2427
 FB2427                          STATION RECOVERY (2004)
 FB2427
 FB2427'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 FB2427'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB2428 ***********************************************************************
 FB2428  DESIGNATION -  42 372
 FB2428  PID         -  FB2428
 FB2428  STATE/COUNTY-  SC/SPARTANBURG
 FB2428  USGS QUAD   -  CAMPOBELLO (1983)
 FB2428
 FB2428                         *CURRENT SURVEY CONTROL
 FB2428  ___________________________________________________________________
 FB2428* NAD 83(2001)-  35 00 41.66193(N)    082 10 46.48433(W)     ADJUSTED  
 FB2428* NAVD 88     -       297.637  (meters)     976.50   (feet)  ADJUSTED  
 FB2428  ___________________________________________________________________
 FB2428  X           -     711,626.714 (meters)                     COMP
 FB2428  Y           -  -5,181,267.004 (meters)                     COMP
 FB2428  Z           -   3,639,071.197 (meters)                     COMP
 FB2428  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FB2428  ELLIP HEIGHT-         266.08  (meters)          (03/27/03) GPS OBS
 FB2428  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 FB2428  DYNAMIC HT  -         297.337 (meters)     975.51  (feet)  COMP
 FB2428  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 FB2428
 FB2428  HORZ ORDER  -  FIRST
 FB2428  VERT ORDER  -  FIRST     CLASS II
 FB2428  ELLP ORDER  -  FOURTH    CLASS II
 FB2428
 FB2428.The horizontal coordinates were established by GPS observations
 FB2428.and adjusted by the National Geodetic Survey in March 2003..
 FB2428
 FB2428.The orthometric height was determined by differential leveling
 FB2428.and adjusted by the National Geodetic Survey in June 1991..
 FB2428
 FB2428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2428
 FB2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2428
 FB2428.The ellipsoidal height was determined by GPS observations
 FB2428.and is referenced to NAD 83.
 FB2428
 FB2428.The geoid height was determined by GEOID03.
 FB2428
 FB2428.The dynamic height is computed by dividing the NAVD 88
 FB2428.geopotential number by the normal gravity value computed on the
 FB2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2428.degrees latitude (g = 980.6199 gals.).
 FB2428
 FB2428.The modeled gravity was interpolated from observed gravity values.
 FB2428
 FB2428;                    North         East     Units Scale Factor Converg.
 FB2428;SPC SC       -   353,095.092   501,928.547   MT  1.00006824   -0 39 14.2
 FB2428;SPC SC       - 1,158,448.46  1,646,747.20   iFT  1.00006824   -0 39 14.2
 FB2428;UTM  17      - 3,874,962.129   392,374.003   MT  0.99974276   -0 40 36.6
 FB2428
 FB2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2428!SPC SC       -   0.99995824  x   1.00006824  =   1.00002647
 FB2428!UTM  17      -   0.99995824  x   0.99974276  =   0.99970101
 FB2428
 FB2428:                Primary Azimuth Mark                     Grid Az
 FB2428:SPC SC       -  42 373                                   175 38 52.8
 FB2428:UTM  17      -  42 373                                   175 40 15.2
 FB2428
 FB2428|---------------------------------------------------------------------|
 FB2428| PID    Reference Object                     Distance      Geod. Az  |
 FB2428|                                                           dddmmss.s |
 FB2428| ED1281 42 373                              APPROX. 1.6 KM 1745938.6 |
 FB2428|---------------------------------------------------------------------|
 FB2428
 FB2428                          SUPERSEDED SURVEY CONTROL
 FB2428
 FB2428  NAD 83(1995)-  35 00 41.66249(N)    082 10 46.48257(W) AD(       ) 1
 FB2428  ELLIP H (12/20/99)  266.13   (m)                       GP(       ) 4 1
 FB2428  NAD 83(1986)-  35 00 41.67257(N)    082 10 46.48647(W) AD(       ) 1
 FB2428  NAVD 88 (03/10/92)  297.64   (m)          976.5    (f) LEVELING    3  
 FB2428  NGVD 29 (09/16/91)  297.710  (m)          976.74   (f) ADJUSTED    1 2
 FB2428
 FB2428.Superseded values are not recommended for survey control.
 FB2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2428.See file dsdata.txt to determine how the superseded data were derived.
 FB2428
 FB2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9237474962(NAD 83)
 FB2428_MARKER: DD = SURVEY DISK
 FB2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2428_SP_SET: CONCRETE POST
 FB2428_STAMPING: 42 372 1988
 FB2428_MARK LOGO: SCGS  
 FB2428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2428+STABILITY: SURFACE MOTION
 FB2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2428+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1990
 FB2428
 FB2428  HISTORY     - Date     Condition        Report By
 FB2428  HISTORY     - 1988     MONUMENTED       SCGS
 FB2428  HISTORY     - 19900621 GOOD             SCGS
 FB2428
 FB2428                          STATION DESCRIPTION
 FB2428
 FB2428'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FB2428'STATION IS LOCATED 5.6 MI SOUTHWEST OF INMAN, 5.4 MI NORTH
 FB2428'NORTHWEST OF DUNCAN. OWNERSHIP--CARL STUART, 2852 HWY 357, LYMAN, SC
 FB2428'29365, PHONE-803-879-0556.
 FB2428'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358,
 FB2428'(3.6 MI NORTH NORTHWEST OF DUNCAN), GO NORTHERLY ON HIGHWAY 357 FOR
 FB2428'1.9 MI TO A MAJOR POWER LINE CROSSING AND A SAND DRIVE LEADING
 FB2428'NORTHEAST, TURN RIGHT ON THE DRIVE FOR 0.1 MI TO A MOBILE HOME AND
 FB2428'THE MARK ON THE WEST SIDE OF THE HOME.
 FB2428'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FT BELOW
 FB2428'THE DRIVE, 33.4 FT NORTH NORTHWEST OF THE CENTER OF DRIVEWAY,
 FB2428'34.0 FT SOUTHWEST OF THE WEST CORNER OF A BLOCK FOUNDATION OF THE
 FB2428'MOBILE HOME, 191.2 FT SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF A
 FB2428'CHAIN LINK FENCE AROUND A YARD WITH A POOL, 204.6 FT EAST NORTHEAST
 FB2428'THE NORTH CORNER OF A SMALL WOODEN HOUSE, 165.6 FT NORTH OF THE
 FB2428'NORTH LEG OF A TALL STEEL HIGH LINE TOWER.
 FB2428
 FB2428                          STATION RECOVERY (1990)
 FB2428
 FB2428'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 FB2428'STATION IS LOCATED 5.6 MILFS SOUTHWEST OF INMAN AND
 FB2428'5.4 MILES NORTH NORTHWEST OF DUNCAN.  OWNERSHIP--CARL STUART, 2852
 FB2428'HWY 357, LYMAN, SC 29365, PHONE 803-879-0556.
 FB2428'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358
 FB2428'(3.6 MILES NORTH NORTHWEST OF DUNCAN), GO NORTH ON HIGHWAY 357 FOR
 FB2428'1.9 MILES TO AN OVERHEAD HIGH-TENSION LINE CROSSING, CONTINUE 0.05
 FB2428'MILE TO A GRAVEL DRIVEWAY RIGHT (ACROSS FROM A CONCRETE BLOCK AUTO
 FB2428'REPAIR SHOP (S AND S AUTO SALES)), TURN RIGHT ON THE DRIVEWAY FOR 0.1
 FB2428'MILE TO A DOUBLE-WIDE MOBILE HOME (STONE CREEK) ON THE RIGHT AND THE
 FB2428'STATION AT THE WEST END.
 FB2428'STATION IS A CONCRETE POST RECESSED 1-INCH AND 4 FEET ABOVE THE
 FB2428'DRIVEWAY OUT FRONT, 15.1 FFET SOUTH SOUTHWEST OF THE NORTHWEST CORNER
 FB2428'OF THE MOBILE HOME, 2.0 FEFT NORTH NORTHWEST OF A CHAIN LINK FENCE,
 FB2428'27.4 FEET EAST NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE, 71.2
 FB2428'FEET NORTH OF A 6-INCH LIVE OAK TREE, 204.6 FEET EAST NORTHEAST OF
 FB2428'THE NORTHEAST CORNER OF A WOODEN HOUSE, 165.6 FEET NORTH OF THE NORTH
 FB2428'LEG OF A HIGH-TENSION LINE TOWER.
 FB2428'RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1281 ***********************************************************************
 ED1281  DESIGNATION -  42 373
 ED1281  PID         -  ED1281
 ED1281  STATE/COUNTY-  SC/SPARTANBURG
 ED1281  USGS QUAD   -  GREER (1983)
 ED1281
 ED1281                         *CURRENT SURVEY CONTROL
 ED1281  ___________________________________________________________________
 ED1281* NAD 83(2001)-  34 59 49.75805(N)    082 10 40.95935(W)     ADJUSTED  
 ED1281* NAVD 88     -       279.054  (meters)     915.53   (feet)  ADJUSTED  
 ED1281  ___________________________________________________________________
 ED1281  X           -     711,888.310 (meters)                     COMP
 ED1281  Y           -  -5,182,141.939 (meters)                     COMP
 ED1281  Z           -   3,637,750.334 (meters)                     COMP
 ED1281  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 ED1281  ELLIP HEIGHT-         247.54  (meters)          (03/27/03) GPS OBS
 ED1281  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 ED1281  DYNAMIC HT  -         278.773 (meters)     914.61  (feet)  COMP
 ED1281  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 ED1281
 ED1281  HORZ ORDER  -  FIRST
 ED1281  VERT ORDER  -  FIRST     CLASS II
 ED1281  ELLP ORDER  -  FOURTH    CLASS II
 ED1281
 ED1281.The horizontal coordinates were established by GPS observations
 ED1281.and adjusted by the National Geodetic Survey in March 2003..
 ED1281
 ED1281.The orthometric height was determined by differential leveling
 ED1281.and adjusted by the National Geodetic Survey in June 1991..
 ED1281
 ED1281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1281
 ED1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1281
 ED1281.The ellipsoidal height was determined by GPS observations
 ED1281.and is referenced to NAD 83.
 ED1281
 ED1281.The geoid height was determined by GEOID03.
 ED1281
 ED1281.The dynamic height is computed by dividing the NAVD 88
 ED1281.geopotential number by the normal gravity value computed on the
 ED1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1281.degrees latitude (g = 980.6199 gals.).
 ED1281
 ED1281.The modeled gravity was interpolated from observed gravity values.
 ED1281
 ED1281;                    North         East     Units Scale Factor Converg.
 ED1281;SPC SC       -   351,493.979   502,050.396   MT  1.00006236   -0 39 11.2
 ED1281;SPC SC       - 1,153,195.47  1,647,146.97   iFT  1.00006236   -0 39 11.2
 ED1281;UTM  17      - 3,873,361.485   392,495.177   MT  0.99974244   -0 40 32.6
 ED1281
 ED1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1281!SPC SC       -   0.99996115  x   1.00006236  =   1.00002350
 ED1281!UTM  17      -   0.99996115  x   0.99974244  =   0.99970360
 ED1281
 ED1281:                Primary Azimuth Mark                     Grid Az
 ED1281:SPC SC       -  42 374                                   181 06 00.4
 ED1281:UTM  17      -  42 374                                   181 07 21.8
 ED1281
 ED1281|---------------------------------------------------------------------|
 ED1281| PID    Reference Object                     Distance      Geod. Az  |
 ED1281|                                                           dddmmss.s |
 ED1281| ED1282 42 374                              APPROX. 1.4 KM 1802649.2 |
 ED1281| FB2428 42 372                              APPROX. 1.6 KM 3545941.8 |
 ED1281|---------------------------------------------------------------------|
 ED1281
 ED1281                          SUPERSEDED SURVEY CONTROL
 ED1281
 ED1281  NAD 83(1995)-  34 59 49.75859(N)    082 10 40.95753(W) AD(       ) 1
 ED1281  ELLIP H (12/20/99)  247.59   (m)                       GP(       ) 4 1
 ED1281  NAD 83(1986)-  34 59 49.76859(N)    082 10 40.96146(W) AD(       ) 1
 ED1281  NGVD 29 (09/16/91)  279.128  (m)          915.77   (f) ADJUSTED    1 2
 ED1281
 ED1281.Superseded values are not recommended for survey control.
 ED1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1281.See file dsdata.txt to determine how the superseded data were derived.
 ED1281
 ED1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9249573361(NAD 83)
 ED1281_MARKER: DD = SURVEY DISK
 ED1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1281_SP_SET: CONCRETE POST
 ED1281_STAMPING: 42 373 1988
 ED1281_MARK LOGO: SCGS  
 ED1281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1281+STABILITY: SURFACE MOTION
 ED1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1281+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1990
 ED1281
 ED1281  HISTORY     - Date     Condition        Report By
 ED1281  HISTORY     - 1988     MONUMENTED       SCGS
 ED1281  HISTORY     - 19891215 GOOD             SCGS
 ED1281  HISTORY     - 19900621 GOOD
 ED1281
 ED1281                          STATION DESCRIPTION
 ED1281
 ED1281'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1281'STATION IS LOCATED 4.5 MI NORTH NORTHWEST OF DUNCAN, 4.85 MI NORTH
 ED1281'NORTHEAST OF GREER. OWNERSHIP--THERON AND ALBERT ELLISON, 310
 ED1281'LAKEWOOD, GREER, SC 29652, PHONE-803-877-6911.
 ED1281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358,
 ED1281'(3.6 MI NORTH NORTHWEST OF DUNCAN), GO NORTHERLY ON HIGHWAY 357 FOR
 ED1281'0.85 MI TO THE MART ON THE LEFT IN THE NORTHWEST ANGLE OF A HALF
 ED1281'CIRCLE GRASS DRIVE LEADING TO A RED BRICT HOUSE, 0.05 MI SOUTH OF
 ED1281'THE JUNCTION OF ELLISON ROAD 1-3006.
 ED1281'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1281'HIGHWAY, 43.4 FT WEST OF THE CENTER OF HIGHWAY 357, 107.7 FT
 ED1281'NORTHEAST OF THE NORTH CORNER OF THE GARAGE ATTACHED TO A BRICT HOUSE,
 ED1281'69.7 FT NORTH OF THE CENTER OF A CONCRETE DRIVEWAY TO A BRICT HOUSE,
 ED1281'49.9 FT NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 80.3 FT
 ED1281'SOUTH OF A POWER POLE.
 ED1281
 ED1281                          STATION RECOVERY (1989)
 ED1281
 ED1281'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1281'RECOVERED IN GOOD CONDITION.
 ED1281
 ED1281                          STATION RECOVERY (1990)
 ED1281
 ED1281'RECOVERED 1990
 ED1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1282 ***********************************************************************
 ED1282  DESIGNATION -  42 374
 ED1282  PID         -  ED1282
 ED1282  STATE/COUNTY-  SC/SPARTANBURG
 ED1282  USGS QUAD   -  GREER (1983)
 ED1282
 ED1282                         *CURRENT SURVEY CONTROL
 ED1282  ___________________________________________________________________
 ED1282* NAD 83(2001)-  34 59 03.07488(N)    082 10 41.40188(W)     ADJUSTED  
 ED1282* NAVD 88     -       296.541  (meters)     972.90   (feet)  ADJUSTED  
 ED1282  ___________________________________________________________________
 ED1282  X           -     711,991.422 (meters)                     COMP
 ED1282  Y           -  -5,182,975.013 (meters)                     COMP
 ED1282  Z           -   3,636,581.746 (meters)                     COMP
 ED1282  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ED1282  ELLIP HEIGHT-         265.06  (meters)          (03/27/03) GPS OBS
 ED1282  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 ED1282  DYNAMIC HT  -         296.243 (meters)     971.92  (feet)  COMP
 ED1282  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 ED1282
 ED1282  HORZ ORDER  -  FIRST
 ED1282  VERT ORDER  -  FIRST     CLASS II
 ED1282  ELLP ORDER  -  FOURTH    CLASS II
 ED1282
 ED1282.The horizontal coordinates were established by GPS observations
 ED1282.and adjusted by the National Geodetic Survey in March 2003..
 ED1282
 ED1282.The orthometric height was determined by differential leveling
 ED1282.and adjusted by the National Geodetic Survey in June 1991..
 ED1282
 ED1282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1282
 ED1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1282
 ED1282.The ellipsoidal height was determined by GPS observations
 ED1282.and is referenced to NAD 83.
 ED1282
 ED1282.The geoid height was determined by GEOID03.
 ED1282
 ED1282.The dynamic height is computed by dividing the NAVD 88
 ED1282.geopotential number by the normal gravity value computed on the
 ED1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1282.degrees latitude (g = 980.6199 gals.).
 ED1282
 ED1282.The modeled gravity was interpolated from observed gravity values.
 ED1282
 ED1282;                    North         East     Units Scale Factor Converg.
 ED1282;SPC SC       -   350,055.490   502,022.773   MT  1.00005712   -0 39 11.4
 ED1282;SPC SC       - 1,148,476.02  1,647,056.34   iFT  1.00005712   -0 39 11.4
 ED1282;UTM  17      - 3,871,923.463   392,466.998   MT  0.99974251   -0 40 32.0
 ED1282
 ED1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1282!SPC SC       -   0.99995840  x   1.00005712  =   1.00001551
 ED1282!UTM  17      -   0.99995840  x   0.99974251  =   0.99970092
 ED1282
 ED1282:                Primary Azimuth Mark                     Grid Az
 ED1282:SPC SC       -  42 373                                   001 06 00.3
 ED1282:UTM  17      -  42 373                                   001 07 20.9
 ED1282
 ED1282|---------------------------------------------------------------------|
 ED1282| PID    Reference Object                     Distance      Geod. Az  |
 ED1282|                                                           dddmmss.s |
 ED1282| ED1281 42 373                              APPROX. 1.4 KM 0002648.9 |
 ED1282|---------------------------------------------------------------------|
 ED1282
 ED1282                          SUPERSEDED SURVEY CONTROL
 ED1282
 ED1282  NAD 83(1995)-  34 59 03.07540(N)    082 10 41.40004(W) AD(       ) 1
 ED1282  ELLIP H (12/20/99)  265.11   (m)                       GP(       ) 4 1
 ED1282  NAD 83(1986)-  34 59 03.08528(N)    082 10 41.40388(W) AD(       ) 1
 ED1282  NGVD 29 (09/16/91)  296.618  (m)          973.15   (f) ADJUSTED    1 2
 ED1282
 ED1282.Superseded values are not recommended for survey control.
 ED1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1282.See file dsdata.txt to determine how the superseded data were derived.
 ED1282
 ED1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9246771923(NAD 83)
 ED1282_MARKER: DD = SURVEY DISK
 ED1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1282_SP_SET: CONCRETE POST
 ED1282_STAMPING: 42 374 1988
 ED1282_MARK LOGO: SCGS  
 ED1282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1282+STABILITY: SURFACE MOTION
 ED1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1282+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1990
 ED1282
 ED1282  HISTORY     - Date     Condition        Report By
 ED1282  HISTORY     - 1988     MONUMENTED       SCGS
 ED1282  HISTORY     - 19891215 GOOD             SCGS
 ED1282  HISTORY     - 19900621 GOOD
 ED1282
 ED1282                          STATION DESCRIPTION
 ED1282
 ED1282'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1282'STATION IS LOCATED 3.65 MI NORTH NORTHWEST OF DUNCAN, 4.2 MI NORTH
 ED1282'NORTHEAST OF GREER. OWNERSHIP--MR. BRIM, 195 HIGHWAY 357, LYMAN, SC
 ED1282'29365.
 ED1282'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358,
 ED1282'(3.6 MI NORTH NORTHWEST OF DUNCAN), GO SOUTHWESTERLY ON HIGHWAY 357
 ED1282'FOR 0.35 MI TO THE MART ON THE LEFT IN FRONT OF A VYNLE-SIDED HOUSE,
 ED1282'JUST BEFORE THE JUNCTION OF HAMMETT STORE ROAD 5-107.
 ED1282'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1282'HIGHWAY, 45.0 FT SOUTH OF THE CENTER OF HIGHWAY 357, 63.3 FT WEST
 ED1282'OF THE CENTER OF A PAVED DRIVEWAY TO A SMALL HOUSE, 87.3 FT NORTH OF
 ED1282'THE NORTHWEST CORNER OF THE SMALL HOUSE, 27.8 FT EAST OF A POWER
 ED1282'POLE WITH A TRANSFORMER.
 ED1282
 ED1282                          STATION RECOVERY (1989)
 ED1282
 ED1282'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1282'RECOVERED IN GOOD CONDITION.
 ED1282
 ED1282                          STATION RECOVERY (1990)
 ED1282
 ED1282'RECOVERED 1990
 ED1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1283 ***********************************************************************
 ED1283  DESIGNATION -  42 375
 ED1283  PID         -  ED1283
 ED1283  STATE/COUNTY-  SC/SPARTANBURG
 ED1283  USGS QUAD   -  GREER (1983)
 ED1283
 ED1283                         *CURRENT SURVEY CONTROL
 ED1283  ___________________________________________________________________
 ED1283* NAD 83(2001)-  34 58 37.92604(N)    082 11 39.10305(W)     ADJUSTED  
 ED1283* NAVD 88     -       264.764  (meters)     868.65   (feet)  ADJUSTED  
 ED1283  ___________________________________________________________________
 ED1283  X           -     710,598.305 (meters)                     COMP
 ED1283  Y           -  -5,183,588.414 (meters)                     COMP
 ED1283  Z           -   3,635,928.516 (meters)                     COMP
 ED1283  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ED1283  ELLIP HEIGHT-         233.30  (meters)          (03/27/03) GPS OBS
 ED1283  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 ED1283  DYNAMIC HT  -         264.497 (meters)     867.77  (feet)  COMP
 ED1283  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 ED1283
 ED1283  HORZ ORDER  -  FIRST
 ED1283  VERT ORDER  -  FIRST     CLASS II
 ED1283  ELLP ORDER  -  FOURTH    CLASS II
 ED1283
 ED1283.The horizontal coordinates were established by GPS observations
 ED1283.and adjusted by the National Geodetic Survey in March 2003..
 ED1283
 ED1283.The orthometric height was determined by differential leveling
 ED1283.and adjusted by the National Geodetic Survey in June 1991..
 ED1283
 ED1283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1283
 ED1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1283
 ED1283.The ellipsoidal height was determined by GPS observations
 ED1283.and is referenced to NAD 83.
 ED1283
 ED1283.The geoid height was determined by GEOID03.
 ED1283
 ED1283.The dynamic height is computed by dividing the NAVD 88
 ED1283.geopotential number by the normal gravity value computed on the
 ED1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1283.degrees latitude (g = 980.6199 gals.).
 ED1283
 ED1283.The modeled gravity was interpolated from observed gravity values.
 ED1283
 ED1283;                    North         East     Units Scale Factor Converg.
 ED1283;SPC SC       -   349,297.291   500,550.372   MT  1.00005432   -0 39 43.4
 ED1283;SPC SC       - 1,145,988.49  1,642,225.63   iFT  1.00005432   -0 39 43.4
 ED1283;UTM  17      - 3,871,166.078   390,994.759   MT  0.99974644   -0 41 04.7
 ED1283
 ED1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1283!SPC SC       -   0.99996338  x   1.00005432  =   1.00001770
 ED1283!UTM  17      -   0.99996338  x   0.99974644  =   0.99970983
 ED1283
 ED1283:                Primary Azimuth Mark                     Grid Az
 ED1283:SPC SC       -  42 376                                   209 16 06.8
 ED1283:UTM  17      -  42 376                                   209 17 28.1
 ED1283
 ED1283|---------------------------------------------------------------------|
 ED1283| PID    Reference Object                     Distance      Geod. Az  |
 ED1283|                                                           dddmmss.s |
 ED1283| ED1284 42 376                              APPROX. 1.2 KM 2083623.4 |
 ED1283|---------------------------------------------------------------------|
 ED1283
 ED1283                          SUPERSEDED SURVEY CONTROL
 ED1283
 ED1283  NAD 83(1995)-  34 58 37.92658(N)    082 11 39.10115(W) AD(       ) 1
 ED1283  ELLIP H (12/20/99)  233.35   (m)                       GP(       ) 4 1
 ED1283  NAD 83(1986)-  34 58 37.93642(N)    082 11 39.10493(W) AD(       ) 1
 ED1283  NGVD 29 (09/16/91)  264.843  (m)          868.91   (f) ADJUSTED    1 2
 ED1283
 ED1283.Superseded values are not recommended for survey control.
 ED1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1283.See file dsdata.txt to determine how the superseded data were derived.
 ED1283
 ED1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9099571166(NAD 83)
 ED1283_MARKER: DD = SURVEY DISK
 ED1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1283_SP_SET: CONCRETE POST
 ED1283_STAMPING: 42 375 1988
 ED1283_MARK LOGO: SCGS  
 ED1283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1283+STABILITY: SURFACE MOTION
 ED1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1283+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2002
 ED1283
 ED1283  HISTORY     - Date     Condition        Report By
 ED1283  HISTORY     - 1988     MONUMENTED       SCGS
 ED1283  HISTORY     - 19891215 GOOD             SCGS
 ED1283  HISTORY     - 19900621 GOOD
 ED1283  HISTORY     - 20000731 GOOD             SCGS
 ED1283  HISTORY     - 20020210 GOOD             JCLS
 ED1283
 ED1283                          STATION DESCRIPTION
 ED1283
 ED1283'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1283'STATION IS LOCATED 3.25 MI NORTH NORTHEAST OF GREER, 3.9 MI
 ED1283'NORTHWEST OF DUNCAN. OWNERSHIP--MR. GEORGE WEATHERS, DHPT
 ED1283'PRECONSTRUCTION ENGINEER, P. O. BOX 191, COLUMBIA, SC 29202.
 ED1283'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358,
 ED1283'(3.6 MI NORTH NORTHWEST OF DUNCAN), GO SOUTHWESTERLY ON HIGHWAY 357
 ED1283'FOR 1.45 MI TO THE JUNCTION OF STATE ROAD 904 (JORDAN ROAD) AND THE
 ED1283'MART NEAR A POWER POLE IN A MEDIAN AT THE JUNCTION, 0.15 MI
 ED1283'NORTHEAST OF A BRIDGE OVER BEAVERDAM CREEK.
 ED1283'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED1283'HIGHWAY, 7.4 FT EAST OF A POWER POLE WITH A GUY WIRE, 121.1 FT
 ED1283'NORTH OF A POWER POLE WITH SEVEN GUY WIRES, 146.0 FT SOUTH OF THE
 ED1283'SOUTHWEST CORNER OF A SMALL WOODEN TV REPAIR SHOP, 24.3 FT NORTHWEST
 ED1283'OF THE CENTER OF HIGHWAY 357.
 ED1283
 ED1283                          STATION RECOVERY (1989)
 ED1283
 ED1283'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1283'RECOVERED IN GOOD CONDITION.
 ED1283
 ED1283                          STATION RECOVERY (1990)
 ED1283
 ED1283'RECOVERED 1990
 ED1283'RECOVERED IN GOOD CONDITION.
 ED1283
 ED1283                          STATION RECOVERY (2000)
 ED1283
 ED1283'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1283'STATION IS LOCATED 3.3 MILES (5.3 KM) NORTHEAST OF GREER, 15.0 MILES
 ED1283'(24.1 KM) WEST OF SPARTANBURG.  OWNERSHIP--SCDOT, DIRECTOR OF
 ED1283'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 ED1283'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED1283'HIGHWAYS 357 (GREER ROAD) AND 358, 3.6 MILES (5.8 KM) NORTHWEST OF
 ED1283'DUNCAN, GO SOUTHWEST ON HIGHWAY 357 FOR 1.45 MILES (2.33 KM) TO THE
 ED1283'STATION ON THE RIGHT IN A GRASSY MEDIAN OF THE JUNCTION OF STATE ROAD
 ED1283'904 (JORDAN ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 ED1283'AND LEVEL WITH THE HIGHWAY, 5.9 FEET (1.8 M) EAST OF A POWER POLE WITH
 ED1283'A TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 24.6 FEET (7.5 M)
 ED1283'NORTHWEST OF THE CENTER OF HIGHWAY 357, 29.1 FEET (8.9 M) NORTH
 ED1283'NORTHEAST OF A BELL SOUTH FIBER OPTIC CABLE WARNING POST, 41.2 FEET
 ED1283'(12.6 M) EAST OF THE CENTER OF THE SINGLE PAVED LANE OF JORDAN RD, 5.2
 ED1283'FEET (1.6 M) EAST OF A WITNESS POST.  RECOVERED BY R.P. MCKEOWN.
 ED1283
 ED1283                          STATION RECOVERY (2002)
 ED1283
 ED1283'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 ED1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1284 ***********************************************************************
 ED1284  DESIGNATION -  42 376
 ED1284  PID         -  ED1284
 ED1284  STATE/COUNTY-  SC/SPARTANBURG
 ED1284  USGS QUAD   -  GREER (1983)
 ED1284
 ED1284                         *CURRENT SURVEY CONTROL
 ED1284  ___________________________________________________________________
 ED1284* NAD 83(2001)-  34 58 03.63830(N)    082 12 01.81851(W)     ADJUSTED  
 ED1284* NAVD 88     -       273.249  (meters)     896.48   (feet)  ADJUSTED  
 ED1284  ___________________________________________________________________
 ED1284  X           -     710,110.584 (meters)                     COMP
 ED1284  Y           -  -5,184,273.612 (meters)                     COMP
 ED1284  Z           -   3,635,067.526 (meters)                     COMP
 ED1284  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 ED1284  ELLIP HEIGHT-         241.81  (meters)          (03/27/03) GPS OBS
 ED1284  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 ED1284  DYNAMIC HT  -         272.974 (meters)     895.58  (feet)  COMP
 ED1284  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 ED1284
 ED1284  HORZ ORDER  -  FIRST
 ED1284  VERT ORDER  -  FIRST     CLASS II
 ED1284  ELLP ORDER  -  FOURTH    CLASS II
 ED1284
 ED1284.The horizontal coordinates were established by GPS observations
 ED1284.and adjusted by the National Geodetic Survey in March 2003..
 ED1284
 ED1284.The orthometric height was determined by differential leveling
 ED1284.and adjusted by the National Geodetic Survey in June 1991..
 ED1284
 ED1284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1284
 ED1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1284
 ED1284.The ellipsoidal height was determined by GPS observations
 ED1284.and is referenced to NAD 83.
 ED1284
 ED1284.The geoid height was determined by GEOID03.
 ED1284
 ED1284.The dynamic height is computed by dividing the NAVD 88
 ED1284.geopotential number by the normal gravity value computed on the
 ED1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1284.degrees latitude (g = 980.6199 gals.).
 ED1284
 ED1284.The modeled gravity was interpolated from observed gravity values.
 ED1284
 ED1284;                    North         East     Units Scale Factor Converg.
 ED1284;SPC SC       -   348,247.348   499,961.931   MT  1.00005053   -0 39 56.0
 ED1284;SPC SC       - 1,142,543.79  1,640,295.05   iFT  1.00005053   -0 39 56.0
 ED1284;UTM  17      - 3,870,116.687   390,406.084   MT  0.99974803   -0 41 17.1
 ED1284
 ED1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1284!SPC SC       -   0.99996205  x   1.00005053  =   1.00001257
 ED1284!UTM  17      -   0.99996205  x   0.99974803  =   0.99971008
 ED1284
 ED1284:                Primary Azimuth Mark                     Grid Az
 ED1284:SPC SC       -  42 375                                   029 16 06.3
 ED1284:UTM  17      -  42 375                                   029 17 27.4
 ED1284
 ED1284|---------------------------------------------------------------------|
 ED1284| PID    Reference Object                     Distance      Geod. Az  |
 ED1284|                                                           dddmmss.s |
 ED1284| ED1283 42 375                              APPROX. 1.2 KM 0283610.3 |
 ED1284| ED1285 42 377                              APPROX. 1.4 KM 2145057.4 |
 ED1284|---------------------------------------------------------------------|
 ED1284
 ED1284                          SUPERSEDED SURVEY CONTROL
 ED1284
 ED1284  NAD 83(1995)-  34 58 03.63885(N)    082 12 01.81662(W) AD(       ) 1
 ED1284  ELLIP H (12/20/99)  241.86   (m)                       GP(       ) 4 1
 ED1284  NAD 83(1986)-  34 58 03.64867(N)    082 12 01.82036(W) AD(       ) 1
 ED1284  NGVD 29 (09/16/91)  273.329  (m)          896.75   (f) ADJUSTED    1 2
 ED1284
 ED1284.Superseded values are not recommended for survey control.
 ED1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1284.See file dsdata.txt to determine how the superseded data were derived.
 ED1284
 ED1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9040670117(NAD 83)
 ED1284_MARKER: DD = SURVEY DISK
 ED1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1284_SP_SET: CONCRETE POST
 ED1284_STAMPING: 42 376 1988
 ED1284_MARK LOGO: SCGS  
 ED1284_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1284+STABILITY: SURFACE MOTION
 ED1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1284+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 ED1284
 ED1284  HISTORY     - Date     Condition        Report By
 ED1284  HISTORY     - 1988     MONUMENTED       SCGS
 ED1284  HISTORY     - 19891215 GOOD             SCGS
 ED1284  HISTORY     - 19900621 GOOD
 ED1284  HISTORY     - 20000731 GOOD             SCGS
 ED1284
 ED1284                          STATION DESCRIPTION
 ED1284
 ED1284'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1284'STATION IS LOCATED 2.5 MI NORTHEAST OF GREER, 3.75 MI NORTHWEST OF
 ED1284'DUNCAN.  OWNERSHIP--ZOAR UNITED METHODIST CHURCH, P.O. BOX 333
 ED1284'(HIGHWAY 357) 1005-11, GREER, SC  29652, PHONE-803-877-0758 AT THE
 ED1284'CHURCH AND 803-877-2277 AT THE PARSONAGE.
 ED1284'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 357 AND U.S.
 ED1284'HIGHWAY 29 IN GREER, GO NORTHEASTERLY ON HIGHWAY 357 FOR 1.8 MI TO
 ED1284'THE SOUTH ENTRANCE DRIVE TO THE ZOAR UNITED METHODIST CHURCH CEMETERY,
 ED1284'TURN RIGHT ON THE ENTRANCE DRIVE FOR 0.05 MI TO A GRAVE SITE
 ED1284'SURROUNDED BY A STEEL ROD FENCE, THE MART IS ON THE WEST SIDE OF THE
 ED1284'FENCE NEAR THE HEADSTONES OF MOORE AND CANNON.
 ED1284'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0 FT ABOVE
 ED1284'THE HIGHWAY, 237.0 FT EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 ED1284'70.2 FT NORTH NORTHEAST OF THE CENTER OF THE SOUTHERN ONE OF TWO
 ED1284'ENTRANCE DRIVEWAYS TO THE CEMETERY, 28.2 FT WEST SOUTHWEST OF THE
 ED1284'NORTH CORNER OF THE FENCE, 4.6 FT NORTH OF THE NORTH END OF A LARGE
 ED1284'HEADSTONE (CANNON).
 ED1284
 ED1284                          STATION RECOVERY (1989)
 ED1284
 ED1284'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1284'RECOVERED IN GOOD CONDITION.
 ED1284
 ED1284                          STATION RECOVERY (1990)
 ED1284
 ED1284'RECOVERED 1990
 ED1284'RECOVERED IN GOOD CONDITION.
 ED1284
 ED1284                          STATION RECOVERY (2000)
 ED1284
 ED1284'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1284'STATION IS LOCATED 2.5 MILES (4.0 KM) NORTHEAST OF GREER, 15.3 MILES
 ED1284'(24.6 KM) WEST OF SPARTANBURG.  OWNERSHIP--ZOAR UNITED METHODIST
 ED1284'CHURCH, ATTENTION-RICHARD D.  HOPPER, 1005 GREER ROAD, P.O.  BOX 333,
 ED1284'GREER, SC 29652, PHONE 864-877-0758.  TO REACH THE STATION FROM THE
 ED1284'JUNCTION OF STATE HIGHWAY 357 (ARLINGTON ROAD) AND U.S.  HIGHWAY 29
 ED1284'(WADE HAMPTON BOULEVARD) , 0.9 MILE (1.4 KM) NORTHEAST OF GREER, GO
 ED1284'NORTHEAST ON HIGHWAY 357 FOR 1.8 MILES (2.9 KM) TO THE SOUTH PAVED
 ED1284'DRIVEWAY ENTRANCE TO THE ZOAR UNITED METHODIST CHURCH CEMETERY, TURN
 ED1284'RIGHT ON THE DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT
 ED1284'NEAR THE WEST SIDE OF A WROUGHT IRON CEMETERY PLOT FENCE.  STATION IS
 ED1284'CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE
 ED1284'DRIVEWAY, 28.1 FEET (8.6 M) WEST SOUTHWEST OF THE NORTHERN CORNER POST
 ED1284'OF THE WROUGHT IRON PLOT FENCE, 71.0 FEET (21.6 M) NORTH NORTHEAST OF
 ED1284'THE CENTER OF THE PAVED DRIVEWAY, 4.8 FEET (1.5 M) NORTH OF THE NORTH
 ED1284'CORNER OF THE CANNON TOMBSTONE, 9.8 FEET (3.0 M) SOUTHWEST OF THE
 ED1284'SOUTHWEST CORNER OF THE MOORE TOMBSTONE, 80.8 FEET (24.6 M) NORTH
 ED1284'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1285 ***********************************************************************
 ED1285  DESIGNATION -  42 377
 ED1285  PID         -  ED1285
 ED1285  STATE/COUNTY-  SC/SPARTANBURG
 ED1285  USGS QUAD   -  GREER (1983)
 ED1285
 ED1285                         *CURRENT SURVEY CONTROL
 ED1285  ___________________________________________________________________
 ED1285* NAD 83(2001)-  34 57 27.06231(N)    082 12 32.75171(W)     ADJUSTED  
 ED1285* NAVD 88     -       261.025  (meters)     856.38   (feet)  ADJUSTED  
 ED1285  ___________________________________________________________________
 ED1285  X           -     709,419.303 (meters)                     COMP
 ED1285  Y           -  -5,185,010.099 (meters)                     COMP
 ED1285  Z           -   3,634,136.767 (meters)                     COMP
 ED1285  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 ED1285  ELLIP HEIGHT-         229.60  (meters)          (03/27/03) GPS OBS
 ED1285  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 ED1285  DYNAMIC HT  -         260.761 (meters)     855.51  (feet)  COMP
 ED1285  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 ED1285
 ED1285  HORZ ORDER  -  FIRST
 ED1285  VERT ORDER  -  FIRST     CLASS II
 ED1285  ELLP ORDER  -  FOURTH    CLASS II
 ED1285
 ED1285.The horizontal coordinates were established by GPS observations
 ED1285.and adjusted by the National Geodetic Survey in March 2003..
 ED1285
 ED1285.The orthometric height was determined by differential leveling
 ED1285.and adjusted by the National Geodetic Survey in June 1991..
 ED1285
 ED1285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1285
 ED1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1285
 ED1285.The ellipsoidal height was determined by GPS observations
 ED1285.and is referenced to NAD 83.
 ED1285
 ED1285.The geoid height was determined by GEOID03.
 ED1285
 ED1285.The dynamic height is computed by dividing the NAVD 88
 ED1285.geopotential number by the normal gravity value computed on the
 ED1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1285.degrees latitude (g = 980.6199 gals.).
 ED1285
 ED1285.The modeled gravity was interpolated from observed gravity values.
 ED1285
 ED1285;                    North         East     Units Scale Factor Converg.
 ED1285;SPC SC       -   347,129.370   499,164.050   MT  1.00004651   -0 40 13.2
 ED1285;SPC SC       - 1,138,875.89  1,637,677.33   iFT  1.00004651   -0 40 13.2
 ED1285;UTM  17      - 3,868,999.357   389,608.003   MT  0.99975019   -0 41 34.2
 ED1285
 ED1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1285!SPC SC       -   0.99996396  x   1.00004651  =   1.00001047
 ED1285!UTM  17      -   0.99996396  x   0.99975019  =   0.99971416
 ED1285
 ED1285:                Primary Azimuth Mark                     Grid Az
 ED1285:SPC SC       -  42 376                                   035 30 52.9
 ED1285:UTM  17      -  42 376                                   035 32 13.9
 ED1285
 ED1285|---------------------------------------------------------------------|
 ED1285| PID    Reference Object                     Distance      Geod. Az  |
 ED1285|                                                           dddmmss.s |
 ED1285| ED1284 42 376                              APPROX. 1.4 KM 0345039.7 |
 ED1285|---------------------------------------------------------------------|
 ED1285
 ED1285                          SUPERSEDED SURVEY CONTROL
 ED1285
 ED1285  NAD 83(1995)-  34 57 27.06287(N)    082 12 32.74964(W) AD(       ) 1
 ED1285  ELLIP H (12/20/99)  229.66   (m)                       GP(       ) 4 1
 ED1285  NAD 83(1986)-  34 57 27.07267(N)    082 12 32.75351(W) AD(       ) 1
 ED1285  NGVD 29 (09/16/91)  261.107  (m)          856.65   (f) ADJUSTED    1 2
 ED1285
 ED1285.Superseded values are not recommended for survey control.
 ED1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1285.See file dsdata.txt to determine how the superseded data were derived.
 ED1285
 ED1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8960868999(NAD 83)
 ED1285_MARKER: DD = SURVEY DISK
 ED1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1285_SP_SET: CONCRETE POST
 ED1285_STAMPING: 42 377 1988
 ED1285_MARK LOGO: SCGS  
 ED1285_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1285+STABILITY: SURFACE MOTION
 ED1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1285+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 ED1285
 ED1285  HISTORY     - Date     Condition        Report By
 ED1285  HISTORY     - 1988     MONUMENTED       SCGS
 ED1285  HISTORY     - 19891215 GOOD             SCGS
 ED1285  HISTORY     - 19900614 GOOD
 ED1285  HISTORY     - 20000731 GOOD             SCGS
 ED1285
 ED1285                          STATION DESCRIPTION
 ED1285
 ED1285'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1285'STATION IS LOCATED 1.65 MI NORTH NORTHEAST OF GREER, 3.85 MI WEST
 ED1285'NORTHWEST OF DUNCAN. OWNERSHIP--DUKE POWER, 349 EAST MAIN STREET,
 ED1285'SPARTANBURG, SC 29304.
 ED1285'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 357 AND U.S.
 ED1285'HIGHWAY 29 IN GREER, GO NORTHEASTERLY ON HIGHWAY 357 FOR 0.75 MI TO
 ED1285'A PAVED DRIVE AND A MAJOR POWER LINE CROSSING, TURN LEFT ON PAVED
 ED1285'DRIVE FOR 0.05 MI TO THE MART ON THE RIGHT, BETWEEN TWO SETS OF
 ED1285'MAJOR POWER LINES AND STEEL TOWERS.
 ED1285'STATION IS A CONCRETE POST FLUSH WITH THE GROUND 76.1 FT NORTHWEST
 ED1285'OF THE NORTHWEST LEG OF A STEEL HIGH WIRE TOWER, 148.8 FT NORTH
 ED1285'NORTHEAST OF THE NORTH CORNER OF A CONCRETE BLOCT GARAGE, 106.5 FT
 ED1285'SOUTH OF A POWER POLE WITH A SECURITY LIGHT, 15.9 FT EAST SOUTHEAST
 ED1285'OF A WITNESS POST.
 ED1285
 ED1285                          STATION RECOVERY (1989)
 ED1285
 ED1285'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1285'RECOVERED IN GOOD CONDITION.
 ED1285
 ED1285                          STATION RECOVERY (1990)
 ED1285
 ED1285'RECOVERED 1990
 ED1285'RECOVERED IN GOOD CONDITION.
 ED1285
 ED1285                          STATION RECOVERY (2000)
 ED1285
 ED1285'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1285'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTHEAST OF GREER, 15.7 MILES
 ED1285'(25.3 KM) WEST OF SPARTANBURG.  OWNERSHIP--DUKE POWER COMPANY, 349
 ED1285'EAST MAIN STREET, SPARTANBURG, SC 29304.  TO REACH THE STATION FROM
 ED1285'THE JUNCTION OF STATE HIGHWAY 357 (ARLINGTON ROAD) AND U.S.  HIGHWAY
 ED1285'29 (WADE HAMPTON BOULEVARD) , 0.9 MILE (1.4 KM) NORTHEAST OF GREER, GO
 ED1285'NORTHEAST ON HIGHWAY 357 FOR 0.75 MILE (1.21 KM) TO A TWIN
 ED1285'TRANSMISSION LINE CROSSING AND A PAVED ACCESS DRIVE, TURN LEFT ON THE
 ED1285'ACCESS DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT
 ED1285'MIDWAY BETWEEN THE POWER LINES ATOP A HILL.  STATION IS CONCRETE POST
 ED1285'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE DRIVE, 76.8 FEET (23.4
 ED1285'M) NORTH NORTHWEST OF THE NORTHWEST LEG OF A TRANSMISSION TOWER, 106.4
 ED1285'FEET (32.4 M) SOUTH OF A POWER POLE WITH A SCGS REFERENCE WASHER AND A
 ED1285'SECURITY LIGHT ATTACHED, 155.2 FEET (47.3 M) NORTH OF A POWER POLE
 ED1285'WITH A SCGS REFERENCE WASHER AND A SECURITY LIGHT ATTACHED, 148.7 FEET
 ED1285'(45.3 M) NORTH NORTHEAST OF THE NORTHWEST CORNER OF A THREE BAY CINDER
 ED1285'BLOCK GARAGE, 16.0 FEET (4.9 M) EAST SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1287 ***********************************************************************
 ED1287  DESIGNATION -  42 378
 ED1287  PID         -  ED1287
 ED1287  STATE/COUNTY-  SC/GREENVILLE
 ED1287  USGS QUAD   -  GREER (1983)
 ED1287
 ED1287                         *CURRENT SURVEY CONTROL
 ED1287  ___________________________________________________________________
 ED1287* NAD 83(2001)-  34 56 18.87181(N)    082 13 21.68866(W)     ADJUSTED  
 ED1287* NAVD 88     -       295.380  (meters)     969.09   (feet)  ADJUSTED  
 ED1287  ___________________________________________________________________
 ED1287  X           -     708,355.846 (meters)                     COMP
 ED1287  Y           -  -5,186,398.958 (meters)                     COMP
 ED1287  Z           -   3,632,433.972 (meters)                     COMP
 ED1287  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 ED1287  ELLIP HEIGHT-         264.04  (meters)          (03/27/03) GPS OBS
 ED1287  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 ED1287  DYNAMIC HT  -         295.082 (meters)     968.11  (feet)  COMP
 ED1287  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 ED1287
 ED1287  HORZ ORDER  -  FIRST
 ED1287  VERT ORDER  -  FIRST     CLASS II
 ED1287  ELLP ORDER  -  FOURTH    CLASS II
 ED1287
 ED1287.The horizontal coordinates were established by GPS observations
 ED1287.and adjusted by the National Geodetic Survey in March 2003..
 ED1287
 ED1287.The orthometric height was determined by differential leveling
 ED1287.and adjusted by the National Geodetic Survey in June 1991..
 ED1287
 ED1287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1287
 ED1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1287
 ED1287.The ellipsoidal height was determined by GPS observations
 ED1287.and is referenced to NAD 83.
 ED1287
 ED1287.The geoid height was determined by GEOID03.
 ED1287
 ED1287.The dynamic height is computed by dividing the NAVD 88
 ED1287.geopotential number by the normal gravity value computed on the
 ED1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1287.degrees latitude (g = 980.6199 gals.).
 ED1287
 ED1287.The modeled gravity was interpolated from observed gravity values.
 ED1287
 ED1287;                    North         East     Units Scale Factor Converg.
 ED1287;SPC SC       -   345,042.638   497,897.641   MT  1.00003911   -0 40 40.3
 ED1287;SPC SC       - 1,132,029.65  1,633,522.44   iFT  1.00003911   -0 40 40.3
 ED1287;UTM  17      - 3,866,913.729   388,341.143   MT  0.99975366   -0 42 01.1
 ED1287
 ED1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1287!SPC SC       -   0.99995856  x   1.00003911  =   0.99999766
 ED1287!UTM  17      -   0.99995856  x   0.99975366  =   0.99971223
 ED1287
 ED1287:                Primary Azimuth Mark                     Grid Az
 ED1287:SPC SC       -  42 379                                   181 26 44.5
 ED1287:UTM  17      -  42 379                                   181 28 05.3
 ED1287
 ED1287|---------------------------------------------------------------------|
 ED1287| PID    Reference Object                     Distance      Geod. Az  |
 ED1287|                                                           dddmmss.s |
 ED1287| ED1288 42 379                              456.534 METERS 1804604.2 |
 ED1287|---------------------------------------------------------------------|
 ED1287
 ED1287                          SUPERSEDED SURVEY CONTROL
 ED1287
 ED1287  NAD 83(1995)-  34 56 18.87247(N)    082 13 21.68636(W) AD(       ) 1
 ED1287  ELLIP H (12/20/99)  264.09   (m)                       GP(       ) 4 1
 ED1287  NAD 83(1986)-  34 56 18.88224(N)    082 13 21.69047(W) AD(       ) 1
 ED1287  NGVD 29 (09/16/91)  295.464  (m)          969.37   (f) ADJUSTED    1 2
 ED1287
 ED1287.Superseded values are not recommended for survey control.
 ED1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1287.See file dsdata.txt to determine how the superseded data were derived.
 ED1287
 ED1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8834166914(NAD 83)
 ED1287_MARKER: DD = SURVEY DISK
 ED1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1287_SP_SET: CONCRETE POST
 ED1287_STAMPING: 42 378 1988
 ED1287_MARK LOGO: SCGS  
 ED1287_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1287+STABILITY: SURFACE MOTION
 ED1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1287+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 ED1287
 ED1287  HISTORY     - Date     Condition        Report By
 ED1287  HISTORY     - 1988     MONUMENTED       SCGS
 ED1287  HISTORY     - 19891215 GOOD             SCGS
 ED1287  HISTORY     - 19900614 GOOD
 ED1287  HISTORY     - 20000801 GOOD             SCGS
 ED1287
 ED1287                          STATION DESCRIPTION
 ED1287
 ED1287'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1287'STATION IS LOCATED 0.25 MI EAST OF GREER, 4.65 MI WEST OF DUNCAN.
 ED1287'OWNERSHIP--CITY OF GREER, GREER, SC  29650.
 ED1287'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 ED1287'HIGHWAY 357 IN GREER, GO SOUTHWEST ON HIGHWAY 357 FOR 0.85 MI TO THE
 ED1287'MART ON THE RIGHT, IN CENTERFIELD OF THE BALL DIAMOND AT A PARK
 ED1287'0.15 MI NORTH OF THE JUNCTION OF STATE HIGHWAYS 290 AND 101 IN
 ED1287'GREER.
 ED1287'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 86.6 FT WEST OF
 ED1287'THE EAST CORNER POST OF A CHAIN LINT FENCE IN THE BALL PARK OUTFIELD,
 ED1287'143.0 FT EAST OF THE SOUTH ONE OF TWO BASKETBALL GOAL POSTS,
 ED1287'105.2 FT SOUTHEAST OF THE NORTH ONE OF TWO BASKETBALL GOAL POSTS,
 ED1287'142.2 FT NORTH OF THE FENCE POST BEHIND HOME PLATE.
 ED1287
 ED1287                          STATION RECOVERY (1989)
 ED1287
 ED1287'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1287'RECOVERED IN GOOD CONDITION.
 ED1287
 ED1287                          STATION RECOVERY (1990)
 ED1287
 ED1287'RECOVERED 1990
 ED1287'RECOVERED IN GOOD CONDITION.
 ED1287
 ED1287                          STATION RECOVERY (2000)
 ED1287
 ED1287'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1287'STATION IS LOCATED IN GREER, 16.8 MILES (27.0 KM) WEST OF SPARTANBURG.
 ED1287'OWNERSHIP--CITY OF GREER.  TO REACH THE STATION FROM THE JUNCTION OF
 ED1287'STATE HIGHWAYS 101 (LINE STREET) , 357 AND 290 (EAST POINSETT STREET)
 ED1287'IN GREER, GO NORTH ON HIGHWAY 357 FOR 0.1 MILE (0.2 KM) TO THE STATION
 ED1287'ON THE LEFT IN THE CENTERFIELD OF A BASEBALL FIELD AND IN THE
 ED1287'NORTHWEST ANGLE OF THE JUNCTION OF JASON DRIVE. STATION IS A CONCRETE
 ED1287'POST RECESSED 0.1 FOOT (3.0 CM) AND 5.0 FEET (1.5 M) ABOVE THE LEVEL
 ED1287'OF THE HIGHWAY, 86.7 FEET (26.4 M) WEST OF THE NORTHEAST CORNER OF A
 ED1287'16.0-FOOT CHAIN LINK FENCE AROUND THE BASEBALL FIELD, 114.4 FEET (34.9
 ED1287'M) NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 ED1287'105.3 FEET (32.1 M) SOUTHEAST OF THE NORTHERN-MOST METAL POLE OF A
 ED1287'BASKETBALL GOAL, 47.4 FEET (14.4 M) SOUTH OF A POWER POLE WITH TWO
 ED1287'FLOOD LIGHTS AND A SCGS REFERENCE WASHER ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1288 ***********************************************************************
 ED1288  DESIGNATION -  42 379
 ED1288  PID         -  ED1288
 ED1288  STATE/COUNTY-  SC/GREENVILLE
 ED1288  USGS QUAD   -  GREER (1983)
 ED1288
 ED1288                         *CURRENT SURVEY CONTROL
 ED1288  ___________________________________________________________________
 ED1288* NAD 83(2001)-  34 56 04.05855(N)    082 13 21.92973(W)     ADJUSTED  
 ED1288* NAVD 88     -       293.352  (meters)     962.44   (feet)  ADJUSTED  
 ED1288  ___________________________________________________________________
 ED1288  X           -     708,384.932 (meters)                     COMP
 ED1288  Y           -  -5,186,657.130 (meters)                     COMP
 ED1288  Z           -   3,632,058.545 (meters)                     COMP
 ED1288  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 ED1288  ELLIP HEIGHT-         261.97  (meters)          (03/13/03) GPS OBS
 ED1288  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 ED1288  DYNAMIC HT  -         293.056 (meters)     961.47  (feet)  COMP
 ED1288  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 ED1288
 ED1288  HORZ ORDER  -  FIRST
 ED1288  VERT ORDER  -  FIRST     CLASS II
 ED1288  ELLP ORDER  -  FOURTH    CLASS II
 ED1288
 ED1288.The horizontal coordinates were established by GPS observations
 ED1288.and adjusted by the National Geodetic Survey in March 2003..
 ED1288
 ED1288.The orthometric height was determined by differential leveling
 ED1288.and adjusted by the National Geodetic Survey in June 1991..
 ED1288
 ED1288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1288
 ED1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1288
 ED1288.The ellipsoidal height was determined by GPS observations
 ED1288.and is referenced to NAD 83.
 ED1288
 ED1288.The geoid height was determined by GEOID03.
 ED1288
 ED1288.The dynamic height is computed by dividing the NAVD 88
 ED1288.geopotential number by the normal gravity value computed on the
 ED1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1288.degrees latitude (g = 980.6199 gals.).
 ED1288
 ED1288.The modeled gravity was interpolated from observed gravity values.
 ED1288
 ED1288;                    North         East     Units Scale Factor Converg.
 ED1288;SPC SC       -   344,586.232   497,886.123   MT  1.00003752   -0 40 40.4
 ED1288;SPC SC       - 1,130,532.26  1,633,484.66   iFT  1.00003752   -0 40 40.4
 ED1288;UTM  17      - 3,866,457.457   388,329.450   MT  0.99975369   -0 42 01.0
 ED1288
 ED1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1288!SPC SC       -   0.99995888  x   1.00003752  =   0.99999640
 ED1288!UTM  17      -   0.99995888  x   0.99975369  =   0.99971258
 ED1288
 ED1288:                Primary Azimuth Mark                     Grid Az
 ED1288:SPC SC       -  42 378                                   001 26 44.4
 ED1288:UTM  17      -  42 378                                   001 28 05.0
 ED1288
 ED1288|---------------------------------------------------------------------|
 ED1288| PID    Reference Object                     Distance      Geod. Az  |
 ED1288|                                                           dddmmss.s |
 ED1288| ED1287 42 378                              456.534 METERS 0004604.0 |
 ED1288|---------------------------------------------------------------------|
 ED1288
 ED1288                          SUPERSEDED SURVEY CONTROL
 ED1288
 ED1288  NAD 83(1995)-  34 56 04.05916(N)    082 13 21.92734(W) AD(       ) 1
 ED1288  ELLIP H (12/20/99)  261.98   (m)                       GP(       ) 4 1
 ED1288  NAD 83(1986)-  34 56 04.06888(N)    082 13 21.93153(W) AD(       ) 1
 ED1288  NGVD 29 (09/16/91)  293.437  (m)          962.72   (f) ADJUSTED    1 2
 ED1288
 ED1288.Superseded values are not recommended for survey control.
 ED1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1288.See file dsdata.txt to determine how the superseded data were derived.
 ED1288
 ED1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8832966457(NAD 83)
 ED1288_MARKER: DD = SURVEY DISK
 ED1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1288_SP_SET: CONCRETE POST
 ED1288_STAMPING: 42 379 1988
 ED1288_MARK LOGO: SCGS  
 ED1288_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1288+STABILITY: SURFACE MOTION
 ED1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1288+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 ED1288
 ED1288  HISTORY     - Date     Condition        Report By
 ED1288  HISTORY     - 1988     MONUMENTED       SCGS
 ED1288  HISTORY     - 19891215 GOOD             SCGS
 ED1288  HISTORY     - 19900614 GOOD
 ED1288  HISTORY     - 20000801 GOOD             SCGS
 ED1288
 ED1288                          STATION DESCRIPTION
 ED1288
 ED1288'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1288'STATION IS LOCATED 0.35 MI SOUTHEAST OF GREER, 4.5 MI WEST OF
 ED1288'DUNCAN. OWNERSHIP--VICTOR BAPTIST CHURCH, GREER, SC 29652.
 ED1288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357, 290 AND
 ED1288'101 IN GREER,GO SOUTHERLY ON HIGHWAY 101 FOR 0.15 MI TO THE MART ON
 ED1288'THE RIGHT, BEHIND BLEACHERS AT THE VICTOR BAPTIST CHURCH BASEBALL
 ED1288'FIELD.
 ED1288'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 69.4 FT WEST OF
 ED1288'THE CENTER OF THE SOUTHBOUND LANES OF HIGHWAY 101, 24.6 FT EAST
 ED1288'NORTHEAST OF THE NORTHEAST CORNER OF CONCESSION STAND, 56.O FT
 ED1288'SOUTHWEST OF THE SOUTHWEST CORNER OF A DUGOUT SHELTER, 4.0 FT NORTH
 ED1288'OF A CHAIN LINT FENCE.
 ED1288
 ED1288                          STATION RECOVERY (1989)
 ED1288
 ED1288'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1288'RECOVERED IN GOOD CONDITION.
 ED1288
 ED1288                          STATION RECOVERY (1990)
 ED1288
 ED1288'RECOVERED 1990
 ED1288'RECOVERED IN GOOD CONDITION.
 ED1288
 ED1288                          STATION RECOVERY (2000)
 ED1288
 ED1288'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1288'STATION IS LOCATED IN GREER, 16.8 MILES (27.0 KM) WEST OF SPARTANBURG.
 ED1288'OWNERSHIP--VICTOR BAPTIST CHURCH, 105 SOUTH LINE STREET, GREER, SC
 ED1288'29652.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101
 ED1288'(LINE STREET) , 357 (EAST POINSETT STREET) AND 290 IN GREER, GO SOUTH
 ED1288'ON HIGHWAY 101 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT
 ED1288'NEAR A SET OF BASEBALL FIELD BLEACHERS.  STATION IS A CONCRETE POST
 ED1288'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 14.6 FEET (4.5 M)
 ED1288'SOUTHEAST OF THE SOUTHWEST CORNER OF A SET OF CINDER BLOCK BLEACHERS,
 ED1288'34.5 FEET (10.5 M) EAST OF THE EAST CORNER OF A CINDER BLOCK
 ED1288'CONCESSION STAND, 24.2 FEET (7.4 M) EAST NORTHEAST OF A LIGHT POST
 ED1288'WITH THREE FLOODLIGHTS AND A SCGS REFERENCE WASHER ATTACHED, 44.2 FEET
 ED1288'(13.5 M) WEST NORTHWEST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE
 ED1288'SURROUNDING THE BASEBALL FIELD, 87.2 FEET (26.6 M) WEST OF THE CENTER
 ED1288'OF THE HIGHWAY.  RECOVERED BY D.L. BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1291 ***********************************************************************
 ED1291  DESIGNATION -  42 380
 ED1291  PID         -  ED1291
 ED1291  STATE/COUNTY-  SC/SPARTANBURG
 ED1291  USGS QUAD   -  GREER (1983)
 ED1291
 ED1291                         *CURRENT SURVEY CONTROL
 ED1291  ___________________________________________________________________
 ED1291* NAD 83(2001)-  34 54 28.94355(N)    082 11 53.57092(W)     ADJUSTED  
 ED1291* NAVD 88     -       292.231  (meters)     958.76   (feet)  ADJUSTED  
 ED1291  ___________________________________________________________________
 ED1291  X           -     710,834.362 (meters)                     COMP
 ED1291  Y           -  -5,188,014.762 (meters)                     COMP
 ED1291  Z           -   3,629,654.493 (meters)                     COMP
 ED1291  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 ED1291  ELLIP HEIGHT-         260.88  (meters)          (03/13/03) GPS OBS
 ED1291  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 ED1291  DYNAMIC HT  -         291.937 (meters)     957.80  (feet)  COMP
 ED1291  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 ED1291
 ED1291  HORZ ORDER  -  FIRST
 ED1291  VERT ORDER  -  FIRST     CLASS II
 ED1291  ELLP ORDER  -  FOURTH    CLASS II
 ED1291
 ED1291.The horizontal coordinates were established by GPS observations
 ED1291.and adjusted by the National Geodetic Survey in March 2003..
 ED1291
 ED1291.The orthometric height was determined by differential leveling
 ED1291.and adjusted by the National Geodetic Survey in June 1991..
 ED1291
 ED1291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1291
 ED1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1291
 ED1291.The ellipsoidal height was determined by GPS observations
 ED1291.and is referenced to NAD 83.
 ED1291
 ED1291.The geoid height was determined by GEOID03.
 ED1291
 ED1291.The dynamic height is computed by dividing the NAVD 88
 ED1291.geopotential number by the normal gravity value computed on the
 ED1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1291.degrees latitude (g = 980.6199 gals.).
 ED1291
 ED1291.The modeled gravity was interpolated from observed gravity values.
 ED1291
 ED1291;                    North         East     Units Scale Factor Converg.
 ED1291;SPC SC       -   341,628.964   500,094.442   MT  1.00002741   -0 39 51.4
 ED1291;SPC SC       - 1,120,829.93  1,640,729.80   iFT  1.00002741   -0 39 51.4
 ED1291;UTM  17      - 3,863,500.179   390,536.015   MT  0.99974768   -0 41 08.7
 ED1291
 ED1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1291!SPC SC       -   0.99995905  x   1.00002741  =   0.99998646
 ED1291!UTM  17      -   0.99995905  x   0.99974768  =   0.99970674
 ED1291
 ED1291                          SUPERSEDED SURVEY CONTROL
 ED1291
 ED1291  NAD 83(1995)-  34 54 28.94397(N)    082 11 53.56949(W) AD(       ) 1
 ED1291  ELLIP H (12/20/99)  260.92   (m)                       GP(       ) 4 1
 ED1291  NAD 83(1986)-  34 54 28.95373(N)    082 11 53.57241(W) AD(       ) 1
 ED1291  NGVD 29 (09/16/91)  292.319  (m)          959.05   (f) ADJUSTED    1 2
 ED1291
 ED1291.Superseded values are not recommended for survey control.
 ED1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1291.See file dsdata.txt to determine how the superseded data were derived.
 ED1291
 ED1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9053663500(NAD 83)
 ED1291_MARKER: DD = SURVEY DISK
 ED1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1291_SP_SET: CONCRETE POST
 ED1291_STAMPING: 42 380 1988
 ED1291_MARK LOGO: SCGS  
 ED1291_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1291+STABILITY: SURFACE MOTION
 ED1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1291+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ED1291
 ED1291  HISTORY     - Date     Condition        Report By
 ED1291  HISTORY     - 1988     MONUMENTED       SCGS
 ED1291  HISTORY     - 19891215 GOOD             SCGS
 ED1291  HISTORY     - 19900613 GOOD
 ED1291  HISTORY     - 20000801 GOOD             SCGS
 ED1291  HISTORY     - 20010122 GOOD             SCGS
 ED1291
 ED1291                          STATION DESCRIPTION
 ED1291
 ED1291'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1291'STATION IS LOCATED 2.7 MI SOUTH SOUTHEAST OF GREER, 3.6 MI
 ED1291'NORTHWEST OF DUNCAN. OWNERSHIP--SATTERFIELD WOODWORKING, INC., P.O.
 ED1291'BOX 550, HIGHWAY 101, GREER, SC 29652. PHONE-803-877-0706.
 ED1291'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357, 290 AND
 ED1291'101 IN GREER, GO SOUTHERLY ON HIGHWAY 101 FOR 2.65 MI TO THE
 ED1291'ENTRANCE DRIVE TO SATTERFIELD WOODWORKING INC., TURN LEFT ON ENTRANCE
 ED1291'DRIVE FOR 0.05 MI TO THE MART ON THE LEFT, NEAR A SECURITY LIGHT
 ED1291'POLE IN FRONT OF THE BUILDING.
 ED1291'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 111.8 FT SOUTHWEST
 ED1291'OF THE WEST CORNER OF THE BUILDING, 166.7 FT NORTH NORTHWEST OF THE
 ED1291'CENTER OF THE ENTRANCE DRIVE, 34.4 FT SOUTHWEST OF THE LIGHT POLE,
 ED1291'98.4 FT WEST SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING.
 ED1291
 ED1291                          STATION RECOVERY (1989)
 ED1291
 ED1291'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1291'RECOVERED IN GOOD CONDITION.
 ED1291
 ED1291                          STATION RECOVERY (1990)
 ED1291
 ED1291'RECOVERED 1990
 ED1291'RECOVERED IN GOOD CONDITION.
 ED1291
 ED1291                          STATION RECOVERY (2000)
 ED1291
 ED1291'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED1291'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTHEAST OF GREER, 15.5 MILES
 ED1291'(24.9 KM) WEST OF SPARTANBURG.  OWNERSHIP--SATTERFIELD WOODWORKING,
 ED1291'INCORPORATED, P.O.  BOX 550, HIGHWAY 101, GREER, SC 29652, PHONE
 ED1291'864-877-0706.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED1291'HIGHWAYS 101 (LINE STREET) 357 AND 290 (EAST POINSETT STREET) IN
 ED1291'GREER, GO SOUTH ON HIGHWAY 101 FOR 2.65 MILES (4.26 KM) TO THE PAVED
 ED1291'ENTRANCE TO THE SATTERFIELD WOODWORKING COMPANY, TURN LEFT ON THE
 ED1291'ENTRANCE DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A LIGHT
 ED1291'POLE.  STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 ED1291'(0.6 M) BELOW THE DRIVE, 110.2 FEET (33.6 M) SOUTHWEST OF THE WEST
 ED1291'CORNER OF THE BUILDING, 168.2 FEET (51.3 M) NORTH NORTHWEST OF THE
 ED1291'CENTER OF THE ENTRANCE DRIVE, 34.7 FEET (10.6 M) SOUTHWEST OF A POWER
 ED1291'POLE WITH A SECURITY LIGHT AND A SCGS REFERENCE WASHER ATTACHED, 86.4
 ED1291'FEET (26.3 M) NORTHWEST OF A POWER POLE WITH A SECURITY LIGHT AND A
 ED1291'SCGS REFERENCE WASHER ATTACHED, 34.3 FEET (10.5 M) SOUTHWEST OF A
 ED1291'WITNESS POST.
 ED1291
 ED1291                          STATION RECOVERY (2001)
 ED1291
 ED1291'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 ED1291'STATION IS LOCATED 2.65 MILES (4.26 KM) SOUTHEAST OF GREER, 15.35
 ED1291'MILES (24.70 KM) WEST OF SPARTANBURG.  OWNERSHIP--SATTERFIELD
 ED1291'WOODWORKING INCORPORATED, P.O.  BOX 550, HWY 101, GREER, SC 29652,
 ED1291'PHONE 864-877-0706.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED1291'HIGHWAYS 357, 290 AND 101 (POINSETT STREET AND SOUTH LINE STREET) IN
 ED1291'GREER, GO SOUTH SOUTHEAST ON HIGHWAY 101 FOR 2.65 MILES (4.26 KM) TO
 ED1291'AN ENTRANCE DRIVE LEFT LEADING TO A METAL-SIDED BUILDING (SATTERFIELD
 ED1291'WOODWORKING INCORPORATED) , TURN LEFT ON THE ENTRANCE DRIVE FOR 0.05
 ED1291'MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A SECURITY LIGHT POLE
 ED1291'IN FRONT OF THE MAIN ENTRANCE OF THE BUILDING.  STATION IS A CONCRETE
 ED1291'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ENTRANCE DRIVE, 111.1
 ED1291'FEET (33.9 M) SOUTHWEST OF THE WEST CORNER OF THE BUILDING, 168.0 FEET
 ED1291'(51.2 M) NORTH NORTHWEST OF THE CENTER OF THE ENTRANCE DRIVE, 34.5
 ED1291'FEET (10.5 M) SOUTHWEST OF THE SECURITY LIGHT POLE, 98.1 FEET (29.9 M)
 ED1291'WEST SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING, 34.1 FEET (10.4
 ED1291'M) SOUTHWEST OF A WITNESS POST.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1295 ***********************************************************************
 ED1295  DESIGNATION -  42 381
 ED1295  PID         -  ED1295
 ED1295  STATE/COUNTY-  SC/SPARTANBURG
 ED1295  USGS QUAD   -  GREER (1983)
 ED1295
 ED1295                         *CURRENT SURVEY CONTROL
 ED1295  ___________________________________________________________________
 ED1295* NAD 83(2001)-  34 54 13.61828(N)    082 10 09.30461(W)     ADJUSTED  
 ED1295* NAVD 88     -       283.033  (meters)     928.58   (feet)  ADJUSTED  
 ED1295  ___________________________________________________________________
 ED1295  X           -     713,492.595 (meters)                     COMP
 ED1295  Y           -  -5,187,915.053 (meters)                     COMP
 ED1295  Z           -   3,629,261.920 (meters)                     COMP
 ED1295  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 ED1295  ELLIP HEIGHT-         251.70  (meters)          (03/27/03) GPS OBS
 ED1295  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 ED1295  DYNAMIC HT  -         282.750 (meters)     927.66  (feet)  COMP
 ED1295  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 ED1295
 ED1295  HORZ ORDER  -  FIRST
 ED1295  VERT ORDER  -  FIRST     CLASS II
 ED1295  ELLP ORDER  -  FOURTH    CLASS II
 ED1295
 ED1295.The horizontal coordinates were established by GPS observations
 ED1295.and adjusted by the National Geodetic Survey in March 2003..
 ED1295
 ED1295.The orthometric height was determined by differential leveling
 ED1295.and adjusted by the National Geodetic Survey in June 1991..
 ED1295
 ED1295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1295
 ED1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1295
 ED1295.The ellipsoidal height was determined by GPS observations
 ED1295.and is referenced to NAD 83.
 ED1295
 ED1295.The geoid height was determined by GEOID03.
 ED1295
 ED1295.The dynamic height is computed by dividing the NAVD 88
 ED1295.geopotential number by the normal gravity value computed on the
 ED1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1295.degrees latitude (g = 980.6199 gals.).
 ED1295
 ED1295.The modeled gravity was interpolated from observed gravity values.
 ED1295
 ED1295;                    North         East     Units Scale Factor Converg.
 ED1295;SPC SC       -   341,126.396   502,735.919   MT  1.00002580   -0 38 53.6
 ED1295;SPC SC       - 1,119,181.09  1,649,396.06   iFT  1.00002580   -0 38 53.6
 ED1295;UTM  17      - 3,862,996.776   393,176.560   MT  0.99974064   -0 40 08.8
 ED1295
 ED1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1295!SPC SC       -   0.99996049  x   1.00002580  =   0.99998629
 ED1295!UTM  17      -   0.99996049  x   0.99974064  =   0.99970114
 ED1295
 ED1295                          SUPERSEDED SURVEY CONTROL
 ED1295
 ED1295  NAD 83(1995)-  34 54 13.61853(N)    082 10 09.30334(W) AD(       ) 1
 ED1295  ELLIP H (12/20/99)  251.71   (m)                       GP(       ) 4 1
 ED1295  NAD 83(1986)-  34 54 13.62938(N)    082 10 09.30616(W) AD(       ) 1
 ED1295  NAVD 88 (01/05/05)  283.03   (m)          928.6    (f) LEVELING    3  
 ED1295  NGVD 29 (09/16/91)  283.124  (m)          928.88   (f) ADJUSTED    1 2
 ED1295
 ED1295.Superseded values are not recommended for survey control.
 ED1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1295.See file dsdata.txt to determine how the superseded data were derived.
 ED1295
 ED1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9317762997(NAD 83)
 ED1295_MARKER: DD = SURVEY DISK
 ED1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1295_SP_SET: CONCRETE POST
 ED1295_STAMPING: 42 381 1988
 ED1295_MARK LOGO: SCGS  
 ED1295_PROJECTION: FLUSH
 ED1295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1295+STABILITY: SURFACE MOTION
 ED1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1295+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ED1295
 ED1295  HISTORY     - Date     Condition        Report By
 ED1295  HISTORY     - 1988     MONUMENTED       SCGS
 ED1295  HISTORY     - 19891215 GOOD             SCGS
 ED1295  HISTORY     - 19900607 GOOD
 ED1295  HISTORY     - 20040819 GOOD             WOOLPT
 ED1295
 ED1295                          STATION DESCRIPTION
 ED1295
 ED1295'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1295'STATION IS LOCATED 4.1 MI SOUTHEAST OF GREER, AND 2.7 MI SOUTH
 ED1295'SOUTHWEST OF DUNCAN. OWNERSHIP--WOODS CHAPLE METHODIST CHURCH, GREER,
 ED1295'SC 29652.
 ED1295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357, 290 AND
 ED1295'101 IN GREER, GO SOUTHERLY ON HIGHWAY 101 FOR 4.2 MI TO THE JUNCTION
 ED1295'OF STATE ROAD 221, (1.0 MI NORTH OF THE JUNCTION OF INTERSTATE 85),
 ED1295'TURN LEFT ON ROAD 221 FOR 0.2 MI TO THE MART ON THE LEFT, AT THE
 ED1295'SOUTH EDGE OF A CEMETERY AT THE WOODS CHAPLE METHODIST CHURCH.
 ED1295'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 187.0 FT WEST OF
 ED1295'THE SOUTHWEST CORNER OF THE CHAPLE, 159.8 FT NORTH NORTHEAST OF THE
 ED1295'CENTER OF THE ROAD, 106.4 FT WEST SOUTHWEST OF A LONE OAT TREE,
 ED1295'12.2 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A HEADSTONE (DEYOUNG),
 ED1295'26.0 FT NORTHEAST OF THE NORTHEAST CORNER OF A HEADSTONE (GOWAN).
 ED1295
 ED1295                          STATION RECOVERY (1989)
 ED1295
 ED1295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1295'RECOVERED IN GOOD CONDITION.
 ED1295
 ED1295                          STATION RECOVERY (1990)
 ED1295
 ED1295'RECOVERED 1990
 ED1295'RECOVERED IN GOOD CONDITION.
 ED1295
 ED1295                          STATION RECOVERY (2004)
 ED1295
 ED1295'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 ED1295'RECOVERED AS DESCRIBED- JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1298 ***********************************************************************
 ED1298  DESIGNATION -  42 382
 ED1298  PID         -  ED1298
 ED1298  STATE/COUNTY-  SC/SPARTANBURG
 ED1298  USGS QUAD   -  GREER (1983)
 ED1298
 ED1298                         *CURRENT SURVEY CONTROL
 ED1298  ___________________________________________________________________
 ED1298* NAD 83(2001)-  34 52 38.00348(N)    082 09 03.37580(W)     ADJUSTED  
 ED1298* NAVD 88     -       271.496  (meters)     890.73   (feet)  ADJUSTED  
 ED1298  ___________________________________________________________________
 ED1298  X           -     715,379.669 (meters)                     COMP
 ED1298  Y           -  -5,189,347.077 (meters)                     COMP
 ED1298  Z           -   3,626,838.393 (meters)                     COMP
 ED1298  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 ED1298  ELLIP HEIGHT-         240.19  (meters)          (03/27/03) GPS OBS
 ED1298  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 ED1298  DYNAMIC HT  -         271.225 (meters)     889.84  (feet)  COMP
 ED1298  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 ED1298
 ED1298  HORZ ORDER  -  FIRST
 ED1298  VERT ORDER  -  FIRST     CLASS II
 ED1298  ELLP ORDER  -  FOURTH    CLASS II
 ED1298
 ED1298.The horizontal coordinates were established by GPS observations
 ED1298.and adjusted by the National Geodetic Survey in March 2003..
 ED1298
 ED1298.The orthometric height was determined by differential leveling
 ED1298.and adjusted by the National Geodetic Survey in June 1991..
 ED1298
 ED1298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1298
 ED1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1298
 ED1298.The ellipsoidal height was determined by GPS observations
 ED1298.and is referenced to NAD 83.
 ED1298
 ED1298.The geoid height was determined by GEOID03.
 ED1298
 ED1298.The dynamic height is computed by dividing the NAVD 88
 ED1298.geopotential number by the normal gravity value computed on the
 ED1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1298.degrees latitude (g = 980.6199 gals.).
 ED1298
 ED1298.The modeled gravity was interpolated from observed gravity values.
 ED1298
 ED1298;                    North         East     Units Scale Factor Converg.
 ED1298;SPC SC       -   338,161.237   504,376.808   MT  1.00001590   -0 38 17.1
 ED1298;SPC SC       - 1,109,452.88  1,654,779.55   iFT  1.00001590   -0 38 17.1
 ED1298;UTM  17      - 3,860,031.868   394,815.926   MT  0.99973636   -0 39 29.5
 ED1298
 ED1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1298!SPC SC       -   0.99996230  x   1.00001590  =   0.99997820
 ED1298!UTM  17      -   0.99996230  x   0.99973636  =   0.99969867
 ED1298
 ED1298:                Primary Azimuth Mark                     Grid Az
 ED1298:SPC SC       -  42 383                                   136 44 49.8
 ED1298:UTM  17      -  42 383                                   136 46 02.2
 ED1298
 ED1298|---------------------------------------------------------------------|
 ED1298| PID    Reference Object                     Distance      Geod. Az  |
 ED1298|                                                           dddmmss.s |
 ED1298| ED1280 42 383                              APPROX. 1.1 KM 1360632.7 |
 ED1298|---------------------------------------------------------------------|
 ED1298
 ED1298                          SUPERSEDED SURVEY CONTROL
 ED1298
 ED1298  NAD 83(1995)-  34 52 38.00366(N)    082 09 03.37468(W) AD(       ) 1
 ED1298  ELLIP H (12/20/99)  240.20   (m)                       GP(       ) 4 1
 ED1298  NAD 83(1986)-  34 52 38.01446(N)    082 09 03.37740(W) AD(       ) 1
 ED1298  NGVD 29 (09/16/91)  271.590  (m)          891.04   (f) ADJUSTED    1 2
 ED1298
 ED1298.Superseded values are not recommended for survey control.
 ED1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1298.See file dsdata.txt to determine how the superseded data were derived.
 ED1298
 ED1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9481660032(NAD 83)
 ED1298_MARKER: DD = SURVEY DISK
 ED1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1298_SP_SET: CONCRETE POST
 ED1298_STAMPING: 42 382 1988
 ED1298_MARK LOGO: SCGS  
 ED1298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1298+STABILITY: SURFACE MOTION
 ED1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1298+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 ED1298
 ED1298  HISTORY     - Date     Condition        Report By
 ED1298  HISTORY     - 1988     MONUMENTED       SCGS
 ED1298  HISTORY     - 19891215 GOOD             SCGS
 ED1298  HISTORY     - 19900606 GOOD
 ED1298
 ED1298                          STATION DESCRIPTION
 ED1298
 ED1298'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1298'STATION IS LOCATED 6.1 MI SOUTH SOUTHEAST OF GREER, 4.15 MI SOUTH
 ED1298'OF DUNCAN. OWNERSHIP--ABNER CREET BAPTIST CHURCH, PELHAM, SC 29651.
 ED1298'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED1298'STATE HIGHWAY 101, (2.7 MI SOUTH OF DUNCAN), GO SOUTHEAST ON HIGHWAY
 ED1298'101 FOR 1.15 MI TO THE JUNCTION OF STATE ROAD 63, TURN RIGHT ON ROAD
 ED1298'63 FOR 0.15 MI TO A SAND ROAD RIGHT, ON THE WEST SIDE OF THE ABNER
 ED1298'CREET BAPTIST CHURCH, TURN RIGHT ON SAND ROAD FOR 0.1 MI TO A
 ED1298'BASEBALL DIAMOND AND THE MART ON THE LEFT IN THE CENTERFIELD, NEAR A
 ED1298'GATE IN THE FENCE AROUND THE BALL DIAMOND.
 ED1298'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 39.0 FT NORTH
 ED1298'NORTHEAST OF A LIGHT POLE WITH A GUY WIRE, 66.5 FT WEST SOUTHWEST OF
 ED1298'A LIGHT POLE, 15.2 FT WEST OF THE CENTER OF THE GATE, 9.7 FT
 ED1298'NORTHWEST OF THE FENCE.
 ED1298
 ED1298                          STATION RECOVERY (1989)
 ED1298
 ED1298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1298'RECOVERED IN GOOD CONDITION.
 ED1298
 ED1298                          STATION RECOVERY (1990)
 ED1298
 ED1298'RECOVERED 1990
 ED1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1280 ***********************************************************************
 ED1280  DESIGNATION -  42 383
 ED1280  PID         -  ED1280
 ED1280  STATE/COUNTY-  SC/SPARTANBURG
 ED1280  USGS QUAD   -  PELHAM (1983)
 ED1280
 ED1280                         *CURRENT SURVEY CONTROL
 ED1280  ___________________________________________________________________
 ED1280* NAD 83(2001)-  34 52 13.05911(N)    082 08 34.26049(W)     ADJUSTED  
 ED1280* NAVD 88     -       264.832  (meters)     868.87   (feet)  ADJUSTED  
 ED1280  ___________________________________________________________________
 ED1280  X           -     716,171.504 (meters)                     COMP
 ED1280  Y           -  -5,189,676.046 (meters)                     COMP
 ED1280  Z           -   3,626,203.923 (meters)                     COMP
 ED1280  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ED1280  ELLIP HEIGHT-         233.54  (meters)          (03/27/03) GPS OBS
 ED1280  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 ED1280  DYNAMIC HT  -         264.567 (meters)     868.00  (feet)  COMP
 ED1280  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 ED1280
 ED1280  HORZ ORDER  -  FIRST
 ED1280  VERT ORDER  -  FIRST     CLASS II
 ED1280  ELLP ORDER  -  FOURTH    CLASS II
 ED1280
 ED1280.The horizontal coordinates were established by GPS observations
 ED1280.and adjusted by the National Geodetic Survey in March 2003..
 ED1280
 ED1280.The orthometric height was determined by differential leveling
 ED1280.and adjusted by the National Geodetic Survey in June 1991..
 ED1280
 ED1280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1280
 ED1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1280
 ED1280.The ellipsoidal height was determined by GPS observations
 ED1280.and is referenced to NAD 83.
 ED1280
 ED1280.The geoid height was determined by GEOID03.
 ED1280
 ED1280.The dynamic height is computed by dividing the NAVD 88
 ED1280.geopotential number by the normal gravity value computed on the
 ED1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1280.degrees latitude (g = 980.6199 gals.).
 ED1280
 ED1280.The modeled gravity was interpolated from observed gravity values.
 ED1280
 ED1280;                    North         East     Units Scale Factor Converg.
 ED1280;SPC SC       -   337,384.377   505,107.676   MT  1.00001335   -0 38 00.9
 ED1280;SPC SC       - 1,106,904.12  1,657,177.41   iFT  1.00001335   -0 38 00.9
 ED1280;UTM  17      - 3,859,254.970   395,546.319   MT  0.99973447   -0 39 12.4
 ED1280
 ED1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1280!SPC SC       -   0.99996334  x   1.00001335  =   0.99997669
 ED1280!UTM  17      -   0.99996334  x   0.99973447  =   0.99969782
 ED1280
 ED1280:                Primary Azimuth Mark                     Grid Az
 ED1280:SPC SC       -  42 382                                   316 44 50.2
 ED1280:UTM  17      -  42 382                                   316 46 01.7
 ED1280
 ED1280|---------------------------------------------------------------------|
 ED1280| PID    Reference Object                     Distance      Geod. Az  |
 ED1280|                                                           dddmmss.s |
 ED1280| ED1298 42 382                              APPROX. 1.1 KM 3160649.3 |
 ED1280|---------------------------------------------------------------------|
 ED1280
 ED1280                          SUPERSEDED SURVEY CONTROL
 ED1280
 ED1280  NAD 83(1995)-  34 52 13.05924(N)    082 08 34.25948(W) AD(       ) 1
 ED1280  ELLIP H (12/20/99)  233.55   (m)                       GP(       ) 4 1
 ED1280  NAD 83(1986)-  34 52 13.06997(N)    082 08 34.26201(W) AD(       ) 1
 ED1280  NAVD 88 (03/10/92)  264.83   (m)          868.9    (f) LEVELING    3  
 ED1280  NGVD 29 (09/16/91)  264.926  (m)          869.18   (f) ADJUSTED    1 2
 ED1280
 ED1280.Superseded values are not recommended for survey control.
 ED1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1280.See file dsdata.txt to determine how the superseded data were derived.
 ED1280
 ED1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9554659255(NAD 83)
 ED1280_MARKER: DD = SURVEY DISK
 ED1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1280_SP_SET: CONCRETE POST
 ED1280_STAMPING: 42 383 1988
 ED1280_MARK LOGO: SCGS  
 ED1280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1280+STABILITY: SURFACE MOTION
 ED1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1280+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 ED1280
 ED1280  HISTORY     - Date     Condition        Report By
 ED1280  HISTORY     - 1988     MONUMENTED       SCGS
 ED1280  HISTORY     - 19890407 GOOD             SCGS
 ED1280  HISTORY     - 19891215 GOOD             SCGS
 ED1280  HISTORY     - 19900606 GOOD
 ED1280
 ED1280                          STATION DESCRIPTION
 ED1280
 ED1280'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1280'STATION IS LOCATED 6.7 MI SOUTHEAST OF GREER, 4.7 MI SOUTH OF
 ED1280'DUNCAN. OWNERSHIP--MR. GEORGE WEATHERS, DHPT PRECONSTRUCTION ENGINEER,
 ED1280'P. O. BOX 191, COLUMBIA, SC 29202.
 ED1280'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED1280'STATE HIGHWAY 101, (2.7 MI SOUTH OF DUNCAN), GO SOUTHEAST ON HIGHWAY
 ED1280'101 FOR 1.85 MI TO THE MART ON THE RIGHT, NEAR A POWERPOLE IN FRONT
 ED1280'OF AN ALUMINUM BUILDING (W.P.LAW, INC., PUMPS, PIPES AND IRRIGATION).
 ED1280'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 83.0 FT NORTHEAST
 ED1280'OF THE SOUTHEAST CORNER OF THE BUILDING, 57.0 FT SOUTH SOUTHEAST OF
 ED1280'THE CENTER OF AN ENTRANCE DRIVE TO THE BUILDING, 32.7 FT WEST
 ED1280'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 11.5 FT NORTHWEST OF THE
 ED1280'POWER POLE.
 ED1280
 ED1280                          STATION RECOVERY (1989)
 ED1280
 ED1280'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1280'RECOVERED IN GOOD CONDITION.
 ED1280
 ED1280                          STATION RECOVERY (1989)
 ED1280
 ED1280'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED1280'RECOVERED IN GOOD CONDITION.
 ED1280
 ED1280                          STATION RECOVERY (1990)
 ED1280
 ED1280'RECOVERED 1990
 ED1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1576 ***********************************************************************
 FA1576  DESIGNATION -  42 384
 FA1576  PID         -  FA1576
 FA1576  STATE/COUNTY-  SC/SPARTANBURG
 FA1576  USGS QUAD   -  COWPENS (1983)
 FA1576
 FA1576                         *CURRENT SURVEY CONTROL
 FA1576  ___________________________________________________________________
 FA1576* NAD 83(1986)-  35 05 50.     (N)    081 51 05.     (W)     SCALED    
 FA1576* NAVD 88     -       270.839  (meters)     888.58   (feet)  ADJUSTED  
 FA1576  ___________________________________________________________________
 FA1576  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FA1576  DYNAMIC HT  -         270.570 (meters)     887.70  (feet)  COMP
 FA1576  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 FA1576
 FA1576  VERT ORDER  -  FIRST     CLASS II
 FA1576
 FA1576.The horizontal coordinates were scaled from a topographic map and have
 FA1576.an estimated accuracy of +/- 6 seconds.
 FA1576
 FA1576.The orthometric height was determined by differential leveling
 FA1576.and adjusted by the National Geodetic Survey in June 1991..
 FA1576
 FA1576.The geoid height was determined by GEOID03.
 FA1576
 FA1576.The dynamic height is computed by dividing the NAVD 88
 FA1576.geopotential number by the normal gravity value computed on the
 FA1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1576.degrees latitude (g = 980.6199 gals.).
 FA1576
 FA1576.The modeled gravity was interpolated from observed gravity values.
 FA1576
 FA1576;                    North         East    Units  Estimated Accuracy
 FA1576;SPC SC       -   362,300.      531,960.      MT  (+/- 180 meters Scaled)
 FA1576
 FA1576                          SUPERSEDED SURVEY CONTROL
 FA1576
 FA1576  NGVD 29 (09/16/91)  270.938  (m)          888.90   (f) ADJUSTED    1 2
 FA1576
 FA1576.Superseded values are not recommended for survey control.
 FA1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1576.See file dsdata.txt to determine how the superseded data were derived.
 FA1576
 FA1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU224841(NAD 83)
 FA1576_MARKER: DD = SURVEY DISK
 FA1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1576_SP_SET: CONCRETE POST
 FA1576_STAMPING: 42 384 1988
 FA1576_MARK LOGO: SCGS  
 FA1576_PROJECTION: FLUSH
 FA1576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1576+STABILITY: SURFACE MOTION
 FA1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1576+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 FA1576
 FA1576  HISTORY     - Date     Condition        Report By
 FA1576  HISTORY     - 1988     MONUMENTED       SCGS
 FA1576  HISTORY     - 20020730 GOOD             SCGS
 FA1576
 FA1576                          STATION DESCRIPTION
 FA1576
 FA1576'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 FA1576'STATION IS LOCATED 3.7 MI SOUTH OF CHESNEE, 6.3 MI NORTH OF
 FA1576'COWPENS. OWNERSHIP--R.C. CUDD, 192 CUDD ROAD, MAYO, SC 29368
 FA1576'PHONE-803-461-2368.
 FA1576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221, 221
 FA1576'ALTERNATE AND STATE HIGHWAY 11 IN CHESNEE, GO SOUTH SOUTHWEST ON
 FA1576'HIGHWAY 221 FOR 3.85 MI TO THE JUNCTION OF CUDD ROAD, TURN LEFT ON
 FA1576'CUDD ROAD FOR 0.25 MI TO THE JUNCTION OF TURNER ROAD AND THE MARK IN
 FA1576'THE SOUTHEAST ANGLE OF A PAVED DRIVE.
 FA1576'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 83.7 FT SOUTH
 FA1576'SOUTHEAST OF THE CENTER OF CUDD ROAD, 71.5 FT SOUTHWEST OF A 5-INCH
 FA1576'PINE TREE, 67.0 FT SOUTH OF THE CENTER OF TURNER ROAD, 42.5 FT
 FA1576'SOUTH OF A WITNESS POST, 11.5 FT EAST OF THE CENTER OF THE DRIVE.
 FA1576
 FA1576                          STATION RECOVERY (2002)
 FA1576
 FA1576'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA1576'STATION IS LOCATED 3.5 MILES SOUTH OF CHESNEE, 11.2 MILES NORTH
 FA1576'NORTHEAST OF
 FA1576'SPARTANBURG. OWNERSHIP--R.C. CUDD, 192 CUDD ROAD, MAYO, SC 29368,
 FA1576'PHONE
 FA1576'864-461-2368.
 FA1576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA1576'AVENUE),
 FA1576'221 ALTERNATE AND STATE HIGHWAY 11 (CHEROKEE STREET AND CHEROKEE
 FA1576'FOOTHILLS
 FA1576'SCENIC HIGHWAY) IN CHESNEE, GO SOUTH ON HIGHWAY 221 FOR 3.9 MILES TO
 FA1576'THE JUNCTION
 FA1576'OF CUDD STREET LEFT, TURN LEFT ON CUDD STREET FOR 0.25 MILE TO THE
 FA1576'STATION ON THE
 FA1576'RIGHT IN AN OPEN AREA IN THE SOUTHEAST ANGLE OF A PAVED DRIVEWAY
 FA1576'LEADING TO A
 FA1576'BRICK HOUSE NUMBER 192 AND A PAVED ROAD RIGHT (TURNER ROAD).
 FA1576'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA1576'DRIVEWAY, 11.4 FEET
 FA1576'EAST OF THE CENTER OF THE DRIVEWAY, 65.5 FEET SOUTH OF THE CENTER OF
 FA1576'TURNER ROAD, 47.0
 FA1576'FEET SOUTHEAST OF A METAL WATER METER COVER WITH A CONCRETE COLLAR,
 FA1576'82.6 FEET
 FA1576'SOUTHEAST OF THE CENTER OF CUDD STREET, 42.0 FEET SOUTH OF  A WITNESS
 FA1576'POST.
 FA1576'RECOVERED BY T. HALL.
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576' 
 FA1576'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2464 ***********************************************************************
 EC2464  DESIGNATION -  42 385
 EC2464  PID         -  EC2464
 EC2464  STATE/COUNTY-  SC/SPARTANBURG
 EC2464  USGS QUAD   -  ENOREE (1969)
 EC2464
 EC2464                         *CURRENT SURVEY CONTROL
 EC2464  ___________________________________________________________________
 EC2464* NAD 83(2001)-  34 44 41.84486(N)    081 58 38.29927(W)     ADJUSTED  
 EC2464* NAVD 88     -       211.256  (meters)     693.10   (feet)  ADJUSTED  
 EC2464  ___________________________________________________________________
 EC2464  X           -     732,264.691 (meters)                     COMP
 EC2464  Y           -  -5,195,401.392 (meters)                     COMP
 EC2464  Z           -   3,614,756.452 (meters)                     COMP
 EC2464  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EC2464  ELLIP HEIGHT-         180.20  (meters)          (03/27/03) GPS OBS
 EC2464  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 EC2464  DYNAMIC HT  -         211.047 (meters)     692.41  (feet)  COMP
 EC2464  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 EC2464
 EC2464  HORZ ORDER  -  FIRST
 EC2464  VERT ORDER  -  FIRST     CLASS II
 EC2464  ELLP ORDER  -  FOURTH    CLASS II
 EC2464
 EC2464.The horizontal coordinates were established by GPS observations
 EC2464.and adjusted by the National Geodetic Survey in March 2003..
 EC2464
 EC2464.The orthometric height was determined by differential leveling
 EC2464.and adjusted by the National Geodetic Survey in June 1991..
 EC2464
 EC2464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2464
 EC2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2464
 EC2464.The ellipsoidal height was determined by GPS observations
 EC2464.and is referenced to NAD 83.
 EC2464
 EC2464.The geoid height was determined by GEOID03.
 EC2464
 EC2464.The dynamic height is computed by dividing the NAVD 88
 EC2464.geopotential number by the normal gravity value computed on the
 EC2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC2464.degrees latitude (g = 980.6199 gals.).
 EC2464
 EC2464.The modeled gravity was interpolated from observed gravity values.
 EC2464
 EC2464;                    North         East     Units Scale Factor Converg.
 EC2464;SPC SC       -   323,325.315   520,111.684   MT  0.99996979   -0 32 30.5
 EC2464;SPC SC       - 1,060,778.59  1,706,403.16   iFT  0.99996979   -0 32 30.5
 EC2464;UTM  17      - 3,845,195.200   410,541.910   MT  0.99969863   -0 33 25.3
 EC2464
 EC2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2464!SPC SC       -   0.99997171  x   0.99996979  =   0.99994151
 EC2464!UTM  17      -   0.99997171  x   0.99969863  =   0.99967035
 EC2464
 EC2464                          SUPERSEDED SURVEY CONTROL
 EC2464
 EC2464  NAD 83(1995)-  34 44 41.84482(N)    081 58 38.29868(W) AD(       ) 1
 EC2464  ELLIP H (12/20/99)  180.22   (m)                       GP(       ) 4 1
 EC2464  NAD 83(1986)-  34 44 41.85561(N)    081 58 38.30093(W) AD(       ) 1
 EC2464  NAVD 88 (03/23/92)  211.26   (m)          693.1    (f) LEVELING    3  
 EC2464  NGVD 29 (09/16/91)  211.368  (m)          693.46   (f) ADJUSTED    1 2
 EC2464
 EC2464.Superseded values are not recommended for survey control.
 EC2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2464.See file dsdata.txt to determine how the superseded data were derived.
 EC2464
 EC2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1054245195(NAD 83)
 EC2464_MARKER: DD = SURVEY DISK
 EC2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2464_SP_SET: CONCRETE POST
 EC2464_STAMPING: 42 385 1989
 EC2464_MARK LOGO: SCGS  
 EC2464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2464+STABILITY: SURFACE MOTION
 EC2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2464+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1990
 EC2464
 EC2464  HISTORY     - Date     Condition        Report By
 EC2464  HISTORY     - 1989     MONUMENTED       SCGS
 EC2464  HISTORY     - 19900426 GOOD             SCGS
 EC2464
 EC2464                          STATION DESCRIPTION
 EC2464
 EC2464'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2464'STATION IS LOCATED 3.4 MILES EAST OF WOODRUFF AND 6.35 MILES NORTH OF
 EC2464'ENOREE.  OWNERSHIP--RALPH D. KELLY JR., 1912 S.J. WORKMAN HIGHWAY,
 EC2464'WOODRUFF, SC 29388, PHONE 803-476-2796.
 EC2464'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 50 AND
 EC2464'INTERSTATE 26 (4.7 MILES EAST OF WOODRUFF), GO WEST ON ROAD 50 FOR
 EC2464'1.3 MILES TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE
 EC2464'SOUTHEAST ANGLE  OF THE JUNCTION OF STATE ROAD 232 (AIKEN ROAD), ROAD
 EC2464'232 IS ALSO THE ENTRANCE DRIVE TO THE WOODRUFF SHRINE CLUB.
 EC2464'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2 FEET BELOW ROAD
 EC2464'50, 129.6 FEET EAST OF THE CENTER OF ROAD 232, 84.0 FEET NORTHWEST OF
 EC2464'THE NORTHWEST CORNER OF A TWO-STORY WOODEN BUILDING, 73.0 FEET SOUTH
 EC2464'OF THE CENTER OF ROAD 50, 14.5 FEET SOUTHEAST OF THE POWER POLE WITH
 EC2464'POWER LINES CROSSING THE HIGHWAY, 14.5 FEET SOUTHEAST OF A WITNESS
 EC2464'POST.
 EC2464'DESCRIBED BY J.R. WERNER.
 EC2464
 EC2464                          STATION RECOVERY (1990)
 EC2464
 EC2464'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2463 ***********************************************************************
 EC2463  DESIGNATION -  42 386
 EC2463  PID         -  EC2463
 EC2463  STATE/COUNTY-  SC/SPARTANBURG
 EC2463  USGS QUAD   -  ENOREE (1969)
 EC2463
 EC2463                         *CURRENT SURVEY CONTROL
 EC2463  ___________________________________________________________________
 EC2463* NAD 83(2001)-  34 44 37.80764(N)    081 59 40.33460(W)     ADJUSTED  
 EC2463* NAVD 88     -       218.706  (meters)     717.54   (feet)  ADJUSTED  
 EC2463  ___________________________________________________________________
 EC2463  X           -     730,712.840 (meters)                     COMP
 EC2463  Y           -  -5,195,697.674 (meters)                     COMP
 EC2463  Z           -   3,614,658.473 (meters)                     COMP
 EC2463  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 EC2463  ELLIP HEIGHT-         187.66  (meters)          (03/27/03) GPS OBS
 EC2463  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 EC2463  DYNAMIC HT  -         218.488 (meters)     716.82  (feet)  COMP
 EC2463  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 EC2463
 EC2463  HORZ ORDER  -  FIRST
 EC2463  VERT ORDER  -  FIRST     CLASS II
 EC2463  ELLP ORDER  -  FOURTH    CLASS II
 EC2463
 EC2463.The horizontal coordinates were established by GPS observations
 EC2463.and adjusted by the National Geodetic Survey in March 2003..
 EC2463
 EC2463.The orthometric height was determined by differential leveling
 EC2463.and adjusted by the National Geodetic Survey in June 1991..
 EC2463
 EC2463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2463
 EC2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2463
 EC2463.The ellipsoidal height was determined by GPS observations
 EC2463.and is referenced to NAD 83.
 EC2463
 EC2463.The geoid height was determined by GEOID03.
 EC2463
 EC2463.The dynamic height is computed by dividing the NAVD 88
 EC2463.geopotential number by the normal gravity value computed on the
 EC2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC2463.degrees latitude (g = 980.6199 gals.).
 EC2463
 EC2463.The modeled gravity was interpolated from observed gravity values.
 EC2463
 EC2463;                    North         East     Units Scale Factor Converg.
 EC2463;SPC SC       -   323,215.968   518,532.660   MT  0.99996942   -0 33 04.9
 EC2463;SPC SC       - 1,060,419.84  1,701,222.64   iFT  0.99996942   -0 33 04.9
 EC2463;UTM  17      - 3,845,086.305   408,963.282   MT  0.99970215   -0 34 00.6
 EC2463
 EC2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2463!SPC SC       -   0.99997054  x   0.99996942  =   0.99993996
 EC2463!UTM  17      -   0.99997054  x   0.99970215  =   0.99967270
 EC2463
 EC2463:                Primary Azimuth Mark                     Grid Az
 EC2463:SPC SC       -  42 387                                   244 27 47.7
 EC2463:UTM  17      -  42 387                                   244 28 43.4
 EC2463
 EC2463|---------------------------------------------------------------------|
 EC2463| PID    Reference Object                     Distance      Geod. Az  |
 EC2463|                                                           dddmmss.s |
 EC2463| ED3251 42 387                              APPROX. 1.4 KM 2435442.8 |
 EC2463|---------------------------------------------------------------------|
 EC2463
 EC2463                          SUPERSEDED SURVEY CONTROL
 EC2463
 EC2463  NAD 83(1995)-  34 44 37.80771(N)    081 59 40.33411(W) AD(       ) 1
 EC2463  ELLIP H (12/20/99)  187.68   (m)                       GP(       ) 4 1
 EC2463  NAD 83(1986)-  34 44 37.81876(N)    081 59 40.33592(W) AD(       ) 1
 EC2463  NAVD 88 (03/23/92)  218.71   (m)          717.6    (f) LEVELING    3  
 EC2463  NGVD 29 (09/16/91)  218.817  (m)          717.90   (f) ADJUSTED    1 2
 EC2463
 EC2463.Superseded values are not recommended for survey control.
 EC2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2463.See file dsdata.txt to determine how the superseded data were derived.
 EC2463
 EC2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0896345086(NAD 83)
 EC2463_MARKER: DD = SURVEY DISK
 EC2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2463_SP_SET: CONCRETE POST
 EC2463_STAMPING: 42 386 1989
 EC2463_MARK LOGO: SCGS  
 EC2463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2463+STABILITY: SURFACE MOTION
 EC2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2463+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 EC2463
 EC2463  HISTORY     - Date     Condition        Report By
 EC2463  HISTORY     - 1989     MONUMENTED       SCGS
 EC2463  HISTORY     - 19900426 GOOD             SCGS
 EC2463  HISTORY     - 20050701 GOOD             NEWBY
 EC2463
 EC2463                          STATION DESCRIPTION
 EC2463
 EC2463'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2463'STATION IS LOCATED 2.4 MILES EAST OF WOODRUFF AND 6.45 MILES NORTH
 EC2463'NORTHWST OF ENOREE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 EC2463'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC2463'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 50 AND
 EC2463'INTERSTATE 26 (4.7 MILES EAST OF WOODRUFF), GO WEST ON ROAD 50 FOR
 EC2463'2.2 MILES TO THE JUNCTION OF STATE ROAD 450, TURN LEFT ON ROAD 450
 EC2463'FOR 0.1 MILE TO THE STATION ON LEFT NEAR A FIRE HYDRANT IN THE
 EC2463'SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 201 (ALLENDALE ROAD).
 EC2463'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC2463'ROADS, 48.3 FEET EAST OF THE CENTER OF ROAD 201, 36.0 FEET NORTH OF
 EC2463'THE NORTHWEST CORNER OF A CHAIN LINK FENCE, 39.8 FEET SOUTH OF THE
 EC2463'CENTER OF ROAD 450, 7.7 FEET SOUTHEAST OF THE FIRE HYDRANT, 6.0 FEET
 EC2463'SOUTHEAST OF A WITNESS POST.
 EC2463'DESCRIBED BY J.R. WERNER.
 EC2463
 EC2463                          STATION RECOVERY (1990)
 EC2463
 EC2463'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC2463'RECOVERED IN GOOD CONDITION.
 EC2463
 EC2463                          STATION RECOVERY (2005)
 EC2463
 EC2463'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 EC2463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3251 ***********************************************************************
 ED3251  DESIGNATION -  42 387
 ED3251  PID         -  ED3251
 ED3251  STATE/COUNTY-  SC/SPARTANBURG
 ED3251  USGS QUAD   -  WOODRUFF (1983)
 ED3251
 ED3251                         *CURRENT SURVEY CONTROL
 ED3251  ___________________________________________________________________
 ED3251* NAD 83(2001)-  34 44 18.43402(N)    082 00 28.25929(W)     ADJUSTED  
 ED3251* NAVD 88     -       216.332  (meters)     709.75   (feet)  ADJUSTED  
 ED3251  ___________________________________________________________________
 ED3251  X           -     729,552.657 (meters)                     COMP
 ED3251  Y           -  -5,196,202.305 (meters)                     COMP
 ED3251  Z           -   3,614,166.526 (meters)                     COMP
 ED3251  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 ED3251  ELLIP HEIGHT-         185.29  (meters)          (03/27/03) GPS OBS
 ED3251  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED3251  DYNAMIC HT  -         216.117 (meters)     709.04  (feet)  COMP
 ED3251  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 ED3251
 ED3251  HORZ ORDER  -  FIRST
 ED3251  VERT ORDER  -  FIRST     CLASS II
 ED3251  ELLP ORDER  -  FOURTH    CLASS II
 ED3251
 ED3251.The horizontal coordinates were established by GPS observations
 ED3251.and adjusted by the National Geodetic Survey in March 2003..
 ED3251
 ED3251.The orthometric height was determined by differential leveling
 ED3251.and adjusted by the National Geodetic Survey in June 1991..
 ED3251
 ED3251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3251
 ED3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3251
 ED3251.The ellipsoidal height was determined by GPS observations
 ED3251.and is referenced to NAD 83.
 ED3251
 ED3251.The geoid height was determined by GEOID03.
 ED3251
 ED3251.The dynamic height is computed by dividing the NAVD 88
 ED3251.geopotential number by the normal gravity value computed on the
 ED3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3251.degrees latitude (g = 980.6199 gals.).
 ED3251
 ED3251.The modeled gravity was interpolated from observed gravity values.
 ED3251
 ED3251;                    North         East     Units Scale Factor Converg.
 ED3251;SPC SC       -   322,630.816   517,307.891   MT  0.99996766   -0 33 31.5
 ED3251;SPC SC       - 1,058,500.05  1,697,204.37   iFT  0.99996766   -0 33 31.5
 ED3251;UTM  17      - 3,844,501.640   407,738.680   MT  0.99970491   -0 34 27.6
 ED3251
 ED3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3251!SPC SC       -   0.99997092  x   0.99996766  =   0.99993858
 ED3251!UTM  17      -   0.99997092  x   0.99970491  =   0.99967583
 ED3251
 ED3251:                Primary Azimuth Mark                     Grid Az
 ED3251:SPC SC       -  42 386                                   064 27 47.0
 ED3251:UTM  17      -  42 386                                   064 28 43.1
 ED3251
 ED3251|---------------------------------------------------------------------|
 ED3251| PID    Reference Object                     Distance      Geod. Az  |
 ED3251|                                                           dddmmss.s |
 ED3251| EC2463 42 386                              APPROX. 1.4 KM 0635415.5 |
 ED3251| ED3250 42 388                              APPROX. 0.9 KM 2475307.7 |
 ED3251|---------------------------------------------------------------------|
 ED3251
 ED3251                          SUPERSEDED SURVEY CONTROL
 ED3251
 ED3251  NAD 83(1995)-  34 44 18.43401(N)    082 00 28.25877(W) AD(       ) 1
 ED3251  ELLIP H (12/20/99)  185.28   (m)                       GP(       ) 4 1
 ED3251  NAD 83(1986)-  34 44 18.44472(N)    082 00 28.26059(W) AD(       ) 1
 ED3251  NAVD 88 (03/23/92)  216.33   (m)          709.7    (f) LEVELING    3  
 ED3251  NGVD 29 (09/16/91)  216.442  (m)          710.11   (f) ADJUSTED    1 2
 ED3251
 ED3251.Superseded values are not recommended for survey control.
 ED3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3251.See file dsdata.txt to determine how the superseded data were derived.
 ED3251
 ED3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0773944502(NAD 83)
 ED3251_MARKER: DD = SURVEY DISK
 ED3251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3251_SP_SET: CONCRETE POST
 ED3251_STAMPING: 42 387 1989
 ED3251_MARK LOGO: SCGS  
 ED3251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3251+STABILITY: SURFACE MOTION
 ED3251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3251+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1990
 ED3251
 ED3251  HISTORY     - Date     Condition        Report By
 ED3251  HISTORY     - 1989     MONUMENTED       SCGS
 ED3251  HISTORY     - 19900426 GOOD             SCGS
 ED3251
 ED3251                          STATION DESCRIPTION
 ED3251
 ED3251'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3251'STATION IS LOCATED 1.7 MILES EAST OF WOODRUFF.  OWNERSHIP--W.J. THEO,
 ED3251'P.O. BOX 249, WOODRUFF, SC 29388, PHONE 803-476-2983.
 ED3251'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 ED3251'HIGHWAY 146 IN WOODRUFF, GO EAST SOUTHEAST ON HIGHWAY 146 FOR 0.55
 ED3251'MILE TO THE JUNCTION OF STATE ROAD 450, TURN LEFT ON ROAD 450 FOR
 ED3251'0.35 MILE TO THE JUNCTION OF SNOWMILL ROAD 4-2333 AND THE WOODRUFF
 ED3251'JUNIOR HIGH SCHOOL, TURN RIGHT ON SNOWHILL ROAD FOR 0.5 MILE TO THE
 ED3251'MARK ON THE LEFT NEAR A POWER POLE.
 ED3251'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW
 ED3251'THE ROAD, 64.5 FEET SOUTH SOUTHWEST OF A POWER POLE SERVICING A
 ED3251'MOBILE HOME, 35.6 FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD,
 ED3251'14.6 FEET NORTHWEST OF THE POWER POLE, 36.5 FEET WEST SOUTHWEST OF
 ED3251'THE CENTER OF A GRAVEL DRIVEWAY.
 ED3251'DESCRIBED BY J.R. WERNER.
 ED3251
 ED3251                          STATION RECOVERY (1990)
 ED3251
 ED3251'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3250 ***********************************************************************
 ED3250  DESIGNATION -  42 388
 ED3250  PID         -  ED3250
 ED3250  STATE/COUNTY-  SC/SPARTANBURG
 ED3250  USGS QUAD   -  WOODRUFF (1983)
 ED3250
 ED3250                         *CURRENT SURVEY CONTROL
 ED3250  ___________________________________________________________________
 ED3250* NAD 83(2001)-  34 44 08.03895(N)    082 00 59.24381(W)     ADJUSTED  
 ED3250* NAVD 88     -       227.438  (meters)     746.19   (feet)  ADJUSTED  
 ED3250  ___________________________________________________________________
 ED3250  X           -     728,798.709 (meters)                     COMP
 ED3250  Y           -  -5,196,501.643 (meters)                     COMP
 ED3250  Z           -   3,613,909.610 (meters)                     COMP
 ED3250  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 ED3250  ELLIP HEIGHT-         196.40  (meters)          (03/27/03) GPS OBS
 ED3250  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ED3250  DYNAMIC HT  -         227.212 (meters)     745.44  (feet)  COMP
 ED3250  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 ED3250
 ED3250  HORZ ORDER  -  FIRST
 ED3250  VERT ORDER  -  FIRST     CLASS II
 ED3250  ELLP ORDER  -  FOURTH    CLASS II
 ED3250
 ED3250.The horizontal coordinates were established by GPS observations
 ED3250.and adjusted by the National Geodetic Survey in March 2003..
 ED3250
 ED3250.The orthometric height was determined by differential leveling
 ED3250.and adjusted by the National Geodetic Survey in June 1991..
 ED3250
 ED3250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3250
 ED3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3250
 ED3250.The ellipsoidal height was determined by GPS observations
 ED3250.and is referenced to NAD 83.
 ED3250
 ED3250.The geoid height was determined by GEOID03.
 ED3250
 ED3250.The dynamic height is computed by dividing the NAVD 88
 ED3250.geopotential number by the normal gravity value computed on the
 ED3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3250.degrees latitude (g = 980.6199 gals.).
 ED3250
 ED3250.The modeled gravity was interpolated from observed gravity values.
 ED3250
 ED3250;                    North         East     Units Scale Factor Converg.
 ED3250;SPC SC       -   322,318.232   516,516.612   MT  0.99996672   -0 33 48.7
 ED3250;SPC SC       - 1,057,474.51  1,694,608.31   iFT  0.99996672   -0 33 48.7
 ED3250;UTM  17      - 3,844,189.353   406,947.522   MT  0.99970672   -0 34 45.1
 ED3250
 ED3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3250!SPC SC       -   0.99996917  x   0.99996672  =   0.99993589
 ED3250!UTM  17      -   0.99996917  x   0.99970672  =   0.99967590
 ED3250
 ED3250:                Primary Azimuth Mark                     Grid Az
 ED3250:SPC SC       -  42 387                                   068 26 38.8
 ED3250:UTM  17      -  42 387                                   068 27 35.2
 ED3250
 ED3250|---------------------------------------------------------------------|
 ED3250| PID    Reference Object                     Distance      Geod. Az  |
 ED3250|                                                           dddmmss.s |
 ED3250| ED3251 42 387                              APPROX. 0.9 KM 0675250.1 |
 ED3250|---------------------------------------------------------------------|
 ED3250
 ED3250                          SUPERSEDED SURVEY CONTROL
 ED3250
 ED3250  NAD 83(1995)-  34 44 08.03892(N)    082 00 59.24330(W) AD(       ) 1
 ED3250  ELLIP H (12/20/99)  196.40   (m)                       GP(       ) 4 1
 ED3250  NAD 83(1986)-  34 44 08.04947(N)    082 00 59.24514(W) AD(       ) 1
 ED3250  NAVD 88 (03/23/92)  227.44   (m)          746.2    (f) LEVELING    3  
 ED3250  NGVD 29 (09/16/91)  227.548  (m)          746.55   (f) ADJUSTED    1 2
 ED3250
 ED3250.Superseded values are not recommended for survey control.
 ED3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3250.See file dsdata.txt to determine how the superseded data were derived.
 ED3250
 ED3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0694844189(NAD 83)
 ED3250_MARKER: DD = SURVEY DISK
 ED3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3250_SP_SET: CONCRETE POST
 ED3250_STAMPING: 42 388 1989
 ED3250_MARK LOGO: SCGS  
 ED3250_PROJECTION: FLUSH
 ED3250_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ED3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3250+STABILITY: SURFACE MOTION
 ED3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3250+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ED3250
 ED3250  HISTORY     - Date     Condition        Report By
 ED3250  HISTORY     - 1989     MONUMENTED       SCGS
 ED3250  HISTORY     - 19900426 GOOD             SCGS
 ED3250  HISTORY     - 20040819 GOOD             WOOLPT
 ED3250
 ED3250                          STATION DESCRIPTION
 ED3250
 ED3250'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3250'STATION IS LOCATED IN WOODRUFF.  OWNERSHIP--WOODRUFF JUNIOR HIGH
 ED3250'SCHOOL, S.J. WORKMAN HIGHWAY, WOODRUFF, SC 29388, PHONE 803-476-8522.
 ED3250'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE
 ED3250'HIGHWAY 146 IN WOODRUFF, GO EAST SOUTHEAST ON HIGHWAY 146 FOR 0.55
 ED3250'MILE TO THE JUNCTION OF STATE ROAD 450, TURN LEFT ON ROAD 450 FOR 0.3
 ED3250'MILE TO THE MARK ON THE LEFT NEAR THE MAIN ENTRANCE TO THE WOODRUFF
 ED3250'JUNIOR HIGH SCHOOL.
 ED3250'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3250'ROAD, 137.2 FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD, 142.0
 ED3250'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCHOOL, 18.8 FEET EAST
 ED3250'NORTHEAST OF THE EAST EDGE OF THE SIDEWALK LEADING TO THE MAIN
 ED3250'ENTRANCE, 67.8 FEET SOUTH OF A FLAG POLE, 19.0 FEET SOUTHEAST OF A
 ED3250'YARD LIGHT.
 ED3250'DESCRIBED BY J.R. WERNER.
 ED3250
 ED3250                          STATION RECOVERY (1990)
 ED3250
 ED3250'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3250'RECOVERED IN GOOD CONDITION.
 ED3250
 ED3250                          STATION RECOVERY (2004)
 ED3250
 ED3250'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 ED3250'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3253 ***********************************************************************
 ED3253  DESIGNATION -  42 389
 ED3253  PID         -  ED3253
 ED3253  STATE/COUNTY-  SC/SPARTANBURG
 ED3253  USGS QUAD   -  REIDVILLE (1983)
 ED3253
 ED3253                         *CURRENT SURVEY CONTROL
 ED3253  ___________________________________________________________________
 ED3253* NAD 83(2001)-  34 45 43.25224(N)    082 02 07.97999(W)     ADJUSTED  
 ED3253* NAVD 88     -       224.855  (meters)     737.71   (feet)  ADJUSTED  
 ED3253  ___________________________________________________________________
 ED3253  X           -     726,834.949 (meters)                     COMP
 ED3253  Y           -  -5,195,085.813 (meters)                     COMP
 ED3253  Z           -   3,616,318.973 (meters)                     COMP
 ED3253  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 ED3253  ELLIP HEIGHT-         193.77  (meters)          (03/27/03) GPS OBS
 ED3253  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 ED3253  DYNAMIC HT  -         224.631 (meters)     736.98  (feet)  COMP
 ED3253  MODELED GRAV-     979,631.7   (mgal)                       NAVD 88
 ED3253
 ED3253  HORZ ORDER  -  FIRST
 ED3253  VERT ORDER  -  FIRST     CLASS II
 ED3253  ELLP ORDER  -  FOURTH    CLASS II
 ED3253
 ED3253.The horizontal coordinates were established by GPS observations
 ED3253.and adjusted by the National Geodetic Survey in March 2003..
 ED3253
 ED3253.The orthometric height was determined by differential leveling
 ED3253.and adjusted by the National Geodetic Survey in June 1991..
 ED3253
 ED3253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3253
 ED3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3253
 ED3253.The ellipsoidal height was determined by GPS observations
 ED3253.and is referenced to NAD 83.
 ED3253
 ED3253.The geoid height was determined by GEOID03.
 ED3253
 ED3253.The dynamic height is computed by dividing the NAVD 88
 ED3253.geopotential number by the normal gravity value computed on the
 ED3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3253.degrees latitude (g = 980.6199 gals.).
 ED3253
 ED3253.The modeled gravity was interpolated from observed gravity values.
 ED3253
 ED3253;                    North         East     Units Scale Factor Converg.
 ED3253;SPC SC       -   325,269.408   514,797.566   MT  0.99997543   -0 34 26.8
 ED3253;SPC SC       - 1,067,156.85  1,688,968.39   iFT  0.99997543   -0 34 26.8
 ED3253;UTM  17      - 3,847,140.236   405,229.752   MT  0.99971070   -0 35 25.7
 ED3253
 ED3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3253!SPC SC       -   0.99996958  x   0.99997543  =   0.99994502
 ED3253!UTM  17      -   0.99996958  x   0.99971070  =   0.99968029
 ED3253
 ED3253                          SUPERSEDED SURVEY CONTROL
 ED3253
 ED3253  NAD 83(1995)-  34 45 43.25224(N)    082 02 07.97954(W) AD(       ) 1
 ED3253  ELLIP H (12/20/99)  193.78   (m)                       GP(       ) 4 1
 ED3253  NAD 83(1986)-  34 45 43.26269(N)    082 02 07.98164(W) AD(       ) 1
 ED3253  NAVD 88 (03/23/92)  224.86   (m)          737.7    (f) LEVELING    3  
 ED3253  NGVD 29 (09/16/91)  224.959  (m)          738.05   (f) ADJUSTED    1 2
 ED3253
 ED3253.Superseded values are not recommended for survey control.
 ED3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3253.See file dsdata.txt to determine how the superseded data were derived.
 ED3253
 ED3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0523047140(NAD 83)
 ED3253_MARKER: DD = SURVEY DISK
 ED3253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3253_SP_SET: CONCRETE POST
 ED3253_STAMPING: 42 389 1989
 ED3253_MARK LOGO: SCGS  
 ED3253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3253+STABILITY: SURFACE MOTION
 ED3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3253+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1990
 ED3253
 ED3253  HISTORY     - Date     Condition        Report By
 ED3253  HISTORY     - 1989     MONUMENTED       SCGS
 ED3253  HISTORY     - 19900426 GOOD             SCGS
 ED3253
 ED3253                          STATION DESCRIPTION
 ED3253
 ED3253'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3253'STATION IS LOCATED 1.5 MILES NORTH OF WOODRUFF.  OWNERSHIP--DIANE
 ED3253'LAMB, 1717 WEST GEORGIA ROAD, WOODRUFF, SC 29388, PHONE 803-476-2522.
 ED3253'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101, 146 AND
 ED3253'U.S. HIGHWAY 221 IN WOODRUFF, GO NORTHEAST ON HIGHWAY 221 FOR 1.1
 ED3253'MILES TO THE STATION ON THE LEFT ON THE EAST SIDE OF AN ALUMINUM
 ED3253'BUILDING IN THE WEST ANGLE OF CHESTNUT DRIVE 4-1818.
 ED3253'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2 FEET ABOVE THE
 ED3253'HIGHWAY, 147.0 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 78.3 FEET
 ED3253'SOUTHWEST OF THE CENTER OF THE DRIVE, 47.8 FEET SOUTHEAST OF THE
 ED3253'SOUTHEAST WALL OF A CONCRETE LOADING RAMP, 57.4 FEET NORTH OF THE
 ED3253'EAST CORNER OF THE BUILDING, 95.8 FEET WEST NORTHWEST OF A LONE OAK
 ED3253'TREE.
 ED3253'DESCRIBED BY J.R. WERNER.
 ED3253
 ED3253                          STATION RECOVERY (1990)
 ED3253
 ED3253'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3254 ***********************************************************************
 ED3254  DESIGNATION -  42 390
 ED3254  PID         -  ED3254
 ED3254  STATE/COUNTY-  SC/SPARTANBURG
 ED3254  USGS QUAD   -  REIDVILLE (1983)
 ED3254
 ED3254                         *CURRENT SURVEY CONTROL
 ED3254  ___________________________________________________________________
 ED3254* NAD 83(2001)-  34 46 15.57262(N)    082 01 40.12476(W)     ADJUSTED  
 ED3254* NAVD 88     -       221.304  (meters)     726.06   (feet)  ADJUSTED  
 ED3254  ___________________________________________________________________
 ED3254  X           -     727,457.340 (meters)                     COMP
 ED3254  Y           -  -5,194,422.240 (meters)                     COMP
 ED3254  Z           -   3,617,135.137 (meters)                     COMP
 ED3254  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 ED3254  ELLIP HEIGHT-         190.20  (meters)          (03/27/03) GPS OBS
 ED3254  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 ED3254  DYNAMIC HT  -         221.083 (meters)     725.34  (feet)  COMP
 ED3254  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 ED3254
 ED3254  HORZ ORDER  -  FIRST
 ED3254  VERT ORDER  -  FIRST     CLASS II
 ED3254  ELLP ORDER  -  FOURTH    CLASS II
 ED3254
 ED3254.The horizontal coordinates were established by GPS observations
 ED3254.and adjusted by the National Geodetic Survey in March 2003..
 ED3254
 ED3254.The orthometric height was determined by differential leveling
 ED3254.and adjusted by the National Geodetic Survey in June 1991..
 ED3254
 ED3254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3254
 ED3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3254
 ED3254.The ellipsoidal height was determined by GPS observations
 ED3254.and is referenced to NAD 83.
 ED3254
 ED3254.The geoid height was determined by GEOID03.
 ED3254
 ED3254.The dynamic height is computed by dividing the NAVD 88
 ED3254.geopotential number by the normal gravity value computed on the
 ED3254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3254.degrees latitude (g = 980.6199 gals.).
 ED3254
 ED3254.The modeled gravity was interpolated from observed gravity values.
 ED3254
 ED3254;                    North         East     Units Scale Factor Converg.
 ED3254;SPC SC       -   326,258.238   515,515.805   MT  0.99997844   -0 34 11.3
 ED3254;SPC SC       - 1,070,401.04  1,691,324.82   iFT  0.99997844   -0 34 11.3
 ED3254;UTM  17      - 3,848,128.596   405,948.082   MT  0.99970902   -0 35 10.3
 ED3254
 ED3254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3254!SPC SC       -   0.99997015  x   0.99997844  =   0.99994859
 ED3254!UTM  17      -   0.99997015  x   0.99970902  =   0.99967917
 ED3254
 ED3254:                Primary Azimuth Mark                     Grid Az
 ED3254:SPC SC       -  42 391                                   019 48 27.5
 ED3254:UTM  17      -  42 391                                   019 49 26.5
 ED3254
 ED3254|---------------------------------------------------------------------|
 ED3254| PID    Reference Object                     Distance      Geod. Az  |
 ED3254|                                                           dddmmss.s |
 ED3254| ED3255 42 391                              APPROX. 1.5 KM 0191416.2 |
 ED3254|---------------------------------------------------------------------|
 ED3254
 ED3254                          SUPERSEDED SURVEY CONTROL
 ED3254
 ED3254  NAD 83(1995)-  34 46 15.57263(N)    082 01 40.12424(W) AD(       ) 1
 ED3254  ELLIP H (12/20/99)  190.21   (m)                       GP(       ) 4 1
 ED3254  NAD 83(1986)-  34 46 15.58323(N)    082 01 40.12629(W) AD(       ) 1
 ED3254  NAVD 88 (03/23/92)  221.30   (m)          726.0    (f) LEVELING    3  
 ED3254  NGVD 29 (09/16/91)  221.407  (m)          726.40   (f) ADJUSTED    1 2
 ED3254
 ED3254.Superseded values are not recommended for survey control.
 ED3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3254.See file dsdata.txt to determine how the superseded data were derived.
 ED3254
 ED3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0594848129(NAD 83)
 ED3254_MARKER: DD = SURVEY DISK
 ED3254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3254_SP_SET: CONCRETE POST
 ED3254_STAMPING: 42 390 1989
 ED3254_MARK LOGO: SCGS  
 ED3254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3254+STABILITY: SURFACE MOTION
 ED3254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3254+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 ED3254
 ED3254  HISTORY     - Date     Condition        Report By
 ED3254  HISTORY     - 1989     MONUMENTED       SCGS
 ED3254  HISTORY     - 19900426 GOOD             SCGS
 ED3254  HISTORY     - 20050701 GOOD             NEWBY
 ED3254
 ED3254                          STATION DESCRIPTION
 ED3254
 ED3254'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3254'STATION IS LOCATED 2.2 MILES NORTH NORTHEAST OF WOODRUFF.
 ED3254'OWNERSHIP--WILLIAM ESLER, 123 PEARSON DRIVE, WOODRUFF, SC 29388,
 ED3254'PHONE 803-476-8575.
 ED3254'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101, 146 AND
 ED3254'U.S. HIGHWAY 221 IN WOODRUFF, GO NORTHEAST ON HIGHWAY 221 FOR 1.65
 ED3254'MILES TO THE CRESTVIEW BAPTIST CHURCH ON THE RIGHT, CONTINUE 0.1 MILE
 ED3254'ON HIGHWAY 221 TO THE JUNCTION OF PEARSON DRIVE, TURN RIGHT ON
 ED3254'PEARSON DRIVE FOR 0.15 MILE TO THE STATION ON THE LEFT NEAR THE
 ED3254'CENTER OF A CIRCLE DRIVEWAY FOR THREE BRICK HOMES.
 ED3254'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1 FOOT BELOW
 ED3254'PEARSON DRIVE, 128.2 FEET SOUTH OF THE WEST CORNER OF THE BRICK
 ED3254'PORTION OF THE CENTER HOUSE (BRICK FACE, WOOD SIDING), 95.1 FEET WEST
 ED3254'SOUTHWEST OF THE WEST CORNER OF THE SOUTHERN MOST HOUSE, 72.0 FEET
 ED3254'NORTH NORTHEAST OF THE CENTER OF PEARSON DRIVE, 59.0 FEET NORTH
 ED3254'NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 54.7 FEET SOUTHWEST OF
 ED3254'THE CENTER OF THE CIRCLE DRIVEWAY.
 ED3254'STATION IS GPS-ABLE WITH LESS OBSTRUCTIONS WITH A TALL TRIPOD SET UP.
 ED3254'DESCRIBED BY J.R. WERNER.
 ED3254
 ED3254                          STATION RECOVERY (1990)
 ED3254
 ED3254'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3254'RECOVERED IN GOOD CONDITION.
 ED3254
 ED3254                          STATION RECOVERY (2005)
 ED3254
 ED3254'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 ED3254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3255 ***********************************************************************
 ED3255  DESIGNATION -  42 391
 ED3255  PID         -  ED3255
 ED3255  STATE/COUNTY-  SC/SPARTANBURG
 ED3255  USGS QUAD   -  REIDVILLE (1983)
 ED3255
 ED3255                         *CURRENT SURVEY CONTROL
 ED3255  ___________________________________________________________________
 ED3255* NAD 83(2001)-  34 47 02.67021(N)    082 01 20.20317(W)     ADJUSTED  
 ED3255* NAVD 88     -       208.467  (meters)     683.95   (feet)  ADJUSTED  
 ED3255  ___________________________________________________________________
 ED3255  X           -     727,842.664 (meters)                     COMP
 ED3255  Y           -  -5,193,521.640 (meters)                     COMP
 ED3255  Z           -   3,618,319.926 (meters)                     COMP
 ED3255  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 ED3255  ELLIP HEIGHT-         177.33  (meters)          (03/27/03) GPS OBS
 ED3255  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 ED3255  DYNAMIC HT  -         208.260 (meters)     683.27  (feet)  COMP
 ED3255  MODELED GRAV-     979,635.8   (mgal)                       NAVD 88
 ED3255
 ED3255  HORZ ORDER  -  FIRST
 ED3255  VERT ORDER  -  FIRST     CLASS II
 ED3255  ELLP ORDER  -  FOURTH    CLASS II
 ED3255
 ED3255.The horizontal coordinates were established by GPS observations
 ED3255.and adjusted by the National Geodetic Survey in March 2003..
 ED3255
 ED3255.The orthometric height was determined by differential leveling
 ED3255.and adjusted by the National Geodetic Survey in June 1991..
 ED3255
 ED3255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3255
 ED3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3255
 ED3255.The ellipsoidal height was determined by GPS observations
 ED3255.and is referenced to NAD 83.
 ED3255
 ED3255.The geoid height was determined by GEOID03.
 ED3255
 ED3255.The dynamic height is computed by dividing the NAVD 88
 ED3255.geopotential number by the normal gravity value computed on the
 ED3255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3255.degrees latitude (g = 980.6199 gals.).
 ED3255
 ED3255.The modeled gravity was interpolated from observed gravity values.
 ED3255
 ED3255;                    North         East     Units Scale Factor Converg.
 ED3255;SPC SC       -   327,704.460   516,036.697   MT  0.99998287   -0 34 00.3
 ED3255;SPC SC       - 1,075,145.87  1,693,033.78   iFT  0.99998287   -0 34 00.3
 ED3255;UTM  17      - 3,849,574.275   406,469.247   MT  0.99970782   -0 34 59.7
 ED3255
 ED3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3255!SPC SC       -   0.99997217  x   0.99998287  =   0.99995504
 ED3255!UTM  17      -   0.99997217  x   0.99970782  =   0.99967999
 ED3255
 ED3255:                Primary Azimuth Mark                     Grid Az
 ED3255:SPC SC       -  42 390                                   199 48 27.9
 ED3255:UTM  17      -  42 390                                   199 49 27.3
 ED3255
 ED3255|---------------------------------------------------------------------|
 ED3255| PID    Reference Object                     Distance      Geod. Az  |
 ED3255|                                                           dddmmss.s |
 ED3255| ED3254 42 390                              APPROX. 1.5 KM 1991427.6 |
 ED3255|---------------------------------------------------------------------|
 ED3255
 ED3255                          SUPERSEDED SURVEY CONTROL
 ED3255
 ED3255  NAD 83(1995)-  34 47 02.67021(N)    082 01 20.20256(W) AD(       ) 1
 ED3255  ELLIP H (12/20/99)  177.34   (m)                       GP(       ) 4 1
 ED3255  NAD 83(1986)-  34 47 02.68097(N)    082 01 20.20519(W) AD(       ) 1
 ED3255  NAVD 88 (03/23/92)  208.47   (m)          684.0    (f) LEVELING    3  
 ED3255  NGVD 29 (09/16/91)  208.569  (m)          684.28   (f) ADJUSTED    1 2
 ED3255
 ED3255.Superseded values are not recommended for survey control.
 ED3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3255.See file dsdata.txt to determine how the superseded data were derived.
 ED3255
 ED3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0646949574(NAD 83)
 ED3255_MARKER: DD = SURVEY DISK
 ED3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3255_SP_SET: CONCRETE POST
 ED3255_STAMPING: 42 391 1989
 ED3255_MARK LOGO: SCGS  
 ED3255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3255+STABILITY: SURFACE MOTION
 ED3255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3255+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3255
 ED3255  HISTORY     - Date     Condition        Report By
 ED3255  HISTORY     - 1989     MONUMENTED       SCGS
 ED3255  HISTORY     - 19900426 GOOD             SCGS
 ED3255
 ED3255                          STATION DESCRIPTION
 ED3255
 ED3255'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3255'STATION IS LOCATED 3.1 MILES NORTH NORTHEAST OF WOODRUFF AND 1.15
 ED3255'MILES SOUTH SOUTHWEST OF SWITZER.  OWNERSHIP--3-PINES COUNTRY CLUB,
 ED3255'BOX 43, WOODRUFF, SC 29388, PHONE 803-476-3614.
 ED3255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101, 146 AND
 ED3255'U.S HIGHWAY 221 IN WOODRUFF, GO NORTHEAST ON HIGHWAY 221 FOR 2.75
 ED3255'MILES TO THE JUNCTION OF STATE ROAD 120 (WADDELL ROAD TO THE NORTH
 ED3255'AND PLANTATION DRIVE TO THE SOUTH), TURN RIGHT ON PLANTATION DRIVE
 ED3255'FOR 0.05 MILE TO A DIRT DRIVE LEADING TO A GOLF COURSE, TURN LEFT ON
 ED3255'THE DIRT DRIVE FOR 0.05 MILE TO THE MENS TEE BOX FOR THE 4TH HOLE AND
 ED3255'THE STATION.
 ED3255'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE
 ED3255'THE CART PATH, 134.3 FEET NORTH NORTHWEST OF A REFERENCE WASHER
 ED3255'ATTACHED TO A 24-INCH CEDAR TREE, 101.0 FEET NORTHWEST OF THE CENTER
 ED3255'OF A PAVED GOLF CART PATH, 205.0 FEET EAST NORTHEAST OF A REFERENCE
 ED3255'WASHER ATTACHED TO A 42-INCH OAK TREE.
 ED3255'STATION IS GPS-ABLE WITH LESS OBSTRUCTIONS WITH A TALL TRIPOD SET UP.
 ED3255'DESCRIBED BY J.R. WERNER.
 ED3255
 ED3255                          STATION RECOVERY (1990)
 ED3255
 ED3255'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2465 ***********************************************************************
 EC2465  DESIGNATION -  42 392
 EC2465  PID         -  EC2465
 EC2465  STATE/COUNTY-  SC/SPARTANBURG
 EC2465  USGS QUAD   -  MOORE (1983)
 EC2465
 EC2465                         *CURRENT SURVEY CONTROL
 EC2465  ___________________________________________________________________
 EC2465* NAD 83(2001)-  34 49 17.39052(N)    081 59 43.93324(W)     ADJUSTED  
 EC2465* NAVD 88     -       195.817  (meters)     642.44   (feet)  ADJUSTED  
 EC2465  ___________________________________________________________________
 EC2465  X           -     729,935.138 (meters)                     COMP
 EC2465  Y           -  -5,190,824.539 (meters)                     COMP
 EC2465  Z           -   3,621,721.646 (meters)                     COMP
 EC2465  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EC2465  ELLIP HEIGHT-         164.59  (meters)          (03/27/03) GPS OBS
 EC2465  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 EC2465  DYNAMIC HT  -         195.623 (meters)     641.81  (feet)  COMP
 EC2465  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 EC2465
 EC2465  HORZ ORDER  -  FIRST
 EC2465  VERT ORDER  -  FIRST     CLASS II
 EC2465  ELLP ORDER  -  FOURTH    CLASS II
 EC2465
 EC2465.The horizontal coordinates were established by GPS observations
 EC2465.and adjusted by the National Geodetic Survey in March 2003..
 EC2465
 EC2465.The orthometric height was determined by differential leveling
 EC2465.and adjusted by the National Geodetic Survey in June 1991..
 EC2465
 EC2465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2465
 EC2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2465
 EC2465.The ellipsoidal height was determined by GPS observations
 EC2465.and is referenced to NAD 83.
 EC2465
 EC2465.The geoid height was determined by GEOID03.
 EC2465
 EC2465.The dynamic height is computed by dividing the NAVD 88
 EC2465.geopotential number by the normal gravity value computed on the
 EC2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC2465.degrees latitude (g = 980.6199 gals.).
 EC2465
 EC2465.The modeled gravity was interpolated from observed gravity values.
 EC2465
 EC2465;                    North         East     Units Scale Factor Converg.
 EC2465;SPC SC       -   331,831.847   518,524.120   MT  0.99999581   -0 33 06.9
 EC2465;SPC SC       - 1,088,687.16  1,701,194.62   iFT  0.99999581   -0 33 06.9
 EC2465;UTM  17      - 3,853,699.771   408,957.153   MT  0.99970216   -0 34 06.6
 EC2465
 EC2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2465!SPC SC       -   0.99997416  x   0.99999581  =   0.99996998
 EC2465!UTM  17      -   0.99997416  x   0.99970216  =   0.99967633
 EC2465
 EC2465:                Primary Azimuth Mark                     Grid Az
 EC2465:SPC SC       -  42 393                                   023 31 53.6
 EC2465:UTM  17      -  42 393                                   023 32 53.3
 EC2465
 EC2465|---------------------------------------------------------------------|
 EC2465| PID    Reference Object                     Distance      Geod. Az  |
 EC2465|                                                           dddmmss.s |
 EC2465| EC2466 42 393                              APPROX. 1.1 KM 0225846.7 |
 EC2465|---------------------------------------------------------------------|
 EC2465
 EC2465                          SUPERSEDED SURVEY CONTROL
 EC2465
 EC2465  NAD 83(1995)-  34 49 17.39044(N)    081 59 43.93255(W) AD(       ) 1
 EC2465  ELLIP H (12/20/99)  164.61   (m)                       GP(       ) 4 1
 EC2465  NAD 83(1986)-  34 49 17.40181(N)    081 59 43.93515(W) AD(       ) 1
 EC2465  NAVD 88 (03/23/92)  195.82   (m)          642.5    (f) LEVELING    3  
 EC2465  NGVD 29 (09/16/91)  195.915  (m)          642.76   (f) ADJUSTED    1 2
 EC2465
 EC2465.Superseded values are not recommended for survey control.
 EC2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2465.See file dsdata.txt to determine how the superseded data were derived.
 EC2465
 EC2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0895753700(NAD 83)
 EC2465_MARKER: DD = SURVEY DISK
 EC2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2465_SP_SET: CONCRETE POST
 EC2465_STAMPING: 42 392 1989
 EC2465_MARK LOGO: SCGS  
 EC2465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2465+STABILITY: SURFACE MOTION
 EC2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2465+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 EC2465
 EC2465  HISTORY     - Date     Condition        Report By
 EC2465  HISTORY     - 1989     MONUMENTED       SCGS
 EC2465  HISTORY     - 19900427 GOOD             SCGS
 EC2465
 EC2465                          STATION DESCRIPTION
 EC2465
 EC2465'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2465'STATION IS LOCATED 0.75 MILE SOUTHWEST OF MOORE.  OWNERSHIP--GUY
 EC2465'KITCHENS, P.O. BOX 151, MOORE, SC 29369, PHONE 803-574-8214.
 EC2465'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221, STATE
 EC2465'HIGHWAY 290 (MOORE-DUNCAN HIGHWAY) AND STATE ROAD 86 (HOBBYSVILLE
 EC2465'ROAD) IN MOORE, GO SOUTHWEST ON HIGHWAY 221 FOR 0.75 MILE TO THE
 EC2465'STATION ON THE RIGHT NEAR A POWER POLE IN THE WEST ANGLE OF A GRAVEL
 EC2465'DRIVE TO CHAMPMAN GRADING AND CONCRETE.
 EC2465'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET ABOVE
 EC2465'THE HIGHWAY, 106.0 FEET SOUTHWEST OF THE CENTER OF THE DRIVE, 80.2
 EC2465'FEET WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 8.7 FEET SOUTH
 EC2465'SOUTHWEST OF THE POWER POLE 110083/040365, 22.1 FEET NORTH NORTHWEST
 EC2465'OF A WITNESS POST.
 EC2465'DESCRIBED BY J.R. WERNER.
 EC2465
 EC2465                          STATION RECOVERY (1990)
 EC2465
 EC2465'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2466 ***********************************************************************
 EC2466  DESIGNATION -  42 393
 EC2466  PID         -  EC2466
 EC2466  STATE/COUNTY-  SC/SPARTANBURG
 EC2466  USGS QUAD   -  MOORE (1983)
 EC2466
 EC2466                         *CURRENT SURVEY CONTROL
 EC2466  ___________________________________________________________________
 EC2466* NAD 83(2001)-  34 49 51.38324(N)    081 59 26.45145(W)     ADJUSTED  
 EC2466* NAVD 88     -       212.478  (meters)     697.10   (feet)  ADJUSTED  
 EC2466  ___________________________________________________________________
 EC2466  X           -     730,293.627 (meters)                     COMP
 EC2466  Y           -  -5,190,183.783 (meters)                     COMP
 EC2466  Z           -   3,622,591.073 (meters)                     COMP
 EC2466  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EC2466  ELLIP HEIGHT-         181.24  (meters)          (03/27/03) GPS OBS
 EC2466  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 EC2466  DYNAMIC HT  -         212.268 (meters)     696.42  (feet)  COMP
 EC2466  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 EC2466
 EC2466  HORZ ORDER  -  FIRST
 EC2466  VERT ORDER  -  FIRST     CLASS II
 EC2466  ELLP ORDER  -  FOURTH    CLASS II
 EC2466
 EC2466.The horizontal coordinates were established by GPS observations
 EC2466.and adjusted by the National Geodetic Survey in March 2003..
 EC2466
 EC2466.The orthometric height was determined by differential leveling
 EC2466.and adjusted by the National Geodetic Survey in June 1991..
 EC2466
 EC2466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2466
 EC2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2466
 EC2466.The ellipsoidal height was determined by GPS observations
 EC2466.and is referenced to NAD 83.
 EC2466
 EC2466.The geoid height was determined by GEOID03.
 EC2466
 EC2466.The dynamic height is computed by dividing the NAVD 88
 EC2466.geopotential number by the normal gravity value computed on the
 EC2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC2466.degrees latitude (g = 980.6199 gals.).
 EC2466
 EC2466.The modeled gravity was interpolated from observed gravity values.
 EC2466
 EC2466;                    North         East     Units Scale Factor Converg.
 EC2466;SPC SC       -   332,875.045   518,978.399   MT  0.99999915   -0 32 57.2
 EC2466;SPC SC       - 1,092,109.73  1,702,685.04   iFT  0.99999915   -0 32 57.2
 EC2466;UTM  17      - 3,854,742.528   409,411.601   MT  0.99970114   -0 33 57.1
 EC2466
 EC2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2466!SPC SC       -   0.99997155  x   0.99999915  =   0.99997070
 EC2466!UTM  17      -   0.99997155  x   0.99970114  =   0.99967270
 EC2466
 EC2466:                Primary Azimuth Mark                     Grid Az
 EC2466:SPC SC       -  42 392                                   203 31 53.9
 EC2466:UTM  17      -  42 392                                   203 32 53.8
 EC2466
 EC2466|---------------------------------------------------------------------|
 EC2466| PID    Reference Object                     Distance      Geod. Az  |
 EC2466|                                                           dddmmss.s |
 EC2466| EC2465 42 392                              APPROX. 1.1 KM 2025856.7 |
 EC2466|---------------------------------------------------------------------|
 EC2466
 EC2466                          SUPERSEDED SURVEY CONTROL
 EC2466
 EC2466  NAD 83(1995)-  34 49 51.38316(N)    081 59 26.45075(W) AD(       ) 1
 EC2466  ELLIP H (12/20/99)  181.26   (m)                       GP(       ) 4 1
 EC2466  NAD 83(1986)-  34 49 51.39464(N)    081 59 26.45329(W) AD(       ) 1
 EC2466  NAVD 88 (03/23/92)  212.48   (m)          697.1    (f) LEVELING    3  
 EC2466  NGVD 29 (09/16/91)  212.576  (m)          697.43   (f) ADJUSTED    1 2
 EC2466
 EC2466.Superseded values are not recommended for survey control.
 EC2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2466.See file dsdata.txt to determine how the superseded data were derived.
 EC2466
 EC2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0941254743(NAD 83)
 EC2466_MARKER: DD = SURVEY DISK
 EC2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2466_SP_SET: CONCRETE POST
 EC2466_STAMPING: 42 393 1989
 EC2466_MARK LOGO: SCGS  
 EC2466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2466+STABILITY: SURFACE MOTION
 EC2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2466+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 EC2466
 EC2466  HISTORY     - Date     Condition        Report By
 EC2466  HISTORY     - 1989     MONUMENTED       SCGS
 EC2466  HISTORY     - 19900427 GOOD             SCGS
 EC2466  HISTORY     - 20040203 GOOD             JCLS
 EC2466
 EC2466                          STATION DESCRIPTION
 EC2466
 EC2466'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2466'STATION IS LOCATED IN MOORE.  OWNERSHIP--MELTON EMBROIDERY, HIGHWAY
 EC2466'221 SOUTH, MOORE, SC 29369, PHONE 803-574-2151.
 EC2466'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221, STATE
 EC2466'HIGHWAY 290 (MOORE-DUNCAN HIGHWAY) AND STATE ROAD 86 (HOBBYVILLES
 EC2466'ROAD) IN MOORE, GO SOUTHWEST ON HIGHWAY 221 FOR 0.05 MILE TO THE
 EC2466'STATION ON THE RIGHT IN FRONT OF THE MELTON EMBROIDERY COMPANY
 EC2466'BUILDING.
 EC2466'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1 FOOT ABOVE THE
 EC2466'HIGHWAY, 92.5 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 66.2 FEET
 EC2466'WEST OF A POWER POLE NUMBER 10 1/2 WITH THREE TRANSFORMERS, 68.2 FEET
 EC2466'SOUTHWEST OF THE SOUTH CORNER OF A SMALL BRICK BUILDING (PHONE
 EC2466'COMPANY), 81.3 FEET EAST SOUTHEAST OF THE SOUTH CORNER OF THE
 EC2466'BUILDING, 75.1 FEET SOUTH SOUTHEAST OF THE EAST CORNER OF THE
 EC2466'BUILDING.
 EC2466'DESCRIBED BY J.R. WERNER.
 EC2466
 EC2466                          STATION RECOVERY (1990)
 EC2466
 EC2466'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC2466'RECOVERED IN GOOD CONDITION.
 EC2466
 EC2466                          STATION RECOVERY (2004)
 EC2466
 EC2466'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 EC2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3269 ***********************************************************************
 ED3269  DESIGNATION -  42 394
 ED3269  PID         -  ED3269
 ED3269  STATE/COUNTY-  SC/SPARTANBURG
 ED3269  USGS QUAD   -  REIDVILLE (1983)
 ED3269
 ED3269                         *CURRENT SURVEY CONTROL
 ED3269  ___________________________________________________________________
 ED3269* NAD 83(1986)-  34 50 32.     (N)    082 00 08.     (W)     SCALED    
 ED3269* NAVD 88     -       228.552  (meters)     749.84   (feet)  ADJUSTED  
 ED3269  ___________________________________________________________________
 ED3269  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 ED3269  DYNAMIC HT  -         228.326 (meters)     749.10  (feet)  COMP
 ED3269  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 ED3269
 ED3269  VERT ORDER  -  FIRST     CLASS II
 ED3269
 ED3269.The horizontal coordinates were scaled from a topographic map and have
 ED3269.an estimated accuracy of +/- 6 seconds.
 ED3269
 ED3269.The orthometric height was determined by differential leveling
 ED3269.and adjusted by the National Geodetic Survey in June 1991..
 ED3269
 ED3269.The geoid height was determined by GEOID03.
 ED3269
 ED3269.The dynamic height is computed by dividing the NAVD 88
 ED3269.geopotential number by the normal gravity value computed on the
 ED3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3269.degrees latitude (g = 980.6199 gals.).
 ED3269
 ED3269.The modeled gravity was interpolated from observed gravity values.
 ED3269
 ED3269;                    North         East    Units  Estimated Accuracy
 ED3269;SPC SC       -   334,140.      517,940.      MT  (+/- 180 meters Scaled)
 ED3269
 ED3269                          SUPERSEDED SURVEY CONTROL
 ED3269
 ED3269  NGVD 29 (09/16/91)  228.651  (m)          750.17   (f) ADJUSTED    1 2
 ED3269
 ED3269.Superseded values are not recommended for survey control.
 ED3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3269.See file dsdata.txt to determine how the superseded data were derived.
 ED3269
 ED3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU083560(NAD 83)
 ED3269_MARKER: DD = SURVEY DISK
 ED3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3269_SP_SET: CONCRETE POST
 ED3269_STAMPING: 42 394 1989
 ED3269_MARK LOGO: SCGS  
 ED3269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3269+STABILITY: SURFACE MOTION
 ED3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3269+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3269
 ED3269  HISTORY     - Date     Condition        Report By
 ED3269  HISTORY     - 1989     MONUMENTED       SCGS
 ED3269
 ED3269                          STATION DESCRIPTION
 ED3269
 ED3269'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3269'STATION IS LOCATED 1.05 MILES NORTHWEST OF MOORE.  OWNERSHIP--JUNE
 ED3269'LANGSTON, 2015 MOORE-DUNCAN HIGHWAY, MOORE, SC 29369, PHONE
 ED3269'803-576-5525 (CALL AFTER 5 P.M.).
 ED3269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221, STATE
 ED3269'HIGHWAY 290 (MOORE-DUNCAN HIGHWAY)AND STATE ROAD 86 (HOBBYSVILLE
 ED3269'ROAD) IN MOORE, GO NORTHWEST ON HIGHWAY 290 FOR 1.05 MILES TO THE
 ED3269'STATION ON THE LEFT IN FRONT OF A BRICK HOUSE AT THE JUNCTION OF A
 ED3269'PAVED ROAD RIGHT (MATTHEW COURT).
 ED3269'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW
 ED3269'THE HIGHWAY, 101.0 FEET SOUTHEAST OF THE EXTENDED CENTER OF MATTHEW
 ED3269'COURT, 54.6 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 70.5 FEET
 ED3269'NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 45.1 FEET SOUTH OF A
 ED3269'POWER POLE WITH TRANSFORMER, 7.0 FEET SOUTHEAST OF THE CENTER OF A
 ED3269'PAVED DRIVEWAY TO THE HOUSE.
 ED3269'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3259 ***********************************************************************
 ED3259  DESIGNATION -  42 395
 ED3259  PID         -  ED3259
 ED3259  STATE/COUNTY-  SC/SPARTANBURG
 ED3259  USGS QUAD   -  REIDVILLE (1983)
 ED3259
 ED3259                         *CURRENT SURVEY CONTROL
 ED3259  ___________________________________________________________________
 ED3259* NAD 83(2001)-  34 51 10.95401(N)    082 00 52.01469(W)     ADJUSTED  
 ED3259* NAVD 88     -       224.206  (meters)     735.58   (feet)  ADJUSTED  
 ED3259  ___________________________________________________________________
 ED3259  X           -     727,947.271 (meters)                     COMP
 ED3259  Y           -  -5,189,108.427 (meters)                     COMP
 ED3259  Z           -   3,624,610.287 (meters)                     COMP
 ED3259  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 ED3259  ELLIP HEIGHT-         192.93  (meters)          (03/27/03) GPS OBS
 ED3259  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 ED3259  DYNAMIC HT  -         223.984 (meters)     734.85  (feet)  COMP
 ED3259  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 ED3259
 ED3259  HORZ ORDER  -  FIRST
 ED3259  VERT ORDER  -  FIRST     CLASS II
 ED3259  ELLP ORDER  -  FOURTH    CLASS II
 ED3259
 ED3259.The horizontal coordinates were established by GPS observations
 ED3259.and adjusted by the National Geodetic Survey in March 2003..
 ED3259
 ED3259.The orthometric height was determined by differential leveling
 ED3259.and adjusted by the National Geodetic Survey in June 1991..
 ED3259
 ED3259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3259
 ED3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3259
 ED3259.The ellipsoidal height was determined by GPS observations
 ED3259.and is referenced to NAD 83.
 ED3259
 ED3259.The geoid height was determined by GEOID03.
 ED3259
 ED3259.The dynamic height is computed by dividing the NAVD 88
 ED3259.geopotential number by the normal gravity value computed on the
 ED3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3259.degrees latitude (g = 980.6199 gals.).
 ED3259
 ED3259.The modeled gravity was interpolated from observed gravity values.
 ED3259
 ED3259;                    North         East     Units Scale Factor Converg.
 ED3259;SPC SC       -   335,348.080   516,828.421   MT  1.00000707   -0 33 44.7
 ED3259;SPC SC       - 1,100,223.36  1,695,631.30   iFT  1.00000707   -0 33 44.7
 ED3259;UTM  17      - 3,857,215.460   407,263.001   MT  0.99970600   -0 34 47.2
 ED3259
 ED3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3259!SPC SC       -   0.99996972  x   1.00000707  =   0.99997679
 ED3259!UTM  17      -   0.99996972  x   0.99970600  =   0.99967573
 ED3259
 ED3259:                Primary Azimuth Mark                     Grid Az
 ED3259:SPC SC       -  42 396                                   297 55 12.6
 ED3259:UTM  17      -  42 396                                   297 56 15.1
 ED3259
 ED3259|---------------------------------------------------------------------|
 ED3259| PID    Reference Object                     Distance      Geod. Az  |
 ED3259|                                                           dddmmss.s |
 ED3259| ED3260 42 396                              APPROX. 0.9 KM 2972127.9 |
 ED3259|---------------------------------------------------------------------|
 ED3259
 ED3259                          SUPERSEDED SURVEY CONTROL
 ED3259
 ED3259  NAD 83(1995)-  34 51 10.95403(N)    082 00 52.01394(W) AD(       ) 1
 ED3259  ELLIP H (12/20/99)  192.94   (m)                       GP(       ) 4 1
 ED3259  NAD 83(1986)-  34 51 10.96480(N)    082 00 52.01630(W) AD(       ) 1
 ED3259  NAVD 88 (03/23/92)  224.21   (m)          735.6    (f) LEVELING    3  
 ED3259  NGVD 29 (09/16/91)  224.306  (m)          735.91   (f) ADJUSTED    1 2
 ED3259
 ED3259.Superseded values are not recommended for survey control.
 ED3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3259.See file dsdata.txt to determine how the superseded data were derived.
 ED3259
 ED3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0726357215(NAD 83)
 ED3259_MARKER: DD = SURVEY DISK
 ED3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3259_SP_SET: CONCRETE POST
 ED3259_STAMPING: 42 395 1989
 ED3259_MARK LOGO: SCGS  
 ED3259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3259+STABILITY: SURFACE MOTION
 ED3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3259+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 ED3259
 ED3259  HISTORY     - Date     Condition        Report By
 ED3259  HISTORY     - 1989     MONUMENTED       SCGS
 ED3259  HISTORY     - 19900427 GOOD             SCGS
 ED3259
 ED3259                          STATION DESCRIPTION
 ED3259
 ED3259'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3259'STATION IS LOCATED 2.05 MILES NORTHWEST OF MOORE.
 ED3259'OWNERSHIP--TRANSCONTINENTAL GAS PIPE LINE CORPORATION, P.O. BOX 140,
 ED3259'MOORE, SC 29369, PHONE 803-576-5152 OR 803-439-9724.
 ED3259'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221, STATE
 ED3259'HIGHWAY 290 (MOORE-DUNCAN HIGHWAY) AND STATE ROAD 86 (HOBBYSVILLE
 ED3259'ROAD) IN MOORE, GO NORTHWEST ON HIGHWAY 290 FOR 1.6 MILES TO THE
 ED3259'ENTRANCE DRIVE TO THE TRANSCONTINENTAL GAS PIPE LINE CORPORATION,
 ED3259'CONTINUE ON HIGHWAY 290 FOR 0.45 MILE TO THE STATION ON THE LEFT IN
 ED3259'THE WEST ANGLE OF A PAVED DRIVE LEADING TO TWO GAS CORPORATIONS
 ED3259'HOMES.
 ED3259'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE HIGHWAY,
 ED3259'104.5 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 75.7 FEET WEST OF
 ED3259'A STEEL PIPE SUPPORTING A SECURITY LIGHT, 56.8 FEET NORTHWEST OF THE
 ED3259'CENTER DRIVE (PORTION OF THE DRIVE LEADING SOUTHWEST), 74.4 FEET
 ED3259'NORTHEAST OF THE CENTER OF THE DRIVE (PORTION OF THE DRIVE LEADING
 ED3259'NORTHWEST.
 ED3259'DESCRIBED BY J.R. WERNER.
 ED3259
 ED3259                          STATION RECOVERY (1990)
 ED3259
 ED3259'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3260 ***********************************************************************
 ED3260  DESIGNATION -  42 396
 ED3260  PID         -  ED3260
 ED3260  STATE/COUNTY-  SC/SPARTANBURG
 ED3260  USGS QUAD   -  REIDVILLE (1983)
 ED3260
 ED3260                         *CURRENT SURVEY CONTROL
 ED3260  ___________________________________________________________________
 ED3260* NAD 83(2001)-  34 51 24.12483(N)    082 01 22.89772(W)     ADJUSTED  
 ED3260* NAVD 88     -       223.015  (meters)     731.67   (feet)  ADJUSTED  
 ED3260  ___________________________________________________________________
 ED3260  X           -     727,137.995 (meters)                     COMP
 ED3260  Y           -  -5,188,986.667 (meters)                     COMP
 ED3260  Z           -   3,624,942.672 (meters)                     COMP
 ED3260  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 ED3260  ELLIP HEIGHT-         191.73  (meters)          (03/27/03) GPS OBS
 ED3260  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 ED3260  DYNAMIC HT  -         222.794 (meters)     730.95  (feet)  COMP
 ED3260  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 ED3260
 ED3260  HORZ ORDER  -  FIRST
 ED3260  VERT ORDER  -  FIRST     CLASS II
 ED3260  ELLP ORDER  -  FOURTH    CLASS II
 ED3260
 ED3260.The horizontal coordinates were established by GPS observations
 ED3260.and adjusted by the National Geodetic Survey in March 2003..
 ED3260
 ED3260.The orthometric height was determined by differential leveling
 ED3260.and adjusted by the National Geodetic Survey in June 1991..
 ED3260
 ED3260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3260
 ED3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3260
 ED3260.The ellipsoidal height was determined by GPS observations
 ED3260.and is referenced to NAD 83.
 ED3260
 ED3260.The geoid height was determined by GEOID03.
 ED3260
 ED3260.The dynamic height is computed by dividing the NAVD 88
 ED3260.geopotential number by the normal gravity value computed on the
 ED3260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3260.degrees latitude (g = 980.6199 gals.).
 ED3260
 ED3260.The modeled gravity was interpolated from observed gravity values.
 ED3260
 ED3260;                    North         East     Units Scale Factor Converg.
 ED3260;SPC SC       -   335,761.670   516,047.948   MT  1.00000839   -0 34 01.8
 ED3260;SPC SC       - 1,101,580.28  1,693,070.70   iFT  1.00000839   -0 34 01.8
 ED3260;UTM  17      - 3,857,629.163   406,482.888   MT  0.99970779   -0 35 05.0
 ED3260
 ED3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3260!SPC SC       -   0.99996991  x   1.00000839  =   0.99997829
 ED3260!UTM  17      -   0.99996991  x   0.99970779  =   0.99967770
 ED3260
 ED3260:                Primary Azimuth Mark                     Grid Az
 ED3260:SPC SC       -  42 397                                   338 00 22.8
 ED3260:UTM  17      -  42 397                                   338 01 26.0
 ED3260
 ED3260|---------------------------------------------------------------------|
 ED3260| PID    Reference Object                     Distance      Geod. Az  |
 ED3260|                                                           dddmmss.s |
 ED3260| ED3261 42 397                              APPROX. 1.0 KM 3372621.0 |
 ED3260|---------------------------------------------------------------------|
 ED3260
 ED3260                          SUPERSEDED SURVEY CONTROL
 ED3260
 ED3260  NAD 83(1995)-  34 51 24.12487(N)    082 01 22.89694(W) AD(       ) 1
 ED3260  ELLIP H (12/20/99)  191.74   (m)                       GP(       ) 4 1
 ED3260  NAD 83(1986)-  34 51 24.13553(N)    082 01 22.89899(W) AD(       ) 1
 ED3260  NAVD 88 (03/23/92)  223.01   (m)          731.7    (f) LEVELING    3  
 ED3260  NGVD 29 (09/16/91)  223.111  (m)          731.99   (f) ADJUSTED    1 2
 ED3260
 ED3260.Superseded values are not recommended for survey control.
 ED3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3260.See file dsdata.txt to determine how the superseded data were derived.
 ED3260
 ED3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0648357629(NAD 83)
 ED3260_MARKER: DD = SURVEY DISK
 ED3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3260_SP_SET: CONCRETE POST
 ED3260_STAMPING: 42 396 1989
 ED3260_MARK LOGO: SCGS  
 ED3260_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3260+STABILITY: SURFACE MOTION
 ED3260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3260+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 ED3260
 ED3260  HISTORY     - Date     Condition        Report By
 ED3260  HISTORY     - 1989     MONUMENTED       SCGS
 ED3260  HISTORY     - 19900427 GOOD             SCGS
 ED3260
 ED3260                          STATION DESCRIPTION
 ED3260
 ED3260'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3260'STATION IS LOCATED 2.55 MILES NORTHWEST OF MOORE.  OWNERSHIP--ANDREW
 ED3260'GREGORY, 203 BETHANY CHURCH ROAD, MOORE, SC 29369, PHONE
 ED3260'803-576-3744.
 ED3260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 417 (POPLAR
 ED3260'SPRINGS ROAD) AND 290 (MOORE-DUNCAN HIGHWAY), 4.8 MILES NORTHWEST OF
 ED3260'MOORE, GO SOUTHEAST ON HIGHWAY 290 FOR 1.95 MILES TO THE JUNCTION OF
 ED3260'STATE ROAD 121 (BETHANY CHURCH ROAD), TURN RIGHT ON ROAD 121 FOR 0.25
 ED3260'MILE TO THE STATION ON THE LEFT IN THE VEE OF THE JUNCTION OF ORCHARD
 ED3260'DRIVE.
 ED3260'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 ED3260'ORCHARD DRIVE, 22.2 FEET NORTH OF THE CENTER OF ORCHARD DRIVE, 32.4
 ED3260'FEET SOUTH SOUTHEAST OF THE CENTER OF BETHANY CHURCH ROAD, 17.2 FEET
 ED3260'WEST OF A POWER POLE NUMBER 55/109308/041671, 20.0 FEET EAST
 ED3260'NORTHEAST OF A CUT POWER POLE USED FOR A MAIL BOX POST.
 ED3260'DESCRIBED BY J.R. WERNER.
 ED3260
 ED3260                          STATION RECOVERY (1990)
 ED3260
 ED3260'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3261 ***********************************************************************
 ED3261  DESIGNATION -  42 397
 ED3261  PID         -  ED3261
 ED3261  STATE/COUNTY-  SC/SPARTANBURG
 ED3261  USGS QUAD   -  REIDVILLE (1983)
 ED3261
 ED3261                         *CURRENT SURVEY CONTROL
 ED3261  ___________________________________________________________________
 ED3261* NAD 83(2001)-  34 51 54.68542(N)    082 01 38.30224(W)     ADJUSTED  
 ED3261* NAVD 88     -       198.402  (meters)     650.92   (feet)  ADJUSTED  
 ED3261  ___________________________________________________________________
 ED3261  X           -     726,672.995 (meters)                     COMP
 ED3261  Y           -  -5,188,487.834 (meters)                     COMP
 ED3261  Z           -   3,625,701.368 (meters)                     COMP
 ED3261  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 ED3261  ELLIP HEIGHT-         167.10  (meters)          (03/27/03) GPS OBS
 ED3261  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 ED3261  DYNAMIC HT  -         198.205 (meters)     650.28  (feet)  COMP
 ED3261  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 ED3261
 ED3261  HORZ ORDER  -  FIRST
 ED3261  VERT ORDER  -  FIRST     CLASS II
 ED3261  ELLP ORDER  -  FOURTH    CLASS II
 ED3261
 ED3261.The horizontal coordinates were established by GPS observations
 ED3261.and adjusted by the National Geodetic Survey in March 2003..
 ED3261
 ED3261.The orthometric height was determined by differential leveling
 ED3261.and adjusted by the National Geodetic Survey in June 1991..
 ED3261
 ED3261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3261
 ED3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3261
 ED3261.The ellipsoidal height was determined by GPS observations
 ED3261.and is referenced to NAD 83.
 ED3261
 ED3261.The geoid height was determined by GEOID03.
 ED3261
 ED3261.The dynamic height is computed by dividing the NAVD 88
 ED3261.geopotential number by the normal gravity value computed on the
 ED3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3261.degrees latitude (g = 980.6199 gals.).
 ED3261
 ED3261.The modeled gravity was interpolated from observed gravity values.
 ED3261
 ED3261;                    North         East     Units Scale Factor Converg.
 ED3261;SPC SC       -   336,707.273   515,666.020   MT  1.00001148   -0 34 10.3
 ED3261;SPC SC       - 1,104,682.65  1,691,817.65   iFT  1.00001148   -0 34 10.3
 ED3261;UTM  17      - 3,858,574.599   406,101.367   MT  0.99970867   -0 35 14.3
 ED3261
 ED3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3261!SPC SC       -   0.99997377  x   1.00001148  =   0.99998525
 ED3261!UTM  17      -   0.99997377  x   0.99970867  =   0.99968245
 ED3261
 ED3261:                Primary Azimuth Mark                     Grid Az
 ED3261:SPC SC       -  42 398                                   315 26 44.8
 ED3261:UTM  17      -  42 398                                   315 27 48.8
 ED3261
 ED3261|---------------------------------------------------------------------|
 ED3261| PID    Reference Object                     Distance      Geod. Az  |
 ED3261|                                                           dddmmss.s |
 ED3261| ED3262 42 398                              APPROX. 1.5 KM 3145234.5 |
 ED3261|---------------------------------------------------------------------|
 ED3261
 ED3261                          SUPERSEDED SURVEY CONTROL
 ED3261
 ED3261  NAD 83(1995)-  34 51 54.68547(N)    082 01 38.30145(W) AD(       ) 1
 ED3261  ELLIP H (12/20/99)  167.11   (m)                       GP(       ) 4 1
 ED3261  NAD 83(1986)-  34 51 54.69607(N)    082 01 38.30341(W) AD(       ) 1
 ED3261  NAVD 88 (03/23/92)  198.40   (m)          650.9    (f) LEVELING    3  
 ED3261  NGVD 29 (09/16/91)  198.495  (m)          651.23   (f) ADJUSTED    1 2
 ED3261
 ED3261.Superseded values are not recommended for survey control.
 ED3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3261.See file dsdata.txt to determine how the superseded data were derived.
 ED3261
 ED3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0610158575(NAD 83)
 ED3261_MARKER: DD = SURVEY DISK
 ED3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3261_SP_SET: CONCRETE POST
 ED3261_STAMPING: 42 397 1989
 ED3261_MARK LOGO: SCGS  
 ED3261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3261+STABILITY: SURFACE MOTION
 ED3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3261+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3261
 ED3261  HISTORY     - Date     Condition        Report By
 ED3261  HISTORY     - 1989     MONUMENTED       SCGS
 ED3261  HISTORY     - 19900427 GOOD             SCGS
 ED3261
 ED3261                          STATION DESCRIPTION
 ED3261
 ED3261'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3261'STATION IS LOCATED 3.15 MILES NORTHWEST OF MOORE, 4.7 MILES EAST OF
 ED3261'REIDVILLE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED3261'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 ED3261'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 417 (POPLAR
 ED3261'SPRINGS ROAD) AND 290 (MOORE-DUNCAN HIGHWAY), 4.8 MILES NORTHWEST OF
 ED3261'MOORE, GO SOUTHEAST ON HIGHWAY 290 FOR 1.50 MILES TO THE STATION IN
 ED3261'THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD 64 (JUNCTION ALSO HAS A
 ED3261'MAJOR POWER LINE CROSSING).
 ED3261'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3261'HIGHWAY, 97.8 FEET NORTHWEST OF THE CENTER OF THE ROAD, 40.8 FEET
 ED3261'NORTHEAST OF THE CENTER OF THE HIGHWAY, 114.9 FEET WEST NORTHWEST OF
 ED3261'BENCH MARK H 88 (IN A CONCRETE BOX CULVERT UNDER ROAD 64), 15.2 FEET
 ED3261'SOUTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 15.2
 ED3261'FEET SOUTHWEST OF A WITNESS POST.
 ED3261'STATION IS GPS-ABLE WITH LESS OBSTRUCTIONS WITH A TALL TRIPOD SET UP.
 ED3261'DESCRIBED BY J.R. WERNER.
 ED3261
 ED3261                          STATION RECOVERY (1990)
 ED3261
 ED3261'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3263 ***********************************************************************
 ED3263  DESIGNATION -  42 399
 ED3263  PID         -  ED3263
 ED3263  STATE/COUNTY-  SC/SPARTANBURG
 ED3263  USGS QUAD   -  REIDVILLE (1983)
 ED3263
 ED3263                         *CURRENT SURVEY CONTROL
 ED3263  ___________________________________________________________________
 ED3263* NAD 83(2001)-  34 52 18.38935(N)    082 02 57.98283(W)     ADJUSTED  
 ED3263* NAVD 88     -       227.674  (meters)     746.96   (feet)  ADJUSTED  
 ED3263  ___________________________________________________________________
 ED3263  X           -     724,614.175 (meters)                     COMP
 ED3263  Y           -  -5,188,378.354 (meters)                     COMP
 ED3263  Z           -   3,626,317.446 (meters)                     COMP
 ED3263  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 ED3263  ELLIP HEIGHT-         196.38  (meters)          (03/27/03) GPS OBS
 ED3263  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 ED3263  DYNAMIC HT  -         227.448 (meters)     746.22  (feet)  COMP
 ED3263  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 ED3263
 ED3263  HORZ ORDER  -  FIRST
 ED3263  VERT ORDER  -  FIRST     CLASS II
 ED3263  ELLP ORDER  -  FOURTH    CLASS II
 ED3263
 ED3263.The horizontal coordinates were established by GPS observations
 ED3263.and adjusted by the National Geodetic Survey in March 2003..
 ED3263
 ED3263.The orthometric height was determined by differential leveling
 ED3263.and adjusted by the National Geodetic Survey in June 1991..
 ED3263
 ED3263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3263
 ED3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3263
 ED3263.The ellipsoidal height was determined by GPS observations
 ED3263.and is referenced to NAD 83.
 ED3263
 ED3263.The geoid height was determined by GEOID03.
 ED3263
 ED3263.The dynamic height is computed by dividing the NAVD 88
 ED3263.geopotential number by the normal gravity value computed on the
 ED3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3263.degrees latitude (g = 980.6199 gals.).
 ED3263
 ED3263.The modeled gravity was interpolated from observed gravity values.
 ED3263
 ED3263;                    North         East     Units Scale Factor Converg.
 ED3263;SPC SC       -   337,458.043   513,649.682   MT  1.00001389   -0 34 54.5
 ED3263;SPC SC       - 1,107,145.81  1,685,202.37   iFT  1.00001389   -0 34 54.5
 ED3263;UTM  17      - 3,859,325.775   404,085.873   MT  0.99971338   -0 36 00.2
 ED3263
 ED3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3263!SPC SC       -   0.99996918  x   1.00001389  =   0.99998306
 ED3263!UTM  17      -   0.99996918  x   0.99971338  =   0.99968256
 ED3263
 ED3263:                Primary Azimuth Mark                     Grid Az
 ED3263:SPC SC       -  42 398                                   073 37 35.8
 ED3263:UTM  17      -  42 398                                   073 38 41.5
 ED3263
 ED3263|---------------------------------------------------------------------|
 ED3263| PID    Reference Object                     Distance      Geod. Az  |
 ED3263|                                                           dddmmss.s |
 ED3263| ED3262 42 398                              APPROX. 1.0 KM 0730241.3 |
 ED3263|---------------------------------------------------------------------|
 ED3263
 ED3263                          SUPERSEDED SURVEY CONTROL
 ED3263
 ED3263  NAD 83(1995)-  34 52 18.38946(N)    082 02 57.98199(W) AD(       ) 1
 ED3263  ELLIP H (12/20/99)  196.39   (m)                       GP(       ) 4 1
 ED3263  NAD 83(1986)-  34 52 18.39980(N)    082 02 57.98363(W) AD(       ) 1
 ED3263  NAVD 88 (03/23/92)  227.67   (m)          746.9    (f) LEVELING    3  
 ED3263  NGVD 29 (09/16/91)  227.770  (m)          747.28   (f) ADJUSTED    1 2
 ED3263
 ED3263.Superseded values are not recommended for survey control.
 ED3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3263.See file dsdata.txt to determine how the superseded data were derived.
 ED3263
 ED3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0408659326(NAD 83)
 ED3263_MARKER: DD = SURVEY DISK
 ED3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3263_SP_SET: CONCRETE POST
 ED3263_STAMPING: 42 399 1989
 ED3263_MARK LOGO: SCGS  
 ED3263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3263+STABILITY: SURFACE MOTION
 ED3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3263+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3263
 ED3263  HISTORY     - Date     Condition        Report By
 ED3263  HISTORY     - 1989     MONUMENTED       SCGS
 ED3263  HISTORY     - 19900427 GOOD             SCGS
 ED3263
 ED3263                          STATION DESCRIPTION
 ED3263
 ED3263'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3263'STATION IS LOCATED 3.45 MILES EAST NORTHEAST OF REIDVILLE AND 4.05
 ED3263'MILES NORTHWEST OF MOORE.  OWNERSHIP--HASKEL SEXTON, 656 HIGHWAY 417,
 ED3263'MOORE, SC 29369, PHONE 803-576-1339.
 ED3263'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS 417 (POPLAR
 ED3263'SPRINGS ROAD) AND 290 (MOORE-DUNCAN HIGHWAY), 4.8 MILES NORTHWEST OF
 ED3263'MOORE, GO SOUTHWEST ON HIGHWAY 417 FOR 0.5 MILE TO THE STATION ON THE
 ED3263'RIGHT ON THE WEST SIDE OF A SMALL POND.
 ED3263'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 6.0 FEET ABOVE
 ED3263'THE HIGHWAY, 161.0 FEET EAST NORTHEAST OF A POWER POLE WITH A
 ED3263'TRANSFORMER AND A SECURITY LIGHT, 125.9 FEET NORTH NORTHEAST OF THE
 ED3263'EAST CORNER OF A BRICK HOUSE, 94.2 FEET NORTH OF THE NORTH CORNER OF
 ED3263'A BRICK WATER PUMP SHED, 116.6 FEET NORTHWEST OF A FLAG POLE, 2.8
 ED3263'FEET WEST OF A PVC PIPE FENCE, 38.0 FEET WEST OF THE APPROXIMATE EDGE
 ED3263'OF THE POND.
 ED3263'STATION IS GPS-ABLE WITH LESS OBSTRUCTIONS WITH A TALL TRIPOD SET UP.
 ED3263'DESCRIBED BY J.R. WERNER.
 ED3263
 ED3263                          STATION RECOVERY (1990)
 ED3263
 ED3263'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3264 ***********************************************************************
 ED3264  DESIGNATION -  42 400
 ED3264  PID         -  ED3264
 ED3264  STATE/COUNTY-  SC/SPARTANBURG
 ED3264  USGS QUAD   -  REIDVILLE (1983)
 ED3264
 ED3264                         *CURRENT SURVEY CONTROL
 ED3264  ___________________________________________________________________
 ED3264* NAD 83(2001)-  34 50 01.73327(N)    082 04 17.72393(W)     ADJUSTED  
 ED3264* NAVD 88     -       217.836  (meters)     714.68   (feet)  ADJUSTED  
 ED3264  ___________________________________________________________________
 ED3264  X           -     722,939.170 (meters)                     COMP
 ED3264  Y           -  -5,191,033.787 (meters)                     COMP
 ED3264  Z           -   3,622,855.936 (meters)                     COMP
 ED3264  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 ED3264  ELLIP HEIGHT-         186.59  (meters)          (03/27/03) GPS OBS
 ED3264  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 ED3264  DYNAMIC HT  -         217.619 (meters)     713.97  (feet)  COMP
 ED3264  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 ED3264
 ED3264  HORZ ORDER  -  FIRST
 ED3264  VERT ORDER  -  FIRST     CLASS II
 ED3264  ELLP ORDER  -  FOURTH    CLASS II
 ED3264
 ED3264.The horizontal coordinates were established by GPS observations
 ED3264.and adjusted by the National Geodetic Survey in March 2003..
 ED3264
 ED3264.The orthometric height was determined by differential leveling
 ED3264.and adjusted by the National Geodetic Survey in June 1991..
 ED3264
 ED3264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3264
 ED3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3264
 ED3264.The ellipsoidal height was determined by GPS observations
 ED3264.and is referenced to NAD 83.
 ED3264
 ED3264.The geoid height was determined by GEOID03.
 ED3264
 ED3264.The dynamic height is computed by dividing the NAVD 88
 ED3264.geopotential number by the normal gravity value computed on the
 ED3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3264.degrees latitude (g = 980.6199 gals.).
 ED3264
 ED3264.The modeled gravity was interpolated from observed gravity values.
 ED3264
 ED3264;                    North         East     Units Scale Factor Converg.
 ED3264;SPC SC       -   333,267.817   511,580.885   MT  1.00000017   -0 35 38.7
 ED3264;SPC SC       - 1,093,398.35  1,678,414.98   iFT  1.00000017   -0 35 38.7
 ED3264;UTM  17      - 3,855,137.425   402,016.352   MT  0.99971833   -0 36 43.7
 ED3264
 ED3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3264!SPC SC       -   0.99997071  x   1.00000017  =   0.99997088
 ED3264!UTM  17      -   0.99997071  x   0.99971833  =   0.99968905
 ED3264
 ED3264:                Primary Azimuth Mark                     Grid Az
 ED3264:SPC SC       -  42 401                                   234 50 47.9
 ED3264:UTM  17      -  42 401                                   234 51 52.9
 ED3264
 ED3264|---------------------------------------------------------------------|
 ED3264| PID    Reference Object                     Distance      Geod. Az  |
 ED3264|                                                           dddmmss.s |
 ED3264| ED3265 42 401                              APPROX. 0.8 KM 2341509.2 |
 ED3264|---------------------------------------------------------------------|
 ED3264
 ED3264                          SUPERSEDED SURVEY CONTROL
 ED3264
 ED3264  NAD 83(1995)-  34 50 01.73338(N)    082 04 17.72299(W) AD(       ) 1
 ED3264  ELLIP H (12/20/99)  186.60   (m)                       GP(       ) 4 1
 ED3264  NAD 83(1986)-  34 50 01.74406(N)    082 04 17.72559(W) AD(       ) 1
 ED3264  NAVD 88 (03/23/92)  217.84   (m)          714.7    (f) LEVELING    3  
 ED3264  NGVD 29 (09/16/91)  217.933  (m)          715.00   (f) ADJUSTED    1 2
 ED3264
 ED3264.Superseded values are not recommended for survey control.
 ED3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3264.See file dsdata.txt to determine how the superseded data were derived.
 ED3264
 ED3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0201655137(NAD 83)
 ED3264_MARKER: DD = SURVEY DISK
 ED3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3264_SP_SET: CONCRETE POST
 ED3264_STAMPING: 42 400 1989
 ED3264_MARK LOGO: SCGS  
 ED3264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3264+STABILITY: SURFACE MOTION
 ED3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3264+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 ED3264
 ED3264  HISTORY     - Date     Condition        Report By
 ED3264  HISTORY     - 1989     MONUMENTED       SCGS
 ED3264  HISTORY     - 19900427 GOOD             SCGS
 ED3264
 ED3264                          STATION DESCRIPTION
 ED3264
 ED3264'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3264'STATION IS LOCATED 3.0 MILES SOUTHEAST OF REIDVILLE.  OWNERSHIP--CHIP
 ED3264'T. PAUL HERRINGTON, 1621 HIGHWAY 147, WOODRUFF, SC 29388, PHONE
 ED3264'803-439-7644.
 ED3264'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 417 (POPLAR
 ED3264'SPRINGS ROAD) AND 290 (MOORE-DUNCAN HIGHWAY), 4.8 MILES NORTHWEST OF
 ED3264'MOORE, GO SOUTHWEST ON HIGHWAY 417 FOR 2.85 MILES TO THE BRIDGE OVER
 ED3264'BENS CREEK, CONTINUE ON HIGHWAY 417 FOR 0.65 MILE TO THE JUNCTION
 ED3264'PINE HILLS ROAD, CONTINUE ON HIGHWAY 417 FOR 0.05 MILE TO PAVED
 ED3264'DRIVEWAY LEADING TO A BIG 2-STORY HOUSE AND THE STATION NEAR A STREET
 ED3264'LIGHT IN SOUTHWEST ANGLE OF THE DRIVEWAY.
 ED3264'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3264'DRIVEWAY, 33.5 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 11.0 FEET
 ED3264'WEST NORTHWEST OF THE CENTER OF THE DRIVEWAY, 12.1 FEET SOUTH
 ED3264'SOUTHWEST OF THE STREET LIGHT POLE, 38.1 FEET NORTH NORTHWEST OF A
 ED3264'REFERENCE WASHER IN TOP OF A FENCE POST.
 ED3264'DESCRIBED BY J.R. WERNER.
 ED3264
 ED3264                          STATION RECOVERY (1990)
 ED3264
 ED3264'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3265 ***********************************************************************
 ED3265  DESIGNATION -  42 401
 ED3265  PID         -  ED3265
 ED3265  STATE/COUNTY-  SC/SPARTANBURG
 ED3265  USGS QUAD   -  REIDVILLE (1983)
 ED3265
 ED3265                         *CURRENT SURVEY CONTROL
 ED3265  ___________________________________________________________________
 ED3265* NAD 83(2001)-  34 49 45.84986(N)    082 04 44.48215(W)     ADJUSTED  
 ED3265* NAVD 88     -       232.740  (meters)     763.58   (feet)  ADJUSTED  
 ED3265  ___________________________________________________________________
 ED3265  X           -     722,305.960 (meters)                     COMP
 ED3265  Y           -  -5,191,416.572 (meters)                     COMP
 ED3265  Z           -   3,622,462.683 (meters)                     COMP
 ED3265  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 ED3265  ELLIP HEIGHT-         201.52  (meters)          (03/27/03) GPS OBS
 ED3265  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ED3265  DYNAMIC HT  -         232.508 (meters)     762.82  (feet)  COMP
 ED3265  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 ED3265
 ED3265  HORZ ORDER  -  FIRST
 ED3265  VERT ORDER  -  FIRST     CLASS II
 ED3265  ELLP ORDER  -  FOURTH    CLASS II
 ED3265
 ED3265.The horizontal coordinates were established by GPS observations
 ED3265.and adjusted by the National Geodetic Survey in March 2003..
 ED3265
 ED3265.The orthometric height was determined by differential leveling
 ED3265.and adjusted by the National Geodetic Survey in June 1991..
 ED3265
 ED3265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3265
 ED3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3265
 ED3265.The ellipsoidal height was determined by GPS observations
 ED3265.and is referenced to NAD 83.
 ED3265
 ED3265.The geoid height was determined by GEOID03.
 ED3265
 ED3265.The dynamic height is computed by dividing the NAVD 88
 ED3265.geopotential number by the normal gravity value computed on the
 ED3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3265.degrees latitude (g = 980.6199 gals.).
 ED3265
 ED3265.The modeled gravity was interpolated from observed gravity values.
 ED3265
 ED3265;                    North         East     Units Scale Factor Converg.
 ED3265;SPC SC       -   332,785.455   510,895.913   MT  0.99999861   -0 35 53.6
 ED3265;SPC SC       - 1,091,815.80  1,676,167.69   iFT  0.99999861   -0 35 53.6
 ED3265;UTM  17      - 3,854,655.415   401,331.419   MT  0.99971999   -0 36 58.7
 ED3265
 ED3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3265!SPC SC       -   0.99996837  x   0.99999861  =   0.99996698
 ED3265!UTM  17      -   0.99996837  x   0.99971999  =   0.99968837
 ED3265
 ED3265:                Primary Azimuth Mark                     Grid Az
 ED3265:SPC SC       -  42 400                                   054 50 47.5
 ED3265:UTM  17      -  42 400                                   054 51 52.6
 ED3265
 ED3265|---------------------------------------------------------------------|
 ED3265| PID    Reference Object                     Distance      Geod. Az  |
 ED3265|                                                           dddmmss.s |
 ED3265| ED3264 42 400                              APPROX. 0.8 KM 0541453.9 |
 ED3265|---------------------------------------------------------------------|
 ED3265
 ED3265                          SUPERSEDED SURVEY CONTROL
 ED3265
 ED3265  NAD 83(1995)-  34 49 45.84999(N)    082 04 44.48116(W) AD(       ) 1
 ED3265  ELLIP H (12/20/99)  201.52   (m)                       GP(       ) 4 1
 ED3265  NAD 83(1986)-  34 49 45.86062(N)    082 04 44.48357(W) AD(       ) 1
 ED3265  NAVD 88 (03/23/92)  232.74   (m)          763.6    (f) LEVELING    3  
 ED3265  NGVD 29 (09/16/91)  232.837  (m)          763.90   (f) ADJUSTED    1 2
 ED3265
 ED3265.Superseded values are not recommended for survey control.
 ED3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3265.See file dsdata.txt to determine how the superseded data were derived.
 ED3265
 ED3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0133154655(NAD 83)
 ED3265_MARKER: DD = SURVEY DISK
 ED3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3265_SP_SET: CONCRETE POST
 ED3265_STAMPING: 42 401 1989
 ED3265_MARK LOGO: SCGS  
 ED3265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3265+STABILITY: SURFACE MOTION
 ED3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3265+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 ED3265
 ED3265  HISTORY     - Date     Condition        Report By
 ED3265  HISTORY     - 1989     MONUMENTED       SCGS
 ED3265  HISTORY     - 19900427 GOOD             SCGS
 ED3265  HISTORY     - 20041115 GOOD             NEWBY
 ED3265
 ED3265                          STATION DESCRIPTION
 ED3265
 ED3265'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3265'STATION IS LOCATED 2.9 MILES SOUTHEAST OF REIDVILLE.
 ED3265'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3265'COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3265'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 417
 ED3265'(POPLAR SPRINGS ROAD), 3.7 MILES SOUTHWEST OF REIDVILLE, GO NORTHEAST
 ED3265'ON HIGHWAY 417 FOR 3.45 MILES TO THE STATION IN THE SOUTHWEST ANGLE
 ED3265'OF THE JUNCTION OF STATE ROAD 602 (CHICKEN FOOT CREEK ROAD).
 ED3265'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3265'ROAD, 32.0 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 44.1
 ED3265'FEET WEST NORTHWEST OF THE CENTER OF THE ROAD, 19.3 FEET NORTHEAST OF
 ED3265'A WIRE FENCE, 31.5 FEET NORTH OF A GATE POST (FENCE CORNER), 16.2
 ED3265'FEET SOUTHWEST OF A WITNESS POST.
 ED3265'DESCRIBED BY J.R. WERNER.
 ED3265
 ED3265                          STATION RECOVERY (1990)
 ED3265
 ED3265'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3265'RECOVERED IN GOOD CONDITION.
 ED3265
 ED3265                          STATION RECOVERY (2004)
 ED3265
 ED3265'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2004 (RDP)
 ED3265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3266 ***********************************************************************
 ED3266  DESIGNATION -  42 402
 ED3266  PID         -  ED3266
 ED3266  STATE/COUNTY-  SC/SPARTANBURG
 ED3266  USGS QUAD   -  REIDVILLE (1983)
 ED3266
 ED3266                         *CURRENT SURVEY CONTROL
 ED3266  ___________________________________________________________________
 ED3266* NAD 83(2001)-  34 49 05.23622(N)    082 06 06.35772(W)     ADJUSTED  
 ED3266* NAVD 88     -       250.023  (meters)     820.28   (feet)  ADJUSTED  
 ED3266  ___________________________________________________________________
 ED3266  X           -     720,345.367 (meters)                     COMP
 ED3266  Y           -  -5,192,424.890 (meters)                     COMP
 ED3266  Z           -   3,621,445.118 (meters)                     COMP
 ED3266  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 ED3266  ELLIP HEIGHT-         218.82  (meters)          (03/27/03) GPS OBS
 ED3266  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 ED3266  DYNAMIC HT  -         249.773 (meters)     819.46  (feet)  COMP
 ED3266  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 ED3266
 ED3266  HORZ ORDER  -  FIRST
 ED3266  VERT ORDER  -  FIRST     CLASS II
 ED3266  ELLP ORDER  -  FOURTH    CLASS II
 ED3266
 ED3266.The horizontal coordinates were established by GPS observations
 ED3266.and adjusted by the National Geodetic Survey in March 2003..
 ED3266
 ED3266.The orthometric height was determined by differential leveling
 ED3266.and adjusted by the National Geodetic Survey in June 1991..
 ED3266
 ED3266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3266
 ED3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3266
 ED3266.The ellipsoidal height was determined by GPS observations
 ED3266.and is referenced to NAD 83.
 ED3266
 ED3266.The geoid height was determined by GEOID03.
 ED3266
 ED3266.The dynamic height is computed by dividing the NAVD 88
 ED3266.geopotential number by the normal gravity value computed on the
 ED3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3266.degrees latitude (g = 980.6199 gals.).
 ED3266
 ED3266.The modeled gravity was interpolated from observed gravity values.
 ED3266
 ED3266;                    North         East     Units Scale Factor Converg.
 ED3266;SPC SC       -   331,555.934   508,802.203   MT  0.99999463   -0 36 38.9
 ED3266;SPC SC       - 1,087,781.94  1,669,298.57   iFT  0.99999463   -0 36 38.9
 ED3266;UTM  17      - 3,853,426.896   399,237.892   MT  0.99972513   -0 37 44.9
 ED3266
 ED3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3266!SPC SC       -   0.99996565  x   0.99999463  =   0.99996028
 ED3266!UTM  17      -   0.99996565  x   0.99972513  =   0.99969079
 ED3266
 ED3266                          SUPERSEDED SURVEY CONTROL
 ED3266
 ED3266  NAD 83(1995)-  34 49 05.23617(N)    082 06 06.35710(W) AD(       ) 1
 ED3266  ELLIP H (12/20/99)  218.83   (m)                       GP(       ) 4 1
 ED3266  NAD 83(1986)-  34 49 05.24684(N)    082 06 06.35940(W) AD(       ) 1
 ED3266  NAVD 88 (03/23/92)  250.02   (m)          820.3    (f) LEVELING    3  
 ED3266  NGVD 29 (09/16/91)  250.121  (m)          820.61   (f) ADJUSTED    1 2
 ED3266
 ED3266.Superseded values are not recommended for survey control.
 ED3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3266.See file dsdata.txt to determine how the superseded data were derived.
 ED3266
 ED3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9923853427(NAD 83)
 ED3266_MARKER: DD = SURVEY DISK
 ED3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3266_SP_SET: CONCRETE POST
 ED3266_STAMPING: 42 402 1989
 ED3266_MARK LOGO: SCGS  
 ED3266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3266+STABILITY: SURFACE MOTION
 ED3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3266+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 ED3266
 ED3266  HISTORY     - Date     Condition        Report By
 ED3266  HISTORY     - 1989     MONUMENTED       SCGS
 ED3266  HISTORY     - 19900427 GOOD             SCGS
 ED3266  HISTORY     - 20041115 GOOD             NEWBY
 ED3266
 ED3266                          STATION DESCRIPTION
 ED3266
 ED3266'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3266'STATION IS LOCATED 3.15 MILES SOUTH OF REIDVILLE AND 5.0 MILES WEST
 ED3266'NORTHWEST OF SWITZER.  OWNERSHIP--WAYNE HINTON, 2531 HIGHWAY 417,
 ED3266'WOODRUFF, SC 29388, PHONE 803-439-7977.
 ED3266'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 417
 ED3266'(POPLAR SPRINGS ROAD), 3.7 MILES SOUTHWEST OF REIDVILLE, GO NORTHEAST
 ED3266'ON HIGHWAY 417 FOR 1.9 MILES TO THE JUNCTION OF LOT SWITZER ROAD
 ED3266'4-1937 AND THE STATION IN THE VEE OF THE JUNCTION.
 ED3266'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1 FOOT BELOW THE
 ED3266'HIGHWAY, 171.1 FEET WEST NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 ED3266'HOUSE IN THE VEE OF THE JUNCTION, 60.2 FEET NORTHEAST OF THE CENTER
 ED3266'OF THE ROAD, 24.0 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 ED3266'77.6 FEET WEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED.
 ED3266'DESCRIBED BY J.R. WERNER.
 ED3266
 ED3266                          STATION RECOVERY (1990)
 ED3266
 ED3266'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3266'RECOVERED IN GOOD CONDITION.
 ED3266
 ED3266                          STATION RECOVERY (2004)
 ED3266
 ED3266'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2004 (RDP)
 ED3266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3267 ***********************************************************************
 ED3267  DESIGNATION -  42 403
 ED3267  PID         -  ED3267
 ED3267  STATE/COUNTY-  SC/SPARTANBURG
 ED3267  USGS QUAD   -  REIDVILLE (1983)
 ED3267
 ED3267                         *CURRENT SURVEY CONTROL
 ED3267  ___________________________________________________________________
 ED3267* NAD 83(2001)-  34 48 53.90213(N)    082 07 09.09904(W)     ADJUSTED  
 ED3267* NAVD 88     -       263.022  (meters)     862.93   (feet)  ADJUSTED  
 ED3267  ___________________________________________________________________
 ED3267  X           -     718,794.715 (meters)                     COMP
 ED3267  Y           -  -5,192,851.867 (meters)                     COMP
 ED3267  Z           -   3,621,165.779 (meters)                     COMP
 ED3267  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 ED3267  ELLIP HEIGHT-         231.81  (meters)          (03/27/03) GPS OBS
 ED3267  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 ED3267  DYNAMIC HT  -         262.760 (meters)     862.07  (feet)  COMP
 ED3267  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 ED3267
 ED3267  HORZ ORDER  -  FIRST
 ED3267  VERT ORDER  -  FIRST     CLASS II
 ED3267  ELLP ORDER  -  FOURTH    CLASS II
 ED3267
 ED3267.The horizontal coordinates were established by GPS observations
 ED3267.and adjusted by the National Geodetic Survey in March 2003..
 ED3267
 ED3267.The orthometric height was determined by differential leveling
 ED3267.and adjusted by the National Geodetic Survey in June 1991..
 ED3267
 ED3267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3267
 ED3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3267
 ED3267.The ellipsoidal height was determined by GPS observations
 ED3267.and is referenced to NAD 83.
 ED3267
 ED3267.The geoid height was determined by GEOID03.
 ED3267
 ED3267.The dynamic height is computed by dividing the NAVD 88
 ED3267.geopotential number by the normal gravity value computed on the
 ED3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3267.degrees latitude (g = 980.6199 gals.).
 ED3267
 ED3267.The modeled gravity was interpolated from observed gravity values.
 ED3267
 ED3267;                    North         East     Units Scale Factor Converg.
 ED3267;SPC SC       -   331,223.819   507,204.025   MT  0.99999353   -0 37 13.7
 ED3267;SPC SC       - 1,086,692.32  1,664,055.20   iFT  0.99999353   -0 37 13.7
 ED3267;UTM  17      - 3,853,095.383   397,640.035   MT  0.99972914   -0 38 20.5
 ED3267
 ED3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3267!SPC SC       -   0.99996361  x   0.99999353  =   0.99995714
 ED3267!UTM  17      -   0.99996361  x   0.99972914  =   0.99969276
 ED3267
 ED3267:                Primary Azimuth Mark                     Grid Az
 ED3267:SPC SC       -  42 404                                   262 32 26.0
 ED3267:UTM  17      -  42 404                                   262 33 32.8
 ED3267
 ED3267|---------------------------------------------------------------------|
 ED3267| PID    Reference Object                     Distance      Geod. Az  |
 ED3267|                                                           dddmmss.s |
 ED3267| ED3268 42 404                              APPROX. 1.4 KM 2615512.3 |
 ED3267|---------------------------------------------------------------------|
 ED3267
 ED3267                          SUPERSEDED SURVEY CONTROL
 ED3267
 ED3267  NAD 83(1995)-  34 48 53.90205(N)    082 07 09.09856(W) AD(       ) 1
 ED3267  ELLIP H (12/20/99)  231.83   (m)                       GP(       ) 4 1
 ED3267  NAD 83(1986)-  34 48 53.91258(N)    082 07 09.10059(W) AD(       ) 1
 ED3267  NAVD 88 (03/23/92)  263.02   (m)          862.9    (f) LEVELING    3  
 ED3267  NGVD 29 (09/16/91)  263.121  (m)          863.26   (f) ADJUSTED    1 2
 ED3267
 ED3267.Superseded values are not recommended for survey control.
 ED3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3267.See file dsdata.txt to determine how the superseded data were derived.
 ED3267
 ED3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9764053095(NAD 83)
 ED3267_MARKER: DD = SURVEY DISK
 ED3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3267_SP_SET: CONCRETE POST
 ED3267_STAMPING: 42 403 1989
 ED3267_MARK LOGO: SCGS  
 ED3267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3267+STABILITY: SURFACE MOTION
 ED3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3267+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 ED3267
 ED3267  HISTORY     - Date     Condition        Report By
 ED3267  HISTORY     - 1989     MONUMENTED       SCGS
 ED3267  HISTORY     - 19900427 GOOD             SCGS
 ED3267  HISTORY     - 20041115 MARK NOT FOUND   NEWBY
 ED3267
 ED3267                          STATION DESCRIPTION
 ED3267
 ED3267'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3267'STATION IS LOCATED 3.35 MILES SOUTH OF REIDVILLE AND 5.95 MILES WEST
 ED3267'OF SWITZER.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 ED3267'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3267'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 417
 ED3267'(POPLAR SPRINGS ROAD), 3.7 MILES SOUTHWEST OF REIDVILLE, GO NORTHEAST
 ED3267'ON HIGHWAY 417 FOR 0.9 MILE TO THE STATION NEAR A POWER POLE IN
 ED3267'SOUTHEAST ANGLE OF THE JUNCTION OF A GRAVEL ROAD (AN ALUMINUM
 ED3267'BUILDING ALSO IN THE SOUTHEAST ANGLE), 0.4 MILE SOUTHWEST OF THE
 ED3267'JUNCTION OF STATE ROAD 195.
 ED3267'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3267'HIGHWAY, 138.5 FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF THE
 ED3267'BUILDING, 31.4 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 31.6 FEET
 ED3267'SOUTHWEST OF THE CENTER OF THE ROAD, 4.7 FEET SOUTH SOUTHWEST OF THE
 ED3267'POWER POLE WITH GUY WIRE, 14.0 FEET WEST OF A POWER POLE WITH SIX GUY
 ED3267'WIRES AND A TRANSFORMER, 4.7 FEET SOUTH SOUTHWEST OF A WITNESS POST.
 ED3267'DESCRIBED BY J.R. WERNER.
 ED3267
 ED3267                          STATION RECOVERY (1990)
 ED3267
 ED3267'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3267'RECOVERED IN GOOD CONDITION.
 ED3267
 ED3267                          STATION RECOVERY (2004)
 ED3267
 ED3267'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2004 (RDP)
 ED3267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3268 ***********************************************************************
 ED3268  DESIGNATION -  42 404
 ED3268  PID         -  ED3268
 ED3268  STATE/COUNTY-  SC/SPARTANBURG
 ED3268  USGS QUAD   -  PELHAM (1983)
 ED3268
 ED3268                         *CURRENT SURVEY CONTROL
 ED3268  ___________________________________________________________________
 ED3268* NAD 83(2001)-  34 48 47.43286(N)    082 08 04.32255(W)     ADJUSTED  
 ED3268* NAVD 88     -       253.761  (meters)     832.55   (feet)  ADJUSTED  
 ED3268  ___________________________________________________________________
 ED3268  X           -     717,418.937 (meters)                     COMP
 ED3268  Y           -  -5,193,149.342 (meters)                     COMP
 ED3268  Z           -   3,620,996.813 (meters)                     COMP
 ED3268  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 ED3268  ELLIP HEIGHT-         222.55  (meters)          (03/27/03) GPS OBS
 ED3268  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 ED3268  DYNAMIC HT  -         253.507 (meters)     831.71  (feet)  COMP
 ED3268  MODELED GRAV-     979,628.0   (mgal)                       NAVD 88
 ED3268
 ED3268  HORZ ORDER  -  SECOND
 ED3268  VERT ORDER  -  FIRST     CLASS II
 ED3268  ELLP ORDER  -  FOURTH    CLASS II
 ED3268
 ED3268.The horizontal coordinates were established by classical geodetic methods
 ED3268.and adjusted by the National Geodetic Survey in March 2003..
 ED3268
 ED3268.The orthometric height was determined by differential leveling
 ED3268.and adjusted by the National Geodetic Survey in June 1991..
 ED3268
 ED3268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3268
 ED3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3268
 ED3268.The ellipsoidal height was determined by GPS observations
 ED3268.and is referenced to NAD 83.
 ED3268
 ED3268.The geoid height was determined by GEOID03.
 ED3268
 ED3268.The dynamic height is computed by dividing the NAVD 88
 ED3268.geopotential number by the normal gravity value computed on the
 ED3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3268.degrees latitude (g = 980.6199 gals.).
 ED3268
 ED3268.The modeled gravity was interpolated from observed gravity values.
 ED3268
 ED3268;                    North         East     Units Scale Factor Converg.
 ED3268;SPC SC       -   331,039.779   505,798.436   MT  0.99999290   -0 37 44.3
 ED3268;SPC SC       - 1,086,088.51  1,659,443.69   iFT  0.99999290   -0 37 44.3
 ED3268;UTM  17      - 3,852,911.849   396,234.755   MT  0.99973271   -0 38 52.0
 ED3268
 ED3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3268!SPC SC       -   0.99996507  x   0.99999290  =   0.99995797
 ED3268!UTM  17      -   0.99996507  x   0.99973271  =   0.99969779
 ED3268
 ED3268:                Primary Azimuth Mark                     Grid Az
 ED3268:SPC SC       -  42 403                                   082 32 25.1
 ED3268:UTM  17      -  42 403                                   082 33 32.8
 ED3268
 ED3268|---------------------------------------------------------------------|
 ED3268| PID    Reference Object                     Distance      Geod. Az  |
 ED3268|                                                           dddmmss.s |
 ED3268| ED3267 42 403                              APPROX. 1.4 KM 0815440.8 |
 ED3268|---------------------------------------------------------------------|
 ED3268
 ED3268                          SUPERSEDED SURVEY CONTROL
 ED3268
 ED3268  NAD 83(1995)-  34 48 47.43276(N)    082 08 04.32223(W) AD(       ) 2
 ED3268  ELLIP H (12/20/99)  222.56   (m)                       GP(       ) 4 1
 ED3268  NAD 83(1986)-  34 48 47.44318(N)    082 08 04.32398(W) AD(       ) 2
 ED3268  NAVD 88 (03/23/92)  253.76   (m)          832.5    (f) LEVELING    3  
 ED3268  NAVD 88 (09/17/91)  254.19   (m)          834.0    (f) LEVELING    3  
 ED3268  NGVD 29 (09/16/91)  253.859  (m)          832.87   (f) ADJUSTED    1 2
 ED3268
 ED3268.Superseded values are not recommended for survey control.
 ED3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3268.See file dsdata.txt to determine how the superseded data were derived.
 ED3268
 ED3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9623552912(NAD 83)
 ED3268_MARKER: DD = SURVEY DISK
 ED3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3268_SP_SET: CONCRETE POST
 ED3268_STAMPING: 42 404 1989
 ED3268_MARK LOGO: SCGS  
 ED3268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3268+STABILITY: SURFACE MOTION
 ED3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3268+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 ED3268
 ED3268  HISTORY     - Date     Condition        Report By
 ED3268  HISTORY     - 1989     MONUMENTED       SCGS
 ED3268  HISTORY     - 19900427 GOOD             SCGS
 ED3268  HISTORY     - 19900911 GOOD             SCGS
 ED3268  HISTORY     - 19910206 GOOD
 ED3268
 ED3268                          STATION DESCRIPTION
 ED3268
 ED3268'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3268'STATION IS LOCATED 3.7 MILES SOUTHWEST OF REIDVILLE AND 6.0 MILES
 ED3268'SOUTHEAST OF PELHAM, NEAR A POWER POLE, IN THE SOUTHEAST ANGLE OF THE
 ED3268'JUNCTION OF STATE HIGHWAYS 101 AND 417 (POPLAR SPRINGS ROAD).
 ED3268'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3268'COLUMBIA, SC 29202, PHONE 803-737-1314.
 ED3268'STATION IS A CONCRETE POST RECESSED 1-INCH AND LEVEL WITH THE HIGHWAY,
 ED3268'40.2 FEET SOUTH OF THE CENTER OF HIGHWAY 417, 32.0 FEET EAST
 ED3268'NORTHEAST OF THE CENTER OF HIGHWAY 101, 6.3 FEET SOUTH SOUTHWEST OF
 ED3268'THE POWER POLE WITH TWO GUY WIRES, 13.5 FEET NORTH NORTHWEST OF A
 ED3268'WITNESS POST.
 ED3268'DESCRIBED BY J.R. WERNER.
 ED3268
 ED3268                          STATION RECOVERY (1990)
 ED3268
 ED3268'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3268'RECOVERED IN GOOD CONDITION.
 ED3268
 ED3268                          STATION RECOVERY (1990)
 ED3268
 ED3268'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED3268'RECOVERED IN GOOD CONDITION.
 ED3268
 ED3268                          STATION RECOVERY (1991)
 ED3268
 ED3268'RECOVERED 1991
 ED3268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3355 ***********************************************************************
 ED3355  DESIGNATION -  42 405
 ED3355  PID         -  ED3355
 ED3355  STATE/COUNTY-  SC/SPARTANBURG
 ED3355  USGS QUAD   -  WELLFORD (1983)
 ED3355
 ED3355                         *CURRENT SURVEY CONTROL
 ED3355  ___________________________________________________________________
 ED3355* NAD 83(2001)-  34 53 33.28835(N)    082 02 30.39661(W)     ADJUSTED  
 ED3355* NAVD 88     -       208.6    (meters)     684.     (feet)  VERT ANG  
 ED3355  ___________________________________________________________________
 ED3355  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 ED3355  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 ED3355
 ED3355  HORZ ORDER  -  SECOND
 ED3355
 ED3355.The horizontal coordinates were established by classical geodetic methods
 ED3355.and adjusted by the National Geodetic Survey in March 2004..
 ED3355
 ED3355.The orthometric height was determined by vertical angle observations.
 ED3355
 ED3355.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3355
 ED3355.The geoid height was determined by GEOID03.
 ED3355
 ED3355;                    North         East     Units Scale Factor Converg.
 ED3355;SPC SC       -   339,758.983   514,373.538   MT  1.00002160   -0 34 39.2
 ED3355;SPC SC       - 1,114,694.83  1,687,577.22   iFT  1.00002160   -0 34 39.2
 ED3355;UTM  17      - 3,861,625.781   404,810.244   MT  0.99971168   -0 35 45.5
 ED3355
 ED3355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3355!SPC SC       -   0.99997218  x   1.00002160  =   0.99999378
 ED3355!UTM  17      -   0.99997218  x   0.99971168  =   0.99968387
 ED3355
 ED3355                          SUPERSEDED SURVEY CONTROL
 ED3355
 ED3355  NAD 83(1986)-  34 53 33.29954(N)    082 02 30.39805(W) AD(       ) 2
 ED3355
 ED3355.Superseded values are not recommended for survey control.
 ED3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3355.See file dsdata.txt to determine how the superseded data were derived.
 ED3355
 ED3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0481061626(NAD 83)
 ED3355_MARKER: DD = SURVEY DISK
 ED3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3355_SP_SET: CONCRETE POST
 ED3355_STAMPING: 42 405 1989
 ED3355_MARK LOGO: SCGS  
 ED3355_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 ED3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3355+STABILITY: SURFACE MOTION
 ED3355
 ED3355  HISTORY     - Date     Condition        Report By
 ED3355  HISTORY     - 1989     MONUMENTED       SCGS
 ED3355
 ED3355                          STATION DESCRIPTION
 ED3355
 ED3355'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3355'STATION IS LOCATED 4.5 MILES NORTHEAST OF REIDVILLE, 5.4 MILES
 ED3355'NORTHWEST OF MOORE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED3355'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 ED3355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 417 AND 296
 ED3355'(4.0 MILES NORTHEAST OF REIDVILLE), GO NORTHEAST ON HIGHWAY 296 FOR
 ED3355'0.35 MILE TO THE STATION ON THE RIGHT AT THE JUNCTION OF HOLLIFIELD
 ED3355'LANE 5-2650, 0.15 MILE SOUTHWEST OF THE BRIDGE OVER THE MIDDLE TYGER
 ED3355'RIVER.
 ED3355'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3355'HIGHWAY, 72.8 FEET EAST OF A TELEPHONE JUNCTION BOX, 78.4 FEET
 ED3355'SOUTHWEST OF THE EXTENDED CENTER OF HOLLIFIELD LANE, 17.0 FEET
 ED3355'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 59.8 FEET NORTHEAST OF THE
 ED3355'END POST OF A GUARD RAIL, 9.5 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3604 ***********************************************************************
 ED3604  DESIGNATION -  42 406
 ED3604  PID         -  ED3604
 ED3604  STATE/COUNTY-  SC/SPARTANBURG
 ED3604  USGS QUAD   -  REIDVILLE (1983)
 ED3604
 ED3604                         *CURRENT SURVEY CONTROL
 ED3604  ___________________________________________________________________
 ED3604* NAD 83(2001)-  34 47 25.77327(N)    082 02 28.61271(W)     ADJUSTED  
 ED3604* NAVD 88     -       221.8    (meters)     728.     (feet)  GPS OBS   
 ED3604  ___________________________________________________________________
 ED3604  X           -     726,065.424 (meters)                     COMP
 ED3604  Y           -  -5,193,371.334 (meters)                     COMP
 ED3604  Z           -   3,618,912.263 (meters)                     COMP
 ED3604  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 ED3604  ELLIP HEIGHT-         190.69  (meters)          (03/27/03) GPS OBS
 ED3604  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 ED3604
 ED3604  HORZ ORDER  -  FIRST
 ED3604  ELLP ORDER  -  FOURTH    CLASS II
 ED3604
 ED3604.The horizontal coordinates were established by GPS observations
 ED3604.and adjusted by the National Geodetic Survey in March 2003..
 ED3604
 ED3604.The orthometric height was determined by GPS observations and a
 ED3604.high-resolution geoid model.
 ED3604
 ED3604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3604
 ED3604.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3604
 ED3604.The ellipsoidal height was determined by GPS observations
 ED3604.and is referenced to NAD 83.
 ED3604
 ED3604.The geoid height was determined by GEOID03.
 ED3604
 ED3604;                    North         East     Units Scale Factor Converg.
 ED3604;SPC SC       -   328,433.714   514,304.724   MT  0.99998506   -0 34 38.2
 ED3604;SPC SC       - 1,077,538.43  1,687,351.46   iFT  0.99998506   -0 34 38.2
 ED3604;UTM  17      - 3,850,303.833   404,737.961   MT  0.99971185   -0 35 39.0
 ED3604
 ED3604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3604!SPC SC       -   0.99997007  x   0.99998506  =   0.99995513
 ED3604!UTM  17      -   0.99997007  x   0.99971185  =   0.99968193
 ED3604
 ED3604                          SUPERSEDED SURVEY CONTROL
 ED3604
 ED3604  NAD 83(1995)-  34 47 25.77328(N)    082 02 28.61217(W) AD(       ) 1
 ED3604  ELLIP H (12/20/99)  190.69   (m)                       GP(       ) 4 1
 ED3604  NAD 83(1986)-  34 47 25.78402(N)    082 02 28.61458(W) AD(       ) 1
 ED3604
 ED3604.Superseded values are not recommended for survey control.
 ED3604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3604.See file dsdata.txt to determine how the superseded data were derived.
 ED3604
 ED3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0473850304(NAD 83)
 ED3604_MARKER: DD = SURVEY DISK
 ED3604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3604_SP_SET: CONCRETE POST
 ED3604_STAMPING: 42 406 1989
 ED3604_MARK LOGO: SCGS  
 ED3604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3604+STABILITY: SURFACE MOTION
 ED3604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3604+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3604
 ED3604  HISTORY     - Date     Condition        Report By
 ED3604  HISTORY     - 1989     MONUMENTED       SCGS
 ED3604
 ED3604                          STATION DESCRIPTION
 ED3604
 ED3604'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3604'STATION IS LOCATED 3.3 MILES NORTH OF WOODRUFF, 4.1 MILES SOUTHWEST OF
 ED3604'MOORE.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3604'COLUMBIA, SC 29202, PHONE 803-737-1314.
 ED3604'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146, 101 AND
 ED3604'U.S. HIGHWAY 221 IN WOODRUFF, GO NORTHEAST ON HIGHWAY 221 FOR 2.75
 ED3604'MILES TO THE JUNCTION OF STATE ROAD 120 (WADDELL ROAD), TURN LEFT ON
 ED3604'ROAD 120 FOR 1.1 MILES TO THE JUNCTION OF STATE ROAD 197 (OLD
 ED3604'SPARTANBURG HIGHWAY), CONTINUE ON ROAD 120 FOR 0.05 MILE TO THE MARK
 ED3604'ON THE LEFT, BEFORE A MAJOR POWER LINE CROSSING.
 ED3604'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1 FOOT ABOVE THE
 ED3604'ROAD, 93.4 FEET SOUTHEAST OF THE EAST LEG OF A 2 LEGGED STEEL TOWER
 ED3604'(POWER LINE TOWER), 121.3 FEET SOUTH OF THE CENTER OF A DIRT DRIVE
 ED3604'WITH A STEEL GATE, 66.4 FEET NORTH NORTHEAST OF A POWER POLE NUMBER
 ED3604'128, 21.0 FEET WEST OF THE CENTER OF THE ROAD, 2.7 FEET SOUTHWEST OF
 ED3604'A WITNESS POST.
 ED3604'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 ED3604'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2866 ***********************************************************************
 EC2866  DESIGNATION -  42 407
 EC2866  PID         -  EC2866
 EC2866  STATE/COUNTY-  SC/SPARTANBURG
 EC2866  USGS QUAD   -  PACOLET (1983)
 EC2866
 EC2866                         *CURRENT SURVEY CONTROL
 EC2866  ___________________________________________________________________
 EC2866* NAD 83(2001)-  34 54 56.53705(N)    081 45 30.78448(W)     ADJUSTED  
 EC2866* NAVD 88     -       207.0    (meters)     679.     (feet)  GPS OBS   
 EC2866  ___________________________________________________________________
 EC2866  X           -     750,543.824 (meters)                     COMP
 EC2866  Y           -  -5,181,856.562 (meters)                     COMP
 EC2866  Z           -   3,630,302.999 (meters)                     COMP
 EC2866  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EC2866  ELLIP HEIGHT-         175.58  (meters)          (03/27/03) GPS OBS
 EC2866  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EC2866
 EC2866  HORZ ORDER  -  FIRST
 EC2866  ELLP ORDER  -  FOURTH    CLASS II
 EC2866
 EC2866.The horizontal coordinates were established by GPS observations
 EC2866.and adjusted by the National Geodetic Survey in March 2003..
 EC2866
 EC2866.The orthometric height was determined by GPS observations and a
 EC2866.high-resolution geoid model.
 EC2866
 EC2866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2866
 EC2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2866
 EC2866.The ellipsoidal height was determined by GPS observations
 EC2866.and is referenced to NAD 83.
 EC2866
 EC2866.The geoid height was determined by GEOID03.
 EC2866
 EC2866;                    North         East     Units Scale Factor Converg.
 EC2866;SPC SC       -   342,098.904   540,280.826   MT  1.00003032   -0 25 13.9
 EC2866;SPC SC       - 1,122,371.73  1,772,574.89   iFT  1.00003032   -0 25 13.9
 EC2866;UTM  17      - 3,863,957.648   430,709.329   MT  0.99965917   -0 26 03.1
 EC2866
 EC2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2866!SPC SC       -   0.99997244  x   1.00003032  =   1.00000276
 EC2866!UTM  17      -   0.99997244  x   0.99965917  =   0.99963162
 EC2866
 EC2866                          SUPERSEDED SURVEY CONTROL
 EC2866
 EC2866  NAD 83(1995)-  34 54 56.53728(N)    081 45 30.78414(W) AD(       ) 1
 EC2866  ELLIP H (12/20/99)  175.58   (m)                       GP(       ) 4 1
 EC2866  NAD 83(1986)-  34 54 56.54894(N)    081 45 30.78832(W) AD(       ) 1
 EC2866
 EC2866.Superseded values are not recommended for survey control.
 EC2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2866.See file dsdata.txt to determine how the superseded data were derived.
 EC2866
 EC2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU3070963958(NAD 83)
 EC2866_MARKER: DD = SURVEY DISK
 EC2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2866_SP_SET: CONCRETE POST
 EC2866_STAMPING: 42 407 1989
 EC2866_MARK LOGO: SCGS  
 EC2866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2866+STABILITY: SURFACE MOTION
 EC2866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2866+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 EC2866
 EC2866  HISTORY     - Date     Condition        Report By
 EC2866  HISTORY     - 1989     MONUMENTED       SCGS
 EC2866  HISTORY     - 19900413 GOOD
 EC2866  HISTORY     - 20020729 MARK NOT FOUND   SCGS
 EC2866
 EC2866                          STATION DESCRIPTION
 EC2866
 EC2866'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2866'STATION IS LOCATED 1.45 MILES
 EC2866'NORTHNORTHWESTOFPACOLET.OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2866'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC2866'803-737-1314.
 EC2866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 150 AND
 EC2866'U.S. HIGHWAY 176 IN PACOLET, GO NORTHEAST ON HIGHWAY 150 FOR 0.1 MILE
 EC2866'TO THE JUNCTION OF STATE ROAD 227 (MAIN STREET), TURN LEFT ON ROAD
 EC2866'227 FOR 0.6 MILE TO THE JUNCTION OF STATE ROAD 816 (MCDOWELL STREET),
 EC2866'TURN RIGHT ON ROAD 816 FOR 0.7 MILE TO THE JUNCTION OF STATE ROAD 569
 EC2866'(SUNNY ACRES ROAD), TURN RIGHT ON ROAD 569 FOR 0.2 MILE TO THE
 EC2866'JUNCTION OF ROCK QUARRY ROAD AND THE PACOLET PARK, CONTINUE ON ROAD
 EC2866'569 FOR 0.55 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE
 EC2866'NUMBER 1 WITH GUY WIRE, IN FRONT OF THE PACOLET JUNIOR HIGH SCHOOL.
 EC2866'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC2866'ROAD, 24.6 FEET SOUTH OF THE CENTER OF THE ROAD, 29.3 FEET NORTH OF A
 EC2866'CHAIN LINK FENCE SURROUNDING THE SCHOOL, 18.5 FEET WEST OF THE POWER
 EC2866'POLE, 73.7 FEET NORTHEAST OF A FENCE CORNER OF THE CHAIN LINK FENCE,
 EC2866'4.4 FEET WEST OF THE WITNESS POST.
 EC2866'DESCRIBED BY J.R. WERNER.
 EC2866
 EC2866                          STATION RECOVERY (1990)
 EC2866
 EC2866'RECOVERED 1990
 EC2866'RECOVERED IN GOOD CONDITION.
 EC2866
 EC2866                          STATION RECOVERY (2002)
 EC2866
 EC2866'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EC2866'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 EC2866'OF RECEIVING
 EC2866'REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS
 EC2866'STATION WITH NO
 EC2866'RESULTS, PRESUMED DESTROYED BY SCHOOL CONSTRUCTION.
 EC2866'RECOVERY BY T. HALL.
 EC2866' 
 EC2866' 
 EC2866'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3605 ***********************************************************************
 ED3605  DESIGNATION -  42 408
 ED3605  PID         -  ED3605
 ED3605  STATE/COUNTY-  SC/SPARTANBURG
 ED3605  USGS QUAD   -  REIDVILLE (1983)
 ED3605
 ED3605                         *CURRENT SURVEY CONTROL
 ED3605  ___________________________________________________________________
 ED3605* NAD 83(2001)-  34 49 13.18592(N)    082 02 40.18249(W)     ADJUSTED  
 ED3605* NAVD 88     -       237.4    (meters)     779.     (feet)  GPS OBS   
 ED3605  ___________________________________________________________________
 ED3605  X           -     725,514.372 (meters)                     COMP
 ED3605  Y           -  -5,191,553.400 (meters)                     COMP
 ED3605  Z           -   3,621,638.989 (meters)                     COMP
 ED3605  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 ED3605  ELLIP HEIGHT-         206.12  (meters)          (03/27/03) GPS OBS
 ED3605  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 ED3605
 ED3605  HORZ ORDER  -  FIRST
 ED3605  ELLP ORDER  -  FOURTH    CLASS II
 ED3605
 ED3605.The horizontal coordinates were established by GPS observations
 ED3605.and adjusted by the National Geodetic Survey in March 2003..
 ED3605
 ED3605.The orthometric height was determined by GPS observations and a
 ED3605.high-resolution geoid model.
 ED3605
 ED3605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3605
 ED3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3605
 ED3605.The ellipsoidal height was determined by GPS observations
 ED3605.and is referenced to NAD 83.
 ED3605
 ED3605.The geoid height was determined by GEOID03.
 ED3605
 ED3605;                    North         East     Units Scale Factor Converg.
 ED3605;SPC SC       -   331,746.491   514,044.065   MT  0.99999540   -0 34 44.6
 ED3605;SPC SC       - 1,088,407.12  1,686,496.28   iFT  0.99999540   -0 34 44.6
 ED3605;UTM  17      - 3,853,615.767   404,478.366   MT  0.99971246   -0 35 47.2
 ED3605
 ED3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3605!SPC SC       -   0.99996765  x   0.99999540  =   0.99996305
 ED3605!UTM  17      -   0.99996765  x   0.99971246  =   0.99968012
 ED3605
 ED3605                          SUPERSEDED SURVEY CONTROL
 ED3605
 ED3605  NAD 83(1995)-  34 49 13.18601(N)    082 02 40.18177(W) AD(       ) 1
 ED3605  ELLIP H (12/20/99)  206.13   (m)                       GP(       ) 4 1
 ED3605  NAD 83(1986)-  34 49 13.19670(N)    082 02 40.18435(W) AD(       ) 1
 ED3605
 ED3605.Superseded values are not recommended for survey control.
 ED3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3605.See file dsdata.txt to determine how the superseded data were derived.
 ED3605
 ED3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0447853616(NAD 83)
 ED3605_MARKER: DD = SURVEY DISK
 ED3605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3605_SP_SET: CONCRETE POST
 ED3605_STAMPING: 42 408 1989
 ED3605_MARK LOGO: SCGS  
 ED3605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3605+STABILITY: SURFACE MOTION
 ED3605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3605+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ED3605
 ED3605  HISTORY     - Date     Condition        Report By
 ED3605  HISTORY     - 1989     MONUMENTED       SCGS
 ED3605
 ED3605                          STATION DESCRIPTION
 ED3605
 ED3605'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3605'STATION IS LOCATED 3.35 MILES WEST SOUTHWEST OF MOORE, 4.75 MILES
 ED3605'SOUTHEAST OF REIDVILLE.  OWNERSHIP--MR. GRADY HAWKINS, 105 PEARSON
 ED3605'ROAD, WOODRUFF, SC 29388.
 ED3605'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146, 101 AND
 ED3605'U.S. HIGHWAY 221 IN WOODRUFF, GO NORTHEAST ON HIGHWAY 221 FOR 2.75
 ED3605'MILES TO THE JUNCTION OF STATE ROAD 120 (WADDELL ROAD), TURN LEFT ON
 ED3605'ROAD 120 FOR 1.1 MILE TO THE JUNCTION OF STATE ROAD 197 (OLD
 ED3605'SPARTANBURG HIGHWAY), TURN RIGHT ON ROAD 197 FOR 1.3 MILES TO THE
 ED3605'JUNCTION OF SWITZER GREENPOND ROAD 4-2569, TURN LEFT ON ROAD 4-2569
 ED3605'FOR 1.4 MILES TO THE JUNCTION OF PEARSON ROAD 4-2568 AND THE MARK IN
 ED3605'THE WEST ANGLE.
 ED3605'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3605'ROADS, 287.0 FEET SOUTHEAST OF THE SOUTH CORNER OF A LARGE BRICK AND
 ED3605'STUCCO HOUSE, 36.8 FEET SOUTHWEST OF THE CENTER OF ROAD 402568, 85.0
 ED3605'FEET NORTHWEST OF THE CENTER OF ROAD  4-2569, 91.0 FEET SOUTH OF THE
 ED3605'CENTER OF A CONCRETE DRIVE (AT THE END OF THE DRIVE), 14.2 FEET WEST
 ED3605'NORTHWEST OF A WITNESS POST.
 ED3605'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2867 ***********************************************************************
 EC2867  DESIGNATION -  42 409
 EC2867  PID         -  EC2867
 EC2867  STATE/COUNTY-  SC/SPARTANBURG
 EC2867  USGS QUAD   -  PACOLET (1983)
 EC2867
 EC2867                         *CURRENT SURVEY CONTROL
 EC2867  ___________________________________________________________________
 EC2867* NAD 83(2001)-  34 57 23.29883(N)    081 48 11.74390(W)     ADJUSTED  
 EC2867* NAVD 88     -       219.7    (meters)     721.     (feet)  GPS OBS   
 EC2867  ___________________________________________________________________
 EC2867  X           -     746,132.121 (meters)                     COMP
 EC2867  Y           -  -5,179,887.320 (meters)                     COMP
 EC2867  Z           -   3,634,017.984 (meters)                     COMP
 EC2867  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EC2867  ELLIP HEIGHT-         188.19  (meters)          (03/27/03) GPS OBS
 EC2867  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 EC2867
 EC2867  HORZ ORDER  -  FIRST
 EC2867  ELLP ORDER  -  FOURTH    CLASS II
 EC2867
 EC2867.The horizontal coordinates were established by GPS observations
 EC2867.and adjusted by the National Geodetic Survey in March 2003..
 EC2867
 EC2867.The orthometric height was determined by GPS observations and a
 EC2867.high-resolution geoid model.
 EC2867
 EC2867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2867
 EC2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2867
 EC2867.The ellipsoidal height was determined by GPS observations
 EC2867.and is referenced to NAD 83.
 EC2867
 EC2867.The geoid height was determined by GEOID03.
 EC2867
 EC2867;                    North         East     Units Scale Factor Converg.
 EC2867;SPC SC       -   346,652.498   536,230.210   MT  1.00004610   -0 26 43.2
 EC2867;SPC SC       - 1,137,311.35  1,759,285.47   iFT  1.00004610   -0 26 43.2
 EC2867;UTM  17      - 3,868,510.541   426,661.369   MT  0.99966629   -0 27 36.9
 EC2867
 EC2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2867!SPC SC       -   0.99997046  x   1.00004610  =   1.00001656
 EC2867!UTM  17      -   0.99997046  x   0.99966629  =   0.99963676
 EC2867
 EC2867                          SUPERSEDED SURVEY CONTROL
 EC2867
 EC2867  NAD 83(1995)-  34 57 23.29910(N)    081 48 11.74350(W) AD(       ) 1
 EC2867  ELLIP H (12/20/99)  188.19   (m)                       GP(       ) 4 1
 EC2867  NAD 83(1986)-  34 57 23.31059(N)    081 48 11.74776(W) AD(       ) 1
 EC2867
 EC2867.Superseded values are not recommended for survey control.
 EC2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2867.See file dsdata.txt to determine how the superseded data were derived.
 EC2867
 EC2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2666168511(NAD 83)
 EC2867_MARKER: DD = SURVEY DISK
 EC2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2867_SP_SET: CONCRETE POST
 EC2867_STAMPING: 42 409 1989
 EC2867_MARK LOGO: SCGS  
 EC2867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2867+STABILITY: SURFACE MOTION
 EC2867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2867+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 EC2867
 EC2867  HISTORY     - Date     Condition        Report By
 EC2867  HISTORY     - 1989     MONUMENTED       SCGS
 EC2867  HISTORY     - 19900413 GOOD
 EC2867
 EC2867                          STATION DESCRIPTION
 EC2867
 EC2867'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2867'STATION IS LOCATED 5.0 MILFS NORTHWEST OF PACOLET AND 4.2 MILES SOUTH
 EC2867'OF COWPENS.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 EC2867'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC2867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 150 AND
 EC2867'U.S. HIGHWAY 176 IN PACOLET, GO NORTHEAST ON HIGHWAY 150 FOR 0.1 MILE
 EC2867'TO THE JUNCTION OF STATE ROAD 227 (MAIN STREET), TURN LEFT ON ROAD
 EC2867'227 FOR 1.5 MILES TO RAILROAD CROSSING, CONTINUE ON ROAD 227 FOR 0.85
 EC2867'MILE TO THE JUNCTION OF STATE ROAD 108 (GOLDMINE ROAD) AND THE END OF
 EC2867'STATE ROAD 227, TURN RIGHT ON ROAD 108 FOR 2.4 MILES TO THE JUNCTION
 EC2867'OF STATE ROAD 680 (BETHESDA ROAD), CONTINUE ON ROAD 108 FOR 2.15
 EC2867'MILES TO THE STATION ON THF LEFT NEAR THE NORTHEAST CORNER OF A CHAIN
 EC2867'LINK FENCE SURROUNDING M AND M AUTO SALVAGE.
 EC2867'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 EC2867'THE ROAD, 8.8 FEET SOUTH SOUTHEAST OF THE EXTENDED CENTER OF A DIRT
 EC2867'DRIVEWAY, 20.4 FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD, 6.2
 EC2867'FEET EAST NORTHEAST OF THE FENCE, 10.7 FEET SOUTHEAST OF THE
 EC2867'NORTHEAST FENCE CORNER, 74.5 FEET WEST OF A POWER POLE WITH A SCGS
 EC2867'REFERENCE WASHER ATTACHED IN THE SOUTHEAST ANGLE OF THE DIRT DRIVE
 EC2867'AND THE ROAD, 12.5 FEET NORTH OF A WITNESS POST.
 EC2867'DESCRIBED BY J.R. WERNER.
 EC2867
 EC2867                          STATION RECOVERY (1990)
 EC2867
 EC2867'RECOVERED 1990
 EC2867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2868 ***********************************************************************
 EC2868  DESIGNATION -  42 410
 EC2868  PID         -  EC2868
 EC2868  STATE/COUNTY-  SC/SPARTANBURG
 EC2868  USGS QUAD   -  PACOLET (1983)
 EC2868
 EC2868                         *CURRENT SURVEY CONTROL
 EC2868  ___________________________________________________________________
 EC2868* NAD 83(2001)-  34 57 40.85326(N)    081 50 40.42030(W)     ADJUSTED  
 EC2868* NAVD 88     -       227.1    (meters)     745.     (feet)  GPS OBS   
 EC2868  ___________________________________________________________________
 EC2868  X           -     742,355.127 (meters)                     COMP
 EC2868  Y           -  -5,180,122.900 (meters)                     COMP
 EC2868  Z           -   3,634,465.561 (meters)                     COMP
 EC2868  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EC2868  ELLIP HEIGHT-         195.53  (meters)          (03/27/03) GPS OBS
 EC2868  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 EC2868
 EC2868  HORZ ORDER  -  FIRST
 EC2868  ELLP ORDER  -  FOURTH    CLASS II
 EC2868
 EC2868.The horizontal coordinates were established by GPS observations
 EC2868.and adjusted by the National Geodetic Survey in March 2003..
 EC2868
 EC2868.The orthometric height was determined by GPS observations and a
 EC2868.high-resolution geoid model.
 EC2868
 EC2868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2868
 EC2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2868
 EC2868.The ellipsoidal height was determined by GPS observations
 EC2868.and is referenced to NAD 83.
 EC2868
 EC2868.The geoid height was determined by GEOID03.
 EC2868
 EC2868;                    North         East     Units Scale Factor Converg.
 EC2868;SPC SC       -   347,223.547   532,462.472   MT  1.00004802   -0 28 05.6
 EC2868;SPC SC       - 1,139,184.87  1,746,924.12   iFT  1.00004802   -0 28 05.6
 EC2868;UTM  17      - 3,869,082.382   422,895.205   MT  0.99967327   -0 29 02.3
 EC2868
 EC2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2868!SPC SC       -   0.99996931  x   1.00004802  =   1.00001733
 EC2868!UTM  17      -   0.99996931  x   0.99967327  =   0.99964259
 EC2868
 EC2868                          SUPERSEDED SURVEY CONTROL
 EC2868
 EC2868  NAD 83(1995)-  34 57 40.85353(N)    081 50 40.41989(W) AD(       ) 1
 EC2868  ELLIP H (12/20/99)  195.54   (m)                       GP(       ) 4 1
 EC2868  NAD 83(1986)-  34 57 40.86517(N)    081 50 40.42404(W) AD(       ) 1
 EC2868
 EC2868.Superseded values are not recommended for survey control.
 EC2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2868.See file dsdata.txt to determine how the superseded data were derived.
 EC2868
 EC2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2289569082(NAD 83)
 EC2868_MARKER: DD = SURVEY DISK
 EC2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2868_SP_SET: CONCRETE POST
 EC2868_STAMPING: 42 410 1989
 EC2868_MARK LOGO: SCGS  
 EC2868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2868+STABILITY: SURFACE MOTION
 EC2868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2868+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 EC2868
 EC2868  HISTORY     - Date     Condition        Report By
 EC2868  HISTORY     - 1989     MONUMENTED       SCGS
 EC2868  HISTORY     - 19900413 GOOD
 EC2868
 EC2868                          STATION DESCRIPTION
 EC2868
 EC2868'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2868'STATION IS LOCATED 2.2 MILFS SOUTH OF CONVERSE.  OWNERSHIP--SCDHPT,
 EC2868'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC2868'803-737-1314.
 EC2868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 EC2868'ROAD 57 (MAIN STREET) IN CONVERSE, GO SOUTHWEST ON HIGHWAY 29 FOR
 EC2868'3.85 MILES TO THE JUNCTION OF STATE ROAD 538 (FERNWOOD-GLENDALE ROAD)
 EC2868'IN EAST SPARTANBURG, TURN LEFT ON ROAD 538 FOR 2.3 MILES TO THE
 EC2868'PROVIDENCE PRESBYTERIAN CHURCH ON THE RIGHT, CONTINUE ON ROAD 538 FOR
 EC2868'1.1 MILES TO THE JUNCTION OF STATE ROAD 30 (CLIFTON-GLENDALE ROAD),
 EC2868'TURN LEFT ON ROAD 30 FOR 0.1 MILE TO THE STATION ON THE LEFT NEAR A
 EC2868'POWER LINE STUB POLE WITH A SCGS REFERENCE WASHER ATTACHED.
 EC2868'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW
 EC2868'THE ROAD, 22.7 FEET WEST OF THE CENTER OF THE ROAD, 8.3 FEET NORTH
 EC2868'NORTHWEST OF THE POWER POLF, 7.6 FEET NORTHWEST OF A TELEPHONE
 EC2868'JUNCTION BOX, 9.4 FEET NORTH NORTHWEST OF A WITNESS POST.
 EC2868'DESCRIBED BY J.R. WERNER.
 EC2868
 EC2868                          STATION RECOVERY (1990)
 EC2868
 EC2868'RECOVERED 1990
 EC2868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2869 ***********************************************************************
 EC2869  DESIGNATION -  42 411
 EC2869  PID         -  EC2869
 EC2869  STATE/COUNTY-  SC/SPARTANBURG
 EC2869  USGS QUAD   -  PACOLET (1983)
 EC2869
 EC2869                         *CURRENT SURVEY CONTROL
 EC2869  ___________________________________________________________________
 EC2869* NAD 83(2001)-  34 56 57.28073(N)    081 51 57.67484(W)     ADJUSTED  
 EC2869* NAVD 88     -       201.5    (meters)     661.     (feet)  GPS OBS   
 EC2869  ___________________________________________________________________
 EC2869  X           -     740,520.796 (meters)                     COMP
 EC2869  Y           -  -5,181,141.430 (meters)                     COMP
 EC2869  Z           -   3,633,350.356 (meters)                     COMP
 EC2869  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 EC2869  ELLIP HEIGHT-         169.96  (meters)          (03/27/03) GPS OBS
 EC2869  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EC2869
 EC2869  HORZ ORDER  -  FIRST
 EC2869  ELLP ORDER  -  FOURTH    CLASS II
 EC2869
 EC2869.The horizontal coordinates were established by GPS observations
 EC2869.and adjusted by the National Geodetic Survey in March 2003..
 EC2869
 EC2869.The orthometric height was determined by GPS observations and a
 EC2869.high-resolution geoid model.
 EC2869
 EC2869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2869
 EC2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2869
 EC2869.The ellipsoidal height was determined by GPS observations
 EC2869.and is referenced to NAD 83.
 EC2869
 EC2869.The geoid height was determined by GEOID03.
 EC2869
 EC2869;                    North         East     Units Scale Factor Converg.
 EC2869;SPC SC       -   345,896.996   530,491.265   MT  1.00004327   -0 28 48.4
 EC2869;SPC SC       - 1,134,832.66  1,740,456.91   iFT  1.00004327   -0 28 48.4
 EC2869;UTM  17      - 3,867,756.869   420,924.360   MT  0.99967706   -0 29 46.1
 EC2869
 EC2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2869!SPC SC       -   0.99997332  x   1.00004327  =   1.00001659
 EC2869!UTM  17      -   0.99997332  x   0.99967706  =   0.99965039
 EC2869
 EC2869:                Primary Azimuth Mark                     Grid Az
 EC2869:SPC SC       -  42 412                                   311 39 24.6
 EC2869:UTM  17      -  42 412                                   311 40 22.3
 EC2869
 EC2869|---------------------------------------------------------------------|
 EC2869| PID    Reference Object                     Distance      Geod. Az  |
 EC2869|                                                           dddmmss.s |
 EC2869| EC2870 42 412                              APPROX. 1.5 KM 3111036.2 |
 EC2869|---------------------------------------------------------------------|
 EC2869
 EC2869                          SUPERSEDED SURVEY CONTROL
 EC2869
 EC2869  NAD 83(1995)-  34 56 57.28099(N)    081 51 57.67441(W) AD(       ) 1
 EC2869  ELLIP H (12/20/99)  169.96   (m)                       GP(       ) 4 1
 EC2869  NAD 83(1986)-  34 56 57.29284(N)    081 51 57.67865(W) AD(       ) 1
 EC2869
 EC2869.Superseded values are not recommended for survey control.
 EC2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2869.See file dsdata.txt to determine how the superseded data were derived.
 EC2869
 EC2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2092467757(NAD 83)
 EC2869_MARKER: DD = SURVEY DISK
 EC2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2869_SP_SET: CONCRETE POST
 EC2869_STAMPING: 42 411 1989
 EC2869_MARK LOGO: SCGS  
 EC2869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2869+STABILITY: SURFACE MOTION
 EC2869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2869+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 EC2869
 EC2869  HISTORY     - Date     Condition        Report By
 EC2869  HISTORY     - 1989     MONUMENTED       SCGS
 EC2869  HISTORY     - 19900413 GOOD
 EC2869  HISTORY     - 20060327 GOOD             NEWBY
 EC2869
 EC2869                          STATION DESCRIPTION
 EC2869
 EC2869'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2869'STATION IS LOCATED 3.3 MILFS SOUTHWEST OF CONVERSE AND 3.6 MILES EAST
 EC2869'OF SPARTANBURG.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 EC2869'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC2869'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 EC2869'ROAD 57 (MAIN STREET) IN CONVERSE, GO SOUTHWEST ON HIGHWAY 29 FOR
 EC2869'3.85 MILES TO THE JUNCTION OF STATE ROAD 538 (FERNWOOD-GLENDALE ROAD)
 EC2869'IN EAST SPARTANBURG, TURN LEFT ON ROAD 538 FOR 2.15 MILES TO THE
 EC2869'JUNCTION OF MOCKINGBIRD LANE AND THE LAMB OF GOD LUTHERAN CHURCH ON
 EC2869'THE RIGHT, TURN RIGHT ON MOCKINGBIRD LANE FOR 0.75 MILE TO THE
 EC2869'JUNCTION OF TORINO STREET, TURN RIGHT ON TORINO STREET FOR 0.1 MILE
 EC2869'TO THE STATION ON THE RIGHT UNDER A HIGH TENSION POWER LINE.
 EC2869'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET ABOVE
 EC2869'THE ROAD, 76.7 FEET EAST OF A 16-INCH ELM TREE WITH A SCGS REFERENCE
 EC2869'WASHER ATTACHED, 144.0 FEET NORTHEAST OF A 14-INCH SYCAMORE TREE,
 EC2869'39.3 FEET WEST NORTHWEST OF THE CENTER OF TORINO STREET, 210.3 FEET
 EC2869'NORTH NORTHEAST OF THE CENTER OF LAKE FOREST DRIVE, 1.9 FEET
 EC2869'SOUTHEAST OF A WITNESS POST.
 EC2869'DESCRIBED BY J.R. WERNER.
 EC2869
 EC2869                          STATION RECOVERY (1990)
 EC2869
 EC2869'RECOVERED 1990
 EC2869'RECOVERED IN GOOD CONDITION.
 EC2869
 EC2869                          STATION RECOVERY (2006)
 EC2869
 EC2869'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2006 (RDP)
 EC2869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2870 ***********************************************************************
 EC2870  DESIGNATION -  42 412
 EC2870  PID         -  EC2870
 EC2870  STATE/COUNTY-  SC/SPARTANBURG
 EC2870  USGS QUAD   -  SPARTANBURG (1983)
 EC2870
 EC2870                         *CURRENT SURVEY CONTROL
 EC2870  ___________________________________________________________________
 EC2870* NAD 83(2001)-  34 57 29.28546(N)    081 52 42.12047(W)     ADJUSTED  
 EC2870* NAVD 88     -       215.7    (meters)     708.     (feet)  GPS OBS   
 EC2870  ___________________________________________________________________
 EC2870  X           -     739,326.177 (meters)                     COMP
 EC2870  Y           -  -5,180,753.055 (meters)                     COMP
 EC2870  Z           -   3,634,166.922 (meters)                     COMP
 EC2870  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 EC2870  ELLIP HEIGHT-         184.23  (meters)          (03/27/03) GPS OBS
 EC2870  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 EC2870
 EC2870  HORZ ORDER  -  FIRST
 EC2870  ELLP ORDER  -  FOURTH    CLASS II
 EC2870
 EC2870.The horizontal coordinates were established by GPS observations
 EC2870.and adjusted by the National Geodetic Survey in March 2003..
 EC2870
 EC2870.The orthometric height was determined by GPS observations and a
 EC2870.high-resolution geoid model.
 EC2870
 EC2870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2870
 EC2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2870
 EC2870.The ellipsoidal height was determined by GPS observations
 EC2870.and is referenced to NAD 83.
 EC2870
 EC2870.The geoid height was determined by GEOID03.
 EC2870
 EC2870;                    North         East     Units Scale Factor Converg.
 EC2870;SPC SC       -   346,892.799   529,371.899   MT  1.00004676   -0 29 13.1
 EC2870;SPC SC       - 1,138,099.73  1,736,784.45   iFT  1.00004676   -0 29 13.1
 EC2870;UTM  17      - 3,868,752.623   419,805.686   MT  0.99967926   -0 30 11.9
 EC2870
 EC2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2870!SPC SC       -   0.99997108  x   1.00004676  =   1.00001784
 EC2870!UTM  17      -   0.99997108  x   0.99967926  =   0.99965035
 EC2870
 EC2870:                Primary Azimuth Mark                     Grid Az
 EC2870:SPC SC       -  42 411                                   131 39 23.8
 EC2870:UTM  17      -  42 411                                   131 40 22.6
 EC2870
 EC2870|---------------------------------------------------------------------|
 EC2870| PID    Reference Object                     Distance      Geod. Az  |
 EC2870|                                                           dddmmss.s |
 EC2870| EC2869 42 411                              APPROX. 1.5 KM 1311010.7 |
 EC2870|---------------------------------------------------------------------|
 EC2870
 EC2870                          SUPERSEDED SURVEY CONTROL
 EC2870
 EC2870  NAD 83(1995)-  34 57 29.28575(N)    081 52 42.12003(W) AD(       ) 1
 EC2870  ELLIP H (12/20/99)  184.23   (m)                       GP(       ) 4 1
 EC2870  NAD 83(1986)-  34 57 29.29756(N)    081 52 42.12437(W) AD(       ) 1
 EC2870
 EC2870.Superseded values are not recommended for survey control.
 EC2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2870.See file dsdata.txt to determine how the superseded data were derived.
 EC2870
 EC2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1980668753(NAD 83)
 EC2870_MARKER: DD = SURVEY DISK
 EC2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2870_SP_SET: CONCRETE POST
 EC2870_STAMPING: 42 412 1989
 EC2870_MARK LOGO: SCGS  
 EC2870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2870+STABILITY: SURFACE MOTION
 EC2870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2870+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 EC2870
 EC2870  HISTORY     - Date     Condition        Report By
 EC2870  HISTORY     - 1989     MONUMENTED       SCGS
 EC2870  HISTORY     - 19900417 GOOD
 EC2870  HISTORY     - 20041001 MARK NOT FOUND   SCGS
 EC2870
 EC2870                          STATION DESCRIPTION
 EC2870
 EC2870'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2870'STATION IS LOCATED 3.0 MILFS EAST NORTHEAST OF SPARTANBURG.
 EC2870'OWNERSHIP--JESSE BOYD ELEMFNTARY SCHOOL, DISTRICT 7, PHONE
 EC2870'803-594-4430.
 EC2870'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 EC2870'ROAD 57 (MAIN STREET) IN CONVERSE, GO SOUTHWEST ON HIGHWAY 29 FOR
 EC2870'3.85 MILES TO THE JUNCTION OF STATE ROAD 538 (FERNWOOD-GLENDALE ROAD)
 EC2870'IN EAST SPARTANBURG, TURN LEFT ON ROAD 538 FOR 1.2 MILES TO THE
 EC2870'STATION ON THE RIGHT IN THF SOUTHEAST ANGLE OF A CONCRETE SIDEWALK
 EC2870'AND A PARKING LOT CURB ON THE WEST SIDE OF JESSE W. BOYD ELEMENTARY
 EC2870'SCHOOL.
 EC2870'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 EC2870'THE PARKING LOT, 163.0 FEET SOUTH OF THE CENTER OF THE EASTBOUND
 EC2870'LANES OF THE ROAD, 105.2 FFET SOUTHEAST OF A LONE 6-INCH MAPLE TREE,
 EC2870'3.5 FEET EAST OF THE EAST FDGE OF THE CURBING OF THE PARKING LOT,
 EC2870'69.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL (PORTION
 EC2870'WITH THE NAME ATTACHED), 76.5 FEET NORTHWEST OF A SECURITY LIGHT
 EC2870'POLE, 3.8 FEET SOUTH OF THF SOUTH EDGE OF THE SIDEWALK.
 EC2870'DESCRIBED BY J.R. WERNER.
 EC2870
 EC2870                          STATION RECOVERY (1990)
 EC2870
 EC2870'RECOVERED 1990
 EC2870'RECOVERED IN GOOD CONDITION.
 EC2870
 EC2870                          STATION RECOVERY (2004)
 EC2870
 EC2870'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 EC2870'DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING
 EC2870'REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS
 EC2870'STATION WITH NO RESULTS, PRESUMED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4763 ***********************************************************************
 FA4763  DESIGNATION -  42 413
 FA4763  PID         -  FA4763
 FA4763  STATE/COUNTY-  SC/SPARTANBURG
 FA4763  USGS QUAD   -  COWPENS (1983)
 FA4763
 FA4763                         *CURRENT SURVEY CONTROL
 FA4763  ___________________________________________________________________
 FA4763* NAD 83(2001)-  35 00 26.19868(N)    081 52 23.07099(W)     ADJUSTED  
 FA4763* NAVD 88     -       246.9    (meters)     810.     (feet)  GPS OBS   
 FA4763  ___________________________________________________________________
 FA4763  X           -     739,366.349 (meters)                     COMP
 FA4763  Y           -  -5,177,615.504 (meters)                     COMP
 FA4763  Z           -   3,638,651.733 (meters)                     COMP
 FA4763  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FA4763  ELLIP HEIGHT-         215.28  (meters)          (03/27/03) GPS OBS
 FA4763  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FA4763
 FA4763  HORZ ORDER  -  FIRST
 FA4763  ELLP ORDER  -  FOURTH    CLASS II
 FA4763
 FA4763.The horizontal coordinates were established by GPS observations
 FA4763.and adjusted by the National Geodetic Survey in March 2003..
 FA4763
 FA4763.The orthometric height was determined by GPS observations and a
 FA4763.high-resolution geoid model.
 FA4763
 FA4763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4763
 FA4763.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4763
 FA4763.The ellipsoidal height was determined by GPS observations
 FA4763.and is referenced to NAD 83.
 FA4763
 FA4763.The geoid height was determined by GEOID03.
 FA4763
 FA4763;                    North         East     Units Scale Factor Converg.
 FA4763;SPC SC       -   352,340.706   529,901.263   MT  1.00006649   -0 29 02.5
 FA4763;SPC SC       - 1,155,973.44  1,738,521.20   iFT  1.00006649   -0 29 02.5
 FA4763;UTM  17      - 3,874,198.318   420,336.428   MT  0.99967821   -0 30 03.2
 FA4763
 FA4763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4763!SPC SC       -   0.99996621  x   1.00006649  =   1.00003270
 FA4763!UTM  17      -   0.99996621  x   0.99967821  =   0.99964443
 FA4763
 FA4763                          SUPERSEDED SURVEY CONTROL
 FA4763
 FA4763  NAD 83(1995)-  35 00 26.19901(N)    081 52 23.07055(W) AD(       ) 1
 FA4763  ELLIP H (12/20/99)  215.28   (m)                       GP(       ) 4 1
 FA4763  NAD 83(1986)-  35 00 26.21026(N)    081 52 23.07534(W) AD(       ) 1
 FA4763
 FA4763.Superseded values are not recommended for survey control.
 FA4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4763.See file dsdata.txt to determine how the superseded data were derived.
 FA4763
 FA4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2033674198(NAD 83)
 FA4763_MARKER: DD = SURVEY DISK
 FA4763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4763_SP_SET: CONCRETE POST
 FA4763_STAMPING: 42 413 1989
 FA4763_MARK LOGO: SCGS  
 FA4763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4763+STABILITY: SURFACE MOTION
 FA4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4763+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1990
 FA4763
 FA4763  HISTORY     - Date     Condition        Report By
 FA4763  HISTORY     - 1989     MONUMENTED       SCGS
 FA4763  HISTORY     - 19900414 GOOD
 FA4763
 FA4763                          STATION DESCRIPTION
 FA4763
 FA4763'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4763'STATION IS LOCATED 4.0 MILFS WEST OF COWPENS AND 5.0 MILES NORTHEAST
 FA4763'OF SPARTANBURG.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 FA4763'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA4763'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 57
 FA4763'(GOSSETT ROAD) AND INTERSTATE 85 (4.15 MILES WEST NORTHWEST OF
 FA4763'COWPENS), GO SOUTH ON ROAD 57 FOR 0.8 MILE TO THE JUNCTION OF STATE
 FA4763'ROAD 659, CONTINUE ON ROAD 659 FOR 0.7 MILE TO THE STATION ON THE
 FA4763'RIGHT IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 31 (CANNON
 FA4763'CAMPGROUND ROAD).
 FA4763'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA4763'ROADS, 72.6 FEET WEST NORTHWEST OF THE CENTER OF ROAD 31, 44.9 FEET
 FA4763'WEST SOUTHWEST OF THE CENTFR OF ROAD 57, 21.1 FEET NORTHWEST OF A
 FA4763'POWER POLE NUMBER 13974698, 53.5 FEET NORTH NORTHWEST OF THE NORTH
 FA4763'CORNER OF A MEDIUM SIZED TFLEPHONE JUNCTION BOX, 2.6 FEET NORTH OF A
 FA4763'WITNESS POST.
 FA4763'DESCRIBED BY J.R. WERNER.
 FA4763
 FA4763                          STATION RECOVERY (1990)
 FA4763
 FA4763'RECOVERED 1990
 FA4763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4764 ***********************************************************************
 FA4764  DESIGNATION -  42 414
 FA4764  PID         -  FA4764
 FA4764  STATE/COUNTY-  SC/SPARTANBURG
 FA4764  USGS QUAD   -  VALLEY FALLS (1983)
 FA4764
 FA4764                         *CURRENT SURVEY CONTROL
 FA4764  ___________________________________________________________________
 FA4764* NAD 83(2001)-  35 01 38.15470(N)    081 52 29.07312(W)     ADJUSTED  
 FA4764* NAVD 88     -       253.3    (meters)     831.     (feet)  GPS OBS   
 FA4764  ___________________________________________________________________
 FA4764  X           -     739,036.569 (meters)                     COMP
 FA4764  Y           -  -5,176,382.455 (meters)                     COMP
 FA4764  Z           -   3,640,471.489 (meters)                     COMP
 FA4764  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FA4764  ELLIP HEIGHT-         221.62  (meters)          (03/27/03) GPS OBS
 FA4764  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FA4764
 FA4764  HORZ ORDER  -  FIRST
 FA4764  ELLP ORDER  -  FOURTH    CLASS II
 FA4764
 FA4764.The horizontal coordinates were established by GPS observations
 FA4764.and adjusted by the National Geodetic Survey in March 2003..
 FA4764
 FA4764.The orthometric height was determined by GPS observations and a
 FA4764.high-resolution geoid model.
 FA4764
 FA4764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4764
 FA4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4764
 FA4764.The ellipsoidal height was determined by GPS observations
 FA4764.and is referenced to NAD 83.
 FA4764
 FA4764.The geoid height was determined by GEOID03.
 FA4764
 FA4764;                    North         East     Units Scale Factor Converg.
 FA4764;SPC SC       -   354,559.533   529,767.841   MT  1.00007472   -0 29 05.8
 FA4764;SPC SC       - 1,163,253.06  1,738,083.47   iFT  1.00007472   -0 29 05.8
 FA4764;UTM  17      - 3,876,416.314   420,203.716   MT  0.99967847   -0 30 07.6
 FA4764
 FA4764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4764!SPC SC       -   0.99996521  x   1.00007472  =   1.00003993
 FA4764!UTM  17      -   0.99996521  x   0.99967847  =   0.99964370
 FA4764
 FA4764                          SUPERSEDED SURVEY CONTROL
 FA4764
 FA4764  NAD 83(1995)-  35 01 38.15503(N)    081 52 29.07266(W) AD(       ) 1
 FA4764  ELLIP H (12/20/99)  221.62   (m)                       GP(       ) 4 1
 FA4764  NAD 83(1986)-  35 01 38.16610(N)    081 52 29.07760(W) AD(       ) 1
 FA4764
 FA4764.Superseded values are not recommended for survey control.
 FA4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4764.See file dsdata.txt to determine how the superseded data were derived.
 FA4764
 FA4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2020476416(NAD 83)
 FA4764_MARKER: DD = SURVEY DISK
 FA4764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4764_SP_SET: CONCRETE POST
 FA4764_STAMPING: 42 414 1989
 FA4764_MARK LOGO: SCGS  
 FA4764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4764+STABILITY: SURFACE MOTION
 FA4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4764+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 FA4764
 FA4764  HISTORY     - Date     Condition        Report By
 FA4764  HISTORY     - 1989     MONUMENTED       SCGS
 FA4764  HISTORY     - 19900425 GOOD
 FA4764  HISTORY     - 20050730 MARK NOT FOUND   NEWBY
 FA4764
 FA4764                          STATION DESCRIPTION
 FA4764
 FA4764'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4764'STATION IS LOCATED NEAR THF NORTHEAST CORNER OF THE JUNCTION OVERPASS
 FA4764'OF STATE ROAD 57 (GOSSETT ROAD) AND INTERSTATE 85, 4.15 MILES WEST
 FA4764'NORTHWEST OF COWPENS AND 6.5 MILES EAST SOUTHEAST OF BOILING SPRINGS.
 FA4764'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FA4764'COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA4764'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA4764'ROAD, 17.8 FEET EAST OF THF CENTER OF THE ROAD, 18.2 FEET SOUTH OF A
 FA4764'TELEPHONE JUNCTION BOX, 8.0 FEET NORTH NORTHWEST OF THE EAST END OF A
 FA4764'WINGWALL AT THE NORTHEAST CORNER OF THE OVERPASS, 7.5 FEET NORTH
 FA4764'NORTHEAST OF THE NORTHEAST CORNER OF THE OVERPASS, 5.6 FEET NORTH
 FA4764'NORTHEAST OF A WITNESS POST.
 FA4764'DESCRIBED BY J.R. WERNER.
 FA4764
 FA4764                          STATION RECOVERY (1990)
 FA4764
 FA4764'RECOVERED 1990
 FA4764'RECOVERED IN GOOD CONDITION.
 FA4764
 FA4764                          STATION RECOVERY (2005)
 FA4764
 FA4764'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP)
 FA4764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4395 ***********************************************************************
 FA4395  DESIGNATION -  42 415
 FA4395  PID         -  FA4395
 FA4395  STATE/COUNTY-  SC/SPARTANBURG
 FA4395  USGS QUAD   -  COWPENS (1983)
 FA4395
 FA4395                         *CURRENT SURVEY CONTROL
 FA4395  ___________________________________________________________________
 FA4395* NAD 83(2001)-  35 03 50.01157(N)    081 49 01.96645(W)     ADJUSTED  
 FA4395* NAVD 88     -       280.1    (meters)     919.     (feet)  GPS OBS   
 FA4395  ___________________________________________________________________
 FA4395  X           -     743,904.698 (meters)                     COMP
 FA4395  Y           -  -5,173,349.767 (meters)                     COMP
 FA4395  Z           -   3,643,813.670 (meters)                     COMP
 FA4395  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FA4395  ELLIP HEIGHT-         248.33  (meters)          (03/27/03) GPS OBS
 FA4395  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FA4395
 FA4395  HORZ ORDER  -  FIRST
 FA4395  ELLP ORDER  -  FOURTH    CLASS II
 FA4395
 FA4395.The horizontal coordinates were established by GPS observations
 FA4395.and adjusted by the National Geodetic Survey in March 2003..
 FA4395
 FA4395.The orthometric height was determined by GPS observations and a
 FA4395.high-resolution geoid model.
 FA4395
 FA4395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4395
 FA4395.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4395
 FA4395.The ellipsoidal height was determined by GPS observations
 FA4395.and is referenced to NAD 83.
 FA4395
 FA4395.The geoid height was determined by GEOID03.
 FA4395
 FA4395;                    North         East     Units Scale Factor Converg.
 FA4395;SPC SC       -   358,580.203   535,050.223   MT  1.00009014   -0 27 11.0
 FA4395;SPC SC       - 1,176,444.24  1,755,414.12   iFT  1.00009014   -0 27 11.0
 FA4395;UTM  17      - 3,880,433.792   425,485.116   MT  0.99966843   -0 28 10.2
 FA4395
 FA4395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4395!SPC SC       -   0.99996102  x   1.00009014  =   1.00005116
 FA4395!UTM  17      -   0.99996102  x   0.99966843  =   0.99962947
 FA4395
 FA4395                          SUPERSEDED SURVEY CONTROL
 FA4395
 FA4395  NAD 83(1995)-  35 03 50.01173(N)    081 49 01.96616(W) AD(       ) 1
 FA4395  ELLIP H (12/20/99)  248.34   (m)                       GP(       ) 4 1
 FA4395  NAD 83(1986)-  35 03 50.02312(N)    081 49 01.97083(W) AD(       ) 1
 FA4395  NGVD 29 (11/06/91)  280.2    (m)          919.     (f) GPS OBS        
 FA4395
 FA4395.Superseded values are not recommended for survey control.
 FA4395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4395.See file dsdata.txt to determine how the superseded data were derived.
 FA4395
 FA4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2548580434(NAD 83)
 FA4395_MARKER: DD = SURVEY DISK
 FA4395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4395_SP_SET: CONCRETE POST
 FA4395_STAMPING: 42 415 1989
 FA4395_MARK LOGO: SCGS  
 FA4395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4395+STABILITY: SURFACE MOTION
 FA4395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4395+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1990
 FA4395
 FA4395  HISTORY     - Date     Condition        Report By
 FA4395  HISTORY     - 1989     MONUMENTED       SCGS
 FA4395  HISTORY     - 19890915 GOOD             SCGS
 FA4395  HISTORY     - 19900411 GOOD
 FA4395  HISTORY     - 20020730 MARK NOT FOUND   SCGS
 FA4395
 FA4395                          STATION DESCRIPTION
 FA4395
 FA4395'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4395'STATION IS LOCATED 3.3 MILFS NORTH NORTHWEST OF COWPENS AND 3.0 MILES
 FA4395'SOUTHEAST OF MAYO.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 FA4395'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA4395'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 110
 FA4395'AND INTERSTATE 85 (2.0 MILFS NORTH NORTHWEST OF COWPENS), GO NORTH ON
 FA4395'HIGHWAY 110 FOR 1.5 MILES TO THE JUNCTION OF STATE ROAD 909 (MOUNT
 FA4395'OLIVE ROAD) AND THE STATION IN THE SOUTHWEST ANGLE OF THE JUNCTION.
 FA4395'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA4395'ROAD AND HIGHWAY, 43.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 24.4
 FA4395'FEET SOUTH OF THE CENTER OF THE ROAD, 23.1 FEET WEST SOUTHWEST OF A
 FA4395'POWER POLE A31/115711/048997, 9.2 FEET WEST OF A WITNESS POST.
 FA4395'DESCRIBED BY J.R. WERNER.
 FA4395
 FA4395                          STATION RECOVERY (1989)
 FA4395
 FA4395'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW)
 FA4395'RECOVERED AS DESCRIBED IN NORTH SPARTANBURG COUNTY GPS PROJECT.
 FA4395
 FA4395                          STATION RECOVERY (1990)
 FA4395
 FA4395'RECOVERED 1990
 FA4395'RECOVERED IN GOOD CONDITION.
 FA4395
 FA4395                          STATION RECOVERY (2002)
 FA4395
 FA4395'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 FA4395'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 FA4395'OF RECEIVING
 FA4395'REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS
 FA4395'STATION WITH NO
 FA4395'RESULTS, PRESUMED DESTROYED BY TELEPHONE JUNCTION BOX CONSTRUCTION.
 FA4395'RECOVERY BY T. HALL.
 FA4395' 
 FA4395' 
 FA4395' 
 FA4395' 
 FA4395'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4765 ***********************************************************************
 FA4765  DESIGNATION -  42 416
 FA4765  PID         -  FA4765
 FA4765  STATE/COUNTY-  SC/SPARTANBURG
 FA4765  USGS QUAD   -  VALLEY FALLS (1983)
 FA4765
 FA4765                         *CURRENT SURVEY CONTROL
 FA4765  ___________________________________________________________________
 FA4765* NAD 83(2001)-  35 04 18.17274(N)    081 57 16.98520(W)     ADJUSTED  
 FA4765* NAVD 88     -       283.7    (meters)     931.     (feet)  GPS OBS   
 FA4765  ___________________________________________________________________
 FA4765  X           -     731,417.585 (meters)                     COMP
 FA4765  Y           -  -5,174,629.439 (meters)                     COMP
 FA4765  Z           -   3,644,526.128 (meters)                     COMP
 FA4765  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FA4765  ELLIP HEIGHT-         252.02  (meters)          (03/27/03) GPS OBS
 FA4765  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FA4765
 FA4765  HORZ ORDER  -  FIRST
 FA4765  ELLP ORDER  -  FOURTH    CLASS II
 FA4765
 FA4765.The horizontal coordinates were established by GPS observations
 FA4765.and adjusted by the National Geodetic Survey in March 2003..
 FA4765
 FA4765.The orthometric height was determined by GPS observations and a
 FA4765.high-resolution geoid model.
 FA4765
 FA4765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4765
 FA4765.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4765
 FA4765.The ellipsoidal height was determined by GPS observations
 FA4765.and is referenced to NAD 83.
 FA4765
 FA4765.The geoid height was determined by GEOID03.
 FA4765
 FA4765;                    North         East     Units Scale Factor Converg.
 FA4765;SPC SC       -   359,555.627   522,514.738   MT  1.00009348   -0 31 45.5
 FA4765;SPC SC       - 1,179,644.45  1,714,287.20   iFT  1.00009348   -0 31 45.5
 FA4765;UTM  17      - 3,881,412.725   412,955.091   MT  0.99969338   -0 32 55.0
 FA4765
 FA4765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4765!SPC SC       -   0.99996044  x   1.00009348  =   1.00005392
 FA4765!UTM  17      -   0.99996044  x   0.99969338  =   0.99965384
 FA4765
 FA4765                          SUPERSEDED SURVEY CONTROL
 FA4765
 FA4765  NAD 83(1995)-  35 04 18.17345(N)    081 57 16.98447(W) AD(       ) 1
 FA4765  ELLIP H (12/20/99)  252.02   (m)                       GP(       ) 4 1
 FA4765  NAD 83(1986)-  35 04 18.18355(N)    081 57 16.98958(W) AD(       ) 1
 FA4765
 FA4765.Superseded values are not recommended for survey control.
 FA4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4765.See file dsdata.txt to determine how the superseded data were derived.
 FA4765
 FA4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1295581413(NAD 83)
 FA4765_MARKER: DD = SURVEY DISK
 FA4765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4765_SP_SET: CONCRETE POST
 FA4765_STAMPING: 42 416 1989
 FA4765_MARK LOGO: SCGS  
 FA4765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4765+STABILITY: SURFACE MOTION
 FA4765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4765+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 FA4765
 FA4765  HISTORY     - Date     Condition        Report By
 FA4765  HISTORY     - 1989     MONUMENTED       SCGS
 FA4765  HISTORY     - 19900427 GOOD
 FA4765
 FA4765                          STATION DESCRIPTION
 FA4765
 FA4765'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4765'STATION IS LOCATED 2.4 MILFS
 FA4765'NORTHEASTOFBOILINGSPRINGS.OWNERSHIP--SCDHPT, DIRECTOR OF
 FA4765'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FA4765'803-737-1314.
 FA4765'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND STATE
 FA4765'ROAD 79 (VALLEY FALLS ROAD), 0.9 MILE SOUTHEAST OF BOILING SPRINGS,
 FA4765'GO NORTHWEST ON HIGHWAY 9 FOR 1.15 MILES TO THE JUNCTION OF STATE
 FA4765'ROAD 42 (RAINBOW LAKE ROAD), TURN RIGHT ON ROAD 42 FOR 1.8 MILES TO
 FA4765'THE JUNCTION OF STATE ROAD 188 (OLD BURNETT ROAD), TURN RIGHT ON ROAD
 FA4765'188 FOR 1.0 MILE TO A BRIDGE OVER THOMSON CREEK, CONTINUE ON ROAD 188
 FA4765'FOR 0.7 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE, 0.15 MILE
 FA4765'WEST OF A 5-WAY JUNCTION.
 FA4765'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA4765'ROAD, 130.5 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN
 FA4765'HOUSE WITH A BRICK FOUNDATION, 24.7 FEET SOUTH SOUTHWEST OF THE
 FA4765'CENTER OF THE ROAD, 2.4 FEFT WEST NORTHWEST OF THE POWER POLE WITH
 FA4765'GUY WIRE, TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 56.4 FEET
 FA4765'EAST OF THE CENTER OF AN ABOVE GROUND WATER WELL.
 FA4765'DESCRIBED BY J.R. WERNER.
 FA4765
 FA4765                          STATION RECOVERY (1990)
 FA4765
 FA4765'RECOVERED 1990
 FA4765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4766 ***********************************************************************
 FA4766  DESIGNATION -  42 417
 FA4766  PID         -  FA4766
 FA4766  STATE/COUNTY-  SC/SPARTANBURG
 FA4766  USGS QUAD   -  VALLEY FALLS (1983)
 FA4766
 FA4766                         *CURRENT SURVEY CONTROL
 FA4766  ___________________________________________________________________
 FA4766* NAD 83(2001)-  35 01 44.14862(N)    081 57 00.02656(W)     ADJUSTED  
 FA4766* NAVD 88     -       268.3    (meters)     880.     (feet)  GPS OBS   
 FA4766  ___________________________________________________________________
 FA4766  X           -     732,223.019 (meters)                     COMP
 FA4766  Y           -  -5,177,256.048 (meters)                     COMP
 FA4766  Z           -   3,640,631.407 (meters)                     COMP
 FA4766  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FA4766  ELLIP HEIGHT-         236.70  (meters)          (03/27/03) GPS OBS
 FA4766  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FA4766
 FA4766  HORZ ORDER  -  FIRST
 FA4766  ELLP ORDER  -  FOURTH    CLASS II
 FA4766
 FA4766.The horizontal coordinates were established by GPS observations
 FA4766.and adjusted by the National Geodetic Survey in March 2003..
 FA4766
 FA4766.The orthometric height was determined by GPS observations and a
 FA4766.high-resolution geoid model.
 FA4766
 FA4766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4766
 FA4766.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4766
 FA4766.The ellipsoidal height was determined by GPS observations
 FA4766.and is referenced to NAD 83.
 FA4766
 FA4766.The geoid height was determined by GEOID03.
 FA4766
 FA4766;                    North         East     Units Scale Factor Converg.
 FA4766;SPC SC       -   354,804.894   522,900.783   MT  1.00007541   -0 31 36.1
 FA4766;SPC SC       - 1,164,058.05  1,715,553.75   iFT  1.00007541   -0 31 36.1
 FA4766;UTM  17      - 3,876,663.723   413,339.411   MT  0.99969256   -0 32 43.2
 FA4766
 FA4766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4766!SPC SC       -   0.99996285  x   1.00007541  =   1.00003825
 FA4766!UTM  17      -   0.99996285  x   0.99969256  =   0.99965542
 FA4766
 FA4766                          SUPERSEDED SURVEY CONTROL
 FA4766
 FA4766  NAD 83(1995)-  35 01 44.14892(N)    081 57 00.02600(W) AD(       ) 1
 FA4766  ELLIP H (12/20/99)  236.70   (m)                       GP(       ) 4 1
 FA4766  NAD 83(1986)-  35 01 44.15951(N)    081 57 00.03083(W) AD(       ) 1
 FA4766
 FA4766.Superseded values are not recommended for survey control.
 FA4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4766.See file dsdata.txt to determine how the superseded data were derived.
 FA4766
 FA4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1333976664(NAD 83)
 FA4766_MARKER: DD = SURVEY DISK
 FA4766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4766_SP_SET: CONCRETE POST
 FA4766_STAMPING: 42 417 1989
 FA4766_MARK LOGO: SCGS  
 FA4766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4766+STABILITY: SURFACE MOTION
 FA4766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4766+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 FA4766
 FA4766  HISTORY     - Date     Condition        Report By
 FA4766  HISTORY     - 1989     MONUMENTED       SCGS
 FA4766  HISTORY     - 19900427 GOOD
 FA4766
 FA4766                          STATION DESCRIPTION
 FA4766
 FA4766'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4766'STATION IS LOCATED 2.3 MILFS SOUTHEAST OF BOILING SPRINGS.
 FA4766'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FA4766'COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA4766'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 9 AND
 FA4766'INTERSTATE 85 (3.3 MILES NORTH NORTHWEST OF SPARTANBURG), GO
 FA4766'NORTHWEST ON HIGHWAY 9 FOR 0.9 MILE TO THE JUNCTION OF STATE ROAD 43
 FA4766'(PARRIS BRIDGE ROAD), TURN RIGHT ON ROAD 43 FOR 1.25 MILES TO THE
 FA4766'PARKWAY FREE WILL BAPTIST CHURCH ON THE LEFT, CONTINUE ON ROAD 43 FOR
 FA4766'0.4 MILE TO THE JUNCTION OF SEAY ROAD AND THE STATION IN THE VEE OF
 FA4766'THE JUNCTION.
 FA4766'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA4766'ROADS, 41.5 FEET SOUTH OF A 7-INCH APPLE TREE, 27.5 FEET WEST OF THE
 FA4766'CENTER OF THE ROAD, 21.2 FFET EAST OF THE CENTER OF SEAY ROAD, 53.5
 FA4766'FEET NORTH OF THE EXTENDED CENTER OF A CONCRETE DRIVEWAY TO A BRICK
 FA4766'HOUSE, 14.8 FEET NORTH OF A WITNESS POST.
 FA4766'DESCRIBED BY J.R. WERNER.
 FA4766
 FA4766                          STATION RECOVERY (1990)
 FA4766
 FA4766'RECOVERED 1990
 FA4766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4767 ***********************************************************************
 FA4767  DESIGNATION -  42 418
 FA4767  PID         -  FA4767
 FA4767  STATE/COUNTY-  SC/SPARTANBURG
 FA4767  USGS QUAD   -  VALLEY FALLS (1983)
 FA4767
 FA4767                         *CURRENT SURVEY CONTROL
 FA4767  ___________________________________________________________________
 FA4767* NAD 83(2001)-  35 00 41.99768(N)    081 57 24.14860(W)     ADJUSTED  
 FA4767* NAVD 88     -       254.14   (meters)     833.8    (feet)  LEVELING  
 FA4767  ___________________________________________________________________
 FA4767  X           -     731,769.724 (meters)                     COMP
 FA4767  Y           -  -5,178,418.515 (meters)                     COMP
 FA4767  Z           -   3,639,054.691 (meters)                     COMP
 FA4767  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FA4767  ELLIP HEIGHT-         222.54  (meters)          (03/27/03) GPS OBS
 FA4767  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FA4767
 FA4767  HORZ ORDER  -  FIRST
 FA4767  VERT ORDER  -  THIRD ?
 FA4767  ELLP ORDER  -  FOURTH    CLASS II
 FA4767
 FA4767.The horizontal coordinates were established by GPS observations
 FA4767.and adjusted by the National Geodetic Survey in March 2003..
 FA4767
 FA4767.The orthometric height was determined by differential leveling.
 FA4767.The vertical network tie was performed by a horz. field party for horz.
 FA4767.obs reductions. Reset procedures were used to establish the elevation.
 FA4767
 FA4767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4767
 FA4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4767
 FA4767.The ellipsoidal height was determined by GPS observations
 FA4767.and is referenced to NAD 83.
 FA4767
 FA4767.The geoid height was determined by GEOID03.
 FA4767
 FA4767;                    North         East     Units Scale Factor Converg.
 FA4767;SPC SC       -   352,895.178   522,271.565   MT  1.00006828   -0 31 49.4
 FA4767;SPC SC       - 1,157,792.58  1,713,489.39   iFT  1.00006828   -0 31 49.4
 FA4767;UTM  17      - 3,874,754.935   412,709.812   MT  0.99969391   -0 32 56.2
 FA4767
 FA4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4767!SPC SC       -   0.99996507  x   1.00006828  =   1.00003335
 FA4767!UTM  17      -   0.99996507  x   0.99969391  =   0.99965899
 FA4767
 FA4767                          SUPERSEDED SURVEY CONTROL
 FA4767
 FA4767  NAD 83(1995)-  35 00 41.99790(N)    081 57 24.14809(W) AD(       ) 1
 FA4767  ELLIP H (12/20/99)  222.55   (m)                       GP(       ) 4 1
 FA4767  NAD 83(1986)-  35 00 42.00853(N)    081 57 24.15240(W) AD(       ) 1
 FA4767
 FA4767.Superseded values are not recommended for survey control.
 FA4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4767.See file dsdata.txt to determine how the superseded data were derived.
 FA4767
 FA4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1271074755(NAD 83)
 FA4767_MARKER: DD = SURVEY DISK
 FA4767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4767_SP_SET: CONCRETE POST
 FA4767_STAMPING: 42 418 1989
 FA4767_MARK LOGO: SCGS  
 FA4767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4767+STABILITY: SURFACE MOTION
 FA4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4767+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1990
 FA4767
 FA4767  HISTORY     - Date     Condition        Report By
 FA4767  HISTORY     - 1989     MONUMENTED       SCGS
 FA4767  HISTORY     - 19900505 GOOD
 FA4767
 FA4767                          STATION DESCRIPTION
 FA4767
 FA4767'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4767'STATION IS LOCATED 2.8 MILFS SOUTHEASTOFBOILINGSPRINGS.OWNERSHIP--DUKE
 FA4767'POWER, 349 EAST MAIN STREET, SPARTANBURG, SC 29304, PHONE
 FA4767'803-585-7791.
 FA4767'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 9 AND
 FA4767'INTERSTATE 85 (3.3 MILES NORTH NORTHWEST OF SPARTANBURG), GO
 FA4767'NORTHWEST ON HIGHWAY 9 FOR 0.9 MILE TO THE JUNCTION OF STATE ROAD 43
 FA4767'(PARRIS BRIDGE ROAD), CONTINUE ON HIGHWAY 9 FOR 0.35 MILE TO A HIGH
 FA4767'TENSION POWER LINE CROSSING AND THE STATION ON THE RIGHT NEAR THE
 FA4767'NORTHWEST LEG OF A HIGH TENSION POWER LINE TOWER.
 FA4767'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA4767'HIGHWAY, 114.0 FEET EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND
 FA4767'LANES OF THE HIGHWAY, 19.0 FEET EAST SOUTHEAST OF THE CENTER OF A
 FA4767'PAVED DRIVE, 9.3 FEET NORTH OF THE NORTHWEST LEG OF THE TOWER, 24.1
 FA4767'FEET NORTH NORTHWEST OF BENCH MARK 42 150, 2.2 FEET WEST OF A WITNESS
 FA4767'POST.
 FA4767'DESCRIBED BY J.R. WERNER.
 FA4767
 FA4767                          STATION RECOVERY (1990)
 FA4767
 FA4767'RECOVERED 1990
 FA4767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4768 ***********************************************************************
 FA4768  DESIGNATION -  42 419
 FA4768  PID         -  FA4768
 FA4768  STATE/COUNTY-  SC/SPARTANBURG
 FA4768  USGS QUAD   -  VALLEY FALLS (1983)
 FA4768
 FA4768                         *CURRENT SURVEY CONTROL
 FA4768  ___________________________________________________________________
 FA4768* NAD 83(2001)-  35 01 22.58247(N)    081 59 27.76757(W)     ADJUSTED  
 FA4768* NAVD 88     -       250.1    (meters)     821.     (feet)  GPS OBS   
 FA4768  ___________________________________________________________________
 FA4768  X           -     728,565.593 (meters)                     COMP
 FA4768  Y           -  -5,178,142.137 (meters)                     COMP
 FA4768  Z           -   3,640,076.680 (meters)                     COMP
 FA4768  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FA4768  ELLIP HEIGHT-         218.46  (meters)          (03/27/03) GPS OBS
 FA4768  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FA4768
 FA4768  HORZ ORDER  -  FIRST
 FA4768  ELLP ORDER  -  FOURTH    CLASS II
 FA4768
 FA4768.The horizontal coordinates were established by GPS observations
 FA4768.and adjusted by the National Geodetic Survey in March 2003..
 FA4768
 FA4768.The orthometric height was determined by GPS observations and a
 FA4768.high-resolution geoid model.
 FA4768
 FA4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4768
 FA4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4768
 FA4768.The ellipsoidal height was determined by GPS observations
 FA4768.and is referenced to NAD 83.
 FA4768
 FA4768.The geoid height was determined by GEOID03.
 FA4768
 FA4768;                    North         East     Units Scale Factor Converg.
 FA4768;SPC SC       -   354,175.444   519,149.221   MT  1.00007293   -0 32 58.0
 FA4768;SPC SC       - 1,161,992.93  1,703,245.48   iFT  1.00007293   -0 32 58.0
 FA4768;UTM  17      - 3,876,035.755   409,589.057   MT  0.99970074   -0 34 07.7
 FA4768
 FA4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4768!SPC SC       -   0.99996571  x   1.00007293  =   1.00003864
 FA4768!UTM  17      -   0.99996571  x   0.99970074  =   0.99966646
 FA4768
 FA4768                          SUPERSEDED SURVEY CONTROL
 FA4768
 FA4768  NAD 83(1995)-  35 01 22.58266(N)    081 59 27.76705(W) AD(       ) 1
 FA4768  ELLIP H (12/20/99)  218.47   (m)                       GP(       ) 4 1
 FA4768  NAD 83(1986)-  35 01 22.59310(N)    081 59 27.77135(W) AD(       ) 1
 FA4768
 FA4768.Superseded values are not recommended for survey control.
 FA4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4768.See file dsdata.txt to determine how the superseded data were derived.
 FA4768
 FA4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0958976036(NAD 83)
 FA4768_MARKER: DD = SURVEY DISK
 FA4768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4768_SP_SET: CONCRETE POST
 FA4768_STAMPING: 42 419 1989
 FA4768_MARK LOGO: SCGS  
 FA4768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4768+STABILITY: SURFACE MOTION
 FA4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4768+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 FA4768
 FA4768  HISTORY     - Date     Condition        Report By
 FA4768  HISTORY     - 1989     MONUMENTED       SCGS
 FA4768  HISTORY     - 19900516 GOOD
 FA4768
 FA4768                          STATION DESCRIPTION
 FA4768
 FA4768'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4768'STATION IS LOCATED 1.8 MILFS SOUTH
 FA4768'SOUTHWESTOFBOILINGSPRINGS.OWNERSHIP--SCDHPT, DIRECTOR OF
 FA4768'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FA4768'803-737-1314.
 FA4768'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND STATE
 FA4768'ROAD 79 (VALLEY FALLS ROAD), 0.9 MILE SOUTHEAST OF BOILING SPRINGS,
 FA4768'GO SOUTHWEST ON ROAD 79 FOR 1.65 MILES TO THE JUNCTION OF STATE ROAD
 FA4768'755 (HANGING ROCK ROAD) AND THE BRIDGE OVER LAWSONS FORK CREEK, TURN
 FA4768'RIGHT ON ROAD 755 FOR 1.15 MILES TO THE JUNCTION OF FLETCHER ROAD,
 FA4768'TURN LEFT ON FLETCHER ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT
 FA4768'NEAR A WIRE FENCE LINE.
 FA4768'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 FA4768'THE ROAD, 11.0 FEET SOUTHWFST OF A FENCE POST WITH A SCGS REFERENCE
 FA4768'WASHER ATTACHED, 10.8 FEET NORTHEAST OF A FENCE POST WITH A SCGS
 FA4768'REFERENCE WASHER ATTACHED, 22.6 FEET SOUTHEAST OF THE CENTER OF THE
 FA4768'ROAD, 3.0 FEET NORTHWEST OF THE FENCE LINE, 5.0 FEET NORTH OF A
 FA4768'WITNESS POST.
 FA4768'DESCRIBED BY J.R. WERNER.
 FA4768
 FA4768                          STATION RECOVERY (1990)
 FA4768
 FA4768'RECOVERED 1990
 FA4768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4769 ***********************************************************************
 FA4769  DESIGNATION -  42 420
 FA4769  PID         -  FA4769
 FA4769  STATE/COUNTY-  SC/SPARTANBURG
 FA4769  USGS QUAD   -  VALLEY FALLS (1983)
 FA4769
 FA4769                         *CURRENT SURVEY CONTROL
 FA4769  ___________________________________________________________________
 FA4769* NAD 83(2001)-  35 06 10.86179(N)    081 53 29.91199(W)     ADJUSTED  
 FA4769* NAVD 88     -       255.6    (meters)     839.     (feet)  GPS OBS   
 FA4769  ___________________________________________________________________
 FA4769  X           -     736,828.963 (meters)                     COMP
 FA4769  Y           -  -5,171,821.846 (meters)                     COMP
 FA4769  Z           -   3,647,351.669 (meters)                     COMP
 FA4769  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FA4769  ELLIP HEIGHT-         223.75  (meters)          (03/27/03) GPS OBS
 FA4769  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 FA4769
 FA4769  HORZ ORDER  -  FIRST
 FA4769  ELLP ORDER  -  FOURTH    CLASS II
 FA4769
 FA4769.The horizontal coordinates were established by GPS observations
 FA4769.and adjusted by the National Geodetic Survey in March 2003..
 FA4769
 FA4769.The orthometric height was determined by GPS observations and a
 FA4769.high-resolution geoid model.
 FA4769
 FA4769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4769
 FA4769.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4769
 FA4769.The ellipsoidal height was determined by GPS observations
 FA4769.and is referenced to NAD 83.
 FA4769
 FA4769.The geoid height was determined by GEOID03.
 FA4769
 FA4769;                    North         East     Units Scale Factor Converg.
 FA4769;SPC SC       -   362,977.220   528,298.065   MT  1.00010706   -0 29 39.6
 FA4769;SPC SC       - 1,190,870.14  1,733,261.37   iFT  1.00010706   -0 29 39.6
 FA4769;UTM  17      - 3,884,831.000   418,737.157   MT  0.99968138   -0 30 46.0
 FA4769
 FA4769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4769!SPC SC       -   0.99996488  x   1.00010706  =   1.00007194
 FA4769!UTM  17      -   0.99996488  x   0.99968138  =   0.99964627
 FA4769
 FA4769                          SUPERSEDED SURVEY CONTROL
 FA4769
 FA4769  NAD 83(1995)-  35 06 10.86195(N)    081 53 29.91160(W) AD(       ) 1
 FA4769  ELLIP H (12/20/99)  223.76   (m)                       GP(       ) 4 1
 FA4769  NAD 83(1986)-  35 06 10.87302(N)    081 53 29.91572(W) AD(       ) 1
 FA4769
 FA4769.Superseded values are not recommended for survey control.
 FA4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4769.See file dsdata.txt to determine how the superseded data were derived.
 FA4769
 FA4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1873784831(NAD 83)
 FA4769_MARKER: DD = SURVEY DISK
 FA4769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4769_SP_SET: CONCRETE POST
 FA4769_STAMPING: 42 420 1989
 FA4769_MARK LOGO: SCGS  
 FA4769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4769+STABILITY: SURFACE MOTION
 FA4769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4769+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1990
 FA4769
 FA4769  HISTORY     - Date     Condition        Report By
 FA4769  HISTORY     - 1989     MONUMENTED       SCGS
 FA4769  HISTORY     - 19900426 GOOD
 FA4769
 FA4769                          STATION DESCRIPTION
 FA4769
 FA4769'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4769'STATION IS LOCATED 2.2 MILFS
 FA4769'NORTHWESTOFMAYO.OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P.O.
 FA4769'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA4769'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA4769'AVENUE), 221 ALTERNATE (EAST CHEROKEE STREET) AND STATE HIGHWAY 11
 FA4769'(WEST CHEROKEE STREET) IN CHESNEE, GO WEST ON HIGHWAY 11 FOR 4.15
 FA4769'MILES TO THE JUNCTION OF STATE ROAD 58 (PARRIS BRIDGE ROAD), TURN
 FA4769'LEFT ON ROAD 58 FOR 3.25 MILES TO THE JUNCTION OF STATE ROADS 43, 835
 FA4769'AND 189, TURN LEFT ON ROAD 189 (BUCK CREEK ROAD) FOR 2.15 MILES TO
 FA4769'THE STATION ON THE RIGHT IN FRONT OF A SHINGLE-SIDED HOUSE AND A
 FA4769'WOODEN BUILDING.
 FA4769'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 FA4769'THE ROAD, 189.1 FEET NORTHFAST OF THE NORTHEAST CORNER OF THE HOUSE,
 FA4769'85.3 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING, 16.8 FEET
 FA4769'SOUTHWEST OF THE CENTER OF THE ROAD, 21.7 FEET EAST SOUTHEAST OF THE
 FA4769'CENTER OF A GRAVEL DRIVE TO THE HOUSE AND BUILDING, 42.2 FEET
 FA4769'SOUTHEAST OF A TELEPHONE JUNCTION BOX, 1.3 FEET EAST OF A WITNESS
 FA4769'POST.
 FA4769'DESCRIBED BY J.R. WERNER.
 FA4769
 FA4769                          STATION RECOVERY (1990)
 FA4769
 FA4769'RECOVERED 1990
 FA4769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4770 ***********************************************************************
 FA4770  DESIGNATION -  42 421
 FA4770  PID         -  FA4770
 FA4770  STATE/COUNTY-  SC/SPARTANBURG
 FA4770  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA4770
 FA4770                         *CURRENT SURVEY CONTROL
 FA4770  ___________________________________________________________________
 FA4770* NAD 83(2001)-  35 08 09.71938(N)    081 56 34.48467(W)     ADJUSTED  
 FA4770* NAVD 88     -       287.1    (meters)     942.     (feet)  GPS OBS   
 FA4770  ___________________________________________________________________
 FA4770  X           -     731,909.000 (meters)                     COMP
 FA4770  Y           -  -5,170,418.115 (meters)                     COMP
 FA4770  Z           -   3,650,365.951 (meters)                     COMP
 FA4770  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FA4770  ELLIP HEIGHT-         255.21  (meters)          (03/27/03) GPS OBS
 FA4770  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FA4770
 FA4770  HORZ ORDER  -  FIRST
 FA4770  ELLP ORDER  -  FOURTH    CLASS II
 FA4770
 FA4770.The horizontal coordinates were established by GPS observations
 FA4770.and adjusted by the National Geodetic Survey in March 2003..
 FA4770
 FA4770.The orthometric height was determined by GPS observations and a
 FA4770.high-resolution geoid model.
 FA4770
 FA4770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4770
 FA4770.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4770
 FA4770.The ellipsoidal height was determined by GPS observations
 FA4770.and is referenced to NAD 83.
 FA4770
 FA4770.The geoid height was determined by GEOID03.
 FA4770
 FA4770;                    North         East     Units Scale Factor Converg.
 FA4770;SPC SC       -   366,681.866   523,656.683   MT  1.00012171   -0 31 21.9
 FA4770;SPC SC       - 1,203,024.49  1,718,033.74   iFT  1.00012171   -0 31 21.9
 FA4770;SPC NC       -   157,727.346   341,466.410   MT  0.99987462   -1 41 54.8
 FA4770;SPC NC       -   517,477.13  1,120,294.38   sFT  0.99987462   -1 41 54.8
 FA4770;UTM  17      - 3,888,535.612   414,099.002   MT  0.99969094   -0 32 33.7
 FA4770
 FA4770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4770!SPC SC       -   0.99995994  x   1.00012171  =   1.00008165
 FA4770!SPC NC       -   0.99995994  x   0.99987462  =   0.99983457
 FA4770!UTM  17      -   0.99995994  x   0.99969094  =   0.99965090
 FA4770
 FA4770                          SUPERSEDED SURVEY CONTROL
 FA4770
 FA4770  NAD 83(1995)-  35 08 09.71931(N)    081 56 34.48438(W) AD(       ) 1
 FA4770  ELLIP H (12/20/99)  255.23   (m)                       GP(       ) 4 1
 FA4770  NAD 83(1986)-  35 08 09.73076(N)    081 56 34.48993(W) AD(       ) 1
 FA4770
 FA4770.Superseded values are not recommended for survey control.
 FA4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4770.See file dsdata.txt to determine how the superseded data were derived.
 FA4770
 FA4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1409988536(NAD 83)
 FA4770_MARKER: DD = SURVEY DISK
 FA4770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4770_SP_SET: CONCRETE POST
 FA4770_STAMPING: 42 421 1989
 FA4770_MARK LOGO: SCGS  
 FA4770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4770+STABILITY: SURFACE MOTION
 FA4770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4770+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1990
 FA4770
 FA4770  HISTORY     - Date     Condition        Report By
 FA4770  HISTORY     - 1989     MONUMENTED       SCGS
 FA4770  HISTORY     - 19900428 GOOD
 FA4770
 FA4770                          STATION DESCRIPTION
 FA4770
 FA4770'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4770'STATION IS LOCATED 3.6 MILFS EAST OF FINGERVILLE AND 6.3 MILES NORTH
 FA4770'NORTHEAST OF BOILING SPRINGS.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FA4770'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FA4770'803-737-1314.
 FA4770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA4770'AVENUE), 221 ALTERNATE (EAST CHEROKEE STREET) AND STATE HIGHWAY 11
 FA4770'(WEST CHEROKEE STREET) IN CHESNEE, GO WESTERLY ON HIGHWAY 11 FOR 4.15
 FA4770'MILES TO THE JUNCTION OF STATE ROAD 58 (PARRIS BRIDGE ROAD), CONTINUE
 FA4770'ON HIGHWAY 11 FOR 2.5 MILES TO THE JUNCTION OF STATE ROAD 215 (MARTIN
 FA4770'CAMP ROAD), TURN LEFT ON ROAD 215 FOR 1.3 MILES TO THE JUNCTION OF
 FA4770'STATE ROAD 187 (FAIRFIELD ROAD) AND THE STATION ON THE LEFT NEAR A
 FA4770'POWER POLE, 0.05 MILE NORTHWEST OF THE JUNCTION OF STATE ROAD 187
 FA4770'(FAIRFIELD ROAD EAST).
 FA4770'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 FA4770'THE ROAD, 88.8 FEET SOUTH OF THE SOUTH CORNER OF A WOODEN HOUSE,
 FA4770'103.2 FEET SOUTHEAST OF THF EXTENDED CENTER OF ROAD 187, 21.2 FEET
 FA4770'NORTHEAST OF THE CENTER OF ROAD 215, 2.6 FEET NORTHWEST OF POWER POLE
 FA4770'NUMBER 2, 3.0 FEET NORTHWEST OF A WITNESS POST.
 FA4770'DESCRIBED BY J.R. WERNER.
 FA4770
 FA4770                          STATION RECOVERY (1990)
 FA4770
 FA4770'RECOVERED 1990
 FA4770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4771 ***********************************************************************
 FA4771  DESIGNATION -  42 422
 FA4771  PID         -  FA4771
 FA4771  STATE/COUNTY-  SC/SPARTANBURG
 FA4771  USGS QUAD   -  VALLEY FALLS (1983)
 FA4771
 FA4771                         *CURRENT SURVEY CONTROL
 FA4771  ___________________________________________________________________
 FA4771* NAD 83(2001)-  35 07 28.89794(N)    081 57 48.40304(W)     ADJUSTED  
 FA4771* NAVD 88     -       275.4    (meters)     904.     (feet)  GPS OBS   
 FA4771  ___________________________________________________________________
 FA4771  X           -     730,155.930 (meters)                     COMP
 FA4771  Y           -  -5,171,387.494 (meters)                     COMP
 FA4771  Z           -   3,649,330.364 (meters)                     COMP
 FA4771  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FA4771  ELLIP HEIGHT-         243.59  (meters)          (03/27/03) GPS OBS
 FA4771  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FA4771
 FA4771  HORZ ORDER  -  FIRST
 FA4771  ELLP ORDER  -  FOURTH    CLASS II
 FA4771
 FA4771.The horizontal coordinates were established by GPS observations
 FA4771.and adjusted by the National Geodetic Survey in March 2003..
 FA4771
 FA4771.The orthometric height was determined by GPS observations and a
 FA4771.high-resolution geoid model.
 FA4771
 FA4771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4771
 FA4771.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4771
 FA4771.The ellipsoidal height was determined by GPS observations
 FA4771.and is referenced to NAD 83.
 FA4771
 FA4771.The geoid height was determined by GEOID03.
 FA4771
 FA4771;                    North         East     Units Scale Factor Converg.
 FA4771;SPC SC       -   365,441.017   521,773.504   MT  1.00011664   -0 32 02.9
 FA4771;SPC SC       - 1,198,953.47  1,711,855.33   iFT  1.00011664   -0 32 02.9
 FA4771;SPC NC       -   156,525.704   339,558.626   MT  0.99987504   -1 42 37.5
 FA4771;SPC NC       -   513,534.75  1,114,035.26   sFT  0.99987504   -1 42 37.5
 FA4771;UTM  17      - 3,887,295.953   412,216.192   MT  0.99969497   -0 33 15.7
 FA4771
 FA4771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4771!SPC SC       -   0.99996177  x   1.00011664  =   1.00007840
 FA4771!SPC NC       -   0.99996177  x   0.99987504  =   0.99983681
 FA4771!UTM  17      -   0.99996177  x   0.99969497  =   0.99965675
 FA4771
 FA4771                          SUPERSEDED SURVEY CONTROL
 FA4771
 FA4771  NAD 83(1995)-  35 07 28.89775(N)    081 57 48.40273(W) AD(       ) 1
 FA4771  ELLIP H (12/20/99)  243.61   (m)                       GP(       ) 4 1
 FA4771  NAD 83(1986)-  35 07 28.90903(N)    081 57 48.40834(W) AD(       ) 1
 FA4771
 FA4771.Superseded values are not recommended for survey control.
 FA4771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4771.See file dsdata.txt to determine how the superseded data were derived.
 FA4771
 FA4771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1221687296(NAD 83)
 FA4771_MARKER: DD = SURVEY DISK
 FA4771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4771_SP_SET: CONCRETE POST
 FA4771_STAMPING: 42 422 1989
 FA4771_MARK LOGO: SCGS  
 FA4771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4771+STABILITY: SURFACE MOTION
 FA4771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4771+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1990
 FA4771
 FA4771  HISTORY     - Date     Condition        Report By
 FA4771  HISTORY     - 1989     MONUMENTED       SCGS
 FA4771  HISTORY     - 19900503 GOOD
 FA4771
 FA4771                          STATION DESCRIPTION
 FA4771
 FA4771'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4771'STATION IS LOCATED 2.7 MILFS SOUTHEAST OF FINGERVILLE.
 FA4771'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FA4771'COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA4771'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 11 IN
 FA4771'NEW PROSPECT, GO EASTERLY ON HIGHWAY 11 FOR 2.95 MILES TO THE
 FA4771'JUNCTION OF STATE ROAD 42 IN FINGERVILLE, CONTINUE ON HIGHWAY 11 FOR
 FA4771'2.15 MILES TO THE JUNCTION OF STATE ROAD 55, TURN RIGHT ON ROAD 55
 FA4771'FOR 1.0 MILE TO THE JUNCTION OF STATE ROAD 978 (ANDERSON ROAD),
 FA4771'CONTINUE ON ROAD 55 FOR 0.85 MILE TO THE STATION ON THE LEFT IN FRONT
 FA4771'OF A VINYL-SIDED HOUSE WITH A TWO-STALL GARAGE.
 FA4771'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA4771'ROAD, 86.5 FEET WEST SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 21.6
 FA4771'FEET NORTHEAST OF THE CENTFR OF THE ROAD, 94.5 FEET NORTHWEST OF THE
 FA4771'CENTER OF A PAVED AND GRAVFL DRIVEWAY TO THE HOUSE, 20.7 FEET WEST
 FA4771'NORTHWEST OF A 2-INCH MAPLF TREE.
 FA4771'DESCRIBED BY J.R. WERNER.
 FA4771
 FA4771                          STATION RECOVERY (1990)
 FA4771
 FA4771'RECOVERED 1990
 FA4771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4772 ***********************************************************************
 FA4772  DESIGNATION -  42 423
 FA4772  PID         -  FA4772
 FA4772  STATE/COUNTY-  SC/SPARTANBURG
 FA4772  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA4772
 FA4772                         *CURRENT SURVEY CONTROL
 FA4772  ___________________________________________________________________
 FA4772* NAD 83(2001)-  35 08 53.97737(N)    081 54 00.98939(W)     ADJUSTED  
 FA4772* NAVD 88     -       282.5    (meters)     927.     (feet)  GPS OBS   
 FA4772  ___________________________________________________________________
 FA4772  X           -     735,645.293 (meters)                     COMP
 FA4772  Y           -  -5,169,090.990 (meters)                     COMP
 FA4772  Z           -   3,651,478.646 (meters)                     COMP
 FA4772  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FA4772  ELLIP HEIGHT-         250.58  (meters)          (03/27/03) GPS OBS
 FA4772  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 FA4772
 FA4772  HORZ ORDER  -  FIRST
 FA4772  ELLP ORDER  -  FOURTH    CLASS II
 FA4772
 FA4772.The horizontal coordinates were established by GPS observations
 FA4772.and adjusted by the National Geodetic Survey in March 2003..
 FA4772
 FA4772.The orthometric height was determined by GPS observations and a
 FA4772.high-resolution geoid model.
 FA4772
 FA4772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4772
 FA4772.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4772
 FA4772.The ellipsoidal height was determined by GPS observations
 FA4772.and is referenced to NAD 83.
 FA4772
 FA4772.The geoid height was determined by GEOID03.
 FA4772
 FA4772;                    North         East     Units Scale Factor Converg.
 FA4772;SPC SC       -   368,011.251   527,554.738   MT  1.00012725   -0 29 56.8
 FA4772;SPC SC       - 1,207,385.99  1,730,822.63   iFT  1.00012725   -0 29 56.8
 FA4772;SPC NC       -   158,976.183   345,389.932   MT  0.99987421   -1 40 26.2
 FA4772;SPC NC       -   521,574.36  1,133,166.80   sFT  0.99987421   -1 40 26.2
 FA4772;UTM  17      - 3,889,863.085   417,995.806   MT  0.99968287   -0 31 05.9
 FA4772
 FA4772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4772!SPC SC       -   0.99996067  x   1.00012725  =   1.00008791
 FA4772!SPC NC       -   0.99996067  x   0.99987421  =   0.99983488
 FA4772!UTM  17      -   0.99996067  x   0.99968287  =   0.99964355
 FA4772
 FA4772                          SUPERSEDED SURVEY CONTROL
 FA4772
 FA4772  NAD 83(1995)-  35 08 53.97739(N)    081 54 00.98909(W) AD(       ) 1
 FA4772  ELLIP H (12/20/99)  250.60   (m)                       GP(       ) 4 1
 FA4772  NAD 83(1986)-  35 08 53.98891(N)    081 54 00.99443(W) AD(       ) 1
 FA4772
 FA4772.Superseded values are not recommended for survey control.
 FA4772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4772.See file dsdata.txt to determine how the superseded data were derived.
 FA4772
 FA4772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1799689863(NAD 83)
 FA4772_MARKER: DD = SURVEY DISK
 FA4772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4772_SP_SET: CONCRETE POST
 FA4772_STAMPING: 42 423 1989
 FA4772_MARK LOGO: SCGS  
 FA4772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4772+STABILITY: SURFACE MOTION
 FA4772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4772+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1990
 FA4772
 FA4772  HISTORY     - Date     Condition        Report By
 FA4772  HISTORY     - 1989     MONUMENTED       SCGS
 FA4772  HISTORY     - 19900428 GOOD
 FA4772
 FA4772                          STATION DESCRIPTION
 FA4772
 FA4772'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4772'STATION IS LOCATED 2.2 MILFS WEST
 FA4772'OFCHESNEE.OWNERSHIP--SCDHPT,DIRECTOROF PRECONSTRUCTION, P.O. BOX 191,
 FA4772'COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA4772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 (ALABAMA
 FA4772'AVENUE), 221 ALTERNATE (EAST CHEROKEE STREET) AND STATE HIGHWAY 11
 FA4772'(WEST CHEROKEE STREET) IN CHESNEE, GO WESTERLY ON HIGHWAY 11 FOR 0.4
 FA4772'MILE TO THE JUNCTION OF STATE ROAD 187 (FAIRFIELD STREET), TURN LEFT
 FA4772'ON ROAD 187 FOR 2.15 MILES TO THE JUNCTION OF TURKEY FARM ROAD, TURN
 FA4772'LEFT ON ROAD 187 (TURKEY FARM ROAD) FOR 0.15 MILE TO THE JUNCTION OF
 FA4772'STATE ROAD 187 (FAIRFIELD ROAD), TURN RIGHT ON ROAD 187 FOR 0.15 MILE
 FA4772'TO THE STATION ON THE LEFT NEAR A STEEL HIGH TENSION POWER LINE
 FA4772'TOWER.
 FA4772'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 FA4772'THE ROAD, 40.2 FEET NORTHWFST OF THE NORTH LEG OF THE TOWER, 3.7 FEET
 FA4772'SOUTHEAST OF A TELEPHONE JUNCTION BOX LPB828B, 26.4 FEET SOUTH
 FA4772'SOUTHWEST OF THE CENTER OF THE ROAD, 3.7 FEET SOUTHEAST OF A WITNESS
 FA4772'POST.
 FA4772'DESCRIBED BY J.R. WERNER.
 FA4772
 FA4772                          STATION RECOVERY (1990)
 FA4772
 FA4772'RECOVERED 1990
 FA4772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4773 ***********************************************************************
 FA4773  DESIGNATION -  42 424
 FA4773  PID         -  FA4773
 FA4773  STATE/COUNTY-  SC/SPARTANBURG
 FA4773  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA4773
 FA4773                         *CURRENT SURVEY CONTROL
 FA4773  ___________________________________________________________________
 FA4773* NAD 83(2001)-  35 09 40.87713(N)    081 59 07.14670(W)     ADJUSTED  
 FA4773* NAVD 88     -       301.3    (meters)     989.     (feet)  GPS OBS   
 FA4773  ___________________________________________________________________
 FA4773  X           -     727,858.145 (meters)                     COMP
 FA4773  Y           -  -5,169,368.291 (meters)                     COMP
 FA4773  Z           -   3,652,671.210 (meters)                     COMP
 FA4773  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FA4773  ELLIP HEIGHT-         269.35  (meters)          (03/27/03) GPS OBS
 FA4773  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 FA4773
 FA4773  HORZ ORDER  -  FIRST
 FA4773  ELLP ORDER  -  FOURTH    CLASS II
 FA4773
 FA4773.The horizontal coordinates were established by GPS observations
 FA4773.and adjusted by the National Geodetic Survey in March 2003..
 FA4773
 FA4773.The orthometric height was determined by GPS observations and a
 FA4773.high-resolution geoid model.
 FA4773
 FA4773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4773
 FA4773.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4773
 FA4773.The ellipsoidal height was determined by GPS observations
 FA4773.and is referenced to NAD 83.
 FA4773
 FA4773.The geoid height was determined by GEOID03.
 FA4773
 FA4773;                    North         East     Units Scale Factor Converg.
 FA4773;SPC SC       -   369,527.415   519,818.408   MT  1.00013317   -0 32 46.5
 FA4773;SPC SC       - 1,212,360.29  1,705,440.97   iFT  1.00013317   -0 32 46.5
 FA4773;SPC NC       -   160,650.351   337,688.316   MT  0.99987383   -1 43 22.9
 FA4773;SPC NC       -   527,067.03  1,107,899.08   sFT  0.99987383   -1 43 22.9
 FA4773;UTM  17      - 3,891,381.309   410,263.408   MT  0.99969924   -0 34 02.9
 FA4773
 FA4773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4773!SPC SC       -   0.99995772  x   1.00013317  =   1.00009089
 FA4773!SPC NC       -   0.99995772  x   0.99987383  =   0.99983156
 FA4773!UTM  17      -   0.99995772  x   0.99969924  =   0.99965698
 FA4773
 FA4773                          SUPERSEDED SURVEY CONTROL
 FA4773
 FA4773  NAD 83(1995)-  35 09 40.87701(N)    081 59 07.14632(W) AD(       ) 1
 FA4773  ELLIP H (12/20/99)  269.38   (m)                       GP(       ) 4 1
 FA4773  NAD 83(1986)-  35 09 40.88877(N)    081 59 07.15299(W) AD(       ) 1
 FA4773
 FA4773.Superseded values are not recommended for survey control.
 FA4773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4773.See file dsdata.txt to determine how the superseded data were derived.
 FA4773
 FA4773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1026391381(NAD 83)
 FA4773_MARKER: DD = SURVEY DISK
 FA4773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4773_SP_SET: CONCRETE POST
 FA4773_STAMPING: 42 424 1989
 FA4773_MARK LOGO: SCGS  
 FA4773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4773+STABILITY: SURFACE MOTION
 FA4773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4773+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1992
 FA4773
 FA4773  HISTORY     - Date     Condition        Report By
 FA4773  HISTORY     - 1989     MONUMENTED       SCGS
 FA4773  HISTORY     - 19900502 GOOD
 FA4773  HISTORY     - 19920210 GOOD             NCGS
 FA4773
 FA4773                          STATION DESCRIPTION
 FA4773
 FA4773'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4773'STATION IS LOCATED 2.3 MILFS
 FA4773'NORTHEASTOFFINGERVILLE.OWNFRSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION,
 FA4773'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA4773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FA4773'NEW PROSPECT, GO EASTERLY ON HIGHWAY 11 FOR 2.95 MILES TO THE
 FA4773'JUNCTION OF STATE ROAD 42 IN FINGERVILLE, CONTINUE ON HIGHWAY 11 FOR
 FA4773'2.15 MILES TO THE JUNCTION OF STATE ROAD 55, TURN LEFT ON ROAD 55 FOR
 FA4773'0.75 MILE TO THE JUNCTION OF STATE ROAD 251 (JOLLEY ROAD), CONTINUE
 FA4773'ON ROAD 55 FOR 0.6 MILE TO THE STATION ON THE RIGHT NEAR TWO STEEL
 FA4773'GATES AT THE JUNCTION OF CANNON FORD ROAD 2-3059, NOTE-STATION IS IN
 FA4773'LINE WITH THE EXTENDED CENTER OF CANNON FORD ROAD.
 FA4773'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 FA4773'THE ROAD, 71.9 FEET SOUTHEAST OF A FIRE HYDRANT, 13.4 FEET SOUTH OF
 FA4773'THE CENTER OF THE TWO GATES, 22.4 FEET EAST OF THE CENTER OF ROAD 55,
 FA4773'4.5 FEET WEST OF A BARBED WIRE FENCE, 4.3 FEET SOUTHWEST OF A WITNESS
 FA4773'POST.
 FA4773'DESCRIBED BY J.R. WERNER.
 FA4773
 FA4773                          STATION RECOVERY (1990)
 FA4773
 FA4773'RECOVERED 1990
 FA4773'RECOVERED IN GOOD CONDITION.
 FA4773
 FA4773                          STATION RECOVERY (1992)
 FA4773
 FA4773'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FA4773'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2871 ***********************************************************************
 EC2871  DESIGNATION -  42 425
 EC2871  PID         -  EC2871
 EC2871  STATE/COUNTY-  SC/SPARTANBURG
 EC2871  USGS QUAD   -  SPARTANBURG (1983)
 EC2871
 EC2871                         *CURRENT SURVEY CONTROL
 EC2871  ___________________________________________________________________
 EC2871* NAD 83(2001)-  34 59 45.53577(N)    081 56 47.24719(W)     ADJUSTED  
 EC2871* NAVD 88     -       245.7    (meters)     806.     (feet)  GPS OBS   
 EC2871  ___________________________________________________________________
 EC2871  X           -     732,835.017 (meters)                     COMP
 EC2871  Y           -  -5,179,268.967 (meters)                     COMP
 EC2871  Z           -   3,637,624.561 (meters)                     COMP
 EC2871  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EC2871  ELLIP HEIGHT-         214.10  (meters)          (03/27/03) GPS OBS
 EC2871  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EC2871
 EC2871  HORZ ORDER  -  FIRST
 EC2871  ELLP ORDER  -  FOURTH    CLASS II
 EC2871
 EC2871.The horizontal coordinates were established by GPS observations
 EC2871.and adjusted by the National Geodetic Survey in March 2003..
 EC2871
 EC2871.The orthometric height was determined by GPS observations and a
 EC2871.high-resolution geoid model.
 EC2871
 EC2871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2871
 EC2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2871
 EC2871.The ellipsoidal height was determined by GPS observations
 EC2871.and is referenced to NAD 83.
 EC2871
 EC2871.The geoid height was determined by GEOID03.
 EC2871
 EC2871;                    North         East     Units Scale Factor Converg.
 EC2871;SPC SC       -   351,146.545   523,191.260   MT  1.00006188   -0 31 29.0
 EC2871;SPC SC       - 1,152,055.59  1,716,506.76   iFT  1.00006188   -0 31 29.0
 EC2871;UTM  17      - 3,873,006.658   413,628.605   MT  0.99969194   -0 32 34.2
 EC2871
 EC2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2871!SPC SC       -   0.99996639  x   1.00006188  =   1.00002827
 EC2871!UTM  17      -   0.99996639  x   0.99969194  =   0.99965834
 EC2871
 EC2871                          SUPERSEDED SURVEY CONTROL
 EC2871
 EC2871  NAD 83(1995)-  34 59 45.53598(N)    081 56 47.24664(W) AD(       ) 1
 EC2871  ELLIP H (12/20/99)  214.12   (m)                       GP(       ) 4 1
 EC2871  NAD 83(1986)-  34 59 45.54781(N)    081 56 47.25037(W) AD(       ) 1
 EC2871
 EC2871.Superseded values are not recommended for survey control.
 EC2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2871.See file dsdata.txt to determine how the superseded data were derived.
 EC2871
 EC2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1362973007(NAD 83)
 EC2871_MARKER: DD = SURVEY DISK
 EC2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2871_SP_SET: CONCRETE POST
 EC2871_STAMPING: 42 425 1989
 EC2871_MARK LOGO: SCGS  
 EC2871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2871+STABILITY: SURFACE MOTION
 EC2871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2871+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1990
 EC2871
 EC2871  HISTORY     - Date     Condition        Report By
 EC2871  HISTORY     - 1989     MONUMENTED       SCGS
 EC2871  HISTORY     - 19900505 GOOD
 EC2871
 EC2871                          STATION DESCRIPTION
 EC2871
 EC2871'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2871'STATION IS LOCATED NEAR THF NORTHEAST CORNER OF
 EC2871'THEJUNCTIONOVERPASSOFSTATE HIGHWAY 9 AND INTERSTATE 85, 3.3 MILES
 EC2871'NORTH NORTHWEST OF SPARTANBURG AND 4.05 MILES SOUTH SOUTHEAST OF
 EC2871'BOILING SPRINGS. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.
 EC2871'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC2871'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2871'HIGHWAY 9, 19.0 FEET EAST NORTHEAST OF THE CENTER OF THE NORTHBOUND
 EC2871'LANES OF HIGHWAY 9, 118.5 FEET SOUTH SOUTHEAST OF A TELEPHONE
 EC2871'JUNCTION BOX, 5.7 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE
 EC2871'OVERPASS, 4.5 FEET NORTHWEST OF THE EAST NORTHEAST END OF A WINGWALL
 EC2871'AT THE NORTHEAST CORNER OF THE OVERPASS, 8.5 FEET SOUTHEAST OF A
 EC2871'WITNESS POST.
 EC2871'DESCRIBED BY J.R. WERNER.
 EC2871
 EC2871                          STATION RECOVERY (1990)
 EC2871
 EC2871'RECOVERED 1990
 EC2871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2872 ***********************************************************************
 EC2872  DESIGNATION -  42 426
 EC2872  PID         -  EC2872
 EC2872  STATE/COUNTY-  SC/SPARTANBURG
 EC2872  USGS QUAD   -  SPARTANBURG (1983)
 EC2872
 EC2872                         *CURRENT SURVEY CONTROL
 EC2872  ___________________________________________________________________
 EC2872* NAD 83(2001)-  34 59 22.13619(N)    081 57 56.68174(W)     ADJUSTED  
 EC2872* NAVD 88     -       271.6    (meters)     891.     (feet)  GPS OBS   
 EC2872  ___________________________________________________________________
 EC2872  X           -     731,152.266 (meters)                     COMP
 EC2872  Y           -  -5,179,945.960 (meters)                     COMP
 EC2872  Z           -   3,637,048.718 (meters)                     COMP
 EC2872  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EC2872  ELLIP HEIGHT-         240.12  (meters)          (03/27/03) GPS OBS
 EC2872  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 EC2872
 EC2872  HORZ ORDER  -  FIRST
 EC2872  ELLP ORDER  -  FOURTH    CLASS II
 EC2872
 EC2872.The horizontal coordinates were established by GPS observations
 EC2872.and adjusted by the National Geodetic Survey in March 2003..
 EC2872
 EC2872.The orthometric height was determined by GPS observations and a
 EC2872.high-resolution geoid model.
 EC2872
 EC2872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2872
 EC2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2872
 EC2872.The ellipsoidal height was determined by GPS observations
 EC2872.and is referenced to NAD 83.
 EC2872
 EC2872.The geoid height was determined by GEOID03.
 EC2872
 EC2872;                    North         East     Units Scale Factor Converg.
 EC2872;SPC SC       -   350,441.723   521,423.692   MT  1.00005926   -0 32 07.5
 EC2872;SPC SC       - 1,149,743.19  1,710,707.65   iFT  1.00005926   -0 32 07.5
 EC2872;UTM  17      - 3,872,302.658   411,861.461   MT  0.99969574   -0 33 13.7
 EC2872
 EC2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2872!SPC SC       -   0.99996231  x   1.00005926  =   1.00002157
 EC2872!UTM  17      -   0.99996231  x   0.99969574  =   0.99965806
 EC2872
 EC2872                          SUPERSEDED SURVEY CONTROL
 EC2872
 EC2872  NAD 83(1995)-  34 59 22.13640(N)    081 57 56.68118(W) AD(       ) 1
 EC2872  ELLIP H (12/20/99)  240.13   (m)                       GP(       ) 4 1
 EC2872  NAD 83(1986)-  34 59 22.14860(N)    081 57 56.68434(W) AD(       ) 1
 EC2872
 EC2872.Superseded values are not recommended for survey control.
 EC2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2872.See file dsdata.txt to determine how the superseded data were derived.
 EC2872
 EC2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1186172303(NAD 83)
 EC2872_MARKER: DD = SURVEY DISK
 EC2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2872_SP_SET: CONCRETE POST
 EC2872_STAMPING: 42 426 1989
 EC2872_MARK LOGO: SCGS  
 EC2872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2872+STABILITY: SURFACE MOTION
 EC2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2872+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1990
 EC2872
 EC2872  HISTORY     - Date     Condition        Report By
 EC2872  HISTORY     - 1989     MONUMENTED       SCGS
 EC2872  HISTORY     - 19900507 GOOD
 EC2872
 EC2872                          STATION DESCRIPTION
 EC2872
 EC2872'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2872'STATION IS LOCATED NEAR THF WEST CORNER OF THE JUNCTION OVERPASS OF
 EC2872'INTERSTATE 585 (U.S. HIGHWAY 176) AND INTERSTATE 85, 3.35 MILES
 EC2872'NORTHWEST OF SPARTANBURG AND 4.1 MILES SOUTH SOUTHEAST OF BOILING
 EC2872'SPRINGS.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 EC2872'191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC2872'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 EC2872'INTERSTATE 585, 17.7 FEET SOUTHWEST OF THE CENTER OF THE SOUTHBOUND
 EC2872'LANES OF INTERSTATE 585, 5.6 FEET WEST NORTHWEST OF THE WEST CORNER
 EC2872'OF THE OVERPASS, 8.2 FEET SOUTHEAST OF THE 2ND GUARD RAIL POST NORTH
 EC2872'OF THE OVERPASS, 5.6 FEET NORTH NORTHWEST OF WEST CORNER OF THE WING
 EC2872'WALL AT THE WEST CORNER OF THE OVERPASS, 5.2 FEET WEST OF A WITNESS
 EC2872'POST.
 EC2872'DESCRIBED BY J.R. WERNER.
 EC2872
 EC2872                          STATION RECOVERY (1990)
 EC2872
 EC2872'RECOVERED 1990
 EC2872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4774 ***********************************************************************
 FA4774  DESIGNATION -  42 427
 FA4774  PID         -  FA4774
 FA4774  STATE/COUNTY-  SC/SPARTANBURG
 FA4774  USGS QUAD   -  COWPENS (1983)
 FA4774
 FA4774                         *CURRENT SURVEY CONTROL
 FA4774  ___________________________________________________________________
 FA4774* NAD 83(2001)-  35 03 52.89043(N)    081 51 12.49121(W)     ADJUSTED  
 FA4774* NAVD 88     -       259.0    (meters)     850.     (feet)  GPS OBS   
 FA4774  ___________________________________________________________________
 FA4774  X           -     740,621.177 (meters)                     COMP
 FA4774  Y           -  -5,173,751.948 (meters)                     COMP
 FA4774  Z           -   3,643,874.185 (meters)                     COMP
 FA4774  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FA4774  ELLIP HEIGHT-         227.26  (meters)          (03/27/03) GPS OBS
 FA4774  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 FA4774
 FA4774  HORZ ORDER  -  FIRST
 FA4774  ELLP ORDER  -  FOURTH    CLASS II
 FA4774
 FA4774.The horizontal coordinates were established by GPS observations
 FA4774.and adjusted by the National Geodetic Survey in March 2003..
 FA4774
 FA4774.The orthometric height was determined by GPS observations and a
 FA4774.high-resolution geoid model.
 FA4774
 FA4774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4774
 FA4774.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4774
 FA4774.The ellipsoidal height was determined by GPS observations
 FA4774.and is referenced to NAD 83.
 FA4774
 FA4774.The geoid height was determined by GEOID03.
 FA4774
 FA4774;                    North         East     Units Scale Factor Converg.
 FA4774;SPC SC       -   358,695.660   531,743.516   MT  1.00009048   -0 28 23.4
 FA4774;SPC SC       - 1,176,823.03  1,744,565.34   iFT  1.00009048   -0 28 23.4
 FA4774;UTM  17      - 3,880,550.171   422,179.828   MT  0.99967463   -0 29 25.2
 FA4774
 FA4774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4774!SPC SC       -   0.99996433  x   1.00009048  =   1.00005481
 FA4774!UTM  17      -   0.99996433  x   0.99967463  =   0.99963897
 FA4774
 FA4774                          SUPERSEDED SURVEY CONTROL
 FA4774
 FA4774  NAD 83(1995)-  35 03 52.89065(N)    081 51 12.49082(W) AD(       ) 1
 FA4774  ELLIP H (12/20/99)  227.26   (m)                       GP(       ) 4 1
 FA4774  NAD 83(1986)-  35 03 52.90177(N)    081 51 12.49513(W) AD(       ) 1
 FA4774
 FA4774.Superseded values are not recommended for survey control.
 FA4774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4774.See file dsdata.txt to determine how the superseded data were derived.
 FA4774
 FA4774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2218080550(NAD 83)
 FA4774_MARKER: DD = SURVEY DISK
 FA4774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4774_SP_SET: CONCRETE POST
 FA4774_STAMPING: 42 427 1989
 FA4774_MARK LOGO: SCGS  
 FA4774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4774+STABILITY: SURFACE MOTION
 FA4774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4774+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 FA4774
 FA4774  HISTORY     - Date     Condition        Report By
 FA4774  HISTORY     - 1989     MONUMENTED       SCGS
 FA4774  HISTORY     - 19900425 GOOD
 FA4774
 FA4774                          STATION DESCRIPTION
 FA4774
 FA4774'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4774'STATION IS LOCATED 1.3 MILFS SOUTHEAST OF MAYO.  OWNERSHIP--SCDHPT,
 FA4774'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FA4774'803-737-1314.
 FA4774'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 110
 FA4774'AND INTERSTATE 85 (2.0 MILFS NORTH NORTHWEST OF COWPENS), GO NORTH ON
 FA4774'HIGHWAY 110 FOR 0.5 MILE TO THE JUNCTION OF STATE ROAD 105 (MAYO
 FA4774'ROAD), TURN LEFT ON ROAD 105 FOR 1.7 MILES TO THE JUNCTION OF STATE
 FA4774'ROAD 909 (MOUNT OLIVE ROAD), CONTINUE ON ROAD 105 FOR 0.85 MILE TO
 FA4774'THE JUNCTION OF BEN BONNER ROAD, TURN LEFT ON BEN BONNER ROAD FOR 0.1
 FA4774'MILE TO THE STATION ON THE RIGHT NEAR A TELEPHONE JUNCTION BOX.
 FA4774'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 FA4774'THE ROAD, 182.3 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FA4774'VINYL-SIDED HOUSE, 21.7 FEFT WEST OF THE CENTER OF THE ROAD, 19.5
 FA4774'FEET SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY TO A MOBILE HOME, 3.8
 FA4774'FEET SOUTHWEST OF THE JUNCTION BOX, 3.9 FEET SOUTHWEST OF A WITNESS
 FA4774'POST.
 FA4774'DESCRIBED BY J.R. WERNER.
 FA4774
 FA4774                          STATION RECOVERY (1990)
 FA4774
 FA4774'RECOVERED 1990
 FA4774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2873 ***********************************************************************
 EC2873  DESIGNATION -  42 428
 EC2873  PID         -  EC2873
 EC2873  STATE/COUNTY-  SC/SPARTANBURG
 EC2873  USGS QUAD   -  SPARTANBURG (1983)
 EC2873
 EC2873                         *CURRENT SURVEY CONTROL
 EC2873  ___________________________________________________________________
 EC2873* NAD 83(2001)-  34 57 41.22709(N)    081 58 39.84525(W)     ADJUSTED  
 EC2873* NAVD 88     -       254.1    (meters)     834.     (feet)  GPS OBS   
 EC2873  ___________________________________________________________________
 EC2873  X           -     730,315.054 (meters)                     COMP
 EC2873  Y           -  -5,181,849.790 (meters)                     COMP
 EC2873  Z           -   3,634,490.502 (meters)                     COMP
 EC2873  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EC2873  ELLIP HEIGHT-         222.58  (meters)          (03/27/03) GPS OBS
 EC2873  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EC2873
 EC2873  HORZ ORDER  -  FIRST
 EC2873  ELLP ORDER  -  FOURTH    CLASS II
 EC2873
 EC2873.The horizontal coordinates were established by GPS observations
 EC2873.and adjusted by the National Geodetic Survey in March 2003..
 EC2873
 EC2873.The orthometric height was determined by GPS observations and a
 EC2873.high-resolution geoid model.
 EC2873
 EC2873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2873
 EC2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2873
 EC2873.The ellipsoidal height was determined by GPS observations
 EC2873.and is referenced to NAD 83.
 EC2873
 EC2873.The geoid height was determined by GEOID03.
 EC2873
 EC2873;                    North         East     Units Scale Factor Converg.
 EC2873;SPC SC       -   347,342.303   520,299.582   MT  1.00004807   -0 32 31.4
 EC2873;SPC SC       - 1,139,574.48  1,707,019.63   iFT  1.00004807   -0 32 31.4
 EC2873;UTM  17      - 3,869,204.703   410,736.761   MT  0.99969820   -0 33 37.1
 EC2873
 EC2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2873!SPC SC       -   0.99996506  x   1.00004807  =   1.00001313
 EC2873!UTM  17      -   0.99996506  x   0.99969820  =   0.99966327
 EC2873
 EC2873                          SUPERSEDED SURVEY CONTROL
 EC2873
 EC2873  NAD 83(1995)-  34 57 41.22728(N)    081 58 39.84462(W) AD(       ) 1
 EC2873  ELLIP H (12/20/99)  222.59   (m)                       GP(       ) 4 1
 EC2873  NAD 83(1986)-  34 57 41.23939(N)    081 58 39.84778(W) AD(       ) 1
 EC2873
 EC2873.Superseded values are not recommended for survey control.
 EC2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2873.See file dsdata.txt to determine how the superseded data were derived.
 EC2873
 EC2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1073769205(NAD 83)
 EC2873_MARKER: DD = SURVEY DISK
 EC2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2873_SP_SET: CONCRETE POST
 EC2873_STAMPING: 42 428 1989
 EC2873_MARK LOGO: SCGS  
 EC2873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2873+STABILITY: SURFACE MOTION
 EC2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2873+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1990
 EC2873
 EC2873  HISTORY     - Date     Condition        Report By
 EC2873  HISTORY     - 1989     MONUMENTED       SCGS
 EC2873  HISTORY     - 19900508 GOOD
 EC2873
 EC2873                          STATION DESCRIPTION
 EC2873
 EC2873'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2873'STATION IS LOCATED 2.75 MILES
 EC2873'WESTNORTHWESTOFSPARTANBURG.OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2873'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC2873'803-737-1314.
 EC2873'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 40 (NEW
 EC2873'CUT ROAD) AND INTERSTATE 85 (3.5 MILES NORTHWEST OF SPARTANBURG), GO
 EC2873'SOUTHEAST ON ROAD 40 FOR 0.95 MILE TO A 5-WAY JUNCTION, TURN RIGHT ON
 EC2873'STATE ROAD 653 (SIBLEY STRFET) FOR 0.4 MILE TO THE JUNCTION OF STATE
 EC2873'ROAD 78 (HAYNE STREET), TURN RIGHT ON ROAD 78 FOR 0.6 MILE TO THE
 EC2873'STATION ON THE LEFT NEAR A POWER POLE, 0.2 MILE EAST OF THE JUNCTION
 EC2873'OF STATE ROAD 485 (ETHEL ROAD).
 EC2873'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 EC2873'THE ROAD, 151.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF AN ALUMINUM
 EC2873'BUILDING, 35.0 FEET WEST OF THE CENTER OF AN ENTRANCE DRIVEWAY TO THE
 EC2873'BUILDING, 31.2 FEET SOUTH OF THE CENTER OF THE ROAD, 27.0 FEET EAST
 EC2873'OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 27.0 FEET
 EC2873'EAST OF A WITNESS POST.
 EC2873'DESCRIBED BY J.R. WERNER.
 EC2873
 EC2873                          STATION RECOVERY (1990)
 EC2873
 EC2873'RECOVERED 1990
 EC2873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2874 ***********************************************************************
 EC2874  DESIGNATION -  42 429
 EC2874  PID         -  EC2874
 EC2874  STATE/COUNTY-  SC/SPARTANBURG
 EC2874  USGS QUAD   -  SPARTANBURG (1983)
 EC2874
 EC2874                         *CURRENT SURVEY CONTROL
 EC2874  ___________________________________________________________________
 EC2874* NAD 83(2001)-  34 58 27.94343(N)    081 55 54.31082(W)     ADJUSTED  
 EC2874* NAVD 88     -       240.6    (meters)     789.     (feet)  GPS OBS   
 EC2874  ___________________________________________________________________
 EC2874  X           -     734,356.069 (meters)                     COMP
 EC2874  Y           -  -5,180,434.136 (meters)                     COMP
 EC2874  Z           -   3,635,662.564 (meters)                     COMP
 EC2874  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 EC2874  ELLIP HEIGHT-         209.10  (meters)          (03/27/03) GPS OBS
 EC2874  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 EC2874
 EC2874  HORZ ORDER  -  FIRST
 EC2874  ELLP ORDER  -  FOURTH    CLASS II
 EC2874
 EC2874.The horizontal coordinates were established by GPS observations
 EC2874.and adjusted by the National Geodetic Survey in March 2003..
 EC2874
 EC2874.The orthometric height was determined by GPS observations and a
 EC2874.high-resolution geoid model.
 EC2874
 EC2874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2874
 EC2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2874
 EC2874.The ellipsoidal height was determined by GPS observations
 EC2874.and is referenced to NAD 83.
 EC2874
 EC2874.The geoid height was determined by GEOID03.
 EC2874
 EC2874;                    North         East     Units Scale Factor Converg.
 EC2874;SPC SC       -   348,743.161   524,512.146   MT  1.00005322   -0 30 59.6
 EC2874;SPC SC       - 1,144,170.48  1,720,840.37   iFT  1.00005322   -0 30 59.6
 EC2874;UTM  17      - 3,870,603.746   414,948.258   MT  0.99968915   -0 32 02.8
 EC2874
 EC2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2874!SPC SC       -   0.99996718  x   1.00005322  =   1.00002040
 EC2874!UTM  17      -   0.99996718  x   0.99968915  =   0.99965634
 EC2874
 EC2874                          SUPERSEDED SURVEY CONTROL
 EC2874
 EC2874  NAD 83(1995)-  34 58 27.94367(N)    081 55 54.31027(W) AD(       ) 1
 EC2874  ELLIP H (12/20/99)  209.12   (m)                       GP(       ) 4 1
 EC2874  NAD 83(1986)-  34 58 27.95534(N)    081 55 54.31423(W) AD(       ) 1
 EC2874
 EC2874.Superseded values are not recommended for survey control.
 EC2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2874.See file dsdata.txt to determine how the superseded data were derived.
 EC2874
 EC2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1494870604(NAD 83)
 EC2874_MARKER: DD = SURVEY DISK
 EC2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2874_SP_SET: CONCRETE POST
 EC2874_STAMPING: 42 429 1989
 EC2874_MARK LOGO: SCGS  
 EC2874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2874+STABILITY: SURFACE MOTION
 EC2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2874+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 EC2874
 EC2874  HISTORY     - Date     Condition        Report By
 EC2874  HISTORY     - 1989     MONUMENTED       SCGS
 EC2874  HISTORY     - 19900424 GOOD
 EC2874
 EC2874                          STATION DESCRIPTION
 EC2874
 EC2874'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2874'STATION IS LOCATED 1.7 MILFS NORTH OF SPARTANBURG.  OWNERSHIP--SCDHPT,
 EC2874'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC2874'803-737-1314.
 EC2874'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 585
 EC2874'(U.S. HIGHWAY 176) AND U.S. HIGHWAY 221 (1.65 MILES NORTH OF
 EC2874'SPARTANBURG), GO NORTHEAST ON HIGHWAY 221 FOR 0.35 MILE TO THE
 EC2874'JUNCTION OF STATE ROAD 126, TURN RIGHT ON ROAD 126 FOR 0.2 MILE TO
 EC2874'THE STATION ON THE LEFT NEAR A P0WER POLE AT A RAILROAD CROSSING.
 EC2874'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC2874'ROAD, 20.6 FEET NORTHEAST OF THE CENTER OF THE ROAD, 53.8 FEET NORTH
 EC2874'NORTHWEST OF THE NORTH RAIL OF THE RAILROAD TRACKS, 105.2 FEET SOUTH
 EC2874'OF A LONE DOUBLE-TRUNKED OAK TREE, 4.0 FEET NORTH OF THE POWER POLE
 EC2874'NUMBER 12, 4.2 FEET NORTH OF A WITNESS POST.
 EC2874'DESCRIBED BY J.R. WERNER.
 EC2874
 EC2874                          STATION RECOVERY (1990)
 EC2874
 EC2874'RECOVERED 1990
 EC2874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2875 ***********************************************************************
 EC2875  DESIGNATION -  42 430
 EC2875  PID         -  EC2875
 EC2875  STATE/COUNTY-  SC/SPARTANBURG
 EC2875  USGS QUAD   -  SPARTANBURG (1983)
 EC2875
 EC2875                         *CURRENT SURVEY CONTROL
 EC2875  ___________________________________________________________________
 EC2875* NAD 83(2001)-  34 55 36.53760(N)    081 55 59.76092(W)     ADJUSTED  
 EC2875* NAVD 88     -       198.9    (meters)     653.     (feet)  GPS OBS   
 EC2875  ___________________________________________________________________
 EC2875  X           -     734,639.037 (meters)                     COMP
 EC2875  Y           -  -5,183,415.883 (meters)                     COMP
 EC2875  Z           -   3,631,309.102 (meters)                     COMP
 EC2875  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 EC2875  ELLIP HEIGHT-         167.47  (meters)          (03/27/03) GPS OBS
 EC2875  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EC2875
 EC2875  HORZ ORDER  -  FIRST
 EC2875  ELLP ORDER  -  FOURTH    CLASS II
 EC2875
 EC2875.The horizontal coordinates were established by GPS observations
 EC2875.and adjusted by the National Geodetic Survey in March 2003..
 EC2875
 EC2875.The orthometric height was determined by GPS observations and a
 EC2875.high-resolution geoid model.
 EC2875
 EC2875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2875
 EC2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2875
 EC2875.The ellipsoidal height was determined by GPS observations
 EC2875.and is referenced to NAD 83.
 EC2875
 EC2875.The geoid height was determined by GEOID03.
 EC2875
 EC2875;                    North         East     Units Scale Factor Converg.
 EC2875;SPC SC       -   343,462.252   524,326.197   MT  1.00003457   -0 31 02.6
 EC2875;SPC SC       - 1,126,844.66  1,720,230.31   iFT  1.00003457   -0 31 02.6
 EC2875;UTM  17      - 3,865,324.764   414,760.785   MT  0.99968955   -0 32 03.7
 EC2875
 EC2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2875!SPC SC       -   0.99997371  x   1.00003457  =   1.00000828
 EC2875!UTM  17      -   0.99997371  x   0.99968955  =   0.99966327
 EC2875
 EC2875                          SUPERSEDED SURVEY CONTROL
 EC2875
 EC2875  NAD 83(1995)-  34 55 36.53776(N)    081 55 59.76029(W) AD(       ) 1
 EC2875  ELLIP H (12/20/99)  167.49   (m)                       GP(       ) 4 1
 EC2875  NAD 83(1986)-  34 55 36.54970(N)    081 55 59.76350(W) AD(       ) 1
 EC2875
 EC2875.Superseded values are not recommended for survey control.
 EC2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2875.See file dsdata.txt to determine how the superseded data were derived.
 EC2875
 EC2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1476165325(NAD 83)
 EC2875_MARKER: DD = SURVEY DISK
 EC2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2875_SP_SET: CONCRETE POST
 EC2875_STAMPING: 42 430 1989
 EC2875_MARK LOGO: SCGS  
 EC2875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2875+STABILITY: SURFACE MOTION
 EC2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2875+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1990
 EC2875
 EC2875  HISTORY     - Date     Condition        Report By
 EC2875  HISTORY     - 1989     MONUMENTED       SCGS
 EC2875  HISTORY     - 19900509 GOOD
 EC2875
 EC2875                          STATION DESCRIPTION
 EC2875
 EC2875'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2875'STATION IS LOCATED 1.6 MILFS
 EC2875'SOUTHOFSPARTANBURG.OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION,
 EC2875'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC2875'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (SOUTH
 EC2875'CHURCH STREET) AND STATE HIGHWAY 56 (HENRY STREET) IN SPARTANBURG, GO
 EC2875'SOUTH SOUTHEAST ON HIGHWAY 221 FOR 1.55 MILES TO THE SEABOARD
 EC2875'RAILROAD OVERPASS AND THE STATION ON THE SOUTHWEST SIDE OF THE
 EC2875'OVERPASS.
 EC2875'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 EC2875'THE HIGHWAY, 100.0 FEET SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE
 EC2875'CENTER PIER SUPPORT FOR THF RAILROAD (IN MEDIAN OF THE HIGHWAY), 52.3
 EC2875'FEET WEST SOUTHWEST OF THE NORTH LEG OF A BILLBOARD SIGN, 22.8 FEET
 EC2875'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 88.0
 EC2875'FEET NORTHWEST OF THE WEST LEG OF A HIGH TENSION POWER LINE TOWER.
 EC2875'DESCRIBED BY J.R. WERNER.
 EC2875
 EC2875                          STATION RECOVERY (1990)
 EC2875
 EC2875'RECOVERED 1990
 EC2875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2876 ***********************************************************************
 EC2876  DESIGNATION -  42 431
 EC2876  PID         -  EC2876
 EC2876  STATE/COUNTY-  SC/SPARTANBURG
 EC2876  USGS QUAD   -  SPARTANBURG (1983)
 EC2876
 EC2876                         *CURRENT SURVEY CONTROL
 EC2876  ___________________________________________________________________
 EC2876* NAD 83(2001)-  34 56 34.97248(N)    081 58 26.07826(W)     ADJUSTED  
 EC2876* NAVD 88     -       237.1    (meters)     778.     (feet)  GPS OBS   
 EC2876  ___________________________________________________________________
 EC2876  X           -     730,822.297 (meters)                     COMP
 EC2876  Y           -  -5,182,945.575 (meters)                     COMP
 EC2876  Z           -   3,632,807.276 (meters)                     COMP
 EC2876  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EC2876  ELLIP HEIGHT-         205.65  (meters)          (03/27/03) GPS OBS
 EC2876  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EC2876
 EC2876  HORZ ORDER  -  FIRST
 EC2876  ELLP ORDER  -  FOURTH    CLASS II
 EC2876
 EC2876.The horizontal coordinates were established by GPS observations
 EC2876.and adjusted by the National Geodetic Survey in March 2003..
 EC2876
 EC2876.The orthometric height was determined by GPS observations and a
 EC2876.high-resolution geoid model.
 EC2876
 EC2876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2876
 EC2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2876
 EC2876.The ellipsoidal height was determined by GPS observations
 EC2876.and is referenced to NAD 83.
 EC2876
 EC2876.The geoid height was determined by GEOID03.
 EC2876
 EC2876;                    North         East     Units Scale Factor Converg.
 EC2876;SPC SC       -   345,297.264   520,629.607   MT  1.00004085   -0 32 23.8
 EC2876;SPC SC       - 1,132,865.04  1,708,102.39   iFT  1.00004085   -0 32 23.8
 EC2876;UTM  17      - 3,867,160.269   411,066.026   MT  0.99969748   -0 33 28.3
 EC2876
 EC2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2876!SPC SC       -   0.99996772  x   1.00004085  =   1.00000857
 EC2876!UTM  17      -   0.99996772  x   0.99969748  =   0.99966521
 EC2876
 EC2876                          SUPERSEDED SURVEY CONTROL
 EC2876
 EC2876  NAD 83(1995)-  34 56 34.97267(N)    081 58 26.07758(W) AD(       ) 1
 EC2876  ELLIP H (12/20/99)  205.67   (m)                       GP(       ) 4 1
 EC2876  NAD 83(1986)-  34 56 34.98428(N)    081 58 26.08043(W) AD(       ) 1
 EC2876
 EC2876.Superseded values are not recommended for survey control.
 EC2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2876.See file dsdata.txt to determine how the superseded data were derived.
 EC2876
 EC2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1106667160(NAD 83)
 EC2876_MARKER: DD = SURVEY DISK
 EC2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2876_SP_SET: CONCRETE POST
 EC2876_STAMPING: 42 431 1989
 EC2876_MARK LOGO: SCGS  
 EC2876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2876+STABILITY: SURFACE MOTION
 EC2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2876+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 EC2876
 EC2876  HISTORY     - Date     Condition        Report By
 EC2876  HISTORY     - 1989     MONUMENTED       SCGS
 EC2876  HISTORY     - 19900508 GOOD
 EC2876  HISTORY     - 20041001 GOOD             SCGS
 EC2876
 EC2876                          STATION DESCRIPTION
 EC2876
 EC2876'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2876'STATION IS LOCATED 2.45 MILES
 EC2876'WESTSOUTHWESTOFSPARTANBURG.OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2876'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC2876'803-737-1314.
 EC2876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (W.0. EZELL
 EC2876'BOULEVARD) AND STATE HIGHWAY 295 (BLACKSTOCK ROAD), 3.5 MILES WEST
 EC2876'SOUTHWEST OF SPARTANBURG, GO EAST ON HIGHWAY 29 FOR 0.9 MILE TO THE
 EC2876'JUNCTION OF STATE ROAD 605 (POWELL MILL ROAD), TURN LEFT ON ROAD 605
 EC2876'FOR 0.25 MILE TO THE JUNCTION OF DOVER ROAD 6-1870, TURN RIGHT ON
 EC2876'DOVER ROAD FOR 0.05 MILE TO THE JUNCTION OF ABNER ROAD 6-1867, TURN
 EC2876'LEFT ON ABNER ROAD FOR 0.2 MILE TO THE JUNCTION OF ANDRE LANE AND THE
 EC2876'STATION IN THE NORTHEAST ANGLE OF THE JUNCTION.
 EC2876'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 EC2876'ABNER ROAD, 68.5 FEET EAST OF THE CENTER OF ANDRE LANE, 16.5 FEET
 EC2876'NORTHWEST OF THE CENTER OF ABNER ROAD, 32.1 FEET SOUTHEAST OF THE
 EC2876'SOUTH CORNER OF THE EAST BRICK PILLAR SUPPORTING SIGN, 110.5 FEET
 EC2876'SOUTHWEST OF THE CENTER OF AN ENTRANCE DRIVEWAY TO THE FOREST RIDGE
 EC2876'APARTMENTS.
 EC2876'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 EC2876'DESCRIBED BY J.R. WERNER.
 EC2876
 EC2876                          STATION RECOVERY (1990)
 EC2876
 EC2876'RECOVERED 1990
 EC2876'RECOVERED IN GOOD CONDITION.
 EC2876
 EC2876                          STATION RECOVERY (2004)
 EC2876
 EC2876'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 EC2876'15.9 FEET SOUTHEAST OF THE SOUTH CORNER A BRICK COPING AROUND THE
 EC2876'CHURCH SIGN, 110.5 FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE DRIVE
 EC2876'TO THE WHISPERING PINES APARTMENTS, MAGNET WAS BURIED BESIDE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2877 ***********************************************************************
 EC2877  DESIGNATION -  42 432
 EC2877  PID         -  EC2877
 EC2877  STATE/COUNTY-  SC/SPARTANBURG
 EC2877  USGS QUAD   -  SPARTANBURG (1983)
 EC2877
 EC2877                         *CURRENT SURVEY CONTROL
 EC2877  ___________________________________________________________________
 EC2877* NAD 83(2001)-  34 56 08.40589(N)    081 59 57.84675(W)     ADJUSTED  
 EC2877* NAVD 88     -       260.4    (meters)     854.     (feet)  GPS OBS   
 EC2877  ___________________________________________________________________
 EC2877  X           -     728,584.222 (meters)                     COMP
 EC2877  Y           -  -5,183,753.463 (meters)                     COMP
 EC2877  Z           -   3,632,149.480 (meters)                     COMP
 EC2877  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 EC2877  ELLIP HEIGHT-         228.97  (meters)          (03/27/03) GPS OBS
 EC2877  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EC2877
 EC2877  HORZ ORDER  -  FIRST
 EC2877  ELLP ORDER  -  FOURTH    CLASS II
 EC2877
 EC2877.The horizontal coordinates were established by GPS observations
 EC2877.and adjusted by the National Geodetic Survey in March 2003..
 EC2877
 EC2877.The orthometric height was determined by GPS observations and a
 EC2877.high-resolution geoid model.
 EC2877
 EC2877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2877
 EC2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2877
 EC2877.The ellipsoidal height was determined by GPS observations
 EC2877.and is referenced to NAD 83.
 EC2877
 EC2877.The geoid height was determined by GEOID03.
 EC2877
 EC2877;                    North         East     Units Scale Factor Converg.
 EC2877;SPC SC       -   344,500.813   518,293.040   MT  1.00003799   -0 33 14.6
 EC2877;SPC SC       - 1,130,252.01  1,700,436.48   iFT  1.00003799   -0 33 14.6
 EC2877;UTM  17      - 3,866,364.826   408,730.001   MT  0.99970267   -0 34 20.5
 EC2877
 EC2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2877!SPC SC       -   0.99996406  x   1.00003799  =   1.00000205
 EC2877!UTM  17      -   0.99996406  x   0.99970267  =   0.99966674
 EC2877
 EC2877                          SUPERSEDED SURVEY CONTROL
 EC2877
 EC2877  NAD 83(1995)-  34 56 08.40607(N)    081 59 57.84603(W) AD(       ) 1
 EC2877  ELLIP H (12/20/99)  228.99   (m)                       GP(       ) 4 1
 EC2877  NAD 83(1986)-  34 56 08.41758(N)    081 59 57.84875(W) AD(       ) 1
 EC2877
 EC2877.Superseded values are not recommended for survey control.
 EC2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2877.See file dsdata.txt to determine how the superseded data were derived.
 EC2877
 EC2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0873066365(NAD 83)
 EC2877_MARKER: DD = SURVEY DISK
 EC2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2877_SP_SET: CONCRETE POST
 EC2877_STAMPING: 42 432 1990
 EC2877_MARK LOGO: SCGS  
 EC2877_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2877+STABILITY: SURFACE MOTION
 EC2877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2877+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1990
 EC2877
 EC2877  HISTORY     - Date     Condition        Report By
 EC2877  HISTORY     - 1989     MONUMENTED       SCGS
 EC2877  HISTORY     - 19900508 GOOD
 EC2877
 EC2877                          STATION DESCRIPTION
 EC2877
 EC2877'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2877'STATION IS LOCATED 3.9 MILFS WEST SOUTHWEST OF SPARTANBURG.
 EC2877'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC2877'COLUMBIA, SC 29202, PHONE 803-737-1314.
 EC2877'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 29 AND
 EC2877'INTERSTATE 26 (3.75 MILES WEST SOUTHWEST OF SPARTANBURG), GO WEST ON
 EC2877'HIGHWAY 29 FOR 0.25 MILE TO THE STATION ON THE LEFT NEAR THE ENTRANCE
 EC2877'OF THE FRONTAGE ROAD (NOW BARRICADED).
 EC2877'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC2877'HIGHWAY, 52.3 FEET SOUTH OF THE CENTER OF THE NORTHBOUND LANES OF THE
 EC2877'HIGHWAY, 51.0 FEET EAST OF THE CENTER OF THE FRONTAGE ROAD, 146.2
 EC2877'FEET WEST OF A POWER POLE WITH GUY WIRE, 7.3 FEET NORTH OF A FENCE
 EC2877'LINE, 11.0 FEET SOUTHEAST OF THE CENTER OF A BELL SYSTEM MANHOLE
 EC2877'COVER, 11.0 FEET NORTHWEST OF A WITNESS POST.
 EC2877'DESCRIBED BY B.J. MORGAN.
 EC2877
 EC2877                          STATION RECOVERY (1990)
 EC2877
 EC2877'RECOVERED 1990
 EC2877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3588 ***********************************************************************
 ED3588  DESIGNATION -  42 433
 ED3588  PID         -  ED3588
 ED3588  STATE/COUNTY-  SC/SPARTANBURG
 ED3588  USGS QUAD   -  WELLFORD (1983)
 ED3588
 ED3588                         *CURRENT SURVEY CONTROL
 ED3588  ___________________________________________________________________
 ED3588* NAD 83(2001)-  34 56 18.17631(N)    082 02 02.33010(W)     ADJUSTED  
 ED3588* NAVD 88     -       247.9    (meters)     813.     (feet)  GPS OBS   
 ED3588  ___________________________________________________________________
 ED3588  X           -     725,430.323 (meters)                     COMP
 ED3588  Y           -  -5,184,011.376 (meters)                     COMP
 ED3588  Z           -   3,632,389.204 (meters)                     COMP
 ED3588  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ED3588  ELLIP HEIGHT-         216.55  (meters)          (03/27/03) GPS OBS
 ED3588  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 ED3588
 ED3588  HORZ ORDER  -  FIRST
 ED3588  ELLP ORDER  -  FOURTH    CLASS II
 ED3588
 ED3588.The horizontal coordinates were established by GPS observations
 ED3588.and adjusted by the National Geodetic Survey in March 2003..
 ED3588
 ED3588.The orthometric height was determined by GPS observations and a
 ED3588.high-resolution geoid model.
 ED3588
 ED3588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3588
 ED3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3588
 ED3588.The ellipsoidal height was determined by GPS observations
 ED3588.and is referenced to NAD 83.
 ED3588
 ED3588.The geoid height was determined by GEOID03.
 ED3588
 ED3588;                    North         East     Units Scale Factor Converg.
 ED3588;SPC SC       -   344,832.978   515,136.990   MT  1.00003904   -0 34 23.7
 ED3588;SPC SC       - 1,131,341.79  1,690,081.99   iFT  1.00003904   -0 34 23.7
 ED3588;UTM  17      - 3,866,697.907   405,575.107   MT  0.99970989   -0 35 31.9
 ED3588
 ED3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3588!SPC SC       -   0.99996601  x   1.00003904  =   1.00000505
 ED3588!UTM  17      -   0.99996601  x   0.99970989  =   0.99967591
 ED3588
 ED3588                          SUPERSEDED SURVEY CONTROL
 ED3588
 ED3588  NAD 83(1995)-  34 56 18.17649(N)    082 02 02.32914(W) AD(       ) 1
 ED3588  ELLIP H (12/20/99)  216.56   (m)                       GP(       ) 4 1
 ED3588  NAD 83(1986)-  34 56 18.18742(N)    082 02 02.33225(W) AD(       ) 1
 ED3588
 ED3588.Superseded values are not recommended for survey control.
 ED3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3588.See file dsdata.txt to determine how the superseded data were derived.
 ED3588
 ED3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0557566698(NAD 83)
 ED3588_MARKER: DD = SURVEY DISK
 ED3588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3588_SP_SET: CONCRETE POST
 ED3588_STAMPING: 42 433 1989
 ED3588_MARK LOGO: SCGS  
 ED3588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3588+STABILITY: SURFACE MOTION
 ED3588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3588+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 ED3588
 ED3588  HISTORY     - Date     Condition        Report By
 ED3588  HISTORY     - 1989     MONUMENTED       SCGS
 ED3588  HISTORY     - 19900606 GOOD
 ED3588
 ED3588                          STATION DESCRIPTION
 ED3588
 ED3588'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3588'STATION IS LOCATED 5.8 MILFS WEST SOUTHWEST OF SPARTANBURG.
 ED3588'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3588'COLUMBIA, SC 29202, PHONE 803-737-1314.
 ED3588'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 AND
 ED3588'U.S. HIGHWAY 29 (3.7 MILES WEST SOUTHWEST OF SPARTANBURG), GO WEST ON
 ED3588'HIGHWAY 29 FOR 2.4 MILES TO THE JUNCTION OF STATE ROAD 78 AND REEVES
 ED3588'STREET AND THE STATION NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF
 ED3588'REEVES STREET.
 ED3588'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE
 ED3588'THE HIGHWAY, 91.8 FEET SOUTHEAST OF THE CENTER OF REEVES STREET, 40.7
 ED3588'FEET SOUTH SOUTHWEST OF THF CENTER OF THE NORTHBOUND LANES OF THE
 ED3588'HIGHWAY, 51.8 FEET WEST OF A CONCRETE TELEPHONE WARNING SIGN MARKER,
 ED3588'10.7 FEET NORTH NORTHEAST OF THE POWER POLE NUMBER 044635/109094 WITH
 ED3588'A SCGS REFERENCE WASHER ATTACHED, 125.5 FEET EAST NORTHEAST OF THE
 ED3588'NORTH LEG OF A BILLBOARD SIGN, 3.0 FEET NORTHEAST OF A WITNESS POST.
 ED3588'DESCRIBED BY J.R. WERNER.
 ED3588
 ED3588                          STATION RECOVERY (1990)
 ED3588
 ED3588'RECOVERED 1990
 ED3588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3589 ***********************************************************************
 ED3589  DESIGNATION -  42 434
 ED3589  PID         -  ED3589
 ED3589  STATE/COUNTY-  SC/SPARTANBURG
 ED3589  USGS QUAD   -  WELLFORD (1983)
 ED3589
 ED3589                         *CURRENT SURVEY CONTROL
 ED3589  ___________________________________________________________________
 ED3589* NAD 83(2001)-  34 55 07.11133(N)    082 02 41.30540(W)     ADJUSTED  
 ED3589* NAVD 88     -       238.2    (meters)     781.     (feet)  GPS OBS   
 ED3589  ___________________________________________________________________
 ED3589  X           -     724,623.188 (meters)                     COMP
 ED3589  Y           -  -5,185,382.310 (meters)                     COMP
 ED3589  Z           -   3,630,588.088 (meters)                     COMP
 ED3589  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 ED3589  ELLIP HEIGHT-         206.82  (meters)          (03/27/03) GPS OBS
 ED3589  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 ED3589
 ED3589  HORZ ORDER  -  FIRST
 ED3589  ELLP ORDER  -  FOURTH    CLASS II
 ED3589
 ED3589.The horizontal coordinates were established by GPS observations
 ED3589.and adjusted by the National Geodetic Survey in March 2003..
 ED3589
 ED3589.The orthometric height was determined by GPS observations and a
 ED3589.high-resolution geoid model.
 ED3589
 ED3589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3589
 ED3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3589
 ED3589.The ellipsoidal height was determined by GPS observations
 ED3589.and is referenced to NAD 83.
 ED3589
 ED3589.The geoid height was determined by GEOID03.
 ED3589
 ED3589;                    North         East     Units Scale Factor Converg.
 ED3589;SPC SC       -   342,652.989   514,125.792   MT  1.00003144   -0 34 45.3
 ED3589;SPC SC       - 1,124,189.60  1,686,764.41   iFT  1.00003144   -0 34 45.3
 ED3589;UTM  17      - 3,864,518.958   404,563.518   MT  0.99971225   -0 35 53.2
 ED3589
 ED3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3589!SPC SC       -   0.99996754  x   1.00003144  =   0.99999898
 ED3589!UTM  17      -   0.99996754  x   0.99971225  =   0.99967980
 ED3589
 ED3589                          SUPERSEDED SURVEY CONTROL
 ED3589
 ED3589  NAD 83(1995)-  34 55 07.11150(N)    082 02 41.30450(W) AD(       ) 1
 ED3589  ELLIP H (12/20/99)  206.84   (m)                       GP(       ) 4 1
 ED3589  NAD 83(1986)-  34 55 07.12253(N)    082 02 41.30740(W) AD(       ) 1
 ED3589
 ED3589.Superseded values are not recommended for survey control.
 ED3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3589.See file dsdata.txt to determine how the superseded data were derived.
 ED3589
 ED3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0456464519(NAD 83)
 ED3589_MARKER: DD = SURVEY DISK
 ED3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3589_SP_SET: CONCRETE POST
 ED3589_STAMPING: 42 434 1989
 ED3589_MARK LOGO: SCGS  
 ED3589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3589+STABILITY: SURFACE MOTION
 ED3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3589+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 ED3589
 ED3589  HISTORY     - Date     Condition        Report By
 ED3589  HISTORY     - 1989     MONUMENTED       SCGS
 ED3589  HISTORY     - 19900606 GOOD
 ED3589
 ED3589                          STATION DESCRIPTION
 ED3589
 ED3589'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3589'STATION IS LOCATED 4.2 MILFS SOUTHEAST OF WELLFORD AND 3.3 MILES
 ED3589'SOUTHWEST OF FAIRFOREST.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3589'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3589'803-737-1314.
 ED3589'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 417
 ED3589'(SIMPSONVILLE ROAD) AND 296 (RIEDVILLE ROAD), 4.0 MILES NORTHEAST OF
 ED3589'REIDVILLE, GO NORTHEAST ON HIGHWAY 296 FOR 1.05 MILES TO THE JUNCTION
 ED3589'OF STATE ROAD 430 (NAZARETH CHURCH ROAD), CONTINUE ON HIGHWAY 296 FOR
 ED3589'0.4 MILE TO THE JUNCTION OF FREY ROAD, TURN LEFT ON FREY ROAD FOR
 ED3589'1.45 MILES TO THE STATION ON THE LEFT IN THE SOUTH ANGLE OF THE
 ED3589'JUNCTION OF WHITENER COURT.
 ED3589'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 ED3589'FREY ROAD, 85.6 FEET NORTHWEST OF THE CENTER OF A PAVED DRIVEWAY TO A
 ED3589'BRICK HOUSE, 94.0 FEET NORTH NORTHEAST OF A POWER POLE WITH A
 ED3589'TRANSFORMER, 32.0 FEET SOUTHWEST OF THE CENTER OF FREY ROAD, 13.8
 ED3589'FEET EAST SOUTHEAST OF THE CENTER OF WHITENER COURT, 9.8 FEET WEST
 ED3589'SOUTHWEST OF A TELEPHONE JUNCTION BOX, 12.9 FEET SOUTHWEST OF A
 ED3589'WITNESS POST.
 ED3589'DESCRIBED BY J.R. WERNER.
 ED3589
 ED3589                          STATION RECOVERY (1990)
 ED3589
 ED3589'RECOVERED 1990
 ED3589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3590 ***********************************************************************
 ED3590  DESIGNATION -  42 435
 ED3590  PID         -  ED3590
 ED3590  STATE/COUNTY-  SC/SPARTANBURG
 ED3590  USGS QUAD   -  WELLFORD (1983)
 ED3590
 ED3590                         *CURRENT SURVEY CONTROL
 ED3590  ___________________________________________________________________
 ED3590* NAD 83(2001)-  34 56 39.23281(N)    082 05 32.75052(W)     ADJUSTED  
 ED3590* NAVD 88     -       256.2    (meters)     841.     (feet)  GPS OBS   
 ED3590  ___________________________________________________________________
 ED3590  X           -     720,091.287 (meters)                     COMP
 ED3590  Y           -  -5,184,387.261 (meters)                     COMP
 ED3590  Z           -   3,632,925.838 (meters)                     COMP
 ED3590  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 ED3590  ELLIP HEIGHT-         224.75  (meters)          (03/27/03) GPS OBS
 ED3590  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 ED3590
 ED3590  HORZ ORDER  -  FIRST
 ED3590  ELLP ORDER  -  FOURTH    CLASS II
 ED3590
 ED3590.The horizontal coordinates were established by GPS observations
 ED3590.and adjusted by the National Geodetic Survey in March 2003..
 ED3590
 ED3590.The orthometric height was determined by GPS observations and a
 ED3590.high-resolution geoid model.
 ED3590
 ED3590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3590
 ED3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3590
 ED3590.The ellipsoidal height was determined by GPS observations
 ED3590.and is referenced to NAD 83.
 ED3590
 ED3590.The geoid height was determined by GEOID03.
 ED3590
 ED3590;                    North         East     Units Scale Factor Converg.
 ED3590;SPC SC       -   345,536.791   509,804.122   MT  1.00004131   -0 36 20.3
 ED3590;SPC SC       - 1,133,650.89  1,672,585.70   iFT  1.00004131   -0 36 20.3
 ED3590;UTM  17      - 3,867,403.310   400,244.208   MT  0.99972264   -0 37 32.8
 ED3590
 ED3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3590!SPC SC       -   0.99996472  x   1.00004131  =   1.00000603
 ED3590!UTM  17      -   0.99996472  x   0.99972264  =   0.99968737
 ED3590
 ED3590                          SUPERSEDED SURVEY CONTROL
 ED3590
 ED3590  NAD 83(1995)-  34 56 39.23304(N)    082 05 32.74949(W) AD(       ) 1
 ED3590  ELLIP H (12/20/99)  224.76   (m)                       GP(       ) 4 1
 ED3590  NAD 83(1986)-  34 56 39.24358(N)    082 05 32.75299(W) AD(       ) 1
 ED3590
 ED3590.Superseded values are not recommended for survey control.
 ED3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3590.See file dsdata.txt to determine how the superseded data were derived.
 ED3590
 ED3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0024467403(NAD 83)
 ED3590_MARKER: DD = SURVEY DISK
 ED3590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3590_SP_SET: CONCRETE POST
 ED3590_STAMPING: 42 435 1989
 ED3590_MARK LOGO: SCGS  
 ED3590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3590+STABILITY: SURFACE MOTION
 ED3590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3590+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1990
 ED3590
 ED3590  HISTORY     - Date     Condition        Report By
 ED3590  HISTORY     - 1989     MONUMENTED       SCGS
 ED3590  HISTORY     - 19900607 GOOD
 ED3590
 ED3590                          STATION DESCRIPTION
 ED3590
 ED3590'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3590'STATION IS LOCATED 1.0 MILF
 ED3590'SOUTHEASTOFWELLFORD.OWNERSHIP--CAROLINATRADE ZONE, WELLFORD, SC
 ED3590'29385, PHONE 803-439-0261.
 ED3590'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND
 ED3590'U.S. HIGHWAY 29 (1.9 MILES SOUTHEAST OF WELLFORD), GO NORTHWEST ON
 ED3590'HIGHWAY 29 FOR 1.1 MILES TO THE JUNCTION OF STATE ROAD 63 (TUCAPAU
 ED3590'ROAD), TURN LEFT ON ROAD 63 FOR 0.1 MILE TO THE STATION ON THE LEFT
 ED3590'NEAR A POWER LINE STUB POLF.
 ED3590'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET ABOVE
 ED3590'THE ROAD, 62.8 FEET NORTH NORTHEAST OF A FIRE HYDRANT, 48.5 FEET
 ED3590'NORTHWEST OF A CHAIN LINK FENCE, 71.5 FEET SOUTHEAST OF THE CENTER OF
 ED3590'THE ROAD, 128.2 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 ED3590'21.9 FEET NORTH NORTHEAST OF THE STUB POLE, 2.1 FEET EAST OF A
 ED3590'WITNESS POST.
 ED3590'DESCRIBED BY J.R. WERNER.
 ED3590
 ED3590                          STATION RECOVERY (1990)
 ED3590
 ED3590'RECOVERED 1990
 ED3590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3591 ***********************************************************************
 ED3591  DESIGNATION -  42 436
 ED3591  PID         -  ED3591
 ED3591  STATE/COUNTY-  SC/SPARTANBURG
 ED3591  USGS QUAD   -  GREER (1983)
 ED3591
 ED3591                         *CURRENT SURVEY CONTROL
 ED3591  ___________________________________________________________________
 ED3591* NAD 83(2001)-  34 53 45.03319(N)    082 07 36.75558(W)     ADJUSTED  
 ED3591* NAVD 88     -       255.5    (meters)     838.     (feet)  GPS OBS   
 ED3591  ___________________________________________________________________
 ED3591  X           -     717,395.217 (meters)                     COMP
 ED3591  Y           -  -5,187,862.846 (meters)                     COMP
 ED3591  Z           -   3,628,523.679 (meters)                     COMP
 ED3591  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 ED3591  ELLIP HEIGHT-         224.17  (meters)          (03/27/03) GPS OBS
 ED3591  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 ED3591
 ED3591  HORZ ORDER  -  FIRST
 ED3591  ELLP ORDER  -  FOURTH    CLASS II
 ED3591
 ED3591.The horizontal coordinates were established by GPS observations
 ED3591.and adjusted by the National Geodetic Survey in March 2003..
 ED3591
 ED3591.The orthometric height was determined by GPS observations and a
 ED3591.high-resolution geoid model.
 ED3591
 ED3591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3591
 ED3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3591
 ED3591.The ellipsoidal height was determined by GPS observations
 ED3591.and is referenced to NAD 83.
 ED3591
 ED3591.The geoid height was determined by GEOID03.
 ED3591
 ED3591;                    North         East     Units Scale Factor Converg.
 ED3591;SPC SC       -   340,202.517   506,599.009   MT  1.00002282   -0 37 29.1
 ED3591;SPC SC       - 1,116,149.99  1,662,070.24   iFT  1.00002282   -0 37 29.1
 ED3591;UTM  17      - 3,862,071.787   397,038.206   MT  0.99973066   -0 38 41.0
 ED3591
 ED3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3591!SPC SC       -   0.99996481  x   1.00002282  =   0.99998763
 ED3591!UTM  17      -   0.99996481  x   0.99973066  =   0.99969548
 ED3591
 ED3591                          SUPERSEDED SURVEY CONTROL
 ED3591
 ED3591  NAD 83(1995)-  34 53 45.03339(N)    082 07 36.75444(W) AD(       ) 1
 ED3591  ELLIP H (12/20/99)  224.18   (m)                       GP(       ) 4 1
 ED3591  NAD 83(1986)-  34 53 45.04403(N)    082 07 36.75765(W) AD(       ) 1
 ED3591
 ED3591.Superseded values are not recommended for survey control.
 ED3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3591.See file dsdata.txt to determine how the superseded data were derived.
 ED3591
 ED3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9703862072(NAD 83)
 ED3591_MARKER: DD = SURVEY DISK
 ED3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3591_SP_SET: CONCRETE POST
 ED3591_STAMPING: 42 436 1989
 ED3591_MARK LOGO: SCGS  
 ED3591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3591+STABILITY: SURFACE MOTION
 ED3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3591+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1990
 ED3591
 ED3591  HISTORY     - Date     Condition        Report By
 ED3591  HISTORY     - 1989     MONUMENTED       SCGS
 ED3591  HISTORY     - 19900607 GOOD
 ED3591
 ED3591                          STATION DESCRIPTION
 ED3591
 ED3591'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3591'STATION IS LOCATED 2.45 MILES
 ED3591'NORTHNORTHWESTOFREIDVILLE.OWNERSHIP--MITTIE F. BROCKMAN, 118 PENARTH
 ED3591'ROAD, SPARTANBURG, SC 29301.
 ED3591'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 290
 ED3591'AND INTERSTATE 85 (3.4 MILFS NORTH NORTHEAST OF REIDVILLE), GO
 ED3591'SOUTHEAST ON HIGHWAY 290 FOR 0.05 MILE TO THE JUNCTION OF STATE ROAD
 ED3591'63 (ROGERS BRIDGE ROAD), TURN RIGHT ON ROAD 63 FOR 1.85 MILES TO THE
 ED3591'JUNCTION OF STATE ROAD 83 (EAST VICTOR HILL ROAD), TURN LEFT ON ROAD
 ED3591'83 FOR 0.05 MILE TO THE JUNCTION OF A GRASSY ROAD (RARELY TRAVELED),
 ED3591'TURN RIGHT ON THE GRASSY ROAD FOR 0.05 MILE TO THE STATION ON THE
 ED3591'RIGHT AT THE EDGE OF THE ROAD.
 ED3591'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3591'ROAD, 106.7 FEET SOUTH SOUTHWEST OF A POWER POLE WITH METER, 3.5 FEET
 ED3591'WEST OF THE CENTER OF THE ROAD, 41.3 FEET NORTH OF A FENCE POST WITH
 ED3591'A SCGS REFERENCE WASHER ATTACHED, 2.2 FEET EAST OF A WITNESS POST.
 ED3591'DESCRIBED BY J.R. WERNER.
 ED3591
 ED3591                          STATION RECOVERY (1990)
 ED3591
 ED3591'RECOVERED 1990
 ED3591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3592 ***********************************************************************
 ED3592  DESIGNATION -  42 437
 ED3592  PID         -  ED3592
 ED3592  STATE/COUNTY-  SC/SPARTANBURG
 ED3592  USGS QUAD   -  PELHAM (1983)
 ED3592
 ED3592                         *CURRENT SURVEY CONTROL
 ED3592  ___________________________________________________________________
 ED3592* NAD 83(2001)-  34 52 28.21672(N)    082 11 57.36997(W)     ADJUSTED  
 ED3592* NAVD 88     -       282.2    (meters)     926.     (feet)  GPS OBS   
 ED3592  ___________________________________________________________________
 ED3592  X           -     711,026.562 (meters)                     COMP
 ED3592  Y           -  -5,190,128.310 (meters)                     COMP
 ED3592  Z           -   3,626,597.125 (meters)                     COMP
 ED3592  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ED3592  ELLIP HEIGHT-         250.97  (meters)          (03/27/03) GPS OBS
 ED3592  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 ED3592
 ED3592  HORZ ORDER  -  FIRST
 ED3592  ELLP ORDER  -  FOURTH    CLASS II
 ED3592
 ED3592.The horizontal coordinates were established by GPS observations
 ED3592.and adjusted by the National Geodetic Survey in March 2003..
 ED3592
 ED3592.The orthometric height was determined by GPS observations and a
 ED3592.high-resolution geoid model.
 ED3592
 ED3592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3592
 ED3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3592
 ED3592.The ellipsoidal height was determined by GPS observations
 ED3592.and is referenced to NAD 83.
 ED3592
 ED3592.The geoid height was determined by GEOID03.
 ED3592
 ED3592;                    North         East     Units Scale Factor Converg.
 ED3592;SPC SC       -   337,909.904   499,954.830   MT  1.00001489   -0 39 53.5
 ED3592;SPC SC       - 1,108,628.29  1,640,271.75   iFT  1.00001489   -0 39 53.5
 ED3592;UTM  17      - 3,859,782.187   390,395.067   MT  0.99974806   -0 41 08.8
 ED3592
 ED3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3592!SPC SC       -   0.99996061  x   1.00001489  =   0.99997550
 ED3592!UTM  17      -   0.99996061  x   0.99974806  =   0.99970868
 ED3592
 ED3592                          SUPERSEDED SURVEY CONTROL
 ED3592
 ED3592  NAD 83(1995)-  34 52 28.21715(N)    082 11 57.36859(W) AD(       ) 1
 ED3592  ELLIP H (12/20/99)  250.97   (m)                       GP(       ) 4 1
 ED3592  NAD 83(1986)-  34 52 28.22717(N)    082 11 57.37126(W) AD(       ) 1
 ED3592
 ED3592.Superseded values are not recommended for survey control.
 ED3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3592.See file dsdata.txt to determine how the superseded data were derived.
 ED3592
 ED3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9039559782(NAD 83)
 ED3592_MARKER: DD = SURVEY DISK
 ED3592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3592_SP_SET: CONCRETE POST
 ED3592_STAMPING: 42 437 1989
 ED3592_MARK LOGO: SCGS  
 ED3592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3592+STABILITY: SURFACE MOTION
 ED3592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED3592+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2000
 ED3592
 ED3592  HISTORY     - Date     Condition        Report By
 ED3592  HISTORY     - 1989     MONUMENTED       SCGS
 ED3592  HISTORY     - 19900607 GOOD
 ED3592  HISTORY     - 20000905 MARK NOT FOUND   SCGS
 ED3592
 ED3592                          STATION DESCRIPTION
 ED3592
 ED3592'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3592'STATION IS LOCATED 2.25 MILES NORTHEAST OF PELHAM. OWNERSHIP--SCDHPT,
 ED3592'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3592'803-737-1314.
 ED3592'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 14
 ED3592'AND INTERSTATE 85 (0.95 MILE NORTH OF PELHAM), GO SOUTH ON HIGHWAY 14
 ED3592'FOR 1.25 MILES TO THE JUNCTION OF STATE ROAD 63 (ANBER CREEK ROAD)AND
 ED3592'DOWNTOWN PELHAM, TURN LEFT ON ROAD 63 FOR 2.3 MILES TO THE STATION ON
 ED3592'THE LEFT IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 12
 ED3592'(BROCKMON-MCCLIMON ROAD).
 ED3592'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 ED3592'ROAD 63, 115.9 FEET NORTHEAST OF THE NORTH CORNER OF A CONCRETE BLOCK
 ED3592'BUILDING IN THE SOUTHWEST ANGLE OF THE JUNCTION, 32.0 FEET WEST
 ED3592'NORTHWEST OF THE CENTER OF ROAD 12, 39.8 FEET NORTH OF THE CENTER OF
 ED3592'ROAD 63, 2.0 FEET SOUTHEAST OF A WITNESS POST.
 ED3592'DESCRIBED BY J.R. WERNER.
 ED3592
 ED3592                          STATION RECOVERY (1990)
 ED3592
 ED3592'RECOVERED 1990
 ED3592'RECOVERED IN GOOD CONDITION.
 ED3592
 ED3592                          STATION RECOVERY (2000)
 ED3592
 ED3592'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED3592'NOT RECOVERED, A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING REAL
 ED3592'TIME GPS CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION
 ED3592'WITH NO RESULTS, PRESUMED DESTROYED, AREA HAS BEEN GRADED AND COVERED
 ED3592'WITH BROKEN ASPHALT.  RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3593 ***********************************************************************
 ED3593  DESIGNATION -  42 438
 ED3593  PID         -  ED3593
 ED3593  STATE/COUNTY-  SC/SPARTANBURG
 ED3593  USGS QUAD   -  GREER (1983)
 ED3593
 ED3593                         *CURRENT SURVEY CONTROL
 ED3593  ___________________________________________________________________
 ED3593* NAD 83(2001)-  34 55 51.87777(N)    082 07 36.12497(W)     ADJUSTED  
 ED3593* NAVD 88     -       265.2    (meters)     870.     (feet)  GPS OBS   
 ED3593  ___________________________________________________________________
 ED3593  X           -     717,105.688 (meters)                     COMP
 ED3593  Y           -  -5,185,652.267 (meters)                     COMP
 ED3593  Z           -   3,631,734.660 (meters)                     COMP
 ED3593  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 ED3593  ELLIP HEIGHT-         233.79  (meters)          (03/27/03) GPS OBS
 ED3593  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 ED3593
 ED3593  HORZ ORDER  -  FIRST
 ED3593  ELLP ORDER  -  FOURTH    CLASS II
 ED3593
 ED3593.The horizontal coordinates were established by GPS observations
 ED3593.and adjusted by the National Geodetic Survey in March 2003..
 ED3593
 ED3593.The orthometric height was determined by GPS observations and a
 ED3593.high-resolution geoid model.
 ED3593
 ED3593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3593
 ED3593.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3593
 ED3593.The ellipsoidal height was determined by GPS observations
 ED3593.and is referenced to NAD 83.
 ED3593
 ED3593.The geoid height was determined by GEOID03.
 ED3593
 ED3593;                    North         East     Units Scale Factor Converg.
 ED3593;SPC SC       -   344,111.117   506,657.635   MT  1.00003621   -0 37 28.7
 ED3593;SPC SC       - 1,128,973.48  1,662,262.58   iFT  1.00003621   -0 37 28.7
 ED3593;UTM  17      - 3,865,979.198   397,098.196   MT  0.99973050   -0 38 42.7
 ED3593
 ED3593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3593!SPC SC       -   0.99996330  x   1.00003621  =   0.99999951
 ED3593!UTM  17      -   0.99996330  x   0.99973050  =   0.99969381
 ED3593
 ED3593                          SUPERSEDED SURVEY CONTROL
 ED3593
 ED3593  NAD 83(1995)-  34 55 51.87803(N)    082 07 36.12366(W) AD(       ) 1
 ED3593  ELLIP H (12/20/99)  233.80   (m)                       GP(       ) 4 1
 ED3593  NAD 83(1986)-  34 55 51.88847(N)    082 07 36.12692(W) AD(       ) 1
 ED3593
 ED3593.Superseded values are not recommended for survey control.
 ED3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3593.See file dsdata.txt to determine how the superseded data were derived.
 ED3593
 ED3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9709865979(NAD 83)
 ED3593_MARKER: DD = SURVEY DISK
 ED3593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3593_SP_SET: CONCRETE POST
 ED3593_STAMPING: 42 438 1989
 ED3593_MARK LOGO: SCGS  
 ED3593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3593+STABILITY: SURFACE MOTION
 ED3593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3593+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1990
 ED3593
 ED3593  HISTORY     - Date     Condition        Report By
 ED3593  HISTORY     - 1989     MONUMENTED       SCGS
 ED3593  HISTORY     - 19900612 GOOD
 ED3593
 ED3593                          STATION DESCRIPTION
 ED3593
 ED3593'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3593'STATION IS LOCATED IN DUNCAN.  OWNERSHIP--DUNCAN ELEMENTARY SCHOOL,
 ED3593'HIGHWAY 290 EAST MAIN STREFT, DUNCAN, SC 29334, PHONE 803-439-6326.
 ED3593'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 292 AND 290
 ED3593'IN DUNCAN, GO SOUTHEAST ON HIGHWAY 290 FOR 1.3 MILES TO THE STATION
 ED3593'ON THE RIGHT NEAR A BRICK SIGN (DUNCAN ELEMENTARY SCHOOL) AND IN THE
 ED3593'WEST ANGLE OF THE JUNCTION OF STATE ROAD 242 (DANZIER ROAD).
 ED3593'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3593'HIGHWAY, 80.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CURBING OF
 ED3593'THE HIGHWAY, 110.4 FEET NORTHWEST OF THE CENTER OF ROAD, 24.3 FEET
 ED3593'NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTH BRICK PILLAR
 ED3593'SUPPORTING THE SIGN, 87.0 WEST OF A POWER POLE WITH A STREET LIGHT.
 ED3593'DESCRIBED BY J.R. WERNER.
 ED3593
 ED3593                          STATION RECOVERY (1990)
 ED3593
 ED3593'RECOVERED 1990
 ED3593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3594 ***********************************************************************
 ED3594  DESIGNATION -  42 440
 ED3594  PID         -  ED3594
 ED3594  STATE/COUNTY-  SC/SPARTANBURG
 ED3594  USGS QUAD   -  GREER (1983)
 ED3594
 ED3594                         *CURRENT SURVEY CONTROL
 ED3594  ___________________________________________________________________
 ED3594* NAD 83(2001)-  34 58 31.52962(N)    082 09 31.06562(W)     ADJUSTED  
 ED3594* NAVD 88     -       287.4    (meters)     943.     (feet)  GPS OBS   
 ED3594  ___________________________________________________________________
 ED3594  X           -     713,833.795 (meters)                     COMP
 ED3594  Y           -  -5,183,276.661 (meters)                     COMP
 ED3594  Z           -   3,635,779.990 (meters)                     COMP
 ED3594  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ED3594  ELLIP HEIGHT-         255.97  (meters)          (03/27/03) GPS OBS
 ED3594  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 ED3594
 ED3594  HORZ ORDER  -  FIRST
 ED3594  ELLP ORDER  -  FOURTH    CLASS II
 ED3594
 ED3594.The horizontal coordinates were established by GPS observations
 ED3594.and adjusted by the National Geodetic Survey in March 2003..
 ED3594
 ED3594.The orthometric height was determined by GPS observations and a
 ED3594.high-resolution geoid model.
 ED3594
 ED3594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3594
 ED3594.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3594
 ED3594.The ellipsoidal height was determined by GPS observations
 ED3594.and is referenced to NAD 83.
 ED3594
 ED3594.The geoid height was determined by GEOID03.
 ED3594
 ED3594;                    North         East     Units Scale Factor Converg.
 ED3594;SPC SC       -   349,063.207   503,795.779   MT  1.00005361   -0 38 32.4
 ED3594;SPC SC       - 1,145,220.50  1,652,873.29   iFT  1.00005361   -0 38 32.4
 ED3594;UTM  17      - 3,870,930.808   394,239.063   MT  0.99973785   -0 39 51.2
 ED3594
 ED3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3594!SPC SC       -   0.99995982  x   1.00005361  =   1.00001343
 ED3594!UTM  17      -   0.99995982  x   0.99973785  =   0.99969768
 ED3594
 ED3594                          SUPERSEDED SURVEY CONTROL
 ED3594
 ED3594  NAD 83(1995)-  34 58 31.53013(N)    082 09 31.06380(W) AD(       ) 1
 ED3594  ELLIP H (12/20/99)  256.01   (m)                       GP(       ) 4 1
 ED3594  NAD 83(1986)-  34 58 31.53996(N)    082 09 31.06742(W) AD(       ) 1
 ED3594
 ED3594.Superseded values are not recommended for survey control.
 ED3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3594.See file dsdata.txt to determine how the superseded data were derived.
 ED3594
 ED3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9423970931(NAD 83)
 ED3594_MARKER: DD = SURVEY DISK
 ED3594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3594_SP_SET: CONCRETE POST
 ED3594_STAMPING: 42 440 1989
 ED3594_MARK LOGO: SCGS  
 ED3594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3594+STABILITY: SURFACE MOTION
 ED3594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3594+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1990
 ED3594
 ED3594  HISTORY     - Date     Condition        Report By
 ED3594  HISTORY     - 1989     MONUMENTED       SCGS
 ED3594  HISTORY     - 19900613 GOOD
 ED3594
 ED3594                          STATION DESCRIPTION
 ED3594
 ED3594'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3594'STATION IS LOCATED 2.25 MILES NORTHWEST OF LYMAN.  OWNERSHIP--SCDHPT,
 ED3594'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3594'803-737-1314.
 ED3594'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 129 AND 358
 ED3594'IN LYMAN, GO NORTHWEST ON HIGHWAY 358 FOR 2.4 MILES TO THE STATION ON
 ED3594'THE RIGHT IN THE EAST ANGLF OF THE JUNCTION OF HAMPTON ROAD 1-789,
 ED3594'1.15 MILES SOUTHEAST OF THF JUNCTION OF STATE HIGHWAY 357.
 ED3594'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3594'HIGHWAY, 124.1 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK
 ED3594'HOUSE, 32.8 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 24.6 FEET
 ED3594'SOUTHEAST OF THE CENTER OF THE ROAD, 2.7 FEET EAST NORTHEAST OF A 4
 ED3594'BY 4 INCH 4-FOOT HIGH CONCRETE POST, 109.6 FEET NORTH NORTHWEST OF A
 ED3594'FIRE HYDRANT, 1.3 FEET NORTHWEST OF A 1-FOOT HIGH BRICK SEMICIRCLE
 ED3594'PROTECTING A SIGN FOR A DAY CARE, 2.8 FEET EAST NORTHEAST OF A
 ED3594'WITNESS POST.
 ED3594'DESCRIBED BY J.R. WERNER.
 ED3594
 ED3594                          STATION RECOVERY (1990)
 ED3594
 ED3594'RECOVERED 1990
 ED3594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3595 ***********************************************************************
 ED3595  DESIGNATION -  42 441
 ED3595  PID         -  ED3595
 ED3595  STATE/COUNTY-  SC/SPARTANBURG
 ED3595  USGS QUAD   -  WELLFORD (1983)
 ED3595
 ED3595                         *CURRENT SURVEY CONTROL
 ED3595  ___________________________________________________________________
 ED3595* NAD 83(2001)-  34 59 52.19463(N)    082 07 16.87382(W)     ADJUSTED  
 ED3595* NAVD 88     -       273.8    (meters)     898.     (feet)  GPS OBS   
 ED3595  ___________________________________________________________________
 ED3595  X           -     717,008.859 (meters)                     COMP
 ED3595  Y           -  -5,181,388.123 (meters)                     COMP
 ED3595  Z           -   3,637,808.841 (meters)                     COMP
 ED3595  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ED3595  ELLIP HEIGHT-         242.30  (meters)          (03/27/03) GPS OBS
 ED3595  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 ED3595
 ED3595  HORZ ORDER  -  FIRST
 ED3595  ELLP ORDER  -  FOURTH    CLASS II
 ED3595
 ED3595.The horizontal coordinates were established by GPS observations
 ED3595.and adjusted by the National Geodetic Survey in March 2003..
 ED3595
 ED3595.The orthometric height was determined by GPS observations and a
 ED3595.high-resolution geoid model.
 ED3595
 ED3595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3595
 ED3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3595
 ED3595.The ellipsoidal height was determined by GPS observations
 ED3595.and is referenced to NAD 83.
 ED3595
 ED3595.The geoid height was determined by GEOID03.
 ED3595
 ED3595;                    North         East     Units Scale Factor Converg.
 ED3595;SPC SC       -   351,511.491   507,226.557   MT  1.00006264   -0 37 18.0
 ED3595;SPC SC       - 1,153,252.92  1,664,129.12   iFT  1.00006264   -0 37 18.0
 ED3595;UTM  17      - 3,873,376.998   397,669.654   MT  0.99972906   -0 38 35.5
 ED3595
 ED3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3595!SPC SC       -   0.99996197  x   1.00006264  =   1.00002461
 ED3595!UTM  17      -   0.99996197  x   0.99972906  =   0.99969104
 ED3595
 ED3595                          SUPERSEDED SURVEY CONTROL
 ED3595
 ED3595  NAD 83(1995)-  34 59 52.19502(N)    082 07 16.87251(W) AD(       ) 1
 ED3595  ELLIP H (12/20/99)  242.32   (m)                       GP(       ) 4 1
 ED3595  NAD 83(1986)-  34 59 52.20534(N)    082 07 16.87620(W) AD(       ) 1
 ED3595
 ED3595.Superseded values are not recommended for survey control.
 ED3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3595.See file dsdata.txt to determine how the superseded data were derived.
 ED3595
 ED3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9767073377(NAD 83)
 ED3595_MARKER: DD = SURVEY DISK
 ED3595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3595_SP_SET: CONCRETE POST
 ED3595_STAMPING: 42 441 1989
 ED3595_MARK LOGO: SCGS  
 ED3595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3595+STABILITY: SURFACE MOTION
 ED3595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3595+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1990
 ED3595
 ED3595  HISTORY     - Date     Condition        Report By
 ED3595  HISTORY     - 1989     MONUMENTED       SCGS
 ED3595  HISTORY     - 19900611 GOOD
 ED3595
 ED3595                          STATION DESCRIPTION
 ED3595
 ED3595'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3595'STATION IS LOCATED 3.1 MILFS NORTHWEST OF WELLFORD AND 3.8 MILES
 ED3595'SOUTHWEST OF INMAN.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 ED3595'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 ED3595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 292 AND 129
 ED3595'IN LYMAN, GO NORTH NORTHEAST ON HIGHWAY 292 FOR 3.1 MILES TO THE
 ED3595'JUNCTION OF STATE ROAD 217 (LITTLE MOUNTAIN ROAD), TURN LEFT ON ROAD
 ED3595'217 FOR 0.65 MILE TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE
 ED3595'OF THE JUNCTION OF MORGAN ROAD, 0.5 MILE SOUTHEAST OF THE ENTRANCE
 ED3595'DRIVE TO VULCAN MATERIALS COMPANY (LYMAN QUARRY).
 ED3595'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3595'ROADS, 33.0 FEET EAST OF THE CENTER OF MORGAN ROAD, 33.3 FEET SOUTH
 ED3595'OF THE CENTER OF ROAD 217, 78.7 FEET NORTHWEST OF A LONE 8-INCH OAK
 ED3595'TREE, 2.7 FEET SOUTHEAST OF A WITNESS POST.
 ED3595'DESCRIBED BY J.R. WERNER.
 ED3595
 ED3595                          STATION RECOVERY (1990)
 ED3595
 ED3595'RECOVERED 1990
 ED3595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3596 ***********************************************************************
 ED3596  DESIGNATION -  42 442
 ED3596  PID         -  ED3596
 ED3596  STATE/COUNTY-  SC/SPARTANBURG
 ED3596  USGS QUAD   -  WELLFORD (1983)
 ED3596
 ED3596                         *CURRENT SURVEY CONTROL
 ED3596  ___________________________________________________________________
 ED3596* NAD 83(2001)-  34 58 51.74281(N)    082 06 01.59453(W)     ADJUSTED  
 ED3596* NAVD 88     -       276.2    (meters)     906.     (feet)  GPS OBS   
 ED3596  ___________________________________________________________________
 ED3596  X           -     719,046.924 (meters)                     COMP
 ED3596  Y           -  -5,182,186.181 (meters)                     COMP
 ED3596  Z           -   3,636,283.927 (meters)                     COMP
 ED3596  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 ED3596  ELLIP HEIGHT-         244.68  (meters)          (03/27/03) GPS OBS
 ED3596  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 ED3596
 ED3596  HORZ ORDER  -  FIRST
 ED3596  ELLP ORDER  -  FOURTH    CLASS II
 ED3596
 ED3596.The horizontal coordinates were established by GPS observations
 ED3596.and adjusted by the National Geodetic Survey in March 2003..
 ED3596
 ED3596.The orthometric height was determined by GPS observations and a
 ED3596.high-resolution geoid model.
 ED3596
 ED3596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3596
 ED3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3596
 ED3596.The ellipsoidal height was determined by GPS observations
 ED3596.and is referenced to NAD 83.
 ED3596
 ED3596.The geoid height was determined by GEOID03.
 ED3596
 ED3596;                    North         East     Units Scale Factor Converg.
 ED3596;SPC SC       -   349,628.036   509,115.699   MT  1.00005586   -0 36 36.3
 ED3596;SPC SC       - 1,147,073.61  1,670,327.10   iFT  1.00005586   -0 36 36.3
 ED3596;UTM  17      - 3,871,493.471   399,557.470   MT  0.99972434   -0 37 51.4
 ED3596
 ED3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3596!SPC SC       -   0.99996159  x   1.00005586  =   1.00001745
 ED3596!UTM  17      -   0.99996159  x   0.99972434  =   0.99968595
 ED3596
 ED3596                          SUPERSEDED SURVEY CONTROL
 ED3596
 ED3596  NAD 83(1995)-  34 58 51.74315(N)    082 06 01.59333(W) AD(       ) 1
 ED3596  ELLIP H (12/20/99)  244.69   (m)                       GP(       ) 4 1
 ED3596  NAD 83(1986)-  34 58 51.75356(N)    082 06 01.59695(W) AD(       ) 1
 ED3596
 ED3596.Superseded values are not recommended for survey control.
 ED3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3596.See file dsdata.txt to determine how the superseded data were derived.
 ED3596
 ED3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9955771493(NAD 83)
 ED3596_MARKER: DD = SURVEY DISK
 ED3596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3596_SP_SET: CONCRETE POST
 ED3596_STAMPING: 42 442 1989
 ED3596_MARK LOGO: SCGS  
 ED3596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3596+STABILITY: SURFACE MOTION
 ED3596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3596+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1990
 ED3596
 ED3596  HISTORY     - Date     Condition        Report By
 ED3596  HISTORY     - 1989     MONUMENTED       SCGS
 ED3596  HISTORY     - 19900611 GOOD
 ED3596
 ED3596                          STATION DESCRIPTION
 ED3596
 ED3596'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3596'STATION IS LOCATED 1.65 MILES
 ED3596'NORTHOFWELLFORD.OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P.O.
 ED3596'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 ED3596'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 292 AND 129
 ED3596'IN LYMAN, GO EAST ON HIGHWAY 129 FOR 1.65 MILES TO THE BRIDGE OVER
 ED3596'THE NORTH TYGER RIVER, CONTINUE ON HIGHWAY 129 FOR 0.4 MILE TO THE
 ED3596'JUNCTION OF LANDFILL ROAD, TURN LEFT ON LANDFILL ROAD FOR 0.8 MILE TO
 ED3596'A HIGH TENSION POWER LINE CROSSING, CONTINUE ON LANDFILL ROAD FOR
 ED3596'0.15 MILE TO THE JUNCTION OF RIDGE ROAD 5-1749 AND THE STATION NEAR A
 ED3596'POWER POLE IN THE NORTH ANGLE OF A SAND DRIVE.
 ED3596'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 ED3596'RIDGE ROAD, 37.5 FEET NORTHWEST OF THE CENTER OF RIDGE ROAD, 26.0
 ED3596'FEET NORTH NORTHEAST OF A FIRE HYDRANT, 19.1 FEET NORTHWEST OF THE
 ED3596'POWER POLE REA 0-0P 41-29 WITH TRANSFORMER, 32.3 FEET NORTHEAST OF
 ED3596'THE CENTER OF THE SAND DRIVE, 3.0 FEET SOUTHWEST OF A WITNESS POST.
 ED3596'DESCRIBED BY J.R. WERNER.
 ED3596
 ED3596                          STATION RECOVERY (1990)
 ED3596
 ED3596'RECOVERED 1990
 ED3596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3598 ***********************************************************************
 ED3598  DESIGNATION -  42 444
 ED3598  PID         -  ED3598
 ED3598  STATE/COUNTY-  SC/SPARTANBURG
 ED3598  USGS QUAD   -  WELLFORD (1983)
 ED3598
 ED3598                         *CURRENT SURVEY CONTROL
 ED3598  ___________________________________________________________________
 ED3598* NAD 83(2001)-  34 59 48.40874(N)    082 03 29.63572(W)     ADJUSTED  
 ED3598* NAVD 88     -       277.4    (meters)     910.     (feet)  GPS OBS   
 ED3598  ___________________________________________________________________
 ED3598  X           -     722,726.314 (meters)                     COMP
 ED3598  Y           -  -5,180,664.251 (meters)                     COMP
 ED3598  Z           -   3,637,715.323 (meters)                     COMP
 ED3598  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 ED3598  ELLIP HEIGHT-         245.89  (meters)          (03/27/03) GPS OBS
 ED3598  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 ED3598
 ED3598  HORZ ORDER  -  FIRST
 ED3598  ELLP ORDER  -  FOURTH    CLASS II
 ED3598
 ED3598.The horizontal coordinates were established by GPS observations
 ED3598.and adjusted by the National Geodetic Survey in March 2003..
 ED3598
 ED3598.The orthometric height was determined by GPS observations and a
 ED3598.high-resolution geoid model.
 ED3598
 ED3598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3598
 ED3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3598
 ED3598.The ellipsoidal height was determined by GPS observations
 ED3598.and is referenced to NAD 83.
 ED3598
 ED3598.The geoid height was determined by GEOID03.
 ED3598
 ED3598;                    North         East     Units Scale Factor Converg.
 ED3598;SPC SC       -   351,334.054   512,987.819   MT  1.00006221   -0 35 12.1
 ED3598;SPC SC       - 1,152,670.78  1,683,030.90   iFT  1.00006221   -0 35 12.1
 ED3598;UTM  17      - 3,873,197.520   403,428.889   MT  0.99971494   -0 36 25.1
 ED3598
 ED3598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3598!SPC SC       -   0.99996140  x   1.00006221  =   1.00002361
 ED3598!UTM  17      -   0.99996140  x   0.99971494  =   0.99967636
 ED3598
 ED3598                          SUPERSEDED SURVEY CONTROL
 ED3598
 ED3598  NAD 83(1995)-  34 59 48.40907(N)    082 03 29.63511(W) AD(       ) 1
 ED3598  ELLIP H (12/20/99)  245.89   (m)                       GP(       ) 4 1
 ED3598  NAD 83(1986)-  34 59 48.41949(N)    082 03 29.63927(W) AD(       ) 1
 ED3598
 ED3598.Superseded values are not recommended for survey control.
 ED3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3598.See file dsdata.txt to determine how the superseded data were derived.
 ED3598
 ED3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0342973198(NAD 83)
 ED3598_MARKER: DD = SURVEY DISK
 ED3598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3598_SP_SET: CONCRETE POST
 ED3598_STAMPING: 42 444 1989
 ED3598_MARK LOGO: SCGS  
 ED3598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3598+STABILITY: SURFACE MOTION
 ED3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3598+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 ED3598
 ED3598  HISTORY     - Date     Condition        Report By
 ED3598  HISTORY     - 1989     MONUMENTED       SCGS
 ED3598  HISTORY     - 19900517 GOOD
 ED3598
 ED3598                          STATION DESCRIPTION
 ED3598
 ED3598'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3598'STATION IS LOCATED 3.95 MILES SOUTH SOUTHEAST OF INMAN AND 3.8 MILES
 ED3598'NORTHEAST OF WELLFORD.  OWNERSHIP--SCDHPT, DIRECTOR OF
 ED3598'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3598'803-737-1314.
 ED3598'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 40 (NEW
 ED3598'CUT ROAD) AND INTERSTATE 26 (2.9 MILES WEST NORTHWEST OF SPARTANBURG)
 ED3598', GO WEST NORTHWEST ON ROAD 40 FOR 2.2 MILES TO THE JUNCTION OF STATE
 ED3598'ROAD 60 (JOHN DODD ROAD), TURN LEFT ON ROAD 60 FOR 0.15 MILE TO THE
 ED3598'JUNCTION OF A PAVED ROAD AND THE STATION NEAR A POWER POLE IN THE
 ED3598'WEST ANGLE OF THE JUNCTION.
 ED3598'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 ED3598'PAVED ROAD, 54.8 FEET NORTH NORTHWEST OF THE CENTER OF ROAD 60, 18.1
 ED3598'FEET SOUTHWEST OF THE CENTFR OF THE PAVED ROAD, 47.4 FEET WEST
 ED3598'SOUTHWEST OF A POWER POLE F/108425/046783, 6.3 FEET NORTH NORTHWEST
 ED3598'OF THE POWER POLE 52/108397/046774, 6.7 FEET NORTH NORTHWEST OF A
 ED3598'WITNESS POST.
 ED3598'DESCRIBED BY J.R. WERNER.
 ED3598
 ED3598                          STATION RECOVERY (1990)
 ED3598
 ED3598'RECOVERED 1990
 ED3598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3599 ***********************************************************************
 ED3599  DESIGNATION -  42 445
 ED3599  PID         -  ED3599
 ED3599  STATE/COUNTY-  SC/SPARTANBURG
 ED3599  USGS QUAD   -  WELLFORD (1983)
 ED3599
 ED3599                         *CURRENT SURVEY CONTROL
 ED3599  ___________________________________________________________________
 ED3599* NAD 83(2001)-  34 58 09.78807(N)    082 01 57.86443(W)     ADJUSTED  
 ED3599* NAVD 88     -       272.4    (meters)     894.     (feet)  GPS OBS   
 ED3599  ___________________________________________________________________
 ED3599  X           -     725,272.183 (meters)                     COMP
 ED3599  Y           -  -5,182,063.848 (meters)                     COMP
 ED3599  Z           -   3,635,222.318 (meters)                     COMP
 ED3599  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 ED3599  ELLIP HEIGHT-         240.91  (meters)          (03/27/03) GPS OBS
 ED3599  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 ED3599
 ED3599  HORZ ORDER  -  FIRST
 ED3599  ELLP ORDER  -  FOURTH    CLASS II
 ED3599
 ED3599.The horizontal coordinates were established by GPS observations
 ED3599.and adjusted by the National Geodetic Survey in March 2003..
 ED3599
 ED3599.The orthometric height was determined by GPS observations and a
 ED3599.high-resolution geoid model.
 ED3599
 ED3599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3599
 ED3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3599
 ED3599.The ellipsoidal height was determined by GPS observations
 ED3599.and is referenced to NAD 83.
 ED3599
 ED3599.The geoid height was determined by GEOID03.
 ED3599
 ED3599;                    North         East     Units Scale Factor Converg.
 ED3599;SPC SC       -   348,271.322   515,284.685   MT  1.00005121   -0 34 21.2
 ED3599;SPC SC       - 1,142,622.45  1,690,566.55   iFT  1.00005121   -0 34 21.2
 ED3599;UTM  17      - 3,870,135.048   405,723.903   MT  0.99970954   -0 35 31.0
 ED3599
 ED3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3599!SPC SC       -   0.99996219  x   1.00005121  =   1.00001339
 ED3599!UTM  17      -   0.99996219  x   0.99970954  =   0.99967174
 ED3599
 ED3599                          SUPERSEDED SURVEY CONTROL
 ED3599
 ED3599  NAD 83(1995)-  34 58 09.78824(N)    082 01 57.86376(W) AD(       ) 1
 ED3599  ELLIP H (12/20/99)  240.91   (m)                       GP(       ) 4 1
 ED3599  NAD 83(1986)-  34 58 09.79888(N)    082 01 57.86695(W) AD(       ) 1
 ED3599
 ED3599.Superseded values are not recommended for survey control.
 ED3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3599.See file dsdata.txt to determine how the superseded data were derived.
 ED3599
 ED3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0572470135(NAD 83)
 ED3599_MARKER: DD = SURVEY DISK
 ED3599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3599_SP_SET: CONCRETE POST
 ED3599_STAMPING: 42 445 1989
 ED3599_MARK LOGO: SCGS  
 ED3599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ED3599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3599+STABILITY: SURFACE MOTION
 ED3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3599+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 ED3599
 ED3599  HISTORY     - Date     Condition        Report By
 ED3599  HISTORY     - 1989     MONUMENTED       SCGS
 ED3599  HISTORY     - 19900516 GOOD
 ED3599
 ED3599                          STATION DESCRIPTION
 ED3599
 ED3599'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3599'STATION IS LOCATED 1.6 MILFS NORTHWEST OF FAIRFOREST.
 ED3599'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 ED3599'COLUMBIA, SC 29202, PHONE 803-737-1314.
 ED3599'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 40 (NEW
 ED3599'CUT ROAD) AND INTERSTATE 26 (2.9 MILES WEST NORTHWEST OF SPARTANBURG)
 ED3599', GO WEST NORTHWEST ON ROAD 40 FOR 0.25 MILE TO THE JUNCTION OF STATE
 ED3599'ROAD 219 (CAMPGROUND ROAD), TURN LEFT ON ROAD 219 FOR 0.7 MILE TO THE
 ED3599'JUNCTION OF STATE ROAD 41 (NORTH BLACKSTOCK ROAD), TURN LEFT ON ROAD
 ED3599'41 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD 123 (MOUNT ZION ROAD)
 ED3599'AND THE STATION IN THE SOUTHWEST ANGLE OF THE JUNCTION, 0.3 MILE
 ED3599'NORTHWEST OF THE OVERPASS OF INTERSTATE 85 BYPASS.
 ED3599'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET BELOW
 ED3599'ROAD 41, 37.9 FEET WEST SOUTHWEST OF THE CENTER OF ROAD 41, 26.8 FEET
 ED3599'SOUTH SOUTHWEST OF THE CENTER OF ROAD 123, 53.2 FEET EAST SOUTHEAST
 ED3599'OF THE CENTER OF A DRIVEWAY TO A CONCRETE BLOCK BUILDING, 13.5 FEET
 ED3599'NORTHEAST OF A POWER POLE K7/109147/045763, 2.8 FEET EAST SOUTHEAST
 ED3599'OF A WITNESS POST.
 ED3599'DESCRIBED BY J.R. WERNER.
 ED3599
 ED3599                          STATION RECOVERY (1990)
 ED3599
 ED3599'RECOVERED 1990
 ED3599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3748 ***********************************************************************
 FB3748  DESIGNATION -  42 446
 FB3748  PID         -  FB3748
 FB3748  STATE/COUNTY-  SC/SPARTANBURG
 FB3748  USGS QUAD   -  INMAN (1983)
 FB3748
 FB3748                         *CURRENT SURVEY CONTROL
 FB3748  ___________________________________________________________________
 FB3748* NAD 83(2001)-  35 00 52.82945(N)    082 04 38.42027(W)     ADJUSTED  
 FB3748* NAVD 88     -       281.2    (meters)     923.     (feet)  GPS OBS   
 FB3748  ___________________________________________________________________
 FB3748  X           -     720,842.082 (meters)                     COMP
 FB3748  Y           -  -5,179,779.976 (meters)                     COMP
 FB3748  Z           -   3,639,343.629 (meters)                     COMP
 FB3748  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FB3748  ELLIP HEIGHT-         249.62  (meters)          (03/27/03) GPS OBS
 FB3748  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 FB3748
 FB3748  HORZ ORDER  -  FIRST
 FB3748  ELLP ORDER  -  FOURTH    CLASS II
 FB3748
 FB3748.The horizontal coordinates were established by GPS observations
 FB3748.and adjusted by the National Geodetic Survey in March 2003..
 FB3748
 FB3748.The orthometric height was determined by GPS observations and a
 FB3748.high-resolution geoid model.
 FB3748
 FB3748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3748
 FB3748.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3748
 FB3748.The ellipsoidal height was determined by GPS observations
 FB3748.and is referenced to NAD 83.
 FB3748
 FB3748.The geoid height was determined by GEOID03.
 FB3748
 FB3748;                    North         East     Units Scale Factor Converg.
 FB3748;SPC SC       -   353,337.344   511,264.205   MT  1.00006952   -0 35 50.2
 FB3748;SPC SC       - 1,159,243.25  1,677,376.00   iFT  1.00006952   -0 35 50.2
 FB3748;UTM  17      - 3,875,200.730   401,706.596   MT  0.99971907   -0 37 05.6
 FB3748
 FB3748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3748!SPC SC       -   0.99996082  x   1.00006952  =   1.00003034
 FB3748!UTM  17      -   0.99996082  x   0.99971907  =   0.99967990
 FB3748
 FB3748                          SUPERSEDED SURVEY CONTROL
 FB3748
 FB3748  NAD 83(1995)-  35 00 52.82996(N)    082 04 38.41937(W) AD(       ) 1
 FB3748  ELLIP H (12/20/99)  249.61   (m)                       GP(       ) 4 1
 FB3748  NAD 83(1986)-  35 00 52.84023(N)    082 04 38.42360(W) AD(       ) 1
 FB3748
 FB3748.Superseded values are not recommended for survey control.
 FB3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3748.See file dsdata.txt to determine how the superseded data were derived.
 FB3748
 FB3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0170775201(NAD 83)
 FB3748_MARKER: DD = SURVEY DISK
 FB3748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3748_SP_SET: CONCRETE POST
 FB3748_STAMPING: 42 446 1989
 FB3748_MARK LOGO: SCGS  
 FB3748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3748+STABILITY: SURFACE MOTION
 FB3748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3748+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 FB3748
 FB3748  HISTORY     - Date     Condition        Report By
 FB3748  HISTORY     - 1989     MONUMENTED       SCGS
 FB3748  HISTORY     - 19900517 GOOD
 FB3748
 FB3748                          STATION DESCRIPTION
 FB3748
 FB3748'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3748'STATION IS LOCATED 2.3 MILFS SOUTHEAST OF INMAN.  OWNERSHIP--SCDHPT,
 FB3748'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3748'803-737-1314.
 FB3748'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 292 AND STATE
 FB3748'ROAD 40 (BLACKSTOCK ROAD) IN INMAN, GO SOUTHEAST ON ROAD 40 FOR 1.35
 FB3748'MILES TO THE JUNCTION OF STATE ROAD 52 (NEW CUT ROAD), CONTINUE ON
 FB3748'ROAD 40 (NEW CUT ROAD) FOR 0.25 MILE TO THE JUNCTION OF SOUTHFIELD
 FB3748'STREET, CONTINUE ON ROAD 40 FOR 0.55 MILE TO THE STATION ON THE LEFT
 FB3748'NEAR A POWER POLE, 0.15 MILE NORTHWEST OF THE JUNCTION OF BOBO DRIVE.
 FB3748'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 FB3748'THE ROAD, 25.0 FEET NORTHEAST OF THE CENTER OF THE ROAD, 4.3 FEET
 FB3748'NORTHWEST OF THE POWER POLF AJ1/8025/090, 4.8 FEET NORTHWEST OF A
 FB3748'WITNESS POST.
 FB3748'DESCRIBED BY J.R. WERNER.
 FB3748
 FB3748                          STATION RECOVERY (1990)
 FB3748
 FB3748'RECOVERED 1990
 FB3748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3749 ***********************************************************************
 FB3749  DESIGNATION -  42 447
 FB3749  PID         -  FB3749
 FB3749  STATE/COUNTY-  SC/SPARTANBURG
 FB3749  USGS QUAD   -  INMAN (1983)
 FB3749
 FB3749                         *CURRENT SURVEY CONTROL
 FB3749  ___________________________________________________________________
 FB3749* NAD 83(2001)-  35 01 01.71022(N)    082 06 27.90581(W)     ADJUSTED  
 FB3749* NAVD 88     -       275.5    (meters)     904.     (feet)  GPS OBS   
 FB3749  ___________________________________________________________________
 FB3749  X           -     718,070.347 (meters)                     COMP
 FB3749  Y           -  -5,180,001.714 (meters)                     COMP
 FB3749  Z           -   3,639,564.524 (meters)                     COMP
 FB3749  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 FB3749  ELLIP HEIGHT-         243.95  (meters)          (03/27/03) GPS OBS
 FB3749  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 FB3749
 FB3749  HORZ ORDER  -  FIRST
 FB3749  ELLP ORDER  -  FOURTH    CLASS II
 FB3749
 FB3749.The horizontal coordinates were established by GPS observations
 FB3749.and adjusted by the National Geodetic Survey in March 2003..
 FB3749
 FB3749.The orthometric height was determined by GPS observations and a
 FB3749.high-resolution geoid model.
 FB3749
 FB3749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3749
 FB3749.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3749
 FB3749.The ellipsoidal height was determined by GPS observations
 FB3749.and is referenced to NAD 83.
 FB3749
 FB3749.The geoid height was determined by GEOID03.
 FB3749
 FB3749;                    North         East     Units Scale Factor Converg.
 FB3749;SPC SC       -   353,640.371   508,491.281   MT  1.00007053   -0 36 50.9
 FB3749;SPC SC       - 1,160,237.44  1,668,278.48   iFT  1.00007053   -0 36 50.9
 FB3749;UTM  17      - 3,875,504.681   398,934.749   MT  0.99972588   -0 38 08.5
 FB3749
 FB3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3749!SPC SC       -   0.99996171  x   1.00007053  =   1.00003224
 FB3749!UTM  17      -   0.99996171  x   0.99972588  =   0.99968760
 FB3749
 FB3749                          SUPERSEDED SURVEY CONTROL
 FB3749
 FB3749  NAD 83(1995)-  35 01 01.71071(N)    082 06 27.90463(W) AD(       ) 1
 FB3749  ELLIP H (12/20/99)  243.97   (m)                       GP(       ) 4 1
 FB3749  NAD 83(1986)-  35 01 01.72095(N)    082 06 27.90871(W) AD(       ) 1
 FB3749
 FB3749.Superseded values are not recommended for survey control.
 FB3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3749.See file dsdata.txt to determine how the superseded data were derived.
 FB3749
 FB3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9893575505(NAD 83)
 FB3749_MARKER: DD = SURVEY DISK
 FB3749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3749_SP_SET: CONCRETE POST
 FB3749_STAMPING: 42 447 1989
 FB3749_MARK LOGO: SCGS  
 FB3749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3749+STABILITY: SURFACE MOTION
 FB3749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3749+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1990
 FB3749
 FB3749  HISTORY     - Date     Condition        Report By
 FB3749  HISTORY     - 1989     MONUMENTED       SCGS
 FB3749  HISTORY     - 19900622 GOOD
 FB3749
 FB3749                          STATION DESCRIPTION
 FB3749
 FB3749'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3749'STATION IS LOCATED 2.2 MILFS
 FB3749'SOUTHWESTOFINMAN.OWNERSHIP--SCDHPT,DIRECTOR OF PRECONSTRUCTION, P.O.
 FB3749'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FB3749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND STATE
 FB3749'HIGHWAY 292 IN INMAN, GO SOUTHWEST ON HIGHWAY 292 FOR 1.15 MILES TO
 FB3749'THE JUNCTION OF STATE ROAD 52 (NEW CUT ROAD), CONTINUE ON HIGHWAY 292
 FB3749'FOR 1.0 MILE TO THE STATION NEAR A POWER POLE IN THE WEST ANGLE OF
 FB3749'THE JUNCTION OF BURNETT ROAD 1-2582, 0.3 MILE NORTHEAST OF THE
 FB3749'JUNCTION OF HICKORY HOLLOW ROAD.
 FB3749'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE
 FB3749'THE HIGHWAY, 51.2 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 35.0
 FB3749'FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD, 4.1 FEET NORTH OF THE
 FB3749'POWER POLE WITH FOUR GUY WIRES, 19.1 FEET NORTH NORTHWEST OF A BURIED
 FB3749'CABLE WARNING SIGN, 9.2 FEFT SOUTHWEST OF A WITNESS POST.
 FB3749'DESCRIBED BY J.R. WERNER.
 FB3749
 FB3749                          STATION RECOVERY (1990)
 FB3749
 FB3749'RECOVERED 1990
 FB3749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3750 ***********************************************************************
 FB3750  DESIGNATION -  42 448
 FB3750  PID         -  FB3750
 FB3750  STATE/COUNTY-  SC/SPARTANBURG
 FB3750  USGS QUAD   -  INMAN (1983)
 FB3750
 FB3750                         *CURRENT SURVEY CONTROL
 FB3750  ___________________________________________________________________
 FB3750* NAD 83(2001)-  35 02 57.93846(N)    082 05 27.53105(W)     ADJUSTED  
 FB3750* NAVD 88     -       300.40   (meters)     985.6    (feet)  LEVELING  
 FB3750  ___________________________________________________________________
 FB3750  X           -     719,306.387 (meters)                     COMP
 FB3750  Y           -  -5,177,774.764 (meters)                     COMP
 FB3750  Z           -   3,642,511.734 (meters)                     COMP
 FB3750  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FB3750  ELLIP HEIGHT-         268.76  (meters)          (03/27/03) GPS OBS
 FB3750  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FB3750
 FB3750  HORZ ORDER  -  FIRST
 FB3750  VERT ORDER  -  THIRD ?
 FB3750  ELLP ORDER  -  FOURTH    CLASS II
 FB3750
 FB3750.The horizontal coordinates were established by GPS observations
 FB3750.and adjusted by the National Geodetic Survey in March 2003..
 FB3750
 FB3750.The orthometric height was determined by differential leveling.
 FB3750.The vertical network tie was performed by a horz. field party for horz.
 FB3750.obs reductions. Reset procedures were used to establish the elevation.
 FB3750
 FB3750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3750
 FB3750.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3750
 FB3750.The ellipsoidal height was determined by GPS observations
 FB3750.and is referenced to NAD 83.
 FB3750
 FB3750.The geoid height was determined by GEOID03.
 FB3750
 FB3750;                    North         East     Units Scale Factor Converg.
 FB3750;SPC SC       -   357,205.970   510,059.769   MT  1.00008400   -0 36 17.4
 FB3750;SPC SC       - 1,171,935.60  1,673,424.44   iFT  1.00008400   -0 36 17.4
 FB3750;UTM  17      - 3,879,068.427   400,504.030   MT  0.99972200   -0 37 35.7
 FB3750
 FB3750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3750!SPC SC       -   0.99995782  x   1.00008400  =   1.00004181
 FB3750!UTM  17      -   0.99995782  x   0.99972200  =   0.99967983
 FB3750
 FB3750                          SUPERSEDED SURVEY CONTROL
 FB3750
 FB3750  NAD 83(1995)-  35 02 57.93919(N)    082 05 27.52986(W) AD(       ) 1
 FB3750  ELLIP H (12/20/99)  268.78   (m)                       GP(       ) 4 1
 FB3750  NAD 83(1986)-  35 02 57.94932(N)    082 05 27.53434(W) AD(       ) 1
 FB3750
 FB3750.Superseded values are not recommended for survey control.
 FB3750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3750.See file dsdata.txt to determine how the superseded data were derived.
 FB3750
 FB3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0050479068(NAD 83)
 FB3750_MARKER: DD = SURVEY DISK
 FB3750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3750_SP_SET: CONCRETE POST
 FB3750_STAMPING: 42 448 1989
 FB3750_MARK LOGO: SCGS  
 FB3750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3750+STABILITY: SURFACE MOTION
 FB3750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3750+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 FB3750
 FB3750  HISTORY     - Date     Condition        Report By
 FB3750  HISTORY     - 1989     MONUMENTED       SCGS
 FB3750  HISTORY     - 19900518 GOOD
 FB3750
 FB3750                          STATION DESCRIPTION
 FB3750
 FB3750'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3750'STATION IS LOCATED IN INMAN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3750'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3750'803-737-1314.
 FB3750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND STATE
 FB3750'HIGHWAY 292 IN INMAN, GO NORTHERLY ON HIGHWAY 292 FOR 0.5 MILE TO THE
 FB3750'JUNCTION OF STATE ROAD 13 (NORTH MAIN STREET, ALSO HIGHWAY 292 TURN
 FB3750'RIGHT ACROSS THE RAILROAD TRACKS), CONTINUE NORTHERLY ON ROAD 13 FOR
 FB3750'0.05 MILE TO THE STATION ON THE RIGHT AT THE EDGE OF A PARKING AREA.
 FB3750'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 FB3750'THE ROAD, 41.3 FEET EAST OF THE CENTER OF THE ROAD, 21.5 FEET WEST OF
 FB3750'THE WEST RAIL OF THE SOUTHFRN RAILROAD TRACKS, 29.6 FEET NORTHEAST OF
 FB3750'A POWER POLE NUMBER 007, 98.2 FEET SOUTH SOUTHEAST OF A SUPPORT STAND
 FB3750'FOR A PUBLIC TELEPHONE AT THE NORTH END OF THE PARKING AREA, 65.6
 FB3750'FEET EAST NORTHEAST OF A FIRE HYDRANT, 8.8 FEET SOUTH OF A WITNESS
 FB3750'POST.
 FB3750'DESCRIBED BY J.R. WERNER.
 FB3750
 FB3750                          STATION RECOVERY (1990)
 FB3750
 FB3750'RECOVERED 1990
 FB3750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3751 ***********************************************************************
 FB3751  DESIGNATION -  42 449
 FB3751  PID         -  FB3751
 FB3751  STATE/COUNTY-  SC/SPARTANBURG
 FB3751  USGS QUAD   -  INMAN (1983)
 FB3751
 FB3751                         *CURRENT SURVEY CONTROL
 FB3751  ___________________________________________________________________
 FB3751* NAD 83(2001)-  35 03 09.21019(N)    082 06 42.62403(W)     ADJUSTED  
 FB3751* NAVD 88     -       311.3    (meters)    1021.     (feet)  GPS OBS   
 FB3751  ___________________________________________________________________
 FB3751  X           -     717,395.163 (meters)                     COMP
 FB3751  Y           -  -5,177,847.551 (meters)                     COMP
 FB3751  Z           -   3,642,802.394 (meters)                     COMP
 FB3751  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FB3751  ELLIP HEIGHT-         279.70  (meters)          (03/27/03) GPS OBS
 FB3751  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FB3751
 FB3751  HORZ ORDER  -  FIRST
 FB3751  ELLP ORDER  -  FOURTH    CLASS II
 FB3751
 FB3751.The horizontal coordinates were established by GPS observations
 FB3751.and adjusted by the National Geodetic Survey in March 2003..
 FB3751
 FB3751.The orthometric height was determined by GPS observations and a
 FB3751.high-resolution geoid model.
 FB3751
 FB3751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3751
 FB3751.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3751
 FB3751.The ellipsoidal height was determined by GPS observations
 FB3751.and is referenced to NAD 83.
 FB3751
 FB3751.The geoid height was determined by GEOID03.
 FB3751
 FB3751;                    North         East     Units Scale Factor Converg.
 FB3751;SPC SC       -   357,573.624   508,160.406   MT  1.00008532   -0 36 59.1
 FB3751;SPC SC       - 1,173,141.81  1,667,192.93   iFT  1.00008532   -0 36 59.1
 FB3751;UTM  17      - 3,879,436.677   398,605.492   MT  0.99972670   -0 38 19.0
 FB3751
 FB3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3751!SPC SC       -   0.99995610  x   1.00008532  =   1.00004141
 FB3751!UTM  17      -   0.99995610  x   0.99972670  =   0.99968281
 FB3751
 FB3751                          SUPERSEDED SURVEY CONTROL
 FB3751
 FB3751  NAD 83(1995)-  35 03 09.21083(N)    082 06 42.62275(W) AD(       ) 1
 FB3751  ELLIP H (12/20/99)  279.72   (m)                       GP(       ) 4 1
 FB3751  NAD 83(1986)-  35 03 09.22105(N)    082 06 42.62722(W) AD(       ) 1
 FB3751
 FB3751.Superseded values are not recommended for survey control.
 FB3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3751.See file dsdata.txt to determine how the superseded data were derived.
 FB3751
 FB3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9860579437(NAD 83)
 FB3751_MARKER: DD = SURVEY DISK
 FB3751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3751_SP_SET: CONCRETE POST
 FB3751_STAMPING: 42 449 1989
 FB3751_MARK LOGO: SCGS  
 FB3751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3751+STABILITY: SURFACE MOTION
 FB3751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3751+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1990
 FB3751
 FB3751  HISTORY     - Date     Condition        Report By
 FB3751  HISTORY     - 1989     MONUMENTED       SCGS
 FB3751  HISTORY     - 19900625 GOOD
 FB3751
 FB3751                          STATION DESCRIPTION
 FB3751
 FB3751'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3751'STATION IS LOCATED 1.4 MILFS NORTHWEST OF INMAN.  OWNERSHIP--SCDHPT,
 FB3751'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3751'803-737-1314.
 FB3751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND STATE
 FB3751'HIGHWAY 292 IN INMAN, GO NORTHWEST ON HIGHWAY 176 FOR 1.5 MILES TO
 FB3751'THE JUNCTION OF STATE ROAD 13, CONTINUE ON HIGHWAY 176 FOR 0.05 MILE
 FB3751'TO THE STATION ON THE LEFT NEAR A POWER POLE.
 FB3751'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 FB3751'THE HIGHWAY, 37.8 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 90.5
 FB3751'FEET NORTHWEST OF THE CENTFR OF A PAVED DRIVEWAY TO A HOUSE, 136.5
 FB3751'FEET SOUTHEAST OF THE CENTFR OF A PAVED DRIVEWAY TO AN ALUMINUM
 FB3751'BUILDING, 3.7 FEET NORTHWEST OF THE POWER POLE 15/1208/002, 10.7 FEET
 FB3751'NORTH NORTHEAST OF A WITNESS POST.
 FB3751'DESCRIBED BY J.R. WERNER.
 FB3751
 FB3751                          STATION RECOVERY (1990)
 FB3751
 FB3751'RECOVERED 1990
 FB3751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3753 ***********************************************************************
 FB3753  DESIGNATION -  42 451
 FB3753  PID         -  FB3753
 FB3753  STATE/COUNTY-  SC/SPARTANBURG
 FB3753  USGS QUAD   -  CAMPOBELLO (1983)
 FB3753
 FB3753                         *CURRENT SURVEY CONTROL
 FB3753  ___________________________________________________________________
 FB3753* NAD 83(2001)-  35 03 28.21783(N)    082 09 15.02094(W)     ADJUSTED  
 FB3753* NAVD 88     -       315.3    (meters)    1034.     (feet)  GPS OBS   
 FB3753  ___________________________________________________________________
 FB3753  X           -     713,523.878 (meters)                     COMP
 FB3753  Y           -  -5,178,046.108 (meters)                     COMP
 FB3753  Z           -   3,643,284.210 (meters)                     COMP
 FB3753  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FB3753  ELLIP HEIGHT-         283.69  (meters)          (03/27/03) GPS OBS
 FB3753  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FB3753
 FB3753  HORZ ORDER  -  FIRST
 FB3753  ELLP ORDER  -  FOURTH    CLASS II
 FB3753
 FB3753.The horizontal coordinates were established by GPS observations
 FB3753.and adjusted by the National Geodetic Survey in March 2003..
 FB3753
 FB3753.The orthometric height was determined by GPS observations and a
 FB3753.high-resolution geoid model.
 FB3753
 FB3753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3753
 FB3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3753
 FB3753.The ellipsoidal height was determined by GPS observations
 FB3753.and is referenced to NAD 83.
 FB3753
 FB3753.The geoid height was determined by GEOID03.
 FB3753
 FB3753;                    North         East     Units Scale Factor Converg.
 FB3753;SPC SC       -   358,201.741   504,304.869   MT  1.00008756   -0 38 23.5
 FB3753;SPC SC       - 1,175,202.56  1,654,543.53   iFT  1.00008756   -0 38 23.5
 FB3753;UTM  17      - 3,880,066.096   394,751.572   MT  0.99973652   -0 39 46.9
 FB3753
 FB3753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3753!SPC SC       -   0.99995547  x   1.00008756  =   1.00004303
 FB3753!UTM  17      -   0.99995547  x   0.99973652  =   0.99969200
 FB3753
 FB3753                          SUPERSEDED SURVEY CONTROL
 FB3753
 FB3753  NAD 83(1995)-  35 03 28.21842(N)    082 09 15.01950(W) AD(       ) 1
 FB3753  ELLIP H (12/20/99)  283.71   (m)                       GP(       ) 4 1
 FB3753  NAD 83(1986)-  35 03 28.22876(N)    082 09 15.02407(W) AD(       ) 1
 FB3753
 FB3753.Superseded values are not recommended for survey control.
 FB3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3753.See file dsdata.txt to determine how the superseded data were derived.
 FB3753
 FB3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9475280066(NAD 83)
 FB3753_MARKER: DD = SURVEY DISK
 FB3753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3753_SP_SET: CONCRETE POST
 FB3753_STAMPING: 42 451 1989
 FB3753_MARK LOGO: SCGS  
 FB3753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3753+STABILITY: SURFACE MOTION
 FB3753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3753+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1990
 FB3753
 FB3753  HISTORY     - Date     Condition        Report By
 FB3753  HISTORY     - 1989     MONUMENTED       SCGS
 FB3753  HISTORY     - 19900625 GOOD
 FB3753
 FB3753                          STATION DESCRIPTION
 FB3753
 FB3753'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3753'STATION IS LOCATED 3.8 MILFS WEST NORTHWEST OF INMAN AND 3.95 MILES
 FB3753'SOUTH OF CAMPOBELLO.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 FB3753'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 FB3753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 AND STATE
 FB3753'HIGHWAY 292 IN INMAN, GO SOUTHWEST ON HIGHWAY 292 FOR 1.15 MILES TO
 FB3753'THE JUNCTION OF STATE ROAD 52 (NEW CUT ROAD), TURN RIGHT ON ROAD 52
 FB3753'FOR 4.35 MILES TO THE JUNCTION OF HANNON ROAD 1-774, TURN LEFT ON
 FB3753'HANNON ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT NEAR A POWER
 FB3753'POLE WITH GUY WIRE.
 FB3753'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 FB3753'THE ROAD, 122.7 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK HOUSE,
 FB3753'92.4 FEET EAST OF THE EAST CORNER OF A WOODEN HOUSE, 22.0 FEET
 FB3753'SOUTHEAST OF THE CENTER OF THE ROAD, 5.2 FEET NORTHEAST OF THE POWER
 FB3753'POLE, 5.0 FEET NORTHEAST OF A WITNESS POST.
 FB3753'DESCRIBED BY J.R. WERNER.
 FB3753
 FB3753                          STATION RECOVERY (1990)
 FB3753
 FB3753'RECOVERED 1990
 FB3753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4775 ***********************************************************************
 FA4775  DESIGNATION -  42 452
 FA4775  PID         -  FA4775
 FA4775  STATE/COUNTY-  SC/SPARTANBURG
 FA4775  USGS QUAD   -  VALLEY FALLS (1983)
 FA4775
 FA4775                         *CURRENT SURVEY CONTROL
 FA4775  ___________________________________________________________________
 FA4775* NAD 83(2001)-  35 02 24.08675(N)    081 58 30.26859(W)     ADJUSTED  
 FA4775* NAVD 88     -       281.96   (meters)     925.1    (feet)  LEVELING  
 FA4775  ___________________________________________________________________
 FA4775  X           -     729,860.785 (meters)                     COMP
 FA4775  Y           -  -5,176,887.282 (meters)                     COMP
 FA4775  Z           -   3,641,647.024 (meters)                     COMP
 FA4775  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FA4775  ELLIP HEIGHT-         250.31  (meters)          (03/27/03) GPS OBS
 FA4775  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FA4775
 FA4775  HORZ ORDER  -  FIRST
 FA4775  VERT ORDER  -  THIRD ?
 FA4775  ELLP ORDER  -  FOURTH    CLASS II
 FA4775
 FA4775.The horizontal coordinates were established by GPS observations
 FA4775.and adjusted by the National Geodetic Survey in March 2003..
 FA4775
 FA4775.The orthometric height was determined by differential leveling.
 FA4775.The vertical network tie was performed by a horz. field party for horz.
 FA4775.obs reductions. Reset procedures were used to establish the elevation.
 FA4775
 FA4775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4775
 FA4775.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4775
 FA4775.The ellipsoidal height was determined by GPS observations
 FA4775.and is referenced to NAD 83.
 FA4775
 FA4775.The geoid height was determined by GEOID03.
 FA4775
 FA4775;                    North         East     Units Scale Factor Converg.
 FA4775;SPC SC       -   356,057.015   520,624.787   MT  1.00008004   -0 32 26.1
 FA4775;SPC SC       - 1,168,166.06  1,708,086.57   iFT  1.00008004   -0 32 26.1
 FA4775;UTM  17      - 3,877,916.118   411,064.701   MT  0.99969748   -0 33 35.5
 FA4775
 FA4775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4775!SPC SC       -   0.99996071  x   1.00008004  =   1.00004075
 FA4775!UTM  17      -   0.99996071  x   0.99969748  =   0.99965820
 FA4775
 FA4775                          SUPERSEDED SURVEY CONTROL
 FA4775
 FA4775  NAD 83(1995)-  35 02 24.08713(N)    081 58 30.26790(W) AD(       ) 1
 FA4775  ELLIP H (12/20/99)  250.31   (m)                       GP(       ) 4 1
 FA4775  NAD 83(1986)-  35 02 24.09757(N)    081 58 30.27241(W) AD(       ) 1
 FA4775
 FA4775.Superseded values are not recommended for survey control.
 FA4775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4775.See file dsdata.txt to determine how the superseded data were derived.
 FA4775
 FA4775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1106577916(NAD 83)
 FA4775_MARKER: DD = SURVEY DISK
 FA4775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4775_SP_SET: CONCRETE POST
 FA4775_STAMPING: 42 452 1989
 FA4775_MARK LOGO: SCGS  
 FA4775_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4775+STABILITY: SURFACE MOTION
 FA4775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4775+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 FA4775
 FA4775  HISTORY     - Date     Condition        Report By
 FA4775  HISTORY     - 1989     MONUMENTED       SCGS
 FA4775  HISTORY     - 19900427 GOOD
 FA4775
 FA4775                          STATION DESCRIPTION
 FA4775
 FA4775'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4775'STATION IS LOCATED IN BOILING SPRINGS.  OWNERSHIP--HARDEES OF BOILING
 FA4775'SPRINGS, 3112 BOILING SPRINGS ROAD, BOILING SPRINGS, SC 29316, PHONE
 FA4775'803-578-6228.
 FA4775'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 79 (VALLEY FALLS
 FA4775'ROAD) AND STATE HIGHWAY 9 (0.9 MILE SOUTHEAST OF BOILING SPRINGS), GO
 FA4775'NORTHWEST ON HIGHWAY 9 FOR 0.25 MILE TO THE JUNCTION OF SWAIN STREET,
 FA4775'CONTINUE ON HIGHWAY 9 FOR 0.05 MILE TO A FAST FOOD RESTAURANT
 FA4775'(HARDEES) AND THE STATION ON THE RIGHT, ON THE NORTHWEST SIDE OF THE
 FA4775'BUILDING.
 FA4775'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FA4775'HIGHWAY, 15.1 FEET NORTHEAST OF A 1-FOOT BY 1-FOOT STEEL SIGN POST
 FA4775'(HARDEES), 2.5 FEET NORTH NORTHWEST OF THE WEST CORNER OF THE BASE OF
 FA4775'A 5-INCH BY 5-INCH STEEL LIGHT, 36.0 FEET EAST NORTHEAST OF A POWER
 FA4775'POLE 110970/048257, 106.5 FEET WEST OF THE WEST CORNER OF THE
 FA4775'RESTAURANT, 36.6 FEET EAST NORTHEAST OF A WITNESS POST.
 FA4775'DESCRIBED BY D.L. FERGUSON.
 FA4775
 FA4775                          STATION RECOVERY (1990)
 FA4775
 FA4775'RECOVERED 1990
 FA4775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3754 ***********************************************************************
 FB3754  DESIGNATION -  42 453
 FB3754  PID         -  FB3754
 FB3754  STATE/COUNTY-  SC/SPARTANBURG
 FB3754  USGS QUAD   -  INMAN (1983)
 FB3754
 FB3754                         *CURRENT SURVEY CONTROL
 FB3754  ___________________________________________________________________
 FB3754* NAD 83(2001)-  35 01 56.66328(N)    082 01 12.36143(W)     ADJUSTED  
 FB3754* NAVD 88     -       257.8    (meters)     846.     (feet)  GPS OBS   
 FB3754  ___________________________________________________________________
 FB3754  X           -     725,856.930 (meters)                     COMP
 FB3754  Y           -  -5,177,920.193 (meters)                     COMP
 FB3754  Z           -   3,640,941.196 (meters)                     COMP
 FB3754  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FB3754  ELLIP HEIGHT-         226.21  (meters)          (03/27/03) GPS OBS
 FB3754  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FB3754
 FB3754  HORZ ORDER  -  FIRST
 FB3754  ELLP ORDER  -  FOURTH    CLASS II
 FB3754
 FB3754.The horizontal coordinates were established by GPS observations
 FB3754.and adjusted by the National Geodetic Survey in March 2003..
 FB3754
 FB3754.The orthometric height was determined by GPS observations and a
 FB3754.high-resolution geoid model.
 FB3754
 FB3754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3754
 FB3754.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3754
 FB3754.The ellipsoidal height was determined by GPS observations
 FB3754.and is referenced to NAD 83.
 FB3754
 FB3754.The geoid height was determined by GEOID03.
 FB3754
 FB3754;                    North         East     Units Scale Factor Converg.
 FB3754;SPC SC       -   355,251.539   516,507.988   MT  1.00007686   -0 33 56.0
 FB3754;SPC SC       - 1,165,523.42  1,694,580.01   iFT  1.00007686   -0 33 56.0
 FB3754;UTM  17      - 3,877,112.360   406,949.175   MT  0.99970671   -0 35 08.2
 FB3754
 FB3754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3754!SPC SC       -   0.99996449  x   1.00007686  =   1.00004135
 FB3754!UTM  17      -   0.99996449  x   0.99970671  =   0.99967121
 FB3754
 FB3754                          SUPERSEDED SURVEY CONTROL
 FB3754
 FB3754  NAD 83(1995)-  35 01 56.66381(N)    082 01 12.36057(W) AD(       ) 1
 FB3754  ELLIP H (12/20/99)  226.22   (m)                       GP(       ) 4 1
 FB3754  NAD 83(1986)-  35 01 56.67411(N)    082 01 12.36495(W) AD(       ) 1
 FB3754
 FB3754.Superseded values are not recommended for survey control.
 FB3754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3754.See file dsdata.txt to determine how the superseded data were derived.
 FB3754
 FB3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0694977112(NAD 83)
 FB3754_MARKER: DD = SURVEY DISK
 FB3754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3754_SP_SET: CONCRETE POST
 FB3754_STAMPING: 42 453 1989
 FB3754_MARK LOGO: SCGS  
 FB3754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3754+STABILITY: SURFACE MOTION
 FB3754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3754+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 FB3754
 FB3754  HISTORY     - Date     Condition        Report By
 FB3754  HISTORY     - 1989     MONUMENTED       SCGS
 FB3754  HISTORY     - 19900516 GOOD
 FB3754
 FB3754                          STATION DESCRIPTION
 FB3754
 FB3754'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3754'STATION IS LOCATED 2.35 MILES WEST SOUTHWEST OF BOILING SPRINGS.
 FB3754'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3754'COLUMBIA, SC 29202, PHONE 803-737-1314.
 FB3754'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 176
 FB3754'AND INTERSTATE 26 (3.3 MILFS SOUTHEAST OF INMAN), GO SOUTHEAST ON
 FB3754'HIGHWAY 176 FOR 0.65 MILE TO THE JUNCTION OF STATE ROAD 56 (OLD
 FB3754'FURNACE ROAD), TURN LEFT ON ROAD 56 FOR 0.85 MILE TO THE JUNCTION OF
 FB3754'SUGAR RIDGE ROAD, TURN LEFT ON SUGAR RIDGE ROAD FOR 0.05 MILE TO THE
 FB3754'STATION ON THE LEFT.
 FB3754'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE
 FB3754'THE ROAD, 77.2 FEET SOUTH SOUTHEAST OF THE CENTER OF A SAND DRIVEWAY
 FB3754'TO A WOODEN H0USE, 111.6 FFET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FB3754'THE WOODEN HOUSE, 24.0 FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 FB3754'86.8 FEET SOUTHWEST OF A LONE 4-INCH PECAN TREE, 2.0 FEET NORTH
 FB3754'NORTHWEST OF A WITNESS POST.
 FB3754'DESCRIBED BY J.R. WERNER.
 FB3754
 FB3754                          STATION RECOVERY (1990)
 FB3754
 FB3754'RECOVERED 1990
 FB3754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3755 ***********************************************************************
 FB3755  DESIGNATION -  42 454
 FB3755  PID         -  FB3755
 FB3755  STATE/COUNTY-  SC/SPARTANBURG
 FB3755  USGS QUAD   -  INMAN (1983)
 FB3755
 FB3755                         *CURRENT SURVEY CONTROL
 FB3755  ___________________________________________________________________
 FB3755* NAD 83(2001)-  35 03 33.64260(N)    082 00 44.66561(W)     ADJUSTED  
 FB3755* NAVD 88     -       270.7    (meters)     888.     (feet)  GPS OBS   
 FB3755  ___________________________________________________________________
 FB3755  X           -     726,315.151 (meters)                     COMP
 FB3755  Y           -  -5,176,133.489 (meters)                     COMP
 FB3755  Z           -   3,643,395.395 (meters)                     COMP
 FB3755  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FB3755  ELLIP HEIGHT-         239.01  (meters)          (03/27/03) GPS OBS
 FB3755  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FB3755
 FB3755  HORZ ORDER  -  FIRST
 FB3755  ELLP ORDER  -  FOURTH    CLASS II
 FB3755
 FB3755.The horizontal coordinates were established by GPS observations
 FB3755.and adjusted by the National Geodetic Survey in March 2003..
 FB3755
 FB3755.The orthometric height was determined by GPS observations and a
 FB3755.high-resolution geoid model.
 FB3755
 FB3755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3755
 FB3755.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3755
 FB3755.The ellipsoidal height was determined by GPS observations
 FB3755.and is referenced to NAD 83.
 FB3755
 FB3755.The geoid height was determined by GEOID03.
 FB3755
 FB3755;                    North         East     Units Scale Factor Converg.
 FB3755;SPC SC       -   358,233.356   517,239.316   MT  1.00008820   -0 33 40.6
 FB3755;SPC SC       - 1,175,306.29  1,696,979.38   iFT  1.00008820   -0 33 40.6
 FB3755;UTM  17      - 3,880,092.796   407,681.278   MT  0.99970504   -0 34 53.7
 FB3755
 FB3755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3755!SPC SC       -   0.99996248  x   1.00008820  =   1.00005068
 FB3755!UTM  17      -   0.99996248  x   0.99970504  =   0.99966754
 FB3755
 FB3755                          SUPERSEDED SURVEY CONTROL
 FB3755
 FB3755  NAD 83(1995)-  35 03 33.64346(N)    082 00 44.66466(W) AD(       ) 1
 FB3755  ELLIP H (12/20/99)  239.01   (m)                       GP(       ) 4 1
 FB3755  NAD 83(1986)-  35 03 33.65354(N)    082 00 44.66927(W) AD(       ) 1
 FB3755
 FB3755.Superseded values are not recommended for survey control.
 FB3755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3755.See file dsdata.txt to determine how the superseded data were derived.
 FB3755
 FB3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0768180093(NAD 83)
 FB3755_MARKER: DD = SURVEY DISK
 FB3755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3755_SP_SET: CONCRETE POST
 FB3755_STAMPING: 42 454 1989
 FB3755_MARK LOGO: SCGS  
 FB3755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3755+STABILITY: SURFACE MOTION
 FB3755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3755+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 FB3755
 FB3755  HISTORY     - Date     Condition        Report By
 FB3755  HISTORY     - 1989     MONUMENTED       SCGS
 FB3755  HISTORY     - 19900504 GOOD
 FB3755
 FB3755                          STATION DESCRIPTION
 FB3755
 FB3755'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3755'STATION IS LOCATED 1.85 MILES
 FB3755'NORTHWESTOFBOILINGSPRINGS.OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3755'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3755'803-737-1314.
 FB3755'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 292
 FB3755'(2.8 MILES SOUTH OF NEW PROSPECT), GO SOUTHEAST ON HIGHWAY 9 FOR 2.25
 FB3755'MILES TO THE JUNCTION OF SFAY ROAD, TURN RIGHT ON SEAY ROAD FOR 0.8
 FB3755'MILE TO THE JUNCTION OF CLARK ROAD AND THE STATION NEAR A POWER POLE
 FB3755'WITH THREE TRANSFORMERS IN THE SOUTHWEST ANGLE OF THE JUNCTION.
 FB3755'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 FB3755'THE ROADS, 46.5 FEET SOUTH SOUTHWEST OF THE CENTER OF CLARK ROAD,
 FB3755'25.0 FEET WEST OF THE CENTFR OF SEAY ROAD, 5.3 FEET NORTH NORTHWEST
 FB3755'OF THE POWER POLE, 4.0 FEET EAST OF A BARBED WIRE FENCE LINE, 3.5
 FB3755'FEET EAST OF A WITNESS POST.
 FB3755'DESCRIBED BY J.R. WERNER.
 FB3755
 FB3755                          STATION RECOVERY (1990)
 FB3755
 FB3755'RECOVERED 1990
 FB3755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3756 ***********************************************************************
 FB3756  DESIGNATION -  42 455
 FB3756  PID         -  FB3756
 FB3756  STATE/COUNTY-  SC/SPARTANBURG
 FB3756  USGS QUAD   -  INMAN (1983)
 FB3756
 FB3756                         *CURRENT SURVEY CONTROL
 FB3756  ___________________________________________________________________
 FB3756* NAD 83(2001)-  35 04 14.42002(N)    082 03 10.66244(W)     ADJUSTED  
 FB3756* NAVD 88     -       279.3    (meters)     916.     (feet)  GPS OBS   
 FB3756  ___________________________________________________________________
 FB3756  X           -     722,552.389 (meters)                     COMP
 FB3756  Y           -  -5,175,938.199 (meters)                     COMP
 FB3756  Z           -   3,644,428.928 (meters)                     COMP
 FB3756  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FB3756  ELLIP HEIGHT-         247.59  (meters)          (03/27/03) GPS OBS
 FB3756  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 FB3756
 FB3756  HORZ ORDER  -  FIRST
 FB3756  ELLP ORDER  -  FOURTH    CLASS II
 FB3756
 FB3756.The horizontal coordinates were established by GPS observations
 FB3756.and adjusted by the National Geodetic Survey in March 2003..
 FB3756
 FB3756.The orthometric height was determined by GPS observations and a
 FB3756.high-resolution geoid model.
 FB3756
 FB3756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3756
 FB3756.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3756
 FB3756.The ellipsoidal height was determined by GPS observations
 FB3756.and is referenced to NAD 83.
 FB3756
 FB3756.The geoid height was determined by GEOID03.
 FB3756
 FB3756;                    North         East     Units Scale Factor Converg.
 FB3756;SPC SC       -   359,527.018   513,552.491   MT  1.00009304   -0 35 01.5
 FB3756;SPC SC       - 1,179,550.58  1,684,883.50   iFT  1.00009304   -0 35 01.5
 FB3756;UTM  17      - 3,881,387.303   403,996.329   MT  0.99971359   -0 36 18.2
 FB3756
 FB3756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3756!SPC SC       -   0.99996114  x   1.00009304  =   1.00005417
 FB3756!UTM  17      -   0.99996114  x   0.99971359  =   0.99967474
 FB3756
 FB3756                          SUPERSEDED SURVEY CONTROL
 FB3756
 FB3756  NAD 83(1995)-  35 04 14.42088(N)    082 03 10.66140(W) AD(       ) 1
 FB3756  ELLIP H (12/20/99)  247.59   (m)                       GP(       ) 4 1
 FB3756  NAD 83(1986)-  35 04 14.43093(N)    082 03 10.66601(W) AD(       ) 1
 FB3756
 FB3756.Superseded values are not recommended for survey control.
 FB3756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3756.See file dsdata.txt to determine how the superseded data were derived.
 FB3756
 FB3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0399681387(NAD 83)
 FB3756_MARKER: DD = SURVEY DISK
 FB3756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3756_SP_SET: CONCRETE POST
 FB3756_STAMPING: 42 455 1989
 FB3756_MARK LOGO: SCGS  
 FB3756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3756+STABILITY: SURFACE MOTION
 FB3756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3756+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 FB3756
 FB3756  HISTORY     - Date     Condition        Report By
 FB3756  HISTORY     - 1989     MONUMENTED       SCGS
 FB3756  HISTORY     - 19900517 GOOD
 FB3756
 FB3756                          STATION DESCRIPTION
 FB3756
 FB3756'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3756'STATION IS LOCATED 2.6 MILFS NORTHEAST OF INMAN.  OWNERSHIP--SCDHPT,
 FB3756'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3756'803-737-1314.
 FB3756'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 292
 FB3756'AND INTERSTATE 26 (2.75 MILES NORTHEAST OF INMAN), GO NORTHEAST ON
 FB3756'HIGHWAY 292 FOR 0.1 MILE TO THE JUNCTION OF FRONTVIEW DRIVE, TURN
 FB3756'RIGHT ON FRONTVIEW FOR 0.4 MILE TO THE JUNCTION OF SENN ROAD, TURN
 FB3756'RIGHT ON SENN ROAD FOR 0.65 MILE TO THE JUNCTION OF WILSON ROAD, TURN
 FB3756'RIGHT ON WILSON ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT NEAR
 FB3756'THE NORTHEAST CORNER OF THF OVERPASS BRIDGE OF INTERSTATE 26.
 FB3756'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 FB3756'THE ROAD, 18.0 FEET NORTH OF THE CENTER OF THE ROAD, 5.0 FEET
 FB3756'NORTHEAST OF THE NORTHEAST CORNER OF THE OVERPASS, 7.2 FEET SOUTHEAST
 FB3756'OF THE NORTH END OF A WINGWALL AT THE NORTHEAST CORNER OF THE
 FB3756'OVERPASS, 10.6 FEET WEST NORTHWEST OF THE 2ND GUARD RAIL POST WITH A
 FB3756'SCGS REFERENCE WASHER ATTACHED EAST OF THE OVERPASS, 3.0 FEET
 FB3756'NORTHEAST OF A WITNESS POST.
 FB3756'DESCRIBED BY J.R. WERNER.
 FB3756
 FB3756                          STATION RECOVERY (1990)
 FB3756
 FB3756'RECOVERED 1990
 FB3756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3758 ***********************************************************************
 FB3758  DESIGNATION -  42 457
 FB3758  PID         -  FB3758
 FB3758  STATE/COUNTY-  SC/SPARTANBURG
 FB3758  USGS QUAD   -  INMAN (1983)
 FB3758
 FB3758                         *CURRENT SURVEY CONTROL
 FB3758  ___________________________________________________________________
 FB3758* NAD 83(2001)-  35 05 53.50341(N)    082 06 42.12003(W)     ADJUSTED  
 FB3758* NAVD 88     -       267.3    (meters)     877.     (feet)  GPS OBS   
 FB3758  ___________________________________________________________________
 FB3758  X           -     717,003.529 (meters)                     COMP
 FB3758  Y           -  -5,174,927.893 (meters)                     COMP
 FB3758  Z           -   3,646,920.764 (meters)                     COMP
 FB3758  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FB3758  ELLIP HEIGHT-         235.52  (meters)          (03/27/03) GPS OBS
 FB3758  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FB3758
 FB3758  HORZ ORDER  -  FIRST
 FB3758  ELLP ORDER  -  FOURTH    CLASS II
 FB3758
 FB3758.The horizontal coordinates were established by GPS observations
 FB3758.and adjusted by the National Geodetic Survey in March 2003..
 FB3758
 FB3758.The orthometric height was determined by GPS observations and a
 FB3758.high-resolution geoid model.
 FB3758
 FB3758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3758
 FB3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3758
 FB3758.The ellipsoidal height was determined by GPS observations
 FB3758.and is referenced to NAD 83.
 FB3758
 FB3758.The geoid height was determined by GEOID03.
 FB3758
 FB3758;                    North         East     Units Scale Factor Converg.
 FB3758;SPC SC       -   362,636.734   508,227.645   MT  1.00010495   -0 36 58.8
 FB3758;SPC SC       - 1,189,753.06  1,667,413.53   iFT  1.00010495   -0 36 58.8
 FB3758;UTM  17      - 3,884,497.894   398,674.701   MT  0.99972653   -0 38 21.3
 FB3758
 FB3758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3758!SPC SC       -   0.99996303  x   1.00010495  =   1.00006798
 FB3758!UTM  17      -   0.99996303  x   0.99972653  =   0.99968957
 FB3758
 FB3758                          SUPERSEDED SURVEY CONTROL
 FB3758
 FB3758  NAD 83(1995)-  35 05 53.50426(N)    082 06 42.11883(W) AD(       ) 1
 FB3758  ELLIP H (12/20/99)  235.53   (m)                       GP(       ) 4 1
 FB3758  NAD 83(1986)-  35 05 53.51439(N)    082 06 42.12357(W) AD(       ) 1
 FB3758
 FB3758.Superseded values are not recommended for survey control.
 FB3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3758.See file dsdata.txt to determine how the superseded data were derived.
 FB3758
 FB3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9867584498(NAD 83)
 FB3758_MARKER: DD = SURVEY DISK
 FB3758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3758_SP_SET: CONCRETE POST
 FB3758_STAMPING: 42 457 1989
 FB3758_MARK LOGO: SCGS  
 FB3758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3758+STABILITY: SURFACE MOTION
 FB3758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3758+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1990
 FB3758
 FB3758  HISTORY     - Date     Condition        Report By
 FB3758  HISTORY     - 1989     MONUMENTED       SCGS
 FB3758  HISTORY     - 19900626 GOOD
 FB3758
 FB3758                          STATION DESCRIPTION
 FB3758
 FB3758'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3758'STATION IS LOCATED 2.5 MILFS SOUTHEAST OF CAMPOBELLO.
 FB3758'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3758'COLUMBIA, SC 29202, PHONE 803-737-1314.
 FB3758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (SOUTH MAIN
 FB3758'STREET) AND STATE HIGHWAY 357 (HOLLY SPRINGS ROAD) IN CAMPOBELLO, GO
 FB3758'SOUTH ON HIGHWAY 176 FOR 0.5 MILE TO THE JUNCTION OF STATE ROAD 866
 FB3758'(BLUERIDGE STREET), TURN LFFT ON ROAD 866 FOR 0.7 MILE TO THE
 FB3758'JUNCTION OF STATE ROAD 253 (OLD MILL ROAD), TURN LEFT ON ROAD 253 FOR
 FB3758'1.7 MILES TO THE JUNCTION OF DICKSON ROAD, TURN LEFT ON DICKSON ROAD
 FB3758'FOR 0.1 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 FB3758'EAST ANGLE OF A SAND DRIVEWAY LEADING TO A WOODEN HOUSE.
 FB3758'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 FB3758'THE ROAD, 43.0 FEET WEST NORTHWEST OF A LONE 24-INCH PINE TREE, 27.5
 FB3758'FEET SOUTHEAST OF THE CENTFR OF THE ROAD, 32.5 FEET NORTH NORTHEAST
 FB3758'OF THE CENTER OF THE DRIVEWAY, 19.6 FEET NORTH NORTHWEST OF THE POWER
 FB3758'POLE IDA10 WITH TWO GUY WIRES AND A TRANSFORMER, 10.2 FEET NORTH
 FB3758'NORTHEAST OF A TELEPHONE JUNCTION BOX 3241/006, 3.0 FEET NORTHEAST OF
 FB3758'A WITNESS POST.
 FB3758'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 FB3758'DESCRIBED BY J.R. WERNER.
 FB3758
 FB3758                          STATION RECOVERY (1990)
 FB3758
 FB3758'RECOVERED 1990
 FB3758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3759 ***********************************************************************
 FB3759  DESIGNATION -  42 458
 FB3759  PID         -  FB3759
 FB3759  STATE/COUNTY-  SC/SPARTANBURG
 FB3759  USGS QUAD   -  CAMPOBELLO (1983)
 FB3759
 FB3759                         *CURRENT SURVEY CONTROL
 FB3759  ___________________________________________________________________
 FB3759* NAD 83(2001)-  35 04 46.56151(N)    082 08 00.98855(W)     ADJUSTED  
 FB3759* NAVD 88     -       298.0    (meters)     978.     (feet)  GPS OBS   
 FB3759  ___________________________________________________________________
 FB3759  X           -     715,190.521 (meters)                     COMP
 FB3759  Y           -  -5,176,401.390 (meters)                     COMP
 FB3759  Z           -   3,645,250.340 (meters)                     COMP
 FB3759  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 FB3759  ELLIP HEIGHT-         266.29  (meters)          (03/27/03) GPS OBS
 FB3759  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FB3759
 FB3759  HORZ ORDER  -  FIRST
 FB3759  ELLP ORDER  -  FOURTH    CLASS II
 FB3759
 FB3759.The horizontal coordinates were established by GPS observations
 FB3759.and adjusted by the National Geodetic Survey in March 2003..
 FB3759
 FB3759.The orthometric height was determined by GPS observations and a
 FB3759.high-resolution geoid model.
 FB3759
 FB3759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3759
 FB3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3759
 FB3759.The ellipsoidal height was determined by GPS observations
 FB3759.and is referenced to NAD 83.
 FB3759
 FB3759.The geoid height was determined by GEOID03.
 FB3759
 FB3759;                    North         East     Units Scale Factor Converg.
 FB3759;SPC SC       -   360,595.383   506,207.381   MT  1.00009687   -0 37 42.5
 FB3759;SPC SC       - 1,183,055.72  1,660,785.37   iFT  1.00009687   -0 37 42.5
 FB3759;UTM  17      - 3,882,458.114   396,654.368   MT  0.99973163   -0 39 05.6
 FB3759
 FB3759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3759!SPC SC       -   0.99995820  x   1.00009687  =   1.00005507
 FB3759!UTM  17      -   0.99995820  x   0.99973163  =   0.99968984
 FB3759
 FB3759                          SUPERSEDED SURVEY CONTROL
 FB3759
 FB3759  NAD 83(1995)-  35 04 46.56223(N)    082 08 00.98729(W) AD(       ) 1
 FB3759  ELLIP H (12/20/99)  266.30   (m)                       GP(       ) 4 1
 FB3759  NAD 83(1986)-  35 04 46.57252(N)    082 08 00.99217(W) AD(       ) 1
 FB3759
 FB3759.Superseded values are not recommended for survey control.
 FB3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3759.See file dsdata.txt to determine how the superseded data were derived.
 FB3759
 FB3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9665482458(NAD 83)
 FB3759_MARKER: DD = SURVEY DISK
 FB3759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3759_SP_SET: CONCRETE POST
 FB3759_STAMPING: 42 458 1989
 FB3759_MARK LOGO: SCGS  
 FB3759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3759+STABILITY: SURFACE MOTION
 FB3759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3759+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1990
 FB3759
 FB3759  HISTORY     - Date     Condition        Report By
 FB3759  HISTORY     - 1989     MONUMENTED       SCGS
 FB3759  HISTORY     - 19900626 GOOD
 FB3759
 FB3759                          STATION DESCRIPTION
 FB3759
 FB3759'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3759'STATION IS LOCATED IN GRAMLING.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3759'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3759'803-737-1314.
 FB3759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (SOUTH MAIN
 FB3759'STREET) AND STATE HIGHWAY 357 (HOLLY SPRINGS ROAD) IN CAMPOBELLO, GO
 FB3759'SOUTH ON HIGHWAY 176 FOR 3.0 MILES TO THE STATION ON THE RIGHT NEAR A
 FB3759'BRICK SIGN IN FRONT OF THE GRAMLING UNITED METHODIST CHURCH, 0.05
 FB3759'MILE NORTH OF THE JUNCTION OF STATE ROAD 866.
 FB3759'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3759'HIGHWAY, 53.4 FEET SOUTH SOUTHEAST OF THE CENTER OF THE NORTH
 FB3759'ENTRANCE TO THE CHURCH, 170.6 FEET EAST NORTHEAST OF THE SOUTHEAST
 FB3759'CORNER OF THE CHURCH, 38.2 FEET WEST SOUTHWEST OF THE CENTER OF THE
 FB3759'HIGHWAY, 33.8 FEET NORTH NORTHWEST OF THE CENTER OF THE SOUTH
 FB3759'ENTRANCE TO THE CHURCH, 5.3 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FB3759'EAST PILLAR OF THE CHURCH SIGN.
 FB3759'DESCRIBED BY J.R. WERNER.
 FB3759
 FB3759                          STATION RECOVERY (1990)
 FB3759
 FB3759'RECOVERED 1990
 FB3759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3739 ***********************************************************************
 FB3739  CBN         -  This is a Cooperative Base Network Control Station.
 FB3739  DESIGNATION -  42 460
 FB3739  PID         -  FB3739
 FB3739  STATE/COUNTY-  SC/SPARTANBURG
 FB3739  USGS QUAD   -  LANDRUM (1987)
 FB3739
 FB3739                         *CURRENT SURVEY CONTROL
 FB3739  ___________________________________________________________________
 FB3739* NAD 83(2001)-  35 07 44.56771(N)    082 12 05.40250(W)     ADJUSTED  
 FB3739* NAVD 88     -       291.356  (meters)     955.89   (feet)  ADJUSTED  
 FB3739  ___________________________________________________________________
 FB3739  X           -     708,627.430 (meters)                     COMP
 FB3739  Y           -  -5,174,114.286 (meters)                     COMP
 FB3739  Z           -   3,649,734.600 (meters)                     COMP
 FB3739  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 FB3739  ELLIP HEIGHT-         259.69  (meters)          (01/30/03) GPS OBS
 FB3739  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FB3739  DYNAMIC HT  -         291.060 (meters)     954.92  (feet)  COMP
 FB3739  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 FB3739
 FB3739  HORZ ORDER  -  B
 FB3739  VERT ORDER  -  FIRST     CLASS II
 FB3739  ELLP ORDER  -  FOURTH    CLASS II
 FB3739
 FB3739.The horizontal coordinates were established by GPS observations
 FB3739.and adjusted by the National Geodetic Survey in January 2003..
 FB3739
 FB3739.The orthometric height was determined by differential leveling
 FB3739.and adjusted by the National Geodetic Survey in August 1993..
 FB3739
 FB3739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3739
 FB3739.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3739
 FB3739.The ellipsoidal height was determined by GPS observations
 FB3739.and is referenced to NAD 83.
 FB3739
 FB3739.The geoid height was determined by GEOID03.
 FB3739
 FB3739.The dynamic height is computed by dividing the NAVD 88
 FB3739.geopotential number by the normal gravity value computed on the
 FB3739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3739.degrees latitude (g = 980.6199 gals.).
 FB3739
 FB3739.The modeled gravity was interpolated from observed gravity values.
 FB3739
 FB3739;                    North         East     Units Scale Factor Converg.
 FB3739;SPC SC       -   366,151.240   500,079.159   MT  1.00011858   -0 39 58.0
 FB3739;SPC SC       - 1,201,283.60  1,640,679.66   iFT  1.00011858   -0 39 58.0
 FB3739;SPC NC       -   157,681.874   317,888.747   MT  0.99987487   -1 50 52.1
 FB3739;SPC NC       -   517,327.95  1,042,940.00   sFT  0.99987487   -1 50 52.1
 FB3739;UTM  17      - 3,888,014.513   390,530.748   MT  0.99974769   -0 41 29.2
 FB3739
 FB3739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3739!SPC SC       -   0.99995924  x   1.00011858  =   1.00007781
 FB3739!SPC NC       -   0.99995924  x   0.99987487  =   0.99983411
 FB3739!UTM  17      -   0.99995924  x   0.99974769  =   0.99970694
 FB3739
 FB3739                          SUPERSEDED SURVEY CONTROL
 FB3739
 FB3739  NAD 83(1995)-  35 07 44.56777(N)    082 12 05.40223(W) AD(       ) B
 FB3739  ELLIP H (09/11/96)  259.70   (m)                       GP(       ) 4 1
 FB3739  NAD 83(1986)-  35 07 44.57858(N)    082 12 05.40749(W) AD(       ) 1
 FB3739  NAVD 88 (09/11/96)  291.36   (m)          955.9    (f) LEVELING    3  
 FB3739  NGVD 29 (12/12/91)  291.427  (m)          956.12   (f) ADJUSTED    1 2
 FB3739
 FB3739.Superseded values are not recommended for survey control.
 FB3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3739.See file dsdata.txt to determine how the superseded data were derived.
 FB3739
 FB3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9053188015(NAD 83)
 FB3739_MARKER: DD = SURVEY DISK
 FB3739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3739_SP_SET: CONCRETE POST
 FB3739_STAMPING: 42 460 1989
 FB3739_MARK LOGO: SCGS  
 FB3739_PROJECTION: FLUSH
 FB3739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3739+STABILITY: SURFACE MOTION
 FB3739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3739+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 FB3739
 FB3739  HISTORY     - Date     Condition        Report By
 FB3739  HISTORY     - 1989     MONUMENTED       SCGS
 FB3739  HISTORY     - 19910715 GOOD             SCGS
 FB3739  HISTORY     - 19921202 GOOD             SCGS
 FB3739  HISTORY     - 19950202 GOOD             SCGS
 FB3739  HISTORY     - 20000314 GOOD             SCGS
 FB3739  HISTORY     - 20000712 GOOD             SCGS
 FB3739  HISTORY     - 20020210 GOOD             JCLS
 FB3739  HISTORY     - 20040819 GOOD             WOOLPT
 FB3739
 FB3739                          STATION DESCRIPTION
 FB3739
 FB3739'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3739'STATION IS LOCATED 3.0 MILES WEST NORTHWEST OF CAMPOBELLO, 3.2 MILES
 FB3739'SOUTHWEST OF LANDRUM.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3739'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3739'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FB3739'HIGHWAY 176 (NORTH MAIN STREET) AND STATE HIGHWAY 11 (CHEROKEE
 FB3739'FOOTHILLS SCENIC HIGHWAY) AT THE WEST EDGE OF CAMPOBELLO, GO WEST ON
 FB3739'HIGHWAY 11 FOR 2.7 MILES TO THE JUNCTION OF STATE ROAD 184 (GIBSON
 FB3739'ROAD), TURN RIGHT ON ROAD 184 FOR 0.8 MILE TO THE STATION ON THE
 FB3739'RIGHT NEAR A POWER POLE WITH TWO GUY WIRES AT A GRAVEL DRIVE LEFT.
 FB3739'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 FB3739'THE ROAD, 13.7 FEET NORTH NORTHWEST OF THE POWER POLE, 25.0 FEET
 FB3739'SOUTHWEST OF THE EXTENDED CENTER OF A GRAVEL DRIVE, 65.2 FEET SOUTH
 FB3739'OF A TELEPHONE JUNCTION BOX 4401/049, 11.6 FEET SOUTH SOUTHEAST OF
 FB3739'THE SOUTH CORNER OF A CONCRETE BRICK CATCH BASIN FOR 2 CONCRETE PIPE
 FB3739'CULVERTS, 11.6 FEET EAST NORTHEAST OF TELEPHONE JUNCTION BOX
 FB3739'4401/048, 27.7 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 6.8 FEET
 FB3739'WEST SOUTHWEST OF A WITNESS POST.  RECOVERED BY T. HALL.
 FB3739'STATION IS LOCATED 3.1 MILFS WEST NORTHWEST OF CAMPOBELLO AND 3.25
 FB3739'MILES SOUTH SOUTHWEST OF LANDRUM.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3739'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3739'803-737-1314.
 FB3739'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (NORTH MAIN
 FB3739'STREET) AND STATE HIGHWAY 11 IN CAMPOBELLO, GO WEST ON HIGHWAY 11 FOR
 FB3739'2.9 MILES TO THE JUNCTION OF STATE ROAD 184 (GIBSON ROAD), TURN RIGHT
 FB3739'ON ROAD 184 FOR 0.65 MILE TO THE JUNCTION OF HARVEY GOSNELL ROAD
 FB3739'1-3034, CONTINUE ON ROAD 184 FOR 0.25 MILE TO THE STATION ON THE
 FB3739'RIGHT NEAR A POWER POLE WITH TWO GUY WIRES.
 FB3739'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 FB3739'THE ROAD, 13.1 FEET NORTH NORTHWEST OF A POWER POLE, 26.0 FEET
 FB3739'SOUTHWEST OF THE EXTENDED CENTER OF A SAND DRIVE, 28.0 FEET SOUTHEAST
 FB3739'OF THE CENTER OF THE ROAD, 11.7 FEET NORTHEAST OF A JUNCTION BOX
 FB3739'NUMBER 4401048, 3.4 FEET NORTHWEST OF A WIRE FENCE, 6.7 FEET WEST
 FB3739'SOUTHWEST OF A WITNESS POST.
 FB3739'DESCRIBED BY J.R. WERNER.
 FB3739
 FB3739                          STATION RECOVERY (1992)
 FB3739
 FB3739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB3739'STATION IS LOCATED 3.1 MILES (5.0 KM) WEST NORTHWEST OF CAMPOBELLO AND
 FB3739'3.25 MILES (5.23 KM) SOUTH SOUTHWEST OF LANDRUM. OWNERSHIP--SCDHPT,
 FB3739'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3739'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FB3739'176 (NORTH MAIN STREET) AND STATE HIGHWAY 11 IN CAMPOBELLO, GO WEST ON
 FB3739'HIGHWAY 11 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE ROAD 184
 FB3739'(GIBSON ROAD), TURN RIGHT ON ROAD 184 FOR 0.65 MILE (1.05 KM) TO THE
 FB3739'JUNCTION OF HARVEY GOSNELL ROAD 1-3034, CONTINUE ON ROAD 184 FOR 0.25
 FB3739'MILE (0.40 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE WITH TWO
 FB3739'GUY WIRES. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 FB3739'FOOT (0.3 M) BELOW THE ROAD, 13.7 FEET (4.2 M) NORTH NORTHWEST OF A
 FB3739'POWER POLE, 26.0 FEET (7.9 M) SOUTHWEST OF THE EXTENDED CENTER OF A
 FB3739'SAND DRIVE, 28.0 FEET (8.5 M) EAST SOUTHEAST OF THE CENTER OF THE
 FB3739'ROAD, 11.7 FEET (3.6 M) EAST NORTHEAST OF A JUNCTION BOX NUMBER
 FB3739'4401/048, 3.4 FEET (1.0 M) NORTHWEST OF A WIRE FENCE, 6.7 FEET (2.0 M)
 FB3739'WEST SOUTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
 FB3739
 FB3739                          STATION RECOVERY (1995)
 FB3739
 FB3739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 FB3739'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF CAMPOBELLO,
 FB3739'3.2 MILES (5.1 KM) SOUTHWEST OF LANDRUM.  OWNERSHIP--SCDOT, DIRECTOR
 FB3739'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3739'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FB3739'176 (NORTH MAIN STREET) AND STATE HIGHWAY 11 (CHEROKEE FOOTHILLS
 FB3739'SCENIC HIGHWAY) AT THE WEST EDGE OF CAMPOBELLO, GO WEST ON HIGHWAY 11
 FB3739'FOR 2.7 MILES (4.3 KM) TO THE JUNCTION OF STATE ROAD 184 (GIBSON
 FB3739'ROAD), TURN RIGHT ON ROAD 184 FOR 0.6 MILE (1.0 KM) TO THE STATION ON
 FB3739'THE RIGHT NEAR A POWER POLE WITH TWO GUY WIRES AND A GRAVEL DRIVE
 FB3739'LEFT.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 FB3739'(0.3 M) BELOW THE ROAD, 13.7 FEET (4.2 M) NORTH NORTHWEST OF THE POWER
 FB3739'POLE, 25.0 FEET (7.6 M) SOUTHWEST OF THE EXTENDED CENTER OF THE GRAVEL
 FB3739'DRIVE, 65.2 FEET (19.9 M) SOUTH OF A TELEPHONE JUNCTION BOX NUMBER
 FB3739'4401/049, 11.6 FEET (3.5 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF A
 FB3739'CONCRETE AND BRICK CATCH BASIN FOR TWO CONCRETE PIPE CULVERTS, 27.7
 FB3739'FEET (8.4 M) SOUTHEAST OF THE CENTER OF THE ROAD, 6.8 FEET (2.1 M)
 FB3739'WEST SOUTHWEST OF A WITNESS POST IN THE FENCE LINE. RECOVERED BY R.W.
 FB3739'ROBERTS.
 FB3739
 FB3739                          STATION RECOVERY (2000)
 FB3739
 FB3739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3739'RECOVERED AS DESCRIBED.
 FB3739
 FB3739                          STATION RECOVERY (2000)
 FB3739
 FB3739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3739'STATION IS LOCATED 1.6 MILES (2.6 KM) NORTHEAST OF GOWENSVILLE, 19.7
 FB3739'MILES (31.7 KM) NORTHWEST OF SPARTANBURG.  OWNERSHIP--SCDOT, DIRECTOR
 FB3739'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3739'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB3739'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 14 IN GOWENSVILLE,
 FB3739'GO EAST ON HIGHWAY 11 FOR 0.4 MILE (0.6 KM) TO THE
 FB3739'GREENVILLE/SPARTANBURG COUNTY LINE, CONTINUE ON HIGHWAY 11 FOR 0.95
 FB3739'MILE (1.53 KM) TO THE JUNCTION OF STATE ROAD 184 (GIBSON ROAD) LEFT,
 FB3739'TURN LEFT ON ROAD 184 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE
 FB3739'RIGHT NEAR A POWER POLE OPPOSITE HOUSE NUMBER 460.  STATION IS A
 FB3739'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 47.3 FEET
 FB3739'(14.4 M) EAST SOUTHEAST OF THE CENTER OF ROAD 184, 13.0 FEET (4.0 M)
 FB3739'NORTH NORTHWEST OF A POWER POLE WITH TWO GUY WIRES, 3.4 FEET (1.0 M)
 FB3739'NORTHWEST OF A 4.O-FOOT HIGH HOG WIRE FENCE LINE, 11.2 FEET (3.4 M)
 FB3739'EAST NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 4401/048, 13.7 FEET
 FB3739'(4.2 M) SOUTH OF THE CENTER OF CATCH BASIN GRATE, 6.9 FEET (2.1 M)
 FB3739'WEST SOUTHWEST OF A WITNESS POST.  RECOVERED BY D.L. BRECHLIN.
 FB3739
 FB3739                          STATION RECOVERY (2002)
 FB3739
 FB3739'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 FB3739'RECOVERED IN GOOD CONDITION.
 FB3739
 FB3739                          STATION RECOVERY (2004)
 FB3739
 FB3739'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG)
 FB3739'RECOVERED AS DESCRIBED - JTG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3761 ***********************************************************************
 FB3761  DESIGNATION -  42 461
 FB3761  PID         -  FB3761
 FB3761  STATE/COUNTY-  SC/SPARTANBURG
 FB3761  USGS QUAD   -  LANDRUM (1987)
 FB3761
 FB3761                         *CURRENT SURVEY CONTROL
 FB3761  ___________________________________________________________________
 FB3761* NAD 83(2001)-  35 09 49.77314(N)    082 10 55.06437(W)     ADJUSTED  
 FB3761* NAVD 88     -       305.6    (meters)    1003.     (feet)  GPS OBS   
 FB3761  ___________________________________________________________________
 FB3761  X           -     710,091.229 (meters)                     COMP
 FB3761  Y           -  -5,171,683.178 (meters)                     COMP
 FB3761  Z           -   3,652,897.972 (meters)                     COMP
 FB3761  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 FB3761  ELLIP HEIGHT-         273.91  (meters)          (03/27/03) GPS OBS
 FB3761  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FB3761
 FB3761  HORZ ORDER  -  FIRST
 FB3761  ELLP ORDER  -  FOURTH    CLASS II
 FB3761
 FB3761.The horizontal coordinates were established by GPS observations
 FB3761.and adjusted by the National Geodetic Survey in March 2003..
 FB3761
 FB3761.The orthometric height was determined by GPS observations and a
 FB3761.high-resolution geoid model.
 FB3761
 FB3761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3761
 FB3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3761
 FB3761.The ellipsoidal height was determined by GPS observations
 FB3761.and is referenced to NAD 83.
 FB3761
 FB3761.The geoid height was determined by GEOID03.
 FB3761
 FB3761;                    North         East     Units Scale Factor Converg.
 FB3761;SPC SC       -   369,989.466   501,904.203   MT  1.00013430   -0 39 19.0
 FB3761;SPC SC       - 1,213,876.20  1,646,667.33   iFT  1.00013430   -0 39 19.0
 FB3761;SPC NC       -   161,480.695   319,792.064   MT  0.99987376   -1 50 11.5
 FB3761;SPC NC       -   529,791.25  1,049,184.46   sFT  0.99987376   -1 50 11.5
 FB3761;UTM  17      - 3,891,850.466   392,356.798   MT  0.99974280   -0 40 50.8
 FB3761
 FB3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3761!SPC SC       -   0.99995701  x   1.00013430  =   1.00009130
 FB3761!SPC NC       -   0.99995701  x   0.99987376  =   0.99983077
 FB3761!UTM  17      -   0.99995701  x   0.99974280  =   0.99969982
 FB3761
 FB3761:                Primary Azimuth Mark                     Grid Az
 FB3761:SPC SC       -  42 462                                   332 17 40.0
 FB3761:SPC NC       -  42 462                                   333 28 32.5
 FB3761:UTM  17      -  42 462                                   332 19 11.8
 FB3761
 FB3761|---------------------------------------------------------------------|
 FB3761| PID    Reference Object                     Distance      Geod. Az  |
 FB3761|                                                           dddmmss.s |
 FB3761| FB3762 42 462                              APPROX. 1.4 KM 3313821.0 |
 FB3761|---------------------------------------------------------------------|
 FB3761
 FB3761                          SUPERSEDED SURVEY CONTROL
 FB3761
 FB3761  NAD 83(1995)-  35 09 49.77326(N)    082 10 55.06394(W) AD(       ) 1
 FB3761  ELLIP H (12/20/99)  273.95   (m)                       GP(       ) 4 1
 FB3761  NAD 83(1986)-  35 09 49.78427(N)    082 10 55.07011(W) AD(       ) 1
 FB3761
 FB3761.Superseded values are not recommended for survey control.
 FB3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3761.See file dsdata.txt to determine how the superseded data were derived.
 FB3761
 FB3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9235791850(NAD 83)
 FB3761_MARKER: DD = SURVEY DISK
 FB3761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3761_SP_SET: CONCRETE POST
 FB3761_STAMPING: 42 461 1989
 FB3761_MARK LOGO: SCGS  
 FB3761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3761+STABILITY: SURFACE MOTION
 FB3761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3761+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1990
 FB3761
 FB3761  HISTORY     - Date     Condition        Report By
 FB3761  HISTORY     - 1989     MONUMENTED       SCGS
 FB3761  HISTORY     - 19900628 GOOD
 FB3761
 FB3761                          STATION DESCRIPTION
 FB3761
 FB3761'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3761'STATION IS LOCATED 0.9 MILF SOUTHEAST OF LANDRUM.  OWNERSHIP--SCDHPT,
 FB3761'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3761'803-737-1314.
 FB3761'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (HOWARD
 FB3761'AVENUE) AND STATE HIGHWAY 14 (WEST RUTHERFORD STREET) IN LANDRUM, GO
 FB3761'SOUTHEAST ON HIGHWAY 176 FOR 0.75 MILE TO THE JUNCTION OF STATE ROAD
 FB3761'1526 (FINGER STREET), CONTINUE ON HIGHWAY 176 FOR 0.2 MILE TO THE
 FB3761'STATION ON THE LEFT NEAR A POWER POLE IN FRONT OF STORAGE BUILDINGS
 FB3761'(LANDRUM STOREHOUSE).
 FB3761'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET BELOW
 FB3761'THE HIGHWAY, 30.2 FEET EAST NORTHEAST OF THE CENTER OF THE HIGHWAY,
 FB3761'108.6 FEET SOUTH SOUTHEAST OF A LONE 10-INCH SWEETGUM TREE, 48.5 FEET
 FB3761'SOUTHWEST OF THE NORTHWEST CORNER OF THE NORTHERN STORAGE BUILDING,
 FB3761'57.1 FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTHERN
 FB3761'STORAGE BUILDING, 5.3 FEET NORTH NORTHWEST OF THE POWER POLE WITH A
 FB3761'SCGS REFERENCE WASHER ATTACHED, 5.7 FEET NORTH NORTHWEST OF A WITNESS
 FB3761'POST.
 FB3761'DESCRIBED BY J.R. WERNER.
 FB3761
 FB3761                          STATION RECOVERY (1990)
 FB3761
 FB3761'RECOVERED 1990
 FB3761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3762 ***********************************************************************
 FB3762  DESIGNATION -  42 462
 FB3762  PID         -  FB3762
 FB3762  STATE/COUNTY-  SC/SPARTANBURG
 FB3762  USGS QUAD   -  LANDRUM (1987)
 FB3762
 FB3762                         *CURRENT SURVEY CONTROL
 FB3762  ___________________________________________________________________
 FB3762* NAD 83(2001)-  35 10 30.55969(N)    082 11 21.87995(W)     ADJUSTED  
 FB3762* NAVD 88     -       318.9    (meters)    1046.     (feet)  GPS OBS   
 FB3762  ___________________________________________________________________
 FB3762  X           -     709,321.956 (meters)                     COMP
 FB3762  Y           -  -5,171,068.901 (meters)                     COMP
 FB3762  Z           -   3,653,933.166 (meters)                     COMP
 FB3762  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 FB3762  ELLIP HEIGHT-         287.20  (meters)          (03/27/03) GPS OBS
 FB3762  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 FB3762
 FB3762  HORZ ORDER  -  FIRST
 FB3762  ELLP ORDER  -  FOURTH    CLASS II
 FB3762
 FB3762.The horizontal coordinates were established by GPS observations
 FB3762.and adjusted by the National Geodetic Survey in March 2003..
 FB3762
 FB3762.The orthometric height was determined by GPS observations and a
 FB3762.high-resolution geoid model.
 FB3762
 FB3762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3762
 FB3762.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3762
 FB3762.The ellipsoidal height was determined by GPS observations
 FB3762.and is referenced to NAD 83.
 FB3762
 FB3762.The geoid height was determined by GEOID03.
 FB3762
 FB3762;                    North         East     Units Scale Factor Converg.
 FB3762;SPC SC       -   371,254.288   501,239.998   MT  1.00013950   -0 39 33.9
 FB3762;SPC SC       - 1,218,025.88  1,644,488.18   iFT  1.00013950   -0 39 33.9
 FB3762;SPC NC       -   162,758.606   319,154.245   MT  0.99987348   -1 50 27.0
 FB3762;SPC NC       -   533,983.86  1,047,091.89   sFT  0.99987348   -1 50 27.0
 FB3762;UTM  17      - 3,893,115.089   391,693.420   MT  0.99974456   -0 41 06.9
 FB3762
 FB3762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3762!SPC SC       -   0.99995492  x   1.00013950  =   1.00009442
 FB3762!SPC NC       -   0.99995492  x   0.99987348  =   0.99982841
 FB3762!UTM  17      -   0.99995492  x   0.99974456  =   0.99969949
 FB3762
 FB3762:                Primary Azimuth Mark                     Grid Az
 FB3762:SPC SC       -  42 461                                   152 17 39.4
 FB3762:SPC NC       -  42 461                                   153 28 32.5
 FB3762:UTM  17      -  42 461                                   152 19 12.4
 FB3762
 FB3762|---------------------------------------------------------------------|
 FB3762| PID    Reference Object                     Distance      Geod. Az  |
 FB3762|                                                           dddmmss.s |
 FB3762| FB3761 42 461                              APPROX. 1.4 KM 1513805.5 |
 FB3762|---------------------------------------------------------------------|
 FB3762
 FB3762                          SUPERSEDED SURVEY CONTROL
 FB3762
 FB3762  NAD 83(1995)-  35 10 30.55982(N)    082 11 21.87951(W) AD(       ) 1
 FB3762  ELLIP H (12/20/99)  287.24   (m)                       GP(       ) 4 1
 FB3762  NAD 83(1986)-  35 10 30.57083(N)    082 11 21.88570(W) AD(       ) 1
 FB3762
 FB3762.Superseded values are not recommended for survey control.
 FB3762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3762.See file dsdata.txt to determine how the superseded data were derived.
 FB3762
 FB3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9169393115(NAD 83)
 FB3762_MARKER: DD = SURVEY DISK
 FB3762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3762_SP_SET: CONCRETE POST
 FB3762_STAMPING: 42 462 1989
 FB3762_MARK LOGO: SCGS  
 FB3762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3762+STABILITY: SURFACE MOTION
 FB3762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3762+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1992
 FB3762
 FB3762  HISTORY     - Date     Condition        Report By
 FB3762  HISTORY     - 1989     MONUMENTED       SCGS
 FB3762  HISTORY     - 19900628 GOOD
 FB3762  HISTORY     - 19920210 GOOD             NCGS
 FB3762
 FB3762                          STATION DESCRIPTION
 FB3762
 FB3762'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3762'STATION IS LOCATED NEAR A POWER POLE (SUPPORTING A SIGN) IN THE NORTH
 FB3762'ANGLE OF THE JUNCTION OF U.S. HIGHWAY 176 (HOWARD AVENUE) AND STATE
 FB3762'HIGHWAY 14 (WEST RUTHERFORD STREET) IN LANDRUM.  OWNERSHIP--SCDHPT,
 FB3762'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3762'803-737-1314.
 FB3762'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 FB3762'HIGHWAY 176, 106.3 FEET NORTHWEST OF THE CENTER OF HIGHWAY 14
 FB3762'(LEADING WEST), 23.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY 176,
 FB3762'16.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN RAILROAD,
 FB3762'77.7 FEET EAST SOUTHEAST OF THE NORTH CORNER OF A BRICK BUILDING
 FB3762'(HEADS BIKE, LOCKS AND KEYS), 3.1 FEET NORTHWEST OF THE POWER POLE,
 FB3762'3.3 FEET NORTHWEST OF A WITNESS POST.
 FB3762'DESCRIBED BY J.R. WERNER.
 FB3762
 FB3762                          STATION RECOVERY (1990)
 FB3762
 FB3762'RECOVERED 1990
 FB3762'RECOVERED IN GOOD CONDITION.
 FB3762
 FB3762                          STATION RECOVERY (1992)
 FB3762
 FB3762'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3762'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3763 ***********************************************************************
 FB3763  DESIGNATION -  42 463
 FB3763  PID         -  FB3763
 FB3763  STATE/COUNTY-  SC/SPARTANBURG
 FB3763  USGS QUAD   -  LANDRUM (1987)
 FB3763
 FB3763                         *CURRENT SURVEY CONTROL
 FB3763  ___________________________________________________________________
 FB3763* NAD 83(2001)-  35 10 58.37643(N)    082 12 18.14231(W)     ADJUSTED  
 FB3763* NAVD 88     -       332.0    (meters)    1089.     (feet)  GPS OBS   
 FB3763  ___________________________________________________________________
 FB3763  X           -     707,845.900 (meters)                     COMP
 FB3763  Y           -  -5,170,783.497 (meters)                     COMP
 FB3763  Z           -   3,654,641.458 (meters)                     COMP
 FB3763  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 FB3763  ELLIP HEIGHT-         300.36  (meters)          (03/27/03) GPS OBS
 FB3763  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FB3763
 FB3763  HORZ ORDER  -  FIRST
 FB3763  ELLP ORDER  -  FOURTH    CLASS II
 FB3763
 FB3763.The horizontal coordinates were established by GPS observations
 FB3763.and adjusted by the National Geodetic Survey in March 2003..
 FB3763
 FB3763.The orthometric height was determined by GPS observations and a
 FB3763.high-resolution geoid model.
 FB3763
 FB3763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3763
 FB3763.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3763
 FB3763.The ellipsoidal height was determined by GPS observations
 FB3763.and is referenced to NAD 83.
 FB3763
 FB3763.The geoid height was determined by GEOID03.
 FB3763
 FB3763;                    North         East     Units Scale Factor Converg.
 FB3763;SPC SC       -   372,128.094   499,826.247   MT  1.00014307   -0 40 05.1
 FB3763;SPC SC       - 1,220,892.70  1,639,849.89   iFT  1.00014307   -0 40 05.1
 FB3763;SPC NC       -   163,661.138   317,759.188   MT  0.99987331   -1 50 59.5
 FB3763;SPC NC       -   536,944.92  1,042,514.94   sFT  0.99987331   -1 50 59.5
 FB3763;UTM  17      - 3,893,989.193   390,280.626   MT  0.99974836   -0 41 39.8
 FB3763
 FB3763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3763!SPC SC       -   0.99995286  x   1.00014307  =   1.00009592
 FB3763!SPC NC       -   0.99995286  x   0.99987331  =   0.99982617
 FB3763!UTM  17      -   0.99995286  x   0.99974836  =   0.99970123
 FB3763
 FB3763                          SUPERSEDED SURVEY CONTROL
 FB3763
 FB3763  NAD 83(1995)-  35 10 58.37658(N)    082 12 18.14188(W) AD(       ) 1
 FB3763  ELLIP H (12/20/99)  300.40   (m)                       GP(       ) 4 1
 FB3763  NAD 83(1986)-  35 10 58.38761(N)    082 12 18.14789(W) AD(       ) 1
 FB3763
 FB3763.Superseded values are not recommended for survey control.
 FB3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3763.See file dsdata.txt to determine how the superseded data were derived.
 FB3763
 FB3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9028193989(NAD 83)
 FB3763_MARKER: DD = SURVEY DISK
 FB3763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3763_SP_SET: CONCRETE POST
 FB3763_STAMPING: 42 463 1989
 FB3763_MARK LOGO: SCGS  
 FB3763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3763+STABILITY: SURFACE MOTION
 FB3763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3763+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1992
 FB3763
 FB3763  HISTORY     - Date     Condition        Report By
 FB3763  HISTORY     - 1989     MONUMENTED       SCGS
 FB3763  HISTORY     - 19900628 GOOD
 FB3763  HISTORY     - 19920210 GOOD             NCGS
 FB3763
 FB3763                          STATION DESCRIPTION
 FB3763
 FB3763'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3763'STATION IS LOCATED 1.1 MILFS NORTHWEST OF LANDRUM.  OWNERSHIP--SCDHPT,
 FB3763'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3763'803-737-1314.
 FB3763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (HOWARD
 FB3763'AVENUE) AND STATE HIGHWAY 14 (WEST RUTHERFORD STREET) IN LANDRUM, GO
 FB3763'NORTHWEST ON HIGHWAY 176 FOR 1.1 MILES TO THE JUNCTION OF STATE ROAD
 FB3763'1731 (NORTH RANDOLPH AVENUF) AND THE STATION IN THE WEST ANGLE OF THE
 FB3763'JUNCTION.
 FB3763'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW
 FB3763'THE ROAD, 94.8 FEET SOUTHEAST OF A POWER POLE NUMBER 7001/065, 60.3
 FB3763'FEET SOUTHWEST OF THE CENTFR OF THE HIGHWAY, 20.6 FEET NORTHWEST OF
 FB3763'THE CENTER OF THE ROAD, 62.7 FEET WEST OF A POWER POLE NUMBER
 FB3763'926/7001/064.
 FB3763'DESCRIBED BY J.R. WERNER.
 FB3763
 FB3763                          STATION RECOVERY (1990)
 FB3763
 FB3763'RECOVERED 1990
 FB3763'RECOVERED IN GOOD CONDITION.
 FB3763
 FB3763                          STATION RECOVERY (1992)
 FB3763
 FB3763'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3763'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3764 ***********************************************************************
 FB3764  DESIGNATION -  42 464
 FB3764  PID         -  FB3764
 FB3764  STATE/COUNTY-  SC/SPARTANBURG
 FB3764  USGS QUAD   -  LANDRUM (1987)
 FB3764
 FB3764                         *CURRENT SURVEY CONTROL
 FB3764  ___________________________________________________________________
 FB3764* NAD 83(2001)-  35 10 57.69355(N)    082 07 47.12225(W)     ADJUSTED  
 FB3764* NAVD 88     -       258.4    (meters)     848.     (feet)  GPS OBS   
 FB3764  ___________________________________________________________________
 FB3764  X           -     714,632.805 (meters)                     COMP
 FB3764  Y           -  -5,169,801.268 (meters)                     COMP
 FB3764  Z           -   3,654,581.763 (meters)                     COMP
 FB3764  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 FB3764  ELLIP HEIGHT-         226.61  (meters)          (03/27/03) GPS OBS
 FB3764  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 FB3764
 FB3764  HORZ ORDER  -  FIRST
 FB3764  ELLP ORDER  -  FOURTH    CLASS II
 FB3764
 FB3764.The horizontal coordinates were established by GPS observations
 FB3764.and adjusted by the National Geodetic Survey in March 2003..
 FB3764
 FB3764.The orthometric height was determined by GPS observations and a
 FB3764.high-resolution geoid model.
 FB3764
 FB3764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3764
 FB3764.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3764
 FB3764.The ellipsoidal height was determined by GPS observations
 FB3764.and is referenced to NAD 83.
 FB3764
 FB3764.The geoid height was determined by GEOID03.
 FB3764
 FB3764;                    North         East     Units Scale Factor Converg.
 FB3764;SPC SC       -   372,029.581   506,683.714   MT  1.00014298   -0 37 34.8
 FB3764;SPC SC       - 1,220,569.49  1,662,348.14   iFT  1.00014298   -0 37 34.8
 FB3764;SPC NC       -   163,421.381   324,611.319   MT  0.99987331   -1 48 23.0
 FB3764;SPC NC       -   536,158.31  1,064,995.64   sFT  0.99987331   -1 48 23.0
 FB3764;UTM  17      - 3,893,887.669   397,135.280   MT  0.99973040   -0 39 03.6
 FB3764
 FB3764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3764!SPC SC       -   0.99996443  x   1.00014298  =   1.00010741
 FB3764!SPC NC       -   0.99996443  x   0.99987331  =   0.99983775
 FB3764!UTM  17      -   0.99996443  x   0.99973040  =   0.99969484
 FB3764
 FB3764                          SUPERSEDED SURVEY CONTROL
 FB3764
 FB3764  NAD 83(1995)-  35 10 57.69368(N)    082 07 47.12185(W) AD(       ) 1
 FB3764  ELLIP H (12/20/99)  226.65   (m)                       GP(       ) 4 1
 FB3764  NAD 83(1986)-  35 10 57.70453(N)    082 07 47.12812(W) AD(       ) 1
 FB3764
 FB3764.Superseded values are not recommended for survey control.
 FB3764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3764.See file dsdata.txt to determine how the superseded data were derived.
 FB3764
 FB3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9713593888(NAD 83)
 FB3764_MARKER: DD = SURVEY DISK
 FB3764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3764_SP_SET: CONCRETE POST
 FB3764_STAMPING: 42 464 1989
 FB3764_MARK LOGO: SCGS  
 FB3764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3764+STABILITY: SURFACE MOTION
 FB3764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3764+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1992
 FB3764
 FB3764  HISTORY     - Date     Condition        Report By
 FB3764  HISTORY     - 1989     MONUMENTED       SCGS
 FB3764  HISTORY     - 19900627 GOOD
 FB3764  HISTORY     - 19920210 GOOD             NCGS
 FB3764
 FB3764                          STATION DESCRIPTION
 FB3764
 FB3764'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3764'STATION IS LOCATED 3.3 MILFS EAST NORTHEAST OF
 FB3764'LANDRUMAND6.0MILESNORTHWEST OF NEW PROSPECT.  OWNERSHIP--SCDHPT,
 FB3764'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3764'803-737-1314.
 FB3764'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 14
 FB3764'AND INTERSTATE 26 (1.8 MILFS EAST NORTHEAST OF LANDRUM), GO NORTHEAST
 FB3764'ON HIGHWAY 14 FOR 0.1 MILE TO THE JUNCTION OF FAIRVIEW FARMS ROAD AND
 FB3764'STATE ROAD 128, TURN RIGHT ON FAIRVIEW FARMS ROAD FOR 0.65 MILE TO A
 FB3764'T-JUNCTION, TURN LEFT ON FAIRVIEW FARMS ROAD FOR 1.2 MILES TO THE
 FB3764'JUNCTION OF RACE TRACK ROAD AND THE STATION ON THE RIGHT NEAR A
 FB3764'TELEPHONE JUNCTION BOX.
 FB3764'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET ABOVE
 FB3764'RACE TRACK ROAD, 25.6 FEET SOUTHEAST OF THE CENTER OF RACE TRACK
 FB3764'ROAD, 191.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN HOUSE
 FB3764'IN THE VEE OF THE JUNCTION, 5.1 FEET WEST OF A FENCE POST WITH A SCGS
 FB3764'REFERENCE WASHER ATTACHED, 4.3 FEET NORTHWEST OF A WIRE FENCE LINE,
 FB3764'7.5 FEET SOUTHEAST OF THE JUNCTION BOX NUMBER 2401086, 5.4 FEET NORTH
 FB3764'OF A WITNESS POST.
 FB3764'DESCRIBED BY J.R. WERNER.
 FB3764
 FB3764                          STATION RECOVERY (1990)
 FB3764
 FB3764'RECOVERED 1990
 FB3764'RECOVERED IN GOOD CONDITION.
 FB3764
 FB3764                          STATION RECOVERY (1992)
 FB3764
 FB3764'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3764'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3765 ***********************************************************************
 FB3765  DESIGNATION -  42 465
 FB3765  PID         -  FB3765
 FB3765  STATE/COUNTY-  SC/SPARTANBURG
 FB3765  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB3765
 FB3765                         *CURRENT SURVEY CONTROL
 FB3765  ___________________________________________________________________
 FB3765* NAD 83(2001)-  35 11 12.40671(N)    082 05 54.50162(W)     ADJUSTED  
 FB3765* NAVD 88     -       269.7    (meters)     885.     (feet)  GPS OBS   
 FB3765  ___________________________________________________________________
 FB3765  X           -     717,420.758 (meters)                     COMP
 FB3765  Y           -  -5,169,160.623 (meters)                     COMP
 FB3765  Z           -   3,654,958.850 (meters)                     COMP
 FB3765  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 FB3765  ELLIP HEIGHT-         237.87  (meters)          (03/27/03) GPS OBS
 FB3765  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FB3765
 FB3765  HORZ ORDER  -  FIRST
 FB3765  ELLP ORDER  -  FOURTH    CLASS II
 FB3765
 FB3765.The horizontal coordinates were established by GPS observations
 FB3765.and adjusted by the National Geodetic Survey in March 2003..
 FB3765
 FB3765.The orthometric height was determined by GPS observations and a
 FB3765.high-resolution geoid model.
 FB3765
 FB3765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3765
 FB3765.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3765
 FB3765.The ellipsoidal height was determined by GPS observations
 FB3765.and is referenced to NAD 83.
 FB3765
 FB3765.The geoid height was determined by GEOID03.
 FB3765
 FB3765;                    North         East     Units Scale Factor Converg.
 FB3765;SPC SC       -   372,452.326   509,538.228   MT  1.00014488   -0 36 32.4
 FB3765;SPC SC       - 1,221,956.45  1,671,713.35   iFT  1.00014488   -0 36 32.4
 FB3765;SPC NC       -   163,785.168   327,473.157   MT  0.99987323   -1 47 18.0
 FB3765;SPC NC       -   537,351.84  1,074,384.85   sFT  0.99987323   -1 47 18.0
 FB3765;UTM  17      - 3,894,309.024   399,988.783   MT  0.99972327   -0 37 58.9
 FB3765
 FB3765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3765!SPC SC       -   0.99996266  x   1.00014488  =   1.00010754
 FB3765!SPC NC       -   0.99996266  x   0.99987323  =   0.99983590
 FB3765!UTM  17      -   0.99996266  x   0.99972327  =   0.99968594
 FB3765
 FB3765                          SUPERSEDED SURVEY CONTROL
 FB3765
 FB3765  NAD 83(1995)-  35 11 12.40686(N)    082 05 54.50118(W) AD(       ) 1
 FB3765  ELLIP H (12/20/99)  237.89   (m)                       GP(       ) 4 1
 FB3765  NAD 83(1986)-  35 11 12.41825(N)    082 05 54.50828(W) AD(       ) 1
 FB3765
 FB3765.Superseded values are not recommended for survey control.
 FB3765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3765.See file dsdata.txt to determine how the superseded data were derived.
 FB3765
 FB3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9998994309(NAD 83)
 FB3765_MARKER: DD = SURVEY DISK
 FB3765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3765_SP_SET: CONCRETE POST
 FB3765_STAMPING: 42 465 1989
 FB3765_MARK LOGO: SCGS  
 FB3765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3765+STABILITY: SURFACE MOTION
 FB3765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3765+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1992
 FB3765
 FB3765  HISTORY     - Date     Condition        Report By
 FB3765  HISTORY     - 1989     MONUMENTED       SCGS
 FB3765  HISTORY     - 19900518 GOOD
 FB3765  HISTORY     - 19920210 GOOD             NCGS
 FB3765
 FB3765                          STATION DESCRIPTION
 FB3765
 FB3765'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3765'STATION IS LOCATED 5.05 MILES EAST NORTHEAST OF LANDRUM AND 4.8 MILES
 FB3765'NORTHWEST OF NEW PROSPECT.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3765'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3765'803-737-1314.
 FB3765'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FB3765'NEW PROSPECT, GO WEST NORTHWEST ON HIGHWAY 11 FOR 0.85 MILE TO THE
 FB3765'JUNCTION OF RIDGE STREET (GRAVEL ROAD) AND NORTH PACOLET ROAD (PAVED
 FB3765'ROAD) ON THE RIGHT, BEAR RIGHT ON NORTH PACOLET ROAD FOR 1.1 MILE TO
 FB3765'THE JUNCTION OF BURNT CHIMNEY ROAD, CONTINUE ON NORTH PACOLET ROAD
 FB3765'FOR 1.75 MILE TO THE JUNCTION OF MELVIN HILL ROAD, CONTINUE ON NORTH
 FB3765'PACOLET ROAD FOR 6.05 MILES TO THE JUNCTION OF SILO ROAD, CONTINUE
 FB3765'0.1 MILE ON NORTH PACOLET ROAD TO THE STATION ON RIGHT NEAR A FENCE
 FB3765'LINE.
 FB3765'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3765'ROAD, 135.5 FEET NORTHWEST OF THE CENTER OF A SAND DRIVEWAY LEADING
 FB3765'TO A BRICK HOUSE, 19.2 FEET NORTHEAST OF THE CENTER OF THE ROAD, 17.5
 FB3765'FEET SOUTHEAST OF A FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED,
 FB3765'2.9 FEET SOUTHWEST OF THE BARBED WIRE FENCE LINE, 3.0 FEET SOUTH
 FB3765'SOUTHWEST OF A WITNESS POST.
 FB3765'DESCRIBED BY J.R. WERNER.
 FB3765
 FB3765                          STATION RECOVERY (1990)
 FB3765
 FB3765'RECOVERED 1990
 FB3765'RECOVERED IN GOOD CONDITION.
 FB3765
 FB3765                          STATION RECOVERY (1992)
 FB3765
 FB3765'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3765'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3766 ***********************************************************************
 FB3766  DESIGNATION -  42 466
 FB3766  PID         -  FB3766
 FB3766  STATE/COUNTY-  SC/SPARTANBURG
 FB3766  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB3766
 FB3766                         *CURRENT SURVEY CONTROL
 FB3766  ___________________________________________________________________
 FB3766* NAD 83(2001)-  35 09 53.59763(N)    082 05 01.45342(W)     ADJUSTED  
 FB3766* NAVD 88     -       312.0    (meters)    1024.     (feet)  GPS OBS   
 FB3766  ___________________________________________________________________
 FB3766  X           -     718,947.633 (meters)                     COMP
 FB3766  Y           -  -5,170,396.065 (meters)                     COMP
 FB3766  Z           -   3,652,997.934 (meters)                     COMP
 FB3766  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 FB3766  ELLIP HEIGHT-         280.17  (meters)          (03/27/03) GPS OBS
 FB3766  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FB3766
 FB3766  HORZ ORDER  -  FIRST
 FB3766  ELLP ORDER  -  FOURTH    CLASS II
 FB3766
 FB3766.The horizontal coordinates were established by GPS observations
 FB3766.and adjusted by the National Geodetic Survey in March 2003..
 FB3766
 FB3766.The orthometric height was determined by GPS observations and a
 FB3766.high-resolution geoid model.
 FB3766
 FB3766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3766
 FB3766.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3766
 FB3766.The ellipsoidal height was determined by GPS observations
 FB3766.and is referenced to NAD 83.
 FB3766
 FB3766.The geoid height was determined by GEOID03.
 FB3766
 FB3766;                    North         East     Units Scale Factor Converg.
 FB3766;SPC SC       -   370,009.232   510,854.999   MT  1.00013479   -0 36 03.0
 FB3766;SPC SC       - 1,213,941.05  1,676,033.46   iFT  1.00013479   -0 36 03.0
 FB3766;SPC NC       -   161,316.151   328,739.035   MT  0.99987374   -1 46 47.4
 FB3766;SPC NC       -   529,251.41  1,078,537.98   sFT  0.99987374   -1 46 47.4
 FB3766;UTM  17      - 3,891,866.407   401,303.992   MT  0.99972005   -0 37 27.2
 FB3766
 FB3766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3766!SPC SC       -   0.99995603  x   1.00013479  =   1.00009081
 FB3766!SPC NC       -   0.99995603  x   0.99987374  =   0.99982977
 FB3766!UTM  17      -   0.99995603  x   0.99972005  =   0.99967609
 FB3766
 FB3766                          SUPERSEDED SURVEY CONTROL
 FB3766
 FB3766  NAD 83(1995)-  35 09 53.59769(N)    082 05 01.45301(W) AD(       ) 1
 FB3766  ELLIP H (12/20/99)  280.19   (m)                       GP(       ) 4 1
 FB3766  NAD 83(1986)-  35 09 53.60900(N)    082 05 01.45976(W) AD(       ) 1
 FB3766
 FB3766.Superseded values are not recommended for survey control.
 FB3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3766.See file dsdata.txt to determine how the superseded data were derived.
 FB3766
 FB3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0130491866(NAD 83)
 FB3766_MARKER: DD = SURVEY DISK
 FB3766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3766_SP_SET: CONCRETE POST
 FB3766_STAMPING: 42 466 1989
 FB3766_MARK LOGO: SCGS  
 FB3766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3766+STABILITY: SURFACE MOTION
 FB3766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3766+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1992
 FB3766
 FB3766  HISTORY     - Date     Condition        Report By
 FB3766  HISTORY     - 1989     MONUMENTED       SCGS
 FB3766  HISTORY     - 19900518 GOOD
 FB3766  HISTORY     - 19920210 GOOD             NCGS
 FB3766
 FB3766                          STATION DESCRIPTION
 FB3766
 FB3766'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3766'STATION IS LOCATED 3.2 MILFS NORTHWEST OF NEW PROSPECT AND 5.9 MILES
 FB3766'EAST SOUTHEAST OF LANDRUM.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3766'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3766'803-737-1314.
 FB3766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FB3766'NEW PROSPECT, GO WEST NORTHWEST ON HIGHWAY 11 FOR 0.85 MILE TO THE
 FB3766'JUNCTION OF RIDGE STREET (GRAVEL ROAD) AND NORTH PACOLET ROAD (PAVED
 FB3766'ROAD), BEAR RIGHT ON NORTH PACOLET ROAD FOR 1.1 MILES TO THE JUNCTION
 FB3766'OF BURNT CHIMNEY ROAD, CONTINUE ON NORTH PACOLET ROAD FOR 1.7 MILES
 FB3766'TO THE STATION ON THE LEFT IN THE WEST ANGLE OF THE CENTER ENTRANCE
 FB3766'DRIVE TO A CEMETARY ON THE SOUTH SIDE OF THE NORTH PACOLET BAPTIST
 FB3766'CHURCH.
 FB3766'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET ABOVE
 FB3766'THE ROAD, 50.5 FEET EAST OF THE NORTHEAST CORNER OF THE BLACKWELL
 FB3766'HEADSTONE (JAMES R. AND LONAH FEAGAN), 60.6 FEET NORTH NORTHEAST OF
 FB3766'THE NORTHEAST CORNER OF THF CHRISTOPHER HEADSTONE (H. STROUD AND
 FB3766'BESSIE H.), 21.5 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 17.6 FEET
 FB3766'NORTHWEST OF THE CENTER OF THE DRIVE, 3.3 FEET WEST SOUTHWEST OF THE
 FB3766'SOUTHWEST CORNER OF A BRICK MONUMENT AT THE ENTRANCE DRIVE.
 FB3766'DESCRIBED BY J.R. WERNER.
 FB3766
 FB3766                          STATION RECOVERY (1990)
 FB3766
 FB3766'RECOVERED 1990
 FB3766'RECOVERED IN GOOD CONDITION.
 FB3766
 FB3766                          STATION RECOVERY (1992)
 FB3766
 FB3766'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3766'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3767 ***********************************************************************
 FB3767  DESIGNATION -  42 467
 FB3767  PID         -  FB3767
 FB3767  STATE/COUNTY-  SC/SPARTANBURG
 FB3767  USGS QUAD   -  FINGERVILLE WEST (1983)
 FB3767
 FB3767                         *CURRENT SURVEY CONTROL
 FB3767  ___________________________________________________________________
 FB3767* NAD 83(2001)-  35 09 07.87284(N)    082 02 09.80193(W)     ADJUSTED  
 FB3767* NAVD 88     -       285.1    (meters)     935.     (feet)  GPS OBS   
 FB3767  ___________________________________________________________________
 FB3767  X           -     723,359.508 (meters)                     COMP
 FB3767  Y           -  -5,170,577.771 (meters)                     COMP
 FB3767  Z           -   3,651,830.299 (meters)                     COMP
 FB3767  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 FB3767  ELLIP HEIGHT-         253.19  (meters)          (03/27/03) GPS OBS
 FB3767  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 FB3767
 FB3767  HORZ ORDER  -  FIRST
 FB3767  ELLP ORDER  -  FOURTH    CLASS II
 FB3767
 FB3767.The horizontal coordinates were established by GPS observations
 FB3767.and adjusted by the National Geodetic Survey in March 2003..
 FB3767
 FB3767.The orthometric height was determined by GPS observations and a
 FB3767.high-resolution geoid model.
 FB3767
 FB3767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3767
 FB3767.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3767
 FB3767.The ellipsoidal height was determined by GPS observations
 FB3767.and is referenced to NAD 83.
 FB3767
 FB3767.The geoid height was determined by GEOID03.
 FB3767
 FB3767;                    North         East     Units Scale Factor Converg.
 FB3767;SPC SC       -   368,555.432   515,185.187   MT  1.00012900   -0 34 27.8
 FB3767;SPC SC       - 1,209,171.36  1,690,240.11   iFT  1.00012900   -0 34 27.8
 FB3767;SPC NC       -   159,773.998   333,037.298   MT  0.99987409   -1 45 08.4
 FB3767;SPC NC       -   524,191.86  1,092,639.87   sFT  0.99987409   -1 45 08.4
 FB3767;UTM  17      - 3,890,411.493   405,631.797   MT  0.99970975   -0 35 47.6
 FB3767
 FB3767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3767!SPC SC       -   0.99996026  x   1.00012900  =   1.00008925
 FB3767!SPC NC       -   0.99996026  x   0.99987409  =   0.99983435
 FB3767!UTM  17      -   0.99996026  x   0.99970975  =   0.99967002
 FB3767
 FB3767                          SUPERSEDED SURVEY CONTROL
 FB3767
 FB3767  NAD 83(1995)-  35 09 07.87271(N)    082 02 09.80155(W) AD(       ) 1
 FB3767  ELLIP H (12/20/99)  253.22   (m)                       GP(       ) 4 1
 FB3767  NAD 83(1986)-  35 09 07.88419(N)    082 02 09.80814(W) AD(       ) 1
 FB3767
 FB3767.Superseded values are not recommended for survey control.
 FB3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3767.See file dsdata.txt to determine how the superseded data were derived.
 FB3767
 FB3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0563290411(NAD 83)
 FB3767_MARKER: DD = SURVEY DISK
 FB3767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3767_SP_SET: CONCRETE POST
 FB3767_STAMPING: 42 467 1989
 FB3767_MARK LOGO: SCGS  
 FB3767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3767+STABILITY: SURFACE MOTION
 FB3767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3767+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1990
 FB3767
 FB3767  HISTORY     - Date     Condition        Report By
 FB3767  HISTORY     - 1989     MONUMENTED       SCGS
 FB3767  HISTORY     - 19900519 GOOD
 FB3767
 FB3767                          STATION DESCRIPTION
 FB3767
 FB3767'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3767'STATION IS LOCATED 1.45 MILES NORTH NORTHEAST OF NEW PROSPECT.
 FB3767'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3767'COLUMBIA, SC 29202, PHONE 803-737-1314.
 FB3767'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 9 IN
 FB3767'NEW PROSPECT, GO NORTH NORTHEAST ON HIGHWAY 9 FOR 1.35 MILES TO THE
 FB3767'JUNCTION OF STATE ROAD 42 (RAINBOW LAKE ROAD), CONTINUE ON HIGHWAY 9
 FB3767'FOR 0.2 MILE TO THE ENTRANCE DRIVE TO MILLIKEN, CONTINUE ON HIGHWAY 9
 FB3767'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 FB3767'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3767'HIGHWAY, 153.5 FEET SOUTH SOUTHEAST OF A POWER POLE 25/17 ON THE WEST
 FB3767'SIDE OF THE HIGHWAY, 115.5 FEET NORTHEAST OF A LONE PECAN TREE ON THE
 FB3767'WEST SIDE OF THE ROAD, 91.0 FEET NORTHWEST OF A CREPE MYRTLE TREE,
 FB3767'118.0 FEET NORTH OF AN 18-INCH AMERICAN HOLLY TREE, 51.7 FEET EAST
 FB3767'SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 FB3767'DESCRIBED BY J.R. WERNER.
 FB3767
 FB3767                          STATION RECOVERY (1990)
 FB3767
 FB3767'RECOVERED 1990
 FB3767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3768 ***********************************************************************
 FB3768  DESIGNATION -  42 468
 FB3768  PID         -  FB3768
 FB3768  STATE/COUNTY-  SC/SPARTANBURG
 FB3768  USGS QUAD   -  CAMPOBELLO (1983)
 FB3768
 FB3768                         *CURRENT SURVEY CONTROL
 FB3768  ___________________________________________________________________
 FB3768* NAD 83(2001)-  35 00 42.96616(N)    082 08 29.67935(W)     ADJUSTED  
 FB3768* NAVD 88     -       285.8    (meters)     938.     (feet)  GPS OBS   
 FB3768  ___________________________________________________________________
 FB3768  X           -     715,058.550 (meters)                     COMP
 FB3768  Y           -  -5,180,761.428 (meters)                     COMP
 FB3768  Z           -   3,639,097.324 (meters)                     COMP
 FB3768  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FB3768  ELLIP HEIGHT-         254.24  (meters)          (03/27/03) GPS OBS
 FB3768  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 FB3768
 FB3768  HORZ ORDER  -  FIRST
 FB3768  ELLP ORDER  -  FOURTH    CLASS II
 FB3768
 FB3768.The horizontal coordinates were established by GPS observations
 FB3768.and adjusted by the National Geodetic Survey in March 2003..
 FB3768
 FB3768.The orthometric height was determined by GPS observations and a
 FB3768.high-resolution geoid model.
 FB3768
 FB3768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3768
 FB3768.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3768
 FB3768.The ellipsoidal height was determined by GPS observations
 FB3768.and is referenced to NAD 83.
 FB3768
 FB3768.The geoid height was determined by GEOID03.
 FB3768
 FB3768;                    North         East     Units Scale Factor Converg.
 FB3768;SPC SC       -   353,096.331   505,397.597   MT  1.00006839   -0 37 58.4
 FB3768;SPC SC       - 1,158,452.53  1,658,128.60   iFT  1.00006839   -0 37 58.4
 FB3768;UTM  17      - 3,874,962.005   395,841.909   MT  0.99973371   -0 39 18.1
 FB3768
 FB3768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3768!SPC SC       -   0.99996009  x   1.00006839  =   1.00002848
 FB3768!UTM  17      -   0.99996009  x   0.99973371  =   0.99969381
 FB3768
 FB3768                          SUPERSEDED SURVEY CONTROL
 FB3768
 FB3768  NAD 83(1995)-  35 00 42.96659(N)    082 08 29.67793(W) AD(       ) 1
 FB3768  ELLIP H (12/20/99)  254.26   (m)                       GP(       ) 4 1
 FB3768  NAD 83(1986)-  35 00 42.97684(N)    082 08 29.68182(W) AD(       ) 1
 FB3768
 FB3768.Superseded values are not recommended for survey control.
 FB3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3768.See file dsdata.txt to determine how the superseded data were derived.
 FB3768
 FB3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9584274962(NAD 83)
 FB3768_MARKER: DD = SURVEY DISK
 FB3768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3768_SP_SET: CONCRETE POST
 FB3768_STAMPING: 42 468 1989
 FB3768_MARK LOGO: SCGS  
 FB3768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3768+STABILITY: SURFACE MOTION
 FB3768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3768+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1990
 FB3768
 FB3768  HISTORY     - Date     Condition        Report By
 FB3768  HISTORY     - 1989     MONUMENTED       SCGS
 FB3768  HISTORY     - 19900622 GOOD
 FB3768
 FB3768                          STATION DESCRIPTION
 FB3768
 FB3768'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3768'STATION IS LOCATED 3.95 MILES NORTH NORTHWEST OF
 FB3768'LYMANAND3.8MILESSOUTHWEST OF INMAN.  OWNERSHIP--SCDHPT, DIRECTOR OF
 FB3768'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 FB3768'803-737-1314.
 FB3768'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358
 FB3768'(3.4 MILES NORTHWEST OF LYMAN), GO NORTH ON HIGHWAY 357 FOR 1.5 MILES
 FB3768'TO THE JUNCTION OF ZIMMERMAN ROAD 5-101 IN HOLLY SPRINGS AREA, TURN
 FB3768'RIGHT ON ZIMMERMAN ROAD FOR 1.9 MILES TO THE JUNCTION OF WASP NEST
 FB3768'ROAD, TURN LEFT ON WASP NEST ROAD FOR 0.75 MILE TO THE STATION ON THE
 FB3768'LEFT NEAR A POWER POLE WITH THREE GUY WIRES, 0.05 MILE SOUTHWEST OF
 FB3768'THE JUNCTION OF STATE ROAD 217 (LITTLE MOUNTAIN ROAD).
 FB3768'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3768'ROAD, 28.6 FEET NORTHWEST OF THE CENTER OF THE ROAD, 3.5 FEET WEST OF
 FB3768'THE POWER POLE, 16.2 FEET SOUTHEAST OF A WITNESS POST.
 FB3768'DESCRIBED BY J.R. WERNER.
 FB3768
 FB3768                          STATION RECOVERY (1990)
 FB3768
 FB3768'RECOVERED 1990
 FB3768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3769 ***********************************************************************
 FB3769  DESIGNATION -  42 469
 FB3769  PID         -  FB3769
 FB3769  STATE/COUNTY-  SC/GREENVILLE
 FB3769  USGS QUAD   -  CAMPOBELLO (1983)
 FB3769
 FB3769                         *CURRENT SURVEY CONTROL
 FB3769  ___________________________________________________________________
 FB3769* NAD 83(2001)-  35 00 19.32403(N)    082 12 54.72174(W)     ADJUSTED  
 FB3769* NAVD 88     -       285.4    (meters)     936.     (feet)  GPS OBS   
 FB3769  ___________________________________________________________________
 FB3769  X           -     708,457.455 (meters)                     COMP
 FB3769  Y           -  -5,182,089.789 (meters)                     COMP
 FB3769  Z           -   3,638,500.313 (meters)                     COMP
 FB3769  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FB3769  ELLIP HEIGHT-         253.83  (meters)          (03/27/03) GPS OBS
 FB3769  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 FB3769
 FB3769  HORZ ORDER  -  FIRST
 FB3769  ELLP ORDER  -  FOURTH    CLASS II
 FB3769
 FB3769.The horizontal coordinates were established by GPS observations
 FB3769.and adjusted by the National Geodetic Survey in March 2003..
 FB3769
 FB3769.The orthometric height was determined by GPS observations and a
 FB3769.high-resolution geoid model.
 FB3769
 FB3769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3769
 FB3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3769
 FB3769.The ellipsoidal height was determined by GPS observations
 FB3769.and is referenced to NAD 83.
 FB3769
 FB3769.The geoid height was determined by GEOID03.
 FB3769
 FB3769;                    North         East     Units Scale Factor Converg.
 FB3769;SPC SC       -   352,444.381   498,669.085   MT  1.00006570   -0 40 25.3
 FB3769;SPC SC       - 1,156,313.59  1,636,053.43   iFT  1.00006570   -0 40 25.3
 FB3769;UTM  17      - 3,874,312.945   389,115.321   MT  0.99975153   -0 41 49.8
 FB3769
 FB3769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3769!SPC SC       -   0.99996016  x   1.00006570  =   1.00002586
 FB3769!UTM  17      -   0.99996016  x   0.99975153  =   0.99971170
 FB3769
 FB3769                          SUPERSEDED SURVEY CONTROL
 FB3769
 FB3769  NAD 83(1995)-  35 00 19.32452(N)    082 12 54.71973(W) AD(       ) 1
 FB3769  ELLIP H (12/20/99)  253.88   (m)                       GP(       ) 4 1
 FB3769  NAD 83(1986)-  35 00 19.33458(N)    082 12 54.72377(W) AD(       ) 1
 FB3769
 FB3769.Superseded values are not recommended for survey control.
 FB3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3769.See file dsdata.txt to determine how the superseded data were derived.
 FB3769
 FB3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8911574313(NAD 83)
 FB3769_MARKER: DD = SURVEY DISK
 FB3769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3769_SP_SET: CONCRETE POST
 FB3769_STAMPING: 42 469 1989
 FB3769_MARK LOGO: SCGS  
 FB3769_PROJECTION: RECESSED 15 CENTIMETERS
 FB3769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3769+STABILITY: SURFACE MOTION
 FB3769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3769+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2000
 FB3769
 FB3769  HISTORY     - Date     Condition        Report By
 FB3769  HISTORY     - 1989     MONUMENTED       SCGS
 FB3769  HISTORY     - 19900618 GOOD
 FB3769  HISTORY     - 19921207 GOOD             SCGS
 FB3769  HISTORY     - 19991026 GOOD             SCGS
 FB3769  HISTORY     - 20000829 GOOD             SCGS
 FB3769
 FB3769                          STATION DESCRIPTION
 FB3769
 FB3769'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FB3769'STATION IS LOCATED 4.6 MILFS NORTH OF GREER AND 6.2 MILES NORTHWEST OF
 FB3769'LYMAN.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3769'COLUMBIA, SC 29202, PHONE 803-737-1314.
 FB3769'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358
 FB3769'(3.4 MILES NORTHWEST OF LYMAN), GO SOUTHWEST ON HIGHWAY 357 FOR 1.55
 FB3769'MILES TO THE JUNCTION OF STATE ROAD 904 (JORDAN ROAD), TURN RIGHT ON
 FB3769'ROAD 904 FOR 2.1 MILES TO THE JUNCTION OF TAPP CIRCLE, CONTINUE ON
 FB3769'ROAD 904 FOR 0.4 MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE
 FB3769'WITH GUY WIRE, 0.05 MILE SOUTHEAST OF THE JUNCTION OF SLOAN ROAD.
 FB3769'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 FB3769'ROAD, 28.2 FEET EAST NORTHFAST OF THE CENTER OF THE ROAD, 4.2 FEET
 FB3769'NORTH OF THE POWER POLE, 105.0 FEET SOUTHEAST OF THE CENTER OF A SAND
 FB3769'DRIVE, 2.4 FEET SOUTH OF A WITNESS POST.
 FB3769'DESCRIBED BY J.R. WERNER.
 FB3769
 FB3769                          STATION RECOVERY (1990)
 FB3769
 FB3769'RECOVERED 1990
 FB3769'RECOVERED IN GOOD CONDITION.
 FB3769
 FB3769                          STATION RECOVERY (1992)
 FB3769
 FB3769'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW)
 FB3769'STATION IS LOCATED 5.3 MILES (8.5 KM) NORTH OF GREER.
 FB3769'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3769'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 FB3769'JUNCTION OF STATE HIGHWAYS 357 AND 358, 4.8 MILES (7.7 KM) NORTHEAST
 FB3769'OF GREER, GO WEST ON HIGHWAY 357 FOR 1.45 MILES (2.33 KM) TO THE
 FB3769'JUNCTION OF STATE ROAD 904 (JORDAN ROAD), TURN RIGHT ON ROAD 904 FOR
 FB3769'2.3 MILES (3.7 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE, 0.05
 FB3769'MILE (0.08 KM) SOUTH SOUTHEAST OF THE JUNCTION OF SLOAN ROAD. STATION
 FB3769'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD,
 FB3769'28.3 FEET (8.6 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 60.9 FEET
 FB3769'(18.6 M) EAST OF THE SOUTH END OF A 1.3-FOOT CONCRETE PIPE CULVERT
 FB3769'ACROSS THE ROAD LEADING TO A MOBILE HOME, 72.7 FEET (22.2 M) EAST OF
 FB3769'POWER POLE WITH TRANSFORMER, 4.3 FEET (1.3 M) NORTH NORTHWEST OF THE
 FB3769'POWER POLE, 2.5 FEET (0.8 M) SOUTH OF A WITNESS POST. RECOVERED BY T.
 FB3769'HALL.
 FB3769
 FB3769                          STATION RECOVERY (1999)
 FB3769
 FB3769'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 FB3769'STATION IS LOCATED 5.3 MILES NORTH OF GREER, 14.65 MILES NORTHEAST OF
 FB3769'GREENVILLE.
 FB3769'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 FB3769'SC 29202, PHONE
 FB3769'803-737-1350.
 FB3769'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358,
 FB3769'4.8 MILES
 FB3769'NORTHEAST OF GREER, GO WEST ON HIGHWAY 357 FOR 1.45 MILES TO THE
 FB3769'JUNCTION OF STATE
 FB3769'ROAD 904 (JORDAN ROAD), TURN RIGHT ON ROAD 904 FOR 2.3 MILES TO THE
 FB3769'STATION ON THE RIGHT
 FB3769'NEAR A POWER POLE.
 FB3769'STATION IS A CONCRETE POST RECESSED 0.8 FOOT AND LEVEL WITH THE
 FB3769'HIGHWAY, 28.6 FEET EAST
 FB3769'NORTHEAST OF THE CENTER OF THE HIGHWAY, 73.0 FEET EAST OF A POWER POLE
 FB3769'WITH A
 FB3769'TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 4.8 FEET NORTH
 FB3769'NORTHWEST OF THE
 FB3769'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 2.4 FEET SOUTH OF A
 FB3769'WITNESS POST.
 FB3769'NOTE-A 0.5 FOOT TREE IS OBSTRUCTING THIS STATION AND WOULD NEED TO BE
 FB3769'CUT TO MAKE THIS
 FB3769'STATION GPS-ABLE.
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769'
 FB3769
 FB3769                          STATION RECOVERY (2000)
 FB3769
 FB3769'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3769'STATION IS LOCATED 4.7 MILES NORTH OF GREER, 14.6 MILES NORTHEAST OF
 FB3769'GREENVILLE.
 FB3769'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 FB3769'SC 29202, PHONE
 FB3769'803-737-1350.
 FB3769'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358,
 FB3769'4.8 MILES
 FB3769'NORTHEAST OF GREER, GO WEST ON HIGHWAY 357 FOR 1.45 MILES TO THE
 FB3769'JUNCTION OF STATE
 FB3769'ROAD 904 (JORDAN ROAD), TURN RIGHT ON ROAD 904 FOR 2.3 MILES TO THE
 FB3769'STATION ON THE
 FB3769'RIGHT NEAR A POWER POLE, 0.05 MILE SOUTH SOUTHEAST OF THE JUNCTION OF
 FB3769'SLOAN ROAD.
 FB3769'STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND LEVEL WITH THE ROAD,
 FB3769'28.4 FEET
 FB3769'EAST NORTHEAST OF THE CENTER OF THE ROAD, 4.4 FEET NORTH OF THE POWER
 FB3769'POLE, 58.5
 FB3769'FEET EAST OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 FB3769'A DRIVEWAY
 FB3769'LEADING TO HOUSE NUMBER 1039, 2.2 FEET SOUTH OF A WITNESS POST.
 FB3769'RECOVERED BY J.B. SMOAK.
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
 FB3769' 
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1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2878 ***********************************************************************
 EC2878  DESIGNATION -  42 470
 EC2878  PID         -  EC2878
 EC2878  STATE/COUNTY-  SC/SPARTANBURG
 EC2878  USGS QUAD   -  PACOLET (1983)
 EC2878
 EC2878                         *CURRENT SURVEY CONTROL
 EC2878  ___________________________________________________________________
 EC2878* NAD 83(2001)-  34 58 50.65853(N)    081 49 01.30799(W)     ADJUSTED  
 EC2878* NAVD 88     -       175.4    (meters)     575.     (feet)  GPS OBS   
 EC2878  ___________________________________________________________________
 EC2878  X           -     744,662.608 (meters)                     COMP
 EC2878  Y           -  -5,178,503.172 (meters)                     COMP
 EC2878  Z           -   3,636,198.702 (meters)                     COMP
 EC2878  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EC2878  ELLIP HEIGHT-         143.78  (meters)          (03/27/03) GPS OBS
 EC2878  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EC2878
 EC2878  HORZ ORDER  -  FIRST
 EC2878  ELLP ORDER  -  FOURTH    CLASS II
 EC2878
 EC2878.The horizontal coordinates were established by GPS observations
 EC2878.and adjusted by the National Geodetic Survey in March 2003..
 EC2878
 EC2878.The orthometric height was determined by GPS observations and a
 EC2878.high-resolution geoid model.
 EC2878
 EC2878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2878
 EC2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2878
 EC2878.The ellipsoidal height was determined by GPS observations
 EC2878.and is referenced to NAD 83.
 EC2878
 EC2878.The geoid height was determined by GEOID03.
 EC2878
 EC2878;                    North         East     Units Scale Factor Converg.
 EC2878;SPC SC       -   349,354.544   534,993.972   MT  1.00005574   -0 27 10.7
 EC2878;SPC SC       - 1,146,176.33  1,755,229.57   iFT  1.00005574   -0 27 10.7
 EC2878;UTM  17      - 3,871,211.878   425,426.321   MT  0.99966854   -0 28 06.3
 EC2878
 EC2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2878!SPC SC       -   0.99997743  x   1.00005574  =   1.00003317
 EC2878!UTM  17      -   0.99997743  x   0.99966854  =   0.99964598
 EC2878
 EC2878                          SUPERSEDED SURVEY CONTROL
 EC2878
 EC2878  NAD 83(1995)-  34 58 50.65880(N)    081 49 01.30760(W) AD(       ) 1
 EC2878  ELLIP H (12/20/99)  143.79   (m)                       GP(       ) 4 1
 EC2878  NAD 83(1986)-  34 58 50.67013(N)    081 49 01.31191(W) AD(       ) 1
 EC2878
 EC2878.Superseded values are not recommended for survey control.
 EC2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2878.See file dsdata.txt to determine how the superseded data were derived.
 EC2878
 EC2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2542671212(NAD 83)
 EC2878_MARKER: DD = SURVEY DISK
 EC2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2878_SP_SET: CONCRETE POST
 EC2878_STAMPING: 42 470 1989
 EC2878_MARK LOGO: SCGS  
 EC2878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2878+STABILITY: SURFACE MOTION
 EC2878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2878+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1990
 EC2878
 EC2878  HISTORY     - Date     Condition        Report By
 EC2878  HISTORY     - 1989     MONUMENTED       SCGS
 EC2878  HISTORY     - 19900414 GOOD
 EC2878
 EC2878                          STATION DESCRIPTION
 EC2878
 EC2878'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2878'STATION IS LOCATED 2.6 MILFS SOUTH SOUTHWEST OF COWPENS.
 EC2878'OWNERSHIP--CHARLES B. MIERFK, 5250 CLIFTON-GLENDALE ROAD,
 EC2878'SPARTANBURG, SC 29302, PHONE 803-579-4405.
 EC2878'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 EC2878'ROAD 57 IN CONVERSE, GO SOUTHEAST ON ROAD 57 FOR 0.1 MILE TO A
 EC2878'T-JUNCTION, TURN LEFT ON ROAD 57 (MAIN STREET) FOR 1.3 MILES TO THE
 EC2878'JUNCTION OF STATE ROAD 30 (CLIFTON-COWPENS ROAD AND RIVER ROAD) AND
 EC2878'THE END OF ROAD 57, CONTINUE AHEAD ON ROAD 30 (RIVER ROAD) FOR 0.5
 EC2878'MILE TO THE JUNCTION OF STATE ROAD 59, TURN LEFT ON ROAD 59 FOR 0.35
 EC2878'MILE TO THE JUNCTION OF CALVERT STREET AND A GRAVEL DRIVE TO AN
 EC2878'ALUMINUM BUILDING, TURN LEFT ON THE DRIVE FOR 0.05 MILE TO THE
 EC2878'STATION ON THE RIGHT NEAR A POWER POLE WITH TWO GUY WIRES,
 EC2878'TRANSFORMER AND AN ELECTRIC METER ATTACHED.
 EC2878'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC2878'DRIVE, 33.3 FEET EAST OF THE CENTER OF THE DRIVE, 38.2 FEET SOUTHWEST
 EC2878'OF THE SOUTHWEST CORNER OF THE BUILDING, 5.4 FEET NORTHWEST OF THE
 EC2878'POWER POLE.
 EC2878'DESCRIBED BY J.R. WERNER.
 EC2878
 EC2878                          STATION RECOVERY (1990)
 EC2878
 EC2878'RECOVERED 1990
 EC2878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2860 ***********************************************************************
 EC2860  HT_MOD      -  This is a Height Modernization Survey Station.
 EC2860  DESIGNATION -  42 471
 EC2860  PID         -  EC2860
 EC2860  STATE/COUNTY-  SC/SPARTANBURG
 EC2860  USGS QUAD   -  PACOLET (1983)
 EC2860
 EC2860                         *CURRENT SURVEY CONTROL
 EC2860  ___________________________________________________________________
 EC2860* NAD 83(2001)-  34 56 50.38875(N)    081 46 04.72439(W)     ADJUSTED  
 EC2860* NAVD 88     -       229.89   (meters)     754.2    (feet)  GPS OBS   
 EC2860  ___________________________________________________________________
 EC2860  X           -     749,406.169 (meters)                     COMP
 EC2860  Y           -  -5,180,010.065 (meters)                     COMP
 EC2860  Z           -   3,633,192.469 (meters)                     COMP
 EC2860  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 EC2860  ELLIP HEIGHT-         198.25  (meters)          (03/27/03) GPS OBS
 EC2860  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 EC2860
 EC2860  HORZ ORDER  -  FIRST
 EC2860  ELLP ORDER  -  FOURTH    CLASS II
 EC2860
 EC2860.The horizontal coordinates were established by GPS observations
 EC2860.and adjusted by the National Geodetic Survey in March 2003..
 EC2860
 EC2860.The orthometric height was determined by GPS observations and a
 EC2860.high-resolution geoid model using precise GPS observation and
 EC2860.processing techniques.
 EC2860
 EC2860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2860
 EC2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2860
 EC2860.The ellipsoidal height was determined by GPS observations
 EC2860.and is referenced to NAD 83.
 EC2860
 EC2860.The geoid height was determined by GEOID03.
 EC2860
 EC2860;                    North         East     Units Scale Factor Converg.
 EC2860;SPC SC       -   345,613.806   539,445.372   MT  1.00004252   -0 25 32.8
 EC2860;SPC SC       - 1,133,903.56  1,769,833.90   iFT  1.00004252   -0 25 32.8
 EC2860;UTM  17      - 3,867,471.429   429,875.042   MT  0.99966061   -0 26 23.8
 EC2860
 EC2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2860!SPC SC       -   0.99996888  x   1.00004252  =   1.00001140
 EC2860!UTM  17      -   0.99996888  x   0.99966061  =   0.99962950
 EC2860
 EC2860                          SUPERSEDED SURVEY CONTROL
 EC2860
 EC2860  NAD 83(1995)-  34 56 50.38905(N)    081 46 04.72397(W) AD(       ) 1
 EC2860  ELLIP H (12/20/99)  198.25   (m)                       GP(       ) 4 1
 EC2860  NAD 83(1986)-  34 56 50.40002(N)    081 46 04.72811(W) AD(       ) 1
 EC2860  NGVD 29 (11/06/91)  229.8    (m)          754.     (f) GPS OBS        
 EC2860
 EC2860.Superseded values are not recommended for survey control.
 EC2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2860.See file dsdata.txt to determine how the superseded data were derived.
 EC2860
 EC2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2987567471(NAD 83)
 EC2860_MARKER: DD = SURVEY DISK
 EC2860_SETTING: 66 = SET IN ROCK OUTCROP
 EC2860_SP_SET: ROCK OUTCROP
 EC2860_STAMPING: 42 471 1989
 EC2860_MARK LOGO: SCGS  
 EC2860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EC2860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EC2860+STABILITY: POSITION/ELEVATION WELL
 EC2860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2860+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 EC2860
 EC2860  HISTORY     - Date     Condition        Report By
 EC2860  HISTORY     - 1989     MONUMENTED       SCGS
 EC2860  HISTORY     - 19890915 GOOD             SCGS
 EC2860  HISTORY     - 19900413 GOOD
 EC2860  HISTORY     - 20020730 GOOD             SCGS
 EC2860
 EC2860                          STATION DESCRIPTION
 EC2860
 EC2860'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2860'STATION IS LOCATED 3.6 MILFS NORTH NORTHWEST OF PACOLET AND 5.2 MILES
 EC2860'SOUTHEAST OF CONVERSE.  OWNERSHIP--HAMMET GROVE BAPTIST CHURCH,
 EC2860'PACOLET MILLS, SC 29373.
 EC2860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150, 9 AND
 EC2860'U.S. HIGHWAY 176 IN PACOLET, GO NORTHEAST ON HIGHWAY 150 FOR 0.1 MILE
 EC2860'TO THE JUNCTION OF STATE ROAD 227 (MAIN STREET), TURN LEFT ON ROAD
 EC2860'227 FOR 0.6 MILE TO THE JUNCTION OF STATE ROAD 816 (MCDOWELL STREET),
 EC2860'TURN RIGHT ON ROAD 816 FOR 0.7 MILE TO THE JUNCTION OF STATE ROAD 569
 EC2860'(SUNNY ACRES ROAD), TURN RIGHT ON ROAD 569 FOR 1.9 MILES TO THE
 EC2860'JUNCTION OF STATE HIGHWAY 150 IN PACOLET MILLS, CONTINUE ON HIGHWAY
 EC2860'150 ACROSS THE PACOLET RIVFR FOR 0.4 MILE TO THE JUNCTION OF CHAPEL
 EC2860'STREET, TURN LEFT ON CHAPEL STREET FOR 0.05 MILE TO THE JUNCTION OF
 EC2860'GREEN STREET, TURN RIGHT ON GREEN STREET FOR 0.95 MILE TO THE
 EC2860'JUNCTION OF STATE ROAD 226 (HAMMETT GROVE ROAD), TURN LEFT ON ROAD
 EC2860'226 FOR 2.1 MILES TO THE STATION ON THE RIGHT ON THE SOUTH SIDE OF
 EC2860'THE HAMMETT GROVE BAPTIST CHURCH.
 EC2860'STATION IS DRILL MARK IN ROCK OUTCROP AND 5.5 FEET ABOVE THE ROAD,
 EC2860'94.7 FEET EAST SOUTHEAST OF THE CENTER OF THE ROAD, 34.7 FEET SOUTH
 EC2860'OF THE WEST CORNER OF THE CHURCH, 77.3 FEET EAST OF A LONE POST OAK
 EC2860'TREE, 45.4 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE MOORE
 EC2860'HEADSTONE (RAYMOND D. AND H. ELLEN HORN).
 EC2860'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS.
 EC2860'DESCRIBED BY J.R. WERNER.
 EC2860
 EC2860                          STATION RECOVERY (1989)
 EC2860
 EC2860'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW)
 EC2860'RECOVERED AS DESCRIBED.
 EC2860
 EC2860                          STATION RECOVERY (1990)
 EC2860
 EC2860'RECOVERED 1990
 EC2860'RECOVERED IN GOOD CONDITION.
 EC2860
 EC2860                          STATION RECOVERY (2002)
 EC2860
 EC2860'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 EC2860'STATION IS LOCATED 3.4 MILES NORTH OF PACOLET, 9.3 MILES EAST OF
 EC2860'SPARTANBURG.
 EC2860'OWNERSHIP--HAMMETT GROVE BAPTIST CHURCH, 635 HAMMETT GROVE ROAD,
 EC2860'SPARTANBURG, SC 29307, PHONE 864-474-1053.
 EC2860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150 (PACOLET
 EC2860'HIGHWAY), 211
 EC2860'(ASHBURY ROAD) AND A PAVED ROAD LEADING WEST (PLANTATION TRAIL-ROAD
 EC2860'ENDS), 4.15 MILES
 EC2860'NORTHEAST OF PACOLET, GO SOUTH SOUTHWEST ON HIGHWAY 150 FOR 1.85 MILES
 EC2860'TO THE
 EC2860'JUNCTION OF A PAVED ROAD RIGHT (SHORT DRIVE), TURN RIGHT ON SHORT
 EC2860'DRIVE 0.15 MILE TO
 EC2860'THE JUNCTION OF OLD PACOLET ROAD, TURN LEFT ON OLD PACOLET ROAD FOR
 EC2860'0.75 MILE TO THE
 EC2860'JUNCTION OF STATE ROAD 226 (HAMMETT GROVE ROAD), TURN LEFT ON ROAD 226
 EC2860'FOR 1.95 MILES
 EC2860'TO THE STATION ON THE RIGHT SET IN A ROCK OUTCROP NEAR THE WEST CORNER
 EC2860'OF THE
 EC2860'HAMMETT GROVE BAPTIST CHURCH.
 EC2860'STATION IS A DISK SET INTO ROCK OUTCROP  AND LEVEL WITH THE ASPHALT
 EC2860'PARKING
 EC2860'LOT, 34.8 FEET SOUTH OF THE WEST CORNER OF THE CHURCH, 39.9 FEET NORTH
 EC2860'OF THE
 EC2860'NORTHEAST CORNER OF A CONCRETE BORDER AROUND THE MOORE FAMILY PLOT,
 EC2860'73.5 FEET EAST
 EC2860'SOUTHEAST OF A SECURITY LIGHT POLE, 41.0 FEET NORTHWEST OF A 1.2-FOOT
 EC2860'CEDAR TREE.
 EC2860'RECOVERED BY T. HALL.
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860' 
 EC2860'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2879 ***********************************************************************
 EC2879  DESIGNATION -  42 472
 EC2879  PID         -  EC2879
 EC2879  STATE/COUNTY-  SC/SPARTANBURG
 EC2879  USGS QUAD   -  SPARTANBURG (1983)
 EC2879
 EC2879                         *CURRENT SURVEY CONTROL
 EC2879  ___________________________________________________________________
 EC2879* NAD 83(2001)-  34 56 35.68436(N)    081 56 25.46535(W)     ADJUSTED  
 EC2879* NAVD 88     -       228.3    (meters)     749.     (feet)  GPS OBS   
 EC2879  ___________________________________________________________________
 EC2879  X           -     733,850.116 (meters)                     COMP
 EC2879  Y           -  -5,182,497.766 (meters)                     COMP
 EC2879  Z           -   3,632,820.224 (meters)                     COMP
 EC2879  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 EC2879  ELLIP HEIGHT-         196.86  (meters)          (03/27/03) GPS OBS
 EC2879  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EC2879
 EC2879  HORZ ORDER  -  FIRST
 EC2879  ELLP ORDER  -  FOURTH    CLASS II
 EC2879
 EC2879.The horizontal coordinates were established by GPS observations
 EC2879.and adjusted by the National Geodetic Survey in March 2003..
 EC2879
 EC2879.The orthometric height was determined by GPS observations and a
 EC2879.high-resolution geoid model.
 EC2879
 EC2879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC2879
 EC2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC2879
 EC2879.The ellipsoidal height was determined by GPS observations
 EC2879.and is referenced to NAD 83.
 EC2879
 EC2879.The geoid height was determined by GEOID03.
 EC2879
 EC2879;                    North         East     Units Scale Factor Converg.
 EC2879;SPC SC       -   345,290.855   523,690.399   MT  1.00004093   -0 31 16.9
 EC2879;SPC SC       - 1,132,844.01  1,718,144.35   iFT  1.00004093   -0 31 16.9
 EC2879;UTM  17      - 3,867,152.922   414,125.755   MT  0.99969089   -0 32 19.2
 EC2879
 EC2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC2879!SPC SC       -   0.99996910  x   1.00004093  =   1.00001003
 EC2879!UTM  17      -   0.99996910  x   0.99969089  =   0.99966000
 EC2879
 EC2879                          SUPERSEDED SURVEY CONTROL
 EC2879
 EC2879  NAD 83(1995)-  34 56 35.68455(N)    081 56 25.46477(W) AD(       ) 1
 EC2879  ELLIP H (12/20/99)  196.88   (m)                       GP(       ) 4 1
 EC2879  NAD 83(1986)-  34 56 35.69666(N)    081 56 25.46832(W) AD(       ) 1
 EC2879
 EC2879.Superseded values are not recommended for survey control.
 EC2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2879.See file dsdata.txt to determine how the superseded data were derived.
 EC2879
 EC2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1412667153(NAD 83)
 EC2879_MARKER: DD = SURVEY DISK
 EC2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2879_SP_SET: CONCRETE POST
 EC2879_STAMPING: 42 472 1989
 EC2879_MARK LOGO: SCGS  
 EC2879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EC2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2879+STABILITY: SURFACE MOTION
 EC2879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2879+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 EC2879
 EC2879  HISTORY     - Date     Condition        Report By
 EC2879  HISTORY     - 1989     MONUMENTED       SCGS
 EC2879  HISTORY     - 19900417 GOOD
 EC2879
 EC2879                          STATION DESCRIPTION
 EC2879
 EC2879'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 EC2879'STATION IS LOCATED IN SPARTANBURG.  OWNERSHIP--SCDHPT, DIRECTOR OF
 EC2879'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EC2879'803-737-1314.
 EC2879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (SAINT JOHNS
 EC2879'STREET) AND STATE HIGHWAY 296 (DANIEL MORGAN AVENUE) IN SPARTANBURG,
 EC2879'GO SOUTH SOUTHEAST ON HIGHWAY 296 FOR 0.15 MILE TO THE JUNCTION OF
 EC2879'WEST MAIN STREET, CONTINUE ON HIGHWAY 296 FOR 0.25 MILE TO THE
 EC2879'JUNCTION OF STATE ROAD 206 (WEST HENRY STREET), TURN RIGHT ON ROAD
 EC2879'206 FOR 0.35 MILE TO THE JUNCTION OF STATE ROAD 787 (FOREST STREET),
 EC2879'CONTINUE ON ROAD 206 FOR 0.1 MILE TO THE JUNCTION OF HIGHLAND STREET
 EC2879'AND THE STATION IN THE SOUTHWEST ANGLE OF THE JUNCTION.
 EC2879'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EC2879'ROAD, 42.5 FEET SOUTH OF THE CENTER OF THE ROAD, 30.0 FEET WEST OF
 EC2879'THE CENTER OF THE STREET, 33.7 FEET SOUTHEAST OF A POWER POLE WITH A
 EC2879'SCGS REFERENCE WASHER ATTACHED, 90.8 FEET WEST NORTHWEST OF THE
 EC2879'NORTHWEST CORNER OF A BRICK APARTMENT BUILDING, 8.1 FEET SOUTHWEST OF
 EC2879'A WITNESS POST.
 EC2879'DESCRIBED BY J.R. WERNER.
 EC2879
 EC2879                          STATION RECOVERY (1990)
 EC2879
 EC2879'RECOVERED 1990
 EC2879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4776 ***********************************************************************
 FA4776  DESIGNATION -  42 473
 FA4776  PID         -  FA4776
 FA4776  STATE/COUNTY-  SC/SPARTANBURG
 FA4776  USGS QUAD   -  VALLEY FALLS (1983)
 FA4776
 FA4776                         *CURRENT SURVEY CONTROL
 FA4776  ___________________________________________________________________
 FA4776* NAD 83(2001)-  35 03 02.45679(N)    081 59 03.22393(W)     ADJUSTED  
 FA4776* NAVD 88     -       287.7    (meters)     944.     (feet)  GPS OBS   
 FA4776  ___________________________________________________________________
 FA4776  X           -     728,939.623 (meters)                     COMP
 FA4776  Y           -  -5,176,336.094 (meters)                     COMP
 FA4776  Z           -   3,642,618.430 (meters)                     COMP
 FA4776  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FA4776  ELLIP HEIGHT-         256.05  (meters)          (03/27/03) GPS OBS
 FA4776  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FA4776
 FA4776  HORZ ORDER  -  FIRST
 FA4776  ELLP ORDER  -  FOURTH    CLASS II
 FA4776
 FA4776.The horizontal coordinates were established by GPS observations
 FA4776.and adjusted by the National Geodetic Survey in March 2003..
 FA4776
 FA4776.The orthometric height was determined by GPS observations and a
 FA4776.high-resolution geoid model.
 FA4776
 FA4776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4776
 FA4776.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4776
 FA4776.The ellipsoidal height was determined by GPS observations
 FA4776.and is referenced to NAD 83.
 FA4776
 FA4776.The geoid height was determined by GEOID03.
 FA4776
 FA4776;                    North         East     Units Scale Factor Converg.
 FA4776;SPC SC       -   357,247.428   519,800.751   MT  1.00008453   -0 32 44.4
 FA4776;SPC SC       - 1,172,071.61  1,705,383.04   iFT  1.00008453   -0 32 44.4
 FA4776;UTM  17      - 3,879,106.354   410,241.385   MT  0.99969929   -0 33 55.0
 FA4776
 FA4776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4776!SPC SC       -   0.99995981  x   1.00008453  =   1.00004434
 FA4776!UTM  17      -   0.99995981  x   0.99969929  =   0.99965911
 FA4776
 FA4776                          SUPERSEDED SURVEY CONTROL
 FA4776
 FA4776  NAD 83(1995)-  35 03 02.45730(N)    081 59 03.22314(W) AD(       ) 1
 FA4776  ELLIP H (12/20/99)  256.06   (m)                       GP(       ) 4 1
 FA4776  NAD 83(1986)-  35 03 02.46763(N)    081 59 03.22764(W) AD(       ) 1
 FA4776
 FA4776.Superseded values are not recommended for survey control.
 FA4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4776.See file dsdata.txt to determine how the superseded data were derived.
 FA4776
 FA4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1024179106(NAD 83)
 FA4776_MARKER: DD = SURVEY DISK
 FA4776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4776_SP_SET: CONCRETE POST
 FA4776_STAMPING: 42 473 1989
 FA4776_MARK LOGO: SCGS  
 FA4776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4776+STABILITY: SURFACE MOTION
 FA4776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4776+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 FA4776
 FA4776  HISTORY     - Date     Condition        Report By
 FA4776  HISTORY     - 1989     MONUMENTED       SCGS
 FA4776  HISTORY     - 19900504 GOOD
 FA4776
 FA4776                          STATION DESCRIPTION
 FA4776
 FA4776'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 FA4776'STATION IS LOCATED 0.25 MILE NORTH OF BOILING SPRINGS.
 FA4776'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FA4776'COLUMBIA, SC 29202, PHONE 803-737-1314.
 FA4776'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND STATE
 FA4776'ROAD 79 (VALLEY FALLS ROAD), 0.9 MILE SOUTHEAST OF BOILING SPRINGS,
 FA4776'GO NORTHWEST ON HIGHWAY 9 FOR 1.15 MILES TO THE JUNCTION OF STATE
 FA4776'ROAD 42 (RAINBOW LAKE ROAD), TURN RIGHT ON ROAD 42 FOR 0.2 MILE TO
 FA4776'THE STATION ON THE RIGHT NFAR A POWER POLE WITH A SCGS REFERENCE
 FA4776'WASHER ATTACHED.
 FA4776'STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW THE
 FA4776'ROAD, 138.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE,
 FA4776'28.8 FEET EAST OF THE CENTFR OF THE ROAD, 4.1 FEET NORTH OF THE POWER
 FA4776'POLE, 5.0 FEET NORTH OF A WITNESS POST.
 FA4776'DESCRIBED BY J.R. WERNER.
 FA4776
 FA4776                          STATION RECOVERY (1990)
 FA4776
 FA4776'RECOVERED 1990
 FA4776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3600 ***********************************************************************
 ED3600  DESIGNATION -  42 474
 ED3600  PID         -  ED3600
 ED3600  STATE/COUNTY-  SC/SPARTANBURG
 ED3600  USGS QUAD   -  GREER (1983)
 ED3600
 ED3600                         *CURRENT SURVEY CONTROL
 ED3600  ___________________________________________________________________
 ED3600* NAD 83(2001)-  34 57 11.31847(N)    082 10 43.21081(W)     ADJUSTED  
 ED3600* NAVD 88     -       252.5    (meters)     828.     (feet)  GPS OBS   
 ED3600  ___________________________________________________________________
 ED3600  X           -     712,209.680 (meters)                     COMP
 ED3600  Y           -  -5,184,901.088 (meters)                     COMP
 ED3600  Z           -   3,633,734.219 (meters)                     COMP
 ED3600  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ED3600  ELLIP HEIGHT-         221.07  (meters)          (03/27/03) GPS OBS
 ED3600  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 ED3600
 ED3600  HORZ ORDER  -  FIRST
 ED3600  ELLP ORDER  -  FOURTH    CLASS II
 ED3600
 ED3600.The horizontal coordinates were established by GPS observations
 ED3600.and adjusted by the National Geodetic Survey in March 2003..
 ED3600
 ED3600.The orthometric height was determined by GPS observations and a
 ED3600.high-resolution geoid model.
 ED3600
 ED3600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED3600
 ED3600.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED3600
 ED3600.The ellipsoidal height was determined by GPS observations
 ED3600.and is referenced to NAD 83.
 ED3600
 ED3600.The geoid height was determined by GEOID03.
 ED3600
 ED3600;                    North         East     Units Scale Factor Converg.
 ED3600;SPC SC       -   346,612.102   501,937.615   MT  1.00004479   -0 39 12.4
 ED3600;SPC SC       - 1,137,178.81  1,646,776.95   iFT  1.00004479   -0 39 12.4
 ED3600;UTM  17      - 3,868,481.169   392,380.537   MT  0.99974274   -0 40 31.2
 ED3600
 ED3600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED3600!SPC SC       -   0.99996530  x   1.00004479  =   1.00001009
 ED3600!UTM  17      -   0.99996530  x   0.99974274  =   0.99970805
 ED3600
 ED3600                          SUPERSEDED SURVEY CONTROL
 ED3600
 ED3600  NAD 83(1995)-  34 57 11.31893(N)    082 10 43.20914(W) AD(       ) 1
 ED3600  ELLIP H (12/20/99)  221.12   (m)                       GP(       ) 4 1
 ED3600  NAD 83(1986)-  34 57 11.32877(N)    082 10 43.21250(W) AD(       ) 1
 ED3600
 ED3600.Superseded values are not recommended for survey control.
 ED3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3600.See file dsdata.txt to determine how the superseded data were derived.
 ED3600
 ED3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9238168481(NAD 83)
 ED3600_MARKER: DD = SURVEY DISK
 ED3600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3600_SP_SET: CONCRETE POST
 ED3600_STAMPING: 42 474 1990
 ED3600_MARK LOGO: SCGS  
 ED3600_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3600+STABILITY: SURFACE MOTION
 ED3600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3600+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1990
 ED3600
 ED3600  HISTORY     - Date     Condition        Report By
 ED3600  HISTORY     - 1989     MONUMENTED       SCGS
 ED3600  HISTORY     - 19900612 GOOD
 ED3600
 ED3600                          STATION DESCRIPTION
 ED3600
 ED3600'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 ED3600'STATION IS LOCATED 2.8 MILFS NORTHEAST OF GREER.  OWNERSHIP--SCDHPT,
 ED3600'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 ED3600'803-737-1314.
 ED3600'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 357 (ARLINGTON
 ED3600'ROAD) AND U.S. HIGHWAY 29 (WADE HAMPTION BOULEVARD) IN GREER, GO EAST
 ED3600'ON HIGHWAY 29 FOR 1.65 MILFS TO THE BRIDGE OVER THE SOUTH TYGER
 ED3600'RIVER, CONTINUE ON HIGHWAY 29 FOR 0.4 MILE TO THE STATION ON THE LEFT
 ED3600'NEAR A POWER POLE, OUTSIDE OF A FENCE SURROUNDING A JUNK YARD.
 ED3600'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FEET ABOVE
 ED3600'THE HIGHWAY, 9.0 FEET SOUTH SOUTHWEST OF THE POWER POLE WITH A SCGS
 ED3600'REFERENCE WASHER ATTACHED, 9.4 FEET SOUTH SOUTHEAST OF THE FENCE
 ED3600'LINE, 74.5 FEET NORTH NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES
 ED3600'OF THE HIGHWAY, 9.0 FEET SOUTH SOUTHWEST OF A WITNESS POST.
 ED3600'DESCRIBED BY D.L. FERGUSON.
 ED3600
 ED3600                          STATION RECOVERY (1990)
 ED3600
 ED3600'RECOVERED 1990
 ED3600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC2467 ***********************************************************************
 EC2467  DESIGNATION -  42 475
 EC2467  PID         -  EC2467
 EC2467  STATE/COUNTY-  SC/SPARTANBURG
 EC2467  USGS QUAD   -  MOORE (1983)
 EC2467
 EC2467                         *CURRENT SURVEY CONTROL
 EC2467  ___________________________________________________________________
 EC2467* NAD 83(1986)-  34 50 24.     (N)    081 58 08.     (W)     SCALED    
 EC2467* NAVD 88     -       185.391  (meters)     608.24   (feet)  ADJUSTED  
 EC2467  ___________________________________________________________________
 EC2467  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EC2467  DYNAMIC HT  -         185.207 (meters)     607.63  (feet)  COMP
 EC2467  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 EC2467
 EC2467  VERT ORDER  -  FIRST     CLASS II
 EC2467
 EC2467.The horizontal coordinates were scaled from a topographic map and have
 EC2467.an estimated accuracy of +/- 6 seconds.
 EC2467
 EC2467.The orthometric height was determined by differential leveling
 EC2467.and adjusted by the National Geodetic Survey in June 1991..
 EC2467
 EC2467.The geoid height was determined by GEOID03.
 EC2467
 EC2467.The dynamic height is computed by dividing the NAVD 88
 EC2467.geopotential number by the normal gravity value computed on the
 EC2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC2467.degrees latitude (g = 980.6199 gals.).
 EC2467
 EC2467.The modeled gravity was interpolated from observed gravity values.
 EC2467
 EC2467;                    North         East    Units  Estimated Accuracy
 EC2467;SPC SC       -   333,860.      520,980.      MT  (+/- 180 meters Scaled)
 EC2467
 EC2467                          SUPERSEDED SURVEY CONTROL
 EC2467
 EC2467  NGVD 29 (09/16/91)  185.493  (m)          608.57   (f) ADJUSTED    1 2
 EC2467
 EC2467.Superseded values are not recommended for survey control.
 EC2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC2467.See file dsdata.txt to determine how the superseded data were derived.
 EC2467
 EC2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU114557(NAD 83)
 EC2467_MARKER: DD = SURVEY DISK
 EC2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC2467_SP_SET: CONCRETE POST
 EC2467_STAMPING: 42 475 1990
 EC2467_MARK LOGO: SCGS  
 EC2467_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC2467+STABILITY: SURFACE MOTION
 EC2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC2467+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EC2467
 EC2467  HISTORY     - Date     Condition        Report By
 EC2467  HISTORY     - 1990     MONUMENTED       SCGS
 EC2467
 EC2467                          STATION DESCRIPTION
 EC2467
 EC2467'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC2467'STATION IS LOCATED 1.4 MILES EAST NORTHEAST OF MOORE.
 EC2467'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC2467'COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC2467'TO REACH THE STATION FROM THE JUNCTION OF OVERPASS OF INTERSTATE 26
 EC2467'AND U.S. HIGHWAY 221, (1.25 MILES EAST NORTHEAST OF MOORE), GO
 EC2467'NORTHEAST ON HIGHWAY 221 FOR 0.2 MILE TO THE STATION IN THE SOUTH
 EC2467'ANGLE OF THE JUNCTION OF STATE ROAD 196 (STILLHOUSE ROAD).
 EC2467'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2 FEET BELOW THE
 EC2467'HIGHWAY, 150.7 FEET WEST OF A FIRE HYDRANT, 173.2 FEET NORTH
 EC2467'NORTHEAST OF A POWER POLE WITH SECURITY LIGHT AND TRANSFORMER, 106.5
 EC2467'FEET SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 38.3 FEET EAST
 EC2467'SOUTHEAST OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.2 FEET WEST
 EC2467'NORTHWEST OF A WITNESS POST.
 EC2467'DESCRIBED BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3736 ***********************************************************************
 FB3736  DESIGNATION -  42 475 X
 FB3736  PID         -  FB3736
 FB3736  STATE/COUNTY-  SC/SPARTANBURG
 FB3736  USGS QUAD   -  CAMPOBELLO (1983)
 FB3736
 FB3736                         *CURRENT SURVEY CONTROL
 FB3736  ___________________________________________________________________
 FB3736* NAD 83(1986)-  35 07 08.     (N)    082 12 22.     (W)     SCALED    
 FB3736* NAVD 88     -       315.554  (meters)    1035.28   (feet)  ADJUSTED  
 FB3736  ___________________________________________________________________
 FB3736  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FB3736  DYNAMIC HT  -         315.234 (meters)    1034.23  (feet)  COMP
 FB3736  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 FB3736
 FB3736  VERT ORDER  -  FIRST     CLASS II
 FB3736
 FB3736.The horizontal coordinates were scaled from a topographic map and have
 FB3736.an estimated accuracy of +/- 6 seconds.
 FB3736
 FB3736.The orthometric height was determined by differential leveling
 FB3736.and adjusted by the National Geodetic Survey in August 1993..
 FB3736
 FB3736.The geoid height was determined by GEOID03.
 FB3736
 FB3736.The dynamic height is computed by dividing the NAVD 88
 FB3736.geopotential number by the normal gravity value computed on the
 FB3736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3736.degrees latitude (g = 980.6199 gals.).
 FB3736
 FB3736.The modeled gravity was interpolated from observed gravity values.
 FB3736
 FB3736;                    North         East    Units  Estimated Accuracy
 FB3736;SPC SC       -   365,030.      499,650.      MT  (+/- 180 meters Scaled)
 FB3736
 FB3736                          SUPERSEDED SURVEY CONTROL
 FB3736
 FB3736  NGVD 29 (12/12/91)  315.626  (m)         1035.52   (f) ADJUSTED    1 2
 FB3736
 FB3736.Superseded values are not recommended for survey control.
 FB3736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3736.See file dsdata.txt to determine how the superseded data were derived.
 FB3736
 FB3736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU900868(NAD 83)
 FB3736_MARKER: DD = SURVEY DISK
 FB3736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3736_SP_SET: CONCRETE POST
 FB3736_STAMPING: 42 475 X 1991
 FB3736_MARK LOGO: SCGS  
 FB3736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB3736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3736+STABILITY: SURFACE MOTION
 FB3736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3736+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 FB3736
 FB3736  HISTORY     - Date     Condition        Report By
 FB3736  HISTORY     - 1991     MONUMENTED       SCGS
 FB3736  HISTORY     - 20000712 GOOD             SCGS
 FB3736
 FB3736                          STATION DESCRIPTION
 FB3736
 FB3736'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3736'STATION IS LOCATED 1.15 MILES NORTHEAST OF GOWENSVILLE, 3.25 MILES
 FB3736'WEST OF CAMPOBELLO.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 FB3736'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 FB3736'STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 (NORTH HIGHWAY 14) AND
 FB3736'11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) IN GOWENSVILLE, GO EAST ON
 FB3736'HIGHWAY 11 FOR 0.4 MILE TO THE GREENVILLE/SPARTANBURG COUNTY LINE,
 FB3736'CONTINUE ON HIGHWAY 11 FOR 0.85 MILE TO THE STATION ON THE RIGHT NEAR
 FB3736'A FENCE LINE TO A LUMBER YARD AND ACROSS THE HIGHWAY FROM A METAL
 FB3736'WAREHOUSE BUILDING.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 FB3736'AND 1.5 FEET BELOW THE HIGHWAY, 35.3 FEET SOUTH SOUTHWEST OF THE
 FB3736'CENTER OF THE HIGHWAY, 2.0 FEET NORTH NORTHEAST OF THE FENCE LINE,
 FB3736'192.0 FEET EAST OF THE WEST ENTRANCE DRIVEWAY TO THE LUMBER YARD,
 FB3736'137.5 FEET WEST SOUTHWEST OF A POWER POLE NUMBER 4001/065 WITH A GUY
 FB3736'WIRE, A TRANSFORMER AND A TELEPHONE JUNCTION BOX AT ITS BASE, 56.1
 FB3736'FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN SHED AT THE
 FB3736'SCALES RAMP IN THE LUMBER YARD, 3.0 FEET NORTHWEST OF A WITNESS POST.
 FB3736'DESCRIBED BY T. HALL.
 FB3736
 FB3736                          STATION RECOVERY (2000)
 FB3736
 FB3736'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3736'STATION IS LOCATED 3.2 MILES (5.1 KM) WEST OF CAMPOBELLO, 19.4 MILES
 FB3736'(31.2 KM) NORTHWEST OF SPARTANBURG.  OWNERSHIP--SCDOT, DIRECTOR OF
 FB3736'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 FB3736'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FB3736'HIGHWAYS 11 (CHEROKEE SCENIC HIGHWAY) AND 14, 8.7 MILES (14.0 KM)
 FB3736'NORTHEAST OF TIGERVILLE, GO EAST ON HIGHWAY 11 FOR 0.4 MILE (0.6 KM)
 FB3736'TO THE GREENVILLE COUNTY/SPARTANBURG COUNTY LINE, CONTINUE ON HIGHWAY
 FB3736'11 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE RIGHT OPPOSITE A MOBILE
 FB3736'TRAILER OFFICE NUMBER 13536.  STATION IS A CONCRETE POST RECESSED 0.1
 FB3736'FOOT (3.0 CM) AND 2.0 FEET (0.6 M) BELOW THE HIGHWAY, 34.9 FEET (10.6
 FB3736'M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.4 FEET (0.7 M)
 FB3736'NORTH NORTHEAST OF A 4.0-FOOT CHAIN LINK FENCE LINE, 145.0 FEET (44.2
 FB3736'M) WEST OF THE WEST EDGE OF PAVEMENT OF THE MAIN ENTRANCE TO A LUMBER
 FB3736'MILL, 102.1 FEET (31.1 M) SOUTHEAST OF THE EAST END OF A 1.5-FOOT
 FB3736'CONCRETE PIPE CULVERT BENEATH THE WEST ENTRANCE DRIVE TO BUILDING
 FB3736'NUMBER 13536, 2.7 FEET (0.8 M) NORTH NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FB3738 ***********************************************************************
 FB3738  DESIGNATION -  42 476
 FB3738  PID         -  FB3738
 FB3738  STATE/COUNTY-  SC/SPARTANBURG
 FB3738  USGS QUAD   -  CAMPOBELLO (1983)
 FB3738
 FB3738                         *CURRENT SURVEY CONTROL
 FB3738  ___________________________________________________________________
 FB3738* NAD 83(1986)-  35 07 03.     (N)    082 10 08.     (W)     SCALED    
 FB3738* NAVD 88     -       289.047  (meters)     948.32   (feet)  ADJUSTED  
 FB3738  ___________________________________________________________________
 FB3738  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FB3738  DYNAMIC HT  -         288.755 (meters)     947.36  (feet)  COMP
 FB3738  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 FB3738
 FB3738  VERT ORDER  -  FIRST     CLASS II
 FB3738
 FB3738.The horizontal coordinates were scaled from a topographic map and have
 FB3738.an estimated accuracy of +/- 6 seconds.
 FB3738
 FB3738.The orthometric height was determined by differential leveling
 FB3738.and adjusted by the National Geodetic Survey in August 1993..
 FB3738
 FB3738.The geoid height was determined by GEOID03.
 FB3738
 FB3738.The dynamic height is computed by dividing the NAVD 88
 FB3738.geopotential number by the normal gravity value computed on the
 FB3738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3738.degrees latitude (g = 980.6199 gals.).
 FB3738
 FB3738.The modeled gravity was interpolated from observed gravity values.
 FB3738
 FB3738;                    North         East    Units  Estimated Accuracy
 FB3738;SPC SC       -   364,840.      503,040.      MT  (+/- 180 meters Scaled)
 FB3738
 FB3738                          SUPERSEDED SURVEY CONTROL
 FB3738
 FB3738  NGVD 29 (12/12/91)  289.120  (m)          948.55   (f) ADJUSTED    1 2
 FB3738
 FB3738.Superseded values are not recommended for survey control.
 FB3738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3738.See file dsdata.txt to determine how the superseded data were derived.
 FB3738
 FB3738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU934866(NAD 83)
 FB3738_MARKER: DD = SURVEY DISK
 FB3738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3738_SP_SET: CONCRETE POST
 FB3738_STAMPING: 42 476 1991
 FB3738_MARK LOGO: SCGS  
 FB3738_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3738+STABILITY: SURFACE MOTION
 FB3738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3738+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FB3738
 FB3738  HISTORY     - Date     Condition        Report By
 FB3738  HISTORY     - 1991     MONUMENTED       SCGS
 FB3738
 FB3738                          STATION DESCRIPTION
 FB3738
 FB3738'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 FB3738'STATION IS LOCATED 1.15 MILES WEST NORTHWEST OF CAMPOBELLO.
 FB3738'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 FB3738'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM
 FB3738'THE JUNCTION OF U.S. HIGHWAY 176 (NORTH MAIN STREET) AND STATE
 FB3738'HIGHWAY 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AT THE WEST EDGE OF
 FB3738'CAMPOBELLO, GO WEST ON HIGHWAY 11 FOR 0.65 MILE TO THE JUNCTION OF
 FB3738'STATE ROAD 886 (UNDERWOOD ROAD) AND THE STATION IN THE SOUTHWEST
 FB3738'ANGLE, NEAR THE PARKWAY BAPTIST CHURCH.  STATION IS A CONCRETE POST
 FB3738'FLUSH WITH THE GROUND AND 3.0 FEET ABOVE THE HIGHWAY, 49.8 FEET SOUTH
 FB3738'OF THE CENTER OF THE HIGHWAY, 39.1 FEET WEST OF THE CENTER OF THE
 FB3738'ROAD, 21.2 FEET SOUTHEAST OF A POWER POLE NUMBER 4001/019, 33.5 FEET
 FB3738'SOUTHEAST OF THE EAST END OF A 12-INCH CONCRETE PIPE CULVERT BENEATH
 FB3738'A DRIVEWAY TO A CHURCH, 30.2 FEET SOUTHWEST OF THE WEST END OF A
 FB3738'12-INCH CONCRETE PIPE CULVERT BENEATH ROAD 886, 118.8 FEET EAST OF
 FB3738'THE NORTHEAST CORNER OF A BRICK FOUNDATION FOR A SIGN TO THE PARKWAY
 FB3738'BAPTIST CHURCH, 20.9 FEET SOUTHEAST OF A WITNESS POST.  DESCRIBED BY
 FB3738'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4679 ***********************************************************************
 DD4679  DESIGNATION -  42 MEA
 DD4679  PID         -  DD4679
 DD4679  STATE/COUNTY-  SC/FLORENCE
 DD4679  USGS QUAD   -  SCRANTON (1990)
 DD4679
 DD4679                         *CURRENT SURVEY CONTROL
 DD4679  ___________________________________________________________________
 DD4679* NAD 83(1986)-  33 58 20.     (N)    079 44 56.     (W)     SCALED    
 DD4679* NAVD 88     -        25.981  (meters)      85.24   (feet)  ADJUSTED  
 DD4679  ___________________________________________________________________
 DD4679  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DD4679  DYNAMIC HT  -          25.955 (meters)      85.15  (feet)  COMP
 DD4679  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 DD4679
 DD4679  VERT ORDER  -  FIRST     CLASS II
 DD4679
 DD4679.The horizontal coordinates were scaled from a topographic map and have
 DD4679.an estimated accuracy of +/- 6 seconds.
 DD4679
 DD4679.The orthometric height was determined by differential leveling
 DD4679.and adjusted by the National Geodetic Survey in June 1994..
 DD4679
 DD4679.The geoid height was determined by GEOID03.
 DD4679
 DD4679.The dynamic height is computed by dividing the NAVD 88
 DD4679.geopotential number by the normal gravity value computed on the
 DD4679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4679.degrees latitude (g = 980.6199 gals.).
 DD4679
 DD4679.The modeled gravity was interpolated from observed gravity values.
 DD4679
 DD4679;                    North         East    Units  Estimated Accuracy
 DD4679;SPC SC       -   237,890.      725,200.      MT  (+/- 180 meters Scaled)
 DD4679
 DD4679                          SUPERSEDED SURVEY CONTROL
 DD4679
 DD4679.No superseded survey control is available for this station.
 DD4679
 DD4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT155597(NAD 83)
 DD4679_MARKER: DD = SURVEY DISK
 DD4679_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD4679_SP_SET: CURB
 DD4679_STAMPING: 86 42 MEA 1981
 DD4679_MARK LOGO: USGS  
 DD4679_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4679+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004
 DD4679
 DD4679  HISTORY     - Date     Condition        Report By
 DD4679  HISTORY     - 1981     MONUMENTED       USGS
 DD4679  HISTORY     - 19930518 GOOD             SCGS
 DD4679  HISTORY     - 20040911 GOOD             USPSQD
 DD4679
 DD4679                          STATION DESCRIPTION
 DD4679
 DD4679'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4679'STATION IS LOCATED IN COWARD. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4679'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4679'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD4679'52 AND STATE HIGHWAY 541 (SALEM ROAD) IN COWARD, GO NORTH ON HIGHWAY
 DD4679'52 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 488 (LYNCH
 DD4679'ROAD) AND THE STATION IN THE CURB IN THE NORTHWEST ANGLE OF THE
 DD4679'JUNCTION. STATION IS A DRILL MARK IN THE CURB AND 0.5 FOOT (15.2 CM)
 DD4679'ABOVE THE HIGHWAY, 23.0 FEET (7.0 M) SOUTH OF A FIRE HYDRANT, 18.6
 DD4679'FEET (5.7 M) SOUTH OF A CONCRETE POST INSCRIBED (M/V) PROJECTING 2.5
 DD4679'FEET. RECOVERED BY T. HALL.
 DD4679
 DD4679                          STATION RECOVERY (2004)
 DD4679
 DD4679'RECOVERY NOTE BY US POWER SQUADRON 2004 (KBJ)
 DD4679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2838 ***********************************************************************
 CK2838  DESIGNATION -  42 RFJ
 CK2838  PID         -  CK2838
 CK2838  STATE/COUNTY-  SC/DORCHESTER
 CK2838  USGS QUAD   -  STALLSVILLE (1979)
 CK2838
 CK2838                         *CURRENT SURVEY CONTROL
 CK2838  ___________________________________________________________________
 CK2838* NAD 83(1986)-  32 56 55.     (N)    080 13 36.     (W)     SCALED    
 CK2838* NAVD 88     -        14.204  (meters)      46.60   (feet)  ADJUSTED  
 CK2838  ___________________________________________________________________
 CK2838  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 CK2838  DYNAMIC HT  -          14.188 (meters)      46.55  (feet)  COMP
 CK2838  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 CK2838
 CK2838  VERT ORDER  -  FIRST     CLASS II
 CK2838
 CK2838.The horizontal coordinates were scaled from a topographic map and have
 CK2838.an estimated accuracy of +/- 6 seconds.
 CK2838
 CK2838.The orthometric height was determined by differential leveling
 CK2838.and adjusted by the National Geodetic Survey in June 1991..
 CK2838
 CK2838.The geoid height was determined by GEOID03.
 CK2838
 CK2838.The dynamic height is computed by dividing the NAVD 88
 CK2838.geopotential number by the normal gravity value computed on the
 CK2838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2838.degrees latitude (g = 980.6199 gals.).
 CK2838
 CK2838.The modeled gravity was interpolated from observed gravity values.
 CK2838
 CK2838;                    North         East    Units  Estimated Accuracy
 CK2838;SPC SC       -   123,960.      681,900.      MT  (+/- 180 meters Scaled)
 CK2838
 CK2838                          SUPERSEDED SURVEY CONTROL
 CK2838
 CK2838  NGVD 29 (03/21/89)   14.498  (m)           47.57   (f) ADJUSTED    1 2
 CK2838
 CK2838.Superseded values are not recommended for survey control.
 CK2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2838.See file dsdata.txt to determine how the superseded data were derived.
 CK2838
 CK2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS722458(NAD 83)
 CK2838_MARKER: DD = SURVEY DISK
 CK2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2838_SP_SET: CONCRETE POST
 CK2838_STAMPING: 48 42 RFJ 1972
 CK2838_MARK LOGO: USGS  
 CK2838_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2838+STABILITY: SURFACE MOTION
 CK2838
 CK2838  HISTORY     - Date     Condition        Report By
 CK2838  HISTORY     - 1972     MONUMENTED       USGS
 CK2838  HISTORY     - 1984     GOOD             SCGS
 CK2838  HISTORY     - 19950611 MARK NOT FOUND   USPSQD
 CK2838  HISTORY     - 20020806 MARK NOT FOUND   SCGS
 CK2838
 CK2838                          STATION DESCRIPTION
 CK2838
 CK2838'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2838'5.6 KM (3.5 MI) SW FROM STALLSVILLE.
 CK2838'2.0 KILOMETERS (1.25 MILES) WEST ALONG STATE HIGHWAY 61 FROM THE
 CK2838'WESTERN MOST INTERSECTION OF STATE HIGHWAY 165 AT COOKE CROSSROADS,
 CK2838'SET NEAR A POWER POLE ACROSS THE ROAD FROM A SAND ROAD THAT LEADS
 CK2838'NORTH, 11.7 METERS (38.5 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CK2838'7.4 METERS (24.3 FEET) WEST OF THE EXTENDED CENTER OF THE SAND ROAD,
 CK2838'5.6 METERS (18.5 FEET) EAST OF THE POWER POLE NUMBER 232826.
 CK2838'THE MARK IS 0.20 METERS  N FROM A WITNESS POST.
 CK2838'THE MARK IS 0.30 M ABOVE HIGHWAY.
 CK2838
 CK2838                          STATION RECOVERY (1995)
 CK2838
 CK2838'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2838'MARK NOT FOUND.
 CK2838
 CK2838                          STATION RECOVERY (2002)
 CK2838
 CK2838'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2838'NOT RECOVERED,  SEARCHED 15 MINUTES WITH NO RESULTS, MEASUREMENTS
 CK2838'INADEQUATE, AREA
 CK2838'HAS CHANGED, PRESUMED DESTROYED BY SUBDIVISION CONSTRUCTION.
 CK2838'RECOVERY BY J.B. SMOAK.
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838' 
 CK2838'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3311 ***********************************************************************
 DE3311  DESIGNATION -  42 SW 15
 DE3311  PID         -  DE3311
 DE3311  STATE/COUNTY-  SC/AIKEN
 DE3311  USGS QUAD   -  AIKEN (1980)
 DE3311
 DE3311                         *CURRENT SURVEY CONTROL
 DE3311  ___________________________________________________________________
 DE3311* NAD 83(1986)-  33 33 13.     (N)    081 42 18.     (W)     SCALED    
 DE3311* NAVD 88     -       152.963  (meters)     501.85   (feet)  ADJUSTED  
 DE3311  ___________________________________________________________________
 DE3311  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DE3311  DYNAMIC HT  -         152.797 (meters)     501.30  (feet)  COMP
 DE3311  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DE3311
 DE3311  VERT ORDER  -  FIRST     CLASS II
 DE3311
 DE3311.The horizontal coordinates were scaled from a topographic map and have
 DE3311.an estimated accuracy of +/- 6 seconds.
 DE3311
 DE3311.The orthometric height was determined by differential leveling
 DE3311.and adjusted by the National Geodetic Survey in April 1994..
 DE3311
 DE3311.The geoid height was determined by GEOID03.
 DE3311
 DE3311.The dynamic height is computed by dividing the NAVD 88
 DE3311.geopotential number by the normal gravity value computed on the
 DE3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3311.degrees latitude (g = 980.6199 gals.).
 DE3311
 DE3311.The modeled gravity was interpolated from observed gravity values.
 DE3311
 DE3311;                    North         East    Units  Estimated Accuracy
 DE3311;SPC SC       -   191,000.      544,140.      MT  (+/- 180 meters Scaled)
 DE3311
 DE3311                          SUPERSEDED SURVEY CONTROL
 DE3311
 DE3311.No superseded survey control is available for this station.
 DE3311
 DE3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT345128(NAD 83)
 DE3311_MARKER: P = PIPE CAP
 DE3311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3311_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3311_STAMPING: 42 1992 SW 15
 DE3311_MARK LOGO: SC0020
 DE3311_PROJECTION: RECESSED 15 CENTIMETERS
 DE3311_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3311+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 DE3311_ROD/PIPE-DEPTH: 0.76 meters
 DE3311
 DE3311  HISTORY     - Date     Condition        Report By
 DE3311  HISTORY     - 1992     MONUMENTED       SC0020
 DE3311  HISTORY     - 19920908 GOOD             SCGS
 DE3311  HISTORY     - 20000725 GOOD             SCGS
 DE3311
 DE3311                          STATION DESCRIPTION
 DE3311
 DE3311'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3311'STATION IS LOCATED 1.1 MILES (1.8 KM) EAST SOUTHEAST OF AIKEN.
 DE3311'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3311'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3311'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78
 DE3311'(RICHLAND AVENUE NORTHEAST), TRUCK 1 AND 78, STATE HIGHWAYS 118 AND
 DE3311'TRUCK NORTH 19 (BEAUFORT STREET NORTHEAST) AND STATE ROAD 671
 DE3311'(BEAUFORT STREET SOUTHEAST), 1.15 MILES (1.85 KM) EAST OF AIKEN, GO
 DE3311'SOUTHWEST ON ROAD 671 FOR 0.15 MILE (0.24 KM) TO PARK AVENUE
 DE3311'SOUTHEAST AND THE STATION AHEAD NEAR RAILROAD TRACKS.
 DE3311'STATION IS A PIPE MARK WITH CAP RECESSED 0.6-FOOT AND 0.5 FOOT
 DE3311'(15.2 CM) BELOW THE ROADS, 26.5 FEET (8.1 M) SOUTH SOUTHWEST OF THE
 DE3311'CENTER OF PARK AVENUE SOUTHEAST, 30.2 FEET (9.2 M) EAST SOUTHEAST OF
 DE3311'THE EXTENDED CENTER OF ROAD 671, 30.7 FEET (9.4 M) NORTH NORTHEAST OF
 DE3311'THE NORTH RAIL OF A DOUBLE SET OF RAILROAD TRACKS, 78.8 FEET
 DE3311'(24.0 M) SOUTH SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND A
 DE3311'SECURITY LIGHT, 84.6 FEET (25.8 M) WEST OF A POWER POLE NUMBER
 DE3311'252875, 1.4 FEET (0.4 M) NORTH NORTHEAST OF A WITNESS POST.
 DE3311'RECOVERED BY T. HALL.
 DE3311
 DE3311                          STATION RECOVERY (2000)
 DE3311
 DE3311'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3311'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTHEAST OF AIKEN.
 DE3311'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3311'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3311'JUNCTION OF U.S.  HIGHWAYS 1/78 (RICHLAND AVENUE NORTHEAST) , TRUCK
 DE3311'1/78, STATE HIGHWAYS 118/TRUCK NORTH 19 (BEAUFORT STREET NORTHEAST)
 DE3311'AND STATE ROAD 671 (BEAUFORT STREET SOUTHEAST) , 1.15 MILES (1.85 KM)
 DE3311'EAST OF AIKEN, GO SOUTHWEST ON ROAD 671 FOR 0.15 MILE (0.24 KM) TO
 DE3311'PARK AVENUE SOUTHEAST AND THE STATION AHEAD NEAR RAILROAD TRACKS.
 DE3311'STATION IS AN ALUMINUM PIPE MARK WITH CAP RECESSED 0.5 FOOT (15.2 CM)
 DE3311'AND 0.5 FOOT (15.2 CM) BELOW PARK AVENUE, 27.0 FEET (8.2 M) SOUTH
 DE3311'SOUTHWEST OF THE CENTER OF PARK AVENUE, 30.5 FEET (9.3 M) EAST
 DE3311'SOUTHEAST OF THE EXTENDED CENTER OF ROAD 671, 30.8 FEET (9.4 M) NORTH
 DE3311'NORTHEAST OF THE NORTH RAIL OF THE NORTHERN SET OF TWO RAILROAD
 DE3311'TRACKS, 56.5 FEET (17.2 M) WEST NORTHWEST OF THE SOUTHWEST CORNER OF
 DE3311'THE SOUTH END OF A CONCRETE BOX CULVERT BENEATH PARK AVENUE, 79.0 FEET
 DE3311'(24.1 M) SOUTH SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND
 DE3311'SECURITY LIGHT, 28.4 FEET (8.7 M) SOUTHEAST OF A WITNESS POST.
 DE3311'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0042 ***********************************************************************
 DF0042  DESIGNATION -  420
 DF0042  PID         -  DF0042
 DF0042  STATE/COUNTY-  SC/MCCORMICK
 DF0042  USGS QUAD   -  CLARKS HILL (1986)
 DF0042
 DF0042                         *CURRENT SURVEY CONTROL
 DF0042  ___________________________________________________________________
 DF0042* NAD 83(1986)-  33 40 39.     (N)    082 10 36.     (W)     SCALED    
 DF0042* NAVD 88     -       127.851  (meters)     419.46   (feet)  ADJUSTED  
 DF0042  ___________________________________________________________________
 DF0042  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DF0042  DYNAMIC HT  -         127.717 (meters)     419.02  (feet)  COMP
 DF0042  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 DF0042
 DF0042  VERT ORDER  -  FIRST     CLASS II
 DF0042
 DF0042.The horizontal coordinates were scaled from a topographic map and have
 DF0042.an estimated accuracy of +/- 6 seconds.
 DF0042
 DF0042.The orthometric height was determined by differential leveling
 DF0042.and adjusted by the National Geodetic Survey in June 1991..
 DF0042
 DF0042.The geoid height was determined by GEOID03.
 DF0042
 DF0042.The dynamic height is computed by dividing the NAVD 88
 DF0042.geopotential number by the normal gravity value computed on the
 DF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0042.degrees latitude (g = 980.6199 gals.).
 DF0042
 DF0042.The modeled gravity was interpolated from observed gravity values.
 DF0042
 DF0042;                    North         East    Units  Estimated Accuracy
 DF0042;SPC SC       -   205,130.      500,510.      MT  (+/- 180 meters Scaled)
 DF0042
 DF0042                          SUPERSEDED SURVEY CONTROL
 DF0042
 DF0042  NGVD 29 (??/??/92)  128.064  (m)          420.16   (f) ADJ UNCH    1 2
 DF0042
 DF0042.Superseded values are not recommended for survey control.
 DF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0042.See file dsdata.txt to determine how the superseded data were derived.
 DF0042
 DF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT909270(NAD 83)
 DF0042_MARKER: P = PIPE CAP
 DF0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0042_STAMPING: 420.160 1918
 DF0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0042
 DF0042  HISTORY     - Date     Condition        Report By
 DF0042  HISTORY     - 1918     MONUMENTED       USGS
 DF0042  HISTORY     - 1935     GOOD             NGS
 DF0042  HISTORY     - 1980     MARK NOT FOUND   NGS
 DF0042
 DF0042                          STATION DESCRIPTION
 DF0042
 DF0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DF0042'0.3 MI N FROM CLARKS HILL.
 DF0042'0.3 MILE NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0042'FROM CLARKS HILL, MCCORMICK COUNTY, 129 FEET SOUTH OF MILEPOST
 DF0042'24, JUST NORTH OF AN ABANDONED COUNTRY-ROAD CROSSING, AND 17
 DF0042'FEET EAST OF THE EAST RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 DF0042'STANDARD CAP, STAMPED 420.160 1918 AND RIVETED ON TOP OF A 3-1/2
 DF0042'INCH IRON PIPE.
 DF0042
 DF0042                          STATION RECOVERY (1980)
 DF0042
 DF0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF0042'THE MARK WAS NOT RECOVERED, THE DESCRIBED AREA WAS SEARCHED WITH
 DF0042'NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3466 ***********************************************************************
 DD3466  DESIGNATION -  4200
 DD3466  PID         -  DD3466
 DD3466  STATE/COUNTY-  SC/GEORGETOWN
 DD3466  USGS QUAD   -  WAVERLY MILLS (1973)
 DD3466
 DD3466                         *CURRENT SURVEY CONTROL
 DD3466  ___________________________________________________________________
 DD3466* NAD 83(2001)-  33 24 06.32599(N)    079 08 13.66312(W)     ADJUSTED  
 DD3466* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 DD3466  ___________________________________________________________________
 DD3466  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DD3466  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD3466
 DD3466  HORZ ORDER  -  SECOND
 DD3466  VERT ORDER  -  THIRD ? (See Below)
 DD3466
 DD3466.The horizontal coordinates were established by classical geodetic methods
 DD3466.and adjusted by the National Geodetic Survey in March 2004..
 DD3466
 DD3466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3466.The vertical order pertains to the NGVD 29 superseded value.
 DD3466
 DD3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3466
 DD3466.The geoid height was determined by GEOID03.
 DD3466
 DD3466;                    North         East     Units Scale Factor Converg.
 DD3466;SPC SC       -   175,494.635   782,854.767   MT  0.99980450   +1 01 58.0
 DD3466;SPC SC       -   575,769.80  2,568,421.15   iFT  0.99980450   +1 01 58.0
 DD3466;UTM  17      - 3,697,377.953   673,240.830   MT  0.99997003   +1 01 32.8
 DD3466
 DD3466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3466!SPC SC       -   1.00000517  x   0.99980450  =   0.99980966
 DD3466!UTM  17      -   1.00000517  x   0.99997003  =   0.99997520
 DD3466
 DD3466                          SUPERSEDED SURVEY CONTROL
 DD3466
 DD3466  NAD 83(1986)-  33 24 06.33600(N)    079 08 13.66584(W) AD(       ) 2
 DD3466  NAD 83(1986)-  33 24 06.33598(N)    079 08 13.66584(W) AD(       ) 3
 DD3466  NGVD 29 (11/30/89)    2.15   (m)            7.1    (f) LEVELING    3  
 DD3466
 DD3466.Superseded values are not recommended for survey control.
 DD3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3466.See file dsdata.txt to determine how the superseded data were derived.
 DD3466
 DD3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7324197378(NAD 83)
 DD3466_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3466_SETTING: 0 = UNSPECIFIED SETTING
 DD3466_STAMPING: 4200 1987
 DD3466_MARK LOGO: SCCC  
 DD3466_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3466+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3466
 DD3466  HISTORY     - Date     Condition        Report By
 DD3466  HISTORY     - 1987     MONUMENTED       SCCC
 DD3466
 DD3466                          STATION DESCRIPTION
 DD3466
 DD3466'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3466'THE STATION IS LOCATED IN THE TOWN OF PAWLEYS ISLAND.  TO REACH THE
 DD3466'STATION FROM THE INTERSECTION OF S-22-266 (SOUTH CAUSEWAY) AND
 DD3466'S-22-10, CONTINUE SOUTHWEST ON S-22-10 FOR (0.85 MI) TO THE JUNCTION
 DD3466'OF S-22-104, CONTINUE SOUTHWEST ON S-22-104 FOR (0.80 MI) TO THE
 DD3466'STATION ON THE LEFT, THE STATION IS ON THE BEACH SIDE OF HOUSES NUMBER
 DD3466'740 AND 742 (FOUR SUNS).
 DD3466'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3466'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3466'FLUSH WITH THE GROUND, (61.5 FT) SOUTH SOUTHEAST FROM THE SOUTHEAST
 DD3466'CORNER OF HOUSE NUMBER 740, (54.2 FT) EAST FROM THE NORTHEAST CORNER
 DD3466'OF HOUSE NUMBER 742 (FOUR SUNS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4630 ***********************************************************************
 DD4630  DESIGNATION -  4200 B
 DD4630  PID         -  DD4630
 DD4630  STATE/COUNTY-  SC/GEORGETOWN
 DD4630  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4630
 DD4630                         *CURRENT SURVEY CONTROL
 DD4630  ___________________________________________________________________
 DD4630* NAD 83(2001)-  33 24 07.70321(N)    079 08 15.28253(W)     ADJUSTED  
 DD4630* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 DD4630  ___________________________________________________________________
 DD4630  X           -   1,004,450.538 (meters)                     COMP
 DD4630  Y           -  -5,234,524.615 (meters)                     COMP
 DD4630  Z           -   3,491,260.237 (meters)                     COMP
 DD4630  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DD4630  ELLIP HEIGHT-         -32.71  (meters)          (03/27/03) GPS OBS
 DD4630  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4630
 DD4630  HORZ ORDER  -  SECOND
 DD4630  ELLP ORDER  -  FOURTH    CLASS II
 DD4630
 DD4630.The horizontal coordinates were established by GPS observations
 DD4630.and adjusted by the National Geodetic Survey in March 2003..
 DD4630
 DD4630.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD4630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD4630
 DD4630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4630
 DD4630.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4630
 DD4630.The ellipsoidal height was determined by GPS observations
 DD4630.and is referenced to NAD 83.
 DD4630
 DD4630.The geoid height was determined by GEOID03.
 DD4630
 DD4630;                    North         East     Units Scale Factor Converg.
 DD4630;SPC SC       -   175,536.297   782,812.171   MT  0.99980447   +1 01 57.1
 DD4630;SPC SC       -   575,906.49  2,568,281.40   iFT  0.99980447   +1 01 57.1
 DD4630;UTM  17      - 3,697,419.626   673,198.231   MT  0.99996985   +1 01 31.9
 DD4630
 DD4630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4630!SPC SC       -   1.00000514  x   0.99980447  =   0.99980960
 DD4630!UTM  17      -   1.00000514  x   0.99996985  =   0.99997499
 DD4630
 DD4630|---------------------------------------------------------------------|
 DD4630| PID    Reference Object                     Distance      Geod. Az  |
 DD4630|                                                           dddmmss.s |
 DD4630| DD4625 4203 B                              259.319 METERS 02610     |
 DD4630| AA5749 MULLET RESET                        204.221 METERS 19848     |
 DD4630|---------------------------------------------------------------------|
 DD4630
 DD4630                          SUPERSEDED SURVEY CONTROL
 DD4630
 DD4630  NAD 83(1995)-  33 24 07.70506(N)    079 08 15.28208(W) AD(       ) 2
 DD4630  ELLIP H (12/20/99)  -32.77   (m)                       GP(       ) 4 1
 DD4630  NAD 83(1986)-  33 24 07.71343(N)    079 08 15.28527(W) AD(       ) 2
 DD4630  NGVD 29 (04/08/91)    2.4    (m)            8.     (f) GPS OBS        
 DD4630
 DD4630.Superseded values are not recommended for survey control.
 DD4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4630.See file dsdata.txt to determine how the superseded data were derived.
 DD4630
 DD4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7319897420(NAD 83)
 DD4630_MARKER: DD = SURVEY DISK
 DD4630_SETTING: 0 = UNSPECIFIED SETTING
 DD4630_STAMPING: 4200 B 1990
 DD4630_MARK LOGO: SCCC  
 DD4630_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4630+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4630
 DD4630  HISTORY     - Date     Condition        Report By
 DD4630  HISTORY     - 1990     MONUMENTED       NGS
 DD4630  HISTORY     - 19950130 MARK NOT FOUND   SCGS
 DD4630
 DD4630                          STATION DESCRIPTION
 DD4630
 DD4630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4630'THE STATION IS LOCATED ABOUT 40.2 KM (25.00 MI) NORTHEAST OF
 DD4630'GEORGETOWN, 16.1 KM (10.00 MI) SOUTHWEST OF MURRELLS INLET AND ON
 DD4630'PAWLEYS ISLAND ON ROAD RIGHT-OF-WAY.
 DD4630'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4630'SC 29202, PHONE 803-737-1314.
 DD4630'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4630'ROAD S-22-46 (SHELL ROAD), ABOUT 11.7 KM (7.25 MI) SOUTHWEST OF
 DD4630'MURRELLS INLET, GO SOUTHEAST ON STATE ROAD S-22-46 FOR 0.88 KM
 DD4630'(0.55 MI) TO THE JUNCTION OF STATE ROAD S-22-10 (MYRTLE AVENUE), TURN
 DD4630'RIGHT AND GO SOUTHWEST FOR 1.21 KM (0.75 MI) TO THE JUNCTION OF STATE
 DD4630'ROAD S-22-266 ON THE RIGHT, CONTINUE ON STATE ROAD S-22-10 FOR 1.37 KM
 DD4630'(0.85 MI) TO THE JUNCTION OF STATE ROAD S-22-104 ON THE LEFT, TURN
 DD4630'LEFT AND GO EAST-SOUTHEAST AND THEN SOUTHWEST FOR 0.85 KM (0.55 MI) TO
 DD4630'THE STATION ON THE RIGHT.
 DD4630'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4630'PRE-FABRICATED MARK.  LOCATED 37.2 M (122.0 FT) NORTH-NORTHEAST FROM
 DD4630'POWER POLE 82696 WITH TRANSFORMER ATTACHED, 17.3 M (56.8 FT) SOUTHWEST
 DD4630'FROM POWER POLE 24487 WITH TRANSFORMER ATTACHED, 8.5 M (27.9 FT)
 DD4630'WEST-NORTHWEST FROM CENTER OF STATE ROAD S-22-104 AND 0.6 M (2.0 FT)
 DD4630'EAST-SOUTHEAST FROM A WITNESS POST.
 DD4630
 DD4630                          STATION RECOVERY (1995)
 DD4630
 DD4630'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DD4630'NOT RECOVERED, PROBED AREA WHERE REFERENCE LED, PRESUMED DESTROYED.
 DD4630'RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4625 ***********************************************************************
 DD4625  DESIGNATION -  4203 B
 DD4625  PID         -  DD4625
 DD4625  STATE/COUNTY-  SC/GEORGETOWN
 DD4625  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4625
 DD4625                         *CURRENT SURVEY CONTROL
 DD4625  ___________________________________________________________________
 DD4625* NAD 83(2001)-  33 24 15.25712(N)    079 08 10.85589(W)     ADJUSTED  
 DD4625* NAVD 88     -         1.900  (meters)       6.23   (feet)  ADJUSTED  
 DD4625  ___________________________________________________________________
 DD4625  X           -   1,004,538.708 (meters)                     COMP
 DD4625  Y           -  -5,234,377.125 (meters)                     COMP
 DD4625  Z           -   3,491,454.449 (meters)                     COMP
 DD4625  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DD4625  ELLIP HEIGHT-         -32.84  (meters)          (03/27/03) GPS OBS
 DD4625  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4625  DYNAMIC HT  -           1.898 (meters)       6.23  (feet)  COMP
 DD4625  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 DD4625
 DD4625  HORZ ORDER  -  SECOND
 DD4625  VERT ORDER  -  THIRD
 DD4625  ELLP ORDER  -  FOURTH    CLASS II
 DD4625
 DD4625.The horizontal coordinates were established by GPS observations
 DD4625.and adjusted by the National Geodetic Survey in March 2003..
 DD4625
 DD4625.The orthometric height was determined by differential leveling
 DD4625.and adjusted by the National Geodetic Survey in April 1995..
 DD4625
 DD4625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4625
 DD4625.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4625
 DD4625.The ellipsoidal height was determined by GPS observations
 DD4625.and is referenced to NAD 83.
 DD4625
 DD4625.The geoid height was determined by GEOID03.
 DD4625
 DD4625.The dynamic height is computed by dividing the NAVD 88
 DD4625.geopotential number by the normal gravity value computed on the
 DD4625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4625.degrees latitude (g = 980.6199 gals.).
 DD4625
 DD4625.The modeled gravity was interpolated from observed gravity values.
 DD4625
 DD4625;                    North         East     Units Scale Factor Converg.
 DD4625;SPC SC       -   175,771.002   782,922.322   MT  0.99980430   +1 01 59.5
 DD4625;SPC SC       -   576,676.52  2,568,642.79   iFT  0.99980430   +1 01 59.5
 DD4625;UTM  17      - 3,697,654.357   673,308.429   MT  0.99997032   +1 01 34.6
 DD4625
 DD4625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4625!SPC SC       -   1.00000516  x   0.99980430  =   0.99980945
 DD4625!UTM  17      -   1.00000516  x   0.99997032  =   0.99997548
 DD4625
 DD4625|---------------------------------------------------------------------|
 DD4625| PID    Reference Object                     Distance      Geod. Az  |
 DD4625|                                                           dddmmss.s |
 DD4625| DD4630 4200 B                              259.319 METERS 20610     |
 DD4625|---------------------------------------------------------------------|
 DD4625
 DD4625                          SUPERSEDED SURVEY CONTROL
 DD4625
 DD4625  NAD 83(1995)-  33 24 15.25894(N)    079 08 10.85548(W) AD(       ) 2
 DD4625  ELLIP H (12/20/99)  -32.90   (m)                       GP(       ) 4 1
 DD4625  NAD 83(1986)-  33 24 15.26727(N)    079 08 10.85867(W) AD(       ) 2
 DD4625  NGVD 29 (05/09/91)    2.209  (m)            7.25   (f) ADJUSTED    3 0
 DD4625
 DD4625.Superseded values are not recommended for survey control.
 DD4625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4625.See file dsdata.txt to determine how the superseded data were derived.
 DD4625
 DD4625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7330897654(NAD 83)
 DD4625_MARKER: DD = SURVEY DISK
 DD4625_SETTING: 0 = UNSPECIFIED SETTING
 DD4625_STAMPING: 4203 B 1990
 DD4625_MARK LOGO: SCCC  
 DD4625_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4625+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4625
 DD4625  HISTORY     - Date     Condition        Report By
 DD4625  HISTORY     - 1990     MONUMENTED       NGS
 DD4625
 DD4625                          STATION DESCRIPTION
 DD4625
 DD4625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4625'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) NORTHEAST OF
 DD4625'GEORGETOWN, 16.1 KM (10.0 MI) ) SOUTHWEST OF MURRELLS INLET AND ON
 DD4625'PAWLEYS ISLAND ON ROAD RIGHT-OF-WAY.
 DD4625'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4625'SC 29202, PHONE 803-737-1314.
 DD4625'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4625'ROAD S-22-46 (SHELL ROAD), ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4625'MURRELLS INLET, GO SOUTHEAST ON STATE ROAD S-22-46 FOR 0.88 KM
 DD4625'(0.55 MI) TO THE JUNCTION OF STATE ROAD S-22-10 (MYRTLE AVENUE), TURN
 DD4625'RIGHT AND GO SOUTHWEST FOR 1.21 KM (0.75 MI) TO THE JUNCTION OF STATE
 DD4625'ROAD S-22-266 ON THE RIGHT, CONTINUE ON STATE ROAD S-22-10 FOR 1.37
 DD4625'KM (0.85 MI) TO THE JUNCTION OF STATE ROAD S-22-104 ON THE LEFT, TURN
 DD4625'LEFT AND GO EAST-SOUTHEAST AND THEN SOUTHWEST FOR 1.13 KM (0.70 MI)
 DD4625'TO THE STATION ON THE RIGHT.
 DD4625'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4625'PRE-FABRICATED MARK.  LOCATED 5.5 M (18.0 FT) WEST-NORTHWEST FROM THE
 DD4625'CENTER OF STATE ROAD S-22-104, 1.25 M (4.10 FT) WEST-SOUTHWEST FROM
 DD4625'POWER POLE 24490 AND 0.6 M (2.0 FT) NORTH FROM POWER POLE 24489 WITH
 DD4625'A TRANSFORMER ATTACHED AND 0.65 M (2.13 FT) EAST-SOUTHEAST FROM A
 DD4625'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3467 ***********************************************************************
 DD3467  DESIGNATION -  4205
 DD3467  PID         -  DD3467
 DD3467  STATE/COUNTY-  SC/GEORGETOWN
 DD3467  USGS QUAD   -  WAVERLY MILLS (1973)
 DD3467
 DD3467                         *CURRENT SURVEY CONTROL
 DD3467  ___________________________________________________________________
 DD3467* NAD 83(2001)-  33 24 20.50893(N)    079 08 06.22334(W)     ADJUSTED  
 DD3467* NAVD 88     -         1.40   (+/-2cm)       4.6    (feet)  VERTCON   
 DD3467  ___________________________________________________________________
 DD3467  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DD3467  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD3467
 DD3467  HORZ ORDER  -  SECOND
 DD3467  VERT ORDER  -  THIRD ? (See Below)
 DD3467
 DD3467.The horizontal coordinates were established by classical geodetic methods
 DD3467.and adjusted by the National Geodetic Survey in March 2004..
 DD3467
 DD3467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3467.The vertical order pertains to the NGVD 29 superseded value.
 DD3467
 DD3467.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3467
 DD3467.The geoid height was determined by GEOID03.
 DD3467
 DD3467;                    North         East     Units Scale Factor Converg.
 DD3467;SPC SC       -   175,934.904   783,039.066   MT  0.99980418   +1 02 02.1
 DD3467;SPC SC       -   577,214.25  2,569,025.81   iFT  0.99980418   +1 02 02.1
 DD3467;UTM  17      - 3,697,818.273   673,425.213   MT  0.99997082   +1 01 37.3
 DD3467
 DD3467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3467!SPC SC       -   1.00000524  x   0.99980418  =   0.99980941
 DD3467!UTM  17      -   1.00000524  x   0.99997082  =   0.99997606
 DD3467
 DD3467                          SUPERSEDED SURVEY CONTROL
 DD3467
 DD3467  NAD 83(1986)-  33 24 20.51888(N)    079 08 06.22595(W) AD(       ) 2
 DD3467  NAD 83(1986)-  33 24 20.51886(N)    079 08 06.22595(W) AD(       ) 3
 DD3467  NGVD 29 (11/30/89)    1.71   (m)            5.6    (f) LEVELING    3  
 DD3467
 DD3467.Superseded values are not recommended for survey control.
 DD3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3467.See file dsdata.txt to determine how the superseded data were derived.
 DD3467
 DD3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7342597818(NAD 83)
 DD3467_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3467_SETTING: 0 = UNSPECIFIED SETTING
 DD3467_STAMPING: 4205 1987
 DD3467_MARK LOGO: SCCC  
 DD3467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3467+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3467
 DD3467  HISTORY     - Date     Condition        Report By
 DD3467  HISTORY     - 1987     MONUMENTED       SCCC
 DD3467
 DD3467                          STATION DESCRIPTION
 DD3467
 DD3467'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3467'THE STATION IS LOCATED IN THE TOWN OF PAWLEYS ISLAND.  TO REACH THE
 DD3467'STATION FROM THE INTERSECTION OF S-22-266 (SOUTH CAUSEWAY) AND
 DD3467'S-22-10, CONTINUE SOUTHWEST ON S-22-10 FOR (0.85 MI) TO THE JUNCTION
 DD3467'OF S-22-104, CONTINUE SOUTHWEST ON S-22-104 FOR (0.50 MI) TO THE
 DD3467'STATION ON THE LEFT, THE STATION IS ON THE BEACH SIDE OF HOUSE NUMBER
 DD3467'688 NEAR THE SOUTHEAST CORNER OF THE HOUSE.
 DD3467'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3467'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3467'FLUSH WITH THE GROUND, (30.2 FT) SOUTH SOUTHEAST FROM THE SOUTHEAST
 DD3467'CORNER OF HOUSE NUMBER 688, (103.5 FT) NORTH NORTHEAST FROM THE
 DD3467'NORTHEAST CORNER OF THE TWO-STORY HOUSE NUMBER 694.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4624 ***********************************************************************
 DD4624  DESIGNATION -  4205 B
 DD4624  PID         -  DD4624
 DD4624  STATE/COUNTY-  SC/GEORGETOWN
 DD4624  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4624
 DD4624                         *CURRENT SURVEY CONTROL
 DD4624  ___________________________________________________________________
 DD4624* NAD 83(2001)-  33 24 21.01298(N)    079 08 07.62832(W)     ADJUSTED  
 DD4624* NAVD 88     -         1.751  (meters)       5.74   (feet)  ADJUSTED  
 DD4624  ___________________________________________________________________
 DD4624  X           -   1,004,602.186 (meters)                     COMP
 DD4624  Y           -  -5,234,265.395 (meters)                     COMP
 DD4624  Z           -   3,491,602.396 (meters)                     COMP
 DD4624  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DD4624  ELLIP HEIGHT-         -33.00  (meters)          (03/27/03) GPS OBS
 DD4624  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4624  DYNAMIC HT  -           1.749 (meters)       5.74  (feet)  COMP
 DD4624  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 DD4624
 DD4624  HORZ ORDER  -  SECOND
 DD4624  VERT ORDER  -  THIRD
 DD4624  ELLP ORDER  -  FOURTH    CLASS II
 DD4624
 DD4624.The horizontal coordinates were established by GPS observations
 DD4624.and adjusted by the National Geodetic Survey in March 2003..
 DD4624
 DD4624.The orthometric height was determined by differential leveling
 DD4624.and adjusted by the National Geodetic Survey in April 1995..
 DD4624
 DD4624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4624
 DD4624.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4624
 DD4624.The ellipsoidal height was determined by GPS observations
 DD4624.and is referenced to NAD 83.
 DD4624
 DD4624.The geoid height was determined by GEOID03.
 DD4624
 DD4624.The dynamic height is computed by dividing the NAVD 88
 DD4624.geopotential number by the normal gravity value computed on the
 DD4624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4624.degrees latitude (g = 980.6199 gals.).
 DD4624
 DD4624.The modeled gravity was interpolated from observed gravity values.
 DD4624
 DD4624;                    North         East     Units Scale Factor Converg.
 DD4624;SPC SC       -   175,949.773   783,002.495   MT  0.99980417   +1 02 01.3
 DD4624;SPC SC       -   577,263.03  2,568,905.82   iFT  0.99980417   +1 02 01.3
 DD4624;UTM  17      - 3,697,833.148   673,388.637   MT  0.99997066   +1 01 36.5
 DD4624
 DD4624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4624!SPC SC       -   1.00000518  x   0.99980417  =   0.99980935
 DD4624!UTM  17      -   1.00000518  x   0.99997066  =   0.99997584
 DD4624
 DD4624|---------------------------------------------------------------------|
 DD4624| PID    Reference Object                     Distance      Geod. Az  |
 DD4624|                                                           dddmmss.s |
 DD4624| DD4625 4203 B                              195.964 METERS 20511     |
 DD4624|---------------------------------------------------------------------|
 DD4624
 DD4624                          SUPERSEDED SURVEY CONTROL
 DD4624
 DD4624  NAD 83(1995)-  33 24 21.01473(N)    079 08 07.62794(W) AD(       ) 2
 DD4624  ELLIP H (12/20/99)  -33.06   (m)                       GP(       ) 4 1
 DD4624  NAD 83(1986)-  33 24 21.02299(N)    079 08 07.63107(W) AD(       ) 2
 DD4624  NGVD 29 (05/09/91)    2.061  (m)            6.76   (f) ADJUSTED    3 0
 DD4624
 DD4624.Superseded values are not recommended for survey control.
 DD4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4624.See file dsdata.txt to determine how the superseded data were derived.
 DD4624
 DD4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7338997833(NAD 83)
 DD4624_MARKER: DD = SURVEY DISK
 DD4624_SETTING: 0 = UNSPECIFIED SETTING
 DD4624_STAMPING: 4205 B 1990
 DD4624_MARK LOGO: SCCC  
 DD4624_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4624+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4624
 DD4624  HISTORY     - Date     Condition        Report By
 DD4624  HISTORY     - 1990     MONUMENTED       NGS
 DD4624
 DD4624                          STATION DESCRIPTION
 DD4624
 DD4624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4624'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) NORTHEAST OF
 DD4624'GEORGETOWN, 16.1 KM (10.0 MI) ) SOUTHWEST OF MURRELLS INLET AND ON
 DD4624'PAWLEYS ISLAND ON ROAD RIGHT-OF-WAY.
 DD4624'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4624'SC 29202, PHONE 803-737-1314.
 DD4624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4624'ROAD S-22-46 (SHELL ROAD), ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4624'MURRELLS INLET, GO SOUTHEAST ON STATE ROAD S-22-46 FOR 0.88 KM
 DD4624'(0.55 MI) TO THE JUNCTION OF STATE ROAD S-22-10 (MYRTLE AVENUE), TURN
 DD4624'RIGHT AND GO SOUTHWEST FOR 1.21 KM (0.75 MI) TO THE JUNCTION OF STATE
 DD4624'ROAD S-22-266 ON THE RIGHT, CONTINUE ON STATE ROAD S-22-10 FOR 1.37
 DD4624'KM (0.85 MI) TO THE JUNCTION OF STATE ROAD S-22-104 ON THE LEFT, TURN
 DD4624'LEFT AND GO EAST-SOUTHEAST AND THEN SOUTHWEST FOR 0.97 KM (0.60 MI)
 DD4624'TO THE STATION ON THE RIGHT.
 DD4624'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4624'PRE-FABRICATED MARK.  LOCATED 4.6 M (15.1 FT) WEST-NORTHWEST FROM THE
 DD4624'CENTER OF STATE ROAD S-22-104, 1.1 M (3.6 FT) WEST-SOUTHWEST FROM
 DD4624'POWER POLE 24490 AND 0.6 M (2.0 FT) EAST-NORTHEAST FROM A WITNESS
 DD4624'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4623 ***********************************************************************
 DD4623  DESIGNATION -  4210 B
 DD4623  PID         -  DD4623
 DD4623  STATE/COUNTY-  SC/GEORGETOWN
 DD4623  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4623
 DD4623                         *CURRENT SURVEY CONTROL
 DD4623  ___________________________________________________________________
 DD4623* NAD 83(2001)-  33 24 29.71500(N)    079 08 03.58055(W)     ADJUSTED  
 DD4623* NAVD 88     -         1.980  (meters)       6.50   (feet)  ADJUSTED  
 DD4623  ___________________________________________________________________
 DD4623  X           -   1,004,677.116 (meters)                     COMP
 DD4623  Y           -  -5,234,100.912 (meters)                     COMP
 DD4623  Z           -   3,491,826.330 (meters)                     COMP
 DD4623  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 DD4623  ELLIP HEIGHT-         -32.76  (meters)          (03/27/03) GPS OBS
 DD4623  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4623  DYNAMIC HT  -           1.977 (meters)       6.49  (feet)  COMP
 DD4623  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DD4623
 DD4623  HORZ ORDER  -  SECOND
 DD4623  VERT ORDER  -  THIRD
 DD4623  ELLP ORDER  -  FOURTH    CLASS II
 DD4623
 DD4623.The horizontal coordinates were established by GPS observations
 DD4623.and adjusted by the National Geodetic Survey in March 2003..
 DD4623
 DD4623.The orthometric height was determined by differential leveling
 DD4623.and adjusted by the National Geodetic Survey in April 1995..
 DD4623
 DD4623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4623
 DD4623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4623
 DD4623.The ellipsoidal height was determined by GPS observations
 DD4623.and is referenced to NAD 83.
 DD4623
 DD4623.The geoid height was determined by GEOID03.
 DD4623
 DD4623.The dynamic height is computed by dividing the NAVD 88
 DD4623.geopotential number by the normal gravity value computed on the
 DD4623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4623.degrees latitude (g = 980.6199 gals.).
 DD4623
 DD4623.The modeled gravity was interpolated from observed gravity values.
 DD4623
 DD4623;                    North         East     Units Scale Factor Converg.
 DD4623;SPC SC       -   176,219.663   783,102.212   MT  0.99980398   +1 02 03.6
 DD4623;SPC SC       -   578,148.50  2,569,232.98   iFT  0.99980398   +1 02 03.6
 DD4623;UTM  17      - 3,698,103.071   673,488.403   MT  0.99997109   +1 01 39.0
 DD4623
 DD4623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4623!SPC SC       -   1.00000514  x   0.99980398  =   0.99980912
 DD4623!UTM  17      -   1.00000514  x   0.99997109  =   0.99997623
 DD4623
 DD4623|---------------------------------------------------------------------|
 DD4623| PID    Reference Object                     Distance      Geod. Az  |
 DD4623|                                                           dddmmss.s |
 DD4623| DD4624 4205 B                              287.779 METERS 20119     |
 DD4623|---------------------------------------------------------------------|
 DD4623
 DD4623                          SUPERSEDED SURVEY CONTROL
 DD4623
 DD4623  NAD 83(1995)-  33 24 29.71676(N)    079 08 03.58017(W) AD(       ) 2
 DD4623  ELLIP H (12/20/99)  -32.82   (m)                       GP(       ) 4 1
 DD4623  NAD 83(1986)-  33 24 29.72500(N)    079 08 03.58329(W) AD(       ) 2
 DD4623  NGVD 29 (05/09/91)    2.290  (m)            7.51   (f) ADJUSTED    3 0
 DD4623
 DD4623.Superseded values are not recommended for survey control.
 DD4623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4623.See file dsdata.txt to determine how the superseded data were derived.
 DD4623
 DD4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7348898103(NAD 83)
 DD4623_MARKER: DD = SURVEY DISK
 DD4623_SETTING: 0 = UNSPECIFIED SETTING
 DD4623_STAMPING: 4210 B 1990
 DD4623_MARK LOGO: SCCC  
 DD4623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4623+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4623
 DD4623  HISTORY     - Date     Condition        Report By
 DD4623  HISTORY     - 1990     MONUMENTED       NGS
 DD4623
 DD4623                          STATION DESCRIPTION
 DD4623
 DD4623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4623'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4623'SC 29202, PHONE 803-737-1314.
 DD4623'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4623'ROAD S-22-46 (SHELL ROAD), ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4623'MURRELLS INLET, GO SOUTHEAST ON STATE ROAD S-22-46 FOR 0.88 KM
 DD4623'(0.55 MI) TO THE JUNCTION OF STATE ROAD S-22-10 (MYRTLE AVENUE), TURN
 DD4623'RIGHT AND GO SOUTHWEST FOR 1.21 KM (0.75 MI) TO THE JUNCTION OF STATE
 DD4623'ROAD S-22-266 ON THE RIGHT, CONTINUE ON STATE ROAD S-22-10 FOR 1.37
 DD4623'KM (0.85 MI) TO THE JUNCTION OF STATE ROAD S-22-104 ON THE LEFT, TURN
 DD4623'LEFT AND GO EAST-SOUTHEAST AND THEN SOUTHWEST FOR 0.64 KM (0.40 MI)
 DD4623'TO THE STATION ON THE RIGHT ACROSS FROM HOUSE NUMBER 658.
 DD4623'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4623'PRE-FABRICATED MARK.  LOCATED 15.1 M (49.5 FT) NORTHWEST FROM POWER
 DD4623'POLE 24492 WITH TRANSFORMER ATTACHED, 11.5 M (37.7 FT) NORTHEAST FROM
 DD4623'UNDERGROUND TELEPHONE CABLE SIGN, 6.75 M (22.15 FT) WEST-NORTHWEST
 DD4623'FROM CENTER OF STATE ROAD S-22-104, 0.7 M (2.3 FT) NORTHEAST FROM A
 DD4623'WITNESS POST AND 0.6 M (2.0 FT) SOUTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3468 ***********************************************************************
 DD3468  DESIGNATION -  4215
 DD3468  PID         -  DD3468
 DD3468  STATE/COUNTY-  SC/GEORGETOWN
 DD3468  USGS QUAD   -  WAVERLY MILLS (1973)
 DD3468
 DD3468                         *CURRENT SURVEY CONTROL
 DD3468  ___________________________________________________________________
 DD3468* NAD 83(2001)-  33 24 39.31316(N)    079 07 55.00297(W)     ADJUSTED  
 DD3468* NAVD 88     -         3.89   (+/-2cm)      12.8    (feet)  VERTCON   
 DD3468  ___________________________________________________________________
 DD3468  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 DD3468  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD3468
 DD3468  HORZ ORDER  -  SECOND
 DD3468  VERT ORDER  -  THIRD ? (See Below)
 DD3468
 DD3468.The horizontal coordinates were established by classical geodetic methods
 DD3468.and adjusted by the National Geodetic Survey in March 2004..
 DD3468
 DD3468.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3468.The vertical order pertains to the NGVD 29 superseded value.
 DD3468
 DD3468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3468
 DD3468.The geoid height was determined by GEOID03.
 DD3468
 DD3468;                    North         East     Units Scale Factor Converg.
 DD3468;SPC SC       -   176,519.267   783,318.425   MT  0.99980377   +1 02 08.3
 DD3468;SPC SC       -   579,131.45  2,569,942.34   iFT  0.99980377   +1 02 08.3
 DD3468;UTM  17      - 3,698,402.700   673,704.688   MT  0.99997201   +1 01 44.0
 DD3468
 DD3468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3468!SPC SC       -   1.00000484  x   0.99980377  =   0.99980861
 DD3468!UTM  17      -   1.00000484  x   0.99997201  =   0.99997685
 DD3468
 DD3468                          SUPERSEDED SURVEY CONTROL
 DD3468
 DD3468  NAD 83(1986)-  33 24 39.32304(N)    079 07 55.00544(W) AD(       ) 2
 DD3468  NAD 83(1986)-  33 24 39.32303(N)    079 07 55.00543(W) AD(       ) 3
 DD3468  NGVD 29 (11/30/89)    4.20   (m)           13.8    (f) LEVELING    3  
 DD3468
 DD3468.Superseded values are not recommended for survey control.
 DD3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3468.See file dsdata.txt to determine how the superseded data were derived.
 DD3468
 DD3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7370598403(NAD 83)
 DD3468_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3468_SETTING: 0 = UNSPECIFIED SETTING
 DD3468_STAMPING: 4215 1987
 DD3468_MARK LOGO: SCCC  
 DD3468_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3468+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3468
 DD3468  HISTORY     - Date     Condition        Report By
 DD3468  HISTORY     - 1987     MONUMENTED       SCCC
 DD3468
 DD3468                          STATION DESCRIPTION
 DD3468
 DD3468'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3468'THE STATION IS LOCATED IN THE TOWN OF PAWLEYS ISLAND.  TO REACH THE
 DD3468'STATION FROM THE INTERSECTION OF S-22-266 (SOUTH CAUSEWAY) AND
 DD3468'S-22-10, CONTINUE SOUTHWEST ON S-22-10 FOR (0.85 MI) TO THE JUNCTION
 DD3468'OF S-22-104, CONTINUE SOUTHWEST ON S-22-104 FOR (0.10 MI) TO THE
 DD3468'STATION ON THE LEFT LOCATED AT THE TOP OF THE DUNE ON THE BEACH SIDE
 DD3468'OF HOUSES NUMBER 616 AND 618.
 DD3468'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3468'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE,
 DD3468'(35.2 FT) SOUTH SOUTHEAST FROM THE SOUTHEAST CORNER OF HOUSE NUMBER
 DD3468'616, (31.9 FT) EAST SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 DD3468'TWO-STORY HOUSE NUMBER 618.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4622 ***********************************************************************
 DD4622  DESIGNATION -  4215 B
 DD4622  PID         -  DD4622
 DD4622  STATE/COUNTY-  SC/GEORGETOWN
 DD4622  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4622
 DD4622                         *CURRENT SURVEY CONTROL
 DD4622  ___________________________________________________________________
 DD4622* NAD 83(2001)-  33 24 40.54266(N)    079 07 56.27834(W)     ADJUSTED  
 DD4622* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 DD4622  ___________________________________________________________________
 DD4622  X           -   1,004,827.709 (meters)                     COMP
 DD4622  Y           -  -5,233,884.570 (meters)                     COMP
 DD4622  Z           -   3,492,104.534 (meters)                     COMP
 DD4622  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DD4622  ELLIP HEIGHT-         -33.23  (meters)          (03/27/03) GPS OBS
 DD4622  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4622  DYNAMIC HT  -           1.516 (meters)       4.97  (feet)  COMP
 DD4622  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DD4622
 DD4622  HORZ ORDER  -  SECOND
 DD4622  VERT ORDER  -  THIRD
 DD4622  ELLP ORDER  -  FOURTH    CLASS II
 DD4622
 DD4622.The horizontal coordinates were established by GPS observations
 DD4622.and adjusted by the National Geodetic Survey in March 2003..
 DD4622
 DD4622.The orthometric height was determined by differential leveling
 DD4622.and adjusted by the National Geodetic Survey in April 1995..
 DD4622
 DD4622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4622
 DD4622.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4622
 DD4622.The ellipsoidal height was determined by GPS observations
 DD4622.and is referenced to NAD 83.
 DD4622
 DD4622.The geoid height was determined by GEOID03.
 DD4622
 DD4622.The dynamic height is computed by dividing the NAVD 88
 DD4622.geopotential number by the normal gravity value computed on the
 DD4622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4622.degrees latitude (g = 980.6199 gals.).
 DD4622
 DD4622.The modeled gravity was interpolated from observed gravity values.
 DD4622
 DD4622;                    North         East     Units Scale Factor Converg.
 DD4622;SPC SC       -   176,556.538   783,284.799   MT  0.99980374   +1 02 07.6
 DD4622;SPC SC       -   579,253.73  2,569,832.02   iFT  0.99980374   +1 02 07.6
 DD4622;UTM  17      - 3,698,439.981   673,671.060   MT  0.99997187   +1 01 43.3
 DD4622
 DD4622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4622!SPC SC       -   1.00000522  x   0.99980374  =   0.99980896
 DD4622!UTM  17      -   1.00000522  x   0.99997187  =   0.99997709
 DD4622
 DD4622|---------------------------------------------------------------------|
 DD4622| PID    Reference Object                     Distance      Geod. Az  |
 DD4622|                                                           dddmmss.s |
 DD4622| DD4623 4210 B                              383.250 METERS 20930     |
 DD4622|---------------------------------------------------------------------|
 DD4622
 DD4622                          SUPERSEDED SURVEY CONTROL
 DD4622
 DD4622  NAD 83(1995)-  33 24 40.54441(N)    079 07 56.27796(W) AD(       ) 2
 DD4622  ELLIP H (12/20/99)  -33.29   (m)                       GP(       ) 4 1
 DD4622  NAD 83(1986)-  33 24 40.55265(N)    079 07 56.28107(W) AD(       ) 2
 DD4622  NGVD 29 (05/09/91)    1.828  (m)            6.00   (f) ADJUSTED    3 0
 DD4622
 DD4622.Superseded values are not recommended for survey control.
 DD4622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4622.See file dsdata.txt to determine how the superseded data were derived.
 DD4622
 DD4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7367198440(NAD 83)
 DD4622_MARKER: DD = SURVEY DISK
 DD4622_SETTING: 0 = UNSPECIFIED SETTING
 DD4622_STAMPING: 4215 B 1990
 DD4622_MARK LOGO: SCCC  
 DD4622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4622+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4622
 DD4622  HISTORY     - Date     Condition        Report By
 DD4622  HISTORY     - 1990     MONUMENTED       NGS
 DD4622
 DD4622                          STATION DESCRIPTION
 DD4622
 DD4622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4622'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) NORTHEAST OF
 DD4622'GEORGETOWN, 16.1 KM (10.0 MI) ) SOUTHWEST OF MURRELLS INLET AND ON
 DD4622'PAWLEYS ISLAND ON ROAD RIGHT-OF-WAY.
 DD4622'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4622'SC 29202, PHONE 803-737-1314.
 DD4622'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4622'ROAD S-22-46 (SHELL ROAD), ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4622'MURRELLS INLET, GO SOUTHEAST ON STATE ROAD S-22-46 FOR 0.88 KM
 DD4622'(0.55 MI) TO THE JUNCTION OF STATE ROAD S-22-10 (MYRTLE AVENUE), TURN
 DD4622'RIGHT AND GO SOUTHWEST FOR 1.21 KM (0.75 MI) TO THE JUNCTION OF STATE
 DD4622'ROAD S-22-266 ON THE RIGHT, CONTINUE ON STATE ROAD S-22-10 FOR 1.37
 DD4622'KM (0.85 MI) TO THE JUNCTION OF STATE ROAD S-22-104 ON THE LEFT, TURN
 DD4622'LEFT AND GO EAST-SOUTHEAST AND THEN SOUTHWEST FOR 0.24 KM (0.15 MI)
 DD4622'TO THE STATION ON THE RIGHT.
 DD4622'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4622'PRE-FABRICATED MARK.  LOCATED 6.9 M (22.6 FT) EAST FROM THE EAST
 DD4622'CORNER OF A ONE STORY HOUSE ON CEMENT BLOCK STANDS, 5.7 M (18.7 FT)
 DD4622'NORTHWEST FROM THE CENTER OF STATE ROAD S-22-104, 0.65 M (2.13 FT)
 DD4622'NORTHEAST FROM A WITNESS POST AND 0.55 M (1.80 FT) SOUTHWEST FROM
 DD4622'POWER POLE 82786.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0010 ***********************************************************************
 DF0010  DESIGNATION -  421.6
 DF0010  PID         -  DF0010
 DF0010  STATE/COUNTY-  SC/MCCORMICK
 DF0010  USGS QUAD   -  WILLINGTON (1964)
 DF0010
 DF0010                         *CURRENT SURVEY CONTROL
 DF0010  ___________________________________________________________________
 DF0010* NAD 83(1986)-  33 55 34.     (N)    082 24 55.     (W)     SCALED    
 DF0010* NAVD 88     -       128.179  (meters)     420.53   (feet)  ADJUSTED  
 DF0010  ___________________________________________________________________
 DF0010  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DF0010  DYNAMIC HT  -         128.049 (meters)     420.11  (feet)  COMP
 DF0010  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 DF0010
 DF0010  VERT ORDER  -  FIRST     CLASS II
 DF0010
 DF0010.The horizontal coordinates were scaled from a topographic map and have
 DF0010.an estimated accuracy of +/- 6 seconds.
 DF0010
 DF0010.The orthometric height was determined by differential leveling
 DF0010.and adjusted by the National Geodetic Survey in June 1991..
 DF0010
 DF0010.The geoid height was determined by GEOID03.
 DF0010
 DF0010.The dynamic height is computed by dividing the NAVD 88
 DF0010.geopotential number by the normal gravity value computed on the
 DF0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0010.degrees latitude (g = 980.6199 gals.).
 DF0010
 DF0010.The modeled gravity was interpolated from observed gravity values.
 DF0010
 DF0010;                    North         East    Units  Estimated Accuracy
 DF0010;SPC SC       -   232,980.      478,770.      MT  (+/- 180 meters Scaled)
 DF0010
 DF0010                          SUPERSEDED SURVEY CONTROL
 DF0010
 DF0010  NGVD 29 (??/??/92)  128.355  (m)          421.11   (f) ADJ UNCH    1 2
 DF0010
 DF0010.Superseded values are not recommended for survey control.
 DF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0010.See file dsdata.txt to determine how the superseded data were derived.
 DF0010
 DF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT691548(NAD 83)
 DF0010_MARKER: N = NAIL
 DF0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0010_SP_SET: TREE ROOT
 DF0010_PROJECTION: FLUSH
 DF0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0010
 DF0010  HISTORY     - Date     Condition        Report By
 DF0010  HISTORY     - UNK      MONUMENTED       USGS
 DF0010  HISTORY     - 1933     GOOD             NGS
 DF0010  HISTORY     - 19970630 MARK NOT FOUND   SCGS
 DF0010
 DF0010                          STATION DESCRIPTION
 DF0010
 DF0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0010'AT BORDEAUX.
 DF0010'AT BORDEAUX, MC CORMICK COUNTY, 33 FEET SOUTHWEST OF THE CHARLESTON
 DF0010'AND WESTERN CAROLINA RAILWAY STATION PLATFORM, AT A ROAD FORKS, 84
 DF0010'FEET EAST OF A STORE, AND IN THE ROOT ON THE EAST SIDE OF A
 DF0010'30-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 DF0010'NAIL, MARKED USGS.
 DF0010
 DF0010                          STATION RECOVERY (1997)
 DF0010
 DF0010'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0010'NOT RECOVERED, MEASUREMENTS GONE.  RECOVERY BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4621 ***********************************************************************
 DD4621  DESIGNATION -  4220 B
 DD4621  PID         -  DD4621
 DD4621  STATE/COUNTY-  SC/GEORGETOWN
 DD4621  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4621
 DD4621                         *CURRENT SURVEY CONTROL
 DD4621  ___________________________________________________________________
 DD4621* NAD 83(2001)-  33 24 45.37253(N)    079 07 52.70668(W)     ADJUSTED  
 DD4621* NAVD 88     -         3.052  (meters)      10.01   (feet)  ADJUSTED  
 DD4621  ___________________________________________________________________
 DD4621  X           -   1,004,903.127 (meters)                     COMP
 DD4621  Y           -  -5,233,787.948 (meters)                     COMP
 DD4621  Z           -   3,492,229.581 (meters)                     COMP
 DD4621  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DD4621  ELLIP HEIGHT-         -31.71  (meters)          (03/27/03) GPS OBS
 DD4621  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4621  DYNAMIC HT  -           3.049 (meters)      10.00  (feet)  COMP
 DD4621  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DD4621
 DD4621  HORZ ORDER  -  SECOND
 DD4621  VERT ORDER  -  THIRD
 DD4621  ELLP ORDER  -  FOURTH    CLASS II
 DD4621
 DD4621.The horizontal coordinates were established by GPS observations
 DD4621.and adjusted by the National Geodetic Survey in March 2003..
 DD4621
 DD4621.The orthometric height was determined by differential leveling
 DD4621.and adjusted by the National Geodetic Survey in April 1995..
 DD4621
 DD4621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4621
 DD4621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4621
 DD4621.The ellipsoidal height was determined by GPS observations
 DD4621.and is referenced to NAD 83.
 DD4621
 DD4621.The geoid height was determined by GEOID03.
 DD4621
 DD4621.The dynamic height is computed by dividing the NAVD 88
 DD4621.geopotential number by the normal gravity value computed on the
 DD4621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4621.degrees latitude (g = 980.6199 gals.).
 DD4621
 DD4621.The modeled gravity was interpolated from observed gravity values.
 DD4621
 DD4621;                    North         East     Units Scale Factor Converg.
 DD4621;SPC SC       -   176,706.955   783,374.361   MT  0.99980364   +1 02 09.6
 DD4621;SPC SC       -   579,747.23  2,570,125.86   iFT  0.99980364   +1 02 09.6
 DD4621;UTM  17      - 3,698,590.412   673,760.655   MT  0.99997225   +1 01 45.4
 DD4621
 DD4621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4621!SPC SC       -   1.00000498  x   0.99980364  =   0.99980862
 DD4621!UTM  17      -   1.00000498  x   0.99997225  =   0.99997723
 DD4621
 DD4621|---------------------------------------------------------------------|
 DD4621| PID    Reference Object                     Distance      Geod. Az  |
 DD4621|                                                           dddmmss.s |
 DD4621| DD4622 4215 B                              175.096 METERS 21148     |
 DD4621|---------------------------------------------------------------------|
 DD4621
 DD4621                          SUPERSEDED SURVEY CONTROL
 DD4621
 DD4621  NAD 83(1995)-  33 24 45.37428(N)    079 07 52.70631(W) AD(       ) 2
 DD4621  ELLIP H (12/20/99)  -31.77   (m)                       GP(       ) 4 1
 DD4621  NAD 83(1986)-  33 24 45.38252(N)    079 07 52.70940(W) AD(       ) 2
 DD4621  NGVD 29 (05/09/91)    3.363  (m)           11.03   (f) ADJUSTED    3 0
 DD4621
 DD4621.Superseded values are not recommended for survey control.
 DD4621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4621.See file dsdata.txt to determine how the superseded data were derived.
 DD4621
 DD4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7376198590(NAD 83)
 DD4621_MARKER: DD = SURVEY DISK
 DD4621_SETTING: 0 = UNSPECIFIED SETTING
 DD4621_STAMPING: 4220 B 1990
 DD4621_MARK LOGO: SCCC  
 DD4621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4621+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4621
 DD4621  HISTORY     - Date     Condition        Report By
 DD4621  HISTORY     - 1990     MONUMENTED       NGS
 DD4621
 DD4621                          STATION DESCRIPTION
 DD4621
 DD4621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4621'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4621'SC 29202, PHONE 803-737-1314.
 DD4621'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4621'ROAD S-22-46 (SHELL ROAD), ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4621'MURRELLS INLET, GO SOUTHEAST ON STATE ROAD S-22-46 FOR 0.88 KM
 DD4621'(0.55 MI) TO THE JUNCTION OF STATE ROAD S-22-10 (MYRTLE AVENUE), TURN
 DD4621'RIGHT AND GO SOUTHWEST FOR 1.21 KM (0.75 MI) TO THE JUNCTION OF STATE
 DD4621'ROAD S-22-266 ON THE RIGHT, CONTINUE ON STATE ROAD S-22-10 FOR 1.37
 DD4621'KM (0.85 MI) TO THE JUNCTION OF STATE ROAD S-22-104 ON THE LEFT, TURN
 DD4621'LEFT AND GO EAST-SOUTHEAST FOR 0.08 KM (0.05 MI) TO A CURVE RIGHT AND
 DD4621'THE STATION ON THE LEFT.
 DD4621'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4621'PRE-FABRICATED MARK.  LOCATED 20.1 M (65.9 FT) NORTHEAST FROM POWER
 DD4621'POLE 82682, 8.95 M (29.36 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER
 DD4621'OF A ONE STORY HOUSE ON CEMENT BLOCK STANDS AND 0.65 M (2.13 FT)
 DD4621'SOUTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3469 ***********************************************************************
 DD3469  DESIGNATION -  4230
 DD3469  PID         -  DD3469
 DD3469  STATE/COUNTY-  SC/GEORGETOWN
 DD3469  USGS QUAD   -  WAVERLY MILLS (1973)
 DD3469
 DD3469                         *CURRENT SURVEY CONTROL
 DD3469  ___________________________________________________________________
 DD3469* NAD 83(2001)-  33 24 56.85893(N)    079 07 45.16020(W)     ADJUSTED  
 DD3469* NAVD 88     -         5.76   (+/-2cm)      18.9    (feet)  VERTCON   
 DD3469  ___________________________________________________________________
 DD3469  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DD3469  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD3469
 DD3469  HORZ ORDER  -  SECOND
 DD3469  VERT ORDER  -  THIRD ? (See Below)
 DD3469
 DD3469.The horizontal coordinates were established by classical geodetic methods
 DD3469.and adjusted by the National Geodetic Survey in March 2004..
 DD3469
 DD3469.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3469.The vertical order pertains to the NGVD 29 superseded value.
 DD3469
 DD3469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3469
 DD3469.The geoid height was determined by GEOID03.
 DD3469
 DD3469;                    North         East     Units Scale Factor Converg.
 DD3469;SPC SC       -   177,064.237   783,562.870   MT  0.99980339   +1 02 13.8
 DD3469;SPC SC       -   580,919.41  2,570,744.32   iFT  0.99980339   +1 02 13.8
 DD3469;UTM  17      - 3,698,947.733   673,949.238   MT  0.99997306   +1 01 49.9
 DD3469
 DD3469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3469!SPC SC       -   1.00000455  x   0.99980339  =   0.99980794
 DD3469!UTM  17      -   1.00000455  x   0.99997306  =   0.99997761
 DD3469
 DD3469                          SUPERSEDED SURVEY CONTROL
 DD3469
 DD3469  NAD 83(1986)-  33 24 56.86877(N)    079 07 45.16255(W) AD(       ) 2
 DD3469  NAD 83(1986)-  33 24 56.86873(N)    079 07 45.16254(W) AD(       ) 3
 DD3469  NGVD 29 (11/30/89)    6.07   (m)           19.9    (f) LEVELING    3  
 DD3469
 DD3469.Superseded values are not recommended for survey control.
 DD3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3469.See file dsdata.txt to determine how the superseded data were derived.
 DD3469
 DD3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7394998948(NAD 83)
 DD3469_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3469_SETTING: 0 = UNSPECIFIED SETTING
 DD3469_STAMPING: 4230 1987
 DD3469_MARK LOGO: SCCC  
 DD3469_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3469+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3469
 DD3469  HISTORY     - Date     Condition        Report By
 DD3469  HISTORY     - 1987     MONUMENTED       SCCC
 DD3469
 DD3469                          STATION DESCRIPTION
 DD3469
 DD3469'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3469'THE STATION IS LOCATED IN THE TOWN OF PAWLEYS ISLAND.  TO REACH THE
 DD3469'STATION FROM THE INTERSECTION OF S-22-266 (SOUTH CAUSEWAY) AND
 DD3469'S-22-10, CONTINUE SOUTHWEST ON S-22-10 FOR (0.60 MI) TO THE STATION ON
 DD3469'THE LEFT LOCATED AT THE TOP OF THE DUNE ON THE BEACH SIDE OF HOUSE
 DD3469'NUMBER 550.
 DD3469'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3469'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3469'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (31.3 FT) EAST
 DD3469'FROM THE NORTHEAST CORNER OF HOUSE NUMBER 550, (42.7 FT) EAST
 DD3469'NORTHEAST FROM THE SOUTHEAST CORNER OF THE WOODEN DECK OF HOUSE NUMBER
 DD3469'550.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4620 ***********************************************************************
 DD4620  DESIGNATION -  4230 B
 DD4620  PID         -  DD4620
 DD4620  STATE/COUNTY-  SC/GEORGETOWN
 DD4620  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4620
 DD4620                         *CURRENT SURVEY CONTROL
 DD4620  ___________________________________________________________________
 DD4620* NAD 83(2001)-  33 24 57.34916(N)    079 07 47.21749(W)     ADJUSTED  
 DD4620* NAVD 88     -         1.194  (meters)       3.92   (feet)  ADJUSTED  
 DD4620  ___________________________________________________________________
 DD4620  X           -   1,005,003.799 (meters)                     COMP
 DD4620  Y           -  -5,233,560.137 (meters)                     COMP
 DD4620  Z           -   3,492,536.557 (meters)                     COMP
 DD4620  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DD4620  ELLIP HEIGHT-         -33.56  (meters)          (03/27/03) GPS OBS
 DD4620  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4620  DYNAMIC HT  -           1.193 (meters)       3.91  (feet)  COMP
 DD4620  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DD4620
 DD4620  HORZ ORDER  -  SECOND
 DD4620  VERT ORDER  -  THIRD
 DD4620  ELLP ORDER  -  FOURTH    CLASS II
 DD4620
 DD4620.The horizontal coordinates were established by GPS observations
 DD4620.and adjusted by the National Geodetic Survey in March 2003..
 DD4620
 DD4620.The orthometric height was determined by differential leveling
 DD4620.and adjusted by the National Geodetic Survey in April 1995..
 DD4620
 DD4620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4620
 DD4620.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4620
 DD4620.The ellipsoidal height was determined by GPS observations
 DD4620.and is referenced to NAD 83.
 DD4620
 DD4620.The geoid height was determined by GEOID03.
 DD4620
 DD4620.The dynamic height is computed by dividing the NAVD 88
 DD4620.geopotential number by the normal gravity value computed on the
 DD4620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4620.degrees latitude (g = 980.6199 gals.).
 DD4620
 DD4620.The modeled gravity was interpolated from observed gravity values.
 DD4620
 DD4620;                    North         East     Units Scale Factor Converg.
 DD4620;SPC SC       -   177,078.373   783,509.462   MT  0.99980338   +1 02 12.7
 DD4620;SPC SC       -   580,965.79  2,570,569.10   iFT  0.99980338   +1 02 12.7
 DD4620;UTM  17      - 3,698,961.878   673,895.823   MT  0.99997283   +1 01 48.8
 DD4620
 DD4620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4620!SPC SC       -   1.00000527  x   0.99980338  =   0.99980865
 DD4620!UTM  17      -   1.00000527  x   0.99997283  =   0.99997810
 DD4620
 DD4620|---------------------------------------------------------------------|
 DD4620| PID    Reference Object                     Distance      Geod. Az  |
 DD4620|                                                           dddmmss.s |
 DD4620| DD4621 4220 B                              395.304 METERS 20102     |
 DD4620| DD4622 4215 B                              APPROX. 0.6 KM 2041947.8 |
 DD4620|---------------------------------------------------------------------|
 DD4620
 DD4620                          SUPERSEDED SURVEY CONTROL
 DD4620
 DD4620  NAD 83(1995)-  33 24 57.35092(N)    079 07 47.21711(W) AD(       ) 2
 DD4620  ELLIP H (12/20/99)  -33.62   (m)                       GP(       ) 4 1
 DD4620  NAD 83(1986)-  33 24 57.35915(N)    079 07 47.22025(W) AD(       ) 2
 DD4620  NGVD 29 (05/09/91)    1.504  (m)            4.93   (f) ADJUSTED    3 0
 DD4620
 DD4620.Superseded values are not recommended for survey control.
 DD4620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4620.See file dsdata.txt to determine how the superseded data were derived.
 DD4620
 DD4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7389698962(NAD 83)
 DD4620_MARKER: DD = SURVEY DISK
 DD4620_SETTING: 0 = UNSPECIFIED SETTING
 DD4620_STAMPING: 4230 B 1990
 DD4620_MARK LOGO: SCCC  
 DD4620_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4620+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4620
 DD4620  HISTORY     - Date     Condition        Report By
 DD4620  HISTORY     - 1990     MONUMENTED       NGS
 DD4620
 DD4620                          STATION DESCRIPTION
 DD4620
 DD4620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4620'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4620'SC 29202, PHONE 803-737-1314.
 DD4620'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4620'ROAD S-22-46 (SHELL ROAD), ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4620'MURRELLS INLET, GO SOUTHEAST ON STATE ROAD S-22-46 FOR 0.88 KM
 DD4620'(0.55 MI) TO THE JUNCTION OF STATE ROAD S-22-10 (MYRTLE AVENUE), TURN
 DD4620'RIGHT AND GO SOUTHWEST FOR 1.21 KM (0.75 MI) TO THE JUNCTION OF STATE
 DD4620'ROAD S-22-266 ON THE RIGHT, CONTINUE ON STATE ROAD S-22-10 FOR 0.97
 DD4620'KM (0.60 MI) TO THE STATION ON THE RIGHT.
 DD4620'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4620'PRE-FABRICATED MARK.  LOCATED 12.5 M (41.0 FT) NORTH FROM POWER POLE
 DD4620'25407, 5.1 M (16.7 FT) NORTHWEST FROM CENTER OF STATE ROAD S-22-10
 DD4620'AND 0.4 M (1.3 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4619 ***********************************************************************
 DD4619  DESIGNATION -  4240 B
 DD4619  PID         -  DD4619
 DD4619  STATE/COUNTY-  SC/GEORGETOWN
 DD4619  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4619
 DD4619                         *CURRENT SURVEY CONTROL
 DD4619  ___________________________________________________________________
 DD4619* NAD 83(2001)-  33 25 07.05272(N)    079 07 42.90449(W)     ADJUSTED  
 DD4619* NAVD 88     -         1.071  (meters)       3.51   (feet)  ADJUSTED  
 DD4619  ___________________________________________________________________
 DD4619  X           -   1,005,082.161 (meters)                     COMP
 DD4619  Y           -  -5,233,377.334 (meters)                     COMP
 DD4619  Z           -   3,492,786.022 (meters)                     COMP
 DD4619  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DD4619  ELLIP HEIGHT-         -33.68  (meters)          (03/27/03) GPS OBS
 DD4619  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4619  DYNAMIC HT  -           1.070 (meters)       3.51  (feet)  COMP
 DD4619  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DD4619
 DD4619  HORZ ORDER  -  SECOND
 DD4619  VERT ORDER  -  THIRD
 DD4619  ELLP ORDER  -  FOURTH    CLASS II
 DD4619
 DD4619.The horizontal coordinates were established by GPS observations
 DD4619.and adjusted by the National Geodetic Survey in March 2003..
 DD4619
 DD4619.The orthometric height was determined by differential leveling
 DD4619.and adjusted by the National Geodetic Survey in April 1995..
 DD4619
 DD4619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4619
 DD4619.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4619
 DD4619.The ellipsoidal height was determined by GPS observations
 DD4619.and is referenced to NAD 83.
 DD4619
 DD4619.The geoid height was determined by GEOID03.
 DD4619
 DD4619.The dynamic height is computed by dividing the NAVD 88
 DD4619.geopotential number by the normal gravity value computed on the
 DD4619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4619.degrees latitude (g = 980.6199 gals.).
 DD4619
 DD4619.The modeled gravity was interpolated from observed gravity values.
 DD4619
 DD4619;                    North         East     Units Scale Factor Converg.
 DD4619;SPC SC       -   177,379.237   783,615.444   MT  0.99980318   +1 02 15.0
 DD4619;SPC SC       -   581,952.88  2,570,916.81   iFT  0.99980318   +1 02 15.0
 DD4619;UTM  17      - 3,699,262.781   674,001.857   MT  0.99997329   +1 01 51.4
 DD4619
 DD4619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4619!SPC SC       -   1.00000529  x   0.99980318  =   0.99980847
 DD4619!UTM  17      -   1.00000529  x   0.99997329  =   0.99997858
 DD4619
 DD4619|---------------------------------------------------------------------|
 DD4619| PID    Reference Object                     Distance      Geod. Az  |
 DD4619|                                                           dddmmss.s |
 DD4619| DD4620 4230 B                              319.048 METERS 20027     |
 DD4619|---------------------------------------------------------------------|
 DD4619
 DD4619                          SUPERSEDED SURVEY CONTROL
 DD4619
 DD4619  NAD 83(1995)-  33 25 07.05446(N)    079 07 42.90412(W) AD(       ) 2
 DD4619  ELLIP H (12/20/99)  -33.74   (m)                       GP(       ) 4 1
 DD4619  NAD 83(1986)-  33 25 07.06274(N)    079 07 42.90725(W) AD(       ) 2
 DD4619  NGVD 29 (05/09/91)    1.381  (m)            4.53   (f) ADJUSTED    3 0
 DD4619
 DD4619.Superseded values are not recommended for survey control.
 DD4619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4619.See file dsdata.txt to determine how the superseded data were derived.
 DD4619
 DD4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7400299263(NAD 83)
 DD4619_MARKER: DD = SURVEY DISK
 DD4619_SETTING: 0 = UNSPECIFIED SETTING
 DD4619_STAMPING: 4240 B 1990
 DD4619_MARK LOGO: SCCC  
 DD4619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4619+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4619
 DD4619  HISTORY     - Date     Condition        Report By
 DD4619  HISTORY     - 1990     MONUMENTED       NGS
 DD4619
 DD4619                          STATION DESCRIPTION
 DD4619
 DD4619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4619'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4619'SC 29202, PHONE 803-737-1314.
 DD4619'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD S-22-46 (SHELL
 DD4619'ROAD) AND U.S. HIGHWAY 17, ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4619'MURRELLS INLET, GO SOUTHEAST ON S-22-46 FOR 0.88 KM (0.55 MI) TO THE
 DD4619'JUNCTION OF S-22-10 (MYRTLE AVENUE).  TURN RIGHT ON STATE ROAD
 DD4619'S-22-10 AND GO SOUTHWEST FOR 1.20 KM (0.75 MI) TO THE JUNCTION OF
 DD4619'STATE ROAD S-22-266 ON THE RIGHT, CONTINUE AHEAD FOR 0.6 KM (0.4 MI)
 DD4619'TO THE STATION ON THE RIGHT.
 DD4619'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD4619'PREFABRICATED ALUMINUM PIPE SURROUNDED BY A PVC PIPE PROJECTING 4
 DD4619'CM.  LOCATED 37.9 M (124.3 FT) NORTHEAST FROM A POWER POLE, 34.2 M
 DD4619'(112.2 FT) SOUTHWEST FROM A POWER POLE, 4.4 M (14.4 FT) NORTHWEST
 DD4619'FROM APPROXIMATE CENTER OF ROAD AND 0.2 M (0.7 FT) SOUTHEAST FROM A
 DD4619'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3470 ***********************************************************************
 DD3470  DESIGNATION -  4245
 DD3470  PID         -  DD3470
 DD3470  STATE/COUNTY-  SC/GEORGETOWN
 DD3470  USGS QUAD   -  WAVERLY MILLS (1973)
 DD3470
 DD3470                         *CURRENT SURVEY CONTROL
 DD3470  ___________________________________________________________________
 DD3470* NAD 83(2001)-  33 25 13.64256(N)    079 07 36.09214(W)     ADJUSTED  
 DD3470* NAVD 88     -         5.44   (+/-2cm)      17.8    (feet)  VERTCON   
 DD3470  ___________________________________________________________________
 DD3470  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DD3470  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD3470
 DD3470  HORZ ORDER  -  SECOND
 DD3470  VERT ORDER  -  THIRD ? (See Below)
 DD3470
 DD3470.The horizontal coordinates were established by classical geodetic methods
 DD3470.and adjusted by the National Geodetic Survey in March 2004..
 DD3470
 DD3470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3470.The vertical order pertains to the NGVD 29 superseded value.
 DD3470
 DD3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3470
 DD3470.The geoid height was determined by GEOID03.
 DD3470
 DD3470;                    North         East     Units Scale Factor Converg.
 DD3470;SPC SC       -   177,585.378   783,787.705   MT  0.99980304   +1 02 18.8
 DD3470;SPC SC       -   582,629.19  2,571,481.97   iFT  0.99980304   +1 02 18.8
 DD3470;UTM  17      - 3,699,468.937   674,174.171   MT  0.99997403   +1 01 55.3
 DD3470
 DD3470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3470!SPC SC       -   1.00000460  x   0.99980304  =   0.99980764
 DD3470!UTM  17      -   1.00000460  x   0.99997403  =   0.99997863
 DD3470
 DD3470                          SUPERSEDED SURVEY CONTROL
 DD3470
 DD3470  NAD 83(1986)-  33 25 13.65231(N)    079 07 36.09442(W) AD(       ) 2
 DD3470  NAD 83(1986)-  33 25 13.65228(N)    079 07 36.09439(W) AD(       ) 3
 DD3470  NGVD 29 (11/30/89)    5.75   (m)           18.9    (f) LEVELING    3  
 DD3470
 DD3470.Superseded values are not recommended for survey control.
 DD3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3470.See file dsdata.txt to determine how the superseded data were derived.
 DD3470
 DD3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7417499469(NAD 83)
 DD3470_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3470_SETTING: 0 = UNSPECIFIED SETTING
 DD3470_STAMPING: 4245 1987
 DD3470_MARK LOGO: SCCC  
 DD3470_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3470+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3470
 DD3470  HISTORY     - Date     Condition        Report By
 DD3470  HISTORY     - 1987     MONUMENTED       SCCC
 DD3470
 DD3470                          STATION DESCRIPTION
 DD3470
 DD3470'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3470'THE STATION IS LOCATED IN THE TOWN OF PAWLEYS ISLAND.  TO REACH THE
 DD3470'STATION FROM THE INTERSECTION OF S-22-266 (SOUTH CAUSEWAY) AND
 DD3470'S-22-10, CONTINUE SOUTHWEST ON S-22-10 FOR (0.20 MI) TO THE STATION ON
 DD3470'THE LEFT LOCATED AT THE TOP OF THE DUNE ON THE BEACH SIDE OF HOUSE
 DD3470'NUMBER 488.
 DD3470'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3470'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3470'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (35.2 FT) SOUTH
 DD3470'FROM THE SOUTHEAST CORNER OF HOUSE NUMBER 488, (117.0 FT) SOUTHEAST
 DD3470'FROM THE SOUTHWEST CORNER OF HOUSE NUMBER 488.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4618 ***********************************************************************
 DD4618  DESIGNATION -  4245 B
 DD4618  PID         -  DD4618
 DD4618  STATE/COUNTY-  SC/GEORGETOWN
 DD4618  USGS QUAD   -  WAVERLY MILLS (1973)
 DD4618
 DD4618                         *CURRENT SURVEY CONTROL
 DD4618  ___________________________________________________________________
 DD4618* NAD 83(2001)-  33 25 15.11539(N)    079 07 38.27120(W)     ADJUSTED  
 DD4618* NAVD 88     -         1.132  (meters)       3.71   (feet)  ADJUSTED  
 DD4618  ___________________________________________________________________
 DD4618  X           -   1,005,173.919 (meters)                     COMP
 DD4618  Y           -  -5,233,220.441 (meters)                     COMP
 DD4618  Z           -   3,492,993.379 (meters)                     COMP
 DD4618  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DD4618  ELLIP HEIGHT-         -33.63  (meters)          (03/27/03) GPS OBS
 DD4618  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4618  DYNAMIC HT  -           1.131 (meters)       3.71  (feet)  COMP
 DD4618  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 DD4618
 DD4618  HORZ ORDER  -  SECOND
 DD4618  VERT ORDER  -  THIRD
 DD4618  ELLP ORDER  -  FOURTH    CLASS II
 DD4618
 DD4618.The horizontal coordinates were established by GPS observations
 DD4618.and adjusted by the National Geodetic Survey in March 2003..
 DD4618
 DD4618.The orthometric height was determined by differential leveling
 DD4618.and adjusted by the National Geodetic Survey in April 1995..
 DD4618
 DD4618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4618
 DD4618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4618
 DD4618.The ellipsoidal height was determined by GPS observations
 DD4618.and is referenced to NAD 83.
 DD4618
 DD4618.The geoid height was determined by GEOID03.
 DD4618
 DD4618.The dynamic height is computed by dividing the NAVD 88
 DD4618.geopotential number by the normal gravity value computed on the
 DD4618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4618.degrees latitude (g = 980.6199 gals.).
 DD4618
 DD4618.The modeled gravity was interpolated from observed gravity values.
 DD4618
 DD4618;                    North         East     Units Scale Factor Converg.
 DD4618;SPC SC       -   177,629.717   783,730.606   MT  0.99980301   +1 02 17.6
 DD4618;SPC SC       -   582,774.66  2,571,294.64   iFT  0.99980301   +1 02 17.6
 DD4618;UTM  17      - 3,699,513.290   674,117.067   MT  0.99997378   +1 01 54.2
 DD4618
 DD4618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4618!SPC SC       -   1.00000528  x   0.99980301  =   0.99980829
 DD4618!UTM  17      -   1.00000528  x   0.99997378  =   0.99997906
 DD4618
 DD4618|---------------------------------------------------------------------|
 DD4618| PID    Reference Object                     Distance      Geod. Az  |
 DD4618|                                                           dddmmss.s |
 DD4618| DD4619 4240 B                              275.740 METERS 20544     |
 DD4618|---------------------------------------------------------------------|
 DD4618
 DD4618                          SUPERSEDED SURVEY CONTROL
 DD4618
 DD4618  NAD 83(1995)-  33 25 15.11711(N)    079 07 38.27083(W) AD(       ) 2
 DD4618  ELLIP H (12/20/99)  -33.68   (m)                       GP(       ) 4 1
 DD4618  NAD 83(1986)-  33 25 15.12539(N)    079 07 38.27397(W) AD(       ) 2
 DD4618  NGVD 29 (05/09/91)    1.442  (m)            4.73   (f) ADJUSTED    3 0
 DD4618
 DD4618.Superseded values are not recommended for survey control.
 DD4618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4618.See file dsdata.txt to determine how the superseded data were derived.
 DD4618
 DD4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7411799513(NAD 83)
 DD4618_MARKER: DD = SURVEY DISK
 DD4618_SETTING: 0 = UNSPECIFIED SETTING
 DD4618_STAMPING: 4245 B 1990
 DD4618_MARK LOGO: SCCC  
 DD4618_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4618+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4618
 DD4618  HISTORY     - Date     Condition        Report By
 DD4618  HISTORY     - 1990     MONUMENTED       NGS
 DD4618
 DD4618                          STATION DESCRIPTION
 DD4618
 DD4618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4618'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4618'SC 29202, PHONE 803-737-1314.
 DD4618'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4618'ROAD S-22-46 (SHELL ROAD), ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4618'MURRELLS INLET, GO SOUTHEAST ON STATE ROAD S-22-46 FOR 0.88 KM
 DD4618'(0.55 MI) TO THE JUNCTION OF STATE ROAD S-22-10 (MYRTLE AVENUE), TURN
 DD4618'RIGHT AND GO SOUTHWEST FOR 1.21 KM (0.75 MI) TO THE JUNCTION OF STATE
 DD4618'ROAD S-22-266 ON THE RIGHT, CONTINUE ON STATE ROAD S-22-10 FOR 0.32
 DD4618'KM (0.20 MI) TO THE STATION ON THE RIGHT.
 DD4618'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4618'PRE-FABRICATED MARK.  LOCATED 11.7 M (38.4 FT) NORTH-NORTHWEST FROM
 DD4618'POWER POLE 78087, 5.1 M (16.7 FT) NORTHWEST FROM CENTER OF STATE ROAD
 DD4618'S-22-10 AND 0.5 M (1.6 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3471 ***********************************************************************
 DD3471  DESIGNATION -  4260
 DD3471  PID         -  DD3471
 DD3471  STATE/COUNTY-  SC/GEORGETOWN
 DD3471  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3471
 DD3471                         *CURRENT SURVEY CONTROL
 DD3471  ___________________________________________________________________
 DD3471* NAD 83(2001)-  33 25 27.49834(N)    079 07 27.54389(W)     ADJUSTED  
 DD3471* NAVD 88     -         4.64   (+/-2cm)      15.2    (feet)  VERTCON   
 DD3471  ___________________________________________________________________
 DD3471  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DD3471  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD3471
 DD3471  HORZ ORDER  -  SECOND
 DD3471  VERT ORDER  -  THIRD ? (See Below)
 DD3471
 DD3471.The horizontal coordinates were established by classical geodetic methods
 DD3471.and adjusted by the National Geodetic Survey in March 2004..
 DD3471
 DD3471.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3471.The vertical order pertains to the NGVD 29 superseded value.
 DD3471
 DD3471.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3471
 DD3471.The geoid height was determined by GEOID03.
 DD3471
 DD3471;                    North         East     Units Scale Factor Converg.
 DD3471;SPC SC       -   178,016.109   784,000.727   MT  0.99980275   +1 02 23.6
 DD3471;SPC SC       -   584,042.35  2,572,180.86   iFT  0.99980275   +1 02 23.6
 DD3471;UTM  17      - 3,699,899.718   674,387.278   MT  0.99997494   +1 02 00.4
 DD3471
 DD3471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3471!SPC SC       -   1.00000473  x   0.99980275  =   0.99980748
 DD3471!UTM  17      -   1.00000473  x   0.99997494  =   0.99997967
 DD3471
 DD3471                          SUPERSEDED SURVEY CONTROL
 DD3471
 DD3471  NAD 83(1986)-  33 25 27.50804(N)    079 07 27.54610(W) AD(       ) 2
 DD3471  NAD 83(1986)-  33 25 27.50801(N)    079 07 27.54606(W) AD(       ) 3
 DD3471  NGVD 29 (11/30/89)    4.95   (m)           16.2    (f) LEVELING    3  
 DD3471
 DD3471.Superseded values are not recommended for survey control.
 DD3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3471.See file dsdata.txt to determine how the superseded data were derived.
 DD3471
 DD3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7438799900(NAD 83)
 DD3471_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3471_SETTING: 0 = UNSPECIFIED SETTING
 DD3471_STAMPING: 4260 1987
 DD3471_MARK LOGO: SCCC  
 DD3471_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3471+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3471
 DD3471  HISTORY     - Date     Condition        Report By
 DD3471  HISTORY     - 1987     MONUMENTED       SCCC
 DD3471
 DD3471                          STATION DESCRIPTION
 DD3471
 DD3471'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3471'THE STATION IS LOCATED IN THE TOWN OF PAWLEYS ISLAND.  TO REACH THE
 DD3471'STATION FROM THE INTERSECTION OF S-22-266 (SOUTH CAUSEWAY) AND
 DD3471'S-22-10, CONTINUE NORTHEAST ON S-22-10 FOR (0.05 MI) TO THE STATION ON
 DD3471'THE RIGHT LOCATED AT THE TOP OF THE DUNE ON THE BEACH SIDE OF HOUSE
 DD3471'NUMBER 432.
 DD3471'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3471'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3471'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (74.3 FT) NORTH
 DD3471'NORTHEAST FROM THE NORTHEAST END OF THE WALKWAY AT THE STEPS OF HOUSE
 DD3471'NUMBER 434, (65.3 FT) EAST SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 DD3471'WOODEN DECK OF HOUSE NUMBER 432 ON THE TOP OF THE DUNES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4617 ***********************************************************************
 DD4617  DESIGNATION -  4260 B
 DD4617  PID         -  DD4617
 DD4617  STATE/COUNTY-  SC/GEORGETOWN
 DD4617  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4617
 DD4617                         *CURRENT SURVEY CONTROL
 DD4617  ___________________________________________________________________
 DD4617* NAD 83(2001)-  33 25 27.53432(N)    079 07 28.45651(W)     ADJUSTED  
 DD4617* NAVD 88     -         8.549  (meters)      28.05   (feet)  ADJUSTED  
 DD4617  ___________________________________________________________________
 DD4617  X           -   1,005,384.333 (meters)                     COMP
 DD4617  Y           -  -5,232,971.710 (meters)                     COMP
 DD4617  Z           -   3,493,316.795 (meters)                     COMP
 DD4617  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DD4617  ELLIP HEIGHT-         -26.23  (meters)          (03/27/03) GPS OBS
 DD4617  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD4617  DYNAMIC HT  -           8.539 (meters)      28.02  (feet)  COMP
 DD4617  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 DD4617
 DD4617  HORZ ORDER  -  SECOND
 DD4617  VERT ORDER  -  THIRD
 DD4617  ELLP ORDER  -  FOURTH    CLASS II
 DD4617
 DD4617.The horizontal coordinates were established by GPS observations
 DD4617.and adjusted by the National Geodetic Survey in March 2003..
 DD4617
 DD4617.The orthometric height was determined by differential leveling
 DD4617.and adjusted by the National Geodetic Survey in April 1995..
 DD4617
 DD4617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4617
 DD4617.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4617
 DD4617.The ellipsoidal height was determined by GPS observations
 DD4617.and is referenced to NAD 83.
 DD4617
 DD4617.The geoid height was determined by GEOID03.
 DD4617
 DD4617.The dynamic height is computed by dividing the NAVD 88
 DD4617.geopotential number by the normal gravity value computed on the
 DD4617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4617.degrees latitude (g = 980.6199 gals.).
 DD4617
 DD4617.The modeled gravity was interpolated from observed gravity values.
 DD4617
 DD4617;                    North         East     Units Scale Factor Converg.
 DD4617;SPC SC       -   178,016.789   783,977.138   MT  0.99980275   +1 02 23.1
 DD4617;SPC SC       -   584,044.58  2,572,103.47   iFT  0.99980275   +1 02 23.1
 DD4617;UTM  17      - 3,699,900.401   674,363.686   MT  0.99997484   +1 01 59.9
 DD4617
 DD4617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4617!SPC SC       -   1.00000412  x   0.99980275  =   0.99980687
 DD4617!UTM  17      -   1.00000412  x   0.99997484  =   0.99997896
 DD4617
 DD4617:                Primary Azimuth Mark                     Grid Az
 DD4617:SPC SC       -  4245 B                                   212 29 37.2
 DD4617:UTM  17      -  4245 B                                   212 30 00.4
 DD4617
 DD4617|---------------------------------------------------------------------|
 DD4617| PID    Reference Object                     Distance      Geod. Az  |
 DD4617|                                                           dddmmss.s |
 DD4617| DD4618 4245 B                              459.005 METERS 2133200.3 |
 DD4617|---------------------------------------------------------------------|
 DD4617
 DD4617                          SUPERSEDED SURVEY CONTROL
 DD4617
 DD4617  NAD 83(1995)-  33 25 27.53605(N)    079 07 28.45614(W) AD(       ) 2
 DD4617  ELLIP H (12/20/99)  -26.28   (m)                       GP(       ) 4 1
 DD4617  NAD 83(1986)-  33 25 27.54431(N)    079 07 28.45926(W) AD(       ) 2
 DD4617  NGVD 29 (05/09/91)    8.859  (m)           29.06   (f) ADJUSTED    3 0
 DD4617
 DD4617.Superseded values are not recommended for survey control.
 DD4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4617.See file dsdata.txt to determine how the superseded data were derived.
 DD4617
 DD4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS7436499900(NAD 83)
 DD4617_MARKER: DD = SURVEY DISK
 DD4617_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4617_SP_SET: ALUMINUM ALLOY ROD
 DD4617_STAMPING: 4260 B 1990
 DD4617_MARK LOGO: SCCC  
 DD4617_PROJECTION: PROJECTING 6 CENTIMETERS
 DD4617_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4617+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4617_ROD/PIPE-DEPTH: 18.3 meters
 DD4617
 DD4617  HISTORY     - Date     Condition        Report By
 DD4617  HISTORY     - 1990     MONUMENTED       NGS
 DD4617
 DD4617                          STATION DESCRIPTION
 DD4617
 DD4617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4617'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4617'SC 29202, PHONE 803-737-1314.
 DD4617'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD S-22-46 (SHELL
 DD4617'ROAD) AND U.S. HIGHWAY 17, ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4617'MURRELLS INLET, GO SOUTHEAST ON S-22-46 FOR 0.88 KM (0.55 MI) TO THE
 DD4617'JUNCTION OF S-22-10 (MYRTLE AVENUE).  TURN RIGHT ON STATE ROAD
 DD4617'S-22-10 AND GO SOUTHWEST FOR 0.08 KM (0.05 MI) TO A SAND ROAD LEADING
 DD4617'TO THE BEACH.  TURN LEFT ON SAND ROAD FOR 0.16 KM (0.10 MI) TO THE
 DD4617'BEACH, TURN RIGHT AND GO SOUTH ALONG THE BEACH FOR 0.97 KM (0.60 MI)
 DD4617'TO A HIGH SAND DUNE AND THE STATION JUST SOUTH OF A WALKWAY.
 DD4617'THE STATION IS LOCATED 10.7 M (35.1 FT) NORTHWEST FROM WHERE THE SAND
 DD4617'DUNE DROPS OFF, 4.2 M (13.8 FT) SOUTHEAST FROM A WOODEN WALKWAY AND
 DD4617'0.55 M (1.80 FT) NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0031 ***********************************************************************
 DF0031  DESIGNATION -  426.1
 DF0031  PID         -  DF0031
 DF0031  STATE/COUNTY-  SC/MCCORMICK
 DF0031  USGS QUAD   -  PARKSVILLE (1986)
 DF0031
 DF0031                         *CURRENT SURVEY CONTROL
 DF0031  ___________________________________________________________________
 DF0031* NAD 83(1986)-  33 48 32.     (N)    082 14 15.     (W)     SCALED    
 DF0031* NAVD 88     -       124.90   (+/-2cm)     409.8    (feet)  VERTCON   
 DF0031  ___________________________________________________________________
 DF0031  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DF0031
 DF0031  VERT ORDER  -  ? (See Below)
 DF0031
 DF0031.The horizontal coordinates were scaled from a topographic map and have
 DF0031.an estimated accuracy of +/- 6 seconds.
 DF0031
 DF0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0031.The vertical order pertains to the NGVD 29 superseded value.
 DF0031
 DF0031.The geoid height was determined by GEOID03.
 DF0031
 DF0031;                    North         East    Units  Estimated Accuracy
 DF0031;SPC SC       -   219,770.      495,040.      MT  (+/- 180 meters Scaled)
 DF0031
 DF0031                          SUPERSEDED SURVEY CONTROL
 DF0031
 DF0031  NGVD 29 (??/??/92)  125.115  (m)          410.48   (f) ADJ UNCH    ?  
 DF0031
 DF0031.Superseded values are not recommended for survey control.
 DF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0031.See file dsdata.txt to determine how the superseded data were derived.
 DF0031
 DF0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT854416(NAD 83)
 DF0031_MARKER: N = NAIL
 DF0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0031_SP_SET: TREE ROOT
 DF0031_PROJECTION: FLUSH
 DF0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0031
 DF0031  HISTORY     - Date     Condition        Report By
 DF0031  HISTORY     - UNK      MONUMENTED       USGS
 DF0031  HISTORY     - 1933     GOOD             NGS
 DF0031  HISTORY     - 19970709 MARK NOT FOUND   SCGS
 DF0031
 DF0031                          STATION DESCRIPTION
 DF0031
 DF0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0031'2 MI N FROM PARKSVILLE.
 DF0031'2.0 MILES NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0031'FROM PARKSVILLE, MC CORMICK COUNTY, 0.2 MILE NORTH OF MILEPOST
 DF0031'34, 102 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 20, 36.5 FEET
 DF0031'EAST OF THE EAST RAIL, IN THE WEST ROOT OF A 30-INCH OAK TREE, AND
 DF0031'2 FEET LOWER THAN THE TRACK.  A NAIL DRIVEN THROUGH A BOTTLE CAP.
 DF0031
 DF0031                          STATION RECOVERY (1997)
 DF0031
 DF0031'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0031'NOT RECOVERED, MEASUREMENTS LED TO AN AREA WITH RECENT RECONSTRUCTION,
 DF0031'PRESUMED DESTROYED.  RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3472 ***********************************************************************
 DD3472  DESIGNATION -  4270
 DD3472  PID         -  DD3472
 DD3472  STATE/COUNTY-  SC/GEORGETOWN
 DD3472  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3472
 DD3472                         *CURRENT SURVEY CONTROL
 DD3472  ___________________________________________________________________
 DD3472* NAD 83(2001)-  33 25 42.96908(N)    079 07 18.48619(W)     ADJUSTED  
 DD3472* NAVD 88     -         5.26   (+/-2cm)      17.3    (feet)  VERTCON   
 DD3472  ___________________________________________________________________
 DD3472  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 DD3472  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD3472
 DD3472  HORZ ORDER  -  SECOND
 DD3472  VERT ORDER  -  THIRD ? (See Below)
 DD3472
 DD3472.The horizontal coordinates were established by classical geodetic methods
 DD3472.and adjusted by the National Geodetic Survey in March 2004..
 DD3472
 DD3472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3472.The vertical order pertains to the NGVD 29 superseded value.
 DD3472
 DD3472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3472
 DD3472.The geoid height was determined by GEOID03.
 DD3472
 DD3472;                    North         East     Units Scale Factor Converg.
 DD3472;SPC SC       -   178,496.821   784,225.981   MT  0.99980243   +1 02 28.6
 DD3472;SPC SC       -   585,619.49  2,572,919.89   iFT  0.99980243   +1 02 28.6
 DD3472;UTM  17      - 3,700,380.488   674,612.625   MT  0.99997591   +1 02 05.8
 DD3472
 DD3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3472!SPC SC       -   1.00000463  x   0.99980243  =   0.99980706
 DD3472!UTM  17      -   1.00000463  x   0.99997591  =   0.99998054
 DD3472
 DD3472                          SUPERSEDED SURVEY CONTROL
 DD3472
 DD3472  NAD 83(1986)-  33 25 42.97872(N)    079 07 18.48832(W) AD(       ) 2
 DD3472  NAD 83(1986)-  33 25 42.97869(N)    079 07 18.48828(W) AD(       ) 3
 DD3472  NGVD 29 (11/30/89)    5.57   (m)           18.3    (f) LEVELING    3  
 DD3472
 DD3472.Superseded values are not recommended for survey control.
 DD3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3472.See file dsdata.txt to determine how the superseded data were derived.
 DD3472
 DD3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7461300380(NAD 83)
 DD3472_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3472_SETTING: 0 = UNSPECIFIED SETTING
 DD3472_STAMPING: 4270 1987
 DD3472_MARK LOGO: SCCC  
 DD3472_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3472+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3472
 DD3472  HISTORY     - Date     Condition        Report By
 DD3472  HISTORY     - 1987     MONUMENTED       SCCC
 DD3472
 DD3472                          STATION DESCRIPTION
 DD3472
 DD3472'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3472'THE STATION IS LOCATED IN THE TOWN OF PAWLEYS ISLAND.  TO REACH THE
 DD3472'STATION FROM THE INTERSECTION OF S-22-266 (SOUTH CAUSEWAY) AND
 DD3472'S-22-10, CONTINUE NORTHEAST ON S-22-10 FOR (0.40 MI) TO THE STATION ON
 DD3472'THE RIGHT LOCATED AT THE TOP OF THE DUNE ON THE BEACH SIDE OF THE
 DD3472'BUILDING (TIP TOP INN).
 DD3472'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3472'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3472'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (65.2 FT) SOUTH
 DD3472'SOUTHEAST FROM THE NORTHEAST CORNER OF BUILDING NUMBER 378 (TIP TOP
 DD3472'INN), (55.8 FT) EAST SOUTHEAST FROM THE NORTHEAST CORNER OF HOUSE
 DD3472'NUMBER 380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4616 ***********************************************************************
 DD4616  DESIGNATION -  4270 B
 DD4616  PID         -  DD4616
 DD4616  STATE/COUNTY-  SC/GEORGETOWN
 DD4616  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4616
 DD4616                         *CURRENT SURVEY CONTROL
 DD4616  ___________________________________________________________________
 DD4616* NAD 83(2001)-  33 25 44.09592(N)    079 07 20.74702(W)     ADJUSTED  
 DD4616* NAVD 88     -         1.298  (meters)       4.26   (feet)  ADJUSTED  
 DD4616  ___________________________________________________________________
 DD4616  X           -   1,005,525.740 (meters)                     COMP
 DD4616  Y           -  -5,232,652.169 (meters)                     COMP
 DD4616  Z           -   3,493,738.651 (meters)                     COMP
 DD4616  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DD4616  ELLIP HEIGHT-         -33.47  (meters)          (03/27/03) GPS OBS
 DD4616  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD4616  DYNAMIC HT  -           1.296 (meters)       4.25  (feet)  COMP
 DD4616  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DD4616
 DD4616  HORZ ORDER  -  SECOND
 DD4616  VERT ORDER  -  THIRD
 DD4616  ELLP ORDER  -  FOURTH    CLASS II
 DD4616
 DD4616.The horizontal coordinates were established by GPS observations
 DD4616.and adjusted by the National Geodetic Survey in March 2003..
 DD4616
 DD4616.The orthometric height was determined by differential leveling
 DD4616.and adjusted by the National Geodetic Survey in April 1995..
 DD4616
 DD4616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4616
 DD4616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4616
 DD4616.The ellipsoidal height was determined by GPS observations
 DD4616.and is referenced to NAD 83.
 DD4616
 DD4616.The geoid height was determined by GEOID03.
 DD4616
 DD4616.The dynamic height is computed by dividing the NAVD 88
 DD4616.geopotential number by the normal gravity value computed on the
 DD4616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4616.degrees latitude (g = 980.6199 gals.).
 DD4616
 DD4616.The modeled gravity was interpolated from observed gravity values.
 DD4616
 DD4616;                    North         East     Units Scale Factor Converg.
 DD4616;SPC SC       -   178,530.465   784,166.967   MT  0.99980241   +1 02 27.3
 DD4616;SPC SC       -   585,729.87  2,572,726.27   iFT  0.99980241   +1 02 27.3
 DD4616;UTM  17      - 3,700,414.144   674,553.605   MT  0.99997566   +1 02 04.6
 DD4616
 DD4616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4616!SPC SC       -   1.00000525  x   0.99980241  =   0.99980766
 DD4616!UTM  17      -   1.00000525  x   0.99997566  =   0.99998091
 DD4616
 DD4616:                Primary Azimuth Mark                     Grid Az
 DD4616:SPC SC       -  4260 B                                   200 16 54.7
 DD4616:UTM  17      -  4260 B                                   200 17 17.4
 DD4616
 DD4616|---------------------------------------------------------------------|
 DD4616| PID    Reference Object                     Distance      Geod. Az  |
 DD4616|                                                           dddmmss.s |
 DD4616| DD4617 4260 B                              APPROX. 0.5 KM 2011922.0 |
 DD4616|---------------------------------------------------------------------|
 DD4616
 DD4616                          SUPERSEDED SURVEY CONTROL
 DD4616
 DD4616  NAD 83(1995)-  33 25 44.09764(N)    079 07 20.74665(W) AD(       ) 2
 DD4616  ELLIP H (12/20/99)  -33.52   (m)                       GP(       ) 4 1
 DD4616  NAD 83(1986)-  33 25 44.10591(N)    079 07 20.74977(W) AD(       ) 2
 DD4616  NGVD 29 (05/09/91)    1.608  (m)            5.28   (f) ADJUSTED    3 0
 DD4616
 DD4616.Superseded values are not recommended for survey control.
 DD4616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4616.See file dsdata.txt to determine how the superseded data were derived.
 DD4616
 DD4616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7455400414(NAD 83)
 DD4616_MARKER: DD = SURVEY DISK
 DD4616_SETTING: 0 = UNSPECIFIED SETTING
 DD4616_STAMPING: 4270 B 1990
 DD4616_MARK LOGO: SCCC  
 DD4616_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4616+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4616
 DD4616  HISTORY     - Date     Condition        Report By
 DD4616  HISTORY     - 1990     MONUMENTED       NGS
 DD4616
 DD4616                          STATION DESCRIPTION
 DD4616
 DD4616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4616'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) NORTHEAST OF
 DD4616'GEORGETOWN, 16.1 KM (10.0 MI) ) SOUTHWEST OF MURRELLS INLET AND ON
 DD4616'PAWLEYS ISLAND ON ROAD RIGHT-OF-WAY.
 DD4616'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4616'SC 29202, PHONE 803-737-1314.
 DD4616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4616'ROAD S-22-46 (A SHELL ROAD), ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4616'MURRELLS INLET, GO SOUTHEAST ON STATE ROAD S-22-46 FOR 0.88 KM
 DD4616'(0.55 MI) TO THE JUNCTION OF STATE ROAD S-22-10 (MYRTLE AVENUE), TURN
 DD4616'RIGHT AND GO SOUTHWEST FOR 0.48 KM (0.30 MI) TO THE STATION ON THE
 DD4616'RIGHT,  A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4616'PRE-FABRICATED MARK RECESSED 2 CM BELOW THE GROUND.  LOCATED 17.8 M
 DD4616'(58.4 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A ONE STORY WOOD FRAME
 DD4616'HOUSE SETTING ON WOOD PILINGS, 11.5 M (37.7 FT) NORTHWEST OF CENTER
 DD4616'OF STATE ROAD S-22-10, 4.3 M (14.1 FT) NORTHEAST OF DRIVEWAY AND 0.5
 DD4616'M (1.6 FT) EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4615 ***********************************************************************
 DD4615  DESIGNATION -  4275 B
 DD4615  PID         -  DD4615
 DD4615  STATE/COUNTY-  SC/GEORGETOWN
 DD4615  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4615
 DD4615                         *CURRENT SURVEY CONTROL
 DD4615  ___________________________________________________________________
 DD4615* NAD 83(2001)-  33 25 56.82549(N)    079 07 18.36462(W)     ADJUSTED  
 DD4615* NAVD 88     -         1.228  (meters)       4.03   (feet)  ADJUSTED  
 DD4615  ___________________________________________________________________
 DD4615  X           -   1,005,545.391 (meters)                     COMP
 DD4615  Y           -  -5,232,428.315 (meters)                     COMP
 DD4615  Z           -   3,494,065.909 (meters)                     COMP
 DD4615  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DD4615  ELLIP HEIGHT-         -33.54  (meters)          (03/27/03) GPS OBS
 DD4615  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD4615  DYNAMIC HT  -           1.226 (meters)       4.02  (feet)  COMP
 DD4615  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DD4615
 DD4615  HORZ ORDER  -  SECOND
 DD4615  VERT ORDER  -  THIRD
 DD4615  ELLP ORDER  -  FOURTH    CLASS II
 DD4615
 DD4615.The horizontal coordinates were established by GPS observations
 DD4615.and adjusted by the National Geodetic Survey in March 2003..
 DD4615
 DD4615.The orthometric height was determined by differential leveling
 DD4615.and adjusted by the National Geodetic Survey in April 1995..
 DD4615
 DD4615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4615
 DD4615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4615
 DD4615.The ellipsoidal height was determined by GPS observations
 DD4615.and is referenced to NAD 83.
 DD4615
 DD4615.The geoid height was determined by GEOID03.
 DD4615
 DD4615.The dynamic height is computed by dividing the NAVD 88
 DD4615.geopotential number by the normal gravity value computed on the
 DD4615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4615.degrees latitude (g = 980.6199 gals.).
 DD4615
 DD4615.The modeled gravity was interpolated from observed gravity values.
 DD4615
 DD4615;                    North         East     Units Scale Factor Converg.
 DD4615;SPC SC       -   178,923.625   784,221.364   MT  0.99980216   +1 02 28.6
 DD4615;SPC SC       -   587,019.77  2,572,904.74   iFT  0.99980216   +1 02 28.6
 DD4615;UTM  17      - 3,700,807.366   674,608.053   MT  0.99997589   +1 02 06.3
 DD4615
 DD4615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4615!SPC SC       -   1.00000527  x   0.99980216  =   0.99980742
 DD4615!UTM  17      -   1.00000527  x   0.99997589  =   0.99998116
 DD4615
 DD4615|---------------------------------------------------------------------|
 DD4615| PID    Reference Object                     Distance      Geod. Az  |
 DD4615|                                                           dddmmss.s |
 DD4615| DD4616 4270 B                              396.984 METERS 18855     |
 DD4615|---------------------------------------------------------------------|
 DD4615
 DD4615                          SUPERSEDED SURVEY CONTROL
 DD4615
 DD4615  NAD 83(1995)-  33 25 56.82720(N)    079 07 18.36425(W) AD(       ) 2
 DD4615  ELLIP H (12/20/99)  -33.59   (m)                       GP(       ) 4 1
 DD4615  NAD 83(1986)-  33 25 56.83549(N)    079 07 18.36736(W) AD(       ) 2
 DD4615  NGVD 29 (05/09/91)    1.538  (m)            5.05   (f) ADJUSTED    3 0
 DD4615
 DD4615.Superseded values are not recommended for survey control.
 DD4615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4615.See file dsdata.txt to determine how the superseded data were derived.
 DD4615
 DD4615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7460800807(NAD 83)
 DD4615_MARKER: DD = SURVEY DISK
 DD4615_SETTING: 0 = UNSPECIFIED SETTING
 DD4615_STAMPING: 4275 B 1990
 DD4615_MARK LOGO: SCCC  
 DD4615_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4615+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4615
 DD4615  HISTORY     - Date     Condition        Report By
 DD4615  HISTORY     - 1990     MONUMENTED       NGS
 DD4615
 DD4615                          STATION DESCRIPTION
 DD4615
 DD4615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4615'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) NORTHEAST OF
 DD4615'GEORGETOWN, 16.1 KM (10.0 MI) ) SOUTHWEST OF MURRELLS INLET AND ON
 DD4615'PAWLEYS ISLAND ON ROAD RIGHT-OF-WAY.
 DD4615'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4615'SC 29202, PHONE 803-737-1314.
 DD4615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4615'ROAD S-22-46 (A SHELL ROAD), ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4615'MURRELLS INLET, GO SOUTHEAST ON STATE ROAD S-22-46 FOR 0.88 KM
 DD4615'(0.55 MI) TO THE JUNCTION OF STATE ROAD S-22-10 (MYRTLE AVENUE), TURN
 DD4615'RIGHT AND GO SOUTHWEST FOR 0.11 KM (0.07 MI) TO THE STATION ON THE
 DD4615'RIGHT JUST BEFORE REACHING STATE ROAD S-22-314.
 DD4615'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4615'PRE-FABRICATED MARK RECESSED 2 CM BELOW THE GROUND.  LOCATED 27.8 M
 DD4615'(91.2 FT) NORTH-NORTHEAST FROM A YIELD SIGN FOR STATE ROAD S-22-314,
 DD4615'6.0 M (19.7 FT) WEST-NORTHWEST FROM CENTER OF STATE ROAD S-22-10, 3.9
 DD4615'M (12.8 FT) SOUTH FROM A NO PARKING SIGN AND 0.5 M (1.6 FT) EAST FROM
 DD4615'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3473 ***********************************************************************
 DD3473  DESIGNATION -  4280
 DD3473  PID         -  DD3473
 DD3473  STATE/COUNTY-  SC/GEORGETOWN
 DD3473  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3473
 DD3473                         *CURRENT SURVEY CONTROL
 DD3473  ___________________________________________________________________
 DD3473* NAD 83(2001)-  33 26 01.25858(N)    079 07 08.40837(W)     ADJUSTED  
 DD3473* NAVD 88     -         4.30   (+/-2cm)      14.1    (feet)  VERTCON   
 DD3473  ___________________________________________________________________
 DD3473  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DD3473  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD3473
 DD3473  HORZ ORDER  -  SECOND
 DD3473  VERT ORDER  -  THIRD ? (See Below)
 DD3473
 DD3473.The horizontal coordinates were established by classical geodetic methods
 DD3473.and adjusted by the National Geodetic Survey in March 2004..
 DD3473
 DD3473.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3473.The vertical order pertains to the NGVD 29 superseded value.
 DD3473
 DD3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3473
 DD3473.The geoid height was determined by GEOID03.
 DD3473
 DD3473;                    North         East     Units Scale Factor Converg.
 DD3473;SPC SC       -   179,064.830   784,475.973   MT  0.99980207   +1 02 34.2
 DD3473;SPC SC       -   587,483.04  2,573,740.07   iFT  0.99980207   +1 02 34.2
 DD3473;UTM  17      - 3,700,948.569   674,862.723   MT  0.99997699   +1 02 11.9
 DD3473
 DD3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3473!SPC SC       -   1.00000478  x   0.99980207  =   0.99980685
 DD3473!UTM  17      -   1.00000478  x   0.99997699  =   0.99998177
 DD3473
 DD3473                          SUPERSEDED SURVEY CONTROL
 DD3473
 DD3473  NAD 83(1986)-  33 26 01.26818(N)    079 07 08.41038(W) AD(       ) 2
 DD3473  NAD 83(1986)-  33 26 01.26815(N)    079 07 08.41035(W) AD(       ) 3
 DD3473  NGVD 29 (11/30/89)    4.61   (m)           15.1    (f) LEVELING    3  
 DD3473
 DD3473.Superseded values are not recommended for survey control.
 DD3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3473.See file dsdata.txt to determine how the superseded data were derived.
 DD3473
 DD3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7486300949(NAD 83)
 DD3473_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3473_SETTING: 0 = UNSPECIFIED SETTING
 DD3473_STAMPING: 4280 1987
 DD3473_MARK LOGO: SCCC  
 DD3473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3473+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3473
 DD3473  HISTORY     - Date     Condition        Report By
 DD3473  HISTORY     - 1987     MONUMENTED       SCCC
 DD3473
 DD3473                          STATION DESCRIPTION
 DD3473
 DD3473'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3473'THE STATION IS LOCATED IN THE TOWN OF PAWLEYS ISLAND.  TO REACH THE
 DD3473'STATION FROM THE INTERSECTION OF S-22-46 (NORTH CAUSEWAY) AND S-22-10,
 DD3473'CONTINUE NORTHEAST ON S-22-10 FOR (0.25 MI) TO THE INTERSECTION OF
 DD3473'S-22-462, CONTINUE SOUTHWEST ON S-22-462 TO THE END OF THE STREET AND
 DD3473'THE STATION ON THE LEFT, LOCATED AT THE TOP OF THE DUNE ON THE BEACH
 DD3473'SIDE OF HOUSE NUMBER 306.
 DD3473'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3473'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3473'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (93.9 FT)
 DD3473'SOUTHEAST FROM THE SOUTHEAST CORNER OF HOUSE NUMBER 306, (52.6 FT)
 DD3473'NORTH FROM THE NORTHEAST CORNER OF THE WOODEN WALK AT THE STEPS OF THE
 DD3473'ONE-STORY FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4614 ***********************************************************************
 DD4614  DESIGNATION -  4280 B
 DD4614  PID         -  DD4614
 DD4614  STATE/COUNTY-  SC/GEORGETOWN
 DD4614  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4614
 DD4614                         *CURRENT SURVEY CONTROL
 DD4614  ___________________________________________________________________
 DD4614* NAD 83(2001)-  33 26 06.29729(N)    079 07 08.22632(W)     ADJUSTED  
 DD4614* NAVD 88     -         2.291  (meters)       7.52   (feet)  ADJUSTED  
 DD4614  ___________________________________________________________________
 DD4614  X           -   1,005,772.391 (meters)                     COMP
 DD4614  Y           -  -5,232,221.870 (meters)                     COMP
 DD4614  Z           -   3,494,310.025 (meters)                     COMP
 DD4614  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DD4614  ELLIP HEIGHT-         -32.47  (meters)          (03/27/03) GPS OBS
 DD4614  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD4614  DYNAMIC HT  -           2.289 (meters)       7.51  (feet)  COMP
 DD4614  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DD4614
 DD4614  HORZ ORDER  -  SECOND
 DD4614  VERT ORDER  -  THIRD
 DD4614  ELLP ORDER  -  FOURTH    CLASS II
 DD4614
 DD4614.The horizontal coordinates were established by GPS observations
 DD4614.and adjusted by the National Geodetic Survey in March 2003..
 DD4614
 DD4614.The orthometric height was determined by differential leveling
 DD4614.and adjusted by the National Geodetic Survey in April 1995..
 DD4614
 DD4614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4614
 DD4614.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4614
 DD4614.The ellipsoidal height was determined by GPS observations
 DD4614.and is referenced to NAD 83.
 DD4614
 DD4614.The geoid height was determined by GEOID03.
 DD4614
 DD4614.The dynamic height is computed by dividing the NAVD 88
 DD4614.geopotential number by the normal gravity value computed on the
 DD4614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4614.degrees latitude (g = 980.6199 gals.).
 DD4614
 DD4614.The modeled gravity was interpolated from observed gravity values.
 DD4614
 DD4614;                    North         East     Units Scale Factor Converg.
 DD4614;SPC SC       -   179,220.097   784,477.849   MT  0.99980197   +1 02 34.3
 DD4614;SPC SC       -   587,992.44  2,573,746.22   iFT  0.99980197   +1 02 34.3
 DD4614;UTM  17      - 3,701,103.862   674,864.616   MT  0.99997700   +1 02 12.1
 DD4614
 DD4614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4614!SPC SC       -   1.00000510  x   0.99980197  =   0.99980707
 DD4614!UTM  17      -   1.00000510  x   0.99997700  =   0.99998210
 DD4614
 DD4614|---------------------------------------------------------------------|
 DD4614| PID    Reference Object                     Distance      Geod. Az  |
 DD4614|                                                           dddmmss.s |
 DD4614| DD4615 4275 B                              392.099 METERS 22154     |
 DD4614|---------------------------------------------------------------------|
 DD4614
 DD4614                          SUPERSEDED SURVEY CONTROL
 DD4614
 DD4614  NAD 83(1995)-  33 26 06.29900(N)    079 07 08.22597(W) AD(       ) 2
 DD4614  ELLIP H (12/20/99)  -32.53   (m)                       GP(       ) 4 1
 DD4614  NAD 83(1986)-  33 26 06.30727(N)    079 07 08.22917(W) AD(       ) 2
 DD4614  NGVD 29 (05/09/91)    2.602  (m)            8.54   (f) ADJUSTED    3 0
 DD4614
 DD4614.Superseded values are not recommended for survey control.
 DD4614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4614.See file dsdata.txt to determine how the superseded data were derived.
 DD4614
 DD4614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7486501104(NAD 83)
 DD4614_MARKER: DD = SURVEY DISK
 DD4614_SETTING: 0 = UNSPECIFIED SETTING
 DD4614_STAMPING: 4280 B 1990
 DD4614_MARK LOGO: SCCC  
 DD4614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4614+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4614
 DD4614  HISTORY     - Date     Condition        Report By
 DD4614  HISTORY     - 1990     MONUMENTED       NGS
 DD4614
 DD4614                          STATION DESCRIPTION
 DD4614
 DD4614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4614'THE STATION IS LOCATED ON PAWLEYS ISLAND, ABOUT 150 YARDS WEST OF THE
 DD4614'BEACH AND ON HIGHWAY RIGHT-OF-WAY.
 DD4614'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4614'SC 29202, PHONE 803-737-1314.
 DD4614'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD S-22-46 (SHELL
 DD4614'ROAD) AND U.S. HIGHWAY 17, ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4614'MURRELLS INLET, GO SOUTHEAST ON S-22-46 FOR 0.88 KM (0.55 MI) TO THE
 DD4614'JUNCTION OF S-22-10 (MYRTLE AVENUE).  TURN LEFT AND GO NORTHEAST FOR
 DD4614'0.4 KM (0.2 MI) TO A STOP SIGN, TURN RIGHT AND GO SOUTHEAST ON FIRST
 DD4614'AVENUE FOR 0.15 KM (0.09 MI) TO A STOP SIGN AT A CROSSROAD.  TURN
 DD4614'RIGHT ONTO ATLANTIC AVENUE FOR ABOUT 30.0 M (98.4 FT) TO THE STATION
 DD4614'ON THE LEFT.
 DD4614'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4614'PREFABRICATED ALUMINUM PIPE SURROUNDED BY A PVC PIPE THAT PROJECTS
 DD4614'ABOUT 4 CM.  LOCATED 14.7 M (48.2 FT) NORTH FROM POWER POLE 73786,
 DD4614'11.9 M (39.0 FT) NORTHEAST FROM POWER POLE 24530, 10.5 M (34.4 FT)
 DD4614'SOUTHEAST FROM CENTER OF SAND ROAD (ATLANTIC AVENUE) AND 0.3 M
 DD4614'(1.0 FT) WEST-NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4613 ***********************************************************************
 DD4613  DESIGNATION -  4285 B
 DD4613  PID         -  DD4613
 DD4613  STATE/COUNTY-  SC/GEORGETOWN
 DD4613  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4613
 DD4613                         *CURRENT SURVEY CONTROL
 DD4613  ___________________________________________________________________
 DD4613* NAD 83(2001)-  33 26 14.78809(N)    079 07 02.74512(W)     ADJUSTED  
 DD4613* NAVD 88     -         1.838  (meters)       6.03   (feet)  ADJUSTED  
 DD4613  ___________________________________________________________________
 DD4613  X           -   1,005,884.148 (meters)                     COMP
 DD4613  Y           -  -5,232,053.234 (meters)                     COMP
 DD4613  Z           -   3,494,528.080 (meters)                     COMP
 DD4613  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DD4613  ELLIP HEIGHT-         -32.91  (meters)          (03/27/03) GPS OBS
 DD4613  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD4613  DYNAMIC HT  -           1.836 (meters)       6.02  (feet)  COMP
 DD4613  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 DD4613
 DD4613  HORZ ORDER  -  SECOND
 DD4613  VERT ORDER  -  THIRD
 DD4613  ELLP ORDER  -  FOURTH    CLASS II
 DD4613
 DD4613.The horizontal coordinates were established by GPS observations
 DD4613.and adjusted by the National Geodetic Survey in March 2003..
 DD4613
 DD4613.The orthometric height was determined by differential leveling
 DD4613.and adjusted by the National Geodetic Survey in April 1995..
 DD4613
 DD4613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4613
 DD4613.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4613
 DD4613.The ellipsoidal height was determined by GPS observations
 DD4613.and is referenced to NAD 83.
 DD4613
 DD4613.The geoid height was determined by GEOID03.
 DD4613
 DD4613.The dynamic height is computed by dividing the NAVD 88
 DD4613.geopotential number by the normal gravity value computed on the
 DD4613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4613.degrees latitude (g = 980.6199 gals.).
 DD4613
 DD4613.The modeled gravity was interpolated from observed gravity values.
 DD4613
 DD4613;                    North         East     Units Scale Factor Converg.
 DD4613;SPC SC       -   179,484.172   784,614.619   MT  0.99980180   +1 02 37.3
 DD4613;SPC SC       -   588,858.83  2,574,194.94   iFT  0.99980180   +1 02 37.3
 DD4613;UTM  17      - 3,701,367.969   675,001.438   MT  0.99997759   +1 02 15.4
 DD4613
 DD4613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4613!SPC SC       -   1.00000517  x   0.99980180  =   0.99980697
 DD4613!UTM  17      -   1.00000517  x   0.99997759  =   0.99998276
 DD4613
 DD4613|---------------------------------------------------------------------|
 DD4613| PID    Reference Object                     Distance      Geod. Az  |
 DD4613|                                                           dddmmss.s |
 DD4613| DD4614 4280 B                              297.450 METERS 20825     |
 DD4613|---------------------------------------------------------------------|
 DD4613
 DD4613                          SUPERSEDED SURVEY CONTROL
 DD4613
 DD4613  NAD 83(1995)-  33 26 14.78980(N)    079 07 02.74477(W) AD(       ) 2
 DD4613  ELLIP H (12/20/99)  -32.97   (m)                       GP(       ) 4 1
 DD4613  NAD 83(1986)-  33 26 14.79810(N)    079 07 02.74795(W) AD(       ) 2
 DD4613  NGVD 29 (05/09/91)    2.149  (m)            7.05   (f) ADJUSTED    3 0
 DD4613
 DD4613.Superseded values are not recommended for survey control.
 DD4613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4613.See file dsdata.txt to determine how the superseded data were derived.
 DD4613
 DD4613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7500101368(NAD 83)
 DD4613_MARKER: DD = SURVEY DISK
 DD4613_SETTING: 0 = UNSPECIFIED SETTING
 DD4613_STAMPING: 4285 B 1990
 DD4613_MARK LOGO: SCCC  
 DD4613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4613+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4613
 DD4613  HISTORY     - Date     Condition        Report By
 DD4613  HISTORY     - 1990     MONUMENTED       NGS
 DD4613
 DD4613                          STATION DESCRIPTION
 DD4613
 DD4613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4613'THE STATION IS LOCATED ON PAWLEYS ISLAND, ALONG ATLANTIC AVENUE
 DD4613'(S-22-10) AND ON HIGHWAY RIGHT-OF-WAY.
 DD4613'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4613'SC 29202, PHONE 803-737-1314.
 DD4613'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD S-22-46 (SHELL
 DD4613'ROAD) AND U.S. HIGHWAY 17, ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4613'MURRELLS INLET, GO SOUTHEAST ON S-22-46 FOR 0.88 KM (0.55 MI) TO THE
 DD4613'JUNCTION OF S-22-10 (MYRTLE AVENUE).  TURN LEFT AND GO NORTHEAST FOR
 DD4613'0.4 KM (0.2 MI) TO A STOP SIGN, TURN RIGHT AND GO SOUTHEAST FOR 0.15
 DD4613'KM (0.09 MI) TO A STOP SIGN AT A CROSSROAD.  TURN LEFT ONTO ATLANTIC
 DD4613'AVENUE AND GO 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT AT 2ND
 DD4613'AVENUE.
 DD4613'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4613'PREFABRICATED ALUMINUM PIPE SURROUNDED BY A PVC PIPE THAT PROJECTS
 DD4613'ABOUT 2 CM.  LOCATED 8.4 M (27.6 FT) NORTHEAST FROM POWER POLE
 DD4613'49931, 6.7 M (22.0 FT) SOUTHEAST FROM CENTER OF ATLANTIC AVENUE, 0.6
 DD4613'M (2.0 FT) SOUTHWEST FROM A 4X4 WOOD STREET SIGN POST AND 0.5 M
 DD4613'(1.6 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3474 ***********************************************************************
 DD3474  DESIGNATION -  4290
 DD3474  PID         -  DD3474
 DD3474  STATE/COUNTY-  SC/GEORGETOWN
 DD3474  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3474
 DD3474                         *CURRENT SURVEY CONTROL
 DD3474  ___________________________________________________________________
 DD3474* NAD 83(2001)-  33 26 20.37477(N)    079 06 55.68882(W)     ADJUSTED  
 DD3474* NAVD 88     -         4.80   (+/-2cm)      15.7    (feet)  VERTCON   
 DD3474  ___________________________________________________________________
 DD3474  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DD3474  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD3474
 DD3474  HORZ ORDER  -  SECOND
 DD3474  VERT ORDER  -  THIRD ? (See Below)
 DD3474
 DD3474.The horizontal coordinates were established by classical geodetic methods
 DD3474.and adjusted by the National Geodetic Survey in March 2004..
 DD3474
 DD3474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3474.The vertical order pertains to the NGVD 29 superseded value.
 DD3474
 DD3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3474
 DD3474.The geoid height was determined by GEOID03.
 DD3474
 DD3474;                    North         East     Units Scale Factor Converg.
 DD3474;SPC SC       -   179,659.550   784,793.682   MT  0.99980169   +1 02 41.2
 DD3474;SPC SC       -   589,434.22  2,574,782.42   iFT  0.99980169   +1 02 41.2
 DD3474;UTM  17      - 3,701,543.359   675,180.551   MT  0.99997836   +1 02 19.4
 DD3474
 DD3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3474!SPC SC       -   1.00000470  x   0.99980169  =   0.99980639
 DD3474!UTM  17      -   1.00000470  x   0.99997836  =   0.99998306
 DD3474
 DD3474                          SUPERSEDED SURVEY CONTROL
 DD3474
 DD3474  NAD 83(1986)-  33 26 20.38423(N)    079 06 55.69069(W) AD(       ) 2
 DD3474  NAD 83(1986)-  33 26 20.38422(N)    079 06 55.69072(W) AD(       ) 3
 DD3474  NGVD 29 (11/30/89)    5.11   (m)           16.8    (f) LEVELING    3  
 DD3474
 DD3474.Superseded values are not recommended for survey control.
 DD3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3474.See file dsdata.txt to determine how the superseded data were derived.
 DD3474
 DD3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7518101543(NAD 83)
 DD3474_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3474_SETTING: 0 = UNSPECIFIED SETTING
 DD3474_STAMPING: 4290 1987
 DD3474_MARK LOGO: SCCC  
 DD3474_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3474+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3474
 DD3474  HISTORY     - Date     Condition        Report By
 DD3474  HISTORY     - 1987     MONUMENTED       SCCC
 DD3474
 DD3474                          STATION DESCRIPTION
 DD3474
 DD3474'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3474'THE STATION IS LOCATED IN THE TOWN OF PAWLEYS ISLAND.  TO REACH THE
 DD3474'STATION FROM THE INTERSECTION OF S-22-46 (NORTH CAUSEWAY) AND S-22-10,
 DD3474'CONTINUE NORTHEAST ON S-22-10 FOR (0.55 MI) TO THE INTERSECTION OF 3RD
 DD3474'AVENUE, CONTINUE ON 3RD AVENUE TO THE END OF THE STREET, THE STATION
 DD3474'IS LOCATED ON THE LEFT AT THE TOP OF THE DUNE ON THE BEACH SIDE OF
 DD3474'HOUSE NUMBER 192.
 DD3474'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3474'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3474'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (39.8 FT) WEST
 DD3474'FROM THE NORTHEAST CORNER OF THE WOODEN DECK AT HOUSE NUMBER 192,
 DD3474'(49.6 FT) EAST NORTHEAST FROM THE NORTHEAST CORNER OF THE WOODEN DECK
 DD3474'AT HOUSE NUMBER 202.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4612 ***********************************************************************
 DD4612  DESIGNATION -  4290 B
 DD4612  PID         -  DD4612
 DD4612  STATE/COUNTY-  SC/GEORGETOWN
 DD4612  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4612
 DD4612                         *CURRENT SURVEY CONTROL
 DD4612  ___________________________________________________________________
 DD4612* NAD 83(2001)-  33 26 21.25509(N)    079 06 58.65314(W)     ADJUSTED  
 DD4612* NAVD 88     -         1.762  (meters)       5.78   (feet)  ADJUSTED  
 DD4612  ___________________________________________________________________
 DD4612  X           -   1,005,967.199 (meters)                     COMP
 DD4612  Y           -  -5,231,925.389 (meters)                     COMP
 DD4612  Z           -   3,494,694.293 (meters)                     COMP
 DD4612  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DD4612  ELLIP HEIGHT-         -33.00  (meters)          (03/27/03) GPS OBS
 DD4612  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD4612  DYNAMIC HT  -           1.760 (meters)       5.77  (feet)  COMP
 DD4612  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DD4612
 DD4612  HORZ ORDER  -  SECOND
 DD4612  VERT ORDER  -  THIRD
 DD4612  ELLP ORDER  -  FOURTH    CLASS II
 DD4612
 DD4612.The horizontal coordinates were established by GPS observations
 DD4612.and adjusted by the National Geodetic Survey in March 2003..
 DD4612
 DD4612.The orthometric height was determined by differential leveling
 DD4612.and adjusted by the National Geodetic Survey in April 1995..
 DD4612
 DD4612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4612
 DD4612.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4612
 DD4612.The ellipsoidal height was determined by GPS observations
 DD4612.and is referenced to NAD 83.
 DD4612
 DD4612.The geoid height was determined by GEOID03.
 DD4612
 DD4612.The dynamic height is computed by dividing the NAVD 88
 DD4612.geopotential number by the normal gravity value computed on the
 DD4612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4612.degrees latitude (g = 980.6199 gals.).
 DD4612
 DD4612.The modeled gravity was interpolated from observed gravity values.
 DD4612
 DD4612;                    North         East     Units Scale Factor Converg.
 DD4612;SPC SC       -   179,685.266   784,716.648   MT  0.99980168   +1 02 39.6
 DD4612;SPC SC       -   589,518.59  2,574,529.69   iFT  0.99980168   +1 02 39.6
 DD4612;UTM  17      - 3,701,569.088   675,103.505   MT  0.99997803   +1 02 17.8
 DD4612
 DD4612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4612!SPC SC       -   1.00000518  x   0.99980168  =   0.99980686
 DD4612!UTM  17      -   1.00000518  x   0.99997803  =   0.99998321
 DD4612
 DD4612|---------------------------------------------------------------------|
 DD4612| PID    Reference Object                     Distance      Geod. Az  |
 DD4612|                                                           dddmmss.s |
 DD4612| DD4613 4285 B                              225.541 METERS 20757     |
 DD4612| DD4614 4280 B                              APPROX. 0.5 KM 2081306.0 |
 DD4612|---------------------------------------------------------------------|
 DD4612
 DD4612                          SUPERSEDED SURVEY CONTROL
 DD4612
 DD4612  NAD 83(1995)-  33 26 21.25679(N)    079 06 58.65279(W) AD(       ) 2
 DD4612  ELLIP H (12/20/99)  -33.05   (m)                       GP(       ) 4 1
 DD4612  NAD 83(1986)-  33 26 21.26511(N)    079 06 58.65600(W) AD(       ) 2
 DD4612  NGVD 29 (05/09/91)    2.072  (m)            6.80   (f) ADJUSTED    3 0
 DD4612
 DD4612.Superseded values are not recommended for survey control.
 DD4612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4612.See file dsdata.txt to determine how the superseded data were derived.
 DD4612
 DD4612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7510401569(NAD 83)
 DD4612_MARKER: DD = SURVEY DISK
 DD4612_SETTING: 0 = UNSPECIFIED SETTING
 DD4612_STAMPING: 4290 B 1990
 DD4612_MARK LOGO: SCCC  
 DD4612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4612+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4612
 DD4612  HISTORY     - Date     Condition        Report By
 DD4612  HISTORY     - 1990     MONUMENTED       NGS
 DD4612
 DD4612                          STATION DESCRIPTION
 DD4612
 DD4612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4612'THE STATION IS LOCATED ON PAWLEYS ISLAND, ALONG ATLANTIC AVENUE
 DD4612'(S-22-10) AND ON HIGHWAY RIGHT-OF-WAY.
 DD4612'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4612'SC 29202, PHONE 803-737-1314.
 DD4612'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD S-22-46 (SHELL
 DD4612'ROAD) AND U.S. HIGHWAY 17, ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4612'MURRELLS INLET, GO SOUTHEAST ON S-22-46 FOR 0.88 KM (0.55 MI) TO THE
 DD4612'JUNCTION OF S-22-10 (MYRTLE AVENUE).  TURN LEFT AND GO NORTHEAST FOR
 DD4612'0.4 KM (0.2 MI) TO A STOP SIGN, TURN RIGHT AND GO SOUTHEAST ON FIRST
 DD4612'AVENUE FOR 0.15 KM (0.09 MI) TO A STOP SIGN AT A CROSSROAD.  TURN
 DD4612'LEFT ONTO ATLANTIC AVENUE AND GO 0.48 KM (0.30 MI) TO 3RD AVENUE (NO
 DD4612'STREET SIGN) AND THE STATION ON THE LEFT AT A DEAD END SIGN.
 DD4612'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4612'PREFABRICATED ALUMINUM PIPE SURROUNDED BY A PVC PIPE THAT PROJECTS
 DD4612'ABOUT 1 CM.  LOCATED 6.2 M (20.3 FT) NORTHWEST FROM CENTER OF
 DD4612'ATLANTIC AVENUE, 5.5 M (18.0 FT) NORTH-NORTHEAST FROM THE CENTER OF
 DD4612'3RD AVENUE, 1.65 M (5.41 FT) WEST FROM THE DEAD END SIGN AND 0.6 M
 DD4612'(2.0 FT) SOUTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3475 ***********************************************************************
 DD3475  DESIGNATION -  4295
 DD3475  PID         -  DD3475
 DD3475  STATE/COUNTY-  SC/GEORGETOWN
 DD3475  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3475
 DD3475                         *CURRENT SURVEY CONTROL
 DD3475  ___________________________________________________________________
 DD3475* NAD 83(2001)-  33 26 35.62358(N)    079 06 42.55915(W)     ADJUSTED  
 DD3475* NAVD 88     -         3.14   (+/-2cm)      10.3    (feet)  VERTCON   
 DD3475  ___________________________________________________________________
 DD3475  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DD3475  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3475
 DD3475  HORZ ORDER  -  SECOND
 DD3475  VERT ORDER  -  THIRD ? (See Below)
 DD3475
 DD3475.The horizontal coordinates were established by classical geodetic methods
 DD3475.and adjusted by the National Geodetic Survey in March 2004..
 DD3475
 DD3475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3475.The vertical order pertains to the NGVD 29 superseded value.
 DD3475
 DD3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3475
 DD3475.The geoid height was determined by GEOID03.
 DD3475
 DD3475;                    North         East     Units Scale Factor Converg.
 DD3475;SPC SC       -   180,135.367   785,124.115   MT  0.99980140   +1 02 48.5
 DD3475;SPC SC       -   590,995.30  2,575,866.52   iFT  0.99980140   +1 02 48.5
 DD3475;UTM  17      - 3,702,019.226   675,511.092   MT  0.99997979   +1 02 27.1
 DD3475
 DD3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3475!SPC SC       -   1.00000497  x   0.99980140  =   0.99980636
 DD3475!UTM  17      -   1.00000497  x   0.99997979  =   0.99998476
 DD3475
 DD3475                          SUPERSEDED SURVEY CONTROL
 DD3475
 DD3475  NAD 83(1986)-  33 26 35.63292(N)    079 06 42.56087(W) AD(       ) 2
 DD3475  NAD 83(1986)-  33 26 35.63296(N)    079 06 42.56097(W) AD(       ) 3
 DD3475  NGVD 29 (11/30/89)    3.45   (m)           11.3    (f) LEVELING    3  
 DD3475
 DD3475.Superseded values are not recommended for survey control.
 DD3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3475.See file dsdata.txt to determine how the superseded data were derived.
 DD3475
 DD3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7551102019(NAD 83)
 DD3475_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3475_SETTING: 0 = UNSPECIFIED SETTING
 DD3475_STAMPING: 4295 1987
 DD3475_MARK LOGO: SCCC  
 DD3475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3475+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3475
 DD3475  HISTORY     - Date     Condition        Report By
 DD3475  HISTORY     - 1987     MONUMENTED       SCCC
 DD3475
 DD3475                          STATION DESCRIPTION
 DD3475
 DD3475'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3475'THE STATION IS LOCATED IN THE TOWN OF PAWLEYS ISLAND ON THE NORTH END
 DD3475'OF THE ISLAND.  TO REACH THE STATION FROM THE INTERSECTION OF S-22-46
 DD3475'(NORTH CAUSEWAY) AND S-22-10, CONTINUE NORTHEAST ON S-22-10 FOR
 DD3475'(0.90 MI) TO THE END OF S-22-10, THE STATION IS LOCATED AT THE TOP OF
 DD3475'THE DUNE ON THE BEACH SIDE OF HOUSE NUMBER 114.
 DD3475'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3475'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3475'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (52.8 FT) EAST
 DD3475'SOUTHEAST FROM THE NORTHEAST CORNER OF THE WOODEN DECK AT HOUSE NUMBER
 DD3475'114, (189.7 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE WOODEN DECK
 DD3475'AT HOUSE NUMBER 122.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4445 ***********************************************************************
 DD4445  DESIGNATION -  4295 B
 DD4445  PID         -  DD4445
 DD4445  STATE/COUNTY-  SC/GEORGETOWN
 DD4445  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4445
 DD4445                         *CURRENT SURVEY CONTROL
 DD4445  ___________________________________________________________________
 DD4445* NAD 83(2001)-  33 26 36.04407(N)    079 06 46.14788(W)     ADJUSTED  
 DD4445* NAVD 88     -         2.028  (meters)       6.65   (feet)  ADJUSTED  
 DD4445  ___________________________________________________________________
 DD4445  X           -   1,006,237.011 (meters)                     COMP
 DD4445  Y           -  -5,231,618.033 (meters)                     COMP
 DD4445  Z           -   3,495,074.638 (meters)                     COMP
 DD4445  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DD4445  ELLIP HEIGHT-         -32.74  (meters)          (03/27/03) GPS OBS
 DD4445  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD4445  DYNAMIC HT  -           2.026 (meters)       6.65  (feet)  COMP
 DD4445  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DD4445
 DD4445  HORZ ORDER  -  SECOND
 DD4445  VERT ORDER  -  FIRST     CLASS II
 DD4445  ELLP ORDER  -  FOURTH    CLASS II
 DD4445
 DD4445.The horizontal coordinates were established by GPS observations
 DD4445.and adjusted by the National Geodetic Survey in March 2003..
 DD4445
 DD4445.The orthometric height was determined by differential leveling
 DD4445.and adjusted by the National Geodetic Survey in June 1991..
 DD4445
 DD4445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4445
 DD4445.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4445
 DD4445.The ellipsoidal height was determined by GPS observations
 DD4445.and is referenced to NAD 83.
 DD4445
 DD4445.The geoid height was determined by GEOID03.
 DD4445
 DD4445.The dynamic height is computed by dividing the NAVD 88
 DD4445.geopotential number by the normal gravity value computed on the
 DD4445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4445.degrees latitude (g = 980.6199 gals.).
 DD4445
 DD4445.The modeled gravity was interpolated from observed gravity values.
 DD4445
 DD4445;                    North         East     Units Scale Factor Converg.
 DD4445;SPC SC       -   180,146.625   785,031.221   MT  0.99980139   +1 02 46.5
 DD4445;SPC SC       -   591,032.23  2,575,561.75   iFT  0.99980139   +1 02 46.5
 DD4445;UTM  17      - 3,702,030.495   675,418.182   MT  0.99997939   +1 02 25.1
 DD4445
 DD4445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4445!SPC SC       -   1.00000514  x   0.99980139  =   0.99980653
 DD4445!UTM  17      -   1.00000514  x   0.99997939  =   0.99998453
 DD4445
 DD4445:                Primary Azimuth Mark                     Grid Az
 DD4445:SPC SC       -  4290 B                                   214 17 15.9
 DD4445:UTM  17      -  4290 B                                   214 17 37.3
 DD4445
 DD4445|---------------------------------------------------------------------|
 DD4445| PID    Reference Object                     Distance      Geod. Az  |
 DD4445|                                                           dddmmss.s |
 DD4445| DD4612 4290 B                              APPROX. 0.6 KM 2152002.4 |
 DD4445|---------------------------------------------------------------------|
 DD4445
 DD4445                          SUPERSEDED SURVEY CONTROL
 DD4445
 DD4445  NAD 83(1995)-  33 26 36.04577(N)    079 06 46.14753(W) AD(       ) 2
 DD4445  ELLIP H (12/20/99)  -32.79   (m)                       GP(       ) 4 1
 DD4445  NAD 83(1986)-  33 26 36.05409(N)    079 06 46.15072(W) AD(       ) 2
 DD4445  NGVD 29 (05/09/91)    2.338  (m)            7.67   (f) ADJUSTED    1 2
 DD4445
 DD4445.Superseded values are not recommended for survey control.
 DD4445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4445.See file dsdata.txt to determine how the superseded data were derived.
 DD4445
 DD4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7541802030(NAD 83)
 DD4445_MARKER: I = METAL ROD
 DD4445_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DD4445_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DD4445_STAMPING: 4295 B 1990
 DD4445_MARK LOGO: NGS   
 DD4445_MAGNETIC: I = MARKER IS A STEEL ROD
 DD4445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD4445+STABILITY: POSITION/ELEVATION WELL
 DD4445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4445+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD4445
 DD4445  HISTORY     - Date     Condition        Report By
 DD4445  HISTORY     - 1990     MONUMENTED       NGS
 DD4445  HISTORY     - 19900504 GOOD             NGS
 DD4445  HISTORY     - 19900924 GOOD             NGS
 DD4445
 DD4445                          STATION DESCRIPTION
 DD4445
 DD4445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4445'0.9 KM (0.56 MI) SOUTHEASTERLY ALONG STATE ROAD S-22-46 (SHELL ROAD)
 DD4445'FROM THE JUNCTION OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.3
 DD4445'KM (0.19 MI) SOUTHWESTERLY ALONG STATE ROAD S-22-10 (MYRTLE AVENUE),
 DD4445'THENCE 0.1 KM (0.06 MI) SOUTHEASTERLY ALONG FIRST AVENUE, THENCE 1.1
 DD4445'KM (0.68 MI) NORTHEASTERLY ALONG ATLANTIC AVENUE, 55.0 M (180.45 FT)
 DD4445'EAST OF THE CENTER OF THE AVENUE, 18.4 M (60.37 FT) NORTHEAST OF THE
 DD4445'NORTHEAST CORNER OF HOUSE NUMBER 118, 15.5 M (50.85 FT) NORTH OF THE
 DD4445'NORTH RAIL OF A WALKWAY, 15.0 M (49.21 FT) SOUTHEAST OF THE SOUTHEAST
 DD4445'CORNER OF HOUSE NUMBER 114, 0.9 M (2.95 FT) ABOVE THE LEVEL OF THE
 DD4445'AVENUE, AND 0.2 M (0.66 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 DD4445'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DD4445
 DD4445                          STATION RECOVERY (1990)
 DD4445
 DD4445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4445'THE STATION IS LOCATED ON PAWLEYS ISLAND, ALONG ATLANTIC AVENUE
 DD4445'(S-22-10) AND ON HIGHWAY RIGHT-OF-WAY.
 DD4445'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4445'SC 29202, PHONE 803-737-1314.
 DD4445'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD S-22-46 (SHELL
 DD4445'ROAD) AND U.S. HIGHWAY 17, ABOUT 11.7 KM (7.3 MI) SOUTHWEST OF
 DD4445'MURRELLS INLET, GO SOUTHEAST ON S-22-46 FOR 0.88 KM (0.55 MI) TO THE
 DD4445'JUNCTION OF S-22-10 (MYRTLE AVENUE).  TURN LEFT AND GO NORTHEAST FOR
 DD4445'0.4 KM (0.2 MI) TO A STOP SIGN, TURN RIGHT AND GO SOUTHEAST ON FIRST
 DD4445'AVENUE FOR 0.15 KM (0.09 MI) TO A STOP SIGN AT A CROSSROAD.  TURN
 DD4445'LEFT ONTO ATLANTIC AVENUE AND GO 1.13 KM (0.70 MI) TO THE STATION ON
 DD4445'THE RIGHT BETWEEN AND BEHIND HOUSE NUMBERS 114 AND 118 AND ON TOP OF
 DD4445'1ST SET OF SAND DUNES.
 DD4445'THE STATION IS LOCATED 55.0 M (180.4 FT) EAST FROM CENTER OF ATLANTIC
 DD4445'AVENUE, 18.4 M (60.4 FT) NORTHEAST FROM MOST NORTHEAST PILING UNDER
 DD4445'HOUSE NUMBER 118, 15.5 M (50.9 FT) NORTH OF THE NORTH RAIL OF WOODEN
 DD4445'WALKWAY OVER DUNES, 15.0 M (49.2 FT) SOUTHEAST FROM MOST SOUTHEAST
 DD4445'PILING UNDER HOUSE NUMBER 114 AND 0.2 M (0.7 FT) WEST FROM A WITNESS
 DD4445'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0201 ***********************************************************************
 DE0201  DESIGNATION -  43
 DE0201  PID         -  DE0201
 DE0201  STATE/COUNTY-  SC/DORCHESTER
 DE0201  USGS QUAD   -  RIDGEVILLE (1979)
 DE0201
 DE0201                         *CURRENT SURVEY CONTROL
 DE0201  ___________________________________________________________________
 DE0201* NAD 83(1986)-  33 04 16.     (N)    080 16 09.     (W)     SCALED    
 DE0201* NAVD 88     -        12.689  (meters)      41.63   (feet)  ADJUSTED  
 DE0201  ___________________________________________________________________
 DE0201  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DE0201  DYNAMIC HT  -          12.675 (meters)      41.58  (feet)  COMP
 DE0201  MODELED GRAV-     979,564.7   (mgal)                       NAVD 88
 DE0201
 DE0201  VERT ORDER  -  SECOND    CLASS 0
 DE0201
 DE0201.The horizontal coordinates were scaled from a topographic map and have
 DE0201.an estimated accuracy of +/- 6 seconds.
 DE0201
 DE0201.The orthometric height was determined by differential leveling
 DE0201.and adjusted by the National Geodetic Survey in June 1991..
 DE0201
 DE0201.The geoid height was determined by GEOID03.
 DE0201
 DE0201.The dynamic height is computed by dividing the NAVD 88
 DE0201.geopotential number by the normal gravity value computed on the
 DE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0201.degrees latitude (g = 980.6199 gals.).
 DE0201
 DE0201.The modeled gravity was interpolated from observed gravity values.
 DE0201
 DE0201;                    North         East    Units  Estimated Accuracy
 DE0201;SPC SC       -   137,510.      677,830.      MT  (+/- 180 meters Scaled)
 DE0201
 DE0201                          SUPERSEDED SURVEY CONTROL
 DE0201
 DE0201  NGVD 29 (03/21/89)   12.984  (m)           42.60   (f) ADJUSTED    2 0
 DE0201
 DE0201.Superseded values are not recommended for survey control.
 DE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0201.See file dsdata.txt to determine how the superseded data were derived.
 DE0201
 DE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS682594(NAD 83)
 DE0201_MARKER: P = PIPE CAP
 DE0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0201_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0201_STAMPING: 42.644 1919
 DE0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0201
 DE0201  HISTORY     - Date     Condition        Report By
 DE0201  HISTORY     - 1919     MONUMENTED       USGS
 DE0201  HISTORY     - 1959     GOOD             NGS
 DE0201  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DE0201  HISTORY     - 20020911 MARK NOT FOUND   SCGS
 DE0201
 DE0201                          STATION DESCRIPTION
 DE0201
 DE0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DE0201'3.2 MI SE FROM RIDGEVILLE.
 DE0201'ABOUT 3.2 MILES SE ALONG THE SOUTHERN RAILWAY FROM THE STATION
 DE0201'AT RIDGEVILLE, ABOUT 16 YARDS NW OF THE LINE THRU THE 8TH
 DE0201'TELEPHONE POLE NW OF NO. 28 RAILROAD MILEPOST AND NORMAL TO THE
 DE0201'RAILROAD, ABOUT 30 YARDS S OF A CARLOAD OF CRUSHED STONE THAT
 DE0201'HAS BEEN DUMPED ON THE SW SIDE OF THE TRACKS TO ARREST EROSION
 DE0201'OF THE RAILROAD FILL, ABOUT 55 YARDS SE OF THE MOST N CORNER
 DE0201'OF A LARGE CULTIVATED FIELD WHICH ABOUT MARKS THE SE EDGE OF
 DE0201'CYPRESS SWAMP ON THE SW SIDE OF THE RAILROAD, ABOUT 60 YARDS NW OF
 DE0201'THE CREST OF A RIDGE, 79 FEET SW OF SW RAIL, ABOUT 4-1/2 FEET
 DE0201'HIGHER THAN TOP OF SAME, 42-1/2 FEET WSW OF THE 4-FEET-ABOVE-GROUND
 DE0201'FORK IN A 36-INCH HICKORY TREE, 19 FEET NE OF A FENCE, ABOUT 4 FEET
 DE0201'NE OF A SMALL TRIANGULAR MOUND OF EARTH, PROJECTING 0.8 FOOT
 DE0201'THO ONLY 0.3 FOOT ABOVE THE GENERAL LEVEL OF THE GROUND.
 DE0201
 DE0201                          STATION RECOVERY (1995)
 DE0201
 DE0201'RECOVERY NOTE BY US POWER SQUADRON 1995
 DE0201'MARK NOT FOUND.
 DE0201
 DE0201                          STATION RECOVERY (2002)
 DE0201
 DE0201'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE0201'NOT RECOVERED,  SEARCHED 30 MINUTES WITH NO RESULTS, POOR DESCRIPTION
 DE0201'AND
 DE0201'MEASUREMENTS, STATION MAY BE INTACT.
 DE0201'RECOVERY BY T. HALL.
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201' 
 DE0201'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3138 ***********************************************************************
 EC3138  DESIGNATION -  43 001
 EC3138  PID         -  EC3138
 EC3138  STATE/COUNTY-  SC/SUMTER
 EC3138  USGS QUAD   -  REMBERT (1953)
 EC3138
 EC3138                         *CURRENT SURVEY CONTROL
 EC3138  ___________________________________________________________________
 EC3138* NAD 83(1986)-  34 07 03.     (N)    080 32 20.     (W)     SCALED    
 EC3138* NAVD 88     -        66.502  (meters)     218.18   (feet)  ADJUSTED  
 EC3138  ___________________________________________________________________
 EC3138  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EC3138  DYNAMIC HT  -          66.435 (meters)     217.96  (feet)  COMP
 EC3138  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 EC3138
 EC3138  VERT ORDER  -  FIRST     CLASS II
 EC3138
 EC3138.The horizontal coordinates were scaled from a topographic map and have
 EC3138.an estimated accuracy of +/- 6 seconds.
 EC3138
 EC3138.The orthometric height was determined by differential leveling
 EC3138.and adjusted by the National Geodetic Survey in June 1994..
 EC3138
 EC3138.The geoid height was determined by GEOID03.
 EC3138
 EC3138.The dynamic height is computed by dividing the NAVD 88
 EC3138.geopotential number by the normal gravity value computed on the
 EC3138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3138.degrees latitude (g = 980.6199 gals.).
 EC3138
 EC3138.The modeled gravity was interpolated from observed gravity values.
 EC3138
 EC3138;                    North         East    Units  Estimated Accuracy
 EC3138;SPC SC       -   253,400.      652,130.      MT  (+/- 180 meters Scaled)
 EC3138
 EC3138                          SUPERSEDED SURVEY CONTROL
 EC3138
 EC3138.No superseded survey control is available for this station.
 EC3138
 EC3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT425752(NAD 83)
 EC3138_MARKER: DD = SURVEY DISK
 EC3138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3138_SP_SET: CONCRETE POST
 EC3138_STAMPING: 43 001 1993
 EC3138_MARK LOGO: SCGS  
 EC3138_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3138+STABILITY: SURFACE MOTION
 EC3138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3138+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 EC3138
 EC3138  HISTORY     - Date     Condition        Report By
 EC3138  HISTORY     - 1993     MONUMENTED       SCGS
 EC3138  HISTORY     - 19990420 GOOD             SCGS
 EC3138
 EC3138                          STATION DESCRIPTION
 EC3138
 EC3138'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3138'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTH OF REMBERT.
 EC3138'OWNERSHIP--SIDNEY TIDWELL, 6885 TD MCLEOD ROAD, REMBERT, SC 29128,
 EC3138'PHONE 803-432-9822. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EC3138'HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES
 EC3138'(7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521
 EC3138'FOR 5.3 MILES (8.5 KM) TO THE JUNCTION OF STATE ROAD 538 (TD MCLEOD
 EC3138'ROAD), TURN LEFT ON ROAD 538 FOR 0.5 MILE (0.8 KM) TO THE STATION ON
 EC3138'THE LEFT NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A SAND DRIVEWAY
 EC3138'LEADING TO THE SWIFT CREEK KENNEL. STATION IS A CONCRETE POST FLUSH
 EC3138'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE DRIVEWAY, 8.4 FEET
 EC3138'(2.6 M) NORTH OF THE SOUTHWEST CORNER POST OF A RAIL FENCE, 49.5 FEET
 EC3138'(15.1 M) NORTH OF THE CENTER OF THE ROAD, 20.4 FEET (6.2 M) EAST OF
 EC3138'THE CENTER OF A DRIVEWAY, 9.4 FEET (2.9 M) SOUTH SOUTHWEST OF THE
 EC3138'POWER POLE SM550 WITH TWO GUY WIRES, 45.5 FEET (13.9 M) NORTHEAST OF
 EC3138'THE WEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EC3138'DRIVEWAY, 76.1 FEET (23.2 M) WEST NORTHWEST OF A POWER POLE SM549
 EC3138'WITH TWO GUY WIRES, 2.2 FEET (0.7 M) WEST OF A WITNESS POST AT A RAIL
 EC3138'FENCE POST. DESCRIBED BY C.E. GEOGHEGAN.
 EC3138
 EC3138                          STATION RECOVERY (1999)
 EC3138
 EC3138'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3138'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH OF REMBERT, 17.7 MILES
 EC3138'(28.5 KM) NORTHWEST OF SUMTER.  OWNERSHIP--SIDNEY TIDWELL, 6885 TD
 EC3138'MCLEOD ROAD, REMBERT, SC 29128, PHONE 803-432-9822.  TO REACH THE
 EC3138'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 521 (SUMTER HIGHWAY) AND
 EC3138'STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO
 EC3138'SOUTH SOUTHEAST ON HIGHWAY 521 FOR 5.3 MILES (8.5 KM) TO THE JUNCTION
 EC3138'OF STATE ROAD 538 (TD MCLEOD ROAD) , TURN LEFT ON ROAD 538 FOR 0.5
 EC3138'MILE (0.8 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE
 EC3138'NORTHEAST ANGLE OF A SAND DRIVEWAY LEADING TO THE SWIFT CREEK KENNEL.
 EC3138'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT
 EC3138'(15.2 CM) ABOVE THE DRIVEWAY, 49.4 FEET (15.1 M) NORTH OF THE CENTER
 EC3138'OF THE ROAD, 18.7 FEET (5.7 M) EAST OF THE CENTER OF THE DRIVEWAY, 9.2
 EC3138'FEET (2.8 M) SOUTH SOUTHWEST OF A POWER POLE SM550 WITH TWO GUY WIRES,
 EC3138'45.4 FEET (13.8 M) NORTHEAST OF THE WEST END OF A 1.5-FOOT CONCRETE
 EC3138'PIPE CULVERT BENEATH THE DRIVEWAY, 8.3 FEET (2.5 M) NORTH OF THE
 EC3138'SOUTHWEST CORNER POST OF A RAIL FENCE, 2.0 FEET (0.6 M) WEST OF A
 EC3138'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3139 ***********************************************************************
 EC3139  DESIGNATION -  43 002
 EC3139  PID         -  EC3139
 EC3139  STATE/COUNTY-  SC/SUMTER
 EC3139  USGS QUAD   -  REMBERT (1953)
 EC3139
 EC3139                         *CURRENT SURVEY CONTROL
 EC3139  ___________________________________________________________________
 EC3139* NAD 83(1986)-  34 06 23.     (N)    080 32 35.     (W)     SCALED    
 EC3139* NAVD 88     -        59.236  (meters)     194.34   (feet)  ADJUSTED  
 EC3139  ___________________________________________________________________
 EC3139  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EC3139  DYNAMIC HT  -          59.177 (meters)     194.15  (feet)  COMP
 EC3139  MODELED GRAV-     979,632.8   (mgal)                       NAVD 88
 EC3139
 EC3139  VERT ORDER  -  FIRST     CLASS II
 EC3139
 EC3139.The horizontal coordinates were scaled from a topographic map and have
 EC3139.an estimated accuracy of +/- 6 seconds.
 EC3139
 EC3139.The orthometric height was determined by differential leveling
 EC3139.and adjusted by the National Geodetic Survey in June 1994..
 EC3139
 EC3139.The geoid height was determined by GEOID03.
 EC3139
 EC3139.The dynamic height is computed by dividing the NAVD 88
 EC3139.geopotential number by the normal gravity value computed on the
 EC3139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3139.degrees latitude (g = 980.6199 gals.).
 EC3139
 EC3139.The modeled gravity was interpolated from observed gravity values.
 EC3139
 EC3139;                    North         East    Units  Estimated Accuracy
 EC3139;SPC SC       -   252,170.      651,750.      MT  (+/- 180 meters Scaled)
 EC3139
 EC3139                          SUPERSEDED SURVEY CONTROL
 EC3139
 EC3139.No superseded survey control is available for this station.
 EC3139
 EC3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT421740(NAD 83)
 EC3139_MARKER: DD = SURVEY DISK
 EC3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3139_SP_SET: CONCRETE POST
 EC3139_STAMPING: 43 002 1993
 EC3139_MARK LOGO: SCGS  
 EC3139_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3139+STABILITY: SURFACE MOTION
 EC3139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3139+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 EC3139
 EC3139  HISTORY     - Date     Condition        Report By
 EC3139  HISTORY     - 1993     MONUMENTED       SCGS
 EC3139  HISTORY     - 19990420 GOOD             SCGS
 EC3139
 EC3139                          STATION DESCRIPTION
 EC3139
 EC3139'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3139'STATION IS LOCATED 0.75 MILE (1.21 KM) NORTHWEST OF REMBERT.
 EC3139'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3139'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3139'JUNCTION OF U.S. HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 EC3139'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON
 EC3139'HIGHWAY 521 FOR 5.3 MILES (8.5 KM) TO THE JUNCTION OF STATE ROAD 538
 EC3139'(TD MCLEOD ROAD), CONTINUE ON HIGHWAY 521 FOR 0.65 MILE (1.05 KM) TO
 EC3139'THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A CONCRETE POST
 EC3139'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 26.8
 EC3139'FEET (8.2 M) EAST OF THE CENTER OF THE HIGHWAY, 7.2 FEET (2.2 M) WEST
 EC3139'OF THE POWER POLE SBZ92, 58.5 FEET (17.8 M) NORTH OF THE NORTHEAST
 EC3139'CORNER OF THE EAST HEADWALL OF A BOX CULVERT BENEATH THE HIGHWAY,
 EC3139'44.8 FEET (13.7 M) NORTH NORTHWEST OF A TELEPHONE JUNCTION BOX, 6.5
 EC3139'FEET (2.0 M) WEST A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 EC3139
 EC3139                          STATION RECOVERY (1999)
 EC3139
 EC3139'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3139'STATION IS LOCATED 1.0 MILE (1.6 KM) NORTHWEST OF REMBERT, 17.3 MILES
 EC3139'(27.8 KM) NORTHWEST OF SUMTER.  OWNERSHIP--SCDOT, DIRECTOR OF
 EC3139'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EC3139'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3139'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 EC3139'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 5.3 MILES
 EC3139'(8.5 KM) TO THE JUNCTION OF STATE ROAD 538 (TD MCLEOD ROAD) , CONTINUE
 EC3139'ON HIGHWAY 521 FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE LEFT NEAR
 EC3139'A POWER POLE.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM)
 EC3139'AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 27.3 FEET (8.3 M) EAST OF
 EC3139'THE CENTER OF THE HIGHWAY, 6.9 FEET (2.1 M) WEST OF THE POWER POLE
 EC3139'SB292, 58.6 FEET (17.9 M) NORTH OF THE NORTHEAST CORNER OF THE EAST
 EC3139'HEADWALL OF A BOX CULVERT BENEATH THE HIGHWAY, 45.1 FEET (13.7 M)
 EC3139'NORTH NORTHWEST OF A TELEPHONE JUNCTION BOX SS, 6.3 FEET (1.9 M) WEST
 EC3139'OF A WITNESS POST.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3140 ***********************************************************************
 EC3140  DESIGNATION -  43 003
 EC3140  PID         -  EC3140
 EC3140  STATE/COUNTY-  SC/SUMTER
 EC3140  USGS QUAD   -  REMBERT (1953)
 EC3140
 EC3140                         *CURRENT SURVEY CONTROL
 EC3140  ___________________________________________________________________
 EC3140* NAD 83(2001)-  34 05 47.03368(N)    080 32 02.93082(W)     ADJUSTED  
 EC3140* NAVD 88     -        67.751  (meters)     222.28   (feet)  ADJUSTED  
 EC3140  ___________________________________________________________________
 EC3140  X           -     869,548.369 (meters)                     COMP
 EC3140  Y           -  -5,215,308.553 (meters)                     COMP
 EC3140  Z           -   3,555,326.584 (meters)                     COMP
 EC3140  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 EC3140  ELLIP HEIGHT-          36.24  (meters)          (03/13/03) GPS OBS
 EC3140  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EC3140  DYNAMIC HT  -          67.683 (meters)     222.06  (feet)  COMP
 EC3140  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 EC3140
 EC3140  HORZ ORDER  -  FIRST
 EC3140  VERT ORDER  -  FIRST     CLASS II
 EC3140  ELLP ORDER  -  FOURTH    CLASS II
 EC3140
 EC3140.The horizontal coordinates were established by GPS observations
 EC3140.and adjusted by the National Geodetic Survey in March 2003..
 EC3140
 EC3140.The orthometric height was determined by differential leveling
 EC3140.and adjusted by the National Geodetic Survey in June 1994..
 EC3140
 EC3140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3140
 EC3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3140
 EC3140.The ellipsoidal height was determined by GPS observations
 EC3140.and is referenced to NAD 83.
 EC3140
 EC3140.The geoid height was determined by GEOID03.
 EC3140
 EC3140.The dynamic height is computed by dividing the NAVD 88
 EC3140.geopotential number by the normal gravity value computed on the
 EC3140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3140.degrees latitude (g = 980.6199 gals.).
 EC3140
 EC3140.The modeled gravity was interpolated from observed gravity values.
 EC3140
 EC3140;                    North         East     Units Scale Factor Converg.
 EC3140;SPC SC       -   251,062.726   652,581.186   MT  0.99982135   +0 15 29.8
 EC3140;SPC SC       -   823,696.61  2,141,014.39   iFT  0.99982135   +0 15 29.8
 EC3140;UTM  17      - 3,772,942.441   542,971.993   MT  0.99962276   +0 15 40.2
 EC3140
 EC3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3140!SPC SC       -   0.99999431  x   0.99982135  =   0.99981566
 EC3140!UTM  17      -   0.99999431  x   0.99962276  =   0.99961707
 EC3140
 EC3140:                Primary Azimuth Mark                     Grid Az
 EC3140:SPC SC       -  24395 I                                  059 18 24.1
 EC3140:UTM  17      -  24395 I                                  059 18 13.7
 EC3140
 EC3140|---------------------------------------------------------------------|
 EC3140| PID    Reference Object                     Distance      Geod. Az  |
 EC3140|                                                           dddmmss.s |
 EC3140| AJ7068 24395 I                             405.678 METERS 0593353.9 |
 EC3140|---------------------------------------------------------------------|
 EC3140
 EC3140                          SUPERSEDED SURVEY CONTROL
 EC3140
 EC3140  NAD 83(1986)-  34 05 47.04522(N)    080 32 02.93001(W) AD(       ) 1
 EC3140  NAD 83(1995)-  34 05 47.03351(N)    080 32 02.93066(W) AD(       ) 1
 EC3140  ELLIP H (01/10/02)   36.24   (m)                       GP(       ) 4 1
 EC3140  NAVD 88 (01/10/02)   67.75   (m)          222.3    (f) LEVELING    3  
 EC3140
 EC3140.Superseded values are not recommended for survey control.
 EC3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3140.See file dsdata.txt to determine how the superseded data were derived.
 EC3140
 EC3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4297272942(NAD 83)
 EC3140_MARKER: DD = SURVEY DISK
 EC3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3140_SP_SET: CONCRETE POST
 EC3140_STAMPING: 43 003 1993
 EC3140_MARK LOGO: SCGS  
 EC3140_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3140+STABILITY: SURFACE MOTION
 EC3140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3140+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 EC3140
 EC3140  HISTORY     - Date     Condition        Report By
 EC3140  HISTORY     - 1993     MONUMENTED       SCGS
 EC3140  HISTORY     - 19990420 GOOD             SCGS
 EC3140
 EC3140                          STATION DESCRIPTION
 EC3140
 EC3140'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3140'STATION IS LOCATED IN REMBERT. OWNERSHIP--U.S. POST OFFICE, REMBERT,
 EC3140'SC 29128. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 521
 EC3140'(SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 EC3140'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 6.85 MILES
 EC3140'(11.02 KM) TO THE JUNCTION OF STATE ROAD 20 (PISGAH ROAD) AND THE
 EC3140'STATION NEAR A FLAG POLE IN FRONT OF THE REMBERT POST OFFICE IN THE
 EC3140'NORTH ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH
 EC3140'THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE SIDEWALK, 70.3 FEET
 EC3140'(21.4 M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 17.1 FEET (5.2 M)
 EC3140'SOUTHEAST OF THE FLAG POLE, 13.2 FEET (4.0 M) SOUTHWEST OF THE SOUTH
 EC3140'CORNER OF THE EXTENSION OF THE SOUTHEAST WALL OF THE POST OFFICE,
 EC3140'12.3 FEET (3.7 M) SOUTHEAST OF THE SOUTH CORNER OF THE SIDEWALK
 EC3140'AROUND THE FLAG POLE, 110.0 FEET (33.5 M) NORTH NORTHWEST OF THE
 EC3140'NORTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE FORK OF
 EC3140'ROAD 20, 70.7 FEET (21.5 M) EAST OF THE SOUTHEAST END OF A 1.5-FOOT
 EC3140'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY TO THE POST OFFICE.
 EC3140'DESCRIBED BY C.E. GEOGHEGAN.
 EC3140
 EC3140                          STATION RECOVERY (1999)
 EC3140
 EC3140'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3140'STATION IS LOCATED IN REMBERT, 16.5 MILES (26.6 KM) NORTHWEST OF
 EC3140'SUMTER.  OWNERSHIP--U.S.  POST OFFICE, REMBERT, SC 29218,
 EC3140'POSTMASTER-JUANITA BRITTON.  TO REACH THE STATION FROM THE JUNCTION OF
 EC3140'U.S.  HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES
 EC3140'(7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521
 EC3140'FOR 6.85 MILES (11.02 KM) TO THE STATION NEAR A FLAG POLE IN FRONT OF
 EC3140'THE REMBERT POST OFFICE IN THE NORTH ANGLE OF THE JUNCTION OF STATE
 EC3140'ROAD 20 (PISGAH ROAD) .  STATION IS CONCRETE POST RECESSED 0.1 FOOT
 EC3140'(3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE SIDEWALK, 69.6 FEET (21.2 M)
 EC3140'NORTHEAST OF THE CENTER OF THE HIGHWAY, 17.0 FEET (5.2 M) SOUTHEAST OF
 EC3140'THE FLAG POLE, 13.2 FEET (4.0 M) SOUTHWEST OF THE SOUTH CORNER OF THE
 EC3140'EXTENSION OF THE SOUTHEAST WALL OF THE POST OFFICE, 12.3 FEET (3.7 M)
 EC3140'SOUTHEAST OF THE SOUTH CORNER OF THE SIDEWALK AROUND THE FLAG POLE,
 EC3140'110.0 FEET (33.5 M) NORTH NORTHWEST OF THE NORTHWEST END OF A 1.5-FOOT
 EC3140'CONCRETE PIPE CULVERT BENEATH THE FORK OF ROAD 20, 70.8 FEET (21.6 M)
 EC3140'EAST OF THE SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 EC3140'THE DRIVEWAY TO THE POST OFFICE.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3141 ***********************************************************************
 EC3141  DESIGNATION -  43 004
 EC3141  PID         -  EC3141
 EC3141  STATE/COUNTY-  SC/SUMTER
 EC3141  USGS QUAD   -  REMBERT (1953)
 EC3141
 EC3141                         *CURRENT SURVEY CONTROL
 EC3141  ___________________________________________________________________
 EC3141* NAD 83(1986)-  34 05 29.     (N)    080 32 38.     (W)     SCALED    
 EC3141* NAVD 88     -        55.671  (meters)     182.65   (feet)  ADJUSTED  
 EC3141  ___________________________________________________________________
 EC3141  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EC3141  DYNAMIC HT  -          55.615 (meters)     182.46  (feet)  COMP
 EC3141  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 EC3141
 EC3141  VERT ORDER  -  FIRST     CLASS II
 EC3141
 EC3141.The horizontal coordinates were scaled from a topographic map and have
 EC3141.an estimated accuracy of +/- 6 seconds.
 EC3141
 EC3141.The orthometric height was determined by differential leveling
 EC3141.and adjusted by the National Geodetic Survey in June 1994..
 EC3141
 EC3141.The geoid height was determined by GEOID03.
 EC3141
 EC3141.The dynamic height is computed by dividing the NAVD 88
 EC3141.geopotential number by the normal gravity value computed on the
 EC3141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3141.degrees latitude (g = 980.6199 gals.).
 EC3141
 EC3141.The modeled gravity was interpolated from observed gravity values.
 EC3141
 EC3141;                    North         East    Units  Estimated Accuracy
 EC3141;SPC SC       -   250,500.      651,690.      MT  (+/- 180 meters Scaled)
 EC3141
 EC3141                          SUPERSEDED SURVEY CONTROL
 EC3141
 EC3141.No superseded survey control is available for this station.
 EC3141
 EC3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT420723(NAD 83)
 EC3141_MARKER: DD = SURVEY DISK
 EC3141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3141_SP_SET: CONCRETE POST
 EC3141_STAMPING: 43 004 1993
 EC3141_MARK LOGO: SCGS  
 EC3141_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3141+STABILITY: SURFACE MOTION
 EC3141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3141+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 EC3141
 EC3141  HISTORY     - Date     Condition        Report By
 EC3141  HISTORY     - 1993     MONUMENTED       SCGS
 EC3141  HISTORY     - 19990420 GOOD             SCGS
 EC3141
 EC3141                          STATION DESCRIPTION
 EC3141
 EC3141'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3141'STATION IS LOCATED 0.6 MILE (1.0 KM) SOUTHWEST OF REMBERT.
 EC3141'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3141'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3141'JUNCTION OF U.S. HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 EC3141'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON
 EC3141'HIGHWAY 521 FOR 6.7 MILES (10.8 KM) TO THE JUNCTION OF STATE ROAD 37
 EC3141'(HORATIO-HAGOOD ROAD), TURN RIGHT ON ROAD 37 FOR 0.6 MILE (1.0 KM) TO
 EC3141'THE STATION ON THE RIGHT NEAR A POWER POLE IN THE WEST ANGLE OF A
 EC3141'FIELD ROAD WITH A CHAIN LINK FENCE GATE ACROSS IT. STATION IS A
 EC3141'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 26.3
 EC3141'FEET (8.0 M) WEST NORTHWEST OF THE CENTER OF ROAD 37, 16.4 FEET
 EC3141'(5.0 M) SOUTH SOUTHWEST OF THE CENTER OF THE PAVED APRON OF THE FIELD
 EC3141'ROAD, 15.3 FEET (4.7 M) NORTH NORTHEAST OF THE POWER POLE JV91/27
 EC3141'WITH TWO GUY WIRES, 11.2 FEET (3.4 M) SOUTH OF THE SOUTHWEST GATE
 EC3141'POST, 5.1 FEET (1.6 M) WEST SOUTHWEST OF A LEANING 0.3-FOOT IRON PIPE
 EC3141'PROJECTING 0.8 FOOT, 4.3 FEET (1.3 M) WEST NORTHWEST OF A WITNESS
 EC3141'POST. DESCRIBED BY C.E. GEOGHEGAN.
 EC3141
 EC3141                          STATION RECOVERY (1999)
 EC3141
 EC3141'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3141'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTHWEST OF REMBERT, 16.6 MILES
 EC3141'(26.7 KM) NORTHWEST OF SUMTER.  OWNERSHIP--SCDOT, DIRECTOR OF
 EC3141'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EC3141'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3141'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 EC3141'SOUTHEAST OF CAMDEN, GO SOUTH SOUTHEAST ON HIGHWAY 521 FOR 6.7 MILES
 EC3141'(10.8 KM) TO THE JUNCTION OF STATE ROAD 37 (HORATIO-HAGOOD ROAD) ,
 EC3141'TURN RIGHT ON ROAD 37 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE
 EC3141'RIGHT NEAR A POWER POLE IN THE WEST ANGLE OF A FIELD ACCESS ROAD.
 EC3141'STATION IS CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH THE
 EC3141'ROAD, 26.3 FEET (8.0 M) NORTHWEST OF THE CENTER OF THE ROAD, 14.6 FEET
 EC3141'(4.5 M) NORTHEAST OF THE POWER POLE JV91BT/27 WITH TWO GUY WIRES, 5.1
 EC3141'FEET (1.6 M) WEST SOUTHWEST OF A LEANING 0.3-FOOT IRON PIPE PROJECTING
 EC3141'0.8-FOOT, 15.0 FEET (4.6 M) SOUTHWEST OF THE CENTER OF THE PAVED APRON
 EC3141'OF THE FIELD ROAD, 4.5 FEET (1.4 M) NORTHWEST OF A WITNESS POST.
 EC3141'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3142 ***********************************************************************
 EC3142  DESIGNATION -  43 005
 EC3142  PID         -  EC3142
 EC3142  STATE/COUNTY-  SC/SUMTER
 EC3142  USGS QUAD   -  REMBERT (1953)
 EC3142
 EC3142                         *CURRENT SURVEY CONTROL
 EC3142  ___________________________________________________________________
 EC3142* NAD 83(2001)-  34 04 51.58857(N)    080 33 49.29095(W)     ADJUSTED  
 EC3142* NAVD 88     -        52.408  (meters)     171.94   (feet)  ADJUSTED  
 EC3142  ___________________________________________________________________
 EC3142  X           -     867,013.893 (meters)                     COMP
 EC3142  Y           -  -5,216,688.282 (meters)                     COMP
 EC3142  Z           -   3,553,903.155 (meters)                     COMP
 EC3142  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 EC3142  ELLIP HEIGHT-          20.92  (meters)          (03/13/03) GPS OBS
 EC3142  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EC3142  DYNAMIC HT  -          52.355 (meters)     171.77  (feet)  COMP
 EC3142  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 EC3142
 EC3142  HORZ ORDER  -  FIRST
 EC3142  VERT ORDER  -  FIRST     CLASS II
 EC3142  ELLP ORDER  -  FOURTH    CLASS II
 EC3142
 EC3142.The horizontal coordinates were established by GPS observations
 EC3142.and adjusted by the National Geodetic Survey in March 2003..
 EC3142
 EC3142.The orthometric height was determined by differential leveling
 EC3142.and adjusted by the National Geodetic Survey in June 1994..
 EC3142
 EC3142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC3142
 EC3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC3142
 EC3142.The ellipsoidal height was determined by GPS observations
 EC3142.and is referenced to NAD 83.
 EC3142
 EC3142.The geoid height was determined by GEOID03.
 EC3142
 EC3142.The dynamic height is computed by dividing the NAVD 88
 EC3142.geopotential number by the normal gravity value computed on the
 EC3142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3142.degrees latitude (g = 980.6199 gals.).
 EC3142
 EC3142.The modeled gravity was interpolated from observed gravity values.
 EC3142
 EC3142;                    North         East     Units Scale Factor Converg.
 EC3142;SPC SC       -   249,342.763   649,862.537   MT  0.99981938   +0 14 30.8
 EC3142;SPC SC       -   818,053.68  2,132,094.94   iFT  0.99981938   +0 14 30.8
 EC3142;UTM  17      - 3,771,222.691   540,253.968   MT  0.99961997   +0 14 40.2
 EC3142
 EC3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC3142!SPC SC       -   0.99999672  x   0.99981938  =   0.99981610
 EC3142!UTM  17      -   0.99999672  x   0.99961997  =   0.99961669
 EC3142
 EC3142                          SUPERSEDED SURVEY CONTROL
 EC3142
 EC3142  NAD 83(1986)-  34 04 51.60051(N)    080 33 49.29066(W) AD(       ) 1
 EC3142  NAD 83(1995)-  34 04 51.58847(N)    080 33 49.29089(W) AD(       ) 1
 EC3142  ELLIP H (01/10/02)   20.93   (m)                       GP(       ) 4 1
 EC3142  NAVD 88 (01/10/02)   52.41   (m)          171.9    (f) LEVELING    3  
 EC3142
 EC3142.Superseded values are not recommended for survey control.
 EC3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC3142.See file dsdata.txt to determine how the superseded data were derived.
 EC3142
 EC3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT4025471223(NAD 83)
 EC3142_MARKER: DD = SURVEY DISK
 EC3142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3142_SP_SET: CONCRETE POST
 EC3142_STAMPING: 43 005 1993
 EC3142_MARK LOGO: SCGS  
 EC3142_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3142+STABILITY: SURFACE MOTION
 EC3142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3142+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 EC3142
 EC3142  HISTORY     - Date     Condition        Report By
 EC3142  HISTORY     - 1993     MONUMENTED       SCGS
 EC3142  HISTORY     - 19990420 GOOD             SCGS
 EC3142
 EC3142                          STATION DESCRIPTION
 EC3142
 EC3142'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3142'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTHWEST OF REMBERT.
 EC3142'OWNERSHIP--SANDRA R. BROWN, P.O. BOX 84, HAGOOD ROAD, REMBERT, SC
 EC3142'29128, PHONE 803-432-7812. TO REACH THE STATION FROM THE JUNCTION OF
 EC3142'U.S. HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES
 EC3142'(7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH ON HIGHWAY 261 FOR 7.9
 EC3142'MILES (12.7 KM) TO THE JUNCTION OF STATE ROAD 37 (HORATIO-HAGOOD
 EC3142'ROAD), TURN RIGHT ON ROAD 37 FOR 0.05 MILE (0.08 KM) TO THE STATION
 EC3142'ON THE RIGHT NEAR A FIBER OPTICS CABLE SERVICE BOX. STATION IS A
 EC3142'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 EC3142'ROAD, 78.4 FEET (23.9 M) NORTH NORTHEAST OF A POWER POLE JW53, 52.0
 EC3142'FEET (15.8 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 14.5 FEET
 EC3142'(4.4 M) NORTH NORTHWEST OF THE CENTER OF A SAND ROAD (OSBORNE ROAD),
 EC3142'14.0 FEET (4.3 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EC3142'CONCRETE PAD FOR THE SERVICE BOX, 20.7 FEET (6.3 M) EAST NORTHEAST OF
 EC3142'A 0.2-FOOT IRON PIPE (PROPERTY CORNER) PROJECTING 2.0 FEET, 59.4 FEET
 EC3142'(18.1 M) WEST SOUTHWEST OF A POWER POLE JW48 WITH A GUY WIRE, 20.6
 EC3142'FEET (6.3 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED BY C.E.
 EC3142'GEOGHEGAN.
 EC3142
 EC3142                          STATION RECOVERY (1999)
 EC3142
 EC3142'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3142'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTHWEST OF REMBERT, 17.0 MILES
 EC3142'(27.4 KM) NORTHWEST OF SUMTER.  OWNERSHIP--SANDRA R.  BROWN, P.O. BOX
 EC3142'84, HAGOOD ROAD, REMBERT, SC 29128, PHONE 803-432-7812.  TO REACH THE
 EC3142'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 521 (SUMTER HIGHWAY) AND
 EC3142'STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO
 EC3142'SOUTH ON HIGHWAY 261 FOR 7.9 MILES (12.7 KM) TO THE JUNCTION OF STATE
 EC3142'ROAD 37 (HORATIO-HAGOOD ROAD) , TURN RIGHT ON ROAD 37 FOR 0.05 MILE
 EC3142'(0.08 KM) TO THE STATION ON THE RIGHT NEAR A FIBER OPTIC CABLE SERVICE
 EC3142'BOX.  STATION IS CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6
 EC3142'M) BELOW THE ROAD, 51.8 FEET (15.8 M) NORTHWEST OF THE CENTER OF THE
 EC3142'ROAD, 16.1 FEET (4.9 M) NORTH OF THE CENTER OF A SAND ROAD (OSBORNE
 EC3142'ROAD) , 14.0 FEET (4.3 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF
 EC3142'THE CONCRETE PAD FOR THE SERVICE BOX, 20.7 FEET (6.3 M) EAST NORTHEAST
 EC3142'OF A 0.2-FOOT IRON PIPE (PROPERTY CORNER) , 59.6 FEET (18.2 M) WEST
 EC3142'SOUTHWEST OF POWER POLE JW48BT WITH A GUY WIRE AND SECURITY LIGHT,
 EC3142'20.5 FEET (6.2 M) EAST NORTHEAST OF A WITNESS POST.  RECOVERED BY J.B.
 EC3142'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3143 ***********************************************************************
 EC3143  DESIGNATION -  43 006
 EC3143  PID         -  EC3143
 EC3143  STATE/COUNTY-  SC/SUMTER
 EC3143  USGS QUAD   -  REMBERT (1953)
 EC3143
 EC3143                         *CURRENT SURVEY CONTROL
 EC3143  ___________________________________________________________________
 EC3143* NAD 83(1986)-  34 04 14.     (N)    080 33 59.     (W)     SCALED    
 EC3143* NAVD 88     -        47.513  (meters)     155.88   (feet)  ADJUSTED  
 EC3143  ___________________________________________________________________
 EC3143  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EC3143  DYNAMIC HT  -          47.465 (meters)     155.72  (feet)  COMP
 EC3143  MODELED GRAV-     979,628.0   (mgal)                       NAVD 88
 EC3143
 EC3143  VERT ORDER  -  FIRST     CLASS II
 EC3143
 EC3143.The horizontal coordinates were scaled from a topographic map and have
 EC3143.an estimated accuracy of +/- 6 seconds.
 EC3143
 EC3143.The orthometric height was determined by differential leveling
 EC3143.and adjusted by the National Geodetic Survey in June 1994..
 EC3143
 EC3143.The geoid height was determined by GEOID03.
 EC3143
 EC3143.The dynamic height is computed by dividing the NAVD 88
 EC3143.geopotential number by the normal gravity value computed on the
 EC3143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3143.degrees latitude (g = 980.6199 gals.).
 EC3143
 EC3143.The modeled gravity was interpolated from observed gravity values.
 EC3143
 EC3143;                    North         East    Units  Estimated Accuracy
 EC3143;SPC SC       -   248,180.      649,620.      MT  (+/- 180 meters Scaled)
 EC3143
 EC3143                          SUPERSEDED SURVEY CONTROL
 EC3143
 EC3143.No superseded survey control is available for this station.
 EC3143
 EC3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT400700(NAD 83)
 EC3143_MARKER: DD = SURVEY DISK
 EC3143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3143_SP_SET: CONCRETE POST
 EC3143_STAMPING: 43 006 1993
 EC3143_MARK LOGO: SCGS  
 EC3143_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3143+STABILITY: SURFACE MOTION
 EC3143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3143+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 EC3143
 EC3143  HISTORY     - Date     Condition        Report By
 EC3143  HISTORY     - 1993     MONUMENTED       SCGS
 EC3143  HISTORY     - 19990420 GOOD             SCGS
 EC3143
 EC3143                          STATION DESCRIPTION
 EC3143
 EC3143'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3143'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTHWEST OF REMBERT.
 EC3143'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3143'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3143'JUNCTION OF U.S. HIGHWAY 521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261,
 EC3143'4.7 MILES (7.6 KM) SOUTH SOUTHEAST OF CAMDEN, GO SOUTH ON HIGHWAY 261
 EC3143'FOR 7.9 MILES (12.7 KM) TO THE JUNCTION OF STATE ROAD 37
 EC3143'(HORATIO-HAGOOD ROAD), TURN RIGHT ON ROAD 37 FOR 0.8 MILE (1.3 KM) TO
 EC3143'THE STATION ON THE LEFT NEAR A POWER LINE STUB POLE IN THE SOUTHEAST
 EC3143'ANGLE OF A SAND ROAD LEFT (TB WRIGHT ROAD). STATION IS A CONCRETE
 EC3143'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD,
 EC3143'23.5 FEET (7.2 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 44.0 FEET
 EC3143'(13.4 M) SOUTH SOUTHEAST OF THE EXTENDED CENTER OF TB WRIGHT ROAD,
 EC3143'8.7 FEET (2.7 M) SOUTH OF THE POWER LINE STUB POLE JW87 WITH A GUY
 EC3143'WIRE, 68.7 FEET (20.9 M) SOUTH SOUTHWEST OF A STOP SIGN POST, 55.2
 EC3143'FEET (16.8 M) EAST OF A POWER POLE JW86, 8.9 FEET (2.7 M) SOUTH OF A
 EC3143'WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 EC3143
 EC3143                          STATION RECOVERY (1999)
 EC3143
 EC3143'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 EC3143'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTHWEST OF REMBERT, 16.7 MILES
 EC3143'(26.9 KM) NORTHWEST OF SUMTER OWNERSHIP--SCDOT, DIRECTOR OF
 EC3143'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EC3143'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EC3143'521 (SUMTER HIGHWAY) AND STATE HIGHWAY 261, 4.7 MILES (7.6 KM) SOUTH
 EC3143'SOUTHEAST OF CAMDEN, GO SOUTH ON HIGHWAY 261 FOR 7.9 MILES (12.7 KM)
 EC3143'TO THE JUNCTION OF STATE ROAD 37 (HORATIO-HAGOOD ROAD) , TURN RIGHT ON
 EC3143'ROAD 37 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE LEFT NEAR A POWER
 EC3143'LINE STUB POLE IN THE SOUTHEAST ANGLE OF A SAND ROAD LEFT (TB WRIGHT
 EC3143'ROAD) .  STATION IS CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5
 EC3143'FOOT (15.2 CM) BELOW THE ROAD, 23.9 FEET (7.3 M) EAST SOUTHEAST OF THE
 EC3143'CENTER OF THE ROAD, 8.7 FEET (2.7 M) SOUTH OF A POWER LINE STUB POLE
 EC3143'JW87BTW WITH A GUY WIRE, 68.5 FEET (20.9 M) SOUTH SOUTHWEST OF A STOP
 EC3143'SIGN POST, 55.4 FEET (16.9 M) EAST OF A POWER POLE JW86BT, 9.0 FEET
 EC3143'(2.7 M) SOUTH OF A WITNESS POST. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3144 ***********************************************************************
 EC3144  DESIGNATION -  43 007
 EC3144  PID         -  EC3144
 EC3144  STATE/COUNTY-  SC/SUMTER
 EC3144  USGS QUAD   -  REMBERT (1953)
 EC3144
 EC3144                         *CURRENT SURVEY CONTROL
 EC3144  ___________________________________________________________________
 EC3144* NAD 83(1986)-  34 03 34.     (N)    080 33 32.     (W)     SCALED    
 EC3144* NAVD 88     -        50.677  (meters)     166.26   (feet)  ADJUSTED  
 EC3144  ___________________________________________________________________
 EC3144  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 EC3144  DYNAMIC HT  -          50.625 (meters)     166.09  (feet)  COMP
 EC3144  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 EC3144
 EC3144  VERT ORDER  -  FIRST     CLASS II
 EC3144
 EC3144.The horizontal coordinates were scaled from a topographic map and have
 EC3144.an estimated accuracy of +/- 6 seconds.
 EC3144
 EC3144.The orthometric height was determined by differential leveling
 EC3144.and adjusted by the National Geodetic Survey in June 1994..
 EC3144
 EC3144.The geoid height was determined by GEOID03.
 EC3144
 EC3144.The dynamic height is computed by dividing the NAVD 88
 EC3144.geopotential number by the normal gravity value computed on the
 EC3144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3144.degrees latitude (g = 980.6199 gals.).
 EC3144
 EC3144.The modeled gravity was interpolated from observed gravity values.
 EC3144
 EC3144;                    North         East    Units  Estimated Accuracy
 EC3144;SPC SC       -   246,950.      650,320.      MT  (+/- 180 meters Scaled)
 EC3144
 EC3144                          SUPERSEDED SURVEY CONTROL
 EC3144
 EC3144.No superseded survey control is available for this station.
 EC3144
 EC3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT407688(NAD 83)
 EC3144_MARKER: DD = SURVEY DISK
 EC3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3144_SP_SET: CONCRETE POST
 EC3144_STAMPING: 43 007 1993
 EC3144_MARK LOGO: SCGS  
 EC3144_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3144+STABILITY: SURFACE MOTION
 EC3144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3144+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3144
 EC3144  HISTORY     - Date     Condition        Report By
 EC3144  HISTORY     - 1993     MONUMENTED       SCGS
 EC3144
 EC3144                          STATION DESCRIPTION
 EC3144
 EC3144'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3144'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTHWEST OF REMBERT.
 EC3144'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EC3144'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EC3144'JUNCTION OF U.S. HIGHWAYS 76, 378 AND STATE HIGHWAY 261, 3.6 MILES
 EC3144'(5.8 KM) NORTH OF WEDGEFIELD, GO NORTHWEST ON HIGHWAY 261 FOR 8.45
 EC3144'MILES (13.60 KM) TO THE JUNCTION OF STATE ROAD 515 (FRANCES POOLE
 EC3144'ROAD), TURN LEFT ON ROAD 515 FOR 0.7 MILE (1.1 KM) TO THE STATION ON
 EC3144'THE RIGHT NEAR A POWER POLE IN THE NORTH ANGLE OF A FIELD ACCESS ROAD
 EC3144'WITH A CABLE ACROSS IT. STATION IS A CONCRETE POST FLUSH WITH THE
 EC3144'GROUND AND LEVEL WITH THE ROAD, 28.0 FEET (8.5 M) NORTHEAST OF THE
 EC3144'CENTER OF THE ROAD, 12.5 FEET (3.8 M) WEST OF THE POWER POLE SM721
 EC3144'WITH TWO GUY WIRES, 24.5 FEET (7.5 M) NORTHWEST OF THE NORTHWEST END
 EC3144'OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ACCESS ROAD, 25.6
 EC3144'FEET (7.8 M) SOUTHEAST OF A 1.5-FOOT PINE TREE WITH A SCGS REFERENCE
 EC3144'WASHER ATTACHED, 20.3 FEET (6.2 M) NORTHWEST OF THE NORTHWEST POST
 EC3144'SUPPORTING THE CABLE, 7.3 FEET (2.2 M) SOUTHWEST OF A WITNESS POST.
 EC3144'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3145 ***********************************************************************
 EC3145  DESIGNATION -  43 008
 EC3145  PID         -  EC3145
 EC3145  STATE/COUNTY-  SC/SUMTER
 EC3145  USGS QUAD   -  REMBERT (1953)
 EC3145
 EC3145                         *CURRENT SURVEY CONTROL
 EC3145  ___________________________________________________________________
 EC3145* NAD 83(1986)-  34 03 17.     (N)    080 32 45.     (W)     SCALED    
 EC3145* NAVD 88     -        50.359  (meters)     165.22   (feet)  ADJUSTED  
 EC3145  ___________________________________________________________________
 EC3145  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 EC3145  DYNAMIC HT  -          50.308 (meters)     165.05  (feet)  COMP
 EC3145  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 EC3145
 EC3145  VERT ORDER  -  FIRST     CLASS II
 EC3145
 EC3145.The horizontal coordinates were scaled from a topographic map and have
 EC3145.an estimated accuracy of +/- 6 seconds.
 EC3145
 EC3145.The orthometric height was determined by differential leveling
 EC3145.and adjusted by the National Geodetic Survey in June 1994..
 EC3145
 EC3145.The geoid height was determined by GEOID03.
 EC3145
 EC3145.The dynamic height is computed by dividing the NAVD 88
 EC3145.geopotential number by the normal gravity value computed on the
 EC3145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3145.degrees latitude (g = 980.6199 gals.).
 EC3145
 EC3145.The modeled gravity was interpolated from observed gravity values.
 EC3145
 EC3145;                    North         East    Units  Estimated Accuracy
 EC3145;SPC SC       -   246,440.      651,520.      MT  (+/- 180 meters Scaled)
 EC3145
 EC3145                          SUPERSEDED SURVEY CONTROL
 EC3145
 EC3145.No superseded survey control is available for this station.
 EC3145
 EC3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT419683(NAD 83)
 EC3145_MARKER: DD = SURVEY DISK
 EC3145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3145_SP_SET: CONCRETE POST
 EC3145_STAMPING: 43 008 1993
 EC3145_MARK LOGO: SCGS  
 EC3145_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3145+STABILITY: SURFACE MOTION
 EC3145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3145+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3145
 EC3145  HISTORY     - Date     Condition        Report By
 EC3145  HISTORY     - 1993     MONUMENTED       SCGS
 EC3145
 EC3145                          STATION DESCRIPTION
 EC3145
 EC3145'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3145'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTH OF REMBERT.
 EC3145'OWNERSHIP--MARION MCLESTER, 4025 HIGHWAY 261 NORTH, REMBERT, SC
 EC3145'29128, PHONE 803-432-1234. TO REACH THE STATION FROM THE JUNCTION OF
 EC3145'U.S. HIGHWAYS 76, 378 AND STATE HIGHWAY 261, 3.6 MILES (5.8 KM) NORTH
 EC3145'OF WEDGEFIELD, GO NORTHWEST ON HIGHWAY 261 FOR 7.8 MILES (12.6 KM) TO
 EC3145'THE JUNCTION OF STATE ROAD 460 (ELLERBE MILL ROAD), CONTINUE ON
 EC3145'HIGHWAY 261 FOR 0.2 MILE (0.3 KM) TO A PAVED HORSESHOE DRIVEWAY RIGHT
 EC3145'LEADING TO A BRICK HOUSE, TURN RIGHT ON THE 1ST DRIVEWAY FOR 0.05
 EC3145'MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR THE WEST CORNER OF
 EC3145'THE HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 EC3145'WITH THE DRIVEWAY, 16.2 FEET (4.9 M) NORTH NORTHEAST OF THE CENTER OF
 EC3145'THE DRIVEWAY, 9.9 FEET (3.0 M) NORTHWEST OF THE WEST CORNER OF THE
 EC3145'HOUSE, 69.1 FEET (21.1 M) SOUTHWEST OF A POWER POLE WITH A
 EC3145'TRANSFORMER AND A GUY WIRE, 82.2 FEET (25.1 M) EAST SOUTHEAST OF THE
 EC3145'EAST CORNER OF A SHINGLE-TOPPED COVER FOR A WATER WELL, 40.8 FEET
 EC3145'(12.4 M) NORTHEAST OF A 1.2-FOOT MAGNOLIA TREE. DESCRIBED BY C.E.
 EC3145'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3146 ***********************************************************************
 EC3146  DESIGNATION -  43 009
 EC3146  PID         -  EC3146
 EC3146  STATE/COUNTY-  SC/SUMTER
 EC3146  USGS QUAD   -  REMBERT (1953)
 EC3146
 EC3146                         *CURRENT SURVEY CONTROL
 EC3146  ___________________________________________________________________
 EC3146* NAD 83(1986)-  34 02 51.     (N)    080 32 22.     (W)     SCALED    
 EC3146* NAVD 88     -        43.133  (meters)     141.51   (feet)  ADJUSTED  
 EC3146  ___________________________________________________________________
 EC3146  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 EC3146  DYNAMIC HT  -          43.090 (meters)     141.37  (feet)  COMP
 EC3146  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 EC3146
 EC3146  VERT ORDER  -  FIRST     CLASS II
 EC3146
 EC3146.The horizontal coordinates were scaled from a topographic map and have
 EC3146.an estimated accuracy of +/- 6 seconds.
 EC3146
 EC3146.The orthometric height was determined by differential leveling
 EC3146.and adjusted by the National Geodetic Survey in June 1994..
 EC3146
 EC3146.The geoid height was determined by GEOID03.
 EC3146
 EC3146.The dynamic height is computed by dividing the NAVD 88
 EC3146.geopotential number by the normal gravity value computed on the
 EC3146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3146.degrees latitude (g = 980.6199 gals.).
 EC3146
 EC3146.The modeled gravity was interpolated from observed gravity values.
 EC3146
 EC3146;                    North         East    Units  Estimated Accuracy
 EC3146;SPC SC       -   245,640.      652,120.      MT  (+/- 180 meters Scaled)
 EC3146
 EC3146                          SUPERSEDED SURVEY CONTROL
 EC3146
 EC3146.No superseded survey control is available for this station.
 EC3146
 EC3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT425675(NAD 83)
 EC3146_MARKER: DD = SURVEY DISK
 EC3146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3146_SP_SET: CONCRETE POST
 EC3146_STAMPING: 43 009 1993
 EC3146_MARK LOGO: SCGS  
 EC3146_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3146+STABILITY: SURFACE MOTION
 EC3146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3146+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3146
 EC3146  HISTORY     - Date     Condition        Report By
 EC3146  HISTORY     - 1993     MONUMENTED       SCGS
 EC3146  HISTORY     - 19980825 MARK NOT FOUND   SCGS
 EC3146
 EC3146                          STATION DESCRIPTION
 EC3146
 EC3146'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3146'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTH OF REMBERT, 10.9 MILES
 EC3146'(17.5 KM) NORTH OF WEDGEFIELD. OWNERSHIP--RAFTING CREEK MISSIONARY
 EC3146'BAPTIST CHURCH, ROUTE 2, BOX 192, HIGHWAY 261 NORTH, REMBERT, SC
 EC3146'29128, PHONE 803-432-5411. TO REACH THE STATION FROM THE JUNCTION OF
 EC3146'U.S. HIGHWAYS 76, 378 AND STATE HIGHWAY 261, 3.6 MILES (5.8 KM) NORTH
 EC3146'OF WEDGEFIELD, GO NORTHWEST ON HIGHWAY 261 FOR 4.55 MILES (7.32 KM)
 EC3146'TO THE JUNCTION OF STATE ROAD 76 (DINKINS MILL ROAD), CONTINUE ON
 EC3146'HIGHWAY 261 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT NEAR THE
 EC3146'NORTH CORNER OF THE RAFTING CREEK MISSIONARY BAPTIST CHURCH, 0.4 MILE
 EC3146'(0.6 KM) SOUTHEAST OF THE JUNCTION OF STATE ROAD 460 (ELLERBE MILL
 EC3146'ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET
 EC3146'(0.6 M) ABOVE THE HIGHWAY, 66.5 FEET (20.3 M) SOUTHWEST OF THE CENTER
 EC3146'OF THE HIGHWAY, 3.5 FEET (1.1 M) NORTH OF THE NORTH CORNER OF THE
 EC3146'CHURCH, 27.6 FEET (8.4 M) WEST SOUTHWEST OF THE WEST CORNER OF A
 EC3146'BRICK STRUCTURE WITH A BELL, 59.1 FEET (18.0 M) SOUTH OF A POWER POLE
 EC3146'WITH TWO GUY WIRES AND A SECURITY LIGHT, 50.4 FEET (15.4 M) SOUTH
 EC3146'SOUTHWEST OF THE SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 EC3146'BENEATH THE NORTHWEST DRIVEWAY TO THE CHURCH. DESCRIBED BY C.E.
 EC3146'GEOGHEGAN.
 EC3146
 EC3146                          STATION RECOVERY (1998)
 EC3146
 EC3146'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 EC3146'NOT RECOVERED, STATION MEASUREMENTS LED TO AN NEWLY CONSTRUCTED
 EC3146'HANDICAP ACCESS SIDEWALK, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3147 ***********************************************************************
 EC3147  DESIGNATION -  43 010
 EC3147  PID         -  EC3147
 EC3147  STATE/COUNTY-  SC/SUMTER
 EC3147  USGS QUAD   -  REMBERT (1953)
 EC3147
 EC3147                         *CURRENT SURVEY CONTROL
 EC3147  ___________________________________________________________________
 EC3147* NAD 83(1986)-  34 01 49.     (N)    080 32 16.     (W)     SCALED    
 EC3147* NAVD 88     -        52.907  (meters)     173.58   (feet)  ADJUSTED  
 EC3147  ___________________________________________________________________
 EC3147  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EC3147  DYNAMIC HT  -          52.853 (meters)     173.40  (feet)  COMP
 EC3147  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 EC3147
 EC3147  VERT ORDER  -  FIRST     CLASS II
 EC3147
 EC3147.The horizontal coordinates were scaled from a topographic map and have
 EC3147.an estimated accuracy of +/- 6 seconds.
 EC3147
 EC3147.The orthometric height was determined by differential leveling
 EC3147.and adjusted by the National Geodetic Survey in June 1994..
 EC3147
 EC3147.The geoid height was determined by GEOID03.
 EC3147
 EC3147.The dynamic height is computed by dividing the NAVD 88
 EC3147.geopotential number by the normal gravity value computed on the
 EC3147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3147.degrees latitude (g = 980.6199 gals.).
 EC3147
 EC3147.The modeled gravity was interpolated from observed gravity values.
 EC3147
 EC3147;                    North         East    Units  Estimated Accuracy
 EC3147;SPC SC       -   243,730.      652,280.      MT  (+/- 180 meters Scaled)
 EC3147
 EC3147                          SUPERSEDED SURVEY CONTROL
 EC3147
 EC3147.No superseded survey control is available for this station.
 EC3147
 EC3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT426656(NAD 83)
 EC3147_MARKER: DD = SURVEY DISK
 EC3147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3147_SP_SET: CONCRETE POST
 EC3147_STAMPING: 43 010 1993
 EC3147_MARK LOGO: SCGS  
 EC3147_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3147+STABILITY: SURFACE MOTION
 EC3147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC3147+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3147
 EC3147  HISTORY     - Date     Condition        Report By
 EC3147  HISTORY     - 1993     MONUMENTED       SCGS
 EC3147
 EC3147                          STATION DESCRIPTION
 EC3147
 EC3147'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3147'STATION IS LOCATED 4.7 MILES (7.6 KM) SOUTH OF REMBERT, 9.5 MILES
 EC3147'(15.3 KM) NORTH OF WEDGEFIELD. OWNERSHIP--UNKNOWN. TO REACH THE
 EC3147'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 378 AND STATE HIGHWAY
 EC3147'261, 3.6 MILES (5.8 KM) NORTH OF WEDGEFIELD, GO NORTHWEST ON HIGHWAY
 EC3147'261 FOR 6.0 MILES (9.7 KM) TO THE JUNCTION OF STATE ROAD 709 (MOODY
 EC3147'ROAD), CONTINUE ON HIGHWAY 261 FOR 0.15 MILE (0.24 KM) TO THE STATION
 EC3147'ON THE LEFT NEAR THE NORTHEAST CORNER (NORTH GATEPOST OF THE NORTH
 EC3147'GATE) OF A CHAIN LINK FENCE SURROUNDING AN ELECTRICAL SUBSTATION.
 EC3147'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT
 EC3147'(15.2 CM) ABOVE THE HIGHWAY, 44.0 FEET (13.4 M) WEST NORTHWEST OF THE
 EC3147'CENTER OF THE HIGHWAY, 6.2 FEET (1.9 M) NORTHEAST OF THE GATE POST,
 EC3147'13.4 FEET (4.1 M) SOUTH OF THE WEST ONE OF THREE HIGH-TENSION LINE
 EC3147'POLES WITH FOURTEEN GUY WIRES, 14.1 FEET (4.3 M) WEST SOUTHWEST OF
 EC3147'THE EAST ONE OF THREE HIGH-TENSION LINE POLES, 21.0 FEET (6.4 M) WEST
 EC3147'OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 EC3147'NORTHERN ENTRANCE DRIVE TO THE SUBSTATION, 8.5 FEET (2.6 M) SOUTHEAST
 EC3147'OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3148 ***********************************************************************
 EC3148  DESIGNATION -  43 011
 EC3148  PID         -  EC3148
 EC3148  STATE/COUNTY-  SC/SUMTER
 EC3148  USGS QUAD   -  REMBERT (1953)
 EC3148
 EC3148                         *CURRENT SURVEY CONTROL
 EC3148  ___________________________________________________________________
 EC3148* NAD 83(1986)-  34 00 36.     (N)    080 32 28.     (W)     SCALED    
 EC3148* NAVD 88     -        52.115  (meters)     170.98   (feet)  ADJUSTED  
 EC3148  ___________________________________________________________________
 EC3148  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EC3148  DYNAMIC HT  -          52.061 (meters)     170.80  (feet)  COMP
 EC3148  MODELED GRAV-     979,616.1   (mgal)                       NAVD 88
 EC3148
 EC3148  VERT ORDER  -  FIRST     CLASS II
 EC3148
 EC3148.The horizontal coordinates were scaled from a topographic map and have
 EC3148.an estimated accuracy of +/- 6 seconds.
 EC3148
 EC3148.The orthometric height was determined by differential leveling
 EC3148.and adjusted by the National Geodetic Survey in June 1994..
 EC3148
 EC3148.The geoid height was determined by GEOID03.
 EC3148
 EC3148.The dynamic height is computed by dividing the NAVD 88
 EC3148.geopotential number by the normal gravity value computed on the
 EC3148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3148.degrees latitude (g = 980.6199 gals.).
 EC3148
 EC3148.The modeled gravity was interpolated from observed gravity values.
 EC3148
 EC3148;                    North         East    Units  Estimated Accuracy
 EC3148;SPC SC       -   241,480.      651,980.      MT  (+/- 180 meters Scaled)
 EC3148
 EC3148                          SUPERSEDED SURVEY CONTROL
 EC3148
 EC3148.No superseded survey control is available for this station.
 EC3148
 EC3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT423633(NAD 83)
 EC3148_MARKER: DD = SURVEY DISK
 EC3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3148_SP_SET: CONCRETE POST
 EC3148_STAMPING: 43 011 1993
 EC3148_MARK LOGO: SCGS  
 EC3148_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3148+STABILITY: SURFACE MOTION
 EC3148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3148+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3148
 EC3148  HISTORY     - Date     Condition        Report By
 EC3148  HISTORY     - 1993     MONUMENTED       SCGS
 EC3148
 EC3148                          STATION DESCRIPTION
 EC3148
 EC3148'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3148'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTH OF REMBERT, 8.2 MILES
 EC3148'(13.2 KM) NORTH OF WEDGEFIELD. OWNERSHIP--LOUISE BOLDEN, ROUTE 2, BOX
 EC3148'85, DALZELL, SC 29040, PHONE 803-499-4644. TO REACH THE STATION FROM
 EC3148'THE JUNCTION OF U.S. HIGHWAYS 76, 378 AND STATE HIGHWAY 261, 3.6
 EC3148'MILES (5.8 KM) NORTH OF WEDGEFIELD, GO NORTHWEST ON HIGHWAY 261 FOR
 EC3148'4.25 MILES (6.84 KM) TO THE JUNCTION OF STATE ROAD 37 (HAGOOD-HORATIO
 EC3148'ROAD), CONTINUE ON HIGHWAY 261 FOR 0.5 MILE (0.8 KM) TO THE STATION
 EC3148'ON THE LEFT NEAR A SECURITY LIGHT POLE IN THE SIDE YARD OF A BRICK
 EC3148'HOUSE SURROUNDED BY A CHAIN LINK FENCE. STATION IS A CONCRETE POST
 EC3148'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 152.0
 EC3148'FEET (46.3 M) WEST OF THE CENTER OF THE HIGHWAY, 10.2 FEET (3.1 M)
 EC3148'EAST OF THE LIGHT POLE WITH A SCGS REFERENCE WASHER ATTACHED, 37.7
 EC3148'FEET (11.5 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 EC3148'31.5 FEET (9.6 M) WEST OF A POWER POLE 16E2/16/B WITH FOUR GUY WIRES
 EC3148'AND A TRANSFORMER, 25.4 FEET (7.7 M) NORTH OF THE FENCE. DESCRIBED BY
 EC3148'C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3395 ***********************************************************************
 DE3395  DESIGNATION -  43 012
 DE3395  PID         -  DE3395
 DE3395  STATE/COUNTY-  SC/SUMTER
 DE3395  USGS QUAD   -  WEDGEFIELD (1982)
 DE3395
 DE3395                         *CURRENT SURVEY CONTROL
 DE3395  ___________________________________________________________________
 DE3395* NAD 83(1986)-  33 59 59.     (N)    080 32 28.     (W)     SCALED    
 DE3395* NAVD 88     -        58.597  (meters)     192.25   (feet)  ADJUSTED  
 DE3395  ___________________________________________________________________
 DE3395  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DE3395  DYNAMIC HT  -          58.538 (meters)     192.05  (feet)  COMP
 DE3395  MODELED GRAV-     979,615.2   (mgal)                       NAVD 88
 DE3395
 DE3395  VERT ORDER  -  FIRST     CLASS II
 DE3395
 DE3395.The horizontal coordinates were scaled from a topographic map and have
 DE3395.an estimated accuracy of +/- 6 seconds.
 DE3395
 DE3395.The orthometric height was determined by differential leveling
 DE3395.and adjusted by the National Geodetic Survey in June 1994..
 DE3395
 DE3395.The geoid height was determined by GEOID03.
 DE3395
 DE3395.The dynamic height is computed by dividing the NAVD 88
 DE3395.geopotential number by the normal gravity value computed on the
 DE3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3395.degrees latitude (g = 980.6199 gals.).
 DE3395
 DE3395.The modeled gravity was interpolated from observed gravity values.
 DE3395
 DE3395;                    North         East    Units  Estimated Accuracy
 DE3395;SPC SC       -   240,340.      651,990.      MT  (+/- 180 meters Scaled)
 DE3395
 DE3395                          SUPERSEDED SURVEY CONTROL
 DE3395
 DE3395.No superseded survey control is available for this station.
 DE3395
 DE3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT423622(NAD 83)
 DE3395_MARKER: DD = SURVEY DISK
 DE3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3395_SP_SET: CONCRETE POST
 DE3395_STAMPING: 43 012 1993
 DE3395_MARK LOGO: SCGS  
 DE3395_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3395+STABILITY: SURFACE MOTION
 DE3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3395+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3395
 DE3395  HISTORY     - Date     Condition        Report By
 DE3395  HISTORY     - 1993     MONUMENTED       SCGS
 DE3395
 DE3395                          STATION DESCRIPTION
 DE3395
 DE3395'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3395'STATION IS LOCATED 6.7 MILES (10.8 KM) SOUTH OF REMBERT, 7.5 MILES
 DE3395'(12.1 KM) NORTH OF WEDGEFIELD. OWNERSHIP--BYRON K. KING, 2140 HIGHWAY
 DE3395'261 NORTH, DALZELL, SC 29040, PHONE 803-499-2002. TO REACH THE
 DE3395'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 378 AND STATE HIGHWAY
 DE3395'261, 3.6 MILES (5.8 KM) NORTH OF WEDGEFIELD, GO NORTHWEST ON HIGHWAY
 DE3395'261 FOR 3.15 MILES (5.07 KM) TO THE JUNCTION OF STATE ROAD 807
 DE3395'(SCALES ROAD), CONTINUE ON HIGHWAY 261 FOR 0.85 MILE (1.37 KM) TO THE
 DE3395'STATION ON THE LEFT NEAR A POWER POLE IN THE SIDE YARD OF A LARGE TWO
 DE3395'STORY WOOD-SIDED HOUSE, 0.1 MILE (0.2 KM) SOUTH OF THE JUNCTION OF
 DE3395'STATE ROAD 37. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DE3395'1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 151.0 FEET (46.0 M) WEST OF THE
 DE3395'CENTER OF THE HIGHWAY, 18.4 FEET (5.6 M) EAST OF THE POWER POLE GC68
 DE3395'WITH A SECURITY LIGHT AND A GUY WIRE, 61.5 FEET (18.7 M) SOUTH OF THE
 DE3395'SOUTHEAST CORNER OF THE HOUSE, 31.8 FEET (9.7 M) EAST OF THE
 DE3395'SOUTHEAST CORNER OF A WOOD-SIDED STORAGE BUILDING, 94.9 FEET
 DE3395'(28.9 M) NORTHWEST OF A POWER POLE 441/GC67 WITH 4 GUY WIRES AND A
 DE3395'TRANSFORMER. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3396 ***********************************************************************
 DE3396  DESIGNATION -  43 013
 DE3396  PID         -  DE3396
 DE3396  STATE/COUNTY-  SC/SUMTER
 DE3396  USGS QUAD   -  WEDGEFIELD (1982)
 DE3396
 DE3396                         *CURRENT SURVEY CONTROL
 DE3396  ___________________________________________________________________
 DE3396* NAD 83(1986)-  33 58 27.     (N)    080 32 25.     (W)     SCALED    
 DE3396* NAVD 88     -        49.779  (meters)     163.32   (feet)  ADJUSTED  
 DE3396  ___________________________________________________________________
 DE3396  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 DE3396  DYNAMIC HT  -          49.728 (meters)     163.15  (feet)  COMP
 DE3396  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 DE3396
 DE3396  VERT ORDER  -  FIRST     CLASS II
 DE3396
 DE3396.The horizontal coordinates were scaled from a topographic map and have
 DE3396.an estimated accuracy of +/- 6 seconds.
 DE3396
 DE3396.The orthometric height was determined by differential leveling
 DE3396.and adjusted by the National Geodetic Survey in June 1994..
 DE3396
 DE3396.The geoid height was determined by GEOID03.
 DE3396
 DE3396.The dynamic height is computed by dividing the NAVD 88
 DE3396.geopotential number by the normal gravity value computed on the
 DE3396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3396.degrees latitude (g = 980.6199 gals.).
 DE3396
 DE3396.The modeled gravity was interpolated from observed gravity values.
 DE3396
 DE3396;                    North         East    Units  Estimated Accuracy
 DE3396;SPC SC       -   237,510.      652,080.      MT  (+/- 180 meters Scaled)
 DE3396
 DE3396                          SUPERSEDED SURVEY CONTROL
 DE3396
 DE3396.No superseded survey control is available for this station.
 DE3396
 DE3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT424593(NAD 83)
 DE3396_MARKER: DD = SURVEY DISK
 DE3396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3396_SP_SET: CONCRETE POST
 DE3396_STAMPING: 43 013 1993
 DE3396_MARK LOGO: SCGS  
 DE3396_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3396+STABILITY: SURFACE MOTION
 DE3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3396+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3396
 DE3396  HISTORY     - Date     Condition        Report By
 DE3396  HISTORY     - 1993     MONUMENTED       SCGS
 DE3396
 DE3396                          STATION DESCRIPTION
 DE3396
 DE3396'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3396'STATION IS LOCATED 5.8 MILES (9.3 KM) NORTH OF WEDGEFIELD, 8.4 MILES
 DE3396'(13.5 KM) SOUTH OF REMBERT. OWNERSHIP--SCDOT, DIRECTOR OF
 DE3396'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3396'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE3396'76, 378 AND STATE HIGHWAY 261, 3.6 MILES (5.8 KM) NORTH OF
 DE3396'WEDGEFIELD, GO NORTHWEST ON HIGHWAY 261 FOR 2.1 MILES (3.4 KM) TO THE
 DE3396'JUNCTION OF STATE ROAD 28 (RACCOON ROAD), CONTINUE ON HIGHWAY 261 FOR
 DE3396'0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTHWEST
 DE3396'CORNER OF A CHAIN LINK FENCE SURROUNDING TWO LARGE SERVICE BOXES FOR
 DE3396'BURIED TELEPHONE LINES. STATION IS A CONCRETE POST FLUSH WITH THE
 DE3396'GROUND AND LEVEL WITH THE HIGHWAY, 58.7 FEET (17.9 M) EAST OF THE
 DE3396'CENTER OF THE HIGHWAY, 3.4 FEET (1.0 M) SOUTH OF THE SOUTHWEST CORNER
 DE3396'OF THE FENCE, 21.8 FEET (6.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DE3396'A 6-FOOT BY 10-FOOT METAL PLATFORM FOR THE LARGER SERVICE BOX, 64.4
 DE3396'FEET (19.6 M) SOUTH SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND
 DE3396'A SCGS REFERENCE WASHER ATTACHED, 150.9 FEET (46.0 M) NORTH NORTHEAST
 DE3396'OF A POWER POLE WITH A GUY WIRE AND A SCGS REFERENCE WASHER ATTACHED,
 DE3396'3.8 FEET (1.2 M) SOUTH SOUTHWEST OF A WITNESS POST AT THE FENCE LINE.
 DE3396'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3397 ***********************************************************************
 DE3397  DESIGNATION -  43 014
 DE3397  PID         -  DE3397
 DE3397  STATE/COUNTY-  SC/SUMTER
 DE3397  USGS QUAD   -  WEDGEFIELD (1982)
 DE3397
 DE3397                         *CURRENT SURVEY CONTROL
 DE3397  ___________________________________________________________________
 DE3397* NAD 83(1986)-  33 57 26.     (N)    080 32 09.     (W)     SCALED    
 DE3397* NAVD 88     -        93.387  (meters)     306.39   (feet)  ADJUSTED  
 DE3397  ___________________________________________________________________
 DE3397  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DE3397  DYNAMIC HT  -          93.291 (meters)     306.07  (feet)  COMP
 DE3397  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 DE3397
 DE3397  VERT ORDER  -  FIRST     CLASS II
 DE3397
 DE3397.The horizontal coordinates were scaled from a topographic map and have
 DE3397.an estimated accuracy of +/- 6 seconds.
 DE3397
 DE3397.The orthometric height was determined by differential leveling
 DE3397.and adjusted by the National Geodetic Survey in June 1994..
 DE3397
 DE3397.The geoid height was determined by GEOID03.
 DE3397
 DE3397.The dynamic height is computed by dividing the NAVD 88
 DE3397.geopotential number by the normal gravity value computed on the
 DE3397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3397.degrees latitude (g = 980.6199 gals.).
 DE3397
 DE3397.The modeled gravity was interpolated from observed gravity values.
 DE3397
 DE3397;                    North         East    Units  Estimated Accuracy
 DE3397;SPC SC       -   235,630.      652,500.      MT  (+/- 180 meters Scaled)
 DE3397
 DE3397                          SUPERSEDED SURVEY CONTROL
 DE3397
 DE3397.No superseded survey control is available for this station.
 DE3397
 DE3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT428575(NAD 83)
 DE3397_MARKER: DD = SURVEY DISK
 DE3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3397_SP_SET: CONCRETE POST
 DE3397_STAMPING: 43 014 1993
 DE3397_MARK LOGO: SCGS  
 DE3397_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3397+STABILITY: SURFACE MOTION
 DE3397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3397+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3397
 DE3397  HISTORY     - Date     Condition        Report By
 DE3397  HISTORY     - 1993     MONUMENTED       SCGS
 DE3397
 DE3397                          STATION DESCRIPTION
 DE3397
 DE3397'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3397'STATION IS LOCATED 4.6 MILES (7.4 KM) NORTH OF WEDGEFIELD, 9.5 MILES
 DE3397'(15.3 KM) SOUTH OF REMBERT. OWNERSHIP--GRAINGER MCKOY, 490 HIGHWAY
 DE3397'261 NORTH, SUMTER, SC 29154, PHONE 803-494-9330. TO REACH THE STATION
 DE3397'FROM THE JUNCTION OF U.S. HIGHWAYS 76, 378 AND STATE HIGHWAY 261, 3.6
 DE3397'MILES (5.8 KM) NORTH OF WEDGEFIELD, GO NORTHWEST ON HIGHWAY 261 FOR
 DE3397'1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 39 (GARNERS FERRY
 DE3397'ROAD)AND A GRAVEL DRIVEWAY LEFT LEADING TO A TWO STORY WOOD-SIDED
 DE3397'HOUSE NUMBER 490, TURN LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM)
 DE3397'TO A FORK (DRIVEWAY CIRCLES BACK), BEAR RIGHT ON THE DRIVEWAY FOR 0.05
 DE3397'MILE (0.08 KM) TO THE STATION ON THE LEFT IN THE GRASSY ISLAND FORMED
 DE3397'BY THE DRIVEWAY, DIRECTLY IN FRONT OF THE FRONT DOOR OF THE HOUSE.
 DE3397'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE3397'DRIVEWAY, 16.5 FEET (5.0 M) EAST NORTHEAST OF THE WEST EDGE OF THE
 DE3397'BRICK BORDER ALONG THE EAST SIDE OF THE DRIVEWAY, 61.7 FEET (18.8 M)
 DE3397'NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 62.0 FEET (18.9 M)
 DE3397'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 12.6 FEET (3.8 M) SOUTH
 DE3397'SOUTHEAST OF A 2.0-FOOT LIVE OAK TREE, 11.4 FEET (3.5 M) WEST
 DE3397'SOUTHWEST OF A SPRINKLER HEAD. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3398 ***********************************************************************
 DE3398  DESIGNATION -  43 015
 DE3398  PID         -  DE3398
 DE3398  STATE/COUNTY-  SC/SUMTER
 DE3398  USGS QUAD   -  WEDGEFIELD (1982)
 DE3398
 DE3398                         *CURRENT SURVEY CONTROL
 DE3398  ___________________________________________________________________
 DE3398* NAD 83(1986)-  33 57 26.     (N)    080 33 02.     (W)     SCALED    
 DE3398* NAVD 88     -        43.263  (meters)     141.94   (feet)  ADJUSTED  
 DE3398  ___________________________________________________________________
 DE3398  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 DE3398  DYNAMIC HT  -          43.218 (meters)     141.79  (feet)  COMP
 DE3398  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 DE3398
 DE3398  VERT ORDER  -  FIRST     CLASS II
 DE3398
 DE3398.The horizontal coordinates were scaled from a topographic map and have
 DE3398.an estimated accuracy of +/- 6 seconds.
 DE3398
 DE3398.The orthometric height was determined by differential leveling
 DE3398.and adjusted by the National Geodetic Survey in June 1994..
 DE3398
 DE3398.The geoid height was determined by GEOID03.
 DE3398
 DE3398.The dynamic height is computed by dividing the NAVD 88
 DE3398.geopotential number by the normal gravity value computed on the
 DE3398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3398.degrees latitude (g = 980.6199 gals.).
 DE3398
 DE3398.The modeled gravity was interpolated from observed gravity values.
 DE3398
 DE3398;                    North         East    Units  Estimated Accuracy
 DE3398;SPC SC       -   235,620.      651,130.      MT  (+/- 180 meters Scaled)
 DE3398
 DE3398                          SUPERSEDED SURVEY CONTROL
 DE3398
 DE3398.No superseded survey control is available for this station.
 DE3398
 DE3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT415575(NAD 83)
 DE3398_MARKER: DD = SURVEY DISK
 DE3398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3398_SP_SET: CONCRETE POST
 DE3398_STAMPING: 43 015 1993
 DE3398_MARK LOGO: SCGS  
 DE3398_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3398+STABILITY: SURFACE MOTION
 DE3398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3398+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3398
 DE3398  HISTORY     - Date     Condition        Report By
 DE3398  HISTORY     - 1993     MONUMENTED       SCGS
 DE3398
 DE3398                          STATION DESCRIPTION
 DE3398
 DE3398'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3398'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTH NORTHWEST OF WEDGEFIELD,
 DE3398'9.6 MILES (15.4 KM) SOUTH OF REMBERT. OWNERSHIP--SCDOT, DIRECTOR OF
 DE3398'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3398'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE3398'76, 378 AND STATE HIGHWAY 261, 3.6 MILES (5.8 KM) NORTH OF
 DE3398'WEDGEFIELD, GO NORTHWEST ON HIGHWAY 261 FOR 1.05 MILES (1.69 KM) TO
 DE3398'THE JUNCTION OF STATE ROAD 39 (GARNERS FERRY ROAD), BEAR LEFT ON ROAD
 DE3398'39 FOR 0.95 MILE (1.53 KM) TO THE STATION ON THE RIGHT NEAR A POWER
 DE3398'POLE IN THE NORTHEAST ANGLE OF A SAND DRIVEWAY LEADING TO A SMALL
 DE3398'CONCRETE BLOCK HOUSE, 0.3 MILE (0.5 KM) EAST OF THE JUNCTION OF STATE
 DE3398'ROAD 346 (CLAREMONT ROAD). STATION IS A CONCRETE POST FLUSH WITH THE
 DE3398'GROUND AND LEVEL WITH THE DRIVEWAY, 108.8 FEET (33.2 M) NORTH OF THE
 DE3398'CENTER OF THE ROAD, 9.3 FEET (2.8 M) EAST OF THE CENTER OF THE
 DE3398'DRIVEWAY, 9.2 FEET (2.8 M) SOUTH OF THE POWER POLE 16E/135 WITH TWO
 DE3398'GUY WIRES, 75.0 FEET (22.9 M) NORTH OF A TELEPHONE JUNCTION BOX
 DE3398'SUPPORT POST NUMBER 9127/64/9227/73, 84.5 FEET (25.8 M) NORTH OF THE
 DE3398'EAST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY,
 DE3398'6.6 FEET (2.0 M) NORTH OF A WITNESS POST. DESCRIBED BY C.E.
 DE3398'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3392 ***********************************************************************
 DE3392  DESIGNATION -  43 016
 DE3392  PID         -  DE3392
 DE3392  STATE/COUNTY-  SC/SUMTER
 DE3392  USGS QUAD   -  SUMTER EAST (1982)
 DE3392
 DE3392                         *CURRENT SURVEY CONTROL
 DE3392  ___________________________________________________________________
 DE3392* NAD 83(1986)-  33 54 57.     (N)    080 19 58.     (W)     SCALED    
 DE3392* NAVD 88     -        44.706  (meters)     146.67   (feet)  ADJUSTED  
 DE3392  ___________________________________________________________________
 DE3392  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DE3392  DYNAMIC HT  -          44.660 (meters)     146.52  (feet)  COMP
 DE3392  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 DE3392
 DE3392  VERT ORDER  -  FIRST     CLASS II
 DE3392
 DE3392.The horizontal coordinates were scaled from a topographic map and have
 DE3392.an estimated accuracy of +/- 6 seconds.
 DE3392
 DE3392.The orthometric height was determined by differential leveling
 DE3392.and adjusted by the National Geodetic Survey in June 1994..
 DE3392
 DE3392.The geoid height was determined by GEOID03.
 DE3392
 DE3392.The dynamic height is computed by dividing the NAVD 88
 DE3392.geopotential number by the normal gravity value computed on the
 DE3392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3392.degrees latitude (g = 980.6199 gals.).
 DE3392
 DE3392.The modeled gravity was interpolated from observed gravity values.
 DE3392
 DE3392;                    North         East    Units  Estimated Accuracy
 DE3392;SPC SC       -   231,140.      671,290.      MT  (+/- 180 meters Scaled)
 DE3392
 DE3392                          SUPERSEDED SURVEY CONTROL
 DE3392
 DE3392.No superseded survey control is available for this station.
 DE3392
 DE3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT616530(NAD 83)
 DE3392_MARKER: DD = SURVEY DISK
 DE3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3392_SP_SET: CONCRETE POST
 DE3392_STAMPING: 43 016 1993
 DE3392_MARK LOGO: SCGS  
 DE3392_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3392+STABILITY: SURFACE MOTION
 DE3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3392+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3392
 DE3392  HISTORY     - Date     Condition        Report By
 DE3392  HISTORY     - 1993     MONUMENTED       SCGS
 DE3392
 DE3392                          STATION DESCRIPTION
 DE3392
 DE3392'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3392'STATION IS LOCATED IN SUMTER. OWNERSHIP--SCDOT, DIRECTOR OF
 DE3392'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3392'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE3392'15, 76 AND STATE HIGHWAY 763 (NORTH LAFAYETTE BOULEVARD AND EAST
 DE3392'LIBERTY STREET)IN SUMTER, GO EAST ON HIGHWAYS 76 AND 763 FOR 0.1 MILE
 DE3392'(0.2 KM) TO THE JUNCTION OF STATE ROAD 83 (BROOKLYN STREET), TURN
 DE3392'RIGHT ON ROAD 83 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE
 DE3392'ROAD 114 (HAUSER STREET), TURN RIGHT ON ROAD 114 FOR 0.1 MILE
 DE3392'(0.2 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE AND A CHAIN
 DE3392'LINK FENCE IN THE SOUTHWEST ANGLE OF A CONCRETE DRIVEWAY LEADING INTO
 DE3392'A LUMBER YARD. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DE3392'2.0 FEET (0.6 M) BELOW THE ROAD, 13.5 FEET (4.1 M) NORTH OF THE FENCE
 DE3392'LINE, 17.5 FEET (5.3 M) SOUTH OF THE CENTER OF THE ROAD, 1.5 FEET
 DE3392'(0.5 M) SOUTH OF THE POWER POLE SM051/210 WITH 4 GUY WIRES AND TWO
 DE3392'TRANSFORMERS, 64.4 FEET (19.6 M) SOUTH OF THE SOUTHEAST CORNER OF A
 DE3392'METAL BUILDING WITH A BRICK ENTRANCE (SOUTH CAROLINA ELECTRIC AND
 DE3392'GAS), 89.5 FEET (27.3 M) WEST OF THE CENTER OF THE DRIVEWAY, 53.5
 DE3392'FEET (16.3 M) WEST OF THE NORTHEAST CORNER OF THE FENCE ON THE WEST
 DE3392'SIDE OF THE DRIVEWAY, 11.0 FEET (3.4 M) NORTH OF A WITNESS POST.
 DE3392'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3391 ***********************************************************************
 DE3391  DESIGNATION -  43 017
 DE3391  PID         -  DE3391
 DE3391  STATE/COUNTY-  SC/SUMTER
 DE3391  USGS QUAD   -  SUMTER EAST (1982)
 DE3391
 DE3391                         *CURRENT SURVEY CONTROL
 DE3391  ___________________________________________________________________
 DE3391* NAD 83(1986)-  33 55 48.     (N)    080 20 30.     (W)     SCALED    
 DE3391* NAVD 88     -        51.835  (meters)     170.06   (feet)  ADJUSTED  
 DE3391  ___________________________________________________________________
 DE3391  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DE3391  DYNAMIC HT  -          51.783 (meters)     169.89  (feet)  COMP
 DE3391  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 DE3391
 DE3391  VERT ORDER  -  FIRST     CLASS II
 DE3391
 DE3391.The horizontal coordinates were scaled from a topographic map and have
 DE3391.an estimated accuracy of +/- 6 seconds.
 DE3391
 DE3391.The orthometric height was determined by differential leveling
 DE3391.and adjusted by the National Geodetic Survey in June 1994..
 DE3391
 DE3391.The geoid height was determined by GEOID03.
 DE3391
 DE3391.The dynamic height is computed by dividing the NAVD 88
 DE3391.geopotential number by the normal gravity value computed on the
 DE3391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3391.degrees latitude (g = 980.6199 gals.).
 DE3391
 DE3391.The modeled gravity was interpolated from observed gravity values.
 DE3391
 DE3391;                    North         East    Units  Estimated Accuracy
 DE3391;SPC SC       -   232,710.      670,460.      MT  (+/- 180 meters Scaled)
 DE3391
 DE3391                          SUPERSEDED SURVEY CONTROL
 DE3391
 DE3391.No superseded survey control is available for this station.
 DE3391
 DE3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT608545(NAD 83)
 DE3391_MARKER: DD = SURVEY DISK
 DE3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3391_SP_SET: CONCRETE POST
 DE3391_STAMPING: 43 017 1993
 DE3391_MARK LOGO: SCGS  
 DE3391_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3391+STABILITY: SURFACE MOTION
 DE3391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3391+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3391
 DE3391  HISTORY     - Date     Condition        Report By
 DE3391  HISTORY     - 1993     MONUMENTED       SCGS
 DE3391
 DE3391                          STATION DESCRIPTION
 DE3391
 DE3391'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3391'STATION IS LOCATED IN SUMTER. OWNERSHIP--YOUNGS FOOD STORES,
 DE3391'INCORPORATED, P.O. BOX 1000, SUMTER, SC 29151-1000, PHONE
 DE3391'803-775-5337. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3391'15 (LAFAYETTE BOULEVARD) AND 401 (EAST CALHOUN STREET) IN SUMTER, GO
 DE3391'WEST ON HIGHWAY 401 FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE
 DE3391'ROAD 5 (NORTH MAIN STREET), TURN RIGHT ON ROAD 5 FOR 0.4 MILE
 DE3391'(0.6 KM) TO THE JUNCTION OF STATE ROAD 67 (CHARLOTTE AVENUE) AND THE
 DE3391'STATION NEAR THE NORTHWEST CORNER OF A BRICK OFFICE BUILDING IN THE
 DE3391'NORTHEAST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH
 DE3391'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE ROAD 67, 73.4 FEET
 DE3391'(22.4 M) EAST SOUTHEAST OF A FIRE HYDRANT, 30.4 FEET (9.3 M) SOUTH OF
 DE3391'THE NORTH EDGE OF THE CURB OF ROAD 67, 89.0 FEET (27.1 M) EAST OF THE
 DE3391'WEST EDGE OF THE CURB OF ROAD 5, 12.9 FEET (3.9 M) NORTH OF THE
 DE3391'NORTHWEST CORNER OF THE BUILDING, 20.0 FEET (6.1 M) WEST OF THE
 DE3391'NORTHWEST CORNER OF A BRICK WALL, 3.8 FEET (1.2 M) EAST OF THE EAST
 DE3391'EDGE OF A SIDEWALK. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3389 ***********************************************************************
 DE3389  DESIGNATION -  43 018
 DE3389  PID         -  DE3389
 DE3389  STATE/COUNTY-  SC/SUMTER
 DE3389  USGS QUAD   -  SUMTER EAST (1982)
 DE3389
 DE3389                         *CURRENT SURVEY CONTROL
 DE3389  ___________________________________________________________________
 DE3389* NAD 83(1986)-  33 56 06.     (N)    080 20 18.     (W)     SCALED    
 DE3389* NAVD 88     -        49.519  (meters)     162.46   (feet)  ADJUSTED  
 DE3389  ___________________________________________________________________
 DE3389  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DE3389  DYNAMIC HT  -          49.468 (meters)     162.30  (feet)  COMP
 DE3389  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 DE3389
 DE3389  VERT ORDER  -  FIRST     CLASS II
 DE3389
 DE3389.The horizontal coordinates were scaled from a topographic map and have
 DE3389.an estimated accuracy of +/- 6 seconds.
 DE3389
 DE3389.The orthometric height was determined by differential leveling
 DE3389.and adjusted by the National Geodetic Survey in June 1994..
 DE3389
 DE3389.The geoid height was determined by GEOID03.
 DE3389
 DE3389.The dynamic height is computed by dividing the NAVD 88
 DE3389.geopotential number by the normal gravity value computed on the
 DE3389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3389.degrees latitude (g = 980.6199 gals.).
 DE3389
 DE3389.The modeled gravity was interpolated from observed gravity values.
 DE3389
 DE3389;                    North         East    Units  Estimated Accuracy
 DE3389;SPC SC       -   233,260.      670,760.      MT  (+/- 180 meters Scaled)
 DE3389
 DE3389                          SUPERSEDED SURVEY CONTROL
 DE3389
 DE3389.No superseded survey control is available for this station.
 DE3389
 DE3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT611551(NAD 83)
 DE3389_MARKER: DD = SURVEY DISK
 DE3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3389_SP_SET: CONCRETE POST
 DE3389_STAMPING: 43 018 1993
 DE3389_MARK LOGO: SCGS  
 DE3389_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3389+STABILITY: SURFACE MOTION
 DE3389
 DE3389  HISTORY     - Date     Condition        Report By
 DE3389  HISTORY     - 1993     MONUMENTED       SCGS
 DE3389
 DE3389                          STATION DESCRIPTION
 DE3389
 DE3389'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3389'STATION IS LOCATED IN SUMTER. OWNERSHIP--KENNETH FRENCH, 121 POINSETT
 DE3389'DRIVE, SUMTER, SC 29150, PHONE 803-775-1587. TO REACH THE STATION
 DE3389'FROM THE JUNCTION OF U.S. HIGHWAY 15 (LAFAYETTE BOULEVARD) AND 401
 DE3389'(EAST CALHOUN STREET) IN SUMTER, GO NORTH ON HIGHWAY 15 FOR 0.75 MILE
 DE3389'(1.21 KM) TO THE JUNCTION OF STATE ROAD 232 (POINSETT DRIVE) AND THE
 DE3389'STATION NEAR THE SOUTHWEST CORNER OF A BRICK HOUSE NUMBER 121 IN THE
 DE3389'NORTHWEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH
 DE3389'WITH THE GROUND, 82.6 FEET (25.2 M) WEST SOUTHWEST OF THE EAST EDGE
 DE3389'OF THE CURB OF THE HIGHWAY, 69.0 FEET (21.0 M) NORTH NORTHWEST OF THE
 DE3389'SOUTH EDGE OF THE CURB OF THE ROAD, 11.8 FEET (3.6 M) WEST SOUTHWEST
 DE3389'OF THE SOUTHWEST CORNER OF THE HOUSE, 94.2 FEET (28.7 M) WEST
 DE3389'NORTHWEST OF A POWER POLE SKA97 WITH TWO GUY WIRES AND A STREET
 DE3389'LIGHT, 22.3 FEET (6.8 M) EAST OF THE SOUTHEAST CORNER OF THE BRICK
 DE3389'FOUNDATION FOR AN ENCLOSED PORCH ON A MASONITE-SIDED HOUSE, 16.7 FEET
 DE3389'(5.1 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD FOR
 DE3389'A CENTRAL AIR CONDITIONING UNIT. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3388 ***********************************************************************
 DE3388  DESIGNATION -  43 019
 DE3388  PID         -  DE3388
 DE3388  STATE/COUNTY-  SC/SUMTER
 DE3388  USGS QUAD   -  SUMTER EAST (1982)
 DE3388
 DE3388                         *CURRENT SURVEY CONTROL
 DE3388  ___________________________________________________________________
 DE3388* NAD 83(1986)-  33 56 23.     (N)    080 20 00.     (W)     SCALED    
 DE3388* NAVD 88     -        46.267  (meters)     151.79   (feet)  ADJUSTED  
 DE3388  ___________________________________________________________________
 DE3388  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DE3388  DYNAMIC HT  -          46.220 (meters)     151.64  (feet)  COMP
 DE3388  MODELED GRAV-     979,619.3   (mgal)                       NAVD 88
 DE3388
 DE3388  VERT ORDER  -  FIRST     CLASS II
 DE3388
 DE3388.The horizontal coordinates were scaled from a topographic map and have
 DE3388.an estimated accuracy of +/- 6 seconds.
 DE3388
 DE3388.The orthometric height was determined by differential leveling
 DE3388.and adjusted by the National Geodetic Survey in June 1994..
 DE3388
 DE3388.The geoid height was determined by GEOID03.
 DE3388
 DE3388.The dynamic height is computed by dividing the NAVD 88
 DE3388.geopotential number by the normal gravity value computed on the
 DE3388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3388.degrees latitude (g = 980.6199 gals.).
 DE3388
 DE3388.The modeled gravity was interpolated from observed gravity values.
 DE3388
 DE3388;                    North         East    Units  Estimated Accuracy
 DE3388;SPC SC       -   233,790.      671,220.      MT  (+/- 180 meters Scaled)
 DE3388
 DE3388                          SUPERSEDED SURVEY CONTROL
 DE3388
 DE3388.No superseded survey control is available for this station.
 DE3388
 DE3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT616556(NAD 83)
 DE3388_MARKER: DD = SURVEY DISK
 DE3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3388_SP_SET: CONCRETE POST
 DE3388_STAMPING: 43 019 1993
 DE3388_MARK LOGO: SCGS  
 DE3388_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3388+STABILITY: SURFACE MOTION
 DE3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3388+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3388
 DE3388  HISTORY     - Date     Condition        Report By
 DE3388  HISTORY     - 1993     MONUMENTED       SCGS
 DE3388
 DE3388                          STATION DESCRIPTION
 DE3388
 DE3388'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3388'STATION IS LOCATED IN SUMTER. OWNERSHIP--JEFFREY REID, 901 MATHIS
 DE3388'STREET, SUMTER, SC 29150, PHONE 803-775-4002. TO REACH THE STATION
 DE3388'FROM THE JUNCTION OF U.S. HIGHWAY 15 (LAFAYETTE BOULEVARD) AND 401
 DE3388'(EAST CALHOUN STREET) IN SUMTER, GO NORTH ON HIGHWAY 15 FOR 0.85 MILE
 DE3388'(1.37 KM) TO THE JUNCTION OF STATE ROAD 903 (VICTORY STREET), TURN
 DE3388'RIGHT ON ROAD 903 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE
 DE3388'ROAD 574 (GERALD STREET), TURN LEFT ON ROAD 574 FOR 0.35 MILE
 DE3388'(0.56 KM) TO THE JUNCTION OF STATE ROAD 234 (MATHIS STREET) AND THE
 DE3388'STATION NEAR THE SOUTHEAST CORNER OF A BRICK HOUSE IN THE NORTHEAST
 DE3388'ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE
 DE3388'GROUND AND LEVEL WITH ROAD 574, 45.4 FEET (13.8 M) NORTHWEST OF THE
 DE3388'CENTER OF ROAD 574, 91.8 FEET (28.0 M) EAST NORTHEAST OF THE CENTER
 DE3388'OF ROAD 234, 15.0 FEET (4.6 M) SOUTH SOUTHEAST OF THE SOUTHEAST
 DE3388'CORNER OF THE HOUSE, 102.1 FEET (31.1 M) SOUTHWEST OF THE SOUTH
 DE3388'CORNER OF ANOTHER BRICK HOUSE NUMBER 107, 99.6 FEET (30.4 M) NORTH
 DE3388'NORTHWEST OF THE NORTHWEST CORNER OF A SHINGLE-SIDED HOUSE NUMBER
 DE3388'827, 40.7 FEET (12.4 M) NORTH NORTHEAST OF A POWER POLE STX73 WITH
 DE3388'THREE GUY WIRES. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3387 ***********************************************************************
 DE3387  DESIGNATION -  43 020
 DE3387  PID         -  DE3387
 DE3387  STATE/COUNTY-  SC/SUMTER
 DE3387  USGS QUAD   -  SUMTER EAST (1982)
 DE3387
 DE3387                         *CURRENT SURVEY CONTROL
 DE3387  ___________________________________________________________________
 DE3387* NAD 83(1986)-  33 56 55.     (N)    080 18 42.     (W)     SCALED    
 DE3387* NAVD 88     -        44.045  (meters)     144.50   (feet)  ADJUSTED  
 DE3387  ___________________________________________________________________
 DE3387  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DE3387  DYNAMIC HT  -          44.001 (meters)     144.36  (feet)  COMP
 DE3387  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 DE3387
 DE3387  VERT ORDER  -  FIRST     CLASS II
 DE3387
 DE3387.The horizontal coordinates were scaled from a topographic map and have
 DE3387.an estimated accuracy of +/- 6 seconds.
 DE3387
 DE3387.The orthometric height was determined by differential leveling
 DE3387.and adjusted by the National Geodetic Survey in June 1994..
 DE3387
 DE3387.The geoid height was determined by GEOID03.
 DE3387
 DE3387.The dynamic height is computed by dividing the NAVD 88
 DE3387.geopotential number by the normal gravity value computed on the
 DE3387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3387.degrees latitude (g = 980.6199 gals.).
 DE3387
 DE3387.The modeled gravity was interpolated from observed gravity values.
 DE3387
 DE3387;                    North         East    Units  Estimated Accuracy
 DE3387;SPC SC       -   234,790.      673,220.      MT  (+/- 180 meters Scaled)
 DE3387
 DE3387                          SUPERSEDED SURVEY CONTROL
 DE3387
 DE3387.No superseded survey control is available for this station.
 DE3387
 DE3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT636566(NAD 83)
 DE3387_MARKER: DD = SURVEY DISK
 DE3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3387_SP_SET: CONCRETE POST
 DE3387_STAMPING: 43 020 1993
 DE3387_MARK LOGO: SCGS  
 DE3387_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3387+STABILITY: SURFACE MOTION
 DE3387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3387+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3387
 DE3387  HISTORY     - Date     Condition        Report By
 DE3387  HISTORY     - 1993     MONUMENTED       SCGS
 DE3387
 DE3387                          STATION DESCRIPTION
 DE3387
 DE3387'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3387'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTHEAST OF SUMTER.
 DE3387'OWNERSHIP--JOHNNY PACE, 1104 OSWEGO ROAD, SUMTER, SC 29153, PHONE
 DE3387'803-775-1017. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DE3387'HIGHWAYS 76, 378 (SUMTER BYPASS) AND 401 (OSWEGO ROAD), 1.5 MILES
 DE3387'(2.4 KM) NORTHEAST OF SUMTER, GO NORTHEAST ON HIGHWAY 401 FOR 0.85
 DE3387'MILE (1.37 KM) TO THE JUNCTION OF STATE ROAD 726 (HARRITT ROAD) AND
 DE3387'THE STATION NEAR THE EAST CORNER OF A BRICK HOUSE IN THE NORTH ANGLE
 DE3387'OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DE3387'LEVEL WITH THE HIGHWAY, 3.1 FEET (0.9 M) SOUTHWEST OF A FENCE LINE,
 DE3387'112.8 FEET (34.4 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 121.5
 DE3387'FEET (37.0 M) NORTHEAST OF THE CENTER OF THE ROAD, 9.0 FEET (2.7 M)
 DE3387'NORTHEAST OF THE EAST CORNER OF THE HOUSE, 71.1 FEET (21.7 M)
 DE3387'SOUTHWEST OF THE WEST CORNER OF ANOTHER BRICK HOUSE, 134.2 FEET
 DE3387'(40.9 M) NORTH OF THE NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE
 DE3387'CULVERT BENEATH THE ROAD. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3386 ***********************************************************************
 DE3386  DESIGNATION -  43 021
 DE3386  PID         -  DE3386
 DE3386  STATE/COUNTY-  SC/SUMTER
 DE3386  USGS QUAD   -  SUMTER EAST (1982)
 DE3386
 DE3386                         *CURRENT SURVEY CONTROL
 DE3386  ___________________________________________________________________
 DE3386* NAD 83(1986)-  33 58 45.     (N)    080 17 53.     (W)     SCALED    
 DE3386* NAVD 88     -        44.706  (meters)     146.67   (feet)  ADJUSTED  
 DE3386  ___________________________________________________________________
 DE3386  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DE3386  DYNAMIC HT  -          44.661 (meters)     146.53  (feet)  COMP
 DE3386  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 DE3386
 DE3386  VERT ORDER  -  FIRST     CLASS II
 DE3386
 DE3386.The horizontal coordinates were scaled from a topographic map and have
 DE3386.an estimated accuracy of +/- 6 seconds.
 DE3386
 DE3386.The orthometric height was determined by differential leveling
 DE3386.and adjusted by the National Geodetic Survey in June 1994..
 DE3386
 DE3386.The geoid height was determined by GEOID03.
 DE3386
 DE3386.The dynamic height is computed by dividing the NAVD 88
 DE3386.geopotential number by the normal gravity value computed on the
 DE3386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3386.degrees latitude (g = 980.6199 gals.).
 DE3386
 DE3386.The modeled gravity was interpolated from observed gravity values.
 DE3386
 DE3386;                    North         East    Units  Estimated Accuracy
 DE3386;SPC SC       -   238,190.      674,450.      MT  (+/- 180 meters Scaled)
 DE3386
 DE3386                          SUPERSEDED SURVEY CONTROL
 DE3386
 DE3386.No superseded survey control is available for this station.
 DE3386
 DE3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT648600(NAD 83)
 DE3386_MARKER: DD = SURVEY DISK
 DE3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3386_SP_SET: CONCRETE POST
 DE3386_STAMPING: 43 021 1993
 DE3386_MARK LOGO: SCGS  
 DE3386_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3386+STABILITY: SURFACE MOTION
 DE3386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3386+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3386
 DE3386  HISTORY     - Date     Condition        Report By
 DE3386  HISTORY     - 1993     MONUMENTED       SCGS
 DE3386
 DE3386                          STATION DESCRIPTION
 DE3386
 DE3386'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3386'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTHEAST OF SUMTER.
 DE3386'OWNERSHIP--JAMES SMITH, ROUTE 11, BOX 306, SUMTER, SC 29153, PHONE
 DE3386'803-469-8422. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DE3386'HIGHWAYS 76, 378 (SUMTER BYPASS) AND 401 (OSWEGO ROAD), 1.5 MILES
 DE3386'(2.4 KM) NORTHEAST OF SUMTER, GO NORTHEAST ON HIGHWAY 401 FOR 3.2
 DE3386'MILES (5.1 KM) TO THE JUNCTION OF STATE ROAD 46 (BELL ROAD) AND THE
 DE3386'STATION NEAR THE NORTHEAST ONE OF SEVEN PECAN TREES IN THE YARD OF A
 DE3386'BRICK HOUSE IN THE SOUTHEAST ANGLE OF THE JUNCTION. STATION IS A
 DE3386'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 159.6
 DE3386'FEET (48.6 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 188.5 FEET
 DE3386'(57.5 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 16.0 FEET
 DE3386'(4.9 M) EAST SOUTHEAST OF THE 2.0-FOOT PECAN TREE, 58.5 FEET
 DE3386'(17.8 M) WEST OF THE SOUTHWEST CORNER OF THE CARPORT TO THE HOUSE,
 DE3386'101.7 FEET (31.0 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
 DE3386'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3126 ***********************************************************************
 EC3126  DESIGNATION -  43 022
 EC3126  PID         -  EC3126
 EC3126  STATE/COUNTY-  SC/SUMTER
 EC3126  USGS QUAD   -  OSWEGO (1988)
 EC3126
 EC3126                         *CURRENT SURVEY CONTROL
 EC3126  ___________________________________________________________________
 EC3126* NAD 83(1986)-  34 00 32.     (N)    080 17 23.     (W)     SCALED    
 EC3126* NAVD 88     -        47.327  (meters)     155.27   (feet)  ADJUSTED  
 EC3126  ___________________________________________________________________
 EC3126  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EC3126  DYNAMIC HT  -          47.279 (meters)     155.11  (feet)  COMP
 EC3126  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 EC3126
 EC3126  VERT ORDER  -  FIRST     CLASS II
 EC3126
 EC3126.The horizontal coordinates were scaled from a topographic map and have
 EC3126.an estimated accuracy of +/- 6 seconds.
 EC3126
 EC3126.The orthometric height was determined by differential leveling
 EC3126.and adjusted by the National Geodetic Survey in June 1994..
 EC3126
 EC3126.The geoid height was determined by GEOID03.
 EC3126
 EC3126.The dynamic height is computed by dividing the NAVD 88
 EC3126.geopotential number by the normal gravity value computed on the
 EC3126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3126.degrees latitude (g = 980.6199 gals.).
 EC3126
 EC3126.The modeled gravity was interpolated from observed gravity values.
 EC3126
 EC3126;                    North         East    Units  Estimated Accuracy
 EC3126;SPC SC       -   241,490.      675,200.      MT  (+/- 180 meters Scaled)
 EC3126
 EC3126                          SUPERSEDED SURVEY CONTROL
 EC3126
 EC3126.No superseded survey control is available for this station.
 EC3126
 EC3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT655633(NAD 83)
 EC3126_MARKER: DD = SURVEY DISK
 EC3126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3126_SP_SET: CONCRETE POST
 EC3126_STAMPING: 43 022 1993
 EC3126_MARK LOGO: SCGS  
 EC3126_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3126+STABILITY: SURFACE MOTION
 EC3126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC3126+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EC3126
 EC3126  HISTORY     - Date     Condition        Report By
 EC3126  HISTORY     - 1993     MONUMENTED       SCGS
 EC3126
 EC3126                          STATION DESCRIPTION
 EC3126
 EC3126'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3126'STATION IS LOCATED 6.5 MILES (10.5 KM) NORTHEAST OF SUMTER.
 EC3126'OWNERSHIP--T.L. SKINNER, ROUTE 3, BOX 274, SUMTER, SC 29153, PHONE
 EC3126'803-469-3577. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 EC3126'HIGHWAYS 76, 378 (SUMTER BYPASS) AND 401 (OSWEGO ROAD), 1.5 MILES
 EC3126'(2.4 KM) NORTHEAST OF SUMTER, GO NORTHEAST ON HIGHWAY 401 FOR 5.4
 EC3126'MILES (8.7 KM) TO THE JUNCTION OF STATE ROAD 105 (FOXWORTH MILL ROAD)
 EC3126', TURN LEFT ON ROAD 105 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF
 EC3126'STATE ROAD 12 (LEONARD BROWN ROAD), CONTINUE ON ROAD 105 FOR 0.15
 EC3126'MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR THE NORTHEAST CORNER
 EC3126'OF A WHITE BRICK HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE
 EC3126'GROUND AND LEVEL WITH THE DRIVE, 121.2 FEET (36.9 M) SOUTH OF THE
 EC3126'CENTER OF THE ROAD, 13.7 FEET (4.2 M) EAST OF THE NORTHEAST CORNER OF
 EC3126'THE HOUSE, 100.8 FEET (30.7 M) SOUTHWEST OF A POWER POLE 4/SAD94 WITH
 EC3126'A TRANSFORMER AND A SECURITY LIGHT, 49.8 FEET (15.2 M) WEST OF THE
 EC3126'WEST SOUTHWEST CORNER OF THE FOUNDATION OF AN OCTOGONAL GAZEEBO,
 EC3126'115.0 FEET (35.1 M) SOUTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE
 EC3126'PIPE CULVERT BENEATH THE EAST DRIVEWAY TO THE HOUSE, 209.8 FEET
 EC3126'(63.9 M) SOUTHEAST OF THE EAST END OF A 1.5-FOOT CONCRETE PIPE
 EC3126'CULVERT BENEATH THE WEST DRIVEWAY TO THE HOUSE. DESCRIBED BY C.E.
 EC3126'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC3125 ***********************************************************************
 EC3125  DESIGNATION -  43 023
 EC3125  PID         -  EC3125
 EC3125  STATE/COUNTY-  SC/SUMTER
 EC3125  USGS QUAD   -  OSWEGO (1988)
 EC3125
 EC3125                         *CURRENT SURVEY CONTROL
 EC3125  ___________________________________________________________________
 EC3125* NAD 83(1986)-  34 01 06.     (N)    080 16 48.     (W)     SCALED    
 EC3125* NAVD 88     -        47.045  (meters)     154.35   (feet)  ADJUSTED  
 EC3125  ___________________________________________________________________
 EC3125  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EC3125  DYNAMIC HT  -          46.998 (meters)     154.19  (feet)  COMP
 EC3125  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 EC3125
 EC3125  VERT ORDER  -  FIRST     CLASS II
 EC3125
 EC3125.The horizontal coordinates were scaled from a topographic map and have
 EC3125.an estimated accuracy of +/- 6 seconds.
 EC3125
 EC3125.The orthometric height was determined by differential leveling
 EC3125.and adjusted by the National Geodetic Survey in June 1994..
 EC3125
 EC3125.The geoid height was determined by GEOID03.
 EC3125
 EC3125.The dynamic height is computed by dividing the NAVD 88
 EC3125.geopotential number by the normal gravity value computed on the
 EC3125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC3125.degrees latitude (g = 980.6199 gals.).
 EC3125
 EC3125.The modeled gravity was interpolated from observed gravity values.
 EC3125
 EC3125;                    North         East    Units  Estimated Accuracy
 EC3125;SPC SC       -   242,540.      676,090.      MT  (+/- 180 meters Scaled)
 EC3125
 EC3125                          SUPERSEDED SURVEY CONTROL
 EC3125
 EC3125.No superseded survey control is available for this station.
 EC3125
 EC3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT664644(NAD 83)
 EC3125_MARKER: DD = SURVEY DISK
 EC3125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC3125_SP_SET: CONCRETE POST
 EC3125_STAMPING: 43 023 1993
 EC3125_MARK LOGO: SCGS  
 EC3125_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC3125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC3125+STABILITY: SURFACE MOTION
 EC3125
 EC3125  HISTORY     - Date     Condition        Report By
 EC3125  HISTORY     - 1993     MONUMENTED       SCGS
 EC3125
 EC3125                          STATION DESCRIPTION
 EC3125
 EC3125'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EC3125'STATION IS LOCATED 8.6 MILES (13.8 KM) SOUTHWEST OF ELLIOTT, 7.4 MILES
 EC3125'(11.9 KM) NORTHEAST OF SUMTER. OWNERSHIP--WILLIAM DAVID VAUGHN, SR.,
 EC3125'ROUTE 11, BOX 224B, SUMTER. SC 29153. TO REACH THE STATION FROM THE
 EC3125'JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 154 IN SAINT CHARLES,
 EC3125'4.2 MILES (6.8 KM) SOUTHWEST OF ELLIOTT, GO WEST SOUTHWEST ON HIGHWAY
 EC3125'401 FOR 3.65 MILES (5.87 KM) TO THE SOUTHWEST END OF THE BRIDGE OVER
 EC3125'THE SCAPE ORE CREEK AT THE SUMTER COUNTY LINE, CONTINUE ON HIGHWAY
 EC3125'401 FOR 1.35 MILES (2.17 KM) TO THE STATION ON THE RIGHT IN THE SIDE
 EC3125'YARD OF A SMALL PRE-FAB HOUSE, 0.7 MILE (1.1 KM) NORTH NORTHEAST OF
 EC3125'THE JUNCTION OF STATE ROAD 105 (FOXWORTH MILL ROAD). STATION IS A
 EC3125'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) BELOW THE
 EC3125'HIGHWAY, 136.5 FEET (41.6 M) EAST SOUTHEAST OF THE CENTER OF THE
 EC3125'HIGHWAY, 47.3 FEET (14.4 M) SOUTH SOUTHWEST OF THE WEST CORNER OF THE
 EC3125'HOUSE, 44.0 FEET (13.4 M) WEST OF A POWER POLE WITH A SCGS REFERENCE
 EC3125'WASHER ATTACHED, 69.8 FEET (21.3 M) NORTH NORTHEAST OF A POWER POLE
 EC3125'WITH A SCGS REFERENCE WASHER ATTACHED, 3.5 FEET (1.1 M) EAST
 EC3125'NORTHEAST OF A WITNESS POST DRIVEN BESIDE A METAL PIPE PROJECTING 3.0
 EC3125'FEET. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3393 ***********************************************************************
 DE3393  DESIGNATION -  43 024
 DE3393  PID         -  DE3393
 DE3393  STATE/COUNTY-  SC/SUMTER
 DE3393  USGS QUAD   -  SUMTER EAST (1982)
 DE3393
 DE3393                         *CURRENT SURVEY CONTROL
 DE3393  ___________________________________________________________________
 DE3393* NAD 83(1986)-  33 56 02.     (N)    080 21 15.     (W)     SCALED    
 DE3393* NAVD 88     -        53.740  (meters)     176.31   (feet)  ADJUSTED  
 DE3393  ___________________________________________________________________
 DE3393  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DE3393  DYNAMIC HT  -          53.685 (meters)     176.13  (feet)  COMP
 DE3393  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 DE3393
 DE3393  VERT ORDER  -  FIRST     CLASS II
 DE3393
 DE3393.The horizontal coordinates were scaled from a topographic map and have
 DE3393.an estimated accuracy of +/- 6 seconds.
 DE3393
 DE3393.The orthometric height was determined by differential leveling
 DE3393.and adjusted by the National Geodetic Survey in June 1994..
 DE3393
 DE3393.The geoid height was determined by GEOID03.
 DE3393
 DE3393.The dynamic height is computed by dividing the NAVD 88
 DE3393.geopotential number by the normal gravity value computed on the
 DE3393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3393.degrees latitude (g = 980.6199 gals.).
 DE3393
 DE3393.The modeled gravity was interpolated from observed gravity values.
 DE3393
 DE3393;                    North         East    Units  Estimated Accuracy
 DE3393;SPC SC       -   233,130.      669,300.      MT  (+/- 180 meters Scaled)
 DE3393
 DE3393                          SUPERSEDED SURVEY CONTROL
 DE3393
 DE3393.No superseded survey control is available for this station.
 DE3393
 DE3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT596550(NAD 83)
 DE3393_MARKER: DD = SURVEY DISK
 DE3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3393_SP_SET: CONCRETE POST
 DE3393_STAMPING: 43 024 1993
 DE3393_MARK LOGO: SCGS  
 DE3393_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3393+STABILITY: SURFACE MOTION
 DE3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3393+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3393
 DE3393  HISTORY     - Date     Condition        Report By
 DE3393  HISTORY     - 1993     MONUMENTED       SCGS
 DE3393
 DE3393                          STATION DESCRIPTION
 DE3393
 DE3393'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3393'STATION IS LOCATED IN SUMTER. OWNERSHIP--PEOPLE RESOURCES
 DE3393'INCORPORATED, BEN GRIFFITH, MANAGER, P.O. BOX 846, 313 BROAD STREET,
 DE3393'SUMTER, SC 29151, PHONE 803-773-6600. TO REACH THE STATION FROM THE
 DE3393'JUNCTION OF U.S. HIGHWAYS 76 BUSINESS, 401, 521 AND STATE ROAD 102
 DE3393'(CALHOUN AND WASHINGTON STREETS) IN SUMTER, GO NORTH ON HIGHWAYS 76
 DE3393'AND 521 FOR 0.95 MILE (1.53 KM) TO THE JUNCTION OF STATE ROAD 139
 DE3393'(MORGAN AVENUE) AND THE STATION NEAR A WOODEN SIGN (PEOPLE RESOURCES,
 DE3393'INC.) IN THE EAST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST
 DE3393'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 18.9
 DE3393'FEET (5.8 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE CURB OF THE
 DE3393'HIGHWAY, 52.7 FEET (16.1 M) SOUTHEAST OF THE CENTER OF THE ROAD, 3.5
 DE3393'FEET (1.1 M) NORTHEAST OF TH EAST CORNER OF THE NORTHEAST LEG OF THE
 DE3393'SIGN, 21.5 FEET (6.6 M) EAST OF A POWER POLE SRN03 WITH A GUY WIRE
 DE3393'AND A STREET LIGHT, 21.6 FEET (6.6 M) WEST OF THE WEST CORNER OF THE
 DE3393'NORTHWEST WALL OF A BRICK BUILDING (PEOPLE RESOURCES, INC.), 34.3
 DE3393'FEET (10.5 M) SOUTHEAST OF THE SOUTH CORNER OF THE IRON GRATING OF
 DE3393'THE SOUTHEAST STORM DRAIN IN THE ROAD. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3394 ***********************************************************************
 DE3394  DESIGNATION -  43 025
 DE3394  PID         -  DE3394
 DE3394  STATE/COUNTY-  SC/SUMTER
 DE3394  USGS QUAD   -  SUMTER EAST (1982)
 DE3394
 DE3394                         *CURRENT SURVEY CONTROL
 DE3394  ___________________________________________________________________
 DE3394* NAD 83(1986)-  33 56 08.     (N)    080 21 46.     (W)     SCALED    
 DE3394* NAVD 88     -        49.948  (meters)     163.87   (feet)  ADJUSTED  
 DE3394  ___________________________________________________________________
 DE3394  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DE3394  DYNAMIC HT  -          49.897 (meters)     163.70  (feet)  COMP
 DE3394  MODELED GRAV-     979,617.6   (mgal)                       NAVD 88
 DE3394
 DE3394  VERT ORDER  -  FIRST     CLASS II
 DE3394
 DE3394.The horizontal coordinates were scaled from a topographic map and have
 DE3394.an estimated accuracy of +/- 6 seconds.
 DE3394
 DE3394.The orthometric height was determined by differential leveling
 DE3394.and adjusted by the National Geodetic Survey in June 1994..
 DE3394
 DE3394.The geoid height was determined by GEOID03.
 DE3394
 DE3394.The dynamic height is computed by dividing the NAVD 88
 DE3394.geopotential number by the normal gravity value computed on the
 DE3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3394.degrees latitude (g = 980.6199 gals.).
 DE3394
 DE3394.The modeled gravity was interpolated from observed gravity values.
 DE3394
 DE3394;                    North         East    Units  Estimated Accuracy
 DE3394;SPC SC       -   233,310.      668,500.      MT  (+/- 180 meters Scaled)
 DE3394
 DE3394                          SUPERSEDED SURVEY CONTROL
 DE3394
 DE3394.No superseded survey control is available for this station.
 DE3394
 DE3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT588551(NAD 83)
 DE3394_MARKER: DD = SURVEY DISK
 DE3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3394_SP_SET: CONCRETE POST
 DE3394_STAMPING: 43 025 1993
 DE3394_MARK LOGO: SCGS  
 DE3394_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3394+STABILITY: SURFACE MOTION
 DE3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3394+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 DE3394
 DE3394  HISTORY     - Date     Condition        Report By
 DE3394  HISTORY     - 1993     MONUMENTED       SCGS
 DE3394  HISTORY     - 20060113 GOOD             SUMASC
 DE3394
 DE3394                          STATION DESCRIPTION
 DE3394
 DE3394'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3394'STATION IS LOCATED IN SUMTER. OWNERSHIP--SCDOT, DIRECTOR OF
 DE3394'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3394'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE3394'76 BUSINESS, 401, 521 AND STATE ROAD 102 (CALHOUN AND WASHINGTON
 DE3394'STREETS) IN SUMTER, GO NORTH ON HIGHWAYS 76 AND 521 FOR 1.4 MILES
 DE3394'(2.3 KM) TO THE JUNCTION OF STATE ROAD 55 (MILLER DRIVE), TURN LEFT
 DE3394'ON ROAD 55 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 392
 DE3394'AND THE STATION NEAR THE WEST CORNER OF A CHAIN LINK FENCE
 DE3394'SURROUNDING THE WILLOW DRIVE ELEMENTARY SCHOOL GROUNDS IN THE EAST
 DE3394'ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE
 DE3394'GROUND AND 3.5 FEET (1.1 M) ABOVE ROAD 55, 58.2 FEET (17.7 M)
 DE3394'SOUTHEAST OF THE CENTER OF ROAD 55, 44.1 FEET (13.4 M) NORTHEAST OF
 DE3394'THE CENTER OF ROAD 392, 37.9 FEET (11.6 M) SOUTH OF A POWER POLE
 DE3394'SRC26 WITH 6 GUY WIRES, 23.8 FEET (7.3 M) SOUTHEAST OF THE NORTHWEST
 DE3394'EDGE OF A CONCRETE BLOCK RETAINING WALL, 41.8 FEET (12.7 M) EAST OF
 DE3394'THE SOUTHEAST CORNER OF AN IRON DRAIN GRATE IN THE EAST ANGLE OF THE
 DE3394'JUNCTION, 2.1 FEET (0.6 M) NORTHWEST OF A WITNESS POST AT THE FENCE
 DE3394'CORNER. DESCRIBED BY C.E. GEOGHEGAN.
 DE3394
 DE3394                          STATION RECOVERY (2006)
 DE3394
 DE3394'RECOVERY NOTE BY SURVEY AND MAPPING SERVICES OF SC INC 2006 (DCS)
 DE3394'THERE IS A TWIN 6 INCH BIRCH TREE 9.0 FEET SOUTHWEST OF THE MONUMENT
 DE3394'THAT WILL IMPEDE GPS RECEPTION IN THAT QUADRANT, ESPECIALLY DURING
 DE3394'TIMES OF PEAK FOLIAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3400 ***********************************************************************
 DE3400  DESIGNATION -  43 026
 DE3400  PID         -  DE3400
 DE3400  STATE/COUNTY-  SC/SUMTER
 DE3400  USGS QUAD   -  WEDGEFIELD (1982)
 DE3400
 DE3400                         *CURRENT SURVEY CONTROL
 DE3400  ___________________________________________________________________
 DE3400* NAD 83(1986)-  33 56 58.     (N)    080 30 02.     (W)     SCALED    
 DE3400* NAVD 88     -        92.093  (meters)     302.14   (feet)  ADJUSTED  
 DE3400  ___________________________________________________________________
 DE3400  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DE3400  DYNAMIC HT  -          91.998 (meters)     301.83  (feet)  COMP
 DE3400  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 DE3400
 DE3400  VERT ORDER  -  FIRST     CLASS II
 DE3400
 DE3400.The horizontal coordinates were scaled from a topographic map and have
 DE3400.an estimated accuracy of +/- 6 seconds.
 DE3400
 DE3400.The orthometric height was determined by differential leveling
 DE3400.and adjusted by the National Geodetic Survey in June 1994..
 DE3400
 DE3400.The geoid height was determined by GEOID03.
 DE3400
 DE3400.The dynamic height is computed by dividing the NAVD 88
 DE3400.geopotential number by the normal gravity value computed on the
 DE3400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3400.degrees latitude (g = 980.6199 gals.).
 DE3400
 DE3400.The modeled gravity was interpolated from observed gravity values.
 DE3400
 DE3400;                    North         East    Units  Estimated Accuracy
 DE3400;SPC SC       -   234,780.      655,760.      MT  (+/- 180 meters Scaled)
 DE3400
 DE3400                          SUPERSEDED SURVEY CONTROL
 DE3400
 DE3400.No superseded survey control is available for this station.
 DE3400
 DE3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT461566(NAD 83)
 DE3400_MARKER: DD = SURVEY DISK
 DE3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3400_SP_SET: CONCRETE POST
 DE3400_STAMPING: 43 026 1993
 DE3400_MARK LOGO: SCGS  
 DE3400_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3400+STABILITY: SURFACE MOTION
 DE3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3400+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DE3400
 DE3400  HISTORY     - Date     Condition        Report By
 DE3400  HISTORY     - 1993     MONUMENTED       SCGS
 DE3400
 DE3400                          STATION DESCRIPTION
 DE3400
 DE3400'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE3400'STATION IS LOCATED 4.1 MILES (6.6 KM) NORTH NORTHWEST OF WEDGEFIELD,
 DE3400'9.6 MILES (15.4 KM) WEST OF SUMTER. OWNERSHIP--SCDOT, DIRECTOR OF
 DE3400'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3400'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE3400'76, 378 AND STATE HIGHWAY 441, 9.3 MILES (15.0 KM) WEST OF SUMTER, GO
 DE3400'WEST SOUTHWEST ON HIGHWAYS 76 AND 378 FOR 0.25 MILE (0.40 KM) TO A
 DE3400'FORK RIGHT (OLD HIGHWAY) AND THE STATION NEAR A POWER POLE IN THE VEE
 DE3400'OF THE FORK. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 DE3400'FOOT (0.3 M) ABOVE THE HIGHWAY, 36.6 FEET (11.2 M) NORTH NORTHWEST OF
 DE3400'THE WESTBOUND LANES OF THE HIGHWAY, 25.5 FEET (7.8 M) SOUTH SOUTHEAST
 DE3400'OF THE SOUTH EDGE OF THE OLD HIGHWAY, 9.7 FEET (3.0 M) EAST OF THE
 DE3400'POWER POLE FG72 WITH 4 GUY WIRES, 121.5 FEET (37.0 M) SOUTHWEST OF A
 DE3400'TELEPHONE JUNCTION BOX NUMBER 6200/3/3, 9.6 FEET (2.9 M) SOUTH OF A
 DE3400'WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2836 ***********************************************************************
 CK2836  DESIGNATION -  43 RFJ
 CK2836  PID         -  CK2836
 CK2836  STATE/COUNTY-  SC/DORCHESTER
 CK2836  USGS QUAD   -  STALLSVILLE (1979)
 CK2836
 CK2836                         *CURRENT SURVEY CONTROL
 CK2836  ___________________________________________________________________
 CK2836* NAD 83(1986)-  32 56 52.     (N)    080 12 20.     (W)     SCALED    
 CK2836* NAVD 88     -         7.340  (meters)      24.08   (feet)  ADJUSTED  
 CK2836  ___________________________________________________________________
 CK2836  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 CK2836  DYNAMIC HT  -           7.332 (meters)      24.06  (feet)  COMP
 CK2836  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 CK2836
 CK2836  VERT ORDER  -  FIRST     CLASS II
 CK2836
 CK2836.The horizontal coordinates were scaled from a topographic map and have
 CK2836.an estimated accuracy of +/- 6 seconds.
 CK2836
 CK2836.The orthometric height was determined by differential leveling
 CK2836.and adjusted by the National Geodetic Survey in June 1991..
 CK2836
 CK2836.The geoid height was determined by GEOID03.
 CK2836
 CK2836.The dynamic height is computed by dividing the NAVD 88
 CK2836.geopotential number by the normal gravity value computed on the
 CK2836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2836.degrees latitude (g = 980.6199 gals.).
 CK2836
 CK2836.The modeled gravity was interpolated from observed gravity values.
 CK2836
 CK2836;                    North         East    Units  Estimated Accuracy
 CK2836;SPC SC       -   123,880.      683,880.      MT  (+/- 180 meters Scaled)
 CK2836
 CK2836                          SUPERSEDED SURVEY CONTROL
 CK2836
 CK2836  NGVD 29 (03/21/89)    7.634  (m)           25.05   (f) ADJUSTED    1 2
 CK2836
 CK2836.Superseded values are not recommended for survey control.
 CK2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2836.See file dsdata.txt to determine how the superseded data were derived.
 CK2836
 CK2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS742457(NAD 83)
 CK2836_MARKER: DD = SURVEY DISK
 CK2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2836_SP_SET: CONCRETE POST
 CK2836_STAMPING: 43 RFJ 1972
 CK2836_MARK LOGO: USGS  
 CK2836_PROJECTION: PROJECTING 13 CENTIMETERS
 CK2836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2836+STABILITY: SURFACE MOTION
 CK2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2836+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002
 CK2836
 CK2836  HISTORY     - Date     Condition        Report By
 CK2836  HISTORY     - 1972     MONUMENTED       USGS
 CK2836  HISTORY     - 1984     GOOD             SCGS
 CK2836  HISTORY     - 1995     MARK NOT FOUND   USPSQD
 CK2836  HISTORY     - 20020805 GOOD             SCGS
 CK2836
 CK2836                          STATION DESCRIPTION
 CK2836
 CK2836'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2836'8.6 KM (5.4 MI) SW FROM SUMMERVILLE.
 CK2836'23.8 KILOMETERS (14.85 MILES) NORTH ALONG STATE HIGHWAY 61 FROM THE
 CK2836'JUNCTION OF STATE HIGHWAY 7 IN SAINT ANDREWS, SET NEAR A POWER POLE IN
 CK2836'THE SOUTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 165 (COOKE
 CK2836'CROSSROADS), 30.2 METERS (99.0 FEET) EAST-SOUTHEAST OF THE CENTERLINE
 CK2836'OF HIGHWAY 165, 11.5 METERS (37.7 FEET) SOUTHWEST OF THE CENTERLINE OF
 CK2836'HIGHWAY 61, 0.5 METER (1.6 FEET) NORTHEAST OF THE POWER POLE NUMBER
 CK2836'81935.
 CK2836'THE MARK IS 0.20 METERS  NNW FROM A WITNESS POST.
 CK2836'THE MARK IS ABOVE LEVEL WITH HIGHWAY 61.
 CK2836
 CK2836                          STATION RECOVERY (1995)
 CK2836
 CK2836'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2836'MARK NOT FOUND.
 CK2836
 CK2836                          STATION RECOVERY (2002)
 CK2836
 CK2836'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2836'STATION IS LOCATED NEAR A POWER LINE STUB POLE IN THE SOUTHEAST ANGLE
 CK2836'OF THE
 CK2836'JUNCTION OF STATE HIGHWAYS 61 AND 165 (COOKS CROSSROAD), 5.1 MILES
 CK2836'SOUTH SOUTHWEST OF
 CK2836'SUMMERVILLE, 27.0 MILES SOUTHEAST OF SAINT GEORGE.  OWNERSHIP--SCDOT,
 CK2836'DIRECTOR OF
 CK2836'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC
 CK2836'29202, PHONE 803-737-1350.
 CK2836'STATION IS A PIPE CAP ATTACHED TO A PIPE MARK IMBEDDED IN THE GROUND
 CK2836'PROJECTING 0.4
 CK2836'FOOT AND 0.5 FOOT ABOVE HIGHWAY 61, 38.3 FEET SOUTH SOUTHWEST OF THE
 CK2836'CENTER OF
 CK2836'HIGHWAY 61, 100.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 165, 1.5
 CK2836'FEET NORTHEAST OF
 CK2836'THE POWER LINE STUB POLE NUMBER 81935, 2.7 FEET NORTHWEST OF SURVEY
 CK2836'STATION 18 043,
 CK2836'0.4 FOOT NORTH NORTHEAST OF A WITNESS POST.
 CK2836'RECOVERED BY J.B. SMOAK.
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836' 
 CK2836'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3308 ***********************************************************************
 DE3308  DESIGNATION -  43 SW 20
 DE3308  PID         -  DE3308
 DE3308  STATE/COUNTY-  SC/AIKEN
 DE3308  USGS QUAD   -  AIKEN (1980)
 DE3308
 DE3308                         *CURRENT SURVEY CONTROL
 DE3308  ___________________________________________________________________
 DE3308* NAD 83(1986)-  33 33 35.     (N)    081 43 25.     (W)     SCALED    
 DE3308* NAVD 88     -       157.312  (meters)     516.11   (feet)  ADJUSTED  
 DE3308  ___________________________________________________________________
 DE3308  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DE3308  DYNAMIC HT  -         157.142 (meters)     515.56  (feet)  COMP
 DE3308  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 DE3308
 DE3308  VERT ORDER  -  FIRST     CLASS II
 DE3308
 DE3308.The horizontal coordinates were scaled from a topographic map and have
 DE3308.an estimated accuracy of +/- 6 seconds.
 DE3308
 DE3308.The orthometric height was determined by differential leveling
 DE3308.and adjusted by the National Geodetic Survey in April 1994..
 DE3308
 DE3308.The geoid height was determined by GEOID03.
 DE3308
 DE3308.The dynamic height is computed by dividing the NAVD 88
 DE3308.geopotential number by the normal gravity value computed on the
 DE3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3308.degrees latitude (g = 980.6199 gals.).
 DE3308
 DE3308.The modeled gravity was interpolated from observed gravity values.
 DE3308
 DE3308;                    North         East    Units  Estimated Accuracy
 DE3308;SPC SC       -   191,690.      542,420.      MT  (+/- 180 meters Scaled)
 DE3308
 DE3308                          SUPERSEDED SURVEY CONTROL
 DE3308
 DE3308.No superseded survey control is available for this station.
 DE3308
 DE3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT328135(NAD 83)
 DE3308_MARKER: P = PIPE CAP
 DE3308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3308_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3308_STAMPING: 43 1992 SW 20
 DE3308_MARK LOGO: SC0020
 DE3308_PROJECTION: RECESSED 5 CENTIMETERS
 DE3308_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3308+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 DE3308_ROD/PIPE-DEPTH: 0.76 meters
 DE3308
 DE3308  HISTORY     - Date     Condition        Report By
 DE3308  HISTORY     - 1992     MONUMENTED       SC0020
 DE3308  HISTORY     - 19920908 GOOD             SCGS
 DE3308  HISTORY     - 20000725 GOOD             SCGS
 DE3308
 DE3308                          STATION DESCRIPTION
 DE3308
 DE3308'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3308'STATION IS LOCATED IN AIKEN. OWNERSHIP-CITY OF AIKEN.
 DE3308'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1, 78
 DE3308'(RICHLAND AVENUE SOUTHWEST) AND STATE HIGHWAY 19 (LAURENS STREET
 DE3308'SOUTHWEST) IN AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 19 FOR 0.15 MILE
 DE3308'(0.24 KM) TO THE JUNCTION OF STATE ROAD 182 (LAURENS STREET
 DE3308'SOUTHWEST) AHEAD AND STATE HIGHWAY 19 TURNS LEFT (PARK AVENUE
 DE3308'SOUTHWEST) AND THE STATION ON THE LEFT IN A RAISED FLOWER BED IN A
 DE3308'TRAFFIC CIRCLE AND NEAR THE TOWNS CENTRAL WATER FOUNTAIN.
 DE3308'STATION IS A PIPE MARK WITH CAP RECESSED 0.2 FOOT (6.1 CM) AND 2.0
 DE3308'FEET (0.6 M) ABOVE THE ROADS, 33.6 FEET (10.2 M) WEST SOUTHWEST OF
 DE3308'THE NORTHERN ONE OF TWO TWIN LAMP STREET POLES, 24.7 FEET (7.5 M)
 DE3308'NORTH OF THE SOUTHERN ONE OF TWO TWIN LAMP STREET POLES WITH AN
 DE3308'ELECTRIC METER ATTACHED, 14.0 FEET (4.3 M) WEST NORTHWEST OF THE
 DE3308'CENTER OF THE FOUNTAIN, 4.0 FEET (1.2 M) EAST SOUTHEAST OF THE WEST
 DE3308'EDGE OF THE RAISED FLOWER BED, 11.1 FEET (3.4 M) EAST SOUTHEAST OF
 DE3308'THE CENTER OF A MANHOLE COVER IN LAURENS STREET SOUTHWEST.
 DE3308'RECOVERED BY T. HALL.
 DE3308
 DE3308                          STATION RECOVERY (2000)
 DE3308
 DE3308'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3308'STATION IS LOCATED IN AIKEN.  OWNERSHIP--CITY OF AIKEN.  TO REACH THE
 DE3308'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 1/78 (RICHLAND AVENUE
 DE3308'SOUTHWEST) AND STATE HIGHWAY 19 (LAURENS STREET SOUTHWEST) IN AIKEN,
 DE3308'GO SOUTH SOUTHWEST ON HIGHWAY 19 FOR 0.15 MILE (0.24 KM) TO THE
 DE3308'STATION ON THE LEFT IN A RAISED FLOWER BED IN A TRAFFIC CIRCLE AND
 DE3308'NEAR THE TOWNS CENTRAL WATER FOUNTAIN AT THE JUNCTION OF STATE ROAD
 DE3308'182 (LAURENS STREET SOUTHWEST) AHEAD AND STATE HIGHWAY 19 TURNS LEFT
 DE3308'(PARK AVENUE SOUTHWEST) .  STATION IS AN ALUMINUM PIPE MARK WITH CAP
 DE3308'RECESSED 0.4 FOOT (12.2 CM) AND 2.0 FEET (0.6 M) ABOVE THE ROADS, 33.7
 DE3308'FEET (10.3 M) WEST SOUTHWEST OF THE NORTH ONE OF TWO TWIN LAMP POLES,
 DE3308'24.3 FEET (7.4 M) NORTH OF THE SOUTH ONE OF TWO TWIN LAMP STREET POLES
 DE3308'WITH AN ELECTRIC METER ATTACHED, 14.0 FEET (4.3 M) WEST NORTHWEST OF
 DE3308'THE CENTER OF THE FOUNTAIN, 4.0 FEET (1.2 M) EAST SOUTHEAST OF THE
 DE3308'WEST EDGE OF THE RAISED FLOWER BED, 11.2 FEET (3.4 M) EAST SOUTHEAST
 DE3308'OF THE CENTER OF A MANHOLE COVER IN LAURENS STREET SOUTHWEST, 3.0 FEET
 DE3308'(0.9 M) SOUTH OF AN ELECTRIC OUTLET PROJECTING 0.3-FOOT, 0.8 FOOT
 DE3308'(24.4 CM) WEST NORTHWEST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3476 ***********************************************************************
 DD3476  DESIGNATION -  4300
 DD3476  PID         -  DD3476
 DD3476  STATE/COUNTY-  SC/GEORGETOWN
 DD3476  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3476
 DD3476                         *CURRENT SURVEY CONTROL
 DD3476  ___________________________________________________________________
 DD3476* NAD 83(2001)-  33 26 55.10153(N)    079 06 30.28812(W)     ADJUSTED  
 DD3476* NAVD 88     -         3.99   (+/-2cm)      13.1    (feet)  VERTCON   
 DD3476  ___________________________________________________________________
 DD3476  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DD3476  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3476
 DD3476  HORZ ORDER  -  SECOND
 DD3476  VERT ORDER  -  THIRD ? (See Below)
 DD3476
 DD3476.The horizontal coordinates were established by classical geodetic methods
 DD3476.and adjusted by the National Geodetic Survey in March 2004..
 DD3476
 DD3476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3476.The vertical order pertains to the NGVD 29 superseded value.
 DD3476
 DD3476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3476
 DD3476.The geoid height was determined by GEOID03.
 DD3476
 DD3476;                    North         East     Units Scale Factor Converg.
 DD3476;SPC SC       -   180,741.038   785,429.963   MT  0.99980103   +1 02 55.3
 DD3476;SPC SC       -   592,982.41  2,576,869.96   iFT  0.99980103   +1 02 55.3
 DD3476;UTM  17      - 3,702,624.974   675,817.057   MT  0.99998111   +1 02 34.4
 DD3476
 DD3476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3476!SPC SC       -   1.00000483  x   0.99980103  =   0.99980586
 DD3476!UTM  17      -   1.00000483  x   0.99998111  =   0.99998594
 DD3476
 DD3476                          SUPERSEDED SURVEY CONTROL
 DD3476
 DD3476  NAD 83(1986)-  33 26 55.11080(N)    079 06 30.28969(W) AD(       ) 2
 DD3476  NAD 83(1986)-  33 26 55.11087(N)    079 06 30.28986(W) AD(       ) 3
 DD3476  NGVD 29 (11/30/89)    4.30   (m)           14.1    (f) LEVELING    3  
 DD3476
 DD3476.Superseded values are not recommended for survey control.
 DD3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3476.See file dsdata.txt to determine how the superseded data were derived.
 DD3476
 DD3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7581702625(NAD 83)
 DD3476_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3476_SETTING: 0 = UNSPECIFIED SETTING
 DD3476_STAMPING: 4300 1987
 DD3476_MARK LOGO: SCCC  
 DD3476_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3476+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3476
 DD3476  HISTORY     - Date     Condition        Report By
 DD3476  HISTORY     - 1987     MONUMENTED       SCCC
 DD3476
 DD3476                          STATION DESCRIPTION
 DD3476
 DD3476'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3476'THE STATION IS LOCATED IN LITCHFIELD ON THE SOUTH END OF THE BEACH.
 DD3476'TO REACH THE STATION FROM THE SOUTH END OF LITCHFIELD INN, CONTINUE
 DD3476'SOUTHWEST ALONG THE BEACH FOR (1.5 MI) TO THE STATION ON THE RIGHT
 DD3476'LOCATED AT THE TOP OF THE HIGH DUNE.
 DD3476'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3476'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3476'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4611 ***********************************************************************
 DD4611  DESIGNATION -  4300 B
 DD4611  PID         -  DD4611
 DD4611  STATE/COUNTY-  SC/GEORGETOWN
 DD4611  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4611
 DD4611                         *CURRENT SURVEY CONTROL
 DD4611  ___________________________________________________________________
 DD4611* NAD 83(2001)-  33 26 56.13555(N)    079 06 32.41968(W)     ADJUSTED  
 DD4611* NAVD 88     -         2.569  (meters)       8.43   (feet)  ADJUSTED  
 DD4611  ___________________________________________________________________
 DD4611  X           -   1,006,520.831 (meters)                     COMP
 DD4611  Y           -  -5,231,216.476 (meters)                     COMP
 DD4611  Z           -   3,495,591.428 (meters)                     COMP
 DD4611  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DD4611  ELLIP HEIGHT-         -32.20  (meters)          (03/27/03) GPS OBS
 DD4611  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4611  DYNAMIC HT  -           2.566 (meters)       8.42  (feet)  COMP
 DD4611  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DD4611
 DD4611  HORZ ORDER  -  SECOND
 DD4611  VERT ORDER  -  THIRD
 DD4611  ELLP ORDER  -  FOURTH    CLASS II
 DD4611
 DD4611.The horizontal coordinates were established by GPS observations
 DD4611.and adjusted by the National Geodetic Survey in March 2003..
 DD4611
 DD4611.The orthometric height was determined by differential leveling
 DD4611.and adjusted by the National Geodetic Survey in April 1995..
 DD4611
 DD4611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4611
 DD4611.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4611
 DD4611.The ellipsoidal height was determined by GPS observations
 DD4611.and is referenced to NAD 83.
 DD4611
 DD4611.The geoid height was determined by GEOID03.
 DD4611
 DD4611.The dynamic height is computed by dividing the NAVD 88
 DD4611.geopotential number by the normal gravity value computed on the
 DD4611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4611.degrees latitude (g = 980.6199 gals.).
 DD4611
 DD4611.The modeled gravity was interpolated from observed gravity values.
 DD4611
 DD4611;                    North         East     Units Scale Factor Converg.
 DD4611;SPC SC       -   180,771.876   785,374.348   MT  0.99980102   +1 02 54.1
 DD4611;SPC SC       -   593,083.58  2,576,687.49   iFT  0.99980102   +1 02 54.1
 DD4611;UTM  17      - 3,702,655.824   675,761.435   MT  0.99998087   +1 02 33.3
 DD4611
 DD4611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4611!SPC SC       -   1.00000506  x   0.99980102  =   0.99980607
 DD4611!UTM  17      -   1.00000506  x   0.99998087  =   0.99998593
 DD4611
 DD4611                          SUPERSEDED SURVEY CONTROL
 DD4611
 DD4611  NAD 83(1995)-  33 26 56.13724(N)    079 06 32.41934(W) AD(       ) 2
 DD4611  ELLIP H (12/20/99)  -32.25   (m)                       GP(       ) 4 1
 DD4611  NAD 83(1986)-  33 26 56.14559(N)    079 06 32.42254(W) AD(       ) 2
 DD4611  NGVD 29 (05/09/91)    2.882  (m)            9.46   (f) ADJUSTED    3 0
 DD4611
 DD4611.Superseded values are not recommended for survey control.
 DD4611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4611.See file dsdata.txt to determine how the superseded data were derived.
 DD4611
 DD4611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7576102656(NAD 83)
 DD4611_MARKER: DD = SURVEY DISK
 DD4611_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4611_SP_SET: ALUMINUM ALLOY ROD
 DD4611_STAMPING: 4300 B 1990
 DD4611_MARK LOGO: SCCC  
 DD4611_PROJECTION: PROJECTING 16 CENTIMETERS
 DD4611_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4611+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4611_ROD/PIPE-DEPTH: 13.7 meters
 DD4611
 DD4611  HISTORY     - Date     Condition        Report By
 DD4611  HISTORY     - 1990     MONUMENTED       NGS
 DD4611
 DD4611                          STATION DESCRIPTION
 DD4611
 DD4611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4611'THE STATION IS LOCATED IN LITCHFIELD, ON SOUTH END OF BEACH, ON LOW
 DD4611'SAND DUNES NORTH OF A CREEK THAT RUNS INLAND AND 150 YARDS WEST OF
 DD4611'THE ATLANTIC OCEAN.
 DD4611'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4611'SC 29202, PHONE 803-737-1314.
 DD4611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4611'ROAD S-22-302 IN LITCHFIELD, GO EAST ON ON STATE ROAD S-22-302 FOR
 DD4611'0.7 KM (0.4 MI) TO A FORK, KEEP RIGHT AND GO SOUTHWEST ON NORRIS
 DD4611'DRIVE, A PAVED ROAD, FOR 0.88 KM (0.55 MI) TO A GUARD HOUSE AT INLET
 DD4611'POINT CONDOS (PRIVATE PROPERTY), CONTINUE SOUTHWEST ON THE PAVED
 DD4611'ROAD FOR 0.6 KM (0.4 MI) TO END OF PAVEMENT (4 X 4 VEHICLE NEEDED
 DD4611'FROM HERE), CONTINUE SOUTHWEST ACROSS COUNTY, KEEPING WEST OF THE
 DD4611'BEACH AND EAST OF THE SAND DUNES FOR 1.21 KM (0.75 MI) TO THE STATION
 DD4611'ON LOW SAND DUNES.
 DD4611'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF AN
 DD4611'ALUMINUM ROD SURROUNDED BY A PVC PIPE.  LOCATED 33.0 M (108.3 FT)
 DD4611'SOUTHEAST FROM THE HIGH WATER LINE OF THE CREEK, 0.6 M (2.0 FT)
 DD4611'WEST-SOUTHWEST FROM A WITNESS POST AND ON THE NORTH END OF THE SAND
 DD4611'DUNES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3477 ***********************************************************************
 DD3477  DESIGNATION -  4315
 DD3477  PID         -  DD3477
 DD3477  STATE/COUNTY-  SC/GEORGETOWN
 DD3477  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3477
 DD3477                         *CURRENT SURVEY CONTROL
 DD3477  ___________________________________________________________________
 DD3477* NAD 83(2001)-  33 27 14.96057(N)    079 06 19.27276(W)     ADJUSTED  
 DD3477* NAVD 88     -         5.01   (+/-2cm)      16.4    (feet)  VERTCON   
 DD3477  ___________________________________________________________________
 DD3477  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DD3477  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3477
 DD3477  HORZ ORDER  -  SECOND
 DD3477  VERT ORDER  -  THIRD ? (See Below)
 DD3477
 DD3477.The horizontal coordinates were established by classical geodetic methods
 DD3477.and adjusted by the National Geodetic Survey in March 2004..
 DD3477
 DD3477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3477.The vertical order pertains to the NGVD 29 superseded value.
 DD3477
 DD3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3477
 DD3477.The geoid height was determined by GEOID03.
 DD3477
 DD3477;                    North         East     Units Scale Factor Converg.
 DD3477;SPC SC       -   181,357.861   785,703.139   MT  0.99980067   +1 03 01.4
 DD3477;SPC SC       -   595,006.11  2,577,766.20   iFT  0.99980067   +1 03 01.4
 DD3477;UTM  17      - 3,703,241.882   676,090.344   MT  0.99998230   +1 02 41.0
 DD3477
 DD3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3477!SPC SC       -   1.00000467  x   0.99980067  =   0.99980534
 DD3477!UTM  17      -   1.00000467  x   0.99998230  =   0.99998697
 DD3477
 DD3477                          SUPERSEDED SURVEY CONTROL
 DD3477
 DD3477  NAD 83(1986)-  33 27 14.96980(N)    079 06 19.27426(W) AD(       ) 2
 DD3477  NAD 83(1986)-  33 27 14.96989(N)    079 06 19.27449(W) AD(       ) 3
 DD3477  NGVD 29 (11/30/89)    5.32   (m)           17.5    (f) LEVELING    3  
 DD3477
 DD3477.Superseded values are not recommended for survey control.
 DD3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3477.See file dsdata.txt to determine how the superseded data were derived.
 DD3477
 DD3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7609003242(NAD 83)
 DD3477_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3477_SETTING: 0 = UNSPECIFIED SETTING
 DD3477_STAMPING: 4315 1987
 DD3477_MARK LOGO: SCCC  
 DD3477_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3477+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3477
 DD3477  HISTORY     - Date     Condition        Report By
 DD3477  HISTORY     - 1987     MONUMENTED       SCCC
 DD3477
 DD3477                          STATION DESCRIPTION
 DD3477
 DD3477'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3477'THE STATION IS LOCATED IN LITCHFIELD ON THE SOUTH END OF THE BEACH.
 DD3477'TO REACH THE STATION FROM THE SOUTH END OF LITCHFIELD INN, CONTINUE
 DD3477'SOUTHWEST ALONG THE BEACH FOR (1.10 MI) TO THE STATION ON THE RIGHT
 DD3477'LOCATED AT THE TOP OF THE HIGH DUNE.
 DD3477'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3477'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3477'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4610 ***********************************************************************
 DD4610  DESIGNATION -  4315 B
 DD4610  PID         -  DD4610
 DD4610  STATE/COUNTY-  SC/GEORGETOWN
 DD4610  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4610
 DD4610                         *CURRENT SURVEY CONTROL
 DD4610  ___________________________________________________________________
 DD4610* NAD 83(2001)-  33 27 15.58842(N)    079 06 20.71774(W)     ADJUSTED  
 DD4610* NAVD 88     -         2.987  (meters)       9.80   (feet)  ADJUSTED  
 DD4610  ___________________________________________________________________
 DD4610  X           -   1,006,755.239 (meters)                     COMP
 DD4610  Y           -  -5,230,835.306 (meters)                     COMP
 DD4610  Z           -   3,496,091.709 (meters)                     COMP
 DD4610  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DD4610  ELLIP HEIGHT-         -31.77  (meters)          (03/27/03) GPS OBS
 DD4610  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4610  DYNAMIC HT  -           2.984 (meters)       9.79  (feet)  COMP
 DD4610  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DD4610
 DD4610  HORZ ORDER  -  SECOND
 DD4610  VERT ORDER  -  THIRD
 DD4610  ELLP ORDER  -  FOURTH    CLASS II
 DD4610
 DD4610.The horizontal coordinates were established by GPS observations
 DD4610.and adjusted by the National Geodetic Survey in March 2003..
 DD4610
 DD4610.The orthometric height was determined by differential leveling
 DD4610.and adjusted by the National Geodetic Survey in April 1995..
 DD4610
 DD4610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4610
 DD4610.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4610
 DD4610.The ellipsoidal height was determined by GPS observations
 DD4610.and is referenced to NAD 83.
 DD4610
 DD4610.The geoid height was determined by GEOID03.
 DD4610
 DD4610.The dynamic height is computed by dividing the NAVD 88
 DD4610.geopotential number by the normal gravity value computed on the
 DD4610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4610.degrees latitude (g = 980.6199 gals.).
 DD4610
 DD4610.The modeled gravity was interpolated from observed gravity values.
 DD4610
 DD4610;                    North         East     Units Scale Factor Converg.
 DD4610;SPC SC       -   181,376.514   785,665.481   MT  0.99980066   +1 03 00.6
 DD4610;SPC SC       -   595,067.30  2,577,642.65   iFT  0.99980066   +1 03 00.6
 DD4610;UTM  17      - 3,703,260.541   676,052.681   MT  0.99998213   +1 02 40.2
 DD4610
 DD4610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4610!SPC SC       -   1.00000499  x   0.99980066  =   0.99980565
 DD4610!UTM  17      -   1.00000499  x   0.99998213  =   0.99998712
 DD4610
 DD4610                          SUPERSEDED SURVEY CONTROL
 DD4610
 DD4610  NAD 83(1995)-  33 27 15.59010(N)    079 06 20.71740(W) AD(       ) 2
 DD4610  ELLIP H (12/20/99)  -31.82   (m)                       GP(       ) 4 1
 DD4610  NAD 83(1986)-  33 27 15.59847(N)    079 06 20.72060(W) AD(       ) 2
 DD4610  NGVD 29 (05/09/91)    3.300  (m)           10.83   (f) ADJUSTED    3 0
 DD4610
 DD4610.Superseded values are not recommended for survey control.
 DD4610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4610.See file dsdata.txt to determine how the superseded data were derived.
 DD4610
 DD4610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7605303261(NAD 83)
 DD4610_MARKER: DD = SURVEY DISK
 DD4610_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4610_SP_SET: ALUMINUM ALLOY ROD
 DD4610_STAMPING: 4315 B 1990
 DD4610_MARK LOGO: SCCC  
 DD4610_PROJECTION: PROJECTING 15 CENTIMETERS
 DD4610_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4610+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4610_ROD/PIPE-DEPTH: 11.9 meters
 DD4610
 DD4610  HISTORY     - Date     Condition        Report By
 DD4610  HISTORY     - 1990     MONUMENTED       NGS
 DD4610
 DD4610                          STATION DESCRIPTION
 DD4610
 DD4610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4610'THE STATION IS LOCATED IN LITCHFIELD, ON SOUTH END OF BEACH, ON LOW
 DD4610'SAND DUNES AND ABOUT 125 YARDS WEST OF THE ATLANTIC OCEAN.
 DD4610'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4610'SC 29202, PHONE 803-737-1314.
 DD4610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4610'ROAD S-22-302 IN LITCHFIELD, GO EAST ON STATE ROAD S-22-302 FOR 0.7
 DD4610'KM (0.4 MI) TO A FORK, KEEP RIGHT AND GO SOUTHWEST ON NORRIS DRIVE, A
 DD4610'PAVED ROAD, FOR 0.88 KM (0.55 MI) TO A GUARD HOUSE AT INLET POINT
 DD4610'CONDOS (PRIVATE PROPERTY), CONTINUE SOUTHWEST ON THE PAVED ROAD FOR
 DD4610'0.6 KM (0.4 MI) TO END OF PAVEMENT (4 X 4 VEHICLE NEEDED FROM HERE),
 DD4610'CONTINUE SOUTHWEST ACROSS COUNTY, KEEPING WEST OF THE BEACH AND EAST
 DD4610'OF THE SAND DUNES FOR 0.6 KM (0.4 MI) TO THE STATION ON THE RIGHT,
 DD4610'EAST OF A CREEK AND ON A LOW SAND DUNE.
 DD4610'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF AN
 DD4610'ALUMINUM ROD.  LOCATED 20.2 M (66.3 FT) SOUTHEAST FROM THE HIGH WATER
 DD4610'LINE OF THE CREEK AND 0.4 M (1.3 FT) NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1121 ***********************************************************************
 DE1121  DESIGNATION -  433
 DE1121  PID         -  DE1121
 DE1121  STATE/COUNTY-  SC/SALUDA
 DE1121  USGS QUAD   -  EMORY (1982)
 DE1121
 DE1121                         *CURRENT SURVEY CONTROL
 DE1121  ___________________________________________________________________
 DE1121* NAD 83(1986)-  33 56 24.     (N)    081 44 48.     (W)     SCALED    
 DE1121* NAVD 88     -       131.833  (meters)     432.52   (feet)  ADJUSTED  
 DE1121  ___________________________________________________________________
 DE1121  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DE1121  DYNAMIC HT  -         131.698 (meters)     432.08  (feet)  COMP
 DE1121  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 DE1121
 DE1121  VERT ORDER  -  SECOND    CLASS 0
 DE1121
 DE1121.The horizontal coordinates were scaled from a topographic map and have
 DE1121.an estimated accuracy of +/- 6 seconds.
 DE1121
 DE1121.The orthometric height was determined by differential leveling
 DE1121.and adjusted by the National Geodetic Survey in June 1991..
 DE1121
 DE1121.The geoid height was determined by GEOID03.
 DE1121
 DE1121.The dynamic height is computed by dividing the NAVD 88
 DE1121.geopotential number by the normal gravity value computed on the
 DE1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1121.degrees latitude (g = 980.6199 gals.).
 DE1121
 DE1121.The modeled gravity was interpolated from observed gravity values.
 DE1121
 DE1121;                    North         East    Units  Estimated Accuracy
 DE1121;SPC SC       -   233,870.      540,590.      MT  (+/- 180 meters Scaled)
 DE1121
 DE1121                          SUPERSEDED SURVEY CONTROL
 DE1121
 DE1121  NGVD 29 (??/??/92)  132.043  (m)          433.21   (f) ADJ UNCH    2 0
 DE1121
 DE1121.Superseded values are not recommended for survey control.
 DE1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1121.See file dsdata.txt to determine how the superseded data were derived.
 DE1121
 DE1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT309557(NAD 83)
 DE1121_MARKER: P = PIPE CAP
 DE1121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1121_STAMPING: USGS BM 433 1919
 DE1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1121
 DE1121  HISTORY     - Date     Condition        Report By
 DE1121  HISTORY     - 1919     MONUMENTED       USGS
 DE1121  HISTORY     - 1934     GOOD             NGS
 DE1121  HISTORY     - 19920622 MARK NOT FOUND   SCGS
 DE1121
 DE1121                          STATION DESCRIPTION
 DE1121
 DE1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DE1121'6.3 MI N FROM WARD.
 DE1121'6.3 MILES NORTH ALONG THE AUGUSTA NORTHERN RAILWAY FROM WARD,
 DE1121'SALUDA COUNTY, 108 FEET SOUTH OF THE SWITCH AT BELL SIDING, 6 FEET
 DE1121'NORTH OF THE CENTER OF A CROSSING, AND 30 FEET EAST OF THE
 DE1121'CENTERLINE OF THE RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL SURVEY
 DE1121'STANDARD CAP, STAMPED U.S.G.S. B.M. 433 1919 AND RIVETED ON THE
 DE1121'TOP OF A 3-1/2-INCH IRON PIPE.
 DE1121
 DE1121                          STATION RECOVERY (1992)
 DE1121
 DE1121'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE1121'INSUFFICIENT REFERENCE MEASUREMENTS, MEASUREMENTS CONVERGED IN DIM
 DE1121'LOGGING ROAD, METAL DETECTOR MIGHT HAVE HELPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3478 ***********************************************************************
 DD3478  DESIGNATION -  4330
 DD3478  PID         -  DD3478
 DD3478  STATE/COUNTY-  SC/GEORGETOWN
 DD3478  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3478
 DD3478                         *CURRENT SURVEY CONTROL
 DD3478  ___________________________________________________________________
 DD3478* NAD 83(2001)-  33 27 48.11733(N)    079 06 00.44920(W)     ADJUSTED  
 DD3478* NAVD 88     -         5.07   (+/-2cm)      16.6    (feet)  VERTCON   
 DD3478  ___________________________________________________________________
 DD3478  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DD3478  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3478
 DD3478  HORZ ORDER  -  SECOND
 DD3478  VERT ORDER  -  THIRD ? (See Below)
 DD3478
 DD3478.The horizontal coordinates were established by classical geodetic methods
 DD3478.and adjusted by the National Geodetic Survey in March 2004..
 DD3478
 DD3478.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3478.The vertical order pertains to the NGVD 29 superseded value.
 DD3478
 DD3478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3478
 DD3478.The geoid height was determined by GEOID03.
 DD3478
 DD3478;                    North         East     Units Scale Factor Converg.
 DD3478;SPC SC       -   182,387.936   786,170.312   MT  0.99980008   +1 03 11.8
 DD3478;SPC SC       -   598,385.62  2,579,298.92   iFT  0.99980008   +1 03 11.8
 DD3478;UTM  17      - 3,704,272.099   676,557.702   MT  0.99998433   +1 02 52.3
 DD3478
 DD3478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3478!SPC SC       -   1.00000466  x   0.99980008  =   0.99980474
 DD3478!UTM  17      -   1.00000466  x   0.99998433  =   0.99998899
 DD3478
 DD3478                          SUPERSEDED SURVEY CONTROL
 DD3478
 DD3478  NAD 83(1986)-  33 27 48.12652(N)    079 06 00.45064(W) AD(       ) 2
 DD3478  NAD 83(1986)-  33 27 48.12663(N)    079 06 00.45094(W) AD(       ) 3
 DD3478  NGVD 29 (11/30/89)    5.38   (m)           17.7    (f) LEVELING    3  
 DD3478
 DD3478.Superseded values are not recommended for survey control.
 DD3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3478.See file dsdata.txt to determine how the superseded data were derived.
 DD3478
 DD3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7655804272(NAD 83)
 DD3478_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3478_SETTING: 0 = UNSPECIFIED SETTING
 DD3478_STAMPING: 4330 1987
 DD3478_MARK LOGO: SCCC  
 DD3478_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3478+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3478
 DD3478  HISTORY     - Date     Condition        Report By
 DD3478  HISTORY     - 1987     MONUMENTED       SCCC
 DD3478
 DD3478                          STATION DESCRIPTION
 DD3478
 DD3478'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3478'THE STATION IS LOCATED IN LITCHFIELD ALONG S-22-302.  TO REACH THE
 DD3478'STATION FROM THE SOUTH END OF LITCHFIELD INN, CONTINUE SOUTH FOR
 DD3478'(0.40 MI) TO THE STATION ON THE LEFT LOCATED ON THE BEACH SIDE OF
 DD3478'RENTAL HOUSE NUMBER 55.
 DD3478'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3478'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3478'PROJECTING (0.5 FT) ABOVE THE SURFACE OF THE GROUND, (44.8 FT) SOUTH
 DD3478'SOUTHWEST FROM THE SOUTHEAST CORNER OF THE TWO-STORY FRAME HOUSE
 DD3478'NUMBER 55, (89.7 FT) NORTH NORTHEAST FROM THE SOUTHEAST CORNER OF THE
 DD3478'TWO-STORY FRAME HOUSE NUMBER 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4444 ***********************************************************************
 DD4444  DESIGNATION -  4330 B
 DD4444  PID         -  DD4444
 DD4444  STATE/COUNTY-  SC/GEORGETOWN
 DD4444  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4444
 DD4444                         *CURRENT SURVEY CONTROL
 DD4444  ___________________________________________________________________
 DD4444* NAD 83(2001)-  33 27 49.14350(N)    079 06 02.38681(W)     ADJUSTED  
 DD4444* NAVD 88     -         2.498  (meters)       8.20   (feet)  ADJUSTED  
 DD4444  ___________________________________________________________________
 DD4444  X           -   1,007,112.254 (meters)                     COMP
 DD4444  Y           -  -5,230,185.722 (meters)                     COMP
 DD4444  Z           -   3,496,953.915 (meters)                     COMP
 DD4444  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DD4444  ELLIP HEIGHT-         -32.26  (meters)          (03/27/03) GPS OBS
 DD4444  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4444  DYNAMIC HT  -           2.495 (meters)       8.19  (feet)  COMP
 DD4444  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 DD4444
 DD4444  HORZ ORDER  -  FIRST
 DD4444  VERT ORDER  -  FIRST     CLASS II
 DD4444  ELLP ORDER  -  FOURTH    CLASS II
 DD4444
 DD4444.The horizontal coordinates were established by GPS observations
 DD4444.and adjusted by the National Geodetic Survey in March 2003..
 DD4444
 DD4444.The orthometric height was determined by differential leveling
 DD4444.and adjusted by the National Geodetic Survey in June 1991..
 DD4444
 DD4444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4444
 DD4444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4444
 DD4444.The ellipsoidal height was determined by GPS observations
 DD4444.and is referenced to NAD 83.
 DD4444
 DD4444.The geoid height was determined by GEOID03.
 DD4444
 DD4444.The dynamic height is computed by dividing the NAVD 88
 DD4444.geopotential number by the normal gravity value computed on the
 DD4444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4444.degrees latitude (g = 980.6199 gals.).
 DD4444
 DD4444.The modeled gravity was interpolated from observed gravity values.
 DD4444
 DD4444;                    North         East     Units Scale Factor Converg.
 DD4444;SPC SC       -   182,418.620   786,119.715   MT  0.99980007   +1 03 10.8
 DD4444;SPC SC       -   598,486.29  2,579,132.92   iFT  0.99980007   +1 03 10.8
 DD4444;UTM  17      - 3,704,302.794   676,507.099   MT  0.99998411   +1 02 51.3
 DD4444
 DD4444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4444!SPC SC       -   1.00000506  x   0.99980007  =   0.99980513
 DD4444!UTM  17      -   1.00000506  x   0.99998411  =   0.99998917
 DD4444
 DD4444:                Primary Azimuth Mark                     Grid Az
 DD4444:SPC SC       -  4360 B                                   030 33 23.7
 DD4444:UTM  17      -  4360 B                                   030 33 43.2
 DD4444
 DD4444|---------------------------------------------------------------------|
 DD4444| PID    Reference Object                     Distance      Geod. Az  |
 DD4444|                                                           dddmmss.s |
 DD4444| DD4609 4360 B                              APPROX. 0.5 KM 0313634.5 |
 DD4444|---------------------------------------------------------------------|
 DD4444
 DD4444                          SUPERSEDED SURVEY CONTROL
 DD4444
 DD4444  NAD 83(1995)-  33 27 49.14505(N)    079 06 02.38652(W) AD(       ) 1
 DD4444  ELLIP H (12/20/99)  -32.32   (m)                       GP(       ) 4 1
 DD4444  NAD 83(1986)-  33 27 49.15379(N)    079 06 02.39007(W) AD(       ) 1
 DD4444  NGVD 29 (05/09/91)    2.811  (m)            9.22   (f) ADJUSTED    1 2
 DD4444
 DD4444.Superseded values are not recommended for survey control.
 DD4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4444.See file dsdata.txt to determine how the superseded data were derived.
 DD4444
 DD4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7650704303(NAD 83)
 DD4444_MARKER: DD = SURVEY DISK
 DD4444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4444_SP_SET: CONCRETE POST
 DD4444_STAMPING: 4330 B 1990
 DD4444_MARK LOGO: SCCC  
 DD4444_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4444+STABILITY: SURFACE MOTION
 DD4444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4444+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD4444
 DD4444  HISTORY     - Date     Condition        Report By
 DD4444  HISTORY     - 1990     MONUMENTED       NGS
 DD4444  HISTORY     - 19900505 GOOD             NGS
 DD4444  HISTORY     - 19900918 GOOD             NGS
 DD4444
 DD4444                          STATION DESCRIPTION
 DD4444
 DD4444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4444'12.3 KM (7.64 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD4444'JUNCTION OF STATE HIGHWAY 707 IN MURRELLS INLET, THENCE 0.6 KM (0.37
 DD4444'MI) EASTERLY ALONG STATE HIGHWAY 303, THENCE 0.9 KM (0.56 MI)
 DD4444'SOUTHWESTERLY ALONG STATE HIGHWAY 303, 16.5 M (54.13 FT) NORTHWEST OF
 DD4444'UTILITY POLE NUMBER 70723 WITH A TRANSFORMER, 12.7 M (41.67 FT) EAST
 DD4444'OF THE EAST CORNER OF A PYLON SUPPORTING A PORCH OF HOUSE NUMBER 66,
 DD4444'11.1 M (36.42 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE PILOT
 DD4444'HOUSE, 8.2 M (26.90 FT) NORTHWEST OF AND LEVEL WITH THE ROAD
 DD4444'CENTERLINE, 2.3 M (7.55 FT) EAST OF UTILITY POLE NUMBER 73831, 2.2 M
 DD4444'(7.22 FT) EAST OF A WITNESS POST, 1.8 M (5.91 FT) SOUTHEAST OF
 DD4444'UTILITY PEDESTAL NUMBER 17-02, AND IN A CONCRETE MONUMENT THAT IS
 DD4444'FLUSH WITH THE GROUND SURFACE.
 DD4444
 DD4444                          STATION RECOVERY (1990)
 DD4444
 DD4444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4444'OWNERSHIP--SCHDPT PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DD4444'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD4444'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17
 DD4444'BUSINESS 3.20 KM (1.99 MI) SOUTH-SOUTHWEST OF MURRELLS INLET), GO
 DD4444'SOUTH-SOUTHWEST ON HIGHWAY 17 FOR 7.36 KM (4.57 MI) TO THE JUNCTION
 DD4444'OF STATE RAOD 303, TURN LEFT ON ROAD 303 FOR 0.64 KM (0.40 MI) TO A
 DD4444'FORK, BEAR RIGHT ON ROAD 303 FOR 0.88 KM (0.55 MI) TO THE STATION ON
 DD4444'THE RIGHT, NEAR A POWER POLE.
 DD4444'THE STATION IS A STANDARD SCCC DISK SET ON TOP OF A CONCRETE POST,
 DD4444'FLUSH WITH THE GROUND.  LOCATED 16.5 M (54.1 FT) NORTHWEST OF A POWER
 DD4444'POLE WITH A TRANSFORMER, 12.7 M (41.7 FT) EAST OF THE EAST CORNER OF
 DD4444'THE EAST CONCRETE PYLON SUPPORTING A PORCH FOR HOUSE NO. 66, 11.06 M
 DD4444'(36.29 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTHEAST
 DD4444'CONCRETE BLOCKSUPPORTS FOR THE PORCH OF A WOODEN HOUSE (PILOT HOUSE),
 DD4444'8.2 M (26.9 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 2.3 M
 DD4444'(7.5 FT) EAST OF THE POWER POLE NO. 73831, 2.16 M (7.09 FT) EAST OF A
 DD4444'FIBERGLASS WITNESS POST AND 1.80 M (5.91 FT) SOUTHEAST OF A TELEPHONE
 DD4444'JUNCTION BOX NO. 17-02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1062 ***********************************************************************
 DE1062  DESIGNATION -  436
 DE1062  PID         -  DE1062
 DE1062  STATE/COUNTY-  SC/AIKEN
 DE1062  USGS QUAD   -  TRENTON (1982)
 DE1062
 DE1062                         *CURRENT SURVEY CONTROL
 DE1062  ___________________________________________________________________
 DE1062* NAD 83(1986)-  33 40 28.     (N)    081 48 38.     (W)     SCALED    
 DE1062* NAVD 88     -       132.822  (meters)     435.77   (feet)  ADJUSTED  
 DE1062  ___________________________________________________________________
 DE1062  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DE1062  DYNAMIC HT  -         132.681 (meters)     435.30  (feet)  COMP
 DE1062  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 DE1062
 DE1062  VERT ORDER  -  FIRST     CLASS II
 DE1062
 DE1062.The horizontal coordinates were scaled from a topographic map and have
 DE1062.an estimated accuracy of +/- 6 seconds.
 DE1062
 DE1062.The orthometric height was determined by differential leveling
 DE1062.and adjusted by the National Geodetic Survey in June 1991..
 DE1062
 DE1062.The geoid height was determined by GEOID03.
 DE1062
 DE1062.The dynamic height is computed by dividing the NAVD 88
 DE1062.geopotential number by the normal gravity value computed on the
 DE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1062.degrees latitude (g = 980.6199 gals.).
 DE1062
 DE1062.The modeled gravity was interpolated from observed gravity values.
 DE1062
 DE1062;                    North         East    Units  Estimated Accuracy
 DE1062;SPC SC       -   204,470.      534,450.      MT  (+/- 180 meters Scaled)
 DE1062
 DE1062                          SUPERSEDED SURVEY CONTROL
 DE1062
 DE1062  NGVD 29 (??/??/92)  133.044  (m)          436.50   (f) ADJ UNCH    1 2
 DE1062
 DE1062.Superseded values are not recommended for survey control.
 DE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1062.See file dsdata.txt to determine how the superseded data were derived.
 DE1062
 DE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT248263(NAD 83)
 DE1062_MARKER: P = PIPE CAP
 DE1062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1062_STAMPING: 436 1918
 DE1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1062
 DE1062  HISTORY     - Date     Condition        Report By
 DE1062  HISTORY     - 1918     MONUMENTED       USGS
 DE1062  HISTORY     - 1960     GOOD             NGS
 DE1062  HISTORY     - 20001204 MARK NOT FOUND   SCGS
 DE1062
 DE1062                          STATION DESCRIPTION
 DE1062
 DE1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE1062'4.6 MI NW FROM VAUCLUSE.
 DE1062'ABOUT 4.55 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DE1062'CROSSING OF STATE HIGHWAY 191 AT VAUCLUSE, ABOUT 15 RAILS SOUTH
 DE1062'OF MILEPOST 170, ON THE OUTSIDE OF AND AT THE SOUTH END OF A
 DE1062'LONG CURVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTH, 23 FEET
 DE1062'EAST OF THE EAST RAIL, AT THE SOUTHWEST EDGE OF A 2-FOOT RIDGE
 DE1062'THAT LEADS NORTHEAST AND AWAY FROM THE TRACK, 86 FEET SOUTH OF
 DE1062'TELEPHONE POLE E, (THE 4TH. POLE SOUTH OF THE MILEPOST), 9 FEET
 DE1062'WEST OF THE LINE OF POLES, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 DE1062'TRACK, AND RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 DE1062'7 INCHES.
 DE1062
 DE1062                          STATION RECOVERY (2000)
 DE1062
 DE1062'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE1062'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, PRESUMED DESTROYED
 DE1062'BY FIBER OPTIC LINE.  RECOVERY BY M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3479 ***********************************************************************
 DD3479  DESIGNATION -  4360
 DD3479  PID         -  DD3479
 DD3479  STATE/COUNTY-  SC/GEORGETOWN
 DD3479  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3479
 DD3479                         *CURRENT SURVEY CONTROL
 DD3479  ___________________________________________________________________
 DD3479* NAD 83(2001)-  33 28 03.39823(N)    079 05 49.96638(W)     ADJUSTED  
 DD3479* NAVD 88     -         5.27   (+/-2cm)      17.3    (feet)  VERTCON   
 DD3479  ___________________________________________________________________
 DD3479  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DD3479  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3479
 DD3479  HORZ ORDER  -  SECOND
 DD3479  VERT ORDER  -  THIRD ? (See Below)
 DD3479
 DD3479.The horizontal coordinates were established by classical geodetic methods
 DD3479.and adjusted by the National Geodetic Survey in March 2004..
 DD3479
 DD3479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3479.The vertical order pertains to the NGVD 29 superseded value.
 DD3479
 DD3479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3479
 DD3479.The geoid height was determined by GEOID03.
 DD3479
 DD3479;                    North         East     Units Scale Factor Converg.
 DD3479;SPC SC       -   182,863.531   786,432.241   MT  0.99979982   +1 03 17.7
 DD3479;SPC SC       -   599,945.97  2,580,158.27   iFT  0.99979982   +1 03 17.7
 DD3479;UTM  17      - 3,704,747.759   676,819.724   MT  0.99998547   +1 02 58.5
 DD3479
 DD3479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3479!SPC SC       -   1.00000463  x   0.99979982  =   0.99980445
 DD3479!UTM  17      -   1.00000463  x   0.99998547  =   0.99999010
 DD3479
 DD3479                          SUPERSEDED SURVEY CONTROL
 DD3479
 DD3479  NAD 83(1986)-  33 28 03.40742(N)    079 05 49.96788(W) AD(       ) 2
 DD3479  NAD 83(1986)-  33 28 03.40754(N)    079 05 49.96818(W) AD(       ) 3
 DD3479  NGVD 29 (11/30/89)    5.58   (m)           18.3    (f) LEVELING    3  
 DD3479
 DD3479.Superseded values are not recommended for survey control.
 DD3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3479.See file dsdata.txt to determine how the superseded data were derived.
 DD3479
 DD3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7682004748(NAD 83)
 DD3479_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3479_SETTING: 0 = UNSPECIFIED SETTING
 DD3479_STAMPING: 4360 1987
 DD3479_MARK LOGO: SCCC  
 DD3479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3479+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3479
 DD3479  HISTORY     - Date     Condition        Report By
 DD3479  HISTORY     - 1987     MONUMENTED       SCCC
 DD3479
 DD3479                          STATION DESCRIPTION
 DD3479
 DD3479'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3479'THE STATION IS LOCATED IN LITCHFIELD ALONG S-22-302, APPROXIMATELY
 DD3479'(300.0 FT) SOUTH FROM THE SOUTH END OF LITCHFIELD INN, LOCATED ON THE
 DD3479'LEFT AT THE TOP OF THE DUNE ON THE BEACH SIDE OF THE HOUSES.
 DD3479'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3479'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3479'PROJECTING (0.5 FT) ABOVE THE SURFACE OF THE GROUND, (56.8 FT) SOUTH
 DD3479'SOUTHEAST FROM THE SOUTH CORNER OF THE HOUSE (DUCHESS), (49.9 FT)
 DD3479'SOUTHEAST FROM THE EAST CORNER OF THE HOUSE (MOYD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4609 ***********************************************************************
 DD4609  DESIGNATION -  4360 B
 DD4609  PID         -  DD4609
 DD4609  STATE/COUNTY-  SC/GEORGETOWN
 DD4609  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4609
 DD4609                         *CURRENT SURVEY CONTROL
 DD4609  ___________________________________________________________________
 DD4609* NAD 83(2001)-  33 28 04.12311(N)    079 05 51.38697(W)     ADJUSTED  
 DD4609* NAVD 88     -         2.508  (meters)       8.23   (feet)  ADJUSTED  
 DD4609  ___________________________________________________________________
 DD4609  X           -   1,007,343.040 (meters)                     COMP
 DD4609  Y           -  -5,229,882.116 (meters)                     COMP
 DD4609  Z           -   3,497,338.916 (meters)                     COMP
 DD4609  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DD4609  ELLIP HEIGHT-         -32.25  (meters)          (03/27/03) GPS OBS
 DD4609  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4609  DYNAMIC HT  -           2.505 (meters)       8.22  (feet)  COMP
 DD4609  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 DD4609
 DD4609  HORZ ORDER  -  SECOND
 DD4609  VERT ORDER  -  THIRD
 DD4609  ELLP ORDER  -  FOURTH    CLASS II
 DD4609
 DD4609.The horizontal coordinates were established by GPS observations
 DD4609.and adjusted by the National Geodetic Survey in March 2003..
 DD4609
 DD4609.The orthometric height was determined by differential leveling
 DD4609.and adjusted by the National Geodetic Survey in April 1995..
 DD4609
 DD4609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4609
 DD4609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4609
 DD4609.The ellipsoidal height was determined by GPS observations
 DD4609.and is referenced to NAD 83.
 DD4609
 DD4609.The geoid height was determined by GEOID03.
 DD4609
 DD4609.The dynamic height is computed by dividing the NAVD 88
 DD4609.geopotential number by the normal gravity value computed on the
 DD4609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4609.degrees latitude (g = 980.6199 gals.).
 DD4609
 DD4609.The modeled gravity was interpolated from observed gravity values.
 DD4609
 DD4609;                    North         East     Units Scale Factor Converg.
 DD4609;SPC SC       -   182,885.181   786,395.162   MT  0.99979981   +1 03 16.9
 DD4609;SPC SC       -   600,017.00  2,580,036.62   iFT  0.99979981   +1 03 16.9
 DD4609;UTM  17      - 3,704,769.416   676,782.640   MT  0.99998531   +1 02 57.8
 DD4609
 DD4609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4609!SPC SC       -   1.00000506  x   0.99979981  =   0.99980487
 DD4609!UTM  17      -   1.00000506  x   0.99998531  =   0.99999037
 DD4609
 DD4609:                Primary Azimuth Mark                     Grid Az
 DD4609:SPC SC       -  4330 B                                   210 33 23.7
 DD4609:UTM  17      -  4330 B                                   210 33 42.8
 DD4609
 DD4609|---------------------------------------------------------------------|
 DD4609| PID    Reference Object                     Distance      Geod. Az  |
 DD4609|                                                           dddmmss.s |
 DD4609| DD4444 4330 B                              APPROX. 0.5 KM 2113640.6 |
 DD4609|---------------------------------------------------------------------|
 DD4609
 DD4609                          SUPERSEDED SURVEY CONTROL
 DD4609
 DD4609  NAD 83(1995)-  33 28 04.12464(N)    079 05 51.38670(W) AD(       ) 2
 DD4609  ELLIP H (12/20/99)  -32.30   (m)                       GP(       ) 4 1
 DD4609  NAD 83(1986)-  33 28 04.13337(N)    079 05 51.39003(W) AD(       ) 2
 DD4609  NGVD 29 (05/09/91)    2.821  (m)            9.26   (f) ADJUSTED    3 0
 DD4609
 DD4609.Superseded values are not recommended for survey control.
 DD4609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4609.See file dsdata.txt to determine how the superseded data were derived.
 DD4609
 DD4609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7678304769(NAD 83)
 DD4609_MARKER: DD = SURVEY DISK
 DD4609_SETTING: 0 = UNSPECIFIED SETTING
 DD4609_STAMPING: 4360 B 1990
 DD4609_MARK LOGO: SCCC  
 DD4609_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4609+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4609
 DD4609  HISTORY     - Date     Condition        Report By
 DD4609  HISTORY     - 1990     MONUMENTED       NGS
 DD4609
 DD4609                          STATION DESCRIPTION
 DD4609
 DD4609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4609'THE STATION IS LOCATED IN LITCHFIELD, ALONG NORRIS DRIVE (S-22-302).
 DD4609'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4609'SC 29202, PHONE 803-737-1314.
 DD4609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4609'ROAD S-22-302 IN LITCHFIELD, GO EAST ON STATE ROAD S-22-302 FOR 0.7
 DD4609'KM (0.4 MI) TO A FORK, KEEP RIGHT AND GO SOUTHWEST ON NORRIS DRIVE
 DD4609'FOR 0.4 KM (0.2 MI) TO THE STATION ON THE LEFT BETWEEN THE DUCHESS
 DD4609'HOUSE AND THE MOYD HOUSE AND POWELL STREET ON THE RIGHT.
 DD4609'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4609'PREFABRICATED ALUMINUM PIPE.  LOCATED 24.6 M (80.7 FT) SOUTHWEST FROM
 DD4609'POWER POLE 24428, 21.5 M (70.5 FT) NORTHEAST FROM POWER POLE 24445,
 DD4609'11.6 M (38.1 FT) SOUTHEAST FROM CENTER OF NORRIS ROAD AND 0.45 M
 DD4609'(1.48 FT) WEST-NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0550 ***********************************************************************
 DE0550  DESIGNATION -  439
 DE0550  PID         -  DE0550
 DE0550  STATE/COUNTY-  SC/AIKEN
 DE0550  USGS QUAD   -  WAGENER (1986)
 DE0550
 DE0550                         *CURRENT SURVEY CONTROL
 DE0550  ___________________________________________________________________
 DE0550* NAD 83(1986)-  33 37 39.     (N)    081 18 43.     (W)     SCALED    
 DE0550* NAVD 88     -       133.56   (+/-2cm)     438.2    (feet)  VERTCON   
 DE0550  ___________________________________________________________________
 DE0550  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DE0550
 DE0550  VERT ORDER  -  ? (See Below)
 DE0550
 DE0550.The horizontal coordinates were scaled from a topographic map and have
 DE0550.an estimated accuracy of +/- 6 seconds.
 DE0550
 DE0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0550.The vertical order pertains to the NGVD 29 superseded value.
 DE0550
 DE0550.The geoid height was determined by GEOID03.
 DE0550
 DE0550;                    North         East    Units  Estimated Accuracy
 DE0550;SPC SC       -   199,010.      580,660.      MT  (+/- 180 meters Scaled)
 DE0550
 DE0550                          SUPERSEDED SURVEY CONTROL
 DE0550
 DE0550  NGVD 29 (??/??/92)  133.805  (m)          438.99   (f) ADJ UNCH    ?  
 DE0550
 DE0550.Superseded values are not recommended for survey control.
 DE0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0550.See file dsdata.txt to determine how the superseded data were derived.
 DE0550
 DE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT710208(NAD 83)
 DE0550_MARKER: P = PIPE CAP
 DE0550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0550_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0550_STAMPING: 439 5 SL 1934
 DE0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE0550+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 DE0550
 DE0550  HISTORY     - Date     Condition        Report By
 DE0550  HISTORY     - 1934     MONUMENTED       USGS
 DE0550  HISTORY     - 1957     GOOD             NGS
 DE0550  HISTORY     - 20000912 MARK NOT FOUND   SCGS
 DE0550
 DE0550                          STATION DESCRIPTION
 DE0550
 DE0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0550'AT PERRY.
 DE0550'AT PERRY, ON THE SOUTHERN RAILWAY, 115 FEET SE OF THE CENTER
 DE0550'OF THE NORTHERLY ONE OF TWO CROSSINGS IN THE TOWN, 20.6 FEET N
 DE0550'OF THE N WALL OF THE RAILWAY STATION, 29.6 FEET ENE OF THE E
 DE0550'RAIL, ABOUT LEVEL WITH TOP OF SAME, 15-1/2 FEET WSW OF THE CENTER
 DE0550'OF A 30-INCH SYCAMORE TREE, 5.7 FEET ENE OF THE CENTER OF A
 DE0550'CREOSOTED TELEPHONE POLE, AND FLUSH WITH THE GROUND.
 DE0550
 DE0550                          STATION RECOVERY (2000)
 DE0550
 DE0550'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE0550'NOT RECOVERED, CHECKED CROSSING ,NO RAILS OR TREES REMAIN, PRESUMED
 DE0550'DESTROYED.  RECOVERY BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3480 ***********************************************************************
 DD3480  DESIGNATION -  4390
 DD3480  PID         -  DD3480
 DD3480  STATE/COUNTY-  SC/GEORGETOWN
 DD3480  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3480
 DD3480                         *CURRENT SURVEY CONTROL
 DD3480  ___________________________________________________________________
 DD3480* NAD 83(2001)-  33 28 22.56189(N)    079 05 35.81640(W)     ADJUSTED  
 DD3480* NAVD 88     -         6.82   (+/-2cm)      22.4    (feet)  VERTCON   
 DD3480  ___________________________________________________________________
 DD3480  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DD3480  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3480
 DD3480  HORZ ORDER  -  SECOND
 DD3480  VERT ORDER  -  THIRD ? (See Below)
 DD3480
 DD3480.The horizontal coordinates were established by classical geodetic methods
 DD3480.and adjusted by the National Geodetic Survey in March 2004..
 DD3480
 DD3480.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3480.The vertical order pertains to the NGVD 29 superseded value.
 DD3480
 DD3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3480
 DD3480.The geoid height was determined by GEOID03.
 DD3480
 DD3480;                    North         East     Units Scale Factor Converg.
 DD3480;SPC SC       -   183,460.460   786,786.588   MT  0.99979950   +1 03 25.5
 DD3480;SPC SC       -   601,904.40  2,581,320.83   iFT  0.99979950   +1 03 25.5
 DD3480;UTM  17      - 3,705,344.767   677,174.192   MT  0.99998702   +1 03 06.9
 DD3480
 DD3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3480!SPC SC       -   1.00000439  x   0.99979950  =   0.99980389
 DD3480!UTM  17      -   1.00000439  x   0.99998702  =   0.99999141
 DD3480
 DD3480                          SUPERSEDED SURVEY CONTROL
 DD3480
 DD3480  NAD 83(1986)-  33 28 22.57114(N)    079 05 35.81803(W) AD(       ) 2
 DD3480  NAD 83(1986)-  33 28 22.57125(N)    079 05 35.81832(W) AD(       ) 3
 DD3480  NGVD 29 (11/30/89)    7.13   (m)           23.4    (f) LEVELING    3  
 DD3480
 DD3480.Superseded values are not recommended for survey control.
 DD3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3480.See file dsdata.txt to determine how the superseded data were derived.
 DD3480
 DD3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7717405345(NAD 83)
 DD3480_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3480_SETTING: 0 = UNSPECIFIED SETTING
 DD3480_STAMPING: 4390 1987
 DD3480_MARK LOGO: SCCC  
 DD3480_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3480+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3480
 DD3480  HISTORY     - Date     Condition        Report By
 DD3480  HISTORY     - 1987     MONUMENTED       SCCC
 DD3480
 DD3480                          STATION DESCRIPTION
 DD3480
 DD3480'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3480'THE STATION IS LOCATED IN LITCHFIELD AT SHIPYARD VILLIAGE (BUILDING
 DD3480'B), THE STATION IS ON THE BEACH SIDE OF THE BUILDING LOCATED ON THE
 DD3480'TOP OF THE DUNE.
 DD3480'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3480'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3480'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (36.1 FT) SOUTH
 DD3480'SOUTHEAST FROM THE NORTHEAST CORNER OF BUILDING B, (84.1 FT) NORTHEAST
 DD3480'FROM THE SOUTHEAST CORNER OF BUILDING B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4608 ***********************************************************************
 DD4608  DESIGNATION -  4390 B
 DD4608  PID         -  DD4608
 DD4608  STATE/COUNTY-  SC/GEORGETOWN
 DD4608  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4608
 DD4608                         *CURRENT SURVEY CONTROL
 DD4608  ___________________________________________________________________
 DD4608* NAD 83(2001)-  33 28 25.17916(N)    079 05 37.20654(W)     ADJUSTED  
 DD4608* NAVD 88     -         2.942  (meters)       9.65   (feet)  ADJUSTED  
 DD4608  ___________________________________________________________________
 DD4608  X           -   1,007,634.960 (meters)                     COMP
 DD4608  Y           -  -5,229,461.891 (meters)                     COMP
 DD4608  Z           -   3,497,880.290 (meters)                     COMP
 DD4608  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 DD4608  ELLIP HEIGHT-         -31.82  (meters)          (03/27/03) GPS OBS
 DD4608  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4608  DYNAMIC HT  -           2.939 (meters)       9.64  (feet)  COMP
 DD4608  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 DD4608
 DD4608  HORZ ORDER  -  SECOND
 DD4608  VERT ORDER  -  THIRD
 DD4608  ELLP ORDER  -  FOURTH    CLASS II
 DD4608
 DD4608.The horizontal coordinates were established by GPS observations
 DD4608.and adjusted by the National Geodetic Survey in March 2003..
 DD4608
 DD4608.The orthometric height was determined by differential leveling
 DD4608.and adjusted by the National Geodetic Survey in April 1995..
 DD4608
 DD4608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4608
 DD4608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4608
 DD4608.The ellipsoidal height was determined by GPS observations
 DD4608.and is referenced to NAD 83.
 DD4608
 DD4608.The geoid height was determined by GEOID03.
 DD4608
 DD4608.The dynamic height is computed by dividing the NAVD 88
 DD4608.geopotential number by the normal gravity value computed on the
 DD4608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4608.degrees latitude (g = 980.6199 gals.).
 DD4608
 DD4608.The modeled gravity was interpolated from observed gravity values.
 DD4608
 DD4608;                    North         East     Units Scale Factor Converg.
 DD4608;SPC SC       -   183,540.404   786,749.221   MT  0.99979946   +1 03 24.7
 DD4608;SPC SC       -   602,166.68  2,581,198.23   iFT  0.99979946   +1 03 24.7
 DD4608;UTM  17      - 3,705,424.729   677,136.826   MT  0.99998685   +1 03 06.2
 DD4608
 DD4608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4608!SPC SC       -   1.00000500  x   0.99979946  =   0.99980445
 DD4608!UTM  17      -   1.00000500  x   0.99998685  =   0.99999185
 DD4608
 DD4608:                Primary Azimuth Mark                     Grid Az
 DD4608:SPC SC       -  4395 B                                   033 33 28.6
 DD4608:UTM  17      -  4395 B                                   033 33 47.1
 DD4608
 DD4608|---------------------------------------------------------------------|
 DD4608| PID    Reference Object                     Distance      Geod. Az  |
 DD4608|                                                           dddmmss.s |
 DD4608| DD4607 4395 B                              496.920 METERS 0343653.3 |
 DD4608|---------------------------------------------------------------------|
 DD4608
 DD4608                          SUPERSEDED SURVEY CONTROL
 DD4608
 DD4608  NAD 83(1995)-  33 28 25.18069(N)    079 05 37.20627(W) AD(       ) 2
 DD4608  ELLIP H (12/20/99)  -31.87   (m)                       GP(       ) 4 1
 DD4608  NAD 83(1986)-  33 28 25.18942(N)    079 05 37.20959(W) AD(       ) 2
 DD4608  NGVD 29 (05/09/91)    3.255  (m)           10.68   (f) ADJUSTED    3 0
 DD4608
 DD4608.Superseded values are not recommended for survey control.
 DD4608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4608.See file dsdata.txt to determine how the superseded data were derived.
 DD4608
 DD4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7713705425(NAD 83)
 DD4608_MARKER: DD = SURVEY DISK
 DD4608_SETTING: 0 = UNSPECIFIED SETTING
 DD4608_STAMPING: 4390 B 1990
 DD4608_MARK LOGO: SCCC  
 DD4608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4608+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4608
 DD4608  HISTORY     - Date     Condition        Report By
 DD4608  HISTORY     - 1990     MONUMENTED       NGS
 DD4608
 DD4608                          STATION DESCRIPTION
 DD4608
 DD4608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4608'THE STATION IS LOCATED ABOUT 9.70 KM (6.03 MI) SOUTHWEST OF MURRELLS
 DD4608'INLET, 5.3 KM (3.3 MI) NORTHEAST OF PAWLEYS ISLAND AND AT THE
 DD4608'LITCHFIELD BY THE SEA RESORT.
 DD4608'OWNERSHIP--THE WACCAMAW NECK LAND COMPANY, P.O. DRAWER 97, PAWLEYS
 DD4608'ISLAND, SC 29585, PHONE 803-237-9551.  CALL HARRY STEWART, PROPERTY
 DD4608'MANAGER, FOR PERMISSION TO ENTER.
 DD4608'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DD4608'HIGHWAY 17 BUSINESS, AT THE SOUTHWEST EDGE OF MURRELLS INLET, GO
 DD4608'SOUTHWEST ON U.S. HIGHWAY 17 FOR 6.28 KM (3.90 MI) TO THE SOUTHWEST 1
 DD4608'OF 2 ENTRANCES TO LITCHFIELD BY THE SEA ON THE LEFT.  TURN LEFT AND
 DD4608'GO SOUTHEAST FOR 0.15 KM (0.09 MI) ON THE ENTRANCE ROAD TO GUARD
 DD4608'HOUSE ON THE LEFT.  CONTINUE AHEAD FOR 0.48 KM (0.30 MI) TO A FORK,
 DD4608'BEAR RIGHT, SOUTHWEST, FOR 0.56 KM (0.35 MI) ON SOUTH DUNES DRIVE TO
 DD4608'A FORK, BEAR LEFT FOR 0.15 KM (0.09 MI) TO SHIPYARD VILLAGE ROAD ON
 DD4608'THE LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.08 KM (0.05 MI) TO CIRCLE
 DD4608'DRIVE IN FRONT OF BUILDING B, A FIVE STORY CONDO, TURN LEFT AND GO
 DD4608'NORTHEAST FOR 0.08 KM (0.05 MI) TO THE NORTH CORNER OF A PARKING LOT
 DD4608'AND THE STATION AHEAD ON THE LEFT.
 DD4608'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD4608'PREFABRICATED ALUMINUM PIPE SURROUNDED BY A PVC PIPE FLUSH WITH THE
 DD4608'GROUND.  LOCATED 21.8 M (71.5 FT) NORTH FROM NORTH CORNER OF PARKING
 DD4608'LOT, 6.0 M (19.7 FT) NORTHEAST FROM NORTHEAST EDGE OF SIDEWALK, 5.65
 DD4608'M (18.54 FT) SOUTH OF WEST CORNER OF SWIMMING POOL DECK AND 4.15 M
 DD4608'(13.62 FT) SOUTHWEST OF A WITNESS POST AT EDGE OF POOL DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3481 ***********************************************************************
 DD3481  DESIGNATION -  4395
 DD3481  PID         -  DD3481
 DD3481  STATE/COUNTY-  SC/GEORGETOWN
 DD3481  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3481
 DD3481                         *CURRENT SURVEY CONTROL
 DD3481  ___________________________________________________________________
 DD3481* NAD 83(2001)-  33 28 37.48796(N)    079 05 24.76279(W)     ADJUSTED  
 DD3481* NAVD 88     -         5.91   (+/-2cm)      19.4    (feet)  VERTCON   
 DD3481  ___________________________________________________________________
 DD3481  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DD3481  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3481
 DD3481  HORZ ORDER  -  SECOND
 DD3481  VERT ORDER  -  THIRD ? (See Below)
 DD3481
 DD3481.The horizontal coordinates were established by classical geodetic methods
 DD3481.and adjusted by the National Geodetic Survey in March 2004..
 DD3481
 DD3481.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3481.The vertical order pertains to the NGVD 29 superseded value.
 DD3481
 DD3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3481
 DD3481.The geoid height was determined by GEOID03.
 DD3481
 DD3481;                    North         East     Units Scale Factor Converg.
 DD3481;SPC SC       -   183,925.418   787,063.389   MT  0.99979926   +1 03 31.6
 DD3481;SPC SC       -   603,429.85  2,582,228.97   iFT  0.99979926   +1 03 31.6
 DD3481;UTM  17      - 3,705,809.787   677,451.087   MT  0.99998823   +1 03 13.4
 DD3481
 DD3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3481!SPC SC       -   1.00000453  x   0.99979926  =   0.99980379
 DD3481!UTM  17      -   1.00000453  x   0.99998823  =   0.99999276
 DD3481
 DD3481                          SUPERSEDED SURVEY CONTROL
 DD3481
 DD3481  NAD 83(1986)-  33 28 37.49726(N)    079 05 24.76455(W) AD(       ) 2
 DD3481  NAD 83(1986)-  33 28 37.49737(N)    079 05 24.76484(W) AD(       ) 3
 DD3481  NGVD 29 (11/30/89)    6.22   (m)           20.4    (f) LEVELING    3  
 DD3481
 DD3481.Superseded values are not recommended for survey control.
 DD3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3481.See file dsdata.txt to determine how the superseded data were derived.
 DD3481
 DD3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7745105810(NAD 83)
 DD3481_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3481_SETTING: 0 = UNSPECIFIED SETTING
 DD3481_STAMPING: 4395 1987
 DD3481_MARK LOGO: SCCC  
 DD3481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3481+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3481
 DD3481  HISTORY     - Date     Condition        Report By
 DD3481  HISTORY     - 1987     MONUMENTED       SCCC
 DD3481
 DD3481                          STATION DESCRIPTION
 DD3481
 DD3481'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3481'THE STATION IS LOCATED IN LITCHFIELD AT THE BEACH HOUSE RECREATION
 DD3481'AREA.
 DD3481'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3481'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3481'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (175.4 FT) SOUTH
 DD3481'SOUTHWEST FROM THE SOUTHEAST CORNER OF THE BEACH HOUSE, (132.3 FT)
 DD3481'SOUTH SOUTHEAST FROM THE SOUTHWEST CORNER OF THE BEACH HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4607 ***********************************************************************
 DD4607  DESIGNATION -  4395 B
 DD4607  PID         -  DD4607
 DD4607  STATE/COUNTY-  SC/GEORGETOWN
 DD4607  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4607
 DD4607                         *CURRENT SURVEY CONTROL
 DD4607  ___________________________________________________________________
 DD4607* NAD 83(2001)-  33 28 38.45300(N)    079 05 26.27337(W)     ADJUSTED  
 DD4607* NAVD 88     -         2.940  (meters)       9.65   (feet)  ADJUSTED  
 DD4607  ___________________________________________________________________
 DD4607  X           -   1,007,869.459 (meters)                     COMP
 DD4607  Y           -  -5,229,186.979 (meters)                     COMP
 DD4607  Z           -   3,498,221.408 (meters)                     COMP
 DD4607  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 DD4607  ELLIP HEIGHT-         -31.82  (meters)          (03/27/03) GPS OBS
 DD4607  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4607  DYNAMIC HT  -           2.937 (meters)       9.64  (feet)  COMP
 DD4607  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 DD4607
 DD4607  HORZ ORDER  -  SECOND
 DD4607  VERT ORDER  -  THIRD
 DD4607  ELLP ORDER  -  FOURTH    CLASS II
 DD4607
 DD4607.The horizontal coordinates were established by GPS observations
 DD4607.and adjusted by the National Geodetic Survey in March 2003..
 DD4607
 DD4607.The orthometric height was determined by differential leveling
 DD4607.and adjusted by the National Geodetic Survey in April 1995..
 DD4607
 DD4607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4607
 DD4607.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4607
 DD4607.The ellipsoidal height was determined by GPS observations
 DD4607.and is referenced to NAD 83.
 DD4607
 DD4607.The geoid height was determined by GEOID03.
 DD4607
 DD4607.The dynamic height is computed by dividing the NAVD 88
 DD4607.geopotential number by the normal gravity value computed on the
 DD4607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4607.degrees latitude (g = 980.6199 gals.).
 DD4607
 DD4607.The modeled gravity was interpolated from observed gravity values.
 DD4607
 DD4607;                    North         East     Units Scale Factor Converg.
 DD4607;SPC SC       -   183,954.418   787,023.853   MT  0.99979924   +1 03 30.8
 DD4607;SPC SC       -   603,524.99  2,582,099.26   iFT  0.99979924   +1 03 30.8
 DD4607;UTM  17      - 3,705,838.796   677,411.546   MT  0.99998805   +1 03 12.6
 DD4607
 DD4607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4607!SPC SC       -   1.00000500  x   0.99979924  =   0.99980423
 DD4607!UTM  17      -   1.00000500  x   0.99998805  =   0.99999305
 DD4607
 DD4607:                Primary Azimuth Mark                     Grid Az
 DD4607:SPC SC       -  4390 B                                   213 33 28.5
 DD4607:UTM  17      -  4390 B                                   213 33 46.7
 DD4607
 DD4607|---------------------------------------------------------------------|
 DD4607| PID    Reference Object                     Distance      Geod. Az  |
 DD4607|                                                           dddmmss.s |
 DD4607| DD4608 4390 B                              496.920 METERS 2143659.3 |
 DD4607|---------------------------------------------------------------------|
 DD4607
 DD4607                          SUPERSEDED SURVEY CONTROL
 DD4607
 DD4607  NAD 83(1995)-  33 28 38.45447(N)    079 05 26.27315(W) AD(       ) 2
 DD4607  ELLIP H (12/20/99)  -31.88   (m)                       GP(       ) 4 1
 DD4607  NAD 83(1986)-  33 28 38.46329(N)    079 05 26.27651(W) AD(       ) 2
 DD4607  NGVD 29 (05/09/91)    3.253  (m)           10.67   (f) ADJUSTED    3 0
 DD4607
 DD4607.Superseded values are not recommended for survey control.
 DD4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4607.See file dsdata.txt to determine how the superseded data were derived.
 DD4607
 DD4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7741205839(NAD 83)
 DD4607_MARKER: DD = SURVEY DISK
 DD4607_SETTING: 0 = UNSPECIFIED SETTING
 DD4607_STAMPING: 4395 B 1990
 DD4607_MARK LOGO: SCCC  
 DD4607_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4607+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4607
 DD4607  HISTORY     - Date     Condition        Report By
 DD4607  HISTORY     - 1990     MONUMENTED       NGS
 DD4607
 DD4607                          STATION DESCRIPTION
 DD4607
 DD4607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4607'THE STATION IS LOCATED ABOUT 9.30 KM (5.78 MI) SOUTHWEST OF MURRELLS
 DD4607'INLET, 5.6 KM (3.5 MI) NORTHEAST OF PAWLEYS ISLAND AND AT THE
 DD4607'LITCHFIELD BY THE SEA RESORT.
 DD4607'OWNERSHIP--THE WACCAMAW NECK LAND COMPANY, P.O. DRAWER 97, PAWLEYS
 DD4607'ISLAND, SC 29585, PHONE 803-237-9551.  CALL HARRY STEWART, PROPERTY
 DD4607'MANAGER, FOR PERMISSION TO ENTER.
 DD4607'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DD4607'HIGHWAY 17 BUSINESS, AT THE SOUTHWEST EDGE OF MURRELLS INLET, GO
 DD4607'SOUTHWEST ON U.S. HIGHWAY 17 FOR 6.28 KM (3.90 MI) TO THE SOUTHWEST 1
 DD4607'OF 2 ENTRANCES TO LITCHFIELD BY THE SEA ON THE LEFT.  TURN LEFT AND
 DD4607'GO SOUTHEAST FOR 0.15 KM (0.09 MI) ON THE ENTRANCE ROAD TO GUARD
 DD4607'HOUSE ON THE LEFT.  CONTINUE AHEAD FOR 0.56 KM (0.35 MI) TO TENNIS
 DD4607'COURTS, TURN LEFT AND GO EAST FOR 0.08 KM (0.05 MI) TO A ROAD RIGHT
 DD4607'LEADING TO THE BEACH HOUSE.  TURN RIGHT AND GO SOUTH FOR 0.15 KM
 DD4607'(0.09 MI) TO THE NO PARKING ON CIRCLE SIGN ON RIGHT SIDE OF CIRCLE
 DD4607'DRIVE IN FRONT OF BEACH HOUSE AND THE STATION ON THE RIGHT.
 DD4607'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD4607'PREFABRICATED ALUMINUM PIPE SURROUNDED BY A PVC PIPE THAT PROJECTS 5
 DD4607'CM ABOVE THE GROUND.  LOCATED 37.3 M (122.4 FT) WEST OF THE
 DD4607'NORTHWEST END OF SOUTHWEST RAIL OF WOODEN WALKWAY OVER SAND DUNES,
 DD4607'28.2 M (92.5 FT) SOUTHWEST OF SOUTHWEST EDGE OF CIRCLE DRIVE, 2.5 M
 DD4607'(8.2 FT) SOUTH-SOUTHEAST FROM CENTER OF ASPHALT WALKWAY, 2.05 M
 DD4607'(6.73 FT) NORTH FROM A WITNESS POST AND ABOUT 0.6 M (2.0 FT) ABOVE
 DD4607'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0188 ***********************************************************************
 DE0188  DESIGNATION -  44
 DE0188  PID         -  DE0188
 DE0188  STATE/COUNTY-  SC/DORCHESTER
 DE0188  USGS QUAD   -  RIDGEVILLE (1979)
 DE0188
 DE0188                         *CURRENT SURVEY CONTROL
 DE0188  ___________________________________________________________________
 DE0188* NAD 83(1986)-  33 07 09.     (N)    080 21 33.     (W)     SCALED    
 DE0188* NAVD 88     -        13.015  (meters)      42.70   (feet)  ADJUSTED  
 DE0188  ___________________________________________________________________
 DE0188  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DE0188  DYNAMIC HT  -          13.002 (meters)      42.66  (feet)  COMP
 DE0188  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DE0188
 DE0188  VERT ORDER  -  SECOND    CLASS 0
 DE0188
 DE0188.The horizontal coordinates were scaled from a topographic map and have
 DE0188.an estimated accuracy of +/- 6 seconds.
 DE0188
 DE0188.The orthometric height was determined by differential leveling
 DE0188.and adjusted by the National Geodetic Survey in June 1991..
 DE0188
 DE0188.The geoid height was determined by GEOID03.
 DE0188
 DE0188.The dynamic height is computed by dividing the NAVD 88
 DE0188.geopotential number by the normal gravity value computed on the
 DE0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0188.degrees latitude (g = 980.6199 gals.).
 DE0188
 DE0188.The modeled gravity was interpolated from observed gravity values.
 DE0188
 DE0188;                    North         East    Units  Estimated Accuracy
 DE0188;SPC SC       -   142,780.      669,400.      MT  (+/- 180 meters Scaled)
 DE0188
 DE0188                          SUPERSEDED SURVEY CONTROL
 DE0188
 DE0188  NGVD 29 (03/21/89)   13.315  (m)           43.68   (f) ADJUSTED    2 0
 DE0188
 DE0188.Superseded values are not recommended for survey control.
 DE0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0188.See file dsdata.txt to determine how the superseded data were derived.
 DE0188
 DE0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS597646(NAD 83)
 DE0188_MARKER: P = PIPE CAP
 DE0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0188_STAMPING: 43.737 1919
 DE0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0188
 DE0188  HISTORY     - Date     Condition        Report By
 DE0188  HISTORY     - 1919     MONUMENTED       USGS
 DE0188  HISTORY     - 1959     GOOD             NGS
 DE0188  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DE0188  HISTORY     - 20020916 MARK NOT FOUND   SCGS
 DE0188
 DE0188                          STATION DESCRIPTION
 DE0188
 DE0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DE0188'3.3 MI NW FROM RIDGEVILLE.
 DE0188'ABOUT 3.3 MILES NW ALONG THE SOUTHERN RAILWAY FROM THE STATION
 DE0188'AT RIDGEVILLE, ABOUT 0.3 MILE WNW OF THE MAIN CHANNEL OF FOUR
 DE0188'HOLE SWAMP, AT 34.5 RAILROAD MILEAGE, 2790 FEET ESE OF NO. 35
 DE0188'RAILROAD MILEPOST, 2035 FEET ESE OF THE CENTER OF THE 50-YARD
 DE0188'CUT WHICH IS THE FIRST OUT OF THE SWAMP ON THE NE SIDE OF THE
 DE0188'RAILROAD AND ON THE NW SIDE OF THE SWAMP, 43.5 FEET ESE OF THE
 DE0188'17TH POLE ESE OF NO. 35 MILEPOST OR POLE 209 ACCORDING TO
 DE0188'ALUMINUM NUMERALS ON SW SIDE OF POLE AND 6 FEET ABOVE GROUND,
 DE0188'42.2 FEET NNE OF NE RAIL, 7.0 FEET LOWER THAN TOP OF SAME, ON
 DE0188'A FOOT-HIGH MOUND OF EARTH-CINDERS-AND COAL, AND PROJECTING
 DE0188'1.3 FEET ABOVE THE SURFACE OF THE MOUND.
 DE0188
 DE0188                          STATION RECOVERY (1995)
 DE0188
 DE0188'RECOVERY NOTE BY US POWER SQUADRON 1995
 DE0188'MARK NOT FOUND.
 DE0188
 DE0188                          STATION RECOVERY (2002)
 DE0188
 DE0188'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE0188'NOT RECOVERED,  SEARCHED 15 MINUTES WITH NO RESULTS,  INADEQUATE
 DE0188'DESCRIPTION TO
 DE0188'DETERMINE THE LOCATION, PRESUMED DESTROYED.
 DE0188'RECOVERY BY T. HALL.
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188' 
 DE0188'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4113 ***********************************************************************
 AA4113  DESIGNATION -  44 001
 AA4113  PID         -  AA4113
 AA4113  STATE/COUNTY-  SC/UNION
 AA4113  USGS QUAD   -  UNION EAST (1971)
 AA4113
 AA4113                         *CURRENT SURVEY CONTROL
 AA4113  ___________________________________________________________________
 AA4113* NAD 83(2001)-  34 43 13.27594(N)    081 35 24.95129(W)     ADJUSTED  
 AA4113* NAVD 88     -       179.664  (meters)     589.45   (feet)  ADJUSTED  
 AA4113  ___________________________________________________________________
 AA4113  X           -     767,567.030 (meters)                     COMP
 AA4113  Y           -  -5,191,849.052 (meters)                     COMP
 AA4113  Z           -   3,612,495.455 (meters)                     COMP
 AA4113  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AA4113  ELLIP HEIGHT-         148.69  (meters)          (03/13/03) GPS OBS
 AA4113  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 AA4113  DYNAMIC HT  -         179.488 (meters)     588.87  (feet)  COMP
 AA4113  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 AA4113
 AA4113  HORZ ORDER  -  FIRST
 AA4113  VERT ORDER  -  FIRST     CLASS II
 AA4113  ELLP ORDER  -  FOURTH    CLASS II
 AA4113
 AA4113.The horizontal coordinates were established by GPS observations
 AA4113.and adjusted by the National Geodetic Survey in March 2003..
 AA4113
 AA4113.The orthometric height was determined by differential leveling
 AA4113.and adjusted by the National Geodetic Survey in September 1998..
 AA4113
 AA4113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4113
 AA4113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4113
 AA4113.The ellipsoidal height was determined by GPS observations
 AA4113.and is referenced to NAD 83.
 AA4113
 AA4113.The geoid height was determined by GEOID03.
 AA4113
 AA4113.The dynamic height is computed by dividing the NAVD 88
 AA4113.geopotential number by the normal gravity value computed on the
 AA4113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4113.degrees latitude (g = 980.6199 gals.).
 AA4113
 AA4113.The modeled gravity was interpolated from observed gravity values.
 AA4113
 AA4113;                    North         East     Units Scale Factor Converg.
 AA4113;SPC SC       -   320,327.383   555,535.539   MT  0.99996181   -0 19 38.1
 AA4113;SPC SC       - 1,050,942.86  1,822,623.16   iFT  0.99996181   -0 19 38.1
 AA4113;UTM  17      - 3,842,190.715   445,954.468   MT  0.99963600   -0 20 10.3
 AA4113
 AA4113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4113!SPC SC       -   0.99997666  x   0.99996181  =   0.99993847
 AA4113!UTM  17      -   0.99997666  x   0.99963600  =   0.99961267
 AA4113
 AA4113:                Primary Azimuth Mark                     Grid Az
 AA4113:SPC SC       -  44 002                                   054 45 11.5
 AA4113:UTM  17      -  44 002                                   054 45 43.7
 AA4113
 AA4113|---------------------------------------------------------------------|
 AA4113| PID    Reference Object                     Distance      Geod. Az  |
 AA4113|                                                           dddmmss.s |
 AA4113| AA4114 44 002                              APPROX. 1.5 KM 0542533.4 |
 AA4113|---------------------------------------------------------------------|
 AA4113
 AA4113                          SUPERSEDED SURVEY CONTROL
 AA4113
 AA4113  NAD 83(1995)-  34 43 13.27553(N)    081 35 24.94971(W) AD(       ) 1
 AA4113  ELLIP H (08/25/00)  148.70   (m)                       GP(       ) 4 1
 AA4113  NAD 83(1986)-  34 43 13.28702(N)    081 35 24.95574(W) AD(       ) 1
 AA4113
 AA4113.Superseded values are not recommended for survey control.
 AA4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4113.See file dsdata.txt to determine how the superseded data were derived.
 AA4113
 AA4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU4595442191(NAD 83)
 AA4113_MARKER: DD = SURVEY DISK
 AA4113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4113_STAMPING: 44 001 1993
 AA4113_MARK LOGO: SCGS  
 AA4113_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4113+STABILITY: SURFACE MOTION
 AA4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4113+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AA4113
 AA4113  HISTORY     - Date     Condition        Report By
 AA4113  HISTORY     - 1993     MONUMENTED       SCGS
 AA4113  HISTORY     - 19980318 GOOD             SCGS
 AA4113  HISTORY     - 20020417 GOOD             USPSQD
 AA4113
 AA4113                          STATION DESCRIPTION
 AA4113
 AA4113'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4113'STATION IS LOCATED 1.9 MILES (3.1 KM) EAST OF UNION. OWNERSHIP--JOHN
 AA4113'A. FANT LODGE. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4113'HIGHWAYS 18 (PINCKNEY STREET) AND 49 (MAIN STREET) IN UNION, GO EAST
 AA4113'ON HIGHWAY 49 FOR 1.8 MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 69
 AA4113'(OSBORNE STREET), CONTINUE ON HIGHWAY 49 FOR 0.2 MILE (0.3 KM) TO THE
 AA4113'STATION ON THE RIGHT NEAR A POWER POLE OFF THE NORTHEAST CORNER OF A
 AA4113'LARGE CONCRETE BLOCK BUILDING (JOHN A. FANT LODGE). STATION IS A
 AA4113'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE
 AA4113'HIGHWAY, 75.0 FEET (22.9 M) SOUTH SOUTHEAST OF THE NORTH EDGE OF THE
 AA4113'CURB OF THE HIGHWAY, 9.8 FEET (3.0 M) NORTHWEST OF A POWER POLE WITH A
 AA4113'SCGS REFERENCE WASHER ATTACHED, 58.0 FEET (17.7 M) NORTH OF THE NORTH
 AA4113'CORNER OF THE BUILDING, 94.8 FEET (28.9 M) EAST SOUTHEAST OF THE
 AA4113'SOUTHEAST CORNER OF A BRICK PLANTER WITH SIGN (JOHN A. FANT LODGE),
 AA4113'133.8 FEET (40.8 M) EAST NORTHEAST OF THE SOUTHEAST CORNER OF A
 AA4113'SHINGLE-SIDED HOUSE, 9.4 FEET (2.9 M) NORTHWEST OF A WITNESS POST.
 AA4113'DESCRIBED BY C.E. GEOGHEGAN.
 AA4113
 AA4113                          STATION RECOVERY (1998)
 AA4113
 AA4113'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4113'STATION IS LOCATED 1.9 MILES (3.1 KM) EAST OF UNION.  OWNERSHIP--JOHN
 AA4113'A.  FANT LODGE.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4113'HIGHWAYS 18 (THOMPSON BOULEVARD) AND 49 (ARTHUR BOULEVARD) IN UNION,
 AA4113'GO EAST NORTHEAST ON HIGHWAY 49 FOR 1.45 MILES (2.33 KM) TO A
 AA4113'T-JUNTION OF STATE ROAD 6 RIGHT AND WHERE HIGHWAY 49 TURNS LEFT, TURN
 AA4113'LEFT HIGHWAY 49 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE RIGHT NEAR
 AA4113'A POWER POLE OFF THE NORTHEAST CORNER OF A LARGE CONCRETE BLOCK
 AA4113'BUILDING (JOHN A FANT LODGE) .  STATION IS A CONCRETE POST FLUSH WITH
 AA4113'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 64.0 FEET (19.5
 AA4113'M) SOUTH OF A FIRE HYDRANT, 75.0 FEET (22.9 M) SOUTH SOUTHEAST OF THE
 AA4113'NORTH EDGE OF THE CURB OF THE HIGHWAY, 9.8 FEET (3.0 M) NORTHWEST OF A
 AA4113'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 58.0 FEET (17.7 M)
 AA4113'NORTH OF THE NORTH CORNER OF THE BUILDING, 94.8 FEET (28.9 M) EAST
 AA4113'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK PLANTER WITH SIGN (JOHN
 AA4113'A.  FANT LODGE) , 133.8 FEET (40.8 M) EAST NORTHEAST OF THE SOUTHEAST
 AA4113'CORNER OF A SHINGLE-SIDED HOUSE, 9.4 FEET (2.9 M) NORTHWEST OF A
 AA4113'WITNESS POST.  RECOVERED BY D.A.  NOVAK.
 AA4113
 AA4113                          STATION RECOVERY (2002)
 AA4113
 AA4113'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4114 ***********************************************************************
 AA4114  DESIGNATION -  44 002
 AA4114  PID         -  AA4114
 AA4114  STATE/COUNTY-  SC/UNION
 AA4114  USGS QUAD   -  UNION EAST (1971)
 AA4114
 AA4114                         *CURRENT SURVEY CONTROL
 AA4114  ___________________________________________________________________
 AA4114* NAD 83(2001)-  34 43 40.87114(N)    081 34 38.21606(W)     ADJUSTED  
 AA4114* NAVD 88     -       172.508  (meters)     565.97   (feet)  ADJUSTED  
 AA4114  ___________________________________________________________________
 AA4114  X           -     768,671.558 (meters)                     COMP
 AA4114  Y           -  -5,191,190.002 (meters)                     COMP
 AA4114  Z           -   3,613,190.299 (meters)                     COMP
 AA4114  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AA4114  ELLIP HEIGHT-         141.52  (meters)          (03/13/03) GPS OBS
 AA4114  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AA4114  DYNAMIC HT  -         172.339 (meters)     565.42  (feet)  COMP
 AA4114  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 AA4114
 AA4114  HORZ ORDER  -  FIRST
 AA4114  VERT ORDER  -  FIRST     CLASS II
 AA4114  ELLP ORDER  -  FOURTH    CLASS II
 AA4114
 AA4114.The horizontal coordinates were established by GPS observations
 AA4114.and adjusted by the National Geodetic Survey in March 2003..
 AA4114
 AA4114.The orthometric height was determined by differential leveling
 AA4114.and adjusted by the National Geodetic Survey in September 1998..
 AA4114
 AA4114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4114
 AA4114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4114
 AA4114.The ellipsoidal height was determined by GPS observations
 AA4114.and is referenced to NAD 83.
 AA4114
 AA4114.The geoid height was determined by GEOID03.
 AA4114
 AA4114.The dynamic height is computed by dividing the NAVD 88
 AA4114.geopotential number by the normal gravity value computed on the
 AA4114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4114.degrees latitude (g = 980.6199 gals.).
 AA4114
 AA4114.The modeled gravity was interpolated from observed gravity values.
 AA4114
 AA4114;                    North         East     Units Scale Factor Converg.
 AA4114;SPC SC       -   321,170.980   556,729.345   MT  0.99996427   -0 19 12.2
 AA4114;SPC SC       - 1,053,710.56  1,826,539.85   iFT  0.99996427   -0 19 12.2
 AA4114;UTM  17      - 3,843,033.849   447,148.014   MT  0.99963443   -0 19 43.9
 AA4114
 AA4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4114!SPC SC       -   0.99997779  x   0.99996427  =   0.99994206
 AA4114!UTM  17      -   0.99997779  x   0.99963443  =   0.99961222
 AA4114
 AA4114:                Primary Azimuth Mark                     Grid Az
 AA4114:SPC SC       -  44 001                                   234 45 12.2
 AA4114:UTM  17      -  44 001                                   234 45 43.9
 AA4114
 AA4114|---------------------------------------------------------------------|
 AA4114| PID    Reference Object                     Distance      Geod. Az  |
 AA4114|                                                           dddmmss.s |
 AA4114| AA4113 44 001                              APPROX. 1.5 KM 2342600.0 |
 AA4114|---------------------------------------------------------------------|
 AA4114
 AA4114                          SUPERSEDED SURVEY CONTROL
 AA4114
 AA4114  NAD 83(1995)-  34 43 40.87085(N)    081 34 38.21484(W) AD(       ) 1
 AA4114  ELLIP H (08/25/00)  141.52   (m)                       GP(       ) 4 1
 AA4114  NAD 83(1986)-  34 43 40.88256(N)    081 34 38.22065(W) AD(       ) 1
 AA4114
 AA4114.Superseded values are not recommended for survey control.
 AA4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4114.See file dsdata.txt to determine how the superseded data were derived.
 AA4114
 AA4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU4714843034(NAD 83)
 AA4114_MARKER: DD = SURVEY DISK
 AA4114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4114_STAMPING: 44 002 1993
 AA4114_MARK LOGO: SCGS  
 AA4114_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4114+STABILITY: SURFACE MOTION
 AA4114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4114+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AA4114
 AA4114  HISTORY     - Date     Condition        Report By
 AA4114  HISTORY     - 1993     MONUMENTED       SCGS
 AA4114  HISTORY     - 19980318 GOOD             SCGS
 AA4114  HISTORY     - 20020417 GOOD             USPSQD
 AA4114
 AA4114                          STATION DESCRIPTION
 AA4114
 AA4114'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4114'STATION IS LOCATED 2.8 MILES (4.5 KM) EAST NORTHEAST OF UNION.
 AA4114'OWNERSHIP--JEANETTE ALEXANDER, 2691 LOCKHART HIGHWAY, UNION, SC 29379,
 AA4114'PHONE 803-427-3357. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4114'HIGHWAYS 18 (PINCKNEY STREET) AND 49 (MAIN STREET) IN UNION, GO EAST
 AA4114'ON HIGHWAY 49 FOR 2.55 MILES (4.10 KM) TO THE JUNCTION OF STATE ROAD
 AA4114'384 (JOHN CODY CHURCH ROAD), CONTINUE ON HIGHWAY 49 FOR 0.35 MILE
 AA4114'(0.56 KM) TO THE STATION ON THE LEFT NEAR THE SMALLER OF TWO POWER
 AA4114'POLES BETWEEN A VINYL-SIDED HOUSE AND A SHINGLE-SIDED HOUSE. STATION
 AA4114'IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE
 AA4114'THE HIGHWAY, 96.8 FEET (29.5 M) NORTH NORTHWEST OF THE CENTER OF THE
 AA4114'HIGHWAY, 10.5 FEET (3.2 M) NORTHEAST OF THE POWER POLE WITH A GUY
 AA4114'WIRE, 32.1 FEET (9.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AA4114'VINYL-SIDED HOUSE, 155.6 FEET (47.4 M) EAST SOUTHEAST OF THE SOUTHEAST
 AA4114'CORNER OF THE SHINGLE-SIDED HOUSE, 49.6 FEET (15.1 M) SOUTH OF A POWER
 AA4114'POLE NUMBER 87 WITH A SCGS REFERENCE WASHER ATTACHED, 30.3 FEET (9.2
 AA4114'M) NORTH OF A WITNESS POST AT THE LARGE POWER POLE WITH A GUY WIRE.
 AA4114'DESCRIBED BY C.E. GEOGHEGAN.
 AA4114
 AA4114                          STATION RECOVERY (1998)
 AA4114
 AA4114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4114'STATION IS LOCATED 2.8 MILES (4.5 KM) EAST NORTHEAST OF UNION.
 AA4114'OWNERSHIP--JEANETTE ALEXANDER, 2691 LOCKHART HIGHWAY, UNION, SC 29379,
 AA4114'PHONE 803-427-3357.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4114'HIGHWAYS 18 (THOMPSON BOULEVARD) AND 49 (ARTHUR BOULEVARD) IN UNION,
 AA4114'GO EAST NORTHEAST ON HIGHWAY 49 FOR 1.45 MILES (2.33 KM) TO A
 AA4114'T-JUNCTION OF STATE ROAD 6 RIGHT AND WHERE HIGHWAY 49 TURNS LEFT, TURN
 AA4114'LEFT ON HIGHWAY 49 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION OF STATE
 AA4114'ROAD 384 (JOHN CODY CHURCH ROAD) , CONTINUE ON HIGHWAY 49 FOR 0.35
 AA4114'MILE (0.56 KM) TO THE STATION ON THE LEFT NEAR THE SMALLER OF TWO
 AA4114'POWER POLES BETWEEN A VINYL-SIDED HOUSE AND A SHINGLE-SIDED HOUSE.
 AA4114'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M)
 AA4114'ABOVE THE HIGHWAY, 96.8 FEET (29.5 M) NORTH NORTHWEST OF THE CENTER OF
 AA4114'THE HIGHWAY, 10.5 FEET (3.2 M) NORTHEAST OF THE POWER POLE WITH A GUY
 AA4114'WIRE, 32.1 FEET (9.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AA4114'VINYL-SIDED HOUSE, 155.6 FEET (47.4 M) EAST SOUTHEAST OF THE SOUTHEAST
 AA4114'CORNER OF THE SHINGLE-SIDED HOUSE, 49.6 FEET (15.1 M) SOUTH OF A POWER
 AA4114'POLE NUMBER 87 WITH A SCGS REFERENCE WASHER ATTACHED, 30.3 FEET (9.2
 AA4114'M) NORTH OF A WITNESS POST AT THE LARGE POWER POLE WITH A GUY WIRE.
 AA4114'NOTE-MARGINAL GPS SITE.  RECOVERED BY D.A.  NOVAK.
 AA4114
 AA4114                          STATION RECOVERY (2002)
 AA4114
 AA4114'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4115 ***********************************************************************
 AA4115  DESIGNATION -  44 003
 AA4115  PID         -  AA4115
 AA4115  STATE/COUNTY-  SC/UNION
 AA4115  USGS QUAD   -  UNION EAST (1971)
 AA4115
 AA4115                         *CURRENT SURVEY CONTROL
 AA4115  ___________________________________________________________________
 AA4115* NAD 83(1986)-  34 43 53.     (N)    081 33 39.     (W)     SCALED    
 AA4115* NAVD 88     -       129.094  (meters)     423.54   (feet)  ADJUSTED  
 AA4115  ___________________________________________________________________
 AA4115  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 AA4115  DYNAMIC HT  -         128.968 (meters)     423.12  (feet)  COMP
 AA4115  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 AA4115
 AA4115  VERT ORDER  -  FIRST     CLASS II
 AA4115
 AA4115.The horizontal coordinates were scaled from a topographic map and have
 AA4115.an estimated accuracy of +/- 6 seconds.
 AA4115
 AA4115.The orthometric height was determined by differential leveling
 AA4115.and adjusted by the National Geodetic Survey in September 1998..
 AA4115
 AA4115.The geoid height was determined by GEOID03.
 AA4115
 AA4115.The dynamic height is computed by dividing the NAVD 88
 AA4115.geopotential number by the normal gravity value computed on the
 AA4115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4115.degrees latitude (g = 980.6199 gals.).
 AA4115
 AA4115.The modeled gravity was interpolated from observed gravity values.
 AA4115
 AA4115;                    North         East    Units  Estimated Accuracy
 AA4115;SPC SC       -   321,540.      558,240.      MT  (+/- 180 meters Scaled)
 AA4115
 AA4115                          SUPERSEDED SURVEY CONTROL
 AA4115
 AA4115.No superseded survey control is available for this station.
 AA4115
 AA4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU486433(NAD 83)
 AA4115_MARKER: DD = SURVEY DISK
 AA4115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4115_STAMPING: 44 003 1993
 AA4115_MARK LOGO: SCGS  
 AA4115_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4115+STABILITY: SURFACE MOTION
 AA4115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4115+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AA4115
 AA4115  HISTORY     - Date     Condition        Report By
 AA4115  HISTORY     - 1993     MONUMENTED       SCGS
 AA4115  HISTORY     - 19980318 GOOD             SCGS
 AA4115  HISTORY     - 20020417 GOOD             USPSQD
 AA4115
 AA4115                          STATION DESCRIPTION
 AA4115
 AA4115'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4115'STATION IS LOCATED 3.8 MILES (6.1 KM) EAST NORTHEAST OF UNION, 6.9
 AA4115'MILES (11.1 KM) SOUTHWEST OF LOCKHART. OWNERSHIP--KENNETH WAYNE TODD,
 AA4115'114 HAPPY VALLEY ROAD, UNION, SC 29379, PHONE 803-427-1577. TO REACH
 AA4115'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 (PINCKNEY STREET)
 AA4115'AND 49 (MAIN STREET) IN UNION, GO EAST ON HIGHWAY 49 FOR 3.9 MILES
 AA4115'(6.3 KM) TO THE JUNCTION OF STATE ROAD 391 (HAPPY VALLEY ROAD), TURN
 AA4115'RIGHT ON ROAD 391 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT
 AA4115'NEAR THE NORTHEAST CORNER OF A WOOD-SIDED HOUSE. STATION IS A CONCRETE
 AA4115'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 73.9
 AA4115'FEET (22.5 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 15.3 FEET (4.7
 AA4115'M) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 23.9 FEET (7.3
 AA4115'M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD BRICK WELL HOUSE,
 AA4115'54.7 FEET (16.7 M) SOUTHWEST OF A POWER POLE WITH A SCGS REFERENCE
 AA4115'WASHER ATTACHED, 81.8 FEET (24.9 M) SOUTH SOUTHEAST OF A SECURITY
 AA4115'LIGHT POLE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4115
 AA4115                          STATION RECOVERY (1998)
 AA4115
 AA4115'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4115'STATION IS LOCATED 3.8 MILES (6.1 KM) EAST NORTHEAST OF UNION, 6.9
 AA4115'MILES (11.1 KM) SOUTHWEST OF LOCKHART.  OWNERSHIP--KENNETH WAYNE TODD,
 AA4115'114 HAPPY VALLEY ROAD, UNION, SC 29379, PHONE 803-427-1577.  TO REACH
 AA4115'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 (THOMPSON
 AA4115'BOULEVARD) AND 49 (ARTHUR BOULEVARD) IN UNION, GO EAST NORTHEAST ON
 AA4115'HIGHWAY 49 FOR 1.45 MILE (2.33 KM) TO A T-JUNCTION OF STATE ROAD 6
 AA4115'RIGHT AND WHERE 49 TURNS LEFT, TURN LEFT ON HIGHWAY 49 FOR 2.95 MILES
 AA4115'(4.75 KM) TO THE JUNCTION OF STATE ROAD 391 (HAPPY VALLEY ROAD) , TURN
 AA4115'RIGHT ON ROAD 391 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT
 AA4115'NEAR THE NORTHEAST CORNER OF A WOOD-SIDED HOUSE.  STATION IS A
 AA4115'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE
 AA4115'ROAD, 73.9 FEET (22.5 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 AA4115'15.3 FEET (4.7 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 AA4115'23.9 FEET (7.3 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD
 AA4115'BRICK WELL HOUSE, 54.7 FEET (16.7 M) SOUTHWEST OF A POWER POLE WITH A
 AA4115'SCGS REFERENCE WASHER ATTACHED, 81.8 FEET (24.9 M) SOUTH SOUTHEAST OF
 AA4115'A SECURITY LIGHT POLE.  RECOVERED BY D.A.  NOVAK.
 AA4115
 AA4115                          STATION RECOVERY (2002)
 AA4115
 AA4115'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4116 ***********************************************************************
 AA4116  DESIGNATION -  44 004
 AA4116  PID         -  AA4116
 AA4116  STATE/COUNTY-  SC/UNION
 AA4116  USGS QUAD   -  UNION EAST (1971)
 AA4116
 AA4116                         *CURRENT SURVEY CONTROL
 AA4116  ___________________________________________________________________
 AA4116* NAD 83(2001)-  34 44 25.50541(N)    081 32 38.35310(W)     ADJUSTED  
 AA4116* NAVD 88     -       155.462  (meters)     510.04   (feet)  ADJUSTED  
 AA4116  ___________________________________________________________________
 AA4116  X           -     771,570.784 (meters)                     COMP
 AA4116  Y           -  -5,189,953.383 (meters)                     COMP
 AA4116  Z           -   3,614,310.922 (meters)                     COMP
 AA4116  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AA4116  ELLIP HEIGHT-         124.44  (meters)          (03/13/03) GPS OBS
 AA4116  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AA4116  DYNAMIC HT  -         155.310 (meters)     509.55  (feet)  COMP
 AA4116  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 AA4116
 AA4116  HORZ ORDER  -  FIRST
 AA4116  VERT ORDER  -  FIRST     CLASS II
 AA4116  ELLP ORDER  -  FOURTH    CLASS II
 AA4116
 AA4116.The horizontal coordinates were established by GPS observations
 AA4116.and adjusted by the National Geodetic Survey in March 2003..
 AA4116
 AA4116.The orthometric height was determined by differential leveling
 AA4116.and adjusted by the National Geodetic Survey in September 1998..
 AA4116
 AA4116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4116
 AA4116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4116
 AA4116.The ellipsoidal height was determined by GPS observations
 AA4116.and is referenced to NAD 83.
 AA4116
 AA4116.The geoid height was determined by GEOID03.
 AA4116
 AA4116.The dynamic height is computed by dividing the NAVD 88
 AA4116.geopotential number by the normal gravity value computed on the
 AA4116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4116.degrees latitude (g = 980.6199 gals.).
 AA4116
 AA4116.The modeled gravity was interpolated from observed gravity values.
 AA4116
 AA4116;                    North         East     Units Scale Factor Converg.
 AA4116;SPC SC       -   322,529.798   559,785.918   MT  0.99996830   -0 18 05.7
 AA4116;SPC SC       - 1,058,168.63  1,836,567.97   iFT  0.99996830   -0 18 05.7
 AA4116;UTM  17      - 3,844,391.755   450,203.771   MT  0.99963056   -0 18 36.0
 AA4116
 AA4116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4116!SPC SC       -   0.99998047  x   0.99996830  =   0.99994877
 AA4116!UTM  17      -   0.99998047  x   0.99963056  =   0.99961103
 AA4116
 AA4116                          SUPERSEDED SURVEY CONTROL
 AA4116
 AA4116  NAD 83(1995)-  34 44 25.50532(N)    081 32 38.35232(W) AD(       ) 1
 AA4116  ELLIP H (08/25/00)  124.44   (m)                       GP(       ) 4 1
 AA4116  NAD 83(1986)-  34 44 25.51730(N)    081 32 38.35794(W) AD(       ) 1
 AA4116
 AA4116.Superseded values are not recommended for survey control.
 AA4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4116.See file dsdata.txt to determine how the superseded data were derived.
 AA4116
 AA4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU5020444392(NAD 83)
 AA4116_MARKER: DD = SURVEY DISK
 AA4116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4116_STAMPING: 44 004 1993
 AA4116_MARK LOGO: SCGS  
 AA4116_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4116+STABILITY: SURFACE MOTION
 AA4116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4116+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AA4116
 AA4116  HISTORY     - Date     Condition        Report By
 AA4116  HISTORY     - 1993     MONUMENTED       SCGS
 AA4116  HISTORY     - 19980318 GOOD             SCGS
 AA4116  HISTORY     - 20020417 GOOD             USPSQD
 AA4116
 AA4116                          STATION DESCRIPTION
 AA4116
 AA4116'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4116'STATION IS LOCATED 4.9 MILES (7.9 KM) EAST NORTHEAST OF UNION, 5.8
 AA4116'MILES (9.3 KM) SOUTHWEST OF LOCKHART. OWNERSHIP--GLENN IVEY, 3618
 AA4116'LOCKHART HIGHWAY, UNION, SC 29379, PHONE 803-427-1982. TO REACH THE
 AA4116'STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 (LOCKHART HIGHWAY) AND
 AA4116'105 (MOUNT TABOR CHURCH ROAD), 2.7 MILES (4.3 KM) EAST SOUTHEAST OF
 AA4116'LOCKHART, GO WEST SOUTHWEST ON HIGHWAY 49 FOR 1.85 MILES (2.98 KM) TO
 AA4116'THE JUNCTION OF STATE ROAD 158 (CENTER ROAD), CONTINUE ON HIGHWAY 49
 AA4116'FOR 1.6 MILES (2.6 KM) TO THE STATION ON THE LEFT NEAR THE NORTH
 AA4116'CORNER OF A BRICK-FACED METAL BUILDING (IVEY FURNITURE) IN THE SOUTH
 AA4116'ANGLE OF A GRAVEL DRIVEWAY, 0.05 MILE (0.08 KM) EAST NORTHEAST OF THE
 AA4116'JUNCTION OF STATE ROAD 146 (OLD FERRY ROAD). STATION IS A CONCRETE
 AA4116'POST FLUSH WITH THE GROUND AND 6.0 FEET (1.8 M) ABOVE THE HIGHWAY,
 AA4116'79.5 FEET (24.2 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 28.9 FEET
 AA4116'(8.8 M) SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 13.8 FEET (4.2 M)
 AA4116'NORTHWEST OF THE NORTH CORNER OF THE BUILDING, 37.4 FEET (11.4 M) EAST
 AA4116'SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 18.7 FEET (5.7 M)
 AA4116'NORTHEAST OF A FLAG POLE, 155.7 FEET (47.5 M) EAST NORTHEAST OF A FIRE
 AA4116'HYDRANT. DESCRIBED BY C.E. GEOGHEGAN.
 AA4116
 AA4116                          STATION RECOVERY (1998)
 AA4116
 AA4116'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4116'RECOVERED AS DESCRIBED.
 AA4116
 AA4116                          STATION RECOVERY (2002)
 AA4116
 AA4116'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4117 ***********************************************************************
 AA4117  DESIGNATION -  44 005
 AA4117  PID         -  AA4117
 AA4117  STATE/COUNTY-  SC/UNION
 AA4117  USGS QUAD   -  KELTON (1969)
 AA4117
 AA4117                         *CURRENT SURVEY CONTROL
 AA4117  ___________________________________________________________________
 AA4117* NAD 83(1986)-  34 45 01.     (N)    081 32 09.     (W)     SCALED    
 AA4117* NAVD 88     -       147.725  (meters)     484.66   (feet)  ADJUSTED  
 AA4117  ___________________________________________________________________
 AA4117  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AA4117  DYNAMIC HT  -         147.581 (meters)     484.19  (feet)  COMP
 AA4117  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 AA4117
 AA4117  VERT ORDER  -  FIRST     CLASS II
 AA4117
 AA4117.The horizontal coordinates were scaled from a topographic map and have
 AA4117.an estimated accuracy of +/- 6 seconds.
 AA4117
 AA4117.The orthometric height was determined by differential leveling
 AA4117.and adjusted by the National Geodetic Survey in September 1998..
 AA4117
 AA4117.The geoid height was determined by GEOID03.
 AA4117
 AA4117.The dynamic height is computed by dividing the NAVD 88
 AA4117.geopotential number by the normal gravity value computed on the
 AA4117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4117.degrees latitude (g = 980.6199 gals.).
 AA4117
 AA4117.The modeled gravity was interpolated from observed gravity values.
 AA4117
 AA4117;                    North         East    Units  Estimated Accuracy
 AA4117;SPC SC       -   323,620.      560,540.      MT  (+/- 180 meters Scaled)
 AA4117
 AA4117                          SUPERSEDED SURVEY CONTROL
 AA4117
 AA4117.No superseded survey control is available for this station.
 AA4117
 AA4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU509454(NAD 83)
 AA4117_MARKER: DD = SURVEY DISK
 AA4117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4117_STAMPING: 44 005 1993
 AA4117_MARK LOGO: SCGS  
 AA4117_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4117+STABILITY: SURFACE MOTION
 AA4117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4117+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AA4117
 AA4117  HISTORY     - Date     Condition        Report By
 AA4117  HISTORY     - 1993     MONUMENTED       SCGS
 AA4117  HISTORY     - 19980311 GOOD             SCGS
 AA4117  HISTORY     - 20020417 GOOD             USPSQD
 AA4117
 AA4117                          STATION DESCRIPTION
 AA4117
 AA4117'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4117'STATION IS LOCATED 5.1 MILES (8.2 KM) WEST SOUTHWEST OF LOCKHART, 5.6
 AA4117'MILES (9.0 KM) EAST NORTHEAST OF UNION. OWNERSHIP--FRANK HILL, 124
 AA4117'FRANK HILL LOOP, UNION, SC 29379, PHONE 803-427-8795. TO REACH THE
 AA4117'STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 (LOCKHART HIGHWAY) AND
 AA4117'105 (MOUNT TABOR CHURCH ROAD), 2.7 MILES (4.3 KM) EAST SOUTHEAST OF
 AA4117'LOCKHART, GO WEST SOUTHWEST ON HIGHWAY 49 FOR 1.85 MILES (2.98 KM) TO
 AA4117'THE JUNCTION OF STATE ROAD 158 (CENTER ROAD), CONTINUE ON HIGHWAY 49
 AA4117'FOR 0.8 MILE (1.3 KM) TO A REVERSE FORK LEFT (FRANK HILL LOOP), TURN
 AA4117'LEFT ON FRANK HILL LOOP FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 AA4117'RIGHT NEAR THE NORTHEAST CORNER OF THE NORTH WING OF A CONCRETE BLOCK
 AA4117'BUILDING IN THE WEST YARD OF A BRICK AND VINYL-SIDED HOUSE. STATION IS
 AA4117'A CONCRETE POST FLUSH WITH THE GROUND AND 5.0 FEET (1.5 M) ABOVE THE
 AA4117'ROAD, 3.7 FEET (1.1 M) NORTH NORTHWEST OF THE NORTHEAST CORNER OF THE
 AA4117'WING OF THE BUILDING, 38.2 FEET (11.6 M) SOUTH SOUTHWEST OF THE
 AA4117'NORTHWEST CORNER OF THE HOUSE (ENCLOSED PORCH), 49.0 FEET (14.9 M)
 AA4117'WEST NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 29.2 FEET (8.9 M)
 AA4117'SOUTH SOUTHWEST OF A PARABOLIC ANTENNA SUPPORT POLE, 144.0 FEET (43.9
 AA4117'M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD. DESCRIBED BY C.E.
 AA4117'GEOGHEGAN.
 AA4117
 AA4117                          STATION RECOVERY (1998)
 AA4117
 AA4117'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4117'RECOVERED AS DESCRIBED.
 AA4117
 AA4117                          STATION RECOVERY (2002)
 AA4117
 AA4117'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4119 ***********************************************************************
 AA4119  DESIGNATION -  44 006
 AA4119  PID         -  AA4119
 AA4119  STATE/COUNTY-  SC/UNION
 AA4119  USGS QUAD   -  KELTON (1969)
 AA4119
 AA4119                         *CURRENT SURVEY CONTROL
 AA4119  ___________________________________________________________________
 AA4119* NAD 83(2001)-  34 46 04.37324(N)    081 31 57.27110(W)     ADJUSTED  
 AA4119* NAVD 88     -       174.679  (meters)     573.09   (feet)  ADJUSTED  
 AA4119  ___________________________________________________________________
 AA4119  X           -     772,351.038 (meters)                     COMP
 AA4119  Y           -  -5,188,097.315 (meters)                     COMP
 AA4119  Z           -   3,616,825.069 (meters)                     COMP
 AA4119  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA4119  ELLIP HEIGHT-         143.62  (meters)          (03/13/03) GPS OBS
 AA4119  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AA4119  DYNAMIC HT  -         174.509 (meters)     572.53  (feet)  COMP
 AA4119  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 AA4119
 AA4119  HORZ ORDER  -  FIRST
 AA4119  VERT ORDER  -  FIRST     CLASS II
 AA4119  ELLP ORDER  -  FOURTH    CLASS I
 AA4119
 AA4119.The horizontal coordinates were established by GPS observations
 AA4119.and adjusted by the National Geodetic Survey in March 2003..
 AA4119
 AA4119.The orthometric height was determined by differential leveling
 AA4119.and adjusted by the National Geodetic Survey in September 1998..
 AA4119
 AA4119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4119
 AA4119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4119
 AA4119.The ellipsoidal height was determined by GPS observations
 AA4119.and is referenced to NAD 83.
 AA4119
 AA4119.The geoid height was determined by GEOID03.
 AA4119
 AA4119.The dynamic height is computed by dividing the NAVD 88
 AA4119.geopotential number by the normal gravity value computed on the
 AA4119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4119.degrees latitude (g = 980.6199 gals.).
 AA4119
 AA4119.The modeled gravity was interpolated from observed gravity values.
 AA4119
 AA4119;                    North         East     Units Scale Factor Converg.
 AA4119;SPC SC       -   325,570.902   560,846.600   MT  0.99997739   -0 17 42.9
 AA4119;SPC SC       - 1,068,146.00  1,840,047.90   iFT  0.99997739   -0 17 42.9
 AA4119;UTM  17      - 3,847,431.659   451,264.536   MT  0.99962927   -0 18 13.4
 AA4119
 AA4119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4119!SPC SC       -   0.99997746  x   0.99997739  =   0.99995485
 AA4119!UTM  17      -   0.99997746  x   0.99962927  =   0.99960673
 AA4119
 AA4119                          SUPERSEDED SURVEY CONTROL
 AA4119
 AA4119  NAD 83(1995)-  34 46 04.37325(N)    081 31 57.27065(W) AD(       ) 1
 AA4119  NAD 83(1986)-  34 46 04.38566(N)    081 31 57.27606(W) AD(       ) 1
 AA4119
 AA4119.Superseded values are not recommended for survey control.
 AA4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4119.See file dsdata.txt to determine how the superseded data were derived.
 AA4119
 AA4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU5126547432(NAD 83)
 AA4119_MARKER: DD = SURVEY DISK
 AA4119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4119_STAMPING: 44 006 1993
 AA4119_MARK LOGO: SCGS  
 AA4119_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4119+STABILITY: SURFACE MOTION
 AA4119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4119+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AA4119
 AA4119  HISTORY     - Date     Condition        Report By
 AA4119  HISTORY     - 1993     MONUMENTED       SCGS
 AA4119  HISTORY     - 19980311 GOOD             SCGS
 AA4119  HISTORY     - 20020417 GOOD             USPSQD
 AA4119
 AA4119                          STATION DESCRIPTION
 AA4119
 AA4119'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4119'STATION IS LOCATED 4.3 MILES (6.9 KM) WEST SOUTHWEST OF LOCKHART, 6.3
 AA4119'MILES (10.1 KM) NORTHEAST OF UNION. OWNERSHIP--GLENN IVEY, 3618
 AA4119'LOCKHART HIGHWAY, UNION, SC 29379, PHONE 803-427-1982. TO REACH THE
 AA4119'STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 (LOCKHART HIGHWAY) AND
 AA4119'105 (MOUNT TABOR CHURCH ROAD), 2.7 MILES (4.3 KM) EAST SOUTHEAST OF
 AA4119'LOCKHART, GO WEST SOUTHWEST ON HIGHWAY 49 FOR 1.95 MILES (3.14 KM) TO
 AA4119'THE 2ND JUNCTION OF STATE ROAD 418 (PHILLIPI CHURCH ROAD), TURN RIGHT
 AA4119'ON ROAD 418 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 26
 AA4119'(WESLEY CHAPEL ROAD), BEAR LEFT ON ROAD 26 FOR 0.25 MILE (0.40 KM) TO
 AA4119'THE STATION ON THE LEFT NEAR THE SHORTER OF TWO BRICK PILLAR SOUTHWEST
 AA4119'OF A DRIVEWAY LEADING TO A TWO STORY VINYL-SIDED HOUSE. STATION IS A
 AA4119'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 42.8 FEET
 AA4119'(13.0 M) WEST OF THE CENTER OF THE ROAD, 28.6 FEET (8.7 M) SOUTHWEST
 AA4119'OF THE CENTER OF THE DRIVEWAY, 2.3 FEET (0.7 M) SOUTHWEST OF THE
 AA4119'SOUTHWEST CORNER OF THE PILLAR, 18.6 FEET (5.7 M) SOUTH OF A FLAG
 AA4119'POLE, 132.0 FEET (40.2 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF
 AA4119'THE FRONT PORCH OF THE HOUSE, 87.6 FEET (26.7 M) NORTH OF A POWER POLE
 AA4119'WITH A SCGS REFERENCE WASHER ATTACHED. DESCRIBED BY C.E. GEOGHEGAN.
 AA4119
 AA4119                          STATION RECOVERY (1998)
 AA4119
 AA4119'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4119'STATION IS LOCATED 4.3 MILES (6.9 KM) WEST SOUTHWEST OF LOCKHART, 6.3
 AA4119'MILES (10.1 KM) NORTHEAST OF UNION.  OWNERSHIP--GLENN IVEY, 3618
 AA4119'LOCKHART HIGHWAY, UNION, SC 29379, PHONE 803-427-1982.  TO REACH THE
 AA4119'STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 (LOCKHART HIGHWAY) AND
 AA4119'105 (MOUNT TABOR CHURCH ROAD) , 2.7 MILES (4.3 KM) EAST SOUTHEAST OF
 AA4119'LOCKHART, GO WEST SOUTHWEST ON HIGHWAY 49 FOR 1.95 MILES (3.14 KM) TO
 AA4119'THE JUNCTION OF STATE ROAD 26 (PHILLIPI CHURCH ROAD) , TURN RIGHT ON
 AA4119'ROAD 26 FOR 0.25 MILE (0.40 KM) TO THE FORK JUNCTION OF STATE ROAD 418
 AA4119'(WESLEY CHAPEL ROAD) , CONTINUE ON ROAD 26 FOR 0.25 MILE (0.40 KM) TO
 AA4119'THE STATION ON THE LEFT NEAR THE SHORTER OF TWO BRICK PILLARS
 AA4119'SOUTHWEST OF A DRIVEWAY LEADING TO A TWO STORY VINYL-SIDED HOUSE.
 AA4119'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AA4119'ROAD, 42.8 FEET (13.0 M) WEST OF THE CENTER OF THE ROAD, 28.6 FEET
 AA4119'(8.7 M) SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 2.3 FEET (0.7 M)
 AA4119'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PILLAR, 18.6 FEET (5.7 M)
 AA4119'SOUTH OF A FLAG POLE, 132.0 FEET (40.2 M) SOUTH SOUTHEAST OF THE
 AA4119'SOUTHEAST CORNER OF THE FRONT PORCH OF THE HOUSE, 87.6 FEET (26.7 M)
 AA4119'NORTH OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED.
 AA4119'DESCRIBED BY C.J.  STONE.
 AA4119
 AA4119                          STATION RECOVERY (2002)
 AA4119
 AA4119'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4120 ***********************************************************************
 AA4120  DESIGNATION -  44 007
 AA4120  PID         -  AA4120
 AA4120  STATE/COUNTY-  SC/UNION
 AA4120  USGS QUAD   -  KELTON (1969)
 AA4120
 AA4120                         *CURRENT SURVEY CONTROL
 AA4120  ___________________________________________________________________
 AA4120* NAD 83(1986)-  34 46 09.     (N)    081 31 10.     (W)     SCALED    
 AA4120* NAVD 88     -       174.342  (meters)     571.99   (feet)  ADJUSTED  
 AA4120  ___________________________________________________________________
 AA4120  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AA4120  DYNAMIC HT  -         174.172 (meters)     571.43  (feet)  COMP
 AA4120  MODELED GRAV-     979,659.1   (mgal)                       NAVD 88
 AA4120
 AA4120  VERT ORDER  -  FIRST     CLASS II
 AA4120
 AA4120.The horizontal coordinates were scaled from a topographic map and have
 AA4120.an estimated accuracy of +/- 6 seconds.
 AA4120
 AA4120.The orthometric height was determined by differential leveling
 AA4120.and adjusted by the National Geodetic Survey in September 1998..
 AA4120
 AA4120.The geoid height was determined by GEOID03.
 AA4120
 AA4120.The dynamic height is computed by dividing the NAVD 88
 AA4120.geopotential number by the normal gravity value computed on the
 AA4120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4120.degrees latitude (g = 980.6199 gals.).
 AA4120
 AA4120.The modeled gravity was interpolated from observed gravity values.
 AA4120
 AA4120;                    North         East    Units  Estimated Accuracy
 AA4120;SPC SC       -   325,710.      562,050.      MT  (+/- 180 meters Scaled)
 AA4120
 AA4120                          SUPERSEDED SURVEY CONTROL
 AA4120
 AA4120.No superseded survey control is available for this station.
 AA4120
 AA4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU524475(NAD 83)
 AA4120_MARKER: DD = SURVEY DISK
 AA4120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4120_STAMPING: 44 007 1993
 AA4120_MARK LOGO: SCGS  
 AA4120_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4120+STABILITY: SURFACE MOTION
 AA4120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4120+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AA4120
 AA4120  HISTORY     - Date     Condition        Report By
 AA4120  HISTORY     - 1993     MONUMENTED       SCGS
 AA4120  HISTORY     - 19980311 GOOD             SCGS
 AA4120  HISTORY     - 20020417 GOOD             USPSQD
 AA4120
 AA4120                          STATION DESCRIPTION
 AA4120
 AA4120'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4120'STATION IS LOCATED 3.5 MILES (5.6 KM) WEST SOUTHWEST OF LOCKHART, 7.1
 AA4120'MILES (11.4 KM) NORTHEAST OF UNION. OWNERSHIP--JOHN L. CONARD, UNION
 AA4120'ROUTE 5, UNION, SC 29379, PHONE 803-427-9304. TO REACH THE STATION
 AA4120'FROM THE JUNCTION OF STATE HIGHWAYS 49 (LOCKHART HIGHWAY) AND 105
 AA4120'(MOUNT TABOR CHURCH ROAD), 2.7 MILES (4.3 KM) EAST SOUTHEAST OF
 AA4120'LOCKHART, GO WEST SOUTHWEST ON HIGHWAY 49 FOR 0.75 MILE (1.21 KM) TO
 AA4120'THE JUNCTION OF STATE ROAD 344 (ESTES ROAD), CONTINUE ON HIGHWAY 49
 AA4120'FOR 0.15 MILE (0.24 KM) TO A DRIVEWAY RIGHT LEADING TO A BRICK HOUSE,
 AA4120'TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 AA4120'THE RIGHT NEAR A SECURITY LIGHT POLE. STATION IS A CONCRETE POST FLUSH
 AA4120'WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE DRIVEWAY, 6.1 FEET (1.9
 AA4120'M) NORTH NORTHWEST OF THE SECURITY LIGHT POLE NUMBER 12, 74.6 FEET
 AA4120'(22.7 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 62.4
 AA4120'FEET (19.0 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 AA4120'BLOCK GARAGE, 8.6 FEET (2.6 M) WEST SOUTHWEST OF A WITNESS POST IN A
 AA4120'FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4120
 AA4120                          STATION RECOVERY (1998)
 AA4120
 AA4120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4120'STATION IS LOCATED 3.5 MILES (5.6 KM) WEST SOUTHWEST OF LOCKHART, 7.1
 AA4120'MILES (11.4 KM) NORTHEAST OF UNION.  OWNERSHIP--JOHN L.  CONARD, UNION
 AA4120'ROUTE 5, UNION, SC 29379, PHONE 803-427-9304.  TO REACH THE STATION
 AA4120'FROM THE JUNCTION OF STATE HIGHWAYS 49 (LOCKHART HIGHWAY) AND 105
 AA4120'(MOUNT TABOR CHURCH ROAD) , 2.7 MILES (4.3 KM) EAST SOUTHEAST OF
 AA4120'LOCKHART, GO WEST SOUTHWEST ON HIGHWAY 49 FOR 0.75 MILE (1.21 KM) TO
 AA4120'THE JUNCTION OF STATE ROAD 344 (ESTES ROAD) , CONTINUE ON HIGHWAY 49
 AA4120'FOR 0.15 MILE (0.24 KM) TO A DRIVEWAY RIGHT LEADING TO A BRICK HOUSE,
 AA4120'TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 AA4120'THE RIGHT NEAR A SECURITY LIGHT POLE.  STATION IS A CONCRETE POST
 AA4120'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE DRIVEWAY, 6.1
 AA4120'FEET (1.9 M) NORTH NORTHWEST OF THE SECURITY LIGHT POLE NUMBER 12,
 AA4120'74.6 FEET (22.7 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE
 AA4120'HOUSE, 62.4 FEET (19.0 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AA4120'CONCRETE BLOCK GARAGE, 8.6 FEET (2.6 M) WEST SOUTHWEST OF A WITNESS
 AA4120'POST.  RECOVERED BY C.J.  STONE.
 AA4120
 AA4120                          STATION RECOVERY (2002)
 AA4120
 AA4120'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4121 ***********************************************************************
 AA4121  DESIGNATION -  44 008
 AA4121  PID         -  AA4121
 AA4121  STATE/COUNTY-  SC/UNION
 AA4121  USGS QUAD   -  KELTON (1969)
 AA4121
 AA4121                         *CURRENT SURVEY CONTROL
 AA4121  ___________________________________________________________________
 AA4121* NAD 83(1986)-  34 46 20.     (N)    081 30 11.     (W)     SCALED    
 AA4121* NAVD 88     -       131.081  (meters)     430.05   (feet)  ADJUSTED  
 AA4121  ___________________________________________________________________
 AA4121  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AA4121  DYNAMIC HT  -         130.954 (meters)     429.64  (feet)  COMP
 AA4121  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 AA4121
 AA4121  VERT ORDER  -  FIRST     CLASS II
 AA4121
 AA4121.The horizontal coordinates were scaled from a topographic map and have
 AA4121.an estimated accuracy of +/- 6 seconds.
 AA4121
 AA4121.The orthometric height was determined by differential leveling
 AA4121.and adjusted by the National Geodetic Survey in September 1998..
 AA4121
 AA4121.The geoid height was determined by GEOID03.
 AA4121
 AA4121.The dynamic height is computed by dividing the NAVD 88
 AA4121.geopotential number by the normal gravity value computed on the
 AA4121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4121.degrees latitude (g = 980.6199 gals.).
 AA4121
 AA4121.The modeled gravity was interpolated from observed gravity values.
 AA4121
 AA4121;                    North         East    Units  Estimated Accuracy
 AA4121;SPC SC       -   326,040.      563,550.      MT  (+/- 180 meters Scaled)
 AA4121
 AA4121                          SUPERSEDED SURVEY CONTROL
 AA4121
 AA4121.No superseded survey control is available for this station.
 AA4121
 AA4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU539478(NAD 83)
 AA4121_MARKER: DD = SURVEY DISK
 AA4121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4121_STAMPING: 44 008 1993
 AA4121_MARK LOGO: SCGS  
 AA4121_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4121+STABILITY: SURFACE MOTION
 AA4121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4121+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AA4121
 AA4121  HISTORY     - Date     Condition        Report By
 AA4121  HISTORY     - 1993     MONUMENTED       SCGS
 AA4121  HISTORY     - 19980311 GOOD             SCGS
 AA4121  HISTORY     - 20020417 GOOD             USPSQD
 AA4121
 AA4121                          STATION DESCRIPTION
 AA4121
 AA4121'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4121'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF A CONCRETE BLOCK
 AA4121'GARAGE AT A SHINGLE-SIDED HOUSE AT THE JUNCTION OF STATE HIGHWAYS 49
 AA4121'(LOCKHART HIGHWAY) AND 105 (MOUNT TABOR CHURCH ROAD), 2.7 MILES (4.3
 AA4121'KM) EAST SOUTHEAST OF LOCKHART. OWNERSHIP--ESSIE BINSON, 4712 LOCKHART
 AA4121'HIGHWAY, UNION, SC 29379, PHONE 803-545-6657. STATION IS A CONCRETE
 AA4121'POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE HIGHWAY 49,
 AA4121'145.0 FEET (44.2 M) SOUTH SOUTHEAST OF THE CENTER OF HIGHWAY 49, 44.4
 AA4121'FEET (13.5 M) NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 40.1
 AA4121'FEET (12.2 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 AA4121'103.4 FEET (31.5 M) WEST SOUTHWEST OF A POWER POLE 2700/2/7D WITH A
 AA4121'TRANSFORMER AND THREE GUY WIRES. DESCRIBED BY C.E. GEOGHEGAN.
 AA4121
 AA4121                          STATION RECOVERY (1998)
 AA4121
 AA4121'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4121'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF A CONCRETE BLOCK
 AA4121'GARAGE AT A SHINGLE-SIDED HOUSE AT THE JUNCTION OF STATE HIGHWAYS 49
 AA4121'(LOCKHART HIGHWAY) AND 105 (MOUNT TABOR CHURCH ROAD) , 2.7 MILES (4.3
 AA4121'KM) EAST SOUTHEAST OF LOCKHART.  OWNERSHIP--ESSIE BINSON, 4712
 AA4121'LOCKHART HIGHWAY, UNION, SC 29379, PHONE 803-545-6657.  STATION IS A
 AA4121'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE HIGHWAY
 AA4121'49, 145.0 FEET (44.2 M) SOUTH SOUTHEAST OF THE CENTER OF HIGHWAY 49,
 AA4121'4.4 NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 40.1 FEET (12.2
 AA4121'M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 103.4 FEET
 AA4121'(31.5 M) WEST SOUTHWEST OF A POWER POLE 2700/2/7D WITH A TRANSFORMER
 AA4121'AND THREE GUY WIRES.  RECOVERED BY C.J.  STONE.
 AA4121
 AA4121                          STATION RECOVERY (2002)
 AA4121
 AA4121'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4122 ***********************************************************************
 AA4122  DESIGNATION -  44 009
 AA4122  PID         -  AA4122
 AA4122  STATE/COUNTY-  SC/UNION
 AA4122  USGS QUAD   -  LOCKHART (1983)
 AA4122
 AA4122                         *CURRENT SURVEY CONTROL
 AA4122  ___________________________________________________________________
 AA4122* NAD 83(1986)-  34 46 40.     (N)    081 29 19.     (W)     SCALED    
 AA4122* NAVD 88     -       156.123  (meters)     512.21   (feet)  ADJUSTED  
 AA4122  ___________________________________________________________________
 AA4122  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AA4122  DYNAMIC HT  -         155.972 (meters)     511.72  (feet)  COMP
 AA4122  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 AA4122
 AA4122  VERT ORDER  -  FIRST     CLASS II
 AA4122
 AA4122.The horizontal coordinates were scaled from a topographic map and have
 AA4122.an estimated accuracy of +/- 6 seconds.
 AA4122
 AA4122.The orthometric height was determined by differential leveling
 AA4122.and adjusted by the National Geodetic Survey in September 1998..
 AA4122
 AA4122.The geoid height was determined by GEOID03.
 AA4122
 AA4122.The dynamic height is computed by dividing the NAVD 88
 AA4122.geopotential number by the normal gravity value computed on the
 AA4122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4122.degrees latitude (g = 980.6199 gals.).
 AA4122
 AA4122.The modeled gravity was interpolated from observed gravity values.
 AA4122
 AA4122;                    North         East    Units  Estimated Accuracy
 AA4122;SPC SC       -   326,650.      564,880.      MT  (+/- 180 meters Scaled)
 AA4122
 AA4122                          SUPERSEDED SURVEY CONTROL
 AA4122
 AA4122.No superseded survey control is available for this station.
 AA4122
 AA4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU552485(NAD 83)
 AA4122_MARKER: DD = SURVEY DISK
 AA4122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4122_STAMPING: 44 009 1994
 AA4122_MARK LOGO: SCGS  
 AA4122_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4122+STABILITY: SURFACE MOTION
 AA4122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4122+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AA4122
 AA4122  HISTORY     - Date     Condition        Report By
 AA4122  HISTORY     - 1993     MONUMENTED       SCGS
 AA4122  HISTORY     - 19980311 GOOD             SCGS
 AA4122  HISTORY     - 20020417 GOOD             USPSQD
 AA4122
 AA4122                          STATION DESCRIPTION
 AA4122
 AA4122'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4122'STATION IS LOCATED 1.7 MILES (2.7 KM) WEST SOUTHWEST OF LOCKHART,
 AA4122'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4122'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4122'OF STATE HIGHWAYS 49 (LOCKHART HIGHWAY) AND 105 (MOUNT TABOR CHURCH
 AA4122'ROAD), 2.7 MILES (4.3 KM) EAST SOUTHEAST OF LOCKHART, GO EAST
 AA4122'NORTHEAST ON HIGHWAY 49 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE
 AA4122'ROAD 10 (OLD UNION ROAD), CONTINUE ON HIGHWAY 49 FOR 0.2 MILE (0.3 KM)
 AA4122'TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A CONCRETE
 AA4122'POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY,
 AA4122'42.2 FEET (12.9 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 10.5
 AA4122'FEET (3.2 M) SOUTH SOUTHEAST OF THE POWER POLE WITH A SCGS REFERENCE
 AA4122'WASHER ATTACHED, 45.5 FEET (13.9 M) WEST OF THE WEST END OF A 1.2-FOOT
 AA4122'CONCRETE PIPE CULVERT BENEATH A GRAVEL DRIVEWAY LEADING TO A BRICK
 AA4122'HOUSE, 47.8 FEET (14.6 M) WEST SOUTHWEST OF THE WEST GATE POST FOR A
 AA4122'METAL GATE ACROSS THE DRIVEWAY, 98.6 FEET (30.1 M) SOUTHWEST OF A
 AA4122'SECURITY LIGHT POLE, 10.0 FEET (3.0 M) SOUTH SOUTHEAST OF A WITNESS
 AA4122'POST AT THE POWER POLE. DESCRIBED BY C.E. GEOGHEGAN.
 AA4122
 AA4122                          STATION RECOVERY (1998)
 AA4122
 AA4122'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4122'STATION IS LOCATED 1.7 MILES (2.7 KM) WEST SOUTHWEST OF LOCKHART, 8.85
 AA4122'MILES (14.24 KM) EAST NORTHEAST OF UNION.  OWNERSHIP--SCDOT, DIRECTOR
 AA4122'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4122'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4122'HIGHWAYS 49 (LOCKHART HIGHWAY) AND 105 (MOUNT TABOR CHURCH ROAD) , 2.7
 AA4122'MILES (4.3 KM) EAST SOUTHEAST OF LOCKHART, GO EAST NORTHEAST ON
 AA4122'HIGHWAY 49 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 10 (OLD
 AA4122'UNION ROAD) , CONTINUE ON HIGHWAY 49 FOR 0.2 MILE (0.3 KM) TO THE
 AA4122'STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 AA4122'FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 42.2
 AA4122'FEET (12.9 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 10.5 FEET
 AA4122'(3.2 M) SOUTH SOUTHEAST OF THE POWER POLE WITH A SCGS REFERENCE WASHER
 AA4122'ATTACHED, 45.5 FEET (13.9 M) WEST OF THE WEST END OF A 1.2-FOOT
 AA4122'CONCRETE PIPE CULVERT BENEATH A GRAVEL DRIVEWAY LEADING TO A BRICK
 AA4122'HOUSE, 47.8 FEET (14.6 M) WEST SOUTHWEST OF THE WEST GATE POST FOR A
 AA4122'METAL GATE ACROSS THE DRIVEWAY, 98.6 FEET (30.1 M) SOUTHWEST OF A
 AA4122'SECURITY LIGHT POLE, 10.0 FEET (3.0 M) SOUTH SOUTHEAST OF A WITNESS
 AA4122'POST AT THE POWER POLE.  RECOVERED BY C.J.  STONE.
 AA4122
 AA4122                          STATION RECOVERY (2002)
 AA4122
 AA4122'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4122'DISK IS STAMPED 44 009 1994 ( NOT 1993 ).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4123 ***********************************************************************
 AA4123  DESIGNATION -  44 010
 AA4123  PID         -  AA4123
 AA4123  STATE/COUNTY-  SC/UNION
 AA4123  USGS QUAD   -  LOCKHART (1983)
 AA4123
 AA4123                         *CURRENT SURVEY CONTROL
 AA4123  ___________________________________________________________________
 AA4123* NAD 83(2001)-  34 47 07.59611(N)    081 28 10.33988(W)     ADJUSTED  
 AA4123* NAVD 88     -       157.507  (meters)     516.75   (feet)  ADJUSTED  
 AA4123  ___________________________________________________________________
 AA4123  X           -     777,891.551 (meters)                     COMP
 AA4123  Y           -  -5,186,131.534 (meters)                     COMP
 AA4123  Z           -   3,618,415.583 (meters)                     COMP
 AA4123  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA4123  ELLIP HEIGHT-         126.47  (meters)          (03/13/03) GPS OBS
 AA4123  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 AA4123  DYNAMIC HT  -         157.355 (meters)     516.26  (feet)  COMP
 AA4123  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 AA4123
 AA4123  HORZ ORDER  -  FIRST
 AA4123  VERT ORDER  -  FIRST     CLASS II
 AA4123  ELLP ORDER  -  FOURTH    CLASS II
 AA4123
 AA4123.The horizontal coordinates were established by GPS observations
 AA4123.and adjusted by the National Geodetic Survey in March 2003..
 AA4123
 AA4123.The orthometric height was determined by differential leveling
 AA4123.and adjusted by the National Geodetic Survey in September 1998..
 AA4123
 AA4123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4123
 AA4123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4123
 AA4123.The ellipsoidal height was determined by GPS observations
 AA4123.and is referenced to NAD 83.
 AA4123
 AA4123.The geoid height was determined by GEOID03.
 AA4123
 AA4123.The dynamic height is computed by dividing the NAVD 88
 AA4123.geopotential number by the normal gravity value computed on the
 AA4123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4123.degrees latitude (g = 980.6199 gals.).
 AA4123
 AA4123.The modeled gravity was interpolated from observed gravity values.
 AA4123
 AA4123;                    North         East     Units Scale Factor Converg.
 AA4123;SPC SC       -   327,491.123   566,625.938   MT  0.99998333   -0 15 37.1
 AA4123;SPC SC       - 1,074,445.94  1,859,008.98   iFT  0.99998333   -0 15 37.1
 AA4123;UTM  17      - 3,849,350.392   457,042.094   MT  0.99962274   -0 16 04.4
 AA4123
 AA4123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4123!SPC SC       -   0.99998015  x   0.99998333  =   0.99996348
 AA4123!UTM  17      -   0.99998015  x   0.99962274  =   0.99960290
 AA4123
 AA4123                          SUPERSEDED SURVEY CONTROL
 AA4123
 AA4123  NAD 83(1995)-  34 47 07.59626(N)    081 28 10.33986(W) AD(       ) 1
 AA4123  ELLIP H (08/25/00)  126.48   (m)                       GP(       ) 4 1
 AA4123  NAD 83(1986)-  34 47 07.61002(N)    081 28 10.34709(W) AD(       ) 1
 AA4123
 AA4123.Superseded values are not recommended for survey control.
 AA4123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4123.See file dsdata.txt to determine how the superseded data were derived.
 AA4123
 AA4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU5704249350(NAD 83)
 AA4123_MARKER: DD = SURVEY DISK
 AA4123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4123_STAMPING: 44 010 1993
 AA4123_MARK LOGO: SCGS  
 AA4123_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4123+STABILITY: SURFACE MOTION
 AA4123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4123+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AA4123
 AA4123  HISTORY     - Date     Condition        Report By
 AA4123  HISTORY     - 1993     MONUMENTED       SCGS
 AA4123  HISTORY     - 19980311 GOOD             SCGS
 AA4123  HISTORY     - 20020417 GOOD             USPSQD
 AA4123
 AA4123                          STATION DESCRIPTION
 AA4123
 AA4123'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4123'STATION IS LOCATED 0.5 MILE (0.8 KM) WEST OF LOCKHART,
 AA4123'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4123'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE WEST
 AA4123'JUNCTION OF STATE HIGHWAYS 9 AND 49 IN LOCKHART, GO WEST ON HIGHWAY 49
 AA4123'FOR 0.35 MILE (0.56 KM) TO A ROAD RIGHT (WOODSIDE DRIVE), TURN RIGHT
 AA4123'ON WOODSIDE DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT
 AA4123'CENTERED BENEATH A STEEL HIGH-TENSION LINE TOWER. STATION IS A
 AA4123'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 26.8 FEET
 AA4123'(8.2 M) SOUTHWEST OF THE CENTER OF THE ROAD, 44.3 FEET (13.5 M) EAST
 AA4123'SOUTHEAST OF A POWER POLE NUMBER 16 WITH TWO GUY WIRES, 10.7 FEET (3.3
 AA4123'M) WEST SOUTHWEST OF A WITNESS POST AT THE EAST LEG OF THE TOWER.
 AA4123'DESCRIBED BY C.E. GEOGHEGAN.
 AA4123
 AA4123                          STATION RECOVERY (1998)
 AA4123
 AA4123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4123'STATION IS LOCATED 0.5 MILE (0.8 KM) WEST OF LOCKHART, 10.15 MILES
 AA4123'(16.33 KM) EAST NORTHEAST OF UNION.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4123'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4123'803-737-1350.  TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 AA4123'HIGHWAYS 9 AND 49 IN LOCKHART, GO WEST ON HIGHWAY 49 FOR 0.35 MILE
 AA4123'(0.56 KM) TO A ROAD RIGHT (WOODSIDE DRIVE) , TURN RIGHT ON WOODSIDE
 AA4123'DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT CENTERED
 AA4123'BENEATH A STEEL HIGH-TENSION LINE TOWER.  STATION IS A CONCRETE POST
 AA4123'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 26.8 FEET (8.2 M)
 AA4123'SOUTHWEST OF THE CENTER OF THE ROAD, 44.3 FEET (13.5 M) EAST SOUTHEAST
 AA4123'OF A POWER POLE NUMBER 16 WITH TWO GUY WIRES, 10.7 FEET (3.3 M) WEST
 AA4123'SOUTHWEST OF A WITNESS POST AT THE EAST LEG OF THE TOWER.
 AA4123
 AA4123                          STATION RECOVERY (2002)
 AA4123
 AA4123'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4042 ***********************************************************************
 AA4042  DESIGNATION -  44 011
 AA4042  PID         -  AA4042
 AA4042  STATE/COUNTY-  SC/UNION
 AA4042  USGS QUAD   -  WHITMIRE NORTH (1970)
 AA4042
 AA4042                         *CURRENT SURVEY CONTROL
 AA4042  ___________________________________________________________________
 AA4042* NAD 83(1986)-  34 35 18.     (N)    081 35 17.     (W)     SCALED    
 AA4042* NAVD 88     -       126.230  (meters)     414.14   (feet)  ADJUSTED  
 AA4042  ___________________________________________________________________
 AA4042  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AA4042  DYNAMIC HT  -         126.108 (meters)     413.74  (feet)  COMP
 AA4042  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 AA4042
 AA4042  VERT ORDER  -  FIRST     CLASS II
 AA4042
 AA4042.The horizontal coordinates were scaled from a topographic map and have
 AA4042.an estimated accuracy of +/- 6 seconds.
 AA4042
 AA4042.The orthometric height was determined by differential leveling
 AA4042.and adjusted by the National Geodetic Survey in September 1998..
 AA4042
 AA4042.The geoid height was determined by GEOID03.
 AA4042
 AA4042.The dynamic height is computed by dividing the NAVD 88
 AA4042.geopotential number by the normal gravity value computed on the
 AA4042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4042.degrees latitude (g = 980.6199 gals.).
 AA4042
 AA4042.The modeled gravity was interpolated from observed gravity values.
 AA4042
 AA4042;                    North         East    Units  Estimated Accuracy
 AA4042;SPC SC       -   305,680.      555,660.      MT  (+/- 180 meters Scaled)
 AA4042
 AA4042                          SUPERSEDED SURVEY CONTROL
 AA4042
 AA4042.No superseded survey control is available for this station.
 AA4042
 AA4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU460275(NAD 83)
 AA4042_MARKER: DD = SURVEY DISK
 AA4042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4042_STAMPING: 44 011 1994
 AA4042_MARK LOGO: SCGS  
 AA4042_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4042+STABILITY: SURFACE MOTION
 AA4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4042+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 AA4042
 AA4042  HISTORY     - Date     Condition        Report By
 AA4042  HISTORY     - 1994     MONUMENTED       SCGS
 AA4042  HISTORY     - 19980218 GOOD             SCGS
 AA4042  HISTORY     - 20020503 GOOD             USPSQD
 AA4042
 AA4042                          STATION DESCRIPTION
 AA4042
 AA4042'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4042'STATION IS LOCATED 7.0 MILES (11.3 KM) WEST OF CARLISLE, 6.1 MILES
 AA4042'(9.8 KM) NORTH OF WHITMIRE. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4042'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4042'TO REACH THE STATION FROM THE NORTH CONNECTOR AT THE NORTHEAST
 AA4042'JUNCTION OF STATE HIGHWAYS 72, 121 AND U.S. HIGHWAY 176, 1.85 MILES
 AA4042'(2.98 KM) NORTHEAST OF WHITMIRE, GO NORTH NORTHWEST ON HIGHWAY 176 FOR
 AA4042'5.2 MILES (8.4 KM) TO THE JUNCTION OF STATE ROAD 278 (BEATTY BRIDGE
 AA4042'ROAD) AND THE STATION NEAR A HISTORICAL MARKER (OTTERSONS FORT) IN THE
 AA4042'EAST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4042'GROUND AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY, 42.4 FEET (12.9 M) EAST
 AA4042'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 84.0 FEET (25.6 M) NORTH
 AA4042'NORTHEAST OF THE CENTER OF THE ROAD, 3.2 FEET (1.0 M) SOUTHEAST OF THE
 AA4042'MARKER SIGN POST, 34.9 FEET (10.6 M) SOUTH OF A POWER POLE WITH A SCGS
 AA4042'REFERENCE WASHER ATTACHED, 38.7 FEET (11.8 M) WEST NORTHWEST OF A
 AA4042'WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4042
 AA4042                          STATION RECOVERY (1998)
 AA4042
 AA4042'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4042'STATION IS LOCATED 7.0 MILES (11.3 KM) WEST OF CARLISLE, 6.1 MILES
 AA4042'(9.8 KM) NORTH OF WHITMIRE.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4042'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4042'803-737-1350.  TO REACH THE STATION FROM THE NORTH CONNECTOR AT THE
 AA4042'NORTHEAST JUNCTION OF STATE HIGHWAYS 72, 121 AND U.S.  HIGHWAY 176,
 AA4042'1.85 MILES (2.98 KM) NORTHEAST OF WHITMIRE, GO NORTH NORTHWEST ON
 AA4042'HIGHWAY 176 FOR 5.2 MILES (8.4 KM) TO THE JUNCTION OF STATE ROAD 278
 AA4042'(BEATTY BRIDGE ROAD) AND THE STATION NEAR A HISTORICAL MARKER
 AA4042'(OTTERSONS FORT) IN THE EAST ANGLE OF THE JUNCTION.  STATION IS A
 AA4042'CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE
 AA4042'HIGHWAY, 42.4 FEET (12.9 M) EAST SOUTHEAST OF THE CENTER OF THE
 AA4042'HIGHWAY, 111.8 FEET (34.1 M) NORTH NORTHEAST OF THE CENTER OF THE
 AA4042'ROAD, 3.2 FEET (1.0 M) SOUTHEAST OF THE MARKER SIGN POST, 34.9 FEET
 AA4042'(10.6 M) SOUTH OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED,
 AA4042'38.7 FEET (11.8 M) WEST NORTHWEST OF A WITNESS POST.  RECOVERED BY
 AA4042'D.A.  NOVAK.
 AA4042
 AA4042                          STATION RECOVERY (2002)
 AA4042
 AA4042'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4041 ***********************************************************************
 AA4041  DESIGNATION -  44 012
 AA4041  PID         -  AA4041
 AA4041  STATE/COUNTY-  SC/UNION
 AA4041  USGS QUAD   -  WHITMIRE NORTH (1970)
 AA4041
 AA4041                         *CURRENT SURVEY CONTROL
 AA4041  ___________________________________________________________________
 AA4041* NAD 83(1986)-  34 35 55.     (N)    081 35 17.     (W)     SCALED    
 AA4041* NAVD 88     -       140.438  (meters)     460.75   (feet)  ADJUSTED  
 AA4041  ___________________________________________________________________
 AA4041  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 AA4041  DYNAMIC HT  -         140.301 (meters)     460.30  (feet)  COMP
 AA4041  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 AA4041
 AA4041  VERT ORDER  -  FIRST     CLASS II
 AA4041
 AA4041.The horizontal coordinates were scaled from a topographic map and have
 AA4041.an estimated accuracy of +/- 6 seconds.
 AA4041
 AA4041.The orthometric height was determined by differential leveling
 AA4041.and adjusted by the National Geodetic Survey in September 1998..
 AA4041
 AA4041.The geoid height was determined by GEOID03.
 AA4041
 AA4041.The dynamic height is computed by dividing the NAVD 88
 AA4041.geopotential number by the normal gravity value computed on the
 AA4041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4041.degrees latitude (g = 980.6199 gals.).
 AA4041
 AA4041.The modeled gravity was interpolated from observed gravity values.
 AA4041
 AA4041;                    North         East    Units  Estimated Accuracy
 AA4041;SPC SC       -   306,820.      555,660.      MT  (+/- 180 meters Scaled)
 AA4041
 AA4041                          SUPERSEDED SURVEY CONTROL
 AA4041
 AA4041.No superseded survey control is available for this station.
 AA4041
 AA4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU460286(NAD 83)
 AA4041_MARKER: DD = SURVEY DISK
 AA4041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4041_STAMPING: 44 012 1994
 AA4041_MARK LOGO: SCGS  
 AA4041_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4041+STABILITY: SURFACE MOTION
 AA4041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4041+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 AA4041
 AA4041  HISTORY     - Date     Condition        Report By
 AA4041  HISTORY     - 1994     MONUMENTED       SCGS
 AA4041  HISTORY     - 19980218 GOOD             SCGS
 AA4041  HISTORY     - 20020503 GOOD             USPSQD
 AA4041
 AA4041                          STATION DESCRIPTION
 AA4041
 AA4041'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4041'STATION IS LOCATED 7.0 MILES (11.3 KM) WEST OF CARLISLE, 6.8 MILES
 AA4041'(10.9 KM) NORTH OF WHITMIRE. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4041'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4041'TO REACH THE STATION FROM THE NORTH CONNECTOR AT THE NORTHEAST
 AA4041'JUNCTION OF STATE HIGHWAYS 72, 121 AND U.S. HIGHWAY 176, 1.85 MILES
 AA4041'(2.98 KM) NORTHEAST OF WHITMIRE, GO NORTH NORTHWEST ON HIGHWAY 176 FOR
 AA4041'5.9 MILES (9.5 KM) TO THE JUNCTION OF STATE ROAD 36 (TINKER CREEK
 AA4041'ROAD) AND THE STATION NEAR A TELEPHONE JUNCTION BOX IN THE EAST ANGLE
 AA4041'OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4041'1.0 FOOT (0.3 M) BELOW THE ROAD, 99.0 FEET (30.2 M) NORTHEAST OF THE
 AA4041'CENTER OF THE HIGHWAY, 32.0 FEET (9.8 M) EAST SOUTHEAST OF THE CENTER
 AA4041'OF THE ROAD, 30.3 FEET (9.2 M) SOUTH SOUTHWEST OF A TELEPHONE JUNCTION
 AA4041'BOX 108E1/76/E1, 20.0 FEET (6.1 M) NORTHEAST OF THE SOUTHEAST END OF A
 AA4041'0.8-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 38.6 FEET (11.8 M)
 AA4041'NORTHEAST OF THE CENTER OF A WOODS ROAD LEADING SOUTHEAST, 1.4 FEET
 AA4041'(0.4 M) WEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4041
 AA4041                          STATION RECOVERY (1998)
 AA4041
 AA4041'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4041'RECOVERED AS DESCRIBED.
 AA4041
 AA4041                          STATION RECOVERY (2002)
 AA4041
 AA4041'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4040 ***********************************************************************
 AA4040  DESIGNATION -  44 013
 AA4040  PID         -  AA4040
 AA4040  STATE/COUNTY-  SC/UNION
 AA4040  USGS QUAD   -  WHITMIRE NORTH (1970)
 AA4040
 AA4040                         *CURRENT SURVEY CONTROL
 AA4040  ___________________________________________________________________
 AA4040* NAD 83(1986)-  34 36 28.     (N)    081 34 27.     (W)     SCALED    
 AA4040* NAVD 88     -       146.201  (meters)     479.66   (feet)  ADJUSTED  
 AA4040  ___________________________________________________________________
 AA4040  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AA4040  DYNAMIC HT  -         146.059 (meters)     479.20  (feet)  COMP
 AA4040  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 AA4040
 AA4040  VERT ORDER  -  FIRST     CLASS II
 AA4040
 AA4040.The horizontal coordinates were scaled from a topographic map and have
 AA4040.an estimated accuracy of +/- 6 seconds.
 AA4040
 AA4040.The orthometric height was determined by differential leveling
 AA4040.and adjusted by the National Geodetic Survey in September 1998..
 AA4040
 AA4040.The geoid height was determined by GEOID03.
 AA4040
 AA4040.The dynamic height is computed by dividing the NAVD 88
 AA4040.geopotential number by the normal gravity value computed on the
 AA4040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4040.degrees latitude (g = 980.6199 gals.).
 AA4040
 AA4040.The modeled gravity was interpolated from observed gravity values.
 AA4040
 AA4040;                    North         East    Units  Estimated Accuracy
 AA4040;SPC SC       -   307,830.      556,940.      MT  (+/- 180 meters Scaled)
 AA4040
 AA4040                          SUPERSEDED SURVEY CONTROL
 AA4040
 AA4040.No superseded survey control is available for this station.
 AA4040
 AA4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU473296(NAD 83)
 AA4040_MARKER: DD = SURVEY DISK
 AA4040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4040_STAMPING: 44 013 1994
 AA4040_MARK LOGO: SCGS  
 AA4040_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4040+STABILITY: SURFACE MOTION
 AA4040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4040+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 AA4040
 AA4040  HISTORY     - Date     Condition        Report By
 AA4040  HISTORY     - 1994     MONUMENTED       SCGS
 AA4040  HISTORY     - 19980218 GOOD             SCGS
 AA4040  HISTORY     - 20020503 GOOD             USPSQD
 AA4040
 AA4040                          STATION DESCRIPTION
 AA4040
 AA4040'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4040'STATION IS LOCATED 6.3 MILES (10.1 KM) WEST NORTHWEST OF CARLISLE, 7.6
 AA4040'MILES (12.2 KM) NORTH NORTHEAST OF WHITMIRE. OWNERSHIP--C.R. MCMORRIS,
 AA4040'490 TINKER CREEK ROAD, UNION, SC, PHONE 803-427-6016. TO REACH THE
 AA4040'STATION FROM THE NORTH CONNECTOR AT THE NORTHEAST JUNCTION OF STATE
 AA4040'HIGHWAYS 72, 121 AND U.S. HIGHWAY 176, 1.85 MILES (2.98 KM) NORTHEAST
 AA4040'OF WHITMIRE, GO NORTH NORTHWEST ON HIGHWAY 176 FOR 5.9 MILES (9.5 KM)
 AA4040'TO THE JUNCTION OF STATE ROAD 36 (TINKER CREEK ROAD), TURN RIGHT ON
 AA4040'ROAD 36 FOR 1.2 MILES (1.9 KM) TO THE STATION ON THE RIGHT NEAR A
 AA4040'POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 AA4040'FOOT (15.2 CM) BELOW THE DRIVEWAY, 14.0 FEET (4.3 M) NORTHWEST OF THE
 AA4040'CENTER OF A SAND DRIVEWAY FOR BOTH HOUSES, 117.4 FEET (35.8 M)
 AA4040'SOUTHEAST OF THE CENTER OF THE ROAD, 60.3 FEET (18.4 M) NORTH
 AA4040'NORTHEAST OF THE NORTH CORNER OF A BRICK HOUSE NUMBER 490, 43.0 FEET
 AA4040'(13.1 M) WEST SOUTHWEST OF THE WEST CORNER OF A SHINGLE-SIDED HOUSE
 AA4040'NUMBER 496, 88.0 FEET (26.8 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION
 AA4040'BOX NUMBER 65, 16.5 FEET (5.0 M) SOUTH SOUTHWEST OF A 3.2-FOOT OAK
 AA4040'TREE, 7.1 FEET (2.2 M) NORTHEAST OF A WITNESS POST AT THE POWER POLE.
 AA4040'DESCRIBED BY C.E. GEOGHEGAN.
 AA4040
 AA4040                          STATION RECOVERY (1998)
 AA4040
 AA4040'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4040'RECOVERED AS DESCRIBED.
 AA4040
 AA4040                          STATION RECOVERY (2002)
 AA4040
 AA4040'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4039 ***********************************************************************
 AA4039  DESIGNATION -  44 014
 AA4039  PID         -  AA4039
 AA4039  STATE/COUNTY-  SC/UNION
 AA4039  USGS QUAD   -  WHITMIRE NORTH (1970)
 AA4039
 AA4039                         *CURRENT SURVEY CONTROL
 AA4039  ___________________________________________________________________
 AA4039* NAD 83(1986)-  34 37 01.     (N)    081 34 10.     (W)     SCALED    
 AA4039* NAVD 88     -       151.448  (meters)     496.88   (feet)  ADJUSTED  
 AA4039  ___________________________________________________________________
 AA4039  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AA4039  DYNAMIC HT  -         151.300 (meters)     496.39  (feet)  COMP
 AA4039  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 AA4039
 AA4039  VERT ORDER  -  FIRST     CLASS II
 AA4039
 AA4039.The horizontal coordinates were scaled from a topographic map and have
 AA4039.an estimated accuracy of +/- 6 seconds.
 AA4039
 AA4039.The orthometric height was determined by differential leveling
 AA4039.and adjusted by the National Geodetic Survey in September 1998..
 AA4039
 AA4039.The geoid height was determined by GEOID03.
 AA4039
 AA4039.The dynamic height is computed by dividing the NAVD 88
 AA4039.geopotential number by the normal gravity value computed on the
 AA4039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4039.degrees latitude (g = 980.6199 gals.).
 AA4039
 AA4039.The modeled gravity was interpolated from observed gravity values.
 AA4039
 AA4039;                    North         East    Units  Estimated Accuracy
 AA4039;SPC SC       -   308,850.      557,380.      MT  (+/- 180 meters Scaled)
 AA4039
 AA4039                          SUPERSEDED SURVEY CONTROL
 AA4039
 AA4039.No superseded survey control is available for this station.
 AA4039
 AA4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU477307(NAD 83)
 AA4039_MARKER: DD = SURVEY DISK
 AA4039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4039_STAMPING: 44 014 1994
 AA4039_MARK LOGO: SCGS  
 AA4039_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4039+STABILITY: SURFACE MOTION
 AA4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4039+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 AA4039
 AA4039  HISTORY     - Date     Condition        Report By
 AA4039  HISTORY     - 1994     MONUMENTED       SCGS
 AA4039  HISTORY     - 19980218 GOOD             SCGS
 AA4039  HISTORY     - 20020503 GOOD             USPSQD
 AA4039
 AA4039                          STATION DESCRIPTION
 AA4039
 AA4039'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4039'STATION IS LOCATED 6.2 MILES (10.0 KM) WEST NORTHWEST OF CARLISLE, 8.3
 AA4039'MILES (13.4 KM) NORTH NORTHEAST OF WHITMIRE. OWNERSHIP--HAZEL GREGORY,
 AA4039'755 TINKER CREEK ROAD, UNION, SC 29379, PHONE 803-427-6921. TO REACH
 AA4039'THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAYS 72, 121 AND 215
 AA4039'(JANIE G GOREE BOULEVARD AND KING-KENNEDY STREET) IN CARLISLE, GO
 AA4039'NORTH NORTHWEST ON HIGHWAY 215 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION
 AA4039'OF STATE ROAD 24 (FISHDAM AVENUE), TURN LEFT ON ROAD 24 FOR 5.75 MILES
 AA4039'(9.25 KM) TO THE JUNCTION OF STATE ROAD 36 (TINKER CREEK ROAD), TURN
 AA4039'LEFT ON ROAD 36 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE RIGHT NEAR
 AA4039'AN OAK TREE IN A CIRCULAR BRICK PLANTER IN THE FRONT YARD OF A BRICK
 AA4039'HOUSE NUMBER 755. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AA4039'0.5 FOOT (15.2 CM) ABOVE THE DRIVEWAY, 193.0 FEET (58.8 M) NORTHWEST
 AA4039'OF THE CENTER OF THE ROAD, 48.2 FEET (14.7 M) SOUTH SOUTHEAST OF THE
 AA4039'SOUTHWEST CORNER OF THE HOUSE, 22.9 FEET (7.0 M) NORTH NORTHWEST OF
 AA4039'THE NORTH NORTHWEST EDGE OF THE BRICK PLANTER, 87.4 FEET (26.6 M)
 AA4039'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK PLATFORM SUPPORTING A
 AA4039'CAST IRON BELL, 25.0 FEET (7.6 M) EAST NORTHEAST OF THE CENTER OF A
 AA4039'GRAVEL DRIVEWAY LEADING TO THE HOUSE, 18.0 FEET (5.5 M) SOUTHEAST OF
 AA4039'THE NORTH NORTHWEST END OF A 0.5-FOOT TILE CULVERT PIPE PARALLELING
 AA4039'THE GRAVEL DRIVEWAY. DESCRIBED BY C.E. GEOGHEGAN.
 AA4039
 AA4039                          STATION RECOVERY (1998)
 AA4039
 AA4039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4039'RECOVERED AS DESCRIBED.
 AA4039
 AA4039                          STATION RECOVERY (2002)
 AA4039
 AA4039'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4038 ***********************************************************************
 AA4038  DESIGNATION -  44 015
 AA4038  PID         -  AA4038
 AA4038  STATE/COUNTY-  SC/UNION
 AA4038  USGS QUAD   -  WHITMIRE NORTH (1970)
 AA4038
 AA4038                         *CURRENT SURVEY CONTROL
 AA4038  ___________________________________________________________________
 AA4038* NAD 83(2001)-  34 37 27.16399(N)    081 33 16.10948(W)     ADJUSTED  
 AA4038* NAVD 88     -       150.875  (meters)     495.00   (feet)  ADJUSTED  
 AA4038  ___________________________________________________________________
 AA4038  X           -     771,697.610 (meters)                     COMP
 AA4038  Y           -  -5,197,347.063 (meters)                     COMP
 AA4038  Z           -   3,603,707.496 (meters)                     COMP
 AA4038  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AA4038  ELLIP HEIGHT-         120.10  (meters)          (03/13/03) GPS OBS
 AA4038  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AA4038  DYNAMIC HT  -         150.727 (meters)     494.51  (feet)  COMP
 AA4038  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 AA4038
 AA4038  HORZ ORDER  -  FIRST
 AA4038  VERT ORDER  -  FIRST     CLASS II
 AA4038  ELLP ORDER  -  FOURTH    CLASS II
 AA4038
 AA4038.The horizontal coordinates were established by GPS observations
 AA4038.and adjusted by the National Geodetic Survey in March 2003..
 AA4038
 AA4038.The orthometric height was determined by differential leveling
 AA4038.and adjusted by the National Geodetic Survey in September 1998..
 AA4038
 AA4038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4038
 AA4038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4038
 AA4038.The ellipsoidal height was determined by GPS observations
 AA4038.and is referenced to NAD 83.
 AA4038
 AA4038.The geoid height was determined by GEOID03.
 AA4038
 AA4038.The dynamic height is computed by dividing the NAVD 88
 AA4038.geopotential number by the normal gravity value computed on the
 AA4038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4038.degrees latitude (g = 980.6199 gals.).
 AA4038
 AA4038.The modeled gravity was interpolated from observed gravity values.
 AA4038
 AA4038;                    North         East     Units Scale Factor Converg.
 AA4038;SPC SC       -   309,644.452   558,756.369   MT  0.99993239   -0 18 26.6
 AA4038;SPC SC       - 1,015,893.87  1,833,190.19   iFT  0.99993239   -0 18 26.6
 AA4038;UTM  17      - 3,831,510.661   449,172.742   MT  0.99963184   -0 18 54.2
 AA4038
 AA4038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4038!SPC SC       -   0.99998115  x   0.99993239  =   0.99991354
 AA4038!UTM  17      -   0.99998115  x   0.99963184  =   0.99961299
 AA4038
 AA4038                          SUPERSEDED SURVEY CONTROL
 AA4038
 AA4038  NAD 83(1995)-  34 37 27.16377(N)    081 33 16.10839(W) AD(       ) 1
 AA4038  ELLIP H (08/25/00)  120.10   (m)                       GP(       ) 4 1
 AA4038  NAD 83(1986)-  34 37 27.17653(N)    081 33 16.11443(W) AD(       ) 1
 AA4038
 AA4038.Superseded values are not recommended for survey control.
 AA4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4038.See file dsdata.txt to determine how the superseded data were derived.
 AA4038
 AA4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU4917331511(NAD 83)
 AA4038_MARKER: DD = SURVEY DISK
 AA4038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4038_STAMPING: 44 015 1994
 AA4038_MARK LOGO: SCGS  
 AA4038_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4038+STABILITY: SURFACE MOTION
 AA4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4038+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 AA4038
 AA4038  HISTORY     - Date     Condition        Report By
 AA4038  HISTORY     - 1994     MONUMENTED       SCGS
 AA4038  HISTORY     - 19980218 GOOD             SCGS
 AA4038  HISTORY     - 20020503 GOOD             USPSQD
 AA4038
 AA4038                          STATION DESCRIPTION
 AA4038
 AA4038'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4038'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTHWEST OF CARLISLE, 7.5 MILES
 AA4038'(12.1 KM) SOUTHEAST OF UNION. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4038'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4038'TO REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAYS 72, 121
 AA4038'AND 215 (JANIE G GOREE BOULEVARD AND KING-KENNEDY STREET) IN CARLISLE,
 AA4038'GO NORTH NORTHWEST ON HIGHWAY 215 FOR 0.2 MILE (0.3 KM) TO THE
 AA4038'JUNCTION OF STATE ROAD 24 (FISHDAM AVENUE), TURN LEFT ON ROAD 24 FOR
 AA4038'5.75 MILES (9.25 KM) TO THE JUNCTION OF STATE ROAD 36 (TINKER CREEK
 AA4038'ROAD) AND THE STATION NEAR A TELEPHONE JUNCTION BOX IN THE SOUTHWEST
 AA4038'ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH WITH THE
 AA4038'GROUND AND 3.0 FEET (0.9 M) ABOVE THE ROAD, 36.4 FEET (11.1 M) SOUTH
 AA4038'SOUTHEAST OF THE CENTER OF ROAD 36, 87.4 FEET (26.6 M) SOUTHWEST OF
 AA4038'THE CENTER OF ROAD 24, 6.8 FEET (2.1 M) SOUTHWEST OF THE TELEPHONE
 AA4038'JUNCTION BOX NUMBER 36, 144.4 FEET (44.0 M) NORTH NORTHWEST OF THE
 AA4038'NORTH CORNER OF THE HOUSE, 62.7 FEET (19.1 M) WEST SOUTHWEST OF THE
 AA4038'SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 36, 1.4
 AA4038'FEET (0.4 M) NORTH NORTHEAST OF A WITNESS POST IN A FENCE LINE.
 AA4038'DESCRIBED BY C.E. GEOGHEGAN.
 AA4038
 AA4038                          STATION RECOVERY (1998)
 AA4038
 AA4038'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AA4038'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTHWEST OF CARLISLE, 7.5 MILES
 AA4038'(12.1 KM) SOUTHEAST OF UNION.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4038'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4038'803-737-1350.  TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 AA4038'HIGHWAYS 72, 121 AND 215 (JANIE G GOREE BOULEVARD AND KING-KENNEDY
 AA4038'STREET) IN CARLISLE, GO NORTH NORTHWEST ON HIGHWAY 215 FOR 0.2 MILE
 AA4038'(0.3 KM) TO THE JUNCTION OF STATE ROAD 24 (FISHDAM AVENUE) , TURN LEFT
 AA4038'ON ROAD 24 FOR 5.75 MILES (9.25 KM) TO THE JUNCTION OF STATE ROAD 36
 AA4038'(TINKER CREEK ROAD) AND THE STATION NEAR A TELEPHONE JUNCTION BOX IN
 AA4038'THE SOUTHWEST ANGLE OF THE JUNCTION.  STATION IS A CONCRETE POST FLUSH
 AA4038'WITH THE GROUND AND 3.0 FEET (0.9 M) ABOVE THE ROAD, 1.5 FEET (0.5 M)
 AA4038'NORTH NORTHEAST OF A WHITE PICKET FENCE, 36.4 FEET (11.1 M) SOUTH
 AA4038'SOUTHEAST OF THE CENTER OF ROAD 36, 93.0 FEET (28.3 M) FEET WEST
 AA4038'SOUTHWEST OF THE CENTER OF ROAD 24, 6.8 FEET (2.1 M) SOUTHWEST OF THE
 AA4038'TELEPHONE JUNCTION BOX NUMBER 36, 144.4 FEET (44.0 M) NORTH NORTHWEST
 AA4038'OF THE NORTH CORNER OF THE HOUSE, 62.7 FEET (19.1 M) WEST SOUTHWEST OF
 AA4038'THE SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 36.
 AA4038'RECOVERED BY D.A.  NOVAK.
 AA4038
 AA4038                          STATION RECOVERY (2002)
 AA4038
 AA4038'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 AA4038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2439 ***********************************************************************
 CK2439  DESIGNATION -  44 RFJ
 CK2439  PID         -  CK2439
 CK2439  STATE/COUNTY-  SC/CHARLESTON
 CK2439  USGS QUAD   -  OSBORN (1979)
 CK2439
 CK2439                         *CURRENT SURVEY CONTROL
 CK2439  ___________________________________________________________________
 CK2439* NAD 83(1986)-  32 46 46.     (N)    080 16 05.     (W)     SCALED    
 CK2439* NAVD 88     -        14.954  (meters)      49.06   (feet)  ADJUSTED  
 CK2439  ___________________________________________________________________
 CK2439  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 CK2439  DYNAMIC HT  -          14.937 (meters)      49.01  (feet)  COMP
 CK2439  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 CK2439
 CK2439  VERT ORDER  -  FIRST     CLASS II
 CK2439
 CK2439.The horizontal coordinates were scaled from a topographic map and have
 CK2439.an estimated accuracy of +/- 6 seconds.
 CK2439
 CK2439.The orthometric height was determined by differential leveling
 CK2439.and adjusted by the National Geodetic Survey in June 1991..
 CK2439
 CK2439.The geoid height was determined by GEOID03.
 CK2439
 CK2439.The dynamic height is computed by dividing the NAVD 88
 CK2439.geopotential number by the normal gravity value computed on the
 CK2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2439.degrees latitude (g = 980.6199 gals.).
 CK2439
 CK2439.The modeled gravity was interpolated from observed gravity values.
 CK2439
 CK2439;                    North         East    Units  Estimated Accuracy
 CK2439;SPC SC       -   105,170.      678,170.      MT  (+/- 180 meters Scaled)
 CK2439
 CK2439                          SUPERSEDED SURVEY CONTROL
 CK2439
 CK2439  NGVD 29 (03/21/89)   15.248  (m)           50.03   (f) ADJUSTED    1 2
 CK2439
 CK2439.Superseded values are not recommended for survey control.
 CK2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2439.See file dsdata.txt to determine how the superseded data were derived.
 CK2439
 CK2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS685270(NAD 83)
 CK2439_MARKER: DD = SURVEY DISK
 CK2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2439_SP_SET: CONCRETE POST
 CK2439_STAMPING: 50 44 RFJ 1972
 CK2439_MARK LOGO: USGS  
 CK2439_PROJECTION: FLUSH
 CK2439_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2439+STABILITY: SURFACE MOTION
 CK2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2439+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1994
 CK2439
 CK2439  HISTORY     - Date     Condition        Report By
 CK2439  HISTORY     - 1972     MONUMENTED       USGS
 CK2439  HISTORY     - 1983     GOOD             SCGS
 CK2439  HISTORY     - 19940719 GOOD             SCGS
 CK2439
 CK2439                          STATION DESCRIPTION
 CK2439
 CK2439'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2439'3.0 KM (1.9 MI) NW FROM RAVENEL.
 CK2439'1.1 KILOMETERS (0.7 MILE) NORTH-NORTHWEST ALONG STATE HIGHWAY 165 FROM
 CK2439'THE JUNCTION OF U.S. HIGHWAY 17 IN RAVENEL, THENCE 1.2 KILOMETERS
 CK2439'(0.75 MILE) WESTERLY ALONG A SAND ROAD TO A SAND CROSSROAD AND THE
 CK2439'MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION, SET 6.8 METERS (22.4
 CK2439'FEET) SOUTH-SOUTHWEST OF A 30-INCH PINE TREE THAT IS BESIDE THE ROAD,
 CK2439'13.7 METERS (45.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE SAND
 CK2439'ROAD RUNNING EAST AND WEST, 21.3 METERS (70.0 FEET) EAST-NORTHEAST OF
 CK2439'THE APPROXIMATE CENTER OF THE SAND ROAD RUNNING SOUTHWEST AND
 CK2439'NORTHEAST.
 CK2439'THE MARK IS 0.1 METERS  W FROM A WITNESS POST.
 CK2439'THE MARK IS 0.6 M ABOVE ROAD.
 CK2439
 CK2439                          STATION RECOVERY (1994)
 CK2439
 CK2439'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 CK2439'STATION IS LOCATED 1.95 MILES (3.14 KM) NORTHWEST OF RAVENEL.
 CK2439'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2439'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2439'JUNCTION OF U.S.  HIGHWAY 17 (SAVANNAH HIGHWAY) AND STATE HIGHWAY 165
 CK2439'IN RAVENEL, GO NORTHWEST ON HIGHWAY 165 FOR 0.75 MILE (1.21 KM) TO THE
 CK2439'JUNCTION OF STATE ROAD 1845 RIGHT AND A SAND ROAD LEFT (OLD
 CK2439'JACKSONBORO ROAD) , TURN LEFT ON THE SAND ROAD FOR 0.75 MILE (1.21 KM)
 CK2439'TO THE STATION NEAR A TWIN-TRUNK OAK TREE IN THE SOUTHEAST ANGLE OF A
 CK2439'SAND CROSSROAD (NEW ROAD) .  STATION IS A CONCRETE POST RECESSED 0.1
 CK2439'FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) ABOVE OLD JACKSONBORO ROAD, 62.5
 CK2439'FEET (19.1 M) EAST SOUTHEAST OF THE CENTER OF THE CROSSROAD, 44.7 FEET
 CK2439'(13.6 M) SOUTH SOUTHEAST OF THE CENTER OF OLD JACKSONBORO ROAD, 2.7
 CK2439'FEET (0.8 M) NORTHEAST OF THE 1.2-FOOT TWIN-TRUNK OAK TREE WITH A SCGS
 CK2439'REFERENCE WASHER ATTACHED, 146.5 FEET (44.7 M) EAST OF A POWER POLE
 CK2439'WITH THREE GUY WIRES, 0.3 FOOT (9.1 CM) WEST NORTHWEST OF A WITNESS
 CK2439'POST.  RECOVERED BY D.D.  WOODS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3313 ***********************************************************************
 DE3313  DESIGNATION -  44 SW 9
 DE3313  PID         -  DE3313
 DE3313  STATE/COUNTY-  SC/AIKEN
 DE3313  USGS QUAD   -  AIKEN (1980)
 DE3313
 DE3313                         *CURRENT SURVEY CONTROL
 DE3313  ___________________________________________________________________
 DE3313* NAD 83(1986)-  33 33 07.     (N)    081 41 37.     (W)     SCALED    
 DE3313* NAVD 88     -       157.218  (meters)     515.81   (feet)  ADJUSTED  
 DE3313  ___________________________________________________________________
 DE3313  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DE3313  DYNAMIC HT  -         157.048 (meters)     515.25  (feet)  COMP
 DE3313  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DE3313
 DE3313  VERT ORDER  -  FIRST     CLASS II
 DE3313
 DE3313.The horizontal coordinates were scaled from a topographic map and have
 DE3313.an estimated accuracy of +/- 6 seconds.
 DE3313
 DE3313.The orthometric height was determined by differential leveling
 DE3313.and adjusted by the National Geodetic Survey in April 1994..
 DE3313
 DE3313.The geoid height was determined by GEOID03.
 DE3313
 DE3313.The dynamic height is computed by dividing the NAVD 88
 DE3313.geopotential number by the normal gravity value computed on the
 DE3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3313.degrees latitude (g = 980.6199 gals.).
 DE3313
 DE3313.The modeled gravity was interpolated from observed gravity values.
 DE3313
 DE3313;                    North         East    Units  Estimated Accuracy
 DE3313;SPC SC       -   190,800.      545,200.      MT  (+/- 180 meters Scaled)
 DE3313
 DE3313                          SUPERSEDED SURVEY CONTROL
 DE3313
 DE3313.No superseded survey control is available for this station.
 DE3313
 DE3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT356126(NAD 83)
 DE3313_MARKER: P = PIPE CAP
 DE3313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3313_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3313_STAMPING: 44 1992 SW 9
 DE3313_MARK LOGO: SC0020
 DE3313_PROJECTION: RECESSED 15 CENTIMETERS
 DE3313_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3313+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 DE3313_ROD/PIPE-DEPTH: 0.76 meters
 DE3313
 DE3313  HISTORY     - Date     Condition        Report By
 DE3313  HISTORY     - 1992     MONUMENTED       SC0020
 DE3313  HISTORY     - 19920908 GOOD             SCGS
 DE3313  HISTORY     - 20000725 GOOD             SCGS
 DE3313
 DE3313                          STATION DESCRIPTION
 DE3313
 DE3313'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3313'STATION IS LOCATED 1.85 MILES (2.98 KM) EAST SOUTHEAST OF AIKEN.
 DE3313'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3313'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3313'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 78 AND STATE
 DE3313'HIGHWAY 4, 2.55 MILES (4.10 KM) EAST SOUTHEAST OF AIKEN, GO WEST
 DE3313'NORTHWEST ON HIGHWAY 78 FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE
 DE3313'LEFT AT THE EAST CORNER OF A CHAIN LINK FENCE CORNER POST AND A
 DE3313'SECURITY LIGHT POLE AT EASTSIDE MOTORS.
 DE3313'STATION IS A PIPE MARK WITH CAP RECESSED 0.6 FOOT (18.3 CM) AND LEVEL
 DE3313'WITH THE HIGHWAY, 7.2 FEET (2.2 M) SOUTH SOUTHWEST OF THE NORTH EDGE
 DE3313'OF THE CURB OF THE HIGHWAY, 16.5 FEET (5.0 M) EAST NORTHEAST OF THE
 DE3313'SECURITY LIGHT POLE, 17.1 FEET (5.2 M) EAST NORTHEAST OF THE CORNER
 DE3313'FENCE POST, 49.9 FEET (15.2 M) EAST SOUTHEAST OF THE CENTER OF A
 DE3313'DRAIN HOLE METAL COVER, 67.6 FEET (20.6 M) EAST SOUTHEAST OF THE
 DE3313'CENTER OF THE ENTRANCE DRIVEWAY TO EASTSIDE MOTORS, 1.7 FEET (0.5 M)
 DE3313'NORTH NORTHEAST OF A WITNESS POST.
 DE3313'RECOVERED BY T. HALL.
 DE3313
 DE3313                          STATION RECOVERY (2000)
 DE3313
 DE3313'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3313'STATION IS LOCATED 1.7 MILES (2.7 KM) EAST SOUTHEAST OF AIKEN.
 DE3313'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3313'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3313'JUNCTION OF STATE HIGHWAYS 4, 302 AND U.S.  HIGHWAY 78, 2.35 MILES
 DE3313'(3.78 KM) EAST SOUTHEAST OF AIKEN, GO WEST NORTHWEST ON HIGHWAY 78 FOR
 DE3313'0.85 MILE (1.37 KM) TO THE STATION ON THE LEFT AT THE EAST CORNER OF A
 DE3313'CHAIN LINK FENCE CORNER POST AND A SECURITY LIGHT POLE AT EASTSIDE
 DE3313'MOTORS.  STATION IS AN ALUMINUM PIPE MARK WITH CAP RECESSED 0.3 FOOT
 DE3313'(9.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 7.0 FEET (2.1 M)
 DE3313'SOUTH SOUTHWEST OF THE NORTH EDGE OF THE HIGHWAY CURB, 16.5 FEET (5.0
 DE3313'M) EAST NORTHEAST OF A SECURITY LIGHT POLE, 17.4 FEET (5.3 M) EAST
 DE3313'NORTHEAST OF THE CORNER FENCE POST, 67.0 FEET (20.4 M) EAST SOUTHEAST
 DE3313'OF THE CENTER OF THE ENTRANCE DRIVE TO EASTSIDE MOTORS, 50.0 FEET
 DE3313'(15.2 M) SOUTHEAST OF A MANHOLE COVER SET IN THE CURB OF THE HIGHWAY,
 DE3313'1.4 FEET (0.4 M) NORTH NORTHEAST OF A WITNESS POST.  RECOVERED BY J.B.
 DE3313'SMOAK0.9 M) SOUTH OF AN ELECTRIC OUTLET PROJECTING 0.3-FOOT, 0.8 FOOT
 DE3313'(24.4 CM) WEST NORTHWEST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3482 ***********************************************************************
 DD3482  DESIGNATION -  4400
 DD3482  PID         -  DD3482
 DD3482  STATE/COUNTY-  SC/GEORGETOWN
 DD3482  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3482
 DD3482                         *CURRENT SURVEY CONTROL
 DD3482  ___________________________________________________________________
 DD3482* NAD 83(2001)-  33 28 55.13856(N)    079 05 10.01938(W)     ADJUSTED  
 DD3482* NAVD 88     -         4.81   (+/-2cm)      15.8    (feet)  VERTCON   
 DD3482  ___________________________________________________________________
 DD3482  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DD3482  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD3482
 DD3482  HORZ ORDER  -  SECOND
 DD3482  VERT ORDER  -  THIRD ? (See Below)
 DD3482
 DD3482.The horizontal coordinates were established by classical geodetic methods
 DD3482.and adjusted by the National Geodetic Survey in March 2004..
 DD3482
 DD3482.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3482.The vertical order pertains to the NGVD 29 superseded value.
 DD3482
 DD3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3482
 DD3482.The geoid height was determined by GEOID03.
 DD3482
 DD3482;                    North         East     Units Scale Factor Converg.
 DD3482;SPC SC       -   184,476.056   787,433.834   MT  0.99979897   +1 03 39.8
 DD3482;SPC SC       -   605,236.40  2,583,444.34   iFT  0.99979897   +1 03 39.8
 DD3482;UTM  17      - 3,706,360.497   677,821.650   MT  0.99998985   +1 03 22.0
 DD3482
 DD3482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3482!SPC SC       -   1.00000470  x   0.99979897  =   0.99980367
 DD3482!UTM  17      -   1.00000470  x   0.99998985  =   0.99999455
 DD3482
 DD3482                          SUPERSEDED SURVEY CONTROL
 DD3482
 DD3482  NAD 83(1986)-  33 28 55.14797(N)    079 05 10.02133(W) AD(       ) 2
 DD3482  NAD 83(1986)-  33 28 55.14808(N)    079 05 10.02160(W) AD(       ) 3
 DD3482  NGVD 29 (11/30/89)    5.12   (m)           16.8    (f) LEVELING    3  
 DD3482
 DD3482.Superseded values are not recommended for survey control.
 DD3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3482.See file dsdata.txt to determine how the superseded data were derived.
 DD3482
 DD3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7782206360(NAD 83)
 DD3482_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3482_SETTING: 0 = UNSPECIFIED SETTING
 DD3482_STAMPING: 4400 1987
 DD3482_MARK LOGO: SCCC  
 DD3482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3482+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3482
 DD3482  HISTORY     - Date     Condition        Report By
 DD3482  HISTORY     - 1987     MONUMENTED       SCCC
 DD3482
 DD3482                          STATION DESCRIPTION
 DD3482
 DD3482'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3482'THE STATION IS LOCATED IN LITCHFIELD AT BREAKERS REEF ON THE OCEAN
 DD3482'SIDE OF BUILDING B.
 DD3482'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3482'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3482'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (113.5 FT)
 DD3482'SOUTHEAST FROM THE CORNER OF BUILDING B, (156.8 FT) EAST FROM THE
 DD3482'SOUTHWEST CORNER OF BUILDING B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4606 ***********************************************************************
 DD4606  DESIGNATION -  4400 B
 DD4606  PID         -  DD4606
 DD4606  STATE/COUNTY-  SC/GEORGETOWN
 DD4606  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4606
 DD4606                         *CURRENT SURVEY CONTROL
 DD4606  ___________________________________________________________________
 DD4606* NAD 83(2001)-  33 28 56.45108(N)    079 05 12.04604(W)     ADJUSTED  
 DD4606* NAVD 88     -         3.934  (meters)      12.91   (feet)  ADJUSTED  
 DD4606  ___________________________________________________________________
 DD4606  X           -   1,008,172.388 (meters)                     COMP
 DD4606  Y           -  -5,228,817.894 (meters)                     COMP
 DD4606  Z           -   3,498,684.448 (meters)                     COMP
 DD4606  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 DD4606  ELLIP HEIGHT-         -30.84  (meters)          (03/27/03) GPS OBS
 DD4606  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4606  DYNAMIC HT  -           3.930 (meters)      12.89  (feet)  COMP
 DD4606  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 DD4606
 DD4606  HORZ ORDER  -  SECOND
 DD4606  VERT ORDER  -  THIRD
 DD4606  ELLP ORDER  -  FOURTH    CLASS II
 DD4606
 DD4606.The horizontal coordinates were established by GPS observations
 DD4606.and adjusted by the National Geodetic Survey in March 2003..
 DD4606
 DD4606.The orthometric height was determined by differential leveling
 DD4606.and adjusted by the National Geodetic Survey in April 1995..
 DD4606
 DD4606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4606
 DD4606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4606
 DD4606.The ellipsoidal height was determined by GPS observations
 DD4606.and is referenced to NAD 83.
 DD4606
 DD4606.The geoid height was determined by GEOID03.
 DD4606
 DD4606.The dynamic height is computed by dividing the NAVD 88
 DD4606.geopotential number by the normal gravity value computed on the
 DD4606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4606.degrees latitude (g = 980.6199 gals.).
 DD4606
 DD4606.The modeled gravity was interpolated from observed gravity values.
 DD4606
 DD4606;                    North         East     Units Scale Factor Converg.
 DD4606;SPC SC       -   184,515.510   787,380.782   MT  0.99979895   +1 03 38.7
 DD4606;SPC SC       -   605,365.85  2,583,270.28   iFT  0.99979895   +1 03 38.7
 DD4606;UTM  17      - 3,706,399.963   677,768.592   MT  0.99998962   +1 03 20.9
 DD4606
 DD4606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4606!SPC SC       -   1.00000484  x   0.99979895  =   0.99980379
 DD4606!UTM  17      -   1.00000484  x   0.99998962  =   0.99999446
 DD4606
 DD4606:                Primary Azimuth Mark                     Grid Az
 DD4606:SPC SC       -  4430 B                                   035 12 07.2
 DD4606:UTM  17      -  4430 B                                   035 12 25.0
 DD4606
 DD4606|---------------------------------------------------------------------|
 DD4606| PID    Reference Object                     Distance      Geod. Az  |
 DD4606|                                                           dddmmss.s |
 DD4606| DD4605 4430 B                              489.055 METERS 0361545.9 |
 DD4606|---------------------------------------------------------------------|
 DD4606
 DD4606                          SUPERSEDED SURVEY CONTROL
 DD4606
 DD4606  NAD 83(1995)-  33 28 56.45248(N)    079 05 12.04586(W) AD(       ) 2
 DD4606  ELLIP H (12/20/99)  -30.89   (m)                       GP(       ) 4 1
 DD4606  NAD 83(1986)-  33 28 56.46152(N)    079 05 12.04939(W) AD(       ) 2
 DD4606  NGVD 29 (05/09/91)    4.248  (m)           13.94   (f) ADJUSTED    3 0
 DD4606
 DD4606.Superseded values are not recommended for survey control.
 DD4606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4606.See file dsdata.txt to determine how the superseded data were derived.
 DD4606
 DD4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7776906400(NAD 83)
 DD4606_MARKER: DD = SURVEY DISK
 DD4606_SETTING: 0 = UNSPECIFIED SETTING
 DD4606_STAMPING: 4400 B 1990
 DD4606_MARK LOGO: SCCC  
 DD4606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4606+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4606
 DD4606  HISTORY     - Date     Condition        Report By
 DD4606  HISTORY     - 1990     MONUMENTED       NGS
 DD4606
 DD4606                          STATION DESCRIPTION
 DD4606
 DD4606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4606'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) SOUTHWEST OF MURRELLS
 DD4606'INLET, 6.1 KM (3.8 MI) NORTHEAST OF PAWLEYS ISLAND AND AT THE
 DD4606'LITCHFIELD BY THE SEA RESORT.
 DD4606'OWNERSHIP--THE WACCAMAW NECK LAND COMPANY, P.O. DRAWER 97, PAWLEYS
 DD4606'ISLAND, SC 29585, PHONE 803-237-9551.  CALL HARRY STEWART, PROPERTY
 DD4606'MANAGER, FOR PERMISSION TO ENTER.
 DD4606'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DD4606'HIGHWAY 17 BUSINESS, AT THE SOUTHWEST EDGE OF MURRELLS INLET, GO
 DD4606'SOUTHWEST ON U.S. HIGHWAY 17 FOR 6.28 KM (3.90 MI) TO THE SOUTHWEST 1
 DD4606'OF 2 ENTRANCES TO LITCHFIELD BY THE SEA ON THE LEFT.  TURN LEFT AND
 DD4606'GO SOUTHEAST FOR 0.15 KM (0.09 MI) ON THE ENTRANCE ROAD TO THE GUARD
 DD4606'HOUSE ON THE LEFT.  CONTINUE AHEAD FOR 0.56 KM (0.35 MI) TO THE
 DD4606'TENNIS COURTS, TURN LEFT AND GO NORTHEAST FOR 0.40 KM (0.25 MI) TO A
 DD4606'TRAFFIC CIRCLE.  BEAR RIGHT AND GO NORTHEAST FOR 0.15 KM (0.09 MI) TO
 DD4606'THE GATE FOR BREAKERS REEF HOUSING COMPLEX.  PASS THRU GATE, TURN
 DD4606'LEFT AND GO NORTH FOR 0.25 KM (0.16 MI) TO END OF DRIVE AND THE
 DD4606'STATION ON THE LEFT.
 DD4606'STATION ON LEFT,  A SOUTH CAROLINA COASTAL COUNCIL DISK IN TOP OF A
 DD4606'PREFABRICATED ALUMINUM PIPE SURROUNDED BY A PVC PIPE FLUSH WITH THE
 DD4606'GROUND.  LOCATED 19.0 M (62.3 FT) WEST-NORTHWEST OF END OF PAVEMENT,
 DD4606'14.5 M (47.6 FT) NORTH AND ACROSS DRIVE FROM BOTTOM OF STEPS TO CONDO
 DD4606'1B, 5.6 M (18.4 FT) SOUTHEAST OF A LIGHT POLE, 1.4 M (4.6 FT)
 DD4606'SOUTH-SOUTHWEST OF 4 1/2 FOOT HIGH WOODEN FENCE AND 0.55 M (1.80 FT)
 DD4606'WEST-SOUTHWEST OF A 2 FOOT HIGH CONCRETE MV MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3483 ***********************************************************************
 DD3483  DESIGNATION -  4430
 DD3483  PID         -  DD3483
 DD3483  STATE/COUNTY-  SC/GEORGETOWN
 DD3483  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3483
 DD3483                         *CURRENT SURVEY CONTROL
 DD3483  ___________________________________________________________________
 DD3483* NAD 83(2001)-  33 29 07.82728(N)    079 04 58.33809(W)     ADJUSTED  
 DD3483* NAVD 88     -         4.72   (+/-2cm)      15.5    (feet)  VERTCON   
 DD3483  ___________________________________________________________________
 DD3483  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DD3483  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD3483
 DD3483  HORZ ORDER  -  SECOND
 DD3483  VERT ORDER  -  THIRD ? (See Below)
 DD3483
 DD3483.The horizontal coordinates were established by classical geodetic methods
 DD3483.and adjusted by the National Geodetic Survey in March 2004..
 DD3483
 DD3483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3483.The vertical order pertains to the NGVD 29 superseded value.
 DD3483
 DD3483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3483
 DD3483.The geoid height was determined by GEOID03.
 DD3483
 DD3483;                    North         East     Units Scale Factor Converg.
 DD3483;SPC SC       -   184,872.427   787,728.049   MT  0.99979878   +1 03 46.3
 DD3483;SPC SC       -   606,536.83  2,584,409.61   iFT  0.99979878   +1 03 46.3
 DD3483;UTM  17      - 3,706,756.919   678,115.956   MT  0.99999114   +1 03 28.8
 DD3483
 DD3483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3483!SPC SC       -   1.00000472  x   0.99979878  =   0.99980350
 DD3483!UTM  17      -   1.00000472  x   0.99999114  =   0.99999586
 DD3483
 DD3483                          SUPERSEDED SURVEY CONTROL
 DD3483
 DD3483  NAD 83(1986)-  33 29 07.83678(N)    079 04 58.34025(W) AD(       ) 2
 DD3483  NAD 83(1986)-  33 29 07.83687(N)    079 04 58.34049(W) AD(       ) 3
 DD3483  NGVD 29 (11/30/89)    5.03   (m)           16.5    (f) LEVELING    3  
 DD3483
 DD3483.Superseded values are not recommended for survey control.
 DD3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3483.See file dsdata.txt to determine how the superseded data were derived.
 DD3483
 DD3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7811606757(NAD 83)
 DD3483_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3483_SETTING: 0 = UNSPECIFIED SETTING
 DD3483_STAMPING: 4430 1987
 DD3483_MARK LOGO: SCCC  
 DD3483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3483+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3483
 DD3483  HISTORY     - Date     Condition        Report By
 DD3483  HISTORY     - 1987     MONUMENTED       SCCC
 DD3483
 DD3483                          STATION DESCRIPTION
 DD3483
 DD3483'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3483'THE STATION IS IN NORTH LITCHFIELD AT THE JUNCTION OF PARKER AVENUE
 DD3483'AND BEACH ACCESS NUMBER 12, THE STATION IS LOCATED ON THE OCEAN SIDE
 DD3483'OF THE HOUSES AT THE NORTHEAST SIDE OF BEACH ACCESS NUMBER 12 AND ON
 DD3483'TOP OF THE DUNES.
 DD3483'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3483'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3483'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4605 ***********************************************************************
 DD4605  DESIGNATION -  4430 B
 DD4605  PID         -  DD4605
 DD4605  STATE/COUNTY-  SC/GEORGETOWN
 DD4605  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4605
 DD4605                         *CURRENT SURVEY CONTROL
 DD4605  ___________________________________________________________________
 DD4605* NAD 83(2001)-  33 29 09.25009(N)    079 05 00.84094(W)     ADJUSTED  
 DD4605* NAVD 88     -         1.605  (meters)       5.27   (feet)  ADJUSTED  
 DD4605  ___________________________________________________________________
 DD4605  X           -   1,008,414.869 (meters)                     COMP
 DD4605  Y           -  -5,228,547.596 (meters)                     COMP
 DD4605  Z           -   3,499,012.045 (meters)                     COMP
 DD4605  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DD4605  ELLIP HEIGHT-         -33.17  (meters)          (03/27/03) GPS OBS
 DD4605  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD4605  DYNAMIC HT  -           1.604 (meters)       5.26  (feet)  COMP
 DD4605  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 DD4605
 DD4605  HORZ ORDER  -  SECOND
 DD4605  VERT ORDER  -  THIRD
 DD4605  ELLP ORDER  -  FOURTH    CLASS II
 DD4605
 DD4605.The horizontal coordinates were established by GPS observations
 DD4605.and adjusted by the National Geodetic Survey in March 2003..
 DD4605
 DD4605.The orthometric height was determined by differential leveling
 DD4605.and adjusted by the National Geodetic Survey in April 1995..
 DD4605
 DD4605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4605
 DD4605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4605
 DD4605.The ellipsoidal height was determined by GPS observations
 DD4605.and is referenced to NAD 83.
 DD4605
 DD4605.The geoid height was determined by GEOID03.
 DD4605
 DD4605.The dynamic height is computed by dividing the NAVD 88
 DD4605.geopotential number by the normal gravity value computed on the
 DD4605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4605.degrees latitude (g = 980.6199 gals.).
 DD4605
 DD4605.The modeled gravity was interpolated from observed gravity values.
 DD4605
 DD4605;                    North         East     Units Scale Factor Converg.
 DD4605;SPC SC       -   184,915.048   787,662.647   MT  0.99979875   +1 03 44.9
 DD4605;SPC SC       -   606,676.67  2,584,195.04   iFT  0.99979875   +1 03 44.9
 DD4605;UTM  17      - 3,706,799.554   678,050.544   MT  0.99999085   +1 03 27.5
 DD4605
 DD4605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4605!SPC SC       -   1.00000521  x   0.99979875  =   0.99980396
 DD4605!UTM  17      -   1.00000521  x   0.99999085  =   0.99999606
 DD4605
 DD4605:                Primary Azimuth Mark                     Grid Az
 DD4605:SPC SC       -  4400 B                                   215 12 07.2
 DD4605:UTM  17      -  4400 B                                   215 12 24.6
 DD4605
 DD4605|---------------------------------------------------------------------|
 DD4605| PID    Reference Object                     Distance      Geod. Az  |
 DD4605|                                                           dddmmss.s |
 DD4605| DD4606 4400 B                              489.055 METERS 2161552.1 |
 DD4605|---------------------------------------------------------------------|
 DD4605
 DD4605                          SUPERSEDED SURVEY CONTROL
 DD4605
 DD4605  NAD 83(1995)-  33 29 09.25138(N)    079 05 00.84078(W) AD(       ) 2
 DD4605  ELLIP H (12/20/99)  -33.23   (m)                       GP(       ) 4 1
 DD4605  NAD 83(1986)-  33 29 09.26076(N)    079 05 00.84446(W) AD(       ) 2
 DD4605  NGVD 29 (05/09/91)    1.919  (m)            6.30   (f) ADJUSTED    3 0
 DD4605
 DD4605.Superseded values are not recommended for survey control.
 DD4605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4605.See file dsdata.txt to determine how the superseded data were derived.
 DD4605
 DD4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7805106800(NAD 83)
 DD4605_MARKER: DD = SURVEY DISK
 DD4605_SETTING: 0 = UNSPECIFIED SETTING
 DD4605_STAMPING: 4430 B 1990
 DD4605_MARK LOGO: SCCC  
 DD4605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4605+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4605
 DD4605  HISTORY     - Date     Condition        Report By
 DD4605  HISTORY     - 1990     MONUMENTED       NGS
 DD4605
 DD4605                          STATION DESCRIPTION
 DD4605
 DD4605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4605'LOCATED IN NORTH LITCHFIELD, ABOUT 8.36 KM (5.19 MI) SOUTHWEST
 DD4605'OF MURRELLS INLET AND 6.6 KM (4.1 MI) NORTHEAST OF PAWLEYS ISLAND.
 DD4605'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4605'SC 29202, PHONE 803-737-1314.
 DD4605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DD4605'HIGHWAY 17 BUSINESS, AT THE SOUTHWEST EDGE OF MURRELLS INLET, GO
 DD4605'SOUTHWEST ON U.S. HIGHWAY 17 FOR 2.49 KM (1.55 MI) TO THE JUNCTION OF
 DD4605'S-22-98 (BOYLE ROAD) ON THE LEFT LEADING TO NORTH LITCHFIELD.  TURN
 DD4605'LEFT AND GO SOUTHEAST FOR 0.8 KM (0.5 MI) TO THE T-JUNCTION OF PARKER
 DD4605'AVENUE (S-22-250).  TURN RIGHT AND SOUTHWEST FOR 0.15 KM (0.09 MI) TO
 DD4605'THE JUNCTION OF CEDAR DRIVE ON THE RIGHT AND ACCESS ROAD TO BEACH
 DD4605'CROSSOVER NUMBER 12 ON THE LEFT.  TURN LEFT FOR 0.05 KM (0.03 MI) TO
 DD4605'STATION ON THE LEFT,  A SOUTH CAROLINA COASTAL COUNCIL DISK IN TOP
 DD4605'OF A PREFABRICATED ALUMINUM PIPE SURROUNDED BY A PVC PIPE THAT
 DD4605'PROJECTS 5 CM ABOVE THE GROUND,  22.5 M (73.8 FT) NORTHWEST OF THE
 DD4605'NORTHWEST END OF WOODEN STEPS LEADING OVER DUNES, 15.2 M (49.9 FT)
 DD4605'WEST OF THE WEST CORNER OF A BLUE HOUSE, 3.3 M (10.8 FT) NORTHEAST OF
 DD4605'AND LEVEL WITH THE ROAD AND 0.6 M (2.0 FT) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0024 ***********************************************************************
 DF0024  DESIGNATION -  443.6
 DF0024  PID         -  DF0024
 DF0024  STATE/COUNTY-  SC/MCCORMICK
 DF0024  USGS QUAD   -  PLUM BRANCH (1986)
 DF0024
 DF0024                         *CURRENT SURVEY CONTROL
 DF0024  ___________________________________________________________________
 DF0024* NAD 83(1986)-  33 51 27.     (N)    082 15 22.     (W)     SCALED    
 DF0024* NAVD 88     -       134.88   (+/-2cm)     442.5    (feet)  VERTCON   
 DF0024  ___________________________________________________________________
 DF0024  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DF0024
 DF0024  VERT ORDER  -  ? (See Below)
 DF0024
 DF0024.The horizontal coordinates were scaled from a topographic map and have
 DF0024.an estimated accuracy of +/- 6 seconds.
 DF0024
 DF0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0024.The vertical order pertains to the NGVD 29 superseded value.
 DF0024
 DF0024.The geoid height was determined by GEOID03.
 DF0024
 DF0024;                    North         East    Units  Estimated Accuracy
 DF0024;SPC SC       -   225,180.      493,390.      MT  (+/- 180 meters Scaled)
 DF0024
 DF0024                          SUPERSEDED SURVEY CONTROL
 DF0024
 DF0024  NGVD 29 (??/??/92)  135.081  (m)          443.18   (f) ADJ UNCH    ?  
 DF0024
 DF0024.Superseded values are not recommended for survey control.
 DF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0024.See file dsdata.txt to determine how the superseded data were derived.
 DF0024
 DF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT838470(NAD 83)
 DF0024_MARKER: O = CHISELED CIRCLE
 DF0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0024_PROJECTION: FLUSH
 DF0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0024+STABILITY: SURFACE MOTION
 DF0024
 DF0024  HISTORY     - Date     Condition        Report By
 DF0024  HISTORY     - UNK      MONUMENTED       USGS
 DF0024  HISTORY     - 1933     GOOD             NGS
 DF0024  HISTORY     - 19970709 MARK NOT FOUND   SCGS
 DF0024
 DF0024                          STATION DESCRIPTION
 DF0024
 DF0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0024'0.8 MI N FROM PLUM BRANCH.
 DF0024'0.8 MILE NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0024'FROM PLUM BRANCH, MC CORMICK COUNTY, 0.2 MILE NORTH OF MILEPOST
 DF0024'38, 5 FEET EAST OF THE EAST RAIL, AND ON THE TOP OF A CONCRETE POST
 DF0024'MARKED 30.  A CHISELED CIRCLE.
 DF0024
 DF0024                          STATION RECOVERY (1997)
 DF0024
 DF0024'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0024'NOT RECOVERED, NEW RAILROAD TRACKS, MEASUREMENTS GONE.  RECOVERY BY
 DF0024'C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1125 ***********************************************************************
 DE1125  DESIGNATION -  447.1
 DE1125  PID         -  DE1125
 DE1125  STATE/COUNTY-  SC/SALUDA
 DE1125  USGS QUAD   -  SALUDA SOUTH (1982)
 DE1125
 DE1125                         *CURRENT SURVEY CONTROL
 DE1125  ___________________________________________________________________
 DE1125* NAD 83(1986)-  33 58 35.     (N)    081 46 12.     (W)     SCALED    
 DE1125* NAVD 88     -       135.89   (+/-2cm)     445.8    (feet)  VERTCON   
 DE1125  ___________________________________________________________________
 DE1125  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DE1125
 DE1125  VERT ORDER  -  ? (See Below)
 DE1125
 DE1125.The horizontal coordinates were scaled from a topographic map and have
 DE1125.an estimated accuracy of +/- 6 seconds.
 DE1125
 DE1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1125.The vertical order pertains to the NGVD 29 superseded value.
 DE1125
 DE1125.The geoid height was determined by GEOID03.
 DE1125
 DE1125;                    North         East    Units  Estimated Accuracy
 DE1125;SPC SC       -   237,920.      538,460.      MT  (+/- 180 meters Scaled)
 DE1125
 DE1125                          SUPERSEDED SURVEY CONTROL
 DE1125
 DE1125  NGVD 29 (??/??/92)  136.094  (m)          446.50   (f) ADJ UNCH    ?  
 DE1125
 DE1125.Superseded values are not recommended for survey control.
 DE1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1125.See file dsdata.txt to determine how the superseded data were derived.
 DE1125
 DE1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT288598(NAD 83)
 DE1125_MARKER: N = NAIL
 DE1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DE1125_SP_SET: TREE
 DE1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1125
 DE1125  HISTORY     - Date     Condition        Report By
 DE1125  HISTORY     - UNK      MONUMENTED       USGS
 DE1125  HISTORY     - 1934     GOOD             NGS
 DE1125
 DE1125                          STATION DESCRIPTION
 DE1125
 DE1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DE1125'1.8 MI S FROM SALUDA.
 DE1125'1-3/4 MILES SOUTH ALONG THE AUGUSTA NORTHERN RAILWAY FROM SALUDA,
 DE1125'SALUDA COUNTY, 100 FEET NORTHWEST OF THE CENTER OF ATTAWAY CROSSING,
 DE1125'AT A FENCE LINE, AND IN THE NORTH ROOT OF A LONG 1-1/2 FOOT
 DE1125'CEDAR TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 DE1125'NAIL AND WASHER, SURROUNDED BY THE PAINTED LETTERS U S T B M 447.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3484 ***********************************************************************
 DD3484  DESIGNATION -  4490
 DD3484  PID         -  DD3484
 DD3484  STATE/COUNTY-  SC/GEORGETOWN
 DD3484  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3484
 DD3484                         *CURRENT SURVEY CONTROL
 DD3484  ___________________________________________________________________
 DD3484* NAD 83(2001)-  33 29 23.81593(N)    079 04 43.50531(W)     ADJUSTED  
 DD3484* NAVD 88     -         4.83   (+/-2cm)      15.8    (feet)  VERTCON   
 DD3484  ___________________________________________________________________
 DD3484  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DD3484  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD3484
 DD3484  HORZ ORDER  -  SECOND
 DD3484  VERT ORDER  -  THIRD ? (See Below)
 DD3484
 DD3484.The horizontal coordinates were established by classical geodetic methods
 DD3484.and adjusted by the National Geodetic Survey in March 2004..
 DD3484
 DD3484.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3484.The vertical order pertains to the NGVD 29 superseded value.
 DD3484
 DD3484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3484
 DD3484.The geoid height was determined by GEOID03.
 DD3484
 DD3484;                    North         East     Units Scale Factor Converg.
 DD3484;SPC SC       -   185,371.950   788,101.676   MT  0.99979853   +1 03 54.5
 DD3484;SPC SC       -   608,175.69  2,585,635.42   iFT  0.99979853   +1 03 54.5
 DD3484;UTM  17      - 3,707,256.507   678,489.696   MT  0.99999278   +1 03 37.5
 DD3484
 DD3484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3484!SPC SC       -   1.00000470  x   0.99979853  =   0.99980323
 DD3484!UTM  17      -   1.00000470  x   0.99999278  =   0.99999748
 DD3484
 DD3484                          SUPERSEDED SURVEY CONTROL
 DD3484
 DD3484  NAD 83(1986)-  33 29 23.82559(N)    079 04 43.50775(W) AD(       ) 2
 DD3484  NAD 83(1986)-  33 29 23.82566(N)    079 04 43.50793(W) AD(       ) 3
 DD3484  NGVD 29 (11/30/89)    5.14   (m)           16.9    (f) LEVELING    3  
 DD3484
 DD3484.Superseded values are not recommended for survey control.
 DD3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3484.See file dsdata.txt to determine how the superseded data were derived.
 DD3484
 DD3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7849007257(NAD 83)
 DD3484_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3484_SETTING: 0 = UNSPECIFIED SETTING
 DD3484_STAMPING: 4490 1987
 DD3484_MARK LOGO: SCCC  
 DD3484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3484+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3484
 DD3484  HISTORY     - Date     Condition        Report By
 DD3484  HISTORY     - 1987     MONUMENTED       SCCC
 DD3484
 DD3484                          STATION DESCRIPTION
 DD3484
 DD3484'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3484'THE STATION IS LOCATED IN NORTH LITCHFIELD NEAR THE INTERSECTION OF
 DD3484'SEAVIEW LOOP AND BEACH ACCESS NUMBER 7.
 DD3484'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3484'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3484'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (77.5 FT) SOUTH
 DD3484'FROM THE SOUTHEAST CORNER OF THE BUILDING (THE INDIGO PELICAN),
 DD3484'(60.0 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE BUILDING (THE
 DD3484'INDIGO PELICAN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4604 ***********************************************************************
 DD4604  DESIGNATION -  4490 B
 DD4604  PID         -  DD4604
 DD4604  STATE/COUNTY-  SC/GEORGETOWN
 DD4604  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4604
 DD4604                         *CURRENT SURVEY CONTROL
 DD4604  ___________________________________________________________________
 DD4604* NAD 83(2001)-  33 29 24.62631(N)    079 04 45.47189(W)     ADJUSTED  
 DD4604* NAVD 88     -         2.396  (meters)       7.86   (feet)  ADJUSTED  
 DD4604  ___________________________________________________________________
 DD4604  X           -   1,008,755.054 (meters)                     COMP
 DD4604  Y           -  -5,228,216.422 (meters)                     COMP
 DD4604  Z           -   3,499,407.559 (meters)                     COMP
 DD4604  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DD4604  ELLIP HEIGHT-         -32.40  (meters)          (03/27/03) GPS OBS
 DD4604  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD4604  DYNAMIC HT  -           2.394 (meters)       7.85  (feet)  COMP
 DD4604  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DD4604
 DD4604  HORZ ORDER  -  SECOND
 DD4604  VERT ORDER  -  THIRD
 DD4604  ELLP ORDER  -  FOURTH    CLASS II
 DD4604
 DD4604.The horizontal coordinates were established by GPS observations
 DD4604.and adjusted by the National Geodetic Survey in March 2003..
 DD4604
 DD4604.The orthometric height was determined by differential leveling
 DD4604.and adjusted by the National Geodetic Survey in April 1995..
 DD4604
 DD4604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4604
 DD4604.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4604
 DD4604.The ellipsoidal height was determined by GPS observations
 DD4604.and is referenced to NAD 83.
 DD4604
 DD4604.The geoid height was determined by GEOID03.
 DD4604
 DD4604.The dynamic height is computed by dividing the NAVD 88
 DD4604.geopotential number by the normal gravity value computed on the
 DD4604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4604.degrees latitude (g = 980.6199 gals.).
 DD4604
 DD4604.The modeled gravity was interpolated from observed gravity values.
 DD4604
 DD4604;                    North         East     Units Scale Factor Converg.
 DD4604;SPC SC       -   185,395.964   788,050.464   MT  0.99979852   +1 03 53.4
 DD4604;SPC SC       -   608,254.48  2,585,467.40   iFT  0.99979852   +1 03 53.4
 DD4604;UTM  17      - 3,707,280.531   678,438.477   MT  0.99999256   +1 03 36.4
 DD4604
 DD4604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4604!SPC SC       -   1.00000509  x   0.99979852  =   0.99980361
 DD4604!UTM  17      -   1.00000509  x   0.99999256  =   0.99999765
 DD4604
 DD4604:                Primary Azimuth Mark                     Grid Az
 DD4604:SPC SC       -  4495 B                                   040 57 46.5
 DD4604:UTM  17      -  4495 B                                   040 58 03.5
 DD4604
 DD4604|---------------------------------------------------------------------|
 DD4604| PID    Reference Object                     Distance      Geod. Az  |
 DD4604|                                                           dddmmss.s |
 DD4604| DD4443 4495 B                              APPROX. 0.5 KM 0420139.9 |
 DD4604|---------------------------------------------------------------------|
 DD4604
 DD4604                          SUPERSEDED SURVEY CONTROL
 DD4604
 DD4604  NAD 83(1995)-  33 29 24.62751(N)    079 04 45.47177(W) AD(       ) 2
 DD4604  ELLIP H (12/20/99)  -32.45   (m)                       GP(       ) 4 1
 DD4604  NAD 83(1986)-  33 29 24.63705(N)    079 04 45.47541(W) AD(       ) 2
 DD4604  NGVD 29 (05/09/91)    2.710  (m)            8.89   (f) ADJUSTED    3 0
 DD4604
 DD4604.Superseded values are not recommended for survey control.
 DD4604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4604.See file dsdata.txt to determine how the superseded data were derived.
 DD4604
 DD4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7843807281(NAD 83)
 DD4604_MARKER: DD = SURVEY DISK
 DD4604_SETTING: 0 = UNSPECIFIED SETTING
 DD4604_STAMPING: 4490 B 1990
 DD4604_MARK LOGO: SCCC  
 DD4604_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4604+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 DD4604
 DD4604  HISTORY     - Date     Condition        Report By
 DD4604  HISTORY     - 1990     MONUMENTED       NGS
 DD4604  HISTORY     - 20060720 GOOD             FRELAN
 DD4604
 DD4604                          STATION DESCRIPTION
 DD4604
 DD4604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4604'LOCATED IN NORTH LITCHFIELD, ABOUT 8.36 KM (5.19 MI) SOUTHWEST
 DD4604'OF MURRELLS INLET AND 6.6 KM (4.1 MI) NORTHEAST OF PAWLEYS ISLAND.
 DD4604'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4604'SC 29202, PHONE 803-737-1314.
 DD4604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DD4604'HIGHWAY 17 BUSINESS, AT THE SOUTHWEST EDGE OF MURRELLS INLET, GO
 DD4604'SOUTHWEST ON U.S. HIGHWAY 17 FOR 2.49 KM (1.55 MI) TO THE JUNCTION OF
 DD4604'S-22-98 (BOYLE ROAD) ON THE LEFT LEADING TO NORTH LITCHFIELD.  TURN
 DD4604'LEFT AND GO SOUTHEAST FOR 0.8 KM (0.5 MI) TO THE T-JUNCTION OF PARKER
 DD4604'AVENUE (S-22-250).  TURN LEFT AND GO NORTHEAST FOR 0.48 KM (0.30 MI)
 DD4604'TO THE JUNCTION OF SEAVIEW LOOP (S-22-457) ON THE RIGHT.  TURN RIGHT
 DD4604'AND GO SOUTHEAST FOR 0.08 KM (0.05 MI) TO THE POINT WHERE ROAD TURNS
 DD4604'LEFT AND THE STATION STRAIGHT AHEAD.
 DD4604'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD4604'PREFABRICATED ALUMINUM PIPE SURROUNDED BY A PVC PIPE THAT PROJECTS 5
 DD4604'CM ABOVE THE GROUND.  LOCATED 6.0 M (19.7 FT) NORTHWEST OF THE
 DD4604'NORTHWEST END OF WOODEN WALKWAY LEADING OVER THE DUNES, 5.3 M
 DD4604'(17.4 FT) NORTH-NORTHWEST OF WITNESS POST, 4.5 M (14.8 FT) SOUTHEAST
 DD4604'OF EXTENDED CENTER OF NORTHEAST-SOUTHWEST SECTION OF LOOP, 3.1 M
 DD4604'(10.2 FT) NORTHEAST FROM A LONE PALM TREE AND 3.0 M (9.8 FT)
 DD4604'SOUTHWEST OF EXTENDED CENTER OF NORTHWEST-SOUTHEAST SECTION OF LOOP.
 DD4604
 DD4604                          STATION RECOVERY (2006)
 DD4604
 DD4604'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 DD4604'WITNESS POST HAS BEEN MOVED AND IS NOW BESIDE THE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3485 ***********************************************************************
 DD3485  DESIGNATION -  4495
 DD3485  PID         -  DD3485
 DD3485  STATE/COUNTY-  SC/GEORGETOWN
 DD3485  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3485
 DD3485                         *CURRENT SURVEY CONTROL
 DD3485  ___________________________________________________________________
 DD3485* NAD 83(2001)-  33 29 35.98259(N)    079 04 30.69466(W)     ADJUSTED  
 DD3485* NAVD 88     -         4.29   (+/-2cm)      14.1    (feet)  VERTCON   
 DD3485  ___________________________________________________________________
 DD3485  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 DD3485  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD3485
 DD3485  HORZ ORDER  -  SECOND
 DD3485  VERT ORDER  -  THIRD ? (See Below)
 DD3485
 DD3485.The horizontal coordinates were established by classical geodetic methods
 DD3485.and adjusted by the National Geodetic Survey in March 2004..
 DD3485
 DD3485.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3485.The vertical order pertains to the NGVD 29 superseded value.
 DD3485
 DD3485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3485
 DD3485.The geoid height was determined by GEOID03.
 DD3485
 DD3485;                    North         East     Units Scale Factor Converg.
 DD3485;SPC SC       -   185,752.807   788,425.277   MT  0.99979835   +1 04 01.6
 DD3485;SPC SC       -   609,425.22  2,586,697.10   iFT  0.99979835   +1 04 01.6
 DD3485;UTM  17      - 3,707,637.412   678,813.392   MT  0.99999421   +1 03 44.9
 DD3485
 DD3485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3485!SPC SC       -   1.00000479  x   0.99979835  =   0.99980314
 DD3485!UTM  17      -   1.00000479  x   0.99999421  =   0.99999900
 DD3485
 DD3485                          SUPERSEDED SURVEY CONTROL
 DD3485
 DD3485  NAD 83(1986)-  33 29 35.99244(N)    079 04 30.69733(W) AD(       ) 2
 DD3485  NAD 83(1986)-  33 29 35.99249(N)    079 04 30.69747(W) AD(       ) 3
 DD3485  NGVD 29 (11/30/89)    4.60   (m)           15.1    (f) LEVELING    3  
 DD3485
 DD3485.Superseded values are not recommended for survey control.
 DD3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3485.See file dsdata.txt to determine how the superseded data were derived.
 DD3485
 DD3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7881307637(NAD 83)
 DD3485_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3485_SETTING: 0 = UNSPECIFIED SETTING
 DD3485_STAMPING: 4495 1987
 DD3485_MARK LOGO: SCCC  
 DD3485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3485+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3485
 DD3485  HISTORY     - Date     Condition        Report By
 DD3485  HISTORY     - 1987     MONUMENTED       SCCC
 DD3485
 DD3485                          STATION DESCRIPTION
 DD3485
 DD3485'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3485'THE STATION IS LOCATED IN NORTH LITCHFIELD, APPROXIMATELY (150.0 FT)
 DD3485'SOUTHWEST OF THE INTERSECTION OF FAIRFIELD LANE AND PARKER AVENUE AND
 DD3485'LOCATED ON THE BEACH SIDE OF THE HOUSES.
 DD3485'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3485'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3485'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (57.0 FT) SOUTH
 DD3485'FROM THE SOUTH CORNER OF THE TWO-STORY FRAME HOUSE (WIKOFF),
 DD3485'(51.3 FT) SOUTH SOUTHEAST FROM THE EAST CORNER OF THE TWO-STORY BRICK
 DD3485'AND FRAME HOUSE (LAWTONS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4443 ***********************************************************************
 DD4443  DESIGNATION -  4495 B
 DD4443  PID         -  DD4443
 DD4443  STATE/COUNTY-  SC/GEORGETOWN
 DD4443  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4443
 DD4443                         *CURRENT SURVEY CONTROL
 DD4443  ___________________________________________________________________
 DD4443* NAD 83(2001)-  33 29 37.06814(N)    079 04 32.08801(W)     ADJUSTED  
 DD4443* NAVD 88     -         3.479  (meters)      11.41   (feet)  ADJUSTED  
 DD4443  ___________________________________________________________________
 DD4443  X           -   1,009,054.380 (meters)                     COMP
 DD4443  Y           -  -5,227,944.158 (meters)                     COMP
 DD4443  Z           -   3,499,727.836 (meters)                     COMP
 DD4443  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 DD4443  ELLIP HEIGHT-         -31.31  (meters)          (03/27/03) GPS OBS
 DD4443  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD4443  DYNAMIC HT  -           3.475 (meters)      11.40  (feet)  COMP
 DD4443  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 DD4443
 DD4443  HORZ ORDER  -  FIRST
 DD4443  VERT ORDER  -  FIRST     CLASS II
 DD4443  ELLP ORDER  -  FOURTH    CLASS II
 DD4443
 DD4443.The horizontal coordinates were established by GPS observations
 DD4443.and adjusted by the National Geodetic Survey in March 2003..
 DD4443
 DD4443.The orthometric height was determined by differential leveling
 DD4443.and adjusted by the National Geodetic Survey in June 1991..
 DD4443
 DD4443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4443
 DD4443.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4443
 DD4443.The ellipsoidal height was determined by GPS observations
 DD4443.and is referenced to NAD 83.
 DD4443
 DD4443.The geoid height was determined by GEOID03.
 DD4443
 DD4443.The dynamic height is computed by dividing the NAVD 88
 DD4443.geopotential number by the normal gravity value computed on the
 DD4443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4443.degrees latitude (g = 980.6199 gals.).
 DD4443
 DD4443.The modeled gravity was interpolated from observed gravity values.
 DD4443
 DD4443;                    North         East     Units Scale Factor Converg.
 DD4443;SPC SC       -   185,785.569   788,388.700   MT  0.99979833   +1 04 00.8
 DD4443;SPC SC       -   609,532.71  2,586,577.10   iFT  0.99979833   +1 04 00.8
 DD4443;UTM  17      - 3,707,670.184   678,776.810   MT  0.99999405   +1 03 44.1
 DD4443
 DD4443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4443!SPC SC       -   1.00000492  x   0.99979833  =   0.99980324
 DD4443!UTM  17      -   1.00000492  x   0.99999405  =   0.99999897
 DD4443
 DD4443:                Primary Azimuth Mark                     Grid Az
 DD4443:SPC SC       -  4490 B                                   220 57 46.4
 DD4443:UTM  17      -  4490 B                                   220 58 03.1
 DD4443
 DD4443|---------------------------------------------------------------------|
 DD4443| PID    Reference Object                     Distance      Geod. Az  |
 DD4443|                                                           dddmmss.s |
 DD4443| DD4604 4490 B                              APPROX. 0.5 KM 2220147.2 |
 DD4443|---------------------------------------------------------------------|
 DD4443
 DD4443                          SUPERSEDED SURVEY CONTROL
 DD4443
 DD4443  NAD 83(1995)-  33 29 37.06930(N)    079 04 32.08790(W) AD(       ) 1
 DD4443  ELLIP H (12/20/99)  -31.36   (m)                       GP(       ) 4 1
 DD4443  NAD 83(1986)-  33 29 37.07909(N)    079 04 32.09167(W) AD(       ) 1
 DD4443  NGVD 29 (05/09/91)    3.793  (m)           12.44   (f) ADJUSTED    1 2
 DD4443
 DD4443.Superseded values are not recommended for survey control.
 DD4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4443.See file dsdata.txt to determine how the superseded data were derived.
 DD4443
 DD4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7877707670(NAD 83)
 DD4443_MARKER: DD = SURVEY DISK
 DD4443_SETTING: 0 = UNSPECIFIED SETTING
 DD4443_STAMPING: 4495 B 1990
 DD4443_MARK LOGO: SCCC  
 DD4443_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4443+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 DD4443
 DD4443  HISTORY     - Date     Condition        Report By
 DD4443  HISTORY     - 1990     MONUMENTED       NGS
 DD4443  HISTORY     - 19900505 GOOD             NGS
 DD4443  HISTORY     - 19900924 GOOD             NGS
 DD4443  HISTORY     - 20060720 GOOD             FRELAN
 DD4443
 DD4443                          STATION DESCRIPTION
 DD4443
 DD4443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4443'9.8 KM (6.09 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD4443'JUNCTION OF STATE HIGHWAY 707 IN MURRELLS INLET, THENCE 0.8 KM (0.50
 DD4443'MI) SOUTHEASTERLY ALONG STATE ROAD S-22-98 (BOYLE ROAD), THENCE 1.0
 DD4443'KM (0.62 MI) NORTHEASTERLY ALONG STATE ROAD S-22-250 (PARKER AVENUE),
 DD4443'36.6 M (120.08 FT) SOUTHWEST OF THE EXTENDED CENTER OF FAIRFIELD LANE
 DD4443', 18.4 M (60.37 FT) NORTHWEST OF THE NORTH CORNER OF THE LAWTON
 DD4443'RESIDENCE, 11.1 M (36.42 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY,
 DD4443'6.1 M (20.01 FT) SOUTHEAST OF AND LEVEL WITH THE AVENUE CENTER, AND
 DD4443'IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 DD4443
 DD4443                          STATION RECOVERY (1990)
 DD4443
 DD4443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4443'LOCATED IN NORTH LITCHFIELD, ABOUT 8.36 KM (5.19 MI) SOUTHWEST OF
 DD4443'MURRELLS INLET AND 6.6 KM (4.1 MI) NORTHEAST OF PAWLEYS ISLAND.
 DD4443'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4443'SC 29202, PHONE 803-737-1314.
 DD4443'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DD4443'HIGHWAY 17 BUSINESS, AT THE SOUTHWEST EDGE OF MURRELLS INLET, GO
 DD4443'SOUTHWEST ON U.S. HIGHWAY 17 FOR 2.49 KM (1.55 MI) TO THE JUNCTION OF
 DD4443'S-22-98 (BOYLE ROAD) ON THE LEFT LEADING TO NORTH LITCHFIELD.  TURN
 DD4443'LEFT AND GO SOUTHEAST FOR 0.8 KM (0.5 MI) TO THE T-JUNCTION OF PARKER
 DD4443'AVENUE (S-22-250).  TURN LEFT AND GO NORTHEAST FOR 0.48 KM (0.30 MI)
 DD4443'TO THE JUNCTION OF SEAVIEW LOOP (S-22-457) ON THE RIGHT.  CONTINUE
 DD4443'AHEAD FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT AT THE NORTH
 DD4443'CORNER OF LAWN IN FRONT OF THE LAWTON HOUSE.
 DD4443'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD4443'PREFABRICATED ALUMINUM PIPE SURROUNDED BY A PVC.  LOCATED 36.6 M
 DD4443'(120.1 FT) SOUTHWEST FROM THE EXTENDED CENTER OF FAIRFIELD LANE, 18.4
 DD4443'M (60.4 FT) NORTHWEST FROM NORTH CORNER OF LAWTON HOUSE (2 STORY
 DD4443'BRICK AND WOOD), 11.1 M (36.4 FT) NORTHEAST FROM CENTER OF DRIVEWAY
 DD4443'TO HOUSE AND 6.1 M (20.0 FT) SOUTHEAST FROM CENTER OF BOULEVARD.
 DD4443
 DD4443                          STATION RECOVERY (2006)
 DD4443
 DD4443'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 DD4443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0146 ***********************************************************************
 DE0146  DESIGNATION -  45
 DE0146  PID         -  DE0146
 DE0146  STATE/COUNTY-  SC/BERKELEY
 DE0146  USGS QUAD   -  MOUNT HOLLY (1979)
 DE0146
 DE0146                         *CURRENT SURVEY CONTROL
 DE0146  ___________________________________________________________________
 DE0146* NAD 83(1986)-  33 01 53.     (N)    080 02 01.     (W)     SCALED    
 DE0146* NAVD 88     -        13.402  (meters)      43.97   (feet)  ADJUSTED  
 DE0146  ___________________________________________________________________
 DE0146  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DE0146  DYNAMIC HT  -          13.387 (meters)      43.92  (feet)  COMP
 DE0146  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DE0146
 DE0146  VERT ORDER  -  FIRST     CLASS II
 DE0146
 DE0146.The horizontal coordinates were scaled from a topographic map and have
 DE0146.an estimated accuracy of +/- 6 seconds.
 DE0146
 DE0146.The orthometric height was determined by differential leveling
 DE0146.and adjusted by the National Geodetic Survey in June 1991..
 DE0146
 DE0146.The geoid height was determined by GEOID03.
 DE0146
 DE0146.The dynamic height is computed by dividing the NAVD 88
 DE0146.geopotential number by the normal gravity value computed on the
 DE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0146.degrees latitude (g = 980.6199 gals.).
 DE0146
 DE0146.The modeled gravity was interpolated from observed gravity values.
 DE0146
 DE0146;                    North         East    Units  Estimated Accuracy
 DE0146;SPC SC       -   133,290.      699,870.      MT  (+/- 180 meters Scaled)
 DE0146
 DE0146                          SUPERSEDED SURVEY CONTROL
 DE0146
 DE0146  NGVD 29 (03/21/89)   13.698  (m)           44.94   (f) ADJUSTED    1 2
 DE0146
 DE0146.Superseded values are not recommended for survey control.
 DE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0146.See file dsdata.txt to determine how the superseded data were derived.
 DE0146
 DE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS902551(NAD 83)
 DE0146_MARKER: P = PIPE CAP
 DE0146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0146_STAMPING: 45 1918
 DE0146_MARK LOGO: USGS  
 DE0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0146+STABILITY: SURFACE MOTION
 DE0146
 DE0146  HISTORY     - Date     Condition        Report By
 DE0146  HISTORY     - 1918     MONUMENTED       USGS
 DE0146  HISTORY     - 1961     GOOD             NGS
 DE0146  HISTORY     - 1979     GOOD             NGS
 DE0146  HISTORY     - 1984     GOOD             SCGS
 DE0146  HISTORY     - 19970624 GOOD             USPSQD
 DE0146
 DE0146                          STATION DESCRIPTION
 DE0146
 DE0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0146'0.4 MI S FROM MT HOLLY.
 DE0146'ABOUT 0.4 MILE SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DE0146'THE CROSSING OF THE MEDWAY PLANTATION ROAD AT MT. HOLLY, 0.3 MILE
 DE0146'SOUTH OF MILEPOST 376, AT A GRADED ROAD CROSSING, 75 FEET EAST OF
 DE0146'THE EAST RAIL OF THE EAST TRACK, 95 FEET SOUTHEAST OF THE CENTER
 DE0146'OF THE ROAD CROSSING THE EAST TRACK, 29 FEET EAST OF THE CENTER
 DE0146'LINE OF A DIRT ROAD PARALLEL TO TRACK, 5 1/2 FEET WEST OF A POWER
 DE0146'LINE POLE WITH A TRANSFORMER, 63 FEET SOUTH-SOUTHWEST OF THE
 DE0146'SOUTHWEST CORNER OF THE CHAPEL OF OUR SAVIOR CHURCH, 2 FEET BELOW
 DE0146'THE LEVEL OF THE TRACK, AND PROJECTING 5 INCHES ABOVE THE LEVEL
 DE0146'OF THE GROUND.
 DE0146
 DE0146                          STATION RECOVERY (1979)
 DE0146
 DE0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DE0146'RECOVERED IN GOOD CONDITION.
 DE0146
 DE0146                          STATION RECOVERY (1984)
 DE0146
 DE0146'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DE0146'RECOVERED IN GOOD CONDITION EXCEPT MARK IS NOW
 DE0146'THE MARK IS 0.37 METERS  NW FROM A WITNESS POST.
 DE0146'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DE0146
 DE0146                          STATION RECOVERY (1997)
 DE0146
 DE0146'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0521 ***********************************************************************
 DD0521  DESIGNATION -  45
 DD0521  PID         -  DD0521
 DD0521  STATE/COUNTY-  SC/BERKELEY
 DD0521  USGS QUAD   -  ST STEPHENS (1990)
 DD0521
 DD0521                         *CURRENT SURVEY CONTROL
 DD0521  ___________________________________________________________________
 DD0521* NAD 83(1986)-  33 26 15.     (N)    079 54 39.     (W)     SCALED    
 DD0521* NAVD 88     -        13.137  (meters)      43.10   (feet)  ADJUSTED  
 DD0521  ___________________________________________________________________
 DD0521  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DD0521  DYNAMIC HT  -          13.124 (meters)      43.06  (feet)  COMP
 DD0521  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 DD0521
 DD0521  VERT ORDER  -  FIRST     CLASS II
 DD0521
 DD0521.The horizontal coordinates were scaled from a topographic map and have
 DD0521.an estimated accuracy of +/- 6 seconds.
 DD0521
 DD0521.The orthometric height was determined by differential leveling
 DD0521.and adjusted by the National Geodetic Survey in June 1991..
 DD0521
 DD0521.The geoid height was determined by GEOID03.
 DD0521
 DD0521.The dynamic height is computed by dividing the NAVD 88
 DD0521.geopotential number by the normal gravity value computed on the
 DD0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0521.degrees latitude (g = 980.6199 gals.).
 DD0521
 DD0521.The modeled gravity was interpolated from observed gravity values.
 DD0521
 DD0521;                    North         East    Units  Estimated Accuracy
 DD0521;SPC SC       -   178,430.      710,860.      MT  (+/- 180 meters Scaled)
 DD0521
 DD0521                          SUPERSEDED SURVEY CONTROL
 DD0521
 DD0521  NGVD 29 (03/21/89)   13.436  (m)           44.08   (f) ADJUSTED    1 2
 DD0521
 DD0521.Superseded values are not recommended for survey control.
 DD0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0521.See file dsdata.txt to determine how the superseded data were derived.
 DD0521
 DD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT012003(NAD 83)
 DD0521_MARKER: P = PIPE CAP
 DD0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0521_SP_SET: FILL
 DD0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0521
 DD0521  HISTORY     - Date     Condition        Report By
 DD0521  HISTORY     - UNK      MONUMENTED       USGS
 DD0521  HISTORY     - 1961     GOOD             NGS
 DD0521
 DD0521                          STATION DESCRIPTION
 DD0521
 DD0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DD0521'2.3 MI N FROM ST STEPHEN.
 DD0521'ABOUT 2.3 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DD0521'THE STATION AT ST. STEPHEN, 0.3 MILE SOUTH OF MILEPOST 347, ON
 DD0521'TOP OF THE FILL AT THE SOUTHEAST CORNER OF THE THIRD TRESTLE
 DD0521'SOUTH OF THE BRIDGE OVER THE SANTEE RIVER, 5 FEET EAST OF THE
 DD0521'EAST RAIL, 1-1/2 FEET SOUTH OF THE SOUTH FACE OF THE SOUTH
 DD0521'ABUTMENT, AND 1-1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1522 ***********************************************************************
 CK1522  DESIGNATION -  45
 CK1522  PID         -  CK1522
 CK1522  STATE/COUNTY-  SC/COLLETON
 CK1522  USGS QUAD   -  GREEN POND (1988)
 CK1522
 CK1522                         *CURRENT SURVEY CONTROL
 CK1522  ___________________________________________________________________
 CK1522* NAD 83(1986)-  32 44 05.     (N)    080 35 27.     (W)     SCALED    
 CK1522* NAVD 88     -         8.385  (meters)      27.51   (feet)  POSTED    
 CK1522  ___________________________________________________________________
 CK1522  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK1522  DYNAMIC HT  -           8.380 (meters)      27.49  (feet)  COMP
 CK1522  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CK1522
 CK1522  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CK1522
 CK1522.The horizontal coordinates were scaled from a topographic map and have
 CK1522.an estimated accuracy of +/- 6 seconds.
 CK1522
 CK1522.The orthometric height was determined by differential leveling
 CK1522.and adjusted by the National Geodetic Survey in 1992..
 CK1522.No vertical observational check was made to the station.
 CK1522.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CK1522.was located on a no-check spur therefore a value was not computed.
 CK1522
 CK1522.The geoid height was determined by GEOID03.
 CK1522
 CK1522.The dynamic height is computed by dividing the NAVD 88
 CK1522.geopotential number by the normal gravity value computed on the
 CK1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1522.degrees latitude (g = 980.6199 gals.).
 CK1522
 CK1522.The modeled gravity was interpolated from observed gravity values.
 CK1522
 CK1522;                    North         East    Units  Estimated Accuracy
 CK1522;SPC SC       -   100,040.      647,950.      MT  (+/- 180 meters Scaled)
 CK1522
 CK1522                          SUPERSEDED SURVEY CONTROL
 CK1522
 CK1522  NGVD 29 (??/??/92)    8.681  (m)           28.48   (f) ADJ UNCH    1 2
 CK1522
 CK1522.Superseded values are not recommended for survey control.
 CK1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1522.See file dsdata.txt to determine how the superseded data were derived.
 CK1522
 CK1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS383219(NAD 83)
 CK1522_MARKER: Z = SEE DESCRIPTION
 CK1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1522+STABILITY: SURFACE MOTION
 CK1522
 CK1522  HISTORY     - Date     Condition        Report By
 CK1522  HISTORY     - UNK      MONUMENTED       SCHD
 CK1522  HISTORY     - 1957     GOOD             NGS
 CK1522  HISTORY     - 1974     MARK NOT FOUND   NGS
 CK1522  HISTORY     - 1979     MARK NOT FOUND   DMA
 CK1522
 CK1522                          STATION DESCRIPTION
 CK1522
 CK1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CK1522'1.5 MI E FROM GREEN POND.
 CK1522'ABOUT 1.5 MILES EASTERLY ALONG THE ATLANTIC COAST LINE RAILROAD
 CK1522'OR ABOUT 1.75 MILES NORTHERLY AND EASTERLY ALONG HIGHWAYS FROM
 CK1522'THE MAIN CROSSING AT THE RAILROAD STATION AT GREEN POND, IN THE
 CK1522'FORK OF A Y-INTERSECTION OF NO. 17 U.S. AND A COUNTY HIGHWAY,
 CK1522'ABOUT 140 YARDS NE OF THE PRESENT GRADE CROSSING OF NO. 17 HWY.
 CK1522'AND THE RAILROAD, 171 FEET E OF NE CORNER OF A CONCRETE BLOCK
 CK1522'STORE, 11.5 FEET N OF THE PROJECTED PLANE OF THE N WALL OF SAME,
 CK1522'32 FEET NNW OF THE CENTER OF NO. 17 HWY., 26 FEET N OF THE
 CK1522'PROJECTED CENTER LINE OF THE TANGENT OF SAME FROM THE EAST, 33
 CK1522'FEET S OF THE CENTER OF PAVED COUNTY ROAD, 1.0 FEET LOWER THAN
 CK1522'SAME, AND PROJECTING 0.5 FOOT.
 CK1522
 CK1522                          STATION RECOVERY (1974)
 CK1522
 CK1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK1522'MARK NOT FOUND.
 CK1522
 CK1522                          STATION RECOVERY (1979)
 CK1522
 CK1522'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1404 ***********************************************************************
 CK1404  DESIGNATION -  45
 CK1404  PID         -  CK1404
 CK1404  STATE/COUNTY-  SC/CHARLESTON
 CK1404  USGS QUAD   -  LADSON (1979)
 CK1404
 CK1404                         *CURRENT SURVEY CONTROL
 CK1404  ___________________________________________________________________
 CK1404* NAD 83(1986)-  32 59 07.     (N)    080 06 35.     (W)     SCALED    
 CK1404* NAVD 88     -        13.302  (meters)      43.64   (feet)  ADJUSTED  
 CK1404  ___________________________________________________________________
 CK1404  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CK1404  DYNAMIC HT  -          13.288 (meters)      43.60  (feet)  COMP
 CK1404  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 CK1404
 CK1404  VERT ORDER  -  FIRST     CLASS II
 CK1404
 CK1404.The horizontal coordinates were scaled from a topographic map and have
 CK1404.an estimated accuracy of +/- 6 seconds.
 CK1404
 CK1404.The orthometric height was determined by differential leveling
 CK1404.and adjusted by the National Geodetic Survey in June 1991..
 CK1404
 CK1404.The geoid height was determined by GEOID03.
 CK1404
 CK1404.The dynamic height is computed by dividing the NAVD 88
 CK1404.geopotential number by the normal gravity value computed on the
 CK1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1404.degrees latitude (g = 980.6199 gals.).
 CK1404
 CK1404.The modeled gravity was interpolated from observed gravity values.
 CK1404
 CK1404;                    North         East    Units  Estimated Accuracy
 CK1404;SPC SC       -   128,110.      692,800.      MT  (+/- 180 meters Scaled)
 CK1404
 CK1404                          SUPERSEDED SURVEY CONTROL
 CK1404
 CK1404  NGVD 29 (03/21/89)   13.596  (m)           44.61   (f) ADJUSTED    1 2
 CK1404
 CK1404.Superseded values are not recommended for survey control.
 CK1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1404.See file dsdata.txt to determine how the superseded data were derived.
 CK1404
 CK1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS831500(NAD 83)
 CK1404_MARKER: P = PIPE CAP
 CK1404_SETTING: 0 = UNSPECIFIED SETTING
 CK1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1404
 CK1404  HISTORY     - Date     Condition        Report By
 CK1404  HISTORY     - UNK      MONUMENTED       USGS
 CK1404  HISTORY     - 1961     GOOD             NGS
 CK1404
 CK1404                          STATION DESCRIPTION
 CK1404
 CK1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1404'AT LADSON.
 CK1404'45.154
 CK1404'AT LADSON, ALONG THE SOUTHERN RAILWAY, AT A BLACK TOP ROAD
 CK1404'CROSSING, NEAR THE JUNCTION OF A BLACK TOP ROAD THAT CROSSES
 CK1404'THE TRACK AND ONE THAT PARALLEL THE TRACK TO THE SOUTHEAST,
 CK1404'106 FEET NORTHEAST AND ACROSS THE ROAD TO THE SOUTHEAST FROM
 CK1404'THE NORTHEAST RAIL OF THE MAIN TRACK, 31 1/2 FEET NORTHEAST OF
 CK1404'THE CENTER LINE OF THE ROAD PARALLEL THE TRACK, 25 1/2 FEET
 CK1404'SOUTHEAST OF THE CENTER LINE OF THE ROAD THAT CROSSES THE TRACK,
 CK1404'10 1/2 FEET SOUTHWEST OF A POWER LINE POLE, AND PROJECTS 2
 CK1404'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1059 ***********************************************************************
 DD1059  DESIGNATION -  45 001
 DD1059  PID         -  DD1059
 DD1059  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1059  USGS QUAD   -  GREELEYVILLE (1990)
 DD1059
 DD1059                         *CURRENT SURVEY CONTROL
 DD1059  ___________________________________________________________________
 DD1059* NAD 83(1986)-  33 32 40.     (N)    079 55 11.     (W)     SCALED    
 DD1059* NAVD 88     -        23.569  (meters)      77.33   (feet)  ADJUSTED  
 DD1059  ___________________________________________________________________
 DD1059  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DD1059  DYNAMIC HT  -          23.545 (meters)      77.25  (feet)  COMP
 DD1059  MODELED GRAV-     979,614.1   (mgal)                       NAVD 88
 DD1059
 DD1059  VERT ORDER  -  FIRST     CLASS II
 DD1059
 DD1059.The horizontal coordinates were scaled from a topographic map and have
 DD1059.an estimated accuracy of +/- 6 seconds.
 DD1059
 DD1059.The orthometric height was determined by differential leveling
 DD1059.and adjusted by the National Geodetic Survey in June 1991..
 DD1059
 DD1059.The geoid height was determined by GEOID03.
 DD1059
 DD1059.The dynamic height is computed by dividing the NAVD 88
 DD1059.geopotential number by the normal gravity value computed on the
 DD1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1059.degrees latitude (g = 980.6199 gals.).
 DD1059
 DD1059.The modeled gravity was interpolated from observed gravity values.
 DD1059
 DD1059;                    North         East    Units  Estimated Accuracy
 DD1059;SPC SC       -   190,280.      709,910.      MT  (+/- 180 meters Scaled)
 DD1059
 DD1059                          SUPERSEDED SURVEY CONTROL
 DD1059
 DD1059  NGVD 29 (03/21/89)   23.866  (m)           78.30   (f) ADJUSTED    1 2
 DD1059
 DD1059.Superseded values are not recommended for survey control.
 DD1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1059.See file dsdata.txt to determine how the superseded data were derived.
 DD1059
 DD1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT002121(NAD 83)
 DD1059_MARKER: DB = BENCH MARK DISK
 DD1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1059_SP_SET: CONCRETE POST
 DD1059_STAMPING: VERT 45 001 1982
 DD1059_MARK LOGO: SCGS  
 DD1059_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1059
 DD1059  HISTORY     - Date     Condition        Report By
 DD1059  HISTORY     - 1982     MONUMENTED       SCGS
 DD1059
 DD1059                          STATION DESCRIPTION
 DD1059
 DD1059'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1059'3.2 KM (2.0 MI) NW FROM LANE.
 DD1059'1.0 KILOMETERS (0.6 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1059'C. E. MURRY SCHOOL IN GREELEYVILLE, THENCE 8.5 KILOMETERS
 DD1059'(5.3 MILES) SOUTH ALONG STATE HIGHWAY 375, THENCE 4.5 KILOMETERS
 DD1059'(2.8 MILES) NORTH ALONG U.S. HIGHWAY 52, THENCE 1.85 KILOMETERS
 DD1059'(1.15 MILES) SOUTHEAST ALONG A SAND ROAD THAT RUNS PARALLEL WITH
 DD1059'THE RAILROAD TRACKS, SET NEAR A 12 INCH BLAZED PINE TREE,
 DD1059'76.2 METERS (250.0 FEET) SOUTH-SOUTHEAST OF MILE MARKER 345,
 DD1059'26.7 METERS (87.8 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST RAIL
 DD1059'OF THE ATLANTIC COASTLINE RAILROAD TRACKS, 13.8 METERS (45.1 FEET)
 DD1059'WEST OF A POWER POLE NUMBER 154, 1.8 METERS (6.0 FEET) WEST
 DD1059'NORTHWEST OF THE 12 INCH BLAZED PINE TREE.
 DD1059'THE MARK IS 0.80 METERS  NNE FROM A WITNESS POST.
 DD1059'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1016 ***********************************************************************
 DD1016  DESIGNATION -  45 0022
 DD1016  PID         -  DD1016
 DD1016  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1016  USGS QUAD   -  GREELEYVILLE (1990)
 DD1016
 DD1016                         *CURRENT SURVEY CONTROL
 DD1016  ___________________________________________________________________
 DD1016* NAD 83(1986)-  33 32 03.     (N)    079 52 31.     (W)     SCALED    
 DD1016* NAVD 88     -        20.029  (meters)      65.71   (feet)  ADJUSTED  
 DD1016  ___________________________________________________________________
 DD1016  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DD1016  DYNAMIC HT  -          20.008 (meters)      65.64  (feet)  COMP
 DD1016  MODELED GRAV-     979,612.9   (mgal)                       NAVD 88
 DD1016
 DD1016  VERT ORDER  -  FIRST     CLASS II
 DD1016
 DD1016.The horizontal coordinates were scaled from a topographic map and have
 DD1016.an estimated accuracy of +/- 6 seconds.
 DD1016
 DD1016.The orthometric height was determined by differential leveling
 DD1016.and adjusted by the National Geodetic Survey in June 1991..
 DD1016
 DD1016.The geoid height was determined by GEOID03.
 DD1016
 DD1016.The dynamic height is computed by dividing the NAVD 88
 DD1016.geopotential number by the normal gravity value computed on the
 DD1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1016.degrees latitude (g = 980.6199 gals.).
 DD1016
 DD1016.The modeled gravity was interpolated from observed gravity values.
 DD1016
 DD1016;                    North         East    Units  Estimated Accuracy
 DD1016;SPC SC       -   189,180.      714,050.      MT  (+/- 180 meters Scaled)
 DD1016
 DD1016                          SUPERSEDED SURVEY CONTROL
 DD1016
 DD1016  NGVD 29 (03/21/89)   20.325  (m)           66.68   (f) ADJUSTED    1 2
 DD1016
 DD1016.Superseded values are not recommended for survey control.
 DD1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1016.See file dsdata.txt to determine how the superseded data were derived.
 DD1016
 DD1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT044110(NAD 83)
 DD1016_MARKER: DB = BENCH MARK DISK
 DD1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1016_SP_SET: CONCRETE POST
 DD1016_STAMPING: VERT 45 0022 1982
 DD1016_MARK LOGO: SCGS  
 DD1016_PROJECTION: RECESSED 7 CENTIMETERS
 DD1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1016
 DD1016  HISTORY     - Date     Condition        Report By
 DD1016  HISTORY     - 1982     MONUMENTED       SCGS
 DD1016
 DD1016                          STATION DESCRIPTION
 DD1016
 DD1016'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1016'0.9 KM (0.55 MI) NE FROM LANE.
 DD1016'0.9 KILOMETERS (0.55 MILES) NORTHEAST ALONG STATE HIGHWAY 377 FROM
 DD1016'THE POST OFFICE IN LANE, SET ON THE NORTH SIDE OF A BLOCK BUILDING
 DD1016'(GROCERY STORE AND GAS STATION), 64.0 METERS (210.0 FEET)
 DD1016'EAST SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 377, 9.8 METERS
 DD1016'(32.7 FEET) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE STORE,
 DD1016'6.8 METERS (22.4 FEET) NORTH-NORTHWEST OF THE NORTHEAST CORNER
 DD1016'OF THE STORE, 10.2 METERS (33.5 FEET) SOUTHEAST OF A POWER POLE
 DD1016'SERVICING THE STORE.
 DD1016'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 377.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1018 ***********************************************************************
 DD1018  DESIGNATION -  45 0043
 DD1018  PID         -  DD1018
 DD1018  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1018  USGS QUAD   -  SALTERS (1990)
 DD1018
 DD1018                         *CURRENT SURVEY CONTROL
 DD1018  ___________________________________________________________________
 DD1018* NAD 83(1986)-  33 33 10.     (N)    079 51 17.     (W)     SCALED    
 DD1018* NAVD 88     -        17.094  (meters)      56.08   (feet)  ADJUSTED  
 DD1018  ___________________________________________________________________
 DD1018  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DD1018  DYNAMIC HT  -          17.076 (meters)      56.02  (feet)  COMP
 DD1018  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 DD1018
 DD1018  VERT ORDER  -  FIRST     CLASS II
 DD1018
 DD1018.The horizontal coordinates were scaled from a topographic map and have
 DD1018.an estimated accuracy of +/- 6 seconds.
 DD1018
 DD1018.The orthometric height was determined by differential leveling
 DD1018.and adjusted by the National Geodetic Survey in June 1991..
 DD1018
 DD1018.The geoid height was determined by GEOID03.
 DD1018
 DD1018.The dynamic height is computed by dividing the NAVD 88
 DD1018.geopotential number by the normal gravity value computed on the
 DD1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1018.degrees latitude (g = 980.6199 gals.).
 DD1018
 DD1018.The modeled gravity was interpolated from observed gravity values.
 DD1018
 DD1018;                    North         East    Units  Estimated Accuracy
 DD1018;SPC SC       -   191,270.      715,930.      MT  (+/- 180 meters Scaled)
 DD1018
 DD1018                          SUPERSEDED SURVEY CONTROL
 DD1018
 DD1018  NGVD 29 (03/21/89)   17.391  (m)           57.06   (f) ADJUSTED    1 2
 DD1018
 DD1018.Superseded values are not recommended for survey control.
 DD1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1018.See file dsdata.txt to determine how the superseded data were derived.
 DD1018
 DD1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT063131(NAD 83)
 DD1018_MARKER: DB = BENCH MARK DISK
 DD1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1018_SP_SET: CONCRETE POST
 DD1018_STAMPING: VERT 45 0043 1982
 DD1018_MARK LOGO: SCGS  
 DD1018_PROJECTION: FLUSH
 DD1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1018
 DD1018  HISTORY     - Date     Condition        Report By
 DD1018  HISTORY     - 1982     MONUMENTED       SCGS
 DD1018
 DD1018                          STATION DESCRIPTION
 DD1018
 DD1018'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1018'4.25 KM (2.65 MI) NE FROM LANE.
 DD1018'4.25 KILOMETERS (2.65 MILES) NORTHEAST ALONG STATE HIGHWAY 377,
 DD1018'FROM THE POST OFFICE IN LANE, SET NEAR A SMALL BLOCK HOUSE IN
 DD1018'THE SHAPE OF A SQUARE, 19.7 METERS (64.5 FEET) SOUTH-SOUTHWEST
 DD1018'OF THE SOUTH CORNER OF THE HOUSE, 11.9 METERS (39.3 FEET)
 DD1018'WEST-NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 377,
 DD1018'2.4 METERS (8.0 FEET) NORTHEAST OF POWER POLE NUMBER
 DD1018'23 59 L.
 DD1018'THE MARK IS ABOVE LEVEL WITH HIGHWAY 377.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1019 ***********************************************************************
 DD1019  DESIGNATION -  45 0056
 DD1019  PID         -  DD1019
 DD1019  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1019  USGS QUAD   -  SALTERS (1990)
 DD1019
 DD1019                         *CURRENT SURVEY CONTROL
 DD1019  ___________________________________________________________________
 DD1019* NAD 83(1986)-  33 33 43.     (N)    079 50 24.     (W)     SCALED    
 DD1019* NAVD 88     -        19.375  (meters)      63.57   (feet)  ADJUSTED  
 DD1019  ___________________________________________________________________
 DD1019  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DD1019  DYNAMIC HT  -          19.355 (meters)      63.50  (feet)  COMP
 DD1019  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 DD1019
 DD1019  VERT ORDER  -  FIRST     CLASS II
 DD1019
 DD1019.The horizontal coordinates were scaled from a topographic map and have
 DD1019.an estimated accuracy of +/- 6 seconds.
 DD1019
 DD1019.The orthometric height was determined by differential leveling
 DD1019.and adjusted by the National Geodetic Survey in June 1991..
 DD1019
 DD1019.The geoid height was determined by GEOID03.
 DD1019
 DD1019.The dynamic height is computed by dividing the NAVD 88
 DD1019.geopotential number by the normal gravity value computed on the
 DD1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1019.degrees latitude (g = 980.6199 gals.).
 DD1019
 DD1019.The modeled gravity was interpolated from observed gravity values.
 DD1019
 DD1019;                    North         East    Units  Estimated Accuracy
 DD1019;SPC SC       -   192,300.      717,290.      MT  (+/- 180 meters Scaled)
 DD1019
 DD1019                          SUPERSEDED SURVEY CONTROL
 DD1019
 DD1019  NGVD 29 (03/21/89)   19.672  (m)           64.54   (f) ADJUSTED    1 2
 DD1019
 DD1019.Superseded values are not recommended for survey control.
 DD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1019.See file dsdata.txt to determine how the superseded data were derived.
 DD1019
 DD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT076141(NAD 83)
 DD1019_MARKER: DB = BENCH MARK DISK
 DD1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1019_SP_SET: CONCRETE POST
 DD1019_STAMPING: VERT 45 0056 1982
 DD1019_MARK LOGO: SCGS  
 DD1019_PROJECTION: RECESSED 7 CENTIMETERS
 DD1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1019
 DD1019  HISTORY     - Date     Condition        Report By
 DD1019  HISTORY     - 1982     MONUMENTED       SCGS
 DD1019
 DD1019                          STATION DESCRIPTION
 DD1019
 DD1019'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1019'6.0 KM (3.75 MI) NE FROM LANE.
 DD1019'6.0 KILOMETERS (3.75 MILES) NORTHEAST ALONG STATE HIGHWAY 377,
 DD1019'FROM THE POST OFFICE IN LANE, SET AT THE NORTHEAST CORNER OF A
 DD1019'WIRE FENCE SURROUNDING A ONE STORY WOODEN FARM HOUSE, 45.1 METERS
 DD1019'(148.0 FEET) SOUTH-SOUTHEAST OF THE CENTER LINE OF HIGHWAY 377,
 DD1019'13.5 METERS (44.4 FEET) NORTH OF THE NORTHEAST CORNER OF THE HOUSE,
 DD1019'24.8 METERS (81.7 FEET) NORTHEAST OF A 90 INCH LIVE OAK IN THE
 DD1019'MIDDLE OF THE SAND DRIVE, 2.8 METERS (9.5 FEET) WEST OF THE NORTHEAST
 DD1019'CORNER OF THE WIRE FENCE.
 DD1019'THE MARK IS 0.60 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1020 ***********************************************************************
 DD1020  DESIGNATION -  45 0060
 DD1020  PID         -  DD1020
 DD1020  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1020  USGS QUAD   -  SALTERS (1990)
 DD1020
 DD1020                         *CURRENT SURVEY CONTROL
 DD1020  ___________________________________________________________________
 DD1020* NAD 83(1986)-  33 34 01.     (N)    079 49 45.     (W)     SCALED    
 DD1020* NAVD 88     -        18.609  (meters)      61.05   (feet)  ADJUSTED  
 DD1020  ___________________________________________________________________
 DD1020  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DD1020  DYNAMIC HT  -          18.590 (meters)      60.99  (feet)  COMP
 DD1020  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 DD1020
 DD1020  VERT ORDER  -  FIRST     CLASS II
 DD1020
 DD1020.The horizontal coordinates were scaled from a topographic map and have
 DD1020.an estimated accuracy of +/- 6 seconds.
 DD1020
 DD1020.The orthometric height was determined by differential leveling
 DD1020.and adjusted by the National Geodetic Survey in June 1991..
 DD1020
 DD1020.The geoid height was determined by GEOID03.
 DD1020
 DD1020.The dynamic height is computed by dividing the NAVD 88
 DD1020.geopotential number by the normal gravity value computed on the
 DD1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1020.degrees latitude (g = 980.6199 gals.).
 DD1020
 DD1020.The modeled gravity was interpolated from observed gravity values.
 DD1020
 DD1020;                    North         East    Units  Estimated Accuracy
 DD1020;SPC SC       -   192,870.      718,290.      MT  (+/- 180 meters Scaled)
 DD1020
 DD1020                          SUPERSEDED SURVEY CONTROL
 DD1020
 DD1020  NGVD 29 (03/21/89)   18.906  (m)           62.03   (f) ADJUSTED    1 2
 DD1020
 DD1020.Superseded values are not recommended for survey control.
 DD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1020.See file dsdata.txt to determine how the superseded data were derived.
 DD1020
 DD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT086147(NAD 83)
 DD1020_MARKER: DB = BENCH MARK DISK
 DD1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1020_SP_SET: CONCRETE POST
 DD1020_STAMPING: VERT 45 0060 1982
 DD1020_MARK LOGO: SCGS  
 DD1020_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1020
 DD1020  HISTORY     - Date     Condition        Report By
 DD1020  HISTORY     - 1982     MONUMENTED       SCGS
 DD1020
 DD1020                          STATION DESCRIPTION
 DD1020
 DD1020'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1020'6.9 KM (4.3 MI) NE FROM LANE.
 DD1020'6.9 KILOMETERS (4.3 MILES) NORTHEAST ALONG STATE HIGHWAY 377,
 DD1020'FROM THE POST OFFICE IN LANE, SET NEAR THE MCCOLLOUGH HEAD STONE
 DD1020'ON THE SOUTHEAST SIDE OF THE BRICK FENCE SURROUNDING THE CEMETARY
 DD1020'AT THE UNION PRESBYTERIAN CHURCH, 0.5 METERS (1.6 FEET)
 DD1020'SOUTHEAST OF THE BRICK FENCE CORNER PILLAR, 37.2 METERS (122.0 FEET)
 DD1020'NORTH OF THE NORTHWEST CORNER OF THE CHURCH, 20.4 METERS
 DD1020'(67.0 FEET) EAST-SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 DD1020'377, 7.4 METERS (24.2 FEET) WEST SOUTHWEST OF THE LIFRAGE HEADSTONE.
 DD1020'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1017 ***********************************************************************
 DD1017  DESIGNATION -  45 017
 DD1017  PID         -  DD1017
 DD1017  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1017  USGS QUAD   -  SALTERS (1990)
 DD1017
 DD1017                         *CURRENT SURVEY CONTROL
 DD1017  ___________________________________________________________________
 DD1017* NAD 83(1986)-  33 32 25.     (N)    079 51 51.     (W)     SCALED    
 DD1017* NAVD 88     -        19.561  (meters)      64.18   (feet)  ADJUSTED  
 DD1017  ___________________________________________________________________
 DD1017  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DD1017  DYNAMIC HT  -          19.541 (meters)      64.11  (feet)  COMP
 DD1017  MODELED GRAV-     979,613.8   (mgal)                       NAVD 88
 DD1017
 DD1017  VERT ORDER  -  FIRST     CLASS II
 DD1017
 DD1017.The horizontal coordinates were scaled from a topographic map and have
 DD1017.an estimated accuracy of +/- 6 seconds.
 DD1017
 DD1017.The orthometric height was determined by differential leveling
 DD1017.and adjusted by the National Geodetic Survey in June 1991..
 DD1017
 DD1017.The geoid height was determined by GEOID03.
 DD1017
 DD1017.The dynamic height is computed by dividing the NAVD 88
 DD1017.geopotential number by the normal gravity value computed on the
 DD1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1017.degrees latitude (g = 980.6199 gals.).
 DD1017
 DD1017.The modeled gravity was interpolated from observed gravity values.
 DD1017
 DD1017;                    North         East    Units  Estimated Accuracy
 DD1017;SPC SC       -   189,870.      715,070.      MT  (+/- 180 meters Scaled)
 DD1017
 DD1017                          SUPERSEDED SURVEY CONTROL
 DD1017
 DD1017  NGVD 29 (03/21/89)   19.857  (m)           65.15   (f) ADJUSTED    1 2
 DD1017
 DD1017.Superseded values are not recommended for survey control.
 DD1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1017.See file dsdata.txt to determine how the superseded data were derived.
 DD1017
 DD1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT054117(NAD 83)
 DD1017_MARKER: DB = BENCH MARK DISK
 DD1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1017_SP_SET: CONCRETE POST
 DD1017_STAMPING: VERT 45 017 1982
 DD1017_MARK LOGO: SCGS  
 DD1017_PROJECTION: RECESSED 7 CENTIMETERS
 DD1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1017
 DD1017  HISTORY     - Date     Condition        Report By
 DD1017  HISTORY     - 1982     MONUMENTED       SCGS
 DD1017
 DD1017                          STATION DESCRIPTION
 DD1017
 DD1017'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1017'2.6 KM (1.6 MI) NE FROM LANE.
 DD1017'2.6 KILOMETERS (1.6 MILES) NORTHEAST ALONG STATE HIGHWAY 377,
 DD1017'FROM THE POST OFFICE IN LANE, SET NEAR A TELEPHONE JUNCTION BOX
 DD1017'IN THE FRONT YARD OF A ONE STORY BRICK HOUSE, 47.9 METERS
 DD1017'(157.0 FEET) NORTH-NORTHEAST OF THE GARAGE PILLAR ON THE EAST
 DD1017'SIDE OF THE HOUSE, 12.8 METERS (42.0 FEET) SOUTH-SOUTHEAST OF THE
 DD1017'CENTER LINE OF STATE HIGHWAY 377, 7.6 METERS (25.0 FEET) EAST-
 DD1017'NORTHEAST OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING TO
 DD1017'THE HOUSE, 3.7 METERS (12.2 FEET) NORTH-NORTHEAST OF A POWER POLE,
 DD1017'0.6 METERS (2.0 FEET) SOUTH-SOUTHEAST OF THE TELEPHONE
 DD1017'JUNCTION BOX.
 DD1017'THE MARK IS 0.60 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1068 ***********************************************************************
 DD1068  DESIGNATION -  45 057
 DD1068  PID         -  DD1068
 DD1068  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1068  USGS QUAD   -  BLAKELY (1990)
 DD1068
 DD1068                         *CURRENT SURVEY CONTROL
 DD1068  ___________________________________________________________________
 DD1068* NAD 83(1986)-  33 29 57.     (N)    079 46 13.     (W)     SCALED    
 DD1068* NAVD 88     -        18.105  (meters)      59.40   (feet)  ADJUSTED  
 DD1068  ___________________________________________________________________
 DD1068  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DD1068  DYNAMIC HT  -          18.086 (meters)      59.34  (feet)  COMP
 DD1068  MODELED GRAV-     979,599.7   (mgal)                       NAVD 88
 DD1068
 DD1068  VERT ORDER  -  FIRST     CLASS II
 DD1068
 DD1068.The horizontal coordinates were scaled from a topographic map and have
 DD1068.an estimated accuracy of +/- 6 seconds.
 DD1068
 DD1068.The orthometric height was determined by differential leveling
 DD1068.and adjusted by the National Geodetic Survey in June 1991..
 DD1068
 DD1068.The geoid height was determined by GEOID03.
 DD1068
 DD1068.The dynamic height is computed by dividing the NAVD 88
 DD1068.geopotential number by the normal gravity value computed on the
 DD1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1068.degrees latitude (g = 980.6199 gals.).
 DD1068
 DD1068.The modeled gravity was interpolated from observed gravity values.
 DD1068
 DD1068;                    North         East    Units  Estimated Accuracy
 DD1068;SPC SC       -   185,420.      723,840.      MT  (+/- 180 meters Scaled)
 DD1068
 DD1068                          SUPERSEDED SURVEY CONTROL
 DD1068
 DD1068  NGVD 29 (03/21/89)   18.403  (m)           60.38   (f) ADJUSTED    1 2
 DD1068
 DD1068.Superseded values are not recommended for survey control.
 DD1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1068.See file dsdata.txt to determine how the superseded data were derived.
 DD1068
 DD1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT142073(NAD 83)
 DD1068_MARKER: DB = BENCH MARK DISK
 DD1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1068_SP_SET: CONCRETE POST
 DD1068_STAMPING: VERT 45 057 1982
 DD1068_MARK LOGO: SCGS  
 DD1068_PROJECTION: RECESSED 7 CENTIMETERS
 DD1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1068
 DD1068  HISTORY     - Date     Condition        Report By
 DD1068  HISTORY     - 1982     MONUMENTED       SCGS
 DD1068
 DD1068                          STATION DESCRIPTION
 DD1068
 DD1068'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1068'10.4 KM (6.45 MI) SE FROM LANE.
 DD1068'10.4 KILOMETERS (6.45 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1068'FROM THE POST OFFICE IN LANE, SET IN THE FRONT YARD OF THE BLAKELY
 DD1068'ELEMENTARY SCHOOL, 64.4 METERS (211.5 FEET) SOUTH-SOUTHWEST OF THE
 DD1068'FLAG POLE, 18.4 METERS (60.6 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 DD1068'CENTER OF THE MIDDLE DRIVE, 25.0 METERS (82.7 FEET) WEST
 DD1068'NORTHWEST OF THE APPROXIMATE CENTER OF THE EAST DRIVE,
 DD1068'11.3 METERS (37.0 FEET) NORTH-NORTHEAST OF THE CENTER LINE
 DD1068'OF COUNTY ROAD S-45-16.
 DD1068'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1063 ***********************************************************************
 DD1063  DESIGNATION -  45 058
 DD1063  PID         -  DD1063
 DD1063  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1063  USGS QUAD   -  SALTERS (1990)
 DD1063
 DD1063                         *CURRENT SURVEY CONTROL
 DD1063  ___________________________________________________________________
 DD1063* NAD 83(1986)-  33 31 15.     (N)    079 52 06.     (W)     SCALED    
 DD1063* NAVD 88     -        20.845  (meters)      68.39   (feet)  ADJUSTED  
 DD1063  ___________________________________________________________________
 DD1063  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DD1063  DYNAMIC HT  -          20.823 (meters)      68.32  (feet)  COMP
 DD1063  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 DD1063
 DD1063  VERT ORDER  -  FIRST     CLASS II
 DD1063
 DD1063.The horizontal coordinates were scaled from a topographic map and have
 DD1063.an estimated accuracy of +/- 6 seconds.
 DD1063
 DD1063.The orthometric height was determined by differential leveling
 DD1063.and adjusted by the National Geodetic Survey in June 1991..
 DD1063
 DD1063.The geoid height was determined by GEOID03.
 DD1063
 DD1063.The dynamic height is computed by dividing the NAVD 88
 DD1063.geopotential number by the normal gravity value computed on the
 DD1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1063.degrees latitude (g = 980.6199 gals.).
 DD1063
 DD1063.The modeled gravity was interpolated from observed gravity values.
 DD1063
 DD1063;                    North         East    Units  Estimated Accuracy
 DD1063;SPC SC       -   187,710.      714,710.      MT  (+/- 180 meters Scaled)
 DD1063
 DD1063                          SUPERSEDED SURVEY CONTROL
 DD1063
 DD1063  NGVD 29 (03/21/89)   21.141  (m)           69.36   (f) ADJUSTED    1 2
 DD1063
 DD1063.Superseded values are not recommended for survey control.
 DD1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1063.See file dsdata.txt to determine how the superseded data were derived.
 DD1063
 DD1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT050096(NAD 83)
 DD1063_MARKER: DB = BENCH MARK DISK
 DD1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1063_SP_SET: CONCRETE POST
 DD1063_STAMPING: VERT 45 058 1982
 DD1063_MARK LOGO: SCGS  
 DD1063_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1063
 DD1063  HISTORY     - Date     Condition        Report By
 DD1063  HISTORY     - 1982     MONUMENTED       SCGS
 DD1063
 DD1063                          STATION DESCRIPTION
 DD1063
 DD1063'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1063'1.0 KM (0.6 MI) SE FROM LANE.
 DD1063'1.0 KILOMETERS (0.6 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1063'FROM THE POST OFFICE IN LANE, SET AT THE NORTHEAST CORNER OF A
 DD1063'CHAINLINK FENCE, 11.9 METERS (39.5 FEET) SOUTHWEST OF THE
 DD1063'CENTER LINE OF THE ROAD, 0.6 METERS (2.0 FEET) SOUTHEAST OF THE
 DD1063'NORTHEAST CORNER OF THE CHAINLINK FENCE, 37.5 METERS (123.5 FEET)
 DD1063'SOUTHEAST OF POWER POLE NUMBER 10, 28.6 METERS (94.0 FEET)
 DD1063'NORTHWEST OF A POWER POLE.
 DD1063'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 DD1063'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1064 ***********************************************************************
 DD1064  DESIGNATION -  45 059
 DD1064  PID         -  DD1064
 DD1064  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1064  USGS QUAD   -  SALTERS (1990)
 DD1064
 DD1064                         *CURRENT SURVEY CONTROL
 DD1064  ___________________________________________________________________
 DD1064* NAD 83(1986)-  33 31 04.     (N)    079 51 12.     (W)     SCALED    
 DD1064* NAVD 88     -        20.102  (meters)      65.95   (feet)  ADJUSTED  
 DD1064  ___________________________________________________________________
 DD1064  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DD1064  DYNAMIC HT  -          20.081 (meters)      65.88  (feet)  COMP
 DD1064  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DD1064
 DD1064  VERT ORDER  -  FIRST     CLASS II
 DD1064
 DD1064.The horizontal coordinates were scaled from a topographic map and have
 DD1064.an estimated accuracy of +/- 6 seconds.
 DD1064
 DD1064.The orthometric height was determined by differential leveling
 DD1064.and adjusted by the National Geodetic Survey in June 1991..
 DD1064
 DD1064.The geoid height was determined by GEOID03.
 DD1064
 DD1064.The dynamic height is computed by dividing the NAVD 88
 DD1064.geopotential number by the normal gravity value computed on the
 DD1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1064.degrees latitude (g = 980.6199 gals.).
 DD1064
 DD1064.The modeled gravity was interpolated from observed gravity values.
 DD1064
 DD1064;                    North         East    Units  Estimated Accuracy
 DD1064;SPC SC       -   187,390.      716,110.      MT  (+/- 180 meters Scaled)
 DD1064
 DD1064                          SUPERSEDED SURVEY CONTROL
 DD1064
 DD1064  NGVD 29 (03/21/89)   20.399  (m)           66.93   (f) ADJUSTED    1 2
 DD1064
 DD1064.Superseded values are not recommended for survey control.
 DD1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1064.See file dsdata.txt to determine how the superseded data were derived.
 DD1064
 DD1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT064092(NAD 83)
 DD1064_MARKER: DB = BENCH MARK DISK
 DD1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1064_SP_SET: CONCRETE POST
 DD1064_STAMPING: VERT 45 059 1982
 DD1064_MARK LOGO: SCGS  
 DD1064_PROJECTION: FLUSH
 DD1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1064
 DD1064  HISTORY     - Date     Condition        Report By
 DD1064  HISTORY     - 1982     MONUMENTED       SCGS
 DD1064
 DD1064                          STATION DESCRIPTION
 DD1064
 DD1064'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1064'2.5 KM (1.55 MI) SE FROM LANE.
 DD1064'2.5 KILOMETERS (1.55 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1064'FROM THE POST OFFICE IN LANE, SET ON THE EAST SIDE OF THE ENTRANCE
 DD1064'AT THE BEGINNING OF A DIRT DRIVE, 10.7 METERS (35.4 FEET)
 DD1064'NORTHEAST OF THE CENTER LINE OF COUNTY ROAD S-45-16,
 DD1064'3.4 METERS (11.5 FEET) SOUTHEAST OF A DIRT DRIVE LEADING NORTHEAST,
 DD1064'1.2 METERS (4.3 FEET) WEST-NORTHWEST OF A 14 INCH PINE TREE, 0.9
 DD1064'METERS (3.0 FEET) EAST-SOUTHEAST OF A 16 INCH WOOD POST SUPPORTING
 DD1064'THE GATE.
 DD1064'THE MARK IS 0.80 METERS  WNW FROM A WITNESS POST.
 DD1064'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1065 ***********************************************************************
 DD1065  DESIGNATION -  45 061
 DD1065  PID         -  DD1065
 DD1065  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1065  USGS QUAD   -  SALTERS (1990)
 DD1065
 DD1065                         *CURRENT SURVEY CONTROL
 DD1065  ___________________________________________________________________
 DD1065* NAD 83(1986)-  33 30 49.     (N)    079 50 07.     (W)     SCALED    
 DD1065* NAVD 88     -        20.125  (meters)      66.03   (feet)  ADJUSTED  
 DD1065  ___________________________________________________________________
 DD1065  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DD1065  DYNAMIC HT  -          20.104 (meters)      65.96  (feet)  COMP
 DD1065  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 DD1065
 DD1065  VERT ORDER  -  FIRST     CLASS II
 DD1065
 DD1065.The horizontal coordinates were scaled from a topographic map and have
 DD1065.an estimated accuracy of +/- 6 seconds.
 DD1065
 DD1065.The orthometric height was determined by differential leveling
 DD1065.and adjusted by the National Geodetic Survey in June 1991..
 DD1065
 DD1065.The geoid height was determined by GEOID03.
 DD1065
 DD1065.The dynamic height is computed by dividing the NAVD 88
 DD1065.geopotential number by the normal gravity value computed on the
 DD1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1065.degrees latitude (g = 980.6199 gals.).
 DD1065
 DD1065.The modeled gravity was interpolated from observed gravity values.
 DD1065
 DD1065;                    North         East    Units  Estimated Accuracy
 DD1065;SPC SC       -   186,950.      717,790.      MT  (+/- 180 meters Scaled)
 DD1065
 DD1065                          SUPERSEDED SURVEY CONTROL
 DD1065
 DD1065  NGVD 29 (03/21/89)   20.422  (m)           67.00   (f) ADJUSTED    1 2
 DD1065
 DD1065.Superseded values are not recommended for survey control.
 DD1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1065.See file dsdata.txt to determine how the superseded data were derived.
 DD1065
 DD1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT081088(NAD 83)
 DD1065_MARKER: DB = BENCH MARK DISK
 DD1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1065_SP_SET: CONCRETE POST
 DD1065_STAMPING: VERT 45 061 1982
 DD1065_MARK LOGO: SCGS  
 DD1065_PROJECTION: RECESSED 7 CENTIMETERS
 DD1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1065
 DD1065  HISTORY     - Date     Condition        Report By
 DD1065  HISTORY     - 1982     MONUMENTED       SCGS
 DD1065
 DD1065                          STATION DESCRIPTION
 DD1065
 DD1065'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1065'4.3 KM (2.65 MI) SE FROM LANE.
 DD1065'4.3 KILOMETERS (2.65 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1065'FROM THE POST OFFICE IN LANE, SET IN LINE AND BETWEEN TWO POWER
 DD1065'POLES WITH HIGH VOLTAGE WIRES, 29.9 METERS (98.0 FEET) EAST
 DD1065'SOUTHEAST OF THE APPROXIMATE CENTER OF A SAND ROAD, 22.7 METERS
 DD1065'(74.7 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE OF COUNTY ROAD
 DD1065'S-45-16, 3.0 METERS (10.0 FEET) EAST-SOUTHEAST OF THE WEST POWER
 DD1065'POLE WITH A WITNESS SIGN, 2.8 METERS (9.5 FEET) WEST-NORTHWEST
 DD1065'OF THE EAST POWER POLE WITH A WITNESS SIGN.
 DD1065'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1066 ***********************************************************************
 DD1066  DESIGNATION -  45 062
 DD1066  PID         -  DD1066
 DD1066  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1066  USGS QUAD   -  SALTERS (1990)
 DD1066
 DD1066                         *CURRENT SURVEY CONTROL
 DD1066  ___________________________________________________________________
 DD1066* NAD 83(1986)-  33 30 27.     (N)    079 48 31.     (W)     SCALED    
 DD1066* NAVD 88     -        19.528  (meters)      64.07   (feet)  ADJUSTED  
 DD1066  ___________________________________________________________________
 DD1066  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DD1066  DYNAMIC HT  -          19.508 (meters)      64.00  (feet)  COMP
 DD1066  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 DD1066
 DD1066  VERT ORDER  -  FIRST     CLASS II
 DD1066
 DD1066.The horizontal coordinates were scaled from a topographic map and have
 DD1066.an estimated accuracy of +/- 6 seconds.
 DD1066
 DD1066.The orthometric height was determined by differential leveling
 DD1066.and adjusted by the National Geodetic Survey in June 1991..
 DD1066
 DD1066.The geoid height was determined by GEOID03.
 DD1066
 DD1066.The dynamic height is computed by dividing the NAVD 88
 DD1066.geopotential number by the normal gravity value computed on the
 DD1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1066.degrees latitude (g = 980.6199 gals.).
 DD1066
 DD1066.The modeled gravity was interpolated from observed gravity values.
 DD1066
 DD1066;                    North         East    Units  Estimated Accuracy
 DD1066;SPC SC       -   186,300.      720,270.      MT  (+/- 180 meters Scaled)
 DD1066
 DD1066                          SUPERSEDED SURVEY CONTROL
 DD1066
 DD1066  NGVD 29 (03/21/89)   19.826  (m)           65.05   (f) ADJUSTED    1 2
 DD1066
 DD1066.Superseded values are not recommended for survey control.
 DD1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1066.See file dsdata.txt to determine how the superseded data were derived.
 DD1066
 DD1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT106081(NAD 83)
 DD1066_MARKER: DB = BENCH MARK DISK
 DD1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1066_SP_SET: CONCRETE POST
 DD1066_STAMPING: VERT 45 062 1982
 DD1066_MARK LOGO: SCGS  
 DD1066_PROJECTION: FLUSH
 DD1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1066
 DD1066  HISTORY     - Date     Condition        Report By
 DD1066  HISTORY     - 1982     MONUMENTED       SCGS
 DD1066
 DD1066                          STATION DESCRIPTION
 DD1066
 DD1066'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1066'6.3 KM (3.95 MI) SE FROM LANE.
 DD1066'6.3 KILOMETERS (3.95 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1066'FROM THE POST OFFICE IN LANE, SET EAST SOUTHEAST OF A NARROW PAVED
 DD1066'ROAD LEADING SOUTH, 14.8 METERS (48.7 FEET) SOUTH SOUTHWEST OF THE
 DD1066'CENTER LINE OF COUNTY ROAD S-45-16, 1.3 METERS (4.4 FEET) EAST
 DD1066'SOUTHEAST OF THE EAST SOUTHEAST BRICK PILLAR AT THE ENTRANCE OF
 DD1066'A NARROW PAVED ROAD LEADING SOUTH, 4.0 METERS (13.5 FEET) EAST
 DD1066'SOUTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 1.8
 DD1066'METERS (6.0 FEET) NORTH-NORTHWEST OF A 36 INCH PINE TREE.
 DD1066'THE MARK IS 0.50 METERS  NNE FROM A WITNESS POST.
 DD1066'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1067 ***********************************************************************
 DD1067  DESIGNATION -  45 063
 DD1067  PID         -  DD1067
 DD1067  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1067  USGS QUAD   -  SALTERS (1990)
 DD1067
 DD1067                         *CURRENT SURVEY CONTROL
 DD1067  ___________________________________________________________________
 DD1067* NAD 83(1986)-  33 30 15.     (N)    079 47 45.     (W)     SCALED    
 DD1067* NAVD 88     -        17.814  (meters)      58.44   (feet)  ADJUSTED  
 DD1067  ___________________________________________________________________
 DD1067  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DD1067  DYNAMIC HT  -          17.796 (meters)      58.39  (feet)  COMP
 DD1067  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 DD1067
 DD1067  VERT ORDER  -  FIRST     CLASS II
 DD1067
 DD1067.The horizontal coordinates were scaled from a topographic map and have
 DD1067.an estimated accuracy of +/- 6 seconds.
 DD1067
 DD1067.The orthometric height was determined by differential leveling
 DD1067.and adjusted by the National Geodetic Survey in June 1991..
 DD1067
 DD1067.The geoid height was determined by GEOID03.
 DD1067
 DD1067.The dynamic height is computed by dividing the NAVD 88
 DD1067.geopotential number by the normal gravity value computed on the
 DD1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1067.degrees latitude (g = 980.6199 gals.).
 DD1067
 DD1067.The modeled gravity was interpolated from observed gravity values.
 DD1067
 DD1067;                    North         East    Units  Estimated Accuracy
 DD1067;SPC SC       -   185,940.      721,460.      MT  (+/- 180 meters Scaled)
 DD1067
 DD1067                          SUPERSEDED SURVEY CONTROL
 DD1067
 DD1067  NGVD 29 (03/21/89)   18.112  (m)           59.42   (f) ADJUSTED    1 2
 DD1067
 DD1067.Superseded values are not recommended for survey control.
 DD1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1067.See file dsdata.txt to determine how the superseded data were derived.
 DD1067
 DD1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT118078(NAD 83)
 DD1067_MARKER: DB = BENCH MARK DISK
 DD1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1067_SP_SET: CONCRETE POST
 DD1067_STAMPING: VERT 45 063 1982
 DD1067_MARK LOGO: SCGS  
 DD1067_PROJECTION: FLUSH
 DD1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1067
 DD1067  HISTORY     - Date     Condition        Report By
 DD1067  HISTORY     - 1982     MONUMENTED       SCGS
 DD1067
 DD1067                          STATION DESCRIPTION
 DD1067
 DD1067'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1067'8.2 KM (5.1 MI) SE FROM LANE.
 DD1067'8.2 KILOMETERS (5.1 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1067'FROM THE POST OFFICE IN LANE, SET 51.8 METERS (170.0 FEET) WEST
 DD1067'NORTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVEWAY, 9.8
 DD1067'METERS (32.5 FEET) SOUTH SOUTHWEST OF THE CENTER LINE OF COUNTY
 DD1067'ROAD S-45-16, 14.9 METERS (49.0 FEET) SOUTHEAST OF THE SOUTHWEST
 DD1067'CORNER OF A SMALL BRIDGE.
 DD1067'THE MARK IS 1.00 METERS  SSE FROM A WITNESS POST.
 DD1067'THE MARK IS 1.50 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1035 ***********************************************************************
 DD1035  DESIGNATION -  45 064
 DD1035  PID         -  DD1035
 DD1035  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1035  USGS QUAD   -  SALTERS (1990)
 DD1035
 DD1035                         *CURRENT SURVEY CONTROL
 DD1035  ___________________________________________________________________
 DD1035* NAD 83(1986)-  33 30 05.     (N)    079 46 57.     (W)     SCALED    
 DD1035* NAVD 88     -        18.345  (meters)      60.19   (feet)  ADJUSTED  
 DD1035  ___________________________________________________________________
 DD1035  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DD1035  DYNAMIC HT  -          18.326 (meters)      60.12  (feet)  COMP
 DD1035  MODELED GRAV-     979,600.9   (mgal)                       NAVD 88
 DD1035
 DD1035  VERT ORDER  -  FIRST     CLASS II
 DD1035
 DD1035.The horizontal coordinates were scaled from a topographic map and have
 DD1035.an estimated accuracy of +/- 6 seconds.
 DD1035
 DD1035.The orthometric height was determined by differential leveling
 DD1035.and adjusted by the National Geodetic Survey in June 1991..
 DD1035
 DD1035.The geoid height was determined by GEOID03.
 DD1035
 DD1035.The dynamic height is computed by dividing the NAVD 88
 DD1035.geopotential number by the normal gravity value computed on the
 DD1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1035.degrees latitude (g = 980.6199 gals.).
 DD1035
 DD1035.The modeled gravity was interpolated from observed gravity values.
 DD1035
 DD1035;                    North         East    Units  Estimated Accuracy
 DD1035;SPC SC       -   185,650.      722,710.      MT  (+/- 180 meters Scaled)
 DD1035
 DD1035                          SUPERSEDED SURVEY CONTROL
 DD1035
 DD1035  NGVD 29 (03/21/89)   18.643  (m)           61.16   (f) ADJUSTED    1 2
 DD1035
 DD1035.Superseded values are not recommended for survey control.
 DD1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1035.See file dsdata.txt to determine how the superseded data were derived.
 DD1035
 DD1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT130075(NAD 83)
 DD1035_MARKER: DB = BENCH MARK DISK
 DD1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1035_SP_SET: CONCRETE POST
 DD1035_STAMPING: VERT 45 064 1982
 DD1035_MARK LOGO: SCGS  
 DD1035_PROJECTION: RECESSED 7 CENTIMETERS
 DD1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1035
 DD1035  HISTORY     - Date     Condition        Report By
 DD1035  HISTORY     - 1982     MONUMENTED       SCGS
 DD1035  HISTORY     - 1982     GOOD             SCGS
 DD1035
 DD1035                          STATION DESCRIPTION
 DD1035
 DD1035'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1035'9.2 KM (5.75 MI) SE FROM LANE.
 DD1035'9.2 KILOMETERS (5.75 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16
 DD1035'FROM THE POST OFFICE IN LANE, SET ON THE WEST SIDE OF A SMALL
 DD1035'STORE, NEAR A POWER POLE, 36.6 METERS (120.0 FEET) NORTH-NORTHEAST
 DD1035'OF THE NORTHEAST CORNER OF A BRICK HOUSE, 26.5 METERS (80.5 FEET)
 DD1035'NORTHWEST OF THE NORTHWEST CORNER OF THE STORE AND GARAGE, 10.1
 DD1035'METERS (33.7 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE OF
 DD1035'COUNTY ROAD S-45-16, 2.1 METERS (7.0 FEET) WEST-NORTHWEST OF
 DD1035'A POWER POLE WITH A LIGHT ON IT.
 DD1035'THE MARK IS 2.70 METERS  ESE FROM A WITNESS POST.
 DD1035'THE MARK IS 0.30 M BELOW COUNTY ROAD S-45-16.
 DD1035
 DD1035                          STATION RECOVERY (1982)
 DD1035
 DD1035'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1033 ***********************************************************************
 DD1033  DESIGNATION -  45 065
 DD1033  PID         -  DD1033
 DD1033  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1033  USGS QUAD   -  SALTERS (1990)
 DD1033
 DD1033                         *CURRENT SURVEY CONTROL
 DD1033  ___________________________________________________________________
 DD1033* NAD 83(1986)-  33 30 59.     (N)    079 46 31.     (W)     SCALED    
 DD1033* NAVD 88     -        18.740  (meters)      61.48   (feet)  ADJUSTED  
 DD1033  ___________________________________________________________________
 DD1033  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DD1033  DYNAMIC HT  -          18.721 (meters)      61.42  (feet)  COMP
 DD1033  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 DD1033
 DD1033  VERT ORDER  -  FIRST     CLASS II
 DD1033
 DD1033.The horizontal coordinates were scaled from a topographic map and have
 DD1033.an estimated accuracy of +/- 6 seconds.
 DD1033
 DD1033.The orthometric height was determined by differential leveling
 DD1033.and adjusted by the National Geodetic Survey in June 1991..
 DD1033
 DD1033.The geoid height was determined by GEOID03.
 DD1033
 DD1033.The dynamic height is computed by dividing the NAVD 88
 DD1033.geopotential number by the normal gravity value computed on the
 DD1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1033.degrees latitude (g = 980.6199 gals.).
 DD1033
 DD1033.The modeled gravity was interpolated from observed gravity values.
 DD1033
 DD1033;                    North         East    Units  Estimated Accuracy
 DD1033;SPC SC       -   187,320.      723,360.      MT  (+/- 180 meters Scaled)
 DD1033
 DD1033                          SUPERSEDED SURVEY CONTROL
 DD1033
 DD1033  NGVD 29 (03/21/89)   19.038  (m)           62.46   (f) ADJUSTED    1 2
 DD1033
 DD1033.Superseded values are not recommended for survey control.
 DD1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1033.See file dsdata.txt to determine how the superseded data were derived.
 DD1033
 DD1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT137092(NAD 83)
 DD1033_MARKER: DB = BENCH MARK DISK
 DD1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1033_SP_SET: CONCRETE POST
 DD1033_STAMPING: VERT 45 065 1982
 DD1033_MARK LOGO: SCGS  
 DD1033_PROJECTION: FLUSH
 DD1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1033
 DD1033  HISTORY     - Date     Condition        Report By
 DD1033  HISTORY     - 1982     MONUMENTED       SCGS
 DD1033
 DD1033                          STATION DESCRIPTION
 DD1033
 DD1033'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1033'9.6 KM (6.0 MI) SE FROM LANE.
 DD1033'9.3 KILOMETERS (5.8 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1033'FROM THE POST OFFICE IN LANE, THENCE 1.8 KILOMETERS (1.1 MILES)
 DD1033'NORTH ALONG COUNTY ROAD S-45-317, SET ON THE EAST SIDE OF A 5 FOOT
 DD1033'HIGH BRICK MONUMENT, AT THE A. B. SMITH AND D. P. COOPER MEMORIAL
 DD1033'GARDEN, 12.3 METERS (40.5 FEET) EAST-SOUTHEAST OF THE CENTER LINE
 DD1033'OF THE COUNTY ROAD, 2.7 METERS (9.0 FEET) SOUTH-SOUTHWEST OF THE
 DD1033'APPROXIMATE CENTER OF A GRASSY ROAD TO THE CEMETARY,
 DD1033'6.9 METERS (22.7 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF THE
 DD1033'CEMENT GRAVE OF MINARD SMITH, 0.6 METERS (2.0 FEET) EAST-SOUTHEAST
 DD1033'OF THE 5 FOOT HIGH BRICK MONUMENT.
 DD1033'THE MARK IS ABOVE LEVEL WITH THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1031 ***********************************************************************
 DD1031  DESIGNATION -  45 066
 DD1031  PID         -  DD1031
 DD1031  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1031  USGS QUAD   -  SALTERS (1990)
 DD1031
 DD1031                         *CURRENT SURVEY CONTROL
 DD1031  ___________________________________________________________________
 DD1031* NAD 83(1986)-  33 31 55.     (N)    079 46 05.     (W)     SCALED    
 DD1031* NAVD 88     -        17.913  (meters)      58.77   (feet)  ADJUSTED  
 DD1031  ___________________________________________________________________
 DD1031  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DD1031  DYNAMIC HT  -          17.895 (meters)      58.71  (feet)  COMP
 DD1031  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 DD1031
 DD1031  VERT ORDER  -  FIRST     CLASS II
 DD1031
 DD1031.The horizontal coordinates were scaled from a topographic map and have
 DD1031.an estimated accuracy of +/- 6 seconds.
 DD1031
 DD1031.The orthometric height was determined by differential leveling
 DD1031.and adjusted by the National Geodetic Survey in June 1991..
 DD1031
 DD1031.The geoid height was determined by GEOID03.
 DD1031
 DD1031.The dynamic height is computed by dividing the NAVD 88
 DD1031.geopotential number by the normal gravity value computed on the
 DD1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1031.degrees latitude (g = 980.6199 gals.).
 DD1031
 DD1031.The modeled gravity was interpolated from observed gravity values.
 DD1031
 DD1031;                    North         East    Units  Estimated Accuracy
 DD1031;SPC SC       -   189,050.      724,010.      MT  (+/- 180 meters Scaled)
 DD1031
 DD1031                          SUPERSEDED SURVEY CONTROL
 DD1031
 DD1031  NGVD 29 (03/21/89)   18.211  (m)           59.75   (f) ADJUSTED    1 2
 DD1031
 DD1031.Superseded values are not recommended for survey control.
 DD1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1031.See file dsdata.txt to determine how the superseded data were derived.
 DD1031
 DD1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT143109(NAD 83)
 DD1031_MARKER: DB = BENCH MARK DISK
 DD1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1031_SP_SET: CONCRETE POST
 DD1031_STAMPING: VERT 45 066 1982
 DD1031_MARK LOGO: SCGS  
 DD1031_PROJECTION: FLUSH
 DD1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1031
 DD1031  HISTORY     - Date     Condition        Report By
 DD1031  HISTORY     - 1982     MONUMENTED       SCGS
 DD1031
 DD1031                          STATION DESCRIPTION
 DD1031
 DD1031'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1031'11.3 KM (7.0 MI) SE FROM LANE.
 DD1031'9.3 KILOMETERS (5.8 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1031'FROM THE POST OFFICE IN LANE, THENCE 3.5 KILOMETERS (2.2 MILES)
 DD1031'NORTH ALONG COUNTY ROAD S-45-317, SET AT THE EDGE OF A FIELD NEAR
 DD1031'A CLUSTER OF TREES, 16.2 METERS (53.0 FEET) EAST-SOUTHEAST OF THE
 DD1031'CENTER LINE OF THE ROAD, 4.6 METERS  (15.0 FEET) NORTHEAST OF THE
 DD1031'APPROXIMATE EDGE OF THE FIELD, 2.7 METERS (9.2 FEET) WEST OF A 12
 DD1031'INCH BLAZED OAK TREE.
 DD1031'THE MARK IS 0.90 METERS  WNW FROM A WITNESS POST.
 DD1031'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1069 ***********************************************************************
 DD1069  DESIGNATION -  45 067
 DD1069  PID         -  DD1069
 DD1069  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1069  USGS QUAD   -  BLAKELY (1990)
 DD1069
 DD1069                         *CURRENT SURVEY CONTROL
 DD1069  ___________________________________________________________________
 DD1069* NAD 83(1986)-  33 29 41.     (N)    079 45 17.     (W)     SCALED    
 DD1069* NAVD 88     -        17.384  (meters)      57.03   (feet)  ADJUSTED  
 DD1069  ___________________________________________________________________
 DD1069  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DD1069  DYNAMIC HT  -          17.366 (meters)      56.98  (feet)  COMP
 DD1069  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 DD1069
 DD1069  VERT ORDER  -  FIRST     CLASS II
 DD1069
 DD1069.The horizontal coordinates were scaled from a topographic map and have
 DD1069.an estimated accuracy of +/- 6 seconds.
 DD1069
 DD1069.The orthometric height was determined by differential leveling
 DD1069.and adjusted by the National Geodetic Survey in June 1991..
 DD1069
 DD1069.The geoid height was determined by GEOID03.
 DD1069
 DD1069.The dynamic height is computed by dividing the NAVD 88
 DD1069.geopotential number by the normal gravity value computed on the
 DD1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1069.degrees latitude (g = 980.6199 gals.).
 DD1069
 DD1069.The modeled gravity was interpolated from observed gravity values.
 DD1069
 DD1069;                    North         East    Units  Estimated Accuracy
 DD1069;SPC SC       -   184,940.      725,300.      MT  (+/- 180 meters Scaled)
 DD1069
 DD1069                          SUPERSEDED SURVEY CONTROL
 DD1069
 DD1069  NGVD 29 (03/21/89)   17.683  (m)           58.02   (f) ADJUSTED    1 2
 DD1069
 DD1069.Superseded values are not recommended for survey control.
 DD1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1069.See file dsdata.txt to determine how the superseded data were derived.
 DD1069
 DD1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT156068(NAD 83)
 DD1069_MARKER: DB = BENCH MARK DISK
 DD1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1069_SP_SET: CONCRETE POST
 DD1069_STAMPING: VERT 45 067 1982
 DD1069_MARK LOGO: SCGS  
 DD1069_PROJECTION: FLUSH
 DD1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1069
 DD1069  HISTORY     - Date     Condition        Report By
 DD1069  HISTORY     - 1982     MONUMENTED       SCGS
 DD1069
 DD1069                          STATION DESCRIPTION
 DD1069
 DD1069'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1069'11.9 KM (7.4 MI) SE FROM LANE.
 DD1069'11.9 KILOMETERS (7.4 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1069'FROM THE POST OFFICE IN LANE, SET IN THE NORTHWEST ANGLE OF THE
 DD1069'INTERSECTION WITH COUNTY ROAD S-45-221, 18.6 METERS (61.0 FEET)
 DD1069'NORTH-NORTHEAST OF THE CENTER LINE OF COUNTY ROAD S-45-16, 16.8 METERS
 DD1069'(55.0 FEET) WEST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-45-221,
 DD1069'3.7 METERS (12.0 FEET) EAST-NORTHEAST OF A 24 INCH BLAZED PINE
 DD1069'TREE.
 DD1069'THE MARK IS 0.70 METERS  ESE FROM A WITNESS POST.
 DD1069'THE MARK IS 0.60 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1071 ***********************************************************************
 DD1071  DESIGNATION -  45 068
 DD1071  PID         -  DD1071
 DD1071  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1071  USGS QUAD   -  TRIO (1973)
 DD1071
 DD1071                         *CURRENT SURVEY CONTROL
 DD1071  ___________________________________________________________________
 DD1071* NAD 83(1986)-  33 29 29.     (N)    079 44 30.     (W)     SCALED    
 DD1071* NAVD 88     -        17.430  (meters)      57.18   (feet)  ADJUSTED  
 DD1071  ___________________________________________________________________
 DD1071  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DD1071  DYNAMIC HT  -          17.411 (meters)      57.12  (feet)  COMP
 DD1071  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 DD1071
 DD1071  VERT ORDER  -  FIRST     CLASS II
 DD1071
 DD1071.The horizontal coordinates were scaled from a topographic map and have
 DD1071.an estimated accuracy of +/- 6 seconds.
 DD1071
 DD1071.The orthometric height was determined by differential leveling
 DD1071.and adjusted by the National Geodetic Survey in June 1991..
 DD1071
 DD1071.The geoid height was determined by GEOID03.
 DD1071
 DD1071.The dynamic height is computed by dividing the NAVD 88
 DD1071.geopotential number by the normal gravity value computed on the
 DD1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1071.degrees latitude (g = 980.6199 gals.).
 DD1071
 DD1071.The modeled gravity was interpolated from observed gravity values.
 DD1071
 DD1071;                    North         East    Units  Estimated Accuracy
 DD1071;SPC SC       -   184,580.      726,510.      MT  (+/- 180 meters Scaled)
 DD1071
 DD1071                          SUPERSEDED SURVEY CONTROL
 DD1071
 DD1071  NGVD 29 (03/21/89)   17.729  (m)           58.17   (f) ADJUSTED    1 2
 DD1071
 DD1071.Superseded values are not recommended for survey control.
 DD1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1071.See file dsdata.txt to determine how the superseded data were derived.
 DD1071
 DD1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT168064(NAD 83)
 DD1071_MARKER: DB = BENCH MARK DISK
 DD1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1071_SP_SET: CONCRETE POST
 DD1071_STAMPING: VERT 45 068 1982
 DD1071_MARK LOGO: SCGS  
 DD1071_PROJECTION: FLUSH
 DD1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1071
 DD1071  HISTORY     - Date     Condition        Report By
 DD1071  HISTORY     - 1982     MONUMENTED       SCGS
 DD1071
 DD1071                          STATION DESCRIPTION
 DD1071
 DD1071'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1071'14.2 KM (8.85 MI) SW FROM LANE.
 DD1071'14.2 KILOMETERS (8.85 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1071'FROM THE POST OFFICE IN LANE, SET NEAR A TELEPHONE JUNCTION BOX,
 DD1071'14.9 METERS (49.0 FEET) EAST SOUTHEAST OF THE APPROXIMATE CENTER
 DD1071'OF A SMALL SAND ROAD, 11.0 METERS (36.7 FEET) SOUTH-SOUTHWEST OF
 DD1071'THE CENTER LINE OF COUNTY ROAD S-45-16, 11.7 METERS (38.8 FEET)
 DD1071'NORTHWEST OF A 12 INCH PINE TREE, 2.6 METERS (8.3 FEET) WEST
 DD1071'SOUTHWEST OF THE TELEPHONE JUNCTION BOX.
 DD1071'THE MARK IS 1.30 METERS  NNE FROM A WITNESS POST.
 DD1071'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1072 ***********************************************************************
 DD1072  DESIGNATION -  45 069
 DD1072  PID         -  DD1072
 DD1072  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1072  USGS QUAD   -  TRIO (1973)
 DD1072
 DD1072                         *CURRENT SURVEY CONTROL
 DD1072  ___________________________________________________________________
 DD1072* NAD 83(1986)-  33 29 14.     (N)    079 43 23.     (W)     SCALED    
 DD1072* NAVD 88     -        17.455  (meters)      57.27   (feet)  ADJUSTED  
 DD1072  ___________________________________________________________________
 DD1072  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DD1072  DYNAMIC HT  -          17.437 (meters)      57.21  (feet)  COMP
 DD1072  MODELED GRAV-     979,588.7   (mgal)                       NAVD 88
 DD1072
 DD1072  VERT ORDER  -  FIRST     CLASS II
 DD1072
 DD1072.The horizontal coordinates were scaled from a topographic map and have
 DD1072.an estimated accuracy of +/- 6 seconds.
 DD1072
 DD1072.The orthometric height was determined by differential leveling
 DD1072.and adjusted by the National Geodetic Survey in June 1991..
 DD1072
 DD1072.The geoid height was determined by GEOID03.
 DD1072
 DD1072.The dynamic height is computed by dividing the NAVD 88
 DD1072.geopotential number by the normal gravity value computed on the
 DD1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1072.degrees latitude (g = 980.6199 gals.).
 DD1072
 DD1072.The modeled gravity was interpolated from observed gravity values.
 DD1072
 DD1072;                    North         East    Units  Estimated Accuracy
 DD1072;SPC SC       -   184,140.      728,250.      MT  (+/- 180 meters Scaled)
 DD1072
 DD1072                          SUPERSEDED SURVEY CONTROL
 DD1072
 DD1072  NGVD 29 (03/21/89)   17.754  (m)           58.25   (f) ADJUSTED    1 2
 DD1072
 DD1072.Superseded values are not recommended for survey control.
 DD1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1072.See file dsdata.txt to determine how the superseded data were derived.
 DD1072
 DD1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT186060(NAD 83)
 DD1072_MARKER: DB = BENCH MARK DISK
 DD1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1072_SP_SET: CONCRETE POST
 DD1072_STAMPING: VERT 45 069 1982
 DD1072_MARK LOGO: SCGS  
 DD1072_PROJECTION: RECESSED 7 CENTIMETERS
 DD1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1072
 DD1072  HISTORY     - Date     Condition        Report By
 DD1072  HISTORY     - 1982     MONUMENTED       SCGS
 DD1072
 DD1072                          STATION DESCRIPTION
 DD1072
 DD1072'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1072'15.3 KM (9.55 MI) NW FROM ANDREWS.
 DD1072'15.3 KILOMETERS (9.55 MILES) NORTHWEST ALONG COUNTY ROAD (S-45-16,
 DD1072'S-22-16), FROM THE JUNCTION OF STATE HIGHWAY 41 AT ANDREWS, SET IN
 DD1072'THE FRONT YARD OF A ONE STORY WOODEN HOUSE, 26.1 METERS (85.8 FEET)
 DD1072'EAST NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 DD1072'10.1 METERS (33.0 FEET) SOUTH SOUTHWEST OF THE CENTER LINE OF
 DD1072'COUNTY ROAD S-45-16, 7.6 METERS (25.0 FEET) EAST SOUTHEAST OF THE
 DD1072'APPROXIMATE CENTER OF A SAND DRIVE LEADING TO THE HOUSE, 15.1
 DD1072'METERS (49.7 FEET) WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER.
 DD1072'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1086 ***********************************************************************
 DD1086  DESIGNATION -  45 070
 DD1086  PID         -  DD1086
 DD1086  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1086  USGS QUAD   -  TRIO (1973)
 DD1086
 DD1086                         *CURRENT SURVEY CONTROL
 DD1086  ___________________________________________________________________
 DD1086* NAD 83(1986)-  33 28 57.     (N)    079 42 17.     (W)     SCALED    
 DD1086* NAVD 88     -        15.892  (meters)      52.14   (feet)  ADJUSTED  
 DD1086  ___________________________________________________________________
 DD1086  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD1086  DYNAMIC HT  -          15.875 (meters)      52.08  (feet)  COMP
 DD1086  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DD1086
 DD1086  VERT ORDER  -  FIRST     CLASS II
 DD1086
 DD1086.The horizontal coordinates were scaled from a topographic map and have
 DD1086.an estimated accuracy of +/- 6 seconds.
 DD1086
 DD1086.The orthometric height was determined by differential leveling
 DD1086.and adjusted by the National Geodetic Survey in June 1991..
 DD1086
 DD1086.The geoid height was determined by GEOID03.
 DD1086
 DD1086.The dynamic height is computed by dividing the NAVD 88
 DD1086.geopotential number by the normal gravity value computed on the
 DD1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1086.degrees latitude (g = 980.6199 gals.).
 DD1086
 DD1086.The modeled gravity was interpolated from observed gravity values.
 DD1086
 DD1086;                    North         East    Units  Estimated Accuracy
 DD1086;SPC SC       -   183,640.      729,960.      MT  (+/- 180 meters Scaled)
 DD1086
 DD1086                          SUPERSEDED SURVEY CONTROL
 DD1086
 DD1086  NGVD 29 (03/21/89)   16.191  (m)           53.12   (f) ADJUSTED    1 2
 DD1086
 DD1086.Superseded values are not recommended for survey control.
 DD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1086.See file dsdata.txt to determine how the superseded data were derived.
 DD1086
 DD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT203055(NAD 83)
 DD1086_MARKER: DB = BENCH MARK DISK
 DD1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1086_SP_SET: CONCRETE POST
 DD1086_STAMPING: VERT 45 070 1982
 DD1086_MARK LOGO: SCGS  
 DD1086_PROJECTION: FLUSH
 DD1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1086
 DD1086  HISTORY     - Date     Condition        Report By
 DD1086  HISTORY     - 1982     MONUMENTED       SCGS
 DD1086
 DD1086                          STATION DESCRIPTION
 DD1086
 DD1086'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1086'13.5 KM (8.45 MI) NW FROM ANDREWS.
 DD1086'13.5 KILOMETERS (8.45 MILES) NORTHWEST ALONG COUNTY ROAD (S-45-16,
 DD1086'S-22-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, SET IN THE
 DD1086'SOUTHEAST ANGLE OF THE INTERSECTION OF A SAND ROAD NEAR A POWER
 DD1086'POLE, 30.0 METERS (98.7 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE
 DD1086'OF COUNTY ROAD S-45-16, 27.1 METERS (89.0 FEET) SOUTH-SOUTHEAST
 DD1086'OF A TELEPHONE POLE AND A JUNCTION BOX, 10.7 METERS (35.0 FEET)
 DD1086'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD.
 DD1086'THE MARK IS 1.2 METERS  NNE FROM A WITNESS POST.
 DD1086'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1091 ***********************************************************************
 DD1091  DESIGNATION -  45 071
 DD1091  PID         -  DD1091
 DD1091  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1091  USGS QUAD   -  TRIO (1973)
 DD1091
 DD1091                         *CURRENT SURVEY CONTROL
 DD1091  ___________________________________________________________________
 DD1091* NAD 83(1986)-  33 28 33.     (N)    079 40 26.     (W)     SCALED    
 DD1091* NAVD 88     -        14.132  (meters)      46.36   (feet)  ADJUSTED  
 DD1091  ___________________________________________________________________
 DD1091  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DD1091  DYNAMIC HT  -          14.117 (meters)      46.32  (feet)  COMP
 DD1091  MODELED GRAV-     979,579.1   (mgal)                       NAVD 88
 DD1091
 DD1091  VERT ORDER  -  FIRST     CLASS II
 DD1091
 DD1091.The horizontal coordinates were scaled from a topographic map and have
 DD1091.an estimated accuracy of +/- 6 seconds.
 DD1091
 DD1091.The orthometric height was determined by differential leveling
 DD1091.and adjusted by the National Geodetic Survey in June 1991..
 DD1091
 DD1091.The geoid height was determined by GEOID03.
 DD1091
 DD1091.The dynamic height is computed by dividing the NAVD 88
 DD1091.geopotential number by the normal gravity value computed on the
 DD1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1091.degrees latitude (g = 980.6199 gals.).
 DD1091
 DD1091.The modeled gravity was interpolated from observed gravity values.
 DD1091
 DD1091;                    North         East    Units  Estimated Accuracy
 DD1091;SPC SC       -   182,940.      732,830.      MT  (+/- 180 meters Scaled)
 DD1091
 DD1091                          SUPERSEDED SURVEY CONTROL
 DD1091
 DD1091  NGVD 29 (03/21/89)   14.432  (m)           47.35   (f) ADJUSTED    1 2
 DD1091
 DD1091.Superseded values are not recommended for survey control.
 DD1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1091.See file dsdata.txt to determine how the superseded data were derived.
 DD1091
 DD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT232048(NAD 83)
 DD1091_MARKER: DB = BENCH MARK DISK
 DD1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1091_SP_SET: CONCRETE POST
 DD1091_STAMPING: VERT 45 071 1982
 DD1091_MARK LOGO: SCGS  
 DD1091_PROJECTION: FLUSH
 DD1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1091
 DD1091  HISTORY     - Date     Condition        Report By
 DD1091  HISTORY     - 1982     MONUMENTED       SCGS
 DD1091
 DD1091                          STATION DESCRIPTION
 DD1091
 DD1091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1091'10.7 KM (6.65 MI) NW FROM ANDREWS.
 DD1091'10.7 KILOMETERS (6.65 MILES) NORTHWEST ALONG COUNTY ROAD (S-45-16,
 DD1091'S-22-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, SET NEAR
 DD1091'A POWER POLE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A SAND ROAD
 DD1091'LEADING NORTH, 22.6 METERS (74.0 FEET) NORTH-NORTHEAST OF THE
 DD1091'CENTER LINE OF COUNTY ROAD S-45-16, 16.5 METERS (54.0 FEET) EAST
 DD1091'SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD AND 1.5 METERS
 DD1091'(5.0 FEET) EAST-SOUTHEAST OF A POWER POLE.
 DD1091'THE MARK IS 0.60 METERS  WNW FROM A WITNESS POST.
 DD1091'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1047 ***********************************************************************
 DD1047  DESIGNATION -  45 072
 DD1047  PID         -  DD1047
 DD1047  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1047  USGS QUAD   -  TRIO (1973)
 DD1047
 DD1047                         *CURRENT SURVEY CONTROL
 DD1047  ___________________________________________________________________
 DD1047* NAD 83(1986)-  33 28 19.     (N)    079 39 41.     (W)     SCALED    
 DD1047* NAVD 88     -        13.711  (meters)      44.98   (feet)  ADJUSTED  
 DD1047  ___________________________________________________________________
 DD1047  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DD1047  DYNAMIC HT  -          13.696 (meters)      44.93  (feet)  COMP
 DD1047  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DD1047
 DD1047  VERT ORDER  -  FIRST     CLASS II
 DD1047
 DD1047.The horizontal coordinates were scaled from a topographic map and have
 DD1047.an estimated accuracy of +/- 6 seconds.
 DD1047
 DD1047.The orthometric height was determined by differential leveling
 DD1047.and adjusted by the National Geodetic Survey in June 1991..
 DD1047
 DD1047.The geoid height was determined by GEOID03.
 DD1047
 DD1047.The dynamic height is computed by dividing the NAVD 88
 DD1047.geopotential number by the normal gravity value computed on the
 DD1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1047.degrees latitude (g = 980.6199 gals.).
 DD1047
 DD1047.The modeled gravity was interpolated from observed gravity values.
 DD1047
 DD1047;                    North         East    Units  Estimated Accuracy
 DD1047;SPC SC       -   182,520.      734,000.      MT  (+/- 180 meters Scaled)
 DD1047
 DD1047                          SUPERSEDED SURVEY CONTROL
 DD1047
 DD1047  NGVD 29 (03/21/89)   14.011  (m)           45.97   (f) ADJUSTED    1 2
 DD1047
 DD1047.Superseded values are not recommended for survey control.
 DD1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1047.See file dsdata.txt to determine how the superseded data were derived.
 DD1047
 DD1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT243044(NAD 83)
 DD1047_MARKER: DB = BENCH MARK DISK
 DD1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1047_SP_SET: CONCRETE POST
 DD1047_STAMPING: VERT 45 072 1982
 DD1047_MARK LOGO: SCGS  
 DD1047_PROJECTION: FLUSH
 DD1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1047
 DD1047  HISTORY     - Date     Condition        Report By
 DD1047  HISTORY     - 1982     MONUMENTED       SCGS
 DD1047  HISTORY     - 1982     GOOD             SCGS
 DD1047
 DD1047                          STATION DESCRIPTION
 DD1047
 DD1047'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1047'9.4 KM (5.85 MI) NW FROM ANDREWS.
 DD1047'9.4 KILOMETERS (5.85 MILES) NORTHWEST ALONG COUNTY ROAD (S-45-16,
 DD1047'S-22-16), FROM THE JUNCTION OF STATE HIGHWAY 41 AT ANDREWS, SET AT THE
 DD1047'EXTENDED CENTER LINE OF COUNTY ROAD S-45-629, 24.4 METERS
 DD1047'(80.0 FEET) SOUTH-SOUTHEAST OF A WOODEN CORNER FENCE POST,
 DD1047'14.9 METERS (49.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER
 DD1047'OF A FIELD ACCESS ROAD, 9.5 METERS (31.6 FEET) SOUTH-SOUTHWEST OF
 DD1047'THE CENTER LINE OF COUNTY ROAD S-45-16, 11.1 METERS (36.8 FEET)
 DD1047'EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX.
 DD1047'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1047
 DD1047                          STATION RECOVERY (1982)
 DD1047
 DD1047'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1085 ***********************************************************************
 DD1085  DESIGNATION -  45 073
 DD1085  PID         -  DD1085
 DD1085  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1085  USGS QUAD   -  TRIO (1973)
 DD1085
 DD1085                         *CURRENT SURVEY CONTROL
 DD1085  ___________________________________________________________________
 DD1085* NAD 83(1986)-  33 27 55.     (N)    079 38 10.     (W)     SCALED    
 DD1085* NAVD 88     -        12.255  (meters)      40.21   (feet)  ADJUSTED  
 DD1085  ___________________________________________________________________
 DD1085  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DD1085  DYNAMIC HT  -          12.242 (meters)      40.16  (feet)  COMP
 DD1085  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 DD1085
 DD1085  VERT ORDER  -  FIRST     CLASS II
 DD1085
 DD1085.The horizontal coordinates were scaled from a topographic map and have
 DD1085.an estimated accuracy of +/- 6 seconds.
 DD1085
 DD1085.The orthometric height was determined by differential leveling
 DD1085.and adjusted by the National Geodetic Survey in June 1991..
 DD1085
 DD1085.The geoid height was determined by GEOID03.
 DD1085
 DD1085.The dynamic height is computed by dividing the NAVD 88
 DD1085.geopotential number by the normal gravity value computed on the
 DD1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1085.degrees latitude (g = 980.6199 gals.).
 DD1085
 DD1085.The modeled gravity was interpolated from observed gravity values.
 DD1085
 DD1085;                    North         East    Units  Estimated Accuracy
 DD1085;SPC SC       -   181,810.      736,360.      MT  (+/- 180 meters Scaled)
 DD1085
 DD1085                          SUPERSEDED SURVEY CONTROL
 DD1085
 DD1085  NGVD 29 (03/21/89)   12.556  (m)           41.19   (f) ADJUSTED    1 2
 DD1085
 DD1085.Superseded values are not recommended for survey control.
 DD1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1085.See file dsdata.txt to determine how the superseded data were derived.
 DD1085
 DD1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT267037(NAD 83)
 DD1085_MARKER: DB = BENCH MARK DISK
 DD1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1085_SP_SET: CONCRETE POST
 DD1085_STAMPING: VERT 45 073 1982
 DD1085_MARK LOGO: SCGS  
 DD1085_PROJECTION: RECESSED 7 CENTIMETERS
 DD1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1085
 DD1085  HISTORY     - Date     Condition        Report By
 DD1085  HISTORY     - 1982     MONUMENTED       SCGS
 DD1085  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1085
 DD1085                          STATION DESCRIPTION
 DD1085
 DD1085'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1085'7.0 KM (4.35 MI) NW FROM ANDREWS.
 DD1085'7.0 KILOMETERS (4.35 MILES) NORTHWEST ALONG COUNTY ROAD (S-45-22,
 DD1085'S-22-16) FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1085'0.2 KILOMETER (0.1 MILE) SOUTH ALONG COUNTY ROAD S-45-122, SET
 DD1085'NEAR THE WEST CORNER OF EARLS METHODIST CHURCH, 17.5 METERS
 DD1085'(57.4 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY
 DD1085'ROAD S-45-122, 29.0 METERS (95.2 FEET) NORTH-NORTHWEST OF THE
 DD1085'SOUTHWEST CORNER OF THE CLASSROOM BRANCH OF THE CHURCH, 2.3 METERS
 DD1085'(7.4 FEET) WEST OF THE WEST CORNER OF THE MAIN BODY OF THE CHURCH,
 DD1085'2.1 METERS (7.0 FEET) SOUTHEAST OF A POWER POLE WITH A STREET LIGHT.
 DD1085'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DD1085
 DD1085                          STATION RECOVERY (2006)
 DD1085
 DD1085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1085'SEARCHED 15 MINUTES, MEASUREMENTS LED TO CHURCH SIDEWALK, PRESUMED
 DD1085'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1096 ***********************************************************************
 DD1096  DESIGNATION -  45 074
 DD1096  PID         -  DD1096
 DD1096  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1096  USGS QUAD   -  ANDREWS (1973)
 DD1096
 DD1096                         *CURRENT SURVEY CONTROL
 DD1096  ___________________________________________________________________
 DD1096* NAD 83(1986)-  33 27 44.     (N)    079 37 03.     (W)     SCALED    
 DD1096* NAVD 88     -         7.816  (meters)      25.64   (feet)  ADJUSTED  
 DD1096  ___________________________________________________________________
 DD1096  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DD1096  DYNAMIC HT  -           7.808 (meters)      25.62  (feet)  COMP
 DD1096  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DD1096
 DD1096  VERT ORDER  -  FIRST     CLASS II
 DD1096
 DD1096.The horizontal coordinates were scaled from a topographic map and have
 DD1096.an estimated accuracy of +/- 6 seconds.
 DD1096
 DD1096.The orthometric height was determined by differential leveling
 DD1096.and adjusted by the National Geodetic Survey in June 1991..
 DD1096
 DD1096.The geoid height was determined by GEOID03.
 DD1096
 DD1096.The dynamic height is computed by dividing the NAVD 88
 DD1096.geopotential number by the normal gravity value computed on the
 DD1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1096.degrees latitude (g = 980.6199 gals.).
 DD1096
 DD1096.The modeled gravity was interpolated from observed gravity values.
 DD1096
 DD1096;                    North         East    Units  Estimated Accuracy
 DD1096;SPC SC       -   181,500.      738,090.      MT  (+/- 180 meters Scaled)
 DD1096
 DD1096                          SUPERSEDED SURVEY CONTROL
 DD1096
 DD1096  NGVD 29 (03/21/89)    8.117  (m)           26.63   (f) ADJUSTED    1 2
 DD1096
 DD1096.Superseded values are not recommended for survey control.
 DD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1096.See file dsdata.txt to determine how the superseded data were derived.
 DD1096
 DD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT284033(NAD 83)
 DD1096_MARKER: DB = BENCH MARK DISK
 DD1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1096_SP_SET: CONCRETE POST
 DD1096_STAMPING: VERT 45 074 1982
 DD1096_MARK LOGO: SCGS  
 DD1096_PROJECTION: RECESSED 7 CENTIMETERS
 DD1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1096
 DD1096  HISTORY     - Date     Condition        Report By
 DD1096  HISTORY     - 1982     MONUMENTED       SCGS
 DD1096
 DD1096                          STATION DESCRIPTION
 DD1096
 DD1096'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1096'5.3 KM (3.3 MI) NW FROM ANDREWS.
 DD1096'5.3 KILOMETERS (3.3 MILES) NORTHWEST ALONG COUNTY ROAD (S-45-16,
 DD1096'S-22-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, SET NEAR
 DD1096'A FENCE CORNER IN THE FRONT YARD OF A ONE STORY BRICK HOUSE,
 DD1096'29.0 METERS (95.0 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DD1096'BRICK HOUSE, 33.8 METERS (111.0 FEET) WEST-NORTHWEST OF THE
 DD1096'APPROXIMATE CENTER OF A SAND DRIVE LEADING TO THE HOUSE, 9.8 METERS
 DD1096'(32.3 FEET) NORTH-NORTHEAST OF THE CENTER LINE OF COUNTY ROAD S-45-16,
 DD1096'1.3 METERS (4.2 FEET) EAST-SOUTHEAST OF THE CORNER OF THE FENCE.
 DD1096'THE MARK IS 0.90 M BELOW COUNTY ROAD S-45-16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1023 ***********************************************************************
 DD1023  DESIGNATION -  45 075
 DD1023  PID         -  DD1023
 DD1023  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1023  USGS QUAD   -  SALTERS (1990)
 DD1023
 DD1023                         *CURRENT SURVEY CONTROL
 DD1023  ___________________________________________________________________
 DD1023* NAD 83(1986)-  33 34 25.     (N)    079 48 17.     (W)     SCALED    
 DD1023* NAVD 88     -        19.768  (meters)      64.86   (feet)  ADJUSTED  
 DD1023  ___________________________________________________________________
 DD1023  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DD1023  DYNAMIC HT  -          19.748 (meters)      64.79  (feet)  COMP
 DD1023  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 DD1023
 DD1023  VERT ORDER  -  FIRST     CLASS II
 DD1023
 DD1023.The horizontal coordinates were scaled from a topographic map and have
 DD1023.an estimated accuracy of +/- 6 seconds.
 DD1023
 DD1023.The orthometric height was determined by differential leveling
 DD1023.and adjusted by the National Geodetic Survey in June 1991..
 DD1023
 DD1023.The geoid height was determined by GEOID03.
 DD1023
 DD1023.The dynamic height is computed by dividing the NAVD 88
 DD1023.geopotential number by the normal gravity value computed on the
 DD1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1023.degrees latitude (g = 980.6199 gals.).
 DD1023
 DD1023.The modeled gravity was interpolated from observed gravity values.
 DD1023
 DD1023;                    North         East    Units  Estimated Accuracy
 DD1023;SPC SC       -   193,630.      720,550.      MT  (+/- 180 meters Scaled)
 DD1023
 DD1023                          SUPERSEDED SURVEY CONTROL
 DD1023
 DD1023  NGVD 29 (03/21/89)   20.066  (m)           65.83   (f) ADJUSTED    1 2
 DD1023
 DD1023.Superseded values are not recommended for survey control.
 DD1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1023.See file dsdata.txt to determine how the superseded data were derived.
 DD1023
 DD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT109155(NAD 83)
 DD1023_MARKER: DB = BENCH MARK DISK
 DD1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1023_SP_SET: CONCRETE POST
 DD1023_STAMPING: VERT 45 075 1982
 DD1023_MARK LOGO: SCGS  
 DD1023_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1023
 DD1023  HISTORY     - Date     Condition        Report By
 DD1023  HISTORY     - 1982     MONUMENTED       SCGS
 DD1023
 DD1023                          STATION DESCRIPTION
 DD1023
 DD1023'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1023'4.8 KM (3.0 MI) SE FROM SALTERS.
 DD1023'1.9 KILOMETERS (1.2 MILES) SOUTH ALONG U.S. HIGHWAY 521 FROM THE
 DD1023'JUNCTION OF STATE HIGHWAY 377, JUST SOUTHEAST OF SALTERS, SET
 DD1023'NEAR A WIRE FENCE IN THE SOUTHWEST ANGLE OF A FIELD ROAD,
 DD1023'19.2 METERS (63.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF
 DD1023'THE FIELD ROAD, 21.4 METERS (70.5 FEET) EAST OF A POWER POLE,
 DD1023'18.6 METERS (61.2 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE OF
 DD1023'OF HIGHWAY 521, 1.5 METERS (5.0 FEET) NORTH-NORTHEAST OF THE
 DD1023'WIRE FENCE.
 DD1023'THE MARK IS 1.10 METERS  ESE FROM A WITNESS POST.
 DD1023'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1024 ***********************************************************************
 DD1024  DESIGNATION -  45 076
 DD1024  PID         -  DD1024
 DD1024  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1024  USGS QUAD   -  SALTERS (1990)
 DD1024
 DD1024                         *CURRENT SURVEY CONTROL
 DD1024  ___________________________________________________________________
 DD1024* NAD 83(1986)-  33 34 01.     (N)    079 47 15.     (W)     SCALED    
 DD1024* NAVD 88     -        20.337  (meters)      66.72   (feet)  ADJUSTED  
 DD1024  ___________________________________________________________________
 DD1024  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DD1024  DYNAMIC HT  -          20.316 (meters)      66.65  (feet)  COMP
 DD1024  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 DD1024
 DD1024  VERT ORDER  -  FIRST     CLASS II
 DD1024
 DD1024.The horizontal coordinates were scaled from a topographic map and have
 DD1024.an estimated accuracy of +/- 6 seconds.
 DD1024
 DD1024.The orthometric height was determined by differential leveling
 DD1024.and adjusted by the National Geodetic Survey in June 1991..
 DD1024
 DD1024.The geoid height was determined by GEOID03.
 DD1024
 DD1024.The dynamic height is computed by dividing the NAVD 88
 DD1024.geopotential number by the normal gravity value computed on the
 DD1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1024.degrees latitude (g = 980.6199 gals.).
 DD1024
 DD1024.The modeled gravity was interpolated from observed gravity values.
 DD1024
 DD1024;                    North         East    Units  Estimated Accuracy
 DD1024;SPC SC       -   192,910.      722,160.      MT  (+/- 180 meters Scaled)
 DD1024
 DD1024                          SUPERSEDED SURVEY CONTROL
 DD1024
 DD1024  NGVD 29 (03/21/89)   20.635  (m)           67.70   (f) ADJUSTED    1 2
 DD1024
 DD1024.Superseded values are not recommended for survey control.
 DD1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1024.See file dsdata.txt to determine how the superseded data were derived.
 DD1024
 DD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT125148(NAD 83)
 DD1024_MARKER: DB = BENCH MARK DISK
 DD1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1024_SP_SET: CONCRETE POST
 DD1024_STAMPING: VERT 45 076 1982
 DD1024_MARK LOGO: SCGS  
 DD1024_PROJECTION: RECESSED 7 CENTIMETERS
 DD1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1024
 DD1024  HISTORY     - Date     Condition        Report By
 DD1024  HISTORY     - 1982     MONUMENTED       SCGS
 DD1024
 DD1024                          STATION DESCRIPTION
 DD1024
 DD1024'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1024'6.4 KM (4.0 MI) SE FROM SALTERS.
 DD1024'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1024'JUNCTION OF STATE HIGHWAY 377, JUST SOUTHEAST OF SALTERS, SET
 DD1024'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A SAND DRIVE AND
 DD1024'THE HIGHWAY, 32.9 METERS (108.0 FEET) EAST OF A POWER POLE
 DD1024'11.4 METERS (37.4 FEET) NORTHEAST OF THE CENTER LINE OF U.S.
 DD1024'HIGHWAY 521, 12.8 METERS (42.0 FEET) SOUTHEAST OF THE APPROXIMATE
 DD1024'CENTER OF THE SAND DRIVE.
 DD1024'THE MARK IS 1.10 METERS  SSE FROM A WITNESS POST.
 DD1024'THE MARK IS 0.60 M ABOVE HIGHWAY 521.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1025 ***********************************************************************
 DD1025  DESIGNATION -  45 077
 DD1025  PID         -  DD1025
 DD1025  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1025  USGS QUAD   -  SALTERS (1990)
 DD1025
 DD1025                         *CURRENT SURVEY CONTROL
 DD1025  ___________________________________________________________________
 DD1025* NAD 83(1986)-  33 33 17.     (N)    079 46 34.     (W)     SCALED    
 DD1025* NAVD 88     -        20.911  (meters)      68.61   (feet)  ADJUSTED  
 DD1025  ___________________________________________________________________
 DD1025  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DD1025  DYNAMIC HT  -          20.889 (meters)      68.53  (feet)  COMP
 DD1025  MODELED GRAV-     979,615.1   (mgal)                       NAVD 88
 DD1025
 DD1025  VERT ORDER  -  FIRST     CLASS II
 DD1025
 DD1025.The horizontal coordinates were scaled from a topographic map and have
 DD1025.an estimated accuracy of +/- 6 seconds.
 DD1025
 DD1025.The orthometric height was determined by differential leveling
 DD1025.and adjusted by the National Geodetic Survey in June 1991..
 DD1025
 DD1025.The geoid height was determined by GEOID03.
 DD1025
 DD1025.The dynamic height is computed by dividing the NAVD 88
 DD1025.geopotential number by the normal gravity value computed on the
 DD1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1025.degrees latitude (g = 980.6199 gals.).
 DD1025
 DD1025.The modeled gravity was interpolated from observed gravity values.
 DD1025
 DD1025;                    North         East    Units  Estimated Accuracy
 DD1025;SPC SC       -   191,570.      723,230.      MT  (+/- 180 meters Scaled)
 DD1025
 DD1025                          SUPERSEDED SURVEY CONTROL
 DD1025
 DD1025  NGVD 29 (03/21/89)   21.209  (m)           69.58   (f) ADJUSTED    1 2
 DD1025
 DD1025.Superseded values are not recommended for survey control.
 DD1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1025.See file dsdata.txt to determine how the superseded data were derived.
 DD1025
 DD1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT136134(NAD 83)
 DD1025_MARKER: DB = BENCH MARK DISK
 DD1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1025_SP_SET: CONCRETE POST
 DD1025_STAMPING: VERT 45 077 1982
 DD1025_MARK LOGO: SCGS  
 DD1025_PROJECTION: FLUSH
 DD1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1025
 DD1025  HISTORY     - Date     Condition        Report By
 DD1025  HISTORY     - 1982     MONUMENTED       SCGS
 DD1025
 DD1025                          STATION DESCRIPTION
 DD1025
 DD1025'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1025'8.0 KM (5.0 MI) SE FROM SALTERS.
 DD1025'5.3 KILOMETERS (3.3 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1025'JUNCTION OF STATE HIGHWAY 377, JUST SOUTHEAST OF SALTERS, SET
 DD1025'IN THE FRONT YARD OF A SMALL ONE STORY BRICK HOUSE, 21.9 METERS
 DD1025'(72.0 FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DD1025'BRICK HOUSE, 11.1 METERS (36.5 FEET) SOUTHWEST OF THE CENTER LINE
 DD1025'OF U.S. HIGHWAY 521, 7.0 METERS (23.0 FEET) NORTH-NORTHWEST OF THE
 DD1025'APPROXIMATE CENTER OF A SAND DRIVE LEADING TO THE HOUSE, 1.5 METERS
 DD1025'(5.0 FEET) WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX.
 DD1025'THE MARK IS 1.50 METERS  WNW FROM A WITNESS POST.
 DD1025'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1030 ***********************************************************************
 DD1030  DESIGNATION -  45 078
 DD1030  PID         -  DD1030
 DD1030  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1030  USGS QUAD   -  SALTERS (1990)
 DD1030
 DD1030                         *CURRENT SURVEY CONTROL
 DD1030  ___________________________________________________________________
 DD1030* NAD 83(1986)-  33 32 49.     (N)    079 45 59.     (W)     SCALED    
 DD1030* NAVD 88     -        16.863  (meters)      55.32   (feet)  ADJUSTED  
 DD1030  ___________________________________________________________________
 DD1030  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DD1030  DYNAMIC HT  -          16.846 (meters)      55.27  (feet)  COMP
 DD1030  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 DD1030
 DD1030  VERT ORDER  -  FIRST     CLASS II
 DD1030
 DD1030.The horizontal coordinates were scaled from a topographic map and have
 DD1030.an estimated accuracy of +/- 6 seconds.
 DD1030
 DD1030.The orthometric height was determined by differential leveling
 DD1030.and adjusted by the National Geodetic Survey in June 1991..
 DD1030
 DD1030.The geoid height was determined by GEOID03.
 DD1030
 DD1030.The dynamic height is computed by dividing the NAVD 88
 DD1030.geopotential number by the normal gravity value computed on the
 DD1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1030.degrees latitude (g = 980.6199 gals.).
 DD1030
 DD1030.The modeled gravity was interpolated from observed gravity values.
 DD1030
 DD1030;                    North         East    Units  Estimated Accuracy
 DD1030;SPC SC       -   190,720.      724,140.      MT  (+/- 180 meters Scaled)
 DD1030
 DD1030                          SUPERSEDED SURVEY CONTROL
 DD1030
 DD1030  NGVD 29 (03/21/89)   17.161  (m)           56.30   (f) ADJUSTED    1 2
 DD1030
 DD1030.Superseded values are not recommended for survey control.
 DD1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1030.See file dsdata.txt to determine how the superseded data were derived.
 DD1030
 DD1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT145126(NAD 83)
 DD1030_MARKER: DB = BENCH MARK DISK
 DD1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1030_SP_SET: CONCRETE POST
 DD1030_STAMPING: VERT 45 078 1982
 DD1030_MARK LOGO: SCGS  
 DD1030_PROJECTION: FLUSH
 DD1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1030
 DD1030  HISTORY     - Date     Condition        Report By
 DD1030  HISTORY     - 1982     MONUMENTED       SCGS
 DD1030
 DD1030                          STATION DESCRIPTION
 DD1030
 DD1030'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1030'9.6 KM (6.0 MI) SE FROM SALTERS.
 DD1030'6.9 KILOMETERS (4.3 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1030'JUNCTION OF STATE HIGHWAY 377, JUST SOUTHEAST OF SALTERS, SET NEAR
 DD1030'A CORNER OF A CHAINLINK FENCE IN THE FRONT YARD OF THE SAINT
 DD1030'MARY A.M.E. CHURCH, 36.9 METERS (121.4 FEET) SOUTHWEST OF THE
 DD1030'CENTER LINE OF U.S. HIGHWAY 521, 15.3 METERS (50.2 FEET) NORTH-
 DD1030'NORTHWEST OF THE NORTH CORNER OF THE CHURCH, 10.1 METERS (33.2 FEET)
 DD1030'SOUTH OF THE APPROXIMATE CENTER OF A 8 FOOT BY 12 FOOT BRICK
 DD1030'MONUMENT (LAWRENCE GRAVE), 0.5 METERS (1.5 FEET) SOUTHWEST OF THE
 DD1030'CHAINLINK FENCE.
 DD1030'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1036 ***********************************************************************
 DD1036  DESIGNATION -  45 079
 DD1036  PID         -  DD1036
 DD1036  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1036  USGS QUAD   -  SALTERS (1990)
 DD1036
 DD1036                         *CURRENT SURVEY CONTROL
 DD1036  ___________________________________________________________________
 DD1036* NAD 83(1986)-  33 32 29.     (N)    079 45 15.     (W)     SCALED    
 DD1036* NAVD 88     -        15.739  (meters)      51.64   (feet)  ADJUSTED  
 DD1036  ___________________________________________________________________
 DD1036  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DD1036  DYNAMIC HT  -          15.723 (meters)      51.58  (feet)  COMP
 DD1036  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 DD1036
 DD1036  VERT ORDER  -  FIRST     CLASS II
 DD1036
 DD1036.The horizontal coordinates were scaled from a topographic map and have
 DD1036.an estimated accuracy of +/- 6 seconds.
 DD1036
 DD1036.The orthometric height was determined by differential leveling
 DD1036.and adjusted by the National Geodetic Survey in June 1991..
 DD1036
 DD1036.The geoid height was determined by GEOID03.
 DD1036
 DD1036.The dynamic height is computed by dividing the NAVD 88
 DD1036.geopotential number by the normal gravity value computed on the
 DD1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1036.degrees latitude (g = 980.6199 gals.).
 DD1036
 DD1036.The modeled gravity was interpolated from observed gravity values.
 DD1036
 DD1036;                    North         East    Units  Estimated Accuracy
 DD1036;SPC SC       -   190,110.      725,280.      MT  (+/- 180 meters Scaled)
 DD1036
 DD1036                          SUPERSEDED SURVEY CONTROL
 DD1036
 DD1036  NGVD 29 (03/21/89)   16.038  (m)           52.62   (f) ADJUSTED    1 2
 DD1036
 DD1036.Superseded values are not recommended for survey control.
 DD1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1036.See file dsdata.txt to determine how the superseded data were derived.
 DD1036
 DD1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT156120(NAD 83)
 DD1036_MARKER: DB = BENCH MARK DISK
 DD1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1036_SP_SET: CONCRETE POST
 DD1036_STAMPING: VERT 45 079 1982
 DD1036_MARK LOGO: SCGS  
 DD1036_PROJECTION: FLUSH
 DD1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1036
 DD1036  HISTORY     - Date     Condition        Report By
 DD1036  HISTORY     - 1982     MONUMENTED       SCGS
 DD1036
 DD1036                          STATION DESCRIPTION
 DD1036
 DD1036'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1036'10.8 KM (6.75 MI) SE FROM SALTERS.
 DD1036'8.1 KILOMETERS (5.05 MI) SOUTH ALONG U.S. HIGHWAY 521, FROM
 DD1036'THE JUNCTION OF STATE HIGHWAY 377, JUST SOUTHEAST OF SALTERS,
 DD1036'SET NEAR THE NORTHWEST CORNER OF THE SAINT LUKE UNITED METHODIST
 DD1036'CHURCH, 52.6 METERS (172.5 FEET) SOUTHWEST OF THE CENTER LINE OF
 DD1036'U.S. HIGHWAY 521, 17.5 METERS (57.8 FEET) EAST-NORTHEAST OF A
 DD1036'3 FOOT BY 5 FOOT BLOCK WATER PUMP HOUSE, 1.2 METERS (4.0 FEET)
 DD1036'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH.
 DD1036'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1037 ***********************************************************************
 DD1037  DESIGNATION -  45 080
 DD1037  PID         -  DD1037
 DD1037  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1037  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD1037
 DD1037                         *CURRENT SURVEY CONTROL
 DD1037  ___________________________________________________________________
 DD1037* NAD 83(1986)-  33 32 19.     (N)    079 44 20.     (W)     SCALED    
 DD1037* NAVD 88     -        11.196  (meters)      36.73   (feet)  ADJUSTED  
 DD1037  ___________________________________________________________________
 DD1037  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DD1037  DYNAMIC HT  -          11.185 (meters)      36.70  (feet)  COMP
 DD1037  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 DD1037
 DD1037  VERT ORDER  -  FIRST     CLASS II
 DD1037
 DD1037.The horizontal coordinates were scaled from a topographic map and have
 DD1037.an estimated accuracy of +/- 6 seconds.
 DD1037
 DD1037.The orthometric height was determined by differential leveling
 DD1037.and adjusted by the National Geodetic Survey in June 1991..
 DD1037
 DD1037.The geoid height was determined by GEOID03.
 DD1037
 DD1037.The dynamic height is computed by dividing the NAVD 88
 DD1037.geopotential number by the normal gravity value computed on the
 DD1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1037.degrees latitude (g = 980.6199 gals.).
 DD1037
 DD1037.The modeled gravity was interpolated from observed gravity values.
 DD1037
 DD1037;                    North         East    Units  Estimated Accuracy
 DD1037;SPC SC       -   189,820.      726,710.      MT  (+/- 180 meters Scaled)
 DD1037
 DD1037                          SUPERSEDED SURVEY CONTROL
 DD1037
 DD1037  NGVD 29 (03/21/89)   11.495  (m)           37.71   (f) ADJUSTED    1 2
 DD1037
 DD1037.Superseded values are not recommended for survey control.
 DD1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1037.See file dsdata.txt to determine how the superseded data were derived.
 DD1037
 DD1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT170117(NAD 83)
 DD1037_MARKER: DD = SURVEY DISK
 DD1037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD1037_SP_SET: BRIDGE CURB
 DD1037_STAMPING: VERT 45 080 1982
 DD1037_MARK LOGO: SCGS  
 DD1037_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1037+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1993
 DD1037
 DD1037  HISTORY     - Date     Condition        Report By
 DD1037  HISTORY     - 1982     MONUMENTED       SCGS
 DD1037  HISTORY     - 19930503 GOOD             SCGS
 DD1037
 DD1037                          STATION DESCRIPTION
 DD1037
 DD1037'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1037'12.0 KM (7.45 MI) SE FROM SALTERS.
 DD1037'THE MARK IS 0.30 M BELOW THE ROAD.
 DD1037'9.2 KILOMETERS (5.75 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM
 DD1037'THE JUNCTION OF STATE HIGHWAY 377, JUST SOUTHEAST OF SALTERS,
 DD1037'SET IN THE NORTHEAST CORNER OF THE BRIDGE.
 DD1037
 DD1037                          STATION RECOVERY (1993)
 DD1037
 DD1037'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD1037'STATION IS LOCATED 10.1 MILES (16.3 KM) SOUTHEAST OF KINGSTREE, 11.9
 DD1037'MILES (19.2 KM) NORTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1037'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1037'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1037'521 AND STATE HIGHWAY 41 IN ANDREWS, GO NORTHWEST ON HIGHWAY 521 FOR
 DD1037'11.65 MILES (18.75 KM) TO THE JUNCTION OF STATE ROAD 81, CONTINUE ON
 DD1037'HIGHWAY 521 FOR 0.5 MILE (0.8 KM) TO THE BRIDGE OVER OX SWAMP AND THE
 DD1037'STATION IN THE CURB AT THE NORTHEAST CORNER OF THE BRIDGE INSCRIBED
 DD1037'1966. STATION IS A DRILL MARK IN CURB OF THE BRIDGE AND 1.0 FOOT
 DD1037'(0.3 M) ABOVE THE HIGHWAY, 0.9 FOOT (27.4 CM) WEST OF THE SOUTHEAST
 DD1037'CORNER OF THE NORTHEAST CORNER OF THE BRIDGE, 1.6 FEET (0.5 M) SOUTH
 DD1037'SOUTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1038 ***********************************************************************
 DD1038  DESIGNATION -  45 081
 DD1038  PID         -  DD1038
 DD1038  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1038  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD1038
 DD1038                         *CURRENT SURVEY CONTROL
 DD1038  ___________________________________________________________________
 DD1038* NAD 83(1986)-  33 32 16.     (N)    079 43 13.     (W)     SCALED    
 DD1038* NAVD 88     -        16.559  (meters)      54.33   (feet)  ADJUSTED  
 DD1038  ___________________________________________________________________
 DD1038  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DD1038  DYNAMIC HT  -          16.542 (meters)      54.27  (feet)  COMP
 DD1038  MODELED GRAV-     979,606.9   (mgal)                       NAVD 88
 DD1038
 DD1038  VERT ORDER  -  FIRST     CLASS II
 DD1038
 DD1038.The horizontal coordinates were scaled from a topographic map and have
 DD1038.an estimated accuracy of +/- 6 seconds.
 DD1038
 DD1038.The orthometric height was determined by differential leveling
 DD1038.and adjusted by the National Geodetic Survey in June 1994..
 DD1038
 DD1038.The geoid height was determined by GEOID03.
 DD1038
 DD1038.The dynamic height is computed by dividing the NAVD 88
 DD1038.geopotential number by the normal gravity value computed on the
 DD1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1038.degrees latitude (g = 980.6199 gals.).
 DD1038
 DD1038.The modeled gravity was interpolated from observed gravity values.
 DD1038
 DD1038;                    North         East    Units  Estimated Accuracy
 DD1038;SPC SC       -   189,750.      728,440.      MT  (+/- 180 meters Scaled)
 DD1038
 DD1038                          SUPERSEDED SURVEY CONTROL
 DD1038
 DD1038  NAVD 88 (06/15/91)   16.569  (m)           54.36   (f) UNKNOWN     1 2
 DD1038  NGVD 29 (03/21/89)   16.868  (m)           55.34   (f) ADJUSTED    1 2
 DD1038
 DD1038.Superseded values are not recommended for survey control.
 DD1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1038.See file dsdata.txt to determine how the superseded data were derived.
 DD1038
 DD1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT188116(NAD 83)
 DD1038_MARKER: DD = SURVEY DISK
 DD1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1038_SP_SET: CONCRETE POST
 DD1038_STAMPING: VERT 45 081 1982
 DD1038_MARK LOGO: SCGS  
 DD1038_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1038_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1038+STABILITY: SURFACE MOTION
 DD1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1038+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1993
 DD1038
 DD1038  HISTORY     - Date     Condition        Report By
 DD1038  HISTORY     - 1982     MONUMENTED       SCGS
 DD1038  HISTORY     - 19930503 GOOD             SCGS
 DD1038
 DD1038                          STATION DESCRIPTION
 DD1038
 DD1038'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1038'13.7 KM (8.5 MI) SE FROM SALTERS.
 DD1038'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD1038'10.9 KILOMETERS (6.8 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM
 DD1038'THE JUNCTION OF STATE HIGHWAY 377, JUST SOUTHEAST OF SALTERS, SET AT
 DD1038'THE EDGE OF THE TIMBER IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 DD1038'OF A FIELD ROAD, 12.2 METERS (40.3 FEET) SOUTH
 DD1038'OF THE CENTER LINE OF THE HIGHWAY, 6.7 METERS (22.0 FEET) EAST
 DD1038'OF THE APPROXIMATE CENTER OF THE FIELD ROAD, 1.7 METERS (5.5 FEET)
 DD1038'WEST OF A 16 INCH BLAZED PINE TREE.
 DD1038'THE MARK IS 0.70 METERS  N FROM A WITNESS POST.
 DD1038
 DD1038                          STATION RECOVERY (1993)
 DD1038
 DD1038'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD1038'STATION IS LOCATED 10.7 MILES (17.2 KM) SOUTHEAST OF KINGSTREE, 11.1
 DD1038'MILES (17.9 KM) NORTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1038'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1038'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1038'521 AND STATE HIGHWAY 41 IN ANDREWS, GO NORTHWEST ON HIGHWAY 521 FOR
 DD1038'10.4 MILES (16.7 KM) TO THE JUNCTION OF STATE ROAD 30, CONTINUE ON
 DD1038'HIGHWAY 521 FOR 0.6 MILE (1.0 KM) TO THE STATION IN THE SOUTHEAST
 DD1038'ANGLE OF A FIELD ACCESS ROAD LEFT. STATION IS A CONCRETE POST
 DD1038'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 39.6 FEET
 DD1038'(12.1 M) SOUTH OF THE CENTER OF THE HIGHWAY, 17.1 FEET (5.2 M)
 DD1038'SOUTHEAST OF THE EAST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH
 DD1038'THE FIELD ACCESS ROAD, 5.6 FEET (1.7 M) WEST OF A 1.4-FOOT BLAZED
 DD1038'PINE TREE, 2.2 FEET (0.7 M) NORTH OF A WITNESS POST. RECOVERED BY T.
 DD1038'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1039 ***********************************************************************
 DD1039  DESIGNATION -  45 082
 DD1039  PID         -  DD1039
 DD1039  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1039  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD1039
 DD1039                         *CURRENT SURVEY CONTROL
 DD1039  ___________________________________________________________________
 DD1039* NAD 83(1986)-  33 32 20.     (N)    079 42 04.     (W)     SCALED    
 DD1039* NAVD 88     -        17.850  (meters)      58.56   (feet)  ADJUSTED  
 DD1039  ___________________________________________________________________
 DD1039  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DD1039  DYNAMIC HT  -          17.831 (meters)      58.50  (feet)  COMP
 DD1039  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 DD1039
 DD1039  VERT ORDER  -  FIRST     CLASS II
 DD1039
 DD1039.The horizontal coordinates were scaled from a topographic map and have
 DD1039.an estimated accuracy of +/- 6 seconds.
 DD1039
 DD1039.The orthometric height was determined by differential leveling
 DD1039.and adjusted by the National Geodetic Survey in June 1991..
 DD1039
 DD1039.The geoid height was determined by GEOID03.
 DD1039
 DD1039.The dynamic height is computed by dividing the NAVD 88
 DD1039.geopotential number by the normal gravity value computed on the
 DD1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1039.degrees latitude (g = 980.6199 gals.).
 DD1039
 DD1039.The modeled gravity was interpolated from observed gravity values.
 DD1039
 DD1039;                    North         East    Units  Estimated Accuracy
 DD1039;SPC SC       -   189,900.      730,210.      MT  (+/- 180 meters Scaled)
 DD1039
 DD1039                          SUPERSEDED SURVEY CONTROL
 DD1039
 DD1039  NGVD 29 (03/21/89)   18.149  (m)           59.54   (f) ADJUSTED    1 2
 DD1039
 DD1039.Superseded values are not recommended for survey control.
 DD1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1039.See file dsdata.txt to determine how the superseded data were derived.
 DD1039
 DD1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT205117(NAD 83)
 DD1039_MARKER: DD = SURVEY DISK
 DD1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1039_SP_SET: CONCRETE POST
 DD1039_STAMPING: VERT 45 082 1982
 DD1039_MARK LOGO: SCGS  
 DD1039_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1039_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1039+STABILITY: SURFACE MOTION
 DD1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1039+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1993
 DD1039
 DD1039  HISTORY     - Date     Condition        Report By
 DD1039  HISTORY     - 1982     MONUMENTED       SCGS
 DD1039  HISTORY     - 19930503 GOOD             SCGS
 DD1039
 DD1039                          STATION DESCRIPTION
 DD1039
 DD1039'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1039'15.3 KM (9.55 MI) SE FROM SALTERS.
 DD1039'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD1039'12.6 KILOMETERS (7.85 MILES) SOUTH ALONG U.S. HIGHWAY 521 FROM
 DD1039'THE JUNCTION OF STATE HIGHWAY 377, JUST SOUTHEAST OF SALTERS, SET
 DD1039'AT THE EDGE OF THE WOODS IN THE NORTHEAST ANGLE OF THE INTERSECTION
 DD1039'OF A DIRT ROAD LEADING IN TO THE WOODS, 13.0 METERS (42.6 FEET)
 DD1039'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.7 METERS (22.0 FEET)
 DD1039'EAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 3.0 METERS
 DD1039'(10.0 FEET) WEST-NORTHWEST OF A 24 INCH BLAZED PINE TREE.
 DD1039'THE MARK IS 1.10 METERS  S FROM A WITNESS POST.
 DD1039
 DD1039                          STATION RECOVERY (1993)
 DD1039
 DD1039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD1039'STATION IS LOCATED 10.3 MILES (16.6 KM) NORTHWEST OF ANDREWS, 11.3
 DD1039'MILES (18.2 KM) SOUTHEAST OF KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1039'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1039'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1039'521 AND STATE HIGHWAY 41 IN ANDREWS, GO NORTHWEST ON HIGHWAY 521 FOR
 DD1039'8.45 MILES (13.60 KM) TO THE JUNCTION OF STATE ROAD 50, CONTINUE ON
 DD1039'HIGHWAY 521 FOR 1.55 MILES (2.49 KM) THE STATION IN THE NORTHEAST
 DD1039'ANGLE OF A FIELD ACCESS ROAD RIGHT. STATION IS A CONCRETE POST
 DD1039'PROJECTING 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE
 DD1039'HIGHWAY, 41.8 FEET (12.7 M) NORTH OF THE CENTER OF THE ROAD, 6.3 FEET
 DD1039'(1.9 M) EAST NORTHEAST OF A WOODEN CHAIN GATE POST, 24.3 FEET
 DD1039'(7.4 M) EAST OF THE CENTER OF THE FIELD ACCESS ROAD, 3.2 FEET
 DD1039'(1.0 M) SOUTH OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1040 ***********************************************************************
 DD1040  DESIGNATION -  45 083
 DD1040  PID         -  DD1040
 DD1040  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1040  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD1040
 DD1040                         *CURRENT SURVEY CONTROL
 DD1040  ___________________________________________________________________
 DD1040* NAD 83(1986)-  33 32 02.     (N)    079 41 08.     (W)     SCALED    
 DD1040* NAVD 88     -        15.241  (meters)      50.00   (feet)  ADJUSTED  
 DD1040  ___________________________________________________________________
 DD1040  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DD1040  DYNAMIC HT  -          15.225 (meters)      49.95  (feet)  COMP
 DD1040  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 DD1040
 DD1040  VERT ORDER  -  FIRST     CLASS II
 DD1040
 DD1040.The horizontal coordinates were scaled from a topographic map and have
 DD1040.an estimated accuracy of +/- 6 seconds.
 DD1040
 DD1040.The orthometric height was determined by differential leveling
 DD1040.and adjusted by the National Geodetic Survey in June 1991..
 DD1040
 DD1040.The geoid height was determined by GEOID03.
 DD1040
 DD1040.The dynamic height is computed by dividing the NAVD 88
 DD1040.geopotential number by the normal gravity value computed on the
 DD1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1040.degrees latitude (g = 980.6199 gals.).
 DD1040
 DD1040.The modeled gravity was interpolated from observed gravity values.
 DD1040
 DD1040;                    North         East    Units  Estimated Accuracy
 DD1040;SPC SC       -   189,360.      731,670.      MT  (+/- 180 meters Scaled)
 DD1040
 DD1040                          SUPERSEDED SURVEY CONTROL
 DD1040
 DD1040  NGVD 29 (03/21/89)   15.541  (m)           50.99   (f) ADJUSTED    1 2
 DD1040
 DD1040.Superseded values are not recommended for survey control.
 DD1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1040.See file dsdata.txt to determine how the superseded data were derived.
 DD1040
 DD1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT220112(NAD 83)
 DD1040_MARKER: DD = SURVEY DISK
 DD1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1040_SP_SET: CONCRETE POST
 DD1040_STAMPING: VERT 45 083 1982
 DD1040_MARK LOGO: SCGS  
 DD1040_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1040_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1040+STABILITY: SURFACE MOTION
 DD1040
 DD1040  HISTORY     - Date     Condition        Report By
 DD1040  HISTORY     - 1982     MONUMENTED       SCGS
 DD1040  HISTORY     - 19930503 GOOD             SCGS
 DD1040
 DD1040                          STATION DESCRIPTION
 DD1040
 DD1040'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1040'17.2 KM (10.7 MI) SE FROM SALTERS.
 DD1040'THE MARK IS 0.60 M ABOVE THE HIGHWAY.
 DD1040'14.5 KILOMETERS (9.0 MILES) SOUTH ALONG U.S. HIGHWAY 521, FROM
 DD1040'THE JUNCTION OF STATE HIGHWAY 377, JUST SOUTHEAST OF SALTERS,
 DD1040'SET IN THE SOUTH ANGLE OF THE INTERSECTION OF COUNTY ROAD S-45-50,
 DD1040'11.6 METERS (38.0 FEET) SOUTH-SOUTHWEST OF THE
 DD1040'CENTER LINE OF HIGHWAY 521, 15.5 METERS (51.0 FEET) EAST-SOUTHEAST
 DD1040'OF THE APPROXIMATE CENTER OF COUNTY ROAD S-45-50, 1.7 METERS
 DD1040'(5.6 FEET) WEST OF A POWER POLE.
 DD1040'THE MARK IS 1.10 METERS  ESE FROM A WITNESS POST.
 DD1040
 DD1040                          STATION RECOVERY (1993)
 DD1040
 DD1040'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD1040'STATION IS LOCATED 9.3 MILES (15.0 KM) NORTHWEST OF ANDREWS, 12.2
 DD1040'MILES (19.6 KM) SOUTHEAST OF KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1040'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1040'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1040'521 AND STATE HIGHWAY 41 IN ANDREWS, GO NORTHWEST ON HIGHWAY 521 FOR
 DD1040'8.45 MILES (13.60 KM) TO THE STATION NEAR A POWER POLE IN THE SOUTH
 DD1040'ANGLE OF THE JUNCTION OF STATE ROAD 50. STATION IS A CONCRETE POST
 DD1040'PROJECTING 0.2 FOOT (6.1 CM) AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY,
 DD1040'37.3 FEET (11.4 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 49.0 FEET
 DD1040'(14.9 M) SOUTH SOUTHEAST OF THE CENTER OF ROAD 50, 5.7 FEET (1.7 M)
 DD1040'WEST OF A POWER POLE WITH TWO GUY WIRES, 3.2 FEET (1.0 M) SOUTH
 DD1040'SOUTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1041 ***********************************************************************
 DD1041  DESIGNATION -  45 084
 DD1041  PID         -  DD1041
 DD1041  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1041  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD1041
 DD1041                         *CURRENT SURVEY CONTROL
 DD1041  ___________________________________________________________________
 DD1041* NAD 83(1986)-  33 31 25.     (N)    079 40 15.     (W)     SCALED    
 DD1041* NAVD 88     -        12.308  (meters)      40.38   (feet)  ADJUSTED  
 DD1041  ___________________________________________________________________
 DD1041  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DD1041  DYNAMIC HT  -          12.295 (meters)      40.34  (feet)  COMP
 DD1041  MODELED GRAV-     979,597.7   (mgal)                       NAVD 88
 DD1041
 DD1041  VERT ORDER  -  FIRST     CLASS II
 DD1041
 DD1041.The horizontal coordinates were scaled from a topographic map and have
 DD1041.an estimated accuracy of +/- 6 seconds.
 DD1041
 DD1041.The orthometric height was determined by differential leveling
 DD1041.and adjusted by the National Geodetic Survey in June 1991..
 DD1041
 DD1041.The geoid height was determined by GEOID03.
 DD1041
 DD1041.The dynamic height is computed by dividing the NAVD 88
 DD1041.geopotential number by the normal gravity value computed on the
 DD1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1041.degrees latitude (g = 980.6199 gals.).
 DD1041
 DD1041.The modeled gravity was interpolated from observed gravity values.
 DD1041
 DD1041;                    North         East    Units  Estimated Accuracy
 DD1041;SPC SC       -   188,240.      733,050.      MT  (+/- 180 meters Scaled)
 DD1041
 DD1041                          SUPERSEDED SURVEY CONTROL
 DD1041
 DD1041  NGVD 29 (03/21/89)   12.607  (m)           41.36   (f) ADJUSTED    1 2
 DD1041
 DD1041.Superseded values are not recommended for survey control.
 DD1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1041.See file dsdata.txt to determine how the superseded data were derived.
 DD1041
 DD1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT234101(NAD 83)
 DD1041_MARKER: DB = BENCH MARK DISK
 DD1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1041_SP_SET: CONCRETE POST
 DD1041_STAMPING: VERT 45 084 1982
 DD1041_MARK LOGO: SCGS  
 DD1041_PROJECTION: FLUSH
 DD1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1041
 DD1041  HISTORY     - Date     Condition        Report By
 DD1041  HISTORY     - 1982     MONUMENTED       SCGS
 DD1041
 DD1041                          STATION DESCRIPTION
 DD1041
 DD1041'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1041'14.5 KM (9.0 MI) NW FROM ANDREWS.
 DD1041'12.9 KILOMETERS (8.05 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM
 DD1041'THE SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF
 DD1041'ANDREWS, SET NEAR A 45 INCH LIVE OAK TREE, 27.9 METERS (91.7 FEET)
 DD1041'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19.8 METERS (65.0 FEET)
 DD1041'WEST-NORTHWEST OF POWER POLE NUMBER 24 89A, 5.8 METERS (19.0 FEET)
 DD1041'SOUTH-SOUTHEAST OF THE LONE 45 INCH OAK TREE, 7.9 METERS (26.0 FEET)
 DD1041'NORTHWEST OF THE APPROXIMATE CENTER OF A FIELD ACCESS ROAD.
 DD1041'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1044 ***********************************************************************
 DD1044  DESIGNATION -  45 085
 DD1044  PID         -  DD1044
 DD1044  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1044  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD1044
 DD1044                         *CURRENT SURVEY CONTROL
 DD1044  ___________________________________________________________________
 DD1044* NAD 83(1986)-  33 30 59.     (N)    079 39 23.     (W)     SCALED    
 DD1044* NAVD 88     -        13.304  (meters)      43.65   (feet)  ADJUSTED  
 DD1044  ___________________________________________________________________
 DD1044  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DD1044  DYNAMIC HT  -          13.290 (meters)      43.60  (feet)  COMP
 DD1044  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 DD1044
 DD1044  VERT ORDER  -  FIRST     CLASS II
 DD1044
 DD1044.The horizontal coordinates were scaled from a topographic map and have
 DD1044.an estimated accuracy of +/- 6 seconds.
 DD1044
 DD1044.The orthometric height was determined by differential leveling
 DD1044.and adjusted by the National Geodetic Survey in June 1991..
 DD1044
 DD1044.The geoid height was determined by GEOID03.
 DD1044
 DD1044.The dynamic height is computed by dividing the NAVD 88
 DD1044.geopotential number by the normal gravity value computed on the
 DD1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1044.degrees latitude (g = 980.6199 gals.).
 DD1044
 DD1044.The modeled gravity was interpolated from observed gravity values.
 DD1044
 DD1044;                    North         East    Units  Estimated Accuracy
 DD1044;SPC SC       -   187,460.      734,400.      MT  (+/- 180 meters Scaled)
 DD1044
 DD1044                          SUPERSEDED SURVEY CONTROL
 DD1044
 DD1044  NGVD 29 (03/21/89)   13.604  (m)           44.63   (f) ADJUSTED    1 2
 DD1044
 DD1044.Superseded values are not recommended for survey control.
 DD1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1044.See file dsdata.txt to determine how the superseded data were derived.
 DD1044
 DD1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT247093(NAD 83)
 DD1044_MARKER: DB = BENCH MARK DISK
 DD1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1044_SP_SET: CONCRETE POST
 DD1044_STAMPING: VERT 45 085 1982
 DD1044_MARK LOGO: SCGS  
 DD1044_PROJECTION: RECESSED 7 CENTIMETERS
 DD1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1044
 DD1044  HISTORY     - Date     Condition        Report By
 DD1044  HISTORY     - 1982     MONUMENTED       SCGS
 DD1044
 DD1044                          STATION DESCRIPTION
 DD1044
 DD1044'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1044'12.9 KM (8.0 MI) NW FROM ANDREWS.
 DD1044'11.3 KILOMETERS (7.0 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM
 DD1044'THE NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS, SET ON THE
 DD1044'EAST SIDE OF A ONE STORY BRICK HOUSE AT THE JUNCTION OF A SAND ROAD,
 DD1044'41.5 METERS (136.0 FEET) NORTH-NORTHEAST OF THE CENTER LINE OF THE
 DD1044'HIGHWAY, 6.4 METERS (21.0 FEET) SOUTH-SOUTHEAST OF THE NORTHEAST
 DD1044'CORNER OF THE BRICK HOUSE, 4.9 METERS (16.0 FEET) WEST OF THE
 DD1044'APPROXIMATE CENTER OF THE SAND ROAD, 1.0 METERS (3.3 FEET) SOUTH-
 DD1044'SOUTHWEST OF A POWER POLE SERVICING THE HOUSE.
 DD1044'THE MARK IS 0.60 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1048 ***********************************************************************
 DD1048  DESIGNATION -  45 086
 DD1048  PID         -  DD1048
 DD1048  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1048  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD1048
 DD1048                         *CURRENT SURVEY CONTROL
 DD1048  ___________________________________________________________________
 DD1048* NAD 83(1986)-  33 30 41.     (N)    079 38 21.     (W)     SCALED    
 DD1048* NAVD 88     -        14.004  (meters)      45.94   (feet)  ADJUSTED  
 DD1048  ___________________________________________________________________
 DD1048  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DD1048  DYNAMIC HT  -          13.990 (meters)      45.90  (feet)  COMP
 DD1048  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 DD1048
 DD1048  VERT ORDER  -  FIRST     CLASS II
 DD1048
 DD1048.The horizontal coordinates were scaled from a topographic map and have
 DD1048.an estimated accuracy of +/- 6 seconds.
 DD1048
 DD1048.The orthometric height was determined by differential leveling
 DD1048.and adjusted by the National Geodetic Survey in June 1991..
 DD1048
 DD1048.The geoid height was determined by GEOID03.
 DD1048
 DD1048.The dynamic height is computed by dividing the NAVD 88
 DD1048.geopotential number by the normal gravity value computed on the
 DD1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1048.degrees latitude (g = 980.6199 gals.).
 DD1048
 DD1048.The modeled gravity was interpolated from observed gravity values.
 DD1048
 DD1048;                    North         East    Units  Estimated Accuracy
 DD1048;SPC SC       -   186,920.      736,010.      MT  (+/- 180 meters Scaled)
 DD1048
 DD1048                          SUPERSEDED SURVEY CONTROL
 DD1048
 DD1048  NGVD 29 (03/21/89)   14.305  (m)           46.93   (f) ADJUSTED    1 2
 DD1048
 DD1048.Superseded values are not recommended for survey control.
 DD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1048.See file dsdata.txt to determine how the superseded data were derived.
 DD1048
 DD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT263088(NAD 83)
 DD1048_MARKER: DB = BENCH MARK DISK
 DD1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1048_SP_SET: CONCRETE POST
 DD1048_STAMPING: VERT 45 086 1982
 DD1048_MARK LOGO: SCGS  
 DD1048_PROJECTION: RECESSED 7 CENTIMETERS
 DD1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1048
 DD1048  HISTORY     - Date     Condition        Report By
 DD1048  HISTORY     - 1982     MONUMENTED       SCGS
 DD1048
 DD1048                          STATION DESCRIPTION
 DD1048
 DD1048'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1048'11.1 KM (6.9 MI) NW FROM ANDREWS.
 DD1048'9.5 KILOMETERS (5.95 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1048'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1048'SET NEAR THE NORTHWEST CORNER OF THE SPRING GULLY BAPTIST CHURCH,
 DD1048'34.4 METERS (113.0 FEET) SOUTH-SOUTHWEST OF CENTER LINE OF U.S.
 DD1048'HIGHWAY 521, 15.3 METERS (50.3 FEET) EAST-SOUTHEAST OF THE
 DD1048'APPROXIMATE CENTER OF A SAND ROAD ALONG SIDE THE CHURCH, 4.7 METERS
 DD1048'(15.8 FEET) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 DD1048'0.7 METERS (2.4 FEET) WEST-NORTHWEST OF A YARD LIGHT.
 DD1048'THE MARK IS .60 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1049 ***********************************************************************
 DD1049  DESIGNATION -  45 087
 DD1049  PID         -  DD1049
 DD1049  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1049  USGS QUAD   -  WARSAW (1990)
 DD1049
 DD1049                         *CURRENT SURVEY CONTROL
 DD1049  ___________________________________________________________________
 DD1049* NAD 83(1986)-  33 30 11.     (N)    079 37 25.     (W)     SCALED    
 DD1049* NAVD 88     -        10.911  (meters)      35.80   (feet)  ADJUSTED  
 DD1049  ___________________________________________________________________
 DD1049  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DD1049  DYNAMIC HT  -          10.900 (meters)      35.76  (feet)  COMP
 DD1049  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 DD1049
 DD1049  VERT ORDER  -  FIRST     CLASS II
 DD1049
 DD1049.The horizontal coordinates were scaled from a topographic map and have
 DD1049.an estimated accuracy of +/- 6 seconds.
 DD1049
 DD1049.The orthometric height was determined by differential leveling
 DD1049.and adjusted by the National Geodetic Survey in June 1991..
 DD1049
 DD1049.The geoid height was determined by GEOID03.
 DD1049
 DD1049.The dynamic height is computed by dividing the NAVD 88
 DD1049.geopotential number by the normal gravity value computed on the
 DD1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1049.degrees latitude (g = 980.6199 gals.).
 DD1049
 DD1049.The modeled gravity was interpolated from observed gravity values.
 DD1049
 DD1049;                    North         East    Units  Estimated Accuracy
 DD1049;SPC SC       -   186,020.      737,460.      MT  (+/- 180 meters Scaled)
 DD1049
 DD1049                          SUPERSEDED SURVEY CONTROL
 DD1049
 DD1049  NGVD 29 (03/21/89)   11.212  (m)           36.78   (f) ADJUSTED    1 2
 DD1049
 DD1049.Superseded values are not recommended for survey control.
 DD1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1049.See file dsdata.txt to determine how the superseded data were derived.
 DD1049
 DD1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT278079(NAD 83)
 DD1049_MARKER: DB = BENCH MARK DISK
 DD1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1049_SP_SET: CONCRETE POST
 DD1049_STAMPING: VERT 45 087 1982
 DD1049_MARK LOGO: SCGS  
 DD1049_PROJECTION: RECESSED 25 CENTIMETERS
 DD1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1049
 DD1049  HISTORY     - Date     Condition        Report By
 DD1049  HISTORY     - 1982     MONUMENTED       SCGS
 DD1049
 DD1049                          STATION DESCRIPTION
 DD1049
 DD1049'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1049'9.5 KM (5.9 MI) NW FROM ANDREWS.
 DD1049'7.9 KILOMETERS (4.9 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1049'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1049'SET IN LINE WITH THE DOUBLE ENTRANCE DOOR TO A ONE STORY BRICK
 DD1049'HOUSE, 42.7 METERS (140.0 FEET) WEST-NORTHWEST OF POWER POLE
 DD1049'NUMBER 15, 14.9 METERS (49.0 FEET) SOUTHWEST OF THE CENTER LINE
 DD1049'OF THE HIGHWAY, 7.6 METERS (25.0 FEET) SOUTHEAST OF THE APPROXIMATE
 DD1049'CENTER OF A SAND DRIVE LEADING TO THE HOUSE, 9.8 METERS (32.0 FEET)
 DD1049'NORTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVE RUNNING
 DD1049'PARALELL WITH THE SAND DRIVE ALONG A SMALL FIELD.
 DD1049'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1050 ***********************************************************************
 DD1050  DESIGNATION -  45 089
 DD1050  PID         -  DD1050
 DD1050  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1050  USGS QUAD   -  ANDREWS (1973)
 DD1050
 DD1050                         *CURRENT SURVEY CONTROL
 DD1050  ___________________________________________________________________
 DD1050* NAD 83(1986)-  33 29 34.     (N)    079 36 43.     (W)     SCALED    
 DD1050* NAVD 88     -        11.306  (meters)      37.09   (feet)  ADJUSTED  
 DD1050  ___________________________________________________________________
 DD1050  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DD1050  DYNAMIC HT  -          11.294 (meters)      37.05  (feet)  COMP
 DD1050  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 DD1050
 DD1050  VERT ORDER  -  FIRST     CLASS II
 DD1050
 DD1050.The horizontal coordinates were scaled from a topographic map and have
 DD1050.an estimated accuracy of +/- 6 seconds.
 DD1050
 DD1050.The orthometric height was determined by differential leveling
 DD1050.and adjusted by the National Geodetic Survey in June 1991..
 DD1050
 DD1050.The geoid height was determined by GEOID03.
 DD1050
 DD1050.The dynamic height is computed by dividing the NAVD 88
 DD1050.geopotential number by the normal gravity value computed on the
 DD1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1050.degrees latitude (g = 980.6199 gals.).
 DD1050
 DD1050.The modeled gravity was interpolated from observed gravity values.
 DD1050
 DD1050;                    North         East    Units  Estimated Accuracy
 DD1050;SPC SC       -   184,890.      738,560.      MT  (+/- 180 meters Scaled)
 DD1050
 DD1050                          SUPERSEDED SURVEY CONTROL
 DD1050
 DD1050  NGVD 29 (03/21/89)   11.607  (m)           38.08   (f) ADJUSTED    1 2
 DD1050
 DD1050.Superseded values are not recommended for survey control.
 DD1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1050.See file dsdata.txt to determine how the superseded data were derived.
 DD1050
 DD1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT289067(NAD 83)
 DD1050_MARKER: DB = BENCH MARK DISK
 DD1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1050_SP_SET: CONCRETE POST
 DD1050_STAMPING: VERT 45 089 1982
 DD1050_MARK LOGO: SCGS  
 DD1050_PROJECTION: RECESSED 7 CENTIMETERS
 DD1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1050
 DD1050  HISTORY     - Date     Condition        Report By
 DD1050  HISTORY     - 1982     MONUMENTED       SCGS
 DD1050
 DD1050                          STATION DESCRIPTION
 DD1050
 DD1050'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1050'6.6 KM (4.1 MI) NW FROM ANDREWS.
 DD1050'6.1 KILOMETERS (3.8 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1050'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1050'SET NEAR A MONUMENT AT THE HARMONEY CEMETARY, 45.8 METERS
 DD1050'(150.4 FEET) SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD S-45-122,
 DD1050'11.7 METERS (38.5 FEET) SOUTHWEST OF THE CENTER LINE UF U.S.
 DD1050'HIGHWAY 521, 15.1 METERS (49.7 FEET) EAST-NORTHEAST OF THE
 DD1050'W. P. WHEELER JR. HEADSTONE, 0.8 METERS (2.5 FEET) NORTHWEST OF
 DD1050'THE BRICK MONUMENT.
 DD1050'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1051 ***********************************************************************
 DD1051  DESIGNATION -  45 090
 DD1051  PID         -  DD1051
 DD1051  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1051  USGS QUAD   -  ANDREWS (1973)
 DD1051
 DD1051                         *CURRENT SURVEY CONTROL
 DD1051  ___________________________________________________________________
 DD1051* NAD 83(1986)-  33 28 55.     (N)    079 35 49.     (W)     SCALED    
 DD1051* NAVD 88     -         9.293  (meters)      30.49   (feet)  ADJUSTED  
 DD1051  ___________________________________________________________________
 DD1051  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 DD1051  DYNAMIC HT  -           9.283 (meters)      30.46  (feet)  COMP
 DD1051  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 DD1051
 DD1051  VERT ORDER  -  FIRST     CLASS II
 DD1051
 DD1051.The horizontal coordinates were scaled from a topographic map and have
 DD1051.an estimated accuracy of +/- 6 seconds.
 DD1051
 DD1051.The orthometric height was determined by differential leveling
 DD1051.and adjusted by the National Geodetic Survey in June 1991..
 DD1051
 DD1051.The geoid height was determined by GEOID03.
 DD1051
 DD1051.The dynamic height is computed by dividing the NAVD 88
 DD1051.geopotential number by the normal gravity value computed on the
 DD1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1051.degrees latitude (g = 980.6199 gals.).
 DD1051
 DD1051.The modeled gravity was interpolated from observed gravity values.
 DD1051
 DD1051;                    North         East    Units  Estimated Accuracy
 DD1051;SPC SC       -   183,710.      739,970.      MT  (+/- 180 meters Scaled)
 DD1051
 DD1051                          SUPERSEDED SURVEY CONTROL
 DD1051
 DD1051  NGVD 29 (03/21/89)    9.594  (m)           31.48   (f) ADJUSTED    1 2
 DD1051
 DD1051.Superseded values are not recommended for survey control.
 DD1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1051.See file dsdata.txt to determine how the superseded data were derived.
 DD1051
 DD1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT303055(NAD 83)
 DD1051_MARKER: DB = BENCH MARK DISK
 DD1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1051_SP_SET: CONCRETE POST
 DD1051_STAMPING: VERT 45 090 1982
 DD1051_MARK LOGO: SCGS  
 DD1051_PROJECTION: RECESSED 7 CENTIMETERS
 DD1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1051
 DD1051  HISTORY     - Date     Condition        Report By
 DD1051  HISTORY     - 1982     MONUMENTED       SCGS
 DD1051
 DD1051                          STATION DESCRIPTION
 DD1051
 DD1051'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1051'4.8 KM (3.0 MI) NW FROM ANDREWS.
 DD1051'4.3 KILOMETERS (2.7 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1051'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1051'SET NEAR A FIELD IN THE BACK YARD OF TWO ONE STORY BRICK HOUSES,
 DD1051'72.5 METERS (238.0 FEET) EAST-NORTHEAST OF THE CENTER LINE OF
 DD1051'U.S. HIGHWAY 521, 42.2 METERS (138.5 FEET) EAST-SOUTHEAST OF THE
 DD1051'EAST CORNER OF THE MOST NORTHERLY BRICK HOUSE, 29.3 METERS
 DD1051'(96.0 FEET) NORTH-NORTHEAST OF THE NORTH CORNER OF THE MOST SOUTHERLY
 DD1051'BRICK HOUSE, 18.8 METERS (62.3 FEET) SOUTH-SOUTHEAST OF THE
 DD1051'APPROXIMATE CENTER OF A SAND DRIVE LEADING TO A WOOD HOUSE BEHIND
 DD1051'THE BRICK HOUSES, 1.5 METERS (5.0 FEET) SOUTH-SOUTHWEST OF THE
 DD1051'EDGE OF THE FIELD.
 DD1051'THE MARK IS 0.60 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1052 ***********************************************************************
 DD1052  DESIGNATION -  45 091
 DD1052  PID         -  DD1052
 DD1052  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1052  USGS QUAD   -  ANDREWS (1973)
 DD1052
 DD1052                         *CURRENT SURVEY CONTROL
 DD1052  ___________________________________________________________________
 DD1052* NAD 83(1986)-  33 28 26.     (N)    079 35 27.     (W)     SCALED    
 DD1052* NAVD 88     -         7.945  (meters)      26.07   (feet)  ADJUSTED  
 DD1052  ___________________________________________________________________
 DD1052  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DD1052  DYNAMIC HT  -           7.936 (meters)      26.04  (feet)  COMP
 DD1052  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 DD1052
 DD1052  VERT ORDER  -  FIRST     CLASS II
 DD1052
 DD1052.The horizontal coordinates were scaled from a topographic map and have
 DD1052.an estimated accuracy of +/- 6 seconds.
 DD1052
 DD1052.The orthometric height was determined by differential leveling
 DD1052.and adjusted by the National Geodetic Survey in June 1991..
 DD1052
 DD1052.The geoid height was determined by GEOID03.
 DD1052
 DD1052.The dynamic height is computed by dividing the NAVD 88
 DD1052.geopotential number by the normal gravity value computed on the
 DD1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1052.degrees latitude (g = 980.6199 gals.).
 DD1052
 DD1052.The modeled gravity was interpolated from observed gravity values.
 DD1052
 DD1052;                    North         East    Units  Estimated Accuracy
 DD1052;SPC SC       -   182,830.      740,550.      MT  (+/- 180 meters Scaled)
 DD1052
 DD1052                          SUPERSEDED SURVEY CONTROL
 DD1052
 DD1052  NGVD 29 (03/21/89)    8.246  (m)           27.05   (f) ADJUSTED    1 2
 DD1052
 DD1052.Superseded values are not recommended for survey control.
 DD1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1052.See file dsdata.txt to determine how the superseded data were derived.
 DD1052
 DD1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT309047(NAD 83)
 DD1052_MARKER: DB = BENCH MARK DISK
 DD1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1052_SP_SET: CONCRETE POST
 DD1052_STAMPING: VERT 45 091 1982
 DD1052_MARK LOGO: SCGS  
 DD1052_PROJECTION: FLUSH
 DD1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1052
 DD1052  HISTORY     - Date     Condition        Report By
 DD1052  HISTORY     - 1982     MONUMENTED       SCGS
 DD1052
 DD1052                          STATION DESCRIPTION
 DD1052
 DD1052'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1052'3.9 KM (2.4 MI) NW FROM ANDREWS.
 DD1052'3.4 KILOMETERS (2.1 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM
 DD1052'THE SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF
 DD1052'ANDREWS, SET NEAR A POWER POLE, 11.9 METERS (39.0 FEET) WEST-
 DD1052'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43.9 METERS (144.0 FEET)
 DD1052'SOUTHEAST OF A LONE 5 INCH PINE TREE, 1.1 METERS (3.5 FEET) SOUTH
 DD1052'OF A POWER POLE.
 DD1052'THE MARK IS 0.50 METERS  SW FROM A WITNESS POST.
 DD1052'THE MARK IS 0.60 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1053 ***********************************************************************
 DD1053  DESIGNATION -  45 092
 DD1053  PID         -  DD1053
 DD1053  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1053  USGS QUAD   -  ANDREWS (1973)
 DD1053
 DD1053                         *CURRENT SURVEY CONTROL
 DD1053  ___________________________________________________________________
 DD1053* NAD 83(1986)-  33 27 58.     (N)    079 34 59.     (W)     SCALED    
 DD1053* NAVD 88     -         7.349  (meters)      24.11   (feet)  ADJUSTED  
 DD1053  ___________________________________________________________________
 DD1053  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DD1053  DYNAMIC HT  -           7.341 (meters)      24.08  (feet)  COMP
 DD1053  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DD1053
 DD1053  VERT ORDER  -  FIRST     CLASS II
 DD1053
 DD1053.The horizontal coordinates were scaled from a topographic map and have
 DD1053.an estimated accuracy of +/- 6 seconds.
 DD1053
 DD1053.The orthometric height was determined by differential leveling
 DD1053.and adjusted by the National Geodetic Survey in June 1991..
 DD1053
 DD1053.The geoid height was determined by GEOID03.
 DD1053
 DD1053.The dynamic height is computed by dividing the NAVD 88
 DD1053.geopotential number by the normal gravity value computed on the
 DD1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1053.degrees latitude (g = 980.6199 gals.).
 DD1053
 DD1053.The modeled gravity was interpolated from observed gravity values.
 DD1053
 DD1053;                    North         East    Units  Estimated Accuracy
 DD1053;SPC SC       -   181,970.      741,290.      MT  (+/- 180 meters Scaled)
 DD1053
 DD1053                          SUPERSEDED SURVEY CONTROL
 DD1053
 DD1053  NGVD 29 (03/21/89)    7.651  (m)           25.10   (f) ADJUSTED    1 2
 DD1053
 DD1053.Superseded values are not recommended for survey control.
 DD1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1053.See file dsdata.txt to determine how the superseded data were derived.
 DD1053
 DD1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT316038(NAD 83)
 DD1053_MARKER: DB = BENCH MARK DISK
 DD1053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1053_SP_SET: IN BRIDGE
 DD1053_STAMPING: VERT 45 092 1982
 DD1053_MARK LOGO: SCGS  
 DD1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1053+STABILITY: SURFACE MOTION
 DD1053
 DD1053  HISTORY     - Date     Condition        Report By
 DD1053  HISTORY     - 1982     MONUMENTED       SCGS
 DD1053
 DD1053                          STATION DESCRIPTION
 DD1053
 DD1053'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1053'2.7 KM (1.7 MI) NW FROM ANDREWS.
 DD1053'2.2 KILOMETERS (1.4 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM THE
 DD1053'SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF ANDREWS,
 DD1053'SET IN THE EAST CORNER OF A SMALL CONCRETE BRIDGE.
 DD1053'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1054 ***********************************************************************
 DD1054  DESIGNATION -  45 093
 DD1054  PID         -  DD1054
 DD1054  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1054  USGS QUAD   -  ANDREWS (1973)
 DD1054
 DD1054                         *CURRENT SURVEY CONTROL
 DD1054  ___________________________________________________________________
 DD1054* NAD 83(1986)-  33 27 28.     (N)    079 34 33.     (W)     SCALED    
 DD1054* NAVD 88     -        10.795  (meters)      35.42   (feet)  ADJUSTED  
 DD1054  ___________________________________________________________________
 DD1054  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DD1054  DYNAMIC HT  -          10.783 (meters)      35.38  (feet)  COMP
 DD1054  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 DD1054
 DD1054  VERT ORDER  -  FIRST     CLASS II
 DD1054
 DD1054.The horizontal coordinates were scaled from a topographic map and have
 DD1054.an estimated accuracy of +/- 6 seconds.
 DD1054
 DD1054.The orthometric height was determined by differential leveling
 DD1054.and adjusted by the National Geodetic Survey in June 1991..
 DD1054
 DD1054.The geoid height was determined by GEOID03.
 DD1054
 DD1054.The dynamic height is computed by dividing the NAVD 88
 DD1054.geopotential number by the normal gravity value computed on the
 DD1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1054.degrees latitude (g = 980.6199 gals.).
 DD1054
 DD1054.The modeled gravity was interpolated from observed gravity values.
 DD1054
 DD1054;                    North         East    Units  Estimated Accuracy
 DD1054;SPC SC       -   181,060.      741,970.      MT  (+/- 180 meters Scaled)
 DD1054
 DD1054                          SUPERSEDED SURVEY CONTROL
 DD1054
 DD1054  NGVD 29 (03/21/89)   11.096  (m)           36.40   (f) ADJUSTED    1 2
 DD1054
 DD1054.Superseded values are not recommended for survey control.
 DD1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1054.See file dsdata.txt to determine how the superseded data were derived.
 DD1054
 DD1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT323029(NAD 83)
 DD1054_MARKER: DD = SURVEY DISK
 DD1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1054_SP_SET: CONCRETE POST
 DD1054_STAMPING: VERT 45 093 1982
 DD1054_MARK LOGO: SCGS  
 DD1054_PROJECTION: FLUSH
 DD1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1054+STABILITY: SURFACE MOTION
 DD1054
 DD1054  HISTORY     - Date     Condition        Report By
 DD1054  HISTORY     - 1982     MONUMENTED       SCGS
 DD1054  HISTORY     - 1987     GOOD             SCGS
 DD1054
 DD1054                          STATION DESCRIPTION
 DD1054
 DD1054'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1054'1.6 KM (1.0 MI) NW FROM ANDREWS.
 DD1054'1.1 KILOMETERS (0.7 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM
 DD1054'THE SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF
 DD1054'ANDREWS, SET NEAR THE NORTHEAST CORNER OF THE WILLIAMSBURG P. H.
 DD1054'CHURCH, 20.9 METERS (68.6 FEET) SOUTHWEST OF THE CENTER LINE
 DD1054'OF HIGHWAY 521, 27.5 METERS (90.5 FEET) NORTHWEST OF THE
 DD1054'APPROXIMATE CENTER OF COUNTY ROAD S-45-21, 1.1 METERS (3.6 FEET)
 DD1054'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH.
 DD1054'THE MARK IS 0.90 M ABOVE THE HIGHWAY.
 DD1054
 DD1054                          STATION RECOVERY (1987)
 DD1054
 DD1054'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1097 ***********************************************************************
 DD1097  DESIGNATION -  45 094
 DD1097  PID         -  DD1097
 DD1097  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1097  USGS QUAD   -  ANDREWS (1973)
 DD1097
 DD1097                         *CURRENT SURVEY CONTROL
 DD1097  ___________________________________________________________________
 DD1097* NAD 83(1986)-  33 27 27.     (N)    079 36 00.     (W)     SCALED    
 DD1097* NAVD 88     -         7.314  (meters)      24.00   (feet)  ADJUSTED  
 DD1097  ___________________________________________________________________
 DD1097  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DD1097  DYNAMIC HT  -           7.306 (meters)      23.97  (feet)  COMP
 DD1097  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 DD1097
 DD1097  VERT ORDER  -  FIRST     CLASS II
 DD1097
 DD1097.The horizontal coordinates were scaled from a topographic map and have
 DD1097.an estimated accuracy of +/- 6 seconds.
 DD1097
 DD1097.The orthometric height was determined by differential leveling
 DD1097.and adjusted by the National Geodetic Survey in June 1991..
 DD1097
 DD1097.The geoid height was determined by GEOID03.
 DD1097
 DD1097.The dynamic height is computed by dividing the NAVD 88
 DD1097.geopotential number by the normal gravity value computed on the
 DD1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1097.degrees latitude (g = 980.6199 gals.).
 DD1097
 DD1097.The modeled gravity was interpolated from observed gravity values.
 DD1097
 DD1097;                    North         East    Units  Estimated Accuracy
 DD1097;SPC SC       -   181,000.      739,730.      MT  (+/- 180 meters Scaled)
 DD1097
 DD1097                          SUPERSEDED SURVEY CONTROL
 DD1097
 DD1097  NGVD 29 (03/21/89)    7.615  (m)           24.98   (f) ADJUSTED    1 2
 DD1097
 DD1097.Superseded values are not recommended for survey control.
 DD1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1097.See file dsdata.txt to determine how the superseded data were derived.
 DD1097
 DD1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT301028(NAD 83)
 DD1097_MARKER: DB = BENCH MARK DISK
 DD1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1097_SP_SET: CONCRETE POST
 DD1097_STAMPING: VERT 45 094 1982
 DD1097_MARK LOGO: SCGS  
 DD1097_PROJECTION: FLUSH
 DD1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1097
 DD1097  HISTORY     - Date     Condition        Report By
 DD1097  HISTORY     - 1982     MONUMENTED       SCGS
 DD1097  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1097
 DD1097                          STATION DESCRIPTION
 DD1097
 DD1097'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1097'3.5 KM (2.2 MI) NW FROM ANDREWS.
 DD1097'3.5 KILOMETERS (2.2 MILES) NORTHWEST ALONG COUNTY ROAD (S-45-16,
 DD1097'S-22-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, SET
 DD1097'JUST BEFORE CROSSING A BRIDGE, 14.3 METERS (47.0 FEET) SOUTH
 DD1097'SOUTHWEST OF THE APPROXIMATE CENTER OF A DIM ROAD LEADING INTO
 DD1097'THE WOODS, 10.1 METERS (33.4 FEET) EAST-SOUTHEAST OF THE CENTER LINE
 DD1097'OF COUNTY ROAD S-45-16 AND 2.1 METERS (7.0 FEET) EAST-NORTHEAST OF
 DD1097'A LONE TWELVE INCH PINE TREE.
 DD1097'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 DD1097'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-16.
 DD1097
 DD1097                          STATION RECOVERY (2006)
 DD1097
 DD1097'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1097'SEARCHED 20 MINUTES, INADEQUATE REFERENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1045 ***********************************************************************
 DD1045  DESIGNATION -  45 095
 DD1045  PID         -  DD1045
 DD1045  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1045  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD1045
 DD1045                         *CURRENT SURVEY CONTROL
 DD1045  ___________________________________________________________________
 DD1045* NAD 83(1986)-  33 30 03.     (N)    079 39 13.     (W)     SCALED    
 DD1045* NAVD 88     -        13.900  (meters)      45.60   (feet)  ADJUSTED  
 DD1045  ___________________________________________________________________
 DD1045  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DD1045  DYNAMIC HT  -          13.885 (meters)      45.55  (feet)  COMP
 DD1045  MODELED GRAV-     979,587.7   (mgal)                       NAVD 88
 DD1045
 DD1045  VERT ORDER  -  FIRST     CLASS II
 DD1045
 DD1045.The horizontal coordinates were scaled from a topographic map and have
 DD1045.an estimated accuracy of +/- 6 seconds.
 DD1045
 DD1045.The orthometric height was determined by differential leveling
 DD1045.and adjusted by the National Geodetic Survey in June 1991..
 DD1045
 DD1045.The geoid height was determined by GEOID03.
 DD1045
 DD1045.The dynamic height is computed by dividing the NAVD 88
 DD1045.geopotential number by the normal gravity value computed on the
 DD1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1045.degrees latitude (g = 980.6199 gals.).
 DD1045
 DD1045.The modeled gravity was interpolated from observed gravity values.
 DD1045
 DD1045;                    North         East    Units  Estimated Accuracy
 DD1045;SPC SC       -   185,730.      734,680.      MT  (+/- 180 meters Scaled)
 DD1045
 DD1045                          SUPERSEDED SURVEY CONTROL
 DD1045
 DD1045  NGVD 29 (03/21/89)   14.200  (m)           46.59   (f) ADJUSTED    1 2
 DD1045
 DD1045.Superseded values are not recommended for survey control.
 DD1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1045.See file dsdata.txt to determine how the superseded data were derived.
 DD1045
 DD1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT250076(NAD 83)
 DD1045_MARKER: DB = BENCH MARK DISK
 DD1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1045_SP_SET: CONCRETE POST
 DD1045_STAMPING: VERT 45 095 1982
 DD1045_MARK LOGO: SCGS  
 DD1045_PROJECTION: FLUSH
 DD1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1045
 DD1045  HISTORY     - Date     Condition        Report By
 DD1045  HISTORY     - 1982     MONUMENTED       SCGS
 DD1045  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1045
 DD1045                          STATION DESCRIPTION
 DD1045
 DD1045'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1045'11.3 KM (7.0 MI) NW FROM ANDREWS.
 DD1045'10.9 KILOMETERS (6.8 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM
 DD1045'THE SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF
 DD1045'ANDREWS, THENCE 1.5 KILOMETERS (0.95 MILE) SOUTHWEST ALONG
 DD1045'COUNTY ROAD S-45-629, SET AT THE EDGE OF THE WOODS, 29.6 METERS
 DD1045'(97.0 FEET) SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 DD1045'22.3 METERS (73.0 FEET) WEST OF  THE CENTER LINE OF COUNTY ROAD
 DD1045'S-45-629, 15.8 METERS (52.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 DD1045'CENTER OF A GRASSY DRIVE LEADING TO A MOBILE HOME, 4.0 METERS
 DD1045'(13.0 FEET) SOUTH OF A LONE 12 INCH PINE TREE.
 DD1045'THE MARK IS 0.50 METERS  ESE FROM A WITNESS POST.
 DD1045'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1045
 DD1045                          STATION RECOVERY (2006)
 DD1045
 DD1045'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1045'SEARCHED 30 MINUTES, PULLED TAPE FROM AVAILABLE REFERENCES, PRESUMED
 DD1045'DESTROYED BY YARD CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1046 ***********************************************************************
 DD1046  DESIGNATION -  45 096
 DD1046  PID         -  DD1046
 DD1046  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1046  USGS QUAD   -  TRIO (1973)
 DD1046
 DD1046                         *CURRENT SURVEY CONTROL
 DD1046  ___________________________________________________________________
 DD1046* NAD 83(1986)-  33 29 10.     (N)    079 39 21.     (W)     SCALED    
 DD1046* NAVD 88     -        13.296  (meters)      43.62   (feet)  ADJUSTED  
 DD1046  ___________________________________________________________________
 DD1046  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DD1046  DYNAMIC HT  -          13.282 (meters)      43.58  (feet)  COMP
 DD1046  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 DD1046
 DD1046  VERT ORDER  -  FIRST     CLASS II
 DD1046
 DD1046.The horizontal coordinates were scaled from a topographic map and have
 DD1046.an estimated accuracy of +/- 6 seconds.
 DD1046
 DD1046.The orthometric height was determined by differential leveling
 DD1046.and adjusted by the National Geodetic Survey in June 1991..
 DD1046
 DD1046.The geoid height was determined by GEOID03.
 DD1046
 DD1046.The dynamic height is computed by dividing the NAVD 88
 DD1046.geopotential number by the normal gravity value computed on the
 DD1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1046.degrees latitude (g = 980.6199 gals.).
 DD1046
 DD1046.The modeled gravity was interpolated from observed gravity values.
 DD1046
 DD1046;                    North         East    Units  Estimated Accuracy
 DD1046;SPC SC       -   184,100.      734,500.      MT  (+/- 180 meters Scaled)
 DD1046
 DD1046                          SUPERSEDED SURVEY CONTROL
 DD1046
 DD1046  NGVD 29 (03/21/89)   13.595  (m)           44.60   (f) ADJUSTED    1 2
 DD1046
 DD1046.Superseded values are not recommended for survey control.
 DD1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1046.See file dsdata.txt to determine how the superseded data were derived.
 DD1046
 DD1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT248059(NAD 83)
 DD1046_MARKER: DB = BENCH MARK DISK
 DD1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1046_SP_SET: CONCRETE POST
 DD1046_STAMPING: VERT 45 096 1982
 DD1046_MARK LOGO: SCGS  
 DD1046_PROJECTION: FLUSH
 DD1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1046
 DD1046  HISTORY     - Date     Condition        Report By
 DD1046  HISTORY     - 1982     MONUMENTED       SCGS
 DD1046
 DD1046                          STATION DESCRIPTION
 DD1046
 DD1046'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1046'11.3 KM (7.0 MI) NW FROM ANDREWS.
 DD1046'10.9 KILOMETERS (6.8 MILES) NORTH ALONG U.S. HIGHWAY 521, FROM
 DD1046'THE SOUTH CAROLINA NATIONAL GUARD ARMORY ON THE NORTH SIDE OF
 DD1046'ANDREWS, THENCE 3.3 KILOMETERS (2.05 MILE) SOUTHWEST ALONG COUNTY
 DD1046'ROAD S-45-629, SET NEAR A WIRE FENCE, WHERE THE POWERLINES CROSS
 DD1046'THE ROAD, 43.3 METERS (142.0 FEET) SOUTH-SOUTHEAST OF A POWER
 DD1046'POLE, 13.2 METERS (43.4 FEET) EAST OF THE CENTER LINE OF COUNTY
 DD1046'ROAD S-45-629, 19.6 METERS (64.5 FEET) NORTH-NORTHEAST OF THE
 DD1046'CORNER OF THE FENCE, 3.4 METERS (11.0 FEET) SOUTHWEST OF A 24
 DD1046'INCH BLAZED PINE TREE.
 DD1046'THE MARK IS 0.50 METERS  W FROM A WITNESS POST.
 DD1046'THE MARK IS 0.30 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1073 ***********************************************************************
 DD1073  DESIGNATION -  45 097
 DD1073  PID         -  DD1073
 DD1073  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1073  USGS QUAD   -  TRIO (1973)
 DD1073
 DD1073                         *CURRENT SURVEY CONTROL
 DD1073  ___________________________________________________________________
 DD1073* NAD 83(1986)-  33 29 09.     (N)    079 43 01.     (W)     SCALED    
 DD1073* NAVD 88     -        16.787  (meters)      55.08   (feet)  ADJUSTED  
 DD1073  ___________________________________________________________________
 DD1073  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DD1073  DYNAMIC HT  -          16.769 (meters)      55.02  (feet)  COMP
 DD1073  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 DD1073
 DD1073  VERT ORDER  -  FIRST     CLASS II
 DD1073
 DD1073.The horizontal coordinates were scaled from a topographic map and have
 DD1073.an estimated accuracy of +/- 6 seconds.
 DD1073
 DD1073.The orthometric height was determined by differential leveling
 DD1073.and adjusted by the National Geodetic Survey in June 1991..
 DD1073
 DD1073.The geoid height was determined by GEOID03.
 DD1073
 DD1073.The dynamic height is computed by dividing the NAVD 88
 DD1073.geopotential number by the normal gravity value computed on the
 DD1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1073.degrees latitude (g = 980.6199 gals.).
 DD1073
 DD1073.The modeled gravity was interpolated from observed gravity values.
 DD1073
 DD1073;                    North         East    Units  Estimated Accuracy
 DD1073;SPC SC       -   184,000.      728,820.      MT  (+/- 180 meters Scaled)
 DD1073
 DD1073                          SUPERSEDED SURVEY CONTROL
 DD1073
 DD1073  NGVD 29 (03/21/89)   17.086  (m)           56.06   (f) ADJUSTED    1 2
 DD1073
 DD1073.Superseded values are not recommended for survey control.
 DD1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1073.See file dsdata.txt to determine how the superseded data were derived.
 DD1073
 DD1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT192058(NAD 83)
 DD1073_MARKER: DB = BENCH MARK DISK
 DD1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1073_SP_SET: CONCRETE POST
 DD1073_STAMPING: VERT 45 097 1982
 DD1073_MARK LOGO: SCGS  
 DD1073_PROJECTION: FLUSH
 DD1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1073
 DD1073  HISTORY     - Date     Condition        Report By
 DD1073  HISTORY     - 1982     MONUMENTED       SCGS
 DD1073
 DD1073                          STATION DESCRIPTION
 DD1073
 DD1073'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1073'15.2 KM (9.45 MI) NW FROM ANDREWS.
 DD1073'15.2 KILOMETERS (9.45 MILES) NORTHWEST ALONG COUNTY ROAD (S-22-16,
 DD1073'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, SET IN
 DD1073'A GRASSY MEDIAN BETWEEN COUNTY ROADS S-45-16 AND S-45-247,
 DD1073'31.7 METERS (104.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER
 DD1073'OF COUNTY ROAD S-45-50, 13.1 METERS (43.0 FEET) NORTH-NORTHEAST
 DD1073'OF THE APPROXIMATE CENTER OF COUNTY ROAD S-45-247, 11.1 METERS
 DD1073'(36.5 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE OF COUNTY ROAD
 DD1073'S-45-16 AND 5.8 METERS (19.0 FEET) WEST-NORTHWEST OF A POWER POLE
 DD1073'WITH SIX POWER LINES CROSSING THE ROAD.
 DD1073'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1098 ***********************************************************************
 DD1098  DESIGNATION -  45 098
 DD1098  PID         -  DD1098
 DD1098  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1098  USGS QUAD   -  ANDREWS (1973)
 DD1098
 DD1098                         *CURRENT SURVEY CONTROL
 DD1098  ___________________________________________________________________
 DD1098* NAD 83(1986)-  33 27 15.     (N)    079 35 05.     (W)     SCALED    
 DD1098* NAVD 88     -         9.662  (meters)      31.70   (feet)  ADJUSTED  
 DD1098  ___________________________________________________________________
 DD1098  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DD1098  DYNAMIC HT  -           9.651 (meters)      31.66  (feet)  COMP
 DD1098  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DD1098
 DD1098  VERT ORDER  -  FIRST     CLASS II
 DD1098
 DD1098.The horizontal coordinates were scaled from a topographic map and have
 DD1098.an estimated accuracy of +/- 6 seconds.
 DD1098
 DD1098.The orthometric height was determined by differential leveling
 DD1098.and adjusted by the National Geodetic Survey in June 1991..
 DD1098
 DD1098.The geoid height was determined by GEOID03.
 DD1098
 DD1098.The dynamic height is computed by dividing the NAVD 88
 DD1098.geopotential number by the normal gravity value computed on the
 DD1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1098.degrees latitude (g = 980.6199 gals.).
 DD1098
 DD1098.The modeled gravity was interpolated from observed gravity values.
 DD1098
 DD1098;                    North         East    Units  Estimated Accuracy
 DD1098;SPC SC       -   180,650.      741,150.      MT  (+/- 180 meters Scaled)
 DD1098
 DD1098                          SUPERSEDED SURVEY CONTROL
 DD1098
 DD1098  NGVD 29 (03/21/89)    9.963  (m)           32.69   (f) ADJUSTED    1 2
 DD1098
 DD1098.Superseded values are not recommended for survey control.
 DD1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1098.See file dsdata.txt to determine how the superseded data were derived.
 DD1098
 DD1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT315025(NAD 83)
 DD1098_MARKER: DB = BENCH MARK DISK
 DD1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1098_SP_SET: CONCRETE POST
 DD1098_STAMPING: VERT 45 098 1982
 DD1098_MARK LOGO: SCGS  
 DD1098_PROJECTION: RECESSED 7 CENTIMETERS
 DD1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1098
 DD1098  HISTORY     - Date     Condition        Report By
 DD1098  HISTORY     - 1982     MONUMENTED       SCGS
 DD1098
 DD1098                          STATION DESCRIPTION
 DD1098
 DD1098'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1098'2.2 KM (1.4 MI) NW FROM ANDREWS.
 DD1098'2.2 KILOMETERS (1.4 MILES) NORTHWEST ALONG COUNTY ROAD (S-45-16,
 DD1098'S-22-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, SET IN
 DD1098'THE FRONT YARD OF A ONE STORY BRICK HOUSE, 32.3 METERS (106.0 FEET)
 DD1098'SOUTH OF THE SOUTHEAST CORNER OF THE BRICK HOUSE, 22.6 METERS
 DD1098'(74.0 FEET) NORTH-NORTHEAST OF THE CENTER LINE OF COUNTY ROAD
 DD1098'S-45-16, 6.4 METERS (21.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 DD1098'CENTER OF A SAND DRIVE LEADING TO THE HOUSE, 5.5 METERS
 DD1098'(18.0 FEET) WEST-NORTHWEST OF THE EDGE OF THE TIMBER LINE.
 DD1098'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-45-16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1084 ***********************************************************************
 DD1084  DESIGNATION -  45 099
 DD1084  PID         -  DD1084
 DD1084  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1084  USGS QUAD   -  TRIO (1973)
 DD1084
 DD1084                         *CURRENT SURVEY CONTROL
 DD1084  ___________________________________________________________________
 DD1084* NAD 83(1986)-  33 27 00.     (N)    079 38 15.     (W)     SCALED    
 DD1084* NAVD 88     -        11.825  (meters)      38.80   (feet)  ADJUSTED  
 DD1084  ___________________________________________________________________
 DD1084  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DD1084  DYNAMIC HT  -          11.813 (meters)      38.76  (feet)  COMP
 DD1084  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DD1084
 DD1084  VERT ORDER  -  FIRST     CLASS II
 DD1084
 DD1084.The horizontal coordinates were scaled from a topographic map and have
 DD1084.an estimated accuracy of +/- 6 seconds.
 DD1084
 DD1084.The orthometric height was determined by differential leveling
 DD1084.and adjusted by the National Geodetic Survey in June 1991..
 DD1084
 DD1084.The geoid height was determined by GEOID03.
 DD1084
 DD1084.The dynamic height is computed by dividing the NAVD 88
 DD1084.geopotential number by the normal gravity value computed on the
 DD1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1084.degrees latitude (g = 980.6199 gals.).
 DD1084
 DD1084.The modeled gravity was interpolated from observed gravity values.
 DD1084
 DD1084;                    North         East    Units  Estimated Accuracy
 DD1084;SPC SC       -   180,120.      736,250.      MT  (+/- 180 meters Scaled)
 DD1084
 DD1084                          SUPERSEDED SURVEY CONTROL
 DD1084
 DD1084  NGVD 29 (03/21/89)   12.126  (m)           39.78   (f) ADJUSTED    1 2
 DD1084
 DD1084.Superseded values are not recommended for survey control.
 DD1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1084.See file dsdata.txt to determine how the superseded data were derived.
 DD1084
 DD1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT266020(NAD 83)
 DD1084_MARKER: DB = BENCH MARK DISK
 DD1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1084_SP_SET: CONCRETE POST
 DD1084_STAMPING: VERT 45 099 1982
 DD1084_MARK LOGO: SCGS  
 DD1084_PROJECTION: FLUSH
 DD1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1084
 DD1084  HISTORY     - Date     Condition        Report By
 DD1084  HISTORY     - 1982     MONUMENTED       SCGS
 DD1084
 DD1084                          STATION DESCRIPTION
 DD1084
 DD1084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1084'8.0 KM (5.0 MI) NW FROM ANDREWS.
 DD1084'7.1 KILOMETERS (4.45 MILES) NORTHWEST ALONG COUNTY ROAD (S-22-16,
 DD1084'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1084'1.8 KILOMETERS (1.15 MILES) SOUTH ALONG COUNTY ROAD S-45-122, SET
 DD1084'IN THE WOODS ACROSS FROM A FIELD, 10.7 METERS (35.0 FEET) EAST
 DD1084'SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-45-16,
 DD1084'8.8 METERS (29.0 FEET) SOUTH-SOUTHWEST OF A 12 INCH BLAZED PINE
 DD1084'TREE, 8.4 METERS (27.5 FEET) NORTH-NORTHWEST OF A 12 INCH BLAZED
 DD1084'PINE TREE.
 DD1084'THE MARK IS 1.20 METERS  WNW FROM A WITNESS POST.
 DD1084'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-122.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1083 ***********************************************************************
 DD1083  DESIGNATION -  45 100
 DD1083  PID         -  DD1083
 DD1083  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1083  USGS QUAD   -  TRIO (1973)
 DD1083
 DD1083                         *CURRENT SURVEY CONTROL
 DD1083  ___________________________________________________________________
 DD1083* NAD 83(1986)-  33 26 08.     (N)    079 38 25.     (W)     SCALED    
 DD1083* NAVD 88     -        10.480  (meters)      34.38   (feet)  ADJUSTED  
 DD1083  ___________________________________________________________________
 DD1083  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DD1083  DYNAMIC HT  -          10.469 (meters)      34.35  (feet)  COMP
 DD1083  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 DD1083
 DD1083  VERT ORDER  -  FIRST     CLASS II
 DD1083
 DD1083.The horizontal coordinates were scaled from a topographic map and have
 DD1083.an estimated accuracy of +/- 6 seconds.
 DD1083
 DD1083.The orthometric height was determined by differential leveling
 DD1083.and adjusted by the National Geodetic Survey in June 1991..
 DD1083
 DD1083.The geoid height was determined by GEOID03.
 DD1083
 DD1083.The dynamic height is computed by dividing the NAVD 88
 DD1083.geopotential number by the normal gravity value computed on the
 DD1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1083.degrees latitude (g = 980.6199 gals.).
 DD1083
 DD1083.The modeled gravity was interpolated from observed gravity values.
 DD1083
 DD1083;                    North         East    Units  Estimated Accuracy
 DD1083;SPC SC       -   178,510.      736,010.      MT  (+/- 180 meters Scaled)
 DD1083
 DD1083                          SUPERSEDED SURVEY CONTROL
 DD1083
 DD1083  NGVD 29 (03/21/89)   10.780  (m)           35.37   (f) ADJUSTED    1 2
 DD1083
 DD1083.Superseded values are not recommended for survey control.
 DD1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1083.See file dsdata.txt to determine how the superseded data were derived.
 DD1083
 DD1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT263004(NAD 83)
 DD1083_MARKER: DB = BENCH MARK DISK
 DD1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1083_SP_SET: CONCRETE POST
 DD1083_STAMPING: VERT 45 100 1982
 DD1083_MARK LOGO: SCGS  
 DD1083_PROJECTION: FLUSH
 DD1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1083
 DD1083  HISTORY     - Date     Condition        Report By
 DD1083  HISTORY     - 1982     MONUMENTED       SCGS
 DD1083
 DD1083                          STATION DESCRIPTION
 DD1083
 DD1083'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1083'9.6 KM (6.0 MI) NW FROM ANDREWS.
 DD1083'7.1 KILOMETERS (4.45 MILES) NORTHWEST ALONG COUNTY ROADS (S-22-16,
 DD1083'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1083'3.4 KILOMETERS (2.15 MILES) SOUTH ALONG COUNTY ROAD S-45-122, SET
 DD1083'IN THE FRONT YARD OF A TWO STORY HOUSE, 38.6 METERS (126.8 FEET)
 DD1083'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 23.5 METERS
 DD1083'(77.0 FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A SAND
 DD1083'DRIVE LEADING TO THE HOUSE, 11.9 METERS (39.0 FEET) EAST-SOUTHEAST
 DD1083'OF THE APPROXIMATE CENTER OF COUNTY ROAD S-45-122, 8.2 METERS
 DD1083'(27.0 FEET) SOUTH-SOUTHWEST OF A CORNER OF A WIRE FENCE.
 DD1083'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-45-122.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1082 ***********************************************************************
 DD1082  DESIGNATION -  45 101
 DD1082  PID         -  DD1082
 DD1082  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1082  USGS QUAD   -  TRIO (1973)
 DD1082
 DD1082                         *CURRENT SURVEY CONTROL
 DD1082  ___________________________________________________________________
 DD1082* NAD 83(1986)-  33 25 17.     (N)    079 38 36.     (W)     SCALED    
 DD1082* NAVD 88     -        11.549  (meters)      37.89   (feet)  ADJUSTED  
 DD1082  ___________________________________________________________________
 DD1082  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DD1082  DYNAMIC HT  -          11.537 (meters)      37.85  (feet)  COMP
 DD1082  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 DD1082
 DD1082  VERT ORDER  -  FIRST     CLASS II
 DD1082
 DD1082.The horizontal coordinates were scaled from a topographic map and have
 DD1082.an estimated accuracy of +/- 6 seconds.
 DD1082
 DD1082.The orthometric height was determined by differential leveling
 DD1082.and adjusted by the National Geodetic Survey in June 1991..
 DD1082
 DD1082.The geoid height was determined by GEOID03.
 DD1082
 DD1082.The dynamic height is computed by dividing the NAVD 88
 DD1082.geopotential number by the normal gravity value computed on the
 DD1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1082.degrees latitude (g = 980.6199 gals.).
 DD1082
 DD1082.The modeled gravity was interpolated from observed gravity values.
 DD1082
 DD1082;                    North         East    Units  Estimated Accuracy
 DD1082;SPC SC       -   176,940.      735,750.      MT  (+/- 180 meters Scaled)
 DD1082
 DD1082                          SUPERSEDED SURVEY CONTROL
 DD1082
 DD1082  NGVD 29 (03/21/89)   11.849  (m)           38.87   (f) ADJUSTED    1 2
 DD1082
 DD1082.Superseded values are not recommended for survey control.
 DD1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1082.See file dsdata.txt to determine how the superseded data were derived.
 DD1082
 DD1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS261988(NAD 83)
 DD1082_MARKER: DB = BENCH MARK DISK
 DD1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1082_SP_SET: CONCRETE POST
 DD1082_STAMPING: VERT 45 101 1982
 DD1082_MARK LOGO: SCGS  
 DD1082_PROJECTION: FLUSH
 DD1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1082
 DD1082  HISTORY     - Date     Condition        Report By
 DD1082  HISTORY     - 1982     MONUMENTED       SCGS
 DD1082
 DD1082                          STATION DESCRIPTION
 DD1082
 DD1082'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1082'11.3 KM (7.0 MI) NW FROM ANDREWS.
 DD1082'7.1 KILOMETERS (4.45 MILES) NORTHWEST ALONG COUNTY ROAD (S-22-16,
 DD1082'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1082'5.0 KILOMETERS (3.15 MILES) SOUTH ALONG COUNTY ROAD S-45-122, SET
 DD1082'ON THE WEST SIDE OF THE OAK RIDGE PENTECOSTAL HOLINESS CHURCH, 17.5
 DD1082'METERS (57.8 FEET) WEST-SOUTHWEST OF THE WEST FACE OF THE CHURCH,
 DD1082'24.5 METERS (80.5 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER
 DD1082'OF COUNTY ROAD S-45-574, 8.1 METERS (26.6 FEET) SOUTH OF THE
 DD1082'SOUTHWEST CORNER OF THE CLASS ROOM FOR THE CHURCH, 0.9 METER
 DD1082'(3.0 FEET) EAST OF A POWER POLE WITH A STREET LIGHT.
 DD1082'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1081 ***********************************************************************
 DD1081  DESIGNATION -  45 102
 DD1081  PID         -  DD1081
 DD1081  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1081  USGS QUAD   -  TRIO (1973)
 DD1081
 DD1081                         *CURRENT SURVEY CONTROL
 DD1081  ___________________________________________________________________
 DD1081* NAD 83(1986)-  33 25 33.     (N)    079 39 33.     (W)     SCALED    
 DD1081* NAVD 88     -        12.123  (meters)      39.77   (feet)  ADJUSTED  
 DD1081  ___________________________________________________________________
 DD1081  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DD1081  DYNAMIC HT  -          12.110 (meters)      39.73  (feet)  COMP
 DD1081  MODELED GRAV-     979,572.0   (mgal)                       NAVD 88
 DD1081
 DD1081  VERT ORDER  -  FIRST     CLASS II
 DD1081
 DD1081.The horizontal coordinates were scaled from a topographic map and have
 DD1081.an estimated accuracy of +/- 6 seconds.
 DD1081
 DD1081.The orthometric height was determined by differential leveling
 DD1081.and adjusted by the National Geodetic Survey in June 1991..
 DD1081
 DD1081.The geoid height was determined by GEOID03.
 DD1081
 DD1081.The dynamic height is computed by dividing the NAVD 88
 DD1081.geopotential number by the normal gravity value computed on the
 DD1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1081.degrees latitude (g = 980.6199 gals.).
 DD1081
 DD1081.The modeled gravity was interpolated from observed gravity values.
 DD1081
 DD1081;                    North         East    Units  Estimated Accuracy
 DD1081;SPC SC       -   177,410.      734,270.      MT  (+/- 180 meters Scaled)
 DD1081
 DD1081                          SUPERSEDED SURVEY CONTROL
 DD1081
 DD1081  NGVD 29 (03/21/89)   12.422  (m)           40.75   (f) ADJUSTED    1 2
 DD1081
 DD1081.Superseded values are not recommended for survey control.
 DD1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1081.See file dsdata.txt to determine how the superseded data were derived.
 DD1081
 DD1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS246993(NAD 83)
 DD1081_MARKER: DB = BENCH MARK DISK
 DD1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1081_SP_SET: CONCRETE POST
 DD1081_STAMPING: VERT 45 102 1982
 DD1081_MARK LOGO: SCGS  
 DD1081_PROJECTION: FLUSH
 DD1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1081
 DD1081  HISTORY     - Date     Condition        Report By
 DD1081  HISTORY     - 1982     MONUMENTED       SCGS
 DD1081
 DD1081                          STATION DESCRIPTION
 DD1081
 DD1081'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1081'12.9 KM (8.0 MI) NW FROM ANDREWS.
 DD1081'7.1 KILOMETERS (4.45 MILES) NORTHWEST ALONG COUNTY ROADS (S-22-16,
 DD1081'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1081'5.0 KILOMETERS (3.15 MILES) SOUTH ALONG COUNTY ROAD S-45-16, THENCE
 DD1081'1.6 KILOMETERS (1.0 MILE) NORTHWEST ALONG COUNTY ROAD S-45-574, SET
 DD1081'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A SAND DRIVE, 9.6
 DD1081'METERS (31.5 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 DD1081'COUNTY ROAD S-45-574, 6.6 METERS (21.5 FEET) EAST OF THE APPROXIMATE
 DD1081'CENTER OF THE SAND DRIVE, 1.7 METERS (5.6 FEET) NORTH-NORTHEAST OF
 DD1081'A POWER POLE, 0.7 METER (2.5 FEET) WEST-NORTHWEST OF A PHONE
 DD1081'JUNCTION BOX WITH THE WITNESS SIGN ATTACHED.
 DD1081'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1080 ***********************************************************************
 DD1080  DESIGNATION -  45 103
 DD1080  PID         -  DD1080
 DD1080  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1080  USGS QUAD   -  TRIO (1973)
 DD1080
 DD1080                         *CURRENT SURVEY CONTROL
 DD1080  ___________________________________________________________________
 DD1080* NAD 83(1986)-  33 25 39.     (N)    079 40 35.     (W)     SCALED    
 DD1080* NAVD 88     -        12.940  (meters)      42.45   (feet)  ADJUSTED  
 DD1080  ___________________________________________________________________
 DD1080  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DD1080  DYNAMIC HT  -          12.926 (meters)      42.41  (feet)  COMP
 DD1080  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 DD1080
 DD1080  VERT ORDER  -  FIRST     CLASS II
 DD1080
 DD1080.The horizontal coordinates were scaled from a topographic map and have
 DD1080.an estimated accuracy of +/- 6 seconds.
 DD1080
 DD1080.The orthometric height was determined by differential leveling
 DD1080.and adjusted by the National Geodetic Survey in June 1991..
 DD1080
 DD1080.The geoid height was determined by GEOID03.
 DD1080
 DD1080.The dynamic height is computed by dividing the NAVD 88
 DD1080.geopotential number by the normal gravity value computed on the
 DD1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1080.degrees latitude (g = 980.6199 gals.).
 DD1080
 DD1080.The modeled gravity was interpolated from observed gravity values.
 DD1080
 DD1080;                    North         East    Units  Estimated Accuracy
 DD1080;SPC SC       -   177,580.      732,670.      MT  (+/- 180 meters Scaled)
 DD1080
 DD1080                          SUPERSEDED SURVEY CONTROL
 DD1080
 DD1080  NGVD 29 (03/21/89)   13.239  (m)           43.44   (f) ADJUSTED    1 2
 DD1080
 DD1080.Superseded values are not recommended for survey control.
 DD1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1080.See file dsdata.txt to determine how the superseded data were derived.
 DD1080
 DD1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS230994(NAD 83)
 DD1080_MARKER: DB = BENCH MARK DISK
 DD1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1080_SP_SET: CONCRETE POST
 DD1080_STAMPING: VERT 45 103 1982
 DD1080_MARK LOGO: SCGS  
 DD1080_PROJECTION: FLUSH
 DD1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1080
 DD1080  HISTORY     - Date     Condition        Report By
 DD1080  HISTORY     - 1982     MONUMENTED       SCGS
 DD1080
 DD1080                          STATION DESCRIPTION
 DD1080
 DD1080'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1080'14.5 KM (9.0 MI) NW FROM ANDREWS.
 DD1080'14.5 KILOMETERS (9.0 MILES) NORTHWEST ALONG COUNTY ROAD (S-22-16,
 DD1080'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1080'7.7 KILOMETERS (4.8 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-574,
 DD1080'SET IN THE SOUTH ANGLE OF THE INTERSECTION OF A SAND ROAD, 24.4 METERS
 DD1080'(80.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 DD1080'S-45-574, 8.5 METERS (28.0 FEET) SOUTHEAST OF THE APPROXIMATE
 DD1080'CENTER OF THE SAND ROAD, 4.9 METERS (16.0 FEET) NORTHWEST OF A
 DD1080'12 INCH BLAZED PINE TREE.
 DD1080'THE MARK IS 0.70 METERS  NE FROM A WITNESS POST.
 DD1080'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1079 ***********************************************************************
 DD1079  DESIGNATION -  45 104
 DD1079  PID         -  DD1079
 DD1079  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1079  USGS QUAD   -  TRIO (1973)
 DD1079
 DD1079                         *CURRENT SURVEY CONTROL
 DD1079  ___________________________________________________________________
 DD1079* NAD 83(1986)-  33 26 23.     (N)    079 41 13.     (W)     SCALED    
 DD1079* NAVD 88     -        15.479  (meters)      50.78   (feet)  ADJUSTED  
 DD1079  ___________________________________________________________________
 DD1079  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DD1079  DYNAMIC HT  -          15.463 (meters)      50.73  (feet)  COMP
 DD1079  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 DD1079
 DD1079  VERT ORDER  -  FIRST     CLASS II
 DD1079
 DD1079.The horizontal coordinates were scaled from a topographic map and have
 DD1079.an estimated accuracy of +/- 6 seconds.
 DD1079
 DD1079.The orthometric height was determined by differential leveling
 DD1079.and adjusted by the National Geodetic Survey in June 1991..
 DD1079
 DD1079.The geoid height was determined by GEOID03.
 DD1079
 DD1079.The dynamic height is computed by dividing the NAVD 88
 DD1079.geopotential number by the normal gravity value computed on the
 DD1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1079.degrees latitude (g = 980.6199 gals.).
 DD1079
 DD1079.The modeled gravity was interpolated from observed gravity values.
 DD1079
 DD1079;                    North         East    Units  Estimated Accuracy
 DD1079;SPC SC       -   178,920.      731,670.      MT  (+/- 180 meters Scaled)
 DD1079
 DD1079                          SUPERSEDED SURVEY CONTROL
 DD1079
 DD1079  NGVD 29 (03/21/89)   15.779  (m)           51.77   (f) ADJUSTED    1 2
 DD1079
 DD1079.Superseded values are not recommended for survey control.
 DD1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1079.See file dsdata.txt to determine how the superseded data were derived.
 DD1079
 DD1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT220008(NAD 83)
 DD1079_MARKER: DB = BENCH MARK DISK
 DD1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1079_SP_SET: CONCRETE POST
 DD1079_STAMPING: VERT 45 104 1982
 DD1079_MARK LOGO: SCGS  
 DD1079_PROJECTION: FLUSH
 DD1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1079
 DD1079  HISTORY     - Date     Condition        Report By
 DD1079  HISTORY     - 1982     MONUMENTED       SCGS
 DD1079
 DD1079                          STATION DESCRIPTION
 DD1079
 DD1079'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1079'16.1 KM (10.0 MI) NW FROM ANDREWS.
 DD1079'14.5 KILOMETERS (9.0 MILES) NORTHWEST ALONG COUNTY ROAD (S-22-16,
 DD1079'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1079'5.9 KILOMETERS (3.65 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-574,
 DD1079'SET NEAR A POWER POLE IN THE FRONT YARD OF A CHURCH AT THE
 DD1079'INTERSECTION OF COUNTY ROAD S-45-495, 24.2 METERS (79.7 FEET) EAST OF
 DD1079'THE APPROXIMATE CENTER OF COUNTY ROAD S-45-574, 35.5 METERS (116.6
 DD1079'FEET) NORTH OF THE APPROXIMATE CENTER OF A SIX FOOT BY SIX FOOT WELL
 DD1079'HOUSE, 17.2 METERS (56.8 FEET) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 DD1079'OF THE CHURCH, 0.9 METER (3.0 FEET) WEST-SOUTHWEST OF A POWER POLE
 DD1079'WITH A STREET LIGHT.
 DD1079'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1078 ***********************************************************************
 DD1078  DESIGNATION -  45 105
 DD1078  PID         -  DD1078
 DD1078  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1078  USGS QUAD   -  TRIO (1973)
 DD1078
 DD1078                         *CURRENT SURVEY CONTROL
 DD1078  ___________________________________________________________________
 DD1078* NAD 83(1986)-  33 27 15.     (N)    079 41 11.     (W)     SCALED    
 DD1078* NAVD 88     -        15.091  (meters)      49.51   (feet)  ADJUSTED  
 DD1078  ___________________________________________________________________
 DD1078  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DD1078  DYNAMIC HT  -          15.075 (meters)      49.46  (feet)  COMP
 DD1078  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DD1078
 DD1078  VERT ORDER  -  FIRST     CLASS II
 DD1078
 DD1078.The horizontal coordinates were scaled from a topographic map and have
 DD1078.an estimated accuracy of +/- 6 seconds.
 DD1078
 DD1078.The orthometric height was determined by differential leveling
 DD1078.and adjusted by the National Geodetic Survey in June 1991..
 DD1078
 DD1078.The geoid height was determined by GEOID03.
 DD1078
 DD1078.The dynamic height is computed by dividing the NAVD 88
 DD1078.geopotential number by the normal gravity value computed on the
 DD1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1078.degrees latitude (g = 980.6199 gals.).
 DD1078
 DD1078.The modeled gravity was interpolated from observed gravity values.
 DD1078
 DD1078;                    North         East    Units  Estimated Accuracy
 DD1078;SPC SC       -   180,520.      731,700.      MT  (+/- 180 meters Scaled)
 DD1078
 DD1078                          SUPERSEDED SURVEY CONTROL
 DD1078
 DD1078  NGVD 29 (03/21/89)   15.391  (m)           50.50   (f) ADJUSTED    1 2
 DD1078
 DD1078.Superseded values are not recommended for survey control.
 DD1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1078.See file dsdata.txt to determine how the superseded data were derived.
 DD1078
 DD1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT220024(NAD 83)
 DD1078_MARKER: DB = BENCH MARK DISK
 DD1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1078_SP_SET: CONCRETE POST
 DD1078_STAMPING: VERT 45 105 1982
 DD1078_MARK LOGO: SCGS  
 DD1078_PROJECTION: FLUSH
 DD1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1078
 DD1078  HISTORY     - Date     Condition        Report By
 DD1078  HISTORY     - 1982     MONUMENTED       SCGS
 DD1078
 DD1078                          STATION DESCRIPTION
 DD1078
 DD1078'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1078'16.1 KM (10.0 MI) NW FROM ANDREWS.
 DD1078'14.5 KILOMETERS (9.0 MILES) NORTHWEST ALONG COUNTY ROAD (S-22-16
 DD1078'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1078'4.2 KILOMETERS (2.65 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-574, SET
 DD1078'IN THE FRONT YARD OF A ONE STORY BLOCK HOUSE, 39.0 METERS (128.0 FEET)
 DD1078'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 10.1 METERS
 DD1078'(33.0 FEET) EAST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-45-574,
 DD1078'19.5 METERS (64.0 FEET) SOUTHWEST OF A LONE SIXTY INCH PINE TREE,
 DD1078'3.4 METERS (11.0 FEET) SOUTH OF THE APPROXIATE CENTER OF A SAND
 DD1078'DRIVE LEADING TO THE HOUSE.
 DD1078'THE MARK IS 0.30 M BELOW COUNTY ROAD S-45-574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1074 ***********************************************************************
 DD1074  DESIGNATION -  45 106
 DD1074  PID         -  DD1074
 DD1074  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1074  USGS QUAD   -  TRIO (1973)
 DD1074
 DD1074                         *CURRENT SURVEY CONTROL
 DD1074  ___________________________________________________________________
 DD1074* NAD 83(1986)-  33 28 44.     (N)    079 42 33.     (W)     SCALED    
 DD1074* NAVD 88     -        16.863  (meters)      55.32   (feet)  ADJUSTED  
 DD1074  ___________________________________________________________________
 DD1074  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DD1074  DYNAMIC HT  -          16.845 (meters)      55.27  (feet)  COMP
 DD1074  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 DD1074
 DD1074  VERT ORDER  -  FIRST     CLASS II
 DD1074
 DD1074.The horizontal coordinates were scaled from a topographic map and have
 DD1074.an estimated accuracy of +/- 6 seconds.
 DD1074
 DD1074.The orthometric height was determined by differential leveling
 DD1074.and adjusted by the National Geodetic Survey in June 1991..
 DD1074
 DD1074.The geoid height was determined by GEOID03.
 DD1074
 DD1074.The dynamic height is computed by dividing the NAVD 88
 DD1074.geopotential number by the normal gravity value computed on the
 DD1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1074.degrees latitude (g = 980.6199 gals.).
 DD1074
 DD1074.The modeled gravity was interpolated from observed gravity values.
 DD1074
 DD1074;                    North         East    Units  Estimated Accuracy
 DD1074;SPC SC       -   183,240.      729,550.      MT  (+/- 180 meters Scaled)
 DD1074
 DD1074                          SUPERSEDED SURVEY CONTROL
 DD1074
 DD1074  NGVD 29 (03/21/89)   17.162  (m)           56.31   (f) ADJUSTED    1 2
 DD1074
 DD1074.Superseded values are not recommended for survey control.
 DD1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1074.See file dsdata.txt to determine how the superseded data were derived.
 DD1074
 DD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT199051(NAD 83)
 DD1074_MARKER: DB = BENCH MARK DISK
 DD1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1074_SP_SET: CONCRETE POST
 DD1074_STAMPING: VERT 45 106 1982
 DD1074_MARK LOGO: SCGS  
 DD1074_PROJECTION: FLUSH
 DD1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1074
 DD1074  HISTORY     - Date     Condition        Report By
 DD1074  HISTORY     - 1982     MONUMENTED       SCGS
 DD1074
 DD1074                          STATION DESCRIPTION
 DD1074
 DD1074'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1074'14.5 KM (9.0 MI) NW FROM ANDREWS.
 DD1074'14.5 KILOMETERS (9.0 MILES) NORTHWEST ALONG COUNTY ROAD (S-22-16,
 DD1074'S-45-16), FROM THE JUNCTION OF STATE HIGHWAY 41 IN ANDREWS, THENCE
 DD1074'0.7 KILOMETER (0.45 MILE) SOUTHEAST ALONG COUNTY ROAD S-45-574,
 DD1074'SET NEAR A POWER POLE AT THE INTERSECTION OF A SAND ROAD, 10.8 METERS
 DD1074'(35.3 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 DD1074'S-45-574, 14.5 METERS (47.5 FEET) SOUTH-SOUTHWEST OF A TWELVE INCH
 DD1074'BLAZED PINE TREE AND 2.1 METERS (7.0 FEET) NORTH-NORTHWEST A POWER
 DD1074'POLE.
 DD1074'THE MARK IS 0.80 METERS  W FROM A WITNESS POST.
 DD1074'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-45-574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1148 ***********************************************************************
 DD1148  DESIGNATION -  45 106 RESET
 DD1148  PID         -  DD1148
 DD1148  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1148  USGS QUAD   -  JAMESTOWN (1973)
 DD1148
 DD1148                         *CURRENT SURVEY CONTROL
 DD1148  ___________________________________________________________________
 DD1148* NAD 83(1986)-  33 18 41.     (N)    079 40 23.     (W)     SCALED    
 DD1148* NAVD 88     -        12.614  (meters)      41.38   (feet)  ADJUSTED  
 DD1148  ___________________________________________________________________
 DD1148  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DD1148  DYNAMIC HT  -          12.601 (meters)      41.34  (feet)  COMP
 DD1148  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DD1148
 DD1148  VERT ORDER  -  FIRST     CLASS II
 DD1148
 DD1148.The horizontal coordinates were scaled from a topographic map and have
 DD1148.an estimated accuracy of +/- 6 seconds.
 DD1148
 DD1148.The orthometric height was determined by differential leveling
 DD1148.and adjusted by the National Geodetic Survey in June 1991..
 DD1148
 DD1148.The geoid height was determined by GEOID03.
 DD1148
 DD1148.The dynamic height is computed by dividing the NAVD 88
 DD1148.geopotential number by the normal gravity value computed on the
 DD1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1148.degrees latitude (g = 980.6199 gals.).
 DD1148
 DD1148.The modeled gravity was interpolated from observed gravity values.
 DD1148
 DD1148;                    North         East    Units  Estimated Accuracy
 DD1148;SPC SC       -   164,710.      733,140.      MT  (+/- 180 meters Scaled)
 DD1148
 DD1148                          SUPERSEDED SURVEY CONTROL
 DD1148
 DD1148  NGVD 29 (03/21/89)   12.916  (m)           42.38   (f) ADJUSTED    1 2
 DD1148
 DD1148.Superseded values are not recommended for survey control.
 DD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1148.See file dsdata.txt to determine how the superseded data were derived.
 DD1148
 DD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS235865(NAD 83)
 DD1148_MARKER: DB = BENCH MARK DISK
 DD1148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1148_SP_SET: BRIDGE
 DD1148_STAMPING: VERT 45 106 1984
 DD1148_MARK LOGO: SCGS  
 DD1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1148
 DD1148  HISTORY     - Date     Condition        Report By
 DD1148  HISTORY     - 1984     MONUMENTED       SCGS
 DD1148  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1148
 DD1148                          STATION DESCRIPTION
 DD1148
 DD1148'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1148'3.5 KM (2.2 MI) NE FROM JAMESTOWN.
 DD1148'3.5 KILOMETERS (2.2 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1148'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, SET IN THE
 DD1148'NORTHWEST CORNER OF THE BRIDGE THAT CROSSES THE SANTEE RIVER.
 DD1148'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD1148
 DD1148                          STATION RECOVERY (2006)
 DD1148
 DD1148'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1148'SEARCHED 10 MINUTES, NEW BRIDGE COMPLETED IN 1998, PRESUMED DESTROYED
 DD1148'BY BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1141 ***********************************************************************
 DD1141  DESIGNATION -  45 107
 DD1141  PID         -  DD1141
 DD1141  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1141  USGS QUAD   -  TRIO (1973)
 DD1141
 DD1141                         *CURRENT SURVEY CONTROL
 DD1141  ___________________________________________________________________
 DD1141* NAD 83(1986)-  33 22 52.     (N)    079 37 46.     (W)     SCALED    
 DD1141* NAVD 88     -        10.797  (meters)      35.42   (feet)  ADJUSTED  
 DD1141  ___________________________________________________________________
 DD1141  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DD1141  DYNAMIC HT  -          10.786 (meters)      35.39  (feet)  COMP
 DD1141  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DD1141
 DD1141  VERT ORDER  -  FIRST     CLASS II
 DD1141
 DD1141.The horizontal coordinates were scaled from a topographic map and have
 DD1141.an estimated accuracy of +/- 6 seconds.
 DD1141
 DD1141.The orthometric height was determined by differential leveling
 DD1141.and adjusted by the National Geodetic Survey in June 1991..
 DD1141
 DD1141.The geoid height was determined by GEOID03.
 DD1141
 DD1141.The dynamic height is computed by dividing the NAVD 88
 DD1141.geopotential number by the normal gravity value computed on the
 DD1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1141.degrees latitude (g = 980.6199 gals.).
 DD1141
 DD1141.The modeled gravity was interpolated from observed gravity values.
 DD1141
 DD1141;                    North         East    Units  Estimated Accuracy
 DD1141;SPC SC       -   172,490.      737,100.      MT  (+/- 180 meters Scaled)
 DD1141
 DD1141                          SUPERSEDED SURVEY CONTROL
 DD1141
 DD1141  NGVD 29 (03/21/89)   11.099  (m)           36.41   (f) ADJUSTED    1 2
 DD1141
 DD1141.Superseded values are not recommended for survey control.
 DD1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1141.See file dsdata.txt to determine how the superseded data were derived.
 DD1141
 DD1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS274943(NAD 83)
 DD1141_MARKER: DD = SURVEY DISK
 DD1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1141_SP_SET: CONCRETE POST
 DD1141_STAMPING: VERT 45 107 1984
 DD1141_MARK LOGO: SCGS  
 DD1141_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1141_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1141+STABILITY: SURFACE MOTION
 DD1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1141+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1993
 DD1141
 DD1141  HISTORY     - Date     Condition        Report By
 DD1141  HISTORY     - 1984     MONUMENTED       SCGS
 DD1141  HISTORY     - 19931004 GOOD             SCGS
 DD1141
 DD1141                          STATION DESCRIPTION
 DD1141
 DD1141'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1141'11.0 KM (6.85 MI) SW FROM ANDREWS.
 DD1141'THE MARK IS 0.60 M BELOW HIGHWAY.
 DD1141'9.6 KILOMETERS (6.0 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1141'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 3.4
 DD1141'KILOMETERS (2.1 MILES) NORTHEAST ALONG STATE HIGHWAY 41, SET NEAR A
 DD1141'POWER POLE AT THE INTERSECTION OF A FIELD ROAD, THIS MARK ALSO MAY BE
 DD1141'REACHED BY GOING 11.0 KILOMETERS (6.85 MILES) SOUTHWESTERLY ALONG
 DD1141'STATE HIGHWAY 41 FROM THE POST OFFICE IN ANDREWS, 10.91 METERS (35.8
 DD1141'FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26.03 METERS
 DD1141'(85.4 FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE FIELD
 DD1141'ROAD, 0.91 METER (3.0 FEET) SOUTH-SOUTHWEST OF THE POWER POLE.
 DD1141'THE MARK IS 0.50 METERS  ESE FROM A WITNESS POST.
 DD1141
 DD1141                          STATION RECOVERY (1993)
 DD1141
 DD1141'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD1141'STATION IS LOCATED 7.55 MILES (12.15 KM) NORTH NORTHEAST OF JAMESTOWN,
 DD1141'6.25 MILES (10.06 KM) SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT,
 DD1141'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1141'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1141'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD1141'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO EAST
 DD1141'NORTHEAST ON HIGHWAY 41 FOR 2.05 MILES (3.30 KM) TO A FIELD ROAD LEFT
 DD1141'AND THE STATION IN THE NORTH ANGLE NEAR A POWER POLE. STATION IS A
 DD1141'CONCRETE POST PROJECTING 0.4 FOOT (12.2 CM) AND 2.0 FEET (0.6 M)
 DD1141'BELOW THE HIGHWAY, 35.5 FEET (10.8 M) WEST NORTHWEST OF THE CENTER OF
 DD1141'THE HIGHWAY, 3.0 FEET (0.9 M) SOUTH SOUTHWEST OF THE POWER POLE WITH
 DD1141'A SCGS REFERENCE WASHER ATTACHED, 90.0 FEET (27.4 M) NORTH NORTHEAST
 DD1141'OF THE CENTER OF THE FIELD ROAD, 43.1 FEET (13.1 M) NORTHEAST OF A
 DD1141'0.9-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 143.0 FEET
 DD1141'(43.6 M) NORTH OF A POWER POLE 8/AY1 ACROSS THE HIGHWAY, 1.7 FEET
 DD1141'(0.5 M) EAST SOUTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1135 ***********************************************************************
 DD1135  DESIGNATION -  45 108
 DD1135  PID         -  DD1135
 DD1135  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1135  USGS QUAD   -  ANDREWS (1973)
 DD1135
 DD1135                         *CURRENT SURVEY CONTROL
 DD1135  ___________________________________________________________________
 DD1135* NAD 83(1986)-  33 25 17.     (N)    079 35 47.     (W)     SCALED    
 DD1135* NAVD 88     -         8.990  (meters)      29.49   (feet)  ADJUSTED  
 DD1135  ___________________________________________________________________
 DD1135  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DD1135  DYNAMIC HT  -           8.981 (meters)      29.47  (feet)  COMP
 DD1135  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DD1135
 DD1135  VERT ORDER  -  FIRST     CLASS II
 DD1135
 DD1135.The horizontal coordinates were scaled from a topographic map and have
 DD1135.an estimated accuracy of +/- 6 seconds.
 DD1135
 DD1135.The orthometric height was determined by differential leveling
 DD1135.and adjusted by the National Geodetic Survey in June 1991..
 DD1135
 DD1135.The geoid height was determined by GEOID03.
 DD1135
 DD1135.The dynamic height is computed by dividing the NAVD 88
 DD1135.geopotential number by the normal gravity value computed on the
 DD1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1135.degrees latitude (g = 980.6199 gals.).
 DD1135
 DD1135.The modeled gravity was interpolated from observed gravity values.
 DD1135
 DD1135;                    North         East    Units  Estimated Accuracy
 DD1135;SPC SC       -   177,000.      740,120.      MT  (+/- 180 meters Scaled)
 DD1135
 DD1135                          SUPERSEDED SURVEY CONTROL
 DD1135
 DD1135  NGVD 29 (03/21/89)    9.292  (m)           30.49   (f) ADJUSTED    1 2
 DD1135
 DD1135.Superseded values are not recommended for survey control.
 DD1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1135.See file dsdata.txt to determine how the superseded data were derived.
 DD1135
 DD1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS304988(NAD 83)
 DD1135_MARKER: DB = BENCH MARK DISK
 DD1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1135_SP_SET: CONCRETE POST
 DD1135_STAMPING: VERT 45 108 1984
 DD1135_MARK LOGO: SCGS  
 DD1135_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1135
 DD1135  HISTORY     - Date     Condition        Report By
 DD1135  HISTORY     - 1984     MONUMENTED       SCGS
 DD1135
 DD1135                          STATION DESCRIPTION
 DD1135
 DD1135'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1135'5.3 KM (3.3 MI) SW FROM ANDREWS.
 DD1135'5.3 KILOMETERS (3.3 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1135'POST OFFICE IN ANDREWS, SET NEAR A POWER POLE IN THE WEST ANGLE OF THE
 DD1135'INTERSECTION OF COUNTY ROAD S-22-21, 11.98 METERS (39.3 FEET)
 DD1135'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.46 METERS (90.1
 DD1135'FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 1.74 METERS
 DD1135'(5.7 FEET) EAST-NORTHEAST OF THE POWER POLE, 19.87 METERS (65.2 FEET)
 DD1135'SOUTHWEST OF A POWER POLE WITH ELECTRICAL WIRES CROSSING THE STATE
 DD1135'HIGHWAY.
 DD1135'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 DD1135'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2132 ***********************************************************************
 DD2132  DESIGNATION -  45 109
 DD2132  PID         -  DD2132
 DD2132  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2132  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2132
 DD2132                         *CURRENT SURVEY CONTROL
 DD2132  ___________________________________________________________________
 DD2132* NAD 83(1986)-  33 45 21.     (N)    079 26 50.     (W)     SCALED    
 DD2132* NAVD 88     -        16.805  (meters)      55.13   (feet)  ADJUSTED  
 DD2132  ___________________________________________________________________
 DD2132  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DD2132  DYNAMIC HT  -          16.789 (meters)      55.08  (feet)  COMP
 DD2132  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 DD2132
 DD2132  VERT ORDER  -  FIRST     CLASS II
 DD2132
 DD2132.The horizontal coordinates were scaled from a topographic map and have
 DD2132.an estimated accuracy of +/- 6 seconds.
 DD2132
 DD2132.The orthometric height was determined by differential leveling
 DD2132.and adjusted by the National Geodetic Survey in June 1991..
 DD2132
 DD2132.The geoid height was determined by GEOID03.
 DD2132
 DD2132.The dynamic height is computed by dividing the NAVD 88
 DD2132.geopotential number by the normal gravity value computed on the
 DD2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2132.degrees latitude (g = 980.6199 gals.).
 DD2132
 DD2132.The modeled gravity was interpolated from observed gravity values.
 DD2132
 DD2132;                    North         East    Units  Estimated Accuracy
 DD2132;SPC SC       -   214,280.      753,430.      MT  (+/- 180 meters Scaled)
 DD2132
 DD2132                          SUPERSEDED SURVEY CONTROL
 DD2132
 DD2132  NGVD 29 (03/21/89)   17.113  (m)           56.14   (f) ADJUSTED    1 2
 DD2132
 DD2132.Superseded values are not recommended for survey control.
 DD2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2132.See file dsdata.txt to determine how the superseded data were derived.
 DD2132
 DD2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT438361(NAD 83)
 DD2132_MARKER: DD = SURVEY DISK
 DD2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2132_SP_SET: CONCRETE POST
 DD2132_STAMPING: VERT 45 109 1987
 DD2132_MARK LOGO: SCGS  
 DD2132_PROJECTION: FLUSH
 DD2132_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2132+STABILITY: SURFACE MOTION
 DD2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2132+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 DD2132
 DD2132  HISTORY     - Date     Condition        Report By
 DD2132  HISTORY     - 1987     MONUMENTED       SCGS
 DD2132  HISTORY     - 19930504 GOOD             SCGS
 DD2132  HISTORY     - 20011201 GOOD             USPSQD
 DD2132  HISTORY     - 20021201 GOOD             USPSQD
 DD2132  HISTORY     - 20040905 GOOD             USPSQD
 DD2132  HISTORY     - 20051230 GOOD             USPSQD
 DD2132
 DD2132                          STATION DESCRIPTION
 DD2132
 DD2132'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2132'IN HEMINGWAY.
 DD2132'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2132'0.25 KM (0.15 MI) NORTH ALONG STATE HIGHWAYS 41 AND 51 (NORTH MAIN
 DD2132'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2132'HEMINGWAY, SET NEAR THE NORTHEAST CORNER OF A BRICK BUILDING (PEE DEE
 DD2132'FEDERAL SAVINGS AND LOAN ASSOCIATION), 18.45 METERS (60.5 FT) WEST OF
 DD2132'THE HIGHWAY CURB, 0.32 METERS (1.0 FT) EAST-SOUTHEAST OF THE BUILDING
 DD2132'CORNER, 15.7 METERS (51.5 FT) SOUTH OF THE CENTER OF STATE ROAD 149,
 DD2132'32.1 METERS (105.3 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DD2132'BRICK CONVENIENCE STORE (FAST FARE), 5.28 METERS (17.3 FT) NORTH OF
 DD2132'THE NORTH EDGE OF THE PORCH OF THE BUILDING.
 DD2132
 DD2132                          STATION RECOVERY (1993)
 DD2132
 DD2132'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2132'STATION IS LOCATED IN HEMINGWAY. OWNERSHIP--WILLIAMSBURG FIRST
 DD2132'NATIONAL BANK. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD2132'HIGHWAYS 41, 51 (NORTH MAIN STREET) AND 261 (EAST BROAD STREET) IN
 DD2132'HEMINGWAY, GO NORTH ON HIGHWAYS 41 AND 51 FOR 0.2 MILE (0.3 KM) TO
 DD2132'THE JUNCTION OF STATE ROAD 149 (WEST RICHARDSON AVENUE) AND THE
 DD2132'STATION NEAR THE NORTHEAST CORNER OF THE BRICK BANK BUILDING IN THE
 DD2132'SOUTHWEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH
 DD2132'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 1.0 FOOT (0.3 M)
 DD2132'SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 51.2 FEET (15.6 M)
 DD2132'SOUTH OF THE CENTER OF THE ROAD, 48.9 FEET (14.9 M) WEST OF THE WEST
 DD2132'EDGE OF THE SIDEWALK OF THE HIGHWAY, 17.0 FEET (5.2 M) NORTH OF THE
 DD2132'NORTH EDGE OF THE BRICK FRONT PORCH. RECOVERED BY T. HALL.
 DD2132
 DD2132                          STATION RECOVERY (2001)
 DD2132
 DD2132'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2132'RECOVERED IN GOOD CONDITION.
 DD2132
 DD2132                          STATION RECOVERY (2002)
 DD2132
 DD2132'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2132'RECOVERED IN GOOD CONDITION.
 DD2132
 DD2132                          STATION RECOVERY (2004)
 DD2132
 DD2132'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2132'RECOVERED IN GOOD CONDITION.
 DD2132
 DD2132                          STATION RECOVERY (2005)
 DD2132
 DD2132'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2133 ***********************************************************************
 DD2133  DESIGNATION -  45 110
 DD2133  PID         -  DD2133
 DD2133  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2133  USGS QUAD   -  HENRY (1973)
 DD2133
 DD2133                         *CURRENT SURVEY CONTROL
 DD2133  ___________________________________________________________________
 DD2133* NAD 83(1986)-  33 44 23.     (N)    079 26 55.     (W)     SCALED    
 DD2133* NAVD 88     -        15.581  (meters)      51.12   (feet)  ADJUSTED  
 DD2133  ___________________________________________________________________
 DD2133  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DD2133  DYNAMIC HT  -          15.565 (meters)      51.07  (feet)  COMP
 DD2133  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 DD2133
 DD2133  VERT ORDER  -  FIRST     CLASS II
 DD2133
 DD2133.The horizontal coordinates were scaled from a topographic map and have
 DD2133.an estimated accuracy of +/- 6 seconds.
 DD2133
 DD2133.The orthometric height was determined by differential leveling
 DD2133.and adjusted by the National Geodetic Survey in June 1991..
 DD2133
 DD2133.The geoid height was determined by GEOID03.
 DD2133
 DD2133.The dynamic height is computed by dividing the NAVD 88
 DD2133.geopotential number by the normal gravity value computed on the
 DD2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2133.degrees latitude (g = 980.6199 gals.).
 DD2133
 DD2133.The modeled gravity was interpolated from observed gravity values.
 DD2133
 DD2133;                    North         East    Units  Estimated Accuracy
 DD2133;SPC SC       -   212,490.      753,330.      MT  (+/- 180 meters Scaled)
 DD2133
 DD2133                          SUPERSEDED SURVEY CONTROL
 DD2133
 DD2133  NGVD 29 (03/21/89)   15.888  (m)           52.13   (f) ADJUSTED    1 2
 DD2133
 DD2133.Superseded values are not recommended for survey control.
 DD2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2133.See file dsdata.txt to determine how the superseded data were derived.
 DD2133
 DD2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT437343(NAD 83)
 DD2133_MARKER: DD = SURVEY DISK
 DD2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2133_SP_SET: CONCRETE POST
 DD2133_STAMPING: VERT 45 110 1987
 DD2133_MARK LOGO: SCGS  
 DD2133_PROJECTION: RECESSED 2 CENTIMETERS
 DD2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2133+STABILITY: SURFACE MOTION
 DD2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2133+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2001
 DD2133
 DD2133  HISTORY     - Date     Condition        Report By
 DD2133  HISTORY     - 1987     MONUMENTED       SCGS
 DD2133  HISTORY     - 19930504 GOOD             SCGS
 DD2133  HISTORY     - 20011201 GOOD             USPSQD
 DD2133  HISTORY     - 20021201 GOOD             USPSQD
 DD2133
 DD2133                          STATION DESCRIPTION
 DD2133
 DD2133'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2133'1.5 KM (0.95 MI) SOUTH FROM HEMINGWAY.
 DD2133'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2133'1.55 KM (0.95 MI) SOUTH ALONG STATE HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2133'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2133'HEMINGWAY, SET NEAR A ROW OF TIRES HALF BURIED VERTICALLY AND IN LINE
 DD2133'WITH THE FRONT FACE OF A BRICK HOUSE ADDITION (SEPARATED FROM THE
 DD2133'MAIN PART BY A BREEZEWAY) IN THE SOUTHWEST ANGLE OF STATE ROAD 431,
 DD2133'37.07 METERS (121.6 FT) WEST OF THE HIGHWAY CURB, 37.0 METERS (121.4
 DD2133'FT) SOUTH OF THE CENTER OF THE ROAD, 4.49 METERS (14.7 FT) SOUTH OF
 DD2133'THE SOUTHEAST CORNER OF THE ADDITION, 4.2 METERS (13.8 FT) WEST OF A
 DD2133'SECURITY LIGHT POLE, 9.33 METERS (30.6 FT) WEST OF THE NORTHWEST
 DD2133'CORNER OF A LARGE CONCRETE BLOCK PUMP SHED, 21.3 METERS (69.9 FT)
 DD2133'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE.
 DD2133'THE MARK IS 4.3 METERS  S FROM  A WITNESS POST
 DD2133
 DD2133                          STATION RECOVERY (1993)
 DD2133
 DD2133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2133'STATION IS LOCATED 0.95 MILE (1.53 KM) SOUTH OF HEMINGWAY.
 DD2133'OWNERSHIP--BERTHA PRESSLEY, P.O. BOX 231, HEMINGWAY, SC 29554. TO
 DD2133'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41, 51 (NORTH
 DD2133'MAIN STREET) AND 261 (EAST BROAD STREET) IN HEMINGWAY, GO SOUTH ON
 DD2133'HIGHWAYS 41 AND 51 FOR 0.95 MILE (1.53 KM) TO THE JUNCTION OF STATE
 DD2133'ROAD 432 (DAVIS STREET) AND THE STATION NEAR A SECURITY LIGHT POLE IN
 DD2133'THE YARD OF A BRICK HOUSE WITH SEVERAL OTHER SMALL BUILDINGS AND IN
 DD2133'THE SOUTHWEST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH
 DD2133'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 14.7 FEET (4.5 M) SOUTH
 DD2133'OF THE SOUTHEAST CORNER OF THE BRICK PORTION OF THE MAIN HOUSE ON THE
 DD2133'SOUTH SIDE OF THE CARPORT, 13.7 FEET (4.2 M) WEST OF THE LIGHT POLE,
 DD2133'30.1 FEET (9.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 DD2133'CHIMNEY OF A SMALL CONCRETE BLOCK BUILDING, 117.2 FEET (35.7 M) WEST
 DD2133'OF THE WEST EDGE OF THE SIDEWALK OF THE HIGHWAY, 14.0 FEET (4.3 M)
 DD2133'WEST OF A WITNESS POST. RECOVERED BY T. HALL.
 DD2133
 DD2133                          STATION RECOVERY (2001)
 DD2133
 DD2133'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2133'RECOVERED IN GOOD CONDITION.
 DD2133
 DD2133                          STATION RECOVERY (2002)
 DD2133
 DD2133'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2141 ***********************************************************************
 DD2141  DESIGNATION -  45 111
 DD2141  PID         -  DD2141
 DD2141  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2141  USGS QUAD   -  HENRY (1973)
 DD2141
 DD2141                         *CURRENT SURVEY CONTROL
 DD2141  ___________________________________________________________________
 DD2141* NAD 83(1986)-  33 42 08.     (N)    079 26 53.     (W)     SCALED    
 DD2141* NAVD 88     -        16.350  (meters)      53.64   (feet)  ADJUSTED  
 DD2141  ___________________________________________________________________
 DD2141  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DD2141  DYNAMIC HT  -          16.333 (meters)      53.59  (feet)  COMP
 DD2141  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 DD2141
 DD2141  VERT ORDER  -  FIRST     CLASS II
 DD2141
 DD2141.The horizontal coordinates were scaled from a topographic map and have
 DD2141.an estimated accuracy of +/- 6 seconds.
 DD2141
 DD2141.The orthometric height was determined by differential leveling
 DD2141.and adjusted by the National Geodetic Survey in June 1991..
 DD2141
 DD2141.The geoid height was determined by GEOID03.
 DD2141
 DD2141.The dynamic height is computed by dividing the NAVD 88
 DD2141.geopotential number by the normal gravity value computed on the
 DD2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2141.degrees latitude (g = 980.6199 gals.).
 DD2141
 DD2141.The modeled gravity was interpolated from observed gravity values.
 DD2141
 DD2141;                    North         East    Units  Estimated Accuracy
 DD2141;SPC SC       -   208,330.      753,440.      MT  (+/- 180 meters Scaled)
 DD2141
 DD2141                          SUPERSEDED SURVEY CONTROL
 DD2141
 DD2141  NGVD 29 (03/21/89)   16.656  (m)           54.65   (f) ADJUSTED    1 2
 DD2141
 DD2141.Superseded values are not recommended for survey control.
 DD2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2141.See file dsdata.txt to determine how the superseded data were derived.
 DD2141
 DD2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT438302(NAD 83)
 DD2141_MARKER: DD = SURVEY DISK
 DD2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2141_SP_SET: CONCRETE POST
 DD2141_STAMPING: VERT 45 111 1987
 DD2141_MARK LOGO: SCGS  
 DD2141_PROJECTION: RECESSED 2 CENTIMETERS
 DD2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2141+STABILITY: SURFACE MOTION
 DD2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2141+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2001
 DD2141
 DD2141  HISTORY     - Date     Condition        Report By
 DD2141  HISTORY     - 1987     MONUMENTED       SCGS
 DD2141  HISTORY     - 20011201 GOOD             USPSQD
 DD2141  HISTORY     - 20021201 GOOD             USPSQD
 DD2141
 DD2141                          STATION DESCRIPTION
 DD2141
 DD2141'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2141'5.6 KM (3.5 MI) SOUTH FROM HEMINGWAY.
 DD2141'5.7 KM (3.55 MI) SOUTH ALONG STATE HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2141'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2141'HEMINGWAY, SET NEAR THE NORTHEAST CORNER OF A LARGE METAL BUILDING
 DD2141'WITH A BRICK FRONT (ELECTROLOY CAROLINA COMPANY) IN THE SOUTHWEST
 DD2141'ANGLE OF STATE ROAD 300, 28.3 METERS (92.8 FT) WEST OF THE CENTER OF
 DD2141'THE HIGHWAY, 33.4 METERS (109.6 FT) SOUTH OF THE CENTER OF THE ROAD,
 DD2141'0.88 METER (2.9 FT) EAST-NORTHEAST OF THE BUILDING CORNER, 15.1
 DD2141'METERS (49.5 FT) NORTH OF THE NORTH EDGE OF THE FRONT PORCH, 21.2
 DD2141'METERS (69.6 FT) SOUTHWEST OF A POWER POLE WITH A SECURITY LIGHT AND
 DD2141'A GUY WIRE.
 DD2141'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2141
 DD2141                          STATION RECOVERY (2001)
 DD2141
 DD2141'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2141'RECOVERED IN GOOD CONDITION.
 DD2141
 DD2141                          STATION RECOVERY (2002)
 DD2141
 DD2141'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2142 ***********************************************************************
 DD2142  DESIGNATION -  45 112
 DD2142  PID         -  DD2142
 DD2142  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2142  USGS QUAD   -  HENRY (1973)
 DD2142
 DD2142                         *CURRENT SURVEY CONTROL
 DD2142  ___________________________________________________________________
 DD2142* NAD 83(1986)-  33 41 12.     (N)    079 26 45.     (W)     SCALED    
 DD2142* NAVD 88     -        15.958  (meters)      52.36   (feet)  ADJUSTED  
 DD2142  ___________________________________________________________________
 DD2142  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DD2142  DYNAMIC HT  -          15.942 (meters)      52.30  (feet)  COMP
 DD2142  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 DD2142
 DD2142  VERT ORDER  -  FIRST     CLASS II
 DD2142
 DD2142.The horizontal coordinates were scaled from a topographic map and have
 DD2142.an estimated accuracy of +/- 6 seconds.
 DD2142
 DD2142.The orthometric height was determined by differential leveling
 DD2142.and adjusted by the National Geodetic Survey in June 1991..
 DD2142
 DD2142.The geoid height was determined by GEOID03.
 DD2142
 DD2142.The dynamic height is computed by dividing the NAVD 88
 DD2142.geopotential number by the normal gravity value computed on the
 DD2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2142.degrees latitude (g = 980.6199 gals.).
 DD2142
 DD2142.The modeled gravity was interpolated from observed gravity values.
 DD2142
 DD2142;                    North         East    Units  Estimated Accuracy
 DD2142;SPC SC       -   206,610.      753,670.      MT  (+/- 180 meters Scaled)
 DD2142
 DD2142                          SUPERSEDED SURVEY CONTROL
 DD2142
 DD2142  NGVD 29 (03/21/89)   16.265  (m)           53.36   (f) ADJUSTED    1 2
 DD2142
 DD2142.Superseded values are not recommended for survey control.
 DD2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2142.See file dsdata.txt to determine how the superseded data were derived.
 DD2142
 DD2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT440284(NAD 83)
 DD2142_MARKER: DD = SURVEY DISK
 DD2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2142_SP_SET: CONCRETE POST
 DD2142_STAMPING: VERT 45 112 1987
 DD2142_MARK LOGO: SCGS  
 DD2142_PROJECTION: FLUSH
 DD2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2142+STABILITY: SURFACE MOTION
 DD2142
 DD2142  HISTORY     - Date     Condition        Report By
 DD2142  HISTORY     - 1987     MONUMENTED       SCGS
 DD2142
 DD2142                          STATION DESCRIPTION
 DD2142
 DD2142'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2142'7.4 KM (4.6 MI) SOUTH FROM HEMINGWAY.
 DD2142'7.4 KM (4.6 MI) SOUTH ALONG STATE HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2142'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2142'HEMINGWAY, SET NEAR A POWER POLE 1844S WITH A TRANSFORMER, SECURITY
 DD2142'LIGHT AND IN LINE WITH THE BACK FACE OF A WOODEN HOUSE, 53.8 METERS
 DD2142'(176.5 FT) WEST OF THE CENTER OF THE HIGHWAY, 3.16 METERS (10.4 FT)
 DD2142'SOUTH OF THE POWER POLE, 7.21 METERS (23.7 FT) NORTH OF THE NORTHWEST
 DD2142'CORNER OF THE HOUSE, 16.68 METERS (54.7 FT) EAST OF A 14-INCH
 DD2142'DOUBLE-TRUNKED REDBAY TREE, 20.11 METERS (66.0 FT) SOUTH OF THE
 DD2142'SOUTHEAST CORNER OF A STORAGE SHED.
 DD2142'THE MARK IS 3.2 METERS  S FROM  A WITNESS POST
 DD2142'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2143 ***********************************************************************
 DD2143  DESIGNATION -  45 113
 DD2143  PID         -  DD2143
 DD2143  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2143  USGS QUAD   -  HENRY (1973)
 DD2143
 DD2143                         *CURRENT SURVEY CONTROL
 DD2143  ___________________________________________________________________
 DD2143* NAD 83(1986)-  33 40 40.     (N)    079 26 40.     (W)     SCALED    
 DD2143* NAVD 88     -        10.039  (meters)      32.94   (feet)  ADJUSTED  
 DD2143  ___________________________________________________________________
 DD2143  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DD2143  DYNAMIC HT  -          10.028 (meters)      32.90  (feet)  COMP
 DD2143  MODELED GRAV-     979,626.0   (mgal)                       NAVD 88
 DD2143
 DD2143  VERT ORDER  -  FIRST     CLASS II
 DD2143
 DD2143.The horizontal coordinates were scaled from a topographic map and have
 DD2143.an estimated accuracy of +/- 6 seconds.
 DD2143
 DD2143.The orthometric height was determined by differential leveling
 DD2143.and adjusted by the National Geodetic Survey in June 1991..
 DD2143
 DD2143.The geoid height was determined by GEOID03.
 DD2143
 DD2143.The dynamic height is computed by dividing the NAVD 88
 DD2143.geopotential number by the normal gravity value computed on the
 DD2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2143.degrees latitude (g = 980.6199 gals.).
 DD2143
 DD2143.The modeled gravity was interpolated from observed gravity values.
 DD2143
 DD2143;                    North         East    Units  Estimated Accuracy
 DD2143;SPC SC       -   205,630.      753,820.      MT  (+/- 180 meters Scaled)
 DD2143
 DD2143                          SUPERSEDED SURVEY CONTROL
 DD2143
 DD2143  NGVD 29 (03/21/89)   10.345  (m)           33.94   (f) ADJUSTED    1 2
 DD2143
 DD2143.Superseded values are not recommended for survey control.
 DD2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2143.See file dsdata.txt to determine how the superseded data were derived.
 DD2143
 DD2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT441275(NAD 83)
 DD2143_MARKER: DD = SURVEY DISK
 DD2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2143_SP_SET: CONCRETE POST
 DD2143_STAMPING: VERT 45 113 1987
 DD2143_MARK LOGO: SCGS  
 DD2143_PROJECTION: RECESSED 3 CENTIMETERS
 DD2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2143+STABILITY: SURFACE MOTION
 DD2143
 DD2143  HISTORY     - Date     Condition        Report By
 DD2143  HISTORY     - 1987     MONUMENTED       SCGS
 DD2143  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2143  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 DD2143
 DD2143                          STATION DESCRIPTION
 DD2143
 DD2143'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2143'8.4 KM (5.2 MI) SOUTH FROM HEMINGWAY.
 DD2143'8.45 KM (5.25 MI) SOUTH ALONG STATE HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2143'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2143'HEMINGWAY, THENCE 0.1 KM (0.05 MI) WEST ALONG A GRAVEL DRIVEWAY TO A
 DD2143'BRICK HOUSE, SET NEAR THE NORTHEAST CORNER OF AND IN LINE WITH THE
 DD2143'NORTH SIDE OF A BRICK STORAGE SHED, 0.3 KM (0.2 MI) SOUTH-SOUTHEAST
 DD2143'OF THE JUNCTION OF STATE ROAD 217, 4.9 METERS (16.1 FT) SOUTHEAST OF
 DD2143'THE CENTER OF THE HIGHWAY, 0.7 METER (2.3 FT) EAST OF THE CORNER OF
 DD2143'THE SHED, 12.73 METERS (41.8 FT) WEST-NORTHWEST OF THE CORNER OF THE
 DD2143'HOUSE (GARAGE), 2.35 METERS (7.7 FT) WEST-NORTHWEST OF A WOODEN
 DD2143'BASKETBALL GOAL POLE, 11.15 METERS (36.6 FT) SOUTH OF A POWER POLE
 DD2143'1854J WITH A TRANSFORMER AND TWO GUY WIRES.
 DD2143'THE MARK IS 0.2 M ABOVE THE DRIVEWAY.
 DD2143
 DD2143                          STATION RECOVERY (2001)
 DD2143
 DD2143'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2143'MARK NOT FOUND.
 DD2143
 DD2143                          STATION RECOVERY (2002)
 DD2143
 DD2143'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2144 ***********************************************************************
 DD2144  DESIGNATION -  45 114
 DD2144  PID         -  DD2144
 DD2144  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2144  USGS QUAD   -  HENRY (1973)
 DD2144
 DD2144                         *CURRENT SURVEY CONTROL
 DD2144  ___________________________________________________________________
 DD2144* NAD 83(1986)-  33 39 47.     (N)    079 26 22.     (W)     SCALED    
 DD2144* NAVD 88     -        14.226  (meters)      46.67   (feet)  ADJUSTED  
 DD2144  ___________________________________________________________________
 DD2144  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DD2144  DYNAMIC HT  -          14.211 (meters)      46.62  (feet)  COMP
 DD2144  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 DD2144
 DD2144  VERT ORDER  -  FIRST     CLASS II
 DD2144
 DD2144.The horizontal coordinates were scaled from a topographic map and have
 DD2144.an estimated accuracy of +/- 6 seconds.
 DD2144
 DD2144.The orthometric height was determined by differential leveling
 DD2144.and adjusted by the National Geodetic Survey in June 1991..
 DD2144
 DD2144.The geoid height was determined by GEOID03.
 DD2144
 DD2144.The dynamic height is computed by dividing the NAVD 88
 DD2144.geopotential number by the normal gravity value computed on the
 DD2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2144.degrees latitude (g = 980.6199 gals.).
 DD2144
 DD2144.The modeled gravity was interpolated from observed gravity values.
 DD2144
 DD2144;                    North         East    Units  Estimated Accuracy
 DD2144;SPC SC       -   204,000.      754,300.      MT  (+/- 180 meters Scaled)
 DD2144
 DD2144                          SUPERSEDED SURVEY CONTROL
 DD2144
 DD2144  NGVD 29 (03/21/89)   14.532  (m)           47.68   (f) ADJUSTED    1 2
 DD2144
 DD2144.Superseded values are not recommended for survey control.
 DD2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2144.See file dsdata.txt to determine how the superseded data were derived.
 DD2144
 DD2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT446258(NAD 83)
 DD2144_MARKER: DD = SURVEY DISK
 DD2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2144_SP_SET: CONCRETE POST
 DD2144_STAMPING: VERT 45 114 1987
 DD2144_MARK LOGO: SCGS  
 DD2144_PROJECTION: RECESSED 2 CENTIMETERS
 DD2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2144+STABILITY: SURFACE MOTION
 DD2144
 DD2144  HISTORY     - Date     Condition        Report By
 DD2144  HISTORY     - 1987     MONUMENTED       SCGS
 DD2144
 DD2144                          STATION DESCRIPTION
 DD2144
 DD2144'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2144'10.0 KM (6.2 MI) SOUTH FROM HEMINGWAY.
 DD2144'10.15 KM (6.3 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2144'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2144'HEMINGWAY, SET IN LINE WITH THE FRONT FACE OF A WOODEN BUILDING
 DD2144'(COUNTRY GARDENS FLORIST COUNTRY TACK SHOP) AND THE SOUTH SIDE OF A
 DD2144'LARGE METAL STORAGE BUILDING, 27.57 METERS (90.5 FT) WEST OF THE
 DD2144'CENTER OF THE HIGHWAY, 9.05 METERS (29.7 FT) SOUTH OF THE SOUTHEAST
 DD2144'CORNER OF THE WOODEN BUILDING, 12.05 METERS (39.5 FT) EAST OF THE
 DD2144'SOUTHEAST CORNER OF THE STORAGE BUILDING, 3.61 METERS (11.8 FT) NORTH
 DD2144'OF A BOARD FENCE, 17.06 METERS (56.0 FT) WEST-SOUTHWEST OF A METAL
 DD2144'SIGN POLE (WITH NAME OF BUSINESS).
 DD2144'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2146 ***********************************************************************
 DD2146  DESIGNATION -  45 115
 DD2146  PID         -  DD2146
 DD2146  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2146  USGS QUAD   -  HENRY (1973)
 DD2146
 DD2146                         *CURRENT SURVEY CONTROL
 DD2146  ___________________________________________________________________
 DD2146* NAD 83(1986)-  33 38 15.     (N)    079 26 00.     (W)     SCALED    
 DD2146* NAVD 88     -         8.309  (meters)      27.26   (feet)  ADJUSTED  
 DD2146  ___________________________________________________________________
 DD2146  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DD2146  DYNAMIC HT  -           8.300 (meters)      27.23  (feet)  COMP
 DD2146  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 DD2146
 DD2146  VERT ORDER  -  FIRST     CLASS II
 DD2146
 DD2146.The horizontal coordinates were scaled from a topographic map and have
 DD2146.an estimated accuracy of +/- 6 seconds.
 DD2146
 DD2146.The orthometric height was determined by differential leveling
 DD2146.and adjusted by the National Geodetic Survey in June 1991..
 DD2146
 DD2146.The geoid height was determined by GEOID03.
 DD2146
 DD2146.The dynamic height is computed by dividing the NAVD 88
 DD2146.geopotential number by the normal gravity value computed on the
 DD2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2146.degrees latitude (g = 980.6199 gals.).
 DD2146
 DD2146.The modeled gravity was interpolated from observed gravity values.
 DD2146
 DD2146;                    North         East    Units  Estimated Accuracy
 DD2146;SPC SC       -   201,180.      754,910.      MT  (+/- 180 meters Scaled)
 DD2146
 DD2146                          SUPERSEDED SURVEY CONTROL
 DD2146
 DD2146  NGVD 29 (03/21/89)    8.614  (m)           28.26   (f) ADJUSTED    1 2
 DD2146
 DD2146.Superseded values are not recommended for survey control.
 DD2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2146.See file dsdata.txt to determine how the superseded data were derived.
 DD2146
 DD2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT452230(NAD 83)
 DD2146_MARKER: DD = SURVEY DISK
 DD2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2146_SP_SET: CONCRETE POST
 DD2146_STAMPING: VERT 45 115 1987
 DD2146_MARK LOGO: SCGS  
 DD2146_PROJECTION: FLUSH
 DD2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2146+STABILITY: SURFACE MOTION
 DD2146
 DD2146  HISTORY     - Date     Condition        Report By
 DD2146  HISTORY     - 1987     MONUMENTED       SCGS
 DD2146  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2146  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 DD2146
 DD2146                          STATION DESCRIPTION
 DD2146
 DD2146'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2146'12.9 KM (8.0 MI) SOUTH FROM HEMINGWAY.
 DD2146'12.15 KM (7.55 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2146'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2146'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2146'CONTINUE 0.9 KM (0.55 MI) SOUTH-SOUTHEAST ALONG HIGHWAYS 41 AND 51,
 DD2146'THENCE 0.1 KM (0.05 MI) WEST ALONG A DRIVEWAY, SET NEAR THE NORTHEAST
 DD2146'CORNER OF AND IN LINE WITH THE FRONT BRICK FACE OF A CONCRETE BLOCK
 DD2146'GARAGE IN THE BACK YARD OF A BRICK HOUSE, 70.65 METERS (231.8 FT)
 DD2146'WEST OF THE CENTER OF THE HIGHWAY, 1.12 METERS (3.7 FT) NORTH OF THE
 DD2146'GARAGE CORNER, 17.94 METERS (58.9 FT) NORTH-NORTHWEST OF THE
 DD2146'NORTHWEST CORNER OF THE MAIN PART OF THE HOUSE, 2.84 METERS (9.3 FT)
 DD2146'SOUTH-SOUTHEAST OF A POWER POLE 1835C WITH A TRANSFORMER AND TWO GUY
 DD2146'WIRES.
 DD2146
 DD2146                          STATION RECOVERY (2001)
 DD2146
 DD2146'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2146'MARK NOT FOUND.
 DD2146
 DD2146                          STATION RECOVERY (2002)
 DD2146
 DD2146'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2147 ***********************************************************************
 DD2147  DESIGNATION -  45 116
 DD2147  PID         -  DD2147
 DD2147  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2147  USGS QUAD   -  RHEMS (1973)
 DD2147
 DD2147                         *CURRENT SURVEY CONTROL
 DD2147  ___________________________________________________________________
 DD2147* NAD 83(1986)-  33 37 19.     (N)    079 26 00.     (W)     SCALED    
 DD2147* NAVD 88     -         5.896  (meters)      19.34   (feet)  ADJUSTED  
 DD2147  ___________________________________________________________________
 DD2147  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 DD2147  DYNAMIC HT  -           5.890 (meters)      19.32  (feet)  COMP
 DD2147  MODELED GRAV-     979,612.6   (mgal)                       NAVD 88
 DD2147
 DD2147  VERT ORDER  -  FIRST     CLASS II
 DD2147
 DD2147.The horizontal coordinates were scaled from a topographic map and have
 DD2147.an estimated accuracy of +/- 6 seconds.
 DD2147
 DD2147.The orthometric height was determined by differential leveling
 DD2147.and adjusted by the National Geodetic Survey in June 1991..
 DD2147
 DD2147.The geoid height was determined by GEOID03.
 DD2147
 DD2147.The dynamic height is computed by dividing the NAVD 88
 DD2147.geopotential number by the normal gravity value computed on the
 DD2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2147.degrees latitude (g = 980.6199 gals.).
 DD2147
 DD2147.The modeled gravity was interpolated from observed gravity values.
 DD2147
 DD2147;                    North         East    Units  Estimated Accuracy
 DD2147;SPC SC       -   199,450.      754,940.      MT  (+/- 180 meters Scaled)
 DD2147
 DD2147                          SUPERSEDED SURVEY CONTROL
 DD2147
 DD2147  NGVD 29 (03/21/89)    6.201  (m)           20.34   (f) ADJUSTED    1 2
 DD2147
 DD2147.Superseded values are not recommended for survey control.
 DD2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2147.See file dsdata.txt to determine how the superseded data were derived.
 DD2147
 DD2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT453213(NAD 83)
 DD2147_MARKER: DD = SURVEY DISK
 DD2147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD2147_SP_SET: DECK ABOVE ABUTMENT OF BRIDGE
 DD2147_STAMPING: VERT 45 116 1987
 DD2147_MARK LOGO: SCGS  
 DD2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2147+STABILITY: SURFACE MOTION
 DD2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2147+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2001
 DD2147
 DD2147  HISTORY     - Date     Condition        Report By
 DD2147  HISTORY     - 1987     MONUMENTED       SCGS
 DD2147  HISTORY     - 20011201 GOOD             USPSQD
 DD2147  HISTORY     - 20021201 GOOD             USPSQD
 DD2147  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2147
 DD2147                          STATION DESCRIPTION
 DD2147
 DD2147'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2147'14.6 KM (9.1 MI) SOUTH FROM HEMINGWAY.
 DD2147'12.15 KM (7.55 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2147'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2147'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2147'CONTINUE 2.65 KM (1.65 MI) SOUTHERLY ALONG HIGHWAYS 41 AND 51, SET IN
 DD2147'THE DECK ABOVE THE ABUTMENT AT THE NORTHWEST CORNER OF THE BRIDGE
 DD2147'OVER THE BLACK MINGO CREEK, 3.3 METERS (10.8 FT) WEST-NORTHWEST OF
 DD2147'THE CENTER OF THE HIGHWAY.
 DD2147'THE MARK IS 1.31 METERS  ESE FROM  A WITNESS POST
 DD2147
 DD2147                          STATION RECOVERY (2001)
 DD2147
 DD2147'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2147'RECOVERED IN GOOD CONDITION.
 DD2147
 DD2147                          STATION RECOVERY (2002)
 DD2147
 DD2147'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2147'RECOVERED IN GOOD CONDITION.
 DD2147
 DD2147                          STATION RECOVERY (2006)
 DD2147
 DD2147'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2147'SEARCHED 20 MINUTES, MEASUREMENTS LED TO ASPHALT, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2149 ***********************************************************************
 DD2149  DESIGNATION -  45 117
 DD2149  PID         -  DD2149
 DD2149  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2149  USGS QUAD   -  RHEMS (1973)
 DD2149
 DD2149                         *CURRENT SURVEY CONTROL
 DD2149  ___________________________________________________________________
 DD2149* NAD 83(1986)-  33 36 29.     (N)    079 26 22.     (W)     SCALED    
 DD2149* NAVD 88     -         9.268  (meters)      30.41   (feet)  ADJUSTED  
 DD2149  ___________________________________________________________________
 DD2149  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DD2149  DYNAMIC HT  -           9.258 (meters)      30.37  (feet)  COMP
 DD2149  MODELED GRAV-     979,609.9   (mgal)                       NAVD 88
 DD2149
 DD2149  VERT ORDER  -  FIRST     CLASS II
 DD2149
 DD2149.The horizontal coordinates were scaled from a topographic map and have
 DD2149.an estimated accuracy of +/- 6 seconds.
 DD2149
 DD2149.The orthometric height was determined by differential leveling
 DD2149.and adjusted by the National Geodetic Survey in June 1991..
 DD2149
 DD2149.The geoid height was determined by GEOID03.
 DD2149
 DD2149.The dynamic height is computed by dividing the NAVD 88
 DD2149.geopotential number by the normal gravity value computed on the
 DD2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2149.degrees latitude (g = 980.6199 gals.).
 DD2149
 DD2149.The modeled gravity was interpolated from observed gravity values.
 DD2149
 DD2149;                    North         East    Units  Estimated Accuracy
 DD2149;SPC SC       -   197,900.      754,400.      MT  (+/- 180 meters Scaled)
 DD2149
 DD2149                          SUPERSEDED SURVEY CONTROL
 DD2149
 DD2149  NGVD 29 (03/21/89)    9.573  (m)           31.41   (f) ADJUSTED    1 2
 DD2149
 DD2149.Superseded values are not recommended for survey control.
 DD2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2149.See file dsdata.txt to determine how the superseded data were derived.
 DD2149
 DD2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT447197(NAD 83)
 DD2149_MARKER: DD = SURVEY DISK
 DD2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2149_SP_SET: CONCRETE POST
 DD2149_STAMPING: VERT 45 117 1987
 DD2149_MARK LOGO: SCGS  
 DD2149_PROJECTION: RECESSED 3 CENTIMETERS
 DD2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2149+STABILITY: SURFACE MOTION
 DD2149
 DD2149  HISTORY     - Date     Condition        Report By
 DD2149  HISTORY     - 1987     MONUMENTED       SCGS
 DD2149  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2149  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 DD2149
 DD2149                          STATION DESCRIPTION
 DD2149
 DD2149'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2149'16.2 KM (10.05 MI) SOUTH FROM HEMINGWAY.
 DD2149'12.15 KM (7.55 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2149'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2149'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2149'CONTINUE 4.25 KM (2.65 MI) SOUTHERLY ALONG HIGHWAYS 41 AND 51, THENCE
 DD2149'0.1 KM (0.05 MI) NORTHWEST ALONG A DRIVEWAY TO THE INTERNATIONAL
 DD2149'PAPER COMPANY MAINTENANCE SHOP (CONCRETE BLOCK BUILDING), SET NEAR
 DD2149'THE SOUTHWEST CORNER OF AND IN LINE WITH THE BACK FACE OF THE SHOP,
 DD2149'1.35 KM (0.85 MI) NORTH-NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 DD2149'41 AND 51, 1.46 METERS (4.8 FT) SOUTH-SOUTHWEST OF THE CORNER OF THE
 DD2149'SHOP, 25.44 METERS (83.5 FT) NORTH OF A POWER POLE 2614B WITH A
 DD2149'TRANSFORMER AND A GUY WIRE, 26.65 METERS (87.4 FT) NORTHWEST OF A
 DD2149'SECURITY LIGHT POLE, 18.45 METERS (60.5 FT) WEST-NORTHWEST OF THE
 DD2149'CENTER OF THE DRIVEWAY IN FRONT OF THE SHOP.
 DD2149
 DD2149                          STATION RECOVERY (2001)
 DD2149
 DD2149'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2149'MARK NOT FOUND.
 DD2149
 DD2149                          STATION RECOVERY (2002)
 DD2149
 DD2149'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2158 ***********************************************************************
 DD2158  DESIGNATION -  45 118
 DD2158  PID         -  DD2158
 DD2158  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2158  USGS QUAD   -  RHEMS (1973)
 DD2158
 DD2158                         *CURRENT SURVEY CONTROL
 DD2158  ___________________________________________________________________
 DD2158* NAD 83(1986)-  33 34 50.     (N)    079 26 51.     (W)     SCALED    
 DD2158* NAVD 88     -        10.290  (meters)      33.76   (feet)  ADJUSTED  
 DD2158  ___________________________________________________________________
 DD2158  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DD2158  DYNAMIC HT  -          10.279 (meters)      33.72  (feet)  COMP
 DD2158  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 DD2158
 DD2158  VERT ORDER  -  FIRST     CLASS II
 DD2158
 DD2158.The horizontal coordinates were scaled from a topographic map and have
 DD2158.an estimated accuracy of +/- 6 seconds.
 DD2158
 DD2158.The orthometric height was determined by differential leveling
 DD2158.and adjusted by the National Geodetic Survey in June 1991..
 DD2158
 DD2158.The geoid height was determined by GEOID03.
 DD2158
 DD2158.The dynamic height is computed by dividing the NAVD 88
 DD2158.geopotential number by the normal gravity value computed on the
 DD2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2158.degrees latitude (g = 980.6199 gals.).
 DD2158
 DD2158.The modeled gravity was interpolated from observed gravity values.
 DD2158
 DD2158;                    North         East    Units  Estimated Accuracy
 DD2158;SPC SC       -   194,840.      753,690.      MT  (+/- 180 meters Scaled)
 DD2158
 DD2158                          SUPERSEDED SURVEY CONTROL
 DD2158
 DD2158  NGVD 29 (03/21/89)   10.595  (m)           34.76   (f) ADJUSTED    1 2
 DD2158
 DD2158.Superseded values are not recommended for survey control.
 DD2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2158.See file dsdata.txt to determine how the superseded data were derived.
 DD2158
 DD2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT440167(NAD 83)
 DD2158_MARKER: DD = SURVEY DISK
 DD2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2158_SP_SET: CONCRETE POST
 DD2158_STAMPING: VERT 45 118 1987
 DD2158_MARK LOGO: SCGS  
 DD2158_PROJECTION: PROJECTING 4 CENTIMETERS
 DD2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2158+STABILITY: SURFACE MOTION
 DD2158
 DD2158  HISTORY     - Date     Condition        Report By
 DD2158  HISTORY     - 1987     MONUMENTED       SCGS
 DD2158
 DD2158                          STATION DESCRIPTION
 DD2158
 DD2158'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2158'17.8 KM (11.05 MI) NE FROM ANDREWS.
 DD2158'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2158'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2158'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 13.45 KM (8.35 MI)
 DD2158'NORTHEASTERLY ALONG HIGHWAY 41, SET NEAR THE NORTH ONE OF TWO 15-FT
 DD2158'POSTS SUPPORTING A SIGN (BLACK MINGO RANCH) SPANNING A DRIVEWAY
 DD2158'(ACROSS FROM A FIELD ROAD) TO A LARGE BARN, 12.6 METERS (41.3 FT)
 DD2158'EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2.35 METERS (7.7 FT)
 DD2158'NORTHWEST OF 15-FT POST, 4.95 METERS (16.2 FT) NORTH-NORTHEAST OF THE
 DD2158'CENTER OF THE DRIVEWAY, 8.82 METERS (28.9 FT) NORTH OF THE SOUTHERN
 DD2158'15-FT POST.
 DD2158'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 DD2158'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2159 ***********************************************************************
 DD2159  DESIGNATION -  45 119
 DD2159  PID         -  DD2159
 DD2159  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2159  USGS QUAD   -  RHEMS (1973)
 DD2159
 DD2159                         *CURRENT SURVEY CONTROL
 DD2159  ___________________________________________________________________
 DD2159* NAD 83(1986)-  33 33 54.     (N)    079 27 12.     (W)     SCALED    
 DD2159* NAVD 88     -        11.198  (meters)      36.74   (feet)  ADJUSTED  
 DD2159  ___________________________________________________________________
 DD2159  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DD2159  DYNAMIC HT  -          11.186 (meters)      36.70  (feet)  COMP
 DD2159  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 DD2159
 DD2159  VERT ORDER  -  FIRST     CLASS II
 DD2159
 DD2159.The horizontal coordinates were scaled from a topographic map and have
 DD2159.an estimated accuracy of +/- 6 seconds.
 DD2159
 DD2159.The orthometric height was determined by differential leveling
 DD2159.and adjusted by the National Geodetic Survey in June 1991..
 DD2159
 DD2159.The geoid height was determined by GEOID03.
 DD2159
 DD2159.The dynamic height is computed by dividing the NAVD 88
 DD2159.geopotential number by the normal gravity value computed on the
 DD2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2159.degrees latitude (g = 980.6199 gals.).
 DD2159
 DD2159.The modeled gravity was interpolated from observed gravity values.
 DD2159
 DD2159;                    North         East    Units  Estimated Accuracy
 DD2159;SPC SC       -   193,110.      753,180.      MT  (+/- 180 meters Scaled)
 DD2159
 DD2159                          SUPERSEDED SURVEY CONTROL
 DD2159
 DD2159  NGVD 29 (03/21/89)   11.503  (m)           37.74   (f) ADJUSTED    1 2
 DD2159
 DD2159.Superseded values are not recommended for survey control.
 DD2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2159.See file dsdata.txt to determine how the superseded data were derived.
 DD2159
 DD2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT435149(NAD 83)
 DD2159_MARKER: DD = SURVEY DISK
 DD2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2159_SP_SET: CONCRETE POST
 DD2159_STAMPING: VERT 45 119 1987
 DD2159_MARK LOGO: SCGS  
 DD2159_PROJECTION: PROJECTING 3 CENTIMETERS
 DD2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2159+STABILITY: SURFACE MOTION
 DD2159
 DD2159  HISTORY     - Date     Condition        Report By
 DD2159  HISTORY     - 1987     MONUMENTED       SCGS
 DD2159
 DD2159                          STATION DESCRIPTION
 DD2159
 DD2159'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2159'16.1 KM (10.0 MI) NE FROM ANDREWS.
 DD2159'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2159'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2159'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 11.65 KM (7.25 MI)
 DD2159'NORTHEASTERLY ALONG HIGHWAY 41, SET NEAR THE WEST ONE OF TWO WOODEN
 DD2159'LEGS OF A SIGN (WESTVACO TIMBERLANDS PICNIC AREA), 15.02 METERS (49.3
 DD2159'FT) WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 0.96 METER (3.1 FT)
 DD2159'WEST-NORTHWEST OF THE SIGN LEG, 4.53 METERS (14.9 FT) EAST-NORTHEAST
 DD2159'OF THE NORTH POST SUPPORTING A TRASH BARREL, 16.02 METERS (52.6 FT)
 DD2159'SOUTH-SOUTHEAST OF THE EAST LEG OF ANOTHER SIGN (SIGN IS MISSING),
 DD2159'15.4 METERS (50.5 FT) SOUTHWEST OF THE SOUTH END OF A 12-INCH PIPE
 DD2159'CULVERT BENEATH THE PICNIC AREA ENTRANCE.
 DD2159'THE MARK IS 2.59 METERS  WNW FROM  A WITNESS POST
 DD2159'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2161 ***********************************************************************
 DD2161  DESIGNATION -  45 120
 DD2161  PID         -  DD2161
 DD2161  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2161  USGS QUAD   -  RHEMS (1973)
 DD2161
 DD2161                         *CURRENT SURVEY CONTROL
 DD2161  ___________________________________________________________________
 DD2161* NAD 83(1986)-  33 32 31.     (N)    079 28 39.     (W)     SCALED    
 DD2161* NAVD 88     -         8.432  (meters)      27.66   (feet)  ADJUSTED  
 DD2161  ___________________________________________________________________
 DD2161  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DD2161  DYNAMIC HT  -           8.424 (meters)      27.64  (feet)  COMP
 DD2161  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 DD2161
 DD2161  VERT ORDER  -  FIRST     CLASS II
 DD2161
 DD2161.The horizontal coordinates were scaled from a topographic map and have
 DD2161.an estimated accuracy of +/- 6 seconds.
 DD2161
 DD2161.The orthometric height was determined by differential leveling
 DD2161.and adjusted by the National Geodetic Survey in June 1991..
 DD2161
 DD2161.The geoid height was determined by GEOID03.
 DD2161
 DD2161.The dynamic height is computed by dividing the NAVD 88
 DD2161.geopotential number by the normal gravity value computed on the
 DD2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2161.degrees latitude (g = 980.6199 gals.).
 DD2161
 DD2161.The modeled gravity was interpolated from observed gravity values.
 DD2161
 DD2161;                    North         East    Units  Estimated Accuracy
 DD2161;SPC SC       -   190,520.      750,970.      MT  (+/- 180 meters Scaled)
 DD2161
 DD2161                          SUPERSEDED SURVEY CONTROL
 DD2161
 DD2161  NGVD 29 (03/21/89)    8.736  (m)           28.66   (f) ADJUSTED    1 2
 DD2161
 DD2161.Superseded values are not recommended for survey control.
 DD2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2161.See file dsdata.txt to determine how the superseded data were derived.
 DD2161
 DD2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT413124(NAD 83)
 DD2161_MARKER: DD = SURVEY DISK
 DD2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2161_SP_SET: CONCRETE POST
 DD2161_STAMPING: VERT 45 120 1987
 DD2161_MARK LOGO: SCGS  
 DD2161_PROJECTION: RECESSED 7 CENTIMETERS
 DD2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2161+STABILITY: SURFACE MOTION
 DD2161
 DD2161  HISTORY     - Date     Condition        Report By
 DD2161  HISTORY     - 1987     MONUMENTED       SCGS
 DD2161  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2161
 DD2161                          STATION DESCRIPTION
 DD2161
 DD2161'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2161'12.7 KM (7.9 MI) NE FROM ANDREWS.
 DD2161'5.4 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2161'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2161'THE JUNCTION OF STATE HIGWHAY 527, CONTINUE 8.2 KM (5.1 MI)
 DD2161'NORTHEASTERLY ALONG STATE HIGHWAY 41, SET NEAR A POWER POLE WITH
 DD2161'SECURITY LIGHT AT THE SOUTH CORNER OF THE SOUTHWEST WING OF THE
 DD2161'WELDON HILL MISSIONARY BAPTIST CHURCH, 41.55 METERS (136.3 FT)
 DD2161'NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.33 METERS (7.6 FT)
 DD2161'WEST-SOUTHWEST OF THE LIGHT POLE, 1.46 METERS (4.8 FT) SOUTHWEST OF
 DD2161'THE CHURCH CORNER, 9.24 METERS (30.3 FT) SOUTHEAST OF THE WEST CORNER
 DD2161'OF THE SOUTHWEST WING, 32.15 METERS (105.5 FT) NORTH-NORTHWEST OF A
 DD2161'POWER POLE NEAR THE HIGHWAY.
 DD2161'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DD2161
 DD2161                          STATION RECOVERY (2006)
 DD2161
 DD2161'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2161'SEARCHED 20 MINUTES, MEASUREMENTS LED TO CONCRETE PARKING AREA,
 DD2161'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2162 ***********************************************************************
 DD2162  DESIGNATION -  45 121
 DD2162  PID         -  DD2162
 DD2162  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2162  USGS QUAD   -  RHEMS (1973)
 DD2162
 DD2162                         *CURRENT SURVEY CONTROL
 DD2162  ___________________________________________________________________
 DD2162* NAD 83(1986)-  33 31 50.     (N)    079 29 15.     (W)     SCALED    
 DD2162* NAVD 88     -         8.526  (meters)      27.97   (feet)  ADJUSTED  
 DD2162  ___________________________________________________________________
 DD2162  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DD2162  DYNAMIC HT  -           8.517 (meters)      27.94  (feet)  COMP
 DD2162  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 DD2162
 DD2162  VERT ORDER  -  FIRST     CLASS II
 DD2162
 DD2162.The horizontal coordinates were scaled from a topographic map and have
 DD2162.an estimated accuracy of +/- 6 seconds.
 DD2162
 DD2162.The orthometric height was determined by differential leveling
 DD2162.and adjusted by the National Geodetic Survey in June 1991..
 DD2162
 DD2162.The geoid height was determined by GEOID03.
 DD2162
 DD2162.The dynamic height is computed by dividing the NAVD 88
 DD2162.geopotential number by the normal gravity value computed on the
 DD2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2162.degrees latitude (g = 980.6199 gals.).
 DD2162
 DD2162.The modeled gravity was interpolated from observed gravity values.
 DD2162
 DD2162;                    North         East    Units  Estimated Accuracy
 DD2162;SPC SC       -   189,240.      750,060.      MT  (+/- 180 meters Scaled)
 DD2162
 DD2162                          SUPERSEDED SURVEY CONTROL
 DD2162
 DD2162  NGVD 29 (03/21/89)    8.830  (m)           28.97   (f) ADJUSTED    1 2
 DD2162
 DD2162.Superseded values are not recommended for survey control.
 DD2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2162.See file dsdata.txt to determine how the superseded data were derived.
 DD2162
 DD2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT404111(NAD 83)
 DD2162_MARKER: DD = SURVEY DISK
 DD2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2162_SP_SET: CONCRETE POST
 DD2162_STAMPING: VERT 45 121 1987
 DD2162_MARK LOGO: SCGS  
 DD2162_PROJECTION: RECESSED 3 CENTIMETERS
 DD2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2162+STABILITY: SURFACE MOTION
 DD2162
 DD2162  HISTORY     - Date     Condition        Report By
 DD2162  HISTORY     - 1987     MONUMENTED       SCGS
 DD2162
 DD2162                          STATION DESCRIPTION
 DD2162
 DD2162'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2162'11.1 KM (6.9 MI) NE FROM ANDREWS.
 DD2162'5.4 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2162'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2162'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 6.6 KM (4.1 MI)
 DD2162'NORTHEASTERLY ALONG HIGHWAY 41, SET NEAR THE SOUTHEAST CORNER AND IN
 DD2162'LINE WITH THE FRONT FACE OF A VINYL SIDED HOUSE, 37.78 METERS (123.9
 DD2162'FT) WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.17 METERS (13.7
 DD2162'FT) SOUTH-SOUTHWEST OF THE CORNER, 7.35 METERS (24.1 FT)
 DD2162'NORTH-NORTHEAST OF THE CENTER OF A SAND DRIVEWAY, 6.07 METERS (19.9
 DD2162'FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK
 DD2162'FRONT PORCH, 25.4 METERS (83.3 FT) WEST-NORTHWEST OF THE TELEPHONE
 DD2162'JUNCTION SUPPORT POST NUMBERS 1000/5/4-1.
 DD2162'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2163 ***********************************************************************
 DD2163  DESIGNATION -  45 122
 DD2163  PID         -  DD2163
 DD2163  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2163  USGS QUAD   -  RHEMS (1973)
 DD2163
 DD2163                         *CURRENT SURVEY CONTROL
 DD2163  ___________________________________________________________________
 DD2163* NAD 83(1986)-  33 31 03.     (N)    079 29 45.     (W)     SCALED    
 DD2163* NAVD 88     -         8.343  (meters)      27.37   (feet)  ADJUSTED  
 DD2163  ___________________________________________________________________
 DD2163  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DD2163  DYNAMIC HT  -           8.334 (meters)      27.34  (feet)  COMP
 DD2163  MODELED GRAV-     979,588.8   (mgal)                       NAVD 88
 DD2163
 DD2163  VERT ORDER  -  FIRST     CLASS II
 DD2163
 DD2163.The horizontal coordinates were scaled from a topographic map and have
 DD2163.an estimated accuracy of +/- 6 seconds.
 DD2163
 DD2163.The orthometric height was determined by differential leveling
 DD2163.and adjusted by the National Geodetic Survey in June 1991..
 DD2163
 DD2163.The geoid height was determined by GEOID03.
 DD2163
 DD2163.The dynamic height is computed by dividing the NAVD 88
 DD2163.geopotential number by the normal gravity value computed on the
 DD2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2163.degrees latitude (g = 980.6199 gals.).
 DD2163
 DD2163.The modeled gravity was interpolated from observed gravity values.
 DD2163
 DD2163;                    North         East    Units  Estimated Accuracy
 DD2163;SPC SC       -   187,790.      749,310.      MT  (+/- 180 meters Scaled)
 DD2163
 DD2163                          SUPERSEDED SURVEY CONTROL
 DD2163
 DD2163  NGVD 29 (03/21/89)    8.646  (m)           28.37   (f) ADJUSTED    1 2
 DD2163
 DD2163.Superseded values are not recommended for survey control.
 DD2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2163.See file dsdata.txt to determine how the superseded data were derived.
 DD2163
 DD2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT396096(NAD 83)
 DD2163_MARKER: DD = SURVEY DISK
 DD2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2163_SP_SET: CONCRETE POST
 DD2163_STAMPING: VERT 45 122 1987
 DD2163_MARK LOGO: SCGS  
 DD2163_PROJECTION: PROJECTING 11 CENTIMETERS
 DD2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2163+STABILITY: SURFACE MOTION
 DD2163
 DD2163  HISTORY     - Date     Condition        Report By
 DD2163  HISTORY     - 1987     MONUMENTED       SCGS
 DD2163
 DD2163                          STATION DESCRIPTION
 DD2163
 DD2163'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2163'9.5 KM (5.9 MI) NE FROM ANDREWS.
 DD2163'5.4 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2163'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2163'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 4.9 KM (3.05 MI)
 DD2163'NORTHEAST ALONG HIGHWAY 41, SET NEAR A BLAZED 12-INCH SWEETGUM TREE
 DD2163'ALONG THE NORTH SAND ROAD TO THE WALLACE CEMETARY, 25.9 METERS (85.0
 DD2163'FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2.7 METERS (8.9 FT)
 DD2163'NORTH-NORTHEAST OF THE TREE, 19.14 METERS (62.8 FT) EAST-SOUTHEAST OF
 DD2163'A 4-FOOT HIGH 2-INCH PIPE WITH WALLACE CEMETARY SIGN, 48.54 METERS
 DD2163'(159.3 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HEADSTONE
 DD2163'(CLARENCE ROBINSON), 5.65 METERS (18.5 FT) NORTHEAST OF THE SAND
 DD2163'ROAD.
 DD2163'THE MARK IS 0.36 METERS  SW FROM  A WITNESS POST
 DD2163'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2178 ***********************************************************************
 DD2178  DESIGNATION -  45 123
 DD2178  PID         -  DD2178
 DD2178  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2178  USGS QUAD   -  ANDREWS (1973)
 DD2178
 DD2178                         *CURRENT SURVEY CONTROL
 DD2178  ___________________________________________________________________
 DD2178* NAD 83(1986)-  33 29 48.     (N)    079 32 23.     (W)     SCALED    
 DD2178* NAVD 88     -         7.475  (meters)      24.52   (feet)  ADJUSTED  
 DD2178  ___________________________________________________________________
 DD2178  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD2178  DYNAMIC HT  -           7.467 (meters)      24.50  (feet)  COMP
 DD2178  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 DD2178
 DD2178  VERT ORDER  -  FIRST     CLASS II
 DD2178
 DD2178.The horizontal coordinates were scaled from a topographic map and have
 DD2178.an estimated accuracy of +/- 6 seconds.
 DD2178
 DD2178.The orthometric height was determined by differential leveling
 DD2178.and adjusted by the National Geodetic Survey in June 1991..
 DD2178
 DD2178.The geoid height was determined by GEOID03.
 DD2178
 DD2178.The dynamic height is computed by dividing the NAVD 88
 DD2178.geopotential number by the normal gravity value computed on the
 DD2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2178.degrees latitude (g = 980.6199 gals.).
 DD2178
 DD2178.The modeled gravity was interpolated from observed gravity values.
 DD2178
 DD2178;                    North         East    Units  Estimated Accuracy
 DD2178;SPC SC       -   185,420.      745,270.      MT  (+/- 180 meters Scaled)
 DD2178
 DD2178                          SUPERSEDED SURVEY CONTROL
 DD2178
 DD2178  NGVD 29 (03/21/89)    7.778  (m)           25.52   (f) ADJUSTED    1 2
 DD2178
 DD2178.Superseded values are not recommended for survey control.
 DD2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2178.See file dsdata.txt to determine how the superseded data were derived.
 DD2178
 DD2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT356073(NAD 83)
 DD2178_MARKER: DD = SURVEY DISK
 DD2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2178_SP_SET: CONCRETE POST
 DD2178_STAMPING: VERT 45 123 1987
 DD2178_MARK LOGO: SCGS  
 DD2178_PROJECTION: FLUSH
 DD2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2178+STABILITY: SURFACE MOTION
 DD2178
 DD2178  HISTORY     - Date     Condition        Report By
 DD2178  HISTORY     - 1987     MONUMENTED       SCGS
 DD2178
 DD2178                          STATION DESCRIPTION
 DD2178
 DD2178'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2178'5.4 KM (3.35 MI) NNE FROM ANDREWS.
 DD2178'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2178'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2178'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 0.3 KM (0.2 MI) NORTHEAST
 DD2178'ALONG HIGHWAY 41, THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG A DRIVEWAY
 DD2178'TO THE FARMERS TELEPHONE COMPANY SUBSTATION, SET IN LINE WITH THE
 DD2178'BACK FACE OF THE BUILDING AND IN LINE WITH THE SOUTHWEST SIDE OF A
 DD2178'CONCRETE PUMP SHED, 5.32 METERS (17.5 FT) WEST-SOUTHWEST OF THE WEST
 DD2178'CORNER OF THE BUILDING, 13.76 METERS (45.1 FT) SOUTH-SOUTHEAST OF THE
 DD2178'SOUTH CORNER OF THE SHED, 16.05 METERS (52.7 FT) EAST-NORTHEAST OF
 DD2178'THE SOUTHWEST SIDE OF A CHAIN LINK FENCE, 54.93 METERS (180.2 FT)
 DD2178'NORTHWEST OF A POWER POLE WITH THREE TRANSFORMERS AND A METER BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2179 ***********************************************************************
 DD2179  DESIGNATION -  45 124
 DD2179  PID         -  DD2179
 DD2179  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2179  USGS QUAD   -  ANDREWS (1973)
 DD2179
 DD2179                         *CURRENT SURVEY CONTROL
 DD2179  ___________________________________________________________________
 DD2179* NAD 83(1986)-  33 29 27.     (N)    079 32 44.     (W)     SCALED    
 DD2179* NAVD 88     -         7.122  (meters)      23.37   (feet)  ADJUSTED  
 DD2179  ___________________________________________________________________
 DD2179  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD2179  DYNAMIC HT  -           7.114 (meters)      23.34  (feet)  COMP
 DD2179  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DD2179
 DD2179  VERT ORDER  -  FIRST     CLASS II
 DD2179
 DD2179.The horizontal coordinates were scaled from a topographic map and have
 DD2179.an estimated accuracy of +/- 6 seconds.
 DD2179
 DD2179.The orthometric height was determined by differential leveling
 DD2179.and adjusted by the National Geodetic Survey in June 1991..
 DD2179
 DD2179.The geoid height was determined by GEOID03.
 DD2179
 DD2179.The dynamic height is computed by dividing the NAVD 88
 DD2179.geopotential number by the normal gravity value computed on the
 DD2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2179.degrees latitude (g = 980.6199 gals.).
 DD2179
 DD2179.The modeled gravity was interpolated from observed gravity values.
 DD2179
 DD2179;                    North         East    Units  Estimated Accuracy
 DD2179;SPC SC       -   184,760.      744,730.      MT  (+/- 180 meters Scaled)
 DD2179
 DD2179                          SUPERSEDED SURVEY CONTROL
 DD2179
 DD2179  NGVD 29 (03/21/89)    7.424  (m)           24.36   (f) ADJUSTED    1 2
 DD2179
 DD2179.Superseded values are not recommended for survey control.
 DD2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2179.See file dsdata.txt to determine how the superseded data were derived.
 DD2179
 DD2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT351066(NAD 83)
 DD2179_MARKER: DD = SURVEY DISK
 DD2179_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD2179_SP_SET: BRIDGE ABUTMENT
 DD2179_STAMPING: VERT 45 124 1987
 DD2179_MARK LOGO: SCGS  
 DD2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2179
 DD2179  HISTORY     - Date     Condition        Report By
 DD2179  HISTORY     - 1987     MONUMENTED       SCGS
 DD2179  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2179
 DD2179                          STATION DESCRIPTION
 DD2179
 DD2179'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2179'4.7 KM (2.9 MI) NNE FROM ANDREWS.
 DD2179'4.9 KM (3.05 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2179'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS, SET
 DD2179'IN TOP OF THE ABUTMENT AT THE NORTH CORNER OF THE BRIDGE OVER THE
 DD2179'BLACK RIVER.
 DD2179'THE MARK IS 0.25 METERS  W FROM  A WITNESS POST
 DD2179'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2179
 DD2179                          STATION RECOVERY (2006)
 DD2179
 DD2179'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2179'SEARCHED 20 MINUTES, A NEW BRIDGE WAS CONSTRUCTED 2002, PRESUMED
 DD2179'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2182 ***********************************************************************
 DD2182  DESIGNATION -  45 125
 DD2182  PID         -  DD2182
 DD2182  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2182  USGS QUAD   -  ANDREWS (1973)
 DD2182
 DD2182                         *CURRENT SURVEY CONTROL
 DD2182  ___________________________________________________________________
 DD2182* NAD 83(1986)-  33 28 18.     (N)    079 33 42.     (W)     SCALED    
 DD2182* NAVD 88     -         3.531  (meters)      11.58   (feet)  ADJUSTED  
 DD2182  ___________________________________________________________________
 DD2182  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD2182  DYNAMIC HT  -           3.527 (meters)      11.57  (feet)  COMP
 DD2182  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DD2182
 DD2182  VERT ORDER  -  FIRST     CLASS II
 DD2182
 DD2182.The horizontal coordinates were scaled from a topographic map and have
 DD2182.an estimated accuracy of +/- 6 seconds.
 DD2182
 DD2182.The orthometric height was determined by differential leveling
 DD2182.and adjusted by the National Geodetic Survey in June 1991..
 DD2182
 DD2182.The geoid height was determined by GEOID03.
 DD2182
 DD2182.The dynamic height is computed by dividing the NAVD 88
 DD2182.geopotential number by the normal gravity value computed on the
 DD2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2182.degrees latitude (g = 980.6199 gals.).
 DD2182
 DD2182.The modeled gravity was interpolated from observed gravity values.
 DD2182
 DD2182;                    North         East    Units  Estimated Accuracy
 DD2182;SPC SC       -   182,620.      743,270.      MT  (+/- 180 meters Scaled)
 DD2182
 DD2182                          SUPERSEDED SURVEY CONTROL
 DD2182
 DD2182  NGVD 29 (03/21/89)    3.833  (m)           12.58   (f) ADJUSTED    1 2
 DD2182
 DD2182.Superseded values are not recommended for survey control.
 DD2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2182.See file dsdata.txt to determine how the superseded data were derived.
 DD2182
 DD2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT336045(NAD 83)
 DD2182_MARKER: DD = SURVEY DISK
 DD2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2182_SP_SET: CONCRETE POST
 DD2182_STAMPING: VERT 45 125 1987
 DD2182_MARK LOGO: SCGS  
 DD2182_PROJECTION: RECESSED 2 CENTIMETERS
 DD2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2182+STABILITY: SURFACE MOTION
 DD2182
 DD2182  HISTORY     - Date     Condition        Report By
 DD2182  HISTORY     - 1987     MONUMENTED       SCGS
 DD2182
 DD2182                          STATION DESCRIPTION
 DD2182
 DD2182'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2182'2.3 KM (1.4 MI) NORTH FROM ANDREWS.
 DD2182'2.4 KM (1.5 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE) FROM
 DD2182'THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS, THENCE
 DD2182'0.15 KM (0.1 MI) SOUTHWEST ALONG STATE ROAD 21, SET NEAR THE
 DD2182'NORTHEAST SIDE OF A CHAIN LINK FENCE AROUND A BRICK HOUSE AND IN LINE
 DD2182'WITH THE FRONT FACE OF THE HOUSE, 26.75 METERS (87.8 FT) NORTHWEST OF
 DD2182'THE CENTER OF THE ROAD, 0.33 METER (1.1 FT) NORTHEAST OF THE FENCE,
 DD2182'14.16 METERS (46.5 FT) NORTHEAST OF THE EAST CORNER OF THE HOUSE,
 DD2182'10.94 METERS (35.9 FT) SOUTHWEST OF THE WEST CORNER OF A CONCRETE
 DD2182'BLOCK BUILDING (AN ABANDONED MEAT MARKET), 12.1 METERS (39.7 FT)
 DD2182'SOUTH-SOUTHEAST OF A SECURITY LIGHT POLE.
 DD2182'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2220 ***********************************************************************
 DD2220  DESIGNATION -  45 126
 DD2220  PID         -  DD2220
 DD2220  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2220  USGS QUAD   -  RHEMS (1973)
 DD2220
 DD2220                         *CURRENT SURVEY CONTROL
 DD2220  ___________________________________________________________________
 DD2220* NAD 83(1986)-  33 34 56.     (N)    079 26 13.     (W)     SCALED    
 DD2220* NAVD 88     -         9.799  (meters)      32.15   (feet)  ADJUSTED  
 DD2220  ___________________________________________________________________
 DD2220  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DD2220  DYNAMIC HT  -           9.788 (meters)      32.11  (feet)  COMP
 DD2220  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 DD2220
 DD2220  VERT ORDER  -  FIRST     CLASS II
 DD2220
 DD2220.The horizontal coordinates were scaled from a topographic map and have
 DD2220.an estimated accuracy of +/- 6 seconds.
 DD2220
 DD2220.The orthometric height was determined by differential leveling
 DD2220.and adjusted by the National Geodetic Survey in June 1991..
 DD2220
 DD2220.The geoid height was determined by GEOID03.
 DD2220
 DD2220.The dynamic height is computed by dividing the NAVD 88
 DD2220.geopotential number by the normal gravity value computed on the
 DD2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2220.degrees latitude (g = 980.6199 gals.).
 DD2220
 DD2220.The modeled gravity was interpolated from observed gravity values.
 DD2220
 DD2220;                    North         East    Units  Estimated Accuracy
 DD2220;SPC SC       -   195,040.      754,670.      MT  (+/- 180 meters Scaled)
 DD2220
 DD2220                          SUPERSEDED SURVEY CONTROL
 DD2220
 DD2220  NGVD 29 (03/21/89)   10.104  (m)           33.15   (f) ADJUSTED    1 2
 DD2220
 DD2220.Superseded values are not recommended for survey control.
 DD2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2220.See file dsdata.txt to determine how the superseded data were derived.
 DD2220
 DD2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT450169(NAD 83)
 DD2220_MARKER: DD = SURVEY DISK
 DD2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2220_SP_SET: CONCRETE POST
 DD2220_STAMPING: VERT 45 126 1987
 DD2220_MARK LOGO: SCGS  
 DD2220_PROJECTION: FLUSH
 DD2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2220+STABILITY: SURFACE MOTION
 DD2220
 DD2220  HISTORY     - Date     Condition        Report By
 DD2220  HISTORY     - 1987     MONUMENTED       SCGS
 DD2220
 DD2220                          STATION DESCRIPTION
 DD2220
 DD2220'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2220'26.7 KM (16.6 MI) NNW FROM GEORGETOWN.
 DD2220'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2220'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2220'(CHURCH STREET) IN GEORGETOWN, THENCE 24.4 KM (15.15 MI)
 DD2220'NORTHWESTERLY ALONG STATE HIGHWAY 51, SET ALONG A FENCE LINE IN THE
 DD2220'SOUTHWEST ANGLE OF THE ENTRANCE ROAD TO THE BLACK MINGO RANCH, 1.6 KM
 DD2220'(1.0 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 41, 20.83 METERS
 DD2220'(68.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A SMALL BARN, 11.25
 DD2220'METERS (36.9 FT) WEST OF THE CENTER OF THE HIGHWAY, 0.73 METER (2.4
 DD2220'FT) WEST OF THE FENCE, 33.26 METERS (109.1 FT) NORTHEAST OF THE
 DD2220'NORTHEAST CORNER OF A HOUSE, 4.23 METERS (13.9 FT) SOUTH OF A POWER
 DD2220'POLE WITH A GUY WIRE, 11.9 METERS (39.0 FT) SOUTH-SOUTHEAST OF THE
 DD2220'CENTER OF THE ROAD.
 DD2220'THE MARK IS 1.4 METERS  SSW FROM  A WITNESS POST
 DD2220'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2285 ***********************************************************************
 DD2285  DESIGNATION -  45 127
 DD2285  PID         -  DD2285
 DD2285  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2285  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2285
 DD2285                         *CURRENT SURVEY CONTROL
 DD2285  ___________________________________________________________________
 DD2285* NAD 83(1986)-  33 45 11.     (N)    079 26 05.     (W)     SCALED    
 DD2285* NAVD 88     -        16.063  (meters)      52.70   (feet)  ADJUSTED  
 DD2285  ___________________________________________________________________
 DD2285  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DD2285  DYNAMIC HT  -          16.047 (meters)      52.65  (feet)  COMP
 DD2285  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 DD2285
 DD2285  VERT ORDER  -  FIRST     CLASS II
 DD2285
 DD2285.The horizontal coordinates were scaled from a topographic map and have
 DD2285.an estimated accuracy of +/- 6 seconds.
 DD2285
 DD2285.The orthometric height was determined by differential leveling
 DD2285.and adjusted by the National Geodetic Survey in June 1991..
 DD2285
 DD2285.The geoid height was determined by GEOID03.
 DD2285
 DD2285.The dynamic height is computed by dividing the NAVD 88
 DD2285.geopotential number by the normal gravity value computed on the
 DD2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2285.degrees latitude (g = 980.6199 gals.).
 DD2285
 DD2285.The modeled gravity was interpolated from observed gravity values.
 DD2285
 DD2285;                    North         East    Units  Estimated Accuracy
 DD2285;SPC SC       -   213,990.      754,590.      MT  (+/- 180 meters Scaled)
 DD2285
 DD2285                          SUPERSEDED SURVEY CONTROL
 DD2285
 DD2285  NGVD 29 (03/21/89)   16.371  (m)           53.71   (f) ADJUSTED    1 2
 DD2285
 DD2285.Superseded values are not recommended for survey control.
 DD2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2285.See file dsdata.txt to determine how the superseded data were derived.
 DD2285
 DD2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT449358(NAD 83)
 DD2285_MARKER: DD = SURVEY DISK
 DD2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2285_SP_SET: CONCRETE POST
 DD2285_STAMPING: VERT 45 127 1987
 DD2285_MARK LOGO: SCGS  
 DD2285_PROJECTION: FLUSH
 DD2285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2285+STABILITY: SURFACE MOTION
 DD2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2285+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DD2285
 DD2285  HISTORY     - Date     Condition        Report By
 DD2285  HISTORY     - 1987     MONUMENTED       SCGS
 DD2285  HISTORY     - 19930504 GOOD             SCGS
 DD2285
 DD2285                          STATION DESCRIPTION
 DD2285
 DD2285'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2285'IN HEMINGWAY.
 DD2285'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2285'1.15 KM (0.7 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2285'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2285'HEMINGWAY, SET NEAR THE SOUTHEAST CORNER OF THE MAIN PORTION OF THE
 DD2285'HEMINGWAY BROAD CHURCH OF GOD IN THE NORTHEAST ANGLE OF STATE ROAD
 DD2285'726, 20.9 METERS (68.6 FT) NORTH OF THE CENTER OF THE HIGHWAY, 23.05
 DD2285'METERS (75.6 FT) EAST OF THE CENTER OF THE ROAD, 19.64 METERS (64.4
 DD2285'FT) WEST-NORTHWEST OF A Y-SHAPED PECAN TREE, 7.6 METERS (24.9 FT)
 DD2285'WEST OF THE WEST EDGE OF A SIDEWALK, 0.98 METER (3.2 FT) SOUTH OF THE
 DD2285'CORNER OF THE CHURCH.
 DD2285
 DD2285                          STATION RECOVERY (1993)
 DD2285
 DD2285'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD2285'STATION IS LOCATED 0.7 MILE (1.1 KM) EAST OF HEMINGWAY.
 DD2285'OWNERSHIP--BROAD STREET CHURCH OF GOD. TO REACH THE STATION FROM THE
 DD2285'JUNCTION OF STATE HIGHWAYS 41, 51 (NORTH MAIN STREET) AND 261 (EAST
 DD2285'BROAD STREET) IN HEMINGWAY, GO EAST ON HIGHWAY 261 FOR 0.7 MILE
 DD2285'(1.1 KM) TO THE JUNCTION OF STATE ROAD 726 AND THE STATION NEAR THE
 DD2285'SOUTHEAST CORNER OF THE BROAD STREET CHURCH OF GOD IN THE NORTHEAST
 DD2285'ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 DD2285'(6.1 CM) AND LEVEL WITH THE HIGHWAY, 3.0 FEET (0.9 M) SOUTH OF THE
 DD2285'SOUTHEAST CORNER OF THE CHURCH, 24.6 FEET (7.5 M) WEST OF THE WEST
 DD2285'EDGE OF THE CONCRETE SIDEWALK LEADING TO THE CHURCH, 75.5 FEET
 DD2285'(23.0 M) EAST OF THE CENTER OF THE ROAD, 68.7 FEET (20.9 M) NORTH OF
 DD2285'THE CENTER OF THE HIGHWAY. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2286 ***********************************************************************
 DD2286  DESIGNATION -  45 128
 DD2286  PID         -  DD2286
 DD2286  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2286  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2286
 DD2286                         *CURRENT SURVEY CONTROL
 DD2286  ___________________________________________________________________
 DD2286* NAD 83(1986)-  33 45 16.     (N)    079 25 09.     (W)     SCALED    
 DD2286* NAVD 88     -        16.309  (meters)      53.51   (feet)  ADJUSTED  
 DD2286  ___________________________________________________________________
 DD2286  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DD2286  DYNAMIC HT  -          16.293 (meters)      53.45  (feet)  COMP
 DD2286  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 DD2286
 DD2286  VERT ORDER  -  FIRST     CLASS II
 DD2286
 DD2286.The horizontal coordinates were scaled from a topographic map and have
 DD2286.an estimated accuracy of +/- 6 seconds.
 DD2286
 DD2286.The orthometric height was determined by differential leveling
 DD2286.and adjusted by the National Geodetic Survey in June 1991..
 DD2286
 DD2286.The geoid height was determined by GEOID03.
 DD2286
 DD2286.The dynamic height is computed by dividing the NAVD 88
 DD2286.geopotential number by the normal gravity value computed on the
 DD2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2286.degrees latitude (g = 980.6199 gals.).
 DD2286
 DD2286.The modeled gravity was interpolated from observed gravity values.
 DD2286
 DD2286;                    North         East    Units  Estimated Accuracy
 DD2286;SPC SC       -   214,160.      756,030.      MT  (+/- 180 meters Scaled)
 DD2286
 DD2286                          SUPERSEDED SURVEY CONTROL
 DD2286
 DD2286  NGVD 29 (03/21/89)   16.616  (m)           54.51   (f) ADJUSTED    1 2
 DD2286
 DD2286.Superseded values are not recommended for survey control.
 DD2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2286.See file dsdata.txt to determine how the superseded data were derived.
 DD2286
 DD2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT464360(NAD 83)
 DD2286_MARKER: DD = SURVEY DISK
 DD2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2286_SP_SET: CONCRETE POST
 DD2286_STAMPING: VERT 45 128 1987
 DD2286_MARK LOGO: SCGS  
 DD2286_PROJECTION: FLUSH
 DD2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2286+STABILITY: SURFACE MOTION
 DD2286
 DD2286  HISTORY     - Date     Condition        Report By
 DD2286  HISTORY     - 1987     MONUMENTED       SCGS
 DD2286
 DD2286                          STATION DESCRIPTION
 DD2286
 DD2286'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2286'2.6 KM (1.6 MI) EAST FROM HEMINGWAY.
 DD2286'2.65 KM (1.65 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2286'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2286'HEMINGWAY, SET NEAR THE NORTHWEST CORNER OF A BRICK HOUSE ACROSS THE
 DD2286'HIGHWAY FROM A RESTAURANT, 41.33 METERS (135.6 FT) SOUTH OF THE
 DD2286'CENTER OF THE HIGHWAY, 15.4 METERS (50.5 FT) NORTH-NORTHEAST OF A
 DD2286'DOUBLE-TRUNKED LIVE OAK TREE, 1.1 METERS (3.6 FT) WEST OF THE CORNER
 DD2286'OF THE HOUSE, 0.99 METER (3.2 FT) WEST-NORTHWEST OF THE WEST SIDE OF
 DD2286'THE HOUSE.
 DD2286'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2287 ***********************************************************************
 DD2287  DESIGNATION -  45 129
 DD2287  PID         -  DD2287
 DD2287  STATE/COUNTY-  SC/WILLIAMSBURG
 DD2287  USGS QUAD   -  JOHNSONVILLE (1990)
 DD2287
 DD2287                         *CURRENT SURVEY CONTROL
 DD2287  ___________________________________________________________________
 DD2287* NAD 83(1986)-  33 45 01.     (N)    079 24 13.     (W)     SCALED    
 DD2287* NAVD 88     -        17.675  (meters)      57.99   (feet)  ADJUSTED  
 DD2287  ___________________________________________________________________
 DD2287  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DD2287  DYNAMIC HT  -          17.657 (meters)      57.93  (feet)  COMP
 DD2287  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 DD2287
 DD2287  VERT ORDER  -  FIRST     CLASS II
 DD2287
 DD2287.The horizontal coordinates were scaled from a topographic map and have
 DD2287.an estimated accuracy of +/- 6 seconds.
 DD2287
 DD2287.The orthometric height was determined by differential leveling
 DD2287.and adjusted by the National Geodetic Survey in June 1991..
 DD2287
 DD2287.The geoid height was determined by GEOID03.
 DD2287
 DD2287.The dynamic height is computed by dividing the NAVD 88
 DD2287.geopotential number by the normal gravity value computed on the
 DD2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2287.degrees latitude (g = 980.6199 gals.).
 DD2287
 DD2287.The modeled gravity was interpolated from observed gravity values.
 DD2287
 DD2287;                    North         East    Units  Estimated Accuracy
 DD2287;SPC SC       -   213,720.      757,480.      MT  (+/- 180 meters Scaled)
 DD2287
 DD2287                          SUPERSEDED SURVEY CONTROL
 DD2287
 DD2287  NGVD 29 (03/21/89)   17.982  (m)           59.00   (f) ADJUSTED    1 2
 DD2287
 DD2287.Superseded values are not recommended for survey control.
 DD2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2287.See file dsdata.txt to determine how the superseded data were derived.
 DD2287
 DD2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT478356(NAD 83)
 DD2287_MARKER: DD = SURVEY DISK
 DD2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2287_SP_SET: CONCRETE POST
 DD2287_STAMPING: VERT 45 129 1987
 DD2287_MARK LOGO: SCGS  
 DD2287_PROJECTION: FLUSH
 DD2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2287+STABILITY: SURFACE MOTION
 DD2287
 DD2287  HISTORY     - Date     Condition        Report By
 DD2287  HISTORY     - 1987     MONUMENTED       SCGS
 DD2287  HISTORY     - 20011201 MARK NOT FOUND   USPSQD
 DD2287  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 DD2287  HISTORY     - 20040905 MARK NOT FOUND   USPSQD
 DD2287
 DD2287                          STATION DESCRIPTION
 DD2287
 DD2287'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2287'4.0 KM (2.5 MI) EAST FROM HEMINGWAY.
 DD2287'4.2 KM (2.6 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET) FROM
 DD2287'THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN HEMINGWAY,
 DD2287'SET NEAR THE WEST CORNER OF A SMALL WOODEN HOUSE AND IN LINE WITH THE
 DD2287'FRONT FACE OF THE HOUSE, 49.46 METERS (162.3 FT) NORTHEAST OF THE
 DD2287'CENTER OF THE HIGHWAY, 8.95 METERS (29.4 FT) SOUTH-SOUTHEAST OF A
 DD2287'LONE MAGNOLIA TREE, 3.43 METERS (11.3 FT) NORTHWEST OF THE CORNER OF
 DD2287'THE HOUSE, 13.55 METERS (44.5 FT) SOUTH-SOUTHWEST OF A DOUBLE-TRUNKED
 DD2287'LIVE OAK TREE.
 DD2287'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2287
 DD2287                          STATION RECOVERY (2001)
 DD2287
 DD2287'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD2287'MARK NOT FOUND.
 DD2287
 DD2287                          STATION RECOVERY (2002)
 DD2287
 DD2287'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD2287'MARK NOT FOUND.
 DD2287
 DD2287                          STATION RECOVERY (2004)
 DD2287
 DD2287'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4748 ***********************************************************************
 DD4748  DESIGNATION -  45 130
 DD4748  PID         -  DD4748
 DD4748  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4748  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD4748
 DD4748                         *CURRENT SURVEY CONTROL
 DD4748  ___________________________________________________________________
 DD4748* NAD 83(1986)-  33 32 47.     (N)    079 42 34.     (W)     SCALED    
 DD4748* NAVD 88     -        17.730  (meters)      58.17   (feet)  ADJUSTED  
 DD4748  ___________________________________________________________________
 DD4748  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DD4748  DYNAMIC HT  -          17.711 (meters)      58.11  (feet)  COMP
 DD4748  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 DD4748
 DD4748  VERT ORDER  -  FIRST     CLASS II
 DD4748
 DD4748.The horizontal coordinates were scaled from a topographic map and have
 DD4748.an estimated accuracy of +/- 6 seconds.
 DD4748
 DD4748.The orthometric height was determined by differential leveling
 DD4748.and adjusted by the National Geodetic Survey in June 1994..
 DD4748
 DD4748.The geoid height was determined by GEOID03.
 DD4748
 DD4748.The dynamic height is computed by dividing the NAVD 88
 DD4748.geopotential number by the normal gravity value computed on the
 DD4748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4748.degrees latitude (g = 980.6199 gals.).
 DD4748
 DD4748.The modeled gravity was interpolated from observed gravity values.
 DD4748
 DD4748;                    North         East    Units  Estimated Accuracy
 DD4748;SPC SC       -   190,720.      729,430.      MT  (+/- 180 meters Scaled)
 DD4748
 DD4748                          SUPERSEDED SURVEY CONTROL
 DD4748
 DD4748.No superseded survey control is available for this station.
 DD4748
 DD4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT198126(NAD 83)
 DD4748_MARKER: DD = SURVEY DISK
 DD4748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4748_SP_SET: CONCRETE POST
 DD4748_STAMPING: 45 130 1993
 DD4748_MARK LOGO: SCGS  
 DD4748_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4748+STABILITY: SURFACE MOTION
 DD4748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4748+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4748
 DD4748  HISTORY     - Date     Condition        Report By
 DD4748  HISTORY     - 1993     MONUMENTED       SCGS
 DD4748
 DD4748                          STATION DESCRIPTION
 DD4748
 DD4748'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4748'STATION IS LOCATED 10.7 MILES (17.2 KM) SOUTHEAST OF KINGSTREE, 10.8
 DD4748'MILE (17.4 KM) NORTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4748'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4748'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4748'521 AND STATE HIGHWAY 41 IN ANDREWS, GO NORTHWEST ON HIGHWAY 521 FOR
 DD4748'10.4 MILES (16.7 KM) TO THE JUNCTION OF STATE ROAD 30, TURN RIGHT ON
 DD4748'ROAD 30 FOR 0.55 MILE (0.89 KM) TO THE STATION NEAR A POWER POLE
 DD4748'NUMBER 10 IN THE NORTHWEST ANGLE OF A CIRCULAR DRIVEWAY LEFT LEADING
 DD4748'TO A CONCRETE BLOCK HOUSE NUMBER 152. STATION IS A CONCRETE POST
 DD4748'FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 7.9 FEET
 DD4748'(2.4 M) NORTH NORTHWEST OF A SUPPORT POLE NUMBER 6171/16/3 FOR A
 DD4748'TELEPHONE JUNCTION BOX, 48.0 FEET (14.6 M) SOUTHWEST OF THE SOUTH END
 DD4748'OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 32.7 FEET
 DD4748'(10.0 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 14.0 FEET (4.3 M)
 DD4748'NORTHWEST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 DD4748'THE DRIVEWAY, 3.9 FEET (1.2 M) NORTH NORTHWEST OF THE POWER POLE,
 DD4748'125.1 FEET (38.1 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DD4748'BRICK CHIMNEY OF THE HOUSE, 119.9 FEET (36.5 M) SOUTHEAST OF THE EAST
 DD4748'CORNER OF THE HOUSE, 4.3 FEET (1.3 M) NORTH NORTHWEST OF A WITNESS
 DD4748'POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4750 ***********************************************************************
 DD4750  DESIGNATION -  45 131
 DD4750  PID         -  DD4750
 DD4750  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4750  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD4750
 DD4750                         *CURRENT SURVEY CONTROL
 DD4750  ___________________________________________________________________
 DD4750* NAD 83(1986)-  33 33 55.     (N)    079 42 45.     (W)     SCALED    
 DD4750* NAVD 88     -         6.703  (meters)      21.99   (feet)  ADJUSTED  
 DD4750  ___________________________________________________________________
 DD4750  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DD4750  DYNAMIC HT  -           6.696 (meters)      21.97  (feet)  COMP
 DD4750  MODELED GRAV-     979,615.9   (mgal)                       NAVD 88
 DD4750
 DD4750  VERT ORDER  -  FIRST     CLASS II
 DD4750
 DD4750.The horizontal coordinates were scaled from a topographic map and have
 DD4750.an estimated accuracy of +/- 6 seconds.
 DD4750
 DD4750.The orthometric height was determined by differential leveling
 DD4750.and adjusted by the National Geodetic Survey in June 1994..
 DD4750
 DD4750.The geoid height was determined by GEOID03.
 DD4750
 DD4750.The dynamic height is computed by dividing the NAVD 88
 DD4750.geopotential number by the normal gravity value computed on the
 DD4750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4750.degrees latitude (g = 980.6199 gals.).
 DD4750
 DD4750.The modeled gravity was interpolated from observed gravity values.
 DD4750
 DD4750;                    North         East    Units  Estimated Accuracy
 DD4750;SPC SC       -   192,810.      729,120.      MT  (+/- 180 meters Scaled)
 DD4750
 DD4750                          SUPERSEDED SURVEY CONTROL
 DD4750
 DD4750.No superseded survey control is available for this station.
 DD4750
 DD4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT195146(NAD 83)
 DD4750_MARKER: DD = SURVEY DISK
 DD4750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4750_SP_SET: CONCRETE POST
 DD4750_STAMPING: 45 131 1993
 DD4750_MARK LOGO: SCGS  
 DD4750_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4750+STABILITY: SURFACE MOTION
 DD4750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4750+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4750
 DD4750  HISTORY     - Date     Condition        Report By
 DD4750  HISTORY     - 1993     MONUMENTED       SCGS
 DD4750
 DD4750                          STATION DESCRIPTION
 DD4750
 DD4750'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4750'STATION IS LOCATED 9.6 MILES (15.4 KM) SOUTHEAST OF KINGSTREE, 11.8
 DD4750'MILES (19.0 KM) NORTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4750'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4750'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4750'521 AND STATE HIGHWAY 41 IN ANDREWS, GO NORTHWEST ON HIGHWAY 521 FOR
 DD4750'10.4 MILES (16.7 KM) TO THE JUNCTION OF STATE ROAD 30, TURN RIGHT ON
 DD4750'ROAD 30 FOR 1.9 MILES (3.1 KM) TO AN OVERHEAD POWER LINE CROSSING AND
 DD4750'THE STATION ON THE LEFT NEAR A POWER POLE NUMBER 65. STATION IS A
 DD4750'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE
 DD4750'ROAD, 48.3 FEET (14.7 M) WEST OF THE CENTER OF THE ROAD, 3.5 FEET
 DD4750'(1.1 M) SOUTH SOUTHEAST OF THE POWER POLE NUMBER 65, 12.6 FEET
 DD4750'(3.8 M) EAST NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 DD4750'ATTACHED, 2.8 FEET (0.9 M) SOUTH SOUTHEAST OF A WITNESS POST.
 DD4750'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4751 ***********************************************************************
 DD4751  DESIGNATION -  45 132
 DD4751  PID         -  DD4751
 DD4751  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4751  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD4751
 DD4751                         *CURRENT SURVEY CONTROL
 DD4751  ___________________________________________________________________
 DD4751* NAD 83(1986)-  33 34 51.     (N)    079 42 42.     (W)     SCALED    
 DD4751* NAVD 88     -        10.791  (meters)      35.40   (feet)  ADJUSTED  
 DD4751  ___________________________________________________________________
 DD4751  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DD4751  DYNAMIC HT  -          10.780 (meters)      35.37  (feet)  COMP
 DD4751  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 DD4751
 DD4751  VERT ORDER  -  FIRST     CLASS II
 DD4751
 DD4751.The horizontal coordinates were scaled from a topographic map and have
 DD4751.an estimated accuracy of +/- 6 seconds.
 DD4751
 DD4751.The orthometric height was determined by differential leveling
 DD4751.and adjusted by the National Geodetic Survey in June 1994..
 DD4751
 DD4751.The geoid height was determined by GEOID03.
 DD4751
 DD4751.The dynamic height is computed by dividing the NAVD 88
 DD4751.geopotential number by the normal gravity value computed on the
 DD4751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4751.degrees latitude (g = 980.6199 gals.).
 DD4751
 DD4751.The modeled gravity was interpolated from observed gravity values.
 DD4751
 DD4751;                    North         East    Units  Estimated Accuracy
 DD4751;SPC SC       -   194,540.      729,180.      MT  (+/- 180 meters Scaled)
 DD4751
 DD4751                          SUPERSEDED SURVEY CONTROL
 DD4751
 DD4751.No superseded survey control is available for this station.
 DD4751
 DD4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT195164(NAD 83)
 DD4751_MARKER: DD = SURVEY DISK
 DD4751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4751_SP_SET: CONCRETE POST
 DD4751_STAMPING: 45 132 1993
 DD4751_MARK LOGO: SCGS  
 DD4751_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4751+STABILITY: SURFACE MOTION
 DD4751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4751+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4751
 DD4751  HISTORY     - Date     Condition        Report By
 DD4751  HISTORY     - 1993     MONUMENTED       SCGS
 DD4751
 DD4751                          STATION DESCRIPTION
 DD4751
 DD4751'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4751'STATION IS LOCATED 9.9 MILES (15.9 KM) SOUTHEAST OF KINGSTREE, 12.5
 DD4751'MILES (20.1 KM) NORTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4751'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4751'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4751'521 AND STATE HIGHWAY 41 IN ANDREWS, GO NORTHWEST ON HIGHWAY 521 FOR
 DD4751'10.4 MILES (16.7 KM) TO THE JUNCTION OF STATE ROAD 30, TURN RIGHT ON
 DD4751'ROAD 30 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE ROAD 285,
 DD4751'TURN RIGHT ON ROAD 30 FOR 0.4 MILE (0.6 KM) TO A SAND ROAD RIGHT AND
 DD4751'A FIELD ACCESS ROAD LEFT AND THE STATION NEAR A POWER POLE IN THE
 DD4751'NORTHWEST ANGLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD4751'LEVEL WITH THE ROAD, 33.0 FEET (10.1 M) WEST NORTHWEST OF THE CENTER
 DD4751'OF THE ROAD, 24.0 FEET (7.3 M) NORTHEAST OF THE EXTENDED CENTER OF
 DD4751'THE SAND ROAD, 52.0 FEET (15.8 M) NORTHEAST OF THE CENTER OF THE
 DD4751'FIELD ACCESS ROAD, 2.7 FEET (0.8 M) SOUTHWEST OF THE POWER POLE WITH
 DD4751'A SCGS REFERENCE WASHER AND A GUY WIRE, 2.6 FEET (0.8 M) SOUTHWEST OF
 DD4751'A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4752 ***********************************************************************
 DD4752  DESIGNATION -  45 133
 DD4752  PID         -  DD4752
 DD4752  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4752  USGS QUAD   -  KELLEHAN CROSSROADS (1990)
 DD4752
 DD4752                         *CURRENT SURVEY CONTROL
 DD4752  ___________________________________________________________________
 DD4752* NAD 83(1986)-  33 35 28.     (N)    079 42 26.     (W)     SCALED    
 DD4752* NAVD 88     -        17.311  (meters)      56.79   (feet)  ADJUSTED  
 DD4752  ___________________________________________________________________
 DD4752  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DD4752  DYNAMIC HT  -          17.293 (meters)      56.74  (feet)  COMP
 DD4752  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 DD4752
 DD4752  VERT ORDER  -  FIRST     CLASS II
 DD4752
 DD4752.The horizontal coordinates were scaled from a topographic map and have
 DD4752.an estimated accuracy of +/- 6 seconds.
 DD4752
 DD4752.The orthometric height was determined by differential leveling
 DD4752.and adjusted by the National Geodetic Survey in June 1994..
 DD4752
 DD4752.The geoid height was determined by GEOID03.
 DD4752
 DD4752.The dynamic height is computed by dividing the NAVD 88
 DD4752.geopotential number by the normal gravity value computed on the
 DD4752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4752.degrees latitude (g = 980.6199 gals.).
 DD4752
 DD4752.The modeled gravity was interpolated from observed gravity values.
 DD4752
 DD4752;                    North         East    Units  Estimated Accuracy
 DD4752;SPC SC       -   195,680.      729,570.      MT  (+/- 180 meters Scaled)
 DD4752
 DD4752                          SUPERSEDED SURVEY CONTROL
 DD4752
 DD4752.No superseded survey control is available for this station.
 DD4752
 DD4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT199175(NAD 83)
 DD4752_MARKER: DD = SURVEY DISK
 DD4752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4752_SP_SET: CONCRETE POST
 DD4752_STAMPING: 45 133 1993
 DD4752_MARK LOGO: SCGS  
 DD4752_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4752+STABILITY: SURFACE MOTION
 DD4752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4752+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4752
 DD4752  HISTORY     - Date     Condition        Report By
 DD4752  HISTORY     - 1993     MONUMENTED       SCGS
 DD4752
 DD4752                          STATION DESCRIPTION
 DD4752
 DD4752'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4752'STATION IS LOCATED 8.7 MILES (14.0 KM) SOUTHEAST OF KINGSTREE, 12.9
 DD4752'MILES (20.8 KM) NORTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4752'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4752'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD4752'HIGHWAYS 527 AND 377 NEAR THE SOUTH EDGE OF KINGSTREE, GO EAST ON
 DD4752'HIGHWAY 527 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 270
 DD4752'AHEAD AND STATE HIGHWAY 527 RIGHT, TURN RIGHT ON HIGHWAY 527 FOR 7.9
 DD4752'MILES (12.7 KM) TO THE JUNCTION OF STATE ROAD 30, TURN RIGHT ON ROAD
 DD4752'30 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD 800, CONTINUE
 DD4752'ON ROAD 30 FOR 0.1 MILE (0.2 KM) TO THE STATION NEAR A TELEPHONE
 DD4752'JUNCTION BOX IN THE SOUTHEAST ANGLE OF A DRIVEWAY LEFT LEADING TO A
 DD4752'BRICK HOUSE NUMBER 230. STATION IS A CONCRETE POST FLUSH WITH THE
 DD4752'GROUND AND LEVEL WITH THE ROAD, 35.5 FEET (10.8 M) EAST SOUTHEAST OF
 DD4752'THE CENTER OF THE ROAD, 10.6 FEET (3.2 M) EAST SOUTHEAST OF THE
 DD4752'TELEPHONE JUNCTION BOX 61-10/4C/4, 65.7 FEET (20.0 M) WEST OF THE
 DD4752'SOUTHWEST CORNER OF THE HOUSE, 14.7 FEET (4.5 M) SOUTH SOUTHWEST OF
 DD4752'THE CENTER OF THE DRIVEWAY, 18.8 FEET (5.7 M) EAST NORTHEAST OF A
 DD4752'1.8-FOOT SWEETGUM TREE, 4.3 FEET (1.3 M) NORTH OF A WITNESS POST.
 DD4752'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4741 ***********************************************************************
 DD4741  DESIGNATION -  45 134
 DD4741  PID         -  DD4741
 DD4741  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4741  USGS QUAD   -  JAMESTOWN (1973)
 DD4741
 DD4741                         *CURRENT SURVEY CONTROL
 DD4741  ___________________________________________________________________
 DD4741* NAD 83(1986)-  33 21 30.     (N)    079 39 55.     (W)     SCALED    
 DD4741* NAVD 88     -        11.392  (meters)      37.38   (feet)  ADJUSTED  
 DD4741  ___________________________________________________________________
 DD4741  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DD4741  DYNAMIC HT  -          11.380 (meters)      37.34  (feet)  COMP
 DD4741  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DD4741
 DD4741  VERT ORDER  -  FIRST     CLASS II
 DD4741
 DD4741.The horizontal coordinates were scaled from a topographic map and have
 DD4741.an estimated accuracy of +/- 6 seconds.
 DD4741
 DD4741.The orthometric height was determined by differential leveling
 DD4741.and adjusted by the National Geodetic Survey in June 1994..
 DD4741
 DD4741.The geoid height was determined by GEOID03.
 DD4741
 DD4741.The dynamic height is computed by dividing the NAVD 88
 DD4741.geopotential number by the normal gravity value computed on the
 DD4741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4741.degrees latitude (g = 980.6199 gals.).
 DD4741
 DD4741.The modeled gravity was interpolated from observed gravity values.
 DD4741
 DD4741;                    North         East    Units  Estimated Accuracy
 DD4741;SPC SC       -   169,920.      733,800.      MT  (+/- 180 meters Scaled)
 DD4741
 DD4741                          SUPERSEDED SURVEY CONTROL
 DD4741
 DD4741.No superseded survey control is available for this station.
 DD4741
 DD4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS241918(NAD 83)
 DD4741_MARKER: DD = SURVEY DISK
 DD4741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4741_SP_SET: CONCRETE POST
 DD4741_STAMPING: 45 134 1993
 DD4741_MARK LOGO: SCGS  
 DD4741_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4741+STABILITY: SURFACE MOTION
 DD4741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4741+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4741
 DD4741  HISTORY     - Date     Condition        Report By
 DD4741  HISTORY     - 1993     MONUMENTED       SCGS
 DD4741
 DD4741                          STATION DESCRIPTION
 DD4741
 DD4741'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4741'STATION IS LOCATED 5.2 MILES (8.4 KM) NORTH NORTHEAST OF JAMESTOWN,
 DD4741'8.8 MILES (14.2 KM) SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR
 DD4741'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4741'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4741'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD4741'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO WEST
 DD4741'SOUTHWEST ON HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO
 DD4741'THE JUNCTION OF STATE ROAD 45, TURN RIGHT ON ROAD 45 FOR 0.55 MILE
 DD4741'(0.89 KM) TO THE WEST ONE OF TWO DRIVEWAYS RIGHT LEADING TO A MOBILE
 DD4741'HOME AND THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE.
 DD4741'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD4741'ROAD, 87.3 FEET (26.6 M) SOUTH OF A POWER LINE STUB POLE WITH AN
 DD4741'ELECTRIC METER ATTACHED, 65.2 FEET (19.9 M) SOUTH OF THE SOUTHWEST
 DD4741'CORNER OF THE HOME, 24.4 FEET (7.4 M) NORTH OF THE CENTER OF THE
 DD4741'ROAD, 3.1 FEET (0.9 M) WEST OF THE POWER POLE WITH A TRANSFORMER AND
 DD4741'A SECURITY LIGHT, 14.8 FEET (4.5 M) EAST OF THE EAST END OF A
 DD4741'2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE WEST DRIVEWAY, 35.0 FEET
 DD4741'(10.7 M) SOUTHWEST OF A 1.6-FOOT OAK TREE, 60.4 FEET (18.4 M) SOUTH
 DD4741'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PATIO IN FRONT OF THE
 DD4741'HOUSE. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4742 ***********************************************************************
 DD4742  DESIGNATION -  45 135
 DD4742  PID         -  DD4742
 DD4742  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4742  USGS QUAD   -  JAMESTOWN (1973)
 DD4742
 DD4742                         *CURRENT SURVEY CONTROL
 DD4742  ___________________________________________________________________
 DD4742* NAD 83(1986)-  33 21 26.     (N)    079 41 06.     (W)     SCALED    
 DD4742* NAVD 88     -        11.297  (meters)      37.06   (feet)  ADJUSTED  
 DD4742  ___________________________________________________________________
 DD4742  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DD4742  DYNAMIC HT  -          11.285 (meters)      37.02  (feet)  COMP
 DD4742  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DD4742
 DD4742  VERT ORDER  -  FIRST     CLASS II
 DD4742
 DD4742.The horizontal coordinates were scaled from a topographic map and have
 DD4742.an estimated accuracy of +/- 6 seconds.
 DD4742
 DD4742.The orthometric height was determined by differential leveling
 DD4742.and adjusted by the National Geodetic Survey in June 1994..
 DD4742
 DD4742.The geoid height was determined by GEOID03.
 DD4742
 DD4742.The dynamic height is computed by dividing the NAVD 88
 DD4742.geopotential number by the normal gravity value computed on the
 DD4742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4742.degrees latitude (g = 980.6199 gals.).
 DD4742
 DD4742.The modeled gravity was interpolated from observed gravity values.
 DD4742
 DD4742;                    North         East    Units  Estimated Accuracy
 DD4742;SPC SC       -   169,770.      731,970.      MT  (+/- 180 meters Scaled)
 DD4742
 DD4742                          SUPERSEDED SURVEY CONTROL
 DD4742
 DD4742.No superseded survey control is available for this station.
 DD4742
 DD4742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS223916(NAD 83)
 DD4742_MARKER: DD = SURVEY DISK
 DD4742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4742_SP_SET: CONCRETE POST
 DD4742_STAMPING: 45 135 1993
 DD4742_MARK LOGO: SCGS  
 DD4742_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4742+STABILITY: SURFACE MOTION
 DD4742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4742+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4742
 DD4742  HISTORY     - Date     Condition        Report By
 DD4742  HISTORY     - 1993     MONUMENTED       SCGS
 DD4742
 DD4742                          STATION DESCRIPTION
 DD4742
 DD4742'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4742'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTH OF JAMESTOWN, 9.7 MILES
 DD4742'(15.6 KM) SOUTHWEST OF ANDREWS. OWNERSHIP--LAWRENCE AND RICHARD DEAN
 DD4742'MARTIN, ROUTE 2, BOX 2, ANDREWS, SC 29510, PHONE 803-387-6229. TO
 DD4742'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD4742'(SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE ROAD), 5.6
 DD4742'MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO WEST SOUTHWEST ON
 DD4742'HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF
 DD4742'STATE ROAD 45, TURN RIGHT ON ROAD 45 FOR 1.7 MILES (2.7 KM) TO A
 DD4742'DRIVEWAY RIGHT LEADING TO A WOODEN HOUSE AND THE STATION NEAR A POWER
 DD4742'POLE AND AN ABOVE GROUND SWIMMING POOL. STATION IS A CONCRETE POST
 DD4742'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 108.0 FEET (32.9 M)
 DD4742'NORTH OF THE CENTER OF THE ROAD, 4.0 FEET (1.2 M) SOUTH SOUTHWEST OF
 DD4742'THE POWER POLE WITH A SECURITY LIGHT, 45.3 FEET (13.8 M) SOUTHWEST OF
 DD4742'THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION OF A SUPPORT POST AT A
 DD4742'CARPORT OF THE HOME, 81.1 FEET (24.7 M) NORTHEAST OF A POWER POLE
 DD4742'WITH A TRANSFORMER AND A GUY WIRE, 95.3 FEET (29.0 M) NORTH NORTHWEST
 DD4742'OF THE WEST END OF A 3.0-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DD4742'DRIVEWAY. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4743 ***********************************************************************
 DD4743  DESIGNATION -  45 136
 DD4743  PID         -  DD4743
 DD4743  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4743  USGS QUAD   -  JAMESTOWN (1973)
 DD4743
 DD4743                         *CURRENT SURVEY CONTROL
 DD4743  ___________________________________________________________________
 DD4743* NAD 83(1986)-  33 21 46.     (N)    079 42 24.     (W)     SCALED    
 DD4743* NAVD 88     -        11.565  (meters)      37.94   (feet)  ADJUSTED  
 DD4743  ___________________________________________________________________
 DD4743  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DD4743  DYNAMIC HT  -          11.552 (meters)      37.90  (feet)  COMP
 DD4743  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 DD4743
 DD4743  VERT ORDER  -  FIRST     CLASS II
 DD4743
 DD4743.The horizontal coordinates were scaled from a topographic map and have
 DD4743.an estimated accuracy of +/- 6 seconds.
 DD4743
 DD4743.The orthometric height was determined by differential leveling
 DD4743.and adjusted by the National Geodetic Survey in June 1994..
 DD4743
 DD4743.The geoid height was determined by GEOID03.
 DD4743
 DD4743.The dynamic height is computed by dividing the NAVD 88
 DD4743.geopotential number by the normal gravity value computed on the
 DD4743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4743.degrees latitude (g = 980.6199 gals.).
 DD4743
 DD4743.The modeled gravity was interpolated from observed gravity values.
 DD4743
 DD4743;                    North         East    Units  Estimated Accuracy
 DD4743;SPC SC       -   170,360.      729,940.      MT  (+/- 180 meters Scaled)
 DD4743
 DD4743                          SUPERSEDED SURVEY CONTROL
 DD4743
 DD4743.No superseded survey control is available for this station.
 DD4743
 DD4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS203922(NAD 83)
 DD4743_MARKER: DD = SURVEY DISK
 DD4743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4743_SP_SET: CONCRETE POST
 DD4743_STAMPING: 45 136 1993
 DD4743_MARK LOGO: SCGS  
 DD4743_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4743+STABILITY: SURFACE MOTION
 DD4743
 DD4743  HISTORY     - Date     Condition        Report By
 DD4743  HISTORY     - 1993     MONUMENTED       SCGS
 DD4743
 DD4743                          STATION DESCRIPTION
 DD4743
 DD4743'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4743'STATION IS LOCATED 5.3 MILES (8.5 KM) NORTH OF JAMESTOWN, 10.4 MILES
 DD4743'(16.7 KM) SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4743'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4743'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4743'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD4743'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO WEST
 DD4743'SOUTHWEST ON HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO
 DD4743'THE JUNCTION OF STATE ROAD 45, TURN RIGHT ON ROAD 45 FOR 2.55 MILES
 DD4743'(4.10 KM) TO A SAND ROAD LEFT, CONTINUE ON ROAD 45 FOR 0.5 MILE
 DD4743'(0.8 KM) TO A SAND CROSSROAD, TURN LEFT ON THE SAND ROAD TO A LOCKED
 DD4743'GATE AND THE STATION NEAR A GATE POST ON THE RIGHT. STATION IS A
 DD4743'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SAND ROAD,
 DD4743'10.5 FEET (3.2 M) NORTHWEST OF THE CENTER OF THE SAND ROAD, 134.8
 DD4743'FEET (41.1 M) SOUTHWEST OF THE CENTER OF ROAD 45, 2.7 FEET (0.8 M)
 DD4743'NORTH OF THE NORTHWEST METAL GATE POST, 11.5 FEET (3.5 M) SOUTHEAST OF
 DD4743'A 1.1-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 121.0
 DD4743'FEET (36.9 M) SOUTH SOUTHWEST OF THE NORTHWEST END OF A 2.0-FOOT
 DD4743'CONCRETE PIPE CULVERT BENEATH THE SAND ROAD, 1.5 FEET (0.5 M)
 DD4743'SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4744 ***********************************************************************
 DD4744  DESIGNATION -  45 137
 DD4744  PID         -  DD4744
 DD4744  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4744  USGS QUAD   -  JAMESTOWN (1973)
 DD4744
 DD4744                         *CURRENT SURVEY CONTROL
 DD4744  ___________________________________________________________________
 DD4744* NAD 83(1986)-  33 22 24.     (N)    079 43 11.     (W)     SCALED    
 DD4744* NAVD 88     -         7.001  (meters)      22.97   (feet)  ADJUSTED  
 DD4744  ___________________________________________________________________
 DD4744  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DD4744  DYNAMIC HT  -           6.994 (meters)      22.95  (feet)  COMP
 DD4744  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 DD4744
 DD4744  VERT ORDER  -  FIRST     CLASS II
 DD4744
 DD4744.The horizontal coordinates were scaled from a topographic map and have
 DD4744.an estimated accuracy of +/- 6 seconds.
 DD4744
 DD4744.The orthometric height was determined by differential leveling
 DD4744.and adjusted by the National Geodetic Survey in June 1994..
 DD4744
 DD4744.The geoid height was determined by GEOID03.
 DD4744
 DD4744.The dynamic height is computed by dividing the NAVD 88
 DD4744.geopotential number by the normal gravity value computed on the
 DD4744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4744.degrees latitude (g = 980.6199 gals.).
 DD4744
 DD4744.The modeled gravity was interpolated from observed gravity values.
 DD4744
 DD4744;                    North         East    Units  Estimated Accuracy
 DD4744;SPC SC       -   171,520.      728,710.      MT  (+/- 180 meters Scaled)
 DD4744
 DD4744                          SUPERSEDED SURVEY CONTROL
 DD4744
 DD4744.No superseded survey control is available for this station.
 DD4744
 DD4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS190934(NAD 83)
 DD4744_MARKER: DD = SURVEY DISK
 DD4744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4744_SP_SET: CONCRETE POST
 DD4744_STAMPING: 45 137 1993
 DD4744_MARK LOGO: SCGS  
 DD4744_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4744+STABILITY: SURFACE MOTION
 DD4744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4744+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4744
 DD4744  HISTORY     - Date     Condition        Report By
 DD4744  HISTORY     - 1993     MONUMENTED       SCGS
 DD4744
 DD4744                          STATION DESCRIPTION
 DD4744
 DD4744'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4744'STATION IS LOCATED 6.2 MILES (10.0 KM) NORTH NORTHWEST OF JAMESTOWN,
 DD4744'10.7 MILES (17.2 KM) SOUTHWEST OF ANDREWS. OWNERSHIP--UNKNOWN. TO
 DD4744'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 DD4744'(SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE ROAD), 5.6
 DD4744'MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO WEST SOUTHWEST ON
 DD4744'HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF
 DD4744'STATE ROAD 45, TURN RIGHT ON ROAD 45 FOR 2.55 MILES (4.10 KM) TO A
 DD4744'SAND ROAD LEFT, CONTINUE ON ROAD 45 FOR 1.6 MILES (2.6 KM) TO THE
 DD4744'STATION NEAR THE SOUTHERN MOST BRICK ENTRANCE GATE POST IN THE SOUTH
 DD4744'ANGLE OF A DRIVEWAY RIGHT, 0.4 MILE (0.6 KM) SOUTHEAST OF THE
 DD4744'JUNCTION OF A PAVED ROAD RIGHT. STATION IS A CONCRETE POST FLUSH WITH
 DD4744'THE GROUND AND 1.5 FEET (0.5 M) BELOW THE ROAD, 56.0 FEET (17.1 M)
 DD4744'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 8.3 FEET (2.5 M) SOUTH
 DD4744'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 2.9 FEET (0.9 M) EAST OF THE
 DD4744'NORTH CORNER OF THE GATE POST, 3.9 FEET (1.2 M) NORTH OF THE
 DD4744'SOUTHEAST CORNER OF THE BRICK WING WALL OF THE GATE POST. DESCRIBED
 DD4744'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4745 ***********************************************************************
 DD4745  DESIGNATION -  45 138
 DD4745  PID         -  DD4745
 DD4745  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4745  USGS QUAD   -  TRIO (1973)
 DD4745
 DD4745                         *CURRENT SURVEY CONTROL
 DD4745  ___________________________________________________________________
 DD4745* NAD 83(1986)-  33 23 08.     (N)    079 43 49.     (W)     SCALED    
 DD4745* NAVD 88     -        11.976  (meters)      39.29   (feet)  ADJUSTED  
 DD4745  ___________________________________________________________________
 DD4745  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DD4745  DYNAMIC HT  -          11.963 (meters)      39.25  (feet)  COMP
 DD4745  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 DD4745
 DD4745  VERT ORDER  -  FIRST     CLASS II
 DD4745
 DD4745.The horizontal coordinates were scaled from a topographic map and have
 DD4745.an estimated accuracy of +/- 6 seconds.
 DD4745
 DD4745.The orthometric height was determined by differential leveling
 DD4745.and adjusted by the National Geodetic Survey in June 1994..
 DD4745
 DD4745.The geoid height was determined by GEOID03.
 DD4745
 DD4745.The dynamic height is computed by dividing the NAVD 88
 DD4745.geopotential number by the normal gravity value computed on the
 DD4745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4745.degrees latitude (g = 980.6199 gals.).
 DD4745
 DD4745.The modeled gravity was interpolated from observed gravity values.
 DD4745
 DD4745;                    North         East    Units  Estimated Accuracy
 DD4745;SPC SC       -   172,860.      727,720.      MT  (+/- 180 meters Scaled)
 DD4745
 DD4745                          SUPERSEDED SURVEY CONTROL
 DD4745
 DD4745.No superseded survey control is available for this station.
 DD4745
 DD4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS180947(NAD 83)
 DD4745_MARKER: DD = SURVEY DISK
 DD4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4745_SP_SET: CONCRETE POST
 DD4745_STAMPING: 45 138 1993
 DD4745_MARK LOGO: SCGS  
 DD4745_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4745+STABILITY: SURFACE MOTION
 DD4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4745+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4745
 DD4745  HISTORY     - Date     Condition        Report By
 DD4745  HISTORY     - 1993     MONUMENTED       SCGS
 DD4745
 DD4745                          STATION DESCRIPTION
 DD4745
 DD4745'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4745'STATION IS LOCATED 7.2 MILES (11.6 KM) NORTH NORTHWEST OF JAMESTOWN,
 DD4745'10.8 MILES (17.4 KM) WEST SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT,
 DD4745'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4745'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4745'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD4745'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO WEST
 DD4745'SOUTHWEST ON HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO
 DD4745'THE JUNCTION OF STATE ROAD 45, TURN RIGHT ON ROAD 45 FOR 3.55 MILES
 DD4745'(5.71 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT, CONTINUE ON ROAD 45
 DD4745'FOR 0.65 MILE (1.05 KM) TO THE STATION NEAR THE NORTH CORNER OF A
 DD4745'BRICK SIGN IN THE WEST ANGLE OF A DRIVEWAY LEFT LEADING TO THE
 DD4745'NAZARETH A.M.E. CHURCH. STATION IS A CONCRETE POST FLUSH WITH THE
 DD4745'GROUND AND 2.5 FEET (0.8 M) ABOVE THE ROAD, 64.8 FEET (19.8 M) EAST
 DD4745'OF THE EAST CORNER OF A CONCRETE BLOCK WELL PUMP HOUSE, 32.2 FEET
 DD4745'(9.8 M) SOUTHWEST OF THE CENTER OF THE ROAD, 3.3 FEET (1.0 M)
 DD4745'NORTHWEST OF THE NORTH CORNER OF THE BRICK SIGN, 11.4 FEET (3.5 M)
 DD4745'EAST OF A POWER POLE WITH A SECURITY LIGHT, 32.2 FEET (9.8 M) WEST
 DD4745'NORTHWEST OF THE NORTHWEST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 DD4745'BENEATH THE DRIVEWAY, 56.1 FEET (17.1 M) NORTHEAST OF THE NORTH
 DD4745'CORNER OF THE CHURCH, 10.9 FEET (3.3 M) EAST OF A WITNESS POST.
 DD4745'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4746 ***********************************************************************
 DD4746  DESIGNATION -  45 139
 DD4746  PID         -  DD4746
 DD4746  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4746  USGS QUAD   -  TRIO (1973)
 DD4746
 DD4746                         *CURRENT SURVEY CONTROL
 DD4746  ___________________________________________________________________
 DD4746* NAD 83(1986)-  33 23 39.     (N)    079 44 38.     (W)     SCALED    
 DD4746* NAVD 88     -        15.617  (meters)      51.24   (feet)  ADJUSTED  
 DD4746  ___________________________________________________________________
 DD4746  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DD4746  DYNAMIC HT  -          15.601 (meters)      51.18  (feet)  COMP
 DD4746  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DD4746
 DD4746  VERT ORDER  -  FIRST     CLASS II
 DD4746
 DD4746.The horizontal coordinates were scaled from a topographic map and have
 DD4746.an estimated accuracy of +/- 6 seconds.
 DD4746
 DD4746.The orthometric height was determined by differential leveling
 DD4746.and adjusted by the National Geodetic Survey in June 1994..
 DD4746
 DD4746.The geoid height was determined by GEOID03.
 DD4746
 DD4746.The dynamic height is computed by dividing the NAVD 88
 DD4746.geopotential number by the normal gravity value computed on the
 DD4746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4746.degrees latitude (g = 980.6199 gals.).
 DD4746
 DD4746.The modeled gravity was interpolated from observed gravity values.
 DD4746
 DD4746;                    North         East    Units  Estimated Accuracy
 DD4746;SPC SC       -   173,800.      726,440.      MT  (+/- 180 meters Scaled)
 DD4746
 DD4746                          SUPERSEDED SURVEY CONTROL
 DD4746
 DD4746.No superseded survey control is available for this station.
 DD4746
 DD4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS168956(NAD 83)
 DD4746_MARKER: DD = SURVEY DISK
 DD4746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4746_SP_SET: CONCRETE POST
 DD4746_STAMPING: 45 139 1993
 DD4746_MARK LOGO: SCGS  
 DD4746_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4746+STABILITY: SURFACE MOTION
 DD4746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4746+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4746
 DD4746  HISTORY     - Date     Condition        Report By
 DD4746  HISTORY     - 1993     MONUMENTED       SCGS
 DD4746
 DD4746                          STATION DESCRIPTION
 DD4746
 DD4746'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4746'STATION IS LOCATED 8.0 MILES (12.9 KM) NORTH NORTHWEST OF JAMESTOWN,
 DD4746'11.3 MILES (18.2 KM) WEST SOUTHWEST OF ANDREWS. OWNERSHIP--SCDOT,
 DD4746'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4746'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4746'17 ALTERNATE (SAINT DELIGHT ROAD) AND STATE HIGHWAY 41 (COUNTY LINE
 DD4746'ROAD), 5.6 MILES (9.0 KM) NORTH NORTHEAST OF JAMESTOWN, GO WEST
 DD4746'SOUTHWEST ON HIGHWAYS 41 AND 17 ALTERNATE FOR 0.2 MILE (0.3 KM) TO
 DD4746'THE JUNCTION OF STATE ROAD 45, TURN RIGHT ON ROAD 45 FOR 3.55 MILES
 DD4746'(5.71 KM) TO THE JUNCTION OF A PAVED ROAD RIGHT, CONTINUE ON ROAD 45
 DD4746'FOR 1.7 MILES (2.7 KM) TO THE STATION NEAR A POWER POLE IN THE
 DD4746'SOUTHEAST ANGLE OF A FIELD ROAD LEFT LEADING PAST TWO LARGE METAL
 DD4746'SILOS BETWEEN TWO HOMES. STATION IS A CONCRETE POST FLUSH WITH THE
 DD4746'GROUND AND LEVEL WITH THE ROAD, 74.9 FEET (22.8 M) SOUTH SOUTHWEST OF
 DD4746'THE CENTER OF THE ROAD, 3.5 FEET (1.1 M) NORTH OF THE POWER POLE WITH
 DD4746'A SCGS REFERENCE WASHER ATTACHED, 91.8 FEET (28.0 M) NORTH NORTHWEST
 DD4746'OF THE NORTHWEST CORNER OF A FRONT PORCH FOUNDATION OF A CONCRETE
 DD4746'BLOCK HOUSE, 70.9 FEET (21.6 M) EAST OF THE EAST CORNER OF A SIDE
 DD4746'PORCH OF A MOBILE HOME, 20.1 FEET (6.1 M) EAST SOUTHEAST OF THE
 DD4746'CENTER OF THE FIELD ROAD, 3.1 FEET (0.9 M) NORTH OF A WITNESS POST.
 DD4746'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4715 ***********************************************************************
 DD4715  DESIGNATION -  45 140
 DD4715  PID         -  DD4715
 DD4715  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4715  USGS QUAD   -  JOHNSONVILLE (1990)
 DD4715
 DD4715                         *CURRENT SURVEY CONTROL
 DD4715  ___________________________________________________________________
 DD4715* NAD 83(1986)-  33 45 08.     (N)    079 27 24.     (W)     SCALED    
 DD4715* NAVD 88     -        15.783  (meters)      51.78   (feet)  ADJUSTED  
 DD4715  ___________________________________________________________________
 DD4715  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DD4715  DYNAMIC HT  -          15.767 (meters)      51.73  (feet)  COMP
 DD4715  MODELED GRAV-     979,637.4   (mgal)                       NAVD 88
 DD4715
 DD4715  VERT ORDER  -  FIRST     CLASS II
 DD4715
 DD4715.The horizontal coordinates were scaled from a topographic map and have
 DD4715.an estimated accuracy of +/- 6 seconds.
 DD4715
 DD4715.The orthometric height was determined by differential leveling
 DD4715.and adjusted by the National Geodetic Survey in June 1994..
 DD4715
 DD4715.The geoid height was determined by GEOID03.
 DD4715
 DD4715.The dynamic height is computed by dividing the NAVD 88
 DD4715.geopotential number by the normal gravity value computed on the
 DD4715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4715.degrees latitude (g = 980.6199 gals.).
 DD4715
 DD4715.The modeled gravity was interpolated from observed gravity values.
 DD4715
 DD4715;                    North         East    Units  Estimated Accuracy
 DD4715;SPC SC       -   213,860.      752,560.      MT  (+/- 180 meters Scaled)
 DD4715
 DD4715                          SUPERSEDED SURVEY CONTROL
 DD4715
 DD4715.No superseded survey control is available for this station.
 DD4715
 DD4715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT429357(NAD 83)
 DD4715_MARKER: DD = SURVEY DISK
 DD4715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4715_SP_SET: CONCRETE POST
 DD4715_STAMPING: 45 140 1993
 DD4715_MARK LOGO: SCGS  
 DD4715_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4715+STABILITY: SURFACE MOTION
 DD4715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4715+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4715
 DD4715  HISTORY     - Date     Condition        Report By
 DD4715  HISTORY     - 1993     MONUMENTED       SCGS
 DD4715  HISTORY     - 20011201 GOOD             USPSQD
 DD4715  HISTORY     - 20021201 GOOD             USPSQD
 DD4715
 DD4715                          STATION DESCRIPTION
 DD4715
 DD4715'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4715'STATION IS LOCATED 0.6 MILE (1.0 KM) WEST OF HEMINGWAY.
 DD4715'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4715'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4715'JUNCTION OF STATE HIGHWAYS 41, 51 (NORTH MAIN STREET) AND 261 (EAST
 DD4715'BROAD STREET) IN HEMINGWAY, GO WEST ON HIGHWAY 261 FOR 0.5 MILE
 DD4715'(0.8 KM) TO THE OFFSET JUNCTION OF STATE ROAD 430 (SOUTH LEE STREET),
 DD4715'CONTINUE ON HIGHWAY 261 FOR 0.05 MILE (0.08 KM) TO A DRIVEWAY RIGHT
 DD4715'LEADING TO A BRICK BUILDING (COUNTY HEALTH CENTER/THE MEDICAL
 DD4715'BUILDING) AND THE STATION NEAR THE SOUTH END OF A LIGHTED SIGN IN THE
 DD4715'NORTHWEST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH
 DD4715'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 14.4 FEET (4.4 M) NORTH
 DD4715'NORTHEAST OF A ROUND METAL WATER VALVE COVER PROJECTING ONE FOOT,
 DD4715'30.1 FEET (9.2 M) NORTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE
 DD4715'PIPE CULVERT BENEATH THE DRIVEWAY, 50.8 FEET (15.5 M) NORTH NORTHWEST
 DD4715'OF THE CENTER OF THE HIGHWAY, 5.0 FEET (1.5 M) SOUTH SOUTHEAST OF THE
 DD4715'SOUTH END OF THE BASE OF THE SIGN, 3.6 FEET (1.1 M) SOUTH SOUTHWEST
 DD4715'OF THE SOUTHWEST CORNER OF A CONCRETE PAD FOR TWO METAL ACCESS
 DD4715'HATCHES, 109.0 FEET (33.2 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DD4715'BUILDING, 31.6 FEET (9.6 M) WEST OF THE WEST EDGE OF A CONCRETE
 DD4715'SIDEWALK LEADING TO THE BUILDING. DESCRIBED BY T. HALL.
 DD4715
 DD4715                          STATION RECOVERY (2001)
 DD4715
 DD4715'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 DD4715'THE TOWER HAS BEEN REMOVED. GPS COORDINATES VERIFIED OUR LOCATION.
 DD4715' 
 DD4715
 DD4715                          STATION RECOVERY (2002)
 DD4715
 DD4715'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 DD4715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4714 ***********************************************************************
 DD4714  DESIGNATION -  45 141
 DD4714  PID         -  DD4714
 DD4714  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4714  USGS QUAD   -  HENRY (1973)
 DD4714
 DD4714                         *CURRENT SURVEY CONTROL
 DD4714  ___________________________________________________________________
 DD4714* NAD 83(1986)-  33 44 44.     (N)    079 28 13.     (W)     SCALED    
 DD4714* NAVD 88     -        15.959  (meters)      52.36   (feet)  ADJUSTED  
 DD4714  ___________________________________________________________________
 DD4714  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DD4714  DYNAMIC HT  -          15.943 (meters)      52.31  (feet)  COMP
 DD4714  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 DD4714
 DD4714  VERT ORDER  -  FIRST     CLASS II
 DD4714
 DD4714.The horizontal coordinates were scaled from a topographic map and have
 DD4714.an estimated accuracy of +/- 6 seconds.
 DD4714
 DD4714.The orthometric height was determined by differential leveling
 DD4714.and adjusted by the National Geodetic Survey in June 1994..
 DD4714
 DD4714.The geoid height was determined by GEOID03.
 DD4714
 DD4714.The dynamic height is computed by dividing the NAVD 88
 DD4714.geopotential number by the normal gravity value computed on the
 DD4714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4714.degrees latitude (g = 980.6199 gals.).
 DD4714
 DD4714.The modeled gravity was interpolated from observed gravity values.
 DD4714
 DD4714;                    North         East    Units  Estimated Accuracy
 DD4714;SPC SC       -   213,110.      751,310.      MT  (+/- 180 meters Scaled)
 DD4714
 DD4714                          SUPERSEDED SURVEY CONTROL
 DD4714
 DD4714.No superseded survey control is available for this station.
 DD4714
 DD4714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT416349(NAD 83)
 DD4714_MARKER: DD = SURVEY DISK
 DD4714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4714_SP_SET: CONCRETE POST
 DD4714_STAMPING: 45 141 1993
 DD4714_MARK LOGO: SCGS  
 DD4714_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4714+STABILITY: SURFACE MOTION
 DD4714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4714+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4714
 DD4714  HISTORY     - Date     Condition        Report By
 DD4714  HISTORY     - 1993     MONUMENTED       SCGS
 DD4714
 DD4714                          STATION DESCRIPTION
 DD4714
 DD4714'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4714'STATION IS LOCATED 1.4 MILES (2.3 KM) WEST SOUTHWEST OF HEMINGWAY.
 DD4714'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4714'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4714'JUNCTION OF STATE HIGHWAYS 41, 51 (NORTH MAIN STREET) AND 261 (EAST
 DD4714'BROAD STREET) IN HEMINGWAY, GO WEST ON HIGHWAY 261 FOR 1.45 MILES
 DD4714'(2.33 KM) TO A GRAVEL DRIVEWAY LEFT LEADING TO A BRICK HOUSE AND THE
 DD4714'STATION IN THE SOUTHEAST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE
 DD4714'POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 39.7 FEET
 DD4714'(12.1 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 10.6 FEET
 DD4714'(3.2 M) SOUTHEAST OF THE EAST END OF 2.0-FOOT CONCRETE PIPE CULVERT
 DD4714'BENEATH THE DRIVEWAY, 4.8 FEET (1.5 M) WEST SOUTHWEST OF A POWER POLE
 DD4714'468/CY62 WITH A TRANSFORMER, 137.1 FEET (41.8 M) NORTHWEST OF THE
 DD4714'NORTHEAST CORNER OF THE HOUSE, 14.4 FEET (4.4 M) EAST NORTHEAST OF
 DD4714'THE CENTER OF THE DRIVEWAY, 4.9 FEET (1.5 M) WEST SOUTHWEST OF A
 DD4714'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4713 ***********************************************************************
 DD4713  DESIGNATION -  45 142
 DD4713  PID         -  DD4713
 DD4713  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4713  USGS QUAD   -  HENRY (1973)
 DD4713
 DD4713                         *CURRENT SURVEY CONTROL
 DD4713  ___________________________________________________________________
 DD4713* NAD 83(1986)-  33 44 17.     (N)    079 29 11.     (W)     SCALED    
 DD4713* NAVD 88     -        16.132  (meters)      52.93   (feet)  ADJUSTED  
 DD4713  ___________________________________________________________________
 DD4713  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DD4713  DYNAMIC HT  -          16.116 (meters)      52.87  (feet)  COMP
 DD4713  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 DD4713
 DD4713  VERT ORDER  -  FIRST     CLASS II
 DD4713
 DD4713.The horizontal coordinates were scaled from a topographic map and have
 DD4713.an estimated accuracy of +/- 6 seconds.
 DD4713
 DD4713.The orthometric height was determined by differential leveling
 DD4713.and adjusted by the National Geodetic Survey in June 1994..
 DD4713
 DD4713.The geoid height was determined by GEOID03.
 DD4713
 DD4713.The dynamic height is computed by dividing the NAVD 88
 DD4713.geopotential number by the normal gravity value computed on the
 DD4713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4713.degrees latitude (g = 980.6199 gals.).
 DD4713
 DD4713.The modeled gravity was interpolated from observed gravity values.
 DD4713
 DD4713;                    North         East    Units  Estimated Accuracy
 DD4713;SPC SC       -   212,250.      749,830.      MT  (+/- 180 meters Scaled)
 DD4713
 DD4713                          SUPERSEDED SURVEY CONTROL
 DD4713
 DD4713.No superseded survey control is available for this station.
 DD4713
 DD4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT402341(NAD 83)
 DD4713_MARKER: DD = SURVEY DISK
 DD4713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4713_SP_SET: CONCRETE POST
 DD4713_STAMPING: 45 142 1993
 DD4713_MARK LOGO: SCGS  
 DD4713_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4713+STABILITY: SURFACE MOTION
 DD4713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4713+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4713
 DD4713  HISTORY     - Date     Condition        Report By
 DD4713  HISTORY     - 1993     MONUMENTED       SCGS
 DD4713
 DD4713                          STATION DESCRIPTION
 DD4713
 DD4713'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4713'STATION IS LOCATED 2.5 MILES (4.0 KM) WEST SOUTHWEST OF HEMINGWAY.
 DD4713'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4713'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4713'JUNCTION OF STATE HIGHWAYS 41, 51 (NORTH MAIN STREET) AND 261 (EAST
 DD4713'BROAD STREET) IN HEMINGWAY, GO WEST ON HIGHWAY 261 FOR 1.75 MILES
 DD4713'(2.82 KM) TO THE JUNCTION OF STATE ROAD 160, CONTINUE ON HIGHWAY 261
 DD4713'FOR 0.75 MILE (1.21 KM) TO A DRIVEWAY RIGHT LEADING TO A VINYL-SIDED
 DD4713'HOUSE AND THE STATION NEAR A POWER POLE AND A PUMP SHED IN THE
 DD4713'NORTHWEST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH
 DD4713'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 34.6 FEET
 DD4713'(10.5 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 3.3 FEET
 DD4713'(1.0 M) EAST NORTHEAST OF THE POWER POLE CZ55/1 WITH A GUY WIRE, 21.9
 DD4713'FEET (6.7 M) SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK PUMP
 DD4713'SHED, 22.5 FEET (6.9 M) WEST OF THE WEST END OF A 2.0-FOOT CONCRETE
 DD4713'PIPE CULVERT BENEATH THE DRIVEWAY, 67.0 FEET (20.4 M) SOUTH SOUTHEAST
 DD4713'OF THE SOUTHWEST CORNER OF THE HOUSE, 4.9 FEET (1.5 M) WEST SOUTHWEST
 DD4713'OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4712 ***********************************************************************
 DD4712  DESIGNATION -  45 143
 DD4712  PID         -  DD4712
 DD4712  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4712  USGS QUAD   -  INDIANTOWN (1990)
 DD4712
 DD4712                         *CURRENT SURVEY CONTROL
 DD4712  ___________________________________________________________________
 DD4712* NAD 83(1986)-  33 43 56.     (N)    079 30 05.     (W)     SCALED    
 DD4712* NAVD 88     -        15.694  (meters)      51.49   (feet)  ADJUSTED  
 DD4712  ___________________________________________________________________
 DD4712  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DD4712  DYNAMIC HT  -          15.678 (meters)      51.44  (feet)  COMP
 DD4712  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 DD4712
 DD4712  VERT ORDER  -  FIRST     CLASS II
 DD4712
 DD4712.The horizontal coordinates were scaled from a topographic map and have
 DD4712.an estimated accuracy of +/- 6 seconds.
 DD4712
 DD4712.The orthometric height was determined by differential leveling
 DD4712.and adjusted by the National Geodetic Survey in June 1994..
 DD4712
 DD4712.The geoid height was determined by GEOID03.
 DD4712
 DD4712.The dynamic height is computed by dividing the NAVD 88
 DD4712.geopotential number by the normal gravity value computed on the
 DD4712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4712.degrees latitude (g = 980.6199 gals.).
 DD4712
 DD4712.The modeled gravity was interpolated from observed gravity values.
 DD4712
 DD4712;                    North         East    Units  Estimated Accuracy
 DD4712;SPC SC       -   211,590.      748,450.      MT  (+/- 180 meters Scaled)
 DD4712
 DD4712                          SUPERSEDED SURVEY CONTROL
 DD4712
 DD4712.No superseded survey control is available for this station.
 DD4712
 DD4712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT388334(NAD 83)
 DD4712_MARKER: DD = SURVEY DISK
 DD4712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4712_SP_SET: CONCRETE POST
 DD4712_STAMPING: 45 143 1993
 DD4712_MARK LOGO: SCGS  
 DD4712_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4712+STABILITY: SURFACE MOTION
 DD4712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4712+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4712
 DD4712  HISTORY     - Date     Condition        Report By
 DD4712  HISTORY     - 1993     MONUMENTED       SCGS
 DD4712
 DD4712                          STATION DESCRIPTION
 DD4712
 DD4712'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4712'STATION IS LOCATED 1.0 MILE (1.6 KM) EAST OF STUCKEY, 3.4 MILES
 DD4712'(5.5 KM) WEST SOUTHWEST OF HEMINGWAY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4712'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4712'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD4712'HIGHWAYS 41, 51 (NORTH MAIN STREET) AND 261 (EAST BROAD STREET) IN
 DD4712'HEMINGWAY, GO WEST ON HIGHWAY 261 FOR 2.85 MILES (4.59 KM) TO THE
 DD4712'JUNCTION OF STATE ROAD 468, CONTINUE ON HIGHWAY 261 FOR 0.6 MILE
 DD4712'(1.0 KM) TO A DRIVEWAY LEFT LEADING TO A BRICK HOUSE AND THE STATION
 DD4712'NEAR A POWER POLE IN THE FRONT YARD. STATION IS A CONCRETE POST FLUSH
 DD4712'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 34.3 FEET (10.5 M) SOUTH
 DD4712'OF THE CENTER OF THE HIGHWAY, 19.0 FEET (5.8 M) EAST OF THE CENTER OF
 DD4712'THE DRIVEWAY, 10.6 FEET (3.2 M) SOUTHEAST OF THE EAST END OF A
 DD4712'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 5.0 FEET
 DD4712'(1.5 M) EAST OF A POWER POLE 428/DN6, 157.6 FEET (48.0 M) NORTH OF
 DD4712'THE NORTHWEST CORNER OF THE HOUSE, 5.0 FEET (1.5 M) EAST OF A WITNESS
 DD4712'POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4711 ***********************************************************************
 DD4711  DESIGNATION -  45 144
 DD4711  PID         -  DD4711
 DD4711  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4711  USGS QUAD   -  INDIANTOWN (1990)
 DD4711
 DD4711                         *CURRENT SURVEY CONTROL
 DD4711  ___________________________________________________________________
 DD4711* NAD 83(1986)-  33 43 50.     (N)    079 31 11.     (W)     SCALED    
 DD4711* NAVD 88     -        15.961  (meters)      52.37   (feet)  ADJUSTED  
 DD4711  ___________________________________________________________________
 DD4711  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DD4711  DYNAMIC HT  -          15.945 (meters)      52.31  (feet)  COMP
 DD4711  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 DD4711
 DD4711  VERT ORDER  -  FIRST     CLASS II
 DD4711
 DD4711.The horizontal coordinates were scaled from a topographic map and have
 DD4711.an estimated accuracy of +/- 6 seconds.
 DD4711
 DD4711.The orthometric height was determined by differential leveling
 DD4711.and adjusted by the National Geodetic Survey in June 1994..
 DD4711
 DD4711.The geoid height was determined by GEOID03.
 DD4711
 DD4711.The dynamic height is computed by dividing the NAVD 88
 DD4711.geopotential number by the normal gravity value computed on the
 DD4711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4711.degrees latitude (g = 980.6199 gals.).
 DD4711
 DD4711.The modeled gravity was interpolated from observed gravity values.
 DD4711
 DD4711;                    North         East    Units  Estimated Accuracy
 DD4711;SPC SC       -   211,380.      746,750.      MT  (+/- 180 meters Scaled)
 DD4711
 DD4711                          SUPERSEDED SURVEY CONTROL
 DD4711
 DD4711.No superseded survey control is available for this station.
 DD4711
 DD4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT371332(NAD 83)
 DD4711_MARKER: DD = SURVEY DISK
 DD4711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4711_SP_SET: CONCRETE POST
 DD4711_STAMPING: 45 144 1993
 DD4711_MARK LOGO: SCGS  
 DD4711_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4711+STABILITY: SURFACE MOTION
 DD4711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4711+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4711
 DD4711  HISTORY     - Date     Condition        Report By
 DD4711  HISTORY     - 1993     MONUMENTED       SCGS
 DD4711
 DD4711                          STATION DESCRIPTION
 DD4711
 DD4711'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4711'STATION IS LOCATED IN STUCKEY. OWNERSHIP--WILLIAMSBURG COUNTY FIRE
 DD4711'DEPARTMENT, STUCKEY STATION NUMBER 4. TO REACH THE STATION FROM THE
 DD4711'EAST JUNCTION OF STATE HIGHWAYS 512, 261 AND STATE ROAD 290, 2.3
 DD4711'MILES (3.7 KM) WEST SOUTHWEST OF STUCKEY, GO EAST SOUTHEAST ON
 DD4711'HIGHWAY 261 FOR 2.25 MILES (3.62 KM) TO THE JUNCTION OF STATE ROAD
 DD4711'344 AND THE STATION NEAR THE NORTHWEST CORNER OF THE STUCKEY FIRE
 DD4711'DEPARTMENT IN THE SOUTHEAST ANGLE OF THE JUNCTION. STATION IS A
 DD4711'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 100.0
 DD4711'FEET (30.5 M) SOUTHEAST OF THE EAST END OF A 4.0-FOOT CONCRETE PIPE
 DD4711'CULVERT BENEATH ROAD 344, 5.5 FEET (1.7 M) WEST OF THE WEST EDGE OF
 DD4711'THE CONCRETE DRIVEWAY LEADING TO THE FIRE STATION, 79.9 FEET
 DD4711'(24.4 M) EAST SOUTHEAST OF A POWER LINE STUB POLE F239, 88.2 FEET
 DD4711'(26.9 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 4.0 FEET
 DD4711'(1.2 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING,
 DD4711'105.4 FEET (32.1 M) EAST SOUTHEAST OF THE CENTER OF ROAD 344, 104.0
 DD4711'FEET (31.7 M) SOUTHEAST OF A FIRE HYDRANT, 60.7 FEET (18.5 M) SOUTH
 DD4711'SOUTHWEST OF THE WEST END OF A 3.0-FOOT CONCRETE PIPE CULVERT BENEATH
 DD4711'THE CONCRETE DRIVEWAY TO THE FIRE STATION. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4710 ***********************************************************************
 DD4710  DESIGNATION -  45 145
 DD4710  PID         -  DD4710
 DD4710  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4710  USGS QUAD   -  INDIANTOWN (1990)
 DD4710
 DD4710                         *CURRENT SURVEY CONTROL
 DD4710  ___________________________________________________________________
 DD4710* NAD 83(1986)-  33 43 51.     (N)    079 32 14.     (W)     SCALED    
 DD4710* NAVD 88     -        10.757  (meters)      35.29   (feet)  ADJUSTED  
 DD4710  ___________________________________________________________________
 DD4710  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DD4710  DYNAMIC HT  -          10.746 (meters)      35.26  (feet)  COMP
 DD4710  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 DD4710
 DD4710  VERT ORDER  -  FIRST     CLASS II
 DD4710
 DD4710.The horizontal coordinates were scaled from a topographic map and have
 DD4710.an estimated accuracy of +/- 6 seconds.
 DD4710
 DD4710.The orthometric height was determined by differential leveling
 DD4710.and adjusted by the National Geodetic Survey in June 1994..
 DD4710
 DD4710.The geoid height was determined by GEOID03.
 DD4710
 DD4710.The dynamic height is computed by dividing the NAVD 88
 DD4710.geopotential number by the normal gravity value computed on the
 DD4710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4710.degrees latitude (g = 980.6199 gals.).
 DD4710
 DD4710.The modeled gravity was interpolated from observed gravity values.
 DD4710
 DD4710;                    North         East    Units  Estimated Accuracy
 DD4710;SPC SC       -   211,380.      745,130.      MT  (+/- 180 meters Scaled)
 DD4710
 DD4710                          SUPERSEDED SURVEY CONTROL
 DD4710
 DD4710.No superseded survey control is available for this station.
 DD4710
 DD4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT355332(NAD 83)
 DD4710_MARKER: DD = SURVEY DISK
 DD4710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4710_SP_SET: CONCRETE POST
 DD4710_STAMPING: 45 145 1993
 DD4710_MARK LOGO: SCGS  
 DD4710_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4710+STABILITY: SURFACE MOTION
 DD4710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4710+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4710
 DD4710  HISTORY     - Date     Condition        Report By
 DD4710  HISTORY     - 1993     MONUMENTED       SCGS
 DD4710
 DD4710                          STATION DESCRIPTION
 DD4710
 DD4710'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4710'STATION IS LOCATED 1.1 MILES (1.8 KM) WEST OF STUCKEY.
 DD4710'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4710'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4710'EAST JUNCTION OF STATE HIGHWAYS 512, 261 AND STATE ROAD 290, 2.3
 DD4710'MILES (3.7 KM) WEST SOUTHWEST OF STUCKEY, GO EAST SOUTHEAST ON
 DD4710'HIGHWAY 261 FOR 1.2 MILES (1.9 KM) TO A DRIVEWAY RIGHT LEADING TO A
 DD4710'BRICK HOUSE AND THE STATION NEAR A WOODEN FENCE CORNER POST AT A
 DD4710'CHRISTMAS TREE FARM IN THE SOUTHWEST ANGLE OF THE JUNCTION. STATION
 DD4710'IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) BELOW
 DD4710'THE HIGHWAY, 29.2 FEET (8.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 DD4710'HIGHWAY, 62.5 FEET (19.1 M) EAST NORTHEAST OF A POWER POLE 373/DR73
 DD4710'WITH TWO GUY WIRES, 93.0 FEET (28.3 M) WEST SOUTHWEST OF THE CENTER
 DD4710'OF THE DRIVEWAY, 190.7 FEET (58.1 M) NORTHWEST OF THE NORTHWEST
 DD4710'CORNER OF THE HOUSE, 2.9 FEET (0.9 M) EAST NORTHEAST OF THE WOODEN
 DD4710'FENCE CORNER POST WITH A SCGS REFERENCE WASHER ATTACHED, 2.6 FEET
 DD4710'(0.8 M) EAST NORTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4709 ***********************************************************************
 DD4709  DESIGNATION -  45 146
 DD4709  PID         -  DD4709
 DD4709  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4709  USGS QUAD   -  INDIANTOWN (1990)
 DD4709
 DD4709                         *CURRENT SURVEY CONTROL
 DD4709  ___________________________________________________________________
 DD4709* NAD 83(1986)-  33 43 28.     (N)    079 33 24.     (W)     SCALED    
 DD4709* NAVD 88     -        13.715  (meters)      45.00   (feet)  ADJUSTED  
 DD4709  ___________________________________________________________________
 DD4709  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DD4709  DYNAMIC HT  -          13.701 (meters)      44.95  (feet)  COMP
 DD4709  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 DD4709
 DD4709  VERT ORDER  -  FIRST     CLASS II
 DD4709
 DD4709.The horizontal coordinates were scaled from a topographic map and have
 DD4709.an estimated accuracy of +/- 6 seconds.
 DD4709
 DD4709.The orthometric height was determined by differential leveling
 DD4709.and adjusted by the National Geodetic Survey in June 1994..
 DD4709
 DD4709.The geoid height was determined by GEOID03.
 DD4709
 DD4709.The dynamic height is computed by dividing the NAVD 88
 DD4709.geopotential number by the normal gravity value computed on the
 DD4709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4709.degrees latitude (g = 980.6199 gals.).
 DD4709
 DD4709.The modeled gravity was interpolated from observed gravity values.
 DD4709
 DD4709;                    North         East    Units  Estimated Accuracy
 DD4709;SPC SC       -   210,650.      743,340.      MT  (+/- 180 meters Scaled)
 DD4709
 DD4709                          SUPERSEDED SURVEY CONTROL
 DD4709
 DD4709.No superseded survey control is available for this station.
 DD4709
 DD4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT337325(NAD 83)
 DD4709_MARKER: DD = SURVEY DISK
 DD4709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4709_SP_SET: CONCRETE POST
 DD4709_STAMPING: 45 146 1993
 DD4709_MARK LOGO: SCGS  
 DD4709_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4709+STABILITY: SURFACE MOTION
 DD4709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4709+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4709
 DD4709  HISTORY     - Date     Condition        Report By
 DD4709  HISTORY     - 1993     MONUMENTED       SCGS
 DD4709
 DD4709                          STATION DESCRIPTION
 DD4709
 DD4709'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4709'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 DD4709'BUILDING (CARMICHAELS GROCERIES) IN THE NORTHWEST ANGLE OF THE EAST
 DD4709'JUNCTION OF STATE HIGHWAYS 512, 261 AND STATE ROAD 290, 2.3 MILES
 DD4709'(3.7 KM) WEST SOUTHWEST OF STUCKEY. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4709'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4709'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 DD4709'LEVEL WITH THE HIGHWAY, 4.4 FEET (1.3 M) EAST SOUTHEAST OF THE
 DD4709'SOUTHEAST CORNER OF THE BUILDING, 66.4 FEET (20.2 M) NORTH OF THE
 DD4709'CENTER OF THE HIGHWAYS, 68.4 FEET (20.8 M) WEST NORTHWEST OF THE
 DD4709'CENTER OF THE ROAD, 63.6 FEET (19.4 M) EAST OF A POWER POLE DV59 WITH
 DD4709'A SECURITY LIGHT, 45.4 FEET (13.8 M) NORTHEAST OF THE EXTENDED CENTER
 DD4709'OF HIGHWAY 512. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4708 ***********************************************************************
 DD4708  DESIGNATION -  45 147
 DD4708  PID         -  DD4708
 DD4708  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4708  USGS QUAD   -  INDIANTOWN (1990)
 DD4708
 DD4708                         *CURRENT SURVEY CONTROL
 DD4708  ___________________________________________________________________
 DD4708* NAD 83(1986)-  33 43 38.     (N)    079 34 22.     (W)     SCALED    
 DD4708* NAVD 88     -        15.775  (meters)      51.76   (feet)  ADJUSTED  
 DD4708  ___________________________________________________________________
 DD4708  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DD4708  DYNAMIC HT  -          15.759 (meters)      51.70  (feet)  COMP
 DD4708  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 DD4708
 DD4708  VERT ORDER  -  FIRST     CLASS II
 DD4708
 DD4708.The horizontal coordinates were scaled from a topographic map and have
 DD4708.an estimated accuracy of +/- 6 seconds.
 DD4708
 DD4708.The orthometric height was determined by differential leveling
 DD4708.and adjusted by the National Geodetic Survey in June 1994..
 DD4708
 DD4708.The geoid height was determined by GEOID03.
 DD4708
 DD4708.The dynamic height is computed by dividing the NAVD 88
 DD4708.geopotential number by the normal gravity value computed on the
 DD4708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4708.degrees latitude (g = 980.6199 gals.).
 DD4708
 DD4708.The modeled gravity was interpolated from observed gravity values.
 DD4708
 DD4708;                    North         East    Units  Estimated Accuracy
 DD4708;SPC SC       -   210,940.      741,840.      MT  (+/- 180 meters Scaled)
 DD4708
 DD4708                          SUPERSEDED SURVEY CONTROL
 DD4708
 DD4708.No superseded survey control is available for this station.
 DD4708
 DD4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT322328(NAD 83)
 DD4708_MARKER: DD = SURVEY DISK
 DD4708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4708_SP_SET: CONCRETE POST
 DD4708_STAMPING: 45 147 1993
 DD4708_MARK LOGO: SCGS  
 DD4708_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4708+STABILITY: SURFACE MOTION
 DD4708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4708+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4708
 DD4708  HISTORY     - Date     Condition        Report By
 DD4708  HISTORY     - 1993     MONUMENTED       SCGS
 DD4708
 DD4708                          STATION DESCRIPTION
 DD4708
 DD4708'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4708'STATION IS LOCATED 3.2 MILES (5.1 KM) WEST OF STUCKEY.
 DD4708'OWNERSHIP--BATTERY PARK ELEMENTARY SCHOOL, ROUTE 1, BOX 172, NESMITH,
 DD4708'SC 29580, PHONE 803-558-5233. TO REACH THE STATION FROM THE EAST
 DD4708'JUNCTION OF STATE HIGHWAYS 512 AND 261 AND STATE ROAD 290, 2.3 MILES
 DD4708'(3.7 KM) WEST SOUTHWEST OF STUCKEY, GO WEST ON HIGHWAYS 512 AND 261
 DD4708'FOR 0.95 MILE (1.53 KM) TO THE JUNCTION OF STATE ROAD 51, TURN LEFT
 DD4708'ON ROAD 51 FOR 0.15 MILE (0.24 KM) TO AN ENTRANCE DRIVEWAY RIGHT
 DD4708'LEADING TO THE BATTERY PARK ELEMENTARY SCHOOL, TURN RIGHT ON THE
 DD4708'DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A POWER POLE IN
 DD4708'FRONT OF THE SCHOOL. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 DD4708'AND 0.5 FOOT (15.2 CM) ABOVE THE DRIVEWAY, 4.5 FEET (1.4 M) NORTHEAST
 DD4708'OF THE CENTER OF THE METAL FLAG POLE, 5.3 FEET (1.6 M) WEST OF THE
 DD4708'WEST EDGE OF THE CONCRETE CURB OF A DRIVEWAY IN FRONT OF THE SCHOOL,
 DD4708'36.4 FEET (11.1 M) NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK
 DD4708'LEADING TO THE MAIN ENTRANCE TO THE SCHOOL. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4707 ***********************************************************************
 DD4707  DESIGNATION -  45 148
 DD4707  PID         -  DD4707
 DD4707  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4707  USGS QUAD   -  INDIANTOWN (1990)
 DD4707
 DD4707                         *CURRENT SURVEY CONTROL
 DD4707  ___________________________________________________________________
 DD4707* NAD 83(1986)-  33 44 05.     (N)    079 35 18.     (W)     SCALED    
 DD4707* NAVD 88     -        12.747  (meters)      41.82   (feet)  ADJUSTED  
 DD4707  ___________________________________________________________________
 DD4707  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DD4707  DYNAMIC HT  -          12.734 (meters)      41.78  (feet)  COMP
 DD4707  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 DD4707
 DD4707  VERT ORDER  -  FIRST     CLASS II
 DD4707
 DD4707.The horizontal coordinates were scaled from a topographic map and have
 DD4707.an estimated accuracy of +/- 6 seconds.
 DD4707
 DD4707.The orthometric height was determined by differential leveling
 DD4707.and adjusted by the National Geodetic Survey in June 1994..
 DD4707
 DD4707.The geoid height was determined by GEOID03.
 DD4707
 DD4707.The dynamic height is computed by dividing the NAVD 88
 DD4707.geopotential number by the normal gravity value computed on the
 DD4707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4707.degrees latitude (g = 980.6199 gals.).
 DD4707
 DD4707.The modeled gravity was interpolated from observed gravity values.
 DD4707
 DD4707;                    North         East    Units  Estimated Accuracy
 DD4707;SPC SC       -   211,750.      740,390.      MT  (+/- 180 meters Scaled)
 DD4707
 DD4707                          SUPERSEDED SURVEY CONTROL
 DD4707
 DD4707.No superseded survey control is available for this station.
 DD4707
 DD4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT307336(NAD 83)
 DD4707_MARKER: DD = SURVEY DISK
 DD4707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4707_SP_SET: CONCRETE POST
 DD4707_STAMPING: 45 148 1993
 DD4707_MARK LOGO: SCGS  
 DD4707_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4707+STABILITY: SURFACE MOTION
 DD4707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4707+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4707
 DD4707  HISTORY     - Date     Condition        Report By
 DD4707  HISTORY     - 1993     MONUMENTED       SCGS
 DD4707
 DD4707                          STATION DESCRIPTION
 DD4707
 DD4707'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4707'STATION IS LOCATED 4.1 MILES (6.6 KM) WEST OF STUCKEY, 11.8 MILES
 DD4707'(19.0 KM) EAST SOUTHEAST OF CADES. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4707'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4707'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 DD4707'HIGHWAYS 512 AND 261, 4.4 MILES (7.1 KM) WEST OF STUCKEY, GO EAST ON
 DD4707'HIGHWAYS 512 AND 261 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE
 DD4707'ROAD 760, TURN RIGHT ON ROAD 760 FOR 0.1 MILE (0.2 KM) TO A SMALL
 DD4707'CHURCH BUILDING ON THE RIGHT AND THE STATION NEAR A POWER POLE.
 DD4707'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD4707'ROAD, 25.0 FEET (7.6 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 3.6
 DD4707'FEET (1.1 M) WEST NORTHWEST OF A POWER POLE X71/4 WITH TWO GUY WIRES
 DD4707'AND A SECURITY LIGHT, 21.8 FEET (6.6 M) EAST NORTHEAST OF THE
 DD4707'NORTHEAST CORNER OF THE CHURCH, 14.8 FEET (4.5 M) EAST SOUTHEAST OF
 DD4707'THE GUY WIRES ANCHOR, 22.3 FEET (6.8 M) NORTH NORTHEAST OF THE NORTH
 DD4707'EDGE OF A SIDEWALK LEADING TO THE CHURCH, 4.1 FEET (1.2 M) WEST
 DD4707'NORTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4705 ***********************************************************************
 DD4705  DESIGNATION -  45 149
 DD4705  PID         -  DD4705
 DD4705  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4705  USGS QUAD   -  INDIANTOWN (1990)
 DD4705
 DD4705                         *CURRENT SURVEY CONTROL
 DD4705  ___________________________________________________________________
 DD4705* NAD 83(1986)-  33 44 28.     (N)    079 36 04.     (W)     SCALED    
 DD4705* NAVD 88     -        13.079  (meters)      42.91   (feet)  ADJUSTED  
 DD4705  ___________________________________________________________________
 DD4705  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DD4705  DYNAMIC HT  -          13.065 (meters)      42.86  (feet)  COMP
 DD4705  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 DD4705
 DD4705  VERT ORDER  -  FIRST     CLASS II
 DD4705
 DD4705.The horizontal coordinates were scaled from a topographic map and have
 DD4705.an estimated accuracy of +/- 6 seconds.
 DD4705
 DD4705.The orthometric height was determined by differential leveling
 DD4705.and adjusted by the National Geodetic Survey in June 1994..
 DD4705
 DD4705.The geoid height was determined by GEOID03.
 DD4705
 DD4705.The dynamic height is computed by dividing the NAVD 88
 DD4705.geopotential number by the normal gravity value computed on the
 DD4705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4705.degrees latitude (g = 980.6199 gals.).
 DD4705
 DD4705.The modeled gravity was interpolated from observed gravity values.
 DD4705
 DD4705;                    North         East    Units  Estimated Accuracy
 DD4705;SPC SC       -   212,440.      739,200.      MT  (+/- 180 meters Scaled)
 DD4705
 DD4705                          SUPERSEDED SURVEY CONTROL
 DD4705
 DD4705.No superseded survey control is available for this station.
 DD4705
 DD4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT295343(NAD 83)
 DD4705_MARKER: DD = SURVEY DISK
 DD4705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4705_SP_SET: CONCRETE POST
 DD4705_STAMPING: 45 149 1993
 DD4705_MARK LOGO: SCGS  
 DD4705_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4705+STABILITY: SURFACE MOTION
 DD4705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4705+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4705
 DD4705  HISTORY     - Date     Condition        Report By
 DD4705  HISTORY     - 1993     MONUMENTED       SCGS
 DD4705
 DD4705                          STATION DESCRIPTION
 DD4705
 DD4705'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4705'STATION IS LOCATED 4.7 MILES (7.6 KM) WEST OF STUCKEY, 10.1 MILES
 DD4705'(16.3 KM) EAST SOUTHEAST OF CADES. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4705'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4705'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 DD4705'HIGHWAYS 512 AND 261, 4.4 MILES (7.1 KM) WEST OF STUCKEY, GO NORTH
 DD4705'NORTHWEST ON HIGHWAY 512 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF
 DD4705'STATE ROAD 118, CONTINUE ON HIGHWAY 512 FOR 0.2 MILE (0.3 KM) TO A
 DD4705'DRIVEWAY RIGHT LEADING TO A TWO STORY FARM HOUSE AND THE STATION IN A
 DD4705'GRASSY ISLAND FORMED BY THE TWO DRIVEWAY ENTRANCES. STATION IS A
 DD4705'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE
 DD4705'HIGHWAY, 20.8 FEET (6.3 M) NORTH NORTHEAST OF THE CENTER OF THE
 DD4705'HIGHWAY, 38.8 FEET (11.8 M) WEST OF TELEPHONE JUNCTION BOX NUMBER 4,
 DD4705'2.6 FEET (0.8 M) NORTH NORTHEAST OF AN UNUSED WOODEN SIGN POST, 155.5
 DD4705'FEET (47.4 M) WEST NORTHWEST OF A POWER POLE X10 WITH TWO GUY WIRES,
 DD4705'2.8 FEET (0.9 M) NORTH NORTHEAST OF A WITNESS POST. DESCRIBED BY T.
 DD4705'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4704 ***********************************************************************
 DD4704  DESIGNATION -  45 150
 DD4704  PID         -  DD4704
 DD4704  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4704  USGS QUAD   -  INDIANTOWN (1990)
 DD4704
 DD4704                         *CURRENT SURVEY CONTROL
 DD4704  ___________________________________________________________________
 DD4704* NAD 83(1986)-  33 44 49.     (N)    079 37 08.     (W)     SCALED    
 DD4704* NAVD 88     -        12.129  (meters)      39.79   (feet)  ADJUSTED  
 DD4704  ___________________________________________________________________
 DD4704  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DD4704  DYNAMIC HT  -          12.117 (meters)      39.75  (feet)  COMP
 DD4704  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 DD4704
 DD4704  VERT ORDER  -  FIRST     CLASS II
 DD4704
 DD4704.The horizontal coordinates were scaled from a topographic map and have
 DD4704.an estimated accuracy of +/- 6 seconds.
 DD4704
 DD4704.The orthometric height was determined by differential leveling
 DD4704.and adjusted by the National Geodetic Survey in June 1994..
 DD4704
 DD4704.The geoid height was determined by GEOID03.
 DD4704
 DD4704.The dynamic height is computed by dividing the NAVD 88
 DD4704.geopotential number by the normal gravity value computed on the
 DD4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4704.degrees latitude (g = 980.6199 gals.).
 DD4704
 DD4704.The modeled gravity was interpolated from observed gravity values.
 DD4704
 DD4704;                    North         East    Units  Estimated Accuracy
 DD4704;SPC SC       -   213,070.      737,540.      MT  (+/- 180 meters Scaled)
 DD4704
 DD4704                          SUPERSEDED SURVEY CONTROL
 DD4704
 DD4704.No superseded survey control is available for this station.
 DD4704
 DD4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT279349(NAD 83)
 DD4704_MARKER: DD = SURVEY DISK
 DD4704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4704_SP_SET: CONCRETE POST
 DD4704_STAMPING: 45 150 1993
 DD4704_MARK LOGO: SCGS  
 DD4704_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4704+STABILITY: SURFACE MOTION
 DD4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4704+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4704
 DD4704  HISTORY     - Date     Condition        Report By
 DD4704  HISTORY     - 1993     MONUMENTED       SCGS
 DD4704
 DD4704                          STATION DESCRIPTION
 DD4704
 DD4704'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4704'STATION IS LOCATED 5.9 MILES (9.5 KM) WEST NORTHWEST OF STUCKEY, 9.8
 DD4704'MILES (15.8 KM) EAST SOUTHEAST OF CADES. OWNERSHIP--A.V. THOMPSON,
 DD4704'ROUTE 4, BOX 157, LAKE CITY, SC 29560, PHONE 803-558-2488. TO REACH
 DD4704'THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAYS 512 AND 261, 4.4
 DD4704'MILES (7.1 KM) WEST OF STUCKEY, GO NORTH NORTHWEST ON HIGHWAY 512 FOR
 DD4704'0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE ROAD 118, CONTINUE ON
 DD4704'HIGHWAY 512 FOR 1.05 MILES (1.69 KM) TO A DRIVEWAY AND A SAND ROAD
 DD4704'RIGHT LEADING TO A CONCRETE BLOCK HOUSE AND T AND T MOTORS, TURN LEFT
 DD4704'ON THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT
 DD4704'NEAR A POWER POLE IN AN OPEN FIELD USED TO PARK JUNK CARS. STATION IS
 DD4704'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SAND ROAD,
 DD4704'44.5 FEET (13.6 M) WEST NORTHWEST OF THE CENTER OF THE SAND ROAD, 3.8
 DD4704'FEET (1.2 M) SOUTH SOUTHEAST OF THE POWER POLE WITH A SCGS REFERENCE
 DD4704'WASHER ATTACHED, 4.1 FEET (1.2 M) SOUTH SOUTHEAST OF A WITNESS POST.
 DD4704'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4703 ***********************************************************************
 DD4703  DESIGNATION -  45 151
 DD4703  PID         -  DD4703
 DD4703  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4703  USGS QUAD   -  LAKE CITY EAST (1990)
 DD4703
 DD4703                         *CURRENT SURVEY CONTROL
 DD4703  ___________________________________________________________________
 DD4703* NAD 83(1986)-  33 45 01.     (N)    079 38 07.     (W)     SCALED    
 DD4703* NAVD 88     -        12.087  (meters)      39.66   (feet)  ADJUSTED  
 DD4703  ___________________________________________________________________
 DD4703  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DD4703  DYNAMIC HT  -          12.075 (meters)      39.62  (feet)  COMP
 DD4703  MODELED GRAV-     979,632.4   (mgal)                       NAVD 88
 DD4703
 DD4703  VERT ORDER  -  FIRST     CLASS II
 DD4703
 DD4703.The horizontal coordinates were scaled from a topographic map and have
 DD4703.an estimated accuracy of +/- 6 seconds.
 DD4703
 DD4703.The orthometric height was determined by differential leveling
 DD4703.and adjusted by the National Geodetic Survey in June 1994..
 DD4703
 DD4703.The geoid height was determined by GEOID03.
 DD4703
 DD4703.The dynamic height is computed by dividing the NAVD 88
 DD4703.geopotential number by the normal gravity value computed on the
 DD4703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4703.degrees latitude (g = 980.6199 gals.).
 DD4703
 DD4703.The modeled gravity was interpolated from observed gravity values.
 DD4703
 DD4703;                    North         East    Units  Estimated Accuracy
 DD4703;SPC SC       -   213,420.      736,020.      MT  (+/- 180 meters Scaled)
 DD4703
 DD4703                          SUPERSEDED SURVEY CONTROL
 DD4703
 DD4703.No superseded survey control is available for this station.
 DD4703
 DD4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT264353(NAD 83)
 DD4703_MARKER: DD = SURVEY DISK
 DD4703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4703_SP_SET: CONCRETE POST
 DD4703_STAMPING: 45 151 1993
 DD4703_MARK LOGO: SCGS  
 DD4703_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4703+STABILITY: SURFACE MOTION
 DD4703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4703+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4703
 DD4703  HISTORY     - Date     Condition        Report By
 DD4703  HISTORY     - 1993     MONUMENTED       SCGS
 DD4703
 DD4703                          STATION DESCRIPTION
 DD4703
 DD4703'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4703'STATION IS LOCATED 6.9 MILES (11.1 KM) WEST NORTHWEST OF STUCKEY, 8.8
 DD4703'MILES (14.2 KM) EAST SOUTHEAST OF CADES. OWNERSHIP--SCDOT, DIRECTOR
 DD4703'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4703'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 DD4703'HIGHWAYS 512 AND 261, 4.4 MILES (7.1 KM) WEST OF STUCKEY, GO NORTH
 DD4703'NORTHWEST ON HIGHWAY 512 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF
 DD4703'STATE ROAD 118, CONTINUE ON HIGHWAY 512 FOR 2.05 MILES (3.30 KM) TO
 DD4703'THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A FIELD ROAD
 DD4703'LEFT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 DD4703'THE HIGHWAY, 38.4 FEET (11.7 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 DD4703'HIGHWAY, 15.8 FEET (4.8 M) WEST SOUTHWEST OF THE WEST END OF A
 DD4703'2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE FIELD ROAD, 2.9 FEET
 DD4703'(0.9 M) WEST NORTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 DD4703'ATTACHED, 15.4 FEET (4.7 M) NORTH NORTHWEST OF A POWER POLE WITH A
 DD4703'GUY WIRE, 19.2 FEET (5.9 M) WEST NORTHWEST OF THE CENTER OF THE FIELD
 DD4703'ROAD, 4.9 FEET (1.5 M) NORTH NORTHWEST OF A WITNESS POST. DESCRIBED
 DD4703'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4701 ***********************************************************************
 DD4701  DESIGNATION -  45 152
 DD4701  PID         -  DD4701
 DD4701  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4701  USGS QUAD   -  LAKE CITY EAST (1990)
 DD4701
 DD4701                         *CURRENT SURVEY CONTROL
 DD4701  ___________________________________________________________________
 DD4701* NAD 83(1986)-  33 45 45.     (N)    079 40 24.     (W)     SCALED    
 DD4701* NAVD 88     -        17.121  (meters)      56.17   (feet)  ADJUSTED  
 DD4701  ___________________________________________________________________
 DD4701  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DD4701  DYNAMIC HT  -          17.104 (meters)      56.12  (feet)  COMP
 DD4701  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 DD4701
 DD4701  VERT ORDER  -  FIRST     CLASS II
 DD4701
 DD4701.The horizontal coordinates were scaled from a topographic map and have
 DD4701.an estimated accuracy of +/- 6 seconds.
 DD4701
 DD4701.The orthometric height was determined by differential leveling
 DD4701.and adjusted by the National Geodetic Survey in June 1994..
 DD4701
 DD4701.The geoid height was determined by GEOID03.
 DD4701
 DD4701.The dynamic height is computed by dividing the NAVD 88
 DD4701.geopotential number by the normal gravity value computed on the
 DD4701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4701.degrees latitude (g = 980.6199 gals.).
 DD4701
 DD4701.The modeled gravity was interpolated from observed gravity values.
 DD4701
 DD4701;                    North         East    Units  Estimated Accuracy
 DD4701;SPC SC       -   214,730.      732,480.      MT  (+/- 180 meters Scaled)
 DD4701
 DD4701                          SUPERSEDED SURVEY CONTROL
 DD4701
 DD4701.No superseded survey control is available for this station.
 DD4701
 DD4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT228366(NAD 83)
 DD4701_MARKER: DD = SURVEY DISK
 DD4701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4701_SP_SET: CONCRETE POST
 DD4701_STAMPING: 45 152 1993
 DD4701_MARK LOGO: SCGS  
 DD4701_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4701+STABILITY: SURFACE MOTION
 DD4701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4701+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4701
 DD4701  HISTORY     - Date     Condition        Report By
 DD4701  HISTORY     - 1993     MONUMENTED       SCGS
 DD4701
 DD4701                          STATION DESCRIPTION
 DD4701
 DD4701'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4701'STATION IS LOCATED 6.5 MILES (10.5 KM) EAST SOUTHEAST OF CADES, 9.2
 DD4701'MILES (14.8 KM) WEST NORTHWEST OF STUCKEY. OWNERSHIP--SCDOT, DIRECTOR
 DD4701'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4701'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 DD4701'HIGHWAYS 512 AND 261, 4.4 MILES (7.1 KM) WEST OF STUCKEY, GO NORTH
 DD4701'NORTHWEST ON HIGHWAY 512 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF
 DD4701'STATE ROAD 118, CONTINUE ON HIGHWAY 512 FOR 4.45 MILES (7.16 KM) TO
 DD4701'THE PAVED DRIVEWAY RIGHT ON THE NORTHWEST SIDE OF THE BETHESDA UNITED
 DD4701'METHODIST CHURCH AND THE STATION NEAR THE SOUTHWEST CORNER OF A BRICK
 DD4701'SIGN BASE PLANTER IN FRONT OF THE CHURCH, IN LINE WITH THE NORTHWEST
 DD4701'WALL OF THE CHURCH AND IN THE EAST ANGLE OF THE DRIVEWAY. STATION IS
 DD4701'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY,
 DD4701'29.2 FEET (8.9 M) EAST OF THE SOUTHEAST END OF A 2.0-FOOT CONCRETE
 DD4701'PIPE CULVERT BENEATH THE DRIVEWAY, 36.2 FEET (11.0 M) NORTH NORTHEAST
 DD4701'OF THE CENTER OF THE HIGHWAY, 20.4 FEET (6.2 M) WEST SOUTHWEST OF THE
 DD4701'SOUTHWEST CORNER OF THE SIGN BASE, 62.3 FEET (19.0 M) SOUTH SOUTHWEST
 DD4701'OF THE SOUTHWEST CORNER OF THE CHURCH, 23.1 FEET (7.0 M) EAST
 DD4701'SOUTHEAST OF A POWER POLE WITH A GUY WIRE AND A SECURITY LIGHT, 25.8
 DD4701'FEET (7.9 M) EAST OF THE NORTH END OF A 2.0-FOOT CONCRETE PIPE
 DD4701'CULVERT BENEATH THE HIGHWAY, 23.1 FEET (7.0 M) EAST SOUTHEAST OF A
 DD4701'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4700 ***********************************************************************
 DD4700  DESIGNATION -  45 153
 DD4700  PID         -  DD4700
 DD4700  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4700  USGS QUAD   -  LAKE CITY EAST (1990)
 DD4700
 DD4700                         *CURRENT SURVEY CONTROL
 DD4700  ___________________________________________________________________
 DD4700* NAD 83(1986)-  33 46 04.     (N)    079 41 34.     (W)     SCALED    
 DD4700* NAVD 88     -        23.642  (meters)      77.57   (feet)  ADJUSTED  
 DD4700  ___________________________________________________________________
 DD4700  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DD4700  DYNAMIC HT  -          23.619 (meters)      77.49  (feet)  COMP
 DD4700  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 DD4700
 DD4700  VERT ORDER  -  FIRST     CLASS II
 DD4700
 DD4700.The horizontal coordinates were scaled from a topographic map and have
 DD4700.an estimated accuracy of +/- 6 seconds.
 DD4700
 DD4700.The orthometric height was determined by differential leveling
 DD4700.and adjusted by the National Geodetic Survey in June 1994..
 DD4700
 DD4700.The geoid height was determined by GEOID03.
 DD4700
 DD4700.The dynamic height is computed by dividing the NAVD 88
 DD4700.geopotential number by the normal gravity value computed on the
 DD4700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4700.degrees latitude (g = 980.6199 gals.).
 DD4700
 DD4700.The modeled gravity was interpolated from observed gravity values.
 DD4700
 DD4700;                    North         East    Units  Estimated Accuracy
 DD4700;SPC SC       -   215,290.      730,670.      MT  (+/- 180 meters Scaled)
 DD4700
 DD4700                          SUPERSEDED SURVEY CONTROL
 DD4700
 DD4700.No superseded survey control is available for this station.
 DD4700
 DD4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT210371(NAD 83)
 DD4700_MARKER: DD = SURVEY DISK
 DD4700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4700_SP_SET: CONCRETE POST
 DD4700_STAMPING: 45 153 1993
 DD4700_MARK LOGO: SCGS  
 DD4700_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4700+STABILITY: SURFACE MOTION
 DD4700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4700+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4700
 DD4700  HISTORY     - Date     Condition        Report By
 DD4700  HISTORY     - 1993     MONUMENTED       SCGS
 DD4700
 DD4700                          STATION DESCRIPTION
 DD4700
 DD4700'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4700'STATION IS LOCATED 5.3 MILES (8.5 KM) EAST SOUTHEAST OF CADES, 10.3
 DD4700'MILES (16.6 KM) WEST NORTHWEST OF STUCKEY. OWNERSHIP--SCDOT, DIRECTOR
 DD4700'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4700'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 DD4700'HIGHWAYS 512 AND 261, 4.4 MILES (7.1 KM) WEST OF STUCKEY, GO NORTH
 DD4700'NORTHWEST ON HIGHWAY 512 FOR 5.6 MILES (9.0 KM) TO THE JUNCTION OF
 DD4700'STATE ROAD 504, CONTINUE ON HIGHWAY 512 FOR 0.35 MILE (0.56 KM) TO A
 DD4700'SAND DRIVEWAY RIGHT LEADING TO A TWO-STORY WOODEN HOUSE AND THE
 DD4700'STATION NEAR THE SOUTHEAST CORNER OF A WOODEN BARN IN THE SOUTHWEST
 DD4700'ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 DD4700'GROUND AND LEVEL WITH THE HIGHWAY, 29.5 FEET (9.0 M) NORTH NORTHEAST
 DD4700'OF THE CENTER OF THE HIGHWAY, 6.9 FEET (2.1 M) EAST NORTHEAST OF THE
 DD4700'SOUTHEAST CORNER OF THE BARN, 184.8 FEET (56.3 M) SOUTHWEST OF THE
 DD4700'SOUTHEAST CORNER OF THE BRICK CHIMNEY OF THE HOUSE, 13.5 FEET
 DD4700'(4.1 M) NORTH NORTHWEST OF THE WEST END OF A 1.5-FOOT CONCRETE PIPE
 DD4700'CULVERT BENEATH THE DRIVEWAY, 6.3 FEET (1.9 M) EAST NORTHEAST OF A
 DD4700'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4699 ***********************************************************************
 DD4699  DESIGNATION -  45 154
 DD4699  PID         -  DD4699
 DD4699  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4699  USGS QUAD   -  LAKE CITY EAST (1990)
 DD4699
 DD4699                         *CURRENT SURVEY CONTROL
 DD4699  ___________________________________________________________________
 DD4699* NAD 83(1986)-  33 46 17.     (N)    079 42 43.     (W)     SCALED    
 DD4699* NAVD 88     -        19.682  (meters)      64.57   (feet)  ADJUSTED  
 DD4699  ___________________________________________________________________
 DD4699  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DD4699  DYNAMIC HT  -          19.662 (meters)      64.51  (feet)  COMP
 DD4699  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 DD4699
 DD4699  VERT ORDER  -  FIRST     CLASS II
 DD4699
 DD4699.The horizontal coordinates were scaled from a topographic map and have
 DD4699.an estimated accuracy of +/- 6 seconds.
 DD4699
 DD4699.The orthometric height was determined by differential leveling
 DD4699.and adjusted by the National Geodetic Survey in June 1994..
 DD4699
 DD4699.The geoid height was determined by GEOID03.
 DD4699
 DD4699.The dynamic height is computed by dividing the NAVD 88
 DD4699.geopotential number by the normal gravity value computed on the
 DD4699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4699.degrees latitude (g = 980.6199 gals.).
 DD4699
 DD4699.The modeled gravity was interpolated from observed gravity values.
 DD4699
 DD4699;                    North         East    Units  Estimated Accuracy
 DD4699;SPC SC       -   215,670.      728,890.      MT  (+/- 180 meters Scaled)
 DD4699
 DD4699                          SUPERSEDED SURVEY CONTROL
 DD4699
 DD4699.No superseded survey control is available for this station.
 DD4699
 DD4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT192375(NAD 83)
 DD4699_MARKER: DD = SURVEY DISK
 DD4699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4699_SP_SET: CONCRETE POST
 DD4699_STAMPING: 45 154 1993
 DD4699_MARK LOGO: SCGS  
 DD4699_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4699+STABILITY: SURFACE MOTION
 DD4699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4699+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4699
 DD4699  HISTORY     - Date     Condition        Report By
 DD4699  HISTORY     - 1993     MONUMENTED       SCGS
 DD4699
 DD4699                          STATION DESCRIPTION
 DD4699
 DD4699'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4699'STATION IS LOCATED 4.2 MILES (6.8 KM) EAST SOUTHEAST OF CADES.
 DD4699'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4699'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4699'JUNCTION OF STATE HIGHWAY 512, U.S. HIGHWAY 52 AND STATE ROAD 28 IN
 DD4699'CADES, GO EAST SOUTHEAST ON HIGHWAY 512 FOR 4.75 MILES (7.64 KM) TO
 DD4699'THE STATION ON THE RIGHT NEAR A CHURCH SIGN AND THE NORTHWEST CORNER
 DD4699'OF A PUMP SHED IN FRONT OF THE BETHESDA UNITED METHODIST CHURCH, 0.45
 DD4699'MILE (0.72 KM) WEST OF THE JUNCTION OF STATE ROAD 159 (DEWEY COX
 DD4699'ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 DD4699'(0.3 M) ABOVE THE HIGHWAY, 33.7 FEET (10.3 M) SOUTH SOUTHWEST OF THE
 DD4699'CENTER OF THE HIGHWAY, 4.7 FEET (1.4 M) NORTH NORTHWEST OF THE
 DD4699'NORTHWEST CORNER OF THE CONCRETE BLOCK PUMP SHED, 90.0 FEET (27.4 M)
 DD4699'NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK
 DD4699'FOUNDATION OF THE CHURCH, 5.9 FEET (1.8 M) WEST SOUTHWEST OF A METAL
 DD4699'SIGN POST FOR THE CHURCH, 17.6 FEET (5.4 M) EAST OF A 3.0-FOOT PINE
 DD4699'TREE WITH A SCGS REFERENCE WASHER ATTACHED. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4698 ***********************************************************************
 DD4698  DESIGNATION -  45 155
 DD4698  PID         -  DD4698
 DD4698  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4698  USGS QUAD   -  LAKE CITY EAST (1990)
 DD4698
 DD4698                         *CURRENT SURVEY CONTROL
 DD4698  ___________________________________________________________________
 DD4698* NAD 83(1986)-  33 46 17.     (N)    079 43 33.     (W)     SCALED    
 DD4698* NAVD 88     -        18.157  (meters)      59.57   (feet)  ADJUSTED  
 DD4698  ___________________________________________________________________
 DD4698  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DD4698  DYNAMIC HT  -          18.139 (meters)      59.51  (feet)  COMP
 DD4698  MODELED GRAV-     979,628.0   (mgal)                       NAVD 88
 DD4698
 DD4698  VERT ORDER  -  FIRST     CLASS II
 DD4698
 DD4698.The horizontal coordinates were scaled from a topographic map and have
 DD4698.an estimated accuracy of +/- 6 seconds.
 DD4698
 DD4698.The orthometric height was determined by differential leveling
 DD4698.and adjusted by the National Geodetic Survey in June 1994..
 DD4698
 DD4698.The geoid height was determined by GEOID03.
 DD4698
 DD4698.The dynamic height is computed by dividing the NAVD 88
 DD4698.geopotential number by the normal gravity value computed on the
 DD4698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4698.degrees latitude (g = 980.6199 gals.).
 DD4698
 DD4698.The modeled gravity was interpolated from observed gravity values.
 DD4698
 DD4698;                    North         East    Units  Estimated Accuracy
 DD4698;SPC SC       -   215,650.      727,600.      MT  (+/- 180 meters Scaled)
 DD4698
 DD4698                          SUPERSEDED SURVEY CONTROL
 DD4698
 DD4698.No superseded survey control is available for this station.
 DD4698
 DD4698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT179375(NAD 83)
 DD4698_MARKER: DD = SURVEY DISK
 DD4698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4698_SP_SET: CONCRETE POST
 DD4698_STAMPING: 45 155 1993
 DD4698_MARK LOGO: SCGS  
 DD4698_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4698+STABILITY: SURFACE MOTION
 DD4698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4698+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4698
 DD4698  HISTORY     - Date     Condition        Report By
 DD4698  HISTORY     - 1993     MONUMENTED       SCGS
 DD4698
 DD4698                          STATION DESCRIPTION
 DD4698
 DD4698'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4698'STATION IS LOCATED 3.5 MILES (5.6 KM) EAST SOUTHEAST OF CADES, 12.3
 DD4698'MILES (19.8 KM) WEST NORTHWEST OF STUCKEY. OWNERSHIP--B.L. JOHNSON,
 DD4698'ROUTE 4, BOX 272, LAKE CITY, SC 29560, PHONE 803-389-4666. TO REACH
 DD4698'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 512, U.S. HIGHWAY 52
 DD4698'AND STATE ROAD 28 IN CADES, GO EAST SOUTHEAST ON HIGHWAY 512 FOR 2.05
 DD4698'MILES (3.30 KM) TO THE JUNCTION OF STATE ROAD 116 (EPPS ROAD),
 DD4698'CONTINUE ON HIGHWAY 512 FOR 1.95 MILES (3.14 KM) TO THE STATION ON
 DD4698'THE LEFT AT THE NORTHWEST CORNER OF THE YARD OF AN OLD WOODEN SINGLE
 DD4698'STORY HOUSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0
 DD4698'FOOT (0.3 M) ABOVE THE HIGHWAY, 59.3 FEET (18.1 M) SOUTH OF THE
 DD4698'CENTER OF THE HIGHWAY, 22.4 FEET (6.8 M) EAST SOUTHEAST OF A POWER
 DD4698'POLE WITH A GUY WIRE AND A TRANSFORMER, 82.0 FEET (25.0 M) NORTHWEST
 DD4698'OF THE NORTHWEST CORNER OF A CONCRETE FOUNDATION POST, 78.7 FEET
 DD4698'(24.0 M) NORTHWEST OF A POWER LINE STUB POLE NEAR THE NORTHWEST
 DD4698'CORNER OF THE HOUSE. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4697 ***********************************************************************
 DD4697  DESIGNATION -  45 156
 DD4697  PID         -  DD4697
 DD4697  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4697  USGS QUAD   -  LAKE CITY WEST (1990)
 DD4697
 DD4697                         *CURRENT SURVEY CONTROL
 DD4697  ___________________________________________________________________
 DD4697* NAD 83(1986)-  33 46 55.     (N)    079 45 27.     (W)     SCALED    
 DD4697* NAVD 88     -        19.180  (meters)      62.93   (feet)  ADJUSTED  
 DD4697  ___________________________________________________________________
 DD4697  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DD4697  DYNAMIC HT  -          19.161 (meters)      62.86  (feet)  COMP
 DD4697  MODELED GRAV-     979,628.0   (mgal)                       NAVD 88
 DD4697
 DD4697  VERT ORDER  -  FIRST     CLASS II
 DD4697
 DD4697.The horizontal coordinates were scaled from a topographic map and have
 DD4697.an estimated accuracy of +/- 6 seconds.
 DD4697
 DD4697.The orthometric height was determined by differential leveling
 DD4697.and adjusted by the National Geodetic Survey in June 1994..
 DD4697
 DD4697.The geoid height was determined by GEOID03.
 DD4697
 DD4697.The dynamic height is computed by dividing the NAVD 88
 DD4697.geopotential number by the normal gravity value computed on the
 DD4697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4697.degrees latitude (g = 980.6199 gals.).
 DD4697
 DD4697.The modeled gravity was interpolated from observed gravity values.
 DD4697
 DD4697;                    North         East    Units  Estimated Accuracy
 DD4697;SPC SC       -   216,790.      724,650.      MT  (+/- 180 meters Scaled)
 DD4697
 DD4697                          SUPERSEDED SURVEY CONTROL
 DD4697
 DD4697.No superseded survey control is available for this station.
 DD4697
 DD4697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT150386(NAD 83)
 DD4697_MARKER: DD = SURVEY DISK
 DD4697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4697_SP_SET: CONCRETE POST
 DD4697_STAMPING: 45 156 1993
 DD4697_MARK LOGO: SCGS  
 DD4697_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4697+STABILITY: SURFACE MOTION
 DD4697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4697+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4697
 DD4697  HISTORY     - Date     Condition        Report By
 DD4697  HISTORY     - 1993     MONUMENTED       SCGS
 DD4697
 DD4697                          STATION DESCRIPTION
 DD4697
 DD4697'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4697'STATION IS LOCATED 1.6 MILES (2.6 KM) EAST SOUTHEAST OF CADES.
 DD4697'OWNERSHIP--J.S. ANDERSON, JR., ROUTE 4, BOX 263, LAKE CITY, SC 29560,
 DD4697'PHONE 803-394-3887 AT WORK OR 803-389-3287 AT HOME. TO REACH THE
 DD4697'STATION FROM THE JUNCTION OF STATE HIGHWAY 512, U.S. HIGHWAY 52 AND
 DD4697'STATE ROAD 28 IN CADES, GO EAST SOUTHEAST ON HIGHWAY 512 FOR 2.0
 DD4697'MILES (3.2 KM) TO A SAND DRIVEWAY LEFT, 0.05 MILE (0.08 KM) WEST OF
 DD4697'THE JUNCTION OF STATE ROAD 116 (EPPS ROAD), TURN LEFT ON THE DRIVEWAY
 DD4697'FOR 0.05 MILE (0.08 KM) TO AN OLD WOODEN HOUSE AND THE STATION ON THE
 DD4697'RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE
 DD4697'GROUND AND LEVEL WITH THE DRIVEWAY, 5.4 FEET (1.6 M) NORTH OF THE
 DD4697'POWER POLE WITH A TRANSFORMER AND AN OLD SECURITY LIGHT, 66.2 FEET
 DD4697'(20.2 M) SOUTH SOUTHEAST OF A 1.4-FOOT MAGNOLIA TREE, 70.9 FEET
 DD4697'(21.6 M) SOUTH OF THE SOUTHWEST CORNER OF THE BRICK STEPS LANDING ON
 DD4697'THE WEST SIDE OF THE FRONT STEPS OF THE HOUSE, 11.5 FEET (3.5 M)
 DD4697'SOUTH SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 5.0 FEET (1.5 M) NORTH
 DD4697'OF A WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4696 ***********************************************************************
 DD4696  DESIGNATION -  45 157
 DD4696  PID         -  DD4696
 DD4696  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4696  USGS QUAD   -  LAKE CITY WEST (1990)
 DD4696
 DD4696                         *CURRENT SURVEY CONTROL
 DD4696  ___________________________________________________________________
 DD4696* NAD 83(1986)-  33 47 05.     (N)    079 46 10.     (W)     SCALED    
 DD4696* NAVD 88     -        20.454  (meters)      67.11   (feet)  ADJUSTED  
 DD4696  ___________________________________________________________________
 DD4696  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DD4696  DYNAMIC HT  -          20.433 (meters)      67.04  (feet)  COMP
 DD4696  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 DD4696
 DD4696  VERT ORDER  -  FIRST     CLASS II
 DD4696
 DD4696.The horizontal coordinates were scaled from a topographic map and have
 DD4696.an estimated accuracy of +/- 6 seconds.
 DD4696
 DD4696.The orthometric height was determined by differential leveling
 DD4696.and adjusted by the National Geodetic Survey in June 1994..
 DD4696
 DD4696.The geoid height was determined by GEOID03.
 DD4696
 DD4696.The dynamic height is computed by dividing the NAVD 88
 DD4696.geopotential number by the normal gravity value computed on the
 DD4696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4696.degrees latitude (g = 980.6199 gals.).
 DD4696
 DD4696.The modeled gravity was interpolated from observed gravity values.
 DD4696
 DD4696;                    North         East    Units  Estimated Accuracy
 DD4696;SPC SC       -   217,080.      723,550.      MT  (+/- 180 meters Scaled)
 DD4696
 DD4696                          SUPERSEDED SURVEY CONTROL
 DD4696
 DD4696.No superseded survey control is available for this station.
 DD4696
 DD4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT139389(NAD 83)
 DD4696_MARKER: DD = SURVEY DISK
 DD4696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4696_SP_SET: CONCRETE POST
 DD4696_STAMPING: 45 157 1993
 DD4696_MARK LOGO: SCGS  
 DD4696_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4696+STABILITY: SURFACE MOTION
 DD4696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4696+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4696
 DD4696  HISTORY     - Date     Condition        Report By
 DD4696  HISTORY     - 1993     MONUMENTED       SCGS
 DD4696
 DD4696                          STATION DESCRIPTION
 DD4696
 DD4696'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4696'STATION IS LOCATED 0.8 MILE (1.3 KM) EAST SOUTHEAST OF CADES.
 DD4696'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD4696'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 DD4696'JUNCTION OF STATE HIGHWAY 512, U.S. HIGHWAY 52 AND STATE ROAD 28 IN
 DD4696'CADES, GO EAST SOUTHEAST ON HIGHWAY 512 FOR 0.7 MILE (1.1 KM) TO THE
 DD4696'JUNCTION OF STATE ROAD 292, CONTINUE ON HIGHWAY 512 FOR 0.55 MILE
 DD4696'(0.89 KM) TO A SAND DRIVEWAY LEFT LEADING TO A STUCCO HOUSE AND THE
 DD4696'STATION NEAR A POWER POLE ON THE EAST SIDE OF THE HOUSE IN THE EAST
 DD4696'ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH WITH THE
 DD4696'GROUND AND LEVEL WITH THE HIGHWAY, 88.1 FEET (26.9 M) NORTH NORTHEAST
 DD4696'OF THE CENTER OF THE HIGHWAY, 2.9 FEET (0.9 M) EAST OF THE POWER POLE
 DD4696'WITH A GUY WIRE AND A SECURITY LIGHT, 53.0 FEET (16.2 M) EAST
 DD4696'SOUTHEAST THE SOUTHEAST CORNER OF THE HOUSE, 59.0 FEET (18.0 M)
 DD4696'SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 5.0 FEET (1.5 M) WEST
 DD4696'OF THE GUY WIRE ANCHOR, 3.0 FEET (0.9 M) EAST OF A WITNESS POST.
 DD4696'DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4694 ***********************************************************************
 DD4694  DESIGNATION -  45 158
 DD4694  PID         -  DD4694
 DD4694  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4694  USGS QUAD   -  LAKE CITY WEST (1990)
 DD4694
 DD4694                         *CURRENT SURVEY CONTROL
 DD4694  ___________________________________________________________________
 DD4694* NAD 83(1986)-  33 48 37.     (N)    079 46 50.     (W)     SCALED    
 DD4694* NAVD 88     -        21.531  (meters)      70.64   (feet)  ADJUSTED  
 DD4694  ___________________________________________________________________
 DD4694  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DD4694  DYNAMIC HT  -          21.510 (meters)      70.57  (feet)  COMP
 DD4694  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 DD4694
 DD4694  VERT ORDER  -  FIRST     CLASS II
 DD4694
 DD4694.The horizontal coordinates were scaled from a topographic map and have
 DD4694.an estimated accuracy of +/- 6 seconds.
 DD4694
 DD4694.The orthometric height was determined by differential leveling
 DD4694.and adjusted by the National Geodetic Survey in June 1994..
 DD4694
 DD4694.The geoid height was determined by GEOID03.
 DD4694
 DD4694.The dynamic height is computed by dividing the NAVD 88
 DD4694.geopotential number by the normal gravity value computed on the
 DD4694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4694.degrees latitude (g = 980.6199 gals.).
 DD4694
 DD4694.The modeled gravity was interpolated from observed gravity values.
 DD4694
 DD4694;                    North         East    Units  Estimated Accuracy
 DD4694;SPC SC       -   219,900.      722,480.      MT  (+/- 180 meters Scaled)
 DD4694
 DD4694                          SUPERSEDED SURVEY CONTROL
 DD4694
 DD4694.No superseded survey control is available for this station.
 DD4694
 DD4694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT128417(NAD 83)
 DD4694_MARKER: DD = SURVEY DISK
 DD4694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4694_SP_SET: CONCRETE POST
 DD4694_STAMPING: 45 158 1993
 DD4694_MARK LOGO: SCGS  
 DD4694_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4694+STABILITY: SURFACE MOTION
 DD4694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4694+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DD4694
 DD4694  HISTORY     - Date     Condition        Report By
 DD4694  HISTORY     - 1993     MONUMENTED       SCGS
 DD4694
 DD4694                          STATION DESCRIPTION
 DD4694
 DD4694'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4694'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH OF CADES. OWNERSHIP--HARRY
 DD4694'J. AUSTIN, ROUTE 1, BOX 7, CADES, SC 29518, PHONE 803-389-4316. TO
 DD4694'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 512, U.S.
 DD4694'HIGHWAY 52 AND STATE ROAD 28 IN CADES, GO NORTHEAST ON HIGHWAY 52 FOR
 DD4694'1.5 MILES (2.4 KM) TO A SAND DRIVEWAY LEFT TO BIG VALLEY HOMES, A
 DD4694'MOBILE HOMES SALES LOT AND THE STATION NEAR A POWER POLE IN THE
 DD4694'SOUTHWEST ANGLE OF THE DRIVEWAY. STATION IS A CONCRETE POST FLUSH
 DD4694'WITH THE GROUND AND 2.0 FEET (0.6 M) BELOW THE HIGHWAY, 89.5 FEET
 DD4694'(27.3 M) WEST NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DD4694'HIGHWAY, 10.0 FEET (3.0 M) WEST NORTHWEST OF THE POWER POLE 232/AZ85,
 DD4694'71.7 FEET (21.9 M) SOUTHWEST OF THE SOUTH END OF A 2.0-FOOT CONCRETE
 DD4694'PIPE CULVERT BENEATH THE DRIVEWAY, 135.2 FEET (41.2 M) SOUTH
 DD4694'SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 4100/10/2, 140.0 FEET
 DD4694'(42.7 M) SOUTH SOUTHWEST OF A POWER POLE 233/AZ82 WITH TWO SECURITY
 DD4694'LIGHTS AND A TRANSFORMER, 10.5 FEET (3.2 M) WEST NORTHWEST OF A
 DD4694'WITNESS POST. DESCRIBED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3077 ***********************************************************************
 CK3077  DESIGNATION -  45 RFJ
 CK3077  PID         -  CK3077
 CK3077  STATE/COUNTY-  SC/CHARLESTON
 CK3077  USGS QUAD   -  OSBORN (1979)
 CK3077
 CK3077                         *CURRENT SURVEY CONTROL
 CK3077  ___________________________________________________________________
 CK3077* NAD 83(1986)-  32 48 04.     (N)    080 16 09.     (W)     SCALED    
 CK3077* NAVD 88     -         3.667  (meters)      12.03   (feet)  ADJUSTED  
 CK3077  ___________________________________________________________________
 CK3077  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 CK3077  DYNAMIC HT  -           3.663 (meters)      12.02  (feet)  COMP
 CK3077  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 CK3077
 CK3077  VERT ORDER  -  FIRST     CLASS II
 CK3077
 CK3077.The horizontal coordinates were scaled from a topographic map and have
 CK3077.an estimated accuracy of +/- 6 seconds.
 CK3077
 CK3077.The orthometric height was determined by differential leveling
 CK3077.and adjusted by the National Geodetic Survey in June 1991..
 CK3077
 CK3077.The geoid height was determined by GEOID03.
 CK3077
 CK3077.The dynamic height is computed by dividing the NAVD 88
 CK3077.geopotential number by the normal gravity value computed on the
 CK3077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3077.degrees latitude (g = 980.6199 gals.).
 CK3077
 CK3077.The modeled gravity was interpolated from observed gravity values.
 CK3077
 CK3077;                    North         East    Units  Estimated Accuracy
 CK3077;SPC SC       -   107,570.      678,050.      MT  (+/- 180 meters Scaled)
 CK3077
 CK3077                          SUPERSEDED SURVEY CONTROL
 CK3077
 CK3077  NGVD 29 (03/21/89)    3.962  (m)           13.00   (f) ADJUSTED    1 2
 CK3077
 CK3077.Superseded values are not recommended for survey control.
 CK3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3077.See file dsdata.txt to determine how the superseded data were derived.
 CK3077
 CK3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS684294(NAD 83)
 CK3077_MARKER: DD = SURVEY DISK
 CK3077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK3077_SP_SET: CONCRETE WHEELGUARD OF BRIDGE
 CK3077_STAMPING: 13 45 RFJ 1972
 CK3077_MARK LOGO: USGS  
 CK3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3077+STABILITY: SURFACE MOTION
 CK3077
 CK3077  HISTORY     - Date     Condition        Report By
 CK3077  HISTORY     - 1972     MONUMENTED       USGS
 CK3077  HISTORY     - 1983     GOOD             SCGS
 CK3077  HISTORY     - 20010331 GOOD             NGS
 CK3077  HISTORY     - 20011210 GOOD             NGS
 CK3077
 CK3077                          STATION DESCRIPTION
 CK3077
 CK3077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3077'4.7 KM (2.9 MI) NW FROM RAVENEL.
 CK3077'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3077'RAVENEL POST OFFICE, THENCE 3.4 KILOMETERS (2.1 MILES) NORTHERLY ALONG
 CK3077'STATE HIGHWAY 165, SET IN THE SOUTHWEST CORNER OF A CONCRETE
 CK3077'WHEELGUARD FOR A SMALL BRIDGE.
 CK3077'THE MARK IS 0.20 M ABOVE HIGHWAY 165.
 CK3077
 CK3077                          STATION RECOVERY (2001)
 CK3077
 CK3077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3077'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK3077
 CK3077                          STATION RECOVERY (2001)
 CK3077
 CK3077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK3077'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3486 ***********************************************************************
 DD3486  DESIGNATION -  4500
 DD3486  PID         -  DD3486
 DD3486  STATE/COUNTY-  SC/GEORGETOWN
 DD3486  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD3486
 DD3486                         *CURRENT SURVEY CONTROL
 DD3486  ___________________________________________________________________
 DD3486* NAD 83(2001)-  33 29 48.80898(N)    079 04 16.23023(W)     ADJUSTED  
 DD3486* NAVD 88     -         4.89   (+/-2cm)      16.0    (feet)  VERTCON   
 DD3486  ___________________________________________________________________
 DD3486  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DD3486  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD3486
 DD3486  HORZ ORDER  -  SECOND
 DD3486  VERT ORDER  -  THIRD ? (See Below)
 DD3486
 DD3486.The horizontal coordinates were established by classical geodetic methods
 DD3486.and adjusted by the National Geodetic Survey in March 2004..
 DD3486
 DD3486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3486.The vertical order pertains to the NGVD 29 superseded value.
 DD3486
 DD3486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3486
 DD3486.The geoid height was determined by GEOID03.
 DD3486
 DD3486;                    North         East     Units Scale Factor Converg.
 DD3486;SPC SC       -   186,154.789   788,791.145   MT  0.99979816   +1 04 09.6
 DD3486;SPC SC       -   610,744.06  2,587,897.46   iFT  0.99979816   +1 04 09.6
 DD3486;UTM  17      - 3,708,039.444   679,179.364   MT  0.99999583   +1 03 53.2
 DD3486
 DD3486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3486!SPC SC       -   1.00000469  x   0.99979816  =   0.99980285
 DD3486!UTM  17      -   1.00000469  x   0.99999583  =   1.00000052
 DD3486
 DD3486                          SUPERSEDED SURVEY CONTROL
 DD3486
 DD3486  NAD 83(1986)-  33 29 48.81905(N)    079 04 16.23318(W) AD(       ) 2
 DD3486  NAD 83(1986)-  33 29 48.81906(N)    079 04 16.23328(W) AD(       ) 3
 DD3486  NGVD 29 (11/30/89)    5.20   (m)           17.1    (f) LEVELING    3  
 DD3486
 DD3486.Superseded values are not recommended for survey control.
 DD3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3486.See file dsdata.txt to determine how the superseded data were derived.
 DD3486
 DD3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7917908039(NAD 83)
 DD3486_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3486_SETTING: 0 = UNSPECIFIED SETTING
 DD3486_STAMPING: 4500 1987
 DD3486_MARK LOGO: SCCC  
 DD3486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3486+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3486
 DD3486  HISTORY     - Date     Condition        Report By
 DD3486  HISTORY     - 1987     MONUMENTED       SCCC
 DD3486
 DD3486                          STATION DESCRIPTION
 DD3486
 DD3486'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3486'THE STATION IS LOCATED ON THE SOUTH END OF HUNTINGTON BEACH.  TO REACH
 DD3486'THE STATION FROM HUNTINGTON BEACH STATE PARK PICNIC AREA, CONTINUE
 DD3486'ALONG THE BEACH ROAD TO THE OCEAN, CONTINUE SOUTH ALONG THE BEACH FOR
 DD3486'(1.80 MI) TO THE STATION ON THE RIGHT LOCATED AT THE TOP OF THE DUNE.
 DD3486'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3486'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3486'PROJECTING (0.5 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4603 ***********************************************************************
 DD4603  DESIGNATION -  4500 B
 DD4603  PID         -  DD4603
 DD4603  STATE/COUNTY-  SC/GEORGETOWN
 DD4603  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD4603
 DD4603                         *CURRENT SURVEY CONTROL
 DD4603  ___________________________________________________________________
 DD4603* NAD 83(2001)-  33 29 49.01301(N)    079 04 17.02001(W)     ADJUSTED  
 DD4603* NAVD 88     -         3.731  (meters)      12.24   (feet)  ADJUSTED  
 DD4603  ___________________________________________________________________
 DD4603  X           -   1,009,397.820 (meters)                     COMP
 DD4603  Y           -  -5,227,671.209 (meters)                     COMP
 DD4603  Z           -   3,500,034.859 (meters)                     COMP
 DD4603  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DD4603  ELLIP HEIGHT-         -31.08  (meters)          (03/27/03) GPS OBS
 DD4603  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD4603  DYNAMIC HT  -           3.727 (meters)      12.23  (feet)  COMP
 DD4603  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 DD4603
 DD4603  HORZ ORDER  -  SECOND
 DD4603  VERT ORDER  -  THIRD
 DD4603  ELLP ORDER  -  FOURTH    CLASS II
 DD4603
 DD4603.The horizontal coordinates were established by GPS observations
 DD4603.and adjusted by the National Geodetic Survey in March 2003..
 DD4603
 DD4603.The orthometric height was determined by differential leveling
 DD4603.and adjusted by the National Geodetic Survey in April 1995..
 DD4603
 DD4603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4603
 DD4603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4603
 DD4603.The ellipsoidal height was determined by GPS observations
 DD4603.and is referenced to NAD 83.
 DD4603
 DD4603.The geoid height was determined by GEOID03.
 DD4603
 DD4603.The dynamic height is computed by dividing the NAVD 88
 DD4603.geopotential number by the normal gravity value computed on the
 DD4603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4603.degrees latitude (g = 980.6199 gals.).
 DD4603
 DD4603.The modeled gravity was interpolated from observed gravity values.
 DD4603
 DD4603;                    North         East     Units Scale Factor Converg.
 DD4603;SPC SC       -   186,160.692   788,770.649   MT  0.99979816   +1 04 09.2
 DD4603;SPC SC       -   610,763.43  2,587,830.21   iFT  0.99979816   +1 04 09.2
 DD4603;UTM  17      - 3,708,045.350   679,158.865   MT  0.99999574   +1 03 52.8
 DD4603
 DD4603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4603!SPC SC       -   1.00000488  x   0.99979816  =   0.99980304
 DD4603!UTM  17      -   1.00000488  x   0.99999574  =   1.00000062
 DD4603
 DD4603:                Primary Azimuth Mark                     Grid Az
 DD4603:SPC SC       -  4495 B                                   225 30 59.7
 DD4603:UTM  17      -  4495 B                                   225 31 16.1
 DD4603
 DD4603|---------------------------------------------------------------------|
 DD4603| PID    Reference Object                     Distance      Geod. Az  |
 DD4603|                                                           dddmmss.s |
 DD4603| DD4443 4495 B                              APPROX. 0.5 KM 2263508.9 |
 DD4603|---------------------------------------------------------------------|
 DD4603
 DD4603                          SUPERSEDED SURVEY CONTROL
 DD4603
 DD4603  NAD 83(1995)-  33 29 49.01415(N)    079 04 17.01994(W) AD(       ) 2
 DD4603  ELLIP H (12/20/99)  -31.12   (m)                       GP(       ) 4 1
 DD4603  NAD 83(1986)-  33 29 49.02378(N)    079 04 17.02363(W) AD(       ) 2
 DD4603  NGVD 29 (05/09/91)    4.045  (m)           13.27   (f) ADJUSTED    3 0
 DD4603
 DD4603.Superseded values are not recommended for survey control.
 DD4603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4603.See file dsdata.txt to determine how the superseded data were derived.
 DD4603
 DD4603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7915908045(NAD 83)
 DD4603_MARKER: DD = SURVEY DISK
 DD4603_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4603_SP_SET: ALUMINUM ALLOY ROD
 DD4603_STAMPING: 4500 B 1990
 DD4603_MARK LOGO: SCCC  
 DD4603_PROJECTION: PROJECTING 8 CENTIMETERS
 DD4603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4603+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4603_ROD/PIPE-DEPTH: 7.31 meters
 DD4603
 DD4603  HISTORY     - Date     Condition        Report By
 DD4603  HISTORY     - 1990     MONUMENTED       NGS
 DD4603
 DD4603                          STATION DESCRIPTION
 DD4603
 DD4603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4603'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) SOUTHWEST OF MYRTLE
 DD4603'BEACH, 25.8 KM (16.0 MI) NORTHEAST OF GEORGETOWN AND ON STATE
 DD4603'PROPERTY.
 DD4603'OWNERSHIP--STATE OF SOUTH CAROLINA, HUNTINGTON BEACH STATE PARK,
 DD4603'MURRELLS INLET, SC 29576, ASSISTANT SUPERINTENDENT, TOMMY RAYNOR,
 DD4603'PHONE 803-237-4966.
 DD4603'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4603'HIGHWAY 707 (WACHESAW ROAD) AT MURRELLS INLET EXIT, GO SOUTH ON U.S.
 DD4603'HIGHWAY 17 FOR 7.69 KM (4.78 MI) TO THE ENTRANCE OF HUNTINGTON BEACH
 DD4603'STATE PARK ON THE LEFT.  TURN LEFT AND GO 0.16 KM (0.10 MI) TO A
 DD4603'GUARD HOUSE, TURN LEFT AND FOLLOW WINDING ROAD, CROSSING CAUSEWAY, TO
 DD4603'A SIGN (PICNIC AREA).  TURN LEFT AND GO 0.08 KM (0.05 MI) TO A STOP
 DD4603'SIGN, KEEP LEFT FOR 1.76 KM (1.09 MI) TO A PARKING AREA AND LOCKED
 DD4603'GATES JUST BEYOND.  PASS THRU THE GATES ON A SAND ROAD FOR 0.24 KM
 DD4603'(0.15 MI) TO THE BEACH, TURN RIGHT AND GO SOUTHWEST ALONG THE BEACH
 DD4603'FOR 2.9 KM (1.8 MI) TO THE STATION ON THE RIGHT JUST BEYOND A LARGE
 DD4603'SAND DUNE, 10.4 M (34.1 FT) NORTHWEST FROM APPROXIMATE
 DD4603'CENTER OF SAND DUNE AND 0.5 M (1.6 FT) SOUTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3487 ***********************************************************************
 DD3487  DESIGNATION -  4515
 DD3487  PID         -  DD3487
 DD3487  STATE/COUNTY-  SC/GEORGETOWN
 DD3487  USGS QUAD   -  BROOKGREEN (1973)
 DD3487
 DD3487                         *CURRENT SURVEY CONTROL
 DD3487  ___________________________________________________________________
 DD3487* NAD 83(2001)-  33 30 02.91407(N)    079 03 59.96282(W)     ADJUSTED  
 DD3487* NAVD 88     -         4.17   (+/-2cm)      13.7    (feet)  VERTCON   
 DD3487  ___________________________________________________________________
 DD3487  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DD3487  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD3487
 DD3487  HORZ ORDER  -  SECOND
 DD3487  VERT ORDER  -  THIRD ? (See Below)
 DD3487
 DD3487.The horizontal coordinates were established by classical geodetic methods
 DD3487.and adjusted by the National Geodetic Survey in March 2004..
 DD3487
 DD3487.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3487.The vertical order pertains to the NGVD 29 superseded value.
 DD3487
 DD3487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3487
 DD3487.The geoid height was determined by GEOID03.
 DD3487
 DD3487;                    North         East     Units Scale Factor Converg.
 DD3487;SPC SC       -   186,597.037   789,202.766   MT  0.99979796   +1 04 18.6
 DD3487;SPC SC       -   612,195.00  2,589,247.92   iFT  0.99979796   +1 04 18.6
 DD3487;UTM  17      - 3,708,481.747   679,591.102   MT  0.99999765   +1 04 02.6
 DD3487
 DD3487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3487!SPC SC       -   1.00000481  x   0.99979796  =   0.99980277
 DD3487!UTM  17      -   1.00000481  x   0.99999765  =   1.00000246
 DD3487
 DD3487                          SUPERSEDED SURVEY CONTROL
 DD3487
 DD3487  NAD 83(1986)-  33 30 02.92439(N)    079 03 59.96612(W) AD(       ) 2
 DD3487  NAD 83(1986)-  33 30 02.92439(N)    079 03 59.96617(W) AD(       ) 3
 DD3487  NGVD 29 (11/30/89)    4.48   (m)           14.7    (f) LEVELING    3  
 DD3487
 DD3487.Superseded values are not recommended for survey control.
 DD3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3487.See file dsdata.txt to determine how the superseded data were derived.
 DD3487
 DD3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7959108482(NAD 83)
 DD3487_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3487_SETTING: 0 = UNSPECIFIED SETTING
 DD3487_STAMPING: 4515 1987
 DD3487_MARK LOGO: SCCC  
 DD3487_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3487+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3487
 DD3487  HISTORY     - Date     Condition        Report By
 DD3487  HISTORY     - 1987     MONUMENTED       SCCC
 DD3487
 DD3487                          STATION DESCRIPTION
 DD3487
 DD3487'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3487'THE STATION IS LOCATED ON THE SOUTH END OF HUNTINGTON BEACH.  TO REACH
 DD3487'THE STATION FROM HUNTINGTON BEACH STATE PARK PICNIC AREA, CONTINUE
 DD3487'ALONG THE BEACH ROAD TO THE OCEAN, CONTINUE SOUTH ALONG THE BEACH FOR
 DD3487'(1.40 MI) TO THE STATION ON THE RIGHT LOCATED AT THE TOP OF THE DUNE.
 DD3487'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3487'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3487'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4602 ***********************************************************************
 DD4602  DESIGNATION -  4515 B
 DD4602  PID         -  DD4602
 DD4602  STATE/COUNTY-  SC/GEORGETOWN
 DD4602  USGS QUAD   -  BROOKGREEN (1973)
 DD4602
 DD4602                         *CURRENT SURVEY CONTROL
 DD4602  ___________________________________________________________________
 DD4602* NAD 83(2001)-  33 30 03.90248(N)    079 04 01.46625(W)     ADJUSTED  
 DD4602* NAVD 88     -         3.138  (meters)      10.30   (feet)  ADJUSTED  
 DD4602  ___________________________________________________________________
 DD4602  X           -   1,009,743.905 (meters)                     COMP
 DD4602  Y           -  -5,227,345.999 (meters)                     COMP
 DD4602  Z           -   3,500,417.062 (meters)                     COMP
 DD4602  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DD4602  ELLIP HEIGHT-         -31.68  (meters)          (03/27/03) GPS OBS
 DD4602  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD4602  DYNAMIC HT  -           3.135 (meters)      10.29  (feet)  COMP
 DD4602  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 DD4602
 DD4602  HORZ ORDER  -  SECOND
 DD4602  VERT ORDER  -  THIRD
 DD4602  ELLP ORDER  -  FOURTH    CLASS II
 DD4602
 DD4602.The horizontal coordinates were established by GPS observations
 DD4602.and adjusted by the National Geodetic Survey in March 2003..
 DD4602
 DD4602.The orthometric height was determined by differential leveling
 DD4602.and adjusted by the National Geodetic Survey in April 1995..
 DD4602
 DD4602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4602
 DD4602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4602
 DD4602.The ellipsoidal height was determined by GPS observations
 DD4602.and is referenced to NAD 83.
 DD4602
 DD4602.The geoid height was determined by GEOID03.
 DD4602
 DD4602.The dynamic height is computed by dividing the NAVD 88
 DD4602.geopotential number by the normal gravity value computed on the
 DD4602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4602.degrees latitude (g = 980.6199 gals.).
 DD4602
 DD4602.The modeled gravity was interpolated from observed gravity values.
 DD4602
 DD4602;                    North         East     Units Scale Factor Converg.
 DD4602;SPC SC       -   186,626.752   789,163.406   MT  0.99979795   +1 04 17.8
 DD4602;SPC SC       -   612,292.49  2,589,118.79   iFT  0.99979795   +1 04 17.8
 DD4602;UTM  17      - 3,708,511.471   679,551.736   MT  0.99999747   +1 04 01.8
 DD4602
 DD4602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4602!SPC SC       -   1.00000497  x   0.99979795  =   0.99980292
 DD4602!UTM  17      -   1.00000497  x   0.99999747  =   1.00000244
 DD4602
 DD4602                          SUPERSEDED SURVEY CONTROL
 DD4602
 DD4602  NAD 83(1995)-  33 30 03.90355(N)    079 04 01.46628(W) AD(       ) 2
 DD4602  ELLIP H (12/20/99)  -31.72   (m)                       GP(       ) 4 1
 DD4602  NAD 83(1986)-  33 30 03.91327(N)    079 04 01.47000(W) AD(       ) 2
 DD4602  NGVD 29 (05/09/91)    3.452  (m)           11.33   (f) ADJUSTED    3 0
 DD4602
 DD4602.Superseded values are not recommended for survey control.
 DD4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4602.See file dsdata.txt to determine how the superseded data were derived.
 DD4602
 DD4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7955208511(NAD 83)
 DD4602_MARKER: DD = SURVEY DISK
 DD4602_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4602_SP_SET: ALUMINUM ALLOY ROD
 DD4602_STAMPING: 4515 B 1990
 DD4602_MARK LOGO: SCCC  
 DD4602_PROJECTION: PROJECTING 8 CENTIMETERS
 DD4602_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4602+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4602_ROD/PIPE-DEPTH: 8.23 meters
 DD4602
 DD4602  HISTORY     - Date     Condition        Report By
 DD4602  HISTORY     - 1990     MONUMENTED       NGS
 DD4602
 DD4602                          STATION DESCRIPTION
 DD4602
 DD4602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4602'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) SOUTHWEST OF MYRTLE
 DD4602'BEACH, 25.8 KM (16.0 MI) NORTHEAST OF GEORGETOWN AND ON STATE
 DD4602'PROPERTY.
 DD4602'OWNERSHIP--STATE OF SOUTH CAROLINA, HUNTINGTON BEACH STATE PARK,
 DD4602'MURRELLS INLET, SC 29576, ASSISTANT SUPERINTENDENT, TOMMY RAYNOR,
 DD4602'PHONE 803-237-4966.
 DD4602'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4602'HIGHWAY 707 (WACHESAW ROAD) AT MURRELLS INLET EXIT, GO SOUTH ON U.S.
 DD4602'HIGHWAY 17 FOR 7.69 KM (4.78 MI) TO THE ENTRANCE OF HUNTINGTON BEACH
 DD4602'STATE PARK ON THE LEFT.  TURN LEFT AND GO 0.16 KM (0.10 MI) TO A
 DD4602'GUARD HOUSE, TURN LEFT AND FOLLOW WINDING ROAD, CROSSING CAUSEWAY, TO
 DD4602'A SIGN (CAMPING AREA).  KEEP RIGHT AND GO 0.08 KM (0.05 MI) TO A STOP
 DD4602'SIGN, TURN RIGHT AND GO 0.7 KM (0.4 MI) TO A SINGLE LANE ROAD LEADING
 DD4602'TO A CASTLE SHAPED BUILDING USED FOR STORAGE AREA.  TURN LEFT AND GO
 DD4602'SOUTHEAST FOR 0.08 KM (0.05 MI) TO A DIM TRAIL LEFT.  TURN LEFT AND
 DD4602'FOLLOW DIM TRAIL TO THE REAR OF BUILDING AND THE STATION ON A SMALL
 DD4602'SAND HILL, 59.0 M (193.6 FT) SOUTH FROM THE CENTER OF 2
 DD4602'GRAY DOORS IN REAR OF BUILDING AND 0.4 M (1.3 FT) NORTH-NORTHWEST
 DD4602'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3488 ***********************************************************************
 DD3488  DESIGNATION -  4525
 DD3488  PID         -  DD3488
 DD3488  STATE/COUNTY-  SC/GEORGETOWN
 DD3488  USGS QUAD   -  BROOKGREEN (1973)
 DD3488
 DD3488                         *CURRENT SURVEY CONTROL
 DD3488  ___________________________________________________________________
 DD3488* NAD 83(2001)-  33 30 16.02496(N)    079 03 44.50573(W)     ADJUSTED  
 DD3488* NAVD 88     -         4.22   (+/-2cm)      13.8    (feet)  VERTCON   
 DD3488  ___________________________________________________________________
 DD3488  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DD3488  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD3488
 DD3488  HORZ ORDER  -  SECOND
 DD3488  VERT ORDER  -  THIRD ? (See Below)
 DD3488
 DD3488.The horizontal coordinates were established by classical geodetic methods
 DD3488.and adjusted by the National Geodetic Survey in March 2004..
 DD3488
 DD3488.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3488.The vertical order pertains to the NGVD 29 superseded value.
 DD3488
 DD3488.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3488
 DD3488.The geoid height was determined by GEOID03.
 DD3488
 DD3488;                    North         East     Units Scale Factor Converg.
 DD3488;SPC SC       -   187,008.291   789,594.016   MT  0.99979778   +1 04 27.2
 DD3488;SPC SC       -   613,544.26  2,590,531.55   iFT  0.99979778   +1 04 27.2
 DD3488;UTM  17      - 3,708,893.054   679,982.462   MT  0.99999938   +1 04 11.5
 DD3488
 DD3488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3488!SPC SC       -   1.00000480  x   0.99979778  =   0.99980258
 DD3488!UTM  17      -   1.00000480  x   0.99999938  =   1.00000418
 DD3488
 DD3488                          SUPERSEDED SURVEY CONTROL
 DD3488
 DD3488  NAD 83(1986)-  33 30 16.03553(N)    079 03 44.50937(W) AD(       ) 2
 DD3488  NAD 83(1986)-  33 30 16.03551(N)    079 03 44.50940(W) AD(       ) 3
 DD3488  NGVD 29 (11/30/89)    4.54   (m)           14.9    (f) LEVELING    3  
 DD3488
 DD3488.Superseded values are not recommended for survey control.
 DD3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3488.See file dsdata.txt to determine how the superseded data were derived.
 DD3488
 DD3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7998208893(NAD 83)
 DD3488_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3488_SETTING: 0 = UNSPECIFIED SETTING
 DD3488_STAMPING: 4525 1987
 DD3488_MARK LOGO: SCCC  
 DD3488_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3488+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3488
 DD3488  HISTORY     - Date     Condition        Report By
 DD3488  HISTORY     - 1987     MONUMENTED       SCCC
 DD3488
 DD3488                          STATION DESCRIPTION
 DD3488
 DD3488'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3488'THE STATION IS LOCATED ON HUNTINGTON BEACH.  TO REACH THE STATION FROM
 DD3488'HUNTINGTON BEACH STATE PARK PICNIC AREA, CONTINUE ALONG THE BEACH ROAD
 DD3488'TO THE OCEAN, CONTINUE SOUTH ALONG THE BEACH FOR (1.10 MI) TO THE
 DD3488'STATION ON THE RIGHT LOCATED AT THE TOP OF THE DUNE.
 DD3488'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3488'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3488'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4601 ***********************************************************************
 DD4601  DESIGNATION -  4525 B
 DD4601  PID         -  DD4601
 DD4601  STATE/COUNTY-  SC/GEORGETOWN
 DD4601  USGS QUAD   -  BROOKGREEN (1973)
 DD4601
 DD4601                         *CURRENT SURVEY CONTROL
 DD4601  ___________________________________________________________________
 DD4601* NAD 83(2001)-  33 30 16.17553(N)    079 03 45.72613(W)     ADJUSTED  
 DD4601* NAVD 88     -         2.540  (meters)       8.33   (feet)  ADJUSTED  
 DD4601  ___________________________________________________________________
 DD4601  X           -   1,010,103.107 (meters)                     COMP
 DD4601  Y           -  -5,227,063.515 (meters)                     COMP
 DD4601  Z           -   3,500,732.031 (meters)                     COMP
 DD4601  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DD4601  ELLIP HEIGHT-         -32.28  (meters)          (03/27/03) GPS OBS
 DD4601  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD4601  DYNAMIC HT  -           2.537 (meters)       8.32  (feet)  COMP
 DD4601  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 DD4601
 DD4601  HORZ ORDER  -  SECOND
 DD4601  VERT ORDER  -  THIRD
 DD4601  ELLP ORDER  -  FOURTH    CLASS II
 DD4601
 DD4601.The horizontal coordinates were established by GPS observations
 DD4601.and adjusted by the National Geodetic Survey in March 2003..
 DD4601
 DD4601.The orthometric height was determined by differential leveling
 DD4601.and adjusted by the National Geodetic Survey in April 1995..
 DD4601
 DD4601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4601
 DD4601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4601
 DD4601.The ellipsoidal height was determined by GPS observations
 DD4601.and is referenced to NAD 83.
 DD4601
 DD4601.The geoid height was determined by GEOID03.
 DD4601
 DD4601.The dynamic height is computed by dividing the NAVD 88
 DD4601.geopotential number by the normal gravity value computed on the
 DD4601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4601.degrees latitude (g = 980.6199 gals.).
 DD4601
 DD4601.The modeled gravity was interpolated from observed gravity values.
 DD4601
 DD4601;                    North         East     Units Scale Factor Converg.
 DD4601;SPC SC       -   187,012.338   789,562.442   MT  0.99979777   +1 04 26.5
 DD4601;SPC SC       -   613,557.54  2,590,427.96   iFT  0.99979777   +1 04 26.5
 DD4601;UTM  17      - 3,708,897.104   679,950.882   MT  0.99999924   +1 04 10.9
 DD4601
 DD4601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4601!SPC SC       -   1.00000507  x   0.99979777  =   0.99980284
 DD4601!UTM  17      -   1.00000507  x   0.99999924  =   1.00000431
 DD4601
 DD4601                          SUPERSEDED SURVEY CONTROL
 DD4601
 DD4601  NAD 83(1995)-  33 30 16.17654(N)    079 03 45.72617(W) AD(       ) 2
 DD4601  ELLIP H (12/20/99)  -32.33   (m)                       GP(       ) 4 1
 DD4601  NAD 83(1986)-  33 30 16.18636(N)    079 03 45.72988(W) AD(       ) 2
 DD4601  NGVD 29 (05/09/91)    2.854  (m)            9.36   (f) ADJUSTED    3 0
 DD4601
 DD4601.Superseded values are not recommended for survey control.
 DD4601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4601.See file dsdata.txt to determine how the superseded data were derived.
 DD4601
 DD4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7995108897(NAD 83)
 DD4601_MARKER: DD = SURVEY DISK
 DD4601_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4601_SP_SET: ALUMINUM ALLOY ROD
 DD4601_STAMPING: 4525 B 1990
 DD4601_MARK LOGO: SCCC  
 DD4601_PROJECTION: PROJECTING 12 CENTIMETERS
 DD4601_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4601+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4601_ROD/PIPE-DEPTH: 7.32 meters
 DD4601
 DD4601  HISTORY     - Date     Condition        Report By
 DD4601  HISTORY     - 1990     MONUMENTED       NGS
 DD4601
 DD4601                          STATION DESCRIPTION
 DD4601
 DD4601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4601'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) SOUTHWEST OF MYRTLE
 DD4601'BEACH, 25.8 KM (16.0 MI) NORTHEAST OF GEORGETOWN AND ON STATE
 DD4601'PROPERTY.
 DD4601'OWNERSHIP--STATE OF SOUTH CAROLINA, HUNTINGTON BEACH STATE PARK,
 DD4601'MURRELLS INLET, SC 29576, ASSISTANT SUPERINTENDENT, TOMMY RAYNOR,
 DD4601'PHONE 803-237-4966.
 DD4601'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4601'HIGHWAY 707 (WACHESAW ROAD) AT MURRELLS INLET EXIT, GO SOUTH ON U.S.
 DD4601'HIGHWAY 17 FOR 7.69 KM (4.78 MI) TO THE ENTRANCE OF HUNTINGTON BEACH
 DD4601'STATE PARK ON THE LEFT.  TURN LEFT AND GO 0.16 KM (0.10 MI) TO A
 DD4601'GUARD HOUSE, TURN LEFT AND FOLLOW WINDING ROAD, CROSSING CAUSEWAY, TO
 DD4601'A SIGN (CAMPING AREA).  KEEP RIGHT AND GO 0.08 KM (0.05 MI) TO A STOP
 DD4601'SIGN, TURN RIGHT AND GO 0.4 KM (0.2 MI) TO A GRAVEL ROAD JUST PAST A
 DD4601'PHONE BOOTH AND PARKING AREA LEADING TO CAMPGROUND.  TURN LEFT AND GO
 DD4601'NORTHEAST FOR 0.08 KM (0.05 MI) TO A SIGN (CAMPING AREA CAMPERS ONLY)
 DD4601', CONTINUE ON THE GRAVEL ROAD FOR 1.6 KM (1.0 MI) TO A DIM TRAIL JUST
 DD4601'BEFORE CAMPSITE NUMBER 9 AND A SIGN (RESERVED CAMPSITE WITH HANDICAP
 DD4601'EMBLEM ON IT) ON THE RIGHT.  TURN RIGHT AND GO SOUTH-SOUTHEAST
 DD4601'PASSING BY OUTDOOR SHOWER AREA FOR 1.6 KM (1.0 MI) TO THE STATION ON
 DD4601'THE LEFT,  40.0 M (131.2 FT) NORTHWEST FROM APPROXIMATE
 DD4601'CENTER OF A SAND DUNE ALONG THE BEACH, 18.7 M (61.4 FT) NORTHEAST
 DD4601'FROM APPROXIMATE CENTER OF SAND ROAD AND 0.6 M (2.0 FT) SOUTHWEST
 DD4601'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3489 ***********************************************************************
 DD3489  DESIGNATION -  4535
 DD3489  PID         -  DD3489
 DD3489  STATE/COUNTY-  SC/GEORGETOWN
 DD3489  USGS QUAD   -  BROOKGREEN (1973)
 DD3489
 DD3489                         *CURRENT SURVEY CONTROL
 DD3489  ___________________________________________________________________
 DD3489* NAD 83(2001)-  33 30 31.93457(N)    079 03 27.62175(W)     ADJUSTED  
 DD3489* NAVD 88     -         1.376  (meters)       4.51   (feet)  ADJUSTED  
 DD3489  ___________________________________________________________________
 DD3489  X           -   1,010,510.832 (meters)                     COMP
 DD3489  Y           -  -5,226,710.717 (meters)                     COMP
 DD3489  Z           -   3,501,136.219 (meters)                     COMP
 DD3489  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DD3489  ELLIP HEIGHT-         -33.46  (meters)          (03/27/03) GPS OBS
 DD3489  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD3489  DYNAMIC HT  -           1.375 (meters)       4.51  (feet)  COMP
 DD3489  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 DD3489
 DD3489  HORZ ORDER  -  THIRD
 DD3489  VERT ORDER  -  THIRD
 DD3489  ELLP ORDER  -  FOURTH    CLASS II
 DD3489
 DD3489.The horizontal coordinates were established by classical geodetic methods
 DD3489.and adjusted by the National Geodetic Survey in March 2003..
 DD3489
 DD3489.The orthometric height was determined by differential leveling
 DD3489.and adjusted by the National Geodetic Survey in April 1995..
 DD3489
 DD3489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3489
 DD3489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3489
 DD3489.The ellipsoidal height was determined by GPS observations
 DD3489.and is referenced to NAD 83.
 DD3489
 DD3489.The geoid height was determined by GEOID03.
 DD3489
 DD3489.The dynamic height is computed by dividing the NAVD 88
 DD3489.geopotential number by the normal gravity value computed on the
 DD3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3489.degrees latitude (g = 980.6199 gals.).
 DD3489
 DD3489.The modeled gravity was interpolated from observed gravity values.
 DD3489
 DD3489;                    North         East     Units Scale Factor Converg.
 DD3489;SPC SC       -   187,506.448   790,020.425   MT  0.99979756   +1 04 36.6
 DD3489;SPC SC       -   615,178.64  2,591,930.53   iFT  0.99979756   +1 04 36.6
 DD3489;UTM  17      - 3,709,391.280   680,408.995   MT  1.00000128   +1 04 21.3
 DD3489
 DD3489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3489!SPC SC       -   1.00000525  x   0.99979756  =   0.99980281
 DD3489!UTM  17      -   1.00000525  x   1.00000128  =   1.00000653
 DD3489
 DD3489                          SUPERSEDED SURVEY CONTROL
 DD3489
 DD3489  NAD 83(1995)-  33 30 31.93552(N)    079 03 27.62184(W) AD(       ) 3
 DD3489  ELLIP H (12/20/99)  -33.50   (m)                       GP(       ) 4 1
 DD3489  NAD 83(1986)-  33 30 31.94541(N)    079 03 27.62582(W) AD(       ) 3
 DD3489  NGVD 29 (05/09/91)    1.691  (m)            5.55   (f) ADJUSTED    3 0
 DD3489
 DD3489.Superseded values are not recommended for survey control.
 DD3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3489.See file dsdata.txt to determine how the superseded data were derived.
 DD3489
 DD3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8040909391(NAD 83)
 DD3489_MARKER: DD = SURVEY DISK
 DD3489_SETTING: 0 = UNSPECIFIED SETTING
 DD3489_STAMPING: 4535 1987
 DD3489_MARK LOGO: SCCC  
 DD3489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3489+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD3489
 DD3489  HISTORY     - Date     Condition        Report By
 DD3489  HISTORY     - 1987     MONUMENTED       SCCC
 DD3489  HISTORY     - 19900920 GOOD             NGS
 DD3489
 DD3489                          STATION DESCRIPTION
 DD3489
 DD3489'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3489'THE STATION IS LOCATED ON HUNTINGTON BEACH.  TO REACH THE STATION FROM
 DD3489'HUNTINGTON BEACH STATE PARK PICNIC AREA, CONTINUE ALONG THE BEACH ROAD
 DD3489'TO THE OCEAN, CONTINUE SOUTH ALONG THE BEACH FOR (0.65 MI) TO THE
 DD3489'STATION ON THE RIGHT LOCATED AT THE TOP OF THE DUNES.
 DD3489'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3489'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3489'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3489
 DD3489                          STATION RECOVERY (1990)
 DD3489
 DD3489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3489'THE STATION IS LOCATED ON HUNTINGTON BEACH STATE PARK  25.6 KM
 DD3489'(15.9 MI) SOUTH OF MYRTLE BEACH AND 30.4 KM (18.9 MI) NORTH OF
 DD3489'GEORGETOWN.  OWNERSHIP--STATE OF SOUTH CAROLINA, HUNTINGTON BEACH
 DD3489'STATE PARK, MURRELLS INLET, SC 29576.  ASSISTANT SUPT. TOMMY RAYNOR,
 DD3489'PHONE 803-237-4966.
 DD3489'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, WACHESAW
 DD3489'ROAD (SC HIGHWAY 707) AT MURRELLS INLET EXIT, GO SOUTH ON U.S.
 DD3489'HIGHWAY 17 FOR 7.69 KM (4.78 MI) TO THE HUNTINGTON BEACH STATE PARK
 DD3489'EXIT ON LEFT, TURN LEFT AND GO FOR 0.16 KM (0.10 MI) TO A GUARD
 DD3489'HOUSE, TURN LEFT AND FOLLOW THE WINDING ROAD, AND ACROSS CAUSEWAY FOR
 DD3489'1.6 KM (1.0 MI) TO A SIGN (PICNIC AREA), TURN LEFT AND GO FOR 0.08 KM
 DD3489'(0.05 MI) TO A STOP SIGN AT JUNCTION OF ROAD, KEEP LEFT FOR 1.76 KM
 DD3489'(1.09 MI) TO A PARKING AREA AND LOCKED GATES BEYOND, PASS THROUGH THE
 DD3489'GATES ON SAND ROAD FOR 0.24 KM (0.15 MI) TO THE BEACH, TURN RIGHT AND
 DD3489'GO SOUTH FOR 1.04 KM (0.65 MI) TO A SLOUGH THAT COVERS AT HIGH TIDE,
 DD3489'CONTINUE FOR 0.08 KM (0.05 MI) THEN TURN RIGHT ACROSS SOME LOW SAND
 DD3489'DUNES FOR 0.08 KM (0.05 MI) TO THE STATION ON TOP OF A DUNE.
 DD3489'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3489'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE.  LOCATED 17.0 M
 DD3489'(55.8 FT) EAST OF THE HIGH WATER LINE, 30 M (98.4 FT) SOUTHWEST OF
 DD3489'THE HIGHWATER LINE AND 0.33 M (1.08 FT) SOUTHEAST OF A FIBERGLASS
 DD3489'WITNESS POST.  NOTE--CALL BEFORE OBSERVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3490 ***********************************************************************
 DD3490  DESIGNATION -  4545
 DD3490  PID         -  DD3490
 DD3490  STATE/COUNTY-  SC/GEORGETOWN
 DD3490  USGS QUAD   -  BROOKGREEN (1973)
 DD3490
 DD3490                         *CURRENT SURVEY CONTROL
 DD3490  ___________________________________________________________________
 DD3490* NAD 83(2001)-  33 30 46.87320(N)    079 03 05.99286(W)     ADJUSTED  
 DD3490* NAVD 88     -         3.739  (meters)      12.27   (feet)  ADJUSTED  
 DD3490  ___________________________________________________________________
 DD3490  X           -   1,011,011.011 (meters)                     COMP
 DD3490  Y           -  -5,226,357.174 (meters)                     COMP
 DD3490  Z           -   3,501,521.261 (meters)                     COMP
 DD3490  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DD3490  ELLIP HEIGHT-         -31.11  (meters)          (03/27/03) GPS OBS
 DD3490  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD3490  DYNAMIC HT  -           3.735 (meters)      12.25  (feet)  COMP
 DD3490  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 DD3490
 DD3490  HORZ ORDER  -  THIRD
 DD3490  VERT ORDER  -  THIRD
 DD3490  ELLP ORDER  -  FOURTH    CLASS II
 DD3490
 DD3490.The horizontal coordinates were established by classical geodetic methods
 DD3490.and adjusted by the National Geodetic Survey in March 2003..
 DD3490
 DD3490.The orthometric height was determined by differential leveling
 DD3490.and adjusted by the National Geodetic Survey in April 1995..
 DD3490
 DD3490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3490
 DD3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3490
 DD3490.The ellipsoidal height was determined by GPS observations
 DD3490.and is referenced to NAD 83.
 DD3490
 DD3490.The geoid height was determined by GEOID03.
 DD3490
 DD3490.The dynamic height is computed by dividing the NAVD 88
 DD3490.geopotential number by the normal gravity value computed on the
 DD3490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3490.degrees latitude (g = 980.6199 gals.).
 DD3490
 DD3490.The modeled gravity was interpolated from observed gravity values.
 DD3490
 DD3490;                    North         East     Units Scale Factor Converg.
 DD3490;SPC SC       -   187,977.027   790,569.763   MT  0.99979736   +1 04 48.6
 DD3490;SPC SC       -   616,722.53  2,593,732.82   iFT  0.99979736   +1 04 48.6
 DD3490;UTM  17      - 3,709,861.915   680,958.480   MT  1.00000372   +1 04 33.7
 DD3490
 DD3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3490!SPC SC       -   1.00000488  x   0.99979736  =   0.99980224
 DD3490!UTM  17      -   1.00000488  x   1.00000372  =   1.00000860
 DD3490
 DD3490|---------------------------------------------------------------------|
 DD3490| PID    Reference Object                     Distance      Geod. Az  |
 DD3490|                                                           dddmmss.s |
 DD3490| DD1448 HUNT                                323.818 METERS 01838     |
 DD3490|---------------------------------------------------------------------|
 DD3490
 DD3490                          SUPERSEDED SURVEY CONTROL
 DD3490
 DD3490  NAD 83(1995)-  33 30 46.87414(N)    079 03 05.99294(W) AD(       ) 3
 DD3490  ELLIP H (12/20/99)  -31.15   (m)                       GP(       ) 4 1
 DD3490  NAD 83(1986)-  33 30 46.88452(N)    079 03 05.99721(W) AD(       ) 3
 DD3490  NGVD 29 (05/09/91)    4.053  (m)           13.30   (f) ADJUSTED    3 0
 DD3490
 DD3490.Superseded values are not recommended for survey control.
 DD3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3490.See file dsdata.txt to determine how the superseded data were derived.
 DD3490
 DD3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8095809862(NAD 83)
 DD3490_MARKER: DD = SURVEY DISK
 DD3490_SETTING: 0 = UNSPECIFIED SETTING
 DD3490_STAMPING: 4545 1987
 DD3490_MARK LOGO: SCCC  
 DD3490_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3490+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD3490
 DD3490  HISTORY     - Date     Condition        Report By
 DD3490  HISTORY     - 1987     MONUMENTED       SCCC
 DD3490  HISTORY     - 19900920 GOOD             NGS
 DD3490
 DD3490                          STATION DESCRIPTION
 DD3490
 DD3490'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3490'THE STATION IS LOCATED ON HUNTINGTON BEACH.  TO REACH THE STATION FROM
 DD3490'HUNTINGTON BEACH STATE PARK PICNIC AREA, CONTINUE ALONG THE BEACH ROAD
 DD3490'TO THE OCEAN, CONTINUE SOUTH ALONG THE BEACH FOR (0.20 MI) TO THE
 DD3490'STATION ON THE RIGHT LOCATED AT THE TOP OF THE DUNE.
 DD3490'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3490'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3490'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3490
 DD3490                          STATION RECOVERY (1990)
 DD3490
 DD3490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3490'THE STATION IS LOCATED ON HUNTINGTON BEACH STATE PARK, 25.6 KM
 DD3490'(15.9 MI) SOUTH OF MYRTLE BEACH AND 30.4 KM (18.9 MI) NORTH OF
 DD3490'GEORGETOWN.  OWNERSHIP--STATE OF SOUTH CAROLINA, HUNTINGTON BEACH
 DD3490'STATE PARK, MURRELLS INLET, SC 29576.  ASSISTANT SUPT. TOMMY RAYNOR,
 DD3490'PHONE 803-237-4966.
 DD3490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, WACHESAW
 DD3490'ROAD (SC HIGHWAY 707) AT MURRELLS INLET EXIT, GO SOUTH ON U.S.
 DD3490'HIGHWAY 17 FOR 7.69 KM (4.78 MI) TO THE HUNTINGTON BEACH STATE PARK
 DD3490'EXIT ON LEFT, TURN LEFT AND GO 0.16 KM (0.10 MI) TO A GUARD HOUSE,
 DD3490'TURN LEFT AND FOLLOW THE WINDING ROAD, AND ACROSS CAUSEWAY FOR 1.6 KM
 DD3490'(1.0 MI) TO A SIGN (PICNIC AREA), TURN LEFT AND GO FOR 0.08 KM
 DD3490'(0.05 MI) TO A STOP SIGN AT JUNCTION OF ROAD, KEEP LEFT FOR 1.76 KM
 DD3490'(1.09 MI) TO A PARKING AREA AND LOCKED GATES BEYOND, PASS THROUGH THE
 DD3490'GATES ON SAND ROAD FOR 0.24 KM (0.15 MI) TO THE BEACH, TURN RIGHT AND
 DD3490'GO SOUTH FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT ON TOP OF
 DD3490'A SAND DUNE, A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3490'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE.  LOCATED 0.65 M
 DD3490'(2.13 FT) NORTH OF A FIBERGLASS WITNESS POST.
 DD3490'NOTE--CALL BEFORE OBSERVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0601 ***********************************************************************
 EC0601  DESIGNATION -  455
 EC0601  PID         -  EC0601
 EC0601  STATE/COUNTY-  SC/SPARTANBURG
 EC0601  USGS QUAD   -  SPARTANBURG (1983)
 EC0601
 EC0601                         *CURRENT SURVEY CONTROL
 EC0601  ___________________________________________________________________
 EC0601* NAD 83(1986)-  34 57 40.     (N)    081 55 22.     (W)     SCALED    
 EC0601* NAVD 88     -       221.687  (meters)     727.32   (feet)  ADJUSTED  
 EC0601  ___________________________________________________________________
 EC0601  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 EC0601  DYNAMIC HT  -         221.467 (meters)     726.60  (feet)  COMP
 EC0601  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 EC0601
 EC0601  VERT ORDER  -  SECOND    CLASS 0
 EC0601
 EC0601.The horizontal coordinates were scaled from a topographic map and have
 EC0601.an estimated accuracy of +/- 6 seconds.
 EC0601
 EC0601.The orthometric height was determined by differential leveling
 EC0601.and adjusted by the National Geodetic Survey in June 1991..
 EC0601
 EC0601.The geoid height was determined by GEOID03.
 EC0601
 EC0601.The dynamic height is computed by dividing the NAVD 88
 EC0601.geopotential number by the normal gravity value computed on the
 EC0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0601.degrees latitude (g = 980.6199 gals.).
 EC0601
 EC0601.The modeled gravity was interpolated from observed gravity values.
 EC0601
 EC0601;                    North         East    Units  Estimated Accuracy
 EC0601;SPC SC       -   347,260.      525,320.      MT  (+/- 180 meters Scaled)
 EC0601
 EC0601                          SUPERSEDED SURVEY CONTROL
 EC0601
 EC0601  NGVD 29 (??/??/92)  221.806  (m)          727.71   (f) ADJ UNCH    2 0
 EC0601
 EC0601.Superseded values are not recommended for survey control.
 EC0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0601.See file dsdata.txt to determine how the superseded data were derived.
 EC0601
 EC0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU157691(NAD 83)
 EC0601_MARKER: B = BOLT
 EC0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC0601_SP_SET: STONE
 EC0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC0601+STABILITY: SURFACE MOTION
 EC0601
 EC0601  HISTORY     - Date     Condition        Report By
 EC0601  HISTORY     - UNK      MONUMENTED       RBNF
 EC0601  HISTORY     - 1936     GOOD             SCGS
 EC0601
 EC0601                          STATION DESCRIPTION
 EC0601
 EC0601'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1936
 EC0601'AT SPARTANBURG.
 EC0601'AT SPARTANBURG, SPARTANBURG COUNTY, ON THE SOUTHERN RAILWAY, AND
 EC0601'ABOUT 100 FEET EAST OF THE EAST STATION-ONE-MILE SIGN.  A LEAD
 EC0601'BOLT, SET IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3491 ***********************************************************************
 DD3491  DESIGNATION -  4555
 DD3491  PID         -  DD3491
 DD3491  STATE/COUNTY-  SC/GEORGETOWN
 DD3491  USGS QUAD   -  BROOKGREEN (1973)
 DD3491
 DD3491                         *CURRENT SURVEY CONTROL
 DD3491  ___________________________________________________________________
 DD3491* NAD 83(2001)-  33 31 03.71843(N)    079 02 47.71408(W)     ADJUSTED  
 DD3491* NAVD 88     -         4.18   (+/-2cm)      13.7    (feet)  VERTCON   
 DD3491  ___________________________________________________________________
 DD3491  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DD3491  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD3491
 DD3491  HORZ ORDER  -  SECOND
 DD3491  VERT ORDER  -  THIRD ? (See Below)
 DD3491
 DD3491.The horizontal coordinates were established by classical geodetic methods
 DD3491.and adjusted by the National Geodetic Survey in March 2004..
 DD3491
 DD3491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3491.The vertical order pertains to the NGVD 29 superseded value.
 DD3491
 DD3491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3491
 DD3491.The geoid height was determined by GEOID03.
 DD3491
 DD3491;                    North         East     Units Scale Factor Converg.
 DD3491;SPC SC       -   188,504.722   791,031.514   MT  0.99979714   +1 04 58.7
 DD3491;SPC SC       -   618,453.81  2,595,247.75   iFT  0.99979714   +1 04 58.7
 DD3491;UTM  17      - 3,710,389.687   681,420.364   MT  1.00000579   +1 04 44.3
 DD3491
 DD3491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3491!SPC SC       -   1.00000481  x   0.99979714  =   0.99980195
 DD3491!UTM  17      -   1.00000481  x   1.00000579  =   1.00001060
 DD3491
 DD3491                          SUPERSEDED SURVEY CONTROL
 DD3491
 DD3491  NAD 83(1986)-  33 31 03.72951(N)    079 02 47.71842(W) AD(       ) 2
 DD3491  NAD 83(1986)-  33 31 03.72950(N)    079 02 47.71841(W) AD(       ) 3
 DD3491  NGVD 29 (11/30/89)    4.50   (m)           14.8    (f) LEVELING    3  
 DD3491
 DD3491.Superseded values are not recommended for survey control.
 DD3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3491.See file dsdata.txt to determine how the superseded data were derived.
 DD3491
 DD3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8142010390(NAD 83)
 DD3491_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3491_SETTING: 0 = UNSPECIFIED SETTING
 DD3491_STAMPING: 4555 1987
 DD3491_MARK LOGO: SCCC  
 DD3491_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3491+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3491
 DD3491  HISTORY     - Date     Condition        Report By
 DD3491  HISTORY     - 1987     MONUMENTED       SCCC
 DD3491
 DD3491                          STATION DESCRIPTION
 DD3491
 DD3491'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3491'THE STATION IS LOCATED ON HUNTINGTON BEACH.  TO REACH THE STATION FROM
 DD3491'HUNTINGTON BEACH STATE PARK PICNIC AREA, CONTINUE ALONG THE BEACH ROAD
 DD3491'TO THE OCEAN, CONTINUE NORTH ALONG THE BEACH FOR (0.60 MI) TO THE
 DD3491'STATION ON THE LEFT LOCATED AT THE TOP OF THE HIGH DUNE.
 DD3491'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3491'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3491'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4441 ***********************************************************************
 DD4441  DESIGNATION -  4555 B
 DD4441  PID         -  DD4441
 DD4441  STATE/COUNTY-  SC/GEORGETOWN
 DD4441  USGS QUAD   -  BROOKGREEN (1973)
 DD4441
 DD4441                         *CURRENT SURVEY CONTROL
 DD4441  ___________________________________________________________________
 DD4441* NAD 83(2001)-  33 31 02.60456(N)    079 02 46.44404(W)     ADJUSTED  
 DD4441* NAVD 88     -         2.648  (meters)       8.69   (feet)  ADJUSTED  
 DD4441  ___________________________________________________________________
 DD4441  X           -   1,011,455.325 (meters)                     COMP
 DD4441  Y           -  -5,225,997.766 (meters)                     COMP
 DD4441  Z           -   3,501,924.792 (meters)                     COMP
 DD4441  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DD4441  ELLIP HEIGHT-         -32.12  (meters)          (03/27/03) GPS OBS
 DD4441  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD4441  DYNAMIC HT  -           2.645 (meters)       8.68  (feet)  COMP
 DD4441  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 DD4441
 DD4441  HORZ ORDER  -  SECOND
 DD4441  VERT ORDER  -  FIRST     CLASS II
 DD4441  ELLP ORDER  -  FOURTH    CLASS II
 DD4441
 DD4441.The horizontal coordinates were established by GPS observations
 DD4441.and adjusted by the National Geodetic Survey in March 2003..
 DD4441
 DD4441.The orthometric height was determined by differential leveling
 DD4441.and adjusted by the National Geodetic Survey in June 1991..
 DD4441
 DD4441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4441
 DD4441.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4441
 DD4441.The ellipsoidal height was determined by GPS observations
 DD4441.and is referenced to NAD 83.
 DD4441
 DD4441.The geoid height was determined by GEOID03.
 DD4441
 DD4441.The dynamic height is computed by dividing the NAVD 88
 DD4441.geopotential number by the normal gravity value computed on the
 DD4441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4441.degrees latitude (g = 980.6199 gals.).
 DD4441
 DD4441.The modeled gravity was interpolated from observed gravity values.
 DD4441
 DD4441;                    North         East     Units Scale Factor Converg.
 DD4441;SPC SC       -   188,471.037   791,064.926   MT  0.99979716   +1 04 59.4
 DD4441;SPC SC       -   618,343.30  2,595,357.37   iFT  0.99979716   +1 04 59.4
 DD4441;UTM  17      - 3,710,355.993   681,453.780   MT  1.00000594   +1 04 44.9
 DD4441
 DD4441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4441!SPC SC       -   1.00000504  x   0.99979716  =   0.99980220
 DD4441!UTM  17      -   1.00000504  x   1.00000594  =   1.00001098
 DD4441
 DD4441:                Primary Azimuth Mark                     Grid Az
 DD4441:SPC SC       -  HUNT                                     245 00 24.1
 DD4441:UTM  17      -  HUNT                                     245 00 38.6
 DD4441
 DD4441|---------------------------------------------------------------------|
 DD4441| PID    Reference Object                     Distance      Geod. Az  |
 DD4441|                                                           dddmmss.s |
 DD4441| DD1448 HUNT                                438.712 METERS 2460523.5 |
 DD4441|---------------------------------------------------------------------|
 DD4441
 DD4441                          SUPERSEDED SURVEY CONTROL
 DD4441
 DD4441  NAD 83(1995)-  33 31 02.60548(N)    079 02 46.44412(W) AD(       ) 2
 DD4441  ELLIP H (12/20/99)  -32.16   (m)                       GP(       ) 4 1
 DD4441  NAD 83(1986)-  33 31 02.61569(N)    079 02 46.44822(W) AD(       ) 2
 DD4441  NGVD 29 (05/09/91)    2.962  (m)            9.72   (f) ADJUSTED    1 2
 DD4441
 DD4441.Superseded values are not recommended for survey control.
 DD4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4441.See file dsdata.txt to determine how the superseded data were derived.
 DD4441
 DD4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8145410356(NAD 83)
 DD4441_MARKER: DD = SURVEY DISK
 DD4441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4441_SP_SET: ALUMINUM ALLOY ROD
 DD4441_STAMPING: 4555 B 1990
 DD4441_MARK LOGO: SCGS  
 DD4441_PROJECTION: PROJECTING 7 CENTIMETERS
 DD4441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4441+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD4441_ROD/PIPE-DEPTH: 10.9 meters
 DD4441
 DD4441  HISTORY     - Date     Condition        Report By
 DD4441  HISTORY     - 1990     MONUMENTED       NGS
 DD4441  HISTORY     - 19900509 GOOD             NGS
 DD4441  HISTORY     - 19900924 GOOD             NGS
 DD4441
 DD4441                          STATION DESCRIPTION
 DD4441
 DD4441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4441'2.5 KM (1.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD4441'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN MURRELLS INLET, THENCE 1.7
 DD4441'KM (1.06 MI) NORTHEASTERLY ALONG THE HUNTINGTON BEACH STATE PARK
 DD4441'ENTRANCE ROAD, THENCE 2.0 KM (1.24 MI) NORTHEASTERLY ALONG A PAVED
 DD4441'ROAD, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG THE BEACH, 57.3 M
 DD4441'(187.99 FT) NORTH OF A SIGN, 1.2 M (3.94 FT) SOUTH-SOUTHEAST OF A
 DD4441'WITNESS POST, AND ON TOP OF A SMALL SAND DUNE.  NOTE--THE DISK IS
 DD4441'CRIMPED TO AN ALUMINUM ALLOY ROD ENCASED IN A 4-INCH PVC PIPE WITH A
 DD4441'SCREW CAP THAT IS FLUSH WITH THE GROUND SURFACE.
 DD4441
 DD4441                          STATION RECOVERY (1990)
 DD4441
 DD4441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4441'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) SOUTHWEST OF MYRTLE
 DD4441'BEACH, 25.8 KM (16.0 MI) NORTHEAST OF GEORGETOWN AND ON STATE
 DD4441'PROPERTY.
 DD4441'OWNERSHIP--STATE OF SOUTH CAROLINA, HUNTINGTON BEACH STATE PARK,
 DD4441'MURRELLS INLET, SC 29576, ASSISTANT SUPERINTENDENT, TOMMY RAYNOR,
 DD4441'PHONE 803-237-4966.
 DD4441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4441'HIGHWAY 707 (WACHESAW ROAD) AT MURRELLS INLET EXIT, GO SOUTH ON U.S.
 DD4441'HIGHWAY 17 FOR 7.69 KM (4.78 MI) TO THE ENTRANCE OF HUNTINGTON BEACH
 DD4441'STATE PARK ON THE LEFT.  TURN LEFT AND 0.16 KM (0.10 MI) TO A GUARD
 DD4441'HOUSE, TURN LEFT AND FOLLOW WINDING ROAD, CROSSING CAUSEWAY, TO A
 DD4441'SIGN (PICNIC AREA).  TURN LEFT AND GO 0.08 KM (0.05 MI) TO A STOP
 DD4441'SIGN, KEEP LEFT FOR 1.76 KM (1.09 MI) TO A PARKING AREA AND LOCKED
 DD4441'GATES JUST BEYOND.  PASS THRU THE GATES ON A SAND ROAD FOR 0.24 KM
 DD4441'(0.15 MI) TO THE BEACH, TURN LEFT AND GO NORTHEAST ALONG THE BEACH
 DD4441'FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT ON TOP OF SMALL SAND
 DD4441'DUNE.
 DD4441'THE STATION IS LOCATED 57.3 M (188.0 FT) NORTH FROM A 0.7 M (2.3 FT)
 DD4441'TALL POST WITH WHITE SIGN ATTACHED AND 1.2 M (3.9 FT) SOUTH-SOUTHEAST
 DD4441'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3492 ***********************************************************************
 DD3492  DESIGNATION -  4565
 DD3492  PID         -  DD3492
 DD3492  STATE/COUNTY-  SC/GEORGETOWN
 DD3492  USGS QUAD   -  BROOKGREEN (1973)
 DD3492
 DD3492                         *CURRENT SURVEY CONTROL
 DD3492  ___________________________________________________________________
 DD3492* NAD 83(2001)-  33 31 18.60433(N)    079 02 33.07211(W)     ADJUSTED  
 DD3492* NAVD 88     -         4.183  (meters)      13.72   (feet)  ADJUSTED  
 DD3492  ___________________________________________________________________
 DD3492  X           -   1,011,742.617 (meters)                     COMP
 DD3492  Y           -  -5,225,666.178 (meters)                     COMP
 DD3492  Z           -   3,502,336.594 (meters)                     COMP
 DD3492  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DD3492  ELLIP HEIGHT-         -30.60  (meters)          (03/27/03) GPS OBS
 DD3492  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD3492  DYNAMIC HT  -           4.179 (meters)      13.71  (feet)  COMP
 DD3492  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 DD3492
 DD3492  HORZ ORDER  -  THIRD
 DD3492  VERT ORDER  -  FIRST     CLASS II
 DD3492  ELLP ORDER  -  FOURTH    CLASS II
 DD3492
 DD3492.The horizontal coordinates were established by classical geodetic methods
 DD3492.and adjusted by the National Geodetic Survey in March 2003..
 DD3492
 DD3492.The orthometric height was determined by differential leveling
 DD3492.and adjusted by the National Geodetic Survey in June 1991..
 DD3492
 DD3492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3492
 DD3492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3492
 DD3492.The ellipsoidal height was determined by GPS observations
 DD3492.and is referenced to NAD 83.
 DD3492
 DD3492.The geoid height was determined by GEOID03.
 DD3492
 DD3492.The dynamic height is computed by dividing the NAVD 88
 DD3492.geopotential number by the normal gravity value computed on the
 DD3492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3492.degrees latitude (g = 980.6199 gals.).
 DD3492
 DD3492.The modeled gravity was interpolated from observed gravity values.
 DD3492
 DD3492;                    North         East     Units Scale Factor Converg.
 DD3492;SPC SC       -   188,970.320   791,400.545   MT  0.99979695   +1 05 06.8
 DD3492;SPC SC       -   619,981.36  2,596,458.48   iFT  0.99979695   +1 05 06.8
 DD3492;UTM  17      - 3,710,855.357   681,789.504   MT  1.00000744   +1 04 52.8
 DD3492
 DD3492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3492!SPC SC       -   1.00000480  x   0.99979695  =   0.99980175
 DD3492!UTM  17      -   1.00000480  x   1.00000744  =   1.00001224
 DD3492
 DD3492:                Primary Azimuth Mark                     Grid Az
 DD3492:SPC SC       -  4575 C                                   067 32 16.0
 DD3492:UTM  17      -  4575 C                                   067 32 30.0
 DD3492
 DD3492|---------------------------------------------------------------------|
 DD3492| PID    Reference Object                     Distance      Geod. Az  |
 DD3492|                                                           dddmmss.s |
 DD3492| DD4631 4575 C                              APPROX. 0.5 KM 0683722.8 |
 DD3492|---------------------------------------------------------------------|
 DD3492
 DD3492                          SUPERSEDED SURVEY CONTROL
 DD3492
 DD3492  NAD 83(1995)-  33 31 18.60519(N)    079 02 33.07221(W) AD(       ) 3
 DD3492  ELLIP H (12/20/99)  -30.64   (m)                       GP(       ) 4 1
 DD3492  NAD 83(1986)-  33 31 18.61520(N)    079 02 33.07651(W) AD(       ) 3
 DD3492  NGVD 29 (05/09/91)    4.497  (m)           14.75   (f) ADJUSTED    1 2
 DD3492
 DD3492.Superseded values are not recommended for survey control.
 DD3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3492.See file dsdata.txt to determine how the superseded data were derived.
 DD3492
 DD3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8179010855(NAD 83)
 DD3492_MARKER: DD = SURVEY DISK
 DD3492_SETTING: 0 = UNSPECIFIED SETTING
 DD3492_STAMPING: 4565 1987
 DD3492_MARK LOGO: SCGS  
 DD3492_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3492+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD3492
 DD3492  HISTORY     - Date     Condition        Report By
 DD3492  HISTORY     - 1990     MONUMENTED       SCGS
 DD3492  HISTORY     - 1987     GOOD
 DD3492  HISTORY     - 19900509 GOOD             NGS
 DD3492  HISTORY     - 19900920 GOOD             NGS
 DD3492
 DD3492                          STATION DESCRIPTION
 DD3492
 DD3492'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 DD3492'THE STATION IS LOCATED ON THE NORTH END OF HUNTINGTON BEACH, NEAR
 DD3492'SOUTH JETTY.  TO REACH THE STATION FROM HUNTINGTON BEACH STATE PARK
 DD3492'PICNIC AREA, CONTINUE NORTH ALONG THE BEACH FOR (0.60 MI) TO THE
 DD3492'JUNCTION OF THE OLD ROAD BED ON THE LEFT, CONTINUE NORTH ALONG THE OLD
 DD3492'ROAD BED FOR (0.10 MI) TO THE STATION ON THE LEFT LOCATED AT THE TOP
 DD3492'OF THE DUNE.
 DD3492'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3492'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3492'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3492
 DD3492                          STATION RECOVERY (1987)
 DD3492
 DD3492'RECOVERED 1987
 DD3492'RECOVERED IN GOOD CONDITION.
 DD3492
 DD3492                          STATION RECOVERY (1990)
 DD3492
 DD3492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3492'2.5 KM (1.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD3492'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN MURRELLS INLET, THENCE 1.7
 DD3492'KM (1.06 MI) NORTHEASTERLY ALONG THE HUNTINGTON BEACH STATE PARK
 DD3492'ENTRANCE ROAD, THENCE 2.0 KM (1.24 MI) NORTHEASTERLY ALONG A PAVED
 DD3492'ROAD, THENCE 0.9 KM (0.56 MI) NORTHEASTERLY ALONG THE BEACH, THENCE
 DD3492'0.2 KM (0.12 MI) NORTHEAST ALONG A SAND ROAD, THENCE 0.1 KM (0.06 MI)
 DD3492'SOUTHWEST ACROSS COUNTRY, AND ON TOP OF A SMALL SAND DUNE.  NOTE--THE
 DD3492'DISK IS AFFIXED TO A 24-INCH SECTION OF 2-INCH PVC PIPE ENCASED IN A
 DD3492'6-INCH PVC PIPE SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND
 DD3492'SURFACE.
 DD3492
 DD3492                          STATION RECOVERY (1990)
 DD3492
 DD3492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3492'THE STATION IS LOCATED ON HUNTINGTON BEACH STATE PARK, 25.6 KM
 DD3492'(15.9 MI) SOUTH OF MYRTLE BEACH AND 30.4 KM (18.9 MI) NORTH OF
 DD3492'GEORGETOWN.  OWNERSHIP--STATE OF SOUTH CAROLINA, HUNTINGTON BEACH
 DD3492'STATE PARK, MURRELLS INLET, SC 29576.  ASSISTANT SUPT. TOMMY RAYNOR,
 DD3492'PHONE 803-237-4966.
 DD3492'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, WACHESAW
 DD3492'ROAD (SC HIGHWAY 707) AT MURRELLS INLET EXIT, GO SOUTH ON U.S.
 DD3492'HIGHWAY 17 FOR 7.69 KM (4.78 MI) TO THE HUNTINGTON BEACH STATE PARK
 DD3492'EXIT ON LEFT, TURN LEFT AND GO 0.16 KM (0.10 MI) TO A GUARD HOUSE,
 DD3492'TURN LEFT AND FOLLOW THE WINDING ROAD, AND ACROSS CAUSEWAY FOR 1.6 KM
 DD3492'(1.0 MI) TO A SIGN (PICNIC AREA), TURN LEFT AND GO FOR 0.08 KM
 DD3492'(0.05 MI) TO A STOP SIGN AT JUNCTION OF ROAD, KEEP LEFT FOR 1.76 KM
 DD3492'(1.09 MI) TO A PARKING AREA AND LOCKED GATES BEYOND, PASS THROUGH THE
 DD3492'GATES ON SAND ROAD FOR 0.24 KM (0.15 MI) TO THE BEACH, TURN LEFT AND
 DD3492'GO NORTH FOR 0.88 KM (0.55 MI) , TURN LEFT TOWARD AN OLD ROAD BED AND
 DD3492'FOLLOW OLD ROAD BED FOR 0.24 KM (0.15 MI) , MAKE A SHARP LEFT TURN
 DD3492'AND GO 0.08 KM (0.05 MI) TO THE STATION ON TOP OF A SAND DUNE.
 DD3492'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3492'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE.  LOCATED 0.62 M
 DD3492'(2.03 FT) NORTH OF A FIBERGLASS WITNESS POST.
 DD3492'NOTE--CALL BEFORE OBSERVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3493 ***********************************************************************
 DD3493  DESIGNATION -  4575
 DD3493  PID         -  DD3493
 DD3493  STATE/COUNTY-  SC/GEORGETOWN
 DD3493  USGS QUAD   -  BROOKGREEN (1973)
 DD3493
 DD3493                         *CURRENT SURVEY CONTROL
 DD3493  ___________________________________________________________________
 DD3493* NAD 83(2001)-  33 31 30.15899(N)    079 02 22.18744(W)     ADJUSTED  
 DD3493* NAVD 88     -         2.43   (+/-2cm)       8.0    (feet)  VERTCON   
 DD3493  ___________________________________________________________________
 DD3493  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 DD3493  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD3493
 DD3493  HORZ ORDER  -  SECOND
 DD3493  VERT ORDER  -  THIRD ? (See Below)
 DD3493
 DD3493.The horizontal coordinates were established by classical geodetic methods
 DD3493.and adjusted by the National Geodetic Survey in March 2004..
 DD3493
 DD3493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3493.The vertical order pertains to the NGVD 29 superseded value.
 DD3493
 DD3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3493
 DD3493.The geoid height was determined by GEOID03.
 DD3493
 DD3493;                    North         East     Units Scale Factor Converg.
 DD3493;SPC SC       -   189,331.498   791,674.568   MT  0.99979681   +1 05 12.8
 DD3493;SPC SC       -   621,166.33  2,597,357.51   iFT  0.99979681   +1 05 12.8
 DD3493;UTM  17      - 3,711,216.593   682,063.610   MT  1.00000867   +1 04 59.1
 DD3493
 DD3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3493!SPC SC       -   1.00000508  x   0.99979681  =   0.99980189
 DD3493!UTM  17      -   1.00000508  x   1.00000867  =   1.00001375
 DD3493
 DD3493                          SUPERSEDED SURVEY CONTROL
 DD3493
 DD3493  NAD 83(1986)-  33 31 30.16996(N)    079 02 22.19180(W) AD(       ) 2
 DD3493  NAD 83(1986)-  33 31 30.16986(N)    079 02 22.19202(W) AD(       ) 3
 DD3493  NGVD 29 (11/30/89)    2.75   (m)            9.0    (f) LEVELING    3  
 DD3493
 DD3493.Superseded values are not recommended for survey control.
 DD3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3493.See file dsdata.txt to determine how the superseded data were derived.
 DD3493
 DD3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8206411217(NAD 83)
 DD3493_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3493_SETTING: 0 = UNSPECIFIED SETTING
 DD3493_STAMPING: 4575 1987
 DD3493_MARK LOGO: SCCC  
 DD3493_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3493+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3493
 DD3493  HISTORY     - Date     Condition        Report By
 DD3493  HISTORY     - 1987     MONUMENTED       SCCC
 DD3493
 DD3493                          STATION DESCRIPTION
 DD3493
 DD3493'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3493'THE STATION IS LOCATED ON THE NORTH END OF HUNTINGTON BEACH, NEAR
 DD3493'SOUTH JETTY.  TO REACH THE STATION FROM HUNTINGTON BEACH STATE PARK
 DD3493'PICNIC AREA, FOLLOW THE BEACH ROAD TO THE OCEAN, CONTINUE NORTH ALONG
 DD3493'THE BEACH FOR (0.60 MI) TO THE JUNCTION OF THE OLD ROAD BED ON THE
 DD3493'LEFT, CONTINUE NORTH ALONG THE OLD ROAD BED FOR (0.35 MI) TO THE
 DD3493'STATION ON THE RIGHT LOCATED AT THE TOP OF THE DUNE.
 DD3493'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3493'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3493'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4442 ***********************************************************************
 DD4442  DESIGNATION -  4575 B
 DD4442  PID         -  DD4442
 DD4442  STATE/COUNTY-  SC/GEORGETOWN
 DD4442  USGS QUAD   -  BROOKGREEN (1973)
 DD4442
 DD4442                         *CURRENT SURVEY CONTROL
 DD4442  ___________________________________________________________________
 DD4442* NAD 83(2001)-  33 31 29.72010(N)    079 02 21.56256(W)     ADJUSTED  
 DD4442* NAVD 88     -         1.853  (meters)       6.08   (feet)  ADJUSTED  
 DD4442  ___________________________________________________________________
 DD4442  X           -   1,011,997.876 (meters)                     COMP
 DD4442  Y           -  -5,225,422.120 (meters)                     COMP
 DD4442  Z           -   3,502,620.810 (meters)                     COMP
 DD4442  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 DD4442  ELLIP HEIGHT-         -32.93  (meters)          (03/27/03) GPS OBS
 DD4442  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD4442  DYNAMIC HT  -           1.851 (meters)       6.07  (feet)  COMP
 DD4442  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 DD4442
 DD4442  HORZ ORDER  -  FIRST
 DD4442  VERT ORDER  -  FIRST     CLASS II
 DD4442  ELLP ORDER  -  FOURTH    CLASS II
 DD4442
 DD4442.The horizontal coordinates were established by GPS observations
 DD4442.and adjusted by the National Geodetic Survey in March 2003..
 DD4442
 DD4442.The orthometric height was determined by differential leveling
 DD4442.and adjusted by the National Geodetic Survey in June 1991..
 DD4442
 DD4442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4442
 DD4442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4442
 DD4442.The ellipsoidal height was determined by GPS observations
 DD4442.and is referenced to NAD 83.
 DD4442
 DD4442.The geoid height was determined by GEOID03.
 DD4442
 DD4442.The dynamic height is computed by dividing the NAVD 88
 DD4442.geopotential number by the normal gravity value computed on the
 DD4442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4442.degrees latitude (g = 980.6199 gals.).
 DD4442
 DD4442.The modeled gravity was interpolated from observed gravity values.
 DD4442
 DD4442;                    North         East     Units Scale Factor Converg.
 DD4442;SPC SC       -   189,318.287   791,690.943   MT  0.99979682   +1 05 13.2
 DD4442;SPC SC       -   621,122.99  2,597,411.23   iFT  0.99979682   +1 05 13.2
 DD4442;UTM  17      - 3,711,203.378   682,079.987   MT  1.00000874   +1 04 59.4
 DD4442
 DD4442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4442!SPC SC       -   1.00000517  x   0.99979682  =   0.99980199
 DD4442!UTM  17      -   1.00000517  x   1.00000874  =   1.00001391
 DD4442
 DD4442|---------------------------------------------------------------------|
 DD4442| PID    Reference Object                     Distance      Geod. Az  |
 DD4442|                                                           dddmmss.s |
 DD4442| DD4631 4575 C                              238.019 METERS 13053     |
 DD4442| DD3492 4565                                453.317 METERS 2205602.0 |
 DD4442|---------------------------------------------------------------------|
 DD4442
 DD4442                          SUPERSEDED SURVEY CONTROL
 DD4442
 DD4442  NAD 83(1995)-  33 31 29.72097(N)    079 02 21.56265(W) AD(       ) 1
 DD4442  ELLIP H (12/20/99)  -32.98   (m)                       GP(       ) 4 1
 DD4442  NAD 83(1986)-  33 31 29.73141(N)    079 02 21.56657(W) AD(       ) 1
 DD4442  NGVD 29 (05/09/91)    2.167  (m)            7.11   (f) ADJUSTED    1 2
 DD4442
 DD4442.Superseded values are not recommended for survey control.
 DD4442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4442.See file dsdata.txt to determine how the superseded data were derived.
 DD4442
 DD4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8208011203(NAD 83)
 DD4442_MARKER: I = METAL ROD
 DD4442_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DD4442_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DD4442_STAMPING: 4575 B 1990
 DD4442_MARK LOGO: NGS   
 DD4442_PROJECTION: PROJECTING 3 CENTIMETERS
 DD4442_MAGNETIC: I = MARKER IS A STEEL ROD
 DD4442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4442+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD4442_ROD/PIPE-DEPTH: 18.4 meters
 DD4442_SLEEVE-DEPTH  : 0.9 meters
 DD4442
 DD4442  HISTORY     - Date     Condition        Report By
 DD4442  HISTORY     - 1990     MONUMENTED       NGS
 DD4442  HISTORY     - 19900509 GOOD             NGS
 DD4442  HISTORY     - 19900924 GOOD             NGS
 DD4442
 DD4442                          STATION DESCRIPTION
 DD4442
 DD4442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4442'2.5 KM (1.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD4442'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN MURRELLS INLET, THENCE 1.7
 DD4442'KM (1.06 MI) NORTHEASTERLY ALONG THE HUNTINGTON BEACH STATE PARK
 DD4442'ENTRANCE ROAD, THENCE 2.0 KM (1.24 MI) NORTHEASTERLY ALONG A PAVED
 DD4442'ROAD, THENCE 0.9 KM (0.56 MI) NORTHEASTERLY ALONG THE BEACH, THENCE
 DD4442'0.7 KM (0.43 MI) NORTHEAST ALONG A SAND ROAD PASSING ALONG THE
 DD4442'NORTHWEST SIDE OF A LAGOON, 36.3 M (119.09 FT) SOUTHEAST OF THE
 DD4442'CENTER OF THE ROAD, 9.3 M (30.51 FT) SOUTHEAST OF AN OLD FENCE, 0.7 M
 DD4442'(2.30 FT) SOUTHEAST OF A WITNESS POST, AND 0.8 M (2.62 FT) LOWER THAT
 DD4442'THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DD4442'CAP.
 DD4442
 DD4442                          STATION RECOVERY (1990)
 DD4442
 DD4442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4442'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF MURRELLS
 DD4442'INLET, 4.8 KM (3.0 MI) NORTHEAST OF LITCHFIELD BEACH AND AT THE
 DD4442'HUNTINGTON BEACH STATE PARK.
 DD4442'OWNERSHIP--STATE OF SOUTH CAROLINA, HUNTINGTON BEACH STATE PARK,
 DD4442'MURRELLS INLET, SC 29576, ASSISTANT SUPERINTENDENT, TOMMY RAYNOR,
 DD4442'PNONE 803-237-4966.
 DD4442'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 BYPASS AND
 DD4442'17 BUSINESS, AT THE SOUTHWEST END OF MURRELLS INLET, GO SOUTHWEST ON
 DD4442'U.S. HIGHWAY 17 FOR 2.6 KM (1.6 MI) TO THE HUNTINGTON BEACH STATE
 DD4442'PARK ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHEAST, ON ENTRANCE ROAD
 DD4442'FOR 0.16 KM (0.10 MI) TO A GUARD SHACK.  PASS BY GUARD, TURN LEFT,
 DD4442'FOR 1.61 KM (1.00 MI) ON MAIN ROAD, CROSSING CAUSEWAY, TO A FORK,
 DD4442'BEAR LEFT FOR 0.08 KM (0.05 MI) TO A STOP SIGN.  TURN LEFT AND GO
 DD4442'NORTHEAST ON PAVED ROAD FOR 1.7 KM (1.1 MI) TO A PARKING LOT AND A
 DD4442'GATE STRAIGHT AHEAD.  PASS TRHU GATE ON A SAND ROAD FOR 0.3 KM
 DD4442'(0.2 MI) TO THE BEACH, TURN LEFT ON THE BEACH AND GO NORTHEAST FOR
 DD4442'0.88 KM (0.55 MI) TO A VERY DIM SAND ROAD ON THE LEFT, JUST AFTER
 DD4442'PASSING WOODEN SLAT FENCE.  FOLLOW SAND ROAD NORTH-NORTHEAST ALONG
 DD4442'THE NORTHWEST SIDE OF A LAGOON FOR 0.65 KM (0.40 MI) TO THE STATION
 DD4442'ON THE RIGHT.
 DD4442'THE STATION IS LOCATED 36.3 M (119.1 FT) SOUTHEAST FROM CENTER OF
 DD4442'SAND ROAD, 9.3 M (30.5 FT) SOUTHEAST OF THE REMAINS OF OLD FENCELINE,
 DD4442'0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST AND ABOUT 0.8 M (2.6 FT)
 DD4442'LOWER THAN SAND ROAD.
 DD4442'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4631 ***********************************************************************
 DD4631  DESIGNATION -  4575 C
 DD4631  PID         -  DD4631
 DD4631  STATE/COUNTY-  SC/GEORGETOWN
 DD4631  USGS QUAD   -  BROOKGREEN (1973)
 DD4631
 DD4631                         *CURRENT SURVEY CONTROL
 DD4631  ___________________________________________________________________
 DD4631* NAD 83(2001)-  33 31 24.66371(N)    079 02 14.58876(W)     ADJUSTED  
 DD4631* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 DD4631  ___________________________________________________________________
 DD4631  X           -   1,012,190.804 (meters)                     COMP
 DD4631  Y           -  -5,225,471.829 (meters)                     COMP
 DD4631  Z           -   3,502,490.576 (meters)                     COMP
 DD4631  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 DD4631  ELLIP HEIGHT-         -33.59  (meters)          (03/27/03) GPS OBS
 DD4631  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DD4631
 DD4631  HORZ ORDER  -  SECOND
 DD4631  ELLP ORDER  -  FOURTH    CLASS II
 DD4631
 DD4631.The horizontal coordinates were established by GPS observations
 DD4631.and adjusted by the National Geodetic Survey in March 2003..
 DD4631
 DD4631.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD4631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD4631
 DD4631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4631
 DD4631.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4631
 DD4631.The ellipsoidal height was determined by GPS observations
 DD4631.and is referenced to NAD 83.
 DD4631
 DD4631.The geoid height was determined by GEOID03.
 DD4631
 DD4631;                    North         East     Units Scale Factor Converg.
 DD4631;SPC SC       -   189,165.977   791,873.787   MT  0.99979688   +1 05 17.1
 DD4631;SPC SC       -   620,623.28  2,598,011.11   iFT  0.99979688   +1 05 17.1
 DD4631;UTM  17      - 3,711,051.024   682,262.860   MT  1.00000957   +1 05 03.2
 DD4631
 DD4631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4631!SPC SC       -   1.00000527  x   0.99979688  =   0.99980215
 DD4631!UTM  17      -   1.00000527  x   1.00000957  =   1.00001484
 DD4631
 DD4631:                Primary Azimuth Mark                     Grid Az
 DD4631:SPC SC       -  4565                                     247 32 15.9
 DD4631:UTM  17      -  4565                                     247 32 29.8
 DD4631
 DD4631|---------------------------------------------------------------------|
 DD4631| PID    Reference Object                     Distance      Geod. Az  |
 DD4631|                                                           dddmmss.s |
 DD4631| DD3492 4565                                APPROX. 0.5 KM 2483733.0 |
 DD4631| DD4442 4575 B                              238.019 METERS 31053     |
 DD4631|---------------------------------------------------------------------|
 DD4631
 DD4631                          SUPERSEDED SURVEY CONTROL
 DD4631
 DD4631  NAD 83(1995)-  33 31 24.66456(N)    079 02 14.58886(W) AD(       ) 2
 DD4631  ELLIP H (12/20/99)  -33.63   (m)                       GP(       ) 4 1
 DD4631  NAD 83(1986)-  33 31 24.67477(N)    079 02 14.59299(W) AD(       ) 2
 DD4631  NGVD 29 (04/08/91)    1.5    (m)            5.     (f) GPS OBS        
 DD4631
 DD4631.Superseded values are not recommended for survey control.
 DD4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4631.See file dsdata.txt to determine how the superseded data were derived.
 DD4631
 DD4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8226311051(NAD 83)
 DD4631_MARKER: DD = SURVEY DISK
 DD4631_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4631_SP_SET: ALUMINUM ALLOY ROD
 DD4631_STAMPING: 4575 C 1990
 DD4631_MARK LOGO: SCCC  
 DD4631_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4631+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4631
 DD4631  HISTORY     - Date     Condition        Report By
 DD4631  HISTORY     - 1990     MONUMENTED       NGS
 DD4631
 DD4631                          STATION DESCRIPTION
 DD4631
 DD4631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4631'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) SOUTHWEST OF MYRTLE
 DD4631'BEACH, 25.8 KM (16.05 MI) NORTHEAST OF GEORGETOWN AND ON STATE
 DD4631'PROPERTY.
 DD4631'OWNERSHIP--STATE OF SOUTH CAROLINA, HUNTINGTON BEACH STATE PARK,
 DD4631'MURRELLS INLET, SC 29576, ASSISTANT SUPERINTENDENT, TOMMY RAYNOR,
 DD4631'PHONE 803-237-4966.
 DD4631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4631'HIGHWAY 707 (WACHESAW ROAD) AT MURRELLS INLET EXIT, GO SOUTH ON U.S.
 DD4631'HIGHWAY 17 FOR 7.69 KM (4.80 MI) TO THE ENTRANCE OF HUNTINGTON BEACH
 DD4631'STATE PARK ON THE LEFT.  TURN LEFT AND 0.16 KM (0.10 MI) TO A GUARD
 DD4631'HOUSE, TURN LEFT AND FOLLOW WINDING ROAD, CROSSING CAUSEWAY, TO A SIGN
 DD4631'(PICNIC AREA).  TURN LEFT AND GO 0.08 KM (0.05 MI) TO A STOP SIGN,
 DD4631'KEEP LEFT FOR 1.76 KM (1.10 MI) TO A PARKING AREA AND LOCKED GATES
 DD4631'JUST BEYOND.  PASS THRU THE GATES ON A SAND ROAD FOR 0.24 KM
 DD4631'(0.15 MI) TO THE BEACH, TURN LEFT AND GO NORTHEAST ALONG THE BEACH FOR
 DD4631'1.52 KM (0.95 MI) TO THE STATION ON THE LEFT.
 DD4631'THE STATION IS LOCATED 44.3 M (145.3 FT) SOUTHEAST FROM THE SOUTHEAST
 DD4631'EDGE OF A TIDAL POOL, 20.9 M (68.6 FT) NORTHWEST OF THE HIGH TIDE LINE
 DD4631'ALONG THE BEACH, 0.5 M (1.6 FT) SOUTHEAST FROM A 2-INCH PVC PIPE WITH
 DD4631'CAP PROJECTING 0.9 M (3.0 FT) ABOVE THE BEACH (A SCCC TBM MARK) AND
 DD4631'0.3 M (1.0 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4128 ***********************************************************************
 AA4128  DESIGNATION -  46 001
 AA4128  PID         -  AA4128
 AA4128  STATE/COUNTY-  SC/YORK
 AA4128  USGS QUAD   -  LOCKHART (1983)
 AA4128
 AA4128                         *CURRENT SURVEY CONTROL
 AA4128  ___________________________________________________________________
 AA4128* NAD 83(2001)-  34 49 29.92856(N)    081 25 25.32102(W)     ADJUSTED  
 AA4128* NAVD 88     -       178.112  (meters)     584.36   (feet)  ADJUSTED  
 AA4128  ___________________________________________________________________
 AA4128  X           -     781,669.557 (meters)                     COMP
 AA4128  Y           -  -5,183,048.678 (meters)                     COMP
 AA4128  Z           -   3,622,028.834 (meters)                     COMP
 AA4128  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AA4128  ELLIP HEIGHT-         147.08  (meters)          (03/13/03) GPS OBS
 AA4128  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AA4128  DYNAMIC HT  -         177.941 (meters)     583.79  (feet)  COMP
 AA4128  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 AA4128
 AA4128  HORZ ORDER  -  FIRST
 AA4128  VERT ORDER  -  FIRST     CLASS II
 AA4128  ELLP ORDER  -  FOURTH    CLASS II
 AA4128
 AA4128.The horizontal coordinates were established by GPS observations
 AA4128.and adjusted by the National Geodetic Survey in March 2003..
 AA4128
 AA4128.The orthometric height was determined by differential leveling
 AA4128.and adjusted by the National Geodetic Survey in September 1998..
 AA4128
 AA4128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4128
 AA4128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4128
 AA4128.The ellipsoidal height was determined by GPS observations
 AA4128.and is referenced to NAD 83.
 AA4128
 AA4128.The geoid height was determined by GEOID03.
 AA4128
 AA4128.The dynamic height is computed by dividing the NAVD 88
 AA4128.geopotential number by the normal gravity value computed on the
 AA4128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4128.degrees latitude (g = 980.6199 gals.).
 AA4128
 AA4128.The modeled gravity was interpolated from observed gravity values.
 AA4128
 AA4128;                    North         East     Units Scale Factor Converg.
 AA4128;SPC SC       -   331,859.006   570,839.223   MT  0.99999704   -0 14 05.6
 AA4128;SPC SC       - 1,088,776.27  1,872,832.10   iFT  0.99999704   -0 14 05.6
 AA4128;UTM  17      - 3,853,716.123   461,254.380   MT  0.99961850   -0 14 31.1
 AA4128
 AA4128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4128!SPC SC       -   0.99997691  x   0.99999704  =   0.99997395
 AA4128!UTM  17      -   0.99997691  x   0.99961850  =   0.99959542
 AA4128
 AA4128:                Primary Azimuth Mark                     Grid Az
 AA4128:SPC SC       -  46 002                                   013 58 05.5
 AA4128:UTM  17      -  46 002                                   013 58 31.0
 AA4128
 AA4128|---------------------------------------------------------------------|
 AA4128| PID    Reference Object                     Distance      Geod. Az  |
 AA4128|                                                           dddmmss.s |
 AA4128| AA4129 46 002                              APPROX. 1.2 KM 0134359.9 |
 AA4128|---------------------------------------------------------------------|
 AA4128
 AA4128                          SUPERSEDED SURVEY CONTROL
 AA4128
 AA4128  NAD 83(1995)-  34 49 29.92872(N)    081 25 25.32100(W) AD(       ) 1
 AA4128  NAD 83(1986)-  34 49 29.94237(N)    081 25 25.32856(W) AD(       ) 1
 AA4128  ELLIP H (07/02/01)  147.08   (m)                       GP(       ) 4 1
 AA4128  NAVD 88 (07/02/01)  178.11   (m)          584.3    (f) LEVELING    3  
 AA4128
 AA4128.Superseded values are not recommended for survey control.
 AA4128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4128.See file dsdata.txt to determine how the superseded data were derived.
 AA4128
 AA4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU6125453716(NAD 83)
 AA4128_MARKER: DD = SURVEY DISK
 AA4128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4128_STAMPING: 46 001 1994
 AA4128_MARK LOGO: SCGS  
 AA4128_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4128+STABILITY: SURFACE MOTION
 AA4128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4128+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1999
 AA4128
 AA4128  HISTORY     - Date     Condition        Report By
 AA4128  HISTORY     - 1994     MONUMENTED       SCGS
 AA4128  HISTORY     - 19991207 GOOD             SCGS
 AA4128  HISTORY     - 20010331 GOOD             NGS
 AA4128  HISTORY     - 20010331 GOOD             NGS
 AA4128
 AA4128                          STATION DESCRIPTION
 AA4128
 AA4128'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4128'STATION IS LOCATED 3.4 MILES (5.5 KM) NORTHEAST OF LOCKHART,
 AA4128'OWNERSHIP--MOUNT HOPEWELL BAPTIST CHURCH, SHARON, SC 29742. TO REACH
 AA4128'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 (LOCKHART ROAD) AND
 AA4128'322, 5.3 MILES (8.5 KM) NORTH NORTHEAST OF LOCKHART, GO SOUTH
 AA4128'SOUTHWEST ON HIGHWAY 49 FOR 2.0 MILES (3.2 KM) TO THE MOUNT HOPEWELL
 AA4128'CHURCH, CONTINUE ON HIGHWAY 49 FOR 0.05 MILE (0.08 KM) TO THE STATION
 AA4128'NEAR A BRICK BARBEQUE GRILL ON THE PROPERTY GROUNDS OF THE CHURCH MINI
 AA4128'PARK. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AA4128'THE HIGHWAY, 50.3 FEET (15.3 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER
 AA4128'OF A 6.0-FOOT BY 6.0-FOOT CONCRETE PAD, 49.4 FEET (15.1 M) SOUTH
 AA4128'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK BARBEQUE, 102.5 FEET
 AA4128'(31.2 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 64.5 FEET (19.7
 AA4128'M) SOUTH OF THE SOUTHEAST CORNER OF A 6.0-FOOT BY 6.0-FOOT CONCRETE
 AA4128'PAD BENEATH AN OAK TREE, 126.1 FEET (38.4 M) EAST NORTHEAST OF THE
 AA4128'NORTH END OF A CONCRETE PIPE CULVERT BENEATH A FIELD ACCESS ROAD.
 AA4128'DESCRIBED BY C.E. GEOGHEGAN.
 AA4128
 AA4128                          STATION RECOVERY (1999)
 AA4128
 AA4128'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4128'STATION IS LOCATED 3.4 MILES (5.5 KM) NORTHEAST OF LOCKHART, 15.6
 AA4128'MILES (25.1 KM) SOUTHWEST OF YORK.  OWNERSHIP--MOUNT HOPEWELL BAPTIST
 AA4128'CHURCH, SHARON, SC 29742.  TO REACH THE STATION FROM THE JUNCTION OF
 AA4128'STATE HIGHWAYS 49 (LOCKHART ROAD) AND 322, 5.3 MILES (8.5 KM) NORTH
 AA4128'NORTHEAST OF LOCKHART, GO SOUTH SOUTHWEST ON HIGHWAY 49 FOR 2.0 MILES
 AA4128'(3.2 KM) TO THE MOUNT HOPEWELL BAPTIST CHURCH, CONTINUE ON HIGHWAY 49
 AA4128'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A BRICK
 AA4128'BARBEQUE GRILL ON THE PROPERTY OF THE CHURCH MINI-PARK.  STATION IS A
 AA4128'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 50.0
 AA4128'FEET (15.2 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A 6-FOOT BY
 AA4128'6-FOOT CONCRETE PAD, 49.3 FEET (15.0 M) SOUTH SOUTHWEST OF THE
 AA4128'SOUTHWEST CORNER OF THE BRICK BARBEQUE GRILL, 101.7 FEET (31.0 M) EAST
 AA4128'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 71.1 FEET (21.7 M) SOUTH OF
 AA4128'THE SOUTHEAST CORNER OF A 6-FOOT BY 6-FOOT CONCRETE PAD BENEATH AN OAK
 AA4128'TREE, 126.0 FEET (38.4 M) EAST NORTHEAST OF THE NORTH END OF A
 AA4128'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A FIELD ACCESS ROAD LEADING TO
 AA4128'THE MINI-PARK.  RECOVERED BY J.B.  SMOAK.
 AA4128
 AA4128                          STATION RECOVERY (2001)
 AA4128
 AA4128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA4128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA4128
 AA4128                          STATION RECOVERY (2001)
 AA4128
 AA4128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA4128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4129 ***********************************************************************
 AA4129  DESIGNATION -  46 002
 AA4129  PID         -  AA4129
 AA4129  STATE/COUNTY-  SC/YORK
 AA4129  USGS QUAD   -  LOCKHART (1983)
 AA4129
 AA4129                         *CURRENT SURVEY CONTROL
 AA4129  ___________________________________________________________________
 AA4129* NAD 83(2001)-  34 50 07.72786(N)    081 25 14.11722(W)     ADJUSTED  
 AA4129* NAVD 88     -       178.058  (meters)     584.18   (feet)  ADJUSTED  
 AA4129  ___________________________________________________________________
 AA4129  X           -     781,851.831 (meters)                     COMP
 AA4129  Y           -  -5,182,348.317 (meters)                     COMP
 AA4129  Z           -   3,622,984.969 (meters)                     COMP
 AA4129  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AA4129  ELLIP HEIGHT-         147.03  (meters)          (03/13/03) GPS OBS
 AA4129  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 AA4129  DYNAMIC HT  -         177.887 (meters)     583.62  (feet)  COMP
 AA4129  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 AA4129
 AA4129  HORZ ORDER  -  FIRST
 AA4129  VERT ORDER  -  FIRST     CLASS II
 AA4129  ELLP ORDER  -  FOURTH    CLASS I
 AA4129
 AA4129.The horizontal coordinates were established by GPS observations
 AA4129.and adjusted by the National Geodetic Survey in March 2003..
 AA4129
 AA4129.The orthometric height was determined by differential leveling
 AA4129.and adjusted by the National Geodetic Survey in September 1998..
 AA4129
 AA4129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4129
 AA4129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4129
 AA4129.The ellipsoidal height was determined by GPS observations
 AA4129.and is referenced to NAD 83.
 AA4129
 AA4129.The geoid height was determined by GEOID03.
 AA4129
 AA4129.The dynamic height is computed by dividing the NAVD 88
 AA4129.geopotential number by the normal gravity value computed on the
 AA4129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4129.degrees latitude (g = 980.6199 gals.).
 AA4129
 AA4129.The modeled gravity was interpolated from observed gravity values.
 AA4129
 AA4129;                    North         East     Units Scale Factor Converg.
 AA4129;SPC SC       -   333,022.654   571,128.668   MT  1.00000076   -0 13 59.4
 AA4129;SPC SC       - 1,092,594.01  1,873,781.72   iFT  1.00000076   -0 13 59.4
 AA4129;UTM  17      - 3,854,879.292   461,543.858   MT  0.99961823   -0 14 24.9
 AA4129
 AA4129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4129!SPC SC       -   0.99997692  x   1.00000076  =   0.99997768
 AA4129!UTM  17      -   0.99997692  x   0.99961823  =   0.99959516
 AA4129
 AA4129:                Primary Azimuth Mark                     Grid Az
 AA4129:SPC SC       -  46 001                                   193 58 05.7
 AA4129:UTM  17      -  46 001                                   193 58 31.2
 AA4129
 AA4129|---------------------------------------------------------------------|
 AA4129| PID    Reference Object                     Distance      Geod. Az  |
 AA4129|                                                           dddmmss.s |
 AA4129| AA4128 46 001                              APPROX. 1.2 KM 1934406.3 |
 AA4129|---------------------------------------------------------------------|
 AA4129
 AA4129                          SUPERSEDED SURVEY CONTROL
 AA4129
 AA4129  NAD 83(1995)-  34 50 07.72805(N)    081 25 14.11711(W) AD(       ) 1
 AA4129  NAD 83(1986)-  34 50 07.74167(N)    081 25 14.12466(W) AD(       ) 1
 AA4129  NAVD 88 (07/02/01)  178.06   (m)          584.2    (f) LEVELING    3  
 AA4129
 AA4129.Superseded values are not recommended for survey control.
 AA4129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4129.See file dsdata.txt to determine how the superseded data were derived.
 AA4129
 AA4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU6154454879(NAD 83)
 AA4129_MARKER: DD = SURVEY DISK
 AA4129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4129_STAMPING: 46 002 1993
 AA4129_MARK LOGO: SCGS  
 AA4129_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4129+STABILITY: SURFACE MOTION
 AA4129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4129+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1999
 AA4129
 AA4129  HISTORY     - Date     Condition        Report By
 AA4129  HISTORY     - 1994     MONUMENTED       SCGS
 AA4129  HISTORY     - 19991207 GOOD             SCGS
 AA4129  HISTORY     - 20010331 GOOD             NGS
 AA4129  HISTORY     - 20010331 GOOD             NGS
 AA4129
 AA4129                          STATION DESCRIPTION
 AA4129
 AA4129'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA4129'STATION IS LOCATED 4.1 MILES (6.6 KM) NORTHEAST OF LOCKHART,
 AA4129'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AA4129'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AA4129'OF STATE HIGHWAYS 49 (LOCKHART ROAD) AND 322, 5.3 MILES (8.5 KM) NORTH
 AA4129'NORTHEAST OF LOCKHART, GO SOUTH SOUTHWEST ON HIGHWAY 49 FOR 1.3 MILES
 AA4129'(2.1 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE WEST
 AA4129'ANGLE OF A GRAVEL ROAD (QUAIL HOLLOW ROAD). STATION IS A CONCRETE POST
 AA4129'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 48.2 FEET
 AA4129'(14.7 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 19.2 FEET (5.9
 AA4129'M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 8.0 FEET (2.4 M) EAST
 AA4129'SOUTHEAST OF THE POWER POLE WITH FOUR GUY WIRES, 43.1 FEET (13.1 M)
 AA4129'SOUTH OF A POWER LINE STUB POLE WITH TWO GUY WIRES, 101.3 FEET (30.9
 AA4129'M) NORTH NORTHEAST OF THE NORTHEAST END OF A 1.0-FOOT CONCRETE PIPE
 AA4129'CULVERT BENEATH A DRIVEWAY LEADING TO A MOBILE HOME, 9.8 FEET (3.0 M)
 AA4129'WEST NORTHWEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4129
 AA4129                          STATION RECOVERY (1999)
 AA4129
 AA4129'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4129'STATION IS LOCATED 4.1 MILES (6.6 KM) NORTHEAST OF LOCKHART, 15.0
 AA4129'MILES (24.1 KM) SOUTHWEST OF YORK.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4129'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AA4129'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4129'HIGHWAYS 49 (LOCKHART ROAD) AND 322, 5.3 MILES (8.5 KM) NORTH
 AA4129'NORTHEAST OF LOCKHART, GO SOUTH SOUTHWEST ON HIGHWAY 49 FOR 1.3 MILES
 AA4129'(2.1 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 AA4129'SOUTHWEST ANGLE OF A GRAVEL ROAD (QUAIL HOLLOW ROAD) .  STATION IS A
 AA4129'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.5 FEET (0.5 M) ABOVE
 AA4129'THE HIGHWAY, 47.6 FEET (14.5 M) WEST NORTHWEST OF THE CENTER OF THE
 AA4129'HIGHWAY, 20.9 FEET (6.4 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD,
 AA4129'7.9 FEET (2.4 M) EAST SOUTHEAST OF THE POWER POLE WITH TWO GUY WIRES,
 AA4129'100.6 FEET (30.7 M) NORTH OF THE NORTHEAST END OF A 1.2-FOOT CONCRETE
 AA4129'PIPE CULVERT BENEATH A DRIVEWAY LEADING TO A MOBILE HOME, 9.6 FEET
 AA4129'(2.9 M) WEST NORTHWEST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 AA4129
 AA4129                          STATION RECOVERY (2001)
 AA4129
 AA4129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA4129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA4129
 AA4129                          STATION RECOVERY (2001)
 AA4129
 AA4129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA4129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4131 ***********************************************************************
 AA4131  DESIGNATION -  46 003
 AA4131  PID         -  AA4131
 AA4131  STATE/COUNTY-  SC/YORK
 AA4131  USGS QUAD   -  LOCKHART (1983)
 AA4131
 AA4131                         *CURRENT SURVEY CONTROL
 AA4131  ___________________________________________________________________
 AA4131* NAD 83(1986)-  34 52 17.     (N)    081 24 21.     (W)     SCALED    
 AA4131* NAVD 88     -       162.992  (meters)     534.75   (feet)  ADJUSTED  
 AA4131  ___________________________________________________________________
 AA4131  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 AA4131  DYNAMIC HT  -         162.836 (meters)     534.24  (feet)  COMP
 AA4131  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 AA4131
 AA4131  VERT ORDER  -  FIRST     CLASS II
 AA4131
 AA4131.The horizontal coordinates were scaled from a topographic map and have
 AA4131.an estimated accuracy of +/- 6 seconds.
 AA4131
 AA4131.The orthometric height was determined by differential leveling
 AA4131.and adjusted by the National Geodetic Survey in September 1998..
 AA4131
 AA4131.The geoid height was determined by GEOID03.
 AA4131
 AA4131.The dynamic height is computed by dividing the NAVD 88
 AA4131.geopotential number by the normal gravity value computed on the
 AA4131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4131.degrees latitude (g = 980.6199 gals.).
 AA4131
 AA4131.The modeled gravity was interpolated from observed gravity values.
 AA4131
 AA4131;                    North         East    Units  Estimated Accuracy
 AA4131;SPC SC       -   337,000.      572,490.      MT  (+/- 180 meters Scaled)
 AA4131
 AA4131                          SUPERSEDED SURVEY CONTROL
 AA4131
 AA4131.No superseded survey control is available for this station.
 AA4131
 AA4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU629588(NAD 83)
 AA4131_MARKER: DD = SURVEY DISK
 AA4131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4131_STAMPING: 46 003 1993
 AA4131_MARK LOGO: SCGS  
 AA4131_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4131+STABILITY: SURFACE MOTION
 AA4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4131+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4131
 AA4131  HISTORY     - Date     Condition        Report By
 AA4131  HISTORY     - 1993     MONUMENTED       SCGS
 AA4131  HISTORY     - 20010331 GOOD             NGS
 AA4131  HISTORY     - 20010331 GOOD             NGS
 AA4131
 AA4131                          STATION DESCRIPTION
 AA4131
 AA4131'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4131'STATION IS LOCATED 6.6 MILES (10.6 KM) NORTHEAST OF LOCKHART, 6.6
 AA4131'MILES (10.6 KM) SOUTHWEST OF SHARON. OWNERSHIP--ROY ESTES, 6934
 AA4131'LOCKHART ROAD, SHARON, SC 29742, PHONE 803-927-7331. TO REACH THE
 AA4131'STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 (LOCKHART ROAD) AND
 AA4131'322, 5.3 MILES (8.5 KM) NORTH NORTHEAST OF LOCKHART, GO NORTH
 AA4131'NORTHEAST ON HIGHWAY 49 FOR 1.35 MILES (2.17 KM) TO A GRAVEL DRIVEWAY
 AA4131'LEFT TO A BRICK HOUSE NUMBER 6934 AND THE STATION ON THE LEFT NEAR A
 AA4131'POWER POLE WITH A SECURITY LIGHT. STATION IS A CONCRETE POST FLUSH
 AA4131'WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 121.2 FEET (36.9 M)
 AA4131'NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.1 FEET (1.9 M) SOUTH
 AA4131'SOUTHEAST OF THE POWER POLE, 56.0 FEET (17.1 M) EAST OF THE EAST
 AA4131'CORNER OF THE MAIN STRUCTURE OF THE HOUSE, 64.0 FEET (19.5 M) NORTH
 AA4131'NORTHWEST OF THE NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 AA4131'BENEATH THE DRIVEWAY. DESCRIBED BY C.E. GEOGHEGAN.
 AA4131
 AA4131                          STATION RECOVERY (2001)
 AA4131
 AA4131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA4131'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA4131
 AA4131                          STATION RECOVERY (2001)
 AA4131
 AA4131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA4131'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4132 ***********************************************************************
 AA4132  DESIGNATION -  46 004
 AA4132  PID         -  AA4132
 AA4132  STATE/COUNTY-  SC/YORK
 AA4132  USGS QUAD   -  HICKORY GROVE (1972)
 AA4132
 AA4132                         *CURRENT SURVEY CONTROL
 AA4132  ___________________________________________________________________
 AA4132* NAD 83(1986)-  34 52 33.     (N)    081 23 48.     (W)     SCALED    
 AA4132* NAVD 88     -       167.617  (meters)     549.92   (feet)  ADJUSTED  
 AA4132  ___________________________________________________________________
 AA4132  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AA4132  DYNAMIC HT  -         167.457 (meters)     549.40  (feet)  COMP
 AA4132  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 AA4132
 AA4132  VERT ORDER  -  FIRST     CLASS II
 AA4132
 AA4132.The horizontal coordinates were scaled from a topographic map and have
 AA4132.an estimated accuracy of +/- 6 seconds.
 AA4132
 AA4132.The orthometric height was determined by differential leveling
 AA4132.and adjusted by the National Geodetic Survey in September 1998..
 AA4132
 AA4132.The geoid height was determined by GEOID03.
 AA4132
 AA4132.The dynamic height is computed by dividing the NAVD 88
 AA4132.geopotential number by the normal gravity value computed on the
 AA4132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4132.degrees latitude (g = 980.6199 gals.).
 AA4132
 AA4132.The modeled gravity was interpolated from observed gravity values.
 AA4132
 AA4132;                    North         East    Units  Estimated Accuracy
 AA4132;SPC SC       -   337,490.      573,330.      MT  (+/- 180 meters Scaled)
 AA4132
 AA4132                          SUPERSEDED SURVEY CONTROL
 AA4132
 AA4132.No superseded survey control is available for this station.
 AA4132
 AA4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU637593(NAD 83)
 AA4132_MARKER: DD = SURVEY DISK
 AA4132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4132_STAMPING: 46 004 1993
 AA4132_MARK LOGO: SCGS  
 AA4132_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA4132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4132+STABILITY: SURFACE MOTION
 AA4132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4132+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1999
 AA4132
 AA4132  HISTORY     - Date     Condition        Report By
 AA4132  HISTORY     - 1993     MONUMENTED       SCGS
 AA4132  HISTORY     - 19991207 GOOD             SCGS
 AA4132  HISTORY     - 20010331 GOOD             NGS
 AA4132  HISTORY     - 20010331 GOOD             NGS
 AA4132
 AA4132                          STATION DESCRIPTION
 AA4132
 AA4132'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AA4132'STATION IS LOCATED 6.1 MILES (9.8 KM) SOUTHWEST OF SHARON, 7.1 MILES
 AA4132'(11.4 KM) NORTHEAST OF LOCKHART. OWNERSHIP--SCDOT, DIRECTOR OF
 AA4132'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AA4132'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 (LOCKHART
 AA4132'ROAD) AND 97, 5.3 MILES (8.5 KM) SOUTH SOUTHWEST OF SHARON, GO WEST
 AA4132'SOUTHWEST ON HIGHWAY 49 FOR 1.0 MILE (1.6 KM) TO THE STATION NEAR A
 AA4132'POWER POLE IN THE NORTH ANGLE OF THE ENTRANCE DRIVE TO A BRICK HOUSE
 AA4132'NUMBER 2350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0
 AA4132'FEET (0.6 M) ABOVE THE HIGHWAY, 32.2 FEET (9.8 M) NORTH NORTHWEST OF
 AA4132'THE CENTER OF THE HIGHWAY, 11.9 FEET (3.6 M) WEST SOUTHWEST OF THE
 AA4132'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 134.5 FEET (41.0 M)
 AA4132'EAST SOUTHEAST OF THE EAST CORNER OF A BRICK HOUSE, 45.6 FEET (13.9 M)
 AA4132'EAST NORTHEAST OF THE CENTER OF THE GRAVEL DRIVEWAY, 11.9 FEET (3.6 M)
 AA4132'WEST SOUTHWEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN.
 AA4132
 AA4132                          STATION RECOVERY (1999)
 AA4132
 AA4132'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AA4132'STATION IS LOCATED 7.2 MILES (11.6 KM) NORTHEAST OF LOCKHART, 12.0
 AA4132'MILES (19.3 KM) SOUTHWEST OF YORK.  OWNERSHIP--SCDOT, DIRECTOR OF
 AA4132'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29201, PHONE
 AA4132'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA4132'HIGHWAYS 49 (LOCKHART ROAD) AND 97, 5.3 MILES (8.5 KM) SOUTH SOUTHWEST
 AA4132'OF SHARON, GO WEST SOUTHWEST ON HIGHWAY 49 FOR 1.0 MILE (1.6 KM) TO
 AA4132'THE STATION ON THE RIGHT NEAR A POWER POLE IN THE NORTH ANGLE OF A
 AA4132'DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 6726.  STATION IS A CONCRETE
 AA4132'POST FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY,
 AA4132'31.7 FEET (9.7 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 12.2
 AA4132'FEET (3.7 M) WEST SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE
 AA4132'WASHER ATTACHED, 44.4 FEET (13.5 M) EAST NORTHEAST OF THE CENTER OF
 AA4132'THE DRIVEWAY, 43.0 FEET (13.1 M) WEST OF THE NORTH END OF A 1.2-FOOT
 AA4132'CONCRETE PIPE CULVERT BENEATH THE HIGHWAY, 11.9 FEET (3.6 M) WEST
 AA4132'SOUTHWEST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 AA4132
 AA4132                          STATION RECOVERY (2001)
 AA4132
 AA4132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA4132'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA4132
 AA4132                          STATION RECOVERY (2001)
 AA4132
 AA4132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA4132'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA0322 ***********************************************************************
 FA0322  DESIGNATION -  46 EGB
 FA0322  PID         -  FA0322
 FA0322  STATE/COUNTY-  SC/YORK
 FA0322  USGS QUAD   -  FORT MILL (1993)
 FA0322
 FA0322                         *CURRENT SURVEY CONTROL
 FA0322  ___________________________________________________________________
 FA0322* NAD 83(1986)-  35 05 28.     (N)    080 55 54.     (W)     SCALED    
 FA0322* NAVD 88     -       194.790  (meters)     639.07   (feet)  ADJUSTED  
 FA0322  ___________________________________________________________________
 FA0322  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FA0322  DYNAMIC HT  -         194.612 (meters)     638.49  (feet)  COMP
 FA0322  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 FA0322
 FA0322  VERT ORDER  -  SECOND    CLASS 0
 FA0322
 FA0322.The horizontal coordinates were scaled from a topographic map and have
 FA0322.an estimated accuracy of +/- 6 seconds.
 FA0322
 FA0322.The orthometric height was determined by differential leveling
 FA0322.and adjusted by the National Geodetic Survey in June 1991..
 FA0322
 FA0322.The geoid height was determined by GEOID03.
 FA0322
 FA0322.The dynamic height is computed by dividing the NAVD 88
 FA0322.geopotential number by the normal gravity value computed on the
 FA0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0322.degrees latitude (g = 980.6199 gals.).
 FA0322
 FA0322.The modeled gravity was interpolated from observed gravity values.
 FA0322
 FA0322;                    North         East    Units  Estimated Accuracy
 FA0322;SPC SC       -   361,310.      615,830.      MT  (+/- 180 meters Scaled)
 FA0322
 FA0322                          SUPERSEDED SURVEY CONTROL
 FA0322
 FA0322  NGVD 29 (??/??/92)  195.023  (m)          639.84   (f) ADJ UNCH    2 0
 FA0322
 FA0322.Superseded values are not recommended for survey control.
 FA0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0322.See file dsdata.txt to determine how the superseded data were derived.
 FA0322
 FA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU062831(NAD 83)
 FA0322_MARKER: DD = SURVEY DISK
 FA0322_SETTING: 0 = UNSPECIFIED SETTING
 FA0322_STAMPING: 46 EGB 1965
 FA0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0322
 FA0322  HISTORY     - Date     Condition        Report By
 FA0322  HISTORY     - 1965     MONUMENTED       USGS
 FA0322  HISTORY     - 1972     GOOD             NCGS
 FA0322  HISTORY     - 19881219 MARK NOT FOUND   SCGS
 FA0322
 FA0322                          STATION DESCRIPTION
 FA0322
 FA0322'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0322'2.3 MI W FROM PINEVILLE.
 FA0322'STATION IS LOCATED APPROXIMATELY 10.7 MI. SSW OF DOWNTOWN
 FA0322'CHARLOTTE, ABOUT 0.75 MI. S ALONG I-77 AND U.S. 21 FROM NC-SC
 FA0322'STATE LINE, JUST E OF INTERSECTION OF N BOUND LANE OF I-77 AND
 FA0322'SC S46-48 AT A JUNCTION OF A T ROAD SOUTH, AND IN THE SW QUADRANT,
 FA0322'19.0 FT S AND 65.0 FT W OF AND LEVEL WITH C/L OF INTERSECTION, AND
 FA0322'4.0 FT W OF A TP.  DISK IS 3 INCHES ABOVE THE GROUND.
 FA0322
 FA0322                          STATION RECOVERY (1988)
 FA0322
 FA0322'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988 (DDW)
 FA0322'NOT RECOVERED, PRESUMED DESTROYED BY INTERSTATE HIGHWAY CONSTRUCTION.
 FA0322'RECOVERY BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1362 ***********************************************************************
 CK1362  DESIGNATION -  46 RESET
 CK1362  PID         -  CK1362
 CK1362  STATE/COUNTY-  SC/CHARLESTON
 CK1362  USGS QUAD   -  LADSON (1979)
 CK1362
 CK1362                         *CURRENT SURVEY CONTROL
 CK1362  ___________________________________________________________________
 CK1362* NAD 83(1986)-  32 54 00.     (N)    080 00 43.     (W)     SCALED    
 CK1362* NAVD 88     -        13.93   (+/-2cm)      45.7    (feet)  VERTCON   
 CK1362  ___________________________________________________________________
 CK1362  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK1362
 CK1362  VERT ORDER  -  ? (See Below)
 CK1362
 CK1362.The horizontal coordinates were scaled from a topographic map and have
 CK1362.an estimated accuracy of +/- 6 seconds.
 CK1362
 CK1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK1362.The vertical order pertains to the NGVD 29 superseded value.
 CK1362
 CK1362.The geoid height was determined by GEOID03.
 CK1362
 CK1362;                    North         East    Units  Estimated Accuracy
 CK1362;SPC SC       -   118,740.      702,030.      MT  (+/- 180 meters Scaled)
 CK1362
 CK1362                          SUPERSEDED SURVEY CONTROL
 CK1362
 CK1362  NGVD 29 (??/??/92)   14.230  (m)           46.69   (f) ADJ UNCH    ?  
 CK1362
 CK1362.Superseded values are not recommended for survey control.
 CK1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1362.See file dsdata.txt to determine how the superseded data were derived.
 CK1362
 CK1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS924406(NAD 83)
 CK1362_MARKER: P = PIPE CAP
 CK1362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1362_STAMPING: 46 RESET 1961
 CK1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1362
 CK1362  HISTORY     - Date     Condition        Report By
 CK1362  HISTORY     - 1961     MONUMENTED       CGS
 CK1362  HISTORY     - 1985     MARK NOT FOUND   SCGS
 CK1362  HISTORY     - 19940830 MARK NOT FOUND   USPSQD
 CK1362
 CK1362                          STATION DESCRIPTION
 CK1362
 CK1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CK1362'1.9 MI N FROM NORTH CHARLESTON.
 CK1362'ABOUT 1.9 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD
 CK1362'FROM THE STATION AT NORTH CHARLESTON, 0.2 MILE NORTH OF
 CK1362'MILEPOST 386, AT TEN MILE, AT THE CROSSING OF REMOUNT AVENUE,
 CK1362'24 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 33 FEET
 CK1362'NORTH OF THE CENTER LINE OF THE AVENUE, 47 1/2 FEET NORTHWEST
 CK1362'OF THE CENTER OF THE CROSSING OF THE AVENUE AND THE WEST TRACK,
 CK1362'13 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A SIGNAL CONTROL
 CK1362'BOX, 1/2 FOOT ABOVE THE LEVEL OF THE TRACK AND PROJECTING 4
 CK1362'INCHES ABOVE THE LEVEL OF THE GROUND.
 CK1362
 CK1362                          STATION RECOVERY (1985)
 CK1362
 CK1362'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK1362'NOT RECOVERED, BELIEVED DESTROYED DUE TO A GRAVEL ROAD RUNNING
 CK1362'PARALLEL WITH THE RAILROAD TRACKS.
 CK1362
 CK1362                          STATION RECOVERY (1994)
 CK1362
 CK1362'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3067 ***********************************************************************
 CK3067  DESIGNATION -  46 RFJ
 CK3067  PID         -  CK3067
 CK3067  STATE/COUNTY-  SC/DORCHESTER
 CK3067  USGS QUAD   -  OSBORN (1979)
 CK3067
 CK3067                         *CURRENT SURVEY CONTROL
 CK3067  ___________________________________________________________________
 CK3067* NAD 83(1986)-  32 50 47.     (N)    080 17 02.     (W)     SCALED    
 CK3067* NAVD 88     -         8.497  (meters)      27.88   (feet)  ADJUSTED  
 CK3067  ___________________________________________________________________
 CK3067  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CK3067  DYNAMIC HT  -           8.488 (meters)      27.85  (feet)  COMP
 CK3067  MODELED GRAV-     979,557.3   (mgal)                       NAVD 88
 CK3067
 CK3067  VERT ORDER  -  FIRST     CLASS II
 CK3067
 CK3067.The horizontal coordinates were scaled from a topographic map and have
 CK3067.an estimated accuracy of +/- 6 seconds.
 CK3067
 CK3067.The orthometric height was determined by differential leveling
 CK3067.and adjusted by the National Geodetic Survey in June 1991..
 CK3067
 CK3067.The geoid height was determined by GEOID03.
 CK3067
 CK3067.The dynamic height is computed by dividing the NAVD 88
 CK3067.geopotential number by the normal gravity value computed on the
 CK3067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3067.degrees latitude (g = 980.6199 gals.).
 CK3067
 CK3067.The modeled gravity was interpolated from observed gravity values.
 CK3067
 CK3067;                    North         East    Units  Estimated Accuracy
 CK3067;SPC SC       -   112,580.      676,630.      MT  (+/- 180 meters Scaled)
 CK3067
 CK3067                          SUPERSEDED SURVEY CONTROL
 CK3067
 CK3067  NGVD 29 (03/21/89)    8.792  (m)           28.85   (f) ADJUSTED    1 2
 CK3067
 CK3067.Superseded values are not recommended for survey control.
 CK3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3067.See file dsdata.txt to determine how the superseded data were derived.
 CK3067
 CK3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS670344(NAD 83)
 CK3067_MARKER: DD = SURVEY DISK
 CK3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3067_SP_SET: CONCRETE POST
 CK3067_STAMPING: 46 RFJ 1972
 CK3067_MARK LOGO: USGS  
 CK3067_PROJECTION: RECESSED 5 CENTIMETERS
 CK3067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3067+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 CK3067
 CK3067  HISTORY     - Date     Condition        Report By
 CK3067  HISTORY     - 1972     MONUMENTED       USGS
 CK3067  HISTORY     - 1983     GOOD             SCGS
 CK3067  HISTORY     - 19950614 GOOD             USPSQD
 CK3067  HISTORY     - 20020917 GOOD             SCGS
 CK3067  HISTORY     - 20030617 MARK NOT FOUND   USPSQD
 CK3067
 CK3067                          STATION DESCRIPTION
 CK3067
 CK3067'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3067'10.0 KM (6.2 MI) NW FROM RAVENEL.
 CK3067'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3067'RAVENEL POST OFFICE, THENCE 8.9 KILOMETERS (5.55 MILES) NORTHERLY
 CK3067'ALONG STATE HIGHWAY 165, SET IN THE NORTHEAST ANGLE OF THE CROSSROAD
 CK3067'WITH COUNTY ROAD S-18-317, 11.0 METERS (36.0 FEET) EAST-NORTHEAST OF
 CK3067'THE APPROXIMATE CENTER OF HIGHWAY 165, 11.9 METERS (39.0 FEET)
 CK3067'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-18-317,
 CK3067'2.1 METERS (6.9 FEET) NORTH-NORTHWEST OF A 36-INCH BLAZED PINE TREE.
 CK3067'THE MARK IS 0.10 METERS  SW FROM A WITNESS POST.
 CK3067'THE MARK IS 0.20 M ABOVE HIGHWAY 165.
 CK3067
 CK3067                          STATION RECOVERY (1995)
 CK3067
 CK3067'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3067'RECOVERED IN GOOD CONDITION.
 CK3067
 CK3067                          STATION RECOVERY (2002)
 CK3067
 CK3067'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3067'STATION IS LOCATED 6.2 MILES NORTH NORTHWEST OF RAVENEL, 28.8 MILES
 CK3067'SOUTHEAST OF SAINT
 CK3067'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK3067'COLUMBIA, SC 29202,
 CK3067'PHONE 803-737-1350.
 CK3067'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 165
 CK3067'(COOKS CROSSROAD),
 CK3067'5.1 MILES SOUTH SOUTHWEST OF SUMMERVILLE, GO SOUTH SOUTHWEST ON
 CK3067'HIGHWAY
 CK3067'165 FOR 8.3 MILES TO THE JUNCTION OF STATE ROAD 84 RIGHT AND A SAND
 CK3067'ROAD AHEAD, TURN
 CK3067'LEFT ON HIGHWAY 165 FOR 0.65 MILE TO THE STATION ON THE LEFT IN THE
 CK3067'NORTHEAST ANGLE
 CK3067'OF THE JUNCTION OF STATE ROAD 317 (COUNTY LINE ROAD).
 CK3067'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT ABOVE THE
 CK3067'HIGHWAY,
 CK3067'7.0 FEET NORTH OF A 2.0-FOOT PINE TREE, 34.7 FEET NORTHEAST OF THE
 CK3067'CENTER OF
 CK3067'THE ROAD, 35.8 FEET EAST OF THE CENTER OF THE HIGHWAY, 0.4 FOOT
 CK3067'NORTHWEST OF
 CK3067'A WITNESS POST.
 CK3067'RECOVERED BY J.B. SMOAK.
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067' 
 CK3067'
 CK3067
 CK3067                          STATION RECOVERY (2003)
 CK3067
 CK3067'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3067'SEARCHED NEAR WP WITH MICRONTA 4001 AND PROBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1973 ***********************************************************************
 AB1973  DESIGNATION -  46 WLC
 AB1973  PID         -  AB1973
 AB1973  STATE/COUNTY-  SC/JASPER
 AB1973  USGS QUAD   -  PINELAND (1988)
 AB1973
 AB1973                         *CURRENT SURVEY CONTROL
 AB1973  ___________________________________________________________________
 AB1973* NAD 83(1986)-  32 35 19.     (N)    081 12 07.     (W)     SCALED    
 AB1973* NAVD 88     -        15.813  (meters)      51.88   (feet)  ADJUSTED  
 AB1973  ___________________________________________________________________
 AB1973  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AB1973  DYNAMIC HT  -          15.795 (meters)      51.82  (feet)  COMP
 AB1973  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 AB1973
 AB1973  VERT ORDER  -  FIRST     CLASS II
 AB1973
 AB1973.The horizontal coordinates were scaled from a topographic map and have
 AB1973.an estimated accuracy of +/- 6 seconds.
 AB1973
 AB1973.The orthometric height was determined by differential leveling
 AB1973.and adjusted by the National Geodetic Survey in September 1998..
 AB1973
 AB1973.The geoid height was determined by GEOID03.
 AB1973
 AB1973.The dynamic height is computed by dividing the NAVD 88
 AB1973.geopotential number by the normal gravity value computed on the
 AB1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1973.degrees latitude (g = 980.6199 gals.).
 AB1973
 AB1973.The modeled gravity was interpolated from observed gravity values.
 AB1973
 AB1973;                    North         East    Units  Estimated Accuracy
 AB1973;SPC SC       -    83,780.      590,640.      MT  (+/- 180 meters Scaled)
 AB1973
 AB1973                          SUPERSEDED SURVEY CONTROL
 AB1973
 AB1973.No superseded survey control is available for this station.
 AB1973
 AB1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS810057(NAD 83)
 AB1973_MARKER: DD = SURVEY DISK
 AB1973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB1973_SP_SET: BRIDGE WINGWALL
 AB1973_STAMPING: 53 46 WLC 1983
 AB1973_MARK LOGO: USGS  
 AB1973_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1973+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1995
 AB1973
 AB1973  HISTORY     - Date     Condition        Report By
 AB1973  HISTORY     - 1983     MONUMENTED       USGS
 AB1973  HISTORY     - 19950116 GOOD             SCGS
 AB1973
 AB1973                          STATION DESCRIPTION
 AB1973
 AB1973'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1973'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTHEAST OF GARNETT.
 AB1973'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1973'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1973'JUNCTION OF U.S.  HIGHWAY 321 (COLUMBIA HIGHWAY) AND STATE HIGHWAY 462
 AB1973'IN ROBERTVILLE, GO NORTHWEST ON HIGHWAY 321 FOR 0.25 MILE (0.40 KM) TO
 AB1973'THE STATION ON THE LEFT IN THE SOUTHWEST CORNER OF A BRIDGE OVER BLACK
 AB1973'SWAMP.  STATION IS A DRILL MARK IN THE WINGWALL AND 0.5 FOOT (15.2 CM)
 AB1973'ABOVE THE HIGHWAY, 17.5 FEET (5.3 M) SOUTHWEST OF THE CENTER OF THE
 AB1973'HIGHWAY, 0.4 FOOT (12.2 CM) EAST SOUTHEAST OF THE NORTHWEST END OF THE
 AB1973'BRIDGE, 0.5 FOOT (15.2 CM) NORTH NORTHEAST OF THE SOUTHWEST END OF THE
 AB1973'WINGWALL.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1123 ***********************************************************************
 DE1123  DESIGNATION -  467
 DE1123  PID         -  DE1123
 DE1123  STATE/COUNTY-  SC/SALUDA
 DE1123  USGS QUAD   -  SALUDA SOUTH (1982)
 DE1123
 DE1123                         *CURRENT SURVEY CONTROL
 DE1123  ___________________________________________________________________
 DE1123* NAD 83(1986)-  33 58 02.     (N)    081 46 02.     (W)     SCALED    
 DE1123* NAVD 88     -       142.058  (meters)     466.07   (feet)  ADJUSTED  
 DE1123  ___________________________________________________________________
 DE1123  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DE1123  DYNAMIC HT  -         141.913 (meters)     465.59  (feet)  COMP
 DE1123  MODELED GRAV-     979,616.1   (mgal)                       NAVD 88
 DE1123
 DE1123  VERT ORDER  -  SECOND    CLASS 0
 DE1123
 DE1123.The horizontal coordinates were scaled from a topographic map and have
 DE1123.an estimated accuracy of +/- 6 seconds.
 DE1123
 DE1123.The orthometric height was determined by differential leveling
 DE1123.and adjusted by the National Geodetic Survey in June 1991..
 DE1123
 DE1123.The geoid height was determined by GEOID03.
 DE1123
 DE1123.The dynamic height is computed by dividing the NAVD 88
 DE1123.geopotential number by the normal gravity value computed on the
 DE1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1123.degrees latitude (g = 980.6199 gals.).
 DE1123
 DE1123.The modeled gravity was interpolated from observed gravity values.
 DE1123
 DE1123;                    North         East    Units  Estimated Accuracy
 DE1123;SPC SC       -   236,900.      538,710.      MT  (+/- 180 meters Scaled)
 DE1123
 DE1123                          SUPERSEDED SURVEY CONTROL
 DE1123
 DE1123  NGVD 29 (??/??/92)  142.263  (m)          466.74   (f) ADJ UNCH    2 0
 DE1123
 DE1123.Superseded values are not recommended for survey control.
 DE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1123.See file dsdata.txt to determine how the superseded data were derived.
 DE1123
 DE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT291587(NAD 83)
 DE1123_MARKER: P = PIPE CAP
 DE1123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1123_STAMPING: 467 1919
 DE1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1123
 DE1123  HISTORY     - Date     Condition        Report By
 DE1123  HISTORY     - 1919     MONUMENTED       USGS
 DE1123  HISTORY     - 1934     GOOD             NGS
 DE1123  HISTORY     - 20031029 MARK NOT FOUND   SCGS
 DE1123
 DE1123                          STATION DESCRIPTION
 DE1123
 DE1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DE1123'2.6 MI S FROM SALUDA.
 DE1123'2.6 MILES SOUTH ALONG THE AUGUSTA NORTHERN RAILWAY FROM SALUDA,
 DE1123'SALUDA COUNTY, 27 FEET SOUTHEAST OF A DIRT ROAD LEADING SOUTHEAST,
 DE1123'15 FEET NORTH OF A DIRT ROAD LEADING NORTHEAST, AND 48 FEET EAST
 DE1123'OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 DE1123'STANDARD CAP, STAMPED 467 1919 AND RIVETED ON THE TOP OF A
 DE1123'3-1/2-INCH IRON PIPE.
 DE1123
 DE1123                          STATION RECOVERY (2003)
 DE1123
 DE1123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1123'NOT RECOVERED, SEARCHED 30 MINUTES WITH NO RESULTS, AREA HAS CHANGED
 DE1123'SIGNIFICANTLY, RAILROAD TRACKS HAVE BEEN REMOVED, PRESUMED DESTROYED.
 DE1123'RECOVERY BY  J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0552 ***********************************************************************
 DE0552  DESIGNATION -  468
 DE0552  PID         -  DE0552
 DE0552  STATE/COUNTY-  SC/AIKEN
 DE0552  USGS QUAD   -  WAGENER (1986)
 DE0552
 DE0552                         *CURRENT SURVEY CONTROL
 DE0552  ___________________________________________________________________
 DE0552* NAD 83(1986)-  33 39 02.     (N)    081 21 46.     (W)     SCALED    
 DE0552* NAVD 88     -       142.33   (+/-2cm)     467.0    (feet)  VERTCON   
 DE0552  ___________________________________________________________________
 DE0552  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DE0552
 DE0552  VERT ORDER  -  ? (See Below)
 DE0552
 DE0552.The horizontal coordinates were scaled from a topographic map and have
 DE0552.an estimated accuracy of +/- 6 seconds.
 DE0552
 DE0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0552.The vertical order pertains to the NGVD 29 superseded value.
 DE0552
 DE0552.The geoid height was determined by GEOID03.
 DE0552
 DE0552;                    North         East    Units  Estimated Accuracy
 DE0552;SPC SC       -   201,580.      575,960.      MT  (+/- 180 meters Scaled)
 DE0552
 DE0552                          SUPERSEDED SURVEY CONTROL
 DE0552
 DE0552  NGVD 29 (??/??/92)  142.568  (m)          467.74   (f) ADJ UNCH    ?  
 DE0552
 DE0552.Superseded values are not recommended for survey control.
 DE0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0552.See file dsdata.txt to determine how the superseded data were derived.
 DE0552
 DE0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT663234(NAD 83)
 DE0552_MARKER: P = PIPE CAP
 DE0552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0552_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0552_STAMPING: 468 6 SL 1934
 DE0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE0552+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 DE0552
 DE0552  HISTORY     - Date     Condition        Report By
 DE0552  HISTORY     - 1934     MONUMENTED       USGS
 DE0552  HISTORY     - 1957     GOOD             NGS
 DE0552  HISTORY     - 20000911 MARK NOT FOUND   SCGS
 DE0552
 DE0552                          STATION DESCRIPTION
 DE0552
 DE0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0552'AT WAGENER.
 DE0552'AT WAGENER, IN THE N ANGLE OF THE MAIN STREET CORNER IN TOWN, 62
 DE0552'FEET NW OF THE CENTER OR 23.3 FEET NW OF THE NW CURB OF NO.
 DE0552'215 S.C. HIGHWAY, 43 FEET NE OF CENTER OR 14.2 FEET NE OF NE
 DE0552'CURB OF NO. 39 S.C. HWY., 1.6 FEET HIGHER THAN THE CENTER OF THE
 DE0552'LATTER HIGHWAY, 12.0 FEET NW OF SW FACE OF LOW BRICK RETAINING
 DE0552'WALL, 5.6 FEET SW OF SW WALL OF OCTAGONAL FRAME POLICE BUILDING,
 DE0552'IN LANDSCAPED PARK AREA BETWEEN TRAFFIC LANES OF A BOULEVARD
 DE0552'TYPE STREET, AND PROJECTING ABOUT 0.1 FOOT ABOVE THE GROUND.
 DE0552
 DE0552                          STATION RECOVERY (2000)
 DE0552
 DE0552'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE0552'NOT RECOVERED, DISTANCES PULLED, PUT STATION UNDER CONCRETE SLAB FOR
 DE0552'BENCH.  RECOVERY BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1554 ***********************************************************************
 DE1554  DESIGNATION -  47
 DE1554  PID         -  DE1554
 DE1554  STATE/COUNTY-  SC/BERKELEY
 DE1554  USGS QUAD   -  PINEVILLE (1987)
 DE1554
 DE1554                         *CURRENT SURVEY CONTROL
 DE1554  ___________________________________________________________________
 DE1554* NAD 83(1986)-  33 26 01.     (N)    080 06 40.     (W)     SCALED    
 DE1554* NAVD 88     -        23.436  (meters)      76.89   (feet)  ADJUSTED  
 DE1554  ___________________________________________________________________
 DE1554  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DE1554  DYNAMIC HT  -          23.412 (meters)      76.81  (feet)  COMP
 DE1554  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DE1554
 DE1554  VERT ORDER  -  FIRST     CLASS II
 DE1554
 DE1554.The horizontal coordinates were scaled from a topographic map and have
 DE1554.an estimated accuracy of +/- 6 seconds.
 DE1554
 DE1554.The orthometric height was determined by differential leveling
 DE1554.and adjusted by the National Geodetic Survey in June 1991..
 DE1554
 DE1554.The geoid height was determined by GEOID03.
 DE1554
 DE1554.The dynamic height is computed by dividing the NAVD 88
 DE1554.geopotential number by the normal gravity value computed on the
 DE1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1554.degrees latitude (g = 980.6199 gals.).
 DE1554
 DE1554.The modeled gravity was interpolated from observed gravity values.
 DE1554
 DE1554;                    North         East    Units  Estimated Accuracy
 DE1554;SPC SC       -   177,820.      692,240.      MT  (+/- 180 meters Scaled)
 DE1554
 DE1554                          SUPERSEDED SURVEY CONTROL
 DE1554
 DE1554  NGVD 29 (03/21/89)   23.735  (m)           77.87   (f) ADJUSTED    1 2
 DE1554
 DE1554.Superseded values are not recommended for survey control.
 DE1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1554.See file dsdata.txt to determine how the superseded data were derived.
 DE1554
 DE1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS826997(NAD 83)
 DE1554_MARKER: DB = BENCH MARK DISK
 DE1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1554_SP_SET: CONCRETE POST
 DE1554_STAMPING: 1977-NO. 47
 DE1554_MARK LOGO: SCSC  
 DE1554_PROJECTION: RECESSED 15 CENTIMETERS
 DE1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1554+STABILITY: SURFACE MOTION
 DE1554
 DE1554  HISTORY     - Date     Condition        Report By
 DE1554  HISTORY     - 1977     MONUMENTED       SCSC
 DE1554  HISTORY     - 1985     GOOD             SCGS
 DE1554
 DE1554                          STATION DESCRIPTION
 DE1554
 DE1554'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1554'4.3 KM (2.7 MI) NE FROM EADYTOWN.
 DE1554'8.8 KILOMETERS (5.5 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1554'PINEVILLE POST OFFICE, SET NEAR A BLAZED 22-INCH PINE TREE IN THE
 DE1554'NORTHEAST ANGLE OF A GRASSY ROAD LEADING WESTERLY, 4.1 METERS (13.45
 DE1554'FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE GRASSY ROAD,
 DE1554'9.4 METERS (30.84 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DE1554'HIGHWAY, 10.4 METERS (34.12 FEET) SOUTH-SOUTHEAST OF THE BLAZED PINE
 DE1554'TREE, 18.9 METERS (62.01 FEET) WEST-SOUTHWEST OF A POWER POLE SUPPORT
 DE1554'POLE WITH A GUY WIRE.
 DE1554'THE MARK IS 0.25 METERS  SSE FROM A WITNESS POST.
 DE1554'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8558 ***********************************************************************
 DE8558  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8558  DESIGNATION -  47 SE 19
 DE8558  PID         -  DE8558
 DE8558  STATE/COUNTY-  SC/AIKEN
 DE8558  USGS QUAD   -  AIKEN (1980)
 DE8558
 DE8558                         *CURRENT SURVEY CONTROL
 DE8558  ___________________________________________________________________
 DE8558* NAD 83(2001)-  33 32 56.80389(N)    081 39 23.48252(W)     ADJUSTED  
 DE8558* NAVD 88     -       153.57   (meters)     503.8    (feet)  GPS OBS   
 DE8558  ___________________________________________________________________
 DE8558  X           -     772,138.231 (meters)                     COMP
 DE8558  Y           -  -5,264,844.131 (meters)                     COMP
 DE8558  Z           -   3,504,943.269 (meters)                     COMP
 DE8558  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 DE8558  ELLIP HEIGHT-         122.88  (meters)          (03/13/03) GPS OBS
 DE8558  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DE8558
 DE8558  HORZ ORDER  -  FIRST
 DE8558  ELLP ORDER  -  FOURTH    CLASS II
 DE8558
 DE8558.The horizontal coordinates were established by GPS observations
 DE8558.and adjusted by the National Geodetic Survey in March 2003..
 DE8558
 DE8558.The orthometric height was determined by GPS observations and a
 DE8558.high-resolution geoid model using precise GPS observation and
 DE8558.processing techniques.
 DE8558
 DE8558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8558
 DE8558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8558
 DE8558.The ellipsoidal height was determined by GPS observations
 DE8558.and is referenced to NAD 83.
 DE8558
 DE8558.The geoid height was determined by GEOID03.
 DE8558
 DE8558;                    North         East     Units Scale Factor Converg.
 DE8558;SPC SC       -   190,467.029   548,641.550   MT  0.99979585   -0 21 50.3
 DE8558;SPC SC       -   624,891.83  1,800,005.09   iFT  0.99979585   -0 21 50.3
 DE8558;UTM  17      - 3,712,357.244   439,052.558   MT  0.99964579   -0 21 46.2
 DE8558
 DE8558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8558!SPC SC       -   0.99998071  x   0.99979585  =   0.99977656
 DE8558!UTM  17      -   0.99998071  x   0.99964579  =   0.99962651
 DE8558
 DE8558                          SUPERSEDED SURVEY CONTROL
 DE8558
 DE8558  NAD 83(1986)-  33 32 56.81182(N)    081 39 23.47829(W) AD(       ) 1
 DE8558  NAD 83(1995)-  33 32 56.80420(N)    081 39 23.48185(W) AD(       ) 1
 DE8558  ELLIP H (11/18/02)  122.94   (m)                       GP(       ) 4 2
 DE8558
 DE8558.Superseded values are not recommended for survey control.
 DE8558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8558.See file dsdata.txt to determine how the superseded data were derived.
 DE8558
 DE8558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3905312357(NAD 83)
 DE8558_MARKER: P = PIPE CAP
 DE8558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE8558_STAMPING: 47 1992 SE 19
 DE8558_MARK LOGO: SC0020
 DE8558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8558+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 DE8558
 DE8558  HISTORY     - Date     Condition        Report By
 DE8558  HISTORY     - 1992     MONUMENTED       SC0020
 DE8558  HISTORY     - 20000801 GOOD             SCGS
 DE8558
 DE8558                          STATION DESCRIPTION
 DE8558
 DE8558'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8558'STATION IS LOCATED 3.7 MILES (6.0 KM) EAST OF AIKEN. OWNERSHIP--SCDOT,
 DE8558'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE8558'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE8558'HIGHWAYS 4, 302 AND U.S.  HIGHWAY 78, 2.35 MILES (3.78 KM) EAST
 DE8558'SOUTHEAST OF AIKEN, GO SOUTHEAST ON HIGHWAYS 4 AND 302 FOR 1.45 MILES
 DE8558'(2.33 KM) TO THE STATION ON THE RIGHT NEAR A FIRE HYDRANT IN THE FRONT
 DE8558'YARD OF A BRICK BUILDING (LOWER SAVANNAH COUNCIL OF GOVERNMENTS) AND
 DE8558'AT THE EXTENDED CENTER OF THE JUNCTION OF STATE ROAD 1346 (MAIN DRIVE)
 DE8558'.  STATION IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE RECESSED 0.8
 DE8558'FOOT (24.4 CM) AND LEVEL WITH THE HIGHWAY, 6.0 FEET (1.8 M) SOUTH OF
 DE8558'THE SOUTH EDGE OF THE HIGHWAY CURB, 32.2 FEET (9.8 M) WEST OF THE FIRE
 DE8558'HYDRANT NUMBER 36, 31.8 FEET (9.7 M) EAST OF A POWER POLE NUMBER
 DE8558'50911/465-22-3.3-4.4 WITH FIVE GUY WIRES, 137.0 FEET (41.8 M) NORTH
 DE8558'NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING.  RECOVERED BY J.B.
 DE8558'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1977 ***********************************************************************
 AB1977  DESIGNATION -  47 WLC
 AB1977  PID         -  AB1977
 AB1977  STATE/COUNTY-  SC/JASPER
 AB1977  USGS QUAD   -  PINELAND (1988)
 AB1977
 AB1977                         *CURRENT SURVEY CONTROL
 AB1977  ___________________________________________________________________
 AB1977* NAD 83(1986)-  32 36 04.     (N)    081 10 14.     (W)     SCALED    
 AB1977* NAVD 88     -        21.613  (meters)      70.91   (feet)  ADJUSTED  
 AB1977  ___________________________________________________________________
 AB1977  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AB1977  DYNAMIC HT  -          21.589 (meters)      70.83  (feet)  COMP
 AB1977  MODELED GRAV-     979,513.9   (mgal)                       NAVD 88
 AB1977
 AB1977  VERT ORDER  -  FIRST     CLASS II
 AB1977
 AB1977.The horizontal coordinates were scaled from a topographic map and have
 AB1977.an estimated accuracy of +/- 6 seconds.
 AB1977
 AB1977.The orthometric height was determined by differential leveling
 AB1977.and adjusted by the National Geodetic Survey in September 1998..
 AB1977
 AB1977.The geoid height was determined by GEOID03.
 AB1977
 AB1977.The dynamic height is computed by dividing the NAVD 88
 AB1977.geopotential number by the normal gravity value computed on the
 AB1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1977.degrees latitude (g = 980.6199 gals.).
 AB1977
 AB1977.The modeled gravity was interpolated from observed gravity values.
 AB1977
 AB1977;                    North         East    Units  Estimated Accuracy
 AB1977;SPC SC       -    85,160.      593,590.      MT  (+/- 180 meters Scaled)
 AB1977
 AB1977                          SUPERSEDED SURVEY CONTROL
 AB1977
 AB1977.No superseded survey control is available for this station.
 AB1977
 AB1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS839070(NAD 83)
 AB1977_MARKER: DD = SURVEY DISK
 AB1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1977_STAMPING: 72 47 WLC 1983
 AB1977_MARK LOGO: USGS  
 AB1977_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1977+STABILITY: SURFACE MOTION
 AB1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1977+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1996
 AB1977
 AB1977  HISTORY     - Date     Condition        Report By
 AB1977  HISTORY     - 1983     MONUMENTED       USGS
 AB1977  HISTORY     - 19950117 GOOD             SCGS
 AB1977  HISTORY     - 19961209 GOOD             SCGS
 AB1977
 AB1977                          STATION DESCRIPTION
 AB1977
 AB1977'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1977'STATION IS LOCATED 4.4 MILES (7.1 KM) EAST OF GARNETT.
 AB1977'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1977'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1977'JUNCTION OF U.S.  HIGHWAY 601 AND STATE HIGHWAY 462 IN PINELAND, GO
 AB1977'WEST SOUTHWEST ON HIGHWAY 462 FOR 0.5 MILE (0.8 KM) TO THE STATION ON
 AB1977'THE LEFT NEAR A POWER POLE IN FRONT OF THE BETHEL BAPTIST CHURCH.
 AB1977'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT
 AB1977'(15.2 CM) ABOVE THE HIGHWAY, 23.0 FEET (7.0 M) SOUTH SOUTHEAST OF THE
 AB1977'CENTER OF THE HIGHWAY, 2.0 FEET (0.6 M) NORTH OF THE POWER POLE WITH A
 AB1977'TRANSFORMER AND SECURITY LIGHT, 37.2 FEET (11.3 M) WEST NORTHWEST OF
 AB1977'THE WEST CORNER OF A BRICK PORCH AT THE SOUTHWEST MOST ENTRANCE OF THE
 AB1977'CHURCH.  RECOVERED BY R.W.  ROBERTS.
 AB1977
 AB1977                          STATION RECOVERY (1996)
 AB1977
 AB1977'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB1977'STATION IS LOCATED 4.4 MILES (7.1 KM) EAST OF GARNETT.
 AB1977'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1977'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1977'JUNCTION OF U.S.  HIGHWAY 601 AND STATE HIGHWAY 462 IN PINELAND, GO
 AB1977'WEST SOUTHWEST ON HIGHWAY 462 FOR 0.5 MILE (0.8 KM) TO THE STATION ON
 AB1977'THE LEFT NEAR A POWER POLE IN FRONT OF THE BETHEL BAPTIST CHURCH.
 AB1977'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT
 AB1977'(15.2 CM) ABOVE THE HIGHWAY, 23.0 FEET (7.0 M) SOUTH SOUTHEAST OF THE
 AB1977'CENTER OF THE HIGHWAY, 2.0 FEET (0.6 M) NORTH OF THE POWER POLE WITH A
 AB1977'TRANSFORMER AND SECURITY LIGHT, 37.2 FEET (11.3 M) WEST NORTHWEST OF
 AB1977'THE WEST CORNER OF A BRICK PORCH AT THE SOUTHWEST MOST ENTRANCE OF THE
 AB1977'CHURCH, 1.8 FEET (0.5 M) NORTH OF A WITNESS POST.  RECOVERED BY R.W.
 AB1977'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0319 ***********************************************************************
 ED0319  DESIGNATION -  475.1
 ED0319  PID         -  ED0319
 ED0319  STATE/COUNTY-  SC/MCCORMICK
 ED0319  USGS QUAD   -  CALHOUN FALLS (1985)
 ED0319
 ED0319                         *CURRENT SURVEY CONTROL
 ED0319  ___________________________________________________________________
 ED0319* NAD 83(1986)-  34 01 57.     (N)    082 31 47.     (W)     SCALED    
 ED0319* NAVD 88     -       144.56   (+/-2cm)     474.3    (feet)  VERTCON   
 ED0319  ___________________________________________________________________
 ED0319  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 ED0319
 ED0319  VERT ORDER  -  ? (See Below)
 ED0319
 ED0319.The horizontal coordinates were scaled from a topographic map and have
 ED0319.an estimated accuracy of +/- 6 seconds.
 ED0319
 ED0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0319.The vertical order pertains to the NGVD 29 superseded value.
 ED0319
 ED0319.The geoid height was determined by GEOID03.
 ED0319
 ED0319;                    North         East    Units  Estimated Accuracy
 ED0319;SPC SC       -   244,930.      468,360.      MT  (+/- 180 meters Scaled)
 ED0319
 ED0319                          SUPERSEDED SURVEY CONTROL
 ED0319
 ED0319  NGVD 29 (??/??/92)  144.727  (m)          474.83   (f) ADJ UNCH    ?  
 ED0319
 ED0319.Superseded values are not recommended for survey control.
 ED0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0319.See file dsdata.txt to determine how the superseded data were derived.
 ED0319
 ED0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT587668(NAD 83)
 ED0319_MARKER: Q = CHISELED SQUARE
 ED0319_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ED0319_SP_SET: ROCK
 ED0319_PROJECTION: FLUSH
 ED0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0319
 ED0319  HISTORY     - Date     Condition        Report By
 ED0319  HISTORY     - UNK      MONUMENTED       USGS
 ED0319  HISTORY     - 1933     GOOD             NGS
 ED0319  HISTORY     - 19970701 MARK NOT FOUND   SCGS
 ED0319
 ED0319                          STATION DESCRIPTION
 ED0319
 ED0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0319'2.2 MI N FROM MOUNT CARMEL.
 ED0319'2.2 MILES NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 ED0319'FROM MOUNT CARMEL MCCORMICK COUNTY, 0.5 MILE NORTH OF MILEPOST 61,
 ED0319'255 FEET NORTHEAST OF THE TRACK, 41 FEET SOUTHWEST OF THE CENTERLINE
 ED0319'OF STATE HIGHWAY 82, ON THE TOP OF A LARGE ROCK, AND ABOUT LEVEL
 ED0319'WITH THE HIGHWAY.  A CHISELED SQUARE.
 ED0319
 ED0319                          STATION RECOVERY (1997)
 ED0319
 ED0319'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED0319'NOT RECOVERED, TRACKS GONE, PINE FOREST NOW PLANTED, UNABLE TO LOCATE
 ED0319'WITH MEASUREMENTS, SEARCHED 10 MINUTES.  RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3529 ***********************************************************************
 AE3529  SACS        -  This is a Secondary Airport Control Station.
 AE3529  DESIGNATION -  47J A
 AE3529  PID         -  AE3529
 AE3529  STATE/COUNTY-  SC/CHESTERFIELD
 AE3529  USGS QUAD   -  CHERAW (1971)
 AE3529
 AE3529                         *CURRENT SURVEY CONTROL
 AE3529  ___________________________________________________________________
 AE3529* NAD 83(2001)-  34 42 32.71331(N)    079 57 59.88378(W)     ADJUSTED  
 AE3529* NAVD 88     -        76.70   (meters)     251.6    (feet)  GPS OBS   
 AE3529  ___________________________________________________________________
 AE3529  X           -     914,473.393 (meters)                     COMP
 AE3529  Y           -  -5,168,633.793 (meters)                     COMP
 AE3529  Z           -   3,611,409.159 (meters)                     COMP
 AE3529  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 AE3529  ELLIP HEIGHT-          45.40  (meters)          (02/10/03) GPS OBS
 AE3529  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AE3529
 AE3529  HORZ ORDER  -  FIRST
 AE3529  ELLP ORDER  -  FOURTH    CLASS II
 AE3529
 AE3529.This mark is at Cheraw Airport (47J)
 AE3529
 AE3529.The horizontal coordinates were established by GPS observations
 AE3529.and adjusted by the National Geodetic Survey in February 2003..
 AE3529
 AE3529.The orthometric height was determined by GPS observations and a
 AE3529.high-resolution geoid model.
 AE3529
 AE3529.GPS derived orthometric heights for airport stations designated as
 AE3529.PACS or SACS are published to 2 decimal places.  This maintains
 AE3529.centimeter relative accuracy between the PACS and SACS.  It does
 AE3529.not indicate centimeter accuracy relative to other marks which are
 AE3529.part of the NAVD 88 network.
 AE3529
 AE3529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3529
 AE3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3529
 AE3529.The ellipsoidal height was determined by GPS observations
 AE3529.and is referenced to NAD 83.
 AE3529
 AE3529.The geoid height was determined by GEOID03.
 AE3529
 AE3529;                    North         East     Units Scale Factor Converg.
 AE3529;SPC SC       -   319,396.346   704,261.172   MT  0.99995821   +0 34 22.4
 AE3529;SPC SC       - 1,047,888.27  2,310,568.15   iFT  0.99995821   +0 34 22.4
 AE3529;UTM  17      - 3,841,268.640   594,630.657   MT  0.99971037   +0 35 18.4
 AE3529
 AE3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3529!SPC SC       -   0.99999287  x   0.99995821  =   0.99995108
 AE3529!UTM  17      -   0.99999287  x   0.99971037  =   0.99970325
 AE3529
 AE3529                          SUPERSEDED SURVEY CONTROL
 AE3529
 AE3529  NAD 83(1995)-  34 42 32.71348(N)    079 57 59.88375(W) AD(       ) 1
 AE3529  ELLIP H (09/29/97)   45.39   (m)                       GP(       ) 4 2
 AE3529
 AE3529.Superseded values are not recommended for survey control.
 AE3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3529.See file dsdata.txt to determine how the superseded data were derived.
 AE3529
 AE3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9463141269(NAD 83)
 AE3529_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3529_STAMPING: 47J A 1996
 AE3529_MARK LOGO: NGS   
 AE3529_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3529+STABILITY: SURFACE MOTION
 AE3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3529+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 AE3529
 AE3529  HISTORY     - Date     Condition        Report By
 AE3529  HISTORY     - 1996     MONUMENTED       SCGS
 AE3529  HISTORY     - 19971208 GOOD             NGS
 AE3529  HISTORY     - 20051117 GOOD             FRELAN
 AE3529
 AE3529                          STATION DESCRIPTION
 AE3529
 AE3529'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3529'STATION IS LOCATED 4.8 MILES (7.7 KM) WEST OF CHERAW, 7.15 MILES
 AE3529'(11.51 KM) EAST SOUTHEAST OF CHESTERFIELD.  OWNERSHIP--SCDOT, DIRECTOR
 AE3529'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AE3529'803-737-1350.  TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF
 AE3529'U.S.  HIGHWAYS 1, 52 AND STATE HIGHWAY 9 (MARKET STREET) IN CHERAW, GO
 AE3529'SOUTHWEST ON HIGHWAY 9 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF STATE
 AE3529'ROAD 22, TURN RIGHT ON HIGHWAY 9 (CHESTERFIELD HIGHWAY) FOR 3.8 MILES
 AE3529'(6.1 KM) TO THE JUNCTION OF STATE ROAD 668 (JANICE CIRCLE) , CONTINUE
 AE3529'ON HIGHWAY 9 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT NEAR A
 AE3529'FLAG POLE IN FRONT OF A SMALL CONCRETE BLOCK BUILDING ADJACENT TO A
 AE3529'BRICK CONVENIENCE STORE (AIRPORT GROCERY) IN THE SOUTH ANGLE OF STATE
 AE3529'ROAD 901 (SMITHVILLE CHURCH ROAD) .  STATION IS A CONCRETE POST FLUSH
 AE3529'WITH THE GROUND AND 3.0 FEET (0.9 M) ABOVE THE HIGHWAY, 118.0 FEET
 AE3529'(36.0 M) NORTH OF THE NORTH CORNER OF AN AVOCADO ALUMINUM-SIDED HOUSE,
 AE3529'67.0 FEET (20.4 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 150.0
 AE3529'FEET (45.7 M) SOUTHEAST OF THE CENTER OF THE ROAD, 4.6 FEET (1.4 M)
 AE3529'NORTH NORTHWEST OF THE FLAG POLE, 28.8 FEET (8.8 M) NORTHEAST OF THE
 AE3529'EAST CORNER OF THE BLOCK BUILDING, 79.0 FEET (24.1 M) EAST OF THE EAST
 AE3529'CORNER OF THE CONVENIENCE STORE, 8.7 FEET (2.7 M) NORTHWEST OF THE
 AE3529'NORTH CORNER OF THE CONCRETE PAD SUPPORTING AN ELECTRICAL TRANSFORMER.
 AE3529'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AE3529'DESCRIBED BY C.E.  GEOGHEGAN.
 AE3529
 AE3529                          STATION RECOVERY (1997)
 AE3529
 AE3529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3529'RECOVERED AS DESCRIBED.
 AE3529
 AE3529                          STATION RECOVERY (2005)
 AE3529
 AE3529'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 AE3529'NAIL PLACED AT EDGE OF CONCRETE MONUMENT IN ORDER TO FIND WITH
 AE3529'MAGNETIC LOCATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0371 ***********************************************************************
 DD0371  DESIGNATION -  48
 DD0371  PID         -  DD0371
 DD0371  STATE/COUNTY-  SC/GEORGETOWN
 DD0371  USGS QUAD   -  OLIN (1973)
 DD0371
 DD0371                         *CURRENT SURVEY CONTROL
 DD0371  ___________________________________________________________________
 DD0371* NAD 83(1986)-  33 25 16.     (N)    079 26 53.     (W)     SCALED    
 DD0371* NAVD 88     -        14.254  (meters)      46.77   (feet)  POSTED    
 DD0371  ___________________________________________________________________
 DD0371  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DD0371  DYNAMIC HT  -          14.240 (meters)      46.72  (feet)  COMP
 DD0371  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DD0371
 DD0371  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DD0371
 DD0371.The horizontal coordinates were scaled from a topographic map and have
 DD0371.an estimated accuracy of +/- 6 seconds.
 DD0371
 DD0371.The orthometric height was determined by differential leveling
 DD0371.and adjusted by the National Geodetic Survey in 1992..
 DD0371.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DD0371.rate of 1.1 thru 2.0 mm/km.
 DD0371
 DD0371.The geoid height was determined by GEOID03.
 DD0371
 DD0371.The dynamic height is computed by dividing the NAVD 88
 DD0371.geopotential number by the normal gravity value computed on the
 DD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0371.degrees latitude (g = 980.6199 gals.).
 DD0371
 DD0371.The modeled gravity was interpolated from observed gravity values.
 DD0371
 DD0371;                    North         East    Units  Estimated Accuracy
 DD0371;SPC SC       -   177,160.      753,910.      MT  (+/- 180 meters Scaled)
 DD0371
 DD0371                          SUPERSEDED SURVEY CONTROL
 DD0371
 DD0371  NGVD 29 (??/??/92)   14.602  (m)           47.91   (f) ADJ UNCH    2 0
 DD0371
 DD0371.Superseded values are not recommended for survey control.
 DD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0371.See file dsdata.txt to determine how the superseded data were derived.
 DD0371
 DD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS442990(NAD 83)
 DD0371_MARKER: DD = SURVEY DISK
 DD0371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0371_STAMPING: 48
 DD0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0371
 DD0371  HISTORY     - Date     Condition        Report By
 DD0371  HISTORY     - UNK      MONUMENTED       USGS
 DD0371  HISTORY     - 1942     GOOD             USGS
 DD0371  HISTORY     - 1982     MARK NOT FOUND   SCGS
 DD0371  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD0371
 DD0371                          STATION DESCRIPTION
 DD0371
 DD0371'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 DD0371'6.6 MI SE FROM ANDREWS.
 DD0371'ABOUT 6.6 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILWAY
 DD0371'FROM THE STATION AT ANDREWS, GEORGETOWN COUNTY, ABOUT 1.0 MILE
 DD0371'SOUTHEAST OF OLIN, ABOUT 132 YARDS EAST OF MILEPOST 10, 32 FEET
 DD0371'NORTHEAST OF THE CENTER OF A ROAD CROSSING AND 28.7 FEET NORTH
 DD0371'OF THE NORTH RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DD0371'CAP, STAMPED 48 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 DD0371'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 DD0371
 DD0371                          STATION RECOVERY (1942)
 DD0371
 DD0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 DD0371'RECOVERED IN GOOD CONDITION.
 DD0371
 DD0371                          STATION RECOVERY (1982)
 DD0371
 DD0371'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD0371'NOT RECOVERED, BELIEVED DESTROYED BY DITCH DIGGING.
 DD0371
 DD0371                          STATION RECOVERY (2006)
 DD0371
 DD0371'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD0371'SEARCHED 15 MINUTES, PULLED TAPE FROM AVAILABLE REFERENCES, PRESUMED
 DD0371'DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1555 ***********************************************************************
 DE1555  DESIGNATION -  48
 DE1555  PID         -  DE1555
 DE1555  STATE/COUNTY-  SC/BERKELEY
 DE1555  USGS QUAD   -  PINEVILLE (1987)
 DE1555
 DE1555                         *CURRENT SURVEY CONTROL
 DE1555  ___________________________________________________________________
 DE1555* NAD 83(1986)-  33 25 41.     (N)    080 07 08.     (W)     SCALED    
 DE1555* NAVD 88     -        25.871  (meters)      84.88   (feet)  ADJUSTED  
 DE1555  ___________________________________________________________________
 DE1555  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DE1555  DYNAMIC HT  -          25.844 (meters)      84.79  (feet)  COMP
 DE1555  MODELED GRAV-     979,611.1   (mgal)                       NAVD 88
 DE1555
 DE1555  VERT ORDER  -  FIRST     CLASS II
 DE1555
 DE1555.The horizontal coordinates were scaled from a topographic map and have
 DE1555.an estimated accuracy of +/- 6 seconds.
 DE1555
 DE1555.The orthometric height was determined by differential leveling
 DE1555.and adjusted by the National Geodetic Survey in June 1991..
 DE1555
 DE1555.The geoid height was determined by GEOID03.
 DE1555
 DE1555.The dynamic height is computed by dividing the NAVD 88
 DE1555.geopotential number by the normal gravity value computed on the
 DE1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1555.degrees latitude (g = 980.6199 gals.).
 DE1555
 DE1555.The modeled gravity was interpolated from observed gravity values.
 DE1555
 DE1555;                    North         East    Units  Estimated Accuracy
 DE1555;SPC SC       -   177,200.      691,530.      MT  (+/- 180 meters Scaled)
 DE1555
 DE1555                          SUPERSEDED SURVEY CONTROL
 DE1555
 DE1555  NGVD 29 (03/21/89)   26.170  (m)           85.86   (f) ADJUSTED    1 2
 DE1555
 DE1555.Superseded values are not recommended for survey control.
 DE1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1555.See file dsdata.txt to determine how the superseded data were derived.
 DE1555
 DE1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS819990(NAD 83)
 DE1555_MARKER: DB = BENCH MARK DISK
 DE1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1555_SP_SET: CONCRETE POST
 DE1555_STAMPING: 1977-NO. 48
 DE1555_MARK LOGO: SCSC  
 DE1555_PROJECTION: RECESSED 15 CENTIMETERS
 DE1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1555+STABILITY: SURFACE MOTION
 DE1555
 DE1555  HISTORY     - Date     Condition        Report By
 DE1555  HISTORY     - 1977     MONUMENTED       SCSC
 DE1555  HISTORY     - 1985     GOOD             SCGS
 DE1555
 DE1555                          STATION DESCRIPTION
 DE1555
 DE1555'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1555'3.45 KM (2.15 MI) NE FROM EADYTOWN.
 DE1555'9.8 KILOMETERS (6.1 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1555'PINEVILLE POST OFFICE, SET NEAR A POWER POLE WITH A TRANSFORMER AND 2
 DE1555'GUY WIRES ACROSS FROM A FENCED IN MOBILE HOME TRAILER, 0.2 KILOMETER
 DE1555'(0.1 MILE) EAST OF BELL ISLE PRESBYTERIAN CHURCH, 0.8 METER (2.62
 DE1555'FEET) SOUTH-SOUTHEAST OF POWER POLE NUMBER A4, 0.69 METER (2.26 FEET)
 DE1555'NORTH OF THE SOUTH MOST GUY WIRE ANCHOR, 11.0 METERS (36.09 FEET)
 DE1555'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DE1555'THE MARK IS 0.70 METERS  NNW FROM A WITNESS POST.
 DE1555'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0023 ***********************************************************************
 DF0023  DESIGNATION -  484.7
 DF0023  PID         -  DF0023
 DF0023  STATE/COUNTY-  SC/MCCORMICK
 DF0023  USGS QUAD   -  MC CORMICK (1986)
 DF0023
 DF0023                         *CURRENT SURVEY CONTROL
 DF0023  ___________________________________________________________________
 DF0023* NAD 83(1986)-  33 52 35.     (N)    082 15 55.     (W)     SCALED    
 DF0023* NAVD 88     -       147.395  (meters)     483.58   (feet)  POSTED    
 DF0023  ___________________________________________________________________
 DF0023  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DF0023  DYNAMIC HT  -         147.250 (meters)     483.10  (feet)  COMP
 DF0023  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 DF0023
 DF0023  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DF0023
 DF0023.The horizontal coordinates were scaled from a topographic map and have
 DF0023.an estimated accuracy of +/- 6 seconds.
 DF0023
 DF0023.The orthometric height was determined by differential leveling
 DF0023.and adjusted by the National Geodetic Survey in 1992..
 DF0023.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DF0023.rate of 1.1 thru 2.0 mm/km.
 DF0023
 DF0023.The geoid height was determined by GEOID03.
 DF0023
 DF0023.The dynamic height is computed by dividing the NAVD 88
 DF0023.geopotential number by the normal gravity value computed on the
 DF0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0023.degrees latitude (g = 980.6199 gals.).
 DF0023
 DF0023.The modeled gravity was interpolated from observed gravity values.
 DF0023
 DF0023;                    North         East    Units  Estimated Accuracy
 DF0023;SPC SC       -   227,280.      492,570.      MT  (+/- 180 meters Scaled)
 DF0023
 DF0023                          SUPERSEDED SURVEY CONTROL
 DF0023
 DF0023  NGVD 29 (??/??/92)  147.588  (m)          484.21   (f) ADJ UNCH    1 2
 DF0023
 DF0023.Superseded values are not recommended for survey control.
 DF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0023.See file dsdata.txt to determine how the superseded data were derived.
 DF0023
 DF0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT829491(NAD 83)
 DF0023_MARKER: N = NAIL
 DF0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0023_SP_SET: TREE ROOT
 DF0023_PROJECTION: FLUSH
 DF0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0023
 DF0023  HISTORY     - Date     Condition        Report By
 DF0023  HISTORY     - UNK      MONUMENTED       USGS
 DF0023  HISTORY     - 1933     GOOD             NGS
 DF0023  HISTORY     - 19970709 MARK NOT FOUND   SCGS
 DF0023
 DF0023                          STATION DESCRIPTION
 DF0023
 DF0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0023'2.3 MI N FROM PLUM BRANCH.
 DF0023'2.3 MILES NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0023'FROM PLUM BRANCH, MC CORMICK COUNTY, 0.3 MILE SOUTH OF MILEPOST
 DF0023'40, DIRECTLY IN FRONT OF A DWELLING, 140 FEET EAST OF THE EAST
 DF0023'RAIL, AND IN THE ROOT OF A 48-INCH OAK TREE.  A UNITED STATES
 DF0023'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 DF0023
 DF0023                          STATION RECOVERY (1997)
 DF0023
 DF0023'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0023'NOT RECOVERED, MEASUREMENTS POOR.  RECOVERY BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1118 ***********************************************************************
 DE1118  DESIGNATION -  485
 DE1118  PID         -  DE1118
 DE1118  STATE/COUNTY-  SC/SALUDA
 DE1118  USGS QUAD   -  EMORY (1982)
 DE1118
 DE1118                         *CURRENT SURVEY CONTROL
 DE1118  ___________________________________________________________________
 DE1118* NAD 83(1986)-  33 54 11.     (N)    081 44 00.     (W)     SCALED    
 DE1118* NAVD 88     -       147.504  (meters)     483.94   (feet)  ADJUSTED  
 DE1118  ___________________________________________________________________
 DE1118  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DE1118  DYNAMIC HT  -         147.352 (meters)     483.44  (feet)  COMP
 DE1118  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 DE1118
 DE1118  VERT ORDER  -  SECOND    CLASS 0
 DE1118
 DE1118.The horizontal coordinates were scaled from a topographic map and have
 DE1118.an estimated accuracy of +/- 6 seconds.
 DE1118
 DE1118.The orthometric height was determined by differential leveling
 DE1118.and adjusted by the National Geodetic Survey in June 1991..
 DE1118
 DE1118.The geoid height was determined by GEOID03.
 DE1118
 DE1118.The dynamic height is computed by dividing the NAVD 88
 DE1118.geopotential number by the normal gravity value computed on the
 DE1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1118.degrees latitude (g = 980.6199 gals.).
 DE1118
 DE1118.The modeled gravity was interpolated from observed gravity values.
 DE1118
 DE1118;                    North         East    Units  Estimated Accuracy
 DE1118;SPC SC       -   229,760.      541,790.      MT  (+/- 180 meters Scaled)
 DE1118
 DE1118                          SUPERSEDED SURVEY CONTROL
 DE1118
 DE1118  NGVD 29 (??/??/92)  147.716  (m)          484.63   (f) ADJ UNCH    2 0
 DE1118
 DE1118.Superseded values are not recommended for survey control.
 DE1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1118.See file dsdata.txt to determine how the superseded data were derived.
 DE1118
 DE1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT322516(NAD 83)
 DE1118_MARKER: P = PIPE CAP
 DE1118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1118_STAMPING: USGS BM 485 1919
 DE1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1118
 DE1118  HISTORY     - Date     Condition        Report By
 DE1118  HISTORY     - 1919     MONUMENTED       USGS
 DE1118  HISTORY     - 1934     GOOD             NGS
 DE1118  HISTORY     - 19920622 MARK NOT FOUND   SCGS
 DE1118
 DE1118                          STATION DESCRIPTION
 DE1118
 DE1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DE1118'3.3 MI N FROM WARD.
 DE1118'3.3 MILES NORTH ALONG THE AUGUSTA NORTHERN RAILWAY FROM WARD,
 DE1118'SALUDA COUNTY, AT SPIGNER, 3 FEET SOUTH OF THE SOUTHWEST CORNER
 DE1118'OF THE STATION, 36 FEET SOUTH OF A SWITCH, AND 18 FEET EAST OF
 DE1118'THE CENTERLINE OF THE RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL
 DE1118'SURVEY STANDARD CAP, STAMPED U.S.G.S. B.M. 485 1919 AND RIVETED
 DE1118'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DE1118
 DE1118                          STATION RECOVERY (1992)
 DE1118
 DE1118'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE1118'NOT RECOVERED, AFTER A THOROUGH SEARCH OF THE AREA NO EVIDENCE OF THE
 DE1118'STATION OR REFERENCE OBJECTS COULD BE FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1550 ***********************************************************************
 CK1550  DESIGNATION -  49
 CK1550  PID         -  CK1550
 CK1550  STATE/COUNTY-  SC/JASPER
 CK1550  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1550
 CK1550                         *CURRENT SURVEY CONTROL
 CK1550  ___________________________________________________________________
 CK1550* NAD 83(1986)-  32 33 05.     (N)    080 56 53.     (W)     SCALED    
 CK1550* NAVD 88     -        12.616  (meters)      41.39   (feet)  ADJUSTED  
 CK1550  ___________________________________________________________________
 CK1550  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK1550  DYNAMIC HT  -          12.602 (meters)      41.35  (feet)  COMP
 CK1550  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CK1550
 CK1550  VERT ORDER  -  FIRST     CLASS II
 CK1550
 CK1550.The horizontal coordinates were scaled from a topographic map and have
 CK1550.an estimated accuracy of +/- 6 seconds.
 CK1550
 CK1550.The orthometric height was determined by differential leveling
 CK1550.and adjusted by the National Geodetic Survey in June 1991..
 CK1550
 CK1550.The geoid height was determined by GEOID03.
 CK1550
 CK1550.The dynamic height is computed by dividing the NAVD 88
 CK1550.geopotential number by the normal gravity value computed on the
 CK1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1550.degrees latitude (g = 980.6199 gals.).
 CK1550
 CK1550.The modeled gravity was interpolated from observed gravity values.
 CK1550
 CK1550;                    North         East    Units  Estimated Accuracy
 CK1550;SPC SC       -    79,640.      614,480.      MT  (+/- 180 meters Scaled)
 CK1550
 CK1550                          SUPERSEDED SURVEY CONTROL
 CK1550
 CK1550  NGVD 29 (03/21/89)   12.896  (m)           42.31   (f) ADJUSTED    1 2
 CK1550
 CK1550.Superseded values are not recommended for survey control.
 CK1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1550.See file dsdata.txt to determine how the superseded data were derived.
 CK1550
 CK1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS048015(NAD 83)
 CK1550_MARKER: Z = SEE DESCRIPTION
 CK1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1550+STABILITY: SURFACE MOTION
 CK1550
 CK1550  HISTORY     - Date     Condition        Report By
 CK1550  HISTORY     - UNK      MONUMENTED       SCHD
 CK1550  HISTORY     - 1955     POOR             NGS
 CK1550  HISTORY     - 1979     MARK NOT FOUND   DMA
 CK1550
 CK1550                          STATION DESCRIPTION
 CK1550
 CK1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK1550'2.9 MI SW FROM COOSAWHATCHIE.
 CK1550'2.9 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 CK1550'THE CROSSING OF STATE HIGHWAY 170 AT COOSAWHATCHIE, JASPER COUNTY,
 CK1550'0.2 MILE SOUTHWEST OF MILEPOST 454, 205 FEET NORTH OF SIGNAL
 CK1550'454.4, 100 FEET EAST OF THE TRACK, 35 FEET WEST OF THE CENTERLINE
 CK1550'OF U.S. HIGHWAY 17, AND 20 FEET SOUTH OF THE CENTERLINE OF A
 CK1550'DIRT ROAD.  THE TOP OF A 2-1/2 INCH LEAD-FILLED IRON PIPE, SET
 CK1550'IN A CONCRETE POST AND PROJECTING 6 INCHES ABOVE GROUND.
 CK1550'NOTE-- THE MARK WAS FOUND AT DESCRIBED LOCATION BUT IS PUSHED
 CK1550'OVER.  THE MARK WAS LEVELED TO BUT SHOULD BE DISREGARDED AS IT
 CK1550'IS OF NO VALUE.  THE POINT LEVELED TO WAS THE HIGH POINT OF LEAD
 CK1550'FILLED PIPE.
 CK1550
 CK1550                          STATION RECOVERY (1979)
 CK1550
 CK1550'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3494 ***********************************************************************
 DD3494  DESIGNATION -  4900
 DD3494  PID         -  DD3494
 DD3494  STATE/COUNTY-  SC/GEORGETOWN
 DD3494  USGS QUAD   -  BROOKGREEN (1973)
 DD3494
 DD3494                         *CURRENT SURVEY CONTROL
 DD3494  ___________________________________________________________________
 DD3494* NAD 83(2001)-  33 32 02.09574(N)    079 01 46.56498(W)     ADJUSTED  
 DD3494* NAVD 88     -         4.55   (+/-2cm)      14.9    (feet)  VERTCON   
 DD3494  ___________________________________________________________________
 DD3494  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DD3494  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD3494
 DD3494  HORZ ORDER  -  SECOND
 DD3494  VERT ORDER  -  THIRD ? (See Below)
 DD3494
 DD3494.The horizontal coordinates were established by classical geodetic methods
 DD3494.and adjusted by the National Geodetic Survey in March 2004..
 DD3494
 DD3494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3494.The vertical order pertains to the NGVD 29 superseded value.
 DD3494
 DD3494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3494
 DD3494.The geoid height was determined by GEOID03.
 DD3494
 DD3494;                    North         East     Units Scale Factor Converg.
 DD3494;SPC SC       -   190,332.549   792,574.676   MT  0.99979644   +1 05 32.6
 DD3494;SPC SC       -   624,450.62  2,600,310.62   iFT  0.99979644   +1 05 32.6
 DD3494;UTM  17      - 3,712,217.800   682,963.975   MT  1.00001272   +1 05 19.7
 DD3494
 DD3494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3494!SPC SC       -   1.00000475  x   0.99979644  =   0.99980119
 DD3494!UTM  17      -   1.00000475  x   1.00001272  =   1.00001747
 DD3494
 DD3494                          SUPERSEDED SURVEY CONTROL
 DD3494
 DD3494  NAD 83(1986)-  33 32 02.10691(N)    079 01 46.56952(W) AD(       ) 2
 DD3494  NAD 83(1986)-  33 32 02.10661(N)    079 01 46.56988(W) AD(       ) 3
 DD3494  NGVD 29 (11/30/89)    4.87   (m)           16.0    (f) LEVELING    3  
 DD3494
 DD3494.Superseded values are not recommended for survey control.
 DD3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3494.See file dsdata.txt to determine how the superseded data were derived.
 DD3494
 DD3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8296412218(NAD 83)
 DD3494_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3494_SETTING: 0 = UNSPECIFIED SETTING
 DD3494_STAMPING: 4900 1987
 DD3494_MARK LOGO: SCCC  
 DD3494_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3494+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3494
 DD3494  HISTORY     - Date     Condition        Report By
 DD3494  HISTORY     - 1987     MONUMENTED       SCCC
 DD3494  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 DD3494  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 DD3494
 DD3494                          STATION DESCRIPTION
 DD3494
 DD3494'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3494'THE STATION IS LOCATED IN GARDEN CITY POINT AT THE INLET HARBOUR
 DD3494'SUBDIVISION, APPROXIMATELY (0.4 MI) SOUTHWEST ALONG INLET HARBOUR
 DD3494'DRIVE FROM THE SECURITY GUARD HOUSE.
 DD3494'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3494'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3494'PROJECTING (0.5 FT) ABOVE THE SURFACE OF THE GROUND, (156.8 FT) NORTH
 DD3494'NORTHEAST FROM C.O.E. SURVEY MARKER 1+31.49, (108.0 FT) SOUTHWEST FROM
 DD3494'C.O.E. SURVEY MARKER 1+70.95.
 DD3494
 DD3494                          STATION RECOVERY (2001)
 DD3494
 DD3494'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 DD3494'MARK NOT FOUND.
 DD3494
 DD3494                          STATION RECOVERY (2004)
 DD3494
 DD3494'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4440 ***********************************************************************
 DD4440  DESIGNATION -  4900 B
 DD4440  PID         -  DD4440
 DD4440  STATE/COUNTY-  SC/GEORGETOWN
 DD4440  USGS QUAD   -  BROOKGREEN (1973)
 DD4440
 DD4440                         *CURRENT SURVEY CONTROL
 DD4440  ___________________________________________________________________
 DD4440* NAD 83(2001)-  33 32 02.12171(N)    079 01 46.54335(W)     ADJUSTED  
 DD4440* NAVD 88     -         4.421  (meters)      14.50   (feet)  ADJUSTED  
 DD4440  ___________________________________________________________________
 DD4440  X           -   1,012,780.496 (meters)                     COMP
 DD4440  Y           -  -5,224,711.001 (meters)                     COMP
 DD4440  Z           -   3,503,454.390 (meters)                     COMP
 DD4440  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DD4440  ELLIP HEIGHT-         -30.36  (meters)          (03/27/03) GPS OBS
 DD4440  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD4440  DYNAMIC HT  -           4.416 (meters)      14.49  (feet)  COMP
 DD4440  MODELED GRAV-     979,579.7   (mgal)                       NAVD 88
 DD4440
 DD4440  HORZ ORDER  -  FIRST
 DD4440  VERT ORDER  -  FIRST     CLASS II
 DD4440  ELLP ORDER  -  FOURTH    CLASS II
 DD4440
 DD4440.The horizontal coordinates were established by GPS observations
 DD4440.and adjusted by the National Geodetic Survey in March 2003..
 DD4440
 DD4440.The orthometric height was determined by differential leveling
 DD4440.and adjusted by the National Geodetic Survey in June 1991..
 DD4440
 DD4440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4440
 DD4440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4440
 DD4440.The ellipsoidal height was determined by GPS observations
 DD4440.and is referenced to NAD 83.
 DD4440
 DD4440.The geoid height was determined by GEOID03.
 DD4440
 DD4440.The dynamic height is computed by dividing the NAVD 88
 DD4440.geopotential number by the normal gravity value computed on the
 DD4440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4440.degrees latitude (g = 980.6199 gals.).
 DD4440
 DD4440.The modeled gravity was interpolated from observed gravity values.
 DD4440
 DD4440;                    North         East     Units Scale Factor Converg.
 DD4440;SPC SC       -   190,333.359   792,575.219   MT  0.99979644   +1 05 32.6
 DD4440;SPC SC       -   624,453.28  2,600,312.40   iFT  0.99979644   +1 05 32.6
 DD4440;UTM  17      - 3,712,218.611   682,964.518   MT  1.00001272   +1 05 19.7
 DD4440
 DD4440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4440!SPC SC       -   1.00000477  x   0.99979644  =   0.99980121
 DD4440!UTM  17      -   1.00000477  x   1.00001272  =   1.00001749
 DD4440
 DD4440|---------------------------------------------------------------------|
 DD4440| PID    Reference Object                     Distance      Geod. Az  |
 DD4440|                                                           dddmmss.s |
 DD4440| DD4632 4905                                257.989 METERS 03757     |
 DD4440|---------------------------------------------------------------------|
 DD4440
 DD4440                          SUPERSEDED SURVEY CONTROL
 DD4440
 DD4440  NAD 83(1995)-  33 32 02.12249(N)    079 01 46.54352(W) AD(       ) 1
 DD4440  ELLIP H (12/20/99)  -30.40   (m)                       GP(       ) 4 1
 DD4440  NAD 83(1986)-  33 32 02.13285(N)    079 01 46.54759(W) AD(       ) 1
 DD4440  NGVD 29 (05/09/91)    4.755  (m)           15.60   (f) ADJUSTED    1 2
 DD4440
 DD4440.Superseded values are not recommended for survey control.
 DD4440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4440.See file dsdata.txt to determine how the superseded data were derived.
 DD4440
 DD4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8296512219(NAD 83)
 DD4440_MARKER: I = METAL ROD
 DD4440_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DD4440_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DD4440_STAMPING: 4900 B 1990
 DD4440_MARK LOGO: NGS   
 DD4440_PROJECTION: PROJECTING 15 CENTIMETERS
 DD4440_MAGNETIC: I = MARKER IS A STEEL ROD
 DD4440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4440+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD4440_ROD/PIPE-DEPTH: 17.7 meters
 DD4440_SLEEVE-DEPTH  : 0.9 meters
 DD4440
 DD4440  HISTORY     - Date     Condition        Report By
 DD4440  HISTORY     - 1990     MONUMENTED       NGS
 DD4440  HISTORY     - 19900508 GOOD             NGS
 DD4440  HISTORY     - 19900920 GOOD             NGS
 DD4440  HISTORY     - 20011117 GOOD             USPSQD
 DD4440  HISTORY     - 20040903 GOOD             USPSQD
 DD4440  HISTORY     - 20051112 GOOD             USPSQD
 DD4440  HISTORY     - 20051128 GOOD             USPSQD
 DD4440
 DD4440                          STATION DESCRIPTION
 DD4440
 DD4440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4440'1.7 KM (1.06 MI) NORTHEASTERLY ALONG ATLANTIC AVENUE FROM THE
 DD4440'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN GARDEN CITY, THENCE 5.8 KM
 DD4440'(3.60 MI) SOUTHWESTERLY ALONG WACCAMAW DRIVE, AT A CURVE IN THE ROAD
 DD4440'JUST AFTER THE PAVEMENT ENDS, 44.0 M (144.36 FT) SOUTH-SOUTHEAST OF
 DD4440'THE CENTER OF A DRIVEWAY, 27.1 M (88.91 FT) SOUTHEAST OF A LINE OF
 DD4440'POSTS LEADING NORTHEAST-SOUTHWEST, 0.4 M (1.31 FT) NORTHEAST OF A
 DD4440'WITNESS POST, AND 4.6 M (15.09 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 DD4440'NOTE--ACCESS TO THE DATUM P0INT IS THROUGH A 5-INCH LOGO CAP.
 DD4440
 DD4440                          STATION RECOVERY (1990)
 DD4440
 DD4440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4440'THE STATION IS LOCATED IN GARDEN CITY, IN THE INLET HARBOR
 DD4440'SUBDIVISION, ABOUT 0.64 KM (0.40 MI) SOUTHWEST FROM THE SECURITY
 DD4440'GUARD HOUSE ALONG INLET HARBOR DRIVE.
 DD4440'OWNERSHIP--NORTH INLET CORP. (WALLACE STREET), P.O. BOX 1746,
 DD4440'GEORGETOWN, SC 29442, PHONE 803-546-4176.
 DD4440'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4440'AND ATLANTIC AVENUE (S-26-51), JUST NORTHWEST OF GARDEN CITY, GO EAST
 DD4440'ON ATLANTIC AVENUE FOR 1.68 KM (1.04 MI) TO A PAVED CROSSROAD
 DD4440'(WACCAMAW DRIVE), TURN RIGHT AND GO SOUTH ALONG THE BEACH FOR 5.20 KM
 DD4440'(3.23 MI) TO A SECURITY GUARD HOUSE.  PASS THRU THE GATE AND CONTINUE
 DD4440'SOUTH FOR 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT AT A CURVE IN
 DD4440'THE ROAD AND JUST AFTER THE PAVED ROAD ENDS.
 DD4440'THE STATION IS LOCATED 48.6 M (159.4 FT) EAST-NORTHEAST OF THE CORNER
 DD4440'POST WHERE A LINE OF WOODEN POSTS TURNS TO THE SOUTHEAST, 44.0 M
 DD4440'(144.4 FT) SOUTH-SOUTHEAST OF CENTER OF DRIVE LEADING FROM CURVE IN
 DD4440'THE ROAD, 27.1 M (88.9 FT) SOUTHEAST OF A LINE OF 8-INCH SQUARE AND 2
 DD4440'FOOT HIGH WOODEN POSTS LEADING NORTHEAST AND SOUTHWEST, 0.4 M
 DD4440'(1.3 FT) NORTHEAST OF A WITNESS POST AND ABOUT 4.6 M (15.1 FT) ABOVE
 DD4440'DRIVE.
 DD4440'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DD4440
 DD4440                          STATION RECOVERY (2001)
 DD4440
 DD4440'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 DD4440'RECOVERED IN GOOD CONDITION.
 DD4440
 DD4440                          STATION RECOVERY (2004)
 DD4440
 DD4440'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4440'RECOVERED IN GOOD CONDITION.
 DD4440
 DD4440                          STATION RECOVERY (2005)
 DD4440
 DD4440'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD4440'RECOVERED IN GOOD CONDITION.
 DD4440
 DD4440                          STATION RECOVERY (2005)
 DD4440
 DD4440'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4600 ***********************************************************************
 DD4600  DESIGNATION -  4905
 DD4600  PID         -  DD4600
 DD4600  STATE/COUNTY-  SC/GEORGETOWN
 DD4600  USGS QUAD   -  BROOKGREEN (1973)
 DD4600
 DD4600                         *CURRENT SURVEY CONTROL
 DD4600  ___________________________________________________________________
 DD4600* NAD 83(1986)-  33 32 09.     (N)    079 01 57.     (W)     SCALED    
 DD4600* NAVD 88     -         2.405  (meters)       7.89   (feet)  ADJUSTED  
 DD4600  ___________________________________________________________________
 DD4600  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD4600  DYNAMIC HT  -           2.402 (meters)       7.88  (feet)  COMP
 DD4600  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 DD4600
 DD4600  VERT ORDER  -  THIRD
 DD4600
 DD4600.The horizontal coordinates were scaled from a topographic map and have
 DD4600.an estimated accuracy of +/- 6 seconds.
 DD4600
 DD4600.The orthometric height was determined by differential leveling
 DD4600.and adjusted by the National Geodetic Survey in April 1995..
 DD4600
 DD4600.The geoid height was determined by GEOID03.
 DD4600
 DD4600.The dynamic height is computed by dividing the NAVD 88
 DD4600.geopotential number by the normal gravity value computed on the
 DD4600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4600.degrees latitude (g = 980.6199 gals.).
 DD4600
 DD4600.The modeled gravity was interpolated from observed gravity values.
 DD4600
 DD4600;                    North         East    Units  Estimated Accuracy
 DD4600;SPC SC       -   190,540.      792,300.      MT  (+/- 180 meters Scaled)
 DD4600
 DD4600                          SUPERSEDED SURVEY CONTROL
 DD4600
 DD4600  NGVD 29 (05/09/91)    2.739  (m)            8.99   (f) ADJUSTED    3 0
 DD4600
 DD4600.Superseded values are not recommended for survey control.
 DD4600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4600.See file dsdata.txt to determine how the superseded data were derived.
 DD4600
 DD4600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT826124(NAD 83)
 DD4600_MARKER: DD = SURVEY DISK
 DD4600_SETTING: 0 = UNSPECIFIED SETTING
 DD4600_STAMPING: 4905 1988
 DD4600_MARK LOGO: SCCC  
 DD4600_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4600+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD4600
 DD4600  HISTORY     - Date     Condition        Report By
 DD4600  HISTORY     - 1988     MONUMENTED       SCCC
 DD4600  HISTORY     - 19900924 GOOD             NGS
 DD4600
 DD4600                          STATION DESCRIPTION
 DD4600
 DD4600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4600'THE STATION IS LOCATED IN GARDEN CITY, IN THE INLET HARBOR
 DD4600'SUBDIVISION, ABOUT 0.64 KM (0.40 MI) SOUTHWEST FROM THE SECURITY
 DD4600'GUARD HOUSE ALONG INLET HARBOR DRIVE.
 DD4600'OWNERSHIP--NORTH INLET CORP. (WALLACE STREET), P.O. BOX 1746,
 DD4600'GEORGETOWN, SC 29442, PHONE 803-546-4176.
 DD4600'TO REACH THE STATION FROM U.S. HIGHWAY 17 BUSINESS AND ATLANTIC AVE.
 DD4600'(S-26-51), GO EAST ON ATLANTIC AVE. FOR 1.68 KM (1.04 MI) TO A PAVED
 DD4600'CROSS ROAD (WACCAMAW DR.), TURN RIGHT AND GO SOUTH ALONG BEACH FOR
 DD4600'5.20 KM (3.23 MI) TO A SECURITY GUARD HOUSE.  PASS THROUGH THE GATE
 DD4600'AND CONTINUE SOUTH FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 DD4600'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4600'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE PROJECTING 0.02 M
 DD4600'(0.07 FT) , LOCATED 14.6 M (47.9 FT) SOUTHEAST FROM THE CENTER OF THE
 DD4600'PAVED ROAD, 7.0 M (23.0 FT) SOUTHEAST FROM THE CENTER OF AN ELECTRIC
 DD4600'JUNCTION BOX AND 0.65 M (2.13 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 DD4600'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4632 ***********************************************************************
 DD4632  DESIGNATION -  4905
 DD4632  PID         -  DD4632
 DD4632  STATE/COUNTY-  SC/GEORGETOWN
 DD4632  USGS QUAD   -  BROOKGREEN (1973)
 DD4632
 DD4632                         *CURRENT SURVEY CONTROL
 DD4632  ___________________________________________________________________
 DD4632* NAD 83(2001)-  33 32 08.72464(N)    079 01 40.39405(W)     ADJUSTED  
 DD4632* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 DD4632  ___________________________________________________________________
 DD4632  X           -   1,012,914.549 (meters)                     COMP
 DD4632  Y           -  -5,224,568.830 (meters)                     COMP
 DD4632  Z           -   3,503,622.850 (meters)                     COMP
 DD4632  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DD4632  ELLIP HEIGHT-         -32.37  (meters)          (03/27/03) GPS OBS
 DD4632  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD4632
 DD4632  HORZ ORDER  -  SECOND
 DD4632  ELLP ORDER  -  FOURTH    CLASS II
 DD4632
 DD4632.The horizontal coordinates were established by GPS observations
 DD4632.and adjusted by the National Geodetic Survey in March 2003..
 DD4632
 DD4632.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD4632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD4632
 DD4632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4632
 DD4632.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4632
 DD4632.The ellipsoidal height was determined by GPS observations
 DD4632.and is referenced to NAD 83.
 DD4632
 DD4632.The geoid height was determined by GEOID03.
 DD4632
 DD4632;                    North         East     Units Scale Factor Converg.
 DD4632;SPC SC       -   190,539.739   792,729.939   MT  0.99979636   +1 05 36.0
 DD4632;SPC SC       -   625,130.38  2,600,820.01   iFT  0.99979636   +1 05 36.0
 DD4632;UTM  17      - 3,712,425.026   683,119.285   MT  1.00001342   +1 05 23.3
 DD4632
 DD4632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4632!SPC SC       -   1.00000508  x   0.99979636  =   0.99980144
 DD4632!UTM  17      -   1.00000508  x   1.00001342  =   1.00001850
 DD4632
 DD4632:                Primary Azimuth Mark                     Grid Az
 DD4632:SPC SC       -  4910                                     036 27 17.6
 DD4632:UTM  17      -  4910                                     036 27 30.3
 DD4632
 DD4632|---------------------------------------------------------------------|
 DD4632| PID    Reference Object                     Distance      Geod. Az  |
 DD4632|                                                           dddmmss.s |
 DD4632| DD3495 4910                                435.646 METERS 0373253.6 |
 DD4632|---------------------------------------------------------------------|
 DD4632
 DD4632                          SUPERSEDED SURVEY CONTROL
 DD4632
 DD4632  NAD 83(1995)-  33 32 08.72546(N)    079 01 40.39420(W) AD(       ) 2
 DD4632  ELLIP H (12/20/99)  -32.42   (m)                       GP(       ) 4 1
 DD4632  NAD 83(1986)-  33 32 08.73575(N)    079 01 40.39830(W) AD(       ) 2
 DD4632  NGVD 29 (04/08/91)    2.7    (m)            9.     (f) GPS OBS        
 DD4632
 DD4632.Superseded values are not recommended for survey control.
 DD4632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4632.See file dsdata.txt to determine how the superseded data were derived.
 DD4632
 DD4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8311912425(NAD 83)
 DD4632_MARKER: DD = SURVEY DISK
 DD4632_SETTING: 0 = UNSPECIFIED SETTING
 DD4632_STAMPING: 4905 1988
 DD4632_MARK LOGO: SCCC  
 DD4632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4632+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD4632
 DD4632  HISTORY     - Date     Condition        Report By
 DD4632  HISTORY     - UNK      MONUMENTED
 DD4632  HISTORY     - 19900228 GOOD             NGS
 DD4632  HISTORY     - 20011117 GOOD             USPSQD
 DD4632  HISTORY     - 20040903 GOOD             USPSQD
 DD4632  HISTORY     - 20051112 GOOD             USPSQD
 DD4632  HISTORY     - 20051128 GOOD             USPSQD
 DD4632
 DD4632                          STATION DESCRIPTION
 DD4632
 DD4632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4632'THE STATION IS LOCATED IN GARDEN CITY, IN THE INLET HARBOR
 DD4632'SUBDIVISION, ABOUT 0.64 KM (0.40 MI) SOUTHWEST FROM THE SECURITY GUARD
 DD4632'HOUSE ALONG INLET HARBOR DRIVE.
 DD4632'OWNERSHIP--NORTH INLET CORP. (WALLACE STREET), P.O. BOX 1746,
 DD4632'GEORGETOWN, SC 29442, PHONE 803-546-4176.
 DD4632'TO REACH THE STATION FROM U.S. HIGHWAY 17 BUSINESS AND ATLANTIC AVE.
 DD4632'(S-26-51), GO EAST ON ATLANTIC AVE. FOR 1.68 KM (1.05 MI) TO A PAVED
 DD4632'CROSS ROAD (WACCAMAW DR.), TURN RIGHT AND GO SOUTH ALONG BEACH FOR
 DD4632'5.20 KM (3.25 MI) TO A SECURITY GUARD HOUSE.  PASS THROUGH THE GATE
 DD4632'AND CONTINUE SOUTH FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 DD4632'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4632'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE PROJECTING 0.02 M
 DD4632'(0.1 FT), LOCATED 14.6 M (47.9 FT) SOUTHEAST FROM THE CENTER OF THE
 DD4632'PAVED ROAD, 7.0 M (23.0 FT) SOUTHEAST FROM THE CENTER OF AN ELECTRIC
 DD4632'JUNCTION BOX AND 0.65 M (2.1 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 DD4632'POST.
 DD4632
 DD4632                          STATION RECOVERY (2001)
 DD4632
 DD4632'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 DD4632'RECOVERED IN GOOD CONDITION.
 DD4632
 DD4632                          STATION RECOVERY (2004)
 DD4632
 DD4632'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4632'RECOVERED IN GOOD CONDITION.
 DD4632
 DD4632                          STATION RECOVERY (2005)
 DD4632
 DD4632'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD4632'RECOVERED IN GOOD CONDITION.
 DD4632
 DD4632                          STATION RECOVERY (2005)
 DD4632
 DD4632'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4599 ***********************************************************************
 DD4599  DESIGNATION -  4915
 DD4599  PID         -  DD4599
 DD4599  STATE/COUNTY-  SC/GEORGETOWN
 DD4599  USGS QUAD   -  BROOKGREEN (1973)
 DD4599
 DD4599                         *CURRENT SURVEY CONTROL
 DD4599  ___________________________________________________________________
 DD4599* NAD 83(2001)-  33 32 26.46211(N)    079 01 26.10383(W)     ADJUSTED  
 DD4599* NAVD 88     -         2.854  (meters)       9.36   (feet)  ADJUSTED  
 DD4599  ___________________________________________________________________
 DD4599  X           -   1,013,219.093 (meters)                     COMP
 DD4599  Y           -  -5,224,202.599 (meters)                     COMP
 DD4599  Z           -   3,504,078.593 (meters)                     COMP
 DD4599  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DD4599  ELLIP HEIGHT-         -31.93  (meters)          (03/27/03) GPS OBS
 DD4599  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD4599  DYNAMIC HT  -           2.851 (meters)       9.35  (feet)  COMP
 DD4599  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DD4599
 DD4599  HORZ ORDER  -  SECOND
 DD4599  VERT ORDER  -  THIRD
 DD4599  ELLP ORDER  -  FOURTH    CLASS II
 DD4599
 DD4599.The horizontal coordinates were established by GPS observations
 DD4599.and adjusted by the National Geodetic Survey in March 2003..
 DD4599
 DD4599.The orthometric height was determined by differential leveling
 DD4599.and adjusted by the National Geodetic Survey in April 1995..
 DD4599
 DD4599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4599
 DD4599.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4599
 DD4599.The ellipsoidal height was determined by GPS observations
 DD4599.and is referenced to NAD 83.
 DD4599
 DD4599.The geoid height was determined by GEOID03.
 DD4599
 DD4599.The dynamic height is computed by dividing the NAVD 88
 DD4599.geopotential number by the normal gravity value computed on the
 DD4599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4599.degrees latitude (g = 980.6199 gals.).
 DD4599
 DD4599.The modeled gravity was interpolated from observed gravity values.
 DD4599
 DD4599;                    North         East     Units Scale Factor Converg.
 DD4599;SPC SC       -   191,093.051   793,088.055   MT  0.99979617   +1 05 43.9
 DD4599;SPC SC       -   626,945.71  2,601,994.93   iFT  0.99979617   +1 05 43.9
 DD4599;UTM  17      - 3,712,978.436   683,477.512   MT  1.00001504   +1 05 31.7
 DD4599
 DD4599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4599!SPC SC       -   1.00000501  x   0.99979617  =   0.99980118
 DD4599!UTM  17      -   1.00000501  x   1.00001504  =   1.00002005
 DD4599
 DD4599|---------------------------------------------------------------------|
 DD4599| PID    Reference Object                     Distance      Geod. Az  |
 DD4599|                                                           dddmmss.s |
 DD4599| DD3495 4910                                226.021 METERS 20710     |
 DD4599|---------------------------------------------------------------------|
 DD4599
 DD4599                          SUPERSEDED SURVEY CONTROL
 DD4599
 DD4599  NAD 83(1995)-  33 32 26.46293(N)    079 01 26.10397(W) AD(       ) 2
 DD4599  ELLIP H (12/20/99)  -31.97   (m)                       GP(       ) 4 1
 DD4599  NAD 83(1986)-  33 32 26.47324(N)    079 01 26.10810(W) AD(       ) 2
 DD4599  NGVD 29 (05/09/91)    3.188  (m)           10.46   (f) ADJUSTED    3 0
 DD4599
 DD4599.Superseded values are not recommended for survey control.
 DD4599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4599.See file dsdata.txt to determine how the superseded data were derived.
 DD4599
 DD4599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8347812978(NAD 83)
 DD4599_MARKER: DD = SURVEY DISK
 DD4599_SETTING: 0 = UNSPECIFIED SETTING
 DD4599_STAMPING: 4915 1988
 DD4599_MARK LOGO: SCCC  
 DD4599_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4599+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD4599
 DD4599  HISTORY     - Date     Condition        Report By
 DD4599  HISTORY     - 1988     MONUMENTED       SCCC
 DD4599  HISTORY     - 19900920 GOOD             NGS
 DD4599  HISTORY     - 20011117 POOR             USPSQD
 DD4599  HISTORY     - 20040903 GOOD             USPSQD
 DD4599  HISTORY     - 20051112 GOOD             USPSQD
 DD4599  HISTORY     - 20051128 GOOD             USPSQD
 DD4599
 DD4599                          STATION DESCRIPTION
 DD4599
 DD4599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4599'THE STATION IS LOCATED IN GARDEN CITY, SOUTHWEST OF WACCAMAW DRIVE AND
 DD4599'DOLPHIN DRIVE, WEST-NORTHWEST OF A HOUSE WITH A SIGN (LUCKY LADY).
 DD4599'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4599'SC 29202, PHONE 803-737-1314.
 DD4599'TO REACH THE STATION FROM U.S. HIGHWAY BUSINESS AND ATLANTIC AVE.
 DD4599'(S-26-51), GO EAST ON ATLANTIC AVE. FOR 1.68 KM (1.04 MI) TO A PAVED
 DD4599'CROSS ROAD (WACCAMAW DR.), TURN RIGHT AND GO SOUTH ALONG BEACH FOR
 DD4599'5.04 KM (3.13 MI) TO THE STATION ON THE LEFT.
 DD4599'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4599'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE PROJECTING 0.15 M
 DD4599'(0.49 FT) , LOCATED 11.8 M (38.7 FT) WEST OF THE SOUTHWEST CORNER OF
 DD4599'A WOODEN HOUSE, 7.8 M (25.6 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 DD4599'ROAD AND 0.37 M (1.21 FT) WEST-SOUTHWEST FROM A FIBERLASS WITNESS
 DD4599'POST.
 DD4599
 DD4599                          STATION RECOVERY (2001)
 DD4599
 DD4599'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 DD4599'MONUMENT UP-ROOTED AND BROKEN. NO MARKER FOUND.
 DD4599
 DD4599                          STATION RECOVERY (2004)
 DD4599
 DD4599'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4599'RECOVERED IN GOOD CONDITION.
 DD4599
 DD4599                          STATION RECOVERY (2005)
 DD4599
 DD4599'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD4599'RECOVERED IN GOOD CONDITION.
 DD4599
 DD4599                          STATION RECOVERY (2005)
 DD4599
 DD4599'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3496 ***********************************************************************
 DD3496  DESIGNATION -  4920
 DD3496  PID         -  DD3496
 DD3496  STATE/COUNTY-  SC/GEORGETOWN
 DD3496  USGS QUAD   -  BROOKGREEN (1973)
 DD3496
 DD3496                         *CURRENT SURVEY CONTROL
 DD3496  ___________________________________________________________________
 DD3496* NAD 83(2001)-  33 32 38.28731(N)    079 01 21.68972(W)     ADJUSTED  
 DD3496* NAVD 88     -         2.433  (meters)       7.98   (feet)  ADJUSTED  
 DD3496  ___________________________________________________________________
 DD3496  X           -   1,013,292.493 (meters)                     COMP
 DD3496  Y           -  -5,223,982.953 (meters)                     COMP
 DD3496  Z           -   3,504,382.024 (meters)                     COMP
 DD3496  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DD3496  ELLIP HEIGHT-         -32.34  (meters)          (03/27/03) GPS OBS
 DD3496  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD3496  DYNAMIC HT  -           2.431 (meters)       7.98  (feet)  COMP
 DD3496  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 DD3496
 DD3496  HORZ ORDER  -  SECOND
 DD3496  VERT ORDER  -  THIRD
 DD3496  ELLP ORDER  -  FOURTH    CLASS II
 DD3496
 DD3496.The horizontal coordinates were established by GPS observations
 DD3496.and adjusted by the National Geodetic Survey in March 2003..
 DD3496
 DD3496.The orthometric height was determined by differential leveling
 DD3496.and adjusted by the National Geodetic Survey in April 1995..
 DD3496
 DD3496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3496
 DD3496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3496
 DD3496.The ellipsoidal height was determined by GPS observations
 DD3496.and is referenced to NAD 83.
 DD3496
 DD3496.The geoid height was determined by GEOID03.
 DD3496
 DD3496.The dynamic height is computed by dividing the NAVD 88
 DD3496.geopotential number by the normal gravity value computed on the
 DD3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3496.degrees latitude (g = 980.6199 gals.).
 DD3496
 DD3496.The modeled gravity was interpolated from observed gravity values.
 DD3496
 DD3496;                    North         East     Units Scale Factor Converg.
 DD3496;SPC SC       -   191,459.416   793,194.925   MT  0.99979604   +1 05 46.4
 DD3496;SPC SC       -   628,147.69  2,602,345.55   iFT  0.99979604   +1 05 46.4
 DD3496;UTM  17      - 3,713,344.876   683,584.427   MT  1.00001552   +1 05 34.5
 DD3496
 DD3496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3496!SPC SC       -   1.00000508  x   0.99979604  =   0.99980112
 DD3496!UTM  17      -   1.00000508  x   1.00001552  =   1.00002060
 DD3496
 DD3496|---------------------------------------------------------------------|
 DD3496| PID    Reference Object                     Distance      Geod. Az  |
 DD3496|                                                           dddmmss.s |
 DD3496| DD4599 4915                                381.712 METERS 19722     |
 DD3496|---------------------------------------------------------------------|
 DD3496
 DD3496                          SUPERSEDED SURVEY CONTROL
 DD3496
 DD3496  NAD 83(1995)-  33 32 38.28812(N)    079 01 21.68986(W) AD(       ) 2
 DD3496  ELLIP H (12/20/99)  -32.39   (m)                       GP(       ) 4 1
 DD3496  NAD 83(1986)-  33 32 38.29834(N)    079 01 21.69342(W) AD(       ) 2
 DD3496  NAD 83(1986)-  33 32 38.30104(N)    079 01 21.68932(W) AD(       ) 3
 DD3496  NGVD 29 (05/09/91)    2.768  (m)            9.08   (f) ADJUSTED    3 0
 DD3496
 DD3496.Superseded values are not recommended for survey control.
 DD3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3496.See file dsdata.txt to determine how the superseded data were derived.
 DD3496
 DD3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8358413345(NAD 83)
 DD3496_MARKER: DD = SURVEY DISK
 DD3496_SETTING: 0 = UNSPECIFIED SETTING
 DD3496_STAMPING: 4920 1987
 DD3496_MARK LOGO: SCCC  
 DD3496_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3496+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD3496
 DD3496  HISTORY     - Date     Condition        Report By
 DD3496  HISTORY     - 1987     MONUMENTED       SCCC
 DD3496  HISTORY     - 19900920 GOOD             NGS
 DD3496  HISTORY     - 20011117 GOOD             USPSQD
 DD3496  HISTORY     - 20040903 GOOD             USPSQD
 DD3496  HISTORY     - 20051112 GOOD             USPSQD
 DD3496  HISTORY     - 20051128 GOOD             USPSQD
 DD3496
 DD3496                          STATION DESCRIPTION
 DD3496
 DD3496'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3496'THE STATION IS LOCATED IN GARDEN CITY AT THE WEST QUADRANT OF THE
 DD3496'INTERSECTION OF WACCAMAW DRIVE (S-22-65) AND POMPANO DRIVE (S-22-597).
 DD3496'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3496'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3496'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (3.7 FT)
 DD3496'SOUTHEAST FROM THE CONCRETE METER VALVE WITNESS POST, (15.0 FT) SOUTH
 DD3496'SOUTHWEST FROM THE CENTERLINE OF POMPANO DRIVE, (19.3 FT) WEST
 DD3496'NORTHWEST FROM THE CENTERLINE OF WACCAMAW DRIVE.
 DD3496
 DD3496                          STATION RECOVERY (1990)
 DD3496
 DD3496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3496'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3496'SC 29202, PHONE 803-737-1314.
 DD3496'TO REACH THE STATION FROM U.S. HIGHWAY 17 BUSINESS AND ATLANTIC AVE.
 DD3496'(S-26-51), GO EAST ON ATLANTIC AVE. FOR 1.68 KM (1.04 MI) TO A PAVED
 DD3496'CROSS ROAD (WACCAMAW DR.), TURN RIGHT AND GO SOUTH ALONG BEACH FOR
 DD3496'4.72 KM (2.93 MI) TO THE STATION ON THE RIGHT.
 DD3496'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3496'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE PROJECTING 0.08 M
 DD3496'(0.26 FT) , LOCATED 5.9 M (19.4 FT) WEST-NORTHWEST OF THE CENTERLINE
 DD3496'OF WACCAMAW DIRVE, 5.2 M (17.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 DD3496'OF POMPANO DRIVE AND 0.33 M (1.08 FT) SOUTHEAST OF A FIBERGLASS
 DD3496'WITNESS POST.
 DD3496
 DD3496                          STATION RECOVERY (2001)
 DD3496
 DD3496'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 DD3496'RECOVERED IN GOOD CONDITION.
 DD3496
 DD3496                          STATION RECOVERY (2004)
 DD3496
 DD3496'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3496'RECOVERED IN GOOD CONDITION.
 DD3496
 DD3496                          STATION RECOVERY (2005)
 DD3496
 DD3496'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD3496'RECOVERED IN GOOD CONDITION.
 DD3496
 DD3496                          STATION RECOVERY (2005)
 DD3496
 DD3496'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4598 ***********************************************************************
 DD4598  DESIGNATION -  4925
 DD4598  PID         -  DD4598
 DD4598  STATE/COUNTY-  SC/GEORGETOWN
 DD4598  USGS QUAD   -  BROOKGREEN (1973)
 DD4598
 DD4598                         *CURRENT SURVEY CONTROL
 DD4598  ___________________________________________________________________
 DD4598* NAD 83(2001)-  33 32 49.93588(N)    079 01 16.74577(W)     ADJUSTED  
 DD4598* NAVD 88     -         2.533  (meters)       8.31   (feet)  ADJUSTED  
 DD4598  ___________________________________________________________________
 DD4598  X           -   1,013,379.955 (meters)                     COMP
 DD4598  Y           -  -5,223,764.063 (meters)                     COMP
 DD4598  Z           -   3,504,681.196 (meters)                     COMP
 DD4598  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DD4598  ELLIP HEIGHT-         -32.23  (meters)          (03/27/03) GPS OBS
 DD4598  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD4598  DYNAMIC HT  -           2.530 (meters)       8.30  (feet)  COMP
 DD4598  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DD4598
 DD4598  HORZ ORDER  -  SECOND
 DD4598  VERT ORDER  -  THIRD
 DD4598  ELLP ORDER  -  FOURTH    CLASS II
 DD4598
 DD4598.The horizontal coordinates were established by GPS observations
 DD4598.and adjusted by the National Geodetic Survey in March 2003..
 DD4598
 DD4598.The orthometric height was determined by differential leveling
 DD4598.and adjusted by the National Geodetic Survey in April 1995..
 DD4598
 DD4598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4598
 DD4598.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4598
 DD4598.The ellipsoidal height was determined by GPS observations
 DD4598.and is referenced to NAD 83.
 DD4598
 DD4598.The geoid height was determined by GEOID03.
 DD4598
 DD4598.The dynamic height is computed by dividing the NAVD 88
 DD4598.geopotential number by the normal gravity value computed on the
 DD4598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4598.degrees latitude (g = 980.6199 gals.).
 DD4598
 DD4598.The modeled gravity was interpolated from observed gravity values.
 DD4598
 DD4598;                    North         East     Units Scale Factor Converg.
 DD4598;SPC SC       -   191,820.604   793,315.554   MT  0.99979592   +1 05 49.1
 DD4598;SPC SC       -   629,332.69  2,602,741.32   iFT  0.99979592   +1 05 49.1
 DD4598;UTM  17      - 3,713,706.136   683,705.103   MT  1.00001607   +1 05 37.6
 DD4598
 DD4598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4598!SPC SC       -   1.00000506  x   0.99979592  =   0.99980098
 DD4598!UTM  17      -   1.00000506  x   1.00001607  =   1.00002113
 DD4598
 DD4598|---------------------------------------------------------------------|
 DD4598| PID    Reference Object                     Distance      Geod. Az  |
 DD4598|                                                           dddmmss.s |
 DD4598| DD3496 4920                                380.877 METERS 19934     |
 DD4598|---------------------------------------------------------------------|
 DD4598
 DD4598                          SUPERSEDED SURVEY CONTROL
 DD4598
 DD4598  NAD 83(1995)-  33 32 49.93667(N)    079 01 16.74591(W) AD(       ) 2
 DD4598  ELLIP H (12/20/99)  -32.28   (m)                       GP(       ) 4 1
 DD4598  NAD 83(1986)-  33 32 49.94688(N)    079 01 16.75009(W) AD(       ) 2
 DD4598  NGVD 29 (05/09/91)    2.868  (m)            9.41   (f) ADJUSTED    3 0
 DD4598
 DD4598.Superseded values are not recommended for survey control.
 DD4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4598.See file dsdata.txt to determine how the superseded data were derived.
 DD4598
 DD4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8370513706(NAD 83)
 DD4598_MARKER: DD = SURVEY DISK
 DD4598_SETTING: 0 = UNSPECIFIED SETTING
 DD4598_STAMPING: 4925 1988
 DD4598_MARK LOGO: SCCC  
 DD4598_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4598+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD4598
 DD4598  HISTORY     - Date     Condition        Report By
 DD4598  HISTORY     - 1988     MONUMENTED       SCCC
 DD4598  HISTORY     - 19900920 GOOD             NGS
 DD4598  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 DD4598  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 DD4598
 DD4598                          STATION DESCRIPTION
 DD4598
 DD4598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4598'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4598'SC 29202, PHONE 803-737-1314.
 DD4598'TO REACH THE STATION FROM U.S. HIGHWAY 17 BUSINESS AND ATLANTIC AVE.
 DD4598'(S-26-51), GO EAST ON ATLANTIC AVE. FOR 1.68 KM (1.04 MI) TO A PAVED
 DD4598'CROSS ROAD (WACCAMAW DR.), TURN RIGHT AND GO SOUTH ALONG BEACH FOR
 DD4598'4.16 KM (2.58 MI) TO THE STATION ON THE LEFT.
 DD4598'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4598'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE FLUSH WITH THE
 DD4598'GROUND, LOCATED 6.65 M (21.82 FT) EAST-SOUTHEAST OF WACCAMAW DRIVE,
 DD4598'2.0 M (6.6 FT) NORTH-NORTHEST OF A POWER POLE AND 0.45 M (1.48 FT)
 DD4598'EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 DD4598
 DD4598                          STATION RECOVERY (2001)
 DD4598
 DD4598'RECOVERY NOTE BY US POWER SQUADRON 2001 (SSG)
 DD4598'MARK NOT FOUND.
 DD4598
 DD4598                          STATION RECOVERY (2004)
 DD4598
 DD4598'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3497 ***********************************************************************
 DD3497  DESIGNATION -  4930
 DD3497  PID         -  DD3497
 DD3497  STATE/COUNTY-  SC/GEORGETOWN
 DD3497  USGS QUAD   -  BROOKGREEN (1973)
 DD3497
 DD3497                         *CURRENT SURVEY CONTROL
 DD3497  ___________________________________________________________________
 DD3497* NAD 83(2001)-  33 32 57.26798(N)    079 01 14.03960(W)     ADJUSTED  
 DD3497* NAVD 88     -         2.590  (meters)       8.50   (feet)  ADJUSTED  
 DD3497  ___________________________________________________________________
 DD3497  X           -   1,013,424.722 (meters)                     COMP
 DD3497  Y           -  -5,223,628.254 (meters)                     COMP
 DD3497  Z           -   3,504,869.491 (meters)                     COMP
 DD3497  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DD3497  ELLIP HEIGHT-         -32.18  (meters)          (03/27/03) GPS OBS
 DD3497  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD3497  DYNAMIC HT  -           2.588 (meters)       8.49  (feet)  COMP
 DD3497  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 DD3497
 DD3497  HORZ ORDER  -  SECOND
 DD3497  VERT ORDER  -  THIRD
 DD3497  ELLP ORDER  -  FOURTH    CLASS II
 DD3497
 DD3497.The horizontal coordinates were established by GPS observations
 DD3497.and adjusted by the National Geodetic Survey in March 2003..
 DD3497
 DD3497.The orthometric height was determined by differential leveling
 DD3497.and adjusted by the National Geodetic Survey in April 1995..
 DD3497
 DD3497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3497
 DD3497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3497
 DD3497.The ellipsoidal height was determined by GPS observations
 DD3497.and is referenced to NAD 83.
 DD3497
 DD3497.The geoid height was determined by GEOID03.
 DD3497
 DD3497.The dynamic height is computed by dividing the NAVD 88
 DD3497.geopotential number by the normal gravity value computed on the
 DD3497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3497.degrees latitude (g = 980.6199 gals.).
 DD3497
 DD3497.The modeled gravity was interpolated from observed gravity values.
 DD3497
 DD3497;                    North         East     Units Scale Factor Converg.
 DD3497;SPC SC       -   192,047.752   793,381.015   MT  0.99979584   +1 05 50.6
 DD3497;SPC SC       -   630,077.93  2,602,956.09   iFT  0.99979584   +1 05 50.6
 DD3497;UTM  17      - 3,713,933.330   683,770.591   MT  1.00001637   +1 05 39.3
 DD3497
 DD3497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3497!SPC SC       -   1.00000505  x   0.99979584  =   0.99980089
 DD3497!UTM  17      -   1.00000505  x   1.00001637  =   1.00002142
 DD3497
 DD3497|---------------------------------------------------------------------|
 DD3497| PID    Reference Object                     Distance      Geod. Az  |
 DD3497|                                                           dddmmss.s |
 DD3497| DD4598 4925                                236.440 METERS 19710     |
 DD3497|---------------------------------------------------------------------|
 DD3497
 DD3497                          SUPERSEDED SURVEY CONTROL
 DD3497
 DD3497  NAD 83(1995)-  33 32 57.26876(N)    079 01 14.03975(W) AD(       ) 2
 DD3497  ELLIP H (12/20/99)  -32.22   (m)                       GP(       ) 4 1
 DD3497  NAD 83(1986)-  33 32 57.27889(N)    079 01 14.04402(W) AD(       ) 2
 DD3497  NAD 83(1986)-  33 32 57.27755(N)    079 01 14.04228(W) AD(       ) 3
 DD3497  NGVD 29 (05/09/91)    2.924  (m)            9.59   (f) ADJUSTED    3 0
 DD3497
 DD3497.Superseded values are not recommended for survey control.
 DD3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3497.See file dsdata.txt to determine how the superseded data were derived.
 DD3497
 DD3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8377113933(NAD 83)
 DD3497_MARKER: DD = SURVEY DISK
 DD3497_SETTING: 0 = UNSPECIFIED SETTING
 DD3497_STAMPING: 4930 1987
 DD3497_MARK LOGO: SCCC  
 DD3497_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3497+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD3497
 DD3497  HISTORY     - Date     Condition        Report By
 DD3497  HISTORY     - 1987     MONUMENTED       SCCC
 DD3497  HISTORY     - 19900920 GOOD             NGS
 DD3497  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 DD3497  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 DD3497
 DD3497                          STATION DESCRIPTION
 DD3497
 DD3497'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3497'THE STATION IS LOCATED IN GARDEN CITY, APPROXIMATELY (0.35 MI)
 DD3497'SOUTHWEST FROM THE INTERSECTION OF WACCAMAW DRIVE (S-22-65) AND BASIN
 DD3497'TERRACE (S-22-533), LOCATED ALONG THE LAND SIDE OF WACCAMAW DRIVE.
 DD3497'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3497'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3497'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (57.7 FT) EAST
 DD3497'SOUTHEAST FROM THE SOUTH CORNER OF THE TWO-STORY FRAME HOUSE (THE
 DD3497'SANDPIPER), (22.6 FT) WEST NORTHWEST FROM THE CENTERLINE OF WACCAMAW
 DD3497'DRIVE, (33.6 FT) NORTHEAST FROM THE CONCRETE METER VALVE WITNESS POST.
 DD3497
 DD3497                          STATION RECOVERY (1990)
 DD3497
 DD3497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3497'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3497'SC 29202, PHONE 803-737-1314.
 DD3497'TO REACH THE STATION FROM U.S. HIGHWAY 17 BUSINESS AND ATLANTIC AVE.
 DD3497'(S-26-51), GO EAST ON ATLANTIC AVE. FOR 1.68 KM (1.04 MI) TO A PAVED
 DD3497'CROSS ROAD (WACCAMAW DR.), TURN RIGHT AND GO SOUTH ALONG BEACH FOR
 DD3497'3.92 KM (2.44 MI) TO THE STATION ON THE RIGHT.
 DD3497'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3497'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE PROJECTING 0.10 M
 DD3497'(0.33 FT) ABOVE THE GROUND, LOCATED 17.55 M (57.58 FT) EAST-SOUTHEAST
 DD3497'OF THE SOUTHEAST CORNER OF A HOUSE, 6.8 M (22.3 FT) WEST-NORTHWEST OF
 DD3497'THE CENTER OF WACCAMAW DRIVE AND 0.4 M (1.3 FT) SOUTHWEST OF A
 DD3497'FIBERGLASS WITNESS POST.
 DD3497
 DD3497                          STATION RECOVERY (2001)
 DD3497
 DD3497'RECOVERY NOTE BY US POWER SQUADRON 2001 (SSG)
 DD3497'MARK NOT FOUND.
 DD3497
 DD3497                          STATION RECOVERY (2004)
 DD3497
 DD3497'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4597 ***********************************************************************
 DD4597  DESIGNATION -  4935
 DD4597  PID         -  DD4597
 DD4597  STATE/COUNTY-  SC/GEORGETOWN
 DD4597  USGS QUAD   -  BROOKGREEN (1973)
 DD4597
 DD4597                         *CURRENT SURVEY CONTROL
 DD4597  ___________________________________________________________________
 DD4597* NAD 83(2001)-  33 33 06.98463(N)    079 01 08.09257(W)     ADJUSTED  
 DD4597* NAVD 88     -         2.419  (meters)       7.94   (feet)  ADJUSTED  
 DD4597  ___________________________________________________________________
 DD4597  X           -   1,013,543.786 (meters)                     COMP
 DD4597  Y           -  -5,223,436.473 (meters)                     COMP
 DD4597  Z           -   3,505,118.887 (meters)                     COMP
 DD4597  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DD4597  ELLIP HEIGHT-         -32.35  (meters)          (03/27/03) GPS OBS
 DD4597  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD4597  DYNAMIC HT  -           2.416 (meters)       7.93  (feet)  COMP
 DD4597  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DD4597
 DD4597  HORZ ORDER  -  SECOND
 DD4597  VERT ORDER  -  THIRD
 DD4597  ELLP ORDER  -  FOURTH    CLASS II
 DD4597
 DD4597.The horizontal coordinates were established by GPS observations
 DD4597.and adjusted by the National Geodetic Survey in March 2003..
 DD4597
 DD4597.The orthometric height was determined by differential leveling
 DD4597.and adjusted by the National Geodetic Survey in April 1995..
 DD4597
 DD4597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4597
 DD4597.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4597
 DD4597.The ellipsoidal height was determined by GPS observations
 DD4597.and is referenced to NAD 83.
 DD4597
 DD4597.The geoid height was determined by GEOID03.
 DD4597
 DD4597.The dynamic height is computed by dividing the NAVD 88
 DD4597.geopotential number by the normal gravity value computed on the
 DD4597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4597.degrees latitude (g = 980.6199 gals.).
 DD4597
 DD4597.The modeled gravity was interpolated from observed gravity values.
 DD4597
 DD4597;                    North         East     Units Scale Factor Converg.
 DD4597;SPC SC       -   192,349.940   793,528.635   MT  0.99979575   +1 05 53.9
 DD4597;SPC SC       -   631,069.36  2,603,440.40   iFT  0.99979575   +1 05 53.9
 DD4597;UTM  17      - 3,714,235.577   683,918.260   MT  1.00001704   +1 05 42.9
 DD4597
 DD4597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4597!SPC SC       -   1.00000508  x   0.99979575  =   0.99980083
 DD4597!UTM  17      -   1.00000508  x   1.00001704  =   1.00002212
 DD4597
 DD4597|---------------------------------------------------------------------|
 DD4597| PID    Reference Object                     Distance      Geod. Az  |
 DD4597|                                                           dddmmss.s |
 DD4597| DD3497 4930                                336.386 METERS 20708     |
 DD4597|---------------------------------------------------------------------|
 DD4597
 DD4597                          SUPERSEDED SURVEY CONTROL
 DD4597
 DD4597  NAD 83(1995)-  33 33 06.98540(N)    079 01 08.09274(W) AD(       ) 2
 DD4597  ELLIP H (12/20/99)  -32.40   (m)                       GP(       ) 4 1
 DD4597  NAD 83(1986)-  33 33 06.99554(N)    079 01 08.09696(W) AD(       ) 2
 DD4597  NGVD 29 (05/09/91)    2.751  (m)            9.03   (f) ADJUSTED    3 0
 DD4597
 DD4597.Superseded values are not recommended for survey control.
 DD4597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4597.See file dsdata.txt to determine how the superseded data were derived.
 DD4597
 DD4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8391814236(NAD 83)
 DD4597_MARKER: DD = SURVEY DISK
 DD4597_SETTING: 0 = UNSPECIFIED SETTING
 DD4597_STAMPING: 4935 1988
 DD4597_MARK LOGO: SCCC  
 DD4597_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4597+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD4597
 DD4597  HISTORY     - Date     Condition        Report By
 DD4597  HISTORY     - 1988     MONUMENTED       SCCC
 DD4597  HISTORY     - 19900920 GOOD             NGS
 DD4597  HISTORY     - 20050305 MARK NOT FOUND   USPSQD
 DD4597
 DD4597                          STATION DESCRIPTION
 DD4597
 DD4597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4597'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4597'SC 29202, PHONE 803-737-1314.
 DD4597'TO REACH THE STATION FROM U.S. HIGHWAY 17 BUSINESS AND ATLANTIC AVE.
 DD4597'(S-26-51), GO EAST ON ATLANTIC AVE. FOR 1.68 KM (1.04 MI) TO A PAVED
 DD4597'CROSS ROAD (WACCAMAW DR.), TURN RIGHT AND GO SOUTH ALONG BEACH FOR
 DD4597'3.60 KM (2.24 MI) TO THE STATION ON THE LEFT.
 DD4597'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4597'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE PROJECTING 0.10 M
 DD4597'(0.33 FT) ABOVE THE GROUND, LOCATED 32.7 M (107.3 FT) SOUTHWEST OF
 DD4597'THE SOUTHWEST CORNER OF A CONDOMINIUM, 10.1 M (33.1 FT) SOUTHEAST OF
 DD4597'THE CENTERLINE OF WACCAMAW DRIVE AND 0.42 M (1.38 FT) WEST-SOUTHWEST
 DD4597'OF A FIBERGLASS WITNESS POST.
 DD4597
 DD4597                          STATION RECOVERY (2005)
 DD4597
 DD4597'RECOVERY NOTE BY US POWER SQUADRON 2005 (RMH)
 DD4597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4596 ***********************************************************************
 DD4596  DESIGNATION -  4940 B
 DD4596  PID         -  DD4596
 DD4596  STATE/COUNTY-  SC/GEORGETOWN
 DD4596  USGS QUAD   -  BROOKGREEN (1973)
 DD4596
 DD4596                         *CURRENT SURVEY CONTROL
 DD4596  ___________________________________________________________________
 DD4596* NAD 83(2001)-  33 33 17.68303(N)    079 01 01.08217(W)     ADJUSTED  
 DD4596* NAVD 88     -         2.351  (meters)       7.71   (feet)  ADJUSTED  
 DD4596  ___________________________________________________________________
 DD4596  X           -   1,013,686.597 (meters)                     COMP
 DD4596  Y           -  -5,223,223.121 (meters)                     COMP
 DD4596  Z           -   3,505,393.536 (meters)                     COMP
 DD4596  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DD4596  ELLIP HEIGHT-         -32.42  (meters)          (03/27/03) GPS OBS
 DD4596  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD4596  DYNAMIC HT  -           2.349 (meters)       7.71  (feet)  COMP
 DD4596  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DD4596
 DD4596  HORZ ORDER  -  SECOND
 DD4596  VERT ORDER  -  THIRD
 DD4596  ELLP ORDER  -  FOURTH    CLASS II
 DD4596
 DD4596.The horizontal coordinates were established by GPS observations
 DD4596.and adjusted by the National Geodetic Survey in March 2003..
 DD4596
 DD4596.The orthometric height was determined by differential leveling
 DD4596.and adjusted by the National Geodetic Survey in April 1995..
 DD4596
 DD4596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4596
 DD4596.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4596
 DD4596.The ellipsoidal height was determined by GPS observations
 DD4596.and is referenced to NAD 83.
 DD4596
 DD4596.The geoid height was determined by GEOID03.
 DD4596
 DD4596.The dynamic height is computed by dividing the NAVD 88
 DD4596.geopotential number by the normal gravity value computed on the
 DD4596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4596.degrees latitude (g = 980.6199 gals.).
 DD4596
 DD4596.The modeled gravity was interpolated from observed gravity values.
 DD4596
 DD4596;                    North         East     Units Scale Factor Converg.
 DD4596;SPC SC       -   192,682.892   793,703.085   MT  0.99979564   +1 05 57.8
 DD4596;SPC SC       -   632,161.72  2,604,012.75   iFT  0.99979564   +1 05 57.8
 DD4596;UTM  17      - 3,714,568.594   684,092.766   MT  1.00001783   +1 05 47.0
 DD4596
 DD4596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4596!SPC SC       -   1.00000509  x   0.99979564  =   0.99980073
 DD4596!UTM  17      -   1.00000509  x   1.00001783  =   1.00002292
 DD4596
 DD4596|---------------------------------------------------------------------|
 DD4596| PID    Reference Object                     Distance      Geod. Az  |
 DD4596|                                                           dddmmss.s |
 DD4596| DD4597 4935                                375.962 METERS 20845     |
 DD4596|---------------------------------------------------------------------|
 DD4596
 DD4596                          SUPERSEDED SURVEY CONTROL
 DD4596
 DD4596  NAD 83(1995)-  33 33 17.68376(N)    079 01 01.08239(W) AD(       ) 2
 DD4596  ELLIP H (12/20/99)  -32.46   (m)                       GP(       ) 4 1
 DD4596  NAD 83(1986)-  33 33 17.69383(N)    079 01 01.08669(W) AD(       ) 2
 DD4596  NGVD 29 (05/09/91)    2.682  (m)            8.80   (f) ADJUSTED    3 0
 DD4596
 DD4596.Superseded values are not recommended for survey control.
 DD4596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4596.See file dsdata.txt to determine how the superseded data were derived.
 DD4596
 DD4596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8409314569(NAD 83)
 DD4596_MARKER: DD = SURVEY DISK
 DD4596_SETTING: 0 = UNSPECIFIED SETTING
 DD4596_STAMPING: 4940 B 1990
 DD4596_MARK LOGO: SCCC  
 DD4596_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4596+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4596
 DD4596  HISTORY     - Date     Condition        Report By
 DD4596  HISTORY     - 1990     MONUMENTED       NGS
 DD4596
 DD4596                          STATION DESCRIPTION
 DD4596
 DD4596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4596'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4596'SC 29202, PHONE 803-737-1314.
 DD4596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4596'(KINGS HIGHWAY) AND ATLANTIC AVENUE, ABOUT 1.6 KM (1.0 MI) NORTHEAST
 DD4596'OF THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS AND U.S. HIGHWAY 17, GO
 DD4596'SOUTHEAST ON ATLANTIC AVENUE FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 DD4596'WACCAMAW DRIVE, TURN RIGHT AND GO SOUTHWEST FOR 3.14 KM (1.95 MI) TO
 DD4596'THE STATION ON THE RIGHT ON THE EAST SIDE OF POWER POLE 57497.
 DD4596'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4596'PREFABRICATED MARK IN CONCRETE AND ENCASED IN A 4-INCH PVC PIPE WITH
 DD4596'A SCREW CAP.  LOCATED 6.9 M (22.6 FT) NORTHWEST FROM THE CENTER OF
 DD4596'WACCAMAW DRIVE, 1.9 M (6.2 FT) EAST-NORTHEAST OF POWER POLE 57497,
 DD4596'1.1 M (3.6 FT) SOUTHEAST FROM A TELEPHONE JUNCTION BOX AND 0.2 M
 DD4596'(0.7 FT) SOUTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3498 ***********************************************************************
 DD3498  DESIGNATION -  4950
 DD3498  PID         -  DD3498
 DD3498  STATE/COUNTY-  SC/GEORGETOWN
 DD3498  USGS QUAD   -  BROOKGREEN (1973)
 DD3498
 DD3498                         *CURRENT SURVEY CONTROL
 DD3498  ___________________________________________________________________
 DD3498* NAD 83(2001)-  33 33 33.15334(N)    079 00 48.65320(W)     ADJUSTED  
 DD3498* NAVD 88     -         1.973  (meters)       6.47   (feet)  ADJUSTED  
 DD3498  ___________________________________________________________________
 DD3498  X           -   1,013,951.061 (meters)                     COMP
 DD3498  Y           -  -5,222,903.081 (meters)                     COMP
 DD3498  Z           -   3,505,790.520 (meters)                     COMP
 DD3498  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DD3498  ELLIP HEIGHT-         -32.80  (meters)          (03/27/03) GPS OBS
 DD3498  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD3498  DYNAMIC HT  -           1.971 (meters)       6.47  (feet)  COMP
 DD3498  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 DD3498
 DD3498  HORZ ORDER  -  SECOND
 DD3498  VERT ORDER  -  THIRD
 DD3498  ELLP ORDER  -  FOURTH    CLASS II
 DD3498
 DD3498.The horizontal coordinates were established by GPS observations
 DD3498.and adjusted by the National Geodetic Survey in March 2003..
 DD3498
 DD3498.The orthometric height was determined by differential leveling
 DD3498.and adjusted by the National Geodetic Survey in April 1995..
 DD3498
 DD3498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3498
 DD3498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3498
 DD3498.The ellipsoidal height was determined by GPS observations
 DD3498.and is referenced to NAD 83.
 DD3498
 DD3498.The geoid height was determined by GEOID03.
 DD3498
 DD3498.The dynamic height is computed by dividing the NAVD 88
 DD3498.geopotential number by the normal gravity value computed on the
 DD3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3498.degrees latitude (g = 980.6199 gals.).
 DD3498
 DD3498.The modeled gravity was interpolated from observed gravity values.
 DD3498
 DD3498;                    North         East     Units Scale Factor Converg.
 DD3498;SPC SC       -   193,165.495   794,014.413   MT  0.99979549   +1 06 04.7
 DD3498;SPC SC       -   633,745.06  2,605,034.16   iFT  0.99979549   +1 06 04.7
 DD3498;UTM  17      - 3,715,051.289   684,404.188   MT  1.00001924   +1 05 54.4
 DD3498
 DD3498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3498!SPC SC       -   1.00000515  x   0.99979549  =   0.99980064
 DD3498!UTM  17      -   1.00000515  x   1.00001924  =   1.00002439
 DD3498
 DD3498|---------------------------------------------------------------------|
 DD3498| PID    Reference Object                     Distance      Geod. Az  |
 DD3498|                                                           dddmmss.s |
 DD3498| DD4595 4955 B                              317.801 METERS 03204     |
 DD3498|---------------------------------------------------------------------|
 DD3498
 DD3498                          SUPERSEDED SURVEY CONTROL
 DD3498
 DD3498  NAD 83(1995)-  33 33 33.15403(N)    079 00 48.65342(W) AD(       ) 2
 DD3498  ELLIP H (12/20/99)  -32.84   (m)                       GP(       ) 4 1
 DD3498  NAD 83(1986)-  33 33 33.16408(N)    079 00 48.65777(W) AD(       ) 2
 DD3498  NAD 83(1986)-  33 33 33.16250(N)    079 00 48.65653(W) AD(       ) 3
 DD3498  NGVD 29 (05/09/91)    2.303  (m)            7.56   (f) ADJUSTED    3 0
 DD3498
 DD3498.Superseded values are not recommended for survey control.
 DD3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3498.See file dsdata.txt to determine how the superseded data were derived.
 DD3498
 DD3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8440415051(NAD 83)
 DD3498_MARKER: DD = SURVEY DISK
 DD3498_SETTING: 0 = UNSPECIFIED SETTING
 DD3498_STAMPING: 4950 1987
 DD3498_MARK LOGO: SCCC  
 DD3498_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3498+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD3498
 DD3498  HISTORY     - Date     Condition        Report By
 DD3498  HISTORY     - 1987     MONUMENTED       SCCC
 DD3498  HISTORY     - 19900920 GOOD             NGS
 DD3498  HISTORY     - 20011117 GOOD             USPSQD
 DD3498  HISTORY     - 20040903 GOOD             USPSQD
 DD3498  HISTORY     - 20051112 GOOD             USPSQD
 DD3498  HISTORY     - 20051128 GOOD             USPSQD
 DD3498
 DD3498                          STATION DESCRIPTION
 DD3498
 DD3498'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3498'THE STATION IS LOCATED IN GARDEN CITY, APPROXIMATELY (0.40 MI)
 DD3498'NORTHEAST FROM THE INTERSECTION OF WACCAMAW DRIVE (S-22-65) AND BASIN
 DD3498'TERRACE (S-22-533), LOCATED ALONG THE OCEAN SIDE OF WACCAMAW DRIVE.
 DD3498'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3498'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3498'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (8.9 FT) SOUTH
 DD3498'SOUTHWEST FROM THE FENCE CORNER POST, (48.7 FT) SOUTHWEST FROM THE
 DD3498'WEST CORNER OF THE TWO-STORY FRAME HOUSE (R.A.P. AROUND), (46.8 FT)
 DD3498'NORTH NORTHWEST FROM THE NORTH CORNER OF THE TWO-STORY FRAME HOUSE
 DD3498'NUMBER 262 (SANDERLING III), (29.3 FT) WEST NORTHWEST FROM THE
 DD3498'CENTERLINE OF WACCAMAW DRIVE.
 DD3498
 DD3498                          STATION RECOVERY (1990)
 DD3498
 DD3498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3498'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3498'SC 29202, PHONE 803-737-1314.
 DD3498'TO REACH THE STATION FROM U.S. HIGHWAY 17 BUSINESS AND ATLANTIC AVE.
 DD3498'(S-26-51), GO EAST ON ATLANTIC AVE. FOR 1.68 KM (1.04 MI) TO A PAVED
 DD3498'CROSS ROAD (WACCAMAW DR.), TURN RIGHT AND GO SOUTH ALONG BEACH FOR
 DD3498'2.48 KM (1.54 MI) TO THE STATION ON THE LEFT.
 DD3498'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3498'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE PROJECTING 0.03 M
 DD3498'(0.10 FT) ABOVE THE GROUND, LOCATED 13.3 M (43.6 FT) NORTHWEST OF THE
 DD3498'NORTHWEST CORNER OF A HOUSE, 9.0 M (29.5 FT) EAST-SOUTHEAST OF THE
 DD3498'CENTERLINE OF WACCAMAW DRIVE AND 5.35 M (17.55 FT) NORTHEAST OF A
 DD3498'WOODEN FENCE POST.
 DD3498
 DD3498                          STATION RECOVERY (2001)
 DD3498
 DD3498'RECOVERY NOTE BY US POWER SQUADRON 2001 (SSG)
 DD3498'RECOVERED IN GOOD CONDITION.
 DD3498
 DD3498                          STATION RECOVERY (2004)
 DD3498
 DD3498'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3498'RECOVERED IN GOOD CONDITION.
 DD3498
 DD3498                          STATION RECOVERY (2005)
 DD3498
 DD3498'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD3498'RECOVERED IN GOOD CONDITION.
 DD3498
 DD3498                          STATION RECOVERY (2005)
 DD3498
 DD3498'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4595 ***********************************************************************
 DD4595  DESIGNATION -  4955 B
 DD4595  PID         -  DD4595
 DD4595  STATE/COUNTY-  SC/GEORGETOWN
 DD4595  USGS QUAD   -  BROOKGREEN (1973)
 DD4595
 DD4595                         *CURRENT SURVEY CONTROL
 DD4595  ___________________________________________________________________
 DD4595* NAD 83(2001)-  33 33 41.89529(N)    079 00 42.11331(W)     ADJUSTED  
 DD4595* NAVD 88     -         2.250  (meters)       7.38   (feet)  ADJUSTED  
 DD4595  ___________________________________________________________________
 DD4595  X           -   1,014,088.324 (meters)                     COMP
 DD4595  Y           -  -5,222,724.996 (meters)                     COMP
 DD4595  Z           -   3,506,015.112 (meters)                     COMP
 DD4595  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DD4595  ELLIP HEIGHT-         -32.52  (meters)          (03/27/03) GPS OBS
 DD4595  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD4595  DYNAMIC HT  -           2.247 (meters)       7.37  (feet)  COMP
 DD4595  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 DD4595
 DD4595  HORZ ORDER  -  SECOND
 DD4595  VERT ORDER  -  THIRD
 DD4595  ELLP ORDER  -  FOURTH    CLASS II
 DD4595
 DD4595.The horizontal coordinates were established by GPS observations
 DD4595.and adjusted by the National Geodetic Survey in March 2003..
 DD4595
 DD4595.The orthometric height was determined by differential leveling
 DD4595.and adjusted by the National Geodetic Survey in April 1995..
 DD4595
 DD4595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4595
 DD4595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4595
 DD4595.The ellipsoidal height was determined by GPS observations
 DD4595.and is referenced to NAD 83.
 DD4595
 DD4595.The geoid height was determined by GEOID03.
 DD4595
 DD4595.The dynamic height is computed by dividing the NAVD 88
 DD4595.geopotential number by the normal gravity value computed on the
 DD4595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4595.degrees latitude (g = 980.6199 gals.).
 DD4595
 DD4595.The modeled gravity was interpolated from observed gravity values.
 DD4595
 DD4595;                    North         East     Units Scale Factor Converg.
 DD4595;SPC SC       -   193,437.969   794,177.858   MT  0.99979541   +1 06 08.3
 DD4595;SPC SC       -   634,639.01  2,605,570.40   iFT  0.99979541   +1 06 08.3
 DD4595;UTM  17      - 3,715,323.816   684,567.684   MT  1.00001999   +1 05 58.2
 DD4595
 DD4595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4595!SPC SC       -   1.00000511  x   0.99979541  =   0.99980051
 DD4595!UTM  17      -   1.00000511  x   1.00001999  =   1.00002510
 DD4595
 DD4595|---------------------------------------------------------------------|
 DD4595| PID    Reference Object                     Distance      Geod. Az  |
 DD4595|                                                           dddmmss.s |
 DD4595| DD3498 4950                                317.801 METERS 21204     |
 DD4595|---------------------------------------------------------------------|
 DD4595
 DD4595                          SUPERSEDED SURVEY CONTROL
 DD4595
 DD4595  NAD 83(1995)-  33 33 41.89595(N)    079 00 42.11353(W) AD(       ) 2
 DD4595  ELLIP H (12/20/99)  -32.57   (m)                       GP(       ) 4 1
 DD4595  NAD 83(1986)-  33 33 41.90591(N)    079 00 42.11783(W) AD(       ) 2
 DD4595  NGVD 29 (05/09/91)    2.579  (m)            8.46   (f) ADJUSTED    3 0
 DD4595
 DD4595.Superseded values are not recommended for survey control.
 DD4595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4595.See file dsdata.txt to determine how the superseded data were derived.
 DD4595
 DD4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8456815324(NAD 83)
 DD4595_MARKER: DD = SURVEY DISK
 DD4595_SETTING: 0 = UNSPECIFIED SETTING
 DD4595_STAMPING: 4955 B 1990
 DD4595_MARK LOGO: SCCC  
 DD4595_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4595+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4595
 DD4595  HISTORY     - Date     Condition        Report By
 DD4595  HISTORY     - 1990     MONUMENTED       NGS
 DD4595
 DD4595                          STATION DESCRIPTION
 DD4595
 DD4595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4595'THE STATION IS LOCATED 15.2 KM (9.4 MI) SOUTHWEST OF  MYRTLE BEACH,
 DD4595'4.8 KM (3.0 MI) NORTHEAST OF MURRELLS INLET AND IN GARDEN CITY ALONG
 DD4595'WACCAMAW DRIVE ON ROAD RIGHT-OF-WAY.
 DD4595'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4595'SC 29202, PHONE 803-737-1314.
 DD4595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4595'(KINGS HIGHWAY) AND ATLANTIC AVENUE, ABOUT 1.6 KM (1.0 MI) NORTHEAST
 DD4595'OF THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS AND U.S. HIGHWAY 17, GO
 DD4595'SOUTHEAST ON ATLANTIC AVENUE FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 DD4595'WACCAMAW DRIVE, TURN RIGHT AND GO SOUTHWEST FOR 2.17 KM (1.35 MI) TO
 DD4595'THE STATION ON THE LEFT, EAST AND AROSS WACCAMAW DRIVE FROM POWER
 DD4595'POLE 21257,  A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4595'PREFABRICATED MARK IN CONCRETE AND ENCASED IN A 4-INCH PVC PIPE WITH
 DD4595'A SCREW CAP.  LOCATED 14.9 M (48.9 FT) SOUTH-SOUTHEAST AND ACROSS
 DD4595'WACCAMAW DRIVE FROM POWER POLE 21257, 11.9 M (39.0 FT)
 DD4595'NORTH-NORTHWEST FROM A PALM TREE, 7.1 M (23.3 FT) FROM THE CENTER OF
 DD4595'WACCAMAW DRIVE AND 0.35 M (1.15 FT) NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3499 ***********************************************************************
 DD3499  DESIGNATION -  4960
 DD3499  PID         -  DD3499
 DD3499  STATE/COUNTY-  SC/GEORGETOWN
 DD3499  USGS QUAD   -  BROOKGREEN (1973)
 DD3499
 DD3499                         *CURRENT SURVEY CONTROL
 DD3499  ___________________________________________________________________
 DD3499* NAD 83(2001)-  33 33 50.34220(N)    079 00 35.43060(W)     ADJUSTED  
 DD3499* NAVD 88     -         1.96   (+/-2cm)       6.4    (feet)  VERTCON   
 DD3499  ___________________________________________________________________
 DD3499  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DD3499  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD3499
 DD3499  HORZ ORDER  -  SECOND
 DD3499  VERT ORDER  -  THIRD ? (See Below)
 DD3499
 DD3499.The horizontal coordinates were established by classical geodetic methods
 DD3499.and adjusted by the National Geodetic Survey in March 2004..
 DD3499
 DD3499.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3499.The vertical order pertains to the NGVD 29 superseded value.
 DD3499
 DD3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3499
 DD3499.The geoid height was determined by GEOID03.
 DD3499
 DD3499;                    North         East     Units Scale Factor Converg.
 DD3499;SPC SC       -   193,701.431   794,345.152   MT  0.99979534   +1 06 12.0
 DD3499;SPC SC       -   635,503.38  2,606,119.27   iFT  0.99979534   +1 06 12.0
 DD3499;UTM  17      - 3,715,587.328   684,735.027   MT  1.00002075   +1 06 02.2
 DD3499
 DD3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3499!SPC SC       -   1.00000515  x   0.99979534  =   0.99980049
 DD3499!UTM  17      -   1.00000515  x   1.00002075  =   1.00002590
 DD3499
 DD3499                          SUPERSEDED SURVEY CONTROL
 DD3499
 DD3499  NAD 83(1986)-  33 33 50.35278(N)    079 00 35.43511(W) AD(       ) 2
 DD3499  NAD 83(1986)-  33 33 50.35148(N)    079 00 35.43425(W) AD(       ) 3
 DD3499  NGVD 29 (11/30/89)    2.28   (m)            7.5    (f) LEVELING    3  
 DD3499
 DD3499.Superseded values are not recommended for survey control.
 DD3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3499.See file dsdata.txt to determine how the superseded data were derived.
 DD3499
 DD3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8473515587(NAD 83)
 DD3499_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3499_SETTING: 0 = UNSPECIFIED SETTING
 DD3499_STAMPING: 4960 1987
 DD3499_MARK LOGO: SCCC  
 DD3499_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3499+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3499
 DD3499  HISTORY     - Date     Condition        Report By
 DD3499  HISTORY     - 1987     MONUMENTED       SCCC
 DD3499  HISTORY     - 20050305 POOR             USPSQD
 DD3499
 DD3499                          STATION DESCRIPTION
 DD3499
 DD3499'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3499'THE STATION IS LOCATED IN GARDEN CITY, APPROXIMATELY (0.37 MI)
 DD3499'SOUTHWEST FROM THE INTERSECTION OF WACCAMAW DRIVE (S-22-65) AND
 DD3499'STEVENS DRIVE (S-22-531), LOCATED ALONG THE OCEAN SIDE OF WACCAMAW
 DD3499'DRIVE.
 DD3499'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3499'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3499'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (3.0 FT) SOUTH
 DD3499'SOUTHWEST FROM THE WATER METER, (4.2 FT) WEST FROM SCPSA POWER POLE
 DD3499'NUMBER 57579, (58.5 FT) WEST NORTHWEST FROM THE WEST CORNER OF THE
 DD3499'TWO-STORY FRAME HOUSE NUMBER 204 (WINDFALL), (20.2 FT) EAST SOUTHEAST
 DD3499'FROM THE CENTERLINE OF WACCAMAW DRIVE.
 DD3499
 DD3499                          STATION RECOVERY (2005)
 DD3499
 DD3499'RECOVERY NOTE BY US POWER SQUADRON 2005 (RMH)
 DD3499'MONUMENT INTACT AND STABLE. BRASS CAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4439 ***********************************************************************
 DD4439  DESIGNATION -  4960 B
 DD4439  PID         -  DD4439
 DD4439  STATE/COUNTY-  SC/GEORGETOWN
 DD4439  USGS QUAD   -  BROOKGREEN (1973)
 DD4439
 DD4439                         *CURRENT SURVEY CONTROL
 DD4439  ___________________________________________________________________
 DD4439* NAD 83(2001)-  33 33 50.16346(N)    079 00 35.55608(W)     ADJUSTED  
 DD4439* NAVD 88     -         1.939  (meters)       6.36   (feet)  ADJUSTED  
 DD4439  ___________________________________________________________________
 DD4439  X           -   1,014,227.457 (meters)                     COMP
 DD4439  Y           -  -5,222,554.245 (meters)                     COMP
 DD4439  Z           -   3,506,227.203 (meters)                     COMP
 DD4439  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DD4439  ELLIP HEIGHT-         -32.84  (meters)          (03/27/03) GPS OBS
 DD4439  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD4439  DYNAMIC HT  -           1.937 (meters)       6.36  (feet)  COMP
 DD4439  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 DD4439
 DD4439  HORZ ORDER  -  SECOND
 DD4439  VERT ORDER  -  FIRST     CLASS II
 DD4439  ELLP ORDER  -  FOURTH    CLASS II
 DD4439
 DD4439.The horizontal coordinates were established by GPS observations
 DD4439.and adjusted by the National Geodetic Survey in March 2003..
 DD4439
 DD4439.The orthometric height was determined by differential leveling
 DD4439.and adjusted by the National Geodetic Survey in June 1991..
 DD4439
 DD4439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4439
 DD4439.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4439
 DD4439.The ellipsoidal height was determined by GPS observations
 DD4439.and is referenced to NAD 83.
 DD4439
 DD4439.The geoid height was determined by GEOID03.
 DD4439
 DD4439.The dynamic height is computed by dividing the NAVD 88
 DD4439.geopotential number by the normal gravity value computed on the
 DD4439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4439.degrees latitude (g = 980.6199 gals.).
 DD4439
 DD4439.The modeled gravity was interpolated from observed gravity values.
 DD4439
 DD4439;                    North         East     Units Scale Factor Converg.
 DD4439;SPC SC       -   193,695.863   794,342.022   MT  0.99979534   +1 06 12.0
 DD4439;SPC SC       -   635,485.11  2,606,109.00   iFT  0.99979534   +1 06 12.0
 DD4439;UTM  17      - 3,715,581.760   684,731.897   MT  1.00002073   +1 06 02.1
 DD4439
 DD4439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4439!SPC SC       -   1.00000516  x   0.99979534  =   0.99980049
 DD4439!UTM  17      -   1.00000516  x   1.00002073  =   1.00002589
 DD4439
 DD4439|---------------------------------------------------------------------|
 DD4439| PID    Reference Object                     Distance      Geod. Az  |
 DD4439|                                                           dddmmss.s |
 DD4439| DD4595 4955 B                              305.774 METERS 21335     |
 DD4439|---------------------------------------------------------------------|
 DD4439
 DD4439                          SUPERSEDED SURVEY CONTROL
 DD4439
 DD4439  NAD 83(1995)-  33 33 50.16409(N)    079 00 35.55631(W) AD(       ) 2
 DD4439  ELLIP H (12/20/99)  -32.89   (m)                       GP(       ) 4 1
 DD4439  NAD 83(1986)-  33 33 50.17407(N)    079 00 35.56057(W) AD(       ) 2
 DD4439  NGVD 29 (05/09/91)    2.268  (m)            7.44   (f) ADJUSTED    1 2
 DD4439
 DD4439.Superseded values are not recommended for survey control.
 DD4439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4439.See file dsdata.txt to determine how the superseded data were derived.
 DD4439
 DD4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8473215582(NAD 83)
 DD4439_MARKER: DD = SURVEY DISK
 DD4439_SETTING: 0 = UNSPECIFIED SETTING
 DD4439_STAMPING: 4960 B 1990
 DD4439_MARK LOGO: SCCC  
 DD4439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4439+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD4439
 DD4439  HISTORY     - Date     Condition        Report By
 DD4439  HISTORY     - 1990     MONUMENTED       NGS
 DD4439  HISTORY     - 19900508 GOOD             NGS
 DD4439  HISTORY     - 19900920 GOOD             NGS
 DD4439
 DD4439                          STATION DESCRIPTION
 DD4439
 DD4439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4439'1.7 KM (1.06 MI) NORTHEASTERLY ALONG ATLANTIC AVENUE FROM THE
 DD4439'JUNCTION OF U.S. HIGHWAY BUSINESS IN GARDEN CITY, THENCE 1.8 KM
 DD4439'(1.12 MI) SOUTHWESTERLY ALONG WACCAMAW DRIVE, 6.9 M (22.64 FT)
 DD4439'SOUTHEAST OF THE CENTERLINE OF THE DRIVE, 4.2 M (13.78 FT) NORTHEAST
 DD4439'OF THE NORTHEAST EDGE OF A DRIVEWAY LEADING TO A FRAME HOUSE, 1.3 M
 DD4439'(4.27 FT) NORTH OF UTILITY POLE NUMBER 82782, AND 0.5 M (1.64 FT)
 DD4439'NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS AFFIXED TO A 24-INCH
 DD4439'SECTION OF 2-INCH PVC PIPE ENCASED IN A 6-INCH PVC PIPE SURROUNDED BY
 DD4439'CONCRETE AND FLUSH WITH THE GROUND SURFACE.
 DD4439
 DD4439                          STATION RECOVERY (1990)
 DD4439
 DD4439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4439'THE STATION IS LOCATED 15.2 KM (9.4 MI) SOUTHWEST OF  MYRTLE BEACH,
 DD4439'4.8 KM (3.0 MI) NORTHEAST OF MURRELLS INLET AND IN GARDEN CITY ALONG
 DD4439'WACCAMAW DRIVE ON ROAD RIGHT-OF-WAY.
 DD4439'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4439'SC 29202, PHONE 803-737-1314.
 DD4439'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4439'(KINGS HIGHWAY) AND ATLANTIC AVENUE, ABOUT 1.6 KM (1.0 MI) NORTHEAST
 DD4439'OF THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS AND U.S. HIGHWAY 17, GO
 DD4439'SOUTHEAST ON ATLANTIC AVENUE FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 DD4439'WACCAMAW DRIVE, TURN RIGHT AND GO SOUTHWEST FOR 1.85 KM (1.15 MI) TO
 DD4439'THE STATION ON THE LEFT ON THE NORTH SIDE OF POWER POLE 82782.
 DD4439'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4439'PREFABRICATED MARK IN CONCRETE AND ENCASED IN A 4-INCH PVC PIPE WITH
 DD4439'A SCREW CAP.  LOCATED 6.9 M (22.6 FT) SOUTHEAST FROM CENTER OF
 DD4439'WACCAMAW DRIVE, 4.15 M (13.62 FT) NORTHEAST FROM THE NORTHEAST EDGE
 DD4439'OF A CONCRETE DRIVEWAY TO A SINGLE STORY FRAME HOUSE, 1.35 M
 DD4439'(4.43 FT) NORTH FROM POWER POLE 82782 AND 0.5 M (1.6 FT) NORTHWEST
 DD4439'FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4594 ***********************************************************************
 DD4594  DESIGNATION -  4965 B
 DD4594  PID         -  DD4594
 DD4594  STATE/COUNTY-  SC/GEORGETOWN
 DD4594  USGS QUAD   -  BROOKGREEN (1973)
 DD4594
 DD4594                         *CURRENT SURVEY CONTROL
 DD4594  ___________________________________________________________________
 DD4594* NAD 83(2001)-  33 33 55.24814(N)    079 00 31.16059(W)     ADJUSTED  
 DD4594* NAVD 88     -         2.637  (meters)       8.65   (feet)  ADJUSTED  
 DD4594  ___________________________________________________________________
 DD4594  X           -   1,014,322.348 (meters)                     COMP
 DD4594  Y           -  -5,222,448.188 (meters)                     COMP
 DD4594  Z           -   3,506,358.131 (meters)                     COMP
 DD4594  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DD4594  ELLIP HEIGHT-         -32.13  (meters)          (03/27/03) GPS OBS
 DD4594  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD4594  DYNAMIC HT  -           2.635 (meters)       8.64  (feet)  COMP
 DD4594  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 DD4594
 DD4594  HORZ ORDER  -  SECOND
 DD4594  VERT ORDER  -  THIRD
 DD4594  ELLP ORDER  -  FOURTH    CLASS II
 DD4594
 DD4594.The horizontal coordinates were established by GPS observations
 DD4594.and adjusted by the National Geodetic Survey in March 2003..
 DD4594
 DD4594.The orthometric height was determined by differential leveling
 DD4594.and adjusted by the National Geodetic Survey in April 1995..
 DD4594
 DD4594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4594
 DD4594.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4594
 DD4594.The ellipsoidal height was determined by GPS observations
 DD4594.and is referenced to NAD 83.
 DD4594
 DD4594.The geoid height was determined by GEOID03.
 DD4594
 DD4594.The dynamic height is computed by dividing the NAVD 88
 DD4594.geopotential number by the normal gravity value computed on the
 DD4594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4594.degrees latitude (g = 980.6199 gals.).
 DD4594
 DD4594.The modeled gravity was interpolated from observed gravity values.
 DD4594
 DD4594;                    North         East     Units Scale Factor Converg.
 DD4594;SPC SC       -   193,854.643   794,452.332   MT  0.99979530   +1 06 14.4
 DD4594;SPC SC       -   636,006.05  2,606,470.91   iFT  0.99979530   +1 06 14.4
 DD4594;UTM  17      - 3,715,740.570   684,842.240   MT  1.00002124   +1 06 04.7
 DD4594
 DD4594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4594!SPC SC       -   1.00000504  x   0.99979530  =   0.99980034
 DD4594!UTM  17      -   1.00000504  x   1.00002124  =   1.00002628
 DD4594
 DD4594:                Primary Azimuth Mark                     Grid Az
 DD4594:SPC SC       -  4955 B                                   213 22 26.4
 DD4594:UTM  17      -  4955 B                                   213 22 36.1
 DD4594
 DD4594|---------------------------------------------------------------------|
 DD4594| PID    Reference Object                     Distance      Geod. Az  |
 DD4594|                                                           dddmmss.s |
 DD4594| DD4595 4955 B                              499.054 METERS 2142840.8 |
 DD4594| DD4439 4960 B                              193.376 METERS 21554     |
 DD4594|---------------------------------------------------------------------|
 DD4594
 DD4594                          SUPERSEDED SURVEY CONTROL
 DD4594
 DD4594  NAD 83(1995)-  33 33 55.24876(N)    079 00 31.16083(W) AD(       ) 2
 DD4594  ELLIP H (12/20/99)  -32.17   (m)                       GP(       ) 4 1
 DD4594  NAD 83(1986)-  33 33 55.25874(N)    079 00 31.16506(W) AD(       ) 2
 DD4594  NGVD 29 (05/09/91)    2.966  (m)            9.73   (f) ADJUSTED    3 0
 DD4594
 DD4594.Superseded values are not recommended for survey control.
 DD4594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4594.See file dsdata.txt to determine how the superseded data were derived.
 DD4594
 DD4594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8484215741(NAD 83)
 DD4594_MARKER: DD = SURVEY DISK
 DD4594_SETTING: 0 = UNSPECIFIED SETTING
 DD4594_STAMPING: 4965 B 1990
 DD4594_MARK LOGO: SCCC  
 DD4594_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4594+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 DD4594
 DD4594  HISTORY     - Date     Condition        Report By
 DD4594  HISTORY     - 1990     MONUMENTED       NGS
 DD4594  HISTORY     - 20050305 GOOD             USPSQD
 DD4594
 DD4594                          STATION DESCRIPTION
 DD4594
 DD4594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4594'THE STATION IS LOCATED 15.2 KM (9.4 MI) SOUTHWEST OF  MYRTLE BEACH,
 DD4594'4.8 KM (3.0 MI) NORTHEAST OF MURRELLS INLET AND IN GARDEN CITY ALONG
 DD4594'WACCAMAW DRIVE ON ROAD RIGHT-OF-WAY.
 DD4594'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4594'SC 29202, PHONE 803-737-1314.
 DD4594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4594'(KINGS HIGHWAY) AND ATLANTIC AVENUE, ABOUT 1.6 KM (1.0 MI) NORTHEAST
 DD4594'OF THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS AND U.S. HIGHWAY 17, GO
 DD4594'SOUTHEAST ON ATLANTIC AVENUE FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 DD4594'WACCAMAW DRIVE, TURN RIGHT AND GO SOUTHWEST FOR 1.68 KM (1.04 MI) TO
 DD4594'THE STATION ON THE LEFT.
 DD4594'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4594'PREFABRICATED MARK IN CONCRETE AND ENCASED IN A 4-INCH PVC PIPE WITH
 DD4594'A SCREW CAP.  LOCATED 19.0 M (62.3 FT) EAST-NORTHEAST FROM A FIRE
 DD4594'HYDRANT, 15.6 M (51.2 FT) EAST-SOUTHEAST FROM POWER POLE 71305, 6.2 M
 DD4594'(20.3 FT) SOUTH-SOUTHEAST FROM CENTER OF WACCAMAW DRIVE AND 0.5 M
 DD4594'(1.6 FT) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 DD4594
 DD4594                          STATION RECOVERY (2005)
 DD4594
 DD4594'RECOVERY NOTE BY US POWER SQUADRON 2005 (RMH)
 DD4594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3500 ***********************************************************************
 DD3500  DESIGNATION -  4970
 DD3500  PID         -  DD3500
 DD3500  STATE/COUNTY-  SC/GEORGETOWN
 DD3500  USGS QUAD   -  BROOKGREEN (1973)
 DD3500
 DD3500                         *CURRENT SURVEY CONTROL
 DD3500  ___________________________________________________________________
 DD3500* NAD 83(2001)-  33 34 02.91976(N)    079 00 25.24493(W)     ADJUSTED  
 DD3500* NAVD 88     -         2.267  (meters)       7.44   (feet)  ADJUSTED  
 DD3500  ___________________________________________________________________
 DD3500  X           -   1,014,447.148 (meters)                     COMP
 DD3500  Y           -  -5,222,290.508 (meters)                     COMP
 DD3500  Z           -   3,506,554.871 (meters)                     COMP
 DD3500  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DD3500  ELLIP HEIGHT-         -32.50  (meters)          (03/27/03) GPS OBS
 DD3500  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD3500  DYNAMIC HT  -           2.264 (meters)       7.43  (feet)  COMP
 DD3500  MODELED GRAV-     979,585.5   (mgal)                       NAVD 88
 DD3500
 DD3500  HORZ ORDER  -  SECOND
 DD3500  VERT ORDER  -  THIRD
 DD3500  ELLP ORDER  -  FOURTH    CLASS II
 DD3500
 DD3500.The horizontal coordinates were established by GPS observations
 DD3500.and adjusted by the National Geodetic Survey in March 2003..
 DD3500
 DD3500.The orthometric height was determined by differential leveling
 DD3500.and adjusted by the National Geodetic Survey in April 1995..
 DD3500
 DD3500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3500
 DD3500.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3500
 DD3500.The ellipsoidal height was determined by GPS observations
 DD3500.and is referenced to NAD 83.
 DD3500
 DD3500.The geoid height was determined by GEOID03.
 DD3500
 DD3500.The dynamic height is computed by dividing the NAVD 88
 DD3500.geopotential number by the normal gravity value computed on the
 DD3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3500.degrees latitude (g = 980.6199 gals.).
 DD3500
 DD3500.The modeled gravity was interpolated from observed gravity values.
 DD3500
 DD3500;                    North         East     Units Scale Factor Converg.
 DD3500;SPC SC       -   194,093.850   794,600.295   MT  0.99979523   +1 06 17.7
 DD3500;SPC SC       -   636,790.85  2,606,956.35   iFT  0.99979523   +1 06 17.7
 DD3500;UTM  17      - 3,715,979.825   684,990.247   MT  1.00002191   +1 06 08.2
 DD3500
 DD3500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3500!SPC SC       -   1.00000510  x   0.99979523  =   0.99980033
 DD3500!UTM  17      -   1.00000510  x   1.00002191  =   1.00002701
 DD3500
 DD3500|---------------------------------------------------------------------|
 DD3500| PID    Reference Object                     Distance      Geod. Az  |
 DD3500|                                                           dddmmss.s |
 DD3500| DD4594 4965 B                              281.328 METERS 21251     |
 DD3500|---------------------------------------------------------------------|
 DD3500
 DD3500                          SUPERSEDED SURVEY CONTROL
 DD3500
 DD3500  NAD 83(1995)-  33 34 02.92035(N)    079 00 25.24520(W) AD(       ) 2
 DD3500  ELLIP H (12/20/99)  -32.54   (m)                       GP(       ) 4 1
 DD3500  NAD 83(1986)-  33 34 02.93028(N)    079 00 25.24945(W) AD(       ) 2
 DD3500  NAD 83(1986)-  33 34 02.92932(N)    079 00 25.24913(W) AD(       ) 3
 DD3500  NGVD 29 (05/09/91)    2.595  (m)            8.51   (f) ADJUSTED    3 0
 DD3500
 DD3500.Superseded values are not recommended for survey control.
 DD3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3500.See file dsdata.txt to determine how the superseded data were derived.
 DD3500
 DD3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8499015980(NAD 83)
 DD3500_MARKER: DD = SURVEY DISK
 DD3500_SETTING: 0 = UNSPECIFIED SETTING
 DD3500_STAMPING: 4970 1987
 DD3500_MARK LOGO: SCCC  
 DD3500_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3500+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD3500
 DD3500  HISTORY     - Date     Condition        Report By
 DD3500  HISTORY     - 1987     MONUMENTED       SCCC
 DD3500  HISTORY     - 19900920 GOOD             NGS
 DD3500
 DD3500                          STATION DESCRIPTION
 DD3500
 DD3500'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3500'THE STATION IS LOCATED IN GARDEN CITY, APPROXIMATELY (0.12 MI)
 DD3500'SOUTHWEST FROM THE INTERSECTION OF WACCAMAW DRIVE (S-22-65) AND
 DD3500'STEVENS DRIVE (S-22-531), LOCATED ALONG THE OCEAN SIDE OF WACCAMAW
 DD3500'DRIVE.
 DD3500'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3500'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3500'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND, (19.5 FT) WEST
 DD3500'NORTHWEST FROM THE CENTERLINE OF WACCAMAW DRIVE, (5.8 FT) EAST
 DD3500'NORTHEAST FROM POWER POLE NUMBER IC1725, (62.7 FT) EAST SOUTHEAST FROM
 DD3500'THE NORTH CORNER OF THE TWO-STORY FRAME HOUSE NUMBER 156 (SEA BIRD).
 DD3500
 DD3500                          STATION RECOVERY (1990)
 DD3500
 DD3500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3500'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DD3500'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD3500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD3500'AND ATLANTIC AVENUE (S-26-51) WEST OF GARDEN CITY, GO EAST ON
 DD3500'ATLANTIC AVE. FOR 1.68 KM (1.04 MI) TO THE JUNCTION OF WACCAMAW
 DD3500'DRIVE, TURN RIGHT (SOUTH) ON WACCAMAW DRIVE FOR 1.36 KM (0.85 MI) TO
 DD3500'THE STATION ON THE LEFT.
 DD3500'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3500'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE.  LOCATED 17.0 M
 DD3500'(55.8 FT) NORTHEAST OF POWER POLE NO.5637B, 6.0 M (19.7 FT) SOUTHEAST
 DD3500'OF THE CENTERLINE OF WACCAMAW DRIVE, 1.4 M (4.6 FT) WEST OF A
 DD3500'TELEPHONE JUNCTION BOX AND 0.60 M (1.97 FT) SOUTHWEST OF A FIBERGLASS
 DD3500'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4593 ***********************************************************************
 DD4593  DESIGNATION -  4975
 DD4593  PID         -  DD4593
 DD4593  STATE/COUNTY-  SC/GEORGETOWN
 DD4593  USGS QUAD   -  BROOKGREEN (1973)
 DD4593
 DD4593                         *CURRENT SURVEY CONTROL
 DD4593  ___________________________________________________________________
 DD4593* NAD 83(2001)-  33 34 13.91348(N)    079 00 14.58901(W)     ADJUSTED  
 DD4593* NAVD 88     -         1.892  (meters)       6.21   (feet)  ADJUSTED  
 DD4593  ___________________________________________________________________
 DD4593  X           -   1,014,681.156 (meters)                     COMP
 DD4593  Y           -  -5,222,053.942 (meters)                     COMP
 DD4593  Z           -   3,506,836.887 (meters)                     COMP
 DD4593  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DD4593  ELLIP HEIGHT-         -32.87  (meters)          (03/27/03) GPS OBS
 DD4593  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD4593  DYNAMIC HT  -           1.890 (meters)       6.20  (feet)  COMP
 DD4593  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 DD4593
 DD4593  HORZ ORDER  -  SECOND
 DD4593  VERT ORDER  -  THIRD
 DD4593  ELLP ORDER  -  FOURTH    CLASS II
 DD4593
 DD4593.The horizontal coordinates were established by GPS observations
 DD4593.and adjusted by the National Geodetic Survey in March 2003..
 DD4593
 DD4593.The orthometric height was determined by differential leveling
 DD4593.and adjusted by the National Geodetic Survey in April 1995..
 DD4593
 DD4593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4593
 DD4593.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4593
 DD4593.The ellipsoidal height was determined by GPS observations
 DD4593.and is referenced to NAD 83.
 DD4593
 DD4593.The geoid height was determined by GEOID03.
 DD4593
 DD4593.The dynamic height is computed by dividing the NAVD 88
 DD4593.geopotential number by the normal gravity value computed on the
 DD4593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4593.degrees latitude (g = 980.6199 gals.).
 DD4593
 DD4593.The modeled gravity was interpolated from observed gravity values.
 DD4593
 DD4593;                    North         East     Units Scale Factor Converg.
 DD4593;SPC SC       -   194,437.732   794,868.483   MT  0.99979514   +1 06 23.6
 DD4593;SPC SC       -   637,919.07  2,607,836.23   iFT  0.99979514   +1 06 23.6
 DD4593;UTM  17      - 3,716,323.773   685,258.512   MT  1.00002314   +1 06 14.4
 DD4593
 DD4593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4593!SPC SC       -   1.00000516  x   0.99979514  =   0.99980030
 DD4593!UTM  17      -   1.00000516  x   1.00002314  =   1.00002830
 DD4593
 DD4593:                Primary Azimuth Mark                     Grid Az
 DD4593:SPC SC       -  4970                                     217 57 00.2
 DD4593:UTM  17      -  4970                                     217 57 09.4
 DD4593
 DD4593|---------------------------------------------------------------------|
 DD4593| PID    Reference Object                     Distance      Geod. Az  |
 DD4593|                                                           dddmmss.s |
 DD4593| DD3500 4970                                436.185 METERS 2190323.8 |
 DD4593|---------------------------------------------------------------------|
 DD4593
 DD4593                          SUPERSEDED SURVEY CONTROL
 DD4593
 DD4593  NAD 83(1995)-  33 34 13.91403(N)    079 00 14.58931(W) AD(       ) 2
 DD4593  ELLIP H (12/20/99)  -32.91   (m)                       GP(       ) 4 1
 DD4593  NAD 83(1986)-  33 34 13.92387(N)    079 00 14.59375(W) AD(       ) 2
 DD4593  NGVD 29 (05/09/91)    2.220  (m)            7.28   (f) ADJUSTED    3 0
 DD4593
 DD4593.Superseded values are not recommended for survey control.
 DD4593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4593.See file dsdata.txt to determine how the superseded data were derived.
 DD4593
 DD4593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8525916324(NAD 83)
 DD4593_MARKER: DD = SURVEY DISK
 DD4593_SETTING: 0 = UNSPECIFIED SETTING
 DD4593_STAMPING: 4975 88
 DD4593_MARK LOGO: SCCC  
 DD4593_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4593+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 DD4593
 DD4593  HISTORY     - Date     Condition        Report By
 DD4593  HISTORY     - UNK      MONUMENTED       SCCC
 DD4593  HISTORY     - 19900920 GOOD             NGS
 DD4593  HISTORY     - 20050306 GOOD             USPSQD
 DD4593
 DD4593                          STATION DESCRIPTION
 DD4593
 DD4593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4593'THE STATION IS LOCATED IN GARDEN CITY.  OWNERSHIP--SCHDPT,
 DD4593'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4593'803-737-1314.
 DD4593'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4593'AND ATLANTIC AVENUE (S-26-51) WEST OF GARDEN CITY, GO EAST ON
 DD4593'ATLANTIC AVE. FOR 1.68 KM (1.04 MI) TO THE JUNCTION OF WACCAMAW
 DD4593'DRIVE, TURN RIGHT (SOUTH) ON WACCAMAW DRIVE FOR 0.88 KM (0.55 MI) TO
 DD4593'THE STATION ON THE LEFT NEXT TO A CONCRETE PARKING AREA AND HOUSE NO.
 DD4593'110, NAMED MADAME BUTTERFLY.
 DD4593'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4593'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE.  LOCATED 19.8 M
 DD4593'(65.0 FT) NORTHEAST OF POWER POLE NO.78563, 10.6 M (34.8 FT)
 DD4593'NORTH-NORTHWEST OF THE NORTH CORNER OF HOUSE NO. 110 AND 6.7 M
 DD4593'(22.0 FT) SOUTHEAST OF THE CENTERLINE OF WACCAMAW DRIVE.
 DD4593
 DD4593                          STATION RECOVERY (2005)
 DD4593
 DD4593'RECOVERY NOTE BY US POWER SQUADRON 2005 (RMH)
 DD4593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3501 ***********************************************************************
 DD3501  DESIGNATION -  4980
 DD3501  PID         -  DD3501
 DD3501  STATE/COUNTY-  SC/GEORGETOWN
 DD3501  USGS QUAD   -  BROOKGREEN (1973)
 DD3501
 DD3501                         *CURRENT SURVEY CONTROL
 DD3501  ___________________________________________________________________
 DD3501* NAD 83(2001)-  33 34 18.45973(N)    079 00 10.60078(W)     ADJUSTED  
 DD3501* NAVD 88     -         2.165  (meters)       7.10   (feet)  ADJUSTED  
 DD3501  ___________________________________________________________________
 DD3501  X           -   1,014,767.396 (meters)                     COMP
 DD3501  Y           -  -5,221,958.519 (meters)                     COMP
 DD3501  Z           -   3,506,953.746 (meters)                     COMP
 DD3501  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DD3501  ELLIP HEIGHT-         -32.59  (meters)          (03/27/03) GPS OBS
 DD3501  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD3501  DYNAMIC HT  -           2.163 (meters)       7.10  (feet)  COMP
 DD3501  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 DD3501
 DD3501  HORZ ORDER  -  SECOND
 DD3501  VERT ORDER  -  FIRST     CLASS II
 DD3501  ELLP ORDER  -  FOURTH    CLASS II
 DD3501
 DD3501.The horizontal coordinates were established by GPS observations
 DD3501.and adjusted by the National Geodetic Survey in March 2003..
 DD3501
 DD3501.The orthometric height was determined by differential leveling
 DD3501.and adjusted by the National Geodetic Survey in June 1991..
 DD3501
 DD3501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3501
 DD3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3501
 DD3501.The ellipsoidal height was determined by GPS observations
 DD3501.and is referenced to NAD 83.
 DD3501
 DD3501.The geoid height was determined by GEOID03.
 DD3501
 DD3501.The dynamic height is computed by dividing the NAVD 88
 DD3501.geopotential number by the normal gravity value computed on the
 DD3501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3501.degrees latitude (g = 980.6199 gals.).
 DD3501
 DD3501.The modeled gravity was interpolated from observed gravity values.
 DD3501
 DD3501;                    North         East     Units Scale Factor Converg.
 DD3501;SPC SC       -   194,579.732   794,968.597   MT  0.99979510   +1 06 25.8
 DD3501;SPC SC       -   638,384.95  2,608,164.69   iFT  0.99979510   +1 06 25.8
 DD3501;UTM  17      - 3,716,465.801   685,358.654   MT  1.00002359   +1 06 16.7
 DD3501
 DD3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3501!SPC SC       -   1.00000512  x   0.99979510  =   0.99980022
 DD3501!UTM  17      -   1.00000512  x   1.00002359  =   1.00002871
 DD3501
 DD3501|---------------------------------------------------------------------|
 DD3501| PID    Reference Object                     Distance      Geod. Az  |
 DD3501|                                                           dddmmss.s |
 DD3501| DD4593 4975                                173.779 METERS 21618     |
 DD3501|---------------------------------------------------------------------|
 DD3501
 DD3501                          SUPERSEDED SURVEY CONTROL
 DD3501
 DD3501  NAD 83(1995)-  33 34 18.46023(N)    079 00 10.60110(W) AD(       ) 2
 DD3501  ELLIP H (12/20/99)  -32.63   (m)                       GP(       ) 4 1
 DD3501  NAD 83(1986)-  33 34 18.47002(N)    079 00 10.60564(W) AD(       ) 2
 DD3501  NAD 83(1986)-  33 34 18.46938(N)    079 00 10.60624(W) AD(       ) 3
 DD3501  NGVD 29 (05/09/91)    2.492  (m)            8.18   (f) ADJUSTED    1 2
 DD3501
 DD3501.Superseded values are not recommended for survey control.
 DD3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3501.See file dsdata.txt to determine how the superseded data were derived.
 DD3501
 DD3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8535916466(NAD 83)
 DD3501_MARKER: DD = SURVEY DISK
 DD3501_SETTING: 0 = UNSPECIFIED SETTING
 DD3501_STAMPING: 4980 1987
 DD3501_MARK LOGO: SCCC  
 DD3501_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3501+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 DD3501
 DD3501  HISTORY     - Date     Condition        Report By
 DD3501  HISTORY     - 1987     MONUMENTED       SCCC
 DD3501  HISTORY     - 19900508 GOOD             NGS
 DD3501  HISTORY     - 19900920 GOOD             NGS
 DD3501  HISTORY     - 20050306 GOOD             USPSQD
 DD3501
 DD3501                          STATION DESCRIPTION
 DD3501
 DD3501'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3501'THE STATION IS LOCATED IN GARDEN CITY IN THE EAST QUADRANT OF THE
 DD3501'INTERSECTION OF YUCCA AVENUE (S-22-529) AND WACCAMAW DRIVE (S-22-65).
 DD3501'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3501'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3501'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (33.2 FT) EAST
 DD3501'FROM THE CENTERLINE OF THE INTERSECTION OF YUCCA AVENUE AND WACCAMAW
 DD3501'DRIVE, (6.1 FT) WEST NORTHWEST FROM SCPSA POWER POLE NUMBER 18792,
 DD3501'(10.1 FT) NORTH NORTHEAST FROM THE NORTH CORNER OF THE STEEL VAULT
 DD3501'COVER.
 DD3501
 DD3501                          STATION RECOVERY (1990)
 DD3501
 DD3501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3501'1.7 KM (1.06 MI) SOUTHEASTERLY ALONG ATLANTIC AVENUE (STATE ROAD
 DD3501'S-26-51) FROM THE JUNCTION OF U.S HIGHWAY 17 BUSINESS IN GARDEN CITY,
 DD3501'THENCE 0.7 KM (0.43 MI) SOUTHERLY ALONG WACCAMAW DRIVE, 5.6 M (18.37
 DD3501'FT) SOUTHEAST OF THE CENTERLINE OF THE DRIVE, 2.0 M (6.56 FT) WEST OF
 DD3501'UTILITY POLE NUMBER 18792, AND 0.4 M (1.31 FT) NORTHEAST OF A WITNESS
 DD3501'POST.
 DD3501
 DD3501                          STATION RECOVERY (1990)
 DD3501
 DD3501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3501'THE STATION IS LOCATED IN GARDEN CITY.  OWNERSHIP--SCHDPT,
 DD3501'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3501'803-737-1314.
 DD3501'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD3501'AND ATLANTIC AVENUE (S-26-51) WEST OF GARDEN CITY, GO EAST ON
 DD3501'ATLANTIC AVE. FOR 1.68 KM (1.04 MI) TO THE JUNCTION OF WACCAMAW
 DD3501'DRIVE, TURN RIGHT (SOUTH) ON WACCAMAW DRIVE FOR 0.72 KM (0.45 MI) TO
 DD3501'THE JUNCTION OF YUCCA AVE. ON THE RIGHT AND THE STATION ON THE LEFT.
 DD3501'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FTLONG 2-IN PVC
 DD3501'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE.  LOCATED 5.6 M
 DD3501'(18.4 FT) SOUTHEAST OF THE CENTERLINE OF WACCAMAW DRIVE, 2.0 M
 DD3501'(6.6 FT) WEST OF POWER POLE NO.18792, AND 0.4 M (1.3 FT) NORTHEAST OF
 DD3501'A FIBERGLASS WITNESS POST.
 DD3501'DESCRIBED BY J.N.L. AND W.C.G.
 DD3501
 DD3501                          STATION RECOVERY (2005)
 DD3501
 DD3501'RECOVERY NOTE BY US POWER SQUADRON 2005 (RMH)
 DD3501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0020 ***********************************************************************
 DF0020  DESIGNATION -  499.2
 DF0020  PID         -  DF0020
 DF0020  STATE/COUNTY-  SC/MCCORMICK
 DF0020  USGS QUAD   -  MC CORMICK (1986)
 DF0020
 DF0020                         *CURRENT SURVEY CONTROL
 DF0020  ___________________________________________________________________
 DF0020* NAD 83(1986)-  33 53 45.     (N)    082 16 42.     (W)     SCALED    
 DF0020* NAVD 88     -       151.85   (+/-2cm)     498.2    (feet)  VERTCON   
 DF0020  ___________________________________________________________________
 DF0020  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DF0020
 DF0020  VERT ORDER  -  ? (See Below)
 DF0020
 DF0020.The horizontal coordinates were scaled from a topographic map and have
 DF0020.an estimated accuracy of +/- 6 seconds.
 DF0020
 DF0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0020.The vertical order pertains to the NGVD 29 superseded value.
 DF0020
 DF0020.The geoid height was determined by GEOID03.
 DF0020
 DF0020;                    North         East    Units  Estimated Accuracy
 DF0020;SPC SC       -   229,450.      491,380.      MT  (+/- 180 meters Scaled)
 DF0020
 DF0020                          SUPERSEDED SURVEY CONTROL
 DF0020
 DF0020  NGVD 29 (??/??/92)  152.034  (m)          498.80   (f) ADJ UNCH    ?  
 DF0020
 DF0020.Superseded values are not recommended for survey control.
 DF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0020.See file dsdata.txt to determine how the superseded data were derived.
 DF0020
 DF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT818513(NAD 83)
 DF0020_MARKER: Q = CHISELED SQUARE
 DF0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0020_SP_SET: DRAIN
 DF0020_PROJECTION: FLUSH
 DF0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0020
 DF0020  HISTORY     - Date     Condition        Report By
 DF0020  HISTORY     - UNK      MONUMENTED       USGS
 DF0020  HISTORY     - 1933     GOOD             NGS
 DF0020  HISTORY     - 19970709 MARK NOT FOUND   SCGS
 DF0020
 DF0020                          STATION DESCRIPTION
 DF0020
 DF0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0020'1.5 MI S FROM MC CORMICK.
 DF0020'1.5 MILES SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0020'FROM MC CORMICK, MC CORMICK COUNTY, 0.5 MILE SOUTH OF MILEPOST 42,
 DF0020'AT A GRADE CROSSING, 9 FEET WEST OF THE WEST RAIL, AND ON THE TOP
 DF0020'OF THE SOUTH END OF AN 18-INCH TILE DRAIN.  A CHISELED SQUARE.
 DF0020
 DF0020                          STATION RECOVERY (1997)
 DF0020
 DF0020'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0020'NOT RECOVERED, MEASUREMENTS TO VAGUE.  RECOVERY BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4592 ***********************************************************************
 DD4592  DESIGNATION -  4999 B
 DD4592  PID         -  DD4592
 DD4592  STATE/COUNTY-  SC/HORRY
 DD4592  USGS QUAD   -  BROOKGREEN (1973)
 DD4592
 DD4592                         *CURRENT SURVEY CONTROL
 DD4592  ___________________________________________________________________
 DD4592* NAD 83(2001)-  33 34 28.54815(N)    079 00 01.65807(W)     ADJUSTED  
 DD4592* NAVD 88     -         2.104  (meters)       6.90   (feet)  ADJUSTED  
 DD4592  ___________________________________________________________________
 DD4592  X           -   1,014,960.989 (meters)                     COMP
 DD4592  Y           -  -5,221,745.736 (meters)                     COMP
 DD4592  Z           -   3,507,212.676 (meters)                     COMP
 DD4592  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DD4592  ELLIP HEIGHT-         -32.66  (meters)          (03/27/03) GPS OBS
 DD4592  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD4592  DYNAMIC HT  -           2.102 (meters)       6.90  (feet)  COMP
 DD4592  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 DD4592
 DD4592  HORZ ORDER  -  SECOND
 DD4592  VERT ORDER  -  THIRD
 DD4592  ELLP ORDER  -  FOURTH    CLASS II
 DD4592
 DD4592.The horizontal coordinates were established by GPS observations
 DD4592.and adjusted by the National Geodetic Survey in March 2003..
 DD4592
 DD4592.The orthometric height was determined by differential leveling
 DD4592.and adjusted by the National Geodetic Survey in April 1995..
 DD4592
 DD4592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4592
 DD4592.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4592
 DD4592.The ellipsoidal height was determined by GPS observations
 DD4592.and is referenced to NAD 83.
 DD4592
 DD4592.The geoid height was determined by GEOID03.
 DD4592
 DD4592.The dynamic height is computed by dividing the NAVD 88
 DD4592.geopotential number by the normal gravity value computed on the
 DD4592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4592.degrees latitude (g = 980.6199 gals.).
 DD4592
 DD4592.The modeled gravity was interpolated from observed gravity values.
 DD4592
 DD4592;                    North         East     Units Scale Factor Converg.
 DD4592;SPC SC       -   194,894.890   795,193.131   MT  0.99979502   +1 06 30.8
 DD4592;SPC SC       -   639,418.93  2,608,901.35   iFT  0.99979502   +1 06 30.8
 DD4592;UTM  17      - 3,716,781.021   685,583.254   MT  1.00002462   +1 06 22.0
 DD4592
 DD4592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4592!SPC SC       -   1.00000513  x   0.99979502  =   0.99980015
 DD4592!UTM  17      -   1.00000513  x   1.00002462  =   1.00002975
 DD4592
 DD4592|---------------------------------------------------------------------|
 DD4592| PID    Reference Object                     Distance      Geod. Az  |
 DD4592|                                                           dddmmss.s |
 DD4592| DD4438 5000 B                              203.361 METERS 03048     |
 DD4592| DD4593 4975                                APPROX. 0.6 KM 2162919.9 |
 DD4592| DD3501 4980                                387.041 METERS 21635     |
 DD4592|---------------------------------------------------------------------|
 DD4592
 DD4592                          SUPERSEDED SURVEY CONTROL
 DD4592
 DD4592  NAD 83(1995)-  33 34 28.54863(N)    079 00 01.65838(W) AD(       ) 2
 DD4592  ELLIP H (12/20/99)  -32.70   (m)                       GP(       ) 4 1
 DD4592  NAD 83(1986)-  33 34 28.55832(N)    079 00 01.66283(W) AD(       ) 2
 DD4592  NGVD 29 (05/09/91)    2.431  (m)            7.98   (f) ADJUSTED    3 0
 DD4592
 DD4592.Superseded values are not recommended for survey control.
 DD4592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4592.See file dsdata.txt to determine how the superseded data were derived.
 DD4592
 DD4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8558316781(NAD 83)
 DD4592_MARKER: DD = SURVEY DISK
 DD4592_SETTING: 0 = UNSPECIFIED SETTING
 DD4592_STAMPING: 4999 B 88
 DD4592_MARK LOGO: SCCC  
 DD4592_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4592+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD4592
 DD4592  HISTORY     - Date     Condition        Report By
 DD4592  HISTORY     - UNK      MONUMENTED       SCCC
 DD4592  HISTORY     - 19900920 GOOD             NGS
 DD4592  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 DD4592  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD4592
 DD4592                          STATION DESCRIPTION
 DD4592
 DD4592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4592'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) SOUTHWEST OF SURFSIDE
 DD4592'BEACH, 4.0 KM (2.5 MI) NORTHEAST OF MURRELLS INLET AND IN GARDEN CITY
 DD4592'ON ROAD RIGHT-OF-WAY.
 DD4592'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4592'SC 29202, PHONE 803-737-1314.
 DD4592'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4592'(KINGS HIGHWAY) AND ATLANTIC AVENUE IN GARDEN CITY, GO SOUTHEAST ON
 DD4592'ATLANTIC AVENUE FOR 1.6 KM (1.0 MI) TO A T-JUNCTION, WACCAMAW DRIVE.
 DD4592'TURN RIGHT AND GO SOUTHWEST ON WACCAMAW DRIVE FOR 0.25 KM (0.16 MI)
 DD4592'TO THE STATION ON THE LEFT.
 DD4592'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4592'PREFABRICATED BERNTSEN BREAKAWAY MONUMENT ENCASED IN A PVC PIPE
 DD4592'PROJECTING 15 CM.  LOCATED 8.2 M (26.9 FT) SOUTHEAST FROM CENTER OF
 DD4592'WACCAMAW DRIVE, 6.8 M (22.3 FT) SOUTHWEST FROM EXTENDED CENTER OF
 DD4592'STREET LEADING TO THE NORTHWEST, 0.5 M (1.6 FT) SOUTH OF A FIRE
 DD4592'HYDRANT AND 0.3 M (1.0 FT) SOUTHEAST FROM A WITNESS POST.
 DD4592
 DD4592                          STATION RECOVERY (2001)
 DD4592
 DD4592'RECOVERY NOTE BY US POWER SQUADRON 2001 (HTP)
 DD4592'MARK NOT FOUND.
 DD4592
 DD4592                          STATION RECOVERY (2004)
 DD4592
 DD4592'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3555 ***********************************************************************
 AE3555  HT_MOD      -  This is a Height Modernization Survey Station.
 AE3555  SACS        -  This is a Secondary Airport Control Station.
 AE3555  DESIGNATION -  49J F
 AE3555  PID         -  AE3555
 AE3555  STATE/COUNTY-  SC/BEAUFORT
 AE3555  USGS QUAD   -  HILTON HEAD (1971)
 AE3555
 AE3555                         *CURRENT SURVEY CONTROL
 AE3555  ___________________________________________________________________
 AE3555* NAD 83(2001)-  32 13 28.25408(N)    080 41 53.79722(W)     ADJUSTED  
 AE3555* NAVD 88     -         4.21   (meters)      13.8    (feet)  GPS OBS   
 AE3555  ___________________________________________________________________
 AE3555  X           -     872,950.291 (meters)                     COMP
 AE3555  Y           -  -5,329,784.695 (meters)                     COMP
 AE3555  Z           -   3,381,504.007 (meters)                     COMP
 AE3555  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AE3555  ELLIP HEIGHT-         -27.56  (meters)          (02/10/03) GPS OBS
 AE3555  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 AE3555
 AE3555  HORZ ORDER  -  FIRST
 AE3555  ELLP ORDER  -  FOURTH    CLASS II
 AE3555
 AE3555.This mark is at Hilton Head Airport (49J)
 AE3555
 AE3555.The horizontal coordinates were established by GPS observations
 AE3555.and adjusted by the National Geodetic Survey in February 2003..
 AE3555
 AE3555.The orthometric height was determined by GPS observations and a
 AE3555.high-resolution geoid model.
 AE3555
 AE3555.GPS derived orthometric heights for airport stations designated as
 AE3555.PACS or SACS are published to 2 decimal places.  This maintains
 AE3555.centimeter relative accuracy between the PACS and SACS.  It does
 AE3555.not indicate centimeter accuracy relative to other marks which are
 AE3555.part of the NAVD 88 network.
 AE3555
 AE3555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3555
 AE3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3555
 AE3555.The ellipsoidal height was determined by GPS observations
 AE3555.and is referenced to NAD 83.
 AE3555
 AE3555.The geoid height was determined by GEOID03.
 AE3555
 AE3555;                    North         East     Units Scale Factor Converg.
 AE3555;SPC SC       -    43,427.327   638,044.103   MT  1.00010837   +0 10 02.2
 AE3555;SPC SC       -   142,478.11  2,093,320.55   iFT  1.00010837   +0 10 02.2
 AE3555;UTM  17      - 3,565,361.847   528,429.742   MT  0.99960997   +0 09 39.2
 AE3555
 AE3555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3555!SPC SC       -   1.00000433  x   1.00010837  =   1.00011270
 AE3555!UTM  17      -   1.00000433  x   0.99960997  =   0.99961430
 AE3555
 AE3555:                Primary Azimuth Mark                     Grid Az
 AE3555:SPC SC       -  49J G                                    191 19 25.0
 AE3555:UTM  17      -  49J G                                    191 19 48.0
 AE3555
 AE3555|---------------------------------------------------------------------|
 AE3555| PID    Reference Object                     Distance      Geod. Az  |
 AE3555|                                                           dddmmss.s |
 AE3555| AE3554 49J G                               APPROX. 0.6 KM 1912927.2 |
 AE3555|---------------------------------------------------------------------|
 AE3555
 AE3555                          SUPERSEDED SURVEY CONTROL
 AE3555
 AE3555  NAD 83(1986)-  32 13 28.26549(N)    080 41 53.80456(W) AD(       ) 1
 AE3555  NAD 83(1995)-  32 13 28.25401(N)    080 41 53.79744(W) AD(       ) 1
 AE3555  ELLIP H (09/29/97)  -27.53   (m)                       GP(       ) 4 2
 AE3555
 AE3555.Superseded values are not recommended for survey control.
 AE3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3555.See file dsdata.txt to determine how the superseded data were derived.
 AE3555
 AE3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2843065362(NAD 83)
 AE3555_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3555_STAMPING: 49J F 1996
 AE3555_MARK LOGO: NGS   
 AE3555_PROJECTION: FLUSH
 AE3555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE3555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3555+STABILITY: SURFACE MOTION
 AE3555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3555+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AE3555
 AE3555  HISTORY     - Date     Condition        Report By
 AE3555  HISTORY     - 1996     MONUMENTED       SCGS
 AE3555  HISTORY     - 19971201 GOOD             NGS
 AE3555  HISTORY     - 20030423 GOOD             SCGS
 AE3555
 AE3555                          STATION DESCRIPTION
 AE3555
 AE3555'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3555'STATION IS LOCATED ON HILTON HEAD ISLAND, 14.3 MILES (23.0 KM) SOUTH
 AE3555'OF BEAUFORT.  OWNERSHIP--HILTON HEAD AIRPORT, P.O.  BOX 23739, HILTON
 AE3555'HEAD, SC 29925-3739, AIRPORT DIRECTOR, WILLIAM T.  RAY, PHONE
 AE3555'803-689-5400.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AE3555'278 AND STATE HIGHWAY 46, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF
 AE3555'BLUFFTON, GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 9.5 MILES (15.3 KM) TO
 AE3555'THE JUNCTION OF STATE ROAD 44 (BEACH CITY ROAD) , TURN LEFT ON ROAD 44
 AE3555'FOR 0.55 MILE (0.89 KM) TO THE FORK JUNCTION OF STATE ROADS 333 AND 44
 AE3555'(MATHEWS AND BEACH CITY ROADS) , BEAR LEFT ON ROAD 333 FOR 0.65 MILE
 AE3555'(1.05 KM) TO THE JUNCTION OF A PAVED ENTRANCE ROAD RIGHT LEADING TO
 AE3555'THE HILTON HEAD AIRPORT, TURN RIGHT ON PAVED ROAD FOR 0.1 MILE (0.2
 AE3555'KM) TO A GATE ON THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, OBTAIN
 AE3555'PERMISSION AND PASS THROUGH GATE ACROSS APRON AND TAXI FOR 0.1 MILE
 AE3555'(0.2 KM) TO A TAXIWAY PARALLEL TO RUNWAY, TURN RIGHT ON THE TAXIWAY
 AE3555'FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT BETWEEN TAXIWAY AND
 AE3555'A DRAINAGE DITCH.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AE3555'AND LEVEL WITH THE TAXIWAY, 29.2 FEET (8.9 M) EAST NORTHEAST OF A TAXI
 AE3555'LIGHT NUMBER 79, 28.0 FEET (8.5 M) EAST SOUTHEAST OF THE EAST EDGE OF
 AE3555'THE TAXIWAY, 34.1 FEET (10.4 M) SOUTH SOUTHEAST OF A SCGS REFERENCE
 AE3555'WASHER IN THE TAXIWAY, 150.0 FEET (45.7 M) NORTH NORTHEAST OF THE
 AE3555'SOUTHEAST END OF A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH TAXIWAY.
 AE3555'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AE3555'DESCRIBED BY R.W.  ROBERTS.
 AE3555
 AE3555                          STATION RECOVERY (1997)
 AE3555
 AE3555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AE3555'STATION IS LOCATED ON HILTON HEAD ISLAND, 14.3 MILES (23.0 KM) SOUTH
 AE3555'OF BEAUFORT.  OWNERSHIP--HILTON HEAD AIRPORT, P.O.  BOX 23739, HILTON
 AE3555'HEAD, SC 29925-3739, AIRPORT DIRECTOR, WILLIAM T.  RAY, PHONE
 AE3555'803-689-5400.** TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AE3555'278 AND STATE HIGHWAY 46, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF
 AE3555'BLUFFTON, GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 9.5 MILES (15.3 KM) TO
 AE3555'THE JUNCTION OF STATE ROAD 44 (BEACH CITY ROAD) , TURN LEFT ON ROAD 44
 AE3555'FOR 0.55 MILE (0.89 KM) TO THE FORK JUNCTION OF STATE ROADS 333 AND 44
 AE3555'(MATHEWS AND BEACH CITY ROADS) , BEAR LEFT ON ROAD 333 FOR 0.65 MILE
 AE3555'(1.05 KM) TO THE JUNCTION OF A PAVED ENTRANCE ROAD RIGHT LEADING TO
 AE3555'THE HILTON HEAD AIRPORT, TURN RIGHT ON PAVED ROAD FOR 0.1 MILE (0.2
 AE3555'KM) TO A GATE ON THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, OBTAIN
 AE3555'PERMISSION AND PASS THROUGH GATE ACROSS APRON AND TAXI FOR 0.1 MILE
 AE3555'(0.2 KM) TO A TAXIWAY PARALLEL TO RUNWAY, TURN RIGHT ON THE TAXIWAY
 AE3555'FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT BETWEEN TAXIWAY AND
 AE3555'A DRAINAGE DITCH.** THE STATION IS A CONCRETE POST FLUSH WITH THE
 AE3555'GROUND AND LEVEL WITH THE TAXIWAY, 29.2 FEET (8.9 M) EAST NORTHEAST OF
 AE3555'A TAXI LIGHT NUMBER 79, 28.0 FEET (8.5 M) EAST SOUTHEAST OF THE EAST
 AE3555'EDGE OF THE TAXIWAY, 34.1 FEET (10.4 M) SOUTH SOUTHEAST OF A SCGS
 AE3555'REFERENCE WASHER IN THE TAXIWAY, 150.0 FEET (45.7 M) NORTH NORTHEAST
 AE3555'OF THE SOUTHEAST END OF A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH
 AE3555'TAXIWAY.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AE3555'STATION.
 AE3555
 AE3555                          STATION RECOVERY (2003)
 AE3555
 AE3555'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE3555'STATION IS LOCATED ON HILTON HEAD ISLAND, 14.3 MILES SOUTH OF
 AE3555'BEAUFORT.  OWNERSHIP--HILTON HEAD AIRPORT, 120 BEACH CITY ROAD, HILTON
 AE3555'HEAD, SC 29926,  DIRECTOR-TOM OLSON, PHONE 843-689-5400 OR LARRY A.
 AE3555'YEAGER, CHIEF OF AIRPORT  OPERATIONS, FIRE STATION NUMBER 9, 27 DILLON
 AE3555'ROAD, HILTON HEAD ISLAND, SC 29925-3739, PHONE  843-681-6646, OR
 AE3555'843-301-2492 (CELL). TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AE3555'HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY) AND 278 BYPASS (CROSS
 AE3555'ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST  SOUTHEAST ON HIGHWAY
 AE3555'278 BUSINESS FOR 1.65 MILES TO THE JUNCTION OF STATE ROAD 44 (BEACH
 AE3555'CITY ROAD) LEFT AND (GARDNER DRIVE) RIGHT, TURN LEFT ON ROAD 44 FOR
 AE3555'0.5 MILE TO THE  Y-JUNCTION OF STATE ROAD 44 (MATHEWS ROAD) RIGHT AND
 AE3555'333 (BEACH CITY ROAD)  BEARS LEFT,  BEAR LEFT ON ROAD 333 FOR 0.65
 AE3555'MILE TO AN ENTRANCE ROAD RIGHT TO THE HILTON HEAD  INTERNATIONAL
 AE3555'AIRPORT TERMINAL, TURN RIGHT ON THE ENTRANCE ROAD FOR 0.15 MILE TO A
 AE3555'LOCKED GATE ON THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, OBTAIN
 AE3555'PERMISSION/ACCESS  AND PASS THROUGH GATE FOR 0.1 MILE TO A TAXIWAY
 AE3555'PARALLEL TO THE MAIN RUNWAY, TURN  RIGHT ON THE TAXIWAY FOR 0.15 MILE
 AE3555'TO THE STATION ON THE LEFT NEAR A RUNWAY LIGHT. STATION IS A CONCRETE
 AE3555'POST FLUSH WITH THE GROUND AND LEVEL WITH THE TAXIWAY, 29.2  FEET EAST
 AE3555'NORTHEAST OF THE TAXIWAY LIGHT NUMBER 79, 28.0 FEET EAST SOUTHEAST OF
 AE3555'THE  EAST EDGE OF THE TAXIWAY, 34.1 FEET SOUTH SOUTHEAST OF A SCGS
 AE3555'REFERENCE WASHER SET  INTO THE TAXIWAY, 150.1 FEET NORTH NORTHEAST OF
 AE3555'THE SOUTHEAST END OF A 2.5-FOOT  CONCRETE PIPE CULVERT BENEATH THE
 AE3555'TAXIWAY. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3554 ***********************************************************************
 AE3554  HT_MOD      -  This is a Height Modernization Survey Station.
 AE3554  SACS        -  This is a Secondary Airport Control Station.
 AE3554  DESIGNATION -  49J G
 AE3554  PID         -  AE3554
 AE3554  STATE/COUNTY-  SC/BEAUFORT
 AE3554  USGS QUAD   -  HILTON HEAD (1971)
 AE3554
 AE3554                         *CURRENT SURVEY CONTROL
 AE3554  ___________________________________________________________________
 AE3554* NAD 83(2001)-  32 13 09.59095(N)    080 41 58.26021(W)     ADJUSTED  
 AE3554* NAVD 88     -         5.30   (meters)      17.4    (feet)  GPS OBS   
 AE3554  ___________________________________________________________________
 AE3554  X           -     872,884.658 (meters)                     COMP
 AE3554  Y           -  -5,330,106.995 (meters)                     COMP
 AE3554  Z           -   3,381,018.253 (meters)                     COMP
 AE3554  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AE3554  ELLIP HEIGHT-         -26.46  (meters)          (02/10/03) GPS OBS
 AE3554  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 AE3554
 AE3554  HORZ ORDER  -  FIRST
 AE3554  ELLP ORDER  -  FOURTH    CLASS II
 AE3554
 AE3554.This mark is at Hilton Head Airport (49J)
 AE3554
 AE3554.The horizontal coordinates were established by GPS observations
 AE3554.and adjusted by the National Geodetic Survey in February 2003..
 AE3554
 AE3554.The orthometric height was determined by GPS observations and a
 AE3554.high-resolution geoid model.
 AE3554
 AE3554.GPS derived orthometric heights for airport stations designated as
 AE3554.PACS or SACS are published to 2 decimal places.  This maintains
 AE3554.centimeter relative accuracy between the PACS and SACS.  It does
 AE3554.not indicate centimeter accuracy relative to other marks which are
 AE3554.part of the NAVD 88 network.
 AE3554
 AE3554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3554
 AE3554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3554
 AE3554.The ellipsoidal height was determined by GPS observations
 AE3554.and is referenced to NAD 83.
 AE3554
 AE3554.The geoid height was determined by GEOID03.
 AE3554
 AE3554;                    North         East     Units Scale Factor Converg.
 AE3554;SPC SC       -    42,852.046   637,928.904   MT  1.00011062   +0 09 59.7
 AE3554;SPC SC       -   140,590.70  2,092,942.60   iFT  1.00011062   +0 09 59.7
 AE3554;UTM  17      - 3,564,786.867   528,314.536   MT  0.99960989   +0 09 36.7
 AE3554
 AE3554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3554!SPC SC       -   1.00000415  x   1.00011062  =   1.00011478
 AE3554!UTM  17      -   1.00000415  x   0.99960989  =   0.99961404
 AE3554
 AE3554:                Primary Azimuth Mark                     Grid Az
 AE3554:SPC SC       -  49J F                                    011 19 25.1
 AE3554:UTM  17      -  49J F                                    011 19 48.1
 AE3554
 AE3554|---------------------------------------------------------------------|
 AE3554| PID    Reference Object                     Distance      Geod. Az  |
 AE3554|                                                           dddmmss.s |
 AE3554| AE3555 49J F                               APPROX. 0.6 KM 0112924.8 |
 AE3554|---------------------------------------------------------------------|
 AE3554
 AE3554                          SUPERSEDED SURVEY CONTROL
 AE3554
 AE3554  NAD 83(1986)-  32 13 09.60234(N)    080 41 58.26754(W) AD(       ) 1
 AE3554  NAD 83(1995)-  32 13 09.59089(N)    080 41 58.26043(W) AD(       ) 1
 AE3554  ELLIP H (09/29/97)  -26.43   (m)                       GP(       ) 4 2
 AE3554
 AE3554.Superseded values are not recommended for survey control.
 AE3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3554.See file dsdata.txt to determine how the superseded data were derived.
 AE3554
 AE3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2831564787(NAD 83)
 AE3554_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3554_STAMPING: 49J G 1996
 AE3554_MARK LOGO: NGS   
 AE3554_PROJECTION: FLUSH
 AE3554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE3554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3554+STABILITY: SURFACE MOTION
 AE3554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3554+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AE3554
 AE3554  HISTORY     - Date     Condition        Report By
 AE3554  HISTORY     - 1996     MONUMENTED       SCGS
 AE3554  HISTORY     - 19971201 GOOD             NGS
 AE3554  HISTORY     - 20030423 GOOD             SCGS
 AE3554
 AE3554                          STATION DESCRIPTION
 AE3554
 AE3554'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3554'STATION IS LOCATED ON HILTON HEAD ISLAND, 14.6 MILES (23.5 KM) SOUTH
 AE3554'OF BEAUFORT.  OWNERSHIP--HILTON HEAD AIRPORT, P.O.  BOX 23739, HILTON
 AE3554'HEAD, SC 29925-3739, AIRPORT DIRECTOR, WILLIAM T.  RAY, PHONE
 AE3554'803-689-5400.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AE3554'278 AND STATE HIGHWAY 46, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF
 AE3554'BLUFFTON, GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 9.5 MILES (15.3 KM) TO
 AE3554'THE JUNCTION OF STATE ROAD 44 (BEACH CITY ROAD) , TURN LEFT ON ROAD 44
 AE3554'FOR 0.55 MILE (0.89 KM) TO THE FORK JUNCTION OF STATE ROADS 333 AND 44
 AE3554'(MATHEWS AND BEACH CITY ROADS) , BEAR LEFT ON ROAD 333 FOR 0.65 MILE
 AE3554'(1.05 KM) TO THE JUNCTION OF A PAVED ENTRANCE ROAD RIGHT LEADING TO
 AE3554'THE HILTON HEAD AIRPORT, TURN RIGHT ON PAVED ROAD FOR 0.1 MILE (0.2
 AE3554'KM) TO A GATE ON THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, OBTAIN
 AE3554'PERMISSION AND PASS THROUGH GATE ACROSS APRON AND TAXI FOR 0.1 MILE
 AE3554'(0.2 KM) TO A TAXIWAY PARALLEL TO RUNWAY, TURN RIGHT ON THE TAXIWAY
 AE3554'FOR 0.5 MILE (0.8 KM) TO A TAXIWAY, TURN LEFT CROSSING RUNWAY FOR 0.1
 AE3554'MILE (0.2 KM) TO THE STATION AHEAD ON THE LEFT NEAR A PAVED ROAD
 AE3554'LEADING TO THE AIRPORT FIRE HOUSE AND A WINDSOCK POLE.  STATION IS A
 AE3554'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE TAXIWAY, 18.8
 AE3554'FEET (5.7 M) EAST SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXIWAY, 22.1
 AE3554'FEET (6.7 M) SOUTH SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO
 AE3554'THE FIRE HOUSE, 59.5 FEET (18.1 M) NORTH OF THE WINDSOCK POLE, 21.7
 AE3554'FEET (6.6 M) NORTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE
 AE3554'PIPE CULVERT BENEATH DRIVE. THIS STATION IS DESIGNATED AS A SECONDARY
 AE3554'AIRPORT CONTROL STATION. DESCRIBED BY R.W.  ROBERTS.
 AE3554
 AE3554                          STATION RECOVERY (1997)
 AE3554
 AE3554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AE3554'STATION IS LOCATED ON HILTON HEAD ISLAND, 14.6 MILES (23.5 KM) SOUTH
 AE3554'OF BEAUFORT.  OWNERSHIP--HILTON HEAD AIRPORT, P.O.  BOX 23739, HILTON
 AE3554'HEAD, SC 29925-3739, AIRPORT DIRECTOR, WILLIAM T.  RAY, PHONE
 AE3554'803-689-5400.** TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AE3554'278 AND STATE HIGHWAY 46, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF
 AE3554'BLUFFTON, GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 9.5 MILES (15.3 KM) TO
 AE3554'THE JUNCTION OF STATE ROAD 44 (BEACH CITY ROAD) , TURN LEFT ON ROAD 44
 AE3554'FOR 0.55 MILE (0.89 KM) TO THE FORK JUNCTION OF STATE ROADS 333 AND 44
 AE3554'(MATHEWS AND BEACH CITY ROADS) , BEAR LEFT ON ROAD 333 FOR 0.65 MILE
 AE3554'(1.05 KM) TO THE JUNCTION OF A PAVED ENTRANCE ROAD RIGHT LEADING TO
 AE3554'THE HILTON HEAD AIRPORT, TURN RIGHT ON PAVED ROAD FOR 0.1 MILE (0.2
 AE3554'KM) TO A GATE ON THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, OBTAIN
 AE3554'PERMISSION AND PASS THROUGH GATE ACROSS APRON AND TAXI FOR 0.1 MILE
 AE3554'(0.2 KM) TO A TAXIWAY PARALLEL TO RUNWAY, TURN RIGHT ON THE TAXIWAY
 AE3554'FOR 0.5 MILE (0.8 KM) TO A TAXIWAY, TURN LEFT CROSSING RUNWAY FOR 0.1
 AE3554'MILE (0.2 KM) TO THE STATION AHEAD ON THE LEFT NEAR A PAVED ROAD
 AE3554'LEADING TO THE AIRPORT FIRE HOUSE AND A WINDSOCK POLE.** THE STATION
 AE3554'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE TAXIWAY,
 AE3554'18.8 FEET (5.7 M) EAST SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXIWAY,
 AE3554'22.1 FEET (6.7 M) SOUTH SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING
 AE3554'TO THE FIRE HOUSE, 59.5 FEET (18.1 M) NORTH OF THE WINDSOCK POLE, 21.7
 AE3554'FEET (6.6 M) NORTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE
 AE3554'PIPE CULVERT BENEATH DRIVE. THIS STATION IS DESIGNATED AS A SECONDARY
 AE3554'AIRPORT CONTROL STATION. DESCRIBED BY R.W.  ROBERTS.
 AE3554
 AE3554                          STATION RECOVERY (2003)
 AE3554
 AE3554'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE3554'STATION IS LOCATED ON HILTON HEAD ISLAND, 14.7 MILES SOUTH OF
 AE3554'BEAUFORT.  OWNERSHIP--HILTON HEAD AIRPORT, 120 BEACH CITY ROAD, HILTON
 AE3554'HEAD, SC 29926,  DIRECTOR-TOM OLSON, PHONE 843-689-5400 OR LARRY A.
 AE3554'YEAGER, CHIEF OF AIRPORT OPERATIONS,  FIRE STATION NUMBER 9, 27 DILLON
 AE3554'ROAD, HILTON HEAD ISLAND, SC 29925-3739, PHONE 843-681-6646,  OR
 AE3554'843-301-2492 (CELL). TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AE3554'HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY) AND 278 BYPASS (CROSS
 AE3554'ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST  SOUTHEAST ON HIGHWAY
 AE3554'278 BUSINESS FOR 1.65 MILES TO THE JUNCTION OF STATE ROAD 44 (BEACH
 AE3554'CITY ROAD) LEFT AND (GARDNER DRIVE) RIGHT, TURN LEFT ON ROAD 44 FOR
 AE3554'0.5 MILE TO THE  Y-JUNCTION OF STATE ROAD 44 (MATHEWS ROAD) RIGHT AND
 AE3554'333 (BEACH CITY ROAD)  BEARS LEFT,  BEAR LEFT ON ROAD 333 FOR 0.65
 AE3554'MILE TO AN ENTRANCE ROAD RIGHT TO THE HILTON HEAD  INTERNATIONAL
 AE3554'AIRPORT TERMINAL, TURN RIGHT ON THE ENTRANCE ROAD FOR 0.15 MILE TO A
 AE3554'LOCKED GATE ON THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, OBTAIN
 AE3554'PERMISSION/ACCESS  AND PASS THROUGH GATE FOR 0.1 MILE TO A TAXIWAY
 AE3554'PARALLEL TO THE MAIN RUNWAY, TURN  RIGHT ON THE TAXIWAY FOR 0.5 MILE
 AE3554'TO THE JUNCTION OF ANOTHER TAXIWAY, TURN LEFT  CROSSING THE MAIN
 AE3554'RUNWAY AND BEARING LEFT AND ALONG THE TAXIWAY FOR 0.15 MILE TO THE
 AE3554'STATION ON THE RIGHT IN THE SOUTH ANGLE OF A PAVED DRIVE LEADING TO
 AE3554'THE AIRPORT FIRE  STATION AND WINDSOCK. STATION IS A CONCRETE POST
 AE3554'FLUSH WITH THE GROUND AND LEVEL WITH THE TAXIWAY, 18.8  FEET EAST
 AE3554'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXIWAY, 22.1 FEET SOUTH
 AE3554'SOUTHWEST OF THE CENTER OF THE DRIVE LEADING TO THE FIREHOUSE, 21.7
 AE3554'FEET NORTHWEST  OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE
 AE3554'CULVERT BENEATH THE DRIVE. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3553 ***********************************************************************
 AE3553  HT_MOD      -  This is a Height Modernization Survey Station.
 AE3553  PACS        -  This is a Primary Airport Control Station.
 AE3553  DESIGNATION -  49J H
 AE3553  PID         -  AE3553
 AE3553  STATE/COUNTY-  SC/BEAUFORT
 AE3553  USGS QUAD   -  HILTON HEAD (1971)
 AE3553
 AE3553                         *CURRENT SURVEY CONTROL
 AE3553  ___________________________________________________________________
 AE3553* NAD 83(2001)-  32 13 42.57637(N)    080 41 37.84177(W)     ADJUSTED  
 AE3553* NAVD 88     -         4.35   (meters)      14.3    (feet)  GPS OBS   
 AE3553  ___________________________________________________________________
 AE3553  X           -     873,324.545 (meters)                     COMP
 AE3553  Y           -  -5,329,485.105 (meters)                     COMP
 AE3553  Z           -   3,381,877.286 (meters)                     COMP
 AE3553  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AE3553  ELLIP HEIGHT-         -27.42  (meters)          (02/10/03) GPS OBS
 AE3553  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 AE3553
 AE3553  HORZ ORDER  -  B
 AE3553  ELLP ORDER  -  FOURTH    CLASS II
 AE3553
 AE3553.This mark is at Hilton Head Airport (49J)
 AE3553
 AE3553.The horizontal coordinates were established by GPS observations
 AE3553.and adjusted by the National Geodetic Survey in February 2003..
 AE3553
 AE3553.The orthometric height was determined by GPS observations and a
 AE3553.high-resolution geoid model.
 AE3553
 AE3553.GPS derived orthometric heights for airport stations designated as
 AE3553.PACS or SACS are published to 2 decimal places.  This maintains
 AE3553.centimeter relative accuracy between the PACS and SACS.  It does
 AE3553.not indicate centimeter accuracy relative to other marks which are
 AE3553.part of the NAVD 88 network.
 AE3553
 AE3553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3553
 AE3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3553
 AE3553.The ellipsoidal height was determined by GPS observations
 AE3553.and is referenced to NAD 83.
 AE3553
 AE3553.The geoid height was determined by GEOID03.
 AE3553
 AE3553;                    North         East     Units Scale Factor Converg.
 AE3553;SPC SC       -    43,869.770   638,460.616   MT  1.00010664   +0 10 11.0
 AE3553;SPC SC       -   143,929.69  2,094,687.06   iFT  1.00010664   +0 10 11.0
 AE3553;UTM  17      - 3,565,804.024   528,846.097   MT  0.99961026   +0 09 47.8
 AE3553
 AE3553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3553!SPC SC       -   1.00000431  x   1.00010664  =   1.00011095
 AE3553!UTM  17      -   1.00000431  x   0.99961026  =   0.99961456
 AE3553
 AE3553                          SUPERSEDED SURVEY CONTROL
 AE3553
 AE3553  NAD 83(1986)-  32 13 42.58775(N)    080 41 37.84940(W) AD(       ) 1
 AE3553  NAD 83(1995)-  32 13 42.57630(N)    080 41 37.84199(W) AD(       ) B
 AE3553  ELLIP H (09/29/97)  -27.39   (m)                       GP(       ) 4 2
 AE3553
 AE3553.Superseded values are not recommended for survey control.
 AE3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3553.See file dsdata.txt to determine how the superseded data were derived.
 AE3553
 AE3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2884665804(NAD 83)
 AE3553_MARKER: I = METAL ROD
 AE3553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE3553_STAMPING: 49J H 1996
 AE3553_MARK LOGO: NGS   
 AE3553_PROJECTION: RECESSED 15 CENTIMETERS
 AE3553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE3553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3553+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AE3553_ROD/PIPE-DEPTH: 26.8 meters
 AE3553
 AE3553  HISTORY     - Date     Condition        Report By
 AE3553  HISTORY     - 1996     MONUMENTED       SCGS
 AE3553  HISTORY     - 19971201 GOOD             NGS
 AE3553  HISTORY     - 20030423 GOOD             SCGS
 AE3553
 AE3553                          STATION DESCRIPTION
 AE3553
 AE3553'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3553'STATION IS LOCATED ON HILTON HEAD ISLAND, 14.0 MILES (22.5 KM) SOUTH
 AE3553'OF BEAUFORT.  OWNERSHIP--HILTON HEAD AIRPORT, P.O.  BOX 23739, HILTON
 AE3553'HEAD, SC 29925-3739, AIRPORT DIRECTOR, WILLIAM T.  RAY, PHONE
 AE3553'803-689-5400.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AE3553'278 AND STATE HIGHWAY 46, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF
 AE3553'BLUFFTON, GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 9.5 MILES (15.3 KM) TO
 AE3553'THE JUNCTION OF STATE ROAD 44 (BEACH CITY ROAD) , TURN LEFT ON ROAD 44
 AE3553'FOR 0.55 MILE (0.89 KM) TO THE FORK JUNCTION OF STATE ROADS 333 AND 44
 AE3553'(MATHEWS AND BEACH CITY ROADS) , BEAR LEFT ON ROAD 333 FOR 0.65 MILE
 AE3553'(1.05 KM) TO THE JUNCTION OF A PAVED ENTRANCE ROAD RIGHT LEADING TO
 AE3553'THE HILTON HEAD AIRPORT, TURN RIGHT ON PAVED ROAD FOR 0.1 MILE (0.2
 AE3553'KM) TO A GATE ON THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, OBTAIN
 AE3553'PERMISSION AND PASS THROUGH GATE ACROSS APRON AND TAXI FOR 0.1 MILE
 AE3553'(0.2 KM) TO A TAXIWAY PARALLEL TO RUNWAY, TURN LEFT ON TAXIWAY FOR 0.2
 AE3553'MILE (0.3 KM) TO A TAXIWAY, TURN RIGHT CROSSING RUNWAY TO THE STATION
 AE3553'AHEAD ON THE RIGHT NEAR A PAVED APRON SURROUNDING A GROUP OF THREE
 AE3553'METAL HANGARS.  STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD
 AE3553'DRIVEN TO REFUSAL TO A DEPTH OF 88 FEET (26.8 M) FLUSH WITH THE GROUND
 AE3553'IN A 0.08 FOOT (2.44 CM) GREASE FILLED FLUTED PLASTIC SLEEVE 3.0 FEET
 AE3553'(0.9 M) LONG ENCASED IN A 0.5 FOOT (15.2 CM) DIAMETER PVC PIPE WITH A
 AE3553'NGS LOG CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AE3553'FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) ABOVE THE TAXIWAY, 5.0 FEET
 AE3553'(1.5 M) WEST NORTHWEST OF THE NORTH CORNER OF THE PAVED APRON, 121.5
 AE3553'FEET (37.0 M) NORTH NORTHWEST OF THE NORTH CORNER OF THE NORTHEAST
 AE3553'MOST METAL HANGAR, 129.0 FEET (39.3 M) EAST SOUTHEAST OF THE EAST EDGE
 AE3553'OF THE TAXIWAY, 55.3 FEET (16.9 M) SOUTH SOUTHEAST OF THE SOUTHEAST
 AE3553'CORNER OF A METAL TRANSFORMER BOX, 19.0 FEET (5.8 M) NORTH NORTHEAST
 AE3553'OF THE EXTENDED CENTER OF TAXIWAY (E) .  THIS STATION IS DESIGNATED AS
 AE3553'THE PRIMARY AIRPORT CONTROL STATION.  DESCRIBED BY R.W.  ROBERTS.
 AE3553
 AE3553                          STATION RECOVERY (1997)
 AE3553
 AE3553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AE3553'STATION IS LOCATED ON HILTON HEAD ISLAND, 14.0 MILES (22.5 KM) SOUTH
 AE3553'OF BEAUFORT.  OWNERSHIP--HILTON HEAD AIRPORT, P.O.  BOX 23739, HILTON
 AE3553'HEAD, SC 29925-3739, AIRPORT DIRECTOR, WILLIAM T.  RAY, PHONE
 AE3553'803-689-5400.** TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AE3553'278 AND STATE HIGHWAY 46, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF
 AE3553'BLUFFTON, GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 9.5 MILES (15.3 KM) TO
 AE3553'THE JUNCTION OF STATE ROAD 44 (BEACH CITY ROAD) , TURN LEFT ON ROAD 44
 AE3553'FOR 0.55 MILE (0.89 KM) TO THE FORK JUNCTION OF STATE ROADS 333 AND 44
 AE3553'(MATHEWS AND BEACH CITY ROADS) , BEAR LEFT ON ROAD 333 FOR 0.65 MILE
 AE3553'(1.05 KM) TO THE JUNCTION OF A PAVED ENTRANCE ROAD RIGHT LEADING TO
 AE3553'THE HILTON HEAD AIRPORT, TURN RIGHT ON PAVED ROAD FOR 0.1 MILE (0.2
 AE3553'KM) TO A GATE ON THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, OBTAIN
 AE3553'PERMISSION AND PASS THROUGH GATE ACROSS APRON AND TAXI FOR 0.1 MILE
 AE3553'(0.2 KM) TO A TAXIWAY PARALLEL TO RUNWAY, TURN LEFT ON TAXIWAY FOR 0.2
 AE3553'MILE (0.3 KM) TO A TAXIWAY, TURN RIGHT CROSSING RUNWAY TO THE STATION
 AE3553'AHEAD ON THE RIGHT NEAR A PAVED APRON SURROUNDING A GROUP OF THREE
 AE3553'METAL HANGARS.  ** STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD
 AE3553'DRIVEN TO REFUSAL TO A DEPTH OF 88 FEET (26.8 M) FLUSH WITH THE GROUND
 AE3553'IN A 0.08 FOOT (2.44 CM) GREASE FILLED FLUTED PLASTIC SLEEVE 3.0 FEET
 AE3553'(0.9 M) LONG ENCASED IN A 0.5 FOOT (15.2 CM) DIAMETER PVC PIPE WITH A
 AE3553'NGS LOG CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AE3553'FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) ABOVE THE TAXIWAY, 5.0 FEET
 AE3553'(1.5 M) WEST NORTHWEST OF THE NORTH CORNER OF THE PAVED APRON, 121.5
 AE3553'FEET (37.0 M) NORTH NORTHWEST OF THE NORTH CORNER OF THE NORTHEAST
 AE3553'MOST METAL HANGAR, 129.0 FEET (39.3 M) EAST SOUTHEAST OF THE EAST EDGE
 AE3553'OF THE TAXIWAY, 55.3 FEET (16.9 M) SOUTH SOUTHEAST OF THE SOUTHEAST
 AE3553'CORNER OF A METAL TRANSFORMER BOX, 19.0 FEET (5.8 M) NORTH NORTHEAST
 AE3553'OF THE EXTENDED CENTER OF TAXIWAY (E) .** THIS STATION IS DESIGNATED
 AE3553'AS THE PRIMARY AIRPORT CONTROL STATION.  DESCRIBED BY R.W.  ROBERTS.
 AE3553
 AE3553                          STATION RECOVERY (2003)
 AE3553
 AE3553'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE3553'STATION IS LOCATED ON HILTON HEAD ISLAND, 14. MILES SOUTH OF BEAUFORT.
 AE3553'OWNERSHIP--HILTON HEAD AIRPORT, 120 BEACH CITY ROAD, HILTON HEAD, SC
 AE3553'29926,  DIRECTOR-TOM OLSON, PHONE 843-689-5400 OR LARRY A. YEAGER,
 AE3553'CHIEF OF AIRPORT OPERATIONS,  FIRE STATION NUMBER 9, 27 DILLON ROAD,
 AE3553'HILTON HEAD ISLAND, SC 29925-3739, PHONE 843-681-6646,  OR
 AE3553'843-301-2492 (CELL). TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AE3553'HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY) AND 278 BYPASS (CROSS
 AE3553'ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST  SOUTHEAST ON HIGHWAY
 AE3553'278 BUSINESS FOR 1.65 MILES TO THE JUNCTION OF STATE ROAD 44 (BEACH
 AE3553'CITY ROAD) LEFT AND (GARDNER DRIVE) RIGHT, TURN LEFT ON ROAD 44 FOR
 AE3553'0.5 MILE TO THE  Y-JUNCTION OF STATE ROAD 44 (MATHEWS ROAD) RIGHT AND
 AE3553'333 (BEACH CITY ROAD)  BEARS LEFT,  BEAR LEFT ON ROAD 333 FOR 0.65
 AE3553'MILE TO AN ENTRANCE ROAD RIGHT TO THE HILTON HEAD  INTERNATIONAL
 AE3553'AIRPORT TERMINAL,  TURN RIGHT ON THE ENTRANCE ROAD FOR 0.15 MILE TO A
 AE3553'LOCKED GATE ON THE SOUTHWEST SIDE  OF THE TERMINAL BUILDING, OBTAIN
 AE3553'PERMISSION/ACCESS AND PASS THROUGH GATE FOR 0.1 MILE  TO A TAXIWAY
 AE3553'PARALLEL TO THE MAIN RUNWAY, TURN RIGHT ON THE TAXIWAY FOR 0.5 MILE TO
 AE3553'THE  JUNCTION OF ANOTHER TAXIWAY, TURN LEFT CROSSING THE END OF THE
 AE3553'MAIN RUNWAY AND  BEARING LEFT ALONG THE TAXIWAY FOR 0.45 MILE TO THE
 AE3553'STATION ON THE RIGHT UNDER AN  ACCESS COVER SET INTO THE ASPHALT AREA
 AE3553'NEAR SEVERAL METAL HANGARS. STATION IS A STAINLESS STEEL ROD RECESSED
 AE3553'0.5 FOOT, 121.5 FEET NORTH NORTHWEST OF  THE NORTH CORNER OF THE
 AE3553'NORTHEAST MOST HANGAR, 55.3 FEET SOUTH SOUTHEAST OF  THE SOUTHEAST
 AE3553'CORNER OF A METAL TRANSFORMER BOX, 19.0 FEET NORTH NORTHEAST OF  THE
 AE3553'EXTENDED CENTER OF TAXIWAY (E). RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0078 ***********************************************************************
 CJ0078  DESIGNATION -  5
 CJ0078  PID         -  CJ0078
 CJ0078  STATE/COUNTY-  SC/CHARLESTON
 CJ0078  USGS QUAD   -  CHARLESTON (1983)
 CJ0078
 CJ0078                         *CURRENT SURVEY CONTROL
 CJ0078  ___________________________________________________________________
 CJ0078* NAD 83(1986)-  32 47 51.     (N)    079 55 58.     (W)     SCALED    
 CJ0078* NAVD 88     -         1.141  (meters)       3.74   (feet)  POSTED    
 CJ0078  ___________________________________________________________________
 CJ0078  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 CJ0078  DYNAMIC HT  -           1.140 (meters)       3.74  (feet)  COMP
 CJ0078  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 CJ0078
 CJ0078  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CJ0078
 CJ0078.The horizontal coordinates were scaled from a topographic map and have
 CJ0078.an estimated accuracy of +/- 6 seconds.
 CJ0078
 CJ0078.The orthometric height was determined by differential leveling
 CJ0078.and adjusted by the National Geodetic Survey in 1992..
 CJ0078.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CJ0078.rate of 2.1 thru 3.0 mm/km.
 CJ0078
 CJ0078.The geoid height was determined by GEOID03.
 CJ0078
 CJ0078.The dynamic height is computed by dividing the NAVD 88
 CJ0078.geopotential number by the normal gravity value computed on the
 CJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0078.degrees latitude (g = 980.6199 gals.).
 CJ0078
 CJ0078.The modeled gravity was interpolated from observed gravity values.
 CJ0078
 CJ0078;                    North         East    Units  Estimated Accuracy
 CJ0078;SPC SC       -   107,440.      709,550.      MT  (+/- 180 meters Scaled)
 CJ0078
 CJ0078                          SUPERSEDED SURVEY CONTROL
 CJ0078
 CJ0078  NGVD 29 (03/21/89)    1.440  (m)            4.72   (f) ADJUSTED    1 2
 CJ0078
 CJ0078.Superseded values are not recommended for survey control.
 CJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0078.See file dsdata.txt to determine how the superseded data were derived.
 CJ0078
 CJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS999293(NAD 83)
 CJ0078_MARKER: P = PIPE CAP
 CJ0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CJ0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CJ0078_STAMPING: 4.951
 CJ0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0078
 CJ0078  HISTORY     - Date     Condition        Report By
 CJ0078  HISTORY     - UNK      MONUMENTED       USGS
 CJ0078  HISTORY     - 1952     GOOD             NGS
 CJ0078  HISTORY     - 1962     MARK NOT FOUND   NGS
 CJ0078
 CJ0078                          STATION DESCRIPTION
 CJ0078
 CJ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0078'AT CHARLESTON.
 CJ0078'AT CHARLESTON, JUST SOUTH OF THE UNION STATION, 196 FEET EAST OF
 CJ0078'EAST CURB OF BAY STREET, 3 FEET NORTH OF NORTH CURB OF COLUMBUS
 CJ0078'STREET, 67 FEET WEST OF WEST RAIL OF WEST TRACK OF ATLANTIC COAST
 CJ0078'LINE RAILROAD, 0.3 FOOT EAST OF EAST EDGE OF A CONCRETE WALK
 CJ0078'LEADING NORTH TO STATION, ABOUT LEVEL WITH WALK AND PROJECTING
 CJ0078'2 INCHES.  CENTER PORTION OF CAP IS BATTERED AND THE EDGE OF CAP
 CJ0078'IS HIGH POINT.
 CJ0078
 CJ0078                          STATION RECOVERY (1962)
 CJ0078
 CJ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1472 ***********************************************************************
 DE1472  DESIGNATION -  5
 DE1472  PID         -  DE1472
 DE1472  STATE/COUNTY-  SC/BERKELEY
 DE1472  USGS QUAD   -  CHICORA (1987)
 DE1472
 DE1472                         *CURRENT SURVEY CONTROL
 DE1472  ___________________________________________________________________
 DE1472* NAD 83(1986)-  33 15 09.     (N)    080 05 56.     (W)     SCALED    
 DE1472* NAVD 88     -        21.334  (meters)      69.99   (feet)  ADJUSTED  
 DE1472  ___________________________________________________________________
 DE1472  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DE1472  DYNAMIC HT  -          21.312 (meters)      69.92  (feet)  COMP
 DE1472  MODELED GRAV-     979,586.5   (mgal)                       NAVD 88
 DE1472
 DE1472  VERT ORDER  -  FIRST     CLASS II
 DE1472
 DE1472.The horizontal coordinates were scaled from a topographic map and have
 DE1472.an estimated accuracy of +/- 6 seconds.
 DE1472
 DE1472.The orthometric height was determined by differential leveling
 DE1472.and adjusted by the National Geodetic Survey in June 1991..
 DE1472
 DE1472.The geoid height was determined by GEOID03.
 DE1472
 DE1472.The dynamic height is computed by dividing the NAVD 88
 DE1472.geopotential number by the normal gravity value computed on the
 DE1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1472.degrees latitude (g = 980.6199 gals.).
 DE1472
 DE1472.The modeled gravity was interpolated from observed gravity values.
 DE1472
 DE1472;                    North         East    Units  Estimated Accuracy
 DE1472;SPC SC       -   157,750.      693,560.      MT  (+/- 180 meters Scaled)
 DE1472
 DE1472                          SUPERSEDED SURVEY CONTROL
 DE1472
 DE1472  NGVD 29 (03/21/89)   21.633  (m)           70.97   (f) ADJUSTED    1 2
 DE1472
 DE1472.Superseded values are not recommended for survey control.
 DE1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1472.See file dsdata.txt to determine how the superseded data were derived.
 DE1472
 DE1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS839796(NAD 83)
 DE1472_MARKER: DB = BENCH MARK DISK
 DE1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1472_SP_SET: CONCRETE POST
 DE1472_STAMPING: 1977 - NO. 5
 DE1472_MARK LOGO: SCSC  
 DE1472_PROJECTION: FLUSH
 DE1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1472+STABILITY: SURFACE MOTION
 DE1472
 DE1472  HISTORY     - Date     Condition        Report By
 DE1472  HISTORY     - 1977     MONUMENTED       SCSC
 DE1472  HISTORY     - 1985     GOOD             SCGS
 DE1472
 DE1472                          STATION DESCRIPTION
 DE1472
 DE1472'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1472'12.15 KM (7.55 MI) NW FROM MONCKS CORNER.
 DE1472'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1472'MONCKS CORNER POST OFFICE, THENCE 12.15 KILOMETERS (7.55 MILES)
 DE1472'NORTHWEST ALONG STATE HIGHWAY 6, SET NEAR A POWER POLE, 10.3 METERS
 DE1472'(33.8 FEET) SOUTHWEST OF A BLAZED 12-INCH CHESTNUT TREE, 12.9 METERS
 DE1472'(42.32 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DE1472'1.05 METERS (3.44 FEET) WEST OF THE POWER POLE.
 DE1472'THE MARK IS 0.10 METERS  WSW FROM A WITNESS POST.
 DE1472'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1934 ***********************************************************************
 AB1934  DESIGNATION -  5 001
 AB1934  PID         -  AB1934
 AB1934  STATE/COUNTY-  SC/BAMBERG
 AB1934  USGS QUAD   -  LODGE (1982)
 AB1934
 AB1934                         *CURRENT SURVEY CONTROL
 AB1934  ___________________________________________________________________
 AB1934* NAD 83(1986)-  33 05 24.     (N)    080 59 50.     (W)     SCALED    
 AB1934* NAVD 88     -        44.553  (meters)     146.17   (feet)  ADJUSTED  
 AB1934  ___________________________________________________________________
 AB1934  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 AB1934  DYNAMIC HT  -          44.504 (meters)     146.01  (feet)  COMP
 AB1934  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 AB1934
 AB1934  VERT ORDER  -  FIRST     CLASS II
 AB1934
 AB1934.The horizontal coordinates were scaled from a topographic map and have
 AB1934.an estimated accuracy of +/- 6 seconds.
 AB1934
 AB1934.The orthometric height was determined by differential leveling
 AB1934.and adjusted by the National Geodetic Survey in September 1998..
 AB1934
 AB1934.The geoid height was determined by GEOID03.
 AB1934
 AB1934.The dynamic height is computed by dividing the NAVD 88
 AB1934.geopotential number by the normal gravity value computed on the
 AB1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1934.degrees latitude (g = 980.6199 gals.).
 AB1934
 AB1934.The modeled gravity was interpolated from observed gravity values.
 AB1934
 AB1934;                    North         East    Units  Estimated Accuracy
 AB1934;SPC SC       -   139,360.      609,860.      MT  (+/- 180 meters Scaled)
 AB1934
 AB1934                          SUPERSEDED SURVEY CONTROL
 AB1934
 AB1934.No superseded survey control is available for this station.
 AB1934
 AB1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS002612(NAD 83)
 AB1934_MARKER: DD = SURVEY DISK
 AB1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1934_STAMPING: 5 001 1995
 AB1934_MARK LOGO: SCGS  
 AB1934_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1934+STABILITY: SURFACE MOTION
 AB1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1934+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1934
 AB1934  HISTORY     - Date     Condition        Report By
 AB1934  HISTORY     - 1995     MONUMENTED       SCGS
 AB1934
 AB1934                          STATION DESCRIPTION
 AB1934
 AB1934'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1934'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTHWEST OF LODGE.
 AB1934'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1934'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1934'JUNCTION OF STATE HIGHWAY 64 (FRANKLIN STREET) AND U.S.  HIGHWAY 601
 AB1934'(BROADWAY STREET) IN EHRHARDT, GO EAST ON HIGHWAY 64 FOR 1.1 MILES
 AB1934'(1.8 KM) TO THE STATION NEAR A POWER POLE IN THE SIDE YARD OF A
 AB1934'VINYL-SIDED HOUSE IN THE SOUTH ANGLE OF STATE ROAD 388.  STATION IS A
 AB1934'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 62.8
 AB1934'FEET (19.1 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 AB1934'3.5 FEET (1.1 M) NORTHEAST OF THE POWER POLE NUMBER 303169 WITH A
 AB1934'TRANSFORMER, 128.5 FEET (39.2 M) EAST SOUTHEAST OF THE CENTER OF THE
 AB1934'ROAD, 29.1 FEET (8.9 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3.0
 AB1934'FEET (0.9 M) NORTHEAST OF A WITNESS POST.  DESCRIBED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1935 ***********************************************************************
 AB1935  DESIGNATION -  5 002
 AB1935  PID         -  AB1935
 AB1935  STATE/COUNTY-  SC/BAMBERG
 AB1935  USGS QUAD   -  EHRHARDT (1982)
 AB1935
 AB1935                         *CURRENT SURVEY CONTROL
 AB1935  ___________________________________________________________________
 AB1935* NAD 83(1986)-  33 05 42.     (N)    081 00 27.     (W)     SCALED    
 AB1935* NAVD 88     -        43.860  (meters)     143.90   (feet)  ADJUSTED  
 AB1935  ___________________________________________________________________
 AB1935  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AB1935  DYNAMIC HT  -          43.812 (meters)     143.74  (feet)  COMP
 AB1935  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 AB1935
 AB1935  VERT ORDER  -  FIRST     CLASS II
 AB1935
 AB1935.The horizontal coordinates were scaled from a topographic map and have
 AB1935.an estimated accuracy of +/- 6 seconds.
 AB1935
 AB1935.The orthometric height was determined by differential leveling
 AB1935.and adjusted by the National Geodetic Survey in September 1998..
 AB1935
 AB1935.The geoid height was determined by GEOID03.
 AB1935
 AB1935.The dynamic height is computed by dividing the NAVD 88
 AB1935.geopotential number by the normal gravity value computed on the
 AB1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1935.degrees latitude (g = 980.6199 gals.).
 AB1935
 AB1935.The modeled gravity was interpolated from observed gravity values.
 AB1935
 AB1935;                    North         East    Units  Estimated Accuracy
 AB1935;SPC SC       -   139,920.      608,900.      MT  (+/- 180 meters Scaled)
 AB1935
 AB1935                          SUPERSEDED SURVEY CONTROL
 AB1935
 AB1935.No superseded survey control is available for this station.
 AB1935
 AB1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS993618(NAD 83)
 AB1935_MARKER: DD = SURVEY DISK
 AB1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1935_STAMPING: 5 002 1995
 AB1935_MARK LOGO: SCGS  
 AB1935_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1935+STABILITY: SURFACE MOTION
 AB1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1935+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1935
 AB1935  HISTORY     - Date     Condition        Report By
 AB1935  HISTORY     - 1995     MONUMENTED       SCGS
 AB1935
 AB1935                          STATION DESCRIPTION
 AB1935
 AB1935'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1935'STATION IS LOCATED IN EHRHARDT.  OWNERSHIP--DONALD C.  HIERS.  TO
 AB1935'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 (FRANKLIN
 AB1935'STREET) AND U.S.  HIGHWAY 601 (BROADWAY STREET) IN EHRHARDT, GO EAST
 AB1935'ON HIGHWAY 64 FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF STATE ROADS 73
 AB1935'(ALLEN STREET) AND 274 (GREEN STREET) , CONTINUE ON HIGHWAY 64 FOR
 AB1935'0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR THE EAST CORNER
 AB1935'OF A BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1935'AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 7.6 FEET (2.3 M) NORTHEAST
 AB1935'OF THE EAST CORNER OF THE HOUSE, 70.6 FEET (21.5 M) SOUTH SOUTHWEST OF
 AB1935'THE CENTER OF THE HIGHWAY, 19.0 FEET (5.8 M) WEST NORTHWEST OF THE
 AB1935'CENTER OF THE PAVED DRIVEWAY LEADING BEHIND THE HOUSE.  DESCRIBED BY
 AB1935'R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1936 ***********************************************************************
 AB1936  DESIGNATION -  5 003
 AB1936  PID         -  AB1936
 AB1936  STATE/COUNTY-  SC/BAMBERG
 AB1936  USGS QUAD   -  EHRHARDT (1982)
 AB1936
 AB1936                         *CURRENT SURVEY CONTROL
 AB1936  ___________________________________________________________________
 AB1936* NAD 83(1986)-  33 05 48.     (N)    081 01 01.     (W)     SCALED    
 AB1936* NAVD 88     -        42.270  (meters)     138.68   (feet)  ADJUSTED  
 AB1936  ___________________________________________________________________
 AB1936  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AB1936  DYNAMIC HT  -          42.224 (meters)     138.53  (feet)  COMP
 AB1936  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 AB1936
 AB1936  VERT ORDER  -  FIRST     CLASS II
 AB1936
 AB1936.The horizontal coordinates were scaled from a topographic map and have
 AB1936.an estimated accuracy of +/- 6 seconds.
 AB1936
 AB1936.The orthometric height was determined by differential leveling
 AB1936.and adjusted by the National Geodetic Survey in September 1998..
 AB1936
 AB1936.The geoid height was determined by GEOID03.
 AB1936
 AB1936.The dynamic height is computed by dividing the NAVD 88
 AB1936.geopotential number by the normal gravity value computed on the
 AB1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1936.degrees latitude (g = 980.6199 gals.).
 AB1936
 AB1936.The modeled gravity was interpolated from observed gravity values.
 AB1936
 AB1936;                    North         East    Units  Estimated Accuracy
 AB1936;SPC SC       -   140,100.      608,020.      MT  (+/- 180 meters Scaled)
 AB1936
 AB1936                          SUPERSEDED SURVEY CONTROL
 AB1936
 AB1936.No superseded survey control is available for this station.
 AB1936
 AB1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS984620(NAD 83)
 AB1936_MARKER: DD = SURVEY DISK
 AB1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1936_STAMPING: 5 003 1995
 AB1936_MARK LOGO: SCGS  
 AB1936_PROJECTION: FLUSH
 AB1936_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1936+STABILITY: SURFACE MOTION
 AB1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1936+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 AB1936
 AB1936  HISTORY     - Date     Condition        Report By
 AB1936  HISTORY     - 1995     MONUMENTED       SCGS
 AB1936  HISTORY     - 20050926 GOOD             SCGS
 AB1936
 AB1936                          STATION DESCRIPTION
 AB1936
 AB1936'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1936'STATION IS LOCATED IN EHRHARDT.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1936'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1936'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1936'601 (BROADWAY STREET) AND STATE HIGHWAY 64 (FRANKLIN STREET) IN
 AB1936'EHRHARDT, GO WEST ON HIGHWAY 64 FOR 0.2 MILE (0.3 KM) TO THE STATION
 AB1936'NEAR A POWER POLE IN FRONT OF THE EHRHARDT MEMORIAL LUTHERAN CHURCH IN
 AB1936'THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 109 (WASHINGTON
 AB1936'STREET) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5
 AB1936'FOOT (15.2 CM) ABOVE THE ROADS, 24.1 FEET (7.3 M) WEST OF THE CENTER
 AB1936'OF ROAD 109, 38.5 FEET (11.7 M) SOUTH OF THE CENTER OF THE HIGHWAY,
 AB1936'10.0 FEET (3.0 M) SOUTH OF THE POWER POLE NUMBER 30/130401/842/8 WITH
 AB1936'TWO GUY WIRES AND STREET LIGHT, 46.1 FEET (14.1 M) NORTH NORTHEAST OF
 AB1936'THE NORTHEAST CORNER OF THE CONCRETE BRICK STEP LEADING TO THE FRONT
 AB1936'DOORS OF THE CHURCH.  DESCRIBED BY R.W.  ROBERTS.
 AB1936
 AB1936                          STATION RECOVERY (2005)
 AB1936
 AB1936'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1936'STATION IS LOCATED IN EHRHARDT, 13.8 MI (22.21 KM) SOUTH OF BAMBERG.
 AB1936'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AB1936'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AB1936'OF U.S. HIGHWAY 601 (BROADWAY STREET) AND STATE HIGHWAY 64 (FRANKLIN
 AB1936'STREET) IN EHRHARDT, GO WEST ON HIGHWAY 64 FOR 0.2 MI (0.32 KM) TO THE
 AB1936'STATION ON THE LEFT NEAR A POWER POLE IN FRONT OF EHRHARDT MEMORIAL
 AB1936'LUTHERAN CHURCH, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE ROAD
 AB1936'109 (WASHINGTON STREET). STATION IS A CONCRETE POST FLUSH WITH THE
 AB1936'GROUND AND LEVEL WITH A SIDEWALK, 14.3 FT (4.4 M) NORTHEAST OF THE
 AB1936'METAL BASE OF A SECURITY SPOTLIGHT IN THE CHURCH YARD NEAR THE MAIN
 AB1936'CHURCH ENTRANCE, 10.0 FT (3.0 M) SOUTH OF THE POWER POLE
 AB1936'30/13040/20225/301/B4L/8 WITH A SECURITY LIGHT ATTACHED, 1.1 FT (0.3
 AB1936'M) EAST OF THE EAST EDGE OF THE SIDEWALK, 32.9 FT (10.0 M) NORTHEAST
 AB1936'OF THE NORTHEAST CORNER OF THE FIRST STEP AT THE MAIN ENTRANCE TO THE
 AB1936'CHURCH, 22.6 FT (6.9 M) WEST OF THE CENTER OF ROAD 109, 38.4 FT (44.9
 AB1936'M) SOUTH OF THE CENTER OF THE HIGHWAY. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1937 ***********************************************************************
 AB1937  DESIGNATION -  5 004
 AB1937  PID         -  AB1937
 AB1937  STATE/COUNTY-  SC/BAMBERG
 AB1937  USGS QUAD   -  EHRHARDT (1982)
 AB1937
 AB1937                         *CURRENT SURVEY CONTROL
 AB1937  ___________________________________________________________________
 AB1937* NAD 83(1986)-  33 05 55.     (N)    081 02 03.     (W)     SCALED    
 AB1937* NAVD 88     -        43.709  (meters)     143.40   (feet)  ADJUSTED  
 AB1937  ___________________________________________________________________
 AB1937  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AB1937  DYNAMIC HT  -          43.661 (meters)     143.24  (feet)  COMP
 AB1937  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 AB1937
 AB1937  VERT ORDER  -  FIRST     CLASS II
 AB1937
 AB1937.The horizontal coordinates were scaled from a topographic map and have
 AB1937.an estimated accuracy of +/- 6 seconds.
 AB1937
 AB1937.The orthometric height was determined by differential leveling
 AB1937.and adjusted by the National Geodetic Survey in September 1998..
 AB1937
 AB1937.The geoid height was determined by GEOID03.
 AB1937
 AB1937.The dynamic height is computed by dividing the NAVD 88
 AB1937.geopotential number by the normal gravity value computed on the
 AB1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1937.degrees latitude (g = 980.6199 gals.).
 AB1937
 AB1937.The modeled gravity was interpolated from observed gravity values.
 AB1937
 AB1937;                    North         East    Units  Estimated Accuracy
 AB1937;SPC SC       -   140,320.      606,410.      MT  (+/- 180 meters Scaled)
 AB1937
 AB1937                          SUPERSEDED SURVEY CONTROL
 AB1937
 AB1937.No superseded survey control is available for this station.
 AB1937
 AB1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS968622(NAD 83)
 AB1937_MARKER: DD = SURVEY DISK
 AB1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1937_STAMPING: 5 004 1994
 AB1937_MARK LOGO: SCGS  
 AB1937_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1937+STABILITY: SURFACE MOTION
 AB1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1937+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1937
 AB1937  HISTORY     - Date     Condition        Report By
 AB1937  HISTORY     - 1995     MONUMENTED       SCGS
 AB1937
 AB1937                          STATION DESCRIPTION
 AB1937
 AB1937'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1937'STATION IS LOCATED 1.2 MILES (1.9 KM) WEST OF EHRHARDT.
 AB1937'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1937'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1937'JUNCTION OF U.S.  HIGHWAY 601 (BROADWAY STREET) AND STATE HIGHWAY 64
 AB1937'(FRANKLIN STREET) IN EHRHARDT, GO WEST ON HIGHWAY 64 FOR 0.45 MILE
 AB1937'(0.72 KM) TO THE JUNCTION OF STATE ROAD 25, CONTINUE ON HIGHWAY 64 FOR
 AB1937'0.85 MILE (1.37 KM) TO THE STATION ON THE RIGHT NEAR A METAL GATE IN A
 AB1937'WOOD FENCE LINE JUST PAST A LARGE BRICK HOUSE, 0.55 MILE (0.89 KM)
 AB1937'SOUTH SOUTHEAST OF THE JUNCTION OF STATE ROAD 389.  STATION IS A
 AB1937'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE
 AB1937'HIGHWAY, 40.0 FEET (12.2 M) NORTH NORTHEAST OF THE CENTER OF THE
 AB1937'HIGHWAY, 82.0 FEET (25.0 M) EAST OF THE EAST END OF A 1.2-FOOT
 AB1937'CONCRETE PIPE CULVERT BENEATH THE HIGHWAY, 47.0 FEET (14.3 M) NORTH
 AB1937'NORTHWEST OF THE CENTER OF THE WEST END OF A CIRCULAR DRIVEWAY TO A
 AB1937'TWO-STORY BRICK HOUSE, 117.0 FEET (35.7 M) SOUTH OF THE SOUTHWEST
 AB1937'CORNER OF A CONCRETE BLOCK FARM BUILDING, 11.5 FEET (3.5 M) WEST
 AB1937'SOUTHWEST OF THE WEST WOOD GATE POST WITH A SCGS REFERENCE WASHER
 AB1937'ATTACHED, 1.5 FEET (0.5 M) SOUTH SOUTHEAST OF THE FENCE LINE.
 AB1937'DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1938 ***********************************************************************
 AB1938  DESIGNATION -  5 005
 AB1938  PID         -  AB1938
 AB1938  STATE/COUNTY-  SC/BAMBERG
 AB1938  USGS QUAD   -  EHRHARDT (1982)
 AB1938
 AB1938                         *CURRENT SURVEY CONTROL
 AB1938  ___________________________________________________________________
 AB1938* NAD 83(1986)-  33 06 02.     (N)    081 02 44.     (W)     SCALED    
 AB1938* NAVD 88     -        44.343  (meters)     145.48   (feet)  ADJUSTED  
 AB1938  ___________________________________________________________________
 AB1938  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AB1938  DYNAMIC HT  -          44.295 (meters)     145.32  (feet)  COMP
 AB1938  MODELED GRAV-     979,549.7   (mgal)                       NAVD 88
 AB1938
 AB1938  VERT ORDER  -  FIRST     CLASS II
 AB1938
 AB1938.The horizontal coordinates were scaled from a topographic map and have
 AB1938.an estimated accuracy of +/- 6 seconds.
 AB1938
 AB1938.The orthometric height was determined by differential leveling
 AB1938.and adjusted by the National Geodetic Survey in September 1998..
 AB1938
 AB1938.The geoid height was determined by GEOID03.
 AB1938
 AB1938.The dynamic height is computed by dividing the NAVD 88
 AB1938.geopotential number by the normal gravity value computed on the
 AB1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1938.degrees latitude (g = 980.6199 gals.).
 AB1938
 AB1938.The modeled gravity was interpolated from observed gravity values.
 AB1938
 AB1938;                    North         East    Units  Estimated Accuracy
 AB1938;SPC SC       -   140,530.      605,350.      MT  (+/- 180 meters Scaled)
 AB1938
 AB1938                          SUPERSEDED SURVEY CONTROL
 AB1938
 AB1938.No superseded survey control is available for this station.
 AB1938
 AB1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS957624(NAD 83)
 AB1938_MARKER: DD = SURVEY DISK
 AB1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1938_STAMPING: 5 005 1995
 AB1938_MARK LOGO: SCGS  
 AB1938_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1938+STABILITY: SURFACE MOTION
 AB1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1938+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1938
 AB1938  HISTORY     - Date     Condition        Report By
 AB1938  HISTORY     - 1995     MONUMENTED       SCGS
 AB1938
 AB1938                          STATION DESCRIPTION
 AB1938
 AB1938'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1938'STATION IS LOCATED 1.9 MILES (3.1 KM) WEST NORTHWEST OF EHRHARDT.
 AB1938'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1938'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1938'JUNCTION OF U.S.  HIGHWAY 601 (BROADWAY STREET) AND STATE HIGHWAY 64
 AB1938'(FRANKLIN STREET) IN EHRHARDT, GO WEST ON HIGHWAY 64 FOR 1.75 MILES
 AB1938'(2.82 KM) TO THE JUNCTION OF STATE ROAD 389, CONTINUE ON HIGHWAY 64
 AB1938'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE
 AB1938'JUST AFTER A GROUP OF BRICK HOUSES.  STATION IS A CONCRETE POST FLUSH
 AB1938'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 36.6 FEET
 AB1938'(11.2 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 233.2 FEET
 AB1938'(71.1 M) EAST SOUTHEAST OF THE EXTENDED CENTER OF ROAD 639, 3.8 FEET
 AB1938'(1.2 M) SOUTHEAST OF THE POWER POLE WITH TWO GUY WIRES AND A SCGS
 AB1938'REFERENCE WASHER ATTACHED, 135.2 FEET (41.2 M) NORTHWEST OF THE
 AB1938'NORTHWEST CORNER OF A BRICK HOUSE, 3.9 FEET (1.2 M) EAST OF A PROPERTY
 AB1938'CORNER IRON, 3.6 FEET (1.1 M) WEST SOUTHWEST OF A WITNESS POST.
 AB1938'DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1939 ***********************************************************************
 AB1939  DESIGNATION -  5 006
 AB1939  PID         -  AB1939
 AB1939  STATE/COUNTY-  SC/BAMBERG
 AB1939  USGS QUAD   -  EHRHARDT (1982)
 AB1939
 AB1939                         *CURRENT SURVEY CONTROL
 AB1939  ___________________________________________________________________
 AB1939* NAD 83(2001)-  33 06 09.00666(N)    081 03 56.42113(W)     ADJUSTED  
 AB1939* NAVD 88     -        45.860  (meters)     150.46   (feet)  ADJUSTED  
 AB1939  ___________________________________________________________________
 AB1939  X           -     830,601.125 (meters)                     COMP
 AB1939  Y           -  -5,283,396.227 (meters)                     COMP
 AB1939  Z           -   3,463,495.067 (meters)                     COMP
 AB1939  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AB1939  ELLIP HEIGHT-          14.57  (meters)          (05/04/06) GPS OBS
 AB1939  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 AB1939  DYNAMIC HT  -          45.810 (meters)     150.29  (feet)  COMP
 AB1939  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 AB1939
 AB1939  HORZ ORDER  -  FIRST
 AB1939  VERT ORDER  -  FIRST     CLASS II
 AB1939  ELLP ORDER  -  FOURTH    CLASS II
 AB1939
 AB1939.The horizontal coordinates were established by GPS observations
 AB1939.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 AB1939
 AB1939.The orthometric height was determined by differential leveling
 AB1939.and adjusted by the National Geodetic Survey in September 1998..
 AB1939
 AB1939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1939
 AB1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1939
 AB1939.The ellipsoidal height was determined by GPS observations
 AB1939.and is referenced to NAD 83.
 AB1939
 AB1939.The geoid height was determined by GEOID03.
 AB1939
 AB1939.The dynamic height is computed by dividing the NAVD 88
 AB1939.geopotential number by the normal gravity value computed on the
 AB1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1939.degrees latitude (g = 980.6199 gals.).
 AB1939
 AB1939.The modeled gravity was interpolated from observed gravity values.
 AB1939
 AB1939;                    North         East     Units Scale Factor Converg.
 AB1939;SPC SC       -   140,750.892   603,470.764   MT  0.99984225   -0 02 11.1
 AB1939;SPC SC       -   461,781.14  1,979,890.96   iFT  0.99984225   -0 02 11.1
 AB1939;UTM  17      - 3,662,652.320   493,872.248   MT  0.99960046   -0 02 09.1
 AB1939
 AB1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1939!SPC SC       -   0.99999771  x   0.99984225  =   0.99983996
 AB1939!UTM  17      -   0.99999771  x   0.99960046  =   0.99959817
 AB1939
 AB1939                          SUPERSEDED SURVEY CONTROL
 AB1939
 AB1939  NAVD 88 (05/04/06)   45.86   (m)          150.5    (f) LEVELING    3  
 AB1939
 AB1939.Superseded values are not recommended for survey control.
 AB1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1939.See file dsdata.txt to determine how the superseded data were derived.
 AB1939
 AB1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS9387262652(NAD 83)
 AB1939_MARKER: DD = SURVEY DISK
 AB1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1939_STAMPING: 5 006 1995
 AB1939_MARK LOGO: SCGS  
 AB1939_PROJECTION: RECESSED 8 CENTIMETERS
 AB1939_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1939+STABILITY: SURFACE MOTION
 AB1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1939+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 AB1939
 AB1939  HISTORY     - Date     Condition        Report By
 AB1939  HISTORY     - 1995     MONUMENTED       SCGS
 AB1939  HISTORY     - 20050926 GOOD             SCGS
 AB1939
 AB1939                          STATION DESCRIPTION
 AB1939
 AB1939'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1939'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF EHRHARDT.
 AB1939'OWNERSHIP--RICHARD WISE, P.O.  BOX 1, EHRHARDT, SC 29081.  TO REACH
 AB1939'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 601 (BROADWAY STREET)
 AB1939'AND STATE HIGHWAY 64 (FRANKLIN STREET) IN EHRHARDT, GO WEST ON HIGHWAY
 AB1939'64 FOR 1.9 MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 639, CONTINUE
 AB1939'ON HIGHWAY 64 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF A SAND ROAD
 AB1939'LEFT, TURN LEFT ON THE SAND ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION
 AB1939'ON THE LEFT NEAR A POWER POLE IN THE SIDE YARD OF A BRICK HOUSE.
 AB1939'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AB1939'SAND ROAD, 3.8 FEET (1.2 M) WEST NORTHWEST OF THE POWER POLE WITH A
 AB1939'SCGS REFERENCE WASHER ATTACHED, 43.0 FEET (13.1 M) NORTH OF THE NORTH
 AB1939'CORNER OF THE HOUSE, 47.0 FEET (14.3 M) EAST SOUTHEAST OF THE CENTER
 AB1939'OF THE SAND ROAD, 72.7 FEET (22.2 M) NORTHEAST OF A POWER POLE WITH A
 AB1939'TRANSFORMER.  DESCRIBED BY R.W.  ROBERTS.
 AB1939
 AB1939                          STATION RECOVERY (2005)
 AB1939
 AB1939'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1940 ***********************************************************************
 AB1940  DESIGNATION -  5 007
 AB1940  PID         -  AB1940
 AB1940  STATE/COUNTY-  SC/BAMBERG
 AB1940  USGS QUAD   -  EHRHARDT (1982)
 AB1940
 AB1940                         *CURRENT SURVEY CONTROL
 AB1940  ___________________________________________________________________
 AB1940* NAD 83(1986)-  33 06 29.     (N)    081 05 04.     (W)     SCALED    
 AB1940* NAVD 88     -        46.007  (meters)     150.94   (feet)  ADJUSTED  
 AB1940  ___________________________________________________________________
 AB1940  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AB1940  DYNAMIC HT  -          45.957 (meters)     150.78  (feet)  COMP
 AB1940  MODELED GRAV-     979,552.8   (mgal)                       NAVD 88
 AB1940
 AB1940  VERT ORDER  -  FIRST     CLASS II
 AB1940
 AB1940.The horizontal coordinates were scaled from a topographic map and have
 AB1940.an estimated accuracy of +/- 6 seconds.
 AB1940
 AB1940.The orthometric height was determined by differential leveling
 AB1940.and adjusted by the National Geodetic Survey in September 1998..
 AB1940
 AB1940.The geoid height was determined by GEOID03.
 AB1940
 AB1940.The dynamic height is computed by dividing the NAVD 88
 AB1940.geopotential number by the normal gravity value computed on the
 AB1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1940.degrees latitude (g = 980.6199 gals.).
 AB1940
 AB1940.The modeled gravity was interpolated from observed gravity values.
 AB1940
 AB1940;                    North         East    Units  Estimated Accuracy
 AB1940;SPC SC       -   141,370.      601,720.      MT  (+/- 180 meters Scaled)
 AB1940
 AB1940                          SUPERSEDED SURVEY CONTROL
 AB1940
 AB1940.No superseded survey control is available for this station.
 AB1940
 AB1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS921632(NAD 83)
 AB1940_MARKER: DD = SURVEY DISK
 AB1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1940_STAMPING: 5 007 1995
 AB1940_MARK LOGO: SCGS  
 AB1940_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1940+STABILITY: SURFACE MOTION
 AB1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1940+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1940
 AB1940  HISTORY     - Date     Condition        Report By
 AB1940  HISTORY     - 1995     MONUMENTED       SCGS
 AB1940
 AB1940                          STATION DESCRIPTION
 AB1940
 AB1940'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1940'STATION IS LOCATED 4.2 MILES (6.8 KM) WEST NORTHWEST OF EHRHARDT.
 AB1940'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1940'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1940'JUNCTION OF U.S.  HIGHWAY 601 (BROADWAY STREET) AND STATE HIGHWAY 64
 AB1940'(FRANKLIN STREET) IN EHRHARDT, GO WEST ON HIGHWAY 64 FOR 3.9 MILES
 AB1940'(6.3 KM) TO THE JUNCTION OF STATE ROAD 501, CONTINUE ON HIGHWAY 64 FOR
 AB1940'0.25 MILE (0.40 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN
 AB1940'THE SIDE YARD OF A BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH
 AB1940'THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 118.6 FEET (36.1
 AB1940'M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE, 3.2 FEET (1.0
 AB1940'M) WEST SOUTHWEST OF THE POWER POLE WITH A TRANSFORMER, 36.1 FEET
 AB1940'(11.0 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 78.4 FEET (23.9
 AB1940'M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE PAD (USED FOR
 AB1940'A BASKETBALL COURT) , 3.7 FEET (1.1 M) WEST SOUTHWEST OF A WITNESS
 AB1940'POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1941 ***********************************************************************
 AB1941  DESIGNATION -  5 008
 AB1941  PID         -  AB1941
 AB1941  STATE/COUNTY-  SC/BAMBERG
 AB1941  USGS QUAD   -  EHRHARDT (1982)
 AB1941
 AB1941                         *CURRENT SURVEY CONTROL
 AB1941  ___________________________________________________________________
 AB1941* NAD 83(1986)-  33 06 43.     (N)    081 05 32.     (W)     SCALED    
 AB1941* NAVD 88     -        47.240  (meters)     154.99   (feet)  ADJUSTED  
 AB1941  ___________________________________________________________________
 AB1941  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 AB1941  DYNAMIC HT  -          47.189 (meters)     154.82  (feet)  COMP
 AB1941  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 AB1941
 AB1941  VERT ORDER  -  FIRST     CLASS II
 AB1941
 AB1941.The horizontal coordinates were scaled from a topographic map and have
 AB1941.an estimated accuracy of +/- 6 seconds.
 AB1941
 AB1941.The orthometric height was determined by differential leveling
 AB1941.and adjusted by the National Geodetic Survey in September 1998..
 AB1941
 AB1941.The geoid height was determined by GEOID03.
 AB1941
 AB1941.The dynamic height is computed by dividing the NAVD 88
 AB1941.geopotential number by the normal gravity value computed on the
 AB1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1941.degrees latitude (g = 980.6199 gals.).
 AB1941
 AB1941.The modeled gravity was interpolated from observed gravity values.
 AB1941
 AB1941;                    North         East    Units  Estimated Accuracy
 AB1941;SPC SC       -   141,800.      600,990.      MT  (+/- 180 meters Scaled)
 AB1941
 AB1941                          SUPERSEDED SURVEY CONTROL
 AB1941
 AB1941.No superseded survey control is available for this station.
 AB1941
 AB1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS913637(NAD 83)
 AB1941_MARKER: DD = SURVEY DISK
 AB1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1941_STAMPING: 5 008 1995
 AB1941_MARK LOGO: SCGS  
 AB1941_PROJECTION: FLUSH
 AB1941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1941+STABILITY: SURFACE MOTION
 AB1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1941+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 AB1941
 AB1941  HISTORY     - Date     Condition        Report By
 AB1941  HISTORY     - 1995     MONUMENTED       SCGS
 AB1941  HISTORY     - 20050926 GOOD             SCGS
 AB1941
 AB1941                          STATION DESCRIPTION
 AB1941
 AB1941'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1941'STATION IS LOCATED 4.7 MILES (7.6 KM) WEST NORTHWEST OF EHRHARDT.
 AB1941'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1941'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1941'JUNCTION OF U.S.  HIGHWAY 601 (BROADWAY STREET) AND STATE HIGHWAY 64
 AB1941'(FRANKLIN STREET) IN EHRHARDT, GO WEST ON HIGHWAY 64 FOR 4.6 MILES
 AB1941'(7.4 KM) TO THE JUNCTION OF STATE ROAD 19, TURN RIGHT ON ROAD 19 FOR
 AB1941'0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE AT A
 AB1941'WOOD FENCE LINE SURROUNDING A WOOD HOUSE.  STATION IS A CONCRETE POST
 AB1941'FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE ROAD 19, 4.3 FEET
 AB1941'(1.3 M) NORTH OF THE POWER POLE WITH A TRANSFORMER AND GUY WIRE, 31.0
 AB1941'FEET (9.4 M) EAST OF THE CENTER OF ROAD 19, 131.1 FEET (40.0 M) WEST
 AB1941'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRONT PORCH OF THE HOUSE, 2.1
 AB1941'FEET (0.6 M) WEST OF THE WOOD FENCE LINE, 46.8 FEET (14.3 M) SOUTH OF
 AB1941'THE SOUTH GATE POST FOR THE FENCE, 4.9 FEET (1.5 M) NORTH OF A WITNESS
 AB1941'POST.  DESCRIBED BY R.W.  ROBERTS.
 AB1941
 AB1941                          STATION RECOVERY (2005)
 AB1941
 AB1941'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AB1941'STATION IS LOCATED 4.6 MI (7.4 KM) WEST NORTHWEST OF EHRHARDT, 13.2 MI
 AB1941'(21.24 KM) SOUTH SOUTHWEST OF BAMBERG.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1941'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AB1941'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 601 (BROADWAY
 AB1941'STREET) AND STATE HIGHWAY 64 (FRANKLIN STREET) IN EHRHARDT, GO WEST ON
 AB1941'HIGHWAY 64 FOR 4.6 MILES (7.4 KM) TO THE JUNCTION OF STATE ROAD 19
 AB1941'(COLSTON ROAD), TURN RIGHT ON ROAD 19 FOR 0.15 MILE (0.24 KM) TO THE
 AB1941'STATION ON THE RIGHT NEAR A POWER POLE AT A WOOD FENCE LINE
 AB1941'SURROUNDING A WOOD HOUSE.   STATION IS A CONCRETE POST FLUSH WITH THE
 AB1941'GROUND AND 1.5 FEET (0.5 M) ABOVE ROAD 19, 4.9 FT (7.3 M) NORTH OF THE
 AB1941'POWER POLE NUMBER 55112 WITH A TRANSFORMER AND THREE GUY WIRES, 31.2
 AB1941'FT (9.5 M) EAST OF THE CENTER OF THE ROAD, 131.0 FT (39.9 M) WEST
 AB1941'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRONT PORCH OF THE HOUSE, 2.0
 AB1941'FT (0.6 M) WEST OF THE WOOD FENCE LINE, 47.1 FT (14.4 M) SOUTH OF THE
 AB1941'SOUTH GATE POST FOR THE FENCE, 4.1 FT (1.2 M) NORTH OF A WITNESS POST.
 AB1941'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1945 ***********************************************************************
 AB1945  DESIGNATION -  5 009
 AB1945  PID         -  AB1945
 AB1945  STATE/COUNTY-  SC/BAMBERG
 AB1945  USGS QUAD   -  CLEAR POND (1982)
 AB1945
 AB1945                         *CURRENT SURVEY CONTROL
 AB1945  ___________________________________________________________________
 AB1945* NAD 83(1986)-  33 07 37.     (N)    081 05 29.     (W)     SCALED    
 AB1945* NAVD 88     -        48.977  (meters)     160.69   (feet)  ADJUSTED  
 AB1945  ___________________________________________________________________
 AB1945  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AB1945  DYNAMIC HT  -          48.924 (meters)     160.51  (feet)  COMP
 AB1945  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 AB1945
 AB1945  VERT ORDER  -  FIRST     CLASS II
 AB1945
 AB1945.The horizontal coordinates were scaled from a topographic map and have
 AB1945.an estimated accuracy of +/- 6 seconds.
 AB1945
 AB1945.The orthometric height was determined by differential leveling
 AB1945.and adjusted by the National Geodetic Survey in September 1998..
 AB1945
 AB1945.The geoid height was determined by GEOID03.
 AB1945
 AB1945.The dynamic height is computed by dividing the NAVD 88
 AB1945.geopotential number by the normal gravity value computed on the
 AB1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1945.degrees latitude (g = 980.6199 gals.).
 AB1945
 AB1945.The modeled gravity was interpolated from observed gravity values.
 AB1945
 AB1945;                    North         East    Units  Estimated Accuracy
 AB1945;SPC SC       -   143,460.      601,070.      MT  (+/- 180 meters Scaled)
 AB1945
 AB1945                          SUPERSEDED SURVEY CONTROL
 AB1945
 AB1945.No superseded survey control is available for this station.
 AB1945
 AB1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS914653(NAD 83)
 AB1945_MARKER: DD = SURVEY DISK
 AB1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1945_STAMPING: 5 009 1995
 AB1945_MARK LOGO: SCGS  
 AB1945_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1945+STABILITY: SURFACE MOTION
 AB1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1945+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1945
 AB1945  HISTORY     - Date     Condition        Report By
 AB1945  HISTORY     - 1995     MONUMENTED       SCGS
 AB1945
 AB1945                          STATION DESCRIPTION
 AB1945
 AB1945'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1945'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTHWEST OF EHRHARDT.
 AB1945'OWNERSHIP--BRYANT, ROUTE 1, BOX 37, EHRHARDT, SC 29081.  TO REACH THE
 AB1945'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 601 (BROADWAY STREET) AND
 AB1945'STATE HIGHWAY 64 (FRANKLIN STREET) IN EHRHARDT, GO WEST ON HIGHWAY 64
 AB1945'FOR 4.6 MILES (7.4 KM) TO THE JUNCTION OF STATE ROAD 19, TURN RIGHT ON
 AB1945'ROAD 19 FOR 1.25 MILES (2.01 KM) TO THE STATION ON THE RIGHT IN THE
 AB1945'SIDE YARD OF A CINDER-BLOCK HOUSE.  STATION IS A CONCRETE POST FLUSH
 AB1945'WITH THE GROUND AND LEVEL WITH THE ROAD, 31.9 FEET (9.7 M) EAST OF THE
 AB1945'CENTER OF THE ROAD, 77.0 FEET (23.5 M) NORTHWEST OF THE NORTHWEST
 AB1945'CORNER OF THE HOUSE, 95.5 FEET (29.1 M) NORTH NORTHWEST OF THE POWER
 AB1945'POLE WITH A TRANSFORMER, 16.8 FEET (5.1 M) SOUTH OF THE CENTER OF THE
 AB1945'GRASSY DRIVEWAY TO THE HOUSE.  DESCRIBED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1942 ***********************************************************************
 AB1942  DESIGNATION -  5 010
 AB1942  PID         -  AB1942
 AB1942  STATE/COUNTY-  SC/BAMBERG
 AB1942  USGS QUAD   -  EHRHARDT (1982)
 AB1942
 AB1942                         *CURRENT SURVEY CONTROL
 AB1942  ___________________________________________________________________
 AB1942* NAD 83(1986)-  33 05 41.     (N)    081 05 49.     (W)     SCALED    
 AB1942* NAVD 88     -        44.652  (meters)     146.50   (feet)  ADJUSTED  
 AB1942  ___________________________________________________________________
 AB1942  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 AB1942  DYNAMIC HT  -          44.603 (meters)     146.34  (feet)  COMP
 AB1942  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 AB1942
 AB1942  VERT ORDER  -  FIRST     CLASS II
 AB1942
 AB1942.The horizontal coordinates were scaled from a topographic map and have
 AB1942.an estimated accuracy of +/- 6 seconds.
 AB1942
 AB1942.The orthometric height was determined by differential leveling
 AB1942.and adjusted by the National Geodetic Survey in September 1998..
 AB1942
 AB1942.The geoid height was determined by GEOID03.
 AB1942
 AB1942.The dynamic height is computed by dividing the NAVD 88
 AB1942.geopotential number by the normal gravity value computed on the
 AB1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1942.degrees latitude (g = 980.6199 gals.).
 AB1942
 AB1942.The modeled gravity was interpolated from observed gravity values.
 AB1942
 AB1942;                    North         East    Units  Estimated Accuracy
 AB1942;SPC SC       -   139,890.      600,550.      MT  (+/- 180 meters Scaled)
 AB1942
 AB1942                          SUPERSEDED SURVEY CONTROL
 AB1942
 AB1942.No superseded survey control is available for this station.
 AB1942
 AB1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS909617(NAD 83)
 AB1942_MARKER: DD = SURVEY DISK
 AB1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1942_STAMPING: 5 010 1995
 AB1942_MARK LOGO: SCGS  
 AB1942_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1942+STABILITY: SURFACE MOTION
 AB1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1942+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1942
 AB1942  HISTORY     - Date     Condition        Report By
 AB1942  HISTORY     - 1995     MONUMENTED       SCGS
 AB1942
 AB1942                          STATION DESCRIPTION
 AB1942
 AB1942'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1942'STATION IS LOCATED 4.8 MILES (7.7 KM) WEST SOUTHWEST OF EHRHARDT.
 AB1942'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1942'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1942'JUNCTION OF U.S.  HIGHWAY 601 (BROADWAY STREET) AND STATE HIGHWAY 64
 AB1942'(FRANKLIN STREET) IN EHRHARDT, GO WEST ON HIGHWAY 64 FOR 4.6 MILES
 AB1942'(7.4 KM) TO THE JUNCTION OF STATE ROAD 19, TURN LEFT ON ROAD 19 FOR
 AB1942'1.05 MILE (1.69 KM) TO THE STATION NEAR A POWER POLE IN THE SOUTHWEST
 AB1942'ANGLE OF A SAND DRIVEWAY LEADING TO A BRICK HOUSE (183A) , 0.25 MILE
 AB1942'(0.40 KM) NORTH NORTHWEST OF THE JUNCTION OF STATE ROAD 93.  STATION
 AB1942'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 31.0
 AB1942'FEET (9.4 M) WEST OF THE CENTER OF THE ROAD, 16.5 FEET (5.0 M) SOUTH
 AB1942'OF THE CENTER OF THE DRIVEWAY, 4.2 FEET (1.3 M) EAST OF THE POWER POLE
 AB1942'WITH TWO GUY WIRES, 112.0 FEET (34.1 M) NORTH NORTHWEST OF THE NORTH
 AB1942'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A FIELD ACCESS ROAD
 AB1942'LEADING EAST, 3.7 FEET (1.1 M) EAST OF A WITNESS POST. DESCRIBED BY
 AB1942'R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1943 ***********************************************************************
 AB1943  DESIGNATION -  5 011
 AB1943  PID         -  AB1943
 AB1943  STATE/COUNTY-  SC/BAMBERG
 AB1943  USGS QUAD   -  EHRHARDT (1982)
 AB1943
 AB1943                         *CURRENT SURVEY CONTROL
 AB1943  ___________________________________________________________________
 AB1943* NAD 83(1986)-  33 04 56.     (N)    081 06 08.     (W)     SCALED    
 AB1943* NAVD 88     -        44.043  (meters)     144.50   (feet)  ADJUSTED  
 AB1943  ___________________________________________________________________
 AB1943  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AB1943  DYNAMIC HT  -          43.995 (meters)     144.34  (feet)  COMP
 AB1943  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 AB1943
 AB1943  VERT ORDER  -  FIRST     CLASS II
 AB1943
 AB1943.The horizontal coordinates were scaled from a topographic map and have
 AB1943.an estimated accuracy of +/- 6 seconds.
 AB1943
 AB1943.The orthometric height was determined by differential leveling
 AB1943.and adjusted by the National Geodetic Survey in September 1998..
 AB1943
 AB1943.The geoid height was determined by GEOID03.
 AB1943
 AB1943.The dynamic height is computed by dividing the NAVD 88
 AB1943.geopotential number by the normal gravity value computed on the
 AB1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1943.degrees latitude (g = 980.6199 gals.).
 AB1943
 AB1943.The modeled gravity was interpolated from observed gravity values.
 AB1943
 AB1943;                    North         East    Units  Estimated Accuracy
 AB1943;SPC SC       -   138,510.      600,060.      MT  (+/- 180 meters Scaled)
 AB1943
 AB1943                          SUPERSEDED SURVEY CONTROL
 AB1943
 AB1943.No superseded survey control is available for this station.
 AB1943
 AB1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS904604(NAD 83)
 AB1943_MARKER: DD = SURVEY DISK
 AB1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1943_STAMPING: 5 011 1995
 AB1943_MARK LOGO: SCGS  
 AB1943_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1943+STABILITY: SURFACE MOTION
 AB1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1943+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1943
 AB1943  HISTORY     - Date     Condition        Report By
 AB1943  HISTORY     - 1995     MONUMENTED       SCGS
 AB1943
 AB1943                          STATION DESCRIPTION
 AB1943
 AB1943'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1943'STATION IS LOCATED 5.2 MILES (8.4 KM) WEST SOUTHWEST OF EHRHARDT.
 AB1943'OWNERSHIP--EUNICE B.  BROWN, ROUTE 1, BOX 187, EHRHARDT, SC 29081. TO
 AB1943'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 601 AND STATE
 AB1943'HIGHWAY 641, 4.9 MILES (7.9 KM) SOUTH SOUTHWEST OF EHRHARDT, GO WEST
 AB1943'ON HIGHWAY 641 FOR 3.4 MILES (5.5 KM) TO THE JUNCTION OF STATE ROAD 8,
 AB1943'TURN RIGHT ON ROAD 8 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE
 AB1943'ROAD 31, TURN LEFT ON ROAD 31 FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF
 AB1943'STATE ROAD 19, TURN RIGHT ON ROAD 19 FOR 0.8 MILE (1.3 KM) TO THE
 AB1943'STATION ON THE LEFT NEAR A POWER POLE IN THE FRONT YARD OF A WOOD
 AB1943'HOUSE, 0.8 MILE (1.3 KM) SOUTHWEST OF THE JUNCTION OF STATE ROAD 93.
 AB1943'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M)
 AB1943'ABOVE THE ROAD, 2.8 FEET (0.9 M) SOUTH SOUTHWEST OF THE POWER POLE
 AB1943'WITH A TRANSFORMER, 31.1 FEET (9.5 M) WEST OF THE CENTER OF THE ROAD,
 AB1943'57.5 FEET (17.5 M) NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK
 AB1943'STEPS TO THE FRONT PORCH OF THE HOUSE, 9.6 FEET (2.9 M) NORTHWEST OF
 AB1943'THE NORTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE NORTH
 AB1943'CIRCULAR SAND DRIVEWAY TO THE HOUSE. DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1944 ***********************************************************************
 AB1944  DESIGNATION -  5 012
 AB1944  PID         -  AB1944
 AB1944  STATE/COUNTY-  SC/BAMBERG
 AB1944  USGS QUAD   -  EHRHARDT (1982)
 AB1944
 AB1944                         *CURRENT SURVEY CONTROL
 AB1944  ___________________________________________________________________
 AB1944* NAD 83(1986)-  33 04 12.     (N)    081 06 10.     (W)     SCALED    
 AB1944* NAVD 88     -        39.377  (meters)     129.19   (feet)  ADJUSTED  
 AB1944  ___________________________________________________________________
 AB1944  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AB1944  DYNAMIC HT  -          39.334 (meters)     129.05  (feet)  COMP
 AB1944  MODELED GRAV-     979,549.3   (mgal)                       NAVD 88
 AB1944
 AB1944  VERT ORDER  -  FIRST     CLASS II
 AB1944
 AB1944.The horizontal coordinates were scaled from a topographic map and have
 AB1944.an estimated accuracy of +/- 6 seconds.
 AB1944
 AB1944.The orthometric height was determined by differential leveling
 AB1944.and adjusted by the National Geodetic Survey in September 1998..
 AB1944
 AB1944.The geoid height was determined by GEOID03.
 AB1944
 AB1944.The dynamic height is computed by dividing the NAVD 88
 AB1944.geopotential number by the normal gravity value computed on the
 AB1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1944.degrees latitude (g = 980.6199 gals.).
 AB1944
 AB1944.The modeled gravity was interpolated from observed gravity values.
 AB1944
 AB1944;                    North         East    Units  Estimated Accuracy
 AB1944;SPC SC       -   137,150.      600,000.      MT  (+/- 180 meters Scaled)
 AB1944
 AB1944                          SUPERSEDED SURVEY CONTROL
 AB1944
 AB1944.No superseded survey control is available for this station.
 AB1944
 AB1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS904590(NAD 83)
 AB1944_MARKER: DD = SURVEY DISK
 AB1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1944_STAMPING: 5 012 1995
 AB1944_MARK LOGO: SCGS  
 AB1944_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1944+STABILITY: SURFACE MOTION
 AB1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1944+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1944
 AB1944  HISTORY     - Date     Condition        Report By
 AB1944  HISTORY     - 1995     MONUMENTED       SCGS
 AB1944
 AB1944                          STATION DESCRIPTION
 AB1944
 AB1944'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1944'STATION IS LOCATED 5.5 MILES (8.9 KM) SOUTHWEST OF EHRHARDT.
 AB1944'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1944'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1944'JUNCTION OF U.S.  HIGHWAY 601 AND STATE HIGHWAY 641, 4.9 MILES (7.9
 AB1944'KM) SOUTH SOUTHWEST OF EHRHARDT, GO WEST ON HIGHWAY 641 FOR 3.4 MILES
 AB1944'(5.5 KM) TO THE JUNCTION OF STATE ROAD 8, TURN RIGHT ON ROAD 8 FOR
 AB1944'1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE ROAD 31, TURN LEFT ON
 AB1944'ROAD 31 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT NEAR A POWER
 AB1944'POWER AND THE JUNCTION OF STATE ROAD 19 RIGHT.  STATION IS A CONCRETE
 AB1944'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROADS,
 AB1944'29.0 FEET (8.8 M) SOUTH OF THE EXTENDED CENTER OF ROAD 19, 17.5 FEET
 AB1944'(5.3 M) SOUTH SOUTHEAST OF THE EAST LEG OF A METAL SIGN FOR RIVERS
 AB1944'BRIDGE STATE PARK, 40.0 FEET (12.2 M) SOUTHWEST OF THE CENTER OF ROAD
 AB1944'31, 19.7 FEET (6.0 M) NORTHWEST OF THE POWER POLE WITH FIVE GUY WIRES,
 AB1944'1.7 FEET (0.5 M) NORTH NORTHEAST OF A WITNESS POST. DESCRIBED BY R.W.
 AB1944'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1946 ***********************************************************************
 AB1946  DESIGNATION -  5 013
 AB1946  PID         -  AB1946
 AB1946  STATE/COUNTY-  SC/BAMBERG
 AB1946  USGS QUAD   -  EHRHARDT (1982)
 AB1946
 AB1946                         *CURRENT SURVEY CONTROL
 AB1946  ___________________________________________________________________
 AB1946* NAD 83(1986)-  33 06 46.     (N)    081 06 41.     (W)     SCALED    
 AB1946* NAVD 88     -        48.111  (meters)     157.84   (feet)  ADJUSTED  
 AB1946  ___________________________________________________________________
 AB1946  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 AB1946  DYNAMIC HT  -          48.059 (meters)     157.67  (feet)  COMP
 AB1946  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 AB1946
 AB1946  VERT ORDER  -  FIRST     CLASS II
 AB1946
 AB1946.The horizontal coordinates were scaled from a topographic map and have
 AB1946.an estimated accuracy of +/- 6 seconds.
 AB1946
 AB1946.The orthometric height was determined by differential leveling
 AB1946.and adjusted by the National Geodetic Survey in September 1998..
 AB1946
 AB1946.The geoid height was determined by GEOID03.
 AB1946
 AB1946.The dynamic height is computed by dividing the NAVD 88
 AB1946.geopotential number by the normal gravity value computed on the
 AB1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1946.degrees latitude (g = 980.6199 gals.).
 AB1946
 AB1946.The modeled gravity was interpolated from observed gravity values.
 AB1946
 AB1946;                    North         East    Units  Estimated Accuracy
 AB1946;SPC SC       -   141,890.      599,210.      MT  (+/- 180 meters Scaled)
 AB1946
 AB1946                          SUPERSEDED SURVEY CONTROL
 AB1946
 AB1946.No superseded survey control is available for this station.
 AB1946
 AB1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS896637(NAD 83)
 AB1946_MARKER: DD = SURVEY DISK
 AB1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1946_STAMPING: 5 013 1995
 AB1946_MARK LOGO: SCGS  
 AB1946_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1946+STABILITY: SURFACE MOTION
 AB1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1946+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1946
 AB1946  HISTORY     - Date     Condition        Report By
 AB1946  HISTORY     - 1995     MONUMENTED       SCGS
 AB1946
 AB1946                          STATION DESCRIPTION
 AB1946
 AB1946'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1946'STATION IS LOCATED 5.8 MILES (9.3 KM) WEST NORTHWEST OF EHRHARDT, 6.4
 AB1946'MILES (10.3 KM) SOUTHEAST OF OLAR.  OWNERSHIP--WAYNE CAMP, ROUTE 1,
 AB1946'BOX 203A, EHRHARDT, SC 29081.  TO REACH THE STATION FROM THE SOUTH
 AB1946'JUNCTION OF U.S.  HIGHWAY 301 AND STATE HIGHWAY 64, 2.4 MILES (3.9 KM)
 AB1946'SOUTHEAST OF OLAR, GO SOUTH ON HIGHWAY 64 FOR 3.3 MILES (5.3 KM) TO
 AB1946'THE JUNCTION OF STATE ROAD 231, CONTINUE ON HIGHWAY 64 FOR 0.9 MILE
 AB1946'(1.4 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE SIDE
 AB1946'YARD OF A BRICK HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1946'GROUND, 3.3 FEET (1.0 M) EAST NORTHEAST OF THE POWER POLE WITH A
 AB1946'SECURITY LIGHT, TRANSFORMER AND A GUY WIRE, 63.0 FEET (19.2 M) EAST
 AB1946'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 23.5 FEET (7.2 M)
 AB1946'NORTH NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE PATIO FOR AN IN
 AB1946'GROUND POOL, 231.3 FEET (70.5 M) SOUTH OF THE CENTER OF THE HIGHWAY.
 AB1946'DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1947 ***********************************************************************
 AB1947  DESIGNATION -  5 014
 AB1947  PID         -  AB1947
 AB1947  STATE/COUNTY-  SC/BAMBERG
 AB1947  USGS QUAD   -  SYCAMORE (1982)
 AB1947
 AB1947                         *CURRENT SURVEY CONTROL
 AB1947  ___________________________________________________________________
 AB1947* NAD 83(1986)-  33 06 55.     (N)    081 07 36.     (W)     SCALED    
 AB1947* NAVD 88     -        50.745  (meters)     166.49   (feet)  ADJUSTED  
 AB1947  ___________________________________________________________________
 AB1947  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 AB1947  DYNAMIC HT  -          50.690 (meters)     166.31  (feet)  COMP
 AB1947  MODELED GRAV-     979,556.3   (mgal)                       NAVD 88
 AB1947
 AB1947  VERT ORDER  -  FIRST     CLASS II
 AB1947
 AB1947.The horizontal coordinates were scaled from a topographic map and have
 AB1947.an estimated accuracy of +/- 6 seconds.
 AB1947
 AB1947.The orthometric height was determined by differential leveling
 AB1947.and adjusted by the National Geodetic Survey in September 1998..
 AB1947
 AB1947.The geoid height was determined by GEOID03.
 AB1947
 AB1947.The dynamic height is computed by dividing the NAVD 88
 AB1947.geopotential number by the normal gravity value computed on the
 AB1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1947.degrees latitude (g = 980.6199 gals.).
 AB1947
 AB1947.The modeled gravity was interpolated from observed gravity values.
 AB1947
 AB1947;                    North         East    Units  Estimated Accuracy
 AB1947;SPC SC       -   142,170.      597,780.      MT  (+/- 180 meters Scaled)
 AB1947
 AB1947                          SUPERSEDED SURVEY CONTROL
 AB1947
 AB1947.No superseded survey control is available for this station.
 AB1947
 AB1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS881640(NAD 83)
 AB1947_MARKER: DD = SURVEY DISK
 AB1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1947_STAMPING: 5 014 1995
 AB1947_MARK LOGO: SCGS  
 AB1947_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1947+STABILITY: SURFACE MOTION
 AB1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1947+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1947
 AB1947  HISTORY     - Date     Condition        Report By
 AB1947  HISTORY     - 1995     MONUMENTED       SCGS
 AB1947
 AB1947                          STATION DESCRIPTION
 AB1947
 AB1947'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1947'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTHEAST OF OLAR. OWNERSHIP--W.
 AB1947'MAXWELL BRANT, OLAR, SC 29843, PHONE 803-267-2790.  TO REACH THE
 AB1947'STATION FROM THE SOUTH JUNCTION OF U.S.  HIGHWAY 301 AND STATE HIGHWAY
 AB1947'64, 2.4 MILES (3.9 KM) SOUTHEAST OF OLAR, GO SOUTH ON HIGHWAY 64 FOR
 AB1947'3.3 MILES (5.3 KM) TO THE JUNCTION OF STATE ROAD 231, TURN RIGHT ON
 AB1947'ROAD 231 TO THE STATION NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A
 AB1947'SAND DRIVEWAY LEADING TO FARM BUILDINGS. STATION IS A CONCRETE POST
 AB1947'FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 31.7 FEET
 AB1947'(9.7 M) EAST OF THE CENTER OF THE ROAD, 92.3 FEET (28.1 M) NORTH OF
 AB1947'THE CENTER OF THE DRIVEWAY, 5.2 FEET (1.6 M) WEST SOUTHWEST OF THE
 AB1947'POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 107.6 FEET (32.8 M) WEST
 AB1947'OF THE WESTERN MOST OF THREE METAL SILOS, 108.2 FEET (33.0 M)
 AB1947'NORTHEAST OF THE NORTHEAST CORNER OF A LARGE METAL SHED, 7.5 FEET (2.3
 AB1947'M) SOUTH SOUTHEAST OF A WITNESS POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1948 ***********************************************************************
 AB1948  DESIGNATION -  5 015
 AB1948  PID         -  AB1948
 AB1948  STATE/COUNTY-  SC/BAMBERG
 AB1948  USGS QUAD   -  OLAR (1987)
 AB1948
 AB1948                         *CURRENT SURVEY CONTROL
 AB1948  ___________________________________________________________________
 AB1948* NAD 83(1986)-  33 07 44.     (N)    081 08 32.     (W)     SCALED    
 AB1948* NAVD 88     -        50.444  (meters)     165.50   (feet)  ADJUSTED  
 AB1948  ___________________________________________________________________
 AB1948  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AB1948  DYNAMIC HT  -          50.390 (meters)     165.32  (feet)  COMP
 AB1948  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 AB1948
 AB1948  VERT ORDER  -  FIRST     CLASS II
 AB1948
 AB1948.The horizontal coordinates were scaled from a topographic map and have
 AB1948.an estimated accuracy of +/- 6 seconds.
 AB1948
 AB1948.The orthometric height was determined by differential leveling
 AB1948.and adjusted by the National Geodetic Survey in September 1998..
 AB1948
 AB1948.The geoid height was determined by GEOID03.
 AB1948
 AB1948.The dynamic height is computed by dividing the NAVD 88
 AB1948.geopotential number by the normal gravity value computed on the
 AB1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1948.degrees latitude (g = 980.6199 gals.).
 AB1948
 AB1948.The modeled gravity was interpolated from observed gravity values.
 AB1948
 AB1948;                    North         East    Units  Estimated Accuracy
 AB1948;SPC SC       -   143,680.      596,330.      MT  (+/- 180 meters Scaled)
 AB1948
 AB1948                          SUPERSEDED SURVEY CONTROL
 AB1948
 AB1948.No superseded survey control is available for this station.
 AB1948
 AB1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS867655(NAD 83)
 AB1948_MARKER: DD = SURVEY DISK
 AB1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1948_STAMPING: 5 015 1995
 AB1948_MARK LOGO: SCGS  
 AB1948_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1948+STABILITY: SURFACE MOTION
 AB1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1948+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1948
 AB1948  HISTORY     - Date     Condition        Report By
 AB1948  HISTORY     - 1995     MONUMENTED       SCGS
 AB1948
 AB1948                          STATION DESCRIPTION
 AB1948
 AB1948'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1948'STATION IS LOCATED 4.4 MILES (7.1 KM) SOUTHEAST OF OLAR.
 AB1948'OWNERSHIP--POWER COMPANY RIGHT OF WAY.  TO REACH THE STATION FROM THE
 AB1948'SOUTH JUNCTION OF U.S.  HIGHWAY 301 AND STATE HIGHWAY 64, 2.4 MILES
 AB1948'(3.9 KM) SOUTHEAST OF OLAR, GO SOUTH ON HIGHWAY 64 FOR 1.5 MILES (2.4
 AB1948'KM) TO THE JUNCTION OF A SAND CROSSROAD, CONTINUE ON HIGHWAY 64 FOR
 AB1948'0.5 MILE (0.8 KM) TO THE STATION NEAR A POWER POLE OF A MAJOR POWER
 AB1948'LINE CROSSING IN THE EAST NORTHEAST ANGLE OF A SAND FIELD/FOREST
 AB1948'ACCESS CROSSROAD, 1.3 MILES (2.1 KM) NORTHWEST OF THE JUNCTION OF
 AB1948'STATE ROAD 231.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1948'LEVEL WITH THE HIGHWAY, 61.5 FEET (18.7 M) EAST NORTHEAST OF THE
 AB1948'CENTER OF THE HIGHWAY, 4.3 FEET (1.3 M) WEST OF THE SOUTHERN MOST OF
 AB1948'THREE POWER POLES WITH A SCGS REFERENCE WASHER ATTACHED AND TWO GUY
 AB1948'WIRES, 23.0 FEET (7.0 M) SOUTH SOUTHWEST OF THE MIDDLE ONE OF THREE
 AB1948'POWER POLES WITH A GUY WIRE, 92.5 FEET (28.2 M) SOUTHEAST OF THE
 AB1948'CENTER OF THE SAND ROAD, 8.8 FEET (2.7 M) NORTH NORTHWEST OF A WITNESS
 AB1948'POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1949 ***********************************************************************
 AB1949  DESIGNATION -  5 016
 AB1949  PID         -  AB1949
 AB1949  STATE/COUNTY-  SC/BAMBERG
 AB1949  USGS QUAD   -  OLAR (1987)
 AB1949
 AB1949                         *CURRENT SURVEY CONTROL
 AB1949  ___________________________________________________________________
 AB1949* NAD 83(1986)-  33 08 18.     (N)    081 09 08.     (W)     SCALED    
 AB1949* NAVD 88     -        50.241  (meters)     164.83   (feet)  ADJUSTED  
 AB1949  ___________________________________________________________________
 AB1949  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AB1949  DYNAMIC HT  -          50.187 (meters)     164.66  (feet)  COMP
 AB1949  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 AB1949
 AB1949  VERT ORDER  -  FIRST     CLASS II
 AB1949
 AB1949.The horizontal coordinates were scaled from a topographic map and have
 AB1949.an estimated accuracy of +/- 6 seconds.
 AB1949
 AB1949.The orthometric height was determined by differential leveling
 AB1949.and adjusted by the National Geodetic Survey in September 1998..
 AB1949
 AB1949.The geoid height was determined by GEOID03.
 AB1949
 AB1949.The dynamic height is computed by dividing the NAVD 88
 AB1949.geopotential number by the normal gravity value computed on the
 AB1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1949.degrees latitude (g = 980.6199 gals.).
 AB1949
 AB1949.The modeled gravity was interpolated from observed gravity values.
 AB1949
 AB1949;                    North         East    Units  Estimated Accuracy
 AB1949;SPC SC       -   144,730.      595,400.      MT  (+/- 180 meters Scaled)
 AB1949
 AB1949                          SUPERSEDED SURVEY CONTROL
 AB1949
 AB1949.No superseded survey control is available for this station.
 AB1949
 AB1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS858666(NAD 83)
 AB1949_MARKER: DD = SURVEY DISK
 AB1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1949_STAMPING: 5 016 1995
 AB1949_MARK LOGO: SCGS  
 AB1949_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1949+STABILITY: SURFACE MOTION
 AB1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1949+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1949
 AB1949  HISTORY     - Date     Condition        Report By
 AB1949  HISTORY     - 1995     MONUMENTED       SCGS
 AB1949
 AB1949                          STATION DESCRIPTION
 AB1949
 AB1949'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1949'STATION IS LOCATED 3.5 MILES (5.6 KM) SOUTHEAST OF OLAR.
 AB1949'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1949'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1949'SOUTH JUNCTION OF U.S.  HIGHWAY 301 AND STATE HIGHWAY 64, 2.4 MILES
 AB1949'(3.9 KM) SOUTHEAST OF OLAR, GO SOUTH ON HIGHWAY 64 FOR 1.05 MILES
 AB1949'(1.69 KM) TO THE STATION ON THE RIGHT IN THE FRONT YARD OF A TWO-STORY
 AB1949'BRICK/VINYL-SIDED HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1949'GROUND AND LEVEL WITH THE HIGHWAY, 47.5 FEET (14.5 M) SOUTHWEST OF THE
 AB1949'CENTER OF THE HIGHWAY, 97.6 FEET (29.7 M) NORTHEAST OF THE NORTH
 AB1949'CORNER OF THE GARAGE ADDITION, 42.0 FEET (12.8 M) NORTH NORTHWEST OF
 AB1949'THE CENTER OF THE PAVED DRIVEWAY TO THE HOUSE, 24.3 FEET (7.4 M) WEST
 AB1949'NORTHWEST OF THE NORTHWEST END OF A 2.0 FOOT (0.6 M) METAL PIPE
 AB1949'CULVERT BENEATH THE DRIVEWAY.  DESCRIBED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1950 ***********************************************************************
 AB1950  DESIGNATION -  5 017
 AB1950  PID         -  AB1950
 AB1950  STATE/COUNTY-  SC/BAMBERG
 AB1950  USGS QUAD   -  OLAR (1987)
 AB1950
 AB1950                         *CURRENT SURVEY CONTROL
 AB1950  ___________________________________________________________________
 AB1950* NAD 83(1986)-  33 08 51.     (N)    081 09 47.     (W)     SCALED    
 AB1950* NAVD 88     -        53.166  (meters)     174.43   (feet)  ADJUSTED  
 AB1950  ___________________________________________________________________
 AB1950  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 AB1950  DYNAMIC HT  -          53.109 (meters)     174.24  (feet)  COMP
 AB1950  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 AB1950
 AB1950  VERT ORDER  -  FIRST     CLASS II
 AB1950
 AB1950.The horizontal coordinates were scaled from a topographic map and have
 AB1950.an estimated accuracy of +/- 6 seconds.
 AB1950
 AB1950.The orthometric height was determined by differential leveling
 AB1950.and adjusted by the National Geodetic Survey in September 1998..
 AB1950
 AB1950.The geoid height was determined by GEOID03.
 AB1950
 AB1950.The dynamic height is computed by dividing the NAVD 88
 AB1950.geopotential number by the normal gravity value computed on the
 AB1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1950.degrees latitude (g = 980.6199 gals.).
 AB1950
 AB1950.The modeled gravity was interpolated from observed gravity values.
 AB1950
 AB1950;                    North         East    Units  Estimated Accuracy
 AB1950;SPC SC       -   145,750.      594,390.      MT  (+/- 180 meters Scaled)
 AB1950
 AB1950                          SUPERSEDED SURVEY CONTROL
 AB1950
 AB1950.No superseded survey control is available for this station.
 AB1950
 AB1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS847676(NAD 83)
 AB1950_MARKER: DD = SURVEY DISK
 AB1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1950_STAMPING: 5 017 1995
 AB1950_MARK LOGO: SCGS  
 AB1950_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1950+STABILITY: SURFACE MOTION
 AB1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1950+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1950
 AB1950  HISTORY     - Date     Condition        Report By
 AB1950  HISTORY     - 1995     MONUMENTED       SCGS
 AB1950
 AB1950                          STATION DESCRIPTION
 AB1950
 AB1950'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1950'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTHEAST OF OLAR.
 AB1950'OWNERSHIP--JOHN PROVEAUX.  TO REACH THE STATION FROM THE SOUTH
 AB1950'JUNCTION OF U.S.  HIGHWAY 301 AND STATE HIGHWAY 64, 2.4 MILES (3.9 KM)
 AB1950'SOUTHEAST OF OLAR, GO SOUTHWEST ON HIGHWAY 301 FOR 0.25 MILE (0.40 KM)
 AB1950'TO A SAND DRIVEWAY LEFT, TURN LEFT ALONG THE DRIVEWAY 0.1 MILE (0.2
 AB1950'KM) TO THE STATION NEAR A POWER POLE IN THE SIDE YARD OF A VINYL-SIDED
 AB1950'HOUSE AHEAD.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5
 AB1950'FEET (0.8 M) ABOVE THE DRIVEWAY, 4.7 FEET (1.4 M) SOUTH SOUTHEAST OF
 AB1950'THE POWER POLE NUMBER 272232 WITH A TRANSFORMER AND A GUY WIRE, 93.8
 AB1950'FEET (28.6 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 AB1950'CHIMNEY ON THE NORTH SIDE OF THE HOUSE, 83.6 FEET (25.5 M) NORTH
 AB1950'NORTHEAST OF THE CENTER OF THE SAND DRIVEWAY. DESCRIBED BY R.W.
 AB1950'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1951 ***********************************************************************
 AB1951  DESIGNATION -  5 018
 AB1951  PID         -  AB1951
 AB1951  STATE/COUNTY-  SC/BAMBERG
 AB1951  USGS QUAD   -  OLAR (1987)
 AB1951
 AB1951                         *CURRENT SURVEY CONTROL
 AB1951  ___________________________________________________________________
 AB1951* NAD 83(1986)-  33 09 37.     (N)    081 09 44.     (W)     SCALED    
 AB1951* NAVD 88     -        55.566  (meters)     182.30   (feet)  ADJUSTED  
 AB1951  ___________________________________________________________________
 AB1951  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AB1951  DYNAMIC HT  -          55.506 (meters)     182.11  (feet)  COMP
 AB1951  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 AB1951
 AB1951  VERT ORDER  -  FIRST     CLASS II
 AB1951
 AB1951.The horizontal coordinates were scaled from a topographic map and have
 AB1951.an estimated accuracy of +/- 6 seconds.
 AB1951
 AB1951.The orthometric height was determined by differential leveling
 AB1951.and adjusted by the National Geodetic Survey in September 1998..
 AB1951
 AB1951.The geoid height was determined by GEOID03.
 AB1951
 AB1951.The dynamic height is computed by dividing the NAVD 88
 AB1951.geopotential number by the normal gravity value computed on the
 AB1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1951.degrees latitude (g = 980.6199 gals.).
 AB1951
 AB1951.The modeled gravity was interpolated from observed gravity values.
 AB1951
 AB1951;                    North         East    Units  Estimated Accuracy
 AB1951;SPC SC       -   147,170.      594,470.      MT  (+/- 180 meters Scaled)
 AB1951
 AB1951                          SUPERSEDED SURVEY CONTROL
 AB1951
 AB1951.No superseded survey control is available for this station.
 AB1951
 AB1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS848690(NAD 83)
 AB1951_MARKER: DD = SURVEY DISK
 AB1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1951_STAMPING: 5 018 1995
 AB1951_MARK LOGO: SCGS  
 AB1951_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1951+STABILITY: SURFACE MOTION
 AB1951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1951+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1951
 AB1951  HISTORY     - Date     Condition        Report By
 AB1951  HISTORY     - 1995     MONUMENTED       SCGS
 AB1951
 AB1951                          STATION DESCRIPTION
 AB1951
 AB1951'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1951'STATION IS LOCATED 1.9 MILES (3.1 KM) SOUTHEAST OF OLAR.
 AB1951'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1951'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1951'NORTH JUNCTION OF U.S.  HIGHWAY 301 AND STATE HIGHWAY 64, 2.2 MILES
 AB1951'(3.5 KM) SOUTHEAST OF OLAR, GO NORTH NORTHWEST ON HIGHWAY 64 FOR 0.35
 AB1951'MILE (0.56 KM) TO THE STATION IN THE NORTHWEST ANGLE OF A GRASS DRIVE
 AB1951'TO AN ABANDONED WOOD HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1951'GROUND AND LEVEL WITH HIGHWAY, 95.6 FEET (29.1 M) SOUTH SOUTHWEST OF
 AB1951'THE POWER POLE NUMBER 65939 WITH TWO GUY WIRES AND ACROSS THE ROAD,
 AB1951'27.7 FEET (8.4 M) NORTH NORTHWEST OF THE CENTER OF THE DRIVEWAY, 34.2
 AB1951'FEET (10.4 M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 74.3 FEET
 AB1951'(22.6 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK CHIMNEY
 AB1951'OF THE HOUSE, 53.8 FEET (16.4 M) SOUTH SOUTHEAST OF A TELEPHONE
 AB1951'JUNCTION BOX NUMBER 60, 1.1 FEET (0.3 M) EAST NORTHEAST OF A WITNESS
 AB1951'POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1952 ***********************************************************************
 AB1952  DESIGNATION -  5 019
 AB1952  PID         -  AB1952
 AB1952  STATE/COUNTY-  SC/BAMBERG
 AB1952  USGS QUAD   -  OLAR (1987)
 AB1952
 AB1952                         *CURRENT SURVEY CONTROL
 AB1952  ___________________________________________________________________
 AB1952* NAD 83(1986)-  33 10 18.     (N)    081 10 31.     (W)     SCALED    
 AB1952* NAVD 88     -        50.181  (meters)     164.64   (feet)  ADJUSTED  
 AB1952  ___________________________________________________________________
 AB1952  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AB1952  DYNAMIC HT  -          50.128 (meters)     164.46  (feet)  COMP
 AB1952  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 AB1952
 AB1952  VERT ORDER  -  FIRST     CLASS II
 AB1952
 AB1952.The horizontal coordinates were scaled from a topographic map and have
 AB1952.an estimated accuracy of +/- 6 seconds.
 AB1952
 AB1952.The orthometric height was determined by differential leveling
 AB1952.and adjusted by the National Geodetic Survey in September 1998..
 AB1952
 AB1952.The geoid height was determined by GEOID03.
 AB1952
 AB1952.The dynamic height is computed by dividing the NAVD 88
 AB1952.geopotential number by the normal gravity value computed on the
 AB1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1952.degrees latitude (g = 980.6199 gals.).
 AB1952
 AB1952.The modeled gravity was interpolated from observed gravity values.
 AB1952
 AB1952;                    North         East    Units  Estimated Accuracy
 AB1952;SPC SC       -   148,430.      593,250.      MT  (+/- 180 meters Scaled)
 AB1952
 AB1952                          SUPERSEDED SURVEY CONTROL
 AB1952
 AB1952.No superseded survey control is available for this station.
 AB1952
 AB1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS836703(NAD 83)
 AB1952_MARKER: DD = SURVEY DISK
 AB1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1952_STAMPING: 5 019 1995
 AB1952_MARK LOGO: SCGS  
 AB1952_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1952+STABILITY: SURFACE MOTION
 AB1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1952+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1952
 AB1952  HISTORY     - Date     Condition        Report By
 AB1952  HISTORY     - 1995     MONUMENTED       SCGS
 AB1952
 AB1952                          STATION DESCRIPTION
 AB1952
 AB1952'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1952'STATION IS LOCATED 0.9 MILE (1.4 KM) SOUTHEAST OF OLAR.
 AB1952'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1952'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1952'JUNCTION OF U.S.  HIGHWAY 321 AND STATE HIGHWAY 64 (THIRD STREET) IN
 AB1952'OLAR, GO EAST SOUTHEAST ON HIGHWAY 64 FOR 1.05 MILES (1.69 KM) TO THE
 AB1952'JUNCTION OF STATE ROAD 292, TURN RIGHT ON ROAD 292 FOR 0.2 MILE (0.3
 AB1952'KM) TO THE STATION NEAR A POWER POLE IN THE WEST ANGLE OF A FIELD
 AB1952'ACCESS ROAD.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0
 AB1952'FEET (0.9 M) ABOVE THE ROAD, 32.0 FEET (9.8 M) SOUTHWEST OF THE CENTER
 AB1952'OF THE ROAD, 7.0 FEET (2.1 M) EAST SOUTHEAST OF THE POWER POLE NUMBER
 AB1952'76098 WITH TWO GUY WIRES, 85.0 FEET (25.9 M) WEST NORTHWEST OF THE
 AB1952'NORTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE ACCESS
 AB1952'ROAD, 12.8 FEET (3.9 M) NORTHWEST OF A WITNESS POST.  DESCRIBED BY
 AB1952'R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1953 ***********************************************************************
 AB1953  DESIGNATION -  5 020
 AB1953  PID         -  AB1953
 AB1953  STATE/COUNTY-  SC/BAMBERG
 AB1953  USGS QUAD   -  OLAR (1987)
 AB1953
 AB1953                         *CURRENT SURVEY CONTROL
 AB1953  ___________________________________________________________________
 AB1953* NAD 83(1986)-  33 10 43.     (N)    081 11 04.     (W)     SCALED    
 AB1953* NAVD 88     -        61.475  (meters)     201.69   (feet)  ADJUSTED  
 AB1953  ___________________________________________________________________
 AB1953  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AB1953  DYNAMIC HT  -          61.410 (meters)     201.48  (feet)  COMP
 AB1953  MODELED GRAV-     979,571.6   (mgal)                       NAVD 88
 AB1953
 AB1953  VERT ORDER  -  FIRST     CLASS II
 AB1953
 AB1953.The horizontal coordinates were scaled from a topographic map and have
 AB1953.an estimated accuracy of +/- 6 seconds.
 AB1953
 AB1953.The orthometric height was determined by differential leveling
 AB1953.and adjusted by the National Geodetic Survey in September 1998..
 AB1953
 AB1953.The geoid height was determined by GEOID03.
 AB1953
 AB1953.The dynamic height is computed by dividing the NAVD 88
 AB1953.geopotential number by the normal gravity value computed on the
 AB1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1953.degrees latitude (g = 980.6199 gals.).
 AB1953
 AB1953.The modeled gravity was interpolated from observed gravity values.
 AB1953
 AB1953;                    North         East    Units  Estimated Accuracy
 AB1953;SPC SC       -   149,200.      592,400.      MT  (+/- 180 meters Scaled)
 AB1953
 AB1953                          SUPERSEDED SURVEY CONTROL
 AB1953
 AB1953.No superseded survey control is available for this station.
 AB1953
 AB1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS828711(NAD 83)
 AB1953_MARKER: DD = SURVEY DISK
 AB1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1953_STAMPING: 5 020 1995
 AB1953_MARK LOGO: SCGS  
 AB1953_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1953+STABILITY: SURFACE MOTION
 AB1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1953+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1953
 AB1953  HISTORY     - Date     Condition        Report By
 AB1953  HISTORY     - 1995     MONUMENTED       SCGS
 AB1953
 AB1953                          STATION DESCRIPTION
 AB1953
 AB1953'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1953'STATION IS LOCATED IN OLAR.  OWNERSHIP--TIM PERRELSON, BOX 177, OLAR,
 AB1953'SC 29843.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 321
 AB1953'AND STATE HIGHWAY 64 (THIRD STREET) IN OLAR, GO SOUTH SOUTHWEST ON
 AB1953'HIGHWAY 321 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 134,
 AB1953'TURN LEFT ON ROAD 134 FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A
 AB1953'POWER POLE IN THE FRONT YARD OF A WOOD-SIDED HOUSE IN THE NORTHWEST
 AB1953'ANGLE OF THE JUNCTION OF STATE ROAD 64.  STATION IS A CONCRETE POST
 AB1953'FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 23.1 FEET (7.0 M)
 AB1953'NORTH NORTHEAST OF THE CENTER OF ROAD 134, 27.2 FEET (8.3 M) WEST
 AB1953'NORTHWEST OF THE CENTER OF ROAD 64, 4.0 FEET (1.2 M) NORTH NORTHWEST
 AB1953'OF THE POWER POLE NUMBER 42411 WITH FOUR GUY WIRES, 32.7 FEET (10.0 M)
 AB1953'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH BRICK PILLAR AT
 AB1953'THE FRONT PORCH.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1954 ***********************************************************************
 AB1954  DESIGNATION -  5 021
 AB1954  PID         -  AB1954
 AB1954  STATE/COUNTY-  SC/BAMBERG
 AB1954  USGS QUAD   -  OLAR (1987)
 AB1954
 AB1954                         *CURRENT SURVEY CONTROL
 AB1954  ___________________________________________________________________
 AB1954* NAD 83(1986)-  33 11 02.     (N)    081 11 05.     (W)     SCALED    
 AB1954* NAVD 88     -        62.832  (meters)     206.14   (feet)  ADJUSTED  
 AB1954  ___________________________________________________________________
 AB1954  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AB1954  DYNAMIC HT  -          62.765 (meters)     205.92  (feet)  COMP
 AB1954  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 AB1954
 AB1954  VERT ORDER  -  FIRST     CLASS II
 AB1954
 AB1954.The horizontal coordinates were scaled from a topographic map and have
 AB1954.an estimated accuracy of +/- 6 seconds.
 AB1954
 AB1954.The orthometric height was determined by differential leveling
 AB1954.and adjusted by the National Geodetic Survey in September 1998..
 AB1954
 AB1954.The geoid height was determined by GEOID03.
 AB1954
 AB1954.The dynamic height is computed by dividing the NAVD 88
 AB1954.geopotential number by the normal gravity value computed on the
 AB1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1954.degrees latitude (g = 980.6199 gals.).
 AB1954
 AB1954.The modeled gravity was interpolated from observed gravity values.
 AB1954
 AB1954;                    North         East    Units  Estimated Accuracy
 AB1954;SPC SC       -   149,790.      592,380.      MT  (+/- 180 meters Scaled)
 AB1954
 AB1954                          SUPERSEDED SURVEY CONTROL
 AB1954
 AB1954.No superseded survey control is available for this station.
 AB1954
 AB1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS827716(NAD 83)
 AB1954_MARKER: DD = SURVEY DISK
 AB1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1954_STAMPING: 5 021 1995
 AB1954_MARK LOGO: SCGS  
 AB1954_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1954+STABILITY: SURFACE MOTION
 AB1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1954+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1954
 AB1954  HISTORY     - Date     Condition        Report By
 AB1954  HISTORY     - 1995     MONUMENTED       SCGS
 AB1954
 AB1954                          STATION DESCRIPTION
 AB1954
 AB1954'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1954'STATION IS LOCATED IN OLAR.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1954'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1954'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1954'321 AND STATE HIGHWAY 64 (THIRD STREET) IN OLAR, GO WEST NORTHWEST ON
 AB1954'HIGHWAY 64 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 11,
 AB1954'TURN RIGHT ON ROAD 11 FOR 0.2 MILE (0.3 KM) TO THE STATION NEAR A
 AB1954'POWER POLE IN THE WEST SOUTHWEST ANGLE OF THE JUNCTION OF STATE ROAD
 AB1954'289.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AB1954'THE ROADS, 29.8 FEET (9.1 M) WEST NORTHWEST OF THE CENTER OF ROAD 11,
 AB1954'19.0 FEET (5.8 M) SOUTH SOUTHWEST OF THE CENTER OF ROAD 289, 164.2
 AB1954'FEET (50.0 M) EAST NORTHEAST OF THE EAST NORTHEAST CORNER OF THE
 AB1954'NORTHEAST WING OF A LARGE BRICK CHURCH (FIRST BAPTIST CHURCH) , 3.8
 AB1954'FEET (1.2 M) EAST SOUTHEAST OF THE POWER POLE NUMBER 179875 WITH A GUY
 AB1954'WIRE AND A SECURITY LIGHT, 4.1 FEET (1.2 M) NORTHWEST OF A WITNESS
 AB1954'POST.  DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1955 ***********************************************************************
 AB1955  DESIGNATION -  5 022
 AB1955  PID         -  AB1955
 AB1955  STATE/COUNTY-  SC/BAMBERG
 AB1955  USGS QUAD   -  OLAR (1987)
 AB1955
 AB1955                         *CURRENT SURVEY CONTROL
 AB1955  ___________________________________________________________________
 AB1955* NAD 83(1986)-  33 11 25.     (N)    081 10 59.     (W)     SCALED    
 AB1955* NAVD 88     -        70.654  (meters)     231.80   (feet)  ADJUSTED  
 AB1955  ___________________________________________________________________
 AB1955  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AB1955  DYNAMIC HT  -          70.579 (meters)     231.56  (feet)  COMP
 AB1955  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 AB1955
 AB1955  VERT ORDER  -  FIRST     CLASS II
 AB1955
 AB1955.The horizontal coordinates were scaled from a topographic map and have
 AB1955.an estimated accuracy of +/- 6 seconds.
 AB1955
 AB1955.The orthometric height was determined by differential leveling
 AB1955.and adjusted by the National Geodetic Survey in September 1998..
 AB1955
 AB1955.The geoid height was determined by GEOID03.
 AB1955
 AB1955.The dynamic height is computed by dividing the NAVD 88
 AB1955.geopotential number by the normal gravity value computed on the
 AB1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1955.degrees latitude (g = 980.6199 gals.).
 AB1955
 AB1955.The modeled gravity was interpolated from observed gravity values.
 AB1955
 AB1955;                    North         East    Units  Estimated Accuracy
 AB1955;SPC SC       -   150,500.      592,530.      MT  (+/- 180 meters Scaled)
 AB1955
 AB1955                          SUPERSEDED SURVEY CONTROL
 AB1955
 AB1955.No superseded survey control is available for this station.
 AB1955
 AB1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS829723(NAD 83)
 AB1955_MARKER: DD = SURVEY DISK
 AB1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1955_STAMPING: 5 022 1995
 AB1955_MARK LOGO: SCGS  
 AB1955_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1955+STABILITY: SURFACE MOTION
 AB1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1955+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB1955
 AB1955  HISTORY     - Date     Condition        Report By
 AB1955  HISTORY     - 1995     MONUMENTED       SCGS
 AB1955
 AB1955                          STATION DESCRIPTION
 AB1955
 AB1955'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AB1955'STATION IS LOCATED 0.6 MILE (1.0 KM) NORTH NORTHEAST OF OLAR.
 AB1955'OWNERSHIP--LEEROY CARTER, P.O.  BOX 123, OLAR, SC 29843.  TO REACH THE
 AB1955'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 321 AND STATE HIGHWAY 64
 AB1955'(THIRD STREET) IN OLAR, GO NORTH NORTHEAST ON HIGHWAY 321 FOR 0.6 MILE
 AB1955'(1.0 KM) TO THE JUNCTION OF STATE ROAD 416 RIGHT AND A SAND ROAD LEFT,
 AB1955'TURN LEFT ON THE SAND ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION NEAR
 AB1955'THE SECURITY LIGHT POLE IN THE FRONT YARD OF A VINYL-SIDED HOUSE IN A
 AB1955'GROUP OF TWO HOUSES.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AB1955'AND LEVEL WITH THE ROAD, 3.3 FEET (1.0 M) SOUTHEAST OF THE SECURITY
 AB1955'LIGHT POLE NUMBER 205619, 16.0 FEET (4.9 M) SOUTHWEST OF THE EXTENDED
 AB1955'CENTER OF THE SAND DRIVEWAY/ROAD, 51.7 FEET (15.8 M) NORTH OF THE
 AB1955'NORTH CORNER OF A MASONITE-SIDED HOUSE, 26.4 FEET (8.0 M) EAST OF THE
 AB1955'EAST CORNER OF THE CONCRETE FRONT PORCH OF THE VINYL-SIDED HOUSE.
 AB1955'DESCRIBED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0642 ***********************************************************************
 DE0642  DESIGNATION -  5 32
 DE0642  PID         -  DE0642
 DE0642  STATE/COUNTY-  SC/BARNWELL
 DE0642  USGS QUAD   -  SNELLING (1989)
 DE0642
 DE0642                         *CURRENT SURVEY CONTROL
 DE0642  ___________________________________________________________________
 DE0642* NAD 83(1986)-  33 14 29.     (N)    081 27 44.     (W)     SCALED    
 DE0642* NAVD 88     -        68.413  (meters)     224.45   (feet)  ADJUSTED  
 DE0642  ___________________________________________________________________
 DE0642  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DE0642  DYNAMIC HT  -          68.339 (meters)     224.21  (feet)  COMP
 DE0642  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 DE0642
 DE0642  VERT ORDER  -  FIRST     CLASS II
 DE0642
 DE0642.The horizontal coordinates were scaled from a topographic map and have
 DE0642.an estimated accuracy of +/- 6 seconds.
 DE0642
 DE0642.The orthometric height was determined by differential leveling
 DE0642.and adjusted by the National Geodetic Survey in June 1991..
 DE0642
 DE0642.The geoid height was determined by GEOID03.
 DE0642
 DE0642.The dynamic height is computed by dividing the NAVD 88
 DE0642.geopotential number by the normal gravity value computed on the
 DE0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0642.degrees latitude (g = 980.6199 gals.).
 DE0642
 DE0642.The modeled gravity was interpolated from observed gravity values.
 DE0642
 DE0642;                    North         East    Units  Estimated Accuracy
 DE0642;SPC SC       -   156,250.      566,530.      MT  (+/- 180 meters Scaled)
 DE0642
 DE0642                          SUPERSEDED SURVEY CONTROL
 DE0642
 DE0642  NGVD 29 (??/??/92)   68.672  (m)          225.30   (f) ADJ UNCH    1 2
 DE0642
 DE0642.Superseded values are not recommended for survey control.
 DE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0642.See file dsdata.txt to determine how the superseded data were derived.
 DE0642
 DE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS569781(NAD 83)
 DE0642_MARKER: P = PIPE CAP
 DE0642_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0642_SP_SET: METAL PIPE IN CONCRETE
 DE0642_STAMPING: S.C.H.D. U.S.C. AND G.S.N O. 5-32
 DE0642_MARK LOGO: SCHD  
 DE0642_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0642+STABILITY: SURFACE MOTION
 DE0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE0642+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1992
 DE0642
 DE0642  HISTORY     - Date     Condition        Report By
 DE0642  HISTORY     - UNK      MONUMENTED       SCHD
 DE0642  HISTORY     - 1961     GOOD             NGS
 DE0642  HISTORY     - 19920213 GOOD             SCGS
 DE0642  HISTORY     - 19920513 GOOD             SCGS
 DE0642
 DE0642                          STATION DESCRIPTION
 DE0642
 DE0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0642'0.4 MI W FROM SNELLING.
 DE0642'ABOUT 0.4 MILE WEST ALONG ATLANTIC COAST LINE RAILROAD FROM A
 DE0642'BLACK TOP ROAD CROSSING, 0.6 MILE EAST OF MILEPOST K 417, ABOUT 12
 DE0642'RAILS WEST OF A GRADED ROAD CROSSING BETWEEN THE TRACK AND STATE
 DE0642'HIGHWAY 64, ON THE EAST SLOPE ABOUT 100 YARDS EAST OF THE TOP OF
 DE0642'A HILL, 31 1/2 FEET SOUTH OF CENTER LINE OF THE SOUTH LANE OF THE
 DE0642'HIGHWAY, 157 FEET NORTH OF THE NORTH RAIL, 24 1/2 FEET WEST OF A
 DE0642'TELEPHONE POLE WITH A GUY WIRE, (THE LAST POLE IN LINE), 5 1/2
 DE0642'FEET EAST OF THE EXTENDED LINE OF THE EAST SIDE OF A ONE STORY
 DE0642'WHITE HOUSE NORTH OF HIGHWAY, 2 1/2 FEET BELOW THE LEVEL OF
 DE0642'HIGHWAY, A 2 INCH LEAD FILLED PIPE IN A CONCRETE POST.
 DE0642
 DE0642                          STATION RECOVERY (1992)
 DE0642
 DE0642'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0642'STATION IS LOCATED IN SNELLING. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE0642'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE0642'803-737-1350.
 DE0642'TO REACH THE STATION FROM THE NORTHWEST JUNCTION OF U.S. HIGHWAY 278
 DE0642'AND STATE HIGHWAY 64 (DUNBARTON BOULEVARD) IN BARNWELL, GO WEST ON
 DE0642'HIGHWAY 64 FOR 5.4 MILES (8.7 KM) TO THE JUNCTION OF STATE ROAD 554,
 DE0642'CONTINUE ON HIGHWAY 64 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 DE0642'LEFT NEAR AN OAK TREE.
 DE0642'STATION IS PIPE WITH CAP IN CONCRETE PROJECTING 3-INCHES AND 2.0 FEET
 DE0642'(0.6 M) BELOW THE HIGHWAY, 30.6 FEET (9.3 M) SOUTH OF THE CENTER OF
 DE0642'THE EASTBOUND LANES OF THE HIGHWAY, 4.8 FEET (1.5 M) NORTHWEST OF THE
 DE0642'8-INCH OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 4.0 FEET
 DE0642'(1.2 M) WEST OF THE EXTENDED EAST SIDE OF A WOODEN HOUSE ON THE NORTH
 DE0642'SIDE OF THE HIGHWAY, 1.6 FEET (0.5 M) NORTH OF A WITNESS POST.
 DE0642'RECOVERED BY T. HALL.
 DE0642
 DE0642                          STATION RECOVERY (1992)
 DE0642
 DE0642'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0305 ***********************************************************************
 ED0305  DESIGNATION -  5 805
 ED0305  PID         -  ED0305
 ED0305  STATE/COUNTY-  SC/ABBEVILLE
 ED0305  USGS QUAD   -  LOWNDESVILLE (1982)
 ED0305
 ED0305                         *CURRENT SURVEY CONTROL
 ED0305  ___________________________________________________________________
 ED0305* NAD 83(1986)-  34 13 27.     (N)    082 39 53.     (W)     SCALED    
 ED0305* NAVD 88     -       192.20   (+/-2cm)     630.6    (feet)  VERTCON   
 ED0305  ___________________________________________________________________
 ED0305  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 ED0305
 ED0305  VERT ORDER  -  ? (See Below)
 ED0305
 ED0305.The horizontal coordinates were scaled from a topographic map and have
 ED0305.an estimated accuracy of +/- 6 seconds.
 ED0305
 ED0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0305.The vertical order pertains to the NGVD 29 superseded value.
 ED0305
 ED0305.The geoid height was determined by GEOID03.
 ED0305
 ED0305;                    North         East    Units  Estimated Accuracy
 ED0305;SPC SC       -   266,370.      456,240.      MT  (+/- 180 meters Scaled)
 ED0305
 ED0305                          SUPERSEDED SURVEY CONTROL
 ED0305
 ED0305  NGVD 29 (??/??/92)  192.332  (m)          631.01   (f) ADJ UNCH    ?  
 ED0305
 ED0305.Superseded values are not recommended for survey control.
 ED0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0305.See file dsdata.txt to determine how the superseded data were derived.
 ED0305
 ED0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT466882(NAD 83)
 ED0305_MARKER: S = SPIKE
 ED0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0305_SP_SET: TREE
 ED0305_PROJECTION: FLUSH
 ED0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0305
 ED0305  HISTORY     - Date     Condition        Report By
 ED0305  HISTORY     - UNK      MONUMENTED       SCHD
 ED0305  HISTORY     - 1933     GOOD             NGS
 ED0305  HISTORY     - 19970610 MARK NOT FOUND   SCGS
 ED0305
 ED0305                          STATION DESCRIPTION
 ED0305
 ED0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0305'1.2 MI N FROM LOWNDESVILLE.
 ED0305'1.2 MILES NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA
 ED0305'RAILWAY FROM LOWNDESVILLE, ABBEVILLE COUNTY, 213 FEET SOUTH OF
 ED0305'MILEPOST 79, 92-1/2 FEET EAST OF THE EAST RAIL, IN THE SOUTH END
 ED0305'OF THE NORTH SECTION OF THE LOWNDESVILLE CEMETERY, IN THE WEST
 ED0305'SIDE OF THE TRUNK OF A 15-INCH SHORT-LEAF PINE TREE, AND ABOUT 1
 ED0305'FOOT ABOVE GROUND.  A RAILROAD SPIKE.
 ED0305
 ED0305                          STATION RECOVERY (1997)
 ED0305
 ED0305'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED0305'NOT RECOVERED, DESCRIPTION INADEQUATE DUE TO AREA CHANGES, PRESUMED
 ED0305'DESTROYED, SEARCHED 10 MINUTES.  RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6666 ***********************************************************************
 AC6666  DESIGNATION -  5 DMW
 AC6666  PID         -  AC6666
 AC6666  STATE/COUNTY-  SC/LEXINGTON
 AC6666  USGS QUAD   -  LEXINGTON (1987)
 AC6666
 AC6666                         *CURRENT SURVEY CONTROL
 AC6666  ___________________________________________________________________
 AC6666* NAD 83(1986)-  33 56 31.     (N)    081 13 31.     (W)     SCALED    
 AC6666* NAVD 88     -       116.088  (meters)     380.87   (feet)  ADJUSTED  
 AC6666  ___________________________________________________________________
 AC6666  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AC6666  DYNAMIC HT  -         115.967 (meters)     380.47  (feet)  COMP
 AC6666  MODELED GRAV-     979,599.5   (mgal)                       NAVD 88
 AC6666
 AC6666  VERT ORDER  -  FIRST     CLASS II
 AC6666
 AC6666.The horizontal coordinates were scaled from a topographic map and have
 AC6666.an estimated accuracy of +/- 6 seconds.
 AC6666
 AC6666.The orthometric height was determined by differential leveling
 AC6666.and adjusted by the National Geodetic Survey in May 1997..
 AC6666
 AC6666.The geoid height was determined by GEOID03.
 AC6666
 AC6666.The dynamic height is computed by dividing the NAVD 88
 AC6666.geopotential number by the normal gravity value computed on the
 AC6666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6666.degrees latitude (g = 980.6199 gals.).
 AC6666
 AC6666.The modeled gravity was interpolated from observed gravity values.
 AC6666
 AC6666;                    North         East    Units  Estimated Accuracy
 AC6666;SPC SC       -   233,860.      588,780.      MT  (+/- 180 meters Scaled)
 AC6666
 AC6666                          SUPERSEDED SURVEY CONTROL
 AC6666
 AC6666.No superseded survey control is available for this station.
 AC6666
 AC6666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT791557(NAD 83)
 AC6666_MARKER: DD = SURVEY DISK
 AC6666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6666_STAMPING: 382 5 DMW 1971
 AC6666_MARK LOGO: USGS  
 AC6666_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6666+STABILITY: SURFACE MOTION
 AC6666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6666+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1995
 AC6666
 AC6666  HISTORY     - Date     Condition        Report By
 AC6666  HISTORY     - 1971     MONUMENTED       USGS
 AC6666  HISTORY     - 19951012 GOOD             SCGS
 AC6666
 AC6666                          STATION DESCRIPTION
 AC6666
 AC6666'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6666'STATION IS LOCATE 2.85 MILES (4.59 KM) SOUTH SOUTHEAST OF LEXINGTON.
 AC6666'OWNERSHIP--COLUMBIA YMCA, 401 YMCA ROAD, LEXINGTON, SC 29072, PHONE
 AC6666'803-359-3376.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AC6666'INTERSTATE 20 AND STATE HIGHWAY 6 (SOUTH LAKE DRIVE) , 1.6 MILES (2.6
 AC6666'KM) SOUTH OF LEXINGTON, GO SOUTH ON HIGHWAY 6 FOR 0.4 MILE (0.6 KM) TO
 AC6666'THE JUNCTION OF STATE ROAD 70 (TWO NOTCH ROAD) , TURN LEFT ON ROAD 70
 AC6666'FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 244 (ORANGEBURG
 AC6666'ROAD) , TURN RIGHT ON ROAD 244 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION
 AC6666'OF STATE ROAD 311 (YMCA ROAD) , CONTINUE ON ROAD 244 FOR 0.05 MILE
 AC6666'(0.08 KM) TO THE STATION ON THE LEFT NEAR A GATE POST IN THE NORTHEAST
 AC6666'ANGLE OF A FIELD ROAD LEADING EAST NORTHEAST. STATION IS A CONCRETE
 AC6666'POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE ROAD 244,
 AC6666'183.0 FEET (55.8 M) SOUTHEAST OF THE CENTER OF ROAD 311, 74.1 FEET
 AC6666'(22.6 M) NORTH OF POWER POLE NUMBER 233416 WITH A TRANSFORMER, 52.4
 AC6666'FEET (16.0 M) EAST NORTHEAST OF THE CENTER OF ROAD 244, 19.4 FEET (5.9
 AC6666'M) EAST NORTHEAST OF A WITNESS POST IN A FENCE LINE, 17.9 FEET (5.5 M)
 AC6666'NORTH NORTHWEST OF THE CENTER OF THE FIELD ROAD, 12.2 FEET (3.7 M)
 AC6666'NORTHWEST OF THE GATE POST, 4.4 FEET (1.3 M) NORTHWEST OF A 0.9-FOOT
 AC6666'PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED.  DESCRIBED BY C.E.
 AC6666'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1277 ***********************************************************************
 DD1277  DESIGNATION -  5 MEA
 DD1277  PID         -  DD1277
 DD1277  STATE/COUNTY-  SC/BERKELEY
 DD1277  USGS QUAD   -  ALVIN (1990)
 DD1277
 DD1277                         *CURRENT SURVEY CONTROL
 DD1277  ___________________________________________________________________
 DD1277* NAD 83(1986)-  33 17 20.     (N)    079 48 33.     (W)     SCALED    
 DD1277* NAVD 88     -        11.716  (meters)      38.44   (feet)  ADJUSTED  
 DD1277  ___________________________________________________________________
 DD1277  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DD1277  DYNAMIC HT  -          11.704 (meters)      38.40  (feet)  COMP
 DD1277  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 DD1277
 DD1277  VERT ORDER  -  FIRST     CLASS II
 DD1277
 DD1277.The horizontal coordinates were scaled from a topographic map and have
 DD1277.an estimated accuracy of +/- 6 seconds.
 DD1277
 DD1277.The orthometric height was determined by differential leveling
 DD1277.and adjusted by the National Geodetic Survey in June 1991..
 DD1277
 DD1277.The geoid height was determined by GEOID03.
 DD1277
 DD1277.The dynamic height is computed by dividing the NAVD 88
 DD1277.geopotential number by the normal gravity value computed on the
 DD1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1277.degrees latitude (g = 980.6199 gals.).
 DD1277
 DD1277.The modeled gravity was interpolated from observed gravity values.
 DD1277
 DD1277;                    North         East    Units  Estimated Accuracy
 DD1277;SPC SC       -   162,060.      720,500.      MT  (+/- 180 meters Scaled)
 DD1277
 DD1277                          SUPERSEDED SURVEY CONTROL
 DD1277
 DD1277  NGVD 29 (03/21/89)   12.017  (m)           39.43   (f) ADJUSTED    1 2
 DD1277
 DD1277.Superseded values are not recommended for survey control.
 DD1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1277.See file dsdata.txt to determine how the superseded data were derived.
 DD1277
 DD1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS108839(NAD 83)
 DD1277_MARKER: DB = BENCH MARK DISK
 DD1277_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1277_SP_SET: BOX CULVERT
 DD1277_STAMPING: 5 MEA 1981 40
 DD1277_MARK LOGO: USGS  
 DD1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1277+STABILITY: SURFACE MOTION
 DD1277
 DD1277  HISTORY     - Date     Condition        Report By
 DD1277  HISTORY     - 1981     MONUMENTED       USGS
 DD1277  HISTORY     - 1984     GOOD             SCGS
 DD1277
 DD1277                          STATION DESCRIPTION
 DD1277
 DD1277'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1277'10.9 KM (6.8 MI) WSW FROM JAMESTOWN.
 DD1277'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1277'AND STATE HIGHWAY 45 FROM THE JAMESTOWN POST OFFICE, CONTINUE 4.8
 DD1277'KILOMETERS (3.0 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 DD1277'ON THE SOUTH SIDE OF THE HIGHWAY IN A BOX CULVERT HEADWALL.
 DD1277'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1676 ***********************************************************************
 DE1676  TIDAL BM    -  This is a Tidal Bench Mark.
 DE1676  DESIGNATION -  5 RFJ
 DE1676  PID         -  DE1676
 DE1676  STATE/COUNTY-  SC/DORCHESTER
 DE1676  USGS QUAD   -  MAPLE CANE SWAMP (1979)
 DE1676
 DE1676                         *CURRENT SURVEY CONTROL
 DE1676  ___________________________________________________________________
 DE1676* NAD 83(1986)-  33 01 38.     (N)    080 23 30.     (W)     SCALED    
 DE1676* NAVD 88     -        14.669  (meters)      48.13   (feet)  ADJUSTED  
 DE1676  ___________________________________________________________________
 DE1676  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DE1676  DYNAMIC HT  -          14.653 (meters)      48.07  (feet)  COMP
 DE1676  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DE1676
 DE1676  VERT ORDER  -  FIRST     CLASS II
 DE1676
 DE1676.The horizontal coordinates were scaled from a topographic map and have
 DE1676.an estimated accuracy of +/- 6 seconds.
 DE1676
 DE1676.The orthometric height was determined by differential leveling
 DE1676.and adjusted by the National Geodetic Survey in April 1994..
 DE1676
 DE1676.This Tidal Bench Mark is designated as VM 10550
 DE1676.by the Center for Operational Oceanographic Products and Services.
 DE1676
 DE1676.The geoid height was determined by GEOID03.
 DE1676
 DE1676.The dynamic height is computed by dividing the NAVD 88
 DE1676.geopotential number by the normal gravity value computed on the
 DE1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1676.degrees latitude (g = 980.6199 gals.).
 DE1676
 DE1676.The modeled gravity was interpolated from observed gravity values.
 DE1676
 DE1676;                    North         East    Units  Estimated Accuracy
 DE1676;SPC SC       -   132,570.      666,430.      MT  (+/- 180 meters Scaled)
 DE1676
 DE1676                          SUPERSEDED SURVEY CONTROL
 DE1676
 DE1676  NAVD 88 (06/15/91)   14.668  (m)           48.12   (f) UNKNOWN     1 2
 DE1676  NGVD 29 (03/21/89)   14.964  (m)           49.09   (f) ADJUSTED    1 2
 DE1676
 DE1676.Superseded values are not recommended for survey control.
 DE1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1676.See file dsdata.txt to determine how the superseded data were derived.
 DE1676
 DE1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS568544(NAD 83)
 DE1676_MARKER: DD = SURVEY DISK
 DE1676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE1676_SP_SET: BRIDGE CURB
 DE1676_STAMPING: 49 5 RFJ 1972
 DE1676_MARK LOGO: USGS  
 DE1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1676+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1993
 DE1676
 DE1676  HISTORY     - Date     Condition        Report By
 DE1676  HISTORY     - 1972     MONUMENTED       USGS
 DE1676  HISTORY     - 1985     GOOD             SCGS
 DE1676  HISTORY     - 19930818 GOOD             SCGS
 DE1676  HISTORY     - 20020918 MARK NOT FOUND   SCGS
 DE1676  HISTORY     - 20030618 MARK NOT FOUND   USPSQD
 DE1676
 DE1676                          STATION DESCRIPTION
 DE1676
 DE1676'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1676'5.6 KM (3.5 MI) NW FROM GIVHANS.
 DE1676'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DE1676'5.6 KILOMETERS (3.5 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 61 FROM
 DE1676'THE JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, SET IN THE SOUTHEAST
 DE1676'CORNER OF THE BRIDGE OVER THE EDISTO RIVER.
 DE1676
 DE1676                          STATION RECOVERY (1993)
 DE1676
 DE1676'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1676'STATION IS LOCATED 6.5 MILES (10.5 KM) SOUTHWEST OF RIDGEVILLE, 8.1
 DE1676'MILES (13.0 KM) NORTHEAST OF COTTAGEVILLE. OWNERSHIP--SCDOT, DIRECTOR
 DE1676'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1676'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE1676'HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298 (WRIGHT ROAD) IN
 DE1676'GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE), GO WEST NORTHWEST
 DE1676'ON HIGHWAY 61 FOR 3.4 MILES (5.5 KM) TO THE EAST END OF THE BRIDGE
 DE1676'OVER THE EDISTO RIVER (COLLETON COUNTY LINE) AND THE STATION IN THE
 DE1676'SIDEWALK/CURB AT THE SOUTHEAST CORNER OF THE BRIDGE. STATION IS A
 DE1676'DRILL MARK IN THE SIDEWALK/CURB OF THE BRIDGE AND 1.0 FOOT (0.3 M)
 DE1676'ABOVE THE HIGHWAY, 2.7 FEET (0.8 M) WEST NORTHWEST OF THE EAST END OF
 DE1676'THE BRIDGE, 14.7 FEET (4.5 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 DE1676'HIGHWAY, 5.5 FEET (1.7 M) WEST NORTHWEST OF A WITNESS POST. RECOVERED
 DE1676'BY T. HALL.
 DE1676
 DE1676                          STATION RECOVERY (2002)
 DE1676
 DE1676'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1676'NOT RECOVERED, THE STATION WAS LOCATED IN THE FORMER BRIDGE OVER THE
 DE1676'EDISTO RIVER, A
 DE1676'NEW BRIDGE WAS BUILT IN 1996, PRESUMED DESTROYED.
 DE1676'RECOVERY BY T. HALL.
 DE1676'
 DE1676
 DE1676                          STATION RECOVERY (2003)
 DE1676
 DE1676'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1676'BRIDGE WAS WIDENED IN 1996 AND MARKER WAS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1584 ***********************************************************************
 DD1584  DESIGNATION -  5 S B 1
 DD1584  PID         -  DD1584
 DD1584  STATE/COUNTY-  SC/HORRY
 DD1584  USGS QUAD   -  OCEAN FOREST (1984)
 DD1584
 DD1584                         *CURRENT SURVEY CONTROL
 DD1584  ___________________________________________________________________
 DD1584* NAD 83(1986)-  33 44 18.     (N)    078 51 52.     (W)     SCALED    
 DD1584* NAVD 88     -         5.964  (meters)      19.57   (feet)  ADJUSTED  
 DD1584  ___________________________________________________________________
 DD1584  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DD1584  DYNAMIC HT  -           5.958 (meters)      19.55  (feet)  COMP
 DD1584  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 DD1584
 DD1584  VERT ORDER  -  FIRST     CLASS II
 DD1584
 DD1584.The horizontal coordinates were scaled from a topographic map and have
 DD1584.an estimated accuracy of +/- 6 seconds.
 DD1584
 DD1584.The orthometric height was determined by differential leveling
 DD1584.and adjusted by the National Geodetic Survey in June 1991..
 DD1584
 DD1584.The geoid height was determined by GEOID03.
 DD1584
 DD1584.The dynamic height is computed by dividing the NAVD 88
 DD1584.geopotential number by the normal gravity value computed on the
 DD1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1584.degrees latitude (g = 980.6199 gals.).
 DD1584
 DD1584.The modeled gravity was interpolated from observed gravity values.
 DD1584
 DD1584;                    North         East    Units  Estimated Accuracy
 DD1584;SPC SC       -   213,300.      807,440.      MT  (+/- 180 meters Scaled)
 DD1584
 DD1584                          SUPERSEDED SURVEY CONTROL
 DD1584
 DD1584  NGVD 29 (03/21/89)    6.276  (m)           20.59   (f) ADJUSTED    1 2
 DD1584
 DD1584.Superseded values are not recommended for survey control.
 DD1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1584.See file dsdata.txt to determine how the superseded data were derived.
 DD1584
 DD1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT978351(NAD 83)
 DD1584_MARKER: DD = SURVEY DISK
 DD1584_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD1584_SP_SET: UNSPECIFIED DEEP
 DD1584_STAMPING: 5S - B1 1986
 DD1584_MARK LOGO: SCGS  
 DD1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1584+STABILITY: SURFACE MOTION
 DD1584
 DD1584  HISTORY     - Date     Condition        Report By
 DD1584  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1584  HISTORY     - 1986     GOOD             SCGS
 DD1584  HISTORY     - 19960416 MARK NOT FOUND   SCGS
 DD1584  HISTORY     - 19970617 MARK NOT FOUND   SCGS
 DD1584
 DD1584                          STATION DESCRIPTION
 DD1584
 DD1584'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1584'5.3 KM (3.3 MI) NE FROM MYRTLE BEACH.
 DD1584'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1584'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY), THENCE
 DD1584'5.7 KM (3.55 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BYPASS, THENCE 0.6 KM
 DD1584'(0.4 MI) NORTHWEST ALONG A PAVED ENTRANCE ROAD LEADING TO THE
 DD1584'MYRTLEWOOD GOLF COURSE, THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG A PAVED
 DD1584'DRIVE LEADING TO A MAINTENANCE GARAGE, SET OUTSIDE OF A CHAIN LINK
 DD1584'FENCE SURROUNDING THE MAINTENANCE GARAGE, 17.95 METERS (58.89 FT) EAST
 DD1584'NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE, 9.95 METERS (32.64 FT)
 DD1584'SOUTH SOUTHWEST OF A LONE PINE TREE AT THE EDGE OF A SMALL CREEK,
 DD1584'8.85 METERS (29.04 FT) SOUTHEAST OF THE EDGE OF THE CREEK LEADING
 DD1584'NORTHEAST AND SOUTHWEST, 7.25 METERS (23.79 FT) WEST SOUTHWEST OF THE
 DD1584'EDGE OF THE CREEK LEADING NORTHWEST AND SOUTHEAST, ADD-THIS MARK IS A
 DD1584'DISK WELDED TO A FOUR INCH PIPE, DEPTH OF PIPE IS 300 FT.
 DD1584'THE MARK IS ABOVE LEVEL WITH AREA.
 DD1584
 DD1584                          STATION RECOVERY (1996)
 DD1584
 DD1584'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1584'NOT RECOVERED, PRESUMED DESTROYED, MEASUREMENTS AND DESCRIPTION LED TO
 DD1584'AN AREA CHANGED BY CONSTRUCTION IN RECENT YEARS, SEARCHED FOR 20
 DD1584'MINUTES, METAL PIPE FOUND WITH NO DISK. RECOVERY BY L.A. OWENS.
 DD1584
 DD1584                          STATION RECOVERY (1997)
 DD1584
 DD1584'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1584'NOT RECOVERED, INSUFFICIENT/INADEQUATE REFERENCES, GROUNDS KEEPER WAS
 DD1584'NOT INTERVIEWED, AREA WAS PROBED AND SCANNED WITH A MAGNETIC LOCATOR
 DD1584'FOR 30 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5348 ***********************************************************************
 AJ5348  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5348  DESIGNATION -  5 WDK
 AJ5348  PID         -  AJ5348
 AJ5348  STATE/COUNTY-  SC/LANCASTER
 AJ5348  USGS QUAD   -  LANCASTER (1969)
 AJ5348
 AJ5348                         *CURRENT SURVEY CONTROL
 AJ5348  ___________________________________________________________________
 AJ5348* NAD 83(2001)-  34 44 40.28220(N)    080 45 55.61411(W)     ADJUSTED  
 AJ5348* NAVD 88     -       166.65   (meters)     546.8    (feet)  GPS OBS   
 AJ5348  ___________________________________________________________________
 AJ5348  X           -     841,978.710 (meters)                     COMP
 AJ5348  Y           -  -5,178,743.889 (meters)                     COMP
 AJ5348  Z           -   3,614,691.846 (meters)                     COMP
 AJ5348  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AJ5348  ELLIP HEIGHT-         136.27  (meters)          (03/13/03) GPS OBS
 AJ5348  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AJ5348
 AJ5348  HORZ ORDER  -  FIRST
 AJ5348  ELLP ORDER  -  FOURTH    CLASS II
 AJ5348
 AJ5348.The horizontal coordinates were established by GPS observations
 AJ5348.and adjusted by the National Geodetic Survey in March 2003..
 AJ5348
 AJ5348.The orthometric height was determined by GPS observations and a
 AJ5348.high-resolution geoid model using precise GPS observation and
 AJ5348.processing techniques.
 AJ5348
 AJ5348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5348
 AJ5348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5348
 AJ5348.The ellipsoidal height was determined by GPS observations
 AJ5348.and is referenced to NAD 83.
 AJ5348
 AJ5348.The geoid height was determined by GEOID03.
 AJ5348
 AJ5348;                    North         East     Units Scale Factor Converg.
 AJ5348;SPC SC       -   322,878.408   631,077.456   MT  0.99996965   +0 07 48.1
 AJ5348;SPC SC       - 1,059,312.36  2,070,464.09   iFT  0.99996965   +0 07 48.1
 AJ5348;UTM  17      - 3,844,737.260   521,469.556   MT  0.99960568   +0 08 01.2
 AJ5348
 AJ5348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5348!SPC SC       -   0.99997861  x   0.99996965  =   0.99994826
 AJ5348!UTM  17      -   0.99997861  x   0.99960568  =   0.99958430
 AJ5348
 AJ5348                          SUPERSEDED SURVEY CONTROL
 AJ5348
 AJ5348  NAD 83(1986)-  34 44 40.29915(N)    080 45 55.62135(W) AD(       ) 1
 AJ5348  NAD 83(1995)-  34 44 40.28244(N)    080 45 55.61382(W) AD(       ) 1
 AJ5348  ELLIP H (09/28/01)  136.25   (m)                       GP(       ) 4 1
 AJ5348
 AJ5348.Superseded values are not recommended for survey control.
 AJ5348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5348.See file dsdata.txt to determine how the superseded data were derived.
 AJ5348
 AJ5348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2147044737(NAD 83)
 AJ5348_MARKER: DD = SURVEY DISK
 AJ5348_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ5348_SP_SET: STORM DRAIN
 AJ5348_STAMPING: 5 WDK 1964
 AJ5348_MARK LOGO: USGS  
 AJ5348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5348+STABILITY: SURFACE MOTION
 AJ5348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5348+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1999
 AJ5348
 AJ5348  HISTORY     - Date     Condition        Report By
 AJ5348  HISTORY     - 1964     MONUMENTED       USGS
 AJ5348  HISTORY     - 19990602 GOOD             SCGS
 AJ5348
 AJ5348                          STATION DESCRIPTION
 AJ5348
 AJ5348'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 AJ5348'STATION IS LOCATED IN LANCASTER, 1.7 MILES (2.7 KM) NORTH OF THE
 AJ5348'CENTER OF LANCASTER.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 AJ5348'P.O.  BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE
 AJ5348'STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 200, STATE HIGHWAY
 AJ5348'9 BYPASS AND U.S.  HIGHWAY 521 BYPASS IN LANCASTER, GO EAST NORTHEAST
 AJ5348'ON HIGHWAY 200 FOR 0.85 MILE (1.37 KM) TO THE STATION ON THE LEFT IN
 AJ5348'THE SOUTHEAST CORNER OF A CONCRETE AND IRON STORM DRAIN IN THE
 AJ5348'NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 249 (RANSON ROAD) .
 AJ5348'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AJ5348'HIGHWAY, 50.8 FEET (15.5 M) SOUTH SOUTHWEST OF A FIRE HYDRANT NUMBER
 AJ5348'216, 32.5 FEET (9.9 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY,
 AJ5348'49.0 FEET (14.9 M) NORTH NORTHEAST OF THE CENTER OF ROAD 249, 20.6
 AJ5348'FEET (6.3 M) NORTH OF A POWER POLE WITH ADDRESS SIGN NUMBER 369, 22.1
 AJ5348'FEET (6.7 M) NORTH OF A WITNESS POST.  RECOVERED BY C.J. STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 WA0048 ***********************************************************************
 WA0048  DESIGNATION -  5 WLC
 WA0048  PID         -  WA0048
 WA0048  STATE/COUNTY-  SC/COLLETON
 WA0048  USGS QUAD   -  WALTERBORO (1988)
 WA0048
 WA0048                         *CURRENT SURVEY CONTROL
 WA0048  ___________________________________________________________________
 WA0048* NAD 83(2001)-  32 52 35.33761(N)    080 44 58.49885(W)     ADJUSTED  
 WA0048* NAVD 88     -        29.370  (meters)      96.36   (feet)  ADJUSTED  
 WA0048  ___________________________________________________________________
 WA0048  X           -     861,927.492 (meters)                     COMP
 WA0048  Y           -  -5,292,190.508 (meters)                     COMP
 WA0048  Z           -   3,442,460.869 (meters)                     COMP
 WA0048  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 WA0048  ELLIP HEIGHT-          -2.25  (meters)          (05/04/06) GPS OBS
 WA0048  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 WA0048  DYNAMIC HT  -          29.338 (meters)      96.25  (feet)  COMP
 WA0048  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 WA0048
 WA0048  HORZ ORDER  -  FIRST
 WA0048  VERT ORDER  -  FIRST     CLASS II
 WA0048  ELLP ORDER  -  FOURTH    CLASS II
 WA0048
 WA0048.The horizontal coordinates were established by GPS observations
 WA0048.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 WA0048
 WA0048.The orthometric height was determined by differential leveling
 WA0048.and adjusted by the National Geodetic Survey in September 1998..
 WA0048
 WA0048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 WA0048
 WA0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 WA0048
 WA0048.The ellipsoidal height was determined by GPS observations
 WA0048.and is referenced to NAD 83.
 WA0048
 WA0048.The geoid height was determined by GEOID03.
 WA0048
 WA0048.The dynamic height is computed by dividing the NAVD 88
 WA0048.geopotential number by the normal gravity value computed on the
 WA0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 WA0048.degrees latitude (g = 980.6199 gals.).
 WA0048
 WA0048.The modeled gravity was interpolated from observed gravity values.
 WA0048
 WA0048;                    North         East     Units Scale Factor Converg.
 WA0048;SPC SC       -   115,714.245   633,032.194   MT  0.99988865   +0 08 19.8
 WA0048;SPC SC       -   379,639.91  2,076,877.28   iFT  0.99988865   +0 08 19.8
 WA0048;UTM  17      - 3,637,621.725   523,425.483   MT  0.99960677   +0 08 09.4
 WA0048
 WA0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 WA0048!SPC SC       -   1.00000035  x   0.99988865  =   0.99988900
 WA0048!UTM  17      -   1.00000035  x   0.99960677  =   0.99960712
 WA0048
 WA0048                          SUPERSEDED SURVEY CONTROL
 WA0048
 WA0048  NAVD 88 (05/04/06)   29.37   (m)           96.4    (f) LEVELING    3  
 WA0048
 WA0048.Superseded values are not recommended for survey control.
 WA0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 WA0048.See file dsdata.txt to determine how the superseded data were derived.
 WA0048
 WA0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS2342537622(NAD 83)
 WA0048_MARKER: DD = SURVEY DISK
 WA0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 WA0048_STAMPING: 5 WLC 1982
 WA0048_MARK LOGO: USGS  
 WA0048_PROJECTION: FLUSH
 WA0048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 WA0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0048+STABILITY: SURFACE MOTION
 WA0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0048+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 WA0048
 WA0048  HISTORY     - Date     Condition        Report By
 WA0048  HISTORY     - 1982     MONUMENTED       USGS
 WA0048  HISTORY     - 19941229 GOOD             SCGS
 WA0048  HISTORY     - 20050803 GOOD             SCGS
 WA0048
 WA0048                          STATION DESCRIPTION
 WA0048
 WA0048'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 WA0048'STATION IS LOCATED 5.1 MILES (8.2 KM) SOUTHWEST OF WALTERBORO.
 WA0048'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 WA0048'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 WA0048'JUNCTION OVERPASS OF INTERSTATE 95 AND STATE HIGHWAY 63 (EXIT 53) ,
 WA0048'3.2 MILES (5.1 KM) SOUTHWEST OF WALTERBORO, GO WEST ON HIGHWAY 63 FOR
 WA0048'1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE ROAD 300, CONTINUE ON
 WA0048'HIGHWAY 63 FOR 0.5 MILE (0.8 KM) TO THE STATION NEAR A POWER POLE IN
 WA0048'THE NORTHWEST ANGLE OF A SAND DRIVEWAY RIGHT.  STATION IS A CONCRETE
 WA0048'POST RECESSED 0.1 FOOT,43.0 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 WA0048'4.6 FEET (1.4 M) NORTHEAST OF THE POWER POLE WITH A SCGS REFERENCE
 WA0048'WASHER ATTACHED, 92.1 FEET (28.1 M) WEST OF THE WEST END OF A 1.2-FOOT
 WA0048'CONCRETE PIPE CULVERT BENEATH THE SAND DRIVEWAY TO A BRICK HOUSE (REED
 WA0048'RESIDENCE) , 5.0 FEET (1.5 M) NORTHEAST OF A WITNESS POST.  RECOVERED
 WA0048'BY R.W.  ROBERTS.
 WA0048
 WA0048                          STATION RECOVERY (2005)
 WA0048
 WA0048'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 WA0048'STATION IS LOCATED 5.2 MI (8.37 KM) WEST SOUTHWEST OF WALTERBORO, 12.7
 WA0048'MI (20.44 KM) NORTHWEST OF GREEN POND.  OWNERSHIP--SCDOT, DIRECTOR OF
 WA0048'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 WA0048'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 (EXIT
 WA0048'53) AND STATE HIGHWAY 63 (SNIDERS HIGHWAY), 3.3 MI (5.31 KM) WEST
 WA0048'SOUTHWEST OF WALTERBORO, GO WEST NORTHWEST ON HIGHWAY 63 FOR 1.45
 WA0048'MILES (2.33 KM) TO THE JUNCTION OF STATE ROAD 300 (CYPRESS POND ROAD)
 WA0048'RIGHT, CONTINUE ON HIGHWAY 63 FOR 0.5 MI (0.8 KM) TO THE STATION ON
 WA0048'THE RIGHT NEAR A POWER POLE IN THE NORTHWEST ANGLE OF A SAND ROAD
 WA0048'RIGHT (OQUINN LANE). STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 WA0048'AND LEVEL WITH THE HIGHWAY, 42.8 FT (13.0 M) NORTH OF THE CENTER OF
 WA0048'THE HIGHWAY, 4.5 FT (1.4 M) NORTHEAST OF THE POWER POLE WITH A SCGS
 WA0048'REFERENCE WASHER ATTACHED, 91.5 FT (27.9 M) WEST OF THE WEST END OF A
 WA0048'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE SAND ROAD, 4.8 FT (1.5 M)
 WA0048'NORTHEAST OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0936 ***********************************************************************
 CK0936  DESIGNATION -  50
 CK0936  PID         -  CK0936
 CK0936  STATE/COUNTY-  SC/JASPER
 CK0936  USGS QUAD   -  RIDGELAND (1979)
 CK0936
 CK0936                         *CURRENT SURVEY CONTROL
 CK0936  ___________________________________________________________________
 CK0936* NAD 83(1986)-  32 28 51.     (N)    080 58 48.     (W)     SCALED    
 CK0936* NAVD 88     -        16.171  (meters)      53.05   (feet)  POSTED    
 CK0936  ___________________________________________________________________
 CK0936  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 CK0936  DYNAMIC HT  -          16.150 (meters)      52.99  (feet)  COMP
 CK0936  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 CK0936
 CK0936  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CK0936
 CK0936.The horizontal coordinates were scaled from a topographic map and have
 CK0936.an estimated accuracy of +/- 6 seconds.
 CK0936
 CK0936.The orthometric height was determined by differential leveling
 CK0936.and adjusted by the National Geodetic Survey in 1992..
 CK0936.No vertical observational check was made to the station.
 CK0936.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CK0936.was located on a no-check spur therefore a value was not computed.
 CK0936
 CK0936.The geoid height was determined by GEOID03.
 CK0936
 CK0936.The dynamic height is computed by dividing the NAVD 88
 CK0936.geopotential number by the normal gravity value computed on the
 CK0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0936.degrees latitude (g = 980.6199 gals.).
 CK0936
 CK0936.The modeled gravity was interpolated from observed gravity values.
 CK0936
 CK0936;                    North         East    Units  Estimated Accuracy
 CK0936;SPC SC       -    71,810.      611,480.      MT  (+/- 180 meters Scaled)
 CK0936
 CK0936                          SUPERSEDED SURVEY CONTROL
 CK0936
 CK0936  NGVD 29 (??/??/92)   16.398  (m)           53.80   (f) ADJ UNCH    1 2
 CK0936
 CK0936.Superseded values are not recommended for survey control.
 CK0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0936.See file dsdata.txt to determine how the superseded data were derived.
 CK0936
 CK0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR018937(NAD 83)
 CK0936_MARKER: DD = SURVEY DISK
 CK0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0936+STABILITY: SURFACE MOTION
 CK0936
 CK0936  HISTORY     - Date     Condition        Report By
 CK0936  HISTORY     - UNK      MONUMENTED       SCHD
 CK0936  HISTORY     - 1955     MARK NOT FOUND   NGS
 CK0936  HISTORY     - 1974     MARK NOT FOUND   NGS
 CK0936  HISTORY     - 1979     MARK NOT FOUND   DMA
 CK0936
 CK0936                          STATION DESCRIPTION
 CK0936
 CK0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0936'AT RIDGELAND.
 CK0936'AT RIDGELAND, JASPER COUNTY, 0.25 MILE EAST OF THE ATLANTIC COAST
 CK0936'LINE RAILROAD STATION, 300 FEET SOUTH OF THE INTERSECTION OF
 CK0936'U.S. HIGHWAY 17 AND MAIN STREET, 30 FEET WEST OF THE CENTERLINE
 CK0936'OF THE HIGHWAY, AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 CK0936'TOP OF A 2-INCH LEAD-FILLED IRON PIPE, SET IN A CONCRETE POST
 CK0936'AND PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE HIGHWAY HAS
 CK0936'BEEN WIDENED IN RECENT YEARS AND THE PAVEMENT IS PRESENTLY
 CK0936'OVER 60 FEET WIDE.  NO POINT IN VICINITY IS 4 FEET LOWER THAN
 CK0936'HIGHWAY LEVEL SO IT APPEARS THAT THE MARK HAS PROBABLY BEEN
 CK0936'DESTROYED.
 CK0936
 CK0936                          STATION RECOVERY (1974)
 CK0936
 CK0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0936'MARK NOT FOUND.
 CK0936
 CK0936                          STATION RECOVERY (1979)
 CK0936
 CK0936'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3502 ***********************************************************************
 DD3502  DESIGNATION -  5000
 DD3502  PID         -  DD3502
 DD3502  STATE/COUNTY-  SC/HORRY
 DD3502  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3502
 DD3502                         *CURRENT SURVEY CONTROL
 DD3502  ___________________________________________________________________
 DD3502* NAD 83(2001)-  33 34 34.15527(N)    078 59 57.61214(W)     ADJUSTED  
 DD3502* NAVD 88     -         1.72   (+/-2cm)       5.6    (feet)  VERTCON   
 DD3502  ___________________________________________________________________
 DD3502  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DD3502  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD3502
 DD3502  HORZ ORDER  -  SECOND
 DD3502  VERT ORDER  -  THIRD ? (See Below)
 DD3502
 DD3502.The horizontal coordinates were established by classical geodetic methods
 DD3502.and adjusted by the National Geodetic Survey in March 2004..
 DD3502
 DD3502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3502.The vertical order pertains to the NGVD 29 superseded value.
 DD3502
 DD3502.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3502
 DD3502.The geoid height was determined by GEOID03.
 DD3502
 DD3502;                    North         East     Units Scale Factor Converg.
 DD3502;SPC SC       -   195,069.594   795,294.090   MT  0.99979497   +1 06 33.0
 DD3502;SPC SC       -   639,992.11  2,609,232.58   iFT  0.99979497   +1 06 33.0
 DD3502;UTM  17      - 3,716,955.761   685,684.243   MT  1.00002508   +1 06 24.4
 DD3502
 DD3502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3502!SPC SC       -   1.00000519  x   0.99979497  =   0.99980016
 DD3502!UTM  17      -   1.00000519  x   1.00002508  =   1.00003027
 DD3502
 DD3502                          SUPERSEDED SURVEY CONTROL
 DD3502
 DD3502  NAD 83(1986)-  33 34 34.16549(N)    078 59 57.61695(W) AD(       ) 2
 DD3502  NAD 83(1986)-  33 34 34.16485(N)    078 59 57.61799(W) AD(       ) 3
 DD3502  NGVD 29 (11/30/89)    2.04   (m)            6.7    (f) LEVELING    3  
 DD3502
 DD3502.Superseded values are not recommended for survey control.
 DD3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3502.See file dsdata.txt to determine how the superseded data were derived.
 DD3502
 DD3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8568416956(NAD 83)
 DD3502_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3502_SETTING: 0 = UNSPECIFIED SETTING
 DD3502_STAMPING: 5000 1987
 DD3502_MARK LOGO: SCCC  
 DD3502_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3502+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3502
 DD3502  HISTORY     - Date     Condition        Report By
 DD3502  HISTORY     - 1987     MONUMENTED       SCCC
 DD3502
 DD3502                          STATION DESCRIPTION
 DD3502
 DD3502'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3502'THE STATION IS LOCATED IN GARDEN CITY IN THE WEST QUADRANT OF THE
 DD3502'INTERSECTION OF AZALEA AVENUE AND WACCAMAW DRIVE (S-26-65).
 DD3502'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3502'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3502'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (3.0 FT) EAST
 DD3502'FROM SCPSA POWER POLE NUMBER 24748, (37.5 FT) SOUTHWEST FROM THE
 DD3502'CENTERLINE OF AZALEA AVENUE, (27.0 FT) NORTHWEST FROM THE CENTERLINE
 DD3502'OF WACCAMAW DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4438 ***********************************************************************
 DD4438  DESIGNATION -  5000 B
 DD4438  PID         -  DD4438
 DD4438  STATE/COUNTY-  SC/HORRY
 DD4438  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD4438
 DD4438                         *CURRENT SURVEY CONTROL
 DD4438  ___________________________________________________________________
 DD4438* NAD 83(2001)-  33 34 34.21758(N)    078 59 57.62001(W)     ADJUSTED  
 DD4438* NAVD 88     -         1.577  (meters)       5.17   (feet)  ADJUSTED  
 DD4438  ___________________________________________________________________
 DD4438  X           -   1,015,044.698 (meters)                     COMP
 DD4438  Y           -  -5,221,630.607 (meters)                     COMP
 DD4438  Z           -   3,507,357.912 (meters)                     COMP
 DD4438  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DD4438  ELLIP HEIGHT-         -33.19  (meters)          (03/27/03) GPS OBS
 DD4438  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD4438  DYNAMIC HT  -           1.575 (meters)       5.17  (feet)  COMP
 DD4438  MODELED GRAV-     979,587.7   (mgal)                       NAVD 88
 DD4438
 DD4438  HORZ ORDER  -  FIRST
 DD4438  VERT ORDER  -  FIRST     CLASS II
 DD4438  ELLP ORDER  -  FOURTH    CLASS II
 DD4438
 DD4438.The horizontal coordinates were established by GPS observations
 DD4438.and adjusted by the National Geodetic Survey in March 2003..
 DD4438
 DD4438.The orthometric height was determined by differential leveling
 DD4438.and adjusted by the National Geodetic Survey in June 1991..
 DD4438
 DD4438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4438
 DD4438.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4438
 DD4438.The ellipsoidal height was determined by GPS observations
 DD4438.and is referenced to NAD 83.
 DD4438
 DD4438.The geoid height was determined by GEOID03.
 DD4438
 DD4438.The dynamic height is computed by dividing the NAVD 88
 DD4438.geopotential number by the normal gravity value computed on the
 DD4438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4438.degrees latitude (g = 980.6199 gals.).
 DD4438
 DD4438.The modeled gravity was interpolated from observed gravity values.
 DD4438
 DD4438;                    North         East     Units Scale Factor Converg.
 DD4438;SPC SC       -   195,071.509   795,293.850   MT  0.99979497   +1 06 33.0
 DD4438;SPC SC       -   639,998.39  2,609,231.79   iFT  0.99979497   +1 06 33.0
 DD4438;UTM  17      - 3,716,957.677   685,684.003   MT  1.00002508   +1 06 24.4
 DD4438
 DD4438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4438!SPC SC       -   1.00000521  x   0.99979497  =   0.99980018
 DD4438!UTM  17      -   1.00000521  x   1.00002508  =   1.00003029
 DD4438
 DD4438|---------------------------------------------------------------------|
 DD4438| PID    Reference Object                     Distance      Geod. Az  |
 DD4438|                                                           dddmmss.s |
 DD4438| DD4591 5005 B                              353.772 METERS 03829     |
 DD4438| DD4592 4999 B                              203.361 METERS 21048     |
 DD4438|---------------------------------------------------------------------|
 DD4438
 DD4438                          SUPERSEDED SURVEY CONTROL
 DD4438
 DD4438  NAD 83(1995)-  33 34 34.21806(N)    078 59 57.62034(W) AD(       ) 1
 DD4438  ELLIP H (12/20/99)  -33.23   (m)                       GP(       ) 4 1
 DD4438  NAD 83(1986)-  33 34 34.22777(N)    078 59 57.62479(W) AD(       ) 1
 DD4438  NGVD 29 (05/09/91)    1.904  (m)            6.25   (f) ADJUSTED    1 2
 DD4438
 DD4438.Superseded values are not recommended for survey control.
 DD4438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4438.See file dsdata.txt to determine how the superseded data were derived.
 DD4438
 DD4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8568416958(NAD 83)
 DD4438_MARKER: DD = SURVEY DISK
 DD4438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4438_SP_SET: CONCRETE POST
 DD4438_STAMPING: 5000 B 1990
 DD4438_MARK LOGO: SCCC  
 DD4438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4438+STABILITY: SURFACE MOTION
 DD4438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4438+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD4438
 DD4438  HISTORY     - Date     Condition        Report By
 DD4438  HISTORY     - 1990     MONUMENTED       NGS
 DD4438  HISTORY     - 19900508 GOOD             NGS
 DD4438  HISTORY     - 19900920 GOOD             NGS
 DD4438
 DD4438                          STATION DESCRIPTION
 DD4438
 DD4438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4438'1.7 KM (1.06 MI) SOUTHEASTERLY ALONG ATLANTIC AVENUE (STATE ROAD
 DD4438'S-26-51) FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN GARDEN
 DD4438'CITY , THENCE 0.2 KM (0.12 MI) SOUTHWESTERLY ON WACCAMAW DRIVE, 10.7
 DD4438'M (35.10 FT) SOUTHWEST OF THE CENTER OF AZALEA AVENUE, 9.6 M (31.50
 DD4438'FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 2.9 M (9.51 FT)
 DD4438'NORTHEAST OF UTILITY POLE NUMBER 24748, AND 0.55 M (1.80 FT)
 DD4438'SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS AFFIXED TO A 24-INCH
 DD4438'SECTION OF 2-INCH PVC PIPE ENCASED IN A 6-INCH PVC PIPE SURROUNDED BY
 DD4438'CONCRETE AND FLUSH WITH THE GROUND SURFACE.
 DD4438
 DD4438                          STATION RECOVERY (1990)
 DD4438
 DD4438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4438'THE STATION IS LOCATED IN GARDEN CITY WHICH IS ABOUT 22.5 KM
 DD4438'(14.0 MI) SOUTHWEST OF MYRTLE BEACH AND 9.7 KM (6.0 MI) NORTHEAST OF
 DD4438'MURRELLS INLET.
 DD4438'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4438'SC 29202, PHONE 803-737-1314.
 DD4438'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4438'AND ATLANTIC AVENUE IN GARDEN CITY, GO SOUTHEAST ON ATLANTIC AVENUE
 DD4438'FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF WACCAMAW DRIVE.  TURN RIGHT
 DD4438'AND GO SOUTHWEST FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT
 DD4438'JUST PAST AZALEA AVENUE.
 DD4438'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4438'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED BY
 DD4438'CONCRETE AND PROJECTING 2 CM ABOVE THE GROUND.  LOCATED 10.7 M
 DD4438'(35.1 FT) SOUTHWEST OF THE CENTER OF AZALEA AVENUE, 9.6 M (31.5 FT)
 DD4438'NORTHWEST OF THE CENTER OF WACCAMAW DRIVE, 2.9 M (9.5 FT) NORTHEAST OF
 DD4438'POWER POLE NUMBER 24748 AND 0.55 M (1.80 FT) SOUTHEAST OF A WITNESS
 DD4438'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4591 ***********************************************************************
 DD4591  DESIGNATION -  5005 B
 DD4591  PID         -  DD4591
 DD4591  STATE/COUNTY-  SC/HORRY
 DD4591  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD4591
 DD4591                         *CURRENT SURVEY CONTROL
 DD4591  ___________________________________________________________________
 DD4591* NAD 83(2001)-  33 34 43.20539(N)    078 59 49.08257(W)     ADJUSTED  
 DD4591* NAVD 88     -         1.581  (meters)       5.19   (feet)  ADJUSTED  
 DD4591  ___________________________________________________________________
 DD4591  X           -   1,015,231.591 (meters)                     COMP
 DD4591  Y           -  -5,221,438.239 (meters)                     COMP
 DD4591  Z           -   3,507,588.606 (meters)                     COMP
 DD4591  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DD4591  ELLIP HEIGHT-         -33.21  (meters)          (03/27/03) GPS OBS
 DD4591  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD4591  DYNAMIC HT  -           1.579 (meters)       5.18  (feet)  COMP
 DD4591  MODELED GRAV-     979,588.5   (mgal)                       NAVD 88
 DD4591
 DD4591  HORZ ORDER  -  SECOND
 DD4591  VERT ORDER  -  THIRD
 DD4591  ELLP ORDER  -  FOURTH    CLASS II
 DD4591
 DD4591.The horizontal coordinates were established by GPS observations
 DD4591.and adjusted by the National Geodetic Survey in March 2003..
 DD4591
 DD4591.The orthometric height was determined by differential leveling
 DD4591.and adjusted by the National Geodetic Survey in April 1995..
 DD4591
 DD4591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4591
 DD4591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4591
 DD4591.The ellipsoidal height was determined by GPS observations
 DD4591.and is referenced to NAD 83.
 DD4591
 DD4591.The geoid height was determined by GEOID03.
 DD4591
 DD4591.The dynamic height is computed by dividing the NAVD 88
 DD4591.geopotential number by the normal gravity value computed on the
 DD4591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4591.degrees latitude (g = 980.6199 gals.).
 DD4591
 DD4591.The modeled gravity was interpolated from observed gravity values.
 DD4591
 DD4591;                    North         East     Units Scale Factor Converg.
 DD4591;SPC SC       -   195,352.575   795,508.572   MT  0.99979490   +1 06 37.7
 DD4591;SPC SC       -   640,920.52  2,609,936.26   iFT  0.99979490   +1 06 37.7
 DD4591;UTM  17      - 3,717,238.799   685,898.786   MT  1.00002606   +1 06 29.4
 DD4591
 DD4591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4591!SPC SC       -   1.00000521  x   0.99979490  =   0.99980011
 DD4591!UTM  17      -   1.00000521  x   1.00002606  =   1.00003127
 DD4591
 DD4591|---------------------------------------------------------------------|
 DD4591| PID    Reference Object                     Distance      Geod. Az  |
 DD4591|                                                           dddmmss.s |
 DD4591| DD4590 5010 B                              330.297 METERS 03435     |
 DD4591| DD4438 5000 B                              353.772 METERS 21829     |
 DD4591|---------------------------------------------------------------------|
 DD4591
 DD4591                          SUPERSEDED SURVEY CONTROL
 DD4591
 DD4591  NAD 83(1995)-  33 34 43.20583(N)    078 59 49.08290(W) AD(       ) 2
 DD4591  ELLIP H (12/20/99)  -33.25   (m)                       GP(       ) 4 1
 DD4591  NAD 83(1986)-  33 34 43.21546(N)    078 59 49.08733(W) AD(       ) 2
 DD4591  NGVD 29 (05/09/91)    1.907  (m)            6.26   (f) ADJUSTED    3 0
 DD4591
 DD4591.Superseded values are not recommended for survey control.
 DD4591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4591.See file dsdata.txt to determine how the superseded data were derived.
 DD4591
 DD4591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8589917239(NAD 83)
 DD4591_MARKER: DD = SURVEY DISK
 DD4591_SETTING: 0 = UNSPECIFIED SETTING
 DD4591_STAMPING: 5005 B 1990
 DD4591_MARK LOGO: SCCC  
 DD4591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4591+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4591
 DD4591  HISTORY     - Date     Condition        Report By
 DD4591  HISTORY     - 1990     MONUMENTED       NGS
 DD4591  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 DD4591  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD4591
 DD4591                          STATION DESCRIPTION
 DD4591
 DD4591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4591'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF MURRELLS
 DD4591'INLET, 3.7 KM (2.3 MI) SOUTHWEST OF SURFSIDE BEACH AT GARDEN CITY.
 DD4591'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4591'SC 29202, PHONE 803-737-1314.
 DD4591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4591'HIGHWAY 707 AT THE NORTH EDGE OT MURRELLS INLET, GO NORTHEAST ON
 DD4591'HIGHWAY 17 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF JAMESTOWN DRIVE ON
 DD4591'THE LEFT AND ATLANTIC AVE. ON THE RIGHT, TURN RIGHT (SOUTHEAST) FOR
 DD4591'1.6 KM (1.0 MI) ON ATLANTIC AVE TO T JUNCTION OF WACCAMAW DRIVE,
 DD4591'TRUN LEFT (NORTHEAST) ON WACCAMAW DRIVE FOR 0.25 KM (0.16 MI) TO THE
 DD4591'STATION ON THE RIGHT, ACROSS DRIVE FROM SOUTH CORNER OF THREE-STORY
 DD4591'GARDEN SANDS APARTMENT BUILDING.
 DD4591'THE STATION IS A SC COASTAL COUNCIL DISK SET ON TOP OF A
 DD4591'PREFABRICATED ALUMINUM PIPE EMBEDDED IN CONCRETE, AND SURROUNDED BY A
 DD4591'4-IN PVC PIPE PROJECTING 0.05 M (0.16 FT) .  LOCATED 9.8 M (32.2 FT)
 DD4591'SOUTHEAST OF THE CENTERLINE OF THE DRIVE, 9.2 M (30.2 FT) NORTHEAST OF
 DD4591'THE EXTENDED CENTERLINE OF YAUPON AVE., 1.3 M (4.3 FT) EAST OF A FIRE
 DD4591'HYDRANT AND 0.4 M (1.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 DD4591
 DD4591                          STATION RECOVERY (2001)
 DD4591
 DD4591'RECOVERY NOTE BY US POWER SQUADRON 2001 (HTP)
 DD4591'MARK NOT FOUND.
 DD4591
 DD4591                          STATION RECOVERY (2004)
 DD4591
 DD4591'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3503 ***********************************************************************
 DD3503  DESIGNATION -  5010
 DD3503  PID         -  DD3503
 DD3503  STATE/COUNTY-  SC/HORRY
 DD3503  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3503
 DD3503                         *CURRENT SURVEY CONTROL
 DD3503  ___________________________________________________________________
 DD3503* NAD 83(2001)-  33 34 52.30292(N)    078 59 41.74181(W)     ADJUSTED  
 DD3503* NAVD 88     -         1.45   (+/-2cm)       4.8    (feet)  VERTCON   
 DD3503  ___________________________________________________________________
 DD3503  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DD3503  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD3503
 DD3503  HORZ ORDER  -  SECOND
 DD3503  VERT ORDER  -  THIRD ? (See Below)
 DD3503
 DD3503.The horizontal coordinates were established by classical geodetic methods
 DD3503.and adjusted by the National Geodetic Survey in March 2004..
 DD3503
 DD3503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3503.The vertical order pertains to the NGVD 29 superseded value.
 DD3503
 DD3503.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3503
 DD3503.The geoid height was determined by GEOID03.
 DD3503
 DD3503;                    North         East     Units Scale Factor Converg.
 DD3503;SPC SC       -   195,636.427   795,692.367   MT  0.99979483   +1 06 41.8
 DD3503;SPC SC       -   641,851.79  2,610,539.26   iFT  0.99979483   +1 06 41.8
 DD3503;UTM  17      - 3,717,522.709   686,082.636   MT  1.00002691   +1 06 33.7
 DD3503
 DD3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3503!SPC SC       -   1.00000523  x   0.99979483  =   0.99980006
 DD3503!UTM  17      -   1.00000523  x   1.00002691  =   1.00003214
 DD3503
 DD3503                          SUPERSEDED SURVEY CONTROL
 DD3503
 DD3503  NAD 83(1986)-  33 34 52.31307(N)    078 59 41.74660(W) AD(       ) 2
 DD3503  NAD 83(1986)-  33 34 52.31236(N)    078 59 41.74815(W) AD(       ) 3
 DD3503  NGVD 29 (11/30/89)    1.77   (m)            5.8    (f) LEVELING    3  
 DD3503
 DD3503.Superseded values are not recommended for survey control.
 DD3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3503.See file dsdata.txt to determine how the superseded data were derived.
 DD3503
 DD3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8608317523(NAD 83)
 DD3503_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3503_SETTING: 0 = UNSPECIFIED SETTING
 DD3503_STAMPING: 5010 1987
 DD3503_MARK LOGO: SCCC  
 DD3503_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3503+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD3503
 DD3503  HISTORY     - Date     Condition        Report By
 DD3503  HISTORY     - 1987     MONUMENTED       SCCC
 DD3503  HISTORY     - 20011117 GOOD             USPSQD
 DD3503  HISTORY     - 20040904 GOOD             USPSQD
 DD3503  HISTORY     - 20051112 GOOD             USPSQD
 DD3503  HISTORY     - 20051128 GOOD             USPSQD
 DD3503
 DD3503                          STATION DESCRIPTION
 DD3503
 DD3503'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3503'THE STATION IS LOCATED IN GARDEN CITY, APPROXIMATELY (105.0 FT)
 DD3503'NORTHEAST FROM THE INTERSECTION OF CYPRESS AVENUE (S-26-154) AND
 DD3503'WACCAMAW DRIVE (S-26-65).
 DD3503'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3503'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3503'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (2.7 FT) WEST
 DD3503'SOUTHWEST FROM THE EDGE OF THE CONCRETE PARKING AREA, (26.5 FT) WEST
 DD3503'NORTHWEST FROM THE CENTERLINE OF WACCAMAW DRIVE, (5.7 FT) NORTH FROM
 DD3503'THE FENCE CORNER POST.
 DD3503
 DD3503                          STATION RECOVERY (2001)
 DD3503
 DD3503'RECOVERY NOTE BY US POWER SQUADRON 2001 (SFP)
 DD3503'RECOVERED IN GOOD CONDITION.
 DD3503
 DD3503                          STATION RECOVERY (2004)
 DD3503
 DD3503'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3503'RECOVERED IN GOOD CONDITION.
 DD3503
 DD3503                          STATION RECOVERY (2005)
 DD3503
 DD3503'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD3503'RECOVERED IN GOOD CONDITION.
 DD3503
 DD3503                          STATION RECOVERY (2005)
 DD3503
 DD3503'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4590 ***********************************************************************
 DD4590  DESIGNATION -  5010 B
 DD4590  PID         -  DD4590
 DD4590  STATE/COUNTY-  SC/HORRY
 DD4590  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD4590
 DD4590                         *CURRENT SURVEY CONTROL
 DD4590  ___________________________________________________________________
 DD4590* NAD 83(2001)-  33 34 52.03120(N)    078 59 41.81184(W)     ADJUSTED  
 DD4590* NAVD 88     -         1.541  (meters)       5.06   (feet)  ADJUSTED  
 DD4590  ___________________________________________________________________
 DD4590  X           -   1,015,386.930 (meters)                     COMP
 DD4590  Y           -  -5,221,254.801 (meters)                     COMP
 DD4590  Z           -   3,507,815.134 (meters)                     COMP
 DD4590  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DD4590  ELLIP HEIGHT-         -33.23  (meters)          (03/27/03) GPS OBS
 DD4590  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD4590  DYNAMIC HT  -           1.539 (meters)       5.05  (feet)  COMP
 DD4590  MODELED GRAV-     979,589.2   (mgal)                       NAVD 88
 DD4590
 DD4590  HORZ ORDER  -  SECOND
 DD4590  VERT ORDER  -  THIRD
 DD4590  ELLP ORDER  -  FOURTH    CLASS II
 DD4590
 DD4590.The horizontal coordinates were established by GPS observations
 DD4590.and adjusted by the National Geodetic Survey in March 2003..
 DD4590
 DD4590.The orthometric height was determined by differential leveling
 DD4590.and adjusted by the National Geodetic Survey in April 1995..
 DD4590
 DD4590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4590
 DD4590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4590
 DD4590.The ellipsoidal height was determined by GPS observations
 DD4590.and is referenced to NAD 83.
 DD4590
 DD4590.The geoid height was determined by GEOID03.
 DD4590
 DD4590.The dynamic height is computed by dividing the NAVD 88
 DD4590.geopotential number by the normal gravity value computed on the
 DD4590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4590.degrees latitude (g = 980.6199 gals.).
 DD4590
 DD4590.The modeled gravity was interpolated from observed gravity values.
 DD4590
 DD4590;                    North         East     Units Scale Factor Converg.
 DD4590;SPC SC       -   195,628.024   795,690.725   MT  0.99979484   +1 06 41.8
 DD4590;SPC SC       -   641,824.23  2,610,533.87   iFT  0.99979484   +1 06 41.8
 DD4590;UTM  17      - 3,717,514.304   686,080.992   MT  1.00002690   +1 06 33.7
 DD4590
 DD4590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4590!SPC SC       -   1.00000522  x   0.99979484  =   0.99980006
 DD4590!UTM  17      -   1.00000522  x   1.00002690  =   1.00003212
 DD4590
 DD4590|---------------------------------------------------------------------|
 DD4590| PID    Reference Object                     Distance      Geod. Az  |
 DD4590|                                                           dddmmss.s |
 DD4590| DD4591 5005 B                              330.297 METERS 21435     |
 DD4590|---------------------------------------------------------------------|
 DD4590
 DD4590                          SUPERSEDED SURVEY CONTROL
 DD4590
 DD4590  NAD 83(1995)-  33 34 52.03164(N)    078 59 41.81218(W) AD(       ) 2
 DD4590  ELLIP H (12/20/99)  -33.27   (m)                       GP(       ) 4 1
 DD4590  NAD 83(1986)-  33 34 52.04127(N)    078 59 41.81663(W) AD(       ) 2
 DD4590  NGVD 29 (05/09/91)    1.867  (m)            6.13   (f) ADJUSTED    3 0
 DD4590
 DD4590.Superseded values are not recommended for survey control.
 DD4590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4590.See file dsdata.txt to determine how the superseded data were derived.
 DD4590
 DD4590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8608117514(NAD 83)
 DD4590_MARKER: DD = SURVEY DISK
 DD4590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD4590_SP_SET: FOUNDATION FOR MANHOLE
 DD4590_STAMPING: 5010 B 1990
 DD4590_MARK LOGO: SCCC  
 DD4590_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4590+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4590
 DD4590  HISTORY     - Date     Condition        Report By
 DD4590  HISTORY     - 1990     MONUMENTED       NGS
 DD4590  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 DD4590  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD4590
 DD4590                          STATION DESCRIPTION
 DD4590
 DD4590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4590'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF MURRELLS
 DD4590'INLET, 3.7 KM (2.3 MI) SOUTHWEST OF SURFSIDE BEACH AT GARDEN CITY.
 DD4590'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4590'SC 29202, PHONE 803-737-1314.
 DD4590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4590'HIGHWAY 707 AT THE NORTH EDGE OT MURRELLS INLET, GO NORTHEAST ON
 DD4590'HIGHWAY 17 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF JAMESTOWN DRIVE ON
 DD4590'THE LEFT AND ATLANTIC AVE. ON THE RIGHT, TURN RIGHT (SOUTHEAST) FOR
 DD4590'1.6 KM (1.0 MI) ON ATLANTIC AVE TO T JUNCTION OF WACCAMAW DRIVE,
 DD4590'TURN LEFT (NORTHEAST) ON WACCAMAW DRIVE FOR 0.55 KM (0.34 MI) TO THE
 DD4590'THREE STORY WHISPERING SANDS APARTMENTS AND STATION ON THE LEFT.
 DD4590'THE STATION IS A STANDARD SC COASTAL COUNCIL DISK SET IN A DRILL HOLE
 DD4590'ON THE NORTHWEST SIDE OF THE CONCRETE FOUNDATION AROUND A MANHOLE
 DD4590'COVER.  THE STATION IS LOCATED 11.5 M (37.7 FT) NORTHEAST OF A POWER
 DD4590'POLE (NO. 76898) WITH A WHITE CROSS PAINTED ON, 7.9 M (25.9 FT)
 DD4590'SOUTHWEST OF THE SOUTH CORNER OF CONCRETE PARKING LOT OF APARTMENT,
 DD4590'5.2 M (17.1 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE AND 0.6 M
 DD4590'(2.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 DD4590
 DD4590                          STATION RECOVERY (2001)
 DD4590
 DD4590'RECOVERY NOTE BY US POWER SQUADRON 2001 (HTP)
 DD4590'MARK NOT FOUND.
 DD4590
 DD4590                          STATION RECOVERY (2004)
 DD4590
 DD4590'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4589 ***********************************************************************
 DD4589  DESIGNATION -  5015
 DD4589  PID         -  DD4589
 DD4589  STATE/COUNTY-  SC/HORRY
 DD4589  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD4589
 DD4589                         *CURRENT SURVEY CONTROL
 DD4589  ___________________________________________________________________
 DD4589* NAD 83(2001)-  33 34 59.98476(N)    078 59 35.77100(W)     ADJUSTED  
 DD4589* NAVD 88     -         1.918  (meters)       6.29   (feet)  ADJUSTED  
 DD4589  ___________________________________________________________________
 DD4589  X           -   1,015,514.025 (meters)                     COMP
 DD4589  Y           -  -5,221,092.322 (meters)                     COMP
 DD4589  Z           -   3,508,019.490 (meters)                     COMP
 DD4589  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 DD4589  ELLIP HEIGHT-         -32.85  (meters)          (03/27/03) GPS OBS
 DD4589  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4589  DYNAMIC HT  -           1.916 (meters)       6.29  (feet)  COMP
 DD4589  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 DD4589
 DD4589  HORZ ORDER  -  SECOND
 DD4589  VERT ORDER  -  THIRD
 DD4589  ELLP ORDER  -  FOURTH    CLASS II
 DD4589
 DD4589.The horizontal coordinates were established by GPS observations
 DD4589.and adjusted by the National Geodetic Survey in March 2003..
 DD4589
 DD4589.The orthometric height was determined by differential leveling
 DD4589.and adjusted by the National Geodetic Survey in April 1995..
 DD4589
 DD4589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4589
 DD4589.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4589
 DD4589.The ellipsoidal height was determined by GPS observations
 DD4589.and is referenced to NAD 83.
 DD4589
 DD4589.The geoid height was determined by GEOID03.
 DD4589
 DD4589.The dynamic height is computed by dividing the NAVD 88
 DD4589.geopotential number by the normal gravity value computed on the
 DD4589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4589.degrees latitude (g = 980.6199 gals.).
 DD4589
 DD4589.The modeled gravity was interpolated from observed gravity values.
 DD4589
 DD4589;                    North         East     Units Scale Factor Converg.
 DD4589;SPC SC       -   195,875.997   795,841.686   MT  0.99979478   +1 06 45.1
 DD4589;SPC SC       -   642,637.79  2,611,029.15   iFT  0.99979478   +1 06 45.1
 DD4589;UTM  17      - 3,717,762.328   686,231.998   MT  1.00002759   +1 06 37.2
 DD4589
 DD4589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4589!SPC SC       -   1.00000516  x   0.99979478  =   0.99979994
 DD4589!UTM  17      -   1.00000516  x   1.00002759  =   1.00003275
 DD4589
 DD4589|---------------------------------------------------------------------|
 DD4589| PID    Reference Object                     Distance      Geod. Az  |
 DD4589|                                                           dddmmss.s |
 DD4589| DD3504 5020                                330.142 METERS 04200     |
 DD4589| DD4590 5010 B                              290.370 METERS 21227     |
 DD4589|---------------------------------------------------------------------|
 DD4589
 DD4589                          SUPERSEDED SURVEY CONTROL
 DD4589
 DD4589  NAD 83(1995)-  33 34 59.98521(N)    078 59 35.77134(W) AD(       ) 2
 DD4589  ELLIP H (12/20/99)  -32.88   (m)                       GP(       ) 4 1
 DD4589  NAD 83(1986)-  33 34 59.99484(N)    078 59 35.77579(W) AD(       ) 2
 DD4589  NGVD 29 (05/09/91)    2.244  (m)            7.36   (f) ADJUSTED    3 0
 DD4589
 DD4589.Superseded values are not recommended for survey control.
 DD4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4589.See file dsdata.txt to determine how the superseded data were derived.
 DD4589
 DD4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8623217762(NAD 83)
 DD4589_MARKER: DD = SURVEY DISK
 DD4589_SETTING: 0 = UNSPECIFIED SETTING
 DD4589_STAMPING: 5015 88
 DD4589_MARK LOGO: SCCC  
 DD4589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4589+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD4589
 DD4589  HISTORY     - Date     Condition        Report By
 DD4589  HISTORY     - UNK      MONUMENTED       SCCC
 DD4589  HISTORY     - 19900920 GOOD             NGS
 DD4589  HISTORY     - 20021119 GOOD             USPSQD
 DD4589  HISTORY     - 20040904 GOOD             USPSQD
 DD4589  HISTORY     - 20051112 GOOD             USPSQD
 DD4589  HISTORY     - 20051128 GOOD             USPSQD
 DD4589
 DD4589                          STATION DESCRIPTION
 DD4589
 DD4589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4589'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DD4589'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD4589'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD4589'BUSINESS (KINGS HIGHWAY) AND GLENNS BAY ROAD (HEADING NORTHWEST), AND
 DD4589'SURFSIDEDRIVE (HEADING SOUTHEAST) IN SURFSIDE BEACH, GO SOUTHEAST ON
 DD4589'SURFSIDE DRIVE FOR 1.7 KM (1.1 MI) TO OCEAN BLVD., TURN RIGHT
 DD4589'(SOUTHWEST) ON OCEAN BLVD. FOR 1.75 KM (1.09 MI) TO GARDEN CITY CITY
 DD4589'LIMITS (OCEAN BLVD CHANGES TO WACCAMAW DRIVE), CONTINUE AHEAD FOR
 DD4589'1.45 KM (0.90 MI) TO A SAND ROAD AND THE STATION ON THE RIGHT
 DD4589'NORTHWEST OF DUNESIDE II APARTMENTS.
 DD4589'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4589'PIPE INSIDE A 6-INPVC PIPE SURROUNDED BY CONCRETE FLUSH WITH THE
 DD4589'GROUND, LOCATED 13.7 M (44.9 FT) NORTHWEST OF THE CENTERLINE OF
 DD4589'WACCAMAW DRIVE, 5.5 M (18.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DD4589'SAND ROAD, 1.0 M (3.3 FT) NORTHEAST OF A POWER POLE AND 0.5 M
 DD4589'(1.6 FT) WEST OF A FIBERGLASS WITNESS POST.
 DD4589
 DD4589                          STATION RECOVERY (2002)
 DD4589
 DD4589'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD4589'DISK WITH STAMPING HAS BEEN PAVED OVER. FLUSH WITH ASPHALT IS A METAL
 DD4589'ROD WITH PLASTIC DISK NAIL INTO PAVEMENT WITH INSCRIPTION SURVEY
 DD4589'MARKER DO NOT REMOVE. SAND ROAD IS PAVED. WITNESS POST IS GONE.
 DD4589
 DD4589                          STATION RECOVERY (2004)
 DD4589
 DD4589'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4589'RECOVERED IN GOOD CONDITION.
 DD4589
 DD4589                          STATION RECOVERY (2005)
 DD4589
 DD4589'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD4589'RECOVERED IN GOOD CONDITION.
 DD4589
 DD4589                          STATION RECOVERY (2005)
 DD4589
 DD4589'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3504 ***********************************************************************
 DD3504  DESIGNATION -  5020
 DD3504  PID         -  DD3504
 DD3504  STATE/COUNTY-  SC/HORRY
 DD3504  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3504
 DD3504                         *CURRENT SURVEY CONTROL
 DD3504  ___________________________________________________________________
 DD3504* NAD 83(2001)-  33 35 07.94716(N)    078 59 27.20321(W)     ADJUSTED  
 DD3504* NAVD 88     -         2.16   (+/-2cm)       7.1    (feet)  VERTCON   
 DD3504  ___________________________________________________________________
 DD3504  X           -   1,015,705.019 (meters)                     COMP
 DD3504  Y           -  -5,220,917.120 (meters)                     COMP
 DD3504  Z           -   3,508,223.985 (meters)                     COMP
 DD3504  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 DD3504  ELLIP HEIGHT-         -32.62  (meters)          (03/27/03) GPS OBS
 DD3504  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3504
 DD3504  HORZ ORDER  -  SECOND
 DD3504  VERT ORDER  -  THIRD ? (See Below)
 DD3504  ELLP ORDER  -  FOURTH    CLASS II
 DD3504
 DD3504.The horizontal coordinates were established by GPS observations
 DD3504.and adjusted by the National Geodetic Survey in March 2003..
 DD3504
 DD3504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3504.The vertical order pertains to the NGVD 29 superseded value.
 DD3504
 DD3504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3504
 DD3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3504
 DD3504.The ellipsoidal height was determined by GPS observations
 DD3504.and is referenced to NAD 83.
 DD3504
 DD3504.The geoid height was determined by GEOID03.
 DD3504
 DD3504;                    North         East     Units Scale Factor Converg.
 DD3504;SPC SC       -   196,125.510   796,057.769   MT  0.99979472   +1 06 49.9
 DD3504;SPC SC       -   643,456.40  2,611,738.09   iFT  0.99979472   +1 06 49.9
 DD3504;UTM  17      - 3,718,011.892   686,448.141   MT  1.00002859   +1 06 42.2
 DD3504
 DD3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3504!SPC SC       -   1.00000512  x   0.99979472  =   0.99979984
 DD3504!UTM  17      -   1.00000512  x   1.00002859  =   1.00003371
 DD3504
 DD3504|---------------------------------------------------------------------|
 DD3504| PID    Reference Object                     Distance      Geod. Az  |
 DD3504|                                                           dddmmss.s |
 DD3504| DD4588 5025 B                              291.053 METERS 03507     |
 DD3504|---------------------------------------------------------------------|
 DD3504
 DD3504                          SUPERSEDED SURVEY CONTROL
 DD3504
 DD3504  NAD 83(1995)-  33 35 07.94761(N)    078 59 27.20354(W) AD(       ) 2
 DD3504  ELLIP H (12/20/99)  -32.65   (m)                       GP(       ) 4 1
 DD3504  NAD 83(1986)-  33 35 07.95721(N)    078 59 27.20806(W) AD(       ) 2
 DD3504  NAD 83(1986)-  33 35 07.95612(N)    078 59 27.21023(W) AD(       ) 3
 DD3504  NGVD 29 (11/30/89)    2.48   (m)            8.1    (f) LEVELING    3  
 DD3504
 DD3504.Superseded values are not recommended for survey control.
 DD3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3504.See file dsdata.txt to determine how the superseded data were derived.
 DD3504
 DD3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8644818012(NAD 83)
 DD3504_MARKER: DD = SURVEY DISK
 DD3504_SETTING: 0 = UNSPECIFIED SETTING
 DD3504_STAMPING: 5020 1987
 DD3504_MARK LOGO: SCCC  
 DD3504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3504+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD3504
 DD3504  HISTORY     - Date     Condition        Report By
 DD3504  HISTORY     - 1987     MONUMENTED       SCCC
 DD3504  HISTORY     - 19900924 GOOD             NGS
 DD3504  HISTORY     - 20021118 GOOD             USPSQD
 DD3504  HISTORY     - 20040904 GOOD             USPSQD
 DD3504  HISTORY     - 20051112 GOOD             USPSQD
 DD3504  HISTORY     - 20051128 GOOD             USPSQD
 DD3504
 DD3504                          STATION DESCRIPTION
 DD3504
 DD3504'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3504'THE STATION IS LOCATED IN GARDEN CITY IN THE EAST QUADRANT OF THE
 DD3504'INTERSECTION OF SEABREEZE DRIVE AND WACCAMAW DRIVE.
 DD3504'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3504'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3504'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (24.9 FT)
 DD3504'SOUTHEAST FROM THE CENTERLINE OF WACCAMAW DRIVE, (17.9 FT) WEST
 DD3504'NORTHWEST FROM THE WEST CORNER OF THE PARKING DECK TO THE ROYAL GARDEN
 DD3504'CONDOMINIUM, (38.7 FT) NORTHEAST FROM THE CENTERLINE OF THE SANITARY
 DD3504'SEWER MANHOLE COVER.
 DD3504
 DD3504                          STATION RECOVERY (1990)
 DD3504
 DD3504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3504'THE STATION IS LOCATED IN SURFSIDE BEACH.  OWNERSHIP--SCHDPT,
 DD3504'PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3504'803-737-1314.
 DD3504'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD3504'BUSINESS (KINGS HIGHWAY) AND GLENNS BAY ROAD (HEADING NORTHWEST), AND
 DD3504'SURFSIDE DRIVE (HEADING SOUTHEAST) IN SURFSIDE BEACH, GO SOUTHEAST ON
 DD3504'SURFSIDE DRIVE FOR 1.7 KM (1.1 MI) TO OCEAN BLVD., TURN RIGHT
 DD3504'(SOUTHWEST) ON OCEAN BLVD. FOR 1.75 KM (1.09 MI) TO GARDEN CITY CITY
 DD3504'LIMITS (OCEAN BLVD CHANGES TO WACCAMAW DRIVE), CONTINUE AHEAD FOR 1.1
 DD3504'KM (0.7 MI) TO ROYAL GARDEN RESORT AND THE STATION ON THE LEFT AT THE
 DD3504'NORTHWEST CORNER OF THE BUILDING.
 DD3504'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3504'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE FLUSH WITH THE
 DD3504'GROUND, LOCATED 7.6 M (24.9 FT) SOUTHEAST OF THE CENTERLINE OF
 DD3504'WACCAMAW DRIVE, 6.1 M (20.0 FT) NORTHEAST OF THE CENTERLINE OF A
 DD3504'DRIVEWAY, 5.4 M (17.7 FT) WEST-NORTHWEST OF THE WEST CORNER OF THE
 DD3504'PARKING DECK AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 DD3504'POST.
 DD3504
 DD3504                          STATION RECOVERY (2002)
 DD3504
 DD3504'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD3504'NO WITNESS POST
 DD3504
 DD3504                          STATION RECOVERY (2004)
 DD3504
 DD3504'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3504'RECOVERED IN GOOD CONDITION.
 DD3504
 DD3504                          STATION RECOVERY (2005)
 DD3504
 DD3504'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD3504'RECOVERED IN GOOD CONDITION.
 DD3504
 DD3504                          STATION RECOVERY (2005)
 DD3504
 DD3504'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4588 ***********************************************************************
 DD4588  DESIGNATION -  5025 B
 DD4588  PID         -  DD4588
 DD4588  STATE/COUNTY-  SC/HORRY
 DD4588  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD4588
 DD4588                         *CURRENT SURVEY CONTROL
 DD4588  ___________________________________________________________________
 DD4588* NAD 83(2001)-  33 35 15.67445(N)    078 59 20.71027(W)     ADJUSTED  
 DD4588* NAVD 88     -         2.129  (meters)       6.98   (feet)  ADJUSTED  
 DD4588  ___________________________________________________________________
 DD4588  X           -   1,015,844.210 (meters)                     COMP
 DD4588  Y           -  -5,220,755.858 (meters)                     COMP
 DD4588  Z           -   3,508,422.307 (meters)                     COMP
 DD4588  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DD4588  ELLIP HEIGHT-         -32.63  (meters)          (03/27/03) GPS OBS
 DD4588  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4588  DYNAMIC HT  -           2.127 (meters)       6.98  (feet)  COMP
 DD4588  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 DD4588
 DD4588  HORZ ORDER  -  SECOND
 DD4588  VERT ORDER  -  THIRD
 DD4588  ELLP ORDER  -  FOURTH    CLASS II
 DD4588
 DD4588.The horizontal coordinates were established by GPS observations
 DD4588.and adjusted by the National Geodetic Survey in March 2003..
 DD4588
 DD4588.The orthometric height was determined by differential leveling
 DD4588.and adjusted by the National Geodetic Survey in April 1995..
 DD4588
 DD4588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4588
 DD4588.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4588
 DD4588.The ellipsoidal height was determined by GPS observations
 DD4588.and is referenced to NAD 83.
 DD4588
 DD4588.The geoid height was determined by GEOID03.
 DD4588
 DD4588.The dynamic height is computed by dividing the NAVD 88
 DD4588.geopotential number by the normal gravity value computed on the
 DD4588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4588.degrees latitude (g = 980.6199 gals.).
 DD4588
 DD4588.The modeled gravity was interpolated from observed gravity values.
 DD4588
 DD4588;                    North         East     Units Scale Factor Converg.
 DD4588;SPC SC       -   196,366.747   796,220.502   MT  0.99979467   +1 06 53.5
 DD4588;SPC SC       -   644,247.86  2,612,271.99   iFT  0.99979467   +1 06 53.5
 DD4588;UTM  17      - 3,718,253.180   686,610.921   MT  1.00002933   +1 06 46.0
 DD4588
 DD4588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4588!SPC SC       -   1.00000512  x   0.99979467  =   0.99979979
 DD4588!UTM  17      -   1.00000512  x   1.00002933  =   1.00003445
 DD4588
 DD4588|---------------------------------------------------------------------|
 DD4588| PID    Reference Object                     Distance      Geod. Az  |
 DD4588|                                                           dddmmss.s |
 DD4588| DD3504 5020                                291.053 METERS 21507     |
 DD4588|---------------------------------------------------------------------|
 DD4588
 DD4588                          SUPERSEDED SURVEY CONTROL
 DD4588
 DD4588  NAD 83(1995)-  33 35 15.67490(N)    078 59 20.71062(W) AD(       ) 2
 DD4588  ELLIP H (12/20/99)  -32.66   (m)                       GP(       ) 4 1
 DD4588  NAD 83(1986)-  33 35 15.68452(N)    078 59 20.71513(W) AD(       ) 2
 DD4588  NGVD 29 (05/09/91)    2.456  (m)            8.06   (f) ADJUSTED    3 0
 DD4588
 DD4588.Superseded values are not recommended for survey control.
 DD4588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4588.See file dsdata.txt to determine how the superseded data were derived.
 DD4588
 DD4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8661118253(NAD 83)
 DD4588_MARKER: DD = SURVEY DISK
 DD4588_SETTING: 0 = UNSPECIFIED SETTING
 DD4588_STAMPING: 5025 B 1990
 DD4588_MARK LOGO: SCCC  
 DD4588_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4588+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4588
 DD4588  HISTORY     - Date     Condition        Report By
 DD4588  HISTORY     - 1990     MONUMENTED       NGS
 DD4588  HISTORY     - 20021118 MARK NOT FOUND   USPSQD
 DD4588  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD4588
 DD4588                          STATION DESCRIPTION
 DD4588
 DD4588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4588'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4588'SC 29202, PHONE 803-737-1314.
 DD4588'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4588'HIGHWAY 707 AT THE NORTH EDGE OT MURRELLS INLET, GO NORTHEAST ON
 DD4588'HIGHWAY 17 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF JAMESTOWN DRIVE ON
 DD4588'THE LEFT AND ATLANTIC AVE. ON THE RIGHT, TURN RIGHT (SOUTHEAST) FOR
 DD4588'1.6 KM (1.0 MI) ON ATLANTIC AVE TO T JUNCTION OF WACCAMAW DRIVE,
 DD4588'TURN LEFT (NORTHEAST) ON WACCAMAW DRIVE FOR 1.50 KM (0.93 MI) TO THE
 DD4588'JUNCTION OF WOODLAND DRIVE (S-26-71) AND THE STATION ON THE LEFT AT
 DD4588'MIDDLE ONE OF FIVE BLUE 3-STORY SANDY SHORES APARTMENT BUILDINGS.
 DD4588'THE STATION IS A STANDARD SC COASTAL COUNCIL DISK SET ON TOP OF A
 DD4588'PREFABRICATED ALUMMINUM PIPE EMBEDDED IN CONCRETE, SURROUNDED BY A
 DD4588'4-IN PVC PIPE AND FLUSH WITH THE GROUND.  THE STATION IS LOCATED 9.1
 DD4588'M (29.9 FT) NORTHWEST OF WACCAMAW DRIVE, 6.9 M (22.6 FT) SOUTHEAST OF
 DD4588'WOODLAND DRIVE, 1.3 M (4.3 FT) NORTHWEST OF A POWER POLE AND 0.45 M
 DD4588'(1.48 FT) NORTH OF THE NORTH CORNER OF A CATCH BASIN IN THE YARD.
 DD4588
 DD4588                          STATION RECOVERY (2002)
 DD4588
 DD4588'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD4588'LATITUDE AND LONGITUDE VERIFIED BY DGPS WAAS FOUND WITNESS POST. YARD
 DD4588'LANDSCAPED AND RAISED EIGHT INCHES
 DD4588
 DD4588                          STATION RECOVERY (2004)
 DD4588
 DD4588'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3505 ***********************************************************************
 DD3505  DESIGNATION -  5030
 DD3505  PID         -  DD3505
 DD3505  STATE/COUNTY-  SC/HORRY
 DD3505  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3505
 DD3505                         *CURRENT SURVEY CONTROL
 DD3505  ___________________________________________________________________
 DD3505* NAD 83(2001)-  33 35 22.32503(N)    078 59 13.74300(W)     ADJUSTED  
 DD3505* NAVD 88     -         2.400  (meters)       7.87   (feet)  ADJUSTED  
 DD3505  ___________________________________________________________________
 DD3505  X           -   1,015,998.946 (meters)                     COMP
 DD3505  Y           -  -5,220,610.494 (meters)                     COMP
 DD3505  Z           -   3,508,593.146 (meters)                     COMP
 DD3505  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DD3505  ELLIP HEIGHT-         -32.36  (meters)          (03/27/03) GPS OBS
 DD3505  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3505  DYNAMIC HT  -           2.398 (meters)       7.87  (feet)  COMP
 DD3505  MODELED GRAV-     979,591.6   (mgal)                       NAVD 88
 DD3505
 DD3505  HORZ ORDER  -  SECOND
 DD3505  VERT ORDER  -  THIRD
 DD3505  ELLP ORDER  -  FOURTH    CLASS II
 DD3505
 DD3505.The horizontal coordinates were established by GPS observations
 DD3505.and adjusted by the National Geodetic Survey in March 2003..
 DD3505
 DD3505.The orthometric height was determined by differential leveling
 DD3505.and adjusted by the National Geodetic Survey in April 1995..
 DD3505
 DD3505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3505
 DD3505.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3505
 DD3505.The ellipsoidal height was determined by GPS observations
 DD3505.and is referenced to NAD 83.
 DD3505
 DD3505.The geoid height was determined by GEOID03.
 DD3505
 DD3505.The dynamic height is computed by dividing the NAVD 88
 DD3505.geopotential number by the normal gravity value computed on the
 DD3505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3505.degrees latitude (g = 980.6199 gals.).
 DD3505
 DD3505.The modeled gravity was interpolated from observed gravity values.
 DD3505
 DD3505;                    North         East     Units Scale Factor Converg.
 DD3505;SPC SC       -   196,575.065   796,396.097   MT  0.99979462   +1 06 57.3
 DD3505;SPC SC       -   644,931.32  2,612,848.09   iFT  0.99979462   +1 06 57.3
 DD3505;UTM  17      - 3,718,461.541   686,786.565   MT  1.00003014   +1 06 50.1
 DD3505
 DD3505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3505!SPC SC       -   1.00000508  x   0.99979462  =   0.99979970
 DD3505!UTM  17      -   1.00000508  x   1.00003014  =   1.00003522
 DD3505
 DD3505|---------------------------------------------------------------------|
 DD3505| PID    Reference Object                     Distance      Geod. Az  |
 DD3505|                                                           dddmmss.s |
 DD3505| DD4588 5025 B                              272.508 METERS 22115     |
 DD3505|---------------------------------------------------------------------|
 DD3505
 DD3505                          SUPERSEDED SURVEY CONTROL
 DD3505
 DD3505  NAD 83(1995)-  33 35 22.32545(N)    078 59 13.74337(W) AD(       ) 2
 DD3505  ELLIP H (12/20/99)  -32.40   (m)                       GP(       ) 4 1
 DD3505  NAD 83(1986)-  33 35 22.33504(N)    078 59 13.74791(W) AD(       ) 2
 DD3505  NAD 83(1986)-  33 35 22.33453(N)    078 59 13.74966(W) AD(       ) 3
 DD3505  NGVD 29 (05/09/91)    2.727  (m)            8.95   (f) ADJUSTED    3 0
 DD3505
 DD3505.Superseded values are not recommended for survey control.
 DD3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3505.See file dsdata.txt to determine how the superseded data were derived.
 DD3505
 DD3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8678718462(NAD 83)
 DD3505_MARKER: DD = SURVEY DISK
 DD3505_SETTING: 0 = UNSPECIFIED SETTING
 DD3505_STAMPING: 5030 1987
 DD3505_MARK LOGO: SCCC  
 DD3505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3505+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD3505
 DD3505  HISTORY     - Date     Condition        Report By
 DD3505  HISTORY     - 1987     MONUMENTED       SCCC
 DD3505  HISTORY     - 19900920 GOOD             NGS
 DD3505  HISTORY     - 20011117 GOOD             USPSQD
 DD3505  HISTORY     - 20021119 GOOD             USPSQD
 DD3505  HISTORY     - 20021119 GOOD             USPSQD
 DD3505  HISTORY     - 20040904 GOOD             USPSQD
 DD3505  HISTORY     - 20051112 GOOD             USPSQD
 DD3505  HISTORY     - 20051128 GOOD             USPSQD
 DD3505
 DD3505                          STATION DESCRIPTION
 DD3505
 DD3505'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3505'THE STATION IS LOCATED IN GARDEN CITY, APPROXIMATELY (0.3 MI)
 DD3505'SOUTHWEST FROM THE INTERSECTION OF MELODY LANE AND WACCAMAW DRIVE,
 DD3505'LOCATED ON THE OCEAN SIDE OF WACCAMAW DRIVE.
 DD3505'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3505'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3505'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (18.4 FT)
 DD3505'SOUTHEAST FROM THE CENTERLINE OF WACCAMAW DRIVE, (71.1 FT) NORTHWEST
 DD3505'FROM THE NORTH CORNER OF THE BUILDING (SURFMASTER CONDOMINIUM).
 DD3505
 DD3505                          STATION RECOVERY (1990)
 DD3505
 DD3505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3505'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DD3505'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD3505'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD3505'BUSINESS (KINGS HIGHWAY) AND GLENNS BAY ROAD (HEADING NORTHWEST), AND
 DD3505'SURFSIDE DRIVE (HEADING SOUTHEAST) IN SURFSIDE BEACH, GO SOUTHEAST ON
 DD3505'SURFSIDE DRIVE FOR 1.7 KM (1.1 MI) TO OCEAN BLVD., TURN RIGHT
 DD3505'(SOUTHWEST) ON OCEAN BLVD. FOR 1.75 KM (1.09 MI) TO GARDEN CITY CITY
 DD3505'LIMITS (OCEAN BLVD CHANGES TO WACCAMAW DRIVE), CONTINUE AHEAD FOR
 DD3505'0.48 KM (0.30 MI) TO THE NORTHEAST ENTRANCE OF SURFMASTER
 DD3505'CONDOMINIUMS AND THE STATION ON THE LEFT.
 DD3505'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3505'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE 0.06 M (0.20 FT)
 DD3505'BELOW THE GROUND, LOCATED 21.7 M (71.2 FT) NORTHWEST OF THE NORTH
 DD3505'CORNER OF SURFMASTER CONDOMINIUM, 5.6 M (18.4 FT) SOUTHEAST OF THE
 DD3505'CENTERLINE OF WACCAMAW DRIVE, 5.6 M (18.4 FT) NORTHEAST OF THE
 DD3505'CENTERLINE OF THE DRIVEWAY AND 0.4 M (1.3 FT) NORTHEAST OF A
 DD3505'FIBERGLASS WITNESS POST.
 DD3505
 DD3505                          STATION RECOVERY (2001)
 DD3505
 DD3505'RECOVERY NOTE BY US POWER SQUADRON 2001 (HTP)
 DD3505'RECOVERED IN GOOD CONDITION.
 DD3505
 DD3505                          STATION RECOVERY (2002)
 DD3505
 DD3505'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD3505'RECOVERED IN GOOD CONDITION.
 DD3505
 DD3505                          STATION RECOVERY (2002)
 DD3505
 DD3505'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD3505'STAMPING IS 5053 1987
 DD3505
 DD3505                          STATION RECOVERY (2004)
 DD3505
 DD3505'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3505'RECOVERED IN GOOD CONDITION.
 DD3505
 DD3505                          STATION RECOVERY (2005)
 DD3505
 DD3505'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD3505'RECOVERED IN GOOD CONDITION.
 DD3505
 DD3505                          STATION RECOVERY (2005)
 DD3505
 DD3505'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4587 ***********************************************************************
 DD4587  DESIGNATION -  5035
 DD4587  PID         -  DD4587
 DD4587  STATE/COUNTY-  SC/HORRY
 DD4587  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD4587
 DD4587                         *CURRENT SURVEY CONTROL
 DD4587  ___________________________________________________________________
 DD4587* NAD 83(2001)-  33 35 28.51825(N)    078 59 07.60972(W)     ADJUSTED  
 DD4587* NAVD 88     -         3.006  (meters)       9.86   (feet)  ADJUSTED  
 DD4587  ___________________________________________________________________
 DD4587  X           -   1,016,134.107 (meters)                     COMP
 DD4587  Y           -  -5,220,477.150 (meters)                     COMP
 DD4587  Z           -   3,508,752.426 (meters)                     COMP
 DD4587  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DD4587  ELLIP HEIGHT-         -31.76  (meters)          (03/27/03) GPS OBS
 DD4587  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4587  DYNAMIC HT  -           3.003 (meters)       9.85  (feet)  COMP
 DD4587  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 DD4587
 DD4587  HORZ ORDER  -  SECOND
 DD4587  VERT ORDER  -  THIRD
 DD4587  ELLP ORDER  -  FOURTH    CLASS II
 DD4587
 DD4587.The horizontal coordinates were established by GPS observations
 DD4587.and adjusted by the National Geodetic Survey in March 2003..
 DD4587
 DD4587.The orthometric height was determined by differential leveling
 DD4587.and adjusted by the National Geodetic Survey in April 1995..
 DD4587
 DD4587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4587
 DD4587.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4587
 DD4587.The ellipsoidal height was determined by GPS observations
 DD4587.and is referenced to NAD 83.
 DD4587
 DD4587.The geoid height was determined by GEOID03.
 DD4587
 DD4587.The dynamic height is computed by dividing the NAVD 88
 DD4587.geopotential number by the normal gravity value computed on the
 DD4587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4587.degrees latitude (g = 980.6199 gals.).
 DD4587
 DD4587.The modeled gravity was interpolated from observed gravity values.
 DD4587
 DD4587;                    North         East     Units Scale Factor Converg.
 DD4587;SPC SC       -   196,768.882   796,550.464   MT  0.99979458   +1 07 00.7
 DD4587;SPC SC       -   645,567.20  2,613,354.54   iFT  0.99979458   +1 07 00.7
 DD4587;UTM  17      - 3,718,655.398   686,940.975   MT  1.00003085   +1 06 53.7
 DD4587
 DD4587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4587!SPC SC       -   1.00000499  x   0.99979458  =   0.99979957
 DD4587!UTM  17      -   1.00000499  x   1.00003085  =   1.00003584
 DD4587
 DD4587|---------------------------------------------------------------------|
 DD4587| PID    Reference Object                     Distance      Geod. Az  |
 DD4587|                                                           dddmmss.s |
 DD4587| DD3505 5030                                247.829 METERS 21939     |
 DD4587| DD4588 5025 B                              APPROX. 0.5 KM 2202912.1 |
 DD4587|---------------------------------------------------------------------|
 DD4587
 DD4587                          SUPERSEDED SURVEY CONTROL
 DD4587
 DD4587  NAD 83(1995)-  33 35 28.51866(N)    078 59 07.61009(W) AD(       ) 2
 DD4587  ELLIP H (12/20/99)  -31.80   (m)                       GP(       ) 4 1
 DD4587  NAD 83(1986)-  33 35 28.52823(N)    078 59 07.61469(W) AD(       ) 2
 DD4587  NGVD 29 (05/09/91)    3.332  (m)           10.93   (f) ADJUSTED    3 0
 DD4587
 DD4587.Superseded values are not recommended for survey control.
 DD4587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4587.See file dsdata.txt to determine how the superseded data were derived.
 DD4587
 DD4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8694118655(NAD 83)
 DD4587_MARKER: DD = SURVEY DISK
 DD4587_SETTING: 0 = UNSPECIFIED SETTING
 DD4587_STAMPING: 5035 88
 DD4587_MARK LOGO: SCCC  
 DD4587_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4587+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD4587
 DD4587  HISTORY     - Date     Condition        Report By
 DD4587  HISTORY     - UNK      MONUMENTED       SCCC
 DD4587  HISTORY     - 19900920 GOOD             NGS
 DD4587
 DD4587                          STATION DESCRIPTION
 DD4587
 DD4587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4587'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DD4587'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD4587'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD4587'BUSINESS (KINGS HIGHWAY) AND GLENNS BAY ROAD (HEADING NORTHWEST), AND
 DD4587'SURFSIDEDRIVE (HEADING SOUTHEAST) IN SURFSIDE BEACH, GO SOUTHEAST ON
 DD4587'SURFSIDE DRIVE FOR 1.28 KM (0.80 MI) TO OCEAN BLVD., TURN RIGHT
 DD4587'(SOUTHWEST) ON OCEAN BLVD. FOR 1.75 KM (1.09 MI) TO GARDEN CITY CITY
 DD4587'LIMITS (OCEAN BLVD CHANGES TO WACCAMAW DRIVE), CONTINUE AHEAD FOR
 DD4587'0.24 KM (0.15 MI) TO THE ENTRANCE TO A PARKING LOT ON LEFT, BETWEEN
 DD4587'ONE OCEAN PLACE (12 STORY APARTMENT BUILDING) AND THE CONCH CAFE AND
 DD4587'LOUNGE AND THE STATION ON THE LEFT.
 DD4587'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4587'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE 0.37 M (1.21 FT)
 DD4587'BELOW THE GROUND, LOCATED 11.6 M (38.1 FT) SOUTHEAST OF THE CENTERLINE
 DD4587'OF WACCAMAW DRIVE, 6.4 M (21.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 DD4587'PARKING LOT ENTRANCE WAY, 1.3 M (4.3 FT) SOUTH OF A POWER POLE AND
 DD4587'0.9 M (3.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0136 ***********************************************************************
 EC0136  DESIGNATION -  506
 EC0136  PID         -  EC0136
 EC0136  STATE/COUNTY-  SC/RICHLAND
 EC0136  USGS QUAD   -  BLYTHEWOOD (1990)
 EC0136
 EC0136                         *CURRENT SURVEY CONTROL
 EC0136  ___________________________________________________________________
 EC0136* NAD 83(1986)-  34 12 53.     (N)    080 58 22.     (W)     SCALED    
 EC0136* NAVD 88     -       153.376  (meters)     503.20   (feet)  ADJUSTED  
 EC0136  ___________________________________________________________________
 EC0136  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 EC0136  DYNAMIC HT  -         153.225 (meters)     502.71  (feet)  COMP
 EC0136  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 EC0136
 EC0136  VERT ORDER  -  SECOND    CLASS 0
 EC0136
 EC0136.The horizontal coordinates were scaled from a topographic map and have
 EC0136.an estimated accuracy of +/- 6 seconds.
 EC0136
 EC0136.The orthometric height was determined by differential leveling
 EC0136.and adjusted by the National Geodetic Survey in June 1991..
 EC0136
 EC0136.The geoid height was determined by GEOID03.
 EC0136
 EC0136.The dynamic height is computed by dividing the NAVD 88
 EC0136.geopotential number by the normal gravity value computed on the
 EC0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0136.degrees latitude (g = 980.6199 gals.).
 EC0136
 EC0136.The modeled gravity was interpolated from observed gravity values.
 EC0136
 EC0136;                    North         East    Units  Estimated Accuracy
 EC0136;SPC SC       -   264,090.      612,110.      MT  (+/- 180 meters Scaled)
 EC0136
 EC0136                          SUPERSEDED SURVEY CONTROL
 EC0136
 EC0136  NGVD 29 (??/??/92)  153.613  (m)          503.98   (f) ADJ UNCH    2 0
 EC0136
 EC0136.Superseded values are not recommended for survey control.
 EC0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0136.See file dsdata.txt to determine how the superseded data were derived.
 EC0136
 EC0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT025859(NAD 83)
 EC0136_MARKER: DD = SURVEY DISK
 EC0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EC0136_SP_SET: BUILDING
 EC0136_STAMPING: 504.064 COLUMBIA 1900
 EC0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC0136
 EC0136  HISTORY     - Date     Condition        Report By
 EC0136  HISTORY     - 1900     MONUMENTED       USGS
 EC0136  HISTORY     - 1943     GOOD             NGS
 EC0136
 EC0136                          STATION DESCRIPTION
 EC0136
 EC0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EC0136'AT BLYTHEWOOD.
 EC0136'AT BLYTHEWOOD, RICHLAND COUNTY, 414 FEET SOUTHEAST OF THE
 EC0136'SOUTHERN RAILWAY STATION SEMAPHORE, 165 FEET SOUTHEAST OF
 EC0136'MILEPOST 90, 150 FEET SOUTH OF A ROAD CROSSING, 288 FEET EAST OF
 EC0136'U.S. HIGHWAY 21, 126 FEET EAST OF THE CENTERLINE OF THE MAIN
 EC0136'TRACK, AT THE BROOKS BONEY HOUSE, IN THE NORTH SIDE OF A LARGE
 EC0136'BRICK CHIMNEY, AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3519 ***********************************************************************
 AE3519  SACS        -  This is a Secondary Airport Control Station.
 AE3519  DESIGNATION -  50J A
 AE3519  PID         -  AE3519
 AE3519  STATE/COUNTY-  SC/BERKELEY
 AE3519  USGS QUAD   -  MONCKS CORNER (1979)
 AE3519
 AE3519                         *CURRENT SURVEY CONTROL
 AE3519  ___________________________________________________________________
 AE3519* NAD 83(2001)-  33 10 57.76966(N)    080 02 24.16527(W)     ADJUSTED  
 AE3519* NAVD 88     -        22.33   (meters)      73.3    (feet)  GPS OBS   
 AE3519  ___________________________________________________________________
 AE3519  X           -     924,193.947 (meters)                     COMP
 AE3519  Y           -  -5,262,871.494 (meters)                     COMP
 AE3519  Z           -   3,470,930.301 (meters)                     COMP
 AE3519  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 AE3519  ELLIP HEIGHT-         -10.22  (meters)          (02/10/03) GPS OBS
 AE3519  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 AE3519
 AE3519  HORZ ORDER  -  FIRST
 AE3519  ELLP ORDER  -  FOURTH    CLASS II
 AE3519
 AE3519.This mark is at Berkeley County Airport (50J)
 AE3519
 AE3519.The horizontal coordinates were established by GPS observations
 AE3519.and adjusted by the National Geodetic Survey in February 2003..
 AE3519
 AE3519.The orthometric height was determined by GPS observations and a
 AE3519.high-resolution geoid model.
 AE3519
 AE3519.GPS derived orthometric heights for airport stations designated as
 AE3519.PACS or SACS are published to 2 decimal places.  This maintains
 AE3519.centimeter relative accuracy between the PACS and SACS.  It does
 AE3519.not indicate centimeter accuracy relative to other marks which are
 AE3519.part of the NAVD 88 network.
 AE3519
 AE3519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3519
 AE3519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3519
 AE3519.The ellipsoidal height was determined by GPS observations
 AE3519.and is referenced to NAD 83.
 AE3519
 AE3519.The geoid height was determined by GEOID03.
 AE3519
 AE3519;                    North         East     Units Scale Factor Converg.
 AE3519;SPC SC       -   150,059.258   699,108.878   MT  0.99982948   +0 31 55.9
 AE3519;SPC SC       -   492,320.40  2,293,664.30   iFT  0.99982948   +0 31 55.9
 AE3519;UTM  17      - 3,671,953.244   589,491.313   MT  0.99969874   +0 31 31.5
 AE3519
 AE3519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3519!SPC SC       -   1.00000160  x   0.99982948  =   0.99983108
 AE3519!UTM  17      -   1.00000160  x   0.99969874  =   0.99970034
 AE3519
 AE3519                          SUPERSEDED SURVEY CONTROL
 AE3519
 AE3519  NAD 83(1995)-  33 10 57.76970(N)    080 02 24.16578(W) AD(       ) 1
 AE3519
 AE3519.Superseded values are not recommended for survey control.
 AE3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3519.See file dsdata.txt to determine how the superseded data were derived.
 AE3519
 AE3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8949171953(NAD 83)
 AE3519_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3519_STAMPING: 50J A 1996
 AE3519_MARK LOGO: NGS   
 AE3519_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3519+STABILITY: SURFACE MOTION
 AE3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3519+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1997
 AE3519
 AE3519  HISTORY     - Date     Condition        Report By
 AE3519  HISTORY     - 1996     MONUMENTED       SCGS
 AE3519  HISTORY     - 19971215 GOOD             NGS
 AE3519  HISTORY     - 20031112 MARK NOT FOUND   SCGS
 AE3519
 AE3519                          STATION DESCRIPTION
 AE3519
 AE3519'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3519'STATION IS LOCATED 1.85 MILES (2.98 KM) SOUTHWEST OF MONCKS CORNER.
 AE3519'OWNERSHIP--ACE AVIATION INCORPORATED, 616 WHITESVILLE ROAD, MONCKS
 AE3519'CORNER, SC 29461, CONTACT-JAMES DAVIS, PHONE 803-899-7711.  TO REACH
 AE3519'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 (MAIN STREET) AND
 AE3519'U.S.  HIGHWAY 17 ALTERNATE (LIVE OAK DRIVE) IN MONCKS CORNER, GO
 AE3519'SOUTHWEST ON HIGHWAY 17 ALTERNATE FOR 0.15 MILE (0.24 KM) TO THE
 AE3519'JUNCTION OF STATE ROAD 34 (BONNOITT STREET) , TURN RIGHT ON ROAD 34
 AE3519'FOR 0.55 MILE (0.89 KM) TO THE REVERSE FORK JUNCTION OF STATE ROAD 69
 AE3519'(WHITESVILLE ROAD) , CONTINUE AHEAD ON ROAD 34 (NOW WHITESVILLE ROAD)
 AE3519'FOR 0.7 MILE (1.1 KM) TO THE PAVED ENTRANCE OF THE BERKELEY COUNTY
 AE3519'AIRPORT, TURN LEFT ON ENTRANCE ROAD FOR 0.1 MILE (0.2 KM) TO THE
 AE3519'TERMINAL BUILDING AND A GATE ON THE LEFT, PASS THROUGH GATE ACROSS
 AE3519'APRON AND TAXIWAY FOR 0.15 MILE (0.24 KM) TO THE RUNWAY NUMBER 23-5,
 AE3519'TURN RIGHT ON RUNWAY FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE
 AE3519'RIGHT IN A GRASSY AREA BETWEEN A TAXI TURN-AROUND.  STATION IS A
 AE3519'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE TAXIWAY, 74.0
 AE3519'FEET (22.6 M) SOUTHWEST OF THE CENTER OF THE NORTHEAST MOST TAXI
 AE3519'TURN-AROUND, 74.0 FEET (22.6 M) NORTHEAST OF THE CENTER OF THE
 AE3519'SOUTHWEST MOST TAXI TURN-AROUND, 125.0 FEET (38.1 M) NORTHWEST OF THE
 AE3519'NORTHWEST EDGE OF THE RUNWAY, 77.0 FEET (23.5 M) NORTH OF THE NORTH
 AE3519'CORNER OF A CONCRETE PAD MARKED (2 WAY DUCT) , 61.5 FEET (18.7 M) WEST
 AE3519'SOUTHWEST OF A SCGS REFERENCE WASHER IN TAXIWAY PAVEMENT.  THIS
 AE3519'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AE3519'RECOVERED BY R.W.  ROBERTS.
 AE3519
 AE3519                          STATION RECOVERY (1997)
 AE3519
 AE3519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AE3519'STATION IS LOCATED 1.85 MILES (2.98 KM) SOUTHWEST OF MONCKS CORNER.
 AE3519'OWNERSHIP--ACE AVIATION INCORPORATED, 616 WHITESVILLE ROAD, MONCKS
 AE3519'CORNER, SC 29461, CONTACT-JAMES DAVIS, PHONE 803-899-7711.  TO REACH
 AE3519'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 (MAIN STREET) AND
 AE3519'U.S.  HIGHWAY 17 ALTERNATE (LIVE OAK DRIVE) IN MONCKS CORNER, GO
 AE3519'SOUTHWEST ON HIGHWAY 17 ALTERNATE FOR 0.15 MILE (0.24 KM) TO THE
 AE3519'JUNCTION OF STATE ROAD 34 (BONNOITT STREET) , TURN RIGHT ON ROAD 34
 AE3519'FOR 0.55 MILE (0.89 KM) TO THE REVERSE FORK JUNCTION OF STATE ROAD 69
 AE3519'(WHITESVILLE ROAD) , CONTINUE AHEAD ON ROAD 34 (NOW WHITESVILLE ROAD)
 AE3519'FOR 0.7 MILE (1.1 KM) TO THE PAVED ENTRANCE OF THE BERKELEY COUNTY
 AE3519'AIRPORT, TURN LEFT ON ENTRANCE ROAD FOR 0.1 MILE (0.2 KM) TO THE
 AE3519'TERMINAL BUILDING AND A GATE ON THE LEFT, PASS THROUGH GATE ACROSS
 AE3519'APRON AND TAXIWAY FOR 0.15 MILE (0.24 KM) TO THE RUNWAY NUMBER 23-5,
 AE3519'TURN RIGHT ON RUNWAY FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE
 AE3519'RIGHT IN A GRASSY AREA BETWEEN A TAXI TURN-AROUND.  STATION IS A
 AE3519'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE TAXIWAY, 74.0
 AE3519'FEET (22.6 M) SOUTHWEST OF THE CENTER OF THE NORTHEAST MOST TAXI
 AE3519'TURN-AROUND, 74.0 FEET (22.6 M) NORTHEAST OF THE CENTER OF THE
 AE3519'SOUTHWEST MOST TAXI TURN-AROUND, 125.0 FEET (38.1 M) NORTHWEST OF THE
 AE3519'NORTHWEST EDGE OF THE RUNWAY, 77.0 FEET (23.5 M) NORTH OF THE NORTH
 AE3519'CORNER OF A CONCRETE PAD MARKED (2 WAY DUCT) , 61.5 FEET (18.7 M) WEST
 AE3519'SOUTHWEST OF A SCGS REFERENCE WASHER IN TAXIWAY PAVEMENT.  THIS
 AE3519'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AE3519'RECOVERED BY R.W.  ROBERTS.
 AE3519
 AE3519                          STATION RECOVERY (2003)
 AE3519
 AE3519'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AE3519'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 AE3519'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 AE3519'LOCATED THIS STATION WITH NO  RESULTS,   AREA HAS CHANGED DUE TO
 AE3519'CONSTRUCTION OF RUNWAY EXTENSION, PRESUMED  DESTROYED. RECOVERY BY T.
 AE3519'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0638 ***********************************************************************
 CK0638  DESIGNATION -  51
 CK0638  PID         -  CK0638
 CK0638  STATE/COUNTY-  SC/JASPER
 CK0638  USGS QUAD   -  TILLMAN (1979)
 CK0638
 CK0638                         *CURRENT SURVEY CONTROL
 CK0638  ___________________________________________________________________
 CK0638* NAD 83(1986)-  32 25 55.     (N)    081 00 22.     (W)     SCALED    
 CK0638* NAVD 88     -        15.321  (meters)      50.27   (feet)  ADJUSTED  
 CK0638  ___________________________________________________________________
 CK0638  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CK0638  DYNAMIC HT  -          15.303 (meters)      50.21  (feet)  COMP
 CK0638  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CK0638
 CK0638  VERT ORDER  -  FIRST     CLASS I
 CK0638
 CK0638.The horizontal coordinates were scaled from a topographic map and have
 CK0638.an estimated accuracy of +/- 6 seconds.
 CK0638
 CK0638.The orthometric height was determined by differential leveling
 CK0638.and adjusted by the National Geodetic Survey in June 1991..
 CK0638.WARNING-Repeat measurements at this control monument indicate possible
 CK0638.vertical movement.
 CK0638
 CK0638.The geoid height was determined by GEOID03.
 CK0638
 CK0638.The dynamic height is computed by dividing the NAVD 88
 CK0638.geopotential number by the normal gravity value computed on the
 CK0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0638.degrees latitude (g = 980.6199 gals.).
 CK0638
 CK0638.The modeled gravity was interpolated from observed gravity values.
 CK0638
 CK0638;                    North         East    Units  Estimated Accuracy
 CK0638;SPC SC       -    66,390.      609,030.      MT  (+/- 180 meters Scaled)
 CK0638
 CK0638                          SUPERSEDED SURVEY CONTROL
 CK0638
 CK0638  NGVD 29 (03/21/89)   15.594  (m)           51.16   (f) ADJUSTED    1 1
 CK0638
 CK0638.Superseded values are not recommended for survey control.
 CK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0638.See file dsdata.txt to determine how the superseded data were derived.
 CK0638
 CK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR994883(NAD 83)
 CK0638_MARKER: Z = SEE DESCRIPTION
 CK0638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0638_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0638_STAMPING: 51 SCHD
 CK0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0638
 CK0638  HISTORY     - Date     Condition        Report By
 CK0638  HISTORY     - UNK      MONUMENTED       SCHD
 CK0638  HISTORY     - 1974     GOOD             NGS
 CK0638  HISTORY     - 1979     POOR             DMA
 CK0638  HISTORY     - 19920318 MARK NOT FOUND   SCGS
 CK0638
 CK0638                          STATION DESCRIPTION
 CK0638
 CK0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CK0638'3.6 MI S FROM RIDGELAND.
 CK0638'ABOUT 3.65 MILES SOUTH ALONG THE SEABOARD COAST LINE RAILROAD
 CK0638'FROM THE CROSSING OF MAIN STREET IN RIDGELAND, ABOUT 0.2 MILE
 CK0638'NORTH OF THE POST OFFICE AT SWITZERLAND, IN A CULTIVATED FIELD,
 CK0638'129 FEET NORTHEAST OF MILEPOST 463, 97 FEET EAST OF EAST RAIL
 CK0638'OF TRACK, 29 FEET WEST OF CENTER LINE OF U.S. HIGHWAY 17, 78 FEET
 CK0638'SOUTH OF SOUTH EDGE OF A CURVED BRICK GATEPOST, ABOUT 1 1/2 FOOT
 CK0638'BELOW THE LEVEL OF TRACK, ABOUT LEVEL WITH THE HIGHWAY AND
 CK0638'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  NOTE-- THE MARK
 CK0638'IS IN A CULTIVATED FIELD AND EVIDENTLY HAS BEEN HIT BY FIELD
 CK0638'MACHINERY MANY TIMES ALTHOUGH IT APPEARS TO BE IN GOOD CONDITION
 CK0638'AT THIS TIME.  USE WITH CAUTION.
 CK0638
 CK0638                          STATION RECOVERY (1979)
 CK0638
 CK0638'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK0638'MARK APPEARS TO HAVE BEEN HIT BY FARM OR ROAD MACHINERY CAN HARDLY
 CK0638'READ STAMPING.
 CK0638
 CK0638                          STATION RECOVERY (1992)
 CK0638
 CK0638'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK0638'NOT RECOVERED, A CONCRETE POST WITH A SHEARED PIPE WAS FOUND AT THE
 CK0638'DESCRIBED LOCATION, NO DISK OR CAP FOUND, PRESUMED DESTROYED.
 CK0638'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3506 ***********************************************************************
 DD3506  DESIGNATION -  5100
 DD3506  PID         -  DD3506
 DD3506  STATE/COUNTY-  SC/HORRY
 DD3506  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3506
 DD3506                         *CURRENT SURVEY CONTROL
 DD3506  ___________________________________________________________________
 DD3506* NAD 83(2001)-  33 35 38.02689(N)    078 58 59.62247(W)     ADJUSTED  
 DD3506* NAVD 88     -         2.922  (meters)       9.59   (feet)  ADJUSTED  
 DD3506  ___________________________________________________________________
 DD3506  X           -   1,016,305.271 (meters)                     COMP
 DD3506  Y           -  -5,220,278.623 (meters)                     COMP
 DD3506  Z           -   3,508,996.407 (meters)                     COMP
 DD3506  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 DD3506  ELLIP HEIGHT-         -31.85  (meters)          (03/27/03) GPS OBS
 DD3506  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3506  DYNAMIC HT  -           2.919 (meters)       9.58  (feet)  COMP
 DD3506  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 DD3506
 DD3506  HORZ ORDER  -  SECOND
 DD3506  VERT ORDER  -  THIRD
 DD3506  ELLP ORDER  -  FOURTH    CLASS II
 DD3506
 DD3506.The horizontal coordinates were established by GPS observations
 DD3506.and adjusted by the National Geodetic Survey in March 2003..
 DD3506
 DD3506.The orthometric height was determined by differential leveling
 DD3506.and adjusted by the National Geodetic Survey in April 1995..
 DD3506
 DD3506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3506
 DD3506.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3506
 DD3506.The ellipsoidal height was determined by GPS observations
 DD3506.and is referenced to NAD 83.
 DD3506
 DD3506.The geoid height was determined by GEOID03.
 DD3506
 DD3506.The dynamic height is computed by dividing the NAVD 88
 DD3506.geopotential number by the normal gravity value computed on the
 DD3506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3506.degrees latitude (g = 980.6199 gals.).
 DD3506
 DD3506.The modeled gravity was interpolated from observed gravity values.
 DD3506
 DD3506;                    North         East     Units Scale Factor Converg.
 DD3506;SPC SC       -   197,065.740   796,750.616   MT  0.99979452   +1 07 05.1
 DD3506;SPC SC       -   646,541.14  2,614,011.21   iFT  0.99979452   +1 07 05.1
 DD3506;UTM  17      - 3,718,952.320   687,141.185   MT  1.00003178   +1 06 58.4
 DD3506
 DD3506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3506!SPC SC       -   1.00000500  x   0.99979452  =   0.99979952
 DD3506!UTM  17      -   1.00000500  x   1.00003178  =   1.00003678
 DD3506
 DD3506|---------------------------------------------------------------------|
 DD3506| PID    Reference Object                     Distance      Geod. Az  |
 DD3506|                                                           dddmmss.s |
 DD3506| DD4587 5035                                358.104 METERS 21506     |
 DD3506|---------------------------------------------------------------------|
 DD3506
 DD3506                          SUPERSEDED SURVEY CONTROL
 DD3506
 DD3506  NAD 83(1995)-  33 35 38.02730(N)    078 58 59.62284(W) AD(       ) 2
 DD3506  ELLIP H (12/20/99)  -31.89   (m)                       GP(       ) 4 1
 DD3506  NAD 83(1986)-  33 35 38.03691(N)    078 58 59.62746(W) AD(       ) 2
 DD3506  NAD 83(1986)-  33 35 38.03637(N)    078 58 59.62914(W) AD(       ) 3
 DD3506  NGVD 29 (05/09/91)    3.248  (m)           10.66   (f) ADJUSTED    3 0
 DD3506
 DD3506.Superseded values are not recommended for survey control.
 DD3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3506.See file dsdata.txt to determine how the superseded data were derived.
 DD3506
 DD3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8714118952(NAD 83)
 DD3506_MARKER: DD = SURVEY DISK
 DD3506_SETTING: 0 = UNSPECIFIED SETTING
 DD3506_STAMPING: 5100 1987
 DD3506_MARK LOGO: SCCC  
 DD3506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3506+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD3506
 DD3506  HISTORY     - Date     Condition        Report By
 DD3506  HISTORY     - 1987     MONUMENTED       SCCC
 DD3506  HISTORY     - 19900924 GOOD             NGS
 DD3506
 DD3506                          STATION DESCRIPTION
 DD3506
 DD3506'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3506'THE STATION IS LOCATED IN THE TOWN OF SURFSIDE BEACH IN THE WEST
 DD3506'QUADRANT OF THE INTERSECTION OF 16TH AVENUE SOUTH AND OCEAN BOULEVARD.
 DD3506'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3506'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3506'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND, (11.4 FT) SOUTH
 DD3506'FROM SCPSA POWER POLE NUMBER 67252, (36.4 FT) SOUTHWEST FROM THE
 DD3506'CENTERLINE OF 16TH AVENUE SOUTH, (27.5 FT) NORTHWEST FROM THE
 DD3506'CENTERLINE OF OCEAN BOULEVARD.
 DD3506
 DD3506                          STATION RECOVERY (1990)
 DD3506
 DD3506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3506'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DD3506'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD3506'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD3506'BUSINESS (KINGS HIGHWAY), GLENNS BAY ROAD (HEADING NORTHWEST) AND
 DD3506'SURFSIDE DRIVE (HEADING SOUTHEAST), GO SOUTHEAST ON SURFSIDE DRIVE
 DD3506'FOR 1.7 KM (1.1 MI) TO OCEAN BLVD SOUTH, TURN RIGHT (SOUTHWEST) ON
 DD3506'OCEAN BLVD SOUTH FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF 16TH AVE
 DD3506'SOUTH AND THE STATION ON THE RIGHT IN THE WEST ANGLE OF THE JUNCTION.
 DD3506'THE STATION IS A SC COASTAL COUNCIL BRASS DISK SET ON TOP OF A 2-FT
 DD3506'LONG 2-IN PVC PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE,
 DD3506'RECESSED 0.09 M (0.30 FT) BELOW GROUND.  LOCATED 11.1 M (36.4 FT)
 DD3506'SOUTHWEST OF THE CENTERLINE OF 16TH AVE. SOUTH, 8.4 M (27.6 FT)
 DD3506'NORTHWEST OF THE CENTERLINE OF OCEAN BLVD SOUTH, 3.5 M (11.5 FT) SOUTH
 DD3506'OF SCPSA POWER POLE (67252) AND 0.3 M (1.0 FT) NORTHWEST OF A
 DD3506'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3507 ***********************************************************************
 DD3507  DESIGNATION -  5120
 DD3507  PID         -  DD3507
 DD3507  STATE/COUNTY-  SC/HORRY
 DD3507  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3507
 DD3507                         *CURRENT SURVEY CONTROL
 DD3507  ___________________________________________________________________
 DD3507* NAD 83(2001)-  33 35 53.42660(N)    078 58 45.86538(W)     ADJUSTED  
 DD3507* NAVD 88     -         2.727  (meters)       8.95   (feet)  ADJUSTED  
 DD3507  ___________________________________________________________________
 DD3507  X           -   1,016,603.227 (meters)                     COMP
 DD3507  Y           -  -5,219,952.987 (meters)                     COMP
 DD3507  Z           -   3,509,391.513 (meters)                     COMP
 DD3507  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 DD3507  ELLIP HEIGHT-         -32.03  (meters)          (03/27/03) GPS OBS
 DD3507  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3507  DYNAMIC HT  -           2.724 (meters)       8.94  (feet)  COMP
 DD3507  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 DD3507
 DD3507  HORZ ORDER  -  SECOND
 DD3507  VERT ORDER  -  THIRD
 DD3507  ELLP ORDER  -  FOURTH    CLASS II
 DD3507
 DD3507.The horizontal coordinates were established by GPS observations
 DD3507.and adjusted by the National Geodetic Survey in March 2003..
 DD3507
 DD3507.The orthometric height was determined by differential leveling
 DD3507.and adjusted by the National Geodetic Survey in April 1995..
 DD3507
 DD3507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3507
 DD3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3507
 DD3507.The ellipsoidal height was determined by GPS observations
 DD3507.and is referenced to NAD 83.
 DD3507
 DD3507.The geoid height was determined by GEOID03.
 DD3507
 DD3507.The dynamic height is computed by dividing the NAVD 88
 DD3507.geopotential number by the normal gravity value computed on the
 DD3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3507.degrees latitude (g = 980.6199 gals.).
 DD3507
 DD3507.The modeled gravity was interpolated from observed gravity values.
 DD3507
 DD3507;                    North         East     Units Scale Factor Converg.
 DD3507;SPC SC       -   197,546.940   797,095.913   MT  0.99979442   +1 07 12.8
 DD3507;SPC SC       -   648,119.88  2,615,144.07   iFT  0.99979442   +1 07 12.8
 DD3507;UTM  17      - 3,719,433.623   687,486.579   MT  1.00003337   +1 07 06.4
 DD3507
 DD3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3507!SPC SC       -   1.00000503  x   0.99979442  =   0.99979945
 DD3507!UTM  17      -   1.00000503  x   1.00003337  =   1.00003840
 DD3507
 DD3507:                Primary Azimuth Mark                     Grid Az
 DD3507:SPC SC       -  5140                                     035 19 32.8
 DD3507:UTM  17      -  5140                                     035 19 39.2
 DD3507
 DD3507|---------------------------------------------------------------------|
 DD3507| PID    Reference Object                     Distance      Geod. Az  |
 DD3507|                                                           dddmmss.s |
 DD3507| DD3509 5140                                APPROX. 0.5 KM 0362645.6 |
 DD3507|---------------------------------------------------------------------|
 DD3507
 DD3507                          SUPERSEDED SURVEY CONTROL
 DD3507
 DD3507  NAD 83(1995)-  33 35 53.42699(N)    078 58 45.86576(W) AD(       ) 2
 DD3507  ELLIP H (12/20/99)  -32.07   (m)                       GP(       ) 4 1
 DD3507  NAD 83(1986)-  33 35 53.43653(N)    078 58 45.87036(W) AD(       ) 2
 DD3507  NAD 83(1986)-  33 35 53.43550(N)    078 58 45.87180(W) AD(       ) 3
 DD3507  NGVD 29 (05/09/91)    3.050  (m)           10.01   (f) ADJUSTED    3 0
 DD3507
 DD3507.Superseded values are not recommended for survey control.
 DD3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3507.See file dsdata.txt to determine how the superseded data were derived.
 DD3507
 DD3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8748719434(NAD 83)
 DD3507_MARKER: DD = SURVEY DISK
 DD3507_SETTING: 0 = UNSPECIFIED SETTING
 DD3507_STAMPING: 5120 1987
 DD3507_MARK LOGO: SCCC  
 DD3507_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3507+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD3507
 DD3507  HISTORY     - Date     Condition        Report By
 DD3507  HISTORY     - 1987     MONUMENTED       SCCC
 DD3507  HISTORY     - 19900920 GOOD             NGS
 DD3507  HISTORY     - 20021122 GOOD             USPSQD
 DD3507  HISTORY     - 20040904 GOOD             USPSQD
 DD3507  HISTORY     - 20051112 GOOD             USPSQD
 DD3507  HISTORY     - 20051128 GOOD             USPSQD
 DD3507
 DD3507                          STATION DESCRIPTION
 DD3507
 DD3507'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3507'THE STATION IS LOCATED IN THE TOWN OF SURFSIDE BEACH IN THE WEST
 DD3507'QUADRANT OF THE INTERSECTION OF 10TH AVENUE SOUTH AND OCEAN BOULEVARD.
 DD3507'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3507'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3507'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (12.5 FT) EAST
 DD3507'NORTHEAST FROM THE CONCRETE METER VALVE WITNESS POST, (18.6 FT)
 DD3507'SOUTHWEST FROM THE CENTERLINE OF 10TH AVENUE SOUTH, (33.8 FT)
 DD3507'NORTHWEST FROM THE CENTERLINE OF OCEAN BOULEVARD.
 DD3507
 DD3507                          STATION RECOVERY (1990)
 DD3507
 DD3507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3507'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DD3507'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD3507'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD3507'BUSINESS (KINGS HIGHWAY), GLENNS BAY ROAD (HEADING NORTHWEST) AND
 DD3507'SURFSIDE DRIVE (HEADING SOUTHEAST). GO SOUTHEAST ON SURFSIDE DRIVE
 DD3507'FOR 1.28 KM (0.80 MI) TO OCEAN BLVD SOUTH, TURN RIGHT (SOUTHWEST) ON
 DD3507'OCEAN BLVD SOUTH FOR 0.96 KM (0.60 MI) TO THE JUNCTION OF 10TH AVENUE
 DD3507'SOUTH AND THE STATION ON THE RIGHT IN THE WEST ANGLE OF THE JUNCTION.
 DD3507'THE STATION IS A SC COASTAL COUNCIL BRASS DISK SET ON TOP OF A 2-FT
 DD3507'LONG 2-IN PVC PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE,
 DD3507'RECESSED 0.12 M (0.39 FT) BELOW GROUND.  LOCATED 10.4 M (34.1 FT)
 DD3507'NORTHWEST OF THE CENTERLINE OF OCEAN BLVD, 5.6 M (18.4 FT) SOUTHWEST
 DD3507'OF THE CENTERLINE OF 10TH AVE. SOUTH, 1.3 M (4.3 FT) SOUTH OF A STOP
 DD3507'SIGN AND 0.4 M (1.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 DD3507
 DD3507                          STATION RECOVERY (2002)
 DD3507
 DD3507'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD3507'RECOVERED IN GOOD CONDITION.
 DD3507
 DD3507                          STATION RECOVERY (2004)
 DD3507
 DD3507'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3507'RECOVERED IN GOOD CONDITION.
 DD3507
 DD3507                          STATION RECOVERY (2005)
 DD3507
 DD3507'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD3507'RECOVERED IN GOOD CONDITION.
 DD3507
 DD3507                          STATION RECOVERY (2005)
 DD3507
 DD3507'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3508 ***********************************************************************
 DD3508  DESIGNATION -  5130
 DD3508  PID         -  DD3508
 DD3508  STATE/COUNTY-  SC/HORRY
 DD3508  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3508
 DD3508                         *CURRENT SURVEY CONTROL
 DD3508  ___________________________________________________________________
 DD3508* NAD 83(2001)-  33 36 26.54824(N)    078 58 14.58795(W)     ADJUSTED  
 DD3508* NAVD 88     -         2.153  (meters)       7.06   (feet)  ADJUSTED  
 DD3508  ___________________________________________________________________
 DD3508  X           -   1,017,286.621 (meters)                     COMP
 DD3508  Y           -  -5,219,243.988 (meters)                     COMP
 DD3508  Z           -   3,510,241.143 (meters)                     COMP
 DD3508  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DD3508  ELLIP HEIGHT-         -32.59  (meters)          (03/27/03) GPS OBS
 DD3508  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD3508  DYNAMIC HT  -           2.150 (meters)       7.05  (feet)  COMP
 DD3508  MODELED GRAV-     979,597.1   (mgal)                       NAVD 88
 DD3508
 DD3508  HORZ ORDER  -  SECOND
 DD3508  VERT ORDER  -  THIRD
 DD3508  ELLP ORDER  -  FOURTH    CLASS II
 DD3508
 DD3508.The horizontal coordinates were established by GPS observations
 DD3508.and adjusted by the National Geodetic Survey in March 2003..
 DD3508
 DD3508.The orthometric height was determined by differential leveling
 DD3508.and adjusted by the National Geodetic Survey in April 1995..
 DD3508
 DD3508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3508
 DD3508.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3508
 DD3508.The ellipsoidal height was determined by GPS observations
 DD3508.and is referenced to NAD 83.
 DD3508
 DD3508.The geoid height was determined by GEOID03.
 DD3508
 DD3508.The dynamic height is computed by dividing the NAVD 88
 DD3508.geopotential number by the normal gravity value computed on the
 DD3508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3508.degrees latitude (g = 980.6199 gals.).
 DD3508
 DD3508.The modeled gravity was interpolated from observed gravity values.
 DD3508
 DD3508;                    North         East     Units Scale Factor Converg.
 DD3508;SPC SC       -   198,582.801   797,881.976   MT  0.99979424   +1 07 30.1
 DD3508;SPC SC       -   651,518.38  2,617,723.02   iFT  0.99979424   +1 07 30.1
 DD3508;UTM  17      - 3,720,469.711   688,272.860   MT  1.00003701   +1 07 24.7
 DD3508
 DD3508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3508!SPC SC       -   1.00000512  x   0.99979424  =   0.99979936
 DD3508!UTM  17      -   1.00000512  x   1.00003701  =   1.00004213
 DD3508
 DD3508                          SUPERSEDED SURVEY CONTROL
 DD3508
 DD3508  NAD 83(1995)-  33 36 26.54848(N)    078 58 14.58844(W) AD(       ) 2
 DD3508  ELLIP H (12/20/99)  -32.64   (m)                       GP(       ) 4 1
 DD3508  NAD 83(1986)-  33 36 26.55771(N)    078 58 14.59331(W) AD(       ) 2
 DD3508  NAD 83(1986)-  33 36 26.55600(N)    078 58 14.59362(W) AD(       ) 3
 DD3508  NGVD 29 (05/09/91)    2.470  (m)            8.10   (f) ADJUSTED    3 0
 DD3508
 DD3508.Superseded values are not recommended for survey control.
 DD3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3508.See file dsdata.txt to determine how the superseded data were derived.
 DD3508
 DD3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8827320470(NAD 83)
 DD3508_MARKER: DD = SURVEY DISK
 DD3508_SETTING: 0 = UNSPECIFIED SETTING
 DD3508_STAMPING: 5130 1987
 DD3508_MARK LOGO: SCCC  
 DD3508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3508+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD3508
 DD3508  HISTORY     - Date     Condition        Report By
 DD3508  HISTORY     - 1987     MONUMENTED       SCCC
 DD3508  HISTORY     - 19900924 GOOD             NGS
 DD3508  HISTORY     - 20021122 GOOD             USPSQD
 DD3508  HISTORY     - 20050822 GOOD             USPSQD
 DD3508  HISTORY     - 20060822 GOOD             USPSQD
 DD3508
 DD3508                          STATION DESCRIPTION
 DD3508
 DD3508'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3508'THE STATION IS LOCATED IN THE TOWN OF SURFSIDE BEACH IN THE EAST
 DD3508'QUADRANT OF THE INTERSECTION OF 2ND AVENUE NORTH AND OCEAN BOULEVARD.
 DD3508'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3508'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3508'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (40.1 FT)
 DD3508'SOUTHEAST FROM SCPSA POWER POLE NUMBER 12115, (17.2 FT) WEST SOUTHWEST
 DD3508'FROM THE PALMETTO TREE, (53.1 FT) NORTHWEST FROM THE WEST CORNER OF
 DD3508'THE TWO-STORY WOOD FRAME HOUSE (STEVEDORE).
 DD3508
 DD3508                          STATION RECOVERY (1990)
 DD3508
 DD3508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3508'THE STATION IS LOCATED IN SURFSIDE BEACH.  OWNERSHIP--SCHDPT,
 DD3508'PRECONSTRUCTION ENGINEEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3508'803-737-1314.
 DD3508'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD3508'BUSINESS (KINGS HIGHWAY), GLENNS BAY ROAD (HEADING NORTHWEST) AND
 DD3508'SURFSIDE DRIVE (HEADING SOUTHEAST). GO SOUTHEAST ON SURFSIDE DRIVE
 DD3508'FOR 1.28 TO OCEAN BLVD SOUTH, TURN LEFT (NORTHWEST) ON OCEAN BLVD
 DD3508'SOUTH FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF 2ND AVENUE NORTH AND THE
 DD3508'STATION ON THE RIGHT IN THE EAST ANGLE OF THE JUNCTION.
 DD3508'THE STATION IS A SC COASTAL COUNCIL BRASS DISK SET ON TOP OF A 2-FT
 DD3508'LONG 2-IN PVC PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE,
 DD3508'RECESSED 0.09 M (0.30 FT) BELOW GROUND.  LOCATED 16.2 M (53.1 FT)
 DD3508'NORTHWEST OF THE WEST CORNER OF A HOUSE, 6.5 M (21.3 FT) SOUTHEAST OF
 DD3508'THE CENTERLINE OF OCEAN BLVD. SOUTH, 4.3 M (14.1 FT) NORTHEAST OF THE
 DD3508'CENTERLINE OF 2ND AVE NORTH AND 0.6 M (2.0 FT) EAST OF A FIBERGLASS
 DD3508'WITNESS POST.
 DD3508
 DD3508                          STATION RECOVERY (2002)
 DD3508
 DD3508'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD3508'RECOVERED IN GOOD CONDITION.
 DD3508
 DD3508                          STATION RECOVERY (2005)
 DD3508
 DD3508'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD3508'RECOVERED IN GOOD CONDITION.
 DD3508
 DD3508                          STATION RECOVERY (2006)
 DD3508
 DD3508'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD3508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0320 ***********************************************************************
 ED0320  DESIGNATION -  513.6
 ED0320  PID         -  ED0320
 ED0320  STATE/COUNTY-  SC/MCCORMICK
 ED0320  USGS QUAD   -  CALHOUN FALLS (1985)
 ED0320
 ED0320                         *CURRENT SURVEY CONTROL
 ED0320  ___________________________________________________________________
 ED0320* NAD 83(1986)-  34 01 03.     (N)    082 30 55.     (W)     SCALED    
 ED0320* NAVD 88     -       156.28   (+/-2cm)     512.7    (feet)  VERTCON   
 ED0320  ___________________________________________________________________
 ED0320  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 ED0320
 ED0320  VERT ORDER  -  ? (See Below)
 ED0320
 ED0320.The horizontal coordinates were scaled from a topographic map and have
 ED0320.an estimated accuracy of +/- 6 seconds.
 ED0320
 ED0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0320.The vertical order pertains to the NGVD 29 superseded value.
 ED0320
 ED0320.The geoid height was determined by GEOID03.
 ED0320
 ED0320;                    North         East    Units  Estimated Accuracy
 ED0320;SPC SC       -   243,240.      469,670.      MT  (+/- 180 meters Scaled)
 ED0320
 ED0320                          SUPERSEDED SURVEY CONTROL
 ED0320
 ED0320  NGVD 29 (??/??/92)  156.444  (m)          513.27   (f) ADJ UNCH    ?  
 ED0320
 ED0320.Superseded values are not recommended for survey control.
 ED0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0320.See file dsdata.txt to determine how the superseded data were derived.
 ED0320
 ED0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT600651(NAD 83)
 ED0320_MARKER: Q = CHISELED SQUARE
 ED0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0320_SP_SET: CULVERT
 ED0320_PROJECTION: FLUSH
 ED0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0320
 ED0320  HISTORY     - Date     Condition        Report By
 ED0320  HISTORY     - UNK      MONUMENTED       USGS
 ED0320  HISTORY     - 1933     GOOD             NGS
 ED0320  HISTORY     - 19970701 MARK NOT FOUND   SCGS
 ED0320  HISTORY     - 20010210 MARK NOT FOUND   USPSQD
 ED0320
 ED0320                          STATION DESCRIPTION
 ED0320
 ED0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0320'0.9 MI N FROM MOUNT CARMEL.
 ED0320'0.9 MILE NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 ED0320'FROM MOUNT CARMEL, MCCORMICK COUNTY, 0.2 MILE NORTH OF MILEPOST 60,
 ED0320'42 FEET EAST OF THE EAST RAIL, AT A HIGHWAY CULVERT, AND ON THE
 ED0320'TOP OF THE WEST CONCRETE HEADWALL.  A CHISELED SQUARE.
 ED0320
 ED0320                          STATION RECOVERY (1997)
 ED0320
 ED0320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED0320'NOT RECOVERED, MEASUREMENTS LED TO A CULVERT WITH NO CHISELED SQUARE
 ED0320'EVIDENT, PRESUMED DESTROYED DURING HIGHWAY RESURFACING, SEARCHED 10
 ED0320'MINUTES.  RECOVERY BY R.W.  ROBERTS.
 ED0320
 ED0320                          STATION RECOVERY (2001)
 ED0320
 ED0320'RECOVERY NOTE BY US POWER SQUADRON 2001 (JH)
 ED0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3509 ***********************************************************************
 DD3509  DESIGNATION -  5140
 DD3509  PID         -  DD3509
 DD3509  STATE/COUNTY-  SC/HORRY
 DD3509  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3509
 DD3509                         *CURRENT SURVEY CONTROL
 DD3509  ___________________________________________________________________
 DD3509* NAD 83(2001)-  33 36 07.29942(N)    078 58 33.62195(W)     ADJUSTED  
 DD3509* NAVD 88     -         2.086  (meters)       6.84   (feet)  ADJUSTED  
 DD3509  ___________________________________________________________________
 DD3509  X           -   1,016,867.739 (meters)                     COMP
 DD3509  Y           -  -5,219,659.947 (meters)                     COMP
 DD3509  Z           -   3,509,747.162 (meters)                     COMP
 DD3509  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DD3509  ELLIP HEIGHT-         -32.67  (meters)          (03/27/03) GPS OBS
 DD3509  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD3509  DYNAMIC HT  -           2.084 (meters)       6.84  (feet)  COMP
 DD3509  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 DD3509
 DD3509  HORZ ORDER  -  SECOND
 DD3509  VERT ORDER  -  THIRD
 DD3509  ELLP ORDER  -  FOURTH    CLASS II
 DD3509
 DD3509.The horizontal coordinates were established by GPS observations
 DD3509.and adjusted by the National Geodetic Survey in March 2003..
 DD3509
 DD3509.The orthometric height was determined by differential leveling
 DD3509.and adjusted by the National Geodetic Survey in April 1995..
 DD3509
 DD3509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3509
 DD3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3509
 DD3509.The ellipsoidal height was determined by GPS observations
 DD3509.and is referenced to NAD 83.
 DD3509
 DD3509.The geoid height was determined by GEOID03.
 DD3509
 DD3509.The dynamic height is computed by dividing the NAVD 88
 DD3509.geopotential number by the normal gravity value computed on the
 DD3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3509.degrees latitude (g = 980.6199 gals.).
 DD3509
 DD3509.The modeled gravity was interpolated from observed gravity values.
 DD3509
 DD3509;                    North         East     Units Scale Factor Converg.
 DD3509;SPC SC       -   197,980.364   797,403.088   MT  0.99979434   +1 07 19.6
 DD3509;SPC SC       -   649,541.88  2,616,151.86   iFT  0.99979434   +1 07 19.6
 DD3509;UTM  17      - 3,719,867.142   687,793.840   MT  1.00003479   +1 07 13.6
 DD3509
 DD3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3509!SPC SC       -   1.00000513  x   0.99979434  =   0.99979947
 DD3509!UTM  17      -   1.00000513  x   1.00003479  =   1.00003992
 DD3509
 DD3509:                Primary Azimuth Mark                     Grid Az
 DD3509:SPC SC       -  5120                                     215 19 32.8
 DD3509:UTM  17      -  5120                                     215 19 38.8
 DD3509
 DD3509|---------------------------------------------------------------------|
 DD3509| PID    Reference Object                     Distance      Geod. Az  |
 DD3509|                                                           dddmmss.s |
 DD3509| DD3507 5120                                APPROX. 0.5 KM 2162652.4 |
 DD3509|---------------------------------------------------------------------|
 DD3509
 DD3509                          SUPERSEDED SURVEY CONTROL
 DD3509
 DD3509  NAD 83(1995)-  33 36 07.29978(N)    078 58 33.62236(W) AD(       ) 2
 DD3509  ELLIP H (12/20/99)  -32.71   (m)                       GP(       ) 4 1
 DD3509  NAD 83(1986)-  33 36 07.30920(N)    078 58 33.62726(W) AD(       ) 2
 DD3509  NAD 83(1986)-  33 36 07.30794(N)    078 58 33.62866(W) AD(       ) 3
 DD3509  NGVD 29 (05/09/91)    2.407  (m)            7.90   (f) ADJUSTED    3 0
 DD3509
 DD3509.Superseded values are not recommended for survey control.
 DD3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3509.See file dsdata.txt to determine how the superseded data were derived.
 DD3509
 DD3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8779419867(NAD 83)
 DD3509_MARKER: DD = SURVEY DISK
 DD3509_SETTING: 0 = UNSPECIFIED SETTING
 DD3509_STAMPING: 5140 1987
 DD3509_MARK LOGO: SCCC  
 DD3509_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3509+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD3509
 DD3509  HISTORY     - Date     Condition        Report By
 DD3509  HISTORY     - 1987     MONUMENTED       SCCC
 DD3509  HISTORY     - 19900924 GOOD             NGS
 DD3509  HISTORY     - 20021122 MARK NOT FOUND   USPSQD
 DD3509  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD3509
 DD3509                          STATION DESCRIPTION
 DD3509
 DD3509'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3509'THE STATION IS LOCATED IN THE TOWN OF SURFSIDE BEACH IN THE WEST
 DD3509'QUADRANT OF THE INTERSECTION OF 5TH AVENUE SOUTH AND OCEAN BOULEVARD.
 DD3509'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3509'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3509'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (10.3 FT)
 DD3509'NORTHEAST FROM THE EAST CORNER OF THE THREE-STORY BUILDING, (26.7 FT)
 DD3509'SOUTH SOUTHWEST FROM THE CENTERLINE OF 5TH AVENUE SOUTH, (19.8 FT)
 DD3509'NORTHWEST FROM SCPSA POWER POLE NUMBER 60757.
 DD3509
 DD3509                          STATION RECOVERY (1990)
 DD3509
 DD3509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3509'THE STATION IS LOCATED IN SURFSIDE BEACH.  OWNERSHIP--SCHDPT,
 DD3509'PRECONSTRUCTION ENGINEEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD3509'803-737-1314.
 DD3509'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD3509'BUSINESS (KINGS HIGHWAY), GLENNS BAY ROAD (HEADING NORTHWEST) AND
 DD3509'SURFSIDE DRIVE (HEADING SOUTHEAST), GO SOUTHEAST ON SURFSIDE DRIVE
 DD3509'FOR 1.7 KM (1.1 MI) TO OCEAN BLVD SOUTH, TURN RIGHT (SOUTHEAST) ON
 DD3509'OCEAN BLVD SOUTH FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF 5TH AVENUE
 DD3509'SOUTH AND THE STATION ON THE RIGHT IN THE WEST ANGLE OF THE JUNCTION.
 DD3509'THE STATION IS A SC COASTAL COUNCIL BRASS DISK SET ON TOP OF A 2-FT
 DD3509'LONG 2-IN PVC PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE,
 DD3509'RECESSED 0.06 M (0.20 FT) BELOW GROUND.  LOCATED 14.6 M (47.9 FT)
 DD3509'NORTHWEST OF THE CENTERLINE OF OCEAN BLVD, 8.1 M (26.6 FT) SOUTHWEST
 DD3509'OF THE CENTERLINE OF 5TH AVE SOUTH, 6.04 M (19.82 FT) NORTHWEST OF A
 DD3509'POWER POLE WITH A STREET LIGHT, 3.14 M (10.30 FT) NORTHEAST OF THE
 DD3509'EAST CORNER OF HOUSE NO. 510.
 DD3509
 DD3509                          STATION RECOVERY (2002)
 DD3509
 DD3509'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD3509'REFERENCES FOUND. NO MARKER AFTER EXAUSTIVE SEARCH WITH PROBES AND
 DD3509'METAL DETECTOR.
 DD3509
 DD3509                          STATION RECOVERY (2004)
 DD3509
 DD3509'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3307 ***********************************************************************
 DE3307  DESIGNATION -  516 26 GAH
 DE3307  PID         -  DE3307
 DE3307  STATE/COUNTY-  SC/AIKEN
 DE3307  USGS QUAD   -  AIKEN (1980)
 DE3307
 DE3307                         *CURRENT SURVEY CONTROL
 DE3307  ___________________________________________________________________
 DE3307* NAD 83(1986)-  33 33 33.     (N)    081 43 25.     (W)     SCALED    
 DE3307* NAVD 88     -       157.066  (meters)     515.31   (feet)  ADJUSTED  
 DE3307  ___________________________________________________________________
 DE3307  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DE3307  DYNAMIC HT  -         156.896 (meters)     514.75  (feet)  COMP
 DE3307  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 DE3307
 DE3307  VERT ORDER  -  FIRST     CLASS II
 DE3307
 DE3307.The horizontal coordinates were scaled from a topographic map and have
 DE3307.an estimated accuracy of +/- 6 seconds.
 DE3307
 DE3307.The orthometric height was determined by differential leveling
 DE3307.and adjusted by the National Geodetic Survey in April 1994..
 DE3307
 DE3307.The geoid height was determined by GEOID03.
 DE3307
 DE3307.The dynamic height is computed by dividing the NAVD 88
 DE3307.geopotential number by the normal gravity value computed on the
 DE3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3307.degrees latitude (g = 980.6199 gals.).
 DE3307
 DE3307.The modeled gravity was interpolated from observed gravity values.
 DE3307
 DE3307;                    North         East    Units  Estimated Accuracy
 DE3307;SPC SC       -   191,620.      542,420.      MT  (+/- 180 meters Scaled)
 DE3307
 DE3307                          SUPERSEDED SURVEY CONTROL
 DE3307
 DE3307.No superseded survey control is available for this station.
 DE3307
 DE3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT328135(NAD 83)
 DE3307_MARKER: DD = SURVEY DISK
 DE3307_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE3307_SP_SET: GRANITE ENTRANCEWAY
 DE3307_STAMPING: 516 26 GAH 1961
 DE3307_MARK LOGO: USGS  
 DE3307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3307+STABILITY: SURFACE MOTION
 DE3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3307+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 DE3307
 DE3307  HISTORY     - Date     Condition        Report By
 DE3307  HISTORY     - 1961     MONUMENTED       USGS
 DE3307  HISTORY     - 19920908 GOOD             SCGS
 DE3307  HISTORY     - 20000919 GOOD             SCGS
 DE3307
 DE3307                          STATION DESCRIPTION
 DE3307
 DE3307'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3307'STATION IS LOCATED IN AIKEN. OWNERSHIP-CITY OF AIKEN.
 DE3307'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1, 78
 DE3307'(RICHLAND AVENUE WEST) AND STATE HIGHWAY 19 (LAURENS STREET WEST) IN
 DE3307'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 19 FOR 0.15 MILE (0.24 KM) TO
 DE3307'THE JUNCTION OF STATE ROAD 182 (LAURENS STREET SOUTHWEST) AHEAD AND
 DE3307'STATE HIGHWAY 19 TURNS LEFT (PARK AVENUE SOUTHWEST) AND THE STATION
 DE3307'IN A LARGE GRANITE ENTRANCEWAY AT THE WEST SIDE OF THE STEPS LEADING
 DE3307'TO THE OLD POST OFFICE BUILDING.
 DE3307'STATION IS A DRILL MARK IN THE GRANITE ENTRANCEWAY AND 2.5 FEET
 DE3307'(0.8 M) ABOVE THE ROADS, 13.4 FEET (4.1 M) SOUTH OF THE NORTH EDGE OF
 DE3307'THE CURB OF OF PARK AVENUE SOUTHWEST, 4.8 FEET (1.5 M) NORTH OF THE
 DE3307'CORNER OF A RECTANGULAR GRANITE FOUNDATION AT THE WEST SIDE OF THE
 DE3307'MAIN STEPS.
 DE3307'RECOVERED BY T. HALL.
 DE3307
 DE3307                          STATION RECOVERY (2000)
 DE3307
 DE3307'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3307'STATION IS LOCATED IN AIKEN.  OWNERSHIP--LISA STUDIO OF PHOTOGRAPHY,
 DE3307'203 LAURENS STREET SOUTHWEST, AIKEN, SC 29801.  TO REACH THE STATION
 DE3307'FROM THE JUNCTION OF U.S.  HIGHWAYS 1/78 (RICHLAND AVENUE WEST) AND
 DE3307'STATE HIGHWAY 19 (LAURENS STREET NORTHWEST/SOUTHWEST) IN AIKEN, GO
 DE3307'SOUTH SOUTHWEST ON HIGHWAY 19 FOR 0.2 MILE (0.3 KM) TO THE STATION IN
 DE3307'THE WEST GRANITE HANDRAIL OF BRICK BUILDING NUMBER 203 LAURENS STREET
 DE3307'SOUTHWEST IN THE SOUTHWEST ANGLE OF THE JUNCTION OF A PAVED ROAD (PARK
 DE3307'STREET SOUTHWEST) WHERE LAURENS ROAD CONTINUES AHEAD AND HIGHWAY 19
 DE3307'TURNS LEFT.  STATION IS A DISK SET IN A DRILL HOLE IN THE HANDRAIL AND
 DE3307'2.5 FEET (0.8 M) ABOVE THE JUNCTION, 16.7 FEET (5.1 M) SOUTH OF THE
 DE3307'SOUTH EDGE OF THE CURBING OF PARK STREET, 43.1 FEET (13.1 M) WEST
 DE3307'NORTHWEST OF THE NORTHWEST EDGE OF THE CURBING OF LAURENS STREET, 39.9
 DE3307'FEET (12.2 M) WEST OF THE SOUTHWEST CORNER OF A 1-FOOT BY 2-FOOT CATCH
 DE3307'BASIN GRATE.  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0001 ***********************************************************************
 DF0001  DESIGNATION -  517.2
 DF0001  PID         -  DF0001
 DF0001  STATE/COUNTY-  SC/MCCORMICK
 DF0001  USGS QUAD   -  WILLINGTON (1964)
 DF0001
 DF0001                         *CURRENT SURVEY CONTROL
 DF0001  ___________________________________________________________________
 DF0001* NAD 83(1986)-  33 58 35.     (N)    082 29 31.     (W)     SCALED    
 DF0001* NAVD 88     -       157.38   (+/-2cm)     516.3    (feet)  VERTCON   
 DF0001  ___________________________________________________________________
 DF0001  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DF0001
 DF0001  VERT ORDER  -  ? (See Below)
 DF0001
 DF0001.The horizontal coordinates were scaled from a topographic map and have
 DF0001.an estimated accuracy of +/- 6 seconds.
 DF0001
 DF0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0001.The vertical order pertains to the NGVD 29 superseded value.
 DF0001
 DF0001.The geoid height was determined by GEOID03.
 DF0001
 DF0001;                    North         East    Units  Estimated Accuracy
 DF0001;SPC SC       -   238,650.      471,760.      MT  (+/- 180 meters Scaled)
 DF0001
 DF0001                          SUPERSEDED SURVEY CONTROL
 DF0001
 DF0001  NGVD 29 (??/??/92)  157.540  (m)          516.86   (f) ADJ UNCH    ?  
 DF0001
 DF0001.Superseded values are not recommended for survey control.
 DF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0001.See file dsdata.txt to determine how the superseded data were derived.
 DF0001
 DF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT621605(NAD 83)
 DF0001_MARKER: N = NAIL
 DF0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0001_SP_SET: TREE ROOT
 DF0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0001
 DF0001  HISTORY     - Date     Condition        Report By
 DF0001  HISTORY     - UNK      MONUMENTED       USGS
 DF0001  HISTORY     - 1934     MARK NOT FOUND   NGS
 DF0001
 DF0001                          STATION DESCRIPTION
 DF0001
 DF0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DF0001'2.8 MI SE FROM MOUNT CARMEL.
 DF0001'2.8 MILES SOUTHEAST ALONG THE CHARLESTON AND WESTERN CAROLINA
 DF0001'RAILWAY FROM MOUNT CARMEL, MC CORMICK COUNTY, 0.5 MILE NORTH OF
 DF0001'MILEPOST 56, 220 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 39
 DF0001'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 82, AND IN THE ROOT
 DF0001'OF A 24-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DF0001'COPPER NAIL AND WASHER, MARKED USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3510 ***********************************************************************
 DD3510  DESIGNATION -  5180
 DD3510  PID         -  DD3510
 DD3510  STATE/COUNTY-  SC/HORRY
 DD3510  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3510
 DD3510                         *CURRENT SURVEY CONTROL
 DD3510  ___________________________________________________________________
 DD3510* NAD 83(2001)-  33 36 42.97406(N)    078 57 57.98955(W)     ADJUSTED  
 DD3510* NAVD 88     -         2.33   (+/-2cm)       7.6    (feet)  VERTCON   
 DD3510  ___________________________________________________________________
 DD3510  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DD3510  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD3510
 DD3510  HORZ ORDER  -  SECOND
 DD3510  VERT ORDER  -  THIRD ? (See Below)
 DD3510
 DD3510.The horizontal coordinates were established by classical geodetic methods
 DD3510.and adjusted by the National Geodetic Survey in March 2004..
 DD3510
 DD3510.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3510.The vertical order pertains to the NGVD 29 superseded value.
 DD3510
 DD3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3510
 DD3510.The geoid height was determined by GEOID03.
 DD3510
 DD3510;                    North         East     Units Scale Factor Converg.
 DD3510;SPC SC       -   199,097.084   798,299.753   MT  0.99979416   +1 07 39.3
 DD3510;SPC SC       -   653,205.66  2,619,093.68   iFT  0.99979416   +1 07 39.3
 DD3510;UTM  17      - 3,720,984.109   688,690.753   MT  1.00003896   +1 07 34.4
 DD3510
 DD3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3510!SPC SC       -   1.00000509  x   0.99979416  =   0.99979925
 DD3510!UTM  17      -   1.00000509  x   1.00003896  =   1.00004405
 DD3510
 DD3510                          SUPERSEDED SURVEY CONTROL
 DD3510
 DD3510  NAD 83(1986)-  33 36 42.98342(N)    078 57 57.99484(W) AD(       ) 2
 DD3510  NAD 83(1986)-  33 36 42.98117(N)    078 57 57.99455(W) AD(       ) 3
 DD3510  NGVD 29 (11/30/89)    2.65   (m)            8.7    (f) LEVELING    3  
 DD3510
 DD3510.Superseded values are not recommended for survey control.
 DD3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3510.See file dsdata.txt to determine how the superseded data were derived.
 DD3510
 DD3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8869120984(NAD 83)
 DD3510_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3510_SETTING: 0 = UNSPECIFIED SETTING
 DD3510_STAMPING: 5180 1987
 DD3510_MARK LOGO: SCCC  
 DD3510_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3510+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD3510
 DD3510  HISTORY     - Date     Condition        Report By
 DD3510  HISTORY     - 1987     MONUMENTED       SCCC
 DD3510  HISTORY     - 20021122 GOOD             USPSQD
 DD3510  HISTORY     - 20050822 GOOD             USPSQD
 DD3510  HISTORY     - 20060822 GOOD             USPSQD
 DD3510
 DD3510                          STATION DESCRIPTION
 DD3510
 DD3510'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3510'THE STATION IS LOCATED IN THE TOWN OF SURFSIDE BEACH, NEAR THE
 DD3510'INTERSECTION OF 9TH AVENUE NORTH AND OCEAN BOULEVARD.
 DD3510'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3510'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3510'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (38.2 FT) WEST
 DD3510'NORTHWEST FROM THE WEST CORNER OF THE TWO-STORY FRAME HOUSE (LITTLE
 DD3510'BIT), (10.6 FT) NORTHWEST FROM THE NORTH CORNER OF THE WOODEN FENCE
 DD3510'CORNER OF THE DUMPSTER ENCLOSURE, (20.3 FT) SOUTHEAST FROM THE
 DD3510'CENTERLINE OF OCEAN BOULEVARD.
 DD3510
 DD3510                          STATION RECOVERY (2002)
 DD3510
 DD3510'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD3510'WE BELIEVE THIS MARKER IS MARKER DD4586. BOTH HAVE A STAMPING OF 5180.
 DD3510'MARK IS EIGHT INCHES BELOW GROUND IN SIX INCH PVC FLUSH WITH GROUND
 DD3510
 DD3510                          STATION RECOVERY (2005)
 DD3510
 DD3510'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD3510'RECOVERED IN GOOD CONDITION.
 DD3510
 DD3510                          STATION RECOVERY (2006)
 DD3510
 DD3510'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD3510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4586 ***********************************************************************
 DD4586  DESIGNATION -  5180 B
 DD4586  PID         -  DD4586
 DD4586  STATE/COUNTY-  SC/HORRY
 DD4586  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD4586
 DD4586                         *CURRENT SURVEY CONTROL
 DD4586  ___________________________________________________________________
 DD4586* NAD 83(2001)-  33 36 43.14447(N)    078 57 57.85428(W)     ADJUSTED  
 DD4586* NAVD 88     -         2.086  (meters)       6.84   (feet)  ADJUSTED  
 DD4586  ___________________________________________________________________
 DD4586  X           -   1,017,655.857 (meters)                     COMP
 DD4586  Y           -  -5,218,883.574 (meters)                     COMP
 DD4586  Z           -   3,510,666.943 (meters)                     COMP
 DD4586  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DD4586  ELLIP HEIGHT-         -32.67  (meters)          (03/27/03) GPS OBS
 DD4586  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD4586  DYNAMIC HT  -           2.084 (meters)       6.84  (feet)  COMP
 DD4586  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 DD4586
 DD4586  HORZ ORDER  -  SECOND
 DD4586  VERT ORDER  -  THIRD
 DD4586  ELLP ORDER  -  FOURTH    CLASS II
 DD4586
 DD4586.The horizontal coordinates were established by GPS observations
 DD4586.and adjusted by the National Geodetic Survey in March 2003..
 DD4586
 DD4586.The orthometric height was determined by differential leveling
 DD4586.and adjusted by the National Geodetic Survey in April 1995..
 DD4586
 DD4586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4586
 DD4586.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4586
 DD4586.The ellipsoidal height was determined by GPS observations
 DD4586.and is referenced to NAD 83.
 DD4586
 DD4586.The geoid height was determined by GEOID03.
 DD4586
 DD4586.The dynamic height is computed by dividing the NAVD 88
 DD4586.geopotential number by the normal gravity value computed on the
 DD4586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4586.degrees latitude (g = 980.6199 gals.).
 DD4586
 DD4586.The modeled gravity was interpolated from observed gravity values.
 DD4586
 DD4586;                    North         East     Units Scale Factor Converg.
 DD4586;SPC SC       -   199,102.401   798,303.136   MT  0.99979416   +1 07 39.4
 DD4586;SPC SC       -   653,223.10  2,619,104.78   iFT  0.99979416   +1 07 39.4
 DD4586;UTM  17      - 3,720,989.427   688,694.136   MT  1.00003897   +1 07 34.5
 DD4586
 DD4586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4586!SPC SC       -   1.00000513  x   0.99979416  =   0.99979929
 DD4586!UTM  17      -   1.00000513  x   1.00003897  =   1.00004410
 DD4586
 DD4586                          SUPERSEDED SURVEY CONTROL
 DD4586
 DD4586  NAD 83(1995)-  33 36 43.14463(N)    078 57 57.85479(W) AD(       ) 2
 DD4586  ELLIP H (12/20/99)  -32.71   (m)                       GP(       ) 4 1
 DD4586  NAD 83(1986)-  33 36 43.15378(N)    078 57 57.85964(W) AD(       ) 2
 DD4586  NGVD 29 (05/09/91)    2.402  (m)            7.88   (f) ADJUSTED    3 0
 DD4586
 DD4586.Superseded values are not recommended for survey control.
 DD4586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4586.See file dsdata.txt to determine how the superseded data were derived.
 DD4586
 DD4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8869420989(NAD 83)
 DD4586_MARKER: DD = SURVEY DISK
 DD4586_SETTING: 0 = UNSPECIFIED SETTING
 DD4586_STAMPING: 5180 B 1990
 DD4586_MARK LOGO: SCCC  
 DD4586_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4586+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4586
 DD4586  HISTORY     - Date     Condition        Report By
 DD4586  HISTORY     - 1990     MONUMENTED       NGS
 DD4586  HISTORY     - 20021122 MARK NOT FOUND   USPSQD
 DD4586
 DD4586                          STATION DESCRIPTION
 DD4586
 DD4586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4586'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4586'SC 29202, PHONE 803-737-1314.
 DD4586'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD4586'BUSINESS (KINGS HIGHWAY) AND GLENNS BAY ROAD, HEADING NORTHWEST, AND
 DD4586'SURFSIDE DRIVE, HEADING SOUTHEAST, GO SOUTHEAST ON SURFSIDE DRIVE FOR
 DD4586'1.25 KM (0.78 MI) TO T JUNCTION OF OCEAN BLVD., TURN LEFT
 DD4586'(NORTHEAST) ON OCEAN BLVD. FOR 0.95 KM (0.59 MI) TO THE STATION ON
 DD4586'THE RIGHT BY THE MAIL BOX FOR HOUSE NO. 911.
 DD4586'THE STATION IS A SCCC DISK SET ON TOP OF A PREFABRICATED ALUMINUM
 DD4586'PIPE, EMBEDDED IN CONCRETE, SURROUNDED BY A 4-IN PVC PIPE, AND FLUSH
 DD4586'WITH THE GROUND.  LOCATED 10.3 M (33.8 FT) NORTHWEST OF THE WEST
 DD4586'CORNER OF HOUSE NO. 911, 5.5 M (18.0 FT) SOUTHEAST OF THE CENTERLINE
 DD4586'OF OCEAN BLVD., 4.4 M (14.4 FT) NORTHEAST OF THE EXTENDED CENTERLINE
 DD4586'OF 9TH AVE. NORTH, 1.1 M (3.6 FT) NORTHEAST OF A MAIL BOX AND 1.1 M
 DD4586'(3.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS TO
 DD4586'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DD4586
 DD4586                          STATION RECOVERY (2002)
 DD4586
 DD4586'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD4586'MARKER NOT FOUND BY DESCRIPTION. WE BELIEVE THIS MARKER IS MARKER
 DD4586'DD3510. BOTH HAVE A STAMPING OF 5180
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3511 ***********************************************************************
 DD3511  DESIGNATION -  5195
 DD3511  PID         -  DD3511
 DD3511  STATE/COUNTY-  SC/HORRY
 DD3511  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3511
 DD3511                         *CURRENT SURVEY CONTROL
 DD3511  ___________________________________________________________________
 DD3511* NAD 83(2001)-  33 36 58.71880(N)    078 57 40.19405(W)     ADJUSTED  
 DD3511* NAVD 88     -         3.47   (+/-2cm)      11.4    (feet)  VERTCON   
 DD3511  ___________________________________________________________________
 DD3511  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DD3511  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD3511
 DD3511  HORZ ORDER  -  SECOND
 DD3511  VERT ORDER  -  THIRD ? (See Below)
 DD3511
 DD3511.The horizontal coordinates were established by classical geodetic methods
 DD3511.and adjusted by the National Geodetic Survey in March 2004..
 DD3511
 DD3511.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3511.The vertical order pertains to the NGVD 29 superseded value.
 DD3511
 DD3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3511
 DD3511.The geoid height was determined by GEOID03.
 DD3511
 DD3511;                    North         East     Units Scale Factor Converg.
 DD3511;SPC SC       -   199,591.020   798,748.745   MT  0.99979408   +1 07 49.2
 DD3511;SPC SC       -   654,826.18  2,620,566.75   iFT  0.99979408   +1 07 49.2
 DD3511;UTM  17      - 3,721,478.156   689,139.866   MT  1.00004105   +1 07 44.7
 DD3511
 DD3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3511!SPC SC       -   1.00000491  x   0.99979408  =   0.99979899
 DD3511!UTM  17      -   1.00000491  x   1.00004105  =   1.00004596
 DD3511
 DD3511                          SUPERSEDED SURVEY CONTROL
 DD3511
 DD3511  NAD 83(1986)-  33 36 58.72804(N)    078 57 40.19939(W) AD(       ) 2
 DD3511  NAD 83(1986)-  33 36 58.72529(N)    078 57 40.19894(W) AD(       ) 3
 DD3511  NGVD 29 (11/30/89)    3.79   (m)           12.4    (f) LEVELING    3  
 DD3511
 DD3511.Superseded values are not recommended for survey control.
 DD3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3511.See file dsdata.txt to determine how the superseded data were derived.
 DD3511
 DD3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8914021478(NAD 83)
 DD3511_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3511_SETTING: 0 = UNSPECIFIED SETTING
 DD3511_STAMPING: 5195 1987
 DD3511_MARK LOGO: SCCC  
 DD3511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3511+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3511
 DD3511  HISTORY     - Date     Condition        Report By
 DD3511  HISTORY     - 1987     MONUMENTED       SCCC
 DD3511
 DD3511                          STATION DESCRIPTION
 DD3511
 DD3511'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3511'THE STATION IS LOCATED IN THE TOWN OF SURFSIDE BEACH, NEAR THE
 DD3511'INTERSECTION OF 16TH AVENUE NORTH AND OCEAN BOULEVARD, ON THE PROPERTY
 DD3511'OF HOLIDAY INN HOTEL.
 DD3511'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3511'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3511'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND, (18.1 FT) SOUTH
 DD3511'SOUTHEAST FROM THE CORNER OF THE CHAPEL BUILDING, (9.9 FT) NORTH
 DD3511'NORTHEAST FROM THE CORNER CONCRETE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4437 ***********************************************************************
 DD4437  DESIGNATION -  5195 B
 DD4437  PID         -  DD4437
 DD4437  STATE/COUNTY-  SC/HORRY
 DD4437  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD4437
 DD4437                         *CURRENT SURVEY CONTROL
 DD4437  ___________________________________________________________________
 DD4437* NAD 83(2001)-  33 37 00.04433(N)    078 57 41.39470(W)     ADJUSTED  
 DD4437* NAVD 88     -         3.016  (meters)       9.89   (feet)  ADJUSTED  
 DD4437  ___________________________________________________________________
 DD4437  X           -   1,018,017.271 (meters)                     COMP
 DD4437  Y           -  -5,218,520.203 (meters)                     COMP
 DD4437  Z           -   3,511,101.077 (meters)                     COMP
 DD4437  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DD4437  ELLIP HEIGHT-         -31.73  (meters)          (03/27/03) GPS OBS
 DD4437  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4437  DYNAMIC HT  -           3.012 (meters)       9.88  (feet)  COMP
 DD4437  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 DD4437
 DD4437  HORZ ORDER  -  FIRST
 DD4437  VERT ORDER  -  FIRST     CLASS II
 DD4437  ELLP ORDER  -  FOURTH    CLASS II
 DD4437
 DD4437.The horizontal coordinates were established by GPS observations
 DD4437.and adjusted by the National Geodetic Survey in March 2003..
 DD4437
 DD4437.The orthometric height was determined by differential leveling
 DD4437.and adjusted by the National Geodetic Survey in June 1991..
 DD4437
 DD4437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4437
 DD4437.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4437
 DD4437.The ellipsoidal height was determined by GPS observations
 DD4437.and is referenced to NAD 83.
 DD4437
 DD4437.The geoid height was determined by GEOID03.
 DD4437
 DD4437.The dynamic height is computed by dividing the NAVD 88
 DD4437.geopotential number by the normal gravity value computed on the
 DD4437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4437.degrees latitude (g = 980.6199 gals.).
 DD4437
 DD4437.The modeled gravity was interpolated from observed gravity values.
 DD4437
 DD4437;                    North         East     Units Scale Factor Converg.
 DD4437;SPC SC       -   199,631.232   798,717.002   MT  0.99979408   +1 07 48.5
 DD4437;SPC SC       -   654,958.11  2,620,462.60   iFT  0.99979408   +1 07 48.5
 DD4437;UTM  17      - 3,721,518.379   689,108.116   MT  1.00004090   +1 07 44.1
 DD4437
 DD4437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4437!SPC SC       -   1.00000498  x   0.99979408  =   0.99979906
 DD4437!UTM  17      -   1.00000498  x   1.00004090  =   1.00004588
 DD4437
 DD4437                          SUPERSEDED SURVEY CONTROL
 DD4437
 DD4437  NAD 83(1995)-  33 37 00.04462(N)    078 57 41.39511(W) AD(       ) 1
 DD4437  ELLIP H (12/20/99)  -31.77   (m)                       GP(       ) 4 1
 DD4437  NAD 83(1986)-  33 37 00.05394(N)    078 57 41.39979(W) AD(       ) 1
 DD4437  NGVD 29 (05/09/91)    3.332  (m)           10.93   (f) ADJUSTED    1 2
 DD4437
 DD4437.Superseded values are not recommended for survey control.
 DD4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4437.See file dsdata.txt to determine how the superseded data were derived.
 DD4437
 DD4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8910821518(NAD 83)
 DD4437_MARKER: I = METAL ROD
 DD4437_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DD4437_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DD4437_STAMPING: 5195 B 1990
 DD4437_MARK LOGO: NGS   
 DD4437_PROJECTION: FLUSH
 DD4437_MAGNETIC: I = MARKER IS A STEEL ROD
 DD4437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4437+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD4437_ROD/PIPE-DEPTH: 5.8  meters
 DD4437_SLEEVE-DEPTH  : 0.9 meters
 DD4437
 DD4437  HISTORY     - Date     Condition        Report By
 DD4437  HISTORY     - 1990     MONUMENTED       NGS
 DD4437  HISTORY     - 19900508 GOOD             NGS
 DD4437  HISTORY     - 19900924 GOOD             NGS
 DD4437  HISTORY     - 20001017 GOOD             SCGS
 DD4437  HISTORY     - 20021118 GOOD             USPSQD
 DD4437  HISTORY     - 20050822 GOOD             USPSQD
 DD4437  HISTORY     - 20060822 GOOD             USPSQD
 DD4437
 DD4437                          STATION DESCRIPTION
 DD4437
 DD4437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4437'IN NORTH MYRTLE BEACH, AT THE INTERSECTION OF OCEAN BOULEVARD AND
 DD4437'17TH AVENUE NORTH, IN THE HOLIDAY INN PARKING LOT, 27.4 M (89.89 FT)
 DD4437'SOUTHWEST OF A FLAG POLE, 14.6 M (47.90 FT) NORTHEAST OF A UTILITY
 DD4437'POLE WITH 3 GUY CABLES, 6.4 M (21.00 FT) WEST OF A METAL UTILITY POLE
 DD4437'WITH TWO SECURITY LIGHTS, AND 0.4 M (1.31 FT) EAST OF THE WEST CURB
 DD4437'OF A PLANTER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DD4437'LOGO CAP.
 DD4437
 DD4437                          STATION RECOVERY (1990)
 DD4437
 DD4437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4437'THE STATION IS LOCATED ABOUT 10.45 KM (6.49 MI) SOUTHWEST OF MYRTLE
 DD4437'BEACH, 6.1 KM (3.8 MI) NORTHEAST OF GARDEN CITY AND IN SURFSIDE BEACH
 DD4437'ON PROPERTY OF THE HOLIDAY INN.
 DD4437'OWNERSHIP--HOLIDAY INN, 17TH AVENUE NORTH AND OCEAN BOULEVARD,
 DD4437'SURFSIDE BEACH, SC 29575, PHONE 803-238-5601.
 DD4437'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD4437'BUSINESS (KINGS HIGHWAY) AND GLENNS BAY ROAD, HEADING NORTHWEST, AND
 DD4437'SURFSIDE DRIVE, HEADING SOUTHEAST, GO SOUTHEAST ON SURFSIDE DRIVE FOR
 DD4437'1.25 KM (0.78 MI) TO T JUNCTION OF OCEAN BLVD., TURN LEFT
 DD4437'(NORTHEAST) ON OCEAN BLVD. FOR 1.6 KM (1.0 MI) TO 16TH AVE. NORTH ON
 DD4437'THE LEFT, THE ENTRANCE TO THE HOLIDAY INN STRAIGHT AHEAD AND THE
 DD4437'STATION IN THE HOLIDAY INN PARKING LOT, ON THE SOUTHWEST SIDE OF A
 DD4437'CURBED PLANTER AREA, JUST EAST OF THE HOLIDAY INN ENTRANCE AND
 DD4437'DIRECTLY SOUTHWEST OF THE MAIN ENTRANCE TO MOTEL OFFICE.
 DD4437'THE STATION IS LOCATED 27.4 M (89.9 FT) SOUTHWEST OF A FLAG POLE,
 DD4437'14.6 M (47.9 FT) NORTHEAST OF A POWER POLE WITH THREE GUY WIRES, 6.4
 DD4437'M (21.0 FT) WEST OF A METAL LIGHT POLE SUPPORTING TWO SECURITY LIGHTS
 DD4437'AND 0.4 M (1.3 FT) EAST OF THE WEST EDGE OF THE CURBED PLANTER AREA.
 DD4437'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DD4437
 DD4437                          STATION RECOVERY (2000)
 DD4437
 DD4437'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DD4437'STATION IS LOCATED 1.0 MILE (1.6 KM) NORTHEAST OF SURFSIDE BEACH, 15.9
 DD4437'MILES (25.6 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--HOLIDAY INN
 DD4437'SUNSPREE RESORT.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DD4437'HIGHWAY 544 AND U.S.  HIGHWAY 17 BUSINESS, 1.7 MILES (2.7 KM) NORTH OF
 DD4437'SURFSIDE BEACH, GO SOUTHWEST ON HIGHWAY 17 FOR 0.5 MILE (0.8 KM) TO
 DD4437'THE JUNCTION OF 16TH AVENUE NORTH, TURN LEFT ON 16TH AVENUE NORTH FOR
 DD4437'0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT IN THE SOUTH CORNER OF A
 DD4437'CURBED PLANTER BED AND AT THE JUNCTION OF OCEAN BOULEVARD RIGHT.
 DD4437'STATION IS A STAINLESS STEEL ROD MARK WITH AN ALUMINUM ACCESS COVER
 DD4437'RECESSED 0.5 FOOT (15.2 CM) AND LEVEL WITH THE CURB, 66.0 FEET (20.1
 DD4437'M) EAST OF THE CENTER OF A MANHOLE COVER AT THE ENTRANCE TO THE HOTEL,
 DD4437'59.5 FEET (18.1 M) SOUTH SOUTHEAST OF A METAL SECURITY LAMP POST WITH
 DD4437'TWO SECURITY LIGHTS, 3.8 FEET (1.2 M) SOUTH OF 1.1-FOOT LONE PALMETTO
 DD4437'TREE, 5.9 FEET (1.8 M) WEST SOUTHWEST OF THE SOUTH CORNER OF A COLUMN
 DD4437'OF A CURVED STUCCOED LANDSCAPE WALL IN THE PLANTER BED, 3.4 FEET (1.0
 DD4437'M) NORTH OF THE SOUTH CORNER OF THE CONCRETE CURB OF THE PLANTER, 47.8
 DD4437'FEET (14.6 M) NORTHEAST OF A POWER POLE 64559/25AKS WITH SIX GUY
 DD4437'WIRES, 20.9 FEET (6.4 M) WEST OF A METAL SECURITY LAMP POST WITH THREE
 DD4437'SECURITY LIGHTS.  NOTE-STATION IS VERY MARGINAL FOR GPS OCCUPATION.
 DD4437'PALMETTO TREE IS DUE NORTH OF STATION. RECOVERED BY T.  HALL.
 DD4437
 DD4437                          STATION RECOVERY (2002)
 DD4437
 DD4437'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD4437'RECOVERED IN GOOD CONDITION.
 DD4437
 DD4437                          STATION RECOVERY (2005)
 DD4437
 DD4437'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD4437'RECOVERED IN GOOD CONDITION.
 DD4437
 DD4437                          STATION RECOVERY (2006)
 DD4437
 DD4437'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD4437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0472 ***********************************************************************
 DD0472  DESIGNATION -  52
 DD0472  PID         -  DD0472
 DD0472  STATE/COUNTY-  SC/BERKELEY
 DD0472  USGS QUAD   -  SHULERVILLE (1973)
 DD0472
 DD0472                         *CURRENT SURVEY CONTROL
 DD0472  ___________________________________________________________________
 DD0472* NAD 83(1986)-  33 13 56.     (N)    079 44 50.     (W)     SCALED    
 DD0472* NAVD 88     -        15.443  (meters)      50.67   (feet)  POSTED    
 DD0472  ___________________________________________________________________
 DD0472  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DD0472  DYNAMIC HT  -          15.430 (meters)      50.62  (feet)  COMP
 DD0472  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 DD0472
 DD0472  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DD0472
 DD0472.The horizontal coordinates were scaled from a topographic map and have
 DD0472.an estimated accuracy of +/- 6 seconds.
 DD0472
 DD0472.The orthometric height was determined by differential leveling
 DD0472.and adjusted by the National Geodetic Survey in 1992..
 DD0472.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DD0472.rate of 1.1 thru 2.0 mm/km.
 DD0472
 DD0472.The geoid height was determined by GEOID03.
 DD0472
 DD0472.The dynamic height is computed by dividing the NAVD 88
 DD0472.geopotential number by the normal gravity value computed on the
 DD0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0472.degrees latitude (g = 980.6199 gals.).
 DD0472
 DD0472.The modeled gravity was interpolated from observed gravity values.
 DD0472
 DD0472;                    North         East    Units  Estimated Accuracy
 DD0472;SPC SC       -   155,840.      726,350.      MT  (+/- 180 meters Scaled)
 DD0472
 DD0472                          SUPERSEDED SURVEY CONTROL
 DD0472
 DD0472  NGVD 29 (03/21/89)   15.745  (m)           51.66   (f) ADJUSTED    2 0
 DD0472
 DD0472.Superseded values are not recommended for survey control.
 DD0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0472.See file dsdata.txt to determine how the superseded data were derived.
 DD0472
 DD0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS167777(NAD 83)
 DD0472_MARKER: Z = SEE DESCRIPTION
 DD0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0472_SP_SET: METAL POST
 DD0472_STAMPING: 52 1917
 DD0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0472
 DD0472  HISTORY     - Date     Condition        Report By
 DD0472  HISTORY     - 1917     MONUMENTED       USGS
 DD0472  HISTORY     - 1943     GOOD             NGS
 DD0472  HISTORY     - 1984     MARK NOT FOUND   SCGS
 DD0472
 DD0472                          STATION DESCRIPTION
 DD0472
 DD0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DD0472'3.2 MI NE FROM BETHERA.
 DD0472'ABOUT 3.2 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY
 DD0472'FROM THE STATION AT BETHERA, BERKELEY COUNTY, ABOUT 5 RAILS
 DD0472'NORTHEAST OF A WHISTLE POST, 43 FEET NORTHWEST OF THE NORTHWEST
 DD0472'RAIL, AND 2 FEET SOUTHWEST OF A FENCE LINE.  A UNITED STATES
 DD0472'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 52 1917 AND RIVETED
 DD0472'IN THE TOP OF A METAL POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 DD0472
 DD0472                          STATION RECOVERY (1984)
 DD0472
 DD0472'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD0472'NOT RECOVERED, THE WHISTLE POST LOOKS NEW AND ALL OTHER REFERENCES ARE
 DD0472'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA4787 ***********************************************************************
 FA4787  DESIGNATION -  52 HLZ
 FA4787  PID         -  FA4787
 FA4787  STATE/COUNTY-  SC/YORK
 FA4787  USGS QUAD   -  KINGS MOUNTAIN (1993)
 FA4787
 FA4787                         *CURRENT SURVEY CONTROL
 FA4787  ___________________________________________________________________
 FA4787* NAD 83(2001)-  35 09 36.68281(N)    081 19 38.12438(W)     ADJUSTED  
 FA4787* NAVD 88     -       264.80   (+/-2cm)     868.8    (feet)  VERTCON   
 FA4787  ___________________________________________________________________
 FA4787  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 FA4787  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 FA4787
 FA4787  HORZ ORDER  -  SECOND
 FA4787  VERT ORDER  -  THIRD (See Below)
 FA4787
 FA4787.The horizontal coordinates were established by classical geodetic methods
 FA4787.and adjusted by the National Geodetic Survey in March 2004..
 FA4787.No horizontal observational check was made to the station.
 FA4787
 FA4787.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4787.The vertical order pertains to the NGVD 29 superseded value.
 FA4787
 FA4787.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4787
 FA4787.The geoid height was determined by GEOID03.
 FA4787
 FA4787;                    North         East     Units Scale Factor Converg.
 FA4787;SPC SC       -   369,017.359   579,779.762   MT  1.00013264   -0 10 53.2
 FA4787;SPC SC       - 1,210,686.87  1,902,164.57   iFT  1.00013264   -0 10 53.2
 FA4787;SPC NC       -   158,917.252   397,611.242   MT  0.99987386   -1 20 35.6
 FA4787;SPC NC       -   521,381.02  1,304,496.22   sFT  0.99987386   -1 20 35.6
 FA4787;UTM  17      - 3,890,856.741   470,195.538   MT  0.99961095   -0 11 18.4
 FA4787
 FA4787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4787!SPC SC       -   0.99996336  x   1.00013264  =   1.00009600
 FA4787!SPC NC       -   0.99996336  x   0.99987386  =   0.99983723
 FA4787!UTM  17      -   0.99996336  x   0.99961095  =   0.99957433
 FA4787
 FA4787                          SUPERSEDED SURVEY CONTROL
 FA4787
 FA4787  NAD 83(1986)-  35 09 36.70135(N)    081 19 38.12221(W) AD(       ) 2
 FA4787  NGVD 29 (08/31/92)  265.01   (m)          869.5    (f) LEVELING    3  
 FA4787
 FA4787.Superseded values are not recommended for survey control.
 FA4787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4787.See file dsdata.txt to determine how the superseded data were derived.
 FA4787
 FA4787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU7019690857(NAD 83)
 FA4787_MARKER: DB = BENCH MARK DISK
 FA4787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4787_SP_SET: CONCRETE POST
 FA4787_STAMPING: 52 HLZ 1971 869
 FA4787_MARK LOGO: USGS  
 FA4787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4787+STABILITY: SURFACE MOTION
 FA4787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA4787+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 FA4787
 FA4787  HISTORY     - Date     Condition        Report By
 FA4787  HISTORY     - 1971     MONUMENTED       USGS
 FA4787  HISTORY     - 19890613 GOOD             NCGS
 FA4787  HISTORY     - 19951015 GOOD             USPSQD
 FA4787  HISTORY     - 19991120 GOOD             USPSQD
 FA4787  HISTORY     - 20041130 GOOD             USPSQD
 FA4787  HISTORY     - 20060126 GOOD             USPSQD
 FA4787
 FA4787                          STATION DESCRIPTION
 FA4787
 FA4787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA4787'LOCATED ON THE NORTH SIDE OF KINGS MOUNTAIN STATE PARK.
 FA4787'ALONG NC 161 FOR 0.32 KM (0.20 MI) SOUTH FROM THE NC-SC STATE LINE, IN
 FA4787'THE NORTHWEST QUADRANT, AT ENTRANCE TO PARK.
 FA4787'MARK IS 2 FEET HIGHER THAN HIGHWAY AND PROJECTS 2 INCHES ABOVE GROUND.
 FA4787'LOCATED 18.0 M (59.1 FT) SOUTHWEST OF THE CENTERLINE OF SC 161, 25.8
 FA4787'M (84.6 FT) NORTHEAST OF CENTERLINE OF PARK ROAD, 9.15 M (30.02 FT)
 FA4787'EAST OF WEST END OF CONCRETE PIPE UNDER SC 161, 0.1 M (0.3 FT) WEST OF
 FA4787'WITNESS POST, 0.65 M (2.13 FT) SOUTHEAST OF EAST END OF KINGS
 FA4787'MOUNTAIN STATE PARK SIGN.
 FA4787
 FA4787                          STATION RECOVERY (1995)
 FA4787
 FA4787'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4787'RECOVERED IN GOOD CONDITION.
 FA4787
 FA4787                          STATION RECOVERY (1999)
 FA4787
 FA4787'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4787'RECOVERED IN GOOD CONDITION.
 FA4787
 FA4787                          STATION RECOVERY (2004)
 FA4787
 FA4787'RECOVERY NOTE BY US POWER SQUADRON 2004
 FA4787'RECOVERED IN GOOD CONDITION.
 FA4787
 FA4787                          STATION RECOVERY (2006)
 FA4787
 FA4787'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3512 ***********************************************************************
 DD3512  DESIGNATION -  5200
 DD3512  PID         -  DD3512
 DD3512  STATE/COUNTY-  SC/HORRY
 DD3512  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD3512
 DD3512                         *CURRENT SURVEY CONTROL
 DD3512  ___________________________________________________________________
 DD3512* NAD 83(2001)-  33 37 15.38040(N)    078 57 25.44960(W)     ADJUSTED  
 DD3512* NAVD 88     -         3.86   (+/-2cm)      12.7    (feet)  VERTCON   
 DD3512  ___________________________________________________________________
 DD3512  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DD3512  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD3512
 DD3512  HORZ ORDER  -  SECOND
 DD3512  VERT ORDER  -  THIRD ? (See Below)
 DD3512
 DD3512.The horizontal coordinates were established by classical geodetic methods
 DD3512.and adjusted by the National Geodetic Survey in March 2004..
 DD3512
 DD3512.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3512.The vertical order pertains to the NGVD 29 superseded value.
 DD3512
 DD3512.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3512
 DD3512.The geoid height was determined by GEOID03.
 DD3512
 DD3512;                    North         East     Units Scale Factor Converg.
 DD3512;SPC SC       -   200,111.659   799,118.519   MT  0.99979401   +1 07 57.4
 DD3512;SPC SC       -   656,534.31  2,621,779.92   iFT  0.99979401   +1 07 57.4
 DD3512;UTM  17      - 3,721,998.917   689,509.742   MT  1.00004277   +1 07 53.4
 DD3512
 DD3512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3512!SPC SC       -   1.00000485  x   0.99979401  =   0.99979886
 DD3512!UTM  17      -   1.00000485  x   1.00004277  =   1.00004762
 DD3512
 DD3512                          SUPERSEDED SURVEY CONTROL
 DD3512
 DD3512  NAD 83(1986)-  33 37 15.38960(N)    078 57 25.45496(W) AD(       ) 2
 DD3512  NAD 83(1986)-  33 37 15.38675(N)    078 57 25.45443(W) AD(       ) 3
 DD3512  NGVD 29 (11/30/89)    4.18   (m)           13.7    (f) LEVELING    3  
 DD3512
 DD3512.Superseded values are not recommended for survey control.
 DD3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3512.See file dsdata.txt to determine how the superseded data were derived.
 DD3512
 DD3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8951021999(NAD 83)
 DD3512_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3512_SETTING: 0 = UNSPECIFIED SETTING
 DD3512_STAMPING: 5200 1987
 DD3512_MARK LOGO: SCCC  
 DD3512_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3512+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3512
 DD3512  HISTORY     - Date     Condition        Report By
 DD3512  HISTORY     - 1987     MONUMENTED       SCCC
 DD3512  HISTORY     - 20021118 MARK NOT FOUND   USPSQD
 DD3512
 DD3512                          STATION DESCRIPTION
 DD3512
 DD3512'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3512'THE STATION IS LOCATED IN THE OCEAN LAKES CAMPGROUND, APPROXIMATELY
 DD3512'(500.0 FT) SOUTHEAST ALONG THE BEACH FROM THE ARCADE SNACK BUILDING,
 DD3512'ON THE TOP OF THE PRIMARY DUNE.
 DD3512'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3512'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3512'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (7.8 FT) EAST
 DD3512'SOUTHEAST FROM THE WOODEN CROSS, (7.6 FT) SOUTH SOUTHEAST FROM THE
 DD3512'WOODEN CROSS, (13.9 FT) NORTHWEST FROM THE WOODEN SNOW FENCE.
 DD3512
 DD3512                          STATION RECOVERY (2002)
 DD3512
 DD3512'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD3512'DUNES MOVED BY HURRICANE. LATITUDE AND LONGITUDE OF MARK IS IN THE
 DD3512'BEACH AREA VERIFIED BY DGPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4585 ***********************************************************************
 DD4585  DESIGNATION -  5200 B
 DD4585  PID         -  DD4585
 DD4585  STATE/COUNTY-  SC/HORRY
 DD4585  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD4585
 DD4585                         *CURRENT SURVEY CONTROL
 DD4585  ___________________________________________________________________
 DD4585* NAD 83(2001)-  33 37 15.44916(N)    078 57 26.94987(W)     ADJUSTED  
 DD4585* NAVD 88     -         2.415  (meters)       7.92   (feet)  ADJUSTED  
 DD4585  ___________________________________________________________________
 DD4585  X           -   1,018,332.297 (meters)                     COMP
 DD4585  Y           -  -5,218,190.493 (meters)                     COMP
 DD4585  Z           -   3,511,495.978 (meters)                     COMP
 DD4585  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 DD4585  ELLIP HEIGHT-         -32.33  (meters)          (03/27/03) GPS OBS
 DD4585  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4585  DYNAMIC HT  -           2.412 (meters)       7.91  (feet)  COMP
 DD4585  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 DD4585
 DD4585  HORZ ORDER  -  SECOND
 DD4585  VERT ORDER  -  THIRD
 DD4585  ELLP ORDER  -  FOURTH    CLASS II
 DD4585
 DD4585.The horizontal coordinates were established by GPS observations
 DD4585.and adjusted by the National Geodetic Survey in March 2003..
 DD4585
 DD4585.The orthometric height was determined by differential leveling
 DD4585.and adjusted by the National Geodetic Survey in April 1995..
 DD4585
 DD4585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4585
 DD4585.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4585
 DD4585.The ellipsoidal height was determined by GPS observations
 DD4585.and is referenced to NAD 83.
 DD4585
 DD4585.The geoid height was determined by GEOID03.
 DD4585
 DD4585.The dynamic height is computed by dividing the NAVD 88
 DD4585.geopotential number by the normal gravity value computed on the
 DD4585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4585.degrees latitude (g = 980.6199 gals.).
 DD4585
 DD4585.The modeled gravity was interpolated from observed gravity values.
 DD4585
 DD4585;                    North         East     Units Scale Factor Converg.
 DD4585;SPC SC       -   200,113.012   799,079.822   MT  0.99979401   +1 07 56.5
 DD4585;SPC SC       -   656,538.75  2,621,652.96   iFT  0.99979401   +1 07 56.5
 DD4585;UTM  17      - 3,722,000.271   689,471.035   MT  1.00004259   +1 07 52.6
 DD4585
 DD4585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4585!SPC SC       -   1.00000508  x   0.99979401  =   0.99979908
 DD4585!UTM  17      -   1.00000508  x   1.00004259  =   1.00004767
 DD4585
 DD4585                          SUPERSEDED SURVEY CONTROL
 DD4585
 DD4585  NAD 83(1995)-  33 37 15.44931(N)    078 57 26.95036(W) AD(       ) 2
 DD4585  ELLIP H (12/20/99)  -32.37   (m)                       GP(       ) 4 1
 DD4585  NAD 83(1986)-  33 37 15.45841(N)    078 57 26.95515(W) AD(       ) 2
 DD4585  NGVD 29 (05/09/91)    2.729  (m)            8.95   (f) ADJUSTED    3 0
 DD4585
 DD4585.Superseded values are not recommended for survey control.
 DD4585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4585.See file dsdata.txt to determine how the superseded data were derived.
 DD4585
 DD4585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8947122000(NAD 83)
 DD4585_MARKER: DD = SURVEY DISK
 DD4585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD4585_SP_SET: CONCRETE FOUNDATION
 DD4585_STAMPING: 5200 B 1990
 DD4585_MARK LOGO: SCCC  
 DD4585_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4585+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD4585
 DD4585  HISTORY     - Date     Condition        Report By
 DD4585  HISTORY     - 1990     MONUMENTED       NGS
 DD4585  HISTORY     - 20021119 GOOD             USPSQD
 DD4585  HISTORY     - 20050822 GOOD             USPSQD
 DD4585  HISTORY     - 20060822 GOOD             USPSQD
 DD4585
 DD4585                          STATION DESCRIPTION
 DD4585
 DD4585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4585'THE STATION IS LOCATED ABOUT 10.45 KM (6.49 MI) SOUTHWEST OF MYRTLE
 DD4585'BEACH, 2.7 KM (1.7 MI) NORTHEAST OF SURFSIDE BEACH AND AT OCEAN LAKES
 DD4585'CAMPGROUND.  OWNERSHIP--OCEAN LAKES CAMPGROUND, 6001 S KINGS HIGHWAY,
 DD4585'MYRTLE BEACH, SC 29575, PHONE 803-238-5636, MANAGER--LANCE THOMPSON.
 DD4585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4585'(KINGS HIGHWAY) AND STATE HIGHWAY 544 (DICK POND ROAD) 2.4 KM
 DD4585'(1.5 MI) NORTHEAST OF SURFSIDE BEACH, GO SOUTHEAST ON ENTRANCE ROAD
 DD4585'TO OCEAN LAKES CAMPGROUND FOR 0.08 KM (0.05 MI) TO THE GUARD HOUSE ON
 DD4585'THE LEFT, CONTINUE AHEAD ON OCEAN LAKES DRIVE FOR 0.7 KM (0.4 MI)
 DD4585'THROUGH PERMANENT SECTION OF CAMPGROUND TO THE TEMPORARY SECTION. TURN
 DD4585'RIGHT (SOUTHWEST) FOR 0.3 KM (0.2 MI) ON PERIWINKLE DRIVE, TURN LEFT
 DD4585'(SOUTHEAST) FOR 0.08 KM (0.05 MI) TO A T JUNCTION AND STATION AHEAD
 DD4585'IN THE LEFT,  A STANDARD SCCC DISK SET IN A DRILL HOLE IN A 3.8 M
 DD4585'(12.5 FT) SQUARE CONCRETE FOUNDATION FOR A SEWER LIFT STATION.
 DD4585'LOCATED 13.5 M (44.3 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF THE
 DD4585'NORTHEAST-SOUTHEAST ROAD, 11.4 M (37.4 FT) SOUTHEAST OF THE ROAD
 DD4585'PARALLELING THE BEACH, 6.2 M (20.3 FT) EAST OF THE EAST CORNER OF AN
 DD4585'ELECTRICAL JUNCTION BOX WITH RED LIGHT ON TOP, 1.9 M (6.2 FT)
 DD4585'SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE SLAB AND 1.9 M
 DD4585'(6.2 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE SLAB.
 DD4585
 DD4585                          STATION RECOVERY (2002)
 DD4585
 DD4585'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD4585'RECOVERED IN GOOD CONDITION.
 DD4585
 DD4585                          STATION RECOVERY (2005)
 DD4585
 DD4585'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD4585'RECOVERED IN GOOD CONDITION.
 DD4585
 DD4585                          STATION RECOVERY (2006)
 DD4585
 DD4585'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD4585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3513 ***********************************************************************
 DD3513  DESIGNATION -  5210
 DD3513  PID         -  DD3513
 DD3513  STATE/COUNTY-  SC/HORRY
 DD3513  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3513
 DD3513                         *CURRENT SURVEY CONTROL
 DD3513  ___________________________________________________________________
 DD3513* NAD 83(2001)-  33 37 31.25388(N)    078 57 10.63373(W)     ADJUSTED  
 DD3513* NAVD 88     -         3.15   (+/-2cm)      10.3    (feet)  VERTCON   
 DD3513  ___________________________________________________________________
 DD3513  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 DD3513  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD3513
 DD3513  HORZ ORDER  -  SECOND
 DD3513  VERT ORDER  -  THIRD ? (See Below)
 DD3513
 DD3513.The horizontal coordinates were established by classical geodetic methods
 DD3513.and adjusted by the National Geodetic Survey in March 2004..
 DD3513
 DD3513.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3513.The vertical order pertains to the NGVD 29 superseded value.
 DD3513
 DD3513.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3513
 DD3513.The geoid height was determined by GEOID03.
 DD3513
 DD3513;                    North         East     Units Scale Factor Converg.
 DD3513;SPC SC       -   200,608.077   799,490.573   MT  0.99979395   +1 08 05.6
 DD3513;SPC SC       -   658,162.98  2,623,000.57   iFT  0.99979395   +1 08 05.6
 DD3513;UTM  17      - 3,722,495.452   689,881.898   MT  1.00004452   +1 08 02.1
 DD3513
 DD3513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3513!SPC SC       -   1.00000496  x   0.99979395  =   0.99979891
 DD3513!UTM  17      -   1.00000496  x   1.00004452  =   1.00004948
 DD3513
 DD3513                          SUPERSEDED SURVEY CONTROL
 DD3513
 DD3513  NAD 83(1986)-  33 37 31.26300(N)    078 57 10.63918(W) AD(       ) 2
 DD3513  NAD 83(1986)-  33 37 31.25997(N)    078 57 10.63886(W) AD(       ) 3
 DD3513  NGVD 29 (11/30/89)    3.46   (m)           11.4    (f) LEVELING    3  
 DD3513
 DD3513.Superseded values are not recommended for survey control.
 DD3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3513.See file dsdata.txt to determine how the superseded data were derived.
 DD3513
 DD3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8988222495(NAD 83)
 DD3513_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3513_SETTING: 0 = UNSPECIFIED SETTING
 DD3513_STAMPING: 5210 1987
 DD3513_MARK LOGO: SCCC  
 DD3513_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3513+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3513
 DD3513  HISTORY     - Date     Condition        Report By
 DD3513  HISTORY     - 1987     MONUMENTED       SCCC
 DD3513  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 DD3513
 DD3513                          STATION DESCRIPTION
 DD3513
 DD3513'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3513'THE STATION IS LOCATED IN THE OCEAN LAKES CAMPGROUND, APPROXIMATELY
 DD3513'(0.25 MI) NORTHEAST ALONG THE BEACH FROM THE ARCADE SNACK BAR
 DD3513'BUILDING, ON TOP OF THE PRIMARY DUNE.
 DD3513'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3513'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3513'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (24.7 FT)
 DD3513'SOUTHEAST FROM THE CENTERLINE OF OCEAN BOULEVARD, (2.2 FT) SOUTH
 DD3513'SOUTHEAST FROM SCPSA POWER POLE NUMBER 14736, (3.5 FT) NORTHWEST FROM
 DD3513'THE WOODEN SNOW FENCE.
 DD3513
 DD3513                          STATION RECOVERY (2002)
 DD3513
 DD3513'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD3513'DUNES MOVED BY HURRICANE. LOCATION VERIFIED BY DGPS WAAS. NOW ON THE
 DD3513'BEACH. SNOW FENCE HAS MOVED TO THE NEW DUNES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4584 ***********************************************************************
 DD4584  DESIGNATION -  5210 B
 DD4584  PID         -  DD4584
 DD4584  STATE/COUNTY-  SC/HORRY
 DD4584  USGS QUAD   -  MYRTLE BEACH (1994)
 DD4584
 DD4584                         *CURRENT SURVEY CONTROL
 DD4584  ___________________________________________________________________
 DD4584* NAD 83(2001)-  33 37 31.91026(N)    078 57 11.50883(W)     ADJUSTED  
 DD4584* NAVD 88     -         2.546  (meters)       8.35   (feet)  ADJUSTED  
 DD4584  ___________________________________________________________________
 DD4584  X           -   1,018,669.138 (meters)                     COMP
 DD4584  Y           -  -5,217,838.717 (meters)                     COMP
 DD4584  Z           -   3,511,918.356 (meters)                     COMP
 DD4584  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DD4584  ELLIP HEIGHT-         -32.21  (meters)          (03/27/03) GPS OBS
 DD4584  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4584  DYNAMIC HT  -           2.543 (meters)       8.34  (feet)  COMP
 DD4584  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 DD4584
 DD4584  HORZ ORDER  -  SECOND
 DD4584  VERT ORDER  -  THIRD
 DD4584  ELLP ORDER  -  FOURTH    CLASS II
 DD4584
 DD4584.The horizontal coordinates were established by GPS observations
 DD4584.and adjusted by the National Geodetic Survey in March 2003..
 DD4584
 DD4584.The orthometric height was determined by differential leveling
 DD4584.and adjusted by the National Geodetic Survey in April 1995..
 DD4584
 DD4584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4584
 DD4584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4584
 DD4584.The ellipsoidal height was determined by GPS observations
 DD4584.and is referenced to NAD 83.
 DD4584
 DD4584.The geoid height was determined by GEOID03.
 DD4584
 DD4584.The dynamic height is computed by dividing the NAVD 88
 DD4584.geopotential number by the normal gravity value computed on the
 DD4584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4584.degrees latitude (g = 980.6199 gals.).
 DD4584
 DD4584.The modeled gravity was interpolated from observed gravity values.
 DD4584
 DD4584;                    North         East     Units Scale Factor Converg.
 DD4584;SPC SC       -   200,627.845   799,467.626   MT  0.99979395   +1 08 05.1
 DD4584;SPC SC       -   658,227.84  2,622,925.28   iFT  0.99979395   +1 08 05.1
 DD4584;UTM  17      - 3,722,515.226   689,858.946   MT  1.00004441   +1 08 01.6
 DD4584
 DD4584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4584!SPC SC       -   1.00000506  x   0.99979395  =   0.99979901
 DD4584!UTM  17      -   1.00000506  x   1.00004441  =   1.00004947
 DD4584
 DD4584                          SUPERSEDED SURVEY CONTROL
 DD4584
 DD4584  NAD 83(1995)-  33 37 31.91040(N)    078 57 11.50933(W) AD(       ) 2
 DD4584  ELLIP H (12/20/99)  -32.24   (m)                       GP(       ) 4 1
 DD4584  NAD 83(1986)-  33 37 31.91948(N)    078 57 11.51412(W) AD(       ) 2
 DD4584  NGVD 29 (05/09/91)    2.859  (m)            9.38   (f) ADJUSTED    3 0
 DD4584
 DD4584.Superseded values are not recommended for survey control.
 DD4584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4584.See file dsdata.txt to determine how the superseded data were derived.
 DD4584
 DD4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8985922515(NAD 83)
 DD4584_MARKER: DD = SURVEY DISK
 DD4584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD4584_SP_SET: CONCRETE FOUNDATION
 DD4584_STAMPING: 5210 B 1990
 DD4584_MARK LOGO: SCCC  
 DD4584_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4584+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4584
 DD4584  HISTORY     - Date     Condition        Report By
 DD4584  HISTORY     - 1990     MONUMENTED       NGS
 DD4584  HISTORY     - 20021118 MARK NOT FOUND   USPSQD
 DD4584
 DD4584                          STATION DESCRIPTION
 DD4584
 DD4584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4584'THE STATION IS LOCATED ABOUT 10.45 KM (6.49 MI) SOUTHWEST OF MYRTLE
 DD4584'BEACH, 2.7 KM (1.7 MI) NORTHEAST OF SURFSIDE BEACH AND AT OCEAN LAKES
 DD4584'CAMPGROUND.  OWNERSHIP--OCEAN LAKES CAMPGROUND, 6001 S KINGS HIGHWAY,
 DD4584'MYRTLE BEACH, SC 29575, PHONE 803-238-5636, MANAGER--LANCE THOMPSON.
 DD4584'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4584'(KINGS HIGHWAY) AND STATE HIGHWAY 544 (DICK POND ROAD) 2.4 KM
 DD4584'(1.5 MI) NORTHEAST OF SURFSIDE BEACH, GO SOUTHEAST ON ENTRANCE ROAD
 DD4584'TO OCEAN LAKES CAMPGROUND FOR 0.08 KM (0.05 MI) TO THE GUARD HOUSE ON
 DD4584'THE LEFT, CONTINUE AHEAD ON OCEAN LAKES DRIVE FOR 0.7 KM (0.4 MI)
 DD4584'THROUGH PERMANENT SECTION OF CAMPGROUND TO THE TEMPORARY SECTION. MAKE
 DD4584'A SHORT JOG RIGHT THEN LEFT AND CONTINUE SOUTHEAST FOR 0.15 KM
 DD4584'(0.09 MI) TO A T JUNCTION SAND ROAD ALONG BEACH, TURN LEFT
 DD4584'(NORTHEAST) FOR 0.4 KM (0.2 MI) TO THE STATION ON THE LEFT.
 DD4584'THE STATION IS A STANDARD SCCC DISK SET IN A DRILL HOLE IN THE TOP OF
 DD4584'THE SOUTHEAST SIDE OF A CONCRETE FOUNDATION AROUND A 0.6 M (2.0 FT)
 DD4584'DIAMETER SEWER MANHOLE.  LOCATED 19.2 M (63.0 FT) NORTHWEST OF THE
 DD4584'CENTERLINE OF THE ROAD ALONG THE BEACH AND 5.5 M (18.0 FT) SOUTHWEST
 DD4584'OF A GREEN BURIED CABLE JUNCTION BOX WITH A WHITE CROSS PAINTED ON
 DD4584'THREE SIDES AND A FIBERGLASS WITNESS POST AT THE WEST CORNER.
 DD4584
 DD4584                          STATION RECOVERY (2002)
 DD4584
 DD4584'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD4584'LOCATED ELECTRICAL BOX AND MANHOLE LOCATION VERIFIED BY DGPS WAAS.
 DD4584'BOTH APPEAR TO BE CHANGED AND ROAD PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3514 ***********************************************************************
 DD3514  DESIGNATION -  5220
 DD3514  PID         -  DD3514
 DD3514  STATE/COUNTY-  SC/HORRY
 DD3514  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3514
 DD3514                         *CURRENT SURVEY CONTROL
 DD3514  ___________________________________________________________________
 DD3514* NAD 83(2001)-  33 37 48.42982(N)    078 56 55.28127(W)     ADJUSTED  
 DD3514* NAVD 88     -         2.773  (meters)       9.10   (feet)  ADJUSTED  
 DD3514  ___________________________________________________________________
 DD3514  X           -   1,019,025.649 (meters)                     COMP
 DD3514  Y           -  -5,217,482.120 (meters)                     COMP
 DD3514  Z           -   3,512,342.279 (meters)                     COMP
 DD3514  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DD3514  ELLIP HEIGHT-         -31.97  (meters)          (03/27/03) GPS OBS
 DD3514  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3514  DYNAMIC HT  -           2.770 (meters)       9.09  (feet)  COMP
 DD3514  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 DD3514
 DD3514  HORZ ORDER  -  SECOND
 DD3514  VERT ORDER  -  THIRD
 DD3514  ELLP ORDER  -  FOURTH    CLASS II
 DD3514
 DD3514.The horizontal coordinates were established by GPS observations
 DD3514.and adjusted by the National Geodetic Survey in March 2003..
 DD3514
 DD3514.The orthometric height was determined by differential leveling
 DD3514.and adjusted by the National Geodetic Survey in April 1995..
 DD3514
 DD3514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3514
 DD3514.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3514
 DD3514.The ellipsoidal height was determined by GPS observations
 DD3514.and is referenced to NAD 83.
 DD3514
 DD3514.The geoid height was determined by GEOID03.
 DD3514
 DD3514.The dynamic height is computed by dividing the NAVD 88
 DD3514.geopotential number by the normal gravity value computed on the
 DD3514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3514.degrees latitude (g = 980.6199 gals.).
 DD3514
 DD3514.The modeled gravity was interpolated from observed gravity values.
 DD3514
 DD3514;                    North         East     Units Scale Factor Converg.
 DD3514;SPC SC       -   201,144.897   799,875.615   MT  0.99979389   +1 08 14.1
 DD3514;SPC SC       -   659,924.20  2,624,263.83   iFT  0.99979389   +1 08 14.1
 DD3514;UTM  17      - 3,723,032.401   690,267.046   MT  1.00004632   +1 08 11.1
 DD3514
 DD3514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3514!SPC SC       -   1.00000502  x   0.99979389  =   0.99979891
 DD3514!UTM  17      -   1.00000502  x   1.00004632  =   1.00005134
 DD3514
 DD3514|---------------------------------------------------------------------|
 DD3514| PID    Reference Object                     Distance      Geod. Az  |
 DD3514|                                                           dddmmss.s |
 DD3514| DD1533 026 064                             395.003 METERS 03821     |
 DD3514|---------------------------------------------------------------------|
 DD3514
 DD3514                          SUPERSEDED SURVEY CONTROL
 DD3514
 DD3514  NAD 83(1995)-  33 37 48.42991(N)    078 56 55.28184(W) AD(       ) 2
 DD3514  ELLIP H (12/20/99)  -32.00   (m)                       GP(       ) 4 1
 DD3514  NAD 83(1986)-  33 37 48.43888(N)    078 56 55.28681(W) AD(       ) 2
 DD3514  NAD 83(1986)-  33 37 48.43584(N)    078 56 55.28679(W) AD(       ) 3
 DD3514  NGVD 29 (05/09/91)    3.085  (m)           10.12   (f) ADJUSTED    3 0
 DD3514
 DD3514.Superseded values are not recommended for survey control.
 DD3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3514.See file dsdata.txt to determine how the superseded data were derived.
 DD3514
 DD3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9026723032(NAD 83)
 DD3514_MARKER: DD = SURVEY DISK
 DD3514_SETTING: 0 = UNSPECIFIED SETTING
 DD3514_STAMPING: 5220 1987
 DD3514_MARK LOGO: SCCC  
 DD3514_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3514+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD3514
 DD3514  HISTORY     - Date     Condition        Report By
 DD3514  HISTORY     - 1987     MONUMENTED       SCCC
 DD3514  HISTORY     - 19900920 GOOD             NGS
 DD3514
 DD3514                          STATION DESCRIPTION
 DD3514
 DD3514'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3514'THE STATION IS LOCATED IN THE LAKEWOOD CAMPGROUND NEAR THE INDOOR POOL
 DD3514'AND RECREATION BUILDING.
 DD3514'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3514'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3514'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND, (10.9 FT) EAST
 DD3514'NORTHEAST FROM THE FENCE CORNER POST, (8.8 FT) SOUTHEAST FROM THE
 DD3514'PALMETTO TREE, (58.8 FT) SOUTHWEST FROM THE WEST CORNER OF THE
 DD3514'BUILDING (INDOOR POOL AND RECREATION), (15.2 FT) NORTHWEST FROM THE
 DD3514'SOUTHWEST END OF THE WOODEN BICYCLE RACK.
 DD3514
 DD3514                          STATION RECOVERY (1990)
 DD3514
 DD3514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3514'OWNERSHIP--LAKEWOOD CAMPING RESORT, INC., 5901 BUSINESS HIGHWAY 17
 DD3514'SOUTH, MYRTLE BEACH, SC 29577, PHONE 803-238-5161.
 DD3514'TO REACH THE STATION FROM THE SOUTH GATE TO MYRTLE BEACH AIR FORCE
 DD3514'BASE, WHICH IS ON U.S. HIGHWAY 17 BUSINESS SOUTH, GO SOUTHEAST ON THE
 DD3514'HIGHWAY FOR 4.02 KM (2.50 MI) TO THE ENTRANCE TO LAKEWOOD CAMPGROUND
 DD3514'ON THE LEFT.  TURN LEFT AND ENTER CAMPGROUND FOR 0.08 KM (0.05 MI) TO
 DD3514'A GUARD GATE, PASS THRU GUARD GATE AND FOLLOW ROAD THRU CAMPGROUND
 DD3514'FOR 0.56 KM (0.35 MI) TO ROAD RUNNING ALONG THE BEACH.  TURN LEFT,
 DD3514'NORTHEAST, FOR 0.24 KM (0.15 MI) TO THE MARK ON THE RIGHT NEAR A PALM
 DD3514'TREE,  A SOUTH CAROLINA COASTAL COUNCIL BRASS DISK SET ON TOP
 DD3514'OF A 2-FOOT LONG 2-INCH PCV PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED
 DD3514'BY CONCRETE AND FLUSH WITH THE GROUND.  LOCATED 37.10 WEST-NORTHWEST
 DD3514'FROM EDGE OF LARGE BOULDERS PROTECTING BEACH, 7.7 M (25.3 FT)
 DD3514'SOUTHEAST FROM CENTER OF ROAD, 2.75 M (9.02 FT) SOUTHEAST OF PALM TREE
 DD3514'AND 0.40 M (1.31 FT) WEST-NORTHWEST FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3515 ***********************************************************************
 DD3515  DESIGNATION -  5230
 DD3515  PID         -  DD3515
 DD3515  STATE/COUNTY-  SC/HORRY
 DD3515  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3515
 DD3515                         *CURRENT SURVEY CONTROL
 DD3515  ___________________________________________________________________
 DD3515* NAD 83(2001)-  33 38 06.52634(N)    078 56 36.40542(W)     ADJUSTED  
 DD3515* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 DD3515  ___________________________________________________________________
 DD3515  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DD3515  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3515
 DD3515  HORZ ORDER  -  SECOND
 DD3515  VERT ORDER  -  THIRD ? (See Below)
 DD3515
 DD3515.The horizontal coordinates were established by classical geodetic methods
 DD3515.and adjusted by the National Geodetic Survey in March 2004..
 DD3515
 DD3515.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3515.The vertical order pertains to the NGVD 29 superseded value.
 DD3515
 DD3515.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3515
 DD3515.The geoid height was determined by GEOID03.
 DD3515
 DD3515;                    North         East     Units Scale Factor Converg.
 DD3515;SPC SC       -   201,711.890   800,350.817   MT  0.99979383   +1 08 24.5
 DD3515;SPC SC       -   661,784.42  2,625,822.89   iFT  0.99979383   +1 08 24.5
 DD3515;UTM  17      - 3,723,599.532   690,742.376   MT  1.00004855   +1 08 22.1
 DD3515
 DD3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3515!SPC SC       -   1.00000498  x   0.99979383  =   0.99979881
 DD3515!UTM  17      -   1.00000498  x   1.00004855  =   1.00005353
 DD3515
 DD3515                          SUPERSEDED SURVEY CONTROL
 DD3515
 DD3515  NAD 83(1986)-  33 38 06.53546(N)    078 56 36.41095(W) AD(       ) 2
 DD3515  NAD 83(1986)-  33 38 06.53264(N)    078 56 36.41123(W) AD(       ) 3
 DD3515  NGVD 29 (11/30/89)    3.35   (m)           11.0    (f) LEVELING    3  
 DD3515
 DD3515.Superseded values are not recommended for survey control.
 DD3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3515.See file dsdata.txt to determine how the superseded data were derived.
 DD3515
 DD3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9074223600(NAD 83)
 DD3515_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3515_SETTING: 0 = UNSPECIFIED SETTING
 DD3515_STAMPING: 5230 1987
 DD3515_MARK LOGO: SCCC  
 DD3515_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3515+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3515
 DD3515  HISTORY     - Date     Condition        Report By
 DD3515  HISTORY     - 1987     MONUMENTED       SCCC
 DD3515  HISTORY     - 19970701 MARK NOT FOUND   SCGS
 DD3515
 DD3515                          STATION DESCRIPTION
 DD3515
 DD3515'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3515'THE STATION IS LOCATED IN THE PIRATELAND CAMPGROUND, APPROXIMATELY
 DD3515'(0.2 MI) SOUTHWEST FROM THE INTERSECTION OF PIRATELAND TRAIL AND OCEAN
 DD3515'BOULEVARD.
 DD3515'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3515'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3515'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (30.8 FT)
 DD3515'SOUTHEAST FROM THE CENTERLINE OF OCEAN BOULEVARD, (1.8 FT) SOUTHEAST
 DD3515'FROM THE CREOSOTE POST, (20.0 FT) NORTHWEST FROM THE CENTERLINE OF THE
 DD3515'PRIMARY DUNE.
 DD3515
 DD3515                          STATION RECOVERY (1997)
 DD3515
 DD3515'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3515'NOT RECOVERED, INSUFFICIENT REFERENCES, IF STATION STILL EXISTS, IT
 DD3515'WAS BURIED BY HURRICANE HUGO, SEARCHED 5 MINUTES, STATION 5230 B WAS
 DD3515'SET TO REPLACE IT.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4583 ***********************************************************************
 DD4583  DESIGNATION -  5230 B
 DD4583  PID         -  DD4583
 DD4583  STATE/COUNTY-  SC/HORRY
 DD4583  USGS QUAD   -  MYRTLE BEACH (1994)
 DD4583
 DD4583                         *CURRENT SURVEY CONTROL
 DD4583  ___________________________________________________________________
 DD4583* NAD 83(2001)-  33 38 06.57337(N)    078 56 36.50731(W)     ADJUSTED  
 DD4583* NAVD 88     -         2.599  (meters)       8.53   (feet)  ADJUSTED  
 DD4583  ___________________________________________________________________
 DD4583  X           -   1,019,441.130 (meters)                     COMP
 DD4583  Y           -  -5,217,085.345 (meters)                     COMP
 DD4583  Z           -   3,512,807.611 (meters)                     COMP
 DD4583  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DD4583  ELLIP HEIGHT-         -32.14  (meters)          (03/27/03) GPS OBS
 DD4583  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD4583  DYNAMIC HT  -           2.596 (meters)       8.52  (feet)  COMP
 DD4583  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 DD4583
 DD4583  HORZ ORDER  -  SECOND
 DD4583  VERT ORDER  -  THIRD
 DD4583  ELLP ORDER  -  FOURTH    CLASS II
 DD4583
 DD4583.The horizontal coordinates were established by GPS observations
 DD4583.and adjusted by the National Geodetic Survey in March 2003..
 DD4583
 DD4583.The orthometric height was determined by differential leveling
 DD4583.and adjusted by the National Geodetic Survey in April 1995..
 DD4583
 DD4583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4583
 DD4583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4583
 DD4583.The ellipsoidal height was determined by GPS observations
 DD4583.and is referenced to NAD 83.
 DD4583
 DD4583.The geoid height was determined by GEOID03.
 DD4583
 DD4583.The dynamic height is computed by dividing the NAVD 88
 DD4583.geopotential number by the normal gravity value computed on the
 DD4583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4583.degrees latitude (g = 980.6199 gals.).
 DD4583
 DD4583.The modeled gravity was interpolated from observed gravity values.
 DD4583
 DD4583;                    North         East     Units Scale Factor Converg.
 DD4583;SPC SC       -   201,713.286   800,348.163   MT  0.99979383   +1 08 24.5
 DD4583;SPC SC       -   661,789.00  2,625,814.18   iFT  0.99979383   +1 08 24.5
 DD4583;UTM  17      - 3,723,600.928   690,739.721   MT  1.00004854   +1 08 22.1
 DD4583
 DD4583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4583!SPC SC       -   1.00000505  x   0.99979383  =   0.99979887
 DD4583!UTM  17      -   1.00000505  x   1.00004854  =   1.00005359
 DD4583
 DD4583|---------------------------------------------------------------------|
 DD4583| PID    Reference Object                     Distance      Geod. Az  |
 DD4583|                                                           dddmmss.s |
 DD4583| DD1533 026 064                             345.138 METERS 22346     |
 DD4583|---------------------------------------------------------------------|
 DD4583
 DD4583                          SUPERSEDED SURVEY CONTROL
 DD4583
 DD4583  NAD 83(1995)-  33 38 06.57346(N)    078 56 36.50789(W) AD(       ) 2
 DD4583  ELLIP H (12/20/99)  -32.18   (m)                       GP(       ) 4 1
 DD4583  NAD 83(1986)-  33 38 06.58242(N)    078 56 36.51288(W) AD(       ) 2
 DD4583  NGVD 29 (05/09/91)    2.910  (m)            9.55   (f) ADJUSTED    3 0
 DD4583
 DD4583.Superseded values are not recommended for survey control.
 DD4583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4583.See file dsdata.txt to determine how the superseded data were derived.
 DD4583
 DD4583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9074023601(NAD 83)
 DD4583_MARKER: DD = SURVEY DISK
 DD4583_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4583_SP_SET: ALUMINUM ALLOY ROD
 DD4583_STAMPING: 5230 B 1990
 DD4583_MARK LOGO: SCCC  
 DD4583_PROJECTION: PROJECTING 10 CENTIMETERS
 DD4583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4583+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD4583_ROD/PIPE-DEPTH: 10.7 meters
 DD4583
 DD4583  HISTORY     - Date     Condition        Report By
 DD4583  HISTORY     - 1990     MONUMENTED       NGS
 DD4583  HISTORY     - 19970701 GOOD             SCGS
 DD4583  HISTORY     - 20021019 POOR             USPSQD
 DD4583  HISTORY     - 20040411 POOR             USPSQD
 DD4583  HISTORY     - 20050417 POOR             USPSQD
 DD4583  HISTORY     - 20051023 GOOD             USPSQD
 DD4583  HISTORY     - 20051031 GOOD             USPSQD
 DD4583
 DD4583                          STATION DESCRIPTION
 DD4583
 DD4583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4583'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) SOUTHWEST OF MYRTLE
 DD4583'BEACH, 4.35 KM (2.70 MI) NORTHEAST OF SURFSIDE BEACH AND AT
 DD4583'PIRATELAND CAMPGROUND.  OWNERSHIP--SOUTH CAROLINA CAMPGROUND OWNERS
 DD4583'ASSOCIATION, 5401 BUSINESS 17 SOUTH, MYRTLE BEACH, SC 29575, DENNIS
 DD4583'RAYNOR PRESIDENT, PHONE 803-238-5155.
 DD4583'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4583'AND STATE HIGHWAY 73 (OCEAN BLVD.), AT SOUTHWEST EDGE OF MYRTLE
 DD4583'BEACH, GO SOUTHWEST ON HIGHWAY 17 FOR 2.7 KM (1.7 MI) TO THE ENTRANCE
 DD4583'TO PIRATELAND CAMPGROUND ON THE LEFT.  TURN LEFT, SOUTHEAST, PASSING
 DD4583'THROUGH THE ENTRANCE TO PIRATELAND TRAIL FOR 0.8 KM (0.5 MI) TO T
 DD4583'JUNCTION ROAD ALONG BEACH.  TURN RIGHT (SOUTHWEST) FOR 0.3 KM
 DD4583'(0.2 MI) TO THE STATION ON THE LEFT ON EXTENDED CENTERLINE OF A
 DD4583'ONE-WAY ROAD TO THE RIGHT, 31.0 M (101.7 FT) SOUTHWEST OF EXTENDED
 DD4583'CENTERLINE OF MARKET STREET, 30.1 M (98.8 FT) NORTHEAST OF THE
 DD4583'EXTENDED CENTERLINE OF CAPTAIN COOK TRAIL, 6.0 M (19.7 FT) SOUTHEAST
 DD4583'OF THE CENTERLINE OF THE ROAD ALONG THE BEACH AND 0.2 M (0.7 FT)
 DD4583'NORHTWEST OF A FIBERGLASS WITNESS POST.
 DD4583
 DD4583                          STATION RECOVERY (1997)
 DD4583
 DD4583'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4583'STATION IS LOCATED 2.65 MILES (4.26 KM) NORTHEAST OF SURFSIDE BEACH,
 DD4583'15.15 MILES (24.38 KM) SOUTH SOUTHEAST OF CONWAY. OWNERSHIP--PONDEROSA
 DD4583'INC., CONTACT MR.  ED HARDEE, GENERAL MANAGER, 5401 SOUTH KINGS
 DD4583'HIGHWAY, MYRTLE BEACH, SC 29575, PHONE 803-238-5155.  TO REACH THE
 DD4583'STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (SOUTH KINGS
 DD4583'HIGHWAY) AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.7 MILES (2.7 KM)
 DD4583'NORTHEAST OF SURFSIDE BEACH, GO NORTHEAST ALONG US HIGHWAY 17 BUSINESS
 DD4583'FOR 1.25 MILES (2.01 KM) TO THE ENTRANCE TO PIRATELAND CAMP GROUND ON
 DD4583'THE RIGHT, TURN RIGHT ON THE ENTRANCE DRIVE FOR 0.05 MILE (0.08 KM) TO
 DD4583'GUARD BOOTH, CONTINUE AHEAD ON PIRATELAND TRAIL FOR 0.45 MILE (0.72
 DD4583'KM) TO A T-ROAD (OCEAN BOULEVARD) , TURN RIGHT ON OCEAN BOULEVARD FOR
 DD4583'0.2 MILE (0.3 KM) TO THE STATION ON THE LEFT ON THE EXTENDED
 DD4583'CENTERLINE OF UNNAMED ROAD BETWEEN MARKET STREET AND CAPTAIN COOK
 DD4583'TRAIL.  STATION IS DISK ATTACHED TO AN ALUMINUM ALLOY ROD RECESSED 0.1
 DD4583'FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 22.0 FEET (6.7 M) SOUTHEAST OF
 DD4583'THE CENTER OF OCEAN BOULEVARD, 101.0 FEET (30.8 M) SOUTHWEST OF THE
 DD4583'EXTENDED CENTER OF MARKET STREET, 88.0 FEET (26.8 M) EAST NORTHEAST OF
 DD4583'THE EXTENDED CENTER OF CAPTAIN COOK TRAIL, 63.3 FEET (19.3 M) SOUTH OF
 DD4583'A STREET LIGHT POLE NUMBER 62922, 95.5 FEET (29.1 M) SOUTHWEST OF THE
 DD4583'SOUTH CORNER OF THE ENTRANCE STRUCTURE TO A BEACH ACCESS BOARDWALK,
 DD4583'31.3 FEET (9.5 M) NORTHWEST OF A WITNESS POST IN A FENCE LINE A TOP
 DD4583'THE PRIMARY DUNE.  RECOVERED BY C.E.  GEOGHEGAN.
 DD4583
 DD4583                          STATION RECOVERY (2002)
 DD4583
 DD4583'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS)
 DD4583'MARK RECOVERED IN POOR CONDITION.
 DD4583
 DD4583                          STATION RECOVERY (2004)
 DD4583
 DD4583'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4583'MARK RECOVERED IN POOR CONDITION.
 DD4583
 DD4583                          STATION RECOVERY (2005)
 DD4583
 DD4583'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4583'MARK RECOVERED IN POOR CONDITION.
 DD4583
 DD4583                          STATION RECOVERY (2005)
 DD4583
 DD4583'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAS)
 DD4583'RECOVERED IN GOOD CONDITION.
 DD4583
 DD4583                          STATION RECOVERY (2005)
 DD4583
 DD4583'RECOVERY NOTE BY US POWER SQUADRON 2005 (BS)
 DD4583'THIS WAS LAST REPORTED AS IN POOR CONDITION.  IT IS NOW IN GOOD
 DD4583'CONDITION ENCLOSED IN PVC.  THE WITNESS POST IS THERE AND IN GOOD
 DD4583'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0426 ***********************************************************************
 DE0426  DESIGNATION -  524
 DE0426  PID         -  DE0426
 DE0426  STATE/COUNTY-  SC/LEXINGTON
 DE0426  USGS QUAD   -  BARR LAKE (1986)
 DE0426
 DE0426                         *CURRENT SURVEY CONTROL
 DE0426  ___________________________________________________________________
 DE0426* NAD 83(1986)-  33 55 33.     (N)    081 20 33.     (W)     SCALED    
 DE0426* NAVD 88     -       159.625  (meters)     523.70   (feet)  ADJUSTED  
 DE0426  ___________________________________________________________________
 DE0426  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DE0426  DYNAMIC HT  -         159.459 (meters)     523.16  (feet)  COMP
 DE0426  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 DE0426
 DE0426  VERT ORDER  -  FIRST     CLASS II
 DE0426
 DE0426.The horizontal coordinates were scaled from a topographic map and have
 DE0426.an estimated accuracy of +/- 6 seconds.
 DE0426
 DE0426.The orthometric height was determined by differential leveling
 DE0426.and adjusted by the National Geodetic Survey in June 1991..
 DE0426
 DE0426.The geoid height was determined by GEOID03.
 DE0426
 DE0426.The dynamic height is computed by dividing the NAVD 88
 DE0426.geopotential number by the normal gravity value computed on the
 DE0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0426.degrees latitude (g = 980.6199 gals.).
 DE0426
 DE0426.The modeled gravity was interpolated from observed gravity values.
 DE0426
 DE0426;                    North         East    Units  Estimated Accuracy
 DE0426;SPC SC       -   232,100.      577,940.      MT  (+/- 180 meters Scaled)
 DE0426
 DE0426                          SUPERSEDED SURVEY CONTROL
 DE0426
 DE0426  NGVD 29 (??/??/92)  159.841  (m)          524.41   (f) ADJ UNCH    1 2
 DE0426
 DE0426.Superseded values are not recommended for survey control.
 DE0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0426.See file dsdata.txt to determine how the superseded data were derived.
 DE0426
 DE0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT683539(NAD 83)
 DE0426_MARKER: P = PIPE CAP
 DE0426_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0426_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0426_STAMPING: 524 1918
 DE0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0426
 DE0426  HISTORY     - Date     Condition        Report By
 DE0426  HISTORY     - 1918     MONUMENTED       USGS
 DE0426  HISTORY     - 1960     GOOD             NGS
 DE0426  HISTORY     - 1978     GOOD             NGS
 DE0426  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 DE0426  HISTORY     - 20020530 MARK NOT FOUND   SCGS
 DE0426
 DE0426                          STATION DESCRIPTION
 DE0426
 DE0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0426'2.8 MI E FROM GILBERT.
 DE0426'ABOUT 2.85 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 DE0426'AT GILBERT, 0.2 MILE WEST OF MILEPOST 128, 0.2 MILE WEST OF THE
 DE0426'CROSSING OF A GRADED ROAD, AT THE EAST END OF A SMALL CUT, ON THE
 DE0426'INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST,
 DE0426'23 1/2 FEET NORTH OF THE NORTH RAIL, 58 1/2 FEET NORTH-NORTHWEST OF
 DE0426'AND ACROSS THE TRACK FROM THE 7TH. TELEPHONE POLE WEST OF THE ROAD
 DE0426'AND THE 8TH. POLE WEST OF THE MILEPOST, 21 FEET EAST OF THE CENTER
 DE0426'LINE OF A DITCH (FORMERLY A ROAD), ABOUT LEVEL WITH THE TRACK,
 DE0426'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 14 INCHES
 DE0426'ABOVE THE GROUND.
 DE0426
 DE0426                          STATION RECOVERY (1978)
 DE0426
 DE0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE0426'RECOVERED IN GOOD CONDITION.
 DE0426
 DE0426                          STATION RECOVERY (1996)
 DE0426
 DE0426'RECOVERY NOTE BY US POWER SQUADRON 1996
 DE0426'MARK NOT FOUND.
 DE0426
 DE0426                          STATION RECOVERY (2002)
 DE0426
 DE0426'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE0426'NOT RECOVERED, SEARCHED 20 MINUTES WITH NO RESULTS, INSUFFICIENT
 DE0426'MEASUREMENTS.
 DE0426'RECOVERY BY J.B. SMOAK.
 DE0426' 
 DE0426' 
 DE0426' 
 DE0426' 
 DE0426'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3516 ***********************************************************************
 DD3516  DESIGNATION -  5240
 DD3516  PID         -  DD3516
 DD3516  STATE/COUNTY-  SC/HORRY
 DD3516  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3516
 DD3516                         *CURRENT SURVEY CONTROL
 DD3516  ___________________________________________________________________
 DD3516* NAD 83(2001)-  33 38 28.24538(N)    078 56 13.87758(W)     ADJUSTED  
 DD3516* NAVD 88     -         3.41   (+/-2cm)      11.2    (feet)  VERTCON   
 DD3516  ___________________________________________________________________
 DD3516  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DD3516  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3516
 DD3516  HORZ ORDER  -  SECOND
 DD3516  VERT ORDER  -  THIRD ? (See Below)
 DD3516
 DD3516.The horizontal coordinates were established by classical geodetic methods
 DD3516.and adjusted by the National Geodetic Survey in March 2004..
 DD3516
 DD3516.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3516.The vertical order pertains to the NGVD 29 superseded value.
 DD3516
 DD3516.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3516
 DD3516.The geoid height was determined by GEOID03.
 DD3516
 DD3516;                    North         East     Units Scale Factor Converg.
 DD3516;SPC SC       -   202,392.349   800,917.808   MT  0.99979378   +1 08 37.0
 DD3516;SPC SC       -   664,016.89  2,627,683.10   iFT  0.99979378   +1 08 37.0
 DD3516;UTM  17      - 3,724,280.159   691,309.519   MT  1.00005122   +1 08 35.2
 DD3516
 DD3516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3516!SPC SC       -   1.00000492  x   0.99979378  =   0.99979870
 DD3516!UTM  17      -   1.00000492  x   1.00005122  =   1.00005614
 DD3516
 DD3516                          SUPERSEDED SURVEY CONTROL
 DD3516
 DD3516  NAD 83(1986)-  33 38 28.25447(N)    078 56 13.88314(W) AD(       ) 2
 DD3516  NAD 83(1986)-  33 38 28.25239(N)    078 56 13.88363(W) AD(       ) 3
 DD3516  NGVD 29 (11/30/89)    3.72   (m)           12.2    (f) LEVELING    3  
 DD3516
 DD3516.Superseded values are not recommended for survey control.
 DD3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3516.See file dsdata.txt to determine how the superseded data were derived.
 DD3516
 DD3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9131024280(NAD 83)
 DD3516_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3516_SETTING: 0 = UNSPECIFIED SETTING
 DD3516_STAMPING: 5240 1987
 DD3516_MARK LOGO: SCCC  
 DD3516_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3516+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3516
 DD3516  HISTORY     - Date     Condition        Report By
 DD3516  HISTORY     - 1987     MONUMENTED       SCCC
 DD3516  HISTORY     - 19970701 MARK NOT FOUND   SCGS
 DD3516
 DD3516                          STATION DESCRIPTION
 DD3516
 DD3516'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3516'THE STATION IS LOCATED IN THE LONG BAY ESTATES SUBDIVISION AT THE
 DD3516'PUBLIC BEACH ACCESS LOCATED ON THE TOP OF THE PRIMARY DUNE.
 DD3516'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3516'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3516'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (8.9 FT)
 DD3516'NORTHEAST FROM THE NORTH CORNER OF THE WOODEN DECK, (12.9 FT) NORTH
 DD3516'NORTHEAST FROM THE EAST CORNER OF THE WOODEN DECK.
 DD3516
 DD3516                          STATION RECOVERY (1997)
 DD3516
 DD3516'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3516'NOT RECOVERED, NONE OF THE ORIGINAL REFERENCES ARE REMAINING, SEARCHED
 DD3516'15 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4582 ***********************************************************************
 DD4582  DESIGNATION -  5240 B
 DD4582  PID         -  DD4582
 DD4582  STATE/COUNTY-  SC/HORRY
 DD4582  USGS QUAD   -  MYRTLE BEACH (1994)
 DD4582
 DD4582                         *CURRENT SURVEY CONTROL
 DD4582  ___________________________________________________________________
 DD4582* NAD 83(2001)-  33 38 30.10278(N)    078 56 16.15933(W)     ADJUSTED  
 DD4582* NAVD 88     -         1.904  (meters)       6.25   (feet)  ADJUSTED  
 DD4582  ___________________________________________________________________
 DD4582  X           -   1,019,878.628 (meters)                     COMP
 DD4582  Y           -  -5,216,590.079 (meters)                     COMP
 DD4582  Z           -   3,513,410.780 (meters)                     COMP
 DD4582  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DD4582  ELLIP HEIGHT-         -32.82  (meters)          (03/27/03) GPS OBS
 DD4582  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4582  DYNAMIC HT  -           1.902 (meters)       6.24  (feet)  COMP
 DD4582  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 DD4582
 DD4582  HORZ ORDER  -  SECOND
 DD4582  VERT ORDER  -  THIRD
 DD4582  ELLP ORDER  -  FOURTH    CLASS II
 DD4582
 DD4582.The horizontal coordinates were established by GPS observations
 DD4582.and adjusted by the National Geodetic Survey in March 2003..
 DD4582
 DD4582.The orthometric height was determined by differential leveling
 DD4582.and adjusted by the National Geodetic Survey in April 1995..
 DD4582
 DD4582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4582
 DD4582.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4582
 DD4582.The ellipsoidal height was determined by GPS observations
 DD4582.and is referenced to NAD 83.
 DD4582
 DD4582.The geoid height was determined by GEOID03.
 DD4582
 DD4582.The dynamic height is computed by dividing the NAVD 88
 DD4582.geopotential number by the normal gravity value computed on the
 DD4582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4582.degrees latitude (g = 980.6199 gals.).
 DD4582
 DD4582.The modeled gravity was interpolated from observed gravity values.
 DD4582
 DD4582;                    North         East     Units Scale Factor Converg.
 DD4582;SPC SC       -   202,448.379   800,857.890   MT  0.99979377   +1 08 35.8
 DD4582;SPC SC       -   664,200.72  2,627,486.52   iFT  0.99979377   +1 08 35.8
 DD4582;UTM  17      - 3,724,336.204   691,249.586   MT  1.00005094   +1 08 34.0
 DD4582
 DD4582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4582!SPC SC       -   1.00000515  x   0.99979377  =   0.99979892
 DD4582!UTM  17      -   1.00000515  x   1.00005094  =   1.00005609
 DD4582
 DD4582:                Primary Azimuth Mark                     Grid Az
 DD4582:SPC SC       -  5250 B                                   046 11 44.8
 DD4582:UTM  17      -  5250 B                                   046 11 46.6
 DD4582
 DD4582|---------------------------------------------------------------------|
 DD4582| PID    Reference Object                     Distance      Geod. Az  |
 DD4582|                                                           dddmmss.s |
 DD4582| DD4581 5250 B                              452.451 METERS 0472020.6 |
 DD4582|---------------------------------------------------------------------|
 DD4582
 DD4582                          SUPERSEDED SURVEY CONTROL
 DD4582
 DD4582  NAD 83(1995)-  33 38 30.10288(N)    078 56 16.15991(W) AD(       ) 2
 DD4582  ELLIP H (12/20/99)  -32.86   (m)                       GP(       ) 4 1
 DD4582  NAD 83(1986)-  33 38 30.11182(N)    078 56 16.16491(W) AD(       ) 2
 DD4582  NGVD 29 (05/09/91)    2.213  (m)            7.26   (f) ADJUSTED    3 0
 DD4582
 DD4582.Superseded values are not recommended for survey control.
 DD4582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4582.See file dsdata.txt to determine how the superseded data were derived.
 DD4582
 DD4582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9125024336(NAD 83)
 DD4582_MARKER: P = PIPE CAP
 DD4582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD4582_STAMPING: 5240 B 1990
 DD4582_MARK LOGO: SCCC  
 DD4582_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4582+STABILITY: SURFACE MOTION
 DD4582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4582+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD4582
 DD4582  HISTORY     - Date     Condition        Report By
 DD4582  HISTORY     - 1990     MONUMENTED       NGS
 DD4582  HISTORY     - 19970701 GOOD             SCGS
 DD4582  HISTORY     - 20051031 GOOD             USPSQD
 DD4582
 DD4582                          STATION DESCRIPTION
 DD4582
 DD4582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4582'THE STATION IS LOCATED IN THE LONG BAY SUBDIVISION APPROXIMATELY 3.22
 DD4582'KM (2.00 MI) SOUTHWEST OF MYRTLE BEACH AND 3.22 KM (2.00 MI)
 DD4582'NORTHEAST OF SURFSIDE BEACH.  OWNERSHIP--SCHDPT, PRECONSTRUCTION
 DD4582'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD4582'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 544 AND
 DD4582'U.S. HIGHWAY 17 BUSINESS, JUST NORTHEAST OF SURFSIDE BEACH, GO
 DD4582'NORTHEAST ON 17 BUSINESS FOR 2.90 KM (1.80 MI) TO THE INTERSECTION OF
 DD4582'STATE ROAD S-26-256 (DOGWOOD DRIVE) ON THE RIGHT, TURN RIGHT INTO
 DD4582'LONG BAY ESTATES AND GO 0.72 KM (0.45 MI) TO A T JUNCTION WITH
 DD4582'STATE ROAD S-26-257, TURN RIGHT ON STATE ROAD 257 FOR 0.16 KM
 DD4582'(0.10 MI) TO THE MARK ON THE RIGHT.
 DD4582'THE STATION IS A STANDARD SCCC DISK SET ON TOP OF A PREFABRICATED
 DD4582'ALUMINUM PIPE EMBEDDED IN CONCRETE, SURROUNDED BY A 4-IN PVC PIPE
 DD4582'PROJECTING 0.10 M (0.33 FT) .  LOCATED 16.17 M (53.05 FT) NORTHWEST
 DD4582'OF POWER POLE NO. 50183 NEXT TO A TELEPHONE JUNCTION BOX, 5.7 M
 DD4582'(18.7 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD AND 1.8 M
 DD4582'(5.9 FT) NORTHEAST OF THE SOUTHWEST EDGE OF A CONCRETE DRIVEWAY.
 DD4582
 DD4582                          STATION RECOVERY (1997)
 DD4582
 DD4582'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4582'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTHEAST OF SURFSIDE BEACH,
 DD4582'14.85 MILES (23.90 KM) SOUTH SOUTHEAST OF CONWAY. OWNERSHIP--UNKNOWN.
 DD4582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4582'(SOUTH KINGS HIGHWAY) AND STATE HIGHWAY 544 (DICK POND ROAD) , 1.75
 DD4582'MILES (2.82 KM) NORTHEAST OF SURFSIDE BEACH, GO NORTHEAST ALONG US
 DD4582'HIGHWAY 17 FOR 1.7 MILES (2.7 KM) TO THE ENTRANCE TO LONG BAY ESTATES
 DD4582'ON RIGHT (STATE ROAD 256, DOGWOOD DRIVE) , TURN RIGHT ON DOGWOOD DRIVE
 DD4582'FOR 0.45 MILE (0.72 KM) TO A T-JUNCTION (SOUTH OCEAN BOULEVARD) , TURN
 DD4582'RIGHT ON SOUTH OCEAN BOULEVARD FOR 0.1 MILE (0.2 KM) TO THE STATION ON
 DD4582'THE RIGHT NEAR A RAIL FENCE IN THE NORTH ANGLE OF A CONCRETE DRIVEWAY
 DD4582'LEADING TO A VACANT LOT.  STATION IS PIPE MARK WITH CAP RECESSED 0.3
 DD4582'FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 16.8 FEET (5.1 M)
 DD4582'NORTH NORTHWEST OF THE CENTER OF THE ROAD, 5.7 FEET (1.7 M) NORTHEAST
 DD4582'OF THE NORTHEAST EDGE OF A CONCRETE DRIVEWAY, 53.2 FEET (16.2 M) NORTH
 DD4582'NORTHWEST OF POWER POLE NUMBER 50183/30AKS WITH TWO GUY WIRES AND A
 DD4582'SECURITY LIGHT, 95.0 FEET (29.0 M) EAST SOUTHEAST OF THE EAST CORNER
 DD4582'OF THE FRONT PORCH OF A TWO STORY BRICK AND WOOD-SIDED HOUSE NUMBER
 DD4582'4900, 77.4 FEET (23.6 M) WEST SOUTHWEST OF THE SOUTHWEST EDGE OF A
 DD4582'CONCRETE DRIVEWAY LEADING TO HOUSE, NUMBER 4806, 4.7 FEET (1.4 M)
 DD4582'NORTH NORTHEAST OF A WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
 DD4582
 DD4582                          STATION RECOVERY (2005)
 DD4582
 DD4582'RECOVERY NOTE BY US POWER SQUADRON 2005 (BS)
 DD4582'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3517 ***********************************************************************
 DD3517  DESIGNATION -  5250
 DD3517  PID         -  DD3517
 DD3517  STATE/COUNTY-  SC/HORRY
 DD3517  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3517
 DD3517                         *CURRENT SURVEY CONTROL
 DD3517  ___________________________________________________________________
 DD3517* NAD 83(2001)-  33 38 39.42031(N)    078 56 02.42116(W)     ADJUSTED  
 DD3517* NAVD 88     -         2.39   (+/-2cm)       7.8    (feet)  VERTCON   
 DD3517  ___________________________________________________________________
 DD3517  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 DD3517  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3517
 DD3517  HORZ ORDER  -  SECOND
 DD3517  VERT ORDER  -  THIRD ? (See Below)
 DD3517
 DD3517.The horizontal coordinates were established by classical geodetic methods
 DD3517.and adjusted by the National Geodetic Survey in March 2004..
 DD3517
 DD3517.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3517.The vertical order pertains to the NGVD 29 superseded value.
 DD3517
 DD3517.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3517
 DD3517.The geoid height was determined by GEOID03.
 DD3517
 DD3517;                    North         East     Units Scale Factor Converg.
 DD3517;SPC SC       -   202,742.405   801,206.038   MT  0.99979375   +1 08 43.4
 DD3517;SPC SC       -   665,165.37  2,628,628.73   iFT  0.99979375   +1 08 43.4
 DD3517;UTM  17      - 3,724,630.303   691,597.826   MT  1.00005258   +1 08 41.9
 DD3517
 DD3517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3517!SPC SC       -   1.00000508  x   0.99979375  =   0.99979883
 DD3517!UTM  17      -   1.00000508  x   1.00005258  =   1.00005766
 DD3517
 DD3517                          SUPERSEDED SURVEY CONTROL
 DD3517
 DD3517  NAD 83(1986)-  33 38 39.42938(N)    078 56 02.42673(W) AD(       ) 2
 DD3517  NAD 83(1986)-  33 38 39.42783(N)    078 56 02.42717(W) AD(       ) 3
 DD3517  NGVD 29 (11/30/89)    2.70   (m)            8.9    (f) LEVELING    3  
 DD3517
 DD3517.Superseded values are not recommended for survey control.
 DD3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3517.See file dsdata.txt to determine how the superseded data were derived.
 DD3517
 DD3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9159824630(NAD 83)
 DD3517_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3517_SETTING: 0 = UNSPECIFIED SETTING
 DD3517_STAMPING: 5250 1987
 DD3517_MARK LOGO: SCCC  
 DD3517_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3517+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3517
 DD3517  HISTORY     - Date     Condition        Report By
 DD3517  HISTORY     - 1987     MONUMENTED       SCCC
 DD3517
 DD3517                          STATION DESCRIPTION
 DD3517
 DD3517'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3517'THE STATION IS LOCATED IN THE MYRTLE BEACH STATE PARK, (0.42 MI)
 DD3517'SOUTHWEST ALONG THE BEACH FROM THE PIER.
 DD3517'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3517'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3517'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (37.0 FT)
 DD3517'NORTHWEST FROM THE CENTERLINE OF THE PRIMARY DUNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4581 ***********************************************************************
 DD4581  DESIGNATION -  5250 B
 DD4581  PID         -  DD4581
 DD4581  STATE/COUNTY-  SC/HORRY
 DD4581  USGS QUAD   -  MYRTLE BEACH (1994)
 DD4581
 DD4581                         *CURRENT SURVEY CONTROL
 DD4581  ___________________________________________________________________
 DD4581* NAD 83(2001)-  33 38 40.05415(N)    078 56 03.24755(W)     ADJUSTED  
 DD4581* NAVD 88     -         2.665  (meters)       8.74   (feet)  ADJUSTED  
 DD4581  ___________________________________________________________________
 DD4581  X           -   1,020,172.692 (meters)                     COMP
 DD4581  Y           -  -5,216,360.136 (meters)                     COMP
 DD4581  Z           -   3,513,666.441 (meters)                     COMP
 DD4581  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DD4581  ELLIP HEIGHT-         -32.07  (meters)          (03/27/03) GPS OBS
 DD4581  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4581  DYNAMIC HT  -           2.663 (meters)       8.74  (feet)  COMP
 DD4581  MODELED GRAV-     979,607.8   (mgal)                       NAVD 88
 DD4581
 DD4581  HORZ ORDER  -  SECOND
 DD4581  VERT ORDER  -  THIRD
 DD4581  ELLP ORDER  -  FOURTH    CLASS II
 DD4581
 DD4581.The horizontal coordinates were established by GPS observations
 DD4581.and adjusted by the National Geodetic Survey in March 2003..
 DD4581
 DD4581.The orthometric height was determined by differential leveling
 DD4581.and adjusted by the National Geodetic Survey in April 1995..
 DD4581
 DD4581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4581
 DD4581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4581
 DD4581.The ellipsoidal height was determined by GPS observations
 DD4581.and is referenced to NAD 83.
 DD4581
 DD4581.The geoid height was determined by GEOID03.
 DD4581
 DD4581.The dynamic height is computed by dividing the NAVD 88
 DD4581.geopotential number by the normal gravity value computed on the
 DD4581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4581.degrees latitude (g = 980.6199 gals.).
 DD4581
 DD4581.The modeled gravity was interpolated from observed gravity values.
 DD4581
 DD4581;                    North         East     Units Scale Factor Converg.
 DD4581;SPC SC       -   202,761.500   801,184.361   MT  0.99979375   +1 08 42.9
 DD4581;SPC SC       -   665,228.02  2,628,557.61   iFT  0.99979375   +1 08 42.9
 DD4581;UTM  17      - 3,724,649.403   691,576.144   MT  1.00005248   +1 08 41.5
 DD4581
 DD4581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4581!SPC SC       -   1.00000503  x   0.99979375  =   0.99979878
 DD4581!UTM  17      -   1.00000503  x   1.00005248  =   1.00005751
 DD4581
 DD4581:                Primary Azimuth Mark                     Grid Az
 DD4581:SPC SC       -  5240 B                                   226 11 44.8
 DD4581:UTM  17      -  5240 B                                   226 11 46.2
 DD4581
 DD4581|---------------------------------------------------------------------|
 DD4581| PID    Reference Object                     Distance      Geod. Az  |
 DD4581|                                                           dddmmss.s |
 DD4581| DD4582 5240 B                              452.451 METERS 2272027.7 |
 DD4581|---------------------------------------------------------------------|
 DD4581
 DD4581                          SUPERSEDED SURVEY CONTROL
 DD4581
 DD4581  NAD 83(1995)-  33 38 40.05425(N)    078 56 03.24812(W) AD(       ) 2
 DD4581  ELLIP H (12/20/99)  -32.11   (m)                       GP(       ) 4 1
 DD4581  NAD 83(1986)-  33 38 40.06318(N)    078 56 03.25314(W) AD(       ) 2
 DD4581  NGVD 29 (05/09/91)    2.973  (m)            9.75   (f) ADJUSTED    3 0
 DD4581
 DD4581.Superseded values are not recommended for survey control.
 DD4581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4581.See file dsdata.txt to determine how the superseded data were derived.
 DD4581
 DD4581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9157624649(NAD 83)
 DD4581_MARKER: DD = SURVEY DISK
 DD4581_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4581_SP_SET: ALUMINUM ALLOY ROD
 DD4581_STAMPING: 5250 B 1990
 DD4581_MARK LOGO: SCCC  
 DD4581_PROJECTION: PROJECTING 6 CENTIMETERS
 DD4581_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4581+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4581_ROD/PIPE-DEPTH: 5.8  meters
 DD4581
 DD4581  HISTORY     - Date     Condition        Report By
 DD4581  HISTORY     - 1990     MONUMENTED       NGS
 DD4581
 DD4581                          STATION DESCRIPTION
 DD4581
 DD4581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4581'OWNERSHIP--SC DEPARTMENT OF PARKS, MYRTLE BEACH STATE PARK, U.S.
 DD4581'HIGHWAY 17 SOUTH, MYRTLE BEACH, SC 29577, PHONE 803-238-5325.
 DD4581'SUPERINTENDENT--ROBERT R. TURNER (PHONE 803-238-8710).
 DD4581'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4581'AND STATE HIGHWAY 73 (OCEAN BLVD.), AT THE SOUTH END OF MYRTLE BEACH,
 DD4581'GO 0.24 KM (0.15 MI) SOUTHWEST TO THE ENTRANCE TO MYRTLE BEACH STATE
 DD4581'PARK ON THE LEFT, TURN LEFT, SOUTH-SOUTHEAST, ON THE PARK ENTRANCE
 DD4581'ROAD FOR 1.12 KM (0.70 MI) TO A FORK, BEAR RIGHT, SOUTH-SOUTHWEST, ON
 DD4581'THE ROAD FOR 0.24 KM (0.15 MI) TO A GATE AND A PAVED ROAD RIGHT, TURN
 DD4581'RIGHT PASSING THROUGH THE GATE AND GO 0.56 KM (0.35 MI) TO THE END OF
 DD4581'THE PAVED ROAD (A CULDESAC), CONTINUE SOUTHWEST ALONG BEACH FOR 0.16
 DD4581'KM (0.10 MI) TO THE STATION LOCATED BETWEEN THE DUNES AND THE TREE
 DD4581'LINE,  LOCATED 52.7 M (172.9 FT) SOUTHEAST OF THE SOUTHEAST
 DD4581'EDGE OF THE TREE LINE, 33.8 M (110.9 FT) NORTHWEST OF THE TOP OF THE
 DD4581'DUNE, 13.1 M (43.0 FT) EAST OF THE EAST SIDE OF A LONE STAND OF BEACH
 DD4581'SHRUB AND 0.7 M (2.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3518 ***********************************************************************
 DD3518  DESIGNATION -  5260
 DD3518  PID         -  DD3518
 DD3518  STATE/COUNTY-  SC/HORRY
 DD3518  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3518
 DD3518                         *CURRENT SURVEY CONTROL
 DD3518  ___________________________________________________________________
 DD3518* NAD 83(2001)-  33 38 54.40618(N)    078 55 43.20362(W)     ADJUSTED  
 DD3518* NAVD 88     -         3.46   (+/-2cm)      11.4    (feet)  VERTCON   
 DD3518  ___________________________________________________________________
 DD3518  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DD3518  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3518
 DD3518  HORZ ORDER  -  SECOND
 DD3518  VERT ORDER  -  THIRD ? (See Below)
 DD3518
 DD3518.The horizontal coordinates were established by classical geodetic methods
 DD3518.and adjusted by the National Geodetic Survey in March 2004..
 DD3518
 DD3518.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3518.The vertical order pertains to the NGVD 29 superseded value.
 DD3518
 DD3518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3518
 DD3518.The geoid height was determined by GEOID03.
 DD3518
 DD3518;                    North         East     Units Scale Factor Converg.
 DD3518;SPC SC       -   203,213.841   801,691.800   MT  0.99979372   +1 08 54.0
 DD3518;SPC SC       -   666,712.08  2,630,222.44   iFT  0.99979372   +1 08 54.0
 DD3518;UTM  17      - 3,725,101.859   692,083.717   MT  1.00005488   +1 08 53.0
 DD3518
 DD3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3518!SPC SC       -   1.00000491  x   0.99979372  =   0.99979863
 DD3518!UTM  17      -   1.00000491  x   1.00005488  =   1.00005979
 DD3518
 DD3518                          SUPERSEDED SURVEY CONTROL
 DD3518
 DD3518  NAD 83(1986)-  33 38 54.41522(N)    078 55 43.20919(W) AD(       ) 2
 DD3518  NAD 83(1986)-  33 38 54.41415(N)    078 55 43.20982(W) AD(       ) 3
 DD3518  NGVD 29 (11/30/89)    3.77   (m)           12.4    (f) LEVELING    3  
 DD3518
 DD3518.Superseded values are not recommended for survey control.
 DD3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3518.See file dsdata.txt to determine how the superseded data were derived.
 DD3518
 DD3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9208425102(NAD 83)
 DD3518_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3518_SETTING: 0 = UNSPECIFIED SETTING
 DD3518_STAMPING: 5260 1987
 DD3518_MARK LOGO: SCCC  
 DD3518_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3518+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3518
 DD3518  HISTORY     - Date     Condition        Report By
 DD3518  HISTORY     - 1987     MONUMENTED       SCCC
 DD3518  HISTORY     - 19970701 MARK NOT FOUND   SCGS
 DD3518
 DD3518                          STATION DESCRIPTION
 DD3518
 DD3518'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3518'THE STATION IS LOCATED IN THE MYRTLE BEACH STATE PARK AT THE PIER,
 DD3518'LOCATED ON THE LAND SIDE SLOPE OF THE PRIMARY DUNE.
 DD3518'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3518'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3518'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (55.6 FT)
 DD3518'NORTHEAST FROM THE EXISTING C.O.E. SURVEY MARKER 500+00 EL. 10.24,
 DD3518'(34.1 FT) SOUTHEAST FROM THE SOUTH CORNER OF THE PIER BUILDING,
 DD3518'(49.5 FT) SOUTH SOUTHWEST FROM THE CORNER OF THE PIER AT THE BUILDING.
 DD3518
 DD3518                          STATION RECOVERY (1997)
 DD3518
 DD3518'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3518'NOT RECOVERED, POSSIBLY STILL INTACT, PRIMARY DUNE HAS SHIFTED
 DD3518'COVERING THE POINT WHERE MEASUREMENTS LED, SEARCHED 15 MINUTES.
 DD3518'RECOVERY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4580 ***********************************************************************
 DD4580  DESIGNATION -  5260 B
 DD4580  PID         -  DD4580
 DD4580  STATE/COUNTY-  SC/HORRY
 DD4580  USGS QUAD   -  MYRTLE BEACH (1994)
 DD4580
 DD4580                         *CURRENT SURVEY CONTROL
 DD4580  ___________________________________________________________________
 DD4580* NAD 83(2001)-  33 38 54.15003(N)    078 55 44.69640(W)     ADJUSTED  
 DD4580* NAVD 88     -         2.579  (meters)       8.46   (feet)  ADJUSTED  
 DD4580  ___________________________________________________________________
 DD4580  X           -   1,020,595.619 (meters)                     COMP
 DD4580  Y           -  -5,216,032.140 (meters)                     COMP
 DD4580  Z           -   3,514,027.928 (meters)                     COMP
 DD4580  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DD4580  ELLIP HEIGHT-         -32.16  (meters)          (03/27/03) GPS OBS
 DD4580  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4580  DYNAMIC HT  -           2.576 (meters)       8.45  (feet)  COMP
 DD4580  MODELED GRAV-     979,608.8   (mgal)                       NAVD 88
 DD4580
 DD4580  HORZ ORDER  -  SECOND
 DD4580  VERT ORDER  -  THIRD
 DD4580  ELLP ORDER  -  FOURTH    CLASS II
 DD4580
 DD4580.The horizontal coordinates were established by GPS observations
 DD4580.and adjusted by the National Geodetic Survey in March 2003..
 DD4580
 DD4580.The orthometric height was determined by differential leveling
 DD4580.and adjusted by the National Geodetic Survey in April 1995..
 DD4580
 DD4580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4580
 DD4580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4580
 DD4580.The ellipsoidal height was determined by GPS observations
 DD4580.and is referenced to NAD 83.
 DD4580
 DD4580.The geoid height was determined by GEOID03.
 DD4580
 DD4580.The dynamic height is computed by dividing the NAVD 88
 DD4580.geopotential number by the normal gravity value computed on the
 DD4580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4580.degrees latitude (g = 980.6199 gals.).
 DD4580
 DD4580.The modeled gravity was interpolated from observed gravity values.
 DD4580
 DD4580;                    North         East     Units Scale Factor Converg.
 DD4580;SPC SC       -   203,205.182   801,653.509   MT  0.99979372   +1 08 53.2
 DD4580;SPC SC       -   666,683.67  2,630,096.81   iFT  0.99979372   +1 08 53.2
 DD4580;UTM  17      - 3,725,093.198   692,045.416   MT  1.00005470   +1 08 52.2
 DD4580
 DD4580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4580!SPC SC       -   1.00000505  x   0.99979372  =   0.99979877
 DD4580!UTM  17      -   1.00000505  x   1.00005470  =   1.00005975
 DD4580
 DD4580:                Primary Azimuth Mark                     Grid Az
 DD4580:SPC SC       -  5270 B                                   038 32 19.2
 DD4580:UTM  17      -  5270 B                                   038 32 20.2
 DD4580
 DD4580|---------------------------------------------------------------------|
 DD4580| PID    Reference Object                     Distance      Geod. Az  |
 DD4580|                                                           dddmmss.s |
 DD4580| DD4579 5270 B                              APPROX. 0.5 KM 0394112.4 |
 DD4580|---------------------------------------------------------------------|
 DD4580
 DD4580                          SUPERSEDED SURVEY CONTROL
 DD4580
 DD4580  NAD 83(1995)-  33 38 54.15013(N)    078 55 44.69697(W) AD(       ) 2
 DD4580  ELLIP H (12/20/99)  -32.19   (m)                       GP(       ) 4 1
 DD4580  NAD 83(1986)-  33 38 54.15907(N)    078 55 44.70199(W) AD(       ) 2
 DD4580  NGVD 29 (05/09/91)    2.884  (m)            9.46   (f) ADJUSTED    3 0
 DD4580
 DD4580.Superseded values are not recommended for survey control.
 DD4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4580.See file dsdata.txt to determine how the superseded data were derived.
 DD4580
 DD4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9204525093(NAD 83)
 DD4580_MARKER: P = PIPE CAP
 DD4580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD4580_STAMPING: 5260 B 1990
 DD4580_MARK LOGO: SCCC  
 DD4580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4580+STABILITY: SURFACE MOTION
 DD4580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4580+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 DD4580
 DD4580  HISTORY     - Date     Condition        Report By
 DD4580  HISTORY     - 1990     MONUMENTED       NGS
 DD4580  HISTORY     - 19970701 GOOD             SCGS
 DD4580
 DD4580                          STATION DESCRIPTION
 DD4580
 DD4580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4580'OWNERSHIP--SC DEPARTMENT OF PARKS, MYRTLE BEACH STATE PARK, U.S.
 DD4580'HIGHWAY 17 SOUTH, MYRTLE BEACH, SC 29577, PHONE 803-238-5325.
 DD4580'SUPERINTENDENT--ROBERT R. TURNER (PHONE 803-238-8710).
 DD4580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4580'AND STATE HIGHWAY 73 (OCEAN BLVD.), AT THE SOUTH END OF MYRTLE BEACH,
 DD4580'GO 0.24 KM (0.15 MI) SOUTHWEST TO THE ENTRANCE TO MYRTLE BEACH STATE
 DD4580'PARK ON THE LEFT, TURN LEFT, SOUTH-SOUTHEAST, ON THE PARK ENTRANCE
 DD4580'ROAD FOR 0.56 KM (0.35 MI) TO A STOP SIGN, TURN LEFT AND GO 0.32 KM
 DD4580'(0.20 MI) TO A GUARD GATE, CONTINUE AHEAD FOR 0.24 KM (0.15 MI) TO A
 DD4580'FORK, TAKE RIGHT FORK FOR 0.16 KM (0.10 MI) TO A T-ROAD.  TURN RIGHT
 DD4580'ON PAVED ROAD FOR 0.16 KM (0.10 MI) TO THE MARK NEAR THE SOUTHWEST
 DD4580'CORNER OF THE PARKING LOT.
 DD4580'THE STATION IS LOCATED 34.2 M (112.2 FT) WEST OF THE SOUTH CORNER OF
 DD4580'THE PAVILLION, 6.4 M (21.0 FT) EAST-NORTHEAST OF THE SOUTHWEST CORNER
 DD4580'OF THE ASPHALT, 2.1 M (6.9 FT) NORTHWEST OF THE NORTHEAST END OF A
 DD4580'PARK BENCH DRIVEN INTO THE GROUND AND 1.9 M (6.2 FT) NORTHWEST OF A
 DD4580'FIBERGLASS WITNESS POST.
 DD4580
 DD4580                          STATION RECOVERY (1997)
 DD4580
 DD4580'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4580'STATION IS LOCATED 4.05 MILES (6.52 KM) SOUTHWEST OF MYRTLE BEACH,
 DD4580'14.70 MILES (23.66 KM) SOUTH SOUTHEAST OF CONWAY, OWNERSHIP--SC DEPT
 DD4580'OF PARKS, MYRTLE BEACH STATE PARK, US HIGHWAY 17 SOUTH, MYRTLE BEACH,
 DD4580'SC, 29577, SUPERINTENDENT, ROBERT R.  TURNER, PHONE 803-238-8710.  TO
 DD4580'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 BUSINESS
 DD4580'(SOUTH KINGS HIGHWAY) AND STATE HIGHWAY 73 (OCEAN BOULEVARD) , 3.15
 DD4580'MILES (5.07 KM) SOUTHWEST OF MYRTLE BEACH, GO SOUTHWEST ON HIGHWAY 17
 DD4580'BUSINESS FOR 0.95 MILE (1.53 KM) TO THE ENTRANCE TO MYRTLE BEACH STATE
 DD4580'PARK ON THE LEFT, TURN LEFT ON PARK ENTRANCE ROAD FOR 0.55 MILE (0.89
 DD4580'KM) TO A GUARD GATE, CONTINUE AHEAD FOR 0.3 MILE (0.5 KM) TO A FORK,
 DD4580'BEAR RIGHT FOR 0.05 MILE (0.08 KM) TO A T-ROAD, TURN RIGHT FOR 0.05
 DD4580'MILES (0.08 KM) TO THE STATION ON THE LEFT NEAR A WOODEN BENCH AT THE
 DD4580'SOUTH CORNER OF A PARKING LOT.  STATION IS PIPE MARK WITH CAP RECESSED
 DD4580'0.2 FOOT (6.1 CM) LEVEL WITH PARKING LOT, 104.3 FEET (31.8 M)
 DD4580'SOUTHEAST OF THE CENTER OF ROAD, 11.4 FEET (3.5 M) NORTH NORTHEAST OF
 DD4580'THE WEST CORNER OF THE BENCH, 12.8 FEET (3.9 M) EAST OF THE EAST
 DD4580'CORNER OF THE FIRST CONCRETE PARKING BARRICADE, 106.5 FEET (32.5 M)
 DD4580'WEST SOUTHWEST OF THE WEST CORNER OF THE PAVILION, 29.1 FEET (8.9 M)
 DD4580'WEST OF THE SOUTHWEST LEG OF A WARNING SIGN TO SURFERS, 9.6 FEET (2.9
 DD4580'M) NORTHWEST OF A WITNESS POST AT WEST CORNER OF BENCH. RECOVERED BY
 DD4580'C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3519 ***********************************************************************
 DD3519  DESIGNATION -  5270
 DD3519  PID         -  DD3519
 DD3519  STATE/COUNTY-  SC/HORRY
 DD3519  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3519
 DD3519                         *CURRENT SURVEY CONTROL
 DD3519  ___________________________________________________________________
 DD3519* NAD 83(2001)-  33 39 06.75533(N)    078 55 29.53399(W)     ADJUSTED  
 DD3519* NAVD 88     -         3.61   (+/-2cm)      11.8    (feet)  VERTCON   
 DD3519  ___________________________________________________________________
 DD3519  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 DD3519  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3519
 DD3519  HORZ ORDER  -  SECOND
 DD3519  VERT ORDER  -  THIRD ? (See Below)
 DD3519
 DD3519.The horizontal coordinates were established by classical geodetic methods
 DD3519.and adjusted by the National Geodetic Survey in March 2004..
 DD3519
 DD3519.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3519.The vertical order pertains to the NGVD 29 superseded value.
 DD3519
 DD3519.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3519
 DD3519.The geoid height was determined by GEOID03.
 DD3519
 DD3519;                    North         East     Units Scale Factor Converg.
 DD3519;SPC SC       -   203,601.228   802,036.254   MT  0.99979370   +1 09 01.6
 DD3519;SPC SC       -   667,983.03  2,631,352.54   iFT  0.99979370   +1 09 01.6
 DD3519;UTM  17      - 3,725,489.346   692,428.263   MT  1.00005652   +1 09 01.0
 DD3519
 DD3519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3519!SPC SC       -   1.00000489  x   0.99979370  =   0.99979858
 DD3519!UTM  17      -   1.00000489  x   1.00005652  =   1.00006141
 DD3519
 DD3519                          SUPERSEDED SURVEY CONTROL
 DD3519
 DD3519  NAD 83(1986)-  33 39 06.76436(N)    078 55 29.53956(W) AD(       ) 2
 DD3519  NAD 83(1986)-  33 39 06.76365(N)    078 55 29.54029(W) AD(       ) 3
 DD3519  NGVD 29 (11/30/89)    3.92   (m)           12.9    (f) LEVELING    3  
 DD3519
 DD3519.Superseded values are not recommended for survey control.
 DD3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3519.See file dsdata.txt to determine how the superseded data were derived.
 DD3519
 DD3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9242825489(NAD 83)
 DD3519_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3519_SETTING: 0 = UNSPECIFIED SETTING
 DD3519_STAMPING: 5270 1987
 DD3519_MARK LOGO: SCCC  
 DD3519_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3519+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3519
 DD3519  HISTORY     - Date     Condition        Report By
 DD3519  HISTORY     - 1987     MONUMENTED       SCCC
 DD3519
 DD3519                          STATION DESCRIPTION
 DD3519
 DD3519'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3519'THE STATION IS LOCATED IN THE MYRTLE BEACH STATE PARK, APPROXIMATELY
 DD3519'(0.3 MI) NORTHEAST ALONG THE BEACH FROM THE PIER, LOCATED NEAR THE
 DD3519'SWIMMING POOL, ON THE TOP OF THE PRIMARY DUNE.
 DD3519'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3519'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3519'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (56.1 FT)
 DD3519'SOUTHEAST FROM THE WOODEN SHOWER, (53.4 FT) EAST SOUTHEAST FROM THE
 DD3519'PALMETTO TREE, (37.8 FT) EAST NORTHEAST FROM THE WOODEN SHOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4579 ***********************************************************************
 DD4579  DESIGNATION -  5270 B
 DD4579  PID         -  DD4579
 DD4579  STATE/COUNTY-  SC/HORRY
 DD4579  USGS QUAD   -  MYRTLE BEACH (1994)
 DD4579
 DD4579                         *CURRENT SURVEY CONTROL
 DD4579  ___________________________________________________________________
 DD4579* NAD 83(2001)-  33 39 07.67666(N)    078 55 31.27436(W)     ADJUSTED  
 DD4579* NAVD 88     -         5.173  (meters)      16.97   (feet)  ADJUSTED  
 DD4579  ___________________________________________________________________
 DD4579  X           -   1,020,891.090 (meters)                     COMP
 DD4579  Y           -  -5,215,741.209 (meters)                     COMP
 DD4579  Z           -   3,514,376.289 (meters)                     COMP
 DD4579  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 DD4579  ELLIP HEIGHT-         -29.56  (meters)          (03/27/03) GPS OBS
 DD4579  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4579  DYNAMIC HT  -           5.168 (meters)      16.96  (feet)  COMP
 DD4579  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DD4579
 DD4579  HORZ ORDER  -  SECOND
 DD4579  VERT ORDER  -  THIRD
 DD4579  ELLP ORDER  -  FOURTH    CLASS II
 DD4579
 DD4579.The horizontal coordinates were established by GPS observations
 DD4579.and adjusted by the National Geodetic Survey in March 2003..
 DD4579
 DD4579.The orthometric height was determined by differential leveling
 DD4579.and adjusted by the National Geodetic Survey in April 1995..
 DD4579
 DD4579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4579
 DD4579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4579
 DD4579.The ellipsoidal height was determined by GPS observations
 DD4579.and is referenced to NAD 83.
 DD4579
 DD4579.The geoid height was determined by GEOID03.
 DD4579
 DD4579.The dynamic height is computed by dividing the NAVD 88
 DD4579.geopotential number by the normal gravity value computed on the
 DD4579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4579.degrees latitude (g = 980.6199 gals.).
 DD4579
 DD4579.The modeled gravity was interpolated from observed gravity values.
 DD4579
 DD4579;                    North         East     Units Scale Factor Converg.
 DD4579;SPC SC       -   203,628.702   801,990.859   MT  0.99979370   +1 09 00.7
 DD4579;SPC SC       -   668,073.17  2,631,203.61   iFT  0.99979370   +1 09 00.7
 DD4579;UTM  17      - 3,725,516.828   692,382.856   MT  1.00005630   +1 09 00.1
 DD4579
 DD4579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4579!SPC SC       -   1.00000464  x   0.99979370  =   0.99979834
 DD4579!UTM  17      -   1.00000464  x   1.00005630  =   1.00006094
 DD4579
 DD4579:                Primary Azimuth Mark                     Grid Az
 DD4579:SPC SC       -  5260 B                                   218 32 19.1
 DD4579:UTM  17      -  5260 B                                   218 32 19.7
 DD4579
 DD4579|---------------------------------------------------------------------|
 DD4579| PID    Reference Object                     Distance      Geod. Az  |
 DD4579|                                                           dddmmss.s |
 DD4579| DD4580 5260 B                              APPROX. 0.5 KM 2194119.8 |
 DD4579|---------------------------------------------------------------------|
 DD4579
 DD4579                          SUPERSEDED SURVEY CONTROL
 DD4579
 DD4579  NAD 83(1995)-  33 39 07.67676(N)    078 55 31.27493(W) AD(       ) 2
 DD4579  ELLIP H (12/20/99)  -29.59   (m)                       GP(       ) 4 1
 DD4579  NAD 83(1986)-  33 39 07.68571(N)    078 55 31.27995(W) AD(       ) 2
 DD4579  NGVD 29 (05/09/91)    5.478  (m)           17.97   (f) ADJUSTED    3 0
 DD4579
 DD4579.Superseded values are not recommended for survey control.
 DD4579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4579.See file dsdata.txt to determine how the superseded data were derived.
 DD4579
 DD4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9238325517(NAD 83)
 DD4579_MARKER: DD = SURVEY DISK
 DD4579_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4579_SP_SET: ALUMINUM ALLOY ROD
 DD4579_STAMPING: 5270 B 1990
 DD4579_MARK LOGO: SCCC  
 DD4579_PROJECTION: PROJECTING 5 CENTIMETERS
 DD4579_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4579+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4579_ROD/PIPE-DEPTH: 9.1  meters
 DD4579
 DD4579  HISTORY     - Date     Condition        Report By
 DD4579  HISTORY     - 1990     MONUMENTED       NGS
 DD4579
 DD4579                          STATION DESCRIPTION
 DD4579
 DD4579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4579'OWNERSHIP--SC DEPARTMENT OF PARKS, MYRTLE BEACH STATE PARK, U.S.
 DD4579'HIGHWAY 17 SOUTH, MYRTLE BEACH, SC 29577, PHONE 803-238-5325.
 DD4579'SUPERINTENDENT--ROBERT R. TURNER (PHONE 803-238-8710).
 DD4579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4579'AND STATE HIGHWAY 73 (OCEAN BLVD.), AT THE SOUTH END OF MYRTLE BEACH,
 DD4579'GO 0.24 KM (0.15 MI) SOUTHWEST TO THE ENTRANCE TO MYRTLE BEACH STATE
 DD4579'PARK ON THE LEFT, TURN LEFT, SOUTH-SOUTHEAST, ON THE PARK ENTRANCE
 DD4579'ROAD FOR 0.56 KM (0.35 MI) TO A STOP SIGN, TURN LEFT FOR 0.32 KM
 DD4579'(0.20 MI) TO A GUARD GATE.  CONTINUE AHEAD FOR 0.24 KM (0.15 MI) TO A
 DD4579'FORK.  BEAR LEFT, NORTHEAST, ON THE ROAD FOR 0.48 KM (0.30 MI) TO
 DD4579'WOODEN GATE ON THE RIGHT AT A NO PETS ALLOWED SIGN AND A BEACH ACCESS
 DD4579'ROAD TO A SWIMMING POOL.  TURN RIGHT, SOUTHWEST, AND PASS THROUGH THE
 DD4579'GATE TO THE SOUTHWEST SIDE OF THE SANDY MOUND AROUND THE POOL AREA
 DD4579'AND THE STATION ON TOP OF THE MOUND ON THE SOUTHWEST SIDE OF THE
 DD4579'CHAIN LINK FENCE AROUND THE POOL.
 DD4579'THE STATION IS LOCATED 8.75 M (28.71 FT) EAST OF A LAMP POST, 0.8 M
 DD4579'(2.6 FT) SOUTHWEST OF THE CHAIN LINK FENCE AND 0.7 M (2.3 FT)
 DD4579'SOUTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0422 ***********************************************************************
 DE0422  DESIGNATION -  528 RESET
 DE0422  PID         -  DE0422
 DE0422  STATE/COUNTY-  SC/LEXINGTON
 DE0422  USGS QUAD   -  GILBERT (1986)
 DE0422
 DE0422                         *CURRENT SURVEY CONTROL
 DE0422  ___________________________________________________________________
 DE0422* NAD 83(1986)-  33 55 30.     (N)    081 23 35.     (W)     SCALED    
 DE0422* NAVD 88     -       160.869  (meters)     527.78   (feet)  ADJUSTED  
 DE0422  ___________________________________________________________________
 DE0422  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DE0422  DYNAMIC HT  -         160.702 (meters)     527.24  (feet)  COMP
 DE0422  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 DE0422
 DE0422  VERT ORDER  -  FIRST     CLASS II
 DE0422
 DE0422.The horizontal coordinates were scaled from a topographic map and have
 DE0422.an estimated accuracy of +/- 6 seconds.
 DE0422
 DE0422.The orthometric height was determined by differential leveling
 DE0422.and adjusted by the National Geodetic Survey in June 1991..
 DE0422
 DE0422.The geoid height was determined by GEOID03.
 DE0422
 DE0422.The dynamic height is computed by dividing the NAVD 88
 DE0422.geopotential number by the normal gravity value computed on the
 DE0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0422.degrees latitude (g = 980.6199 gals.).
 DE0422
 DE0422.The modeled gravity was interpolated from observed gravity values.
 DE0422
 DE0422;                    North         East    Units  Estimated Accuracy
 DE0422;SPC SC       -   232,030.      573,260.      MT  (+/- 180 meters Scaled)
 DE0422
 DE0422                          SUPERSEDED SURVEY CONTROL
 DE0422
 DE0422  NGVD 29 (??/??/92)  161.088  (m)          528.50   (f) ADJ UNCH    1 2
 DE0422
 DE0422.Superseded values are not recommended for survey control.
 DE0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0422.See file dsdata.txt to determine how the superseded data were derived.
 DE0422
 DE0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT636539(NAD 83)
 DE0422_MARKER: P = PIPE CAP
 DE0422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0422_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0422_STAMPING: PRIM TRAV STA NO 48 528 1918 H
 DE0422_MARK LOGO: USGS  
 DE0422_PROJECTION: FLUSH
 DE0422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE0422+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 DE0422
 DE0422  HISTORY     - Date     Condition        Report By
 DE0422  HISTORY     - 1934     MONUMENTED       USGS
 DE0422  HISTORY     - 1960     GOOD             NGS
 DE0422  HISTORY     - 1978     MARK NOT FOUND   NGS
 DE0422  HISTORY     - 19930608 GOOD             SCGS
 DE0422  HISTORY     - 20020529 GOOD             SCGS
 DE0422
 DE0422                          STATION DESCRIPTION
 DE0422
 DE0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0422'AT GILBERT.
 DE0422'AT GILBERT, ALONG THE SOUTHERN RAILWAY, ABOUT 9 RAILS WEST OF MILEPOST
 DE0422'131, 44 FEET NORTHWEST OF AND ACROSS THE TRACK FROM THE NORTHEAST
 DE0422'CORNER OF THE STATION, 7 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK,
 DE0422'114 FEET WEST OF THE CENTER LINE OF MAIN STREET, 20 FEET NORTH OF
 DE0422'AND ACROSS THE SIDE TRACK FROM THE NORTH RAIL OF THE MAIN TRACK,
 DE0422'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND RIVETED ON TOP
 DE0422'OF A 3 1/2-INCH IRON PIPE PROJECTING 2 INCHES.  NOTE-- THE MARK IS
 DE0422'NOW CONSIDERED TO BE IN A POOR LOCATION.
 DE0422
 DE0422                          STATION RECOVERY (1978)
 DE0422
 DE0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE0422'MARK NOT FOUND.
 DE0422
 DE0422                          STATION RECOVERY (1993)
 DE0422
 DE0422'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 DE0422'STATION IS LOCATED IN GILBERT. OWNERSHIP--SCDOT, DIRECTOR OF
 DE0422'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE0422'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (AUGUSTA
 DE0422'HIGHWAY) AND STATE HIGHWAY 23 (LEESVILLE AVENUE), 1.2 MILES (1.9 KM)
 DE0422'EAST NORTHEAST OF LEESVILLE, GO NORTHEAST ON HIGHWAY 1 FOR 2.65 MILES
 DE0422'(4.26 KM) TO THE JUNCTION OF STATE ROAD 31 (WEST HAMPTON ROAD), TURN
 DE0422'RIGHT ON ROAD 31 FOR 4.0 MILES (6.4 KM) TO THE JUNCTION OF STATE ROAD
 DE0422'24 (MAIN STREET), TURN LEFT ON ROAD 24 FOR 0.05 MILE (0.08 KM) TO THE
 DE0422'STATION ON THE LEFT NEAR A RAILROAD SIDETRACK. STATION IS A PIPE CAP
 DE0422'ATTACHED TO AN IRON PIPE FLUSH WITH THE GROUND AND 2.7 FEET (0.8 M)
 DE0422'BELOW THE MAIN TRACK, 158.5 FEET (48.3 M) NORTHWEST OF BENCH MARK R
 DE0422'52, 114.4 FEET (34.9 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 20.2
 DE0422'FEET (6.2 M) NORTH NORTHEAST OF THE NORTH RAIL OF THE MAIN TRACK, 6.8
 DE0422'FEET (2.1 M) NORTH NORTHEAST OF THE NORTH RAIL OF THE SIDETRACK, 116.7
 DE0422'FEET (35.6 M) NORTH OF A POWER POLE NUMBER 32175 WITH A GUY WIRE AND A
 DE0422'SECURITY LIGHT, 155.1 FEET (47.3 M) NORTH NORTHEAST OF THE NORTHEAST
 DE0422'CORNER OF A 3-STALL METAL BUILDING (GILBERT FIRE DEPARTMENT), 153.2
 DE0422'FEET (46.7 M) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 DE0422'PAVILLION BEHIND THE FIRE DEPARTMENT. RECOVERED BY C.E. GEOGHEGAN.
 DE0422
 DE0422                          STATION RECOVERY (2002)
 DE0422
 DE0422'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE0422'STATION IS LOCATED IN GILBERT, 9.8 MILES WEST SOUTHWEST OF LEXINGTON.
 DE0422'OWNERSHIP--RAILROAD RIGHT OF WAY. TO REACH THE STATION FROM THE
 DE0422'JUNCTION OF U.S. HIGHWAY 1 (AUGUSTA HIGHWAY)  AND STATE HIGHWAY 23,
 DE0422'1.4 MILES EAST NORTHEAST OF LEESVILLE, GO NORTHEAST ON  HIGHWAY 1 FOR
 DE0422'2.6 MILES TO THE JUNCTION OF STATE ROAD 31 (OLD FIELD ROAD LEFT  AND
 DE0422'WEST HAMPTON ROAD RIGHT), TURN RIGHT ON ROAD 31 FOR 4.0 MILES TO THE
 DE0422'JUNCTION OF STATE ROAD 24 (MAIN STREET), TURN LEFT ON ROAD 24 FOR 0.05
 DE0422'MILE TO  THE STATION ON THE LEFT ON THE NORTH SIDE OF A SET OF
 DE0422'RAILROAD TRACKS. STATION IS A PIPE CAP ATTACHED TO A PIPE FLUSH WITH
 DE0422'THE GROUND AND 1.5 FEET  BELOW THE MAIN TRACK, 40.4 FEET WEST OF THE
 DE0422'NORTH END OF A 3.0-FOOT CONCRETE  PIPE CULVERT BENEATH THE TRACKS,
 DE0422'114.4 FEET WEST NORTHWEST OF THE CENTER OF ROAD 24,  19.9 FEET NORTH
 DE0422'NORTHEAST OF THE NORTH RAIL OF THE MAIN SET OF TRACKS, 6.7 FEET  NORTH
 DE0422'NORTHEAST OF THE NORTH RAIL OF A SIDE TRACK, 116.8 FEET NORTH OF A
 DE0422'POWER POLE NUMBER 32175 WITH GUY WIRE AND A STREET LIGHT, 54.5 FEET
 DE0422'NORTH OF A  BURIED FIBER OPTIC CABLE WARNING POST NUMBER 13103
 DE0422'PROJECTING 4.5-FOOT, 82.2  FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DE0422'METAL RAILROAD CONTROL SHED. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3520 ***********************************************************************
 DD3520  DESIGNATION -  5280
 DD3520  PID         -  DD3520
 DD3520  STATE/COUNTY-  SC/HORRY
 DD3520  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3520
 DD3520                         *CURRENT SURVEY CONTROL
 DD3520  ___________________________________________________________________
 DD3520* NAD 83(2001)-  33 39 24.55210(N)    078 55 08.41092(W)     ADJUSTED  
 DD3520* NAVD 88     -         3.70   (+/-2cm)      12.1    (feet)  VERTCON   
 DD3520  ___________________________________________________________________
 DD3520  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 DD3520  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3520
 DD3520  HORZ ORDER  -  SECOND
 DD3520  VERT ORDER  -  THIRD ? (See Below)
 DD3520
 DD3520.The horizontal coordinates were established by classical geodetic methods
 DD3520.and adjusted by the National Geodetic Survey in March 2004..
 DD3520
 DD3520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3520.The vertical order pertains to the NGVD 29 superseded value.
 DD3520
 DD3520.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3520
 DD3520.The geoid height was determined by GEOID03.
 DD3520
 DD3520;                    North         East     Units Scale Factor Converg.
 DD3520;SPC SC       -   204,160.264   802,569.264   MT  0.99979368   +1 09 13.3
 DD3520;SPC SC       -   669,817.14  2,633,101.26   iFT  0.99979368   +1 09 13.3
 DD3520;UTM  17      - 3,726,048.529   692,961.415   MT  1.00005905   +1 09 13.3
 DD3520
 DD3520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3520!SPC SC       -   1.00000487  x   0.99979368  =   0.99979855
 DD3520!UTM  17      -   1.00000487  x   1.00005905  =   1.00006392
 DD3520
 DD3520                          SUPERSEDED SURVEY CONTROL
 DD3520
 DD3520  NAD 83(1986)-  33 39 24.56109(N)    078 55 08.41650(W) AD(       ) 2
 DD3520  NAD 83(1986)-  33 39 24.56077(N)    078 55 08.41734(W) AD(       ) 3
 DD3520  NGVD 29 (11/30/89)    4.01   (m)           13.2    (f) LEVELING    3  
 DD3520
 DD3520.Superseded values are not recommended for survey control.
 DD3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3520.See file dsdata.txt to determine how the superseded data were derived.
 DD3520
 DD3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9296126049(NAD 83)
 DD3520_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3520_SETTING: 0 = UNSPECIFIED SETTING
 DD3520_STAMPING: 5280 1987
 DD3520_MARK LOGO: SCCC  
 DD3520_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3520+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3520
 DD3520  HISTORY     - Date     Condition        Report By
 DD3520  HISTORY     - 1987     MONUMENTED       SCCC
 DD3520  HISTORY     - 19970701 MARK NOT FOUND   SCGS
 DD3520
 DD3520                          STATION DESCRIPTION
 DD3520
 DD3520'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3520'THE STATION IS LOCATED IN MYRTLE BEACH AT SPRINGMAID BEACH PIER ON TOP
 DD3520'OF THE PRIMARY DUNE.
 DD3520'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE
 DD3520'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3520'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (75.7 FT) EAST
 DD3520'SOUTHEAST FROM THE NORTH CORNER OF BUILDING-M, (129.2 FT) SOUTH
 DD3520'SOUTHWEST FROM THE SOUTH CORNER OF THE PIER BUILDING, (25.8 FT) NORTH
 DD3520'NORTHWEST FROM THE CORNER OF THE WOODEN WALKWAY.
 DD3520
 DD3520                          STATION RECOVERY (1997)
 DD3520
 DD3520'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3520'NOT RECOVERED, STATION PRESUMED DESTROYED DUE TO CONSTRUCTION AND
 DD3520'HURRICANE HUGO, SEARCHED 15 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4578 ***********************************************************************
 DD4578  DESIGNATION -  5280 B
 DD4578  PID         -  DD4578
 DD4578  STATE/COUNTY-  SC/HORRY
 DD4578  USGS QUAD   -  MYRTLE BEACH (1994)
 DD4578
 DD4578                         *CURRENT SURVEY CONTROL
 DD4578  ___________________________________________________________________
 DD4578* NAD 83(2001)-  33 39 24.50349(N)    078 55 09.12102(W)     ADJUSTED  
 DD4578* NAVD 88     -         2.090  (meters)       6.86   (feet)  ADJUSTED  
 DD4578  ___________________________________________________________________
 DD4578  X           -   1,021,395.558 (meters)                     COMP
 DD4578  Y           -  -5,215,347.074 (meters)                     COMP
 DD4578  Z           -   3,514,806.128 (meters)                     COMP
 DD4578  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 DD4578  ELLIP HEIGHT-         -32.63  (meters)          (03/27/03) GPS OBS
 DD4578  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4578  DYNAMIC HT  -           2.088 (meters)       6.85  (feet)  COMP
 DD4578  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 DD4578
 DD4578  HORZ ORDER  -  SECOND
 DD4578  VERT ORDER  -  THIRD
 DD4578  ELLP ORDER  -  FOURTH    CLASS II
 DD4578
 DD4578.The horizontal coordinates were established by GPS observations
 DD4578.and adjusted by the National Geodetic Survey in March 2003..
 DD4578
 DD4578.The orthometric height was determined by differential leveling
 DD4578.and adjusted by the National Geodetic Survey in April 1995..
 DD4578
 DD4578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4578
 DD4578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4578
 DD4578.The ellipsoidal height was determined by GPS observations
 DD4578.and is referenced to NAD 83.
 DD4578
 DD4578.The geoid height was determined by GEOID03.
 DD4578
 DD4578.The dynamic height is computed by dividing the NAVD 88
 DD4578.geopotential number by the normal gravity value computed on the
 DD4578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4578.degrees latitude (g = 980.6199 gals.).
 DD4578
 DD4578.The modeled gravity was interpolated from observed gravity values.
 DD4578
 DD4578;                    North         East     Units Scale Factor Converg.
 DD4578;SPC SC       -   204,158.398   802,551.006   MT  0.99979368   +1 09 12.9
 DD4578;SPC SC       -   669,811.02  2,633,041.36   iFT  0.99979368   +1 09 12.9
 DD4578;UTM  17      - 3,726,046.663   692,943.152   MT  1.00005896   +1 09 12.9
 DD4578
 DD4578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4578!SPC SC       -   1.00000512  x   0.99979368  =   0.99979880
 DD4578!UTM  17      -   1.00000512  x   1.00005896  =   1.00006408
 DD4578
 DD4578|---------------------------------------------------------------------|
 DD4578| PID    Reference Object                     Distance      Geod. Az  |
 DD4578|                                                           dddmmss.s |
 DD4578| DD0842 BOURBON RESET                       365.239 METERS 02753     |
 DD4578|---------------------------------------------------------------------|
 DD4578
 DD4578                          SUPERSEDED SURVEY CONTROL
 DD4578
 DD4578  NAD 83(1995)-  33 39 24.50360(N)    078 55 09.12159(W) AD(       ) 2
 DD4578  ELLIP H (12/20/99)  -32.67   (m)                       GP(       ) 4 1
 DD4578  NAD 83(1986)-  33 39 24.51255(N)    078 55 09.12659(W) AD(       ) 2
 DD4578  NGVD 29 (05/09/91)    2.393  (m)            7.85   (f) ADJUSTED    3 0
 DD4578
 DD4578.Superseded values are not recommended for survey control.
 DD4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4578.See file dsdata.txt to determine how the superseded data were derived.
 DD4578
 DD4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9294326047(NAD 83)
 DD4578_MARKER: DD = SURVEY DISK
 DD4578_SETTING: 0 = UNSPECIFIED SETTING
 DD4578_STAMPING: 5280 B 1990
 DD4578_MARK LOGO: SCCC  
 DD4578_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4578+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4578
 DD4578  HISTORY     - Date     Condition        Report By
 DD4578  HISTORY     - 1990     MONUMENTED       NGS
 DD4578  HISTORY     - 19970701 MARK NOT FOUND   SCGS
 DD4578
 DD4578                          STATION DESCRIPTION
 DD4578
 DD4578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4578'THE STATION IS LOCATED IN SPRINGMAID BEACH, JUST SOUTH OF THE MYRTLE
 DD4578'BEACH CITY LIMITS.  OWNERSHIP--LEROY SPRINGS AND CO., P.O. BOX 423,
 DD4578'MYRTLE BEACH, SC 29577, PHONE 803-238-5189, MANAGER--BRUCE T. RUSH.
 DD4578'TO REACH THE STATION FROM THE SOUTHWEST INTERSECTION OF U.S. 17
 DD4578'BUSINESS AND STATE HIGHWAY 73 (OCEAN BLVD.), GO 0.89 KM (0.55 MI) ON
 DD4578'OCEAN BLVD. TO THE JUNCTION OF STATE ROAD S-26-28, TURN RIGHT AND GO
 DD4578'SOUTHEAST AND THEN SOUTHWEST ON STATE ROAD 28 FOR 0.40 KM (0.25 MI)
 DD4578'TO A DRIVEWAY ON LEFT, GO LEFT THROUGH ENTRANCE WAY AND BEAR LEFT
 DD4578'PASSING BETWEEN BUILDINGS TOWARD ATLANTIC OCEAN, BEAR LEFT AGAIN
 DD4578'FOLLOWING SIDEWALK FOR APPROXIMATELY 60.96 M (200.00 FT) TO MARK ON
 DD4578'LEFT BETWEEN TWO CONCRETE PADS FOR SHUFFLEBOARD BEHIND BUILDING M.
 DD4578'THE STATION IS A STANDARD SCCC DISK SET ON TOP OF A PREFABRICATED
 DD4578'ALUMINUM PIPE, EMBEDDED IN CONCRETE, SURROUNDED BY A 4-IN PVC PIPE,
 DD4578'AND FLUSH WITH THE GROUND.  LOCATED 12.15 M (39.86 FT)
 DD4578'NORTH-NORTHEAST OF THE NORTH-NORTHEAST OF TWO PALM TREES, 11.75 M
 DD4578'(38.55 FT) SOUTH OF THE SOUTH CORNER OF BUILDING M, 6.15 M
 DD4578'(20.18 FT) EAST OF A PALM TREE AND 1.5 M (4.9 FT) SOUTH OF THE
 DD4578'EASTERN CORNER OF THE NORTHERN MOST SHUFFLEBOARD PAD.
 DD4578
 DD4578                          STATION RECOVERY (1997)
 DD4578
 DD4578'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4578'NOT RECOVERED, PRESUMED DESTROYED DUE TO CONSTRUCTION AND AFTERMATH OF
 DD4578'HURRICAN HUGO, SEARCHED 40 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3521 ***********************************************************************
 DD3521  DESIGNATION -  5300
 DD3521  PID         -  DD3521
 DD3521  STATE/COUNTY-  SC/HORRY
 DD3521  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3521
 DD3521                         *CURRENT SURVEY CONTROL
 DD3521  ___________________________________________________________________
 DD3521* NAD 83(2001)-  33 39 42.87440(N)    078 54 54.93533(W)     ADJUSTED  
 DD3521* NAVD 88     -         2.90   (+/-2cm)       9.5    (feet)  VERTCON   
 DD3521  ___________________________________________________________________
 DD3521  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DD3521  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3521
 DD3521  HORZ ORDER  -  SECOND
 DD3521  VERT ORDER  -  THIRD ? (See Below)
 DD3521
 DD3521.The horizontal coordinates were established by classical geodetic methods
 DD3521.and adjusted by the National Geodetic Survey in March 2004..
 DD3521
 DD3521.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3521.The vertical order pertains to the NGVD 29 superseded value.
 DD3521
 DD3521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3521
 DD3521.The geoid height was determined by GEOID03.
 DD3521
 DD3521;                    North         East     Units Scale Factor Converg.
 DD3521;SPC SC       -   204,731.539   802,904.939   MT  0.99979367   +1 09 20.8
 DD3521;SPC SC       -   671,691.40  2,634,202.56   iFT  0.99979367   +1 09 20.8
 DD3521;UTM  17      - 3,726,619.957   693,297.178   MT  1.00006065   +1 09 21.3
 DD3521
 DD3521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3521!SPC SC       -   1.00000500  x   0.99979367  =   0.99979867
 DD3521!UTM  17      -   1.00000500  x   1.00006065  =   1.00006565
 DD3521
 DD3521                          SUPERSEDED SURVEY CONTROL
 DD3521
 DD3521  NAD 83(1986)-  33 39 42.88338(N)    078 54 54.94091(W) AD(       ) 2
 DD3521  NAD 83(1986)-  33 39 42.88333(N)    078 54 54.94177(W) AD(       ) 3
 DD3521  NGVD 29 (11/30/89)    3.21   (m)           10.5    (f) LEVELING    3  
 DD3521
 DD3521.Superseded values are not recommended for survey control.
 DD3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3521.See file dsdata.txt to determine how the superseded data were derived.
 DD3521
 DD3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9329726620(NAD 83)
 DD3521_MARKER: DD = SURVEY DISK
 DD3521_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3521_SP_SET: SIDEWALK
 DD3521_STAMPING: 5300 1987
 DD3521_MARK LOGO: SCCC  
 DD3521_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3521+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3521
 DD3521  HISTORY     - Date     Condition        Report By
 DD3521  HISTORY     - 1987     MONUMENTED       SCCC
 DD3521  HISTORY     - 19970701 GOOD             SCGS
 DD3521
 DD3521                          STATION DESCRIPTION
 DD3521
 DD3521'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3521'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH IN THE NORTH
 DD3521'QUADRANT OF THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY NUMBER 73)
 DD3521'AND 29TH AVENUE SOUTH.
 DD3521'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN CONCRETE
 DD3521'SIDEWALK, (20.7 FT) SOUTH SOUTHEAST FROM THE BRICK RETAINING WALL
 DD3521'SURROUNDING THE POOL DECK FOR THE SOUTHERN INN MOTEL, (8.4 FT) SOUTH
 DD3521'SOUTHEAST FROM THE MOTEL SIGN (THE SOUTHERN INN), (8.7 FT) WEST
 DD3521'SOUTHWEST FROM SCPSA POWER POLE NUMBER 66270.
 DD3521
 DD3521                          STATION RECOVERY (1997)
 DD3521
 DD3521'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3521'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHWEST OF MYRTLE BEACH, 14.3
 DD3521'MILES (23.0 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3521'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3521'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD3521'17 BUSINESS (SOUTH KINGS HIGHWAY) AND STATE HIGHWAY 73 (OCEAN
 DD3521'BOULEVARD) , 3.15 MILES (5.07 KM) SOUTHWEST OF MYRTLE BEACH, GO
 DD3521'SOUTHEAST ON HIGHWAY 73 FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE
 DD3521'LEFT NEAR A SIGN FOR THE SOUTHERN INN AND IN THE NORTH ANGLE OF 29TH
 DD3521'AVENUE SOUTH.  STATION IS IN THE SIDEWALK FLUSH 0.5 FOOT (15.2 CM)
 DD3521'ABOVE THE ROAD, 22.4 FEET (6.8 M) NORTHWEST OF THE CENTER OF THE
 DD3521'SOUTHBOUND LANES OF HIGHWAY 73, 1.5 FEET (0.5 M) NORTH OF THE SOUTH
 DD3521'EDGE OF THE CURB IN THE ANGLE OF JUNCTION, 28.0 FEET (8.5 M) NORTHEAST
 DD3521'OF THE CENTER OF 29TH AVENUE SOUTH, 33.9 FEET (10.3 M) SOUTH SOUTHWEST
 DD3521'OF THE SOUTH CORNER OF THE INN, 15.4 FEET (4.7 M) WEST SOUTHWEST OF
 DD3521'POWER POLE NUMBER 83255 WITH STREET LIGHT, 8.0 FEET (2.4 M) SOUTH OF
 DD3521'THE SOUTH CORNER OF THE SOUTHEAST LEG OF SIGN. RECOVERED BY C.E.
 DD3521'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG7047 ***********************************************************************
 DG7047  DESIGNATION -  5300 B
 DG7047  PID         -  DG7047
 DG7047  STATE/COUNTY-  SC/HORRY
 DG7047  USGS QUAD   -  MYRTLE BEACH (1994)
 DG7047
 DG7047                         *CURRENT SURVEY CONTROL
 DG7047  ___________________________________________________________________
 DG7047* NAD 83(1986)-  33 39 52.     (N)    078 54 56.     (W)     SCALED    
 DG7047* NAVD 88     -         2.909  (meters)       9.54   (feet)  ADJUSTED  
 DG7047  ___________________________________________________________________
 DG7047  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DG7047  DYNAMIC HT  -           2.906 (meters)       9.53  (feet)  COMP
 DG7047  MODELED GRAV-     979,611.8   (mgal)                       NAVD 88
 DG7047
 DG7047  VERT ORDER  -  SECOND    CLASS I
 DG7047
 DG7047.The horizontal coordinates were scaled from a topographic map and have
 DG7047.an estimated accuracy of +/- 6 seconds.
 DG7047
 DG7047.The orthometric height was determined by differential leveling
 DG7047.and adjusted by the National Geodetic Survey in September 2005..
 DG7047.No vertical observational check was made to the station.
 DG7047
 DG7047.The geoid height was determined by GEOID03.
 DG7047
 DG7047.The dynamic height is computed by dividing the NAVD 88
 DG7047.geopotential number by the normal gravity value computed on the
 DG7047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7047.degrees latitude (g = 980.6199 gals.).
 DG7047
 DG7047.The modeled gravity was interpolated from observed gravity values.
 DG7047
 DG7047;                    North         East    Units  Estimated Accuracy
 DG7047;SPC SC       -   205,010.      802,870.      MT  (+/- 180 meters Scaled)
 DG7047
 DG7047                          SUPERSEDED SURVEY CONTROL
 DG7047
 DG7047.No superseded survey control is available for this station.
 DG7047
 DG7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT932269(NAD 83)
 DG7047_MARKER: DD = SURVEY DISK
 DG7047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7047_STAMPING: 5300 B 2000
 DG7047_MARK LOGO: SCGS  
 DG7047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7047+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DG7047
 DG7047  HISTORY     - Date     Condition        Report By
 DG7047  HISTORY     - 2000     MONUMENTED       SCGS
 DG7047  HISTORY     - 20010520 GOOD             NOS
 DG7047  HISTORY     - 20060822 GOOD             USPSQD
 DG7047
 DG7047                          STATION DESCRIPTION
 DG7047
 DG7047'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DG7047'IN MYRTLE BEACH,4.6 KM(2.85 MI) NE ALONG U.S.HIGHWAY 17 BUSINESS FROM
 DG7047'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH,THEN 0.8 KM (0.5 MI)
 DG7047'EAST ALONG STATE HIGHWAY 73 (OCEAN BLVD). THE BENCH MARK IS SET IN A
 DG7047'STRIP OF GRASS NEAR 2807 SOUTH OCEAN BLVD, 27.5 M (90.22 FT) NW OF
 DG7047'POWER POLE NO.19871, 15.65 M (51.35 FT) NE OF POWER POLE WITH LIGHT
 DG7047'NO. 83256, 12.7 M (41.67 FT) SSW OF THE CENTER LINE OF THE ENTRANCE TO
 DG7047'THE TROPICAL SEAS HOTEL PARKING LOT, 3.6 M (11.81 FT) SE OF A FIRE
 DG7047'HYDRANT, 0.36 M (1.18 FT) S OF A WITNESS POST. NOTE--ROD DEPTH IS
 DG7047'UNKNOWN.
 DG7047
 DG7047                          STATION RECOVERY (2006)
 DG7047
 DG7047'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG7047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3522 ***********************************************************************
 DD3522  DESIGNATION -  5310
 DD3522  PID         -  DD3522
 DD3522  STATE/COUNTY-  SC/HORRY
 DD3522  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3522
 DD3522                         *CURRENT SURVEY CONTROL
 DD3522  ___________________________________________________________________
 DD3522* NAD 83(2001)-  33 39 55.48241(N)    078 54 39.89186(W)     ADJUSTED  
 DD3522* NAVD 88     -         2.98   (+/-2cm)       9.8    (feet)  VERTCON   
 DD3522  ___________________________________________________________________
 DD3522  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DD3522  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3522
 DD3522  HORZ ORDER  -  SECOND
 DD3522  VERT ORDER  -  THIRD ? (See Below)
 DD3522
 DD3522.The horizontal coordinates were established by classical geodetic methods
 DD3522.and adjusted by the National Geodetic Survey in March 2004..
 DD3522
 DD3522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3522.The vertical order pertains to the NGVD 29 superseded value.
 DD3522
 DD3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3522
 DD3522.The geoid height was determined by GEOID03.
 DD3522
 DD3522;                    North         East     Units Scale Factor Converg.
 DD3522;SPC SC       -   205,127.658   803,284.505   MT  0.99979366   +1 09 29.1
 DD3522;SPC SC       -   672,991.00  2,635,447.85   iFT  0.99979366   +1 09 29.1
 DD3522;UTM  17      - 3,727,016.182   693,676.845   MT  1.00006246   +1 09 30.0
 DD3522
 DD3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3522!SPC SC       -   1.00000498  x   0.99979366  =   0.99979864
 DD3522!UTM  17      -   1.00000498  x   1.00006246  =   1.00006744
 DD3522
 DD3522                          SUPERSEDED SURVEY CONTROL
 DD3522
 DD3522  NAD 83(1986)-  33 39 55.49143(N)    078 54 39.89750(W) AD(       ) 2
 DD3522  NAD 83(1986)-  33 39 55.49125(N)    078 54 39.89841(W) AD(       ) 3
 DD3522  NGVD 29 (11/30/89)    3.29   (m)           10.8    (f) LEVELING    3  
 DD3522
 DD3522.Superseded values are not recommended for survey control.
 DD3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3522.See file dsdata.txt to determine how the superseded data were derived.
 DD3522
 DD3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9367727016(NAD 83)
 DD3522_MARKER: DD = SURVEY DISK
 DD3522_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3522_SP_SET: SIDEWALK
 DD3522_STAMPING: 5310 1987
 DD3522_MARK LOGO: SCCC  
 DD3522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3522+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3522
 DD3522  HISTORY     - Date     Condition        Report By
 DD3522  HISTORY     - 1987     MONUMENTED       SCCC
 DD3522
 DD3522                          STATION DESCRIPTION
 DD3522
 DD3522'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3522'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH IN THE WEST
 DD3522'QUADRANT OF THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY NUMBER 73)
 DD3522'AND 25TH AVENUE SOUTH.
 DD3522'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN CONCRETE
 DD3522'SIDEWALK, (72.0 FT) SOUTHWEST FROM THE CORNER OF THE BUILDING (TIKI II
 DD3522'MOTEL), (8.4 FT) WEST NORTHWEST FROM THE WEST CORNER OF THE STEEL DROP
 DD3522'INLET GRATE COVER, (6.7 FT) NORTH NORTHEAST OF SCPSA POWER POLE NUMBER
 DD3522'65346.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2650 ***********************************************************************
 AI2650  DESIGNATION -  5315A
 AI2650  PID         -  AI2650
 AI2650  STATE/COUNTY-  SC/ABBEVILLE
 AI2650  USGS QUAD   -  WARE SHOALS WEST (1971)
 AI2650
 AI2650                         *CURRENT SURVEY CONTROL
 AI2650  ___________________________________________________________________
 AI2650* NAD 83(2001)-  34 24 31.01910(N)    082 22 26.13536(W)     ADJUSTED  
 AI2650* NAVD 88     -       231.0    (meters)     758.     (feet)  GPS OBS   
 AI2650  ___________________________________________________________________
 AI2650  X           -     699,095.423 (meters)                     COMP
 AI2650  Y           -  -5,221,350.514 (meters)                     COMP
 AI2650  Z           -   3,584,046.495 (meters)                     COMP
 AI2650  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AI2650  ELLIP HEIGHT-         200.84  (meters)          (03/13/03) GPS OBS
 AI2650  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AI2650
 AI2650  HORZ ORDER  -  FIRST
 AI2650  ELLP ORDER  -  FOURTH    CLASS II
 AI2650
 AI2650.The horizontal coordinates were established by GPS observations
 AI2650.and adjusted by the National Geodetic Survey in March 2003..
 AI2650
 AI2650.The orthometric height was determined by GPS observations and a
 AI2650.high-resolution geoid model.
 AI2650
 AI2650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2650
 AI2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2650
 AI2650.The ellipsoidal height was determined by GPS observations
 AI2650.and is referenced to NAD 83.
 AI2650
 AI2650.The geoid height was determined by GEOID03.
 AI2650
 AI2650;                    North         East     Units Scale Factor Converg.
 AI2650;SPC SC       -   286,433.493   483,300.381   MT  0.99987674   -0 45 42.1
 AI2650;SPC SC       -   939,742.43  1,585,631.17   iFT  0.99987674   -0 45 42.1
 AI2650;UTM  17      - 3,808,319.701   373,727.209   MT  0.99979654   -0 46 35.4
 AI2650
 AI2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2650!SPC SC       -   0.99996847  x   0.99987674  =   0.99984522
 AI2650!UTM  17      -   0.99996847  x   0.99979654  =   0.99976502
 AI2650
 AI2650:                Primary Azimuth Mark                     Grid Az
 AI2650:SPC SC       -  5315B                                    325 26 09.8
 AI2650:UTM  17      -  5315B                                    325 27 03.1
 AI2650
 AI2650|---------------------------------------------------------------------|
 AI2650| PID    Reference Object                     Distance      Geod. Az  |
 AI2650|                                                           dddmmss.s |
 AI2650| AI2651 5315B                               APPROX. 0.6 KM 3244027.7 |
 AI2650|---------------------------------------------------------------------|
 AI2650
 AI2650                          SUPERSEDED SURVEY CONTROL
 AI2650
 AI2650  NAD 83(1995)-  34 24 31.01915(N)    082 22 26.13556(W) AD(       ) 1
 AI2650  ELLIP H (12/20/99)  200.85   (m)                       GP(       ) 4 1
 AI2650  NAD 83(1986)-  34 24 31.02926(N)    082 22 26.13497(W) AD(       ) 1
 AI2650
 AI2650.Superseded values are not recommended for survey control.
 AI2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2650.See file dsdata.txt to determine how the superseded data were derived.
 AI2650
 AI2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7372708320(NAD 83)
 AI2650_MARKER: DD = SURVEY DISK
 AI2650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2650+WITH SETTING: INFORMATION.
 AI2650_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2650_STAMPING: SCDOT 5315A 1993
 AI2650_MARK LOGO: SCDOT 
 AI2650_PROJECTION: FLUSH
 AI2650_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2650+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 AI2650_ROD/PIPE-DEPTH:  0.6 meters
 AI2650
 AI2650  HISTORY     - Date     Condition        Report By
 AI2650  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2650  HISTORY     - 20031108 GOOD             USPSQD
 AI2650
 AI2650                          STATION DESCRIPTION
 AI2650
 AI2650'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2650'STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) SOUTH SOUTHEAST HONEA PATH
 AI2650'AND 3.1 MILES (5.0 KM) NORTHWEST OF DONALDS. OWNERSHIP--SCDOT-DIRECTOR
 AI2650'OF PRECONSTRUCTION - P.O.  BOX 191, COLUMBIA, SC 29202.  PHONE NUMBER
 AI2650'(803) 737-1350.  TO REACH THE STATION FROM JUNCTION OF U.S.  HIGHWAYS
 AI2650'76,178 AND STATE HIGHWAY 252 IN HONEA PATH, GO SOUTH SOUTHEAST FOR 3.0
 AI2650'MILES (4.8 KM) TO STATION ON THE LEFT.  STATION IS FLUSH WITH GROUND
 AI2650'SURFACE AND SET IN AN IRREGULAR MASS OF CONCRETE, 89.0 FEET (27.1 M)
 AI2650'NORTHWEST OF A POWER LINE WITH TRANSFORMER, 25.6 FEET (7.8 M) EAST
 AI2650'NORTHEAST OF CENTERLINE HIGHWAY 178, 134.5 FEET (41.0 M) SOUTH
 AI2650'SOUTHEAST OF A POWER POLE WITH TRANSFORMER AND GUY ANCHOR, 274.0 FEET
 AI2650'(83.5 M) SOUTHEAST OF OTTO LOLLIS ROAD S-254, 3.8 FEET (1.2 M) WEST
 AI2650'SOUTHWEST OF A WITNESS POST.
 AI2650
 AI2650                          STATION RECOVERY (2003)
 AI2650
 AI2650'RECOVERY NOTE BY US POWER SQUADRON 2003 (DN)
 AI2650'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2651 ***********************************************************************
 AI2651  DESIGNATION -  5315B
 AI2651  PID         -  AI2651
 AI2651  STATE/COUNTY-  SC/ABBEVILLE
 AI2651  USGS QUAD   -  HONEA PATH (1970)
 AI2651
 AI2651                         *CURRENT SURVEY CONTROL
 AI2651  ___________________________________________________________________
 AI2651* NAD 83(2001)-  34 24 46.68883(N)    082 22 39.53529(W)     ADJUSTED  
 AI2651* NAVD 88     -       228.8    (meters)     751.     (feet)  GPS OBS   
 AI2651  ___________________________________________________________________
 AI2651  X           -     698,719.783 (meters)                     COMP
 AI2651  Y           -  -5,221,123.665 (meters)                     COMP
 AI2651  Z           -   3,584,443.620 (meters)                     COMP
 AI2651  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AI2651  ELLIP HEIGHT-         198.65  (meters)          (03/13/03) GPS OBS
 AI2651  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AI2651
 AI2651  HORZ ORDER  -  FIRST
 AI2651  ELLP ORDER  -  FOURTH    CLASS II
 AI2651
 AI2651.The horizontal coordinates were established by GPS observations
 AI2651.and adjusted by the National Geodetic Survey in March 2003..
 AI2651
 AI2651.The orthometric height was determined by GPS observations and a
 AI2651.high-resolution geoid model.
 AI2651
 AI2651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2651
 AI2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2651
 AI2651.The ellipsoidal height was determined by GPS observations
 AI2651.and is referenced to NAD 83.
 AI2651
 AI2651.The geoid height was determined by GEOID03.
 AI2651
 AI2651;                    North         East     Units Scale Factor Converg.
 AI2651;SPC SC       -   286,920.790   482,964.670   MT  0.99987772   -0 45 49.6
 AI2651;SPC SC       -   941,341.17  1,584,529.76   iFT  0.99987772   -0 45 49.6
 AI2651;UTM  17      - 3,808,807.046   373,391.650   MT  0.99979758   -0 46 43.3
 AI2651
 AI2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2651!SPC SC       -   0.99996882  x   0.99987772  =   0.99984654
 AI2651!UTM  17      -   0.99996882  x   0.99979758  =   0.99976640
 AI2651
 AI2651:                Primary Azimuth Mark                     Grid Az
 AI2651:SPC SC       -  5315A                                    145 26 09.7
 AI2651:UTM  17      -  5315A                                    145 27 03.4
 AI2651
 AI2651|---------------------------------------------------------------------|
 AI2651| PID    Reference Object                     Distance      Geod. Az  |
 AI2651|                                                           dddmmss.s |
 AI2651| AI2650 5315A                               APPROX. 0.6 KM 1444020.1 |
 AI2651|---------------------------------------------------------------------|
 AI2651
 AI2651                          SUPERSEDED SURVEY CONTROL
 AI2651
 AI2651  NAD 83(1995)-  34 24 46.68887(N)    082 22 39.53549(W) AD(       ) 1
 AI2651  ELLIP H (12/20/99)  198.66   (m)                       GP(       ) 4 1
 AI2651  NAD 83(1986)-  34 24 46.69901(N)    082 22 39.53489(W) AD(       ) 1
 AI2651
 AI2651.Superseded values are not recommended for survey control.
 AI2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2651.See file dsdata.txt to determine how the superseded data were derived.
 AI2651
 AI2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7339208807(NAD 83)
 AI2651_MARKER: DD = SURVEY DISK
 AI2651_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2651+WITH SETTING: INFORMATION.
 AI2651_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2651_STAMPING: SCDOT 5315B 1993
 AI2651_MARK LOGO: SCDOT 
 AI2651_PROJECTION: FLUSH
 AI2651_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2651+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2651_ROD/PIPE-DEPTH:  0.6 meters
 AI2651
 AI2651  HISTORY     - Date     Condition        Report By
 AI2651  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2651
 AI2651                          STATION DESCRIPTION
 AI2651
 AI2651'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2651'STATION IS LOCATED 3.6 MILES (5.8 KM) NORTHWEST OF DONALDS, AND 2.1
 AI2651'MILES (3.4 KM) SOUTH SOUTHEAST OF HONEA PATH.
 AI2651'OWNERSHIP--SCDOT-DIRECTOR OF PRECONSTRUCTION - P.O.  BOX 191,
 AI2651'COLUMBIA, SC 29202, PHONE NUMBER (803) 737-1350.  TO REACH THE STATION
 AI2651'FROM JUNCTION OF U.S.  HIGHWAYS 76, 178, AND STATE HIGHWAY 252 IN
 AI2651'HONEA PATH, GO SOUTH SOUTHEAST ON HIGHWAY 178 FOR 2.65 MILES (4.26 KM)
 AI2651'TO STATION ON THE RIGHT.  STATION IS FLUSH WITH GROUND SURFACE AND
 AI2651'SURROUNDED BY AN IRREGULAR MASS OF CONCRETE, 98.5 FEET (30.0 M)
 AI2651'SOUTHEAST OF FENCE CORNER POST, 96.7 FEET (29.5 M) EAST OF EAST OF
 AI2651'CORNER OF PUMP HOUSE, 30.0 FEET (9.1 M) NORTH OF A POWER LINE POLE
 AI2651'NUMBER 4, 26.4 FEET (8.0 M) SOUTHWEST OF CENTERLINE OF HIGHWAY 178,
 AI2651'103.2 FEET (31.5 M) NORTH NORTHWEST OF A NATURAL GAS VALVE, 3.4 FEET
 AI2651'(1.0 M) EAST NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2653 ***********************************************************************
 AI2653  DESIGNATION -  5315C
 AI2653  PID         -  AI2653
 AI2653  STATE/COUNTY-  SC/ANDERSON
 AI2653  USGS QUAD   -  HONEA PATH (1970)
 AI2653
 AI2653                         *CURRENT SURVEY CONTROL
 AI2653  ___________________________________________________________________
 AI2653* NAD 83(2001)-  34 26 45.72572(N)    082 23 13.79789(W)     ADJUSTED  
 AI2653* NAVD 88     -       249.2    (meters)     818.     (feet)  GPS OBS   
 AI2653  ___________________________________________________________________
 AI2653  X           -     697,579.961 (meters)                     COMP
 AI2653  Y           -  -5,219,200.603 (meters)                     COMP
 AI2653  Z           -   3,587,480.636 (meters)                     COMP
 AI2653  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AI2653  ELLIP HEIGHT-         218.94  (meters)          (03/13/03) GPS OBS
 AI2653  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AI2653
 AI2653  HORZ ORDER  -  FIRST
 AI2653  ELLP ORDER  -  FOURTH    CLASS II
 AI2653
 AI2653.The horizontal coordinates were established by GPS observations
 AI2653.and adjusted by the National Geodetic Survey in March 2003..
 AI2653
 AI2653.The orthometric height was determined by GPS observations and a
 AI2653.high-resolution geoid model.
 AI2653
 AI2653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2653
 AI2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2653
 AI2653.The ellipsoidal height was determined by GPS observations
 AI2653.and is referenced to NAD 83.
 AI2653
 AI2653.The geoid height was determined by GEOID03.
 AI2653
 AI2653;                    North         East     Units Scale Factor Converg.
 AI2653;SPC SC       -   290,599.722   482,139.097   MT  0.99988538   -0 46 08.6
 AI2653;SPC SC       -   953,411.16  1,581,821.18   iFT  0.99988538   -0 46 08.6
 AI2653;UTM  17      - 3,812,485.895   372,567.128   MT  0.99980016   -0 47 05.0
 AI2653
 AI2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2653!SPC SC       -   0.99996563  x   0.99988538  =   0.99985102
 AI2653!UTM  17      -   0.99996563  x   0.99980016  =   0.99976580
 AI2653
 AI2653:                Primary Azimuth Mark                     Grid Az
 AI2653:SPC SC       -  5315D                                    081 45 56.8
 AI2653:UTM  17      -  5315D                                    081 46 53.2
 AI2653
 AI2653|---------------------------------------------------------------------|
 AI2653| PID    Reference Object                     Distance      Geod. Az  |
 AI2653|                                                           dddmmss.s |
 AI2653| AI2652 5315D                               APPROX. 0.5 KM 0805948.2 |
 AI2653|---------------------------------------------------------------------|
 AI2653
 AI2653                          SUPERSEDED SURVEY CONTROL
 AI2653
 AI2653  NAD 83(1995)-  34 26 45.72577(N)    082 23 13.79811(W) AD(       ) 1
 AI2653  ELLIP H (12/20/99)  218.96   (m)                       GP(       ) 4 1
 AI2653  NAD 83(1986)-  34 26 45.73626(N)    082 23 13.79750(W) AD(       ) 1
 AI2653
 AI2653.Superseded values are not recommended for survey control.
 AI2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2653.See file dsdata.txt to determine how the superseded data were derived.
 AI2653
 AI2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7256712486(NAD 83)
 AI2653_MARKER: DD = SURVEY DISK
 AI2653_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2653+WITH SETTING: INFORMATION.
 AI2653_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2653_STAMPING: SCDOT 5315C 1993
 AI2653_MARK LOGO: SCDOT 
 AI2653_PROJECTION: FLUSH
 AI2653_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2653+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2653_ROD/PIPE-DEPTH:  0.6 meters
 AI2653
 AI2653  HISTORY     - Date     Condition        Report By
 AI2653  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2653
 AI2653                          STATION DESCRIPTION
 AI2653
 AI2653'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2653'STATION IS LOCATED 0.3 MILE (0.5 KM) EAST OF HONEA PATH, 0.5 MILE (0.8
 AI2653'KM) NORTHWEST OF ABBEVILLE-ANDERSON COUNTY LINE.
 AI2653'OWNERSHIP--SCDOT-DIRECTOR OF PRECONSTRUCTION - P.O.  BOX 191,
 AI2653'COLUMBIA, SC 29202, PHONE NUMBER (803) 737-1350.  TO REACH THE STATION
 AI2653'FROM JUNCTION OF U.S.  HIGHWAYS 76 AND 178 AND STATE HIGHWAY2 52 IN
 AI2653'HONEA PATH, GO EAST ON HIGHWAYS 76 AND 252 FOR 0.3 MILE (0.5 KM) TO
 AI2653'MARK ON THE LEFT.  STATION IS FLUSH WITH GROUND SURFACE AND SURROUNDED
 AI2653'BY AN IRREGULAR MASS OF CONCRETE, 75.0 FEET (22.9 M) WEST OF A FIRE
 AI2653'PLUG, 25.0 FEET (7.6 M) NORTH OF CENTER OF THE INTERSECTION OF
 AI2653'HIGHWAYS 76 AND 252 AND EAST GREER STREET, 87.0 FEET (26.5 M)
 AI2653'NORTHWEST OF POWER LINE POLE, 59.0 FEET (18.0 M) NORTHEAST OF POWER
 AI2653'LINE POLE WITH TRANSFORMER AND STREET LAMP, 0.8 EAST OF OF A WITNESS
 AI2653'POST, AND 0.3 FEET (9.1 CM) SOUTH OF SOUTH EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2652 ***********************************************************************
 AI2652  DESIGNATION -  5315D
 AI2652  PID         -  AI2652
 AI2652  STATE/COUNTY-  SC/ANDERSON
 AI2652  USGS QUAD   -  HONEA PATH (1970)
 AI2652
 AI2652                         *CURRENT SURVEY CONTROL
 AI2652  ___________________________________________________________________
 AI2652* NAD 83(2001)-  34 26 48.30241(N)    082 22 54.16405(W)     ADJUSTED  
 AI2652* NAVD 88     -       243.9    (meters)     800.     (feet)  GPS OBS   
 AI2652  ___________________________________________________________________
 AI2652  X           -     698,070.223 (meters)                     COMP
 AI2652  Y           -  -5,219,085.298 (meters)                     COMP
 AI2652  Z           -   3,587,543.094 (meters)                     COMP
 AI2652  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AI2652  ELLIP HEIGHT-         213.60  (meters)          (03/13/03) GPS OBS
 AI2652  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AI2652
 AI2652  HORZ ORDER  -  FIRST
 AI2652  ELLP ORDER  -  FOURTH    CLASS II
 AI2652
 AI2652.The horizontal coordinates were established by GPS observations
 AI2652.and adjusted by the National Geodetic Survey in March 2003..
 AI2652
 AI2652.The orthometric height was determined by GPS observations and a
 AI2652.high-resolution geoid model.
 AI2652
 AI2652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2652
 AI2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2652
 AI2652.The ellipsoidal height was determined by GPS observations
 AI2652.and is referenced to NAD 83.
 AI2652
 AI2652.The geoid height was determined by GEOID03.
 AI2652
 AI2652;                    North         East     Units Scale Factor Converg.
 AI2652;SPC SC       -   290,672.391   482,641.259   MT  0.99988555   -0 45 57.7
 AI2652;SPC SC       -   953,649.58  1,583,468.70   iFT  0.99988555   -0 45 57.7
 AI2652;UTM  17      - 3,812,558.420   373,069.267   MT  0.99979859   -0 46 54.0
 AI2652
 AI2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2652!SPC SC       -   0.99996647  x   0.99988555  =   0.99985202
 AI2652!UTM  17      -   0.99996647  x   0.99979859  =   0.99976507
 AI2652
 AI2652:                Primary Azimuth Mark                     Grid Az
 AI2652:SPC SC       -  5315C                                    261 45 57.0
 AI2652:UTM  17      -  5315C                                    261 46 53.3
 AI2652
 AI2652|---------------------------------------------------------------------|
 AI2652| PID    Reference Object                     Distance      Geod. Az  |
 AI2652|                                                           dddmmss.s |
 AI2652| AI2653 5315C                               APPROX. 0.5 KM 2605959.3 |
 AI2652|---------------------------------------------------------------------|
 AI2652
 AI2652                          SUPERSEDED SURVEY CONTROL
 AI2652
 AI2652  NAD 83(1995)-  34 26 48.30246(N)    082 22 54.16427(W) AD(       ) 1
 AI2652  ELLIP H (12/20/99)  213.62   (m)                       GP(       ) 4 1
 AI2652  NAD 83(1986)-  34 26 48.31298(N)    082 22 54.16360(W) AD(       ) 1
 AI2652
 AI2652.Superseded values are not recommended for survey control.
 AI2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2652.See file dsdata.txt to determine how the superseded data were derived.
 AI2652
 AI2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7306912558(NAD 83)
 AI2652_MARKER: DD = SURVEY DISK
 AI2652_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2652+WITH SETTING: INFORMATION.
 AI2652_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2652_STAMPING: SCDOT 5315D 1993
 AI2652_MARK LOGO: SCDOT 
 AI2652_PROJECTION: FLUSH
 AI2652_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2652+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2652_ROD/PIPE-DEPTH:  0.6 meters
 AI2652
 AI2652  HISTORY     - Date     Condition        Report By
 AI2652  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2652
 AI2652                          STATION DESCRIPTION
 AI2652
 AI2652'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2652'STATION IS LOCATED 0.6 MILE (1.0 KM) EAST OF HONEA PATH, AND 0.5 MILE
 AI2652'(0.8 KM) NORTH OF ABBEVILLE-ANDERSON COUNTY LINE.
 AI2652'OWNERSHIP--SCDOT-DIRECTOR OF PRECONSTRUCTION - P.O.  BOX 191,
 AI2652'COLUMBIA, SC 29202.  PHONE NUMBER (803) 737-1350.  TO REACH THE
 AI2652'STATION FROM JUNCTION OF U.S.  HIGHWAYS 76,178, AND STATE HIGHWAY 252
 AI2652'IN HONEA PATH, GO EAST ON HIGHWAY 76 AND 252 FOR 0.55 MILE (0.89 KM)
 AI2652'TO A FORK.  BEAR RIGHT, GO EAST SOUTHEAST ON STATE HIGHWAY 252 FOR 0.1
 AI2652'MILE (0.2 KM) TO THE STATION ON THE LEFT.  STATION IS FLUSH WITH
 AI2652'GROUND SURFACE AND SURROUNDED BY AN IRREGULAR MASS OF CONCRETE, 52
 AI2652'FEET (15.8 M) SOUTHWEST OF SOUTHEAST CORNER STORAGE BUILDING, 42.3
 AI2652'FEET (12.9 M) NORTH OF CENTER LINE OF STATE HIGHWAY 252, 35.0 FEET
 AI2652'(10.7 M) WEST OF POWER POLE NUMBER 098037 WITH TRANSFORMER, 37.8 FEET
 AI2652'(11.5 M) SOUTH OF SOUTH EDGE OF BUILDING, 3.7 FEET (1.1 M) SOUTH OF A
 AI2652'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2655 ***********************************************************************
 AI2655  DESIGNATION -  5315E
 AI2655  PID         -  AI2655
 AI2655  STATE/COUNTY-  SC/ANDERSON
 AI2655  USGS QUAD   -  HONEA PATH (1970)
 AI2655
 AI2655                         *CURRENT SURVEY CONTROL
 AI2655  ___________________________________________________________________
 AI2655* NAD 83(2001)-  34 27 23.17085(N)    082 24 51.89318(W)     ADJUSTED  
 AI2655* NAVD 88     -       237.8    (meters)     780.     (feet)  GPS OBS   
 AI2655  ___________________________________________________________________
 AI2655  X           -     695,010.326 (meters)                     COMP
 AI2655  Y           -  -5,218,875.385 (meters)                     COMP
 AI2655  Z           -   3,588,425.665 (meters)                     COMP
 AI2655  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AI2655  ELLIP HEIGHT-         207.51  (meters)          (03/13/03) GPS OBS
 AI2655  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 AI2655
 AI2655  HORZ ORDER  -  FIRST
 AI2655  ELLP ORDER  -  FOURTH    CLASS II
 AI2655
 AI2655.The horizontal coordinates were established by GPS observations
 AI2655.and adjusted by the National Geodetic Survey in March 2003..
 AI2655
 AI2655.The orthometric height was determined by GPS observations and a
 AI2655.high-resolution geoid model.
 AI2655
 AI2655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2655
 AI2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2655
 AI2655.The ellipsoidal height was determined by GPS observations
 AI2655.and is referenced to NAD 83.
 AI2655
 AI2655.The geoid height was determined by GEOID03.
 AI2655
 AI2655;                    North         East     Units Scale Factor Converg.
 AI2655;SPC SC       -   291,787.256   479,651.272   MT  0.99988786   -0 47 02.9
 AI2655;SPC SC       -   957,307.27  1,573,659.03   iFT  0.99988786   -0 47 02.9
 AI2655;UTM  17      - 3,813,674.023   370,079.839   MT  0.99980805   -0 48 01.3
 AI2655
 AI2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2655!SPC SC       -   0.99996743  x   0.99988786  =   0.99985529
 AI2655!UTM  17      -   0.99996743  x   0.99980805  =   0.99977548
 AI2655
 AI2655                          SUPERSEDED SURVEY CONTROL
 AI2655
 AI2655  NAD 83(1995)-  34 27 23.17089(N)    082 24 51.89338(W) AD(       ) 1
 AI2655  ELLIP H (12/20/99)  207.53   (m)                       GP(       ) 4 1
 AI2655  NAD 83(1986)-  34 27 23.18167(N)    082 24 51.89273(W) AD(       ) 1
 AI2655
 AI2655.Superseded values are not recommended for survey control.
 AI2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2655.See file dsdata.txt to determine how the superseded data were derived.
 AI2655
 AI2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7008013674(NAD 83)
 AI2655_MARKER: DD = SURVEY DISK
 AI2655_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2655+WITH SETTING: INFORMATION.
 AI2655_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2655_STAMPING: SCDOT 5315E 1993
 AI2655_MARK LOGO: SCDOT 
 AI2655_PROJECTION: FLUSH
 AI2655_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2655+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2655_ROD/PIPE-DEPTH:  0.6 meters
 AI2655
 AI2655  HISTORY     - Date     Condition        Report By
 AI2655  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2655
 AI2655                          STATION DESCRIPTION
 AI2655
 AI2655'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2655'STATION IS LOCATED 4.1 MILES (6.6 KM) EAST NORTHEAST OF CRAYTONVILLE,
 AI2655'AND 1.3 MILES (2.1 KM) NORTHWEST OF HONEA PATH.
 AI2655'OWNERSHIP--SCDOT-DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA,
 AI2655'SC 29202, PHONE NUMBER (803) 737-1350.  TO REACH THE STATION FROM POST
 AI2655'OFFICE IN HONEA PATH, GO NORTHWEST ON U.S.  HIGHWAY 76 AND 178, FOR
 AI2655'1.2 MILES (1.9 KM) TO A SIDE ROAD LEFT.  TURN LEFT, GO SOUTH SOUTHWEST
 AI2655'ON S-4-664 FOR 0.2 MILE (0.3 KM) TO A STATION ON THE RIGHT.  STATION
 AI2655'IS FLUSH WITH GROUND SURFACE AND SURROUNDED BY AN IRREGULAR MASS ON
 AI2655'CONCRETE, 28.0 FEET (8.5 M) NORTHWEST OF APPROXIMATE CENTER OF
 AI2655'S-4-664, 6.6 FEET (2.0 M) NORTHWEST OF A POWER LINE POLE DPCO, 2.2
 AI2655'FEET (0.7 M) SOUTHWAST OF WIRE FENCE 2.0 FEET (0.6 M) SOUTHEAST OF A
 AI2655'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2654 ***********************************************************************
 AI2654  DESIGNATION -  5315F
 AI2654  PID         -  AI2654
 AI2654  STATE/COUNTY-  SC/ANDERSON
 AI2654  USGS QUAD   -  HONEA PATH (1970)
 AI2654
 AI2654                         *CURRENT SURVEY CONTROL
 AI2654  ___________________________________________________________________
 AI2654* NAD 83(2001)-  34 27 15.47823(N)    082 25 12.54490(W)     ADJUSTED  
 AI2654* NAVD 88     -       227.5    (meters)     746.     (feet)  GPS OBS   
 AI2654  ___________________________________________________________________
 AI2654  X           -     694,504.366 (meters)                     COMP
 AI2654  Y           -  -5,219,069.459 (meters)                     COMP
 AI2654  Z           -   3,588,224.369 (meters)                     COMP
 AI2654  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AI2654  ELLIP HEIGHT-         197.20  (meters)          (03/13/03) GPS OBS
 AI2654  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AI2654
 AI2654  HORZ ORDER  -  FIRST
 AI2654  ELLP ORDER  -  FOURTH    CLASS II
 AI2654
 AI2654.The horizontal coordinates were established by GPS observations
 AI2654.and adjusted by the National Geodetic Survey in March 2003..
 AI2654
 AI2654.The orthometric height was determined by GPS observations and a
 AI2654.high-resolution geoid model.
 AI2654
 AI2654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2654
 AI2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2654
 AI2654.The ellipsoidal height was determined by GPS observations
 AI2654.and is referenced to NAD 83.
 AI2654
 AI2654.The geoid height was determined by GEOID03.
 AI2654
 AI2654;                    North         East     Units Scale Factor Converg.
 AI2654;SPC SC       -   291,557.492   479,121.002   MT  0.99988734   -0 47 14.4
 AI2654;SPC SC       -   956,553.45  1,571,919.30   iFT  0.99988734   -0 47 14.4
 AI2654;UTM  17      - 3,813,444.427   369,549.546   MT  0.99980976   -0 48 12.8
 AI2654
 AI2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2654!SPC SC       -   0.99996905  x   0.99988734  =   0.99985639
 AI2654!UTM  17      -   0.99996905  x   0.99980976  =   0.99977881
 AI2654
 AI2654                          SUPERSEDED SURVEY CONTROL
 AI2654
 AI2654  NAD 83(1995)-  34 27 15.47828(N)    082 25 12.54511(W) AD(       ) 1
 AI2654  ELLIP H (12/20/99)  197.22   (m)                       GP(       ) 4 1
 AI2654  NAD 83(1986)-  34 27 15.48903(N)    082 25 12.54455(W) AD(       ) 1
 AI2654
 AI2654.Superseded values are not recommended for survey control.
 AI2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2654.See file dsdata.txt to determine how the superseded data were derived.
 AI2654
 AI2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6955013444(NAD 83)
 AI2654_MARKER: DD = SURVEY DISK
 AI2654_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2654+WITH SETTING: INFORMATION.
 AI2654_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2654_STAMPING: SCDOT 5315F 1993
 AI2654_MARK LOGO: SCDOT 
 AI2654_PROJECTION: FLUSH
 AI2654_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2654+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2654_ROD/PIPE-DEPTH:  0.6 meters
 AI2654
 AI2654  HISTORY     - Date     Condition        Report By
 AI2654  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2654
 AI2654                          STATION DESCRIPTION
 AI2654
 AI2654'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2654'STATION IS LOCATED 3.8 MILES (6.1 KM) EAST NORTHEAST OF CRAYTONVILLE,
 AI2654'AND 1.6 MILES (2.6 KM) WEST NORTHEST OF HONEA PATH.  OWNERHIP--SCDOT-
 AI2654'DIRECTOR OF PRECONSTRUCTION,P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI2654'NUMBER (803) 737-1350.  TO REACH THE STATION FROM POST OFFICE IN HONEA
 AI2654'PATH, GO NORTHWEST ON U.S.  HIGHWAYS 76 AND 178 FOR 1.2 MILES (1.9 KM)
 AI2654'TO A SIDE ROAD LEFT.  TURN LEFT, GO SOUTH SOUTHWEST ON S-4-664 FOR
 AI2654'0.35 MILE (0.56 KM) TO A T-ROAD (AUSTIN ROAD) AND STATION IN NORTHWEST
 AI2654'ANGLE OF INTERSECTION.  STATION IS FLUSH WITH GROUND SURFACE AND
 AI2654'SURROUNDED BY AN IRREGULAR MASS ON CONCRETE, 27.5 FEET (8.4 M)
 AI2654'NORTHEAST OF CENTER OF AUSTIN ROAD, 86.5 FEET (26.4 M) NORTHWEST OF
 AI2654'CENTER S-4-664, 53.0 FEET (16.2 M) WEST NORTHWEST OF TELEPHONE CABLE
 AI2654'MARKER, 159.5 FEET (48.6 M) SOUTHEAST OF CORNER OF BRICK DRIVE
 AI2654'ENTRANCE, 1.5 FEET (0.5 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2656 ***********************************************************************
 AI2656  DESIGNATION -  5315G
 AI2656  PID         -  AI2656
 AI2656  STATE/COUNTY-  SC/ANDERSON
 AI2656  USGS QUAD   -  HONEA PATH (1970)
 AI2656
 AI2656                         *CURRENT SURVEY CONTROL
 AI2656  ___________________________________________________________________
 AI2656* NAD 83(2001)-  34 28 23.14389(N)    082 26 39.89516(W)     ADJUSTED  
 AI2656* NAVD 88     -       246.9    (meters)     810.     (feet)  GPS OBS   
 AI2656  ___________________________________________________________________
 AI2656  X           -     692,141.055 (meters)                     COMP
 AI2656  Y           -  -5,218,209.258 (meters)                     COMP
 AI2656  Z           -   3,589,954.496 (meters)                     COMP
 AI2656  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AI2656  ELLIP HEIGHT-         216.59  (meters)          (03/13/03) GPS OBS
 AI2656  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AI2656
 AI2656  HORZ ORDER  -  FIRST
 AI2656  ELLP ORDER  -  FOURTH    CLASS II
 AI2656
 AI2656.The horizontal coordinates were established by GPS observations
 AI2656.and adjusted by the National Geodetic Survey in March 2003..
 AI2656
 AI2656.The orthometric height was determined by GPS observations and a
 AI2656.high-resolution geoid model.
 AI2656
 AI2656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2656
 AI2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2656
 AI2656.The ellipsoidal height was determined by GPS observations
 AI2656.and is referenced to NAD 83.
 AI2656
 AI2656.The geoid height was determined by GEOID03.
 AI2656
 AI2656;                    North         East     Units Scale Factor Converg.
 AI2656;SPC SC       -   293,673.011   476,920.987   MT  0.99989189   -0 48 02.8
 AI2656;SPC SC       -   963,494.13  1,564,701.40   iFT  0.99989189   -0 48 02.8
 AI2656;UTM  17      - 3,815,560.420   367,350.311   MT  0.99981689   -0 49 03.7
 AI2656
 AI2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2656!SPC SC       -   0.99996600  x   0.99989189  =   0.99985790
 AI2656!UTM  17      -   0.99996600  x   0.99981689  =   0.99978290
 AI2656
 AI2656|---------------------------------------------------------------------|
 AI2656| PID    Reference Object                     Distance      Geod. Az  |
 AI2656|                                                           dddmmss.s |
 AI2656| ED2339 4 024                               391.338 METERS 33200     |
 AI2656|---------------------------------------------------------------------|
 AI2656
 AI2656                          SUPERSEDED SURVEY CONTROL
 AI2656
 AI2656  NAD 83(1995)-  34 28 23.14392(N)    082 26 39.89522(W) AD(       ) 1
 AI2656  ELLIP H (12/20/99)  216.60   (m)                       GP(       ) 4 1
 AI2656  NAD 83(1986)-  34 28 23.15424(N)    082 26 39.89462(W) AD(       ) 1
 AI2656
 AI2656.Superseded values are not recommended for survey control.
 AI2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2656.See file dsdata.txt to determine how the superseded data were derived.
 AI2656
 AI2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6735015560(NAD 83)
 AI2656_MARKER: DD = SURVEY DISK
 AI2656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2656+WITH SETTING: INFORMATION.
 AI2656_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2656_STAMPING: SCDOT 5315G 1993
 AI2656_MARK LOGO: SCDOT 
 AI2656_PROJECTION: FLUSH
 AI2656_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2656+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2656_ROD/PIPE-DEPTH:  0.6 meters
 AI2656
 AI2656  HISTORY     - Date     Condition        Report By
 AI2656  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2656
 AI2656                          STATION DESCRIPTION
 AI2656
 AI2656'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2656'STATION IS LOCATED 3.4 MILES (5.5 KM) NORTHWEST OF HONEA PATH, AND 4.5
 AI2656'MILES (7.2 KM) SOUTHEAST OF BELTON.  OWNERSHIP--BELTON-HONEA PATH HIGH
 AI2656'SCHOOL, BELTON, SC.  TO REACH THE STATION FROM POST OFFICE IN HONEA
 AI2656'PATH, GO NORTHWEST ON U.S.  HIGHWAY 76 AND 178 FOR 4.4 MILES (7.1 KM)
 AI2656'TO THE NORTHWEST ENTRANCE TO THE BELTON-HONEA PATH HIGH SCHOOL ON THE
 AI2656'LEFT.  TURN LEFT, GO SOUTH ON ENTRANCE ROAD FOR 0.15 MILE (0.24 KM) TO
 AI2656'THE NORTHWEST CORNER TO CYCLONE FENCE AROUND FOOTBALL FIELD AND THE
 AI2656'STATION.  STATION IS FLUSH WITH GROUND SURFACE AND SURROUNDED BY AN
 AI2656'IRREGULAR MASS ON CONCRETE, 91.3 FEET (27.8 M) EAST OF THE NORTHWEST
 AI2656'CORNER OF THE CYCLONE FENCE, 9.4 FEET (2.9 M) EAST NORTHEAST OF A
 AI2656'POWER LINE POLE, 7.5 FEET (2.3 M) NORTH NORTHEAST OF CYCLONE FENCE,
 AI2656'9.1 FEET (2.8 M) SOUTH SOUTHWEST OF SOUTH EDGE OF PARKING AREA, 9.2
 AI2656'FEET (2.8 M) EAST NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2657 ***********************************************************************
 AI2657  DESIGNATION -  5315H
 AI2657  PID         -  AI2657
 AI2657  STATE/COUNTY-  SC/ANDERSON
 AI2657  USGS QUAD   -  HONEA PATH (1970)
 AI2657
 AI2657                         *CURRENT SURVEY CONTROL
 AI2657  ___________________________________________________________________
 AI2657* NAD 83(2001)-  34 29 50.70175(N)    082 27 41.54222(W)     ADJUSTED  
 AI2657* NAVD 88     -       253.6    (meters)     832.     (feet)  GPS OBS   
 AI2657  ___________________________________________________________________
 AI2657  X           -     690,381.731 (meters)                     COMP
 AI2657  Y           -  -5,216,906.775 (meters)                     COMP
 AI2657  Z           -   3,592,182.183 (meters)                     COMP
 AI2657  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AI2657  ELLIP HEIGHT-         223.13  (meters)          (03/13/03) GPS OBS
 AI2657  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AI2657
 AI2657  HORZ ORDER  -  FIRST
 AI2657  ELLP ORDER  -  FOURTH    CLASS II
 AI2657
 AI2657.The horizontal coordinates were established by GPS observations
 AI2657.and adjusted by the National Geodetic Survey in March 2003..
 AI2657
 AI2657.The orthometric height was determined by GPS observations and a
 AI2657.high-resolution geoid model.
 AI2657
 AI2657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2657
 AI2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2657
 AI2657.The ellipsoidal height was determined by GPS observations
 AI2657.and is referenced to NAD 83.
 AI2657
 AI2657.The geoid height was determined by GEOID03.
 AI2657
 AI2657;                    North         East     Units Scale Factor Converg.
 AI2657;SPC SC       -   296,392.599   475,386.273   MT  0.99989794   -0 48 37.0
 AI2657;SPC SC       -   972,416.66  1,559,666.25   iFT  0.99989794   -0 48 37.0
 AI2657;UTM  17      - 3,818,280.265   365,816.532   MT  0.99982193   -0 49 40.4
 AI2657
 AI2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2657!SPC SC       -   0.99996498  x   0.99989794  =   0.99986292
 AI2657!UTM  17      -   0.99996498  x   0.99982193  =   0.99978691
 AI2657
 AI2657:                Primary Azimuth Mark                     Grid Az
 AI2657:SPC SC       -  HARVELL                                  149 04 51.0
 AI2657:UTM  17      -  HARVELL                                  149 05 54.4
 AI2657
 AI2657|---------------------------------------------------------------------|
 AI2657| PID    Reference Object                     Distance      Geod. Az  |
 AI2657|                                                           dddmmss.s |
 AI2657| ED3709 HARVELL                             APPROX. 0.5 KM 1481614.0 |
 AI2657|---------------------------------------------------------------------|
 AI2657
 AI2657                          SUPERSEDED SURVEY CONTROL
 AI2657
 AI2657  NAD 83(1995)-  34 29 50.70178(N)    082 27 41.54227(W) AD(       ) 1
 AI2657  ELLIP H (12/20/99)  223.14   (m)                       GP(       ) 4 1
 AI2657  NAD 83(1986)-  34 29 50.71207(N)    082 27 41.54167(W) AD(       ) 1
 AI2657
 AI2657.Superseded values are not recommended for survey control.
 AI2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2657.See file dsdata.txt to determine how the superseded data were derived.
 AI2657
 AI2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6581718280(NAD 83)
 AI2657_MARKER: DD = SURVEY DISK
 AI2657_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2657+WITH SETTING: INFORMATION.
 AI2657_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2657_STAMPING: SCDOT 5315H 1993
 AI2657_MARK LOGO: SCDOT 
 AI2657_PROJECTION: FLUSH
 AI2657_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2657+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2657_ROD/PIPE-DEPTH:  0.6 meters
 AI2657
 AI2657  HISTORY     - Date     Condition        Report By
 AI2657  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2657
 AI2657                          STATION DESCRIPTION
 AI2657
 AI2657'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2657'STATION IS LOCATED 5.0 MILES (8.0 KM) NORTHWEST OF HONEA PATH, AND 2.7
 AI2657'MILES (4.3 KM) SOUTHEAST OF BELTON.  OWNERSHIP--SCDOT-DIRECTOR OF
 AI2657'PRECINSTRUCTION, P.O.  BOX 191, COLUMBIA, SC, 29202, PHONE (803)
 AI2657'737-1350.  TO REACH THE STATION FROM POST OFFICE IN HONEA PATH, GO
 AI2657'NORTHWEST ON U.S.  HIGHWAYS 76 AND 178 FOR 6.3 MILES (10.1 KM) TO THE
 AI2657'STATION ON THE RIGHT.  STATION IS FLUSH WITH THE GROUND AND SURROUNED
 AI2657'BY AN IRREGULAR MASS OF CONCRETE, 69 FEET (21.0 M) EAST NORTHEAST OF
 AI2657'EAST EDGE OF PAVEMENT OF HIGHWAYS 76,178, 36.2 FEET (11.0 M) EAST OF A
 AI2657'POWER POLE NUMBER 1033, 1.7 FEET (0.5 M) WEST SOUTHWEST OF WITNESS
 AI2657'POST, 12 FEET (3.7 M) WEST SOUTHWEST OF WEST RAIL OF CSX RAILROAD MAIN
 AI2657'TRACK, 54.3 FEET (16.6 M) NORTH NORTHWEST OF WEST EDGE CENTER OF
 AI2657'24-INCH CULVERT UNDER RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2658 ***********************************************************************
 AI2658  DESIGNATION -  5315I
 AI2658  PID         -  AI2658
 AI2658  STATE/COUNTY-  SC/ANDERSON
 AI2658  USGS QUAD   -  BELTON EAST (1983)
 AI2658
 AI2658                         *CURRENT SURVEY CONTROL
 AI2658  ___________________________________________________________________
 AI2658* NAD 83(2001)-  34 31 21.78969(N)    082 29 44.98669(W)     ADJUSTED  
 AI2658* NAVD 88     -       268.1    (meters)     880.     (feet)  GPS OBS   
 AI2658  ___________________________________________________________________
 AI2658  X           -     687,053.281 (meters)                     COMP
 AI2658  Y           -  -5,215,754.149 (meters)                     COMP
 AI2658  Z           -   3,594,503.321 (meters)                     COMP
 AI2658  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AI2658  ELLIP HEIGHT-         237.54  (meters)          (03/13/03) GPS OBS
 AI2658  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AI2658
 AI2658  HORZ ORDER  -  FIRST
 AI2658  ELLP ORDER  -  FOURTH    CLASS II
 AI2658
 AI2658.The horizontal coordinates were established by GPS observations
 AI2658.and adjusted by the National Geodetic Survey in March 2003..
 AI2658
 AI2658.The orthometric height was determined by GPS observations and a
 AI2658.high-resolution geoid model.
 AI2658
 AI2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2658
 AI2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2658
 AI2658.The ellipsoidal height was determined by GPS observations
 AI2658.and is referenced to NAD 83.
 AI2658
 AI2658.The geoid height was determined by GEOID03.
 AI2658
 AI2658;                    North         East     Units Scale Factor Converg.
 AI2658;SPC SC       -   299,243.896   472,278.235   MT  0.99990442   -0 49 45.4
 AI2658;SPC SC       -   981,771.31  1,549,469.27   iFT  0.99990442   -0 49 45.4
 AI2658;UTM  17      - 3,821,132.333   362,709.624   MT  0.99983233   -0 50 52.3
 AI2658
 AI2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2658!SPC SC       -   0.99996271  x   0.99990442  =   0.99986714
 AI2658!UTM  17      -   0.99996271  x   0.99983233  =   0.99979505
 AI2658
 AI2658                          SUPERSEDED SURVEY CONTROL
 AI2658
 AI2658  NAD 83(1995)-  34 31 21.78970(N)    082 29 44.98666(W) AD(       ) 1
 AI2658  ELLIP H (12/20/99)  237.55   (m)                       GP(       ) 4 1
 AI2658  NAD 83(1986)-  34 31 21.79881(N)    082 29 44.98674(W) AD(       ) 1
 AI2658
 AI2658.Superseded values are not recommended for survey control.
 AI2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2658.See file dsdata.txt to determine how the superseded data were derived.
 AI2658
 AI2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6271021132(NAD 83)
 AI2658_MARKER: DD = SURVEY DISK
 AI2658_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2658+WITH SETTING: INFORMATION.
 AI2658_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2658_STAMPING: SCDOT 5315I 1993
 AI2658_MARK LOGO: SCDOT 
 AI2658_PROJECTION: FLUSH
 AI2658_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2658+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2658_ROD/PIPE-DEPTH:  0.6 meters
 AI2658
 AI2658  HISTORY     - Date     Condition        Report By
 AI2658  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2658
 AI2658                          STATION DESCRIPTION
 AI2658
 AI2658'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2658'STATION IS LOCATED IN BELTON.  OWNERSHIP--SCDOT-DIRECTOR OF
 AI2658'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE (803)
 AI2658'737-1350.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AI2658'20 (ANDERSON STREET) AND U.S.  HIGHWAYS 76,178 (N.  MAIN STREET) IN
 AI2658'BELTON, GO NORTH ON STATE HIGHWAY 20 FOR 0.1 MILE (0.2 KM) TO
 AI2658'BREAZEALE STREET (S-4-63) ON THE LEFT.  TURN LEFT GO WEST FOR 0.05
 AI2658'MILE (0.08 KM) ON BREAZEALE STREET (S-4-63) TO THE ENTRANCE TO THE
 AI2658'REAR PARKING LOT FOR THE BELTON POST OFFICE AND THE STATION ON THE
 AI2658'RIGHT.  STATION IS FLUSH WITH THE GROUND.  37.1 FEET (11.3 M)
 AI2658'SOUTHWEST OF SOUTH WEST CURB OF REAR PARKING LOT OF BELTON POST
 AI2658'OFFICE, 1.5 FEET (0.5 M) NORTHEAST OF NORTH EAST EDGE OF SIDEWALK,
 AI2658'76.2 FEET (23.2 M) NORTHEAST OF INTERSECTION OF ACADEMY STREET AND
 AI2658'RAILROAD SPUR TRACK, 59.7 FEET (18.2 M) EAST SOUTHEAST OF YELLOW
 AI2658'RAILROAD CROSSING SIGN, 1.2 FEET (0.4 M) SOUTH SOUTHWEST OF A WITNESS
 AI2658'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2659 ***********************************************************************
 AI2659  DESIGNATION -  5315J
 AI2659  PID         -  AI2659
 AI2659  STATE/COUNTY-  SC/ANDERSON
 AI2659  USGS QUAD   -  BELTON WEST (1983)
 AI2659
 AI2659                         *CURRENT SURVEY CONTROL
 AI2659  ___________________________________________________________________
 AI2659* NAD 83(2001)-  34 31 17.91696(N)    082 30 05.31908(W)     ADJUSTED  
 AI2659* NAVD 88     -       265.7    (meters)     872.     (feet)  GPS OBS   
 AI2659  ___________________________________________________________________
 AI2659  X           -     686,547.715 (meters)                     COMP
 AI2659  Y           -  -5,215,887.000 (meters)                     COMP
 AI2659  Z           -   3,594,403.676 (meters)                     COMP
 AI2659  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AI2659  ELLIP HEIGHT-         235.21  (meters)          (03/13/03) GPS OBS
 AI2659  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AI2659
 AI2659  HORZ ORDER  -  FIRST
 AI2659  ELLP ORDER  -  FOURTH    CLASS II
 AI2659
 AI2659.The horizontal coordinates were established by GPS observations
 AI2659.and adjusted by the National Geodetic Survey in March 2003..
 AI2659
 AI2659.The orthometric height was determined by GPS observations and a
 AI2659.high-resolution geoid model.
 AI2659
 AI2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2659
 AI2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2659
 AI2659.The ellipsoidal height was determined by GPS observations
 AI2659.and is referenced to NAD 83.
 AI2659
 AI2659.The geoid height was determined by GEOID03.
 AI2659
 AI2659;                    North         East     Units Scale Factor Converg.
 AI2659;SPC SC       -   299,132.103   471,758.044   MT  0.99990414   -0 49 56.7
 AI2659;SPC SC       -   981,404.54  1,547,762.61   iFT  0.99990414   -0 49 56.7
 AI2659;UTM  17      - 3,821,020.717   362,189.434   MT  0.99983409   -0 51 03.8
 AI2659
 AI2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2659!SPC SC       -   0.99996308  x   0.99990414  =   0.99986722
 AI2659!UTM  17      -   0.99996308  x   0.99983409  =   0.99979718
 AI2659
 AI2659                          SUPERSEDED SURVEY CONTROL
 AI2659
 AI2659  NAD 83(1995)-  34 31 17.91697(N)    082 30 05.31904(W) AD(       ) 1
 AI2659  ELLIP H (12/20/99)  235.22   (m)                       GP(       ) 4 1
 AI2659  NAD 83(1986)-  34 31 17.92602(N)    082 30 05.31913(W) AD(       ) 1
 AI2659
 AI2659.Superseded values are not recommended for survey control.
 AI2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2659.See file dsdata.txt to determine how the superseded data were derived.
 AI2659
 AI2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6218921021(NAD 83)
 AI2659_MARKER: DD = SURVEY DISK
 AI2659_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2659+WITH SETTING: INFORMATION.
 AI2659_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2659_STAMPING: SCDOT 5315J 1993
 AI2659_MARK LOGO: SCDOT 
 AI2659_PROJECTION: FLUSH
 AI2659_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2659+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2659_ROD/PIPE-DEPTH:  0.6 meters
 AI2659
 AI2659  HISTORY     - Date     Condition        Report By
 AI2659  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2659
 AI2659                          STATION DESCRIPTION
 AI2659
 AI2659'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2659'STATION IS LOCATED 0.5 MILE (0.8 KM) WEST OF BELTON.
 AI2659'OWNERSHIP--SCDOT-DIRECOR OF PRECONSTRUCTION, P.O.  BOX 191 COLUMBIA,
 AI2659'SC 29202, POHONE (803) 737-1350.  TO REACH THE STATION FROM THE
 AI2659'INTERSECTION OF STATE HIGHWAY 20 (ANDERSON STREET) AND U.S.  HIGHWAYS
 AI2659'76,178 (N.  MAIN STREET) IN BELTON, GO WEST ON HIGHWAY 20 (ANDERSON
 AI2659'STREET) FOR 0.5 MILE (0.8 KM) TO STATION ON RIGHT.  STATION IS FLUSH
 AI2659'WITH GROUND SURFACE AND SURROUNDED BY AN IRREGULAR MASS OF CONCRETE,
 AI2659'13.9 FEET (4.2 M) SOUTH OF SOUTH RAIL OF RAILROAD SPUR TRACK, 28.4
 AI2659'FEET (8.7 M) WEST NORTHWEST OF SOUTHERN BELL POLE NO.  1120, 24.7 FEET
 AI2659'(7.5 M) NORTH OF NORTH EDGE OF CURB ON ANDERSON STREET (HIGHWAY 20) ,
 AI2659'282.8 FEET (86.2 M) WEST OF WEST EDGE OF PAVEMENT OF POPULAR STREET
 AI2659'(S-4-589) , 1.4 FEET (0.4 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2660 ***********************************************************************
 AI2660  DESIGNATION -  5315K
 AI2660  PID         -  AI2660
 AI2660  STATE/COUNTY-  SC/ANDERSON
 AI2660  USGS QUAD   -  BELTON WEST (1983)
 AI2660
 AI2660                         *CURRENT SURVEY CONTROL
 AI2660  ___________________________________________________________________
 AI2660* NAD 83(2001)-  34 37 04.68509(N)    082 30 35.99109(W)     ADJUSTED  
 AI2660* NAVD 88     -       275.2    (meters)     903.     (feet)  GPS OBS   
 AI2660  ___________________________________________________________________
 AI2660  X           -     684,982.711 (meters)                     COMP
 AI2660  Y           -  -5,209,984.980 (meters)                     COMP
 AI2660  Z           -   3,603,208.082 (meters)                     COMP
 AI2660  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AI2660  ELLIP HEIGHT-         244.42  (meters)          (03/13/03) GPS OBS
 AI2660  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AI2660
 AI2660  HORZ ORDER  -  FIRST
 AI2660  ELLP ORDER  -  FOURTH    CLASS II
 AI2660
 AI2660.The horizontal coordinates were established by GPS observations
 AI2660.and adjusted by the National Geodetic Survey in March 2003..
 AI2660
 AI2660.The orthometric height was determined by GPS observations and a
 AI2660.high-resolution geoid model.
 AI2660
 AI2660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2660
 AI2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2660
 AI2660.The ellipsoidal height was determined by GPS observations
 AI2660.and is referenced to NAD 83.
 AI2660
 AI2660.The geoid height was determined by GEOID03.
 AI2660
 AI2660;                    North         East     Units Scale Factor Converg.
 AI2660;SPC SC       -   309,827.009   471,132.034   MT  0.99993058   -0 50 13.7
 AI2660;SPC SC       - 1,016,492.81  1,545,708.77   iFT  0.99993058   -0 50 13.7
 AI2660;UTM  17      - 3,831,714.961   361,567.158   MT  0.99983621   -0 51 28.7
 AI2660
 AI2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2660!SPC SC       -   0.99996163  x   0.99993058  =   0.99989222
 AI2660!UTM  17      -   0.99996163  x   0.99983621  =   0.99979785
 AI2660
 AI2660                          SUPERSEDED SURVEY CONTROL
 AI2660
 AI2660  NAD 83(1995)-  34 37 04.68509(N)    082 30 35.99097(W) AD(       ) 1
 AI2660  ELLIP H (12/20/99)  244.43   (m)                       GP(       ) 4 1
 AI2660  NAD 83(1986)-  34 37 04.69406(N)    082 30 35.99102(W) AD(       ) 1
 AI2660
 AI2660.Superseded values are not recommended for survey control.
 AI2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2660.See file dsdata.txt to determine how the superseded data were derived.
 AI2660
 AI2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6156731715(NAD 83)
 AI2660_MARKER: DD = SURVEY DISK
 AI2660_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2660+WITH SETTING: INFORMATION.
 AI2660_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2660_STAMPING: SCDOT 5315K 1993
 AI2660_MARK LOGO: SCDOT 
 AI2660_PROJECTION: FLUSH
 AI2660_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2660+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2660_ROD/PIPE-DEPTH:  0.6 meters
 AI2660
 AI2660  HISTORY     - Date     Condition        Report By
 AI2660  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2660
 AI2660                          STATION DESCRIPTION
 AI2660
 AI2660'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2660'STATION IS LOCATED 1.75 MILES (2.82 KM) WEST NORTHWEST OF WILLAMSTON,
 AI2660'AND 2.7 MILES (4.3 KM) SOUTHWEST OF WEST PELZER.
 AI2660'OWNERSHIP--SCDOT-DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA,
 AI2660'SC, PHONE (803) 737-1350.  TO REACH THE STATION FROM THE WILLIAMSTON
 AI2660'MUNICIPAL CENTER IN WILLIAMSTON, GO SOUTH ON WEST MAIN STREET (STATE
 AI2660'HIGHWAY 20) FOR 0.55 MILE (0.89 KM) TO A Y-INTERSECTION WITH HIGHWAY
 AI2660'20 AND U.S.  HIGHWAY 29 CONNECTOR.  BEAR RIGHT ON HIGHWAYS 20,29
 AI2660'(ANDERSON DR) CONNECTOR GOING SOUTHWEST FOR 0.95 MILE (1.53 KM) TO THE
 AI2660'INTERSECTION FOR 0.5 MILE (0.8 KM) TO BEAVER RUN LAND.  TURN RIGHT ON
 AI2660'BEAVER DAM ROAD (S-4-77) AND GO NORTH FOR 0.5 MILE (0.8 KM) TO BEAVER
 AI2660'RUN LANE.  TURN RIGHT ON BEAVER RUN LANE AND GO 91 FEET (27.7 M) TO
 AI2660'STATION ON THE LEFT.  STATION IS FLUSH WITH GROUND SURFACE AND
 AI2660'SURROUNDED BY AN IRREGULAR MASS OF CONCRETE, 90.8 FEET (27.7 M) NORTH
 AI2660'NORTHEAST OF NORTH EDGE OF PAVEMENT OF BEAVER DAM ROAD, 19.8 FEET (6.0
 AI2660'M) WEST NORTHWEST OF WEST EDGE OF PAVEMENT OF BEAVER RUN ROAD, 111.3
 AI2660'FEET (33.9 M) NORTH NORTHWEST OF POLE R-Z, 2.8 FEET (0.9 M) SOUTH
 AI2660'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2661 ***********************************************************************
 AI2661  DESIGNATION -  5315L
 AI2661  PID         -  AI2661
 AI2661  STATE/COUNTY-  SC/ANDERSON
 AI2661  USGS QUAD   -  PIERCETOWN (1983)
 AI2661
 AI2661                         *CURRENT SURVEY CONTROL
 AI2661  ___________________________________________________________________
 AI2661* NAD 83(2001)-  34 38 07.79741(N)    082 31 41.84553(W)     ADJUSTED  
 AI2661* NAVD 88     -       279.6    (meters)     917.     (feet)  GPS OBS   
 AI2661  ___________________________________________________________________
 AI2661  X           -     683,176.034 (meters)                     COMP
 AI2661  Y           -  -5,209,111.201 (meters)                     COMP
 AI2661  Z           -   3,604,810.932 (meters)                     COMP
 AI2661  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AI2661  ELLIP HEIGHT-         248.76  (meters)          (03/13/03) GPS OBS
 AI2661  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 AI2661
 AI2661  HORZ ORDER  -  FIRST
 AI2661  ELLP ORDER  -  FOURTH    CLASS II
 AI2661
 AI2661.The horizontal coordinates were established by GPS observations
 AI2661.and adjusted by the National Geodetic Survey in March 2003..
 AI2661
 AI2661.The orthometric height was determined by GPS observations and a
 AI2661.high-resolution geoid model.
 AI2661
 AI2661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2661
 AI2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2661
 AI2661.The ellipsoidal height was determined by GPS observations
 AI2661.and is referenced to NAD 83.
 AI2661
 AI2661.The geoid height was determined by GEOID03.
 AI2661
 AI2661;                    North         East     Units Scale Factor Converg.
 AI2661;SPC SC       -   311,796.126   469,483.439   MT  0.99993570   -0 50 50.2
 AI2661;SPC SC       - 1,022,953.17  1,540,300.00   iFT  0.99993570   -0 50 50.2
 AI2661;UTM  17      - 3,833,684.501   359,919.444   MT  0.99984186   -0 52 07.5
 AI2661
 AI2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2661!SPC SC       -   0.99996095  x   0.99993570  =   0.99989666
 AI2661!UTM  17      -   0.99996095  x   0.99984186  =   0.99980282
 AI2661
 AI2661|---------------------------------------------------------------------|
 AI2661| PID    Reference Object                     Distance      Geod. Az  |
 AI2661|                                                           dddmmss.s |
 AI2661| ED3676 BEAVERDAM                           395.016 METERS 01218     |
 AI2661|---------------------------------------------------------------------|
 AI2661
 AI2661                          SUPERSEDED SURVEY CONTROL
 AI2661
 AI2661  NAD 83(1995)-  34 38 07.79741(N)    082 31 41.84541(W) AD(       ) 1
 AI2661  ELLIP H (12/20/99)  248.77   (m)                       GP(       ) 4 1
 AI2661  NAD 83(1986)-  34 38 07.80638(N)    082 31 41.84561(W) AD(       ) 1
 AI2661
 AI2661.Superseded values are not recommended for survey control.
 AI2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2661.See file dsdata.txt to determine how the superseded data were derived.
 AI2661
 AI2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5991933685(NAD 83)
 AI2661_MARKER: DD = SURVEY DISK
 AI2661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2661+WITH SETTING: INFORMATION.
 AI2661_SP_SET: METAL ROD DRIVEN INTO GROUND
 AI2661_STAMPING: SCDOT 5315L
 AI2661_MARK LOGO: SCDOT 
 AI2661_PROJECTION: FLUSH
 AI2661_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2661+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AI2661_ROD/PIPE-DEPTH:  0.6 meters
 AI2661
 AI2661  HISTORY     - Date     Condition        Report By
 AI2661  HISTORY     - 1993     MONUMENTED       SCDOT
 AI2661  HISTORY     - 20060116 GOOD             NEWBY
 AI2661
 AI2661                          STATION DESCRIPTION
 AI2661
 AI2661'DESCRIBED BY SC DEPT OF TRANSP 1993 (DGB)
 AI2661'STATION IS LOCATED 4.0 MILES (6.4 KM) WEST OF PELZER, AND 3.0 MILES
 AI2661'(4.8 KM) NORTHWEST OF WILLIAMSTON.  OWNERSHIP--SCDOT-DIRECTOR OF
 AI2661'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC, PHONE (803) 737-1350. TO
 AI2661'REACH THE STATION FROM THE INTERSECTION OF ANDERSON DRIVE (SC 20/US 29
 AI2661'CONNECTOR) AND BEAVER DAM ROAD (S-77) WEST OF WILLIAMSTON, GO NORTH ON
 AI2661'BEAVER DAM ROAD (S-77) FOR 2.25 MILES (3.62 KM) TO THE INTERSECTION
 AI2661'WITH A SIDE ROAD ON THE LEFT CONNECTING WITH US 29 NORTH.  TURN LEFT
 AI2661'AND GO NORTHWEST FOR 0.05 MILE (0.08 KM) TO THE INTERSECTIONWITH US
 AI2661'HWY 29 NORTH AND THE STATION ON THE LEFT IN AN ISLAND IN THE HIGHWAY.
 AI2661'STATION FLUSH WITH GROUND SURFACE AND SET IN AN IRREGULAR MASS OF
 AI2661'CONCRETE.  6.4 FEET (2.0 M) SOUTHEAST OF SOUTHEAST EDGE OF PAVEMENT OF
 AI2661'NORTH BOUND LAND, 136.7 FEET (41.7 M) WEST NORTHWEST OF GUY POLE,
 AI2661'161.9 FEET (49.3 M) EAST NORTHEAST OF FIRE HYDRANT, 11.8 FEET (3.6 M)
 AI2661'NORTH NORTHWEST OF A WITNESS POST.
 AI2661
 AI2661                          STATION RECOVERY (2006)
 AI2661
 AI2661'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2006 (RDP)
 AI2661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1066 ***********************************************************************
 DE1066  DESIGNATION -  532
 DE1066  PID         -  DE1066
 DE1066  STATE/COUNTY-  SC/EDGEFIELD
 DE1066  USGS QUAD   -  TRENTON (1982)
 DE1066
 DE1066                         *CURRENT SURVEY CONTROL
 DE1066  ___________________________________________________________________
 DE1066* NAD 83(1986)-  33 42 17.     (N)    081 49 24.     (W)     SCALED    
 DE1066* NAVD 88     -       162.093  (meters)     531.80   (feet)  ADJUSTED  
 DE1066  ___________________________________________________________________
 DE1066  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DE1066  DYNAMIC HT  -         161.922 (meters)     531.24  (feet)  COMP
 DE1066  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 DE1066
 DE1066  VERT ORDER  -  FIRST     CLASS II
 DE1066
 DE1066.The horizontal coordinates were scaled from a topographic map and have
 DE1066.an estimated accuracy of +/- 6 seconds.
 DE1066
 DE1066.The orthometric height was determined by differential leveling
 DE1066.and adjusted by the National Geodetic Survey in June 1991..
 DE1066
 DE1066.The geoid height was determined by GEOID03.
 DE1066
 DE1066.The dynamic height is computed by dividing the NAVD 88
 DE1066.geopotential number by the normal gravity value computed on the
 DE1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1066.degrees latitude (g = 980.6199 gals.).
 DE1066
 DE1066.The modeled gravity was interpolated from observed gravity values.
 DE1066
 DE1066;                    North         East    Units  Estimated Accuracy
 DE1066;SPC SC       -   207,830.      533,290.      MT  (+/- 180 meters Scaled)
 DE1066
 DE1066                          SUPERSEDED SURVEY CONTROL
 DE1066
 DE1066  NGVD 29 (??/??/92)  162.308  (m)          532.51   (f) ADJ UNCH    1 2
 DE1066
 DE1066.Superseded values are not recommended for survey control.
 DE1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1066.See file dsdata.txt to determine how the superseded data were derived.
 DE1066
 DE1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT237297(NAD 83)
 DE1066_MARKER: DB = BENCH MARK DISK
 DE1066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1066_STAMPING: 532 1918
 DE1066_MARK LOGO: USGS  
 DE1066_PROJECTION: PROJECTING 13 CENTIMETERS
 DE1066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1066+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 DE1066
 DE1066  HISTORY     - Date     Condition        Report By
 DE1066  HISTORY     - 1918     MONUMENTED       USGS
 DE1066  HISTORY     - 1960     GOOD             NGS
 DE1066  HISTORY     - 20001108 GOOD             SCGS
 DE1066  HISTORY     - 20041004 GOOD             SCGS
 DE1066
 DE1066                          STATION DESCRIPTION
 DE1066
 DE1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE1066'3 MI S FROM TRENTON.
 DE1066'ABOUT 3.05 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 DE1066'STATION AT TRENTON, 0.25 MILE NORTH OF MILEPOST 168, 123 FEET
 DE1066'SOUTHWEST OF AND ACROSS THE TRACK FROM BENCH MARK G 50, DESCRIBED,
 DE1066'ON THE INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND
 DE1066'NORTHWEST, AT AN OLD ABANDONED ROAD CROSSING, 54 1/2 FEET
 DE1066'SOUTHWEST OF THE SOUTHWEST RAIL FROM THE CENTER LINE OF OLD ROAD,
 DE1066'21 FEET NORTH OF A 24-INCH WALNUT TREE, 12 1/2 FEET NORTHEAST OF
 DE1066'A T FENCE CORNER AND IS IN A DIRECT LINE WITH THE FENCE LINE
 DE1066'LEADING SOUTHWEST, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 DE1066'PROJECTING 6 INCHES.
 DE1066
 DE1066                          STATION RECOVERY (2000)
 DE1066
 DE1066'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE1066'STATION IS LOCATED 8.3 MILES (13.4 KM) SOUTHEAST OF EDGEFIELD, 8.8
 DE1066'MILES (14.2 KM) SOUTH OF JOHNSTON.  OWNERSHIP--RAILROAD RIGHT OF WAY.
 DE1066'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19, 121 AND
 DE1066'U.S.  HIGHWAY 25, 1.0 MILE (1.6 KM) WEST SOUTHWEST OF TRENTON, GO
 DE1066'SOUTHEAST ON HIGHWAY 19 FOR 2.25 MILES (3.62 KM) TO A DIRT ROAD RIGHT
 DE1066'(REDBUD LANE) , TURN RIGHT ON REDBUD LANE FOR 0.2 MILE (0.3 KM) TO A
 DE1066'RAILROAD CROSSING, TURN LEFT ALONG TRACKS FOR 0.6 MILE (1.0 KM) TO THE
 DE1066'STATION ON THE RIGHT.  STATION IS A PIPE MARK WITH CAP PROJECTING 0.4
 DE1066'FOOT (12.2 CM) AND 1.0 FOOT (0.3 M) BELOW THE TRACKS, 53.7 FEET (16.4
 DE1066'M) WEST SOUTHWEST OF THE SOUTHWEST RAIL, 8.8 FEET (2.7 M) NORTH
 DE1066'NORTHWEST OF A 1.8-FOOT ELM TREE WITH A SCGS REFERENCE WASHER
 DE1066'ATTACHED, 21.1 FEET (6.4 M) SOUTHWEST OF A 0.9-FOOT ELM TREE WITH A
 DE1066'SCGS REFERENCE WASHER ATTACHED, 123.0 FEET (37.5 M) SOUTHWEST OF BENCH
 DE1066'MARK G 50, 40.8 FEET (12.4 M) WEST SOUTHWEST OF A WITNESS POST.
 DE1066'RECOVERED BY R.P.  MCKEOWN.
 DE1066
 DE1066                          STATION RECOVERY (2004)
 DE1066
 DE1066'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1066'STATION IS LOCATED 8.4 MILES SOUTHEAST OF EDGEFIELD, 8.9 MILES SOUTH
 DE1066'OF JOHNSTON.  OWNERSHIP--RAILROAD RIGHT OF WAY. TO REACH THE STATION
 DE1066'FROM THE JUNCTION OF STATE HIGHWAYS 19, 121 AND U.S. HIGHWAY 25,  5.6
 DE1066'MILES SOUTHEAST OF EDGEFIELD, GO SOUTHEAST ON HIGHWAY 19 FOR 2.25
 DE1066'MILES TO A DIRT ROAD  RIGHT (REDBUD LANE), TURN RIGHT ON REDBUD LANE
 DE1066'FOR 0.2 MILE TO A RAILROAD  CROSSING, TURN LEFT ALONG THE RAILROAD
 DE1066'TRACKS FOR 0.6 MILE TO THE STATION ON THE  RIGHT.  STATION IS A
 DE1066'CONCRETE POST PROJECTING 0.4 FOOT AND 1.0 FOOT BELOW THE TRACKS,  54.0
 DE1066'FEET WEST SOUTHWEST OF THE SOUTHWEST RAIL, 123.0 FEET SOUTHWEST OF
 DE1066'BENCH MARK G 50, 41.0 FEET WEST SOUTHWEST OF A WITNESS POST. RECOVERED
 DE1066'BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3523 ***********************************************************************
 DD3523  DESIGNATION -  5320
 DD3523  PID         -  DD3523
 DD3523  STATE/COUNTY-  SC/HORRY
 DD3523  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3523
 DD3523                         *CURRENT SURVEY CONTROL
 DD3523  ___________________________________________________________________
 DD3523* NAD 83(2001)-  33 40 11.61827(N)    078 54 19.54727(W)     ADJUSTED  
 DD3523* NAVD 88     -         5.14   (+/-2cm)      16.9    (feet)  VERTCON   
 DD3523  ___________________________________________________________________
 DD3523  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DD3523  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3523
 DD3523  HORZ ORDER  -  SECOND
 DD3523  VERT ORDER  -  THIRD ? (See Below)
 DD3523
 DD3523.The horizontal coordinates were established by classical geodetic methods
 DD3523.and adjusted by the National Geodetic Survey in March 2004..
 DD3523
 DD3523.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3523.The vertical order pertains to the NGVD 29 superseded value.
 DD3523
 DD3523.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3523
 DD3523.The geoid height was determined by GEOID03.
 DD3523
 DD3523;                    North         East     Units Scale Factor Converg.
 DD3523;SPC SC       -   205,635.206   803,798.347   MT  0.99979366   +1 09 40.4
 DD3523;SPC SC       -   674,656.19  2,637,133.68   iFT  0.99979366   +1 09 40.4
 DD3523;UTM  17      - 3,727,523.871   694,190.823   MT  1.00006492   +1 09 41.8
 DD3523
 DD3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3523!SPC SC       -   1.00000464  x   0.99979366  =   0.99979830
 DD3523!UTM  17      -   1.00000464  x   1.00006492  =   1.00006956
 DD3523
 DD3523                          SUPERSEDED SURVEY CONTROL
 DD3523
 DD3523  NAD 83(1986)-  33 40 11.62745(N)    078 54 19.55308(W) AD(       ) 2
 DD3523  NAD 83(1986)-  33 40 11.62697(N)    078 54 19.55385(W) AD(       ) 3
 DD3523  NGVD 29 (11/30/89)    5.45   (m)           17.9    (f) LEVELING    3  
 DD3523
 DD3523.Superseded values are not recommended for survey control.
 DD3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3523.See file dsdata.txt to determine how the superseded data were derived.
 DD3523
 DD3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9419127524(NAD 83)
 DD3523_MARKER: DD = SURVEY DISK
 DD3523_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3523_SP_SET: SIDEWALK
 DD3523_STAMPING: 5320 1987
 DD3523_MARK LOGO: SCCC  
 DD3523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3523+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD3523
 DD3523  HISTORY     - Date     Condition        Report By
 DD3523  HISTORY     - 1987     MONUMENTED       SCCC
 DD3523  HISTORY     - 19970701 GOOD             SCGS
 DD3523  HISTORY     - 19991029 GOOD             USPSQD
 DD3523  HISTORY     - 20040410 GOOD             USPSQD
 DD3523  HISTORY     - 20050416 GOOD             USPSQD
 DD3523  HISTORY     - 20060415 GOOD             USPSQD
 DD3523
 DD3523                          STATION DESCRIPTION
 DD3523
 DD3523'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3523'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH ON THE EAST SIDE OF
 DD3523'THE T-INTERSECTION OF OCEAN BOULEVARD (HIGHWAY NUMBER 73) AND 20TH
 DD3523'AVENUE SOUTH, AT THE HURL ROCKS PARK.
 DD3523'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN CONCRETE
 DD3523'SIDEWALK, (26.7 FT) SOUTHEAST FROM THE CENTERLINE OF OCEAN BOULEVARD,
 DD3523'(7.4 FT) WEST NORTHWEST FROM THE WOODEN SIGN POST (HURL ROCKS PARK),
 DD3523'(35.3 FT) NORTH NORTHEAST FROM SCPSA POWER POLE NUMBER 65515.
 DD3523
 DD3523                          STATION RECOVERY (1997)
 DD3523
 DD3523'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3523'STATION IS LOCATED 2.05 MILES (3.30 KM) SOUTHWEST OF MYRTLE BEACH,
 DD3523'14.15 MILES (22.77 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD3523'DIRECTOR OF PRECONSTRUCTION, P.  O.  BOX 191, COLUMBIA, SC 29202,
 DD3523'PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD3523'HIGHWAY 17 BUSINESS (SOUTH KINGS HIGHWAY) AND STATE HIGHWAY 73 (OCEAN
 DD3523'BOULEVARD) , 3.15 MILES (5.07 KM) SOUTHWEST OF MYRTLE BEACH, GO
 DD3523'SOUTHEAST ON HIGHWAY 73 FOR 1.55 MILES (2.49 KM) TO THE STATION ON THE
 DD3523'RIGHT ACROSS FROM 20TH AVENUE SOUTH, 0.3 MILE (0.5 KM) SOUTHWEST OF
 DD3523'THE JUNCTION OF STATE ROAD 810 (17TH AVENUE SOUTH) .  STATION IS IN
 DD3523'THE SIDEWALK FLUSH 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 3.8 FEET (1.2
 DD3523'M) SOUTHEAST OF THE NORTHWEST EDGE OF THE CURB OF THE HIGHWAY, 6.0
 DD3523'FEET (1.8 M) NORTHEAST OF THE EXTENDED CENTER OF 29TH AVENUE SOUTH,
 DD3523'23.4 FEET (7.1 M) NORTHEAST OF A MAN HOLE COVER, 35.2 FEET (10.7 M)
 DD3523'NORTHEAST OF A POWER POLE WITH TWO GUY WIRES AND STREET LIGHT, 62.1
 DD3523'FEET (18.9 M) WEST SOUTHWEST OF A SIGN POST FOR HURL ROCKS PARK.
 DD3523'NOTE-SANDBAGS REQUIRED.  RECOVERED BY C.E.  GEOGHEGAN.
 DD3523
 DD3523                          STATION RECOVERY (1999)
 DD3523
 DD3523'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3523'RECOVERED IN GOOD CONDITION.
 DD3523
 DD3523                          STATION RECOVERY (2004)
 DD3523
 DD3523'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3523'RECOVERED IN GOOD CONDITION.
 DD3523
 DD3523                          STATION RECOVERY (2005)
 DD3523
 DD3523'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3523'RECOVERED IN GOOD CONDITION.
 DD3523
 DD3523                          STATION RECOVERY (2006)
 DD3523
 DD3523'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD3523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3524 ***********************************************************************
 DD3524  DESIGNATION -  5330
 DD3524  PID         -  DD3524
 DD3524  STATE/COUNTY-  SC/HORRY
 DD3524  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3524
 DD3524                         *CURRENT SURVEY CONTROL
 DD3524  ___________________________________________________________________
 DD3524* NAD 83(2001)-  33 40 25.87160(N)    078 54 02.93774(W)     ADJUSTED  
 DD3524* NAVD 88     -         5.34   (+/-2cm)      17.5    (feet)  VERTCON   
 DD3524  ___________________________________________________________________
 DD3524  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 DD3524  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3524
 DD3524  HORZ ORDER  -  SECOND
 DD3524  VERT ORDER  -  THIRD ? (See Below)
 DD3524
 DD3524.The horizontal coordinates were established by classical geodetic methods
 DD3524.and adjusted by the National Geodetic Survey in March 2004..
 DD3524
 DD3524.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3524.The vertical order pertains to the NGVD 29 superseded value.
 DD3524
 DD3524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3524
 DD3524.The geoid height was determined by GEOID03.
 DD3524
 DD3524;                    North         East     Units Scale Factor Converg.
 DD3524;SPC SC       -   206,082.851   804,217.136   MT  0.99979366   +1 09 49.6
 DD3524;SPC SC       -   676,124.84  2,638,507.66   iFT  0.99979366   +1 09 49.6
 DD3524;UTM  17      - 3,727,971.641   694,609.722   MT  1.00006692   +1 09 51.4
 DD3524
 DD3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3524!SPC SC       -   1.00000461  x   0.99979366  =   0.99979827
 DD3524!UTM  17      -   1.00000461  x   1.00006692  =   1.00007153
 DD3524
 DD3524                          SUPERSEDED SURVEY CONTROL
 DD3524
 DD3524  NAD 83(1986)-  33 40 25.88093(N)    078 54 02.94374(W) AD(       ) 2
 DD3524  NAD 83(1986)-  33 40 25.88014(N)    078 54 02.94435(W) AD(       ) 3
 DD3524  NGVD 29 (11/30/89)    5.65   (m)           18.5    (f) LEVELING    3  
 DD3524
 DD3524.Superseded values are not recommended for survey control.
 DD3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3524.See file dsdata.txt to determine how the superseded data were derived.
 DD3524
 DD3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9461027972(NAD 83)
 DD3524_MARKER: DD = SURVEY DISK
 DD3524_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3524_SP_SET: SIDEWALK
 DD3524_STAMPING: 5330 1987
 DD3524_MARK LOGO: SCCC  
 DD3524_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3524+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD3524
 DD3524  HISTORY     - Date     Condition        Report By
 DD3524  HISTORY     - 1987     MONUMENTED       SCCC
 DD3524  HISTORY     - 19991029 GOOD             USPSQD
 DD3524  HISTORY     - 20040410 GOOD             USPSQD
 DD3524  HISTORY     - 20050416 GOOD             USPSQD
 DD3524  HISTORY     - 20060415 GOOD             USPSQD
 DD3524
 DD3524                          STATION DESCRIPTION
 DD3524
 DD3524'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3524'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH IN THE SOUTH
 DD3524'QUADRANT OF THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY NUMBER 73)
 DD3524'AND 15TH AVENUE SOUTH.
 DD3524'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN CONCRETE
 DD3524'SIDEWALK, (27.8 FT) SOUTHEAST FROM THE CENTERLINE OF OCEAN BOULEVARD,
 DD3524'(4.0 FT) NORTH FROM THE CONCRETE STREET SIGN POST, (17.0 FT) NORTH
 DD3524'FROM THE NORTH CORNER OF THE HOTEL SIGN.
 DD3524
 DD3524                          STATION RECOVERY (1999)
 DD3524
 DD3524'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3524'RECOVERED IN GOOD CONDITION.
 DD3524
 DD3524                          STATION RECOVERY (2004)
 DD3524
 DD3524'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3524'RECOVERED IN GOOD CONDITION.
 DD3524
 DD3524                          STATION RECOVERY (2005)
 DD3524
 DD3524'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3524'RECOVERED IN GOOD CONDITION.
 DD3524
 DD3524                          STATION RECOVERY (2006)
 DD3524
 DD3524'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD3524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3525 ***********************************************************************
 DD3525  DESIGNATION -  5340
 DD3525  PID         -  DD3525
 DD3525  STATE/COUNTY-  SC/HORRY
 DD3525  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3525
 DD3525                         *CURRENT SURVEY CONTROL
 DD3525  ___________________________________________________________________
 DD3525* NAD 83(2001)-  33 40 38.78295(N)    078 53 49.15301(W)     ADJUSTED  
 DD3525* NAVD 88     -         5.46   (+/-2cm)      17.9    (feet)  VERTCON   
 DD3525  ___________________________________________________________________
 DD3525  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DD3525  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3525
 DD3525  HORZ ORDER  -  SECOND
 DD3525  VERT ORDER  -  THIRD ? (See Below)
 DD3525
 DD3525.The horizontal coordinates were established by classical geodetic methods
 DD3525.and adjusted by the National Geodetic Survey in March 2004..
 DD3525
 DD3525.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3525.The vertical order pertains to the NGVD 29 superseded value.
 DD3525
 DD3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3525
 DD3525.The geoid height was determined by GEOID03.
 DD3525
 DD3525;                    North         East     Units Scale Factor Converg.
 DD3525;SPC SC       -   206,487.705   804,563.993   MT  0.99979367   +1 09 57.3
 DD3525;SPC SC       -   677,453.10  2,639,645.65   iFT  0.99979367   +1 09 57.3
 DD3525;UTM  17      - 3,728,376.608   694,956.670   MT  1.00006859   +1 09 59.5
 DD3525
 DD3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3525!SPC SC       -   1.00000459  x   0.99979367  =   0.99979826
 DD3525!UTM  17      -   1.00000459  x   1.00006859  =   1.00007318
 DD3525
 DD3525                          SUPERSEDED SURVEY CONTROL
 DD3525
 DD3525  NAD 83(1986)-  33 40 38.79238(N)    078 53 49.15916(W) AD(       ) 2
 DD3525  NAD 83(1986)-  33 40 38.79125(N)    078 53 49.15978(W) AD(       ) 3
 DD3525  NGVD 29 (11/30/89)    5.77   (m)           18.9    (f) LEVELING    3  
 DD3525
 DD3525.Superseded values are not recommended for survey control.
 DD3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3525.See file dsdata.txt to determine how the superseded data were derived.
 DD3525
 DD3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9495728377(NAD 83)
 DD3525_MARKER: DD = SURVEY DISK
 DD3525_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3525_SP_SET: SIDEWALK
 DD3525_STAMPING: 5340 1987
 DD3525_MARK LOGO: SCCC  
 DD3525_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3525+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3525
 DD3525  HISTORY     - Date     Condition        Report By
 DD3525  HISTORY     - 1987     MONUMENTED       SCCC
 DD3525  HISTORY     - 19970701 MARK NOT FOUND   SCGS
 DD3525  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 DD3525  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD3525  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD3525
 DD3525                          STATION DESCRIPTION
 DD3525
 DD3525'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3525'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH IN THE WEST
 DD3525'QUADRANT OF THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY NUMBER 73)
 DD3525'AND 10TH AVENUE SOUTH.
 DD3525'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN CONCRETE
 DD3525'SIDEWALK, (35.0 FT) SOUTHWEST FROM THE CENTERLINE OF 10TH AVENUE
 DD3525'SOUTH, (26.4 FT) NORTHWEST FROM THE CENTERLINE OF OCEAN BOULEVARD,
 DD3525'(4.4 FT) NORTH NORTHEAST FROM A FIRE HYDRANT, (8.1 FT) NORTH NORTHEAST
 DD3525'FROM SCPSA POWER POLE NUMBER 65537.
 DD3525
 DD3525                          STATION RECOVERY (1997)
 DD3525
 DD3525'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3525'NOT RECOVERED, PRESUMED DESTROYED WHEN SIDEWALK WAS REPLACED, STATION
 DD3525'5340 A WAS SET TO REPLACE THE STATION.
 DD3525
 DD3525                          STATION RECOVERY (1999)
 DD3525
 DD3525'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3525'MARK NOT FOUND.
 DD3525
 DD3525                          STATION RECOVERY (2004)
 DD3525
 DD3525'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3525'MARK NOT FOUND.
 DD3525
 DD3525                          STATION RECOVERY (2005)
 DD3525
 DD3525'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3526 ***********************************************************************
 DD3526  DESIGNATION -  5350
 DD3526  PID         -  DD3526
 DD3526  STATE/COUNTY-  SC/HORRY
 DD3526  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3526
 DD3526                         *CURRENT SURVEY CONTROL
 DD3526  ___________________________________________________________________
 DD3526* NAD 83(2001)-  33 40 54.94897(N)    078 53 22.65584(W)     ADJUSTED  
 DD3526* NAVD 88     -         2.63   (+/-2cm)       8.6    (feet)  VERTCON   
 DD3526  ___________________________________________________________________
 DD3526  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DD3526  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3526
 DD3526  HORZ ORDER  -  SECOND
 DD3526  VERT ORDER  -  THIRD ? (See Below)
 DD3526
 DD3526.The horizontal coordinates were established by classical geodetic methods
 DD3526.and adjusted by the National Geodetic Survey in March 2004..
 DD3526
 DD3526.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3526.The vertical order pertains to the NGVD 29 superseded value.
 DD3526
 DD3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3526
 DD3526.The geoid height was determined by GEOID03.
 DD3526
 DD3526;                    North         East     Units Scale Factor Converg.
 DD3526;SPC SC       -   206,999.485   805,236.083   MT  0.99979368   +1 10 12.0
 DD3526;SPC SC       -   679,132.17  2,641,850.67   iFT  0.99979368   +1 10 12.0
 DD3526;UTM  17      - 3,728,888.539   695,628.941   MT  1.00007183   +1 10 14.7
 DD3526
 DD3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3526!SPC SC       -   1.00000504  x   0.99979368  =   0.99979872
 DD3526!UTM  17      -   1.00000504  x   1.00007183  =   1.00007687
 DD3526
 DD3526                          SUPERSEDED SURVEY CONTROL
 DD3526
 DD3526  NAD 83(1986)-  33 40 54.95846(N)    078 53 22.66208(W) AD(       ) 2
 DD3526  NAD 83(1986)-  33 40 54.95737(N)    078 53 22.66261(W) AD(       ) 3
 DD3526  NGVD 29 (11/30/89)    2.94   (m)            9.6    (f) LEVELING    3  
 DD3526
 DD3526.Superseded values are not recommended for survey control.
 DD3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3526.See file dsdata.txt to determine how the superseded data were derived.
 DD3526
 DD3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9562928889(NAD 83)
 DD3526_MARKER: DD = SURVEY DISK
 DD3526_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3526_SP_SET: SIDEWALK
 DD3526_STAMPING: 5350 1987
 DD3526_MARK LOGO: SCCC  
 DD3526_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3526+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD3526
 DD3526  HISTORY     - Date     Condition        Report By
 DD3526  HISTORY     - 1987     MONUMENTED       SCCC
 DD3526  HISTORY     - 19991029 GOOD             USPSQD
 DD3526  HISTORY     - 20040410 GOOD             USPSQD
 DD3526  HISTORY     - 20050416 GOOD             USPSQD
 DD3526  HISTORY     - 20060415 GOOD             USPSQD
 DD3526
 DD3526                          STATION DESCRIPTION
 DD3526
 DD3526'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3526'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH ALONG OCEAN
 DD3526'BOULEVARD, APPROXIMATELY (130.0 FT) NORTHEAST FROM THE CENTERLINE
 DD3526'INTERSECTION OF 3RD AVENUE SOUTH AND OCEAN BOULEVARD (HIGHWAY 73).
 DD3526'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN CONCRETE
 DD3526'SIDEWALK, (28.4 FT) SOUTHEAST FROM THE CENTERLINE OF OCEAN BOULEVARD,
 DD3526'(21.0 FT) SOUTHWEST FROM THE CORNER OF THE CONCRETE POOL DECK,
 DD3526'(19.0 FT) NORTH NORTHEAST FROM THE NORTH CORNER OF THE BUILDING (SANDY
 DD3526'BEACH MOTEL).
 DD3526
 DD3526                          STATION RECOVERY (1999)
 DD3526
 DD3526'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3526'RECOVERED IN GOOD CONDITION.
 DD3526
 DD3526                          STATION RECOVERY (2004)
 DD3526
 DD3526'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3526'RECOVERED IN GOOD CONDITION.
 DD3526
 DD3526                          STATION RECOVERY (2005)
 DD3526
 DD3526'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3526'RECOVERED IN GOOD CONDITION.
 DD3526
 DD3526                          STATION RECOVERY (2006)
 DD3526
 DD3526'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD3526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4435 ***********************************************************************
 DD4435  DESIGNATION -  5350
 DD4435  PID         -  DD4435
 DD4435  STATE/COUNTY-  SC/HORRY
 DD4435  USGS QUAD   -  MYRTLE BEACH (1994)
 DD4435
 DD4435                         *CURRENT SURVEY CONTROL
 DD4435  ___________________________________________________________________
 DD4435* NAD 83(1986)-  33 40 55.     (N)    078 53 21.     (W)     SCALED    
 DD4435* NAVD 88     -         2.639  (meters)       8.66   (feet)  ADJUSTED  
 DD4435  ___________________________________________________________________
 DD4435  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD4435  DYNAMIC HT  -           2.637 (meters)       8.65  (feet)  COMP
 DD4435  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 DD4435
 DD4435  VERT ORDER  -  FIRST     CLASS II
 DD4435
 DD4435.The horizontal coordinates were scaled from a topographic map and have
 DD4435.an estimated accuracy of +/- 6 seconds.
 DD4435
 DD4435.The orthometric height was determined by differential leveling
 DD4435.and adjusted by the National Geodetic Survey in June 1991..
 DD4435
 DD4435.The geoid height was determined by GEOID03.
 DD4435
 DD4435.The dynamic height is computed by dividing the NAVD 88
 DD4435.geopotential number by the normal gravity value computed on the
 DD4435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4435.degrees latitude (g = 980.6199 gals.).
 DD4435
 DD4435.The modeled gravity was interpolated from observed gravity values.
 DD4435
 DD4435;                    North         East    Units  Estimated Accuracy
 DD4435;SPC SC       -   207,000.      805,280.      MT  (+/- 180 meters Scaled)
 DD4435
 DD4435                          SUPERSEDED SURVEY CONTROL
 DD4435
 DD4435  NGVD 29 (05/09/91)    2.944  (m)            9.66   (f) ADJUSTED    1 2
 DD4435
 DD4435.Superseded values are not recommended for survey control.
 DD4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4435.See file dsdata.txt to determine how the superseded data were derived.
 DD4435
 DD4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT956288(NAD 83)
 DD4435_MARKER: DD = SURVEY DISK
 DD4435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD4435_SP_SET: SIDEWALK
 DD4435_STAMPING: 5350 1987
 DD4435_MARK LOGO: SCGS  
 DD4435_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4435+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD4435
 DD4435  HISTORY     - Date     Condition        Report By
 DD4435  HISTORY     - 1987     MONUMENTED       SCGS
 DD4435  HISTORY     - 19900430 GOOD             NGS
 DD4435  HISTORY     - 19991029 GOOD             USPSQD
 DD4435  HISTORY     - 20060223 GOOD             USPSQD
 DD4435
 DD4435                          STATION DESCRIPTION
 DD4435
 DD4435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4435'1.3 KM (0.81 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD4435'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD4435'MYRTLE BEACH, THENCE 0.3 KM (0.19 MI) SOUTHEASTERLY ALONG 3RD AVENUE
 DD4435'SOUTH, IN A CONCRETE SIDEWALK IN FRONT OF THE SANDY BEACH MOTEL, 40.4
 DD4435'M (132.55 FT) NORTHEAST OF THE CENTERLINE OF 3RD AVENUE SOUTH, 14.4 M
 DD4435'(47.24 FT) NORTHEAST OF UTILITY POLE NUMBER 50397, 8.6 M (28.22 FT)
 DD4435'SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF STATE HIGHWAY 73 (OCEAN
 DD4435'BOULEVARD), 6.4 M (21.00 FT) WEST-SOUTHWEST OF THE WEST CORNER OF A
 DD4435'SWIMMING POOL, AND 6.0 M (19.68 FT) NORTHEAST OF THE CENTER OF THE
 DD4435'ENTRANCE TO THE MOTEL OFFICE.
 DD4435
 DD4435                          STATION RECOVERY (1999)
 DD4435
 DD4435'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4435'RECOVERED IN GOOD CONDITION.
 DD4435
 DD4435                          STATION RECOVERY (2006)
 DD4435
 DD4435'RECOVERY NOTE BY US POWER SQUADRON 2006 (GB)
 DD4435'STATION LOCATED ON THE NORTHWEST SIDE OF OCEAN BLVD, MIDWAR BETWEEN 2N
 DD4435'AVE SOUTH AND 3RD AVE SOUTH, 60DEG 38.5 FEET FROM UTILITY POLE23629.
 DD4435'STATION IS DIRECTLY ACROSS OCEAN BLVE FROM LARGE SANDY BEACH HOTEL
 DD4435'SIGN.  STATION WAS ENCIRCLED WITH A PAINTED ORANGE DAYGLO RING.  MOST
 DD4435'LIKELY THE UTILITY POLE WILL BE REMOVED IN A RENOVATIONN PROJECT TO
 DD4435'BURY ELECTRIC UTILITY LINES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3527 ***********************************************************************
 DD3527  DESIGNATION -  5400
 DD3527  PID         -  DD3527
 DD3527  STATE/COUNTY-  SC/HORRY
 DD3527  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3527
 DD3527                         *CURRENT SURVEY CONTROL
 DD3527  ___________________________________________________________________
 DD3527* NAD 83(2001)-  33 41 04.51779(N)    078 53 12.65625(W)     ADJUSTED  
 DD3527* NAVD 88     -         3.86   (+/-2cm)      12.7    (feet)  VERTCON   
 DD3527  ___________________________________________________________________
 DD3527  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 DD3527  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3527
 DD3527  HORZ ORDER  -  SECOND
 DD3527  VERT ORDER  -  THIRD ? (See Below)
 DD3527
 DD3527.The horizontal coordinates were established by classical geodetic methods
 DD3527.and adjusted by the National Geodetic Survey in March 2004..
 DD3527
 DD3527.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3527.The vertical order pertains to the NGVD 29 superseded value.
 DD3527
 DD3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3527
 DD3527.The geoid height was determined by GEOID03.
 DD3527
 DD3527;                    North         East     Units Scale Factor Converg.
 DD3527;SPC SC       -   207,299.442   805,487.516   MT  0.99979369   +1 10 17.5
 DD3527;SPC SC       -   680,116.28  2,642,675.58   iFT  0.99979369   +1 10 17.5
 DD3527;UTM  17      - 3,729,188.582   695,880.440   MT  1.00007304   +1 10 20.5
 DD3527
 DD3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3527!SPC SC       -   1.00000485  x   0.99979369  =   0.99979854
 DD3527!UTM  17      -   1.00000485  x   1.00007304  =   1.00007789
 DD3527
 DD3527                          SUPERSEDED SURVEY CONTROL
 DD3527
 DD3527  NAD 83(1986)-  33 41 04.52729(N)    078 53 12.66247(W) AD(       ) 2
 DD3527  NAD 83(1986)-  33 41 04.52648(N)    078 53 12.66295(W) AD(       ) 3
 DD3527  NGVD 29 (11/30/89)    4.17   (m)           13.7    (f) LEVELING    3  
 DD3527
 DD3527.Superseded values are not recommended for survey control.
 DD3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3527.See file dsdata.txt to determine how the superseded data were derived.
 DD3527
 DD3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9588029189(NAD 83)
 DD3527_MARKER: DD = SURVEY DISK
 DD3527_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3527_SP_SET: SIDEWALK
 DD3527_STAMPING: 5400 1987
 DD3527_MARK LOGO: SCCC  
 DD3527_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3527+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3527
 DD3527  HISTORY     - Date     Condition        Report By
 DD3527  HISTORY     - 1987     MONUMENTED       SCCC
 DD3527  HISTORY     - 19970702 GOOD             SCGS
 DD3527  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 DD3527  HISTORY     - 20040411 MARK NOT FOUND   USPSQD
 DD3527  HISTORY     - 20050417 MARK NOT FOUND   USPSQD
 DD3527
 DD3527                          STATION DESCRIPTION
 DD3527
 DD3527'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3527'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH IN THE SOUTH
 DD3527'QUADRANT OF THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY 73) AND 2ND
 DD3527'AVENUE NORTH.
 DD3527'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN THE CONCRETE
 DD3527'SIDEWALK, (7.6 FT) NORTHEAST FROM SCPSA POWER POLE NUMBER 50418,
 DD3527'(7.0 FT) WEST NORTHWEST FROM THE METAL SIGN POST, (16.0 FT) NORTH
 DD3527'NORTHWEST FROM THE CORNER OF THE BUILDING (LIGHTHOUSE MOTEL AND PIER).
 DD3527
 DD3527                          STATION RECOVERY (1997)
 DD3527
 DD3527'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3527'STATION IS LOCATED IN MYRTLE BEACH, 13.95 SOUTHEAST OF CONWAY.
 DD3527'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD3527'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD3527'JUNCTION OF U.S.  HIGHWAY 17 BUSINESS (SOUTH KINGS HIGHWAY) AND U.S.
 DD3527'HIGHWAY 501 (MAIN STREET) IN MYRTLE BEACH, GO SOUTHWEST ON HIGHWAY 17
 DD3527'BUSINESS FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF STATE ROAD 204 (4TH
 DD3527'AVENUE NORTH) , TURN LEFT ON ROAD 204 FOR 0.2 MILE (0.3 KM) TO THE
 DD3527'JUNCTION OF STATE HIGHWAY 73 (OCEAN BOULEVARD) , TURN RIGHT ON HIGHWAY
 DD3527'73 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 417 AND 2ND
 DD3527'AVENUE NORTH AND THE STATION NEAR A POWER POLE IN THE SOUTH ANGLE OF
 DD3527'THE JUNCTION.  STATION IS IN THE SIDEWALK AND LEVEL WITH SIDEWALK,
 DD3527'28.9 FEET (8.8 M) SOUTHEAST OF CENTER OF HIGHWAY, 5.4 FEET (1.6 M)
 DD3527'EAST OF POWER POLE NUMBER 50418 WITH TRANSFORMER, STREET LIGHT AND
 DD3527'ELECTRIC METER BOX, 33.4 FEET (10.2 M) SOUTHWEST OF THE CENTER OF
 DD3527'ROAD, 5.5 FEET (1.7 M) NORTHWEST OF NORTH CORNER OF THE NORTHWEST LEG
 DD3527'OF A SIGN FOR THE LIGHTHOUSE MOTEL, 16.0 FEET (4.9 M) NORTH NORTHWEST
 DD3527'OF THE NORTH CORNER OF THE MOTEL LOBBY, 2.8 FEET (0.9 M) SOUTH OF THE
 DD3527'NORTH EDGE OF THE SOUTH CURB OF INTERSECTION.  NOTE-SANDBAGS REQUIRED.
 DD3527'RECOVERED BY C.E. GEOGHEGAN.
 DD3527
 DD3527                          STATION RECOVERY (1999)
 DD3527
 DD3527'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3527'MARK NOT FOUND.
 DD3527
 DD3527                          STATION RECOVERY (2004)
 DD3527
 DD3527'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3527'MARK NOT FOUND.
 DD3527
 DD3527                          STATION RECOVERY (2005)
 DD3527
 DD3527'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3527'SEARCH WAS MADE IN AREA OF PLOTTED POSITION.  MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3528 ***********************************************************************
 DD3528  DESIGNATION -  5405
 DD3528  PID         -  DD3528
 DD3528  STATE/COUNTY-  SC/HORRY
 DD3528  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3528
 DD3528                         *CURRENT SURVEY CONTROL
 DD3528  ___________________________________________________________________
 DD3528* NAD 83(2001)-  33 41 23.34559(N)    078 52 54.62522(W)     ADJUSTED  
 DD3528* NAVD 88     -         5.06   (+/-2cm)      16.6    (feet)  VERTCON   
 DD3528  ___________________________________________________________________
 DD3528  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DD3528  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3528
 DD3528  HORZ ORDER  -  SECOND
 DD3528  VERT ORDER  -  THIRD ? (See Below)
 DD3528
 DD3528.The horizontal coordinates were established by classical geodetic methods
 DD3528.and adjusted by the National Geodetic Survey in March 2004..
 DD3528
 DD3528.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3528.The vertical order pertains to the NGVD 29 superseded value.
 DD3528
 DD3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3528
 DD3528.The geoid height was determined by GEOID03.
 DD3528
 DD3528;                    North         East     Units Scale Factor Converg.
 DD3528;SPC SC       -   207,888.793   805,939.861   MT  0.99979372   +1 10 27.5
 DD3528;SPC SC       -   682,049.85  2,644,159.65   iFT  0.99979372   +1 10 27.5
 DD3528;UTM  17      - 3,729,778.106   696,332.901   MT  1.00007523   +1 10 31.1
 DD3528
 DD3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3528!SPC SC       -   1.00000466  x   0.99979372  =   0.99979838
 DD3528!UTM  17      -   1.00000466  x   1.00007523  =   1.00007989
 DD3528
 DD3528                          SUPERSEDED SURVEY CONTROL
 DD3528
 DD3528  NAD 83(1986)-  33 41 23.35506(N)    078 52 54.63135(W) AD(       ) 2
 DD3528  NAD 83(1986)-  33 41 23.35468(N)    078 52 54.63202(W) AD(       ) 3
 DD3528  NGVD 29 (11/30/89)    5.37   (m)           17.6    (f) LEVELING    3  
 DD3528
 DD3528.Superseded values are not recommended for survey control.
 DD3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3528.See file dsdata.txt to determine how the superseded data were derived.
 DD3528
 DD3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9633329778(NAD 83)
 DD3528_MARKER: DD = SURVEY DISK
 DD3528_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3528_SP_SET: SIDEWALK
 DD3528_STAMPING: 5405 1987
 DD3528_MARK LOGO: SCCC  
 DD3528_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3528+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD3528
 DD3528  HISTORY     - Date     Condition        Report By
 DD3528  HISTORY     - 1987     MONUMENTED       SCCC
 DD3528  HISTORY     - 19991031 GOOD             USPSQD
 DD3528  HISTORY     - 20010928 GOOD             SCGS
 DD3528  HISTORY     - 20040410 GOOD             USPSQD
 DD3528  HISTORY     - 20050416 GOOD             USPSQD
 DD3528  HISTORY     - 20060415 GOOD             USPSQD
 DD3528
 DD3528                          STATION DESCRIPTION
 DD3528
 DD3528'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3528'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH IN THE SOUTH
 DD3528'QUADRANT OF THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY 73) AND 7TH
 DD3528'AVENUE NORTH.
 DD3528'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN THE CONCRETE
 DD3528'SIDEWALK, (7.6 FT) NORTHEAST FROM SCPSA POWER POLE NUMBER 50406,
 DD3528'(4.2 FT) WEST FROM THE FIRE HYDRANT, (3.2 FT) NORTH NORTHWEST FROM THE
 DD3528'NORTH CORNER OF THE CONCRETE BASE OF THE SIGN (THE DIPLOMAT).
 DD3528
 DD3528                          STATION RECOVERY (1999)
 DD3528
 DD3528'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3528'RECOVERED IN GOOD CONDITION.
 DD3528
 DD3528                          STATION RECOVERY (2001)
 DD3528
 DD3528'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD3528'STATION IS LOCATED IN MYRTLE BEACH, 13.9 MILES (22.4 KM) SOUTHEAST OF
 DD3528'CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD3528'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD3528'JUNCTION OF U.S.  HIGHWAYS 17 BUSINESS (KINGS HIGHWAY) AND 501 IN
 DD3528'MYRTLE BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 0.15 MILE (0.24
 DD3528'KM) TO THE JUNCTION OF 7TH AVENUE NORTH, TURN LEFT ON 7TH AVENUE NORTH
 DD3528'FOR 0.2 MILE (0.3 KM) TO THE STATION IN A SIDEWALK IN THE SOUTH ANGLE
 DD3528'OF THE JUNCTION OF STATE HIGHWAY 73 (OCEAN BOULEVARD) .  STATION IS A
 DD3528'DISK SET INTO A DRILL HOLE IN THE SIDEWALK AND LEVEL WITH OCEAN
 DD3528'BOULEVARD, 7.6 FEET (2.3 M) EAST NORTHEAST OF A POWER POLE WITH STREET
 DD3528'LAMP, 4.2 FEET (1.3 M) WEST NORTHWEST OF A FIRE HYDRANT, 8.2 FEET (2.5
 DD3528'M) NORTH OF THE NORTH CORNER OF THE CONCRETE BASE SUPPORT FOR A MOTEL
 DD3528'SIGN (DIPLOMAT) .  RECOVERED BY D.D.  WOODS.
 DD3528
 DD3528                          STATION RECOVERY (2004)
 DD3528
 DD3528'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3528'RECOVERED IN GOOD CONDITION.
 DD3528
 DD3528                          STATION RECOVERY (2005)
 DD3528
 DD3528'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3528'RECOVERED IN GOOD CONDITION.
 DD3528
 DD3528                          STATION RECOVERY (2006)
 DD3528
 DD3528'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD3528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3529 ***********************************************************************
 DD3529  DESIGNATION -  5410
 DD3529  PID         -  DD3529
 DD3529  STATE/COUNTY-  SC/HORRY
 DD3529  USGS QUAD   -  MYRTLE BEACH (1994)
 DD3529
 DD3529                         *CURRENT SURVEY CONTROL
 DD3529  ___________________________________________________________________
 DD3529* NAD 83(2001)-  33 41 40.57546(N)    078 52 37.11142(W)     ADJUSTED  
 DD3529* NAVD 88     -         5.18   (+/-2cm)      17.0    (feet)  VERTCON   
 DD3529  ___________________________________________________________________
 DD3529  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 DD3529  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3529
 DD3529  HORZ ORDER  -  SECOND
 DD3529  VERT ORDER  -  THIRD ? (See Below)
 DD3529
 DD3529.The horizontal coordinates were established by classical geodetic methods
 DD3529.and adjusted by the National Geodetic Survey in March 2004..
 DD3529
 DD3529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3529.The vertical order pertains to the NGVD 29 superseded value.
 DD3529
 DD3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3529
 DD3529.The geoid height was determined by GEOID03.
 DD3529
 DD3529;                    North         East     Units Scale Factor Converg.
 DD3529;SPC SC       -   208,428.681   806,379.844   MT  0.99979375   +1 10 37.2
 DD3529;SPC SC       -   683,821.13  2,645,603.16   iFT  0.99979375   +1 10 37.2
 DD3529;UTM  17      - 3,730,318.155   696,772.999   MT  1.00007736   +1 10 41.4
 DD3529
 DD3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3529!SPC SC       -   1.00000464  x   0.99979375  =   0.99979839
 DD3529!UTM  17      -   1.00000464  x   1.00007736  =   1.00008200
 DD3529
 DD3529                          SUPERSEDED SURVEY CONTROL
 DD3529
 DD3529  NAD 83(1986)-  33 41 40.58478(N)    078 52 37.11724(W) AD(       ) 2
 DD3529  NAD 83(1986)-  33 41 40.58502(N)    078 52 37.11795(W) AD(       ) 3
 DD3529  NGVD 29 (11/30/89)    5.49   (m)           18.0    (f) LEVELING    3  
 DD3529
 DD3529.Superseded values are not recommended for survey control.
 DD3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3529.See file dsdata.txt to determine how the superseded data were derived.
 DD3529
 DD3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9677330318(NAD 83)
 DD3529_MARKER: DD = SURVEY DISK
 DD3529_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3529_SP_SET: SIDEWALK
 DD3529_STAMPING: 5410 1987
 DD3529_MARK LOGO: SCCC  
 DD3529_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3529+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3529
 DD3529  HISTORY     - Date     Condition        Report By
 DD3529  HISTORY     - 1987     MONUMENTED       SCCC
 DD3529  HISTORY     - 19991031 MARK NOT FOUND   USPSQD
 DD3529  HISTORY     - 20040411 MARK NOT FOUND   USPSQD
 DD3529  HISTORY     - 20050417 MARK NOT FOUND   USPSQD
 DD3529
 DD3529                          STATION DESCRIPTION
 DD3529
 DD3529'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3529'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH IN THE SOUTH
 DD3529'QUADRANT OF THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY 73) AND 13TH
 DD3529'AVENUE NORTH.
 DD3529'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN THE CONCRETE
 DD3529'SIDEWALK, (29.0 FT) SOUTH SOUTHWEST FROM SCPSA POWER POLE WITH A
 DD3529'LIGHT, (5.0 FT) NORTH FROM THE NORTH CORNER OF THE BUILDING (HOLIDAY
 DD3529'INN), (10.0 FT) NORTHEAST FROM THE FIRE HYDRANT.
 DD3529
 DD3529                          STATION RECOVERY (1999)
 DD3529
 DD3529'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3529'MARK NOT FOUND.
 DD3529
 DD3529                          STATION RECOVERY (2004)
 DD3529
 DD3529'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3529'MARK NOT FOUND.
 DD3529
 DD3529                          STATION RECOVERY (2005)
 DD3529
 DD3529'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3529'SEARCH WAS MADE IN AREA OF PLOTTED POSITION.  MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3530 ***********************************************************************
 DD3530  DESIGNATION -  5415
 DD3530  PID         -  DD3530
 DD3530  STATE/COUNTY-  SC/HORRY
 DD3530  USGS QUAD   -  OCEAN FOREST (1984)
 DD3530
 DD3530                         *CURRENT SURVEY CONTROL
 DD3530  ___________________________________________________________________
 DD3530* NAD 83(2001)-  33 41 55.80612(N)    078 52 21.61673(W)     ADJUSTED  
 DD3530* NAVD 88     -         5.472  (meters)      17.95   (feet)  ADJUSTED  
 DD3530  ___________________________________________________________________
 DD3530  X           -   1,025,132.183 (meters)                     COMP
 DD3530  Y           -  -5,211,982.254 (meters)                     COMP
 DD3530  Z           -   3,518,687.260 (meters)                     COMP
 DD3530  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DD3530  ELLIP HEIGHT-         -29.27  (meters)          (03/27/03) GPS OBS
 DD3530  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD3530  DYNAMIC HT  -           5.467 (meters)      17.94  (feet)  COMP
 DD3530  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 DD3530
 DD3530  HORZ ORDER  -  SECOND
 DD3530  VERT ORDER  -  THIRD
 DD3530  ELLP ORDER  -  FOURTH    CLASS II
 DD3530
 DD3530.The horizontal coordinates were established by GPS observations
 DD3530.and adjusted by the National Geodetic Survey in March 2003..
 DD3530
 DD3530.The orthometric height was determined by differential leveling
 DD3530.and adjusted by the National Geodetic Survey in April 1995..
 DD3530
 DD3530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3530
 DD3530.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3530
 DD3530.The ellipsoidal height was determined by GPS observations
 DD3530.and is referenced to NAD 83.
 DD3530
 DD3530.The geoid height was determined by GEOID03.
 DD3530
 DD3530.The dynamic height is computed by dividing the NAVD 88
 DD3530.geopotential number by the normal gravity value computed on the
 DD3530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3530.degrees latitude (g = 980.6199 gals.).
 DD3530
 DD3530.The modeled gravity was interpolated from observed gravity values.
 DD3530
 DD3530;                    North         East     Units Scale Factor Converg.
 DD3530;SPC SC       -   208,905.949   806,769.070   MT  0.99979379   +1 10 45.8
 DD3530;SPC SC       -   685,386.97  2,646,880.15   iFT  0.99979379   +1 10 45.8
 DD3530;UTM  17      - 3,730,795.567   697,162.325   MT  1.00007925   +1 10 50.5
 DD3530
 DD3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3530!SPC SC       -   1.00000460  x   0.99979379  =   0.99979838
 DD3530!UTM  17      -   1.00000460  x   1.00007925  =   1.00008385
 DD3530
 DD3530:                Primary Azimuth Mark                     Grid Az
 DD3530:SPC SC       -  LIBRARY 2                                248 47 49.9
 DD3530:UTM  17      -  LIBRARY 2                                248 47 45.2
 DD3530
 DD3530|---------------------------------------------------------------------|
 DD3530| PID    Reference Object                     Distance      Geod. Az  |
 DD3530|                                                           dddmmss.s |
 DD3530| DD4434 LIBRARY 2                           APPROX. 0.5 KM 2495835.7 |
 DD3530|---------------------------------------------------------------------|
 DD3530
 DD3530                          SUPERSEDED SURVEY CONTROL
 DD3530
 DD3530  NAD 83(1995)-  33 41 55.80625(N)    078 52 21.61645(W) AD(       ) 2
 DD3530  ELLIP H (12/20/99)  -29.29   (m)                       GP(       ) 4 1
 DD3530  NAD 83(1986)-  33 41 55.81496(N)    078 52 21.62223(W) AD(       ) 2
 DD3530  NAD 83(1986)-  33 41 55.81547(N)    078 52 21.62335(W) AD(       ) 3
 DD3530  NGVD 29 (05/09/91)    5.778  (m)           18.96   (f) ADJUSTED    3 0
 DD3530
 DD3530.Superseded values are not recommended for survey control.
 DD3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3530.See file dsdata.txt to determine how the superseded data were derived.
 DD3530
 DD3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9716230796(NAD 83)
 DD3530_MARKER: DD = SURVEY DISK
 DD3530_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3530_SP_SET: SIDEWALK
 DD3530_STAMPING: 5415 1987
 DD3530_MARK LOGO: SCCC  
 DD3530_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3530+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD3530
 DD3530  HISTORY     - Date     Condition        Report By
 DD3530  HISTORY     - 1987     MONUMENTED       SCCC
 DD3530  HISTORY     - 19900924 GOOD             NGS
 DD3530  HISTORY     - 19991031 GOOD             USPSQD
 DD3530  HISTORY     - 20040410 GOOD             USPSQD
 DD3530  HISTORY     - 20050416 GOOD             USPSQD
 DD3530  HISTORY     - 20060415 GOOD             USPSQD
 DD3530
 DD3530                          STATION DESCRIPTION
 DD3530
 DD3530'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3530'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH ALONG OCEAN
 DD3530'BOULEVARD, APPROXIMATELY (675.0 FT) SOUTHWEST FROM THE CENTER LINE OF
 DD3530'THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY 73) AND 20TH AVENUE
 DD3530'NORTH.
 DD3530'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN THE CONCRETE
 DD3530'SIDEWALK, (73.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 DD3530'BUILDING (POINDEXTER ANNEX MOTEL), (17.3 FT) SOUTH SOUTHWEST FROM THE
 DD3530'NORTH END OF THE BRICK RETAINING WALL, (38.5 FT) NORTH NORTHEAST FROM
 DD3530'SCPSA POWER POLE NUMBER 55224.
 DD3530
 DD3530                          STATION RECOVERY (1990)
 DD3530
 DD3530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3530'THE STATION IS IN MYRTLE BEACH.  OWNERSHIP--SCHDPT, PRECONSTRUCTION
 DD3530'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD3530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD3530'(KINGS HIGHWAY) AND U.S HIGHWAY 501 IN MYRTLE BEACH. GO NORTHEAST ON
 DD3530'17 BUSINESS FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF 9TH AVE NORTH,
 DD3530'TURN RIGHT (SOUTHEAST) FOR 0.25 KM (0.16 MI) TO THE JUNCTION OF OCEAN
 DD3530'BLVD (STATE HIGHWAY 73).  TURN LEFT (NORTHEAST) FOR 1.1 KM (0.7 MI)
 DD3530'TO THE STATION ON THE LEFT ACROSS ROAD FROM THE WEST CORNER OF THE
 DD3530'SANDCASTLE MOTEL, APPROXIMATELY 206 M (675.9 FT) SOUTHWEST OF THE
 DD3530'JUNCTION WITH 20TH AVE NORTH.
 DD3530'THE STATION IS LOCATED 22.2 M (72.8 FT) NORTHEAST OF THE EAST CORNER
 DD3530'OF CAROLINES CAFE, 11.7 M (38.4 FT) NORTHEAST OF POWER POLE NO.
 DD3530'55224, 8.7 M (28.5 FT) NORTHWEST OF THE CENTERLINE OF OCEAN BLVD AND
 DD3530'4.3 M (14.1 FT) SOUTHWEST OF THE NORTHEAST END OF A BRICK RETAINING
 DD3530'WALL.
 DD3530
 DD3530                          STATION RECOVERY (1999)
 DD3530
 DD3530'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3530'RECOVERED IN GOOD CONDITION.
 DD3530
 DD3530                          STATION RECOVERY (2004)
 DD3530
 DD3530'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3530'RECOVERED IN GOOD CONDITION.
 DD3530
 DD3530                          STATION RECOVERY (2005)
 DD3530
 DD3530'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3530'RECOVERED IN GOOD CONDITION.
 DD3530
 DD3530                          STATION RECOVERY (2006)
 DD3530
 DD3530'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD3530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3531 ***********************************************************************
 DD3531  DESIGNATION -  5420
 DD3531  PID         -  DD3531
 DD3531  STATE/COUNTY-  SC/HORRY
 DD3531  USGS QUAD   -  OCEAN FOREST (1984)
 DD3531
 DD3531                         *CURRENT SURVEY CONTROL
 DD3531  ___________________________________________________________________
 DD3531* NAD 83(2001)-  33 42 07.84740(N)    078 52 03.59727(W)     ADJUSTED  
 DD3531* NAVD 88     -         3.259  (meters)      10.69   (feet)  ADJUSTED  
 DD3531  ___________________________________________________________________
 DD3531  X           -   1,025,547.404 (meters)                     COMP
 DD3531  Y           -  -5,211,688.901 (meters)                     COMP
 DD3531  Z           -   3,518,994.681 (meters)                     COMP
 DD3531  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DD3531  ELLIP HEIGHT-         -31.48  (meters)          (03/27/03) GPS OBS
 DD3531  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3531  DYNAMIC HT  -           3.256 (meters)      10.68  (feet)  COMP
 DD3531  MODELED GRAV-     979,616.1   (mgal)                       NAVD 88
 DD3531
 DD3531  HORZ ORDER  -  SECOND
 DD3531  VERT ORDER  -  THIRD
 DD3531  ELLP ORDER  -  FOURTH    CLASS II
 DD3531
 DD3531.The horizontal coordinates were established by GPS observations
 DD3531.and adjusted by the National Geodetic Survey in March 2003..
 DD3531
 DD3531.The orthometric height was determined by differential leveling
 DD3531.and adjusted by the National Geodetic Survey in April 1995..
 DD3531
 DD3531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3531
 DD3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3531
 DD3531.The ellipsoidal height was determined by GPS observations
 DD3531.and is referenced to NAD 83.
 DD3531
 DD3531.The geoid height was determined by GEOID03.
 DD3531
 DD3531.The dynamic height is computed by dividing the NAVD 88
 DD3531.geopotential number by the normal gravity value computed on the
 DD3531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3531.degrees latitude (g = 980.6199 gals.).
 DD3531
 DD3531.The modeled gravity was interpolated from observed gravity values.
 DD3531
 DD3531;                    North         East     Units Scale Factor Converg.
 DD3531;SPC SC       -   209,286.349   807,225.272   MT  0.99979382   +1 10 55.8
 DD3531;SPC SC       -   686,635.00  2,648,376.88   iFT  0.99979382   +1 10 55.8
 DD3531;UTM  17      - 3,731,176.087   697,618.649   MT  1.00008147   +1 11 00.8
 DD3531
 DD3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3531!SPC SC       -   1.00000494  x   0.99979382  =   0.99979876
 DD3531!UTM  17      -   1.00000494  x   1.00008147  =   1.00008641
 DD3531
 DD3531:                Primary Azimuth Mark                     Grid Az
 DD3531:SPC SC       -  5425 B                                   037 28 12.0
 DD3531:UTM  17      -  5425 B                                   037 28 07.0
 DD3531
 DD3531|---------------------------------------------------------------------|
 DD3531| PID    Reference Object                     Distance      Geod. Az  |
 DD3531|                                                           dddmmss.s |
 DD3531| DD4577 5425 B                              APPROX. 0.5 KM 0383907.8 |
 DD3531|---------------------------------------------------------------------|
 DD3531
 DD3531                          SUPERSEDED SURVEY CONTROL
 DD3531
 DD3531  NAD 83(1995)-  33 42 07.84755(N)    078 52 03.59697(W) AD(       ) 2
 DD3531  ELLIP H (12/20/99)  -31.50   (m)                       GP(       ) 4 1
 DD3531  NAD 83(1986)-  33 42 07.85588(N)    078 52 03.60257(W) AD(       ) 2
 DD3531  NAD 83(1986)-  33 42 07.85634(N)    078 52 03.60366(W) AD(       ) 3
 DD3531  NGVD 29 (05/09/91)    3.564  (m)           11.69   (f) ADJUSTED    3 0
 DD3531
 DD3531.Superseded values are not recommended for survey control.
 DD3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3531.See file dsdata.txt to determine how the superseded data were derived.
 DD3531
 DD3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9761931176(NAD 83)
 DD3531_MARKER: DD = SURVEY DISK
 DD3531_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3531_SP_SET: SIDEWALK
 DD3531_STAMPING: 5420 1987
 DD3531_MARK LOGO: SCCC  
 DD3531_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3531+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD3531
 DD3531  HISTORY     - Date     Condition        Report By
 DD3531  HISTORY     - 1987     MONUMENTED       SCCC
 DD3531  HISTORY     - 19900918 GOOD             NGS
 DD3531  HISTORY     - 19991031 GOOD             USPSQD
 DD3531  HISTORY     - 20040410 GOOD             USPSQD
 DD3531  HISTORY     - 20050416 GOOD             USPSQD
 DD3531  HISTORY     - 20060415 GOOD             USPSQD
 DD3531
 DD3531                          STATION DESCRIPTION
 DD3531
 DD3531'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3531'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, APPROXIMATELY
 DD3531'(160.0 FT) NORTHEAST FROM THE CENTERLINE INTERSECTION OF OCEAN
 DD3531'BOULEVARD (HIGHWAY 73) AND 23RD AVENUE NORTH, SET NEAR THE SOUTHEAST
 DD3531'END OF THE PUBLIC BEACH ACCESS.
 DD3531'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3531'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE,
 DD3531'(132.8 FT) EAST SOUTHEAST FROM THE SOUTH CORNER OF THE BUILDING
 DD3531'(CHANDLERS INN MOTEL), (66.4 FT) SOUTHEAST FROM THE SOUTH CORNER OF
 DD3531'THE CONCRETE BLOCK RETAINING WALL AROUND THE SURFRIDER HOTEL POOL
 DD3531'AREA, (6.5 FT) SOUTH SOUTHWEST FROM THE PALMETTO TREE, (3.0 FT) EAST
 DD3531'NORTHEAST FROM THE PALMETTO TREE.
 DD3531
 DD3531                          STATION RECOVERY (1990)
 DD3531
 DD3531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3531'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3531'SC 29202, PHONE 803-737-1314.
 DD3531'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD3531'(KINGS HIGHWAY) AND U.S HIGHWAY 501 IN MYRTLE BEACH. GO NORTHEAST ON
 DD3531'17 BUSINESS FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF 9TH AVE NORTH,
 DD3531'TURN RIGHT (SOUTHEAST) FOR 0.25 KM (0.16 MI) TO THE JUNCTION OF OCEAN
 DD3531'BLVD (STATE HIGHWAY 73).  TURN LEFT (NORTHEAST) FOR 1.69 KM
 DD3531'(1.05 MI) TO A DRIVEWAY BETWEEN CHANDLERS INN AND THE SURF RIDER
 DD3531'MOTEL ON THE RIGHT AND JUST PAST 23RD AVENUE NORTH.  TURN RIGHT AND
 DD3531'GO SOUTHEAST ON DRIVEWAY FOR 0.08 KM (0.05 MI) TO THE EAST CORNER OF
 DD3531'A GRAVEL PARKING LOT AND THE STATION ON THE LEFT.
 DD3531'THE STATION IS LOCATED 20.3 M (66.6 FT) SOUTHEAST OF THE SOUTH CORNER
 DD3531'OF POOL DECK OF THE SURF RIDER MOTEL, 13.8 M (45.3 FT) SOUTHWEST FROM
 DD3531'THE SOUTHWEST EDGE OF CONCRETE WALKWAY LEADING FROM THE SURF RIDER
 DD3531'MOTEL TO BEACH, 3.5 M (11.5 FT) NORTHEAST FROM EAST CORNER OF PARKING
 DD3531'LOT, 0.9 M (3.0 FT) EAST OF THE SOUTHWEST MOST 1 OF LINE OF PALM
 DD3531'TREES AND 0.3 M (1.0 FT) NORTHWEST FROM A WITNESS POST.
 DD3531
 DD3531                          STATION RECOVERY (1999)
 DD3531
 DD3531'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3531'RECOVERED IN GOOD CONDITION.
 DD3531
 DD3531                          STATION RECOVERY (2004)
 DD3531
 DD3531'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3531'RECOVERED IN GOOD CONDITION.
 DD3531
 DD3531                          STATION RECOVERY (2005)
 DD3531
 DD3531'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3531'RECOVERED IN GOOD CONDITION.
 DD3531
 DD3531                          STATION RECOVERY (2006)
 DD3531
 DD3531'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD3531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3532 ***********************************************************************
 DD3532  DESIGNATION -  5425
 DD3532  PID         -  DD3532
 DD3532  STATE/COUNTY-  SC/HORRY
 DD3532  USGS QUAD   -  OCEAN FOREST (1984)
 DD3532
 DD3532                         *CURRENT SURVEY CONTROL
 DD3532  ___________________________________________________________________
 DD3532* NAD 83(2001)-  33 42 19.93419(N)    078 51 48.19146(W)     ADJUSTED  
 DD3532* NAVD 88     -         3.87   (+/-2cm)      12.7    (feet)  VERTCON   
 DD3532  ___________________________________________________________________
 DD3532  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 DD3532  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3532
 DD3532  HORZ ORDER  -  SECOND
 DD3532  VERT ORDER  -  THIRD ? (See Below)
 DD3532
 DD3532.The horizontal coordinates were established by classical geodetic methods
 DD3532.and adjusted by the National Geodetic Survey in March 2004..
 DD3532
 DD3532.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3532.The vertical order pertains to the NGVD 29 superseded value.
 DD3532
 DD3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3532
 DD3532.The geoid height was determined by GEOID03.
 DD3532
 DD3532;                    North         East     Units Scale Factor Converg.
 DD3532;SPC SC       -   209,666.782   807,614.134   MT  0.99979386   +1 11 04.3
 DD3532;SPC SC       -   687,883.14  2,649,652.67   iFT  0.99979386   +1 11 04.3
 DD3532;UTM  17      - 3,731,556.640   698,007.614   MT  1.00008337   +1 11 09.8
 DD3532
 DD3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3532!SPC SC       -   1.00000485  x   0.99979386  =   0.99979870
 DD3532!UTM  17      -   1.00000485  x   1.00008337  =   1.00008822
 DD3532
 DD3532                          SUPERSEDED SURVEY CONTROL
 DD3532
 DD3532  NAD 83(1986)-  33 42 19.94269(N)    078 51 48.19674(W) AD(       ) 2
 DD3532  NAD 83(1986)-  33 42 19.94361(N)    078 51 48.19831(W) AD(       ) 3
 DD3532  NGVD 29 (11/30/89)    4.18   (m)           13.7    (f) LEVELING    3  
 DD3532
 DD3532.Superseded values are not recommended for survey control.
 DD3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3532.See file dsdata.txt to determine how the superseded data were derived.
 DD3532
 DD3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9800831557(NAD 83)
 DD3532_MARKER: DD = SURVEY DISK
 DD3532_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3532_SP_SET: CURB
 DD3532_STAMPING: 5425 1987
 DD3532_MARK LOGO: SCCC  
 DD3532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3532+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3532
 DD3532  HISTORY     - Date     Condition        Report By
 DD3532  HISTORY     - 1987     MONUMENTED       SCCC
 DD3532  HISTORY     - 19970618 MARK NOT FOUND   SCGS
 DD3532  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD3532  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD3532
 DD3532                          STATION DESCRIPTION
 DD3532
 DD3532'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3532'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, APPROXIMATELY
 DD3532'(55.0 FT) SOUTHWEST FROM THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY
 DD3532'73) AND 27TH AVENUE NORTH, SET NEAR THE SOUTHEAST END OF THE PUBLIC
 DD3532'BEACH ACCESS.
 DD3532'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN A CONCRETE CURB
 DD3532'AND PROJECTING (0.5 FT) ABOVE THE STREET GRADE, (52.1 FT) SOUTHEAST
 DD3532'FROM THE SOUTH CORNER OF THE BUILDING (COURT CAPRI HOTEL), (51.9 FT)
 DD3532'SOUTH SOUTHEAST FROM THE EAST CORNER OF THE BUILDING (COURT CAPRI
 DD3532'HOTEL).
 DD3532
 DD3532                          STATION RECOVERY (1997)
 DD3532
 DD3532'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3532'NOT RECOVERED, REPORTED DESTROYED DURING HURRICANE HUGO BY EMPLOYEES
 DD3532'OF THE MOTEL.  RECOVERY BY C.E.  GEOGHEGAN.
 DD3532
 DD3532                          STATION RECOVERY (2004)
 DD3532
 DD3532'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3532'MARK NOT FOUND.
 DD3532
 DD3532                          STATION RECOVERY (2005)
 DD3532
 DD3532'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4577 ***********************************************************************
 DD4577  DESIGNATION -  5425 B
 DD4577  PID         -  DD4577
 DD4577  STATE/COUNTY-  SC/HORRY
 DD4577  USGS QUAD   -  OCEAN FOREST (1984)
 DD4577
 DD4577                         *CURRENT SURVEY CONTROL
 DD4577  ___________________________________________________________________
 DD4577* NAD 83(2001)-  33 42 20.75773(N)    078 51 51.24283(W)     ADJUSTED  
 DD4577* NAVD 88     -         5.409  (meters)      17.75   (feet)  ADJUSTED  
 DD4577  ___________________________________________________________________
 DD4577  X           -   1,025,817.277 (meters)                     COMP
 DD4577  Y           -  -5,211,412.653 (meters)                     COMP
 DD4577  Z           -   3,519,326.784 (meters)                     COMP
 DD4577  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 DD4577  ELLIP HEIGHT-         -29.33  (meters)          (03/27/03) GPS OBS
 DD4577  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD4577  DYNAMIC HT  -           5.403 (meters)      17.73  (feet)  COMP
 DD4577  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 DD4577
 DD4577  HORZ ORDER  -  SECOND
 DD4577  VERT ORDER  -  THIRD
 DD4577  ELLP ORDER  -  FOURTH    CLASS II
 DD4577
 DD4577.The horizontal coordinates were established by GPS observations
 DD4577.and adjusted by the National Geodetic Survey in March 2003..
 DD4577
 DD4577.The orthometric height was determined by differential leveling
 DD4577.and adjusted by the National Geodetic Survey in April 1995..
 DD4577
 DD4577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4577
 DD4577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4577
 DD4577.The ellipsoidal height was determined by GPS observations
 DD4577.and is referenced to NAD 83.
 DD4577
 DD4577.The geoid height was determined by GEOID03.
 DD4577
 DD4577.The dynamic height is computed by dividing the NAVD 88
 DD4577.geopotential number by the normal gravity value computed on the
 DD4577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4577.degrees latitude (g = 980.6199 gals.).
 DD4577
 DD4577.The modeled gravity was interpolated from observed gravity values.
 DD4577
 DD4577;                    North         East     Units Scale Factor Converg.
 DD4577;SPC SC       -   209,690.521   807,535.068   MT  0.99979386   +1 11 02.6
 DD4577;SPC SC       -   687,961.03  2,649,393.27   iFT  0.99979386   +1 11 02.6
 DD4577;UTM  17      - 3,731,580.384   697,928.524   MT  1.00008298   +1 11 08.1
 DD4577
 DD4577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4577!SPC SC       -   1.00000460  x   0.99979386  =   0.99979846
 DD4577!UTM  17      -   1.00000460  x   1.00008298  =   1.00008758
 DD4577
 DD4577:                Primary Azimuth Mark                     Grid Az
 DD4577:SPC SC       -  5430                                     052 45 45.5
 DD4577:UTM  17      -  5430                                     052 45 40.0
 DD4577
 DD4577|---------------------------------------------------------------------|
 DD4577| PID    Reference Object                     Distance      Geod. Az  |
 DD4577|                                                           dddmmss.s |
 DD4577| DD3533 5430                                495.336 METERS 0535648.1 |
 DD4577| DD3531 5420                                APPROX. 0.5 KM 2183914.6 |
 DD4577|---------------------------------------------------------------------|
 DD4577
 DD4577                          SUPERSEDED SURVEY CONTROL
 DD4577
 DD4577  NAD 83(1995)-  33 42 20.75788(N)    078 51 51.24253(W) AD(       ) 2
 DD4577  ELLIP H (12/20/99)  -29.34   (m)                       GP(       ) 4 1
 DD4577  NAD 83(1986)-  33 42 20.76637(N)    078 51 51.24817(W) AD(       ) 2
 DD4577  NGVD 29 (05/09/91)    5.715  (m)           18.75   (f) ADJUSTED    3 0
 DD4577
 DD4577.Superseded values are not recommended for survey control.
 DD4577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4577.See file dsdata.txt to determine how the superseded data were derived.
 DD4577
 DD4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9792931580(NAD 83)
 DD4577_MARKER: P = PIPE CAP
 DD4577_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD4577_STAMPING: 5425 B 1990
 DD4577_MARK LOGO: SCCC  
 DD4577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4577+STABILITY: SURFACE MOTION
 DD4577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4577+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD4577
 DD4577  HISTORY     - Date     Condition        Report By
 DD4577  HISTORY     - 1990     MONUMENTED       NGS
 DD4577  HISTORY     - 19970618 GOOD             SCGS
 DD4577  HISTORY     - 20040411 GOOD             USPSQD
 DD4577  HISTORY     - 20050417 GOOD             USPSQD
 DD4577  HISTORY     - 20060822 GOOD             USPSQD
 DD4577
 DD4577                          STATION DESCRIPTION
 DD4577
 DD4577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4577'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4577'SC 29202, PHONE 803-737-1314.
 DD4577'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4577'AND 67TH AVENUE NORTH IN MYRTLE BEACH, GO SOUTHEAST ON 67TH AVENUE
 DD4577'NORTH FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAY 73 (OCEAN
 DD4577'BOULEVARD), TURN RIGHT ON OCEAN BOULEVARD AND GO 5.47 KM (3.40 MI) TO
 DD4577'THE JUNCTION OF 27TH AVENUE NORTH, CONTINUE AHEAD ON OCEAN BOULEVARD
 DD4577'FOR 0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT BETWEEN THE DRIVEWAYS
 DD4577'FOR THE SEADIP MOTEL PARKING LOT.
 DD4577'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF
 DD4577'PREFABRICATED ALUMINUM PIPE.  LOCATED 11.0 M (36.1 FT) NORTHEAST OF
 DD4577'THE SOUTHWEST ENTRANCE TO MOTEL, 7.8 M (25.6 FT) NORTHWEST FROM
 DD4577'CENTER OF OCEAN BOULEVARD, 2.3 M (7.5 FT) SOUTH OF POWER POLE 60962,
 DD4577'0.90 M (2.95 FT) WEST OF A LIGHT POLE AND 0.55 M (1.80 FT) NORTHWEST
 DD4577'OF THE CURB.
 DD4577
 DD4577                          STATION RECOVERY (1997)
 DD4577
 DD4577'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4577'STATION IS LOCATED 1.75 MILES (2.82 KM) NORTHEAST OF MYRTLE BEACH,
 DD4577'13.9 MILES (22.4 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD4577'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4577'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4577'17 BUSINESS (KINGS HIGHWAY) AND 501 (MAIN STREET) IN MYRTLE BEACH, GO
 DD4577'EAST NORTHEAST ON HIGHWAY 17 BUSINESS FOR 1.45 MILES (2.33 KM) TO THE
 DD4577'JUNCTION OF STATE ROAD 294 (27TH AVENUE NORTH) , TURN RIGHT ON ROAD
 DD4577'294 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE HIGHWAY 73 (OCEAN
 DD4577'BOULEVARD) , TURN RIGHT ON HIGHWAY 73 FOR 0.05 MILE (0.08 KM) TO THE
 DD4577'STATION ON THE RIGHT NEAR A STREET LIGHT POLE, ACROSS THE HIGHWAY FROM
 DD4577'THE SEA DIP MOTEL.  STATION IS A PIPE MARK WITH CAP IN A 0.4 FOOT
 DD4577'(12.2 CM) PVC PIPE FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE
 DD4577'THE HIGHWAY, 2.3 FEET (0.7 M) NORTH NORTHWEST OF THE SOUTHEAST EDGE OF
 DD4577'THE HIGHWAY CURB, 2.2 FEET (0.7 M) WEST SOUTHWEST OF THE WEST CORNER
 DD4577'OF THE CONCRETE BASE FOR THE LIGHT POLE, 68.3 FEET (20.8 M) EAST OF
 DD4577'THE EAST CORNER OF A POOL ENCLOSURE, 7.1 FEET (2.2 M) SOUTH SOUTHEAST
 DD4577'OF THE POWER POLE NUMBER 60962 WITH STREET LIGHT.  RECOVERED BY C.E.
 DD4577'GEOGHEGAN.
 DD4577
 DD4577                          STATION RECOVERY (2004)
 DD4577
 DD4577'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4577'RECOVERED IN GOOD CONDITION.
 DD4577
 DD4577                          STATION RECOVERY (2005)
 DD4577
 DD4577'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4577'RECOVERED IN GOOD CONDITION.
 DD4577
 DD4577                          STATION RECOVERY (2006)
 DD4577
 DD4577'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD4577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3533 ***********************************************************************
 DD3533  DESIGNATION -  5430
 DD3533  PID         -  DD3533
 DD3533  STATE/COUNTY-  SC/HORRY
 DD3533  USGS QUAD   -  OCEAN FOREST (1984)
 DD3533
 DD3533                         *CURRENT SURVEY CONTROL
 DD3533  ___________________________________________________________________
 DD3533* NAD 83(2001)-  33 42 30.21935(N)    078 51 35.69070(W)     ADJUSTED  
 DD3533* NAVD 88     -         3.063  (meters)      10.05   (feet)  ADJUSTED  
 DD3533  ___________________________________________________________________
 DD3533  X           -   1,026,178.575 (meters)                     COMP
 DD3533  Y           -  -5,211,174.648 (meters)                     COMP
 DD3533  Z           -   3,519,567.987 (meters)                     COMP
 DD3533  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 DD3533  ELLIP HEIGHT-         -31.68  (meters)          (03/27/03) GPS OBS
 DD3533  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3533  DYNAMIC HT  -           3.060 (meters)      10.04  (feet)  COMP
 DD3533  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 DD3533
 DD3533  HORZ ORDER  -  SECOND
 DD3533  VERT ORDER  -  THIRD
 DD3533  ELLP ORDER  -  FOURTH    CLASS II
 DD3533
 DD3533.The horizontal coordinates were established by GPS observations
 DD3533.and adjusted by the National Geodetic Survey in March 2003..
 DD3533
 DD3533.The orthometric height was determined by differential leveling
 DD3533.and adjusted by the National Geodetic Survey in April 1995..
 DD3533
 DD3533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3533
 DD3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3533
 DD3533.The ellipsoidal height was determined by GPS observations
 DD3533.and is referenced to NAD 83.
 DD3533
 DD3533.The geoid height was determined by GEOID03.
 DD3533
 DD3533.The dynamic height is computed by dividing the NAVD 88
 DD3533.geopotential number by the normal gravity value computed on the
 DD3533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3533.degrees latitude (g = 980.6199 gals.).
 DD3533
 DD3533.The modeled gravity was interpolated from observed gravity values.
 DD3533
 DD3533;                    North         East     Units Scale Factor Converg.
 DD3533;SPC SC       -   209,990.196   807,929.341   MT  0.99979389   +1 11 11.3
 DD3533;SPC SC       -   688,944.21  2,650,686.81   iFT  0.99979389   +1 11 11.3
 DD3533;UTM  17      - 3,731,880.156   698,322.904   MT  1.00008491   +1 11 17.0
 DD3533
 DD3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3533!SPC SC       -   1.00000497  x   0.99979389  =   0.99979886
 DD3533!UTM  17      -   1.00000497  x   1.00008491  =   1.00008988
 DD3533
 DD3533:                Primary Azimuth Mark                     Grid Az
 DD3533:SPC SC       -  5425 B                                   232 45 45.5
 DD3533:UTM  17      -  5425 B                                   232 45 39.8
 DD3533
 DD3533|---------------------------------------------------------------------|
 DD3533| PID    Reference Object                     Distance      Geod. Az  |
 DD3533|                                                           dddmmss.s |
 DD3533| DD4577 5425 B                              495.336 METERS 2335656.8 |
 DD3533|---------------------------------------------------------------------|
 DD3533
 DD3533                          SUPERSEDED SURVEY CONTROL
 DD3533
 DD3533  NAD 83(1995)-  33 42 30.21950(N)    078 51 35.69040(W) AD(       ) 2
 DD3533  ELLIP H (12/20/99)  -31.70   (m)                       GP(       ) 4 1
 DD3533  NAD 83(1986)-  33 42 30.22797(N)    078 51 35.69610(W) AD(       ) 2
 DD3533  NAD 83(1986)-  33 42 30.22932(N)    078 51 35.69815(W) AD(       ) 3
 DD3533  NGVD 29 (05/09/91)    3.369  (m)           11.05   (f) ADJUSTED    3 0
 DD3533
 DD3533.Superseded values are not recommended for survey control.
 DD3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3533.See file dsdata.txt to determine how the superseded data were derived.
 DD3533
 DD3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9832331880(NAD 83)
 DD3533_MARKER: DD = SURVEY DISK
 DD3533_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DD3533+WITH SETTING: PAVEMENT
 DD3533_SP_SET: DECK
 DD3533_STAMPING: 5430 1987
 DD3533_MARK LOGO: SCCC  
 DD3533_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3533+STABILITY: SURFACE MOTION
 DD3533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3533+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 DD3533
 DD3533  HISTORY     - Date     Condition        Report By
 DD3533  HISTORY     - 1987     MONUMENTED       SCCC
 DD3533  HISTORY     - 19900918 GOOD             NGS
 DD3533  HISTORY     - 19970618 GOOD             SCGS
 DD3533  HISTORY     - 20060223 GOOD             USPSQD
 DD3533
 DD3533                          STATION DESCRIPTION
 DD3533
 DD3533'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3533'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, SET NEAR THE
 DD3533'INTERSECTION OF 31ST AVENUE NORTH AND THE ATLANTIC OCEAN.
 DD3533'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN A CONCRETE POOL
 DD3533'DECK, (84.4 FT) SOUTH SOUTHEAST FROM THE SOUTH CORNER OF THE BUILDING
 DD3533'(JAMACIAN HOTEL), (86.8 FT) SOUTH SOUTHEAST FROM THE SCGS MARKER
 DD3533'026-055 RM 1 1981, (3.0 FT) WEST NORTHWEST FROM THE EAST CORNER OF THE
 DD3533'CONCRETE BLOCK WALL SURROUNDING THE POOL AREA AT THE JAMACIAN HOTEL.
 DD3533
 DD3533                          STATION RECOVERY (1990)
 DD3533
 DD3533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3533'THE STATION IS IN MYRTLE BEACH.  OWNERSHIP--SCHDPT, PRECONSTRUCTION
 DD3533'ENGINEER, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD3533'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD3533'(KINGS HIGHWAY) AND U.S HIGHWAY 501 IN MYRTLE BEACH. GO NORTHEAST ON
 DD3533'17 BUSINESS FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF 9TH AVE NORTH,
 DD3533'TURN RIGHT (SOUTHEAST) FOR 0.25 KM (0.16 MI) TO THE JUNCTION OF OCEAN
 DD3533'BLVD (STATE HIGHWAY 73).  TURN LEFT (NORTHEAST) FOR 2.7 KM (1.7 MI) TO
 DD3533'THE JUNCTION OF 31ST AVE NORTH ON THE LEFT AND THE JAMACIAN MOTEL AND
 DD3533'STATION ON RIGHT,  A SCCC DISK IN THE CONCRETE DECK OF THE SWIMMING
 DD3533'POOL ON THE SOUTHEAST SIDE OF THE MOTEL.  LOCATED 14.6 M (47.9 FT)
 DD3533'SOUTHEAST OF THE EAST CORNER OF THE MOTEL, 0.6 M (2.0 FT) SOUTHWEST OF
 DD3533'THE NORTHEAST CONCRETE BLOCK WALL AROUND POOL AND 0.6 M (2.0 FT)
 DD3533'NORTHWEST OF THE SOUTHEAST CONCRETE BLOCK WALL AROUND POOL.
 DD3533
 DD3533                          STATION RECOVERY (1997)
 DD3533
 DD3533'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3533'STATION IS LOCATED 2.05 MILES (3.30 KM) NORTHEAST OF MYRTLE BEACH,
 DD3533'13.90 MILES (22.37 KM) SOUTHEAST OF CONWAY, OWNERSHIP-JAMAICAN MOTOR
 DD3533'INN, D.A.  WILLIAMS, MANAGER, P.O.  BOX 1267, 3006 NORTH OCEAN
 DD3533'BOULEVARD, MYRTLE BEACH, SC 29578-1267 PHONE 803-448-4321 OR
 DD3533'800-258-1164.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 DD3533'HIGHWAYS 17 BUSINESS (KINGS HIGHWAY) AND 501 (MAIN STREET) IN MYRTLE
 DD3533'BEACH, GO EAST NORTHEAST ON HIGHWAY 17 BUSINESS FOR 1.7 MILES (2.7 KM)
 DD3533'TURN RIGHT ON ROAD 352 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF
 DD3533'STATE HIGHWAY 73 (OCEAN BOULEVARD) AND A PARKING LOT BESIDE THE
 DD3533'JAMAICAN MOTOR INN, CONTINUE AHEAD THROUGH THE PARKING LOT FOR 0.05
 DD3533'MILE (0.08 KM) TO THE STATION ON THE RIGHT IN THE EAST CORNER OF THE
 DD3533'POOL DECK.  STATION IS A DRILL MARK IN THE POOL DECK AND 1.0 FOOT (0.3
 DD3533'M) ABOVE THE PARKING LOT 48.1 FEET (14.7 M) SOUTHEAST OF THE EAST
 DD3533'CORNER OF THE INN, 3.0 FEET (0.9 M) WEST OF THE EAST INSIDE CORNER OF
 DD3533'THE WALL SURROUNDING THE POOL, 86.9 FEET (26.5 M) SOUTH SOUTHEAST OF
 DD3533'SURVEY STATION 026 055 RM 1.  RECOVERED BY C.E.  GEOGHEGAN
 DD3533
 DD3533                          STATION RECOVERY (2006)
 DD3533
 DD3533'RECOVERY NOTE BY US POWER SQUADRON 2006 (OD)
 DD3533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3534 ***********************************************************************
 DD3534  DESIGNATION -  5435
 DD3534  PID         -  DD3534
 DD3534  STATE/COUNTY-  SC/HORRY
 DD3534  USGS QUAD   -  OCEAN FOREST (1984)
 DD3534
 DD3534                         *CURRENT SURVEY CONTROL
 DD3534  ___________________________________________________________________
 DD3534* NAD 83(2001)-  33 42 48.21360(N)    078 51 14.02106(W)     ADJUSTED  
 DD3534* NAVD 88     -         3.49   (+/-2cm)      11.5    (feet)  VERTCON   
 DD3534  ___________________________________________________________________
 DD3534  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DD3534  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD3534
 DD3534  HORZ ORDER  -  SECOND
 DD3534  VERT ORDER  -  THIRD ? (See Below)
 DD3534
 DD3534.The horizontal coordinates were established by classical geodetic methods
 DD3534.and adjusted by the National Geodetic Survey in March 2004..
 DD3534
 DD3534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3534.The vertical order pertains to the NGVD 29 superseded value.
 DD3534
 DD3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3534
 DD3534.The geoid height was determined by GEOID03.
 DD3534
 DD3534;                    North         East     Units Scale Factor Converg.
 DD3534;SPC SC       -   210,555.939   808,475.586   MT  0.99979395   +1 11 23.3
 DD3534;SPC SC       -   690,800.32  2,652,478.96   iFT  0.99979395   +1 11 23.3
 DD3534;UTM  17      - 3,732,446.081   698,869.291   MT  1.00008758   +1 11 29.6
 DD3534
 DD3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3534!SPC SC       -   1.00000491  x   0.99979395  =   0.99979886
 DD3534!UTM  17      -   1.00000491  x   1.00008758  =   1.00009249
 DD3534
 DD3534                          SUPERSEDED SURVEY CONTROL
 DD3534
 DD3534  NAD 83(1986)-  33 42 48.22236(N)    078 51 14.02665(W) AD(       ) 2
 DD3534  NAD 83(1986)-  33 42 48.22417(N)    078 51 14.02922(W) AD(       ) 3
 DD3534  NGVD 29 (11/30/89)    3.80   (m)           12.5    (f) LEVELING    3  
 DD3534
 DD3534.Superseded values are not recommended for survey control.
 DD3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3534.See file dsdata.txt to determine how the superseded data were derived.
 DD3534
 DD3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9886932446(NAD 83)
 DD3534_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3534_SETTING: 0 = UNSPECIFIED SETTING
 DD3534_STAMPING: 5435 1987
 DD3534_MARK LOGO: SCCC  
 DD3534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3534+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3534
 DD3534  HISTORY     - Date     Condition        Report By
 DD3534  HISTORY     - 1987     MONUMENTED       SCCC
 DD3534  HISTORY     - 19970618 MARK NOT FOUND   SCGS
 DD3534  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD3534  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD3534
 DD3534                          STATION DESCRIPTION
 DD3534
 DD3534'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3534'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, SET NEAR THE
 DD3534'SOUTHEAST END OF THE PUBLIC BEACH ACCESS LEADING FROM THE INTERSECTION
 DD3534'OF OCEAN BOULEVARD (HIGHWAY 73) AND 38TH AVENUE NORTH.
 DD3534'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3534'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3534'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (52.7 FT)
 DD3534'SOUTHEAST FROM SCPSA POWER POLE NUMBER 49058, (22.5 FT) SOUTH
 DD3534'SOUTHEAST FROM THE SOUTH CORNER OF THE CONCRETE BLOCK RETAINING WALL
 DD3534'SURROUNDING A TWO-STORY WOOD FRAME HOUSE, (25.0 FT) NORTH NORTHEAST
 DD3534'FROM THE NORTH CORNER OF THE PUBLIC WOODEN DECK AND GAZEBO.
 DD3534
 DD3534                          STATION RECOVERY (1997)
 DD3534
 DD3534'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3534'NOT RECOVERED, AREA WHERE MEASUREMENTS CONVERGED WAS THOROUGHLY
 DD3534'PROBED, SEARCHED 20 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
 DD3534
 DD3534                          STATION RECOVERY (2004)
 DD3534
 DD3534'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3534'MARK NOT FOUND.
 DD3534
 DD3534                          STATION RECOVERY (2005)
 DD3534
 DD3534'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4576 ***********************************************************************
 DD4576  DESIGNATION -  5435 B
 DD4576  PID         -  DD4576
 DD4576  STATE/COUNTY-  SC/HORRY
 DD4576  USGS QUAD   -  OCEAN FOREST (1984)
 DD4576
 DD4576                         *CURRENT SURVEY CONTROL
 DD4576  ___________________________________________________________________
 DD4576* NAD 83(2001)-  33 42 49.06308(N)    078 51 15.77522(W)     ADJUSTED  
 DD4576* NAVD 88     -         5.904  (meters)      19.37   (feet)  ADJUSTED  
 DD4576  ___________________________________________________________________
 DD4576  X           -   1,026,619.894 (meters)                     COMP
 DD4576  Y           -  -5,210,761.715 (meters)                     COMP
 DD4576  Z           -   3,520,052.516 (meters)                     COMP
 DD4576  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DD4576  ELLIP HEIGHT-         -28.84  (meters)          (03/27/03) GPS OBS
 DD4576  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD4576  DYNAMIC HT  -           5.898 (meters)      19.35  (feet)  COMP
 DD4576  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 DD4576
 DD4576  HORZ ORDER  -  SECOND
 DD4576  VERT ORDER  -  THIRD
 DD4576  ELLP ORDER  -  FOURTH    CLASS II
 DD4576
 DD4576.The horizontal coordinates were established by GPS observations
 DD4576.and adjusted by the National Geodetic Survey in March 2003..
 DD4576
 DD4576.The orthometric height was determined by differential leveling
 DD4576.and adjusted by the National Geodetic Survey in April 1995..
 DD4576
 DD4576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4576
 DD4576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4576
 DD4576.The ellipsoidal height was determined by GPS observations
 DD4576.and is referenced to NAD 83.
 DD4576
 DD4576.The geoid height was determined by GEOID03.
 DD4576
 DD4576.The dynamic height is computed by dividing the NAVD 88
 DD4576.geopotential number by the normal gravity value computed on the
 DD4576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4576.degrees latitude (g = 980.6199 gals.).
 DD4576
 DD4576.The modeled gravity was interpolated from observed gravity values.
 DD4576
 DD4576;                    North         East     Units Scale Factor Converg.
 DD4576;SPC SC       -   210,581.163   808,429.895   MT  0.99979395   +1 11 22.3
 DD4576;SPC SC       -   690,883.08  2,652,329.05   iFT  0.99979395   +1 11 22.3
 DD4576;UTM  17      - 3,732,471.311   698,823.586   MT  1.00008736   +1 11 28.7
 DD4576
 DD4576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4576!SPC SC       -   1.00000453  x   0.99979395  =   0.99979848
 DD4576!UTM  17      -   1.00000453  x   1.00008736  =   1.00009189
 DD4576
 DD4576:                Primary Azimuth Mark                     Grid Az
 DD4576:SPC SC       -  5440 B                                   040 13 30.1
 DD4576:UTM  17      -  5440 B                                   040 13 23.7
 DD4576
 DD4576|---------------------------------------------------------------------|
 DD4576| PID    Reference Object                     Distance      Geod. Az  |
 DD4576|                                                           dddmmss.s |
 DD4576| DD4575 5440 B                              APPROX. 0.6 KM 0412452.4 |
 DD4576|---------------------------------------------------------------------|
 DD4576
 DD4576                          SUPERSEDED SURVEY CONTROL
 DD4576
 DD4576  NAD 83(1995)-  33 42 49.06324(N)    078 51 15.77490(W) AD(       ) 2
 DD4576  ELLIP H (12/20/99)  -28.86   (m)                       GP(       ) 4 1
 DD4576  NAD 83(1986)-  33 42 49.07169(N)    078 51 15.78059(W) AD(       ) 2
 DD4576  NGVD 29 (05/09/91)    6.210  (m)           20.37   (f) ADJUSTED    3 0
 DD4576
 DD4576.Superseded values are not recommended for survey control.
 DD4576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4576.See file dsdata.txt to determine how the superseded data were derived.
 DD4576
 DD4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9882432471(NAD 83)
 DD4576_MARKER: P = PIPE CAP
 DD4576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD4576_STAMPING: 5435 B 1990
 DD4576_MARK LOGO: SCCC  
 DD4576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4576+STABILITY: SURFACE MOTION
 DD4576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4576+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 DD4576
 DD4576  HISTORY     - Date     Condition        Report By
 DD4576  HISTORY     - 1990     MONUMENTED       NGS
 DD4576  HISTORY     - 19970618 GOOD             SCGS
 DD4576
 DD4576                          STATION DESCRIPTION
 DD4576
 DD4576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4576'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4576'SC 29202, PHONE 803-737-1314.
 DD4576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4576'AND 67TH AVENUE NORTH IN MYRTLE BEACH, GO SOUTHEAST ON 67TH AVENUE
 DD4576'NORTH FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAY 73 (OCEAN
 DD4576'BOULEVARD), TURN RIGHT ON OCEAN BOULEVARD AND GO 4.10 KM (2.55 MI) TO
 DD4576'THE MARK ON THE LEFT AT THE JUNCTION OF 38TH AVENUE NORTH IN THE
 DD4576'SOUTH ANGLE OF THE JUNCTION.
 DD4576'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF
 DD4576'PREFABRICATED ALUMINUM PIPE.  LOCATED 7.9 M (25.9 FT) SOUTHEAST OF
 DD4576'CENTER OF OCEAN BLVD, 5.4 M (17.7 FT) SOUTHWEST OF EXTENDED
 DD4576'CENTERLINE OF 38TH AVENUE NORTH, 0.9 M (3.0 FT) NORTHEAST OF PUBLIC
 DD4576'BEACH ACCESS SIGN, 0.6 M (2.0 FT) SOUTHEAST OF WITNESS POST AND 0.55
 DD4576'M (1.80 FT) NORTHWEST FROM EDGE OF SIDEWALK.
 DD4576
 DD4576                          STATION RECOVERY (1997)
 DD4576
 DD4576'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4576'STATION IS LOCATED 2.55 MILES (4.10 KM) NORTHEAST OF MYRTLE BEACH,
 DD4576'13.95 MILES (22.45 KM) EAST SOUTHEAST OF CONWAY, OWNERSHIP-SCDOT,
 DD4576'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4576'803-737-1350.  TO REACH THE STATION FROM THE JUNCTIONS OF U.S.
 DD4576'HIGHWAYS 17 BUSINESS (KINGS HIGHWAY) AND 501 (MAIN STREET) IN MYRTLE
 DD4576'BEACH, GO EAST NORTHEAST ON HIGHWAY 17 BUSINESS FOR 2.2 MILES (3.5 KM)
 DD4576'TO THE JUNCTION OF STATE ROAD 263 (38TH AVENUE NORTH) , TURN RIGHT ON
 DD4576'ROAD 263 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE HIGHWAY 73
 DD4576'(OCEAN BOULEVARD) AND THE STATION NEAR A PUBLIC BEACH ACCESS SIGN IN
 DD4576'THE SOUTH ANGLE OF THE EXTENDED CENTER OF ROAD 263. STATION IS PIPE
 DD4576'MARK WITH CAP PROJECTING 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM)
 DD4576'BELOW WITH THE HIGHWAY, 14.8 FEET (4.5 M) SOUTHEAST OF THE CENTER OF
 DD4576'THE NORTHBOUND LANES OF THE HIGHWAY, 16.2 FEET (4.9 M) SOUTHWEST OF
 DD4576'THE EXTENDED CENTER OF THE ROAD, 44.7 FEET (13.6 M) NORTH OF THE NORTH
 DD4576'CORNER OF A BLUE VINYL-SIDED HOUSE, 48.5 FEET (14.8 M) SOUTHWEST OF
 DD4576'POWER POLE NUMBER 48943 WITH A STREET LIGHT, TWO TRANSFORMERS AND FOUR
 DD4576'GUY WIRES, 11.8 FEET (3.6 M) SOUTH OF THE CENTER OF A MANHOLE COVER,
 DD4576'2.7 FEET (0.8 M) NORTHEAST OF A WITNESS POST AT THE BEACH ACCESS SIGN
 DD4576'POST.  RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3535 ***********************************************************************
 DD3535  DESIGNATION -  5440
 DD3535  PID         -  DD3535
 DD3535  STATE/COUNTY-  SC/HORRY
 DD3535  USGS QUAD   -  OCEAN FOREST (1984)
 DD3535
 DD3535                         *CURRENT SURVEY CONTROL
 DD3535  ___________________________________________________________________
 DD3535* NAD 83(2001)-  33 43 00.12101(N)    078 50 58.30709(W)     ADJUSTED  
 DD3535* NAVD 88     -         3.51   (+/-2cm)      11.5    (feet)  VERTCON   
 DD3535  ___________________________________________________________________
 DD3535  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 DD3535  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD3535
 DD3535  HORZ ORDER  -  SECOND
 DD3535  VERT ORDER  -  THIRD ? (See Below)
 DD3535
 DD3535.The horizontal coordinates were established by classical geodetic methods
 DD3535.and adjusted by the National Geodetic Survey in March 2004..
 DD3535
 DD3535.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3535.The vertical order pertains to the NGVD 29 superseded value.
 DD3535
 DD3535.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3535
 DD3535.The geoid height was determined by GEOID03.
 DD3535
 DD3535;                    North         East     Units Scale Factor Converg.
 DD3535;SPC SC       -   210,931.064   808,872.391   MT  0.99979400   +1 11 32.0
 DD3535;SPC SC       -   692,031.05  2,653,780.81   iFT  0.99979400   +1 11 32.0
 DD3535;UTM  17      - 3,732,821.328   699,266.202   MT  1.00008953   +1 11 38.7
 DD3535
 DD3535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3535!SPC SC       -   1.00000490  x   0.99979400  =   0.99979890
 DD3535!UTM  17      -   1.00000490  x   1.00008953  =   1.00009443
 DD3535
 DD3535                          SUPERSEDED SURVEY CONTROL
 DD3535
 DD3535  NAD 83(1986)-  33 43 00.12986(N)    078 50 58.31278(W) AD(       ) 2
 DD3535  NAD 83(1986)-  33 43 00.13184(N)    078 50 58.31550(W) AD(       ) 3
 DD3535  NGVD 29 (11/30/89)    3.82   (m)           12.5    (f) LEVELING    3  
 DD3535
 DD3535.Superseded values are not recommended for survey control.
 DD3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3535.See file dsdata.txt to determine how the superseded data were derived.
 DD3535
 DD3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9926632821(NAD 83)
 DD3535_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3535_SETTING: 0 = UNSPECIFIED SETTING
 DD3535_STAMPING: 5440 1987
 DD3535_MARK LOGO: SCCC  
 DD3535_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3535+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3535
 DD3535  HISTORY     - Date     Condition        Report By
 DD3535  HISTORY     - 1987     MONUMENTED       SCCC
 DD3535
 DD3535                          STATION DESCRIPTION
 DD3535
 DD3535'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3535'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, SET NEAR THE
 DD3535'SOUTHEAST END OF THE PUBLIC BEACH ACCESS LEADING FROM THE INTERSECTION
 DD3535'OF OCEAN BOULEVARD (HIGHWAY 73) AND 43RD AVENUE NORTH, LOCATED ON TOP
 DD3535'OF THE PRIMARY DUNE.
 DD3535'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3535'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3535'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (16.8 FT) SOUTH
 DD3535'SOUTHEAST FROM THE CORNER OF THE PUBLIC WOODEN DECK, (12.8 FT)
 DD3535'NORTHEAST FROM THE CORNER OF THE PUBLIC WOODEN DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4575 ***********************************************************************
 DD4575  DESIGNATION -  5440 B
 DD4575  PID         -  DD4575
 DD4575  STATE/COUNTY-  SC/HORRY
 DD4575  USGS QUAD   -  OCEAN FOREST (1984)
 DD4575
 DD4575                         *CURRENT SURVEY CONTROL
 DD4575  ___________________________________________________________________
 DD4575* NAD 83(2001)-  33 43 02.72193(N)    078 51 01.35762(W)     ADJUSTED  
 DD4575* NAVD 88     -         4.717  (meters)      15.48   (feet)  ADJUSTED  
 DD4575  ___________________________________________________________________
 DD4575  X           -   1,026,938.753 (meters)                     COMP
 DD4575  Y           -  -5,210,459.781 (meters)                     COMP
 DD4575  Z           -   3,520,401.899 (meters)                     COMP
 DD4575  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DD4575  ELLIP HEIGHT-         -30.04  (meters)          (03/27/03) GPS OBS
 DD4575  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD4575  DYNAMIC HT  -           4.712 (meters)      15.46  (feet)  COMP
 DD4575  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 DD4575
 DD4575  HORZ ORDER  -  SECOND
 DD4575  VERT ORDER  -  THIRD
 DD4575  ELLP ORDER  -  FOURTH    CLASS II
 DD4575
 DD4575.The horizontal coordinates were established by GPS observations
 DD4575.and adjusted by the National Geodetic Survey in March 2003..
 DD4575
 DD4575.The orthometric height was determined by differential leveling
 DD4575.and adjusted by the National Geodetic Survey in April 1995..
 DD4575
 DD4575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4575
 DD4575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4575
 DD4575.The ellipsoidal height was determined by GPS observations
 DD4575.and is referenced to NAD 83.
 DD4575
 DD4575.The geoid height was determined by GEOID03.
 DD4575
 DD4575.The dynamic height is computed by dividing the NAVD 88
 DD4575.geopotential number by the normal gravity value computed on the
 DD4575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4575.degrees latitude (g = 980.6199 gals.).
 DD4575
 DD4575.The modeled gravity was interpolated from observed gravity values.
 DD4575
 DD4575;                    North         East     Units Scale Factor Converg.
 DD4575;SPC SC       -   211,009.532   808,792.215   MT  0.99979401   +1 11 30.3
 DD4575;SPC SC       -   692,288.49  2,653,517.77   iFT  0.99979401   +1 11 30.3
 DD4575;UTM  17      - 3,732,899.817   699,185.999   MT  1.00008914   +1 11 37.1
 DD4575
 DD4575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4575!SPC SC       -   1.00000472  x   0.99979401  =   0.99979872
 DD4575!UTM  17      -   1.00000472  x   1.00008914  =   1.00009386
 DD4575
 DD4575:                Primary Azimuth Mark                     Grid Az
 DD4575:SPC SC       -  5435 B                                   220 13 30.1
 DD4575:UTM  17      -  5435 B                                   220 13 23.3
 DD4575
 DD4575|---------------------------------------------------------------------|
 DD4575| PID    Reference Object                     Distance      Geod. Az  |
 DD4575|                                                           dddmmss.s |
 DD4575| DD4576 5435 B                              APPROX. 0.6 KM 2212500.4 |
 DD4575|---------------------------------------------------------------------|
 DD4575
 DD4575                          SUPERSEDED SURVEY CONTROL
 DD4575
 DD4575  NAD 83(1995)-  33 43 02.72210(N)    078 51 01.35728(W) AD(       ) 2
 DD4575  ELLIP H (12/20/99)  -30.06   (m)                       GP(       ) 4 1
 DD4575  NAD 83(1986)-  33 43 02.73061(N)    078 51 01.36296(W) AD(       ) 2
 DD4575  NGVD 29 (05/09/91)    5.024  (m)           16.48   (f) ADJUSTED    3 0
 DD4575
 DD4575.Superseded values are not recommended for survey control.
 DD4575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4575.See file dsdata.txt to determine how the superseded data were derived.
 DD4575
 DD4575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9918632900(NAD 83)
 DD4575_MARKER: DD = SURVEY DISK
 DD4575_SETTING: 0 = UNSPECIFIED SETTING
 DD4575_STAMPING: 5440 B 1990
 DD4575_MARK LOGO: SCCC  
 DD4575_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4575+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4575
 DD4575  HISTORY     - Date     Condition        Report By
 DD4575  HISTORY     - 1990     MONUMENTED       NGS
 DD4575
 DD4575                          STATION DESCRIPTION
 DD4575
 DD4575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4575'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4575'SC 29202, PHONE 803-737-1314.
 DD4575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4575'AND 67TH AVENUE NORTH IN MYRTLE BEACH, GO SOUTHEAST ON 67TH AVENUE
 DD4575'NORTH FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAY 73 (OCEAN
 DD4575'BOULEVARD), TURN RIGHT ON OCEAN BOULEVARD AND GO 3.54 KM (2.20 MI) TO
 DD4575'THE MARK ON THE RIGHT AT THE JUNCTION OF 43RD AVENUE NORTH IN THE
 DD4575'NORTH ANGLE OF THE JUNCTION.
 DD4575'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF
 DD4575'PREFABRICATED ALUMINUM PIPE.  LOCATED 16.8 M (55.1 FT) NORTHWEST OF
 DD4575'CENTER OF OCEAN BLVD, 6.4 M (21.0 FT) NORTHEAST OF CENTER OF 43RD
 DD4575'AVENUE NORTH, 3.6 M (11.8 FT) NORTH-NORTHWEST OF A WITNESS POST AND
 DD4575'3.3 M (10.8 FT) NORTHWEST OF POWER POLE 54403.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3536 ***********************************************************************
 DD3536  DESIGNATION -  5445
 DD3536  PID         -  DD3536
 DD3536  STATE/COUNTY-  SC/HORRY
 DD3536  USGS QUAD   -  OCEAN FOREST (1984)
 DD3536
 DD3536                         *CURRENT SURVEY CONTROL
 DD3536  ___________________________________________________________________
 DD3536* NAD 83(2001)-  33 43 14.10477(N)    078 50 41.02916(W)     ADJUSTED  
 DD3536* NAVD 88     -         3.62   (+/-2cm)      11.9    (feet)  VERTCON   
 DD3536  ___________________________________________________________________
 DD3536  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 DD3536  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD3536
 DD3536  HORZ ORDER  -  SECOND
 DD3536  VERT ORDER  -  THIRD ? (See Below)
 DD3536
 DD3536.The horizontal coordinates were established by classical geodetic methods
 DD3536.and adjusted by the National Geodetic Survey in March 2004..
 DD3536
 DD3536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3536.The vertical order pertains to the NGVD 29 superseded value.
 DD3536
 DD3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3536
 DD3536.The geoid height was determined by GEOID03.
 DD3536
 DD3536;                    North         East     Units Scale Factor Converg.
 DD3536;SPC SC       -   211,370.990   809,308.081   MT  0.99979405   +1 11 41.6
 DD3536;SPC SC       -   693,474.38  2,655,210.24   iFT  0.99979405   +1 11 41.6
 DD3536;UTM  17      - 3,733,261.400   699,702.006   MT  1.00009168   +1 11 48.8
 DD3536
 DD3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3536!SPC SC       -   1.00000489  x   0.99979405  =   0.99979894
 DD3536!UTM  17      -   1.00000489  x   1.00009168  =   1.00009657
 DD3536
 DD3536                          SUPERSEDED SURVEY CONTROL
 DD3536
 DD3536  NAD 83(1986)-  33 43 14.11363(N)    078 50 41.03496(W) AD(       ) 2
 DD3536  NAD 83(1986)-  33 43 14.11558(N)    078 50 41.03759(W) AD(       ) 3
 DD3536  NGVD 29 (11/30/89)    3.93   (m)           12.9    (f) LEVELING    3  
 DD3536
 DD3536.Superseded values are not recommended for survey control.
 DD3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3536.See file dsdata.txt to determine how the superseded data were derived.
 DD3536
 DD3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9970233261(NAD 83)
 DD3536_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3536_SETTING: 0 = UNSPECIFIED SETTING
 DD3536_STAMPING: 5445 1987
 DD3536_MARK LOGO: SCCC  
 DD3536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3536+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3536
 DD3536  HISTORY     - Date     Condition        Report By
 DD3536  HISTORY     - 1987     MONUMENTED       SCCC
 DD3536  HISTORY     - 19970618 MARK NOT FOUND   SCGS
 DD3536
 DD3536                          STATION DESCRIPTION
 DD3536
 DD3536'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3536'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, SET NEAR THE
 DD3536'SOUTHEAST END OF THE PUBLIC BEACH ACCESS LEADING FROM THE INTERSECTION
 DD3536'OF OCEAN BOULEVARD (HIGHWAY 73) AND 48TH AVENUE NORTH, LOCATED ON THE
 DD3536'LANDWARD TOP BANK OF THE PRIMARY DUNE.
 DD3536'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3536'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3536'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (121.6 FT) SOUTH
 DD3536'SOUTHEAST FROM THE SOUTH CORNER OF THE TWO-STORY WOODEN FRAME HOUSE,
 DD3536'(11.5 FT) NORTH NORTHEAST FROM THE EAST CORNER OF THE WOODEN WALKWAY.
 DD3536
 DD3536                          STATION RECOVERY (1997)
 DD3536
 DD3536'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3536'NOT RECOVERED, PRESUMED DESTROYED BY HURRICANE HUGO OR THE CLEAN-UP
 DD3536'AFTERWARDS, AREA WAS PROBED FOR 10 MINUTES.  RECOVERY BY C.E.
 DD3536'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4574 ***********************************************************************
 DD4574  DESIGNATION -  5445 B
 DD4574  PID         -  DD4574
 DD4574  STATE/COUNTY-  SC/HORRY
 DD4574  USGS QUAD   -  OCEAN FOREST (1984)
 DD4574
 DD4574                         *CURRENT SURVEY CONTROL
 DD4574  ___________________________________________________________________
 DD4574* NAD 83(2001)-  33 43 16.99480(N)    078 50 44.20567(W)     ADJUSTED  
 DD4574* NAVD 88     -         4.798  (meters)      15.74   (feet)  ADJUSTED  
 DD4574  ___________________________________________________________________
 DD4574  X           -   1,027,324.813 (meters)                     COMP
 DD4574  Y           -  -5,210,134.928 (meters)                     COMP
 DD4574  Z           -   3,520,767.713 (meters)                     COMP
 DD4574  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 DD4574  ELLIP HEIGHT-         -29.96  (meters)          (03/27/03) GPS OBS
 DD4574  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4574  DYNAMIC HT  -           4.793 (meters)      15.72  (feet)  COMP
 DD4574  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 DD4574
 DD4574  HORZ ORDER  -  SECOND
 DD4574  VERT ORDER  -  THIRD
 DD4574  ELLP ORDER  -  FOURTH    CLASS II
 DD4574
 DD4574.The horizontal coordinates were established by GPS observations
 DD4574.and adjusted by the National Geodetic Survey in March 2003..
 DD4574
 DD4574.The orthometric height was determined by differential leveling
 DD4574.and adjusted by the National Geodetic Survey in April 1995..
 DD4574
 DD4574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4574
 DD4574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4574
 DD4574.The ellipsoidal height was determined by GPS observations
 DD4574.and is referenced to NAD 83.
 DD4574
 DD4574.The geoid height was determined by GEOID03.
 DD4574
 DD4574.The dynamic height is computed by dividing the NAVD 88
 DD4574.geopotential number by the normal gravity value computed on the
 DD4574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4574.degrees latitude (g = 980.6199 gals.).
 DD4574
 DD4574.The modeled gravity was interpolated from observed gravity values.
 DD4574
 DD4574;                    North         East     Units Scale Factor Converg.
 DD4574;SPC SC       -   211,458.291   809,224.477   MT  0.99979407   +1 11 39.8
 DD4574;SPC SC       -   693,760.80  2,654,935.95   iFT  0.99979407   +1 11 39.8
 DD4574;UTM  17      - 3,733,348.724   699,618.374   MT  1.00009126   +1 11 47.1
 DD4574
 DD4574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4574!SPC SC       -   1.00000470  x   0.99979407  =   0.99979877
 DD4574!UTM  17      -   1.00000470  x   1.00009126  =   1.00009596
 DD4574
 DD4574:                Primary Azimuth Mark                     Grid Az
 DD4574:SPC SC       -  5450 B                                   046 25 28.4
 DD4574:UTM  17      -  5450 B                                   046 25 21.1
 DD4574
 DD4574|---------------------------------------------------------------------|
 DD4574| PID    Reference Object                     Distance      Geod. Az  |
 DD4574|                                                           dddmmss.s |
 DD4574| DD4573 5450 B                              APPROX. 0.5 KM 0473708.2 |
 DD4574|---------------------------------------------------------------------|
 DD4574
 DD4574                          SUPERSEDED SURVEY CONTROL
 DD4574
 DD4574  NAD 83(1995)-  33 43 16.99499(N)    078 50 44.20531(W) AD(       ) 2
 DD4574  ELLIP H (12/20/99)  -29.97   (m)                       GP(       ) 4 1
 DD4574  NAD 83(1986)-  33 43 17.00348(N)    078 50 44.21098(W) AD(       ) 2
 DD4574  NGVD 29 (05/09/91)    5.106  (m)           16.75   (f) ADJUSTED    3 0
 DD4574
 DD4574.Superseded values are not recommended for survey control.
 DD4574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4574.See file dsdata.txt to determine how the superseded data were derived.
 DD4574
 DD4574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9961833349(NAD 83)
 DD4574_MARKER: P = PIPE CAP
 DD4574_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD4574_STAMPING: 5445 B 1990
 DD4574_MARK LOGO: SCCC  
 DD4574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4574+STABILITY: SURFACE MOTION
 DD4574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4574+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 DD4574
 DD4574  HISTORY     - Date     Condition        Report By
 DD4574  HISTORY     - 1990     MONUMENTED       NGS
 DD4574  HISTORY     - 19970618 GOOD             SCGS
 DD4574
 DD4574                          STATION DESCRIPTION
 DD4574
 DD4574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4574'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4574'SC 29202, PHONE 803-737-1314.
 DD4574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4574'AND 67TH AVENUE NORTH IN MYRTLE BEACH, GO SOUTHEAST ON 67TH AVENUE
 DD4574'NORTH FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAY 73 (OCEAN
 DD4574'BOULEVARD), TURN RIGHT ON OCEAN BOULEVARD AND GO 3.06 KM (1.90 MI) TO
 DD4574'THE JUNCTION OF 48TH AVENUE NORTH (S-26-533) AND THE STATION ON THE
 DD4574'RIGHT IN THE NORTH ANGLE OF THE JUNCTION.
 DD4574'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF
 DD4574'PREFABRICATED ALUMINUM PIPE.  LOCATED 14.8 M (48.6 FT) NORTHWEST OF
 DD4574'CENTER OF OCEAN BLVD, 8.0 M (26.2 FT) NORTHEAST OF CENTER OF 48TH
 DD4574'AVENUE NORTH, 5.4 M (17.7 FT) WEST-NORTHWEST OF POWER POLE 48820, 3.7
 DD4574'M (12.1 FT) NORTH-NORTHWEST OF A STREET SIGN AND 1.45 M (4.76 FT)
 DD4574'SOUTHWEST OF A WITNESS POST.
 DD4574
 DD4574                          STATION RECOVERY (1997)
 DD4574
 DD4574'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4574'STATION IS LOCATED 3.25 MILES (5.23 KM) NORTHEAST OF MYRTLE BEACH,
 DD4574'14.1 MILES (22.7 KM) EAST SOUTHEAST OF CONWAY, OWNERSHIP-SCDOT,
 DD4574'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4574'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD4574'17 BUSINESS (KINGS HIGHWAY) AND 501 (MAIN STREET) IN MYRTLE BEACH, GO
 DD4574'EAST NORTHEAST ON HIGHWAY 17 BUSINESS FOR 2.2 MILES (3.5 KM) TO THE
 DD4574'JUNCTION OF STATE ROAD 263 (38TH AVENUE NORTH) , TURN RIGHT ON ROAD
 DD4574'263 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE HIGHWAY 73 (OCEAN
 DD4574'BOULEVARD) , TURN LEFT ON STATE HIGHWAY 73 FOR 0.75 MILE (1.21 KM) TO
 DD4574'THE JUNCTION OF STATE ROAD 533 (48TH AVENUE NORTH) AND THE STATION
 DD4574'NEAR THE STREET SIGN POST IN THE NORTH ANGLE OF THE JUNCTION.  STATION
 DD4574'IS A PIPE MARK WITH CAP PROJECTING 0.1 FOOT (3.0 CM) AND LEVEL WITH
 DD4574'THE ROAD, 37.7 FEET (11.5 M) NORTHWEST OF THE CENTER OF THE SOUTHBOUND
 DD4574'LANES OF HIGHWAY, 26.3 FEET (8.0 M) NORTHEAST OF THE CENTER OF THE
 DD4574'ROAD, 69.8 FEET (21.3 M) NORTHEAST OF A FIRE HYDRANT, 72.0 FEET (21.9
 DD4574'M) SOUTH OF THE SOUTH CORNER OF A STUCCOED HOUSE NUMBER 4801, 4.8 FEET
 DD4574'(1.5 M) SOUTHWEST OF A WITNESS POST BESIDE THE SOUTHWEST EDGE OF A LOW
 DD4574'WALL, 12.1 FEET (3.7 M) NORTH NORTHWEST OF A WITNESS POST AT THE
 DD4574'STREET SIGN POST.  RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3537 ***********************************************************************
 DD3537  DESIGNATION -  5450
 DD3537  PID         -  DD3537
 DD3537  STATE/COUNTY-  SC/HORRY
 DD3537  USGS QUAD   -  OCEAN FOREST (1984)
 DD3537
 DD3537                         *CURRENT SURVEY CONTROL
 DD3537  ___________________________________________________________________
 DD3537* NAD 83(2001)-  33 43 26.25702(N)    078 50 25.20317(W)     ADJUSTED  
 DD3537* NAVD 88     -         4.75   (+/-2cm)      15.6    (feet)  VERTCON   
 DD3537  ___________________________________________________________________
 DD3537  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 DD3537  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD3537
 DD3537  HORZ ORDER  -  SECOND
 DD3537  VERT ORDER  -  THIRD ? (See Below)
 DD3537
 DD3537.The horizontal coordinates were established by classical geodetic methods
 DD3537.and adjusted by the National Geodetic Survey in March 2004..
 DD3537
 DD3537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3537.The vertical order pertains to the NGVD 29 superseded value.
 DD3537
 DD3537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3537
 DD3537.The geoid height was determined by GEOID03.
 DD3537
 DD3537;                    North         East     Units Scale Factor Converg.
 DD3537;SPC SC       -   211,753.751   809,707.544   MT  0.99979411   +1 11 50.3
 DD3537;SPC SC       -   694,730.15  2,656,520.81   iFT  0.99979411   +1 11 50.3
 DD3537;UTM  17      - 3,733,644.289   700,101.575   MT  1.00009364   +1 11 57.9
 DD3537
 DD3537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3537!SPC SC       -   1.00000471  x   0.99979411  =   0.99979882
 DD3537!UTM  17      -   1.00000471  x   1.00009364  =   1.00009835
 DD3537
 DD3537                          SUPERSEDED SURVEY CONTROL
 DD3537
 DD3537  NAD 83(1986)-  33 43 26.26589(N)    078 50 25.20900(W) AD(       ) 2
 DD3537  NAD 83(1986)-  33 43 26.26761(N)    078 50 25.21136(W) AD(       ) 3
 DD3537  NGVD 29 (11/30/89)    5.06   (m)           16.6    (f) LEVELING    3  
 DD3537
 DD3537.Superseded values are not recommended for survey control.
 DD3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3537.See file dsdata.txt to determine how the superseded data were derived.
 DD3537
 DD3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0010233644(NAD 83)
 DD3537_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3537_SETTING: 0 = UNSPECIFIED SETTING
 DD3537_STAMPING: 5450 1987
 DD3537_MARK LOGO: SCCC  
 DD3537_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3537+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3537
 DD3537  HISTORY     - Date     Condition        Report By
 DD3537  HISTORY     - 1987     MONUMENTED       SCCC
 DD3537
 DD3537                          STATION DESCRIPTION
 DD3537
 DD3537'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3537'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, SET NEAR THE
 DD3537'SOUTHEAST END OF THE PUBLIC BEACH ACCESS, APPROXIMATELY (375.0 FT)
 DD3537'NORTHEAST FROM THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY 73) AND
 DD3537'COUNTY ROAD S-26-203, LOCATED ON THE TOP OF THE PRIMARY DUNE.
 DD3537'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3537'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3537'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (175.6 FT) EAST
 DD3537'SOUTHEAST FROM THE EAST CORNER OF THE BUILDING (DUNES VILLAGE MOTEL),
 DD3537'(26.2 FT) SOUTHEAST FROM THE SOUTH CORNER OF THE WOODEN WALKWAY,
 DD3537'(125.8 FT) SOUTH SOUTHEAST FROM THE SOUTH CORNER OF THE BUILDING
 DD3537'(PAN-AMERICAN MOTOR INN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4573 ***********************************************************************
 DD4573  DESIGNATION -  5450 B
 DD4573  PID         -  DD4573
 DD4573  STATE/COUNTY-  SC/HORRY
 DD4573  USGS QUAD   -  OCEAN FOREST (1984)
 DD4573
 DD4573                         *CURRENT SURVEY CONTROL
 DD4573  ___________________________________________________________________
 DD4573* NAD 83(2001)-  33 43 28.71948(N)    078 50 28.82859(W)     ADJUSTED  
 DD4573* NAVD 88     -         3.035  (meters)       9.96   (feet)  ADJUSTED  
 DD4573  ___________________________________________________________________
 DD4573  X           -   1,027,674.130 (meters)                     COMP
 DD4573  Y           -  -5,209,860.121 (meters)                     COMP
 DD4573  Z           -   3,521,067.185 (meters)                     COMP
 DD4573  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DD4573  ELLIP HEIGHT-         -31.73  (meters)          (03/27/03) GPS OBS
 DD4573  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD4573  DYNAMIC HT  -           3.032 (meters)       9.95  (feet)  COMP
 DD4573  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 DD4573
 DD4573  HORZ ORDER  -  SECOND
 DD4573  VERT ORDER  -  THIRD
 DD4573  ELLP ORDER  -  FOURTH    CLASS II
 DD4573
 DD4573.The horizontal coordinates were established by GPS observations
 DD4573.and adjusted by the National Geodetic Survey in March 2003..
 DD4573
 DD4573.The orthometric height was determined by differential leveling
 DD4573.and adjusted by the National Geodetic Survey in April 1995..
 DD4573
 DD4573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4573
 DD4573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4573
 DD4573.The ellipsoidal height was determined by GPS observations
 DD4573.and is referenced to NAD 83.
 DD4573
 DD4573.The geoid height was determined by GEOID03.
 DD4573
 DD4573.The dynamic height is computed by dividing the NAVD 88
 DD4573.geopotential number by the normal gravity value computed on the
 DD4573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4573.degrees latitude (g = 980.6199 gals.).
 DD4573
 DD4573.The modeled gravity was interpolated from observed gravity values.
 DD4573
 DD4573;                    North         East     Units Scale Factor Converg.
 DD4573;SPC SC       -   211,827.639   809,612.663   MT  0.99979412   +1 11 48.3
 DD4573;SPC SC       -   694,972.57  2,656,209.52   iFT  0.99979412   +1 11 48.3
 DD4573;UTM  17      - 3,733,718.196   700,006.662   MT  1.00009318   +1 11 56.0
 DD4573
 DD4573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4573!SPC SC       -   1.00000498  x   0.99979412  =   0.99979910
 DD4573!UTM  17      -   1.00000498  x   1.00009318  =   1.00009816
 DD4573
 DD4573:                Primary Azimuth Mark                     Grid Az
 DD4573:SPC SC       -  5445 B                                   226 25 28.4
 DD4573:UTM  17      -  5445 B                                   226 25 20.7
 DD4573
 DD4573|---------------------------------------------------------------------|
 DD4573| PID    Reference Object                     Distance      Geod. Az  |
 DD4573|                                                           dddmmss.s |
 DD4573| DD4574 5445 B                              APPROX. 0.5 KM 2273716.7 |
 DD4573|---------------------------------------------------------------------|
 DD4573
 DD4573                          SUPERSEDED SURVEY CONTROL
 DD4573
 DD4573  NAD 83(1995)-  33 43 28.71967(N)    078 50 28.82822(W) AD(       ) 2
 DD4573  ELLIP H (12/20/99)  -31.74   (m)                       GP(       ) 4 1
 DD4573  NAD 83(1986)-  33 43 28.72816(N)    078 50 28.83391(W) AD(       ) 2
 DD4573  NGVD 29 (05/09/91)    3.344  (m)           10.97   (f) ADJUSTED    3 0
 DD4573
 DD4573.Superseded values are not recommended for survey control.
 DD4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4573.See file dsdata.txt to determine how the superseded data were derived.
 DD4573
 DD4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0000733718(NAD 83)
 DD4573_MARKER: DD = SURVEY DISK
 DD4573_SETTING: 0 = UNSPECIFIED SETTING
 DD4573_STAMPING: 5450 B 1990
 DD4573_MARK LOGO: SCCC  
 DD4573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4573+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4573
 DD4573  HISTORY     - Date     Condition        Report By
 DD4573  HISTORY     - 1990     MONUMENTED       NGS
 DD4573
 DD4573                          STATION DESCRIPTION
 DD4573
 DD4573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4573'THE STATION IS LOCATED IN MYRTLE BEACH ALONG STATE HIGHWAY 73 (OCEAN
 DD4573'BOULEVARD) AND ON ROAD RIGHT-OF-WAY.
 DD4573'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4573'SC 29202, PHONE 803-737-1314.
 DD4573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4573'(KINGS HIGHWAY) AND 38TH AVENUE NORTH, IN MYRTLE BEACH, GO SOUTHEAST
 DD4573'ON 38TH AVENUE NORTH FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF STATE
 DD4573'HIGHWAY 73, TURN LEFT AND GO NORTHEAST ON OCEAN BOULEVARD FOR 1.75 KM
 DD4573'(1.09 MI) TO THE STATION ON THE RIGHT BETWEEN THE DUNES VILAGE HOTEL
 DD4573'AND THE PAN-AMERICAN MOTOR INN AND IN NORTHWEST CORNER OF A PUBLIC
 DD4573'BEACH ACCESS PARKING AREA, THE STATION IS A
 DD4573'SOUTH CAROLINA COASTAL COUNCIL BRASS DISK SET ON TOP
 DD4573'OF A 2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED
 DD4573'BY CONCRETE AND PROJECTING 0.03 M (0.10 FT) ABOVE THE GROUND.
 DD4573'LOCATED 11.5 M (37.7 FT) SOUTHWEST FROM THE CENTER OF THE DRIVE INTO
 DD4573'PUBLIC ACCESS PARKING AREA, 10.35 M (33.96 FT) SOUTHEAST FROM THE
 DD4573'CENTER OF OCEAN BOULEVARD, 6.2 M (20.3 FT) SOUTH-SOUTHWEST FROM THE
 DD4573'PUBLIC BEACH ACCESS SIGN AND 0.6 M (2.0 FT) NORTH FROM A WITNESS
 DD4573'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3538 ***********************************************************************
 DD3538  DESIGNATION -  5455
 DD3538  PID         -  DD3538
 DD3538  STATE/COUNTY-  SC/HORRY
 DD3538  USGS QUAD   -  OCEAN FOREST (1984)
 DD3538
 DD3538                         *CURRENT SURVEY CONTROL
 DD3538  ___________________________________________________________________
 DD3538* NAD 83(2001)-  33 43 42.12706(N)    078 50 04.35042(W)     ADJUSTED  
 DD3538* NAVD 88     -         3.47   (+/-2cm)      11.4    (feet)  VERTCON   
 DD3538  ___________________________________________________________________
 DD3538  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 DD3538  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD3538
 DD3538  HORZ ORDER  -  SECOND
 DD3538  VERT ORDER  -  THIRD ? (See Below)
 DD3538
 DD3538.The horizontal coordinates were established by classical geodetic methods
 DD3538.and adjusted by the National Geodetic Survey in March 2004..
 DD3538
 DD3538.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3538.The vertical order pertains to the NGVD 29 superseded value.
 DD3538
 DD3538.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3538
 DD3538.The geoid height was determined by GEOID03.
 DD3538
 DD3538;                    North         East     Units Scale Factor Converg.
 DD3538;SPC SC       -   212,253.736   810,233.931   MT  0.99979418   +1 12 01.9
 DD3538;SPC SC       -   696,370.52  2,658,247.81   iFT  0.99979418   +1 12 01.9
 DD3538;UTM  17      - 3,734,144.445   700,628.101   MT  1.00009625   +1 12 10.0
 DD3538
 DD3538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3538!SPC SC       -   1.00000491  x   0.99979418  =   0.99979909
 DD3538!UTM  17      -   1.00000491  x   1.00009625  =   1.00010116
 DD3538
 DD3538                          SUPERSEDED SURVEY CONTROL
 DD3538
 DD3538  NAD 83(1986)-  33 43 42.13589(N)    078 50 04.35624(W) AD(       ) 2
 DD3538  NAD 83(1986)-  33 43 42.13722(N)    078 50 04.35808(W) AD(       ) 3
 DD3538  NGVD 29 (11/30/89)    3.78   (m)           12.4    (f) LEVELING    3  
 DD3538
 DD3538.Superseded values are not recommended for survey control.
 DD3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3538.See file dsdata.txt to determine how the superseded data were derived.
 DD3538
 DD3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0062834144(NAD 83)
 DD3538_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3538_SETTING: 0 = UNSPECIFIED SETTING
 DD3538_STAMPING: 5455 1987
 DD3538_MARK LOGO: SCCC  
 DD3538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3538+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3538
 DD3538  HISTORY     - Date     Condition        Report By
 DD3538  HISTORY     - 1987     MONUMENTED       SCCC
 DD3538  HISTORY     - 19970714 MARK NOT FOUND   SCGS
 DD3538
 DD3538                          STATION DESCRIPTION
 DD3538
 DD3538'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3538'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, SET ALONG THE
 DD3538'EASTERN EDGE OF OCEAN BOULEVARD (HIGHWAY 73) AT THE OCEAN FOREST VILLA
 DD3538'RESORT.
 DD3538'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3538'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3538'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (109.5 FT) SOUTH
 DD3538'SOUTHEAST FROM THE EAST CORNER OF THE THREE-STORY WOODEN FRAME
 DD3538'BUILDING, (37.7 FT) SOUTHEAST FROM THE CENTERLINE OF OCEAN BOULEVARD,
 DD3538'(126.1 FT) SOUTH SOUTHWEST FROM THE WEST CORNER OF THE THREE-STORY
 DD3538'WOODEN FRAME BUILDING.
 DD3538
 DD3538                          STATION RECOVERY (1997)
 DD3538
 DD3538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3538'NOT RECOVERED, REFERENCES WERE STILL GOOD, AREA WAS SCANNED WITH
 DD3538'MAGNETIC LOCATOR AND THOROUGHLY PROBED, SEARCHED 20 MINUTES. RECOVERY
 DD3538'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4433 ***********************************************************************
 DD4433  DESIGNATION -  5455 B
 DD4433  PID         -  DD4433
 DD4433  STATE/COUNTY-  SC/HORRY
 DD4433  USGS QUAD   -  OCEAN FOREST (1984)
 DD4433
 DD4433                         *CURRENT SURVEY CONTROL
 DD4433  ___________________________________________________________________
 DD4433* NAD 83(2001)-  33 43 42.59320(N)    078 50 04.87319(W)     ADJUSTED  
 DD4433* NAVD 88     -         4.727  (meters)      15.51   (feet)  ADJUSTED  
 DD4433  ___________________________________________________________________
 DD4433  X           -   1,028,233.506 (meters)                     COMP
 DD4433  Y           -  -5,209,509.269 (meters)                     COMP
 DD4433  Z           -   3,521,423.635 (meters)                     COMP
 DD4433  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 DD4433  ELLIP HEIGHT-         -30.04  (meters)          (03/13/03) GPS OBS
 DD4433  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD4433  DYNAMIC HT  -           4.722 (meters)      15.49  (feet)  COMP
 DD4433  MODELED GRAV-     979,617.0   (mgal)                       NAVD 88
 DD4433
 DD4433  HORZ ORDER  -  FIRST
 DD4433  VERT ORDER  -  FIRST     CLASS II
 DD4433  ELLP ORDER  -  FOURTH    CLASS II
 DD4433
 DD4433.The horizontal coordinates were established by GPS observations
 DD4433.and adjusted by the National Geodetic Survey in March 2003..
 DD4433
 DD4433.The orthometric height was determined by differential leveling
 DD4433.and adjusted by the National Geodetic Survey in June 1991..
 DD4433
 DD4433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4433
 DD4433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4433
 DD4433.The ellipsoidal height was determined by GPS observations
 DD4433.and is referenced to NAD 83.
 DD4433
 DD4433.The geoid height was determined by GEOID03.
 DD4433
 DD4433.The dynamic height is computed by dividing the NAVD 88
 DD4433.geopotential number by the normal gravity value computed on the
 DD4433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4433.degrees latitude (g = 980.6199 gals.).
 DD4433
 DD4433.The modeled gravity was interpolated from observed gravity values.
 DD4433
 DD4433;                    North         East     Units Scale Factor Converg.
 DD4433;SPC SC       -   212,267.810   810,220.178   MT  0.99979419   +1 12 01.6
 DD4433;SPC SC       -   696,416.70  2,658,202.68   iFT  0.99979419   +1 12 01.6
 DD4433;UTM  17      - 3,734,158.523   700,614.343   MT  1.00009618   +1 12 09.8
 DD4433
 DD4433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4433!SPC SC       -   1.00000472  x   0.99979419  =   0.99979890
 DD4433!UTM  17      -   1.00000472  x   1.00009618  =   1.00010090
 DD4433
 DD4433:                Primary Azimuth Mark                     Grid Az
 DD4433:SPC SC       -  5460 B                                   043 46 32.1
 DD4433:UTM  17      -  5460 B                                   043 46 23.9
 DD4433
 DD4433|---------------------------------------------------------------------|
 DD4433| PID    Reference Object                     Distance      Geod. Az  |
 DD4433|                                                           dddmmss.s |
 DD4433| DD4572 5460 B                              APPROX. 0.5 KM 0445833.7 |
 DD4433|---------------------------------------------------------------------|
 DD4433
 DD4433                          SUPERSEDED SURVEY CONTROL
 DD4433
 DD4433  NAD 83(1995)-  33 43 42.59338(N)    078 50 04.87284(W) AD(       ) 1
 DD4433  ELLIP H (12/20/99)  -30.06   (m)                       GP(       ) 4 1
 DD4433  NAD 83(1986)-  33 43 42.60190(N)    078 50 04.87842(W) AD(       ) 1
 DD4433  NAVD 88 (04/10/98)    4.73   (m)           15.5    (f) LEVELING    3  
 DD4433  NGVD 29 (05/09/91)    5.036  (m)           16.52   (f) ADJUSTED    1 2
 DD4433
 DD4433.Superseded values are not recommended for survey control.
 DD4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4433.See file dsdata.txt to determine how the superseded data were derived.
 DD4433
 DD4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0061434159(NAD 83)
 DD4433_MARKER: I = METAL ROD
 DD4433_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DD4433_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DD4433_STAMPING: 5455 B 1990
 DD4433_MARK LOGO: NGS   
 DD4433_PROJECTION: PROJECTING 15 CENTIMETERS
 DD4433_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4433+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 DD4433_ROD/PIPE-DEPTH: 18.3 meters
 DD4433_SLEEVE-DEPTH  : 0.9 meters
 DD4433
 DD4433  HISTORY     - Date     Condition        Report By
 DD4433  HISTORY     - 1990     MONUMENTED       NGS
 DD4433  HISTORY     - 19900508 GOOD             NGS
 DD4433  HISTORY     - 19900918 GOOD             NGS
 DD4433  HISTORY     - 19970714 GOOD             SCGS
 DD4433
 DD4433                          STATION DESCRIPTION
 DD4433
 DD4433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4433'4.4 KM (2.73 MI) SOUTHWESTERLY ALONG OCEAN BOULEVARD (STATE HIGHWAY
 DD4433'73) FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN NORTH MYRTLE
 DD4433'BEACH, 11.3 M (37.07 FT) SOUTHWEST OF THE CENTER OF THE NORTHEAST
 DD4433'DRIVEWAY LEADING TO THE OCEAN FOREST VILLA RESORT, 9.9 M (32.48 FT)
 DD4433'NORTHEAST OF THE CENTER OF THE SOUTHEAST DRIVEWAY, 7.9 M (25.92 FT)
 DD4433'SOUTHEAST OF THE CENTERLINE OF THE BOULEVARD, AND 5.1 M (16.73 FT)
 DD4433'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIGN - OCEAN FOREST VILLA
 DD4433'RESORT.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DD4433'CAP.
 DD4433
 DD4433                          STATION RECOVERY (1990)
 DD4433
 DD4433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4433'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4433'(KINGS HIGHWAY) AND STATE HIGHWAY 73 (OCEAN BLVD.), IN THE NORTHEAST
 DD4433'PART OF MYRTLE BEACH, GO SOUTHWEST ON OCEAN BLVD. FOR 4.35 KM
 DD4433'(2.70 MI) TO THE STATION ON THE RIGHT AT THE OCEAN FOREST VILLA
 DD4433'RESORT.
 DD4433'OWNERSHIP--OCEAN FOREST VILLA RESORT - MANAGER RICHARD BANKS, 5601
 DD4433'NORTH OCEAN BLVD., MYRTLE BEACH, SC 29577, PHONE 803-497-0247.
 DD4433'THE STATION IS LOCATED 11.3 M (37.1 FT) SOUTHWEST OF THE CENTERLINE
 DD4433'OF NORTHEAST DRIVEWAY TO RESORT, 9.9 M (32.5 FT) NORTHEAST OF THE
 DD4433'CENTERLINE OF THE SOUTHWEST DRIVEWAY TO RESORT, 7.9 M (25.9 FT)
 DD4433'NORTHWEST OF THE CENTERLINE OF OCEAN BLVD. AND 5.1 M (16.7 FT)
 DD4433'SOUTHEAST OF THE SOUTHEAST EDGE OF WOODEN OCEAN FOREST VILLA RESORT
 DD4433'SIGN.
 DD4433'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DD4433
 DD4433                          STATION RECOVERY (1997)
 DD4433
 DD4433'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4433'STATION IS LOCATED 3.75 MILES (6.03 KM) NORTHEAST OF MYRTLE BEACH,
 DD4433'14.35 MILES (23.09 KM) EAST SOUTHEAST OF CONWAY, OWNERSHIP-CAROL
 DD4433'AROCHO, MANAGER, OCEAN FOREST VILLAS, 5601 NORTH OCEAN BOULEVARD,
 DD4433'MYRTLE BEACH, SC 29577-2394 PHONE 803-449-0076 OR 803-449-9661
 DD4433'EXTENSION 7130.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF
 DD4433'U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS ( KINGS
 DD4433'HIGHWAY) , 7.15 MILES (11.51 KM) NORTHEAST OF MYRTLE BEACH, GO
 DD4433'SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 0.65 MILES (1.05 KM) TO THE
 DD4433'JUNCTION OF STATE HIGHWAY 73 (OCEAN BOULEVARD) , TURN LEFT ON HIGHWAY
 DD4433'73 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION OF STATE ROAD 80 (HASKILL
 DD4433'CIRCLE) , CONTINUE ON HIGHWAY 73 FOR 0.5 MILES (0.8 KM) TO THE STATION
 DD4433'ON THE RIGHT NEAR A SQUARE POST IN THE WEST ANGLE OF A SERVICE
 DD4433'ENTRANCE TO A PARKING LOT BETWEEN BUILDINGS B AND G OF OCEAN FOREST
 DD4433'VILLA.  STATION IS A STAINLESS STEEL ROD IN SLEEVE WITH AN ALUMINUM
 DD4433'ACCESS COVER FLUSH WITH THE GROUND AND 2.0 FEET (0.6 M) ABOVE THE
 DD4433'HIGHWAY, 13.0 FEET (4.0 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 DD4433'NORTHWEST CURB OF THE HIGHWAY, 4.3 FEET (1.3 M) NORTHWEST OF THE
 DD4433'SQUARE POST, 76.6 FEET (23.3 M) NORTHEAST OF A FIRE HYDRANT, 37.9 FEET
 DD4433'(11.6 M) WEST SOUTHWEST OF THE CENTER OF THE SERVICE ENTRANCE, 71.0
 DD4433'FEET (21.6 M) EAST NORTHEAST OF THE EAST CORNER OF BUILDING B, 0.8
 DD4433'FEET (24.4 CM) SOUTHEAST OF A WITNESS POST.  RECOVERED BY. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0297 ***********************************************************************
 EC0297  DESIGNATION -  546
 EC0297  PID         -  EC0297
 EC0297  STATE/COUNTY-  SC/FAIRFIELD
 EC0297  USGS QUAD   -  WINNSBORO (1969)
 EC0297
 EC0297                         *CURRENT SURVEY CONTROL
 EC0297  ___________________________________________________________________
 EC0297* NAD 83(1986)-  34 22 52.     (N)    081 05 09.     (W)     SCALED    
 EC0297* NAVD 88     -       165.731  (meters)     543.74   (feet)  ADJUSTED  
 EC0297  ___________________________________________________________________
 EC0297  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 EC0297  DYNAMIC HT  -         165.568 (meters)     543.20  (feet)  COMP
 EC0297  MODELED GRAV-     979,649.2   (mgal)                       NAVD 88
 EC0297
 EC0297  VERT ORDER  -  SECOND    CLASS 0
 EC0297
 EC0297.The horizontal coordinates were scaled from a topographic map and have
 EC0297.an estimated accuracy of +/- 6 seconds.
 EC0297
 EC0297.The orthometric height was determined by differential leveling
 EC0297.and adjusted by the National Geodetic Survey in June 1991..
 EC0297
 EC0297.The geoid height was determined by GEOID03.
 EC0297
 EC0297.The dynamic height is computed by dividing the NAVD 88
 EC0297.geopotential number by the normal gravity value computed on the
 EC0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0297.degrees latitude (g = 980.6199 gals.).
 EC0297
 EC0297.The modeled gravity was interpolated from observed gravity values.
 EC0297
 EC0297;                    North         East    Units  Estimated Accuracy
 EC0297;SPC SC       -   282,550.      601,710.      MT  (+/- 180 meters Scaled)
 EC0297
 EC0297                          SUPERSEDED SURVEY CONTROL
 EC0297
 EC0297  NGVD 29 (??/??/92)  165.964  (m)          544.50   (f) ADJ UNCH    2 0
 EC0297
 EC0297.Superseded values are not recommended for survey control.
 EC0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0297.See file dsdata.txt to determine how the superseded data were derived.
 EC0297
 EC0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU921044(NAD 83)
 EC0297_MARKER: DB = BENCH MARK DISK
 EC0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EC0297_SP_SET: BUILDING
 EC0297_STAMPING: 544.592 COLUMBIA 1900
 EC0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC0297
 EC0297  HISTORY     - Date     Condition        Report By
 EC0297  HISTORY     - 1900     MONUMENTED       USGS
 EC0297  HISTORY     - 1934     GOOD             NGS
 EC0297  HISTORY     - 19930614 MARK NOT FOUND   SCGS
 EC0297
 EC0297                          STATION DESCRIPTION
 EC0297
 EC0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EC0297'AT WINNSBORO.
 EC0297'AT WINNSBORO, FAIRFIELD COUNTY, AT THE COURTHOUSE, IN THE EAST WALL
 EC0297'OF THE BUILDING, 1 FOOT SOUTH OF THE MAIN DOOR, 2 FEET ABOVE THE
 EC0297'STONE PAVEMENT, AND SET VERTICALLY.
 EC0297
 EC0297                          STATION RECOVERY (1993)
 EC0297
 EC0297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 EC0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3539 ***********************************************************************
 DD3539  DESIGNATION -  5460
 DD3539  PID         -  DD3539
 DD3539  STATE/COUNTY-  SC/HORRY
 DD3539  USGS QUAD   -  OCEAN FOREST (1984)
 DD3539
 DD3539                         *CURRENT SURVEY CONTROL
 DD3539  ___________________________________________________________________
 DD3539* NAD 83(2001)-  33 43 53.68023(N)    078 49 47.66599(W)     ADJUSTED  
 DD3539* NAVD 88     -         3.72   (+/-2cm)      12.2    (feet)  VERTCON   
 DD3539  ___________________________________________________________________
 DD3539  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 DD3539  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3539
 DD3539  HORZ ORDER  -  SECOND
 DD3539  VERT ORDER  -  THIRD ? (See Below)
 DD3539
 DD3539.The horizontal coordinates were established by classical geodetic methods
 DD3539.and adjusted by the National Geodetic Survey in March 2004..
 DD3539
 DD3539.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3539.The vertical order pertains to the NGVD 29 superseded value.
 DD3539
 DD3539.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3539
 DD3539.The geoid height was determined by GEOID03.
 DD3539
 DD3539;                    North         East     Units Scale Factor Converg.
 DD3539;SPC SC       -   212,618.549   810,655.797   MT  0.99979424   +1 12 11.2
 DD3539;SPC SC       -   697,567.42  2,659,631.88   iFT  0.99979424   +1 12 11.2
 DD3539;UTM  17      - 3,734,509.386   701,050.080   MT  1.00009834   +1 12 19.7
 DD3539
 DD3539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3539!SPC SC       -   1.00000487  x   0.99979424  =   0.99979911
 DD3539!UTM  17      -   1.00000487  x   1.00009834  =   1.00010321
 DD3539
 DD3539                          SUPERSEDED SURVEY CONTROL
 DD3539
 DD3539  NAD 83(1986)-  33 43 53.68902(N)    078 49 47.67177(W) AD(       ) 2
 DD3539  NAD 83(1986)-  33 43 53.68998(N)    078 49 47.67322(W) AD(       ) 3
 DD3539  NGVD 29 (11/30/89)    4.03   (m)           13.2    (f) LEVELING    3  
 DD3539
 DD3539.Superseded values are not recommended for survey control.
 DD3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3539.See file dsdata.txt to determine how the superseded data were derived.
 DD3539
 DD3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0105034509(NAD 83)
 DD3539_MARKER: DD = SURVEY DISK
 DD3539_SETTING: 80 = SET IN A BOULDER
 DD3539_SP_SET: IN DRILL HOLE IN A BOULDER
 DD3539_STAMPING: 5460 1987
 DD3539_MARK LOGO: SCCC  
 DD3539_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3539+STABILITY: SURFACE MOTION
 DD3539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3539+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3539
 DD3539  HISTORY     - Date     Condition        Report By
 DD3539  HISTORY     - 1987     MONUMENTED       SCCC
 DD3539
 DD3539                          STATION DESCRIPTION
 DD3539
 DD3539'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3539'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, SET ALONG OCEAN
 DD3539'BOULEVARD, LOCATED ON THE OCEAN SIDE OF THE FIVE-STORY BUILDING (SEA
 DD3539'ISLAND INN).
 DD3539'THE STATION IS A STANDARD BRASS CAP CEMENTED IN TOP OF AN EXPOSED
 DD3539'GRANITE BOULDER AND PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE
 DD3539'GROUND, (76.6 FT) SOUTHEAST FROM THE SOUTH CORNER OF THE FIVE-STORY
 DD3539'BUILDING (SEA ISLAND INN), (5.5 FT) SOUTH SOUTHEAST FROM THE SOUTH
 DD3539'CORNER OF THE CONCRETE POOL DECK AT THE FIVE-STORY BUILDING (SEA
 DD3539'ISLAND INN), (107.0 FT) SOUTH SOUTHWEST FROM THE EAST CORNER OF THE
 DD3539'POOL DECK AT THE FIVE-STORY BUILDING (SEA ISLAND INN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4572 ***********************************************************************
 DD4572  DESIGNATION -  5460 B
 DD4572  PID         -  DD4572
 DD4572  STATE/COUNTY-  SC/HORRY
 DD4572  USGS QUAD   -  OCEAN FOREST (1984)
 DD4572
 DD4572                         *CURRENT SURVEY CONTROL
 DD4572  ___________________________________________________________________
 DD4572* NAD 83(2001)-  33 43 54.98811(N)    078 49 50.05037(W)     ADJUSTED  
 DD4572* NAVD 88     -         3.724  (meters)      12.22   (feet)  ADJUSTED  
 DD4572  ___________________________________________________________________
 DD4572  X           -   1,028,566.634 (meters)                     COMP
 DD4572  Y           -  -5,209,226.498 (meters)                     COMP
 DD4572  Z           -   3,521,740.677 (meters)                     COMP
 DD4572  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 DD4572  ELLIP HEIGHT-         -31.05  (meters)          (03/27/03) GPS OBS
 DD4572  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD4572  DYNAMIC HT  -           3.720 (meters)      12.20  (feet)  COMP
 DD4572  MODELED GRAV-     979,617.2   (mgal)                       NAVD 88
 DD4572
 DD4572  HORZ ORDER  -  SECOND
 DD4572  VERT ORDER  -  THIRD
 DD4572  ELLP ORDER  -  FOURTH    CLASS II
 DD4572
 DD4572.The horizontal coordinates were established by GPS observations
 DD4572.and adjusted by the National Geodetic Survey in March 2003..
 DD4572
 DD4572.The orthometric height was determined by differential leveling
 DD4572.and adjusted by the National Geodetic Survey in April 1995..
 DD4572
 DD4572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4572
 DD4572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4572
 DD4572.The ellipsoidal height was determined by GPS observations
 DD4572.and is referenced to NAD 83.
 DD4572
 DD4572.The geoid height was determined by GEOID03.
 DD4572
 DD4572.The dynamic height is computed by dividing the NAVD 88
 DD4572.geopotential number by the normal gravity value computed on the
 DD4572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4572.degrees latitude (g = 980.6199 gals.).
 DD4572
 DD4572.The modeled gravity was interpolated from observed gravity values.
 DD4572
 DD4572;                    North         East     Units Scale Factor Converg.
 DD4572;SPC SC       -   212,657.540   810,593.597   MT  0.99979425   +1 12 09.8
 DD4572;SPC SC       -   697,695.34  2,659,427.81   iFT  0.99979425   +1 12 09.8
 DD4572;UTM  17      - 3,734,548.386   700,987.859   MT  1.00009803   +1 12 18.4
 DD4572
 DD4572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4572!SPC SC       -   1.00000487  x   0.99979425  =   0.99979912
 DD4572!UTM  17      -   1.00000487  x   1.00009803  =   1.00010291
 DD4572
 DD4572:                Primary Azimuth Mark                     Grid Az
 DD4572:SPC SC       -  5455 B                                   223 46 32.1
 DD4572:UTM  17      -  5455 B                                   223 46 23.5
 DD4572
 DD4572|---------------------------------------------------------------------|
 DD4572| PID    Reference Object                     Distance      Geod. Az  |
 DD4572|                                                           dddmmss.s |
 DD4572| DD4433 5455 B                              APPROX. 0.5 KM 2245841.9 |
 DD4572|---------------------------------------------------------------------|
 DD4572
 DD4572                          SUPERSEDED SURVEY CONTROL
 DD4572
 DD4572  NAD 83(1995)-  33 43 54.98830(N)    078 49 50.05001(W) AD(       ) 2
 DD4572  ELLIP H (12/20/99)  -31.06   (m)                       GP(       ) 4 1
 DD4572  NAD 83(1986)-  33 43 54.99680(N)    078 49 50.05569(W) AD(       ) 2
 DD4572  NGVD 29 (05/09/91)    4.033  (m)           13.23   (f) ADJUSTED    3 0
 DD4572
 DD4572.Superseded values are not recommended for survey control.
 DD4572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4572.See file dsdata.txt to determine how the superseded data were derived.
 DD4572
 DD4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0098834548(NAD 83)
 DD4572_MARKER: DD = SURVEY DISK
 DD4572_SETTING: 0 = UNSPECIFIED SETTING
 DD4572_STAMPING: 5460 B 1990
 DD4572_MARK LOGO: SCCC  
 DD4572_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4572+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4572
 DD4572  HISTORY     - Date     Condition        Report By
 DD4572  HISTORY     - 1990     MONUMENTED       NGS
 DD4572
 DD4572                          STATION DESCRIPTION
 DD4572
 DD4572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4572'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4572'(KINGS HIGHWAY) AND HASKELL CIRCLE, IN MYRTLE BEACH, GO SOUTHEAST ON
 DD4572'HASKELL CIRCLE FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF OCEAN
 DD4572'BOULEVARD AND SEA ISLAND RESORT.  TURN RIGHT ON OCEAN BOULEVARD AND
 DD4572'GO SOUTHWEST FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT IN A
 DD4572'GRASSY TRIANGLE.
 DD4572'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4572'SC 29202, PHONE 803-737-1314.
 DD4572'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4572'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED BY
 DD4572'CONCRETE AND FLUSH WITH THE GROUND.  LOCATED 20.7 M (67.9 FT) SOUTH
 DD4572'FROM THE SOUTHWEST CORNER OF SEWER PUMPING STATION NUMBER 15, 17.5 M
 DD4572'(57.4 FT) NORTHEAST FROM A POWER POLE AND WITNESS POST, 6.5 M
 DD4572'(21.3 FT) NORTHWEST FROM THE CENTER OF OCEAN BOULEVARD AND 2.8 M
 DD4572'(9.2 FT) NORTHEAST FROM NORTH EDGE OF CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3540 ***********************************************************************
 DD3540  DESIGNATION -  5465
 DD3540  PID         -  DD3540
 DD3540  STATE/COUNTY-  SC/HORRY
 DD3540  USGS QUAD   -  OCEAN FOREST (1984)
 DD3540
 DD3540                         *CURRENT SURVEY CONTROL
 DD3540  ___________________________________________________________________
 DD3540* NAD 83(2001)-  33 44 11.88494(N)    078 49 24.18011(W)     ADJUSTED  
 DD3540* NAVD 88     -         4.65   (+/-2cm)      15.3    (feet)  VERTCON   
 DD3540  ___________________________________________________________________
 DD3540  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DD3540  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD3540
 DD3540  HORZ ORDER  -  SECOND
 DD3540  VERT ORDER  -  THIRD ? (See Below)
 DD3540
 DD3540.The horizontal coordinates were established by classical geodetic methods
 DD3540.and adjusted by the National Geodetic Survey in March 2004..
 DD3540
 DD3540.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3540.The vertical order pertains to the NGVD 29 superseded value.
 DD3540
 DD3540.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3540
 DD3540.The geoid height was determined by GEOID03.
 DD3540
 DD3540;                    North         East     Units Scale Factor Converg.
 DD3540;SPC SC       -   213,191.915   811,248.323   MT  0.99979434   +1 12 24.2
 DD3540;SPC SC       -   699,448.54  2,661,575.86   iFT  0.99979434   +1 12 24.2
 DD3540;UTM  17      - 3,735,082.953   701,642.763   MT  1.00010128   +1 12 33.3
 DD3540
 DD3540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3540!SPC SC       -   1.00000473  x   0.99979434  =   0.99979907
 DD3540!UTM  17      -   1.00000473  x   1.00010128  =   1.00010601
 DD3540
 DD3540                          SUPERSEDED SURVEY CONTROL
 DD3540
 DD3540  NAD 83(1986)-  33 44 11.89364(N)    078 49 24.18581(W) AD(       ) 2
 DD3540  NAD 83(1986)-  33 44 11.89411(N)    078 49 24.18669(W) AD(       ) 3
 DD3540  NGVD 29 (11/30/89)    4.96   (m)           16.3    (f) LEVELING    3  
 DD3540
 DD3540.Superseded values are not recommended for survey control.
 DD3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3540.See file dsdata.txt to determine how the superseded data were derived.
 DD3540
 DD3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0164335083(NAD 83)
 DD3540_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3540_SETTING: 0 = UNSPECIFIED SETTING
 DD3540_STAMPING: 5465 1987
 DD3540_MARK LOGO: SCCC  
 DD3540_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3540+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3540
 DD3540  HISTORY     - Date     Condition        Report By
 DD3540  HISTORY     - 1987     MONUMENTED       SCCC
 DD3540  HISTORY     - 19970714 MARK NOT FOUND   SCGS
 DD3540
 DD3540                          STATION DESCRIPTION
 DD3540
 DD3540'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3540'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, SET NEAR THE
 DD3540'SOUTHEAST END OF THE PUBLIC BEACH ACCESS LEADING FROM THE INTERSECTION
 DD3540'OF OCEAN BOULEVARD (HIGHWAY 73) AND 6TH AVENUE NORTH, LOCATED ON TOP
 DD3540'OF THE PRIMARY DUNE.
 DD3540'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3540'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3540'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (32.3 FT) EAST
 DD3540'SOUTHEAST FROM THE FENCE CORNER POST, (45.8 FT) NORTHEAST FROM THE
 DD3540'SOUTH END OF THE WOODEN WALKWAY, (75.7 FT) SOUTHEAST FROM THE NORTH
 DD3540'END OF THE WOODEN WALKWAY.
 DD3540
 DD3540                          STATION RECOVERY (1997)
 DD3540
 DD3540'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3540'NOT RECOVERED, REFERENCE OBJECTS ARE MISSING OR HAVE CHANGED SINCE
 DD3540'HURRICAN HUGO, SEARCHED 10 MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4571 ***********************************************************************
 DD4571  DESIGNATION -  5465 B
 DD4571  PID         -  DD4571
 DD4571  STATE/COUNTY-  SC/HORRY
 DD4571  USGS QUAD   -  OCEAN FOREST (1984)
 DD4571
 DD4571                         *CURRENT SURVEY CONTROL
 DD4571  ___________________________________________________________________
 DD4571* NAD 83(2001)-  33 44 14.41695(N)    078 49 27.19999(W)     ADJUSTED  
 DD4571* NAVD 88     -         3.000  (meters)       9.84   (feet)  ADJUSTED  
 DD4571  ___________________________________________________________________
 DD4571  X           -   1,029,079.165 (meters)                     COMP
 DD4571  Y           -  -5,208,785.793 (meters)                     COMP
 DD4571  Z           -   3,522,238.086 (meters)                     COMP
 DD4571  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 DD4571  ELLIP HEIGHT-         -31.78  (meters)          (03/27/03) GPS OBS
 DD4571  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4571  DYNAMIC HT  -           2.997 (meters)       9.83  (feet)  COMP
 DD4571  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 DD4571
 DD4571  HORZ ORDER  -  SECOND
 DD4571  VERT ORDER  -  THIRD
 DD4571  ELLP ORDER  -  FOURTH    CLASS II
 DD4571
 DD4571.The horizontal coordinates were established by GPS observations
 DD4571.and adjusted by the National Geodetic Survey in March 2003..
 DD4571
 DD4571.The orthometric height was determined by differential leveling
 DD4571.and adjusted by the National Geodetic Survey in April 1995..
 DD4571
 DD4571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4571
 DD4571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4571
 DD4571.The ellipsoidal height was determined by GPS observations
 DD4571.and is referenced to NAD 83.
 DD4571
 DD4571.The geoid height was determined by GEOID03.
 DD4571
 DD4571.The dynamic height is computed by dividing the NAVD 88
 DD4571.geopotential number by the normal gravity value computed on the
 DD4571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4571.degrees latitude (g = 980.6199 gals.).
 DD4571
 DD4571.The modeled gravity was interpolated from observed gravity values.
 DD4571
 DD4571;                    North         East     Units Scale Factor Converg.
 DD4571;SPC SC       -   213,268.258   811,168.979   MT  0.99979436   +1 12 22.5
 DD4571;SPC SC       -   699,699.01  2,661,315.55   iFT  0.99979436   +1 12 22.5
 DD4571;UTM  17      - 3,735,159.315   701,563.391   MT  1.00010088   +1 12 31.7
 DD4571
 DD4571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4571!SPC SC       -   1.00000499  x   0.99979436  =   0.99979935
 DD4571!UTM  17      -   1.00000499  x   1.00010088  =   1.00010587
 DD4571
 DD4571                          SUPERSEDED SURVEY CONTROL
 DD4571
 DD4571  NAD 83(1995)-  33 44 14.41716(N)    078 49 27.19965(W) AD(       ) 2
 DD4571  ELLIP H (12/20/99)  -31.79   (m)                       GP(       ) 4 1
 DD4571  NAD 83(1986)-  33 44 14.42566(N)    078 49 27.20535(W) AD(       ) 2
 DD4571  NGVD 29 (05/09/91)    3.309  (m)           10.86   (f) ADJUSTED    3 0
 DD4571
 DD4571.Superseded values are not recommended for survey control.
 DD4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4571.See file dsdata.txt to determine how the superseded data were derived.
 DD4571
 DD4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0156335159(NAD 83)
 DD4571_MARKER: DD = SURVEY DISK
 DD4571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4571_STAMPING: 5465 B 1990
 DD4571_MARK LOGO: SCCC  
 DD4571_MAGNETIC: I = MARKER IS A STEEL ROD
 DD4571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4571+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 DD4571
 DD4571  HISTORY     - Date     Condition        Report By
 DD4571  HISTORY     - 1990     MONUMENTED       NGS
 DD4571  HISTORY     - 19970714 GOOD             SCGS
 DD4571
 DD4571                          STATION DESCRIPTION
 DD4571
 DD4571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4571'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4571'AND 67TH AVENUE NORTH IN MYRTLE BEACH, GO SOUTHEAST ON 67TH AVENUE
 DD4571'NORTH FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAY 73 (OCEAN
 DD4571'BOULEVARD) AND THE STATION ON THE LEFT IN THE NORTH ANGLE OF THE
 DD4571'JUNCTION.
 DD4571'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4571'SC 29202, PHONE 803-737-1314.
 DD4571'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF
 DD4571'PREFABRICATED ALUMINUM PIPE.  LOCATED 18.0 M (59.1 FT) SOUTH OF THE
 DD4571'SOUTH CORNER OF PORCH OF A SINGLE STORY FRAME HOUSE, 8.6 M (28.2 FT)
 DD4571'NORTH-NORTHWEST OF THE CENTER OF OCEAN BOULEVARD, 6.3 M (20.7 FT)
 DD4571'EAST-NORTHEAST OF THE CENTER OF 67TH AVENUE NORTH, 1.1 M (3.6 FT)
 DD4571'WEST-SOUTHWEST OF METAL POST HOLDING STREET SIGNS AND 0.95 M
 DD4571'(3.12 FT) WEST-SOUTHWEST OF A WITNESS POST.
 DD4571
 DD4571                          STATION RECOVERY (1997)
 DD4571
 DD4571'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4571'STATION IS LOCATED 4.60 MILE (7.40 KM) NORTHEAST OF MYRTLE BEACH, 14.6
 DD4571'MILES (23.5 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP-SCDOT, DIRECTOR
 DD4571'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4571'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 DD4571'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (KINGS HIGHWAY) ,
 DD4571'7.15 MILES (11.51 KM) NORTHEAST OF MYRTLE BEACH, GO SOUTHWEST ON
 DD4571'HIGHWAY 17 BUSINESS FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE
 DD4571'HIGHWAY 73 (OCEAN BOULEVARD) , TURN LEFT ON HIGHWAY 73 FOR 1.55 MILES
 DD4571'(2.49 KM) TO THE JUNCTION OF STATE ROAD 693 AND 71ST AVENUE NORTH,
 DD4571'CONTINUE ON HIGHWAY 73 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE
 DD4571'RIGHT NEAR A POWER POLE IN THE NORTH ANGLE OF 67TH AVENUE NORTH, 4.9
 DD4571'FEET (1.5 M) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK.  STATION
 DD4571'IS A DISK ATTACHED TO AN ALUMINUM ALLOY ROD RECESSED O.4 FOOT AND 0.5
 DD4571'FOOT (15.2 CM) BELOW THE HIGHWAY, 33.5 FEET (10.2 M) NORTHWEST OF THE
 DD4571'CENTER OF THE HIGHWAY, 27.7 FEET (8.4 M) NORTHEAST OF THE CENTER OF
 DD4571'THE AVENUE, 12.8 FEET (3.9 M) SOUTH SOUTHWEST OF THE POWER POLE NUMBER
 DD4571'44412 WITH TWO GUY WIRES, 58.8 FEET (17.9 M) SOUTH OF THE SOUTH CORNER
 DD4571'OF A HOUSE NUMBER 6701 (SCREENED PORCH) , 54.2 FEET (16.5 M) NORTHEAST
 DD4571'OF A FIRE HYDRANT, 3.2 FEET (1.0 M) SOUTHWEST OF A WITNESS POST.
 DD4571'RECOVERED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3541 ***********************************************************************
 DD3541  DESIGNATION -  5470
 DD3541  PID         -  DD3541
 DD3541  STATE/COUNTY-  SC/HORRY
 DD3541  USGS QUAD   -  OCEAN FOREST (1984)
 DD3541
 DD3541                         *CURRENT SURVEY CONTROL
 DD3541  ___________________________________________________________________
 DD3541* NAD 83(2001)-  33 44 25.21798(N)    078 49 05.06244(W)     ADJUSTED  
 DD3541* NAVD 88     -         3.16   (+/-2cm)      10.4    (feet)  VERTCON   
 DD3541  ___________________________________________________________________
 DD3541  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DD3541  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD3541
 DD3541  HORZ ORDER  -  SECOND
 DD3541  VERT ORDER  -  THIRD ? (See Below)
 DD3541
 DD3541.The horizontal coordinates were established by classical geodetic methods
 DD3541.and adjusted by the National Geodetic Survey in March 2004..
 DD3541
 DD3541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3541.The vertical order pertains to the NGVD 29 superseded value.
 DD3541
 DD3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3541
 DD3541.The geoid height was determined by GEOID03.
 DD3541
 DD3541;                    North         East     Units Scale Factor Converg.
 DD3541;SPC SC       -   213,612.911   811,731.557   MT  0.99979442   +1 12 34.8
 DD3541;SPC SC       -   700,829.76  2,663,161.28   iFT  0.99979442   +1 12 34.8
 DD3541;UTM  17      - 3,735,504.100   702,126.127   MT  1.00010368   +1 12 44.3
 DD3541
 DD3541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3541!SPC SC       -   1.00000496  x   0.99979442  =   0.99979938
 DD3541!UTM  17      -   1.00000496  x   1.00010368  =   1.00010864
 DD3541
 DD3541                          SUPERSEDED SURVEY CONTROL
 DD3541
 DD3541  NAD 83(1986)-  33 44 25.22658(N)    078 49 05.06808(W) AD(       ) 2
 DD3541  NAD 83(1986)-  33 44 25.22687(N)    078 49 05.06872(W) AD(       ) 3
 DD3541  NGVD 29 (11/30/89)    3.47   (m)           11.4    (f) LEVELING    3  
 DD3541
 DD3541.Superseded values are not recommended for survey control.
 DD3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3541.See file dsdata.txt to determine how the superseded data were derived.
 DD3541
 DD3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0212635504(NAD 83)
 DD3541_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3541_SETTING: 0 = UNSPECIFIED SETTING
 DD3541_STAMPING: 5470 1987
 DD3541_MARK LOGO: SCCC  
 DD3541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3541+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3541
 DD3541  HISTORY     - Date     Condition        Report By
 DD3541  HISTORY     - 1987     MONUMENTED       SCCC
 DD3541
 DD3541                          STATION DESCRIPTION
 DD3541
 DD3541'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3541'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, SET NEAR THE
 DD3541'SOUTHEAST END OF THE PUBLIC BEACH ACCESS LEADING FROM THE INTERSECTION
 DD3541'OF OCEAN BOULEVARD (HIGHWAY 73) AND 72ND AVENUE NORTH.
 DD3541'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3541'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3541'FLUSH WITH THE GROUND, (10.2 FT) EAST SOUTHEAST FROM THE EAST CORNER
 DD3541'OF THE CONCRETE DUMPSTER ENCLOSURE, (1.2 FT) SOUTH SOUTHEAST FROM THE
 DD3541'SOUTH CORNER OF THE CONCRETE POOL DECK AT THE SAVOY HOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4570 ***********************************************************************
 DD4570  DESIGNATION -  5470 B
 DD4570  PID         -  DD4570
 DD4570  STATE/COUNTY-  SC/HORRY
 DD4570  USGS QUAD   -  OCEAN FOREST (1984)
 DD4570
 DD4570                         *CURRENT SURVEY CONTROL
 DD4570  ___________________________________________________________________
 DD4570* NAD 83(2001)-  33 44 27.50218(N)    078 49 08.44514(W)     ADJUSTED  
 DD4570* NAVD 88     -         3.424  (meters)      11.23   (feet)  ADJUSTED  
 DD4570  ___________________________________________________________________
 DD4570  X           -   1,029,509.421 (meters)                     COMP
 DD4570  Y           -  -5,208,472.865 (meters)                     COMP
 DD4570  Z           -   3,522,573.571 (meters)                     COMP
 DD4570  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DD4570  ELLIP HEIGHT-         -31.37  (meters)          (03/27/03) GPS OBS
 DD4570  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD4570  DYNAMIC HT  -           3.421 (meters)      11.22  (feet)  COMP
 DD4570  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 DD4570
 DD4570  HORZ ORDER  -  SECOND
 DD4570  VERT ORDER  -  THIRD
 DD4570  ELLP ORDER  -  FOURTH    CLASS II
 DD4570
 DD4570.The horizontal coordinates were established by GPS observations
 DD4570.and adjusted by the National Geodetic Survey in March 2003..
 DD4570
 DD4570.The orthometric height was determined by differential leveling
 DD4570.and adjusted by the National Geodetic Survey in April 1995..
 DD4570
 DD4570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4570
 DD4570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4570
 DD4570.The ellipsoidal height was determined by GPS observations
 DD4570.and is referenced to NAD 83.
 DD4570
 DD4570.The geoid height was determined by GEOID03.
 DD4570
 DD4570.The dynamic height is computed by dividing the NAVD 88
 DD4570.geopotential number by the normal gravity value computed on the
 DD4570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4570.degrees latitude (g = 980.6199 gals.).
 DD4570
 DD4570.The modeled gravity was interpolated from observed gravity values.
 DD4570
 DD4570;                    North         East     Units Scale Factor Converg.
 DD4570;SPC SC       -   213,681.421   811,643.038   MT  0.99979443   +1 12 32.9
 DD4570;SPC SC       -   701,054.53  2,662,870.86   iFT  0.99979443   +1 12 32.9
 DD4570;UTM  17      - 3,735,572.626   702,037.577   MT  1.00010324   +1 12 42.5
 DD4570
 DD4570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4570!SPC SC       -   1.00000492  x   0.99979443  =   0.99979935
 DD4570!UTM  17      -   1.00000492  x   1.00010324  =   1.00010817
 DD4570
 DD4570                          SUPERSEDED SURVEY CONTROL
 DD4570
 DD4570  NAD 83(1995)-  33 44 27.50242(N)    078 49 08.44478(W) AD(       ) 2
 DD4570  ELLIP H (12/20/99)  -31.38   (m)                       GP(       ) 4 1
 DD4570  NAD 83(1986)-  33 44 27.51096(N)    078 49 08.45047(W) AD(       ) 2
 DD4570  NGVD 29 (05/09/91)    3.734  (m)           12.25   (f) ADJUSTED    3 0
 DD4570
 DD4570.Superseded values are not recommended for survey control.
 DD4570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4570.See file dsdata.txt to determine how the superseded data were derived.
 DD4570
 DD4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0203835573(NAD 83)
 DD4570_MARKER: DD = SURVEY DISK
 DD4570_SETTING: 0 = UNSPECIFIED SETTING
 DD4570_STAMPING: 5470 B 1990
 DD4570_MARK LOGO: SCCC  
 DD4570_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4570+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4570
 DD4570  HISTORY     - Date     Condition        Report By
 DD4570  HISTORY     - 1990     MONUMENTED       NGS
 DD4570
 DD4570                          STATION DESCRIPTION
 DD4570
 DD4570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4570'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4570'(KINGS HIGHWAY) AND 72ND AVENUE NORTH IN MYRTLE BEACH, GO SOUTHEAST
 DD4570'ON 72ND AVENUE NORTH FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT
 DD4570'JUST BEFORE REACHING OCEAN BOULEVARD.
 DD4570'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4570'SC 29202, PHONE 803-737-1314.
 DD4570'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4570'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED BY
 DD4570'CONCRETE AND PROJECTING 2 CM ABOVE THE GROUND.  LOCATED 10.2 M
 DD4570'(33.5 FT) NORTHWEST FROM THE CENTER OF OCEAN BOULEVARD, 6.6 M
 DD4570'(21.7 FT) NORTHEAST FROM THE CENTER OF 72ND AVENUE NORTH, 2.85 M
 DD4570'(9.35 FT) WEST FROM POWER POLE NUMBER 48233 WITH A LIGHT ATTACHED,
 DD4570'2.8 M (9.2 FT) WEST FROM A WITNESS POST AND 2.15 M (7.05 FT)
 DD4570'SOUTHWEST FROM A PHONE BOOTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3542 ***********************************************************************
 DD3542  DESIGNATION -  5475
 DD3542  PID         -  DD3542
 DD3542  STATE/COUNTY-  SC/HORRY
 DD3542  USGS QUAD   -  OCEAN FOREST (1984)
 DD3542
 DD3542                         *CURRENT SURVEY CONTROL
 DD3542  ___________________________________________________________________
 DD3542* NAD 83(2001)-  33 44 35.95543(N)    078 48 49.32510(W)     ADJUSTED  
 DD3542* NAVD 88     -         4.03   (+/-2cm)      13.2    (feet)  VERTCON   
 DD3542  ___________________________________________________________________
 DD3542  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 DD3542  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD3542
 DD3542  HORZ ORDER  -  SECOND
 DD3542  VERT ORDER  -  THIRD ? (See Below)
 DD3542
 DD3542.The horizontal coordinates were established by classical geodetic methods
 DD3542.and adjusted by the National Geodetic Survey in March 2004..
 DD3542
 DD3542.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3542.The vertical order pertains to the NGVD 29 superseded value.
 DD3542
 DD3542.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3542
 DD3542.The geoid height was determined by GEOID03.
 DD3542
 DD3542;                    North         East     Units Scale Factor Converg.
 DD3542;SPC SC       -   213,952.153   812,129.470   MT  0.99979449   +1 12 43.5
 DD3542;SPC SC       -   701,942.76  2,664,466.77   iFT  0.99979449   +1 12 43.5
 DD3542;UTM  17      - 3,735,843.466   702,524.147   MT  1.00010567   +1 12 53.4
 DD3542
 DD3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3542!SPC SC       -   1.00000483  x   0.99979449  =   0.99979932
 DD3542!UTM  17      -   1.00000483  x   1.00010567  =   1.00011050
 DD3542
 DD3542                          SUPERSEDED SURVEY CONTROL
 DD3542
 DD3542  NAD 83(1986)-  33 44 35.96396(N)    078 48 49.33073(W) AD(       ) 2
 DD3542  NAD 83(1986)-  33 44 35.96429(N)    078 48 49.33136(W) AD(       ) 3
 DD3542  NGVD 29 (11/30/89)    4.34   (m)           14.2    (f) LEVELING    3  
 DD3542
 DD3542.Superseded values are not recommended for survey control.
 DD3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3542.See file dsdata.txt to determine how the superseded data were derived.
 DD3542
 DD3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0252435843(NAD 83)
 DD3542_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3542_SETTING: 0 = UNSPECIFIED SETTING
 DD3542_STAMPING: 5475 1987
 DD3542_MARK LOGO: SCCC  
 DD3542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3542+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3542
 DD3542  HISTORY     - Date     Condition        Report By
 DD3542  HISTORY     - 1987     MONUMENTED       SCCC
 DD3542  HISTORY     - 19970715 MARK NOT FOUND   SCGS
 DD3542
 DD3542                          STATION DESCRIPTION
 DD3542
 DD3542'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3542'THE STATION IS LOCATED IN THE CITY OF MYRTLE BEACH, SET NEAR THE
 DD3542'SOUTHEAST END OF THE PUBLIC BEACH ACCESS LEADING FROM THE INTERSECTION
 DD3542'OF OCEAN BOULEVARD (HIGHWAY 73) AND 77TH AVENUE NORTH.
 DD3542'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3542'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3542'FLUSH WITH THE GROUND, (2.2 FT) SOUTHEAST FROM THE PALMETTO TREE,
 DD3542'(2.4 FT) NORTHWEST FROM THE NORTHEAST END OF THE CONCRETE BLOCK WALL.
 DD3542
 DD3542                          STATION RECOVERY (1997)
 DD3542
 DD3542'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3542'NOT RECOVERED, REFERENCES ARE INADEQUATE OR MISSING, SEARCHED 10
 DD3542'MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4569 ***********************************************************************
 DD4569  DESIGNATION -  5475 B
 DD4569  PID         -  DD4569
 DD4569  STATE/COUNTY-  SC/HORRY
 DD4569  USGS QUAD   -  OCEAN FOREST (1984)
 DD4569
 DD4569                         *CURRENT SURVEY CONTROL
 DD4569  ___________________________________________________________________
 DD4569* NAD 83(2001)-  33 44 39.04682(N)    078 48 49.87679(W)     ADJUSTED  
 DD4569* NAVD 88     -         4.643  (meters)      15.23   (feet)  ADJUSTED  
 DD4569  ___________________________________________________________________
 DD4569  X           -   1,029,940.159 (meters)                     COMP
 DD4569  Y           -  -5,208,187.332 (meters)                     COMP
 DD4569  Z           -   3,522,870.018 (meters)                     COMP
 DD4569  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DD4569  ELLIP HEIGHT-         -30.16  (meters)          (03/13/03) GPS OBS
 DD4569  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD4569  DYNAMIC HT  -           4.638 (meters)      15.22  (feet)  COMP
 DD4569  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 DD4569
 DD4569  HORZ ORDER  -  SECOND
 DD4569  VERT ORDER  -  THIRD
 DD4569  ELLP ORDER  -  FOURTH    CLASS II
 DD4569
 DD4569.The horizontal coordinates were established by GPS observations
 DD4569.and adjusted by the National Geodetic Survey in March 2003..
 DD4569
 DD4569.The orthometric height was determined by differential leveling
 DD4569.and adjusted by the National Geodetic Survey in April 1995..
 DD4569
 DD4569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4569
 DD4569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4569
 DD4569.The ellipsoidal height was determined by GPS observations
 DD4569.and is referenced to NAD 83.
 DD4569
 DD4569.The geoid height was determined by GEOID03.
 DD4569
 DD4569.The dynamic height is computed by dividing the NAVD 88
 DD4569.geopotential number by the normal gravity value computed on the
 DD4569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4569.degrees latitude (g = 980.6199 gals.).
 DD4569
 DD4569.The modeled gravity was interpolated from observed gravity values.
 DD4569
 DD4569;                    North         East     Units Scale Factor Converg.
 DD4569;SPC SC       -   214,047.059   812,113.262   MT  0.99979451   +1 12 43.2
 DD4569;SPC SC       -   702,254.13  2,664,413.59   iFT  0.99979451   +1 12 43.2
 DD4569;UTM  17      - 3,735,938.401   702,507.929   MT  1.00010559   +1 12 53.2
 DD4569
 DD4569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4569!SPC SC       -   1.00000473  x   0.99979451  =   0.99979924
 DD4569!UTM  17      -   1.00000473  x   1.00010559  =   1.00011033
 DD4569
 DD4569:                Primary Azimuth Mark                     Grid Az
 DD4569:SPC SC       -  026 053                                  339 09 43.5
 DD4569:UTM  17      -  026 053                                  339 09 33.5
 DD4569
 DD4569|---------------------------------------------------------------------|
 DD4569| PID    Reference Object                     Distance      Geod. Az  |
 DD4569|                                                           dddmmss.s |
 DD4569| DD1672 026 053                             APPROX. 0.6 KM 3402226.7 |
 DD4569|---------------------------------------------------------------------|
 DD4569
 DD4569                          SUPERSEDED SURVEY CONTROL
 DD4569
 DD4569  NAD 83(1995)-  33 44 39.04707(N)    078 48 49.87650(W) AD(       ) 2
 DD4569  ELLIP H (12/20/99)  -30.17   (m)                       GP(       ) 4 1
 DD4569  NAD 83(1986)-  33 44 39.05563(N)    078 48 49.88232(W) AD(       ) 2
 DD4569  NAVD 88 (04/10/98)    4.64   (m)           15.2    (f) LEVELING    3  
 DD4569  NGVD 29 (05/09/91)    4.952  (m)           16.25   (f) ADJUSTED    3 0
 DD4569
 DD4569.Superseded values are not recommended for survey control.
 DD4569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4569.See file dsdata.txt to determine how the superseded data were derived.
 DD4569
 DD4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0250835938(NAD 83)
 DD4569_MARKER: P = PIPE CAP
 DD4569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD4569_STAMPING: 5475 B 1990
 DD4569_MARK LOGO: SCCC  
 DD4569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4569+STABILITY: SURFACE MOTION
 DD4569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4569+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 DD4569
 DD4569  HISTORY     - Date     Condition        Report By
 DD4569  HISTORY     - 1990     MONUMENTED       NGS
 DD4569  HISTORY     - 19970715 GOOD             SCGS
 DD4569
 DD4569                          STATION DESCRIPTION
 DD4569
 DD4569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4569'(KINGS HIGHWAY) AND 77TH AVENUE NORTH IN MYRTLE BEACH, GO SOUTHEAST
 DD4569'ON 77TH AVENUE NORTH FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF OCEAN
 DD4569'BOULEVARD.  CONTINUE ON 77TH AVENUE NORTH FOR 0.2 KM (0.1 MI) TO THE
 DD4569'STATION ON THE LEFT.
 DD4569'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4569'SC 29202, PHONE 803-737-1314.
 DD4569'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4569'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED BY
 DD4569'CONCRETE AND PROJECTING 3 CM ABOVE THE GROUND.  LOCATED 6.5 M
 DD4569'(21.3 FT) NORTHEAST FROM THE CENTER OF 77TH AVENUE NORTH, 6.0 M
 DD4569'(19.7 FT) SOUTHEAST FROM THE CENTER OF A DRIVEWAY, 5.80 M (19.03 FT)
 DD4569'SOUTHWEST FROM A BLOCK WALL AROUND YARD, 2.2 M (7.2 FT) SOUTHWEST FROM
 DD4569'A CONCRETE DRAINAGE GRATE AND 1.0 M (3.3 FT) NORTHEAST FROM A WITNESS
 DD4569'POST.
 DD4569
 DD4569                          STATION RECOVERY (1997)
 DD4569
 DD4569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4569'STATION IS LOCATED 5.70 MILES (9.17 KM) NORTHEAST OF MYRTLE BEACH,
 DD4569'14.85 MILES (23.90 KM) EAST SOUTHEAST OF CONWAY, OWNERSHIP--SCDOT,
 DD4569'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD4569'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTIONS OF
 DD4569'U.S.  HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (KINGS
 DD4569'HIGHWAY) , 7.15 MILES (11.51 KM) NORTHEAST OF MYRTLE BEACH, GO
 DD4569'SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 0.65 MILES (1.05 KM) TO THE
 DD4569'JUNCTION OF STATE HIGHWAY 73 (OCEAN BOULEVARD) , TURN LEFT ON HIGHWAY
 DD4569'73 FOR 1.25 MILES (2.01 KM) TO THE JUNCTION OF STATE ROAD 299 (77TH
 DD4569'AVENUE NORTH) , TURN LEFT ON STATE ROAD 299 FOR 0.10 MILE (0.16 KM) TO
 DD4569'THE JUNCTION OF STATE ROAD 413 (BEACH DRIVE) AND THE STATION ON THE
 DD4569'LEFT NEAR AN IRON STORM GRATE IN THE NORTH ANGLE OF THE JUNCTION.
 DD4569'STATION IS PIPE MARK WITH CAP FLUSH WITH THE GROUND AND LEVEL WITH THE
 DD4569'ROAD, 20.8 FEET (6.3 M) NORTHEAST OF THE CENTER OF ROAD 299, 5.9 FEET
 DD4569'(1.8 M) SOUTHWEST OF THE WEST CORNER OF STORM GRATE, 96.0 FEET (29.3
 DD4569'M) NORTHWEST OF THE CENTER OF ROAD 413, 75.7 FEET (23.1 M) NORTHWEST
 DD4569'OF A FIRE HYDRANT, 13.6 FEET (4.1 M) SOUTHEAST OF THE SOUTHEAST EDGE
 DD4569'OF CONCRETE DRIVE LEADING TO A STUCCOED HOUSE NUMBER 7701, 62.2 FEET
 DD4569'(19.0 M) WEST SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 1.0 FOOT
 DD4569'(0.3 M) WEST NORTHWEST OF A WITNESS POST.  RECOVERED BY C.E.
 DD4569'GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3543 ***********************************************************************
 DD3543  DESIGNATION -  5480
 DD3543  PID         -  DD3543
 DD3543  STATE/COUNTY-  SC/HORRY
 DD3543  USGS QUAD   -  OCEAN FOREST (1984)
 DD3543
 DD3543                         *CURRENT SURVEY CONTROL
 DD3543  ___________________________________________________________________
 DD3543* NAD 83(2001)-  33 44 48.64903(N)    078 48 29.71962(W)     ADJUSTED  
 DD3543* NAVD 88     -         3.28   (+/-2cm)      10.8    (feet)  VERTCON   
 DD3543  ___________________________________________________________________
 DD3543  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 DD3543  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD3543
 DD3543  HORZ ORDER  -  SECOND
 DD3543  VERT ORDER  -  THIRD ? (See Below)
 DD3543
 DD3543.The horizontal coordinates were established by classical geodetic methods
 DD3543.and adjusted by the National Geodetic Survey in March 2004..
 DD3543
 DD3543.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3543.The vertical order pertains to the NGVD 29 superseded value.
 DD3543
 DD3543.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3543
 DD3543.The geoid height was determined by GEOID03.
 DD3543
 DD3543;                    North         East     Units Scale Factor Converg.
 DD3543;SPC SC       -   214,353.767   812,625.594   MT  0.99979457   +1 12 54.4
 DD3543;SPC SC       -   703,260.39  2,666,094.47   iFT  0.99979457   +1 12 54.4
 DD3543;UTM  17      - 3,736,245.230   703,020.406   MT  1.00010815   +1 13 04.7
 DD3543
 DD3543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3543!SPC SC       -   1.00000495  x   0.99979457  =   0.99979952
 DD3543!UTM  17      -   1.00000495  x   1.00010815  =   1.00011310
 DD3543
 DD3543                          SUPERSEDED SURVEY CONTROL
 DD3543
 DD3543  NAD 83(1986)-  33 44 48.65752(N)    078 48 29.72531(W) AD(       ) 2
 DD3543  NAD 83(1986)-  33 44 48.65816(N)    078 48 29.72614(W) AD(       ) 3
 DD3543  NGVD 29 (11/30/89)    3.59   (m)           11.8    (f) LEVELING    3  
 DD3543
 DD3543.Superseded values are not recommended for survey control.
 DD3543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3543.See file dsdata.txt to determine how the superseded data were derived.
 DD3543
 DD3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0302036245(NAD 83)
 DD3543_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3543_SETTING: 0 = UNSPECIFIED SETTING
 DD3543_STAMPING: 5480 1987
 DD3543_MARK LOGO: SCCC  
 DD3543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3543+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3543
 DD3543  HISTORY     - Date     Condition        Report By
 DD3543  HISTORY     - 1987     MONUMENTED       SCCC
 DD3543
 DD3543                          STATION DESCRIPTION
 DD3543
 DD3543'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3543'TO REACH THE STATION FROM THE INTERSECTION OF THE PUBLIC BEACH ACCESS
 DD3543'AND 77TH AVENUE NORTH IN THE CITY OF MYRTLE BEACH, AND THE ATLANTIC
 DD3543'OCEAN, CONTINUE NORTHEAST ALONG THE BEACH FOR (0.40 MI) TO THE STATION
 DD3543'ON THE LEFT LOCATED ON TOP OF THE PRIMARY DUNE AT THE SOUTHEAST END OF
 DD3543'THE PUBLIC ACCESS ON 82ND AVENUE NORTH.
 DD3543'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3543'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3543'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (77.8 FT)
 DD3543'SOUTHEAST FROM THE EAST CORNER OF THE WOOD AND BRICK HOUSE, (8.5 FT)
 DD3543'NORTH NORTHWEST FROM THE SANITARY SEWER MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4432 ***********************************************************************
 DD4432  DESIGNATION -  5480 B
 DD4432  PID         -  DD4432
 DD4432  STATE/COUNTY-  SC/HORRY
 DD4432  USGS QUAD   -  OCEAN FOREST (1984)
 DD4432
 DD4432                         *CURRENT SURVEY CONTROL
 DD4432  ___________________________________________________________________
 DD4432* NAD 83(2001)-  33 44 50.08115(N)    078 48 30.96416(W)     ADJUSTED  
 DD4432* NAVD 88     -         4.870  (meters)      15.98   (feet)  ADJUSTED  
 DD4432  ___________________________________________________________________
 DD4432  X           -   1,030,381.082 (meters)                     COMP
 DD4432  Y           -  -5,207,907.795 (meters)                     COMP
 DD4432  Z           -   3,523,152.836 (meters)                     COMP
 DD4432  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DD4432  ELLIP HEIGHT-         -29.93  (meters)          (03/27/03) GPS OBS
 DD4432  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DD4432  DYNAMIC HT  -           4.865 (meters)      15.96  (feet)  COMP
 DD4432  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 DD4432
 DD4432  HORZ ORDER  -  FIRST
 DD4432  VERT ORDER  -  FIRST     CLASS II
 DD4432  ELLP ORDER  -  FOURTH    CLASS II
 DD4432
 DD4432.The horizontal coordinates were established by GPS observations
 DD4432.and adjusted by the National Geodetic Survey in March 2003..
 DD4432
 DD4432.The orthometric height was determined by differential leveling
 DD4432.and adjusted by the National Geodetic Survey in June 1991..
 DD4432
 DD4432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4432
 DD4432.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4432
 DD4432.The ellipsoidal height was determined by GPS observations
 DD4432.and is referenced to NAD 83.
 DD4432
 DD4432.The geoid height was determined by GEOID03.
 DD4432
 DD4432.The dynamic height is computed by dividing the NAVD 88
 DD4432.geopotential number by the normal gravity value computed on the
 DD4432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4432.degrees latitude (g = 980.6199 gals.).
 DD4432
 DD4432.The modeled gravity was interpolated from observed gravity values.
 DD4432
 DD4432;                    North         East     Units Scale Factor Converg.
 DD4432;SPC SC       -   214,397.193   812,592.640   MT  0.99979458   +1 12 53.7
 DD4432;SPC SC       -   703,402.86  2,665,986.35   iFT  0.99979458   +1 12 53.7
 DD4432;UTM  17      - 3,736,288.668   702,987.440   MT  1.00010798   +1 13 04.1
 DD4432
 DD4432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4432!SPC SC       -   1.00000470  x   0.99979458  =   0.99979928
 DD4432!UTM  17      -   1.00000470  x   1.00010798  =   1.00011268
 DD4432
 DD4432                          SUPERSEDED SURVEY CONTROL
 DD4432
 DD4432  NAD 83(1995)-  33 44 50.08135(N)    078 48 30.96377(W) AD(       ) 1
 DD4432  ELLIP H (12/20/99)  -29.94   (m)                       GP(       ) 4 1
 DD4432  NAD 83(1986)-  33 44 50.08980(N)    078 48 30.96948(W) AD(       ) 1
 DD4432  NGVD 29 (05/09/91)    5.180  (m)           16.99   (f) ADJUSTED    1 2
 DD4432
 DD4432.Superseded values are not recommended for survey control.
 DD4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4432.See file dsdata.txt to determine how the superseded data were derived.
 DD4432
 DD4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0298736289(NAD 83)
 DD4432_MARKER: DD = SURVEY DISK
 DD4432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4432_SP_SET: CONCRETE POST
 DD4432_STAMPING: 5480 B 1990
 DD4432_MARK LOGO: SCCC  
 DD4432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4432+STABILITY: SURFACE MOTION
 DD4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4432+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD4432
 DD4432  HISTORY     - Date     Condition        Report By
 DD4432  HISTORY     - 1990     MONUMENTED       NGS
 DD4432  HISTORY     - 19900508 GOOD             NGS
 DD4432  HISTORY     - 19900918 GOOD             NGS
 DD4432
 DD4432                          STATION DESCRIPTION
 DD4432
 DD4432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4432'1.2 KM (0.75 MI) SOUTHERLY ALONG OCEAN BOULEVARD (STATE HIGHWAY 73)
 DD4432'FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN
 DD4432'NORTH MYRTLE BEACH, THENCE 0.3 KM (0.19 MI) SOUTHEASTERLY ALONG 82ND
 DD4432'AVENUE NORTH, 13.8 M (45.28 FT) SOUTHEAST OF THE CENTER OF THE NORTH
 DD4432'INTERSECTION OF 82ND AVENUE AND BEACH DRIVE, 11.7 M (38.39 FT)
 DD4432'NORTHEAST OF UTILITY POLE NUMBER 44625, 6.7 M (21.98 FT) SOUTHWEST OF
 DD4432'THE CENTER OF A SAND ROAD LEADING TO THE BEACH, AND 1.7 M (5.58 FT)
 DD4432'EAST OF A WITNESS POST.  NOTE--THE DISK IS AFFIXED TO A 24-INCH
 DD4432'SECTION OF 2-INCH PVC PIPE ENCASED IN A 6-INCH PVC PIPE SURROUNDED BY
 DD4432'CONCRETE AND FLUSH WITH THE GROUND SURFACE.
 DD4432
 DD4432                          STATION RECOVERY (1990)
 DD4432
 DD4432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4432'AND STATE HIGHWAY 73 (OCEAN BLVD.), NORTHEAST OF MYRTLE BEACH, GO
 DD4432'SOUTH AND THEN SOUTHWESTERLY ON STATE HIGHWAY 73 FOR 1.20 KM
 DD4432'(0.75 MI) TO THE JUNCTION OF 82ND AVE NORTH ON LEFT.  TURN LEFT
 DD4432'(SOUTHEAST) ON 82ND AVE NORTH FOR 0.24 KM (0.15 MI) TO A CURVE TO THE
 DD4432'RIGHT AND THE STATION STRAIGHT AHEAD IN THE BEACH ACCESS.
 DD4432'THE STATION IS LOCATED 13.8 M (45.3 FT) SOUTHEAST OF THE CENTERLINE
 DD4432'OF THE CURVE WHERE BEACH DRIVE AND 82ND AVE. NORTH JUNCTION, 11.7 M
 DD4432'(38.4 FT) NORTHEAST OF POWER POLE NO. 44625, 6.7 M (22.0 FT)
 DD4432'SOUTHWEST OF THE CENTER OF THE SAND ROAD LEADING TO THE BEACH AND 1.7
 DD4432'M (5.6 FT) EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0534 ***********************************************************************
 DD0534  DESIGNATION -  55
 DD0534  PID         -  DD0534
 DD0534  STATE/COUNTY-  SC/BERKELEY
 DD0534  USGS QUAD   -  BONNEAU (1990)
 DD0534
 DD0534                         *CURRENT SURVEY CONTROL
 DD0534  ___________________________________________________________________
 DD0534* NAD 83(1986)-  33 21 25.     (N)    079 56 23.     (W)     SCALED    
 DD0534* NAVD 88     -        16.412  (meters)      53.84   (feet)  POSTED    
 DD0534  ___________________________________________________________________
 DD0534  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DD0534  DYNAMIC HT  -          16.400 (meters)      53.81  (feet)  COMP
 DD0534  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 DD0534
 DD0534  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DD0534
 DD0534.The horizontal coordinates were scaled from a topographic map and have
 DD0534.an estimated accuracy of +/- 6 seconds.
 DD0534
 DD0534.The orthometric height was determined by differential leveling
 DD0534.and adjusted by the National Geodetic Survey in 1992..
 DD0534.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DD0534.rate of 2.1 thru 3.0 mm/km.
 DD0534
 DD0534.The geoid height was determined by GEOID03.
 DD0534
 DD0534.The dynamic height is computed by dividing the NAVD 88
 DD0534.geopotential number by the normal gravity value computed on the
 DD0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0534.degrees latitude (g = 980.6199 gals.).
 DD0534
 DD0534.The modeled gravity was interpolated from observed gravity values.
 DD0534
 DD0534;                    North         East    Units  Estimated Accuracy
 DD0534;SPC SC       -   169,470.      708,270.      MT  (+/- 180 meters Scaled)
 DD0534
 DD0534                          SUPERSEDED SURVEY CONTROL
 DD0534
 DD0534  NGVD 29 (03/21/89)   16.719  (m)           54.85   (f) ADJUSTED    2 0
 DD0534
 DD0534.Superseded values are not recommended for survey control.
 DD0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0534.See file dsdata.txt to determine how the superseded data were derived.
 DD0534
 DD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS986913(NAD 83)
 DD0534_MARKER: DD = SURVEY DISK
 DD0534_SETTING: 0 = UNSPECIFIED SETTING
 DD0534_STAMPING: 55 1918
 DD0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0534
 DD0534  HISTORY     - Date     Condition        Report By
 DD0534  HISTORY     - 1918     MONUMENTED       USGS
 DD0534  HISTORY     - 1943     GOOD             NGS
 DD0534  HISTORY     - 1961     POOR             NGS
 DD0534
 DD0534                          STATION DESCRIPTION
 DD0534
 DD0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DD0534'3.4 MI S FROM ST STEPHENS.
 DD0534'ABOUT 3.4 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DD0534'SAINT STEPHENS, ABOUT 300 FEET SOUTH OF MILEPOST C 42, 6 FEET
 DD0534'SOUTH OF A CROSS ROAD, 26.5 FEET WEST OF THE RAIL, AND IN LINE WITH
 DD0534'A ROW OF POLES.
 DD0534
 DD0534                          STATION RECOVERY (1961)
 DD0534
 DD0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DD0534'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0121 ***********************************************************************
 DE0121  DESIGNATION -  55
 DE0121  PID         -  DE0121
 DE0121  STATE/COUNTY-  SC/BERKELEY
 DE0121  USGS QUAD   -  MONCKS CORNER (1979)
 DE0121
 DE0121                         *CURRENT SURVEY CONTROL
 DE0121  ___________________________________________________________________
 DE0121* NAD 83(1986)-  33 11 34.     (N)    080 00 17.     (W)     SCALED    
 DE0121* NAVD 88     -        16.42   (+/-2cm)      53.9    (feet)  VERTCON   
 DE0121  ___________________________________________________________________
 DE0121  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DE0121
 DE0121  VERT ORDER  -  ? (See Below)
 DE0121
 DE0121.The horizontal coordinates were scaled from a topographic map and have
 DE0121.an estimated accuracy of +/- 6 seconds.
 DE0121
 DE0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0121.The vertical order pertains to the NGVD 29 superseded value.
 DE0121
 DE0121.The geoid height was determined by GEOID03.
 DE0121
 DE0121;                    North         East    Units  Estimated Accuracy
 DE0121;SPC SC       -   151,210.      702,390.      MT  (+/- 180 meters Scaled)
 DE0121
 DE0121                          SUPERSEDED SURVEY CONTROL
 DE0121
 DE0121  NGVD 29 (??/??/92)   16.720  (m)           54.86   (f) ADJ UNCH    ?  
 DE0121
 DE0121.Superseded values are not recommended for survey control.
 DE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0121.See file dsdata.txt to determine how the superseded data were derived.
 DE0121
 DE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS927731(NAD 83)
 DE0121_MARKER: P = PIPE CAP
 DE0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0121_STAMPING: 55 1918
 DE0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0121
 DE0121  HISTORY     - Date     Condition        Report By
 DE0121  HISTORY     - 1918     MONUMENTED       USGS
 DE0121  HISTORY     - 1961     MARK NOT FOUND   NGS
 DE0121  HISTORY     - 1979     MARK NOT FOUND   NGS
 DE0121
 DE0121                          STATION DESCRIPTION
 DE0121
 DE0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0121'AT MONCKS CORNER.
 DE0121'AT MONCKS CORNER, BERKELEY COUNTY, ON THE ATLANTIC COAST LINE
 DE0121'RAILROAD, 65 FEET NORTH OF THE STATION, IN THE NORTHEAST QUARTER OF
 DE0121'THE CROSSING OF STATE HIGHWAY 6, 23 FEET NORTH OF THE CENTERLINE
 DE0121'OF THE HIGHWAY, 12 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 DE0121'AND 8 FEET WEST OF THE CROSSING-WARNING SIGN.  A UNITED STATES
 DE0121'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 55 1918 AND RIVETED ON THE
 DE0121'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 DE0121'NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN MARCH
 DE0121'1943.  IT WAS REPORTED AT THAT TIME THAT THE HIGHWAY HAS BEEN
 DE0121'WIDENED AT THIS POINT AND A NEW CROSSING SIGNAL HAS BEEN PUT IN.
 DE0121'THE MARK IS PROBABLY UNDER A FILL.
 DE0121
 DE0121                          STATION RECOVERY (1979)
 DE0121
 DE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DE0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5079 ***********************************************************************
 DG5079  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5079  DESIGNATION -  55 557
 DG5079  PID         -  DG5079
 DG5079  STATE/COUNTY-  SC/YORK
 DG5079  USGS QUAD   -  CLOVER (1985)
 DG5079
 DG5079                         *CURRENT SURVEY CONTROL
 DG5079  ___________________________________________________________________
 DG5079* NAD 83(2001)-  35 06 00.15881(N)    081 11 19.91255(W)     ADJUSTED  
 DG5079* NAVD 88     -       233.43   (meters)     765.8    (feet)  GPS OBS   
 DG5079  ___________________________________________________________________
 DG5079  X           -     800,234.767 (meters)                     COMP
 DG5079  Y           -  -5,162,565.400 (meters)                     COMP
 DG5079  Z           -   3,647,069.520 (meters)                     COMP
 DG5079  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 DG5079  ELLIP HEIGHT-         202.38  (meters)          (01/16/04) GPS OBS
 DG5079  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DG5079
 DG5079  HORZ ORDER  -  FIRST
 DG5079  ELLP ORDER  -  FOURTH    CLASS II
 DG5079
 DG5079.The horizontal coordinates were established by GPS observations
 DG5079.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in January 2004..
 DG5079
 DG5079.The orthometric height was determined by GPS observations and a
 DG5079.high-resolution geoid model using precise GPS observation and
 DG5079.processing techniques.
 DG5079
 DG5079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5079
 DG5079.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5079
 DG5079.The ellipsoidal height was determined by GPS observations
 DG5079.and is referenced to NAD 83.
 DG5079
 DG5079.The geoid height was determined by GEOID03.
 DG5079
 DG5079;                    North         East     Units Scale Factor Converg.
 DG5079;SPC SC       -   362,312.361   592,378.096   MT  1.00010576   -0 06 16.9
 DG5079;SPC SC       - 1,188,688.85  1,943,497.69   iFT  1.00010576   -0 06 16.9
 DG5079;UTM  17      - 3,884,153.981   482,786.785   MT  0.99960365   -0 06 31.0
 DG5079
 DG5079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5079!SPC SC       -   0.99996823  x   1.00010576  =   1.00007399
 DG5079!UTM  17      -   0.99996823  x   0.99960365  =   0.99957190
 DG5079
 DG5079                          SUPERSEDED SURVEY CONTROL
 DG5079
 DG5079  NAD 83(1986)-  35 06 00.17408(N)    081 11 19.91872(W) AD(       ) 1
 DG5079
 DG5079.Superseded values are not recommended for survey control.
 DG5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5079.See file dsdata.txt to determine how the superseded data were derived.
 DG5079
 DG5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8278784154(NAD 83)
 DG5079_MARKER: DD = SURVEY DISK
 DG5079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5079_STAMPING: 55-557 2003
 DG5079_MARK LOGO: SCGS  
 DG5079_PROJECTION: FLUSH
 DG5079_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5079+STABILITY: SURFACE MOTION
 DG5079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5079+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG5079
 DG5079  HISTORY     - Date     Condition        Report By
 DG5079  HISTORY     - 20030624 MONUMENTED       SCGS
 DG5079
 DG5079                          STATION DESCRIPTION
 DG5079
 DG5079'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG5079'STATION IS LOCATED IN THE EAST ANGLE OF THE JUNCTION OF STATE HIGHWAYS
 DG5079'55, 557 AND A PAVED ROAD (OLE CAMBRIDGE CIRCLE), 2.2 MILES EAST
 DG5079'SOUTHEAST OF CLOVER, 8.0 MILES NORTH NORTHEAST OF YORK.
 DG5079'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DG5079'SC 29202, PHONE 803-737-1350.STATION IS A CONCRETE POST FLUSH WITH THE
 DG5079'GROUND AND 1.0 FOOT BELOW THE HIGHWAYS, 128.0 FEET NORTH NORTHEAST OF
 DG5079'THE CENTER OF HIGHWAY 55 62.0 FEET SOUTH SOUTHEAST OF THE CENTER OF
 DG5079'HIGHWAY 557, 27.6 FEET SOUTH OF THE SOUTH LEG OF A SIGN (AMOCO), 98.5
 DG5079'FEET EAST SOUTHEAST OF A WOODEN SUPPORT POST FOR A TELEPHONE JUNCTION
 DG5079'BOX NUMBER 1510/2, 57.4 FEET NORTH NORTHWEST OF THE WEST END OF A
 DG5079'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE WEST ENTRANCE TO THE STORE.
 DG5079'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION CLOVER AT.DESCRIBED
 DG5079'BY R.P. MCKEOWN.
 DG5079' 
 DG5079'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4111 ***********************************************************************
 EB4111  DESIGNATION -  55 HLZ
 EB4111  PID         -  EB4111
 EB4111  STATE/COUNTY-  SC/MARLBORO
 EB4111  USGS QUAD   -  SOCIETY HILL (1971)
 EB4111
 EB4111                         *CURRENT SURVEY CONTROL
 EB4111  ___________________________________________________________________
 EB4111* NAD 83(1986)-  34 31 37.     (N)    079 49 46.     (W)     SCALED    
 EB4111* NAVD 88     -        27.864  (meters)      91.42   (feet)  ADJUSTED  
 EB4111  ___________________________________________________________________
 EB4111  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EB4111  DYNAMIC HT  -          27.837 (meters)      91.33  (feet)  COMP
 EB4111  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 EB4111
 EB4111  VERT ORDER  -  FIRST     CLASS II
 EB4111
 EB4111.The horizontal coordinates were scaled from a topographic map and have
 EB4111.an estimated accuracy of +/- 6 seconds.
 EB4111
 EB4111.The orthometric height was determined by differential leveling
 EB4111.and adjusted by the National Geodetic Survey in June 1994..
 EB4111
 EB4111.The geoid height was determined by GEOID03.
 EB4111
 EB4111.The dynamic height is computed by dividing the NAVD 88
 EB4111.geopotential number by the normal gravity value computed on the
 EB4111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4111.degrees latitude (g = 980.6199 gals.).
 EB4111
 EB4111.The modeled gravity was interpolated from observed gravity values.
 EB4111
 EB4111;                    North         East    Units  Estimated Accuracy
 EB4111;SPC SC       -   299,330.      717,060.      MT  (+/- 180 meters Scaled)
 EB4111
 EB4111                          SUPERSEDED SURVEY CONTROL
 EB4111
 EB4111.No superseded survey control is available for this station.
 EB4111
 EB4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU074212(NAD 83)
 EB4111_MARKER: DD = SURVEY DISK
 EB4111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB4111_SP_SET: BRIDGE CURB
 EB4111_STAMPING: 55 HLZ 1970
 EB4111_MARK LOGO: USGS  
 EB4111_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB4111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB4111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4111+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 EB4111
 EB4111  HISTORY     - Date     Condition        Report By
 EB4111  HISTORY     - 1970     MONUMENTED       USGS
 EB4111  HISTORY     - 19930429 GOOD             SCGS
 EB4111  HISTORY     - 20010217 GOOD             USPSQD
 EB4111  HISTORY     - 20050318 GOOD             USPSQD
 EB4111
 EB4111                          STATION DESCRIPTION
 EB4111
 EB4111'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4111'STATION IS LOCATED 1.6 MILES (2.6 KM) NORTHEAST OF SOCIETY HILL.
 EB4111'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 EB4111'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 EB4111'JUNCTION OF U.S. HIGHWAYS 52, 15, 401 (NORTH MAIN STREET) AND STATE
 EB4111'ROAD 133 (CHURCH STREET) IN SOCIETY HILL, GO NORTHEAST ON HIGHWAYS 15
 EB4111'AND 401 FOR 1.3 MILES (2.1 KM) TO THE WEST END OF THE BRIDGE OVER THE
 EB4111'PEE DEE RIVER (DARLINGTON/MARLBORO COUNTY LINE), CONTINUE ON HIGHWAYS
 EB4111'15 AND 401 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE RIGHT AT THE
 EB4111'SOUTHEAST CORNER OF THE BRIDGE. STATION IS A DRILL MARK IN
 EB4111'CURB-SIDEWALK OF BRIDGE AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 1.7
 EB4111'FEET (0.5 M) WEST OF THE NORTHEAST CORNER OF THE CONCRETE CORNER RAIL
 EB4111'POST, 1.7 FEET (0.5 M) SOUTH SOUTHEAST OF THE NORTH EDGE OF THE CURB,
 EB4111'2.3 FEET (0.7 M) WEST OF A WITNESS POST. RECOVERED BY T. HALL.
 EB4111
 EB4111                          STATION RECOVERY (2001)
 EB4111
 EB4111'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4111'WITNESS POST BROKEN.
 EB4111
 EB4111                          STATION RECOVERY (2005)
 EB4111
 EB4111'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 EB4111'MARKER WILL LIKELY BE DESTROYED WITH CONSTRUCTION OF NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0533 ***********************************************************************
 DD0533  DESIGNATION -  55 RESET
 DD0533  PID         -  DD0533
 DD0533  STATE/COUNTY-  SC/BERKELEY
 DD0533  USGS QUAD   -  BONNEAU (1990)
 DD0533
 DD0533                         *CURRENT SURVEY CONTROL
 DD0533  ___________________________________________________________________
 DD0533* NAD 83(1986)-  33 21 25.     (N)    079 56 23.     (W)     SCALED    
 DD0533* NAVD 88     -        16.415  (meters)      53.85   (feet)  ADJUSTED  
 DD0533  ___________________________________________________________________
 DD0533  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DD0533  DYNAMIC HT  -          16.398 (meters)      53.80  (feet)  COMP
 DD0533  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 DD0533
 DD0533  VERT ORDER  -  FIRST     CLASS II
 DD0533
 DD0533.The horizontal coordinates were scaled from a topographic map and have
 DD0533.an estimated accuracy of +/- 6 seconds.
 DD0533
 DD0533.The orthometric height was determined by differential leveling
 DD0533.and adjusted by the National Geodetic Survey in June 1991..
 DD0533
 DD0533.The geoid height was determined by GEOID03.
 DD0533
 DD0533.The dynamic height is computed by dividing the NAVD 88
 DD0533.geopotential number by the normal gravity value computed on the
 DD0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0533.degrees latitude (g = 980.6199 gals.).
 DD0533
 DD0533.The modeled gravity was interpolated from observed gravity values.
 DD0533
 DD0533;                    North         East    Units  Estimated Accuracy
 DD0533;SPC SC       -   169,470.      708,270.      MT  (+/- 180 meters Scaled)
 DD0533
 DD0533                          SUPERSEDED SURVEY CONTROL
 DD0533
 DD0533  NGVD 29 (03/21/89)   16.715  (m)           54.84   (f) ADJUSTED    1 2
 DD0533
 DD0533.Superseded values are not recommended for survey control.
 DD0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0533.See file dsdata.txt to determine how the superseded data were derived.
 DD0533
 DD0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS986913(NAD 83)
 DD0533_MARKER: P = PIPE CAP
 DD0533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0533_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0533_STAMPING: 55 1918 RESET 1961
 DD0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0533
 DD0533  HISTORY     - Date     Condition        Report By
 DD0533  HISTORY     - 1961     MONUMENTED       USGS
 DD0533  HISTORY     - 1961     GOOD             NGS
 DD0533  HISTORY     - 1979     MARK NOT FOUND   NGS
 DD0533
 DD0533                          STATION DESCRIPTION
 DD0533
 DD0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DD0533'3.4 MI S FROM ST STEPHEN.
 DD0533'ABOUT 3.45 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 DD0533'FROM THE STATION AT ST. STEPHEN, ABOUT 100 YARDS SOUTH OF MILEPOST
 DD0533'NO. 353, 27 FEET NORTHWEST OF THE NORTHWEST RAIL, 7.5 FEET NORTHEAST
 DD0533'OF A TELEGRAPH POLE, 150 FEET EAST AND ACROSS THE TRACK FROM THE
 DD0533'NORTHEAST CORNER OF THE ANDERSONS GROCERY STORE, 68 FEET SOUTHEAST
 DD0533'OF THE CENTER LINE OF U.S. HIGHWAY 52, 4 FEET BELOW THE LEVEL
 DD0533'OF THE TRACK, A CAP ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 DD0533'10 INCHES ABOVE THE LEVEL OF THE GROUND.
 DD0533
 DD0533                          STATION RECOVERY (1979)
 DD0533
 DD0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4702 ***********************************************************************
 DD4702  DESIGNATION -  55 SY 24
 DD4702  PID         -  DD4702
 DD4702  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4702  USGS QUAD   -  LAKE CITY EAST (1990)
 DD4702
 DD4702                         *CURRENT SURVEY CONTROL
 DD4702  ___________________________________________________________________
 DD4702* NAD 83(1986)-  33 45 17.     (N)    079 39 27.     (W)     SCALED    
 DD4702* NAVD 88     -        16.336  (meters)      53.60   (feet)  ADJUSTED  
 DD4702  ___________________________________________________________________
 DD4702  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DD4702  DYNAMIC HT  -          16.320 (meters)      53.54  (feet)  COMP
 DD4702  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 DD4702
 DD4702  VERT ORDER  -  FIRST     CLASS II
 DD4702
 DD4702.The horizontal coordinates were scaled from a topographic map and have
 DD4702.an estimated accuracy of +/- 6 seconds.
 DD4702
 DD4702.The orthometric height was determined by differential leveling
 DD4702.and adjusted by the National Geodetic Survey in June 1994..
 DD4702
 DD4702.The geoid height was determined by GEOID03.
 DD4702
 DD4702.The dynamic height is computed by dividing the NAVD 88
 DD4702.geopotential number by the normal gravity value computed on the
 DD4702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4702.degrees latitude (g = 980.6199 gals.).
 DD4702
 DD4702.The modeled gravity was interpolated from observed gravity values.
 DD4702
 DD4702;                    North         East    Units  Estimated Accuracy
 DD4702;SPC SC       -   213,880.      733,950.      MT  (+/- 180 meters Scaled)
 DD4702
 DD4702                          SUPERSEDED SURVEY CONTROL
 DD4702
 DD4702.No superseded survey control is available for this station.
 DD4702
 DD4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT243357(NAD 83)
 DD4702_MARKER: DD = SURVEY DISK
 DD4702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4702_SP_SET: CONCRETE POST
 DD4702_STAMPING: 55 SY 24 1934
 DD4702_MARK LOGO: USGS  
 DD4702_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4702+STABILITY: SURFACE MOTION
 DD4702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4702+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 DD4702
 DD4702  HISTORY     - Date     Condition        Report By
 DD4702  HISTORY     - 1934     MONUMENTED       USGS
 DD4702  HISTORY     - 19930505 GOOD             SCGS
 DD4702
 DD4702                          STATION DESCRIPTION
 DD4702
 DD4702'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4702'STATION IS LOCATED 7.5 MILES (12.1 KM) EAST SOUTHEAST OF CADES, 8.2
 DD4702'MILES (13.2 KM) WEST NORTHWEST OF STUCKEY. OWNERSHIP--SCDOT, DIRECTOR
 DD4702'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4702'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 DD4702'HIGHWAYS 512 AND 261, 4.4 MILES (7.1 KM) WEST OF STUCKEY, GO NORTH
 DD4702'NORTHWEST ON HIGHWAY 512 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF
 DD4702'STATE ROAD 118, CONTINUE ON HIGHWAY 512 FOR 3.4 MILES (5.5 KM) TO A
 DD4702'SAND DRIVEWAY LEFT LEADING TO A TWO STORY FARM HOUSE AT SNOWDEN FARMS
 DD4702'AND A SAND ROAD RIGHT AND THE STATION ON THE LEFT IN THE SOUTHEAST
 DD4702'ANGLE NEAR THE SOUTH CORNER OF A BRICK ENTRANCE MARKER. STATION IS A
 DD4702'CONCRETE POST PROJECTING 0.3 FOOT (9.1 CM) AND LEVEL WITH THE
 DD4702'HIGHWAY, 48.5 FEET (14.8 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 DD4702'HIGHWAY, 8.6 FEET (2.6 M) SOUTH OF THE SOUTHWEST CORNER OF THE BRICK
 DD4702'ENTRANCE MARKER, 11.7 FEET (3.6 M) EAST SOUTHEAST OF THE CENTER OF
 DD4702'THE DRIVEWAY, 29.5 FEET (9.0 M) SOUTH SOUTHWEST OF THE EAST END OF A
 DD4702'2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY. RECOVERED BY T.
 DD4702'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1801 ***********************************************************************
 AB1801  DESIGNATION -  55 WDK
 AB1801  PID         -  AB1801
 AB1801  STATE/COUNTY-  SC/EDGEFIELD
 AB1801  USGS QUAD   -  LIMESTONE (1965)
 AB1801
 AB1801                         *CURRENT SURVEY CONTROL
 AB1801  ___________________________________________________________________
 AB1801* NAD 83(2001)-  33 53 22.25910(N)    082 01 24.68990(W)     ADJUSTED  
 AB1801* NAVD 88     -       102.355  (meters)     335.81   (feet)  ADJUSTED  
 AB1801  ___________________________________________________________________
 AB1801  X           -     735,484.890 (meters)                     COMP
 AB1801  Y           -  -5,248,883.444 (meters)                     COMP
 AB1801  Z           -   3,536,320.678 (meters)                     COMP
 AB1801  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AB1801  ELLIP HEIGHT-          72.75  (meters)          (05/19/05) GPS OBS
 AB1801  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AB1801  DYNAMIC HT  -         102.250 (meters)     335.47  (feet)  COMP
 AB1801  MODELED GRAV-     979,612.6   (mgal)                       NAVD 88
 AB1801
 AB1801  HORZ ORDER  -  FIRST
 AB1801  VERT ORDER  -  FIRST     CLASS II
 AB1801  ELLP ORDER  -  FOURTH    CLASS I
 AB1801
 AB1801.The horizontal coordinates were established by GPS observations
 AB1801.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AB1801
 AB1801.The orthometric height was determined by differential leveling
 AB1801.and adjusted by the National Geodetic Survey in September 1998..
 AB1801
 AB1801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1801
 AB1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1801
 AB1801.The ellipsoidal height was determined by GPS observations
 AB1801.and is referenced to NAD 83.
 AB1801
 AB1801.The geoid height was determined by GEOID03.
 AB1801
 AB1801.The dynamic height is computed by dividing the NAVD 88
 AB1801.geopotential number by the normal gravity value computed on the
 AB1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1801.degrees latitude (g = 980.6199 gals.).
 AB1801
 AB1801.The modeled gravity was interpolated from observed gravity values.
 AB1801
 AB1801;                    North         East     Units Scale Factor Converg.
 AB1801;SPC SC       -   228,491.159   514,940.008   MT  0.99980101   -0 34 02.8
 AB1801;SPC SC       -   749,642.91  1,689,435.72   iFT  0.99980101   -0 34 02.8
 AB1801;UTM  17      - 3,750,377.283   405,355.572   MT  0.99971042   -0 34 14.7
 AB1801
 AB1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1801!SPC SC       -   0.99998858  x   0.99980101  =   0.99978959
 AB1801!UTM  17      -   0.99998858  x   0.99971042  =   0.99969900
 AB1801
 AB1801                          SUPERSEDED SURVEY CONTROL
 AB1801
 AB1801  NAVD 88 (05/19/05)  102.36   (m)          335.8    (f) LEVELING    3  
 AB1801
 AB1801.Superseded values are not recommended for survey control.
 AB1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1801.See file dsdata.txt to determine how the superseded data were derived.
 AB1801
 AB1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0535650377(NAD 83)
 AB1801_MARKER: DD = SURVEY DISK
 AB1801_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB1801_SP_SET: BRIDGE CURB
 AB1801_STAMPING: 55 WDK 1961
 AB1801_MARK LOGO: USGS  
 AB1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1801+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AB1801
 AB1801  HISTORY     - Date     Condition        Report By
 AB1801  HISTORY     - 1961     MONUMENTED       USGS
 AB1801  HISTORY     - 19940215 GOOD             SCGS
 AB1801  HISTORY     - 20010801 GOOD             USPSQD
 AB1801  HISTORY     - 20041006 GOOD             SCGS
 AB1801
 AB1801                          STATION DESCRIPTION
 AB1801
 AB1801'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1801'STATION IS LOCATED 8.75 MILES (14.08 KM) NORTHWEST OF EDGEFIELD.
 AB1801'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1801'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1801'JUNCTION OF U.S.  HIGHWAYS 378 AND 25, 11.5 MILES (18.5 KM) NORTHWEST
 AB1801'OF EDGEFIELD, GO SOUTH SOUTHEAST ON HIGHWAY 25 FOR 2.8 MILES (4.5 KM)
 AB1801'TO THE STATION IN THE CURB AT THE SOUTHEAST CORNER OF THE BRIDGE OVER
 AB1801'TURKEY CREEK.  STATION IS A DRILL MARK IN CURB OF BRIDGE AND 0.5 FOOT
 AB1801'(15.2 CM) ABOVE THE HIGHWAY, 1.0 FOOT (0.3 M) NORTH NORTHEAST OF THE
 AB1801'SOUTH END OF THE CURB OF THE BRIDGE, 14.8 FEET (4.5 M) EAST OF THE
 AB1801'CENTER OF THE HIGHWAY, 2.6 FEET (0.8 M) NORTH NORTHWEST OF A WITNESS
 AB1801'POST AT A SIGN BASE (HAZARD STRIP/TURKEY CREEK).  NOTE-STATION IS
 AB1801'GPS-ABLE BUT HAS A POOR SETUP AREA. RECOVERED BY R.W.  ROBERTS.
 AB1801
 AB1801                          STATION RECOVERY (2001)
 AB1801
 AB1801'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1801'RECOVERED IN GOOD CONDITION.
 AB1801
 AB1801                          STATION RECOVERY (2004)
 AB1801
 AB1801'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1801'STATION IS LOCATED 8.8 MILES NORTHWEST OF EDGEFIELD, 13.4 MILES WEST
 AB1801'NORTHWEST OF  JOHNSTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1801'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 AB1801'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AB1801'25 AND 378, 11.6 MILES  NORTHWEST OF EDGEFIELD, GO SOUTH SOUTHEAST ON
 AB1801'HIGHWAY 25 FOR 2.85 MILES TO THE  STATION ON THE LEFT IN THE CURB NEAR
 AB1801'THE SOUTHEAST CORNER OF THE BRIDGE OVER TURKEY  CREEK. STATION IS A
 AB1801'DISK SET IN A DRILL HOLE IN THE CURB OF THE BRIDGE AND 0.5 FOOT ABOVE
 AB1801'THE HIGHWAY, 1.0 FOOT NORTH NORTHEAST OF THE SOUTH END OF THE CURB OF
 AB1801'THE  BRIDGE, 14.8 FEET EAST OF THE CENTER OF THE HIGHWAY, 2.6 FEET
 AB1801'NORTH NORTHWEST  OF A WITNESS POST. NOTE-DANGEROUS SETUP FOR GPS
 AB1801'OBSERVATIONS. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3544 ***********************************************************************
 DD3544  DESIGNATION -  5500
 DD3544  PID         -  DD3544
 DD3544  STATE/COUNTY-  SC/HORRY
 DD3544  USGS QUAD   -  HAND (1984)
 DD3544
 DD3544                         *CURRENT SURVEY CONTROL
 DD3544  ___________________________________________________________________
 DD3544* NAD 83(2001)-  33 45 01.13760(N)    078 48 11.77119(W)     ADJUSTED  
 DD3544* NAVD 88     -         3.33   (+/-2cm)      10.9    (feet)  VERTCON   
 DD3544  ___________________________________________________________________
 DD3544  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DD3544  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD3544
 DD3544  HORZ ORDER  -  SECOND
 DD3544  VERT ORDER  -  THIRD ? (See Below)
 DD3544
 DD3544.The horizontal coordinates were established by classical geodetic methods
 DD3544.and adjusted by the National Geodetic Survey in March 2004..
 DD3544
 DD3544.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3544.The vertical order pertains to the NGVD 29 superseded value.
 DD3544
 DD3544.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3544
 DD3544.The geoid height was determined by GEOID03.
 DD3544
 DD3544;                    North         East     Units Scale Factor Converg.
 DD3544;SPC SC       -   214,748.186   813,079.181   MT  0.99979465   +1 13 04.3
 DD3544;SPC SC       -   704,554.42  2,667,582.61   iFT  0.99979465   +1 13 04.3
 DD3544;UTM  17      - 3,736,639.796   703,474.116   MT  1.00011042   +1 13 15.1
 DD3544
 DD3544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3544!SPC SC       -   1.00000494  x   0.99979465  =   0.99979959
 DD3544!UTM  17      -   1.00000494  x   1.00011042  =   1.00011536
 DD3544
 DD3544                          SUPERSEDED SURVEY CONTROL
 DD3544
 DD3544  NAD 83(1986)-  33 45 01.14610(N)    078 48 11.77694(W) AD(       ) 2
 DD3544  NAD 83(1986)-  33 45 01.14712(N)    078 48 11.77808(W) AD(       ) 3
 DD3544  NGVD 29 (11/30/89)    3.65   (m)           12.0    (f) LEVELING    3  
 DD3544
 DD3544.Superseded values are not recommended for survey control.
 DD3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3544.See file dsdata.txt to determine how the superseded data were derived.
 DD3544
 DD3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0347436640(NAD 83)
 DD3544_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3544_SETTING: 0 = UNSPECIFIED SETTING
 DD3544_STAMPING: 5500 1987
 DD3544_MARK LOGO: SCCC  
 DD3544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3544+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3544
 DD3544  HISTORY     - Date     Condition        Report By
 DD3544  HISTORY     - 1987     MONUMENTED       SCCC
 DD3544
 DD3544                          STATION DESCRIPTION
 DD3544
 DD3544'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3544'TO REACH THE STATION FROM THE INTERSECTION OF THE PUBLIC BEACH ACCESS
 DD3544'AND 77TH AVENUE NORTH IN THE CITY OF MYRTLE BEACH, AND THE ATLANTIC
 DD3544'OCEAN, CONTINUE NORTHEAST ALONG THE BEACH FOR (0.75 MI) TO THE STATION
 DD3544'ON THE LEFT LOCATED ON TOP OF THE SECONDARY DUNE.
 DD3544'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3544'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3544'PROJECTING (0.6 FT) ABOVE THE SURFACE OF THE GROUND, (60.0 FT)
 DD3544'SOUTHEAST FROM THE WOODS LINE, (35.0 FT) NORTHWEST FROM THE CENTERLINE
 DD3544'OF THE PRIMARY DUNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4633 ***********************************************************************
 DD4633  DESIGNATION -  5500 B
 DD4633  PID         -  DD4633
 DD4633  STATE/COUNTY-  SC/HORRY
 DD4633  USGS QUAD   -  HAND (1984)
 DD4633
 DD4633                         *CURRENT SURVEY CONTROL
 DD4633  ___________________________________________________________________
 DD4633* NAD 83(2001)-  33 45 01.80766(N)    078 48 12.18649(W)     ADJUSTED  
 DD4633* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 DD4633  ___________________________________________________________________
 DD4633  X           -   1,030,815.798 (meters)                     COMP
 DD4633  Y           -  -5,207,614.975 (meters)                     COMP
 DD4633  Z           -   3,523,451.820 (meters)                     COMP
 DD4633  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DD4633  ELLIP HEIGHT-         -32.50  (meters)          (03/27/03) GPS OBS
 DD4633  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD4633
 DD4633  HORZ ORDER  -  SECOND
 DD4633  ELLP ORDER  -  FOURTH    CLASS II
 DD4633
 DD4633.The horizontal coordinates were established by GPS observations
 DD4633.and adjusted by the National Geodetic Survey in March 2003..
 DD4633
 DD4633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD4633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD4633
 DD4633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4633
 DD4633.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4633
 DD4633.The ellipsoidal height was determined by GPS observations
 DD4633.and is referenced to NAD 83.
 DD4633
 DD4633.The geoid height was determined by GEOID03.
 DD4633
 DD4633;                    North         East     Units Scale Factor Converg.
 DD4633;SPC SC       -   214,768.594   813,068.058   MT  0.99979466   +1 13 04.1
 DD4633;SPC SC       -   704,621.37  2,667,546.12   iFT  0.99979466   +1 13 04.1
 DD4633;UTM  17      - 3,736,660.211   703,462.988   MT  1.00011037   +1 13 14.9
 DD4633
 DD4633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4633!SPC SC       -   1.00000510  x   0.99979466  =   0.99979976
 DD4633!UTM  17      -   1.00000510  x   1.00011037  =   1.00011547
 DD4633
 DD4633                          SUPERSEDED SURVEY CONTROL
 DD4633
 DD4633  NAD 83(1995)-  33 45 01.80786(N)    078 48 12.18614(W) AD(       ) 2
 DD4633  ELLIP H (12/20/99)  -32.51   (m)                       GP(       ) 4 1
 DD4633  NAD 83(1986)-  33 45 01.81635(N)    078 48 12.19190(W) AD(       ) 2
 DD4633  NGVD 29 (04/08/91)    2.6    (m)            9.     (f) GPS OBS        
 DD4633
 DD4633.Superseded values are not recommended for survey control.
 DD4633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4633.See file dsdata.txt to determine how the superseded data were derived.
 DD4633
 DD4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0346336660(NAD 83)
 DD4633_MARKER: DD = SURVEY DISK
 DD4633_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4633_SP_SET: ALUMINUM ALLOY ROD
 DD4633_STAMPING: 5500 B 1990
 DD4633_MARK LOGO: SCCC  
 DD4633_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4633+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD4633
 DD4633  HISTORY     - Date     Condition        Report By
 DD4633  HISTORY     - 1990     MONUMENTED       NGS
 DD4633  HISTORY     - 19970729 GOOD             SCGS
 DD4633  HISTORY     - 20010331 GOOD             NGS
 DD4633  HISTORY     - 20060822 GOOD             USPSQD
 DD4633
 DD4633                          STATION DESCRIPTION
 DD4633
 DD4633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4633'THE STATION IS LOCATED IN THE NORTH END OF MYRTLE BEACH.
 DD4633'OWNERSHIP--PUBLIC BEACH ACCESS.
 DD4633'TO REACH THE STATION FROM THE NORTHERN INTERSECTION OF U.S. 17
 DD4633'BUSINESS AND SC HIGHWAY 73 (OCEAN BLVD), GO SOUTHWEST ON HIGHWAY 73
 DD4633'FOR 1.20 KM (0.75 MI) TO THE INTERSECTION OF 82ND AVE. NORTH ON THE
 DD4633'LEFT, TURN LEFT AND GO 0.24 KM (0.15 MI) TO A BEACH ACCESS ROAD,
 DD4633'CONTINUE DOWN THE BEACH ACCESS ROAD TO THE OCEAN.  TURN LEFT AND GO
 DD4633'NORTHEAST ALONG OCEAN FOR 1.44 KM (0.90 MI) TO A LOW SPOT ON THE DUNE,
 DD4633'TURN LEFT AND CROSS DUNE, TURN LEFT AND GO SOUTHWEST FOR 0.88 KM
 DD4633'(0.55 MI) TO THE STATION ON THE RIGHT NEAR THE TREE LINE.
 DD4633'THE STATION IS LOCATED 34.5 M (113.2 FT) NORTH-NORTHWEST OF THE TOP OF
 DD4633'THE DUNE, 17.0 M (55.8 FT) NORTHWEST OF A LARGE CEDAR TREE, 2.7 M
 DD4633'(8.9 FT) SOUTHEAST OF A SMALL CLUMP OF TREES AND 0.20 M (0.7 FT)
 DD4633'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 DD4633
 DD4633                          STATION RECOVERY (1997)
 DD4633
 DD4633'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4633'STATION IS LOCATED 6.1 MILES (9.8 KM) NORTHEAST OF MYRTLE BEACH, 15.25
 DD4633'MILES (24.54 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--SOUTH CAROLINA
 DD4633'COASTAL COUNCIL, 1601 OAK STREET, MYRTLE BEACH, SC 29577-3579, PHONE
 DD4633'803-626-7217.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD4633'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (NORTH KINGS
 DD4633'HIGHWAY) , 6.8 MILES (10.9 KM) NORTHEAST OF MYRTLE BEACH, GO SOUTHWEST
 DD4633'ON HIGHWAY 17 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE HIGHWAY
 DD4633'73 (NORTH OCEAN BOULEVARD) , BEAR LEFT ON HIGHWAY 73 FOR 0.4 MILE (0.6
 DD4633'KM) TO THE JUNCTION OF STATE ROAD 197 (OCEAN BOULEVARD) , TURN LEFT ON
 DD4633'ROAD 197 FOR 0.4 MILE (0.6 KM) TO GRANDE DUNES ENTRANCE ROAD RIGHT
 DD4633'(8730-88340) , TURN RIGHT ON THE ENTRANCE DRIVE FOR 0.05 MILE (0.08
 DD4633'KM) TO A ROAD RIGHT, TURN RIGHT FOR 0.05 MILE (0.08 KM) TO THE END OF
 DD4633'PAVEMENT, BEAR SOUTH ALONG DUNE LINE FOR 0.15 MILE (0.24 KM) TO THE
 DD4633'STATION ON THE RIGHT, 0.05 MILE (0.08 KM) NORTHEAST OF AN INLET.
 DD4633'STATION IS AN ALUMINUM ALLOY ROD RECESSED 0.2 FOOT, (6.1 CM) 70.0 FEET
 DD4633'(21.3 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 17.5 FEET (5.3 M)
 DD4633'NORTHEAST OF A 2 BY 4 PROJECTING 1.2-FOOT, 252.0 FEET (76.8 M) WEST OF
 DD4633'A FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 0.4 FOOT (12.2 CM)
 DD4633'SOUTHWEST OF A WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
 DD4633
 DD4633                          STATION RECOVERY (2001)
 DD4633
 DD4633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD4633'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DD4633
 DD4633                          STATION RECOVERY (2006)
 DD4633
 DD4633'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD4633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3545 ***********************************************************************
 DD3545  DESIGNATION -  5505
 DD3545  PID         -  DD3545
 DD3545  STATE/COUNTY-  SC/HORRY
 DD3545  USGS QUAD   -  HAND (1984)
 DD3545
 DD3545                         *CURRENT SURVEY CONTROL
 DD3545  ___________________________________________________________________
 DD3545* NAD 83(2001)-  33 45 13.48347(N)    078 47 54.32794(W)     ADJUSTED  
 DD3545* NAVD 88     -         2.34   (+/-2cm)       7.7    (feet)  VERTCON   
 DD3545  ___________________________________________________________________
 DD3545  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DD3545  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD3545
 DD3545  HORZ ORDER  -  SECOND
 DD3545  VERT ORDER  -  THIRD ? (See Below)
 DD3545
 DD3545.The horizontal coordinates were established by classical geodetic methods
 DD3545.and adjusted by the National Geodetic Survey in March 2004..
 DD3545
 DD3545.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3545.The vertical order pertains to the NGVD 29 superseded value.
 DD3545
 DD3545.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3545
 DD3545.The geoid height was determined by GEOID03.
 DD3545
 DD3545;                    North         East     Units Scale Factor Converg.
 DD3545;SPC SC       -   215,137.954   813,519.828   MT  0.99979474   +1 13 14.0
 DD3545;SPC SC       -   705,833.18  2,669,028.31   iFT  0.99979474   +1 13 14.0
 DD3545;UTM  17      - 3,737,029.712   703,914.881   MT  1.00011264   +1 13 25.2
 DD3545
 DD3545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3545!SPC SC       -   1.00000510  x   0.99979474  =   0.99979983
 DD3545!UTM  17      -   1.00000510  x   1.00011264  =   1.00011774
 DD3545
 DD3545                          SUPERSEDED SURVEY CONTROL
 DD3545
 DD3545  NAD 83(1986)-  33 45 13.49198(N)    078 47 54.33377(W) AD(       ) 2
 DD3545  NAD 83(1986)-  33 45 13.49342(N)    078 47 54.33526(W) AD(       ) 3
 DD3545  NGVD 29 (11/30/89)    2.66   (m)            8.7    (f) LEVELING    3  
 DD3545
 DD3545.Superseded values are not recommended for survey control.
 DD3545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3545.See file dsdata.txt to determine how the superseded data were derived.
 DD3545
 DD3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0391537030(NAD 83)
 DD3545_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3545_SETTING: 0 = UNSPECIFIED SETTING
 DD3545_STAMPING: 5505 1987
 DD3545_MARK LOGO: SCCC  
 DD3545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3545+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3545
 DD3545  HISTORY     - Date     Condition        Report By
 DD3545  HISTORY     - 1987     MONUMENTED       SCCC
 DD3545  HISTORY     - 19970822 MARK NOT FOUND   SCGS
 DD3545
 DD3545                          STATION DESCRIPTION
 DD3545
 DD3545'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3545'TO REACH THE STATION FROM THE INTERSECTION OF THE PUBLIC BEACH ACCESS
 DD3545'AND 77TH AVENUE NORTH IN THE CITY OF MYRTLE BEACH, AND THE ATLANTIC
 DD3545'OCEAN, CONTINUE NORTHEAST ALONG THE BEACH FOR (1.1 MI) TO THE STATION
 DD3545'ON THE LEFT.
 DD3545'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3545'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3545'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (55.0 FT)
 DD3545'NORTHWEST FROM THE PRIMARY DUNE, (150.0 FT) SOUTHEAST FROM THE WOODS
 DD3545'LINE.
 DD3545
 DD3545                          STATION RECOVERY (1997)
 DD3545
 DD3545'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3545'NOT RECOVERED, INSUFFICIENT REFERENCES, SEARCHED 10 MINUTES.  RECOVERY
 DD3545'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4568 ***********************************************************************
 DD4568  DESIGNATION -  5505 B
 DD4568  PID         -  DD4568
 DD4568  STATE/COUNTY-  SC/HORRY
 DD4568  USGS QUAD   -  HAND (1984)
 DD4568
 DD4568                         *CURRENT SURVEY CONTROL
 DD4568  ___________________________________________________________________
 DD4568* NAD 83(2001)-  33 45 14.56802(N)    078 47 55.81858(W)     ADJUSTED  
 DD4568* NAVD 88     -         2.228  (meters)       7.31   (feet)  ADJUSTED  
 DD4568  ___________________________________________________________________
 DD4568  X           -   1,031,186.594 (meters)                     COMP
 DD4568  Y           -  -5,207,318.819 (meters)                     COMP
 DD4568  Z           -   3,523,778.661 (meters)                     COMP
 DD4568  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DD4568  ELLIP HEIGHT-         -32.58  (meters)          (03/27/03) GPS OBS
 DD4568  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD4568  DYNAMIC HT  -           2.226 (meters)       7.30  (feet)  COMP
 DD4568  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 DD4568
 DD4568  HORZ ORDER  -  SECOND
 DD4568  VERT ORDER  -  THIRD
 DD4568  ELLP ORDER  -  FOURTH    CLASS II
 DD4568
 DD4568.The horizontal coordinates were established by GPS observations
 DD4568.and adjusted by the National Geodetic Survey in March 2003..
 DD4568
 DD4568.The orthometric height was determined by differential leveling
 DD4568.and adjusted by the National Geodetic Survey in April 1995..
 DD4568
 DD4568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4568
 DD4568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4568
 DD4568.The ellipsoidal height was determined by GPS observations
 DD4568.and is referenced to NAD 83.
 DD4568
 DD4568.The geoid height was determined by GEOID03.
 DD4568
 DD4568.The dynamic height is computed by dividing the NAVD 88
 DD4568.geopotential number by the normal gravity value computed on the
 DD4568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4568.degrees latitude (g = 980.6199 gals.).
 DD4568
 DD4568.The modeled gravity was interpolated from observed gravity values.
 DD4568
 DD4568;                    North         East     Units Scale Factor Converg.
 DD4568;SPC SC       -   215,170.539   813,480.770   MT  0.99979474   +1 13 13.2
 DD4568;SPC SC       -   705,940.09  2,668,900.16   iFT  0.99979474   +1 13 13.2
 DD4568;UTM  17      - 3,737,062.304   703,875.809   MT  1.00011244   +1 13 24.4
 DD4568
 DD4568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4568!SPC SC       -   1.00000511  x   0.99979474  =   0.99979985
 DD4568!UTM  17      -   1.00000511  x   1.00011244  =   1.00011756
 DD4568
 DD4568                          SUPERSEDED SURVEY CONTROL
 DD4568
 DD4568  NAD 83(1995)-  33 45 14.56823(N)    078 47 55.81823(W) AD(       ) 2
 DD4568  ELLIP H (12/20/99)  -32.59   (m)                       GP(       ) 4 1
 DD4568  NAD 83(1986)-  33 45 14.57662(N)    078 47 55.82400(W) AD(       ) 2
 DD4568  NGVD 29 (05/09/91)    2.539  (m)            8.33   (f) ADJUSTED    3 0
 DD4568
 DD4568.Superseded values are not recommended for survey control.
 DD4568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4568.See file dsdata.txt to determine how the superseded data were derived.
 DD4568
 DD4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0387637062(NAD 83)
 DD4568_MARKER: DD = SURVEY DISK
 DD4568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4568_SP_SET: ALUMINUM ALLOY ROD
 DD4568_STAMPING: 5505 B 1990
 DD4568_MARK LOGO: SCCC  
 DD4568_PROJECTION: PROJECTING 15 CENTIMETERS
 DD4568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4568+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 DD4568_ROD/PIPE-DEPTH: 6.9  meters
 DD4568
 DD4568  HISTORY     - Date     Condition        Report By
 DD4568  HISTORY     - 1990     MONUMENTED       NGS
 DD4568  HISTORY     - 19970715 GOOD             SCGS
 DD4568
 DD4568                          STATION DESCRIPTION
 DD4568
 DD4568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4568'TO REACH THE STATION FROM THE NORTHERN INTERSECTION OF U.S. 17
 DD4568'BUSINESS AND SC HIGHWAY 73 (OCEAN BLVD), GO SOUTHWEST ON HIGHWAY 73
 DD4568'FOR 1.20 KM (0.75 MI) TO THE INTERSECTION OF 82ND AVE. NORTH ON THE
 DD4568'LEFT, TURN LEFT AND GO 0.24 KM (0.15 MI) TO A BEACH ACCESS ROAD,
 DD4568'CONTINUE DOWN THE BEACH ACCESS ROAD TO THE ATLANTIC OCEAN.  TURN LEFT
 DD4568'AND GO NORTHEAST ALONG OCEAN FOR 1.44 KM (0.89 MI) TO A LOW SPOT ON
 DD4568'THE DUNE, TURN LEFT AND CROSS DUNE, TURN LEFT AND GO SOUTHWEST FOR
 DD4568'0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT NEAR THE TREE LINE.
 DD4568'THE STATION IS LOCATED 68.9 M (226.0 FT) NORTHWEST OF THE TOP OF THE
 DD4568'DUNE, 8.5 M (27.9 FT) NORTHEAST OF A BUSH, 4.2 M (13.8 FT)
 DD4568'EAST-NORTHEAST OF THE CENTERLINE OF A SAND FOOT PATH, 2.3 M (7.5 FT)
 DD4568'EAST-SOUTHEAST OF A SMALL CEDAR BUSH AND 0.25 M (0.82 FT) SOUTHWEST OF
 DD4568'A FIBERGLASS WITNESS POST.
 DD4568
 DD4568                          STATION RECOVERY (1997)
 DD4568
 DD4568'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4568'STATION IS LOCATED 6.45 MILES (10.38 KM) NORTHEAST OF MYRTLE BEACH,
 DD4568'15.4 MILES (24.8 KM) EAST SOUTHEAST OF CONWAY, OWNERSHIP-BURROUGHS AND
 DD4568'CHAPIN.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 DD4568'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (KINGS HIGHWAY) ,
 DD4568'6.8 MILES (10.9 KM) NORTHEAST OF MYRTLE BEACH, GO SOUTHWEST ON HIGHWAY
 DD4568'17 BUSINESS FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE HIGHWAY
 DD4568'73 (OCEAN BOULEVARD) , TURN LEFT ON HIGHWAY 73 FOR 0.4 MILE (0.6 KM)
 DD4568'TO THE JUNCTION OF STATE ROAD 197 (OCEAN BOULEVARD) , TURN LEFT ON
 DD4568'ROAD 197 FOR 0.4 MILE (0.6 KM) TO AN ENTRANCE DRIVE RIGHT FOR
 DD4568'ADDRESSES 8730-8834, TURN RIGHT ON ENTRANCE DRIVE FOR 0.05 MILE (0.08
 DD4568'KM) TO A TRACK ROAD LEFT, TURN LEFT ON TRACK ROAD FOR 0.05 MILE (0.08
 DD4568'KM) TO THE STATION ON THE LEFT NEAR A FOOT PATH LEADING NORTHWEST.
 DD4568'STATION IS A DISK ATTACHED TO AN ALUMINUM ALLOY ROD RECESSED 0.2 FOOT
 DD4568'(6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE TRACK ROAD, 22.0 FEET (6.7
 DD4568'M) NORTH OF THE CENTER OF A TRACK ROAD, 12.5 FEET (3.8 M) NORTHEAST OF
 DD4568'THE PATH LEADING NORTHWEST INTO BUSHES, 56.8 FEET (17.3 M) NORTHEAST
 DD4568'OF A MANHOLE COVER, 40.8 FEET (12.4 M) NORTH NORTHWEST OF A SIX INCH
 DD4568'PVC PIPE SET IN CONCRETE, 1.3 FEET (0.4 M) SOUTHWEST OF A WITNESS
 DD4568'POST.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3546 ***********************************************************************
 DD3546  DESIGNATION -  5510
 DD3546  PID         -  DD3546
 DD3546  STATE/COUNTY-  SC/HORRY
 DD3546  USGS QUAD   -  HAND (1984)
 DD3546
 DD3546                         *CURRENT SURVEY CONTROL
 DD3546  ___________________________________________________________________
 DD3546* NAD 83(2001)-  33 45 24.87116(N)    078 47 34.45976(W)     ADJUSTED  
 DD3546* NAVD 88     -         2.88   (+/-2cm)       9.4    (feet)  VERTCON   
 DD3546  ___________________________________________________________________
 DD3546  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DD3546  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DD3546
 DD3546  HORZ ORDER  -  SECOND
 DD3546  VERT ORDER  -  THIRD ? (See Below)
 DD3546
 DD3546.The horizontal coordinates were established by classical geodetic methods
 DD3546.and adjusted by the National Geodetic Survey in March 2004..
 DD3546
 DD3546.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3546.The vertical order pertains to the NGVD 29 superseded value.
 DD3546
 DD3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3546
 DD3546.The geoid height was determined by GEOID03.
 DD3546
 DD3546;                    North         East     Units Scale Factor Converg.
 DD3546;SPC SC       -   215,499.567   814,023.449   MT  0.99979482   +1 13 25.0
 DD3546;SPC SC       -   707,019.58  2,670,680.61   iFT  0.99979482   +1 13 25.0
 DD3546;UTM  17      - 3,737,391.468   704,418.643   MT  1.00011517   +1 13 36.6
 DD3546
 DD3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3546!SPC SC       -   1.00000501  x   0.99979482  =   0.99979983
 DD3546!UTM  17      -   1.00000501  x   1.00011517  =   1.00012018
 DD3546
 DD3546                          SUPERSEDED SURVEY CONTROL
 DD3546
 DD3546  NAD 83(1986)-  33 45 24.87970(N)    078 47 34.46570(W) AD(       ) 2
 DD3546  NAD 83(1986)-  33 45 24.88169(N)    078 47 34.46758(W) AD(       ) 3
 DD3546  NGVD 29 (11/30/89)    3.20   (m)           10.5    (f) LEVELING    3  
 DD3546
 DD3546.Superseded values are not recommended for survey control.
 DD3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3546.See file dsdata.txt to determine how the superseded data were derived.
 DD3546
 DD3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0441937391(NAD 83)
 DD3546_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3546_SETTING: 0 = UNSPECIFIED SETTING
 DD3546_STAMPING: 5510 1987
 DD3546_MARK LOGO: SCCC  
 DD3546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3546+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3546
 DD3546  HISTORY     - Date     Condition        Report By
 DD3546  HISTORY     - 1987     MONUMENTED       SCCC
 DD3546
 DD3546                          STATION DESCRIPTION
 DD3546
 DD3546'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3546'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND LAKE
 DD3546'ARROWHEAD ROAD (S-26-469), CONTINUE SOUTHEAST FOR (1.15 MI) TO A CURVE
 DD3546'NORTHWEST AND SOUTHWEST, CONTINUE SOUTHEAST ALONG THE DIRT PUBLIC
 DD3546'BEACH ACCESS, CONTINUE SOUTHWEST ALONG THE BEACH FOR (0.65 MI) TO THE
 DD3546'STATION ON THE RIGHT LOCATED ON THE OCEAN SIDE OF THE BUILDING (SANDS
 DD3546'BEACH CLUB).
 DD3546'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3546'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3546'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (23.2 FT) SOUTH
 DD3546'SOUTHWEST FROM THE SOUTH CORNER OF THE BUILDING (SANDS BEACH CLUB),
 DD3546'(6.8 FT) NORTH NORTHWEST FROM THE CORNER OF THE CONCRETE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4567 ***********************************************************************
 DD4567  DESIGNATION -  5510 B
 DD4567  PID         -  DD4567
 DD4567  STATE/COUNTY-  SC/HORRY
 DD4567  USGS QUAD   -  HAND (1984)
 DD4567
 DD4567                         *CURRENT SURVEY CONTROL
 DD4567  ___________________________________________________________________
 DD4567* NAD 83(2001)-  33 45 26.92161(N)    078 47 36.45172(W)     ADJUSTED  
 DD4567* NAVD 88     -         1.650  (meters)       5.41   (feet)  ADJUSTED  
 DD4567  ___________________________________________________________________
 DD4567  X           -   1,031,634.323 (meters)                     COMP
 DD4567  Y           -  -5,207,014.033 (meters)                     COMP
 DD4567  Z           -   3,524,094.785 (meters)                     COMP
 DD4567  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DD4567  ELLIP HEIGHT-         -33.17  (meters)          (03/27/03) GPS OBS
 DD4567  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DD4567  DYNAMIC HT  -           1.648 (meters)       5.41  (feet)  COMP
 DD4567  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 DD4567
 DD4567  HORZ ORDER  -  SECOND
 DD4567  VERT ORDER  -  THIRD
 DD4567  ELLP ORDER  -  FOURTH    CLASS II
 DD4567
 DD4567.The horizontal coordinates were established by GPS observations
 DD4567.and adjusted by the National Geodetic Survey in March 2003..
 DD4567
 DD4567.The orthometric height was determined by differential leveling
 DD4567.and adjusted by the National Geodetic Survey in April 1995..
 DD4567
 DD4567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4567
 DD4567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4567
 DD4567.The ellipsoidal height was determined by GPS observations
 DD4567.and is referenced to NAD 83.
 DD4567
 DD4567.The geoid height was determined by GEOID03.
 DD4567
 DD4567.The dynamic height is computed by dividing the NAVD 88
 DD4567.geopotential number by the normal gravity value computed on the
 DD4567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4567.degrees latitude (g = 980.6199 gals.).
 DD4567
 DD4567.The modeled gravity was interpolated from observed gravity values.
 DD4567
 DD4567;                    North         East     Units Scale Factor Converg.
 DD4567;SPC SC       -   215,561.621   813,970.859   MT  0.99979483   +1 13 23.9
 DD4567;SPC SC       -   707,223.17  2,670,508.07   iFT  0.99979483   +1 13 23.9
 DD4567;UTM  17      - 3,737,453.538   704,366.032   MT  1.00011491   +1 13 35.6
 DD4567
 DD4567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4567!SPC SC       -   1.00000521  x   0.99979483  =   0.99980004
 DD4567!UTM  17      -   1.00000521  x   1.00011491  =   1.00012012
 DD4567
 DD4567|---------------------------------------------------------------------|
 DD4567| PID    Reference Object                     Distance      Geod. Az  |
 DD4567|                                                           dddmmss.s |
 DD4567| DD4566 5513 B                              194.537 METERS 04618     |
 DD4567| DD4565 5515 A                              APPROX. 0.5 KM 0500718.5 |
 DD4567|---------------------------------------------------------------------|
 DD4567
 DD4567                          SUPERSEDED SURVEY CONTROL
 DD4567
 DD4567  NAD 83(1995)-  33 45 26.92182(N)    078 47 36.45133(W) AD(       ) 2
 DD4567  ELLIP H (12/20/99)  -33.18   (m)                       GP(       ) 4 1
 DD4567  NAD 83(1986)-  33 45 26.93027(N)    078 47 36.45709(W) AD(       ) 2
 DD4567  NGVD 29 (05/09/91)    1.961  (m)            6.43   (f) ADJUSTED    3 0
 DD4567
 DD4567.Superseded values are not recommended for survey control.
 DD4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4567.See file dsdata.txt to determine how the superseded data were derived.
 DD4567
 DD4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0436637454(NAD 83)
 DD4567_MARKER: DD = SURVEY DISK
 DD4567_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4567_SP_SET: ALUMINUM ALLOY ROD
 DD4567_STAMPING: 5510 B 1990
 DD4567_MARK LOGO: SCCC  
 DD4567_PROJECTION: FLUSH
 DD4567_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4567+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4567_ROD/PIPE-DEPTH: 4.30 meters
 DD4567
 DD4567  HISTORY     - Date     Condition        Report By
 DD4567  HISTORY     - 1990     MONUMENTED       NGS
 DD4567
 DD4567                          STATION DESCRIPTION
 DD4567
 DD4567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4567'THE STATION IS IN LAKE ARROWHEAD ON PRIVATE PROPERTY.
 DD4567'OWNERSHIP--NOBLE COMPANY, MANAGER SCOTT HARMON, PHONE 803-449-6625.
 DD4567'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 DD4567'LAKE ARROWHEAD ROAD (S-26-469), NORTHWEST OF LAKE ARROWHEAD, GO
 DD4567'SOUTHEAST FOR 1.92 KM (1.19 MI) TO SHORE DRIVE ON THE RIGHT.  TURN
 DD4567'RIGHT AND FOLLOW SHORE DRIVE FOR 1.04 KM (0.65 MI) TO THE ENTRANCE TO
 DD4567'SANDS BEACH CLUB RESORT.  FOLLOW MAIN ENTRANCE ROAD THRU PARKING LOT
 DD4567'FOR 0.08 KM (0.05 MI) , TURN RIGHT ON LANE BETWEEN BUILDINGS FOR
 DD4567'ABOUT 30.0 M (98.4 FT) TO THE STATION ON THE RIGHT.
 DD4567'THE STATION IS LOCATED 10.3 M (33.8 FT) NORTH-NORTHWEST FROM
 DD4567'NORTHWEST CORNER OF POOL DECK, 4.6 M (15.1 FT) SOUTHWEST FROM
 DD4567'SOUTHWEST CORNER OF A 5 STORY BUILDING AND 1.0 M (3.3 FT)
 DD4567'WEST-SOUTHWEST FROM NORTHWEST CORNER OF CONCRETE SEA WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4566 ***********************************************************************
 DD4566  DESIGNATION -  5513 B
 DD4566  PID         -  DD4566
 DD4566  STATE/COUNTY-  SC/HORRY
 DD4566  USGS QUAD   -  HAND (1984)
 DD4566
 DD4566                         *CURRENT SURVEY CONTROL
 DD4566  ___________________________________________________________________
 DD4566* NAD 83(2001)-  33 45 31.28389(N)    078 47 30.98669(W)     ADJUSTED  
 DD4566* NAVD 88     -         1.633  (meters)       5.36   (feet)  ADJUSTED  
 DD4566  ___________________________________________________________________
 DD4566  X           -   1,031,757.764 (meters)                     COMP
 DD4566  Y           -  -5,206,913.420 (meters)                     COMP
 DD4566  Z           -   3,524,206.516 (meters)                     COMP
 DD4566  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DD4566  ELLIP HEIGHT-         -33.19  (meters)          (03/27/03) GPS OBS
 DD4566  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DD4566  DYNAMIC HT  -           1.631 (meters)       5.35  (feet)  COMP
 DD4566  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 DD4566
 DD4566  HORZ ORDER  -  SECOND
 DD4566  VERT ORDER  -  THIRD
 DD4566  ELLP ORDER  -  FOURTH    CLASS II
 DD4566
 DD4566.The horizontal coordinates were established by GPS observations
 DD4566.and adjusted by the National Geodetic Survey in March 2003..
 DD4566
 DD4566.The orthometric height was determined by differential leveling
 DD4566.and adjusted by the National Geodetic Survey in April 1995..
 DD4566
 DD4566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4566
 DD4566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4566
 DD4566.The ellipsoidal height was determined by GPS observations
 DD4566.and is referenced to NAD 83.
 DD4566
 DD4566.The geoid height was determined by GEOID03.
 DD4566
 DD4566.The dynamic height is computed by dividing the NAVD 88
 DD4566.geopotential number by the normal gravity value computed on the
 DD4566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4566.degrees latitude (g = 980.6199 gals.).
 DD4566
 DD4566.The modeled gravity was interpolated from observed gravity values.
 DD4566
 DD4566;                    North         East     Units Scale Factor Converg.
 DD4566;SPC SC       -   215,698.970   814,108.570   MT  0.99979487   +1 13 26.9
 DD4566;SPC SC       -   707,673.79  2,670,959.88   iFT  0.99979487   +1 13 26.9
 DD4566;UTM  17      - 3,737,590.939   704,503.780   MT  1.00011560   +1 13 38.8
 DD4566
 DD4566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4566!SPC SC       -   1.00000521  x   0.99979487  =   0.99980008
 DD4566!UTM  17      -   1.00000521  x   1.00011560  =   1.00012081
 DD4566
 DD4566|---------------------------------------------------------------------|
 DD4566| PID    Reference Object                     Distance      Geod. Az  |
 DD4566|                                                           dddmmss.s |
 DD4566| DD4565 5515 A                              318.209 METERS 05228     |
 DD4566| DD4567 5510 B                              194.537 METERS 22618     |
 DD4566|---------------------------------------------------------------------|
 DD4566
 DD4566                          SUPERSEDED SURVEY CONTROL
 DD4566
 DD4566  NAD 83(1995)-  33 45 31.28411(N)    078 47 30.98628(W) AD(       ) 2
 DD4566  ELLIP H (12/20/99)  -33.20   (m)                       GP(       ) 4 1
 DD4566  NAD 83(1986)-  33 45 31.29259(N)    078 47 30.99214(W) AD(       ) 2
 DD4566  NGVD 29 (05/09/91)    1.944  (m)            6.38   (f) ADJUSTED    3 0
 DD4566
 DD4566.Superseded values are not recommended for survey control.
 DD4566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4566.See file dsdata.txt to determine how the superseded data were derived.
 DD4566
 DD4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0450437591(NAD 83)
 DD4566_MARKER: DD = SURVEY DISK
 DD4566_SETTING: 0 = UNSPECIFIED SETTING
 DD4566_STAMPING: 5513 B 1990
 DD4566_MARK LOGO: SCCC  
 DD4566_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4566+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4566
 DD4566  HISTORY     - Date     Condition        Report By
 DD4566  HISTORY     - 1990     MONUMENTED       NGS
 DD4566
 DD4566                          STATION DESCRIPTION
 DD4566
 DD4566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4566'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 DD4566'LAKE ARROWHEAD ROAD (S-26-469), JUST NORTHWEST OF LAKE ARROWHEAD, GO
 DD4566'SOUTHEAST ON LAKE ARROWHEAD ROAD FOR 1.92 KM (1.19 MI) TO SHORE
 DD4566'DRIVE. TURN RIGHT ON SHORE DRIVE FOR 0.80 KM (0.50 MI) TO THE STATION
 DD4566'ON THE LEFT NEAR SOUTHWEST CURB TO ENTRANCE OF THE BRIGADUNE TOWERS
 DD4566'CONDO.
 DD4566'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4566'SC 29202, PHONE 803-737-1314.
 DD4566'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4566'PREFABRICATED MONUMENT.  LOCATED 6.35 M (20.83 FT) EAST-SOUTHEAST OF
 DD4566'THE CENTER OF SHORE DRIVE, 3.42 M (11.22 FT) SOUTHWEST OF CENTER OF
 DD4566'THE ENTRANCE ROAD, 1.65 M (5.41 FT) WEST-NORTHWEST OF THE SOUTHWEST
 DD4566'ENTRANCE GATE POST AND 0.34 M (1.12 FT) SOUTHWEST FROM THE SOUTHWEST
 DD4566'CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3547 ***********************************************************************
 DD3547  DESIGNATION -  5515
 DD3547  PID         -  DD3547
 DD3547  STATE/COUNTY-  SC/HORRY
 DD3547  USGS QUAD   -  HAND (1984)
 DD3547
 DD3547                         *CURRENT SURVEY CONTROL
 DD3547  ___________________________________________________________________
 DD3547* NAD 83(2001)-  33 45 34.78313(N)    078 47 18.93955(W)     ADJUSTED  
 DD3547* NAVD 88     -         2.84   (+/-2cm)       9.3    (feet)  VERTCON   
 DD3547  ___________________________________________________________________
 DD3547  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 DD3547  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 DD3547
 DD3547  HORZ ORDER  -  SECOND
 DD3547  VERT ORDER  -  THIRD ? (See Below)
 DD3547
 DD3547.The horizontal coordinates were established by classical geodetic methods
 DD3547.and adjusted by the National Geodetic Survey in March 2004..
 DD3547
 DD3547.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3547.The vertical order pertains to the NGVD 29 superseded value.
 DD3547
 DD3547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3547
 DD3547.The geoid height was determined by GEOID03.
 DD3547
 DD3547;                    North         East     Units Scale Factor Converg.
 DD3547;SPC SC       -   215,813.364   814,416.160   MT  0.99979489   +1 13 33.6
 DD3547;SPC SC       -   708,049.09  2,671,969.03   iFT  0.99979489   +1 13 33.6
 DD3547;UTM  17      - 3,737,705.388   704,811.462   MT  1.00011715   +1 13 45.6
 DD3547
 DD3547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3547!SPC SC       -   1.00000502  x   0.99979489  =   0.99979991
 DD3547!UTM  17      -   1.00000502  x   1.00011715  =   1.00012217
 DD3547
 DD3547                          SUPERSEDED SURVEY CONTROL
 DD3547
 DD3547  NAD 83(1986)-  33 45 34.79170(N)    078 47 18.94558(W) AD(       ) 2
 DD3547  NAD 83(1986)-  33 45 34.79421(N)    078 47 18.94783(W) AD(       ) 3
 DD3547  NGVD 29 (11/30/89)    3.16   (m)           10.4    (f) LEVELING    3  
 DD3547
 DD3547.Superseded values are not recommended for survey control.
 DD3547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3547.See file dsdata.txt to determine how the superseded data were derived.
 DD3547
 DD3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0481137705(NAD 83)
 DD3547_MARKER: DD = SURVEY DISK
 DD3547_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3547_SP_SET: POOL DECK
 DD3547_STAMPING: 5515 1987
 DD3547_MARK LOGO: SCCC  
 DD3547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3547+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3547
 DD3547  HISTORY     - Date     Condition        Report By
 DD3547  HISTORY     - 1987     MONUMENTED       SCCC
 DD3547
 DD3547                          STATION DESCRIPTION
 DD3547
 DD3547'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3547'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND LAKE
 DD3547'ARROWHEAD ROAD (S-26-469), CONTINUE SOUTHEAST FOR (1.15 MI) TO A CURVE
 DD3547'NORTHWEST AND SOUTHWEST, CONTINUE SOUTHEAST ALONG THE DIRT PUBLIC
 DD3547'BEACH ACCESS, CONTINUE SOUTHWEST ALONG THE BEACH FOR (0.35 MI) TO THE
 DD3547'STATION ON THE RIGHT LOCATED ON THE OCEAN SIDE OF THE BUILDING (A
 DD3547'PLACE AT THE BEACH I).
 DD3547'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN THE CONCRETE
 DD3547'POOL DECK, (58.7 FT) WEST SOUTHWEST FROM THE EAST CORNER OF THE
 DD3547'CONCRETE POOL DECK, (8.3 FT) NORTH NORTHEAST FROM THE SOUTH CORNER OF
 DD3547'THE CONCRETE POOL DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4565 ***********************************************************************
 DD4565  DESIGNATION -  5515 A
 DD4565  PID         -  DD4565
 DD4565  STATE/COUNTY-  SC/HORRY
 DD4565  USGS QUAD   -  HAND (1984)
 DD4565
 DD4565                         *CURRENT SURVEY CONTROL
 DD4565  ___________________________________________________________________
 DD4565* NAD 83(2001)-  33 45 37.57691(N)    078 47 21.18215(W)     ADJUSTED  
 DD4565* NAVD 88     -         2.925  (meters)       9.60   (feet)  ADJUSTED  
 DD4565  ___________________________________________________________________
 DD4565  X           -   1,031,984.527 (meters)                     COMP
 DD4565  Y           -  -5,206,759.732 (meters)                     COMP
 DD4565  Z           -   3,524,368.429 (meters)                     COMP
 DD4565  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DD4565  ELLIP HEIGHT-         -31.90  (meters)          (03/27/03) GPS OBS
 DD4565  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 DD4565  DYNAMIC HT  -           2.922 (meters)       9.59  (feet)  COMP
 DD4565  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 DD4565
 DD4565  HORZ ORDER  -  SECOND
 DD4565  VERT ORDER  -  THIRD
 DD4565  ELLP ORDER  -  FOURTH    CLASS II
 DD4565
 DD4565.The horizontal coordinates were established by GPS observations
 DD4565.and adjusted by the National Geodetic Survey in March 2003..
 DD4565
 DD4565.The orthometric height was determined by differential leveling
 DD4565.and adjusted by the National Geodetic Survey in April 1995..
 DD4565
 DD4565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4565
 DD4565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4565
 DD4565.The ellipsoidal height was determined by GPS observations
 DD4565.and is referenced to NAD 83.
 DD4565
 DD4565.The geoid height was determined by GEOID03.
 DD4565
 DD4565.The dynamic height is computed by dividing the NAVD 88
 DD4565.geopotential number by the normal gravity value computed on the
 DD4565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4565.degrees latitude (g = 980.6199 gals.).
 DD4565
 DD4565.The modeled gravity was interpolated from observed gravity values.
 DD4565
 DD4565;                    North         East     Units Scale Factor Converg.
 DD4565;SPC SC       -   215,898.170   814,356.632   MT  0.99979491   +1 13 32.4
 DD4565;SPC SC       -   708,327.33  2,671,773.73   iFT  0.99979491   +1 13 32.4
 DD4565;UTM  17      - 3,737,790.218   704,751.910   MT  1.00011685   +1 13 44.4
 DD4565
 DD4565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4565!SPC SC       -   1.00000501  x   0.99979491  =   0.99979992
 DD4565!UTM  17      -   1.00000501  x   1.00011685  =   1.00012186
 DD4565
 DD4565:                Primary Azimuth Mark                     Grid Az
 DD4565:SPC SC       -  5510 B                                   228 53 54.6
 DD4565:UTM  17      -  5510 B                                   228 53 42.6
 DD4565
 DD4565|---------------------------------------------------------------------|
 DD4565| PID    Reference Object                     Distance      Geod. Az  |
 DD4565|                                                           dddmmss.s |
 DD4565| DD4567 5510 B                              APPROX. 0.5 KM 2300727.0 |
 DD4565| DD4566 5513 B                              318.209 METERS 23228     |
 DD4565|---------------------------------------------------------------------|
 DD4565
 DD4565                          SUPERSEDED SURVEY CONTROL
 DD4565
 DD4565  NAD 83(1995)-  33 45 37.57714(N)    078 47 21.18173(W) AD(       ) 2
 DD4565  ELLIP H (12/20/99)  -31.91   (m)                       GP(       ) 4 1
 DD4565  NAD 83(1986)-  33 45 37.58562(N)    078 47 21.18760(W) AD(       ) 2
 DD4565  NGVD 29 (05/09/91)    3.236  (m)           10.62   (f) ADJUSTED    3 0
 DD4565
 DD4565.Superseded values are not recommended for survey control.
 DD4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4565.See file dsdata.txt to determine how the superseded data were derived.
 DD4565
 DD4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0475237790(NAD 83)
 DD4565_MARKER: DD = SURVEY DISK
 DD4565_SETTING: 0 = UNSPECIFIED SETTING
 DD4565_STAMPING: 5515 A 1988
 DD4565_MARK LOGO: SCCC  
 DD4565_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4565+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD4565
 DD4565  HISTORY     - Date     Condition        Report By
 DD4565  HISTORY     - 1988     MONUMENTED       SCCC
 DD4565  HISTORY     - 19900918 GOOD             NGS
 DD4565  HISTORY     - 19970715 MARK NOT FOUND   SCGS
 DD4565
 DD4565                          STATION DESCRIPTION
 DD4565
 DD4565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND LAKE
 DD4565'ARROWHEAD ROAD (S-26-469) IN CHESTNUT HILL, GO SOUTHEAST ON LAKE
 DD4565'ARROWHEAD ROAD FOR 1.8 KM (1.1 MI) TO A CURVE AND STREET SIGNS FOR
 DD4565'LAKE ARROWHEAD ROAD AND SHORE DRIVE, KEEP RIGHT ON SHORE DRIVE FOR
 DD4565'0.6 KM (0.4 MI) TO THE STATION ON THE LEFT AT THE NORTHWEST END OF A
 DD4565'PARKING LOT FOR THE A PLACE AT THE BEACH CONDOS.
 DD4565'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4565'SC 29202, PHONE 803-737-1314.
 DD4565'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD4565'PREFABRICATED POST.  LOCATED 9.8 M (32.2 FT) EAST NORTHEAST FROM A
 DD4565'DRIVEWAY CENTER LEADING TO CONDOS, 8.8 M (28.9 FT) WEST-NORTHWEST
 DD4565'FROM A PALM TREE, 6.4 M (21.0 FT) SOUTHEAST FROM CENTER OF SHORE
 DD4565'DRIVE AND 0.35 M (1.15 FT) NORTHWEST FROM A WITNESS POST.
 DD4565
 DD4565                          STATION RECOVERY (1997)
 DD4565
 DD4565'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4565'NOT RECOVERED, INSUFFICIENT AND INADEQUATE REFERENCES, SEARCHED 10
 DD4565'MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3548 ***********************************************************************
 DD3548  DESIGNATION -  5520
 DD3548  PID         -  DD3548
 DD3548  STATE/COUNTY-  SC/HORRY
 DD3548  USGS QUAD   -  HAND (1984)
 DD3548
 DD3548                         *CURRENT SURVEY CONTROL
 DD3548  ___________________________________________________________________
 DD3548* NAD 83(2001)-  33 45 50.62372(N)    078 46 54.95051(W)     ADJUSTED  
 DD3548* NAVD 88     -         3.93   (+/-2cm)      12.9    (feet)  VERTCON   
 DD3548  ___________________________________________________________________
 DD3548  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 DD3548  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DD3548
 DD3548  HORZ ORDER  -  SECOND
 DD3548  VERT ORDER  -  THIRD ? (See Below)
 DD3548
 DD3548.The horizontal coordinates were established by classical geodetic methods
 DD3548.and adjusted by the National Geodetic Survey in March 2004..
 DD3548
 DD3548.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3548.The vertical order pertains to the NGVD 29 superseded value.
 DD3548
 DD3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3548
 DD3548.The geoid height was determined by GEOID03.
 DD3548
 DD3548;                    North         East     Units Scale Factor Converg.
 DD3548;SPC SC       -   216,314.435   815,022.765   MT  0.99979502   +1 13 46.9
 DD3548;SPC SC       -   709,693.03  2,673,959.20   iFT  0.99979502   +1 13 46.9
 DD3548;UTM  17      - 3,738,206.657   705,418.234   MT  1.00012022   +1 13 59.4
 DD3548
 DD3548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3548!SPC SC       -   1.00000485  x   0.99979502  =   0.99979987
 DD3548!UTM  17      -   1.00000485  x   1.00012022  =   1.00012507
 DD3548
 DD3548                          SUPERSEDED SURVEY CONTROL
 DD3548
 DD3548  NAD 83(1986)-  33 45 50.63235(N)    078 46 54.95669(W) AD(       ) 2
 DD3548  NAD 83(1986)-  33 45 50.63569(N)    078 46 54.95963(W) AD(       ) 3
 DD3548  NGVD 29 (11/30/89)    4.25   (m)           13.9    (f) LEVELING    3  
 DD3548
 DD3548.Superseded values are not recommended for survey control.
 DD3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3548.See file dsdata.txt to determine how the superseded data were derived.
 DD3548
 DD3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0541838207(NAD 83)
 DD3548_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3548_SETTING: 0 = UNSPECIFIED SETTING
 DD3548_STAMPING: 5520 1987
 DD3548_MARK LOGO: SCCC  
 DD3548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3548+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3548
 DD3548  HISTORY     - Date     Condition        Report By
 DD3548  HISTORY     - 1987     MONUMENTED       SCCC
 DD3548  HISTORY     - 19970715 MARK NOT FOUND   SCGS
 DD3548
 DD3548                          STATION DESCRIPTION
 DD3548
 DD3548'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3548'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND LAKE
 DD3548'ARROWHEAD ROAD (S-26-469), CONTINUE SOUTHEAST FOR (1.15 MI) TO A CURVE
 DD3548'NORTHWEST AND SOUTHWEST, CONTINUE SOUTHEAST ALONG THE DIRT PUBLIC
 DD3548'BEACH ACCESS, CONTINUE NORTHEAST ALONG THE BEACH FOR (0.15 MI) TO THE
 DD3548'STATION ON THE LEFT LOCATED ON TOP OF THE PRIMARY DUNE IN THE APACHE
 DD3548'CAMPGROUND.
 DD3548'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3548'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3548'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (62.8 FT) EAST
 DD3548'SOUTHEAST FROM THE EAST CORNER OF THE PAVILION, (5.5 FT) SOUTHEAST
 DD3548'FROM THE SOUTH CORNER OF THE CONCRETE BLOCK RETAINING WALL AROUND THE
 DD3548'PUTT-PUTT GOLF COURSE.
 DD3548
 DD3548                          STATION RECOVERY (1997)
 DD3548
 DD3548'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3548'NOT RECOVERED, INSUFFICIENT AND INADEQUATE REFERENCES, SEARCHED 10
 DD3548'MINUTES.  RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4564 ***********************************************************************
 DD4564  DESIGNATION -  5520 B
 DD4564  PID         -  DD4564
 DD4564  STATE/COUNTY-  SC/HORRY
 DD4564  USGS QUAD   -  HAND (1984)
 DD4564
 DD4564                         *CURRENT SURVEY CONTROL
 DD4564  ___________________________________________________________________
 DD4564* NAD 83(2001)-  33 45 53.54833(N)    078 46 56.37572(W)     ADJUSTED  
 DD4564* NAVD 88     -         3.067  (meters)      10.06   (feet)  ADJUSTED  
 DD4564  ___________________________________________________________________
 DD4564  X           -   1,032,557.530 (meters)                     COMP
 DD4564  Y           -  -5,206,367.435 (meters)                     COMP
 DD4564  Z           -   3,524,777.595 (meters)                     COMP
 DD4564  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DD4564  ELLIP HEIGHT-         -31.77  (meters)          (03/27/03) GPS OBS
 DD4564  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DD4564  DYNAMIC HT  -           3.063 (meters)      10.05  (feet)  COMP
 DD4564  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 DD4564
 DD4564  HORZ ORDER  -  SECOND
 DD4564  VERT ORDER  -  THIRD
 DD4564  ELLP ORDER  -  FOURTH    CLASS II
 DD4564
 DD4564.The horizontal coordinates were established by GPS observations
 DD4564.and adjusted by the National Geodetic Survey in March 2003..
 DD4564
 DD4564.The orthometric height was determined by differential leveling
 DD4564.and adjusted by the National Geodetic Survey in April 1995..
 DD4564
 DD4564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4564
 DD4564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4564
 DD4564.The ellipsoidal height was determined by GPS observations
 DD4564.and is referenced to NAD 83.
 DD4564
 DD4564.The geoid height was determined by GEOID03.
 DD4564
 DD4564.The dynamic height is computed by dividing the NAVD 88
 DD4564.geopotential number by the normal gravity value computed on the
 DD4564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4564.degrees latitude (g = 980.6199 gals.).
 DD4564
 DD4564.The modeled gravity was interpolated from observed gravity values.
 DD4564
 DD4564;                    North         East     Units Scale Factor Converg.
 DD4564;SPC SC       -   216,403.718   814,984.173   MT  0.99979504   +1 13 46.1
 DD4564;SPC SC       -   709,985.95  2,673,832.59   iFT  0.99979504   +1 13 46.1
 DD4564;UTM  17      - 3,738,295.967   705,379.624   MT  1.00012003   +1 13 58.7
 DD4564
 DD4564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4564!SPC SC       -   1.00000499  x   0.99979504  =   0.99980003
 DD4564!UTM  17      -   1.00000499  x   1.00012003  =   1.00012502
 DD4564
 DD4564:                Primary Azimuth Mark                     Grid Az
 DD4564:SPC SC       -  5530 B                                   049 08 02.7
 DD4564:UTM  17      -  5530 B                                   049 07 50.1
 DD4564
 DD4564|---------------------------------------------------------------------|
 DD4564| PID    Reference Object                     Distance      Geod. Az  |
 DD4564|                                                           dddmmss.s |
 DD4564| DD4563 5530 B                              APPROX. 0.5 KM 0502148.8 |
 DD4564|---------------------------------------------------------------------|
 DD4564
 DD4564                          SUPERSEDED SURVEY CONTROL
 DD4564
 DD4564  NAD 83(1995)-  33 45 53.54854(N)    078 46 56.37531(W) AD(       ) 2
 DD4564  ELLIP H (12/20/99)  -31.78   (m)                       GP(       ) 4 1
 DD4564  NAD 83(1986)-  33 45 53.55701(N)    078 46 56.38120(W) AD(       ) 2
 DD4564  NGVD 29 (05/09/91)    3.378  (m)           11.08   (f) ADJUSTED    3 0
 DD4564
 DD4564.Superseded values are not recommended for survey control.
 DD4564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4564.See file dsdata.txt to determine how the superseded data were derived.
 DD4564
 DD4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0538038296(NAD 83)
 DD4564_MARKER: P = PIPE CAP
 DD4564_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD4564_STAMPING: 5520 B 1990
 DD4564_MARK LOGO: SCCC  
 DD4564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4564+STABILITY: SURFACE MOTION
 DD4564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4564+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 DD4564
 DD4564  HISTORY     - Date     Condition        Report By
 DD4564  HISTORY     - 1990     MONUMENTED       NGS
 DD4564  HISTORY     - 19970715 GOOD             SCGS
 DD4564
 DD4564                          STATION DESCRIPTION
 DD4564
 DD4564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4564'OWNERSHIP--APACHE FAMILY CAMPGROUND, 9700 KINGS ROAD,
 DD4564'MYRTLE BEACH, SC 29572, PHONE 803-449-7323.
 DD4564'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD4564'BUSINESS AND LAKE ARROWHEAD ROAD, GO SOUTHEAST ON LAKE ARROWHEAD ROAD
 DD4564'(S-26-469) FOR 1.69 KM (1.05 MI) TO THE INTERSECTION OF KINGS ROAD
 DD4564'AND THE ENTRANCE TO APACHE CAMPGROUND ON THE LEFT, GO LEFT, THROUGH
 DD4564'ENTRANCE WAY, FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF MAIN TRAIL,
 DD4564'TURN LEFT AND GO 0.64 KM (0.40 MI) TO THE INTERSECTION OF E ROAD ON
 DD4564'THE LEFT, TURN LEFT AND GO 0.16 KM (0.10 MI) TO THE STATION ON THE
 DD4564'RIGHT NEAR A POWER POLE AND COVERED PICNIC TABLE.
 DD4564'THE STATION IS A STANDARD SCCC BRASS DISK SET ON TOP OF A
 DD4564'PREFABRICATED ALUMINUM PIPE EMBEDDED IN CONCRETE AND SURROUNDED BY A
 DD4564'4-IN PVC PIPE FLUSH WITH THE GROUND.  LOCATED 6.3 M (20.7 FT)
 DD4564'EAST-SOUTHEAST OF THE EAST-SOUTHEAST CORNER OF A CONCRETE CATCH BASIN,
 DD4564'4.7 M (15.4 FT) SOUTH OF THE NORTHWEST CORNER OF A FENCE, 3.7 M
 DD4564'(12.1 FT) NORTHEAST OF THE SOUTHEAST POLE SUPPORTING THE COVER FOR
 DD4564'THE PICNIC AREA, 1.75 M (5.74 FT) SOUTH-SOUTHWEST OF THE FENCE LINE
 DD4564'AND 0.7 M (2.3 FT) NORTH OF A POWER POLE WITH A SECURITY LIGHT.
 DD4564
 DD4564                          STATION RECOVERY (1997)
 DD4564
 DD4564'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4564'STATION IS LOCATED 7.7 MILES (12.4 KM) NORTHEAST OF MYRTLE BEACH, 16.0
 DD4564'MILES (25.7 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP-LARRY JOHNSON,
 DD4564'9700 KINGS ROAD, MYRTLE BEACH, SC 29572, PHONE 803-449-7323.  TO REACH
 DD4564'THE STATION FROM THE OVERPASS JUNCTION OF U.S.  HIGHWAY 17 (MARK
 DD4564'GARNER HIGHWAY) AND 17 BUSINESS ( KINGS HIGHWAY) , 7.15 MILES (11.51
 DD4564'KM) NORTHEAST OF MYRTLE BEACH, GO NORTH NORTHEAST ON HIGHWAY 17
 DD4564'BUSINESS FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 469
 DD4564'(ARROWHEAD LAKE ROAD) , TURN RIGHT ROAD 469 FOR 0.75 MILE (1.21 KM) TO
 DD4564'THE JUNCTION OF STATE ROAD 559 (KINGS ROAD) , TURN LEFT ON 559 FOR 0.1
 DD4564'MILE (0.2 KM) TO THE ENTRANCE TO APACHE CAMPGROUND, TURN RIGHT ON
 DD4564'ENTRANCE ROAD TO APACHE CAMPGROUND FOR 0.05 MILE (0.08 KM) TO A GUARD
 DD4564'BOOTH, CONTINUE AHEAD ON MAIN TRAIL FOR 0.35 MILE (0.56 KM) TO A STOP
 DD4564'SIGN AT (E) ROAD, TURN LEFT ON (E) ROAD FOR 0.1 MILE (0.2 KM) AND THE
 DD4564'STATION ON THE RIGHT NEAR A SECURITY LIGHT POLE.  STATION IS A PIPE
 DD4564'MARK WITH CAP RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH ROAD EAST,
 DD4564'32.8 FEET (10.0 M) SOUTH SOUTHEAST OF THE CENTER OF ROAD (E) , 1.7
 DD4564'FEET (0.5 M) NORTH OF SECURITY POLE, 15.6 FEET (4.8 M) SOUTH OF THE
 DD4564'WEST CORNER OF FENCE, 20.8 FEET (6.3 M) SOUTHEAST OF THE EAST CORNER
 DD4564'OF IRON GRATE OF STORM DRAIN, 59.0 FEET (18.0 M) EAST NORTHEAST OF THE
 DD4564'CENTER OF ROAD (D) , 5.8 FEET (1.8 M) WEST SOUTHWEST OF A WITNESS
 DD4564'POST.  RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3549 ***********************************************************************
 DD3549  DESIGNATION -  5530
 DD3549  PID         -  DD3549
 DD3549  STATE/COUNTY-  SC/HORRY
 DD3549  USGS QUAD   -  HAND (1984)
 DD3549
 DD3549                         *CURRENT SURVEY CONTROL
 DD3549  ___________________________________________________________________
 DD3549* NAD 83(2001)-  33 46 00.34902(N)    078 46 39.04334(W)     ADJUSTED  
 DD3549* NAVD 88     -         3.67   (+/-2cm)      12.0    (feet)  VERTCON   
 DD3549  ___________________________________________________________________
 DD3549  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DD3549  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DD3549
 DD3549  HORZ ORDER  -  SECOND
 DD3549  VERT ORDER  -  THIRD ? (See Below)
 DD3549
 DD3549.The horizontal coordinates were established by classical geodetic methods
 DD3549.and adjusted by the National Geodetic Survey in March 2004..
 DD3549
 DD3549.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3549.The vertical order pertains to the NGVD 29 superseded value.
 DD3549
 DD3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3549
 DD3549.The geoid height was determined by GEOID03.
 DD3549
 DD3549;                    North         East     Units Scale Factor Converg.
 DD3549;SPC SC       -   216,622.738   815,425.487   MT  0.99979510   +1 13 55.7
 DD3549;SPC SC       -   710,704.52  2,675,280.47   iFT  0.99979510   +1 13 55.7
 DD3549;UTM  17      - 3,738,515.086   705,821.068   MT  1.00012227   +1 14 08.6
 DD3549
 DD3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3549!SPC SC       -   1.00000489  x   0.99979510  =   0.99979999
 DD3549!UTM  17      -   1.00000489  x   1.00012227  =   1.00012716
 DD3549
 DD3549                          SUPERSEDED SURVEY CONTROL
 DD3549
 DD3549  NAD 83(1986)-  33 46 00.35767(N)    078 46 39.04962(W) AD(       ) 2
 DD3549  NAD 83(1986)-  33 46 00.36159(N)    078 46 39.05298(W) AD(       ) 3
 DD3549  NGVD 29 (11/30/89)    3.99   (m)           13.1    (f) LEVELING    3  
 DD3549
 DD3549.Superseded values are not recommended for survey control.
 DD3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3549.See file dsdata.txt to determine how the superseded data were derived.
 DD3549
 DD3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0582138515(NAD 83)
 DD3549_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3549_SETTING: 0 = UNSPECIFIED SETTING
 DD3549_STAMPING: 5530 1987
 DD3549_MARK LOGO: SCCC  
 DD3549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3549+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3549
 DD3549  HISTORY     - Date     Condition        Report By
 DD3549  HISTORY     - 1987     MONUMENTED       SCCC
 DD3549  HISTORY     - 19970715 MARK NOT FOUND   SCGS
 DD3549
 DD3549                          STATION DESCRIPTION
 DD3549
 DD3549'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3549'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND LAKE
 DD3549'ARROWHEAD ROAD (S-26-469), CONTINUE SOUTHEAST FOR (1.15 MI) TO A CURVE
 DD3549'NORTHWEST AND SOUTHWEST, CONTINUE SOUTHEAST ALONG THE DIRT PUBLIC
 DD3549'BEACH ACCESS TO THE INTERSECTION OF THE BEACH, CONTINUE NORTHEAST
 DD3549'ALONG THE BEACH FOR (0.50 MI) TO THE STATION ON THE LEFT LOCATED ON
 DD3549'TOP OF THE PRIMARY DUNE IN THE KINGSTON PLANTATION ON THE BEACH SIDE
 DD3549'OF THE BUILDING (RADISSON RESORT HOTEL).
 DD3549'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3549'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3549'PROJECTING (0.4 FT) ABOVE THE SURFACE OF THE GROUND, (66.2 FT) SOUTH
 DD3549'SOUTHWEST FROM THE EAST CORNER OF THE BOARDWALK, (111.3 FT) NORTHEAST
 DD3549'FROM THE NORTHEAST CORNER OF THE BUILDING (RADISSON RESORT HOTEL).
 DD3549
 DD3549                          STATION RECOVERY (1997)
 DD3549
 DD3549'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3549'NOT RECOVERED, PRIMARY DUNE HAS MOVED, SEARCHED 10 MINUTES.  RECOVERY
 DD3549'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4563 ***********************************************************************
 DD4563  DESIGNATION -  5530 B
 DD4563  PID         -  DD4563
 DD4563  STATE/COUNTY-  SC/HORRY
 DD4563  USGS QUAD   -  HAND (1984)
 DD4563
 DD4563                         *CURRENT SURVEY CONTROL
 DD4563  ___________________________________________________________________
 DD4563* NAD 83(2001)-  33 46 04.86276(N)    078 46 40.02035(W)     ADJUSTED  
 DD4563* NAVD 88     -         4.010  (meters)      13.16   (feet)  ADJUSTED  
 DD4563  ___________________________________________________________________
 DD4563  X           -   1,032,932.799 (meters)                     COMP
 DD4563  Y           -  -5,206,096.258 (meters)                     COMP
 DD4563  Z           -   3,525,067.915 (meters)                     COMP
 DD4563  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DD4563  ELLIP HEIGHT-         -30.83  (meters)          (03/27/03) GPS OBS
 DD4563  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DD4563  DYNAMIC HT  -           4.006 (meters)      13.14  (feet)  COMP
 DD4563  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DD4563
 DD4563  HORZ ORDER  -  SECOND
 DD4563  VERT ORDER  -  THIRD
 DD4563  ELLP ORDER  -  FOURTH    CLASS II
 DD4563
 DD4563.The horizontal coordinates were established by GPS observations
 DD4563.and adjusted by the National Geodetic Survey in March 2003..
 DD4563
 DD4563.The orthometric height was determined by differential leveling
 DD4563.and adjusted by the National Geodetic Survey in April 1995..
 DD4563
 DD4563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4563
 DD4563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4563
 DD4563.The ellipsoidal height was determined by GPS observations
 DD4563.and is referenced to NAD 83.
 DD4563
 DD4563.The geoid height was determined by GEOID03.
 DD4563
 DD4563.The dynamic height is computed by dividing the NAVD 88
 DD4563.geopotential number by the normal gravity value computed on the
 DD4563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4563.degrees latitude (g = 980.6199 gals.).
 DD4563
 DD4563.The modeled gravity was interpolated from observed gravity values.
 DD4563
 DD4563;                    North         East     Units Scale Factor Converg.
 DD4563;SPC SC       -   216,761.208   815,397.368   MT  0.99979513   +1 13 55.2
 DD4563;SPC SC       -   711,158.82  2,675,188.22   iFT  0.99979513   +1 13 55.2
 DD4563;UTM  17      - 3,738,653.599   705,792.931   MT  1.00012212   +1 14 08.2
 DD4563
 DD4563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4563!SPC SC       -   1.00000484  x   0.99979513  =   0.99979997
 DD4563!UTM  17      -   1.00000484  x   1.00012212  =   1.00012696
 DD4563
 DD4563|---------------------------------------------------------------------|
 DD4563| PID    Reference Object                     Distance      Geod. Az  |
 DD4563|                                                           dddmmss.s |
 DD4563| DD4562 5535                                235.081 METERS 08028     |
 DD4563| DD4564 5520 B                              APPROX. 0.5 KM 2302157.9 |
 DD4563|---------------------------------------------------------------------|
 DD4563
 DD4563                          SUPERSEDED SURVEY CONTROL
 DD4563
 DD4563  NAD 83(1995)-  33 46 04.86299(N)    078 46 40.01993(W) AD(       ) 2
 DD4563  ELLIP H (12/20/99)  -30.84   (m)                       GP(       ) 4 1
 DD4563  NAD 83(1986)-  33 46 04.87159(N)    078 46 40.02576(W) AD(       ) 2
 DD4563  NGVD 29 (05/09/91)    4.322  (m)           14.18   (f) ADJUSTED    3 0
 DD4563
 DD4563.Superseded values are not recommended for survey control.
 DD4563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4563.See file dsdata.txt to determine how the superseded data were derived.
 DD4563
 DD4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0579338654(NAD 83)
 DD4563_MARKER: P = PIPE CAP
 DD4563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD4563_STAMPING: 5530 B 1990
 DD4563_MARK LOGO: SCCC  
 DD4563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4563+STABILITY: SURFACE MOTION
 DD4563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4563+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 DD4563
 DD4563  HISTORY     - Date     Condition        Report By
 DD4563  HISTORY     - 1990     MONUMENTED       NGS
 DD4563  HISTORY     - 19970715 GOOD             SCGS
 DD4563
 DD4563                          STATION DESCRIPTION
 DD4563
 DD4563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4563'THE STATION IS LOCATED IN MYRTLE BEACH ON PRIVATE PROPERTY.
 DD4563'OWNERSHIP--KINGSTON PLANTATION, 9700 KINGS ROAD, MYRTLE BEACH, SC
 DD4563'29578, PHONE 803-497-3200.
 DD4563'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND LAKE
 DD4563'ARROWHEAD ROAD (S-26-469) IN MYRTLE BEACH, GO SOUTHEAST ON LAKE
 DD4563'ARROWHEAD ROAD FOR 1.21 KM (0.75 MI) TO THE JUNCTION OF KINGS ROAD
 DD4563'(S-26-559) ON THE LEFT.  TURN LEFT AND GO 0.97 KM (0.60 MI) TO
 DD4563'ENTRANCE TO RADISSON RESORT ON THE RIGHT, TURN RIGHT FOR 0.08 KM
 DD4563'(0.05 MI) TO A SECURITY GATE.  CONTINUE THRU GATE FOR 0.89 KM
 DD4563'(0.55 MI) TO ROAD ON THE LEFT, TURN LEFT, PASSING HOTEL ON THE RIGHT
 DD4563'FOR 0.16 KM (0.10 MI) TO STATION ON THE RIGHT NEAR A FIRE HYDRANT.
 DD4563'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4563'PREFABRICATED ALUMINUM PIPE.  LOCATED 7.5 M (24.6 FT) SOUTH OF A STOP
 DD4563'SIGN, 4.3 M (14.1 FT) EAST-NORTHEAST OF CENTER OF A DRIVEWAY AND 0.95
 DD4563'M (3.12 FT) WEST-NORTHWEST OF A FIRE HYDRANT.
 DD4563
 DD4563                          STATION RECOVERY (1997)
 DD4563
 DD4563'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4563'STATION IS LOCATED 7.95 MILES (12.79 KM) NORTHEAST OF MYRTLE BEACH,
 DD4563'16.2 MILES (26.1 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--JERRY
 DD4563'HARRIS, 9800 LOOP, PHONE 803-946-5300.  TO REACH THE STATION FROM THE
 DD4563'JUNCTION OVERPASS OF U.S.  HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17
 DD4563'BUSINESS (KINGS HIGHWAY) , 7.15 MILES (11.51 KM) NORTHEAST OF MYRTLE
 DD4563'BEACH, GO NORTH NORTHEAST ON 17 BUSINESS FOR 1.1 MILES (1.8 KM) TO THE
 DD4563'JUNCTION OF STATE ROAD 469 (ARROWHEAD LAKE ROAD) , TURN RIGHT ON ROAD
 DD4563'469 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 559 (KINGS
 DD4563'ROAD) , TURN LEFT ON ROAD 559 FOR 0.6 MILE (1.0 KM) TO THE ENTRANCE TO
 DD4563'KINGSTON PLANTATION (LAKE DRIVE) , TURN RIGHT ON LAKE DRIVE FOR 0.05
 DD4563'MILE (0.08 KM) TO A GUARD BOOTH, CONTINUE AHEAD ON LAKE DRIVE FOR 0.45
 DD4563'MILE (0.72 KM) TO A ROAD LEFT (LAKE DRIVE STRAIGHT AND RADDISON
 DD4563'BOULEVARD) , TURN LEFT ON LAKE DRIVE FOR 0.1 MILE (0.2 KM) TO THE
 DD4563'STATION ON THE RIGHT NEAR A FIRE HYDRANT IN THE SOUTHEAST ANGLE OF
 DD4563'LAKE DRIVE AND A SERVICE ROAD.  STATION IS A PIPE MARK WITH CAP
 DD4563'RECESSED 0.5 FOOT (15.2 CM) AND LEVEL WITH THE SERVICE ROAD, 40.6 FEET
 DD4563'(12.4 M) SOUTH OF THE CENTER OF LAKE DRIVE, 3.0 FEET (0.9 M) EAST
 DD4563'NORTHEAST OF THE SOUTHWEST EDGE OF THE CURB OF THE SERVICE ROAD, 3.1
 DD4563'FEET (0.9 M) WEST OF A FIRE HYDRANT, 52.0 FEET (15.8 M) EAST SOUTHEAST
 DD4563'OF THE NORTH CORNER OF RADDISON CONFERENCE CENTER BUILDING, 24.5 FEET
 DD4563'(7.5 M) WEST OF A WATER CONTROL VALVE, 33.4 FEET (10.2 M) EAST
 DD4563'NORTHEAST OF THE NORTHEAST FACE OF THE CONFERENCE CENTER.  RECOVERED
 DD4563'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4562 ***********************************************************************
 DD4562  DESIGNATION -  5535
 DD4562  PID         -  DD4562
 DD4562  STATE/COUNTY-  SC/HORRY
 DD4562  USGS QUAD   -  HAND (1984)
 DD4562
 DD4562                         *CURRENT SURVEY CONTROL
 DD4562  ___________________________________________________________________
 DD4562* NAD 83(2001)-  33 46 06.12668(N)    078 46 31.01079(W)     ADJUSTED  
 DD4562* NAVD 88     -         1.743  (meters)       5.72   (feet)  ADJUSTED  
 DD4562  ___________________________________________________________________
 DD4562  X           -   1,033,155.618 (meters)                     COMP
 DD4562  Y           -  -5,206,028.053 (meters)                     COMP
 DD4562  Z           -   3,525,099.025 (meters)                     COMP
 DD4562  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DD4562  ELLIP HEIGHT-         -33.10  (meters)          (03/27/03) GPS OBS
 DD4562  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DD4562  DYNAMIC HT  -           1.741 (meters)       5.71  (feet)  COMP
 DD4562  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 DD4562
 DD4562  HORZ ORDER  -  SECOND
 DD4562  VERT ORDER  -  THIRD
 DD4562  ELLP ORDER  -  FOURTH    CLASS II
 DD4562
 DD4562.The horizontal coordinates were established by GPS observations
 DD4562.and adjusted by the National Geodetic Survey in March 2003..
 DD4562
 DD4562.The orthometric height was determined by differential leveling
 DD4562.and adjusted by the National Geodetic Survey in April 1995..
 DD4562
 DD4562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4562
 DD4562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4562
 DD4562.The ellipsoidal height was determined by GPS observations
 DD4562.and is referenced to NAD 83.
 DD4562
 DD4562.The geoid height was determined by GEOID03.
 DD4562
 DD4562.The dynamic height is computed by dividing the NAVD 88
 DD4562.geopotential number by the normal gravity value computed on the
 DD4562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4562.degrees latitude (g = 980.6199 gals.).
 DD4562
 DD4562.The modeled gravity was interpolated from observed gravity values.
 DD4562
 DD4562;                    North         East     Units Scale Factor Converg.
 DD4562;SPC SC       -   216,805.120   815,628.262   MT  0.99979514   +1 14 00.2
 DD4562;SPC SC       -   711,302.89  2,675,945.74   iFT  0.99979514   +1 14 00.2
 DD4562;UTM  17      - 3,738,697.540   706,023.899   MT  1.00012330   +1 14 13.3
 DD4562
 DD4562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4562!SPC SC       -   1.00000520  x   0.99979514  =   0.99980034
 DD4562!UTM  17      -   1.00000520  x   1.00012330  =   1.00012850
 DD4562
 DD4562|---------------------------------------------------------------------|
 DD4562| PID    Reference Object                     Distance      Geod. Az  |
 DD4562|                                                           dddmmss.s |
 DD4562| DD4563 5530 B                              235.081 METERS 26028     |
 DD4562|---------------------------------------------------------------------|
 DD4562
 DD4562                          SUPERSEDED SURVEY CONTROL
 DD4562
 DD4562  NAD 83(1995)-  33 46 06.12692(N)    078 46 31.01037(W) AD(       ) 2
 DD4562  ELLIP H (12/20/99)  -33.11   (m)                       GP(       ) 4 1
 DD4562  NAD 83(1986)-  33 46 06.13551(N)    078 46 31.01632(W) AD(       ) 2
 DD4562  NGVD 29 (05/09/91)    2.055  (m)            6.74   (f) ADJUSTED    3 0
 DD4562
 DD4562.Superseded values are not recommended for survey control.
 DD4562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4562.See file dsdata.txt to determine how the superseded data were derived.
 DD4562
 DD4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0602438698(NAD 83)
 DD4562_MARKER: DD = SURVEY DISK
 DD4562_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD4562_SP_SET: SIDEWALK
 DD4562_STAMPING: 5535 1988
 DD4562_MARK LOGO: SCCC  
 DD4562_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4562+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD4562
 DD4562  HISTORY     - Date     Condition        Report By
 DD4562  HISTORY     - 1988     MONUMENTED       SCCC
 DD4562  HISTORY     - 19900918 GOOD             NGS
 DD4562
 DD4562                          STATION DESCRIPTION
 DD4562
 DD4562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4562'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4562'(KINGS HIGHWAY) AND LAKE ARROWHEAD ROAD (S-26-469) IN CHESTNUT HILL,
 DD4562'GO NORTHEAST ON U.S. HIGHWAY 17 FOR 1.7 KM (1.1 MI) TO HILTON ROAD ON
 DD4562'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON HILTON ROAD FOR 1.1 KM
 DD4562'(0.7 MI) TO A CROSSROAD.  CONTINUE AHEAD ON HILTON ROAD, WINDING
 DD4562'SOUTHEAST AND THEN SOUTHERLY FOR 1.0 KM (0.6 MI) TO A FORK, KEEP LEFT
 DD4562'FOR ABOUT 22.9 M (75.1 FT) TO A 4-WAY STOP SIGN, CONTINUE AHEAD FOR
 DD4562'0.16 KM (0.10 MI) TO A DEAD END AND HILTON PARKING LOT ON THE LEFT.
 DD4562'TURN LEFT INTO PARKING LOT ON THE SOUTH SIDE OF HOTEL AND GO 0.2 KM
 DD4562'(0.1 MI) TO THE STATION SET IN THE SIDEWALK THATS BETWEEEN THE HILTON
 DD4562'HOTEL AND THE RADISSON RESORT.
 DD4562'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4562'SC 29202, PHONE 803-737-1314.
 DD4562'THE STATION IS LOCATED 20.3 M (66.6 FT) NORTHWEST FROM THE SOUTHWEST
 DD4562'END OF CONCRETE CURB AT THE BEACH, 4.6 KM (2.9 MI) EAST FROM THE
 DD4562'NORTHEAST RAIL OF WOODEN STEPS, 3.1 M (10.2 FT) SOUTH FROM THE
 DD4562'NORTHEAST CURB OF THE WALKWAY AND 0.6 M (2.0 FT) WEST-SOUTHWEST FROM
 DD4562'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3550 ***********************************************************************
 DD3550  DESIGNATION -  5540
 DD3550  PID         -  DD3550
 DD3550  STATE/COUNTY-  SC/HORRY
 DD3550  USGS QUAD   -  HAND (1984)
 DD3550
 DD3550                         *CURRENT SURVEY CONTROL
 DD3550  ___________________________________________________________________
 DD3550* NAD 83(2001)-  33 46 11.19798(N)    078 46 19.31537(W)     ADJUSTED  
 DD3550* NAVD 88     -         3.30   (+/-2cm)      10.8    (feet)  VERTCON   
 DD3550  ___________________________________________________________________
 DD3550  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 DD3550  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DD3550
 DD3550  HORZ ORDER  -  SECOND
 DD3550  VERT ORDER  -  THIRD ? (See Below)
 DD3550
 DD3550.The horizontal coordinates were established by classical geodetic methods
 DD3550.and adjusted by the National Geodetic Survey in March 2004..
 DD3550
 DD3550.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3550.The vertical order pertains to the NGVD 29 superseded value.
 DD3550
 DD3550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3550
 DD3550.The geoid height was determined by GEOID03.
 DD3550
 DD3550;                    North         East     Units Scale Factor Converg.
 DD3550;SPC SC       -   216,967.782   815,925.709   MT  0.99979519   +1 14 06.7
 DD3550;SPC SC       -   711,836.56  2,676,921.62   iFT  0.99979519   +1 14 06.7
 DD3550;UTM  17      - 3,738,860.275   706,321.432   MT  1.00012481   +1 14 19.9
 DD3550
 DD3550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3550!SPC SC       -   1.00000495  x   0.99979519  =   0.99980014
 DD3550!UTM  17      -   1.00000495  x   1.00012481  =   1.00012976
 DD3550
 DD3550                          SUPERSEDED SURVEY CONTROL
 DD3550
 DD3550  NAD 83(1986)-  33 46 11.20667(N)    078 46 19.32173(W) AD(       ) 2
 DD3550  NAD 83(1986)-  33 46 11.21127(N)    078 46 19.32558(W) AD(       ) 3
 DD3550  NGVD 29 (11/30/89)    3.62   (m)           11.9    (f) LEVELING    3  
 DD3550
 DD3550.Superseded values are not recommended for survey control.
 DD3550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3550.See file dsdata.txt to determine how the superseded data were derived.
 DD3550
 DD3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0632138860(NAD 83)
 DD3550_MARKER: DD = SURVEY DISK
 DD3550_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD3550_SP_SET: WALL AROUND POOL AREA
 DD3550_STAMPING: 5540 1987
 DD3550_MARK LOGO: SCCC  
 DD3550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3550+STABILITY: SURFACE MOTION
 DD3550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3550+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3550
 DD3550  HISTORY     - Date     Condition        Report By
 DD3550  HISTORY     - 1987     MONUMENTED       SCCC
 DD3550
 DD3550                          STATION DESCRIPTION
 DD3550
 DD3550'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3550'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND LAKE
 DD3550'ARROWHEAD ROAD (S-26-469), CONTINUE SOUTHEAST FOR (1.15 MI) TO A CURVE
 DD3550'NORTHWEST AND SOUTHWEST, CONTINUE SOUTHEAST ALONG THE DIRT PUBLIC
 DD3550'BEACH ACCESS TO THE BEACH, CONTINUE NORTHEAST ALONG THE BEACH FOR
 DD3550'(0.85 MI) TO THE STATION ON THE LEFT LOCATED ON TOP OF THE NORTHEAST
 DD3550'CORNER OF THE CONCRETE BULKHEAD.
 DD3550'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN THE TOP OF THE
 DD3550'CONCRETE BULKHEAD, (90.0 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF
 DD3550'THE BUILDING (ARCADIAN I CONDOMINIUM), (43.2 FT) NORTH NORTHEAST FROM
 DD3550'THE CORNER OF THE CONCRETE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4561 ***********************************************************************
 DD4561  DESIGNATION -  5540 B
 DD4561  PID         -  DD4561
 DD4561  STATE/COUNTY-  SC/HORRY
 DD4561  USGS QUAD   -  HAND (1984)
 DD4561
 DD4561                         *CURRENT SURVEY CONTROL
 DD4561  ___________________________________________________________________
 DD4561* NAD 83(2001)-  33 46 12.36945(N)    078 46 20.24930(W)     ADJUSTED  
 DD4561* NAVD 88     -         2.702  (meters)       8.86   (feet)  ADJUSTED  
 DD4561  ___________________________________________________________________
 DD4561  X           -   1,033,406.570 (meters)                     COMP
 DD4561  Y           -  -5,205,870.058 (meters)                     COMP
 DD4561  Z           -   3,525,259.450 (meters)                     COMP
 DD4561  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DD4561  ELLIP HEIGHT-         -32.14  (meters)          (03/27/03) GPS OBS
 DD4561  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DD4561  DYNAMIC HT  -           2.699 (meters)       8.86  (feet)  COMP
 DD4561  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 DD4561
 DD4561  HORZ ORDER  -  SECOND
 DD4561  VERT ORDER  -  THIRD
 DD4561  ELLP ORDER  -  FOURTH    CLASS II
 DD4561
 DD4561.The horizontal coordinates were established by GPS observations
 DD4561.and adjusted by the National Geodetic Survey in March 2003..
 DD4561
 DD4561.The orthometric height was determined by differential leveling
 DD4561.and adjusted by the National Geodetic Survey in April 1995..
 DD4561
 DD4561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4561
 DD4561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4561
 DD4561.The ellipsoidal height was determined by GPS observations
 DD4561.and is referenced to NAD 83.
 DD4561
 DD4561.The geoid height was determined by GEOID03.
 DD4561
 DD4561.The dynamic height is computed by dividing the NAVD 88
 DD4561.geopotential number by the normal gravity value computed on the
 DD4561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4561.degrees latitude (g = 980.6199 gals.).
 DD4561
 DD4561.The modeled gravity was interpolated from observed gravity values.
 DD4561
 DD4561;                    North         East     Units Scale Factor Converg.
 DD4561;SPC SC       -   217,003.343   815,900.910   MT  0.99979520   +1 14 06.1
 DD4561;SPC SC       -   711,953.23  2,676,840.26   iFT  0.99979520   +1 14 06.1
 DD4561;UTM  17      - 3,738,895.845   706,296.623   MT  1.00012468   +1 14 19.4
 DD4561
 DD4561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4561!SPC SC       -   1.00000505  x   0.99979520  =   0.99980024
 DD4561!UTM  17      -   1.00000505  x   1.00012468  =   1.00012973
 DD4561
 DD4561|---------------------------------------------------------------------|
 DD4561| PID    Reference Object                     Distance      Geod. Az  |
 DD4561|                                                           dddmmss.s |
 DD4561| DD4562 5535                                337.158 METERS 23513     |
 DD4561|---------------------------------------------------------------------|
 DD4561
 DD4561                          SUPERSEDED SURVEY CONTROL
 DD4561
 DD4561  NAD 83(1995)-  33 46 12.36968(N)    078 46 20.24888(W) AD(       ) 2
 DD4561  ELLIP H (12/20/99)  -32.15   (m)                       GP(       ) 4 1
 DD4561  NAD 83(1986)-  33 46 12.37825(N)    078 46 20.25483(W) AD(       ) 2
 DD4561  NGVD 29 (05/09/91)    3.015  (m)            9.89   (f) ADJUSTED    3 0
 DD4561
 DD4561.Superseded values are not recommended for survey control.
 DD4561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4561.See file dsdata.txt to determine how the superseded data were derived.
 DD4561
 DD4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0629738896(NAD 83)
 DD4561_MARKER: DD = SURVEY DISK
 DD4561_SETTING: 0 = UNSPECIFIED SETTING
 DD4561_STAMPING: 5540 B 1990
 DD4561_MARK LOGO: SCCC  
 DD4561_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4561+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4561
 DD4561  HISTORY     - Date     Condition        Report By
 DD4561  HISTORY     - 1990     MONUMENTED       NGS
 DD4561
 DD4561                          STATION DESCRIPTION
 DD4561
 DD4561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4561'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 DD4561'LAKE ARROWHEAD ROAD, GO SOUTHEAST ON LAKE ARROWHEAD ROAD (S-26-469)
 DD4561'FOR 1.21 KM (0.75 MI) TO THE INTERSECTION OF KINGS ROAD (S-26-559) ON
 DD4561'THE LEFT, TURN LEFT ON KINGS ROAD FOR 1.69 KM (1.05 MI) TO AN
 DD4561'INTERSECTION.  TURN RIGHT FOR 0.80 KM (0.50 MI) TO A PAVED ROAD LEFT.
 DD4561'TURN LEFT AND GO SOUTHEAST FOR 0.16 KM (0.10 MI) ON THE PAVED ROAD
 DD4561'WHICH BECOMES A SAND ROAD TO THE STATION ON THE RIGHT NEAR THE NORTH
 DD4561'CORNER OF THE FENCE SURROUNDING THE NORTHEAST PARKING LOT.
 DD4561'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4561'SC 29202, PHONE 803-737-1314.
 DD4561'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A PREFABRICATED
 DD4561'ALUMINUM PIPE EMBEDDED IN CONCRETE AND SURROUNDED BY A 4-IN PVC PIPE
 DD4561'FLUSH WITH THE GROUND.  LOCATED 25.2 M (82.7 FT) NORTH OF THE
 DD4561'NORTHEAST CORNER OF A BUILDING, 11.9 M (39.0 FT) SOUTHWEST OF THE
 DD4561'CENTERLINE OF THE ROAD AND 0.86 M (2.82 FT) NORTHEAST OF THE NORTH
 DD4561'CORNER OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3551 ***********************************************************************
 DD3551  DESIGNATION -  5550
 DD3551  PID         -  DD3551
 DD3551  STATE/COUNTY-  SC/HORRY
 DD3551  USGS QUAD   -  HAND (1984)
 DD3551
 DD3551                         *CURRENT SURVEY CONTROL
 DD3551  ___________________________________________________________________
 DD3551* NAD 83(2001)-  33 46 23.24378(N)    078 45 58.42909(W)     ADJUSTED  
 DD3551* NAVD 88     -         3.24   (+/-2cm)      10.6    (feet)  VERTCON   
 DD3551  ___________________________________________________________________
 DD3551  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 DD3551  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DD3551
 DD3551  HORZ ORDER  -  SECOND
 DD3551  VERT ORDER  -  THIRD ? (See Below)
 DD3551
 DD3551.The horizontal coordinates were established by classical geodetic methods
 DD3551.and adjusted by the National Geodetic Survey in March 2004..
 DD3551
 DD3551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3551.The vertical order pertains to the NGVD 29 superseded value.
 DD3551
 DD3551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3551
 DD3551.The geoid height was determined by GEOID03.
 DD3551
 DD3551;                    North         East     Units Scale Factor Converg.
 DD3551;SPC SC       -   217,350.356   816,454.888   MT  0.99979529   +1 14 18.2
 DD3551;SPC SC       -   713,091.72  2,678,657.77   iFT  0.99979529   +1 14 18.2
 DD3551;UTM  17      - 3,739,243.010   706,850.762   MT  1.00012750   +1 14 31.9
 DD3551
 DD3551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3551!SPC SC       -   1.00000496  x   0.99979529  =   0.99980025
 DD3551!UTM  17      -   1.00000496  x   1.00012750  =   1.00013246
 DD3551
 DD3551                          SUPERSEDED SURVEY CONTROL
 DD3551
 DD3551  NAD 83(1986)-  33 46 23.25250(N)    078 45 58.43551(W) AD(       ) 2
 DD3551  NAD 83(1986)-  33 46 23.25781(N)    078 45 58.43990(W) AD(       ) 3
 DD3551  NGVD 29 (11/30/89)    3.56   (m)           11.7    (f) LEVELING    3  
 DD3551
 DD3551.Superseded values are not recommended for survey control.
 DD3551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3551.See file dsdata.txt to determine how the superseded data were derived.
 DD3551
 DD3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0685139243(NAD 83)
 DD3551_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3551_SETTING: 0 = UNSPECIFIED SETTING
 DD3551_STAMPING: 5550 1987
 DD3551_MARK LOGO: SCCC  
 DD3551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3551+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3551
 DD3551  HISTORY     - Date     Condition        Report By
 DD3551  HISTORY     - 1987     MONUMENTED       SCCC
 DD3551  HISTORY     - 19970715 MARK NOT FOUND   SCGS
 DD3551
 DD3551                          STATION DESCRIPTION
 DD3551
 DD3551'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3551'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND LAKE
 DD3551'ARROWHEAD ROAD (S-26-469), CONTINUE SOUTHEAST FOR (1.15 MI) TO A CURVE
 DD3551'NORTHWEST AND SOUTHWEST, CONTINUE SOUTHEAST ALONG THE DIRT PUBLIC
 DD3551'BEACH ACCESS TO THE BEACH, CONTINUE NORTHEAST ALONG THE BEACH FOR
 DD3551'(1.25 MI) TO THE STATION ON THE LEFT LOCATED ON TOP OF THE DUNES.
 DD3551'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3551'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3551'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (7.2 FT) SOUTH
 DD3551'SOUTHWEST FROM SCPSA POWER POLE NUMBER 16372, (25.5 FT) SOUTH
 DD3551'SOUTHEAST FROM THE CENTER LINE OF THE INTERSECTION OF THE ROAD IN THE
 DD3551'CAMP GROUND.
 DD3551
 DD3551                          STATION RECOVERY (1997)
 DD3551
 DD3551'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3551'NOT RECOVERED, PRESUMED DESTROYED DURING HURRICANE HUGO, REFERENCE
 DD3551'MARKS ARE NO LONGER PRESENT, SEARCHED 10 MINUTES.  RECOVERY BY C.E.
 DD3551'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4431 ***********************************************************************
 DD4431  DESIGNATION -  5550 B
 DD4431  PID         -  DD4431
 DD4431  STATE/COUNTY-  SC/HORRY
 DD4431  USGS QUAD   -  HAND (1984)
 DD4431
 DD4431                         *CURRENT SURVEY CONTROL
 DD4431  ___________________________________________________________________
 DD4431* NAD 83(2001)-  33 46 26.00960(N)    078 46 00.47153(W)     ADJUSTED  
 DD4431* NAVD 88     -         2.097  (meters)       6.88   (feet)  ADJUSTED  
 DD4431  ___________________________________________________________________
 DD4431  X           -   1,033,860.122 (meters)                     COMP
 DD4431  Y           -  -5,205,541.298 (meters)                     COMP
 DD4431  Z           -   3,525,608.449 (meters)                     COMP
 DD4431  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 DD4431  ELLIP HEIGHT-         -32.76  (meters)          (03/13/03) GPS OBS
 DD4431  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DD4431  DYNAMIC HT  -           2.095 (meters)       6.87  (feet)  COMP
 DD4431  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 DD4431
 DD4431  HORZ ORDER  -  FIRST
 DD4431  VERT ORDER  -  FIRST     CLASS II
 DD4431  ELLP ORDER  -  FOURTH    CLASS II
 DD4431
 DD4431.The horizontal coordinates were established by GPS observations
 DD4431.and adjusted by the National Geodetic Survey in March 2003..
 DD4431
 DD4431.The orthometric height was determined by differential leveling
 DD4431.and adjusted by the National Geodetic Survey in June 1991..
 DD4431
 DD4431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4431
 DD4431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4431
 DD4431.The ellipsoidal height was determined by GPS observations
 DD4431.and is referenced to NAD 83.
 DD4431
 DD4431.The geoid height was determined by GEOID03.
 DD4431
 DD4431.The dynamic height is computed by dividing the NAVD 88
 DD4431.geopotential number by the normal gravity value computed on the
 DD4431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4431.degrees latitude (g = 980.6199 gals.).
 DD4431
 DD4431.The modeled gravity was interpolated from observed gravity values.
 DD4431
 DD4431;                    North         East     Units Scale Factor Converg.
 DD4431;SPC SC       -   217,434.400   816,400.518   MT  0.99979531   +1 14 17.1
 DD4431;SPC SC       -   713,367.45  2,678,479.39   iFT  0.99979531   +1 14 17.1
 DD4431;UTM  17      - 3,739,327.079   706,796.368   MT  1.00012723   +1 14 30.9
 DD4431
 DD4431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4431!SPC SC       -   1.00000514  x   0.99979531  =   0.99980045
 DD4431!UTM  17      -   1.00000514  x   1.00012723  =   1.00013237
 DD4431
 DD4431                          SUPERSEDED SURVEY CONTROL
 DD4431
 DD4431  NAD 83(1995)-  33 46 26.00988(N)    078 46 00.47107(W) AD(       ) 1
 DD4431  ELLIP H (12/20/99)  -32.77   (m)                       GP(       ) 4 1
 DD4431  NAD 83(1986)-  33 46 26.01847(N)    078 46 00.47745(W) AD(       ) 1
 DD4431  NAVD 88 (04/10/98)    2.10   (m)            6.9    (f) LEVELING    3  
 DD4431  NGVD 29 (05/09/91)    2.410  (m)            7.91   (f) ADJUSTED    1 2
 DD4431
 DD4431.Superseded values are not recommended for survey control.
 DD4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4431.See file dsdata.txt to determine how the superseded data were derived.
 DD4431
 DD4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0679639327(NAD 83)
 DD4431_MARKER: DD = SURVEY DISK
 DD4431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4431_STAMPING: 5550 B 1990
 DD4431_MARK LOGO: SCCC  
 DD4431_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4431+STABILITY: SURFACE MOTION
 DD4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4431+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 DD4431
 DD4431  HISTORY     - Date     Condition        Report By
 DD4431  HISTORY     - 1990     MONUMENTED       NGS
 DD4431  HISTORY     - 19900508 GOOD             NGS
 DD4431  HISTORY     - 19900918 GOOD             NGS
 DD4431  HISTORY     - 19970716 GOOD             SCGS
 DD4431
 DD4431                          STATION DESCRIPTION
 DD4431
 DD4431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4431'1.3 KM (0.81 MI) SOUTHERLY ALONG LAKE ARROWHEAD DRIVE FROM THE
 DD4431'JUNCTION OF U.S. HIGHWAY 17 IN CHESTNUT HILL, THENCE 1.7 KM (1.06
 DD4431'MI) NORTHEASTERLY ALONG STATE ROAD S-26-559, THENCE 0.2 KM (0.12 MI)
 DD4431'SOUTHEASTERLY ALONG THE MYRTLE BEACH TRAVEL PARK ENTRANCE ROAD,
 DD4431'THENCE 0.7 KM (0.43 MI) SOUTHEASTERLY ON MAIN TRAIL, THENCE 0.4 KM
 DD4431'(0.25 MI) SOUTHEASTERLY ALONG TENNESSEE TRAIL, 14.5 M (47.57 FT) EAST
 DD4431'OF THE EAST CORNER OF SEWAGE PUMP STATION NUMBER 21, 11.7 M (38.39
 DD4431'FT) NORTHEAST OF UTILITY POLE NUMBER 16373, 2.2 M (7.22 FT) SOUTH OF
 DD4431'AN ELECTRIC HOOK-UP BOX FOR SPACE NUMBER 338, AND 1.0 M (3.28 FT)
 DD4431'SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS AFFIXED TO A 24-INCH
 DD4431'SECTION OF 2-INCH PVC PIPE ENCASED IN A 6-INCH PVC PIPE SURROUNDED BY
 DD4431'CONCRETE AND FLUSH WITH THE GROUND SURFACE.
 DD4431
 DD4431                          STATION RECOVERY (1990)
 DD4431
 DD4431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4431'THE STATION IS LOCATED IN BRIARCLIFF ACRES WHICH IS ABOUT 16.0 KM
 DD4431'(9.9 MI) NORTHEAST OF MYRTLE BEACH, 6.4 KM (4.0 MI) SOUTHWEST OF
 DD4431'NORTH MYRTLE BEACH AND IN THE MYRTLE BEACH TRAVEL PARK RV RESORT.
 DD4431'OWNERSHIP--MYRTLE BEACH TRAVEL PARK, 9916 KINGS ROAD NORTH, MYRTLE
 DD4431'BEACH, SC 29557, PHONE 803-449-3714.  NOTE--PHONE AHEAD BEFORE
 DD4431'VISITING STATION.
 DD4431'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND LAKE
 DD4431'ARROWHEAD DRIVE IN CHESTNUT HILL, GO SOUTH ON LAKE ARROWHEAD DRIVE
 DD4431'FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF STATE ROAD S-26-559 ON THE
 DD4431'LEFT. TURN LEFT AND GO NORTHEAST FOR 1.7 KM (1.1 MI) TO THE ENTRANCE
 DD4431'TO THE MYRTLE BEACH TRAVEL PARK ON THE RIGHT.  TURN RIGHT AND GO
 DD4431'SOUTHEAST ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A GUARD
 DD4431'SHACK, CONTINUE AHEAD FOR 0.08 KM (0.05 MI) TO A TRAFFIC CIRCLE, BEAR
 DD4431'RIGHT AND GO SOUTH FOR 0.08 KM (0.05 MI) TO MAIN TRAIL.  TURN RIGHT
 DD4431'ON MAIN TRAIL AND GO SOUTHWEST AND THEN SOUTHEAST FOR 0.3 KM
 DD4431'(0.2 MI) TO A BATHHOUSE ON THE RIGHT AT A FORK IN THE ROAD, TAKE LEFT
 DD4431'FORK AND GO EAST-NORTHEAST, STAYING ON MAIN TRAIL FOR 0.4 KM
 DD4431'(0.2 MI) TO TENNESSEE TRAIL ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST
 DD4431'FOR 0.08 KM (0.05 MI) TO STATION ON THE LEFT ON LOT NUMBER 338.
 DD4431'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD4431'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED BY
 DD4431'CONCRETE AND FLUSH WITH THE GROUND.  LOCATED 14.5 M (47.6 FT) EAST OF
 DD4431'THE EAST CORNER OF SEWER PUMP STATION NUMBER 21, 11.7 M (38.4 FT)
 DD4431'NORTHEAST OF POWER POLE NUMBER 16373, 2.2 M (7.2 FT) SOUTH OF POWER
 DD4431'BOX FOR LOT NUMBER 338 AND 1.0 M (3.3 FT) SOUTHEAST OF WITNESS POST.
 DD4431
 DD4431                          STATION RECOVERY (1997)
 DD4431
 DD4431'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4431'STATION IS LOCATED 8.8 MILES (14.2 KM) NORTHEAST OF MYRTLE BEACH, 16.7
 DD4431'MILES (26.9 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--MYRTLE BEACH
 DD4431'TRAVEL PARK, 9916 KINGS ROAD NORTH, MYRTLE BEACH, SC 29557, PHONE
 DD4431'803-449-3714.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD4431'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (NORTH KINGS
 DD4431'HIGHWAY) , 6.8 MILES (10.9 KM) NORTHEAST OF MYRTLE BEACH, GO NORTHEAST
 DD4431'ON HIGHWAY 17 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 831
 DD4431'(CHESTNUT ROAD) , TURN RIGHT ON ROAD 831 FOR 0.75 MILE (1.21 KM) TO
 DD4431'THE JUNCTION OF STATE ROAD 559 (KINGS ROAD) , TURN LEFT ON ROAD 559
 DD4431'FOR 0.3 MILE (0.5 KM) TO THE ENTRANCE TO THE MYRTLE BEACH TRAVEL PARK
 DD4431'ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM)
 DD4431'TO A GUARD SHACK, CONTINUE ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08
 DD4431'KM) TO A TRAFFIC CIRCLE, BEAR RIGHT ON TRAFFIC CIRCLE FOR 0.05 MILE
 DD4431'(0.08 KM) TO A ROAD RIGHT (MAIN TRAIL) , TURN RIGHT ON MAIN TRAIL FOR
 DD4431'0.2 MILE (0.3 KM) TO A BATHHOUSE ON THE RIGHT AT A FORK IN THE ROAD,
 DD4431'BEAR LEFT ON MAIN TRAIL FOR 0.2 MILE (0.3 KM) TO A ROAD RIGHT
 DD4431'(TENNESSEE TRAIL) , TURN RIGHT ON TENNESSEE TRAIL FOR 0.05 MILE (0.08
 DD4431'KM) TO THE STATION ON THE LEFT NEAR A POWER BOX FOR CAMPSITE NUMBER
 DD4431'338.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 DD4431'THE ROAD, 14.9 FEET (4.5 M) EAST NORTHEAST OF THE CENTER OF TENNESSEE
 DD4431'TRAIL, 47.2 FEET (14.4 M) EAST SOUTHEAST OF THE EAST CORNER OF A SEWER
 DD4431'PUMPING STATION NUMBER 21, 6.8 FEET (2.1 M) SOUTH THE POWER BOX FOR
 DD4431'LOT 338, 52.8 FEET (16.1 M) NORTHEAST OF THE NORTH CORNER OF A SHOWER
 DD4431'BUILDING, 38.4 FEET (11.7 M) NORTHEAST OF A POWER POLE NUMBER 16373,
 DD4431'3.0 FEET (0.9 M) SOUTHEAST OF A WITNESS POST.  RECOVERED BY C.E.
 DD4431'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0296 ***********************************************************************
 EC0296  DESIGNATION -  556
 EC0296  PID         -  EC0296
 EC0296  STATE/COUNTY-  SC/FAIRFIELD
 EC0296  USGS QUAD   -  WINNSBORO (1969)
 EC0296
 EC0296                         *CURRENT SURVEY CONTROL
 EC0296  ___________________________________________________________________
 EC0296* NAD 83(1986)-  34 28 22.     (N)    081 07 02.     (W)     SCALED    
 EC0296* NAVD 88     -       168.715  (meters)     553.53   (feet)  ADJUSTED  
 EC0296  ___________________________________________________________________
 EC0296  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EC0296  DYNAMIC HT  -         168.550 (meters)     552.98  (feet)  COMP
 EC0296  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 EC0296
 EC0296  VERT ORDER  -  SECOND    CLASS 0
 EC0296
 EC0296.The horizontal coordinates were scaled from a topographic map and have
 EC0296.an estimated accuracy of +/- 6 seconds.
 EC0296
 EC0296.The orthometric height was determined by differential leveling
 EC0296.and adjusted by the National Geodetic Survey in June 1991..
 EC0296
 EC0296.The geoid height was determined by GEOID03.
 EC0296
 EC0296.The dynamic height is computed by dividing the NAVD 88
 EC0296.geopotential number by the normal gravity value computed on the
 EC0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0296.degrees latitude (g = 980.6199 gals.).
 EC0296
 EC0296.The modeled gravity was interpolated from observed gravity values.
 EC0296
 EC0296;                    North         East    Units  Estimated Accuracy
 EC0296;SPC SC       -   292,720.      598,830.      MT  (+/- 180 meters Scaled)
 EC0296
 EC0296                          SUPERSEDED SURVEY CONTROL
 EC0296
 EC0296  NGVD 29 (??/??/92)  168.948  (m)          554.29   (f) ADJ UNCH    2 0
 EC0296
 EC0296.Superseded values are not recommended for survey control.
 EC0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0296.See file dsdata.txt to determine how the superseded data were derived.
 EC0296
 EC0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU892145(NAD 83)
 EC0296_MARKER: DB = BENCH MARK DISK
 EC0296_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EC0296_SP_SET: BRICK FOUNDATION PILLAR
 EC0296_STAMPING: 554 COLUMBIA 1900
 EC0296_MARK LOGO: USGS  
 EC0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC0296+STABILITY: SURFACE MOTION
 EC0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC0296+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1993
 EC0296
 EC0296  HISTORY     - Date     Condition        Report By
 EC0296  HISTORY     - 1900     MONUMENTED       USGS
 EC0296  HISTORY     - 1935     GOOD             NGS
 EC0296  HISTORY     - 19930616 GOOD             SCGS
 EC0296
 EC0296                          STATION DESCRIPTION
 EC0296
 EC0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EC0296'AT WHITE OAK.
 EC0296'AT WHITE OAK, FAIRFIELD COUNTY, 200 FEET EAST OF THE SOUTHERN
 EC0296'RAILWAY STATION, AT THE T.G. PATRICK STORE AND POST OFFICE, IN THE
 EC0296'FRONT WALL OF THE BUILDING, 6 INCHES SOUTH OF THE NORTHWEST CORNER,
 EC0296'2 FEET ABOVE THE GROUND, AND SET VERTICALLY.
 EC0296
 EC0296                          STATION RECOVERY (1993)
 EC0296
 EC0296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 EC0296'STATION IS LOCATED 6.5 MILES (10.5 KM) NORTH NORTHWEST OF WINNSBORO,
 EC0296'IN WHITE OAK. OWNERSHIP--HANNAH P. PHILLIPS, WINNSBORO, SC 29180. TO
 EC0296'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 321 AND STATE ROAD
 EC0296'20 (PATRICK ROAD) IN WHITE OAK, 6.5 MILES (10.5 KM) NORTH NORTHWEST OF
 EC0296'WINNSBORO, GO NORTHEAST ON ROAD 20 FOR 0.15 MILE (0.24 KM) TO THE
 EC0296'STATION ON THE RIGHT IN THE NORTH BRICK FOUNDATION PILLAR OF A LONG
 EC0296'WOOD-SIDED BUILDING (LAST USED FOR THE WHITE OAK POST OFFICE. STATION
 EC0296'IS A DRILL MARK SET VERTICALLY IN THE PILLAR AND 2.0 FEET (0.6 M)
 EC0296'ABOVE THE ROAD, 48.5 FEET (14.8 M) EAST SOUTHEAST OF THE CENTER OF THE
 EC0296'ROAD, 0.7 FOOT (21.3 CM) SOUTH SOUTHWEST OF THE NORTH CORNER OF THE
 EC0296'PILLAR. RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3552 ***********************************************************************
 DD3552  DESIGNATION -  5560
 DD3552  PID         -  DD3552
 DD3552  STATE/COUNTY-  SC/HORRY
 DD3552  USGS QUAD   -  HAND (1984)
 DD3552
 DD3552                         *CURRENT SURVEY CONTROL
 DD3552  ___________________________________________________________________
 DD3552* NAD 83(2001)-  33 46 36.35803(N)    078 45 35.56048(W)     ADJUSTED  
 DD3552* NAVD 88     -         4.84   (+/-2cm)      15.9    (feet)  VERTCON   
 DD3552  ___________________________________________________________________
 DD3552  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 DD3552  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DD3552
 DD3552  HORZ ORDER  -  SECOND
 DD3552  VERT ORDER  -  THIRD ? (See Below)
 DD3552
 DD3552.The horizontal coordinates were established by classical geodetic methods
 DD3552.and adjusted by the National Geodetic Survey in March 2004..
 DD3552
 DD3552.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3552.The vertical order pertains to the NGVD 29 superseded value.
 DD3552
 DD3552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3552
 DD3552.The geoid height was determined by GEOID03.
 DD3552
 DD3552;                    North         East     Units Scale Factor Converg.
 DD3552;SPC SC       -   217,766.970   817,034.294   MT  0.99979541   +1 14 30.9
 DD3552;SPC SC       -   714,458.56  2,680,558.71   iFT  0.99979541   +1 14 30.9
 DD3552;UTM  17      - 3,739,659.802   707,430.333   MT  1.00013046   +1 14 45.1
 DD3552
 DD3552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3552!SPC SC       -   1.00000471  x   0.99979541  =   0.99980012
 DD3552!UTM  17      -   1.00000471  x   1.00013046  =   1.00013517
 DD3552
 DD3552                          SUPERSEDED SURVEY CONTROL
 DD3552
 DD3552  NAD 83(1986)-  33 46 36.36677(N)    078 45 35.56697(W) AD(       ) 2
 DD3552  NAD 83(1986)-  33 46 36.37283(N)    078 45 35.57192(W) AD(       ) 3
 DD3552  NGVD 29 (11/30/89)    5.16   (m)           16.9    (f) LEVELING    3  
 DD3552
 DD3552.Superseded values are not recommended for survey control.
 DD3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3552.See file dsdata.txt to determine how the superseded data were derived.
 DD3552
 DD3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0743039660(NAD 83)
 DD3552_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3552_SETTING: 0 = UNSPECIFIED SETTING
 DD3552_STAMPING: 5560 1987
 DD3552_MARK LOGO: SCCC  
 DD3552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3552+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3552
 DD3552  HISTORY     - Date     Condition        Report By
 DD3552  HISTORY     - 1987     MONUMENTED       SCCC
 DD3552
 DD3552                          STATION DESCRIPTION
 DD3552
 DD3552'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3552'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND LAKE
 DD3552'ARROWHEAD ROAD (S-26-469), CONTINUE SOUTHEAST FOR (1.15 MI) TO A CURVE
 DD3552'NORTHWEST AND SOUTHWEST, CONTINUE SOUTHEAST ALONG THE DIRT PUBLIC
 DD3552'BEACH ACCESS TO THE INTERSECTION WITH THE ATLANTIC OCEAN, CONTINUE
 DD3552'NORTHEAST ALONG THE BEACH FOR (1.70 MI) TO THE STATION ON THE LEFT
 DD3552'LOCATED ON TOP OF THE HIGHEST DUNE.
 DD3552'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3552'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3552'PROJECTING (0.5 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4560 ***********************************************************************
 DD4560  DESIGNATION -  5560 B
 DD4560  PID         -  DD4560
 DD4560  STATE/COUNTY-  SC/HORRY
 DD4560  USGS QUAD   -  HAND (1984)
 DD4560
 DD4560                         *CURRENT SURVEY CONTROL
 DD4560  ___________________________________________________________________
 DD4560* NAD 83(2001)-  33 46 37.33779(N)    078 45 35.63910(W)     ADJUSTED  
 DD4560* NAVD 88     -         2.750  (meters)       9.02   (feet)  ADJUSTED  
 DD4560  ___________________________________________________________________
 DD4560  X           -   1,034,449.096 (meters)                     COMP
 DD4560  Y           -  -5,205,226.999 (meters)                     COMP
 DD4560  Z           -   3,525,898.924 (meters)                     COMP
 DD4560  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 DD4560  ELLIP HEIGHT-         -32.12  (meters)          (03/27/03) GPS OBS
 DD4560  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DD4560  DYNAMIC HT  -           2.747 (meters)       9.01  (feet)  COMP
 DD4560  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 DD4560
 DD4560  HORZ ORDER  -  SECOND
 DD4560  VERT ORDER  -  THIRD
 DD4560  ELLP ORDER  -  FOURTH    CLASS II
 DD4560
 DD4560.The horizontal coordinates were established by GPS observations
 DD4560.and adjusted by the National Geodetic Survey in March 2003..
 DD4560
 DD4560.The orthometric height was determined by differential leveling
 DD4560.and adjusted by the National Geodetic Survey in April 1995..
 DD4560
 DD4560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4560
 DD4560.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4560
 DD4560.The ellipsoidal height was determined by GPS observations
 DD4560.and is referenced to NAD 83.
 DD4560
 DD4560.The geoid height was determined by GEOID03.
 DD4560
 DD4560.The dynamic height is computed by dividing the NAVD 88
 DD4560.geopotential number by the normal gravity value computed on the
 DD4560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4560.degrees latitude (g = 980.6199 gals.).
 DD4560
 DD4560.The modeled gravity was interpolated from observed gravity values.
 DD4560
 DD4560;                    North         East     Units Scale Factor Converg.
 DD4560;SPC SC       -   217,797.100   817,031.618   MT  0.99979542   +1 14 30.9
 DD4560;SPC SC       -   714,557.41  2,680,549.93   iFT  0.99979542   +1 14 30.9
 DD4560;UTM  17      - 3,739,689.942   707,427.654   MT  1.00013045   +1 14 45.1
 DD4560
 DD4560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4560!SPC SC       -   1.00000504  x   0.99979542  =   0.99980046
 DD4560!UTM  17      -   1.00000504  x   1.00013045  =   1.00013549
 DD4560
 DD4560                          SUPERSEDED SURVEY CONTROL
 DD4560
 DD4560  NAD 83(1995)-  33 46 37.33801(N)    078 45 35.63874(W) AD(       ) 2
 DD4560  ELLIP H (12/20/99)  -32.13   (m)                       GP(       ) 4 1
 DD4560  NAD 83(1986)-  33 46 37.34654(N)    078 45 35.64558(W) AD(       ) 2
 DD4560  NGVD 29 (05/09/91)    3.063  (m)           10.05   (f) ADJUSTED    3 0
 DD4560
 DD4560.Superseded values are not recommended for survey control.
 DD4560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4560.See file dsdata.txt to determine how the superseded data were derived.
 DD4560
 DD4560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0742839690(NAD 83)
 DD4560_MARKER: DD = SURVEY DISK
 DD4560_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4560_SP_SET: ALUMINUM ALLOY ROD
 DD4560_STAMPING: 5560 B 1990
 DD4560_MARK LOGO: SCCC  
 DD4560_PROJECTION: PROJECTING 20 CENTIMETERS
 DD4560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4560+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 DD4560_ROD/PIPE-DEPTH: 11.9 meters
 DD4560
 DD4560  HISTORY     - Date     Condition        Report By
 DD4560  HISTORY     - 1990     MONUMENTED       NGS
 DD4560  HISTORY     - 19970728 GOOD             SCGS
 DD4560
 DD4560                          STATION DESCRIPTION
 DD4560
 DD4560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4560'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD4560'BUSINESS AND LAKE ARROWHEAD ROAD (S-26-469), GO SOUTHEAST ON LAKE
 DD4560'ARROWHEAD ROAD FOR 1.92 KM (1.19 MI) TO THE INTERSECTION OF SHORE
 DD4560'DRIVE ON THE RIGHT, CONTINUE AHEAD DOWN NARROW SAND ACCESS ROAD TO
 DD4560'THE ATLANTIC OCEAN, TURN LEFT, NORTHEAST, ALONG OCEAN AND GO 2.72 KM
 DD4560'(1.69 MI) , TURN LEFT TOWARD SAND FENCE AND MARK 25 M (82.0 FT)
 DD4560'BEYOND FENCE LINE,AT BRIARCLIFF ACRES,  26.6 M (87.3 FT)
 DD4560'WEST-NORTHWEST OF THE SOUTHEAST MOST EDGE OF FENCE, 23.6 M (77.4 FT)
 DD4560'SOUTHWEST OF A LARGE CEDAR TREE, 7.7 M (25.3 FT) SOUTHEAST OF THE TREE
 DD4560'LINE, 2.4 M (7.9 FT) EAST-NORTHEAST OF THE WESTERN TREE-LINE AND 0.25
 DD4560'M (0.82 FT) WEST OF A FIBERGLASS WITNESS POST.
 DD4560'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DD4560'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD4560
 DD4560                          STATION RECOVERY (1997)
 DD4560
 DD4560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4560'STATION IS LOCATED 6.85 MILES (11.02 KM) SOUTHWEST OF NORTH MYRTLE
 DD4560'BEACH, 17.05 MILES (27.44 KM) EAST OF CONWAY.  OWNERSHIP--SOUTH
 DD4560'CAROLINA COASTAL COUNCIL, 1601 OAK STREET, MYRTLE BEACH, SC
 DD4560'29577-3579, PHONE 803-626-7217.  TO REACH THE STATION FROM THE
 DD4560'OVERPASS JUNCTION OF U.S.  HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17
 DD4560'BUSINESS (NORTH KINGS HIGHWAY) , 6.8 MILES (10.9 KM) NORTHEAST OF
 DD4560'MYRTLE BEACH, GO NORTHEAST ON HIGHWAY 17 FOR 1.35 MILES (2.17 KM) TO
 DD4560'THE JUNCTION OF STATE ROAD 831 (CHESTNUT ROAD) , TURN RIGHT ON ROAD
 DD4560'831 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 559 (KINGS
 DD4560'ROAD) , TURN RIGHT ON ROAD 559 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION
 DD4560'OF STATE ROAD 773 (KINGSTON ROAD) , TURN LEFT ON ROAD 773 FOR 0.35
 DD4560'MILE (0.56 KM) TO A CROSSROAD (LAKE SHORE DRIVE) , CONTINUE ON ROAD
 DD4560'773 FOR 0.15 MILES (0.24 KM) TO THE BEACH, TURN LEFT ON THE BEACH OF
 DD4560'0.05 MILE (0.08 KM) TO THE THIRD CAMPGROUND ACCESS ROAD LEFT, CONTINUE
 DD4560'ON THE BEACH FOR 0.5 MILES (0.8 KM) TO THE STATION ON THE LEFT IN A
 DD4560'FLAT OPEN AREA BEHIND THE FIRST DUNE.  STATION IS A DISK ATTACHED TO
 DD4560'AN ALUMINUM ALLOY ROD RECESSED 0.2 FOOT, (6.1 CM) 79.7 FEET (24.3 M)
 DD4560'NORTH OF A FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 272.0
 DD4560'FEET (82.9 M) WEST OF A WARNING SIGN FOR LOGGERHEAD TURTLE NESTING
 DD4560'AREA, 186.3 FEET (56.8 M) NORTHEAST OF A 1.25 MILE (2.01 KM) POST, 0.7
 DD4560'FOOT (21.3 CM) WEST SOUTHWEST OF A WITNESS POST. RECOVERED BY C.E.
 DD4560'GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5080 ***********************************************************************
 DG5080  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5080  DESIGNATION -  557 27
 DG5080  PID         -  DG5080
 DG5080  STATE/COUNTY-  SC/YORK
 DG5080  USGS QUAD   -  LAKE WYLIE (1993)
 DG5080
 DG5080                         *CURRENT SURVEY CONTROL
 DG5080  ___________________________________________________________________
 DG5080* NAD 83(2001)-  35 07 12.93018(N)    081 07 15.95129(W)     ADJUSTED  
 DG5080* NAVD 88     -       194.69   (meters)     638.7    (feet)  GPS OBS   
 DG5080  ___________________________________________________________________
 DG5080  X           -     806,136.306 (meters)                     COMP
 DG5080  Y           -  -5,160,309.674 (meters)                     COMP
 DG5080  Z           -   3,648,881.940 (meters)                     COMP
 DG5080  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 DG5080  ELLIP HEIGHT-         163.77  (meters)          (01/16/04) GPS OBS
 DG5080  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DG5080
 DG5080  HORZ ORDER  -  FIRST
 DG5080  ELLP ORDER  -  FOURTH    CLASS II
 DG5080
 DG5080.The horizontal coordinates were established by GPS observations
 DG5080.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in January 2004..
 DG5080
 DG5080.The orthometric height was determined by GPS observations and a
 DG5080.high-resolution geoid model using precise GPS observation and
 DG5080.processing techniques.
 DG5080
 DG5080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5080
 DG5080.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5080
 DG5080.The ellipsoidal height was determined by GPS observations
 DG5080.and is referenced to NAD 83.
 DG5080
 DG5080.The geoid height was determined by GEOID03.
 DG5080
 DG5080;                    North         East     Units Scale Factor Converg.
 DG5080;SPC SC       -   364,545.963   598,560.158   MT  1.00011467   -0 04 01.7
 DG5080;SPC SC       - 1,196,016.94  1,963,780.05   iFT  1.00011467   -0 04 01.7
 DG5080;UTM  17      - 3,886,386.103   488,965.834   MT  0.99960150   -0 04 10.8
 DG5080
 DG5080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5080!SPC SC       -   0.99997429  x   1.00011467  =   1.00008896
 DG5080!UTM  17      -   0.99997429  x   0.99960150  =   0.99957580
 DG5080
 DG5080:                Primary Azimuth Mark                     Grid Az
 DG5080:SPC SC       -  CROWDER CK 152                           140 29 38.6
 DG5080:UTM  17      -  CROWDER CK 152                           140 29 47.7
 DG5080
 DG5080|---------------------------------------------------------------------|
 DG5080| PID    Reference Object                     Distance      Geod. Az  |
 DG5080|                                                           dddmmss.s |
 DG5080| DG5096 CROWDER CK 152                      APPROX. 0.5 KM 1402536.9 |
 DG5080|---------------------------------------------------------------------|
 DG5080
 DG5080                          SUPERSEDED SURVEY CONTROL
 DG5080
 DG5080  NAD 83(1986)-  35 07 12.94568(N)    081 07 15.95643(W) AD(       ) 1
 DG5080
 DG5080.Superseded values are not recommended for survey control.
 DG5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5080.See file dsdata.txt to determine how the superseded data were derived.
 DG5080
 DG5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8896686386(NAD 83)
 DG5080_MARKER: DD = SURVEY DISK
 DG5080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5080_STAMPING: 557-27 2003
 DG5080_MARK LOGO: SCGS  
 DG5080_PROJECTION: FLUSH
 DG5080_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5080+STABILITY: SURFACE MOTION
 DG5080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5080+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 DG5080
 DG5080  HISTORY     - Date     Condition        Report By
 DG5080  HISTORY     - 20030624 MONUMENTED       SCGS
 DG5080  HISTORY     - 20041106 GOOD             USPSQD
 DG5080  HISTORY     - 20060223 GOOD             NEWBY
 DG5080
 DG5080                          STATION DESCRIPTION
 DG5080
 DG5080'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG5080'STATION IS LOCATED 5.9 MILES EAST OF CLOVER, 11.0 MILES NORTHEAST OF
 DG5080'YORK. OWNERSHIP--DUKE POWER RIGHT OF WAY.TO REACH THE STATION FROM THE
 DG5080'JUNCTION OF STATE HIGHWAYS 49, 274 AND 557, 8.2 MILES EAST OF CLOVER,
 DG5080'GO WEST NORTHWEST ON HIGHWAY 557 FOR 0.9 MILE TO THE JUNCTION OF STATE
 DG5080'ROAD 435 (OAKRIDGE ROAD), CONTINUE ON HIGHWAY 557 FOR 1.1 MILES TO THE
 DG5080'JUNCTION OF STATE ROAD 152 (RIDDLE MILL ROAD RIGHT AND BETHEL SCHOOL
 DG5080'ROAD LEFT), CONTINUE ON HIGHWAY 557 FOR 0.15 MILE TO THE STATION ON
 DG5080'THE RIGHT ON TOP OF A CUT BANK NEAR A POWER POLE IN THE NORTHEAST
 DG5080'ANGLE OF THE FORK JUNCTION OF STATE ROAD 27 (RIDGE ROAD).STATION IS A
 DG5080'CONCRETE POST FLUSH WITH THE GROUND AND 12.0 FEET ABOVE THE HIGHWAY,
 DG5080'50.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 4.8 FEET SOUTH OF THE
 DG5080'POWER POLE WITH FOUR GUY WIRES, 160.0 FEET SOUTH OF THE SOUTH LEG OF A
 DG5080'HIGH TENSION TOWER, 30.6 FEET EAST OF A MCI CABLE WITNESS POST, 13.3
 DG5080'FEET SOUTHWEST OF A WITNESS POST.NOTE-STATION IS INTERVISIBLE WITH
 DG5080'SURVEY STATION CROWDERS CK 152.DESCRIBED BY R.P. MCKEOWN.
 DG5080' 
 DG5080'
 DG5080
 DG5080                          STATION RECOVERY (2004)
 DG5080
 DG5080'RECOVERY NOTE BY US POWER SQUADRON 2004 (HWP)
 DG5080'RECOVERED IN GOOD CONDITION.
 DG5080
 DG5080                          STATION RECOVERY (2006)
 DG5080
 DG5080'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2006 (RDP)
 DG5080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3553 ***********************************************************************
 DD3553  DESIGNATION -  5570
 DD3553  PID         -  DD3553
 DD3553  STATE/COUNTY-  SC/HORRY
 DD3553  USGS QUAD   -  HAND (1984)
 DD3553
 DD3553                         *CURRENT SURVEY CONTROL
 DD3553  ___________________________________________________________________
 DD3553* NAD 83(2001)-  33 46 48.27429(N)    078 45 15.08292(W)     ADJUSTED  
 DD3553* NAVD 88     -         5.52   (+/-2cm)      18.1    (feet)  VERTCON   
 DD3553  ___________________________________________________________________
 DD3553  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DD3553  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 DD3553
 DD3553  HORZ ORDER  -  SECOND
 DD3553  VERT ORDER  -  THIRD ? (See Below)
 DD3553
 DD3553.The horizontal coordinates were established by classical geodetic methods
 DD3553.and adjusted by the National Geodetic Survey in March 2004..
 DD3553
 DD3553.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3553.The vertical order pertains to the NGVD 29 superseded value.
 DD3553
 DD3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3553
 DD3553.The geoid height was determined by GEOID03.
 DD3553
 DD3553;                    North         East     Units Scale Factor Converg.
 DD3553;SPC SC       -   218,145.388   817,552.961   MT  0.99979552   +1 14 42.3
 DD3553;SPC SC       -   715,700.09  2,682,260.37   iFT  0.99979552   +1 14 42.3
 DD3553;UTM  17      - 3,740,038.383   707,949.148   MT  1.00013312   +1 14 56.9
 DD3553
 DD3553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3553!SPC SC       -   1.00000461  x   0.99979552  =   0.99980013
 DD3553!UTM  17      -   1.00000461  x   1.00013312  =   1.00013773
 DD3553
 DD3553                          SUPERSEDED SURVEY CONTROL
 DD3553
 DD3553  NAD 83(1986)-  33 46 48.28302(N)    078 45 15.08945(W) AD(       ) 2
 DD3553  NAD 83(1986)-  33 46 48.28970(N)    078 45 15.09488(W) AD(       ) 3
 DD3553  NGVD 29 (11/30/89)    5.84   (m)           19.2    (f) LEVELING    3  
 DD3553
 DD3553.Superseded values are not recommended for survey control.
 DD3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3553.See file dsdata.txt to determine how the superseded data were derived.
 DD3553
 DD3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0794940038(NAD 83)
 DD3553_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3553_SETTING: 0 = UNSPECIFIED SETTING
 DD3553_STAMPING: 5570 1987
 DD3553_MARK LOGO: SCCC  
 DD3553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3553+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3553
 DD3553  HISTORY     - Date     Condition        Report By
 DD3553  HISTORY     - 1987     MONUMENTED       SCCC
 DD3553
 DD3553                          STATION DESCRIPTION
 DD3553
 DD3553'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3553'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND LAKE
 DD3553'ARROWHEAD ROAD (S-26-469), CONTINUE SOUTHEAST FOR (1.15 MI) TO A CURVE
 DD3553'NORTHWEST AND SOUTHWEST, CONTINUE SOUTHEAST ALONG THE DIRT PUBLIC
 DD3553'BEACH ACCESS TO THE INTERSECTION WITH THE ATLANTIC OCEAN, CONTINUE
 DD3553'NORTHEAST ALONG THE BEACH FOR (2.10 MI) TO THE STATION ON THE LEFT
 DD3553'LOCATED ON TOP OF THE HIGHEST DUNE.
 DD3553'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3553'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3553'PROJECTING (0.5 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4559 ***********************************************************************
 DD4559  DESIGNATION -  5570 B
 DD4559  PID         -  DD4559
 DD4559  STATE/COUNTY-  SC/HORRY
 DD4559  USGS QUAD   -  HAND (1984)
 DD4559
 DD4559                         *CURRENT SURVEY CONTROL
 DD4559  ___________________________________________________________________
 DD4559* NAD 83(2001)-  33 46 48.85229(N)    078 45 14.88047(W)     ADJUSTED  
 DD4559* NAVD 88     -         2.290  (meters)       7.51   (feet)  ADJUSTED  
 DD4559  ___________________________________________________________________
 DD4559  X           -   1,034,934.407 (meters)                     COMP
 DD4559  Y           -  -5,204,929.031 (meters)                     COMP
 DD4559  Z           -   3,526,193.548 (meters)                     COMP
 DD4559  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DD4559  ELLIP HEIGHT-         -32.58  (meters)          (03/27/03) GPS OBS
 DD4559  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 DD4559  DYNAMIC HT  -           2.288 (meters)       7.51  (feet)  COMP
 DD4559  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 DD4559
 DD4559  HORZ ORDER  -  SECOND
 DD4559  VERT ORDER  -  THIRD
 DD4559  ELLP ORDER  -  FOURTH    CLASS II
 DD4559
 DD4559.The horizontal coordinates were established by GPS observations
 DD4559.and adjusted by the National Geodetic Survey in March 2003..
 DD4559
 DD4559.The orthometric height was determined by differential leveling
 DD4559.and adjusted by the National Geodetic Survey in April 1995..
 DD4559
 DD4559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4559
 DD4559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4559
 DD4559.The ellipsoidal height was determined by GPS observations
 DD4559.and is referenced to NAD 83.
 DD4559
 DD4559.The geoid height was determined by GEOID03.
 DD4559
 DD4559.The dynamic height is computed by dividing the NAVD 88
 DD4559.geopotential number by the normal gravity value computed on the
 DD4559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4559.degrees latitude (g = 980.6199 gals.).
 DD4559
 DD4559.The modeled gravity was interpolated from observed gravity values.
 DD4559
 DD4559;                    North         East     Units Scale Factor Converg.
 DD4559;SPC SC       -   218,163.302   817,557.781   MT  0.99979552   +1 14 42.4
 DD4559;SPC SC       -   715,758.86  2,682,276.18   iFT  0.99979552   +1 14 42.4
 DD4559;UTM  17      - 3,740,056.304   707,953.968   MT  1.00013315   +1 14 57.0
 DD4559
 DD4559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4559!SPC SC       -   1.00000511  x   0.99979552  =   0.99980063
 DD4559!UTM  17      -   1.00000511  x   1.00013315  =   1.00013827
 DD4559
 DD4559                          SUPERSEDED SURVEY CONTROL
 DD4559
 DD4559  NAD 83(1995)-  33 46 48.85248(N)    078 45 14.88013(W) AD(       ) 2
 DD4559  ELLIP H (12/20/99)  -32.59   (m)                       GP(       ) 4 1
 DD4559  NAD 83(1986)-  33 46 48.86102(N)    078 45 14.88703(W) AD(       ) 2
 DD4559  NGVD 29 (05/09/91)    2.603  (m)            8.54   (f) ADJUSTED    3 0
 DD4559
 DD4559.Superseded values are not recommended for survey control.
 DD4559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4559.See file dsdata.txt to determine how the superseded data were derived.
 DD4559
 DD4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0795440056(NAD 83)
 DD4559_MARKER: DD = SURVEY DISK
 DD4559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4559_SP_SET: ALUMINUM ALLOY ROD
 DD4559_STAMPING: 5570 B 1990
 DD4559_MARK LOGO: SCCC  
 DD4559_PROJECTION: PROJECTING 20 CENTIMETERS
 DD4559_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4559+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 DD4559_ROD/PIPE-DEPTH: 13.2 meters
 DD4559
 DD4559  HISTORY     - Date     Condition        Report By
 DD4559  HISTORY     - 1990     MONUMENTED       NGS
 DD4559  HISTORY     - 19970728 GOOD             SCGS
 DD4559
 DD4559                          STATION DESCRIPTION
 DD4559
 DD4559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4559'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 DD4559'BUSINESS AND LAKE ARROWHEAD ROAD (S-26-469), GO SOUTHEAST ON LAKE
 DD4559'ARROWHEAD ROAD FOR 1.92 KM (1.19 MI) TO THE INTERSECTION OF SHORE
 DD4559'DRIVE ON THE RIGHT, CONTINUE AHEAD DOWN NARROW SAND ACCESS ROAD TO
 DD4559'THE ATLANTIC OCEAN, TURN LEFT, NORTHEAST, ALONG OCEAN AND GO 3.36 KM
 DD4559'(2.09 MI) , TURN LEFT FOR 0.08 KM (0.05 MI) TOWARD SAND FENCE AND A
 DD4559'GAP BETWEEN TWO DUNES AND THE STATION AHEAD, AT BRIARCLIFF ACRES.
 DD4559'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191,
 DD4559'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD4559'THE STATION IS LOCATED 25.0 M (82.0 FT) NORTHWEST OF THE SOUTHEAST
 DD4559'MOST EDGE OF FENCE, 12.3 M (40.4 FT) NORTH OF A LARGE BUSH ON TOP OF
 DD4559'THE SOUTHWEST DUNE, 4.3 M (14.1 FT) SOUTH OF THE TREE LINE AND 0.3 M
 DD4559'(1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 DD4559
 DD4559                          STATION RECOVERY (1997)
 DD4559
 DD4559'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD4559'STATION IS LOCATED 6.5 MILES (10.5 KM) SOUTHWEST OF NORTH MYRTLE
 DD4559'BEACH, 17.35 MILES (27.92 KM) EAST OF CONWAY.  OWNERSHIP--SOUTH
 DD4559'CAROLINA COASTAL COUNCIL, 1601 OAK STREET, MYRTLE BEACH, SC
 DD4559'29577-3579, PHONE 803-626-7217.  TO REACH THE STATION FROM THE
 DD4559'JUNCTION OF U.S.  HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS
 DD4559'(NORTH KINGS HIGHWAY) , 6.8 MILES (10.9 KM) NORTHEAST OF MYRTLE BEACH,
 DD4559'GO NORTHEAST ON HIGHWAY 17 FOR 1.35 MILES (2.17 KM) TO THE JUNCTION OF
 DD4559'STATE ROAD 831 (CHESTNUT ROAD) , TURN RIGHT ON ROAD 831 FOR 0.75 MILE
 DD4559'(1.21 KM) TO THE JUNCTION OF STATE ROAD 559 (KINGS ROAD) , TURN RIGHT
 DD4559'ON ROAD 559 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 773
 DD4559'(KINGSTON ROAD) , TURN LEFT ON ROAD 773 FOR 0.35 MILE (0.56 KM) TO A
 DD4559'CROSSROAD (LAKESHORE ROAD) , CONTINUE AHEAD ON ROAD 773 FOR 0.15 MILES
 DD4559'(0.24 KM) TO THE BEACH, TURN LEFT ON THE BEACH FOR 1.4 MILES (2.3 KM)
 DD4559'TO THE STATION ON THE LEFT BEHIND THE SECOND ROW DUNE.  STATION IS A
 DD4559'DISK ATTACHED TO AN ALUMINUM ALLOY ROD RECESSED 0.3 FOOT (9.1 CM) AND
 DD4559'3.5 FEET (1.1 M) BELOW THE SECOND ROW DONE, 40.0 FEET (12.2 M) NORTH
 DD4559'NORTHEAST OF A O.8 FOOT CEDAR TREE (APPEARS TO BE DYING) WITH A SCGS
 DD4559'REFERENCE WASHER ATTACHED, 75.0 FEET (22.9 M) NORTH NORTHWEST OF A
 DD4559'FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 62.7 FEET (19.1 M)
 DD4559'NORTHWEST OF A TWO INCH PVC PIPE POJECTING ONE FOOT, 0.8 FOOT (24.4
 DD4559'CM) SOUTHWEST OF A WITNESS POST. RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3554 ***********************************************************************
 DD3554  DESIGNATION -  5580
 DD3554  PID         -  DD3554
 DD3554  STATE/COUNTY-  SC/HORRY
 DD3554  USGS QUAD   -  WAMPEE (1990)
 DD3554
 DD3554                         *CURRENT SURVEY CONTROL
 DD3554  ___________________________________________________________________
 DD3554* NAD 83(2001)-  33 47 03.32038(N)    078 44 49.89311(W)     ADJUSTED  
 DD3554* NAVD 88     -         5.304  (meters)      17.40   (feet)  ADJUSTED  
 DD3554  ___________________________________________________________________
 DD3554  X           -   1,035,517.055 (meters)                     COMP
 DD3554  Y           -  -5,204,562.964 (meters)                     COMP
 DD3554  Z           -   3,526,565.720 (meters)                     COMP
 DD3554  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DD3554  ELLIP HEIGHT-         -29.58  (meters)          (03/27/03) GPS OBS
 DD3554  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 DD3554  DYNAMIC HT  -           5.299 (meters)      17.39  (feet)  COMP
 DD3554  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 DD3554
 DD3554  HORZ ORDER  -  SECOND
 DD3554  VERT ORDER  -  THIRD
 DD3554  ELLP ORDER  -  FOURTH    CLASS II
 DD3554
 DD3554.The horizontal coordinates were established by GPS observations
 DD3554.and adjusted by the National Geodetic Survey in March 2003..
 DD3554
 DD3554.The orthometric height was determined by differential leveling
 DD3554.and adjusted by the National Geodetic Survey in April 1995..
 DD3554
 DD3554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3554
 DD3554.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3554
 DD3554.The ellipsoidal height was determined by GPS observations
 DD3554.and is referenced to NAD 83.
 DD3554
 DD3554.The geoid height was determined by GEOID03.
 DD3554
 DD3554.The dynamic height is computed by dividing the NAVD 88
 DD3554.geopotential number by the normal gravity value computed on the
 DD3554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3554.degrees latitude (g = 980.6199 gals.).
 DD3554
 DD3554.The modeled gravity was interpolated from observed gravity values.
 DD3554
 DD3554;                    North         East     Units Scale Factor Converg.
 DD3554;SPC SC       -   218,622.865   818,190.666   MT  0.99979566   +1 14 56.2
 DD3554;SPC SC       -   717,266.62  2,684,352.58   iFT  0.99979566   +1 14 56.2
 DD3554;UTM  17      - 3,740,516.068   708,587.035   MT  1.00013640   +1 15 11.4
 DD3554
 DD3554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3554!SPC SC       -   1.00000464  x   0.99979566  =   0.99980030
 DD3554!UTM  17      -   1.00000464  x   1.00013640  =   1.00014104
 DD3554
 DD3554                          SUPERSEDED SURVEY CONTROL
 DD3554
 DD3554  NAD 83(1995)-  33 47 03.32056(N)    078 44 49.89277(W) AD(       ) 2
 DD3554  ELLIP H (12/20/99)  -29.59   (m)                       GP(       ) 4 1
 DD3554  NAD 83(1986)-  33 47 03.32909(N)    078 44 49.89966(W) AD(       ) 2
 DD3554  NAD 83(1986)-  33 47 03.33645(N)    078 44 49.90564(W) AD(       ) 3
 DD3554  NGVD 29 (05/09/91)    5.618  (m)           18.43   (f) ADJUSTED    3 0
 DD3554
 DD3554.Superseded values are not recommended for survey control.
 DD3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3554.See file dsdata.txt to determine how the superseded data were derived.
 DD3554
 DD3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0858740516(NAD 83)
 DD3554_MARKER: P = PIPE CAP
 DD3554_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD3554_STAMPING: 5580 1987
 DD3554_MARK LOGO: SCCC  
 DD3554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3554+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 DD3554
 DD3554  HISTORY     - Date     Condition        Report By
 DD3554  HISTORY     - 1987     MONUMENTED       SCCC
 DD3554  HISTORY     - 19900918 GOOD             NGS
 DD3554  HISTORY     - 19970728 GOOD             SCGS
 DD3554
 DD3554                          STATION DESCRIPTION
 DD3554
 DD3554'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3554'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND LAKE
 DD3554'ARROWHEAD ROAD (S-26-469), CONTINUE SOUTHEAST FOR (1.15 MI) TO A CURVE
 DD3554'NORTHWEST AND SOUTHWEST, CONTINUE SOUTHEAST ALONG THE DIRT PUBLIC
 DD3554'BEACH ACCESS TO THE INTERSECTION WITH THE ATLANTIC OCEAN, CONTINUE
 DD3554'NORTHEAST ALONG THE BEACH FOR (2.60 MI) TO THE STATION ON THE LEFT
 DD3554'LOCATED ON TOP OF THE HIGHEST DUNE.
 DD3554'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3554'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3554'PROJECTING (0.5 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3554
 DD3554                          STATION RECOVERY (1990)
 DD3554
 DD3554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3554'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND LAKE
 DD3554'ARROWHEAD ROAD, JUST SOUTH OF NORTH MYRTLE BEACH, GO SOUTHEAST ON
 DD3554'LAKE ARROWHEAD ROAD FOR 1.92 KM (1.19 MI) TO WHERE THE ROAD CURVES TO
 DD3554'THE RIGHT AND A NARROW SAND ACCESS ROAD CONTINUES STRAIGHT AHEAD.
 DD3554'CONTINUE AHEAD ON SAND ROAD TO THE BEACH, TURN LEFT AND GO NORTHEAST
 DD3554'ALONG BEACH FOR 4.18 KM (2.60 MI) TO THE STATION ON THE LEFT ON TOP
 DD3554'OF A SAND DUNE.
 DD3554'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3554'SC 29202, PHONE 803-737-1314.
 DD3554'THE STATION MARK IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP
 DD3554'OF A 2-FOOT LONG, 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE THAT
 DD3554'PROJECTS 20 CM AND IS SURROUNDED BY CONCRETE.  LOCATED 37.0 M
 DD3554'(121.4 FT) NORTH OF HIGH TIDE MARK AND 0.5 M (1.6 FT) SOUTHWEST OF A
 DD3554'WHITE PVC PIPE WITNESS POST.
 DD3554
 DD3554                          STATION RECOVERY (1997)
 DD3554
 DD3554'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3554'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTHWEST OF NORTH MYRTLE BEACH,
 DD3554'17.65 MILES (28.40 KM) EAST OF CONWAY.  OWNERSHIP--SOUTH CAROLINA
 DD3554'COASTAL COUNCIL, 1601 OAK STREET, MYRTLE BEACH, SC 29577-3579, PHONE
 DD3554'803-626-7217.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 DD3554'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (NORTH KINGS
 DD3554'HIGHWAY) , 6.8 MILES (10.9 KM) NORTHEAST OF MYRTLE BEACH, GO NORTHEAST
 DD3554'ON HIGHWAY 17 FOR 1.35 MILES (2.17 KM) TO THE JUNCTION OF STATE ROAD
 DD3554'831 (CHESTNUT ROAD) , TURN RIGHT ON ROAD 831 FOR 0.75 MILE (1.21 KM)
 DD3554'TO THE JUNCTION OF STATE ROAD 559 (KINGS ROAD) , TURN RIGHT ON ROAD
 DD3554'559 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 773
 DD3554'(KINGSTON ROAD) , TURN LEFT ON ROAD 773 FOR 0.35 MILE (0.56 KM) TO A
 DD3554'CROSSROAD (LAKE SHORE DRIVE) , CONTINUE AHEAD ON ROAD 773 FOR 0.15
 DD3554'MILE (0.24 KM) TO THE BEACH, TURN LEFT ON THE BEACH FOR 1.9 MILES (3.1
 DD3554'KM) TO THE STATION ON THE LEFT ON THE HIGHEST POINT OF THE SECOND ROW
 DD3554'DUNE.  STATION IS A IMBEDDED IN THE GROUND PROJECTING 0.7 FOOT,108.7
 DD3554'FEET NORTH OF A FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 1.5
 DD3554'FEET (0.5 M) WEST OF ONE AND ONE-HALF INCH PVC PIPE PROJECTING 3.5
 DD3554'FEET, (1.1 M) 1.3 FEET (0.4 M) SOUTH SOUTHEAST OF A WITNESS POST.
 DD3554'RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3555 ***********************************************************************
 DD3555  DESIGNATION -  5590
 DD3555  PID         -  DD3555
 DD3555  STATE/COUNTY-  SC/HORRY
 DD3555  USGS QUAD   -  WAMPEE (1990)
 DD3555
 DD3555                         *CURRENT SURVEY CONTROL
 DD3555  ___________________________________________________________________
 DD3555* NAD 83(2001)-  33 47 14.45813(N)    078 44 26.45419(W)     ADJUSTED  
 DD3555* NAVD 88     -         5.17   (+/-2cm)      17.0    (feet)  VERTCON   
 DD3555  ___________________________________________________________________
 DD3555  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DD3555  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DD3555
 DD3555  HORZ ORDER  -  SECOND
 DD3555  VERT ORDER  -  THIRD ? (See Below)
 DD3555
 DD3555.The horizontal coordinates were established by classical geodetic methods
 DD3555.and adjusted by the National Geodetic Survey in March 2004..
 DD3555
 DD3555.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3555.The vertical order pertains to the NGVD 29 superseded value.
 DD3555
 DD3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3555
 DD3555.The geoid height was determined by GEOID03.
 DD3555
 DD3555;                    North         East     Units Scale Factor Converg.
 DD3555;SPC SC       -   218,979.034   818,785.915   MT  0.99979577   +1 15 09.2
 DD3555;SPC SC       -   718,435.15  2,686,305.50   iFT  0.99979577   +1 15 09.2
 DD3555;UTM  17      - 3,740,872.404   709,182.462   MT  1.00013946   +1 15 24.8
 DD3555
 DD3555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3555!SPC SC       -   1.00000467  x   0.99979577  =   0.99980044
 DD3555!UTM  17      -   1.00000467  x   1.00013946  =   1.00014413
 DD3555
 DD3555                          SUPERSEDED SURVEY CONTROL
 DD3555
 DD3555  NAD 83(1986)-  33 47 14.46681(N)    078 44 26.46068(W) AD(       ) 2
 DD3555  NAD 83(1986)-  33 47 14.47472(N)    078 44 26.46703(W) AD(       ) 3
 DD3555  NGVD 29 (11/30/89)    5.49   (m)           18.0    (f) LEVELING    3  
 DD3555
 DD3555.Superseded values are not recommended for survey control.
 DD3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3555.See file dsdata.txt to determine how the superseded data were derived.
 DD3555
 DD3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0918240872(NAD 83)
 DD3555_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3555_SETTING: 0 = UNSPECIFIED SETTING
 DD3555_STAMPING: 5590 1987
 DD3555_MARK LOGO: SCCC  
 DD3555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3555+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3555
 DD3555  HISTORY     - Date     Condition        Report By
 DD3555  HISTORY     - 1987     MONUMENTED       SCCC
 DD3555
 DD3555                          STATION DESCRIPTION
 DD3555
 DD3555'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3555'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND LAKE
 DD3555'ARROWHEAD ROAD (S-26-469), CONTINUE SOUTHEAST FOR (1.15 MI) TO A CURVE
 DD3555'NORTHWEST AND SOUTHWEST, CONTINUE SOUTHEAST ALONG THE DIRT PUBLIC
 DD3555'BEACH ACCESS TO THE INTERSECTION WITH THE ATLANTIC OCEAN, CONTINUE
 DD3555'NORTHEAST ALONG THE BEACH FOR (3.05 MI) TO THE STATION ON THE LEFT
 DD3555'LOCATED ON TOP OF THE DUNES.
 DD3555'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3555'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3555'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4558 ***********************************************************************
 DD4558  DESIGNATION -  5590 A
 DD4558  PID         -  DD4558
 DD4558  STATE/COUNTY-  SC/HORRY
 DD4558  USGS QUAD   -  WAMPEE (1990)
 DD4558
 DD4558                         *CURRENT SURVEY CONTROL
 DD4558  ___________________________________________________________________
 DD4558* NAD 83(2001)-  33 47 15.60760(N)    078 44 27.52794(W)     ADJUSTED  
 DD4558* NAVD 88     -         3.524  (meters)      11.56   (feet)  ADJUSTED  
 DD4558  ___________________________________________________________________
 DD4558  X           -   1,036,039.982 (meters)                     COMP
 DD4558  Y           -  -5,204,242.723 (meters)                     COMP
 DD4558  Z           -   3,526,879.367 (meters)                     COMP
 DD4558  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DD4558  ELLIP HEIGHT-         -31.37  (meters)          (03/27/03) GPS OBS
 DD4558  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DD4558  DYNAMIC HT  -           3.520 (meters)      11.55  (feet)  COMP
 DD4558  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 DD4558
 DD4558  HORZ ORDER  -  SECOND
 DD4558  VERT ORDER  -  THIRD
 DD4558  ELLP ORDER  -  FOURTH    CLASS II
 DD4558
 DD4558.The horizontal coordinates were established by GPS observations
 DD4558.and adjusted by the National Geodetic Survey in March 2003..
 DD4558
 DD4558.The orthometric height was determined by differential leveling
 DD4558.and adjusted by the National Geodetic Survey in April 1995..
 DD4558
 DD4558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4558
 DD4558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4558
 DD4558.The ellipsoidal height was determined by GPS observations
 DD4558.and is referenced to NAD 83.
 DD4558
 DD4558.The geoid height was determined by GEOID03.
 DD4558
 DD4558.The dynamic height is computed by dividing the NAVD 88
 DD4558.geopotential number by the normal gravity value computed on the
 DD4558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4558.degrees latitude (g = 980.6199 gals.).
 DD4558
 DD4558.The modeled gravity was interpolated from observed gravity values.
 DD4558
 DD4558;                    North         East     Units Scale Factor Converg.
 DD4558;SPC SC       -   219,013.831   818,757.530   MT  0.99979578   +1 15 08.6
 DD4558;SPC SC       -   718,549.31  2,686,212.37   iFT  0.99979578   +1 15 08.6
 DD4558;UTM  17      - 3,740,907.211   709,154.064   MT  1.00013932   +1 15 24.2
 DD4558
 DD4558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4558!SPC SC       -   1.00000492  x   0.99979578  =   0.99980070
 DD4558!UTM  17      -   1.00000492  x   1.00013932  =   1.00014425
 DD4558
 DD4558|---------------------------------------------------------------------|
 DD4558| PID    Reference Object                     Distance      Geod. Az  |
 DD4558|                                                           dddmmss.s |
 DD4558| DD4557 5650 B                              331.956 METERS 05941     |
 DD4558|---------------------------------------------------------------------|
 DD4558
 DD4558                          SUPERSEDED SURVEY CONTROL
 DD4558
 DD4558  NAD 83(1995)-  33 47 15.60777(N)    078 44 27.52760(W) AD(       ) 2
 DD4558  ELLIP H (12/20/99)  -31.38   (m)                       GP(       ) 4 1
 DD4558  NAD 83(1986)-  33 47 15.61631(N)    078 44 27.53449(W) AD(       ) 2
 DD4558  NGVD 29 (05/09/91)    3.837  (m)           12.59   (f) ADJUSTED    3 0
 DD4558
 DD4558.Superseded values are not recommended for survey control.
 DD4558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4558.See file dsdata.txt to determine how the superseded data were derived.
 DD4558
 DD4558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0915440907(NAD 83)
 DD4558_MARKER: DD = SURVEY DISK
 DD4558_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4558_SP_SET: ALUMINUM ALLOY ROD
 DD4558_STAMPING: 5590 A 1990
 DD4558_MARK LOGO: SCCC  
 DD4558_PROJECTION: PROJECTING 15 CENTIMETERS
 DD4558_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4558+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4558_ROD/PIPE-DEPTH: 8.2  meters
 DD4558
 DD4558  HISTORY     - Date     Condition        Report By
 DD4558  HISTORY     - 1990     MONUMENTED       NGS
 DD4558
 DD4558                          STATION DESCRIPTION
 DD4558
 DD4558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4558'AND 48TH AVE. SOUTH IN THE SOUTHWEST PART OF NORTH MYRTLE BEACH, GO
 DD4558'1.05 KM (0.65 MI) SOUTHEAST ON 48TH AVE. NORTH TO OCEAN BLVD., TURN
 DD4558'LEFT (NORTHEAST) FOR 0.25 KM (0.16 MI) ON OCEAN BLVD. TO A BEACH
 DD4558'ACCESS ROAD ON THE RIGHT, BETWEEN THE SUMMIT AND WATER POINT RESORTS.
 DD4558'TURN RIGHT (SOUTHEAST) ON SAND ACCESS ROAD FOR 0.08 KM (0.05 MI) TO
 DD4558'THE BEACH, TURN RIGHT (SOUTHWEST) ON BEACH FOR 0.95 KM (0.59 MI) TO A
 DD4558'STREAM INLET CROSSING THE BEACH, CONTINUE ACROSS THE STREAM AND TURN
 DD4558'RIGHT (NORTH) FOLLOWING THE WEST SIDE OF THE STREAM FOR 0.15 KM
 DD4558'(0.09 MI) TO THE SAND DUNES, TURN LEFT (SOUTHWEST) AND GO 0.15 KM
 DD4558'(0.09 MI) ALONG THE SOUTHEAST SIDE OF THE GRASSY DUNES TO THE STATION
 DD4558'ON THE RIGHT,  42.3 M (138.8 FT) NORTHWEST OF THE TOP OF MAN
 DD4558'MADE DUNE, 12.1 M (39.7 FT) SOUTH-SOUTHWEST OF A 8 FT (2.4 M)
 DD4558'EVERGREEN BUSH ON THE NORTHWEST SIDE OF DUNES AND 0.15 M (0.49 FT)
 DD4558'SOUTHEAST OF A FIBERGLASS WITNESS POST.  NOTE--MUST HAVE LOW TIDE TO
 DD4558'GAIN ACCESS TO THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2090 ***********************************************************************
 DD2090  DESIGNATION -  56 38 MEA
 DD2090  PID         -  DD2090
 DD2090  STATE/COUNTY-  SC/HORRY
 DD2090  USGS QUAD   -  DONGOLA (1980)
 DD2090
 DD2090                         *CURRENT SURVEY CONTROL
 DD2090  ___________________________________________________________________
 DD2090* NAD 83(1986)-  33 50 13.     (N)    079 12 26.     (W)     SCALED    
 DD2090* NAVD 88     -        16.826  (meters)      55.20   (feet)  ADJUSTED  
 DD2090  ___________________________________________________________________
 DD2090  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DD2090  DYNAMIC HT  -          16.809 (meters)      55.15  (feet)  COMP
 DD2090  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 DD2090
 DD2090  VERT ORDER  -  FIRST     CLASS II
 DD2090
 DD2090.The horizontal coordinates were scaled from a topographic map and have
 DD2090.an estimated accuracy of +/- 6 seconds.
 DD2090
 DD2090.The orthometric height was determined by differential leveling
 DD2090.and adjusted by the National Geodetic Survey in June 1991..
 DD2090
 DD2090.The geoid height was determined by GEOID03.
 DD2090
 DD2090.The dynamic height is computed by dividing the NAVD 88
 DD2090.geopotential number by the normal gravity value computed on the
 DD2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2090.degrees latitude (g = 980.6199 gals.).
 DD2090
 DD2090.The modeled gravity was interpolated from observed gravity values.
 DD2090
 DD2090;                    North         East    Units  Estimated Accuracy
 DD2090;SPC SC       -   223,630.      775,500.      MT  (+/- 180 meters Scaled)
 DD2090
 DD2090                          SUPERSEDED SURVEY CONTROL
 DD2090
 DD2090  NGVD 29 (03/21/89)   17.131  (m)           56.20   (f) ADJUSTED    1 2
 DD2090
 DD2090.Superseded values are not recommended for survey control.
 DD2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2090.See file dsdata.txt to determine how the superseded data were derived.
 DD2090
 DD2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT658455(NAD 83)
 DD2090_MARKER: DD = SURVEY DISK
 DD2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2090_SP_SET: CONCRETE POST
 DD2090_STAMPING: 56 38 MEA 1984
 DD2090_MARK LOGO: USGS  
 DD2090_PROJECTION: PROJECTING 1 CENTIMETERS
 DD2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2090
 DD2090  HISTORY     - Date     Condition        Report By
 DD2090  HISTORY     - 1984     MONUMENTED       USGS
 DD2090  HISTORY     - 1986     GOOD             SCGS
 DD2090
 DD2090                          STATION DESCRIPTION
 DD2090
 DD2090'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2090'14.2 KM (8.8 MI) WEST FROM CONWAY.
 DD2090'1.3 KM (0.8 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2090'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2090'TO THE JUNCTION OF U.S. HIGHWAY 501 (CHURCH STREET), CONTINUE 14.15
 DD2090'KM (8.8 MI) WESTERLY ALONG HIGHWAY 378, SET NEAR A FIVE FOOT POST
 DD2090'SUPPORTING TELEPHONE JUNCTION BOXES 9450 AND 9462, 10.9 METERS (35.8
 DD2090'FT) SOUTH OF THE CENTER OF THE HIGHWAY, 0.39 METERS (1.3 FT) SOUTH OF
 DD2090'THE POST, 10.85 METERS (35.6 FT) NORTHWEST OF A 14-INCH BLAZED PINE
 DD2090'TREE, 1.1 METERS (3.6 FT) EAST OF THE EXTENDED CENTER OF A TRACK ROAD
 DD2090'TO A LARGE POLE BARN, 18.3 METERS (60.0 FT) NORTH OF THE CENTER OF A
 DD2090'TRACK ROAD (OLD HIGHWAY 90).
 DD2090'THE MARK IS 0.29 METERS  N FROM  A WITNESS POST
 DD2090'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4109 ***********************************************************************
 EB4109  DESIGNATION -  56 HLZ
 EB4109  PID         -  EB4109
 EB4109  STATE/COUNTY-  SC/MARLBORO
 EB4109  USGS QUAD   -  SOCIETY HILL (1971)
 EB4109
 EB4109                         *CURRENT SURVEY CONTROL
 EB4109  ___________________________________________________________________
 EB4109* NAD 83(1986)-  34 32 28.     (N)    079 48 26.     (W)     SCALED    
 EB4109* NAVD 88     -        27.893  (meters)      91.51   (feet)  ADJUSTED  
 EB4109  ___________________________________________________________________
 EB4109  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EB4109  DYNAMIC HT  -          27.867 (meters)      91.43  (feet)  COMP
 EB4109  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 EB4109
 EB4109  VERT ORDER  -  FIRST     CLASS II
 EB4109
 EB4109.The horizontal coordinates were scaled from a topographic map and have
 EB4109.an estimated accuracy of +/- 6 seconds.
 EB4109
 EB4109.The orthometric height was determined by differential leveling
 EB4109.and adjusted by the National Geodetic Survey in June 1994..
 EB4109
 EB4109.The geoid height was determined by GEOID03.
 EB4109
 EB4109.The dynamic height is computed by dividing the NAVD 88
 EB4109.geopotential number by the normal gravity value computed on the
 EB4109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4109.degrees latitude (g = 980.6199 gals.).
 EB4109
 EB4109.The modeled gravity was interpolated from observed gravity values.
 EB4109
 EB4109;                    North         East    Units  Estimated Accuracy
 EB4109;SPC SC       -   300,920.      719,080.      MT  (+/- 180 meters Scaled)
 EB4109
 EB4109                          SUPERSEDED SURVEY CONTROL
 EB4109
 EB4109.No superseded survey control is available for this station.
 EB4109
 EB4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU094228(NAD 83)
 EB4109_MARKER: DD = SURVEY DISK
 EB4109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB4109_SP_SET: BRIDGE CURB
 EB4109_STAMPING: 56 HLZ 1970
 EB4109_MARK LOGO: USGS  
 EB4109_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB4109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB4109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4109+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 EB4109
 EB4109  HISTORY     - Date     Condition        Report By
 EB4109  HISTORY     - 1970     MONUMENTED       USGS
 EB4109  HISTORY     - 19930510 GOOD             SCGS
 EB4109  HISTORY     - 20010218 GOOD             USPSQD
 EB4109
 EB4109                          STATION DESCRIPTION
 EB4109
 EB4109'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4109'STATION IS LOCATED 3.2 MILES (5.1 KM) NORTHEAST OF SOCIETY HILL, 9.5
 EB4109'MILES (15.3 KM) SOUTHWEST OF BENNETTSVILLE, OWNERSHIP--SCDHPT,
 EB4109'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 EB4109'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EB4109'52, 15, 401 (NORTH MAIN STREET) AND STATE ROAD 133 (CHURCH STREET) IN
 EB4109'SOCIETY HILL, GO NORTHEAST ON HIGHWAYS 15 AND 401 FOR 1.4 MILES
 EB4109'(2.3 KM) TO THE CENTER OF THE BRIDGE OVER THE PEE DEE RIVER
 EB4109'(DARLINGTON/MARLBORO COUNTY LINE), CONTINUE ON HIGHWAYS 15 AND 401
 EB4109'FOR 1.8 MILE (2.9 KM) TO THE NORTHEAST END OF THE BRIDGE OVER A SWAMP
 EB4109'AND THE STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF THE BRIDGE.
 EB4109'STATION IS A DRILL MARK IN CURB OF BRIDGE AND 1.0 FOOT (0.3 M) ABOVE
 EB4109'THE HIGHWAY, 1.1 FEET (0.3 M) WEST SOUTHWEST OF THE NORTHEAST END OF
 EB4109'THE BRIDGE, 1.8 FEET (0.5 M) SOUTH SOUTHEAST OF THE EDGE OF THE CURB
 EB4109'OF THE BRIDGE, 3.3 FEET (1.0 M) WEST SOUTHWEST OF A WITNESS POST.
 EB4109'RECOVERED BY T. HALL.
 EB4109
 EB4109                          STATION RECOVERY (2001)
 EB4109
 EB4109'RECOVERY NOTE BY US POWER SQUADRON 2001 (PKH)
 EB4109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4557 ***********************************************************************
 DD4557  DESIGNATION -  5650 B
 DD4557  PID         -  DD4557
 DD4557  STATE/COUNTY-  SC/HORRY
 DD4557  USGS QUAD   -  WAMPEE (1990)
 DD4557
 DD4557                         *CURRENT SURVEY CONTROL
 DD4557  ___________________________________________________________________
 DD4557* NAD 83(2001)-  33 47 21.04565(N)    078 44 16.38861(W)     ADJUSTED  
 DD4557* NAVD 88     -         4.564  (meters)      14.97   (feet)  ADJUSTED  
 DD4557  ___________________________________________________________________
 DD4557  X           -   1,036,303.005 (meters)                     COMP
 DD4557  Y           -  -5,204,096.219 (meters)                     COMP
 DD4557  Z           -   3,527,019.190 (meters)                     COMP
 DD4557  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DD4557  ELLIP HEIGHT-         -30.34  (meters)          (03/27/03) GPS OBS
 DD4557  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DD4557  DYNAMIC HT  -           4.560 (meters)      14.96  (feet)  COMP
 DD4557  MODELED GRAV-     979,623.0   (mgal)                       NAVD 88
 DD4557
 DD4557  HORZ ORDER  -  SECOND
 DD4557  VERT ORDER  -  THIRD
 DD4557  ELLP ORDER  -  FOURTH    CLASS II
 DD4557
 DD4557.The horizontal coordinates were established by GPS observations
 DD4557.and adjusted by the National Geodetic Survey in March 2003..
 DD4557
 DD4557.The orthometric height was determined by differential leveling
 DD4557.and adjusted by the National Geodetic Survey in April 1995..
 DD4557
 DD4557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4557
 DD4557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4557
 DD4557.The ellipsoidal height was determined by GPS observations
 DD4557.and is referenced to NAD 83.
 DD4557
 DD4557.The geoid height was determined by GEOID03.
 DD4557
 DD4557.The dynamic height is computed by dividing the NAVD 88
 DD4557.geopotential number by the normal gravity value computed on the
 DD4557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4557.degrees latitude (g = 980.6199 gals.).
 DD4557
 DD4557.The modeled gravity was interpolated from observed gravity values.
 DD4557
 DD4557;                    North         East     Units Scale Factor Converg.
 DD4557;SPC SC       -   219,187.573   819,040.308   MT  0.99979583   +1 15 14.8
 DD4557;SPC SC       -   719,119.33  2,687,140.12   iFT  0.99979583   +1 15 14.8
 DD4557;UTM  17      - 3,741,081.035   709,436.926   MT  1.00014078   +1 15 30.6
 DD4557
 DD4557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4557!SPC SC       -   1.00000476  x   0.99979583  =   0.99980059
 DD4557!UTM  17      -   1.00000476  x   1.00014078  =   1.00014554
 DD4557
 DD4557|---------------------------------------------------------------------|
 DD4557| PID    Reference Object                     Distance      Geod. Az  |
 DD4557|                                                           dddmmss.s |
 DD4557| DD4558 5590 A                              331.956 METERS 23941     |
 DD4557|---------------------------------------------------------------------|
 DD4557
 DD4557                          SUPERSEDED SURVEY CONTROL
 DD4557
 DD4557  NAD 83(1995)-  33 47 21.04583(N)    078 44 16.38827(W) AD(       ) 2
 DD4557  ELLIP H (12/20/99)  -30.36   (m)                       GP(       ) 4 1
 DD4557  NAD 83(1986)-  33 47 21.05438(N)    078 44 16.39515(W) AD(       ) 2
 DD4557  NGVD 29 (05/09/91)    4.878  (m)           16.00   (f) ADJUSTED    3 0
 DD4557
 DD4557.Superseded values are not recommended for survey control.
 DD4557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4557.See file dsdata.txt to determine how the superseded data were derived.
 DD4557
 DD4557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0943741081(NAD 83)
 DD4557_MARKER: DD = SURVEY DISK
 DD4557_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4557_SP_SET: ALUMINUM ALLOY ROD
 DD4557_STAMPING: 5650 B 1990
 DD4557_MARK LOGO: SCCC  
 DD4557_PROJECTION: PROJECTING 15 CENTIMETERS
 DD4557_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4557+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4557_ROD/PIPE-DEPTH: 12.2 meters
 DD4557
 DD4557  HISTORY     - Date     Condition        Report By
 DD4557  HISTORY     - 1990     MONUMENTED       NGS
 DD4557
 DD4557                          STATION DESCRIPTION
 DD4557
 DD4557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4557'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS
 DD4557'AND 48TH AVE. SOUTH IN THE SOUTHWEST PART OF NORTH MYRTLE BEACH, GO
 DD4557'1.05 KM (0.65 MI) SOUTHEAST ON 48TH AVE. NORTH TO OCEAN BLVD., TURN
 DD4557'LEFT (NORTHEAST) FOR 0.25 KM (0.16 MI) ON OCEAN BLVD. TO A BEACH
 DD4557'ACCESS ROAD ON THE RIGHT, BETWEEN THE SUMMIT AND WATER POINT RESORTS.
 DD4557'TURN RIGHT (SOUTHEAST) ON SAND ACCESS ROAD FOR 0.08 KM (0.05 MI) TO
 DD4557'THE BEACH, TURN RIGHT (SOUTHWEST) ON BEACH FOR 0.65 KM (0.40 MI) TO A
 DD4557'WOOD WALKWAY LEADING NORTHWEST OVER THE DUNES AND THE STATION ON THE
 DD4557'RIGHT, ON TOP OF A 10 FT (3.0 M) HIGH DUNE.
 DD4557'THE STATION IS LOCATED 53.0 M (173.9 FT) NORTHWEST OF THE HIGH WATER
 DD4557'LINE, 21.8 M (71.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE WALKWAY
 DD4557'AND 10.0 M (32.8 FT) SOUTHEAST OF THE HIGHWATER LINE OF WHITE POINT
 DD4557'SWASH (CREEK).  NOTE--MUST HAVE LOW TIDE TO GAIN ACCESS TO THIS
 DD4557'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1032 ***********************************************************************
 DD1032  DESIGNATION -  57 31 MEA
 DD1032  PID         -  DD1032
 DD1032  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1032  USGS QUAD   -  SALTERS (1990)
 DD1032
 DD1032                         *CURRENT SURVEY CONTROL
 DD1032  ___________________________________________________________________
 DD1032* NAD 83(1986)-  33 31 38.     (N)    079 46 15.     (W)     SCALED    
 DD1032* NAVD 88     -        16.901  (meters)      55.45   (feet)  ADJUSTED  
 DD1032  ___________________________________________________________________
 DD1032  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DD1032  DYNAMIC HT  -          16.883 (meters)      55.39  (feet)  COMP
 DD1032  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 DD1032
 DD1032  VERT ORDER  -  FIRST     CLASS II
 DD1032
 DD1032.The horizontal coordinates were scaled from a topographic map and have
 DD1032.an estimated accuracy of +/- 6 seconds.
 DD1032
 DD1032.The orthometric height was determined by differential leveling
 DD1032.and adjusted by the National Geodetic Survey in June 1991..
 DD1032
 DD1032.The geoid height was determined by GEOID03.
 DD1032
 DD1032.The dynamic height is computed by dividing the NAVD 88
 DD1032.geopotential number by the normal gravity value computed on the
 DD1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1032.degrees latitude (g = 980.6199 gals.).
 DD1032
 DD1032.The modeled gravity was interpolated from observed gravity values.
 DD1032
 DD1032;                    North         East    Units  Estimated Accuracy
 DD1032;SPC SC       -   188,530.      723,760.      MT  (+/- 180 meters Scaled)
 DD1032
 DD1032                          SUPERSEDED SURVEY CONTROL
 DD1032
 DD1032  NGVD 29 (03/21/89)   17.199  (m)           56.43   (f) ADJUSTED    1 2
 DD1032
 DD1032.Superseded values are not recommended for survey control.
 DD1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1032.See file dsdata.txt to determine how the superseded data were derived.
 DD1032
 DD1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT141104(NAD 83)
 DD1032_MARKER: DB = BENCH MARK DISK
 DD1032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1032_SP_SET: SMALL BRIDGE
 DD1032_STAMPING: 57 31 MEA 1981
 DD1032_MARK LOGO: USGS  
 DD1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1032+STABILITY: SURFACE MOTION
 DD1032
 DD1032  HISTORY     - Date     Condition        Report By
 DD1032  HISTORY     - 1981     MONUMENTED       USGS
 DD1032  HISTORY     - 1982     GOOD             SCGS
 DD1032
 DD1032                          STATION DESCRIPTION
 DD1032
 DD1032'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1032'12.6 KM (7.8 MI) SE FROM LANE.
 DD1032'9.4 KILOMETERS (5.85 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16
 DD1032'FROM THE POST OFFICE IN LANE, THENCE 3.0 KILOMETERS (1.9 MILES)
 DD1032'NORTHEAST ALONG COUNTY ROAD S-45-317, SET IN THE WEST RAILING
 DD1032'OF A CONCRETE CULVERT, SUPPORTED BY WOODEN PIERS.
 DD1032'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-45-317.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4693 ***********************************************************************
 DD4693  DESIGNATION -  57 MEA
 DD4693  PID         -  DD4693
 DD4693  STATE/COUNTY-  SC/WILLIAMSBURG
 DD4693  USGS QUAD   -  LAKE CITY WEST (1990)
 DD4693
 DD4693                         *CURRENT SURVEY CONTROL
 DD4693  ___________________________________________________________________
 DD4693* NAD 83(1986)-  33 49 36.     (N)    079 46 20.     (W)     SCALED    
 DD4693* NAVD 88     -        22.413  (meters)      73.53   (feet)  ADJUSTED  
 DD4693  ___________________________________________________________________
 DD4693  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DD4693  DYNAMIC HT  -          22.390 (meters)      73.46  (feet)  COMP
 DD4693  MODELED GRAV-     979,629.3   (mgal)                       NAVD 88
 DD4693
 DD4693  VERT ORDER  -  FIRST     CLASS II
 DD4693
 DD4693.The horizontal coordinates were scaled from a topographic map and have
 DD4693.an estimated accuracy of +/- 6 seconds.
 DD4693
 DD4693.The orthometric height was determined by differential leveling
 DD4693.and adjusted by the National Geodetic Survey in June 1994..
 DD4693
 DD4693.The geoid height was determined by GEOID03.
 DD4693
 DD4693.The dynamic height is computed by dividing the NAVD 88
 DD4693.geopotential number by the normal gravity value computed on the
 DD4693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4693.degrees latitude (g = 980.6199 gals.).
 DD4693
 DD4693.The modeled gravity was interpolated from observed gravity values.
 DD4693
 DD4693;                    North         East    Units  Estimated Accuracy
 DD4693;SPC SC       -   221,730.      723,230.      MT  (+/- 180 meters Scaled)
 DD4693
 DD4693                          SUPERSEDED SURVEY CONTROL
 DD4693
 DD4693.No superseded survey control is available for this station.
 DD4693
 DD4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT136436(NAD 83)
 DD4693_MARKER: DD = SURVEY DISK
 DD4693_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD4693_SP_SET: CULVERT HEADWALL
 DD4693_STAMPING: 75 57 MEA 1981
 DD4693_MARK LOGO: USGS  
 DD4693_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4693+STABILITY: SURFACE MOTION
 DD4693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4693+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1993
 DD4693
 DD4693  HISTORY     - Date     Condition        Report By
 DD4693  HISTORY     - 1981     MONUMENTED       USGS
 DD4693  HISTORY     - 19930331 GOOD             SCGS
 DD4693
 DD4693                          STATION DESCRIPTION
 DD4693
 DD4693'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DD4693'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTH SOUTHWEST OF LAKE CITY,
 DD4693'2.7 MILES (4.3 KM) NORTH OF CADES. OWNERSHIP--SCDOT, DIRECTOR OF
 DD4693'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD4693'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD4693'378, STATE HIGHWAY 341 (WEST MAIN STREET) AND U.S. HIGHWAY 52 (RON
 DD4693'MCNAIR BOULEVARD) IN LAKE CITY, GO SOUTH SOUTHWEST ON HIGHWAY 52 FOR
 DD4693'2.85 MILES (4.59 KM) TO THE WILLIAMSBURG COUNTY LINE, CONTINUE ON
 DD4693'HIGHWAY 52 FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE LEFT IN THE
 DD4693'CENTER OF THE NORTH HEADWALL OF A BOX CULVERT FOR SMITH SWAMP.
 DD4693'STATION IS A DRILL MARK IN THE HEADWALL AND LEVEL WITH THE HIGHWAY,
 DD4693'22.5 FEET (6.9 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD4693'HIGHWAY, 20.9 FEET (6.4 M) SOUTH OF THE NORTH END OF THE HEADWALL,
 DD4693'19.5 FEET (5.9 M) NORTH OF THE SOUTH END OF THE HEADWALL, 21.0 FEET
 DD4693'(6.4 M) NORTH NORTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3556 ***********************************************************************
 DD3556  DESIGNATION -  5700
 DD3556  PID         -  DD3556
 DD3556  STATE/COUNTY-  SC/HORRY
 DD3556  USGS QUAD   -  WAMPEE (1990)
 DD3556
 DD3556                         *CURRENT SURVEY CONTROL
 DD3556  ___________________________________________________________________
 DD3556* NAD 83(2001)-  33 47 31.95482(N)    078 43 56.57969(W)     ADJUSTED  
 DD3556* NAVD 88     -         2.122  (meters)       6.96   (feet)  ADJUSTED  
 DD3556  ___________________________________________________________________
 DD3556  X           -   1,036,765.860 (meters)                     COMP
 DD3556  Y           -  -5,203,811.343 (meters)                     COMP
 DD3556  Z           -   3,527,297.166 (meters)                     COMP
 DD3556  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DD3556  ELLIP HEIGHT-         -32.79  (meters)          (03/27/03) GPS OBS
 DD3556  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DD3556  DYNAMIC HT  -           2.120 (meters)       6.96  (feet)  COMP
 DD3556  MODELED GRAV-     979,623.8   (mgal)                       NAVD 88
 DD3556
 DD3556  HORZ ORDER  -  SECOND
 DD3556  VERT ORDER  -  THIRD
 DD3556  ELLP ORDER  -  FOURTH    CLASS II
 DD3556
 DD3556.The horizontal coordinates were established by GPS observations
 DD3556.and adjusted by the National Geodetic Survey in March 2003..
 DD3556
 DD3556.The orthometric height was determined by differential leveling
 DD3556.and adjusted by the National Geodetic Survey in April 1995..
 DD3556
 DD3556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3556
 DD3556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3556
 DD3556.The ellipsoidal height was determined by GPS observations
 DD3556.and is referenced to NAD 83.
 DD3556
 DD3556.The geoid height was determined by GEOID03.
 DD3556
 DD3556.The dynamic height is computed by dividing the NAVD 88
 DD3556.geopotential number by the normal gravity value computed on the
 DD3556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3556.degrees latitude (g = 980.6199 gals.).
 DD3556
 DD3556.The modeled gravity was interpolated from observed gravity values.
 DD3556
 DD3556;                    North         East     Units Scale Factor Converg.
 DD3556;SPC SC       -   219,534.708   819,542.307   MT  0.99979595   +1 15 25.8
 DD3556;SPC SC       -   720,258.23  2,688,787.10   iFT  0.99979595   +1 15 25.8
 DD3556;UTM  17      - 3,741,428.328   709,939.072   MT  1.00014337   +1 15 42.0
 DD3556
 DD3556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3556!SPC SC       -   1.00000515  x   0.99979595  =   0.99980110
 DD3556!UTM  17      -   1.00000515  x   1.00014337  =   1.00014852
 DD3556
 DD3556:                Primary Azimuth Mark                     Grid Az
 DD3556:SPC SC       -  5705                                     055 15 43.4
 DD3556:UTM  17      -  5705                                     055 15 27.2
 DD3556
 DD3556|---------------------------------------------------------------------|
 DD3556| PID    Reference Object                     Distance      Geod. Az  |
 DD3556|                                                           dddmmss.s |
 DD3556| DD3557 5705                                427.358 METERS 0563109.2 |
 DD3556|---------------------------------------------------------------------|
 DD3556
 DD3556                          SUPERSEDED SURVEY CONTROL
 DD3556
 DD3556  NAD 83(1995)-  33 47 31.95502(N)    078 43 56.57934(W) AD(       ) 2
 DD3556  ELLIP H (12/20/99)  -32.80   (m)                       GP(       ) 4 1
 DD3556  NAD 83(1986)-  33 47 31.96357(N)    078 43 56.58598(W) AD(       ) 2
 DD3556  NAD 83(1986)-  33 47 31.97178(N)    078 43 56.59270(W) AD(       ) 3
 DD3556  NGVD 29 (05/09/91)    2.435  (m)            7.99   (f) ADJUSTED    3 0
 DD3556
 DD3556.Superseded values are not recommended for survey control.
 DD3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3556.See file dsdata.txt to determine how the superseded data were derived.
 DD3556
 DD3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0993941428(NAD 83)
 DD3556_MARKER: P = PIPE CAP
 DD3556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD3556_STAMPING: 5700 1987
 DD3556_MARK LOGO: SCCC  
 DD3556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3556+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 DD3556
 DD3556  HISTORY     - Date     Condition        Report By
 DD3556  HISTORY     - 1987     MONUMENTED       SCCC
 DD3556  HISTORY     - 19900319 GOOD             NGS
 DD3556  HISTORY     - 19970730 GOOD             SCGS
 DD3556  HISTORY     - 20010331 GOOD             NGS
 DD3556
 DD3556                          STATION DESCRIPTION
 DD3556
 DD3556'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3556'THE STATION IS LOCATED IN THE CITY OF NORTH MYRTLE BEACH IN THE SOUTH
 DD3556'QUADRANT OF THE INTERSECTION OF OCEAN BOULEVARD AND 47TH AVENUE SOUTH.
 DD3556'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3556'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3556'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (5.2 FT)
 DD3556'NORTHEAST FROM SCPSA POWER POLE NUMBER 45237, (9.0 FT) WEST SOUTHWEST
 DD3556'FROM THE CORNER OF THE CONCRETE RETAINING WALL AROUND THE BUILDING
 DD3556'(THE SUMMIT HOTEL), (53.1 FT) NORTHWEST FROM THE NORTH CORNER OF THE
 DD3556'BUILDING (THE SUMMIT HOTEL).
 DD3556
 DD3556                          STATION RECOVERY (1990)
 DD3556
 DD3556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND 48TH
 DD3556'STREET SOUTH IN NORTH MYRTLE BEACH, GO SOUTHEAST ON 48TH AVENUE SOUTH
 DD3556'FOR 0.96 KM (0.60 MI) TO THE JUNCTION OF STATE HIGHWAY 65 (OCEAN
 DD3556'BOULEVARD).  TURN LEFT AND GO NORTHEAST ON OCEAN BOULEVARD FOR 0.32
 DD3556'KM (0.20 MI) TO MARK ON THE RIGHT AND 47TH AVENUE SOUTH ON THE LEFT.
 DD3556'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3556'SC 29202, PHONE 803-737-1314.
 DD3556'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD3556'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED BY
 DD3556'CONCRETE.  LOCATED 8.2 M (26.9 FT) SOUTHEAST OF THE CENTER OF OCEAN
 DD3556'BOULEVARD, 5.0 M (16.4 FT) SOUTH-SOUTHWEST OF THE EXTENDED CENTER OF
 DD3556'47TH AVENUE SOUTH, 1.5 M (4.9 FT) NORTHEAST FROM POWER POLE 45237 AND
 DD3556'0.3 M (1.0 FT) EAST FROM A WITNESS POST.
 DD3556
 DD3556                          STATION RECOVERY (1997)
 DD3556
 DD3556'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3556'STATION IS LOCATED 4.95 MILES (7.97 KM) SOUTHWEST OF NORTH MYRTLE
 DD3556'BEACH, 18.35 MILES (29.53 KM) EAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD3556'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3556'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3556'17 (HIGHWAY 17 SOUTH) AND STATE HIGHWAY 65 (27TH AVENUE SOUTH) , 3.5
 DD3556'MILES (5.6 KM) SOUTHWEST OF NORTH MYRTLE BEACH, GO WEST SOUTHWEST ON
 DD3556'HIGHWAY 17 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 92
 DD3556'(WINDY HILL ROAD) , TURN LEFT ON ROAD 92 FOR 0.55 MILE (0.89 KM) TO
 DD3556'THE JUNCTION OF STATE ROAD 324 (OCEAN BOULEVARD SOUTH) , TURN RIGHT ON
 DD3556'ROAD 324 FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 1253
 DD3556'(47TH AVENUE SOUTH) AND THE STATION ON THE RIGHT NEAR A POWER POLE IN
 DD3556'THE SOUTH ANGLE OF THE EXTENDED CENTER OF ROAD 1253. STATION IS A PIPE
 DD3556'IMBEDDED IN THE GROUND PROJECTING 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2
 DD3556'CM) ABOVE THE ROAD, 25.1 FEET (7.7 M) SOUTH SOUTHEAST OF THE CENTER OF
 DD3556'ROAD 324, 17.0 FEET (5.2 M) SOUTHWEST OF THE EXTENDED CENTER OF ROAD
 DD3556'1253, 5.1 FEET (1.6 M) EAST NORTHEAST OF THE POWER POLE
 DD3556'25AKS/45237/15AKS WITH A STREET LIGHT, 53.0 FEET (16.2 M) NORTHWEST OF
 DD3556'THE NORTH CORNER OF A HIGH-RISE STUCCOED CONDOMINIUM (THE SUMMIT
 DD3556'NUMBER 4701) , 56.3 FEET (17.2 M) EAST SOUTHEAST OF A FIRE HYDRANT,
 DD3556'0.9 FOOT (27.4 CM) EAST SOUTHEAST OF A WITNESS POST.  NOTE-STATION IS
 DD3556'INTERVISIBLE WITH SURVEY STATION 5705.  RECOVERED BY C.E.  GEOGHEGAN.
 DD3556
 DD3556                          STATION RECOVERY (2001)
 DD3556
 DD3556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD3556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3557 ***********************************************************************
 DD3557  DESIGNATION -  5705
 DD3557  PID         -  DD3557
 DD3557  STATE/COUNTY-  SC/HORRY
 DD3557  USGS QUAD   -  WAMPEE (1990)
 DD3557
 DD3557                         *CURRENT SURVEY CONTROL
 DD3557  ___________________________________________________________________
 DD3557* NAD 83(2001)-  33 47 39.60633(N)    078 43 42.72315(W)     ADJUSTED  
 DD3557* NAVD 88     -         2.808  (meters)       9.21   (feet)  ADJUSTED  
 DD3557  ___________________________________________________________________
 DD3557  X           -   1,037,089.923 (meters)                     COMP
 DD3557  Y           -  -5,203,613.644 (meters)                     COMP
 DD3557  Z           -   3,527,493.462 (meters)                     COMP
 DD3557  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 DD3557  ELLIP HEIGHT-         -32.11  (meters)          (03/27/03) GPS OBS
 DD3557  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DD3557  DYNAMIC HT  -           2.806 (meters)       9.21  (feet)  COMP
 DD3557  MODELED GRAV-     979,624.4   (mgal)                       NAVD 88
 DD3557
 DD3557  HORZ ORDER  -  SECOND
 DD3557  VERT ORDER  -  THIRD
 DD3557  ELLP ORDER  -  FOURTH    CLASS II
 DD3557
 DD3557.The horizontal coordinates were established by GPS observations
 DD3557.and adjusted by the National Geodetic Survey in March 2003..
 DD3557
 DD3557.The orthometric height was determined by differential leveling
 DD3557.and adjusted by the National Geodetic Survey in April 1995..
 DD3557
 DD3557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3557
 DD3557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3557
 DD3557.The ellipsoidal height was determined by GPS observations
 DD3557.and is referenced to NAD 83.
 DD3557
 DD3557.The geoid height was determined by GEOID03.
 DD3557
 DD3557.The dynamic height is computed by dividing the NAVD 88
 DD3557.geopotential number by the normal gravity value computed on the
 DD3557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3557.degrees latitude (g = 980.6199 gals.).
 DD3557
 DD3557.The modeled gravity was interpolated from observed gravity values.
 DD3557
 DD3557;                    North         East     Units Scale Factor Converg.
 DD3557;SPC SC       -   219,778.177   819,893.424   MT  0.99979603   +1 15 33.5
 DD3557;SPC SC       -   721,057.01  2,689,939.06   iFT  0.99979603   +1 15 33.5
 DD3557;UTM  17      - 3,741,671.910   710,290.292   MT  1.00014519   +1 15 50.0
 DD3557
 DD3557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3557!SPC SC       -   1.00000504  x   0.99979603  =   0.99980107
 DD3557!UTM  17      -   1.00000504  x   1.00014519  =   1.00015023
 DD3557
 DD3557:                Primary Azimuth Mark                     Grid Az
 DD3557:SPC SC       -  5700                                     235 15 43.4
 DD3557:UTM  17      -  5700                                     235 15 26.9
 DD3557
 DD3557|---------------------------------------------------------------------|
 DD3557| PID    Reference Object                     Distance      Geod. Az  |
 DD3557|                                                           dddmmss.s |
 DD3557| DD3556 5700                                427.358 METERS 2363116.9 |
 DD3557|---------------------------------------------------------------------|
 DD3557
 DD3557                          SUPERSEDED SURVEY CONTROL
 DD3557
 DD3557  NAD 83(1995)-  33 47 39.60653(N)    078 43 42.72278(W) AD(       ) 2
 DD3557  ELLIP H (12/20/99)  -32.12   (m)                       GP(       ) 4 1
 DD3557  NAD 83(1986)-  33 47 39.61508(N)    078 43 42.72950(W) AD(       ) 2
 DD3557  NAD 83(1986)-  33 47 39.62332(N)    078 43 42.73600(W) AD(       ) 3
 DD3557  NGVD 29 (05/09/91)    3.122  (m)           10.24   (f) ADJUSTED    3 0
 DD3557
 DD3557.Superseded values are not recommended for survey control.
 DD3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3557.See file dsdata.txt to determine how the superseded data were derived.
 DD3557
 DD3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1029041672(NAD 83)
 DD3557_MARKER: P = PIPE CAP
 DD3557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD3557_STAMPING: 5705 1987
 DD3557_MARK LOGO: SCCC  
 DD3557_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3557+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 DD3557
 DD3557  HISTORY     - Date     Condition        Report By
 DD3557  HISTORY     - 1987     MONUMENTED       SCCC
 DD3557  HISTORY     - 19900918 GOOD             NGS
 DD3557  HISTORY     - 19970730 GOOD             SCGS
 DD3557  HISTORY     - 20010331 GOOD             NGS
 DD3557
 DD3557                          STATION DESCRIPTION
 DD3557
 DD3557'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3557'THE STATION IS LOCATED IN THE CITY OF NORTH MYRTLE BEACH,
 DD3557'APPROXIMATELY (215.0 FT) SOUTHWEST FROM THE INTERSECTION OF OCEAN
 DD3557'BOULEVARD AND 45TH AVENUE SOUTH, LOCATED ALONG THE LAND SIDE OF OCEAN
 DD3557'BOULEVARD.
 DD3557'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3557'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3557'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (47.7 FT) EAST
 DD3557'SOUTHEAST FROM THE SOUTH CORNER OF THE TWO-STORY WOODEN FRAME BUILDING
 DD3557'(ST. JAMES PLACE CONDOMINIUMS), (33.0 FT) SOUTHEAST FROM THE EAST
 DD3557'CORNER OF THE TWO-STORY WOODEN FRAME BUILDING (ST. JAMES PLACE
 DD3557'CONDOMINIUMS), (1.7 FT) WEST NORTHWEST FROM THE ROW OF FIVE MAIL
 DD3557'BOXES.
 DD3557
 DD3557                          STATION RECOVERY (1990)
 DD3557
 DD3557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3557'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND 48TH
 DD3557'STREET SOUTH IN NORTH MYRTLE BEACH, GO SOUTHEAST ON 48TH AVENUE SOUTH
 DD3557'FOR 0.96 KM (0.60 MI) TO THE JUNCTION OF STATE HIGHWAY 65 (OCEAN
 DD3557'BOULEVARD).  TURN LEFT AND GO NORTHEAST ON OCEAN BOULEVARD FOR 0.72
 DD3557'KM (0.45 MI) TO THE STATION ON THE LEFT IN FRONT OF ST. JAMES PLACE.
 DD3557'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3557'SC 29202, PHONE 803-737-1314.
 DD3557'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD3557'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED BY
 DD3557'CONCRETE.  LOCATED 11.7 M (38.4 FT) NORTHEAST OF ST. JAMES PLACE
 DD3557'SIGN, 10.05 M (32.97 FT) SOUTHEAST OF THE EAST CORNER OF THE ST.
 DD3557'JAMES PLACE BUILDING, 6.5 M (21.3 FT) NORTHWEST FROM CENTER OF OCEAN
 DD3557'BOULEVARD AND 0.4 M (1.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 DD3557
 DD3557                          STATION RECOVERY (1997)
 DD3557
 DD3557'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3557'STATION IS LOCATED 4.7 MILES (7.6 KM) SOUTHWEST OF NORTH MYRTLE BEACH,
 DD3557'18.55 MILES (29.85 KM) EAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3557'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3557'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3557'17 (HIGHWAY 17 SOUTH) AND STATE HIGHWAY 65 (27TH AVENUE SOUTH) , 3.5
 DD3557'MILES (5.6 KM) SOUTHWEST OF NORTH MYRTLE BEACH, GO WEST SOUTHWEST ON
 DD3557'HIGHWAY 17 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 92
 DD3557'(WINDY HILL ROAD) , TURN LEFT ON ROAD 92 FOR 0.55 MILE (0.89 KM) TO
 DD3557'THE JUNCTION OF STATE ROAD 324 (OCEAN BOULEVARD SOUTH) , TURN LEFT ON
 DD3557'ROAD 324 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A SIGN
 DD3557'FOR SAINT JAMES PLACE CONDOMINIUMS.  STATION IS A PIPE IMBEDDED IN THE
 DD3557'GROUND PROJECTING 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE
 DD3557'ROAD, 82.1 FEET (25.0 M) WEST NORTHWEST OF A FIRE HYDRANT, 20.2 FEET
 DD3557'(6.2 M) NORTH NORTHWEST OF THE CENTER OF THE ROAD, 37.9 FEET (11.6 M)
 DD3557'EAST OF THE SOUTHEAST CORNER OF THE SOUTH POST OF THE SIGN, 212.8 FEET
 DD3557'(64.9 M) WEST SOUTHWEST OF THE CENTER OF 45TH AVENUE, 33.2 FEET (10.1
 DD3557'M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 0.2 FOOT
 DD3557'(6.1 CM) NORTH NORTHWEST OF THE NORTH EDGE OF THE SIDEWALK, 7.2 FEET
 DD3557'(2.2 M) NORTHWEST OF A WITNESS POST ATTACHED TO A MAIL BOX POST.
 DD3557'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 5700.  RECOVERED BY
 DD3557'C.E.  GEOGHEGAN.
 DD3557
 DD3557                          STATION RECOVERY (2001)
 DD3557
 DD3557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD3557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3558 ***********************************************************************
 DD3558  DESIGNATION -  5715
 DD3558  PID         -  DD3558
 DD3558  STATE/COUNTY-  SC/HORRY
 DD3558  USGS QUAD   -  WAMPEE (1990)
 DD3558
 DD3558                         *CURRENT SURVEY CONTROL
 DD3558  ___________________________________________________________________
 DD3558* NAD 83(2001)-  33 47 47.66523(N)    078 43 25.93992(W)     ADJUSTED  
 DD3558* NAVD 88     -         3.326  (meters)      10.91   (feet)  ADJUSTED  
 DD3558  ___________________________________________________________________
 DD3558  X           -   1,037,486.400 (meters)                     COMP
 DD3558  Y           -  -5,203,394.211 (meters)                     COMP
 DD3558  Z           -   3,527,700.090 (meters)                     COMP
 DD3558  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DD3558  ELLIP HEIGHT-         -31.60  (meters)          (03/27/03) GPS OBS
 DD3558  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DD3558  DYNAMIC HT  -           3.322 (meters)      10.90  (feet)  COMP
 DD3558  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 DD3558
 DD3558  HORZ ORDER  -  SECOND
 DD3558  VERT ORDER  -  THIRD
 DD3558  ELLP ORDER  -  FOURTH    CLASS II
 DD3558
 DD3558.The horizontal coordinates were established by GPS observations
 DD3558.and adjusted by the National Geodetic Survey in March 2003..
 DD3558
 DD3558.The orthometric height was determined by differential leveling
 DD3558.and adjusted by the National Geodetic Survey in April 1995..
 DD3558
 DD3558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3558
 DD3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3558
 DD3558.The ellipsoidal height was determined by GPS observations
 DD3558.and is referenced to NAD 83.
 DD3558
 DD3558.The geoid height was determined by GEOID03.
 DD3558
 DD3558.The dynamic height is computed by dividing the NAVD 88
 DD3558.geopotential number by the normal gravity value computed on the
 DD3558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3558.degrees latitude (g = 980.6199 gals.).
 DD3558
 DD3558.The modeled gravity was interpolated from observed gravity values.
 DD3558
 DD3558;                    North         East     Units Scale Factor Converg.
 DD3558;SPC SC       -   220,035.863   820,319.498   MT  0.99979611   +1 15 42.8
 DD3558;SPC SC       -   721,902.44  2,691,336.94   iFT  0.99979611   +1 15 42.8
 DD3558;UTM  17      - 3,741,929.721   710,716.495   MT  1.00014740   +1 15 59.6
 DD3558
 DD3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3558!SPC SC       -   1.00000496  x   0.99979611  =   0.99980107
 DD3558!UTM  17      -   1.00000496  x   1.00014740  =   1.00015236
 DD3558
 DD3558:                Primary Azimuth Mark                     Grid Az
 DD3558:SPC SC       -  5705                                     238 50 05.4
 DD3558:UTM  17      -  5705                                     238 49 48.6
 DD3558
 DD3558|---------------------------------------------------------------------|
 DD3558| PID    Reference Object                     Distance      Geod. Az  |
 DD3558|                                                           dddmmss.s |
 DD3558| DD3557 5705                                498.039 METERS 2400548.2 |
 DD3558|---------------------------------------------------------------------|
 DD3558
 DD3558                          SUPERSEDED SURVEY CONTROL
 DD3558
 DD3558  NAD 83(1995)-  33 47 47.66540(N)    078 43 25.93960(W) AD(       ) 2
 DD3558  ELLIP H (12/20/99)  -31.61   (m)                       GP(       ) 4 1
 DD3558  NAD 83(1986)-  33 47 47.67397(N)    078 43 25.94651(W) AD(       ) 2
 DD3558  NAD 83(1986)-  33 47 47.68202(N)    078 43 25.95287(W) AD(       ) 3
 DD3558  NGVD 29 (05/09/91)    3.639  (m)           11.94   (f) ADJUSTED    3 0
 DD3558
 DD3558.Superseded values are not recommended for survey control.
 DD3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3558.See file dsdata.txt to determine how the superseded data were derived.
 DD3558
 DD3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1071641930(NAD 83)
 DD3558_MARKER: DD = SURVEY DISK
 DD3558_SETTING: 0 = UNSPECIFIED SETTING
 DD3558_STAMPING: 5715 1987
 DD3558_MARK LOGO: SCCC  
 DD3558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3558+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD3558
 DD3558  HISTORY     - Date     Condition        Report By
 DD3558  HISTORY     - 1987     MONUMENTED       SCCC
 DD3558  HISTORY     - 19900918 GOOD             NGS
 DD3558  HISTORY     - 20010331 GOOD             NGS
 DD3558
 DD3558                          STATION DESCRIPTION
 DD3558
 DD3558'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3558'THE STATION IS LOCATED IN THE CITY OF NORTH MYRTLE BEACH,
 DD3558'APPROXIMATELY (197.0 FT) SOUTHWEST FROM THE INTERSECTION OF OCEAN
 DD3558'BOULEVARD AND 39TH AVENUE SOUTH, LOCATED ALONG THE OCEAN SIDE OF OCEAN
 DD3558'BOULEVARD.
 DD3558'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3558'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3558'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (3.1 FT) EAST
 DD3558'SOUTHEAST FROM THE WATER METER, (61.8 FT) NORTH NORTHWEST FROM THE
 DD3558'WEST CORNER OF THE BUILDING (OCEAN PIER CONDOMINIUMS), (8.3 FT) NORTH
 DD3558'NORTHEAST FROM SCPSA POWER POLE NUMBER 57933.
 DD3558
 DD3558                          STATION RECOVERY (1990)
 DD3558
 DD3558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND 48TH
 DD3558'STREET SOUTH IN NORTH MYRTLE BEACH, GO SOUTHEAST ON 48TH AVENUE SOUTH
 DD3558'FOR 0.96 KM (0.60 MI) TO THE JUNCTION OF STATE HIGHWAY 65 (OCEAN
 DD3558'BOULEVARD).  TURN LEFT AND GO NORTHEAST ON OCEAN BOULEVARD FOR 1.37
 DD3558'KM (0.85 MI) TO THE STATION ON THE RIGHT.
 DD3558'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3558'SC 29202, PHONE 803-737-1314.
 DD3558'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD3558'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED BY
 DD3558'CONCRETE.  LOCATED 8.7 M (28.5 FT) WEST FROM CENTER OF A DRIVEWAY,
 DD3558'6.3 M (20.7 FT) SOUTH FROM CENTER OF OCEAN BOULEVARD, 2.5 M (8.2 FT)
 DD3558'NORTHEAST FROM POWER POLE 57933 AND 0.4 M (1.3 FT) NORTH FROM A
 DD3558'FIBERGLASS WITNESS POST.
 DD3558
 DD3558                          STATION RECOVERY (2001)
 DD3558
 DD3558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD3558'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB0918 ***********************************************************************
 EB0918  DESIGNATION -  57.19
 EB0918  PID         -  EB0918
 EB0918  STATE/COUNTY-  SC/MARION
 EB0918  USGS QUAD   -  NICHOLS (1980)
 EB0918
 EB0918                         *CURRENT SURVEY CONTROL
 EB0918  ___________________________________________________________________
 EB0918* NAD 83(1986)-  34 14 02.     (N)    079 08 56.     (W)     SCALED    
 EB0918* NAVD 88     -        16.770  (meters)      55.02   (feet)  POSTED    
 EB0918  ___________________________________________________________________
 EB0918  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 EB0918  DYNAMIC HT  -          16.750 (meters)      54.95  (feet)  COMP
 EB0918  MODELED GRAV-     979,660.6   (mgal)                       NAVD 88
 EB0918
 EB0918  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EB0918
 EB0918.The horizontal coordinates were scaled from a topographic map and have
 EB0918.an estimated accuracy of +/- 6 seconds.
 EB0918
 EB0918.The orthometric height was determined by differential leveling
 EB0918.and adjusted by the National Geodetic Survey in 1992..
 EB0918.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EB0918.rate of 4.1 thru 8.0 mm/km.
 EB0918
 EB0918.The geoid height was determined by GEOID03.
 EB0918
 EB0918.The dynamic height is computed by dividing the NAVD 88
 EB0918.geopotential number by the normal gravity value computed on the
 EB0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0918.degrees latitude (g = 980.6199 gals.).
 EB0918
 EB0918.The modeled gravity was interpolated from observed gravity values.
 EB0918
 EB0918;                    North         East    Units  Estimated Accuracy
 EB0918;SPC SC       -   267,740.      780,110.      MT  (+/- 180 meters Scaled)
 EB0918
 EB0918                          SUPERSEDED SURVEY CONTROL
 EB0918
 EB0918  NGVD 29 (??/??/92)   17.077  (m)           56.03   (f) ADJ UNCH    1 2
 EB0918
 EB0918.Superseded values are not recommended for survey control.
 EB0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0918.See file dsdata.txt to determine how the superseded data were derived.
 EB0918
 EB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT704896(NAD 83)
 EB0918_MARKER: X = CHISELED CROSS
 EB0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0918_SP_SET: DRINKING FOUNTAIN
 EB0918_STAMPING: 57.19
 EB0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0918
 EB0918  HISTORY     - Date     Condition        Report By
 EB0918  HISTORY     - UNK      MONUMENTED       SCHD
 EB0918  HISTORY     - 1933     SEE DESCRIPTION  NGS
 EB0918  HISTORY     - 20010828 MARK NOT FOUND   SCGS
 EB0918
 EB0918                          STATION DESCRIPTION
 EB0918
 EB0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EB0918'AT NICHOLS.
 EB0918'AT NICHOLS, MARION COUNTY, ON THE ATLANTIC COAST LINE RAILROAD,
 EB0918'ABOUT 60 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, ABOUT 52
 EB0918'FEET EAST OF STATE HIGHWAY 9, AT A CONCRETE DRINKING FOUNTAIN, ON
 EB0918'THE TOP OF THE SOUTHEAST CORNER, AND ABOUT 1-1/2 FEET HIGHER THAN
 EB0918'THE GRADE.  A CHISELED CROSS, MARKED 57.19.
 EB0918
 EB0918                          STATION RECOVERY (2001)
 EB0918
 EB0918'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 EB0918'NOT RECOVERED, SEARCH WAS CONDUCTED FOR 15 MINUTES WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3559 ***********************************************************************
 DD3559  DESIGNATION -  5720
 DD3559  PID         -  DD3559
 DD3559  STATE/COUNTY-  SC/HORRY
 DD3559  USGS QUAD   -  WAMPEE (1990)
 DD3559
 DD3559                         *CURRENT SURVEY CONTROL
 DD3559  ___________________________________________________________________
 DD3559* NAD 83(2001)-  33 47 56.70804(N)    078 43 08.39771(W)     ADJUSTED  
 DD3559* NAVD 88     -         6.507  (meters)      21.35   (feet)  ADJUSTED  
 DD3559  ___________________________________________________________________
 DD3559  X           -   1,037,899.127 (meters)                     COMP
 DD3559  Y           -  -5,203,156.552 (meters)                     COMP
 DD3559  Z           -   3,527,933.384 (meters)                     COMP
 DD3559  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 DD3559  ELLIP HEIGHT-         -28.43  (meters)          (03/27/03) GPS OBS
 DD3559  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DD3559  DYNAMIC HT  -           6.500 (meters)      21.33  (feet)  COMP
 DD3559  MODELED GRAV-     979,625.9   (mgal)                       NAVD 88
 DD3559
 DD3559  HORZ ORDER  -  SECOND
 DD3559  VERT ORDER  -  THIRD
 DD3559  ELLP ORDER  -  FOURTH    CLASS II
 DD3559
 DD3559.The horizontal coordinates were established by GPS observations
 DD3559.and adjusted by the National Geodetic Survey in March 2003..
 DD3559
 DD3559.The orthometric height was determined by differential leveling
 DD3559.and adjusted by the National Geodetic Survey in April 1995..
 DD3559
 DD3559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3559
 DD3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3559
 DD3559.The ellipsoidal height was determined by GPS observations
 DD3559.and is referenced to NAD 83.
 DD3559
 DD3559.The geoid height was determined by GEOID03.
 DD3559
 DD3559.The dynamic height is computed by dividing the NAVD 88
 DD3559.geopotential number by the normal gravity value computed on the
 DD3559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3559.degrees latitude (g = 980.6199 gals.).
 DD3559
 DD3559.The modeled gravity was interpolated from observed gravity values.
 DD3559
 DD3559;                    North         East     Units Scale Factor Converg.
 DD3559;SPC SC       -   220,324.301   820,764.395   MT  0.99979621   +1 15 52.5
 DD3559;SPC SC       -   722,848.76  2,692,796.57   iFT  0.99979621   +1 15 52.5
 DD3559;UTM  17      - 3,742,218.297   711,161.525   MT  1.00014972   +1 16 09.7
 DD3559
 DD3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3559!SPC SC       -   1.00000446  x   0.99979621  =   0.99980067
 DD3559!UTM  17      -   1.00000446  x   1.00014972  =   1.00015418
 DD3559
 DD3559:                Primary Azimuth Mark                     Grid Az
 DD3559:SPC SC       -  5715                                     237 02 37.3
 DD3559:UTM  17      -  5715                                     237 02 20.1
 DD3559
 DD3559|---------------------------------------------------------------------|
 DD3559| PID    Reference Object                     Distance      Geod. Az  |
 DD3559|                                                           dddmmss.s |
 DD3559| DD3558 5715                                APPROX. 0.5 KM 2381829.8 |
 DD3559|---------------------------------------------------------------------|
 DD3559
 DD3559                          SUPERSEDED SURVEY CONTROL
 DD3559
 DD3559  NAD 83(1995)-  33 47 56.70817(N)    078 43 08.39743(W) AD(       ) 2
 DD3559  ELLIP H (12/20/99)  -28.44   (m)                       GP(       ) 4 1
 DD3559  NAD 83(1986)-  33 47 56.71685(N)    078 43 08.40457(W) AD(       ) 2
 DD3559  NAD 83(1986)-  33 47 56.72486(N)    078 43 08.41033(W) AD(       ) 3
 DD3559  NGVD 29 (05/09/91)    6.821  (m)           22.38   (f) ADJUSTED    3 0
 DD3559
 DD3559.Superseded values are not recommended for survey control.
 DD3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3559.See file dsdata.txt to determine how the superseded data were derived.
 DD3559
 DD3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1116242218(NAD 83)
 DD3559_MARKER: DD = SURVEY DISK
 DD3559_SETTING: 0 = UNSPECIFIED SETTING
 DD3559_STAMPING: 5720 1987
 DD3559_MARK LOGO: SCCC  
 DD3559_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3559+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD3559
 DD3559  HISTORY     - Date     Condition        Report By
 DD3559  HISTORY     - 1987     MONUMENTED       SCCC
 DD3559  HISTORY     - 19900918 GOOD             NGS
 DD3559  HISTORY     - 20010331 GOOD             NGS
 DD3559
 DD3559                          STATION DESCRIPTION
 DD3559
 DD3559'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3559'THE STATION IS LOCATED IN THE CITY OF NORTH MYRTLE BEACH,
 DD3559'APPROXIMATELY (146.0 FT) NORTHEAST FROM THE INTERSECTION OF OCEAN
 DD3559'BOULEVARD AND 34TH AVENUE SOUTH, LOCATED ON THE LAND SIDE OF OCEAN
 DD3559'BOULEVARD.
 DD3559'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3559'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3559'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND, (55.2 FT)
 DD3559'SOUTHEAST FROM THE SOUTH CORNER OF THE THREE-STORY WOODEN FRAME
 DD3559'BUILDING (CEDER RIDGE I CONDOMINIUMS), (60.0 FT) SOUTHWEST FROM THE
 DD3559'EAST CORNER OF THE THREE-STORY WOODEN FRAME BUILDING (CEDER RIDGE I
 DD3559'CONDOMINIUMS), (4.6 FT) WEST SOUTHWEST FROM THE CENTERLINE OF THE
 DD3559'SANITARY SEWER MANHOLE COVER.
 DD3559
 DD3559                          STATION RECOVERY (1990)
 DD3559
 DD3559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3559'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND 48TH
 DD3559'STREET SOUTH IN NORTH MYRTLE BEACH, GO SOUTHEAST ON 48TH AVENUE SOUTH
 DD3559'FOR 0.96 KM (0.60 MI) TO THE JUNCTION OF STATE HIGHWAY 65 (OCEAN
 DD3559'BOULEVARD).  TURN LEFT AND GO NORTHEAST ON OCEAN BOULEVARD FOR 1.92
 DD3559'KM (1.19 MI) TO THE STATION ON THE LEFT IN FRONT OF OCEAN RIDGE 1
 DD3559'APARTMENTS.
 DD3559'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3559'SC 29202, PHONE 803-737-1314.
 DD3559'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD3559'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED BY
 DD3559'CONCRETE.  LOCATED 18.4 M (60.4 FT) SOUTHWEST FROM EAST CORNER OF
 DD3559'APARTMENTS, 16.8 M (55.1 FT) SOUTHEAST FROM WEST CORNER OF
 DD3559'APARTMENTS, 6.6 M (21.7 FT) NORTH-NORTHWEST FROM CENTER OF OCEAN
 DD3559'BOULEVARD AND 3.65 M (11.98 FT) SOUTH OF OCEAN RIDGE 1 SIGN.
 DD3559
 DD3559                          STATION RECOVERY (2001)
 DD3559
 DD3559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD3559'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3560 ***********************************************************************
 DD3560  DESIGNATION -  5730
 DD3560  PID         -  DD3560
 DD3560  STATE/COUNTY-  SC/HORRY
 DD3560  USGS QUAD   -  WAMPEE (1990)
 DD3560
 DD3560                         *CURRENT SURVEY CONTROL
 DD3560  ___________________________________________________________________
 DD3560* NAD 83(2001)-  33 48 08.84777(N)    078 42 43.91418(W)     ADJUSTED  
 DD3560* NAVD 88     -         4.234  (meters)      13.89   (feet)  ADJUSTED  
 DD3560  ___________________________________________________________________
 DD3560  X           -   1,038,475.636 (meters)                     COMP
 DD3560  Y           -  -5,202,827.424 (meters)                     COMP
 DD3560  Z           -   3,528,242.939 (meters)                     COMP
 DD3560  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 DD3560  ELLIP HEIGHT-         -30.69  (meters)          (03/27/03) GPS OBS
 DD3560  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 DD3560  DYNAMIC HT  -           4.230 (meters)      13.88  (feet)  COMP
 DD3560  MODELED GRAV-     979,626.9   (mgal)                       NAVD 88
 DD3560
 DD3560  HORZ ORDER  -  SECOND
 DD3560  VERT ORDER  -  THIRD
 DD3560  ELLP ORDER  -  FOURTH    CLASS II
 DD3560
 DD3560.The horizontal coordinates were established by GPS observations
 DD3560.and adjusted by the National Geodetic Survey in March 2003..
 DD3560
 DD3560.The orthometric height was determined by differential leveling
 DD3560.and adjusted by the National Geodetic Survey in April 1995..
 DD3560
 DD3560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3560
 DD3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3560
 DD3560.The ellipsoidal height was determined by GPS observations
 DD3560.and is referenced to NAD 83.
 DD3560
 DD3560.The geoid height was determined by GEOID03.
 DD3560
 DD3560.The dynamic height is computed by dividing the NAVD 88
 DD3560.geopotential number by the normal gravity value computed on the
 DD3560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3560.degrees latitude (g = 980.6199 gals.).
 DD3560
 DD3560.The modeled gravity was interpolated from observed gravity values.
 DD3560
 DD3560;                    North         East     Units Scale Factor Converg.
 DD3560;SPC SC       -   220,712.084   821,385.618   MT  0.99979634   +1 16 06.1
 DD3560;SPC SC       -   724,121.01  2,694,834.70   iFT  0.99979634   +1 16 06.1
 DD3560;UTM  17      - 3,742,606.270   711,782.935   MT  1.00015296   +1 16 23.7
 DD3560
 DD3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3560!SPC SC       -   1.00000482  x   0.99979634  =   0.99980116
 DD3560!UTM  17      -   1.00000482  x   1.00015296  =   1.00015778
 DD3560
 DD3560:                Primary Azimuth Mark                     Grid Az
 DD3560:SPC SC       -  5735                                     060 40 34.5
 DD3560:UTM  17      -  5735                                     060 40 16.9
 DD3560
 DD3560|---------------------------------------------------------------------|
 DD3560| PID    Reference Object                     Distance      Geod. Az  |
 DD3560|                                                           dddmmss.s |
 DD3560| DD4556 5735                                412.874 METERS 0615640.6 |
 DD3560| DD4430 5725 B                              333.549 METERS 23451     |
 DD3560|---------------------------------------------------------------------|
 DD3560
 DD3560                          SUPERSEDED SURVEY CONTROL
 DD3560
 DD3560  NAD 83(1995)-  33 48 08.84792(N)    078 42 43.91389(W) AD(       ) 2
 DD3560  ELLIP H (12/20/99)  -30.71   (m)                       GP(       ) 4 1
 DD3560  NAD 83(1986)-  33 48 08.85645(N)    078 42 43.92092(W) AD(       ) 2
 DD3560  NAD 83(1986)-  33 48 08.86368(N)    078 42 43.92642(W) AD(       ) 3
 DD3560  NGVD 29 (05/09/91)    4.548  (m)           14.92   (f) ADJUSTED    3 0
 DD3560
 DD3560.Superseded values are not recommended for survey control.
 DD3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3560.See file dsdata.txt to determine how the superseded data were derived.
 DD3560
 DD3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1178342606(NAD 83)
 DD3560_MARKER: P = PIPE CAP
 DD3560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD3560_STAMPING: 5730 1987
 DD3560_MARK LOGO: SCCC  
 DD3560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3560+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 DD3560
 DD3560  HISTORY     - Date     Condition        Report By
 DD3560  HISTORY     - 1987     MONUMENTED       SCCC
 DD3560  HISTORY     - 19900918 GOOD             NGS
 DD3560  HISTORY     - 19970730 GOOD             SCGS
 DD3560  HISTORY     - 20010331 GOOD             NGS
 DD3560
 DD3560                          STATION DESCRIPTION
 DD3560
 DD3560'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3560'THE STATION IS LOCATED IN NORTH MYRTLE BEACH IN THE WEST QUADRANT OF
 DD3560'27TH AVENUE SOUTH AND OCEAN BOULEVARD.
 DD3560'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3560'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3560'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND, (23.0 FT) WEST
 DD3560'SOUTHWEST FROM THE CENTERLINE OF 27TH AVENUE SOUTH, (27.0 FT) NORTH
 DD3560'NORTHWEST FROM THE CENTERLINE OF OCEAN BOULEVARD, (9.9 FT) NORTHEAST
 DD3560'FROM THE CORNER OF THE BLOCK WALL AROUND THE BUILDING (CRESCENT TOWER
 DD3560'WEST).
 DD3560
 DD3560                          STATION RECOVERY (1990)
 DD3560
 DD3560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND 27TH
 DD3560'AVENUE SOUTH IN NORTH MYRTLE BEACH, GO SOUTH ON 27TH AVENUE SOUTH FOR
 DD3560'0.64 KM (0.40 MI) TO THE JUNCTION OF STATE HIGHWAY 65 (OCEAN
 DD3560'BOULEVARD) AND THE STATION IN THE NORTHWEST ANGLE OF THE JUNCTION.
 DD3560'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3560'SC 29202, PHONE 803-737-1314.
 DD3560'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL BRASS DISK SET ON TOP
 DD3560'OF A 2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED
 DD3560'BY CONCRETE.  LOCATED 8.3 M (27.2 FT) NORTH-NORTHWEST FROM CENTER OF
 DD3560'OCEAN BOULEVARD, 7.05 M (23.13 FT) WEST-SOUTHWEST FROM CENTER OF 27TH
 DD3560'AVENUE SOUTH, 3.45 M (11.32 FT) SOUTH FROM A STOP SIGN AND 3.1 M
 DD3560'(10.2 FT) EAST-NORTHEAST FROM CORNER OF A CONCRETE FENCE AROUND
 DD3560'PARKING AREA FOR CRESCENT TOWERS WEST APARTMENTS.
 DD3560
 DD3560                          STATION RECOVERY (1997)
 DD3560
 DD3560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD3560'STATION IS LOCATED 3.6 MILES (5.8 KM) SOUTHWEST OF NORTH MYRTLE BEACH,
 DD3560'19.45 MILES (31.30 KM) EAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD3560'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD3560'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD3560'17 (HIGHWAY 17 NORTH) AND STATE HIGHWAY 65 (27TH AVENUE SOUTH) , 3.5
 DD3560'MILES (5.6 KM) SOUTHWEST OF NORTH MYRTLE BEACH, GO SOUTH SOUTHEAST ON
 DD3560'HIGHWAY 65 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR THE
 DD3560'SOUTHEAST CORNER OF A STUCCOED WALL SURROUNDING THE PARKING LOT FOR A
 DD3560'CONDOMINIUM (CRESCENT TOWERS WEST) IN THE NORTHWEST ANGLE OF SOUTH
 DD3560'OCEAN BOULEVARD.  STATION IS A PIPE IMBEDDED AND FLUSH WITH THE GROUND
 DD3560'AND LEVEL WITH THE HIGHWAY, 24.2 FEET (7.4 M) WEST SOUTHWEST OF THE
 DD3560'CENTER OF THE HIGHWAY, 27.0 FEET (8.2 M) NORTH NORTHWEST OF THE CENTER
 DD3560'OF THE HIGHWAY, 8.7 FEET (2.7 M) EAST NORTHEAST OF THE CORNER OF THE
 DD3560'WALL, 57.7 FEET (17.6 M) WEST SOUTHWEST OF A FIRE HYDRANT, 48.4 FEET
 DD3560'(14.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONDO BUILDING, 9.8
 DD3560'FEET (3.0 M) SOUTHWEST OF A WITNESS POST AT A STOP SIGN.  RECOVERED BY
 DD3560'C.E.  GEOGHEGAN.
 DD3560
 DD3560                          STATION RECOVERY (2001)
 DD3560
 DD3560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD3560'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4556 ***********************************************************************
 DD4556  DESIGNATION -  5735
 DD4556  PID         -  DD4556
 DD4556  STATE/COUNTY-  SC/HORRY
 DD4556  USGS QUAD   -  WAMPEE (1990)
 DD4556
 DD4556                         *CURRENT SURVEY CONTROL
 DD4556  ___________________________________________________________________
 DD4556* NAD 83(2001)-  33 48 15.15005(N)    078 42 29.74846(W)     ADJUSTED  
 DD4556* NAVD 88     -         3.526  (meters)      11.57   (feet)  ADJUSTED  
 DD4556  ___________________________________________________________________
 DD4556  X           -   1,038,811.679 (meters)                     COMP
 DD4556  Y           -  -5,202,649.558 (meters)                     COMP
 DD4556  Z           -   3,528,403.885 (meters)                     COMP
 DD4556  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 DD4556  ELLIP HEIGHT-         -31.42  (meters)          (03/27/03) GPS OBS
 DD4556  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 DD4556  DYNAMIC HT  -           3.522 (meters)      11.56  (feet)  COMP
 DD4556  MODELED GRAV-     979,627.5   (mgal)                       NAVD 88
 DD4556
 DD4556  HORZ ORDER  -  SECOND
 DD4556  VERT ORDER  -  THIRD
 DD4556  ELLP ORDER  -  FOURTH    CLASS II
 DD4556
 DD4556.The horizontal coordinates were established by GPS observations
 DD4556.and adjusted by the National Geodetic Survey in March 2003..
 DD4556
 DD4556.The orthometric height was determined by differential leveling
 DD4556.and adjusted by the National Geodetic Survey in April 1995..
 DD4556
 DD4556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4556
 DD4556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4556
 DD4556.The ellipsoidal height was determined by GPS observations
 DD4556.and is referenced to NAD 83.
 DD4556
 DD4556.The geoid height was determined by GEOID03.
 DD4556
 DD4556.The dynamic height is computed by dividing the NAVD 88
 DD4556.geopotential number by the normal gravity value computed on the
 DD4556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4556.degrees latitude (g = 980.6199 gals.).
 DD4556
 DD4556.The modeled gravity was interpolated from observed gravity values.
 DD4556
 DD4556;                    North         East     Units Scale Factor Converg.
 DD4556;SPC SC       -   220,914.246   821,745.516   MT  0.99979641   +1 16 13.9
 DD4556;SPC SC       -   724,784.27  2,696,015.47   iFT  0.99979641   +1 16 13.9
 DD4556;UTM  17      - 3,742,808.535   712,142.945   MT  1.00015484   +1 16 31.8
 DD4556
 DD4556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4556!SPC SC       -   1.00000493  x   0.99979641  =   0.99980134
 DD4556!UTM  17      -   1.00000493  x   1.00015484  =   1.00015977
 DD4556
 DD4556:                Primary Azimuth Mark                     Grid Az
 DD4556:SPC SC       -  5730                                     240 40 34.5
 DD4556:UTM  17      -  5730                                     240 40 16.6
 DD4556
 DD4556|---------------------------------------------------------------------|
 DD4556| PID    Reference Object                     Distance      Geod. Az  |
 DD4556|                                                           dddmmss.s |
 DD4556| DD3560 5730                                412.874 METERS 2415648.4 |
 DD4556|---------------------------------------------------------------------|
 DD4556
 DD4556                          SUPERSEDED SURVEY CONTROL
 DD4556
 DD4556  NAD 83(1995)-  33 48 15.15016(N)    078 42 29.74822(W) AD(       ) 2
 DD4556  ELLIP H (12/20/99)  -31.44   (m)                       GP(       ) 4 1
 DD4556  NAD 83(1986)-  33 48 15.15875(N)    078 42 29.75553(W) AD(       ) 2
 DD4556  NGVD 29 (05/09/91)    3.840  (m)           12.60   (f) ADJUSTED    3 0
 DD4556
 DD4556.Superseded values are not recommended for survey control.
 DD4556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4556.See file dsdata.txt to determine how the superseded data were derived.
 DD4556
 DD4556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1214342809(NAD 83)
 DD4556_MARKER: DD = SURVEY DISK
 DD4556_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD4556_SP_SET: SIDEWALK
 DD4556_STAMPING: 5735 1988
 DD4556_MARK LOGO: SCCC  
 DD4556_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4556+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD4556
 DD4556  HISTORY     - Date     Condition        Report By
 DD4556  HISTORY     - 1988     MONUMENTED       SCCC
 DD4556  HISTORY     - 19900918 GOOD             NGS
 DD4556
 DD4556                          STATION DESCRIPTION
 DD4556
 DD4556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4556'HIGHWAY 65 IN NORTH MYRTLE BEACH, GO SOUTHEAST ALONG STATE HIGHWAY 65
 DD4556'FOR 0.56 KM (0.35 MI) TO A STOP SIGN AT OCEAN BOULEVARD, TURN LEFT
 DD4556'AND GO EAST ON OCEAN BOULEVARD (STATE HIGHWAY 65) FOR 0.4 KM
 DD4556'(0.2 MI) TO THE MARK ON THE LEFT IN THE SIDEWALK.
 DD4556'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4556'SC 29202, PHONE 803-737-1314.
 DD4556'THE STATION IS LOCATED 8.9 M (29.2 FT) NORTH OF THE CENTER OF OCEAN
 DD4556'BOULEVARD, 6.7 M (22.0 FT) EAST OF THE CENTER OF 23RD AVENUE SOUTH
 DD4556'AND 0.7 M (2.3 FT) SOUTH OF THE SOUTHEAST CORNER OF A BLOCK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3561 ***********************************************************************
 DD3561  DESIGNATION -  5740
 DD3561  PID         -  DD3561
 DD3561  STATE/COUNTY-  SC/HORRY
 DD3561  USGS QUAD   -  WAMPEE (1990)
 DD3561
 DD3561                         *CURRENT SURVEY CONTROL
 DD3561  ___________________________________________________________________
 DD3561* NAD 83(2001)-  33 48 19.63710(N)    078 42 19.59242(W)     ADJUSTED  
 DD3561* NAVD 88     -         3.895  (meters)      12.78   (feet)  ADJUSTED  
 DD3561  ___________________________________________________________________
 DD3561  X           -   1,039,052.839 (meters)                     COMP
 DD3561  Y           -  -5,202,523.269 (meters)                     COMP
 DD3561  Z           -   3,528,518.961 (meters)                     COMP
 DD3561  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DD3561  ELLIP HEIGHT-         -31.06  (meters)          (03/27/03) GPS OBS
 DD3561  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DD3561  DYNAMIC HT  -           3.891 (meters)      12.77  (feet)  COMP
 DD3561  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 DD3561
 DD3561  HORZ ORDER  -  SECOND
 DD3561  VERT ORDER  -  THIRD
 DD3561  ELLP ORDER  -  FOURTH    CLASS II
 DD3561
 DD3561.The horizontal coordinates were established by GPS observations
 DD3561.and adjusted by the National Geodetic Survey in March 2003..
 DD3561
 DD3561.The orthometric height was determined by differential leveling
 DD3561.and adjusted by the National Geodetic Survey in April 1995..
 DD3561
 DD3561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3561
 DD3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3561
 DD3561.The ellipsoidal height was determined by GPS observations
 DD3561.and is referenced to NAD 83.
 DD3561
 DD3561.The geoid height was determined by GEOID03.
 DD3561
 DD3561.The dynamic height is computed by dividing the NAVD 88
 DD3561.geopotential number by the normal gravity value computed on the
 DD3561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3561.degrees latitude (g = 980.6199 gals.).
 DD3561
 DD3561.The modeled gravity was interpolated from observed gravity values.
 DD3561
 DD3561;                    North         East     Units Scale Factor Converg.
 DD3561;SPC SC       -   221,058.228   822,003.555   MT  0.99979647   +1 16 19.6
 DD3561;SPC SC       -   725,256.65  2,696,862.06   iFT  0.99979647   +1 16 19.6
 DD3561;UTM  17      - 3,742,952.591   712,401.064   MT  1.00015619   +1 16 37.6
 DD3561
 DD3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3561!SPC SC       -   1.00000488  x   0.99979647  =   0.99980135
 DD3561!UTM  17      -   1.00000488  x   1.00015619  =   1.00016107
 DD3561
 DD3561|---------------------------------------------------------------------|
 DD3561| PID    Reference Object                     Distance      Geod. Az  |
 DD3561|                                                           dddmmss.s |
 DD3561| DD4556 5735                                295.551 METERS 24207     |
 DD3561|---------------------------------------------------------------------|
 DD3561
 DD3561                          SUPERSEDED SURVEY CONTROL
 DD3561
 DD3561  NAD 83(1995)-  33 48 19.63719(N)    078 42 19.59218(W) AD(       ) 2
 DD3561  ELLIP H (12/20/99)  -31.07   (m)                       GP(       ) 4 1
 DD3561  NAD 83(1986)-  33 48 19.64578(N)    078 42 19.59948(W) AD(       ) 2
 DD3561  NAD 83(1986)-  33 48 19.65263(N)    078 42 19.60493(W) AD(       ) 3
 DD3561  NGVD 29 (05/09/91)    4.210  (m)           13.81   (f) ADJUSTED    3 0
 DD3561
 DD3561.Superseded values are not recommended for survey control.
 DD3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3561.See file dsdata.txt to determine how the superseded data were derived.
 DD3561
 DD3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1240142953(NAD 83)
 DD3561_MARKER: DD = SURVEY DISK
 DD3561_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3561_SP_SET: SIDEWALK
 DD3561_STAMPING: 5740 1987
 DD3561_MARK LOGO: SCCC  
 DD3561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3561+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD3561
 DD3561  HISTORY     - Date     Condition        Report By
 DD3561  HISTORY     - 1987     MONUMENTED       SCCC
 DD3561  HISTORY     - 19900918 GOOD             NGS
 DD3561
 DD3561                          STATION DESCRIPTION
 DD3561
 DD3561'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3561'THE STATION IS LOCATED IN NORTH MYRTLE BEACH ALONG OCEAN BOULEVARD.
 DD3561'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN A CONCRETE
 DD3561'SIDEWALK, (38.5 FT) EAST SOUTHEAST FROM THE SOUTHEAST CORNER OF HOUSE
 DD3561'NUMBER 2006 (SWIM AND SWING), (41.5 FT) SOUTH SOUTHEAST FROM THE
 DD3561'SOUTHWEST CORNER OF HOUSE NUMBER 2006 (SWIM AND SWING).
 DD3561
 DD3561                          STATION RECOVERY (1990)
 DD3561
 DD3561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3561'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND SOUTH
 DD3561'CAROLINA HIGHWAY 65 (27TH AVE. SOUTH), IN NORTH MYRTLE BEACH, TURN
 DD3561'RIGHT ON STATE HIGHWAY 65 AND GO SOUTHEAST FOR 0.56 KM (0.35 MI) TO
 DD3561'THE STOP SIGN AT OCEAN BLVD.  TURN LEFT AND GO NORTHEAST ON OCEAN
 DD3561'BLVD. (STATE HIGHWAY 65) FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 DD3561'LEFT IN FRONT OF HOUSE NO.2006.
 DD3561'OWNERSHIP--SCHDPT, PRECONSTUCTION ENGINEER, P.O. BOX 191,
 DD3561'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD3561'THE STATION IS A STANDARD SCCC BRASS DISK SET IN A DRILL HOLE IN THE
 DD3561'CONCRETE SIDEWALK.  LOCATED 17.05 M (55.94 FT) EAST-NORTHEAST OF THE
 DD3561'CENTERLINE OF THE BLACKTOP ENTRANCE TO SHOREHAM TOWERS II PARKING
 DD3561'AREA, 14.25 M (46.75 FT) SOUTHWEST OF FIRE HYDRANT WH158, 7.25 M
 DD3561'(23.79 FT) WEST-NORTHWEST OF THE CENTERLINE OF OCEAN BLVD AND 0.34 M
 DD3561'(1.12 FT) EAST-SOUTHEAST OF THE EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4555 ***********************************************************************
 DD4555  DESIGNATION -  5745
 DD4555  PID         -  DD4555
 DD4555  STATE/COUNTY-  SC/HORRY
 DD4555  USGS QUAD   -  WAMPEE (1990)
 DD4555
 DD4555                         *CURRENT SURVEY CONTROL
 DD4555  ___________________________________________________________________
 DD4555* NAD 83(2001)-  33 48 24.09851(N)    078 42 09.56456(W)     ADJUSTED  
 DD4555* NAVD 88     -         4.509  (meters)      14.79   (feet)  ADJUSTED  
 DD4555  ___________________________________________________________________
 DD4555  X           -   1,039,290.886 (meters)                     COMP
 DD4555  Y           -  -5,202,398.263 (meters)                     COMP
 DD4555  Z           -   3,528,633.530 (meters)                     COMP
 DD4555  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 DD4555  ELLIP HEIGHT-         -30.43  (meters)          (03/27/03) GPS OBS
 DD4555  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DD4555  DYNAMIC HT  -           4.505 (meters)      14.78  (feet)  COMP
 DD4555  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 DD4555
 DD4555  HORZ ORDER  -  SECOND
 DD4555  VERT ORDER  -  THIRD
 DD4555  ELLP ORDER  -  FOURTH    CLASS II
 DD4555
 DD4555.The horizontal coordinates were established by GPS observations
 DD4555.and adjusted by the National Geodetic Survey in March 2003..
 DD4555
 DD4555.The orthometric height was determined by differential leveling
 DD4555.and adjusted by the National Geodetic Survey in April 1995..
 DD4555
 DD4555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4555
 DD4555.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4555
 DD4555.The ellipsoidal height was determined by GPS observations
 DD4555.and is referenced to NAD 83.
 DD4555
 DD4555.The geoid height was determined by GEOID03.
 DD4555
 DD4555.The dynamic height is computed by dividing the NAVD 88
 DD4555.geopotential number by the normal gravity value computed on the
 DD4555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4555.degrees latitude (g = 980.6199 gals.).
 DD4555
 DD4555.The modeled gravity was interpolated from observed gravity values.
 DD4555
 DD4555;                    North         East     Units Scale Factor Converg.
 DD4555;SPC SC       -   221,201.354   822,258.309   MT  0.99979652   +1 16 25.1
 DD4555;SPC SC       -   725,726.23  2,697,697.86   iFT  0.99979652   +1 16 25.1
 DD4555;UTM  17      - 3,743,095.791   712,655.897   MT  1.00015753   +1 16 43.3
 DD4555
 DD4555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4555!SPC SC       -   1.00000478  x   0.99979652  =   0.99980130
 DD4555!UTM  17      -   1.00000478  x   1.00015753  =   1.00016231
 DD4555
 DD4555|---------------------------------------------------------------------|
 DD4555| PID    Reference Object                     Distance      Geod. Az  |
 DD4555|                                                           dddmmss.s |
 DD4555| DD3562 5750                                283.920 METERS 06405     |
 DD4555| DD3561 5740                                292.266 METERS 24157     |
 DD4555|---------------------------------------------------------------------|
 DD4555
 DD4555                          SUPERSEDED SURVEY CONTROL
 DD4555
 DD4555  NAD 83(1995)-  33 48 24.09860(N)    078 42 09.56432(W) AD(       ) 2
 DD4555  ELLIP H (12/20/99)  -30.45   (m)                       GP(       ) 4 1
 DD4555  NAD 83(1986)-  33 48 24.10719(N)    078 42 09.57168(W) AD(       ) 2
 DD4555  NGVD 29 (05/09/91)    4.824  (m)           15.83   (f) ADJUSTED    3 0
 DD4555
 DD4555.Superseded values are not recommended for survey control.
 DD4555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4555.See file dsdata.txt to determine how the superseded data were derived.
 DD4555
 DD4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1265643096(NAD 83)
 DD4555_MARKER: DD = SURVEY DISK
 DD4555_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD4555_SP_SET: SIDEWALK
 DD4555_STAMPING: 5745 1988
 DD4555_MARK LOGO: SCCC  
 DD4555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4555+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD4555
 DD4555  HISTORY     - Date     Condition        Report By
 DD4555  HISTORY     - 1988     MONUMENTED       SCCC
 DD4555  HISTORY     - 19900918 GOOD             NGS
 DD4555
 DD4555                          STATION DESCRIPTION
 DD4555
 DD4555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4555'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND 27TH
 DD4555'AVENUE SOUTH IN NORTH MYRTLE BEACH, GO SOUTH ON 27TH AVENUE SOUTH FOR
 DD4555'0.64 KM (0.40 MI) TO THE JUNCTION OF STATE HIGHWAY 65 (OCEAN
 DD4555'BOULEVARD).  TURN LEFT FOR 1.04 KM (0.65 MI) TO THE STATION ON THE
 DD4555'LEFT IN SIDEWALK.
 DD4555'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4555'SC 29202, PHONE 803-737-1314.
 DD4555'THE STATION IS LOCATED 11.9 M (39.0 FT) EAST FROM WEST CORNER OF
 DD4555'HOUSE NUMBER 1800, 9.3 M (30.5 FT) WEST-SOUTHWEST OF CENTER OF 18TH
 DD4555'AVENUE SOUTH, 8.2 M (26.9 FT) SOUTH FROM EAST CORNER OF HOUSE NUMBER
 DD4555'1800, 7.0 M (23.0 FT) NORTH-NORTHWEST FROM CENTER OF OCEAN BOULEVARD
 DD4555'AND 4.8 M (15.7 FT) SOUTH-SOUTHWEST FROM A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3562 ***********************************************************************
 DD3562  DESIGNATION -  5750
 DD3562  PID         -  DD3562
 DD3562  STATE/COUNTY-  SC/HORRY
 DD3562  USGS QUAD   -  WAMPEE (1990)
 DD3562
 DD3562                         *CURRENT SURVEY CONTROL
 DD3562  ___________________________________________________________________
 DD3562* NAD 83(2001)-  33 48 28.12695(N)    078 41 59.63649(W)     ADJUSTED  
 DD3562* NAVD 88     -         3.515  (meters)      11.53   (feet)  ADJUSTED  
 DD3562  ___________________________________________________________________
 DD3562  X           -   1,039,527.593 (meters)                     COMP
 DD3562  Y           -  -5,202,279.690 (meters)                     COMP
 DD3562  Z           -   3,528,736.100 (meters)                     COMP
 DD3562  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 DD3562  ELLIP HEIGHT-         -31.44  (meters)          (03/27/03) GPS OBS
 DD3562  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DD3562  DYNAMIC HT  -           3.511 (meters)      11.52  (feet)  COMP
 DD3562  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 DD3562
 DD3562  HORZ ORDER  -  SECOND
 DD3562  VERT ORDER  -  THIRD
 DD3562  ELLP ORDER  -  FOURTH    CLASS II
 DD3562
 DD3562.The horizontal coordinates were established by GPS observations
 DD3562.and adjusted by the National Geodetic Survey in March 2003..
 DD3562
 DD3562.The orthometric height was determined by differential leveling
 DD3562.and adjusted by the National Geodetic Survey in April 1995..
 DD3562
 DD3562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3562
 DD3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3562
 DD3562.The ellipsoidal height was determined by GPS observations
 DD3562.and is referenced to NAD 83.
 DD3562
 DD3562.The geoid height was determined by GEOID03.
 DD3562
 DD3562.The dynamic height is computed by dividing the NAVD 88
 DD3562.geopotential number by the normal gravity value computed on the
 DD3562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3562.degrees latitude (g = 980.6199 gals.).
 DD3562
 DD3562.The modeled gravity was interpolated from observed gravity values.
 DD3562
 DD3562;                    North         East     Units Scale Factor Converg.
 DD3562;SPC SC       -   221,331.095   822,510.786   MT  0.99979656   +1 16 30.6
 DD3562;SPC SC       -   726,151.89  2,698,526.20   iFT  0.99979656   +1 16 30.6
 DD3562;UTM  17      - 3,743,225.602   712,908.454   MT  1.00015885   +1 16 49.0
 DD3562
 DD3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3562!SPC SC       -   1.00000494  x   0.99979656  =   0.99980149
 DD3562!UTM  17      -   1.00000494  x   1.00015885  =   1.00016379
 DD3562
 DD3562|---------------------------------------------------------------------|
 DD3562| PID    Reference Object                     Distance      Geod. Az  |
 DD3562|                                                           dddmmss.s |
 DD3562| DD4555 5745                                283.920 METERS 24405     |
 DD3562|---------------------------------------------------------------------|
 DD3562
 DD3562                          SUPERSEDED SURVEY CONTROL
 DD3562
 DD3562  NAD 83(1995)-  33 48 28.12705(N)    078 41 59.63624(W) AD(       ) 2
 DD3562  ELLIP H (12/20/99)  -31.46   (m)                       GP(       ) 4 1
 DD3562  NAD 83(1986)-  33 48 28.13565(N)    078 41 59.64356(W) AD(       ) 2
 DD3562  NAD 83(1986)-  33 48 28.14227(N)    078 41 59.64907(W) AD(       ) 3
 DD3562  NGVD 29 (05/09/91)    3.831  (m)           12.57   (f) ADJUSTED    3 0
 DD3562
 DD3562.Superseded values are not recommended for survey control.
 DD3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3562.See file dsdata.txt to determine how the superseded data were derived.
 DD3562
 DD3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1290843226(NAD 83)
 DD3562_MARKER: DD = SURVEY DISK
 DD3562_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3562_SP_SET: SIDEWALK
 DD3562_STAMPING: 5750 1987
 DD3562_MARK LOGO: SCCC  
 DD3562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3562+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD3562
 DD3562  HISTORY     - Date     Condition        Report By
 DD3562  HISTORY     - 1987     MONUMENTED       SCCC
 DD3562  HISTORY     - 19900918 GOOD             NGS
 DD3562
 DD3562                          STATION DESCRIPTION
 DD3562
 DD3562'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3562'THE STATION IS LOCATED IN NORTH MYRTLE BEACH ALONG OCEAN BOULEVARD,
 DD3562'APPROXIMATELY (275.0 FT) EAST FROM THE INTERSECTION OF 17TH AVENUE
 DD3562'SOUTH AND OCEAN BOULEVARD.
 DD3562'THE STATION IS A STANDARD BRASS CAP CEMENTED IN A CONCRETE SIDEWALK,
 DD3562'(33.0 FT) SOUTH FROM THE SOUTH CORNER OF HOUSE NUMBER 1616, (44.0 FT)
 DD3562'SOUTHEAST FROM THE EAST CORNER OF HOUSE NUMBER 1618.
 DD3562
 DD3562                          STATION RECOVERY (1990)
 DD3562
 DD3562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3562'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND 27TH
 DD3562'AVENUE SOUTH IN NORTH MYRTLE BEACH, GO SOUTH ON 27TH AVENUE SOUTH FOR
 DD3562'0.64 KM (0.40 MI) TO THE JUNCTION OF STATE HIGHWAY 65 (OCEAN
 DD3562'BOULEVARD).  TURN LEFT FOR 1.20 KM (0.75 MI) TO THE STATION ON THE
 DD3562'LEFT IN SIDEWALK NEXT TO PUBLIC WALKWAY TO BEACH.
 DD3562'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3562'SC 29202, PHONE 803-737-1314.
 DD3562'THE STATION IS LOCATED 8.0 M (26.2 FT) WEST-NORTHWEST FROM CENTER OF
 DD3562'OCEAN BOULEVARD, 3.5 M (11.5 FT) EAST FROM A PALM TREE, 1.9 M
 DD3562'(6.2 FT) SOUTHWEST OF NORTHEAST END OF STEP TO THE PUBLIC WALKWAY AND
 DD3562'0.5 M (1.6 FT) WEST-NORTHWEST FROM EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4554 ***********************************************************************
 DD4554  DESIGNATION -  5755
 DD4554  PID         -  DD4554
 DD4554  STATE/COUNTY-  SC/HORRY
 DD4554  USGS QUAD   -  WAMPEE (1990)
 DD4554
 DD4554                         *CURRENT SURVEY CONTROL
 DD4554  ___________________________________________________________________
 DD4554* NAD 83(2001)-  33 48 34.31629(N)    078 41 45.78545(W)     ADJUSTED  
 DD4554* NAVD 88     -         3.070  (meters)      10.07   (feet)  ADJUSTED  
 DD4554  ___________________________________________________________________
 DD4554  X           -   1,039,856.059 (meters)                     COMP
 DD4554  Y           -  -5,202,105.447 (meters)                     COMP
 DD4554  Z           -   3,528,894.295 (meters)                     COMP
 DD4554  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 DD4554  ELLIP HEIGHT-         -31.90  (meters)          (03/27/03) GPS OBS
 DD4554  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DD4554  DYNAMIC HT  -           3.067 (meters)      10.06  (feet)  COMP
 DD4554  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 DD4554
 DD4554  HORZ ORDER  -  SECOND
 DD4554  VERT ORDER  -  THIRD
 DD4554  ELLP ORDER  -  FOURTH    CLASS II
 DD4554
 DD4554.The horizontal coordinates were established by GPS observations
 DD4554.and adjusted by the National Geodetic Survey in March 2003..
 DD4554
 DD4554.The orthometric height was determined by differential leveling
 DD4554.and adjusted by the National Geodetic Survey in April 1995..
 DD4554
 DD4554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4554
 DD4554.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4554
 DD4554.The ellipsoidal height was determined by GPS observations
 DD4554.and is referenced to NAD 83.
 DD4554
 DD4554.The geoid height was determined by GEOID03.
 DD4554
 DD4554.The dynamic height is computed by dividing the NAVD 88
 DD4554.geopotential number by the normal gravity value computed on the
 DD4554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4554.degrees latitude (g = 980.6199 gals.).
 DD4554
 DD4554.The modeled gravity was interpolated from observed gravity values.
 DD4554
 DD4554;                    North         East     Units Scale Factor Converg.
 DD4554;SPC SC       -   221,529.641   822,862.625   MT  0.99979664   +1 16 38.3
 DD4554;SPC SC       -   726,803.28  2,699,680.53   iFT  0.99979664   +1 16 38.3
 DD4554;UTM  17      - 3,743,424.251   713,260.403   MT  1.00016070   +1 16 56.9
 DD4554
 DD4554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4554!SPC SC       -   1.00000501  x   0.99979664  =   0.99980165
 DD4554!UTM  17      -   1.00000501  x   1.00016070  =   1.00016571
 DD4554
 DD4554:                Primary Azimuth Mark                     Grid Az
 DD4554:SPC SC       -  5750                                     240 33 49.1
 DD4554:UTM  17      -  5750                                     240 33 30.5
 DD4554
 DD4554|---------------------------------------------------------------------|
 DD4554| PID    Reference Object                     Distance      Geod. Az  |
 DD4554|                                                           dddmmss.s |
 DD4554| DD3562 5750                                404.076 METERS 2415027.4 |
 DD4554|---------------------------------------------------------------------|
 DD4554
 DD4554                          SUPERSEDED SURVEY CONTROL
 DD4554
 DD4554  NAD 83(1995)-  33 48 34.31638(N)    078 41 45.78521(W) AD(       ) 2
 DD4554  ELLIP H (12/20/99)  -31.92   (m)                       GP(       ) 4 1
 DD4554  NAD 83(1986)-  33 48 34.32497(N)    078 41 45.79252(W) AD(       ) 2
 DD4554  NGVD 29 (05/09/91)    3.386  (m)           11.11   (f) ADJUSTED    3 0
 DD4554
 DD4554.Superseded values are not recommended for survey control.
 DD4554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4554.See file dsdata.txt to determine how the superseded data were derived.
 DD4554
 DD4554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1326043424(NAD 83)
 DD4554_MARKER: DD = SURVEY DISK
 DD4554_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD4554_SP_SET: SIDEWALK
 DD4554_STAMPING: 5755 1988
 DD4554_MARK LOGO: SCCC  
 DD4554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4554+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD4554
 DD4554  HISTORY     - Date     Condition        Report By
 DD4554  HISTORY     - 1988     MONUMENTED       SCCC
 DD4554  HISTORY     - 19900918 GOOD             NGS
 DD4554
 DD4554                          STATION DESCRIPTION
 DD4554
 DD4554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4554'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND SOUTH
 DD4554'CAROLINA HIGHWAY 65 (27TH AVE. SOUTH), IN NORTH MYRTLE BEACH, TURN
 DD4554'RIGHT ON STATE HIGHWAY 65 AND GO SOUTHEAST FOR 0.56 KM (0.35 MI) TO
 DD4554'THE STOP SIGN AT OCEAN BLVD.,  TURN LEFT AND GO NORTHEAST ON OCEAN
 DD4554'BLVD. (STATE HIGHWAY 65) FOR 1.70 KM (1.06 MI) TO MARK ON THE LEFT.
 DD4554'OWNERSHIP--SCHDPT, PRECONSTUCTION ENGINEER, P.O. BOX 191,
 DD4554'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD4554'THE STATION IS LOCATED 6.95 M (22.80 FT) SOUTHWEST OF THE CENTERLINE
 DD4554'OF 15TH AVE SOUTH, 6.65 M (21.82 FT) NORTHWEST OF THE CENTERLINE OF
 DD4554'OCEAN BLVD., 6.05 M (19.85 FT) EAST-NORTHEAST OF THE CENTER OF A
 DD4554'STEEL MANHOLE COVER IN THE SIDEWALK, 3.0 M (9.8 FT) SOUTH OF POWER
 DD4554'POLE NO. 45831 WITH A TRANSFORMER AND 2.30 M (7.55 FT)
 DD4554'SOUTH-SOUTHEAST OF A LARGE SILVER TELEPHONE JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3563 ***********************************************************************
 DD3563  DESIGNATION -  5760
 DD3563  PID         -  DD3563
 DD3563  STATE/COUNTY-  SC/HORRY
 DD3563  USGS QUAD   -  WAMPEE (1990)
 DD3563
 DD3563                         *CURRENT SURVEY CONTROL
 DD3563  ___________________________________________________________________
 DD3563* NAD 83(2001)-  33 48 37.91000(N)    078 41 36.54017(W)     ADJUSTED  
 DD3563* NAVD 88     -         2.669  (meters)       8.76   (feet)  ADJUSTED  
 DD3563  ___________________________________________________________________
 DD3563  X           -   1,040,077.083 (meters)                     COMP
 DD3563  Y           -  -5,201,998.083 (meters)                     COMP
 DD3563  Z           -   3,528,986.066 (meters)                     COMP
 DD3563  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 DD3563  ELLIP HEIGHT-         -32.31  (meters)          (03/27/03) GPS OBS
 DD3563  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DD3563  DYNAMIC HT  -           2.667 (meters)       8.75  (feet)  COMP
 DD3563  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 DD3563
 DD3563  HORZ ORDER  -  SECOND
 DD3563  VERT ORDER  -  THIRD
 DD3563  ELLP ORDER  -  FOURTH    CLASS II
 DD3563
 DD3563.The horizontal coordinates were established by GPS observations
 DD3563.and adjusted by the National Geodetic Survey in March 2003..
 DD3563
 DD3563.The orthometric height was determined by differential leveling
 DD3563.and adjusted by the National Geodetic Survey in April 1995..
 DD3563
 DD3563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3563
 DD3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3563
 DD3563.The ellipsoidal height was determined by GPS observations
 DD3563.and is referenced to NAD 83.
 DD3563
 DD3563.The geoid height was determined by GEOID03.
 DD3563
 DD3563.The dynamic height is computed by dividing the NAVD 88
 DD3563.geopotential number by the normal gravity value computed on the
 DD3563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3563.degrees latitude (g = 980.6199 gals.).
 DD3563
 DD3563.The modeled gravity was interpolated from observed gravity values.
 DD3563
 DD3563;                    North         East     Units Scale Factor Converg.
 DD3563;SPC SC       -   221,645.618   823,097.832   MT  0.99979668   +1 16 43.4
 DD3563;SPC SC       -   727,183.79  2,700,452.20   iFT  0.99979668   +1 16 43.4
 DD3563;UTM  17      - 3,743,540.292   713,495.685   MT  1.00016194   +1 17 02.2
 DD3563
 DD3563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3563!SPC SC       -   1.00000507  x   0.99979668  =   0.99980175
 DD3563!UTM  17      -   1.00000507  x   1.00016194  =   1.00016701
 DD3563
 DD3563|---------------------------------------------------------------------|
 DD3563| PID    Reference Object                     Distance      Geod. Az  |
 DD3563|                                                           dddmmss.s |
 DD3563| DD4554 5755                                262.299 METERS 24502     |
 DD3563|---------------------------------------------------------------------|
 DD3563
 DD3563                          SUPERSEDED SURVEY CONTROL
 DD3563
 DD3563  NAD 83(1995)-  33 48 37.91010(N)    078 41 36.53992(W) AD(       ) 2
 DD3563  ELLIP H (12/20/99)  -32.32   (m)                       GP(       ) 4 1
 DD3563  NAD 83(1986)-  33 48 37.91868(N)    078 41 36.54719(W) AD(       ) 2
 DD3563  NAD 83(1986)-  33 48 37.92512(N)    078 41 36.55244(W) AD(       ) 3
 DD3563  NGVD 29 (05/09/91)    2.986  (m)            9.80   (f) ADJUSTED    3 0
 DD3563
 DD3563.Superseded values are not recommended for survey control.
 DD3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3563.See file dsdata.txt to determine how the superseded data were derived.
 DD3563
 DD3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1349643540(NAD 83)
 DD3563_MARKER: DD = SURVEY DISK
 DD3563_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DD3563+WITH SETTING: PAVEMENT
 DD3563_SP_SET: PARKING LOT
 DD3563_STAMPING: 5760 1987
 DD3563_MARK LOGO: SCCC  
 DD3563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3563+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD3563
 DD3563  HISTORY     - Date     Condition        Report By
 DD3563  HISTORY     - 1987     MONUMENTED       SCCC
 DD3563  HISTORY     - 19900918 GOOD             NGS
 DD3563
 DD3563                          STATION DESCRIPTION
 DD3563
 DD3563'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3563'THE STATION IS LOCATED IN NORTH MYRTLE BEACH IN THE SOUTHWEST QUADRANT
 DD3563'OF THE INTERSECTION OF 14TH AVENUE SOUTH AND OCEAN BOULEVARD.
 DD3563'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN CONCRETE AND
 DD3563'ASPHALT PARKING LOT, (35.1 FT) NORTH NORTHWEST FROM THE NORTH CORNER
 DD3563'OF THE BUILDING (MARION EARL MOTEL), (32.4 FT) WEST FROM THE WEST
 DD3563'CORNER OF THE BUILDING (TRYON SEVILLE RESORT MOTEL).
 DD3563
 DD3563                          STATION RECOVERY (1990)
 DD3563
 DD3563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3563'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND SOUTH
 DD3563'CAROLINA HIGHWAY 65 (27TH AVE. SOUTH), IN NORTH MYRTLE BEACH, TURN
 DD3563'RIGHT ON STATE HIGHWAY 65 AND GO SOUTHEAST FOR 0.56 KM (0.35 MI) TO
 DD3563'THE STOP SIGN A OCEAN BLVD..  TURN LEFT AND GO NORTHEAST ON OCEAN
 DD3563'BLVD. (STATE HIGHWAY 65) FOR 1.93 KM (1.20 MI) TO THE STATION ON THE
 DD3563'RIGHT AT THE NORTHWEST EDGE OF THE PARKING LOT FOR THE MARION EARL
 DD3563'MOTEL AND 14TH AVENUE SOUTH ON THE LEFT.
 DD3563'OWNERSHIP--SCHDPT, PRECONSTUCTION ENGINEER, P.O. BOX 191,
 DD3563'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD3563'THE STATION IS A STANDARD SCCC BRASS DISK EPOXIED TO THE
 DD3563'CONCRETE/ASPHALT PARKING LOT.  LOCATED 8.2 M (26.9 FT) WEST OF THE
 DD3563'STREET END AND THE BEACH ACCESS CONCRETE POST, 7.1 M (23.3 FT)
 DD3563'SOUTH-SOUTHEAST OF THE CENTERLINE OF OCEAN BLVD., 4.9 M (16.1 FT)
 DD3563'NORTH-NORTHWEST OF POWER POLE NO.76621 WITH LIGHT AND TRANSFORMER
 DD3563'ATTACHED AND 0.45 M (1.48 FT) SOUTH-SOUTHEAST OF THE EDGE OF THE
 DD3563'CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3564 ***********************************************************************
 DD3564  DESIGNATION -  5770
 DD3564  PID         -  DD3564
 DD3564  STATE/COUNTY-  SC/HORRY
 DD3564  USGS QUAD   -  WAMPEE (1990)
 DD3564
 DD3564                         *CURRENT SURVEY CONTROL
 DD3564  ___________________________________________________________________
 DD3564* NAD 83(2001)-  33 48 43.78405(N)    078 41 23.47497(W)     ADJUSTED  
 DD3564* NAVD 88     -         2.550  (meters)       8.37   (feet)  ADJUSTED  
 DD3564  ___________________________________________________________________
 DD3564  X           -   1,040,386.814 (meters)                     COMP
 DD3564  Y           -  -5,201,833.340 (meters)                     COMP
 DD3564  Z           -   3,529,136.374 (meters)                     COMP
 DD3564  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DD3564  ELLIP HEIGHT-         -32.43  (meters)          (03/27/03) GPS OBS
 DD3564  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DD3564  DYNAMIC HT  -           2.547 (meters)       8.36  (feet)  COMP
 DD3564  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 DD3564
 DD3564  HORZ ORDER  -  SECOND
 DD3564  VERT ORDER  -  THIRD
 DD3564  ELLP ORDER  -  FOURTH    CLASS II
 DD3564
 DD3564.The horizontal coordinates were established by GPS observations
 DD3564.and adjusted by the National Geodetic Survey in March 2003..
 DD3564
 DD3564.The orthometric height was determined by differential leveling
 DD3564.and adjusted by the National Geodetic Survey in April 1995..
 DD3564
 DD3564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3564
 DD3564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3564
 DD3564.The ellipsoidal height was determined by GPS observations
 DD3564.and is referenced to NAD 83.
 DD3564
 DD3564.The geoid height was determined by GEOID03.
 DD3564
 DD3564.The dynamic height is computed by dividing the NAVD 88
 DD3564.geopotential number by the normal gravity value computed on the
 DD3564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3564.degrees latitude (g = 980.6199 gals.).
 DD3564
 DD3564.The modeled gravity was interpolated from observed gravity values.
 DD3564
 DD3564;                    North         East     Units Scale Factor Converg.
 DD3564;SPC SC       -   221,834.024   823,429.663   MT  0.99979675   +1 16 50.7
 DD3564;SPC SC       -   727,801.92  2,701,540.89   iFT  0.99979675   +1 16 50.7
 DD3564;UTM  17      - 3,743,728.797   713,827.620   MT  1.00016369   +1 17 09.7
 DD3564
 DD3564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3564!SPC SC       -   1.00000509  x   0.99979675  =   0.99980184
 DD3564!UTM  17      -   1.00000509  x   1.00016369  =   1.00016878
 DD3564
 DD3564|---------------------------------------------------------------------|
 DD3564| PID    Reference Object                     Distance      Geod. Az  |
 DD3564|                                                           dddmmss.s |
 DD3564| DD3563 5760                                381.664 METERS 24142     |
 DD3564|---------------------------------------------------------------------|
 DD3564
 DD3564                          SUPERSEDED SURVEY CONTROL
 DD3564
 DD3564  NAD 83(1995)-  33 48 43.78416(N)    078 41 23.47472(W) AD(       ) 2
 DD3564  ELLIP H (12/20/99)  -32.45   (m)                       GP(       ) 4 1
 DD3564  NAD 83(1986)-  33 48 43.79274(N)    078 41 23.48198(W) AD(       ) 2
 DD3564  NAD 83(1986)-  33 48 43.79913(N)    078 41 23.48722(W) AD(       ) 3
 DD3564  NGVD 29 (05/09/91)    2.867  (m)            9.41   (f) ADJUSTED    3 0
 DD3564
 DD3564.Superseded values are not recommended for survey control.
 DD3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3564.See file dsdata.txt to determine how the superseded data were derived.
 DD3564
 DD3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1382843729(NAD 83)
 DD3564_MARKER: DD = SURVEY DISK
 DD3564_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3564_SP_SET: SIDEWALK
 DD3564_STAMPING: 5770 1987
 DD3564_MARK LOGO: SCCC  
 DD3564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3564+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD3564
 DD3564  HISTORY     - Date     Condition        Report By
 DD3564  HISTORY     - 1987     MONUMENTED       SCCC
 DD3564  HISTORY     - 19900918 GOOD             NGS
 DD3564
 DD3564                          STATION DESCRIPTION
 DD3564
 DD3564'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3564'THE STATION IS LOCATED IN NORTH MYRTLE BEACH ALONG OCEAN BOULEVARD.
 DD3564'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN A CONCRETE
 DD3564'SIDEWALK, (10.0 FT) SOUTHWEST FROM SCPSA POWER POLE NUMBER 21445,
 DD3564'(31.1 FT) SOUTH SOUTHEAST FROM THE SOUTHEAST CORNER OF THE PORCH OF
 DD3564'HOUSE NUMBER 1102 (SUZY-Q), (39.5 FT) SOUTH SOUTHWEST FROM THE
 DD3564'SOUTHWEST CORNER OF THE PORCH OF HOUSE NUMBER 1100 (BEACH COMBER).
 DD3564
 DD3564                          STATION RECOVERY (1990)
 DD3564
 DD3564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3564'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND SOUTH
 DD3564'CAROLINA HIGHWAY 65 (27TH AVE. SOUTH) IN NORTH MYRTLE BEACH, TURN
 DD3564'RIGHT ON STATE HIGHWAY 65 AND GO SOUTHEAST FOR 0.56 KM (0.35 MI) TO
 DD3564'THE STOP SIGN AT OCEAN BLVD..  TURN LEFT AND GO NORTHEAST ON OCEAN
 DD3564'BLVD. (STATE HIGHWAY 65) FOR 2.33 KM (1.45 MI) TO THE STATION ON THE
 DD3564'LEFT IN FRONT OF THE RESIDENCE OF 1102 OCEAN BLVD. (SUZY Q).
 DD3564'OWNERSHIP--SCHDPT, PRECONSTUCTION ENGINEER, P.O. BOX 191,
 DD3564'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD3564'THE STATION IS LOCATED 21.15 M (69.39 FT) SOUTHWEST OF THE CENTERLINE
 DD3564'OF 11TH AVE SOUTH, 9.5 M (31.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 DD3564'OF HOUSE AT 1102 OCEAN BLVD., 7.15 M (23.46 FT) NORTH-NORTHWEST OF
 DD3564'THE CENTERLINE OF OCEAN BLVD. AND 0.75 M (2.46 FT) NORTH-NORTHWEST OF
 DD3564'THE EDGE OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4553 ***********************************************************************
 DD4553  DESIGNATION -  5775
 DD4553  PID         -  DD4553
 DD4553  STATE/COUNTY-  SC/HORRY
 DD4553  USGS QUAD   -  WAMPEE (1990)
 DD4553
 DD4553                         *CURRENT SURVEY CONTROL
 DD4553  ___________________________________________________________________
 DD4553* NAD 83(2001)-  33 48 45.82667(N)    078 41 18.49518(W)     ADJUSTED  
 DD4553* NAVD 88     -         2.590  (meters)       8.50   (feet)  ADJUSTED  
 DD4553  ___________________________________________________________________
 DD4553  X           -   1,040,505.536 (meters)                     COMP
 DD4553  Y           -  -5,201,773.904 (meters)                     COMP
 DD4553  Z           -   3,529,188.681 (meters)                     COMP
 DD4553  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DD4553  ELLIP HEIGHT-         -32.40  (meters)          (03/27/03) GPS OBS
 DD4553  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DD4553  DYNAMIC HT  -           2.588 (meters)       8.49  (feet)  COMP
 DD4553  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 DD4553
 DD4553  HORZ ORDER  -  SECOND
 DD4553  VERT ORDER  -  THIRD
 DD4553  ELLP ORDER  -  FOURTH    CLASS II
 DD4553
 DD4553.The horizontal coordinates were established by GPS observations
 DD4553.and adjusted by the National Geodetic Survey in March 2003..
 DD4553
 DD4553.The orthometric height was determined by differential leveling
 DD4553.and adjusted by the National Geodetic Survey in April 1995..
 DD4553
 DD4553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4553
 DD4553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4553
 DD4553.The ellipsoidal height was determined by GPS observations
 DD4553.and is referenced to NAD 83.
 DD4553
 DD4553.The geoid height was determined by GEOID03.
 DD4553
 DD4553.The dynamic height is computed by dividing the NAVD 88
 DD4553.geopotential number by the normal gravity value computed on the
 DD4553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4553.degrees latitude (g = 980.6199 gals.).
 DD4553
 DD4553.The modeled gravity was interpolated from observed gravity values.
 DD4553
 DD4553;                    North         East     Units Scale Factor Converg.
 DD4553;SPC SC       -   221,899.793   823,556.272   MT  0.99979677   +1 16 53.4
 DD4553;SPC SC       -   728,017.69  2,701,956.27   iFT  0.99979677   +1 16 53.4
 DD4553;UTM  17      - 3,743,794.602   713,954.270   MT  1.00016435   +1 17 12.5
 DD4553
 DD4553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4553!SPC SC       -   1.00000509  x   0.99979677  =   0.99980186
 DD4553!UTM  17      -   1.00000509  x   1.00016435  =   1.00016944
 DD4553
 DD4553|---------------------------------------------------------------------|
 DD4553| PID    Reference Object                     Distance      Geod. Az  |
 DD4553|                                                           dddmmss.s |
 DD4553| DD3564 5770                                142.701 METERS 24350     |
 DD4553|---------------------------------------------------------------------|
 DD4553
 DD4553                          SUPERSEDED SURVEY CONTROL
 DD4553
 DD4553  NAD 83(1995)-  33 48 45.82678(N)    078 41 18.49492(W) AD(       ) 2
 DD4553  ELLIP H (12/20/99)  -32.41   (m)                       GP(       ) 4 1
 DD4553  NAD 83(1986)-  33 48 45.83540(N)    078 41 18.50214(W) AD(       ) 2
 DD4553  NGVD 29 (05/09/91)    2.908  (m)            9.54   (f) ADJUSTED    3 0
 DD4553
 DD4553.Superseded values are not recommended for survey control.
 DD4553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4553.See file dsdata.txt to determine how the superseded data were derived.
 DD4553
 DD4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1395443795(NAD 83)
 DD4553_MARKER: DD = SURVEY DISK
 DD4553_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD4553_SP_SET: SIDEWALK
 DD4553_STAMPING: 5775 1988
 DD4553_MARK LOGO: SCCC  
 DD4553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4553+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD4553
 DD4553  HISTORY     - Date     Condition        Report By
 DD4553  HISTORY     - 1988     MONUMENTED       SCCC
 DD4553  HISTORY     - 19900918 GOOD             NGS
 DD4553
 DD4553                          STATION DESCRIPTION
 DD4553
 DD4553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4553'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND SOUTH
 DD4553'CAROLINA HIGHWAY 65 (27TH AVE. SOUTH), IN NORTH MYRTLE BEACH, TURN
 DD4553'RIGHT ON STATE HIGHWAY 65 AND GO SOUTHEAST FOR 0.56 KM (0.35 MI) TO
 DD4553'THE STOP SIGN AT OCEAN BLVD..  TURN LEFT AND GO NORTHEAST ON OCEAN
 DD4553'BLVD. (STATE HIGHWAY 65) FOR 2.08 KM (1.29 MI) TO THE STATION ON THE
 DD4553'LEFT IN FRONT OF AN EMPTY LOT JUST BEFORE REACHING 10TH AVE SOUTH.
 DD4553'OWNERSHIP--SCHDPT, PRECONSTUCTION ENGINEER, P.O. BOX 191,
 DD4553'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD4553'THE STATION IS LOCATED 7.25 M (23.79 FT) WEST-NORTHWEST OF THE
 DD4553'CENTERLINE OF OCEAN BLVD., 3.9 M (12.8 FT) SOUTH-SOUTHWEST OF THE
 DD4553'CENTER OF A STEEL MANHOLE COVER IN SIDEWALK, 0.86 M (2.82 FT)
 DD4553'WEST-NORTHWEST OF THE EDGE OF THE CURB AND 0.70 M (2.30 FT)
 DD4553'EAST-SOUTHEAST OF THE EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3565 ***********************************************************************
 DD3565  DESIGNATION -  5780
 DD3565  PID         -  DD3565
 DD3565  STATE/COUNTY-  SC/HORRY
 DD3565  USGS QUAD   -  WAMPEE (1990)
 DD3565
 DD3565                         *CURRENT SURVEY CONTROL
 DD3565  ___________________________________________________________________
 DD3565* NAD 83(2001)-  33 48 50.63892(N)    078 41 04.86212(W)     ADJUSTED  
 DD3565* NAVD 88     -         3.337  (meters)      10.95   (feet)  ADJUSTED  
 DD3565  ___________________________________________________________________
 DD3565  X           -   1,040,833.276 (meters)                     COMP
 DD3565  Y           -  -5,201,624.817 (meters)                     COMP
 DD3565  Z           -   3,529,312.282 (meters)                     COMP
 DD3565  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 DD3565  ELLIP HEIGHT-         -31.66  (meters)          (03/27/03) GPS OBS
 DD3565  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 DD3565  DYNAMIC HT  -           3.334 (meters)      10.94  (feet)  COMP
 DD3565  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 DD3565
 DD3565  HORZ ORDER  -  SECOND
 DD3565  VERT ORDER  -  THIRD
 DD3565  ELLP ORDER  -  FOURTH    CLASS II
 DD3565
 DD3565.The horizontal coordinates were established by GPS observations
 DD3565.and adjusted by the National Geodetic Survey in March 2003..
 DD3565
 DD3565.The orthometric height was determined by differential leveling
 DD3565.and adjusted by the National Geodetic Survey in April 1995..
 DD3565
 DD3565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3565
 DD3565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3565
 DD3565.The ellipsoidal height was determined by GPS observations
 DD3565.and is referenced to NAD 83.
 DD3565
 DD3565.The geoid height was determined by GEOID03.
 DD3565
 DD3565.The dynamic height is computed by dividing the NAVD 88
 DD3565.geopotential number by the normal gravity value computed on the
 DD3565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3565.degrees latitude (g = 980.6199 gals.).
 DD3565
 DD3565.The modeled gravity was interpolated from observed gravity values.
 DD3565
 DD3565;                    North         East     Units Scale Factor Converg.
 DD3565;SPC SC       -   222,055.842   823,903.416   MT  0.99979683   +1 17 01.0
 DD3565;SPC SC       -   728,529.67  2,703,095.20   iFT  0.99979683   +1 17 01.0
 DD3565;UTM  17      - 3,743,950.741   714,301.527   MT  1.00016619   +1 17 20.3
 DD3565
 DD3565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3565!SPC SC       -   1.00000497  x   0.99979683  =   0.99980180
 DD3565!UTM  17      -   1.00000497  x   1.00016619  =   1.00017116
 DD3565
 DD3565|---------------------------------------------------------------------|
 DD3565| PID    Reference Object                     Distance      Geod. Az  |
 DD3565|                                                           dddmmss.s |
 DD3565| DD4553 5775                                380.682 METERS 24705     |
 DD3565|---------------------------------------------------------------------|
 DD3565
 DD3565                          SUPERSEDED SURVEY CONTROL
 DD3565
 DD3565  NAD 83(1995)-  33 48 50.63903(N)    078 41 04.86186(W) AD(       ) 2
 DD3565  ELLIP H (12/20/99)  -31.67   (m)                       GP(       ) 4 1
 DD3565  NAD 83(1986)-  33 48 50.64770(N)    078 41 04.86910(W) AD(       ) 2
 DD3565  NAD 83(1986)-  33 48 50.65424(N)    078 41 04.87409(W) AD(       ) 3
 DD3565  NGVD 29 (05/09/91)    3.655  (m)           11.99   (f) ADJUSTED    3 0
 DD3565
 DD3565.Superseded values are not recommended for survey control.
 DD3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3565.See file dsdata.txt to determine how the superseded data were derived.
 DD3565
 DD3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1430243951(NAD 83)
 DD3565_MARKER: DD = SURVEY DISK
 DD3565_SETTING: 0 = UNSPECIFIED SETTING
 DD3565_STAMPING: 5780 1987
 DD3565_MARK LOGO: SCCC  
 DD3565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3565+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD3565
 DD3565  HISTORY     - Date     Condition        Report By
 DD3565  HISTORY     - 1987     MONUMENTED       SCCC
 DD3565  HISTORY     - 19900918 GOOD             NGS
 DD3565
 DD3565                          STATION DESCRIPTION
 DD3565
 DD3565'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3565'THE STATION IS LOCATED IN NORTH MYRTLE BEACH AT THE INTERSECTION OF
 DD3565'OCEAN BOULEVARD (HIGHWAY 65) AND 9TH AVENUE SOUTH.
 DD3565'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3565'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3565'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND, (4.3 FT) WEST
 DD3565'FROM POWER POLE NUMBER 76441, (40.6 FT) NORTHEAST FROM THE NORTH
 DD3565'CORNER OF HOUSE NUMBER 903.
 DD3565
 DD3565                          STATION RECOVERY (1990)
 DD3565
 DD3565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND SOUTH
 DD3565'CAROLINA HIGHWAY 65 (27TH AVE. SOUTH), IN NORTH MYRTLE BEACH, TURN
 DD3565'RIGHT ON STATE HIGHWAY 65 AND GO SOUTHEAST FOR 0.56 KM (0.35 MI) TO
 DD3565'THE STOP SIGN AT OCEAN BLVD..  TURN LEFT AND GO NORTHEAST ON OCEAN
 DD3565'BLVD. (STATE HIGHWAY 65) FOR 2.40 KM (1.49 MI) TO THE STATION ON THE
 DD3565'RIGHT AT THE INTERSECTION OF 9TH AVE. SOUTH.
 DD3565'OWNERSHIP--SCHDPT, PRECONSTUCTION ENGINEER, P.O. BOX 191,
 DD3565'COLUMBIA, SC 29202, PHONE 803-737-1314.
 DD3565'THE STATION IS A STANDARD SCCC BRASS DISK SET ON TOP OF A 2-FT LONG
 DD3565'2-IN PVC PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND
 DD3565'RECESSED 0.10 M (0.33 FT) BELOW THE GROUND.  LOCATED 9.2 M (30.2 FT)
 DD3565'SOUTH-SOUTHWEST OF THE CENTERLINE OF 9TH AVE. SOUTH, 7.25 M
 DD3565'(23.79 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF OCEAN BLVD., 1.15 M
 DD3565'(3.77 FT) WEST OF POWER POLE NO.62792 WITH LIGHT AND TRANSFORMER
 DD3565'ATTACHED, 0.70 M (2.30 FT) SOUTH-SOUTHEAST OF THE EDGE OF THE CURB
 DD3565'AND 0.55 M (1.80 FT) SOUTHEAST OF CONCRETE BEACH ACCESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4552 ***********************************************************************
 DD4552  DESIGNATION -  5785
 DD4552  PID         -  DD4552
 DD4552  STATE/COUNTY-  SC/HORRY
 DD4552  USGS QUAD   -  WAMPEE (1990)
 DD4552
 DD4552                         *CURRENT SURVEY CONTROL
 DD4552  ___________________________________________________________________
 DD4552* NAD 83(2001)-  33 48 55.21162(N)    078 40 54.24936(W)     ADJUSTED  
 DD4552* NAVD 88     -         1.821  (meters)       5.97   (feet)  ADJUSTED  
 DD4552  ___________________________________________________________________
 DD4552  X           -   1,041,085.270 (meters)                     COMP
 DD4552  Y           -  -5,201,493.122 (meters)                     COMP
 DD4552  Z           -   3,529,428.481 (meters)                     COMP
 DD4552  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DD4552  ELLIP HEIGHT-         -33.20  (meters)          (03/27/03) GPS OBS
 DD4552  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DD4552  DYNAMIC HT  -           1.819 (meters)       5.97  (feet)  COMP
 DD4552  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 DD4552
 DD4552  HORZ ORDER  -  SECOND
 DD4552  VERT ORDER  -  THIRD
 DD4552  ELLP ORDER  -  FOURTH    CLASS II
 DD4552
 DD4552.The horizontal coordinates were established by GPS observations
 DD4552.and adjusted by the National Geodetic Survey in March 2003..
 DD4552
 DD4552.The orthometric height was determined by differential leveling
 DD4552.and adjusted by the National Geodetic Survey in April 1995..
 DD4552
 DD4552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4552
 DD4552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4552
 DD4552.The ellipsoidal height was determined by GPS observations
 DD4552.and is referenced to NAD 83.
 DD4552
 DD4552.The geoid height was determined by GEOID03.
 DD4552
 DD4552.The dynamic height is computed by dividing the NAVD 88
 DD4552.geopotential number by the normal gravity value computed on the
 DD4552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4552.degrees latitude (g = 980.6199 gals.).
 DD4552
 DD4552.The modeled gravity was interpolated from observed gravity values.
 DD4552
 DD4552;                    North         East     Units Scale Factor Converg.
 DD4552;SPC SC       -   222,202.783   824,173.073   MT  0.99979689   +1 17 06.9
 DD4552;SPC SC       -   729,011.76  2,703,979.90   iFT  0.99979689   +1 17 06.9
 DD4552;UTM  17      - 3,744,097.762   714,571.271   MT  1.00016761   +1 17 26.3
 DD4552
 DD4552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4552!SPC SC       -   1.00000521  x   0.99979689  =   0.99980210
 DD4552!UTM  17      -   1.00000521  x   1.00016761  =   1.00017282
 DD4552
 DD4552|---------------------------------------------------------------------|
 DD4552| PID    Reference Object                     Distance      Geod. Az  |
 DD4552|                                                           dddmmss.s |
 DD4552| DD3565 5780                                307.157 METERS 24242     |
 DD4552|---------------------------------------------------------------------|
 DD4552
 DD4552                          SUPERSEDED SURVEY CONTROL
 DD4552
 DD4552  NAD 83(1995)-  33 48 55.21172(N)    078 40 54.24912(W) AD(       ) 2
 DD4552  ELLIP H (12/20/99)  -33.21   (m)                       GP(       ) 4 1
 DD4552  NAD 83(1986)-  33 48 55.22033(N)    078 40 54.25641(W) AD(       ) 2
 DD4552  NGVD 29 (05/09/91)    2.139  (m)            7.02   (f) ADJUSTED    3 0
 DD4552
 DD4552.Superseded values are not recommended for survey control.
 DD4552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4552.See file dsdata.txt to determine how the superseded data were derived.
 DD4552
 DD4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1457144098(NAD 83)
 DD4552_MARKER: DD = SURVEY DISK
 DD4552_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD4552_SP_SET: SIDEWALK
 DD4552_STAMPING: 5785 1988
 DD4552_MARK LOGO: SCCC  
 DD4552_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4552+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD4552
 DD4552  HISTORY     - Date     Condition        Report By
 DD4552  HISTORY     - 1988     MONUMENTED       SCCC
 DD4552  HISTORY     - 19900918 GOOD             NGS
 DD4552
 DD4552                          STATION DESCRIPTION
 DD4552
 DD4552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD4552'HIGHWAY 65 IN NORTH MYRTLE BEACH, GO SOUTHEAST ALONG STATE HIGHWAY 65
 DD4552'FOR 0.56 KM (0.35 MI) TO A STOP SIGN AT OCEAN BOULEVARD, TURN LEFT
 DD4552'AND GO EAST ON OCEAN BOULEVARD (STATE HIGHWAY 65) FOR 2.05 KM
 DD4552'(1.27 MI) TO THE MARK ON THE LEFT IN THE SIDEWALK AT THE JUNCTION OF
 DD4552'7TH AVENUE SOUTH.
 DD4552'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER,  P.O. BOX 191, COLUMBIA,
 DD4552'SC 29202, PHONE 803-737-1314.
 DD4552'THE STATION IS LOCATED 8.5 M (27.9 FT) EAST FROM CENTER OF 7TH AVENUE
 DD4552'SOUTH, 7.4 M (24.3 FT) NORTH FROM CENTER OF OCEAN BOULEVARD AND 0.8 M
 DD4552'(2.6 FT) SOUTH FROM A CONCRETE BLOCK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3566 ***********************************************************************
 DD3566  DESIGNATION -  5790
 DD3566  PID         -  DD3566
 DD3566  STATE/COUNTY-  SC/HORRY
 DD3566  USGS QUAD   -  WAMPEE (1990)
 DD3566
 DD3566                         *CURRENT SURVEY CONTROL
 DD3566  ___________________________________________________________________
 DD3566* NAD 83(2001)-  33 49 00.03507(N)    078 40 41.75667(W)     ADJUSTED  
 DD3566* NAVD 88     -         2.349  (meters)       7.71   (feet)  ADJUSTED  
 DD3566  ___________________________________________________________________
 DD3566  X           -   1,041,384.155 (meters)                     COMP
 DD3566  Y           -  -5,201,349.399 (meters)                     COMP
 DD3566  Z           -   3,529,552.254 (meters)                     COMP
 DD3566  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DD3566  ELLIP HEIGHT-         -32.66  (meters)          (03/27/03) GPS OBS
 DD3566  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DD3566  DYNAMIC HT  -           2.346 (meters)       7.70  (feet)  COMP
 DD3566  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 DD3566
 DD3566  HORZ ORDER  -  SECOND
 DD3566  VERT ORDER  -  THIRD
 DD3566  ELLP ORDER  -  FOURTH    CLASS II
 DD3566
 DD3566.The horizontal coordinates were established by GPS observations
 DD3566.and adjusted by the National Geodetic Survey in March 2003..
 DD3566
 DD3566.The orthometric height was determined by differential leveling
 DD3566.and adjusted by the National Geodetic Survey in April 1995..
 DD3566
 DD3566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3566
 DD3566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3566
 DD3566.The ellipsoidal height was determined by GPS observations
 DD3566.and is referenced to NAD 83.
 DD3566
 DD3566.The geoid height was determined by GEOID03.
 DD3566
 DD3566.The dynamic height is computed by dividing the NAVD 88
 DD3566.geopotential number by the normal gravity value computed on the
 DD3566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3566.degrees latitude (g = 980.6199 gals.).
 DD3566
 DD3566.The modeled gravity was interpolated from observed gravity values.
 DD3566
 DD3566;                    North         East     Units Scale Factor Converg.
 DD3566;SPC SC       -   222,358.540   824,490.874   MT  0.99979695   +1 17 13.8
 DD3566;SPC SC       -   729,522.77  2,705,022.55   iFT  0.99979695   +1 17 13.8
 DD3566;UTM  17      - 3,744,253.607   714,889.175   MT  1.00016930   +1 17 33.5
 DD3566
 DD3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3566!SPC SC       -   1.00000513  x   0.99979695  =   0.99980208
 DD3566!UTM  17      -   1.00000513  x   1.00016930  =   1.00017443
 DD3566
 DD3566|---------------------------------------------------------------------|
 DD3566| PID    Reference Object                     Distance      Geod. Az  |
 DD3566|                                                           dddmmss.s |
 DD3566| DD3567 5795                                364.849 METERS 06809     |
 DD3566| DD4552 5785                                353.990 METERS 24511     |
 DD3566|---------------------------------------------------------------------|
 DD3566
 DD3566                          SUPERSEDED SURVEY CONTROL
 DD3566
 DD3566  NAD 83(1995)-  33 49 00.03516(N)    078 40 41.75642(W) AD(       ) 2
 DD3566  ELLIP H (12/20/99)  -32.67   (m)                       GP(       ) 4 1
 DD3566  NAD 83(1986)-  33 49 00.04376(N)    078 40 41.76373(W) AD(       ) 2
 DD3566  NAD 83(1986)-  33 49 00.04968(N)    078 40 41.76830(W) AD(       ) 3
 DD3566  NGVD 29 (05/09/91)    2.667  (m)            8.75   (f) ADJUSTED    3 0
 DD3566
 DD3566.Superseded values are not recommended for survey control.
 DD3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3566.See file dsdata.txt to determine how the superseded data were derived.
 DD3566
 DD3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1488944254(NAD 83)
 DD3566_MARKER: DD = SURVEY DISK
 DD3566_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3566_SP_SET: SIDEWALK
 DD3566_STAMPING: 5790 1987
 DD3566_MARK LOGO: SCCC  
 DD3566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3566+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD3566
 DD3566  HISTORY     - Date     Condition        Report By
 DD3566  HISTORY     - 1987     MONUMENTED       SCCC
 DD3566  HISTORY     - 19900918 GOOD             NGS
 DD3566
 DD3566                          STATION DESCRIPTION
 DD3566
 DD3566'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3566'THE STATION IS LOCATED IN NORTH MYRTLE BEACH NEAR THE INTERSECTION OF
 DD3566'OCEAN BOULEVARD (HIGHWAY 65) AND 5TH AVENUE SOUTH.
 DD3566'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN A CONCRETE
 DD3566'SIDEWALK, (46.6 FT) SOUTHWEST FROM SCPSA POWER POLE NUMBER 57966,
 DD3566'(24.2 FT) SOUTH FROM THE SOUTH CORNER OF THE APARTMENT BUILDING.
 DD3566
 DD3566                          STATION RECOVERY (1990)
 DD3566
 DD3566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3566'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD3566'HIGHWAY 65, IN NORTH MYRTLE BEACH, GO SOUTHEAST ALONG STATE HIGHWAY
 DD3566'65 FOR 0.56 KM (0.35 MI) TO A STOP SIGN AT OCEAN BOULEVARD, TURN LEFT
 DD3566'AND GO EAST ON OCEAN BOULEVARD (STATE HIGHWAY 65) FOR 3.7 KM
 DD3566'(2.3 MI) TO THE MARK ON THE LEFT IN THE SIDEWALK IN FRONT OF THE
 DD3566'SEAVIEW APARTMENTS AT 506 OCEAN BOULEVARD.
 DD3566'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3566'SC 29202, PHONE 803-737-1314.
 DD3566'THE STATION IS LOCATED 7.8 M (25.6 FT) NORTH FROM THE CENTER OF OCEAN
 DD3566'BOULEVARD, 6.1 M (20.0 FT) EAST FROM THE NORTHEAST CORNER OF THE
 DD3566'SEAVIEW APARTMENTS AND 2.7 M (8.9 FT) SOUTH OF A STEEL WATER METER
 DD3566'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3567 ***********************************************************************
 DD3567  DESIGNATION -  5795
 DD3567  PID         -  DD3567
 DD3567  STATE/COUNTY-  SC/HORRY
 DD3567  USGS QUAD   -  WAMPEE (1990)
 DD3567
 DD3567                         *CURRENT SURVEY CONTROL
 DD3567  ___________________________________________________________________
 DD3567* NAD 83(2001)-  33 49 04.44115(N)    078 40 28.58839(W)     ADJUSTED  
 DD3567* NAVD 88     -         2.041  (meters)       6.70   (feet)  ADJUSTED  
 DD3567  ___________________________________________________________________
 DD3567  X           -   1,041,701.326 (meters)                     COMP
 DD3567  Y           -  -5,201,208.562 (meters)                     COMP
 DD3567  Z           -   3,529,664.863 (meters)                     COMP
 DD3567  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DD3567  ELLIP HEIGHT-         -32.98  (meters)          (03/27/03) GPS OBS
 DD3567  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DD3567  DYNAMIC HT  -           2.039 (meters)       6.69  (feet)  COMP
 DD3567  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 DD3567
 DD3567  HORZ ORDER  -  SECOND
 DD3567  VERT ORDER  -  THIRD
 DD3567  ELLP ORDER  -  FOURTH    CLASS II
 DD3567
 DD3567.The horizontal coordinates were established by GPS observations
 DD3567.and adjusted by the National Geodetic Survey in March 2003..
 DD3567
 DD3567.The orthometric height was determined by differential leveling
 DD3567.and adjusted by the National Geodetic Survey in April 1995..
 DD3567
 DD3567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3567
 DD3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3567
 DD3567.The ellipsoidal height was determined by GPS observations
 DD3567.and is referenced to NAD 83.
 DD3567
 DD3567.The geoid height was determined by GEOID03.
 DD3567
 DD3567.The dynamic height is computed by dividing the NAVD 88
 DD3567.geopotential number by the normal gravity value computed on the
 DD3567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3567.degrees latitude (g = 980.6199 gals.).
 DD3567
 DD3567.The modeled gravity was interpolated from observed gravity values.
 DD3567
 DD3567;                    North         East     Units Scale Factor Converg.
 DD3567;SPC SC       -   222,501.845   824,826.321   MT  0.99979700   +1 17 21.1
 DD3567;SPC SC       -   729,992.93  2,706,123.10   iFT  0.99979700   +1 17 21.1
 DD3567;UTM  17      - 3,744,396.998   715,224.733   MT  1.00017108   +1 17 40.9
 DD3567
 DD3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3567!SPC SC       -   1.00000518  x   0.99979700  =   0.99980218
 DD3567!UTM  17      -   1.00000518  x   1.00017108  =   1.00017626
 DD3567
 DD3567|---------------------------------------------------------------------|
 DD3567| PID    Reference Object                     Distance      Geod. Az  |
 DD3567|                                                           dddmmss.s |
 DD3567| DD3566 5790                                364.849 METERS 24809     |
 DD3567|---------------------------------------------------------------------|
 DD3567
 DD3567                          SUPERSEDED SURVEY CONTROL
 DD3567
 DD3567  NAD 83(1995)-  33 49 04.44125(N)    078 40 28.58815(W) AD(       ) 2
 DD3567  ELLIP H (12/20/99)  -32.99   (m)                       GP(       ) 4 1
 DD3567  NAD 83(1986)-  33 49 04.44981(N)    078 40 28.59547(W) AD(       ) 2
 DD3567  NAD 83(1986)-  33 49 04.45534(N)    078 40 28.59974(W) AD(       ) 3
 DD3567  NGVD 29 (05/09/91)    2.360  (m)            7.74   (f) ADJUSTED    3 0
 DD3567
 DD3567.Superseded values are not recommended for survey control.
 DD3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3567.See file dsdata.txt to determine how the superseded data were derived.
 DD3567
 DD3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1522544397(NAD 83)
 DD3567_MARKER: DD = SURVEY DISK
 DD3567_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD3567_SP_SET: SIDEWALK
 DD3567_STAMPING: 5795 1987
 DD3567_MARK LOGO: SCCC  
 DD3567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3567+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD3567
 DD3567  HISTORY     - Date     Condition        Report By
 DD3567  HISTORY     - 1987     MONUMENTED       SCCC
 DD3567  HISTORY     - 19900918 GOOD             NGS
 DD3567
 DD3567                          STATION DESCRIPTION
 DD3567
 DD3567'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3567'THE STATION IS LOCATED IN NORTH MYRTLE BEACH IN THE SOUTHWEST QUADRANT
 DD3567'OF THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY 65) AND 2ND AVENUE
 DD3567'SOUTH.
 DD3567'THE STATION IS A STANDARD BRASS CAP CEMENTED FLUSH IN A CONCRETE
 DD3567'SIDEWALK, (44.5 FT) WEST SOUTHWEST FROM THE POWER POLE, (40.3 FT) WEST
 DD3567'NORTHWEST FROM THE NORTHWEST CORNER OF THE PUMP STATION NUMBER 21.
 DD3567
 DD3567                          STATION RECOVERY (1990)
 DD3567
 DD3567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3567'THE STATION IS LOCATED IN NORTH MYRTLE BEACH ON ROAD RIGHT-OF-WAY.
 DD3567'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3567'SC 29202, PHONE 803-737-1314.
 DD3567'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 DD3567'SOUTH CAROLINA HIGHWAY 9 (CHERRY GROVE EXIT) JUST NORTHWEST OF NORTH
 DD3567'MYRTLE BEACH, TURN RIGHT AND GO SOUTHEAST ON SC 9 (SEA MOUNTAIN
 DD3567'HIGHWAY) FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF OCEAN BLVD..  TURN
 DD3567'RIGHT AND GO SOUTHWEST ON OCEAN BLVD. FOR 3.21 KM (1.99 MI) TO THE
 DD3567'STATION ON THE LEFT BY THE SEA BREEZE MOTEL.
 DD3567'THE STATION IS LOCATED 13.6 M (44.6 FT) WEST-SOUTHWEST OF POWER POLE
 DD3567'NO. 58059 WITH A LIGHT AND A TRANSFORMER ATTACHED, 12.3 M (40.4 FT)
 DD3567'WEST-NORTHWEST OF THE NORTHWEST CORNER OF PUMP STATION 24, 8.15 M
 DD3567'(26.74 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF OCEAN BLVD., 1.05 M
 DD3567'(3.44 FT) SOUTH-SOUTHEAST OF EDGE OF CURB AND 0.55 M (1.80 FT) NORTH
 DD3567'OF A PUBLIC WALK CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4551 ***********************************************************************
 DD4551  DESIGNATION -  5798
 DD4551  PID         -  DD4551
 DD4551  STATE/COUNTY-  SC/HORRY
 DD4551  USGS QUAD   -  WAMPEE (1990)
 DD4551
 DD4551                         *CURRENT SURVEY CONTROL
 DD4551  ___________________________________________________________________
 DD4551* NAD 83(2001)-  33 49 08.89284(N)    078 40 16.56765(W)     ADJUSTED  
 DD4551* NAVD 88     -         2.039  (meters)       6.69   (feet)  ADJUSTED  
 DD4551  ___________________________________________________________________
 DD4551  X           -   1,041,989.445 (meters)                     COMP
 DD4551  Y           -  -5,201,072.994 (meters)                     COMP
 DD4551  Z           -   3,529,778.816 (meters)                     COMP
 DD4551  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 DD4551  ELLIP HEIGHT-         -32.98  (meters)          (03/27/03) GPS OBS
 DD4551  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DD4551  DYNAMIC HT  -           2.037 (meters)       6.68  (feet)  COMP
 DD4551  MODELED GRAV-     979,631.4   (mgal)                       NAVD 88
 DD4551
 DD4551  HORZ ORDER  -  SECOND
 DD4551  VERT ORDER  -  THIRD
 DD4551  ELLP ORDER  -  FOURTH    CLASS II
 DD4551
 DD4551.The horizontal coordinates were established by GPS observations
 DD4551.and adjusted by the National Geodetic Survey in March 2003..
 DD4551
 DD4551.The orthometric height was determined by differential leveling
 DD4551.and adjusted by the National Geodetic Survey in April 1995..
 DD4551
 DD4551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4551
 DD4551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4551
 DD4551.The ellipsoidal height was determined by GPS observations
 DD4551.and is referenced to NAD 83.
 DD4551
 DD4551.The geoid height was determined by GEOID03.
 DD4551
 DD4551.The dynamic height is computed by dividing the NAVD 88
 DD4551.geopotential number by the normal gravity value computed on the
 DD4551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4551.degrees latitude (g = 980.6199 gals.).
 DD4551
 DD4551.The modeled gravity was interpolated from observed gravity values.
 DD4551
 DD4551;                    North         East     Units Scale Factor Converg.
 DD4551;SPC SC       -   222,645.902   825,132.228   MT  0.99979706   +1 17 27.8
 DD4551;SPC SC       -   730,465.56  2,707,126.73   iFT  0.99979706   +1 17 27.8
 DD4551;UTM  17      - 3,744,541.138   715,530.741   MT  1.00017270   +1 17 47.8
 DD4551
 DD4551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4551!SPC SC       -   1.00000518  x   0.99979706  =   0.99980224
 DD4551!UTM  17      -   1.00000518  x   1.00017270  =   1.00017788
 DD4551
 DD4551|---------------------------------------------------------------------|
 DD4551| PID    Reference Object                     Distance      Geod. Az  |
 DD4551|                                                           dddmmss.s |
 DD4551| DD3568 5800                                248.419 METERS 06306     |
 DD4551| DD3567 5795                                338.198 METERS 24604     |
 DD4551|---------------------------------------------------------------------|
 DD4551
 DD4551                          SUPERSEDED SURVEY CONTROL
 DD4551
 DD4551  NAD 83(1995)-  33 49 08.89293(N)    078 40 16.56741(W) AD(       ) 2
 DD4551  ELLIP H (12/20/99)  -33.00   (m)                       GP(       ) 4 1
 DD4551  NAD 83(1986)-  33 49 08.90154(N)    078 40 16.57472(W) AD(       ) 2
 DD4551  NGVD 29 (05/09/91)    2.358  (m)            7.74   (f) ADJUSTED    3 0
 DD4551
 DD4551.Superseded values are not recommended for survey control.
 DD4551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4551.See file dsdata.txt to determine how the superseded data were derived.
 DD4551
 DD4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1553144541(NAD 83)
 DD4551_MARKER: DD = SURVEY DISK
 DD4551_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD4551_SP_SET: SIDEWALK
 DD4551_STAMPING: 5798 1988
 DD4551_MARK LOGO: SCCC  
 DD4551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4551+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD4551
 DD4551  HISTORY     - Date     Condition        Report By
 DD4551  HISTORY     - 1988     MONUMENTED       SCCC
 DD4551  HISTORY     - 19900918 GOOD             NGS
 DD4551
 DD4551                          STATION DESCRIPTION
 DD4551
 DD4551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4551'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 DD4551'SOUTH CAROLINA HIGHWAY 9 (CHERRY GROVE EXIT), JUST NORTHWEST OF NORTH
 DD4551'MYRTLE BEACH, TURN RIGHT AND GO SOUTHEAST ON SC 9 (SEA MOUNTAIN
 DD4551'HIGHWAY) FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF OCEAN BLVD..  TURN
 DD4551'RIGHT AND GO SOUTHWEST ON OCEAN BLVD. FOR 2.81 KM (1.75 MI) TO THE
 DD4551'STATION ON THE LEFT NEAR THE OCEAN DRIVE MOTEL.
 DD4551'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4551'SC 29202, PHONE 803-737-1314.
 DD4551'THE STATION IS LOCATED 7.1 M (23.3 FT) SOUTH-SOUTHEAST OF THE
 DD4551'CENTERLINE OF OCEAN BLVD., 5.2 M (17.1 FT) WEST OF THE CENTERLINE OF
 DD4551'THE DRIVEWAY TO THE PARKING AREA OF THE MOTEL, 0.8 M (2.6 FT) NORTH
 DD4551'OF POWER POLE NO. 56068 WITH A LIGHT ATTACHED AND 0.75 M (2.46 FT)
 DD4551'SOUTH-SOUTHEAST OF THE EDGE OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB4104 ***********************************************************************
 EB4104  DESIGNATION -  58 HLZ
 EB4104  PID         -  EB4104
 EB4104  STATE/COUNTY-  SC/MARLBORO
 EB4104  USGS QUAD   -  BENNETTSVILLE SOUTH (1972)
 EB4104
 EB4104                         *CURRENT SURVEY CONTROL
 EB4104  ___________________________________________________________________
 EB4104* NAD 83(1986)-  34 35 32.     (N)    079 44 42.     (W)     SCALED    
 EB4104* NAVD 88     -        40.034  (meters)     131.34   (feet)  ADJUSTED  
 EB4104  ___________________________________________________________________
 EB4104  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EB4104  DYNAMIC HT  -          39.996 (meters)     131.22  (feet)  COMP
 EB4104  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 EB4104
 EB4104  VERT ORDER  -  FIRST     CLASS II
 EB4104
 EB4104.The horizontal coordinates were scaled from a topographic map and have
 EB4104.an estimated accuracy of +/- 6 seconds.
 EB4104
 EB4104.The orthometric height was determined by differential leveling
 EB4104.and adjusted by the National Geodetic Survey in June 1994..
 EB4104
 EB4104.The geoid height was determined by GEOID03.
 EB4104
 EB4104.The dynamic height is computed by dividing the NAVD 88
 EB4104.geopotential number by the normal gravity value computed on the
 EB4104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB4104.degrees latitude (g = 980.6199 gals.).
 EB4104
 EB4104.The modeled gravity was interpolated from observed gravity values.
 EB4104
 EB4104;                    North         East    Units  Estimated Accuracy
 EB4104;SPC SC       -   306,660.      724,720.      MT  (+/- 180 meters Scaled)
 EB4104
 EB4104                          SUPERSEDED SURVEY CONTROL
 EB4104
 EB4104.No superseded survey control is available for this station.
 EB4104
 EB4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU150285(NAD 83)
 EB4104_MARKER: DD = SURVEY DISK
 EB4104_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EB4104_SP_SET: FOUNDATION
 EB4104_STAMPING: 58 HLZ 1970
 EB4104_MARK LOGO: USGS  
 EB4104_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB4104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB4104+STABILITY: SURFACE MOTION
 EB4104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB4104+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1993
 EB4104
 EB4104  HISTORY     - Date     Condition        Report By
 EB4104  HISTORY     - 1970     MONUMENTED       USGS
 EB4104  HISTORY     - 19930510 GOOD             SCGS
 EB4104
 EB4104                          STATION DESCRIPTION
 EB4104
 EB4104'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993
 EB4104'STATION IS LOCATED 3.8 MILES (6.1 KM) WEST OF BENNETTSVILLE.
 EB4104'OWNERSHIP--DICK LENOX, ROUTE 2, BOX 25A, BENNETTSVILLE, SC 29512,
 EB4104'PHONE 803-479-2780. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EB4104'HIGHWAYS 15, 401, STATE HIGHWAY 912 (WILLAMETTE ROAD) AND STATE ROAD
 EB4104'57 (MARLBORO ROAD), 5.1 MILES (8.2 KM) SOUTHWEST OF BENNETTSVILLE, GO
 EB4104'EAST NORTHEAST ON HIGHWAYS 15 AND 401 FOR 1.1 MILES (1.8 KM) TO A
 EB4104'FIELD ACCES ROAD RIGHT LEADING TO A LOCKED FIELD GATE AND THE STATION
 EB4104'IN THE SOUTH ANGLE, SET IN AN UNUSED SQUARE CONCRETE FOUNDATION WITH
 EB4104'AN OLD TANK FILLER PIPE PROJECTING 0.6-FOOT AND ON THE SOUTHWEST SIDE
 EB4104'OF A FARM MACHINERY SCRAP YARD. STATION IS A DRILL MARK IN A CONCRETE
 EB4104'FOUNDATION AND LEVEL WITH THE HIGHWAY, 97.2 FEET (29.6 M) SOUTHEAST
 EB4104'OF A POWER POLE EE07 WITH GUY WIRE, 0.6 FOOT (18.3 CM) EAST OF THE
 EB4104'WEST CORNER OF THE FOUNDATION, 16.5 FEET (5.0 M) WEST SOUTHWEST OF
 EB4104'THE CENTER OF THE ACCESS ROAD, 2.0 FEET (0.6 M) WEST NORTHWEST OF THE
 EB4104'FILLER PIPE, 134.3 FEET (40.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE
 EB4104'HIGHWAY, 87.0 FEET (26.5 M) SOUTH OF A WOODEN FENCE POST WITH A SCGS
 EB4104'REFERENCE WASHER ATTACHED, 0.7 FOOT (21.3 CM) SOUTH SOUTHWEST OF A
 EB4104'WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3373 ***********************************************************************
 DE3373  DESIGNATION -  58 SW 8
 DE3373  PID         -  DE3373
 DE3373  STATE/COUNTY-  SC/AIKEN
 DE3373  USGS QUAD   -  AIKEN (1980)
 DE3373
 DE3373                         *CURRENT SURVEY CONTROL
 DE3373  ___________________________________________________________________
 DE3373* NAD 83(1986)-  33 31 19.     (N)    081 43 35.     (W)     SCALED    
 DE3373* NAVD 88     -       150.271  (meters)     493.01   (feet)  ADJUSTED  
 DE3373  ___________________________________________________________________
 DE3373  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DE3373  DYNAMIC HT  -         150.108 (meters)     492.48  (feet)  COMP
 DE3373  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 DE3373
 DE3373  VERT ORDER  -  FIRST     CLASS II
 DE3373
 DE3373.The horizontal coordinates were scaled from a topographic map and have
 DE3373.an estimated accuracy of +/- 6 seconds.
 DE3373
 DE3373.The orthometric height was determined by differential leveling
 DE3373.and adjusted by the National Geodetic Survey in April 1994..
 DE3373
 DE3373.The geoid height was determined by GEOID03.
 DE3373
 DE3373.The dynamic height is computed by dividing the NAVD 88
 DE3373.geopotential number by the normal gravity value computed on the
 DE3373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3373.degrees latitude (g = 980.6199 gals.).
 DE3373
 DE3373.The modeled gravity was interpolated from observed gravity values.
 DE3373
 DE3373;                    North         East    Units  Estimated Accuracy
 DE3373;SPC SC       -   187,500.      542,130.      MT  (+/- 180 meters Scaled)
 DE3373
 DE3373                          SUPERSEDED SURVEY CONTROL
 DE3373
 DE3373.No superseded survey control is available for this station.
 DE3373
 DE3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT325093(NAD 83)
 DE3373_MARKER: P = PIPE CAP
 DE3373_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3373_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3373_STAMPING: 58 1992 SW 8
 DE3373_MARK LOGO: SC0020
 DE3373_PROJECTION: RECESSED 15 CENTIMETERS
 DE3373_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3373+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 DE3373_ROD/PIPE-DEPTH: 0.76 meters
 DE3373
 DE3373  HISTORY     - Date     Condition        Report By
 DE3373  HISTORY     - 1992     MONUMENTED       SC0020
 DE3373  HISTORY     - 19920909 GOOD             SCGS
 DE3373  HISTORY     - 20001218 GOOD             SCGS
 DE3373
 DE3373                          STATION DESCRIPTION
 DE3373
 DE3373'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3373'STATION IS LOCATED NEAR A SIDEWALK IN THE SOUTHWEST ANGLE OF THE
 DE3373'JUNCTION OF STATE HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST), 302 AND
 DE3373'SILVERBLUFF ROAD SOUTHWEST. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3373'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3373'803-737-1350.
 DE3373'STATION IS A PIPE MARK WITH CAP RECESSED 0.6 FOOT (18.3 CM) AND 0.5
 DE3373'FOOT (15.2 CM) BELOW THE HIGHWAYS, 26.4 FEET (8.0 M) NORTH OF METAL
 DE3373'WATER METER COVER, 22.7 FEET (6.9 M) NORTH NORTHEAST OF A POWER POLE
 DE3373'WITH TWO GUY WIRES AND AN ELECTRIC METER ATTACHED, 5.7 FEET (1.7 M)
 DE3373'WEST NORTHWEST OF THE WEST EDGE OF THE SIDEWALK, 9.1 FEET (2.8 M)
 DE3373'NORTH NORTHEAST OF THE CENTER OF A METAL DRAIN HOLE COVER, 34.1 FEET
 DE3373'(10.4 M) EAST OF A FIRE HYDRANT, 52.8 FEET (16.1 M) EAST OF A LARGE
 DE3373'CONCRETE POWER POLE, 22.1 FEET (6.7 M) NORTH NORTHEAST OF THE NORTH
 DE3373'CORNER OF A CONCRETE BASE FOR A METAL TRAFFIC CONTROL BOX, 22.3 FEET
 DE3373'(6.8 M) NORTH NORTHEAST OF A WITNESS POST.
 DE3373'RECOVERED BY T. HALL.
 DE3373
 DE3373                          STATION RECOVERY (2000)
 DE3373
 DE3373'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3373'STATION IS LOCATED NEAR A SIDEWALK IN THE SOUTHWEST ANGLE OF THE
 DE3373'JUNCTION OF STATE HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) , 302 AND
 DE3373'SILVER BLUFF ROAD SOUTHWEST, 2.7 MILE (4.3 KM) SOUTH OF AIKEN.
 DE3373'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3373'COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS AN ALUMINUM PIPE
 DE3373'MARK WITH CAP RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW
 DE3373'THE HIGHWAY, 25.9 FEET (7.9 M) NORTH NORTHEAST OF THE NORTH EDGE OF A
 DE3373'WATER METER COVER, 22.7 FEET (6.9 M) NORTH NORTHEAST OF A POWER POLE
 DE3373'WITH FOUR GUY WIRES AND A METER, 6.0 FEET (1.8 M) WEST OF THE WEST
 DE3373'EDGE OF THE SIDEWALK, 9.0 FEET (2.7 M) NORTH NORTHWEST OF THE CENTER
 DE3373'OF A METAL DRAIN HOLE COVER, 34.0 FEET (10.4 M) EAST OF A FIRE
 DE3373'HYDRANT, 52.3 FEET (15.9 M) EAST NORTHEAST A LARGE CONCRETE POWER
 DE3373'POLE, 22.3 FEET (6.8 M) NORTH NORTHEAST OF A WITNESS POST. RECOVERED
 DE3373'BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3568 ***********************************************************************
 DD3568  DESIGNATION -  5800
 DD3568  PID         -  DD3568
 DD3568  STATE/COUNTY-  SC/HORRY
 DD3568  USGS QUAD   -  WAMPEE (1990)
 DD3568
 DD3568                         *CURRENT SURVEY CONTROL
 DD3568  ___________________________________________________________________
 DD3568* NAD 83(2001)-  33 49 12.54008(N)    078 40 07.95263(W)     ADJUSTED  
 DD3568* NAVD 88     -         1.891  (meters)       6.20   (feet)  ADJUSTED  
 DD3568  ___________________________________________________________________
 DD3568  X           -   1,042,194.362 (meters)                     COMP
 DD3568  Y           -  -5,200,968.012 (meters)                     COMP
 DD3568  Z           -   3,529,872.087 (meters)                     COMP
 DD3568  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DD3568  ELLIP HEIGHT-         -33.14  (meters)          (03/27/03) GPS OBS
 DD3568  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DD3568  DYNAMIC HT  -           1.889 (meters)       6.20  (feet)  COMP
 DD3568  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 DD3568
 DD3568  HORZ ORDER  -  SECOND
 DD3568  VERT ORDER  -  THIRD
 DD3568  ELLP ORDER  -  FOURTH    CLASS II
 DD3568
 DD3568.The horizontal coordinates were established by GPS observations
 DD3568.and adjusted by the National Geodetic Survey in March 2003..
 DD3568
 DD3568.The orthometric height was determined by differential leveling
 DD3568.and adjusted by the National Geodetic Survey in April 1995..
 DD3568
 DD3568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3568
 DD3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3568
 DD3568.The ellipsoidal height was determined by GPS observations
 DD3568.and is referenced to NAD 83.
 DD3568
 DD3568.The geoid height was determined by GEOID03.
 DD3568
 DD3568.The dynamic height is computed by dividing the NAVD 88
 DD3568.geopotential number by the normal gravity value computed on the
 DD3568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3568.degrees latitude (g = 980.6199 gals.).
 DD3568
 DD3568.The modeled gravity was interpolated from observed gravity values.
 DD3568
 DD3568;                    North         East     Units Scale Factor Converg.
 DD3568;SPC SC       -   222,763.219   825,351.143   MT  0.99979711   +1 17 32.5
 DD3568;SPC SC       -   730,850.46  2,707,844.96   iFT  0.99979711   +1 17 32.5
 DD3568;UTM  17      - 3,744,658.520   715,749.726   MT  1.00017387   +1 17 52.7
 DD3568
 DD3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3568!SPC SC       -   1.00000520  x   0.99979711  =   0.99980231
 DD3568!UTM  17      -   1.00000520  x   1.00017387  =   1.00017907
 DD3568
 DD3568|---------------------------------------------------------------------|
 DD3568| PID    Reference Object                     Distance      Geod. Az  |
 DD3568|                                                           dddmmss.s |
 DD3568| DD4551 5798                                248.419 METERS 24306     |
 DD3568|---------------------------------------------------------------------|
 DD3568
 DD3568                          SUPERSEDED SURVEY CONTROL
 DD3568
 DD3568  NAD 83(1995)-  33 49 12.54017(N)    078 40 07.95239(W) AD(       ) 2
 DD3568  ELLIP H (12/20/99)  -33.16   (m)                       GP(       ) 4 1
 DD3568  NAD 83(1986)-  33 49 12.54886(N)    078 40 07.95968(W) AD(       ) 2
 DD3568  NAD 83(1986)-  33 49 12.55390(N)    078 40 07.96387(W) AD(       ) 3
 DD3568  NGVD 29 (05/09/91)    2.210  (m)            7.25   (f) ADJUSTED    3 0
 DD3568
 DD3568.Superseded values are not recommended for survey control.
 DD3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3568.See file dsdata.txt to determine how the superseded data were derived.
 DD3568
 DD3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1575044659(NAD 83)
 DD3568_MARKER: DD = SURVEY DISK
 DD3568_SETTING: 0 = UNSPECIFIED SETTING
 DD3568_STAMPING: 5800 1987
 DD3568_MARK LOGO: SCCC  
 DD3568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3568+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1990
 DD3568
 DD3568  HISTORY     - Date     Condition        Report By
 DD3568  HISTORY     - 1987     MONUMENTED       SCCC
 DD3568  HISTORY     - 19900918 GOOD             NGS
 DD3568
 DD3568                          STATION DESCRIPTION
 DD3568
 DD3568'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3568'THE STATION IS LOCATED IN NORTH MYRTLE BEACH AT THE INTERSECTION OF
 DD3568'OCEAN BOULEVARD (HIGHWAY 65) AND 3RD AVENUE NORTH, LOCATED IN THE
 DD3568'CENTER MEDIAN.
 DD3568'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3568'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3568'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (11.7 FT) SOUTH
 DD3568'FROM THE EDGE OF THE WESTBOUND LANE PAVEMENT, (12.1 FT) NORTH FROM THE
 DD3568'EDGE OF THE EASTBOUND LANE PAVEMENT, (5.8 FT) NORTH NORTHEAST FROM THE
 DD3568'FIRE HYDRANT.
 DD3568
 DD3568                          STATION RECOVERY (1990)
 DD3568
 DD3568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3568'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 DD3568'SOUTH CAROLINA HIGHWAY 9 (CHERRY GROVE EXIT) JUST NORTHWEST OF NORTH
 DD3568'MYRTLE BEACH, TURN RIGHT AND GO SOUTHEAST ON SC 9 (SEA MOUNTAIN
 DD3568'HIGHWAY) FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF OCEAN BLVD..  TURN
 DD3568'RIGHT AND GO SOUTHWEST ON OCEAN BLVD. FOR 2.57 KM (1.60 MI) TO THE
 DD3568'STATION ON THE LEFT IN A GRASSY MEDIAN.
 DD3568'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3568'SC 29202, PHONE 803-737-1314.
 DD3568'THE STATION IS A STANDARD SCCC BRASS DISK SET ON TOP OF A 2-FT LONG
 DD3568'2-IN PVC PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND
 DD3568'RECESSED 0.15 M (0.49 FT) BELOW THE GROUND.  LOCATED 10.7 M
 DD3568'(35.1 FT) WEST OF THE CENTERLINE OF THE CROSSOVER ROAD, 7.8 M
 DD3568'(25.6 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES,
 DD3568'6.6 M (21.7 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE SOUTHBOUND
 DD3568'LANES, 1.7 M (5.6 FT) NORTHEAST OF A FIRE HYDRANT AND 0.65 M
 DD3568'(2.13 FT) SOUTHWEST OF A WOODEN POST FOR A DO NOT PASS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4550 ***********************************************************************
 DD4550  DESIGNATION -  5803
 DD4550  PID         -  DD4550
 DD4550  STATE/COUNTY-  SC/HORRY
 DD4550  USGS QUAD   -  WAMPEE (1990)
 DD4550
 DD4550                         *CURRENT SURVEY CONTROL
 DD4550  ___________________________________________________________________
 DD4550* NAD 83(2001)-  33 49 15.68567(N)    078 39 59.01940(W)     ADJUSTED  
 DD4550* NAVD 88     -         1.950  (meters)       6.40   (feet)  ADJUSTED  
 DD4550  ___________________________________________________________________
 DD4550  X           -   1,042,409.022 (meters)                     COMP
 DD4550  Y           -  -5,200,870.036 (meters)                     COMP
 DD4550  Z           -   3,529,952.643 (meters)                     COMP
 DD4550  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DD4550  ELLIP HEIGHT-         -33.07  (meters)          (03/27/03) GPS OBS
 DD4550  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DD4550  DYNAMIC HT  -           1.948 (meters)       6.39  (feet)  COMP
 DD4550  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 DD4550
 DD4550  HORZ ORDER  -  SECOND
 DD4550  VERT ORDER  -  THIRD
 DD4550  ELLP ORDER  -  FOURTH    CLASS II
 DD4550
 DD4550.The horizontal coordinates were established by GPS observations
 DD4550.and adjusted by the National Geodetic Survey in March 2003..
 DD4550
 DD4550.The orthometric height was determined by differential leveling
 DD4550.and adjusted by the National Geodetic Survey in April 1995..
 DD4550
 DD4550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4550
 DD4550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4550
 DD4550.The ellipsoidal height was determined by GPS observations
 DD4550.and is referenced to NAD 83.
 DD4550
 DD4550.The geoid height was determined by GEOID03.
 DD4550
 DD4550.The dynamic height is computed by dividing the NAVD 88
 DD4550.geopotential number by the normal gravity value computed on the
 DD4550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4550.degrees latitude (g = 980.6199 gals.).
 DD4550
 DD4550.The modeled gravity was interpolated from observed gravity values.
 DD4550
 DD4550;                    North         East     Units Scale Factor Converg.
 DD4550;SPC SC       -   222,865.276   825,578.580   MT  0.99979715   +1 17 37.5
 DD4550;SPC SC       -   731,185.29  2,708,591.14   iFT  0.99979715   +1 17 37.5
 DD4550;UTM  17      - 3,744,760.638   715,977.240   MT  1.00017508   +1 17 57.8
 DD4550
 DD4550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4550!SPC SC       -   1.00000519  x   0.99979715  =   0.99980234
 DD4550!UTM  17      -   1.00000519  x   1.00017508  =   1.00018027
 DD4550
 DD4550:                Primary Azimuth Mark                     Grid Az
 DD4550:SPC SC       -  5798                                     243 49 36.3
 DD4550:UTM  17      -  5798                                     243 49 16.0
 DD4550
 DD4550|---------------------------------------------------------------------|
 DD4550| PID    Reference Object                     Distance      Geod. Az  |
 DD4550|                                                           dddmmss.s |
 DD4550| DD4551 5798                                497.449 METERS 2450713.8 |
 DD4550| DD3568 5800                                249.337 METERS 24708     |
 DD4550|---------------------------------------------------------------------|
 DD4550
 DD4550                          SUPERSEDED SURVEY CONTROL
 DD4550
 DD4550  NAD 83(1995)-  33 49 15.68576(N)    078 39 59.01916(W) AD(       ) 2
 DD4550  ELLIP H (12/20/99)  -33.09   (m)                       GP(       ) 4 1
 DD4550  NAD 83(1986)-  33 49 15.69439(N)    078 39 59.02649(W) AD(       ) 2
 DD4550  NGVD 29 (05/09/91)    2.269  (m)            7.44   (f) ADJUSTED    3 0
 DD4550
 DD4550.Superseded values are not recommended for survey control.
 DD4550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4550.See file dsdata.txt to determine how the superseded data were derived.
 DD4550
 DD4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1597744761(NAD 83)
 DD4550_MARKER: DD = SURVEY DISK
 DD4550_SETTING: 0 = UNSPECIFIED SETTING
 DD4550_STAMPING: 5803 88
 DD4550_MARK LOGO: SCCC  
 DD4550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4550+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DD4550
 DD4550  HISTORY     - Date     Condition        Report By
 DD4550  HISTORY     - UNK      MONUMENTED       SCCC
 DD4550  HISTORY     - 19900918 GOOD             NGS
 DD4550  HISTORY     - 19990907 GOOD             USPSQD
 DD4550  HISTORY     - 20040708 GOOD             USPSQD
 DD4550  HISTORY     - 20050822 GOOD             USPSQD
 DD4550
 DD4550                          STATION DESCRIPTION
 DD4550
 DD4550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4550'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 DD4550'SOUTH CAROLINA HIGHWAY 9 (CHERRY GROVE EXIT) JUST NORTHWEST OF NORTH
 DD4550'MYRTLE BEACH, TURN RIGHT AND GO SOUTHEAST ON SC 9 (SEA MOUNTAIN
 DD4550'HIGHWAY) FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF OCEAN BLVD..  TURN
 DD4550'RIGHT AND GO SOUTHWEST ON OCEAN BLVD. FOR 2.33 KM (1.45 MI) TO THE
 DD4550'STATION ON THE LEFT IN A GRASSY MEDIAN.
 DD4550'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4550'SC 29202, PHONE 803-737-1314.
 DD4550'THE STATION IS A STANDARD SCCC BRASS DISK SET ON TOP OF A 2-FT LONG
 DD4550'2-IN PVC PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND
 DD4550'RECESSED 0.10 M (0.33 FT) BELOW THE GROUND.  LOCATED 13.75 M
 DD4550'(45.11 FT) SOUTHWEST OF A 12-IN PALM TREE, 9.45 M (31.00 FT)
 DD4550'NORTHEAST OF THE CENTERLINE OF A CROSSOVER ROAD, 8.9 M (29.2 FT)
 DD4550'NORTH-NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES, 6.5 M
 DD4550'(21.3 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES,
 DD4550'2.55 M (8.37 FT) NORTH-NORTHEAST OF A STREET SIGN AND 0.3 M (1.0 FT)
 DD4550'NORTHWEST OF A FIBERGLASS WITNESS POST.
 DD4550
 DD4550                          STATION RECOVERY (1999)
 DD4550
 DD4550'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4550'RECOVERED IN GOOD CONDITION.
 DD4550
 DD4550                          STATION RECOVERY (2004)
 DD4550
 DD4550'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4550'RECOVERED IN GOOD CONDITION.
 DD4550
 DD4550                          STATION RECOVERY (2005)
 DD4550
 DD4550'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD4550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3569 ***********************************************************************
 DD3569  DESIGNATION -  5805
 DD3569  PID         -  DD3569
 DD3569  STATE/COUNTY-  SC/HORRY
 DD3569  USGS QUAD   -  WAMPEE (1990)
 DD3569
 DD3569                         *CURRENT SURVEY CONTROL
 DD3569  ___________________________________________________________________
 DD3569* NAD 83(2001)-  33 49 18.57533(N)    078 39 50.76276(W)     ADJUSTED  
 DD3569* NAVD 88     -         1.642  (meters)       5.39   (feet)  ADJUSTED  
 DD3569  ___________________________________________________________________
 DD3569  X           -   1,042,607.416 (meters)                     COMP
 DD3569  Y           -  -5,200,779.455 (meters)                     COMP
 DD3569  Z           -   3,530,026.431 (meters)                     COMP
 DD3569  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 DD3569  ELLIP HEIGHT-         -33.39  (meters)          (03/27/03) GPS OBS
 DD3569  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DD3569  DYNAMIC HT  -           1.641 (meters)       5.38  (feet)  COMP
 DD3569  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 DD3569
 DD3569  HORZ ORDER  -  SECOND
 DD3569  VERT ORDER  -  THIRD
 DD3569  ELLP ORDER  -  FOURTH    CLASS II
 DD3569
 DD3569.The horizontal coordinates were established by GPS observations
 DD3569.and adjusted by the National Geodetic Survey in March 2003..
 DD3569
 DD3569.The orthometric height was determined by differential leveling
 DD3569.and adjusted by the National Geodetic Survey in April 1995..
 DD3569
 DD3569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3569
 DD3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3569
 DD3569.The ellipsoidal height was determined by GPS observations
 DD3569.and is referenced to NAD 83.
 DD3569
 DD3569.The geoid height was determined by GEOID03.
 DD3569
 DD3569.The dynamic height is computed by dividing the NAVD 88
 DD3569.geopotential number by the normal gravity value computed on the
 DD3569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3569.degrees latitude (g = 980.6199 gals.).
 DD3569
 DD3569.The modeled gravity was interpolated from observed gravity values.
 DD3569
 DD3569;                    North         East     Units Scale Factor Converg.
 DD3569;SPC SC       -   222,959.063   825,788.800   MT  0.99979718   +1 17 42.1
 DD3569;SPC SC       -   731,492.99  2,709,280.84   iFT  0.99979718   +1 17 42.1
 DD3569;UTM  17      - 3,744,854.482   716,187.530   MT  1.00017620   +1 18 02.5
 DD3569
 DD3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3569!SPC SC       -   1.00000524  x   0.99979718  =   0.99980242
 DD3569!UTM  17      -   1.00000524  x   1.00017620  =   1.00018144
 DD3569
 DD3569:                Primary Azimuth Mark                     Grid Az
 DD3569:SPC SC       -  5800                                     245 53 32.1
 DD3569:UTM  17      -  5800                                     245 53 11.7
 DD3569
 DD3569|---------------------------------------------------------------------|
 DD3569| PID    Reference Object                     Distance      Geod. Az  |
 DD3569|                                                           dddmmss.s |
 DD3569| DD3568 5800                                479.575 METERS 2471114.2 |
 DD3569| DD4550 5803                                230.239 METERS 24715     |
 DD3569|---------------------------------------------------------------------|
 DD3569
 DD3569                          SUPERSEDED SURVEY CONTROL
 DD3569
 DD3569  NAD 83(1995)-  33 49 18.57542(N)    078 39 50.76253(W) AD(       ) 2
 DD3569  ELLIP H (12/20/99)  -33.41   (m)                       GP(       ) 4 1
 DD3569  NAD 83(1986)-  33 49 18.58403(N)    078 39 50.76988(W) AD(       ) 2
 DD3569  NAD 83(1986)-  33 49 18.58854(N)    078 39 50.77340(W) AD(       ) 3
 DD3569  NGVD 29 (05/09/91)    1.962  (m)            6.44   (f) ADJUSTED    3 0
 DD3569
 DD3569.Superseded values are not recommended for survey control.
 DD3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3569.See file dsdata.txt to determine how the superseded data were derived.
 DD3569
 DD3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1618844854(NAD 83)
 DD3569_MARKER: DD = SURVEY DISK
 DD3569_SETTING: 0 = UNSPECIFIED SETTING
 DD3569_STAMPING: 5805 1987
 DD3569_MARK LOGO: SCCC  
 DD3569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3569+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD3569
 DD3569  HISTORY     - Date     Condition        Report By
 DD3569  HISTORY     - 1987     MONUMENTED       SCCC
 DD3569  HISTORY     - 19900918 GOOD             NGS
 DD3569  HISTORY     - 19990907 GOOD             USPSQD
 DD3569  HISTORY     - 20040708 GOOD             USPSQD
 DD3569  HISTORY     - 20051101 GOOD             USPSQD
 DD3569
 DD3569                          STATION DESCRIPTION
 DD3569
 DD3569'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3569'THE STATION IS LOCATED IN NORTH MYRTLE BEACH AT THE INTERSECTION OF
 DD3569'OCEAN BOULEVARD (HIGHWAY 65) AND 7TH AVENUE NORTH, IN THE GRASS
 DD3569'MEDIAN.
 DD3569'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3569'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3569'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (21.8 FT) NORTH
 DD3569'NORTHWEST FROM THE EDGE OF THE EASTBOUND LANE PAVEMENT, (5.8 FT) NORTH
 DD3569'FROM THE NORTH CORNER OF THE CONCRETE DROP-INLET, (8.5 FT) SOUTH
 DD3569'SOUTHEAST FROM THE EDGE OF THE WESTBOUND LANE PAVEMENT.
 DD3569
 DD3569                          STATION RECOVERY (1990)
 DD3569
 DD3569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3569'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 DD3569'SOUTH CAROLINA HIGHWAY 9 (CHERRY GROVE EXIT) JUST NORTHWEST OF NORTH
 DD3569'MYRTLE BEACH, TURN RIGHT AND GO SOUTHEAST ON SC 9 (SEA MOUNTAIN
 DD3569'HIGHWAY) FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF OCEAN BLVD..  TURN
 DD3569'RIGHT AND GO SOUTHWEST ON OCEAN BLVD. FOR 2.09 KM (1.30 MI) TO THE
 DD3569'STATION ON THE LEFT IN A GRASSY MEDIAN.
 DD3569'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3569'SC 29202, PHONE 803-737-1314.
 DD3569'THE STATION IS A STANDARD SCCC BRASS DISK SET ON TOP OF A 2-FT LONG
 DD3569'2-IN PVC PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND
 DD3569'RECESSED 0.15 M (0.49 FT) BELOW THE GROUND.  LOCATED 10.8 M
 DD3569'(35.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A CROSSOVER ROAD, 9.8
 DD3569'M (32.2 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES, 3.95
 DD3569'M (12.96 FT) NORTH OF A STREET SIGN AND 2.6 M (8.5 FT) NORTH OF THE
 DD3569'CENTER OF A CONCRETE COVER FOR A CULVERT.
 DD3569
 DD3569                          STATION RECOVERY (1999)
 DD3569
 DD3569'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3569'RECOVERED IN GOOD CONDITION.
 DD3569
 DD3569                          STATION RECOVERY (2004)
 DD3569
 DD3569'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3569'RECOVERED IN GOOD CONDITION.
 DD3569
 DD3569                          STATION RECOVERY (2005)
 DD3569
 DD3569'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4549 ***********************************************************************
 DD4549  DESIGNATION -  5810
 DD4549  PID         -  DD4549
 DD4549  STATE/COUNTY-  SC/HORRY
 DD4549  USGS QUAD   -  WAMPEE (1990)
 DD4549
 DD4549                         *CURRENT SURVEY CONTROL
 DD4549  ___________________________________________________________________
 DD4549* NAD 83(2001)-  33 49 21.29797(N)    078 39 42.56835(W)     ADJUSTED  
 DD4549* NAVD 88     -         1.798  (meters)       5.90   (feet)  ADJUSTED  
 DD4549  ___________________________________________________________________
 DD4549  X           -   1,042,804.874 (meters)                     COMP
 DD4549  Y           -  -5,200,692.371 (meters)                     COMP
 DD4549  Z           -   3,530,096.205 (meters)                     COMP
 DD4549  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 DD4549  ELLIP HEIGHT-         -33.24  (meters)          (03/27/03) GPS OBS
 DD4549  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DD4549  DYNAMIC HT  -           1.796 (meters)       5.89  (feet)  COMP
 DD4549  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 DD4549
 DD4549  HORZ ORDER  -  SECOND
 DD4549  VERT ORDER  -  THIRD
 DD4549  ELLP ORDER  -  FOURTH    CLASS II
 DD4549
 DD4549.The horizontal coordinates were established by GPS observations
 DD4549.and adjusted by the National Geodetic Survey in March 2003..
 DD4549
 DD4549.The orthometric height was determined by differential leveling
 DD4549.and adjusted by the National Geodetic Survey in April 1995..
 DD4549
 DD4549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4549
 DD4549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4549
 DD4549.The ellipsoidal height was determined by GPS observations
 DD4549.and is referenced to NAD 83.
 DD4549
 DD4549.The geoid height was determined by GEOID03.
 DD4549
 DD4549.The dynamic height is computed by dividing the NAVD 88
 DD4549.geopotential number by the normal gravity value computed on the
 DD4549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4549.degrees latitude (g = 980.6199 gals.).
 DD4549
 DD4549.The modeled gravity was interpolated from observed gravity values.
 DD4549
 DD4549;                    North         East     Units Scale Factor Converg.
 DD4549;SPC SC       -   223,047.676   825,997.533   MT  0.99979722   +1 17 46.6
 DD4549;SPC SC       -   731,783.71  2,709,965.66   iFT  0.99979722   +1 17 46.6
 DD4549;UTM  17      - 3,744,943.149   716,396.333   MT  1.00017731   +1 18 07.2
 DD4549
 DD4549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4549!SPC SC       -   1.00000522  x   0.99979722  =   0.99980244
 DD4549!UTM  17      -   1.00000522  x   1.00017731  =   1.00018253
 DD4549
 DD4549|---------------------------------------------------------------------|
 DD4549| PID    Reference Object                     Distance      Geod. Az  |
 DD4549|                                                           dddmmss.s |
 DD4549| DD3569 5805                                226.809 METERS 24818     |
 DD4549|---------------------------------------------------------------------|
 DD4549
 DD4549                          SUPERSEDED SURVEY CONTROL
 DD4549
 DD4549  NAD 83(1995)-  33 49 21.29806(N)    078 39 42.56812(W) AD(       ) 2
 DD4549  ELLIP H (12/20/99)  -33.26   (m)                       GP(       ) 4 1
 DD4549  NAD 83(1986)-  33 49 21.30670(N)    078 39 42.57550(W) AD(       ) 2
 DD4549  NGVD 29 (05/09/91)    2.117  (m)            6.95   (f) ADJUSTED    3 0
 DD4549
 DD4549.Superseded values are not recommended for survey control.
 DD4549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4549.See file dsdata.txt to determine how the superseded data were derived.
 DD4549
 DD4549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1639644943(NAD 83)
 DD4549_MARKER: DD = SURVEY DISK
 DD4549_SETTING: 0 = UNSPECIFIED SETTING
 DD4549_STAMPING: 5810 88
 DD4549_MARK LOGO: SCCC  
 DD4549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4549+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD4549
 DD4549  HISTORY     - Date     Condition        Report By
 DD4549  HISTORY     - UNK      MONUMENTED       SCCC
 DD4549  HISTORY     - 19900918 GOOD             NGS
 DD4549  HISTORY     - 19990907 GOOD             USPSQD
 DD4549  HISTORY     - 20040708 GOOD             USPSQD
 DD4549  HISTORY     - 20051101 GOOD             USPSQD
 DD4549
 DD4549                          STATION DESCRIPTION
 DD4549
 DD4549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4549'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 DD4549'SOUTH CAROLINA HIGHWAY 9 (CHERRY GROVE EXIT), JUST NORTHWEST OF NORTH
 DD4549'MYRTLE BEACH, TURN RIGHT AND GO SOUTHEAST ON SC 9 (SEA MOUNTAIN
 DD4549'HIGHWAY) FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF OCEAN BLVD..  TURN
 DD4549'RIGHT AND GO SOUTHWEST ON OCEAN BLVD. FOR 1.85 KM (1.15 MI) TO THE
 DD4549'STATION ON THE LEFT IN A GRASSY MEDIAN.
 DD4549'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4549'SC 29202, PHONE 803-737-1314.
 DD4549'THE STATION IS A STANDARD SCCC BRASS DISK SET ON TOP OF A 2-FT LONG
 DD4549'2-IN PVC PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND
 DD4549'RECESSED 0.10 M (0.33 FT) BELOW THE GROUND.  LOCATED 8.9 M (29.2 FT)
 DD4549'SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES, 8.1 M (26.6 FT) EAST
 DD4549'OF THE CENTERLINE OF A CROSSOVER ROAD, 7.5 M (24.6 FT) SOUTHEAST OF A
 DD4549'STREET SIGN, 6.65 M (21.82 FT) NORTH OF THE NORTHBOUND LANES AND 0.25
 DD4549'M (0.82 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 DD4549
 DD4549                          STATION RECOVERY (1999)
 DD4549
 DD4549'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4549'RECOVERED IN GOOD CONDITION.
 DD4549
 DD4549                          STATION RECOVERY (2004)
 DD4549
 DD4549'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4549'RECOVERED IN GOOD CONDITION.
 DD4549
 DD4549                          STATION RECOVERY (2005)
 DD4549
 DD4549'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3570 ***********************************************************************
 DD3570  DESIGNATION -  5815
 DD3570  PID         -  DD3570
 DD3570  STATE/COUNTY-  SC/HORRY
 DD3570  USGS QUAD   -  WAMPEE (1990)
 DD3570
 DD3570                         *CURRENT SURVEY CONTROL
 DD3570  ___________________________________________________________________
 DD3570* NAD 83(2001)-  33 49 24.56127(N)    078 39 34.75930(W)     ADJUSTED  
 DD3570* NAVD 88     -         1.849  (meters)       6.07   (feet)  ADJUSTED  
 DD3570  ___________________________________________________________________
 DD3570  X           -   1,042,990.773 (meters)                     COMP
 DD3570  Y           -  -5,200,598.063 (meters)                     COMP
 DD3570  Z           -   3,530,179.767 (meters)                     COMP
 DD3570  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 DD3570  ELLIP HEIGHT-         -33.18  (meters)          (03/27/03) GPS OBS
 DD3570  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DD3570  DYNAMIC HT  -           1.848 (meters)       6.06  (feet)  COMP
 DD3570  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 DD3570
 DD3570  HORZ ORDER  -  SECOND
 DD3570  VERT ORDER  -  THIRD
 DD3570  ELLP ORDER  -  FOURTH    CLASS II
 DD3570
 DD3570.The horizontal coordinates were established by GPS observations
 DD3570.and adjusted by the National Geodetic Survey in March 2003..
 DD3570
 DD3570.The orthometric height was determined by differential leveling
 DD3570.and adjusted by the National Geodetic Survey in April 1995..
 DD3570
 DD3570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3570
 DD3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3570
 DD3570.The ellipsoidal height was determined by GPS observations
 DD3570.and is referenced to NAD 83.
 DD3570
 DD3570.The geoid height was determined by GEOID03.
 DD3570
 DD3570.The dynamic height is computed by dividing the NAVD 88
 DD3570.geopotential number by the normal gravity value computed on the
 DD3570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3570.degrees latitude (g = 980.6199 gals.).
 DD3570
 DD3570.The modeled gravity was interpolated from observed gravity values.
 DD3570
 DD3570;                    North         East     Units Scale Factor Converg.
 DD3570;SPC SC       -   223,152.719   826,195.980   MT  0.99979726   +1 17 50.9
 DD3570;SPC SC       -   732,128.34  2,710,616.73   iFT  0.99979726   +1 17 50.9
 DD3570;UTM  17      - 3,745,048.252   716,594.845   MT  1.00017837   +1 18 11.6
 DD3570
 DD3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3570!SPC SC       -   1.00000521  x   0.99979726  =   0.99980247
 DD3570!UTM  17      -   1.00000521  x   1.00017837  =   1.00018358
 DD3570
 DD3570|---------------------------------------------------------------------|
 DD3570| PID    Reference Object                     Distance      Geod. Az  |
 DD3570|                                                           dddmmss.s |
 DD3570| DD4549 5810                                224.579 METERS 24324     |
 DD3570| DD3569 5805                                450.977 METERS 2455141.8 |
 DD3570|---------------------------------------------------------------------|
 DD3570
 DD3570                          SUPERSEDED SURVEY CONTROL
 DD3570
 DD3570  NAD 83(1995)-  33 49 24.56136(N)    078 39 34.75907(W) AD(       ) 2
 DD3570  ELLIP H (12/20/99)  -33.20   (m)                       GP(       ) 4 1
 DD3570  NAD 83(1986)-  33 49 24.57010(N)    078 39 34.76656(W) AD(       ) 2
 DD3570  NAD 83(1986)-  33 49 24.57415(N)    078 39 34.77015(W) AD(       ) 3
 DD3570  NGVD 29 (05/09/91)    2.169  (m)            7.12   (f) ADJUSTED    3 0
 DD3570
 DD3570.Superseded values are not recommended for survey control.
 DD3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3570.See file dsdata.txt to determine how the superseded data were derived.
 DD3570
 DD3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1659545048(NAD 83)
 DD3570_MARKER: DD = SURVEY DISK
 DD3570_SETTING: 0 = UNSPECIFIED SETTING
 DD3570_STAMPING: 5815 1987
 DD3570_MARK LOGO: SCCC  
 DD3570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3570+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD3570
 DD3570  HISTORY     - Date     Condition        Report By
 DD3570  HISTORY     - 1987     MONUMENTED       SCCC
 DD3570  HISTORY     - 19900910 GOOD             NGS
 DD3570  HISTORY     - 19990907 GOOD             USPSQD
 DD3570  HISTORY     - 20040708 GOOD             USPSQD
 DD3570  HISTORY     - 20051101 GOOD             USPSQD
 DD3570
 DD3570                          STATION DESCRIPTION
 DD3570
 DD3570'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3570'THE STATION IS LOCATED IN NORTH MYRTLE BEACH IN THE INTERSECTION OF
 DD3570'OCEAN BOULEVARD (HIGHWAY 65) AND 11TH AVENUE NORTH, IN THE GRASS
 DD3570'MEDIAN.
 DD3570'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3570'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3570'FLUSH WITH THE SURFACE OF THE GROUND, (26.5 FT) SOUTH SOUTHWEST FROM
 DD3570'THE SOUTHEAST CORNER OF THE FLOWER BED, (50.2 FT) WEST FROM SCPSA
 DD3570'POWER POLE NUMBER 41792, (46.0 FT) EAST FROM SCPSA POWER POLE NUMBER
 DD3570'14491.
 DD3570
 DD3570                          STATION RECOVERY (1990)
 DD3570
 DD3570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3570'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD3570'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD3570'BEACH, GO NORTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD3570'(1.5 MI) TO THE JUNCTION OF OCEAN BLVD, TURN RIGHT AND GO SOUTHWEST
 DD3570'ON OCEAN BLVD FOR 1.6 KM (1.0 MI) TO THE MARK ON THE RIGHT NEAR A
 DD3570'SIGN FOR THREE CHURCHES.
 DD3570'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3570'SC 29202, PHONE 803-737-1314.
 DD3570'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3570'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND RECESSED 0.10
 DD3570'M (0.33 FT) .  LOCATED 15.2 M (49.9 FT) SOUTHWEST OF POWER POLE NO.
 DD3570'41792, 14.3 M (46.9 FT) EAST OF POWER POLE NO. 14491 AND SCGS
 DD3570'VERTICAL MARK 26-011, 7.1 M (23.3 FT) NORTHWEST OF THE CENTERLINE OF
 DD3570'THE SOUTHBOUND LANES OF OCEAN BLVD AND 0.75 M (2.46 FT)
 DD3570'SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 DD3570
 DD3570                          STATION RECOVERY (1999)
 DD3570
 DD3570'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3570'RECOVERED IN GOOD CONDITION.
 DD3570
 DD3570                          STATION RECOVERY (2004)
 DD3570
 DD3570'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3570'RECOVERED IN GOOD CONDITION.
 DD3570
 DD3570                          STATION RECOVERY (2005)
 DD3570
 DD3570'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4548 ***********************************************************************
 DD4548  DESIGNATION -  5818
 DD4548  PID         -  DD4548
 DD4548  STATE/COUNTY-  SC/HORRY
 DD4548  USGS QUAD   -  WAMPEE (1990)
 DD4548
 DD4548                         *CURRENT SURVEY CONTROL
 DD4548  ___________________________________________________________________
 DD4548* NAD 83(2001)-  33 49 28.31090(N)    078 39 21.71301(W)     ADJUSTED  
 DD4548* NAVD 88     -         1.857  (meters)       6.09   (feet)  ADJUSTED  
 DD4548  ___________________________________________________________________
 DD4548  X           -   1,043,307.057 (meters)                     COMP
 DD4548  Y           -  -5,200,469.014 (meters)                     COMP
 DD4548  Z           -   3,530,275.732 (meters)                     COMP
 DD4548  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 DD4548  ELLIP HEIGHT-         -33.20  (meters)          (03/27/03) GPS OBS
 DD4548  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DD4548  DYNAMIC HT  -           1.855 (meters)       6.09  (feet)  COMP
 DD4548  MODELED GRAV-     979,632.5   (mgal)                       NAVD 88
 DD4548
 DD4548  HORZ ORDER  -  SECOND
 DD4548  VERT ORDER  -  THIRD
 DD4548  ELLP ORDER  -  FOURTH    CLASS II
 DD4548
 DD4548.The horizontal coordinates were established by GPS observations
 DD4548.and adjusted by the National Geodetic Survey in March 2003..
 DD4548
 DD4548.The orthometric height was determined by differential leveling
 DD4548.and adjusted by the National Geodetic Survey in April 1995..
 DD4548
 DD4548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4548
 DD4548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4548
 DD4548.The ellipsoidal height was determined by GPS observations
 DD4548.and is referenced to NAD 83.
 DD4548
 DD4548.The geoid height was determined by GEOID03.
 DD4548
 DD4548.The dynamic height is computed by dividing the NAVD 88
 DD4548.geopotential number by the normal gravity value computed on the
 DD4548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4548.degrees latitude (g = 980.6199 gals.).
 DD4548
 DD4548.The modeled gravity was interpolated from observed gravity values.
 DD4548
 DD4548;                    North         East     Units Scale Factor Converg.
 DD4548;SPC SC       -   223,275.796   826,528.696   MT  0.99979731   +1 17 58.2
 DD4548;SPC SC       -   732,532.14  2,711,708.32   iFT  0.99979731   +1 17 58.2
 DD4548;UTM  17      - 3,745,171.409   716,927.676   MT  1.00018015   +1 18 19.0
 DD4548
 DD4548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4548!SPC SC       -   1.00000521  x   0.99979731  =   0.99980252
 DD4548!UTM  17      -   1.00000521  x   1.00018015  =   1.00018536
 DD4548
 DD4548|---------------------------------------------------------------------|
 DD4548| PID    Reference Object                     Distance      Geod. Az  |
 DD4548|                                                           dddmmss.s |
 DD4548| DD3570 5815                                354.823 METERS 25100     |
 DD4548|---------------------------------------------------------------------|
 DD4548
 DD4548                          SUPERSEDED SURVEY CONTROL
 DD4548
 DD4548  NAD 83(1995)-  33 49 28.31098(N)    078 39 21.71278(W) AD(       ) 2
 DD4548  ELLIP H (12/20/99)  -33.22   (m)                       GP(       ) 4 1
 DD4548  NAD 83(1986)-  33 49 28.31967(N)    078 39 21.72024(W) AD(       ) 2
 DD4548  NGVD 29 (05/09/91)    2.177  (m)            7.14   (f) ADJUSTED    3 0
 DD4548
 DD4548.Superseded values are not recommended for survey control.
 DD4548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4548.See file dsdata.txt to determine how the superseded data were derived.
 DD4548
 DD4548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1692845171(NAD 83)
 DD4548_MARKER: DD = SURVEY DISK
 DD4548_SETTING: 0 = UNSPECIFIED SETTING
 DD4548_STAMPING: 5818 88
 DD4548_MARK LOGO: SCCC  
 DD4548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4548+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD4548
 DD4548  HISTORY     - Date     Condition        Report By
 DD4548  HISTORY     - UNK      MONUMENTED       SCCC
 DD4548  HISTORY     - 19900918 GOOD             NGS
 DD4548  HISTORY     - 19990907 GOOD             USPSQD
 DD4548  HISTORY     - 20040708 GOOD             USPSQD
 DD4548  HISTORY     - 20051101 GOOD             USPSQD
 DD4548
 DD4548                          STATION DESCRIPTION
 DD4548
 DD4548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD4548'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD4548'BEACH, GO NORTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD4548'(1.5 MI) TO THE JUNCTION OF OCEAN BLVD, TURN RIGHT AND GO SOUTHWEST
 DD4548'ON OCEAN BLVD FOR 1.28 KM (0.80 MI) TO THE MARK ON THE LEFT IN THE
 DD4548'MEDIAN.
 DD4548'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4548'SC 29202, PHONE 803-737-1314.
 DD4548'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4548'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND PROJECTING
 DD4548'0.10 M (0.33 FT) .  LOCATED 15.8 M (51.8 FT) SOUTH OF A POWER POLE
 DD4548'NO. 43121, 14.4 M (47.2 FT) NORTHWEST OF POWER POLE NO. 42517, 8.23 M
 DD4548'(27.00 FT) SOUTH-SOUTHEAST OF CENTERLINE OF SOUTHBOUND LANES, 7.45 M
 DD4548'(24.44 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE CROSSOVER ROAD,
 DD4548'7.10 M (23.29 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND
 DD4548'LANES AND 0.65 M (2.13 FT) SOUTH OF A STREET SIGN.
 DD4548
 DD4548                          STATION RECOVERY (1999)
 DD4548
 DD4548'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4548'RECOVERED IN GOOD CONDITION.
 DD4548
 DD4548                          STATION RECOVERY (2004)
 DD4548
 DD4548'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4548'RECOVERED IN GOOD CONDITION.
 DD4548
 DD4548                          STATION RECOVERY (2005)
 DD4548
 DD4548'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3571 ***********************************************************************
 DD3571  DESIGNATION -  5820
 DD3571  PID         -  DD3571
 DD3571  STATE/COUNTY-  SC/HORRY
 DD3571  USGS QUAD   -  WAMPEE (1990)
 DD3571
 DD3571                         *CURRENT SURVEY CONTROL
 DD3571  ___________________________________________________________________
 DD3571* NAD 83(2001)-  33 49 32.71177(N)    078 39 09.26177(W)     ADJUSTED  
 DD3571* NAVD 88     -         2.006  (meters)       6.58   (feet)  ADJUSTED  
 DD3571  ___________________________________________________________________
 DD3571  X           -   1,043,606.157 (meters)                     COMP
 DD3571  Y           -  -5,200,332.143 (meters)                     COMP
 DD3571  Z           -   3,530,388.459 (meters)                     COMP
 DD3571  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 DD3571  ELLIP HEIGHT-         -33.05  (meters)          (03/27/03) GPS OBS
 DD3571  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DD3571  DYNAMIC HT  -           2.004 (meters)       6.57  (feet)  COMP
 DD3571  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 DD3571
 DD3571  HORZ ORDER  -  SECOND
 DD3571  VERT ORDER  -  THIRD
 DD3571  ELLP ORDER  -  FOURTH    CLASS II
 DD3571
 DD3571.The horizontal coordinates were established by GPS observations
 DD3571.and adjusted by the National Geodetic Survey in March 2003..
 DD3571
 DD3571.The orthometric height was determined by differential leveling
 DD3571.and adjusted by the National Geodetic Survey in April 1995..
 DD3571
 DD3571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3571
 DD3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3571
 DD3571.The ellipsoidal height was determined by GPS observations
 DD3571.and is referenced to NAD 83.
 DD3571
 DD3571.The geoid height was determined by GEOID03.
 DD3571
 DD3571.The dynamic height is computed by dividing the NAVD 88
 DD3571.geopotential number by the normal gravity value computed on the
 DD3571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3571.degrees latitude (g = 980.6199 gals.).
 DD3571
 DD3571.The modeled gravity was interpolated from observed gravity values.
 DD3571
 DD3571;                    North         East     Units Scale Factor Converg.
 DD3571;SPC SC       -   223,418.594   826,845.655   MT  0.99979737   +1 18 05.1
 DD3571;SPC SC       -   733,000.64  2,712,748.21   iFT  0.99979737   +1 18 05.1
 DD3571;UTM  17      - 3,745,314.294   717,244.742   MT  1.00018185   +1 18 26.1
 DD3571
 DD3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3571!SPC SC       -   1.00000519  x   0.99979737  =   0.99980256
 DD3571!UTM  17      -   1.00000519  x   1.00018185  =   1.00018704
 DD3571
 DD3571|---------------------------------------------------------------------|
 DD3571| PID    Reference Object                     Distance      Geod. Az  |
 DD3571|                                                           dddmmss.s |
 DD3571| DD4548 5818                                347.711 METERS 24703     |
 DD3571|---------------------------------------------------------------------|
 DD3571
 DD3571                          SUPERSEDED SURVEY CONTROL
 DD3571
 DD3571  NAD 83(1995)-  33 49 32.71185(N)    078 39 09.26155(W) AD(       ) 2
 DD3571  ELLIP H (12/20/99)  -33.07   (m)                       GP(       ) 4 1
 DD3571  NAD 83(1986)-  33 49 32.72056(N)    078 39 09.26901(W) AD(       ) 2
 DD3571  NAD 83(1986)-  33 49 32.72419(N)    078 39 09.27212(W) AD(       ) 3
 DD3571  NGVD 29 (05/09/91)    2.326  (m)            7.63   (f) ADJUSTED    3 0
 DD3571
 DD3571.Superseded values are not recommended for survey control.
 DD3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3571.See file dsdata.txt to determine how the superseded data were derived.
 DD3571
 DD3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1724545314(NAD 83)
 DD3571_MARKER: DD = SURVEY DISK
 DD3571_SETTING: 0 = UNSPECIFIED SETTING
 DD3571_STAMPING: 5820 1987
 DD3571_MARK LOGO: SCCC  
 DD3571_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3571+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD3571
 DD3571  HISTORY     - Date     Condition        Report By
 DD3571  HISTORY     - 1987     MONUMENTED       SCCC
 DD3571  HISTORY     - 19900910 GOOD             NGS
 DD3571  HISTORY     - 19990907 GOOD             USPSQD
 DD3571  HISTORY     - 20040708 GOOD             USPSQD
 DD3571  HISTORY     - 20051101 GOOD             USPSQD
 DD3571
 DD3571                          STATION DESCRIPTION
 DD3571
 DD3571'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3571'THE STATION IS LOCATED IN NORTH MYRTLE BEACH IN THE NORTH QUADRANT OF
 DD3571'THE INTERSECTION OF OCEAN BOULEVARD (HIGHWAY 65) AND 17TH AVENUE
 DD3571'NORTH.
 DD3571'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3571'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3571'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND, (65.5 FT) SOUTH
 DD3571'SOUTHWEST FROM THE CORNER OF THE HOUSE, (2.2 FT) EAST SOUTHEAST FROM
 DD3571'SCPSA POWER POLE NUMBER 43113.
 DD3571
 DD3571                          STATION RECOVERY (1990)
 DD3571
 DD3571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3571'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD3571'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD3571'BEACH, GO NORTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR
 DD3571'2.4 KM (1.5 MI) TO THE JUNCTION OF OCEAN BLVD, TURN RIGHT AND GO
 DD3571'SOUTHWEST ON OCEAN BLVD FOR 0.96 KM (0.60 MI) TO THE MARK ON THE
 DD3571'RIGHT NEAR A POWER POLE.
 DD3571'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3571'SC 29202, PHONE 803-737-1314.
 DD3571'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3571'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND PROJECTING
 DD3571'0.05 M (0.16 FT) .  LOCATED 13.3 M (43.6 FT) NORTHWEST OF FIRE
 DD3571'HYDRANT CG108, 12.3 M (40.4 FT) EAST OF THE CENTERLINE OF 17TH AVE
 DD3571'NORTH, 7.9 M (25.9 FT) NORTH OF THE CENTERLINE OF OCEAN BLVD. AND
 DD3571'0.52 M (1.71 FT) SOUTHEAST OF POWER POLE NO. 43113.
 DD3571
 DD3571                          STATION RECOVERY (1999)
 DD3571
 DD3571'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3571'RECOVERED IN GOOD CONDITION.
 DD3571
 DD3571                          STATION RECOVERY (2004)
 DD3571
 DD3571'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3571'RECOVERED IN GOOD CONDITION.
 DD3571
 DD3571                          STATION RECOVERY (2005)
 DD3571
 DD3571'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4547 ***********************************************************************
 DD4547  DESIGNATION -  5825
 DD4547  PID         -  DD4547
 DD4547  STATE/COUNTY-  SC/HORRY
 DD4547  USGS QUAD   -  WAMPEE (1990)
 DD4547
 DD4547                         *CURRENT SURVEY CONTROL
 DD4547  ___________________________________________________________________
 DD4547* NAD 83(2001)-  33 49 35.79243(N)    078 38 57.15275(W)     ADJUSTED  
 DD4547* NAVD 88     -         1.790  (meters)       5.87   (feet)  ADJUSTED  
 DD4547  ___________________________________________________________________
 DD4547  X           -   1,043,901.009 (meters)                     COMP
 DD4547  Y           -  -5,200,218.876 (meters)                     COMP
 DD4547  Z           -   3,530,467.181 (meters)                     COMP
 DD4547  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 DD4547  ELLIP HEIGHT-         -33.28  (meters)          (03/27/03) GPS OBS
 DD4547  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DD4547  DYNAMIC HT  -           1.789 (meters)       5.87  (feet)  COMP
 DD4547  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 DD4547
 DD4547  HORZ ORDER  -  SECOND
 DD4547  VERT ORDER  -  THIRD
 DD4547  ELLP ORDER  -  FOURTH    CLASS II
 DD4547
 DD4547.The horizontal coordinates were established by GPS observations
 DD4547.and adjusted by the National Geodetic Survey in March 2003..
 DD4547
 DD4547.The orthometric height was determined by differential leveling
 DD4547.and adjusted by the National Geodetic Survey in April 1995..
 DD4547
 DD4547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4547
 DD4547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4547
 DD4547.The ellipsoidal height was determined by GPS observations
 DD4547.and is referenced to NAD 83.
 DD4547
 DD4547.The geoid height was determined by GEOID03.
 DD4547
 DD4547.The dynamic height is computed by dividing the NAVD 88
 DD4547.geopotential number by the normal gravity value computed on the
 DD4547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4547.degrees latitude (g = 980.6199 gals.).
 DD4547
 DD4547.The modeled gravity was interpolated from observed gravity values.
 DD4547
 DD4547;                    North         East     Units Scale Factor Converg.
 DD4547;SPC SC       -   223,520.543   827,154.733   MT  0.99979741   +1 18 11.8
 DD4547;SPC SC       -   733,335.11  2,713,762.25   iFT  0.99979741   +1 18 11.8
 DD4547;UTM  17      - 3,745,416.315   717,553.929   MT  1.00018350   +1 18 33.0
 DD4547
 DD4547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4547!SPC SC       -   1.00000522  x   0.99979741  =   0.99980263
 DD4547!UTM  17      -   1.00000522  x   1.00018350  =   1.00018873
 DD4547
 DD4547|---------------------------------------------------------------------|
 DD4547| PID    Reference Object                     Distance      Geod. Az  |
 DD4547|                                                           dddmmss.s |
 DD4547| DD3571 5820                                325.524 METERS 25303     |
 DD4547|---------------------------------------------------------------------|
 DD4547
 DD4547                          SUPERSEDED SURVEY CONTROL
 DD4547
 DD4547  NAD 83(1995)-  33 49 35.79251(N)    078 38 57.15253(W) AD(       ) 2
 DD4547  ELLIP H (12/20/99)  -33.29   (m)                       GP(       ) 4 1
 DD4547  NAD 83(1986)-  33 49 35.80120(N)    078 38 57.16000(W) AD(       ) 2
 DD4547  NGVD 29 (05/09/91)    2.110  (m)            6.92   (f) ADJUSTED    3 0
 DD4547
 DD4547.Superseded values are not recommended for survey control.
 DD4547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4547.See file dsdata.txt to determine how the superseded data were derived.
 DD4547
 DD4547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1755445416(NAD 83)
 DD4547_MARKER: DD = SURVEY DISK
 DD4547_SETTING: 0 = UNSPECIFIED SETTING
 DD4547_STAMPING: 5825 88
 DD4547_MARK LOGO: SCCC  
 DD4547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4547+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD4547
 DD4547  HISTORY     - Date     Condition        Report By
 DD4547  HISTORY     - UNK      MONUMENTED       SCCC
 DD4547  HISTORY     - 19900910 GOOD             NGS
 DD4547  HISTORY     - 19990907 GOOD             USPSQD
 DD4547  HISTORY     - 20040708 GOOD             USPSQD
 DD4547  HISTORY     - 20051101 GOOD             USPSQD
 DD4547
 DD4547                          STATION DESCRIPTION
 DD4547
 DD4547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4547'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD4547'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD4547'BEACH, GO NORTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD4547'(1.5 MI) TO THE JUNCTION OF OCEAN BLVD, TURN RIGHT AND GO SOUTHWEST
 DD4547'ON OCEAN BLVD FOR 0.64 KM (0.40 MI) TO THE MARK ON THE LEFT IN THE
 DD4547'GRASS MEDIAN.
 DD4547'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4547'SC 29202, PHONE 803-737-1314.
 DD4547'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4547'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND FLUSH WITH THE
 DD4547'GROUND.  LOCATED 25.9 M (85.0 FT) WEST OF THE CENTERLINE OF THE
 DD4547'CROSSOVER ROAD, 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF THE
 DD4547'NORTHBOUND LANES AND 6.9 M (22.6 FT) SOUTH OF THE CENTERLINE OF THE
 DD4547'SOUTHBOUND LANES.
 DD4547
 DD4547                          STATION RECOVERY (1999)
 DD4547
 DD4547'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4547'RECOVERED IN GOOD CONDITION.
 DD4547
 DD4547                          STATION RECOVERY (2004)
 DD4547
 DD4547'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4547'RECOVERED IN GOOD CONDITION.
 DD4547
 DD4547                          STATION RECOVERY (2005)
 DD4547
 DD4547'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3572 ***********************************************************************
 DD3572  DESIGNATION -  5830
 DD3572  PID         -  DD3572
 DD3572  STATE/COUNTY-  SC/HORRY
 DD3572  USGS QUAD   -  WAMPEE (1990)
 DD3572
 DD3572                         *CURRENT SURVEY CONTROL
 DD3572  ___________________________________________________________________
 DD3572* NAD 83(2001)-  33 49 37.49927(N)    078 38 47.75035(W)     ADJUSTED  
 DD3572* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 DD3572  ___________________________________________________________________
 DD3572  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DD3572  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DD3572
 DD3572  HORZ ORDER  -  SECOND
 DD3572  VERT ORDER  -  THIRD ? (See Below)
 DD3572
 DD3572.The horizontal coordinates were established by classical geodetic methods
 DD3572.and adjusted by the National Geodetic Survey in March 2004..
 DD3572
 DD3572.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3572.The vertical order pertains to the NGVD 29 superseded value.
 DD3572
 DD3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3572
 DD3572.The geoid height was determined by GEOID03.
 DD3572
 DD3572;                    North         East     Units Scale Factor Converg.
 DD3572;SPC SC       -   223,578.609   827,395.202   MT  0.99979743   +1 18 17.0
 DD3572;SPC SC       -   733,525.62  2,714,551.19   iFT  0.99979743   +1 18 17.0
 DD3572;UTM  17      - 3,745,474.428   717,794.485   MT  1.00018480   +1 18 38.3
 DD3572
 DD3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3572!SPC SC       -   1.00000514  x   0.99979743  =   0.99980257
 DD3572!UTM  17      -   1.00000514  x   1.00018480  =   1.00018994
 DD3572
 DD3572                          SUPERSEDED SURVEY CONTROL
 DD3572
 DD3572  NAD 83(1986)-  33 49 37.50822(N)    078 38 47.75763(W) AD(       ) 2
 DD3572  NAD 83(1986)-  33 49 37.51132(N)    078 38 47.76050(W) AD(       ) 3
 DD3572  NGVD 29 (11/30/89)    2.69   (m)            8.8    (f) LEVELING    3  
 DD3572
 DD3572.Superseded values are not recommended for survey control.
 DD3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3572.See file dsdata.txt to determine how the superseded data were derived.
 DD3572
 DD3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1779445474(NAD 83)
 DD3572_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3572_SETTING: 0 = UNSPECIFIED SETTING
 DD3572_STAMPING: 5830 1987
 DD3572_MARK LOGO: SCCC  
 DD3572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3572+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3572
 DD3572  HISTORY     - Date     Condition        Report By
 DD3572  HISTORY     - 1987     MONUMENTED       SCCC
 DD3572  HISTORY     - 19990907 MARK NOT FOUND   USPSQD
 DD3572  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3572
 DD3572                          STATION DESCRIPTION
 DD3572
 DD3572'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3572'THE STATION IS LOCATED IN CHERRY GROVE NEAR THE INTERSECTION OF OCEAN
 DD3572'BOULEVARD (HIGHWAY 65) AND 20TH AVENUE NORTH.
 DD3572'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3572'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3572'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (10.2 FT) SOUTH
 DD3572'FROM THE SOUTH CORNER OF THE BUILDING (FLO-INN MOTEL), (2.0 FT) NORTH
 DD3572'NORTHWEST FROM THE BACK OF THE CONCRETE SIDEWALK, (7.0 FT) SOUTH
 DD3572'SOUTHEAST FROM THE TELEPHONE PEDESTAL.
 DD3572
 DD3572                          STATION RECOVERY (1999)
 DD3572
 DD3572'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3572'MARK NOT FOUND.
 DD3572
 DD3572                          STATION RECOVERY (2004)
 DD3572
 DD3572'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4634 ***********************************************************************
 DD4634  DESIGNATION -  5830 B
 DD4634  PID         -  DD4634
 DD4634  STATE/COUNTY-  SC/HORRY
 DD4634  USGS QUAD   -  WAMPEE (1990)
 DD4634
 DD4634                         *CURRENT SURVEY CONTROL
 DD4634  ___________________________________________________________________
 DD4634* NAD 83(2001)-  33 49 36.93350(N)    078 38 47.57024(W)     ADJUSTED  
 DD4634* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 DD4634  ___________________________________________________________________
 DD4634  X           -   1,044,138.910 (meters)                     COMP
 DD4634  Y           -  -5,200,152.016 (meters)                     COMP
 DD4634  Z           -   3,530,496.955 (meters)                     COMP
 DD4634  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DD4634  ELLIP HEIGHT-         -32.26  (meters)          (03/27/03) GPS OBS
 DD4634  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DD4634
 DD4634  HORZ ORDER  -  SECOND
 DD4634  ELLP ORDER  -  FOURTH    CLASS II
 DD4634
 DD4634.The horizontal coordinates were established by GPS observations
 DD4634.and adjusted by the National Geodetic Survey in March 2003..
 DD4634
 DD4634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD4634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD4634
 DD4634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4634
 DD4634.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4634
 DD4634.The ellipsoidal height was determined by GPS observations
 DD4634.and is referenced to NAD 83.
 DD4634
 DD4634.The geoid height was determined by GEOID03.
 DD4634
 DD4634;                    North         East     Units Scale Factor Converg.
 DD4634;SPC SC       -   223,561.291   827,400.228   MT  0.99979742   +1 18 17.1
 DD4634;SPC SC       -   733,468.80  2,714,567.68   iFT  0.99979742   +1 18 17.1
 DD4634;UTM  17      - 3,745,457.103   717,799.514   MT  1.00018482   +1 18 38.3
 DD4634
 DD4634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4634!SPC SC       -   1.00000506  x   0.99979742  =   0.99980248
 DD4634!UTM  17      -   1.00000506  x   1.00018482  =   1.00018989
 DD4634
 DD4634|---------------------------------------------------------------------|
 DD4634| PID    Reference Object                     Distance      Geod. Az  |
 DD4634|                                                           dddmmss.s |
 DD4634| DD4547 5825                                248.904 METERS 26153     |
 DD4634|---------------------------------------------------------------------|
 DD4634
 DD4634                          SUPERSEDED SURVEY CONTROL
 DD4634
 DD4634  NAD 83(1995)-  33 49 36.93358(N)    078 38 47.57001(W) AD(       ) 2
 DD4634  ELLIP H (12/20/99)  -32.27   (m)                       GP(       ) 4 1
 DD4634  NAD 83(1986)-  33 49 36.94230(N)    078 38 47.57752(W) AD(       ) 2
 DD4634  NGVD 29 (04/08/91)    3.1    (m)           10.     (f) GPS OBS        
 DD4634
 DD4634.Superseded values are not recommended for survey control.
 DD4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4634.See file dsdata.txt to determine how the superseded data were derived.
 DD4634
 DD4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1780045457(NAD 83)
 DD4634_MARKER: DD = SURVEY DISK
 DD4634_SETTING: 0 = UNSPECIFIED SETTING
 DD4634_STAMPING: 5830 B 1990
 DD4634_MARK LOGO: SCCC  
 DD4634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4634+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD4634
 DD4634  HISTORY     - Date     Condition        Report By
 DD4634  HISTORY     - 1990     MONUMENTED       NGS
 DD4634  HISTORY     - 19990907 GOOD             USPSQD
 DD4634  HISTORY     - 20040708 GOOD             USPSQD
 DD4634  HISTORY     - 20051101 GOOD             USPSQD
 DD4634
 DD4634                          STATION DESCRIPTION
 DD4634
 DD4634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4634'THE STATION IS LOCATED ABOUT 9.95 KM (6.20 MI) SOUTHWEST OF THE NORTH
 DD4634'CAROLINA STATE LINE, 3.2 KM (2.00 MI) NORTHEAST OF OCEAN DRIVE AND AT
 DD4634'CHERRY GROVE BEACH ON ROAD RIGHT-OF-WAY.
 DD4634'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4634'SC 29202, PHONE 803-737-1314.
 DD4634'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 9
 DD4634'BRIDGE OVER U.S. HIGHWAY 17 IN THE NORTHWEST PART OF CHERRY GROVE, GO
 DD4634'SOUTHEAST ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD4634'(1.50 MI) TO THE T-JUNCTION OF STATE HIGHWAY 65 (OCEAN BOULEVARD).
 DD4634'TURN RIGHT AND GO SOUTHWEST FOR 0.3 KM (0.20 MI) TO THE STATION ON THE
 DD4634'LEFT ACROSS BOULEVARD FROM THE SOUTH CORNER OF THE FLO-INN MOTEL.
 DD4634'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD4634'PREFABRICATED ALUMINUM PIPE SET INTO CONCRETE AND INSIDE A PVC PIPE
 DD4634'THAT PROJECTS 15 CM.  LOCATED 10.4 M (34.1 FT) NORTHWEST OF THE BOTTOM
 DD4634'STAIRS TO HOUSE NUMBER 1914, 9.8 M (32.2 FT) SOUTHEAST FROM CENTER OF
 DD4634'OCEAN BOULEVARD, 2.7 M (8.9 FT) SOUTH FROM A WITNESS POST ON NORTH
 DD4634'SIDE OF A POWER POLE AND 1.1 M (3.6 FT) SOUTHEAST OF THE NORTHEAST 1
 DD4634'OF 2 FIVE FOOT HIGH WHITE CONCRETE PUBLIC WALK POSTS.
 DD4634
 DD4634                          STATION RECOVERY (1999)
 DD4634
 DD4634'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4634'RECOVERED IN GOOD CONDITION.
 DD4634
 DD4634                          STATION RECOVERY (2004)
 DD4634
 DD4634'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4634'RECOVERED IN GOOD CONDITION.
 DD4634
 DD4634                          STATION RECOVERY (2005)
 DD4634
 DD4634'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4635 ***********************************************************************
 DD4635  DESIGNATION -  5835
 DD4635  PID         -  DD4635
 DD4635  STATE/COUNTY-  SC/HORRY
 DD4635  USGS QUAD   -  WAMPEE (1990)
 DD4635
 DD4635                         *CURRENT SURVEY CONTROL
 DD4635  ___________________________________________________________________
 DD4635* NAD 83(2001)-  33 49 40.13886(N)    078 38 35.18474(W)     ADJUSTED  
 DD4635* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 DD4635  ___________________________________________________________________
 DD4635  X           -   1,044,440.267 (meters)                     COMP
 DD4635  Y           -  -5,200,035.073 (meters)                     COMP
 DD4635  Z           -   3,530,578.768 (meters)                     COMP
 DD4635  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DD4635  ELLIP HEIGHT-         -32.67  (meters)          (03/27/03) GPS OBS
 DD4635  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DD4635
 DD4635  HORZ ORDER  -  SECOND
 DD4635  ELLP ORDER  -  FOURTH    CLASS II
 DD4635
 DD4635.The horizontal coordinates were established by GPS observations
 DD4635.and adjusted by the National Geodetic Survey in March 2003..
 DD4635
 DD4635.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD4635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD4635
 DD4635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4635
 DD4635.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4635
 DD4635.The ellipsoidal height was determined by GPS observations
 DD4635.and is referenced to NAD 83.
 DD4635
 DD4635.The geoid height was determined by GEOID03.
 DD4635
 DD4635;                    North         East     Units Scale Factor Converg.
 DD4635;SPC SC       -   223,667.261   827,716.314   MT  0.99979747   +1 18 24.0
 DD4635;SPC SC       -   733,816.47  2,715,604.70   iFT  0.99979747   +1 18 24.0
 DD4635;UTM  17      - 3,745,563.147   718,115.713   MT  1.00018652   +1 18 45.4
 DD4635
 DD4635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4635!SPC SC       -   1.00000513  x   0.99979747  =   0.99980260
 DD4635!UTM  17      -   1.00000513  x   1.00018652  =   1.00019165
 DD4635
 DD4635|---------------------------------------------------------------------|
 DD4635| PID    Reference Object                     Distance      Geod. Az  |
 DD4635|                                                           dddmmss.s |
 DD4635| DD4634 5830 B                              333.445 METERS 25246     |
 DD4635|---------------------------------------------------------------------|
 DD4635
 DD4635                          SUPERSEDED SURVEY CONTROL
 DD4635
 DD4635  NAD 83(1995)-  33 49 40.13894(N)    078 38 35.18451(W) AD(       ) 2
 DD4635  ELLIP H (12/20/99)  -32.68   (m)                       GP(       ) 4 1
 DD4635  NAD 83(1986)-  33 49 40.14780(N)    078 38 35.19203(W) AD(       ) 2
 DD4635  NGVD 29 (04/08/91)    2.8    (m)            9.     (f) GPS OBS        
 DD4635
 DD4635.Superseded values are not recommended for survey control.
 DD4635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4635.See file dsdata.txt to determine how the superseded data were derived.
 DD4635
 DD4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1811645563(NAD 83)
 DD4635_MARKER: DD = SURVEY DISK
 DD4635_SETTING: 0 = UNSPECIFIED SETTING
 DD4635_STAMPING: 5835 1988
 DD4635_MARK LOGO: SCCC  
 DD4635_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4635+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD4635
 DD4635  HISTORY     - Date     Condition        Report By
 DD4635  HISTORY     - UNK      MONUMENTED
 DD4635  HISTORY     - 19900228 GOOD             NGS
 DD4635  HISTORY     - 19990907 GOOD             USPSQD
 DD4635  HISTORY     - 20040708 GOOD             USPSQD
 DD4635  HISTORY     - 20051101 GOOD             USPSQD
 DD4635
 DD4635                          STATION DESCRIPTION
 DD4635
 DD4635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4635'THE STATION IS LOCATED IN CHERRY GROVE IN ROAD RIGHT-OF-WAY.
 DD4635'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4635'SC 29202, PHONE 803-737-1314.
 DD4635'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD4635'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD4635'BEACH, GO NORTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD4635'(1.50 MI) TO THE JUNCTION OF OCEAN BLVD AND THE STATION IN THE
 DD4635'SOUTHEAST QUADRANT OF THE INTERSECTION.
 DD4635'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4635'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE FLUSH WITH THE
 DD4635'GROUND.  LOCATED 10.7 M (35.1 FT) WEST OF THE CENTERLINE OF A BEACH
 DD4635'ACCESS ROAD, 7.1 M (23.3 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DD4635'OCEAN BLVD., 4.4 M (14.4 FT) EAST OF THE CENTER OF A SEWER MANHOLE
 DD4635'COVER, 1.1 M (3.6 FT) NORTHWEST OF POWER POLE NO.53912 WITH A TRAFFIC
 DD4635'CONTROL BOX ATTACHED AND 0.35 M (1.1 FT) NORTH-NORTHWEST OF THE CURB.
 DD4635
 DD4635                          STATION RECOVERY (1999)
 DD4635
 DD4635'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4635'RECOVERED IN GOOD CONDITION.
 DD4635
 DD4635                          STATION RECOVERY (2004)
 DD4635
 DD4635'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4635'RECOVERED IN GOOD CONDITION.
 DD4635
 DD4635                          STATION RECOVERY (2005)
 DD4635
 DD4635'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3573 ***********************************************************************
 DD3573  DESIGNATION -  5840
 DD3573  PID         -  DD3573
 DD3573  STATE/COUNTY-  SC/HORRY
 DD3573  USGS QUAD   -  WAMPEE (1990)
 DD3573
 DD3573                         *CURRENT SURVEY CONTROL
 DD3573  ___________________________________________________________________
 DD3573* NAD 83(2001)-  33 49 42.51905(N)    078 38 25.90084(W)     ADJUSTED  
 DD3573* NAVD 88     -         2.899  (meters)       9.51   (feet)  ADJUSTED  
 DD3573  ___________________________________________________________________
 DD3573  X           -   1,044,666.354 (meters)                     COMP
 DD3573  Y           -  -5,199,948.423 (meters)                     COMP
 DD3573  Z           -   3,530,639.956 (meters)                     COMP
 DD3573  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DD3573  ELLIP HEIGHT-         -32.19  (meters)          (03/27/03) GPS OBS
 DD3573  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DD3573  DYNAMIC HT  -           2.896 (meters)       9.50  (feet)  COMP
 DD3573  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 DD3573
 DD3573  HORZ ORDER  -  SECOND
 DD3573  VERT ORDER  -  THIRD
 DD3573  ELLP ORDER  -  FOURTH    CLASS II
 DD3573
 DD3573.The horizontal coordinates were established by GPS observations
 DD3573.and adjusted by the National Geodetic Survey in March 2003..
 DD3573
 DD3573.The orthometric height was determined by differential leveling
 DD3573.and adjusted by the National Geodetic Survey in April 1995..
 DD3573
 DD3573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3573
 DD3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3573
 DD3573.The ellipsoidal height was determined by GPS observations
 DD3573.and is referenced to NAD 83.
 DD3573
 DD3573.The geoid height was determined by GEOID03.
 DD3573
 DD3573.The dynamic height is computed by dividing the NAVD 88
 DD3573.geopotential number by the normal gravity value computed on the
 DD3573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3573.degrees latitude (g = 980.6199 gals.).
 DD3573
 DD3573.The modeled gravity was interpolated from observed gravity values.
 DD3573
 DD3573;                    North         East     Units Scale Factor Converg.
 DD3573;SPC SC       -   223,746.009   827,953.257   MT  0.99979750   +1 18 29.1
 DD3573;SPC SC       -   734,074.83  2,716,382.08   iFT  0.99979750   +1 18 29.1
 DD3573;UTM  17      - 3,745,641.950   718,352.740   MT  1.00018780   +1 18 50.6
 DD3573
 DD3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3573!SPC SC       -   1.00000505  x   0.99979750  =   0.99980255
 DD3573!UTM  17      -   1.00000505  x   1.00018780  =   1.00019285
 DD3573
 DD3573|---------------------------------------------------------------------|
 DD3573| PID    Reference Object                     Distance      Geod. Az  |
 DD3573|                                                           dddmmss.s |
 DD3573| DD4635 5835                                249.737 METERS 25255     |
 DD3573|---------------------------------------------------------------------|
 DD3573
 DD3573                          SUPERSEDED SURVEY CONTROL
 DD3573
 DD3573  NAD 83(1995)-  33 49 42.51913(N)    078 38 25.90062(W) AD(       ) 2
 DD3573  ELLIP H (12/20/99)  -32.21   (m)                       GP(       ) 4 1
 DD3573  NAD 83(1986)-  33 49 42.52808(N)    078 38 25.90811(W) AD(       ) 2
 DD3573  NAD 83(1986)-  33 49 42.53059(N)    078 38 25.91071(W) AD(       ) 3
 DD3573  NGVD 29 (05/09/91)    3.219  (m)           10.56   (f) ADJUSTED    3 0
 DD3573
 DD3573.Superseded values are not recommended for survey control.
 DD3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3573.See file dsdata.txt to determine how the superseded data were derived.
 DD3573
 DD3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1835345642(NAD 83)
 DD3573_MARKER: DD = SURVEY DISK
 DD3573_SETTING: 0 = UNSPECIFIED SETTING
 DD3573_STAMPING: 5840 1987
 DD3573_MARK LOGO: SCCC  
 DD3573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3573+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1990
 DD3573
 DD3573  HISTORY     - Date     Condition        Report By
 DD3573  HISTORY     - 1987     MONUMENTED       SCCC
 DD3573  HISTORY     - 19900910 GOOD             NGS
 DD3573  HISTORY     - 19990907 MARK NOT FOUND   USPSQD
 DD3573  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3573
 DD3573                          STATION DESCRIPTION
 DD3573
 DD3573'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3573'THE STATION IS LOCATED IN CHERRY GROVE AT THE INTERSECTION OF OCEAN
 DD3573'BOULEVARD (HIGHWAY 65) AND 26TH AVENUE NORTH.
 DD3573'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3573'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3573'FLUSH WITH THE SURFACE OF THE GROUND, (9.6 FT) SOUTH FROM THE
 DD3573'SOUTHEAST EDGE OF THE PAVEMENT OF OCEAN BOULEVARD, (3.0 FT) NORTH
 DD3573'NORTHEAST FROM SCPSA POWER POLE NUMBER 40066, (100.0 FT) NORTHEAST
 DD3573'FROM SCPSA POWER POLE NUMBER 17188.
 DD3573
 DD3573                          STATION RECOVERY (1990)
 DD3573
 DD3573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY AND THE CHERRY
 DD3573'GROVE EXIT (SEA MOUNTAIN HIGHWAY), JUST NORTHWEST OF CHERRY GROVE, GO
 DD3573'SOUTHEAST ON SEA MOUNTAIN HIGHWAY FOR 2.25 KM (1.40 MI) TO THE
 DD3573'JUNCTION OF OCEAN BOULEVARD.  TURN LEFT AND GO NORTHEAST FOR 0.32 KM
 DD3573'(0.20 MI) TO THE STATION ON THE RIGHT.
 DD3573'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3573'SC 29202, PHONE 803-737-1314.
 DD3573'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD3573'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE THAT IS
 DD3573'SURROUNDED BY CONCRETE AND IS FLUSH WITH THE GROUND.  LOCATED 23.6 M
 DD3573'(77.4 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE OCEANS
 DD3573'CONDOMINIUM PARKING GARAGE, 8.5 M (27.9 FT) WEST-SOUTHWEST FROM THE
 DD3573'APPROXIMATE CENTER OF DIRT DRIVEWAY TO HOUSE NUMBER 2600, 6.1 M
 DD3573'(20.0 FT) SOUTH-SOUTHEAST FROM CENTER OF OCEAN BOULEVARD AND 0.9 M
 DD3573'(3.0 FT) NORTH-NORTHEAST FROM POWER POLE NUMBER 40066 WITH LIGHT
 DD3573'ATTACHED AND WITNESS POST.
 DD3573
 DD3573                          STATION RECOVERY (1999)
 DD3573
 DD3573'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3573'MARK NOT FOUND.
 DD3573
 DD3573                          STATION RECOVERY (2004)
 DD3573
 DD3573'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4546 ***********************************************************************
 DD4546  DESIGNATION -  5845
 DD4546  PID         -  DD4546
 DD4546  STATE/COUNTY-  SC/HORRY
 DD4546  USGS QUAD   -  WAMPEE (1990)
 DD4546
 DD4546                         *CURRENT SURVEY CONTROL
 DD4546  ___________________________________________________________________
 DD4546* NAD 83(2001)-  33 49 45.33849(N)    078 38 14.62579(W)     ADJUSTED  
 DD4546* NAVD 88     -         2.531  (meters)       8.30   (feet)  ADJUSTED  
 DD4546  ___________________________________________________________________
 DD4546  X           -   1,044,941.009 (meters)                     COMP
 DD4546  Y           -  -5,199,843.596 (meters)                     COMP
 DD4546  Z           -   3,530,711.913 (meters)                     COMP
 DD4546  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DD4546  ELLIP HEIGHT-         -32.56  (meters)          (03/27/03) GPS OBS
 DD4546  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DD4546  DYNAMIC HT  -           2.529 (meters)       8.30  (feet)  COMP
 DD4546  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 DD4546
 DD4546  HORZ ORDER  -  SECOND
 DD4546  VERT ORDER  -  THIRD
 DD4546  ELLP ORDER  -  FOURTH    CLASS II
 DD4546
 DD4546.The horizontal coordinates were established by GPS observations
 DD4546.and adjusted by the National Geodetic Survey in March 2003..
 DD4546
 DD4546.The orthometric height was determined by differential leveling
 DD4546.and adjusted by the National Geodetic Survey in April 1995..
 DD4546
 DD4546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4546
 DD4546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4546
 DD4546.The ellipsoidal height was determined by GPS observations
 DD4546.and is referenced to NAD 83.
 DD4546
 DD4546.The geoid height was determined by GEOID03.
 DD4546
 DD4546.The dynamic height is computed by dividing the NAVD 88
 DD4546.geopotential number by the normal gravity value computed on the
 DD4546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4546.degrees latitude (g = 980.6199 gals.).
 DD4546
 DD4546.The modeled gravity was interpolated from observed gravity values.
 DD4546
 DD4546;                    North         East     Units Scale Factor Converg.
 DD4546;SPC SC       -   223,839.460   828,241.063   MT  0.99979754   +1 18 35.4
 DD4546;SPC SC       -   734,381.43  2,717,326.32   iFT  0.99979754   +1 18 35.4
 DD4546;UTM  17      - 3,745,735.468   718,640.648   MT  1.00018935   +1 18 57.0
 DD4546
 DD4546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4546!SPC SC       -   1.00000511  x   0.99979754  =   0.99980265
 DD4546!UTM  17      -   1.00000511  x   1.00018935  =   1.00019446
 DD4546
 DD4546|---------------------------------------------------------------------|
 DD4546| PID    Reference Object                     Distance      Geod. Az  |
 DD4546|                                                           dddmmss.s |
 DD4546| DD3573 5840                                302.659 METERS 25319     |
 DD4546|---------------------------------------------------------------------|
 DD4546
 DD4546                          SUPERSEDED SURVEY CONTROL
 DD4546
 DD4546  NAD 83(1995)-  33 49 45.33857(N)    078 38 14.62557(W) AD(       ) 2
 DD4546  ELLIP H (12/20/99)  -32.58   (m)                       GP(       ) 4 1
 DD4546  NAD 83(1986)-  33 49 45.34735(N)    078 38 14.63305(W) AD(       ) 2
 DD4546  NGVD 29 (05/09/91)    2.851  (m)            9.35   (f) ADJUSTED    3 0
 DD4546
 DD4546.Superseded values are not recommended for survey control.
 DD4546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4546.See file dsdata.txt to determine how the superseded data were derived.
 DD4546
 DD4546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1864145735(NAD 83)
 DD4546_MARKER: DD = SURVEY DISK
 DD4546_SETTING: 0 = UNSPECIFIED SETTING
 DD4546_STAMPING: 5845 1990
 DD4546_MARK LOGO: SCCC  
 DD4546_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4546+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4546
 DD4546  HISTORY     - Date     Condition        Report By
 DD4546  HISTORY     - 1990     MONUMENTED       NGS
 DD4546  HISTORY     - 19990907 MARK NOT FOUND   USPSQD
 DD4546  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD4546
 DD4546                          STATION DESCRIPTION
 DD4546
 DD4546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4546'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 9
 DD4546'BRIDGE OVER U.S. HIGHWAY 17 IN THE NORTHWEST PART OF CHERRY GROVE, GO
 DD4546'SOUTHEAST ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD4546'(1.5 MI) TO THE T-JUNCTION OF STATE HIGHWAY 65 (OCEAN BOULEVARD).
 DD4546'TURN LEFT AND GO NORTHEAST FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF
 DD4546'S-26-1255 ON THE LEFT AND THE STATION ON THE RIGHT, ALSO 3.20 KM
 DD4546'(1.99 MI) NORTHEAST OF NORTH MYRTLE BEACH ON ROAD RIGHT-OF-WAY.
 DD4546'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4546'SC 29202, PHONE 803-737-1314.
 DD4546'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD4546'PREFABRICATED ALUMINUM PIPE SET INTO CONCRETE AND INSIDE A PVC PIPE
 DD4546'THAT PROJECTS 15 CM.  LOCATED 9.8 M (32.2 FT) NORTHEAST OF THE CENTER
 DD4546'OF A CONCRETE DRIVEWAY, 6.68 M (21.92 FT) SOUTH FROM CENTER OF OCEAN
 DD4546'BOULEVARD, 0.8 M (2.6 FT) NORTHWEST FROM POWER POLE NUMBER 40147 AND
 DD4546'0.64 M (2.10 FT) EAST-NORTHEAST OF A WITNESS POST.
 DD4546
 DD4546                          STATION RECOVERY (1999)
 DD4546
 DD4546'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4546'MARK NOT FOUND.
 DD4546
 DD4546                          STATION RECOVERY (2004)
 DD4546
 DD4546'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3574 ***********************************************************************
 DD3574  DESIGNATION -  5850
 DD3574  PID         -  DD3574
 DD3574  STATE/COUNTY-  SC/HORRY
 DD3574  USGS QUAD   -  WAMPEE (1990)
 DD3574
 DD3574                         *CURRENT SURVEY CONTROL
 DD3574  ___________________________________________________________________
 DD3574* NAD 83(2001)-  33 49 47.31243(N)    078 38 09.07989(W)     ADJUSTED  
 DD3574* NAVD 88     -         2.708  (meters)       8.88   (feet)  ADJUSTED  
 DD3574  ___________________________________________________________________
 DD3574  X           -   1,045,074.174 (meters)                     COMP
 DD3574  Y           -  -5,199,782.441 (meters)                     COMP
 DD3574  Z           -   3,530,762.529 (meters)                     COMP
 DD3574  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DD3574  ELLIP HEIGHT-         -32.39  (meters)          (03/27/03) GPS OBS
 DD3574  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DD3574  DYNAMIC HT  -           2.706 (meters)       8.88  (feet)  COMP
 DD3574  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 DD3574
 DD3574  HORZ ORDER  -  SECOND
 DD3574  VERT ORDER  -  THIRD
 DD3574  ELLP ORDER  -  FOURTH    CLASS II
 DD3574
 DD3574.The horizontal coordinates were established by GPS observations
 DD3574.and adjusted by the National Geodetic Survey in March 2003..
 DD3574
 DD3574.The orthometric height was determined by differential leveling
 DD3574.and adjusted by the National Geodetic Survey in April 1995..
 DD3574
 DD3574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3574
 DD3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3574
 DD3574.The ellipsoidal height was determined by GPS observations
 DD3574.and is referenced to NAD 83.
 DD3574
 DD3574.The geoid height was determined by GEOID03.
 DD3574
 DD3574.The dynamic height is computed by dividing the NAVD 88
 DD3574.geopotential number by the normal gravity value computed on the
 DD3574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3574.degrees latitude (g = 980.6199 gals.).
 DD3574
 DD3574.The modeled gravity was interpolated from observed gravity values.
 DD3574
 DD3574;                    North         East     Units Scale Factor Converg.
 DD3574;SPC SC       -   223,903.511   828,382.212   MT  0.99979756   +1 18 38.4
 DD3574;SPC SC       -   734,591.57  2,717,789.41   iFT  0.99979756   +1 18 38.4
 DD3574;UTM  17      - 3,745,799.559   718,781.845   MT  1.00019011   +1 19 00.1
 DD3574
 DD3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3574!SPC SC       -   1.00000508  x   0.99979756  =   0.99980264
 DD3574!UTM  17      -   1.00000508  x   1.00019011  =   1.00019520
 DD3574
 DD3574|---------------------------------------------------------------------|
 DD3574| PID    Reference Object                     Distance      Geod. Az  |
 DD3574|                                                           dddmmss.s |
 DD3574| DD4546 5845                                155.033 METERS 24654     |
 DD3574|---------------------------------------------------------------------|
 DD3574
 DD3574                          SUPERSEDED SURVEY CONTROL
 DD3574
 DD3574  NAD 83(1995)-  33 49 47.31252(N)    078 38 09.07967(W) AD(       ) 2
 DD3574  ELLIP H (12/20/99)  -32.41   (m)                       GP(       ) 4 1
 DD3574  NAD 83(1986)-  33 49 47.32119(N)    078 38 09.08714(W) AD(       ) 2
 DD3574  NAD 83(1986)-  33 49 47.32322(N)    078 38 09.08967(W) AD(       ) 3
 DD3574  NGVD 29 (05/09/91)    3.029  (m)            9.94   (f) ADJUSTED    3 0
 DD3574
 DD3574.Superseded values are not recommended for survey control.
 DD3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3574.See file dsdata.txt to determine how the superseded data were derived.
 DD3574
 DD3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1878245800(NAD 83)
 DD3574_MARKER: DD = SURVEY DISK
 DD3574_SETTING: 0 = UNSPECIFIED SETTING
 DD3574_STAMPING: 5850 1987
 DD3574_MARK LOGO: SCCC  
 DD3574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3574+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD3574
 DD3574  HISTORY     - Date     Condition        Report By
 DD3574  HISTORY     - 1987     MONUMENTED       SCCC
 DD3574  HISTORY     - 19900910 GOOD             NGS
 DD3574  HISTORY     - 19990907 GOOD             USPSQD
 DD3574  HISTORY     - 20040708 GOOD             USPSQD
 DD3574  HISTORY     - 20051101 GOOD             USPSQD
 DD3574
 DD3574                          STATION DESCRIPTION
 DD3574
 DD3574'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3574'THE STATION IS LOCATED IN CHERRY GROVE AT THE INTERSECTION OF OCEAN
 DD3574'BOULEVARD (HIGHWAY 65) AND 32ND AVENUE NORTH.
 DD3574'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3574'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3574'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (60.7 FT)
 DD3574'SOUTHWEST FROM THE NORTHEAST CORNER OF THE HOUSE (GURGANUS),
 DD3574'(31.0 FT) SOUTH FROM THE SOUTH CORNER OF THE HOUSE (GURGANUS).
 DD3574
 DD3574                          STATION RECOVERY (1990)
 DD3574
 DD3574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD3574'CHERRY GROVE EXIT (SC HIGHWAY 9) JUST NORTHWEST OF NORTH MYRTLE
 DD3574'BEACH, GO SOUTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD3574'(1.5 MI) TO THE JUNCTION OF OCEAN BLVD. TURN LEFT AND GO NORTHEAST ON
 DD3574'OCEAN BLVD FOR 0.64 KM (0.40 MI) TO THE MARK ON THE LEFT JUST PAST
 DD3574'32ND AVE NORTH.
 DD3574'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3574'SC 29202, PHONE 803-737-1314.
 DD3574'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3574'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE RECESSED 0.05 M
 DD3574'(0.16 FT) BELOW THE GROUND.  LOCATED 9.3 M (30.5 FT) SOUTHWEST OF THE
 DD3574'DRIVEWAY TO THE GURGANUS RESIDENCE, 7.9 M (25.9 FT) NORTHWEST OF THE
 DD3574'CENTERLINE OF OCEAN  BLVD. AND 7.6 M (24.9 FT) NORTHEAST OF THE
 DD3574'CENTERLINE OF 32ND AVE NORTH.
 DD3574
 DD3574                          STATION RECOVERY (1999)
 DD3574
 DD3574'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3574'RECOVERED IN GOOD CONDITION.
 DD3574
 DD3574                          STATION RECOVERY (2004)
 DD3574
 DD3574'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3574'RECOVERED IN GOOD CONDITION.
 DD3574
 DD3574                          STATION RECOVERY (2005)
 DD3574
 DD3574'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4545 ***********************************************************************
 DD4545  DESIGNATION -  5855
 DD4545  PID         -  DD4545
 DD4545  STATE/COUNTY-  SC/HORRY
 DD4545  USGS QUAD   -  WAMPEE (1990)
 DD4545
 DD4545                         *CURRENT SURVEY CONTROL
 DD4545  ___________________________________________________________________
 DD4545* NAD 83(2001)-  33 49 51.92012(N)    078 37 55.68678(W)     ADJUSTED  
 DD4545* NAVD 88     -         2.472  (meters)       8.11   (feet)  ADJUSTED  
 DD4545  ___________________________________________________________________
 DD4545  X           -   1,045,396.184 (meters)                     COMP
 DD4545  Y           -  -5,199,636.889 (meters)                     COMP
 DD4545  Z           -   3,530,880.325 (meters)                     COMP
 DD4545  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DD4545  ELLIP HEIGHT-         -32.63  (meters)          (03/27/03) GPS OBS
 DD4545  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DD4545  DYNAMIC HT  -           2.470 (meters)       8.10  (feet)  COMP
 DD4545  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 DD4545
 DD4545  HORZ ORDER  -  SECOND
 DD4545  VERT ORDER  -  THIRD
 DD4545  ELLP ORDER  -  FOURTH    CLASS II
 DD4545
 DD4545.The horizontal coordinates were established by GPS observations
 DD4545.and adjusted by the National Geodetic Survey in March 2003..
 DD4545
 DD4545.The orthometric height was determined by differential leveling
 DD4545.and adjusted by the National Geodetic Survey in April 1995..
 DD4545
 DD4545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4545
 DD4545.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4545
 DD4545.The ellipsoidal height was determined by GPS observations
 DD4545.and is referenced to NAD 83.
 DD4545
 DD4545.The geoid height was determined by GEOID03.
 DD4545
 DD4545.The dynamic height is computed by dividing the NAVD 88
 DD4545.geopotential number by the normal gravity value computed on the
 DD4545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4545.degrees latitude (g = 980.6199 gals.).
 DD4545
 DD4545.The modeled gravity was interpolated from observed gravity values.
 DD4545
 DD4545;                    North         East     Units Scale Factor Converg.
 DD4545;SPC SC       -   224,053.294   828,723.184   MT  0.99979762   +1 18 45.9
 DD4545;SPC SC       -   735,082.99  2,718,908.08   iFT  0.99979762   +1 18 45.9
 DD4545;SPC NC       -     9,059.125   643,659.393   MT  1.00017686   +0 12 44.4
 DD4545;SPC NC       -    29,721.48  2,111,739.19   sFT  1.00017686   +0 12 44.4
 DD4545;UTM  17      - 3,745,949.437   719,122.936   MT  1.00019195   +1 19 07.8
 DD4545
 DD4545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4545!SPC SC       -   1.00000512  x   0.99979762  =   0.99980274
 DD4545!SPC NC       -   1.00000512  x   1.00017686  =   1.00018198
 DD4545!UTM  17      -   1.00000512  x   1.00019195  =   1.00019707
 DD4545
 DD4545:                Primary Azimuth Mark                     Grid Az
 DD4545:SPC SC       -  5845                                     246 04 52.9
 DD4545:SPC NC       -  5845                                     247 10 54.4
 DD4545:UTM  17      -  5845                                     246 04 31.0
 DD4545
 DD4545|---------------------------------------------------------------------|
 DD4545| PID    Reference Object                     Distance      Geod. Az  |
 DD4545|                                                           dddmmss.s |
 DD4545| DD4546 5845                                APPROX. 0.5 KM 2472338.8 |
 DD4545| DD3574 5850                                372.496 METERS 24736     |
 DD4545|---------------------------------------------------------------------|
 DD4545
 DD4545                          SUPERSEDED SURVEY CONTROL
 DD4545
 DD4545  NAD 83(1995)-  33 49 51.92020(N)    078 37 55.68655(W) AD(       ) 2
 DD4545  ELLIP H (12/20/99)  -32.65   (m)                       GP(       ) 4 1
 DD4545  NAD 83(1986)-  33 49 51.92895(N)    078 37 55.69402(W) AD(       ) 2
 DD4545  NGVD 29 (05/09/91)    2.792  (m)            9.16   (f) ADJUSTED    3 0
 DD4545
 DD4545.Superseded values are not recommended for survey control.
 DD4545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4545.See file dsdata.txt to determine how the superseded data were derived.
 DD4545
 DD4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1912345949(NAD 83)
 DD4545_MARKER: DD = SURVEY DISK
 DD4545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4545_SP_SET: CONCRETE POST
 DD4545_STAMPING: 5885 1988
 DD4545_MARK LOGO: SCCC  
 DD4545_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4545+STABILITY: SURFACE MOTION
 DD4545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4545+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1990
 DD4545
 DD4545  HISTORY     - Date     Condition        Report By
 DD4545  HISTORY     - 1988     MONUMENTED       SCCC
 DD4545  HISTORY     - 19900910 GOOD             NGS
 DD4545  HISTORY     - 19990908 MARK NOT FOUND   USPSQD
 DD4545  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD4545
 DD4545                          STATION DESCRIPTION
 DD4545
 DD4545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4545'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD4545'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD4545'BEACH, GO SOUTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD4545'(1.5 MI) TO THE JUNCTION OF OCEAN BLVD.  TURN LEFT AND GO NORTHEAST
 DD4545'ON OCEAN BLVD FOR 1.13 KM (0.70 MI) TO THE STATION ON THE RIGHT AND
 DD4545'THE JUNCTION OF 37TH AVENUE NORTH ON THE LEFT.
 DD4545'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4545'SC 29202, PHONE 803-737-1314.
 DD4545'THE STATION IS A LOCATED 12.1 M (39.7 FT) WEST FROM NORTHWEST CORNER
 DD4545'OF RESIDENCE AT 3700 OCEAN BOULEVARD, 10.4 M (34.1 FT)
 DD4545'NORTH-NORTHEAST FROM CENTER OF CONCRETE DRIVE TO RESIDENCE AT 3610
 DD4545'OCEAN BOULEVARD, 6.6 M (21.7 FT) SOUTH-SOUTHEAST FROM CENTER OF OCEAN
 DD4545'BOULEVARD AND 0.65 M (2.13 FT) WEST FROM A CONCRETE PUBLIC WALK POST
 DD4545'AND WITNESS POST.
 DD4545
 DD4545                          STATION RECOVERY (1999)
 DD4545
 DD4545'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4545'MARK NOT FOUND.
 DD4545
 DD4545                          STATION RECOVERY (2004)
 DD4545
 DD4545'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3575 ***********************************************************************
 DD3575  DESIGNATION -  5860
 DD3575  PID         -  DD3575
 DD3575  STATE/COUNTY-  SC/HORRY
 DD3575  USGS QUAD   -  WAMPEE (1990)
 DD3575
 DD3575                         *CURRENT SURVEY CONTROL
 DD3575  ___________________________________________________________________
 DD3575* NAD 83(2001)-  33 49 57.69244(N)    078 37 40.59189(W)     ADJUSTED  
 DD3575* NAVD 88     -         2.61   (+/-2cm)       8.6    (feet)  VERTCON   
 DD3575  ___________________________________________________________________
 DD3575  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DD3575  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DD3575
 DD3575  HORZ ORDER  -  SECOND
 DD3575  VERT ORDER  -  THIRD ? (See Below)
 DD3575
 DD3575.The horizontal coordinates were established by classical geodetic methods
 DD3575.and adjusted by the National Geodetic Survey in March 2004..
 DD3575
 DD3575.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3575.The vertical order pertains to the NGVD 29 superseded value.
 DD3575
 DD3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3575
 DD3575.The geoid height was determined by GEOID03.
 DD3575
 DD3575;                    North         East     Units Scale Factor Converg.
 DD3575;SPC SC       -   224,239.960   829,107.059   MT  0.99979770   +1 18 54.2
 DD3575;SPC SC       -   735,695.41  2,720,167.52   iFT  0.99979770   +1 18 54.2
 DD3575;SPC NC       -     9,238.452   644,046.929   MT  1.00017618   +0 12 53.1
 DD3575;SPC NC       -    30,309.82  2,113,010.63   sFT  1.00017618   +0 12 53.1
 DD3575;UTM  17      - 3,746,136.217   719,506.943   MT  1.00019403   +1 19 16.4
 DD3575
 DD3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3575!SPC SC       -   1.00000511  x   0.99979770  =   0.99980281
 DD3575!SPC NC       -   1.00000511  x   1.00017618  =   1.00018129
 DD3575!UTM  17      -   1.00000511  x   1.00019403  =   1.00019914
 DD3575
 DD3575                          SUPERSEDED SURVEY CONTROL
 DD3575
 DD3575  NAD 83(1986)-  33 49 57.70132(N)    078 37 40.59903(W) AD(       ) 2
 DD3575  NAD 83(1986)-  33 49 57.70310(N)    078 37 40.60147(W) AD(       ) 3
 DD3575  NGVD 29 (11/30/89)    2.93   (m)            9.6    (f) LEVELING    3  
 DD3575
 DD3575.Superseded values are not recommended for survey control.
 DD3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3575.See file dsdata.txt to determine how the superseded data were derived.
 DD3575
 DD3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1950746136(NAD 83)
 DD3575_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3575_SETTING: 0 = UNSPECIFIED SETTING
 DD3575_STAMPING: 5860 1987
 DD3575_MARK LOGO: SCCC  
 DD3575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3575+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3575
 DD3575  HISTORY     - Date     Condition        Report By
 DD3575  HISTORY     - 1987     MONUMENTED       SCCC
 DD3575  HISTORY     - 19990908 MARK NOT FOUND   USPSQD
 DD3575  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3575
 DD3575                          STATION DESCRIPTION
 DD3575
 DD3575'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3575'THE STATION IS LOCATED IN CHERRY GROVE AT THE INTERSECTION OF OCEAN
 DD3575'BOULEVARD (HIGHWAY 65) AND 42ND AVENUE NORTH.
 DD3575'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3575'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3575'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND, (13.0 FT) SOUTH
 DD3575'FROM THE SOUTH EDGE OF THE PAVEMENT OF OCEAN BOULEVARD, (13.5 FT) WEST
 DD3575'FROM THE CONCRETE MARKER (PUBLIC WALK), (2.2 FT) NORTH FROM THE
 DD3575'CONCRETE MARKER (PUBLIC WALK).
 DD3575
 DD3575                          STATION RECOVERY (1999)
 DD3575
 DD3575'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3575'MARK NOT FOUND.
 DD3575
 DD3575                          STATION RECOVERY (2004)
 DD3575
 DD3575'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4544 ***********************************************************************
 DD4544  DESIGNATION -  5860 B
 DD4544  PID         -  DD4544
 DD4544  STATE/COUNTY-  SC/HORRY
 DD4544  USGS QUAD   -  WAMPEE (1990)
 DD4544
 DD4544                         *CURRENT SURVEY CONTROL
 DD4544  ___________________________________________________________________
 DD4544* NAD 83(2001)-  33 49 58.90340(N)    078 37 37.43267(W)     ADJUSTED  
 DD4544* NAVD 88     -         2.714  (meters)       8.90   (feet)  ADJUSTED  
 DD4544  ___________________________________________________________________
 DD4544  X           -   1,045,832.755 (meters)                     COMP
 DD4544  Y           -  -5,199,427.100 (meters)                     COMP
 DD4544  Z           -   3,531,059.181 (meters)                     COMP
 DD4544  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DD4544  ELLIP HEIGHT-         -32.40  (meters)          (03/27/03) GPS OBS
 DD4544  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 DD4544  DYNAMIC HT  -           2.711 (meters)       8.89  (feet)  COMP
 DD4544  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 DD4544
 DD4544  HORZ ORDER  -  SECOND
 DD4544  VERT ORDER  -  THIRD
 DD4544  ELLP ORDER  -  FOURTH    CLASS II
 DD4544
 DD4544.The horizontal coordinates were established by GPS observations
 DD4544.and adjusted by the National Geodetic Survey in March 2003..
 DD4544
 DD4544.The orthometric height was determined by differential leveling
 DD4544.and adjusted by the National Geodetic Survey in April 1995..
 DD4544
 DD4544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4544
 DD4544.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4544
 DD4544.The ellipsoidal height was determined by GPS observations
 DD4544.and is referenced to NAD 83.
 DD4544
 DD4544.The geoid height was determined by GEOID03.
 DD4544
 DD4544.The dynamic height is computed by dividing the NAVD 88
 DD4544.geopotential number by the normal gravity value computed on the
 DD4544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4544.degrees latitude (g = 980.6199 gals.).
 DD4544
 DD4544.The modeled gravity was interpolated from observed gravity values.
 DD4544
 DD4544;                    North         East     Units Scale Factor Converg.
 DD4544;SPC SC       -   224,279.117   829,187.397   MT  0.99979772   +1 18 56.0
 DD4544;SPC SC       -   735,823.87  2,720,431.09   iFT  0.99979772   +1 18 56.0
 DD4544;SPC NC       -     9,276.074   644,128.035   MT  1.00017604   +0 12 54.9
 DD4544;SPC NC       -    30,433.25  2,113,276.73   sFT  1.00017604   +0 12 54.9
 DD4544;UTM  17      - 3,746,175.399   719,587.308   MT  1.00019446   +1 19 18.2
 DD4544
 DD4544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4544!SPC SC       -   1.00000509  x   0.99979772  =   0.99980281
 DD4544!SPC NC       -   1.00000509  x   1.00017604  =   1.00018113
 DD4544!UTM  17      -   1.00000509  x   1.00019446  =   1.00019955
 DD4544
 DD4544:                Primary Azimuth Mark                     Grid Az
 DD4544:SPC SC       -  5855                                     244 03 31.2
 DD4544:SPC NC       -  5855                                     245 09 32.3
 DD4544:UTM  17      -  5855                                     244 03 09.0
 DD4544
 DD4544|---------------------------------------------------------------------|
 DD4544| PID    Reference Object                     Distance      Geod. Az  |
 DD4544|                                                           dddmmss.s |
 DD4544| DD4545 5855                                APPROX. 0.5 KM 2452227.2 |
 DD4544|---------------------------------------------------------------------|
 DD4544
 DD4544                          SUPERSEDED SURVEY CONTROL
 DD4544
 DD4544  NAD 83(1995)-  33 49 58.90348(N)    078 37 37.43245(W) AD(       ) 2
 DD4544  ELLIP H (12/20/99)  -32.42   (m)                       GP(       ) 4 1
 DD4544  NAD 83(1986)-  33 49 58.91227(N)    078 37 37.43995(W) AD(       ) 2
 DD4544  NGVD 29 (05/09/91)    3.034  (m)            9.95   (f) ADJUSTED    3 0
 DD4544
 DD4544.Superseded values are not recommended for survey control.
 DD4544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4544.See file dsdata.txt to determine how the superseded data were derived.
 DD4544
 DD4544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1958746175(NAD 83)
 DD4544_MARKER: DD = SURVEY DISK
 DD4544_SETTING: 0 = UNSPECIFIED SETTING
 DD4544_STAMPING: 5860 B 1990
 DD4544_MARK LOGO: SCCC  
 DD4544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4544+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 DD4544
 DD4544  HISTORY     - Date     Condition        Report By
 DD4544  HISTORY     - 1990     MONUMENTED       NGS
 DD4544  HISTORY     - 19990908 GOOD             USPSQD
 DD4544  HISTORY     - 20040708 GOOD             USPSQD
 DD4544
 DD4544                          STATION DESCRIPTION
 DD4544
 DD4544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4544'TO REACH THE STATION FROM THE SOUTHEAST END OF THE STATE HIGHWAY 9
 DD4544'BRIDGE OVER U.S. HIGHWAY 17, IN THE NORTHWEST PART OF CHERRY GROVE,
 DD4544'GO SOUTHEAST ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD4544'(1.5 MI) TO THE T-JUNCTION OF STATE HIGHWAY 65 (OCEAN BOULEVARD).
 DD4544'TURN LEFT AND GO NORTHEAST FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 DD4544'42ND AVENUE NORTH ON THE LEFT AND THE STATION ON THE RIGHT.
 DD4544'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4544'SC 29202, PHONE 803-737-1314.
 DD4544'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD4544'PREFABRICATED ALUMINUM PIPE SET INTO CONCRETE AND INSIDE A PVC PIPE
 DD4544'THAT PROJECTS 15 CM.  LOCATED 7.3 M (24.0 FT) SOUTHEAST OF THE CENTER
 DD4544'OF OCEAN BOULEVARD, 1.1 M (3.6 FT) NORTHEAST FROM EXTENDED CENTER OF
 DD4544'42ND STREET NORTH, 1.0 M (3.3 FT) NORTH OF A POWER POLE AND 0.4 M
 DD4544'(1.3 FT) NORTHWEST OF A WITNESS POST.
 DD4544
 DD4544                          STATION RECOVERY (1999)
 DD4544
 DD4544'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4544'RECOVERED IN GOOD CONDITION.
 DD4544
 DD4544                          STATION RECOVERY (2004)
 DD4544
 DD4544'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4543 ***********************************************************************
 DD4543  DESIGNATION -  5865
 DD4543  PID         -  DD4543
 DD4543  STATE/COUNTY-  SC/HORRY
 DD4543  USGS QUAD   -  LITTLE RIVER (1990)
 DD4543
 DD4543                         *CURRENT SURVEY CONTROL
 DD4543  ___________________________________________________________________
 DD4543* NAD 83(2001)-  33 50 03.12762(N)    078 37 25.05601(W)     ADJUSTED  
 DD4543* NAVD 88     -         2.561  (meters)       8.40   (feet)  ADJUSTED  
 DD4543  ___________________________________________________________________
 DD4543  X           -   1,046,130.418 (meters)                     COMP
 DD4543  Y           -  -5,199,293.164 (meters)                     COMP
 DD4543  Z           -   3,531,167.204 (meters)                     COMP
 DD4543  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DD4543  ELLIP HEIGHT-         -32.56  (meters)          (03/27/03) GPS OBS
 DD4543  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 DD4543  DYNAMIC HT  -           2.558 (meters)       8.39  (feet)  COMP
 DD4543  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 DD4543
 DD4543  HORZ ORDER  -  SECOND
 DD4543  VERT ORDER  -  THIRD
 DD4543  ELLP ORDER  -  FOURTH    CLASS II
 DD4543
 DD4543.The horizontal coordinates were established by GPS observations
 DD4543.and adjusted by the National Geodetic Survey in March 2003..
 DD4543
 DD4543.The orthometric height was determined by differential leveling
 DD4543.and adjusted by the National Geodetic Survey in April 1995..
 DD4543
 DD4543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4543
 DD4543.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4543
 DD4543.The ellipsoidal height was determined by GPS observations
 DD4543.and is referenced to NAD 83.
 DD4543
 DD4543.The geoid height was determined by GEOID03.
 DD4543
 DD4543.The dynamic height is computed by dividing the NAVD 88
 DD4543.geopotential number by the normal gravity value computed on the
 DD4543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4543.degrees latitude (g = 980.6199 gals.).
 DD4543
 DD4543.The modeled gravity was interpolated from observed gravity values.
 DD4543
 DD4543;                    North         East     Units Scale Factor Converg.
 DD4543;SPC SC       -   224,416.519   829,502.492   MT  0.99979778   +1 19 02.9
 DD4543;SPC SC       -   736,274.67  2,721,464.87   iFT  0.99979778   +1 19 02.9
 DD4543;SPC NC       -     9,407.449   644,445.830   MT  1.00017554   +0 13 02.0
 DD4543;SPC NC       -    30,864.27  2,114,319.36   sFT  1.00017554   +0 13 02.0
 DD4543;UTM  17      - 3,746,312.889   719,902.514   MT  1.00019617   +1 19 25.2
 DD4543
 DD4543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4543!SPC SC       -   1.00000511  x   0.99979778  =   0.99980289
 DD4543!SPC NC       -   1.00000511  x   1.00017554  =   1.00018065
 DD4543!UTM  17      -   1.00000511  x   1.00019617  =   1.00020128
 DD4543
 DD4543|---------------------------------------------------------------------|
 DD4543| PID    Reference Object                     Distance      Geod. Az  |
 DD4543|                                                           dddmmss.s |
 DD4543| DD4544 5860 B                              343.820 METERS 24745     |
 DD4543|---------------------------------------------------------------------|
 DD4543
 DD4543                          SUPERSEDED SURVEY CONTROL
 DD4543
 DD4543  NAD 83(1995)-  33 50 03.12771(N)    078 37 25.05579(W) AD(       ) 2
 DD4543  ELLIP H (12/20/99)  -32.58   (m)                       GP(       ) 4 1
 DD4543  NAD 83(1986)-  33 50 03.13661(N)    078 37 25.06315(W) AD(       ) 2
 DD4543  NGVD 29 (05/09/91)    2.881  (m)            9.45   (f) ADJUSTED    3 0
 DD4543
 DD4543.Superseded values are not recommended for survey control.
 DD4543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4543.See file dsdata.txt to determine how the superseded data were derived.
 DD4543
 DD4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1990346313(NAD 83)
 DD4543_MARKER: DD = SURVEY DISK
 DD4543_SETTING: 0 = UNSPECIFIED SETTING
 DD4543_STAMPING: 5865 88
 DD4543_MARK LOGO: SCCC  
 DD4543_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4543+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD4543
 DD4543  HISTORY     - Date     Condition        Report By
 DD4543  HISTORY     - UNK      MONUMENTED       SCCC
 DD4543  HISTORY     - 19900910 GOOD             NGS
 DD4543  HISTORY     - 19920717 GOOD             NGS
 DD4543  HISTORY     - 19990908 MARK NOT FOUND   USPSQD
 DD4543  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD4543
 DD4543                          STATION DESCRIPTION
 DD4543
 DD4543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4543'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD4543'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD4543'BEACH, GO SOUTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD4543'(1.5 MI) TO THE JUNCTION OF OCEAN BLVD., TURN LEFT AND GO NORTHEAST
 DD4543'ON OCEAN BLVD FOR 1.93 KM (1.20 MI) TO THE STATION ON THE RIGHT NEAR
 DD4543'A POWER POLE.
 DD4543'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4543'SC 29202, PHONE 803-737-1314.
 DD4543'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4543'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE RECESSED ABOUT 6
 DD4543'CMS BELOW THE GROUND.  LOCATED 14.45 M (47.41 FT) NORTHEAST OF
 DD4543'CENTER OF THE PARKING LOT FOR 4500 OCEAN BLVD. (KINGS VIEW VILLAS),
 DD4543'6.10 M (20.01 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF OCEAN BLVD.
 DD4543'AND 0.65 M (2.13 FT) NORTH OF POWER POLE NO. 37613 AND A FIBERGLASS
 DD4543'WITNESS POST.
 DD4543
 DD4543                          STATION RECOVERY (1992)
 DD4543
 DD4543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD4543'IN NORTH MYRTLE BEACH, AT THE INTERSECTION OF OCEAN BOULEVARD NORTH
 DD4543'AND 45TH AVENUE NORTH, 18.6 M (61.0 FT) NORTH OF THE NORTHEAST CORNER
 DD4543'OF KINGS VIEW VILLAS AT 4406 OCEAN BOULEVARD NORTH, 14.9 M (48.9 FT)
 DD4543'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NUMBER 4500, 6.1 M (20.0
 DD4543'FT) SOUTH-SOUTHEAST OF AND LEVEL WITH THE BOULEVARD CENTERLINE, 1.7 M
 DD4543'(5.6 FT) EAST-NORTHEAST OF THE EXTENDED CENTER OF THE AVENUE, AND 0.6
 DD4543'M (2.0 FT) NORTH OF A WITNESS POST AND UTILITY POLE NUMBER 37613.
 DD4543'NOTE--THE DISK IS AFFIXED TO TO A 2-INCH PVC PIPE SET TO A DEPTH OF
 DD4543'3-FEET AND IS ENCASED IN A 6-INCH PVC PIPE AND IS RECESSED 0.06 M
 DD4543'(0.20 FT) BELOW THE GROUND SURFACE.
 DD4543
 DD4543                          STATION RECOVERY (1999)
 DD4543
 DD4543'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4543'MARK NOT FOUND.
 DD4543
 DD4543                          STATION RECOVERY (2004)
 DD4543
 DD4543'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3576 ***********************************************************************
 DD3576  DESIGNATION -  5870
 DD3576  PID         -  DD3576
 DD3576  STATE/COUNTY-  SC/HORRY
 DD3576  USGS QUAD   -  LITTLE RIVER (1990)
 DD3576
 DD3576                         *CURRENT SURVEY CONTROL
 DD3576  ___________________________________________________________________
 DD3576* NAD 83(2001)-  33 50 06.80518(N)    078 37 13.36705(W)     ADJUSTED  
 DD3576* NAVD 88     -         2.571  (meters)       8.44   (feet)  ADJUSTED  
 DD3576  ___________________________________________________________________
 DD3576  X           -   1,046,412.607 (meters)                     COMP
 DD3576  Y           -  -5,199,172.006 (meters)                     COMP
 DD3576  Z           -   3,531,261.312 (meters)                     COMP
 DD3576  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DD3576  ELLIP HEIGHT-         -32.58  (meters)          (03/27/03) GPS OBS
 DD3576  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 DD3576  DYNAMIC HT  -           2.568 (meters)       8.43  (feet)  COMP
 DD3576  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 DD3576
 DD3576  HORZ ORDER  -  SECOND
 DD3576  VERT ORDER  -  THIRD
 DD3576  ELLP ORDER  -  FOURTH    CLASS II
 DD3576
 DD3576.The horizontal coordinates were established by GPS observations
 DD3576.and adjusted by the National Geodetic Survey in March 2003..
 DD3576
 DD3576.The orthometric height was determined by differential leveling
 DD3576.and adjusted by the National Geodetic Survey in April 1995..
 DD3576
 DD3576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3576
 DD3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3576
 DD3576.The ellipsoidal height was determined by GPS observations
 DD3576.and is referenced to NAD 83.
 DD3576
 DD3576.The geoid height was determined by GEOID03.
 DD3576
 DD3576.The dynamic height is computed by dividing the NAVD 88
 DD3576.geopotential number by the normal gravity value computed on the
 DD3576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3576.degrees latitude (g = 980.6199 gals.).
 DD3576
 DD3576.The modeled gravity was interpolated from observed gravity values.
 DD3576
 DD3576;                    North         East     Units Scale Factor Converg.
 DD3576;SPC SC       -   224,536.689   829,800.292   MT  0.99979783   +1 19 09.3
 DD3576;SPC SC       -   736,668.93  2,722,441.90   iFT  0.99979783   +1 19 09.3
 DD3576;SPC NC       -     9,521.922   644,745.996   MT  1.00017510   +0 13 08.8
 DD3576;SPC NC       -    31,239.84  2,115,304.16   sFT  1.00017510   +0 13 08.8
 DD3576;UTM  17      - 3,746,433.140   720,200.420   MT  1.00019779   +1 19 31.9
 DD3576
 DD3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3576!SPC SC       -   1.00000511  x   0.99979783  =   0.99980294
 DD3576!SPC NC       -   1.00000511  x   1.00017510  =   1.00018022
 DD3576!UTM  17      -   1.00000511  x   1.00019779  =   1.00020291
 DD3576
 DD3576|---------------------------------------------------------------------|
 DD3576| PID    Reference Object                     Distance      Geod. Az  |
 DD3576|                                                           dddmmss.s |
 DD3576| DD4543 5865                                321.197 METERS 24921     |
 DD3576|---------------------------------------------------------------------|
 DD3576
 DD3576                          SUPERSEDED SURVEY CONTROL
 DD3576
 DD3576  NAD 83(1995)-  33 50 06.80526(N)    078 37 13.36683(W) AD(       ) 2
 DD3576  ELLIP H (12/20/99)  -32.59   (m)                       GP(       ) 4 1
 DD3576  NAD 83(1986)-  33 50 06.81429(N)    078 37 13.37401(W) AD(       ) 2
 DD3576  NAD 83(1986)-  33 50 06.81595(N)    078 37 13.37656(W) AD(       ) 3
 DD3576  NGVD 29 (05/09/91)    2.891  (m)            9.48   (f) ADJUSTED    3 0
 DD3576
 DD3576.Superseded values are not recommended for survey control.
 DD3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3576.See file dsdata.txt to determine how the superseded data were derived.
 DD3576
 DD3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2020046433(NAD 83)
 DD3576_MARKER: DD = SURVEY DISK
 DD3576_SETTING: 0 = UNSPECIFIED SETTING
 DD3576_STAMPING: 5870 1987
 DD3576_MARK LOGO: SCCC  
 DD3576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3576+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1990
 DD3576
 DD3576  HISTORY     - Date     Condition        Report By
 DD3576  HISTORY     - 1987     MONUMENTED       SCCC
 DD3576  HISTORY     - 19900910 GOOD             NGS
 DD3576  HISTORY     - 19990908 MARK NOT FOUND   USPSQD
 DD3576  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3576
 DD3576                          STATION DESCRIPTION
 DD3576
 DD3576'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3576'THE STATION IS LOCATED IN CHERRY GROVE AT THE INTERSECTION OF OCEAN
 DD3576'BOULEVARD (HIGHWAY 65) AND 48TH AVENUE NORTH.
 DD3576'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3576'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3576'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND, (8.0 FT) SOUTH
 DD3576'FROM THE SOUTH EDGE OF THE PAVEMENT OF OCEAN BOULEVARD, (3.3 FT) NORTH
 DD3576'NORTHEAST FROM SCPSA POWER POLE NUMBER 37790, (52.4 FT) NORTHEAST FROM
 DD3576'THE BUILDING NUMBER 4710 (ANDY-ANN APARTMENTS).
 DD3576
 DD3576                          STATION RECOVERY (1990)
 DD3576
 DD3576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD3576'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD3576'BEACH, GO SOUTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD3576'(1.5 MI) TO THE JUNCTION OF OCEAN BLVD.  TURN LEFT AND GO NORTHEAST
 DD3576'ON OCEAN BLVD FOR 2.33 KM (1.45 MI) TO THE STATION ON THE RIGHT NEAR
 DD3576'A POWER POLE.
 DD3576'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3576'SC 29202, PHONE 803-737-1314.
 DD3576'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3576'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND RECESSED 0.10
 DD3576'M (0.33 FT) BELOW THE GROUND.  LOCATED 5.8 M (19.0 FT) SOUTH OF THE
 DD3576'CENTERLINE OF OCEAN BLVD., 5.3 M (17.4 FT) NORTHEAST OF THE SOUTHERN
 DD3576'MOST CONCRETE PUBLIC WALK POST, 0.85 M (2.79 FT) NORTHEAST OF POWER
 DD3576'POLE NO.57790 AND 0.65 M (2.13 FT) NORTHWEST OF A TELEPHONE JUNCTION
 DD3576'BOX.
 DD3576
 DD3576                          STATION RECOVERY (1999)
 DD3576
 DD3576'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3576'MARK NOT FOUND.
 DD3576
 DD3576                          STATION RECOVERY (2004)
 DD3576
 DD3576'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4542 ***********************************************************************
 DD4542  DESIGNATION -  5875
 DD4542  PID         -  DD4542
 DD4542  STATE/COUNTY-  SC/HORRY
 DD4542  USGS QUAD   -  LITTLE RIVER (1990)
 DD4542
 DD4542                         *CURRENT SURVEY CONTROL
 DD4542  ___________________________________________________________________
 DD4542* NAD 83(2001)-  33 50 10.24336(N)    078 37 01.81458(W)     ADJUSTED  
 DD4542* NAVD 88     -         2.961  (meters)       9.71   (feet)  ADJUSTED  
 DD4542  ___________________________________________________________________
 DD4542  X           -   1,046,692.224 (meters)                     COMP
 DD4542  Y           -  -5,199,055.891 (meters)                     COMP
 DD4542  Z           -   3,531,349.527 (meters)                     COMP
 DD4542  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DD4542  ELLIP HEIGHT-         -32.18  (meters)          (03/27/03) GPS OBS
 DD4542  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DD4542  DYNAMIC HT  -           2.958 (meters)       9.70  (feet)  COMP
 DD4542  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 DD4542
 DD4542  HORZ ORDER  -  SECOND
 DD4542  VERT ORDER  -  THIRD
 DD4542  ELLP ORDER  -  FOURTH    CLASS II
 DD4542
 DD4542.The horizontal coordinates were established by GPS observations
 DD4542.and adjusted by the National Geodetic Survey in March 2003..
 DD4542
 DD4542.The orthometric height was determined by differential leveling
 DD4542.and adjusted by the National Geodetic Survey in April 1995..
 DD4542
 DD4542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4542
 DD4542.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4542
 DD4542.The ellipsoidal height was determined by GPS observations
 DD4542.and is referenced to NAD 83.
 DD4542
 DD4542.The geoid height was determined by GEOID03.
 DD4542
 DD4542.The dynamic height is computed by dividing the NAVD 88
 DD4542.geopotential number by the normal gravity value computed on the
 DD4542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4542.degrees latitude (g = 980.6199 gals.).
 DD4542
 DD4542.The modeled gravity was interpolated from observed gravity values.
 DD4542
 DD4542;                    North         East     Units Scale Factor Converg.
 DD4542;SPC SC       -   224,649.415   830,094.747   MT  0.99979788   +1 19 15.7
 DD4542;SPC SC       -   737,038.76  2,723,407.96   iFT  0.99979788   +1 19 15.7
 DD4542;SPC NC       -     9,629.014   645,042.673   MT  1.00017469   +0 13 15.4
 DD4542;SPC NC       -    31,591.19  2,116,277.50   sFT  1.00017469   +0 13 15.4
 DD4542;UTM  17      - 3,746,545.943   720,494.981   MT  1.00019939   +1 19 38.4
 DD4542
 DD4542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4542!SPC SC       -   1.00000505  x   0.99979788  =   0.99980293
 DD4542!SPC NC       -   1.00000505  x   1.00017469  =   1.00017974
 DD4542!UTM  17      -   1.00000505  x   1.00019939  =   1.00020444
 DD4542
 DD4542|---------------------------------------------------------------------|
 DD4542| PID    Reference Object                     Distance      Geod. Az  |
 DD4542|                                                           dddmmss.s |
 DD4542| DD3576 5870                                315.359 METERS 25022     |
 DD4542|---------------------------------------------------------------------|
 DD4542
 DD4542                          SUPERSEDED SURVEY CONTROL
 DD4542
 DD4542  NAD 83(1995)-  33 50 10.24344(N)    078 37 01.81435(W) AD(       ) 2
 DD4542  ELLIP H (12/20/99)  -32.20   (m)                       GP(       ) 4 1
 DD4542  NAD 83(1986)-  33 50 10.25236(N)    078 37 01.82182(W) AD(       ) 2
 DD4542  NGVD 29 (05/09/91)    3.282  (m)           10.77   (f) ADJUSTED    3 0
 DD4542
 DD4542.Superseded values are not recommended for survey control.
 DD4542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4542.See file dsdata.txt to determine how the superseded data were derived.
 DD4542
 DD4542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2049546546(NAD 83)
 DD4542_MARKER: DD = SURVEY DISK
 DD4542_SETTING: 0 = UNSPECIFIED SETTING
 DD4542_STAMPING: 5875 88
 DD4542_MARK LOGO: SCCC  
 DD4542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4542+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1990
 DD4542
 DD4542  HISTORY     - Date     Condition        Report By
 DD4542  HISTORY     - UNK      MONUMENTED       SCCC
 DD4542  HISTORY     - 19900910 GOOD             NGS
 DD4542  HISTORY     - 19990908 MARK NOT FOUND   USPSQD
 DD4542  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD4542
 DD4542                          STATION DESCRIPTION
 DD4542
 DD4542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD4542'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD4542'BEACH, GO SOUTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD4542'(1.5 MI) TO THE JUNCTION OF OCEAN BLVD.  TURN LEFT AND GO NORTHEAST
 DD4542'ON OCEAN BLVD FOR 2.65 KM (1.65 MI) TO THE JUNCTION OF 51ST AVENUE
 DD4542'NORTH ON THE LEFT AND THE STATION ON THE RIGHT.
 DD4542'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4542'SC 29202, PHONE 803-737-1314.
 DD4542'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4542'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND PROJECTING
 DD4542'0.08 M (0.26 FT) ABOVE THE GROUND.  LOCATED 9.1 M (29.9 FT) SOUTH OF
 DD4542'THE CENTERLINE OF OCEAN BLVD., 4.3 M (14.1 FT) SOUTHEAST OF POWER
 DD4542'POLE NO.78324 AND 2.3 M (7.5 FT) WEST OF THE NORTH MOST CONCRETE
 DD4542'PUBLIC WALK POST.
 DD4542
 DD4542                          STATION RECOVERY (1999)
 DD4542
 DD4542'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4542'MARK NOT FOUND.
 DD4542
 DD4542                          STATION RECOVERY (2004)
 DD4542
 DD4542'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3577 ***********************************************************************
 DD3577  DESIGNATION -  5880
 DD3577  PID         -  DD3577
 DD3577  STATE/COUNTY-  SC/HORRY
 DD3577  USGS QUAD   -  LITTLE RIVER (1990)
 DD3577
 DD3577                         *CURRENT SURVEY CONTROL
 DD3577  ___________________________________________________________________
 DD3577* NAD 83(2001)-  33 50 14.13683(N)    078 36 50.58298(W)     ADJUSTED  
 DD3577* NAVD 88     -         2.638  (meters)       8.65   (feet)  ADJUSTED  
 DD3577  ___________________________________________________________________
 DD3577  X           -   1,046,962.082 (meters)                     COMP
 DD3577  Y           -  -5,198,933.137 (meters)                     COMP
 DD3577  Z           -   3,531,448.986 (meters)                     COMP
 DD3577  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DD3577  ELLIP HEIGHT-         -32.51  (meters)          (03/27/03) GPS OBS
 DD3577  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DD3577  DYNAMIC HT  -           2.635 (meters)       8.64  (feet)  COMP
 DD3577  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 DD3577
 DD3577  HORZ ORDER  -  SECOND
 DD3577  VERT ORDER  -  THIRD
 DD3577  ELLP ORDER  -  FOURTH    CLASS II
 DD3577
 DD3577.The horizontal coordinates were established by GPS observations
 DD3577.and adjusted by the National Geodetic Survey in March 2003..
 DD3577
 DD3577.The orthometric height was determined by differential leveling
 DD3577.and adjusted by the National Geodetic Survey in April 1995..
 DD3577
 DD3577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3577
 DD3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3577
 DD3577.The ellipsoidal height was determined by GPS observations
 DD3577.and is referenced to NAD 83.
 DD3577
 DD3577.The geoid height was determined by GEOID03.
 DD3577
 DD3577.The dynamic height is computed by dividing the NAVD 88
 DD3577.geopotential number by the normal gravity value computed on the
 DD3577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3577.degrees latitude (g = 980.6199 gals.).
 DD3577
 DD3577.The modeled gravity was interpolated from observed gravity values.
 DD3577
 DD3577;                    North         East     Units Scale Factor Converg.
 DD3577;SPC SC       -   224,775.981   830,380.626   MT  0.99979793   +1 19 22.0
 DD3577;SPC SC       -   737,454.01  2,724,345.89   iFT  0.99979793   +1 19 22.0
 DD3577;SPC NC       -     9,750.114   645,331.038   MT  1.00017423   +0 13 21.9
 DD3577;SPC NC       -    31,988.50  2,117,223.58   sFT  1.00017423   +0 13 21.9
 DD3577;UTM  17      - 3,746,672.592   720,780.960   MT  1.00020094   +1 19 44.8
 DD3577
 DD3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3577!SPC SC       -   1.00000510  x   0.99979793  =   0.99980303
 DD3577!SPC NC       -   1.00000510  x   1.00017423  =   1.00017933
 DD3577!UTM  17      -   1.00000510  x   1.00020094  =   1.00020604
 DD3577
 DD3577|---------------------------------------------------------------------|
 DD3577| PID    Reference Object                     Distance      Geod. Az  |
 DD3577|                                                           dddmmss.s |
 DD3577| DD4542 5875                                312.706 METERS 24727     |
 DD3577|---------------------------------------------------------------------|
 DD3577
 DD3577                          SUPERSEDED SURVEY CONTROL
 DD3577
 DD3577  NAD 83(1995)-  33 50 14.13691(N)    078 36 50.58276(W) AD(       ) 2
 DD3577  ELLIP H (12/20/99)  -32.53   (m)                       GP(       ) 4 1
 DD3577  NAD 83(1986)-  33 50 14.14574(N)    078 36 50.59011(W) AD(       ) 2
 DD3577  NAD 83(1986)-  33 50 14.14732(N)    078 36 50.59211(W) AD(       ) 3
 DD3577  NGVD 29 (05/09/91)    2.958  (m)            9.70   (f) ADJUSTED    3 0
 DD3577
 DD3577.Superseded values are not recommended for survey control.
 DD3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3577.See file dsdata.txt to determine how the superseded data were derived.
 DD3577
 DD3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2078146673(NAD 83)
 DD3577_MARKER: DD = SURVEY DISK
 DD3577_SETTING: 0 = UNSPECIFIED SETTING
 DD3577_STAMPING: 5880 1987
 DD3577_MARK LOGO: SCCC  
 DD3577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3577+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1990
 DD3577
 DD3577  HISTORY     - Date     Condition        Report By
 DD3577  HISTORY     - 1987     MONUMENTED       SCCC
 DD3577  HISTORY     - 19900910 GOOD             NGS
 DD3577  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD3577  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3577
 DD3577                          STATION DESCRIPTION
 DD3577
 DD3577'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3577'THE STATION IS LOCATED IN CHERRY GROVE AT THE INTERSECTION OF OCEAN
 DD3577'BOULEVARD (HIGHWAY 65) AND 54TH AVENUE NORTH.
 DD3577'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3577'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3577'FLUSH WITH THE SURFACE OF THE GROUND, (34.7 FT) SOUTH SOUTHEAST FROM
 DD3577'THE SOUTHEAST CORNER OF THE HOUSE, (2.2 FT) EAST FROM THE FIRE
 DD3577'HYDRANT.
 DD3577
 DD3577                          STATION RECOVERY (1990)
 DD3577
 DD3577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3577'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD3577'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD3577'BEACH, GO SOUTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD3577'(1.5 MI) TO THE JUNCTION OF OCEAN BLVD.  TURN LEFT AND GO NORTHEAST
 DD3577'ON OCEAN BLVD FOR 2.97 KM (1.85 MI) TO THE STATION ON THE LEFT NEAR A
 DD3577'FIRE HYDRANT,  A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD3577'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE AND PROJECTING
 DD3577'0.05 M (0.16 FT) ABOVE THE GROUND.  LOCATED 6.8 M (22.3 FT) WEST OF
 DD3577'THE CENTERLINE OF 54TH AVE NORTH, 6.7 M (22.0 FT) NORTH OF THE
 DD3577'CENTERLINE OF OCEAN BLVD., 0.95 M (3.12 FT) SOUTHWEST OF A STOP SIGN
 DD3577'AND 0.70 M (2.30 FT) EAST OF FIRE HYDRANT CG22.
 DD3577'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3577'SC 29202, PHONE 803-737-1314.
 DD3577
 DD3577                          STATION RECOVERY (1999)
 DD3577
 DD3577'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3577'MARK NOT FOUND.
 DD3577
 DD3577                          STATION RECOVERY (2004)
 DD3577
 DD3577'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4541 ***********************************************************************
 DD4541  DESIGNATION -  5885
 DD4541  PID         -  DD4541
 DD4541  STATE/COUNTY-  SC/HORRY
 DD4541  USGS QUAD   -  LITTLE RIVER (1990)
 DD4541
 DD4541                         *CURRENT SURVEY CONTROL
 DD4541  ___________________________________________________________________
 DD4541* NAD 83(2001)-  33 50 17.71545(N)    078 36 38.78892(W)     ADJUSTED  
 DD4541* NAVD 88     -         2.238  (meters)       7.34   (feet)  ADJUSTED  
 DD4541  ___________________________________________________________________
 DD4541  X           -   1,047,247.160 (meters)                     COMP
 DD4541  Y           -  -5,198,812.741 (meters)                     COMP
 DD4541  Z           -   3,531,540.342 (meters)                     COMP
 DD4541  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DD4541  ELLIP HEIGHT-         -32.92  (meters)          (03/27/03) GPS OBS
 DD4541  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 DD4541  DYNAMIC HT  -           2.235 (meters)       7.33  (feet)  COMP
 DD4541  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 DD4541
 DD4541  HORZ ORDER  -  SECOND
 DD4541  VERT ORDER  -  THIRD
 DD4541  ELLP ORDER  -  FOURTH    CLASS II
 DD4541
 DD4541.The horizontal coordinates were established by GPS observations
 DD4541.and adjusted by the National Geodetic Survey in March 2003..
 DD4541
 DD4541.The orthometric height was determined by differential leveling
 DD4541.and adjusted by the National Geodetic Survey in April 1995..
 DD4541
 DD4541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4541
 DD4541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4541
 DD4541.The ellipsoidal height was determined by GPS observations
 DD4541.and is referenced to NAD 83.
 DD4541
 DD4541.The geoid height was determined by GEOID03.
 DD4541
 DD4541.The dynamic height is computed by dividing the NAVD 88
 DD4541.geopotential number by the normal gravity value computed on the
 DD4541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4541.degrees latitude (g = 980.6199 gals.).
 DD4541
 DD4541.The modeled gravity was interpolated from observed gravity values.
 DD4541
 DD4541;                    North         East     Units Scale Factor Converg.
 DD4541;SPC SC       -   224,893.193   830,681.175   MT  0.99979798   +1 19 28.5
 DD4541;SPC SC       -   737,838.56  2,725,331.94   iFT  0.99979798   +1 19 28.5
 DD4541;SPC NC       -     9,861.578   645,633.896   MT  1.00017381   +0 13 28.7
 DD4541;SPC NC       -    32,354.19  2,118,217.21   sFT  1.00017381   +0 13 28.7
 DD4541;UTM  17      - 3,746,789.885   721,081.619   MT  1.00020258   +1 19 51.5
 DD4541
 DD4541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4541!SPC SC       -   1.00000517  x   0.99979798  =   0.99980315
 DD4541!SPC NC       -   1.00000517  x   1.00017381  =   1.00017898
 DD4541!UTM  17      -   1.00000517  x   1.00020258  =   1.00020775
 DD4541
 DD4541|---------------------------------------------------------------------|
 DD4541| PID    Reference Object                     Distance      Geod. Az  |
 DD4541|                                                           dddmmss.s |
 DD4541| DD3577 5880                                322.662 METERS 25001     |
 DD4541|---------------------------------------------------------------------|
 DD4541
 DD4541                          SUPERSEDED SURVEY CONTROL
 DD4541
 DD4541  NAD 83(1995)-  33 50 17.71554(N)    078 36 38.78870(W) AD(       ) 2
 DD4541  ELLIP H (12/20/99)  -32.94   (m)                       GP(       ) 4 1
 DD4541  NAD 83(1986)-  33 50 17.72449(N)    078 36 38.79609(W) AD(       ) 2
 DD4541  NGVD 29 (05/09/91)    2.558  (m)            8.39   (f) ADJUSTED    3 0
 DD4541
 DD4541.Superseded values are not recommended for survey control.
 DD4541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4541.See file dsdata.txt to determine how the superseded data were derived.
 DD4541
 DD4541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2108246790(NAD 83)
 DD4541_MARKER: DD = SURVEY DISK
 DD4541_SETTING: 0 = UNSPECIFIED SETTING
 DD4541_STAMPING: 5885 88
 DD4541_MARK LOGO: SCCC  
 DD4541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4541+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD4541
 DD4541  HISTORY     - Date     Condition        Report By
 DD4541  HISTORY     - UNK      MONUMENTED       SCCC
 DD4541  HISTORY     - 19900910 GOOD             NGS
 DD4541  HISTORY     - 19990909 GOOD             USPSQD
 DD4541  HISTORY     - 20040708 GOOD             USPSQD
 DD4541  HISTORY     - 20051031 GOOD             USPSQD
 DD4541
 DD4541                          STATION DESCRIPTION
 DD4541
 DD4541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND THE
 DD4541'CHERRY GROVE EXIT (SC HIGHWAY 9), JUST NORTHWEST OF NORTH MYRTLE
 DD4541'BEACH, GO SOUTHEAST ON SC HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) FOR 2.4 KM
 DD4541'(1.5 MI) TO THE JUNCTION OF OCEAN BLVD.  TURN LEFT AND GO NORTHEAST
 DD4541'ON OCEAN BLVD FOR 3.29 KM (2.04 MI) TO THE STATION ON THE LEFT.
 DD4541'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4541'SC 29202, PHONE 803-737-1314.
 DD4541'THE STATION IS A SCCC BRASS DISK SET ON TOP OF A 2-FT LONG 2-IN PVC
 DD4541'PIPE INSIDE A 6-IN PVC PIPE SURROUNDED BY CONCRETE FLUSH WITH THE
 DD4541'GROUND,   8.2 M (26.9 FT) NORTH OF THE CENTERLINE OF OCEAN BLVD.,
 DD4541'7.1 M (23.3 FT) WEST OF THE CENTERLINE OF 57TH AVE NORTH, 0.55
 DD4541'M (1.80 FT) WEST OF A STOP SIGN AND 0.30 M (0.98 FT) NORTH OF A
 DD4541'FIBERGLASS WITNESS POST.
 DD4541
 DD4541                          STATION RECOVERY (1999)
 DD4541
 DD4541'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4541'RECOVERED IN GOOD CONDITION.
 DD4541
 DD4541                          STATION RECOVERY (2004)
 DD4541
 DD4541'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4541'RECOVERED IN GOOD CONDITION.
 DD4541
 DD4541                          STATION RECOVERY (2005)
 DD4541
 DD4541'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3578 ***********************************************************************
 DD3578  DESIGNATION -  5890
 DD3578  PID         -  DD3578
 DD3578  STATE/COUNTY-  SC/HORRY
 DD3578  USGS QUAD   -  LITTLE RIVER (1990)
 DD3578
 DD3578                         *CURRENT SURVEY CONTROL
 DD3578  ___________________________________________________________________
 DD3578* NAD 83(2001)-  33 50 19.61052(N)    078 36 30.70981(W)     ADJUSTED  
 DD3578* NAVD 88     -         2.288  (meters)       7.51   (feet)  ADJUSTED  
 DD3578  ___________________________________________________________________
 DD3578  X           -   1,047,444.376 (meters)                     COMP
 DD3578  Y           -  -5,198,739.885 (meters)                     COMP
 DD3578  Z           -   3,531,588.868 (meters)                     COMP
 DD3578  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DD3578  ELLIP HEIGHT-         -32.87  (meters)          (03/27/03) GPS OBS
 DD3578  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DD3578  DYNAMIC HT  -           2.285 (meters)       7.50  (feet)  COMP
 DD3578  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 DD3578
 DD3578  HORZ ORDER  -  SECOND
 DD3578  VERT ORDER  -  THIRD
 DD3578  ELLP ORDER  -  FOURTH    CLASS II
 DD3578
 DD3578.The horizontal coordinates were established by GPS observations
 DD3578.and adjusted by the National Geodetic Survey in March 2003..
 DD3578
 DD3578.The orthometric height was determined by differential leveling
 DD3578.and adjusted by the National Geodetic Survey in April 1995..
 DD3578
 DD3578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3578
 DD3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3578
 DD3578.The ellipsoidal height was determined by GPS observations
 DD3578.and is referenced to NAD 83.
 DD3578
 DD3578.The geoid height was determined by GEOID03.
 DD3578
 DD3578.The dynamic height is computed by dividing the NAVD 88
 DD3578.geopotential number by the normal gravity value computed on the
 DD3578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3578.degrees latitude (g = 980.6199 gals.).
 DD3578
 DD3578.The modeled gravity was interpolated from observed gravity values.
 DD3578
 DD3578;                    North         East     Units Scale Factor Converg.
 DD3578;SPC SC       -   224,956.358   830,887.449   MT  0.99979801   +1 19 33.0
 DD3578;SPC SC       -   738,045.79  2,726,008.69   iFT  0.99979801   +1 19 33.0
 DD3578;SPC NC       -     9,920.793   645,841.422   MT  1.00017359   +0 13 33.4
 DD3578;SPC NC       -    32,548.47  2,118,898.07   sFT  1.00017359   +0 13 33.4
 DD3578;UTM  17      - 3,746,853.098   721,287.969   MT  1.00020371   +1 19 56.1
 DD3578
 DD3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3578!SPC SC       -   1.00000516  x   0.99979801  =   0.99980317
 DD3578!SPC NC       -   1.00000516  x   1.00017359  =   1.00017875
 DD3578!UTM  17      -   1.00000516  x   1.00020371  =   1.00020887
 DD3578
 DD3578|---------------------------------------------------------------------|
 DD3578| PID    Reference Object                     Distance      Geod. Az  |
 DD3578|                                                           dddmmss.s |
 DD3578| DD4540 5895                                375.072 METERS 07134     |
 DD3578| DD4541 5885                                215.772 METERS 25418     |
 DD3578|---------------------------------------------------------------------|
 DD3578
 DD3578                          SUPERSEDED SURVEY CONTROL
 DD3578
 DD3578  NAD 83(1995)-  33 50 19.61061(N)    078 36 30.70959(W) AD(       ) 2
 DD3578  ELLIP H (12/20/99)  -32.88   (m)                       GP(       ) 4 1
 DD3578  NAD 83(1986)-  33 50 19.61965(N)    078 36 30.71700(W) AD(       ) 2
 DD3578  NAD 83(1986)-  33 50 19.62094(N)    078 36 30.71962(W) AD(       ) 3
 DD3578  NGVD 29 (05/09/91)    2.608  (m)            8.56   (f) ADJUSTED    3 0
 DD3578
 DD3578.Superseded values are not recommended for survey control.
 DD3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3578.See file dsdata.txt to determine how the superseded data were derived.
 DD3578
 DD3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2128846853(NAD 83)
 DD3578_MARKER: DD = SURVEY DISK
 DD3578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD3578_SP_SET: CONCRETE POST
 DD3578_STAMPING: 5890 1987
 DD3578_MARK LOGO: SCCC  
 DD3578_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD3578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD3578+STABILITY: SURFACE MOTION
 DD3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3578+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD3578
 DD3578  HISTORY     - Date     Condition        Report By
 DD3578  HISTORY     - 1987     MONUMENTED       SCCC
 DD3578  HISTORY     - 19900910 GOOD             NGS
 DD3578  HISTORY     - 19920717 GOOD             NGS
 DD3578  HISTORY     - 19990909 GOOD             USPSQD
 DD3578  HISTORY     - 20040708 GOOD             USPSQD
 DD3578  HISTORY     - 20051031 GOOD             USPSQD
 DD3578
 DD3578                          STATION DESCRIPTION
 DD3578
 DD3578'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3578'THE STATION IS LOCATED IN CHERRY GROVE AT THE INTERSECTION OF OCEAN
 DD3578'BOULEVARD (HIGHWAY 65) AND 59TH AVENUE NORTH.
 DD3578'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3578'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3578'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND, (6.3 FT)
 DD3578'NORTHWEST FROM SCPSA POWER POLE NUMBER 40910, (46.0 FT) SOUTH
 DD3578'SOUTHEAST FROM THE FIRE HYDRANT.
 DD3578
 DD3578                          STATION RECOVERY (1990)
 DD3578
 DD3578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND CHERRY
 DD3578'GROVE EXIT, JUST NORTHWEST OF NORTH MYRTLE BEACH, GO SOUTHEAST ON SEA
 DD3578'MOUNTAIN HIGHWAY FOR 2.25 KM (1.40 MI) TO THE JUNCTION ON STATE
 DD3578'HIGHWAY 65 (OCEAN BOULEVARD), TURN LEFT AND GO NORTHEAST ON OCEAN
 DD3578'BOULEVARD FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF 59TH AVENUE NORTH ON
 DD3578'THE LEFT AND THE STATION ON THE RIGHT.
 DD3578'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3578'SC 29202, PHONE 803-737-1314.
 DD3578'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET ON TOP OF A
 DD3578'2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE SURROUNDED BY
 DD3578'CONCRETE AND FLUSH WITH THE GROUND,  18.95 M (62.17 FT) EAST
 DD3578'FROM THE CENTER OF SEWER MANHOLE COVER, 5.2 M (17.1 FT)
 DD3578'SOUTH-SOUTHEAST FROM CENTER OF OCEAN BOULEVARD, 1.85 M (6.07 FT)
 DD3578'NORTHWEST FROM POWER POLE 40910 WITH LIGHT ATTACHED AND 0.65 M
 DD3578'(2.13 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DD3578
 DD3578                          STATION RECOVERY (1992)
 DD3578
 DD3578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD3578'IN NORTH MYRTLE BEACH, AT THE INTERSECTION OF OCEAN BOULEVARD NORTH
 DD3578'AND 59TH AVENUE NORTH, 8.7 M (28.5 FT) WEST-SOUTHWEST OF THE EXTENDED
 DD3578'CENTER OF THE AVENUE, 5.2 M (17.1 FT) SOUTH-SOUTHEAST OF THE
 DD3578'CENTERLINE OF THE BOULEVARD, 2.7 M (8.9 FT) EAST-NORTHEAST OF THE
 DD3578'CENTER OF THE MOST EASTERLY DRIVEWAY LEADING TO THE CAROLINA DUNES
 DD3578'CONDOMINIUM AT 5806 OCEAN BOULEVARD NORTH, 1.9 M (6.2 FT) NORTHWEST
 DD3578'OF UTILITY LIGHT POLE NUMBER 40910, 0.7 M (2.3 FT) NORTH-NORTHWEST OF
 DD3578'A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE
 DD3578'GROUND SURFACE.  NOTE--ACCESS TO THE DISK IS THROUGH A 6-INCH PVC
 DD3578'CAP.
 DD3578
 DD3578                          STATION RECOVERY (1999)
 DD3578
 DD3578'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3578'RECOVERED IN GOOD CONDITION.
 DD3578
 DD3578                          STATION RECOVERY (2004)
 DD3578
 DD3578'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3578'RECOVERED IN GOOD CONDITION.
 DD3578
 DD3578                          STATION RECOVERY (2005)
 DD3578
 DD3578'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD3578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4540 ***********************************************************************
 DD4540  DESIGNATION -  5895
 DD4540  PID         -  DD4540
 DD4540  STATE/COUNTY-  SC/HORRY
 DD4540  USGS QUAD   -  LITTLE RIVER (1990)
 DD4540
 DD4540                         *CURRENT SURVEY CONTROL
 DD4540  ___________________________________________________________________
 DD4540* NAD 83(2001)-  33 50 23.45982(N)    078 36 16.87015(W)     ADJUSTED  
 DD4540* NAVD 88     -         3.023  (meters)       9.92   (feet)  ADJUSTED  
 DD4540  ___________________________________________________________________
 DD4540  X           -   1,047,780.262 (meters)                     COMP
 DD4540  Y           -  -5,198,605.446 (meters)                     COMP
 DD4540  Z           -   3,531,687.784 (meters)                     COMP
 DD4540  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DD4540  ELLIP HEIGHT-         -32.14  (meters)          (03/27/03) GPS OBS
 DD4540  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 DD4540  DYNAMIC HT  -           3.020 (meters)       9.91  (feet)  COMP
 DD4540  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 DD4540
 DD4540  HORZ ORDER  -  SECOND
 DD4540  VERT ORDER  -  THIRD
 DD4540  ELLP ORDER  -  FOURTH    CLASS II
 DD4540
 DD4540.The horizontal coordinates were established by GPS observations
 DD4540.and adjusted by the National Geodetic Survey in March 2003..
 DD4540
 DD4540.The orthometric height was determined by differential leveling
 DD4540.and adjusted by the National Geodetic Survey in April 1995..
 DD4540
 DD4540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4540
 DD4540.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4540
 DD4540.The ellipsoidal height was determined by GPS observations
 DD4540.and is referenced to NAD 83.
 DD4540
 DD4540.The geoid height was determined by GEOID03.
 DD4540
 DD4540.The dynamic height is computed by dividing the NAVD 88
 DD4540.geopotential number by the normal gravity value computed on the
 DD4540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4540.degrees latitude (g = 980.6199 gals.).
 DD4540
 DD4540.The modeled gravity was interpolated from observed gravity values.
 DD4540
 DD4540;                    North         East     Units Scale Factor Converg.
 DD4540;SPC SC       -   225,083.141   831,240.363   MT  0.99979807   +1 19 40.7
 DD4540;SPC SC       -   738,461.75  2,727,166.55   iFT  0.99979807   +1 19 40.7
 DD4540;SPC NC       -    10,040.824   646,196.838   MT  1.00017313   +0 13 41.4
 DD4540;SPC NC       -    32,942.27  2,120,064.13   sFT  1.00017313   +0 13 41.4
 DD4540;UTM  17      - 3,746,979.972   721,641.012   MT  1.00020563   +1 20 03.9
 DD4540
 DD4540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4540!SPC SC       -   1.00000505  x   0.99979807  =   0.99980311
 DD4540!SPC NC       -   1.00000505  x   1.00017313  =   1.00017818
 DD4540!UTM  17      -   1.00000505  x   1.00020563  =   1.00021068
 DD4540
 DD4540|---------------------------------------------------------------------|
 DD4540| PID    Reference Object                     Distance      Geod. Az  |
 DD4540|                                                           dddmmss.s |
 DD4540| DD3578 5890                                375.072 METERS 25134     |
 DD4540|---------------------------------------------------------------------|
 DD4540
 DD4540                          SUPERSEDED SURVEY CONTROL
 DD4540
 DD4540  NAD 83(1995)-  33 50 23.45991(N)    078 36 16.86992(W) AD(       ) 2
 DD4540  ELLIP H (12/20/99)  -32.16   (m)                       GP(       ) 4 1
 DD4540  NAD 83(1986)-  33 50 23.46899(N)    078 36 16.87728(W) AD(       ) 2
 DD4540  NGVD 29 (05/09/91)    3.343  (m)           10.97   (f) ADJUSTED    3 0
 DD4540
 DD4540.Superseded values are not recommended for survey control.
 DD4540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4540.See file dsdata.txt to determine how the superseded data were derived.
 DD4540
 DD4540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2164146980(NAD 83)
 DD4540_MARKER: DD = SURVEY DISK
 DD4540_SETTING: 0 = UNSPECIFIED SETTING
 DD4540_STAMPING: 5895 88
 DD4540_MARK LOGO: SCCC  
 DD4540_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD4540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4540+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD4540
 DD4540  HISTORY     - Date     Condition        Report By
 DD4540  HISTORY     - UNK      MONUMENTED       SCCC
 DD4540  HISTORY     - 19900910 GOOD             NGS
 DD4540  HISTORY     - 19990909 GOOD             USPSQD
 DD4540  HISTORY     - 20040708 GOOD             USPSQD
 DD4540  HISTORY     - 20051031 GOOD             USPSQD
 DD4540
 DD4540                          STATION DESCRIPTION
 DD4540
 DD4540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND CHERRY
 DD4540'GROVE EXIT, JUST NORTHWEST OF NORTH MYRTLE BEACH, GO SOUTHEAST ON SEA
 DD4540'MOUNTAIN HIGHWAY FOR 2.25 KM (1.40 MI) TO THE JUNCTION ON STATE
 DD4540'HIGHWAY 65 (OCEAN BOULEVARD), TURN LEFT AND GO NORTHEAST ON OCEAN
 DD4540'BOULEVARD FOR 3.8 KM (2.4 MI) TO THE STATION ON THE RIGHT, ALSO 8.0
 DD4540'KM (5.0 MI) SOUTHEAST OF LITTLE RIVER, A SOUTH CAROLINA COUNCIL DISK
 DD4540'ON TOP OF A 2-FOOT LONG 2-INCH PVC PIPE INSIDE A 6-INCH PVC PIPE
 DD4540'SURROUNDED BY CONCRETE AND FLUSH WITH GROUND, 10.2 METERS (33.5 FT)
 DD4540'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A TAN AND WHITE TWO STORY
 DD4540'HOUSE WITH NUMBER 6204, 8.8 M (28.9 FT) NORTH-NORTHWEST OF THE
 DD4540'NORTHWEST CORNER OF A GRAY HOUSE ON WOODEN STILTS WITH NUMBER 6206,
 DD4540'6.95 M (22.80 FT) SOUTH-SOUTHEAST FROM CENTER OF OCEAN BOULEVARD AND
 DD4540'3.6 M (11.8 FT) EAST-NORTHEAST FROM CONCRETE WATER METER COVER.
 DD4540'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4540'SC 29202, PHONE 803-737-1314.
 DD4540
 DD4540                          STATION RECOVERY (1999)
 DD4540
 DD4540'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4540'RECOVERED IN GOOD CONDITION.
 DD4540
 DD4540                          STATION RECOVERY (2004)
 DD4540
 DD4540'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4540'RECOVERED IN GOOD CONDITION.
 DD4540
 DD4540                          STATION RECOVERY (2005)
 DD4540
 DD4540'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD4540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0540 ***********************************************************************
 DD0540  DESIGNATION -  58=PTS 19
 DD0540  PID         -  DD0540
 DD0540  STATE/COUNTY-  SC/BERKELEY
 DD0540  USGS QUAD   -  BONNEAU (1990)
 DD0540
 DD0540                         *CURRENT SURVEY CONTROL
 DD0540  ___________________________________________________________________
 DD0540* NAD 83(1986)-  33 18 29.     (N)    079 57 29.     (W)     SCALED    
 DD0540* NAVD 88     -        17.509  (meters)      57.44   (feet)  ADJUSTED  
 DD0540  ___________________________________________________________________
 DD0540  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DD0540  DYNAMIC HT  -          17.490 (meters)      57.38  (feet)  COMP
 DD0540  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 DD0540
 DD0540  VERT ORDER  -  FIRST     CLASS II
 DD0540
 DD0540.The horizontal coordinates were scaled from a topographic map and have
 DD0540.an estimated accuracy of +/- 6 seconds.
 DD0540
 DD0540.The orthometric height was determined by differential leveling
 DD0540.and adjusted by the National Geodetic Survey in June 1991..
 DD0540
 DD0540.The geoid height was determined by GEOID03.
 DD0540
 DD0540.The dynamic height is computed by dividing the NAVD 88
 DD0540.geopotential number by the normal gravity value computed on the
 DD0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0540.degrees latitude (g = 980.6199 gals.).
 DD0540
 DD0540.The modeled gravity was interpolated from observed gravity values.
 DD0540
 DD0540;                    North         East    Units  Estimated Accuracy
 DD0540;SPC SC       -   164,030.      706,610.      MT  (+/- 180 meters Scaled)
 DD0540
 DD0540                          SUPERSEDED SURVEY CONTROL
 DD0540
 DD0540  NGVD 29 (03/21/89)   17.818  (m)           58.46   (f) ADJUSTED    1 2
 DD0540
 DD0540.Superseded values are not recommended for survey control.
 DD0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0540.See file dsdata.txt to determine how the superseded data were derived.
 DD0540
 DD0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS969859(NAD 83)
 DD0540_MARKER: P = PIPE CAP
 DD0540_SETTING: 0 = UNSPECIFIED SETTING
 DD0540_STAMPING: 58 1917 PRIM TRAV STA NO 19 MAC
 DD0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0540
 DD0540  HISTORY     - Date     Condition        Report By
 DD0540  HISTORY     - 1917     MONUMENTED       USGS
 DD0540  HISTORY     - 1961     GOOD             NGS
 DD0540  HISTORY     - 1979     GOOD             NGS
 DD0540
 DD0540                          STATION DESCRIPTION
 DD0540
 DD0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DD0540'AT BONNEAU.
 DD0540'AT BONNEAU, ALONG THE ATLANTIC COAST LINE RAILROAD, 132 FEET
 DD0540'SOUTHWEST AND ACROSS TRACKS FROM THE SOUTHWEST CORNER OF THE
 DD0540'STATION, 72 FEET NORTHWEST OF THE NORTHWEST RAIL OF 3 TRACKS,
 DD0540'19 FEET NORTHWEST OF THE CENTER LINE OF A DIRT STREET, 165 FEET
 DD0540'NORTH OF THE CENTERLINE OF A DIRT ROAD CROSSING THE NORTHWEST
 DD0540'TRACK, 5 1/2 FEET SOUTH OF A 30-INCH PINE TREE, 3 FEET BELOW THE
 DD0540'LEVEL OF THE TRACK AND PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 DD0540'GROUND.
 DD0540
 DD0540                          STATION RECOVERY (1979)
 DD0540
 DD0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0466 ***********************************************************************
 DD0466  DESIGNATION -  59
 DD0466  PID         -  DD0466
 DD0466  STATE/COUNTY-  SC/BERKELEY
 DD0466  USGS QUAD   -  BETHERA (1948)
 DD0466
 DD0466                         *CURRENT SURVEY CONTROL
 DD0466  ___________________________________________________________________
 DD0466* NAD 83(1986)-  33 10 20.     (N)    079 49 42.     (W)     SCALED    
 DD0466* NAVD 88     -        17.660  (meters)      57.94   (feet)  POSTED    
 DD0466  ___________________________________________________________________
 DD0466  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DD0466  DYNAMIC HT  -          17.640 (meters)      57.87  (feet)  COMP
 DD0466  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DD0466
 DD0466  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DD0466
 DD0466.The horizontal coordinates were scaled from a topographic map and have
 DD0466.an estimated accuracy of +/- 6 seconds.
 DD0466
 DD0466.The orthometric height was determined by differential leveling
 DD0466.and adjusted by the National Geodetic Survey in 1992..
 DD0466.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DD0466.rate of 0.0 thru 1.0 mm/km.
 DD0466
 DD0466.The geoid height was determined by GEOID03.
 DD0466
 DD0466.The dynamic height is computed by dividing the NAVD 88
 DD0466.geopotential number by the normal gravity value computed on the
 DD0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0466.degrees latitude (g = 980.6199 gals.).
 DD0466
 DD0466.The modeled gravity was interpolated from observed gravity values.
 DD0466
 DD0466;                    North         East    Units  Estimated Accuracy
 DD0466;SPC SC       -   149,100.      718,860.      MT  (+/- 180 meters Scaled)
 DD0466
 DD0466                          SUPERSEDED SURVEY CONTROL
 DD0466
 DD0466  NGVD 29 (03/21/89)   17.960  (m)           58.92   (f) ADJUSTED    2 0
 DD0466
 DD0466.Superseded values are not recommended for survey control.
 DD0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0466.See file dsdata.txt to determine how the superseded data were derived.
 DD0466
 DD0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS092709(NAD 83)
 DD0466_MARKER: P = PIPE CAP
 DD0466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0466
 DD0466  HISTORY     - Date     Condition        Report By
 DD0466  HISTORY     - 1917     MONUMENTED       USGS
 DD0466  HISTORY     - 1943     GOOD             NGS
 DD0466  HISTORY     - 1984     MARK NOT FOUND   SCGS
 DD0466
 DD0466                          STATION DESCRIPTION
 DD0466
 DD0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DD0466'0.5 MI NE FROM WITHERBEE.
 DD0466'ABOUT 0.5 MILE NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 DD0466'THE STATION AT WITHERBEE, BERKELEY COUNTY, ABOUT 12 RAILS
 DD0466'SOUTHWEST OF THE HERBERTA SIGN, ABOUT 6 RAILS NORTHEAST OF MILEPOST
 DD0466'390, 42 FEET NORTHWEST OF THE NORTHWEST RAIL, 22.4 FEET NORTHWEST
 DD0466'OF A POLE, AND 2.2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 DD0466'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 59 1917 AND
 DD0466'RIVETED ON THE TOP OF AN IRON PIPE PROJECTING ABOUT 0.5 FOOT
 DD0466'ABOVE GROUND.
 DD0466
 DD0466                          STATION RECOVERY (1984)
 DD0466
 DD0466'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD0466'NOT RECOVERED, RAILROAD MILE POST IS STILL THERE, AREA WHERE
 DD0466'MEASUREMENTS LEAD HAVE BEEN EXCAVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1070 ***********************************************************************
 DD1070  DESIGNATION -  59 33 MEA
 DD1070  PID         -  DD1070
 DD1070  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1070  USGS QUAD   -  BLAKELY (1990)
 DD1070
 DD1070                         *CURRENT SURVEY CONTROL
 DD1070  ___________________________________________________________________
 DD1070* NAD 83(1986)-  33 29 43.     (N)    079 45 17.     (W)     SCALED    
 DD1070* NAVD 88     -        17.728  (meters)      58.16   (feet)  ADJUSTED  
 DD1070  ___________________________________________________________________
 DD1070  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1070  DYNAMIC HT  -          17.710 (meters)      58.10  (feet)  COMP
 DD1070  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 DD1070
 DD1070  VERT ORDER  -  FIRST     CLASS II
 DD1070
 DD1070.The horizontal coordinates were scaled from a topographic map and have
 DD1070.an estimated accuracy of +/- 6 seconds.
 DD1070
 DD1070.The orthometric height was determined by differential leveling
 DD1070.and adjusted by the National Geodetic Survey in June 1991..
 DD1070
 DD1070.The geoid height was determined by GEOID03.
 DD1070
 DD1070.The dynamic height is computed by dividing the NAVD 88
 DD1070.geopotential number by the normal gravity value computed on the
 DD1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1070.degrees latitude (g = 980.6199 gals.).
 DD1070
 DD1070.The modeled gravity was interpolated from observed gravity values.
 DD1070
 DD1070;                    North         East    Units  Estimated Accuracy
 DD1070;SPC SC       -   185,000.      725,300.      MT  (+/- 180 meters Scaled)
 DD1070
 DD1070                          SUPERSEDED SURVEY CONTROL
 DD1070
 DD1070  NGVD 29 (03/21/89)   18.027  (m)           59.14   (f) ADJUSTED    1 2
 DD1070
 DD1070.Superseded values are not recommended for survey control.
 DD1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1070.See file dsdata.txt to determine how the superseded data were derived.
 DD1070
 DD1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT156068(NAD 83)
 DD1070_MARKER: DB = BENCH MARK DISK
 DD1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1070_SP_SET: CONCRETE POST
 DD1070_STAMPING: 59 33 MEA 1981
 DD1070_MARK LOGO: USGS  
 DD1070_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1070+STABILITY: SURFACE MOTION
 DD1070
 DD1070  HISTORY     - Date     Condition        Report By
 DD1070  HISTORY     - 1981     MONUMENTED       USGS
 DD1070  HISTORY     - 1982     POOR             SCGS
 DD1070
 DD1070                          STATION DESCRIPTION
 DD1070
 DD1070'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1070'11.8 KM (7.35 MI) SE FROM LANE.
 DD1070'11.8 KILOMETERS (7.35 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1070'FROM THE POST OFFICE IN LANE, SET IN THE SOUTHEAST ANGLE OF THE
 DD1070'JUNCTION OF COUNTY ROADS S-45-16 AND S-45-221, 0.8 METERS (2.9 FEET)
 DD1070'EAST-SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 13.0 METERS
 DD1070'(42.8 FEET) NORTH-NORTHWEST OF A 70 INCH LIVE OAK TREE, 9.3 METERS
 DD1070'(30.4 FEET) EAST-SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD
 DD1070'S-45-221, 19.4 METERS (63.7 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DD1070'CENTER OF COUNTY ROAD S-45-16.
 DD1070'THE MARK IS 0.40 METERS  SSE FROM A WITNESS POST.
 DD1070'THE MARK IS 1.00 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3579 ***********************************************************************
 DD3579  DESIGNATION -  5900
 DD3579  PID         -  DD3579
 DD3579  STATE/COUNTY-  SC/HORRY
 DD3579  USGS QUAD   -  LITTLE RIVER (1990)
 DD3579
 DD3579                         *CURRENT SURVEY CONTROL
 DD3579  ___________________________________________________________________
 DD3579* NAD 83(2001)-  33 50 29.89808(N)    078 35 46.31347(W)     ADJUSTED  
 DD3579* NAVD 88     -         4.01   (+/-2cm)      13.2    (feet)  VERTCON   
 DD3579  ___________________________________________________________________
 DD3579  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DD3579  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 DD3579
 DD3579  HORZ ORDER  -  SECOND
 DD3579  VERT ORDER  -  THIRD ? (See Below)
 DD3579
 DD3579.The horizontal coordinates were established by classical geodetic methods
 DD3579.and adjusted by the National Geodetic Survey in March 2004..
 DD3579
 DD3579.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3579.The vertical order pertains to the NGVD 29 superseded value.
 DD3579
 DD3579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3579
 DD3579.The geoid height was determined by GEOID03.
 DD3579
 DD3579;                    North         East     Units Scale Factor Converg.
 DD3579;SPC SC       -   225,299.652   832,021.007   MT  0.99979816   +1 19 57.6
 DD3579;SPC SC       -   739,172.09  2,729,727.71   iFT  0.99979816   +1 19 57.6
 DD3579;SPC NC       -    10,242.388   646,981.788   MT  1.00017237   +0 13 59.0
 DD3579;SPC NC       -    33,603.57  2,122,639.42   sFT  1.00017237   +0 13 59.0
 DD3579;UTM  17      - 3,747,196.661   722,421.951   MT  1.00020991   +1 20 21.2
 DD3579
 DD3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3579!SPC SC       -   1.00000490  x   0.99979816  =   0.99980306
 DD3579!SPC NC       -   1.00000490  x   1.00017237  =   1.00017727
 DD3579!UTM  17      -   1.00000490  x   1.00020991  =   1.00021481
 DD3579
 DD3579                          SUPERSEDED SURVEY CONTROL
 DD3579
 DD3579  NAD 83(1986)-  33 50 29.90731(N)    078 35 46.32066(W) AD(       ) 2
 DD3579  NAD 83(1986)-  33 50 29.90815(N)    078 35 46.32327(W) AD(       ) 3
 DD3579  NGVD 29 (11/30/89)    4.33   (m)           14.2    (f) LEVELING    3  
 DD3579
 DD3579.Superseded values are not recommended for survey control.
 DD3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3579.See file dsdata.txt to determine how the superseded data were derived.
 DD3579
 DD3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2242247197(NAD 83)
 DD3579_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3579_SETTING: 0 = UNSPECIFIED SETTING
 DD3579_STAMPING: 5900 1987
 DD3579_MARK LOGO: SCCC  
 DD3579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3579+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3579
 DD3579  HISTORY     - Date     Condition        Report By
 DD3579  HISTORY     - 1987     MONUMENTED       SCCC
 DD3579  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD3579  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3579
 DD3579                          STATION DESCRIPTION
 DD3579
 DD3579'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3579'THE STATION IS LOCATED ON WAITERS ISLAND.  TO REACH THE STATION FROM
 DD3579'THE MAINLAND TILGHMAN PROPERTY, CONTINUE ALONG THE DIRT ROAD ACROSS
 DD3579'THE CAUSEWAY TO THE BEACH, CONTINUE SOUTHWEST ALONG THE BEACH FOR
 DD3579'(0.60 MI) TO THE STATION ON THE RIGHT, LOCATED ON TOP OF THE HIGH
 DD3579'DUNE.
 DD3579'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3579'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3579'PROJECTING (0.1 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3579
 DD3579                          STATION RECOVERY (1999)
 DD3579
 DD3579'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3579'MARK NOT FOUND.
 DD3579
 DD3579                          STATION RECOVERY (2004)
 DD3579
 DD3579'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4636 ***********************************************************************
 DD4636  DESIGNATION -  5900 B
 DD4636  PID         -  DD4636
 DD4636  STATE/COUNTY-  SC/HORRY
 DD4636  USGS QUAD   -  LITTLE RIVER (1990)
 DD4636
 DD4636                         *CURRENT SURVEY CONTROL
 DD4636  ___________________________________________________________________
 DD4636* NAD 83(2001)-  33 50 31.01128(N)    078 35 50.33267(W)     ADJUSTED  
 DD4636* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 DD4636  ___________________________________________________________________
 DD4636  X           -   1,048,423.184 (meters)                     COMP
 DD4636  Y           -  -5,198,342.137 (meters)                     COMP
 DD4636  Z           -   3,531,880.042 (meters)                     COMP
 DD4636  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 DD4636  ELLIP HEIGHT-         -33.92  (meters)          (03/27/03) GPS OBS
 DD4636  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DD4636
 DD4636  HORZ ORDER  -  SECOND
 DD4636  ELLP ORDER  -  FOURTH    CLASS II
 DD4636
 DD4636.The horizontal coordinates were established by GPS observations
 DD4636.and adjusted by the National Geodetic Survey in March 2003..
 DD4636
 DD4636.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD4636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD4636
 DD4636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4636
 DD4636.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4636
 DD4636.The ellipsoidal height was determined by GPS observations
 DD4636.and is referenced to NAD 83.
 DD4636
 DD4636.The geoid height was determined by GEOID03.
 DD4636
 DD4636;                    North         East     Units Scale Factor Converg.
 DD4636;SPC SC       -   225,331.532   831,916.925   MT  0.99979818   +1 19 55.4
 DD4636;SPC SC       -   739,276.68  2,729,386.24   iFT  0.99979818   +1 19 55.4
 DD4636;SPC NC       -    10,276.273   646,878.298   MT  1.00017224   +0 13 56.7
 DD4636;SPC NC       -    33,714.74  2,122,299.88   sFT  1.00017224   +0 13 56.7
 DD4636;UTM  17      - 3,747,228.543   722,317.823   MT  1.00020934   +1 20 19.0
 DD4636
 DD4636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4636!SPC SC       -   1.00000533  x   0.99979818  =   0.99980350
 DD4636!SPC NC       -   1.00000533  x   1.00017224  =   1.00017757
 DD4636!UTM  17      -   1.00000533  x   1.00020934  =   1.00021467
 DD4636
 DD4636                          SUPERSEDED SURVEY CONTROL
 DD4636
 DD4636  NAD 83(1995)-  33 50 31.01136(N)    078 35 50.33244(W) AD(       ) 2
 DD4636  ELLIP H (12/20/99)  -33.94   (m)                       GP(       ) 4 1
 DD4636  NAD 83(1986)-  33 50 31.02046(N)    078 35 50.33977(W) AD(       ) 2
 DD4636  NGVD 29 (04/08/91)    1.6    (m)            5.     (f) GPS OBS        
 DD4636
 DD4636.Superseded values are not recommended for survey control.
 DD4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4636.See file dsdata.txt to determine how the superseded data were derived.
 DD4636
 DD4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2231847229(NAD 83)
 DD4636_MARKER: DD = SURVEY DISK
 DD4636_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4636_SP_SET: ALUMINUM ALLOY ROD
 DD4636_STAMPING: 5900 B 1990
 DD4636_MARK LOGO: SCCC  
 DD4636_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD4636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4636+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DD4636
 DD4636  HISTORY     - Date     Condition        Report By
 DD4636  HISTORY     - 1990     MONUMENTED       NGS
 DD4636  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD4636  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD4636
 DD4636                          STATION DESCRIPTION
 DD4636
 DD4636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4636'THE STATION IS LOCATED ABOUT 8.7 KM (5.40 MI) NORTHEAST OF CHERRY
 DD4636'GROVE, 0.95 KM (0.60 MI) SOUTHWEST OF THE NORTH CAROLINA STATE LINE
 DD4636'AND ON WAITERS ISLAND ON STATE PROPERTY.
 DD4636'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4636'SC 29202, PHONE 803-737-1314.
 DD4636'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 90 AT
 DD4636'THE NORTH EDGE OF CHERRY GROVE BEACH, GO SOUTHEAST FOR 0.88 KM
 DD4636'(0.55 MI) ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) TO A FORK,
 DD4636'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 9 FOR 0.08 KM (0.05 MI) TO
 DD4636'JUNCTION OF S-22-236 (LITTLE RIVER NECK ROAD) ON THE LEFT.  TURN LEFT
 DD4636'AND GO NORTHEAST FOR 5.4 KM (3.35 MI) TO THE END OF PAVEMENT AT
 DD4636'TILGHMAN POINT, CONTINUE AHEAD, PASSING THRU A WHITE WOODEN GATE, ONTO
 DD4636'A SAND ROAD ON PRIVATE PROPERTY FOR 0.64 KM (0.40 MI) TO THE JUNCTION
 DD4636'OF A SAND ROAD.  TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.52 KM
 DD4636'(0.95 MI) TO THE ATLANTIC OCEAN, TURN RIGHT AND GO 1.04 KM (0.65 MI)
 DD4636'AROUND SOUTHWEST POINT OF WAITERS ISLAND AND THE STATION ON THE RIGHT
 DD4636'BETWEEN 2 CLUMPS OF BUSHES.
 DD4636'THE STATION IS LOCATED 19.4 M (63.6 FT) NORTHEAST FROM EDGE OF DUNE
 DD4636'AND HIGH WATER LINE, 13.6 M (44.6 FT) EAST FROM A CLUMP OF BUSHES, 8.6
 DD4636'M (28.2 FT) NORTH FROM A CLUMP OF BUSHES AND 0.20 M (0.7 FT) WEST FROM
 DD4636'A WITNESS POST.
 DD4636
 DD4636                          STATION RECOVERY (1999)
 DD4636
 DD4636'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4636'MARK NOT FOUND.
 DD4636
 DD4636                          STATION RECOVERY (2004)
 DD4636
 DD4636'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3580 ***********************************************************************
 DD3580  DESIGNATION -  5905
 DD3580  PID         -  DD3580
 DD3580  STATE/COUNTY-  SC/HORRY
 DD3580  USGS QUAD   -  LITTLE RIVER (1990)
 DD3580
 DD3580                         *CURRENT SURVEY CONTROL
 DD3580  ___________________________________________________________________
 DD3580* NAD 83(2001)-  33 50 37.48481(N)    078 35 24.68072(W)     ADJUSTED  
 DD3580* NAVD 88     -         5.88   (+/-2cm)      19.3    (feet)  VERTCON   
 DD3580  ___________________________________________________________________
 DD3580  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 DD3580  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 DD3580
 DD3580  HORZ ORDER  -  SECOND
 DD3580  VERT ORDER  -  THIRD ? (See Below)
 DD3580
 DD3580.The horizontal coordinates were established by classical geodetic methods
 DD3580.and adjusted by the National Geodetic Survey in March 2004..
 DD3580
 DD3580.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3580.The vertical order pertains to the NGVD 29 superseded value.
 DD3580
 DD3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3580
 DD3580.The geoid height was determined by GEOID03.
 DD3580
 DD3580;                    North         East     Units Scale Factor Converg.
 DD3580;SPC SC       -   225,546.244   832,571.472   MT  0.99979827   +1 20 09.6
 DD3580;SPC SC       -   739,981.12  2,731,533.70   iFT  0.99979827   +1 20 09.6
 DD3580;SPC NC       -    10,478.461   647,537.091   MT  1.00017148   +0 14 11.5
 DD3580;SPC NC       -    34,378.08  2,124,461.27   sFT  1.00017148   +0 14 11.5
 DD3580;UTM  17      - 3,747,443.419   722,972.616   MT  1.00021293   +1 20 33.5
 DD3580
 DD3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3580!SPC SC       -   1.00000461  x   0.99979827  =   0.99980288
 DD3580!SPC NC       -   1.00000461  x   1.00017148  =   1.00017609
 DD3580!UTM  17      -   1.00000461  x   1.00021293  =   1.00021754
 DD3580
 DD3580                          SUPERSEDED SURVEY CONTROL
 DD3580
 DD3580  NAD 83(1986)-  33 50 37.49404(N)    078 35 24.68789(W) AD(       ) 2
 DD3580  NAD 83(1986)-  33 50 37.49473(N)    078 35 24.69053(W) AD(       ) 3
 DD3580  NGVD 29 (11/30/89)    6.20   (m)           20.3    (f) LEVELING    3  
 DD3580
 DD3580.Superseded values are not recommended for survey control.
 DD3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3580.See file dsdata.txt to determine how the superseded data were derived.
 DD3580
 DD3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2297347443(NAD 83)
 DD3580_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3580_SETTING: 0 = UNSPECIFIED SETTING
 DD3580_STAMPING: 5905 1987
 DD3580_MARK LOGO: SCCC  
 DD3580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3580+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3580
 DD3580  HISTORY     - Date     Condition        Report By
 DD3580  HISTORY     - 1987     MONUMENTED       SCCC
 DD3580  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD3580  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3580
 DD3580                          STATION DESCRIPTION
 DD3580
 DD3580'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3580'THE STATION IS LOCATED ON WAITERS ISLAND.  TO REACH THE STATION FROM
 DD3580'THE MAINLAND TILGHMAN PROPERTY, CONTINUE ALONG THE DIRT ROAD ACROSS
 DD3580'THE CAUSEWAY TO THE BEACH, CONTINUE SOUTHWEST ALONG THE BEACH FOR
 DD3580'(0.20 MI) TO THE STATION ON THE RIGHT, LOCATED AT THE TOP OF THE HIGH
 DD3580'DUNE.
 DD3580'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3580'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3580'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3580
 DD3580                          STATION RECOVERY (1999)
 DD3580
 DD3580'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3580'MARK NOT FOUND.
 DD3580
 DD3580                          STATION RECOVERY (2004)
 DD3580
 DD3580'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4427 ***********************************************************************
 DD4427  DESIGNATION -  5905 B
 DD4427  PID         -  DD4427
 DD4427  STATE/COUNTY-  SC/HORRY
 DD4427  USGS QUAD   -  LITTLE RIVER (1990)
 DD4427
 DD4427                         *CURRENT SURVEY CONTROL
 DD4427  ___________________________________________________________________
 DD4427* NAD 83(2001)-  33 50 37.63879(N)    078 35 25.96895(W)     ADJUSTED  
 DD4427* NAVD 88     -         3.797  (meters)      12.46   (feet)  ADJUSTED  
 DD4427  ___________________________________________________________________
 DD4427  X           -   1,049,015.115 (meters)                     COMP
 DD4427  Y           -  -5,198,108.839 (meters)                     COMP
 DD4427  Z           -   3,532,051.047 (meters)                     COMP
 DD4427  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 DD4427  ELLIP HEIGHT-         -31.40  (meters)          (03/27/03) GPS OBS
 DD4427  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 DD4427  DYNAMIC HT  -           3.793 (meters)      12.44  (feet)  COMP
 DD4427  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DD4427
 DD4427  HORZ ORDER  -  SECOND
 DD4427  VERT ORDER  -  FIRST     CLASS II
 DD4427  ELLP ORDER  -  FOURTH    CLASS II
 DD4427
 DD4427.The horizontal coordinates were established by GPS observations
 DD4427.and adjusted by the National Geodetic Survey in March 2003..
 DD4427
 DD4427.The orthometric height was determined by differential leveling
 DD4427.and adjusted by the National Geodetic Survey in June 1991..
 DD4427
 DD4427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4427
 DD4427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4427
 DD4427.The ellipsoidal height was determined by GPS observations
 DD4427.and is referenced to NAD 83.
 DD4427
 DD4427.The geoid height was determined by GEOID03.
 DD4427
 DD4427.The dynamic height is computed by dividing the NAVD 88
 DD4427.geopotential number by the normal gravity value computed on the
 DD4427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4427.degrees latitude (g = 980.6199 gals.).
 DD4427
 DD4427.The modeled gravity was interpolated from observed gravity values.
 DD4427
 DD4427;                    North         East     Units Scale Factor Converg.
 DD4427;SPC SC       -   225,550.214   832,538.258   MT  0.99979827   +1 20 08.9
 DD4427;SPC SC       -   739,994.14  2,731,424.73   iFT  0.99979827   +1 20 08.9
 DD4427;SPC NC       -    10,483.069   647,503.947   MT  1.00017146   +0 14 10.8
 DD4427;SPC NC       -    34,393.20  2,124,352.53   sFT  1.00017146   +0 14 10.8
 DD4427;UTM  17      - 3,747,447.387   722,939.387   MT  1.00021275   +1 20 32.8
 DD4427
 DD4427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4427!SPC SC       -   1.00000493  x   0.99979827  =   0.99980320
 DD4427!SPC NC       -   1.00000493  x   1.00017146  =   1.00017639
 DD4427!UTM  17      -   1.00000493  x   1.00021275  =   1.00021768
 DD4427
 DD4427                          SUPERSEDED SURVEY CONTROL
 DD4427
 DD4427  NAD 83(1995)-  33 50 37.63888(N)    078 35 25.96872(W) AD(       ) 2
 DD4427  ELLIP H (12/20/99)  -31.42   (m)                       GP(       ) 4 1
 DD4427  NAD 83(1986)-  33 50 37.64796(N)    078 35 25.97605(W) AD(       ) 2
 DD4427  NGVD 29 (05/09/91)    4.117  (m)           13.51   (f) ADJUSTED    1 2
 DD4427
 DD4427.Superseded values are not recommended for survey control.
 DD4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4427.See file dsdata.txt to determine how the superseded data were derived.
 DD4427
 DD4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2293947447(NAD 83)
 DD4427_MARKER: DD = SURVEY DISK
 DD4427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4427_SP_SET: ALUMINUM ALLOY ROD
 DD4427_STAMPING: 5905 B 1990
 DD4427_MARK LOGO: SCCC  
 DD4427_PROJECTION: FLUSH
 DD4427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4427+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD4427_ROD/PIPE-DEPTH: 9.14 meters
 DD4427
 DD4427  HISTORY     - Date     Condition        Report By
 DD4427  HISTORY     - 1990     MONUMENTED       NGS
 DD4427  HISTORY     - 19900506 GOOD             NGS
 DD4427  HISTORY     - 19900924 GOOD             NGS
 DD4427  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD4427  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD4427
 DD4427                          STATION DESCRIPTION
 DD4427
 DD4427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4427'1.0 KM (0.62 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 (SEA MOUNTAIN
 DD4427'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 90 IN CHERRY GROVE BEACH,
 DD4427'THENCE 5.4 KM (3.36 MI) NORTHEASTERLY ALONG STATE ROAD S-22-236
 DD4427'(LITTLE RIVER NECK ROAD), THENCE 0.6 KM (0.37 MI) NORTHEASTERLY ALONG
 DD4427'A PRIVATE SAND ROAD, THENCE 1.5 KM (0.93 MI) SOUTHEASTERLY ALONG A
 DD4427'SAND ROAD, THENCE 0.3 KM (0.19 MI) SOUTHWESTERLY ALONG THE BEACH,
 DD4427'80.0 M (262.47 FT) NORTHWEST OF THE HIGHWATER MARK, 14.0 NORTH OF
 DD4427'SURVEY MARKER 131 + 00, 8.8 M (28.87 FT) NORTH OF THE TOP OF A SAND
 DD4427'DUNE, 4.1 M (13.45 FT) NORTHWEST OF A SMALL PINE TREE, 3.9 M (12.80
 DD4427'FT) EAST-SOUTHEAST FROM THE EDGE OF THE WOODS, AND 0.3 M (0.98 FT)
 DD4427'SOUTH OF A WITNESS POST.  NOTE--THE DISK IS CRIMPED TO AN ALUMINUM
 DD4427'ALLOY ROD ENCASED IN A PVC PIPE WITH A SCREW CAP.
 DD4427
 DD4427                          STATION RECOVERY (1990)
 DD4427
 DD4427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4427'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTHEAST OF CHERRY
 DD4427'GROVE, 0.95 KM (0.59 MI) SOUTHWEST OF THE NORTH CAROLINA STATE LINE
 DD4427'AND ON WAITERS ISLAND ON STATE PROPERTY.
 DD4427'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4427'SC 29202, PHONE 803-737-1314.
 DD4427'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 90 AT
 DD4427'THE NORTH EDGE OF CHERRY GROVE BEACH, GO SOUTHEAST FOR 0.88 KM
 DD4427'(0.55 MI) ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) TO A FORK,
 DD4427'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 9 FOR 0.08 KM (0.05 MI) TO
 DD4427'JUNCTION OF S-22-236 (LITTLE RIVER NECK ROAD) ON THE LEFT.  TURN LEFT
 DD4427'AND GO NORTHEAST FOR 5.4 KM (3.4 MI) TO THE END OF PAVEMENT AT
 DD4427'TILGHMAN POINT, CONTINUE AHEAD, PASSING THRU A WHITE WOODEN GATE,
 DD4427'ONTO A SAND ROAD ON PRIVATE PROPERTY FOR 0.64 KM (0.40 MI) TO THE
 DD4427'JUNCTION OF A SAND ROAD.  TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.52
 DD4427'KM (0.94 MI) TO THE ATLANTIC OCEAN, TURN RIGHT AND GO SOUTHWEST FOR
 DD4427'0.32 KM (0.20 MI) , TURN RIGHT FOR 0.08 KM (0.05 MI) TO A SAND DUNE
 DD4427'AND CORPS OF ENGINEER MARK 131 + 00 AND THE MARK BEHIND THE DUNE.
 DD4427'THE STATION IS LOCATED 14.0 M (45.9 FT) NORTH OF THE CORPS OF
 DD4427'ENGINEERS MARK, 8.8 M (28.9 FT) NORTH FROM TOP OF DUNE, 4.1 M
 DD4427'(13.5 FT) NORTHWEST FROM A PINE BUSH, 3.9 M (12.8 FT) EAST-SOUTHEAST
 DD4427'FROM EDGE OF WOODS AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST.
 DD4427
 DD4427                          STATION RECOVERY (1999)
 DD4427
 DD4427'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4427'MARK NOT FOUND.
 DD4427
 DD4427                          STATION RECOVERY (2004)
 DD4427
 DD4427'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3581 ***********************************************************************
 DD3581  DESIGNATION -  5915
 DD3581  PID         -  DD3581
 DD3581  STATE/COUNTY-  SC/HORRY
 DD3581  USGS QUAD   -  LITTLE RIVER (1990)
 DD3581
 DD3581                         *CURRENT SURVEY CONTROL
 DD3581  ___________________________________________________________________
 DD3581* NAD 83(2001)-  33 50 43.34374(N)    078 35 05.09987(W)     ADJUSTED  
 DD3581* NAVD 88     -         3.52   (+/-2cm)      11.5    (feet)  VERTCON   
 DD3581  ___________________________________________________________________
 DD3581  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DD3581  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 DD3581
 DD3581  HORZ ORDER  -  SECOND
 DD3581  VERT ORDER  -  THIRD ? (See Below)
 DD3581
 DD3581.The horizontal coordinates were established by classical geodetic methods
 DD3581.and adjusted by the National Geodetic Survey in March 2004..
 DD3581
 DD3581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3581.The vertical order pertains to the NGVD 29 superseded value.
 DD3581
 DD3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3581
 DD3581.The geoid height was determined by GEOID03.
 DD3581
 DD3581;                    North         East     Units Scale Factor Converg.
 DD3581;SPC SC       -   225,738.426   833,070.427   MT  0.99979836   +1 20 20.4
 DD3581;SPC SC       -   740,611.63  2,733,170.69   iFT  0.99979836   +1 20 20.4
 DD3581;SPC NC       -    10,661.102   648,039.828   MT  1.00017079   +0 14 22.8
 DD3581;SPC NC       -    34,977.30  2,126,110.67   sFT  1.00017079   +0 14 22.8
 DD3581;UTM  17      - 3,747,635.739   723,471.755   MT  1.00021568   +1 20 44.7
 DD3581
 DD3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3581!SPC SC       -   1.00000498  x   0.99979836  =   0.99980334
 DD3581!SPC NC       -   1.00000498  x   1.00017079  =   1.00017577
 DD3581!UTM  17      -   1.00000498  x   1.00021568  =   1.00022066
 DD3581
 DD3581                          SUPERSEDED SURVEY CONTROL
 DD3581
 DD3581  NAD 83(1986)-  33 50 43.35296(N)    078 35 05.10700(W) AD(       ) 2
 DD3581  NAD 83(1986)-  33 50 43.35355(N)    078 35 05.10978(W) AD(       ) 3
 DD3581  NGVD 29 (11/30/89)    3.84   (m)           12.6    (f) LEVELING    3  
 DD3581
 DD3581.Superseded values are not recommended for survey control.
 DD3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3581.See file dsdata.txt to determine how the superseded data were derived.
 DD3581
 DD3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2347247636(NAD 83)
 DD3581_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD3581_SETTING: 0 = UNSPECIFIED SETTING
 DD3581_STAMPING: 5915 1987
 DD3581_MARK LOGO: SCCC  
 DD3581_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3581+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DD3581
 DD3581  HISTORY     - Date     Condition        Report By
 DD3581  HISTORY     - 1987     MONUMENTED       SCCC
 DD3581  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD3581  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3581
 DD3581                          STATION DESCRIPTION
 DD3581
 DD3581'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3581'THE STATION IS LOCATED ON WAITERS ISLAND.  TO REACH THE STATION FROM
 DD3581'THE MAINLAND TILGHMAN PROPERTY, CONTINUE ALONG THE DIRT ROAD ACROSS
 DD3581'THE CAUSEWAY TO THE BEACH, CONTINUE NORTHEAST ALONG THE BEACH FOR
 DD3581'(0.10 MI) TO THE STATION ON THE LEFT, LOCATED AT THE TOP OF THE DUNES.
 DD3581'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3581'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3581'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3581
 DD3581                          STATION RECOVERY (1999)
 DD3581
 DD3581'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3581'MARK NOT FOUND.
 DD3581
 DD3581                          STATION RECOVERY (2004)
 DD3581
 DD3581'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4426 ***********************************************************************
 DD4426  DESIGNATION -  5915 B
 DD4426  PID         -  DD4426
 DD4426  STATE/COUNTY-  SC/HORRY
 DD4426  USGS QUAD   -  LITTLE RIVER (1990)
 DD4426
 DD4426                         *CURRENT SURVEY CONTROL
 DD4426  ___________________________________________________________________
 DD4426* NAD 83(2001)-  33 50 44.02979(N)    078 35 04.30092(W)     ADJUSTED  
 DD4426* NAVD 88     -         1.722  (meters)       5.65   (feet)  ADJUSTED  
 DD4426  ___________________________________________________________________
 DD4426  X           -   1,049,539.119 (meters)                     COMP
 DD4426  Y           -  -5,197,889.411 (meters)                     COMP
 DD4426  Z           -   3,532,213.428 (meters)                     COMP
 DD4426  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DD4426  ELLIP HEIGHT-         -33.49  (meters)          (03/27/03) GPS OBS
 DD4426  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 DD4426  DYNAMIC HT  -           1.720 (meters)       5.64  (feet)  COMP
 DD4426  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 DD4426
 DD4426  HORZ ORDER  -  SECOND
 DD4426  VERT ORDER  -  FIRST     CLASS II
 DD4426  ELLP ORDER  -  FOURTH    CLASS II
 DD4426
 DD4426.The horizontal coordinates were established by GPS observations
 DD4426.and adjusted by the National Geodetic Survey in March 2003..
 DD4426
 DD4426.The orthometric height was determined by differential leveling
 DD4426.and adjusted by the National Geodetic Survey in June 1991..
 DD4426
 DD4426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4426
 DD4426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4426
 DD4426.The ellipsoidal height was determined by GPS observations
 DD4426.and is referenced to NAD 83.
 DD4426
 DD4426.The geoid height was determined by GEOID03.
 DD4426
 DD4426.The dynamic height is computed by dividing the NAVD 88
 DD4426.geopotential number by the normal gravity value computed on the
 DD4426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4426.degrees latitude (g = 980.6199 gals.).
 DD4426
 DD4426.The modeled gravity was interpolated from observed gravity values.
 DD4426
 DD4426;                    North         East     Units Scale Factor Converg.
 DD4426;SPC SC       -   225,760.034   833,090.463   MT  0.99979837   +1 20 20.9
 DD4426;SPC SC       -   740,682.53  2,733,236.43   iFT  0.99979837   +1 20 20.9
 DD4426;SPC NC       -    10,682.329   648,060.283   MT  1.00017071   +0 14 23.3
 DD4426;SPC NC       -    35,046.94  2,126,177.78   sFT  1.00017071   +0 14 23.3
 DD4426;UTM  17      - 3,747,657.358   723,491.797   MT  1.00021579   +1 20 45.1
 DD4426
 DD4426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4426!SPC SC       -   1.00000526  x   0.99979837  =   0.99980363
 DD4426!SPC NC       -   1.00000526  x   1.00017071  =   1.00017597
 DD4426!UTM  17      -   1.00000526  x   1.00021579  =   1.00022105
 DD4426
 DD4426                          SUPERSEDED SURVEY CONTROL
 DD4426
 DD4426  NAD 83(1995)-  33 50 44.02988(N)    078 35 04.30069(W) AD(       ) 2
 DD4426  ELLIP H (12/20/99)  -33.51   (m)                       GP(       ) 4 1
 DD4426  NAD 83(1986)-  33 50 44.03895(N)    078 35 04.30802(W) AD(       ) 2
 DD4426  NGVD 29 (05/09/91)    2.042  (m)            6.70   (f) ADJUSTED    1 2
 DD4426
 DD4426.Superseded values are not recommended for survey control.
 DD4426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4426.See file dsdata.txt to determine how the superseded data were derived.
 DD4426
 DD4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2349247657(NAD 83)
 DD4426_MARKER: DD = SURVEY DISK
 DD4426_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4426_SP_SET: ALUMINUM ALLOY ROD
 DD4426_STAMPING: 5915 B 1990
 DD4426_MARK LOGO: SCCC  
 DD4426_PROJECTION: FLUSH
 DD4426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4426+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD4426_ROD/PIPE-DEPTH: 9.14 meters
 DD4426
 DD4426  HISTORY     - Date     Condition        Report By
 DD4426  HISTORY     - 1990     MONUMENTED       NGS
 DD4426  HISTORY     - 19900506 GOOD             NGS
 DD4426  HISTORY     - 19900920 GOOD             NGS
 DD4426  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD4426  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD4426
 DD4426                          STATION DESCRIPTION
 DD4426
 DD4426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4426'1.0 KM (0.62 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 (SEA MOUNTAIN
 DD4426'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 90 IN CHERRY GROVE BEACH,
 DD4426'THENCE 5.4 KM (3.36 MI) NORTHEASTERLY ALONG STATE ROAD S-22-236
 DD4426'(LITTLE RIVER NECK ROAD), THENCE 0.6 KM (0.37 MI) NORTHEASTERLY ALONG
 DD4426'A PRIVATE SAND ROAD, THENCE 1.5 KM (0.93 MI) SOUTHEASTERLY ALONG A
 DD4426'SAND ROAD, THENCE 0.2 KM (0.12 MI) NORTHERLY ALONG THE BEACH, 12.3 M
 DD4426'(40.35 FT) WEST-SOUTHWEST OF A PROPERTY MARKER POST, 6.7 M (21.98 FT)
 DD4426'NORTHEAST OF A BROKEN OFF PIPE TREE, AND 0.15 M (0.49 FT) SOUTH OF A
 DD4426'WITNESS POST.  NOTE--THE DISK IS CRIMPED TO AN ALUMINUM ALLOY ROD
 DD4426'ENCASED IN A PVC PIPE WITH A SCREW CAP.
 DD4426
 DD4426                          STATION RECOVERY (1990)
 DD4426
 DD4426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4426'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTHEAST OF CHERRY
 DD4426'GROVE, 0.95 KM (0.59 MI) SOUTHWEST OF THE NORTH CAROLINA STATE LINE
 DD4426'AND ON WAITERS ISLAND ON STATE PROPERTY.
 DD4426'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4426'SC 29202, PHONE 803-737-1314.
 DD4426'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 90 AT
 DD4426'THE NORTH EDGE OF CHERRY GROVE BEACH, GO SOUTHEAST FOR 0.88 KM
 DD4426'(0.55 MI) ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) TO A FORK,
 DD4426'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 9 FOR 0.08 KM (0.05 MI) TO
 DD4426'JUNCTION OF S-22-236 (LITTLE RIVER NECK ROAD) ON THE LEFT.  TURN LEFT
 DD4426'AND GO NORTHEAST FOR 5.4 KM (3.4 MI) TO THE END OF PAVEMENT AT
 DD4426'TILGHMAN POINT, CONTINUE AHEAD, PASSING THRU A WHITE WOODEN GATE,
 DD4426'ONTO A SAND ROAD ON PRIVATE PROPERTY FOR 0.64 KM (0.40 MI) TO THE
 DD4426'JUNCTION OF A SAND ROAD.  TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.52
 DD4426'KM (0.94 MI) TO THE ATLANTIC OCEAN, TURN LEFT AND GO 0.24 KM
 DD4426'(0.15 MI) TO THE MARK ON THE LEFT NEAR A 4X4 WOODEN CORPS OF
 DD4426'ENGINEERS MONUMENT.
 DD4426'THE STATION IS LOCATED 32.2 M (105.6 FT) NORTHWEST OF THE WOODEN
 DD4426'CORPS OF ENGINEERS MONUMENT, 12.3 M (40.4 FT) WEST-SOUTHWEST OF A
 DD4426'FIBERGLASS PROPERTY BOUNDARY WITNESS POST, 6.7 M (22.0 FT) NORTHEAST
 DD4426'OF A BROKEN OFF PINE TREE AND 0.15 M (0.49 FT) SOUTH FROM A WITNESS
 DD4426'POST.
 DD4426
 DD4426                          STATION RECOVERY (1999)
 DD4426
 DD4426'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4426'MARK NOT FOUND.
 DD4426
 DD4426                          STATION RECOVERY (2004)
 DD4426
 DD4426'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3582 ***********************************************************************
 DD3582  DESIGNATION -  5930
 DD3582  PID         -  DD3582
 DD3582  STATE/COUNTY-  SC/HORRY
 DD3582  USGS QUAD   -  LITTLE RIVER (1990)
 DD3582
 DD3582                         *CURRENT SURVEY CONTROL
 DD3582  ___________________________________________________________________
 DD3582* NAD 83(2001)-  33 50 49.42649(N)    078 34 40.77976(W)     ADJUSTED  
 DD3582* NAVD 88     -         2.10   (+/-2cm)       6.9    (feet)  VERTCON   
 DD3582  ___________________________________________________________________
 DD3582  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DD3582  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DD3582
 DD3582  HORZ ORDER  -  SECOND
 DD3582  VERT ORDER  -  THIRD ? (See Below)
 DD3582
 DD3582.The horizontal coordinates were established by classical geodetic methods
 DD3582.and adjusted by the National Geodetic Survey in March 2004..
 DD3582
 DD3582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD3582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD3582.The vertical order pertains to the NGVD 29 superseded value.
 DD3582
 DD3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3582
 DD3582.The geoid height was determined by GEOID03.
 DD3582
 DD3582;                    North         East     Units Scale Factor Converg.
 DD3582;SPC SC       -   225,940.381   833,690.981   MT  0.99979845   +1 20 33.9
 DD3582;SPC SC       -   741,274.22  2,735,206.63   iFT  0.99979845   +1 20 33.9
 DD3582;SPC NC       -    10,851.185   648,664.375   MT  1.00017008   +0 14 36.8
 DD3582;SPC NC       -    35,600.93  2,128,159.70   sFT  1.00017008   +0 14 36.8
 DD3582;UTM  17      - 3,747,837.852   724,092.545   MT  1.00021911   +1 20 58.4
 DD3582
 DD3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3582!SPC SC       -   1.00000521  x   0.99979845  =   0.99980365
 DD3582!SPC NC       -   1.00000521  x   1.00017008  =   1.00017529
 DD3582!UTM  17      -   1.00000521  x   1.00021911  =   1.00022432
 DD3582
 DD3582                          SUPERSEDED SURVEY CONTROL
 DD3582
 DD3582  NAD 83(1986)-  33 50 49.43566(N)    078 34 40.78683(W) AD(       ) 2
 DD3582  NAD 83(1986)-  33 50 49.43623(N)    078 34 40.78982(W) AD(       ) 3
 DD3582  NGVD 29 (11/30/89)    2.42   (m)            7.9    (f) LEVELING    3  
 DD3582
 DD3582.Superseded values are not recommended for survey control.
 DD3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3582.See file dsdata.txt to determine how the superseded data were derived.
 DD3582
 DD3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2409347838(NAD 83)
 DD3582_MARKER: DD = SURVEY DISK
 DD3582_SETTING: 0 = UNSPECIFIED SETTING
 DD3582_STAMPING: 5930 1987
 DD3582_MARK LOGO: SCCC  
 DD3582_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD3582+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DD3582
 DD3582  HISTORY     - Date     Condition        Report By
 DD3582  HISTORY     - 1988     MONUMENTED       SCCC
 DD3582  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD3582  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3582
 DD3582                          STATION DESCRIPTION
 DD3582
 DD3582'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1988
 DD3582'THE STATION IS LOCATED ON WAITERS ISLAND.  TO REACH THE STATION FROM
 DD3582'THE MAINLAND TILGHMAN PROPERTY, CONTINUE ALONG THE DIRT ROAD ACROSS
 DD3582'THE CAUSEWAY TO THE BEACH, CONTINUE NORTHEAST ALONG THE BEACH FOR
 DD3582'(0.50 MI) TO THE STATION ON THE LEFT, LOCATED AT THE EDGE OF THE WOODS
 DD3582'AND LEVEL WITH THE BEACH.
 DD3582'THE STATION IS A STANDARD BRASS CAP SET IN CONCRETE AND SURROUNDED BY
 DD3582'FLUE ROUND LINER AND CONCRETE, STAMPED CORPS OF ENGINEERS, 91+00 AND
 DD3582'RECESSED (0.8 FT) BELOW THE SURFACE OF THE GROUND.
 DD3582
 DD3582                          STATION RECOVERY (1999)
 DD3582
 DD3582'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3582'MARK NOT FOUND.
 DD3582
 DD3582                          STATION RECOVERY (2004)
 DD3582
 DD3582'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4425 ***********************************************************************
 DD4425  DESIGNATION -  5930 B
 DD4425  PID         -  DD4425
 DD4425  STATE/COUNTY-  SC/HORRY
 DD4425  USGS QUAD   -  LITTLE RIVER (1990)
 DD4425
 DD4425                         *CURRENT SURVEY CONTROL
 DD4425  ___________________________________________________________________
 DD4425* NAD 83(2001)-  33 50 49.87750(N)    078 34 40.89454(W)     ADJUSTED  
 DD4425* NAVD 88     -         1.725  (meters)       5.66   (feet)  ADJUSTED  
 DD4425  ___________________________________________________________________
 DD4425  X           -   1,050,109.082 (meters)                     COMP
 DD4425  Y           -  -5,197,671.916 (meters)                     COMP
 DD4425  Z           -   3,532,363.068 (meters)                     COMP
 DD4425  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DD4425  ELLIP HEIGHT-         -33.49  (meters)          (03/27/03) GPS OBS
 DD4425  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DD4425  DYNAMIC HT  -           1.723 (meters)       5.65  (feet)  COMP
 DD4425  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 DD4425
 DD4425  HORZ ORDER  -  SECOND
 DD4425  VERT ORDER  -  FIRST     CLASS II
 DD4425  ELLP ORDER  -  FOURTH    CLASS II
 DD4425
 DD4425.The horizontal coordinates were established by GPS observations
 DD4425.and adjusted by the National Geodetic Survey in March 2003..
 DD4425
 DD4425.The orthometric height was determined by differential leveling
 DD4425.and adjusted by the National Geodetic Survey in June 1991..
 DD4425
 DD4425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD4425
 DD4425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD4425
 DD4425.The ellipsoidal height was determined by GPS observations
 DD4425.and is referenced to NAD 83.
 DD4425
 DD4425.The geoid height was determined by GEOID03.
 DD4425
 DD4425.The dynamic height is computed by dividing the NAVD 88
 DD4425.geopotential number by the normal gravity value computed on the
 DD4425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4425.degrees latitude (g = 980.6199 gals.).
 DD4425
 DD4425.The modeled gravity was interpolated from observed gravity values.
 DD4425
 DD4425;                    North         East     Units Scale Factor Converg.
 DD4425;SPC SC       -   225,954.201   833,687.706   MT  0.99979845   +1 20 33.9
 DD4425;SPC SC       -   741,319.56  2,735,195.89   iFT  0.99979845   +1 20 33.9
 DD4425;SPC NC       -    10,865.070   648,661.364   MT  1.00017002   +0 14 36.8
 DD4425;SPC NC       -    35,646.48  2,128,149.83   sFT  1.00017002   +0 14 36.8
 DD4425;UTM  17      - 3,747,851.677   724,089.267   MT  1.00021909   +1 20 58.4
 DD4425
 DD4425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD4425!SPC SC       -   1.00000526  x   0.99979845  =   0.99980371
 DD4425!SPC NC       -   1.00000526  x   1.00017002  =   1.00017528
 DD4425!UTM  17      -   1.00000526  x   1.00021909  =   1.00022435
 DD4425
 DD4425                          SUPERSEDED SURVEY CONTROL
 DD4425
 DD4425  NAD 83(1995)-  33 50 49.87758(N)    078 34 40.89431(W) AD(       ) 2
 DD4425  ELLIP H (12/20/99)  -33.51   (m)                       GP(       ) 4 1
 DD4425  NAD 83(1986)-  33 50 49.88666(N)    078 34 40.90164(W) AD(       ) 2
 DD4425  NGVD 29 (05/09/91)    2.045  (m)            6.71   (f) ADJUSTED    1 2
 DD4425
 DD4425.Superseded values are not recommended for survey control.
 DD4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD4425.See file dsdata.txt to determine how the superseded data were derived.
 DD4425
 DD4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2408947852(NAD 83)
 DD4425_MARKER: DD = SURVEY DISK
 DD4425_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DD4425_SP_SET: ALUMINUM ALLOY ROD
 DD4425_STAMPING: 5930 B 1990
 DD4425_MARK LOGO: SCCC  
 DD4425_PROJECTION: PROJECTING 5 CENTIMETERS
 DD4425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD4425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4425+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD4425_ROD/PIPE-DEPTH: 9.45 meters
 DD4425
 DD4425  HISTORY     - Date     Condition        Report By
 DD4425  HISTORY     - 1990     MONUMENTED       NGS
 DD4425  HISTORY     - 19900506 GOOD             NGS
 DD4425  HISTORY     - 19900920 GOOD             NGS
 DD4425  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD4425  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD4425
 DD4425                          STATION DESCRIPTION
 DD4425
 DD4425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DD4425'1.0 KM (0.62 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 (SEA MOUNTAIN
 DD4425'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 90 IN CHERRY GROVE BEACH,
 DD4425'THENCE 5.4 KM (3.36 MI) NORTHEASTERLY ALONG STATE ROAD S-22-236
 DD4425'(LITTLE RIVER NECK ROAD), THENCE 0.6 KM (0.37 MI) NORTHEASTERLY ALONG
 DD4425'A PRIVATE SAND ROAD, THENCE 1.5 KM (0.93 MI) SOUTHEASTERLY ALONG A
 DD4425'SAND ROAD, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG THE BEACH, 16.2 M
 DD4425'(53.15 FT) SOUTH OF A WITNESS POST, 15.8 M (51.84 FT) NORTHEAST OF 3
 DD4425'PINE TREES, 14.2 M (46.59 FT) NORTH OF SURVEY MARKER 91 + 00, AND
 DD4425'0.15 M (0.49 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS CRIMPED
 DD4425'TO AN ALUMINUM ALLOY ROD ENCASED IN A PVC PIPE WITH A SCREW CAP.
 DD4425
 DD4425                          STATION RECOVERY (1990)
 DD4425
 DD4425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD4425'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTHEAST OF CHERRY
 DD4425'GROVE, 0.95 KM (0.59 MI) SOUTHWEST OF THE NORTH CAROLINA STATE LINE
 DD4425'AND ON WAITERS ISLAND ON STATE PROPERTY.
 DD4425'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD4425'SC 29202, PHONE 803-737-1314.
 DD4425'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 90 AT
 DD4425'THE NORTH EDGE OF CHERRY GROVE BEACH, GO SOUTHEAST FOR 0.88 KM
 DD4425'(0.55 MI) ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) TO A FORK,
 DD4425'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 9 FOR 0.08 KM (0.05 MI) TO
 DD4425'JUNCTION OF S-22-236 (LITTLE RIVER NECK ROAD) ON THE LEFT.  TURN LEFT
 DD4425'AND GO NORTHEAST FOR 5.4 KM (3.4 MI) TO THE END OF PAVEMENT AT
 DD4425'TILGHMAN POINT, CONTINUE AHEAD, PASSING THRU A WHITE WOODEN GATE,
 DD4425'ONTO A SAND ROAD ON PRIVATE PROPERTY FOR 0.64 KM (0.40 MI) TO THE
 DD4425'JUNCTION OF A SAND ROAD.  TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.52
 DD4425'KM (0.94 MI) TO THE ATLANTIC OCEAN, TURN LEFT AND GO 0.80 KM
 DD4425'(0.50 MI) ALONG OCEAN TO CORPS OF ENGINEER MARK 91 + 00 AND THE MARK
 DD4425'ON THE LEFT IN A CLEARING.
 DD4425'THE STATION IS LOCATED 16.2 M (53.1 FT) SOUTH OF A CORPS OF ENGINEERS
 DD4425'FIBERGLASS WITNESS POST, 15.8 M (51.8 FT) NORTHEAST OF A STAND OF
 DD4425'THREE TREES, 14.25 M (46.75 FT) NORTH OF THE CORPS OF ENGINEERS MARK
 DD4425'AND 0.15 M (0.49 FT) WEST OF A FIBERGLASS WITNESS POST.
 DD4425
 DD4425                          STATION RECOVERY (1999)
 DD4425
 DD4425'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD4425'MARK NOT FOUND.
 DD4425
 DD4425                          STATION RECOVERY (2004)
 DD4425
 DD4425'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD4425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3583 ***********************************************************************
 DD3583  DESIGNATION -  5945
 DD3583  PID         -  DD3583
 DD3583  STATE/COUNTY-  SC/HORRY
 DD3583  USGS QUAD   -  LITTLE RIVER (1990)
 DD3583
 DD3583                         *CURRENT SURVEY CONTROL
 DD3583  ___________________________________________________________________
 DD3583* NAD 83(2001)-  33 50 54.44880(N)    078 34 17.29621(W)     ADJUSTED  
 DD3583* NAVD 88     -         4.477  (meters)      14.69   (feet)  ADJUSTED  
 DD3583  ___________________________________________________________________
 DD3583  X           -   1,050,688.632 (meters)                     COMP
 DD3583  Y           -  -5,197,477.053 (meters)                     COMP
 DD3583  Z           -   3,532,481.553 (meters)                     COMP
 DD3583  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DD3583  ELLIP HEIGHT-         -30.78  (meters)          (03/27/03) GPS OBS
 DD3583  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 DD3583  DYNAMIC HT  -           4.473 (meters)      14.68  (feet)  COMP
 DD3583  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 DD3583
 DD3583  HORZ ORDER  -  SECOND
 DD3583  VERT ORDER  -  FIRST     CLASS II
 DD3583  ELLP ORDER  -  FOURTH    CLASS II
 DD3583
 DD3583.The horizontal coordinates were established by GPS observations
 DD3583.and adjusted by the National Geodetic Survey in March 2003..
 DD3583
 DD3583.The orthometric height was determined by differential leveling
 DD3583.and adjusted by the National Geodetic Survey in June 1991..
 DD3583
 DD3583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3583
 DD3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3583
 DD3583.The ellipsoidal height was determined by GPS observations
 DD3583.and is referenced to NAD 83.
 DD3583
 DD3583.The geoid height was determined by GEOID03.
 DD3583
 DD3583.The dynamic height is computed by dividing the NAVD 88
 DD3583.geopotential number by the normal gravity value computed on the
 DD3583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3583.degrees latitude (g = 980.6199 gals.).
 DD3583
 DD3583.The modeled gravity was interpolated from observed gravity values.
 DD3583
 DD3583;                    North         East     Units Scale Factor Converg.
 DD3583;SPC SC       -   226,109.213   834,290.781   MT  0.99979852   +1 20 46.9
 DD3583;SPC SC       -   741,828.13  2,737,174.48   iFT  0.99979852   +1 20 46.9
 DD3583;SPC NC       -    11,008.539   649,267.527   MT  1.00016949   +0 14 50.4
 DD3583;SPC NC       -    36,117.18  2,130,138.54   sFT  1.00016949   +0 14 50.4
 DD3583;UTM  17      - 3,748,006.827   724,692.578   MT  1.00022243   +1 21 11.7
 DD3583
 DD3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3583!SPC SC       -   1.00000483  x   0.99979852  =   0.99980335
 DD3583!SPC NC       -   1.00000483  x   1.00016949  =   1.00017432
 DD3583!UTM  17      -   1.00000483  x   1.00022243  =   1.00022726
 DD3583
 DD3583                          SUPERSEDED SURVEY CONTROL
 DD3583
 DD3583  NAD 83(1995)-  33 50 54.44888(N)    078 34 17.29598(W) AD(       ) 2
 DD3583  ELLIP H (12/20/99)  -30.80   (m)                       GP(       ) 4 1
 DD3583  NAD 83(1986)-  33 50 54.45794(N)    078 34 17.30329(W) AD(       ) 2
 DD3583  NAD 83(1986)-  33 50 54.45852(N)    078 34 17.30647(W) AD(       ) 3
 DD3583  NGVD 29 (05/09/91)    4.797  (m)           15.74   (f) ADJUSTED    1 2
 DD3583
 DD3583.Superseded values are not recommended for survey control.
 DD3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3583.See file dsdata.txt to determine how the superseded data were derived.
 DD3583
 DD3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2469348007(NAD 83)
 DD3583_MARKER: DD = SURVEY DISK
 DD3583_SETTING: 0 = UNSPECIFIED SETTING
 DD3583_STAMPING: 5945 1987
 DD3583_MARK LOGO: SCCC  
 DD3583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3583+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD3583
 DD3583  HISTORY     - Date     Condition        Report By
 DD3583  HISTORY     - 1987     MONUMENTED       SCCC
 DD3583  HISTORY     - 19900506 GOOD             NGS
 DD3583  HISTORY     - 19900924 GOOD             NGS
 DD3583  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD3583  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3583
 DD3583                          STATION DESCRIPTION
 DD3583
 DD3583'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3583'THE STATION IS LOCATED ON WAITERS ISLAND.  TO REACH THE STATION FROM
 DD3583'THE MAINLAND TILGHMAN PROPERTY, CONTINUE ALONG THE DIRT ROAD ACROSS
 DD3583'THE CAUSEWAY TO THE BEACH, CONTINUE NORTHEAST ALONG THE BEACH FOR
 DD3583'(0.90 MI) TO THE STATION ON THE LEFT, LOCATED AT THE TOP OF THE DUNES.
 DD3583'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3583'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3583'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3583
 DD3583                          STATION RECOVERY (1990)
 DD3583
 DD3583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3583'1.0 KM (0.62 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 (SEA MOUNTAIN
 DD3583'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 90 IN CHERRY GROVE BEACH,
 DD3583'THENCE 5.4 KM (3.36 MI) NORTHEASTERLY ALONG STATE ROAD S-22-236
 DD3583'(LITTLE RIVER NECK ROAD), THENCE 0.6 KM (0.37 MI) NORTHEASTERLY ALONG
 DD3583'A PRIVATE SAND ROAD, THENCE 1.5 KM (0.93 MI) SOUTHEASTERLY ALONG A
 DD3583'SAND ROAD, THENCE 1.4 KM (0.87 MI) NORTHERLY ALONG THE BEACH, 80.0 M
 DD3583'(262.47 FT) NORTHWEST OF THE HIGH WATER LINE, 23.4 M (76.77 FT)
 DD3583'EAST-SOUTHEAST OF A BLAZED PINE TREE, 16.5 M (54.13 FT)
 DD3583'EAST-SOUTHEAST OF SURVEY MARKER 71 + 00, 0.4 M (1.31 FT) SOUTH OF A
 DD3583'WITNESS POST, AND ON THE HIGHEST POINT OF A SAND DUNE.  NOTE--THE
 DD3583'DISK IS AFFIXED TO A 24-INCH SECTION OF 2-INCH PVC PIPE ENCASED IN A
 DD3583'6-INCH PVC PIPE SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND
 DD3583'SURFACE.
 DD3583
 DD3583                          STATION RECOVERY (1990)
 DD3583
 DD3583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3583'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTHEAST OF CHERRY
 DD3583'GROVE, 0.95 KM (0.59 MI) SOUTHWEST OF THE NORTH CAROLINA STATE LINE
 DD3583'AND ON WAITERS ISLAND ON STATE PROPERTY.
 DD3583'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3583'SC 29202, PHONE 803-737-1314.
 DD3583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 90 AT
 DD3583'THE NORTH EDGE OF CHERRY GROVE BEACH, GO SOUTHEAST FOR 0.88 KM
 DD3583'(0.55 MI) ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) TO A FORK,
 DD3583'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 9 FOR 0.08 KM (0.05 MI) TO
 DD3583'JUNCTION OF S-22-236 (LITTLE RIVER NECK ROAD) ON THE LEFT.  TURN LEFT
 DD3583'AND GO NORTHEAST FOR 5.4 KM (3.4 MI) TO THE END OF PAVEMENT AT
 DD3583'TILGHMAN POINT, CONTINUE AHEAD, PASSING THRU A WHITE WOODEN GATE,
 DD3583'ONTO A SAND ROAD ON PRIVATE PROPERTY FOR 0.64 KM (0.40 MI) TO THE
 DD3583'JUNCTION OF A SAND ROAD.  TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.52
 DD3583'KM (0.94 MI) TO THE ATLANTIC OCEAN, TURN LEFT AND GO 1.44 KM
 DD3583'(0.89 MI) , TURN LEFT AND GO 0.08 KM (0.05 MI) TO A SAND DUNE JUST
 DD3583'EAST OF A SMALL STAND OF PINE TREES AND THE MARK ON TOP OF DUNE.
 DD3583'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD3583'PREFABRICATED ALUMINUM PIPE SET INTO CONCRETE AND INSIDE A PVC PIPE.
 DD3583'LOCATED 23.4 M (76.8 FT) EAST OF EASTERN MOST 1 OF 7 PINE TREES
 DD3583'(BLAZED), 16.5 M (54.1 FT) EAST-SOUTHEAST OF CORPS OF ENGINEERS MARK
 DD3583'71 + 00 AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 DD3583
 DD3583                          STATION RECOVERY (1999)
 DD3583
 DD3583'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3583'MARK NOT FOUND.
 DD3583
 DD3583                          STATION RECOVERY (2004)
 DD3583
 DD3583'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0417 ***********************************************************************
 DE0417  DESIGNATION -  595
 DE0417  PID         -  DE0417
 DE0417  STATE/COUNTY-  SC/LEXINGTON
 DE0417  USGS QUAD   -  GILBERT (1986)
 DE0417
 DE0417                         *CURRENT SURVEY CONTROL
 DE0417  ___________________________________________________________________
 DE0417* NAD 83(1986)-  33 55 40.     (N)    081 27 43.     (W)     SCALED    
 DE0417* NAVD 88     -       181.284  (meters)     594.76   (feet)  ADJUSTED  
 DE0417  ___________________________________________________________________
 DE0417  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DE0417  DYNAMIC HT  -         181.096 (meters)     594.15  (feet)  COMP
 DE0417  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 DE0417
 DE0417  VERT ORDER  -  FIRST     CLASS II
 DE0417
 DE0417.The horizontal coordinates were scaled from a topographic map and have
 DE0417.an estimated accuracy of +/- 6 seconds.
 DE0417
 DE0417.The orthometric height was determined by differential leveling
 DE0417.and adjusted by the National Geodetic Survey in June 1991..
 DE0417
 DE0417.The geoid height was determined by GEOID03.
 DE0417
 DE0417.The dynamic height is computed by dividing the NAVD 88
 DE0417.geopotential number by the normal gravity value computed on the
 DE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0417.degrees latitude (g = 980.6199 gals.).
 DE0417
 DE0417.The modeled gravity was interpolated from observed gravity values.
 DE0417
 DE0417;                    North         East    Units  Estimated Accuracy
 DE0417;SPC SC       -   232,360.      566,900.      MT  (+/- 180 meters Scaled)
 DE0417
 DE0417                          SUPERSEDED SURVEY CONTROL
 DE0417
 DE0417  NGVD 29 (??/??/92)  181.499  (m)          595.47   (f) ADJ UNCH    1 2
 DE0417
 DE0417.Superseded values are not recommended for survey control.
 DE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0417.See file dsdata.txt to determine how the superseded data were derived.
 DE0417
 DE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT573542(NAD 83)
 DE0417_MARKER: P = PIPE CAP
 DE0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0417_STAMPING: 595 1918
 DE0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0417
 DE0417  HISTORY     - Date     Condition        Report By
 DE0417  HISTORY     - 1918     MONUMENTED       USGS
 DE0417  HISTORY     - 1960     GOOD             NGS
 DE0417  HISTORY     - 1978     MARK NOT FOUND   NGS
 DE0417  HISTORY     - 20020528 MARK NOT FOUND   SCGS
 DE0417
 DE0417                          STATION DESCRIPTION
 DE0417
 DE0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0417'3.1 MI NE FROM LEESVILLE.
 DE0417'ABOUT 3.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DE0417'STATION AT LEESVILLE, 0.2 MILE SOUTHWEST OF MILEPOST 135, AT THE
 DE0417'CROSSING OF A GRADED ROAD, 23 FEET NORTHWEST OF THE NORTHWEST RAIL,
 DE0417'38 1/2 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, 42 FEET WEST OF
 DE0417'THE CENTER LINE OF THE CROSSING, 29 FEET SOUTH OF A 24-INCH WALNUT
 DE0417'TREE, 57 FEET SOUTH-SOUTHWEST OF THE FIRST POWER LINE POLE NORTHWEST
 DE0417'OF THE TRACK, 27 FEET SOUTHWEST OF A CROSSING SIGN POST, ABOUT LEVEL
 DE0417'WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 DE0417'PROJECTING 10 INCHES.  NOTE-- IT WAS REPORTED IN OCTOBER 1957
 DE0417'THE MEASUREMENTS DID NOT AGREE WITH ORIGINAL DESCRIPTION.
 DE0417
 DE0417                          STATION RECOVERY (1978)
 DE0417
 DE0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE0417'MARK NOT FOUND.
 DE0417
 DE0417                          STATION RECOVERY (2002)
 DE0417
 DE0417'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE0417'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, PULLED TAPE FROM
 DE0417'AVAILABLE
 DE0417'MEASUREMENTS, PRESUMED DESTROYED.
 DE0417'RECOVERY BY J.B. SMOAK.
 DE0417' 
 DE0417' 
 DE0417' 
 DE0417' 
 DE0417' 
 DE0417' 
 DE0417' 
 DE0417' 
 DE0417' 
 DE0417'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3584 ***********************************************************************
 DD3584  DESIGNATION -  5960
 DD3584  PID         -  DD3584
 DD3584  STATE/COUNTY-  SC/HORRY
 DD3584  USGS QUAD   -  LITTLE RIVER (1990)
 DD3584
 DD3584                         *CURRENT SURVEY CONTROL
 DD3584  ___________________________________________________________________
 DD3584* NAD 83(2001)-  33 50 59.21318(N)    078 33 54.83257(W)     ADJUSTED  
 DD3584* NAVD 88     -         3.753  (meters)      12.31   (feet)  ADJUSTED  
 DD3584  ___________________________________________________________________
 DD3584  X           -   1,051,238.336 (meters)                     COMP
 DD3584  Y           -  -5,197,281.858 (meters)                     COMP
 DD3584  Z           -   3,532,603.060 (meters)                     COMP
 DD3584  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DD3584  ELLIP HEIGHT-         -31.51  (meters)          (03/27/03) GPS OBS
 DD3584  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 DD3584  DYNAMIC HT  -           3.749 (meters)      12.30  (feet)  COMP
 DD3584  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 DD3584
 DD3584  HORZ ORDER  -  SECOND
 DD3584  VERT ORDER  -  FIRST     CLASS II
 DD3584  ELLP ORDER  -  FOURTH    CLASS II
 DD3584
 DD3584.The horizontal coordinates were established by GPS observations
 DD3584.and adjusted by the National Geodetic Survey in March 2003..
 DD3584
 DD3584.The orthometric height was determined by differential leveling
 DD3584.and adjusted by the National Geodetic Survey in June 1991..
 DD3584
 DD3584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3584
 DD3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3584
 DD3584.The ellipsoidal height was determined by GPS observations
 DD3584.and is referenced to NAD 83.
 DD3584
 DD3584.The geoid height was determined by GEOID03.
 DD3584
 DD3584.The dynamic height is computed by dividing the NAVD 88
 DD3584.geopotential number by the normal gravity value computed on the
 DD3584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3584.degrees latitude (g = 980.6199 gals.).
 DD3584
 DD3584.The modeled gravity was interpolated from observed gravity values.
 DD3584
 DD3584;                    North         East     Units Scale Factor Converg.
 DD3584;SPC SC       -   226,269.522   834,864.541   MT  0.99979859   +1 20 59.4
 DD3584;SPC SC       -   742,354.07  2,739,056.89   iFT  0.99979859   +1 20 59.4
 DD3584;SPC NC       -    11,157.869   649,844.470   MT  1.00016893   +0 15 03.4
 DD3584;SPC NC       -    36,607.11  2,132,031.40   sFT  1.00016893   +0 15 03.4
 DD3584;UTM  17      - 3,748,167.273   725,266.563   MT  1.00022561   +1 21 24.4
 DD3584
 DD3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3584!SPC SC       -   1.00000495  x   0.99979859  =   0.99980354
 DD3584!SPC NC       -   1.00000495  x   1.00016893  =   1.00017388
 DD3584!UTM  17      -   1.00000495  x   1.00022561  =   1.00023056
 DD3584
 DD3584                          SUPERSEDED SURVEY CONTROL
 DD3584
 DD3584  NAD 83(1995)-  33 50 59.21327(N)    078 33 54.83234(W) AD(       ) 2
 DD3584  ELLIP H (12/20/99)  -31.52   (m)                       GP(       ) 4 1
 DD3584  NAD 83(1986)-  33 50 59.22234(N)    078 33 54.83960(W) AD(       ) 2
 DD3584  NAD 83(1986)-  33 50 59.22293(N)    078 33 54.84254(W) AD(       ) 3
 DD3584  NGVD 29 (05/09/91)    4.072  (m)           13.36   (f) ADJUSTED    1 2
 DD3584
 DD3584.Superseded values are not recommended for survey control.
 DD3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3584.See file dsdata.txt to determine how the superseded data were derived.
 DD3584
 DD3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2526748167(NAD 83)
 DD3584_MARKER: DD = SURVEY DISK
 DD3584_SETTING: 0 = UNSPECIFIED SETTING
 DD3584_STAMPING: 5960 1987
 DD3584_MARK LOGO: SCCC  
 DD3584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3584+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD3584
 DD3584  HISTORY     - Date     Condition        Report By
 DD3584  HISTORY     - 1987     MONUMENTED       SCCC
 DD3584  HISTORY     - 19900506 GOOD             NGS
 DD3584  HISTORY     - 19900924 GOOD             NGS
 DD3584  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD3584  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3584
 DD3584                          STATION DESCRIPTION
 DD3584
 DD3584'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3584'THE STATION IS LOCATED ON WAITERS ISLAND.  TO REACH THE STATION FROM
 DD3584'THE MAINLAND TILGHMAN PROPERTY, CONTINUE ALONG THE DIRT ROAD ACROSS
 DD3584'THE CAUSEWAY TO THE BEACH, CONTINUE NORTHEAST ALONG THE BEACH FOR
 DD3584'(1.30 MI) TO THE STATION ON THE LEFT, LOCATED AT THE TOP OF THE DUNES.
 DD3584'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3584'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3584'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3584
 DD3584                          STATION RECOVERY (1990)
 DD3584
 DD3584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3584'1.0 KM (0.62 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 (SEA MOUNTAIN
 DD3584'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 90 IN CHERRY GROVE BEACH,
 DD3584'THENCE 5.4 KM (3.36 MI) NORTHEASTERLY ALONG STATE ROAD S-22-236
 DD3584'(LITTLE RIVER NECK ROAD), THENCE 0.6 KM (0.37 MI) NORTHEASTERLY ALONG
 DD3584'A PRIVATE SAND ROAD, THENCE 1.5 KM (0.93 MI) SOUTHEASTERLY ALONG A
 DD3584'SAND ROAD, THENCE 2.1 KM (1.30 MI) NORTHERLY ALONG THE BEACH, 240.0 M
 DD3584'(787.40 FT) NORTHWEST OF THE HIGH WATER LINE, 28.7 M (94.16 FT) NORTH
 DD3584'OF SURVEY MARKER 50 + 00, 1.8 M (5.91 FT) SOUTH OF A WITNESS POST,
 DD3584'AND ON THE HIGHEST POINT OF A GRASSY DUNE.  NOTE--THE DISK IS AFFIXED
 DD3584'TO 24-INCH SECTION OF 2-INCH PVC PIPE ENCASED IN A 6-INCH PVC PIPE
 DD3584'SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND SURFACE.
 DD3584
 DD3584                          STATION RECOVERY (1990)
 DD3584
 DD3584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3584'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTHEAST OF CHERRY
 DD3584'GROVE, 0.95 KM (0.59 MI) SOUTHWEST OF THE NORTH CAROLINA STATE LINE
 DD3584'AND ON WAITERS ISLAND ON STATE PROPERTY.
 DD3584'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3584'SC 29202, PHONE 803-737-1314.
 DD3584'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 90 AT
 DD3584'THE NORTH EDGE OF CHERRY GROVE BEACH, GO SOUTHEAST FOR 0.88 KM
 DD3584'(0.55 MI) ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) TO A FORK,
 DD3584'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 9 FOR 0.08 KM (0.05 MI) TO
 DD3584'JUNCTION OF S-22-236 (LITTLE RIVER NECK ROAD) ON THE LEFT.  TURN LEFT
 DD3584'AND GO NORTHEAST FOR 5.4 KM (3.4 MI) TO THE END OF PAVEMENT AT
 DD3584'TILGHMAN POINT, CONTINUE AHEAD, PASSING THRU A WHITE WOODEN GATE,
 DD3584'ONTO A SAND ROAD ON PRIVATE PROPERTY FOR 0.64 KM (0.40 MI) TO THE
 DD3584'JUNCTION OF A SAND ROAD.  TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.52
 DD3584'KM (0.94 MI) TO THE ATLANTIC OCEAN, TURN LEFT AND GO 2.08 KM
 DD3584'(1.29 MI) , TURN LEFT AND GO 0.24 KM (0.15 MI) TO THE MARK ON TOP OF
 DD3584'A GRASSY DUNE.
 DD3584'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD3584'PREFABRICATED ALUMINUM PIPE SET INTO CONCRETE AND INSIDE A PVC PIPE.
 DD3584'LOCATED 28.75 M (94.32 FT) NORTH OF CORPS OF ENGINEERS MARK 50 + 00
 DD3584'AND 1.75 M (5.74 FT) SOUTH FROM A WITNESS POST.
 DD3584
 DD3584                          STATION RECOVERY (1999)
 DD3584
 DD3584'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3584'MARK NOT FOUND.
 DD3584
 DD3584                          STATION RECOVERY (2004)
 DD3584
 DD3584'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3585 ***********************************************************************
 DD3585  DESIGNATION -  5975
 DD3585  PID         -  DD3585
 DD3585  STATE/COUNTY-  SC/HORRY
 DD3585  USGS QUAD   -  LITTLE RIVER (1990)
 DD3585
 DD3585                         *CURRENT SURVEY CONTROL
 DD3585  ___________________________________________________________________
 DD3585* NAD 83(2001)-  33 50 59.72612(N)    078 33 32.53793(W)     ADJUSTED  
 DD3585* NAVD 88     -         2.767  (meters)       9.08   (feet)  ADJUSTED  
 DD3585  ___________________________________________________________________
 DD3585  X           -   1,051,798.180 (meters)                     COMP
 DD3585  Y           -  -5,197,158.759 (meters)                     COMP
 DD3585  Z           -   3,532,615.628 (meters)                     COMP
 DD3585  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DD3585  ELLIP HEIGHT-         -32.51  (meters)          (03/27/03) GPS OBS
 DD3585  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 DD3585  DYNAMIC HT  -           2.765 (meters)       9.07  (feet)  COMP
 DD3585  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 DD3585
 DD3585  HORZ ORDER  -  SECOND
 DD3585  VERT ORDER  -  FIRST     CLASS II
 DD3585  ELLP ORDER  -  FOURTH    CLASS II
 DD3585
 DD3585.The horizontal coordinates were established by GPS observations
 DD3585.and adjusted by the National Geodetic Survey in March 2003..
 DD3585
 DD3585.The orthometric height was determined by differential leveling
 DD3585.and adjusted by the National Geodetic Survey in June 1991..
 DD3585
 DD3585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3585
 DD3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3585
 DD3585.The ellipsoidal height was determined by GPS observations
 DD3585.and is referenced to NAD 83.
 DD3585
 DD3585.The geoid height was determined by GEOID03.
 DD3585
 DD3585.The dynamic height is computed by dividing the NAVD 88
 DD3585.geopotential number by the normal gravity value computed on the
 DD3585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3585.degrees latitude (g = 980.6199 gals.).
 DD3585
 DD3585.The modeled gravity was interpolated from observed gravity values.
 DD3585
 DD3585;                    North         East     Units Scale Factor Converg.
 DD3585;SPC SC       -   226,298.834   835,437.033   MT  0.99979860   +1 21 11.8
 DD3585;SPC SC       -   742,450.24  2,740,935.15   iFT  0.99979860   +1 21 11.8
 DD3585;SPC NC       -    11,176.204   650,417.631   MT  1.00016887   +0 15 16.2
 DD3585;SPC NC       -    36,667.26  2,133,911.84   sFT  1.00016887   +0 15 16.2
 DD3585;UTM  17      - 3,748,196.668   725,839.297   MT  1.00022880   +1 21 36.9
 DD3585
 DD3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3585!SPC SC       -   1.00000510  x   0.99979860  =   0.99980370
 DD3585!SPC NC       -   1.00000510  x   1.00016887  =   1.00017397
 DD3585!UTM  17      -   1.00000510  x   1.00022880  =   1.00023390
 DD3585
 DD3585:                Primary Azimuth Mark                     Grid Az
 DD3585:SPC SC       -  LARSEN                                   101 09 11.9
 DD3585:SPC NC       -  LARSEN                                   102 15 07.5
 DD3585:UTM  17      -  LARSEN                                   101 08 46.8
 DD3585
 DD3585|---------------------------------------------------------------------|
 DD3585| PID    Reference Object                     Distance      Geod. Az  |
 DD3585|                                                           dddmmss.s |
 DD3585| DD4424 LARSEN                              496.736 METERS 1023023.7 |
 DD3585|---------------------------------------------------------------------|
 DD3585
 DD3585                          SUPERSEDED SURVEY CONTROL
 DD3585
 DD3585  NAD 83(1995)-  33 50 59.72621(N)    078 33 32.53770(W) AD(       ) 2
 DD3585  ELLIP H (12/20/99)  -32.53   (m)                       GP(       ) 4 1
 DD3585  NAD 83(1986)-  33 50 59.73530(N)    078 33 32.54502(W) AD(       ) 2
 DD3585  NAD 83(1986)-  33 50 59.73548(N)    078 33 32.54828(W) AD(       ) 3
 DD3585  NGVD 29 (05/09/91)    3.087  (m)           10.13   (f) ADJUSTED    1 2
 DD3585
 DD3585.Superseded values are not recommended for survey control.
 DD3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3585.See file dsdata.txt to determine how the superseded data were derived.
 DD3585
 DD3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2583948197(NAD 83)
 DD3585_MARKER: DD = SURVEY DISK
 DD3585_SETTING: 0 = UNSPECIFIED SETTING
 DD3585_STAMPING: 5975 1987
 DD3585_MARK LOGO: SCCC  
 DD3585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3585+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1990
 DD3585
 DD3585  HISTORY     - Date     Condition        Report By
 DD3585  HISTORY     - 1987     MONUMENTED       SCCC
 DD3585  HISTORY     - 19900506 GOOD             NGS
 DD3585  HISTORY     - 19900924 GOOD             NGS
 DD3585  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD3585  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3585
 DD3585                          STATION DESCRIPTION
 DD3585
 DD3585'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3585'THE STATION IS LOCATED ON WAITERS ISLAND.  TO REACH THE STATION FROM
 DD3585'THE MAINLAND TILGHMAN PROPERTY, CONTINUE ALONG THE DIRT ROAD ACROSS
 DD3585'THE CAUSEWAY TO THE BEACH, CONTINUE NORTHEAST ALONG THE BEACH FOR
 DD3585'(1.60 MI) TO THE STATION ON THE LEFT, LOCATED AT THE TOP OF THE SMALL
 DD3585'DUNE.
 DD3585'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3585'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3585'PROJECTING (0.2 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3585
 DD3585                          STATION RECOVERY (1990)
 DD3585
 DD3585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3585'1.0 KM (0.62 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 (SEA MOUNTAIN
 DD3585'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 90 IN CHERRY GROVE BEACH,
 DD3585'THENCE 5.4 KM (3.36 MI) NORTHEASTERLY ALONG STATE ROAD S-22-236
 DD3585'(LITTLE RIVER NECK ROAD), THENCE 0.6 KM (0.37 MI) NORTHEASTERLY ALONG
 DD3585'A PRIVATE SAND ROAD, THENCE 1.5 KM (0.93 MI) SOUTHEASTERLY ALONG A
 DD3585'SAND ROAD, THENCE 2.6 KM (1.62 MI) NORTHERLY ALONG THE BEACH, 193.0 M
 DD3585'(633.20 FT) NORTH OF THE HIGH WATER LINE, 23.7 M (77.76 FT) WEST OF
 DD3585'THE EAST EDGE OF A TIDAL POOL, 0.3 M (0.98 FT) SOUTH OF A WITNESS
 DD3585'POST, AND ON THE HIGHEST POINT OF A GRASSY DUNE.  NOTE--THE DISK IS
 DD3585'AFFIXED TO A 24-INCH SECTION OF 2-INCH PVC PIPE ENCASED IN A 6-INCH
 DD3585'PVC PIPE SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND SURFACE.
 DD3585
 DD3585                          STATION RECOVERY (1990)
 DD3585
 DD3585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3585'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTHEAST OF CHERRY
 DD3585'GROVE, 0.95 KM (0.59 MI) SOUTHWEST OF THE NORTH CAROLINA STATE LINE
 DD3585'AND ON WAITERS ISLAND ON STATE PROPERTY.
 DD3585'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3585'SC 29202, PHONE 803-737-1314.
 DD3585'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 90 AT
 DD3585'THE NORTH EDGE OF CHERRY GROVE BEACH, GO SOUTHEAST FOR 0.88 KM
 DD3585'(0.55 MI) ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) TO A FORK,
 DD3585'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 9 FOR 0.08 KM (0.05 MI) TO
 DD3585'JUNCTION OF S-22-236 (LITTLE RIVER NECK ROAD) ON THE LEFT.  TURN LEFT
 DD3585'AND GO NORTHEAST FOR 5.4 KM (3.4 MI) TO THE END OF PAVEMENT AT
 DD3585'TILGHMAN POINT, CONTINUE AHEAD, PASSING THRU A WHITE WOODEN GATE,
 DD3585'ONTO A SAND ROAD ON PRIVATE PROPERTY FOR 0.64 KM (0.40 MI) TO THE
 DD3585'JUNCTION OF A SAND ROAD.  TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.52
 DD3585'KM (0.94 MI) TO THE ATLANTIC OCEAN, TURN LEFT AND GO 2.64 KM
 DD3585'(1.64 MI) , TURN LEFT AND GO 0.16 KM (0.10 MI) TO THE MARK ON TOP OF
 DD3585'A GRASSY DUNE.
 DD3585'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD3585'PREFABRICATED ALUMINUM PIPE SET INTO CONCRETE AND INSIDE A PVC PIPE.
 DD3585'LOCATED 193 M (633.2 FT) NORTH OF HIGH WATER LINE, 23.7 M (77.8 FT)
 DD3585'WEST OF EAST EDGE OF FILLED IN TIDAL POOL AND 0.3 M (1.0 FT) SOUTH OF
 DD3585'A FIBERGLASS WITNESS POST.
 DD3585
 DD3585                          STATION RECOVERY (1999)
 DD3585
 DD3585'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3585'MARK NOT FOUND.
 DD3585
 DD3585                          STATION RECOVERY (2004)
 DD3585
 DD3585'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD3586 ***********************************************************************
 DD3586  DESIGNATION -  5995
 DD3586  PID         -  DD3586
 DD3586  STATE/COUNTY-  SC/HORRY
 DD3586  USGS QUAD   -  LITTLE RIVER (1990)
 DD3586
 DD3586                         *CURRENT SURVEY CONTROL
 DD3586  ___________________________________________________________________
 DD3586* NAD 83(2001)-  33 50 56.66113(N)    078 33 15.14054(W)     ADJUSTED  
 DD3586* NAVD 88     -         4.820  (meters)      15.81   (feet)  ADJUSTED  
 DD3586  ___________________________________________________________________
 DD3586  X           -   1,052,247.306 (meters)                     COMP
 DD3586  Y           -  -5,197,123.251 (meters)                     COMP
 DD3586  Z           -   3,532,538.342 (meters)                     COMP
 DD3586  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 DD3586  ELLIP HEIGHT-         -30.46  (meters)          (03/27/03) GPS OBS
 DD3586  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 DD3586  DYNAMIC HT  -           4.815 (meters)      15.80  (feet)  COMP
 DD3586  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 DD3586
 DD3586  HORZ ORDER  -  SECOND
 DD3586  VERT ORDER  -  FIRST     CLASS II
 DD3586  ELLP ORDER  -  FOURTH    CLASS II
 DD3586
 DD3586.The horizontal coordinates were established by GPS observations
 DD3586.and adjusted by the National Geodetic Survey in March 2003..
 DD3586
 DD3586.The orthometric height was determined by differential leveling
 DD3586.and adjusted by the National Geodetic Survey in June 1991..
 DD3586
 DD3586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD3586
 DD3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD3586
 DD3586.The ellipsoidal height was determined by GPS observations
 DD3586.and is referenced to NAD 83.
 DD3586
 DD3586.The geoid height was determined by GEOID03.
 DD3586
 DD3586.The dynamic height is computed by dividing the NAVD 88
 DD3586.geopotential number by the normal gravity value computed on the
 DD3586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD3586.degrees latitude (g = 980.6199 gals.).
 DD3586
 DD3586.The modeled gravity was interpolated from observed gravity values.
 DD3586
 DD3586;                    North         East     Units Scale Factor Converg.
 DD3586;SPC SC       -   226,215.015   835,886.295   MT  0.99979856   +1 21 21.4
 DD3586;SPC SC       -   742,175.25  2,742,409.10   iFT  0.99979856   +1 21 21.4
 DD3586;SPC NC       -    11,083.752   650,865.369   MT  1.00016923   +0 15 26.3
 DD3586;SPC NC       -    36,363.94  2,135,380.80   sFT  1.00016923   +0 15 26.3
 DD3586;UTM  17      - 3,748,112.867   726,288.763   MT  1.00023130   +1 21 46.5
 DD3586
 DD3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD3586!SPC SC       -   1.00000478  x   0.99979856  =   0.99980334
 DD3586!SPC NC       -   1.00000478  x   1.00016923  =   1.00017401
 DD3586!UTM  17      -   1.00000478  x   1.00023130  =   1.00023608
 DD3586
 DD3586|---------------------------------------------------------------------|
 DD3586| PID    Reference Object                     Distance      Geod. Az  |
 DD3586|                                                           dddmmss.s |
 DD3586| DD4424 LARSEN                               39.927 METERS 10913     |
 DD3586| DD3585 5975                                457.107 METERS 2815527.0 |
 DD3586|---------------------------------------------------------------------|
 DD3586
 DD3586                          SUPERSEDED SURVEY CONTROL
 DD3586
 DD3586  NAD 83(1995)-  33 50 56.66121(N)    078 33 15.14031(W) AD(       ) 2
 DD3586  ELLIP H (12/20/99)  -30.48   (m)                       GP(       ) 4 1
 DD3586  NAD 83(1986)-  33 50 56.67020(N)    078 33 15.14766(W) AD(       ) 2
 DD3586  NAD 83(1986)-  33 50 56.66988(N)    078 33 15.15102(W) AD(       ) 3
 DD3586  NGVD 29 (05/09/91)    5.139  (m)           16.86   (f) ADJUSTED    1 2
 DD3586
 DD3586.Superseded values are not recommended for survey control.
 DD3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD3586.See file dsdata.txt to determine how the superseded data were derived.
 DD3586
 DD3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2628948113(NAD 83)
 DD3586_MARKER: DD = SURVEY DISK
 DD3586_SETTING: 0 = UNSPECIFIED SETTING
 DD3586_STAMPING: 5995 1987
 DD3586_MARK LOGO: SCCC  
 DD3586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD3586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD3586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD3586+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1990
 DD3586
 DD3586  HISTORY     - Date     Condition        Report By
 DD3586  HISTORY     - 1987     MONUMENTED       SCCC
 DD3586  HISTORY     - 19900506 GOOD             NGS
 DD3586  HISTORY     - 19900920 GOOD             NGS
 DD3586  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD3586  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD3586
 DD3586                          STATION DESCRIPTION
 DD3586
 DD3586'DESCRIBED BY SOUTH CAROLINA COASTAL COUNCIL 1987
 DD3586'THE STATION IS LOCATED ON WAITERS ISLAND.  TO REACH THE STATION FROM
 DD3586'THE MAINLAND TILGHMAN PROPERTY, CONTINUE ALONG THE DIRT ROAD ACROSS
 DD3586'THE CAUSEWAY TO THE BEACH, CONTINUE NORTHEAST ALONG THE BEACH FOR
 DD3586'(1.85 MI) TO THE STATION ON THE LEFT, LOCATED AT THE TOP OF THE DUNE.
 DD3586'THE STATION IS A STANDARD BRASS CAP ATTACHED TO A 2-INCH PVC PIPE,
 DD3586'WHICH IS SET INSIDE OF A 6-INCH PVC PIPE SURROUNDED BY CONCRETE AND
 DD3586'PROJECTING (0.3 FT) ABOVE THE SURFACE OF THE GROUND.
 DD3586
 DD3586                          STATION RECOVERY (1990)
 DD3586
 DD3586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3586'1.0 KM (0.62 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 (SEA MOUNTAIN
 DD3586'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 90 IN CHERRY GROVE BEACH,
 DD3586'THENCE 5.4 KM (3.36 MI) NORTHEASTERLY ALONG STATE ROAD S-22-236
 DD3586'(LITTLE RIVER NECK ROAD), THENCE 0.6 KM (0.37 MI) NORTHEASTERLY ALONG
 DD3586'A PRIVATE SAND ROAD, THENCE 1.5 KM (0.93 MI) SOUTHEASTERLY ALONG A
 DD3586'SAND ROAD, THENCE 3.1 KM (1.93 MI) NORTHERLY ALONG THE BEACH, 59.9 M
 DD3586'(196.52 FT) NORTHEAST OF THE HIGH WATER LINE, 40.2 M (131.89 FT)
 DD3586'WEST-NORTHWEST OF GPS STATION LARSEN, AND ON THE HIGHEST SAND DUNE AT
 DD3586'THE SOUTHEAST END OF WAITERS ISLAND.  NOTE--THE DISK IS AFFIXED TO A
 DD3586'24-INCH SECTION OF 2-INCH PVC PIPE ENCASED IN A 6-INCH PVC PIPE
 DD3586'SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND SURFACE.
 DD3586
 DD3586                          STATION RECOVERY (1990)
 DD3586
 DD3586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD3586'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTHEAST OF CHERRY
 DD3586'GROVE, 0.95 KM (0.59 MI) SOUTHWEST OF THE NORTH CAROLINA STATE LINE
 DD3586'AND ON WAITERS ISLAND ON STATE PROPERTY.
 DD3586'OWNERSHIP--SCHDPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA,
 DD3586'SC 29202, PHONE 803-737-1314.
 DD3586'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 90 AT
 DD3586'THE NORTH EDGE OF CHERRY GROVE BEACH, GO SOUTHEAST FOR 0.88 KM
 DD3586'(0.55 MI) ON STATE HIGHWAY 9 (SEA MOUNTAIN HIGHWAY) TO A FORK,
 DD3586'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 9 FOR 0.08 KM (0.05 MI) TO
 DD3586'JUNCTION OF S-22-236 (LITTLE RIVER NECK ROAD) ON THE LEFT.  TURN LEFT
 DD3586'AND GO NORTHEAST FOR 5.4 KM (3.4 MI) TO THE END OF PAVEMENT AT
 DD3586'TILGHMAN POINT, CONTINUE AHEAD, PASSING THRU A WHITE WOODEN GATE,
 DD3586'ONTO A SAND ROAD ON PRIVATE PROPERTY FOR 0.64 KM (0.40 MI) TO THE
 DD3586'JUNCTION OF A SAND ROAD.  TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.52
 DD3586'KM (0.94 MI) TO THE ATLANTIC OCEAN, TURN LEFT AND GO 3.12 KM
 DD3586'(1.94 MI) , TURN LEFT AND GO 0.08 KM (0.05 MI) TO THE MARK ON TOP OF
 DD3586'THE HIGHEST SAND DUNE AT THE SOUTHEAST END OF WAITERS ISLAND.
 DD3586'THE STATION IS A SOUTH CAROLINA COASTAL COUNCIL DISK SET IN TOP OF A
 DD3586'PREFABRICATED ALUMINUM PIPE SET INTO CONCRETE AND INSIDE A PVC PIPE.
 DD3586'LOCATED 59.9 M (196.5 FT) NORTHEAST OF THE HIGH WATER LINE OF AN
 DD3586'INLET AND 40.2 M (131.9 FT) WEST-NORTHWEST OF LARSEN 1990.
 DD3586
 DD3586                          STATION RECOVERY (1999)
 DD3586
 DD3586'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD3586'MARK NOT FOUND.
 DD3586
 DD3586                          STATION RECOVERY (2004)
 DD3586
 DD3586'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD3586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3582 ***********************************************************************
 AE3582  SACS        -  This is a Secondary Airport Control Station.
 AE3582  DESIGNATION -  5J9 A
 AE3582  PID         -  AE3582
 AE3582  STATE/COUNTY-  SC/HORRY
 AE3582  USGS QUAD   -  GORETOWN (1975)
 AE3582
 AE3582                         *CURRENT SURVEY CONTROL
 AE3582  ___________________________________________________________________
 AE3582* NAD 83(2001)-  34 05 17.77953(N)    078 51 50.79183(W)     ADJUSTED  
 AE3582* NAVD 88     -        29.67   (meters)      97.3    (feet)  GPS OBS   
 AE3582  ___________________________________________________________________
 AE3582  X           -   1,021,262.629 (meters)                     COMP
 AE3582  Y           -  -5,188,214.018 (meters)                     COMP
 AE3582  Z           -   3,554,557.154 (meters)                     COMP
 AE3582  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 AE3582  ELLIP HEIGHT-          -4.72  (meters)          (02/10/03) GPS OBS
 AE3582  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AE3582
 AE3582  HORZ ORDER  -  FIRST
 AE3582  ELLP ORDER  -  FOURTH    CLASS II
 AE3582
 AE3582.This mark is at Twin City Airport (5J9)
 AE3582
 AE3582.The horizontal coordinates were established by GPS observations
 AE3582.and adjusted by the National Geodetic Survey in February 2003..
 AE3582
 AE3582.The orthometric height was determined by GPS observations and a
 AE3582.high-resolution geoid model.
 AE3582
 AE3582.GPS derived orthometric heights for airport stations designated as
 AE3582.PACS or SACS are published to 2 decimal places.  This maintains
 AE3582.centimeter relative accuracy between the PACS and SACS.  It does
 AE3582.not indicate centimeter accuracy relative to other marks which are
 AE3582.part of the NAVD 88 network.
 AE3582
 AE3582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3582
 AE3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3582
 AE3582.The ellipsoidal height was determined by GPS observations
 AE3582.and is referenced to NAD 83.
 AE3582
 AE3582.The geoid height was determined by GEOID03.
 AE3582
 AE3582;                    North         East     Units Scale Factor Converg.
 AE3582;SPC SC       -   252,101.134   806,670.053   MT  0.99982030   +1 11 02.9
 AE3582;SPC SC       -   827,103.46  2,646,555.29   iFT  0.99982030   +1 11 02.9
 AE3582;UTM  17      - 3,774,002.653   697,057.763   MT  1.00007870   +1 11 51.0
 AE3582
 AE3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3582!SPC SC       -   1.00000074  x   0.99982030  =   0.99982104
 AE3582!UTM  17      -   1.00000074  x   1.00007870  =   1.00007944
 AE3582
 AE3582:                Primary Azimuth Mark                     Grid Az
 AE3582:SPC SC       -  TWINPORT                                 252 47 06.8
 AE3582:UTM  17      -  TWINPORT                                 252 46 18.7
 AE3582
 AE3582|---------------------------------------------------------------------|
 AE3582| PID    Reference Object                     Distance      Geod. Az  |
 AE3582|                                                           dddmmss.s |
 AE3582| EB3087 TWINPORT                            APPROX. 0.5 KM 2535809.7 |
 AE3582|---------------------------------------------------------------------|
 AE3582
 AE3582                          SUPERSEDED SURVEY CONTROL
 AE3582
 AE3582  NAD 83(1995)-  34 05 17.77958(N)    078 51 50.79219(W) AD(       ) 1
 AE3582  ELLIP H (09/29/97)   -4.73   (m)                       GP(       ) 4 2
 AE3582
 AE3582.Superseded values are not recommended for survey control.
 AE3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3582.See file dsdata.txt to determine how the superseded data were derived.
 AE3582
 AE3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9705874003(NAD 83)
 AE3582_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3582_STAMPING: 5J9 A 1996
 AE3582_MARK LOGO: NGS   
 AE3582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3582+STABILITY: SURFACE MOTION
 AE3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3582+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1997
 AE3582
 AE3582  HISTORY     - Date     Condition        Report By
 AE3582  HISTORY     - 1996     MONUMENTED       SCGS
 AE3582  HISTORY     - 19971209 GOOD             NGS
 AE3582
 AE3582                          STATION DESCRIPTION
 AE3582
 AE3582'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3582'STATION IS LOCATED 2.6 MILES (4.2 KM) NORTHEAST OF LORIS, 20.3 MILES
 AE3582'(32.7 KM) NORTHEAST OF CONWAY.  OWNERSHIP--TWIN CITY AIRPORT, TO REACH
 AE3582'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S. HIGHWAY 701,
 AE3582'2.0 MILES (3.2 KM) NORTH NORTHEAST OF LORIS, GO NORTH ON HIGHWAY 701
 AE3582'FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 665 (AIRPORT
 AE3582'ROAD) , TURN RIGHT ON ROAD 665 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION
 AE3582'OF STATE ROAD 1239 (TORY HILL ROAD) , TURN LEFT ON ROAD 1239 FOR 0.05
 AE3582'MILE (0.08 KM) TO A PAVED DRIVE RIGHT, TURN RIGHT ON PAVED DRIVE FOR
 AE3582'0.05 MILE (0.08 KM) TO THE SECOND TAXIWAY RIGHT, TURN RIGHT ON TAXIWAY
 AE3582'FOR 0.05 MILE (0.08 KM) CROSSING RUNWAY, TURN LEFT ON RUNWAY FOR 0.35
 AE3582'MILE (0.56 KM) TO THE STATION ON THE RIGHT AT THE EXTENDED CENTER OF
 AE3582'TROTTER RIDGE ROAD.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 AE3582'CM) AND LEVEL WITH THE RUNWAY, 118.5 FEET (36.1 M) SOUTH OF THE CENTER
 AE3582'OF THE RUNWAY, 99.6 FEET (30.4 M) SOUTHEAST OF A RUNWAY LIGHT, 195.5
 AE3582'FEET (59.6 M) SOUTHWEST OF A RUNWAY LIGHT, 8.3 FEET (2.5 M) NORTH
 AE3582'NORTHWEST OF A WITNESS POST IN THE FENCE LINE.  THIS STATION IS
 AE3582'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.  DESCRIBED BY R.W.
 AE3582'ROBERTS.
 AE3582
 AE3582                          STATION RECOVERY (1997)
 AE3582
 AE3582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AE3582'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1474 ***********************************************************************
 DE1474  DESIGNATION -  6
 DE1474  PID         -  DE1474
 DE1474  STATE/COUNTY-  SC/BERKELEY
 DE1474  USGS QUAD   -  CHICORA (1987)
 DE1474
 DE1474                         *CURRENT SURVEY CONTROL
 DE1474  ___________________________________________________________________
 DE1474* NAD 83(1986)-  33 16 01.     (N)    080 06 22.     (W)     SCALED    
 DE1474* NAVD 88     -        22.932  (meters)      75.24   (feet)  ADJUSTED  
 DE1474  ___________________________________________________________________
 DE1474  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DE1474  DYNAMIC HT  -          22.908 (meters)      75.16  (feet)  COMP
 DE1474  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 DE1474
 DE1474  VERT ORDER  -  FIRST     CLASS II
 DE1474
 DE1474.The horizontal coordinates were scaled from a topographic map and have
 DE1474.an estimated accuracy of +/- 6 seconds.
 DE1474
 DE1474.The orthometric height was determined by differential leveling
 DE1474.and adjusted by the National Geodetic Survey in June 1991..
 DE1474
 DE1474.The geoid height was determined by GEOID03.
 DE1474
 DE1474.The dynamic height is computed by dividing the NAVD 88
 DE1474.geopotential number by the normal gravity value computed on the
 DE1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1474.degrees latitude (g = 980.6199 gals.).
 DE1474
 DE1474.The modeled gravity was interpolated from observed gravity values.
 DE1474
 DE1474;                    North         East    Units  Estimated Accuracy
 DE1474;SPC SC       -   159,340.      692,870.      MT  (+/- 180 meters Scaled)
 DE1474
 DE1474                          SUPERSEDED SURVEY CONTROL
 DE1474
 DE1474  NGVD 29 (03/21/89)   23.230  (m)           76.21   (f) ADJUSTED    1 2
 DE1474
 DE1474.Superseded values are not recommended for survey control.
 DE1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1474.See file dsdata.txt to determine how the superseded data were derived.
 DE1474
 DE1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS832812(NAD 83)
 DE1474_MARKER: DB = BENCH MARK DISK
 DE1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1474_SP_SET: CONCRETE POST
 DE1474_STAMPING: 1977 - NO. 6
 DE1474_MARK LOGO: SCSC  
 DE1474_PROJECTION: FLUSH
 DE1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1474+STABILITY: SURFACE MOTION
 DE1474
 DE1474  HISTORY     - Date     Condition        Report By
 DE1474  HISTORY     - 1977     MONUMENTED       SCSC
 DE1474  HISTORY     - 1985     GOOD             SCGS
 DE1474
 DE1474                          STATION DESCRIPTION
 DE1474
 DE1474'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1474'7.9 KM (4.9 MI) SOUTH FROM CROSS.
 DE1474'6.4 KILOMETERS (4.0 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1474'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, THENCE 6.3
 DE1474'KILOMETERS (3.9 MILES) EASTERLY ALONG STATE HIGHWAY 6, SET NEAR A
 DE1474'WOODEN SIGN (HATCHERY WATERFOWL MANAGEMENT AREA) IN THE EAST ANGLE OF
 DE1474'COUNTY ROAD S-8-802, 19.05 METERS (62.5 FEET) NORTH-NORTHEAST OF THE
 DE1474'CENTERLINE OF THE HIGHWAY, 13.0 METERS (42.65 FEET) SOUTHEAST OF THE
 DE1474'APPROXIMATE CENTER OF THE COUNTY ROAD, 14.7 METERS (48.23 FEET)
 DE1474'NORTH-NORTHWEST OF A POWER POLE.
 DE1474'THE MARK IS 0.20 METERS  NW FROM A WITNESS POST.
 DE1474'THE MARK IS 0.90 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1821 ***********************************************************************
 AB1821  DESIGNATION -  6 001
 AB1821  PID         -  AB1821
 AB1821  STATE/COUNTY-  SC/BARNWELL
 AB1821  USGS QUAD   -  WILLISTON (1989)
 AB1821
 AB1821                         *CURRENT SURVEY CONTROL
 AB1821  ___________________________________________________________________
 AB1821* NAD 83(2001)-  33 24 22.25685(N)    081 26 31.75484(W)     ADJUSTED  
 AB1821* NAVD 88     -       115.206  (meters)     377.97   (feet)  ADJUSTED  
 AB1821  ___________________________________________________________________
 AB1821  X           -     793,127.372 (meters)                     COMP
 AB1821  Y           -  -5,270,533.854 (meters)                     COMP
 AB1821  Z           -   3,491,698.936 (meters)                     COMP
 AB1821  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AB1821  ELLIP HEIGHT-          84.24  (meters)          (03/13/03) GPS OBS
 AB1821  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 AB1821  DYNAMIC HT  -         115.081 (meters)     377.56  (feet)  COMP
 AB1821  MODELED GRAV-     979,552.2   (mgal)                       NAVD 88
 AB1821
 AB1821  HORZ ORDER  -  FIRST
 AB1821  VERT ORDER  -  SECOND    CLASS I
 AB1821  ELLP ORDER  -  FOURTH    CLASS II
 AB1821
 AB1821.The horizontal coordinates were established by GPS observations
 AB1821.and adjusted by the National Geodetic Survey in March 2003..
 AB1821
 AB1821.The orthometric height was determined by differential leveling
 AB1821.and adjusted by the National Geodetic Survey in September 1998..
 AB1821
 AB1821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1821
 AB1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1821
 AB1821.The ellipsoidal height was determined by GPS observations
 AB1821.and is referenced to NAD 83.
 AB1821
 AB1821.The geoid height was determined by GEOID03.
 AB1821
 AB1821.The dynamic height is computed by dividing the NAVD 88
 AB1821.geopotential number by the normal gravity value computed on the
 AB1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1821.degrees latitude (g = 980.6199 gals.).
 AB1821
 AB1821.The modeled gravity was interpolated from observed gravity values.
 AB1821
 AB1821;                    North         East     Units Scale Factor Converg.
 AB1821;SPC SC       -   174,511.789   568,477.830   MT  0.99980414   -0 14 42.5
 AB1821;SPC SC       -   572,545.24  1,865,084.74   iFT  0.99980414   -0 14 42.5
 AB1821;UTM  17      - 3,696,405.183   458,885.939   MT  0.99962084   -0 14 36.4
 AB1821
 AB1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1821!SPC SC       -   0.99998677  x   0.99980414  =   0.99979092
 AB1821!UTM  17      -   0.99998677  x   0.99962084  =   0.99960762
 AB1821
 AB1821                          SUPERSEDED SURVEY CONTROL
 AB1821
 AB1821  NAD 83(1986)-  33 24 22.26700(N)    081 26 31.75337(W) AD(       ) 1
 AB1821  NAD 83(1995)-  33 24 22.25751(N)    081 26 31.75437(W) AD(       ) 1
 AB1821  ELLIP H (11/18/02)   84.26   (m)                       GP(       ) 4 2
 AB1821  NAVD 88 (11/18/02)  115.21   (m)          378.0    (f) LEVELING    3  
 AB1821
 AB1821.Superseded values are not recommended for survey control.
 AB1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1821.See file dsdata.txt to determine how the superseded data were derived.
 AB1821
 AB1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5888696405(NAD 83)
 AB1821_MARKER: DD = SURVEY DISK
 AB1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1821_STAMPING: 6 001 1994
 AB1821_MARK LOGO: SCGS  
 AB1821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1821+STABILITY: SURFACE MOTION
 AB1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1821+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 AB1821
 AB1821  HISTORY     - Date     Condition        Report By
 AB1821  HISTORY     - 1994     MONUMENTED       SCGS
 AB1821  HISTORY     - 20001121 GOOD             SCGS
 AB1821
 AB1821                          STATION DESCRIPTION
 AB1821
 AB1821'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1821'STATION IS LOCATED NEAR THE WESTERN EDGE OF WILLISTON.
 AB1821'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1821'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1821'NORTHWEST JUNCTION OF U.S.  HIGHWAY 78 (MAIN STREET) AND STATE HIGHWAY
 AB1821'39 (ROSEMARY STREET) IN WILLISTON, GO WEST NORTHWEST ON HIGHWAY 78 FOR
 AB1821'1.05 MILES (1.69 KM) TO THE STATION NEAR A TELEPHONE JUNCTION BOX IN
 AB1821'THE EAST ANGLE OF THE JUNCTION OF STATE ROAD 279 (SUNNIFIELD DRIVE) .
 AB1821'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 AB1821'CM) BELOW THE HIGHWAY, 11.7 FEET (3.6 M) SOUTH SOUTHEAST OF THE
 AB1821'SUPPORT POLE FOR THE TELEPHONE JUNCTION BOX C/31, 34.3 FEET (10.5 M)
 AB1821'SOUTHEAST OF THE CENTER OF THE ROAD, 45.6 FEET (13.9 M) NORTH
 AB1821'NORTHEAST OF THE CENTER OF THE HIGHWAY, 8.5 FEET (2.6 M) NORTH
 AB1821'NORTHEAST OF THE NORTH EDGE OF THE HIGHWAY SIDEWALK, 98.0 FEET (29.9
 AB1821'M) SOUTH SOUTHWEST OF A POWER POLE 555/56724/C/31R/1 WITH A
 AB1821'TRANSFORMER AND A GUY WIRE.  DESCRIBED BY D.D.  WOODS.
 AB1821
 AB1821                          STATION RECOVERY (2000)
 AB1821
 AB1821'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AB1821'STATION IS LOCATED 1.2 MILES (1.9 KM) EAST OF WILLISTON, 11.2 MILES
 AB1821'(18.0 KM) NORTHWEST OF BARNWELL.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1821'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1821'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB1821'78 (CHURCH STREET) AND STATE HIGHWAY 39 IN WILLISTON, GO WEST ON
 AB1821'HIGHWAY 78 FOR 1.0 MILE (1.6 KM) TO THE STATION ON THE RIGHT NEAR A
 AB1821'TELEPHONE JUNCTION BOX IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD
 AB1821'279 (SUNNIFIELD DRIVE) .  STATION IS A CONCRETE POST FLUSH WITH THE
 AB1821'GROUND AND LEVEL WITH A SIDEWALK, 45.8 FEET (14.0 M) NORTHEAST OF THE
 AB1821'CENTER OF THE HIGHWAY, 34.4 FEET (10.5 M) SOUTHEAST OF THE CENTER OF
 AB1821'THE ROAD, 9.2 FEET (2.8 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 AB1821'SIDEWALK, 11.2 FEET (3.4 M) SOUTH OF THE TELEPHONE JUNCTION BOX, 31.1
 AB1821'FEET (9.5 M) SOUTHWEST OF THE CENTER OF A SAND FIELD ACCESS ROAD.
 AB1821'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1822 ***********************************************************************
 AB1822  DESIGNATION -  6 002
 AB1822  PID         -  AB1822
 AB1822  STATE/COUNTY-  SC/BARNWELL
 AB1822  USGS QUAD   -  WILLISTON (1989)
 AB1822
 AB1822                         *CURRENT SURVEY CONTROL
 AB1822  ___________________________________________________________________
 AB1822* NAD 83(1986)-  33 23 44.     (N)    081 24 58.     (W)     SCALED    
 AB1822* NAVD 88     -        97.424  (meters)     319.63   (feet)  ADJUSTED  
 AB1822  ___________________________________________________________________
 AB1822  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AB1822  DYNAMIC HT  -          97.318 (meters)     319.28  (feet)  COMP
 AB1822  MODELED GRAV-     979,552.0   (mgal)                       NAVD 88
 AB1822
 AB1822  VERT ORDER  -  SECOND    CLASS I
 AB1822
 AB1822.The horizontal coordinates were scaled from a topographic map and have
 AB1822.an estimated accuracy of +/- 6 seconds.
 AB1822
 AB1822.The orthometric height was determined by differential leveling
 AB1822.and adjusted by the National Geodetic Survey in September 1998..
 AB1822
 AB1822.The geoid height was determined by GEOID03.
 AB1822
 AB1822.The dynamic height is computed by dividing the NAVD 88
 AB1822.geopotential number by the normal gravity value computed on the
 AB1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1822.degrees latitude (g = 980.6199 gals.).
 AB1822
 AB1822.The modeled gravity was interpolated from observed gravity values.
 AB1822
 AB1822;                    North         East    Units  Estimated Accuracy
 AB1822;SPC SC       -   173,320.      570,900.      MT  (+/- 180 meters Scaled)
 AB1822
 AB1822                          SUPERSEDED SURVEY CONTROL
 AB1822
 AB1822.No superseded survey control is available for this station.
 AB1822
 AB1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS613952(NAD 83)
 AB1822_MARKER: DD = SURVEY DISK
 AB1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1822_STAMPING: 6 002 1994
 AB1822_MARK LOGO: SCGS  
 AB1822_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1822+STABILITY: SURFACE MOTION
 AB1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1822+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1822
 AB1822  HISTORY     - Date     Condition        Report By
 AB1822  HISTORY     - 1994     MONUMENTED       SCGS
 AB1822
 AB1822                          STATION DESCRIPTION
 AB1822
 AB1822'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1822'STATION IS LOCATED IN WILLISTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AB1822'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AB1822'803-737-1350.  TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF
 AB1822'U.S.  HIGHWAY 78 (MAIN STREET) AND STATE HIGHWAY 39 (ELKO STREET) IN
 AB1822'WILLISTON, GO SOUTHEAST ON HIGHWAY 78 FOR 0.5 MILE (0.8 KM) TO THE
 AB1822'JUNCTION OF STATE ROAD 216 (WARREN STREET) , TURN RIGHT ON ROAD 216
 AB1822'FOR 0.2 MILE (0.3 KM) TO THE STATION IN THE NORTH ANGLE OF THE
 AB1822'JUNCTION OF STATE ROAD 113 (BARNWELL ROAD) .  STATION IS A CONCRETE
 AB1822'POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH ROAD 216, 56.5 FEET
 AB1822'(17.2 M) EAST NORTHEAST OF THE CENTER OF ROAD 113, 25.6 FEET (7.8 M)
 AB1822'NORTHWEST OF THE CENTER OF ROAD 216, 23.2 FEET (7.1 M) NORTH NORTHEAST
 AB1822'OF A POWER POLE WITH A GUY WIRE AND A STREET LIGHT, 51.2 FEET (15.6 M)
 AB1822'WEST NORTHWEST OF A FIRE HYDRANT, 25.0 FEET (7.6 M) EAST NORTHEAST OF
 AB1822'THE EAST EDGE OF A SIDEWALK ALONG ROAD 113, 21.8 FEET (6.6 M) EAST
 AB1822'NORTHEAST OF A WITNESS POST.  DESCRIBED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1823 ***********************************************************************
 AB1823  DESIGNATION -  6 003
 AB1823  PID         -  AB1823
 AB1823  STATE/COUNTY-  SC/BARNWELL
 AB1823  USGS QUAD   -  WILLISTON (1989)
 AB1823
 AB1823                         *CURRENT SURVEY CONTROL
 AB1823  ___________________________________________________________________
 AB1823* NAD 83(1986)-  33 23 29.     (N)    081 24 03.     (W)     SCALED    
 AB1823* NAVD 88     -       108.087  (meters)     354.62   (feet)  ADJUSTED  
 AB1823  ___________________________________________________________________
 AB1823  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AB1823  DYNAMIC HT  -         107.970 (meters)     354.23  (feet)  COMP
 AB1823  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 AB1823
 AB1823  VERT ORDER  -  SECOND    CLASS I
 AB1823
 AB1823.The horizontal coordinates were scaled from a topographic map and have
 AB1823.an estimated accuracy of +/- 6 seconds.
 AB1823
 AB1823.The orthometric height was determined by differential leveling
 AB1823.and adjusted by the National Geodetic Survey in September 1998..
 AB1823
 AB1823.The geoid height was determined by GEOID03.
 AB1823
 AB1823.The dynamic height is computed by dividing the NAVD 88
 AB1823.geopotential number by the normal gravity value computed on the
 AB1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1823.degrees latitude (g = 980.6199 gals.).
 AB1823
 AB1823.The modeled gravity was interpolated from observed gravity values.
 AB1823
 AB1823;                    North         East    Units  Estimated Accuracy
 AB1823;SPC SC       -   172,860.      572,310.      MT  (+/- 180 meters Scaled)
 AB1823
 AB1823                          SUPERSEDED SURVEY CONTROL
 AB1823
 AB1823.No superseded survey control is available for this station.
 AB1823
 AB1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS627947(NAD 83)
 AB1823_MARKER: DD = SURVEY DISK
 AB1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1823_STAMPING: 6 003 1994
 AB1823_MARK LOGO: SCGS  
 AB1823_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1823+STABILITY: SURFACE MOTION
 AB1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1823+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB1823
 AB1823  HISTORY     - Date     Condition        Report By
 AB1823  HISTORY     - 1994     MONUMENTED       SCGS
 AB1823
 AB1823                          STATION DESCRIPTION
 AB1823
 AB1823'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AB1823'STATION IS LOCATED NEAR THE SOUTHEASTERN EDGE OF WILLISTON.
 AB1823'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AB1823'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AB1823'SOUTHEAST JUNCTION OF U.S.  HIGHWAY 78 (MAIN STREET) AND STATE HIGHWAY
 AB1823'39 (ELKO STREET) IN WILLISTON, GO SOUTHEAST ON HIGHWAY 78 FOR 1.35
 AB1823'MILES (2.17 KM) TO THE STATION ON THE LEFT AT THE EXTENDED CENTER OF
 AB1823'STATE ROAD 774.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AB1823'LEVEL WITH THE HIGHWAY, 68.3 FEET (20.8 M) NORTHEAST OF THE CENTER OF
 AB1823'THE HIGHWAY, 107.5 FEET (32.8 M) NORTH NORTHEAST OF A POWER POLE
 AB1823'NUMBER 325359 WITH A GUY WIRE AND A TRANSFORMER, 60.2 FEET (18.3 M)
 AB1823'EAST OF A SUPPORT POLE FOR A TELEPHONE JUNCTION BOX M/41, 10.4 FEET
 AB1823'(3.2 M) SOUTH SOUTHWEST OF A WITNESS POST.  DESCRIBED BY D.D.  WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0028 ***********************************************************************
 DF0028  DESIGNATION -  6 125 A AND B
 DF0028  PID         -  DF0028
 DF0028  STATE/COUNTY-  SC/MCCORMICK
 DF0028  USGS QUAD   -  PLUM BRANCH (1986)
 DF0028
 DF0028                         *CURRENT SURVEY CONTROL
 DF0028  ___________________________________________________________________
 DF0028* NAD 83(1986)-  33 49 41.     (N)    082 15 19.     (W)     SCALED    
 DF0028* NAVD 88     -       130.57   (+/-2cm)     428.4    (feet)  VERTCON   
 DF0028  ___________________________________________________________________
 DF0028  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DF0028
 DF0028  VERT ORDER  -  ? (See Below)
 DF0028
 DF0028.The horizontal coordinates were scaled from a topographic map and have
 DF0028.an estimated accuracy of +/- 6 seconds.
 DF0028
 DF0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0028.The vertical order pertains to the NGVD 29 superseded value.
 DF0028
 DF0028.The geoid height was determined by GEOID03.
 DF0028
 DF0028;                    North         East    Units  Estimated Accuracy
 DF0028;SPC SC       -   221,910.      493,430.      MT  (+/- 180 meters Scaled)
 DF0028
 DF0028                          SUPERSEDED SURVEY CONTROL
 DF0028
 DF0028  NGVD 29 (??/??/92)  130.774  (m)          429.05   (f) ADJ UNCH    ?  
 DF0028
 DF0028.Superseded values are not recommended for survey control.
 DF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0028.See file dsdata.txt to determine how the superseded data were derived.
 DF0028
 DF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT838438(NAD 83)
 DF0028_MARKER: S = SPIKE
 DF0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0028_SP_SET: TREE
 DF0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0028
 DF0028  HISTORY     - Date     Condition        Report By
 DF0028  HISTORY     - UNK      MONUMENTED       SCHD
 DF0028  HISTORY     - 1934     MARK NOT FOUND   NGS
 DF0028
 DF0028                          STATION DESCRIPTION
 DF0028
 DF0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DF0028'1.5 MI S FROM PLUM BRANCH.
 DF0028'1.5 MILES SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 DF0028'FROM PLUM BRANCH, MC CORMICK COUNTY 46 FEET NORTH OF MILEPOST
 DF0028'36, 50 FEET EAST OF THE EAST RAIL, AND IN THE SIDE OF A 6-INCH
 DF0028'PINE TREE.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0310 ***********************************************************************
 ED0310  DESIGNATION -  6 805
 ED0310  PID         -  ED0310
 ED0310  STATE/COUNTY-  SC/ABBEVILLE
 ED0310  USGS QUAD   -  CALHOUN FALLS (1985)
 ED0310
 ED0310                         *CURRENT SURVEY CONTROL
 ED0310  ___________________________________________________________________
 ED0310* NAD 83(1986)-  34 07 24.     (N)    082 35 46.     (W)     SCALED    
 ED0310* NAVD 88     -       182.29   (+/-2cm)     598.1    (feet)  VERTCON   
 ED0310  ___________________________________________________________________
 ED0310  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 ED0310
 ED0310  VERT ORDER  -  ? (See Below)
 ED0310
 ED0310.The horizontal coordinates were scaled from a topographic map and have
 ED0310.an estimated accuracy of +/- 6 seconds.
 ED0310
 ED0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0310.The vertical order pertains to the NGVD 29 superseded value.
 ED0310
 ED0310.The geoid height was determined by GEOID03.
 ED0310
 ED0310;                    North         East    Units  Estimated Accuracy
 ED0310;SPC SC       -   255,090.      462,390.      MT  (+/- 180 meters Scaled)
 ED0310
 ED0310                          SUPERSEDED SURVEY CONTROL
 ED0310
 ED0310  NGVD 29 (??/??/92)  182.438  (m)          598.55   (f) ADJ UNCH    ?  
 ED0310
 ED0310.Superseded values are not recommended for survey control.
 ED0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0310.See file dsdata.txt to determine how the superseded data were derived.
 ED0310
 ED0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT528769(NAD 83)
 ED0310_MARKER: S = SPIKE
 ED0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0310_SP_SET: TREE
 ED0310_PROJECTION: FLUSH
 ED0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0310
 ED0310  HISTORY     - Date     Condition        Report By
 ED0310  HISTORY     - UNK      MONUMENTED       SCHD
 ED0310  HISTORY     - 1933     GOOD             NGS
 ED0310  HISTORY     - 19970611 MARK NOT FOUND   SCGS
 ED0310
 ED0310                          STATION DESCRIPTION
 ED0310
 ED0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0310'0.6 MI S FROM LATIMER.
 ED0310'0.6 MILE SOUTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 ED0310'FROM LATIMER, ABBEVILLE COUNTY, 733 FEET SOUTH OF MILEPOST 70,
 ED0310'BETWEEN THE TRACK AND STATE HIGHWAY 82, 43 FEET EAST OF THE EAST
 ED0310'RAIL, 12 FEET SOUTH OF THE CENTERLINE OF A COUNTRY ROAD, AND IN
 ED0310'A 6-INCH SOURWOOD TREE STUMP.  A RAILROAD SPIKE.
 ED0310
 ED0310                          STATION RECOVERY (1997)
 ED0310
 ED0310'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED0310'NOT RECOVERED, MEASUREMENTS AND MILEAGE LED TO AN AREA WITH REMOVED
 ED0310'RAILROAD TRACKS, PRESUMED DESTROYED, SEARCHED 10 MINUTES.  RECOVERY BY
 ED0310'R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3660 ***********************************************************************
 CK3660  DESIGNATION -  6 A USE 1933
 CK3660  PID         -  CK3660
 CK3660  STATE/COUNTY-  SC/BEAUFORT
 CK3660  USGS QUAD   -  BEAUFORT (1998)
 CK3660
 CK3660                         *CURRENT SURVEY CONTROL
 CK3660  ___________________________________________________________________
 CK3660* NAD 83(2001)-  32 29 10.14623(N)    080 41 10.00779(W)     ADJUSTED  
 CK3660* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 CK3660  ___________________________________________________________________
 CK3660  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CK3660  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK3660
 CK3660  HORZ ORDER  -  THIRD
 CK3660
 CK3660.The horizontal coordinates were established by classical geodetic methods
 CK3660.and adjusted by the National Geodetic Survey in March 2004..
 CK3660
 CK3660.The orthometric height was scaled from a topographic map.
 CK3660
 CK3660.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3660
 CK3660.The geoid height was determined by GEOID03.
 CK3660
 CK3660;                    North         East     Units Scale Factor Converg.
 CK3660;SPC SC       -    72,445.894   639,102.676   MT  1.00000491   +0 10 26.5
 CK3660;SPC SC       -   237,683.38  2,096,793.56   iFT  1.00000491   +0 10 26.5
 CK3660;UTM  17      - 3,594,367.405   529,490.839   MT  0.99961072   +0 10 06.9
 CK3660
 CK3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3660!SPC SC       -   1.00000470  x   1.00000491  =   1.00000961
 CK3660!UTM  17      -   1.00000470  x   0.99961072  =   0.99961542
 CK3660
 CK3660                          SUPERSEDED SURVEY CONTROL
 CK3660
 CK3660  NAD 83(1986)-  32 29 10.15333(N)    080 41 10.01213(W) AD(       ) 3
 CK3660  NAD 27      -  32 29 09.48000(N)    080 41 10.63000(W) AD(       ) 3
 CK3660
 CK3660.Superseded values are not recommended for survey control.
 CK3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3660.See file dsdata.txt to determine how the superseded data were derived.
 CK3660
 CK3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2949194367(NAD 83)
 CK3660_MARKER: DS = TRIANGULATION STATION DISK
 CK3660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK3660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3660+STABILITY: SURFACE MOTION
 CK3660
 CK3660  HISTORY     - Date     Condition        Report By
 CK3660  HISTORY     - 1933     MONUMENTED       CGS
 CK3660  HISTORY     - 1955     GOOD             CGS
 CK3660
 CK3660                          STATION DESCRIPTION
 CK3660
 CK3660'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 CK3660'THIS IS A STATION ON THE U.S. ENGRS. TRAVERSE ALONG THE EAST
 CK3660'SHORE OF BRICKYARD CREEK.  THE ORIGINAL IRON PIPE WAS DRIVEN
 CK3660'FLUSH WITH THE GROUND AND SURROUNDED WITH A 2-1/2 FT LONG,
 CK3660'8 IN X 8 IN CONCRETE PIER WITH A STANDARD DISC ON THE TOP.
 CK3660'
 CK3660'THE STATION IS ON THE EAST SIDE OF BRICKYARD CREEK, ABOUT 1
 CK3660'MILE SOUTHWARD FROM BRICKYARD POINT AND ON THE PROMINENT
 CK3660'POINT AT THE SOUTH END OF A BLUFF, WHICH IS FRONTED WITH A
 CK3660'ROW OF PILING AS A RETAINING WALL.  THE LAND BEHIND THE STATION
 CK3660'IS HEAVILY TIMBERED.
 CK3660
 CK3660                          STATION RECOVERY (1955)
 CK3660
 CK3660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JEW)
 CK3660'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CK3660'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 CK3660'ADDITIONS--
 CK3660'
 CK3660'THE STATION MARK IS ON THE EDGE OF THE W BANK, AND IN A SMALL
 CK3660'PICNIC GROVE.  IT IS STAMPED V S E 6 A 1933 AND PROJECTS 4
 CK3660'IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6665 ***********************************************************************
 AC6665  DESIGNATION -  6 DMW
 AC6665  PID         -  AC6665
 AC6665  STATE/COUNTY-  SC/LEXINGTON
 AC6665  USGS QUAD   -  LEXINGTON (1987)
 AC6665
 AC6665                         *CURRENT SURVEY CONTROL
 AC6665  ___________________________________________________________________
 AC6665* NAD 83(1986)-  33 55 40.     (N)    081 13 06.     (W)     SCALED    
 AC6665* NAVD 88     -        75.109  (meters)     246.42   (feet)  ADJUSTED  
 AC6665  ___________________________________________________________________
 AC6665  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 AC6665  DYNAMIC HT  -          75.031 (meters)     246.16  (feet)  COMP
 AC6665  MODELED GRAV-     979,597.9   (mgal)                       NAVD 88
 AC6665
 AC6665  VERT ORDER  -  FIRST     CLASS II
 AC6665
 AC6665.The horizontal coordinates were scaled from a topographic map and have
 AC6665.an estimated accuracy of +/- 6 seconds.
 AC6665
 AC6665.The orthometric height was determined by differential leveling
 AC6665.and adjusted by the National Geodetic Survey in May 1997..
 AC6665
 AC6665.The geoid height was determined by GEOID03.
 AC6665
 AC6665.The dynamic height is computed by dividing the NAVD 88
 AC6665.geopotential number by the normal gravity value computed on the
 AC6665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6665.degrees latitude (g = 980.6199 gals.).
 AC6665
 AC6665.The modeled gravity was interpolated from observed gravity values.
 AC6665
 AC6665;                    North         East    Units  Estimated Accuracy
 AC6665;SPC SC       -   232,290.      589,420.      MT  (+/- 180 meters Scaled)
 AC6665
 AC6665                          SUPERSEDED SURVEY CONTROL
 AC6665
 AC6665.No superseded survey control is available for this station.
 AC6665
 AC6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT798541(NAD 83)
 AC6665_MARKER: DD = SURVEY DISK
 AC6665_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC6665_SP_SET: CULVERT WINGWALL
 AC6665_STAMPING: 247 6 DMW 1971
 AC6665_MARK LOGO: USGS  
 AC6665_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6665+STABILITY: SURFACE MOTION
 AC6665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6665+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 AC6665
 AC6665  HISTORY     - Date     Condition        Report By
 AC6665  HISTORY     - 1971     MONUMENTED       USGS
 AC6665  HISTORY     - 19951003 GOOD             SCGS
 AC6665
 AC6665                          STATION DESCRIPTION
 AC6665
 AC6665'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6665'THE STATION IS LOCATED 4.9 MILES (7.9 KM) WEST NORTHWEST OF SOUTH
 AC6665'CONGAREE AND 3.85 MILES (6.20 KM) SOUTH SOUTHEAST OF LEXINGTON.
 AC6665'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AC6665'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 AC6665'JUNCTION OF STATE HIGHWAYS 6 (SOUTH LAKE DRIVE) , 602 AND STATE ROAD
 AC6665'34 (PLATT SPRINGS ROAD) , 5.15 MILES (8.29 KM) SOUTH OF LEXINGTON, GO
 AC6665'EAST ON HIGHWAY 602 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE
 AC6665'ROAD 244 (OLD AND NEW ORANGEBURG ROADS) , TURN LEFT ON ROAD 244 FOR
 AC6665'1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE ROAD 1452 (EMMA ROAD) ,
 AC6665'CONTINUE ON ROAD 244 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE
 AC6665'LEFT NEAR THE SOUTHWEST CORNER OF THE BRIDGE OVER RED BANK CREEK.  THE
 AC6665'STATION IS A DRILL MARK IN THE WINGWALL OF A CULVERT AND 1.5 FEET (0.5
 AC6665'M) ABOVE THE ROAD, 13.8 FEET (4.2 M) WEST OF THE CENTER OF THE ROAD,
 AC6665'0.5 FOOT (15.2 CM) NORTHEAST OF THE SOUTHWEST END OF A THE WINGWALL,
 AC6665'83.5 FEET (25.5 M) NORTH OF A FIRE HYDRANT, 1.8 FEET (0.5 M) WEST OF A
 AC6665'WITNESS POST.  DESCRIBED BY C.E.GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1269 ***********************************************************************
 DD1269  DESIGNATION -  6 MEA
 DD1269  PID         -  DD1269
 DD1269  STATE/COUNTY-  SC/BERKELEY
 DD1269  USGS QUAD   -  ALVIN (1990)
 DD1269
 DD1269                         *CURRENT SURVEY CONTROL
 DD1269  ___________________________________________________________________
 DD1269* NAD 83(1986)-  33 17 25.     (N)    079 46 27.     (W)     SCALED    
 DD1269* NAVD 88     -        12.850  (meters)      42.16   (feet)  ADJUSTED  
 DD1269  ___________________________________________________________________
 DD1269  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DD1269  DYNAMIC HT  -          12.837 (meters)      42.12  (feet)  COMP
 DD1269  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 DD1269
 DD1269  VERT ORDER  -  FIRST     CLASS II
 DD1269
 DD1269.The horizontal coordinates were scaled from a topographic map and have
 DD1269.an estimated accuracy of +/- 6 seconds.
 DD1269
 DD1269.The orthometric height was determined by differential leveling
 DD1269.and adjusted by the National Geodetic Survey in June 1991..
 DD1269
 DD1269.The geoid height was determined by GEOID03.
 DD1269
 DD1269.The dynamic height is computed by dividing the NAVD 88
 DD1269.geopotential number by the normal gravity value computed on the
 DD1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1269.degrees latitude (g = 980.6199 gals.).
 DD1269
 DD1269.The modeled gravity was interpolated from observed gravity values.
 DD1269
 DD1269;                    North         East    Units  Estimated Accuracy
 DD1269;SPC SC       -   162,250.      723,760.      MT  (+/- 180 meters Scaled)
 DD1269
 DD1269                          SUPERSEDED SURVEY CONTROL
 DD1269
 DD1269  NGVD 29 (03/21/89)   13.151  (m)           43.15   (f) ADJUSTED    1 2
 DD1269
 DD1269.Superseded values are not recommended for survey control.
 DD1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1269.See file dsdata.txt to determine how the superseded data were derived.
 DD1269
 DD1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS141841(NAD 83)
 DD1269_MARKER: DB = BENCH MARK DISK
 DD1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1269_SP_SET: CONCRETE POST
 DD1269_STAMPING: 6 MEA 1981 43
 DD1269_MARK LOGO: USGS  
 DD1269_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1269+STABILITY: SURFACE MOTION
 DD1269
 DD1269  HISTORY     - Date     Condition        Report By
 DD1269  HISTORY     - 1981     MONUMENTED       USGS
 DD1269  HISTORY     - 1984     GOOD             SCGS
 DD1269
 DD1269                          STATION DESCRIPTION
 DD1269
 DD1269'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1269'7.7 KM (4.8 MI) WSW FROM JAMESTOWN.
 DD1269'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1269'AND STATE HIGHWAY 45 FROM THE JAMESTOWN POST OFFICE, CONTINUE 1.6
 DD1269'KILOMETERS (1.0 MILE) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 DD1269'NEAR A TELEPHONE JUNCTION BOX IN THE NORTHEAST ANGLE OF THE
 DD1269'INTERSECTION OF A SAND DRIVE LEADING TO A SMALL ONE-STORY HOUSE,
 DD1269'65.3 METERS (214.24 FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 DD1269'THE HOUSE, 13.65 METERS (44.78 FEET) NORTH OF THE CENTERLINE OF THE
 DD1269'HIGHWAY, 8.1 METERS (26.57 FEET) EAST OF THE APPROXIMATE CENTER OF THE
 DD1269'SAND DRIVE, 0.85 METER (2.79 FEET) NORTH OF TELEPHONE JUNCTION BOX
 DD1269'NUMBER CC26LP7, 30.0 METERS (98.43 FEET) NORTHWEST OF A FENCE CORNER.
 DD1269'THE MARK IS 0.40 METERS  S FROM A WITNESS POST.
 DD1269'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1639 ***********************************************************************
 DD1639  DESIGNATION -  6 R Q 3
 DD1639  PID         -  DD1639
 DD1639  STATE/COUNTY-  SC/HORRY
 DD1639  USGS QUAD   -  NIXONVILLE (1984)
 DD1639
 DD1639                         *CURRENT SURVEY CONTROL
 DD1639  ___________________________________________________________________
 DD1639* NAD 83(1986)-  33 46 06.     (N)    078 58 03.     (W)     SCALED    
 DD1639* NAVD 88     -        12.723  (meters)      41.74   (feet)  ADJUSTED  
 DD1639  ___________________________________________________________________
 DD1639  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DD1639  DYNAMIC HT  -          12.710 (meters)      41.70  (feet)  COMP
 DD1639  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 DD1639
 DD1639  VERT ORDER  -  FIRST     CLASS II
 DD1639
 DD1639.The horizontal coordinates were scaled from a topographic map and have
 DD1639.an estimated accuracy of +/- 6 seconds.
 DD1639
 DD1639.The orthometric height was determined by differential leveling
 DD1639.and adjusted by the National Geodetic Survey in June 1991..
 DD1639
 DD1639.The geoid height was determined by GEOID03.
 DD1639
 DD1639.The dynamic height is computed by dividing the NAVD 88
 DD1639.geopotential number by the normal gravity value computed on the
 DD1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1639.degrees latitude (g = 980.6199 gals.).
 DD1639
 DD1639.The modeled gravity was interpolated from observed gravity values.
 DD1639
 DD1639;                    North         East    Units  Estimated Accuracy
 DD1639;SPC SC       -   216,440.      797,830.      MT  (+/- 180 meters Scaled)
 DD1639
 DD1639                          SUPERSEDED SURVEY CONTROL
 DD1639
 DD1639  NGVD 29 (03/21/89)   13.034  (m)           42.76   (f) ADJUSTED    1 2
 DD1639
 DD1639.Superseded values are not recommended for survey control.
 DD1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1639.See file dsdata.txt to determine how the superseded data were derived.
 DD1639
 DD1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT882383(NAD 83)
 DD1639_MARKER: DD = SURVEY DISK
 DD1639_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD1639_SP_SET: UNSPECIFIED DEEP
 DD1639_STAMPING: 6R - Q3 1986
 DD1639_MARK LOGO: SCGS  
 DD1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1639+STABILITY: SURFACE MOTION
 DD1639
 DD1639  HISTORY     - Date     Condition        Report By
 DD1639  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1639  HISTORY     - 1986     GOOD             SCGS
 DD1639  HISTORY     - 19960416 MARK NOT FOUND   SCGS
 DD1639  HISTORY     - 19970709 MARK NOT FOUND   SCGS
 DD1639
 DD1639                          STATION DESCRIPTION
 DD1639
 DD1639'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1639'12.2 KM (7.6 MI) NW FROM MYRTLE BEACH.
 DD1639'10.8 KM (6.7 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1639'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1639'BEACH, THENCE 0.9 KM (0.55 MI) EAST NORTHEAST ALONG A SAND ROAD,
 DD1639'THENCE 1.2 KM (0.75 MI) NORTHWEST ALONG A SAND ROAD PARALLELING A SET
 DD1639'OF RAILROAD TRACKS, SET NEAR THE LAST POWER POLE, 0.5 KM (0.3 MI)
 DD1639'NORTHWEST OF A MAJOR POWER LINE CROSSING, 19.75 METERS (64.8 FT) WEST
 DD1639'SOUTHWEST OF THE CENTER OF THE ROAD, 8.23 METERS (27.0 FT) SOUTH
 DD1639'SOUTHWEST OF A Y-SHAPED PINE TREE, 18.18 METERS (59.65 FT) WEST OF THE
 DD1639'POWER POLE, 16.18 METERS (53.1 FT) WEST NORTHWEST OF A 20 INCH PINE
 DD1639'TREE, ADD-THIS MARK IS A DISK WELDED TO 4 INCH PIPE, DEPTH OF PIPE IS
 DD1639'375 FT.
 DD1639'THE MARK IS 0.35 METERS  WSW FROM A WITNESS POST.
 DD1639'THE MARK IS 0.30 M ABOVE ROAD.
 DD1639
 DD1639                          STATION RECOVERY (1996)
 DD1639
 DD1639'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1639'NOT RECOVERED, PRESUMED DESTROYED, MEASUREMENTS AND DESCRIPTION LED TO
 DD1639'AN AREA FORESTED RECENT YEARS, SEARCHED FOR 10 MINUTES.  RECOVERY BY
 DD1639'L.A. OWENS.
 DD1639
 DD1639                          STATION RECOVERY (1997)
 DD1639
 DD1639'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1639'NOT RECOVERED, PROBABLY INTACT, REMAINING REFERENCES ARE TO VAGUE,
 DD1639'USED MAGNETIC LOCATOR IN MOST PROBABLY AREA, SEARCH 90 MINUTES.
 DD1639'RECOVERY BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1561 ***********************************************************************
 DD1561  DESIGNATION -  6 S P 1
 DD1561  PID         -  DD1561
 DD1561  STATE/COUNTY-  SC/HORRY
 DD1561  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1561
 DD1561                         *CURRENT SURVEY CONTROL
 DD1561  ___________________________________________________________________
 DD1561* NAD 83(1986)-  33 41 40.     (N)    078 58 58.     (W)     SCALED    
 DD1561* NAVD 88     -         3.795  (meters)      12.45   (feet)  ADJUSTED  
 DD1561  ___________________________________________________________________
 DD1561  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DD1561  DYNAMIC HT  -           3.791 (meters)      12.44  (feet)  COMP
 DD1561  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 DD1561
 DD1561  VERT ORDER  -  FIRST     CLASS II
 DD1561
 DD1561.The horizontal coordinates were scaled from a topographic map and have
 DD1561.an estimated accuracy of +/- 6 seconds.
 DD1561
 DD1561.The orthometric height was determined by differential leveling
 DD1561.and adjusted by the National Geodetic Survey in June 1991..
 DD1561
 DD1561.The geoid height was determined by GEOID03.
 DD1561
 DD1561.The dynamic height is computed by dividing the NAVD 88
 DD1561.geopotential number by the normal gravity value computed on the
 DD1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1561.degrees latitude (g = 980.6199 gals.).
 DD1561
 DD1561.The modeled gravity was interpolated from observed gravity values.
 DD1561
 DD1561;                    North         East    Units  Estimated Accuracy
 DD1561;SPC SC       -   208,220.      796,580.      MT  (+/- 180 meters Scaled)
 DD1561
 DD1561                          SUPERSEDED SURVEY CONTROL
 DD1561
 DD1561  NGVD 29 (03/21/89)    4.107  (m)           13.47   (f) ADJUSTED    1 2
 DD1561
 DD1561.Superseded values are not recommended for survey control.
 DD1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1561.See file dsdata.txt to determine how the superseded data were derived.
 DD1561
 DD1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT869301(NAD 83)
 DD1561_MARKER: DD = SURVEY DISK
 DD1561_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD1561_SP_SET: PIPE
 DD1561_STAMPING: 6S - P1 1986
 DD1561_MARK LOGO: SCGS  
 DD1561_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1561+STABILITY: SURFACE MOTION
 DD1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1561+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1997
 DD1561
 DD1561  HISTORY     - Date     Condition        Report By
 DD1561  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1561  HISTORY     - 1986     GOOD             SCGS
 DD1561  HISTORY     - 19960410 GOOD             SCGS
 DD1561  HISTORY     - 19970707 GOOD             SCGS
 DD1561
 DD1561                          STATION DESCRIPTION
 DD1561
 DD1561'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1561'9.3 KM (5.8 MI) WEST FROM MYRTLE BEACH.
 DD1561'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1561'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 1.85 KM
 DD1561'(1.15 MI) EAST ALONG STATE HIGHWAY 707, THENCE 1.0 KM (0.6 MI)
 DD1561'NORTHERLY ALONG A PAVED ROAD (LUTTIE ROAD), SET IN THE NORTH ANGLE OF
 DD1561'SHIRLEY DRIVE, 19.56 METERS (64.17 FT) NORTH NORTHWEST OF A POWER POLE
 DD1561'50DDD1, 23.0 METERS (75.46 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 DD1561'29.13 METERS (95.57 FT) NORTH NORTHWEST OF THE CENTER OF THE DRIVE,
 DD1561'17.66 METERS (57.94 FT) WEST SOUTHWEST OF THE SOUTH CORNER OF A BRICK
 DD1561'HOUSE, 37.97 METERS (124.57 FT) SOUTHEAST OF THE SOUTH CORNER OF A 1
 DD1561'1/2 STORY WOODEN HOUSE, ADD-THIS MARK IS A DISK WELDED TO SIX INCH
 DD1561'PIPE, DEPTH OF PIPE IS 410 FT.
 DD1561'THE MARK IS 0.74 METERS  SSW FROM A WITNESS POST.
 DD1561'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1561
 DD1561                          STATION RECOVERY (1996)
 DD1561
 DD1561'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1561'STATION IS LOCATED 5.5 MILES (8.9 KM) WEST OF MYRTLE BEACH, 10.5 FEET
 DD1561'(3.2 M) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--UNKNOWN.  TO REACH THE
 DD1561'STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 BY-PASS AND STATE HIGHWAY
 DD1561'707 (SOCASTEE BOULEVARD), 4.5 MILES (7.2 KM) WEST SOUTHWEST OF MYRTLE
 DD1561'BEACH, GO NORTH NORTHWEST ON HIGHWAY 707 FOR 1.6 MILES (2.6 KM) TO THE
 DD1561'JUNCTION OF LUTTIE ROAD, TURN RIGHT ON LUTTIE ROAD FOR 0.7 MILE (1.1
 DD1561'KM) TO THE STATION IN THE NORTH ANGLE OF THE JUNCTION OF SHIRLEY
 DD1561'DRIVE.  STATION IS A DISK WELDED TO A 6-INCH PIPE FLUSH WITH THE
 DD1561'GROUND AND LEVEL WITH LUTTIE ROAD, 75.5 FEET (23.0 M) NORTH NORTHEAST
 DD1561'OF THE CENTER OF LUTTIE ROAD, 94.5 FEET (28.8 M) NORTHWEST OF THE
 DD1561'CENTER OF SHIRLEY DRIVE, 58.0 FEET (17.7 M) WEST SOUTHWEST OF THE
 DD1561'SOUTH CORNER OF A BRICK HOUSE.
 DD1561
 DD1561                          STATION RECOVERY (1997)
 DD1561
 DD1561'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1561'STATION IS LOCATED 5.7 MILES (9.2 KM) WEST OF MYRTLE BEACH, 10.55
 DD1561'MILES (16.98 KM) SOUTH SOUTHEAST OF CONWAY, OWNERSHIP-KENNY BARNHART,
 DD1561'COASTAL STRAND REALTY, 101 CIMERRON DRIVE, MYRTLE BEACH, SC 29575
 DD1561'PHONE 803-293-4492.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD1561'HIGHWAY 17 (MARK GARNER HIGHWAY) AND STATE ROAD 707 (SOCASTEE
 DD1561'BOULEVARD) , 4.2 MILES (6.8 KM) WEST OF MYRTLE BEACH, GO NORTHWEST ON
 DD1561'HIGHWAY 707 FOR 1.15 MILES (1.85 KM) TO A ROAD RIGHT (LUTTIE ROAD) ,
 DD1561'TURN RIGHT ON LUTTIE ROAD FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE
 DD1561'RIGHT NEAR THE SOUTH CORNER OF A VINYL-SIDED HOUSE NUMBER 800 IN THE
 DD1561'NORTH ANGLE OF SHIRLEY DRIVE.  STATION IS RECESSED 0.5 FOOT (15.2 CM)
 DD1561'AND 0.5 BELOW THE DRIVEWAY, 75.4 FEET (23.0 M) NORTHEAST OF THE CENTER
 DD1561'OF LUTTIE ROAD, 96.2 FEET (29.3 M) NORTHWEST OF THE CENTER OF SHIRLEY
 DD1561'DRIVE, 27.7 FEET (8.4 M) EAST OF THE CORNER OF THE HOUSE (GARAGE) ,
 DD1561'64.2 FEET (19.6 M) NORTH NORTHWEST OF POWER POLE 50DDD/11, 57.8 FEET
 DD1561'(17.6 M) WEST OF THE SOUTHWEST CORNER OF BRICK HOUSE NUMBER 803, 14.4
 DD1561'FEET (4.4 M) SOUTHEAST OF THE SOUTHEAST FACE OF THE VINYL-SIDED HOUSE.
 DD1561'RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB1812 ***********************************************************************
 AB1812  DESIGNATION -  6 SN
 AB1812  PID         -  AB1812
 AB1812  STATE/COUNTY-  SC/EDGEFIELD
 AB1812  USGS QUAD   -  EDGEFIELD (1982)
 AB1812
 AB1812                         *CURRENT SURVEY CONTROL
 AB1812  ___________________________________________________________________
 AB1812* NAD 83(1986)-  33 47 22.     (N)    081 55 46.     (W)     SCALED    
 AB1812* NAVD 88     -       161.231  (meters)     528.97   (feet)  ADJUSTED  
 AB1812  ___________________________________________________________________
 AB1812  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AB1812  DYNAMIC HT  -         161.063 (meters)     528.42  (feet)  COMP
 AB1812  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 AB1812
 AB1812  VERT ORDER  -  FIRST     CLASS II
 AB1812
 AB1812.The horizontal coordinates were scaled from a topographic map and have
 AB1812.an estimated accuracy of +/- 6 seconds.
 AB1812
 AB1812.The orthometric height was determined by differential leveling
 AB1812.and adjusted by the National Geodetic Survey in September 1998..
 AB1812
 AB1812.The geoid height was determined by GEOID03.
 AB1812
 AB1812.The dynamic height is computed by dividing the NAVD 88
 AB1812.geopotential number by the normal gravity value computed on the
 AB1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1812.degrees latitude (g = 980.6199 gals.).
 AB1812
 AB1812.The modeled gravity was interpolated from observed gravity values.
 AB1812
 AB1812;                    North         East    Units  Estimated Accuracy
 AB1812;SPC SC       -   217,310.      523,540.      MT  (+/- 180 meters Scaled)
 AB1812
 AB1812                          SUPERSEDED SURVEY CONTROL
 AB1812
 AB1812.No superseded survey control is available for this station.
 AB1812
 AB1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT139391(NAD 83)
 AB1812_MARKER: DB = BENCH MARK DISK
 AB1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1812_STAMPING: 6 SN 1934
 AB1812_MARK LOGO: USGS  
 AB1812_PROJECTION: FLUSH
 AB1812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1812+STABILITY: SURFACE MOTION
 AB1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1812+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 AB1812
 AB1812  HISTORY     - Date     Condition        Report By
 AB1812  HISTORY     - 1934     MONUMENTED       USGS
 AB1812  HISTORY     - 19930825 GOOD             SCGS
 AB1812  HISTORY     - 20010711 GOOD             USPSQD
 AB1812  HISTORY     - 20041004 GOOD             SCGS
 AB1812
 AB1812                          STATION DESCRIPTION
 AB1812
 AB1812'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AB1812'STATION IS LOCATED IN THE NORTH QUADRANT OF THE TOWN SQUARE IN
 AB1812'EDGEFIELD AT THE JUNCTION OF U.S.  HIGHWAY 25 (MAIN STREET) AND STATE
 AB1812'HIGHWAY 23 (JETER STREET) IN EDGEFIELD.  OWNERSHIP--CITY OF EDGEFIELD,
 AB1812'402 MAIN STREET, EDGEFIELD, SC 29824, PHONE 803-637-4014, CONTACT-MR.
 AB1812'OVAR.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AB1812'THE HIGHWAYS, 20.1 FEET (6.1 M) NORTH OF THE NORTHWEST CORNER OF THE
 AB1812'MARBLE BASE OF THE J.  STROM THURMOND STATUE, 27.1 FEET (8.3 M) NORTH
 AB1812'NORTHEAST OF HORIZONTAL STATION EDGEFIELD, 39.8 FEET (12.1 M)
 AB1812'NORTHWEST OF THE NORTHWEST CORNER OF THE CONFEDERATE MONUMENT.
 AB1812'RECOVERED BY T.  HALL.
 AB1812
 AB1812                          STATION RECOVERY (2001)
 AB1812
 AB1812'RECOVERY NOTE BY US POWER SQUADRON 2001 (FRC)
 AB1812'RECOVERED IN GOOD CONDITION.
 AB1812
 AB1812                          STATION RECOVERY (2004)
 AB1812
 AB1812'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AB1812'STATION IS LOCATED IN THE NORTH CORNER OF THE TOWN SQUARE IN EDGEFIELD
 AB1812'AT THE  JUNCTION OF U.S. HIGHWAY 25 (MAIN STREET) AND STATE HIGHWAY 23
 AB1812'(JETER STREET) IN  EDGEFIELD. OWNERSHIP--CITY OF EDGEFIELD. 5.8 MILES
 AB1812'NORTH OF NORTH AUGUSTA, 14.4 MILES  SOUTH OF EDGEFIELD.  STATION IS A
 AB1812'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE  HIGHWAYS, 20.1
 AB1812'FEET NORTH OF THE NORTHWEST CORNER OF THE MARBLE BASE OF  THE J. STROM
 AB1812'THURMOND STATUE, 27.0 FEET NORTH NORTHEAST OF HORIZONTAL  STATION
 AB1812'EDGEFIELD, 39.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BASE  OF
 AB1812'A GRANITE CONFEDERATE MONUMENT (OBELISK) IN THE SQUARE CENTER.
 AB1812'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0548 ***********************************************************************
 CJ0548  DESIGNATION -  6 WDL
 CJ0548  PID         -  CJ0548
 CJ0548  STATE/COUNTY-  SC/BERKELEY
 CJ0548  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0548
 CJ0548                         *CURRENT SURVEY CONTROL
 CJ0548  ___________________________________________________________________
 CJ0548* NAD 83(1986)-  32 57 42.     (N)    079 57 27.     (W)     SCALED    
 CJ0548* NAVD 88     -         8.000  (meters)      26.25   (feet)  ADJUSTED  
 CJ0548  ___________________________________________________________________
 CJ0548  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 CJ0548  DYNAMIC HT  -           7.991 (meters)      26.22  (feet)  COMP
 CJ0548  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 CJ0548
 CJ0548  VERT ORDER  -  FIRST     CLASS II
 CJ0548
 CJ0548.The horizontal coordinates were scaled from a topographic map and have
 CJ0548.an estimated accuracy of +/- 6 seconds.
 CJ0548
 CJ0548.The orthometric height was determined by differential leveling
 CJ0548.and adjusted by the National Geodetic Survey in June 1991..
 CJ0548
 CJ0548.The geoid height was determined by GEOID03.
 CJ0548
 CJ0548.The dynamic height is computed by dividing the NAVD 88
 CJ0548.geopotential number by the normal gravity value computed on the
 CJ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0548.degrees latitude (g = 980.6199 gals.).
 CJ0548
 CJ0548.The modeled gravity was interpolated from observed gravity values.
 CJ0548
 CJ0548;                    North         East    Units  Estimated Accuracy
 CJ0548;SPC SC       -   125,620.      707,050.      MT  (+/- 180 meters Scaled)
 CJ0548
 CJ0548                          SUPERSEDED SURVEY CONTROL
 CJ0548
 CJ0548  NGVD 29 (03/21/89)    8.300  (m)           27.23   (f) ADJUSTED    1 2
 CJ0548
 CJ0548.Superseded values are not recommended for survey control.
 CJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0548.See file dsdata.txt to determine how the superseded data were derived.
 CJ0548
 CJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS974475(NAD 83)
 CJ0548_MARKER: DB = BENCH MARK DISK
 CJ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0548_SP_SET: CONCRETE POST
 CJ0548_STAMPING: 27 6 WDL 1957
 CJ0548_MARK LOGO: USGS  
 CJ0548_PROJECTION: FLUSH
 CJ0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0548+STABILITY: SURFACE MOTION
 CJ0548
 CJ0548  HISTORY     - Date     Condition        Report By
 CJ0548  HISTORY     - 1957     MONUMENTED       USGS
 CJ0548  HISTORY     - 1985     GOOD             SCGS
 CJ0548
 CJ0548                          STATION DESCRIPTION
 CJ0548
 CJ0548'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0548'7.65 KM (4.75 MI) SE FROM GOOSE CREEK.
 CJ0548'7.65 KILOMETERS (4.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CJ0548'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, SET NEAR A POWER
 CJ0548'POLE ACROSS FROM THE ENTRANCE TO THE MARRINGTON PLANTATION,
 CJ0548'40.35 METERS (132.38 FEET) SOUTH-SOUTHEAST OF POWER POLE NUMBER
 CJ0548'0288912, 19.0 METERS (62.34 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 CJ0548'EXTENDED CENTER OF THE ENTRANCE ROAD, 45.65 METERS (149.77 FEET)
 CJ0548'EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX, 14.6 METERS (47.9 FEET)
 CJ0548'SOUTH-SOUTHWEST OF THE CENTERLINE OF RED BANK ROAD, 0.98 METER (3.22
 CJ0548'FEET) NORTH-NORTHEAST OF A CHAIN LINK FENCE, 0.9 METER (2.95 FEET)
 CJ0548'WEST OF THE POWER POLE.
 CJ0548'THE MARK IS 0.60 METERS  ESE FROM A WITNESS POST.
 CJ0548'THE MARK IS ABOVE LEVEL WITH RED BANK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 WA0049 ***********************************************************************
 WA0049  DESIGNATION -  6 WLC
 WA0049  PID         -  WA0049
 WA0049  STATE/COUNTY-  SC/COLLETON
 WA0049  USGS QUAD   -  SNIDERS CROSSROADS (1988)
 WA0049
 WA0049                         *CURRENT SURVEY CONTROL
 WA0049  ___________________________________________________________________
 WA0049* NAD 83(1986)-  32 52 41.     (N)    080 47 05.     (W)     SCALED    
 WA0049* NAVD 88     -        25.067  (meters)      82.24   (feet)  ADJUSTED  
 WA0049  ___________________________________________________________________
 WA0049  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 WA0049  DYNAMIC HT  -          25.040 (meters)      82.15  (feet)  COMP
 WA0049  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 WA0049
 WA0049  VERT ORDER  -  FIRST     CLASS II
 WA0049
 WA0049.The horizontal coordinates were scaled from a topographic map and have
 WA0049.an estimated accuracy of +/- 6 seconds.
 WA0049
 WA0049.The orthometric height was determined by differential leveling
 WA0049.and adjusted by the National Geodetic Survey in September 1998..
 WA0049
 WA0049.The geoid height was determined by GEOID03.
 WA0049
 WA0049.The dynamic height is computed by dividing the NAVD 88
 WA0049.geopotential number by the normal gravity value computed on the
 WA0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 WA0049.degrees latitude (g = 980.6199 gals.).
 WA0049
 WA0049.The modeled gravity was interpolated from observed gravity values.
 WA0049
 WA0049;                    North         East    Units  Estimated Accuracy
 WA0049;SPC SC       -   115,880.      629,740.      MT  (+/- 180 meters Scaled)
 WA0049
 WA0049                          SUPERSEDED SURVEY CONTROL
 WA0049
 WA0049.No superseded survey control is available for this station.
 WA0049
 WA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS201377(NAD 83)
 WA0049_MARKER: DD = SURVEY DISK
 WA0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 WA0049_STAMPING: 6 WLC 1982
 WA0049_MARK LOGO: USGS  
 WA0049_PROJECTION: RECESSED 5 CENTIMETERS
 WA0049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 WA0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0049+STABILITY: SURFACE MOTION
 WA0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0049+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 WA0049
 WA0049  HISTORY     - Date     Condition        Report By
 WA0049  HISTORY     - 1982     MONUMENTED       USGS
 WA0049  HISTORY     - 19941229 GOOD             SCGS
 WA0049  HISTORY     - 20050803 GOOD             SCGS
 WA0049
 WA0049                          STATION DESCRIPTION
 WA0049
 WA0049'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 WA0049'STATION IS LOCATED 7.0 MILES (11.3 KM) WEST SOUTHWEST OF WALTERBORO.
 WA0049'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 WA0049'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 WA0049'JUNCTION OVERPASS OF INTERSTATE 95 AND STATE HIGHWAY 63 (EXIT 53) ,
 WA0049'3.2 MILES (5.1 KM) SOUTHWEST OF WALTERBORO, GO WEST ON HIGHWAY 63 FOR
 WA0049'3.75 MILES (6.03 KM) TO THE JUNCTION OF STATE ROAD 526, CONTINUE ON
 WA0049'HIGHWAY 63 FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE RIGHT NEAR A
 WA0049'POWER POLE IN THE SIDE YARD OF A VINYL-SIDED HOUSE, 0.1 MILE (0.2 KM)
 WA0049'EAST OF THE JUNCTION OF STATE ROAD 115.  STATION IS A CONCRETE POST
 WA0049'RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY,
 WA0049'44.1 FEET (13.4 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 122.6
 WA0049'FEET (37.4 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 WA0049'PILLAR AT THE SOUTHEAST CORNER OF THE FRONT PORCH OF THE THE HOUSE,
 WA0049'34.4 FEET (10.5 M) NORTHWEST OF THE NORTH END OF A 2.0-FOOT CONCRETE
 WA0049'PIPE CULVERT BENEATH THE HIGHWAY, 8.4 FEET (2.6 M) EAST NORTHEAST OF A
 WA0049'WITNESS POST BESIDE POWER POLE NUMBER 9/99. RECOVERED BY R.W.
 WA0049'ROBERTS.
 WA0049
 WA0049                          STATION RECOVERY (2005)
 WA0049
 WA0049'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 WA0049'STATION IS LOCATED 7.1 MI (11.43 KM) WEST SOUTHWEST OF WALTERBORO,
 WA0049'13.5 MI (21.73 KM) NORTH-NORTHEAST OF YEMASSEE.  OWNERSHIP--SCDOT,
 WA0049'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 WA0049'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 WA0049'INTERSTATE 95 (EXIT 53) AND STATE HIGHWAY 63 (SNIDERS HIGHWAY), 3.3 MI
 WA0049'(5.31 KM) WEST SOUTHWEST OF WALTERBORO, GO WEST NORTHWEST ON HIGHWAY
 WA0049'63 FOR 3.7 MI (5.95 KM) TO THE JUNCTION OF STATE ROAD 526 (RENTZ
 WA0049'ROAD), CONTINUE ON HIGHWAY 63 FOR 0.35 MI (0.56 KM) TO THE STATION ON
 WA0049'THE RIGHT IN THE NORTHEAST ANGLE OF A GRASSY DRIVEWAY RIGHT LEADING TO
 WA0049'A WOODEN HOUSE NUMBER 5672. STATION IS A CONCRETE POST RECESSED 0.2 FT
 WA0049'(0.1 M) AND LEVEL WITH THE HIGHWAY, 44.1 FT (13.4 M) NORTH OF THE
 WA0049'CENTER OF THE HIGHWAY, 29.3 FT (8.9 M) EAST NORTHEAST OF THE EAST END
 WA0049'OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 122.0 FT
 WA0049'(37.2 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK COLUMN AT
 WA0049'THE SOUTHEAST CORNER OF THE FRONT PORCH OF THE HOUSE, 30.4 FT (9.3 M)
 WA0049'SOUTH SOUTHEAST OF A 2.1-FOOT OAK TREE, 7.8 FT (2.4 M) EAST NORTHEAST
 WA0049'OF A WITNESS POST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED3515 ***********************************************************************
 ED3515  DESIGNATION -  6 WSM
 ED3515  PID         -  ED3515
 ED3515  STATE/COUNTY-  SC/PICKENS
 ED3515  USGS QUAD   -  SUNSET (1980)
 ED3515
 ED3515                         *CURRENT SURVEY CONTROL
 ED3515  ___________________________________________________________________
 ED3515* NAD 83(1986)-  34 55 03.     (N)    082 52 04.     (W)     SCALED    
 ED3515* NAVD 88     -       258.319  (meters)     847.50   (feet)  ADJUSTED  
 ED3515  ___________________________________________________________________
 ED3515  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ED3515  DYNAMIC HT  -         258.051 (meters)     846.62  (feet)  COMP
 ED3515  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 ED3515
 ED3515  VERT ORDER  -  FIRST     CLASS II
 ED3515
 ED3515.The horizontal coordinates were scaled from a topographic map and have
 ED3515.an estimated accuracy of +/- 6 seconds.
 ED3515
 ED3515.The orthometric height was determined by differential leveling
 ED3515.and adjusted by the National Geodetic Survey in August 1993..
 ED3515
 ED3515.The geoid height was determined by GEOID03.
 ED3515
 ED3515.The dynamic height is computed by dividing the NAVD 88
 ED3515.geopotential number by the normal gravity value computed on the
 ED3515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED3515.degrees latitude (g = 980.6199 gals.).
 ED3515
 ED3515.The modeled gravity was interpolated from observed gravity values.
 ED3515
 ED3515;                    North         East    Units  Estimated Accuracy
 ED3515;SPC SC       -   343,590.      438,930.      MT  (+/- 180 meters Scaled)
 ED3515
 ED3515                          SUPERSEDED SURVEY CONTROL
 ED3515
 ED3515  NGVD 29 (12/12/91)  258.372  (m)          847.68   (f) ADJUSTED    1 2
 ED3515
 ED3515.Superseded values are not recommended for survey control.
 ED3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED3515.See file dsdata.txt to determine how the superseded data were derived.
 ED3515
 ED3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU293654(NAD 83)
 ED3515_MARKER: DD = SURVEY DISK
 ED3515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED3515_SP_SET: CONCRETE POST
 ED3515_STAMPING: 848 6 WSM 1951
 ED3515_MARK LOGO: USGS  
 ED3515_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED3515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED3515+STABILITY: SURFACE MOTION
 ED3515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED3515+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1991
 ED3515
 ED3515  HISTORY     - Date     Condition        Report By
 ED3515  HISTORY     - 1951     MONUMENTED       USGS
 ED3515  HISTORY     - 19910610 GOOD             SCGS
 ED3515
 ED3515                          STATION DESCRIPTION
 ED3515
 ED3515'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991
 ED3515'STATION IS LOCATED 1.35 MILES (2.17 KM) WEST OF NINE TIMES.
 ED3515'OWNERSHIP--MR.  TOM ROGERS, 2879 CROWE CREEK ROAD, SUNSET, SC 29685,
 ED3515'PHONE 803-868-9936.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ED3515'HIGHWAYS 11 AND 133 (CROWE CREEK ROAD), 2.6 MILES (4.2 KM) WEST
 ED3515'NORTHWEST OF NINE TIMES, GO EAST SOUTHEAST ON HIGHWAY 133 FOR 1.9
 ED3515'MILES (3.1 KM) TO A DRIVEWAY RIGHT LEADING TO A THREE STORY LOG
 ED3515'CABIN, TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO A METAL
 ED3515'GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE FOR 0.05 MILE (0.08
 ED3515'KM) TO THE STATION NEAR A POWER POLE WITH GUY WIRE.  STATION IS A
 ED3515'CONCRETE POST PROJECTING 4-INCHES AND 4.0 FEET BELOW THE HIGHWAY,
 ED3515'47.6 FEET SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 57.3 FEET
 ED3515'WEST NORTHWEST OF THE CENTER OF THE DRIVEWAY, 1.6 FEET EAST SOUTHEAST
 ED3515'OF THE POWER POLE, 66.8 FEET NORTHWEST OF A GATE POST (RAILROAD TIE),
 ED3515'1.6 FEET SOUTHEAST OF A WITNESS POST.  RECOVERED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0298 ***********************************************************************
 EC0298  DESIGNATION -  608
 EC0298  PID         -  EC0298
 EC0298  STATE/COUNTY-  SC/FAIRFIELD
 EC0298  USGS QUAD   -  WINNSBORO MILLS (1969)
 EC0298
 EC0298                         *CURRENT SURVEY CONTROL
 EC0298  ___________________________________________________________________
 EC0298* NAD 83(1986)-  34 18 38.     (N)    081 02 46.     (W)     SCALED    
 EC0298* NAVD 88     -       184.905  (meters)     606.64   (feet)  ADJUSTED  
 EC0298  ___________________________________________________________________
 EC0298  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EC0298  DYNAMIC HT  -         184.722 (meters)     606.04  (feet)  COMP
 EC0298  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 EC0298
 EC0298  VERT ORDER  -  SECOND    CLASS 0
 EC0298
 EC0298.The horizontal coordinates were scaled from a topographic map and have
 EC0298.an estimated accuracy of +/- 6 seconds.
 EC0298
 EC0298.The orthometric height was determined by differential leveling
 EC0298.and adjusted by the National Geodetic Survey in June 1991..
 EC0298
 EC0298.The geoid height was determined by GEOID03.
 EC0298
 EC0298.The dynamic height is computed by dividing the NAVD 88
 EC0298.geopotential number by the normal gravity value computed on the
 EC0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0298.degrees latitude (g = 980.6199 gals.).
 EC0298
 EC0298.The modeled gravity was interpolated from observed gravity values.
 EC0298
 EC0298;                    North         East    Units  Estimated Accuracy
 EC0298;SPC SC       -   274,720.      605,360.      MT  (+/- 180 meters Scaled)
 EC0298
 EC0298                          SUPERSEDED SURVEY CONTROL
 EC0298
 EC0298  NGVD 29 (??/??/92)  185.132  (m)          607.39   (f) ADJ UNCH    2 0
 EC0298
 EC0298.Superseded values are not recommended for survey control.
 EC0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0298.See file dsdata.txt to determine how the superseded data were derived.
 EC0298
 EC0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT957965(NAD 83)
 EC0298_MARKER: DB = BENCH MARK DISK
 EC0298_SETTING: 80 = SET IN A BOULDER
 EC0298_SP_SET: UNSPECIFIED ROCK
 EC0298_STAMPING: 607 COLUMBIA 1900
 EC0298_MARK LOGO: USGS  
 EC0298_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC0298+STABILITY: SURFACE MOTION
 EC0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC0298+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1993
 EC0298
 EC0298  HISTORY     - Date     Condition        Report By
 EC0298  HISTORY     - 1900     MONUMENTED       USGS
 EC0298  HISTORY     - 1934     GOOD             NGS
 EC0298  HISTORY     - 19930615 GOOD             SCGS
 EC0298
 EC0298                          STATION DESCRIPTION
 EC0298
 EC0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EC0298'AT SIMPSON.
 EC0298'AT SIMPSON, FAIRFIELD COUNTY, 114 FEET EAST OF THE SOUTHERN RAILWAY
 EC0298'STATION, 135 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 21, 85
 EC0298'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 27 FEET EAST OF A
 EC0298'SECONDARY ROAD, 24 FEET WEST OF A 2-FOOT HICKORY TREE, 6 FEET
 EC0298'SOUTHWEST OF AN 18-INCH CEDAR TREE, IN THE TOP OF A
 EC0298'TRIANGULAR-SHAPED QUARTZ ROCK, 1 FOOT ABOVE THE GROUND.
 EC0298
 EC0298                          STATION RECOVERY (1993)
 EC0298
 EC0298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 EC0298'STATION IS LOCATED IN SIMPSON. OWNERSHIP--JOHN MORTIN, 1108 BUTLER
 EC0298'STREET, COLUMBIA, SC 29205. TO REACH THE STATION FROM THE JUNCTION
 EC0298'OVERPASS OF INTERSTATE 77 AND STATE HIGHWAY 34, 2.1 MILES (3.4 KM)
 EC0298'WEST OF RIDGEWAY, GO WEST ON HIGHWAY 34 FOR 2.65 MILES (4.26 KM) TO
 EC0298'THE JUNCTION OF STATE ROAD 115 (SYRUP MILL ROAD), CONTINUE ON HIGHWAY
 EC0298'34 FOR 0.05 MILE (0.08 KM) TO A ROAD RIGHT CROSSING RAILROAD TRACKS,
 EC0298'TURN RIGHT ON THE PAVED THEN GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO
 EC0298'THE STATION ON THE RIGHT NEAR A TRIPLE-TRUNKED CEDAR TREE WITH A SCGS
 EC0298'REFERENCE WASHER ATTACHED. STATION IS A DRILL MARK IN A
 EC0298'TRIANGULAR-SHAPED QUARTZ ROCK AND 2.0 FEET (0.6 M) ABOVE THE ROAD,
 EC0298'33.0 FEET (10.1 M) EAST OF THE CENTER OF THE ROAD, 6.6 FEET (2.0 M)
 EC0298'SOUTHWEST OF THE BASE OF A 2.5-FOOT CEDAR TREE, 28.2 FEET (8.6 M)
 EC0298'SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 75.3 FEET (23.0 M) EAST
 EC0298'NORTHEAST OF THE EAST RAIL OF THE MAIN RAILROAD TRACK, 177.5 FEET
 EC0298'(54.1 M) NORTHWEST OF THE NORTHEAST CORNER OF THE CHIMNEY OF A BRICK
 EC0298'AND MASONITE-SIDED HOUSE, 18.0 FEET (5.5 M) EAST SOUTHEAST OF A
 EC0298'WITNESS POST. RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1249 ***********************************************************************
 CK1249  DESIGNATION -  62
 CK1249  PID         -  CK1249
 CK1249  STATE/COUNTY-  SC/HAMPTON
 CK1249  USGS QUAD   -  HAMPTON (1988)
 CK1249
 CK1249                         *CURRENT SURVEY CONTROL
 CK1249  ___________________________________________________________________
 CK1249* NAD 83(1986)-  32 48 42.     (N)    081 01 23.     (W)     SCALED    
 CK1249* NAVD 88     -        18.174  (meters)      59.63   (feet)  ADJUSTED  
 CK1249  ___________________________________________________________________
 CK1249  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 CK1249  DYNAMIC HT  -          18.154 (meters)      59.56  (feet)  COMP
 CK1249  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CK1249
 CK1249  VERT ORDER  -  FIRST     CLASS II
 CK1249
 CK1249.The horizontal coordinates were scaled from a topographic map and have
 CK1249.an estimated accuracy of +/- 6 seconds.
 CK1249
 CK1249.The orthometric height was determined by differential leveling
 CK1249.and adjusted by the National Geodetic Survey in June 1991..
 CK1249.WARNING-Repeat measurements at this control monument indicate possible
 CK1249.vertical movement.
 CK1249
 CK1249.The geoid height was determined by GEOID03.
 CK1249
 CK1249.The dynamic height is computed by dividing the NAVD 88
 CK1249.geopotential number by the normal gravity value computed on the
 CK1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1249.degrees latitude (g = 980.6199 gals.).
 CK1249
 CK1249.The modeled gravity was interpolated from observed gravity values.
 CK1249
 CK1249;                    North         East    Units  Estimated Accuracy
 CK1249;SPC SC       -   108,500.      607,440.      MT  (+/- 180 meters Scaled)
 CK1249
 CK1249                          SUPERSEDED SURVEY CONTROL
 CK1249
 CK1249  NGVD 29 (03/21/89)   18.449  (m)           60.53   (f) ADJUSTED    1 2
 CK1249
 CK1249.Superseded values are not recommended for survey control.
 CK1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1249.See file dsdata.txt to determine how the superseded data were derived.
 CK1249
 CK1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS978304(NAD 83)
 CK1249_MARKER: P = PIPE CAP
 CK1249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1249_STAMPING: 62 1917
 CK1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1249
 CK1249  HISTORY     - Date     Condition        Report By
 CK1249  HISTORY     - 1917     MONUMENTED       USGS
 CK1249  HISTORY     - 1961     GOOD             NGS
 CK1249  HISTORY     - 19920310 MARK NOT FOUND   SCGS
 CK1249
 CK1249                          STATION DESCRIPTION
 CK1249
 CK1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1249'2.7 MI NW FROM CUMMINGS.
 CK1249'ABOUT 2.7 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 CK1249'FROM THE STATION AT CUMMINGS, 132 YARDS SOUTHEAST OF MILEPOST 74,
 CK1249'0.1 MILE NORTHWEST OF A TRESTLE OVER CAMP BRANCH, 106 1/2 FEET
 CK1249'SOUTHWEST OF AND ACROSS STATE HIGHWAY 28 FROM THE SOUTHWEST RAIL,
 CK1249'39 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 28, 38 FEET
 CK1249'NORTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHWEST TO
 CK1249'HARMONIA CHURCH, 109 FEET SOUTHWEST OF THE CENTER OF CROSSING OF
 CK1249'RAIL ROAD AND DIRT ROAD LEADING NORTHEAST, ABOUT 1 FOOT BELOW THE
 CK1249'LEVEL OF THE HIGHWAY, AND IS A CAP RIVETED ON TOP OF A 31/2-INCH
 CK1249'IRON PIPE PROJECTING 1 FOOT.
 CK1249
 CK1249                          STATION RECOVERY (1992)
 CK1249
 CK1249'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK1249'NOT RECOVERED, AREA HAS BEEN REWORKED WHEN STATE HIGHWAY 68 WAS
 CK1249'REPAVED, PRESUMED DESTROYED.
 CK1249'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1034 ***********************************************************************
 DD1034  DESIGNATION -  62 32 MEA
 DD1034  PID         -  DD1034
 DD1034  STATE/COUNTY-  SC/WILLIAMSBURG
 DD1034  USGS QUAD   -  SALTERS (1990)
 DD1034
 DD1034                         *CURRENT SURVEY CONTROL
 DD1034  ___________________________________________________________________
 DD1034* NAD 83(1986)-  33 30 07.     (N)    079 46 55.     (W)     SCALED    
 DD1034* NAVD 88     -        18.659  (meters)      61.22   (feet)  ADJUSTED  
 DD1034  ___________________________________________________________________
 DD1034  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DD1034  DYNAMIC HT  -          18.639 (meters)      61.15  (feet)  COMP
 DD1034  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 DD1034
 DD1034  VERT ORDER  -  FIRST     CLASS II
 DD1034
 DD1034.The horizontal coordinates were scaled from a topographic map and have
 DD1034.an estimated accuracy of +/- 6 seconds.
 DD1034
 DD1034.The orthometric height was determined by differential leveling
 DD1034.and adjusted by the National Geodetic Survey in June 1991..
 DD1034
 DD1034.The geoid height was determined by GEOID03.
 DD1034
 DD1034.The dynamic height is computed by dividing the NAVD 88
 DD1034.geopotential number by the normal gravity value computed on the
 DD1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1034.degrees latitude (g = 980.6199 gals.).
 DD1034
 DD1034.The modeled gravity was interpolated from observed gravity values.
 DD1034
 DD1034;                    North         East    Units  Estimated Accuracy
 DD1034;SPC SC       -   185,710.      722,760.      MT  (+/- 180 meters Scaled)
 DD1034
 DD1034                          SUPERSEDED SURVEY CONTROL
 DD1034
 DD1034  NGVD 29 (03/21/89)   18.957  (m)           62.19   (f) ADJUSTED    1 2
 DD1034
 DD1034.Superseded values are not recommended for survey control.
 DD1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1034.See file dsdata.txt to determine how the superseded data were derived.
 DD1034
 DD1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT131075(NAD 83)
 DD1034_MARKER: DB = BENCH MARK DISK
 DD1034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1034_SP_SET: CULVERT
 DD1034_STAMPING: 62 32 MEA 1981
 DD1034_MARK LOGO: USGS  
 DD1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1034+STABILITY: SURFACE MOTION
 DD1034
 DD1034  HISTORY     - Date     Condition        Report By
 DD1034  HISTORY     - 1981     MONUMENTED       USGS
 DD1034  HISTORY     - 1982     GOOD             SCGS
 DD1034
 DD1034                          STATION DESCRIPTION
 DD1034
 DD1034'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD1034'9.6 KM (6.0 MI) SE FROM LANE.
 DD1034'9.2 KILOMETERS (5.75 MILES) SOUTHEAST ALONG COUNTY ROAD S-45-16,
 DD1034'FROM THE POST OFFICE IN LANE, THENCE 0.2 KILOMETER (0.1 MILE)
 DD1034'NORTHEAST ALONG COUNTY ROAD S-45-317, SET IN THE NORTH WALL OF A
 DD1034'SMALL CULVERT, SUPPORTED BY WOODEN PIERS.
 DD1034'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-45-317.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA0884 ***********************************************************************
 FA0884  DESIGNATION -  620.8 SOURR
 FA0884  PID         -  FA0884
 FA0884  STATE/COUNTY-  SC/CHEROKEE
 FA0884  USGS QUAD   -  GAFFNEY (1971)
 FA0884
 FA0884                         *CURRENT SURVEY CONTROL
 FA0884  ___________________________________________________________________
 FA0884* NAD 83(1986)-  35 01 24.     (N)    081 42 24.     (W)     SCALED    
 FA0884* NAVD 88     -       189.06   (+/-2cm)     620.3    (feet)  VERTCON   
 FA0884  ___________________________________________________________________
 FA0884  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FA0884
 FA0884  VERT ORDER  -  ? (See Below)
 FA0884
 FA0884.The horizontal coordinates were scaled from a topographic map and have
 FA0884.an estimated accuracy of +/- 6 seconds.
 FA0884
 FA0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA0884.The vertical order pertains to the NGVD 29 superseded value.
 FA0884
 FA0884.The geoid height was determined by GEOID03.
 FA0884
 FA0884;                    North         East    Units  Estimated Accuracy
 FA0884;SPC SC       -   354,010.      545,100.      MT  (+/- 180 meters Scaled)
 FA0884
 FA0884                          SUPERSEDED SURVEY CONTROL
 FA0884
 FA0884  NGVD 29 (??/??/92)  189.220  (m)          620.80   (f) ADJ UNCH    ?  
 FA0884
 FA0884.Superseded values are not recommended for survey control.
 FA0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0884.See file dsdata.txt to determine how the superseded data were derived.
 FA0884
 FA0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU355758(NAD 83)
 FA0884_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FA0884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0884_SP_SET: BRIDGE
 FA0884_MARK LOGO: NONE  
 FA0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0884
 FA0884  HISTORY     - Date     Condition        Report By
 FA0884  HISTORY     - UNK      MONUMENTED       SOURR
 FA0884  HISTORY     - 1932     GOOD             NGS
 FA0884  HISTORY     - 1982     POOR             NGS
 FA0884  HISTORY     - 19970331 MARK NOT FOUND   USPSQD
 FA0884
 FA0884                          STATION DESCRIPTION
 FA0884
 FA0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FA0884'0.4 MI NE FROM THICKETTY.
 FA0884'ABOUT 0.4 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THICKETTY,
 FA0884'CHEROKEE COUNTY, ABOUT 202 FEET SOUTHWEST OF MILEPOST 438, AT
 FA0884'THE BRIDGE OVER BIG THICKETTY CREEK, IN THE TOP OF THE SOUTHEAST
 FA0884'COPING, 1 FOOT NORTHEAST OF THE SOUTHWEST END, 4.1 FEET SOUTHEAST
 FA0884'OF THE SOUTHEAST RAIL OF THE NORTH-BOUND TRACK.  A 1-1/4-INCH
 FA0884'HEXAGONAL-HEADED BOLT, NEAR THE LETTERS B M AND PROJECTING
 FA0884'ABOUT 1 INCH ABOVE THE CONCRETE.
 FA0884
 FA0884                          STATION RECOVERY (1982)
 FA0884
 FA0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FA0884'THIS BOLT MARK APPEARED TO BE BENT AND THE CONCRETE AROUND IT
 FA0884'WAS BROKEN, THIS MARK IS UNSTABLE AND WILL NOT BE LEVELED TO.
 FA0884
 FA0884                          STATION RECOVERY (1997)
 FA0884
 FA0884'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1076 ***********************************************************************
 DE1076  DESIGNATION -  623
 DE1076  PID         -  DE1076
 DE1076  STATE/COUNTY-  SC/EDGEFIELD
 DE1076  USGS QUAD   -  JOHNSTON (1982)
 DE1076
 DE1076                         *CURRENT SURVEY CONTROL
 DE1076  ___________________________________________________________________
 DE1076* NAD 83(1986)-  33 46 45.     (N)    081 50 28.     (W)     SCALED    
 DE1076* NAVD 88     -       189.893  (meters)     623.01   (feet)  ADJUSTED  
 DE1076  ___________________________________________________________________
 DE1076  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DE1076  DYNAMIC HT  -         189.694 (meters)     622.35  (feet)  COMP
 DE1076  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 DE1076
 DE1076  VERT ORDER  -  FIRST     CLASS II
 DE1076
 DE1076.The horizontal coordinates were scaled from a topographic map and have
 DE1076.an estimated accuracy of +/- 6 seconds.
 DE1076
 DE1076.The orthometric height was determined by differential leveling
 DE1076.and adjusted by the National Geodetic Survey in June 1991..
 DE1076
 DE1076.The geoid height was determined by GEOID03.
 DE1076
 DE1076.The dynamic height is computed by dividing the NAVD 88
 DE1076.geopotential number by the normal gravity value computed on the
 DE1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1076.degrees latitude (g = 980.6199 gals.).
 DE1076
 DE1076.The modeled gravity was interpolated from observed gravity values.
 DE1076
 DE1076;                    North         East    Units  Estimated Accuracy
 DE1076;SPC SC       -   216,100.      531,710.      MT  (+/- 180 meters Scaled)
 DE1076
 DE1076                          SUPERSEDED SURVEY CONTROL
 DE1076
 DE1076  NGVD 29 (??/??/92)  190.110  (m)          623.72   (f) ADJ UNCH    1 2
 DE1076
 DE1076.Superseded values are not recommended for survey control.
 DE1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1076.See file dsdata.txt to determine how the superseded data were derived.
 DE1076
 DE1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT221379(NAD 83)
 DE1076_MARKER: P = PIPE CAP
 DE1076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1076_STAMPING: 623 1918
 DE1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1076
 DE1076  HISTORY     - Date     Condition        Report By
 DE1076  HISTORY     - 1918     MONUMENTED       USGS
 DE1076  HISTORY     - 1960     GOOD             NGS
 DE1076  HISTORY     - 1979     GOOD             NGS
 DE1076  HISTORY     - 20041005 MARK NOT FOUND   SCGS
 DE1076
 DE1076                          STATION DESCRIPTION
 DE1076
 DE1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE1076'2.7 MI N FROM TRENTON.
 DE1076'ABOUT 2.7 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 DE1076'STATION AT TRENTON, ABOUT 9 1/2 RAILS NORTH OF MILEPOST 162,
 DE1076'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH
 DE1076'AND NORTHEAST, AT THE CROSSING OF A GRADED ROAD, BETWEEN THE
 DE1076'TRACK AND ROAD THAT PARALLELS THE NORTHWEST SIDE OF THE TRACK,
 DE1076'16 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 17 FEET SOUTHEAST
 DE1076'OF THE CENTER LINE OF ROAD PARALLELING THE TRACK, 33 FEET WEST
 DE1076'OF THE CENTER LINE OF THE CROSSING, 8 1/2 FEET SOUTHWEST OF A
 DE1076'CROSSING SIGN POST, 1 1/2 FEET NORTHEAST OF A STEEL WITNESS POST,
 DE1076'ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 DE1076'IRON PIPE PROJECTING 7 INCHES.
 DE1076
 DE1076                          STATION RECOVERY (1979)
 DE1076
 DE1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DE1076'ADD-26.0 FT. SOUTHWEST OF THE CENTERLINE OF THE CROSSING ROAD.
 DE1076'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DE1076
 DE1076                          STATION RECOVERY (2004)
 DE1076
 DE1076'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1076'NOT RECOVERED, SEARCHED AREA 20 MINUTES WITH NO RESULTS, PULLED TAPE
 DE1076'FROM AVAILABLE  MEASUREMENTS, PRESUMED DESTROYED BY GRADING. RECOVERY
 DE1076'BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0134 ***********************************************************************
 EC0134  DESIGNATION -  626
 EC0134  PID         -  EC0134
 EC0134  STATE/COUNTY-  SC/FAIRFIELD
 EC0134  USGS QUAD   -  RIDGEWAY (1971)
 EC0134
 EC0134                         *CURRENT SURVEY CONTROL
 EC0134  ___________________________________________________________________
 EC0134* NAD 83(1986)-  34 18 25.     (N)    080 57 36.     (W)     SCALED    
 EC0134* NAVD 88     -       189.957  (meters)     623.22   (feet)  ADJUSTED  
 EC0134  ___________________________________________________________________
 EC0134  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 EC0134  DYNAMIC HT  -         189.771 (meters)     622.61  (feet)  COMP
 EC0134  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 EC0134
 EC0134  VERT ORDER  -  SECOND    CLASS 0
 EC0134
 EC0134.The horizontal coordinates were scaled from a topographic map and have
 EC0134.an estimated accuracy of +/- 6 seconds.
 EC0134
 EC0134.The orthometric height was determined by differential leveling
 EC0134.and adjusted by the National Geodetic Survey in June 1991..
 EC0134
 EC0134.The geoid height was determined by GEOID03.
 EC0134
 EC0134.The dynamic height is computed by dividing the NAVD 88
 EC0134.geopotential number by the normal gravity value computed on the
 EC0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0134.degrees latitude (g = 980.6199 gals.).
 EC0134
 EC0134.The modeled gravity was interpolated from observed gravity values.
 EC0134
 EC0134;                    North         East    Units  Estimated Accuracy
 EC0134;SPC SC       -   274,320.      613,280.      MT  (+/- 180 meters Scaled)
 EC0134
 EC0134                          SUPERSEDED SURVEY CONTROL
 EC0134
 EC0134  NGVD 29 (??/??/92)  190.187  (m)          623.97   (f) ADJ UNCH    2 0
 EC0134
 EC0134.Superseded values are not recommended for survey control.
 EC0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0134.See file dsdata.txt to determine how the superseded data were derived.
 EC0134
 EC0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT036961(NAD 83)
 EC0134_MARKER: DB = BENCH MARK DISK
 EC0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EC0134_SP_SET: BUILDING
 EC0134_STAMPING: 624 COLUMBIA 1900
 EC0134_MARK LOGO: USGS  
 EC0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC0134+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1993
 EC0134
 EC0134  HISTORY     - Date     Condition        Report By
 EC0134  HISTORY     - 1900     MONUMENTED       USGS
 EC0134  HISTORY     - 1934     GOOD             NGS
 EC0134  HISTORY     - 19930615 GOOD             SCGS
 EC0134
 EC0134                          STATION DESCRIPTION
 EC0134
 EC0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EC0134'AT RIDGEWAY.
 EC0134'AT RIDGEWAY, FAIRFIELD COUNTY, ON PALMER STREET, AT THE RIDGEWAY
 EC0134'MERCANTILE CO., IN THE FRONT WALL OF THE BUILDING, 6 INCHES NORTH
 EC0134'OF THE SOUTHEAST CORNER, 2 FEET ABOVE THE GROUND, AND SET
 EC0134'VERTICALLY.
 EC0134
 EC0134                          STATION RECOVERY (1993)
 EC0134
 EC0134'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 EC0134'STATION IS LOCATED IN RIDGEWAY. OWNERSHIP--WALTER RUFF, 112 SOUTH
 EC0134'PALMER STREET, RIDGEWAY, SC 29130, PHONE 803-337-2669. TO REACH THE
 EC0134'STATION FROM THE NORTHWEST JUNCTION OF U.S. HIGHWAY 21, STATE HIGHWAY
 EC0134'34 AND STATE ROAD 3 (CHURCH AND PALMER STREETS) IN RIDGEWAY, GO
 EC0134'SOUTHEAST ON HIGHWAYS 21 AND 34 FOR 0.05 MILE (0.08 KM) TO THE STATION
 EC0134'ON THE RIGHT IN THE EAST CORNER OF THE END TWO STORY BRICK BUILDING IN
 EC0134'THE FIRST ROW OF BUILDINGS. STATION IS A DRILL MARK IN THE WALL OF THE
 EC0134'BUILDING AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 0.7 FOOT (21.3 CM)
 EC0134'NORTHWEST OF THE EAST CORNER OF THE BUILDING, 22.4 FEET (6.8 M)
 EC0134'NORTHWEST OF THE NORTH CORNER OF A STUCCO BUILDING (RUFF AND COMPANY),
 EC0134'9.0 FEET (2.7 M) SOUTHWEST OF THE NORTHEAST EDGE THE CURB OF THE
 EC0134'HIGHWAY. RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0292 ***********************************************************************
 EC0292  DESIGNATION -  627
 EC0292  PID         -  EC0292
 EC0292  STATE/COUNTY-  SC/CHESTER
 EC0292  USGS QUAD   -  BLACKSTOCK (1983)
 EC0292
 EC0292                         *CURRENT SURVEY CONTROL
 EC0292  ___________________________________________________________________
 EC0292* NAD 83(1986)-  34 33 28.     (N)    081 09 08.     (W)     SCALED    
 EC0292* NAVD 88     -       190.491  (meters)     624.97   (feet)  ADJUSTED  
 EC0292  ___________________________________________________________________
 EC0292  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EC0292  DYNAMIC HT  -         190.304 (meters)     624.36  (feet)  COMP
 EC0292  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EC0292
 EC0292  VERT ORDER  -  SECOND    CLASS 0
 EC0292
 EC0292.The horizontal coordinates were scaled from a topographic map and have
 EC0292.an estimated accuracy of +/- 6 seconds.
 EC0292
 EC0292.The orthometric height was determined by differential leveling
 EC0292.and adjusted by the National Geodetic Survey in June 1991..
 EC0292
 EC0292.The geoid height was determined by GEOID03.
 EC0292
 EC0292.The dynamic height is computed by dividing the NAVD 88
 EC0292.geopotential number by the normal gravity value computed on the
 EC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0292.degrees latitude (g = 980.6199 gals.).
 EC0292
 EC0292.The modeled gravity was interpolated from observed gravity values.
 EC0292
 EC0292;                    North         East    Units  Estimated Accuracy
 EC0292;SPC SC       -   302,150.      595,630.      MT  (+/- 180 meters Scaled)
 EC0292
 EC0292                          SUPERSEDED SURVEY CONTROL
 EC0292
 EC0292  NGVD 29 (??/??/92)  190.714  (m)          625.70   (f) ADJ UNCH    2 0
 EC0292
 EC0292.Superseded values are not recommended for survey control.
 EC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0292.See file dsdata.txt to determine how the superseded data were derived.
 EC0292
 EC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU860240(NAD 83)
 EC0292_MARKER: DD = SURVEY DISK
 EC0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EC0292_SP_SET: BUILDING
 EC0292_STAMPING: 625 COLUMBIA 1900
 EC0292_MARK LOGO: USGS  
 EC0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC0292+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1998
 EC0292
 EC0292  HISTORY     - Date     Condition        Report By
 EC0292  HISTORY     - 1900     MONUMENTED       USGS
 EC0292  HISTORY     - 1969     GOOD             NGS
 EC0292  HISTORY     - 19940202 GOOD             SCGS
 EC0292  HISTORY     - 19980805 GOOD             SCGS
 EC0292  HISTORY     - 19990317 GOOD             USPSQD
 EC0292
 EC0292                          STATION DESCRIPTION
 EC0292
 EC0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 EC0292'AT BLACKSTOCK.
 EC0292'ABOUT 400 FEET SOUTHEAST OF THE SOUTHERN RAILWAY STATION AT
 EC0292'BLACKSTOCK, SET VERTICALLY IN THE NORTH WALL OF THE FORMER G.L.
 EC0292'KENNEDY STORE (NOW VACANT), 1 FOOT EAST OF THE NORTHWEST CORNER,
 EC0292'AND ABOUT 3.5 FEET ABOVE THE GROUND.
 EC0292
 EC0292                          STATION RECOVERY (1994)
 EC0292
 EC0292'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 EC0292'STATION IS LOCATED 10.7 MILES (17.2 KM) SOUTH SOUTHEAST OF CHESTER AND
 EC0292'IN BLACKSTOCK. TO REACH THE STATION FROM SOUTHEAST JUNCTION OF U.S.
 EC0292'HIGHWAY 321 AND STATE HIGHWAY 97 (CHESTER-GREAT FALLS ROAD), 1.7 MILES
 EC0292'(2.7 KM) SOUTHEAST OF CHESTER, GO SOUTH SOUTHEAST ON HIGHWAY 321 FOR
 EC0292'8.25 MILES (13.28 KM) TO THE JUNCTION OF STATE ROAD 130 (BLACKSTOCK
 EC0292'ROAD), BEAR LEFT ON ROAD 130 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF
 EC0292'STATE ROAD 300, TURN LEFT ON ROAD 300 FOR 0.05 MILE (0.08 KM) TO THE
 EC0292'JUNCTION OF STATE ROAD 33, TURN RIGHT ON ROAD 33 FOR 0.9 MILE (1.4 KM)
 EC0292'TO THE JUNCTION OF STATE ROAD 151 AND THE STATION IN THE NORTH WALL
 EC0292'NEAR THE NORTHWEST CORNER OF AN ABANDONED BRICK BUILDING (GENERAL
 EC0292'STORE TYPE) IN THE SOUTHEAST ANGLE OF THE JUNCTION. STATION IS A DISK
 EC0292'SET VERTICALLY IN THE WALL AND 3.5 FEET (1.1 M) ABOVE THE GROUND, 51.0
 EC0292'FEET (15.5 M) EAST NORTHEAST OF THE CENTER OF ROAD 30, 36.9 FEET (11.2
 EC0292'M) SOUTH SOUTHEAST OF THE CENTER OF ROAD 151, 1.1 FEET (0.3 M) EAST
 EC0292'NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, 19.6 FEET (6.0 M)
 EC0292'EAST SOUTHEAST OF A SECURITY LIGHT POLE. RECOVERED BY C.E. GEOGHEGAN.
 EC0292
 EC0292                          STATION RECOVERY (1998)
 EC0292
 EC0292'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 EC0292'STATION IS LOCATED 10.7 MILES (17.2 KM) SOUTH SOUTHEAST OF CHESTER AND
 EC0292'IN BLACKSTOCK.  TO REACH THE STATION FROM SOUTHEAST JUNCTION OF U.S.
 EC0292'HIGHWAY 321 AND STATE HIGHWAY 97 (CHESTER-GREAT FALLS ROAD) , 1.7
 EC0292'MILES (2.7 KM) SOUTHEAST OF CHESTER, GO SOUTH SOUTHEAST ON HIGHWAY 321
 EC0292'FOR 8.25 MILES (13.28 KM) TO THE JUNCTION OF STATE ROAD 130
 EC0292'(BLACKSTOCK ROAD) , BEAR LEFT ON ROAD 130 FOR 0.5 MILE (0.8 KM) TO THE
 EC0292'JUNCTION OF STATE ROAD 300 (RAMBO ROAD) , TURN LEFT ON ROAD 300 FOR
 EC0292'0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 33 (DURHAM ROAD) ,
 EC0292'TURN RIGHT ON ROAD 33 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE
 EC0292'ROAD 151 AND THE STATION IN THE NORTH WALL NEAR THE NORTHWEST CORNER
 EC0292'OF AN ABANDONED BRICK BUILDING (GENERAL STORE TYPE) IN THE SOUTHEAST
 EC0292'ANGLE OF THE JUNCTION.  STATION IS A DISK SET VERTICALLY IN THE WALL
 EC0292'AND 3.5 FEET (1.1 M) ABOVE THE GROUND, 51.0 FEET (15.5 M) EAST
 EC0292'NORTHEAST OF THE CENTER OF ROAD 30, 39.3 FEET (12.0 M) SOUTH SOUTHEAST
 EC0292'OF THE CENTER OF ROAD 151, 1.1 FEET (0.3 M) EAST NORTHEAST OF THE
 EC0292'NORTHWEST CORNER OF THE BUILDING, 19.6 FEET (6.0 M) EAST SOUTHEAST OF
 EC0292'A SECURITY LIGHT POLE.  RECOVERED BY C.J. STONE.
 EC0292
 EC0292                          STATION RECOVERY (1999)
 EC0292
 EC0292'RECOVERY NOTE BY US POWER SQUADRON 1999
 EC0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3300 ***********************************************************************
 DE3300  DESIGNATION -  63 SW 17
 DE3300  PID         -  DE3300
 DE3300  STATE/COUNTY-  SC/AIKEN
 DE3300  USGS QUAD   -  GRANITEVILLE (1980)
 DE3300
 DE3300                         *CURRENT SURVEY CONTROL
 DE3300  ___________________________________________________________________
 DE3300* NAD 83(1986)-  33 33 39.     (N)    081 46 59.     (W)     SCALED    
 DE3300* NAVD 88     -        94.487  (meters)     310.00   (feet)  ADJUSTED  
 DE3300  ___________________________________________________________________
 DE3300  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DE3300  DYNAMIC HT  -          94.386 (meters)     309.66  (feet)  COMP
 DE3300  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DE3300
 DE3300  VERT ORDER  -  FIRST     CLASS II
 DE3300
 DE3300.The horizontal coordinates were scaled from a topographic map and have
 DE3300.an estimated accuracy of +/- 6 seconds.
 DE3300
 DE3300.The orthometric height was determined by differential leveling
 DE3300.and adjusted by the National Geodetic Survey in April 1994..
 DE3300
 DE3300.The geoid height was determined by GEOID03.
 DE3300
 DE3300.The dynamic height is computed by dividing the NAVD 88
 DE3300.geopotential number by the normal gravity value computed on the
 DE3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3300.degrees latitude (g = 980.6199 gals.).
 DE3300
 DE3300.The modeled gravity was interpolated from observed gravity values.
 DE3300
 DE3300;                    North         East    Units  Estimated Accuracy
 DE3300;SPC SC       -   191,850.      536,900.      MT  (+/- 180 meters Scaled)
 DE3300
 DE3300                          SUPERSEDED SURVEY CONTROL
 DE3300
 DE3300.No superseded survey control is available for this station.
 DE3300
 DE3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT273137(NAD 83)
 DE3300_MARKER: P = PIPE CAP
 DE3300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3300_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3300_STAMPING: 63 1992 SW 17
 DE3300_MARK LOGO: SC0020
 DE3300_PROJECTION: RECESSED 10 CENTIMETERS
 DE3300_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3300+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 DE3300_ROD/PIPE-DEPTH: 0.76 meters
 DE3300
 DE3300  HISTORY     - Date     Condition        Report By
 DE3300  HISTORY     - 1992     MONUMENTED       SC0020
 DE3300  HISTORY     - 19920909 GOOD             SCGS
 DE3300  HISTORY     - 20000724 GOOD             SCGS
 DE3300  HISTORY     - 20001218 MARK NOT FOUND   SCGS
 DE3300
 DE3300                          STATION DESCRIPTION
 DE3300
 DE3300'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3300'STATION IS LOCATED 3.45 MILES (5.55 KM) WEST OF AIKEN.
 DE3300'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3300'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3300'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND
 DE3300'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST
 DE3300'OF AIKEN, GO WEST ON HIGHWAYS 1 AND 78 FOR 0.25 MILE (0.40 KM) TO THE
 DE3300'STATION ON THE RIGHT, ACROSS THE HIGHWAY FROM B AND W TRUCK PARTS.
 DE3300'STATION IS A PIPE MARK WITH CAP RECESSED 0.4 FOOT (12.2 CM) AND 0.5
 DE3300'FOOT (15.2 CM) BELOW THE HIGHWAY, 20.5 FEET (6.2 M) NORTH OF THE
 DE3300'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 69.5 FEET (21.2 M)
 DE3300'SOUTH SOUTHWEST OF A POWER POLE C-20156 WITH TWO GUY WIRES ON A HIGH
 DE3300'BANK, 1.0 FOOT (0.3 M) SOUTH SOUTHEAST OF A WITNESS POST.
 DE3300'RECOVERED BY T. HALL.
 DE3300
 DE3300                          STATION RECOVERY (2000)
 DE3300
 DE3300'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3300'STATION IS LOCATED 3.65 MILES (5.87 KM) WEST OF AIKEN.
 DE3300'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3300'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3300'JUNCTION OF U.S.  HIGHWAYS 1, 78 (JEFFERSON DAVIS HIGHWAY) AND STATE
 DE3300'HIGHWAY 118 (ROBERT M.  BELL PARKWAY) , 3.2 MILES (5.1 KM) WEST OF
 DE3300'AIKEN, GO WEST ON HIGHWAYS 1 AND 78 FOR 0.25 MILE (0.40 KM) TO THE
 DE3300'STATION ON THE RIGHT IN THE SHOULDER OF THE HIGHWAY AND ACROSS THE
 DE3300'HIGHWAY FROM A METAL BUILDING (SOUTHSIDE AUTO) .  STATION IS AN
 DE3300'ALUMINUM PIPE MARK WITH CAP RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT
 DE3300'(15.2 CM) BELOW THE HIGHWAY, 20.5 FEET (6.2 M) NORTH OF THE CENTER OF
 DE3300'THE WESTBOUND LANES OF THE HIGHWAY, 69.5 FEET (21.2 M) SOUTH SOUTHWEST
 DE3300'OF A POWER POLE C-20156 WITH TWO GUY WIRES ON A HIGH BANK. RECOVERED
 DE3300'BY J.B.  SMOAK.
 DE3300
 DE3300                          STATION RECOVERY (2000)
 DE3300
 DE3300'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3300'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, PRESUMED DESTROYED
 DE3300'DUE TO HIGHWAY MAINTENANCE.  RECOVERY BY M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1099 ***********************************************************************
 DE1099  DESIGNATION -  633=PTS 51
 DE1099  PID         -  DE1099
 DE1099  STATE/COUNTY-  SC/SALUDA
 DE1099  USGS QUAD   -  MONETTA (1982)
 DE1099
 DE1099                         *CURRENT SURVEY CONTROL
 DE1099  ___________________________________________________________________
 DE1099* NAD 83(1986)-  33 51 00.     (N)    081 36 36.     (W)     SCALED    
 DE1099* NAVD 88     -       192.905  (meters)     632.89   (feet)  ADJUSTED  
 DE1099  ___________________________________________________________________
 DE1099  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DE1099  DYNAMIC HT  -         192.704 (meters)     632.23  (feet)  COMP
 DE1099  MODELED GRAV-     979,588.5   (mgal)                       NAVD 88
 DE1099
 DE1099  VERT ORDER  -  FIRST     CLASS II
 DE1099
 DE1099.The horizontal coordinates were scaled from a topographic map and have
 DE1099.an estimated accuracy of +/- 6 seconds.
 DE1099
 DE1099.The orthometric height was determined by differential leveling
 DE1099.and adjusted by the National Geodetic Survey in June 1991..
 DE1099
 DE1099.The geoid height was determined by GEOID03.
 DE1099
 DE1099.The dynamic height is computed by dividing the NAVD 88
 DE1099.geopotential number by the normal gravity value computed on the
 DE1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1099.degrees latitude (g = 980.6199 gals.).
 DE1099
 DE1099.The modeled gravity was interpolated from observed gravity values.
 DE1099
 DE1099;                    North         East    Units  Estimated Accuracy
 DE1099;SPC SC       -   223,810.      553,160.      MT  (+/- 180 meters Scaled)
 DE1099
 DE1099                          SUPERSEDED SURVEY CONTROL
 DE1099
 DE1099  NGVD 29 (??/??/92)  193.128  (m)          633.62   (f) ADJ UNCH    1 2
 DE1099
 DE1099.Superseded values are not recommended for survey control.
 DE1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1099.See file dsdata.txt to determine how the superseded data were derived.
 DE1099
 DE1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT435456(NAD 83)
 DE1099_MARKER: P = PIPE CAP
 DE1099_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1099_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1099_STAMPING: 633 PRIM TRAV STA NO 51 1918 H
 DE1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1099
 DE1099  HISTORY     - Date     Condition        Report By
 DE1099  HISTORY     - 1918     MONUMENTED       USGS
 DE1099  HISTORY     - 1960     GOOD             NGS
 DE1099  HISTORY     - 1978     MARK NOT FOUND   NGS
 DE1099  HISTORY     - 20000927 MARK NOT FOUND   SCGS
 DE1099
 DE1099                          STATION DESCRIPTION
 DE1099
 DE1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE1099'AT MONETTA.
 DE1099'AT MONETTA, ALONG THE SOUTHERN RAILWAY, AT THE CROSSING OF STATE
 DE1099'HIGHWAY 39, 115 FEET NORTHWEST OF AND ACROSS THE TRACK AND
 DE1099'HIGHWAY FROM THE NORTHWEST CORNER OF THE STATION, 102 FEET WEST
 DE1099'OF AND ACROSS THE HIGHWAY FROM MILEPOST 146, 13 FEET NORTH OF THE
 DE1099'NORTH RAIL OF THE MAIN TRACK, 48 FEET WEST-NORTHWEST OF THE
 DE1099'CENTER LINE OF THE CROSSING OF THE HIGHWAY AND THE MAIN TRACK,
 DE1099'25 1/2 FEET SOUTHEAST OF THE EAST ONE OF TWO 14-INCH MAGNOLIA
 DE1099'TREES, 1 1/2 FEET WEST OF THE SOUTH END OF A SMALL HEDGE-ROW,
 DE1099'1 FOOT EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 DE1099'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE 18 INCHES BELOW THE
 DE1099'SURFACE OF THE GROUND.
 DE1099
 DE1099                          STATION RECOVERY (1978)
 DE1099
 DE1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE1099'MARK NOT FOUND.
 DE1099
 DE1099                          STATION RECOVERY (2000)
 DE1099
 DE1099'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE1099'NOT RECOVERED, AREA HAS BEEN RE-DEVELOPED, ONLY RAILROAD REMAINS.
 DE1099'RECOVERY BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA0904 ***********************************************************************
 FA0904  DESIGNATION -  635
 FA0904  PID         -  FA0904
 FA0904  STATE/COUNTY-  SC/CHEROKEE
 FA0904  USGS QUAD   -  BLACKSBURG SOUTH (1971)
 FA0904
 FA0904                         *CURRENT SURVEY CONTROL
 FA0904  ___________________________________________________________________
 FA0904* NAD 83(1986)-  35 05 42.     (N)    081 35 49.     (W)     SCALED    
 FA0904* NAVD 88     -       193.028  (meters)     633.29   (feet)  POSTED    
 FA0904  ___________________________________________________________________
 FA0904  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FA0904  DYNAMIC HT  -         192.840 (meters)     632.68  (feet)  COMP
 FA0904  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 FA0904
 FA0904  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FA0904
 FA0904.The horizontal coordinates were scaled from a topographic map and have
 FA0904.an estimated accuracy of +/- 6 seconds.
 FA0904
 FA0904.The orthometric height was determined by differential leveling
 FA0904.and adjusted by the National Geodetic Survey in 1992..
 FA0904.No vertical observational check was made to the station.
 FA0904.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FA0904.was located on a no-check spur therefore a value was not computed.
 FA0904
 FA0904.The geoid height was determined by GEOID03.
 FA0904
 FA0904.The dynamic height is computed by dividing the NAVD 88
 FA0904.geopotential number by the normal gravity value computed on the
 FA0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0904.degrees latitude (g = 980.6199 gals.).
 FA0904
 FA0904.The modeled gravity was interpolated from observed gravity values.
 FA0904
 FA0904;                    North         East    Units  Estimated Accuracy
 FA0904;SPC SC       -   361,890.      555,160.      MT  (+/- 180 meters Scaled)
 FA0904
 FA0904                          SUPERSEDED SURVEY CONTROL
 FA0904
 FA0904  NGVD 29 (??/??/92)  193.250  (m)          634.02   (f) ADJ UNCH    1 2
 FA0904
 FA0904.Superseded values are not recommended for survey control.
 FA0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0904.See file dsdata.txt to determine how the superseded data were derived.
 FA0904
 FA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU455837(NAD 83)
 FA0904_MARKER: DD = SURVEY DISK
 FA0904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0904_SP_SET: ABUTMENT
 FA0904_STAMPING: 634.064
 FA0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0904
 FA0904  HISTORY     - Date     Condition        Report By
 FA0904  HISTORY     - UNK      MONUMENTED       USGS
 FA0904  HISTORY     - 1932     GOOD             NGS
 FA0904  HISTORY     - 1982     MARK NOT FOUND   NGS
 FA0904  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 FA0904
 FA0904                          STATION DESCRIPTION
 FA0904
 FA0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FA0904'3.3 MI NE FROM GAFFNEY.
 FA0904'ABOUT 3.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM GAFFNEY,
 FA0904'CHEROKEE COUNTY, ABOUT 200 FEET WEST OF MILEPOST 429, AT THE BRIDGE
 FA0904'OVER CHEROKEE CREEK, ABOUT 40 FEET EAST OF THE EAST END, IN THE
 FA0904'TOP OF THE SOUTH END OF THE OLD DRESSED-STONE ABUTMENT, ABOUT
 FA0904'40 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH-BOUND TRACK, AND ABOUT
 FA0904'12 FEET LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 FA0904'STANDARD DISK, STAMPED 634.064.
 FA0904
 FA0904                          STATION RECOVERY (1982)
 FA0904
 FA0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FA0904'NOT RECOVERED, THE OLD ABUTMENT WAS FOUND WITH NO SIGN OF THE DISK.
 FA0904
 FA0904                          STATION RECOVERY (1997)
 FA0904
 FA0904'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED1349 ***********************************************************************
 ED1349  DESIGNATION -  636
 ED1349  PID         -  ED1349
 ED1349  STATE/COUNTY-  SC/SPARTANBURG
 ED1349  USGS QUAD   -  WELLFORD (1983)
 ED1349
 ED1349                         *CURRENT SURVEY CONTROL
 ED1349  ___________________________________________________________________
 ED1349* NAD 83(1986)-  34 52 32.     (N)    082 05 03.     (W)     SCALED    
 ED1349* NAVD 88     -       193.959  (meters)     636.35   (feet)  ADJUSTED  
 ED1349  ___________________________________________________________________
 ED1349  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 ED1349  DYNAMIC HT  -         193.766 (meters)     635.71  (feet)  COMP
 ED1349  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 ED1349
 ED1349  VERT ORDER  -  FIRST     CLASS II
 ED1349
 ED1349.The horizontal coordinates were scaled from a topographic map and have
 ED1349.an estimated accuracy of +/- 6 seconds.
 ED1349
 ED1349.The orthometric height was determined by differential leveling
 ED1349.and adjusted by the National Geodetic Survey in June 1991..
 ED1349
 ED1349.The geoid height was determined by GEOID03.
 ED1349
 ED1349.The dynamic height is computed by dividing the NAVD 88
 ED1349.geopotential number by the normal gravity value computed on the
 ED1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1349.degrees latitude (g = 980.6199 gals.).
 ED1349
 ED1349.The modeled gravity was interpolated from observed gravity values.
 ED1349
 ED1349;                    North         East    Units  Estimated Accuracy
 ED1349;SPC SC       -   337,910.      510,480.      MT  (+/- 180 meters Scaled)
 ED1349
 ED1349                          SUPERSEDED SURVEY CONTROL
 ED1349
 ED1349  NGVD 29 (09/16/91)  194.055  (m)          636.66   (f) ADJUSTED    1 2
 ED1349
 ED1349.Superseded values are not recommended for survey control.
 ED1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1349.See file dsdata.txt to determine how the superseded data were derived.
 ED1349
 ED1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU009597(NAD 83)
 ED1349_MARKER: DD = SURVEY DISK
 ED1349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ED1349_SP_SET: METAL PIPE IMBEDDED IN GROUND
 ED1349_STAMPING: 636
 ED1349_MARK LOGO: USGS  
 ED1349_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1349+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 ED1349
 ED1349  HISTORY     - Date     Condition        Report By
 ED1349  HISTORY     - UNK      MONUMENTED       USGS
 ED1349  HISTORY     - 19880801 GOOD             SCGS
 ED1349
 ED1349                          STATION DESCRIPTION
 ED1349
 ED1349'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988
 ED1349'STATION IS LOCATED 1.7 MI EAST NORTHEAST OF REIDVILLE, 6.0 MI WEST
 ED1349'NORTHWEST OF MOORE.  OWNERSHIP--MR. NEIL K. WAGNER, RT 3, SPARTANBURG,
 ED1349'SC  29301.
 ED1349'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 296 AND 290
 ED1349'(2.95 MI NORTHEAST OF REIDVILLE), GO SOUTHWEST ON HIGHWAY 296 FOR
 ED1349'1.2 MI TO THE NEW AND OLD BRIDGE OVER THE SOUTH TYGER RIVER, FROM
 ED1349'THIS POINT PROCEED BY FOOT NORTH ALONG THE RIVER BANK FOR
 ED1349'APPROXIMATELY 2000 FT TO A CONCRETE BUILDING AND THE MARK.
 ED1349'STATION IS A SHALLOW-SET PIPE MARK WITH CAP PROJECTING 8-INCHES,
 ED1349'12.8 FT EAST OF THE EAST CORNER OF THE BUILDING, 11.3 FT SOUTHWEST
 ED1349'OF A 12-INCH LIVE OAK TREE, 27.0 FT NORTHEAST OF THE APPROXIMATE
 ED1349'EDGE OF THE NORTHEAST BANK OF THE RIVER, 1.5 FT NORTHEAST OF A
 ED1349'WITNESS POST.  A PIPE SET TO A DEPTH OF 3 FEET PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1092 ***********************************************************************
 DE1092  DESIGNATION -  637
 DE1092  PID         -  DE1092
 DE1092  STATE/COUNTY-  SC/SALUDA
 DE1092  USGS QUAD   -  RIDGE SPRING (1982)
 DE1092
 DE1092                         *CURRENT SURVEY CONTROL
 DE1092  ___________________________________________________________________
 DE1092* NAD 83(2001)-  33 50 51.49431(N)    081 40 34.89111(W)     ADJUSTED  
 DE1092* NAVD 88     -       194.123  (meters)     636.89   (feet)  ADJUSTED  
 DE1092  ___________________________________________________________________
 DE1092  X           -     767,660.936 (meters)                     COMP
 DE1092  Y           -  -5,246,967.142 (meters)                     COMP
 DE1092  Z           -   3,532,514.429 (meters)                     COMP
 DE1092  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DE1092  ELLIP HEIGHT-         163.98  (meters)          (05/31/05) GPS OBS
 DE1092  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 DE1092  DYNAMIC HT  -         193.921 (meters)     636.22  (feet)  COMP
 DE1092  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 DE1092
 DE1092  HORZ ORDER  -  FIRST
 DE1092  VERT ORDER  -  FIRST     CLASS II
 DE1092  ELLP ORDER  -  FOURTH    CLASS I
 DE1092
 DE1092.The horizontal coordinates were established by GPS observations
 DE1092.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DE1092
 DE1092.The orthometric height was determined by differential leveling
 DE1092.and adjusted by the National Geodetic Survey in June 1991..
 DE1092
 DE1092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1092
 DE1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1092
 DE1092.The ellipsoidal height was determined by GPS observations
 DE1092.and is referenced to NAD 83.
 DE1092
 DE1092.The geoid height was determined by GEOID03.
 DE1092
 DE1092.The dynamic height is computed by dividing the NAVD 88
 DE1092.geopotential number by the normal gravity value computed on the
 DE1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1092.degrees latitude (g = 980.6199 gals.).
 DE1092
 DE1092.The modeled gravity was interpolated from observed gravity values.
 DE1092
 DE1092;                    North         East     Units Scale Factor Converg.
 DE1092;SPC SC       -   223,582.901   547,016.473   MT  0.99979848   -0 22 29.9
 DE1092;SPC SC       -   733,539.70  1,794,673.47   iFT  0.99979848   -0 22 29.9
 DE1092;UTM  17      - 3,745,468.227   437,427.894   MT  0.99964827   -0 22 36.2
 DE1092
 DE1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1092!SPC SC       -   0.99997426  x   0.99979848  =   0.99977274
 DE1092!UTM  17      -   0.99997426  x   0.99964827  =   0.99962254
 DE1092
 DE1092                          SUPERSEDED SURVEY CONTROL
 DE1092
 DE1092  NAVD 88 (05/31/05)  194.12   (m)          636.9    (f) LEVELING    3  
 DE1092  NGVD 29 (??/??/92)  194.346  (m)          637.62   (f) ADJ UNCH    1 2
 DE1092
 DE1092.Superseded values are not recommended for survey control.
 DE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1092.See file dsdata.txt to determine how the superseded data were derived.
 DE1092
 DE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT3742845468(NAD 83)
 DE1092_MARKER: P = PIPE CAP
 DE1092_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DE1092_SP_SET: GALVANIZED STEEL PIPE
 DE1092_STAMPING: 637 1918
 DE1092_MARK LOGO: USGS  
 DE1092_PROJECTION: RECESSED 15 CENTIMETERS
 DE1092_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1092+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DE1092
 DE1092  HISTORY     - Date     Condition        Report By
 DE1092  HISTORY     - 1918     MONUMENTED       USGS
 DE1092  HISTORY     - 1960     GOOD             NGS
 DE1092  HISTORY     - 1978     MARK NOT FOUND   NGS
 DE1092  HISTORY     - 19920622 GOOD             SCGS
 DE1092  HISTORY     - 20031103 GOOD             SCGS
 DE1092
 DE1092                          STATION DESCRIPTION
 DE1092
 DE1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE1092'0.9 MI W FROM RIDGE SPRINGS.
 DE1092'ABOUT 0.9 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 DE1092'AT RIDGE SPRINGS, AT THE CROSSING OF A BLACK TOP ROAD, 62 FEET
 DE1092'SOUTHEAST OF AND ACROSS THE TRACK AND ROAD FROM MILEPOST 150, 19
 DE1092'FEET SOUTH OF THE SOUTH RAIL, 16 1/2 FEET EAST OF THE CENTER LINE
 DE1092'OF ROAD, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE CROSSING, 26
 DE1092'FEET WEST-NORTHWEST OF THE FIRST TELEPHONE POLE EAST OF THE
 DE1092'CROSSING, 4 FEET SOUTHEAST OF A RAILROAD CROSSING SIGN POST,
 DE1092'2 1/2 FEET NORTH OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD
 DE1092'LEADING WEST ALONG THE SOUTH SIDE OF THE TRACK, 2 FEET WEST OF A
 DE1092'STEEL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 DE1092'AND IS RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 2
 DE1092'INCHES.
 DE1092
 DE1092                          STATION RECOVERY (1978)
 DE1092
 DE1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE1092'MARK NOT FOUND.
 DE1092
 DE1092                          STATION RECOVERY (1992)
 DE1092
 DE1092'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE1092'STATION IS LOCATED 0.8 MILE (1.3 KM) WEST OF RIDGE SPRING.
 DE1092'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1092'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE1092'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 (JOHNSTON
 DE1092'ROAD), 39 (SALUDA ROAD) AND STATE ROAD 23 (MOUNT CALVARY ROAD) IN
 DE1092'RIDGE SPRING, GO SOUTH SOUTHWEST ON ROAD 23 FOR 0.1 MILE (0.2 KM) TO
 DE1092'A RAILROAD CROSSING AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 DE1092'CROSSING.
 DE1092'STATION IS A PIPE WITH CAP RECESSED 0.8 FOOT (24.4 CM) AND 1.0 FOOT
 DE1092'(0.3 M) BELOW THE TRACKS, 18.0 FEET (5.5 M) EAST SOUTHEAST OF THE
 DE1092'CENTER OF THE ROAD, 19.0 FEET (5.8 M) SOUTH SOUTHWEST OF THE SOUTH
 DE1092'RAIL OF THE TRACK, 60.5 FEET (18.4 M) SOUTHEAST OF RAILROAD MILE POST
 DE1092'NUMBER 152, 50.8 FEET (15.5 M) EAST OF A TELEPHONE JUNCTION BOX
 DE1092'SUPPORT POST 13/14 L/1, 9.0 FEET (2.7 M) SOUTH SOUTHWEST OF THE EAST
 DE1092'END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 4.0 FEET
 DE1092'(1.2 M) SOUTHEAST OF A WITNESS POST.
 DE1092
 DE1092                          STATION RECOVERY (2003)
 DE1092
 DE1092'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE1092'STATION IS LOCATED 0.9 MILE WEST NORTHWEST OF RIDGE SPRING, 11.9 MILES
 DE1092'SOUTH SOUTHEAST  OF SALUDA. OWNERSHIP--SCDOT, DIRECTOR OF
 DE1092'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29201, PHONE
 DE1092'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DE1092'23, 39 AND STATE ROAD 23  (MOUNT CALVARY ROAD), 0.9 MILE WEST
 DE1092'NORTHWEST OF RIDGE SPRING, GO SOUTH ON ROAD 23 FOR  0.1 MILE TO THE
 DE1092'STATION ON THE LEFT NEAR A RAILROAD CROSSING ARM. STATION IS PIPE CAP
 DE1092'ATTACHED TO A GALVANIZED STEEL PIPE RECESSED 0.5 FOOT AND 0.5 FOOT
 DE1092'BELOW THE ROAD, 17.5 FEET EAST SOUTHEAST OF THE CENTER OF THE ROAD,
 DE1092'6.0 FEET SOUTHWEST  OF A METAL POLE SUPPORTING A RAILROAD CROSSING
 DE1092'ARM, 18.8 FEET SOUTH SOUTHWEST OF THE  SOUTH RAIL OF THE TRACKS, 12.8
 DE1092'FEET WEST SOUTHWEST OF THE EAST END OF A 1.5-FOOT  CONCRETE PIPE
 DE1092'CULVERT BENEATH THE ROAD, 16.8 FEET NORTHWEST OF A BURIED FIBER OPTIC
 DE1092'WARNING POST NUMBER 14953, 4.0 FEET SOUTH SOUTHEAST OF A WITNESS POST.
 DE1092'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3302 ***********************************************************************
 DE3302  DESIGNATION -  64 SW 18
 DE3302  PID         -  DE3302
 DE3302  STATE/COUNTY-  SC/AIKEN
 DE3302  USGS QUAD   -  GRANITEVILLE (1980)
 DE3302
 DE3302                         *CURRENT SURVEY CONTROL
 DE3302  ___________________________________________________________________
 DE3302* NAD 83(1986)-  33 33 49.     (N)    081 45 53.     (W)     SCALED    
 DE3302* NAVD 88     -       133.138  (meters)     436.80   (feet)  ADJUSTED  
 DE3302  ___________________________________________________________________
 DE3302  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DE3302  DYNAMIC HT  -         132.995 (meters)     436.33  (feet)  COMP
 DE3302  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DE3302
 DE3302  VERT ORDER  -  FIRST     CLASS II
 DE3302
 DE3302.The horizontal coordinates were scaled from a topographic map and have
 DE3302.an estimated accuracy of +/- 6 seconds.
 DE3302
 DE3302.The orthometric height was determined by differential leveling
 DE3302.and adjusted by the National Geodetic Survey in April 1994..
 DE3302
 DE3302.The geoid height was determined by GEOID03.
 DE3302
 DE3302.The dynamic height is computed by dividing the NAVD 88
 DE3302.geopotential number by the normal gravity value computed on the
 DE3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3302.degrees latitude (g = 980.6199 gals.).
 DE3302
 DE3302.The modeled gravity was interpolated from observed gravity values.
 DE3302
 DE3302;                    North         East    Units  Estimated Accuracy
 DE3302;SPC SC       -   192,140.      538,610.      MT  (+/- 180 meters Scaled)
 DE3302
 DE3302                          SUPERSEDED SURVEY CONTROL
 DE3302
 DE3302.No superseded survey control is available for this station.
 DE3302
 DE3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT290140(NAD 83)
 DE3302_MARKER: P = PIPE CAP
 DE3302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3302_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3302_STAMPING: 64 1992 SW 18
 DE3302_MARK LOGO: SC0020
 DE3302_PROJECTION: RECESSED 8 CENTIMETERS
 DE3302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3302+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 DE3302_ROD/PIPE-DEPTH: 0.76 meters
 DE3302
 DE3302  HISTORY     - Date     Condition        Report By
 DE3302  HISTORY     - 1992     MONUMENTED       SC0020
 DE3302  HISTORY     - 19920909 GOOD             SCGS
 DE3302  HISTORY     - 20000724 GOOD             SCGS
 DE3302  HISTORY     - 20030922 GOOD             USPSQD
 DE3302
 DE3302                          STATION DESCRIPTION
 DE3302
 DE3302'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3302'STATION IS LOCATED 2.35 MILES (3.78 KM) WEST OF AIKEN, 2.55 MILES
 DE3302'(4.10 KM) EAST OF GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3302'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3302'803-737-1350.
 DE3302'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND
 DE3302'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST
 DE3302'OF AIKEN, GO EAST ON HIGHWAYS 1 AND 78 FOR 0.8 MILE (1.3 KM) TO
 DE3302'UNIVERSITY PARKWAY LEFT AND AN ENTRANCE RIGHT TO A BANK AND OFFICE
 DE3302'PLAZA AND THE STATION IN THE SOUTHEAST ANGLE.
 DE3302'STATION IS A PIPE MARK WITH CAP RECESSED 0.3 FOOT (9.1 CM) AND LEVEL
 DE3302'WITH THE HIGHWAY, 13.5 FEET (4.1 M) NORTH OF A SECURITY LIGHT POLE,
 DE3302'14.3 FEET (4.4 M) SOUTHWEST OF A POWER POLE WITH FOUR GUY WIRES, 3.9
 DE3302'FEET (1.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A CURB AT THE PLAZA
 DE3302'EXIT LANES, 39.2 FEET (11.9 M) WEST OF THE NORTHWEST CORNER OF A
 DE3302'CONCRETE SIDEWALK LEADING TO AN AUTOMATIC TELLER BANK MACHINE, 22.2
 DE3302'FEET (6.8 M) WEST NORTHWEST OF SURVEY STATION 2 079, 11.9 FEET
 DE3302'(3.6 M) SOUTHWEST OF A WITNESS POST.
 DE3302'RECOVERED BY T. HALL.
 DE3302
 DE3302                          STATION RECOVERY (2000)
 DE3302
 DE3302'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3302'STATION IS LOCATED 2.5 MILES (4.0 KM) WEST OF AIKEN. OWNERSHIP--SCDOT,
 DE3302'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3302'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DE3302'HIGHWAYS 1, 78 (JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 (ROBERT
 DE3302'M.  BELL PARKWAY) , 3.2 MILES (5.1 KM) WEST OF AIKEN, GO EAST ON
 DE3302'HIGHWAYS 1 AND 78 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT
 DE3302'NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF AN ENTRANCE DRIVE TO A
 DE3302'BANK AND THE AIKEN SHOPPING PLAZA, ACROSS THE HIGHWAY FROM THE
 DE3302'JUNCTION OF STATE ROAD 2131 (UNIVERSITY PARKWAY) . STATION IS AN
 DE3302'ALUMINUM PIPE MARK WITH CAP FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 DE3302'CM) ABOVE THE ENTRANCE DRIVE, 13.5 FEET (4.1 M) NORTH OF A SECURITY
 DE3302'LIGHT POLE, 14.0 FEET (4.3 M) SOUTHWEST OF THE POWER POLE NUMBER
 DE3302'404883 WITH FOUR GUY WIRES AND A METER, 4.0 FEET (1.2 M) EAST
 DE3302'SOUTHEAST OF THE SOUTHEAST EDGE OF A CURB AT THE PLAZA EXIT LANES,
 DE3302'22.2 FEET (6.8 M) NORTHWEST OF SURVEY STATION 2 079, 12.0 FEET (3.7 M)
 DE3302'SOUTHWEST OF A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 DE3302
 DE3302                          STATION RECOVERY (2003)
 DE3302
 DE3302'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DE3302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0291 ***********************************************************************
 EC0291  DESIGNATION -  640
 EC0291  PID         -  EC0291
 EC0291  STATE/COUNTY-  SC/CHESTER
 EC0291  USGS QUAD   -  BLACKSTOCK (1983)
 EC0291
 EC0291                         *CURRENT SURVEY CONTROL
 EC0291  ___________________________________________________________________
 EC0291* NAD 83(1986)-  34 36 56.     (N)    081 10 55.     (W)     SCALED    
 EC0291* NAVD 88     -       194.380  (meters)     637.73   (feet)  ADJUSTED  
 EC0291  ___________________________________________________________________
 EC0291  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 EC0291  DYNAMIC HT  -         194.189 (meters)     637.10  (feet)  COMP
 EC0291  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 EC0291
 EC0291  VERT ORDER  -  SECOND    CLASS 0
 EC0291
 EC0291.The horizontal coordinates were scaled from a topographic map and have
 EC0291.an estimated accuracy of +/- 6 seconds.
 EC0291
 EC0291.The orthometric height was determined by differential leveling
 EC0291.and adjusted by the National Geodetic Survey in June 1991..
 EC0291
 EC0291.The geoid height was determined by GEOID03.
 EC0291
 EC0291.The dynamic height is computed by dividing the NAVD 88
 EC0291.geopotential number by the normal gravity value computed on the
 EC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0291.degrees latitude (g = 980.6199 gals.).
 EC0291
 EC0291.The modeled gravity was interpolated from observed gravity values.
 EC0291
 EC0291;                    North         East    Units  Estimated Accuracy
 EC0291;SPC SC       -   308,560.      592,910.      MT  (+/- 180 meters Scaled)
 EC0291
 EC0291                          SUPERSEDED SURVEY CONTROL
 EC0291
 EC0291  NGVD 29 (??/??/92)  194.583  (m)          638.39   (f) ADJ UNCH    2 0
 EC0291
 EC0291.Superseded values are not recommended for survey control.
 EC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0291.See file dsdata.txt to determine how the superseded data were derived.
 EC0291
 EC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU833304(NAD 83)
 EC0291_MARKER: DD = SURVEY DISK
 EC0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EC0291_SP_SET: BUILDING
 EC0291_STAMPING: 638.493 COLUMBIA 1900
 EC0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC0291
 EC0291  HISTORY     - Date     Condition        Report By
 EC0291  HISTORY     - 1900     MONUMENTED       USGS
 EC0291  HISTORY     - 1934     GOOD             NGS
 EC0291  HISTORY     - 1934     GOOD             NGS
 EC0291  HISTORY     - 19980805 MARK NOT FOUND   SCGS
 EC0291  HISTORY     - 19990317 MARK NOT FOUND   USPSQD
 EC0291
 EC0291                          STATION DESCRIPTION
 EC0291
 EC0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EC0291'0.5 MI N FROM CORNWELL.
 EC0291'ABOUT 0.5 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EC0291'AT CORNWELL, CHESTER COUNTY, AT THE W.O. MC KEOWN AND SON MACHINE
 EC0291'SHOP, IN THE FRONT WALL OF THE BUILDING, 1 FOOT FROM THE SOUTHEAST
 EC0291'CORNER, AND ABOUT 2 FEET ABOVE THE GROUND.  A UNITED STATES
 EC0291'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 638.493 COLUMBIA 1900 AND
 EC0291'SET VERTICALLY.
 EC0291
 EC0291                          STATION RECOVERY (1934)
 EC0291
 EC0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EC0291'RECOVERED IN GOOD CONDITION.
 EC0291
 EC0291                          STATION RECOVERY (1998)
 EC0291
 EC0291'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 EC0291'NOT RECOVERED, BUILDING PROBABLY DESTROYED UNDER FOUR LANE HIGHWAY
 EC0291'CONSTRUCTION, NOT ON TOPOGRAPHIC MAP OF 1968, SEARCHED 15 MINUTES.
 EC0291'RECOVERY BY C.J.  STONE.
 EC0291
 EC0291                          STATION RECOVERY (1999)
 EC0291
 EC0291'RECOVERY NOTE BY US POWER SQUADRON 1999
 EC0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1106 ***********************************************************************
 DE1106  DESIGNATION -  647
 DE1106  PID         -  DE1106
 DE1106  STATE/COUNTY-  SC/LEXINGTON
 DE1106  USGS QUAD   -  BATESBURG (1982)
 DE1106
 DE1106                         *CURRENT SURVEY CONTROL
 DE1106  ___________________________________________________________________
 DE1106* NAD 83(1986)-  33 54 23.     (N)    081 32 52.     (W)     SCALED    
 DE1106* NAVD 88     -       197.119  (meters)     646.71   (feet)  ADJUSTED  
 DE1106  ___________________________________________________________________
 DE1106  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DE1106  DYNAMIC HT  -         196.916 (meters)     646.05  (feet)  COMP
 DE1106  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 DE1106
 DE1106  VERT ORDER  -  FIRST     CLASS II
 DE1106
 DE1106.The horizontal coordinates were scaled from a topographic map and have
 DE1106.an estimated accuracy of +/- 6 seconds.
 DE1106
 DE1106.The orthometric height was determined by differential leveling
 DE1106.and adjusted by the National Geodetic Survey in June 1991..
 DE1106
 DE1106.The geoid height was determined by GEOID03.
 DE1106
 DE1106.The dynamic height is computed by dividing the NAVD 88
 DE1106.geopotential number by the normal gravity value computed on the
 DE1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1106.degrees latitude (g = 980.6199 gals.).
 DE1106
 DE1106.The modeled gravity was interpolated from observed gravity values.
 DE1106
 DE1106;                    North         East    Units  Estimated Accuracy
 DE1106;SPC SC       -   230,030.      558,950.      MT  (+/- 180 meters Scaled)
 DE1106
 DE1106                          SUPERSEDED SURVEY CONTROL
 DE1106
 DE1106  NGVD 29 (??/??/92)  197.341  (m)          647.44   (f) ADJ UNCH    1 2
 DE1106
 DE1106.Superseded values are not recommended for survey control.
 DE1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1106.See file dsdata.txt to determine how the superseded data were derived.
 DE1106
 DE1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT493519(NAD 83)
 DE1106_MARKER: P = PIPE CAP
 DE1106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1106_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1106_STAMPING: 647 1918
 DE1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1106
 DE1106  HISTORY     - Date     Condition        Report By
 DE1106  HISTORY     - 1918     MONUMENTED       USGS
 DE1106  HISTORY     - 1960     GOOD             NGS
 DE1106  HISTORY     - 1978     MARK NOT FOUND   NGS
 DE1106  HISTORY     - 20020530 MARK NOT FOUND   SCGS
 DE1106
 DE1106                          STATION DESCRIPTION
 DE1106
 DE1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE1106'AT BATESBURG.
 DE1106'AT BATESBURG, ALONG THE SOUTHERN RAILWAY, AT THE CROSSING OF OAK
 DE1106'STREET, ABOUT 33 YARDS EAST OF AND ACROSS OAK STREET AND THE
 DE1106'TRACK FROM THE EAST CORNER OF THE STATION, 26 1/2 FEET SOUTHEAST
 DE1106'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 14 FEET NORTHEAST OF THE
 DE1106'NORTHEAST CURB LINE OF OAK STREET, 25 FEET NORTHWEST OF THE
 DE1106'NORTHWEST CURB LINE OF RAILROAD AVENUE, 8 1/2 FEET SOUTH-SOUTHEAST
 DE1106'OF THE SOUTH CORNER OF CONCRETE FOUNDATION FOR SIGNAL CONTROL BOX,
 DE1106'4 1/2 FEET SOUTHEAST OF THE FIRST TELEPHONE POLE NORTHEAST OF OAK
 DE1106'STREET, 1/2 FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE OAK
 DE1106'STREET SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK,
 DE1106'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE 1 INCH BELOW THE
 DE1106'SURFACE OF THE GROUND.  NOTE-- ROD WAS HELD ON NORTHWEST EDGE OF
 DE1106'DISK.
 DE1106
 DE1106                          STATION RECOVERY (1978)
 DE1106
 DE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE1106'MARK NOT FOUND.
 DE1106
 DE1106                          STATION RECOVERY (2002)
 DE1106
 DE1106'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1106'NOT RECOVERED, SEARCHED 15 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 DE1106'TO A PAVED
 DE1106'AREA OF AN INTERSECTION,  PRESUMED DESTROYED.
 DE1106'RECOVERY BY R.P. MCKEOWN.
 DE1106' 
 DE1106' 
 DE1106' 
 DE1106' 
 DE1106'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9490 ***********************************************************************
 DH9490  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9490  DESIGNATION -  64CS
 DH9490  PID         -  DH9490
 DH9490  STATE/COUNTY-  SC/COLLETON
 DH9490  USGS QUAD   -  SNIDERS CROSSROADS (1988)
 DH9490
 DH9490                         *CURRENT SURVEY CONTROL
 DH9490  ___________________________________________________________________
 DH9490* NAD 83(2001)-  32 58 20.87726(N)    080 49 38.80931(W)     ADJUSTED  
 DH9490* NAVD 88     -        23.10   (meters)      75.8    (feet)  GPS OBS   
 DH9490  ___________________________________________________________________
 DH9490  X           -     853,811.565 (meters)                     COMP
 DH9490  Y           -  -5,287,640.013 (meters)                     COMP
 DH9490  Z           -   3,451,392.650 (meters)                     COMP
 DH9490  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DH9490  ELLIP HEIGHT-          -8.43  (meters)          (05/04/06) GPS OBS
 DH9490  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DH9490
 DH9490  HORZ ORDER  -  FIRST
 DH9490  ELLP ORDER  -  FOURTH    CLASS II
 DH9490
 DH9490.The horizontal coordinates were established by GPS observations
 DH9490.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9490
 DH9490.The orthometric height was determined by GPS observations and a
 DH9490.high-resolution geoid model using precise GPS observation and
 DH9490.processing techniques.
 DH9490
 DH9490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9490
 DH9490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9490
 DH9490.The ellipsoidal height was determined by GPS observations
 DH9490.and is referenced to NAD 83.
 DH9490
 DH9490.The geoid height was determined by GEOID03.
 DH9490
 DH9490;                    North         East     Units Scale Factor Converg.
 DH9490;SPC SC       -   126,342.858   625,728.485   MT  0.99986707   +0 05 44.4
 DH9490;SPC SC       -   414,510.69  2,052,914.98   iFT  0.99986707   +0 05 44.4
 DH9490;UTM  17      - 3,648,247.732   516,124.194   MT  0.99960321   +0 05 38.1
 DH9490
 DH9490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9490!SPC SC       -   1.00000132  x   0.99986707  =   0.99986839
 DH9490!UTM  17      -   1.00000132  x   0.99960321  =   0.99960453
 DH9490
 DH9490                          SUPERSEDED SURVEY CONTROL
 DH9490
 DH9490.No superseded survey control is available for this station.
 DH9490
 DH9490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS1612448248(NAD 83)
 DH9490_MARKER: DD = SURVEY DISK
 DH9490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9490_STAMPING: 64CS 2005
 DH9490_MARK LOGO: SCGS  
 DH9490_PROJECTION: FLUSH
 DH9490_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9490+STABILITY: SURFACE MOTION
 DH9490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9490+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 DH9490
 DH9490  HISTORY     - Date     Condition        Report By
 DH9490  HISTORY     - 20050928 MONUMENTED       SCGS
 DH9490
 DH9490                          STATION DESCRIPTION
 DH9490
 DH9490'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005
 DH9490'STATION IS LOCATED 8.1 MI (13.04 KM) SOUTH OF SMOAKS, 10.4 MI (16.74
 DH9490'KM) WEST-NORTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 DH9490'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DH9490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (LOW COUNTRY
 DH9490'HIGHWAY) AND STATE HIGHWAY 64 (BELLS HIGHWAY) AT BELLS CROSSROADS,
 DH9490'12.45 MI (20.04 KM) WEST NORTHWEST OF WALTERBORO, GO SOUTHEAST ON
 DH9490'HIGHWAY 64 FOR 1.45 MI (2.33 KM) TO THE STATION ON THE LEFT NEAR A
 DH9490'SECURITY LIGHT POLE IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE
 DH9490'ROAD 272 (HYDRICK ROAD) AT THE 64 CORNER STORE. STATION IS A CONCRETE
 DH9490'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 116.8 FT (35.6
 DH9490'M) SOUTHEAST OF THE EAST CORNER OF THE STORE, 67.6 FT (20.6 M) NORTH
 DH9490'NORTHEAST OF THE CENTER OF THE HIGHWAY, 46.0 FT (14.0 M) WEST OF THE
 DH9490'CENTER OF THE ROAD, 3.8 FT (1.2 M) SOUTH OF THE SECURITY LIGHT POLE,
 DH9490'40.8 FT (12.4 M) NORTHEAST OF A TELEPHONE JUNCTION BOX A/42B, 20.6 FT
 DH9490'(6.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE RIGHT OF WAY
 DH9490'MARKER PROJECTING ONE FOOT, 3.4 FT (1.0 M) SOUTH OF A WITNESS POST.
 DH9490'DESCRIBED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0590 ***********************************************************************
 DD0590  DESIGNATION -  65
 DD0590  PID         -  DD0590
 DD0590  STATE/COUNTY-  SC/WILLIAMSBURG
 DD0590  USGS QUAD   -  SALTERS (1990)
 DD0590
 DD0590                         *CURRENT SURVEY CONTROL
 DD0590  ___________________________________________________________________
 DD0590* NAD 83(1986)-  33 30 35.     (N)    079 48 58.     (W)     SCALED    
 DD0590* NAVD 88     -        19.465  (meters)      63.86   (feet)  POSTED    
 DD0590  ___________________________________________________________________
 DD0590  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DD0590  DYNAMIC HT  -          19.440 (meters)      63.78  (feet)  COMP
 DD0590  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 DD0590
 DD0590  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DD0590
 DD0590.The horizontal coordinates were scaled from a topographic map and have
 DD0590.an estimated accuracy of +/- 6 seconds.
 DD0590
 DD0590.The orthometric height was determined by differential leveling
 DD0590.and adjusted by the National Geodetic Survey in 1992..
 DD0590.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DD0590.rate of 0.0 thru 1.0 mm/km.
 DD0590
 DD0590.The geoid height was determined by GEOID03.
 DD0590
 DD0590.The dynamic height is computed by dividing the NAVD 88
 DD0590.geopotential number by the normal gravity value computed on the
 DD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0590.degrees latitude (g = 980.6199 gals.).
 DD0590
 DD0590.The modeled gravity was interpolated from observed gravity values.
 DD0590
 DD0590;                    North         East    Units  Estimated Accuracy
 DD0590;SPC SC       -   186,540.      719,570.      MT  (+/- 180 meters Scaled)
 DD0590
 DD0590                          SUPERSEDED SURVEY CONTROL
 DD0590
 DD0590  NGVD 29 (??/??/92)   19.770  (m)           64.86   (f) ADJ UNCH    2 0
 DD0590
 DD0590.Superseded values are not recommended for survey control.
 DD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0590.See file dsdata.txt to determine how the superseded data were derived.
 DD0590
 DD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT099084(NAD 83)
 DD0590_MARKER: DD = SURVEY DISK
 DD0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD0590_STAMPING: 65.0
 DD0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0590+STABILITY: SURFACE MOTION
 DD0590
 DD0590  HISTORY     - Date     Condition        Report By
 DD0590  HISTORY     - UNK      MONUMENTED       USGS
 DD0590  HISTORY     - 1935     GOOD             NGS
 DD0590
 DD0590                          STATION DESCRIPTION
 DD0590
 DD0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DD0590'3.8 MI E FROM LANE.
 DD0590'U.S.G.S. IS LOCATED 3.8 MILES EAST OF A.C.L.R.R. STATION AT LANE,
 DD0590'2 MILES WEST OF STATION TAFT, 26 FEET NORTH OF CENTERLINE OF
 DD0590'COUNTY ROAD, 10 FEET SOUTHEAST OF WESTERN UNION TEL. POLE 1135.
 DD0590'BRONZE TABLET SET IN TOP OF CONCRETE POST 8 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0544 ***********************************************************************
 DD0544  DESIGNATION -  65
 DD0544  PID         -  DD0544
 DD0544  STATE/COUNTY-  SC/BERKELEY
 DD0544  USGS QUAD   -  BONNEAU (1990)
 DD0544
 DD0544                         *CURRENT SURVEY CONTROL
 DD0544  ___________________________________________________________________
 DD0544* NAD 83(1986)-  33 16 15.     (N)    079 58 13.     (W)     SCALED    
 DD0544* NAVD 88     -        19.455  (meters)      63.83   (feet)  POSTED    
 DD0544  ___________________________________________________________________
 DD0544  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DD0544  DYNAMIC HT  -          19.430 (meters)      63.75  (feet)  COMP
 DD0544  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DD0544
 DD0544  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DD0544
 DD0544.The horizontal coordinates were scaled from a topographic map and have
 DD0544.an estimated accuracy of +/- 6 seconds.
 DD0544
 DD0544.The orthometric height was determined by differential leveling
 DD0544.and adjusted by the National Geodetic Survey in 1992..
 DD0544.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DD0544.rate of 0.0 thru 1.0 mm/km.
 DD0544
 DD0544.The geoid height was determined by GEOID03.
 DD0544
 DD0544.The dynamic height is computed by dividing the NAVD 88
 DD0544.geopotential number by the normal gravity value computed on the
 DD0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0544.degrees latitude (g = 980.6199 gals.).
 DD0544
 DD0544.The modeled gravity was interpolated from observed gravity values.
 DD0544
 DD0544;                    North         East    Units  Estimated Accuracy
 DD0544;SPC SC       -   159,890.      705,520.      MT  (+/- 180 meters Scaled)
 DD0544
 DD0544                          SUPERSEDED SURVEY CONTROL
 DD0544
 DD0544  NGVD 29 (03/21/89)   19.763  (m)           64.84   (f) ADJUSTED    2 0
 DD0544
 DD0544.Superseded values are not recommended for survey control.
 DD0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0544.See file dsdata.txt to determine how the superseded data were derived.
 DD0544
 DD0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS958817(NAD 83)
 DD0544_MARKER: P = PIPE CAP
 DD0544_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0544_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0544_STAMPING: 65 1918
 DD0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0544
 DD0544  HISTORY     - Date     Condition        Report By
 DD0544  HISTORY     - 1918     MONUMENTED       USGS
 DD0544  HISTORY     - 1961     MARK NOT FOUND   NGS
 DD0544  HISTORY     - 1982     MARK NOT FOUND   SCGS
 DD0544
 DD0544                          STATION DESCRIPTION
 DD0544
 DD0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DD0544'AT MACBETH.
 DD0544'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 DD0544'THE CONSTRUCTION OF THE SECOND TRACK MAY POSSIBLY HAVE DESTROYED
 DD0544'THIS MARK.  AT MC BETH, BERKELEY COUNTY, ON THE ATLANTIC COAST
 DD0544'LINE RAILROAD, 93 FEET NORTH OF THE NORTH END OF THE STATION,
 DD0544'AT A ROAD CROSSING, 21 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 DD0544'12 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND NEAR A
 DD0544'CROSSING-WARNING SIGN.  A USGS STANDARD CAP, STAMPED 65 1918 AND
 DD0544'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 3 INCHES
 DD0544'ABOVE GROUND.
 DD0544
 DD0544                          STATION RECOVERY (1982)
 DD0544
 DD0544'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD0544'NOT RECOVERED, BELIEVED DESTROYED DUE TO WIDENING OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3289 ***********************************************************************
 DE3289  DESIGNATION -  65 NW 16
 DE3289  PID         -  DE3289
 DE3289  STATE/COUNTY-  SC/AIKEN
 DE3289  USGS QUAD   -  AIKEN (1980)
 DE3289
 DE3289                         *CURRENT SURVEY CONTROL
 DE3289  ___________________________________________________________________
 DE3289* NAD 83(1986)-  33 35 20.     (N)    081 44 23.     (W)     SCALED    
 DE3289* NAVD 88     -       127.637  (meters)     418.76   (feet)  ADJUSTED  
 DE3289  ___________________________________________________________________
 DE3289  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DE3289  DYNAMIC HT  -         127.499 (meters)     418.30  (feet)  COMP
 DE3289  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 DE3289
 DE3289  VERT ORDER  -  FIRST     CLASS II
 DE3289
 DE3289.The horizontal coordinates were scaled from a topographic map and have
 DE3289.an estimated accuracy of +/- 6 seconds.
 DE3289
 DE3289.The orthometric height was determined by differential leveling
 DE3289.and adjusted by the National Geodetic Survey in April 1994..
 DE3289
 DE3289.The geoid height was determined by GEOID03.
 DE3289
 DE3289.The dynamic height is computed by dividing the NAVD 88
 DE3289.geopotential number by the normal gravity value computed on the
 DE3289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3289.degrees latitude (g = 980.6199 gals.).
 DE3289
 DE3289.The modeled gravity was interpolated from observed gravity values.
 DE3289
 DE3289;                    North         East    Units  Estimated Accuracy
 DE3289;SPC SC       -   194,930.      540,950.      MT  (+/- 180 meters Scaled)
 DE3289
 DE3289                          SUPERSEDED SURVEY CONTROL
 DE3289
 DE3289.No superseded survey control is available for this station.
 DE3289
 DE3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT313168(NAD 83)
 DE3289_MARKER: P = PIPE CAP
 DE3289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3289_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3289_STAMPING: 65 1992 NW 16
 DE3289_MARK LOGO: SC0020
 DE3289_PROJECTION: RECESSED 8 CENTIMETERS
 DE3289_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3289+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 DE3289_ROD/PIPE-DEPTH: 0.76 meters
 DE3289
 DE3289  HISTORY     - Date     Condition        Report By
 DE3289  HISTORY     - 1992     MONUMENTED       SC0020
 DE3289  HISTORY     - 19920909 GOOD             SCGS
 DE3289  HISTORY     - 20001218 GOOD             SCGS
 DE3289
 DE3289                          STATION DESCRIPTION
 DE3289
 DE3289'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3289'THE STATION IS LOCATED 2.2 MILES (3.5 KM) NORTH NORTHWEST OF AIKEN,
 DE3289'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3289'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3289'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (LAUREN
 DE3289'STREET NORTHWEST) AND 118 (RUTLAND DRIVE NORTHWEST) AND U.S. HIGHWAYS
 DE3289'TRUCK 1 AND 78 (RUTLAND DRIVE), 1.4 MILES (2.3 KM) NORTH OF AIKEN, GO
 DE3289'WEST ON HIGHWAYS 118 AND TRUCK 1 AND 78 FOR 1.35 MILES (2.17 KM) TO
 DE3289'THE FIRST ONE OF TWO DRIVEWAYS RIGHT LEADING TO THE UNIVERSITY
 DE3289'PARKWAY APARTMENTS AND THE STATION IN THE NORTHEAST ANGLE.
 DE3289'STATION IS A PIPE MARK WITH CAP RECESSED 0.3 FOOT (9.1 CM) AND LEVEL
 DE3289'WITH THE HIGHWAY, 40.7 FEET (12.4 M) NORTH OF THE CENTER OF THE
 DE3289'HIGHWAY, 35.4 FEET (10.8 M) EAST OF THE EAST END OF A 2.0-FOOT
 DE3289'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 48.5 FEET (14.8 M) WEST
 DE3289'OF POWER POLE NUMBER 354894, 47.5 FEET (14.5 M) WEST OF A TELEPHONE
 DE3289'JUNCTION BOX NUMBER 11, 74.8 FEET (22.8 M) SOUTH OF A 1.2-FOOT PINE
 DE3289'TREE, 49.4 FEET (15.1 M) WEST OF A WITNESS POST AT A POWER POLE.
 DE3289'DESCRIBED BY T. HALL.
 DE3289
 DE3289                          STATION RECOVERY (2000)
 DE3289
 DE3289'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3289'STATION IS LOCATED 1.85 MILES (2.98 KM) SOUTHWEST OF AIKEN.
 DE3289'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3289'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3289'JUNCTION OF STATE HIGHWAYS 19 (LAUREN STREET NORTHWEST) , 118 (RUTLAND
 DE3289'DRIVE NORTHWEST) AND U.S.  HIGHWAYS TRUCK ROUTE 1 AND 78 (RUTLAND
 DE3289'DRIVE) AND TRUCK ROUTE STATE HIGHWAY 19, 1.4 MILES (2.3 KM) NORTH OF
 DE3289'AIKEN, GO WEST ON HIGHWAYS 118 AND TRUCK 78 FOR 1.35 MILES (2.17 KM)
 DE3289'TO THE STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF THE 1ST ONE OF
 DE3289'TWO DRIVEWAYS LEADING TO THE UNIVERSITY PARKWAY APARTMENTS.  STATION
 DE3289'IS AN ALUMINUM PIPE MARK WITH CAP RECESSED 0.3 FOOT (9.1 CM) AND LEVEL
 DE3289'WITH THE HIGHWAY, 41.7 FEET (12.7 M) NORTH OF THE CENTER OF THE
 DE3289'HIGHWAY, 35.4 FEET (10.8 M) EAST OF THE EAST END OF A 1.6-FOOT
 DE3289'CONCRETE PIPE CULVERT BENEATH THE 1ST DRIVEWAY TO THE APARTMENTS, 49.0
 DE3289'FEET (14.9 M) WEST OF THE POWER POLE NUMBER 354894 WITH TWO GUY WIRES,
 DE3289'47.7 FEET (14.5 M) WEST OF A TELEPHONE JUNCTION BOX NUMBER 11, 49.4
 DE3289'FEET (15.1 M) WEST OF A WITNESS POST.  RECOVERED BY M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3164 ***********************************************************************
 DE3164  DESIGNATION -  65 WDK
 DE3164  PID         -  DE3164
 DE3164  STATE/COUNTY-  SC/SALUDA
 DE3164  USGS QUAD   -  OWDOMS (1982)
 DE3164
 DE3164                         *CURRENT SURVEY CONTROL
 DE3164  ___________________________________________________________________
 DE3164* NAD 83(2001)-  33 58 01.49324(N)    081 59 02.25933(W)     ADJUSTED  
 DE3164* NAVD 88     -       150.2    (meters)     493.     (feet)  GPS OBS   
 DE3164  ___________________________________________________________________
 DE3164  X           -     738,444.996 (meters)                     COMP
 DE3164  Y           -  -5,243,657.928 (meters)                     COMP
 DE3164  Z           -   3,543,485.931 (meters)                     COMP
 DE3164  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 DE3164  ELLIP HEIGHT-         120.09  (meters)          (03/27/03) GPS OBS
 DE3164  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DE3164
 DE3164  HORZ ORDER  -  FIRST
 DE3164  ELLP ORDER  -  FOURTH    CLASS II
 DE3164
 DE3164.The horizontal coordinates were established by GPS observations
 DE3164.and adjusted by the National Geodetic Survey in March 2003..
 DE3164
 DE3164.The orthometric height was determined by GPS observations and a
 DE3164.high-resolution geoid model.
 DE3164
 DE3164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE3164
 DE3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE3164
 DE3164.The ellipsoidal height was determined by GPS observations
 DE3164.and is referenced to NAD 83.
 DE3164
 DE3164.The geoid height was determined by GEOID03.
 DE3164
 DE3164;                    North         East     Units Scale Factor Converg.
 DE3164;SPC SC       -   237,057.143   518,680.845   MT  0.99980711   -0 32 43.8
 DE3164;SPC SC       -   777,746.53  1,701,708.81   iFT  0.99980711   -0 32 43.8
 DE3164;UTM  17      - 3,758,942.181   409,096.613   MT  0.99970186   -0 32 59.3
 DE3164
 DE3164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE3164!SPC SC       -   0.99998115  x   0.99980711  =   0.99978826
 DE3164!UTM  17      -   0.99998115  x   0.99970186  =   0.99968301
 DE3164
 DE3164                          SUPERSEDED SURVEY CONTROL
 DE3164
 DE3164  NAD 83(1995)-  33 58 01.49308(N)    081 59 02.25905(W) AD(       ) 1
 DE3164  ELLIP H (12/20/99)  120.10   (m)                       GP(       ) 4 1
 DE3164  NAD 83(1986)-  33 58 01.50508(N)    081 59 02.25948(W) AD(       ) 1
 DE3164
 DE3164.Superseded values are not recommended for survey control.
 DE3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3164.See file dsdata.txt to determine how the superseded data were derived.
 DE3164
 DE3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0909758942(NAD 83)
 DE3164_MARKER: DD = SURVEY DISK
 DE3164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE3164_SP_SET: CONCRETE POST
 DE3164_STAMPING: 65 WDK 1961
 DE3164_MARK LOGO: USGS  
 DE3164_PROJECTION: FLUSH
 DE3164_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE3164+STABILITY: SURFACE MOTION
 DE3164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3164+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 DE3164
 DE3164  HISTORY     - Date     Condition        Report By
 DE3164  HISTORY     - 1961     MONUMENTED       USGS
 DE3164  HISTORY     - 19901126 GOOD             SCGS
 DE3164  HISTORY     - 19910118 GOOD
 DE3164  HISTORY     - 20031028 GOOD             SCGS
 DE3164
 DE3164                          STATION DESCRIPTION
 DE3164
 DE3164'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990
 DE3164'STATION IS LOCATED 6.15 MI (9.90 KM) WEST SOUTHWEST OF OWDOMS, 9.0 MI
 DE3164'(14.5 KM) EAST SOUTHEAST OF CALLISON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3164'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3164'803-737-1350.
 DE3164'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND 378
 DE3164'(8.75 MI SOUTHEAST OF CALLISON), GO EAST NORTHEAST ON HIGHWAY 378 FOR
 DE3164'5.35 MI (8.61 KM) TO THE JUNCTION OF STATE ROAD 140, TURN LEFT ON
 DE3164'ROAD 140 FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF STATE ROAD 62,
 DE3164'CONTINUE ON ROAD 140 FOR 2.05 MI (3.30 KM) TO THE SALUDA-EDGEFIELD
 DE3164'COUNTY LINE, A GRAVEL ROAD LEFT AND THE STATION IN THE NORTHWEST
 DE3164'ANGLE OF THE GRAVEL ROAD.
 DE3164'STATION IS A CONCRETE POST PROJECTING 4-INCHES AND IS 1.0 FT (0.3 M)
 DE3164'ABOVE ROAD 140, 106.2 FT (32.4 M) WEST NORTHWEST OF A POWER POLE WITH
 DE3164'A GUY WIRE AND A SCGS REFERENCE WASHER ATTACHED, 30.0 FT (9.1 M) WEST
 DE3164'SOUTHWEST OF THE CENTER OF ROAD 140, 23.0 FT (7.0 M) NORTH OF THE
 DE3164'CENTER OF THE GRAVEL ROAD, 82.5 FT (25.1 M) EAST SOUTHEAST OF A
 DE3164'24-INCH PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 5.4 FT
 DE3164'(1.6 M) EAST NORTHEAST OF A WITNESS.
 DE3164'NOTE-MARGINAL GPS STATION, USE TALL TRIPOD SETUP FOR LESS
 DE3164'OBSTRUCTIONS.
 DE3164'DESCRIBED BY J.R. WERNER.
 DE3164
 DE3164                          STATION RECOVERY (1991)
 DE3164
 DE3164'RECOVERED 1991
 DE3164'RECOVERED IN GOOD CONDITION.
 DE3164
 DE3164                          STATION RECOVERY (2003)
 DE3164
 DE3164'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DE3164'STATION IS LOCATED12.4 MILES WEST OF SALUDA, 12.7 MILES NORTH
 DE3164'NORTHWEST OF EDGEFIELD.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3164'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3164'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DE3164'378, STATE HIGHWAY 430  (MEETING STREET ROAD) AND STATE ROAD 24 (GOLD
 DE3164'MINE ROAD), 10.6 MILES NORTH OF  EDGEFIELD, GO WEST ON HIGHWAY 378 FOR
 DE3164'1.5 MILES TO THE JUNCTION OF STATE ROAD 140  (FAULKNER MOUNTAIN ROAD),
 DE3164'TURN RIGHT ON ROAD 140 FOR 2.75 MILES TO THE STATION ON THE  LEFT IN
 DE3164'THE NORTHWEST ANGLE OF A GRAVEL U.S. FOREST SERVICE ROAD (588-E), JUST
 DE3164'PAST THE  EDGEFIELD-SALUDA COUNTY LINE. STATION IS A CONCRETE POST
 DE3164'FLUSH WITH THE GROUND AND 1.5 FEET ABOVE ROAD 140,  31.1 FEET WEST
 DE3164'SOUTHWEST OF THE CENTER OF ROAD 140, 25.0 FEET NORTH OF THE  CENTER OF
 DE3164'THE FOREST SERVICE ROAD, 6.0 FEET EAST NORTHEAST OF A WOODEN SIGN
 DE3164'POST (588-E), 106.5 FEET WEST NORTHWEST OF A POWER POLE NUMBER 041273
 DE3164'WITH GUY  WIRE AND A SCGS REFERENCE WASHER ATTACHED ACROSS ROAD 140,
 DE3164'65.0 FEET  NORTHWEST OF A METAL SIGN (EDGFIELD COUNTY), 5.4 FEET EAST
 DE3164'NORTHEAST OF A  WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9491 ***********************************************************************
 DH9491  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9491  DESIGNATION -  651N
 DH9491  PID         -  DH9491
 DH9491  STATE/COUNTY-  SC/COLLETON
 DH9491  USGS QUAD   -  COTTAGEVILLE (1980)
 DH9491
 DH9491                         *CURRENT SURVEY CONTROL
 DH9491  ___________________________________________________________________
 DH9491* NAD 83(2001)-  32 58 13.66962(N)    080 29 03.19533(W)     ADJUSTED  
 DH9491* NAVD 88     -        14.87   (meters)      48.8    (feet)  GPS OBS   
 DH9491  ___________________________________________________________________
 DH9491  X           -     885,490.057 (meters)                     COMP
 DH9491  Y           -  -5,282,542.553 (meters)                     COMP
 DH9491  Z           -   3,451,201.699 (meters)                     COMP
 DH9491  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DH9491  ELLIP HEIGHT-         -17.01  (meters)          (05/04/06) GPS OBS
 DH9491  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DH9491
 DH9491  HORZ ORDER  -  FIRST
 DH9491  ELLP ORDER  -  FOURTH    CLASS II
 DH9491
 DH9491.The horizontal coordinates were established by GPS observations
 DH9491.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9491
 DH9491.The orthometric height was determined by GPS observations and a
 DH9491.high-resolution geoid model using precise GPS observation and
 DH9491.processing techniques.
 DH9491
 DH9491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9491
 DH9491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9491
 DH9491.The ellipsoidal height was determined by GPS observations
 DH9491.and is referenced to NAD 83.
 DH9491
 DH9491.The geoid height was determined by GEOID03.
 DH9491
 DH9491;                    North         East     Units Scale Factor Converg.
 DH9491;SPC SC       -   126,227.683   657,810.677   MT  0.99986749   +0 17 09.4
 DH9491;SPC SC       -   414,132.82  2,158,171.51   iFT  0.99986749   +0 17 09.4
 DH9491;UTM  17      - 3,648,130.627   548,198.247   MT  0.99962864   +0 16 50.5
 DH9491
 DH9491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9491!SPC SC       -   1.00000267  x   0.99986749  =   0.99987016
 DH9491!UTM  17      -   1.00000267  x   0.99962864  =   0.99963131
 DH9491
 DH9491                          SUPERSEDED SURVEY CONTROL
 DH9491
 DH9491.No superseded survey control is available for this station.
 DH9491
 DH9491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4819848131(NAD 83)
 DH9491_MARKER: DD = SURVEY DISK
 DH9491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9491_STAMPING: 651N 2005
 DH9491_MARK LOGO: SCGS  
 DH9491_PROJECTION: FLUSH
 DH9491_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9491+STABILITY: SURFACE MOTION
 DH9491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9491+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DH9491
 DH9491  HISTORY     - Date     Condition        Report By
 DH9491  HISTORY     - 20051004 MONUMENTED       SCGS
 DH9491
 DH9491                          STATION DESCRIPTION
 DH9491
 DH9491'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005
 DH9491'STATION IS LOCATED 2.3 MI (3.7 KM) NORTH OF COTTAGEVILLE, 11.6 MI
 DH9491'(18.67 KM) EAST NORTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 DH9491'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DH9491'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DH9491'17 ALTERNATE (COTTAGEVILLE HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH
 DH9491'ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO NORTH ON HIGHWAY 651 FOR
 DH9491'2.15 MI (3.46 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 DH9491'NORTHEAST ANGLE OF A SAND DRIVEWAY TO A MOBILE HOME NUMBER 2126 INSIDE
 DH9491'A CHAIN LINK FENCE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 DH9491'AND 33.3 FT (10.1 M) EAST OF THE CENTER OF THE HIGHWAY, 5.5 FT (1.7 M)
 DH9491'SOUTH OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 44.3 FT
 DH9491'(13.5 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY, 147.4 FT (44.9 M)
 DH9491'SOUTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE HOUSE,
 DH9491'5.5 FT (1.7 M) SOUTH OF A WITNESS POST. DESCRIBED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1111 ***********************************************************************
 DE1111  DESIGNATION -  656=PTS 49
 DE1111  PID         -  DE1111
 DE1111  STATE/COUNTY-  SC/LEXINGTON
 DE1111  USGS QUAD   -  BATESBURG (1982)
 DE1111
 DE1111                         *CURRENT SURVEY CONTROL
 DE1111  ___________________________________________________________________
 DE1111* NAD 83(1986)-  33 55 04.     (N)    081 30 45.     (W)     SCALED    
 DE1111* NAVD 88     -       199.67   (+/-2cm)     655.1    (feet)  VERTCON   
 DE1111  ___________________________________________________________________
 DE1111  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DE1111
 DE1111  VERT ORDER  -  ? (See Below)
 DE1111
 DE1111.The horizontal coordinates were scaled from a topographic map and have
 DE1111.an estimated accuracy of +/- 6 seconds.
 DE1111
 DE1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE1111.The vertical order pertains to the NGVD 29 superseded value.
 DE1111
 DE1111.The geoid height was determined by GEOID03.
 DE1111
 DE1111;                    North         East    Units  Estimated Accuracy
 DE1111;SPC SC       -   231,270.      562,220.      MT  (+/- 180 meters Scaled)
 DE1111
 DE1111                          SUPERSEDED SURVEY CONTROL
 DE1111
 DE1111  NGVD 29 (??/??/92)  199.891  (m)          655.81   (f) ADJ UNCH    ?  
 DE1111
 DE1111.Superseded values are not recommended for survey control.
 DE1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1111.See file dsdata.txt to determine how the superseded data were derived.
 DE1111
 DE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT526531(NAD 83)
 DE1111_MARKER: P = PIPE CAP
 DE1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE1111_STAMPING: PRIM TRAV STA NO 49 656 1918 H
 DE1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1111+STABILITY: SURFACE MOTION
 DE1111
 DE1111  HISTORY     - Date     Condition        Report By
 DE1111  HISTORY     - 1918     MONUMENTED       USGS
 DE1111  HISTORY     - 1957     POOR             NGS
 DE1111  HISTORY     - 19930603 MARK NOT FOUND   SCGS
 DE1111  HISTORY     - 20020528 MARK NOT FOUND   SCGS
 DE1111
 DE1111                          STATION DESCRIPTION
 DE1111
 DE1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE1111'AT LEESVILLE.
 DE1111'AT LEESVILLE, AT THE MAIN STREET CROSSING OF THE SOUTHERN RAILWAY,
 DE1111'AN ESTIMATED 35 YARDS SSE OF THE RAILWAY STATION,
 DE1111'58 FEET SW OF THE CENTER LINE OR 18 FEET SW OF SW CURB
 DE1111'OF MAIN STREET, 8.6 FEET SE OF SE RAIL OF THE MAIN LINE, 0.1 FOOT
 DE1111'LOWER THAN TOP OF SAME, AND PROJECTING 0.5 FOOT ABOVE GROUND.
 DE1111'THE MARK HAS APPARENTLY BEEN HIT RECENTLY (CUT BRONZE CAP
 DE1111'IS STILL BRIGHT) BY HEAVY MACHINERY AND NOW LEANS AN ESTIMATED
 DE1111'15 DEGREES S OF THE VERTICAL.  NOTE-- THE MARK IS LOOSE AND
 DE1111'LEANING AT ABOUT 45 DEG. ANGLE.
 DE1111
 DE1111                          STATION RECOVERY (1993)
 DE1111
 DE1111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 DE1111'MARK NOT FOUND.
 DE1111
 DE1111                          STATION RECOVERY (2002)
 DE1111
 DE1111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1111'NOT RECOVERED, SEARCHED 10 MINUTES WITH NO RESULTS, AREA  HAS
 DE1111'UNDERGONE MASSIVE
 DE1111'CHANGES,  PRESUMED DESTROYED.
 DE1111'RECOVERY BY J.B. SMOAK.
 DE1111' 
 DE1111' 
 DE1111' 
 DE1111' 
 DE1111' 
 DE1111' 
 DE1111' 
 DE1111' 
 DE1111' 
 DE1111' 
 DE1111'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3381 ***********************************************************************
 DE3381  DESIGNATION -  66 SW 16
 DE3381  PID         -  DE3381
 DE3381  STATE/COUNTY-  SC/AIKEN
 DE3381  USGS QUAD   -  AIKEN (1980)
 DE3381
 DE3381                         *CURRENT SURVEY CONTROL
 DE3381  ___________________________________________________________________
 DE3381* NAD 83(1986)-  33 32 03.     (N)    081 41 32.     (W)     SCALED    
 DE3381* NAVD 88     -       148.686  (meters)     487.81   (feet)  ADJUSTED  
 DE3381  ___________________________________________________________________
 DE3381  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DE3381  DYNAMIC HT  -         148.526 (meters)     487.29  (feet)  COMP
 DE3381  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 DE3381
 DE3381  VERT ORDER  -  FIRST     CLASS II
 DE3381
 DE3381.The horizontal coordinates were scaled from a topographic map and have
 DE3381.an estimated accuracy of +/- 6 seconds.
 DE3381
 DE3381.The orthometric height was determined by differential leveling
 DE3381.and adjusted by the National Geodetic Survey in April 1994..
 DE3381
 DE3381.The geoid height was determined by GEOID03.
 DE3381
 DE3381.The dynamic height is computed by dividing the NAVD 88
 DE3381.geopotential number by the normal gravity value computed on the
 DE3381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3381.degrees latitude (g = 980.6199 gals.).
 DE3381
 DE3381.The modeled gravity was interpolated from observed gravity values.
 DE3381
 DE3381;                    North         East    Units  Estimated Accuracy
 DE3381;SPC SC       -   188,830.      545,320.      MT  (+/- 180 meters Scaled)
 DE3381
 DE3381                          SUPERSEDED SURVEY CONTROL
 DE3381
 DE3381.No superseded survey control is available for this station.
 DE3381
 DE3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT357107(NAD 83)
 DE3381_MARKER: P = PIPE CAP
 DE3381_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3381_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3381_STAMPING: 66 1992 SW 16
 DE3381_MARK LOGO: SC0020
 DE3381_PROJECTION: RECESSED 10 CENTIMETERS
 DE3381_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE3381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3381+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 DE3381_ROD/PIPE-DEPTH: 0.76 meters
 DE3381
 DE3381  HISTORY     - Date     Condition        Report By
 DE3381  HISTORY     - 1992     MONUMENTED       SC0020
 DE3381  HISTORY     - 19920909 GOOD             SCGS
 DE3381  HISTORY     - 20000725 MARK NOT FOUND   SCGS
 DE3381
 DE3381                          STATION DESCRIPTION
 DE3381
 DE3381'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3381'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTHEAST OF AIKEN, 7.9 MILES
 DE3381'(12.7 KM) NORTH OF NEW ELLENTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3381'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3381'803-737-1350.
 DE3381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3381'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3381'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO
 DE3381'THE JUNCTION OF BANKS MILL ROAD SOUTHEAST, TURN LEFT ON BANKS MILL
 DE3381'ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT AT THE EDGE
 DE3381'OF AN OPEN FIELD.
 DE3381'STATION IS A CONCRETE POST RECESSED 0.4 FOOT (12.2 CM) AND LEVEL WITH
 DE3381'THE ROAD, 22.4 FEET (6.8 M) SOUTHWEST OF THE CENTER OF THE ROAD,
 DE3381'113.9 FEET (34.7 M) WEST NORTHWEST OF THE NORTHWEST END OF A 1.6-FOOT
 DE3381'CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO A BRICK HOUSE NUMBER
 DE3381'1145, 185.3 FEET (56.5 M) SOUTHEAST OF THE SOUTHEAST END OF A
 DE3381'1.6-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO A SMILE GAS
 DE3381'STATION, 94.0 FEET (28.7 M) WEST NORTHWEST OF A POWER POLE NUMBER
 DE3381'97252 WITH TRANSFORMER AND AN ELECTRIC METER ATTACHED, 91.4 FEET
 DE3381'(27.9 M) WEST NORTHWEST OF A TELEPHONE JUNCTION BOX PED9, 1.0 FOOT
 DE3381'(0.3 M) NORTHWEST OF A WITNESS POST.
 DE3381'RECOVERED BY T. HALL.
 DE3381
 DE3381                          STATION RECOVERY (2000)
 DE3381
 DE3381'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3381'NOT RECOVERED, SEARCHED 20 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 DE3381'TO SOFT AREA IN GROUND AND BROKEN PVC.  RECOVERY BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1161 ***********************************************************************
 EC1161  DESIGNATION -  666 68 DOP
 EC1161  PID         -  EC1161
 EC1161  STATE/COUNTY-  SC/SPARTANBURG
 EC1161  USGS QUAD   -  CROSS ANCHOR (1983)
 EC1161
 EC1161                         *CURRENT SURVEY CONTROL
 EC1161  ___________________________________________________________________
 EC1161* NAD 83(2001)-  34 38 37.71920(N)    081 51 01.93722(W)     ADJUSTED  
 EC1161* NAVD 88     -       202.886  (meters)     665.64   (feet)  ADJUSTED  
 EC1161  ___________________________________________________________________
 EC1161  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EC1161  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 EC1161  DYNAMIC HT  -         202.685 (meters)     664.98  (feet)  COMP
 EC1161  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 EC1161
 EC1161  HORZ ORDER  -  SECOND
 EC1161  VERT ORDER  -  FIRST     CLASS II
 EC1161
 EC1161.The horizontal coordinates were established by classical geodetic methods
 EC1161.and adjusted by the National Geodetic Survey in March 2004..
 EC1161.No horizontal observational check was made to the station.
 EC1161
 EC1161.The orthometric height was determined by differential leveling
 EC1161.and adjusted by the National Geodetic Survey in June 1991..
 EC1161
 EC1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1161
 EC1161.The geoid height was determined by GEOID03.
 EC1161
 EC1161.The dynamic height is computed by dividing the NAVD 88
 EC1161.geopotential number by the normal gravity value computed on the
 EC1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC1161.degrees latitude (g = 980.6199 gals.).
 EC1161
 EC1161.The modeled gravity was interpolated from observed gravity values.
 EC1161
 EC1161;                    North         East     Units Scale Factor Converg.
 EC1161;SPC SC       -   312,002.933   531,626.680   MT  0.99993816   -0 28 17.5
 EC1161;SPC SC       - 1,023,631.67  1,744,182.02   iFT  0.99993816   -0 28 17.5
 EC1161;UTM  17      - 3,833,873.117   422,051.148   MT  0.99967489   -0 29 00.7
 EC1161
 EC1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1161!SPC SC       -   0.99997299  x   0.99993816  =   0.99991115
 EC1161!UTM  17      -   0.99997299  x   0.99967489  =   0.99964789
 EC1161
 EC1161                          SUPERSEDED SURVEY CONTROL
 EC1161
 EC1161  NAD 83(1986)-  34 38 37.72876(N)    081 51 01.93869(W) AD(       ) 2
 EC1161  NAVD 88 (10/01/92)  202.89   (m)          665.6    (f) LEVELING    3  
 EC1161  NAVD 88 (07/30/91)  203.32   (m)          667.1    (f) LEVELING    3  
 EC1161  NGVD 29 (09/16/91)  203.017  (m)          666.06   (f) ADJUSTED    1 2
 EC1161
 EC1161.Superseded values are not recommended for survey control.
 EC1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1161.See file dsdata.txt to determine how the superseded data were derived.
 EC1161
 EC1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2205133873(NAD 83)
 EC1161_MARKER: DD = SURVEY DISK
 EC1161_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EC1161_SP_SET: HEADWALL OF PIPE CULVERT
 EC1161_STAMPING: 666 68 DOP 1968
 EC1161_MARK LOGO: USGS  
 EC1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1161+STABILITY: SURFACE MOTION
 EC1161
 EC1161  HISTORY     - Date     Condition        Report By
 EC1161  HISTORY     - 1968     MONUMENTED       USGS
 EC1161  HISTORY     - 1987     GOOD             SCGS
 EC1161
 EC1161                          STATION DESCRIPTION
 EC1161
 EC1161'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 EC1161'0.4 MI EAST FROM CROSS ANCHOR.
 EC1161'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 49 IN CROSS ANCHOR, GO EAST
 EC1161'0.45 MI ON HIGHWAY 49 TO THE MARK ON THE LEFT, IN THE TOP OF A
 EC1161'HEADWALL FOR A PIPE CULVERT, 18.0 FT NORTH OF THE CENTER OF THE
 EC1161'HIGHWAY, 16.5 FT EAST OF THE CENTER OF AN ENTRANCE DRIVEWAY TO
 EC1161'A HOUSE, 7.5 FT SOUTH OF A FENCE CORNER POST WITH A REFERENCE
 EC1161'WASHER ATTACHED, 5.6 FT WEST OF THE EAST END OF THE HEADWALL.
 EC1161'THE MARK IS 0.8 FT  ESE FROM  A WITNESS POST
 EC1161'THE MARK IS 0.5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1088 ***********************************************************************
 DE1088  DESIGNATION -  666=PTS 50
 DE1088  PID         -  DE1088
 DE1088  STATE/COUNTY-  SC/SALUDA
 DE1088  USGS QUAD   -  RIDGE SPRING (1982)
 DE1088
 DE1088                         *CURRENT SURVEY CONTROL
 DE1088  ___________________________________________________________________
 DE1088* NAD 83(1986)-  33 51 28.     (N)    081 43 50.     (W)     SCALED    
 DE1088* NAVD 88     -       202.981  (meters)     665.95   (feet)  ADJUSTED  
 DE1088  ___________________________________________________________________
 DE1088  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DE1088  DYNAMIC HT  -         202.770 (meters)     665.25  (feet)  COMP
 DE1088  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 DE1088
 DE1088  VERT ORDER  -  FIRST     CLASS II
 DE1088
 DE1088.The horizontal coordinates were scaled from a topographic map and have
 DE1088.an estimated accuracy of +/- 6 seconds.
 DE1088
 DE1088.The orthometric height was determined by differential leveling
 DE1088.and adjusted by the National Geodetic Survey in June 1991..
 DE1088
 DE1088.The geoid height was determined by GEOID03.
 DE1088
 DE1088.The dynamic height is computed by dividing the NAVD 88
 DE1088.geopotential number by the normal gravity value computed on the
 DE1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1088.degrees latitude (g = 980.6199 gals.).
 DE1088
 DE1088.The modeled gravity was interpolated from observed gravity values.
 DE1088
 DE1088;                    North         East    Units  Estimated Accuracy
 DE1088;SPC SC       -   224,740.      542,010.      MT  (+/- 180 meters Scaled)
 DE1088
 DE1088                          SUPERSEDED SURVEY CONTROL
 DE1088
 DE1088  NGVD 29 (??/??/92)  203.202  (m)          666.67   (f) ADJ UNCH    1 2
 DE1088
 DE1088.Superseded values are not recommended for survey control.
 DE1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1088.See file dsdata.txt to determine how the superseded data were derived.
 DE1088
 DE1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT324466(NAD 83)
 DE1088_MARKER: P = PIPE CAP
 DE1088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE1088_STAMPING: 666 PRIM TRAV STA NO 50 1918 H
 DE1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE1088
 DE1088  HISTORY     - Date     Condition        Report By
 DE1088  HISTORY     - 1918     MONUMENTED       USGS
 DE1088  HISTORY     - 1960     GOOD             NGS
 DE1088  HISTORY     - 1978     MARK NOT FOUND   NGS
 DE1088  HISTORY     - 19920622 MARK NOT FOUND   SCGS
 DE1088
 DE1088                          STATION DESCRIPTION
 DE1088
 DE1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE1088'AT WARD.
 DE1088'AT WARD, ALONG THE SOUTHERN RAILWAY, 0.2 MILE NORTHWEST OF
 DE1088'MILEPOST 153, ABOUT 8 RAILS SOUTHEAST OF THE SOUTHEAST END OF
 DE1088'THE STATION, AT THE SOUTHEAST END OF A SIDE TRACK (SIDE TRACK
 DE1088'IS ALONG THE NORTHEAST SIDE OF MAIN TRACK), 7 FEET NORTHEAST OF
 DE1088'THE NORTHEAST RAIL OF THE MAIN TRACK, 76 FEET SOUTHWEST OF THE
 DE1088'CENTER LINE OF STATE HIGHWAY 23, 52 1/2 FEET NORTHEAST OF AND
 DE1088'ACROSS TRACK FROM TELEPHONE POLE 10 F, 241 FEET SOUTHEAST OF
 DE1088'THE CENTER LINE OF THE FIRST CROSSING SOUTHEAST OF THE STATION,
 DE1088'11 FEET SOUTHEAST OF A SWITCH STAND, 1 1/2 FEET BELOW THE LEVEL
 DE1088'OF THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 DE1088'PROJECTING 2 INCHES.
 DE1088
 DE1088                          STATION RECOVERY (1978)
 DE1088
 DE1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE1088'MARK NOT FOUND.
 DE1088
 DE1088                          STATION RECOVERY (1992)
 DE1088
 DE1088'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE1088'NOT RECOVERED, PRESUMED DESTROYED, RAILROAD TRACK AND BED HAVE BEEN
 DE1088'REWORKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3326 ***********************************************************************
 DE3326  DESIGNATION -  67 SE 17
 DE3326  PID         -  DE3326
 DE3326  STATE/COUNTY-  SC/AIKEN
 DE3326  USGS QUAD   -  AIKEN (1980)
 DE3326
 DE3326                         *CURRENT SURVEY CONTROL
 DE3326  ___________________________________________________________________
 DE3326* NAD 83(1986)-  33 30 39.     (N)    081 41 10.     (W)     SCALED    
 DE3326* NAVD 88     -       143.294  (meters)     470.12   (feet)  ADJUSTED  
 DE3326  ___________________________________________________________________
 DE3326  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DE3326  DYNAMIC HT  -         143.139 (meters)     469.62  (feet)  COMP
 DE3326  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 DE3326
 DE3326  VERT ORDER  -  FIRST     CLASS II
 DE3326
 DE3326.The horizontal coordinates were scaled from a topographic map and have
 DE3326.an estimated accuracy of +/- 6 seconds.
 DE3326
 DE3326.The orthometric height was determined by differential leveling
 DE3326.and adjusted by the National Geodetic Survey in April 1994..
 DE3326
 DE3326.The geoid height was determined by GEOID03.
 DE3326
 DE3326.The dynamic height is computed by dividing the NAVD 88
 DE3326.geopotential number by the normal gravity value computed on the
 DE3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3326.degrees latitude (g = 980.6199 gals.).
 DE3326
 DE3326.The modeled gravity was interpolated from observed gravity values.
 DE3326
 DE3326;                    North         East    Units  Estimated Accuracy
 DE3326;SPC SC       -   186,240.      545,870.      MT  (+/- 180 meters Scaled)
 DE3326
 DE3326                          SUPERSEDED SURVEY CONTROL
 DE3326
 DE3326.No superseded survey control is available for this station.
 DE3326
 DE3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT362081(NAD 83)
 DE3326_MARKER: P = PIPE CAP
 DE3326_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3326_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3326_STAMPING: 67 1992 SE 17
 DE3326_MARK LOGO: SC0020
 DE3326_PROJECTION: RECESSED 10 CENTIMETERS
 DE3326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3326+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3326_ROD/PIPE-DEPTH: 0.76 meters
 DE3326
 DE3326  HISTORY     - Date     Condition        Report By
 DE3326  HISTORY     - 1992     MONUMENTED       SC0020
 DE3326  HISTORY     - 19920909 GOOD             SCGS
 DE3326  HISTORY     - 20000725 GOOD             SCGS
 DE3326  HISTORY     - 20000926 GOOD             SCGS
 DE3326
 DE3326                          STATION DESCRIPTION
 DE3326
 DE3326'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3326'STATION IS LOCATED 3.95 MILES (6.36 KM) SOUTHEAST OF AIKEN.
 DE3326'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3326'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3326'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3326'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO
 DE3326'THE JUNCTION OF BANKS MILL ROAD SOUTHEAST, TURN LEFT ON BANKS MILL
 DE3326'ROAD SOUTHEAST FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD
 DE3326'2137 (WISE HOLLOW ROAD), CONTINUE ON BANKS MILL ROAD SOUTHEAST FOR
 DE3326'0.65 MILE (1.05 KM) TO THE STATION ON THE RIGHT ON A HIGH BANK AT THE
 DE3326'RIGHT OF WAY.
 DE3326'STATION IS A PIPE MARK WITH CAP RECESSED 0.4 FOOT (12.2 CM) AND 8.0
 DE3326'FEET (2.4 M) ABOVE THE ROAD, 27.4 FEET (8.4 M) WEST OF THE CENTER OF
 DE3326'THE ROAD, 34.3 FEET (10.5 M) NORTH NORTHEAST OF A 0.5-FOOT CEDAR
 DE3326'TREE, 82.4 FEET (25.1 M) SOUTH OF A POWER POLE NUMBER 161421, 5.2
 DE3326'FEET (1.6 M) WEST OF A WITNESS POST.
 DE3326'RECOVERED BY T. HALL.
 DE3326
 DE3326                          STATION RECOVERY (2000)
 DE3326
 DE3326'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3326'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTH OF NEW ELLENTON.
 DE3326'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3326'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3326'JUNCTION OF U.S.  HIGHWAYS 78 AND STATE HIGHWAY 302 (PINE LOG ROAD) ,
 DE3326'2.65 MILES (4.26 KM) TO THE JUNCTION OF A PAVED CROSSROAD (BANKS MILL
 DE3326'ROAD SOUTHEAST) , TURN LEFT ON BANKS MILL ROAD SOUTHEAST FOR 1.2 MILES
 DE3326'(1.9 KM) TO THE JUNCTION OF STATE ROAD 2137 (WISE HOLLOW ROAD) ,
 DE3326'CONTINUE ON BANKS MILL SOUTHEAST FOR 0.65 MILE (1.05 KM) TO THE
 DE3326'STATION ON THE RIGHT NEAR A HIGH BANK.  STATION IS A PIPE MARK
 DE3326'RECESSED 0.3 FOOT (9.1 CM) AND 8.0 FEET (2.4 M) ABOVE THE ROAD, 27.5
 DE3326'FEET (8.4 M) WEST OF THE CENTER OF THE ROAD, 34.3 FEET (10.5 M) NORTH
 DE3326'NORTHEAST OF A 0.5-FOOT CEDAR TREE, 82.9 FEET (25.3 M) SOUTH OF A
 DE3326'POWER POLE NUMBER 161421 WITH A TRANSFORMER, 9.0 FEET (2.7 M)
 DE3326'NORTHWEST OF A WITNESS POST.  RECOVERED BY D.L.  BRECHLIN.
 DE3326
 DE3326                          STATION RECOVERY (2000)
 DE3326
 DE3326'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3326'STATION IS LOCATED 3.9 MILES (6.3 KM) SOUTH SOUTHEAST OF AIKEN, 6.3
 DE3326'MILES (10.1 KM) NORTH OF NEW ELLENTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3326'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3326'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DE3326'78 AND STATE HIGHWAY 302 (PINE LOG ROAD) IN AIKEN, GO SOUTH SOUTHWEST
 DE3326'ON HIGHWAY 302 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 79
 DE3326'(BANKS MILL ROAD SOUTHEAST) , CONTINUE AHEAD ON BANKS MILL ROAD FOR
 DE3326'0.5 MILE (0.8 KM) TO THE STATION ON THE RIGHT NEAR A CEDAR TREE ATOP A
 DE3326'CUT-BANK.  STATION IS A PIPE MARK RECESSED 0.1 FOOT (3.0 CM) AND 8.0
 DE3326'FEET (2.4 M) ABOVE THE ROAD, 27.8 FEET (8.5 M) WEST OF THE CENTER OF
 DE3326'THE ROAD, 34.4 FEET (10.5 M) NORTH NORTHEAST OF A 0.8-FOOT CEDAR TREE
 DE3326'WITH A SCGS REFERENCE WASHER ATTACHED, 83.0 FEET (25.3 M) SOUTH OF A
 DE3326'POWER POLE NUMBER 161421 WITH A TRANSFORMER, 9.1 FEET (2.8 M)
 DE3326'NORTHWEST OF A WITNESS POST.  RECOVERED BY D.L. BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0222 ***********************************************************************
 ED0222  DESIGNATION -  670
 ED0222  PID         -  ED0222
 ED0222  STATE/COUNTY-  SC/GREENWOOD
 ED0222  USGS QUAD   -  GREENWOOD (1978)
 ED0222
 ED0222                         *CURRENT SURVEY CONTROL
 ED0222  ___________________________________________________________________
 ED0222* NAD 83(1986)-  34 11 51.     (N)    082 10 18.     (W)     SCALED    
 ED0222* NAVD 88     -       204.016  (meters)     669.34   (feet)  ADJUSTED  
 ED0222  ___________________________________________________________________
 ED0222  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 ED0222  DYNAMIC HT  -         203.811 (meters)     668.67  (feet)  COMP
 ED0222  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 ED0222
 ED0222  VERT ORDER  -  SECOND    CLASS 0
 ED0222
 ED0222.The horizontal coordinates were scaled from a topographic map and have
 ED0222.an estimated accuracy of +/- 6 seconds.
 ED0222
 ED0222.The orthometric height was determined by differential leveling
 ED0222.and adjusted by the National Geodetic Survey in June 1991..
 ED0222
 ED0222.The geoid height was determined by GEOID03.
 ED0222
 ED0222.The dynamic height is computed by dividing the NAVD 88
 ED0222.geopotential number by the normal gravity value computed on the
 ED0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0222.degrees latitude (g = 980.6199 gals.).
 ED0222
 ED0222.The modeled gravity was interpolated from observed gravity values.
 ED0222
 ED0222;                    North         East    Units  Estimated Accuracy
 ED0222;SPC SC       -   262,790.      501,630.      MT  (+/- 180 meters Scaled)
 ED0222
 ED0222                          SUPERSEDED SURVEY CONTROL
 ED0222
 ED0222  NGVD 29 (??/??/92)  204.168  (m)          669.84   (f) ADJ UNCH    2 0
 ED0222
 ED0222.Superseded values are not recommended for survey control.
 ED0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0222.See file dsdata.txt to determine how the superseded data were derived.
 ED0222
 ED0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT920846(NAD 83)
 ED0222_MARKER: DD = SURVEY DISK
 ED0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0222_SP_SET: CURVE
 ED0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0222
 ED0222  HISTORY     - Date     Condition        Report By
 ED0222  HISTORY     - UNK      MONUMENTED       SCGS
 ED0222  HISTORY     - 1935     GOOD             NGS
 ED0222  HISTORY     - 19900924 MARK NOT FOUND   SCGS
 ED0222
 ED0222                          STATION DESCRIPTION
 ED0222
 ED0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ED0222'0.9 MI W FROM GREENWOOD.
 ED0222'0.9 MILE WEST ALONG U.S. HIGHWAY 178 FROM THE SOUTHERN RAILWAY
 ED0222'STATION AT GREENWOOD, GREENWOOD COUNTY, AT A CURVE, NEAR A
 ED0222'SINCLAIR SERVICE STATION, 56 FEET NORTH OF THE NORTH RAIL OF
 ED0222'THE SOUTHERN RAILWAY, 28 FEET EAST OF THE CENTERLINE OF THE
 ED0222'HIGHWAY, AND IN THE OUTSIDE EDGE OF THE CONCRETE WALK AROUND
 ED0222'THE SERVICE STATION.  A STATE SURVEY STANDARD DISK.
 ED0222
 ED0222                          STATION RECOVERY (1990)
 ED0222
 ED0222'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 ED0222'NOT RECOVERED, PRESUMED DESTROYED DUE TO RAILROAD AND HIGHWAY
 ED0222'CONSTRUCTION.
 ED0222'RECOVERY BY J.R. WERNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3328 ***********************************************************************
 DE3328  DESIGNATION -  68 SE 15
 DE3328  PID         -  DE3328
 DE3328  STATE/COUNTY-  SC/AIKEN
 DE3328  USGS QUAD   -  AIKEN (1980)
 DE3328
 DE3328                         *CURRENT SURVEY CONTROL
 DE3328  ___________________________________________________________________
 DE3328* NAD 83(1986)-  33 30 04.     (N)    081 41 01.     (W)     SCALED    
 DE3328* NAVD 88     -       118.032  (meters)     387.24   (feet)  ADJUSTED  
 DE3328  ___________________________________________________________________
 DE3328  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE3328  DYNAMIC HT  -         117.904 (meters)     386.82  (feet)  COMP
 DE3328  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 DE3328
 DE3328  VERT ORDER  -  FIRST     CLASS II
 DE3328
 DE3328.The horizontal coordinates were scaled from a topographic map and have
 DE3328.an estimated accuracy of +/- 6 seconds.
 DE3328
 DE3328.The orthometric height was determined by differential leveling
 DE3328.and adjusted by the National Geodetic Survey in April 1994..
 DE3328
 DE3328.The geoid height was determined by GEOID03.
 DE3328
 DE3328.The dynamic height is computed by dividing the NAVD 88
 DE3328.geopotential number by the normal gravity value computed on the
 DE3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3328.degrees latitude (g = 980.6199 gals.).
 DE3328
 DE3328.The modeled gravity was interpolated from observed gravity values.
 DE3328
 DE3328;                    North         East    Units  Estimated Accuracy
 DE3328;SPC SC       -   185,160.      546,090.      MT  (+/- 180 meters Scaled)
 DE3328
 DE3328                          SUPERSEDED SURVEY CONTROL
 DE3328
 DE3328.No superseded survey control is available for this station.
 DE3328
 DE3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT365070(NAD 83)
 DE3328_MARKER: P = PIPE CAP
 DE3328_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3328_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3328_STAMPING: 68 1992 SE 15
 DE3328_MARK LOGO: SC0020
 DE3328_PROJECTION: RECESSED 15 CENTIMETERS
 DE3328_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3328+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 DE3328_ROD/PIPE-DEPTH: 0.76 meters
 DE3328
 DE3328  HISTORY     - Date     Condition        Report By
 DE3328  HISTORY     - 1992     MONUMENTED       SC0020
 DE3328  HISTORY     - 19920909 GOOD             SCGS
 DE3328  HISTORY     - 20000926 GOOD             SCGS
 DE3328
 DE3328                          STATION DESCRIPTION
 DE3328
 DE3328'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3328'STATION IS LOCATED 4.55 MILES (7.32 KM) SOUTH SOUTHEAST OF AIKEN.
 DE3328'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3328'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DE3328'HIGHWAY 302 (PINE LOG ROAD), 3.0 MILES (4.8 KM) EAST SOUTHEAST OF
 DE3328'AIKEN, GO SOUTH SOUTHWEST ON HIGHWAY 302 FOR 1.25 MILES (2.01 KM) TO
 DE3328'THE JUNCTION OF BANKS MILL ROAD SOUTHEAST, TURN LEFT ON BANKS MILL
 DE3328'ROAD SOUTHEAST FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD
 DE3328'2137 (WISE HOLLOW ROAD), CONTINUE ON BANKS MILL ROAD SOUTHEAST FOR
 DE3328'1.35 MILES (2.17 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE,
 DE3328'0.05 MILE (0.08 KM) NORTHWEST OF THE JUNCTION OF A PAVED ROAD RIGHT
 DE3328'(LEADS TO EXETER SUBDIVISION).
 DE3328'STATION IS A PIPE MARK WITH CAP RECESSED 0.6 FOOT (18.3 CM) AND 0.5
 DE3328'FOOT (15.2 CM) BELOW THE ROAD, 11.6 FEET (3.5 M) WEST SOUTHWEST OF
 DE3328'THE CENTER OF THE ROAD, 14.5 FEET (4.4 M) NORTHEAST OF THE POWER POLE
 DE3328'NUMBER 66964/524-10-5.2-3.3 WITH GUY WIRE, 14.1 FEET (4.3 M) NORTH
 DE3328'NORTHEAST OF A TELEPHONE JUNCTION BOX F2125, 62.7 FEET (19.1 M) NORTH
 DE3328'NORTHWEST OF THE NORTHWEST END OF A 2.0-FOOT CONCRETE PIPE CULVERT
 DE3328'BENEATH A DRIVEWAY TO A BRICK HOUSE NUMBER 2452, 33.6 FEET (10.2 M)
 DE3328'SOUTHEAST OF A 2.5-FOOT DOUBLE-TRUNKED WATER OAK TREE, 14.2 FEET
 DE3328'(4.3 M) NORTHEAST OF A WITNESS POST.
 DE3328'RECOVERED BY T. HALL.
 DE3328
 DE3328                          STATION RECOVERY (2000)
 DE3328
 DE3328'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3328'STATION IS LOCATED 5.6 MILES (9.0 KM) NORTH OF NEW ELLENTON, 4.6 MILES
 DE3328'(7.4 KM) SOUTH SOUTHEAST OF AIKEN.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3328'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3328'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE3328'302 (PINE LOG ROAD) AND U.S.  HIGHWAY 78 IN AIKEN, GO SOUTH SOUTHWEST
 DE3328'ON HIGHWAY 19 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF STATE ROAD 79
 DE3328'(BANKS MILL ROAD) , TURN LEFT ON ROAD 79 FOR 1.25 MILES (2.01 KM) TO
 DE3328'THE STATION ON THE RIGHT NEAR A POWER POLE ATOP A CUT-BANK IN FRONT OF
 DE3328'A BRICK HOUSE NUMBER 2452, 0.05 MILE (0.08 KM) NORTH NORTHWEST OF THE
 DE3328'JUNCTION OF PAVED ROAD (CITADEL ROAD) . STATION IS A CONCRETE POST
 DE3328'RECESSED 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 11.9
 DE3328'FEET (3.6 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 15.0 FEET (4.6
 DE3328'M) NORTHEAST OF THE POWER POLE NUMBER 66964, 14.3 FEET (4.4 M) NORTH
 DE3328'NORTHEAST OF A TELEPHONE JUNCTION BOX F2125, 72.4 FEET (22.1 M) NORTH
 DE3328'NORTHWEST OF THE CENTER OF A PAVED DRIVEWAY LEADING TO HOUSE NUMBER
 DE3328'2452, 14.8 FEET (4.5 M) NORTHEAST OF A WITNESS POST.  RECOVERED BY
 DE3328'D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0512 ***********************************************************************
 DD0512  DESIGNATION -  69
 DD0512  PID         -  DD0512
 DD0512  STATE/COUNTY-  SC/WILLIAMSBURG
 DD0512  USGS QUAD   -  ST STEPHENS (1990)
 DD0512
 DD0512                         *CURRENT SURVEY CONTROL
 DD0512  ___________________________________________________________________
 DD0512* NAD 83(1986)-  33 28 59.     (N)    079 53 38.     (W)     SCALED    
 DD0512* NAVD 88     -        20.892  (meters)      68.54   (feet)  POSTED    
 DD0512  ___________________________________________________________________
 DD0512  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DD0512  DYNAMIC HT  -          20.870 (meters)      68.47  (feet)  COMP
 DD0512  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DD0512
 DD0512  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DD0512
 DD0512.The horizontal coordinates were scaled from a topographic map and have
 DD0512.an estimated accuracy of +/- 6 seconds.
 DD0512
 DD0512.The orthometric height was determined by differential leveling
 DD0512.and adjusted by the National Geodetic Survey in 1992..
 DD0512.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DD0512.rate of 1.1 thru 2.0 mm/km.
 DD0512
 DD0512.The geoid height was determined by GEOID03.
 DD0512
 DD0512.The dynamic height is computed by dividing the NAVD 88
 DD0512.geopotential number by the normal gravity value computed on the
 DD0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0512.degrees latitude (g = 980.6199 gals.).
 DD0512
 DD0512.The modeled gravity was interpolated from observed gravity values.
 DD0512
 DD0512;                    North         East    Units  Estimated Accuracy
 DD0512;SPC SC       -   183,500.      712,380.      MT  (+/- 180 meters Scaled)
 DD0512
 DD0512                          SUPERSEDED SURVEY CONTROL
 DD0512
 DD0512  NGVD 29 (03/21/89)   21.192  (m)           69.53   (f) ADJUSTED    2 0
 DD0512
 DD0512.Superseded values are not recommended for survey control.
 DD0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0512.See file dsdata.txt to determine how the superseded data were derived.
 DD0512
 DD0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT027053(NAD 83)
 DD0512_MARKER: DD = SURVEY DISK
 DD0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0512_SP_SET: IRON POST
 DD0512_STAMPING: 69 1918
 DD0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0512
 DD0512  HISTORY     - Date     Condition        Report By
 DD0512  HISTORY     - 1918     MONUMENTED       USGS
 DD0512  HISTORY     - 1935     GOOD             NGS
 DD0512
 DD0512                          STATION DESCRIPTION
 DD0512
 DD0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DD0512'0.1 MI S FROM GOUDIN.
 DD0512'IN WILLIAMSBURG COUNTY, ON THE ATLANTIC COAST LINE RAILWAY, 0.13
 DD0512'MI S OF GOUDIN, S.C. 22 FT N OF THE CENTER OF A HIGHWAY CROSSING,
 DD0512'23 FT W OF THE W RAIL OF THE W TRACK, 36 FT W OF THE W RAIL OF
 DD0512'THE E TRACK, AND 6 1/2 FT SE OF A TELEGRAPH POLE.  A STANDARD
 DD0512'USGS DISK STAMPED 69 1918 ON THE TOP OF AN IRON POST WHICH
 DD0512'PROJECT 1 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1603 ***********************************************************************
 DE1603  DESIGNATION -  69
 DE1603  PID         -  DE1603
 DE1603  STATE/COUNTY-  SC/BERKELEY
 DE1603  USGS QUAD   -  SUMMERVILLE (1990)
 DE1603
 DE1603                         *CURRENT SURVEY CONTROL
 DE1603  ___________________________________________________________________
 DE1603* NAD 83(1986)-  33 06 23.     (N)    080 11 19.     (W)     SCALED    
 DE1603* NAVD 88     -        20.576  (meters)      67.51   (feet)  ADJUSTED  
 DE1603  ___________________________________________________________________
 DE1603  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DE1603  DYNAMIC HT  -          20.554 (meters)      67.43  (feet)  COMP
 DE1603  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DE1603
 DE1603  VERT ORDER  -  FIRST     CLASS II
 DE1603
 DE1603.The horizontal coordinates were scaled from a topographic map and have
 DE1603.an estimated accuracy of +/- 6 seconds.
 DE1603
 DE1603.The orthometric height was determined by differential leveling
 DE1603.and adjusted by the National Geodetic Survey in June 1991..
 DE1603
 DE1603.The geoid height was determined by GEOID03.
 DE1603
 DE1603.The dynamic height is computed by dividing the NAVD 88
 DE1603.geopotential number by the normal gravity value computed on the
 DE1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1603.degrees latitude (g = 980.6199 gals.).
 DE1603
 DE1603.The modeled gravity was interpolated from observed gravity values.
 DE1603
 DE1603;                    North         East    Units  Estimated Accuracy
 DE1603;SPC SC       -   141,480.      685,320.      MT  (+/- 180 meters Scaled)
 DE1603
 DE1603                          SUPERSEDED SURVEY CONTROL
 DE1603
 DE1603  NGVD 29 (03/21/89)   20.872  (m)           68.48   (f) ADJUSTED    1 2
 DE1603
 DE1603.Superseded values are not recommended for survey control.
 DE1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1603.See file dsdata.txt to determine how the superseded data were derived.
 DE1603
 DE1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS757633(NAD 83)
 DE1603_MARKER: P = PIPE CAP
 DE1603_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE1603_SP_SET: SHALLOW-SET PIPE
 DE1603_STAMPING: 69 1918
 DE1603_MARK LOGO: USGS  
 DE1603_PROJECTION: PROJECTING 8 CENTIMETERS
 DE1603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1603+STABILITY: SURFACE MOTION
 DE1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1603+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 DE1603
 DE1603  HISTORY     - Date     Condition        Report By
 DE1603  HISTORY     - 1918     MONUMENTED       USGS
 DE1603  HISTORY     - 1985     GOOD             SCGS
 DE1603  HISTORY     - 20020909 GOOD             SCGS
 DE1603
 DE1603                          STATION DESCRIPTION
 DE1603
 DE1603'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1603'6.4 KM (4.0 MI) NE FROM JEDBURG.
 DE1603'10.8 KILOMETERS (6.7 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1603'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE
 DE1603'4.8 KILOMETERS (3.0 MILES) SOUTHWEST ALONG COUNTY ROAD S-8-16, SET
 DE1603'NEAR THE SOUTHEAST CORNER OF A CHAIN LINK FENCE THAT SURROUNDS A
 DE1603'CEMETARY AT THE NEW HOPE METHODIST CHURCH, 34.6 METERS (113.52 FEET)
 DE1603'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 39.3 METERS (128.94
 DE1603'FEET) EAST OF THE NORTHEAST CORNER OF A CINDER BLOCK BUILDING,
 DE1603'49.62 METERS (162.8 FEET) EAST-SOUTHEAST OF BENCH MARK 8 199 SCGS,
 DE1603'0.15 METER (0.49 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DE1603'CHAIN LINK FENCE, 6.82 METERS (22.38 FEET) WEST-NORTHWEST OF THE
 DE1603'CENTERLINE OF THE COUNTY ROAD, 16.55 METERS (54.3 FEET) SOUTH OF A
 DE1603'HEAD STONE (BURBAGE), AND SET ON THE TOP OF A SHALLOW-SET PIPE
 DE1603'PROJECTING 5 CM ABOVE THE GROUND.
 DE1603'THE MARK IS 0.30 METERS  SSW FROM A WITNESS POST.
 DE1603'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1603
 DE1603                          STATION RECOVERY (2002)
 DE1603
 DE1603'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1603'STATION IS LOCATED 7.4 MILES EAST OF RIDGEVILLE, 11.85 MILES WEST
 DE1603'SOUTHWEST OF MONCKS
 DE1603'CORNER. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1603'COLUMBIA,
 DE1603'SC 29202, PHONE 803-737-1350.
 DE1603'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1603'194) AND STATE
 DE1603'ROAD 16 (JEDBURG ROAD), 4.8 MILES NORTH NORTHWEST OF SUMMERVILLE, GO
 DE1603'NORTHEAST ON ROAD 16 FOR 2.05 MILES TO THE STATION ON THE LEFT NEAR
 DE1603'THE
 DE1603'SOUTH CORNER OF A CHAIN LINK FENCE AROUND A CEMETERY OF THE NEW HOPE
 DE1603'UNITED METHODIST CHURCH AND NEAR THE EXTENDED CENTER OF STATE ROAD 356
 DE1603'(STARLINE DRIVE).
 DE1603'STATION IS A CONCRETE POST PROJECTING 0.3 FOOT AND 0.5 FOOT ABOVE THE
 DE1603'ROAD, 22.5
 DE1603'FEET WEST NORTHWEST OF THE CENTER OF THE ROAD, 0.7 FOOT SOUTH
 DE1603'SOUTHEAST OF THE
 DE1603'SOUTH CORNER OF THE CHAIN LINK FENCE, 2.7 FEET NORTH NORTHEAST OF THE
 DE1603'EXTENDED
 DE1603'CENTER OF ROAD 356, 60.3 FEET NORTHEAST OF THE EAST LEG OF THE LIGHTED
 DE1603'CHURCH SIGN,
 DE1603'162.6 FEET EAST OF SURVEY STATION 8 199, 1.0 FOOT SOUTHWEST OF A
 DE1603'WITNESS POST.
 DE1603'RECOVERED BY T. HALL.
 DE1603' 
 DE1603' 
 DE1603' 
 DE1603' 
 DE1603' 
 DE1603' 
 DE1603' 
 DE1603' 
 DE1603'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0513 ***********************************************************************
 DD0513  DESIGNATION -  69 RESET
 DD0513  PID         -  DD0513
 DD0513  STATE/COUNTY-  SC/WILLIAMSBURG
 DD0513  USGS QUAD   -  ST STEPHENS (1990)
 DD0513
 DD0513                         *CURRENT SURVEY CONTROL
 DD0513  ___________________________________________________________________
 DD0513* NAD 83(1986)-  33 28 59.     (N)    079 53 38.     (W)     SCALED    
 DD0513* NAVD 88     -        20.897  (meters)      68.56   (feet)  ADJUSTED  
 DD0513  ___________________________________________________________________
 DD0513  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DD0513  DYNAMIC HT  -          20.876 (meters)      68.49  (feet)  COMP
 DD0513  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DD0513
 DD0513  VERT ORDER  -  FIRST     CLASS II
 DD0513
 DD0513.The horizontal coordinates were scaled from a topographic map and have
 DD0513.an estimated accuracy of +/- 6 seconds.
 DD0513
 DD0513.The orthometric height was determined by differential leveling
 DD0513.and adjusted by the National Geodetic Survey in June 1991..
 DD0513
 DD0513.The geoid height was determined by GEOID03.
 DD0513
 DD0513.The dynamic height is computed by dividing the NAVD 88
 DD0513.geopotential number by the normal gravity value computed on the
 DD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0513.degrees latitude (g = 980.6199 gals.).
 DD0513
 DD0513.The modeled gravity was interpolated from observed gravity values.
 DD0513
 DD0513;                    North         East    Units  Estimated Accuracy
 DD0513;SPC SC       -   183,500.      712,380.      MT  (+/- 180 meters Scaled)
 DD0513
 DD0513                          SUPERSEDED SURVEY CONTROL
 DD0513
 DD0513  NGVD 29 (03/21/89)   21.195  (m)           69.54   (f) ADJUSTED    1 2
 DD0513
 DD0513.Superseded values are not recommended for survey control.
 DD0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0513.See file dsdata.txt to determine how the superseded data were derived.
 DD0513
 DD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT027053(NAD 83)
 DD0513_MARKER: DD = SURVEY DISK
 DD0513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0513_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0513_STAMPING: 69 RESET 1940
 DD0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0513
 DD0513  HISTORY     - Date     Condition        Report By
 DD0513  HISTORY     - 1940     MONUMENTED       USGS
 DD0513  HISTORY     - 1961     GOOD             NGS
 DD0513
 DD0513                          STATION DESCRIPTION
 DD0513
 DD0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DD0513'AT GOURDIN.
 DD0513'AT GOURDIN, ALONG THE ATLANTIC COAST LINE RAILROAD, AT THE CROSSING
 DD0513'OF STATE HIGHWAY 375, 90 FEET WEST-SOUTHWEST AND ACROSS THE TRACK
 DD0513'FROM BENCH MARK B 62, 23 FEET WEST OF THE WEST RAIL OF THE WEST
 DD0513'TRACK, 51 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 77
 DD0513'FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AT THE
 DD0513'CROSSING OF THE WEST TRACK, 14 FEET NORTH-NORTHEAST OF THE FIRST
 DD0513'TELEPHONE POLE NORTH OF THE CROSSING, ABOUT LEVEL WITH THE
 DD0513'TRACK, SET IN TOP OF A 3-INCH FILLED STEEL PIPE WITH CONCRETE,
 DD0513'*THE DISK IS BENT AND HAS BEEN BATTERED AND IT LOOKS LIKE IT HAS
 DD0513'BEEN PRIED PARTLY OUT OF THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3569 ***********************************************************************
 AE3569  SACS        -  This is a Secondary Airport Control Station.
 AE3569  DESIGNATION -  6J0 A
 AE3569  PID         -  AE3569
 AE3569  STATE/COUNTY-  SC/LEXINGTON
 AE3569  USGS QUAD   -  PELION EAST (1982)
 AE3569
 AE3569                         *CURRENT SURVEY CONTROL
 AE3569  ___________________________________________________________________
 AE3569* NAD 83(2001)-  33 48 02.82679(N)    081 14 51.91958(W)     ADJUSTED  
 AE3569* NAVD 88     -       137.805  (meters)     452.12   (feet)  ADJUSTED  
 AE3569  ___________________________________________________________________
 AE3569  X           -     807,322.180 (meters)                     COMP
 AE3569  Y           -  -5,243,890.105 (meters)                     COMP
 AE3569  Z           -   3,528,165.289 (meters)                     COMP
 AE3569  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AE3569  ELLIP HEIGHT-         106.83  (meters)          (05/06/05) GPS OBS
 AE3569  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AE3569  DYNAMIC HT  -         137.661 (meters)     451.64  (feet)  COMP
 AE3569  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 AE3569
 AE3569  HORZ ORDER  -  FIRST
 AE3569  VERT ORDER  -  FIRST     CLASS II
 AE3569  ELLP ORDER  -  FOURTH    CLASS II
 AE3569
 AE3569.This mark is at Corporate Airport (6J0)
 AE3569
 AE3569.The horizontal coordinates were established by GPS observations
 AE3569.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE3569
 AE3569.The orthometric height was determined by differential leveling
 AE3569.and adjusted by the National Geodetic Survey in February 1999..
 AE3569
 AE3569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3569
 AE3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3569
 AE3569.The ellipsoidal height was determined by GPS observations
 AE3569.and is referenced to NAD 83.
 AE3569
 AE3569.The geoid height was determined by GEOID03.
 AE3569
 AE3569.The dynamic height is computed by dividing the NAVD 88
 AE3569.geopotential number by the normal gravity value computed on the
 AE3569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3569.degrees latitude (g = 980.6199 gals.).
 AE3569
 AE3569.The modeled gravity was interpolated from observed gravity values.
 AE3569
 AE3569;                    North         East     Units Scale Factor Converg.
 AE3569;SPC SC       -   218,209.862   586,662.569   MT  0.99979628   -0 08 14.5
 AE3569;SPC SC       -   715,911.62  1,924,745.96   iFT  0.99979628   -0 08 14.5
 AE3569;UTM  17      - 3,740,095.379   477,067.023   MT  0.99960648   -0 08 16.2
 AE3569
 AE3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3569!SPC SC       -   0.99998323  x   0.99979628  =   0.99977951
 AE3569!UTM  17      -   0.99998323  x   0.99960648  =   0.99958972
 AE3569
 AE3569:                Primary Azimuth Mark                     Grid Az
 AE3569:SPC SC       -  6J0 B                                    159 00 38.1
 AE3569:UTM  17      -  6J0 B                                    159 00 39.8
 AE3569
 AE3569|---------------------------------------------------------------------|
 AE3569| PID    Reference Object                     Distance      Geod. Az  |
 AE3569|                                                           dddmmss.s |
 AE3569| AE3570 6J0 B                               APPROX. 0.5 KM 1585223.6 |
 AE3569| AE6455 PELION CBL 1100                     316.598 METERS 34701     |
 AE3569|---------------------------------------------------------------------|
 AE3569
 AE3569                          SUPERSEDED SURVEY CONTROL
 AE3569
 AE3569  NAD 83(2001)-  33 48 02.82651(N)    081 14 51.91952(W) AD(       ) 1
 AE3569  ELLIP H (02/10/03)  106.82   (m)                       GP(       ) 4 2
 AE3569  NAD 83(1986)-  33 48 02.83772(N)    081 14 51.91765(W) AD(       ) 1
 AE3569  NAD 83(1995)-  33 48 02.82661(N)    081 14 51.91954(W) AD(       ) 1
 AE3569  ELLIP H (09/29/97)  106.82   (m)                       GP(       ) 4 2
 AE3569  NAVD 88 (02/12/98)  137.81   (m)          452.1    (f) LEVELING    3  
 AE3569
 AE3569.Superseded values are not recommended for survey control.
 AE3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3569.See file dsdata.txt to determine how the superseded data were derived.
 AE3569
 AE3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7706740095(NAD 83)
 AE3569_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3569_STAMPING: 6J0 A 1996
 AE3569_MARK LOGO: NGS   
 AE3569_PROJECTION: RECESSED 5 CENTIMETERS
 AE3569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE3569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3569+STABILITY: SURFACE MOTION
 AE3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3569+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AE3569
 AE3569  HISTORY     - Date     Condition        Report By
 AE3569  HISTORY     - 1996     MONUMENTED       NGS
 AE3569  HISTORY     - 19970616 GOOD             SCGS
 AE3569  HISTORY     - 19970616 GOOD             SCGS
 AE3569  HISTORY     - 19971216 GOOD             NGS
 AE3569  HISTORY     - 20040701 GOOD             SCGS
 AE3569
 AE3569                          STATION DESCRIPTION
 AE3569
 AE3569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DDW)
 AE3569'STATION IS LOCATED 2.45 MILES (3.94 KM) NORTH OF PELION.
 AE3569'OWNERSHIP--PELION CORPORATE AIRPORT, P.O.  BOX 7, PELION, SC 29123,
 AE3569'PHONE 803-894-4404, CONTACT-KEN OR FRANK STOVER.  TO REACH THE STATION
 AE3569'FROM THE JUNCTION OF U.S.  HIGHWAY 178 (MAIN STREET) AND STATE HIGHWAY
 AE3569'302 (PINE STREET) IN PELION, GO NORTH NORTHEAST ON HIGHWAY 302 FOR
 AE3569'1.35 MILES (2.17 KM) TO THE JUNCTION OF STATE ROAD 625 (OLD CHARLESTON
 AE3569'ROAD) , TURN LEFT ON ROAD 625 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF
 AE3569'STATE ROAD 1583, TURN RIGHT ON ROAD 1583 FOR 0.2 MILE (0.3 KM) TO THE
 AE3569'PELION CORPORATE AIRPORT AHEAD AND A SAND ROAD LEFT, OBTAIN PERMISSION
 AE3569'AND TURN LEFT ON THE SAND ROAD BETWEEN HANGARS FOR 0.05 MILE (0.08 KM)
 AE3569'TO A CONCRETE TAXIWAY, TURN RIGHT ON THE TAXIWAY CROSSING THE APRON
 AE3569'FOR 0.1 MILE (0.2 KM) TO TAXIWAY (A) PARALLEL WITH THE RUNWAY, TURN
 AE3569'LEFT ON TAXIWAY FOR 0.75 MILE (1.21 KM) TO STATION AHEAD IN A GRASSY
 AE3569'AREA AT THE TAXI AND RUNWAY END.  STATION IS A CONCRETE POST FLUSH
 AE3569'WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE TAXIWAY, 207.0 FEET
 AE3569'(63.1 M) WEST OF THE EXTENDED CENTER OF RUNWAY 17-35, 35.5 FEET (10.8
 AE3569'M) EAST OF THE EXTENDED CENTER OF THE TAXIWAY PARALLEL TO RUNWAY,
 AE3569'132.0 FEET (40.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 AE3569'BASE FOR RUNWAY/TAXI SIGN (A 17) , 139.0 FEET (42.4 M) NORTH OF A BLUE
 AE3569'TAXI LIGHT NUMBER 80, 122.0 FEET (37.2 M) WEST NORTHWEST OF THE
 AE3569'NORTHWEST CORNER OF A CONCRETE HEADWALL FOR THE NORTH END OF A PIPE
 AE3569'BENEATH TAXIWAY, 65.0 FEET (19.8 M) EAST OF A WITNESS POST IN A DITCH
 AE3569'EDGE. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AE3569'STATION. DESCRIBED BY R.W.  ROBERTS.
 AE3569
 AE3569                          STATION RECOVERY (1997)
 AE3569
 AE3569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE3569'RECOVERED AS DESCRIBED.
 AE3569
 AE3569                          STATION RECOVERY (1997)
 AE3569
 AE3569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE3569'RECOVERED AS DESCRIBED.
 AE3569
 AE3569                          STATION RECOVERY (1997)
 AE3569
 AE3569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AE3569'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 AE3569'STATION (SACS) .
 AE3569
 AE3569                          STATION RECOVERY (2004)
 AE3569
 AE3569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AE3569'STATION IS LOCATED 2.7 MILES NORTH OF PELION, 12.4 MILES SOUTH OF
 AE3569'LEXINGTON.  OWNERSHIP--PELION CORPORATE AIRPORT, P.O. BOX 7, PELION,
 AE3569'SC 29123, CONTACTS MARK  DIBLASI PHONE 803-894-6857 OR 803-894-7256.
 AE3569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (MAIN
 AE3569'STREET) AND STATE  HIGHWAY 302 (PINE STREET) IN PELION, GO NORTH
 AE3569'NORTHEAST ON HIGHWAY 302 FOR 1.35  MILES TO THE JUNCTION OF STATE ROAD
 AE3569'625 (OLD CHARLESTON ROAD), TURN LEFT ON ROAD  625 FOR 0.9 MILE TO THE
 AE3569'JUNCTION OF STATE ROAD 1583, TURN RIGHT ON ROAD 1853 FOR 0.1  MILE TO
 AE3569'THE PELION CORPORATE AIRPORT AHEAD AND A SAND ROAD LEFT, OBTAIN
 AE3569'PERMISSION AND TURN LEFT ON THE SAND ROAD BETWEEN TWO HANGARS FOR 0.05
 AE3569'MILE TO  A CONCRETE TAXIWAY, TURN RIGHT ON THE CONCRETE TAXIWAY 0.05
 AE3569'MILE TO RUNWAY AND  TAXIWAY A, TURN LEFT ON TAXIWAY A FOR 0.6 MILE TO
 AE3569'THE END OF TAXIWAY, CONTINUE AHEAD  FOR 0.05 MILE TO THE STATION NEAR
 AE3569'THE EXTENDED CENTER OF TAXIWAY (A). STATION IS A CONCRETE POST
 AE3569'RECESSED 0.2 FOOT AND 1.0 FOOT BELOW THE TAXIWAY, 35.7  FEET EAST OF
 AE3569'THE EXTENDED CENTER OF THE TAXIWAY, 133.0 FEET NORTHWEST OF THE
 AE3569'NORTHWEST CORNER OF A METAL RUNWAY SIGN (A 17), 118.9 FEET NORTHWEST
 AE3569'OF THE NORTH  CORNER OF A CONCRETE HEADWALL FOR A CULVERT BENEATH THE
 AE3569'TAXIWAY, 138.6 FEET  NORTH OF A BLUE TAXIWAY LIGHT NUMBER 80, 78.4
 AE3569'FEET EAST OF A WITNESS POST. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3570 ***********************************************************************
 AE3570  SACS        -  This is a Secondary Airport Control Station.
 AE3570  DESIGNATION -  6J0 B
 AE3570  PID         -  AE3570
 AE3570  STATE/COUNTY-  SC/LEXINGTON
 AE3570  USGS QUAD   -  PELION EAST (1982)
 AE3570
 AE3570                         *CURRENT SURVEY CONTROL
 AE3570  ___________________________________________________________________
 AE3570* NAD 83(2001)-  33 47 47.14578(N)    081 14 44.66207(W)     ADJUSTED  
 AE3570* NAVD 88     -       137.696  (meters)     451.76   (feet)  ADJUSTED  
 AE3570  ___________________________________________________________________
 AE3570  X           -     807,547.578 (meters)                     COMP
 AE3570  Y           -  -5,244,127.232 (meters)                     COMP
 AE3570  Z           -   3,527,763.724 (meters)                     COMP
 AE3570  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AE3570  ELLIP HEIGHT-         106.71  (meters)          (05/06/05) GPS OBS
 AE3570  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AE3570  DYNAMIC HT  -         137.552 (meters)     451.29  (feet)  COMP
 AE3570  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 AE3570
 AE3570  HORZ ORDER  -  FIRST
 AE3570  VERT ORDER  -  FIRST     CLASS II
 AE3570  ELLP ORDER  -  FOURTH    CLASS II
 AE3570
 AE3570.This mark is at Corporate Airport (6J0)
 AE3570
 AE3570.The horizontal coordinates were established by GPS observations
 AE3570.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 AE3570
 AE3570.The orthometric height was determined by differential leveling
 AE3570.and adjusted by the National Geodetic Survey in February 1999..
 AE3570
 AE3570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3570
 AE3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3570
 AE3570.The ellipsoidal height was determined by GPS observations
 AE3570.and is referenced to NAD 83.
 AE3570
 AE3570.The geoid height was determined by GEOID03.
 AE3570
 AE3570.The dynamic height is computed by dividing the NAVD 88
 AE3570.geopotential number by the normal gravity value computed on the
 AE3570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3570.degrees latitude (g = 980.6199 gals.).
 AE3570
 AE3570.The modeled gravity was interpolated from observed gravity values.
 AE3570
 AE3570;                    North         East     Units Scale Factor Converg.
 AE3570;SPC SC       -   217,726.372   586,848.061   MT  0.99979611   -0 08 10.5
 AE3570;SPC SC       -   714,325.37  1,925,354.53   iFT  0.99979611   -0 08 10.5
 AE3570;UTM  17      - 3,739,611.980   477,252.475   MT  0.99960638   -0 08 12.1
 AE3570
 AE3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3570!SPC SC       -   0.99998325  x   0.99979611  =   0.99977936
 AE3570!UTM  17      -   0.99998325  x   0.99960638  =   0.99958963
 AE3570
 AE3570:                Primary Azimuth Mark                     Grid Az
 AE3570:SPC SC       -  6J0 A                                    339 00 38.1
 AE3570:UTM  17      -  6J0 A                                    339 00 39.7
 AE3570
 AE3570|---------------------------------------------------------------------|
 AE3570| PID    Reference Object                     Distance      Geod. Az  |
 AE3570|                                                           dddmmss.s |
 AE3570| AE3569 6J0 A                               APPROX. 0.5 KM 3385227.6 |
 AE3570|---------------------------------------------------------------------|
 AE3570
 AE3570                          SUPERSEDED SURVEY CONTROL
 AE3570
 AE3570  NAD 83(2001)-  33 47 47.14573(N)    081 14 44.66204(W) AD(       ) 1
 AE3570  ELLIP H (02/10/03)  106.69   (m)                       GP(       ) 4 2
 AE3570  NAD 83(1995)-  33 47 47.14583(N)    081 14 44.66207(W) AD(       ) 1
 AE3570  ELLIP H (09/29/97)  106.68   (m)                       GP(       ) 4 2
 AE3570  NAVD 88 (05/06/05)  137.70   (m)          451.8    (f) LEVELING    3  
 AE3570
 AE3570.Superseded values are not recommended for survey control.
 AE3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3570.See file dsdata.txt to determine how the superseded data were derived.
 AE3570
 AE3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7725239612(NAD 83)
 AE3570_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3570_STAMPING: 6J0 B 1996
 AE3570_MARK LOGO: NGS   
 AE3570_PROJECTION: RECESSED 8 CENTIMETERS
 AE3570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE3570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3570+STABILITY: SURFACE MOTION
 AE3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3570+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AE3570
 AE3570  HISTORY     - Date     Condition        Report By
 AE3570  HISTORY     - 1996     MONUMENTED       NGS
 AE3570  HISTORY     - 19970616 GOOD             SCGS
 AE3570  HISTORY     - 19971216 GOOD             NGS
 AE3570  HISTORY     - 20040701 GOOD             SCGS
 AE3570
 AE3570                          STATION DESCRIPTION
 AE3570
 AE3570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DDW)
 AE3570'STATION IS LOCATED 2.25 MILES (3.62 KM) NORTH OF PELION.
 AE3570'OWNERSHIP--PELION CORPORATE AIRPORT, P.O.  BOX 7, PELION, SC 29123,
 AE3570'PHONE 803-894-4404, CONTACT-KEN OR FRANK STOVER.  TO REACH THE STATION
 AE3570'FROM THE JUNCTION OF U.S.  HIGHWAY 178 (MAIN STREET) AND STATE HIGHWAY
 AE3570'302 (PINE STREET) IN PELION, GO NORTH NORTHEAST ON HIGHWAY 302 FOR
 AE3570'1.35 MILES (2.17 KM) TO THE JUNCTION OF STATE ROAD 625 (OLD CHARLESTON
 AE3570'ROAD) , TURN LEFT ON ROAD 625 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF
 AE3570'STATE ROAD 1583, TURN RIGHT ON ROAD 1583 FOR 0.2 MILE (0.3 KM) TO THE
 AE3570'PELION CORPORATE AIRPORT AHEAD AND A SAND ROAD LEFT, OBTAIN PERMISSION
 AE3570'AND TURN LEFT ON THE SAND ROAD BETWEEN HANGARS FOR 0.05 MILE (0.08 KM)
 AE3570'TO A CONCRETE TAXIWAY, TURN RIGHT ON THE TAXIWAY CROSSING THE APRON
 AE3570'FOR 0.1 MILE (0.2 KM) TO TAXIWAY (A) PARALLEL WITH THE RUNWAY, TURN
 AE3570'LEFT ON TAXIWAY FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE RIGHT
 AE3570'ACROSS THE RUNWAY NEAR THE EXTENDED CENTER OF TAXIWAY (C) .  STATION
 AE3570'IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM)
 AE3570'ABOVE THE RUNWAY, 143.5 FEET (43.7 M) EAST OF THE CENTER OF THE
 AE3570'RUNWAY, 197.0 FEET (60.0 M) EAST NORTHEAST OF A TAXI LIGHT NUMBER 52,
 AE3570'193.5 FEET (59.0 M) SOUTHEAST OF A TAXI LIGHT NUMBER 53, 105.0 FEET
 AE3570'(32.0 M) WEST OF A WITNESS POST AT THE WOODS LINE.  THIS STATION IS
 AE3570'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.  DESCRIBED BY R.W.
 AE3570'ROBERTS.
 AE3570
 AE3570                          STATION RECOVERY (1997)
 AE3570
 AE3570'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AE3570'RECOVERED AS DESCRIBED.
 AE3570
 AE3570                          STATION RECOVERY (1997)
 AE3570
 AE3570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AE3570'RECOVERED AS DESCRIBED.  THIS STATION HAS BEEN DESIGNATED AS A
 AE3570'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AE3570
 AE3570                          STATION RECOVERY (2004)
 AE3570
 AE3570'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 AE3570'STATION IS LOCATED 2.35 MILES NORTH OF PELION, 12.75 MILES SOUTH OF
 AE3570'LEXINGTON.  OWNERSHIP--PELION CORPORATE AIRPORT, P.O. BOX 7, PELION,
 AE3570'SC 29123, CONTACTS MARK  DIBLASI PHONE 803-894-6857 OR 803-894-7256.
 AE3570'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (MAIN
 AE3570'STREET) AND STATE  HIGHWAY 302 (PINE STREET) IN PELION, GO NORTH
 AE3570'NORTHEAST ON HIGHWAY 302 FOR 1.35  MILES TO THE JUNCTION OF STATE ROAD
 AE3570'625 (OLD CHARLESTON ROAD), TURN LEFT ON ROAD  625 FOR 0.9 MILE TO THE
 AE3570'JUNCTION OF STATE ROAD 1583, TURN RIGHT ON ROAD 1853 FOR 0.1  MILE TO
 AE3570'THE PELION CORPORATE AIRPORT AHEAD AND A SAND ROAD LEFT, OBTAIN
 AE3570'PERMISSION AND TURN LEFT ON THE SAND ROAD BETWEEN TWO HANGARS FOR 0.05
 AE3570'MILE TO  A CONCRETE TAXIWAY, TURN RIGHT ON THE CONCRETE TAXIWAY 0.05
 AE3570'MILE TO RUNWAY AND  TAXIWAY A, TURN LEFT ON THE TAXIWAY PARALLELING
 AE3570'THE RUNWAY FOR 0.35 MILE TO A PAVED  CROSSOVER DRIVE, TURN RIGHT ON
 AE3570'THE CROSSOVER ROAD FOR 0.05 MILE TO THE STATION  AHEAD NEAR THE
 AE3570'EXTENDED CENTER OF THE TAXIWAY-RUNWAY. STATION IS A CONCRETE POST
 AE3570'RECESSED 0.3 FOOT, 142.6 FEET EAST OF THE CENTER OF  THE RUNWAY, 267.5
 AE3570'FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE BASE OF A METAL  SIGN
 AE3570'BOX (C), 2.2 FEET WEST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3580 ***********************************************************************
 AE3580  HT_MOD      -  This is a Height Modernization Survey Station.
 AE3580  SACS        -  This is a Secondary Airport Control Station.
 AE3580  DESIGNATION -  6J2 A
 AE3580  PID         -  AE3580
 AE3580  STATE/COUNTY-  SC/DORCHESTER
 AE3580  USGS QUAD   -  ST GEORGE (1982)
 AE3580
 AE3580                         *CURRENT SURVEY CONTROL
 AE3580  ___________________________________________________________________
 AE3580* NAD 83(2001)-  33 11 45.46879(N)    080 30 30.54915(W)     ADJUSTED  
 AE3580* NAVD 88     -        25.03   (meters)      82.1    (feet)  GPS OBS   
 AE3580  ___________________________________________________________________
 AE3580  X           -     881,003.076 (meters)                     COMP
 AE3580  Y           -  -5,269,461.002 (meters)                     COMP
 AE3580  Z           -   3,472,161.965 (meters)                     COMP
 AE3580  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AE3580  ELLIP HEIGHT-          -6.77  (meters)          (10/16/03) GPS OBS
 AE3580  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AE3580
 AE3580  HORZ ORDER  -  FIRST
 AE3580  ELLP ORDER  -  FOURTH    CLASS II
 AE3580
 AE3580.This mark is at St George Airport (6J2)
 AE3580
 AE3580.The horizontal coordinates were established by GPS observations
 AE3580.and adjusted by the National Geodetic Survey in February 2003..
 AE3580
 AE3580.The orthometric height was determined by GPS observations and a
 AE3580.high-resolution geoid model.
 AE3580
 AE3580.GPS derived orthometric heights for airport stations designated as
 AE3580.PACS or SACS are published to 2 decimal places.  This maintains
 AE3580.centimeter relative accuracy between the PACS and SACS.  It does
 AE3580.not indicate centimeter accuracy relative to other marks which are
 AE3580.part of the NAVD 88 network.
 AE3580
 AE3580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3580
 AE3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3580
 AE3580.The ellipsoidal height was determined by GPS observations
 AE3580.and is referenced to NAD 83.
 AE3580
 AE3580.The geoid height was determined by GEOID03.
 AE3580
 AE3580;                    North         East     Units Scale Factor Converg.
 AE3580;SPC SC       -   151,221.766   655,423.688   MT  0.99982756   +0 16 21.0
 AE3580;SPC SC       -   496,134.40  2,150,340.18   iFT  0.99982756   +0 16 21.0
 AE3580;UTM  17      - 3,673,119.414   545,813.658   MT  0.99962588   +0 16 08.8
 AE3580
 AE3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3580!SPC SC       -   1.00000106  x   0.99982756  =   0.99982862
 AE3580!UTM  17      -   1.00000106  x   0.99962588  =   0.99962694
 AE3580
 AE3580|---------------------------------------------------------------------|
 AE3580| PID    Reference Object                     Distance      Geod. Az  |
 AE3580|                                                           dddmmss.s |
 AE3580| DE2439 GEOPORT AZ MK                       382.985 METERS 05345     |
 AE3580| DE2436 GEOPORT                             355.788 METERS 21639     |
 AE3580|---------------------------------------------------------------------|
 AE3580
 AE3580                          SUPERSEDED SURVEY CONTROL
 AE3580
 AE3580  NAD 83(1986)-  33 11 45.47931(N)    080 30 30.55152(W) AD(       ) 1
 AE3580  ELLIP H (02/10/03)   -6.84   (m)                       GP(       ) 4 2
 AE3580  NAD 83(1995)-  33 11 45.46885(N)    080 30 30.54969(W) AD(       ) 1
 AE3580  ELLIP H (09/29/97)   -6.83   (m)                       GP(       ) 4 2
 AE3580
 AE3580.Superseded values are not recommended for survey control.
 AE3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3580.See file dsdata.txt to determine how the superseded data were derived.
 AE3580
 AE3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4581473119(NAD 83)
 AE3580_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3580_STAMPING: 6J2 A 1996
 AE3580_MARK LOGO: NGS   
 AE3580_PROJECTION: FLUSH
 AE3580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE3580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3580+STABILITY: SURFACE MOTION
 AE3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3580+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 AE3580
 AE3580  HISTORY     - Date     Condition        Report By
 AE3580  HISTORY     - 1996     MONUMENTED       SCGS
 AE3580  HISTORY     - 19971208 GOOD             NGS
 AE3580  HISTORY     - 20020923 GOOD             SCGS
 AE3580
 AE3580                          STATION DESCRIPTION
 AE3580
 AE3580'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3580'STATION IS LOCATED 3.95 MILES (6.36 KM) EAST OF ST.  GEORGE, 3.7 MILES
 AE3580'(6.0 KM) WEST SOUTHWEST OF HARLEYVILLE.  OWNERSHIP--ST.  GEORGE
 AE3580'MUNICIPAL AIRPORT, ATTENTION-JOHN D.  REIMER, 541 HORNE TAYLOR ROAD,
 AE3580'ST.  GEORGE, SC PHONE 803-563-7578.  TO REACH THE STATION FROM THE
 AE3580'JUNCTION OF U.S.  HIGHWAYS 15 (PALMER AVENUE) AND 78 (MEMORIAL
 AE3580'BOULEVARD) IN ST.  GEORGE, GO EAST SOUTHEAST ON HIGHWAY 78 FOR 3.3
 AE3580'MILES (5.3 KM) TO THE JUNCTION OF STATE ROAD 481 (HORNE TAYLOR ROAD) ,
 AE3580'TURN LEFT ON ROAD 481 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE
 AE3580'ROAD 168 (SYRR RUN ROAD) , CONTINUE ON SAND ROAD FOR 0.35 MILE (0.56
 AE3580'KM) TO A GATE, CONTINUE AHEAD ON THE SAND ROAD FOR 0.05 MILE (0.08 KM)
 AE3580'TO THE ST.  GEORGE MUNICIPAL AIRPORT BUILDING, TURN LEFT ACROSS APRON
 AE3580'AND TAXIWAY FOR 0.1 MILE (0.2 KM) TO THE RUNWAY, CROSS RUNWAY AND
 AE3580'DRAINAGE DITCH FOR 0.05 MILE (0.08 KM) TO A GRASS ROAD RIGHT, TURN
 AE3580'RIGHT ON GRASS ROAD FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT
 AE3580'NEAR A DITCH LINE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 AE3580'89.2 FEET (27.2 M) WEST NORTHWEST OF A RUNWAY LIGHT, 122.0 FEET (37.2
 AE3580'M) NORTHWEST OF THE CENTER OF THE RUNWAY, 232.0 FEET (70.7 M)
 AE3580'NORTHEAST OF A RUNWAY LIGHT, 26.0 FEET (7.9 M) NORTH NORTHWEST OF A
 AE3580'WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AE3580'CONTROL STATION.  DESCRIBED BY R.W.  ROBERTS.
 AE3580
 AE3580                          STATION RECOVERY (1997)
 AE3580
 AE3580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AE3580'STATION IS LOCATED 3.95 MILES (6.36 KM) EAST OF ST.  GEORGE, 3.7 MILES
 AE3580'(6.0 KM) WEST SOUTHWEST OF HARLEYVILLE.  OWNERSHIP--ST.  GEORGE
 AE3580'MUNICIPAL AIRPORT, ATTENTION-JOHN D.  REIMER, 541 HORNE TAYLOR ROAD,
 AE3580'ST.  GEORGE, SC PHONE 803-563-7578.  TO REACH THE STATION FROM THE
 AE3580'JUNCTION OF U.S.  HIGHWAYS 15 (PALMER AVENUE) AND 78 (MEMORIAL
 AE3580'BOULEVARD) IN ST.  GEORGE, GO EAST SOUTHEAST ON HIGHWAY 78 FOR 3.3
 AE3580'MILES (5.3 KM) TO THE JUNCTION OF STATE ROAD 481 (HORNE TAYLOR ROAD) ,
 AE3580'TURN LEFT ON ROAD 481 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE
 AE3580'ROAD 168 (SYRR RUN ROAD) , CONTINUE ON SAND ROAD FOR 0.35 MILE (0.56
 AE3580'KM) TO A GATE, CONTINUE AHEAD ON THE SAND ROAD FOR 0.05 MILE (0.08 KM)
 AE3580'TO THE ST.  GEORGE MUNICIPAL AIRPORT BUILDING, TURN LEFT ACROSS APRON
 AE3580'AND TAXIWAY FOR 0.1 MILE (0.2 KM) TO THE RUNWAY, CROSS RUNWAY AND
 AE3580'DRAINAGE DITCH FOR 0.05 MILE (0.08 KM) TO A GRASS ROAD RIGHT, TURN
 AE3580'RIGHT ON GRASS ROAD FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT
 AE3580'NEAR A DITCH LINE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND,
 AE3580'89.2 FEET (27.2 M) WEST NORTHWEST OF A RUNWAY LIGHT, 122.0 FEET (37.2
 AE3580'M) NORTHWEST OF THE CENTER OF THE RUNWAY, 232.0 FEET (70.7 M)
 AE3580'NORTHEAST OF A RUNWAY LIGHT, 26.0 FEET (7.9 M) NORTH NORTHWEST OF A
 AE3580'WITNESS POST.THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK --
 AE3580'STAMPED 6J2 A 1996 --.THIS STATION IS DESIGNATED AS A SECONDARY
 AE3580'AIRPORT CONTROL STATION.  DESCRIBED BY R.W.  ROBERTS.
 AE3580
 AE3580                          STATION RECOVERY (2002)
 AE3580
 AE3580'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AE3580'STATION IS LOCATED 3.8 MILES EAST OF SAINT GEORGE. OWNERSHIP--SAINT
 AE3580'GEORGE MUNICIPAL
 AE3580'AIRPORT, 541 HORNE TAYLOR ROAD, SAINT GEORGE, SC 29477,
 AE3580'ATTENTION-MANAGER-WALLY
 AE3580'WEST, PHONE 843-563-6028.
 AE3580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (MEMORIAL
 AE3580'BOULEVARD)
 AE3580'AND STATE HIGHWAY 15 (PALER AVENUE) IN SAINT GEORGE, GO EAST SOUTHEAST
 AE3580'ON
 AE3580'HIGHWAY 15 FOR 3.3 MILES TO THE JUNCTION OF STATE ROAD 481 (HORNE
 AE3580'TAYLOR ROAD),
 AE3580'TURN LEFT ON ROAD 481 FOR 1.25 MILES TO THE JUNCTION OF STATE ROAD 168
 AE3580'(SPRING ROAD)
 AE3580'LEFT, (SYRR RUN ROAD) RIGHT, AND AN UN-NAMED SAND ROAD AHEAD LEADING
 AE3580'TO AN
 AE3580'AIRPORT, CONTINUE AHEAD ON THE SAND ROAD FOR 0.35 MILE TO A GATE,
 AE3580'CONTINUE AHEAD
 AE3580'ON THE SAND ROAD FOR 0.05 MILE TO THE SAINT GEORGE AIRPORT BUILDING,
 AE3580'AFTER GAINING
 AE3580'PERMISSION CONTINUE ACROSS AN APRON AND TAXIWAY FOR 0.1 MILE TO THE
 AE3580'MAIN RUNWAY,
 AE3580'CONTINUE AHEAD CROSSING THE RUNWAY FOR 0.05 MILE TO AN OPEN GRASSY
 AE3580'AREA JUST
 AE3580'BEYOND A DITCH LINE, TURN RIGHT ON THE GRASSY AREA PARALLELING THE
 AE3580'RUNWAY FOR
 AE3580'0.25 MILE TO THE STATION ON THE RIGHT.
 AE3580'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AE3580'RUNWAY, 120.7
 AE3580'FEET NORTH NORTHWEST OF THE CENTER OF THE RUNWAY, 89.0 FEET WEST
 AE3580'NORTHWEST OF A
 AE3580'RUNWAY LIGHT, 169.1 FEET SOUTH SOUTHEAST OF A 0.7-FOOT PINE TREE WITH
 AE3580'A SCGS
 AE3580'REFERENCE WASHER ATTACHED.
 AE3580'RECOVERED BY T. HALL.
 AE3580' 
 AE3580' 
 AE3580' 
 AE3580' 
 AE3580' 
 AE3580' 
 AE3580' 
 AE3580' 
 AE3580' 
 AE3580' 
 AE3580'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0196 ***********************************************************************
 DD0196  DESIGNATION -  7
 DD0196  PID         -  DD0196
 DD0196  STATE/COUNTY-  SC/HORRY
 DD0196  USGS QUAD   -  CONWAY (1980)
 DD0196
 DD0196                         *CURRENT SURVEY CONTROL
 DD0196  ___________________________________________________________________
 DD0196* NAD 83(1986)-  33 48 20.     (N)    079 04 39.     (W)     SCALED    
 DD0196* NAVD 88     -         3.229  (meters)      10.59   (feet)  POSTED    
 DD0196  ___________________________________________________________________
 DD0196  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DD0196  DYNAMIC HT  -           3.230 (meters)      10.60  (feet)  COMP
 DD0196  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 DD0196
 DD0196  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DD0196
 DD0196.The horizontal coordinates were scaled from a topographic map and have
 DD0196.an estimated accuracy of +/- 6 seconds.
 DD0196
 DD0196.The orthometric height was determined by differential leveling
 DD0196.and adjusted by the National Geodetic Survey in 1992..
 DD0196.No vertical observational check was made to the station.
 DD0196.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DD0196.was located on a no-check spur therefore a value was not computed.
 DD0196
 DD0196.The geoid height was determined by GEOID03.
 DD0196
 DD0196.The dynamic height is computed by dividing the NAVD 88
 DD0196.geopotential number by the normal gravity value computed on the
 DD0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0196.degrees latitude (g = 980.6199 gals.).
 DD0196
 DD0196.The modeled gravity was interpolated from observed gravity values.
 DD0196
 DD0196;                    North         East    Units  Estimated Accuracy
 DD0196;SPC SC       -   220,370.      787,570.      MT  (+/- 180 meters Scaled)
 DD0196
 DD0196                          SUPERSEDED SURVEY CONTROL
 DD0196
 DD0196  NGVD 29 (??/??/92)    3.569  (m)           11.71   (f) ADJ UNCH    1 2
 DD0196
 DD0196.Superseded values are not recommended for survey control.
 DD0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0196.See file dsdata.txt to determine how the superseded data were derived.
 DD0196
 DD0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT779422(NAD 83)
 DD0196_MARKER: S = SPIKE
 DD0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0196_SP_SET: TREE
 DD0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0196
 DD0196  HISTORY     - Date     Condition        Report By
 DD0196  HISTORY     - UNK      MONUMENTED       SCHD
 DD0196  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0196  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 DD0196
 DD0196                          STATION DESCRIPTION
 DD0196
 DD0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0196'3.1 MI S FROM CONWAY.
 DD0196'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 701 FROM THE INTERSECTION
 DD0196'OF MAIN STREET AND FOURTH AVENUE AT CONWAY, 69 FEET NORTH OF THE
 DD0196'CENTERLINE OF A DIRT ROAD LEADING TO A ONE-STORY HOUSE, 36 FEET
 DD0196'EAST OF THE EAST EDGE OF THE HIGHWAY, AT THE SOUTHWEST CORNER OF
 DD0196'A BARN, IN THE BASE OF A 2-1/2-FOOT OAK TREE, AND ABOUT 3 FEET
 DD0196'LOWER THAN THE HIGHWAY.
 DD0196
 DD0196                          STATION RECOVERY (2004)
 DD0196
 DD0196'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1883 ***********************************************************************
 CK1883  DESIGNATION -  7 002
 CK1883  PID         -  CK1883
 CK1883  STATE/COUNTY-  SC/BEAUFORT
 CK1883  USGS QUAD   -  YEMASSEE (1988)
 CK1883
 CK1883                         *CURRENT SURVEY CONTROL
 CK1883  ___________________________________________________________________
 CK1883* NAD 83(1986)-  32 41 16.     (N)    080 50 51.     (W)     SCALED    
 CK1883* NAVD 88     -         7.957  (meters)      26.11   (feet)  ADJUSTED  
 CK1883  ___________________________________________________________________
 CK1883  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK1883  DYNAMIC HT  -           7.948 (meters)      26.08  (feet)  COMP
 CK1883  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CK1883
 CK1883  VERT ORDER  -  FIRST     CLASS II
 CK1883
 CK1883.The horizontal coordinates were scaled from a topographic map and have
 CK1883.an estimated accuracy of +/- 6 seconds.
 CK1883
 CK1883.The orthometric height was determined by differential leveling
 CK1883.and adjusted by the National Geodetic Survey in June 1991..
 CK1883
 CK1883.The geoid height was determined by GEOID03.
 CK1883
 CK1883.The dynamic height is computed by dividing the NAVD 88
 CK1883.geopotential number by the normal gravity value computed on the
 CK1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1883.degrees latitude (g = 980.6199 gals.).
 CK1883
 CK1883.The modeled gravity was interpolated from observed gravity values.
 CK1883
 CK1883;                    North         East    Units  Estimated Accuracy
 CK1883;SPC SC       -    94,770.      623,900.      MT  (+/- 180 meters Scaled)
 CK1883
 CK1883                          SUPERSEDED SURVEY CONTROL
 CK1883
 CK1883  NGVD 29 (03/21/89)    8.238  (m)           27.03   (f) ADJUSTED    1 2
 CK1883
 CK1883.Superseded values are not recommended for survey control.
 CK1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1883.See file dsdata.txt to determine how the superseded data were derived.
 CK1883
 CK1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS142166(NAD 83)
 CK1883_MARKER: DB = BENCH MARK DISK
 CK1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1883_SP_SET: CONCRETE POST
 CK1883_STAMPING: VERT 7 002 1981
 CK1883_MARK LOGO: SCGS  
 CK1883_PROJECTION: RECESSED 7 CENTIMETERS
 CK1883_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1883+STABILITY: SURFACE MOTION
 CK1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1883+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1992
 CK1883
 CK1883  HISTORY     - Date     Condition        Report By
 CK1883  HISTORY     - 1981     MONUMENTED       SCGS
 CK1883  HISTORY     - 19920310 GOOD             SCGS
 CK1883  HISTORY     - 19980616 GOOD             USPSQD
 CK1883
 CK1883                          STATION DESCRIPTION
 CK1883
 CK1883'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1883'IN YEMASSEE.
 CK1883'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 CK1883'SET ON THE SOUTH SOUTHWEST SIDE OF THE SEABOARD COASTLINE RAILROAD
 CK1883'STATION IN YEMASSEE, BY A LONE PALMETTO TREE AND TWO TRACK
 CK1883'SWITCHING HOUSES, 15.7 METERS (51.5 FEET) WEST NORTHWEST OF THE
 CK1883'MOST WEST NORTHWEST RAIL OF THE MAIN TRACK, 8.0 METERS (26.5 FEET)
 CK1883'SOUTH SOUTHWEST OF THE SOUTH SOUTHWEST RAIL OF AN EAST WEST TRACK,
 CK1883'2.8 METERS (9.4 FEET) WEST OF THE SOUTHWEST CORNER OF A SWITCHING
 CK1883'HOUSE, 1.1 METERS (3.5 FEET) NORTH OF A LONE PALMETTO TREE, ADD
 CK1883'A SWITCHING HOUSE IS A SMALL METAL BUILDING.
 CK1883'THE MARK IS 0.7 METERS  WNW FROM  WITNESS POST
 CK1883
 CK1883                          STATION RECOVERY (1992)
 CK1883
 CK1883'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK1883'STATION IS LOCATED IN YEMASSEE. OWNERSHIP--RAILROAD RIGHT OF WAY.
 CK1883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE,
 CK1883'21, FLOWERS STREET AND STATE HIGHWAY 68 IN YEMASSEE, GO SOUTHEAST ON
 CK1883'FLOWERS STREET FOR 0.25 MILE (0.40 KM) TO A RAILROAD CROSSING AND THE
 CK1883'JUNCTION OF STATE ROAD 196 RIGHT AND THE STATION ON THE LEFT ON THE
 CK1883'SOUTHWEST SIDE OF THE YEMASSEE AMTRAK TRAIN STATION.
 CK1883'STATION IS A CONCRETE POST PROJECTING 1-INCH AND 1.0 FOOT (0.3 M)
 CK1883'BELOW THE TRACKS, 2.9 FEET (0.9 M) WEST OF THE WEST CORNER OF THE
 CK1883'SOUTHWEST ONE OF TWO LOW METAL BOXES ON THE SOUTHWEST SIDE OF THE
 CK1883'TRAIN STATION, 3.8 FEET (1.2 M) NORTH NORTHEAST OF A 12-INCH PALMETTO
 CK1883'TREE, 51.2 FEET (15.6 M) NORTH NORTHWEST OF THE NORTHWEST RAIL OF THE
 CK1883'RAILROAD TRACKS, 54.5 FEET (16.6 M) SOUTHWEST OF THE WEST CORNER OF
 CK1883'THE BRICK PORTION OF THE SOUTHWEST SIDE OF THE TRAIN STATION, 56.4
 CK1883'FEET (17.2 M) EAST OF A POWER POLE NUMBER 379668 WITH GUY WIRE AND A
 CK1883'SECURITY LIGHT, 2.3 FEET (0.7 M) NORTH OF VERTICAL CONTROL STATION J
 CK1883'131, 2.0 FEET (0.6 M) NORTHWEST OF A WITNESS POST.
 CK1883'RECOVERED BY T. HALL.
 CK1883
 CK1883                          STATION RECOVERY (1998)
 CK1883
 CK1883'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1884 ***********************************************************************
 CK1884  DESIGNATION -  7 003
 CK1884  PID         -  CK1884
 CK1884  STATE/COUNTY-  SC/BEAUFORT
 CK1884  USGS QUAD   -  YEMASSEE (1988)
 CK1884
 CK1884                         *CURRENT SURVEY CONTROL
 CK1884  ___________________________________________________________________
 CK1884* NAD 83(1986)-  32 39 32.     (N)    080 50 45.     (W)     SCALED    
 CK1884* NAVD 88     -         6.307  (meters)      20.69   (feet)  ADJUSTED  
 CK1884  ___________________________________________________________________
 CK1884  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK1884  DYNAMIC HT  -           6.300 (meters)      20.67  (feet)  COMP
 CK1884  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CK1884
 CK1884  VERT ORDER  -  FIRST     CLASS II
 CK1884
 CK1884.The horizontal coordinates were scaled from a topographic map and have
 CK1884.an estimated accuracy of +/- 6 seconds.
 CK1884
 CK1884.The orthometric height was determined by differential leveling
 CK1884.and adjusted by the National Geodetic Survey in June 1991..
 CK1884
 CK1884.The geoid height was determined by GEOID03.
 CK1884
 CK1884.The dynamic height is computed by dividing the NAVD 88
 CK1884.geopotential number by the normal gravity value computed on the
 CK1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1884.degrees latitude (g = 980.6199 gals.).
 CK1884
 CK1884.The modeled gravity was interpolated from observed gravity values.
 CK1884
 CK1884;                    North         East    Units  Estimated Accuracy
 CK1884;SPC SC       -    91,570.      624,060.      MT  (+/- 180 meters Scaled)
 CK1884
 CK1884                          SUPERSEDED SURVEY CONTROL
 CK1884
 CK1884  NGVD 29 (03/21/89)    6.587  (m)           21.61   (f) ADJUSTED    1 2
 CK1884
 CK1884.Superseded values are not recommended for survey control.
 CK1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1884.See file dsdata.txt to determine how the superseded data were derived.
 CK1884
 CK1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS144134(NAD 83)
 CK1884_MARKER: DB = BENCH MARK DISK
 CK1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1884_SP_SET: CONCRETE POST
 CK1884_STAMPING: VERT 7 003 1981
 CK1884_MARK LOGO: SCGS  
 CK1884_PROJECTION: FLUSH
 CK1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1884
 CK1884  HISTORY     - Date     Condition        Report By
 CK1884  HISTORY     - 1981     MONUMENTED       SCGS
 CK1884  HISTORY     - 19960608 GOOD             USPSQD
 CK1884
 CK1884                          STATION DESCRIPTION
 CK1884
 CK1884'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1884'3.2 KM (2.0 MI) SOUTH FROM YEMASSEE.
 CK1884'3.4 KILOMETERS (2.1 MILES) SOUTH SOUTHEAST ALONG COUNTY HIGHWAY
 CK1884'S-7-3 TO THE JUNCTION OF U.S. HIGHWAYS 21 AND ALTERNATE 17, SET
 CK1884'IN THE V OF THE FORK, ON THE NORTH SIDE OF A CONNECTING SAND ROAD,
 CK1884'24.1 METERS (79.5 FEET) EAST OF THE CENTERLINE OF U.S. HIGHWAY
 CK1884'ALTERNATE 17, 31.1 METERS (102.0 FEET) WEST OF THE CENTERLINE OF
 CK1884'A CONCRETE ROAD LEADING NORTH TO YEMASSEE, 8.2 METERS (27.0 FEET)
 CK1884'NORTH OF THE CENTER OF A SAND ROAD CONNECTING THE TWO HIGHWAYS.
 CK1884'THE MARK IS 0.3 METERS  S FROM  WITNESS POST
 CK1884
 CK1884                          STATION RECOVERY (1996)
 CK1884
 CK1884'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1885 ***********************************************************************
 CK1885  DESIGNATION -  7 004
 CK1885  PID         -  CK1885
 CK1885  STATE/COUNTY-  SC/BEAUFORT
 CK1885  USGS QUAD   -  YEMASSEE (1988)
 CK1885
 CK1885                         *CURRENT SURVEY CONTROL
 CK1885  ___________________________________________________________________
 CK1885* NAD 83(1986)-  32 38 37.     (N)    080 51 06.     (W)     SCALED    
 CK1885* NAVD 88     -         2.519  (meters)       8.26   (feet)  ADJUSTED  
 CK1885  ___________________________________________________________________
 CK1885  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK1885  DYNAMIC HT  -           2.516 (meters)       8.25  (feet)  COMP
 CK1885  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 CK1885
 CK1885  VERT ORDER  -  FIRST     CLASS II
 CK1885
 CK1885.The horizontal coordinates were scaled from a topographic map and have
 CK1885.an estimated accuracy of +/- 6 seconds.
 CK1885
 CK1885.The orthometric height was determined by differential leveling
 CK1885.and adjusted by the National Geodetic Survey in June 1991..
 CK1885.WARNING-Repeat measurements at this control monument indicate possible
 CK1885.vertical movement.
 CK1885
 CK1885.The geoid height was determined by GEOID03.
 CK1885
 CK1885.The dynamic height is computed by dividing the NAVD 88
 CK1885.geopotential number by the normal gravity value computed on the
 CK1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1885.degrees latitude (g = 980.6199 gals.).
 CK1885
 CK1885.The modeled gravity was interpolated from observed gravity values.
 CK1885
 CK1885;                    North         East    Units  Estimated Accuracy
 CK1885;SPC SC       -    89,870.      623,520.      MT  (+/- 180 meters Scaled)
 CK1885
 CK1885                          SUPERSEDED SURVEY CONTROL
 CK1885
 CK1885  NGVD 29 (03/21/89)    2.800  (m)            9.19   (f) ADJUSTED    1 2
 CK1885
 CK1885.Superseded values are not recommended for survey control.
 CK1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1885.See file dsdata.txt to determine how the superseded data were derived.
 CK1885
 CK1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS139117(NAD 83)
 CK1885_MARKER: DB = BENCH MARK DISK
 CK1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1885_SP_SET: CONCRETE POST
 CK1885_STAMPING: VERT 7 004 1981
 CK1885_MARK LOGO: SCGS  
 CK1885_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1885
 CK1885  HISTORY     - Date     Condition        Report By
 CK1885  HISTORY     - 1981     MONUMENTED       SCGS
 CK1885  HISTORY     - 1982     GOOD             SCGS
 CK1885  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 CK1885
 CK1885                          STATION DESCRIPTION
 CK1885
 CK1885'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1885'4.8 KM (3.0 MI) SOUTH FROM YEMASSEE.
 CK1885'5.0 KILOMETERS (3.1 MILES) SOUTHEAST ALONG COUNTY HIGHWAY S-7-3,
 CK1885'FROM THE SEABOARD COAST RAILROAD CROSSING, THENCE 1.8 KILOMETERS
 CK1885'(1.1 MILES) SOUTH ALONG U.S. HIGHWAY 21 AND ALTERNATE 17, SET ON
 CK1885'THE EAST SIDE OF THE HIGHWAY AND IN LINE WITH THE NORTH ENDDF
 CK1885'A CONCRETE DIVIDER, THAT SEPARATES THE HIGHWAY LANES AT THE
 CK1885'INTERSECTION OF THREE HIGHWAYS, 16.8 METERS (55.0 FEET) EAST OF A
 CK1885'HOLE IN THE NORTH END OF THE HIGHWAY DIVIDER, 3.8 METERS (12.5 FEET)
 CK1885'NORTH OF A 24 INCH PINE TREE, 0.3 METER (1.0 FEET) WEST OF A WIRE
 CK1885'FENCE.
 CK1885'THE MARK IS 0.3 METERS  W FROM  WITNESS POST
 CK1885'THE MARK IS 1.0 M BELOW HIGHWAY.
 CK1885
 CK1885                          STATION RECOVERY (1982)
 CK1885
 CK1885'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK1885'RECOVERED IN GOOD CONDITION.
 CK1885
 CK1885                          STATION RECOVERY (1996)
 CK1885
 CK1885'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK1885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1927 ***********************************************************************
 CK1927  DESIGNATION -  7 005
 CK1927  PID         -  CK1927
 CK1927  STATE/COUNTY-  SC/BEAUFORT
 CK1927  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1927
 CK1927                         *CURRENT SURVEY CONTROL
 CK1927  ___________________________________________________________________
 CK1927* NAD 83(1986)-  32 14 32.     (N)    080 58 57.     (W)     SCALED    
 CK1927* NAVD 88     -         8.596  (meters)      28.20   (feet)  ADJUSTED  
 CK1927  ___________________________________________________________________
 CK1927  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 CK1927  DYNAMIC HT  -           8.586 (meters)      28.17  (feet)  COMP
 CK1927  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CK1927
 CK1927  VERT ORDER  -  FIRST     CLASS II
 CK1927
 CK1927.The horizontal coordinates were scaled from a topographic map and have
 CK1927.an estimated accuracy of +/- 6 seconds.
 CK1927
 CK1927.The orthometric height was determined by differential leveling
 CK1927.and adjusted by the National Geodetic Survey in June 1991..
 CK1927
 CK1927.The geoid height was determined by GEOID03.
 CK1927
 CK1927.The dynamic height is computed by dividing the NAVD 88
 CK1927.geopotential number by the normal gravity value computed on the
 CK1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1927.degrees latitude (g = 980.6199 gals.).
 CK1927
 CK1927.The modeled gravity was interpolated from observed gravity values.
 CK1927
 CK1927;                    North         East    Units  Estimated Accuracy
 CK1927;SPC SC       -    45,350.      611,250.      MT  (+/- 180 meters Scaled)
 CK1927
 CK1927                          SUPERSEDED SURVEY CONTROL
 CK1927
 CK1927  NGVD 29 (03/21/89)    8.876  (m)           29.12   (f) ADJUSTED    1 2
 CK1927
 CK1927.Superseded values are not recommended for survey control.
 CK1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1927.See file dsdata.txt to determine how the superseded data were derived.
 CK1927
 CK1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR016672(NAD 83)
 CK1927_MARKER: DB = BENCH MARK DISK
 CK1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1927_SP_SET: CONCRETE POST
 CK1927_STAMPING: VERT 7 005 1981
 CK1927_MARK LOGO: SCGS  
 CK1927_PROJECTION: PROJECTING 15 CENTIMETERS
 CK1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1927
 CK1927  HISTORY     - Date     Condition        Report By
 CK1927  HISTORY     - 1981     MONUMENTED       SCGS
 CK1927  HISTORY     - 1990     GOOD             USPSQD
 CK1927  HISTORY     - 19980618 POOR             USPSQD
 CK1927
 CK1927                          STATION DESCRIPTION
 CK1927
 CK1927'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1927'15.3 KM (9.5 MI) WEST FROM BLUFFTON.
 CK1927'15.3 KILOMETERS (9.5 MILES) WEST ALONG STATE HIGHWAY 46, FROM A
 CK1927'POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO THE JUNCTION
 CK1927'OF STATE HIGHWAY 170, SET EAST OF THE JUNCTION OF STATE HIGHWAYS
 CK1927'46 AND 170 AND IN LINE WITH A CONCRETE DRAIN PIPE THAT RUNS UNDER
 CK1927'STATE HIGHWAY 46, 32.6 METERS (107.0 FEET) EAST SOUTHEAST OF THE
 CK1927'CENTER OF THE CONCRETE DIVIDER OF STATE HIGHWAY 170, 13.1 METERS
 CK1927'(43.0 FEET) NORTH NORTHEAST OF THE CENTER OF A CONCRETE DIVIDER
 CK1927'FOR STATE HIGHWAY 46, 5.3 METERS (17.6 FEET) NORTHEAST OF THE
 CK1927'NORTHEAST END OF A CONCRETE DRAIN PIPE UNDER THE HIGHWAY, 4.1
 CK1927'METERS (13.6 FEET) EAST OF A POWER LINE POLE.
 CK1927'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CK1927'THE MARK IS 0.5 M BELOW HIGHWAY.
 CK1927
 CK1927                          STATION RECOVERY (1990)
 CK1927
 CK1927'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1927'RECOVERED IN GOOD CONDITION.
 CK1927
 CK1927                          STATION RECOVERY (1998)
 CK1927
 CK1927'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1927'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1930 ***********************************************************************
 CK1930  DESIGNATION -  7 006
 CK1930  PID         -  CK1930
 CK1930  STATE/COUNTY-  SC/BEAUFORT
 CK1930  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1930
 CK1930                         *CURRENT SURVEY CONTROL
 CK1930  ___________________________________________________________________
 CK1930* NAD 83(1986)-  32 13 19.     (N)    080 56 35.     (W)     SCALED    
 CK1930* NAVD 88     -         3.221  (meters)      10.57   (feet)  ADJUSTED  
 CK1930  ___________________________________________________________________
 CK1930  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 CK1930  DYNAMIC HT  -           3.218 (meters)      10.56  (feet)  COMP
 CK1930  MODELED GRAV-     979,500.3   (mgal)                       NAVD 88
 CK1930
 CK1930  VERT ORDER  -  FIRST     CLASS II
 CK1930
 CK1930.The horizontal coordinates were scaled from a topographic map and have
 CK1930.an estimated accuracy of +/- 6 seconds.
 CK1930
 CK1930.The orthometric height was determined by differential leveling
 CK1930.and adjusted by the National Geodetic Survey in June 1991..
 CK1930
 CK1930.The geoid height was determined by GEOID03.
 CK1930
 CK1930.The dynamic height is computed by dividing the NAVD 88
 CK1930.geopotential number by the normal gravity value computed on the
 CK1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1930.degrees latitude (g = 980.6199 gals.).
 CK1930
 CK1930.The modeled gravity was interpolated from observed gravity values.
 CK1930
 CK1930;                    North         East    Units  Estimated Accuracy
 CK1930;SPC SC       -    43,100.      614,970.      MT  (+/- 180 meters Scaled)
 CK1930
 CK1930                          SUPERSEDED SURVEY CONTROL
 CK1930
 CK1930  NGVD 29 (03/21/89)    3.502  (m)           11.49   (f) ADJUSTED    1 2
 CK1930
 CK1930.Superseded values are not recommended for survey control.
 CK1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1930.See file dsdata.txt to determine how the superseded data were derived.
 CK1930
 CK1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR053650(NAD 83)
 CK1930_MARKER: DB = BENCH MARK DISK
 CK1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1930_SP_SET: CONCRETE POST
 CK1930_STAMPING: VERT 7 006 1981
 CK1930_MARK LOGO: SCGS  
 CK1930_PROJECTION: FLUSH
 CK1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1930
 CK1930  HISTORY     - Date     Condition        Report By
 CK1930  HISTORY     - 1981     MONUMENTED       SCGS
 CK1930  HISTORY     - 1990     GOOD             USPSQD
 CK1930  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 CK1930  HISTORY     - 19980618 GOOD             USPSQD
 CK1930
 CK1930                          STATION DESCRIPTION
 CK1930
 CK1930'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1930'7.6 KM (4.7 MI) ESE FROM BLUFFTON.
 CK1930'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46 WEST, FROM
 CK1930'A POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO A PAVED
 CK1930'ROAD LEFT, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTH SOUTHEAST ON
 CK1930'COUNTY ROAD S-7-35 TO THE PALMETTO BLUFF WILDLIFE REFUGE ENTRANCE
 CK1930'GATE, SET NORTHWEST OF THE ENTRANCE GATE, 6.4 METERS (21.0 FEET)
 CK1930'WEST OF THE CENTER OF THE SAND ROAD S-7-35, 8.2 METERS (27.0 FEET)
 CK1930'SOUTH OF THE CENTER OF A SAND ROAD, 5.8 METERS (19.0 FEET) SOUTH
 CK1930'OF A 15 INCH MAGNOLIA TREE, 3.6 METERS (12.0 FEET) NORTHWEST OF
 CK1930'THE CENTER OF THE WEST BRICK ENTRANCE GATE POST.
 CK1930'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK1930
 CK1930                          STATION RECOVERY (1990)
 CK1930
 CK1930'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1930'RECOVERED IN GOOD CONDITION.
 CK1930
 CK1930                          STATION RECOVERY (1998)
 CK1930
 CK1930'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1930'MARK NOT FOUND.
 CK1930
 CK1930                          STATION RECOVERY (1998)
 CK1930
 CK1930'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1931 ***********************************************************************
 CK1931  DESIGNATION -  7 007
 CK1931  PID         -  CK1931
 CK1931  STATE/COUNTY-  SC/BEAUFORT
 CK1931  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1931
 CK1931                         *CURRENT SURVEY CONTROL
 CK1931  ___________________________________________________________________
 CK1931* NAD 83(1986)-  32 12 51.     (N)    080 55 56.     (W)     SCALED    
 CK1931* NAVD 88     -         7.166  (meters)      23.51   (feet)  ADJUSTED  
 CK1931  ___________________________________________________________________
 CK1931  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CK1931  DYNAMIC HT  -           7.158 (meters)      23.48  (feet)  COMP
 CK1931  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CK1931
 CK1931  VERT ORDER  -  FIRST     CLASS II
 CK1931
 CK1931.The horizontal coordinates were scaled from a topographic map and have
 CK1931.an estimated accuracy of +/- 6 seconds.
 CK1931
 CK1931.The orthometric height was determined by differential leveling
 CK1931.and adjusted by the National Geodetic Survey in June 1991..
 CK1931
 CK1931.The geoid height was determined by GEOID03.
 CK1931
 CK1931.The dynamic height is computed by dividing the NAVD 88
 CK1931.geopotential number by the normal gravity value computed on the
 CK1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1931.degrees latitude (g = 980.6199 gals.).
 CK1931
 CK1931.The modeled gravity was interpolated from observed gravity values.
 CK1931
 CK1931;                    North         East    Units  Estimated Accuracy
 CK1931;SPC SC       -    42,240.      615,990.      MT  (+/- 180 meters Scaled)
 CK1931
 CK1931                          SUPERSEDED SURVEY CONTROL
 CK1931
 CK1931  NGVD 29 (03/21/89)    7.446  (m)           24.43   (f) ADJUSTED    1 2
 CK1931
 CK1931.Superseded values are not recommended for survey control.
 CK1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1931.See file dsdata.txt to determine how the superseded data were derived.
 CK1931
 CK1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR063641(NAD 83)
 CK1931_MARKER: DB = BENCH MARK DISK
 CK1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1931_SP_SET: CONCRETE POST
 CK1931_STAMPING: VERT 7 007 1981
 CK1931_MARK LOGO: SCGS  
 CK1931_PROJECTION: PROJECTING 8 CENTIMETERS
 CK1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1931
 CK1931  HISTORY     - Date     Condition        Report By
 CK1931  HISTORY     - 1981     MONUMENTED       SCGS
 CK1931  HISTORY     - 1990     GOOD             USPSQD
 CK1931  HISTORY     - 19980618 GOOD             USPSQD
 CK1931
 CK1931                          STATION DESCRIPTION
 CK1931
 CK1931'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1931'6.4 KM (4.0 MI) WSW FROM BLUFFTON.
 CK1931'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46 WEST, FROM
 CK1931'A POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO A PAVED
 CK1931'SIDE ROAD LEFT, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTH SOUTHEAST
 CK1931'ON COUNTY ROAD S-7-35 TO THE PALMETTO BLUFF WILDLIFE REFUGE ENTRANCE
 CK1931'GATE, CONTINUE 1.6 KILOMETERS (1.0 MILE) SOUTH AND SOUTHEAST ON
 CK1931'A SAND ROAD (MAIN ROAD) TO A SAND ROAD RIGHT (CEMETARY ROAD), SET
 CK1931'NORTH OF THE MAIN ROAD IN THE EXTENDED CENTER LINE OF CEMETARY
 CK1931'ROAD, 9.1 METERS (30.0 FEET) NORTH NORTHEAST OF THE CENTER OF THE
 CK1931'MAIN ROAD, 11.6 METERS (38.0 FEET) SOUTHEAST OF THE CENTER OF A
 CK1931'SAND WOODS ROAD, 3.3 METERS (11.0 FEET) NORTH NORTHEAST OF A 24
 CK1931'INCH PINE TREE.
 CK1931'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CK1931'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1931
 CK1931                          STATION RECOVERY (1990)
 CK1931
 CK1931'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1931'RECOVERED IN GOOD CONDITION.
 CK1931
 CK1931                          STATION RECOVERY (1998)
 CK1931
 CK1931'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1932 ***********************************************************************
 CK1932  DESIGNATION -  7 008
 CK1932  PID         -  CK1932
 CK1932  STATE/COUNTY-  SC/BEAUFORT
 CK1932  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1932
 CK1932                         *CURRENT SURVEY CONTROL
 CK1932  ___________________________________________________________________
 CK1932* NAD 83(1986)-  32 12 29.     (N)    080 55 03.     (W)     SCALED    
 CK1932* NAVD 88     -         6.749  (meters)      22.14   (feet)  ADJUSTED  
 CK1932  ___________________________________________________________________
 CK1932  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 CK1932  DYNAMIC HT  -           6.741 (meters)      22.12  (feet)  COMP
 CK1932  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 CK1932
 CK1932  VERT ORDER  -  FIRST     CLASS II
 CK1932
 CK1932.The horizontal coordinates were scaled from a topographic map and have
 CK1932.an estimated accuracy of +/- 6 seconds.
 CK1932
 CK1932.The orthometric height was determined by differential leveling
 CK1932.and adjusted by the National Geodetic Survey in June 1991..
 CK1932
 CK1932.The geoid height was determined by GEOID03.
 CK1932
 CK1932.The dynamic height is computed by dividing the NAVD 88
 CK1932.geopotential number by the normal gravity value computed on the
 CK1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1932.degrees latitude (g = 980.6199 gals.).
 CK1932
 CK1932.The modeled gravity was interpolated from observed gravity values.
 CK1932
 CK1932;                    North         East    Units  Estimated Accuracy
 CK1932;SPC SC       -    41,560.      617,380.      MT  (+/- 180 meters Scaled)
 CK1932
 CK1932                          SUPERSEDED SURVEY CONTROL
 CK1932
 CK1932  NGVD 29 (03/21/89)    7.029  (m)           23.06   (f) ADJUSTED    1 2
 CK1932
 CK1932.Superseded values are not recommended for survey control.
 CK1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1932.See file dsdata.txt to determine how the superseded data were derived.
 CK1932
 CK1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR077635(NAD 83)
 CK1932_MARKER: DB = BENCH MARK DISK
 CK1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1932_SP_SET: CONCRETE POST
 CK1932_STAMPING: VERT 7 008 1981
 CK1932_MARK LOGO: SCGS  
 CK1932_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1932
 CK1932  HISTORY     - Date     Condition        Report By
 CK1932  HISTORY     - 1981     MONUMENTED       SCGS
 CK1932  HISTORY     - 1990     GOOD             USPSQD
 CK1932  HISTORY     - 19980618 GOOD             USPSQD
 CK1932
 CK1932                          STATION DESCRIPTION
 CK1932
 CK1932'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1932'5.6 KM (3.5 MI) SE FROM BLUFFTON.
 CK1932'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46 WEST, FROM
 CK1932'A POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO A PAVED
 CK1932'SIDE ROAD LEFT, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTH SOUTHEAST
 CK1932'ON COUNTY ROAD S-7-35 TO THE PALMETTO BLUFF WILDLIFE REFUGE ENTRANCE
 CK1932'GATE, CONTINUE 2.9 KILOMETERS (1.85 MILES) SOUTH AND SOUTHEAST ON
 CK1932'A SAND ROAD (MAIN ROAD) TO A REVERSE SAND ROAD FORK RIGHT (MYRTLE
 CK1932'FORD ROAD), CONTINUE EAST NORTHEAST ON THE SAND ROAD (MAIN ROAD)
 CK1932'FOR 0.3 KILOMETER (0.2 MILE) TO THE MARK SET BETWEEN TWO 15 INCH
 CK1932'PINE TREES, 8.2 METERS (27.0 FEET) NORTH OF THE CENTER OF THE SAND
 CK1932'ROAD, 2.4 METERS (8.0 FEET) NORTHEAST OF A 15 INCH PINE TREE,
 CK1932'2.8 METERS (9.5 FEET) WEST NORTHWEST OF A 15 INCH PINE TREE.
 CK1932'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CK1932'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1932
 CK1932                          STATION RECOVERY (1990)
 CK1932
 CK1932'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1932'RECOVERED IN GOOD CONDITION.
 CK1932
 CK1932                          STATION RECOVERY (1998)
 CK1932
 CK1932'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1933 ***********************************************************************
 CK1933  DESIGNATION -  7 009
 CK1933  PID         -  CK1933
 CK1933  STATE/COUNTY-  SC/BEAUFORT
 CK1933  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1933
 CK1933                         *CURRENT SURVEY CONTROL
 CK1933  ___________________________________________________________________
 CK1933* NAD 83(1986)-  32 12 36.     (N)    080 54 00.     (W)     SCALED    
 CK1933* NAVD 88     -         7.099  (meters)      23.29   (feet)  ADJUSTED  
 CK1933  ___________________________________________________________________
 CK1933  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 CK1933  DYNAMIC HT  -           7.091 (meters)      23.26  (feet)  COMP
 CK1933  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 CK1933
 CK1933  VERT ORDER  -  FIRST     CLASS II
 CK1933
 CK1933.The horizontal coordinates were scaled from a topographic map and have
 CK1933.an estimated accuracy of +/- 6 seconds.
 CK1933
 CK1933.The orthometric height was determined by differential leveling
 CK1933.and adjusted by the National Geodetic Survey in June 1991..
 CK1933
 CK1933.The geoid height was determined by GEOID03.
 CK1933
 CK1933.The dynamic height is computed by dividing the NAVD 88
 CK1933.geopotential number by the normal gravity value computed on the
 CK1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1933.degrees latitude (g = 980.6199 gals.).
 CK1933
 CK1933.The modeled gravity was interpolated from observed gravity values.
 CK1933
 CK1933;                    North         East    Units  Estimated Accuracy
 CK1933;SPC SC       -    41,780.      619,030.      MT  (+/- 180 meters Scaled)
 CK1933
 CK1933                          SUPERSEDED SURVEY CONTROL
 CK1933
 CK1933  NGVD 29 (03/21/89)    7.379  (m)           24.21   (f) ADJUSTED    1 2
 CK1933
 CK1933.Superseded values are not recommended for survey control.
 CK1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1933.See file dsdata.txt to determine how the superseded data were derived.
 CK1933
 CK1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR094637(NAD 83)
 CK1933_MARKER: DB = BENCH MARK DISK
 CK1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1933_SP_SET: CONCRETE POST
 CK1933_STAMPING: VERT 7 009 1981
 CK1933_MARK LOGO: SCGS  
 CK1933_PROJECTION: PROJECTING 15 CENTIMETERS
 CK1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1933
 CK1933  HISTORY     - Date     Condition        Report By
 CK1933  HISTORY     - 1981     MONUMENTED       SCGS
 CK1933  HISTORY     - 1990     GOOD             USPSQD
 CK1933  HISTORY     - 19980618 GOOD             USPSQD
 CK1933
 CK1933                          STATION DESCRIPTION
 CK1933
 CK1933'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1933'4.3 KM (2.7 MI) SE FROM BLUFFTON.
 CK1933'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46 WEST, FROM
 CK1933'A POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO A PAVED
 CK1933'ROAD LEFT, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTH SOUTHEAST ON COUNTY
 CK1933'ROAD S-7-35 TO THE PALMETTO BLUFF WILDLIFE REFUGE ENTRANCE GATE,
 CK1933'CONTINUE 4.8 KILOMETERS (3.0 MILES) EAST ON A SAND ROAD (MAIN ROAD)
 CK1933'TO A SAND ROAD FORKING NORTHEAST, SET IN THE V OF A FORK, 13.1
 CK1933'METERS (43.0 FEET) NORTH OF THE CENTER OF THE MAIN SAND ROAD, 7.6
 CK1933'METERS (25.0 FEET) SOUTH SOUTHEAST OF THE CENTER OF THE NORTHEAST
 CK1933'RUNNING SAND ROAD, 4.8 METERS (15.5 FEET) SOUTH SOUTHWEST OF A
 CK1933'48 INCH LIVE OAK TREE, 3.6 METERS (12.0 FEET) NORTHWEST OF A 30
 CK1933'INCH OAK TREE TWIN TRUNKED.
 CK1933'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CK1933'THE MARK IS 0.5 M BELOW ROAD.
 CK1933
 CK1933                          STATION RECOVERY (1990)
 CK1933
 CK1933'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1933'RECOVERED IN GOOD CONDITION.
 CK1933
 CK1933                          STATION RECOVERY (1998)
 CK1933
 CK1933'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1934 ***********************************************************************
 CK1934  DESIGNATION -  7 010
 CK1934  PID         -  CK1934
 CK1934  STATE/COUNTY-  SC/BEAUFORT
 CK1934  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1934
 CK1934                         *CURRENT SURVEY CONTROL
 CK1934  ___________________________________________________________________
 CK1934* NAD 83(1986)-  32 11 47.     (N)    080 53 18.     (W)     SCALED    
 CK1934* NAVD 88     -         6.938  (meters)      22.76   (feet)  ADJUSTED  
 CK1934  ___________________________________________________________________
 CK1934  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 CK1934  DYNAMIC HT  -           6.930 (meters)      22.74  (feet)  COMP
 CK1934  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 CK1934
 CK1934  VERT ORDER  -  FIRST     CLASS II
 CK1934
 CK1934.The horizontal coordinates were scaled from a topographic map and have
 CK1934.an estimated accuracy of +/- 6 seconds.
 CK1934
 CK1934.The orthometric height was determined by differential leveling
 CK1934.and adjusted by the National Geodetic Survey in June 1991..
 CK1934
 CK1934.The geoid height was determined by GEOID03.
 CK1934
 CK1934.The dynamic height is computed by dividing the NAVD 88
 CK1934.geopotential number by the normal gravity value computed on the
 CK1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1934.degrees latitude (g = 980.6199 gals.).
 CK1934
 CK1934.The modeled gravity was interpolated from observed gravity values.
 CK1934
 CK1934;                    North         East    Units  Estimated Accuracy
 CK1934;SPC SC       -    40,270.      620,130.      MT  (+/- 180 meters Scaled)
 CK1934
 CK1934                          SUPERSEDED SURVEY CONTROL
 CK1934
 CK1934  NGVD 29 (03/21/89)    7.218  (m)           23.68   (f) ADJUSTED    1 2
 CK1934
 CK1934.Superseded values are not recommended for survey control.
 CK1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1934.See file dsdata.txt to determine how the superseded data were derived.
 CK1934
 CK1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR105622(NAD 83)
 CK1934_MARKER: DB = BENCH MARK DISK
 CK1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1934_SP_SET: CONCRETE POST
 CK1934_STAMPING: VERT 7 010 1981
 CK1934_MARK LOGO: SCGS  
 CK1934_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1934
 CK1934  HISTORY     - Date     Condition        Report By
 CK1934  HISTORY     - 1981     MONUMENTED       SCGS
 CK1934  HISTORY     - 1990     GOOD             USPSQD
 CK1934  HISTORY     - 19980618 GOOD             USPSQD
 CK1934
 CK1934                          STATION DESCRIPTION
 CK1934
 CK1934'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1934'4.8 KM (3.0 MI) SSE FROM BLUFFTON.
 CK1934'8.6 KILOMETERS (5.35 MILES) WEST ON STATE HIGHWAY 46 WEST, FROM
 CK1934'A POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO A PAVED
 CK1934'ROAD LEFT, THENCE 1.3 KILOMETER (0.8 MILE) SOUTH SOUTHEAST ON
 CK1934'COUNTY ROAD S-7-35 TO THE PALMETTO BLUFF WILDLIFE REFUGE ENTRANCE
 CK1934'GATE, CONTINUE 6.4 KILOMETERS (4.0 MILES) SOUTH AND SOUTHEAST
 CK1934'ON A SAND ROAD (MAIN ROAD) TO A SAND ROAD RIGHT (BIG HOUSE ROAD)
 CK1934'TO A SAND ROAD LEFT (RIVER ROAD), SET ACROSS BIG HOUSE ROAD FROM
 CK1934'THE ENTRANCE OF RIVER ROAD, 8.5 METERS (28.0 FEET) NORTHWEST OF
 CK1934'THE CENTER OF BIG HOUSE ROAD, 8.9 METERS (29.6 FEET) SOUTH OF A
 CK1934'20 INCH PINE TREE, 1.3 METERS (4.5 FEET) WEST OF A WOODEN POST
 CK1934'ROAD SIGN.
 CK1934'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CK1934'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1934
 CK1934                          STATION RECOVERY (1990)
 CK1934
 CK1934'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1934'RECOVERED IN GOOD CONDITION.
 CK1934
 CK1934                          STATION RECOVERY (1998)
 CK1934
 CK1934'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1935 ***********************************************************************
 CK1935  DESIGNATION -  7 011
 CK1935  PID         -  CK1935
 CK1935  STATE/COUNTY-  SC/BEAUFORT
 CK1935  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1935
 CK1935                         *CURRENT SURVEY CONTROL
 CK1935  ___________________________________________________________________
 CK1935* NAD 83(1986)-  32 10 51.     (N)    080 53 58.     (W)     SCALED    
 CK1935* NAVD 88     -         6.067  (meters)      19.90   (feet)  ADJUSTED  
 CK1935  ___________________________________________________________________
 CK1935  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 CK1935  DYNAMIC HT  -           6.060 (meters)      19.88  (feet)  COMP
 CK1935  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 CK1935
 CK1935  VERT ORDER  -  FIRST     CLASS II
 CK1935
 CK1935.The horizontal coordinates were scaled from a topographic map and have
 CK1935.an estimated accuracy of +/- 6 seconds.
 CK1935
 CK1935.The orthometric height was determined by differential leveling
 CK1935.and adjusted by the National Geodetic Survey in June 1991..
 CK1935
 CK1935.The geoid height was determined by GEOID03.
 CK1935
 CK1935.The dynamic height is computed by dividing the NAVD 88
 CK1935.geopotential number by the normal gravity value computed on the
 CK1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1935.degrees latitude (g = 980.6199 gals.).
 CK1935
 CK1935.The modeled gravity was interpolated from observed gravity values.
 CK1935
 CK1935;                    North         East    Units  Estimated Accuracy
 CK1935;SPC SC       -    38,550.      619,080.      MT  (+/- 180 meters Scaled)
 CK1935
 CK1935                          SUPERSEDED SURVEY CONTROL
 CK1935
 CK1935  NGVD 29 (03/21/89)    6.347  (m)           20.82   (f) ADJUSTED    1 2
 CK1935
 CK1935.Superseded values are not recommended for survey control.
 CK1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1935.See file dsdata.txt to determine how the superseded data were derived.
 CK1935
 CK1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR094604(NAD 83)
 CK1935_MARKER: DB = BENCH MARK DISK
 CK1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1935_SP_SET: CONCRETE POST
 CK1935_STAMPING: VERT 7 011 1981
 CK1935_MARK LOGO: SCGS  
 CK1935_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1935
 CK1935  HISTORY     - Date     Condition        Report By
 CK1935  HISTORY     - 1981     MONUMENTED       SCGS
 CK1935  HISTORY     - 1990     GOOD             USPSQD
 CK1935  HISTORY     - 19980618 GOOD             USPSQD
 CK1935
 CK1935                          STATION DESCRIPTION
 CK1935
 CK1935'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1935'6.9 KM (4.3 MI) SE FROM BLUFFTON.
 CK1935'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46 WEST, FROM
 CK1935'A POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO A PAVED
 CK1935'ROAD LEFT, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTH SOUTHEAST ALONG
 CK1935'COUNTY ROAD S-7-35 TO THE PALMETTO BLUFF WILDLIFE REFUGE ENTRANCE
 CK1935'GATE, CONTINUE 6.4 KILOMETERS (4.0 MILES) SOUTH AND SOUTHEAST ON
 CK1935'A SAND ROAD (MAIN ROAD) TO A SAND ROAD RIGHT (BIG HOUSE ROAD) JUST
 CK1935'AFTER A SHARP LEFT CURVE IN THE ROAD, THENCE 2.5 KILOMETERS (1.55
 CK1935'MILES) SOUTHEAST AND SOUTHWEST ON A SAND ROAD (BIG HOUSE ROAD)
 CK1935'TO A SAND CROSSROAD (MORELAND ROAD), SET IN THE SOUTH ANGLE OF THE
 CK1935'INTERSECTION OF BIG HOUSE AND MORELAND ROAD, 11.3 METERS (37.0 FEET)
 CK1935'SOUTHEAST OF THE CENTER OF BIG HOUSE ROAD, 11.6 METERS (38.0 FEET)
 CK1935'SOUTHWEST OF THE CENTER OF MORELAND ROAD, 3.0 METERS (10.0 FEET)
 CK1935'WEST OF A 20 INCH LIVE OAK TREE.
 CK1935'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CK1935'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1935
 CK1935                          STATION RECOVERY (1990)
 CK1935
 CK1935'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1935'RECOVERED IN GOOD CONDITION.
 CK1935
 CK1935                          STATION RECOVERY (1998)
 CK1935
 CK1935'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1941 ***********************************************************************
 CK1941  DESIGNATION -  7 012
 CK1941  PID         -  CK1941
 CK1941  STATE/COUNTY-  SC/BEAUFORT
 CK1941  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1941
 CK1941                         *CURRENT SURVEY CONTROL
 CK1941  ___________________________________________________________________
 CK1941* NAD 83(1986)-  32 10 08.     (N)    080 55 01.     (W)     SCALED    
 CK1941* NAVD 88     -         7.163  (meters)      23.50   (feet)  ADJUSTED  
 CK1941  ___________________________________________________________________
 CK1941  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 CK1941  DYNAMIC HT  -           7.155 (meters)      23.47  (feet)  COMP
 CK1941  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 CK1941
 CK1941  VERT ORDER  -  FIRST     CLASS II
 CK1941
 CK1941.The horizontal coordinates were scaled from a topographic map and have
 CK1941.an estimated accuracy of +/- 6 seconds.
 CK1941
 CK1941.The orthometric height was determined by differential leveling
 CK1941.and adjusted by the National Geodetic Survey in June 1991..
 CK1941
 CK1941.The geoid height was determined by GEOID03.
 CK1941
 CK1941.The dynamic height is computed by dividing the NAVD 88
 CK1941.geopotential number by the normal gravity value computed on the
 CK1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1941.degrees latitude (g = 980.6199 gals.).
 CK1941
 CK1941.The modeled gravity was interpolated from observed gravity values.
 CK1941
 CK1941;                    North         East    Units  Estimated Accuracy
 CK1941;SPC SC       -    37,220.      617,440.      MT  (+/- 180 meters Scaled)
 CK1941
 CK1941                          SUPERSEDED SURVEY CONTROL
 CK1941
 CK1941  NGVD 29 (03/21/89)    7.443  (m)           24.42   (f) ADJUSTED    1 2
 CK1941
 CK1941.Superseded values are not recommended for survey control.
 CK1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1941.See file dsdata.txt to determine how the superseded data were derived.
 CK1941
 CK1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR078591(NAD 83)
 CK1941_MARKER: DB = BENCH MARK DISK
 CK1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1941_SP_SET: CONCRETE POST
 CK1941_STAMPING: VERT 7 012 1981
 CK1941_MARK LOGO: SCGS  
 CK1941_PROJECTION: PROJECTING 8 CENTIMETERS
 CK1941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1941
 CK1941  HISTORY     - Date     Condition        Report By
 CK1941  HISTORY     - 1981     MONUMENTED       SCGS
 CK1941  HISTORY     - 1990     GOOD             USPSQD
 CK1941  HISTORY     - 19980618 GOOD             USPSQD
 CK1941
 CK1941                          STATION DESCRIPTION
 CK1941
 CK1941'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1941'8.8 KM (5.5 MI) SE FROM BLUFFTON.
 CK1941'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46 WEST, FROM
 CK1941'A POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO A PAVED
 CK1941'ROAD LEFT, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTH SOUTHEAST ALONG
 CK1941'COUNTY ROAD S-7-35 TO THE PALMETTO BLUFF WILDLIFE REFUGE ENTRANCE
 CK1941'GATE, CONTINUE 6.4 KILOMETERS (4.0 MILES) SOUTH AND SOUTHEAST ON
 CK1941'A SAND ROAD (MAIN ROAD) TO A SAND ROAD RIGHT (BIG HOUSE ROAD), JUST
 CK1941'AFTER A SHARP LEFT CURVE IN THE ROAD, THENCE 4.8 KILOMETERS (3.0
 CK1941'MILES) SOUTHEAST AND SOUTHWEST ON A SAND ROAD (BIG HOUSE ROAD) TO
 CK1941'A SAND CROSSROAD (THEUS ROAD), SET IN THE SOUTH ANGLE OF THE
 CK1941'INTERSECTION OF BIG HOUSE AND THEUS ROADS, 11.3 METERS (37.0 FEET)
 CK1941'SOUTHEAST OF THE CENTER OF BIG HOUSE ROAD, 15.3 METERS (50.4 FEET)
 CK1941'SOUTHWEST OF THE CENTER OF THEUS ROAD, 2.2 METERS (7.5 FEET) SOUTHEAST
 CK1941'OF A 16 INCH PINE TREE.
 CK1941'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CK1941'THE MARK IS ABOVE LEVEL WITH BIG HOUSE ROAD.
 CK1941
 CK1941                          STATION RECOVERY (1990)
 CK1941
 CK1941'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1941'RECOVERED IN GOOD CONDITION.
 CK1941
 CK1941                          STATION RECOVERY (1998)
 CK1941
 CK1941'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1942 ***********************************************************************
 CK1942  DESIGNATION -  7 013
 CK1942  PID         -  CK1942
 CK1942  STATE/COUNTY-  SC/BEAUFORT
 CK1942  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1942
 CK1942                         *CURRENT SURVEY CONTROL
 CK1942  ___________________________________________________________________
 CK1942* NAD 83(1986)-  32 09 26.     (N)    080 55 58.     (W)     SCALED    
 CK1942* NAVD 88     -         7.780  (meters)      25.52   (feet)  ADJUSTED  
 CK1942  ___________________________________________________________________
 CK1942  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 CK1942  DYNAMIC HT  -           7.771 (meters)      25.50  (feet)  COMP
 CK1942  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 CK1942
 CK1942  VERT ORDER  -  FIRST     CLASS II
 CK1942
 CK1942.The horizontal coordinates were scaled from a topographic map and have
 CK1942.an estimated accuracy of +/- 6 seconds.
 CK1942
 CK1942.The orthometric height was determined by differential leveling
 CK1942.and adjusted by the National Geodetic Survey in June 1991..
 CK1942
 CK1942.The geoid height was determined by GEOID03.
 CK1942
 CK1942.The dynamic height is computed by dividing the NAVD 88
 CK1942.geopotential number by the normal gravity value computed on the
 CK1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1942.degrees latitude (g = 980.6199 gals.).
 CK1942
 CK1942.The modeled gravity was interpolated from observed gravity values.
 CK1942
 CK1942;                    North         East    Units  Estimated Accuracy
 CK1942;SPC SC       -    35,930.      615,940.      MT  (+/- 180 meters Scaled)
 CK1942
 CK1942                          SUPERSEDED SURVEY CONTROL
 CK1942
 CK1942  NGVD 29 (03/21/89)    8.060  (m)           26.44   (f) ADJUSTED    1 2
 CK1942
 CK1942.Superseded values are not recommended for survey control.
 CK1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1942.See file dsdata.txt to determine how the superseded data were derived.
 CK1942
 CK1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR063578(NAD 83)
 CK1942_MARKER: DB = BENCH MARK DISK
 CK1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1942_SP_SET: CONCRETE POST
 CK1942_STAMPING: VERT 7 013 1981
 CK1942_MARK LOGO: SCGS  
 CK1942_PROJECTION: PROJECTING 8 CENTIMETERS
 CK1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1942
 CK1942  HISTORY     - Date     Condition        Report By
 CK1942  HISTORY     - 1981     MONUMENTED       SCGS
 CK1942  HISTORY     - 1990     GOOD             USPSQD
 CK1942  HISTORY     - 19980618 GOOD             USPSQD
 CK1942
 CK1942                          STATION DESCRIPTION
 CK1942
 CK1942'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1942'10.8 KM (6.7 MI) WEST FROM BLUFFTON.
 CK1942'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46 WEST, FROM
 CK1942'A POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO A PAVED
 CK1942'ROAD LEFT, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTH SOUTHEAST ALONG
 CK1942'COUNTY ROAD S-7-35, TO THE PALMETTO BLUFF WILDLIFE REFUGE ENTRANCE
 CK1942'GATE, CONTINUE 6.4 KILOMETERS (4.0 MILES) SOUTH AND SOUTHEAST ON
 CK1942'A SAND ROAD (MAIN ROAD), TO A SAND ROAD RIGHT (BIG HOUSE ROAD),
 CK1942'JUST AFTER A SHARP LEFT CURVE IN THE ROAD, THENCE 4.8 KILOMETER
 CK1942'(3.0 MILES) SOUTHEAST AND SOUTHWEST ON A SAND ROAD (BIG HOUSE ROAD)
 CK1942'TO A REVERSE RIGHT (CEMETARY ROAD), SET SOUTHEAST OF BIG HOUSE
 CK1942'ROAD, AT THE INTERSECTION OF A REVERSE FORK RIGHT (CEMETARY ROAD),
 CK1942'25.6 METERS (84.0 FEET) SOUTH OF THE LAST PINE TREE ON THE V OF
 CK1942'THE GROUND, FORMED BY THE TWO ROADS, 10.5 METERS (34.5 FEET) SOUTHEAST
 CK1942'OF BIG HOUSE ROAD.
 CK1942'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CK1942'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1942
 CK1942                          STATION RECOVERY (1990)
 CK1942
 CK1942'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1942'RECOVERED IN GOOD CONDITION.
 CK1942
 CK1942                          STATION RECOVERY (1998)
 CK1942
 CK1942'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1948 ***********************************************************************
 CK1948  DESIGNATION -  7 014
 CK1948  PID         -  CK1948
 CK1948  STATE/COUNTY-  SC/BEAUFORT
 CK1948  USGS QUAD   -  LIMEHOUSE (1980)
 CK1948
 CK1948                         *CURRENT SURVEY CONTROL
 CK1948  ___________________________________________________________________
 CK1948* NAD 83(1986)-  32 14 39.     (N)    080 59 59.     (W)     SCALED    
 CK1948* NAVD 88     -        11.742  (meters)      38.52   (feet)  ADJUSTED  
 CK1948  ___________________________________________________________________
 CK1948  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 CK1948  DYNAMIC HT  -          11.729 (meters)      38.48  (feet)  COMP
 CK1948  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 CK1948
 CK1948  VERT ORDER  -  FIRST     CLASS II
 CK1948
 CK1948.The horizontal coordinates were scaled from a topographic map and have
 CK1948.an estimated accuracy of +/- 6 seconds.
 CK1948
 CK1948.The orthometric height was determined by differential leveling
 CK1948.and adjusted by the National Geodetic Survey in June 1991..
 CK1948
 CK1948.The geoid height was determined by GEOID03.
 CK1948
 CK1948.The dynamic height is computed by dividing the NAVD 88
 CK1948.geopotential number by the normal gravity value computed on the
 CK1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1948.degrees latitude (g = 980.6199 gals.).
 CK1948
 CK1948.The modeled gravity was interpolated from observed gravity values.
 CK1948
 CK1948;                    North         East    Units  Estimated Accuracy
 CK1948;SPC SC       -    45,570.      609,630.      MT  (+/- 180 meters Scaled)
 CK1948
 CK1948                          SUPERSEDED SURVEY CONTROL
 CK1948
 CK1948  NGVD 29 (03/21/89)   12.023  (m)           39.45   (f) ADJUSTED    1 2
 CK1948
 CK1948.Superseded values are not recommended for survey control.
 CK1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1948.See file dsdata.txt to determine how the superseded data were derived.
 CK1948
 CK1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR000675(NAD 83)
 CK1948_MARKER: DB = BENCH MARK DISK
 CK1948_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK1948_SP_SET: WINGWALL OF BRIDGE
 CK1948_STAMPING: VERT 7 014 1981
 CK1948_MARK LOGO: SCGS  
 CK1948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1948
 CK1948  HISTORY     - Date     Condition        Report By
 CK1948  HISTORY     - 1981     MONUMENTED       SCGS
 CK1948  HISTORY     - 19940513 GOOD             USPSQD
 CK1948  HISTORY     - 19980618 GOOD             USPSQD
 CK1948
 CK1948                          STATION DESCRIPTION
 CK1948
 CK1948'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1948'16.9 KM (10.5 MI) WEST FROM BLUFFTON.
 CK1948'16.9 KILOMETERS (10.5 MILES) WEST ALONG STATE HIGHWAY 46 WEST, FROM
 CK1948'A POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH TO A BRIDGE
 CK1948'OVER A OLD RAILROAD TRACK, SET IN THE SOUTHEAST WINGWALL OF THE
 CK1948'BRIDGE, 7.3 METERS (24.0 FEET) SOUTH OF THE CENTER OF THE HIGHWAY.
 CK1948'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1948
 CK1948                          STATION RECOVERY (1994)
 CK1948
 CK1948'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK1948'RECOVERED IN GOOD CONDITION.
 CK1948
 CK1948                          STATION RECOVERY (1998)
 CK1948
 CK1948'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1886 ***********************************************************************
 CK1886  DESIGNATION -  7 015
 CK1886  PID         -  CK1886
 CK1886  STATE/COUNTY-  SC/BEAUFORT
 CK1886  USGS QUAD   -  YEMASSEE (1988)
 CK1886
 CK1886                         *CURRENT SURVEY CONTROL
 CK1886  ___________________________________________________________________
 CK1886* NAD 83(1986)-  32 38 26.     (N)    080 51 04.     (W)     SCALED    
 CK1886* NAVD 88     -         1.076  (meters)       3.53   (feet)  ADJUSTED  
 CK1886  ___________________________________________________________________
 CK1886  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK1886  DYNAMIC HT  -           1.074 (meters)       3.52  (feet)  COMP
 CK1886  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 CK1886
 CK1886  VERT ORDER  -  FIRST     CLASS II
 CK1886
 CK1886.The horizontal coordinates were scaled from a topographic map and have
 CK1886.an estimated accuracy of +/- 6 seconds.
 CK1886
 CK1886.The orthometric height was determined by differential leveling
 CK1886.and adjusted by the National Geodetic Survey in June 1991..
 CK1886
 CK1886.The geoid height was determined by GEOID03.
 CK1886
 CK1886.The dynamic height is computed by dividing the NAVD 88
 CK1886.geopotential number by the normal gravity value computed on the
 CK1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1886.degrees latitude (g = 980.6199 gals.).
 CK1886
 CK1886.The modeled gravity was interpolated from observed gravity values.
 CK1886
 CK1886;                    North         East    Units  Estimated Accuracy
 CK1886;SPC SC       -    89,530.      623,570.      MT  (+/- 180 meters Scaled)
 CK1886
 CK1886                          SUPERSEDED SURVEY CONTROL
 CK1886
 CK1886  NGVD 29 (03/21/89)    1.356  (m)            4.45   (f) ADJUSTED    1 2
 CK1886
 CK1886.Superseded values are not recommended for survey control.
 CK1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1886.See file dsdata.txt to determine how the superseded data were derived.
 CK1886
 CK1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS139114(NAD 83)
 CK1886_MARKER: DB = BENCH MARK DISK
 CK1886_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1886_SP_SET: STAINLESS STEEL ROD
 CK1886_STAMPING: VERT 7 015 1981
 CK1886_MARK LOGO: SCGS  
 CK1886_PROJECTION: FLUSH
 CK1886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1886+STABILITY: POSITION/ELEVATION WELL
 CK1886_ROD/PIPE-DEPTH: 12.1 meters
 CK1886
 CK1886  HISTORY     - Date     Condition        Report By
 CK1886  HISTORY     - 1981     MONUMENTED       SCGS
 CK1886  HISTORY     - 1982     GOOD             SCGS
 CK1886  HISTORY     - 19980616 MARK NOT FOUND   USPSQD
 CK1886
 CK1886                          STATION DESCRIPTION
 CK1886
 CK1886'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1886'5.3 KM (3.3 MI) SOUTH FROM YEMASSEE.
 CK1886'3.4 KILOMETER (2.1 MILES) SOUTH SOUTHEAST ALONG COUNTY HIGHWAY
 CK1886'S-7-3, FROM THE SEABOARD COAST RAILROAD CROSSING IN YEMASSEE,THENCE
 CK1886'1.9 KILOMETER (1.2 MILES) SOUTH ALONG U.S. HIGHWAY 21 AND ALTERNATE
 CK1886'17 SOUTH TO THE JUNCTION OF U.S. HIGHWAY 17 SOUTH (LEFT) AND U.S.
 CK1886'HIGHWAY 21 NORTH AND U.S. HIGHWAY 21 SOUTH, SET BY A POWERLINE
 CK1886'POLE IN THE NORTHWEST CORNER OF AN OPEN FIELD ON THE EAST SIDE OF A
 CK1886'TRAFFIC TRIANGLE, 46.7 METERS (153.4 FEET) SOUTHEAST OF THE INSIDE
 CK1886'OF A V FORMED BY TWO ONE WAY ROADS LEADING NORTHEAST TO YEMASSEE,
 CK1886'11.8 METERS (38.9 FEET) EAST OF THE CENTER OF THE MOST EASTERLY OF
 CK1886'THE ONE WAY ROADS TO YEMASSEE, 2.8 METERS (9.2 FEET) NORTH NORTHWEST
 CK1886'OF A POWERLINE POLE.
 CK1886'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CK1886'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 CK1886
 CK1886                          STATION RECOVERY (1982)
 CK1886
 CK1886'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK1886'RECOVERED IN GOOD CONDITION.
 CK1886
 CK1886                          STATION RECOVERY (1998)
 CK1886
 CK1886'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2130 ***********************************************************************
 CK2130  DESIGNATION -  7 016 POST
 CK2130  PID         -  CK2130
 CK2130  STATE/COUNTY-  SC/BEAUFORT
 CK2130  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2130
 CK2130                         *CURRENT SURVEY CONTROL
 CK2130  ___________________________________________________________________
 CK2130* NAD 83(1986)-  32 07 28.     (N)    080 51 46.     (W)     SCALED    
 CK2130* NAVD 88     -         5.817  (meters)      19.08   (feet)  ADJUSTED  
 CK2130  ___________________________________________________________________
 CK2130  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 CK2130  DYNAMIC HT  -           5.811 (meters)      19.06  (feet)  COMP
 CK2130  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CK2130
 CK2130  VERT ORDER  -  FIRST     CLASS II
 CK2130
 CK2130.The horizontal coordinates were scaled from a topographic map and have
 CK2130.an estimated accuracy of +/- 6 seconds.
 CK2130
 CK2130.The orthometric height was determined by differential leveling
 CK2130.and adjusted by the National Geodetic Survey in June 1991..
 CK2130
 CK2130.The geoid height was determined by GEOID03.
 CK2130
 CK2130.The dynamic height is computed by dividing the NAVD 88
 CK2130.geopotential number by the normal gravity value computed on the
 CK2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2130.degrees latitude (g = 980.6199 gals.).
 CK2130
 CK2130.The modeled gravity was interpolated from observed gravity values.
 CK2130
 CK2130;                    North         East    Units  Estimated Accuracy
 CK2130;SPC SC       -    32,300.      622,550.      MT  (+/- 180 meters Scaled)
 CK2130
 CK2130                          SUPERSEDED SURVEY CONTROL
 CK2130
 CK2130  NGVD 29 (03/21/89)    6.098  (m)           20.01   (f) ADJUSTED    1 2
 CK2130
 CK2130.Superseded values are not recommended for survey control.
 CK2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2130.See file dsdata.txt to determine how the superseded data were derived.
 CK2130
 CK2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR129542(NAD 83)
 CK2130_MARKER: DB = BENCH MARK DISK
 CK2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2130_SP_SET: CONCRETE POST
 CK2130_STAMPING: VERT 7 016 1981
 CK2130_MARK LOGO: SCGS  
 CK2130_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2130
 CK2130  HISTORY     - Date     Condition        Report By
 CK2130  HISTORY     - 1981     MONUMENTED       SCGS
 CK2130  HISTORY     - 20030527 MARK NOT FOUND   SCGS
 CK2130
 CK2130                          STATION DESCRIPTION
 CK2130
 CK2130'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2130'IN DAUFUSKIE ISLAND.
 CK2130'3.55 KILOMETERS (2.25 MILES) NORTHEAST ALONG A SAND ROAD FROM THE
 CK2130'BEAUFORT COUNTY LANDING DOCK OR 3.45 KILOMETERS (2.15 MILES) SOUTHWEST
 CK2130'ALONG A SAND ROAD FROM THE OLD LIGHT HOUSE, SET BY A POWERLINE POLE
 CK2130'IN THE EASTERN ANGLE OF A CROSSROADS, 6.70 METERS (22.0 FEET) SOUTH
 CK2130'SOUTHEAST OF THE CENTER OF A NORTHEAST, SOUTHWEST ROAD, 3.04 METERS
 CK2130'(10.0 FEET) NORTH NORTHEAST OF THE CENTER OF A SOUTHEAST, NORTHWEST
 CK2130'ROAD AND 1.21 METERS (4.0 FEET)      OF A POWERLINE POLE NO 57463 AND
 CK2130'A TELEPHONE JUNCTION BOX.
 CK2130'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2130
 CK2130                          STATION RECOVERY (2003)
 CK2130
 CK2130'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2130'NOT RECOVERED, A 10 MINUTES SEARCH WAS CONDUCTED WITH NO RESULTS, AREA
 CK2130'CHANGED DUE TO CONSTRUCTION OF AN EQUESTRIAN CENTER, PRESUMED
 CK2130'DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1928 ***********************************************************************
 CK1928  DESIGNATION -  7 016 ROD
 CK1928  PID         -  CK1928
 CK1928  STATE/COUNTY-  SC/BEAUFORT
 CK1928  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1928
 CK1928                         *CURRENT SURVEY CONTROL
 CK1928  ___________________________________________________________________
 CK1928* NAD 83(1986)-  32 14 03.     (N)    080 56 51.     (W)     SCALED    
 CK1928* NAVD 88     -         4.081  (meters)      13.39   (feet)  ADJUSTED  
 CK1928  ___________________________________________________________________
 CK1928  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 CK1928  DYNAMIC HT  -           4.076 (meters)      13.37  (feet)  COMP
 CK1928  MODELED GRAV-     979,500.4   (mgal)                       NAVD 88
 CK1928
 CK1928  VERT ORDER  -  FIRST     CLASS II
 CK1928
 CK1928.The horizontal coordinates were scaled from a topographic map and have
 CK1928.an estimated accuracy of +/- 6 seconds.
 CK1928
 CK1928.The orthometric height was determined by differential leveling
 CK1928.and adjusted by the National Geodetic Survey in June 1991..
 CK1928
 CK1928.The geoid height was determined by GEOID03.
 CK1928
 CK1928.The dynamic height is computed by dividing the NAVD 88
 CK1928.geopotential number by the normal gravity value computed on the
 CK1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1928.degrees latitude (g = 980.6199 gals.).
 CK1928
 CK1928.The modeled gravity was interpolated from observed gravity values.
 CK1928
 CK1928;                    North         East    Units  Estimated Accuracy
 CK1928;SPC SC       -    44,460.      614,550.      MT  (+/- 180 meters Scaled)
 CK1928
 CK1928                          SUPERSEDED SURVEY CONTROL
 CK1928
 CK1928  NGVD 29 (03/21/89)    4.361  (m)           14.31   (f) ADJUSTED    1 2
 CK1928
 CK1928.Superseded values are not recommended for survey control.
 CK1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1928.See file dsdata.txt to determine how the superseded data were derived.
 CK1928
 CK1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR049663(NAD 83)
 CK1928_MARKER: DD = SURVEY DISK
 CK1928_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1928_SP_SET: STAINLESS STEEL ROD
 CK1928_STAMPING: VERT 7 016 1981
 CK1928_MARK LOGO: SCGS  
 CK1928_PROJECTION: FLUSH
 CK1928_MAGNETIC: I = MARKER IS A STEEL ROD
 CK1928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1928+STABILITY: POSITION/ELEVATION WELL
 CK1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1928+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1998
 CK1928_ROD/PIPE-DEPTH: 14.3 meters
 CK1928
 CK1928  HISTORY     - Date     Condition        Report By
 CK1928  HISTORY     - 1981     MONUMENTED       SCGS
 CK1928  HISTORY     - 1990     GOOD             USPSQD
 CK1928  HISTORY     - 19980309 GOOD             SCGS
 CK1928  HISTORY     - 19980618 GOOD             USPSQD
 CK1928
 CK1928                          STATION DESCRIPTION
 CK1928
 CK1928'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1928'8.6 KM (5.35 MI) EAST FROM BLUFFTON.
 CK1928'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46, FROM A
 CK1928'POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO THE
 CK1928'JUNCTION OF COUNTY ROAD S-7-35, SET ALONG A WIRE FENCE LINE AND
 CK1928'A HEDGE ROW IN THE SOUTHWEST ANGLE OF THE INTERSECTION, 21.3 METERS
 CK1928'(69.8 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS
 CK1928'(37.0 FEET) SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY S-27-35,
 CK1928'1.4 METERS (4.6 FEET) NORTHEAST OF A WIRE FENCE, 2.1 METERS
 CK1928'(6.9 FEET) NORTH OF A 8 INCH CEDAR TREE.
 CK1928'THE MARK IS 0.3 M BELOW ROAD.
 CK1928
 CK1928                          STATION RECOVERY (1990)
 CK1928
 CK1928'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1928'RECOVERED IN GOOD CONDITION.
 CK1928
 CK1928                          STATION RECOVERY (1998)
 CK1928
 CK1928'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK1928'STATION IS LOCATED 1.05 MILES (1.69 KM) WEST OF PRITCHARDVILLE, 21.2
 CK1928'MILES (34.1 KM) SOUTHWEST OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK1928'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK1928'803-737-1350.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE
 CK1928'HIGHWAYS 170 (OKATIE HIGHWAY) AND 46 (MAY RIVER ROAD) , 1.1 MILES (1.8
 CK1928'KM) WEST NORTHWEST OF PRITCHARDVILLE, GO EAST SOUTHEAST ON HIGHWAY 46
 CK1928'FOR 2,15 MILES TO THE STATION NEAR A TELEPHONE JUNCTION BOX IN THE
 CK1928'SOUTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 35 (PALMETTO BLUFF ROAD)
 CK1928'RIGHT.  STATION IS A CONCRETE POST RECESSED 0.4 FOOT (12.2 CM) AND 1.5
 CK1928'FEET (0.5 M) BELOW THE ROAD, 34.0 FEET (10.4 M) WEST SOUTHWEST OF THE
 CK1928'CENTER OF ROAD 35, 63.4 FEET (19.3 M) SOUTH SOUTHWEST OF THE CENTER OF
 CK1928'THE HIGHWAY, 4.3 FEET (1.3 M) NORTH NORTHWEST OF A 0.9-FOOT OAK TREE
 CK1928'WITH A SCGS REFERENCE WASHER ATTACHED, 13.1 FEET (4.0 M) NORTH
 CK1928'NORTHWEST OF THE TELEPHONE JUNCTION BOX 6161/2/5, 17.8 FEET (5.4 M)
 CK1928'EAST SOUTHEAST OF THE SOUTHEAST WOODEN GATE POST FOR AN IRON FENCE,
 CK1928'2.1 FEET (0.6 M) NORTHEAST OF A WITNESS POST.  RECOVERED BY C.J.
 CK1928'STONE.
 CK1928
 CK1928                          STATION RECOVERY (1998)
 CK1928
 CK1928'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2114 ***********************************************************************
 CK2114  DESIGNATION -  7 017
 CK2114  PID         -  CK2114
 CK2114  STATE/COUNTY-  SC/BEAUFORT
 CK2114  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2114
 CK2114                         *CURRENT SURVEY CONTROL
 CK2114  ___________________________________________________________________
 CK2114* NAD 83(1986)-  32 05 31.     (N)    080 52 05.     (W)     SCALED    
 CK2114* NAVD 88     -         2.469  (meters)       8.10   (feet)  ADJUSTED  
 CK2114  ___________________________________________________________________
 CK2114  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 CK2114  DYNAMIC HT  -           2.467 (meters)       8.09  (feet)  COMP
 CK2114  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CK2114
 CK2114  VERT ORDER  -  FIRST     CLASS II
 CK2114
 CK2114.The horizontal coordinates were scaled from a topographic map and have
 CK2114.an estimated accuracy of +/- 6 seconds.
 CK2114
 CK2114.The orthometric height was determined by differential leveling
 CK2114.and adjusted by the National Geodetic Survey in June 1991..
 CK2114
 CK2114.The geoid height was determined by GEOID03.
 CK2114
 CK2114.The dynamic height is computed by dividing the NAVD 88
 CK2114.geopotential number by the normal gravity value computed on the
 CK2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2114.degrees latitude (g = 980.6199 gals.).
 CK2114
 CK2114.The modeled gravity was interpolated from observed gravity values.
 CK2114
 CK2114;                    North         East    Units  Estimated Accuracy
 CK2114;SPC SC       -    28,690.      622,060.      MT  (+/- 180 meters Scaled)
 CK2114
 CK2114                          SUPERSEDED SURVEY CONTROL
 CK2114
 CK2114  NGVD 29 (03/21/89)    2.750  (m)            9.02   (f) ADJUSTED    1 2
 CK2114
 CK2114.Superseded values are not recommended for survey control.
 CK2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2114.See file dsdata.txt to determine how the superseded data were derived.
 CK2114
 CK2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR124506(NAD 83)
 CK2114_MARKER: DB = BENCH MARK DISK
 CK2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2114_SP_SET: CONCRETE POST
 CK2114_STAMPING: VERT 7 017 1981
 CK2114_MARK LOGO: SCGS  
 CK2114_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2114
 CK2114  HISTORY     - Date     Condition        Report By
 CK2114  HISTORY     - 1981     MONUMENTED       SCGS
 CK2114  HISTORY     - 20030528 MARK NOT FOUND   SCGS
 CK2114
 CK2114                          STATION DESCRIPTION
 CK2114
 CK2114'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2114'IN DAUFUSKIE ISLAND.
 CK2114'1.28 KILOMETERS (0.8 MILE) NORTHEAST ALONG THE MAIN ROAD FROM THE
 CK2114'BEAUFORT COUNTY LANDING DOCK, ON THE WEST END OF DAUFUSKIE ISLAND,
 CK2114'THENCE 0.96 KILOMETER (0.6 MILE) SOUTHEAST ALONG A SAND ROAD TO THE
 CK2114'UNION BAPTIST CHURCH, THENCE 0.8 KILOMETER (0.5 MILE) SOUTHWEST
 CK2114'ALONG A SAND ROAD, THENCE 1.68 KILOMETERS (1.05 MILES) SOUTHEAST
 CK2114'ALONG A SAND ROAD TO A SAND ROAD RIGHT, 0.3 KILOMETER (0.2 MILE)
 CK2114'BEFORE REACHING THE BEACH, SET ON THE NORTHEAST SIDE OF THE MAIN ROAD,
 CK2114'IN LINE WITH THE APPROXIMATE EXTENDED CENTERLINE OF THE SIDE ROAD
 CK2114'RIGHT, 10.66 METERS (35.0 FEET) NORTHEAST OF THE APPROXIMATE
 CK2114'CENTERLINE OF THE ROAD, 6.33 METERS (20.8 FEET) NORTHWEST OF A
 CK2114'20 INCH PINE TREE, 5.63 METERS (18.5 FEET) SOUTHEAST OF A TRIPLE
 CK2114'TRUNK OAK TREE AND 4.38 METERS (14.4 FEET) SOUTHWEST OF A 24 INCH
 CK2114'PINE TREE.
 CK2114'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2114
 CK2114                          STATION RECOVERY (2003)
 CK2114
 CK2114'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2114'NOT RECOVERED, A 10 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS,  AREA
 CK2114'NOW  BENEATH AN ASPHALT ROAD, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2120 ***********************************************************************
 CK2120  DESIGNATION -  7 018
 CK2120  PID         -  CK2120
 CK2120  STATE/COUNTY-  SC/BEAUFORT
 CK2120  USGS QUAD   -  FORT PULASKI (1978)
 CK2120
 CK2120                         *CURRENT SURVEY CONTROL
 CK2120  ___________________________________________________________________
 CK2120* NAD 83(1986)-  32 06 03.     (N)    080 53 20.     (W)     SCALED    
 CK2120* NAVD 88     -         3.390  (meters)      11.12   (feet)  ADJUSTED  
 CK2120  ___________________________________________________________________
 CK2120  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 CK2120  DYNAMIC HT  -           3.386 (meters)      11.11  (feet)  COMP
 CK2120  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 CK2120
 CK2120  VERT ORDER  -  FIRST     CLASS II
 CK2120
 CK2120.The horizontal coordinates were scaled from a topographic map and have
 CK2120.an estimated accuracy of +/- 6 seconds.
 CK2120
 CK2120.The orthometric height was determined by differential leveling
 CK2120.and adjusted by the National Geodetic Survey in June 1991..
 CK2120
 CK2120.The geoid height was determined by GEOID03.
 CK2120
 CK2120.The dynamic height is computed by dividing the NAVD 88
 CK2120.geopotential number by the normal gravity value computed on the
 CK2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2120.degrees latitude (g = 980.6199 gals.).
 CK2120
 CK2120.The modeled gravity was interpolated from observed gravity values.
 CK2120
 CK2120;                    North         East    Units  Estimated Accuracy
 CK2120;SPC SC       -    29,680.      620,090.      MT  (+/- 180 meters Scaled)
 CK2120
 CK2120                          SUPERSEDED SURVEY CONTROL
 CK2120
 CK2120  NGVD 29 (03/21/89)    3.671  (m)           12.04   (f) ADJUSTED    1 2
 CK2120
 CK2120.Superseded values are not recommended for survey control.
 CK2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2120.See file dsdata.txt to determine how the superseded data were derived.
 CK2120
 CK2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR104516(NAD 83)
 CK2120_MARKER: DD = SURVEY DISK
 CK2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2120_SP_SET: CONCRETE POST
 CK2120_STAMPING: VERT 7 018 1981
 CK2120_MARK LOGO: SCGS  
 CK2120_PROJECTION: FLUSH
 CK2120_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2120+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 CK2120
 CK2120  HISTORY     - Date     Condition        Report By
 CK2120  HISTORY     - 1981     MONUMENTED       SCGS
 CK2120  HISTORY     - 20030603 GOOD             SCGS
 CK2120
 CK2120                          STATION DESCRIPTION
 CK2120
 CK2120'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2120'IN DAUFUSKIE ISLAND.
 CK2120'0.56 KILOMETER (0.35 MILE) NORTHEAST ALONG THE MAIN ROAD FROM THE
 CK2120'BEAUFORT COUNTY LANDING DOCK, ON THE WEST END OF DAUFUSKIE ISLAND,
 CK2120'THENCE 0.48 KILOMETER (0.3 MILE) SOUTHEAST ALONG A SAND ROAD TO A
 CK2120'SAND ROAD THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG A SAND
 CK2120'ROAD TO A SIDE ROAD LEFT LEADING SOUTHEAST, SET ON THE NORTHWEST SIDE
 CK2120'OF THE ROAD BY A POWERPOLE WITH A TRANSFORMER, 11.27 METERS (37.0 FEET
 CK2120'SOUTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE ROAD LEADING
 CK2120'SOUTHEAST, 7.80 METERS (25.6 FEET) NORTHWEST OF THE APPROXIMATE
 CK2120'CENTERLINE OF THE ROAD AND 1.52 METERS (5.0 FEET) NORTHWEST OF
 CK2120'POWERPOLE 49752.
 CK2120
 CK2120                          STATION RECOVERY (2003)
 CK2120
 CK2120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2120'STATION IS LOCATED ON DAUFUSKIE ISLAND, 26.05 MILES SOUTH SOUTHWEST OF
 CK2120'BEAUFORT. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2120'COLUMBIA, SC 29202,  PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK2120'CLOCK TOWER-BAGGAGE PICK-UP AND DROP-OFF  CENTER AT THE DAUFUSKIE
 CK2120'ISLAND HAIG POINT LANDING, GO SOUTHWEST ON THE MAIN  ISLAND ROAD FOR
 CK2120'0.05 MILE TO A SMALL TRAFFIC CIRCLE JUNCTION OF HAIG POINT ROAD  AHEAD
 CK2120'AND LIGHTHOUSE LANE LEFT, CONTINUE AHEAD ON HAIG POINT ROAD FOR 2.2
 CK2120'MILES TO A  GUARD GATE EXIT OF HAIG POINT NEAR THE EQUESTRIAN CENTER,
 CK2120'CONTINUE AHEAD THROUGH THE  GUARD GATE FOR 0.15 MILE TO THE JUNCTION
 CK2120'OF HAIG POINT ROAD LEFT AND OLD HAIG POINT ROAD  RIGHT, TURN LEFT ON
 CK2120'HAIG POINT ROAD FOR 0.8 MILE TO THE JUNCTION OF OAK RIDGE LANE RIGHT
 CK2120'AND BUCKTHORN COURT LEFT, TURN LEFT ON BUCKTHORN COURT FOR 0.75 MILE
 CK2120'TO THE JUNCTION  OF SCHOOL ROAD, TURN RIGHT ON SCHOOL ROAD FOR 1.55
 CK2120'MILES TO THE STATION ON THE LEFT  NEAR A POWER POLE IN THE WEST ANGLE
 CK2120'OF THE JUNCTION OF A SAND ROAD (BENJIS POINT ROAD). STATION IS A
 CK2120'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 3.0 FEET
 CK2120'NORTHWEST OF THE POWER POLE NUMBER 294992 WITH TRANSFORMER AND TWO GUY
 CK2120'WIRES, 5.9  FEET NORTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 11/14,
 CK2120'26.0 FEET NORTHWEST OF THE  CENTER OF BENJIS POINT ROAD, 66.0 FEET
 CK2120'SOUTHWEST OF THE EXTENDED CENTER OF SCHOOL  ROAD, 1.7 FEET EAST
 CK2120'SOUTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2113 ***********************************************************************
 CK2113  DESIGNATION -  7 019
 CK2113  PID         -  CK2113
 CK2113  STATE/COUNTY-  SC/BEAUFORT
 CK2113  USGS QUAD   -  FORT PULASKI (1978)
 CK2113
 CK2113                         *CURRENT SURVEY CONTROL
 CK2113  ___________________________________________________________________
 CK2113* NAD 83(1986)-  32 06 18.     (N)    080 52 39.     (W)     SCALED    
 CK2113* NAVD 88     -         5.672  (meters)      18.61   (feet)  ADJUSTED  
 CK2113  ___________________________________________________________________
 CK2113  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 CK2113  DYNAMIC HT  -           5.665 (meters)      18.59  (feet)  COMP
 CK2113  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CK2113
 CK2113  VERT ORDER  -  FIRST     CLASS II
 CK2113
 CK2113.The horizontal coordinates were scaled from a topographic map and have
 CK2113.an estimated accuracy of +/- 6 seconds.
 CK2113
 CK2113.The orthometric height was determined by differential leveling
 CK2113.and adjusted by the National Geodetic Survey in June 1991..
 CK2113
 CK2113.The geoid height was determined by GEOID03.
 CK2113
 CK2113.The dynamic height is computed by dividing the NAVD 88
 CK2113.geopotential number by the normal gravity value computed on the
 CK2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2113.degrees latitude (g = 980.6199 gals.).
 CK2113
 CK2113.The modeled gravity was interpolated from observed gravity values.
 CK2113
 CK2113;                    North         East    Units  Estimated Accuracy
 CK2113;SPC SC       -    30,140.      621,160.      MT  (+/- 180 meters Scaled)
 CK2113
 CK2113                          SUPERSEDED SURVEY CONTROL
 CK2113
 CK2113  NGVD 29 (03/21/89)    5.953  (m)           19.53   (f) ADJUSTED    1 2
 CK2113
 CK2113.Superseded values are not recommended for survey control.
 CK2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2113.See file dsdata.txt to determine how the superseded data were derived.
 CK2113
 CK2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR115520(NAD 83)
 CK2113_MARKER: DD = SURVEY DISK
 CK2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2113_SP_SET: CONCRETE POST
 CK2113_STAMPING: VERT 7 019 1981
 CK2113_MARK LOGO: SCGS  
 CK2113_PROJECTION: RECESSED 5 CENTIMETERS
 CK2113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2113+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 CK2113
 CK2113  HISTORY     - Date     Condition        Report By
 CK2113  HISTORY     - 1981     MONUMENTED       SCGS
 CK2113  HISTORY     - 20030603 GOOD             SCGS
 CK2113
 CK2113                          STATION DESCRIPTION
 CK2113
 CK2113'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2113'IN DAUFUSKIE ISLAND.
 CK2113'1.28 KILOMETERS (0.8 MILE) NORTHEAST ALONG A SAND ROAD FROM THE
 CK2113'BEAUFORT COUNTY LANDING DOCK ON THE SOUTHWEST END OF DAUFUSKIE
 CK2113'ISLAND, THENCE 0.57 KILOMETER (0.6 MILE) SOUTHEAST ALONG A SAND ROAD,
 CK2113'THENCE 0.32 KILOMETER (0.2 MILE) SOUTHWEST ALONG A SAND ROAD TO THE
 CK2113'DAUFUSKIE ELEMENTARY SCHOOL, SET BY A POWER LINE POLE THAT SERVICES
 CK2113'THE SCHOOL, 29.26 METERS (96.0 FEET) NORTHWEST OF THE CENTER OF
 CK2113'THE ROAD, 2.43 METERS (8.0 FEET) SOUTHEAST OF A 72 INCH TWIN TRUNK
 CK2113'OAK TREE, 17.86 METERS (58.6 FEET) EAST OF THE EAST CORNER OF THE
 CK2113'SCHOOL, 9.75 METERS (32.0 FEET) NORTH NORTHEAST OF A 18 INCH OAK
 CK2113'TREE, 1.67 METERS (5.5 FEET) SOUTHWEST OF THE POWER LINE POLE.
 CK2113'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK2113
 CK2113                          STATION RECOVERY (2003)
 CK2113
 CK2113'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2113'STATION IS LOCATED ON DAUFUSKIE ISLAND, 25.5 MILES SOUTH SOUTHWEST OF
 CK2113'BEAUFORT.  OWNERSHIP--MARY FIELDS SCHOOL, P.O. BOX 54, DAUFUSKIE
 CK2113'ISLAND, SC 29915. TO REACH THE STATION FROM THE CLOCK TOWER-BAGGAGE
 CK2113'PICK-UP AND DROP-OFF  CENTER AT THE DAUFUSKIE ISLAND HAIG POINT
 CK2113'LANDING, GO SOUTHWEST ON THE MAIN  ISLAND ROAD FOR 0.05 MILE TO A
 CK2113'SMALL TRAFFIC CIRCLE JUNCTION OF HAIG POINT ROAD  AHEAD AND LIGHTHOUSE
 CK2113'LANE LEFT, CONTINUE AHEAD ON HAIG POINT ROAD FOR 2.2 MILES TO A  GUARD
 CK2113'GATE EXIT OF HAIG POINT NEAR THE EQUESTRIAN CENTER, CONTINUE AHEAD
 CK2113'THROUGH THE  GUARD GATE FOR 0.15 MILE TO THE JUNCTION OF HAIG POINT
 CK2113'ROAD LEFT AND OLD HAIG POINT ROAD  RIGHT, TURN LEFT ON HAIG POINT ROAD
 CK2113'FOR 0.8 MILE TO THE JUNCTION OF OAK RIDGE LANE RIGHT  AND BUCKTHORN
 CK2113'COURT LEFT, TURN LEFT ON BUCKTHORN COURT FOR 0.75 MILE TO THE JUNCTION
 CK2113'OF SCHOOL ROAD, TURN RIGHT ON SCHOOL ROAD FOR 0.75 MILE TO THE STATION
 CK2113'ON THE RIGHT  NEAR A POWER POLE ON THE EAST SIDE OF THE MARY FIELDS
 CK2113'SCHOOL. STATION IS A CONCRETE POST RECESSED 0.2 FOOT, 2.3 FEET
 CK2113'NORTHWEST OF THE POWER  POLE NUMBER 60527 WITH GUY WIRE AND SECURITY
 CK2113'LIGHT, 32.1 FEET NORTHEAST OF A  1.7-FOOT OAK TREE, 58.2 FEET EAST OF
 CK2113'THE EAST CORNER OF THE OLD SCHOOL BUILDING, 73.5  FEET EAST NORTHEAST
 CK2113'OF A METAL FLAG POLE IN FRONT OF THE SCHOOL, 98.5 FEET  NORTHWEST OF
 CK2113'THE CENTER OF SCHOOL ROAD. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2112 ***********************************************************************
 CK2112  DESIGNATION -  7 020
 CK2112  PID         -  CK2112
 CK2112  STATE/COUNTY-  SC/BEAUFORT
 CK2112  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2112
 CK2112                         *CURRENT SURVEY CONTROL
 CK2112  ___________________________________________________________________
 CK2112* NAD 83(1986)-  32 07 00.     (N)    080 51 39.     (W)     SCALED    
 CK2112* NAVD 88     -         5.657  (meters)      18.56   (feet)  ADJUSTED  
 CK2112  ___________________________________________________________________
 CK2112  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 CK2112  DYNAMIC HT  -           5.651 (meters)      18.54  (feet)  COMP
 CK2112  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 CK2112
 CK2112  VERT ORDER  -  FIRST     CLASS II
 CK2112
 CK2112.The horizontal coordinates were scaled from a topographic map and have
 CK2112.an estimated accuracy of +/- 6 seconds.
 CK2112
 CK2112.The orthometric height was determined by differential leveling
 CK2112.and adjusted by the National Geodetic Survey in June 1991..
 CK2112
 CK2112.The geoid height was determined by GEOID03.
 CK2112
 CK2112.The dynamic height is computed by dividing the NAVD 88
 CK2112.geopotential number by the normal gravity value computed on the
 CK2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2112.degrees latitude (g = 980.6199 gals.).
 CK2112
 CK2112.The modeled gravity was interpolated from observed gravity values.
 CK2112
 CK2112;                    North         East    Units  Estimated Accuracy
 CK2112;SPC SC       -    31,430.      622,740.      MT  (+/- 180 meters Scaled)
 CK2112
 CK2112                          SUPERSEDED SURVEY CONTROL
 CK2112
 CK2112  NGVD 29 (03/21/89)    5.939  (m)           19.48   (f) ADJUSTED    1 2
 CK2112
 CK2112.Superseded values are not recommended for survey control.
 CK2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2112.See file dsdata.txt to determine how the superseded data were derived.
 CK2112
 CK2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR131533(NAD 83)
 CK2112_MARKER: DB = BENCH MARK DISK
 CK2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2112_SP_SET: CONCRETE POST
 CK2112_STAMPING: VERT 7 020 1981
 CK2112_MARK LOGO: SCGS  
 CK2112_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2112
 CK2112  HISTORY     - Date     Condition        Report By
 CK2112  HISTORY     - 1981     MONUMENTED       SCGS
 CK2112  HISTORY     - 20030527 MARK NOT FOUND   SCGS
 CK2112
 CK2112                          STATION DESCRIPTION
 CK2112
 CK2112'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2112'IN DAUFUSKIE ISLAND.
 CK2112'1.28 KILOMETERS (0.8 MILE) NORTHEAST ALONG THE MAIN ROAD FROM THE
 CK2112'BEAUFORT COUNTY LANDING DOCK, ON THE WEST END OF THE ISLAND, THENCE
 CK2112'0.96 KILOMETER (0.6 MILE) SOUTHEAST ALONG A SANDROAD TO THE UNION
 CK2112'BAPTIST CHURCH, THENCE 1.76 KILOMETERS (1.1 MILES) NORTHEAST ALONG
 CK2112'A SAND ROAD TO A SIDE ROAD RIGHT WITH A WOODEN GATE POST, AND TWO
 CK2112'LARGE TREES AT THE ENTRANCE OF THE ROAD, SET IN THE SOUTH ANGLE
 CK2112'OF THE INTERSECTION BEHIND AND BETWEEN THE TWO TREES, 9.94 METERS
 CK2112'(32.6 FEET) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE MAIN
 CK2112'ROAD RUNNING NORTHEAST AND SOUTHWEST, 5.48 METERS (19.0 FEET)
 CK2112'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE SIDE ROAD HEADING
 CK2112'SOUTHEAST, 3.70 METERS (11.2 FEET) SOUTHEAST OF A 30 INCH WALNUT
 CK2112'TREE AND 3.70 METERS (11.2 FEET) SOUTH SOUTHWEST OF A 30 INCH OAK
 CK2112'TREE.
 CK2112'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2112
 CK2112                          STATION RECOVERY (2003)
 CK2112
 CK2112'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2112'NOT RECOVERED, A 10 MINUTES SEARCH WAS CONDUCTED WITH NO RESULTS,
 CK2112'COORDINATES  AND MEASUREMENTS LED TO AN AREA NOW BENEATH A PAVED ROAD,
 CK2112'PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2109 ***********************************************************************
 CK2109  DESIGNATION -  7 021
 CK2109  PID         -  CK2109
 CK2109  STATE/COUNTY-  SC/BEAUFORT
 CK2109  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2109
 CK2109                         *CURRENT SURVEY CONTROL
 CK2109  ___________________________________________________________________
 CK2109* NAD 83(2001)-  32 07 14.83317(N)    080 50 24.96286(W)     ADJUSTED  
 CK2109* NAVD 88     -         1.961  (meters)       6.43   (feet)  ADJUSTED  
 CK2109  ___________________________________________________________________
 CK2109  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CK2109  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK2109  DYNAMIC HT  -           1.959 (meters)       6.43  (feet)  COMP
 CK2109  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CK2109
 CK2109  HORZ ORDER  -  THIRD
 CK2109  VERT ORDER  -  FIRST     CLASS II
 CK2109
 CK2109.The horizontal coordinates were established by classical geodetic methods
 CK2109.and adjusted by the National Geodetic Survey in March 2004..
 CK2109
 CK2109.The orthometric height was determined by differential leveling
 CK2109.and adjusted by the National Geodetic Survey in June 1991..
 CK2109
 CK2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2109
 CK2109.The geoid height was determined by GEOID03.
 CK2109
 CK2109.The dynamic height is computed by dividing the NAVD 88
 CK2109.geopotential number by the normal gravity value computed on the
 CK2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2109.degrees latitude (g = 980.6199 gals.).
 CK2109
 CK2109.The modeled gravity was interpolated from observed gravity values.
 CK2109
 CK2109;                    North         East     Units Scale Factor Converg.
 CK2109;SPC SC       -    31,893.560   624,676.140   MT  1.00015505   +0 05 18.8
 CK2109;SPC SC       -   104,637.66  2,049,462.40   iFT  1.00015505   +0 05 18.8
 CK2109;UTM  17      - 3,553,835.315   515,067.788   MT  0.99960280   +0 05 05.8
 CK2109
 CK2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2109!SPC SC       -   1.00000465  x   1.00015505  =   1.00015970
 CK2109!UTM  17      -   1.00000465  x   0.99960280  =   0.99960745
 CK2109
 CK2109                          SUPERSEDED SURVEY CONTROL
 CK2109
 CK2109  NAD 83(1986)-  32 07 14.84916(N)    080 50 24.98461(W) AD(       ) 3
 CK2109  NGVD 29 (03/21/89)    2.243  (m)            7.36   (f) ADJUSTED    1 2
 CK2109
 CK2109.Superseded values are not recommended for survey control.
 CK2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2109.See file dsdata.txt to determine how the superseded data were derived.
 CK2109
 CK2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1506853835(NAD 83)
 CK2109_MARKER: DB = BENCH MARK DISK
 CK2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2109_SP_SET: CONCRETE POST
 CK2109_STAMPING: VERT 7 021 1981
 CK2109_MARK LOGO: SCGS  
 CK2109_PROJECTION: PROJECTING 15 CENTIMETERS
 CK2109_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2109+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1988
 CK2109
 CK2109  HISTORY     - Date     Condition        Report By
 CK2109  HISTORY     - 1981     MONUMENTED       SCGS
 CK2109  HISTORY     - 19880328 GOOD             SCCC
 CK2109  HISTORY     - 20030527 MARK NOT FOUND   SCGS
 CK2109
 CK2109                          STATION DESCRIPTION
 CK2109
 CK2109'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2109'IN DAUFUSKIE ISLAND.
 CK2109'1.28 KILOMETERS (0.8 MILE) NORTHEAST ALONG A SAND ROAD FROM THE
 CK2109'BEAUFORT COUNTY LANDING DOCK ON THE SOUTHWEST END OF DAUFUSKIE
 CK2109'ISLAND, THENCE 1.0 KILOMETER (0.6 MILE) SOUTHEAST ALONG A SAND
 CK2109'ROAD, THENCE 3.4 KILOMETERS (2.1 MILES) NORTHEAST ALONG A WOODS
 CK2109'ROAD, THENCE 0.8 KILOMETER (0.55 MILE) SOUTHEAST ALONG A WINDING
 CK2109'WOODS ROAD TO THE SHORELINE AND THE END OF TRUCK TRAVEL, FROM THIS
 CK2109'POINT WALK SOUTH ABOUT 300 FEET OF A TIDAL STREAM INLET, CONTINUE
 CK2109'SOUTH CROSSING THE STREAM FOR ABOUT 525 FEET DOWN THE BEACH, SET
 CK2109'IN A GRASSY AREA BETWEEN THE TIDAL STREAM AND THE BEACH, 28.65 METERS
 CK2109'(94.0 FEET) EAST SOUTHEAST OF THE EDGE OF THE TIDAL STREAM, 8.23
 CK2109'METERS (27.0 FEET) WEST NORTHWEST OF THE HIGH WATER LINE, 7.62 METERS
 CK2109'(25.0 FEET) SOUTHEAST OF A 12 INCH PINE TREE.
 CK2109'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 CK2109'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK2109
 CK2109                          STATION RECOVERY (1988)
 CK2109
 CK2109'RECOVERY NOTE BY SOUTH CAROLINA COASTAL COUNCIL 1988
 CK2109'THE STATION IS LOCATED IN THE TOWN OF DAUFUSKIE ISLAND.  FROM THE
 CK2109'BEAUFORT COUNTY LANDING DOCK ON THE SOUTHWEST END OF DAUFUSKIE
 CK2109'ISLAND, GO NORTHEAST FOR 0.8 MILES ALONG A SAND ROAD, GO SOUTHEAST
 CK2109'FOR 0.6 MILES ALONG A SAND ROAD, GO NORTHEAST FOR 2.1 MILES ALONG A
 CK2109'WOODS ROAD, GO SOUTHEAST FOR 0.55 MILES ALONG A WINDING WOODS ROAD TO
 CK2109'THE SHORELINE AND THE END OF TRUCK TRAVEL, FROM THIS POINT WALK SOUTH
 CK2109'FOR 300 FEET OF A TIDAL STREAM INLET, GO SOUTH FOR 525 FEET CROSSING
 CK2109'THE STREAM DOWN TO THE BEACH TO THE STATION LOCATED IN A GRASSY AREA
 CK2109'BETWEEN THE TIDAL STREAM AND THE BEACH.  MARKER IS 94.0 FEET EAST
 CK2109'SOUTHEAST OF THE EDGE OF THE TIDAL STREAM, 27.0 FEET WEST NORTHWEST
 CK2109'OF THE HIGH WATER LINE, 25.0 FEET SOUTHEAST OF A 12-INCH PINE TREE
 CK2109'AND 0.30 METERS NORTHEAST FROM A WITNESS POST.  MARK IS PROJECTING 15
 CK2109'CENTIMETER.  MARK IS A DISK SET INTO THE TOP OF A CONCRETE POST ABOUT
 CK2109'LEVEL WITH THE GROUND.
 CK2109
 CK2109                          STATION RECOVERY (2003)
 CK2109
 CK2109'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2109'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK2109'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK2109'LOCATED THIS STATION WITH NO  RESULTS, AREA NOW CHANGED DUE TO BEACH
 CK2109'EROSION,  PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2129 ***********************************************************************
 CK2129  DESIGNATION -  7 022
 CK2129  PID         -  CK2129
 CK2129  STATE/COUNTY-  SC/BEAUFORT
 CK2129  USGS QUAD   -  FORT PULASKI (1978)
 CK2129
 CK2129                         *CURRENT SURVEY CONTROL
 CK2129  ___________________________________________________________________
 CK2129* NAD 83(1986)-  32 06 45.     (N)    080 53 00.     (W)     SCALED    
 CK2129* NAVD 88     -         5.363  (meters)      17.60   (feet)  ADJUSTED  
 CK2129  ___________________________________________________________________
 CK2129  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 CK2129  DYNAMIC HT  -           5.357 (meters)      17.58  (feet)  COMP
 CK2129  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CK2129
 CK2129  VERT ORDER  -  FIRST     CLASS II
 CK2129
 CK2129.The horizontal coordinates were scaled from a topographic map and have
 CK2129.an estimated accuracy of +/- 6 seconds.
 CK2129
 CK2129.The orthometric height was determined by differential leveling
 CK2129.and adjusted by the National Geodetic Survey in June 1991..
 CK2129
 CK2129.The geoid height was determined by GEOID03.
 CK2129
 CK2129.The dynamic height is computed by dividing the NAVD 88
 CK2129.geopotential number by the normal gravity value computed on the
 CK2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2129.degrees latitude (g = 980.6199 gals.).
 CK2129
 CK2129.The modeled gravity was interpolated from observed gravity values.
 CK2129
 CK2129;                    North         East    Units  Estimated Accuracy
 CK2129;SPC SC       -    30,970.      620,610.      MT  (+/- 180 meters Scaled)
 CK2129
 CK2129                          SUPERSEDED SURVEY CONTROL
 CK2129
 CK2129  NGVD 29 (03/21/89)    5.644  (m)           18.52   (f) ADJUSTED    1 2
 CK2129
 CK2129.Superseded values are not recommended for survey control.
 CK2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2129.See file dsdata.txt to determine how the superseded data were derived.
 CK2129
 CK2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR110529(NAD 83)
 CK2129_MARKER: DB = BENCH MARK DISK
 CK2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2129_SP_SET: CONCRETE POST
 CK2129_STAMPING: VERT 7 022 1981
 CK2129_MARK LOGO: SCGS  
 CK2129_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2129
 CK2129  HISTORY     - Date     Condition        Report By
 CK2129  HISTORY     - 1981     MONUMENTED       SCGS
 CK2129  HISTORY     - 20030529 MARK NOT FOUND   SCGS
 CK2129
 CK2129                          STATION DESCRIPTION
 CK2129
 CK2129'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2129'IN DAUFUSKIE ISLAND.
 CK2129'LOCATED 1.28 KILOMETERS (0.8 MILE) NORTHEAST ALONG THE MAIN ROAD
 CK2129'FROM THE BEAUFORT COUNTY LANDING DOCK ON THE WEST END OF
 CK2129'DAUFUSKIE ISLAND TO A ROAD RIGHT, SET ON THE NORTH NORTHWEST SIDE
 CK2129'OF THE MAIN ROAD, IN LINE WITH THE APPROXIMATE EXTENDED CENTERLINE
 CK2129'OF THE SIDE ROAD, 17.58 METERS (57.7 FEET) WEST OF A TELEPHONE
 CK2129'JUNCTION BOX, 13.70 METERS (45.6 FEET) EAST OF A 45 INCH OAK TREE,
 CK2129'9.11 METERS (29.9 FEET) WEST SOUTHWEST OF A 25 INCH OAK TREE AND
 CK2129'8.83 METERS (29.0 FEET) NORTH NORTHWEST OF THE APPROXIMATE
 CK2129'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2129
 CK2129                          STATION RECOVERY (2003)
 CK2129
 CK2129'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2129'NOT RECOVERED, A 10 MINUTES SEARCH WAS CONDUCTED WITH NO RESULTS, AREA
 CK2129'CHANGED DUE TO RIGHT OF WAY MAINTENANCE, PRESUMED DESTROYED. RECOVERY
 CK2129'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2003 ***********************************************************************
 CK2003  DESIGNATION -  7 023
 CK2003  PID         -  CK2003
 CK2003  STATE/COUNTY-  SC/BEAUFORT
 CK2003  USGS QUAD   -  SPRING ISLAND (1958)
 CK2003
 CK2003                         *CURRENT SURVEY CONTROL
 CK2003  ___________________________________________________________________
 CK2003* NAD 83(1986)-  32 16 33.     (N)    080 50 59.     (W)     SCALED    
 CK2003* NAVD 88     -         6.352  (meters)      20.84   (feet)  ADJUSTED  
 CK2003  ___________________________________________________________________
 CK2003  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2003  DYNAMIC HT  -           6.345 (meters)      20.82  (feet)  COMP
 CK2003  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 CK2003
 CK2003  VERT ORDER  -  FIRST     CLASS II
 CK2003
 CK2003.The horizontal coordinates were scaled from a topographic map and have
 CK2003.an estimated accuracy of +/- 6 seconds.
 CK2003
 CK2003.The orthometric height was determined by differential leveling
 CK2003.and adjusted by the National Geodetic Survey in June 1991..
 CK2003
 CK2003.The geoid height was determined by GEOID03.
 CK2003
 CK2003.The dynamic height is computed by dividing the NAVD 88
 CK2003.geopotential number by the normal gravity value computed on the
 CK2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2003.degrees latitude (g = 980.6199 gals.).
 CK2003
 CK2003.The modeled gravity was interpolated from observed gravity values.
 CK2003
 CK2003;                    North         East    Units  Estimated Accuracy
 CK2003;SPC SC       -    49,090.      623,760.      MT  (+/- 180 meters Scaled)
 CK2003
 CK2003                          SUPERSEDED SURVEY CONTROL
 CK2003
 CK2003  NGVD 29 (03/21/89)    6.633  (m)           21.76   (f) ADJUSTED    1 2
 CK2003
 CK2003.Superseded values are not recommended for survey control.
 CK2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2003.See file dsdata.txt to determine how the superseded data were derived.
 CK2003
 CK2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR141710(NAD 83)
 CK2003_MARKER: DB = BENCH MARK DISK
 CK2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2003_SP_SET: CONCRETE POST
 CK2003_STAMPING: VERT 7 023 1981
 CK2003_MARK LOGO: SCGS  
 CK2003_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2003
 CK2003  HISTORY     - Date     Condition        Report By
 CK2003  HISTORY     - 1981     MONUMENTED       SCGS
 CK2003  HISTORY     - 1990     GOOD             USPSQD
 CK2003
 CK2003                          STATION DESCRIPTION
 CK2003
 CK2003'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2003'4.5 KM (2.8 MI) NORTH FROM BLUFFTON.
 CK2003'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG STATE HIGHWAY 278 FROM THE
 CK2003'JUNCTION OF STATE HIGHWAY 46 NORTH OF BLUFFTON, TO A SIDE ROAD RIGHT
 CK2003'AND A FORK ROAD RIGHT WITH AN IRON GATE, THENCE 1.3 KILOMETER
 CK2003'(0.85 MILE) NORTHEAST ALONG THE SIDE ROAD TO A FORK, SET ON THE EAST
 CK2003'SOUTHEAST SIDE OF THE ROAD JUST BEFORE REACHING THE FORK, 21.7 METERS
 CK2003'(71.3 FEET) SOUTH SOUTHWEST OF THE CENTER OF A GALVANIZED GATE,
 CK2003'7.3 METERS (24.0 FEET) SOUTHEAST OF THE CENTER OF THE ROAD, 8.8
 CK2003'METERS (29.0 FEET) SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER B5,
 CK2003'3.9 METERS (13.0 FEET) SOUTHWEST OF A 15 INCH OAK TREE LEANING WEST.
 CK2003'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CK2003'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2003
 CK2003                          STATION RECOVERY (1990)
 CK2003
 CK2003'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2007 ***********************************************************************
 CK2007  DESIGNATION -  7 024
 CK2007  PID         -  CK2007
 CK2007  STATE/COUNTY-  SC/BEAUFORT
 CK2007  USGS QUAD   -  SPRING ISLAND (1958)
 CK2007
 CK2007                         *CURRENT SURVEY CONTROL
 CK2007  ___________________________________________________________________
 CK2007* NAD 83(1986)-  32 15 39.     (N)    080 51 08.     (W)     SCALED    
 CK2007* NAVD 88     -         6.966  (meters)      22.85   (feet)  ADJUSTED  
 CK2007  ___________________________________________________________________
 CK2007  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 CK2007  DYNAMIC HT  -           6.958 (meters)      22.83  (feet)  COMP
 CK2007  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 CK2007
 CK2007  VERT ORDER  -  FIRST     CLASS II
 CK2007
 CK2007.The horizontal coordinates were scaled from a topographic map and have
 CK2007.an estimated accuracy of +/- 6 seconds.
 CK2007
 CK2007.The orthometric height was determined by differential leveling
 CK2007.and adjusted by the National Geodetic Survey in June 1991..
 CK2007
 CK2007.The geoid height was determined by GEOID03.
 CK2007
 CK2007.The dynamic height is computed by dividing the NAVD 88
 CK2007.geopotential number by the normal gravity value computed on the
 CK2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2007.degrees latitude (g = 980.6199 gals.).
 CK2007
 CK2007.The modeled gravity was interpolated from observed gravity values.
 CK2007
 CK2007;                    North         East    Units  Estimated Accuracy
 CK2007;SPC SC       -    47,420.      623,530.      MT  (+/- 180 meters Scaled)
 CK2007
 CK2007                          SUPERSEDED SURVEY CONTROL
 CK2007
 CK2007  NGVD 29 (03/21/89)    7.247  (m)           23.78   (f) ADJUSTED    1 2
 CK2007
 CK2007.Superseded values are not recommended for survey control.
 CK2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2007.See file dsdata.txt to determine how the superseded data were derived.
 CK2007
 CK2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR139693(NAD 83)
 CK2007_MARKER: DD = SURVEY DISK
 CK2007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2007_SP_SET: STAINLESS STEEL ROD
 CK2007_STAMPING: VERT 7 024 1981
 CK2007_MARK LOGO: SCGS  
 CK2007_PROJECTION: RECESSED 8 CENTIMETERS
 CK2007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2007+STABILITY: POSITION/ELEVATION WELL
 CK2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2007+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 CK2007_ROD/PIPE-DEPTH: 20.7 meters
 CK2007
 CK2007  HISTORY     - Date     Condition        Report By
 CK2007  HISTORY     - 1981     MONUMENTED       SCGS
 CK2007  HISTORY     - 1990     GOOD             USPSQD
 CK2007  HISTORY     - 19960612 GOOD             USPSQD
 CK2007  HISTORY     - 20020617 GOOD             USPSQD
 CK2007  HISTORY     - 20030507 GOOD             SCGS
 CK2007
 CK2007                          STATION DESCRIPTION
 CK2007
 CK2007'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2007'2.4 KM (1.5 MI) NORTH FROM BLUFFTON.
 CK2007'SET AT THE JUNCTION OF STATE HIGHWAY 278 AND 46 NORTH OF BLUFFTON,
 CK2007'BY A POWER POLE NORTH OF THE JUNCTION WITHA SPUR LINE LEADING NORTH
 CK2007'THROUGH A FIELD, 18.0 METERS (59.2 FEET) NORTH NORTHEAST OF THE
 CK2007'CENTER LINE OF THE WEST BOUND LANE OF HIGHWAY 278, 10.5 METERS
 CK2007'(34.5 FEET) SOUTHEAST OF THE CENTER LINE OF A FIELD ROAD LEADING
 CK2007'NORTH, 5.5 METERS (18.2 FEET) NORTH OF THE POWER POLE WITH A SPUR
 CK2007'LINE LEADING NORTH THROUGH A FIELD, 0.8 METER (2.8 FEET) SOUTH
 CK2007'SOUTHWEST OF A WIRE FENCE.
 CK2007'THE MARK IS 4.40 METERS  E FROM A WITNESS POST.
 CK2007'THE MARK IS 0.5 M ABOVE ROAD.
 CK2007
 CK2007                          STATION RECOVERY (1990)
 CK2007
 CK2007'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2007'RECOVERED IN GOOD CONDITION.
 CK2007
 CK2007                          STATION RECOVERY (1996)
 CK2007
 CK2007'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2007'RECOVERED IN GOOD CONDITION.
 CK2007
 CK2007                          STATION RECOVERY (2002)
 CK2007
 CK2007'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2007'WIRE FENCE AND FIELD ROAD ARE GONE. NEW DESCRIPTION- 95 METERS N OF
 CK2007'INTERSECTION OF US 278 AND SC 46, 6 METERS N OF BURIED CABLE BOX, 7.6
 CK2007'FEET NNE OF LONE PALMETTO TREE. MARKER IS 8 INCHES BELOW GROUND, IN A
 CK2007'PIECE OF PVC PIPE, AND HAS AN ORANGE WP.
 CK2007
 CK2007                          STATION RECOVERY (2003)
 CK2007
 CK2007'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2007'STATION IS LOCATED NEAR A OAK TREE IN A LANDSCAPED AREA OVERLOOKING A
 CK2007'POND ON THE  NORTHWEST SIDE OF AN ENTRANCE TO CRESCENT RESIDENTIAL
 CK2007'GOLF COMMUNITY IN THE NORTH  ANGLE OF THE JUNCTION OF U.S. HIGHWAY 278
 CK2007'AND STATE HIGHWAY 46, 1.7 MILES NORTH  NORTHEAST OF BLUFFTON, 15.85
 CK2007'MILES SOUTHWEST OF BEAUFORT. OWNERSHIP--SCDOT, DIRECTOR  OF
 CK2007'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2007'803-737-1350. STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD
 CK2007'RECESSED 0.3 FOOT, 8.1 FEET WEST  NORTHWEST OF A 1.1-FOOT OAK TREE,
 CK2007'18.4 FEET NORTH NORTHEAST OF A TELEPHONE JUNCTION  BOX, 8.4 FEET
 CK2007'NORTHEAST OF A 1.5-FOOT PALMETTO TREE, 0.9 FOOT SOUTHWEST OF A WITNESS
 CK2007'POST. RECOVERED BY T. HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2110 ***********************************************************************
 CK2110  DESIGNATION -  7 024 DAUFUSKIE IS
 CK2110  PID         -  CK2110
 CK2110  STATE/COUNTY-  SC/BEAUFORT
 CK2110  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2110
 CK2110                         *CURRENT SURVEY CONTROL
 CK2110  ___________________________________________________________________
 CK2110* NAD 83(1986)-  32 07 20.     (N)    080 50 26.     (W)     SCALED    
 CK2110* NAVD 88     -         3.402  (meters)      11.16   (feet)  ADJUSTED  
 CK2110  ___________________________________________________________________
 CK2110  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK2110  DYNAMIC HT  -           3.398 (meters)      11.15  (feet)  COMP
 CK2110  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CK2110
 CK2110  VERT ORDER  -  FIRST     CLASS II
 CK2110
 CK2110.The horizontal coordinates were scaled from a topographic map and have
 CK2110.an estimated accuracy of +/- 6 seconds.
 CK2110
 CK2110.The orthometric height was determined by differential leveling
 CK2110.and adjusted by the National Geodetic Survey in June 1991..
 CK2110
 CK2110.The geoid height was determined by GEOID03.
 CK2110
 CK2110.The dynamic height is computed by dividing the NAVD 88
 CK2110.geopotential number by the normal gravity value computed on the
 CK2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2110.degrees latitude (g = 980.6199 gals.).
 CK2110
 CK2110.The modeled gravity was interpolated from observed gravity values.
 CK2110
 CK2110;                    North         East    Units  Estimated Accuracy
 CK2110;SPC SC       -    32,050.      624,650.      MT  (+/- 180 meters Scaled)
 CK2110
 CK2110                          SUPERSEDED SURVEY CONTROL
 CK2110
 CK2110  NGVD 29 (03/21/89)    3.684  (m)           12.09   (f) ADJUSTED    1 2
 CK2110
 CK2110.Superseded values are not recommended for survey control.
 CK2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2110.See file dsdata.txt to determine how the superseded data were derived.
 CK2110
 CK2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR150539(NAD 83)
 CK2110_MARKER: DB = BENCH MARK DISK
 CK2110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2110_SP_SET: STAINLESS STEEL ROD
 CK2110_STAMPING: VERT 7 024 1981
 CK2110_MARK LOGO: SCGS  
 CK2110_PROJECTION: PROJECTING 15 CENTIMETERS
 CK2110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2110+STABILITY: POSITION/ELEVATION WELL
 CK2110_ROD/PIPE-DEPTH: 22.8 meters
 CK2110
 CK2110  HISTORY     - Date     Condition        Report By
 CK2110  HISTORY     - 1981     MONUMENTED       SCGS
 CK2110  HISTORY     - 20030527 MARK NOT FOUND   SCGS
 CK2110
 CK2110                          STATION DESCRIPTION
 CK2110
 CK2110'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2110'IN DAUFUSKIE ISLAND.
 CK2110'1.28 KILOMETERS (0.8 MILE) NORTHEAST ALONG A SAND ROAD FROM THE
 CK2110'BEAUFORT COUNTY LANDING DOCK ON THE SOUTHWEST END OF DAUFUSKIE
 CK2110'ISLAND, THENCE 0.57 KILOMETER (0.6 MILE) SOUTHWEST ALONG A SAND
 CK2110'ROAD, THENCE 3.36 KILOMETERS (2.1 MILES) NORTHEAST ALONG A SAND
 CK2110'ROAD, THENCE 0.8 KILOMETER (0.5 MILE) SOUTHEAST ALONG A WINDING
 CK2110'WOODS ROAD THAT COMES OUT AT THE SHORELINE 0.08 KILOMETER (0.05 MILE)
 CK2110'NORTHEAST OF A INLET OF A SMALL STREAM, SET ON THE SOUTHWEST SIDE
 CK2110'OF THE ROAD, 0.08 KILOMETER (0.05 MILE) BEFORE REACHING THE SHORELINE,
 CK2110'33.52 METERS (110.0 FEET) SOUTHWEST OF A 24 INCH PALMETTO TREE,
 CK2110'17.37 METERS (57.0 FEET) WEST SOUTHWEST OF A 72 INCH OAK TREE,
 CK2110'24.38 METERS (80.0 FEET) EAST NORTHEAST OF A 24 INCH PINE TREE,
 CK2110'4.26 METERS (14.0 FEET) NORTH NORTHWEST OF A TRIPLE TRUNK OAK TREE
 CK2110'72 INCHES IN DIAMETER, 3.44 METERS (11.3 FEET) SOUTHWEST OF THE CENTER
 CK2110'OF THE WOODS ROAD, ADD THIS ROD MARK WAS DRIVEN TO SUBSTANTIAL
 CK2110'RESISTANCE.
 CK2110'THE MARK IS 0.60 METERS  NNW FROM A WITNESS POST.
 CK2110'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK2110
 CK2110                          STATION RECOVERY (2003)
 CK2110
 CK2110'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2110'NOT RECOVERED, A 10 MINUTES SEARCH WAS CONDUCTED WITH NO RESULTS, AREA
 CK2110'CHANGED DUE TO INSTALLATION OF A GOLF COURSE, PRESUMED DESTROYED.
 CK2110'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2008 ***********************************************************************
 CK2008  DESIGNATION -  7 025
 CK2008  PID         -  CK2008
 CK2008  STATE/COUNTY-  SC/BEAUFORT
 CK2008  USGS QUAD   -  BLUFFTON (1972)
 CK2008
 CK2008                         *CURRENT SURVEY CONTROL
 CK2008  ___________________________________________________________________
 CK2008* NAD 83(1986)-  32 14 14.     (N)    080 51 38.     (W)     SCALED    
 CK2008* NAVD 88     -         7.279  (meters)      23.88   (feet)  ADJUSTED  
 CK2008  ___________________________________________________________________
 CK2008  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK2008  DYNAMIC HT  -           7.271 (meters)      23.85  (feet)  COMP
 CK2008  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 CK2008
 CK2008  VERT ORDER  -  FIRST     CLASS II
 CK2008
 CK2008.The horizontal coordinates were scaled from a topographic map and have
 CK2008.an estimated accuracy of +/- 6 seconds.
 CK2008
 CK2008.The orthometric height was determined by differential leveling
 CK2008.and adjusted by the National Geodetic Survey in June 1991..
 CK2008
 CK2008.The geoid height was determined by GEOID03.
 CK2008
 CK2008.The dynamic height is computed by dividing the NAVD 88
 CK2008.geopotential number by the normal gravity value computed on the
 CK2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2008.degrees latitude (g = 980.6199 gals.).
 CK2008
 CK2008.The modeled gravity was interpolated from observed gravity values.
 CK2008
 CK2008;                    North         East    Units  Estimated Accuracy
 CK2008;SPC SC       -    44,800.      622,740.      MT  (+/- 180 meters Scaled)
 CK2008
 CK2008                          SUPERSEDED SURVEY CONTROL
 CK2008
 CK2008  NGVD 29 (03/21/89)    7.560  (m)           24.80   (f) ADJUSTED    1 2
 CK2008
 CK2008.Superseded values are not recommended for survey control.
 CK2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2008.See file dsdata.txt to determine how the superseded data were derived.
 CK2008
 CK2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR131667(NAD 83)
 CK2008_MARKER: DB = BENCH MARK DISK
 CK2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2008_SP_SET: CONCRETE POST
 CK2008_STAMPING: VERT 7 025 1981
 CK2008_MARK LOGO: SCGS  
 CK2008_PROJECTION: FLUSH
 CK2008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2008
 CK2008  HISTORY     - Date     Condition        Report By
 CK2008  HISTORY     - 1981     MONUMENTED       SCGS
 CK2008  HISTORY     - 1990     GOOD             USPSQD
 CK2008  HISTORY     - 19940725 GOOD             USPSQD
 CK2008  HISTORY     - 19960612 GOOD             USPSQD
 CK2008  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 CK2008  HISTORY     - 20040425 MARK NOT FOUND   USPSQD
 CK2008
 CK2008                          STATION DESCRIPTION
 CK2008
 CK2008'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2008'IN BLUFFTON.
 CK2008'SET IN BLUFFTON AT A POINT WHERE STATE HIGHWAY 46 TURNS NORTH
 CK2008'TOWARDS HILTON HEAD AND WEST INTO BLUFFTON, 12.8 METERS (42.0 FEET)
 CK2008'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 46 WEST, 16.7 METERS
 CK2008'(50.5 FEET) WEST OF THE CENTER LINE OF COUNTY HIGHWAY S-7-66,
 CK2008'2.3 METERS (7.5 FEET) SOUTH OF A GUY POLE WITH A WITNESS SIGN.
 CK2008'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2008
 CK2008                          STATION RECOVERY (1990)
 CK2008
 CK2008'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2008'RECOVERED IN GOOD CONDITION.
 CK2008
 CK2008                          STATION RECOVERY (1994)
 CK2008
 CK2008'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK2008'RECOVERED IN GOOD CONDITION.
 CK2008
 CK2008                          STATION RECOVERY (1996)
 CK2008
 CK2008'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2008'RECOVERED IN GOOD CONDITION.
 CK2008
 CK2008                          STATION RECOVERY (1998)
 CK2008
 CK2008'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2008'MARK NOT FOUND.
 CK2008
 CK2008                          STATION RECOVERY (2004)
 CK2008
 CK2008'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2018 ***********************************************************************
 CK2018  DESIGNATION -  7 026
 CK2018  PID         -  CK2018
 CK2018  STATE/COUNTY-  SC/BEAUFORT
 CK2018  USGS QUAD   -  BLUFFTON (1972)
 CK2018
 CK2018                         *CURRENT SURVEY CONTROL
 CK2018  ___________________________________________________________________
 CK2018* NAD 83(1986)-  32 14 17.     (N)    080 48 33.     (W)     SCALED    
 CK2018* NAVD 88     -         4.848  (meters)      15.91   (feet)  ADJUSTED  
 CK2018  ___________________________________________________________________
 CK2018  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK2018  DYNAMIC HT  -           4.842 (meters)      15.89  (feet)  COMP
 CK2018  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 CK2018
 CK2018  VERT ORDER  -  FIRST     CLASS II
 CK2018
 CK2018.The horizontal coordinates were scaled from a topographic map and have
 CK2018.an estimated accuracy of +/- 6 seconds.
 CK2018
 CK2018.The orthometric height was determined by differential leveling
 CK2018.and adjusted by the National Geodetic Survey in June 1991..
 CK2018
 CK2018.The geoid height was determined by GEOID03.
 CK2018
 CK2018.The dynamic height is computed by dividing the NAVD 88
 CK2018.geopotential number by the normal gravity value computed on the
 CK2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2018.degrees latitude (g = 980.6199 gals.).
 CK2018
 CK2018.The modeled gravity was interpolated from observed gravity values.
 CK2018
 CK2018;                    North         East    Units  Estimated Accuracy
 CK2018;SPC SC       -    44,900.      627,590.      MT  (+/- 180 meters Scaled)
 CK2018
 CK2018                          SUPERSEDED SURVEY CONTROL
 CK2018
 CK2018  NGVD 29 (03/21/89)    5.129  (m)           16.83   (f) ADJUSTED    1 2
 CK2018
 CK2018.Superseded values are not recommended for survey control.
 CK2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2018.See file dsdata.txt to determine how the superseded data were derived.
 CK2018
 CK2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR179668(NAD 83)
 CK2018_MARKER: DB = BENCH MARK DISK
 CK2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2018_SP_SET: CONCRETE POST
 CK2018_STAMPING: VERT 7 026 1981
 CK2018_MARK LOGO: SCGS  
 CK2018_PROJECTION: FLUSH
 CK2018_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2018+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998
 CK2018
 CK2018  HISTORY     - Date     Condition        Report By
 CK2018  HISTORY     - 1981     MONUMENTED       SCGS
 CK2018  HISTORY     - 1990     GOOD             USPSQD
 CK2018  HISTORY     - 19980317 GOOD             SCGS
 CK2018  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 CK2018
 CK2018                          STATION DESCRIPTION
 CK2018
 CK2018'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2018'5.0 KM (3.1 MI) EAST FROM BLUFFTON.
 CK2018'5.0 KILOMETERS (3.1 MILES) EAST ALONG STATE HIGHWAY 278 FROM THE
 CK2018'JUNCTION OF STATE HIGHWAY 46 NORTH OF BLUFFTON, TO THE ENTRANCE
 CK2018'OF THE MOSS CREEK PLANTATION, SET ON THE EAST SIDE OF THE ENTRANCE
 CK2018'ROAD LEADING TO THE GUARD HOUSE, 44.2 METERS (145.0 FEET) NORTHEAST
 CK2018'OF THE CENTER LINE OF HIGHWAY 278, 7.8 METERS (26.5 FEET) SOUTHEAST
 CK2018'OF THE CENTER OF ENTRANCE ROAD, 3.6 METERS (12.0 FEET) NORTH OF A
 CK2018'20 INCH WALNUT TREE, 1.3 METERS (14.3 FEET) NORTHWEST OF A SPLIT
 CK2018'RAIL FENCE.
 CK2018'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2018
 CK2018                          STATION RECOVERY (1990)
 CK2018
 CK2018'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2018'RECOVERED IN GOOD CONDITION.
 CK2018
 CK2018                          STATION RECOVERY (1998)
 CK2018
 CK2018'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2018'STATION IS LOCATED 3.6 MILES (5.8 KM) WEST NORTHWEST OF HILTON HEAD,
 CK2018'15.65 MILES (25.19 KM) SOUTHWEST OF BEAUFORT.  OWNERSHIP--UNKNOWN. TO
 CK2018'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 (BLUFFTON
 CK2018'HIGHWAY) AND U.S. HIGHWAY 278, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF
 CK2018'BLUFFTON, GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 1.55 MILES (2.49 KM)
 CK2018'TO THE JUNCTION OF STATE ROAD 744 (SAWMILL CREEK ROAD) LEFT, CONTINUE
 CK2018'ON HIGHWAY 278 FOR 2.5 MILES (4.0 KM) TO THE ENTRANCE TO MOSS CREEK
 CK2018'PLANTATIONS (MOSS CREEK DRIVE), TURN LEFT ON MOSS CREEK DRIVE FOR 0.05
 CK2018'MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A WALNUT TREE. STATION
 CK2018'IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM)
 CK2018'ABOVE THE DRIVE, 24.3 FEET (7.4 M) SOUTHEAST OF THE ENTRANCE ROAD
 CK2018'(MOSS CREEK DRIVE), 145.0 FEET (44.2 M) NORTHEAST OF THE CENTER OF THE
 CK2018'NORTHWEST BOUND LANES OF THE HIGHWAY, 11.8 FEET (3.6 M) NORTH OF A
 CK2018'2.0-FOOT WALNUT TREE WITH A SCGS REFERENCE WASHER ATTACHED, 40.9 FEET
 CK2018'(12.5 M) WEST OF A WOODEN STREET LIGHT POLE, 70.2 FEET (21.4 M) EAST
 CK2018'NORTHEAST OF THE EAST CORNER OF A CONCRETE BASE FOR A SIGN FOR MOSS
 CK2018'CREEK (A PRIVATE RESIDENTIAL COMMUNITY). RECOVERED BY D.A. NOVAK.
 CK2018
 CK2018                          STATION RECOVERY (2002)
 CK2018
 CK2018'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2018'NOT FOUND.  SEARCHED IN DECORATIVE PLANTING AT ENTRANCE TO MOSS CREEK
 CK2018'PLANTATION WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2019 ***********************************************************************
 CK2019  DESIGNATION -  7 027
 CK2019  PID         -  CK2019
 CK2019  STATE/COUNTY-  SC/BEAUFORT
 CK2019  USGS QUAD   -  BLUFFTON (1972)
 CK2019
 CK2019                         *CURRENT SURVEY CONTROL
 CK2019  ___________________________________________________________________
 CK2019* NAD 83(1986)-  32 14 54.     (N)    080 48 51.     (W)     SCALED    
 CK2019* NAVD 88     -         2.999  (meters)       9.84   (feet)  ADJUSTED  
 CK2019  ___________________________________________________________________
 CK2019  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK2019  DYNAMIC HT  -           2.996 (meters)       9.83  (feet)  COMP
 CK2019  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 CK2019
 CK2019  VERT ORDER  -  FIRST     CLASS II
 CK2019
 CK2019.The horizontal coordinates were scaled from a topographic map and have
 CK2019.an estimated accuracy of +/- 6 seconds.
 CK2019
 CK2019.The orthometric height was determined by differential leveling
 CK2019.and adjusted by the National Geodetic Survey in November 2000..
 CK2019
 CK2019.The geoid height was determined by GEOID03.
 CK2019
 CK2019.The dynamic height is computed by dividing the NAVD 88
 CK2019.geopotential number by the normal gravity value computed on the
 CK2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2019.degrees latitude (g = 980.6199 gals.).
 CK2019
 CK2019.The modeled gravity was interpolated from observed gravity values.
 CK2019
 CK2019;                    North         East    Units  Estimated Accuracy
 CK2019;SPC SC       -    46,040.      627,110.      MT  (+/- 180 meters Scaled)
 CK2019
 CK2019                          SUPERSEDED SURVEY CONTROL
 CK2019
 CK2019  NAVD 88 (06/15/91)    2.992  (m)            9.82   (f) UNKNOWN     1 2
 CK2019  NGVD 29 (03/21/89)    3.273  (m)           10.74   (f) ADJUSTED    1 2
 CK2019
 CK2019.Superseded values are not recommended for survey control.
 CK2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2019.See file dsdata.txt to determine how the superseded data were derived.
 CK2019
 CK2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR175679(NAD 83)
 CK2019_MARKER: DB = BENCH MARK DISK
 CK2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2019_SP_SET: CONCRETE POST
 CK2019_STAMPING: VERT 7 027 1981
 CK2019_MARK LOGO: SCGS  
 CK2019_PROJECTION: FLUSH
 CK2019_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2019+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 CK2019
 CK2019  HISTORY     - Date     Condition        Report By
 CK2019  HISTORY     - 1981     MONUMENTED       SCGS
 CK2019  HISTORY     - 1990     GOOD             USPSQD
 CK2019  HISTORY     - 19980317 GOOD             SCGS
 CK2019  HISTORY     - 20020617 GOOD             USPSQD
 CK2019
 CK2019                          STATION DESCRIPTION
 CK2019
 CK2019'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2019'5.0 KM (3.1 MI) EAST FROM BLUFFTON.
 CK2019'5.0 KILOMETERS (3.1 MILES) EAST ALONG STATE HIGHWAY 278 FROM THE
 CK2019'JUNCTION OF STATE HIGHWAY 46 NORTH OF BLUFFTON, THENCE 1.3 KILOMETERS
 CK2019'(0.85 MILE) NORTHERLY ALONG THE MOSS CREEK PLANTATION ENTRANCE
 CK2019'ROAD TO THE JUNCTION OF TIMBER LANE, SET 43.7 METERS (143.5 FEET)
 CK2019'NORTH NORTHWEST OF A FIRE HYDRANT, 7.9 METERS (26.0 FEET) SOUTHWEST
 CK2019'OF THE CENTER LINE OF MOSS CREEK DRIVE, 11.9 METERS (39.0 FEET)
 CK2019'SOUTH SOUTHEAST OF THE CENTER OF TIMBER LANE, 5.0 METERS
 CK2019'(16.5 FEET) SOUTH OF A MAN HOLE COVER.
 CK2019'THE MARK IS 0.3 M ABOVE ROAD.
 CK2019
 CK2019                          STATION RECOVERY (1990)
 CK2019
 CK2019'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2019'RECOVERED IN GOOD CONDITION.
 CK2019
 CK2019                          STATION RECOVERY (1998)
 CK2019
 CK2019'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2019'STATION IS LOCATED 4.35 MILES (7.00 KM) NORTHWEST OF HILTON HEAD, 15.3
 CK2019'MILES (24.6 KM) SOUTHWEST OF BEAUFORT.  OWNERSHIP--UNKNOWN.  TO REACH
 CK2019'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 (BLUFFTON HIGHWAY)
 CK2019'AND U.S. HIGHWAY 278, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF BLUFFTON,
 CK2019'GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 1.55 MILES (2.49 KM) TO THE
 CK2019'JUNCTION OF STATE ROAD 744 (SAWMILL CREEK ROAD) LEFT, CONTINUE ON
 CK2019'HIGHWAY 278 FOR 2.5 MILES (4.0 KM) TO THE ENTRANCE TO MOSS CREEK
 CK2019'PLANTATIONS (MOSS CREEK DRIVE), TURN LEFT ON MOSS CREEK DRIVE FOR 0.9
 CK2019'MILE (1.4 KM) TO THE STATION NEAR A PINE TREE IN THE SOUTH ANGLE OF
 CK2019'THE JUNCTION OF TIMBER LANE LEFT.  STATION IS A CONCRETE POST RECESSED
 CK2019'0.2 FOOT (6.1 CM) AND 1.0 FOOT (0.3 M) ABOVE MOSS CREEK DRIVE, 26.0
 CK2019'FEET (7.9 M) WEST SOUTHWEST OF THE CENTER OF MOSS CREEK DRIVE, 38.5
 CK2019'FEET (11.7 M) SOUTH SOUTHEAST OF THE CENTER OF TIMBER LANE, 13.7 FEET
 CK2019'(4.2 M) SOUTH OF THE SOUTHEAST END OF A 1.2-FOOT METAL PIPE CULVERT
 CK2019'BENEATH TIMBER LANE, 7.2 FEET (2.2 M) SOUTH SOUTHEAST OF THE SOUTH
 CK2019'CORNER OF A BURIED CABLE WARNING BOX, 58.7 FEET (17.9 M) WEST
 CK2019'SOUTHWEST OF A TELEPHONE JUNCTION BOX, 8.5 FEET (2.6 M) EAST OF A
 CK2019'1.8-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED. RECOVERED BY
 CK2019'D.A. NOVAK.
 CK2019
 CK2019                          STATION RECOVERY (2002)
 CK2019
 CK2019'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2020 ***********************************************************************
 CK2020  DESIGNATION -  7 028
 CK2020  PID         -  CK2020
 CK2020  STATE/COUNTY-  SC/BEAUFORT
 CK2020  USGS QUAD   -  SPRING ISLAND (1958)
 CK2020
 CK2020                         *CURRENT SURVEY CONTROL
 CK2020  ___________________________________________________________________
 CK2020* NAD 83(1986)-  32 15 35.     (N)    080 48 45.     (W)     SCALED    
 CK2020* NAVD 88     -         2.977  (meters)       9.77   (feet)  ADJUSTED  
 CK2020  ___________________________________________________________________
 CK2020  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK2020  DYNAMIC HT  -           2.973 (meters)       9.75  (feet)  COMP
 CK2020  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 CK2020
 CK2020  VERT ORDER  -  FIRST     CLASS II
 CK2020
 CK2020.The horizontal coordinates were scaled from a topographic map and have
 CK2020.an estimated accuracy of +/- 6 seconds.
 CK2020
 CK2020.The orthometric height was determined by differential leveling
 CK2020.and adjusted by the National Geodetic Survey in June 1991..
 CK2020
 CK2020.The geoid height was determined by GEOID03.
 CK2020
 CK2020.The dynamic height is computed by dividing the NAVD 88
 CK2020.geopotential number by the normal gravity value computed on the
 CK2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2020.degrees latitude (g = 980.6199 gals.).
 CK2020
 CK2020.The modeled gravity was interpolated from observed gravity values.
 CK2020
 CK2020;                    North         East    Units  Estimated Accuracy
 CK2020;SPC SC       -    47,310.      627,270.      MT  (+/- 180 meters Scaled)
 CK2020
 CK2020                          SUPERSEDED SURVEY CONTROL
 CK2020
 CK2020  NGVD 29 (03/21/89)    3.258  (m)           10.69   (f) ADJUSTED    1 2
 CK2020
 CK2020.Superseded values are not recommended for survey control.
 CK2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2020.See file dsdata.txt to determine how the superseded data were derived.
 CK2020
 CK2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR176692(NAD 83)
 CK2020_MARKER: DB = BENCH MARK DISK
 CK2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2020_SP_SET: CONCRETE POST
 CK2020_STAMPING: VERT 7 028 1981
 CK2020_MARK LOGO: SCGS  
 CK2020_PROJECTION: FLUSH
 CK2020_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2020+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 CK2020
 CK2020  HISTORY     - Date     Condition        Report By
 CK2020  HISTORY     - 1981     MONUMENTED       SCGS
 CK2020  HISTORY     - 1990     GOOD             USPSQD
 CK2020  HISTORY     - 19980317 GOOD             SCGS
 CK2020  HISTORY     - 20020617 GOOD             USPSQD
 CK2020
 CK2020                          STATION DESCRIPTION
 CK2020
 CK2020'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2020'5.0 KM (3.1 MI) EAST FROM BLUFFTON.
 CK2020'5.0 KILOMETERS (3.1 MILES) EAST ALONG STATE HIGHWAY 278 FROM THE
 CK2020'JUNCTION OF STATE HIGHWAY 46 NORTH OF BLUFFTON, THENCE 2.9
 CK2020'KILOMETERS (1.8 MILES) NORTHERLY ALONG THE MOSS CREEK PLANTATION
 CK2020'ROAD TO THE JUNCTION OF TOPIN DRIVE ON THE LEFT, SET 12.2 METERS
 CK2020'(40.0 FEET) NORTH OF THE CENTER OF MOSS CREEK DRIVE, 15.9 METERS
 CK2020'(52.2 FEET) WEST OF THE CENTER OF TOPIN DRIVE, 5.3 METERS
 CK2020'(17.3 FEET) EAST SOUTHEAST OF A 30 INCH PINE TREE, 8.4 METERS
 CK2020'(27.5 FEET) WEST NORTHWEST OF A STORM DRAIN COVER.
 CK2020'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2020
 CK2020                          STATION RECOVERY (1990)
 CK2020
 CK2020'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2020'RECOVERED IN GOOD CONDITION.
 CK2020
 CK2020                          STATION RECOVERY (1998)
 CK2020
 CK2020'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2020'STATION IS LOCATED 4.6 MILES (7.4 KM) NORTHWEST OF HILTON HEAD, 14.5
 CK2020'MILES (23.3 KM) SOUTHWEST OF BEAUFORT.  OWNERSHIP--UNKNOWN.  TO REACH
 CK2020'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 (BLUFFTON HIGHWAY)
 CK2020'AND U.S. HIGHWAY 278, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF BLUFFTON,
 CK2020'GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 1.55 MILES (2.49 KM) TO THE
 CK2020'JUNCTION OF STATE ROAD 744 (SAWMILL CREEK ROAD) LEFT, CONTINUE ON
 CK2020'HIGHWAY 278 FOR 2.5 MILES (4.0 KM) TO THE ENTRANCE TO MOSS CREEK
 CK2020'PLANTATIONS (MOSS CREEK DRIVE), TURN LEFT ON MOSS CREEK DRIVE FOR 1.9
 CK2020'MILES (3.1 KM) TO THE STATION ON THE LEFT NEAR A PINE TREE IN THE
 CK2020'NORTHWEST ANGLE OF THE JUNCTION OF TOPPIN DRIVE.  STATION IS A
 CK2020'CONCRETE POST RECESSED 0.4 FOOT (12.2 CM) AND LEVEL WITH MOSS CREEK
 CK2020'DRIVE, 41.3 FEET (12.6 M) NORTH OF THE CENTER OF MOSS CREEK DRIVE,
 CK2020'51.3 FEET (15.6 M) WEST OF THE CENTER OF TOPPIN DRIVE, 17.3 FEET (5.3
 CK2020'M) EAST SOUTHEAST OF A 2.5-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 CK2020'ATTACHED, 25.8 FEET (7.9 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF
 CK2020'AN IRON STORM GRATE, 71.5 FEET (21.8 M) NORTH OF A TELEPHONE JUNCTION
 CK2020'BOX NUMBER 7100/2/8, 31.4 FEET (9.6 M) EAST SOUTHEAST OF THE NORTHEAST
 CK2020'CORNER OF A 6-FOOT BY 6-FOOT GREEN TRANSFORMER. RECOVERED BY D.A.
 CK2020'NOVAK.
 CK2020
 CK2020                          STATION RECOVERY (2002)
 CK2020
 CK2020'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2020'STREET IS TOPPIN DRIVE (NOT TOPIN).  MARKER IS 5 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2021 ***********************************************************************
 CK2021  DESIGNATION -  7 029
 CK2021  PID         -  CK2021
 CK2021  STATE/COUNTY-  SC/BEAUFORT
 CK2021  USGS QUAD   -  SPRING ISLAND (1958)
 CK2021
 CK2021                         *CURRENT SURVEY CONTROL
 CK2021  ___________________________________________________________________
 CK2021* NAD 83(1986)-  32 16 09.     (N)    080 48 17.     (W)     SCALED    
 CK2021* NAVD 88     -         3.658  (meters)      12.00   (feet)  ADJUSTED  
 CK2021  ___________________________________________________________________
 CK2021  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 CK2021  DYNAMIC HT  -           3.654 (meters)      11.99  (feet)  COMP
 CK2021  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 CK2021
 CK2021  VERT ORDER  -  FIRST     CLASS II
 CK2021
 CK2021.The horizontal coordinates were scaled from a topographic map and have
 CK2021.an estimated accuracy of +/- 6 seconds.
 CK2021
 CK2021.The orthometric height was determined by differential leveling
 CK2021.and adjusted by the National Geodetic Survey in June 1991..
 CK2021
 CK2021.The geoid height was determined by GEOID03.
 CK2021
 CK2021.The dynamic height is computed by dividing the NAVD 88
 CK2021.geopotential number by the normal gravity value computed on the
 CK2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2021.degrees latitude (g = 980.6199 gals.).
 CK2021
 CK2021.The modeled gravity was interpolated from observed gravity values.
 CK2021
 CK2021;                    North         East    Units  Estimated Accuracy
 CK2021;SPC SC       -    48,360.      628,000.      MT  (+/- 180 meters Scaled)
 CK2021
 CK2021                          SUPERSEDED SURVEY CONTROL
 CK2021
 CK2021  NGVD 29 (03/21/89)    3.939  (m)           12.92   (f) ADJUSTED    1 2
 CK2021
 CK2021.Superseded values are not recommended for survey control.
 CK2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2021.See file dsdata.txt to determine how the superseded data were derived.
 CK2021
 CK2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR183702(NAD 83)
 CK2021_MARKER: DB = BENCH MARK DISK
 CK2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2021_SP_SET: CONCRETE POST
 CK2021_STAMPING: VERT 7 029 1981
 CK2021_MARK LOGO: SCGS  
 CK2021_PROJECTION: FLUSH
 CK2021_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2021+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 CK2021
 CK2021  HISTORY     - Date     Condition        Report By
 CK2021  HISTORY     - 1981     MONUMENTED       SCGS
 CK2021  HISTORY     - 19980317 GOOD             SCGS
 CK2021  HISTORY     - 20020617 GOOD             USPSQD
 CK2021
 CK2021                          STATION DESCRIPTION
 CK2021
 CK2021'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2021'5.0 KM (3.1 MI) EAST FROM BLUFFTON.
 CK2021'5.0 KILOMETERS (3.1 MILES) EAST ALONG STATE HIGHWAY 278 FROM THE
 CK2021'JUNCTION OF STATE HIGHWAY 46 NORTH OF BLUFFTON, THENCE 3.0 KILOMETERS
 CK2021'(1.9 MILES) NORTHERLY ALONG THE MOSS CREEK PLANTATION ROAD, THENCE
 CK2021'1.9 KILOMETERS (1.2 MILES) NORTHERLY ALONG TIPON DRIVE TO A LARGE
 CK2021'CONCRETE WELL HEAD ON THE LEFT AND THE TENTH HOLE OF THE MOSS CREEK
 CK2021'GOLF COURSE, 16.5 METERS (54.0 FEET) WEST SOUTHWEST OF THE CENTER
 CK2021'OF THE ROAD, 26.7 METERS (81.0 FEET) SOUTH OF A VENT PIPE ON THE
 CK2021'WELL HEAD, 15.2 METERS (50.0 FEET) NORTH OF THE NORTH END OF THE
 CK2021'TENTH HOLE GREEN, 3.6 METERS (12.0 FEET) WEST NORTHWEST OF A 20 INCH
 CK2021'PINE TREE.
 CK2021'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2021
 CK2021                          STATION RECOVERY (1998)
 CK2021
 CK2021'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2021'STATION IS LOCATED 3.85 MILES (6.20 KM) NORTHEAST OF BLUFFTON, 13.85
 CK2021'MILES (22.29 KM) SOUTHWEST OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2021'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-734-1350.
 CK2021'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 (BLUFFTON
 CK2021'HIGHWAY) AND U.S. HIGHWAY 278, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF
 CK2021'BLUFFTON, GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 1.55 MILES (2.49 KM)
 CK2021'TO THE JUNCTION OF STATE ROAD 744 (SAWMILL CREEK ROAD) LEFT, CONTINUE
 CK2021'ON HIGHWAY 278 FOR 2.5 MILES (4.0 KM) TO THE ENTRANCE TO MOSS CREEK
 CK2021'PLANTATIONS (MOSS CREEK DRIVE) , TURN LEFT ON MOSS CREEK DRIVE FOR 1.9
 CK2021'MILES (3.1 KM) TO THE JUNCTION OF TOPPIN DRIVE, TURN LEFT ON TOPPIN
 CK2021'DRIVE FOR 1.2 MILES (1.9 KM) TO THE STATION ON THE LEFT NEAR A LARGE
 CK2021'CONCRETE WELL HEAD ACROSS THE ROAD FROM A MASONITE-SIDED HOUSE NUMBER
 CK2021'130.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL
 CK2021'WITH THE ROAD, 49.3 FEET (15.0 M) NORTHWEST OF A FIRE HYDRANT, 52.6
 CK2021'FEET (16.0 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, 81.0 FEET
 CK2021'(24.7 M) SOUTH OF THE VENT PIPE IN THE CONCRETE WELL HEAD, 8.3 FEET
 CK2021'(2.5 M) EAST NORTHEAST OF A 1.7-FOOT OAK TREE WITH A SCGS REFERENCE
 CK2021'WASHER ATTACHED, 105.0 FEET (32.0 M) SOUTH SOUTHWEST OF A MANHOLE
 CK2021'COVER. RECOVERED BY C.J. STONE.
 CK2021
 CK2021                          STATION RECOVERY (2002)
 CK2021
 CK2021'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2017 ***********************************************************************
 CK2017  DESIGNATION -  7 030
 CK2017  PID         -  CK2017
 CK2017  STATE/COUNTY-  SC/BEAUFORT
 CK2017  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK2017
 CK2017                         *CURRENT SURVEY CONTROL
 CK2017  ___________________________________________________________________
 CK2017* NAD 83(1986)-  32 13 53.     (N)    080 54 26.     (W)     SCALED    
 CK2017* NAVD 88     -         8.151  (meters)      26.74   (feet)  ADJUSTED  
 CK2017  ___________________________________________________________________
 CK2017  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 CK2017  DYNAMIC HT  -           8.142 (meters)      26.71  (feet)  COMP
 CK2017  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 CK2017
 CK2017  VERT ORDER  -  FIRST     CLASS II
 CK2017
 CK2017.The horizontal coordinates were scaled from a topographic map and have
 CK2017.an estimated accuracy of +/- 6 seconds.
 CK2017
 CK2017.The orthometric height was determined by differential leveling
 CK2017.and adjusted by the National Geodetic Survey in June 1991..
 CK2017
 CK2017.The geoid height was determined by GEOID03.
 CK2017
 CK2017.The dynamic height is computed by dividing the NAVD 88
 CK2017.geopotential number by the normal gravity value computed on the
 CK2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2017.degrees latitude (g = 980.6199 gals.).
 CK2017
 CK2017.The modeled gravity was interpolated from observed gravity values.
 CK2017
 CK2017;                    North         East    Units  Estimated Accuracy
 CK2017;SPC SC       -    44,150.      618,350.      MT  (+/- 180 meters Scaled)
 CK2017
 CK2017                          SUPERSEDED SURVEY CONTROL
 CK2017
 CK2017  NGVD 29 (03/21/89)    8.432  (m)           27.66   (f) ADJUSTED    1 2
 CK2017
 CK2017.Superseded values are not recommended for survey control.
 CK2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2017.See file dsdata.txt to determine how the superseded data were derived.
 CK2017
 CK2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR087660(NAD 83)
 CK2017_MARKER: DB = BENCH MARK DISK
 CK2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2017_SP_SET: CONCRETE POST
 CK2017_STAMPING: VERT 7 030 1981
 CK2017_MARK LOGO: SCGS  
 CK2017_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2017
 CK2017  HISTORY     - Date     Condition        Report By
 CK2017  HISTORY     - 1981     MONUMENTED       SCGS
 CK2017  HISTORY     - 1982     GOOD             SCGS
 CK2017  HISTORY     - 1990     GOOD             USPSQD
 CK2017  HISTORY     - 19980618 GOOD             USPSQD
 CK2017
 CK2017                          STATION DESCRIPTION
 CK2017
 CK2017'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2017'4.6 KM (2.85 MI) WEST FROM BLUFFTON.
 CK2017'4.6 KILOMETERS (2.85 MILES) WEST ALONG STATE HIGHWAY 46 FROM A
 CK2017'POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, TO A PAVED
 CK2017'PRIVATE ROAD LEFT WITH A WOODEN GATE AND LANDSCAPED SHOULDERS, SET
 CK2017'IN THE SOUTHEAST ANGLE OF THE INTERSECTION AT THE CORNER OF THE
 CK2017'ROADS RIGHT OF WAYS, 15.8 METERS (52.0 FEET) SOUTH SOUTHEAST OF
 CK2017'THE CENTER LINE OF HIGHWAY 46, 11.0 METERS (36.0 FEET) EAST NORTHEAST
 CK2017'OF THE CENTER OF THE PRIVATE ROAD, 20.5 METERS (67.2 FEET) EAST
 CK2017'NORTHEAST OF POWER LINE POLE 219645, 16.5 METERS (54.4 FEET) NORTH
 CK2017'NORTHWEST OF TELEPHONE JUNCTION BOX 1181-4-81.
 CK2017'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CK2017'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2017
 CK2017                          STATION RECOVERY (1982)
 CK2017
 CK2017'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2017'RECOVERED IN GOOD CONDITION.
 CK2017
 CK2017                          STATION RECOVERY (1990)
 CK2017
 CK2017'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2017'RECOVERED IN GOOD CONDITION.
 CK2017
 CK2017                          STATION RECOVERY (1998)
 CK2017
 CK2017'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2023 ***********************************************************************
 CK2023  DESIGNATION -  7 031
 CK2023  PID         -  CK2023
 CK2023  STATE/COUNTY-  SC/BEAUFORT
 CK2023  USGS QUAD   -  BLUFFTON (1972)
 CK2023
 CK2023                         *CURRENT SURVEY CONTROL
 CK2023  ___________________________________________________________________
 CK2023* NAD 83(1986)-  32 14 40.     (N)    080 46 19.     (W)     SCALED    
 CK2023* NAVD 88     -         2.528  (meters)       8.29   (feet)  ADJUSTED  
 CK2023  ___________________________________________________________________
 CK2023  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2023  DYNAMIC HT  -           2.525 (meters)       8.28  (feet)  COMP
 CK2023  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 CK2023
 CK2023  VERT ORDER  -  FIRST     CLASS II
 CK2023
 CK2023.The horizontal coordinates were scaled from a topographic map and have
 CK2023.an estimated accuracy of +/- 6 seconds.
 CK2023
 CK2023.The orthometric height was determined by differential leveling
 CK2023.and adjusted by the National Geodetic Survey in June 1991..
 CK2023
 CK2023.The geoid height was determined by GEOID03.
 CK2023
 CK2023.The dynamic height is computed by dividing the NAVD 88
 CK2023.geopotential number by the normal gravity value computed on the
 CK2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2023.degrees latitude (g = 980.6199 gals.).
 CK2023
 CK2023.The modeled gravity was interpolated from observed gravity values.
 CK2023
 CK2023;                    North         East    Units  Estimated Accuracy
 CK2023;SPC SC       -    45,620.      631,090.      MT  (+/- 180 meters Scaled)
 CK2023
 CK2023                          SUPERSEDED SURVEY CONTROL
 CK2023
 CK2023  NGVD 29 (03/21/89)    2.810  (m)            9.22   (f) ADJUSTED    1 2
 CK2023
 CK2023.Superseded values are not recommended for survey control.
 CK2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2023.See file dsdata.txt to determine how the superseded data were derived.
 CK2023
 CK2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR214675(NAD 83)
 CK2023_MARKER: DB = BENCH MARK DISK
 CK2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2023_SP_SET: CONCRETE POST
 CK2023_STAMPING: VERT 7 031 1981
 CK2023_MARK LOGO: SCGS  
 CK2023_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2023
 CK2023  HISTORY     - Date     Condition        Report By
 CK2023  HISTORY     - 1981     MONUMENTED       SCGS
 CK2023
 CK2023                          STATION DESCRIPTION
 CK2023
 CK2023'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2023'8.4 KM (5.2 MI) EAST FROM BLUFFTON.
 CK2023'0.2 KILOMETER (0.1 MILE) NORTH ALONG THE PINCKNEY ISLAND ENTRANCE
 CK2023'ROAD FROM THE WEST END OF THE SKULL CREEK BRIDGE, CONNECTING HILTON
 CK2023'HEAD AND PINCKNEY ISLAND TO A LOCKED GATE, CONTINUE 2.3 KILOMETERS
 CK2023'(1.45 MILES) NORTH THROUGH LOCKED GATE ALONG A DIRT ROAD TO A CURVE
 CK2023'RIGHT THEN LEFT AND A DIAGONAL POWER LINE CROSSING, SET ON THE
 CK2023'OUTSIDE OF THE CURVE LEFT, 7.0 METERS (23.0 FEET) SOUTHWEST OF THE
 CK2023'SOUTHWEST SIDE OF A DEEP DITCH, 11.9 METERS (39.0 FEET) SOUTH
 CK2023'SOUTHEAST OF THE CENTER LINE OF THE ROAD AT THE CENTER OF THE CURVE,
 CK2023'6.4 METERS (21.0 FEET) EAST OF A 24 INCH PALMETTO TREE, 1.2 METERS
 CK2023'(14.0 FEET) SOUTH SOUTHEAST OF A POWER LINE POLE THAT IS ON THE
 CK2023'OUTSIDE OF THE CURVE.
 CK2023'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2024 ***********************************************************************
 CK2024  DESIGNATION -  7 032
 CK2024  PID         -  CK2024
 CK2024  STATE/COUNTY-  SC/BEAUFORT
 CK2024  USGS QUAD   -  SPRING ISLAND (1958)
 CK2024
 CK2024                         *CURRENT SURVEY CONTROL
 CK2024  ___________________________________________________________________
 CK2024* NAD 83(1986)-  32 15 07.     (N)    080 45 38.     (W)     SCALED    
 CK2024* NAVD 88     -         2.250  (meters)       7.38   (feet)  ADJUSTED  
 CK2024  ___________________________________________________________________
 CK2024  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2024  DYNAMIC HT  -           2.248 (meters)       7.38  (feet)  COMP
 CK2024  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 CK2024
 CK2024  VERT ORDER  -  FIRST     CLASS II
 CK2024
 CK2024.The horizontal coordinates were scaled from a topographic map and have
 CK2024.an estimated accuracy of +/- 6 seconds.
 CK2024
 CK2024.The orthometric height was determined by differential leveling
 CK2024.and adjusted by the National Geodetic Survey in June 1991..
 CK2024
 CK2024.The geoid height was determined by GEOID03.
 CK2024
 CK2024.The dynamic height is computed by dividing the NAVD 88
 CK2024.geopotential number by the normal gravity value computed on the
 CK2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2024.degrees latitude (g = 980.6199 gals.).
 CK2024
 CK2024.The modeled gravity was interpolated from observed gravity values.
 CK2024
 CK2024;                    North         East    Units  Estimated Accuracy
 CK2024;SPC SC       -    46,450.      632,170.      MT  (+/- 180 meters Scaled)
 CK2024
 CK2024                          SUPERSEDED SURVEY CONTROL
 CK2024
 CK2024  NGVD 29 (03/21/89)    2.532  (m)            8.31   (f) ADJUSTED    1 2
 CK2024
 CK2024.Superseded values are not recommended for survey control.
 CK2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2024.See file dsdata.txt to determine how the superseded data were derived.
 CK2024
 CK2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR225683(NAD 83)
 CK2024_MARKER: DB = BENCH MARK DISK
 CK2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2024_SP_SET: CONCRETE POST
 CK2024_STAMPING: VERT 7 032 1981
 CK2024_MARK LOGO: SCGS  
 CK2024_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2024
 CK2024  HISTORY     - Date     Condition        Report By
 CK2024  HISTORY     - 1981     MONUMENTED       SCGS
 CK2024
 CK2024                          STATION DESCRIPTION
 CK2024
 CK2024'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2024'9.8 KM (6.1 MI) ENE FROM BEAUFORT.
 CK2024'0.2 KILOMETER (0.15 MILE) NORTH ALONG PINCKNEY ISLAND ENTRANCE
 CK2024'ROAD FROM THE WEST END OF THE SKULL CREEK BRIDGE, CONNECTING HILTON
 CK2024'HEAD AND PINCKNEY ISLAND, TO A LOCKED GATE, CONTINUE 3.4 KILOMETERS
 CK2024'(2.1 MILES) THROUGH THE GATE TO A CROSS ROADS, THENCE 0.7 KILOMETER
 CK2024'(0.45 MILE) NORTH ALONG THE DIRT ROAD TO A OPENING ON THE LEFT
 CK2024'AND A LARGE OPEN SWAMP AND A CULVERT UNDER THE ROAD, SET ON THE
 CK2024'WEST SIDE OF THE ROAD, SOUTH OF THE CULVERT, 37.8 METERS (124.0 FEET)
 CK2024'SOUTH SOUTHWEST OF THE WEST END OF A 24 INCH PIPE CULVERT UNDER
 CK2024'THE ROAD, 9.4 METERS (30.8 FEET) WEST OF THE CENTER OF THE ROAD,
 CK2024'9.1 METERS (30.0 FEET) NORTHWEST OF A TRIPLE TRUNK, 8.9 METERS
 CK2024'(29.5 FEET) SOUTH OF A DITCH CUT THROUGH THE WOODS, NOTE-THE KEY
 CK2024'MAYBE OBTAINED FROM THE U.S. FISH AND WILDLIFE OFFICE IN SAVANNAH
 CK2024'GEORGIA, PHONE NUMBER 912-944-4415.
 CK2024'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2022 ***********************************************************************
 CK2022  DESIGNATION -  7 033
 CK2022  PID         -  CK2022
 CK2022  STATE/COUNTY-  SC/BEAUFORT
 CK2022  USGS QUAD   -  BLUFFTON (1972)
 CK2022
 CK2022                         *CURRENT SURVEY CONTROL
 CK2022  ___________________________________________________________________
 CK2022* NAD 83(1986)-  32 14 12.     (N)    080 46 47.     (W)     SCALED    
 CK2022* NAVD 88     -         1.749  (meters)       5.74   (feet)  ADJUSTED  
 CK2022  ___________________________________________________________________
 CK2022  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2022  DYNAMIC HT  -           1.747 (meters)       5.73  (feet)  COMP
 CK2022  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CK2022
 CK2022  VERT ORDER  -  FIRST     CLASS II
 CK2022
 CK2022.The horizontal coordinates were scaled from a topographic map and have
 CK2022.an estimated accuracy of +/- 6 seconds.
 CK2022
 CK2022.The orthometric height was determined by differential leveling
 CK2022.and adjusted by the National Geodetic Survey in June 1991..
 CK2022
 CK2022.The geoid height was determined by GEOID03.
 CK2022
 CK2022.The dynamic height is computed by dividing the NAVD 88
 CK2022.geopotential number by the normal gravity value computed on the
 CK2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2022.degrees latitude (g = 980.6199 gals.).
 CK2022
 CK2022.The modeled gravity was interpolated from observed gravity values.
 CK2022
 CK2022;                    North         East    Units  Estimated Accuracy
 CK2022;SPC SC       -    44,760.      630,360.      MT  (+/- 180 meters Scaled)
 CK2022
 CK2022                          SUPERSEDED SURVEY CONTROL
 CK2022
 CK2022  NGVD 29 (03/21/89)    2.030  (m)            6.66   (f) ADJUSTED    1 2
 CK2022
 CK2022.Superseded values are not recommended for survey control.
 CK2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2022.See file dsdata.txt to determine how the superseded data were derived.
 CK2022
 CK2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR207666(NAD 83)
 CK2022_MARKER: DB = BENCH MARK DISK
 CK2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2022_SP_SET: CONCRETE POST
 CK2022_STAMPING: VERT 7 033 1981
 CK2022_MARK LOGO: SCGS  
 CK2022_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2022
 CK2022  HISTORY     - Date     Condition        Report By
 CK2022  HISTORY     - 1981     MONUMENTED       SCGS
 CK2022
 CK2022                          STATION DESCRIPTION
 CK2022
 CK2022'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2022'9.6 KM (6.0 MI) WEST FROM BLUFFTON.
 CK2022'0.2 KILOMETER (0.15 MILE) NORTH ALONG PINCKNEY ISLAND ENTRANCE ROAD
 CK2022'FROM THE WEST END OF THE SKULL CREEK BRIDGE, CONNECTING HILTON
 CK2022'HEAD AND PINCKNEY ISLAND, TO A LOCKED GATE, CONTINUE 0.8 KILOMETER
 CK2022'(0.5 MILE) NORTH ALONG THE SAND ROAD TO AN OPEN AREA WITH SAND FLATS
 CK2022'ON EACH SIDE OF THE ROAD, CONTINUE ABOUT 58 YARDS NORTH TO THE MARK
 CK2022'SET ON THE LEFT BY A GROUP OF 3 PINE TREES, 9.4 METERS (31.0 FEET)
 CK2022'WEST OF THE CENTER LINE OF THE ROAD, 3.6 METERS (12.0 FEET) SOUTH
 CK2022'SOUTHEAST OF A 15 INCH PINE TREE, 3.6 METERS (12.0 FEET) SOUTHWEST
 CK2022'OF A TRIANGLE BLAZED 15 INCH PINE TREE, 2.9 METERS (9.5 FEET)
 CK2022'NORTHEAST OF A 12 INCH PALM TREE, NOTE TO OBTAIN KEY FOR GATE FROM
 CK2022'THE U.S. FISH AND WILDLIFE OFFICE IN SAVANNAH, CALL 912 944 4415.
 CK2022'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2038 ***********************************************************************
 CK2038  DESIGNATION -  7 034
 CK2038  PID         -  CK2038
 CK2038  STATE/COUNTY-  SC/BEAUFORT
 CK2038  USGS QUAD   -  BLUFFTON (1972)
 CK2038
 CK2038                         *CURRENT SURVEY CONTROL
 CK2038  ___________________________________________________________________
 CK2038* NAD 83(1986)-  32 13 01.     (N)    080 45 17.     (W)     SCALED    
 CK2038* NAVD 88     -         3.672  (meters)      12.05   (feet)  ADJUSTED  
 CK2038  ___________________________________________________________________
 CK2038  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2038  DYNAMIC HT  -           3.668 (meters)      12.03  (feet)  COMP
 CK2038  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CK2038
 CK2038  VERT ORDER  -  FIRST     CLASS II
 CK2038
 CK2038.The horizontal coordinates were scaled from a topographic map and have
 CK2038.an estimated accuracy of +/- 6 seconds.
 CK2038
 CK2038.The orthometric height was determined by differential leveling
 CK2038.and adjusted by the National Geodetic Survey in June 1991..
 CK2038
 CK2038.The geoid height was determined by GEOID03.
 CK2038
 CK2038.The dynamic height is computed by dividing the NAVD 88
 CK2038.geopotential number by the normal gravity value computed on the
 CK2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2038.degrees latitude (g = 980.6199 gals.).
 CK2038
 CK2038.The modeled gravity was interpolated from observed gravity values.
 CK2038
 CK2038;                    North         East    Units  Estimated Accuracy
 CK2038;SPC SC       -    42,570.      632,730.      MT  (+/- 180 meters Scaled)
 CK2038
 CK2038                          SUPERSEDED SURVEY CONTROL
 CK2038
 CK2038  NGVD 29 (03/21/89)    3.954  (m)           12.97   (f) ADJUSTED    1 2
 CK2038
 CK2038.Superseded values are not recommended for survey control.
 CK2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2038.See file dsdata.txt to determine how the superseded data were derived.
 CK2038
 CK2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR231645(NAD 83)
 CK2038_MARKER: DB = BENCH MARK DISK
 CK2038_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2038_SP_SET: STAINLESS STEEL ROD
 CK2038_STAMPING: VERT 7 034 1981
 CK2038_MARK LOGO: SCGS  
 CK2038_PROJECTION: FLUSH
 CK2038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2038+STABILITY: POSITION/ELEVATION WELL
 CK2038_ROD/PIPE-DEPTH: 15.2 meters
 CK2038
 CK2038  HISTORY     - Date     Condition        Report By
 CK2038  HISTORY     - 1981     MONUMENTED       SCGS
 CK2038  HISTORY     - 1982     GOOD             SCGS
 CK2038  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2038  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 CK2038
 CK2038                          STATION DESCRIPTION
 CK2038
 CK2038'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2038'IN HILTON HEAD ISLAND.
 CK2038'0.3 KILOMETER (0.2 MILE) WEST ALONG U.S. HIGHWAY 278 FROM THE POST
 CK2038'OFFICE ON THE NORTH END OF HILTON HEAD, TO THE JUNCTION OF COUNTY
 CK2038'ROAD S-7-141, SET BY A LIGHT POLE FOR A SIGN JUST WEST OF THE
 CK2038'INTERSECTION, 3.0 METERS (10.0 FEET) NORTH NORTHEAST OF THE NORTH
 CK2038'CURB OF HIGHWAY 278, 30.2 METERS (99.0 FEET) WEST NORTHWEST OF THE
 CK2038'CENTER OF A TRAFFIC ISLAND AT THE JUNCTION OF ROAD 141 AND 278,
 CK2038'2.4 METERS (8.2 FEET) SOUTHWEST OF A LIGHT POLE, 3.4 METERS
 CK2038'(11.3 FEET) EAST SOUTHEAST OF A 30 INCH CREPE MYRTLE TREE, 9.7
 CK2038'METERS (32.0 FEET) EAST OF THE CENTER OF A DRIVEWAY CUT IN THE
 CK2038'SIDEWALK.
 CK2038'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2038
 CK2038                          STATION RECOVERY (1982)
 CK2038
 CK2038'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2038'RECOVERED IN GOOD CONDITION.
 CK2038
 CK2038                          STATION RECOVERY (1990)
 CK2038
 CK2038'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2038'MARK NOT FOUND.
 CK2038
 CK2038                          STATION RECOVERY (1996)
 CK2038
 CK2038'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2169 ***********************************************************************
 CK2169  DESIGNATION -  7 036
 CK2169  PID         -  CK2169
 CK2169  STATE/COUNTY-  SC/BEAUFORT
 CK2169  USGS QUAD   -  BLUFFTON (1972)
 CK2169
 CK2169                         *CURRENT SURVEY CONTROL
 CK2169  ___________________________________________________________________
 CK2169* NAD 83(1986)-  32 13 36.     (N)    080 45 10.     (W)     SCALED    
 CK2169* NAVD 88     -         3.455  (meters)      11.34   (feet)  ADJUSTED  
 CK2169  ___________________________________________________________________
 CK2169  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2169  DYNAMIC HT  -           3.451 (meters)      11.32  (feet)  COMP
 CK2169  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 CK2169
 CK2169  VERT ORDER  -  FIRST     CLASS II
 CK2169
 CK2169.The horizontal coordinates were scaled from a topographic map and have
 CK2169.an estimated accuracy of +/- 6 seconds.
 CK2169
 CK2169.The orthometric height was determined by differential leveling
 CK2169.and adjusted by the National Geodetic Survey in June 1991..
 CK2169
 CK2169.The geoid height was determined by GEOID03.
 CK2169
 CK2169.The dynamic height is computed by dividing the NAVD 88
 CK2169.geopotential number by the normal gravity value computed on the
 CK2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2169.degrees latitude (g = 980.6199 gals.).
 CK2169
 CK2169.The modeled gravity was interpolated from observed gravity values.
 CK2169
 CK2169;                    North         East    Units  Estimated Accuracy
 CK2169;SPC SC       -    43,650.      632,910.      MT  (+/- 180 meters Scaled)
 CK2169
 CK2169                          SUPERSEDED SURVEY CONTROL
 CK2169
 CK2169  NGVD 29 (03/21/89)    3.736  (m)           12.26   (f) ADJUSTED    1 2
 CK2169
 CK2169.Superseded values are not recommended for survey control.
 CK2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2169.See file dsdata.txt to determine how the superseded data were derived.
 CK2169
 CK2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR232655(NAD 83)
 CK2169_MARKER: DD = SURVEY DISK
 CK2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2169_SP_SET: CONCRETE POST
 CK2169_STAMPING: VERT 7 036 1981
 CK2169_MARK LOGO: SCGS  
 CK2169_PROJECTION: RECESSED 3 CENTIMETERS
 CK2169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2169+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 CK2169
 CK2169  HISTORY     - Date     Condition        Report By
 CK2169  HISTORY     - 1981     MONUMENTED       SCGS
 CK2169  HISTORY     - 19960611 GOOD             USPSQD
 CK2169  HISTORY     - 20030501 GOOD             SCGS
 CK2169
 CK2169                          STATION DESCRIPTION
 CK2169
 CK2169'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2169'IN HILTON HEAD ISLAND.
 CK2169'0.3 KILOMETER (0.2 MILE) WEST ALONG STATE HIGHWAY 278 FROM
 CK2169'THE POST OFFICE ON HILTON HEAD ISLAND, THENCE 1.1 KILOMETERS
 CK2169'(0.7 MILE) NORTHWEST ALONG COUNTY ROAD (S 7 141, JENKINS ROAD), SET
 CK2169'BY A POWER POLE IN FRONT OF THE KINGDOM HALL OF JEHOVAH S WITNESSES
 CK2169'(A SMALL BROWN BLOCK BUILDING), 10.5 METERS (34.5 FEET) SOUTHEAST
 CK2169'OF THE CENTER LINE OF THE ROAD, 17.8 METERS (58.0 FEET) NORTHWEST
 CK2169'OF THE NORTH CORNER OF THE KINGDOM HALL, 7.0 METERS (23.0 FEET)
 CK2169'NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 1.1 METERS
 CK2169'(3.8 FEET) SOUTHWEST OF A POWER POLE WITH LINES TO THE KINGDOM HALL.
 CK2169'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2169
 CK2169                          STATION RECOVERY (1996)
 CK2169
 CK2169'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2169'RECOVERED IN GOOD CONDITION.
 CK2169
 CK2169                          STATION RECOVERY (2003)
 CK2169
 CK2169'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2169'STATION IS LOCATED ON HILTON HEAD ISLAND, 14.95 MILES SOUTH SOUTHWEST
 CK2169'OF  BEAUFORT. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2169'191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE STATION
 CK2169'FROM THE JUNCTION U.S. HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK2169'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK2169'SOUTHEAST ON HIGHWAY 278 BUSINESS FOR 1.0 MILE TO THE JUNCTION OF
 CK2169'STATE ROAD 141  (SQUIRE POPE ROAD), TURN RIGHT ON ROAD 141 FOR 0.7
 CK2169'MILE TO THE STATION ON THE RIGHT  NEAR A POWER POLE IN THE NORTH
 CK2169'CORNER OF THE YARD OF A MOBILE HOME NUMBER 191. STATION IS A CONCRETE
 CK2169'POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROAD, 8.5 FEET  SOUTHEAST OF
 CK2169'THE CENTER OF AN ASPHALT BIKE PATH/SIDEWALK, 3.2 FEET SOUTHWEST  OF
 CK2169'THE POWER POLE NUMBER 692/56/1 WITH GUY WIRE AND TRANSFORMER, 33.9
 CK2169'FEET  SOUTHEAST OF THE CENTER OF THE ROAD, 57.6 FEET NORTHWEST OF THE
 CK2169'NORTH  CORNER OF AN ABANDONED CINDER BLOCK BUILDING, 41.5 FEET NORTH
 CK2169'NORTHEAST OF  THE NORTH CORNER OF THE MOBILE HOME, 23.0 FEET NORTHEAST
 CK2169'OF THE CENTER OF THE  DRIVEWAY LEADING TO THE MOBILE HOME. RECOVERED
 CK2169'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2051 ***********************************************************************
 CK2051  DESIGNATION -  7 037
 CK2051  PID         -  CK2051
 CK2051  STATE/COUNTY-  SC/BEAUFORT
 CK2051  USGS QUAD   -  HILTON HEAD (1971)
 CK2051
 CK2051                         *CURRENT SURVEY CONTROL
 CK2051  ___________________________________________________________________
 CK2051* NAD 83(1986)-  32 12 55.     (N)    080 43 16.     (W)     SCALED    
 CK2051* NAVD 88     -         6.129  (meters)      20.11   (feet)  ADJUSTED  
 CK2051  ___________________________________________________________________
 CK2051  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2051  DYNAMIC HT  -           6.122 (meters)      20.09  (feet)  COMP
 CK2051  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CK2051
 CK2051  VERT ORDER  -  FIRST     CLASS II
 CK2051
 CK2051.The horizontal coordinates were scaled from a topographic map and have
 CK2051.an estimated accuracy of +/- 6 seconds.
 CK2051
 CK2051.The orthometric height was determined by differential leveling
 CK2051.and adjusted by the National Geodetic Survey in June 1991..
 CK2051
 CK2051.The geoid height was determined by GEOID03.
 CK2051
 CK2051.The dynamic height is computed by dividing the NAVD 88
 CK2051.geopotential number by the normal gravity value computed on the
 CK2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2051.degrees latitude (g = 980.6199 gals.).
 CK2051
 CK2051.The modeled gravity was interpolated from observed gravity values.
 CK2051
 CK2051;                    North         East    Units  Estimated Accuracy
 CK2051;SPC SC       -    42,400.      635,890.      MT  (+/- 180 meters Scaled)
 CK2051
 CK2051                          SUPERSEDED SURVEY CONTROL
 CK2051
 CK2051  NGVD 29 (03/21/89)    6.410  (m)           21.03   (f) ADJUSTED    1 2
 CK2051
 CK2051.Superseded values are not recommended for survey control.
 CK2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2051.See file dsdata.txt to determine how the superseded data were derived.
 CK2051
 CK2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR262643(NAD 83)
 CK2051_MARKER: DB = BENCH MARK DISK
 CK2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2051_SP_SET: CONCRETE POST
 CK2051_STAMPING: VERT 7 037 1981
 CK2051_MARK LOGO: SCGS  
 CK2051_PROJECTION: FLUSH
 CK2051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2051+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 CK2051
 CK2051  HISTORY     - Date     Condition        Report By
 CK2051  HISTORY     - 1981     MONUMENTED       SCGS
 CK2051  HISTORY     - 1982     GOOD             SCGS
 CK2051  HISTORY     - 20020615 GOOD             USPSQD
 CK2051
 CK2051                          STATION DESCRIPTION
 CK2051
 CK2051'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2051'IN HILTON HEAD ISLAND.
 CK2051'4.5 KILOMETERS (2.8 MILES) EAST ALONG U.S. HIGHWAY 278, FROM THE
 CK2051'POST OFFICE ON THE NORTH SIDE OF HILTON HEAD ISLAND, TO THE ENTRANCE
 CK2051'OF THE HILTON HEAD PLANTATION, SET IN THE MEDIAN OF THE ENTRANCE-EXIT
 CK2051'DRIVE AND BEHIND THE SIGN FOR THE PLANTATION, 29.60 METERS (97.0 FEET)
 CK2051'NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 278, 20.1
 CK2051'METERS (66.0 FEET) EAST NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 CK2051'EXIT DRIVE, 15.80 METERS (52.0 FEET) WEST SOUTHWEST OF THE APPROXIMATE
 CK2051'CENTERLINE OF THE ENTRANCE DRIVE, 7.60 METERS (25.0 FEET) NORTHWEST
 CK2051'OF THE NORTHWEST END OF THE MOST EASTERLY 10 FOOT HIGH BY 15 FOOT
 CK2051'LONG CONCRETE SIGN FOR THE PLANTATION AND 1.50 METERS (5.0 FEET)
 CK2051'NORTH OF A BLACK PLASTIC WATER MAIN VALVE COVER.
 CK2051'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2051
 CK2051                          STATION RECOVERY (1982)
 CK2051
 CK2051'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2051'RECOVERED IN GOOD CONDITION.
 CK2051
 CK2051                          STATION RECOVERY (2002)
 CK2051
 CK2051'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2181 ***********************************************************************
 CK2181  DESIGNATION -  7 038
 CK2181  PID         -  CK2181
 CK2181  STATE/COUNTY-  SC/BEAUFORT
 CK2181  USGS QUAD   -  HILTON HEAD (1971)
 CK2181
 CK2181                         *CURRENT SURVEY CONTROL
 CK2181  ___________________________________________________________________
 CK2181* NAD 83(1986)-  32 13 29.     (N)    080 43 20.     (W)     SCALED    
 CK2181* NAVD 88     -         3.486  (meters)      11.44   (feet)  ADJUSTED  
 CK2181  ___________________________________________________________________
 CK2181  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2181  DYNAMIC HT  -           3.482 (meters)      11.42  (feet)  COMP
 CK2181  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 CK2181
 CK2181  VERT ORDER  -  FIRST     CLASS II
 CK2181
 CK2181.The horizontal coordinates were scaled from a topographic map and have
 CK2181.an estimated accuracy of +/- 6 seconds.
 CK2181
 CK2181.The orthometric height was determined by differential leveling
 CK2181.and adjusted by the National Geodetic Survey in June 1991..
 CK2181
 CK2181.The geoid height was determined by GEOID03.
 CK2181
 CK2181.The dynamic height is computed by dividing the NAVD 88
 CK2181.geopotential number by the normal gravity value computed on the
 CK2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2181.degrees latitude (g = 980.6199 gals.).
 CK2181
 CK2181.The modeled gravity was interpolated from observed gravity values.
 CK2181
 CK2181;                    North         East    Units  Estimated Accuracy
 CK2181;SPC SC       -    43,440.      635,790.      MT  (+/- 180 meters Scaled)
 CK2181
 CK2181                          SUPERSEDED SURVEY CONTROL
 CK2181
 CK2181  NGVD 29 (03/21/89)    3.767  (m)           12.36   (f) ADJUSTED    1 2
 CK2181
 CK2181.Superseded values are not recommended for survey control.
 CK2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2181.See file dsdata.txt to determine how the superseded data were derived.
 CK2181
 CK2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR261653(NAD 83)
 CK2181_MARKER: DB = BENCH MARK DISK
 CK2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2181_SP_SET: CONCRETE POST
 CK2181_STAMPING: VERT 7 038 1981
 CK2181_MARK LOGO: SCGS  
 CK2181_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2181
 CK2181  HISTORY     - Date     Condition        Report By
 CK2181  HISTORY     - 1981     MONUMENTED       SCGS
 CK2181  HISTORY     - 19980304 GOOD             USPSQD
 CK2181  HISTORY     - 19990108 GOOD             USPSQD
 CK2181
 CK2181                          STATION DESCRIPTION
 CK2181
 CK2181'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2181'IN HILTON HEAD ISLAND.
 CK2181'2.8 KILOMETERS (1.75 MILES) EAST ALONG STATE HIGHWAY 278 TO THE
 CK2181'ENTRANCE OF THE HILTON HEAD PLANTATION, THENCE 0.9 KILOMETER
 CK2181'(0.55 MILE) NORTH ALONG WHOOPING CRANE WAY TO A POND ON THE
 CK2181'LEFT AND A PUMPING STATION ON THE RIGHT, 10.8 METERS (35.5 FEET)
 CK2181'NORTH OF THE CENTER LINE OF THE ROAD TO THE PUMPING STATION,
 CK2181'15.5 METERS (51.0 FEET) EAST OF THE CENTER LINE OF WHOOPING CRANE
 CK2181'WAY, 10.0 METERS (33.0 FEET) NORTHWEST OF A WELL VENT PIPE, 3.2
 CK2181'METERS (10.5 FEET) SOUTHWEST OF A 25 INCH OAK TREE.
 CK2181'THE MARK IS 0.50 M BELOW ROAD.
 CK2181
 CK2181                          STATION RECOVERY (1998)
 CK2181
 CK2181'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2181'RECOVERED IN GOOD CONDITION.
 CK2181
 CK2181                          STATION RECOVERY (1999)
 CK2181
 CK2181'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2180 ***********************************************************************
 CK2180  DESIGNATION -  7 039
 CK2180  PID         -  CK2180
 CK2180  STATE/COUNTY-  SC/BEAUFORT
 CK2180  USGS QUAD   -  HILTON HEAD (1971)
 CK2180
 CK2180                         *CURRENT SURVEY CONTROL
 CK2180  ___________________________________________________________________
 CK2180* NAD 83(1986)-  32 14 03.     (N)    080 43 24.     (W)     SCALED    
 CK2180* NAVD 88     -         5.321  (meters)      17.46   (feet)  ADJUSTED  
 CK2180  ___________________________________________________________________
 CK2180  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2180  DYNAMIC HT  -           5.315 (meters)      17.44  (feet)  COMP
 CK2180  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 CK2180
 CK2180  VERT ORDER  -  FIRST     CLASS II
 CK2180
 CK2180.The horizontal coordinates were scaled from a topographic map and have
 CK2180.an estimated accuracy of +/- 6 seconds.
 CK2180
 CK2180.The orthometric height was determined by differential leveling
 CK2180.and adjusted by the National Geodetic Survey in June 1991..
 CK2180
 CK2180.The geoid height was determined by GEOID03.
 CK2180
 CK2180.The dynamic height is computed by dividing the NAVD 88
 CK2180.geopotential number by the normal gravity value computed on the
 CK2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2180.degrees latitude (g = 980.6199 gals.).
 CK2180
 CK2180.The modeled gravity was interpolated from observed gravity values.
 CK2180
 CK2180;                    North         East    Units  Estimated Accuracy
 CK2180;SPC SC       -    44,490.      635,680.      MT  (+/- 180 meters Scaled)
 CK2180
 CK2180                          SUPERSEDED SURVEY CONTROL
 CK2180
 CK2180  NGVD 29 (03/21/89)    5.602  (m)           18.38   (f) ADJUSTED    1 2
 CK2180
 CK2180.Superseded values are not recommended for survey control.
 CK2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2180.See file dsdata.txt to determine how the superseded data were derived.
 CK2180
 CK2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR260664(NAD 83)
 CK2180_MARKER: DB = BENCH MARK DISK
 CK2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2180_SP_SET: CONCRETE POST
 CK2180_STAMPING: VERT 7 039 1981
 CK2180_MARK LOGO: SCGS  
 CK2180_PROJECTION: FLUSH
 CK2180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2180
 CK2180  HISTORY     - Date     Condition        Report By
 CK2180  HISTORY     - 1981     MONUMENTED       SCGS
 CK2180  HISTORY     - 19980304 GOOD             USPSQD
 CK2180  HISTORY     - 19990111 GOOD             USPSQD
 CK2180
 CK2180                          STATION DESCRIPTION
 CK2180
 CK2180'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2180'IN HILTON HEAD ISLAND.
 CK2180'2.8 KILOMETERS (1.75 MILES) EAST ALONG STATE HIGHWAY 278 FROM
 CK2180'THE POST OFFICE ON HILTON HEAD ISLAND, TO THE ENTRANCE OF THE
 CK2180'HILTON HEAD PLANTATION, THENCE 2.6 KILOMETERS (1.65 MILES) NORTH
 CK2180'ALONG WHOOPING CRANE WAY (MAIN ROAD THROUGH PLANTATION) TO A SIDE
 CK2180'ROAD LEFT AND A POND, SET IN THE NORTH ANGLE OF THE INTERSECTION
 CK2180'NORTHWEST OF A LANDSCAPED AREA BETWEEN THE ROAD AND THE POND,
 CK2180'15.5 METERS (51.0 FEET) NORTHEAST OF THE CENTER LINE OF THE ROAD
 CK2180'LEFT, 18.3 METERS (60.0 FEET) NORTHWEST OF THE CENTER LINE OF
 CK2180'WHOOPING CRANE WAY, 13.7 METERS (45.0 FEET) WEST OF THE CENTER
 CK2180'OF A CULVERT HEADWALL, 1.70 METERS (5.4 FEET) SOUTH OF A 12
 CK2180'INCH PALMETTO TREE.
 CK2180'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2180
 CK2180                          STATION RECOVERY (1998)
 CK2180
 CK2180'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2180'RECOVERED IN GOOD CONDITION.
 CK2180
 CK2180                          STATION RECOVERY (1999)
 CK2180
 CK2180'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2031 ***********************************************************************
 CK2031  DESIGNATION -  7 040
 CK2031  PID         -  CK2031
 CK2031  STATE/COUNTY-  SC/BEAUFORT
 CK2031  USGS QUAD   -  BLUFFTON (1972)
 CK2031
 CK2031                         *CURRENT SURVEY CONTROL
 CK2031  ___________________________________________________________________
 CK2031* NAD 83(1986)-  32 13 19.     (N)    080 46 49.     (W)     SCALED    
 CK2031* NAVD 88     -         2.109  (meters)       6.92   (feet)  ADJUSTED  
 CK2031  ___________________________________________________________________
 CK2031  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK2031  DYNAMIC HT  -           2.107 (meters)       6.91  (feet)  COMP
 CK2031  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 CK2031
 CK2031  VERT ORDER  -  FIRST     CLASS II
 CK2031
 CK2031.The horizontal coordinates were scaled from a topographic map and have
 CK2031.an estimated accuracy of +/- 6 seconds.
 CK2031
 CK2031.The orthometric height was determined by differential leveling
 CK2031.and adjusted by the National Geodetic Survey in June 1991..
 CK2031
 CK2031.The geoid height was determined by GEOID03.
 CK2031
 CK2031.The dynamic height is computed by dividing the NAVD 88
 CK2031.geopotential number by the normal gravity value computed on the
 CK2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2031.degrees latitude (g = 980.6199 gals.).
 CK2031
 CK2031.The modeled gravity was interpolated from observed gravity values.
 CK2031
 CK2031;                    North         East    Units  Estimated Accuracy
 CK2031;SPC SC       -    43,120.      630,310.      MT  (+/- 180 meters Scaled)
 CK2031
 CK2031                          SUPERSEDED SURVEY CONTROL
 CK2031
 CK2031  NGVD 29 (03/21/89)    2.391  (m)            7.84   (f) ADJUSTED    1 2
 CK2031
 CK2031.Superseded values are not recommended for survey control.
 CK2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2031.See file dsdata.txt to determine how the superseded data were derived.
 CK2031
 CK2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR207650(NAD 83)
 CK2031_MARKER: DB = BENCH MARK DISK
 CK2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2031_SP_SET: CONCRETE POST
 CK2031_STAMPING: VERT 7 040 1981
 CK2031_MARK LOGO: SCGS  
 CK2031_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2031+STABILITY: SURFACE MOTION
 CK2031
 CK2031  HISTORY     - Date     Condition        Report By
 CK2031  HISTORY     - 1981     MONUMENTED       SCGS
 CK2031  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2031  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 CK2031
 CK2031                          STATION DESCRIPTION
 CK2031
 CK2031'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2031'IN HILTON HEAD ISLAND.
 CK2031'2.65 KILOMETERS (1.65 MILES) NORTHWEST ALONG U.S. HIGHWAY 278
 CK2031'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD, 0.3 KILOMETER
 CK2031'(0.15 MILE) BEFORE REACHING THE SOUTHEAST END OF THE NEW BRIDGE
 CK2031'OVER SKULL CREEK, SET ON THE WEST SIDE OF THE NEW AND OLD HIGHWAYS
 CK2031'IN FRONT OF A 10 FOOT HIGH WOODEN SIGN WITH A CONCRETE BASE FOR
 CK2031'SEA PINES VISITORS CENTER, THAT IS AT THE SOUTHEAST CORNER OF A
 CK2031'SWAMPY INLET, APPROXIMATELY 210.0 YARD SOUTH SOUTHEAST OF THE SOUTH
 CK2031'SOUTHEAST CORNER OF THE NEW BRIDGE, 23.6 METERS (77.5 FEET) WEST
 CK2031'SOUTHWEST OF THE CENTER LINE OF OLD ROUTE 278, 24.4 METERS (80.3 FEET)
 CK2031'NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE,
 CK2031'1.7 METERS (5.6 FEET) NORTH NORTHWEST OF THE EAST END OF THE BASE
 CK2031'OF THE SIGN, 1.8 METERS (6.0 FEET) SOUTHEAST OF A PLASTIC LIGHT
 CK2031'FIXTURE FOR THE SIGN.
 CK2031'THE MARK IS 1.0 M BELOW OLD 278.
 CK2031
 CK2031                          STATION RECOVERY (1990)
 CK2031
 CK2031'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMC)
 CK2031'MARK NOT FOUND.
 CK2031
 CK2031                          STATION RECOVERY (1996)
 CK2031
 CK2031'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2179 ***********************************************************************
 CK2179  DESIGNATION -  7 041
 CK2179  PID         -  CK2179
 CK2179  STATE/COUNTY-  SC/BEAUFORT
 CK2179  USGS QUAD   -  HILTON HEAD (1971)
 CK2179
 CK2179                         *CURRENT SURVEY CONTROL
 CK2179  ___________________________________________________________________
 CK2179* NAD 83(1986)-  32 14 37.     (N)    080 43 22.     (W)     SCALED    
 CK2179* NAVD 88     -         5.506  (meters)      18.06   (feet)  ADJUSTED  
 CK2179  ___________________________________________________________________
 CK2179  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2179  DYNAMIC HT  -           5.500 (meters)      18.04  (feet)  COMP
 CK2179  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 CK2179
 CK2179  VERT ORDER  -  FIRST     CLASS II
 CK2179
 CK2179.The horizontal coordinates were scaled from a topographic map and have
 CK2179.an estimated accuracy of +/- 6 seconds.
 CK2179
 CK2179.The orthometric height was determined by differential leveling
 CK2179.and adjusted by the National Geodetic Survey in June 1991..
 CK2179
 CK2179.The geoid height was determined by GEOID03.
 CK2179
 CK2179.The dynamic height is computed by dividing the NAVD 88
 CK2179.geopotential number by the normal gravity value computed on the
 CK2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2179.degrees latitude (g = 980.6199 gals.).
 CK2179
 CK2179.The modeled gravity was interpolated from observed gravity values.
 CK2179
 CK2179;                    North         East    Units  Estimated Accuracy
 CK2179;SPC SC       -    45,540.      635,730.      MT  (+/- 180 meters Scaled)
 CK2179
 CK2179                          SUPERSEDED SURVEY CONTROL
 CK2179
 CK2179  NGVD 29 (03/21/89)    5.787  (m)           18.99   (f) ADJUSTED    1 2
 CK2179
 CK2179.Superseded values are not recommended for survey control.
 CK2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2179.See file dsdata.txt to determine how the superseded data were derived.
 CK2179
 CK2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR261674(NAD 83)
 CK2179_MARKER: DB = BENCH MARK DISK
 CK2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2179_SP_SET: CONCRETE POST
 CK2179_STAMPING: VERT 7 041 1981
 CK2179_MARK LOGO: SCGS  
 CK2179_PROJECTION: FLUSH
 CK2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2179
 CK2179  HISTORY     - Date     Condition        Report By
 CK2179  HISTORY     - 1981     MONUMENTED       SCGS
 CK2179  HISTORY     - 19980304 GOOD             USPSQD
 CK2179  HISTORY     - 19990111 GOOD             USPSQD
 CK2179
 CK2179                          STATION DESCRIPTION
 CK2179
 CK2179'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2179'IN HILTON HEAD ISLAND.
 CK2179'2.8 KILOMETERS (1.75 MILES) EASTERLY ALONG STATE HIGHWAY 278 FROM
 CK2179'THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO THE
 CK2179'ENTRANCE OF THE HILTON HEAD PLANTATION, THENCE 3.4 KILOMETERS
 CK2179'(2.1 MILES) NORTH ALONG WHOOPING CRANE WAY TO HIGH BLUFF ROAD,
 CK2179'SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION, 8.4 METERS
 CK2179'(27.7 FEET) SOUTH SOUTHWEST OF THE CENTER OF A 24 INCH MAN HOLE
 CK2179'COVER, 11.1 METERS (36.6 FEET) EAST OF THE CENTER LINE OF
 CK2179'WHOOPING CRANE WAY, 9.5 METERS (31.3 FEET) SOUTH OF THE CENTER
 CK2179'LINE OF THE ENTRANCE ROAD TO HIGH BLUFF ROAD.
 CK2179'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2179
 CK2179                          STATION RECOVERY (1998)
 CK2179
 CK2179'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2179'RECOVERED IN GOOD CONDITION.
 CK2179
 CK2179                          STATION RECOVERY (1999)
 CK2179
 CK2179'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2178 ***********************************************************************
 CK2178  DESIGNATION -  7 042
 CK2178  PID         -  CK2178
 CK2178  STATE/COUNTY-  SC/BEAUFORT
 CK2178  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2178
 CK2178                         *CURRENT SURVEY CONTROL
 CK2178  ___________________________________________________________________
 CK2178* NAD 83(1986)-  32 15 07.     (N)    080 42 58.     (W)     SCALED    
 CK2178* NAVD 88     -         5.207  (meters)      17.08   (feet)  ADJUSTED  
 CK2178  ___________________________________________________________________
 CK2178  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2178  DYNAMIC HT  -           5.201 (meters)      17.06  (feet)  COMP
 CK2178  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 CK2178
 CK2178  VERT ORDER  -  FIRST     CLASS II
 CK2178
 CK2178.The horizontal coordinates were scaled from a topographic map and have
 CK2178.an estimated accuracy of +/- 6 seconds.
 CK2178
 CK2178.The orthometric height was determined by differential leveling
 CK2178.and adjusted by the National Geodetic Survey in June 1991..
 CK2178
 CK2178.The geoid height was determined by GEOID03.
 CK2178
 CK2178.The dynamic height is computed by dividing the NAVD 88
 CK2178.geopotential number by the normal gravity value computed on the
 CK2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2178.degrees latitude (g = 980.6199 gals.).
 CK2178
 CK2178.The modeled gravity was interpolated from observed gravity values.
 CK2178
 CK2178;                    North         East    Units  Estimated Accuracy
 CK2178;SPC SC       -    46,470.      636,350.      MT  (+/- 180 meters Scaled)
 CK2178
 CK2178                          SUPERSEDED SURVEY CONTROL
 CK2178
 CK2178  NGVD 29 (03/21/89)    5.488  (m)           18.01   (f) ADJUSTED    1 2
 CK2178
 CK2178.Superseded values are not recommended for survey control.
 CK2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2178.See file dsdata.txt to determine how the superseded data were derived.
 CK2178
 CK2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR267683(NAD 83)
 CK2178_MARKER: DB = BENCH MARK DISK
 CK2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2178_SP_SET: CONCRETE POST
 CK2178_STAMPING: VERT 7 042 1981
 CK2178_MARK LOGO: SCGS  
 CK2178_PROJECTION: FLUSH
 CK2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2178
 CK2178  HISTORY     - Date     Condition        Report By
 CK2178  HISTORY     - 1981     MONUMENTED       SCGS
 CK2178
 CK2178                          STATION DESCRIPTION
 CK2178
 CK2178'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2178'IN HILTON HEAD ISLAND.
 CK2178'2.8 KILOMETERS (1.75 MILES) EASTERLY ALONG STATE HIGHWAY 278
 CK2178'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO
 CK2178'THE ENTRANCE OF THE HILTON HEAD PLANTATION, THENCE 3.4 KILOMETERS
 CK2178'(2.1 MILES) NORTHERLY ALONG WHOOPING CRANE WAY, THENCE 0.3
 CK2178'KILOMETER (0.2 MILE) EAST ALONG HIGH BLUFF ROAD, THENCE 0.9
 CK2178'KILOMETER (0.55 MILE) NORTH ALONG MYRTLE BANK ROAD TO THE
 CK2178'JUNCTION OF TOWHEE ROAD ON THE LEFT, JUST BEFORE REACHING
 CK2178'A POND ON THE LEFT.  13.3 METERS (43.5 FEET) NORTH
 CK2178'NORTHWEST OF THE CENTER OF MYRTLE BANK ROAD, 10.0 METER
 CK2178'(33.0 FEET) EAST OF THE CENTER OF TOWHEE ROAD, 12.3
 CK2178'METERS (40.5 FEET) SOUTH SOUTHEAST OF A FIRE HYDRANT,
 CK2178'6.7 METERS (22.0 FEET) SOUTHWEST OF THE SOUTHWEST
 CK2178'END OF THE POND.
 CK2178'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2177 ***********************************************************************
 CK2177  DESIGNATION -  7 043
 CK2177  PID         -  CK2177
 CK2177  STATE/COUNTY-  SC/BEAUFORT
 CK2177  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2177
 CK2177                         *CURRENT SURVEY CONTROL
 CK2177  ___________________________________________________________________
 CK2177* NAD 83(1986)-  32 15 28.     (N)    080 42 46.     (W)     SCALED    
 CK2177* NAVD 88     -         5.185  (meters)      17.01   (feet)  ADJUSTED  
 CK2177  ___________________________________________________________________
 CK2177  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2177  DYNAMIC HT  -           5.179 (meters)      16.99  (feet)  COMP
 CK2177  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 CK2177
 CK2177  VERT ORDER  -  FIRST     CLASS II
 CK2177
 CK2177.The horizontal coordinates were scaled from a topographic map and have
 CK2177.an estimated accuracy of +/- 6 seconds.
 CK2177
 CK2177.The orthometric height was determined by differential leveling
 CK2177.and adjusted by the National Geodetic Survey in June 1991..
 CK2177
 CK2177.The geoid height was determined by GEOID03.
 CK2177
 CK2177.The dynamic height is computed by dividing the NAVD 88
 CK2177.geopotential number by the normal gravity value computed on the
 CK2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2177.degrees latitude (g = 980.6199 gals.).
 CK2177
 CK2177.The modeled gravity was interpolated from observed gravity values.
 CK2177
 CK2177;                    North         East    Units  Estimated Accuracy
 CK2177;SPC SC       -    47,110.      636,670.      MT  (+/- 180 meters Scaled)
 CK2177
 CK2177                          SUPERSEDED SURVEY CONTROL
 CK2177
 CK2177  NGVD 29 (03/21/89)    5.466  (m)           17.93   (f) ADJUSTED    1 2
 CK2177
 CK2177.Superseded values are not recommended for survey control.
 CK2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2177.See file dsdata.txt to determine how the superseded data were derived.
 CK2177
 CK2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR270690(NAD 83)
 CK2177_MARKER: DB = BENCH MARK DISK
 CK2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2177_SP_SET: CONCRETE POST
 CK2177_STAMPING: VERT 7 043 1981
 CK2177_MARK LOGO: SCGS  
 CK2177_PROJECTION: FLUSH
 CK2177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2177
 CK2177  HISTORY     - Date     Condition        Report By
 CK2177  HISTORY     - 1981     MONUMENTED       SCGS
 CK2177
 CK2177                          STATION DESCRIPTION
 CK2177
 CK2177'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2177'IN HILTON HEAD ISLAND.
 CK2177'0.3 KILOMETER (0.2 MILE) WESTERLY ALONG STATE HIGHWAY 278 FROM
 CK2177'THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, THENCE
 CK2177'2.7 KILOMETERS (1.65 MILES) NORTH ALONG COUNTY ROAD S 7 141 TO
 CK2177'THE NORTHWEST ENTRANCE OF THE HILTON HEAD PLANTATION, CONTINUE 2.6
 CK2177'KILOMETERS (1.60 MILES) NORTH ALONG SEABROOK DRIVE, THENCE 1.3
 CK2177'KILOMETERS (0.80 MILE) NORTHEAST ALONG DOLPHIN HEAD DRIVE TO THE
 CK2177'JUNCTION OF HIGH BLUFF ROAD, THENCE 0.6 KILOMETER (0.4 MILE) EAST
 CK2177'ALONG HIGH BLUFF ROAD TO THE JUNCTION OF TURRETT SHELL LANE, SET
 CK2177'IN THE NORTH ANLE OF THE INTERSECTION, BY THE ROAD NAME SIGN,
 CK2177'11.3 METERS (37.0 FEET) SOUTH SOUTHEAST OF A FIRE HYDRANT, 8.1
 CK2177'METERS (26.8 FEET) NORTHEAST OF THE CENTER LINE OF HIGH BLUFF
 CK2177'ROAD, 6.8 METERS (22.5 FEET) NORTHWEST OF THE CENTER LINE OF
 CK2177'TURRETT SHELL LANE, 1.8 METERS (6.0 FEET) SOUTH OF A TELEPHONE
 CK2177'JUNCTION BOX.
 CK2177'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2173 ***********************************************************************
 CK2173  DESIGNATION -  7 044
 CK2173  PID         -  CK2173
 CK2173  STATE/COUNTY-  SC/BEAUFORT
 CK2173  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2173
 CK2173                         *CURRENT SURVEY CONTROL
 CK2173  ___________________________________________________________________
 CK2173* NAD 83(1986)-  32 15 31.     (N)    080 43 13.     (W)     SCALED    
 CK2173* NAVD 88     -         4.622  (meters)      15.16   (feet)  ADJUSTED  
 CK2173  ___________________________________________________________________
 CK2173  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2173  DYNAMIC HT  -           4.617 (meters)      15.15  (feet)  COMP
 CK2173  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 CK2173
 CK2173  VERT ORDER  -  FIRST     CLASS II
 CK2173
 CK2173.The horizontal coordinates were scaled from a topographic map and have
 CK2173.an estimated accuracy of +/- 6 seconds.
 CK2173
 CK2173.The orthometric height was determined by differential leveling
 CK2173.and adjusted by the National Geodetic Survey in June 1991..
 CK2173
 CK2173.The geoid height was determined by GEOID03.
 CK2173
 CK2173.The dynamic height is computed by dividing the NAVD 88
 CK2173.geopotential number by the normal gravity value computed on the
 CK2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2173.degrees latitude (g = 980.6199 gals.).
 CK2173
 CK2173.The modeled gravity was interpolated from observed gravity values.
 CK2173
 CK2173;                    North         East    Units  Estimated Accuracy
 CK2173;SPC SC       -    47,200.      635,960.      MT  (+/- 180 meters Scaled)
 CK2173
 CK2173                          SUPERSEDED SURVEY CONTROL
 CK2173
 CK2173  NGVD 29 (03/21/89)    4.903  (m)           16.09   (f) ADJUSTED    1 2
 CK2173
 CK2173.Superseded values are not recommended for survey control.
 CK2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2173.See file dsdata.txt to determine how the superseded data were derived.
 CK2173
 CK2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR263691(NAD 83)
 CK2173_MARKER: DB = BENCH MARK DISK
 CK2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2173_SP_SET: CONCRETE POST
 CK2173_STAMPING: VERT 7 044 1981
 CK2173_MARK LOGO: SCGS  
 CK2173_PROJECTION: FLUSH
 CK2173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2173
 CK2173  HISTORY     - Date     Condition        Report By
 CK2173  HISTORY     - 1981     MONUMENTED       SCGS
 CK2173  HISTORY     - 19990111 GOOD             USPSQD
 CK2173
 CK2173                          STATION DESCRIPTION
 CK2173
 CK2173'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2173'IN HILTON HEAD ISLAND.
 CK2173'0.3 KILOMETER (0.2 MILE) WESTERLY ALONG STATE HIGHWAY 278 FROM
 CK2173'THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, THENCE
 CK2173'2.7 KILOMETERS (1.65 MILES) NORTH ALONG COUNTY ROAD S 7 141 TO
 CK2173'THE NORTHWEST ENTRANCE OF HILTON HEAD PLANTATION, CONTINUE 2.6
 CK2173'KILOMETERS (1.6 MILES) NORTHERLY ALONG SEABROOK DRIVE, THENCE
 CK2173'1.3 KILOMETERS (0.8 MILE) NORTHEAST ALONG DOLPHIN HEAD DRIVE TO
 CK2173'HIGH BLUFF ROAD ON THE RIGHT, CONTINUE 0.1 KILOMETER (0.05 MILE)
 CK2173'NORTH, SET ON THE RIGHT SIDE OF THE ROAD IN LINE WITH A STORM
 CK2173'DRAIN COVER, 12.2 METERS (40.0 FEET) EAST NORTHEAST OF THE CENTER
 CK2173'LINE OF THE ROAD, 15.6 METERS (51.4 FEET) NORTH OF A FIRE
 CK2173'HYDRANT, 8.9 METERS (19.5 FEET) EAST NORTHEAST OF A STORM DRAIN,
 CK2173'1.9 METERS (6.5 FEET) SOUTH OF A 12 INCH PINE TREE.
 CK2173'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2173
 CK2173                          STATION RECOVERY (1999)
 CK2173
 CK2173'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2174 ***********************************************************************
 CK2174  DESIGNATION -  7 045
 CK2174  PID         -  CK2174
 CK2174  STATE/COUNTY-  SC/BEAUFORT
 CK2174  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2174
 CK2174                         *CURRENT SURVEY CONTROL
 CK2174  ___________________________________________________________________
 CK2174* NAD 83(1986)-  32 16 03.     (N)    080 43 15.     (W)     SCALED    
 CK2174* NAVD 88     -         3.988  (meters)      13.08   (feet)  ADJUSTED  
 CK2174  ___________________________________________________________________
 CK2174  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2174  DYNAMIC HT  -           3.983 (meters)      13.07  (feet)  COMP
 CK2174  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 CK2174
 CK2174  VERT ORDER  -  FIRST     CLASS II
 CK2174
 CK2174.The horizontal coordinates were scaled from a topographic map and have
 CK2174.an estimated accuracy of +/- 6 seconds.
 CK2174
 CK2174.The orthometric height was determined by differential leveling
 CK2174.and adjusted by the National Geodetic Survey in June 1991..
 CK2174
 CK2174.The geoid height was determined by GEOID03.
 CK2174
 CK2174.The dynamic height is computed by dividing the NAVD 88
 CK2174.geopotential number by the normal gravity value computed on the
 CK2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2174.degrees latitude (g = 980.6199 gals.).
 CK2174
 CK2174.The modeled gravity was interpolated from observed gravity values.
 CK2174
 CK2174;                    North         East    Units  Estimated Accuracy
 CK2174;SPC SC       -    48,190.      635,910.      MT  (+/- 180 meters Scaled)
 CK2174
 CK2174                          SUPERSEDED SURVEY CONTROL
 CK2174
 CK2174  NGVD 29 (03/21/89)    4.269  (m)           14.01   (f) ADJUSTED    1 2
 CK2174
 CK2174.Superseded values are not recommended for survey control.
 CK2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2174.See file dsdata.txt to determine how the superseded data were derived.
 CK2174
 CK2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR262701(NAD 83)
 CK2174_MARKER: DB = BENCH MARK DISK
 CK2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2174_SP_SET: CONCRETE POST
 CK2174_STAMPING: VERT 7 045 1981
 CK2174_MARK LOGO: SCGS  
 CK2174_PROJECTION: FLUSH
 CK2174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2174
 CK2174  HISTORY     - Date     Condition        Report By
 CK2174  HISTORY     - 1981     MONUMENTED       SCGS
 CK2174
 CK2174                          STATION DESCRIPTION
 CK2174
 CK2174'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2174'IN HILTON HEAD ISLAND.
 CK2174'0.3 KILOMETER (0.2 MILE) WEST ALONG STATE HIGHWAY 278 FROM THE
 CK2174'POST OFFICE ON THE NORTH END OF HILTON HEAD, THENCE 2.7 KILOMETERS
 CK2174'(1.65 MILES) NORTH ALONG COUNTY ROAD S 7 141 TO THE NORTHWEST
 CK2174'ENTRANCE OF HILTON HEAD PLANTATING, CONTINUE 2.6 KILOMETERS (1.6
 CK2174'MILES) NORTH ALONG SEABROOK DRIVE, THENCE 2.4 KILOMETERS (1.5
 CK2174'MILES) NORTHEAST ALONG DOLPHIN HEAD DRIVE, TO DOLPHIN POINT
 CK2174'(A AREA ON THE LEFT, WHERE YOU FIRST SEE THE WATER), SET AT THE
 CK2174'NORTHWEST END OF THE OPEN AREA, IN A LOW SPOT CIRCLED BY TREES,
 CK2174'53.9 METERS (177.0 FEET) NORTH NORTHEAST OF THE CENTER LINE OF
 CK2174'DOLPHIN HEAD DRIVE AT A POINT WHERE A SAND ROAD LEADS NORTHWEST,
 CK2174'33.5 METERS (110.0 FEET) SOUTH SOUTHWEST OF THE TOP OF THE
 CK2174'BLUFF, 19.8 METERS (65.0 FEET) SOUTHEAST OF THE SOUTHWEST CORNER
 CK2174'OF A STORAGE SHED, 6.1 METERS (20.0 FEET) NORTHWEST OF A 30 INCH
 CK2174'LIVE OAK TREE.
 CK2174'THE MARK IS 1.00 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2172 ***********************************************************************
 CK2172  DESIGNATION -  7 046
 CK2172  PID         -  CK2172
 CK2172  STATE/COUNTY-  SC/BEAUFORT
 CK2172  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2172
 CK2172                         *CURRENT SURVEY CONTROL
 CK2172  ___________________________________________________________________
 CK2172* NAD 83(1986)-  32 15 03.     (N)    080 43 50.     (W)     SCALED    
 CK2172* NAVD 88     -         2.093  (meters)       6.87   (feet)  ADJUSTED  
 CK2172  ___________________________________________________________________
 CK2172  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2172  DYNAMIC HT  -           2.090 (meters)       6.86  (feet)  COMP
 CK2172  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 CK2172
 CK2172  VERT ORDER  -  FIRST     CLASS II
 CK2172
 CK2172.The horizontal coordinates were scaled from a topographic map and have
 CK2172.an estimated accuracy of +/- 6 seconds.
 CK2172
 CK2172.The orthometric height was determined by differential leveling
 CK2172.and adjusted by the National Geodetic Survey in June 1991..
 CK2172
 CK2172.The geoid height was determined by GEOID03.
 CK2172
 CK2172.The dynamic height is computed by dividing the NAVD 88
 CK2172.geopotential number by the normal gravity value computed on the
 CK2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2172.degrees latitude (g = 980.6199 gals.).
 CK2172
 CK2172.The modeled gravity was interpolated from observed gravity values.
 CK2172
 CK2172;                    North         East    Units  Estimated Accuracy
 CK2172;SPC SC       -    46,340.      634,990.      MT  (+/- 180 meters Scaled)
 CK2172
 CK2172                          SUPERSEDED SURVEY CONTROL
 CK2172
 CK2172  NGVD 29 (03/21/89)    2.373  (m)            7.79   (f) ADJUSTED    1 2
 CK2172
 CK2172.Superseded values are not recommended for survey control.
 CK2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2172.See file dsdata.txt to determine how the superseded data were derived.
 CK2172
 CK2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR253682(NAD 83)
 CK2172_MARKER: DB = BENCH MARK DISK
 CK2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2172_SP_SET: CONCRETE POST
 CK2172_STAMPING: VERT 7 046 1981
 CK2172_MARK LOGO: SCGS  
 CK2172_PROJECTION: FLUSH
 CK2172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2172
 CK2172  HISTORY     - Date     Condition        Report By
 CK2172  HISTORY     - 1981     MONUMENTED       SCGS
 CK2172  HISTORY     - 19970304 GOOD             USPSQD
 CK2172  HISTORY     - 19990111 GOOD             USPSQD
 CK2172
 CK2172                          STATION DESCRIPTION
 CK2172
 CK2172'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2172'IN HILTON HEAD ISLAND.
 CK2172'0.3 KILOMETER (0.2 MILE) WESTERLY ALONG STATE HIGHWAY 278 FROM
 CK2172'THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, THENCE
 CK2172'2.7 KILOMETERS (1.65 MILES) NORTH ALONG COUNTY ROAD S 7 141 TO
 CK2172'THE NORTHWEST ENTRANCE OF HILTON HEAD PLANTATION, CONTINUE 2.6
 CK2172'KILOMETERS (1.60 MILES) NORTH ALONG SEABROOK DRIVE TO A FORK,
 CK2172'TAKE LEFT FORK AND GO 0.2 KILOMETER (0.1 MILE) TO A LAKE AND A
 CK2172'WELL HEAD ON THE LEFT, SET 13.6 METERS (44.7 FEET) EAST NORTHEAST
 CK2172'OF THE CENTER OF THE LARGE ROUND CONCRETE WELL HEAD, 9.2 METERS
 CK2172'(30.5 FEET) SOUTH SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CK2172'2.4 METERS (8.0 FEET) NORTH NORTHWEST OF A 15 INCH MAPLE TREE.
 CK2172'THE MARK IS 0.60 M BELOW ROAD.
 CK2172
 CK2172                          STATION RECOVERY (1997)
 CK2172
 CK2172'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK2172'RECOVERED IN GOOD CONDITION.
 CK2172
 CK2172                          STATION RECOVERY (1999)
 CK2172
 CK2172'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2171 ***********************************************************************
 CK2171  DESIGNATION -  7 047
 CK2171  PID         -  CK2171
 CK2171  STATE/COUNTY-  SC/BEAUFORT
 CK2171  USGS QUAD   -  HILTON HEAD (1971)
 CK2171
 CK2171                         *CURRENT SURVEY CONTROL
 CK2171  ___________________________________________________________________
 CK2171* NAD 83(1986)-  32 14 49.     (N)    080 43 55.     (W)     SCALED    
 CK2171* NAVD 88     -         4.371  (meters)      14.34   (feet)  ADJUSTED  
 CK2171  ___________________________________________________________________
 CK2171  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2171  DYNAMIC HT  -           4.366 (meters)      14.32  (feet)  COMP
 CK2171  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 CK2171
 CK2171  VERT ORDER  -  FIRST     CLASS II
 CK2171
 CK2171.The horizontal coordinates were scaled from a topographic map and have
 CK2171.an estimated accuracy of +/- 6 seconds.
 CK2171
 CK2171.The orthometric height was determined by differential leveling
 CK2171.and adjusted by the National Geodetic Survey in June 1991..
 CK2171
 CK2171.The geoid height was determined by GEOID03.
 CK2171
 CK2171.The dynamic height is computed by dividing the NAVD 88
 CK2171.geopotential number by the normal gravity value computed on the
 CK2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2171.degrees latitude (g = 980.6199 gals.).
 CK2171
 CK2171.The modeled gravity was interpolated from observed gravity values.
 CK2171
 CK2171;                    North         East    Units  Estimated Accuracy
 CK2171;SPC SC       -    45,910.      634,860.      MT  (+/- 180 meters Scaled)
 CK2171
 CK2171                          SUPERSEDED SURVEY CONTROL
 CK2171
 CK2171  NGVD 29 (03/21/89)    4.652  (m)           15.26   (f) ADJUSTED    1 2
 CK2171
 CK2171.Superseded values are not recommended for survey control.
 CK2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2171.See file dsdata.txt to determine how the superseded data were derived.
 CK2171
 CK2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR252678(NAD 83)
 CK2171_MARKER: DB = BENCH MARK DISK
 CK2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2171_SP_SET: CONCRETE POST
 CK2171_STAMPING: VERT 7 047 1981
 CK2171_MARK LOGO: SCGS  
 CK2171_PROJECTION: FLUSH
 CK2171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2171
 CK2171  HISTORY     - Date     Condition        Report By
 CK2171  HISTORY     - 1981     MONUMENTED       SCGS
 CK2171  HISTORY     - 19990111 GOOD             USPSQD
 CK2171
 CK2171                          STATION DESCRIPTION
 CK2171
 CK2171'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2171'IN HILTON HEAD ISLAND.
 CK2171'0.3 KILOMETER (0.2 MILE) WESTERLY ALONG STATE HIGHWAY 278 FROM
 CK2171'THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, THENCE
 CK2171'2.7 KILOMETERS (1.65 MILES) NORTH ALONG COUNTY ROAD S 7 141 TO
 CK2171'THE NORTHWEST ENTRANCE GATE OF THE HILTON HEAD PLANTATION, CONTINUE
 CK2171'1.8 KILOMETERS (1.1 MILES) NORTH ALONG SEABROOK DRIVE TO THE
 CK2171'SEABROOK FIRE DEPARTMENT ON THE RIGHT, SET BY A LIGHT POLE LEFT
 CK2171'AND IN FRONT OF THE FIRE DEPARTMENT BUILDING, 57.9 METERS (190.0
 CK2171'FEET) SOUTH OF THE CENTER LINE OF THE ROAD, 6.4 METERS (21.0 FEET)
 CK2171'NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE FIRE HOUSE,
 CK2171'0.9 METERS (3.0 FEET) NORTH OF THE LIGHT POLE.
 CK2171'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 CK2171
 CK2171                          STATION RECOVERY (1999)
 CK2171
 CK2171'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2170 ***********************************************************************
 CK2170  DESIGNATION -  7 048
 CK2170  PID         -  CK2170
 CK2170  STATE/COUNTY-  SC/BEAUFORT
 CK2170  USGS QUAD   -  HILTON HEAD (1971)
 CK2170
 CK2170                         *CURRENT SURVEY CONTROL
 CK2170  ___________________________________________________________________
 CK2170* NAD 83(1986)-  32 14 40.     (N)    080 44 29.     (W)     SCALED    
 CK2170* NAVD 88     -         4.255  (meters)      13.96   (feet)  ADJUSTED  
 CK2170  ___________________________________________________________________
 CK2170  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2170  DYNAMIC HT  -           4.250 (meters)      13.94  (feet)  COMP
 CK2170  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 CK2170
 CK2170  VERT ORDER  -  FIRST     CLASS II
 CK2170
 CK2170.The horizontal coordinates were scaled from a topographic map and have
 CK2170.an estimated accuracy of +/- 6 seconds.
 CK2170
 CK2170.The orthometric height was determined by differential leveling
 CK2170.and adjusted by the National Geodetic Survey in June 1991..
 CK2170
 CK2170.The geoid height was determined by GEOID03.
 CK2170
 CK2170.The dynamic height is computed by dividing the NAVD 88
 CK2170.geopotential number by the normal gravity value computed on the
 CK2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2170.degrees latitude (g = 980.6199 gals.).
 CK2170
 CK2170.The modeled gravity was interpolated from observed gravity values.
 CK2170
 CK2170;                    North         East    Units  Estimated Accuracy
 CK2170;SPC SC       -    45,630.      633,970.      MT  (+/- 180 meters Scaled)
 CK2170
 CK2170                          SUPERSEDED SURVEY CONTROL
 CK2170
 CK2170  NGVD 29 (03/21/89)    4.536  (m)           14.88   (f) ADJUSTED    1 2
 CK2170
 CK2170.Superseded values are not recommended for survey control.
 CK2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2170.See file dsdata.txt to determine how the superseded data were derived.
 CK2170
 CK2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR243675(NAD 83)
 CK2170_MARKER: DB = BENCH MARK DISK
 CK2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2170_SP_SET: CONCRETE POST
 CK2170_STAMPING: VERT 7 048 1981
 CK2170_MARK LOGO: SCGS  
 CK2170_PROJECTION: FLUSH
 CK2170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2170
 CK2170  HISTORY     - Date     Condition        Report By
 CK2170  HISTORY     - 1981     MONUMENTED       SCGS
 CK2170  HISTORY     - 19980304 GOOD             USPSQD
 CK2170  HISTORY     - 19990111 GOOD             USPSQD
 CK2170
 CK2170                          STATION DESCRIPTION
 CK2170
 CK2170'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2170'IN HILTON HEAD ISLAND.
 CK2170'0.3 KILOMETER (0.2 MILE) WEST ALONG STATE HIGHWAY 278 FROM
 CK2170'THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND,
 CK2170'THENCE 2.7 KILOMETERS (1.65 MILES) NORTH ALONG COUNTY ROAD
 CK2170'S 7 141 TO THE NORTHWEST ENTRANCE GATE OF THE HILTON HEAD
 CK2170'PLANTATION, CONTINUE 0.7 KILOMETER (0.45 MILE) NORTHERLY ALONG
 CK2170'SEABROOK DRIVE, SET BY A POWER POLE ACROSS THE ROAD FROM SKULL
 CK2170'CREEK DRIVE, 9.2 METERS (30.5 FEET) EAST OF THE CENTER LINE
 CK2170'OF SEABROOK DRIVE, 12.8 METERS (42.0 FEET) NORTH OF THE EXTENDED
 CK2170'CENTER LINE OF SKULL CREEK DRIVE, 2.1 METERS (7.0 FEET) WEST OF A WOOD
 CK2170'FENCE LINE, 2.2 METERS (7.5 FEET) SOUTH OF THE POWER LINE POLE.
 CK2170'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2170
 CK2170                          STATION RECOVERY (1998)
 CK2170
 CK2170'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2170'RECOVERED IN GOOD CONDITION.
 CK2170
 CK2170                          STATION RECOVERY (1999)
 CK2170
 CK2170'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2039 ***********************************************************************
 CK2039  DESIGNATION -  7 049
 CK2039  PID         -  CK2039
 CK2039  STATE/COUNTY-  SC/BEAUFORT
 CK2039  USGS QUAD   -  HILTON HEAD (1971)
 CK2039
 CK2039                         *CURRENT SURVEY CONTROL
 CK2039  ___________________________________________________________________
 CK2039* NAD 83(1986)-  32 12 51.     (N)    080 44 52.     (W)     SCALED    
 CK2039* NAVD 88     -         2.169  (meters)       7.12   (feet)  ADJUSTED  
 CK2039  ___________________________________________________________________
 CK2039  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2039  DYNAMIC HT  -           2.166 (meters)       7.11  (feet)  COMP
 CK2039  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 CK2039
 CK2039  VERT ORDER  -  FIRST     CLASS II
 CK2039
 CK2039.The horizontal coordinates were scaled from a topographic map and have
 CK2039.an estimated accuracy of +/- 6 seconds.
 CK2039
 CK2039.The orthometric height was determined by differential leveling
 CK2039.and adjusted by the National Geodetic Survey in June 1991..
 CK2039
 CK2039.The geoid height was determined by GEOID03.
 CK2039
 CK2039.The dynamic height is computed by dividing the NAVD 88
 CK2039.geopotential number by the normal gravity value computed on the
 CK2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2039.degrees latitude (g = 980.6199 gals.).
 CK2039
 CK2039.The modeled gravity was interpolated from observed gravity values.
 CK2039
 CK2039;                    North         East    Units  Estimated Accuracy
 CK2039;SPC SC       -    42,270.      633,380.      MT  (+/- 180 meters Scaled)
 CK2039
 CK2039                          SUPERSEDED SURVEY CONTROL
 CK2039
 CK2039  NGVD 29 (03/21/89)    2.450  (m)            8.04   (f) ADJUSTED    1 2
 CK2039
 CK2039.Superseded values are not recommended for survey control.
 CK2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2039.See file dsdata.txt to determine how the superseded data were derived.
 CK2039
 CK2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR237642(NAD 83)
 CK2039_MARKER: DD = SURVEY DISK
 CK2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2039_SP_SET: CONCRETE POST
 CK2039_STAMPING: VERT 7 049 1981
 CK2039_MARK LOGO: SCGS  
 CK2039_PROJECTION: FLUSH
 CK2039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2039+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 CK2039
 CK2039  HISTORY     - Date     Condition        Report By
 CK2039  HISTORY     - 1981     MONUMENTED       SCGS
 CK2039  HISTORY     - 1982     GOOD             SCGS
 CK2039  HISTORY     - 1990     GOOD             USPSQD
 CK2039  HISTORY     - 19960611 GOOD             USPSQD
 CK2039  HISTORY     - 19970311 GOOD             USPSQD
 CK2039  HISTORY     - 20030513 GOOD             SCGS
 CK2039
 CK2039                          STATION DESCRIPTION
 CK2039
 CK2039'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2039'IN HILTON HEAD ISLAND.
 CK2039'0.3 KILOMETER (0.15 MILE) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2039'POST OFFICE ON THE NORTH END OF HILTON HEAD, THENCE 0.1 KILOMETER
 CK2039'(0.5 MILE) SOUTH ALONG COUNTY ROAD S-7-79, TO A SIDE ROAD RIGHT
 CK2039'THAT LEADS TO THE STATE HIGHWAY SECTION SHED, SET 13.4 METERS
 CK2039'(44.0 FEET) WEST OF THE CENTER OF COUNTY ROAD S-7-79, 1.4
 CK2039'METERS (4.6 FEET) NORTHEAST OF THE EAST CORNER OF A 6 FOOT HIGH
 CK2039'CHAIN LINK FENCE, 10.4 METERS (34.0 FEET) NORTH OF THE CENTER OF A
 CK2039'SIDE ROAD, 0.9 METER (3.0 FEET) WEST OF A TELEPHONE JUNCTION BOX
 CK2039'POLE WITH A METAL WITNESS SIGN.
 CK2039'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2039
 CK2039                          STATION RECOVERY (1982)
 CK2039
 CK2039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2039'RECOVERED IN GOOD CONDITION.
 CK2039
 CK2039                          STATION RECOVERY (1990)
 CK2039
 CK2039'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2039'RECOVERED IN GOOD CONDITION.
 CK2039
 CK2039                          STATION RECOVERY (1996)
 CK2039
 CK2039'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2039'RECOVERED IN GOOD CONDITION.
 CK2039
 CK2039                          STATION RECOVERY (1997)
 CK2039
 CK2039'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK2039'RECOVERED IN GOOD CONDITION.
 CK2039
 CK2039                          STATION RECOVERY (2003)
 CK2039
 CK2039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2039'STATION IS LOCATED ON HILTON HEAD ISLAND, 15.6 MILES SOUTH SOUTHWEST
 CK2039'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2039'191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE STATION
 CK2039'FROM THE JUNCTION U.S. HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK2039'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK2039'SOUTHEAST ON HIGHWAY 278 BUSINESS FOR 0.55 MILE TO THE JUNCTION OF
 CK2039'SPANISH WELLS  ROAD, TURN LEFT ON SPANISH WELLS ROAD FOR 0.1 MILE TO
 CK2039'THE STATION ON THE RIGHT NEAR A  TELEPHONE JUNCTION BOX IN THE
 CK2039'NORTHWEST ANGLE OF THE JUNCTION OF HUMANE WAY  (TO SCDOT SECTION
 CK2039'SHED). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 CK2039'THE ROADS,  34.7 FEET NORTH NORTHWEST OF THE CENTER OF HUMANE WAY,
 CK2039'21.2 FEET WEST OF  THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT
 CK2039'BENEATH HUMANE WAY, 43.6  FEET WEST OF THE CENTER OF SPANISH WELLS
 CK2039'ROAD, 3.4 FEET WEST SOUTHWEST OF  THE TELEPHONE JUNCTION BOX NUMBER
 CK2039'30123/1, 30.7 FEET SOUTHWEST OF THE SOUTH  END OF A 1.2-FOOT CONCRETE
 CK2039'PIPE CULVERT BENEATH A DRIVEWAY LEADING TO TWIN OAKS OFFICE  CENTER.
 CK2039'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2040 ***********************************************************************
 CK2040  DESIGNATION -  7 050
 CK2040  PID         -  CK2040
 CK2040  STATE/COUNTY-  SC/BEAUFORT
 CK2040  USGS QUAD   -  BLUFFTON (1972)
 CK2040
 CK2040                         *CURRENT SURVEY CONTROL
 CK2040  ___________________________________________________________________
 CK2040* NAD 83(1986)-  32 12 16.     (N)    080 45 02.     (W)     SCALED    
 CK2040* NAVD 88     -         2.607  (meters)       8.55   (feet)  ADJUSTED  
 CK2040  ___________________________________________________________________
 CK2040  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2040  DYNAMIC HT  -           2.604 (meters)       8.54  (feet)  COMP
 CK2040  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 CK2040
 CK2040  VERT ORDER  -  FIRST     CLASS II
 CK2040
 CK2040.The horizontal coordinates were scaled from a topographic map and have
 CK2040.an estimated accuracy of +/- 6 seconds.
 CK2040
 CK2040.The orthometric height was determined by differential leveling
 CK2040.and adjusted by the National Geodetic Survey in June 1991..
 CK2040
 CK2040.The geoid height was determined by GEOID03.
 CK2040
 CK2040.The dynamic height is computed by dividing the NAVD 88
 CK2040.geopotential number by the normal gravity value computed on the
 CK2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2040.degrees latitude (g = 980.6199 gals.).
 CK2040
 CK2040.The modeled gravity was interpolated from observed gravity values.
 CK2040
 CK2040;                    North         East    Units  Estimated Accuracy
 CK2040;SPC SC       -    41,190.      633,120.      MT  (+/- 180 meters Scaled)
 CK2040
 CK2040                          SUPERSEDED SURVEY CONTROL
 CK2040
 CK2040  NGVD 29 (03/21/89)    2.888  (m)            9.47   (f) ADJUSTED    1 2
 CK2040
 CK2040.Superseded values are not recommended for survey control.
 CK2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2040.See file dsdata.txt to determine how the superseded data were derived.
 CK2040
 CK2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR235631(NAD 83)
 CK2040_MARKER: DB = BENCH MARK DISK
 CK2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2040_SP_SET: CONCRETE POST
 CK2040_STAMPING: VERT 7 050 SCGS
 CK2040_MARK LOGO: SCGS  
 CK2040_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2040
 CK2040  HISTORY     - Date     Condition        Report By
 CK2040  HISTORY     - 1981     MONUMENTED       SCGS
 CK2040  HISTORY     - 1990     GOOD             USPSQD
 CK2040  HISTORY     - 19960611 GOOD             USPSQD
 CK2040
 CK2040                          STATION DESCRIPTION
 CK2040
 CK2040'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2040'IN HILTON HEAD ISLAND.
 CK2040'0.3 KILOMETER (0.15 MILE) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2040'POST OFFICE ON THE NORTH END OF HILTON HEAD, THENCE 1.3 KILOMETERS
 CK2040'(0.8 MILE) SOUTH ALONG COUNTY ROAD S-7-79 TO THE NEW CHURCH OF
 CK2040'CHRIST CHURCH, SET 11.1 METERS (36.5 FEET) SOUTHEAST OF THE CENTER
 CK2040'OF THE ROAD, 18.4 METERS (60.5 FEET) OF THE CENTER OF THE MOST
 CK2040'NORTHERLY DRIVEWAY TO THE CHURCH WHICH IS DIRECTLY ACROSS THE ROAD
 CK2040'FROM A SAND ROAD LEADING NORTHWEST, 4.6 METERS (15.0 FEET) NORTH
 CK2040'OF 15 INCH PINE TREE.
 CK2040'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CK2040'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2040
 CK2040                          STATION RECOVERY (1990)
 CK2040
 CK2040'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2040'RECOVERED IN GOOD CONDITION.
 CK2040
 CK2040                          STATION RECOVERY (1996)
 CK2040
 CK2040'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2050 ***********************************************************************
 CK2050  DESIGNATION -  7 052
 CK2050  PID         -  CK2050
 CK2050  STATE/COUNTY-  SC/BEAUFORT
 CK2050  USGS QUAD   -  HILTON HEAD (1971)
 CK2050
 CK2050                         *CURRENT SURVEY CONTROL
 CK2050  ___________________________________________________________________
 CK2050* NAD 83(1986)-  32 12 52.     (N)    080 44 01.     (W)     SCALED    
 CK2050* NAVD 88     -         4.053  (meters)      13.30   (feet)  ADJUSTED  
 CK2050  ___________________________________________________________________
 CK2050  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2050  DYNAMIC HT  -           4.049 (meters)      13.28  (feet)  COMP
 CK2050  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CK2050
 CK2050  VERT ORDER  -  FIRST     CLASS II
 CK2050
 CK2050.The horizontal coordinates were scaled from a topographic map and have
 CK2050.an estimated accuracy of +/- 6 seconds.
 CK2050
 CK2050.The orthometric height was determined by differential leveling
 CK2050.and adjusted by the National Geodetic Survey in June 1991..
 CK2050
 CK2050.The geoid height was determined by GEOID03.
 CK2050
 CK2050.The dynamic height is computed by dividing the NAVD 88
 CK2050.geopotential number by the normal gravity value computed on the
 CK2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2050.degrees latitude (g = 980.6199 gals.).
 CK2050
 CK2050.The modeled gravity was interpolated from observed gravity values.
 CK2050
 CK2050;                    North         East    Units  Estimated Accuracy
 CK2050;SPC SC       -    42,300.      634,720.      MT  (+/- 180 meters Scaled)
 CK2050
 CK2050                          SUPERSEDED SURVEY CONTROL
 CK2050
 CK2050  NGVD 29 (03/21/89)    4.335  (m)           14.22   (f) ADJUSTED    1 2
 CK2050
 CK2050.Superseded values are not recommended for survey control.
 CK2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2050.See file dsdata.txt to determine how the superseded data were derived.
 CK2050
 CK2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR251642(NAD 83)
 CK2050_MARKER: DB = BENCH MARK DISK
 CK2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2050_SP_SET: CONCRETE POST
 CK2050_STAMPING: VERT 7 052 1981
 CK2050_MARK LOGO: SCGS  
 CK2050_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2050
 CK2050  HISTORY     - Date     Condition        Report By
 CK2050  HISTORY     - 1981     MONUMENTED       SCGS
 CK2050  HISTORY     - 1982     GOOD             SCGS
 CK2050  HISTORY     - 1990     GOOD             USPSQD
 CK2050  HISTORY     - 19980304 GOOD             USPSQD
 CK2050  HISTORY     - 19990109 GOOD             USPSQD
 CK2050
 CK2050                          STATION DESCRIPTION
 CK2050
 CK2050'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2050'IN HILTON HEAD ISLAND.
 CK2050'1.6 KILOMETER (1.0 MILE) EAST ALONG U.S. HIGHWAY 278 FROM THE POST
 CK2050'OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO A CROSSROAD, SET
 CK2050'AT A WIRE FENCE CORNER IN THE SOUTH ANGLE OF THE INTERSECTION,
 CK2050'15.0 METERS (49.3 FEET) SOUTH SOUTHWEST OF THE CENTER LINE OF THE
 CK2050'EAST BOUND LANE OF HIGHWAY 278, 4.6 METERS (15.0 FEET) EAST SOUTHEAST
 CK2050'OF THE CENTER OF THE DIRT ROAD LEADING SOUTH, 0.3 METER (1.0 FOOT)
 CK2050'NORTH NORTHEAST OF THE WIRE FENCE, 2.9 METERS (9.5 FEET) NORTH
 CK2050'NORTHEAST OF A 30 INCH PINE TREE.
 CK2050'THE MARK IS 1.5 METERS  ENE FROM A WITNESS POST.
 CK2050'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2050
 CK2050                          STATION RECOVERY (1982)
 CK2050
 CK2050'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2050'RECOVERED IN GOOD CONDITION.
 CK2050
 CK2050                          STATION RECOVERY (1990)
 CK2050
 CK2050'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2050'RECOVERED IN GOOD CONDITION.
 CK2050
 CK2050                          STATION RECOVERY (1998)
 CK2050
 CK2050'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2050'RECOVERED IN GOOD CONDITION.
 CK2050
 CK2050                          STATION RECOVERY (1999)
 CK2050
 CK2050'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2052 ***********************************************************************
 CK2052  DESIGNATION -  7 053
 CK2052  PID         -  CK2052
 CK2052  STATE/COUNTY-  SC/BEAUFORT
 CK2052  USGS QUAD   -  HILTON HEAD (1971)
 CK2052
 CK2052                         *CURRENT SURVEY CONTROL
 CK2052  ___________________________________________________________________
 CK2052* NAD 83(1986)-  32 13 39.     (N)    080 42 03.     (W)     SCALED    
 CK2052* NAVD 88     -         5.430  (meters)      17.81   (feet)  ADJUSTED  
 CK2052  ___________________________________________________________________
 CK2052  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2052  DYNAMIC HT  -           5.424 (meters)      17.80  (feet)  COMP
 CK2052  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 CK2052
 CK2052  VERT ORDER  -  FIRST     CLASS II
 CK2052
 CK2052.The horizontal coordinates were scaled from a topographic map and have
 CK2052.an estimated accuracy of +/- 6 seconds.
 CK2052
 CK2052.The orthometric height was determined by differential leveling
 CK2052.and adjusted by the National Geodetic Survey in June 1991..
 CK2052
 CK2052.The geoid height was determined by GEOID03.
 CK2052
 CK2052.The dynamic height is computed by dividing the NAVD 88
 CK2052.geopotential number by the normal gravity value computed on the
 CK2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2052.degrees latitude (g = 980.6199 gals.).
 CK2052
 CK2052.The modeled gravity was interpolated from observed gravity values.
 CK2052
 CK2052;                    North         East    Units  Estimated Accuracy
 CK2052;SPC SC       -    43,760.      637,800.      MT  (+/- 180 meters Scaled)
 CK2052
 CK2052                          SUPERSEDED SURVEY CONTROL
 CK2052
 CK2052  NGVD 29 (03/21/89)    5.712  (m)           18.74   (f) ADJUSTED    1 2
 CK2052
 CK2052.Superseded values are not recommended for survey control.
 CK2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2052.See file dsdata.txt to determine how the superseded data were derived.
 CK2052
 CK2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR281656(NAD 83)
 CK2052_MARKER: DB = BENCH MARK DISK
 CK2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2052_SP_SET: CONCRETE POST
 CK2052_STAMPING: VERT 7 053
 CK2052_MARK LOGO: SCGS  
 CK2052_PROJECTION: FLUSH
 CK2052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2052
 CK2052  HISTORY     - Date     Condition        Report By
 CK2052  HISTORY     - 1981     MONUMENTED       SCGS
 CK2052  HISTORY     - 19980304 GOOD             USPSQD
 CK2052  HISTORY     - 19990109 GOOD             USPSQD
 CK2052
 CK2052                          STATION DESCRIPTION
 CK2052
 CK2052'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2052'IN HILTON HEAD ISLAND.
 CK2052'3.4 KILOMETERS (2.15 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2052'POST OFFICE ON THE NORTH END OF HILTON HEAD, THENCE 1.0 KILOMETER
 CK2052'(0.6 MILE) NORTHEAST ALONG COUNTY ROAD S-7-44, THENCE 1.0 KILOMETER
 CK2052'(0.6 MILE) NORTHEAST ALONG COUNTY ROAD S-7-333, TO THE QUEENS CHAPLE
 CK2052'CHURCH ON THE RIGHT, SET BY A LIGHT POLE AT THE WEST CORNER OF THE
 CK2052'CHURCH, 15.2 METERS (50.0 FEET) NORTH NORTHWEST OF A 35 INCH OAK
 CK2052'TREE, 11.7 METERS (38.5 FEET) SOUTHEAST OF THE CENTER OF THE ROAD,
 CK2052'5.0 METERS (16.4 FEET) WEST OF THE WEST CORNER OF THE CHURCH,
 CK2052'0.5 METER (1.7 FEET) NORTHEAST OF THE LIGHT POLE WITH A WITNESS
 CK2052'SIGN.
 CK2052'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2052
 CK2052                          STATION RECOVERY (1998)
 CK2052
 CK2052'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2052'RECOVERED IN GOOD CONDITION.
 CK2052
 CK2052                          STATION RECOVERY (1999)
 CK2052
 CK2052'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2053 ***********************************************************************
 CK2053  DESIGNATION -  7 054
 CK2053  PID         -  CK2053
 CK2053  STATE/COUNTY-  SC/BEAUFORT
 CK2053  USGS QUAD   -  HILTON HEAD (1971)
 CK2053
 CK2053                         *CURRENT SURVEY CONTROL
 CK2053  ___________________________________________________________________
 CK2053* NAD 83(1986)-  32 14 03.     (N)    080 41 30.     (W)     SCALED    
 CK2053* NAVD 88     -         5.106  (meters)      16.75   (feet)  ADJUSTED  
 CK2053  ___________________________________________________________________
 CK2053  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2053  DYNAMIC HT  -           5.100 (meters)      16.73  (feet)  COMP
 CK2053  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 CK2053
 CK2053  VERT ORDER  -  FIRST     CLASS II
 CK2053
 CK2053.The horizontal coordinates were scaled from a topographic map and have
 CK2053.an estimated accuracy of +/- 6 seconds.
 CK2053
 CK2053.The orthometric height was determined by differential leveling
 CK2053.and adjusted by the National Geodetic Survey in June 1991..
 CK2053
 CK2053.The geoid height was determined by GEOID03.
 CK2053
 CK2053.The dynamic height is computed by dividing the NAVD 88
 CK2053.geopotential number by the normal gravity value computed on the
 CK2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2053.degrees latitude (g = 980.6199 gals.).
 CK2053
 CK2053.The modeled gravity was interpolated from observed gravity values.
 CK2053
 CK2053;                    North         East    Units  Estimated Accuracy
 CK2053;SPC SC       -    44,500.      638,660.      MT  (+/- 180 meters Scaled)
 CK2053
 CK2053                          SUPERSEDED SURVEY CONTROL
 CK2053
 CK2053  NGVD 29 (03/21/89)    5.388  (m)           17.68   (f) ADJUSTED    1 2
 CK2053
 CK2053.Superseded values are not recommended for survey control.
 CK2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2053.See file dsdata.txt to determine how the superseded data were derived.
 CK2053
 CK2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR290664(NAD 83)
 CK2053_MARKER: DD = SURVEY DISK
 CK2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2053_SP_SET: CONCRETE POST
 CK2053_STAMPING: VERT 7 054 1981
 CK2053_MARK LOGO: SCGS  
 CK2053_PROJECTION: FLUSH
 CK2053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2053+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 CK2053
 CK2053  HISTORY     - Date     Condition        Report By
 CK2053  HISTORY     - 1981     MONUMENTED       SCGS
 CK2053  HISTORY     - 19980304 GOOD             USPSQD
 CK2053  HISTORY     - 19990109 GOOD             USPSQD
 CK2053  HISTORY     - 20030512 GOOD             SCGS
 CK2053  HISTORY     - 20041016 GOOD             USPSQD
 CK2053
 CK2053                          STATION DESCRIPTION
 CK2053
 CK2053'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2053'IN HILTON HEAD ISLAND.
 CK2053'3.4 KILOMETERS (2.15 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2053'POST OFFICE ON THE NORTH END OF HILTON HEAD, THENCE 1.0 KILOMETER
 CK2053'(0.6 MILE) NORTHEAST ALONG COUNTY ROAD S-7-44, THENCE 2.1 KILOMETERS
 CK2053'(1.3 MILES) NORTHEAST ALONG COUNTY ROAD S-7-333, TO A CROSSROAD
 CK2053'AND THE SAINT JAMES BAPTIST CHURCH ON THE RIGHT, SET BY A LIGHT
 CK2053'POLE SOUTHWEST AND IN LINE WITH THE FRONT WALL OF THE CHURCH,
 CK2053'20.8 METERS (68.5 FEET) SOUTHEAST OF THE CENTER LINE OF COUNTY
 CK2053'ROAD 333, 22.1 METERS (72.5 FEET) SOUTHWEST OF THE WEST CORNER OF
 CK2053'THE CHURCH, 9.1 METERS (30.0 FEET) EAST OF TWO CLOSELY GROWN OAK
 CK2053'TREES, 1.0 METER (3.2 FEET) NORTH OF THE LIGHT POLE.
 CK2053'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2053
 CK2053                          STATION RECOVERY (1998)
 CK2053
 CK2053'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2053'RECOVERED IN GOOD CONDITION.
 CK2053
 CK2053                          STATION RECOVERY (1999)
 CK2053
 CK2053'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2053'RECOVERED IN GOOD CONDITION.
 CK2053
 CK2053                          STATION RECOVERY (2003)
 CK2053
 CK2053'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2053'STATION IS LOCATED ON HILTON HEAD ISLAND, 13.6 MILES SOUTH OF
 CK2053'BEAUFORT.  OWNERSHIP--SAINT JAMES BAPTIST CHURCH, 209 BEACH CITY ROAD,
 CK2053'HILTON HEAD ISLAND, SC 29926,  PHONE 843-681-6446. TO REACH THE
 CK2053'STATION FROM THE JUNCTION U.S. HIGHWAYS 278 BUSINESS (W.M. HILTON
 CK2053'PARKWAY) AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND,
 CK2053'GO EAST  SOUTHEAST ON HIGHWAY  278 BUSINESS FOR 1.65 MILES TO THE
 CK2053'JUNCTION OF STATE ROAD 44  (BEACH CITY ROAD) LEFT AND (GARDNER ROAD)
 CK2053'RIGHT, TURN LEFT ON ROAD 44 FOR 0.5 MILE TO A  Y-JUNCTION OF STATE
 CK2053'ROADS 44 (MATHEWS ROAD) RIGHT AND 333 (BEACH CITY ROAD) BEARS  LEFT,
 CK2053'BEAR LEFT ON ROAD 333 FOR 1.25 MILES TO THE STATION ON THE RIGHT NEAR
 CK2053'A SECURITY  LIGHT POLE IN THE REAR YARD OF THE SAINT JAMES BAPTIST
 CK2053'CHURCH IN THE SOUTH ANGLE OF  THE JUNCTION OF STATE ROAD 334 (FISH
 CK2053'HAUL ROAD) LEFT AND (DILLON ROAD) RIGHT. STATION IS A CONCRETE POST
 CK2053'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 3.4  FEET NORTH OF THE
 CK2053'SECURITY LIGHT POLE, 68.1 FEET SOUTHEAST OF THE CENTER OF  ROAD 333,
 CK2053'71.9 FEET SOUTHWEST OF THE WEST CORNER OF THE CHURCH, 79.5 FEET WEST
 CK2053'SOUTHWEST OF THE SOUTH CORNER OF THE CHURCH. RECOVERED BY T. HALL.
 CK2053
 CK2053                          STATION RECOVERY (2004)
 CK2053
 CK2053'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2055 ***********************************************************************
 CK2055  DESIGNATION -  7 055
 CK2055  PID         -  CK2055
 CK2055  STATE/COUNTY-  SC/BEAUFORT
 CK2055  USGS QUAD   -  HILTON HEAD (1971)
 CK2055
 CK2055                         *CURRENT SURVEY CONTROL
 CK2055  ___________________________________________________________________
 CK2055* NAD 83(1986)-  32 12 56.     (N)    080 42 22.     (W)     SCALED    
 CK2055* NAVD 88     -         5.477  (meters)      17.97   (feet)  ADJUSTED  
 CK2055  ___________________________________________________________________
 CK2055  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2055  DYNAMIC HT  -           5.471 (meters)      17.95  (feet)  COMP
 CK2055  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 CK2055
 CK2055  VERT ORDER  -  FIRST     CLASS II
 CK2055
 CK2055.The horizontal coordinates were scaled from a topographic map and have
 CK2055.an estimated accuracy of +/- 6 seconds.
 CK2055
 CK2055.The orthometric height was determined by differential leveling
 CK2055.and adjusted by the National Geodetic Survey in June 1991..
 CK2055
 CK2055.The geoid height was determined by GEOID03.
 CK2055
 CK2055.The dynamic height is computed by dividing the NAVD 88
 CK2055.geopotential number by the normal gravity value computed on the
 CK2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2055.degrees latitude (g = 980.6199 gals.).
 CK2055
 CK2055.The modeled gravity was interpolated from observed gravity values.
 CK2055
 CK2055;                    North         East    Units  Estimated Accuracy
 CK2055;SPC SC       -    42,430.      637,310.      MT  (+/- 180 meters Scaled)
 CK2055
 CK2055                          SUPERSEDED SURVEY CONTROL
 CK2055
 CK2055  NGVD 29 (03/21/89)    5.758  (m)           18.89   (f) ADJUSTED    1 2
 CK2055
 CK2055.Superseded values are not recommended for survey control.
 CK2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2055.See file dsdata.txt to determine how the superseded data were derived.
 CK2055
 CK2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR276643(NAD 83)
 CK2055_MARKER: DD = SURVEY DISK
 CK2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2055_SP_SET: CONCRETE POST
 CK2055_STAMPING: VERT 7 055 1981
 CK2055_MARK LOGO: SCGS  
 CK2055_PROJECTION: FLUSH
 CK2055_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2055+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1998
 CK2055
 CK2055  HISTORY     - Date     Condition        Report By
 CK2055  HISTORY     - 1981     MONUMENTED       SCGS
 CK2055  HISTORY     - 1990     GOOD             USPSQD
 CK2055  HISTORY     - 19950304 GOOD             USPSQD
 CK2055  HISTORY     - 19980303 GOOD             SCGS
 CK2055  HISTORY     - 19990109 GOOD             USPSQD
 CK2055
 CK2055                          STATION DESCRIPTION
 CK2055
 CK2055'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2055'IN HILTON HEAD ISLAND.
 CK2055'4.3 KILOMETERS (2.7 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2055'POST OFFICE ON THE NORTH END OF HILTON HEAD, 0.3 KILOMETER
 CK2055'(0.2 MILE) NORTHWEST OF THE INTERSECTION OF HIGHWAY 278 AND
 CK2055'MATTHEWS DRIVE, SET IN A GRASSY AREA EAST OF THE MOST WESTERLY
 CK2055'ENTRANCE, TO THE PINELAND MALL, 13.9 METERS (45.6 FEET) SOUTH
 CK2055'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY 278 EAST BOUND LANE,
 CK2055'11.3 METERS (37.0 FEET) EAST SOUTHEAST OF THE CENTER OF THE MALL
 CK2055'ENTRANCE ROAD, 24.4 METERS (80.0 FEET) EAST SOUTHEAST OF SEVERAL
 CK2055'LARGE AND SMALL TELEPHONE JUNCTION BOXES, 2.5 METERS (8.5 FEET)
 CK2055'WEST OF A 12 INCH MAPLE TREE, 6.1 METERS (2.2 FEET) SOUTH OF THE
 CK2055'SOUTH CORNER OF THE BASE OF A 6 FOOT LONG BY 5 FOOT HIGH SIGN.
 CK2055'THE MARK IS 1.3 METERS  NW FROM A WITNESS POST.
 CK2055'THE MARK IS 0.6 M ABOVE ROAD.
 CK2055
 CK2055                          STATION RECOVERY (1990)
 CK2055
 CK2055'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2055'RECOVERED IN GOOD CONDITION.
 CK2055
 CK2055                          STATION RECOVERY (1995)
 CK2055
 CK2055'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2055'RECOVERED IN GOOD CONDITION.
 CK2055
 CK2055                          STATION RECOVERY (1998)
 CK2055
 CK2055'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2055'STATION IS LOCATED ON HILTON HEAD ISLAND, 15.05 MILES (24.22 KM) SOUTH
 CK2055'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2055'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK2055'FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 278 BY-PASS (CROSS ISLAND
 CK2055'PARKWAY) AND 278 BUSINESS (W.M.  HILTON PARKWAY) ON HILTON HEAD
 CK2055'ISLAND, GO EAST ON HIGHWAY 278 BUSINESS FOR 0.4 MILE (0.6 KM) TO THE
 CK2055'JUNCTION OF STATE ROAD 626 (WILBORN ROAD) , CONTINUE ON HIGHWAY 278
 CK2055'FOR 1.7 MILES (2.7 KM) TO THE STATION ON THE RIGHT NEAR THE WEST
 CK2055'ENTRANCE/EXIT ROAD TO THE PINELAND SHOPPING CENTER. STATION IS A
 CK2055'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 3.0 FEET (0.9 M) ABOVE
 CK2055'THE HIGHWAY, 44.9 FEET (13.7 M) SOUTH SOUTHWEST OF THE SOUTHEAST BOUND
 CK2055'LANES OF THE HIGHWAY, 11.0 FEET (3.4 M) WEST OF A TELEPHONE JUNCTION
 CK2055'BOX, 36.2 FEET (11.0 M) EAST SOUTHEAST OF THE CENTER OF THE WEST
 CK2055'ENTRANCE/EXIT ROAD, 72.6 FEET (22.1 M) EAST NORTHEAST OF A SECURITY
 CK2055'LIGHT POLE, 2.2 FEET (0.7 M) NORTHWEST OF A WITNESS POST.  RECOVERED
 CK2055'BY C.J.  STONE.
 CK2055
 CK2055                          STATION RECOVERY (1999)
 CK2055
 CK2055'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2054 ***********************************************************************
 CK2054  DESIGNATION -  7 056
 CK2054  PID         -  CK2054
 CK2054  STATE/COUNTY-  SC/BEAUFORT
 CK2054  USGS QUAD   -  HILTON HEAD (1971)
 CK2054
 CK2054                         *CURRENT SURVEY CONTROL
 CK2054  ___________________________________________________________________
 CK2054* NAD 83(1986)-  32 12 36.     (N)    080 41 36.     (W)     SCALED    
 CK2054* NAVD 88     -         4.655  (meters)      15.27   (feet)  ADJUSTED  
 CK2054  ___________________________________________________________________
 CK2054  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CK2054  DYNAMIC HT  -           4.650 (meters)      15.26  (feet)  COMP
 CK2054  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CK2054
 CK2054  VERT ORDER  -  FIRST     CLASS II
 CK2054
 CK2054.The horizontal coordinates were scaled from a topographic map and have
 CK2054.an estimated accuracy of +/- 6 seconds.
 CK2054
 CK2054.The orthometric height was determined by differential leveling
 CK2054.and adjusted by the National Geodetic Survey in June 1991..
 CK2054
 CK2054.The geoid height was determined by GEOID03.
 CK2054
 CK2054.The dynamic height is computed by dividing the NAVD 88
 CK2054.geopotential number by the normal gravity value computed on the
 CK2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2054.degrees latitude (g = 980.6199 gals.).
 CK2054
 CK2054.The modeled gravity was interpolated from observed gravity values.
 CK2054
 CK2054;                    North         East    Units  Estimated Accuracy
 CK2054;SPC SC       -    41,820.      638,520.      MT  (+/- 180 meters Scaled)
 CK2054
 CK2054                          SUPERSEDED SURVEY CONTROL
 CK2054
 CK2054  NGVD 29 (03/21/89)    4.937  (m)           16.20   (f) ADJUSTED    1 2
 CK2054
 CK2054.Superseded values are not recommended for survey control.
 CK2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2054.See file dsdata.txt to determine how the superseded data were derived.
 CK2054
 CK2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR289637(NAD 83)
 CK2054_MARKER: DD = SURVEY DISK
 CK2054_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2054_SP_SET: STAINLESS STEEL ROD
 CK2054_STAMPING: VERT 7 056 1981
 CK2054_MARK LOGO: SCGS  
 CK2054_PROJECTION: FLUSH
 CK2054_MAGNETIC: I = MARKER IS A STEEL ROD
 CK2054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2054+STABILITY: POSITION/ELEVATION WELL
 CK2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2054+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1998
 CK2054_ROD/PIPE-DEPTH: 16.7 meters
 CK2054
 CK2054  HISTORY     - Date     Condition        Report By
 CK2054  HISTORY     - 1981     MONUMENTED       SCGS
 CK2054  HISTORY     - 19980303 GOOD             SCGS
 CK2054
 CK2054                          STATION DESCRIPTION
 CK2054
 CK2054'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2054'IN HILTON HEAD ISLAND.
 CK2054'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2054'POST OFFICE, WHICH IS AT THE NORTH END OF HILTON HEAD, TO THE
 CK2054'PORT ROYAL PLANTATION ENTRANCE, THENCE 0.1 KILOMETER (0.05 MILE)
 CK2054'EASTERLY ALONG COGGIN POINT DRIVE, SET ALONG THE SIDE OF A GOLF
 CK2054'COURSE ON THE RIGHT, 2.6 METERS (8.5 FEET) NORTHEAST OF A PAIR OF
 CK2054'12 INCH PINE TREES, 13.4 METERS (44.0 FEET) SOUTH SOUTHEAST OF THE
 CK2054'CENTER LINE OF THE PORT ROYAL ENTRANCE ROAD, 5.5 METERS (18.2 FEET)
 CK2054'WEST SOUTHWEST OF A 24 INCH OAK TREE, 7.2 METERS (23.6 FEET)
 CK2054'NORTHWEST OF A 15 INCH LONE PINE TREE.
 CK2054'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2054
 CK2054                          STATION RECOVERY (1998)
 CK2054
 CK2054'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2054'STATION IS LOCATED ON HILTON HEAD ISLAND, 15.4 MILES (24.8 KM) SOUTH
 CK2054'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2054'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK2054'FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 278 BY-PASS (CROSS ISLAND
 CK2054'PARKWAY) AND 278 BUSINESS (W.M.  HILTON PARKWAY) ON HILTON HEAD
 CK2054'ISLAND, GO EAST ON HIGHWAY 278 BUSINESS FOR 0.4 MILE (0.6 KM) TO THE
 CK2054'JUNCTION OF STATE ROAD 626 (WILBORN ROAD) , CONTINUE ON HIGHWAY 278
 CK2054'FOR 0.2 MILE (0.3 KM) TO THE ENTRANCE ROAD FOR PORT ROYAL PLANTATION
 CK2054'(COGGINS ROAD) , TURN LEFT ON COGGINS ROAD FOR 0.1 MILE (0.2 KM) TO
 CK2054'THE STATION ON THE RIGHT AT THE EDGE OF THE GOLF COURSE NEAR A WOODEN
 CK2054'FENCE LINE.  STATION IS A CONCRETE POST RECESSED 0.6 FOOT (18.3 CM)
 CK2054'AND LEVEL WITH THE ROAD, 42.8 FEET (13.0 M) SOUTH SOUTHEAST OF THE
 CK2054'CENTER OF THE ROAD, 16.0 FEET (4.9 M) EAST SOUTHEAST OF A TELEPHONE
 CK2054'JUNCTION BOX NUMBER 30803/1, 24.1 FEET (7.3 M) NORTHWEST OF A 1.7-FOOT
 CK2054'PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 127.1 FEET (38.7 M)
 CK2054'SOUTHWEST OF A SECURITY LIGHT POLE, 8.3 FEET (2.5 M) EAST NORTHEAST OF
 CK2054'A 3.5-FOOT DOUBLE-TRUNKED PINE TREE. RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2056 ***********************************************************************
 CK2056  DESIGNATION -  7 057
 CK2056  PID         -  CK2056
 CK2056  STATE/COUNTY-  SC/BEAUFORT
 CK2056  USGS QUAD   -  HILTON HEAD (1971)
 CK2056
 CK2056                         *CURRENT SURVEY CONTROL
 CK2056  ___________________________________________________________________
 CK2056* NAD 83(1986)-  32 12 50.     (N)    080 41 09.     (W)     SCALED    
 CK2056* NAVD 88     -         4.936  (meters)      16.19   (feet)  ADJUSTED  
 CK2056  ___________________________________________________________________
 CK2056  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2056  DYNAMIC HT  -           4.931 (meters)      16.18  (feet)  COMP
 CK2056  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CK2056
 CK2056  VERT ORDER  -  FIRST     CLASS II
 CK2056
 CK2056.The horizontal coordinates were scaled from a topographic map and have
 CK2056.an estimated accuracy of +/- 6 seconds.
 CK2056
 CK2056.The orthometric height was determined by differential leveling
 CK2056.and adjusted by the National Geodetic Survey in June 1991..
 CK2056
 CK2056.The geoid height was determined by GEOID03.
 CK2056
 CK2056.The dynamic height is computed by dividing the NAVD 88
 CK2056.geopotential number by the normal gravity value computed on the
 CK2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2056.degrees latitude (g = 980.6199 gals.).
 CK2056
 CK2056.The modeled gravity was interpolated from observed gravity values.
 CK2056
 CK2056;                    North         East    Units  Estimated Accuracy
 CK2056;SPC SC       -    42,250.      639,220.      MT  (+/- 180 meters Scaled)
 CK2056
 CK2056                          SUPERSEDED SURVEY CONTROL
 CK2056
 CK2056  NGVD 29 (03/21/89)    5.218  (m)           17.12   (f) ADJUSTED    1 2
 CK2056
 CK2056.Superseded values are not recommended for survey control.
 CK2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2056.See file dsdata.txt to determine how the superseded data were derived.
 CK2056
 CK2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR296641(NAD 83)
 CK2056_MARKER: DB = BENCH MARK DISK
 CK2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2056_SP_SET: CONCRETE POST
 CK2056_STAMPING: VERT 7 057 1981
 CK2056_MARK LOGO: SCGS  
 CK2056_PROJECTION: FLUSH
 CK2056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2056
 CK2056  HISTORY     - Date     Condition        Report By
 CK2056  HISTORY     - 1981     MONUMENTED       SCGS
 CK2056  HISTORY     - 19990204 MARK NOT FOUND   USPSQD
 CK2056
 CK2056                          STATION DESCRIPTION
 CK2056
 CK2056'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2056'IN HILTON HEAD ISLAND.
 CK2056'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2056'POST OFFICE AT THE NORTH END OF HILTON HEAD, TO THE PORT ROYAL
 CK2056'PLANTATION ENTRANCE, THENCE 0.9 KILOMETERS (0.55 MILE) EASTERLY
 CK2056'ALONG COGGIN POINT DRIVE, TO THE INTERSECTION OF GRASSLAWN AVENUE,
 CK2056'SET IN THE EASTERLY ANGLE OF THE INTERSECTION, 14.8 METERS (48.5 FEET)
 CK2056'SOUTH SOUTHEAST OF THE CENTER LINE OF COGGIN POINT DRIVE, 13.4 METERS
 CK2056'(44.0 FEET) NORTHEAST OF THE CENTER LINE OF GRASSLAWN AVENUE,
 CK2056'17.1 METERS (56.0 FEET) NORTH NORTHWEST OF A 24 INCH PALMETTO TREE,
 CK2056'12.2 METERS (40.0 FEET) SOUTH OF A 12 INCH PINE TREE, 3.0 METERS
 CK2056'(10.0 FEET) WEST OF A 8 INCH OAK TREE.
 CK2056'THE MARK IS 0.6 M ABOVE ROAD.
 CK2056
 CK2056                          STATION RECOVERY (1999)
 CK2056
 CK2056'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1877 ***********************************************************************
 CK1877  DESIGNATION -  7 057 RESET
 CK1877  PID         -  CK1877
 CK1877  STATE/COUNTY-  SC/BEAUFORT
 CK1877  USGS QUAD   -  HILTON HEAD (1971)
 CK1877
 CK1877                         *CURRENT SURVEY CONTROL
 CK1877  ___________________________________________________________________
 CK1877* NAD 83(1986)-  32 12 50.     (N)    080 41 09.     (W)     SCALED    
 CK1877* NAVD 88     -         4.27   (+/-2cm)      14.0    (feet)  VERTCON   
 CK1877  ___________________________________________________________________
 CK1877  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK1877
 CK1877  VERT ORDER  -  THIRD (See Below)
 CK1877
 CK1877.The horizontal coordinates were scaled from a topographic map and have
 CK1877.an estimated accuracy of +/- 6 seconds.
 CK1877
 CK1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK1877.The vertical order pertains to the NGVD 29 superseded value.
 CK1877
 CK1877.The geoid height was determined by GEOID03.
 CK1877
 CK1877;                    North         East    Units  Estimated Accuracy
 CK1877;SPC SC       -    42,250.      639,220.      MT  (+/- 180 meters Scaled)
 CK1877
 CK1877                          SUPERSEDED SURVEY CONTROL
 CK1877
 CK1877  NGVD 29 (??/??/??)    4.55   (m)           14.9    (f) RESET       3  
 CK1877
 CK1877.Superseded values are not recommended for survey control.
 CK1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1877.See file dsdata.txt to determine how the superseded data were derived.
 CK1877
 CK1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR296641(NAD 83)
 CK1877_MARKER: DB = BENCH MARK DISK
 CK1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1877_STAMPING: VERT 7 057 RESET 1982
 CK1877_PROJECTION: FLUSH
 CK1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1877+STABILITY: SURFACE MOTION
 CK1877
 CK1877  HISTORY     - Date     Condition        Report By
 CK1877  HISTORY     - 1982     MONUMENTED       SCGS
 CK1877  HISTORY     - 19990208 MARK NOT FOUND   USPSQD
 CK1877
 CK1877                          STATION DESCRIPTION
 CK1877
 CK1877'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK1877'IN HILTON HEAD ISLAND.
 CK1877'6.0 KM (3.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 278 FROM THE POST
 CK1877'OFFICE AT THE NORTH END OF HILTON HEAD ISLAND, THENCE 0.8 KM
 CK1877'(0.5 MI) NORTHWEST ALONG COGGINS POINT ROAD, FROM THE ENTRANCE TO
 CK1877'THE PORT ROYAL PLANTATION, IN THE SOUTH ANGLE OF THE INTERSECTIONS
 CK1877'OF COGGINS POINT ROAD AND GRASSLAWN AVENUE, AT THE BACK SIDE OF THE
 CK1877'NUMBER FIVE TEE OFF BOX, 52.7 METERS (173.0 FT) NORTH OF THE NORTH
 CK1877'CORNER OF A ONE STORY WOODEN HOUSE, 53.2 METERS (174.6 FEET)
 CK1877'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF COGGINS POINT ROAD,
 CK1877'38.0 METERS (124.9 FT) WEST-SOUTHWEST OF THE APPROXIMATE CENTER
 CK1877'OF GRASSYLAWN AVENUE, AND 18.6 METERS (61.0 FT) EAST-SOUTHEAST
 CK1877'OF A 29-INCH PINE TREE.
 CK1877'THE MARK IS ABOVE LEVEL WITH AREA.
 CK1877
 CK1877                          STATION RECOVERY (1999)
 CK1877
 CK1877'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK1877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2057 ***********************************************************************
 CK2057  DESIGNATION -  7 058
 CK2057  PID         -  CK2057
 CK2057  STATE/COUNTY-  SC/BEAUFORT
 CK2057  USGS QUAD   -  HILTON HEAD (1971)
 CK2057
 CK2057                         *CURRENT SURVEY CONTROL
 CK2057  ___________________________________________________________________
 CK2057* NAD 83(1986)-  32 13 11.     (N)    080 41 08.     (W)     SCALED    
 CK2057* NAVD 88     -         5.483  (meters)      17.99   (feet)  ADJUSTED  
 CK2057  ___________________________________________________________________
 CK2057  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CK2057  DYNAMIC HT  -           5.477 (meters)      17.97  (feet)  COMP
 CK2057  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 CK2057
 CK2057  VERT ORDER  -  FIRST     CLASS II
 CK2057
 CK2057.The horizontal coordinates were scaled from a topographic map and have
 CK2057.an estimated accuracy of +/- 6 seconds.
 CK2057
 CK2057.The orthometric height was determined by differential leveling
 CK2057.and adjusted by the National Geodetic Survey in June 1991..
 CK2057
 CK2057.The geoid height was determined by GEOID03.
 CK2057
 CK2057.The dynamic height is computed by dividing the NAVD 88
 CK2057.geopotential number by the normal gravity value computed on the
 CK2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2057.degrees latitude (g = 980.6199 gals.).
 CK2057
 CK2057.The modeled gravity was interpolated from observed gravity values.
 CK2057
 CK2057;                    North         East    Units  Estimated Accuracy
 CK2057;SPC SC       -    42,900.      639,250.      MT  (+/- 180 meters Scaled)
 CK2057
 CK2057                          SUPERSEDED SURVEY CONTROL
 CK2057
 CK2057  NGVD 29 (03/21/89)    5.764  (m)           18.91   (f) ADJUSTED    1 2
 CK2057
 CK2057.Superseded values are not recommended for survey control.
 CK2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2057.See file dsdata.txt to determine how the superseded data were derived.
 CK2057
 CK2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR296648(NAD 83)
 CK2057_MARKER: DB = BENCH MARK DISK
 CK2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2057_SP_SET: CONCRETE POST
 CK2057_STAMPING: VERT 7 058 1981
 CK2057_MARK LOGO: SCGS  
 CK2057_PROJECTION: FLUSH
 CK2057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2057
 CK2057  HISTORY     - Date     Condition        Report By
 CK2057  HISTORY     - 1981     MONUMENTED       SCGS
 CK2057  HISTORY     - 19990208 GOOD             USPSQD
 CK2057
 CK2057                          STATION DESCRIPTION
 CK2057
 CK2057'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2057'IN HILTON HEAD ISLAND.
 CK2057'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2057'POST OFFICE ON THE NORTH END OF HILTON HEAD, TO THE ENTRANCE OF THE
 CK2057'PORT ROYAL PLANTATION, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY
 CK2057'ALONG COGGINS POINT ROAD, THENCE 0.3 KILOMETER (0.2 MILE) NORTH ALONG
 CK2057'FORT WALKER DRIVE, SET ACROSS THE ROAD FROM MARKET PLACE DRIVE
 CK2057'LEADING WEST SOUTHWEST, 11.8 METERS (38.7 FEET) EAST NORTHEAST
 CK2057'OF THE CENTER LINE OF FORT WALKER DRIVE, 12.35 METERS (40.5 FEET)
 CK2057'SOUTH SOUTHEAST OF THE EXTENDED CENTER LINE OF MARKET PLACE DRIVE,
 CK2057'5.48 METERS (18.0 FEET) WEST SOUTHWEST OF THE CENTER LINE OF A
 CK2057'DRIVEWAY ACCESS ROAD, 4.8 METERS (15.7 FEET) NORTHWEST OF A 60
 CK2057'INCH MULTI-TRUNKED OAK TREE.
 CK2057'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2057
 CK2057                          STATION RECOVERY (1999)
 CK2057
 CK2057'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2058 ***********************************************************************
 CK2058  DESIGNATION -  7 059
 CK2058  PID         -  CK2058
 CK2058  STATE/COUNTY-  SC/BEAUFORT
 CK2058  USGS QUAD   -  HILTON HEAD (1971)
 CK2058
 CK2058                         *CURRENT SURVEY CONTROL
 CK2058  ___________________________________________________________________
 CK2058* NAD 83(1986)-  32 13 42.     (N)    080 40 44.     (W)     SCALED    
 CK2058* NAVD 88     -         2.820  (meters)       9.25   (feet)  ADJUSTED  
 CK2058  ___________________________________________________________________
 CK2058  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2058  DYNAMIC HT  -           2.816 (meters)       9.24  (feet)  COMP
 CK2058  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 CK2058
 CK2058  VERT ORDER  -  FIRST     CLASS II
 CK2058
 CK2058.The horizontal coordinates were scaled from a topographic map and have
 CK2058.an estimated accuracy of +/- 6 seconds.
 CK2058
 CK2058.The orthometric height was determined by differential leveling
 CK2058.and adjusted by the National Geodetic Survey in June 1991..
 CK2058
 CK2058.The geoid height was determined by GEOID03.
 CK2058
 CK2058.The dynamic height is computed by dividing the NAVD 88
 CK2058.geopotential number by the normal gravity value computed on the
 CK2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2058.degrees latitude (g = 980.6199 gals.).
 CK2058
 CK2058.The modeled gravity was interpolated from observed gravity values.
 CK2058
 CK2058;                    North         East    Units  Estimated Accuracy
 CK2058;SPC SC       -    43,860.      639,870.      MT  (+/- 180 meters Scaled)
 CK2058
 CK2058                          SUPERSEDED SURVEY CONTROL
 CK2058
 CK2058  NGVD 29 (03/21/89)    3.101  (m)           10.17   (f) ADJUSTED    1 2
 CK2058
 CK2058.Superseded values are not recommended for survey control.
 CK2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2058.See file dsdata.txt to determine how the superseded data were derived.
 CK2058
 CK2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR302657(NAD 83)
 CK2058_MARKER: DB = BENCH MARK DISK
 CK2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2058_SP_SET: CONCRETE POST
 CK2058_STAMPING: VERT 7 059 1981
 CK2058_MARK LOGO: SCGS  
 CK2058_PROJECTION: FLUSH
 CK2058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2058
 CK2058  HISTORY     - Date     Condition        Report By
 CK2058  HISTORY     - 1981     MONUMENTED       SCGS
 CK2058  HISTORY     - 19990204 MARK NOT FOUND   USPSQD
 CK2058
 CK2058                          STATION DESCRIPTION
 CK2058
 CK2058'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2058'IN HILTON HEAD ISLAND.
 CK2058'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2058'POST OFFICE AT THE NORTH END OF HILTON HEAD, TO THE PORT ROYAL
 CK2058'PLANTATION ENTRANCE, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY
 CK2058'ALONG COGGIN POINT DRIVE, THENCE 1.5 KILOMETERS (0.95 MILE)
 CK2058'NORTH ALONG FORT WALKER DRIVE, TO A PAVED ROAD ON THE LEFT
 CK2058'(HARTFORD PLACE), CONTINUE ABOUT 100 FEET NORTH, SET IN A GRASSY
 CK2058'AREA BETWEEN FORT WALKER DRIVE AND A DRIVEWAY ACCESS ROAD (ROBBERS
 CK2058'ROW), 10.8 METERS (35.5 FEET) EAST SOUTHEAST OF THE CENTER LINE OF
 CK2058'FORT WALKER DRIVE, 9.1 METERS (30.0 FEET) SOUTH SOUTHWEST OF A
 CK2058'12 INCH PINE TREE, 8.3 METERS (27.5 FEET) WEST NORTHWEST OF THE
 CK2058'CENTER OF ROBBERS ROW, 3.4 METERS (11.0 FEET) NORTH NORTHWEST OF
 CK2058'A 24 INCH OAK TREE, 2.6 METERS (8.5 FEET) SOUTHWEST OF A 30 INCH
 CK2058'BUSH.
 CK2058'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2058
 CK2058                          STATION RECOVERY (1999)
 CK2058
 CK2058'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2067 ***********************************************************************
 CK2067  DESIGNATION -  7 060
 CK2067  PID         -  CK2067
 CK2067  STATE/COUNTY-  SC/BEAUFORT
 CK2067  USGS QUAD   -  HILTON HEAD (1971)
 CK2067
 CK2067                         *CURRENT SURVEY CONTROL
 CK2067  ___________________________________________________________________
 CK2067* NAD 83(1986)-  32 12 29.     (N)    080 41 44.     (W)     SCALED    
 CK2067* NAVD 88     -         3.665  (meters)      12.02   (feet)  ADJUSTED  
 CK2067  ___________________________________________________________________
 CK2067  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2067  DYNAMIC HT  -           3.660 (meters)      12.01  (feet)  COMP
 CK2067  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 CK2067
 CK2067  VERT ORDER  -  FIRST     CLASS II
 CK2067
 CK2067.The horizontal coordinates were scaled from a topographic map and have
 CK2067.an estimated accuracy of +/- 6 seconds.
 CK2067
 CK2067.The orthometric height was determined by differential leveling
 CK2067.and adjusted by the National Geodetic Survey in June 1991..
 CK2067
 CK2067.The geoid height was determined by GEOID03.
 CK2067
 CK2067.The dynamic height is computed by dividing the NAVD 88
 CK2067.geopotential number by the normal gravity value computed on the
 CK2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2067.degrees latitude (g = 980.6199 gals.).
 CK2067
 CK2067.The modeled gravity was interpolated from observed gravity values.
 CK2067
 CK2067;                    North         East    Units  Estimated Accuracy
 CK2067;SPC SC       -    41,600.      638,310.      MT  (+/- 180 meters Scaled)
 CK2067
 CK2067                          SUPERSEDED SURVEY CONTROL
 CK2067
 CK2067  NGVD 29 (03/21/89)    3.946  (m)           12.95   (f) ADJUSTED    1 2
 CK2067
 CK2067.Superseded values are not recommended for survey control.
 CK2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2067.See file dsdata.txt to determine how the superseded data were derived.
 CK2067
 CK2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR286635(NAD 83)
 CK2067_MARKER: DD = SURVEY DISK
 CK2067_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2067_SP_SET: STAINLESS STEEL ROD
 CK2067_STAMPING: VERT 7 060 1981
 CK2067_MARK LOGO: SCGS  
 CK2067_PROJECTION: FLUSH
 CK2067_MAGNETIC: I = MARKER IS A STEEL ROD
 CK2067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2067+STABILITY: POSITION/ELEVATION WELL
 CK2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2067+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1998
 CK2067_ROD/PIPE-DEPTH: 15.3 meters
 CK2067
 CK2067  HISTORY     - Date     Condition        Report By
 CK2067  HISTORY     - 1981     MONUMENTED       SCGS
 CK2067  HISTORY     - 1990     GOOD             USPSQD
 CK2067  HISTORY     - 19980303 GOOD             SCGS
 CK2067  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 CK2067
 CK2067                          STATION DESCRIPTION
 CK2067
 CK2067'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2067'IN HILTON HEAD ISLAND.
 CK2067'6.05 KILOMETERS (3.75 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2067'POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, 0.3 KILOMETER
 CK2067'(0.2 MILE) SOUTH OF THE ENTRANCE TO THE PORT ROYAL PLANTATION, SET
 CK2067'ALONG A WOODEN RAIL FENCE, BETWEEN THE ROAD AND A GOLF COURSE,
 CK2067'13.10 METERS (43.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTERLINE
 CK2067'OF THE NORTHEAST BOUND LANE OF HIGHWAY 278, 4.50 METERS (14.5 FEET)
 CK2067'NORTHEAST OF THE APPROXIMATE OF A GROUP OF 3 CLOSELY GROWN OAK TREES
 CK2067'AND A FENCE BREAK, 2.60 METERS (8.5 FEET) SOUTHWEST OF A 18 INCH
 CK2067'PINE TREE AND 0.60 METER (2.0 FEET) NORTHWEST OF THE RAIL FENCE.
 CK2067'THE MARK IS 0.60 M ABOVE ROAD.
 CK2067
 CK2067                          STATION RECOVERY (1990)
 CK2067
 CK2067'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2067'RECOVERED IN GOOD CONDITION.
 CK2067
 CK2067                          STATION RECOVERY (1998)
 CK2067
 CK2067'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2067'STATION IS LOCATED ON HILTON HEAD ISLAND, 15.6 MILES (25.1 KM) SOUTH
 CK2067'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2067'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK2067'FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 278 BY-PASS (CROSS ISLAND
 CK2067'PARKWAY) AND 278 BUSINESS (W.M.  HILTON PARKWAY) ON HILTON HEAD
 CK2067'ISLAND, GO EAST ON HIGHWAY 278 BUSINESS FOR 2.75 MILES (4.43 KM) TO
 CK2067'THE JUNCTION OF STATE ROAD 624 (UNION CEMETERY ROAD) LEFT, CONTINUE ON
 CK2067'HIGHWAY 278 FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE LEFT NEAR A
 CK2067'WOODEN FENCE LINE AT THE EDGE OF A GOLF COURSE. STATION IS A CONCRETE
 CK2067'POST RECESSED 0.7 FOOT (21.3 CM) AND 1.5 FEET (0.5 M) ABOVE THE
 CK2067'HIGHWAY, 80.8 FEET (24.6 M) NORTH NORTHEAST OF A CABLE JUNCTION BOX,
 CK2067'2.0 FEET (0.6 M) WEST NORTHWEST OF THE WOODEN FENCE LINE, 8.2 FEET
 CK2067'(2.5 M) NORTH OF A WOODEN FENCE END POST WITH A SCGS REFERENCE WASHER
 CK2067'ATTACHED, 42.4 FEET (12.9 M) EAST SOUTHEAST OF THE CENTER OF THE
 CK2067'NORTHBOUND LANES ON THE HIGHWAY, 8.4 FEET (2.6 M) SOUTH OF A 1.5-FOOT
 CK2067'PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 13.7 FEET (4.2 M)
 CK2067'NORTH NORTHEAST OF A 3.5-FOOT TRIPLE-TRUNKED OAK TREE.  RECOVERED BY
 CK2067'C.J.  STONE.
 CK2067
 CK2067                          STATION RECOVERY (2002)
 CK2067
 CK2067'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2067'NOT FOUND.  SEARCHED NEAR FENCE LINE WITH MICRONTA 4001.  NO BREAK IN
 CK2067'FENCE LINE HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2069 ***********************************************************************
 CK2069  DESIGNATION -  7 061
 CK2069  PID         -  CK2069
 CK2069  STATE/COUNTY-  SC/BEAUFORT
 CK2069  USGS QUAD   -  HILTON HEAD (1971)
 CK2069
 CK2069                         *CURRENT SURVEY CONTROL
 CK2069  ___________________________________________________________________
 CK2069* NAD 83(1986)-  32 12 08.     (N)    080 41 54.     (W)     SCALED    
 CK2069* NAVD 88     -         3.489  (meters)      11.45   (feet)  ADJUSTED  
 CK2069  ___________________________________________________________________
 CK2069  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2069  DYNAMIC HT  -           3.485 (meters)      11.43  (feet)  COMP
 CK2069  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 CK2069
 CK2069  VERT ORDER  -  FIRST     CLASS II
 CK2069
 CK2069.The horizontal coordinates were scaled from a topographic map and have
 CK2069.an estimated accuracy of +/- 6 seconds.
 CK2069
 CK2069.The orthometric height was determined by differential leveling
 CK2069.and adjusted by the National Geodetic Survey in June 1991..
 CK2069
 CK2069.The geoid height was determined by GEOID03.
 CK2069
 CK2069.The dynamic height is computed by dividing the NAVD 88
 CK2069.geopotential number by the normal gravity value computed on the
 CK2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2069.degrees latitude (g = 980.6199 gals.).
 CK2069
 CK2069.The modeled gravity was interpolated from observed gravity values.
 CK2069
 CK2069;                    North         East    Units  Estimated Accuracy
 CK2069;SPC SC       -    40,960.      638,050.      MT  (+/- 180 meters Scaled)
 CK2069
 CK2069                          SUPERSEDED SURVEY CONTROL
 CK2069
 CK2069  NGVD 29 (03/21/89)    3.771  (m)           12.37   (f) ADJUSTED    1 2
 CK2069
 CK2069.Superseded values are not recommended for survey control.
 CK2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2069.See file dsdata.txt to determine how the superseded data were derived.
 CK2069
 CK2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR284628(NAD 83)
 CK2069_MARKER: DD = SURVEY DISK
 CK2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2069_SP_SET: CONCRETE POST
 CK2069_STAMPING: VERT 7 061 1981
 CK2069_MARK LOGO: SCGS  
 CK2069_PROJECTION: FLUSH
 CK2069_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2069+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1998
 CK2069
 CK2069  HISTORY     - Date     Condition        Report By
 CK2069  HISTORY     - 1981     MONUMENTED       SCGS
 CK2069  HISTORY     - 1990     GOOD             USPSQD
 CK2069  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 CK2069  HISTORY     - 19980303 GOOD             SCGS
 CK2069
 CK2069                          STATION DESCRIPTION
 CK2069
 CK2069'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2069'IN HILTON HEAD ISLAND.
 CK2069'6.6 KILOMETERS (4.1 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2069'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO A
 CK2069'CROSSROAD, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION IN THE
 CK2069'YARD OF THE HILTON HEAD ISLAND BEACH AND TENNIS RESORT RECEPTION
 CK2069'CENTER, 16.6 METERS (54.5 FEET) SOUTH OF THE CENTER LINE OF
 CK2069'COUNTY ROAD S-7-148, 25.9 METERS (85.0 FEET) EAST OF THE CENTER
 CK2069'LINE OF THE HIGHWAY 278 NORTH BOUND LANE, 23.85 METERS (78.5 FEET)
 CK2069'WEST OF A FIRE HYDRANT, 17.68 METERS (58.0 FEET) EAST SOUTHEAST
 CK2069'OF A TRAFFIC SIGNAL GUY POLE, 2.0 METERS (6.7 FEET) NORTHWEST OF
 CK2069'A 20 INCH PALMETTO TREE.
 CK2069'THE MARK IS 0.30 M ABOVE ROAD.
 CK2069
 CK2069                          STATION RECOVERY (1990)
 CK2069
 CK2069'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2069'RECOVERED IN GOOD CONDITION.
 CK2069
 CK2069                          STATION RECOVERY (1997)
 CK2069
 CK2069'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK2069'MARK NOT FOUND.
 CK2069
 CK2069                          STATION RECOVERY (1998)
 CK2069
 CK2069'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2069'STATION IS LOCATED ON HILTON HEAD ISLAND, 16.0 MILES (25.7 KM) SOUTH
 CK2069'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2069'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK2069'FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 278 BY-PASS (CROSS ISLAND
 CK2069'PARKWAY) AND 278 BUSINESS (W.M.  HILTON PARKWAY) ON HILTON HEAD
 CK2069'ISLAND, GO EAST ON HIGHWAY 278 BUSINESS FOR 2.75 MILES (4.43 KM) TO
 CK2069'THE JUNCTION OF STATE ROAD 624 (UNION CEMETERY ROAD) LEFT, CONTINUE ON
 CK2069'HIGHWAY 278 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE LEFT NEAR A
 CK2069'PALMETTO TREE IN THE SOUTHEAST ANGLE OF THE JUNCTION OF MATHEWS ROAD
 CK2069'RIGHT AND FOLLY FIELD ROAD LEFT.  STATION IS A CONCRETE POST RECESSED
 CK2069'0.2 FOOT (6.1 CM) AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 45.9 FEET (14.0
 CK2069'M) EAST OF A TRAFFIC SIGNAL POLE WITH TWO GUY WIRES, 57.7 FEET (17.6
 CK2069'M) SOUTH SOUTHWEST OF THE CENTER OF FOLLY FIELD ROAD, 85.0 FEET (25.9
 CK2069'M) EAST SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 CK2069'HIGHWAY, 69.4 FEET (21.2 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 CK2069'WOODEN AND CONCRETE BLOCK SIGN FOR HILTON HEAD BEACH AND TENNIS RESORT
 CK2069'AND CONVENTION CENTER, 6.7 FEET (2.0 M) NORTHWEST OF THE 0.8-FOOT
 CK2069'PALMETTO TREE.  RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2078 ***********************************************************************
 CK2078  DESIGNATION -  7 062
 CK2078  PID         -  CK2078
 CK2078  STATE/COUNTY-  SC/BEAUFORT
 CK2078  USGS QUAD   -  HILTON HEAD (1971)
 CK2078
 CK2078                         *CURRENT SURVEY CONTROL
 CK2078  ___________________________________________________________________
 CK2078* NAD 83(1986)-  32 11 15.     (N)    080 42 53.     (W)     SCALED    
 CK2078* NAVD 88     -         3.118  (meters)      10.23   (feet)  ADJUSTED  
 CK2078  ___________________________________________________________________
 CK2078  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2078  DYNAMIC HT  -           3.115 (meters)      10.22  (feet)  COMP
 CK2078  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 CK2078
 CK2078  VERT ORDER  -  FIRST     CLASS II
 CK2078
 CK2078.The horizontal coordinates were scaled from a topographic map and have
 CK2078.an estimated accuracy of +/- 6 seconds.
 CK2078
 CK2078.The orthometric height was determined by differential leveling
 CK2078.and adjusted by the National Geodetic Survey in June 1991..
 CK2078
 CK2078.The geoid height was determined by GEOID03.
 CK2078
 CK2078.The dynamic height is computed by dividing the NAVD 88
 CK2078.geopotential number by the normal gravity value computed on the
 CK2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2078.degrees latitude (g = 980.6199 gals.).
 CK2078
 CK2078.The modeled gravity was interpolated from observed gravity values.
 CK2078
 CK2078;                    North         East    Units  Estimated Accuracy
 CK2078;SPC SC       -    39,320.      636,510.      MT  (+/- 180 meters Scaled)
 CK2078
 CK2078                          SUPERSEDED SURVEY CONTROL
 CK2078
 CK2078  NGVD 29 (03/21/89)    3.400  (m)           11.15   (f) ADJUSTED    1 2
 CK2078
 CK2078.Superseded values are not recommended for survey control.
 CK2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2078.See file dsdata.txt to determine how the superseded data were derived.
 CK2078
 CK2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR268612(NAD 83)
 CK2078_MARKER: DD = SURVEY DISK
 CK2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2078_SP_SET: CONCRETE POST
 CK2078_STAMPING: VERT 7 062 1981
 CK2078_MARK LOGO: SCGS  
 CK2078_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2078_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2078+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2004
 CK2078
 CK2078  HISTORY     - Date     Condition        Report By
 CK2078  HISTORY     - 1981     MONUMENTED       SCGS
 CK2078  HISTORY     - 1990     GOOD             USPSQD
 CK2078  HISTORY     - 1990     GOOD             USPSQD
 CK2078  HISTORY     - 19940818 GOOD             USPSQD
 CK2078  HISTORY     - 19960611 GOOD             USPSQD
 CK2078  HISTORY     - 19970311 GOOD             USPSQD
 CK2078  HISTORY     - 19980303 GOOD             SCGS
 CK2078  HISTORY     - 20041002 GOOD             GEOCAC
 CK2078
 CK2078                          STATION DESCRIPTION
 CK2078
 CK2078'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2078'IN HILTON HEAD ISLAND.
 CK2078'8.8 KILOMETERS (5.5 MILES) EAST AND SOUTH U.S. HIGHWAY 278 FROM THE
 CK2078'POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO THE POPE
 CK2078'CEMETARY ON THE RIGHT, SET TO THE LEFT OF THE ENTRANCE ROAD, 17.37
 CK2078'METERS (57.0 FEET) NORTH NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 CK2078'BOUND LANE OF HIGHWAY 278, 9.44 METERS (31.0 FEET) WEST SOUTHWEST
 CK2078'OF THE CENTER OF THE DRIVE TO THE CEMETARY, 13.71 METERS (45.0 FEET)
 CK2078'SOUTHWEST OF A TELEPHONE JUNCTION BOX, 4.40 METERS (14.5 FEET) SOUTH
 CK2078'OF A TWIN TRUNK OAK TREE, 3.65 METERS (12.0 FEET) NORTH NORTHWEST
 CK2078'OF A RAIL FENCE LINE.
 CK2078'THE MARK IS 3.65 METERS  NNW FROM A WITNESS POST.
 CK2078'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2078
 CK2078                          STATION RECOVERY (1990)
 CK2078
 CK2078'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2078'RECOVERED IN GOOD CONDITION.
 CK2078
 CK2078                          STATION RECOVERY (1990)
 CK2078
 CK2078'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2078'RECOVERED IN GOOD CONDITION.
 CK2078
 CK2078                          STATION RECOVERY (1994)
 CK2078
 CK2078'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK2078'RECOVERED IN GOOD CONDITION.
 CK2078
 CK2078                          STATION RECOVERY (1996)
 CK2078
 CK2078'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2078'RECOVERED IN GOOD CONDITION.
 CK2078
 CK2078                          STATION RECOVERY (1997)
 CK2078
 CK2078'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK2078'RECOVERED IN GOOD CONDITION.
 CK2078
 CK2078                          STATION RECOVERY (1998)
 CK2078
 CK2078'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2078'STATION IS LOCATED ON HILTON HEAD ISLAND, 17.1 MILES (27.5 KM) SOUTH
 CK2078'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2078'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK2078'FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 278 BY-PASS (CROSS ISLAND
 CK2078'PARKWAY) AND 278 BUSINESS (W.M.  HILTON PARKWAY) ON HILTON HEAD
 CK2078'ISLAND, GO EAST ON HIGHWAY 278 BUSINESS FOR 4.3 MILES (6.9 KM) TO THE
 CK2078'JUNCTION OF STATE ROAD 200 (SINGLETON BEACH ROAD) , CONTINUE ON
 CK2078'HIGHWAY 278 FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE RIGHT NEAR THE
 CK2078'END OF A WOODEN FENCE SURROUNDING THE POPE CEMETERY. STATION IS A
 CK2078'CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) AND 1.0 FOOT (0.3 M) ABOVE
 CK2078'THE HIGHWAY, 45.6 FEET (13.9 M) WEST SOUTHWEST OF A TELEPHONE JUNCTION
 CK2078'BOX NUMBER 17/6, 56.8 FEET (17.3 M) NORTH NORTHWEST OF THE CENTER OF
 CK2078'THE SOUTHBOUND LANES OF THE HIGHWAY, 15.0 FEET (4.6 M) SOUTH OF A
 CK2078'3.0-FOOT DOUBLE-TRUNKED OAK TREE, 11.9 FEET (3.6 M) NORTH NORTHWEST OF
 CK2078'A WITNESS POST.  RECOVERED BY C.J. STONE.
 CK2078
 CK2078                          STATION RECOVERY (2004)
 CK2078
 CK2078'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 CK2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2081 ***********************************************************************
 CK2081  DESIGNATION -  7 063
 CK2081  PID         -  CK2081
 CK2081  STATE/COUNTY-  SC/BEAUFORT
 CK2081  USGS QUAD   -  HILTON HEAD (1971)
 CK2081
 CK2081                         *CURRENT SURVEY CONTROL
 CK2081  ___________________________________________________________________
 CK2081* NAD 83(1986)-  32 10 20.     (N)    080 44 07.     (W)     SCALED    
 CK2081* NAVD 88     -         4.379  (meters)      14.37   (feet)  ADJUSTED  
 CK2081  ___________________________________________________________________
 CK2081  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2081  DYNAMIC HT  -           4.374 (meters)      14.35  (feet)  COMP
 CK2081  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CK2081
 CK2081  VERT ORDER  -  FIRST     CLASS II
 CK2081
 CK2081.The horizontal coordinates were scaled from a topographic map and have
 CK2081.an estimated accuracy of +/- 6 seconds.
 CK2081
 CK2081.The orthometric height was determined by differential leveling
 CK2081.and adjusted by the National Geodetic Survey in June 1991..
 CK2081
 CK2081.The geoid height was determined by GEOID03.
 CK2081
 CK2081.The dynamic height is computed by dividing the NAVD 88
 CK2081.geopotential number by the normal gravity value computed on the
 CK2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2081.degrees latitude (g = 980.6199 gals.).
 CK2081
 CK2081.The modeled gravity was interpolated from observed gravity values.
 CK2081
 CK2081;                    North         East    Units  Estimated Accuracy
 CK2081;SPC SC       -    37,620.      634,570.      MT  (+/- 180 meters Scaled)
 CK2081
 CK2081                          SUPERSEDED SURVEY CONTROL
 CK2081
 CK2081  NGVD 29 (03/21/89)    4.660  (m)           15.29   (f) ADJUSTED    1 2
 CK2081
 CK2081.Superseded values are not recommended for survey control.
 CK2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2081.See file dsdata.txt to determine how the superseded data were derived.
 CK2081
 CK2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR249595(NAD 83)
 CK2081_MARKER: DB = BENCH MARK DISK
 CK2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2081_SP_SET: CONCRETE POST
 CK2081_STAMPING: VERT 7 063 1981
 CK2081_MARK LOGO: SCGS  
 CK2081_PROJECTION: FLUSH
 CK2081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2081
 CK2081  HISTORY     - Date     Condition        Report By
 CK2081  HISTORY     - 1981     MONUMENTED       SCGS
 CK2081  HISTORY     - 1990     GOOD             USPSQD
 CK2081  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 CK2081
 CK2081                          STATION DESCRIPTION
 CK2081
 CK2081'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2081'IN HILTON HEAD ISLAND.
 CK2081'11.4 KILOMETERS (7.1 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2081'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD, SET IN A
 CK2081'LANDSCAPED AREA AT THE MOST SOUTHWEST ENTRANCE TO THE HARGRAY
 CK2081'TELEPHONE COMPANY, 13.55 METERS (44.5 FEET) NORTHWEST OF THE
 CK2081'CENTER OF HIGHWAY 278 SOUTHWEST BOUND LANE, 4.87 METERS (16.0 FEET)
 CK2081'NORTHWEST OF THE NORTHEAST END OF A CULVERT UNDER THE ENTRANCE DRIVE,
 CK2081'6.7 METERS (22.0 FEET) NORTHEAST OF THE CENTER OF THE ENTRANCE DRIVE,
 CK2081'5.48 METERS (18.0 FEET) SOUTHWEST OF A 12 FOOT LONG BY 4 FOOT HIGH
 CK2081'SIGN FOR THE TELEPHONE COMPANY.
 CK2081'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 CK2081
 CK2081                          STATION RECOVERY (1990)
 CK2081
 CK2081'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2081'RECOVERED IN GOOD CONDITION.
 CK2081
 CK2081                          STATION RECOVERY (1997)
 CK2081
 CK2081'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK2081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2082 ***********************************************************************
 CK2082  DESIGNATION -  7 064
 CK2082  PID         -  CK2082
 CK2082  STATE/COUNTY-  SC/BEAUFORT
 CK2082  USGS QUAD   -  HILTON HEAD (1971)
 CK2082
 CK2082                         *CURRENT SURVEY CONTROL
 CK2082  ___________________________________________________________________
 CK2082* NAD 83(1986)-  32 09 56.     (N)    080 44 38.     (W)     SCALED    
 CK2082* NAVD 88     -         3.753  (meters)      12.31   (feet)  ADJUSTED  
 CK2082  ___________________________________________________________________
 CK2082  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2082  DYNAMIC HT  -           3.748 (meters)      12.30  (feet)  COMP
 CK2082  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CK2082
 CK2082  VERT ORDER  -  FIRST     CLASS II
 CK2082
 CK2082.The horizontal coordinates were scaled from a topographic map and have
 CK2082.an estimated accuracy of +/- 6 seconds.
 CK2082
 CK2082.The orthometric height was determined by differential leveling
 CK2082.and adjusted by the National Geodetic Survey in June 1991..
 CK2082
 CK2082.The geoid height was determined by GEOID03.
 CK2082
 CK2082.The dynamic height is computed by dividing the NAVD 88
 CK2082.geopotential number by the normal gravity value computed on the
 CK2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2082.degrees latitude (g = 980.6199 gals.).
 CK2082
 CK2082.The modeled gravity was interpolated from observed gravity values.
 CK2082
 CK2082;                    North         East    Units  Estimated Accuracy
 CK2082;SPC SC       -    36,880.      633,760.      MT  (+/- 180 meters Scaled)
 CK2082
 CK2082                          SUPERSEDED SURVEY CONTROL
 CK2082
 CK2082  NGVD 29 (03/21/89)    4.035  (m)           13.24   (f) ADJUSTED    1 2
 CK2082
 CK2082.Superseded values are not recommended for survey control.
 CK2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2082.See file dsdata.txt to determine how the superseded data were derived.
 CK2082
 CK2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR241588(NAD 83)
 CK2082_MARKER: DB = BENCH MARK DISK
 CK2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2082_SP_SET: CONCRETE POST
 CK2082_STAMPING: VERT 7 064 1981
 CK2082_MARK LOGO: SCGS  
 CK2082_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2082+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 CK2082
 CK2082  HISTORY     - Date     Condition        Report By
 CK2082  HISTORY     - 1981     MONUMENTED       SCGS
 CK2082  HISTORY     - 1990     GOOD             USPSQD
 CK2082  HISTORY     - 1990     GOOD             USPSQD
 CK2082  HISTORY     - 20020615 GOOD             USPSQD
 CK2082
 CK2082                          STATION DESCRIPTION
 CK2082
 CK2082'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2082'IN HILTON HEAD ISLAND.
 CK2082'12.5 KILOMETERS (7.75 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2082'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD, 0.9 KILOMETER
 CK2082'(0.55 MILE) NORTHEAST OF THE SHIP YARD PLANTATION ENTRANCE, SET BY
 CK2082'A LARGE POWER LINE POLE ON THE NORTHWEST SIDE OF THE ROAD, WITH
 CK2082'LINES RUNNING DIAGONALLY ACROSS THE ROAD, 11.42 METERS (37.5 FEET)
 CK2082'NORTH NORTHWEST OF THE CENTER OF HIGHWAY 278 SOUTHWEST BOUND LANE,
 CK2082'18.28 METERS (60.0 FEET) NORTHEAST OF TELEPHONE JUNCTION BOX 16-4,
 CK2082'1.05 METERS (3.5 FEET) SOUTHWEST OF THE POWER LINE POLE WITH SEVERAL
 CK2082'GUY WIRES AND A WITNESS SIGN.
 CK2082'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2082
 CK2082                          STATION RECOVERY (1990)
 CK2082
 CK2082'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2082'RECOVERED IN GOOD CONDITION.
 CK2082
 CK2082                          STATION RECOVERY (1990)
 CK2082
 CK2082'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2082'RECOVERED IN GOOD CONDITION.
 CK2082
 CK2082                          STATION RECOVERY (2002)
 CK2082
 CK2082'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2083 ***********************************************************************
 CK2083  DESIGNATION -  7 065
 CK2083  PID         -  CK2083
 CK2083  STATE/COUNTY-  SC/BEAUFORT
 CK2083  USGS QUAD   -  BLUFFTON (1972)
 CK2083
 CK2083                         *CURRENT SURVEY CONTROL
 CK2083  ___________________________________________________________________
 CK2083* NAD 83(1986)-  32 09 36.     (N)    080 45 03.     (W)     SCALED    
 CK2083* NAVD 88     -         2.265  (meters)       7.43   (feet)  ADJUSTED  
 CK2083  ___________________________________________________________________
 CK2083  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2083  DYNAMIC HT  -           2.262 (meters)       7.42  (feet)  COMP
 CK2083  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 CK2083
 CK2083  VERT ORDER  -  FIRST     CLASS II
 CK2083
 CK2083.The horizontal coordinates were scaled from a topographic map and have
 CK2083.an estimated accuracy of +/- 6 seconds.
 CK2083
 CK2083.The orthometric height was determined by differential leveling
 CK2083.and adjusted by the National Geodetic Survey in June 1991..
 CK2083
 CK2083.The geoid height was determined by GEOID03.
 CK2083
 CK2083.The dynamic height is computed by dividing the NAVD 88
 CK2083.geopotential number by the normal gravity value computed on the
 CK2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2083.degrees latitude (g = 980.6199 gals.).
 CK2083
 CK2083.The modeled gravity was interpolated from observed gravity values.
 CK2083
 CK2083;                    North         East    Units  Estimated Accuracy
 CK2083;SPC SC       -    36,260.      633,110.      MT  (+/- 180 meters Scaled)
 CK2083
 CK2083                          SUPERSEDED SURVEY CONTROL
 CK2083
 CK2083  NGVD 29 (03/21/89)    2.547  (m)            8.36   (f) ADJUSTED    1 2
 CK2083
 CK2083.Superseded values are not recommended for survey control.
 CK2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2083.See file dsdata.txt to determine how the superseded data were derived.
 CK2083
 CK2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR234581(NAD 83)
 CK2083_MARKER: DB = BENCH MARK DISK
 CK2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2083_SP_SET: CONCRETE POST
 CK2083_STAMPING: VERT 7 065 1981
 CK2083_MARK LOGO: SCGS  
 CK2083_PROJECTION: FLUSH
 CK2083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2083
 CK2083  HISTORY     - Date     Condition        Report By
 CK2083  HISTORY     - 1981     MONUMENTED       SCGS
 CK2083  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 CK2083
 CK2083                          STATION DESCRIPTION
 CK2083
 CK2083'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2083'IN HILTON HEAD ISLAND.
 CK2083'13.5 KILOMETERS (8.4 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2083'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD, TO THE ENTRANCE
 CK2083'OF SHIPYARD PLANTATION, SET IN A LANDSCAPED AREA IN THE MEDIAN OF
 CK2083'THE ENTRANCE AND EXIT ROADS TO THE PLANTATION, 38.70 METERS
 CK2083'(127.0 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY 278
 CK2083'NORTHEAST BOUND LANE, 10.36 METERS (34.0 FEET) EAST NORTHEAST OF
 CK2083'THE CENTER OF THE ENTRANCE DRIVE, 10.50 METERS (34.5 FEET)
 CK2083'WEST SOUTHWEST OF THE CENTER OF THE EXIT DRIVE, 16.45 METERS
 CK2083'(54.0 FEET) SOUTH SOUTHEAST OF THE FACE OF THE METAL CONCRETE
 CK2083'PLANTATION SIGN.
 CK2083'THE MARK IS ABOVE LEVEL WITH DRIVEWAYS.
 CK2083
 CK2083                          STATION RECOVERY (2002)
 CK2083
 CK2083'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2083'NOT FOUND.  SEARCHED ENTRANCE TO SHIPYARD WITH MICRONTA 4001.
 CK2083'PLANTATION SIGN HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2087 ***********************************************************************
 CK2087  DESIGNATION -  7 066
 CK2087  PID         -  CK2087
 CK2087  STATE/COUNTY-  SC/BEAUFORT
 CK2087  USGS QUAD   -  BLUFFTON (1972)
 CK2087
 CK2087                         *CURRENT SURVEY CONTROL
 CK2087  ___________________________________________________________________
 CK2087* NAD 83(1986)-  32 08 45.     (N)    080 47 05.     (W)     SCALED    
 CK2087* NAVD 88     -         2.001  (meters)       6.56   (feet)  ADJUSTED  
 CK2087  ___________________________________________________________________
 CK2087  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK2087  DYNAMIC HT  -           1.999 (meters)       6.56  (feet)  COMP
 CK2087  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 CK2087
 CK2087  VERT ORDER  -  FIRST     CLASS II
 CK2087
 CK2087.The horizontal coordinates were scaled from a topographic map and have
 CK2087.an estimated accuracy of +/- 6 seconds.
 CK2087
 CK2087.The orthometric height was determined by differential leveling
 CK2087.and adjusted by the National Geodetic Survey in June 1991..
 CK2087
 CK2087.The geoid height was determined by GEOID03.
 CK2087
 CK2087.The dynamic height is computed by dividing the NAVD 88
 CK2087.geopotential number by the normal gravity value computed on the
 CK2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2087.degrees latitude (g = 980.6199 gals.).
 CK2087
 CK2087.The modeled gravity was interpolated from observed gravity values.
 CK2087
 CK2087;                    North         East    Units  Estimated Accuracy
 CK2087;SPC SC       -    34,680.      629,910.      MT  (+/- 180 meters Scaled)
 CK2087
 CK2087                          SUPERSEDED SURVEY CONTROL
 CK2087
 CK2087  NGVD 29 (03/21/89)    2.284  (m)            7.49   (f) ADJUSTED    1 2
 CK2087
 CK2087.Superseded values are not recommended for survey control.
 CK2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2087.See file dsdata.txt to determine how the superseded data were derived.
 CK2087
 CK2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR203566(NAD 83)
 CK2087_MARKER: DB = BENCH MARK DISK
 CK2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2087_SP_SET: CONCRETE POST
 CK2087_STAMPING: VERT 7 066 1981
 CK2087_MARK LOGO: SCGS  
 CK2087_PROJECTION: FLUSH
 CK2087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2087
 CK2087  HISTORY     - Date     Condition        Report By
 CK2087  HISTORY     - 1981     MONUMENTED       SCGS
 CK2087  HISTORY     - 19960609 GOOD             USPSQD
 CK2087  HISTORY     - 19980304 GOOD             USPSQD
 CK2087
 CK2087                          STATION DESCRIPTION
 CK2087
 CK2087'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2087'IN HILTON HEAD ISLAND.
 CK2087'14.6 KILOMETERS (9.1 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2087'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO
 CK2087'THE SEA PINES TRAFFIC CIRCLE, CONTINUE AROUND TO THE OPPOSITE SIDE
 CK2087'OF THE TRAFFIC CIRCLE, THENCE 2.3 KILOMETERS (1.45 MILES) SOUTHWEST
 CK2087'ALONG GREENWOOD DRIVE TO THE JUNCTION OF GOVERNORS DRIVE, SET IN
 CK2087'THE NORTHEAST ANGLE OF THE INTERSECTION IN A LOW SPOT, SURROUNDED
 CK2087'WITH TREES, 22.25 METERS (73.0 FEET) NORTH OF THE CENTER LINE OF
 CK2087'GREENWOOD DRIVE, 8.01 METERS (26.3 FEET) EAST OF THE CENTER LINE
 CK2087'OF GOVERNORS DRIVE, 8.68 METERS (28.5 FEET) NORTH NORTHEAST OF THE
 CK2087'MOST EASTERLY ENTRANCE PILLAR TO GOVERNORS DRIVE, 3.8 METERS
 CK2087'(12.8 FEET) SOUTHWEST OF A 30 INCH PINE TREE.
 CK2087'THE MARK IS 1.00 M BELOW GOVERNORS DRIVE.
 CK2087
 CK2087                          STATION RECOVERY (1996)
 CK2087
 CK2087'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2087'RECOVERED IN GOOD CONDITION.
 CK2087
 CK2087                          STATION RECOVERY (1998)
 CK2087
 CK2087'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2084 ***********************************************************************
 CK2084  DESIGNATION -  7 067
 CK2084  PID         -  CK2084
 CK2084  STATE/COUNTY-  SC/BEAUFORT
 CK2084  USGS QUAD   -  BLUFFTON (1972)
 CK2084
 CK2084                         *CURRENT SURVEY CONTROL
 CK2084  ___________________________________________________________________
 CK2084* NAD 83(1986)-  32 09 20.     (N)    080 45 44.     (W)     SCALED    
 CK2084* NAVD 88     -         3.166  (meters)      10.39   (feet)  ADJUSTED  
 CK2084  ___________________________________________________________________
 CK2084  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2084  DYNAMIC HT  -           3.162 (meters)      10.37  (feet)  COMP
 CK2084  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CK2084
 CK2084  VERT ORDER  -  FIRST     CLASS II
 CK2084
 CK2084.The horizontal coordinates were scaled from a topographic map and have
 CK2084.an estimated accuracy of +/- 6 seconds.
 CK2084
 CK2084.The orthometric height was determined by differential leveling
 CK2084.and adjusted by the National Geodetic Survey in June 1991..
 CK2084
 CK2084.The geoid height was determined by GEOID03.
 CK2084
 CK2084.The dynamic height is computed by dividing the NAVD 88
 CK2084.geopotential number by the normal gravity value computed on the
 CK2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2084.degrees latitude (g = 980.6199 gals.).
 CK2084
 CK2084.The modeled gravity was interpolated from observed gravity values.
 CK2084
 CK2084;                    North         East    Units  Estimated Accuracy
 CK2084;SPC SC       -    35,760.      632,030.      MT  (+/- 180 meters Scaled)
 CK2084
 CK2084                          SUPERSEDED SURVEY CONTROL
 CK2084
 CK2084  NGVD 29 (03/21/89)    3.448  (m)           11.31   (f) ADJUSTED    1 2
 CK2084
 CK2084.Superseded values are not recommended for survey control.
 CK2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2084.See file dsdata.txt to determine how the superseded data were derived.
 CK2084
 CK2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR224577(NAD 83)
 CK2084_MARKER: DB = BENCH MARK DISK
 CK2084_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2084_SP_SET: STAINLESS STEEL ROD
 CK2084_STAMPING: VERT 7 067 1981
 CK2084_MARK LOGO: SCGS  
 CK2084_PROJECTION: FLUSH
 CK2084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2084+STABILITY: POSITION/ELEVATION WELL
 CK2084_ROD/PIPE-DEPTH: 15.3 meters
 CK2084
 CK2084  HISTORY     - Date     Condition        Report By
 CK2084  HISTORY     - 1981     MONUMENTED       SCGS
 CK2084  HISTORY     - 19960609 GOOD             USPSQD
 CK2084
 CK2084                          STATION DESCRIPTION
 CK2084
 CK2084'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2084'IN HILTON HEAD ISLAND.
 CK2084'14.6 KILOMETERS (9.1 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2084'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD, TO THE
 CK2084'SEA PINES TRAFFIC CIRCLE, SET ALONG THE EXTENDED CENTER OF U.S.
 CK2084'278 BY A POWER POLE ON THE EAST SIDE OF THE CIRCLE, 25.75 METERS
 CK2084'(84.5 FEET) SOUTHWEST OF THE NORTHEAST EDGE OF THE CIRCLE, 35.05
 CK2084'METERS (115.0 FEET) SOUTH SOUTHEAST OF THE NORTH NORTHWEST EDGE
 CK2084'OF THE CIRCLE, 1.06 METERS (3.5 FEET) SOUTH SOUTHEAST OF THE
 CK2084'POWER POLE.
 CK2084'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2084
 CK2084                          STATION RECOVERY (1996)
 CK2084
 CK2084'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2088 ***********************************************************************
 CK2088  DESIGNATION -  7 068
 CK2088  PID         -  CK2088
 CK2088  STATE/COUNTY-  SC/BEAUFORT
 CK2088  USGS QUAD   -  BLUFFTON (1972)
 CK2088
 CK2088                         *CURRENT SURVEY CONTROL
 CK2088  ___________________________________________________________________
 CK2088* NAD 83(1986)-  32 08 27.     (N)    080 47 41.     (W)     SCALED    
 CK2088* NAVD 88     -         2.883  (meters)       9.46   (feet)  ADJUSTED  
 CK2088  ___________________________________________________________________
 CK2088  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 CK2088  DYNAMIC HT  -           2.880 (meters)       9.45  (feet)  COMP
 CK2088  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CK2088
 CK2088  VERT ORDER  -  FIRST     CLASS II
 CK2088
 CK2088.The horizontal coordinates were scaled from a topographic map and have
 CK2088.an estimated accuracy of +/- 6 seconds.
 CK2088
 CK2088.The orthometric height was determined by differential leveling
 CK2088.and adjusted by the National Geodetic Survey in June 1991..
 CK2088
 CK2088.The geoid height was determined by GEOID03.
 CK2088
 CK2088.The dynamic height is computed by dividing the NAVD 88
 CK2088.geopotential number by the normal gravity value computed on the
 CK2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2088.degrees latitude (g = 980.6199 gals.).
 CK2088
 CK2088.The modeled gravity was interpolated from observed gravity values.
 CK2088
 CK2088;                    North         East    Units  Estimated Accuracy
 CK2088;SPC SC       -    34,120.      628,970.      MT  (+/- 180 meters Scaled)
 CK2088
 CK2088                          SUPERSEDED SURVEY CONTROL
 CK2088
 CK2088  NGVD 29 (03/21/89)    3.166  (m)           10.39   (f) ADJUSTED    1 2
 CK2088
 CK2088.Superseded values are not recommended for survey control.
 CK2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2088.See file dsdata.txt to determine how the superseded data were derived.
 CK2088
 CK2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR193560(NAD 83)
 CK2088_MARKER: DB = BENCH MARK DISK
 CK2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2088_SP_SET: CONCRETE POST
 CK2088_STAMPING: VERT 7 068 1981
 CK2088_MARK LOGO: SCGS  
 CK2088_PROJECTION: FLUSH
 CK2088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2088
 CK2088  HISTORY     - Date     Condition        Report By
 CK2088  HISTORY     - 1981     MONUMENTED       SCGS
 CK2088  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2088  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 CK2088  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 CK2088
 CK2088                          STATION DESCRIPTION
 CK2088
 CK2088'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2088'IN HILTON HEAD ISLAND.
 CK2088'14.5 KILOMETERS (9.05 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2088'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD, TO THE SEA
 CK2088'PINES TRAFFIC CIRCLE, CONTINUE TO THE OPPOSITE SIDE OF THE CIRCLE,
 CK2088'THENCE 2.7 KILOMETERS (1.7 MILES) SOUTHWEST ALONG GREENWOOD DRIVE,
 CK2088'THENCE 0.6 KILOMETER (0.35 MILE) WEST ALONG PLANTATION DRIVE TO THE
 CK2088'JUNCTION OF CALIBOGUE CAY ROAD, SET IN THE NORTH ANGLE OF THE
 CK2088'INTERSECTION, 10.9 METERS (35.7 FEET) NORTHEAST OF THE CENTER LINE
 CK2088'OF CALIBOGUE CAY ROAD, 19.2 METERS (63.0 FEET) NORTHWEST OF THE
 CK2088'CENTER LINE OF PLANTATION DRIVE, 4.3 METERS (14.0 FEET) NORTHWEST
 CK2088'OF A TELEPHONE JUNCTION BOX, 2.7 METERS (8.8 FEET) SOUTH SOUTHEAST
 CK2088'OF A 14 INCH OAK TREE.
 CK2088'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2088
 CK2088                          STATION RECOVERY (1990)
 CK2088
 CK2088'RECOVERY NOTE BY US POWER SQUADRON 1990 (JTS)
 CK2088'MARK NOT FOUND.
 CK2088
 CK2088                          STATION RECOVERY (1996)
 CK2088
 CK2088'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2088'MARK NOT FOUND.
 CK2088
 CK2088                          STATION RECOVERY (1998)
 CK2088
 CK2088'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2094 ***********************************************************************
 CK2094  DESIGNATION -  7 069
 CK2094  PID         -  CK2094
 CK2094  STATE/COUNTY-  SC/BEAUFORT
 CK2094  USGS QUAD   -  BLUFFTON (1972)
 CK2094
 CK2094                         *CURRENT SURVEY CONTROL
 CK2094  ___________________________________________________________________
 CK2094* NAD 83(1986)-  32 07 52.     (N)    080 47 44.     (W)     SCALED    
 CK2094* NAVD 88     -         2.739  (meters)       8.99   (feet)  ADJUSTED  
 CK2094  ___________________________________________________________________
 CK2094  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 CK2094  DYNAMIC HT  -           2.736 (meters)       8.98  (feet)  COMP
 CK2094  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CK2094
 CK2094  VERT ORDER  -  FIRST     CLASS II
 CK2094
 CK2094.The horizontal coordinates were scaled from a topographic map and have
 CK2094.an estimated accuracy of +/- 6 seconds.
 CK2094
 CK2094.The orthometric height was determined by differential leveling
 CK2094.and adjusted by the National Geodetic Survey in June 1991..
 CK2094
 CK2094.The geoid height was determined by GEOID03.
 CK2094
 CK2094.The dynamic height is computed by dividing the NAVD 88
 CK2094.geopotential number by the normal gravity value computed on the
 CK2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2094.degrees latitude (g = 980.6199 gals.).
 CK2094
 CK2094.The modeled gravity was interpolated from observed gravity values.
 CK2094
 CK2094;                    North         East    Units  Estimated Accuracy
 CK2094;SPC SC       -    33,050.      628,890.      MT  (+/- 180 meters Scaled)
 CK2094
 CK2094                          SUPERSEDED SURVEY CONTROL
 CK2094
 CK2094  NGVD 29 (03/21/89)    3.022  (m)            9.91   (f) ADJUSTED    1 2
 CK2094
 CK2094.Superseded values are not recommended for survey control.
 CK2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2094.See file dsdata.txt to determine how the superseded data were derived.
 CK2094
 CK2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR192549(NAD 83)
 CK2094_MARKER: DD = SURVEY DISK
 CK2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2094_SP_SET: CONCRETE POST
 CK2094_STAMPING: VERT 7 069 1981
 CK2094_MARK LOGO: SCGS  
 CK2094_PROJECTION: RECESSED 3 CENTIMETERS
 CK2094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2094+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 CK2094
 CK2094  HISTORY     - Date     Condition        Report By
 CK2094  HISTORY     - 1981     MONUMENTED       SCGS
 CK2094  HISTORY     - 20030609 GOOD             SCGS
 CK2094
 CK2094                          STATION DESCRIPTION
 CK2094
 CK2094'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2094'IN HILTON HEAD ISLAND.
 CK2094'14.5 KILOMETERS (9.05 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2094'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO
 CK2094'THE SEA PINES TRAFFIC CIRCLE, THENCE 4.5 KILOMETERS (2.8 MILES)
 CK2094'SOUTHWEST ALONG GREENWOOD DRIVE TO A TRAFFIC CIRCLE, SET IN THE
 CK2094'MIDDLE OF THE TRAFFIC CIRCLE, 34.4 METERS (113.0 FEET) EAST OF THE
 CK2094'WEST SIDE OF THE CIRCLE, 34.4 METERS (113.0 FEET) NORTH OF THE SOUTH
 CK2094'SIDE OF THE CIRCLE, 8.2 METERS (27.0 FEET) WEST OF A 60 INCH TWIN
 CK2094'TRUNK OAK TREE.
 CK2094'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK2094
 CK2094                          STATION RECOVERY (2003)
 CK2094
 CK2094'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2094'STATION IS LOCATED ON HILTON HEAD ISLAND, 21.9 MILES SOUTH SOUTHWEST
 CK2094'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2094'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK2094'FROM THE JUNCTION U.S. HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK2094'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK2094'SOUTHEAST ON HIGHWAY 278 BUSINESS FOR 8.5 MILES TO A TRAFFIC CIRCLE
 CK2094'JUNCTION OF  PALMETTO BAY ROAD RIGHT AND GREENWOOD DRIVE AHEAD,
 CK2094'CONTINUE ON GREENWOOD DRIVE  FOR 0.3 MILE TO A GUARD GATE ENTRANCE TO
 CK2094'SEA PINES PLANTATION, AFTER GAINING  PERMISSION/ACCESS, PROCEED AHEAD
 CK2094'ON GREENWOOD DRIVE FOR 1.4 MILES TO THE JUNCTION  OF PLANTATION DRIVE,
 CK2094'TURN RIGHT ON PLANTATION DRIVE FOR 1.0 MILE TO THE JUNCTION OF
 CK2094'LIGHTHOUSE ROAD, TURN LEFT ON LIGHTHOUSE ROAD FOR 0.5 MILE TO THE
 CK2094'STATION ON AHEAD  IN THE CENTER OF A LARGE TRAFFIC CIRCLE (FRASIER
 CK2094'CIRCLE). STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH
 CK2094'THE ROAD, 67.8 FEET NORTH  OF A WOODEN SIGN (FRASIER CIRCLE), 67.8
 CK2094'FEET WEST OF THE WEST CORNER OF A LARGE METAL  JUNCTION BOX, 26.5 FEET
 CK2094'WEST OF A 6.0-FOOT DOUBLE TRUNKED LIVE OAK TREE, 93.7 FEET  SOUTHWEST
 CK2094'OF A SMALL ELECTRICAL BOX AT THE BASE OF A DECORATIVE HOLLY TREE, 52.9
 CK2094'FEET  EAST SOUTHEAST OF A 2.5-FOOT LIVE OAK TREE. RECOVERED BY T.
 CK2094'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2108 ***********************************************************************
 CK2108  DESIGNATION -  7 070
 CK2108  PID         -  CK2108
 CK2108  STATE/COUNTY-  SC/BEAUFORT
 CK2108  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2108
 CK2108                         *CURRENT SURVEY CONTROL
 CK2108  ___________________________________________________________________
 CK2108* NAD 83(1986)-  32 07 04.     (N)    080 49 39.     (W)     SCALED    
 CK2108* NAVD 88     -         2.119  (meters)       6.95   (feet)  ADJUSTED  
 CK2108  ___________________________________________________________________
 CK2108  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2108  DYNAMIC HT  -           2.116 (meters)       6.94  (feet)  COMP
 CK2108  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 CK2108
 CK2108  VERT ORDER  -  FIRST     CLASS II
 CK2108
 CK2108.The horizontal coordinates were scaled from a topographic map and have
 CK2108.an estimated accuracy of +/- 6 seconds.
 CK2108
 CK2108.The orthometric height was determined by differential leveling
 CK2108.and adjusted by the National Geodetic Survey in June 1991..
 CK2108
 CK2108.The geoid height was determined by GEOID03.
 CK2108
 CK2108.The dynamic height is computed by dividing the NAVD 88
 CK2108.geopotential number by the normal gravity value computed on the
 CK2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2108.degrees latitude (g = 980.6199 gals.).
 CK2108
 CK2108.The modeled gravity was interpolated from observed gravity values.
 CK2108
 CK2108;                    North         East    Units  Estimated Accuracy
 CK2108;SPC SC       -    31,560.      625,880.      MT  (+/- 180 meters Scaled)
 CK2108
 CK2108                          SUPERSEDED SURVEY CONTROL
 CK2108
 CK2108  NGVD 29 (03/21/89)    2.401  (m)            7.88   (f) ADJUSTED    1 2
 CK2108
 CK2108.Superseded values are not recommended for survey control.
 CK2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2108.See file dsdata.txt to determine how the superseded data were derived.
 CK2108
 CK2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR162535(NAD 83)
 CK2108_MARKER: DD = SURVEY DISK
 CK2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2108_SP_SET: CONCRETE POST
 CK2108_STAMPING: VERT 7 070 1981
 CK2108_MARK LOGO: SCGS  
 CK2108_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2108+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 CK2108
 CK2108  HISTORY     - Date     Condition        Report By
 CK2108  HISTORY     - 1981     MONUMENTED       SCGS
 CK2108  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2108  HISTORY     - 19960609 GOOD             USPSQD
 CK2108  HISTORY     - 20030611 GOOD             SCGS
 CK2108
 CK2108                          STATION DESCRIPTION
 CK2108
 CK2108'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2108'IN HILTON HEAD ISLANFF.
 CK2108'14.4 KILOMETERS (9.0 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278,
 CK2108'FROM POST OFFICE, ON THE NORTH END OF HILTON HEAD ISLAND, TO THE SEA
 CK2108'PINES TRAFFIC CIRCLE, FOLLOW THE CIRCLE TO THE OPPOSITE SIDE, THENCE
 CK2108'6.3 KILOMETERS (3.95 MILES) SOUTHWEST ALONG GREENWOOD DRIVE, THENCE
 CK2108'3.0 KILOMETERS (1.85 MILES) WEST ALONG SOUTH SEA PINE DRIVE TO AN
 CK2108'OPEN FIELD ON THE LEFT, JUST BEFORE THE END OF THE ROAD, SET IN A
 CK2108'GROUP OF TREES, IN THE WEST CORNER OF THE OPEN FIELD, 60.9 METERS
 CK2108'(200.0 FEET) WEST NORTHWEST OF THE CENTERLINE OF THE SOUTH SEA PINES
 CK2108'DRIVE, 23.7 METERS (78.0 FEET) SOUTH SOUTHWEST OF A SAND PATH LEADING
 CK2108'TO THE WATER, 11.8 METERS (39.0 FEET) NORTH NORTHEAST OF A 12 INCH
 CK2108'PINE TREE WITH SECURITY LIGHTS MOUNTED ON IT AND 6.4 METERS (21.0
 CK2108'FEET) NORTH NORTHEAST OF A CONCRETE PATH LEADING TO THE WATER.
 CK2108'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2108
 CK2108                          STATION RECOVERY (1990)
 CK2108
 CK2108'RECOVERY NOTE BY US POWER SQUADRON 1990 (JTS)
 CK2108'MARK NOT FOUND.
 CK2108
 CK2108                          STATION RECOVERY (1996)
 CK2108
 CK2108'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2108'RECOVERED IN GOOD CONDITION.
 CK2108
 CK2108                          STATION RECOVERY (2003)
 CK2108
 CK2108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2108'STATION IS LOCATED ON HILTON HEAD ISLAND, 23.45 MILES SOUTH SOUTHWEST
 CK2108'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2108'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK2108'FROM THE JUNCTION U.S. HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK2108'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK2108'SOUTHEAST ON HIGHWAY  278 BUSINESS FOR 8.5 MILES TO A TRAFFIC CIRCLE
 CK2108'JUNCTION OF  PALMETTO BAY ROAD RIGHT AND GREENWOOD DRIVE AHEAD,
 CK2108'CONTINUE ON GREENWOOD DRIVE  FOR 0.3 MILE TO A GUARD GATE ENTRANCE TO
 CK2108'SEA PINES PLANTATION, AFTER GAINING  PERMISSION/ACCESS, PROCEED AHEAD
 CK2108'ON GREENWOOD DRIVE FOR 1.4 MILES TO THE JUNCTION  OF PLANTATION DRIVE,
 CK2108'TURN RIGHT ON PLANTATION DRIVE FOR 1.0 MILE TO THE JUNCTION OF
 CK2108'LIGHTHOUSE ROAD, TURN LEFT ON LIGHTHOUSE ROAD FOR 0.5 MILE TO A LARGE
 CK2108'TRAFFIC CIRCLE  (FRASIER CIRCLE) AND GREENWOOD DRIVE, TURN RIGHT ON
 CK2108'GREENWOOD DRIVE FOR 1.0 MILE TO  THE JUNCTION OF SOUTH SEAPINES DRIVE,
 CK2108'TURN RIGHT ON SOUTH SEAPINES DRIVE FOR 1.8 MILES  TO THE STATION ON
 CK2108'THE LEFT IN A WOODED AREA AND NORTHWEST OF THE NORTH CORNER OF A
 CK2108'STUCCO VILLA. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT, 200.0
 CK2108'FEET WEST NORTHWEST OF THE CENTER  OF SOUTH SEAPINES DRIVE, 80.0 FEET
 CK2108'SOUTHWEST OF THE CENTER OF A SAND PATH  LEADING TO THE BEACH, 39.5
 CK2108'FEET NORTH NORTHEAST OF A 1.4-FOOT PINE TREE WITH A SECURITY  LIGHT
 CK2108'ATTACHED, 26.8 FEET NORTH NORTHEAST OF THE CENTER OF A CONCRETE PATH
 CK2108'FROM THE  VILLAS TO THE BEACH.  RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2102 ***********************************************************************
 CK2102  DESIGNATION -  7 071
 CK2102  PID         -  CK2102
 CK2102  STATE/COUNTY-  SC/BEAUFORT
 CK2102  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2102
 CK2102                         *CURRENT SURVEY CONTROL
 CK2102  ___________________________________________________________________
 CK2102* NAD 83(1986)-  32 06 48.     (N)    080 48 47.     (W)     SCALED    
 CK2102* NAVD 88     -         1.712  (meters)       5.62   (feet)  ADJUSTED  
 CK2102  ___________________________________________________________________
 CK2102  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK2102  DYNAMIC HT  -           1.710 (meters)       5.61  (feet)  COMP
 CK2102  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 CK2102
 CK2102  VERT ORDER  -  FIRST     CLASS II
 CK2102
 CK2102.The horizontal coordinates were scaled from a topographic map and have
 CK2102.an estimated accuracy of +/- 6 seconds.
 CK2102
 CK2102.The orthometric height was determined by differential leveling
 CK2102.and adjusted by the National Geodetic Survey in June 1991..
 CK2102
 CK2102.The geoid height was determined by GEOID03.
 CK2102
 CK2102.The dynamic height is computed by dividing the NAVD 88
 CK2102.geopotential number by the normal gravity value computed on the
 CK2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2102.degrees latitude (g = 980.6199 gals.).
 CK2102
 CK2102.The modeled gravity was interpolated from observed gravity values.
 CK2102
 CK2102;                    North         East    Units  Estimated Accuracy
 CK2102;SPC SC       -    31,070.      627,250.      MT  (+/- 180 meters Scaled)
 CK2102
 CK2102                          SUPERSEDED SURVEY CONTROL
 CK2102
 CK2102  NGVD 29 (03/21/89)    1.994  (m)            6.54   (f) ADJUSTED    1 2
 CK2102
 CK2102.Superseded values are not recommended for survey control.
 CK2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2102.See file dsdata.txt to determine how the superseded data were derived.
 CK2102
 CK2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR176530(NAD 83)
 CK2102_MARKER: DD = SURVEY DISK
 CK2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2102_SP_SET: CONCRETE POST
 CK2102_STAMPING: VERT 7 071 1981
 CK2102_MARK LOGO: SCGS  
 CK2102_PROJECTION: RECESSED 46 CENTIMETERS
 CK2102_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2102+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 CK2102
 CK2102  HISTORY     - Date     Condition        Report By
 CK2102  HISTORY     - 1981     MONUMENTED       SCGS
 CK2102  HISTORY     - 1990     GOOD             USPSQD
 CK2102  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 CK2102  HISTORY     - 20030610 GOOD             SCGS
 CK2102
 CK2102                          STATION DESCRIPTION
 CK2102
 CK2102'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2102'IN HILTON HEAD ISLAND.
 CK2102'14.5 KILOMETERS (9.0 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2102'POST OFFICE, ON THE NORTH END OF HILTON HEAD ISLAND, TO THE SEA PINES
 CK2102'TRAFFIC CIRCLE, CONTINUE AROUND TO THE OPPOSITE SIDE OF THE CIRCLE,
 CK2102'THENCE 6.3 KILOMETERS (3.95 MILES) WEST ALONG GREENWOOD DRIVE, THENCE
 CK2102'1.0 KILOMETER (0.65 MILE) SOUTHWEST ALONG SOUTH SEA PINES DRIVE
 CK2102'TO THE INTERSECTION OF SPRUNT POND ROAD SET IN THE SOUTHWEST ANGLE
 CK2102'OF THE INTERSECTION, BETWEEN TWO 24 INCH PALMETTO TREES, 54.7 METERS
 CK2102'(179.0 FEET) SOUTHWEST OF A FIRE HYDRANT, 12.8 METERS (42.0 FEET)
 CK2102'NORTH NORTHEAST OF A 12 INCH OAK TREE, 12.6 METERS (41.2 FEET) SOUTH
 CK2102'OF THE CENTERLINE OF SOUTH SEA PINES DRIVE, 11.6 METERS (38.0 FEET)
 CK2102'WEST OF THE CENTER OF SPRUNT POND ROAD, 3.0 METERS (10.0 FEET)
 CK2102'EAST OF A 24 INCH PALMETTO TREE AND 2.8 METERS (9.3 FEET) WEST OF A
 CK2102'24 INCH PALMETTO TREE.
 CK2102'THE MARK IS 0.30 M BELOW ROAD.
 CK2102
 CK2102                          STATION RECOVERY (1990)
 CK2102
 CK2102'RECOVERY NOTE BY US POWER SQUADRON 1990 (JTS)
 CK2102'RECOVERED IN GOOD CONDITION.
 CK2102
 CK2102                          STATION RECOVERY (1996)
 CK2102
 CK2102'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2102'MARK NOT FOUND.
 CK2102
 CK2102                          STATION RECOVERY (2003)
 CK2102
 CK2102'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2102'STATION IS LOCATED ON HILTON HEAD ISLAND, 23.4 MILES SOUTH SOUTHWEST
 CK2102'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2102'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK2102'FROM THE JUNCTION U.S. HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK2102'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK2102'SOUTHEAST ON HIGHWAY  278 BUSINESS FOR 8.5 MILES TO A TRAFFIC CIRCLE
 CK2102'JUNCTION OF  PALMETTO BAY ROAD RIGHT AND GREENWOOD DRIVE AHEAD,
 CK2102'CONTINUE ON GREENWOOD DRIVE  FOR 0.3 MILE TO A GUARD GATE ENTRANCE TO
 CK2102'SEA PINES PLANTATION, AFTER GAINING  PERMISSION/ACCESS, PROCEED AHEAD
 CK2102'ON GREENWOOD DRIVE FOR 1.4 MILES TO THE JUNCTION  OF PLANTATION DRIVE,
 CK2102'TURN RIGHT ON PLANTATION DRIVE FOR 1.0 MILE TO THE JUNCTION OF
 CK2102'LIGHTHOUSE ROAD, TURN LEFT ON LIGHTHOUSE ROAD FOR 0.5 MILE TO A LARGE
 CK2102'TRAFFIC CIRCLE  (FRASIER CIRCLE) AND GREENWOOD DRIVE, TURN RIGHT ON
 CK2102'GREENWOOD DRIVE FOR 1.0 MILE TO  THE JUNCTION OF SOUTH SEAPINES DRIVE,
 CK2102'TURN RIGHT ON SOUTH SEAPINES DRIVE FOR 0.6 MILE  TO THE STATION ON THE
 CK2102'LEFT IN THE SOUTHWEST ANGLE OF THE JUNCTION OF SPRUNT POND ROAD  AND
 CK2102'IN THE NORTHEAST CORNER OF THE YARD OF A WOODEN HOUSE NUMBER 3.
 CK2102'STATION IS A CONCRETE POST RECESSED 1.5 FEET AND 1.5 FEET BELOW THE
 CK2102'ROADS,  40.9 FEET SOUTH SOUTHEAST OF THE CENTER OF SOUTH SEAPINES
 CK2102'DRIVE, 37.5 FEET  WEST SOUTHWEST OF THE CENTER OF SPRUNT POND ROAD,
 CK2102'28.3 FEET NORTHEAST OF  THE NORTHEAST CORNER OF THE HOUSE, 8.7 FEET
 CK2102'EAST OF A 1.0-FOOT PALMETTO TREE  WITH A SCGS REFERENCE WASHER
 CK2102'ATTACHED, 9.3 FEET WEST OF A 1.3-FOOT PALMETTO  TREE WITH A SCGS
 CK2102'REFERENCE WASHER ATTACHED.  RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2095 ***********************************************************************
 CK2095  DESIGNATION -  7 072
 CK2095  PID         -  CK2095
 CK2095  STATE/COUNTY-  SC/BEAUFORT
 CK2095  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2095
 CK2095                         *CURRENT SURVEY CONTROL
 CK2095  ___________________________________________________________________
 CK2095* NAD 83(1986)-  32 07 08.     (N)    080 48 12.     (W)     SCALED    
 CK2095* NAVD 88     -         2.083  (meters)       6.83   (feet)  ADJUSTED  
 CK2095  ___________________________________________________________________
 CK2095  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK2095  DYNAMIC HT  -           2.080 (meters)       6.82  (feet)  COMP
 CK2095  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CK2095
 CK2095  VERT ORDER  -  FIRST     CLASS II
 CK2095
 CK2095.The horizontal coordinates were scaled from a topographic map and have
 CK2095.an estimated accuracy of +/- 6 seconds.
 CK2095
 CK2095.The orthometric height was determined by differential leveling
 CK2095.and adjusted by the National Geodetic Survey in June 1991..
 CK2095
 CK2095.The geoid height was determined by GEOID03.
 CK2095
 CK2095.The dynamic height is computed by dividing the NAVD 88
 CK2095.geopotential number by the normal gravity value computed on the
 CK2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2095.degrees latitude (g = 980.6199 gals.).
 CK2095
 CK2095.The modeled gravity was interpolated from observed gravity values.
 CK2095
 CK2095;                    North         East    Units  Estimated Accuracy
 CK2095;SPC SC       -    31,690.      628,160.      MT  (+/- 180 meters Scaled)
 CK2095
 CK2095                          SUPERSEDED SURVEY CONTROL
 CK2095
 CK2095  NGVD 29 (03/21/89)    2.365  (m)            7.76   (f) ADJUSTED    1 2
 CK2095
 CK2095.Superseded values are not recommended for survey control.
 CK2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2095.See file dsdata.txt to determine how the superseded data were derived.
 CK2095
 CK2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR185536(NAD 83)
 CK2095_MARKER: DD = SURVEY DISK
 CK2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2095_SP_SET: CONCRETE POST
 CK2095_STAMPING: VERT 7 072 1981
 CK2095_MARK LOGO: SCGS  
 CK2095_PROJECTION: FLUSH
 CK2095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2095+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 CK2095
 CK2095  HISTORY     - Date     Condition        Report By
 CK2095  HISTORY     - 1981     MONUMENTED       SCGS
 CK2095  HISTORY     - 1990     GOOD             USPSQD
 CK2095  HISTORY     - 19960609 GOOD             USPSQD
 CK2095  HISTORY     - 19980304 GOOD             USPSQD
 CK2095  HISTORY     - 20030609 GOOD             SCGS
 CK2095
 CK2095                          STATION DESCRIPTION
 CK2095
 CK2095'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2095'IN HILTON HEAD ISLAND.
 CK2095'14.5 KILOMETERS (9.0 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278,
 CK2095'FROM THE POST OFFICE, ON THE NORTH END OF HILTON HEAD ISLAND, TO THE
 CK2095'SEA PINES TRAFFIC CIRCLE, CONTINUE AROUND TO THE OPPOSITE SIDE OF
 CK2095'THE CIRCLE, THENCE 6.3 KILOMETERS (3.95 MILES) WEST ALONG GREENWOOD
 CK2095'DRIVE TO THE INTERSECTION OF SOUTH SEA PINES DRIVE AND NORTH SEA
 CK2095'PINES DRIVE, SET IN THE NORTHEAST ANGLE OF THE INTERSECTION BETWEEN
 CK2095'A SMALL CREEK AND A METAL WET WELL FOR THE SEWER SYSTEM, PROJECTING
 CK2095'3 FEET ABOVE THE GROUND, 24.99 METERS (82.0 FEET) SOUTH SOUTHWEST
 CK2095'OF BENCHMARK E 11, 18.9 METERS (62.0 FEET) NORTH OF THE CENTERLINE
 CK2095'OF NORTH SEA PINES DRIVE, 11.3 METERS (37.0 FEET) EAST OF THE
 CK2095'CENTERLINE OF GREENWOOD DRIVE, 6.7 METERS (22.0 FEET) SOUTHEAST
 CK2095'OF A 12 INCH PINE TREE, 6.6 METERS (21.5 FEET) WEST NORTHWEST OF
 CK2095'THE METAL WET WELL FOR THE SEWER AND 3.0 METERS (10.0 FEET) NORTHEAST
 CK2095'OF A POWERPOLE WITH LINES LEADING ACROSS THE INTERSECTION.
 CK2095'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2095
 CK2095                          STATION RECOVERY (1990)
 CK2095
 CK2095'RECOVERY NOTE BY US POWER SQUADRON 1990 (CBS)
 CK2095'RECOVERED IN GOOD CONDITION.
 CK2095
 CK2095                          STATION RECOVERY (1996)
 CK2095
 CK2095'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2095'RECOVERED IN GOOD CONDITION.
 CK2095
 CK2095                          STATION RECOVERY (1998)
 CK2095
 CK2095'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2095'RECOVERED IN GOOD CONDITION.
 CK2095
 CK2095                          STATION RECOVERY (2003)
 CK2095
 CK2095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2095'STATION IS LOCATED ON HILTON HEAD ISLAND, 22.85 MILES SOUTH SOUTHWEST
 CK2095'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2095'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK2095'FROM THE JUNCTION U.S. HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK2095'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK2095'SOUTHEAST ON HIGHWAY 278 BUSINESS FOR 8.5 MILES TO A TRAFFIC CIRCLE
 CK2095'JUNCTION OF  PALMETTO BAY ROAD RIGHT AND GREENWOOD DRIVE AHEAD,
 CK2095'CONTINUE ON GREENWOOD DRIVE  FOR 0.3 MILE TO A GUARD GATE ENTRANCE TO
 CK2095'SEA PINES PLANTATION, AFTER GAINING  PERMISSION/ACCESS, PROCEED AHEAD
 CK2095'ON GREENWOOD DRIVE FOR 1.4 MILES TO THE JUNCTION  OF PLANTATION DRIVE,
 CK2095'TURN RIGHT ON PLANTATION DRIVE FOR 1.0 MILE TO THE JUNCTION OF
 CK2095'LIGHTHOUSE ROAD, TURN LEFT ON LIGHTHOUSE ROAD FOR 0.5 MILE TO A LARGE
 CK2095'TRAFFIC CIRCLE  (FRASIER CIRCLE) AND GREENWOOD DRIVE, TURN RIGHT ON
 CK2095'GREENWOOD DRIVE FOR 1.0 MILE TO  THE STATION ON THE RIGHT NEAR A POWER
 CK2095'POLE IN THE NORTHEAST ANGLE OF THE JUNCTION OF  SOUTH SEAPINES DRIVE.
 CK2095'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK2095'ROADS,  22.4 FEET WEST NORTHWEST THE CENTER OF A METAL SEWER WET WELL
 CK2095'PROJECTING  2.0 FEET, 9.9 FEET EAST NORTHEAST OF A POWER POLE NUMBER
 CK2095'791225/1, 21.6 FEET  NORTHEAST OF THE NORTHEAST CONCRETE CURB AT THE
 CK2095'JUNCTION, 12.6 FEET  NORTHWEST OF THE CENTER OF A FLUSH MOUNTED METAL
 CK2095'MANHOLE COVER.  RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2070 ***********************************************************************
 CK2070  DESIGNATION -  7 073
 CK2070  PID         -  CK2070
 CK2070  STATE/COUNTY-  SC/BEAUFORT
 CK2070  USGS QUAD   -  HILTON HEAD (1971)
 CK2070
 CK2070                         *CURRENT SURVEY CONTROL
 CK2070  ___________________________________________________________________
 CK2070* NAD 83(1986)-  32 12 09.     (N)    080 42 46.     (W)     SCALED    
 CK2070* NAVD 88     -         3.169  (meters)      10.40   (feet)  ADJUSTED  
 CK2070  ___________________________________________________________________
 CK2070  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2070  DYNAMIC HT  -           3.165 (meters)      10.38  (feet)  COMP
 CK2070  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 CK2070
 CK2070  VERT ORDER  -  FIRST     CLASS II
 CK2070
 CK2070.The horizontal coordinates were scaled from a topographic map and have
 CK2070.an estimated accuracy of +/- 6 seconds.
 CK2070
 CK2070.The orthometric height was determined by differential leveling
 CK2070.and adjusted by the National Geodetic Survey in June 1991..
 CK2070
 CK2070.The geoid height was determined by GEOID03.
 CK2070
 CK2070.The dynamic height is computed by dividing the NAVD 88
 CK2070.geopotential number by the normal gravity value computed on the
 CK2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2070.degrees latitude (g = 980.6199 gals.).
 CK2070
 CK2070.The modeled gravity was interpolated from observed gravity values.
 CK2070
 CK2070;                    North         East    Units  Estimated Accuracy
 CK2070;SPC SC       -    40,980.      636,680.      MT  (+/- 180 meters Scaled)
 CK2070
 CK2070                          SUPERSEDED SURVEY CONTROL
 CK2070
 CK2070  NGVD 29 (03/21/89)    3.451  (m)           11.32   (f) ADJUSTED    1 2
 CK2070
 CK2070.Superseded values are not recommended for survey control.
 CK2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2070.See file dsdata.txt to determine how the superseded data were derived.
 CK2070
 CK2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR270629(NAD 83)
 CK2070_MARKER: DB = BENCH MARK DISK
 CK2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2070_SP_SET: CONCRETE POST
 CK2070_STAMPING: VERT 7 073 1981
 CK2070_MARK LOGO: SCGS  
 CK2070_PROJECTION: FLUSH
 CK2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2070
 CK2070  HISTORY     - Date     Condition        Report By
 CK2070  HISTORY     - 1981     MONUMENTED       SCGS
 CK2070  HISTORY     - 1990     GOOD             USPSQD
 CK2070  HISTORY     - 19960611 GOOD             USPSQD
 CK2070
 CK2070                          STATION DESCRIPTION
 CK2070
 CK2070'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2070'IN HILTON HEAD ISLAND.
 CK2070'6.6 KILOMETERS (4.1 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2070'POST OFFICE AT THE NORTH END OF HILTON HEAD, THENCE 0.4 KILOMETER
 CK2070'(0.25 MILE) NORTHWEST ALONG COUNTY ROAD S-7-245, THENCE 1.0 KILOMETER
 CK2070'(0.55 MILE) WEST ALONG COUNTY ROAD S-7-44, SET BY THE FIRST POWER
 CK2070'POLE SOUTHWEST OF A MAJOR POWER LINE CROSSING, 36.1 METERS (118.0 FEET
 CK2070'SOUTHWEST OF A MAJOR POWER LINE CROSSING POLE, 2.6 METERS (28.8 FEET)
 CK2070'NORTH NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.9 METERS (16.1 FEET)
 CK2070'SOUTH SOUTHEAST OF A 20 INCH TWIN TRUNK OAK TREE, 1.4 METERS
 CK2070'(4.7 FEET) WEST OF A POWER LINE POLE WITH A WITNESS SIGN, 0.4 METER
 CK2070'(1.5 FEET) SOUTH SOUTHEAST OF A RAIL FENCE.
 CK2070'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2070
 CK2070                          STATION RECOVERY (1990)
 CK2070
 CK2070'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2070'RECOVERED IN GOOD CONDITION.
 CK2070
 CK2070                          STATION RECOVERY (1996)
 CK2070
 CK2070'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2068 ***********************************************************************
 CK2068  DESIGNATION -  7 074
 CK2068  PID         -  CK2068
 CK2068  STATE/COUNTY-  SC/BEAUFORT
 CK2068  USGS QUAD   -  HILTON HEAD (1971)
 CK2068
 CK2068                         *CURRENT SURVEY CONTROL
 CK2068  ___________________________________________________________________
 CK2068* NAD 83(1986)-  32 12 41.     (N)    080 40 54.     (W)     SCALED    
 CK2068* NAVD 88     -         2.881  (meters)       9.45   (feet)  ADJUSTED  
 CK2068  ___________________________________________________________________
 CK2068  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2068  DYNAMIC HT  -           2.878 (meters)       9.44  (feet)  COMP
 CK2068  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 CK2068
 CK2068  VERT ORDER  -  FIRST     CLASS II
 CK2068
 CK2068.The horizontal coordinates were scaled from a topographic map and have
 CK2068.an estimated accuracy of +/- 6 seconds.
 CK2068
 CK2068.The orthometric height was determined by differential leveling
 CK2068.and adjusted by the National Geodetic Survey in June 1991..
 CK2068
 CK2068.The geoid height was determined by GEOID03.
 CK2068
 CK2068.The dynamic height is computed by dividing the NAVD 88
 CK2068.geopotential number by the normal gravity value computed on the
 CK2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2068.degrees latitude (g = 980.6199 gals.).
 CK2068
 CK2068.The modeled gravity was interpolated from observed gravity values.
 CK2068
 CK2068;                    North         East    Units  Estimated Accuracy
 CK2068;SPC SC       -    41,980.      639,610.      MT  (+/- 180 meters Scaled)
 CK2068
 CK2068                          SUPERSEDED SURVEY CONTROL
 CK2068
 CK2068  NGVD 29 (03/21/89)    3.163  (m)           10.38   (f) ADJUSTED    1 2
 CK2068
 CK2068.Superseded values are not recommended for survey control.
 CK2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2068.See file dsdata.txt to determine how the superseded data were derived.
 CK2068
 CK2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR299639(NAD 83)
 CK2068_MARKER: DB = BENCH MARK DISK
 CK2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2068_SP_SET: CONCRETE POST
 CK2068_STAMPING: VERT 7 074 1981
 CK2068_MARK LOGO: SCGS  
 CK2068_PROJECTION: FLUSH
 CK2068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2068
 CK2068  HISTORY     - Date     Condition        Report By
 CK2068  HISTORY     - 1981     MONUMENTED       SCGS
 CK2068  HISTORY     - 19990208 MARK NOT FOUND   USPSQD
 CK2068
 CK2068                          STATION DESCRIPTION
 CK2068
 CK2068'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2068'IN HILTON HEAD ISLAND.
 CK2068'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2068'POST OFFICE AT THE NORTH END OF HILTON HEAD, TO THE PORT ROYAL
 CK2068'PLANTATION ENTRANCE, THENCE 2.6 KILOMETERS (1.65 MILES) EASTERLY
 CK2068'ALONG COGGIN POINT DRIVE, THENCE 2.3 KILOMETERS (1.4 MILES) SOUT
 CK2068'ALONG SOUTH PORT ROYAL DRIVE, TO THE INTERSECTION OF BARNACLE ROAD,
 CK2068'SET ON THE RIGHT IN A WOODED AREA, 11.85 METERS (38.9 FEET) NORTHWEST
 CK2068'OF THE CENTER LINE OF SOUTH PORT ROYAL DRIVE, 5.67 METERS (18.6 FEET)
 CK2068'NORTHEAST OF THE EXTENDED CENTER LINE OF BARNICAL ROAD, 3.17 METERS
 CK2068'(10.4 FEET) WEST OF A TELEPHONE JUNCTION BOX, 2.56 METERS (8.4 FEET)
 CK2068'NORTHEAST OF A 10 INCH OAK TREE.
 CK2068'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2068
 CK2068                          STATION RECOVERY (1999)
 CK2068
 CK2068'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2072 ***********************************************************************
 CK2072  DESIGNATION -  7 075
 CK2072  PID         -  CK2072
 CK2072  STATE/COUNTY-  SC/BEAUFORT
 CK2072  USGS QUAD   -  HILTON HEAD (1971)
 CK2072
 CK2072                         *CURRENT SURVEY CONTROL
 CK2072  ___________________________________________________________________
 CK2072* NAD 83(1986)-  32 11 42.     (N)    080 44 33.     (W)     SCALED    
 CK2072* NAVD 88     -         4.226  (meters)      13.86   (feet)  ADJUSTED  
 CK2072  ___________________________________________________________________
 CK2072  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2072  DYNAMIC HT  -           4.221 (meters)      13.85  (feet)  COMP
 CK2072  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CK2072
 CK2072  VERT ORDER  -  FIRST     CLASS II
 CK2072
 CK2072.The horizontal coordinates were scaled from a topographic map and have
 CK2072.an estimated accuracy of +/- 6 seconds.
 CK2072
 CK2072.The orthometric height was determined by differential leveling
 CK2072.and adjusted by the National Geodetic Survey in June 1991..
 CK2072
 CK2072.The geoid height was determined by GEOID03.
 CK2072
 CK2072.The dynamic height is computed by dividing the NAVD 88
 CK2072.geopotential number by the normal gravity value computed on the
 CK2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2072.degrees latitude (g = 980.6199 gals.).
 CK2072
 CK2072.The modeled gravity was interpolated from observed gravity values.
 CK2072
 CK2072;                    North         East    Units  Estimated Accuracy
 CK2072;SPC SC       -    40,140.      633,880.      MT  (+/- 180 meters Scaled)
 CK2072
 CK2072                          SUPERSEDED SURVEY CONTROL
 CK2072
 CK2072  NGVD 29 (03/21/89)    4.507  (m)           14.79   (f) ADJUSTED    1 2
 CK2072
 CK2072.Superseded values are not recommended for survey control.
 CK2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2072.See file dsdata.txt to determine how the superseded data were derived.
 CK2072
 CK2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR242620(NAD 83)
 CK2072_MARKER: DB = BENCH MARK DISK
 CK2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2072_SP_SET: CONCRETE POST
 CK2072_STAMPING: VERT 7 075 1981
 CK2072_MARK LOGO: SCGS  
 CK2072_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2072
 CK2072  HISTORY     - Date     Condition        Report By
 CK2072  HISTORY     - 1981     MONUMENTED       SCGS
 CK2072  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2072  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 CK2072
 CK2072                          STATION DESCRIPTION
 CK2072
 CK2072'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2072'IN HILTON HEAD ISLAND.
 CK2072'6.6 KILOMETERS (4.1 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2072'POST OFFICE AT THE NORTH END OF HILTON HEAD ISLAND, THENCE 0.4
 CK2072'KILOMETER (0.25 MILE) NORTHWEST ALONG COUNTY ROAD S-7-44, THENCE
 CK2072'4.1 KILOMETERS (2.55 MILES) WEST ALONG COUNTY ROAD S-7-245, SET
 CK2072'ON THE SOUTHEAST SIDE OF THE ROAD, ABOUT 0.1 KILOMETER (0.05 MILE)
 CK2072'WEST OF A CURVE AND A ABANDONED FORK ROAD LEADING NORTH NORTHEAST,
 CK2072'12.9 METERS (42.5 FEET) SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CK2072'5.6 METERS (18.6 FEET) SOUTH SOUTHEAST OF A POWER LINE POLE,
 CK2072'2.0 METERS (6.77 FEET) NORTH OF A 12 INCH PINE TREE.
 CK2072'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 CK2072'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2072
 CK2072                          STATION RECOVERY (1990)
 CK2072
 CK2072'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2072'MARK NOT FOUND.
 CK2072
 CK2072                          STATION RECOVERY (1996)
 CK2072
 CK2072'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2071 ***********************************************************************
 CK2071  DESIGNATION -  7 076
 CK2071  PID         -  CK2071
 CK2071  STATE/COUNTY-  SC/BEAUFORT
 CK2071  USGS QUAD   -  HILTON HEAD (1971)
 CK2071
 CK2071                         *CURRENT SURVEY CONTROL
 CK2071  ___________________________________________________________________
 CK2071* NAD 83(1986)-  32 11 54.     (N)    080 43 41.     (W)     SCALED    
 CK2071* NAVD 88     -         3.657  (meters)      12.00   (feet)  ADJUSTED  
 CK2071  ___________________________________________________________________
 CK2071  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2071  DYNAMIC HT  -           3.653 (meters)      11.98  (feet)  COMP
 CK2071  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 CK2071
 CK2071  VERT ORDER  -  FIRST     CLASS II
 CK2071
 CK2071.The horizontal coordinates were scaled from a topographic map and have
 CK2071.an estimated accuracy of +/- 6 seconds.
 CK2071
 CK2071.The orthometric height was determined by differential leveling
 CK2071.and adjusted by the National Geodetic Survey in June 1991..
 CK2071
 CK2071.The geoid height was determined by GEOID03.
 CK2071
 CK2071.The dynamic height is computed by dividing the NAVD 88
 CK2071.geopotential number by the normal gravity value computed on the
 CK2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2071.degrees latitude (g = 980.6199 gals.).
 CK2071
 CK2071.The modeled gravity was interpolated from observed gravity values.
 CK2071
 CK2071;                    North         East    Units  Estimated Accuracy
 CK2071;SPC SC       -    40,520.      635,240.      MT  (+/- 180 meters Scaled)
 CK2071
 CK2071                          SUPERSEDED SURVEY CONTROL
 CK2071
 CK2071  NGVD 29 (03/21/89)    3.938  (m)           12.92   (f) ADJUSTED    1 2
 CK2071
 CK2071.Superseded values are not recommended for survey control.
 CK2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2071.See file dsdata.txt to determine how the superseded data were derived.
 CK2071
 CK2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR256624(NAD 83)
 CK2071_MARKER: DB = BENCH MARK DISK
 CK2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2071_SP_SET: CONCRETE POST
 CK2071_STAMPING: VERT 7 076 1981
 CK2071_MARK LOGO: SCGS  
 CK2071_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2071
 CK2071  HISTORY     - Date     Condition        Report By
 CK2071  HISTORY     - 1981     MONUMENTED       SCGS
 CK2071  HISTORY     - 1990     GOOD             USPSQD
 CK2071  HISTORY     - 19960611 GOOD             USPSQD
 CK2071
 CK2071                          STATION DESCRIPTION
 CK2071
 CK2071'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2071'IN HILTON HEAD ISLAND.
 CK2071'6.6 KILOMETERS (4.1 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE POST
 CK2071'OFFICE ON THE NORTH END OF HILTON HEAD, THENCE 0.4 KILOMETER
 CK2071'(0.25 MILE) NORTHWEST ALONG COUNTY ROAD S-7-44, THENCE 2.6 KILOMETERS
 CK2071'(1.6 MILES) WEST ALONG COUNTY ROAD S-7-245, SET IN THE WOODS AT THE
 CK2071'WEST END OF A OPEN FIELD, BY A LARGE LONE PINE TREE, 29.1 METERS
 CK2071'(95.7 FEET) WEST SOUTHWEST OF A SAND DRIVEWAY, 21.6 METERS (71.0 FEET)
 CK2071'WEST NORTHWEST AND ACROSS THE ROAD FROM A POWER POLE, 9.7 METERS
 CK2071'(32.0 FEET) NORTH NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.3
 CK2071'METERS (14.3 FEET) WEST SOUTHWEST OF A 30 INCH LONE PINE TREE.
 CK2071'THE MARK IS 0.30 M ABOVE ROADD.
 CK2071
 CK2071                          STATION RECOVERY (1990)
 CK2071
 CK2071'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2071'RECOVERED IN GOOD CONDITION.
 CK2071
 CK2071                          STATION RECOVERY (1996)
 CK2071
 CK2071'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2101 ***********************************************************************
 CK2101  DESIGNATION -  7 077
 CK2101  PID         -  CK2101
 CK2101  STATE/COUNTY-  SC/BEAUFORT
 CK2101  USGS QUAD   -  BLUFFTON (1972)
 CK2101
 CK2101                         *CURRENT SURVEY CONTROL
 CK2101  ___________________________________________________________________
 CK2101* NAD 83(1986)-  32 07 35.     (N)    080 47 27.     (W)     SCALED    
 CK2101* NAVD 88     -         1.704  (meters)       5.59   (feet)  ADJUSTED  
 CK2101  ___________________________________________________________________
 CK2101  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK2101  DYNAMIC HT  -           1.703 (meters)       5.59  (feet)  COMP
 CK2101  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 CK2101
 CK2101  VERT ORDER  -  FIRST     CLASS II
 CK2101
 CK2101.The horizontal coordinates were scaled from a topographic map and have
 CK2101.an estimated accuracy of +/- 6 seconds.
 CK2101
 CK2101.The orthometric height was determined by differential leveling
 CK2101.and adjusted by the National Geodetic Survey in June 1991..
 CK2101
 CK2101.The geoid height was determined by GEOID03.
 CK2101
 CK2101.The dynamic height is computed by dividing the NAVD 88
 CK2101.geopotential number by the normal gravity value computed on the
 CK2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2101.degrees latitude (g = 980.6199 gals.).
 CK2101
 CK2101.The modeled gravity was interpolated from observed gravity values.
 CK2101
 CK2101;                    North         East    Units  Estimated Accuracy
 CK2101;SPC SC       -    32,520.      629,340.      MT  (+/- 180 meters Scaled)
 CK2101
 CK2101                          SUPERSEDED SURVEY CONTROL
 CK2101
 CK2101  NGVD 29 (03/21/89)    1.987  (m)            6.52   (f) ADJUSTED    1 2
 CK2101
 CK2101.Superseded values are not recommended for survey control.
 CK2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2101.See file dsdata.txt to determine how the superseded data were derived.
 CK2101
 CK2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR197544(NAD 83)
 CK2101_MARKER: DD = SURVEY DISK
 CK2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2101_SP_SET: CONCRETE POST
 CK2101_STAMPING: VERT 7 077 1981
 CK2101_MARK LOGO: SCGS  
 CK2101_PROJECTION: RECESSED 30 CENTIMETERS
 CK2101_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2101+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 CK2101
 CK2101  HISTORY     - Date     Condition        Report By
 CK2101  HISTORY     - 1981     MONUMENTED       SCGS
 CK2101  HISTORY     - 1990     GOOD             USPSQD
 CK2101  HISTORY     - 19960609 GOOD             USPSQD
 CK2101  HISTORY     - 19980304 GOOD             USPSQD
 CK2101  HISTORY     - 20030609 GOOD             SCGS
 CK2101
 CK2101                          STATION DESCRIPTION
 CK2101
 CK2101'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2101'IN HILTON HEAD ISLAND.
 CK2101'14.4 KILOMETERS (9.0 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2101'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO THE
 CK2101'SEA PINES TRAFFIC CIRCLE, THENCE 1.7 KILOMETERS (1.05 MILES) SOUTH
 CK2101'ALONG POPE AVENUE, THENCE 2.2 KILOMETERS (1.4 MILES) WESTERLY ALONG
 CK2101'SOUTH FOREST BEACH DRIVE TO THE SOUTHEAST ENTRANCE GATE TO SEA
 CK2101'PINES PLANTATION, CONTINUE 1.9 KILOMETERS (1.2 MILES) WESTERLY
 CK2101'ALONG NORTH SEA PINES DRIVE TO THE JUNCTION OF LIGHTHOUSE ROAD
 CK2101'ON THE RIGHT, SET IN THE WEST ANGLE OF THE INTERSECTION MIDWAY
 CK2101'BETWEEN TWO OAK TREES, 12.3 METERS (40.5 FEET) NORTH NORTHWEST OF
 CK2101'THE CENTER LINE OF NORTH SEA PINES DRIVE, 19.2 METERS (63.0 FEET)
 CK2101'WEST SOUTHWEST OF THE NORTHWEST TIP OF A MEDIAN IN LIGHTHOUSE ROAD,
 CK2101'5.3 METERS (17.7 FEET) EAST OF THE CENTER OF A BICYCLE PATH,
 CK2101'2.8 METERS (9.5 FEET) WEST SOUTHWEST OF A 25 INCH OAK IN THE ANGLE
 CK2101'OF THE INTERSECTION.
 CK2101'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2101
 CK2101                          STATION RECOVERY (1990)
 CK2101
 CK2101'RECOVERY NOTE BY US POWER SQUADRON 1990 (CBS)
 CK2101'RECOVERED IN GOOD CONDITION.
 CK2101
 CK2101                          STATION RECOVERY (1996)
 CK2101
 CK2101'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2101'RECOVERED IN GOOD CONDITION.
 CK2101
 CK2101                          STATION RECOVERY (1998)
 CK2101
 CK2101'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2101'RECOVERED IN GOOD CONDITION.
 CK2101
 CK2101                          STATION RECOVERY (2003)
 CK2101
 CK2101'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2101'STATION IS LOCATED ON HILTON HEAD ISLAND, 22.1 MILES SOUTH SOUTHWEST
 CK2101'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2101'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK2101'FROM THE JUNCTION U.S. HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK2101'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK2101'SOUTHEAST ON HIGHWAY 278 BUSINESS FOR 8.5 MILES TO A TRAFFIC CIRCLE
 CK2101'JUNCTION OF  PALMETTO BAY ROAD RIGHT AND GREENWOOD DRIVE AHEAD,
 CK2101'CONTINUE ON GREENWOOD DRIVE  FOR 0.3 MILE TO A GUARD GATE ENTRANCE TO
 CK2101'SEA PINES PLANTATION, AFTER GAINING  PERMISSION/ACCESS, PROCEED AHEAD
 CK2101'ON GREENWOOD DRIVE FOR 1.5 MILES TO THE JUNCTION  OF PLANTATION DRIVE,
 CK2101'TURN RIGHT ON PLANTATION DRIVE FOR 1.05 MILES TO THE JUNCTION OF
 CK2101'LIGHTHOUSE ROAD, TURN LEFT ON LIGHTHOUSE ROAD FOR 0.55 MILE TO  A
 CK2101'LARGE TRAFFIC CIRCLE  (FRASIER CIRCLE) AND GREENWOOD DRIVE, CONTINUE
 CK2101'AHEAD ON LIGHTHOUSE ROAD FOR 0.4  MILE TO THE STATION ON THE RIGHT IN
 CK2101'A WOODED AREA IN THE WEST ANGLE OF THE  JUNCTION OF SEAPINES DRIVE.
 CK2101'STATION IS A CONCRETE POST RECESSED 1.0 FOOT AND 1.0 FOOT BELOW THE
 CK2101'ROAD, 18.5  FEET WEST OF THE WEST EDGE OF THE CURB OF THE JUNCTION,
 CK2101'18.5 FEET EAST OF THE  CENTER OF AN ASPHALT BIKE PATH, 9.7 FEET EAST
 CK2101'OF A WOODEN SIGN POST (HARBOR  TOWN/OCEAN GATE), 23.4 FEET SOUTH
 CK2101'SOUTHEAST OF A METAL DECORATIVE BIKE PATH  MARKER LIGHT NUMBER 137
 CK2101'PROJECTING THREE FEET, 18.0 FEET NORTH OF A METAL DECORATIVE  BIKE
 CK2101'PATH MARKER LIGHT NUMBER 138 PROJECTING THREE FEET. RECOVERED BY T.
 CK2101'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2100 ***********************************************************************
 CK2100  DESIGNATION -  7 078
 CK2100  PID         -  CK2100
 CK2100  STATE/COUNTY-  SC/BEAUFORT
 CK2100  USGS QUAD   -  BLUFFTON (1972)
 CK2100
 CK2100                         *CURRENT SURVEY CONTROL
 CK2100  ___________________________________________________________________
 CK2100* NAD 83(1986)-  32 07 58.     (N)    080 46 36.     (W)     SCALED    
 CK2100* NAVD 88     -         2.555  (meters)       8.38   (feet)  ADJUSTED  
 CK2100  ___________________________________________________________________
 CK2100  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2100  DYNAMIC HT  -           2.552 (meters)       8.37  (feet)  COMP
 CK2100  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CK2100
 CK2100  VERT ORDER  -  FIRST     CLASS II
 CK2100
 CK2100.The horizontal coordinates were scaled from a topographic map and have
 CK2100.an estimated accuracy of +/- 6 seconds.
 CK2100
 CK2100.The orthometric height was determined by differential leveling
 CK2100.and adjusted by the National Geodetic Survey in June 1991..
 CK2100
 CK2100.The geoid height was determined by GEOID03.
 CK2100
 CK2100.The dynamic height is computed by dividing the NAVD 88
 CK2100.geopotential number by the normal gravity value computed on the
 CK2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2100.degrees latitude (g = 980.6199 gals.).
 CK2100
 CK2100.The modeled gravity was interpolated from observed gravity values.
 CK2100
 CK2100;                    North         East    Units  Estimated Accuracy
 CK2100;SPC SC       -    33,240.      630,680.      MT  (+/- 180 meters Scaled)
 CK2100
 CK2100                          SUPERSEDED SURVEY CONTROL
 CK2100
 CK2100  NGVD 29 (04/23/92)    2.838  (m)            9.31   (f) ADJUSTED    1 2
 CK2100
 CK2100.Superseded values are not recommended for survey control.
 CK2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2100.See file dsdata.txt to determine how the superseded data were derived.
 CK2100
 CK2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR210551(NAD 83)
 CK2100_MARKER: DB = BENCH MARK DISK
 CK2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2100_SP_SET: CONCRETE POST
 CK2100_STAMPING: VERT 7 078 1981
 CK2100_MARK LOGO: SCGS  
 CK2100_PROJECTION: FLUSH
 CK2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2100
 CK2100  HISTORY     - Date     Condition        Report By
 CK2100  HISTORY     - 1981     MONUMENTED       SCGS
 CK2100  HISTORY     - 19880301 GOOD             SCGS
 CK2100  HISTORY     - 1990     GOOD             USPSQD
 CK2100  HISTORY     - 19960609 GOOD             USPSQD
 CK2100  HISTORY     - 19980225 GOOD             USPSQD
 CK2100
 CK2100                          STATION DESCRIPTION
 CK2100
 CK2100'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2100'IN HILTON HEAD ISLAND.
 CK2100'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2100'14.4 KILOMETERS (9.0 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2100'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND TO THE
 CK2100'SEA PINES TRAFFIC CIRCLE, THENCE 1.7 KILOMETERS (1.05 MILES)
 CK2100'SOUTH ALONG POPE AVENUE, THENCE 2.2 KILOMETERS (1.4 MILES) WESTERLY
 CK2100'ALONG SOUTH FOREST BEACH DRIVE TO THE SOUTHEAST ENTRANCE GATE TO
 CK2100'SEA PINES PLANTATION, CONTINE 0.4 KILOMETER (0.25 MILE) WESTERLY
 CK2100'ALONG NORTH SEA PINES DRIVE TO THE JUNCTION OF LAWTON DRIVE, SET
 CK2100'BY A POWERLINE POLE IN THE EAST ANGLE OF THE TRAFFIC TRIANGLE AT THE
 CK2100'INTERSECTION, 9.1 METERS (30.0 FEET) NORTH NORTHWEST OF THE CENTER
 CK2100'LINE OF NORTH SEA PINES DRIVE, 6.2 METERS (20.5 FEET) EAST OF A 30
 CK2100'INCH PINE TREE, 4.7 METERS (15.7 FEET) SOUTH SOUTHEAST OF THE CENTER
 CK2100'OF A BIKE PATH, 2.4 METERS (8.2 FEET) WEST SOUTHWEST OF THE POWER
 CK2100'LINE POLE.
 CK2100
 CK2100                          STATION RECOVERY (1988)
 CK2100
 CK2100'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2100'14.4 KILOMETERS (9.0 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2100'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND TO THE
 CK2100'SEA PINES TRAFFIC CIRCLE, THENCE 1.7 KILOMETERS (1.05 MILES)
 CK2100'SOUTH ALONG POPE AVENUE, THENCE 2.2 KILOMETERS (1.4 MILES) WESTERLY
 CK2100'ALONG SOUTH FOREST BEACH DRIVE TO THE SOUTHEAST ENTRANCE GATE TO
 CK2100'SEA PINES PLANTATION, CONTINE 0.4 KILOMETER (0.25 MILE) WESTERLY
 CK2100'ALONG NORTH SEA PINES DRIVE TO THE JUNCTION OF LAWTON DRIVE, SET
 CK2100'BY A POWERLINE POLE IN THE EAST ANGLE OF THE TRAFFIC TRIANGLE AT THE
 CK2100'INTERSECTION, 9.1 METERS (30.0 FEET) NORTH NORTHWEST OF THE CENTER
 CK2100'LINE OF NORTH SEA PINES DRIVE, 6.2 METERS (20.5 FEET) EAST OF A 30
 CK2100'INCH PINE TREE, 4.7 METERS (15.7 FEET) SOUTH SOUTHEAST OF THE CENTER
 CK2100'OF A BIKE PATH, 2.4 METERS (8.2 FEET) WEST SOUTHWEST OF THE POWER
 CK2100'LINE POLE.
 CK2100
 CK2100                          STATION RECOVERY (1990)
 CK2100
 CK2100'RECOVERY NOTE BY US POWER SQUADRON 1990 (JTS)
 CK2100'RECOVERED IN GOOD CONDITION.
 CK2100
 CK2100                          STATION RECOVERY (1996)
 CK2100
 CK2100'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2100'RECOVERED IN GOOD CONDITION.
 CK2100
 CK2100                          STATION RECOVERY (1998)
 CK2100
 CK2100'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2099 ***********************************************************************
 CK2099  DESIGNATION -  7 079
 CK2099  PID         -  CK2099
 CK2099  STATE/COUNTY-  SC/BEAUFORT
 CK2099  USGS QUAD   -  BLUFFTON (1972)
 CK2099
 CK2099                         *CURRENT SURVEY CONTROL
 CK2099  ___________________________________________________________________
 CK2099* NAD 83(1986)-  32 08 10.     (N)    080 46 00.     (W)     SCALED    
 CK2099* NAVD 88     -         2.626  (meters)       8.62   (feet)  ADJUSTED  
 CK2099  ___________________________________________________________________
 CK2099  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2099  DYNAMIC HT  -           2.623 (meters)       8.61  (feet)  COMP
 CK2099  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 CK2099
 CK2099  VERT ORDER  -  FIRST     CLASS II
 CK2099
 CK2099.The horizontal coordinates were scaled from a topographic map and have
 CK2099.an estimated accuracy of +/- 6 seconds.
 CK2099
 CK2099.The orthometric height was determined by differential leveling
 CK2099.and adjusted by the National Geodetic Survey in June 1991..
 CK2099
 CK2099.The geoid height was determined by GEOID03.
 CK2099
 CK2099.The dynamic height is computed by dividing the NAVD 88
 CK2099.geopotential number by the normal gravity value computed on the
 CK2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2099.degrees latitude (g = 980.6199 gals.).
 CK2099
 CK2099.The modeled gravity was interpolated from observed gravity values.
 CK2099
 CK2099;                    North         East    Units  Estimated Accuracy
 CK2099;SPC SC       -    33,610.      631,620.      MT  (+/- 180 meters Scaled)
 CK2099
 CK2099                          SUPERSEDED SURVEY CONTROL
 CK2099
 CK2099  NGVD 29 (03/21/89)    2.908  (m)            9.54   (f) ADJUSTED    1 2
 CK2099
 CK2099.Superseded values are not recommended for survey control.
 CK2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2099.See file dsdata.txt to determine how the superseded data were derived.
 CK2099
 CK2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR220555(NAD 83)
 CK2099_MARKER: DB = BENCH MARK DISK
 CK2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2099_SP_SET: CONCRETE POST
 CK2099_STAMPING: VERT 7 079 1981
 CK2099_MARK LOGO: SCGS  
 CK2099_PROJECTION: FLUSH
 CK2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2099+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 CK2099
 CK2099  HISTORY     - Date     Condition        Report By
 CK2099  HISTORY     - 1981     MONUMENTED       SCGS
 CK2099  HISTORY     - 20040609 GOOD             USPSQD
 CK2099
 CK2099                          STATION DESCRIPTION
 CK2099
 CK2099'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2099'IN HILTON HEAD ISLAND.
 CK2099'14.4 KILOMETERS (9.0 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2099'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO THE
 CK2099'SEA PINES TRAFFIC CIRCLE, THENCE 1.7 KILOMETERS (1.05 MILES) SOUTH
 CK2099'ALONG POPE AVENUE, THENCE 1.4 KILOMETERS (0.9 MILE) WESTERLY ALONG
 CK2099'SOUTH FOREST BEACH DRIVE TO THE FIRST BAPTIST CHURCH BUILDING ON THE
 CK2099'RIGHT, 29.1 METERS (95.6 FEET) SOUTH SOUTHEAST OF THE SOUTHWEST
 CK2099'CORNER OF THE CHURCHS FRONT PILLAR, 16.0 METERS (52.5 FEET) NORTH
 CK2099'NORTHWEST OF THE NORTH NORTHWEST EDGE OF THE PAVEMENT OF SOUTH
 CK2099'FOREST BEACH DRIVE, 6.2 METERS (20.5 FEET) EAST OF THE CENTER OF
 CK2099'THE DRIVEWAY TO THE CHURCH, 3.5 METERS (11.5 FEET) NORTH NORTHWEST
 CK2099'OF THE CENTER OF A BIKE PATH, 5.2 METERS (17.2 FEET) SOUTH OF A
 CK2099'16 INCH OAK TREE LEANING WEST.
 CK2099'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 CK2099
 CK2099                          STATION RECOVERY (2004)
 CK2099
 CK2099'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK2099'FROM COLIGNY CIRCLE 1.4 MI SOUTHWESTERLY ALONG SOUTH FOREST BEACH DR
 CK2099'TO THE FIRST BAPTIST CHURCH ON THE RIGHT, 21 FT NE FROM CENTERLING OF
 CK2099'THE WEST (SECOND) DRIVEWAY, 5.3 FT NE FROM A WOODEN POWER POLE AND 11
 CK2099'FT NW FROM THE CENTER LINE OF A BIKE PATH.  THE MARK IS FLUSH WITH THE
 CK2099'GROUND OF A FLOWER BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2097 ***********************************************************************
 CK2097  DESIGNATION -  7 080
 CK2097  PID         -  CK2097
 CK2097  STATE/COUNTY-  SC/BEAUFORT
 CK2097  USGS QUAD   -  BLUFFTON (1972)
 CK2097
 CK2097                         *CURRENT SURVEY CONTROL
 CK2097  ___________________________________________________________________
 CK2097* NAD 83(1986)-  32 08 58.     (N)    080 45 15.     (W)     SCALED    
 CK2097* NAVD 88     -         3.338  (meters)      10.95   (feet)  ADJUSTED  
 CK2097  ___________________________________________________________________
 CK2097  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2097  DYNAMIC HT  -           3.334 (meters)      10.94  (feet)  COMP
 CK2097  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 CK2097
 CK2097  VERT ORDER  -  FIRST     CLASS II
 CK2097
 CK2097.The horizontal coordinates were scaled from a topographic map and have
 CK2097.an estimated accuracy of +/- 6 seconds.
 CK2097
 CK2097.The orthometric height was determined by differential leveling
 CK2097.and adjusted by the National Geodetic Survey in June 1991..
 CK2097
 CK2097.The geoid height was determined by GEOID03.
 CK2097
 CK2097.The dynamic height is computed by dividing the NAVD 88
 CK2097.geopotential number by the normal gravity value computed on the
 CK2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2097.degrees latitude (g = 980.6199 gals.).
 CK2097
 CK2097.The modeled gravity was interpolated from observed gravity values.
 CK2097
 CK2097;                    North         East    Units  Estimated Accuracy
 CK2097;SPC SC       -    35,090.      632,800.      MT  (+/- 180 meters Scaled)
 CK2097
 CK2097                          SUPERSEDED SURVEY CONTROL
 CK2097
 CK2097  NGVD 29 (03/21/89)    3.620  (m)           11.88   (f) ADJUSTED    1 2
 CK2097
 CK2097.Superseded values are not recommended for survey control.
 CK2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2097.See file dsdata.txt to determine how the superseded data were derived.
 CK2097
 CK2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR231570(NAD 83)
 CK2097_MARKER: DB = BENCH MARK DISK
 CK2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2097_SP_SET: CONCRETE POST
 CK2097_STAMPING: VERT 7 080 1981
 CK2097_MARK LOGO: SCGS  
 CK2097_PROJECTION: FLUSH
 CK2097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2097
 CK2097  HISTORY     - Date     Condition        Report By
 CK2097  HISTORY     - 1981     MONUMENTED       SCGS
 CK2097  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 CK2097
 CK2097                          STATION DESCRIPTION
 CK2097
 CK2097'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2097'IN HILTON HEAD ISLAND.
 CK2097'13.3 KILOMETERS (8.3 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2097'POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO THE
 CK2097'SHIPYARD PLANTATION ENTRANCE, THENCE 1.0 KILOMETERS (0.6 MILE)
 CK2097'SOUTHEAST ALONG SHIPYARD DRIVE, THENCE 1.1 KILOMETERS (0.7 MILE)
 CK2097'SOUTHWEST ALONG CORDILLO PARKWAY, SET IN THE FRONT YARD OF THE
 CK2097'SHIPYARD FIRE STATION, 10.7 METERS (35.3 FEET) NORTHWEST OF THE
 CK2097'NORTHWEST EDGE OF THE ROAD, 6.3 METERS (20.8 FEET) SOUTHEAST OF THE
 CK2097'FRONT WALL OF THE FIRE STATION, 3.9 METERS (12.8 FEET) NORTH OF A
 CK2097'20 INCH OAK TREE, 1.8 METERS (6.0 FEET) SOUTHWEST OF THE SOUTHWEST
 CK2097'EDGE OF THE FIRE STATION DRIVEWAY.
 CK2097'THE MARK IS 0.60 M ABOVE ROAD.
 CK2097
 CK2097                          STATION RECOVERY (2002)
 CK2097
 CK2097'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2097'NOT FOUND.  NEW CONCRETE PAD HERE AND MARKER MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2098 ***********************************************************************
 CK2098  DESIGNATION -  7 081
 CK2098  PID         -  CK2098
 CK2098  STATE/COUNTY-  SC/BEAUFORT
 CK2098  USGS QUAD   -  BLUFFTON (1972)
 CK2098
 CK2098                         *CURRENT SURVEY CONTROL
 CK2098  ___________________________________________________________________
 CK2098* NAD 83(1986)-  32 08 33.     (N)    080 45 06.     (W)     SCALED    
 CK2098* NAVD 88     -         2.430  (meters)       7.97   (feet)  ADJUSTED  
 CK2098  ___________________________________________________________________
 CK2098  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2098  DYNAMIC HT  -           2.428 (meters)       7.97  (feet)  COMP
 CK2098  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 CK2098
 CK2098  VERT ORDER  -  FIRST     CLASS II
 CK2098
 CK2098.The horizontal coordinates were scaled from a topographic map and have
 CK2098.an estimated accuracy of +/- 6 seconds.
 CK2098
 CK2098.The orthometric height was determined by differential leveling
 CK2098.and adjusted by the National Geodetic Survey in June 1991..
 CK2098
 CK2098.The geoid height was determined by GEOID03.
 CK2098
 CK2098.The dynamic height is computed by dividing the NAVD 88
 CK2098.geopotential number by the normal gravity value computed on the
 CK2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2098.degrees latitude (g = 980.6199 gals.).
 CK2098
 CK2098.The modeled gravity was interpolated from observed gravity values.
 CK2098
 CK2098;                    North         East    Units  Estimated Accuracy
 CK2098;SPC SC       -    34,320.      633,030.      MT  (+/- 180 meters Scaled)
 CK2098
 CK2098                          SUPERSEDED SURVEY CONTROL
 CK2098
 CK2098  NGVD 29 (04/23/92)    2.713  (m)            8.90   (f) ADJUSTED    1 2
 CK2098
 CK2098.Superseded values are not recommended for survey control.
 CK2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2098.See file dsdata.txt to determine how the superseded data were derived.
 CK2098
 CK2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR234562(NAD 83)
 CK2098_MARKER: DB = BENCH MARK DISK
 CK2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2098_SP_SET: CONCRETE POST
 CK2098_STAMPING: VERT 7 081 1981
 CK2098_MARK LOGO: SCGS  
 CK2098_PROJECTION: FLUSH
 CK2098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2098+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 CK2098
 CK2098  HISTORY     - Date     Condition        Report By
 CK2098  HISTORY     - 1981     MONUMENTED       SCGS
 CK2098  HISTORY     - 19880301 GOOD             SCGS
 CK2098  HISTORY     - 20020615 GOOD             USPSQD
 CK2098  HISTORY     - 20040609 GOOD             USPSQD
 CK2098
 CK2098                          STATION DESCRIPTION
 CK2098
 CK2098'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2098'IN HILTON HEAD ISLAND.
 CK2098'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2098'14.4 KILOMETERS (9.0 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2098'POST OFFICE AT THE NORTH END OF HILTON HEAD, CONTINUE 0.2 KILOMETER
 CK2098'(0.1 MILE) AROUND SEA PINES TRAFFIC CIRCLE, THENCE 1.8 KILOMETERS
 CK2098'(1.05 MILES) ALONG POPE AVENUE, SET NORTH NORTHWEST OF THE CENTER
 CK2098'OF THE TRAFFIC CIRCLE, 38.1 METERS (125.0 FEET) SOUTH SOUTHEAST
 CK2098'OF THE CENTER OF THE TRAFFIC ROAD, 10.3 METERS (34.0 FEET) NORTH
 CK2098'NORTHWEST OF THE CENTER OF A MANHOLE COVER, 7.6 METERS (25.2 FEET)
 CK2098'NORTH NORTHWEST OF A ROUND METAL PUMP HOUSE, 4.3 METERS (14.3 FEET)
 CK2098'SOUTHEAST OF A BENT PALM TREE, 2.4 METERS (8.4 FEET) NORTH NORTHEAST
 CK2098'OF A POWERLINE POLE WITH A SECURITY LIGHT.
 CK2098
 CK2098                          STATION RECOVERY (1988)
 CK2098
 CK2098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2098'14.4 KILOMETERS (9.0 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2098'POST OFFICE AT THE NORTH END OF HILTON HEAD, CONTINUE 0.2 KILOMETER
 CK2098'(0.1 MILE) AROUND SEA PINES TRAFFIC CIRCLE, THENCE 1.8 KILOMETERS
 CK2098'(1.05 MILES) ALONG POPE AVENUE, SET NORTH NORTHWEST OF THE CENTER
 CK2098'OF THE TRAFFIC CIRCLE, 38.1 METERS (125.0 FEET) SOUTH SOUTHEAST
 CK2098'OF THE CENTER OF THE TRAFFIC ROAD, 10.3 METERS (34.0 FEET) NORTH
 CK2098'NORTHWEST OF THE CENTER OF A MANHOLE COVER, 7.6 METERS (25.2 FEET)
 CK2098'NORTH NORTHWEST OF A ROUND METAL PUMP HOUSE, 4.3 METERS (14.3 FEET)
 CK2098'SOUTHEAST OF A BENT PALM TREE, 2.4 METERS (8.4 FEET) NORTH NORTHEAST
 CK2098'OF A POWERLINE POLE WITH A SECURITY LIGHT.
 CK2098
 CK2098                          STATION RECOVERY (2002)
 CK2098
 CK2098'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2098'RECOVERED IN GOOD CONDITION.
 CK2098
 CK2098                          STATION RECOVERY (2004)
 CK2098
 CK2098'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 CK2098'ON DATASHEET STATION IS OMITTED.  STAMPING SHOWS VERT STATION 7.081
 CK2098'1981
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2080 ***********************************************************************
 CK2080  DESIGNATION -  7 082
 CK2080  PID         -  CK2080
 CK2080  STATE/COUNTY-  SC/BEAUFORT
 CK2080  USGS QUAD   -  HILTON HEAD (1971)
 CK2080
 CK2080                         *CURRENT SURVEY CONTROL
 CK2080  ___________________________________________________________________
 CK2080* NAD 83(1986)-  32 10 05.     (N)    080 43 10.     (W)     SCALED    
 CK2080* NAVD 88     -         2.330  (meters)       7.64   (feet)  ADJUSTED  
 CK2080  ___________________________________________________________________
 CK2080  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2080  DYNAMIC HT  -           2.328 (meters)       7.64  (feet)  COMP
 CK2080  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 CK2080
 CK2080  VERT ORDER  -  FIRST     CLASS II
 CK2080
 CK2080.The horizontal coordinates were scaled from a topographic map and have
 CK2080.an estimated accuracy of +/- 6 seconds.
 CK2080
 CK2080.The orthometric height was determined by differential leveling
 CK2080.and adjusted by the National Geodetic Survey in June 1991..
 CK2080
 CK2080.The geoid height was determined by GEOID03.
 CK2080
 CK2080.The dynamic height is computed by dividing the NAVD 88
 CK2080.geopotential number by the normal gravity value computed on the
 CK2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2080.degrees latitude (g = 980.6199 gals.).
 CK2080
 CK2080.The modeled gravity was interpolated from observed gravity values.
 CK2080
 CK2080;                    North         East    Units  Estimated Accuracy
 CK2080;SPC SC       -    37,160.      636,070.      MT  (+/- 180 meters Scaled)
 CK2080
 CK2080                          SUPERSEDED SURVEY CONTROL
 CK2080
 CK2080  NGVD 29 (03/21/89)    2.612  (m)            8.57   (f) ADJUSTED    1 2
 CK2080
 CK2080.Superseded values are not recommended for survey control.
 CK2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2080.See file dsdata.txt to determine how the superseded data were derived.
 CK2080
 CK2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR264590(NAD 83)
 CK2080_MARKER: DB = BENCH MARK DISK
 CK2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2080_SP_SET: CONCRETE POST
 CK2080_STAMPING: VERT 7 082 1981
 CK2080_MARK LOGO: SCGS  
 CK2080_PROJECTION: FLUSH
 CK2080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2080
 CK2080  HISTORY     - Date     Condition        Report By
 CK2080  HISTORY     - 1981     MONUMENTED       SCGS
 CK2080  HISTORY     - 19990202 MARK NOT FOUND   USPSQD
 CK2080
 CK2080                          STATION DESCRIPTION
 CK2080
 CK2080'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2080'IN HILTON HEAD ISLAND.
 CK2080'14.1 KILOMETERS (9.05 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278,
 CK2080'FROM THE POST OFFICE, ON THE NORTH END OF HILTON HEADC ISLAND, THENCE
 CK2080'1.4 KILOMETERS (0.9 MILE) SOUTHEAST ALONG QUEENS FOLLY ROAD
 CK2080'(PALMETTO DUNES RESORT) TO A TRAFFIC CIRCLE, SET ON THE WEST NORTHWEST
 CK2080'SIDE OF THE CIRCLE, 22.16 METERS (72.7 FEET) SOUTHWEST OF A STORM
 CK2080'DRAIN COVER ON THE NORTH SIDE OF THE CIRCLE, 9.2 METERS (30.2 FEET)
 CK2080'EAST SOUTHEAST OF THE CURB ON THE WEST NORTHWEST SIDE OF THE CIRCLE
 CK2080', 3.47 METERS (11.4 FEET) NORTHEAST OF A 15 INCH PINE TREE AND 2.28
 CK2080'METERS (7.5 FEET) SOUTHWEST OF A SHORT 12 INCH PALMETTO TREE.
 CK2080'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2080
 CK2080                          STATION RECOVERY (1999)
 CK2080
 CK2080'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2111 ***********************************************************************
 CK2111  DESIGNATION -  7 083
 CK2111  PID         -  CK2111
 CK2111  STATE/COUNTY-  SC/BEAUFORT
 CK2111  USGS QUAD   -  BLUFFTON (1972)
 CK2111
 CK2111                         *CURRENT SURVEY CONTROL
 CK2111  ___________________________________________________________________
 CK2111* NAD 83(1986)-  32 07 34.     (N)    080 50 48.     (W)     SCALED    
 CK2111* NAVD 88     -         4.285  (meters)      14.06   (feet)  ADJUSTED  
 CK2111  ___________________________________________________________________
 CK2111  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK2111  DYNAMIC HT  -           4.280 (meters)      14.04  (feet)  COMP
 CK2111  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CK2111
 CK2111  VERT ORDER  -  FIRST     CLASS II
 CK2111
 CK2111.The horizontal coordinates were scaled from a topographic map and have
 CK2111.an estimated accuracy of +/- 6 seconds.
 CK2111
 CK2111.The orthometric height was determined by differential leveling
 CK2111.and adjusted by the National Geodetic Survey in June 1991..
 CK2111
 CK2111.The geoid height was determined by GEOID03.
 CK2111
 CK2111.The dynamic height is computed by dividing the NAVD 88
 CK2111.geopotential number by the normal gravity value computed on the
 CK2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2111.degrees latitude (g = 980.6199 gals.).
 CK2111
 CK2111.The modeled gravity was interpolated from observed gravity values.
 CK2111
 CK2111;                    North         East    Units  Estimated Accuracy
 CK2111;SPC SC       -    32,480.      624,070.      MT  (+/- 180 meters Scaled)
 CK2111
 CK2111                          SUPERSEDED SURVEY CONTROL
 CK2111
 CK2111  NGVD 29 (03/21/89)    4.566  (m)           14.98   (f) ADJUSTED    1 2
 CK2111
 CK2111.Superseded values are not recommended for survey control.
 CK2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2111.See file dsdata.txt to determine how the superseded data were derived.
 CK2111
 CK2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR144544(NAD 83)
 CK2111_MARKER: DB = BENCH MARK DISK
 CK2111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2111_SP_SET: STAINLESS STEEL ROD
 CK2111_STAMPING: VERT 7 083 1981
 CK2111_MARK LOGO: SCGS  
 CK2111_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2111+STABILITY: POSITION/ELEVATION WELL
 CK2111_ROD/PIPE-DEPTH: 16.7 meters
 CK2111
 CK2111  HISTORY     - Date     Condition        Report By
 CK2111  HISTORY     - 1981     MONUMENTED       SCGS
 CK2111  HISTORY     - 20030527 MARK NOT FOUND   SCGS
 CK2111
 CK2111                          STATION DESCRIPTION
 CK2111
 CK2111'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2111'IN DAUFUSKIE ISLAND.
 CK2111'1.28 KILOMETERS (0.8 MILE) NORTHEAST ALONG A SAND ROAD FROM THE
 CK2111'BEAUFORT COUNTY LANDING DOCK ON THE SOUTHWEST SIDE OF DAUFUSKIE
 CK2111'ISLAND, THENCE 1.0 KILOMETER (0.6 MILE) SOUTHEAST ALONG A SAND ROAD
 CK2111'THENCE 3.36 KILOMETERS (2.1 MILES) NORTHEAST ALONG A WOODS ROAD TO
 CK2111'A WOODS ROAD RIGHT, SET IN THE EAST ANGLE OF THE INTERSECTION IN THE
 CK2111'CENTER OF A TRIANGLE FORMED BY 3 OAK TREES, 6.4 METERS (21.0 FEET)
 CK2111'EAST SOUTHEAST OF THE CENTER OF THE NORTHEAST SOUTHWEST ROAD,
 CK2111'13.41 METERS (44.0 FEET) NORTH NORTHEAST OF THE CENTER OF THE ROAD
 CK2111'LEADING SOUTHEAST, 6.70 METERS (22.0 FEET) SOUTHWEST OF A 50 INCH
 CK2111'DOUBLE OAK TREE, 5.79 METERS (19.0 FEET) NORTH NORTHEAST OF A 25
 CK2111'INCH OAK TREE, ADD THIS ROD MARK WAS DRIVEN TO SUBSTANTIAL RESISTANCE.
 CK2111'THE MARK IS 0.60 METERS  WNW FROM A WITNESS POST.
 CK2111'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2111
 CK2111                          STATION RECOVERY (2003)
 CK2111
 CK2111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2111'NOT RECOVERED, A 10 MINUTES SEARCH WAS CONDUCTED WITH NO RESULTS, AREA
 CK2111'CHANGED DUE TO PAVING OF THE SAND ROAD, NOW UNDER ASPHALT, PRESUMED
 CK2111'DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2137 ***********************************************************************
 CK2137  DESIGNATION -  7 084
 CK2137  PID         -  CK2137
 CK2137  STATE/COUNTY-  SC/BEAUFORT
 CK2137  USGS QUAD   -  BLUFFTON (1972)
 CK2137
 CK2137                         *CURRENT SURVEY CONTROL
 CK2137  ___________________________________________________________________
 CK2137* NAD 83(1986)-  32 08 08.     (N)    080 50 33.     (W)     SCALED    
 CK2137* NAVD 88     -         4.605  (meters)      15.11   (feet)  ADJUSTED  
 CK2137  ___________________________________________________________________
 CK2137  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK2137  DYNAMIC HT  -           4.599 (meters)      15.09  (feet)  COMP
 CK2137  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 CK2137
 CK2137  VERT ORDER  -  FIRST     CLASS II
 CK2137
 CK2137.The horizontal coordinates were scaled from a topographic map and have
 CK2137.an estimated accuracy of +/- 6 seconds.
 CK2137
 CK2137.The orthometric height was determined by differential leveling
 CK2137.and adjusted by the National Geodetic Survey in June 1991..
 CK2137
 CK2137.The geoid height was determined by GEOID03.
 CK2137
 CK2137.The dynamic height is computed by dividing the NAVD 88
 CK2137.geopotential number by the normal gravity value computed on the
 CK2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2137.degrees latitude (g = 980.6199 gals.).
 CK2137
 CK2137.The modeled gravity was interpolated from observed gravity values.
 CK2137
 CK2137;                    North         East    Units  Estimated Accuracy
 CK2137;SPC SC       -    33,530.      624,460.      MT  (+/- 180 meters Scaled)
 CK2137
 CK2137                          SUPERSEDED SURVEY CONTROL
 CK2137
 CK2137  NGVD 29 (03/21/89)    4.886  (m)           16.03   (f) ADJUSTED    1 2
 CK2137
 CK2137.Superseded values are not recommended for survey control.
 CK2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2137.See file dsdata.txt to determine how the superseded data were derived.
 CK2137
 CK2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR148554(NAD 83)
 CK2137_MARKER: DB = BENCH MARK DISK
 CK2137_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2137_SP_SET: STAINLESS STEEL ROD
 CK2137_STAMPING: VERT 7 084 1981
 CK2137_MARK LOGO: SCGS  
 CK2137_PROJECTION: PROJECTING 15 CENTIMETERS
 CK2137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2137+STABILITY: POSITION/ELEVATION WELL
 CK2137_ROD/PIPE-DEPTH: 22.8 meters
 CK2137
 CK2137  HISTORY     - Date     Condition        Report By
 CK2137  HISTORY     - 1981     MONUMENTED       SCGS
 CK2137  HISTORY     - 20030602 MARK NOT FOUND   SCGS
 CK2137
 CK2137                          STATION DESCRIPTION
 CK2137
 CK2137'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2137'IN DAUFUSKIE ISLAND.
 CK2137'1.28 KILOMETERS (0.8 MILE) NORTHEAST ALONG A SAND ROAD FROM THE
 CK2137'BEAUFORT COUNTY LANDING DOCK, ON THE SOUTHWEST SIDE OF DAUFUSKIE
 CK2137'ISLAND, THENCE 1.0 KILOMETER (0.6 MILE) SOUTHEAST ALONG A SAND ROAD,
 CK2137'THENCE 4.48 KILOMETERS (2.8 MILES) NORTHEAST ALONG A WOODS ROAD, TO
 CK2137'A SIDE ROAD LEFT, 0.56 KILOMETER (0.35 MILE) BEFORE REACHING THE
 CK2137'DAUFUSKIE REAR RANGE LIGHT HOUSE ON HAIGS POINT, SET IN THE WEST
 CK2137'ANGLE OF THE INTERSECTION, 30.48 METERS (100.0 FEET) SOUTHWEST
 CK2137'AND ACROSS THE MAIN ROAD FROM A PAIR OF TWO 30 INCH OAK TREES,
 CK2137'6.09 METERS (20.0 FEET) WEST NORTHWEST OF THE CENTER LINE OF THE
 CK2137'MAIN ROAD, 5.33 METERS (17.5 FEET) SOUTH SOUTHWEST OF A WOODS ROAD
 CK2137'LEADING WEST, 2.28 METERS (7.5 FEET) SOUTH SOUTHWEST OF A 12 INCH
 CK2137'OAK TREE IN THE CORNER OF THE INTERSECTION, ADD THIS ROD MARK WAS
 CK2137'DRIVEN TO SUBSTANTIAL RESISTANCE.
 CK2137'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2137
 CK2137                          STATION RECOVERY (2003)
 CK2137
 CK2137'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2137'NOT RECOVERED, A 10 MINUTES SEARCH WAS CONDUCTED WITH NO RESULTS, AREA
 CK2137'CHANGED DUE TO PAVED GOLF CART PATH,  PRESUMED DESTROYED. RECOVERY BY
 CK2137'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2096 ***********************************************************************
 CK2096  DESIGNATION -  7 085
 CK2096  PID         -  CK2096
 CK2096  STATE/COUNTY-  SC/BEAUFORT
 CK2096  USGS QUAD   -  HILTON HEAD (1971)
 CK2096
 CK2096                         *CURRENT SURVEY CONTROL
 CK2096  ___________________________________________________________________
 CK2096* NAD 83(1986)-  32 09 11.     (N)    080 44 49.     (W)     SCALED    
 CK2096* NAVD 88     -         2.270  (meters)       7.45   (feet)  ADJUSTED  
 CK2096  ___________________________________________________________________
 CK2096  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2096  DYNAMIC HT  -           2.268 (meters)       7.44  (feet)  COMP
 CK2096  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 CK2096
 CK2096  VERT ORDER  -  FIRST     CLASS II
 CK2096
 CK2096.The horizontal coordinates were scaled from a topographic map and have
 CK2096.an estimated accuracy of +/- 6 seconds.
 CK2096
 CK2096.The orthometric height was determined by differential leveling
 CK2096.and adjusted by the National Geodetic Survey in June 1991..
 CK2096
 CK2096.The geoid height was determined by GEOID03.
 CK2096
 CK2096.The dynamic height is computed by dividing the NAVD 88
 CK2096.geopotential number by the normal gravity value computed on the
 CK2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2096.degrees latitude (g = 980.6199 gals.).
 CK2096
 CK2096.The modeled gravity was interpolated from observed gravity values.
 CK2096
 CK2096;                    North         East    Units  Estimated Accuracy
 CK2096;SPC SC       -    35,490.      633,480.      MT  (+/- 180 meters Scaled)
 CK2096
 CK2096                          SUPERSEDED SURVEY CONTROL
 CK2096
 CK2096  NGVD 29 (03/21/89)    2.552  (m)            8.37   (f) ADJUSTED    1 2
 CK2096
 CK2096.Superseded values are not recommended for survey control.
 CK2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2096.See file dsdata.txt to determine how the superseded data were derived.
 CK2096
 CK2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR238574(NAD 83)
 CK2096_MARKER: DB = BENCH MARK DISK
 CK2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2096_SP_SET: CONCRETE POST
 CK2096_STAMPING: VERT 7 085 1981
 CK2096_MARK LOGO: SCGS  
 CK2096_PROJECTION: FLUSH
 CK2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2096
 CK2096  HISTORY     - Date     Condition        Report By
 CK2096  HISTORY     - 1981     MONUMENTED       SCGS
 CK2096  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 CK2096
 CK2096                          STATION DESCRIPTION
 CK2096
 CK2096'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2096'IN HILTON HEAD ISLAND.
 CK2096'13.4 KILOMETERS (8.3 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2096'POST OFFICE AT THE NORTH END OF HILTON HEAD, TO THE SHIPYARD
 CK2096'PLANTATION ENTRANCE, THENCE 1.0 KILOMETER (0.6 MILE) SOUTHEAST
 CK2096'ALONG SHIPYARD DRIVE, SET IN THE NORTHERN PART OF THE SHIPYARD
 CK2096'TRAFFIC CIRCLE BETWEEN A 24 INCH OAK TREE AND A 30 INCH MAPLE TREE,
 CK2096'14.0 METERS (46.0 FEET) SOUTH OF THE NORTH CURB OF THE TRAFFIC
 CK2096'CIRCLE, 14.0 METERS (46.0 FEET) SOUTH SOUTHWEST OF A MANHOLE COVER,
 CK2096'5.9 METERS (19.5 FEET) NORTH NORTHEAST OF THE CENTER ONE OF THREE
 CK2096'TELEPHONE JUNCTION BOXES, 6.0 METERS (19.7 FEET) EAST NORTHEAST OF A
 CK2096'30 INCH MAPLE TREE, 4.8 METERS (15.8 FEET) WEST SOUTHWEST OF A 30
 CK2096'INCH OAK TREE.
 CK2096'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2096
 CK2096                          STATION RECOVERY (2002)
 CK2096
 CK2096'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2096'NOT FOUND.  SEARCHED TRAFFIC CIRCLE WITH MICRONTA 4001.  NO WP HERE
 CK2096'NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2079 ***********************************************************************
 CK2079  DESIGNATION -  7 086
 CK2079  PID         -  CK2079
 CK2079  STATE/COUNTY-  SC/BEAUFORT
 CK2079  USGS QUAD   -  HILTON HEAD (1971)
 CK2079
 CK2079                         *CURRENT SURVEY CONTROL
 CK2079  ___________________________________________________________________
 CK2079* NAD 83(1986)-  32 10 41.     (N)    080 42 30.     (W)     SCALED    
 CK2079* NAVD 88     -         2.433  (meters)       7.98   (feet)  ADJUSTED  
 CK2079  ___________________________________________________________________
 CK2079  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2079  DYNAMIC HT  -           2.430 (meters)       7.97  (feet)  COMP
 CK2079  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 CK2079
 CK2079  VERT ORDER  -  FIRST     CLASS II
 CK2079
 CK2079.The horizontal coordinates were scaled from a topographic map and have
 CK2079.an estimated accuracy of +/- 6 seconds.
 CK2079
 CK2079.The orthometric height was determined by differential leveling
 CK2079.and adjusted by the National Geodetic Survey in June 1991..
 CK2079
 CK2079.The geoid height was determined by GEOID03.
 CK2079
 CK2079.The dynamic height is computed by dividing the NAVD 88
 CK2079.geopotential number by the normal gravity value computed on the
 CK2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2079.degrees latitude (g = 980.6199 gals.).
 CK2079
 CK2079.The modeled gravity was interpolated from observed gravity values.
 CK2079
 CK2079;                    North         East    Units  Estimated Accuracy
 CK2079;SPC SC       -    38,270.      637,110.      MT  (+/- 180 meters Scaled)
 CK2079
 CK2079                          SUPERSEDED SURVEY CONTROL
 CK2079
 CK2079  NGVD 29 (03/21/89)    2.715  (m)            8.91   (f) ADJUSTED    1 2
 CK2079
 CK2079.Superseded values are not recommended for survey control.
 CK2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2079.See file dsdata.txt to determine how the superseded data were derived.
 CK2079
 CK2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR274602(NAD 83)
 CK2079_MARKER: DB = BENCH MARK DISK
 CK2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2079_SP_SET: CONCRETE POST
 CK2079_STAMPING: VERT 7 086 1981
 CK2079_MARK LOGO: SCGS  
 CK2079_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2079
 CK2079  HISTORY     - Date     Condition        Report By
 CK2079  HISTORY     - 1981     MONUMENTED       SCGS
 CK2079  HISTORY     - 19990202 GOOD             USPSQD
 CK2079
 CK2079                          STATION DESCRIPTION
 CK2079
 CK2079'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2079'IN HILTON HEAD ISLAND.
 CK2079'14.1 KILOMETERS (9.05 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2079'FROM THE POST OFFICE, ON THE NORTH END OF HILTON HEAD ISLAND, TO
 CK2079'THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHEAST ALONG QUEENS FOLLY ROAD
 CK2079'(PALMETTO DUNES RESORT) TO A TRAFFIC CIRCLE, FOLLOW THE CIRCLE
 CK2079'AROUND, THENCE 1.2 KILOMETERS (0.55 MILE) NORTHEAST ALONG MOORING
 CK2079'BOUY ROAD TO A FORK, TAKE THE RIGHT FORK (MOORING BOUY ROAD) FOR
 CK2079'0.5 KILOMETER (0.3 MILE) TO THE JUNCTION OF GALLION ROAD ON THE
 CK2079'RIGHT, SET IN THE EAST ANGLE OF THE INTERSECTION BY A ROAD SIGN,
 CK2079'22.40 METERS (73.5 FEET) EAST OF A FIRE HYDRANT, 8.99 METERS (29.5
 CK2079'FEET) SOUTHEAST OF THE CENTER OF MOORING BOUY ROAD, 7.13 METERS
 CK2079'(23.4 FEET) NORTHEAST OF THE CENTER OF GALLION ROAD, 1.12 METERS
 CK2079'(3.7 FEET) NORTHEAST OF THE ROAD SIGN MADE OF THREE 6 INCH BY 6 INCH
 CK2079'POST DRIVEN INTO THE GROUND.
 CK2079'THE MARK IS 0.10 METERS  SW FROM A WITNESS POST.
 CK2079'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2079
 CK2079                          STATION RECOVERY (1999)
 CK2079
 CK2079'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2085 ***********************************************************************
 CK2085  DESIGNATION -  7 088
 CK2085  PID         -  CK2085
 CK2085  STATE/COUNTY-  SC/BEAUFORT
 CK2085  USGS QUAD   -  BLUFFTON (1972)
 CK2085
 CK2085                         *CURRENT SURVEY CONTROL
 CK2085  ___________________________________________________________________
 CK2085* NAD 83(1986)-  32 09 54.     (N)    080 46 13.     (W)     SCALED    
 CK2085* NAVD 88     -         2.830  (meters)       9.28   (feet)  ADJUSTED  
 CK2085  ___________________________________________________________________
 CK2085  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2085  DYNAMIC HT  -           2.827 (meters)       9.27  (feet)  COMP
 CK2085  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 CK2085
 CK2085  VERT ORDER  -  FIRST     CLASS II
 CK2085
 CK2085.The horizontal coordinates were scaled from a topographic map and have
 CK2085.an estimated accuracy of +/- 6 seconds.
 CK2085
 CK2085.The orthometric height was determined by differential leveling
 CK2085.and adjusted by the National Geodetic Survey in June 1991..
 CK2085
 CK2085.The geoid height was determined by GEOID03.
 CK2085
 CK2085.The dynamic height is computed by dividing the NAVD 88
 CK2085.geopotential number by the normal gravity value computed on the
 CK2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2085.degrees latitude (g = 980.6199 gals.).
 CK2085
 CK2085.The modeled gravity was interpolated from observed gravity values.
 CK2085
 CK2085;                    North         East    Units  Estimated Accuracy
 CK2085;SPC SC       -    36,810.      631,270.      MT  (+/- 180 meters Scaled)
 CK2085
 CK2085                          SUPERSEDED SURVEY CONTROL
 CK2085
 CK2085  NGVD 29 (03/21/89)    3.113  (m)           10.21   (f) ADJUSTED    1 2
 CK2085
 CK2085.Superseded values are not recommended for survey control.
 CK2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2085.See file dsdata.txt to determine how the superseded data were derived.
 CK2085
 CK2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR216587(NAD 83)
 CK2085_MARKER: DB = BENCH MARK DISK
 CK2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2085_SP_SET: CONCRETE POST
 CK2085_STAMPING: VERT 7 088 1981
 CK2085_MARK LOGO: SCGS  
 CK2085_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2085
 CK2085  HISTORY     - Date     Condition        Report By
 CK2085  HISTORY     - 1981     MONUMENTED       SCGS
 CK2085  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 CK2085
 CK2085                          STATION DESCRIPTION
 CK2085
 CK2085'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2085'IN HILTON HEAD ISLAND.
 CK2085'14.1 KILOMETERS (9.1 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278,
 CK2085'FROM THE POST OFFICE, ON THE NORTH END OF HILTON HEAD ISLAND, TO THE
 CK2085'SEA PINES TRAFFIC CIRCLE, THENCE 1.2 KILOMETERS (0,75 MILE) NORTHWEST
 CK2085'ALONG PALMETTO BAY ROAD, TO A POWERLINE POLE ON THE RIGHT ACROSS
 CK2085'THE ROAD FROM A ROAD LEADING SOUTHWEST, SET 17.37 METERS (57.0 FEET)
 CK2085'NORTH NORTHWEST OF TELEPHONE JUNCTION BOX C 17, 8.74 METERS (28.7
 CK2085'FEET) EAST NORTHEAST OF THE CENTERLINE OF PALMETTO BAY ROAD,
 CK2085'5.09 METERS (16.7 FEET) NORTH NORTHWEST OF THE EXTENDED CENTERLINE
 CK2085'OF THE DIRT ROAD LEADING SOUTHWEST AND 1.16 METERS (3.8 FEET) EAST
 CK2085'NORTHEAST OF THE POWERLINE POLE.
 CK2085'THE MARK IS 0.30 METERS  WSW FROM A WITNESS POST.
 CK2085'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2085
 CK2085                          STATION RECOVERY (1996)
 CK2085
 CK2085'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2274 ***********************************************************************
 CK2274  DESIGNATION -  7 089
 CK2274  PID         -  CK2274
 CK2274  STATE/COUNTY-  SC/BEAUFORT
 CK2274  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK2274
 CK2274                         *CURRENT SURVEY CONTROL
 CK2274  ___________________________________________________________________
 CK2274* NAD 83(1986)-  32 13 27.     (N)    080 54 28.     (W)     SCALED    
 CK2274* NAVD 88     -         4.913  (meters)      16.12   (feet)  ADJUSTED  
 CK2274  ___________________________________________________________________
 CK2274  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 CK2274  DYNAMIC HT  -           4.907 (meters)      16.10  (feet)  COMP
 CK2274  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 CK2274
 CK2274  VERT ORDER  -  FIRST     CLASS II
 CK2274
 CK2274.The horizontal coordinates were scaled from a topographic map and have
 CK2274.an estimated accuracy of +/- 6 seconds.
 CK2274
 CK2274.The orthometric height was determined by differential leveling
 CK2274.and adjusted by the National Geodetic Survey in June 1991..
 CK2274
 CK2274.The geoid height was determined by GEOID03.
 CK2274
 CK2274.The dynamic height is computed by dividing the NAVD 88
 CK2274.geopotential number by the normal gravity value computed on the
 CK2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2274.degrees latitude (g = 980.6199 gals.).
 CK2274
 CK2274.The modeled gravity was interpolated from observed gravity values.
 CK2274
 CK2274;                    North         East    Units  Estimated Accuracy
 CK2274;SPC SC       -    43,350.      618,290.      MT  (+/- 180 meters Scaled)
 CK2274
 CK2274                          SUPERSEDED SURVEY CONTROL
 CK2274
 CK2274  NGVD 29 (03/21/89)    5.193  (m)           17.04   (f) ADJUSTED    1 2
 CK2274
 CK2274.Superseded values are not recommended for survey control.
 CK2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2274.See file dsdata.txt to determine how the superseded data were derived.
 CK2274
 CK2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR086652(NAD 83)
 CK2274_MARKER: DB = BENCH MARK DISK
 CK2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2274_SP_SET: CONCRETE POST
 CK2274_STAMPING: VERT 7 089 1981
 CK2274_MARK LOGO: SCGS  
 CK2274_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2274+STABILITY: SURFACE MOTION
 CK2274
 CK2274  HISTORY     - Date     Condition        Report By
 CK2274  HISTORY     - 1981     MONUMENTED       SCGS
 CK2274  HISTORY     - 1990     GOOD             USPSQD
 CK2274  HISTORY     - 19980618 GOOD             USPSQD
 CK2274
 CK2274                          STATION DESCRIPTION
 CK2274
 CK2274'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2274'5.3 KM (3.3 MI) WSW FROM BLUFFTON.
 CK2274'5.0 KILOMETERS (3.15 MILES) WEST ALONG STATE HIGHWAY 46 FROM A
 CK2274'POINT IN BLUFFTON WHERE HIGHWAY 46 TURNS NORTH, THENCE 1.0
 CK2274'KILOMETER (0.65 MILE) SOUTH ALONG A PRIVATE PAVED ROAD WITH A WHITE
 CK2274'WOODEN ENTRANCE GATE TO A FORK, SET BY A TELEPHONE JUNCTION BOX
 CK2274'ON THE LEFT BEFORE REACHING FORK, 28.6 METERS (93.8 FEET) NORTH
 CK2274'NORTHWEST OF THE CENTER OF THE JUNCTION OF THE FORKED ROAD,
 CK2274'10.6 METERS (34.7 FEET) EAST OF THE CENTER OF THE MAIN ROAD,
 CK2274'1.1 METERS (3.5 FEET) EAST OF THE TELEPHONE JUNCTION BOX.
 CK2274'THE MARK IS 0.40 METERS  W FROM A WITNESS POST.
 CK2274'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2274
 CK2274                          STATION RECOVERY (1990)
 CK2274
 CK2274'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2274'RECOVERED IN GOOD CONDITION.
 CK2274
 CK2274                          STATION RECOVERY (1998)
 CK2274
 CK2274'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2140 ***********************************************************************
 CK2140  DESIGNATION -  7 090
 CK2140  PID         -  CK2140
 CK2140  STATE/COUNTY-  SC/JASPER
 CK2140  USGS QUAD   -  JASPER (1979)
 CK2140
 CK2140                         *CURRENT SURVEY CONTROL
 CK2140  ___________________________________________________________________
 CK2140* NAD 83(1986)-  32 21 15.     (N)    080 54 24.     (W)     SCALED    
 CK2140* NAVD 88     -         6.493  (meters)      21.30   (feet)  ADJUSTED  
 CK2140  ___________________________________________________________________
 CK2140  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CK2140  DYNAMIC HT  -           6.485 (meters)      21.28  (feet)  COMP
 CK2140  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 CK2140
 CK2140  VERT ORDER  -  FIRST     CLASS II
 CK2140
 CK2140.The horizontal coordinates were scaled from a topographic map and have
 CK2140.an estimated accuracy of +/- 6 seconds.
 CK2140
 CK2140.The orthometric height was determined by differential leveling
 CK2140.and adjusted by the National Geodetic Survey in June 1991..
 CK2140
 CK2140.The geoid height was determined by GEOID03.
 CK2140
 CK2140.The dynamic height is computed by dividing the NAVD 88
 CK2140.geopotential number by the normal gravity value computed on the
 CK2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2140.degrees latitude (g = 980.6199 gals.).
 CK2140
 CK2140.The modeled gravity was interpolated from observed gravity values.
 CK2140
 CK2140;                    North         East    Units  Estimated Accuracy
 CK2140;SPC SC       -    57,770.      618,390.      MT  (+/- 180 meters Scaled)
 CK2140
 CK2140                          SUPERSEDED SURVEY CONTROL
 CK2140
 CK2140  NGVD 29 (03/21/89)    6.777  (m)           22.23   (f) ADJUSTED    1 2
 CK2140
 CK2140.Superseded values are not recommended for survey control.
 CK2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2140.See file dsdata.txt to determine how the superseded data were derived.
 CK2140
 CK2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR087796(NAD 83)
 CK2140_MARKER: DD = SURVEY DISK
 CK2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2140_SP_SET: CONCRETE POST
 CK2140_STAMPING: VERT 7 090 1982
 CK2140_MARK LOGO: SCGS  
 CK2140_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2140_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2140+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1998
 CK2140
 CK2140  HISTORY     - Date     Condition        Report By
 CK2140  HISTORY     - 1982     MONUMENTED       SCGS
 CK2140  HISTORY     - 19980309 GOOD             SCGS
 CK2140  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK2140
 CK2140                          STATION DESCRIPTION
 CK2140
 CK2140'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2140'16.1 KM (10.0 MI) NW FROM BLUFFTON.
 CK2140'11.4 KILOMETERS (7.15 MILES) SOUTHWEST AND WEST ALONG STATE HIGHWAY
 CK2140'170 FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, SET  ALONG
 CK2140'THE WOODS EDGE, APPROXIMATELY 128.0 METERS (420.0 FEET) WEST OF THE
 CK2140'EXTENDED CENTERLINE OF A WOODS ROAD LEADING SOUTH, 12.6 METERS
 CK2140'(41.5 FEET) NORTH OF THE CENTERLINE OF HIGHWAY 170, 5.7 METERS
 CK2140'(18.6 FEET) SOUTHEAST OF A 24 INCH PINE TREE.
 CK2140'THE MARK IS 0.70 METERS  S FROM A WITNESS POST.
 CK2140'THE MARK IS ABOVE LEVEL WITH HIGHWAY 170.
 CK2140
 CK2140                          STATION RECOVERY (1998)
 CK2140
 CK2140'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2140'STATION IS LOCATED 7.85 MILES (12.63 KM) SOUTHEAST OF SWITZERLAND,
 CK2140'9.75 MILES (15.69 KM) SOUTH SOUTHEAST OF RIDGELAND. OWNERSHIP--SCDOT,
 CK2140'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK2140'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK2140'HIGHWAYS 170 (OKATIE HIGHWAY) AND 462, 2.1 MILES (3.4 KM) WEST OF
 CK2140'CHELSEA, GO EAST ON HIGHWAY 170 FOR 1.0 MILE (1.6 KM) TO THE STATION
 CK2140'ON THE LEFT IN A TREE LINE.  STATION IS A CONCRETE POST PROJECTING 0.1
 CK2140'FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 41.0 FEET
 CK2140'(12.5 M) NORTH OF THE CENTER OF THE HIGHWAY, 36.0 FEET (11.0 M) WEST
 CK2140'SOUTHWEST OF A 2.5-FOOT HIGH CONCRETE PIPELINE MARKER, 206.3 FEET
 CK2140'(62.9 M) WEST OF A FIRE HYDRANT, 1.8 FEET (0.5 M) SOUTH OF A WITNESS
 CK2140'POST.  RECOVERED BY C.J.  STONE.
 CK2140
 CK2140                          STATION RECOVERY (2002)
 CK2140
 CK2140'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2140'NOT FOUND.  SEARCHED N SIDE OF SC 107 WITH MICRONTA 4001.  ROAD HAS
 CK2140'BEEN MOVED HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2145 ***********************************************************************
 CK2145  DESIGNATION -  7 091
 CK2145  PID         -  CK2145
 CK2145  STATE/COUNTY-  SC/BEAUFORT
 CK2145  USGS QUAD   -  SPRING ISLAND (1958)
 CK2145
 CK2145                         *CURRENT SURVEY CONTROL
 CK2145  ___________________________________________________________________
 CK2145* NAD 83(1986)-  32 21 23.     (N)    080 51 47.     (W)     SCALED    
 CK2145* NAVD 88     -         4.975  (meters)      16.32   (feet)  ADJUSTED  
 CK2145  ___________________________________________________________________
 CK2145  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2145  DYNAMIC HT  -           4.969 (meters)      16.30  (feet)  COMP
 CK2145  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 CK2145
 CK2145  VERT ORDER  -  FIRST     CLASS II
 CK2145
 CK2145.The horizontal coordinates were scaled from a topographic map and have
 CK2145.an estimated accuracy of +/- 6 seconds.
 CK2145
 CK2145.The orthometric height was determined by differential leveling
 CK2145.and adjusted by the National Geodetic Survey in June 1991..
 CK2145
 CK2145.The geoid height was determined by GEOID03.
 CK2145
 CK2145.The dynamic height is computed by dividing the NAVD 88
 CK2145.geopotential number by the normal gravity value computed on the
 CK2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2145.degrees latitude (g = 980.6199 gals.).
 CK2145
 CK2145.The modeled gravity was interpolated from observed gravity values.
 CK2145
 CK2145;                    North         East    Units  Estimated Accuracy
 CK2145;SPC SC       -    58,020.      622,490.      MT  (+/- 180 meters Scaled)
 CK2145
 CK2145                          SUPERSEDED SURVEY CONTROL
 CK2145
 CK2145  NGVD 29 (03/21/89)    5.260  (m)           17.26   (f) ADJUSTED    1 2
 CK2145
 CK2145.Superseded values are not recommended for survey control.
 CK2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2145.See file dsdata.txt to determine how the superseded data were derived.
 CK2145
 CK2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR128799(NAD 83)
 CK2145_MARKER: DB = BENCH MARK DISK
 CK2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2145_SP_SET: CONCRETE POST
 CK2145_STAMPING: VERT 7 091 1982
 CK2145_MARK LOGO: SCGS  
 CK2145_PROJECTION: FLUSH
 CK2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2145+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 CK2145
 CK2145  HISTORY     - Date     Condition        Report By
 CK2145  HISTORY     - 1982     MONUMENTED       SCGS
 CK2145  HISTORY     - 19980617 GOOD             USPSQD
 CK2145  HISTORY     - 20060610 GOOD             WARDED
 CK2145
 CK2145                          STATION DESCRIPTION
 CK2145
 CK2145'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2145'13.7 KM (8.5 MI) NORTH FROM BLUFFTON.
 CK2145'7.7 KILOMETERS (4 8 MILES) SOUTHWEST ALONG STATE HIGHWAY 170 FROM
 CK2145'THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE 1.0 KILOMETERS
 CK2145'(0.65 MILES) SOUTHEAST ALONG A SAND ROAD LEADING TO CALAWASSIE
 CK2145'ISLAND, SET IN THE FRONT YARD OF A BRICK HOUSE IN THE SOUTEWEST
 CK2145'CORNER OF THE INTERSECTION OF A ROAD WEST, 12.2 METERS (40.0 FEET)
 CK2145'WEST OF THE APPROXIMATE CENTER OF THE MAIN ROAD, 15.2 METERS (50.0
 CK2145'FEET) SOUTH OF THE APPROXIMATE CENTER OF THE SAND ROAD LEADING
 CK2145'WEST, 15.2 METERS (50.0 FEET) NORTHEAST OF THE NORTHEAST CORNER
 CK2145'OF THE HOUSE, 6.1 METERS (20.0 FEET) NORTHEAST OF A 40 INCH OAK
 CK2145'TREE.
 CK2145'THE MARK IS 2.3 METERS  S FROM A WITNESS POST.
 CK2145'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CK2145
 CK2145                          STATION RECOVERY (1998)
 CK2145
 CK2145'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2145'RECOVERED IN GOOD CONDITION.
 CK2145
 CK2145                          STATION RECOVERY (2006)
 CK2145
 CK2145'RECOVERY NOTE BY WARD EDWARDS INCORPORATED 2006 (MSH)
 CK2145'0.65 MILES SOUTHEAST ALONG CALLAWASSIE DRIVE, SET IN THE FRONT YARD OF
 CK2145'A BRICK HOUSE IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MIKE
 CK2145'DRIVE AND CALLAWASIE DRIVE, 40FT FROM CENTERLINE OF CALLAWASI DRIVE,
 CK2145'47FT FROM CENTERLINE OF MIKE DRIVE,49.7FT NE OF THE NE CORNER OF THE
 CK2145'BRICK HOUSE, 29.4FT SE OF SCE+G LIGHT POLE 510 523, 17FT SOUTH OF
 CK2145'WITNESS POST. FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2163 ***********************************************************************
 CK2163  DESIGNATION -  7 092
 CK2163  PID         -  CK2163
 CK2163  STATE/COUNTY-  SC/BEAUFORT
 CK2163  USGS QUAD   -  BEAUFORT (1998)
 CK2163
 CK2163                         *CURRENT SURVEY CONTROL
 CK2163  ___________________________________________________________________
 CK2163* NAD 83(1986)-  32 25 37.     (N)    080 44 20.     (W)     SCALED    
 CK2163* NAVD 88     -         8.173  (meters)      26.81   (feet)  ADJUSTED  
 CK2163  ___________________________________________________________________
 CK2163  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2163  DYNAMIC HT  -           8.164 (meters)      26.78  (feet)  COMP
 CK2163  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CK2163
 CK2163  VERT ORDER  -  FIRST     CLASS II
 CK2163
 CK2163.The horizontal coordinates were scaled from a topographic map and have
 CK2163.an estimated accuracy of +/- 6 seconds.
 CK2163
 CK2163.The orthometric height was determined by differential leveling
 CK2163.and adjusted by the National Geodetic Survey in June 1991..
 CK2163
 CK2163.The geoid height was determined by GEOID03.
 CK2163
 CK2163.The dynamic height is computed by dividing the NAVD 88
 CK2163.geopotential number by the normal gravity value computed on the
 CK2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2163.degrees latitude (g = 980.6199 gals.).
 CK2163
 CK2163.The modeled gravity was interpolated from observed gravity values.
 CK2163
 CK2163;                    North         East    Units  Estimated Accuracy
 CK2163;SPC SC       -    65,870.      634,160.      MT  (+/- 180 meters Scaled)
 CK2163
 CK2163                          SUPERSEDED SURVEY CONTROL
 CK2163
 CK2163  NGVD 29 (03/21/89)    8.456  (m)           27.74   (f) ADJUSTED    1 2
 CK2163
 CK2163.Superseded values are not recommended for survey control.
 CK2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2163.See file dsdata.txt to determine how the superseded data were derived.
 CK2163
 CK2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR245877(NAD 83)
 CK2163_MARKER: DB = BENCH MARK DISK
 CK2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2163_SP_SET: CONCRETE POST
 CK2163_STAMPING: VERT 7 092 1982
 CK2163_MARK LOGO: SCGS  
 CK2163_PROJECTION: FLUSH
 CK2163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2163
 CK2163  HISTORY     - Date     Condition        Report By
 CK2163  HISTORY     - 1982     MONUMENTED       SCGS
 CK2163  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2163  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK2163
 CK2163                          STATION DESCRIPTION
 CK2163
 CK2163'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2163'2.3 KM (1.45 MI) SW FROM BURTON.
 CK2163'0.6 KILOMETERS (0.4 MILES) SOUTH ALONG STATE HIGHWAY 281, FROM THE
 CK2163'JUNCTION OF U.S. HIGHWAY 21 IN BURTON, THENCE 1.6 KILOMETERS
 CK2163'(1.05 MILES) SOUTHWEST ALONG STATE HIGHWAY 280, SET AT THE NORTHEAST
 CK2163'CORNER OF THE BLUE TIN PEPSI BUILDING, 33.8 METERS (111.0 FEET)
 CK2163'SOUTH SOUTHEAST OF THE CENTERLINE OF HIGHWAY 280, 1.8 METERS
 CK2163'(6.0 FEET) NORTH OF THE NORTH CORNER OF THE BUILDING, 18.0 METERS
 CK2163'(59.0 FEET) SOUTH SOUTHWEST OF A POWERLINE POLE NUMBER 228206,
 CK2163'10.2 METERS (33.5 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF
 CK2163'THE PAVED DRIVE TO THE BUILDING.
 CK2163'THE MARK IS 1.8 METERS  N FROM A WITNESS POST.
 CK2163'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 CK2163
 CK2163                          STATION RECOVERY (1990)
 CK2163
 CK2163'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2163'MARK NOT FOUND.
 CK2163
 CK2163                          STATION RECOVERY (1998)
 CK2163
 CK2163'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2164 ***********************************************************************
 CK2164  DESIGNATION -  7 093
 CK2164  PID         -  CK2164
 CK2164  STATE/COUNTY-  SC/BEAUFORT
 CK2164  USGS QUAD   -  BEAUFORT (1998)
 CK2164
 CK2164                         *CURRENT SURVEY CONTROL
 CK2164  ___________________________________________________________________
 CK2164* NAD 83(1986)-  32 26 22.     (N)    080 43 19.     (W)     SCALED    
 CK2164* NAVD 88     -         8.532  (meters)      27.99   (feet)  ADJUSTED  
 CK2164  ___________________________________________________________________
 CK2164  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2164  DYNAMIC HT  -           8.523 (meters)      27.96  (feet)  COMP
 CK2164  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CK2164
 CK2164  VERT ORDER  -  FIRST     CLASS II
 CK2164
 CK2164.The horizontal coordinates were scaled from a topographic map and have
 CK2164.an estimated accuracy of +/- 6 seconds.
 CK2164
 CK2164.The orthometric height was determined by differential leveling
 CK2164.and adjusted by the National Geodetic Survey in June 1991..
 CK2164
 CK2164.The geoid height was determined by GEOID03.
 CK2164
 CK2164.The dynamic height is computed by dividing the NAVD 88
 CK2164.geopotential number by the normal gravity value computed on the
 CK2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2164.degrees latitude (g = 980.6199 gals.).
 CK2164
 CK2164.The modeled gravity was interpolated from observed gravity values.
 CK2164
 CK2164;                    North         East    Units  Estimated Accuracy
 CK2164;SPC SC       -    67,260.      635,750.      MT  (+/- 180 meters Scaled)
 CK2164
 CK2164                          SUPERSEDED SURVEY CONTROL
 CK2164
 CK2164  NGVD 29 (03/21/89)    8.816  (m)           28.92   (f) ADJUSTED    1 2
 CK2164
 CK2164.Superseded values are not recommended for survey control.
 CK2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2164.See file dsdata.txt to determine how the superseded data were derived.
 CK2164
 CK2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR261891(NAD 83)
 CK2164_MARKER: DB = BENCH MARK DISK
 CK2164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2164_SP_SET: STAINLESS STEEL ROD
 CK2164_STAMPING: VERT 7 093 1982
 CK2164_MARK LOGO: SCGS  
 CK2164_PROJECTION: FLUSH
 CK2164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2164+STABILITY: POSITION/ELEVATION WELL
 CK2164_ROD/PIPE-DEPTH: 6.8  meters
 CK2164
 CK2164  HISTORY     - Date     Condition        Report By
 CK2164  HISTORY     - 1982     MONUMENTED       SCGS
 CK2164  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2164  HISTORY     - 19980621 MARK NOT FOUND   USPSQD
 CK2164  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2164
 CK2164                          STATION DESCRIPTION
 CK2164
 CK2164'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2164'IN BURTON.
 CK2164'0.2 KILOMETERS (0.15 MILES) SOUTH ALONG STATE HIGHWAY 280 FROM
 CK2164'THE JUNCTION OF U.S. HIGHWAY 21 IN BURTON, SET IN A SMALL CLEARING,
 CK2164'SOUTH OF A LARGE OAK TREE IN THE FRONT YARD OF A RED BRICK HOUSE,
 CK2164'15.8 METERS (51.7 FEET) WEST NORTHWEST OF THE CENTERLINE OF
 CK2164'HIGHWAY 170, 24.7 METERS (81.0 FEET) SOUTHEAST OF THE CENTER OF
 CK2164'A CHIMNEY ON THE SOUTH SIDE OF THE HOUSE, 13.0 METERS (42.5 FEET)
 CK2164'SOUTH OF THE LARGE 40 INCH OAK TREE, 6.4 METERS (21.0 FEET) NORTH
 CK2164'OF A POWERLINE POLE AND A WIRE FENCE LINE.
 CK2164'THE MARK IS 7.3 METERS  SW FROM A WITNESS POST.
 CK2164'THE MARK IS 0.3 M BELOW HIGHWAY 170.
 CK2164
 CK2164                          STATION RECOVERY (1990)
 CK2164
 CK2164'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2164'MARK NOT FOUND.
 CK2164
 CK2164                          STATION RECOVERY (1998)
 CK2164
 CK2164'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2164'MARK NOT FOUND.
 CK2164
 CK2164                          STATION RECOVERY (2005)
 CK2164
 CK2164'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2165 ***********************************************************************
 CK2165  DESIGNATION -  7 094
 CK2165  PID         -  CK2165
 CK2165  STATE/COUNTY-  SC/BEAUFORT
 CK2165  USGS QUAD   -  BEAUFORT (1998)
 CK2165
 CK2165                         *CURRENT SURVEY CONTROL
 CK2165  ___________________________________________________________________
 CK2165* NAD 83(1986)-  32 26 31.     (N)    080 43 18.     (W)     SCALED    
 CK2165* NAVD 88     -         8.956  (meters)      29.38   (feet)  ADJUSTED  
 CK2165  ___________________________________________________________________
 CK2165  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2165  DYNAMIC HT  -           8.946 (meters)      29.35  (feet)  COMP
 CK2165  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CK2165
 CK2165  VERT ORDER  -  FIRST     CLASS II
 CK2165
 CK2165.The horizontal coordinates were scaled from a topographic map and have
 CK2165.an estimated accuracy of +/- 6 seconds.
 CK2165
 CK2165.The orthometric height was determined by differential leveling
 CK2165.and adjusted by the National Geodetic Survey in June 1991..
 CK2165
 CK2165.The geoid height was determined by GEOID03.
 CK2165
 CK2165.The dynamic height is computed by dividing the NAVD 88
 CK2165.geopotential number by the normal gravity value computed on the
 CK2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2165.degrees latitude (g = 980.6199 gals.).
 CK2165
 CK2165.The modeled gravity was interpolated from observed gravity values.
 CK2165
 CK2165;                    North         East    Units  Estimated Accuracy
 CK2165;SPC SC       -    67,530.      635,770.      MT  (+/- 180 meters Scaled)
 CK2165
 CK2165                          SUPERSEDED SURVEY CONTROL
 CK2165
 CK2165  NGVD 29 (03/21/89)    9.239  (m)           30.31   (f) ADJUSTED    1 2
 CK2165
 CK2165.Superseded values are not recommended for survey control.
 CK2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2165.See file dsdata.txt to determine how the superseded data were derived.
 CK2165
 CK2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR261894(NAD 83)
 CK2165_MARKER: DB = BENCH MARK DISK
 CK2165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2165_SP_SET: STAINLESS STEEL ROD
 CK2165_STAMPING: VERT 7 094 SCGS
 CK2165_MARK LOGO: SCGS  
 CK2165_PROJECTION: FLUSH
 CK2165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2165+STABILITY: POSITION/ELEVATION WELL
 CK2165_ROD/PIPE-DEPTH: 15.2 meters
 CK2165
 CK2165  HISTORY     - Date     Condition        Report By
 CK2165  HISTORY     - 1982     MONUMENTED       SCGS
 CK2165  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2165  HISTORY     - 19980621 GOOD             USPSQD
 CK2165
 CK2165                          STATION DESCRIPTION
 CK2165
 CK2165'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2165'IN BURTON.
 CK2165'AT THE JUNCTION OF STATE HIGHWAY 280 AND U.S. HIGHWAY 21 IN BURTON,
 CK2165'SET BY A LARGE PECAN TREE IN THE SOUTHEAST ANGLE OF THE INTERSECTION,
 CK2165'7.1 METERS (23.3 FEET) WEST NORTHWEST OF THE 50 INCH PECAN TREE,
 CK2165'10.8 METERS (35.6 FEET) EAST SOUTHEAST OF THE SOUTHWEST LEG
 CK2165'OF A LARGE BILLBOARD SIGN, 15.1 METERS (49.5 FEET) SOUTHWEST OF
 CK2165'THE SOUTHWEST RAIL OF THE RAILROAD TRACKS, 26.8 METERS (88.0 FEET)
 CK2165'WEST NORTHWEST OF THE APPROXIMATE CENTER OF HIGHWAY 280.
 CK2165'THE MARK IS 1.00 M ABOVE THE TRACKS.
 CK2165
 CK2165                          STATION RECOVERY (1990)
 CK2165
 CK2165'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2165'MARK NOT FOUND.
 CK2165
 CK2165                          STATION RECOVERY (1998)
 CK2165
 CK2165'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2207 ***********************************************************************
 CK2207  DESIGNATION -  7 095
 CK2207  PID         -  CK2207
 CK2207  STATE/COUNTY-  SC/BEAUFORT
 CK2207  USGS QUAD   -  BEAUFORT (1998)
 CK2207
 CK2207                         *CURRENT SURVEY CONTROL
 CK2207  ___________________________________________________________________
 CK2207* NAD 83(1986)-  32 28 59.     (N)    080 44 25.     (W)     SCALED    
 CK2207* NAVD 88     -         8.509  (meters)      27.92   (feet)  ADJUSTED  
 CK2207  ___________________________________________________________________
 CK2207  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2207  DYNAMIC HT  -           8.499 (meters)      27.88  (feet)  COMP
 CK2207  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 CK2207
 CK2207  VERT ORDER  -  FIRST     CLASS II
 CK2207
 CK2207.The horizontal coordinates were scaled from a topographic map and have
 CK2207.an estimated accuracy of +/- 6 seconds.
 CK2207
 CK2207.The orthometric height was determined by differential leveling
 CK2207.and adjusted by the National Geodetic Survey in June 1991..
 CK2207
 CK2207.The geoid height was determined by GEOID03.
 CK2207
 CK2207.The dynamic height is computed by dividing the NAVD 88
 CK2207.geopotential number by the normal gravity value computed on the
 CK2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2207.degrees latitude (g = 980.6199 gals.).
 CK2207
 CK2207.The modeled gravity was interpolated from observed gravity values.
 CK2207
 CK2207;                    North         East    Units  Estimated Accuracy
 CK2207;SPC SC       -    72,090.      634,010.      MT  (+/- 180 meters Scaled)
 CK2207
 CK2207                          SUPERSEDED SURVEY CONTROL
 CK2207
 CK2207  NGVD 29 (03/21/89)    8.791  (m)           28.84   (f) ADJUSTED    1 2
 CK2207
 CK2207.Superseded values are not recommended for survey control.
 CK2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2207.See file dsdata.txt to determine how the superseded data were derived.
 CK2207
 CK2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR244940(NAD 83)
 CK2207_MARKER: DB = BENCH MARK DISK
 CK2207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2207_SP_SET: HEADWALL
 CK2207_STAMPING: VERT 7 095 1982
 CK2207_MARK LOGO: SCGS  
 CK2207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2207
 CK2207  HISTORY     - Date     Condition        Report By
 CK2207  HISTORY     - 1982     MONUMENTED       SCGS
 CK2207  HISTORY     - 1990     GOOD             USPSQD
 CK2207  HISTORY     - 19980621 GOOD             USPSQD
 CK2207
 CK2207                          STATION DESCRIPTION
 CK2207
 CK2207'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2207'1.1 KM (0.7 MI) SOUTH FROM GRAYS HILL.
 CK2207'1.1 KILOMETERS (0.7 MILE) SOUTH ALONG US HIGHWAY 21, FROM THE
 CK2207'JUNCTION OF COUNTY ROAD S-7-71 AT GRAYS HILL, SET IN THE NORTH END
 CK2207'OF THE WEST HEADWALL OF A 6 FOOT BOX CULVERT UNDER HIGHWAY 21,
 CK2207'0.2 KILOMETER (0.1 MILE) NORTH OF THE LEVI STRAUSS PLANT.
 CK2207'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 CK2207'THE MARK IS 0.50 M BELOW HIGHWAY.
 CK2207
 CK2207                          STATION RECOVERY (1990)
 CK2207
 CK2207'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2207'RECOVERED IN GOOD CONDITION.
 CK2207
 CK2207                          STATION RECOVERY (1998)
 CK2207
 CK2207'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2203 ***********************************************************************
 CK2203  DESIGNATION -  7 096
 CK2203  PID         -  CK2203
 CK2203  STATE/COUNTY-  SC/BEAUFORT
 CK2203  USGS QUAD   -  BEAUFORT (1998)
 CK2203
 CK2203                         *CURRENT SURVEY CONTROL
 CK2203  ___________________________________________________________________
 CK2203* NAD 83(1986)-  32 29 36.     (N)    080 44 33.     (W)     SCALED    
 CK2203* NAVD 88     -        12.172  (meters)      39.93   (feet)  ADJUSTED  
 CK2203  ___________________________________________________________________
 CK2203  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2203  DYNAMIC HT  -          12.158 (meters)      39.89  (feet)  COMP
 CK2203  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 CK2203
 CK2203  VERT ORDER  -  FIRST     CLASS II
 CK2203
 CK2203.The horizontal coordinates were scaled from a topographic map and have
 CK2203.an estimated accuracy of +/- 6 seconds.
 CK2203
 CK2203.The orthometric height was determined by differential leveling
 CK2203.and adjusted by the National Geodetic Survey in June 1991..
 CK2203
 CK2203.The geoid height was determined by GEOID03.
 CK2203
 CK2203.The dynamic height is computed by dividing the NAVD 88
 CK2203.geopotential number by the normal gravity value computed on the
 CK2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2203.degrees latitude (g = 980.6199 gals.).
 CK2203
 CK2203.The modeled gravity was interpolated from observed gravity values.
 CK2203
 CK2203;                    North         East    Units  Estimated Accuracy
 CK2203;SPC SC       -    73,230.      633,800.      MT  (+/- 180 meters Scaled)
 CK2203
 CK2203                          SUPERSEDED SURVEY CONTROL
 CK2203
 CK2203  NGVD 29 (03/21/89)   12.454  (m)           40.86   (f) ADJUSTED    1 2
 CK2203
 CK2203.Superseded values are not recommended for survey control.
 CK2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2203.See file dsdata.txt to determine how the superseded data were derived.
 CK2203
 CK2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR241951(NAD 83)
 CK2203_MARKER: DB = BENCH MARK DISK
 CK2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2203_SP_SET: CONCRETE POST
 CK2203_STAMPING: VERT 7 096 1982
 CK2203_MARK LOGO: SCGS  
 CK2203_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2203
 CK2203  HISTORY     - Date     Condition        Report By
 CK2203  HISTORY     - 1982     MONUMENTED       SCGS
 CK2203  HISTORY     - 1990     GOOD             USPSQD
 CK2203  HISTORY     - 1990     GOOD             USPSQD
 CK2203  HISTORY     - 19980621 GOOD             USPSQD
 CK2203
 CK2203                          STATION DESCRIPTION
 CK2203
 CK2203'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2203'IN GRAYS HILL.
 CK2203'AT THE JUNCTION OF U.S. HIGHWAY 21 AND COUNTY ROAD S-7-71, IN
 CK2203'GRAYS HILL, SET BY A VACANT LOT IN THE NORTHWEST ANGLE OF THE
 CK2203'INTERSECTION, 21.6 METERS (71.0 FEET) NORTH OF THE CENTERLINE OF
 CK2203'COUNTY ROAD 71, 15.8 METERS (52.0 FEET) WEST OF THE CENTERLINE
 CK2203'OF U.S. HIGHWAY 21 SOUTHBOUND, 0.9 METER (3.0 FEET) NORTH OF THE
 CK2203'POWERLINE POLE WITH A TRANSFORMER AND 24.0 METERS (78.8 FEET)
 CK2203'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A TIN BUILDING, DALES
 CK2203'MOTORCYCLE SHOP.
 CK2203'THE MARK IS 2.90 METERS  WSW FROM A WITNESS POST.
 CK2203'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2203
 CK2203                          STATION RECOVERY (1990)
 CK2203
 CK2203'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2203'RECOVERED IN GOOD CONDITION.
 CK2203
 CK2203                          STATION RECOVERY (1990)
 CK2203
 CK2203'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2203'RECOVERED IN GOOD CONDITION.
 CK2203
 CK2203                          STATION RECOVERY (1998)
 CK2203
 CK2203'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2199 ***********************************************************************
 CK2199  DESIGNATION -  7 097
 CK2199  PID         -  CK2199
 CK2199  STATE/COUNTY-  SC/BEAUFORT
 CK2199  USGS QUAD   -  DALE (1988)
 CK2199
 CK2199                         *CURRENT SURVEY CONTROL
 CK2199  ___________________________________________________________________
 CK2199* NAD 83(1986)-  32 33 32.     (N)    080 43 30.     (W)     SCALED    
 CK2199* NAVD 88     -         5.739  (meters)      18.83   (feet)  ADJUSTED  
 CK2199  ___________________________________________________________________
 CK2199  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2199  DYNAMIC HT  -           5.733 (meters)      18.81  (feet)  COMP
 CK2199  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CK2199
 CK2199  VERT ORDER  -  FIRST     CLASS II
 CK2199
 CK2199.The horizontal coordinates were scaled from a topographic map and have
 CK2199.an estimated accuracy of +/- 6 seconds.
 CK2199
 CK2199.The orthometric height was determined by differential leveling
 CK2199.and adjusted by the National Geodetic Survey in June 1991..
 CK2199
 CK2199.The geoid height was determined by GEOID03.
 CK2199
 CK2199.The dynamic height is computed by dividing the NAVD 88
 CK2199.geopotential number by the normal gravity value computed on the
 CK2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2199.degrees latitude (g = 980.6199 gals.).
 CK2199
 CK2199.The modeled gravity was interpolated from observed gravity values.
 CK2199
 CK2199;                    North         East    Units  Estimated Accuracy
 CK2199;SPC SC       -    80,500.      635,430.      MT  (+/- 180 meters Scaled)
 CK2199
 CK2199                          SUPERSEDED SURVEY CONTROL
 CK2199
 CK2199  NGVD 29 (03/21/89)    6.019  (m)           19.75   (f) ADJUSTED    1 2
 CK2199
 CK2199.Superseded values are not recommended for survey control.
 CK2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2199.See file dsdata.txt to determine how the superseded data were derived.
 CK2199
 CK2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS258024(NAD 83)
 CK2199_MARKER: DB = BENCH MARK DISK
 CK2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2199_SP_SET: CONCRETE POST
 CK2199_STAMPING: VERT 7 097 1982
 CK2199_MARK LOGO: SCGS  
 CK2199_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2199
 CK2199  HISTORY     - Date     Condition        Report By
 CK2199  HISTORY     - 1982     MONUMENTED       SCGS
 CK2199  HISTORY     - 19960612 GOOD             USPSQD
 CK2199
 CK2199                          STATION DESCRIPTION
 CK2199
 CK2199'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2199'3.2 KM (2.0 MI) WEST FROM DALE.
 CK2199'3.2 KILOMETERS (2.0 MILES) WEST ALONG COUNTY ROAD S-7-38 FROM
 CK2199'THE CENTER OF DALE, SET 0.2 KILOMETER (0.15 MILE) WEST OF AN
 CK2199'ABANDONED RAILROAD CROSSING, IN THE NORTHEAST CORNER OF THE
 CK2199'YARD OF A SINGLE STORY BRICK HOME, JUST WEST OF A CURVE IN THE ROAD,
 CK2199'9.4 METERS (31.0 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF THE
 CK2199'HIGHWAY, 3.5 METERS (11.6 FEET) NORTH OF THE NORTH WALL OF A
 CK2199'BRICK WELL HOUSE, 13.5 METERS (44.3 FEET) NORTHEAST OF THE
 CK2199'NORTHEAST CORNER OF THE BRICK HOUSE, 28.6 METERS (94.0 FEET)
 CK2199'SOUTHEAST AND ACROSS THE ROAD FROM A POWER LINE POLE WITH A
 CK2199'TRANSFORMER.
 CK2199'THE MARK IS 2.40 METERS  SSW FROM A WITNESS POST.
 CK2199'THE MARK IS 0.50 M BELOW THE HIGHWAY.
 CK2199
 CK2199                          STATION RECOVERY (1996)
 CK2199
 CK2199'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2198 ***********************************************************************
 CK2198  DESIGNATION -  7 098
 CK2198  PID         -  CK2198
 CK2198  STATE/COUNTY-  SC/BEAUFORT
 CK2198  USGS QUAD   -  DALE (1988)
 CK2198
 CK2198                         *CURRENT SURVEY CONTROL
 CK2198  ___________________________________________________________________
 CK2198* NAD 83(1986)-  32 34 20.     (N)    080 44 32.     (W)     SCALED    
 CK2198* NAVD 88     -         6.925  (meters)      22.72   (feet)  ADJUSTED  
 CK2198  ___________________________________________________________________
 CK2198  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2198  DYNAMIC HT  -           6.917 (meters)      22.69  (feet)  COMP
 CK2198  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 CK2198
 CK2198  VERT ORDER  -  FIRST     CLASS II
 CK2198
 CK2198.The horizontal coordinates were scaled from a topographic map and have
 CK2198.an estimated accuracy of +/- 6 seconds.
 CK2198
 CK2198.The orthometric height was determined by differential leveling
 CK2198.and adjusted by the National Geodetic Survey in June 1991..
 CK2198
 CK2198.The geoid height was determined by GEOID03.
 CK2198
 CK2198.The dynamic height is computed by dividing the NAVD 88
 CK2198.geopotential number by the normal gravity value computed on the
 CK2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2198.degrees latitude (g = 980.6199 gals.).
 CK2198
 CK2198.The modeled gravity was interpolated from observed gravity values.
 CK2198
 CK2198;                    North         East    Units  Estimated Accuracy
 CK2198;SPC SC       -    81,980.      633,810.      MT  (+/- 180 meters Scaled)
 CK2198
 CK2198                          SUPERSEDED SURVEY CONTROL
 CK2198
 CK2198  NGVD 29 (03/21/89)    7.205  (m)           23.64   (f) ADJUSTED    1 2
 CK2198
 CK2198.Superseded values are not recommended for survey control.
 CK2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2198.See file dsdata.txt to determine how the superseded data were derived.
 CK2198
 CK2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS241038(NAD 83)
 CK2198_MARKER: DB = BENCH MARK DISK
 CK2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2198_SP_SET: CONCRETE POST
 CK2198_STAMPING: VERT 7 098 1982
 CK2198_MARK LOGO: SCGS  
 CK2198_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2198
 CK2198  HISTORY     - Date     Condition        Report By
 CK2198  HISTORY     - 1982     MONUMENTED       SCGS
 CK2198  HISTORY     - 19960608 GOOD             USPSQD
 CK2198
 CK2198                          STATION DESCRIPTION
 CK2198
 CK2198'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2198'3.7 KM (2.3 MI) SOUTH FROM GARDERS CORNER.
 CK2198'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG U.S. HIGHWAY 21, FROM THE
 CK2198'JUNCTION OF U.S. HIGHWAY 17, IN GARDENS CORNER, SET IN THE NORTHWEST
 CK2198'CORNER OF THE YARD OF A SINGLE STORY BRICK HOME, 3.9 METERS
 CK2198'(12.7 FEET) WEST OF THE WEST CURB OF HIGHWAY 21, 30.2 METERS
 CK2198'(99.0 FEET) WEST AND ACROSS THE ROAD FROM POWERLINE POLE NO 212,
 CK2198'21.3 METERS (70.0 FEET) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 CK2198'HOUSE, 7.0 METERS (23.0 FEET) SOUTH SOUTHWEST OF THE NORTH END OF
 CK2198'A SIDEWALK ALONG HIGHWAY 21 AND 5.0 METERS (16.5 FEET) SOUTH OF THE
 CK2198'CENTER OF A DRAINAGE DITCH.
 CK2198'THE MARK IS 3.00 METERS  SW FROM A WITNESS POST.
 CK2198'THE MARK IS 0.80 M BELOW HIGHWAY 21.
 CK2198
 CK2198                          STATION RECOVERY (1996)
 CK2198
 CK2198'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2197 ***********************************************************************
 CK2197  DESIGNATION -  7 099
 CK2197  PID         -  CK2197
 CK2197  STATE/COUNTY-  SC/BEAUFORT
 CK2197  USGS QUAD   -  DALE (1988)
 CK2197
 CK2197                         *CURRENT SURVEY CONTROL
 CK2197  ___________________________________________________________________
 CK2197* NAD 83(1986)-  32 35 20.     (N)    080 44 45.     (W)     SCALED    
 CK2197* NAVD 88     -         6.520  (meters)      21.39   (feet)  ADJUSTED  
 CK2197  ___________________________________________________________________
 CK2197  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2197  DYNAMIC HT  -           6.513 (meters)      21.37  (feet)  COMP
 CK2197  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 CK2197
 CK2197  VERT ORDER  -  FIRST     CLASS II
 CK2197
 CK2197.The horizontal coordinates were scaled from a topographic map and have
 CK2197.an estimated accuracy of +/- 6 seconds.
 CK2197
 CK2197.The orthometric height was determined by differential leveling
 CK2197.and adjusted by the National Geodetic Survey in September 1998..
 CK2197
 CK2197.The geoid height was determined by GEOID03.
 CK2197
 CK2197.The dynamic height is computed by dividing the NAVD 88
 CK2197.geopotential number by the normal gravity value computed on the
 CK2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2197.degrees latitude (g = 980.6199 gals.).
 CK2197
 CK2197.The modeled gravity was interpolated from observed gravity values.
 CK2197
 CK2197;                    North         East    Units  Estimated Accuracy
 CK2197;SPC SC       -    83,820.      633,460.      MT  (+/- 180 meters Scaled)
 CK2197
 CK2197                          SUPERSEDED SURVEY CONTROL
 CK2197
 CK2197  NAVD 88 (06/15/91)    6.526  (m)           21.41   (f) UNKNOWN     1 2
 CK2197  NGVD 29 (03/21/89)    6.806  (m)           22.33   (f) ADJUSTED    1 2
 CK2197
 CK2197.Superseded values are not recommended for survey control.
 CK2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2197.See file dsdata.txt to determine how the superseded data were derived.
 CK2197
 CK2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS238057(NAD 83)
 CK2197_MARKER: DD = SURVEY DISK
 CK2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2197_SP_SET: CONCRETE POST
 CK2197_STAMPING: VERT 7 099 1982
 CK2197_MARK LOGO: SCGS  
 CK2197_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2197_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2197+STABILITY: SURFACE MOTION
 CK2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2197+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 CK2197
 CK2197  HISTORY     - Date     Condition        Report By
 CK2197  HISTORY     - 1982     MONUMENTED       SCGS
 CK2197  HISTORY     - 19950920 GOOD             SCGS
 CK2197  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 CK2197
 CK2197                          STATION DESCRIPTION
 CK2197
 CK2197'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2197'1.8 KM (1.15 MI) SOUTH FROM GARDENS CORNER.
 CK2197'1.8 KILOMETERS (1.15 MILES) SOUTH ALONG U.S. HIGHWAY 21 FROM THE
 CK2197'JUNCTION OF U.S. HIGHWAY 17 IN GARDENS CORNER, SET ON THE NORTH SIDE
 CK2197'OF THE ROAD ACROSS THE HIGHWAY FROM A DIRT ROAD SOUTHWEST LINED
 CK2197'WITH TREES, 24.4 METERS (80.0 FEET) WEST OF A POWERPOLE, 15.8 METERS
 CK2197'(52.0 FEET) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE
 CK2197'OF HIGHWAY 21, 4.3 METERS (14.0 FEET) SOUTH OF AN 18 INCH PINE TREE
 CK2197'AND 3.0 METERS (10.0 FEET) NORTHWEST OF THE EXTENDED CENTER LINE OF A
 CK2197'DIRT ROAD LEADING SOUTHWEST.
 CK2197'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 CK2197'THE MARK IS 0.50 M BELOW HIGHWAY 21.
 CK2197
 CK2197                          STATION RECOVERY (1995)
 CK2197
 CK2197'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2197'STATION IS LOCATED 3.0 MILES (4.8 KM) EAST OF SHELDON.
 CK2197'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2197'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2197'SOUTHWEST CORNER OF THE TRIANGLE JUNCTION OF U.S.  HIGHWAY 17 AND 21,
 CK2197'12.9 MILES (20.8 KM) NORTH NORTHWEST OF BEAUFORT, GO SOUTHEAST ON
 CK2197'HIGHWAY 21 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 149
 CK2197'(STROBAN ROAD) , CONTINUE ON HIGHWAY 21 FOR 0.2 MILE (0.3 KM) TO THE
 CK2197'STATION ON THE LEFT ACROSS THE HIGHWAY FROM A LONG, GRASSY, TREE-LINED
 CK2197'DRIVEWAY.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND
 CK2197'2.0 FEET (0.6 M) BELOW THE HIGHWAY, 51.5 FEET (15.7 M) NORTHEAST OF
 CK2197'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.0 FEET (1.5 M)
 CK2197'NORTHWEST OF THE EXTENDED CENTER OF THE DRIVEWAY, 13.6 FEET (4.1 M)
 CK2197'SOUTHWEST OF A 1.5-FOOT PINE TREE WITH A BLAZE AND A SCGS REFERENCE
 CK2197'WASHER ATTACHED, 1.4 FEET (0.4 M) SOUTHWEST OF A WITNESS POST.
 CK2197'RECOVERED BY C.E.  GEOGHEGAN.
 CK2197
 CK2197                          STATION RECOVERY (1996)
 CK2197
 CK2197'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2195 ***********************************************************************
 CK2195  DESIGNATION -  7 100
 CK2195  PID         -  CK2195
 CK2195  STATE/COUNTY-  SC/BEAUFORT
 CK2195  USGS QUAD   -  SHELDON (1988)
 CK2195
 CK2195                         *CURRENT SURVEY CONTROL
 CK2195  ___________________________________________________________________
 CK2195* NAD 83(1986)-  32 36 01.     (N)    080 45 35.     (W)     SCALED    
 CK2195* NAVD 88     -         4.451  (meters)      14.60   (feet)  ADJUSTED  
 CK2195  ___________________________________________________________________
 CK2195  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2195  DYNAMIC HT  -           4.446 (meters)      14.59  (feet)  COMP
 CK2195  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 CK2195
 CK2195  VERT ORDER  -  FIRST     CLASS II
 CK2195
 CK2195.The horizontal coordinates were scaled from a topographic map and have
 CK2195.an estimated accuracy of +/- 6 seconds.
 CK2195
 CK2195.The orthometric height was determined by differential leveling
 CK2195.and adjusted by the National Geodetic Survey in June 1991..
 CK2195
 CK2195.The geoid height was determined by GEOID03.
 CK2195
 CK2195.The dynamic height is computed by dividing the NAVD 88
 CK2195.geopotential number by the normal gravity value computed on the
 CK2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2195.degrees latitude (g = 980.6199 gals.).
 CK2195
 CK2195.The modeled gravity was interpolated from observed gravity values.
 CK2195
 CK2195;                    North         East    Units  Estimated Accuracy
 CK2195;SPC SC       -    85,080.      632,160.      MT  (+/- 180 meters Scaled)
 CK2195
 CK2195                          SUPERSEDED SURVEY CONTROL
 CK2195
 CK2195  NGVD 29 (03/21/89)    4.732  (m)           15.52   (f) ADJUSTED    1 2
 CK2195
 CK2195.Superseded values are not recommended for survey control.
 CK2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2195.See file dsdata.txt to determine how the superseded data were derived.
 CK2195
 CK2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS225070(NAD 83)
 CK2195_MARKER: DD = SURVEY DISK
 CK2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2195_SP_SET: STAINLESS STEEL ROD
 CK2195_STAMPING: VERT 7 100 1982
 CK2195_MARK LOGO: SCGS  
 CK2195_PROJECTION: FLUSH
 CK2195_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2195+STABILITY: SURFACE MOTION
 CK2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2195+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 CK2195_ROD/PIPE-DEPTH: 10.0 meters
 CK2195
 CK2195  HISTORY     - Date     Condition        Report By
 CK2195  HISTORY     - 1982     MONUMENTED       SCGS
 CK2195  HISTORY     - 19950920 GOOD             SCGS
 CK2195  HISTORY     - 19960608 GOOD             USPSQD
 CK2195
 CK2195                          STATION DESCRIPTION
 CK2195
 CK2195'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2195'IN GARDENS CORNER.
 CK2195'AT GARDENS CORNER, SET ON THE NORTHWEST SIDE OF THE TRIANGLE
 CK2195'FORMED BY THE JUNCTIONS OF U.S. HIGHWAYS 17 AND 21, IN THE
 CK2195'FRONT YARD OF THE GARDENS CORNER MOTEL UNITS, 9.6 METERS
 CK2195'(31.5 FEET) NORTHEAST OF A 50 INCH OAK TREE, 7.3 METERS (24.0 FEET)
 CK2195'SOUTHWEST OF A 12 INCH PALM TREE, 7.6 METERS (25.0 FEET) NORTH
 CK2195'NORTHWEST OF A LIGHT POLE, 18.7 METERS (61.5 FEET) SOUTHEAST
 CK2195'OF THE CENTER LINE OF HIGHWAY 17, 24.6 METERS (81.0 FEET) NORTHWEST
 CK2195'OF THE FRONT FACE OF THE MOTEL UNITS.
 CK2195'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17.
 CK2195
 CK2195                          STATION RECOVERY (1995)
 CK2195
 CK2195'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2195'STATION IS LOCATED INSIDE A CHAIN LINK FENCE (KOFFIS USED CARS) IN
 CK2195'FRONT OF THE GARDENS CORNER MOTEL, ALONG THE NORTHWEST SIDE OF THE
 CK2195'TRIANGLE JUNCTION OF U.S.  HIGHWAYS 17 AND 21, 2.15 MILES (3.46 KM)
 CK2195'EAST OF SHELDON, 12.9 MILES (20.8 KM) NORTH NORTHWEST OF BEAUFORT.
 CK2195'OWNERSHIP--HOWARD MEUFUKA, P.O.  BOX 810, LOBECO, SC, PHONE
 CK2195'803-846-3346.  STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM)
 CK2195'AND LEVEL WITH THE HIGHWAY, 62.5 FEET (19.1 M) SOUTHEAST OF THE
 CK2195'NORTHBOUND LANES OF HIGHWAY 17, 30.5 FEET (9.3 M) NORTHEAST OF A
 CK2195'3.2-FOOT LIVE OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 23.5
 CK2195'FEET (7.2 M) SOUTHWEST OF A 0.7-FOOT PALMETTO TREE, 17.4 FEET (5.3 M)
 CK2195'SOUTH SOUTHEAST OF THE SOUTH CORNER OF A 2.0-FOOT BY 10-FOOT BY
 CK2195'2.0-FOOT HIGH CONCRETE BLOCK SIGN BASE, 78.8 FEET (24.0 M) NORTHWEST
 CK2195'OF THE NORTHWEST FACE OF THE MOTEL, 29.0 FEET (8.8 M) SOUTHEAST OF A
 CK2195'WITNESS POST IN THE FENCE LINE.  RECOVERED BY C.E.  GEOGHEGAN.
 CK2195
 CK2195                          STATION RECOVERY (1996)
 CK2195
 CK2195'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2196 ***********************************************************************
 CK2196  DESIGNATION -  7 101
 CK2196  PID         -  CK2196
 CK2196  STATE/COUNTY-  SC/BEAUFORT
 CK2196  USGS QUAD   -  SHELDON (1988)
 CK2196
 CK2196                         *CURRENT SURVEY CONTROL
 CK2196  ___________________________________________________________________
 CK2196* NAD 83(1986)-  32 35 49.     (N)    080 45 29.     (W)     SCALED    
 CK2196* NAVD 88     -         4.093  (meters)      13.43   (feet)  ADJUSTED  
 CK2196  ___________________________________________________________________
 CK2196  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2196  DYNAMIC HT  -           4.089 (meters)      13.42  (feet)  COMP
 CK2196  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CK2196
 CK2196  VERT ORDER  -  FIRST     CLASS II
 CK2196
 CK2196.The horizontal coordinates were scaled from a topographic map and have
 CK2196.an estimated accuracy of +/- 6 seconds.
 CK2196
 CK2196.The orthometric height was determined by differential leveling
 CK2196.and adjusted by the National Geodetic Survey in June 1991..
 CK2196
 CK2196.The geoid height was determined by GEOID03.
 CK2196
 CK2196.The dynamic height is computed by dividing the NAVD 88
 CK2196.geopotential number by the normal gravity value computed on the
 CK2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2196.degrees latitude (g = 980.6199 gals.).
 CK2196
 CK2196.The modeled gravity was interpolated from observed gravity values.
 CK2196
 CK2196;                    North         East    Units  Estimated Accuracy
 CK2196;SPC SC       -    84,710.      632,310.      MT  (+/- 180 meters Scaled)
 CK2196
 CK2196                          SUPERSEDED SURVEY CONTROL
 CK2196
 CK2196  NGVD 29 (03/21/89)    4.373  (m)           14.35   (f) ADJUSTED    1 2
 CK2196
 CK2196.Superseded values are not recommended for survey control.
 CK2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2196.See file dsdata.txt to determine how the superseded data were derived.
 CK2196
 CK2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS227066(NAD 83)
 CK2196_MARKER: DB = BENCH MARK DISK
 CK2196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2196_SP_SET: STAINLESS STEEL ROD
 CK2196_STAMPING: VERT 7 101 1982
 CK2196_MARK LOGO: SCGS  
 CK2196_PROJECTION: FLUSH
 CK2196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2196+STABILITY: POSITION/ELEVATION WELL
 CK2196_ROD/PIPE-DEPTH: 10.0 meters
 CK2196
 CK2196  HISTORY     - Date     Condition        Report By
 CK2196  HISTORY     - 1982     MONUMENTED       SCGS
 CK2196  HISTORY     - 19891121 MARK NOT FOUND   SCGS
 CK2196  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 CK2196
 CK2196                          STATION DESCRIPTION
 CK2196
 CK2196'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2196'IN GARDENS CORNER.
 CK2196'AT THE JUNCTION OF U.S. HIGHWAYS 17 AND 21, IN GARDENS CORNER, SET
 CK2196'SOUTH OF THE EAST TIP OF THE TRIANGLE FORMED BY THE JUNCTIONS, IN THE
 CK2196'YARD OF A SINGLE STORY SHINGLED HOUSE, 24.7 METERS (81.0 FEET)
 CK2196'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY 21 SOUTHBOUND LANE,
 CK2196'1.3 METERS (13.0 FEET) SOUTHWEST OF A FLAGPOLE, 7.9 METERS (26.0 FEET)
 CK2196'SOUTH SOUTHEAST OF A 16 INCH CHERRY TREE AND 27.4 METERS (90.0 FEET)
 CK2196'NORTH NORTHEAST OF THE NORTH CORNER OF THE MAIN PART OF THE HOUSE.
 CK2196'THE MARK IS 1.00 M ABOVE HIGHWAY 21.
 CK2196
 CK2196                          STATION RECOVERY (1989)
 CK2196
 CK2196'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK2196'MARK NOT FOUND.
 CK2196
 CK2196                          STATION RECOVERY (1996)
 CK2196
 CK2196'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2194 ***********************************************************************
 CK2194  DESIGNATION -  7 102
 CK2194  PID         -  CK2194
 CK2194  STATE/COUNTY-  SC/BEAUFORT
 CK2194  USGS QUAD   -  SHELDON (1988)
 CK2194
 CK2194                         *CURRENT SURVEY CONTROL
 CK2194  ___________________________________________________________________
 CK2194* NAD 83(1986)-  32 36 01.     (N)    080 45 42.     (W)     SCALED    
 CK2194* NAVD 88     -         1.956  (meters)       6.42   (feet)  ADJUSTED  
 CK2194  ___________________________________________________________________
 CK2194  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2194  DYNAMIC HT  -           1.954 (meters)       6.41  (feet)  COMP
 CK2194  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 CK2194
 CK2194  VERT ORDER  -  FIRST     CLASS II
 CK2194
 CK2194.The horizontal coordinates were scaled from a topographic map and have
 CK2194.an estimated accuracy of +/- 6 seconds.
 CK2194
 CK2194.The orthometric height was determined by differential leveling
 CK2194.and adjusted by the National Geodetic Survey in June 1991..
 CK2194
 CK2194.The geoid height was determined by GEOID03.
 CK2194
 CK2194.The dynamic height is computed by dividing the NAVD 88
 CK2194.geopotential number by the normal gravity value computed on the
 CK2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2194.degrees latitude (g = 980.6199 gals.).
 CK2194
 CK2194.The modeled gravity was interpolated from observed gravity values.
 CK2194
 CK2194;                    North         East    Units  Estimated Accuracy
 CK2194;SPC SC       -    85,080.      631,970.      MT  (+/- 180 meters Scaled)
 CK2194
 CK2194                          SUPERSEDED SURVEY CONTROL
 CK2194
 CK2194  NGVD 29 (03/21/89)    2.237  (m)            7.34   (f) ADJUSTED    1 2
 CK2194
 CK2194.Superseded values are not recommended for survey control.
 CK2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2194.See file dsdata.txt to determine how the superseded data were derived.
 CK2194
 CK2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS223070(NAD 83)
 CK2194_MARKER: DD = SURVEY DISK
 CK2194_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2194_SP_SET: CULVERT HEADWALL
 CK2194_STAMPING: VERT 7 102 1982
 CK2194_MARK LOGO: SCGS  
 CK2194_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2194+STABILITY: SURFACE MOTION
 CK2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2194+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 CK2194
 CK2194  HISTORY     - Date     Condition        Report By
 CK2194  HISTORY     - 1982     MONUMENTED       SCGS
 CK2194  HISTORY     - 19950920 GOOD             SCGS
 CK2194  HISTORY     - 19960608 GOOD             USPSQD
 CK2194
 CK2194                          STATION DESCRIPTION
 CK2194
 CK2194'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2194'IN GARDENS CORNER.
 CK2194'0.1 KILOMETER (0.05 MILE) WEST ALONG U.S. HIGHWAYS 17 AND 21
 CK2194'FROM THE WEST TIP OF THE TRIANGLE FORMED BY THE JUNCTION OF U.S.
 CK2194'HIGHWAYS 17 AND 21 AT GARDENS CORNER, SET IN THE TOP OF THE CENTER
 CK2194'OF THE SOUTH HEADWALL OF A LARGE DOUBLE CULVERT UNDER HIGHWAY 17
 CK2194'SOUTH.
 CK2194'THE MARK IS 0.40 M BELOW HIGHWAY 17.
 CK2194
 CK2194                          STATION RECOVERY (1995)
 CK2194
 CK2194'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2194'STATION IS LOCATED 2.05 MILES (3.30 KM) EAST OF SHELDON.
 CK2194'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK2194'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK2194'WEST CORNER OF THE TRIANGLE JUNCTION OF U.S.  HIGHWAY 17 AND 21, 12.9
 CK2194'MILES (20.8 KM) NORTH NORTHWEST OF BEAUFORT, GO WEST SOUTHWEST ON
 CK2194'HIGHWAY 17 AND 21 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT
 CK2194'IN THE HEADWALL OF A BOX CULVERT BENEATH THE HIGHWAY.  STATION IS A
 CK2194'DRILL MARK IN THE HEADWALL AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY,
 CK2194'49.5 FEET (15.1 M) SOUTH SOUTHEAST OF THE CENTER OF THE EASTBOUND
 CK2194'LANES OF THE HIGHWAY, 7.0 FEET (2.1 M) EAST NORTHEAST OF THE WEST END
 CK2194'OF THE HEADWALL, 18.9 FEET (5.8 M) SOUTH SOUTHWEST OF A WITNESS POST.
 CK2194'RECOVERED BY C.E.  GEOGHEGAN.
 CK2194
 CK2194                          STATION RECOVERY (1996)
 CK2194
 CK2194'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2193 ***********************************************************************
 CK2193  DESIGNATION -  7 103
 CK2193  PID         -  CK2193
 CK2193  STATE/COUNTY-  SC/BEAUFORT
 CK2193  USGS QUAD   -  SHELDON (1988)
 CK2193
 CK2193                         *CURRENT SURVEY CONTROL
 CK2193  ___________________________________________________________________
 CK2193* NAD 83(1986)-  32 36 04.     (N)    080 46 35.     (W)     SCALED    
 CK2193* NAVD 88     -         2.616  (meters)       8.58   (feet)  ADJUSTED  
 CK2193  ___________________________________________________________________
 CK2193  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2193  DYNAMIC HT  -           2.613 (meters)       8.57  (feet)  COMP
 CK2193  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CK2193
 CK2193  VERT ORDER  -  FIRST     CLASS II
 CK2193
 CK2193.The horizontal coordinates were scaled from a topographic map and have
 CK2193.an estimated accuracy of +/- 6 seconds.
 CK2193
 CK2193.The orthometric height was determined by differential leveling
 CK2193.and adjusted by the National Geodetic Survey in June 1991..
 CK2193
 CK2193.The geoid height was determined by GEOID03.
 CK2193
 CK2193.The dynamic height is computed by dividing the NAVD 88
 CK2193.geopotential number by the normal gravity value computed on the
 CK2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2193.degrees latitude (g = 980.6199 gals.).
 CK2193
 CK2193.The modeled gravity was interpolated from observed gravity values.
 CK2193
 CK2193;                    North         East    Units  Estimated Accuracy
 CK2193;SPC SC       -    85,170.      630,590.      MT  (+/- 180 meters Scaled)
 CK2193
 CK2193                          SUPERSEDED SURVEY CONTROL
 CK2193
 CK2193  NGVD 29 (03/21/89)    2.896  (m)            9.50   (f) ADJUSTED    1 2
 CK2193
 CK2193.Superseded values are not recommended for survey control.
 CK2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2193.See file dsdata.txt to determine how the superseded data were derived.
 CK2193
 CK2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS209070(NAD 83)
 CK2193_MARKER: DD = SURVEY DISK
 CK2193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2193_SP_SET: HEADWALL
 CK2193_STAMPING: VERT 7 103 1982
 CK2193_MARK LOGO: SCGS  
 CK2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2193
 CK2193  HISTORY     - Date     Condition        Report By
 CK2193  HISTORY     - 1982     MONUMENTED       SCGS
 CK2193  HISTORY     - 19891121 GOOD             SCGS
 CK2193  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 CK2193
 CK2193                          STATION DESCRIPTION
 CK2193
 CK2193'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2193'1.6 KM (1.0 MI) WEST FROM GARDENS CORNER.
 CK2193'1.6 KILOMETERS (1.0 MILE) WEST ALONG U.S. HIGHWAYS 17 AND 21 FROM
 CK2193'THE JUNCTION OF U.S. HIGHWAY 21 AT GARDENS CORNER, SET IN THE
 CK2193'EAST END OF THE SOUTH HEADWALL OF A 12 FOOT CONCRETE BOX CULVERT
 CK2193'UNDER HIGHWAY 17.
 CK2193'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17.
 CK2193
 CK2193                          STATION RECOVERY (1989)
 CK2193
 CK2193'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK2193'RECOVERED IN GOOD CONDITION, IT WAS REPORTED TO SCGS THAT THIS STATION
 CK2193'WILL BE DESTROYED IN THE NEAR FUTURE, THE HIGHWAY IS CHANGING TO A
 CK2193'4-LANE HIGHWAY DESTROYING THIS HEADWALL AND STATION.
 CK2193'RECOVERY BY D.D. WOODS.
 CK2193
 CK2193                          STATION RECOVERY (1996)
 CK2193
 CK2193'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5855 ***********************************************************************
 CK5855  DESIGNATION -  7 103 RESET
 CK5855  PID         -  CK5855
 CK5855  STATE/COUNTY-  SC/BEAUFORT
 CK5855  USGS QUAD   -  SHELDON (1988)
 CK5855
 CK5855                         *CURRENT SURVEY CONTROL
 CK5855  ___________________________________________________________________
 CK5855* NAD 83(1986)-  32 36 04.     (N)    080 46 35.     (W)     SCALED    
 CK5855* NAVD 88     -         2.64   (meters)       8.7    (feet)  RESET     
 CK5855  ___________________________________________________________________
 CK5855  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK5855
 CK5855  VERT ORDER  -  THIRD
 CK5855
 CK5855.The horizontal coordinates were scaled from a topographic map and have
 CK5855.an estimated accuracy of +/- 6 seconds.
 CK5855
 CK5855.The orthometric height was computed from unverified reset data.
 CK5855.No vertical observational check was made to the station.
 CK5855
 CK5855.The geoid height was determined by GEOID03.
 CK5855
 CK5855;                    North         East    Units  Estimated Accuracy
 CK5855;SPC SC       -    85,170.      630,590.      MT  (+/- 180 meters Scaled)
 CK5855
 CK5855                          SUPERSEDED SURVEY CONTROL
 CK5855
 CK5855  NGVD 29 (01/15/02)    2.92   (m)            9.6    (f) RESET       3  
 CK5855
 CK5855.Superseded values are not recommended for survey control.
 CK5855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5855.See file dsdata.txt to determine how the superseded data were derived.
 CK5855
 CK5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS209070(NAD 83)
 CK5855_MARKER: DD = SURVEY DISK
 CK5855_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CK5855_SP_SET: CULVERT
 CK5855_STAMPING: VERT 7 103 RESET 1989
 CK5855_MARK LOGO: SCGS  
 CK5855_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK5855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5855+STABILITY: SURFACE MOTION
 CK5855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5855+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CK5855
 CK5855  HISTORY     - Date     Condition        Report By
 CK5855  HISTORY     - 1989     MONUMENTED       SCGS
 CK5855  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 CK5855
 CK5855                          STATION DESCRIPTION
 CK5855
 CK5855'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK5855'STATION IS LOCATED 1.0 MILE EAST OF SHELDON, 1.0 MILE WEST OF GARDENS
 CK5855'CORNER. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK5855'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 21 AT
 CK5855'GARDENS CORNER, GO WEST ON HIGHWAYS 17 AND 21 FOR 1.0 MILE TO THE
 CK5855'STATION ON THE RIGHT, IN THE WEST END OF THE NORTH HEADWALL OF A
 CK5855'12-FOOT CONCRETE BOX CULVERT BENEATH THE HIGHWAY.
 CK5855'STATION IS A DRILL MARK IN HEADWALL AND 1.0 FOOT BELOW THE HIGHWAY,
 CK5855'28.7 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2.2 FEET EAST OF THE
 CK5855'WEST END OF THE HEADWALL.
 CK5855'DESCRIBED BY T. HALL.
 CK5855
 CK5855                          STATION RECOVERY (1996)
 CK5855
 CK5855'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2186 ***********************************************************************
 CK2186  DESIGNATION -  7 104
 CK2186  PID         -  CK2186
 CK2186  STATE/COUNTY-  SC/BEAUFORT
 CK2186  USGS QUAD   -  SHELDON (1988)
 CK2186
 CK2186                         *CURRENT SURVEY CONTROL
 CK2186  ___________________________________________________________________
 CK2186* NAD 83(1986)-  32 36 03.     (N)    080 47 45.     (W)     SCALED    
 CK2186* NAVD 88     -         8.243  (meters)      27.04   (feet)  ADJUSTED  
 CK2186  ___________________________________________________________________
 CK2186  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2186  DYNAMIC HT  -           8.233 (meters)      27.01  (feet)  COMP
 CK2186  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 CK2186
 CK2186  VERT ORDER  -  FIRST     CLASS II
 CK2186
 CK2186.The horizontal coordinates were scaled from a topographic map and have
 CK2186.an estimated accuracy of +/- 6 seconds.
 CK2186
 CK2186.The orthometric height was determined by differential leveling
 CK2186.and adjusted by the National Geodetic Survey in June 1991..
 CK2186
 CK2186.The geoid height was determined by GEOID03.
 CK2186
 CK2186.The dynamic height is computed by dividing the NAVD 88
 CK2186.geopotential number by the normal gravity value computed on the
 CK2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2186.degrees latitude (g = 980.6199 gals.).
 CK2186
 CK2186.The modeled gravity was interpolated from observed gravity values.
 CK2186
 CK2186;                    North         East    Units  Estimated Accuracy
 CK2186;SPC SC       -    85,140.      628,770.      MT  (+/- 180 meters Scaled)
 CK2186
 CK2186                          SUPERSEDED SURVEY CONTROL
 CK2186
 CK2186  NGVD 29 (03/21/89)    8.523  (m)           27.96   (f) ADJUSTED    1 2
 CK2186
 CK2186.Superseded values are not recommended for survey control.
 CK2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2186.See file dsdata.txt to determine how the superseded data were derived.
 CK2186
 CK2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS191070(NAD 83)
 CK2186_MARKER: DB = BENCH MARK DISK
 CK2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2186_SP_SET: CONCRETE POST
 CK2186_STAMPING: VERT 7 104 1982
 CK2186_MARK LOGO: SCGS  
 CK2186_PROJECTION: FLUSH
 CK2186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2186
 CK2186  HISTORY     - Date     Condition        Report By
 CK2186  HISTORY     - 1982     MONUMENTED       SCGS
 CK2186  HISTORY     - 19960608 GOOD             USPSQD
 CK2186
 CK2186                          STATION DESCRIPTION
 CK2186
 CK2186'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2186'IN SHELDON.
 CK2186'IN SHELDON, AT THE SHELDON BAPTIST CHURCH, SET 0.9 METER (3.0 FEET)
 CK2186'WEST OF THE NORTHWEST CORNER OF THE CHURCH S EDUCATION BUILDING, 29.9
 CK2186'METERS (98.0 FEET) NORTHEAST OF THE CORNER OF THE OLD CHURCH
 CK2186'BUILDING (TO BE REPLACED), 8.4 METERS (27.7 FEET) WEST OF THE
 CK2186'NORTH EDGE OF A SIDEWALK TO THE BUILDING, 1.3 METERS (4.2 FEET)
 CK2186'SOUTHWEST OF A FLAGPOLE, 22.6 METERS (74.0 FEET) EAST OF THE
 CK2186'APPROXIMATE CENTER OF A PAVED ROAD BETWEEN THE OLD CHURCH BUILDING
 CK2186'AND THE EDUCATION BUILDING.
 CK2186'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2186
 CK2186                          STATION RECOVERY (1996)
 CK2186
 CK2186'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2185 ***********************************************************************
 CK2185  DESIGNATION -  7 105
 CK2185  PID         -  CK2185
 CK2185  STATE/COUNTY-  SC/BEAUFORT
 CK2185  USGS QUAD   -  SHELDON (1988)
 CK2185
 CK2185                         *CURRENT SURVEY CONTROL
 CK2185  ___________________________________________________________________
 CK2185* NAD 83(1986)-  32 36 28.     (N)    080 48 29.     (W)     SCALED    
 CK2185* NAVD 88     -         3.821  (meters)      12.54   (feet)  ADJUSTED  
 CK2185  ___________________________________________________________________
 CK2185  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2185  DYNAMIC HT  -           3.817 (meters)      12.52  (feet)  COMP
 CK2185  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CK2185
 CK2185  VERT ORDER  -  FIRST     CLASS II
 CK2185
 CK2185.The horizontal coordinates were scaled from a topographic map and have
 CK2185.an estimated accuracy of +/- 6 seconds.
 CK2185
 CK2185.The orthometric height was determined by differential leveling
 CK2185.and adjusted by the National Geodetic Survey in June 1991..
 CK2185
 CK2185.The geoid height was determined by GEOID03.
 CK2185
 CK2185.The dynamic height is computed by dividing the NAVD 88
 CK2185.geopotential number by the normal gravity value computed on the
 CK2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2185.degrees latitude (g = 980.6199 gals.).
 CK2185
 CK2185.The modeled gravity was interpolated from observed gravity values.
 CK2185
 CK2185;                    North         East    Units  Estimated Accuracy
 CK2185;SPC SC       -    85,910.      627,620.      MT  (+/- 180 meters Scaled)
 CK2185
 CK2185                          SUPERSEDED SURVEY CONTROL
 CK2185
 CK2185  NGVD 29 (03/21/89)    4.102  (m)           13.46   (f) ADJUSTED    1 2
 CK2185
 CK2185.Superseded values are not recommended for survey control.
 CK2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2185.See file dsdata.txt to determine how the superseded data were derived.
 CK2185
 CK2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS180078(NAD 83)
 CK2185_MARKER: DD = SURVEY DISK
 CK2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2185_SP_SET: CONCRETE POST
 CK2185_STAMPING: VERT 7 105 1982
 CK2185_MARK LOGO: SCGS  
 CK2185_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2185+STABILITY: SURFACE MOTION
 CK2185
 CK2185  HISTORY     - Date     Condition        Report By
 CK2185  HISTORY     - 1982     MONUMENTED       SCGS
 CK2185  HISTORY     - 19891121 GOOD             SCGS
 CK2185  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 CK2185
 CK2185                          STATION DESCRIPTION
 CK2185
 CK2185'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2185'1.3 KM (0.8 MI) NW FROM SHELDON.
 CK2185'1.3 KILOMETERS (0.8 MILE) NORTHEAST ALONG U.S. HIGHWAYS 17 AND 21
 CK2185'FROM THE RAILROAD TRACK OVERPASS IN SHELDON, SET IN THE NORTHEAST
 CK2185'ANGLE OF THE INTERSECTION OF A WOODS ROAD LEADING EAST NORTHEAST,
 CK2185'18.8 METERS (61.5 FEET) NORTHEAST OF THE CENTER LINE OF HIGHWAY 17,
 CK2185'4.4 METERS (14.5 FEET) SOUTHEAST OF A 50 INCH TWIN TRUNK OAK TREE,
 CK2185'15.2 METERS (50.0 FEET) SOUTH SOUTHEAST OF A WOODS YARD LINE,
 CK2185'6.7 METERS (22.0 FEET) NORTH NORTHWEST OF THE APPROXIMATE CENTER
 CK2185'OF THE WOODS ROAD.
 CK2185'THE MARK IS 0.30 METERS  SW FROM  HIGHWAY 17
 CK2185'THE MARK IS 1.00 M BELOW HIGHWAY 17.
 CK2185
 CK2185                          STATION RECOVERY (1989)
 CK2185
 CK2185'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK2185'RECOVERED IN GOOD CONDITION, IT WAS REPORTED TO SCGS THAT THIS STATION
 CK2185'WILL BE DESTROYED IN THE NEAR FUTURE, THE HIGHWAY IS CHANGING TO A
 CK2185'4-LANE HIGHWAY DESTROYING THIS HEADWALL AND STATION.
 CK2185'RECOVERY BY D.D. WOODS.
 CK2185
 CK2185                          STATION RECOVERY (1996)
 CK2185
 CK2185'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5856 ***********************************************************************
 CK5856  DESIGNATION -  7 105 RESET
 CK5856  PID         -  CK5856
 CK5856  STATE/COUNTY-  SC/BEAUFORT
 CK5856  USGS QUAD   -  SHELDON (1988)
 CK5856
 CK5856                         *CURRENT SURVEY CONTROL
 CK5856  ___________________________________________________________________
 CK5856* NAD 83(1986)-  32 36 28.     (N)    080 48 29.     (W)     SCALED    
 CK5856* NAVD 88     -         4.54   (meters)      14.9    (feet)  RESET     
 CK5856  ___________________________________________________________________
 CK5856  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK5856
 CK5856  VERT ORDER  -  THIRD
 CK5856
 CK5856.The horizontal coordinates were scaled from a topographic map and have
 CK5856.an estimated accuracy of +/- 6 seconds.
 CK5856
 CK5856.The orthometric height was computed from unverified reset data.
 CK5856.No vertical observational check was made to the station.
 CK5856
 CK5856.The geoid height was determined by GEOID03.
 CK5856
 CK5856;                    North         East    Units  Estimated Accuracy
 CK5856;SPC SC       -    85,910.      627,620.      MT  (+/- 180 meters Scaled)
 CK5856
 CK5856                          SUPERSEDED SURVEY CONTROL
 CK5856
 CK5856  NGVD 29 (01/15/02)    4.82   (m)           15.8    (f) RESET       3  
 CK5856
 CK5856.Superseded values are not recommended for survey control.
 CK5856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5856.See file dsdata.txt to determine how the superseded data were derived.
 CK5856
 CK5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS180078(NAD 83)
 CK5856_MARKER: DD = SURVEY DISK
 CK5856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5856_SP_SET: CONCRETE POST
 CK5856_STAMPING: VERT 7 105 RESET 1989
 CK5856_MARK LOGO: SCGS  
 CK5856_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK5856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5856+STABILITY: SURFACE MOTION
 CK5856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5856+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CK5856
 CK5856  HISTORY     - Date     Condition        Report By
 CK5856  HISTORY     - 1989     MONUMENTED       SCGS
 CK5856  HISTORY     - 19960608 GOOD             USPSQD
 CK5856
 CK5856                          STATION DESCRIPTION
 CK5856
 CK5856'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK5856'STATION IS LOCATED 1.0 MILE WEST NORTHWEST OF SHELDON, 3.6 MILES
 CK5856'SOUTHEAST OF POCOTALIGO. OWNERSHIP--SCDHPT, DIRECTOR OF
 CK5856'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK5856'803-737-1350.
 CK5856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 21 AT
 CK5856'GARDENS CORNER, GO WEST ON HIGHWAYS 17 AND 21 FOR 2.15 MILES TO THE
 CK5856'RAILROAD OVERPASS IN SHELDON, CONTINUE ON HIGHWAYS 17 AND 21 FOR 0.8
 CK5856'MILE TO THE STATION ON THE LEFT IN THE WEST ANGLE OF A WOODS ROAD
 CK5856'LEADING SOUTHWEST.
 CK5856'STATION IS A CONCRETE POST PROJECTING 6-INCHES AND LEVEL WITH THE
 CK5856'HIGHWAY, 62.0 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 20.0 FEET
 CK5856'NORTHWEST OF THE CENTER OF THE WOODS ROAD, 2.3 FEET NORTHEAST OF A
 CK5856'WITNESS POST.
 CK5856'DESCRIBED BY T. HALL.
 CK5856
 CK5856                          STATION RECOVERY (1996)
 CK5856
 CK5856'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2187 ***********************************************************************
 CK2187  DESIGNATION -  7 106
 CK2187  PID         -  CK2187
 CK2187  STATE/COUNTY-  SC/BEAUFORT
 CK2187  USGS QUAD   -  SHELDON (1988)
 CK2187
 CK2187                         *CURRENT SURVEY CONTROL
 CK2187  ___________________________________________________________________
 CK2187* NAD 83(1986)-  32 35 31.     (N)    080 47 45.     (W)     SCALED    
 CK2187* NAVD 88     -         8.294  (meters)      27.21   (feet)  ADJUSTED  
 CK2187  ___________________________________________________________________
 CK2187  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2187  DYNAMIC HT  -           8.284 (meters)      27.18  (feet)  COMP
 CK2187  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 CK2187
 CK2187  VERT ORDER  -  FIRST     CLASS II
 CK2187
 CK2187.The horizontal coordinates were scaled from a topographic map and have
 CK2187.an estimated accuracy of +/- 6 seconds.
 CK2187
 CK2187.The orthometric height was determined by differential leveling
 CK2187.and adjusted by the National Geodetic Survey in June 1991..
 CK2187
 CK2187.The geoid height was determined by GEOID03.
 CK2187
 CK2187.The dynamic height is computed by dividing the NAVD 88
 CK2187.geopotential number by the normal gravity value computed on the
 CK2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2187.degrees latitude (g = 980.6199 gals.).
 CK2187
 CK2187.The modeled gravity was interpolated from observed gravity values.
 CK2187
 CK2187;                    North         East    Units  Estimated Accuracy
 CK2187;SPC SC       -    84,150.      628,770.      MT  (+/- 180 meters Scaled)
 CK2187
 CK2187                          SUPERSEDED SURVEY CONTROL
 CK2187
 CK2187  NGVD 29 (03/21/89)    8.574  (m)           28.13   (f) ADJUSTED    1 2
 CK2187
 CK2187.Superseded values are not recommended for survey control.
 CK2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2187.See file dsdata.txt to determine how the superseded data were derived.
 CK2187
 CK2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS191060(NAD 83)
 CK2187_MARKER: DB = BENCH MARK DISK
 CK2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2187_SP_SET: CONCRETE POST
 CK2187_STAMPING: VERT 7 106 1982
 CK2187_MARK LOGO: SCGS  
 CK2187_PROJECTION: FLUSH
 CK2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2187
 CK2187  HISTORY     - Date     Condition        Report By
 CK2187  HISTORY     - 1982     MONUMENTED       SCGS
 CK2187  HISTORY     - 19980616 GOOD             USPSQD
 CK2187
 CK2187                          STATION DESCRIPTION
 CK2187
 CK2187'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2187'1.0 KM (0.6 MI) SSE FROM SHELDON.
 CK2187'0.2 KILOMETERS (0.15 MILES) SOUTH ALONG COUNTY ROAD S-7-292
 CK2187'FROM THE POST OFFICE IN SHELDON, THENCE 0.8 KILOMETERS (0.5 MILES)
 CK2187'SOUTH ALONG COUNTY ROAD S-7-59, SET ON THE INSIDE OF A CURVE AT
 CK2187'A SIGN FOR THE BLANKENSHIP CONSTRUCTION COMPANY, 11.7 METERS
 CK2187'(38.5 FEET) EAST NORTHEAST OF THE APPROXIMATE CENTER OF
 CK2187'THE ROAD, 11.6 METERS (38.0 FEET) NORTH NORTHWEST OF THE
 CK2187'EXTENDED CENTER OF A DIRT ROAD LEADING SOUTHWEST, 1.0 METERS
 CK2187'(3.3 FEET) NORTH NORTHWEST OF THE 4 BY 4 POST SUPPORTING THE SIGN,
 CK2187'11.6 METERS (38.0 FEET) NORTH NORTHWEST OF THE APPROXIMATE CENTER
 CK2187'OF THE DRIVEWAY TO THE CONSTRUCTION COMPANY.
 CK2187'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CK2187
 CK2187                          STATION RECOVERY (1998)
 CK2187
 CK2187'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2184 ***********************************************************************
 CK2184  DESIGNATION -  7 107
 CK2184  PID         -  CK2184
 CK2184  STATE/COUNTY-  SC/BEAUFORT
 CK2184  USGS QUAD   -  SHELDON (1988)
 CK2184
 CK2184                         *CURRENT SURVEY CONTROL
 CK2184  ___________________________________________________________________
 CK2184* NAD 83(1986)-  32 37 05.     (N)    080 49 11.     (W)     SCALED    
 CK2184* NAVD 88     -         5.159  (meters)      16.93   (feet)  ADJUSTED  
 CK2184  ___________________________________________________________________
 CK2184  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2184  DYNAMIC HT  -           5.153 (meters)      16.91  (feet)  COMP
 CK2184  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 CK2184
 CK2184  VERT ORDER  -  FIRST     CLASS II
 CK2184
 CK2184.The horizontal coordinates were scaled from a topographic map and have
 CK2184.an estimated accuracy of +/- 6 seconds.
 CK2184
 CK2184.The orthometric height was determined by differential leveling
 CK2184.and adjusted by the National Geodetic Survey in June 1991..
 CK2184
 CK2184.The geoid height was determined by GEOID03.
 CK2184
 CK2184.The dynamic height is computed by dividing the NAVD 88
 CK2184.geopotential number by the normal gravity value computed on the
 CK2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2184.degrees latitude (g = 980.6199 gals.).
 CK2184
 CK2184.The modeled gravity was interpolated from observed gravity values.
 CK2184
 CK2184;                    North         East    Units  Estimated Accuracy
 CK2184;SPC SC       -    87,040.      626,520.      MT  (+/- 180 meters Scaled)
 CK2184
 CK2184                          SUPERSEDED SURVEY CONTROL
 CK2184
 CK2184  NGVD 29 (03/21/89)    5.440  (m)           17.85   (f) ADJUSTED    1 2
 CK2184
 CK2184.Superseded values are not recommended for survey control.
 CK2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2184.See file dsdata.txt to determine how the superseded data were derived.
 CK2184
 CK2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS169089(NAD 83)
 CK2184_MARKER: DB = BENCH MARK DISK
 CK2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2184_SP_SET: CONCRETE POST
 CK2184_STAMPING: VERT 7 107 1982
 CK2184_MARK LOGO: SCGS  
 CK2184_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2184
 CK2184  HISTORY     - Date     Condition        Report By
 CK2184  HISTORY     - 1982     MONUMENTED       SCGS
 CK2184  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 CK2184
 CK2184                          STATION DESCRIPTION
 CK2184
 CK2184'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2184'2.9 KM (1.8 MI) NW FROM SHELDON.
 CK2184'2.9 KILOMETERS (1.8 MILES) NORTH ALONG U.S. HIGHWAYS 17 AND 21 FROM
 CK2184'THE RAILROAD OVERPASS IN SHELDON, SET 25.0 METERS (82.0 FEET) WEST
 CK2184'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16.8 METERS (55.0 FEET)
 CK2184'NORTH NORTHWEST OF THE CENTER OF A WOODS FIRE BREAK LEADING SOUTHWEST,
 CK2184'41.1 METERS (135.0 FEET) WEST AND ACROSS THE ROAD FROM THE CENTER
 CK2184'OF A FIELD ROAD CHAIN LINK GATE, 11.9 METERS (39.0 FEET) WEST
 CK2184'SOUTHWEST OF A 50 INCH(OAK TREE, 9.3 METERS (30.7 FEET) EAST
 CK2184'NORTHEAST OF A 50 INCH TWIN TRUNK OAK TREE.
 CK2184'THE MARK IS 0.50 METERS  ENE FROM A WITNESS POST.
 CK2184'THE MARK IS 0.50 M ABOVE HIGHWAY 17.
 CK2184
 CK2184                          STATION RECOVERY (1996)
 CK2184
 CK2184'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2183 ***********************************************************************
 CK2183  DESIGNATION -  7 108
 CK2183  PID         -  CK2183
 CK2183  STATE/COUNTY-  SC/BEAUFORT
 CK2183  USGS QUAD   -  SHELDON (1988)
 CK2183
 CK2183                         *CURRENT SURVEY CONTROL
 CK2183  ___________________________________________________________________
 CK2183* NAD 83(1986)-  32 37 30.     (N)    080 49 35.     (W)     SCALED    
 CK2183* NAVD 88     -         1.291  (meters)       4.24   (feet)  ADJUSTED  
 CK2183  ___________________________________________________________________
 CK2183  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2183  DYNAMIC HT  -           1.290 (meters)       4.23  (feet)  COMP
 CK2183  MODELED GRAV-     979,521.6   (mgal)                       NAVD 88
 CK2183
 CK2183  VERT ORDER  -  FIRST     CLASS II
 CK2183
 CK2183.The horizontal coordinates were scaled from a topographic map and have
 CK2183.an estimated accuracy of +/- 6 seconds.
 CK2183
 CK2183.The orthometric height was determined by differential leveling
 CK2183.and adjusted by the National Geodetic Survey in June 1991..
 CK2183
 CK2183.The geoid height was determined by GEOID03.
 CK2183
 CK2183.The dynamic height is computed by dividing the NAVD 88
 CK2183.geopotential number by the normal gravity value computed on the
 CK2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2183.degrees latitude (g = 980.6199 gals.).
 CK2183
 CK2183.The modeled gravity was interpolated from observed gravity values.
 CK2183
 CK2183;                    North         East    Units  Estimated Accuracy
 CK2183;SPC SC       -    87,810.      625,890.      MT  (+/- 180 meters Scaled)
 CK2183
 CK2183                          SUPERSEDED SURVEY CONTROL
 CK2183
 CK2183  NGVD 29 (03/21/89)    1.572  (m)            5.16   (f) ADJUSTED    1 2
 CK2183
 CK2183.Superseded values are not recommended for survey control.
 CK2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2183.See file dsdata.txt to determine how the superseded data were derived.
 CK2183
 CK2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS162097(NAD 83)
 CK2183_MARKER: DB = BENCH MARK DISK
 CK2183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2183_SP_SET: CULVERT HEADWALL
 CK2183_STAMPING: VERT 7 108 1982
 CK2183_MARK LOGO: SCGS  
 CK2183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2183
 CK2183  HISTORY     - Date     Condition        Report By
 CK2183  HISTORY     - 1982     MONUMENTED       SCGS
 CK2183  HISTORY     - 19960608 GOOD             USPSQD
 CK2183
 CK2183                          STATION DESCRIPTION
 CK2183
 CK2183'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2183'3.9 KM (2.4 MI) NW FROM SHELDON.
 CK2183'3.9 KILOMETERS (2.4 MILES) NORTHWEST ALONG U.S. HIGHWAYS 17 AND 21
 CK2183'TO A REVERSE FORK LEFT, JUST AFTER CROSSING A MARSH, THENCE 0.1
 CK2183'KILOMETER (0.05 MILE) SOUTHEAST ALONG THE DIRT ROAD, SET IN THE
 CK2183'NORTH END OF THE EAST HEADWALL OF A 6 FOOT CONCRETE BOX CULVERT
 CK2183'WITH A WOODEN FLOOD GATE.
 CK2183'THE MARK IS 1.00 M BELOW DIRT ROAD.
 CK2183
 CK2183                          STATION RECOVERY (1996)
 CK2183
 CK2183'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2156 ***********************************************************************
 CK2156  DESIGNATION -  7 110
 CK2156  PID         -  CK2156
 CK2156  STATE/COUNTY-  SC/BEAUFORT
 CK2156  USGS QUAD   -  LAUREL BAY (1962)
 CK2156
 CK2156                         *CURRENT SURVEY CONTROL
 CK2156  ___________________________________________________________________
 CK2156* NAD 83(1986)-  32 22 52.     (N)    080 47 22.     (W)     SCALED    
 CK2156* NAVD 88     -         4.515  (meters)      14.81   (feet)  ADJUSTED  
 CK2156  ___________________________________________________________________
 CK2156  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK2156  DYNAMIC HT  -           4.510 (meters)      14.80  (feet)  COMP
 CK2156  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 CK2156
 CK2156  VERT ORDER  -  FIRST     CLASS II
 CK2156
 CK2156.The horizontal coordinates were scaled from a topographic map and have
 CK2156.an estimated accuracy of +/- 6 seconds.
 CK2156
 CK2156.The orthometric height was determined by differential leveling
 CK2156.and adjusted by the National Geodetic Survey in June 1991..
 CK2156
 CK2156.The geoid height was determined by GEOID03.
 CK2156
 CK2156.The dynamic height is computed by dividing the NAVD 88
 CK2156.geopotential number by the normal gravity value computed on the
 CK2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2156.degrees latitude (g = 980.6199 gals.).
 CK2156
 CK2156.The modeled gravity was interpolated from observed gravity values.
 CK2156
 CK2156;                    North         East    Units  Estimated Accuracy
 CK2156;SPC SC       -    60,770.      629,410.      MT  (+/- 180 meters Scaled)
 CK2156
 CK2156                          SUPERSEDED SURVEY CONTROL
 CK2156
 CK2156  NGVD 29 (03/21/89)    4.799  (m)           15.74   (f) ADJUSTED    1 2
 CK2156
 CK2156.Superseded values are not recommended for survey control.
 CK2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2156.See file dsdata.txt to determine how the superseded data were derived.
 CK2156
 CK2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR198827(NAD 83)
 CK2156_MARKER: DB = BENCH MARK DISK
 CK2156_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK2156_SP_SET: BRIDGE RAILING
 CK2156_STAMPING: VERT 7 110 1982
 CK2156_MARK LOGO: SCGS  
 CK2156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2156
 CK2156  HISTORY     - Date     Condition        Report By
 CK2156  HISTORY     - 1982     MONUMENTED       SCGS
 CK2156  HISTORY     - 1987     MARK NOT FOUND   SCGS
 CK2156  HISTORY     - 19980617 MARK NOT FOUND   USPSQD
 CK2156
 CK2156                          STATION DESCRIPTION
 CK2156
 CK2156'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2156'9.6 KM (6.0 MI) SW FROM BURTON.
 CK2156'0.6 KILOMETERS (0.4 MILES) NORTHEAST ALONG STATE HIGHWAY 170,
 CK2156'FROM THE SOUTHWEST END OF THE EDWARD BURTON RODGERS BRIDGE
 CK2156'CROSSING THE BROAD RIVER, JUST SOUTHWEST OF BURTON, SET IN THE
 CK2156'SOUTHEAST RAILING.
 CK2156'THE MARK IS 0.3 M ABOVE HIGHWAY 170.
 CK2156
 CK2156                          STATION RECOVERY (1987)
 CK2156
 CK2156'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 CK2156'NOT RECOVERED, THE BRIDGE BEARINGS WERE BEING REPLACED, ALTERING THE
 CK2156'ELEVATION, A GUARDRAIL POST IS BELIEVED TO HAVE BEEN BOLTED TO THE
 CK2156'BRIDGE CURB, DIRECTLY OVER THE MARK, MAKING IT INACCESSABLE.
 CK2156
 CK2156                          STATION RECOVERY (1998)
 CK2156
 CK2156'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2158 ***********************************************************************
 CK2158  DESIGNATION -  7 112
 CK2158  PID         -  CK2158
 CK2158  STATE/COUNTY-  SC/BEAUFORT
 CK2158  USGS QUAD   -  LAUREL BAY (1962)
 CK2158
 CK2158                         *CURRENT SURVEY CONTROL
 CK2158  ___________________________________________________________________
 CK2158* NAD 83(1986)-  32 23 14.     (N)    080 46 42.     (W)     SCALED    
 CK2158* NAVD 88     -         4.541  (meters)      14.90   (feet)  ADJUSTED  
 CK2158  ___________________________________________________________________
 CK2158  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK2158  DYNAMIC HT  -           4.536 (meters)      14.88  (feet)  COMP
 CK2158  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 CK2158
 CK2158  VERT ORDER  -  FIRST     CLASS II
 CK2158
 CK2158.The horizontal coordinates were scaled from a topographic map and have
 CK2158.an estimated accuracy of +/- 6 seconds.
 CK2158
 CK2158.The orthometric height was determined by differential leveling
 CK2158.and adjusted by the National Geodetic Survey in June 1991..
 CK2158
 CK2158.The geoid height was determined by GEOID03.
 CK2158
 CK2158.The dynamic height is computed by dividing the NAVD 88
 CK2158.geopotential number by the normal gravity value computed on the
 CK2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2158.degrees latitude (g = 980.6199 gals.).
 CK2158
 CK2158.The modeled gravity was interpolated from observed gravity values.
 CK2158
 CK2158;                    North         East    Units  Estimated Accuracy
 CK2158;SPC SC       -    61,450.      630,460.      MT  (+/- 180 meters Scaled)
 CK2158
 CK2158                          SUPERSEDED SURVEY CONTROL
 CK2158
 CK2158  NGVD 29 (03/21/89)    4.825  (m)           15.83   (f) ADJUSTED    1 2
 CK2158
 CK2158.Superseded values are not recommended for survey control.
 CK2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2158.See file dsdata.txt to determine how the superseded data were derived.
 CK2158
 CK2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR208833(NAD 83)
 CK2158_MARKER: DB = BENCH MARK DISK
 CK2158_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK2158_SP_SET: BRIDGE RAILING
 CK2158_STAMPING: VERT 7 112 1982
 CK2158_MARK LOGO: SCGS  
 CK2158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2158
 CK2158  HISTORY     - Date     Condition        Report By
 CK2158  HISTORY     - 1982     MONUMENTED       SCGS
 CK2158  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2158  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK2158
 CK2158                          STATION DESCRIPTION
 CK2158
 CK2158'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2158'8.4 KM (5.2 MI) SW FROM BURTON.
 CK2158'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 170,
 CK2158'FROM THE SOUTHWEST END OF THE EDWARD BURTON RODGERS BRIDGE
 CK2158'CROSSING THE BROAD RIVER, SET IN THE SOUTHEAST RAILING.
 CK2158'THE MARK IS 0.3 M ABOVE HIGHWAY 170.
 CK2158
 CK2158                          STATION RECOVERY (1990)
 CK2158
 CK2158'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2158'MARK NOT FOUND.
 CK2158
 CK2158                          STATION RECOVERY (1998)
 CK2158
 CK2158'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2263 ***********************************************************************
 CK2263  DESIGNATION -  7 113
 CK2263  PID         -  CK2263
 CK2263  STATE/COUNTY-  SC/BEAUFORT
 CK2263  USGS QUAD   -  DALE (1988)
 CK2263
 CK2263                         *CURRENT SURVEY CONTROL
 CK2263  ___________________________________________________________________
 CK2263* NAD 83(1986)-  32 32 43.     (N)    080 41 12.     (W)     SCALED    
 CK2263* NAVD 88     -         2.937  (meters)       9.64   (feet)  ADJUSTED  
 CK2263  ___________________________________________________________________
 CK2263  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2263  DYNAMIC HT  -           2.934 (meters)       9.63  (feet)  COMP
 CK2263  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 CK2263
 CK2263  VERT ORDER  -  FIRST     CLASS II
 CK2263
 CK2263.The horizontal coordinates were scaled from a topographic map and have
 CK2263.an estimated accuracy of +/- 6 seconds.
 CK2263
 CK2263.The orthometric height was determined by differential leveling
 CK2263.and adjusted by the National Geodetic Survey in June 1991..
 CK2263
 CK2263.The geoid height was determined by GEOID03.
 CK2263
 CK2263.The dynamic height is computed by dividing the NAVD 88
 CK2263.geopotential number by the normal gravity value computed on the
 CK2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2263.degrees latitude (g = 980.6199 gals.).
 CK2263
 CK2263.The modeled gravity was interpolated from observed gravity values.
 CK2263
 CK2263;                    North         East    Units  Estimated Accuracy
 CK2263;SPC SC       -    79,000.      639,030.      MT  (+/- 180 meters Scaled)
 CK2263
 CK2263                          SUPERSEDED SURVEY CONTROL
 CK2263
 CK2263  NGVD 29 (03/21/89)    3.216  (m)           10.55   (f) ADJUSTED    1 2
 CK2263
 CK2263.Superseded values are not recommended for survey control.
 CK2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2263.See file dsdata.txt to determine how the superseded data were derived.
 CK2263
 CK2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS294009(NAD 83)
 CK2263_MARKER: DB = BENCH MARK DISK
 CK2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2263_SP_SET: CONCRETE POST
 CK2263_STAMPING: VERT 7 113 1982
 CK2263_MARK LOGO: SCGS  
 CK2263_PROJECTION: PROJECTING 25 CENTIMETERS
 CK2263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2263
 CK2263  HISTORY     - Date     Condition        Report By
 CK2263  HISTORY     - 1982     MONUMENTED       SCGS
 CK2263  HISTORY     - 19960612 MARK NOT FOUND   USPSQD
 CK2263
 CK2263                          STATION DESCRIPTION
 CK2263
 CK2263'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2263'1.5 KM (0.95 MI) SE FROM DALE.
 CK2263'0.2 KILOMETER (0.15 MILE) EAST ALONG COUNTY ROAD S 7 38 FROM THE
 CK2263'POST OFFICE IN DALE, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTHEAST
 CK2263'ALONG COUNTY ROAD S 7 237, SET NEAR A METAL GATE ON THE EAST SIDE
 CK2263'OF THE ROAD, 9.3 METERS (30.5 FEET) EAST NORTHEAST OF THE CENTER
 CK2263'LINE OF COUNTY ROAD S 7 237, 7.9 METERS (26.0 FEET) NORTH OF A
 CK2263'24 INCH PINE TREE, 3.2 METERS (10.5 FEET) NORTH NORTHWEST OF THE
 CK2263'APPROXIMATE CENTER OF A GRASSY ROAD LEADING INTO A PASTURE,
 CK2263'0.7 METER (2.4 FEET) WEST SOUTHWEST OF A BARBED WIRE FENCE.
 CK2263'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 CK2263'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2263
 CK2263                          STATION RECOVERY (1996)
 CK2263
 CK2263'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2257 ***********************************************************************
 CK2257  DESIGNATION -  7 114
 CK2257  PID         -  CK2257
 CK2257  STATE/COUNTY-  SC/BEAUFORT
 CK2257  USGS QUAD   -  DALE (1988)
 CK2257
 CK2257                         *CURRENT SURVEY CONTROL
 CK2257  ___________________________________________________________________
 CK2257* NAD 83(1986)-  32 34 22.     (N)    080 41 05.     (W)     SCALED    
 CK2257* NAVD 88     -         2.680  (meters)       8.79   (feet)  ADJUSTED  
 CK2257  ___________________________________________________________________
 CK2257  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2257  DYNAMIC HT  -           2.677 (meters)       8.78  (feet)  COMP
 CK2257  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 CK2257
 CK2257  VERT ORDER  -  FIRST     CLASS II
 CK2257
 CK2257.The horizontal coordinates were scaled from a topographic map and have
 CK2257.an estimated accuracy of +/- 6 seconds.
 CK2257
 CK2257.The orthometric height was determined by differential leveling
 CK2257.and adjusted by the National Geodetic Survey in June 1991..
 CK2257
 CK2257.The geoid height was determined by GEOID03.
 CK2257
 CK2257.The dynamic height is computed by dividing the NAVD 88
 CK2257.geopotential number by the normal gravity value computed on the
 CK2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2257.degrees latitude (g = 980.6199 gals.).
 CK2257
 CK2257.The modeled gravity was interpolated from observed gravity values.
 CK2257
 CK2257;                    North         East    Units  Estimated Accuracy
 CK2257;SPC SC       -    82,050.      639,200.      MT  (+/- 180 meters Scaled)
 CK2257
 CK2257                          SUPERSEDED SURVEY CONTROL
 CK2257
 CK2257  NGVD 29 (03/21/89)    2.960  (m)            9.71   (f) ADJUSTED    1 2
 CK2257
 CK2257.Superseded values are not recommended for survey control.
 CK2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2257.See file dsdata.txt to determine how the superseded data were derived.
 CK2257
 CK2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS295039(NAD 83)
 CK2257_MARKER: DB = BENCH MARK DISK
 CK2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2257_SP_SET: CONCRETE POST
 CK2257_STAMPING: VERT 7 114 1982
 CK2257_MARK LOGO: SCGS  
 CK2257_PROJECTION: FLUSH
 CK2257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2257+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 CK2257
 CK2257  HISTORY     - Date     Condition        Report By
 CK2257  HISTORY     - 1982     MONUMENTED       SCGS
 CK2257  HISTORY     - 20020619 GOOD             USPSQD
 CK2257
 CK2257                          STATION DESCRIPTION
 CK2257
 CK2257'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2257'2.5 KM (1.55 MI) NORTH FROM DALE.
 CK2257'1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD (S 7 43) FROM
 CK2257'THE POST OFFICE IN DALE, THENCE 0.9 KILOMETER (0.55 MILE) EAST
 CK2257'ALONG A SAND ROAD LEADING TO THE BEAUFORT COUNTY BOAT RAMP, SET
 CK2257'ON THE NORTH SIDE OF THE ROAD, IN THE TIMBER NEAR A 36 INCH PINE
 CK2257'TREE, 13.1 METERS (43.0 FEET) NORTH NORTHWEST OF THE APPROXIMATE
 CK2257'CENTER OF THE SAND ROAD, 9.5 METERS (31.4 FEET) SOUTHWEST OF A
 CK2257'24 INCH OAK TREE, 7.0 METERS (23.0 FEET) SOUTH SOUTHWEST OF A
 CK2257'36 INCH PINE TREE.
 CK2257'THE MARK IS 0.50 METERS  ENE FROM A WITNESS POST.
 CK2257'THE MARK IS 0.30 M BELOW SAND ROAD.
 CK2257
 CK2257                          STATION RECOVERY (2002)
 CK2257
 CK2257'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2254 ***********************************************************************
 CK2254  DESIGNATION -  7 115
 CK2254  PID         -  CK2254
 CK2254  STATE/COUNTY-  SC/BEAUFORT
 CK2254  USGS QUAD   -  WHITE HALL (1988)
 CK2254
 CK2254                         *CURRENT SURVEY CONTROL
 CK2254  ___________________________________________________________________
 CK2254* NAD 83(1986)-  32 37 56.     (N)    080 43 12.     (W)     SCALED    
 CK2254* NAVD 88     -         3.575  (meters)      11.73   (feet)  ADJUSTED  
 CK2254  ___________________________________________________________________
 CK2254  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2254  DYNAMIC HT  -           3.571 (meters)      11.72  (feet)  COMP
 CK2254  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 CK2254
 CK2254  VERT ORDER  -  FIRST     CLASS II
 CK2254
 CK2254.The horizontal coordinates were scaled from a topographic map and have
 CK2254.an estimated accuracy of +/- 6 seconds.
 CK2254
 CK2254.The orthometric height was determined by differential leveling
 CK2254.and adjusted by the National Geodetic Survey in June 1991..
 CK2254
 CK2254.The geoid height was determined by GEOID03.
 CK2254
 CK2254.The dynamic height is computed by dividing the NAVD 88
 CK2254.geopotential number by the normal gravity value computed on the
 CK2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2254.degrees latitude (g = 980.6199 gals.).
 CK2254
 CK2254.The modeled gravity was interpolated from observed gravity values.
 CK2254
 CK2254;                    North         East    Units  Estimated Accuracy
 CK2254;SPC SC       -    88,640.      635,870.      MT  (+/- 180 meters Scaled)
 CK2254
 CK2254                          SUPERSEDED SURVEY CONTROL
 CK2254
 CK2254  NGVD 29 (03/21/89)    3.855  (m)           12.65   (f) ADJUSTED    1 2
 CK2254
 CK2254.Superseded values are not recommended for survey control.
 CK2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2254.See file dsdata.txt to determine how the superseded data were derived.
 CK2254
 CK2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS262105(NAD 83)
 CK2254_MARKER: DB = BENCH MARK DISK
 CK2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2254_SP_SET: CONCRETE POST
 CK2254_STAMPING: VERT 7 115 1982
 CK2254_MARK LOGO: SCGS  
 CK2254_PROJECTION: PROJECTING 25 CENTIMETERS
 CK2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2254
 CK2254  HISTORY     - Date     Condition        Report By
 CK2254  HISTORY     - 1982     MONUMENTED       SCGS
 CK2254  HISTORY     - 19980616 GOOD             USPSQD
 CK2254
 CK2254                          STATION DESCRIPTION
 CK2254
 CK2254'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2254'5.0 KM (3.15 MI) NE FROM GARDEN CORNERS.
 CK2254'5.0 KILOMETERS (3.15 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 FROM
 CK2254'THE CENTER OF GARDEN CORNERS, SET IN THE EAST ANGLE OF THE
 CK2254'INTERSECTION OF COUNTY ROAD S 7 43, LEADING TO DALE, 21.9 METERS
 CK2254'(72.0 FEET) SOUTH SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 CK2254'17, 14.7 METERS (48.3 FEET) NORTHEAST OF THE CENTER LINE OF COUNTY
 CK2254'ROAD S 7 43, 6.6 METERS (21.5 FEET) WEST NORTHWEST OF A 12 INCH
 CK2254'PINE TREE, 6.1 METERS (20.0 FEET) NORTH NORTHWEST OF A 24 INCH
 CK2254'OAK TREE.
 CK2254'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 CK2254'THE MARK IS 0.50 M BELOW U.S. HIGHWAY.
 CK2254
 CK2254                          STATION RECOVERY (1998)
 CK2254
 CK2254'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2253 ***********************************************************************
 CK2253  DESIGNATION -  7 116
 CK2253  PID         -  CK2253
 CK2253  STATE/COUNTY-  SC/BEAUFORT
 CK2253  USGS QUAD   -  DALE (1988)
 CK2253
 CK2253                         *CURRENT SURVEY CONTROL
 CK2253  ___________________________________________________________________
 CK2253* NAD 83(1986)-  32 37 30.     (N)    080 43 44.     (W)     SCALED    
 CK2253* NAVD 88     -         4.333  (meters)      14.22   (feet)  ADJUSTED  
 CK2253  ___________________________________________________________________
 CK2253  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2253  DYNAMIC HT  -           4.328 (meters)      14.20  (feet)  COMP
 CK2253  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CK2253
 CK2253  VERT ORDER  -  FIRST     CLASS II
 CK2253
 CK2253.The horizontal coordinates were scaled from a topographic map and have
 CK2253.an estimated accuracy of +/- 6 seconds.
 CK2253
 CK2253.The orthometric height was determined by differential leveling
 CK2253.and adjusted by the National Geodetic Survey in June 1991..
 CK2253
 CK2253.The geoid height was determined by GEOID03.
 CK2253
 CK2253.The dynamic height is computed by dividing the NAVD 88
 CK2253.geopotential number by the normal gravity value computed on the
 CK2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2253.degrees latitude (g = 980.6199 gals.).
 CK2253
 CK2253.The modeled gravity was interpolated from observed gravity values.
 CK2253
 CK2253;                    North         East    Units  Estimated Accuracy
 CK2253;SPC SC       -    87,830.      635,040.      MT  (+/- 180 meters Scaled)
 CK2253
 CK2253                          SUPERSEDED SURVEY CONTROL
 CK2253
 CK2253  NGVD 29 (03/21/89)    4.613  (m)           15.13   (f) ADJUSTED    1 2
 CK2253
 CK2253.Superseded values are not recommended for survey control.
 CK2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2253.See file dsdata.txt to determine how the superseded data were derived.
 CK2253
 CK2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS254097(NAD 83)
 CK2253_MARKER: DB = BENCH MARK DISK
 CK2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2253_SP_SET: CONCRETE POST
 CK2253_STAMPING: VERT 7 116 1982
 CK2253_MARK LOGO: SCGS  
 CK2253_PROJECTION: FLUSH
 CK2253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2253
 CK2253  HISTORY     - Date     Condition        Report By
 CK2253  HISTORY     - 1982     MONUMENTED       SCGS
 CK2253  HISTORY     - 19980616 MARK NOT FOUND   USPSQD
 CK2253
 CK2253                          STATION DESCRIPTION
 CK2253
 CK2253'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2253'3.9 KM (2.45 MI) NE FROM GARDENS CORNER.
 CK2253'3.9 KILOMETERS (2.45 MILES) NORTHEAST ALONG U.S. HIGHWAY 17,
 CK2253'FROM THE CENTER OF GARDENS CORNER, SET IN THE FRONT YARD OF A SMALL
 CK2253'BLOCK HOUSE, NEAR A 24 INCH OAK TREE, 17.9 METERS (58.9 FEET) SOUTH
 CK2253'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 17, 15.3 METERS
 CK2253'(50.4 FEET) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE SMALL
 CK2253'BLOCK HOUSE, 9.8 METERS (32.0 FEET) EAST NORTHEAST OF THE
 CK2253'APPROXIMATE CENTER OF A SAND ROAD LEADING TO THE HOUSE,
 CK2253'7.7 METERS (25.7 FEET) EAST SOUTHEAST OF A DOUBLE 12 INCH OAK TREE,
 CK2253'2.7 METERS (9.0 FEET) SOUTHEAST OF A 24 INCH OAK TREE.
 CK2253'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 17.
 CK2253
 CK2253                          STATION RECOVERY (1998)
 CK2253
 CK2253'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2252 ***********************************************************************
 CK2252  DESIGNATION -  7 117
 CK2252  PID         -  CK2252
 CK2252  STATE/COUNTY-  SC/BEAUFORT
 CK2252  USGS QUAD   -  DALE (1988)
 CK2252
 CK2252                         *CURRENT SURVEY CONTROL
 CK2252  ___________________________________________________________________
 CK2252* NAD 83(1986)-  32 37 12.     (N)    080 44 09.     (W)     SCALED    
 CK2252* NAVD 88     -         4.945  (meters)      16.22   (feet)  ADJUSTED  
 CK2252  ___________________________________________________________________
 CK2252  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2252  DYNAMIC HT  -           4.939 (meters)      16.20  (feet)  COMP
 CK2252  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 CK2252
 CK2252  VERT ORDER  -  FIRST     CLASS II
 CK2252
 CK2252.The horizontal coordinates were scaled from a topographic map and have
 CK2252.an estimated accuracy of +/- 6 seconds.
 CK2252
 CK2252.The orthometric height was determined by differential leveling
 CK2252.and adjusted by the National Geodetic Survey in June 1991..
 CK2252
 CK2252.The geoid height was determined by GEOID03.
 CK2252
 CK2252.The dynamic height is computed by dividing the NAVD 88
 CK2252.geopotential number by the normal gravity value computed on the
 CK2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2252.degrees latitude (g = 980.6199 gals.).
 CK2252
 CK2252.The modeled gravity was interpolated from observed gravity values.
 CK2252
 CK2252;                    North         East    Units  Estimated Accuracy
 CK2252;SPC SC       -    87,280.      634,390.      MT  (+/- 180 meters Scaled)
 CK2252
 CK2252                          SUPERSEDED SURVEY CONTROL
 CK2252
 CK2252  NGVD 29 (03/21/89)    5.225  (m)           17.14   (f) ADJUSTED    1 2
 CK2252
 CK2252.Superseded values are not recommended for survey control.
 CK2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2252.See file dsdata.txt to determine how the superseded data were derived.
 CK2252
 CK2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS247091(NAD 83)
 CK2252_MARKER: DD = SURVEY DISK
 CK2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2252_SP_SET: CONCRETE POST
 CK2252_STAMPING: VERT 7 117 1982
 CK2252_MARK LOGO: SCGS  
 CK2252_PROJECTION: FLUSH
 CK2252_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2252+STABILITY: SURFACE MOTION
 CK2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2252+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 CK2252
 CK2252  HISTORY     - Date     Condition        Report By
 CK2252  HISTORY     - 1982     MONUMENTED       SCGS
 CK2252  HISTORY     - 19950920 GOOD             SCGS
 CK2252
 CK2252                          STATION DESCRIPTION
 CK2252
 CK2252'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2252'2.95 KM (1.85 MI) NE FROM GARDENS CORNER.
 CK2252'2.95  KILOMETERS (1.85 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 FROM
 CK2252'THE CENTER OF GARDENS CORNER, SET AT THE BACK OF A GAS STATION AND
 CK2252'GENERAL STORE, NEAR A 42 INCH HICKORY TREE, 43.6 METERS
 CK2252'(143.0 FEET) EAST OF A POWER LINE POLE WITH POWER LINES
 CK2252'CROSSING THE ROAD, 37.5 METERS (123.0 FEET) SOUTH SOUTHEAST
 CK2252'OF THE CENTER LINE OF U.S. HIGHWAY 17, 10.4 METERS (34.0 FEET)
 CK2252'SOUTHEAST OF THE SOUTHWEST CORNER OF THE GAS STATION, 2.1 METERS
 CK2252'(7.0 FEET) NORTHWEST OF A 42 INCH HICKORY TREE.
 CK2252'THE MARK IS 8.8 METERS  ESE FROM A WITNESS POST.
 CK2252'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CK2252
 CK2252                          STATION RECOVERY (1995)
 CK2252
 CK2252'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2252'STATION IS LOCATED 3.5 MILES (5.6 KM) EAST NORTHEAST OF SHELDON, 7.6
 CK2252'MILES (12.2 KM) SOUTHEAST OF YEMASSEE.  OWNERSHIP--ANN AND ERNEST
 CK2252'RIVERS, 326 CHARLESTON HIGHWAY, YEMASSEE, SC 29845, PHONE
 CK2252'803-846-2811.  TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE
 CK2252'TRIANGLE JUNCTION OF U.S.  HIGHWAY 17 AND 21, 12.9 MILES (20.8 KM)
 CK2252'NORTH NORTHWEST OF BEAUFORT, GO NORTHEAST ON HIGHWAY 17 FOR 1.35 MILES
 CK2252'(2.17 KM) TO THE JUNCTION OF STATE ROAD 481 (BULL CORNER ROAD) ,
 CK2252'CONTINUE ON HIGHWAY 17 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE
 CK2252'RIGHT BEHIND A CONVENIENCE STORE (RIVERS GROCERY) .  STATION IS A
 CK2252'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY,
 CK2252'123.2 FEET (37.6 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 7.0 FEET
 CK2252'(2.1 M) WEST NORTHWEST OF A 2.5-FOOT LIVE OAK TREE WITH A SCGS
 CK2252'REFERENCE WASHER ATTACHED, 28.4 FEET (8.7 M) EAST SOUTHEAST OF A POWER
 CK2252'POLE NUMBER 187231, 33.5 FEET (10.2 M) EAST SOUTHEAST OF THE SOUTH
 CK2252'CORNER OF THE STORE, 92.5 FEET (28.2 M) SOUTH OF THE EAST CORNER OF A
 CK2252'CONCRETE BLOCK WELL HOUSE, 1.5 FEET (0.5 M) WEST OF A WITNESS POST.
 CK2252'RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3166 ***********************************************************************
 DE3166  DESIGNATION -  7 117
 DE3166  PID         -  DE3166
 DE3166  STATE/COUNTY-  SC/BARNWELL
 DE3166  USGS QUAD   -  BARNWELL (1987)
 DE3166
 DE3166                         *CURRENT SURVEY CONTROL
 DE3166  ___________________________________________________________________
 DE3166* NAD 83(1986)-  33 14 18.     (N)    081 21 25.     (W)     SCALED    
 DE3166* NAVD 88     -        57.047  (meters)     187.16   (feet)  ADJUSTED  
 DE3166  ___________________________________________________________________
 DE3166  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DE3166
 DE3166  VERT ORDER  -  FIRST     CLASS II
 DE3166
 DE3166.The horizontal coordinates were scaled from a topographic map and have
 DE3166.an estimated accuracy of +/- 6 seconds.
 DE3166
 DE3166.The orthometric height was determined by differential leveling
 DE3166.and adjusted by the National Geodetic Survey in June 1991..
 DE3166
 DE3166.The geoid height was determined by GEOID03.
 DE3166
 DE3166;                    North         East    Units  Estimated Accuracy
 DE3166;SPC SC       -   155,870.      576,340.      MT  (+/- 180 meters Scaled)
 DE3166
 DE3166                          SUPERSEDED SURVEY CONTROL
 DE3166
 DE3166  NGVD 29 (??/??/92)   57.346  (m)          188.14   (f) ADJ UNCH    1 2
 DE3166
 DE3166.Superseded values are not recommended for survey control.
 DE3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE3166.See file dsdata.txt to determine how the superseded data were derived.
 DE3166
 DE3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS667777(NAD 83)
 DE3166_MARKER: Z = SEE DESCRIPTION
 DE3166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3166_SP_SET: METAL PIPE IN CONCRETE
 DE3166_MARK LOGO: NONE  
 DE3166_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE3166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3166
 DE3166  HISTORY     - Date     Condition        Report By
 DE3166  HISTORY     - UNK      MONUMENTED       SCHD
 DE3166  HISTORY     - 19580517 MARK NOT FOUND   CGS
 DE3166
 DE3166                          STATION DESCRIPTION
 DE3166
 DE3166'DESCRIBED BY SC HIGHWAY DEPT UNK
 DE3166'AT BARNWELL, NEAR THE ATLANTIC COAST LINE RAILROAD STATION, ABOUT 0.2
 DE3166'MI WEST OF MILEPOST S-78, AT THE CROSSING OF STATE HIGHWAY 3, AND
 DE3166'ABOUT 35 FT SOUTH OF THE SOUTH RAIL, AND 15 FT WEST OF THE CENTER
 DE3166'LINE OF THE HIGHWAY.  THE TOP OF AN IRON PIPE SET IN CONCRETE.
 DE3166
 DE3166                          STATION RECOVERY (1958)
 DE3166
 DE3166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DE3166'NO EVIDENCE OF THE MARK WAS FOUND.  THE DESCRIBED LOCATION IS NOW
 DE3166'COVERED BY PAVEMENT OF THE WIDENED HIGHWAY.  (THE ESTABLISHMENT IN
 DE3166'1936 OF 7 117 RESET BY THE ATLANTIC COAST LINE RAILROAD INDICATES
 DE3166'THAT THE SUBJECT MARK WAS THEN DOOMED AND SUBSEQUENTLY WAS
 DE3166'DESTROYED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0663 ***********************************************************************
 DE0663  DESIGNATION -  7 117 RESET
 DE0663  PID         -  DE0663
 DE0663  STATE/COUNTY-  SC/BARNWELL
 DE0663  USGS QUAD   -  BARNWELL (1987)
 DE0663
 DE0663                         *CURRENT SURVEY CONTROL
 DE0663  ___________________________________________________________________
 DE0663* NAD 83(1986)-  33 14 18.     (N)    081 21 25.     (W)     SCALED    
 DE0663* NAVD 88     -        55.81   (+/-2cm)     183.1    (feet)  VERTCON   
 DE0663  ___________________________________________________________________
 DE0663  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DE0663  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DE0663
 DE0663  VERT ORDER  -  THIRD (See Below)
 DE0663
 DE0663.The horizontal coordinates were scaled from a topographic map and have
 DE0663.an estimated accuracy of +/- 6 seconds.
 DE0663
 DE0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0663.The vertical order pertains to the NGVD 29 superseded value.
 DE0663
 DE0663.The geoid height was determined by GEOID03.
 DE0663
 DE0663.The modeled gravity was interpolated from observed gravity values.
 DE0663
 DE0663;                    North         East    Units  Estimated Accuracy
 DE0663;SPC SC       -   155,870.      576,340.      MT  (+/- 180 meters Scaled)
 DE0663
 DE0663                          SUPERSEDED SURVEY CONTROL
 DE0663
 DE0663  NGVD 29 (??/??/92)   56.08   (m)          184.0    (f) RESET       3  
 DE0663
 DE0663.Superseded values are not recommended for survey control.
 DE0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0663.See file dsdata.txt to determine how the superseded data were derived.
 DE0663
 DE0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS667777(NAD 83)
 DE0663_MARKER: DD = SURVEY DISK
 DE0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0663_STAMPING: 7 117 SCHD RESET 1936
 DE0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0663+STABILITY: SURFACE MOTION
 DE0663
 DE0663  HISTORY     - Date     Condition        Report By
 DE0663  HISTORY     - 1936     MONUMENTED       SCLRR
 DE0663  HISTORY     - 1961     MARK NOT FOUND   CGS
 DE0663
 DE0663                          STATION DESCRIPTION
 DE0663
 DE0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DE0663'AT BARNWELL.
 DE0663'AT BARNWELL, BARNWELL COUNTY, 4 FEET EAST OF THE EAST END OF
 DE0663'THE ATLANTIC COAST LINE RAILROAD FREIGHT DEPOT, AND 34.5 FEET
 DE0663'NORTH OF THE CENTERLINE OF THE TRACKS.  A STANDARD DISK, STAMPED
 DE0663'7-117 (S.C.H.D.) RESET 1936 AND SET IN THE TOP OF A CONCRETE
 DE0663'POST.  (183.977 FEET) NOTE-- THIS BENCH MARK WAS ESTABLISHED AND
 DE0663'ITS ELEVATION DETERMINED BY THE ATLANTIC COAST LINE RAILROAD
 DE0663'IN JULY 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2251 ***********************************************************************
 CK2251  DESIGNATION -  7 118
 CK2251  PID         -  CK2251
 CK2251  STATE/COUNTY-  SC/BEAUFORT
 CK2251  USGS QUAD   -  DALE (1988)
 CK2251
 CK2251                         *CURRENT SURVEY CONTROL
 CK2251  ___________________________________________________________________
 CK2251* NAD 83(1986)-  32 36 40.     (N)    080 44 48.     (W)     SCALED    
 CK2251* NAVD 88     -         7.025  (meters)      23.05   (feet)  ADJUSTED  
 CK2251  ___________________________________________________________________
 CK2251  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2251  DYNAMIC HT  -           7.017 (meters)      23.02  (feet)  COMP
 CK2251  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2251
 CK2251  VERT ORDER  -  FIRST     CLASS II
 CK2251
 CK2251.The horizontal coordinates were scaled from a topographic map and have
 CK2251.an estimated accuracy of +/- 6 seconds.
 CK2251
 CK2251.The orthometric height was determined by differential leveling
 CK2251.and adjusted by the National Geodetic Survey in June 1991..
 CK2251
 CK2251.The geoid height was determined by GEOID03.
 CK2251
 CK2251.The dynamic height is computed by dividing the NAVD 88
 CK2251.geopotential number by the normal gravity value computed on the
 CK2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2251.degrees latitude (g = 980.6199 gals.).
 CK2251
 CK2251.The modeled gravity was interpolated from observed gravity values.
 CK2251
 CK2251;                    North         East    Units  Estimated Accuracy
 CK2251;SPC SC       -    86,290.      633,380.      MT  (+/- 180 meters Scaled)
 CK2251
 CK2251                          SUPERSEDED SURVEY CONTROL
 CK2251
 CK2251  NGVD 29 (03/21/89)    7.305  (m)           23.97   (f) ADJUSTED    1 2
 CK2251
 CK2251.Superseded values are not recommended for survey control.
 CK2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2251.See file dsdata.txt to determine how the superseded data were derived.
 CK2251
 CK2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS237082(NAD 83)
 CK2251_MARKER: DB = BENCH MARK DISK
 CK2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2251_SP_SET: CONCRETE POST
 CK2251_STAMPING: VERT 7 118 1982
 CK2251_MARK LOGO: SCGS  
 CK2251_PROJECTION: FLUSH
 CK2251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2251
 CK2251  HISTORY     - Date     Condition        Report By
 CK2251  HISTORY     - 1982     MONUMENTED       SCGS
 CK2251  HISTORY     - 19950920 MARK NOT FOUND   SCGS
 CK2251
 CK2251                          STATION DESCRIPTION
 CK2251
 CK2251'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2251'1.6 KM (1.0 MI) NE FROM GARDENS CORNER.
 CK2251'1.6 KILOMETERS (1.0 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 FROM
 CK2251'THE CENTER OF GARDENS CORNER, SET NEAR A GRASSY ROAD LEADING NORTH
 CK2251'INTO THE WOODS, 21.9 METERS (72.0 FEET) EAST NORTHEAST OF THE
 CK2251'APPROXIMATE CENTER OF U.S. HIGHWAY 17, 17.6 METERS (58.0 FEET)
 CK2251'SOUTH OF A 12 INCH PINE TREE, 1.1 METERS (3.8 FEET) NORTHWEST
 CK2251'OF A POWER POLE.
 CK2251'THE MARK IS 0.6 METERS  ENE FROM A WITNESS POST.
 CK2251'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CK2251
 CK2251                          STATION RECOVERY (1995)
 CK2251
 CK2251'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2221 ***********************************************************************
 CK2221  DESIGNATION -  7 119
 CK2221  PID         -  CK2221
 CK2221  STATE/COUNTY-  SC/BEAUFORT
 CK2221  USGS QUAD   -  BEAUFORT (1998)
 CK2221
 CK2221                         *CURRENT SURVEY CONTROL
 CK2221  ___________________________________________________________________
 CK2221* NAD 83(1986)-  32 26 25.     (N)    080 42 17.     (W)     SCALED    
 CK2221* NAVD 88     -         4.859  (meters)      15.94   (feet)  ADJUSTED  
 CK2221  ___________________________________________________________________
 CK2221  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2221  DYNAMIC HT  -           4.853 (meters)      15.92  (feet)  COMP
 CK2221  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 CK2221
 CK2221  VERT ORDER  -  FIRST     CLASS II
 CK2221
 CK2221.The horizontal coordinates were scaled from a topographic map and have
 CK2221.an estimated accuracy of +/- 6 seconds.
 CK2221
 CK2221.The orthometric height was determined by differential leveling
 CK2221.and adjusted by the National Geodetic Survey in June 1991..
 CK2221
 CK2221.The geoid height was determined by GEOID03.
 CK2221
 CK2221.The dynamic height is computed by dividing the NAVD 88
 CK2221.geopotential number by the normal gravity value computed on the
 CK2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2221.degrees latitude (g = 980.6199 gals.).
 CK2221
 CK2221.The modeled gravity was interpolated from observed gravity values.
 CK2221
 CK2221;                    North         East    Units  Estimated Accuracy
 CK2221;SPC SC       -    67,350.      637,370.      MT  (+/- 180 meters Scaled)
 CK2221
 CK2221                          SUPERSEDED SURVEY CONTROL
 CK2221
 CK2221  NGVD 29 (03/21/89)    5.142  (m)           16.87   (f) ADJUSTED    1 2
 CK2221
 CK2221.Superseded values are not recommended for survey control.
 CK2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2221.See file dsdata.txt to determine how the superseded data were derived.
 CK2221
 CK2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR277892(NAD 83)
 CK2221_MARKER: DD = SURVEY DISK
 CK2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2221_SP_SET: CONCRETE POST
 CK2221_STAMPING: VERT 7 119 1982
 CK2221_MARK LOGO: SCGS  
 CK2221_PROJECTION: FLUSH
 CK2221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2221+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK2221
 CK2221  HISTORY     - Date     Condition        Report By
 CK2221  HISTORY     - 1982     MONUMENTED       SCGS
 CK2221  HISTORY     - 19980621 GOOD             USPSQD
 CK2221  HISTORY     - 20030506 GOOD             SCGS
 CK2221  HISTORY     - 20060320 GOOD             USPSQD
 CK2221
 CK2221                          STATION DESCRIPTION
 CK2221
 CK2221'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2221'3.5 KM (2.2 MI) WEST FROM BEAUFORT.
 CK2221'AT THE JUNCTION OF U.S. HIGHWAY 21 AND STATE HIGHWAY 170, JUST
 CK2221'WEST OF BEAUFORT, SET ON THE SOUTHEAST SIDE OF THE BANKERS
 CK2221'TRUST BUILDING, 18.1 METERS (59.5 FEET) NORTHWEST OF THE
 CK2221'APPROXIMATE CENTER OF STATE HIGHWAY 170, 25.7 METERS (84.4 FEET)
 CK2221'NORTH NORTHEAST OF A 16 INCH PALMETTO TREE, 1.8 METERS (6.0 FEET)
 CK2221'SOUTH SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 18.1 METERS
 CK2221'(59.5 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVE
 CK2221'LEAVING THE TELLERS WINDOW.
 CK2221'THE MARK IS 0.60 M ABOVE STATE HIGHWAY 170.
 CK2221
 CK2221                          STATION RECOVERY (1998)
 CK2221
 CK2221'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2221'RECOVERED IN GOOD CONDITION.
 CK2221
 CK2221                          STATION RECOVERY (2003)
 CK2221
 CK2221'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2221'STATION IS LOCATED NEAR THE EAST CORNER OF AN ABANDONED BRICK BANK
 CK2221'BUILDING NUMBER  2418  (BUTLER PRE-OWNED VEHICLE SALES) IN THE
 CK2221'SOUTHWEST ANGLE OF THE JUNCTION OF U.S.  HIGHWAY 21 (BOUNDARY STREET)
 CK2221'AND STATE HIGHWAY 170 (ROBERT SMALLS PARKWAY),  2.1 MILES  WEST
 CK2221'NORTHWEST OF BEAUFORT. OWNERSHIP--BUTLER PRE-OWNED VEHICLE SALES.
 CK2221'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 CK2221'THE SIDEWALK,  5.7 FEET SOUTH SOUTHWEST OF THE EAST CORNER OF THE
 CK2221'BUILDING, 8.9 FEET NORTHWEST  OF THE NORTHWEST EDGE OF A CONCRETE
 CK2221'SIDEWALK NEAR THE BUILDING, 111.7 FEET SOUTHWEST  OF SURVEY STATION
 CK2221'CFA, 10.5 FEET NORTH OF THE EAST CORNER OF A FOUR FOOT HIGH BRICK WALL
 CK2221'AROUND AN AIR CONDITIONING UNIT. RECOVERED BY T. HALL.
 CK2221
 CK2221                          STATION RECOVERY (2006)
 CK2221
 CK2221'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK2221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2223 ***********************************************************************
 CK2223  DESIGNATION -  7 120
 CK2223  PID         -  CK2223
 CK2223  STATE/COUNTY-  SC/BEAUFORT
 CK2223  USGS QUAD   -  BEAUFORT (1998)
 CK2223
 CK2223                         *CURRENT SURVEY CONTROL
 CK2223  ___________________________________________________________________
 CK2223* NAD 83(1986)-  32 26 26.     (N)    080 41 09.     (W)     SCALED    
 CK2223* NAVD 88     -         4.746  (meters)      15.57   (feet)  ADJUSTED  
 CK2223  ___________________________________________________________________
 CK2223  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2223  DYNAMIC HT  -           4.740 (meters)      15.55  (feet)  COMP
 CK2223  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 CK2223
 CK2223  VERT ORDER  -  FIRST     CLASS II
 CK2223
 CK2223.The horizontal coordinates were scaled from a topographic map and have
 CK2223.an estimated accuracy of +/- 6 seconds.
 CK2223
 CK2223.The orthometric height was determined by differential leveling
 CK2223.and adjusted by the National Geodetic Survey in June 1991..
 CK2223
 CK2223.The geoid height was determined by GEOID03.
 CK2223
 CK2223.The dynamic height is computed by dividing the NAVD 88
 CK2223.geopotential number by the normal gravity value computed on the
 CK2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2223.degrees latitude (g = 980.6199 gals.).
 CK2223
 CK2223.The modeled gravity was interpolated from observed gravity values.
 CK2223
 CK2223;                    North         East    Units  Estimated Accuracy
 CK2223;SPC SC       -    67,390.      639,140.      MT  (+/- 180 meters Scaled)
 CK2223
 CK2223                          SUPERSEDED SURVEY CONTROL
 CK2223
 CK2223  NGVD 29 (03/21/89)    5.028  (m)           16.50   (f) ADJUSTED    1 2
 CK2223
 CK2223.Superseded values are not recommended for survey control.
 CK2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2223.See file dsdata.txt to determine how the superseded data were derived.
 CK2223
 CK2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR295893(NAD 83)
 CK2223_MARKER: DB = BENCH MARK DISK
 CK2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2223_SP_SET: CONCRETE POST
 CK2223_STAMPING: VERT 7 120 1982
 CK2223_MARK LOGO: SCGS  
 CK2223_PROJECTION: FLUSH
 CK2223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2223
 CK2223  HISTORY     - Date     Condition        Report By
 CK2223  HISTORY     - 1982     MONUMENTED       SCGS
 CK2223  HISTORY     - 19960613 GOOD             USPSQD
 CK2223  HISTORY     - 20060625 MARK NOT FOUND   USPSQD
 CK2223
 CK2223                          STATION DESCRIPTION
 CK2223
 CK2223'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2223'IN BEAUFORT.
 CK2223'1.7 KILOMETERS (1.05 MILES) EAST ALONG U.S. HIGHWAY 21 FROM
 CK2223'THE JUNCTION OF STATE HIGHWAY 170, JUST WEST OF BEAUFORT,
 CK2223'SET IN A GRASSY MEDIAN, SEPARATING U.S. HIGHWAY 21 AND LOVEJOY
 CK2223'STREET, NEAR A SMALL BRICK WELCOMING SIGN, 21.8 METERS (71.8
 CK2223'FEET) NORTH OF THE CENTER LINE OF U.S. HIGHWAY 21, 11.0 METERS
 CK2223'(36.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF LOVEJOY STREET,
 CK2223'8.8 METERS (29.3 FEET) EAST OF THE EXTENDED CENTER LINE OF SYCAMORE
 CK2223'STREET, 22.4 METERS (73.5 FEET) SOUTH SOUTHEAST OF A FIRE HYDRANT,
 CK2223'0.8 METER (2.8 FEET) NORTH OF THE BRICK WELCOMING SIGN.
 CK2223'THE MARK IS 0.90 METERS  NNE FROM A WITNESS POST.
 CK2223
 CK2223                          STATION RECOVERY (1996)
 CK2223
 CK2223'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2223'RECOVERED IN GOOD CONDITION.
 CK2223
 CK2223                          STATION RECOVERY (2006)
 CK2223
 CK2223'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK2223'LOVEJOY STREET IS SEALED OFF FROM HIGHWAY , AND PREVIOUS SHOULDER HAS
 CK2223'BEEN PAVED OVER WITH ASPHALT, THIS AREA IS NOW USED AS STREET PARKING
 CK2223'FOR HOTEL. MARKER POSITION, AS DETERMINED BY GARMIN GPS76 WAAS ENABLED
 CK2223'AND TAPE MEASUREMENT OF DISTANCE FROM FIRE HYDRANT IS COVERED BY THE
 CK2223'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2224 ***********************************************************************
 CK2224  DESIGNATION -  7 121
 CK2224  PID         -  CK2224
 CK2224  STATE/COUNTY-  SC/BEAUFORT
 CK2224  USGS QUAD   -  BEAUFORT (1998)
 CK2224
 CK2224                         *CURRENT SURVEY CONTROL
 CK2224  ___________________________________________________________________
 CK2224* NAD 83(1986)-  32 25 50.     (N)    080 41 10.     (W)     SCALED    
 CK2224* NAVD 88     -         7.522  (meters)      24.68   (feet)  ADJUSTED  
 CK2224  ___________________________________________________________________
 CK2224  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2224  DYNAMIC HT  -           7.514 (meters)      24.65  (feet)  COMP
 CK2224  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 CK2224
 CK2224  VERT ORDER  -  FIRST     CLASS II
 CK2224
 CK2224.The horizontal coordinates were scaled from a topographic map and have
 CK2224.an estimated accuracy of +/- 6 seconds.
 CK2224
 CK2224.The orthometric height was determined by differential leveling
 CK2224.and adjusted by the National Geodetic Survey in June 1991..
 CK2224
 CK2224.The geoid height was determined by GEOID03.
 CK2224
 CK2224.The dynamic height is computed by dividing the NAVD 88
 CK2224.geopotential number by the normal gravity value computed on the
 CK2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2224.degrees latitude (g = 980.6199 gals.).
 CK2224
 CK2224.The modeled gravity was interpolated from observed gravity values.
 CK2224
 CK2224;                    North         East    Units  Estimated Accuracy
 CK2224;SPC SC       -    66,280.      639,120.      MT  (+/- 180 meters Scaled)
 CK2224
 CK2224                          SUPERSEDED SURVEY CONTROL
 CK2224
 CK2224  NGVD 29 (03/21/89)    7.805  (m)           25.61   (f) ADJUSTED    1 2
 CK2224
 CK2224.Superseded values are not recommended for survey control.
 CK2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2224.See file dsdata.txt to determine how the superseded data were derived.
 CK2224
 CK2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR295882(NAD 83)
 CK2224_MARKER: DD = SURVEY DISK
 CK2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2224_SP_SET: CONCRETE POST
 CK2224_STAMPING: VERT 7 121 1982
 CK2224_MARK LOGO: SCGS  
 CK2224_PROJECTION: RECESSED 5 CENTIMETERS
 CK2224_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2224+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1998
 CK2224
 CK2224  HISTORY     - Date     Condition        Report By
 CK2224  HISTORY     - 1982     MONUMENTED       SCGS
 CK2224  HISTORY     - 19980304 GOOD             SCGS
 CK2224  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK2224  HISTORY     - 20040930 MARK NOT FOUND   USPSQD
 CK2224
 CK2224                          STATION DESCRIPTION
 CK2224
 CK2224'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2224'IN BEAUFORT.
 CK2224'1.8 KILOMETERS (1.1 MILES) EAST ALONG U.S. HIGHWAY 21 FROM
 CK2224'THE JUNCTION OF STATE HIGHWAY 170, JUST WEST OF BEAUFORT, THENCE
 CK2224'1.0 KILOMETER (0.65 MILE) SOUTH ALONG STATE HIGHWAY 281, SET
 CK2224'ON THE EAST SIDE OF 281, IN THE FRONT YARD OF A WHITE HOUSE WITH
 CK2224'A DOUBLE GARAGE, NEAR A WOODEN FENCE, 60.7 METERS (199.0 FEET)
 CK2224'WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 25.0 METERS
 CK2224'(82.3 FEET) EAST OF THE CENTER LINE OF STATE HIGHWAY 281, 12.8
 CK2224'METERS (42.0 FEET) NORTH OF THE APPROXIMATE CENTER OF A PAVED DRIVE,
 CK2224'0.7 METER (2.7 FEET) SOUTH OF A WOODEN FENCE, 0.8 METER (99.5 FEET)
 CK2224'SOUTH SOUTHEAST OF A POWER POLE, 8.6 METER (28.2 FEET) SOUTH
 CK2224'SOUTHWEST OF A 48 INCH OAK TREE.
 CK2224'THE MARK IS 0.60 M BELOW STATE HIGHWAY 281.
 CK2224
 CK2224                          STATION RECOVERY (1998)
 CK2224
 CK2224'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2224'STATION IS LOCATED IN BEAUFORT.  OWNERSHIP--UNKNOWN.  TO REACH THE
 CK2224'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 21 BUSINESS AND 21 (RIBAUT
 CK2224'AND BOUNDARY STREETS) , 1.0 MILE (1.6 KM) NORTHWEST OF THE DOWNTOWN
 CK2224'AREA OF BEAUFORT, GO SOUTH ON HIGHWAY 21 FOR 0.6 MILE (1.0 KM) TO THE
 CK2224'STATION ON THE LEFT NEAR A WOODEN FENCE IN THE FRONT YARD OF A WHITE
 CK2224'HOUSE WITH A DOUBLE GARAGE.  STATION IS A CONCRETE POST RECESSED 0.2
 CK2224'FOOT (6.1 CM) AND 2.0 FEET (0.6 M) BELOW THE HIGHWAY, 199.1 FEET (60.7
 CK2224'M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 82.0 FEET
 CK2224'(25.0 M) EAST OF THE CENTER OF THE HIGHWAY, 42.0 FEET (12.8 M) NORTH
 CK2224'OF THE CENTER OF A PAVED DRIVE, 2.3 FEET (0.7 M) SOUTH OF A WOODEN
 CK2224'FENCE, 2.6 FEET (0.8 M) SOUTH SOUTHEAST OF A POWER POLE, 28.2 FEET
 CK2224'(8.6 M) SOUTH SOUTHWEST OF A 4.0-FOOT OAK TREE, 1.5 FEET (0.5 M) NORTH
 CK2224'OF A WOODEN FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED.
 CK2224'RECOVERED BY L.A.  LAPINE.
 CK2224
 CK2224                          STATION RECOVERY (1998)
 CK2224
 CK2224'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2224'MARK NOT FOUND.
 CK2224
 CK2224                          STATION RECOVERY (2004)
 CK2224
 CK2224'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK2224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2225 ***********************************************************************
 CK2225  DESIGNATION -  7 122
 CK2225  PID         -  CK2225
 CK2225  STATE/COUNTY-  SC/BEAUFORT
 CK2225  USGS QUAD   -  BEAUFORT (1998)
 CK2225
 CK2225                         *CURRENT SURVEY CONTROL
 CK2225  ___________________________________________________________________
 CK2225* NAD 83(1986)-  32 25 23.     (N)    080 41 18.     (W)     SCALED    
 CK2225* NAVD 88     -         7.720  (meters)      25.33   (feet)  ADJUSTED  
 CK2225  ___________________________________________________________________
 CK2225  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2225  DYNAMIC HT  -           7.711 (meters)      25.30  (feet)  COMP
 CK2225  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 CK2225
 CK2225  VERT ORDER  -  FIRST     CLASS II
 CK2225
 CK2225.The horizontal coordinates were scaled from a topographic map and have
 CK2225.an estimated accuracy of +/- 6 seconds.
 CK2225
 CK2225.The orthometric height was determined by differential leveling
 CK2225.and adjusted by the National Geodetic Survey in June 1991..
 CK2225
 CK2225.The geoid height was determined by GEOID03.
 CK2225
 CK2225.The dynamic height is computed by dividing the NAVD 88
 CK2225.geopotential number by the normal gravity value computed on the
 CK2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2225.degrees latitude (g = 980.6199 gals.).
 CK2225
 CK2225.The modeled gravity was interpolated from observed gravity values.
 CK2225
 CK2225;                    North         East    Units  Estimated Accuracy
 CK2225;SPC SC       -    65,450.      638,920.      MT  (+/- 180 meters Scaled)
 CK2225
 CK2225                          SUPERSEDED SURVEY CONTROL
 CK2225
 CK2225  NGVD 29 (03/21/89)    8.003  (m)           26.26   (f) ADJUSTED    1 2
 CK2225
 CK2225.Superseded values are not recommended for survey control.
 CK2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2225.See file dsdata.txt to determine how the superseded data were derived.
 CK2225
 CK2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR293873(NAD 83)
 CK2225_MARKER: DD = SURVEY DISK
 CK2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2225_SP_SET: CONCRETE POST
 CK2225_STAMPING: VERT 7 122 1982
 CK2225_MARK LOGO: SCGS  
 CK2225_PROJECTION: FLUSH
 CK2225_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2225+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1998
 CK2225
 CK2225  HISTORY     - Date     Condition        Report By
 CK2225  HISTORY     - 1982     MONUMENTED       SCGS
 CK2225  HISTORY     - 19980304 GOOD             SCGS
 CK2225  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK2225  HISTORY     - 20040930 MARK NOT FOUND   USPSQD
 CK2225
 CK2225                          STATION DESCRIPTION
 CK2225
 CK2225'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2225'1.8 KM (1.1 MI) SW FROM BEAUFORT.
 CK2225'1.8 KILOMETERS (1.1 MILES) EAST ALONG U.S. HIGHWAY 21 FROM
 CK2225'THE JUNCTION OF STATE HIGHWAY 170, JUST WEST OF BEAUFORT,
 CK2225'THENCE 1.8 KILOMETERS (1.15 MILES) SOUTH ALONG STATE HIGHWAY
 CK2225'281, SET ON THE EAST SIDE OF 281, NEAR A BRUSH LINE AND A
 CK2225'LONE PINE TREE, 19.5 METERS (64.0 FEET) EAST SOUTHEAST OF THE
 CK2225'CENTER LINE OF STATE HIGHWAY 281, 21.0 METERS (69.0 FEET) SOUTH
 CK2225'SOUTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVE, 4.9 METERS
 CK2225'(16.0 FEET) SOUTH SOUTHEAST OF A 36 INCH PINE TREE, 36.0 METERS
 CK2225'(118.0 FEET) WEST NORTHWEST OF A 36 INCH OAK TREE, 1.2 METERS
 CK2225'(4.0 FEET) NORTH OF A BRUSH LINE.
 CK2225'THE MARK IS 0.60 M BELOW STATE HIGHWAY 281.
 CK2225
 CK2225                          STATION RECOVERY (1998)
 CK2225
 CK2225'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2225'STATION IS LOCATED IN BEAUFORT.  OWNERSHIP--UNKNOWN.  TO REACH THE
 CK2225'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 21 BUSINESS AND 21 (RIBAUT
 CK2225'AND BOUNDARY STREETS) , 1.0 MILE (1.6 KM) NORTHWEST OF THE DOWNTOWN
 CK2225'AREA OF BEAUFORT, GO SOUTH ON HIGHWAY 21 FOR 1.15 MILES (1.85 KM) TO
 CK2225'THE STATION ON THE LEFT NEAR A BRUSH LINE AND A LONE PINE TREE IN THE
 CK2225'VICINITY OF 845 RIBAUT STREET, STATION IS NEAREST TO THE SOUTHERN-MOST
 CK2225'OF TWO DRIVEWAYS TO THE PROPERTY, THE DRIVEWAY IS JUST SOUTH OF A
 CK2225'POWER POLE WITH TWO STAINLESS STEEL CABLE CANISTERS ATTACHED TO IT
 CK2225'3-FOOT ABOVE THE GROUND LEVEL.  STATION IS A CONCRETE POST RECESSED
 CK2225'0.1 FOOT (3.0 CM) AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 64.0 FEET
 CK2225'(19.5 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 68.9 FEET (21.0
 CK2225'M) SOUTH SOUTHWEST OF THE CENTER OF A SAND DRIVE, 16.1 FEET (4.9 M)
 CK2225'SOUTH SOUTHEAST OF A 3.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 CK2225'ATTACHED, 118.1 FEET (36.0 M) WEST NORTHWEST OF A 3.0-FOOT OAK TREE,
 CK2225'3.9 FEET (1.2 M) NORTH OF A BRUSH LINE. RECOVERED BY L.A.  LAPINE.
 CK2225
 CK2225                          STATION RECOVERY (1998)
 CK2225
 CK2225'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2225'MARK NOT FOUND.
 CK2225
 CK2225                          STATION RECOVERY (2004)
 CK2225
 CK2225'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK2225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2222 ***********************************************************************
 CK2222  DESIGNATION -  7 123
 CK2222  PID         -  CK2222
 CK2222  STATE/COUNTY-  SC/BEAUFORT
 CK2222  USGS QUAD   -  BEAUFORT (1998)
 CK2222
 CK2222                         *CURRENT SURVEY CONTROL
 CK2222  ___________________________________________________________________
 CK2222* NAD 83(1986)-  32 26 33.     (N)    080 41 41.     (W)     SCALED    
 CK2222* NAVD 88     -         2.690  (meters)       8.83   (feet)  ADJUSTED  
 CK2222  ___________________________________________________________________
 CK2222  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2222  DYNAMIC HT  -           2.687 (meters)       8.82  (feet)  COMP
 CK2222  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CK2222
 CK2222  VERT ORDER  -  FIRST     CLASS II
 CK2222
 CK2222.The horizontal coordinates were scaled from a topographic map and have
 CK2222.an estimated accuracy of +/- 6 seconds.
 CK2222
 CK2222.The orthometric height was determined by differential leveling
 CK2222.and adjusted by the National Geodetic Survey in June 1991..
 CK2222
 CK2222.The geoid height was determined by GEOID03.
 CK2222
 CK2222.The dynamic height is computed by dividing the NAVD 88
 CK2222.geopotential number by the normal gravity value computed on the
 CK2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2222.degrees latitude (g = 980.6199 gals.).
 CK2222
 CK2222.The modeled gravity was interpolated from observed gravity values.
 CK2222
 CK2222;                    North         East    Units  Estimated Accuracy
 CK2222;SPC SC       -    67,600.      638,310.      MT  (+/- 180 meters Scaled)
 CK2222
 CK2222                          SUPERSEDED SURVEY CONTROL
 CK2222
 CK2222  NGVD 29 (03/21/89)    2.973  (m)            9.75   (f) ADJUSTED    1 2
 CK2222
 CK2222.Superseded values are not recommended for survey control.
 CK2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2222.See file dsdata.txt to determine how the superseded data were derived.
 CK2222
 CK2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR286895(NAD 83)
 CK2222_MARKER: DB = BENCH MARK DISK
 CK2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2222_SP_SET: CONCRETE POST
 CK2222_STAMPING: VERT 7 123 1982
 CK2222_MARK LOGO: SCGS  
 CK2222_PROJECTION: FLUSH
 CK2222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2222
 CK2222  HISTORY     - Date     Condition        Report By
 CK2222  HISTORY     - 1982     MONUMENTED       SCGS
 CK2222  HISTORY     - 19960613 MARK NOT FOUND   USPSQD
 CK2222  HISTORY     - 20040930 MARK NOT FOUND   USPSQD
 CK2222
 CK2222                          STATION DESCRIPTION
 CK2222
 CK2222'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2222'1.6 KM (1.0 MI) WEST FROM BEAUFORT.
 CK2222'0.9 KILOMETER (0.55 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE
 CK2222'JUNCTION OF STATE HIGHWAY 170, JUST WEST OF BEAUFORT, SET WEST
 CK2222'OF THE MAIN ENTRANCE DOORS TO THE RIVERVIEW BAPTIST CHURCH, 78.6
 CK2222'METERS (258.0 FEET) NORTH OF THE CENTER LINE OF U.S. HIGHWAY 21,
 CK2222'18.7 METERS (61.7 FEET) WEST OF A SAND DRIVE LEADING TO CHURCH,
 CK2222'11.1 METERS (36.7 FEET) NORTH NORTHEAST OF A POWER LINE POLE NUMBER
 CK2222'128273, 2.6 METERS (8.50 FEET) EAST SOUTHEAST OF THE SOUTHEAST
 CK2222'CORNER OF THE CHURCH.
 CK2222'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 21.
 CK2222
 CK2222                          STATION RECOVERY (1996)
 CK2222
 CK2222'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2222'MARK NOT FOUND.
 CK2222
 CK2222                          STATION RECOVERY (2004)
 CK2222
 CK2222'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK2222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2226 ***********************************************************************
 CK2226  DESIGNATION -  7 124
 CK2226  PID         -  CK2226
 CK2226  STATE/COUNTY-  SC/BEAUFORT
 CK2226  USGS QUAD   -  BEAUFORT (1998)
 CK2226
 CK2226                         *CURRENT SURVEY CONTROL
 CK2226  ___________________________________________________________________
 CK2226* NAD 83(1986)-  32 24 54.     (N)    080 41 17.     (W)     SCALED    
 CK2226* NAVD 88     -         7.009  (meters)      23.00   (feet)  ADJUSTED  
 CK2226  ___________________________________________________________________
 CK2226  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2226  DYNAMIC HT  -           7.001 (meters)      22.97  (feet)  COMP
 CK2226  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CK2226
 CK2226  VERT ORDER  -  FIRST     CLASS II
 CK2226
 CK2226.The horizontal coordinates were scaled from a topographic map and have
 CK2226.an estimated accuracy of +/- 6 seconds.
 CK2226
 CK2226.The orthometric height was determined by differential leveling
 CK2226.and adjusted by the National Geodetic Survey in June 1991..
 CK2226
 CK2226.The geoid height was determined by GEOID03.
 CK2226
 CK2226.The dynamic height is computed by dividing the NAVD 88
 CK2226.geopotential number by the normal gravity value computed on the
 CK2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2226.degrees latitude (g = 980.6199 gals.).
 CK2226
 CK2226.The modeled gravity was interpolated from observed gravity values.
 CK2226
 CK2226;                    North         East    Units  Estimated Accuracy
 CK2226;SPC SC       -    64,560.      638,940.      MT  (+/- 180 meters Scaled)
 CK2226
 CK2226                          SUPERSEDED SURVEY CONTROL
 CK2226
 CK2226  NGVD 29 (03/21/89)    7.292  (m)           23.92   (f) ADJUSTED    1 2
 CK2226
 CK2226.Superseded values are not recommended for survey control.
 CK2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2226.See file dsdata.txt to determine how the superseded data were derived.
 CK2226
 CK2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR293864(NAD 83)
 CK2226_MARKER: DB = BENCH MARK DISK
 CK2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2226_SP_SET: CONCRETE POST
 CK2226_STAMPING: VERT 7 124 1982
 CK2226_MARK LOGO: SCGS  
 CK2226_PROJECTION: FLUSH
 CK2226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2226
 CK2226  HISTORY     - Date     Condition        Report By
 CK2226  HISTORY     - 1982     MONUMENTED       SCGS
 CK2226  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK2226  HISTORY     - 19980720 MARK NOT FOUND   SCGS
 CK2226  HISTORY     - 20040930 MARK NOT FOUND   USPSQD
 CK2226
 CK2226                          STATION DESCRIPTION
 CK2226
 CK2226'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2226'2.6 KM (1.6 MI) SW FROM BEAUFORT.
 CK2226'1.8 KILOMETERS (1.1 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE
 CK2226'JUNCTION OF STATE HIGHWAY 170, JUST WEST OF BEAUFORT, THENCE
 CK2226'2.8 KILOMETERS (1.75 MILES) SOUTH ALONG STATE HIGHWAY 281, SET ON
 CK2226'THE EAST SIDE OF 281, IN BETWEEN TWO ONE STORY HOUSE, CONVERTED
 CK2226'INTO OFFICE BUILDINGS, 34.8 METERS (114.4 FEET) EAST NORTHEAST OF
 CK2226'THE APPROXIMATE CENTER OF STATE HIGHWAY 281, 20.1 METERS (66.0 FEET)
 CK2226'SOUTH OF THE APPROXIMATE CENTER OF DOWLING LOOP ROAD S-7-155,
 CK2226'2.0 METERS (6.9 FEET) SOUTH SOUTHEAST OF THE SOUTH CORNER OF A WOODEN
 CK2226'FRONT HOUSE, 4.0 METERS (13.6 FEET) NROTH NORTHEAST OF THE
 CK2226'NORTHWEST CORNER OF THE BRICK FACE HOUSE.
 CK2226'THE MARK IS 0.30 M BELOW STATE HIGHWAY 281.
 CK2226
 CK2226                          STATION RECOVERY (1998)
 CK2226
 CK2226'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2226'MARK NOT FOUND.
 CK2226
 CK2226                          STATION RECOVERY (1998)
 CK2226
 CK2226'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2226'NOT RECOVERED, MEASUREMENTS COULD PUT THE STATION UNDER A NEW EMPLOYEE
 CK2226'PARKING LOT FOR THE BEAUFORT HOSPITAL, A COPY OF THE TOPOGRAPHIC MAP
 CK2226'CONTAINING A PRIOR NGS RECOVERY, INDICATED THE STATION WAS JUST NORTH
 CK2226'OF A WESTERN SIZZLER RESTAURANT, THE RESTAURANT HAS ALSO BEEN
 CK2226'DEMOLISHED TO BUILD THE PARKING LOT, PRESUMED DESTROYED.  RECOVERY BY
 CK2226'LAL.
 CK2226
 CK2226                          STATION RECOVERY (2004)
 CK2226
 CK2226'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK2226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2229 ***********************************************************************
 CK2229  DESIGNATION -  7 125
 CK2229  PID         -  CK2229
 CK2229  STATE/COUNTY-  SC/BEAUFORT
 CK2229  USGS QUAD   -  BEAUFORT (1998)
 CK2229
 CK2229                         *CURRENT SURVEY CONTROL
 CK2229  ___________________________________________________________________
 CK2229* NAD 83(1986)-  32 24 25.     (N)    080 41 07.     (W)     SCALED    
 CK2229* NAVD 88     -         5.406  (meters)      17.74   (feet)  ADJUSTED  
 CK2229  ___________________________________________________________________
 CK2229  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2229  DYNAMIC HT  -           5.400 (meters)      17.72  (feet)  COMP
 CK2229  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 CK2229
 CK2229  VERT ORDER  -  FIRST     CLASS II
 CK2229
 CK2229.The horizontal coordinates were scaled from a topographic map and have
 CK2229.an estimated accuracy of +/- 6 seconds.
 CK2229
 CK2229.The orthometric height was determined by differential leveling
 CK2229.and adjusted by the National Geodetic Survey in June 1991..
 CK2229
 CK2229.The geoid height was determined by GEOID03.
 CK2229
 CK2229.The dynamic height is computed by dividing the NAVD 88
 CK2229.geopotential number by the normal gravity value computed on the
 CK2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2229.degrees latitude (g = 980.6199 gals.).
 CK2229
 CK2229.The modeled gravity was interpolated from observed gravity values.
 CK2229
 CK2229;                    North         East    Units  Estimated Accuracy
 CK2229;SPC SC       -    63,660.      639,210.      MT  (+/- 180 meters Scaled)
 CK2229
 CK2229                          SUPERSEDED SURVEY CONTROL
 CK2229
 CK2229  NGVD 29 (03/21/89)    5.689  (m)           18.66   (f) ADJUSTED    1 2
 CK2229
 CK2229.Superseded values are not recommended for survey control.
 CK2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2229.See file dsdata.txt to determine how the superseded data were derived.
 CK2229
 CK2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR295855(NAD 83)
 CK2229_MARKER: DD = SURVEY DISK
 CK2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2229_SP_SET: CONCRETE POST
 CK2229_STAMPING: VERT 7 125 1982
 CK2229_MARK LOGO: SCGS  
 CK2229_PROJECTION: FLUSH
 CK2229_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2229+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 CK2229
 CK2229  HISTORY     - Date     Condition        Report By
 CK2229  HISTORY     - 1982     MONUMENTED       SCGS
 CK2229  HISTORY     - 19980304 GOOD             SCGS
 CK2229  HISTORY     - 19980619 GOOD             USPSQD
 CK2229  HISTORY     - 20060624 GOOD             USPSQD
 CK2229  HISTORY     - 20060624 MARK NOT FOUND   USPSQD
 CK2229  HISTORY     - 20060624 GOOD             USPSQD
 CK2229
 CK2229                          STATION DESCRIPTION
 CK2229
 CK2229'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2229'3.2 KM (2.0 MI) NE FROM PORT ROYAL.
 CK2229'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG STATE HIGHWAY 281, FROM THE
 CK2229'JUNCTION OF U.S. HIGHWAY 21 IN BEAUFORT, SET ON THE EAST SIDE OF
 CK2229'IN THE CALHOUN THOMAS MEMORIAL GARDENS, A SMALL PARK AREA, 32.2
 CK2229'METERS (105.7 FEET) SOUTHEAST OF A POWER POLE, 25.3 (83.0 FEET)
 CK2229'WEST SOUTHWEST OF A LONE PALMETTO TREE,
 CK2229'24.1 METERS (79.0 FEET) EAST NORTHEAST OF THE CENTER LINE OF THE
 CK2229'NORTHBOUND LANE OF STATE HIGHWAY 281, 3.0 METERS (10.0 FEET)
 CK2229'SOUTH OF THE APPROXIMATE CENTER OF A SIDE WALK, 14.0 METERS
 CK2229'(46.0 FEET) NORTH NORTHWEST OF A BRUSH LINE.
 CK2229'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CK2229
 CK2229                          STATION RECOVERY (1998)
 CK2229
 CK2229'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2229'STATION IS LOCATED IN BEAUFORT, 2.0 MILES (3.2 KM) NORTHEAST OF PORT
 CK2229'ROYAL.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 21
 CK2229'BUSINESS AND 21 (RIBAUT AND BOUNDARY STREETS) , 1.0 MILE (1.6 KM)
 CK2229'NORTHWEST OF BEAUFORT, GO SOUTH ON HIGHWAY 21 FOR 2.3 MILES (3.7 KM)
 CK2229'TO THE STATION ON THE LEFT ON THE EAST SIDE OF THE CALHOUN THOMAS
 CK2229'MEMORIAL GARDENS, A SMALL PARK AREA.  STATION IS A CONCRETE POST
 CK2229'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 105.7 FEET
 CK2229'(32.2 M) SOUTHEAST OF A POWER POLE, 83.0 FEET (25.3 M) WEST SOUTHWEST
 CK2229'OF A LONE PALMETTO TREE, 79.0 FEET (24.1 M) EAST NORTHEAST OF THE
 CK2229'CENTER OF THE NORTHBOUND LANE OF THE HIGHWAY, 10.0 FEET (3.0 M) SOUTH
 CK2229'OF THE CENTER OF A SIDE WALK, 46.0 FEET (14.0 M) NORTH NORTHWEST OF A
 CK2229'BRUSH LINE, 8.1 FEET (2.5 M) WEST NORTHWEST OF A 0.2 FOOT (6.1 CM)
 CK2229'YELLOW CAPPED PVC PIPE.  RECOVERED BY L.A.  LAPINE.
 CK2229
 CK2229                          STATION RECOVERY (1998)
 CK2229
 CK2229'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2229'RECOVERED IN GOOD CONDITION.
 CK2229
 CK2229                          STATION RECOVERY (2006)
 CK2229
 CK2229'RECOVERY NOTE BY US POWER SQUADRON 2006 (ELS)
 CK2229'RECOVERED IN GOOD CONDITION.
 CK2229
 CK2229                          STATION RECOVERY (2006)
 CK2229
 CK2229'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK2229'DESTRUCTION APPARENTLY CAUSED BE GRASS MOWING EQUIPMENT. CONCRETE POST
 CK2229'IS BROKEN OFF ABOUT 4 INCHES BELOW GROUND SURFACE. ACTUAL MARKER IS
 CK2229'NOT AT SITE.
 CK2229
 CK2229                          STATION RECOVERY (2006)
 CK2229
 CK2229'RECOVERY NOTE BY US POWER SQUADRON 2006 (ELS)
 CK2229'I SUBMITTED THIS MARK A FEW WEEKS AGO, BUT HAVE NOT RECEIVED CREDIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2230 ***********************************************************************
 CK2230  DESIGNATION -  7 126
 CK2230  PID         -  CK2230
 CK2230  STATE/COUNTY-  SC/BEAUFORT
 CK2230  USGS QUAD   -  BEAUFORT (1998)
 CK2230
 CK2230                         *CURRENT SURVEY CONTROL
 CK2230  ___________________________________________________________________
 CK2230* NAD 83(1986)-  32 23 37.     (N)    080 41 08.     (W)     SCALED    
 CK2230* NAVD 88     -         6.766  (meters)      22.20   (feet)  ADJUSTED  
 CK2230  ___________________________________________________________________
 CK2230  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2230  DYNAMIC HT  -           6.759 (meters)      22.18  (feet)  COMP
 CK2230  MODELED GRAV-     979,521.0   (mgal)                       NAVD 88
 CK2230
 CK2230  VERT ORDER  -  FIRST     CLASS II
 CK2230
 CK2230.The horizontal coordinates were scaled from a topographic map and have
 CK2230.an estimated accuracy of +/- 6 seconds.
 CK2230
 CK2230.The orthometric height was determined by differential leveling
 CK2230.and adjusted by the National Geodetic Survey in June 1991..
 CK2230
 CK2230.The geoid height was determined by GEOID03.
 CK2230
 CK2230.The dynamic height is computed by dividing the NAVD 88
 CK2230.geopotential number by the normal gravity value computed on the
 CK2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2230.degrees latitude (g = 980.6199 gals.).
 CK2230
 CK2230.The modeled gravity was interpolated from observed gravity values.
 CK2230
 CK2230;                    North         East    Units  Estimated Accuracy
 CK2230;SPC SC       -    62,180.      639,190.      MT  (+/- 180 meters Scaled)
 CK2230
 CK2230                          SUPERSEDED SURVEY CONTROL
 CK2230
 CK2230  NGVD 29 (03/21/89)    7.049  (m)           23.13   (f) ADJUSTED    1 2
 CK2230
 CK2230.Superseded values are not recommended for survey control.
 CK2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2230.See file dsdata.txt to determine how the superseded data were derived.
 CK2230
 CK2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR295841(NAD 83)
 CK2230_MARKER: DD = SURVEY DISK
 CK2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2230_SP_SET: CONCRETE POST
 CK2230_STAMPING: VERT 7 126 1982
 CK2230_MARK LOGO: SCGS  
 CK2230_PROJECTION: RECESSED 3 CENTIMETERS
 CK2230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2230+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK2230
 CK2230  HISTORY     - Date     Condition        Report By
 CK2230  HISTORY     - 1982     MONUMENTED       SCGS
 CK2230  HISTORY     - 1990     GOOD             USPSQD
 CK2230  HISTORY     - 19980619 GOOD             USPSQD
 CK2230  HISTORY     - 20030506 GOOD             SCGS
 CK2230  HISTORY     - 20060320 GOOD             USPSQD
 CK2230
 CK2230                          STATION DESCRIPTION
 CK2230
 CK2230'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2230'1.8 KM (1.1 MI) NE FROM PORT ROYAL.
 CK2230'5.4 KILOMETERS (3.35 MILES) SOUTH ALONG STATE HIGHWAY 281, FROM
 CK2230'THE JUNCTION OF U.S. HIGHWAY 21 IN BEAUFORT, SET JUST SOUTH OF STATE
 CK2230'HIGHWAY 280, NEAR A WIRE MASS FENCE UNDER A MAJOR POWER LINE CROSSING,
 CK2230'12.5 METERS (41.0 FEET) EAST NORTHEAST OF THE CENTER LINE OF THE
 CK2230'NORTHBOUND LANE OF HIGHWAY 281, 7.0 METERS (23.0 FEET) WEST SOUTHWEST
 CK2230'OF A POWER POLE, 25.0 METERS (82.0 FEET) SOUTH SOUTHWEST OF THE
 CK2230'SOUTHEAST CORNER OF A BUILDING, 0.9 METERS (3.0 FEET) NORTH
 CK2230'NORTHWEST OF A WIRE MASS FENCE, 7.0 METERS (23.0 FEET) NORTHEAST
 CK2230'OF THE NORTHWEST CORNER OF THE FENCE.
 CK2230'THE MARK IS 0.70 METERS  NNW FROM A WITNESS POST.
 CK2230'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 CK2230
 CK2230                          STATION RECOVERY (1990)
 CK2230
 CK2230'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2230'RECOVERED IN GOOD CONDITION.
 CK2230
 CK2230                          STATION RECOVERY (1998)
 CK2230
 CK2230'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2230'RECOVERED IN GOOD CONDITION.
 CK2230
 CK2230                          STATION RECOVERY (2003)
 CK2230
 CK2230'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2230'STATION IS LOCATED 2.7 MILES SOUTH SOUTHWEST OF BEAUFORT.
 CK2230'OWNERSHIP--SCDOT, DIRECTOR  OF PRECONSTRUCTION, P.O. BOX 191,
 CK2230'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK2230'JUNCTION OF U.S. HIGHWAY 21 (RIBAUT ROAD), STATE HIGHWAY  802 AND
 CK2230'WADDELL ROAD, 2.7 MILES SOUTH SOUTHWEST OF BEAUFORT, GO SOUTH ON
 CK2230'HIGHWAY  802 FOR 0.05 MILE TO THE STATION ON THE LEFT NEAR THE
 CK2230'NORTHWEST CORNER OF A CHAIN LINK  FENCE AROUND AN ELECTRICAL
 CK2230'SUBSTATION. STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL
 CK2230'WITH THE HIGHWAY, 7.0 FEET  EAST NORTHEAST OF A LARGE METAL POWER POLE
 CK2230'NUMBER 822634-1, 10.7 FEET  EAST OF THE EAST EDGE OF A CONCRETE
 CK2230'SIDEWALK, 12.0 FEET SOUTHEAST OF A TELEPHONE  JUNCTION BOX RP/451/77
 CK2230'1/2, 22.6 FEET WEST SOUTHWEST OF A POWER POLE 408940/P/L1, 63.2  FEET
 CK2230'SOUTH OF THE SOUTHWEST CORNER OF A METAL SIGN BASE FOR ADVANCE AUTO
 CK2230'PARTS,  2.5 FEET NORTH OF A WITNESS POST. RECOVERED BY T. HALL.
 CK2230
 CK2230                          STATION RECOVERY (2006)
 CK2230
 CK2230'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK2230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2231 ***********************************************************************
 CK2231  DESIGNATION -  7 127
 CK2231  PID         -  CK2231
 CK2231  STATE/COUNTY-  SC/BEAUFORT
 CK2231  USGS QUAD   -  BEAUFORT (1998)
 CK2231
 CK2231                         *CURRENT SURVEY CONTROL
 CK2231  ___________________________________________________________________
 CK2231* NAD 83(1986)-  32 23 18.     (N)    080 41 09.     (W)     SCALED    
 CK2231* NAVD 88     -         6.574  (meters)      21.57   (feet)  ADJUSTED  
 CK2231  ___________________________________________________________________
 CK2231  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2231  DYNAMIC HT  -           6.566 (meters)      21.54  (feet)  COMP
 CK2231  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 CK2231
 CK2231  VERT ORDER  -  FIRST     CLASS II
 CK2231
 CK2231.The horizontal coordinates were scaled from a topographic map and have
 CK2231.an estimated accuracy of +/- 6 seconds.
 CK2231
 CK2231.The orthometric height was determined by differential leveling
 CK2231.and adjusted by the National Geodetic Survey in June 1991..
 CK2231
 CK2231.The geoid height was determined by GEOID03.
 CK2231
 CK2231.The dynamic height is computed by dividing the NAVD 88
 CK2231.geopotential number by the normal gravity value computed on the
 CK2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2231.degrees latitude (g = 980.6199 gals.).
 CK2231
 CK2231.The modeled gravity was interpolated from observed gravity values.
 CK2231
 CK2231;                    North         East    Units  Estimated Accuracy
 CK2231;SPC SC       -    61,600.      639,160.      MT  (+/- 180 meters Scaled)
 CK2231
 CK2231                          SUPERSEDED SURVEY CONTROL
 CK2231
 CK2231  NGVD 29 (03/21/89)    6.856  (m)           22.49   (f) ADJUSTED    1 2
 CK2231
 CK2231.Superseded values are not recommended for survey control.
 CK2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2231.See file dsdata.txt to determine how the superseded data were derived.
 CK2231
 CK2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR295835(NAD 83)
 CK2231_MARKER: DD = SURVEY DISK
 CK2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2231_SP_SET: CONCRETE POST
 CK2231_STAMPING: VERT 7 127 1982
 CK2231_MARK LOGO: SCGS  
 CK2231_PROJECTION: FLUSH
 CK2231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2231+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 CK2231
 CK2231  HISTORY     - Date     Condition        Report By
 CK2231  HISTORY     - 1982     MONUMENTED       SCGS
 CK2231  HISTORY     - 19980304 GOOD             SCGS
 CK2231  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK2231  HISTORY     - 20030506 GOOD             SCGS
 CK2231  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2231  HISTORY     - 20060624 GOOD             USPSQD
 CK2231  HISTORY     - 20060624 GOOD             USPSQD
 CK2231
 CK2231                          STATION DESCRIPTION
 CK2231
 CK2231'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2231'1.3 KM (0.8 MI) NE FROM PORT ROYAL.
 CK2231'5.9 KILOMETERS (3.65 MILES) SOUTH ALONG STATE HIGHWAY 281, FROM
 CK2231'THE JUNCTION OF U.S. HIGHWAY 21 IN BEAUFORT, SET ON THE EAST
 CK2231'SIDE OF STATE HIGHWAY 281 IN THE BEAUFORT COUNTY PARK, 40.5
 CK2231'METERS (133.2 FEET) NORTH NORTHEAST OF A LONE PINE TREE, 33.5 METERS
 CK2231'(116.7 FEET) EAST OF POWER POLE NUMBER 4, 32.4 METERS (106.3 FEET)
 CK2231'EAST SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF
 CK2231'STATE HIGHWAY 281, 29.6 METERS (97.0 FEET) SOUTH SOUTHEAST
 CK2231'OF POWER LINE POLE NUMBER 3.
 CK2231'THE MARK IS 0.60 M BELOW THE HIGHWAY.
 CK2231
 CK2231                          STATION RECOVERY (1998)
 CK2231
 CK2231'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2231'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTH SOUTHWEST OF BEAUFORT, 0.8
 CK2231'MILE (1.3 KM) NORTHEAST OF PORT ROYAL OWNERSHIP--UNKNOWN.  TO REACH
 CK2231'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 21 BUSINESS AND 21
 CK2231'(RIBAUT AND BOUNDARY STREETS) , 1.0 MILE (1.6 KM) NORTHWEST OF THE
 CK2231'DOWNTOWN AREA OF BEAUFORT, GO SOUTH ON HIGHWAY 21 FOR 2.9 MILES (4.7
 CK2231'KM) TO THE JUNCTION OF STATE HIGHWAY 802, CONTINUE ON HIGHWAY 802 FOR
 CK2231'0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT IN A COUNTY PARK.
 CK2231'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.5 FEET
 CK2231'(0.5 M) BELOW THE HIGHWAY, 131.5 FEET (40.1 M) NORTH NORTHEAST OF A
 CK2231'2-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 116.0 FEET
 CK2231'(35.4 M) EAST OF A POWER POLE P86 1/2, 106.0 FEET (32.3 M) EAST
 CK2231'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 96.0
 CK2231'FEET (29.3 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER P86, 4.6 FEET
 CK2231'(1.4 M) WEST OF A WITNESS POST.  RECOVERED BY L.A.  LAPINE.
 CK2231
 CK2231                          STATION RECOVERY (1998)
 CK2231
 CK2231'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2231'MARK NOT FOUND.
 CK2231
 CK2231                          STATION RECOVERY (2003)
 CK2231
 CK2231'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2231'STATION IS LOCATED 3.0 MILES SOUTH SOUTHWEST OF BEAUFORT.
 CK2231'OWNERSHIP--BEAUFORT COUNTY,  NAVAL HERITAGE PARK. TO REACH THE STATION
 CK2231'FROM THE JUNCTION OF U.S. HIGHWAY 21 (RIBAUT ROAD), STATE HIGHWAY  802
 CK2231'AND WADDELL ROAD, 2.7 MILES SOUTH SOUTHWEST OF BEAUFORT, GO SOUTH ON
 CK2231'HIGHWAY  802 FOR 0.35 MILE TO THE STATION ON THE RIGHT IN THE NAVAL
 CK2231'HERITAGE PARK. STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 90.3
 CK2231'FEET SOUTHEAST OF THE  SOUTHEAST EDGE OF THE CURB OF THE HIGHWAY,
 CK2231'162.2 FEET NORTHWEST OF THE  NORTHWEST CORNER OF A LARGE CONCRETE PAD
 CK2231'OF AN OPEN AIR SKATEBOARD PARK,  97.7 FEET NORTH OF A WATER SPIGOT,
 CK2231'107.8 FEET SOUTH OF THE SOUTH CORNER POST  OF THE PARK SIGN, 1.2 FEET
 CK2231'WEST NORTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
 CK2231
 CK2231                          STATION RECOVERY (2005)
 CK2231
 CK2231'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2231'MARK NOT FOUND.
 CK2231
 CK2231                          STATION RECOVERY (2006)
 CK2231
 CK2231'RECOVERY NOTE BY US POWER SQUADRON 2006 (JAD)
 CK2231'GOOD DESCRIPTION EXCEPT THE WATER SPIGOT 97.7 FEET AWAY IS NOW GONE.
 CK2231'THERE IS A PIECE OF BENT PIPE AT THE SITE PROTRUDING ABOUT 6 INCHES.
 CK2231'THERE IS A NEW WATER SPIGOT OVER 200 FEET AWAY WHICH COULD CAUSE
 CK2231'CONFUSION.
 CK2231
 CK2231                          STATION RECOVERY (2006)
 CK2231
 CK2231'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK2231'THE REFERENCED SPIGOT HAS BEEN REMOVED, ONLY A BENT PIPE ABOUT 5
 CK2231'INCHES IS AT SITE.  THERE IS A NEW SPIGOT ABOUT 200 OR MORE FEET FROM
 CK2231'MARK. THERE IS A WITNESS POST AT MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2232 ***********************************************************************
 CK2232  DESIGNATION -  7 128
 CK2232  PID         -  CK2232
 CK2232  STATE/COUNTY-  SC/BEAUFORT
 CK2232  USGS QUAD   -  BEAUFORT (1998)
 CK2232
 CK2232                         *CURRENT SURVEY CONTROL
 CK2232  ___________________________________________________________________
 CK2232* NAD 83(1986)-  32 23 01.     (N)    080 41 31.     (W)     SCALED    
 CK2232* NAVD 88     -         7.797  (meters)      25.58   (feet)  ADJUSTED  
 CK2232  ___________________________________________________________________
 CK2232  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2232  DYNAMIC HT  -           7.788 (meters)      25.55  (feet)  COMP
 CK2232  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 CK2232
 CK2232  VERT ORDER  -  FIRST     CLASS II
 CK2232
 CK2232.The horizontal coordinates were scaled from a topographic map and have
 CK2232.an estimated accuracy of +/- 6 seconds.
 CK2232
 CK2232.The orthometric height was determined by differential leveling
 CK2232.and adjusted by the National Geodetic Survey in June 1991..
 CK2232
 CK2232.The geoid height was determined by GEOID03.
 CK2232
 CK2232.The dynamic height is computed by dividing the NAVD 88
 CK2232.geopotential number by the normal gravity value computed on the
 CK2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2232.degrees latitude (g = 980.6199 gals.).
 CK2232
 CK2232.The modeled gravity was interpolated from observed gravity values.
 CK2232
 CK2232;                    North         East    Units  Estimated Accuracy
 CK2232;SPC SC       -    61,070.      638,590.      MT  (+/- 180 meters Scaled)
 CK2232
 CK2232                          SUPERSEDED SURVEY CONTROL
 CK2232
 CK2232  NGVD 29 (03/21/89)    8.080  (m)           26.51   (f) ADJUSTED    1 2
 CK2232
 CK2232.Superseded values are not recommended for survey control.
 CK2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2232.See file dsdata.txt to determine how the superseded data were derived.
 CK2232
 CK2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR289829(NAD 83)
 CK2232_MARKER: DD = SURVEY DISK
 CK2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2232_SP_SET: CONCRETE POST
 CK2232_STAMPING: VERT 7 128 1982
 CK2232_MARK LOGO: SCGS  
 CK2232_PROJECTION: FLUSH
 CK2232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2232+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK2232
 CK2232  HISTORY     - Date     Condition        Report By
 CK2232  HISTORY     - 1982     MONUMENTED       SCGS
 CK2232  HISTORY     - 19980304 GOOD             SCGS
 CK2232  HISTORY     - 19980619 GOOD             USPSQD
 CK2232  HISTORY     - 20030506 GOOD             SCGS
 CK2232  HISTORY     - 20060320 GOOD             USPSQD
 CK2232
 CK2232                          STATION DESCRIPTION
 CK2232
 CK2232'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2232'0.6 KM (0.4 MI) NORTH FROM PORT ROYAL.
 CK2232'6.7 KILOMETERS (4.15 MILES) SOUTH ALONG STATE HIGHWAY 281, FROM
 CK2232'THE JUNCTION OF U.S. HIGHWAY 21 IN BEAUFORT, SET NEAR THE SOUTHWEST
 CK2232'CORNER OF AN EXXON FILLING STATION ON THE SOUTH SIDE OF HIGHWAY
 CK2232'281, 12.3 METERS (40.8 FEET) NORTHWEST OF THE CENTER LINE OF PARRIS
 CK2232'AVENUE, 10.1 METERS (33.1 FEET) WEST SOUTHWEST OF A POWER POLE WITH
 CK2232'ONE TRANSFORMER UNIT, 12.9 METERS (42.4 FEET) SOUTH SOUTHWEST
 CK2232'OF THE SOUTHWEST CORNER OF THE EXXON STATION, 18.7 METERS (61.7 FEET)
 CK2232'EAST SOUTHEAST OF A GROUP OF FIVE OAK TREES CONNECTED TOGETHER,
 CK2232'1.8 METERS (6.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF A
 CK2232'SIDEWALK.
 CK2232'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2232
 CK2232                          STATION RECOVERY (1998)
 CK2232
 CK2232'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2232'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTH SOUTHWEST OF BEAUFORT, 0.4
 CK2232'MILE (0.6 KM) NORTH OF PORT ROYAL.  OWNERSHIP--UNKNOWN.  TO REACH THE
 CK2232'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 21 BUSINESS AND 21 (RIBAUT
 CK2232'AND BOUNDARY STREETS) , 1.0 MILE (1.6 KM) NORTHWEST DOWNTOWN BEAUFORT,
 CK2232'GO SOUTH ON HIGHWAY 21 FOR 2.9 MILES (4.7 KM) TO THE JUNCTION OF STATE
 CK2232'HIGHWAY 802, CONTINUE ON HIGHWAY 802 FOR 1.25 MILES (2.01 KM) TO THE
 CK2232'STATION NEAR THE SOUTHWEST CORNER OF AN EXXON FILLING STATION ON THE
 CK2232'SOUTH SIDE OF THE HIGHWAY.  STATION IS A CONCRETE POST RECESSED 0.1
 CK2232'FOOT, (3.0 CM) 40.8 FEET (12.4 M) NORTHWEST OF THE CENTER OF PARRIS
 CK2232'AVENUE, 33.1 FEET (10.1 M) WEST SOUTHWEST OF A POWER POLE WITH A
 CK2232'TRANSFORMER, 42.4 FEET (12.9 M) SOUTH SOUTHWEST OF THE SOUTHWEST
 CK2232'CORNER OF THE EXXON STATION, 61.7 FEET (18.8 M) EAST SOUTHEAST OF A
 CK2232'GROUP OF FIVE OAK TREES CONNECTED TOGETHER, 6.0 FEET (1.8 M) NORTHWEST
 CK2232'OF THE CENTER OF A SIDEWALK. RECOVERED BY L.A.  LAPINE.
 CK2232
 CK2232                          STATION RECOVERY (1998)
 CK2232
 CK2232'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2232'RECOVERED IN GOOD CONDITION.
 CK2232
 CK2232                          STATION RECOVERY (2003)
 CK2232
 CK2232'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2232'STATION IS LOCATED IN PORT ROYAL, 3.8 MILES SOUTH SOUTHWEST OF
 CK2232'BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2232'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK2232'FROM THE JUNCTION OF U.S. HIGHWAY 21 (RIBAUT ROAD), STATE HIGHWAY  802
 CK2232'AND WADDELL ROAD, 2.7 MILES SOUTH SOUTHWEST OF BEAUFORT, GO SOUTH ON
 CK2232'HIGHWAY  802 FOR 0.8 MILE TO THE JUNCTION OF PARIS AVENUE, TURN LEFT
 CK2232'ON PARIS AVENUE FOR 0.05 MILE  TO THE STATION ON THE RIGHT NEAR THE
 CK2232'SOUTH CORNER OF A BRICK GAS STATION (EXXON). STATION IS A CONCRETE
 CK2232'POST FLUSH WITH THE GROUND LEVEL WITH THE SIDEWALK, 42.2 FEET  SOUTH
 CK2232'SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING, 3.6 FEET NORTHWEST OF
 CK2232'THE  NORTHWEST EDGE OF THE CONCRETE SIDEWALK, 32.7 FEET SOUTH
 CK2232'SOUTHWEST OF A POWER POLE  NUMBER 331147/552/1 WITH A TRANSFORMER,
 CK2232'34.0 FEET SOUTHWEST OF A METAL SECURITY  LIGHT POLE WITH TWO SECURITY
 CK2232'LIGHTS. RECOVERED BY T. HALL.
 CK2232
 CK2232                          STATION RECOVERY (2006)
 CK2232
 CK2232'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK2232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2233 ***********************************************************************
 CK2233  DESIGNATION -  7 129
 CK2233  PID         -  CK2233
 CK2233  STATE/COUNTY-  SC/BEAUFORT
 CK2233  USGS QUAD   -  BEAUFORT (1998)
 CK2233
 CK2233                         *CURRENT SURVEY CONTROL
 CK2233  ___________________________________________________________________
 CK2233* NAD 83(1986)-  32 23 01.     (N)    080 42 09.     (W)     SCALED    
 CK2233* NAVD 88     -         7.327  (meters)      24.04   (feet)  ADJUSTED  
 CK2233  ___________________________________________________________________
 CK2233  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2233  DYNAMIC HT  -           7.319 (meters)      24.01  (feet)  COMP
 CK2233  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 CK2233
 CK2233  VERT ORDER  -  FIRST     CLASS II
 CK2233
 CK2233.The horizontal coordinates were scaled from a topographic map and have
 CK2233.an estimated accuracy of +/- 6 seconds.
 CK2233
 CK2233.The orthometric height was determined by differential leveling
 CK2233.and adjusted by the National Geodetic Survey in June 1991..
 CK2233
 CK2233.The geoid height was determined by GEOID03.
 CK2233
 CK2233.The dynamic height is computed by dividing the NAVD 88
 CK2233.geopotential number by the normal gravity value computed on the
 CK2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2233.degrees latitude (g = 980.6199 gals.).
 CK2233
 CK2233.The modeled gravity was interpolated from observed gravity values.
 CK2233
 CK2233;                    North         East    Units  Estimated Accuracy
 CK2233;SPC SC       -    61,070.      637,600.      MT  (+/- 180 meters Scaled)
 CK2233
 CK2233                          SUPERSEDED SURVEY CONTROL
 CK2233
 CK2233  NGVD 29 (03/21/89)    7.610  (m)           24.97   (f) ADJUSTED    1 2
 CK2233
 CK2233.Superseded values are not recommended for survey control.
 CK2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2233.See file dsdata.txt to determine how the superseded data were derived.
 CK2233
 CK2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR279829(NAD 83)
 CK2233_MARKER: DD = SURVEY DISK
 CK2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2233_SP_SET: CONCRETE POST
 CK2233_STAMPING: VERT 7 129 1982
 CK2233_MARK LOGO: SCGS  
 CK2233_PROJECTION: RECESSED 5 CENTIMETERS
 CK2233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2233+STABILITY: SURFACE MOTION
 CK2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2233+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK2233
 CK2233  HISTORY     - Date     Condition        Report By
 CK2233  HISTORY     - 1982     MONUMENTED       SCGS
 CK2233  HISTORY     - 1990     GOOD             USPSQD
 CK2233  HISTORY     - 19980619 GOOD             USPSQD
 CK2233  HISTORY     - 19980715 GOOD             SCGS
 CK2233  HISTORY     - 20030506 GOOD             SCGS
 CK2233  HISTORY     - 20060320 GOOD             USPSQD
 CK2233
 CK2233                          STATION DESCRIPTION
 CK2233
 CK2233'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2233'1.1 KM (0.7 MI) NW FROM PORT ROYAL.
 CK2233'7.7 KILOMETERS (4.8 MILES) SOUTH ALONG STATE HIGHWAY 281, FROM
 CK2233'THE JUNCTION OF U.S. HIGHWAY 21 IN BEAUFORT, SET JUST PAST A
 CK2233'RAILROAD CROSSING ON THE SOUTH SIDE OF 281 NEAR THE NORTHEAST
 CK2233'CORNER OF A SMALL OFFICE BUILDING, 17.5 METERS (57.9 FEET)
 CK2233'SOUTH SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF
 CK2233'HIGHWAY 281, 21.9 METERS (72.4 FEET)EAST SOUTHEAST OF A POWER
 CK2233'POLE WITH A TRANSFORMER AND A STREET LIGHT, 17.8 METERS (58.9 FEET)
 CK2233'NORTHWEST OF A DOUBLE TRUNK OAK TREE, 2.7 METERS (9.0 FEET) EAST
 CK2233'OF THE NORTHEAST CORNER OF THE OFFICE BUILDING.
 CK2233'THE MARK IS 0.60 M BELOW THE HIGHWAY.
 CK2233
 CK2233                          STATION RECOVERY (1990)
 CK2233
 CK2233'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2233'RECOVERED IN GOOD CONDITION.
 CK2233
 CK2233                          STATION RECOVERY (1998)
 CK2233
 CK2233'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2233'RECOVERED IN GOOD CONDITION.
 CK2233
 CK2233                          STATION RECOVERY (1998)
 CK2233
 CK2233'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2233'RECOVERED AS DESCRIBED.
 CK2233
 CK2233                          STATION RECOVERY (2003)
 CK2233
 CK2233'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2233'STATION IS LOCATED 3.8 MILES SOUTH SOUTHWEST OF BEAUFORT.
 CK2233'OWNERSHIP--GMC MORTGAGES  SVCS, 1857 REBAUT ROAD, BEAUFORT, SC 29935,
 CK2233'PHONE 843-524-2404. TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK2233'HIGHWAYS 280 (SAVANNAH HIGHWAY) AND  802 (PARRIS ISLAND GATEWAY), 5.0
 CK2233'MILES SOUTHWEST OF BEAUFORT, GO SOUTHEAST ON  HIGHWAY 802 FOR 2.2
 CK2233'MILES TO THE STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF A
 CK2233'SMALL OFFICE BUILDING IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 CK2233'ROAD 528  (BERKELEY COURT). STATION IS A CONCRETE POST RECESSED 0.2
 CK2233'FOOT, 8.4 FEET EAST OF THE NORTHEAST CORNER OF  THE BUILDING, 44.2
 CK2233'FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY CURB, 63.0 FEET NORTH
 CK2233'NORTHWEST OF A SECURITY LIGHT POLE NUMBER 405446, 89.5 FEET EAST OF
 CK2233'THE CENTER OF ROAD  528. RECOVERED BY T. HALL.
 CK2233
 CK2233                          STATION RECOVERY (2006)
 CK2233
 CK2233'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2241 ***********************************************************************
 CK2241  DESIGNATION -  7 130
 CK2241  PID         -  CK2241
 CK2241  STATE/COUNTY-  SC/BEAUFORT
 CK2241  USGS QUAD   -  BEAUFORT (1998)
 CK2241
 CK2241                         *CURRENT SURVEY CONTROL
 CK2241  ___________________________________________________________________
 CK2241* NAD 83(1986)-  32 26 22.     (N)    080 40 32.     (W)     SCALED    
 CK2241* NAVD 88     -         6.431  (meters)      21.10   (feet)  ADJUSTED  
 CK2241  ___________________________________________________________________
 CK2241  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2241  DYNAMIC HT  -           6.424 (meters)      21.08  (feet)  COMP
 CK2241  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 CK2241
 CK2241  VERT ORDER  -  FIRST     CLASS II
 CK2241
 CK2241.The horizontal coordinates were scaled from a topographic map and have
 CK2241.an estimated accuracy of +/- 6 seconds.
 CK2241
 CK2241.The orthometric height was determined by differential leveling
 CK2241.and adjusted by the National Geodetic Survey in June 1991..
 CK2241
 CK2241.The geoid height was determined by GEOID03.
 CK2241
 CK2241.The dynamic height is computed by dividing the NAVD 88
 CK2241.geopotential number by the normal gravity value computed on the
 CK2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2241.degrees latitude (g = 980.6199 gals.).
 CK2241
 CK2241.The modeled gravity was interpolated from observed gravity values.
 CK2241
 CK2241;                    North         East    Units  Estimated Accuracy
 CK2241;SPC SC       -    67,270.      640,110.      MT  (+/- 180 meters Scaled)
 CK2241
 CK2241                          SUPERSEDED SURVEY CONTROL
 CK2241
 CK2241  NGVD 29 (03/21/89)    6.714  (m)           22.03   (f) ADJUSTED    1 2
 CK2241
 CK2241.Superseded values are not recommended for survey control.
 CK2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2241.See file dsdata.txt to determine how the superseded data were derived.
 CK2241
 CK2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR304891(NAD 83)
 CK2241_MARKER: DB = BENCH MARK DISK
 CK2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2241_SP_SET: CONCRETE POST
 CK2241_STAMPING: VERT 7 130 1982
 CK2241_MARK LOGO: SCGS  
 CK2241_PROJECTION: FLUSH
 CK2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2241
 CK2241  HISTORY     - Date     Condition        Report By
 CK2241  HISTORY     - 1982     MONUMENTED       SCGS
 CK2241  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK2241  HISTORY     - 20040930 MARK NOT FOUND   USPSQD
 CK2241
 CK2241                          STATION DESCRIPTION
 CK2241
 CK2241'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2241'IN BEAUFORT.
 CK2241'1.0 KIOLMETERS (O.6 MILES) EAST ALONG U.S. HIGHWAY 21 (BOUNDARY
 CK2241'STREET), FROM THE JUNCTION OF STATE HIGHWAY 281 IN BEAUFORT, SET
 CK2241'IN THE FRONT YARD OF THE CENTRY 21 REALTY COMPANY, 20.0 METERS
 CK2241'(65.8 FEET) WEST OF COUNTY ROAD S-7-101 (CHURCH STREET),
 CK2241'14.5 METERS (47.7 FEET) NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 CK2241'21 (BOUNDRY STREET), 10.5 METERS (34.6 FEET) WEST SOUTHWEST OF
 CK2241'THE SOUTHEAST CORNER OF THE BUILDING, 4.1 METERS (13.8 FEET)
 CK2241'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 3.2 METERS
 CK2241'(10.5 FEET) EAST OF THE EAST EDGE OF A PAVED PARKING LOT.
 CK2241'THE MARK IS 0.30 M ABOVE THE ROAD.
 CK2241
 CK2241                          STATION RECOVERY (1998)
 CK2241
 CK2241'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2241'MARK NOT FOUND.
 CK2241
 CK2241                          STATION RECOVERY (2004)
 CK2241
 CK2241'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK2241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2242 ***********************************************************************
 CK2242  DESIGNATION -  7 131
 CK2242  PID         -  CK2242
 CK2242  STATE/COUNTY-  SC/BEAUFORT
 CK2242  USGS QUAD   -  BEAUFORT (1998)
 CK2242
 CK2242                         *CURRENT SURVEY CONTROL
 CK2242  ___________________________________________________________________
 CK2242* NAD 83(1986)-  32 26 10.     (N)    080 40 09.     (W)     SCALED    
 CK2242* NAVD 88     -         3.099  (meters)      10.17   (feet)  ADJUSTED  
 CK2242  ___________________________________________________________________
 CK2242  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2242  DYNAMIC HT  -           3.096 (meters)      10.16  (feet)  COMP
 CK2242  MODELED GRAV-     979,528.9   (mgal)                       NAVD 88
 CK2242
 CK2242  VERT ORDER  -  FIRST     CLASS II
 CK2242
 CK2242.The horizontal coordinates were scaled from a topographic map and have
 CK2242.an estimated accuracy of +/- 6 seconds.
 CK2242
 CK2242.The orthometric height was determined by differential leveling
 CK2242.and adjusted by the National Geodetic Survey in June 1991..
 CK2242
 CK2242.The geoid height was determined by GEOID03.
 CK2242
 CK2242.The dynamic height is computed by dividing the NAVD 88
 CK2242.geopotential number by the normal gravity value computed on the
 CK2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2242.degrees latitude (g = 980.6199 gals.).
 CK2242
 CK2242.The modeled gravity was interpolated from observed gravity values.
 CK2242
 CK2242;                    North         East    Units  Estimated Accuracy
 CK2242;SPC SC       -    66,900.      640,710.      MT  (+/- 180 meters Scaled)
 CK2242
 CK2242                          SUPERSEDED SURVEY CONTROL
 CK2242
 CK2242  NGVD 29 (03/21/89)    3.381  (m)           11.09   (f) ADJUSTED    1 2
 CK2242
 CK2242.Superseded values are not recommended for survey control.
 CK2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2242.See file dsdata.txt to determine how the superseded data were derived.
 CK2242
 CK2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR311888(NAD 83)
 CK2242_MARKER: DD = SURVEY DISK
 CK2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2242_SP_SET: CONCRETE POST
 CK2242_STAMPING: VERT 7 131 1982
 CK2242_MARK LOGO: SCGS  
 CK2242_PROJECTION: RECESSED 25 CENTIMETERS
 CK2242_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2242+STABILITY: SURFACE MOTION
 CK2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2242+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CK2242
 CK2242  HISTORY     - Date     Condition        Report By
 CK2242  HISTORY     - 1982     MONUMENTED       SCGS
 CK2242  HISTORY     - 19950217 GOOD             SCGS
 CK2242  HISTORY     - 20051029 GOOD             USPSQD
 CK2242
 CK2242                          STATION DESCRIPTION
 CK2242
 CK2242'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2242'IN BEAUFORT.
 CK2242'1.5 KILOMETERS (0.95 MILE) EAST ALONG U.S. HIGHWAY 21 (BOUNDARY
 CK2242'STREET) FROM THE JUNCTION OF STATE HIGHWAY 281, AT BEAUFORT, THENCE
 CK2242'0.3 KILOMETER (0.2 MILE) SOUTH ALONG CARTERET STREET (U.S. HIGHWAY
 CK2242'21), 33.5 METERS (110.0 FEET) EAST OF THE CENTER LINE OF
 CK2242'CARTERET STREET, 36.8 METERS (121.4 FEET) SOUTH OF THE SOUTH
 CK2242'PIER IN FRONT OF THE UNIVERSITY OF SOUTH CAROLINA BUILDING
 CK2242'(BEAUFORT CAMPUS), 13.4 METERS (44.0 FEET) NORTH OF THE APPROXIMATE
 CK2242'CENTER OF DUKE STREET, 2.3 METERS (7.8 FEET) NORTH NORTHWEST
 CK2242'OF THE SOUTHWEST CORNER OF THE BRICK BUILDING JUST SOUTH OF MAIN
 CK2242'BUILDING, 0.9 METER (3.0 FEET) WEST OF THE WEST FACE OF THE
 CK2242'SOUTH BUILDING.
 CK2242'THE MARK IS ABOVE LEVEL WITH DUKE STREET.
 CK2242
 CK2242                          STATION RECOVERY (1995)
 CK2242
 CK2242'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2242'STATION IS LOCATED IN BEAUFORT.  OWNERSHIP--UNIVERSITY OF SOUTH
 CK2242'CAROLINA, BEAUFORT CAMPUS, P.O.  BOX 1007, BEAUFORT, SC 29902, PHONE
 CK2242'803-524-7112.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  21
 CK2242'BUSINESS (BOUNDARY STREET) , U.S.  HIGHWAY 21 (RIBAUT ROAD) AND STATE
 CK2242'ROAD 167 AT THE NORTHWEST EDGE OF BEAUFORT, GO EAST SOUTHEAST ON
 CK2242'HIGHWAY 21 BUSINESS FOR 1.15 MILES (1.85 KM) TO THE STATION NEAR THE
 CK2242'SOUTHWEST CORNER OF A BRICK BUILDING (PART OF USC CAMPUS) IN THE
 CK2242'NORTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 54 (DUKE STREET) .
 CK2242'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH
 CK2242'ROAD 54, 112.5 FEET (34.3 M) EAST OF THE CENTER OF THE HIGHWAY, 42.5
 CK2242'FEET (13.0 M) NORTH OF THE CENTER OF THE ROAD, 2.5 FEET (0.8 M) WEST
 CK2242'OF THE WEST WALL OF THE BUILDING, 7.8 FEET (2.4 M) NORTH NORTHWEST OF
 CK2242'THE SOUTHWEST CORNER OF THE BRICK BUILDING.  RECOVERED BY R.W.
 CK2242'ROBERTS.
 CK2242
 CK2242                          STATION RECOVERY (2005)
 CK2242
 CK2242'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2238 ***********************************************************************
 CK2238  DESIGNATION -  7 132
 CK2238  PID         -  CK2238
 CK2238  STATE/COUNTY-  SC/BEAUFORT
 CK2238  USGS QUAD   -  BEAUFORT (1998)
 CK2238
 CK2238                         *CURRENT SURVEY CONTROL
 CK2238  ___________________________________________________________________
 CK2238* NAD 83(1986)-  32 25 11.     (N)    080 39 46.     (W)     SCALED    
 CK2238* NAVD 88     -         4.625  (meters)      15.17   (feet)  ADJUSTED  
 CK2238  ___________________________________________________________________
 CK2238  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2238  DYNAMIC HT  -           4.620 (meters)      15.16  (feet)  COMP
 CK2238  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 CK2238
 CK2238  VERT ORDER  -  FIRST     CLASS II
 CK2238
 CK2238.The horizontal coordinates were scaled from a topographic map and have
 CK2238.an estimated accuracy of +/- 6 seconds.
 CK2238
 CK2238.The orthometric height was determined by differential leveling
 CK2238.and adjusted by the National Geodetic Survey in June 1991..
 CK2238
 CK2238.The geoid height was determined by GEOID03.
 CK2238
 CK2238.The dynamic height is computed by dividing the NAVD 88
 CK2238.geopotential number by the normal gravity value computed on the
 CK2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2238.degrees latitude (g = 980.6199 gals.).
 CK2238
 CK2238.The modeled gravity was interpolated from observed gravity values.
 CK2238
 CK2238;                    North         East    Units  Estimated Accuracy
 CK2238;SPC SC       -    65,090.      641,320.      MT  (+/- 180 meters Scaled)
 CK2238
 CK2238                          SUPERSEDED SURVEY CONTROL
 CK2238
 CK2238  NGVD 29 (03/21/89)    4.907  (m)           16.10   (f) ADJUSTED    1 2
 CK2238
 CK2238.Superseded values are not recommended for survey control.
 CK2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2238.See file dsdata.txt to determine how the superseded data were derived.
 CK2238
 CK2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR317870(NAD 83)
 CK2238_MARKER: DB = BENCH MARK DISK
 CK2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2238_SP_SET: CONCRETE POST
 CK2238_STAMPING: VERT 7 132 1982
 CK2238_MARK LOGO: SCGS  
 CK2238_PROJECTION: FLUSH
 CK2238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2238
 CK2238  HISTORY     - Date     Condition        Report By
 CK2238  HISTORY     - 1982     MONUMENTED       SCGS
 CK2238  HISTORY     - 1990     GOOD             USPSQD
 CK2238  HISTORY     - 19980620 GOOD             USPSQD
 CK2238  HISTORY     - 20051029 MARK NOT FOUND   USPSQD
 CK2238
 CK2238                          STATION DESCRIPTION
 CK2238
 CK2238'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2238'2.4 KM (1.5 MI) SE FROM BEAUFORT.
 CK2238'1.4 KILOMETERS (0.9 MILE) NORTHWEST ALONG U.S. HIGHWAY 21 FROM
 CK2238'THE JUNCTION OF STATE HIGHWAY 802, JUST SOUTHEAST OF BEAUFORT,
 CK2238'SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD
 CK2238'S-7-36, IN BETWEEN TWO 24 INCH PINE TREES, 19.4 METERS (63.7 FEET)
 CK2238'EAST SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD S-7-36, 29.5
 CK2238'METERS (97.3 FEET) NORTH NORTHEAST OF A POWER POLE NUMBER P112,
 CK2238'15.5 METERS (50.5 FEET) SOUTH SOUTHWEST OF THE CENTER LINE OF
 CK2238'U.S. HIGHWAY 21, 4.5 METERS (15.0 FEET) WEST SOUTHWEST OF THE
 CK2238'NORTHWEST CORNER OF A CHAIN LINK FENCE, 1.5 METERS (5.3 FEET)
 CK2238'SOUTHEAST OF A 24 INCH PINE TREE, 2.0 METERS (6.8 FEET) NORTH OF
 CK2238'A 24 INCH PINE TREE.
 CK2238'THE MARK IS 1.70 METERS  NW FROM A WITNESS POST.
 CK2238'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 21.
 CK2238
 CK2238                          STATION RECOVERY (1990)
 CK2238
 CK2238'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2238'RECOVERED IN GOOD CONDITION.
 CK2238
 CK2238                          STATION RECOVERY (1998)
 CK2238
 CK2238'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2238'RECOVERED IN GOOD CONDITION.
 CK2238
 CK2238                          STATION RECOVERY (2005)
 CK2238
 CK2238'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2238'A BANK ATM HAS BEEN BUILT ON THE LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2249 ***********************************************************************
 CK2249  DESIGNATION -  7 133
 CK2249  PID         -  CK2249
 CK2249  STATE/COUNTY-  SC/BEAUFORT
 CK2249  USGS QUAD   -  BEAUFORT (1998)
 CK2249
 CK2249                         *CURRENT SURVEY CONTROL
 CK2249  ___________________________________________________________________
 CK2249* NAD 83(1986)-  32 24 59.     (N)    080 39 17.     (W)     SCALED    
 CK2249* NAVD 88     -         5.311  (meters)      17.42   (feet)  ADJUSTED  
 CK2249  ___________________________________________________________________
 CK2249  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2249  DYNAMIC HT  -           5.305 (meters)      17.40  (feet)  COMP
 CK2249  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 CK2249
 CK2249  VERT ORDER  -  FIRST     CLASS II
 CK2249
 CK2249.The horizontal coordinates were scaled from a topographic map and have
 CK2249.an estimated accuracy of +/- 6 seconds.
 CK2249
 CK2249.The orthometric height was determined by differential leveling
 CK2249.and adjusted by the National Geodetic Survey in June 1991..
 CK2249
 CK2249.The geoid height was determined by GEOID03.
 CK2249
 CK2249.The dynamic height is computed by dividing the NAVD 88
 CK2249.geopotential number by the normal gravity value computed on the
 CK2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2249.degrees latitude (g = 980.6199 gals.).
 CK2249
 CK2249.The modeled gravity was interpolated from observed gravity values.
 CK2249
 CK2249;                    North         East    Units  Estimated Accuracy
 CK2249;SPC SC       -    64,720.      642,080.      MT  (+/- 180 meters Scaled)
 CK2249
 CK2249                          SUPERSEDED SURVEY CONTROL
 CK2249
 CK2249  NGVD 29 (03/21/89)    5.593  (m)           18.35   (f) ADJUSTED    1 2
 CK2249
 CK2249.Superseded values are not recommended for survey control.
 CK2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2249.See file dsdata.txt to determine how the superseded data were derived.
 CK2249
 CK2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR324866(NAD 83)
 CK2249_MARKER: DB = BENCH MARK DISK
 CK2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2249_SP_SET: CONCRETE POST
 CK2249_STAMPING: VERT 7 133 1982
 CK2249_MARK LOGO: SCGS  
 CK2249_PROJECTION: FLUSH
 CK2249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2249
 CK2249  HISTORY     - Date     Condition        Report By
 CK2249  HISTORY     - 1982     MONUMENTED       SCGS
 CK2249  HISTORY     - 1983     GOOD             SCGS
 CK2249  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2249  HISTORY     - 19980620 MARK NOT FOUND   USPSQD
 CK2249  HISTORY     - 20040930 MARK NOT FOUND   USPSQD
 CK2249
 CK2249                          STATION DESCRIPTION
 CK2249
 CK2249'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2249'3.4 KM (2.1 MI) SE FROM BEAUFORT.
 CK2249'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG U.S. 21 FROM THE
 CK2249'JUNCTION OF STATE HIGHWAY 802, JUST SOUTHEAST OF BEAUFORT,
 CK2249'SET ON THE NORTH SIDE OF THE HIGHWAY NEAR A ROW OF BUSHES AND TREES,
 CK2249'22.3 METERS (73.1 FEET) NORTH NORTHEAST OF THE CENTER LINE OF
 CK2249'U.S. HIGHWAY 21, 4.4 METERS (14.9 FEET) NORTH OF A POWER LINE
 CK2249'POLE NUMBER 226993, 35.4 METERS (116.4 FEET) SOUTH SOUTHWEST
 CK2249'OF THE SOUTHEAST CORNER OF A STONE HOUSE, 6.9 METERS (22.7 FEET)
 CK2249'WEST NORTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING
 CK2249'TO THE HOUSE.
 CK2249'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CK2249
 CK2249                          STATION RECOVERY (1983)
 CK2249
 CK2249'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2249'RECOVERED IN GOOD CONDITION.
 CK2249
 CK2249                          STATION RECOVERY (1990)
 CK2249
 CK2249'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2249'MARK NOT FOUND.
 CK2249
 CK2249                          STATION RECOVERY (1998)
 CK2249
 CK2249'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2249'MARK NOT FOUND.
 CK2249
 CK2249                          STATION RECOVERY (2004)
 CK2249
 CK2249'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK2249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2250 ***********************************************************************
 CK2250  DESIGNATION -  7 134
 CK2250  PID         -  CK2250
 CK2250  STATE/COUNTY-  SC/BEAUFORT
 CK2250  USGS QUAD   -  BEAUFORT (1998)
 CK2250
 CK2250                         *CURRENT SURVEY CONTROL
 CK2250  ___________________________________________________________________
 CK2250* NAD 83(1986)-  32 24 49.     (N)    080 39 01.     (W)     SCALED    
 CK2250* NAVD 88     -         4.293  (meters)      14.08   (feet)  ADJUSTED  
 CK2250  ___________________________________________________________________
 CK2250  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2250  DYNAMIC HT  -           4.288 (meters)      14.07  (feet)  COMP
 CK2250  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 CK2250
 CK2250  VERT ORDER  -  FIRST     CLASS II
 CK2250
 CK2250.The horizontal coordinates were scaled from a topographic map and have
 CK2250.an estimated accuracy of +/- 6 seconds.
 CK2250
 CK2250.The orthometric height was determined by differential leveling
 CK2250.and adjusted by the National Geodetic Survey in June 1991..
 CK2250
 CK2250.The geoid height was determined by GEOID03.
 CK2250
 CK2250.The dynamic height is computed by dividing the NAVD 88
 CK2250.geopotential number by the normal gravity value computed on the
 CK2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2250.degrees latitude (g = 980.6199 gals.).
 CK2250
 CK2250.The modeled gravity was interpolated from observed gravity values.
 CK2250
 CK2250;                    North         East    Units  Estimated Accuracy
 CK2250;SPC SC       -    64,410.      642,500.      MT  (+/- 180 meters Scaled)
 CK2250
 CK2250                          SUPERSEDED SURVEY CONTROL
 CK2250
 CK2250  NGVD 29 (03/21/89)    4.574  (m)           15.01   (f) ADJUSTED    1 2
 CK2250
 CK2250.Superseded values are not recommended for survey control.
 CK2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2250.See file dsdata.txt to determine how the superseded data were derived.
 CK2250
 CK2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR328863(NAD 83)
 CK2250_MARKER: DB = BENCH MARK DISK
 CK2250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2250_SP_SET: STAINLESS STEEL ROD
 CK2250_STAMPING: VERT 7 134 1982
 CK2250_MARK LOGO: SCGS  
 CK2250_PROJECTION: FLUSH
 CK2250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2250+STABILITY: POSITION/ELEVATION WELL
 CK2250_ROD/PIPE-DEPTH: 12.2 meters
 CK2250
 CK2250  HISTORY     - Date     Condition        Report By
 CK2250  HISTORY     - 1982     MONUMENTED       SCGS
 CK2250  HISTORY     - 1983     GOOD             SCGS
 CK2250  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2250  HISTORY     - 19980620 GOOD             USPSQD
 CK2250
 CK2250                          STATION DESCRIPTION
 CK2250
 CK2250'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2250'4.0 KM (2.4 MI) SE FROM BEAUFORT.
 CK2250'AT THE JUNCTION OF U.S HIGHWAY 21 AND STATE HIGHWAY 802, JUST
 CK2250'SOUTHEAST OF BEAUFORT, SET IN THE NORTHWEST ANGLE OF THE INTERSECTION,
 CK2250'NEAR A ONE STORY WOODEN OFFICE BUILDING, 11.3 METERS  (37.3 FEET)
 CK2250'SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST BOUND LANE OF HIGHWAY
 CK2250'21, 58.0 METERS (190.5 FEET) NORTHWEST OF THE APPROXIMATE CENTER
 CK2250'OF STATE HIGHWAY 802, 14.9 METERS (49.0 FEET) NORTH NORTHEAST OF
 CK2250'THE NORTHWEST CORNER OF THE OFFICE BUILDING, 10.1 METERS
 CK2250'(33.7 FEET) SOUTH SOUTHEAST OF  A POWER LINE POLE.
 CK2250'THE MARK IS 1.1 METERS  WSW FROM A WITNESS POST.
 CK2250'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CK2250
 CK2250                          STATION RECOVERY (1983)
 CK2250
 CK2250'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2250'RECOVERED IN GOOD CONDITION.
 CK2250
 CK2250                          STATION RECOVERY (1990)
 CK2250
 CK2250'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2250'MARK NOT FOUND.
 CK2250
 CK2250                          STATION RECOVERY (1998)
 CK2250
 CK2250'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2369 ***********************************************************************
 CK2369  DESIGNATION -  7 135
 CK2369  PID         -  CK2369
 CK2369  STATE/COUNTY-  SC/BEAUFORT
 CK2369  USGS QUAD   -  FROGMORE (1956)
 CK2369
 CK2369                         *CURRENT SURVEY CONTROL
 CK2369  ___________________________________________________________________
 CK2369* NAD 83(1986)-  32 27 00.     (N)    080 37 11.     (W)     SCALED    
 CK2369* NAVD 88     -         5.051  (meters)      16.57   (feet)  ADJUSTED  
 CK2369  ___________________________________________________________________
 CK2369  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2369  DYNAMIC HT  -           5.045 (meters)      16.55  (feet)  COMP
 CK2369  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CK2369
 CK2369  VERT ORDER  -  FIRST     CLASS II
 CK2369
 CK2369.The horizontal coordinates were scaled from a topographic map and have
 CK2369.an estimated accuracy of +/- 6 seconds.
 CK2369
 CK2369.The orthometric height was determined by differential leveling
 CK2369.and adjusted by the National Geodetic Survey in June 1991..
 CK2369
 CK2369.The geoid height was determined by GEOID03.
 CK2369
 CK2369.The dynamic height is computed by dividing the NAVD 88
 CK2369.geopotential number by the normal gravity value computed on the
 CK2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2369.degrees latitude (g = 980.6199 gals.).
 CK2369
 CK2369.The modeled gravity was interpolated from observed gravity values.
 CK2369
 CK2369;                    North         East    Units  Estimated Accuracy
 CK2369;SPC SC       -    68,460.      645,360.      MT  (+/- 180 meters Scaled)
 CK2369
 CK2369                          SUPERSEDED SURVEY CONTROL
 CK2369
 CK2369  NGVD 29 (03/21/89)    5.333  (m)           17.50   (f) ADJUSTED    1 2
 CK2369
 CK2369.Superseded values are not recommended for survey control.
 CK2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2369.See file dsdata.txt to determine how the superseded data were derived.
 CK2369
 CK2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR357903(NAD 83)
 CK2369_MARKER: DB = BENCH MARK DISK
 CK2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2369_SP_SET: CONCRETE POST
 CK2369_STAMPING: VERT 7 135 1982
 CK2369_MARK LOGO: SCGS  
 CK2369_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2369+STABILITY: SURFACE MOTION
 CK2369
 CK2369  HISTORY     - Date     Condition        Report By
 CK2369  HISTORY     - 1982     MONUMENTED       SCGS
 CK2369  HISTORY     - 1990     GOOD             USPSQD
 CK2369  HISTORY     - 19980620 GOOD             USPSQD
 CK2369
 CK2369                          STATION DESCRIPTION
 CK2369
 CK2369'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2369'6.2 KM (3.8 MI) EAST FROM BEAUFORT.
 CK2369'3.9 KILOMETERS (2.4 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2369'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 1.3
 CK2369'KILOMETERS (0.8 MILE) EAST ALONG COUNTY ROAD S-7-112, THENCE 1.0
 CK2369'KILOMETER (0.6 MILE) NORTHEAST ALONG COUNTY ROAD S-7-254, SET NEAR A
 CK2369'POWER POLE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD
 CK2369'S-7-717, 19.5 METERS (64.0 FEET) SOUTHEAST OF THE CENTERLINE OF COUNTY
 CK2369'ROAD S-7-254, 9.4 METERS (31.0 FEET) NORTH-NORTHEAST OF THE
 CK2369'APPROXIMATE CENTER OF COUNTY ROAD S-7-717, 10.4 METERS (34.0 FEET)
 CK2369'WEST-SOUTHWEST OF A 12-INCH BLAZED PINE TREE, 3.8 METERS (12.6 FEET)
 CK2369'NORTHWEST OF POWER POLE NUMBER 258075.
 CK2369'THE MARK IS 1.00 METERS  SSW FROM A WITNESS POST.
 CK2369'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-7-717.
 CK2369
 CK2369                          STATION RECOVERY (1990)
 CK2369
 CK2369'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2369'RECOVERED IN GOOD CONDITION.
 CK2369
 CK2369                          STATION RECOVERY (1998)
 CK2369
 CK2369'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2389 ***********************************************************************
 CK2389  DESIGNATION -  7 136
 CK2389  PID         -  CK2389
 CK2389  STATE/COUNTY-  SC/BEAUFORT
 CK2389  USGS QUAD   -  BEAUFORT (1998)
 CK2389
 CK2389                         *CURRENT SURVEY CONTROL
 CK2389  ___________________________________________________________________
 CK2389* NAD 83(1986)-  32 27 34.     (N)    080 38 02.     (W)     SCALED    
 CK2389* NAVD 88     -         6.686  (meters)      21.94   (feet)  ADJUSTED  
 CK2389  ___________________________________________________________________
 CK2389  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2389  DYNAMIC HT  -           6.679 (meters)      21.91  (feet)  COMP
 CK2389  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 CK2389
 CK2389  VERT ORDER  -  FIRST     CLASS II
 CK2389
 CK2389.The horizontal coordinates were scaled from a topographic map and have
 CK2389.an estimated accuracy of +/- 6 seconds.
 CK2389
 CK2389.The orthometric height was determined by differential leveling
 CK2389.and adjusted by the National Geodetic Survey in June 1991..
 CK2389
 CK2389.The geoid height was determined by GEOID03.
 CK2389
 CK2389.The dynamic height is computed by dividing the NAVD 88
 CK2389.geopotential number by the normal gravity value computed on the
 CK2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2389.degrees latitude (g = 980.6199 gals.).
 CK2389
 CK2389.The modeled gravity was interpolated from observed gravity values.
 CK2389
 CK2389;                    North         East    Units  Estimated Accuracy
 CK2389;SPC SC       -    69,500.      644,020.      MT  (+/- 180 meters Scaled)
 CK2389
 CK2389                          SUPERSEDED SURVEY CONTROL
 CK2389
 CK2389  NGVD 29 (03/21/89)    6.969  (m)           22.86   (f) ADJUSTED    1 2
 CK2389
 CK2389.Superseded values are not recommended for survey control.
 CK2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2389.See file dsdata.txt to determine how the superseded data were derived.
 CK2389
 CK2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR344914(NAD 83)
 CK2389_MARKER: DB = BENCH MARK DISK
 CK2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2389_SP_SET: CONCRETE POST
 CK2389_STAMPING: VERT 7 136 1982
 CK2389_MARK LOGO: SCGS  
 CK2389_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2389+STABILITY: SURFACE MOTION
 CK2389
 CK2389  HISTORY     - Date     Condition        Report By
 CK2389  HISTORY     - 1982     MONUMENTED       SCGS
 CK2389  HISTORY     - 1990     GOOD             USPSQD
 CK2389  HISTORY     - 19980620 POOR             USPSQD
 CK2389  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2389
 CK2389                          STATION DESCRIPTION
 CK2389
 CK2389'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2389'5.3 KM (3.3 MI) NE FROM BEAUFORT.
 CK2389'5.3 KILOMETERS (3.3 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2389'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, SET NEAR A
 CK2389'FIRE HYDRANT IN THE WEST ANGLE OF THE INTERSECTION OF COUNTY ROAD
 CK2389'S-7-661, 12.7 METERS (41.6 FEET) NORTHWEST OF THE CENTERLINE OF STATE
 CK2389'HIGHWAY 802, 12.2 METERS (40.0 FEET) SOUTHWEST OF THE APPROXIMATE
 CK2389'CENTER OF COUNTY ROAD S-7-661, 3.2 METERS (10.5 FEET) NORTH-NORTHWEST
 CK2389'OF THE FIRE HYDRANT, 29.6 METERS (97.0 FEET) WEST-SOUTHWEST OF POWER
 CK2389'POLE NUMBER P32115.
 CK2389'THE MARK IS 0.80 METERS  SE FROM A WITNESS POST.
 CK2389'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 802.
 CK2389
 CK2389                          STATION RECOVERY (1990)
 CK2389
 CK2389'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2389'RECOVERED IN GOOD CONDITION.
 CK2389
 CK2389                          STATION RECOVERY (1998)
 CK2389
 CK2389'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2389'MARK RECOVERED IN POOR CONDITION.
 CK2389
 CK2389                          STATION RECOVERY (2005)
 CK2389
 CK2389'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2390 ***********************************************************************
 CK2390  DESIGNATION -  7 137
 CK2390  PID         -  CK2390
 CK2390  STATE/COUNTY-  SC/BEAUFORT
 CK2390  USGS QUAD   -  BEAUFORT (1998)
 CK2390
 CK2390                         *CURRENT SURVEY CONTROL
 CK2390  ___________________________________________________________________
 CK2390* NAD 83(1986)-  32 28 22.     (N)    080 37 49.     (W)     SCALED    
 CK2390* NAVD 88     -         6.022  (meters)      19.76   (feet)  ADJUSTED  
 CK2390  ___________________________________________________________________
 CK2390  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2390  DYNAMIC HT  -           6.015 (meters)      19.73  (feet)  COMP
 CK2390  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 CK2390
 CK2390  VERT ORDER  -  FIRST     CLASS II
 CK2390
 CK2390.The horizontal coordinates were scaled from a topographic map and have
 CK2390.an estimated accuracy of +/- 6 seconds.
 CK2390
 CK2390.The orthometric height was determined by differential leveling
 CK2390.and adjusted by the National Geodetic Survey in June 1991..
 CK2390
 CK2390.The geoid height was determined by GEOID03.
 CK2390
 CK2390.The dynamic height is computed by dividing the NAVD 88
 CK2390.geopotential number by the normal gravity value computed on the
 CK2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2390.degrees latitude (g = 980.6199 gals.).
 CK2390
 CK2390.The modeled gravity was interpolated from observed gravity values.
 CK2390
 CK2390;                    North         East    Units  Estimated Accuracy
 CK2390;SPC SC       -    70,980.      644,360.      MT  (+/- 180 meters Scaled)
 CK2390
 CK2390                          SUPERSEDED SURVEY CONTROL
 CK2390
 CK2390  NGVD 29 (03/21/89)    6.304  (m)           20.68   (f) ADJUSTED    1 2
 CK2390
 CK2390.Superseded values are not recommended for survey control.
 CK2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2390.See file dsdata.txt to determine how the superseded data were derived.
 CK2390
 CK2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR347929(NAD 83)
 CK2390_MARKER: DB = BENCH MARK DISK
 CK2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2390_SP_SET: CONCRETE POST
 CK2390_STAMPING: VERT 7 137 1982
 CK2390_MARK LOGO: SCGS  
 CK2390_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2390+STABILITY: SURFACE MOTION
 CK2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2390+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 CK2390
 CK2390  HISTORY     - Date     Condition        Report By
 CK2390  HISTORY     - 1982     MONUMENTED       SCGS
 CK2390  HISTORY     - 19980620 GOOD             USPSQD
 CK2390  HISTORY     - 20060624 GOOD             USPSQD
 CK2390
 CK2390                          STATION DESCRIPTION
 CK2390
 CK2390'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2390'7.0 KM (4.35 MI) NE FROM BEAUFORT.
 CK2390'7.0 KILOMETERS (4.35 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2390'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, SET ON THE
 CK2390'WEST SIDE OF 802 IN LINE WITH THE CENTERLINE OF COUNTY ROAD S-7-428,
 CK2390'19.3 METERS (63.1 FEET) WEST-NORTHWEST OF POWER POLE NUMBER 75, 11.5
 CK2390'METERS (38.0 FEET) WEST-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 CK2390'802, 2.8 METERS (9.1 FEET) SOUTHWEST OF A FIRE HYDRANT, 3.0 METERS
 CK2390'(9.8 FEET) NORTH-NORTHEAST OF A 12-INCH BLAZED OAK TREE.
 CK2390'THE MARK IS 1.12 METERS  ESE FROM A WITNESS POST.
 CK2390'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 802.
 CK2390
 CK2390                          STATION RECOVERY (1998)
 CK2390
 CK2390'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2390'RECOVERED IN GOOD CONDITION.
 CK2390
 CK2390                          STATION RECOVERY (2006)
 CK2390
 CK2390'RECOVERY NOTE BY US POWER SQUADRON 2006 (ELS)
 CK2390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2388 ***********************************************************************
 CK2388  DESIGNATION -  7 138
 CK2388  PID         -  CK2388
 CK2388  STATE/COUNTY-  SC/BEAUFORT
 CK2388  USGS QUAD   -  BEAUFORT (1998)
 CK2388
 CK2388                         *CURRENT SURVEY CONTROL
 CK2388  ___________________________________________________________________
 CK2388* NAD 83(1986)-  32 28 43.     (N)    080 37 34.     (W)     SCALED    
 CK2388* NAVD 88     -         5.825  (meters)      19.11   (feet)  ADJUSTED  
 CK2388  ___________________________________________________________________
 CK2388  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2388  DYNAMIC HT  -           5.819 (meters)      19.09  (feet)  COMP
 CK2388  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 CK2388
 CK2388  VERT ORDER  -  FIRST     CLASS II
 CK2388
 CK2388.The horizontal coordinates were scaled from a topographic map and have
 CK2388.an estimated accuracy of +/- 6 seconds.
 CK2388
 CK2388.The orthometric height was determined by differential leveling
 CK2388.and adjusted by the National Geodetic Survey in June 1991..
 CK2388
 CK2388.The geoid height was determined by GEOID03.
 CK2388
 CK2388.The dynamic height is computed by dividing the NAVD 88
 CK2388.geopotential number by the normal gravity value computed on the
 CK2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2388.degrees latitude (g = 980.6199 gals.).
 CK2388
 CK2388.The modeled gravity was interpolated from observed gravity values.
 CK2388
 CK2388;                    North         East    Units  Estimated Accuracy
 CK2388;SPC SC       -    71,630.      644,750.      MT  (+/- 180 meters Scaled)
 CK2388
 CK2388                          SUPERSEDED SURVEY CONTROL
 CK2388
 CK2388  NGVD 29 (03/21/89)    6.108  (m)           20.04   (f) ADJUSTED    1 2
 CK2388
 CK2388.Superseded values are not recommended for survey control.
 CK2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2388.See file dsdata.txt to determine how the superseded data were derived.
 CK2388
 CK2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR351935(NAD 83)
 CK2388_MARKER: DB = BENCH MARK DISK
 CK2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2388_SP_SET: CONCRETE POST
 CK2388_STAMPING: VERT 7 138 1982
 CK2388_MARK LOGO: SCGS  
 CK2388_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2388+STABILITY: SURFACE MOTION
 CK2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2388+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 CK2388
 CK2388  HISTORY     - Date     Condition        Report By
 CK2388  HISTORY     - 1982     MONUMENTED       SCGS
 CK2388  HISTORY     - 1990     GOOD             USPSQD
 CK2388  HISTORY     - 19980620 GOOD             USPSQD
 CK2388  HISTORY     - 20060624 GOOD             USPSQD
 CK2388
 CK2388                          STATION DESCRIPTION
 CK2388
 CK2388'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2388'7.9 KM (4.9 MI) NE FROM BEAUFORT.
 CK2388'7.9 KILOMETERS (4.9 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2388'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, SET IN THE
 CK2388'SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-7-144, 21.2
 CK2388'METERS (69.7 FEET) WEST-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 CK2388'802, 14.5 METERS (47.4 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CK2388'COUNTY ROAD S-7-144, 5.6 METERS (18.5 FEET) SOUTHWEST OF POWER POLE,
 CK2388'1.3 METERS (4.4 FEET) NORTH-NORTHEAST OF A 10-INCH BLAZED OAK TREE.
 CK2388'THE MARK IS 1.20 METERS  NE FROM A WITNESS POST.
 CK2388'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 802.
 CK2388
 CK2388                          STATION RECOVERY (1990)
 CK2388
 CK2388'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2388'RECOVERED IN GOOD CONDITION.
 CK2388
 CK2388                          STATION RECOVERY (1998)
 CK2388
 CK2388'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2388'RECOVERED IN GOOD CONDITION.
 CK2388
 CK2388                          STATION RECOVERY (2006)
 CK2388
 CK2388'RECOVERY NOTE BY US POWER SQUADRON 2006 (ELS)
 CK2388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2391 ***********************************************************************
 CK2391  DESIGNATION -  7 139
 CK2391  PID         -  CK2391
 CK2391  STATE/COUNTY-  SC/BEAUFORT
 CK2391  USGS QUAD   -  FROGMORE (1956)
 CK2391
 CK2391                         *CURRENT SURVEY CONTROL
 CK2391  ___________________________________________________________________
 CK2391* NAD 83(1986)-  32 29 08.     (N)    080 36 57.     (W)     SCALED    
 CK2391* NAVD 88     -         4.332  (meters)      14.21   (feet)  ADJUSTED  
 CK2391  ___________________________________________________________________
 CK2391  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2391  DYNAMIC HT  -           4.327 (meters)      14.20  (feet)  COMP
 CK2391  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CK2391
 CK2391  VERT ORDER  -  FIRST     CLASS II
 CK2391
 CK2391.The horizontal coordinates were scaled from a topographic map and have
 CK2391.an estimated accuracy of +/- 6 seconds.
 CK2391
 CK2391.The orthometric height was determined by differential leveling
 CK2391.and adjusted by the National Geodetic Survey in June 1991..
 CK2391
 CK2391.The geoid height was determined by GEOID03.
 CK2391
 CK2391.The dynamic height is computed by dividing the NAVD 88
 CK2391.geopotential number by the normal gravity value computed on the
 CK2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2391.degrees latitude (g = 980.6199 gals.).
 CK2391
 CK2391.The modeled gravity was interpolated from observed gravity values.
 CK2391
 CK2391;                    North         East    Units  Estimated Accuracy
 CK2391;SPC SC       -    72,400.      645,710.      MT  (+/- 180 meters Scaled)
 CK2391
 CK2391                          SUPERSEDED SURVEY CONTROL
 CK2391
 CK2391  NGVD 29 (03/21/89)    4.614  (m)           15.14   (f) ADJUSTED    1 2
 CK2391
 CK2391.Superseded values are not recommended for survey control.
 CK2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2391.See file dsdata.txt to determine how the superseded data were derived.
 CK2391
 CK2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR360943(NAD 83)
 CK2391_MARKER: DB = BENCH MARK DISK
 CK2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2391_SP_SET: CONCRETE POST
 CK2391_STAMPING: VERT 7 139 1982
 CK2391_MARK LOGO: SCGS  
 CK2391_PROJECTION: FLUSH
 CK2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2391+STABILITY: SURFACE MOTION
 CK2391
 CK2391  HISTORY     - Date     Condition        Report By
 CK2391  HISTORY     - 1982     MONUMENTED       SCGS
 CK2391  HISTORY     - 1990     GOOD             USPSQD
 CK2391  HISTORY     - 19980620 GOOD             USPSQD
 CK2391
 CK2391                          STATION DESCRIPTION
 CK2391
 CK2391'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2391'9.0 KM (5.6 MI) NE FROM BEAUFORT.
 CK2391'9.0 KILOMETERS (5.6 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2391'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, SET ON THE
 CK2391'NORTH SIDE OF THE ROAD JUST PAST THE LAUREL HILL RESEARCH CENTERS
 CK2391'ENTRANCE, 36.3 METERS (119.3 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 CK2391'CENTER OF A SAND ROAD LEADING TO THE RESEARCH CENTER, 14.5 METERS
 CK2391'(47.5 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 802,
 CK2391'4.6 METERS (15.4 FEET) NORTHWEST OF POWER POLE NUMBER 232085, 4.3
 CK2391'METERS (14.0 FEET) SOUTH-SOUTHEAST OF A 12-INCH BLAZED PINE TREE.
 CK2391'THE MARK IS 0.50 METERS  ESE FROM A WITNESS POST.
 CK2391'THE MARK IS 0.30 M BELOW STATE HIGHWAY 802.
 CK2391
 CK2391                          STATION RECOVERY (1990)
 CK2391
 CK2391'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2391'RECOVERED IN GOOD CONDITION.
 CK2391
 CK2391                          STATION RECOVERY (1998)
 CK2391
 CK2391'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2387 ***********************************************************************
 CK2387  DESIGNATION -  7 140
 CK2387  PID         -  CK2387
 CK2387  STATE/COUNTY-  SC/BEAUFORT
 CK2387  USGS QUAD   -  BEAUFORT (1998)
 CK2387
 CK2387                         *CURRENT SURVEY CONTROL
 CK2387  ___________________________________________________________________
 CK2387* NAD 83(1986)-  32 28 48.     (N)    080 38 23.     (W)     SCALED    
 CK2387* NAVD 88     -         7.375  (meters)      24.20   (feet)  ADJUSTED  
 CK2387  ___________________________________________________________________
 CK2387  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2387  DYNAMIC HT  -           7.367 (meters)      24.17  (feet)  COMP
 CK2387  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CK2387
 CK2387  VERT ORDER  -  FIRST     CLASS II
 CK2387
 CK2387.The horizontal coordinates were scaled from a topographic map and have
 CK2387.an estimated accuracy of +/- 6 seconds.
 CK2387
 CK2387.The orthometric height was determined by differential leveling
 CK2387.and adjusted by the National Geodetic Survey in June 1991..
 CK2387
 CK2387.The geoid height was determined by GEOID03.
 CK2387
 CK2387.The dynamic height is computed by dividing the NAVD 88
 CK2387.geopotential number by the normal gravity value computed on the
 CK2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2387.degrees latitude (g = 980.6199 gals.).
 CK2387
 CK2387.The modeled gravity was interpolated from observed gravity values.
 CK2387
 CK2387;                    North         East    Units  Estimated Accuracy
 CK2387;SPC SC       -    71,780.      643,470.      MT  (+/- 180 meters Scaled)
 CK2387
 CK2387                          SUPERSEDED SURVEY CONTROL
 CK2387
 CK2387  NGVD 29 (03/21/89)    7.657  (m)           25.12   (f) ADJUSTED    1 2
 CK2387
 CK2387.Superseded values are not recommended for survey control.
 CK2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2387.See file dsdata.txt to determine how the superseded data were derived.
 CK2387
 CK2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR338936(NAD 83)
 CK2387_MARKER: DB = BENCH MARK DISK
 CK2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2387_SP_SET: CONCRETE POST
 CK2387_STAMPING: VERT 7 140 1982
 CK2387_MARK LOGO: SCGS  
 CK2387_PROJECTION: FLUSH
 CK2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2387+STABILITY: SURFACE MOTION
 CK2387
 CK2387  HISTORY     - Date     Condition        Report By
 CK2387  HISTORY     - 1982     MONUMENTED       SCGS
 CK2387  HISTORY     - 1990     GOOD             USPSQD
 CK2387  HISTORY     - 19980620 GOOD             USPSQD
 CK2387
 CK2387                          STATION DESCRIPTION
 CK2387
 CK2387'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2387'9.2 KM (5.7 MI) NE FROM BEAUFORT.
 CK2387'7.9 KILOMETERS (4.9 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2387'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 1.3
 CK2387'KILOMETERS (0.8 MILES) WEST ALONG COUNTY ROAD S-7-144, SET NEAR A
 CK2387'WOODEN SIGN AT THE ENTRANCE TO MARSH HAWK PLANTATION, 16.2 METERS
 CK2387'(53.0 FEET) NORTH OF THE CENTERLINE OF COUNTY ROAD S-7-144, 15.4
 CK2387'METERS (50.5 FEET) WEST OF THE APPROXIMATE CENTER OF THE SAND ROAD
 CK2387'LEADING TO THE PLANTATION, 14.6 METERS (48.0 FEET) EAST-SOUTHEAST OF A
 CK2387'DOUBLE TRUNK 24-INCH OAK TREE, 10.2 METERS (33.5 FEET) NORTH-NORTHEAST
 CK2387'OF A FIRE HYDRANT.
 CK2387'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-144.
 CK2387
 CK2387                          STATION RECOVERY (1990)
 CK2387
 CK2387'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2387'RECOVERED IN GOOD CONDITION.
 CK2387
 CK2387                          STATION RECOVERY (1998)
 CK2387
 CK2387'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2379 ***********************************************************************
 CK2379  DESIGNATION -  7 141
 CK2379  PID         -  CK2379
 CK2379  STATE/COUNTY-  SC/BEAUFORT
 CK2379  USGS QUAD   -  BEAUFORT (1998)
 CK2379
 CK2379                         *CURRENT SURVEY CONTROL
 CK2379  ___________________________________________________________________
 CK2379* NAD 83(1986)-  32 28 39.     (N)    080 38 51.     (W)     SCALED    
 CK2379* NAVD 88     -         5.626  (meters)      18.46   (feet)  ADJUSTED  
 CK2379  ___________________________________________________________________
 CK2379  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2379  DYNAMIC HT  -           5.620 (meters)      18.44  (feet)  COMP
 CK2379  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CK2379
 CK2379  VERT ORDER  -  FIRST     CLASS II
 CK2379
 CK2379.The horizontal coordinates were scaled from a topographic map and have
 CK2379.an estimated accuracy of +/- 6 seconds.
 CK2379
 CK2379.The orthometric height was determined by differential leveling
 CK2379.and adjusted by the National Geodetic Survey in June 1991..
 CK2379
 CK2379.The geoid height was determined by GEOID03.
 CK2379
 CK2379.The dynamic height is computed by dividing the NAVD 88
 CK2379.geopotential number by the normal gravity value computed on the
 CK2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2379.degrees latitude (g = 980.6199 gals.).
 CK2379
 CK2379.The modeled gravity was interpolated from observed gravity values.
 CK2379
 CK2379;                    North         East    Units  Estimated Accuracy
 CK2379;SPC SC       -    71,500.      642,740.      MT  (+/- 180 meters Scaled)
 CK2379
 CK2379                          SUPERSEDED SURVEY CONTROL
 CK2379
 CK2379  NGVD 29 (03/21/89)    5.908  (m)           19.38   (f) ADJUSTED    1 2
 CK2379
 CK2379.Superseded values are not recommended for survey control.
 CK2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2379.See file dsdata.txt to determine how the superseded data were derived.
 CK2379
 CK2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR331934(NAD 83)
 CK2379_MARKER: DB = BENCH MARK DISK
 CK2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2379_SP_SET: CONCRETE POST
 CK2379_STAMPING: VERT 7 141 1982
 CK2379_MARK LOGO: SCGS  
 CK2379_PROJECTION: FLUSH
 CK2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2379+STABILITY: SURFACE MOTION
 CK2379
 CK2379  HISTORY     - Date     Condition        Report By
 CK2379  HISTORY     - 1982     MONUMENTED       SCGS
 CK2379  HISTORY     - 1990     GOOD             USPSQD
 CK2379  HISTORY     - 19980620 GOOD             USPSQD
 CK2379
 CK2379                          STATION DESCRIPTION
 CK2379
 CK2379'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2379'10.0 KM (6.2 MI) NE FROM BEAUFORT.
 CK2379'7.9 KILOMETERS (4.9 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2379'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 2.1
 CK2379'KILOMETERS (1.3 MILES) WEST ALONG COUNTY ROAD S-7-144, SET IN THE
 CK2379'NORTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-7-72, 23.9 METERS
 CK2379'(78.5 FEET) EAST OF THE CENTERLINE OF COUNTY ROAD S-7-72, 18.3 METERS
 CK2379'(60.3 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-7-144,
 CK2379'15.3 METERS (50.1 FEET) NORTHWEST OF POWER POLE NUMBER 187272, 16.9
 CK2379'METERS (55.5 FEET) EAST-SOUTHEAST OF A FIRE HYDRANT.
 CK2379'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-72.
 CK2379
 CK2379                          STATION RECOVERY (1990)
 CK2379
 CK2379'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2379'RECOVERED IN GOOD CONDITION.
 CK2379
 CK2379                          STATION RECOVERY (1998)
 CK2379
 CK2379'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2380 ***********************************************************************
 CK2380  DESIGNATION -  7 142
 CK2380  PID         -  CK2380
 CK2380  STATE/COUNTY-  SC/BEAUFORT
 CK2380  USGS QUAD   -  BEAUFORT (1998)
 CK2380
 CK2380                         *CURRENT SURVEY CONTROL
 CK2380  ___________________________________________________________________
 CK2380* NAD 83(1986)-  32 29 01.     (N)    080 39 48.     (W)     SCALED    
 CK2380* NAVD 88     -         3.997  (meters)      13.11   (feet)  ADJUSTED  
 CK2380  ___________________________________________________________________
 CK2380  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2380  DYNAMIC HT  -           3.993 (meters)      13.10  (feet)  COMP
 CK2380  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 CK2380
 CK2380  VERT ORDER  -  FIRST     CLASS II
 CK2380
 CK2380.The horizontal coordinates were scaled from a topographic map and have
 CK2380.an estimated accuracy of +/- 6 seconds.
 CK2380
 CK2380.The orthometric height was determined by differential leveling
 CK2380.and adjusted by the National Geodetic Survey in June 1991..
 CK2380
 CK2380.The geoid height was determined by GEOID03.
 CK2380
 CK2380.The dynamic height is computed by dividing the NAVD 88
 CK2380.geopotential number by the normal gravity value computed on the
 CK2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2380.degrees latitude (g = 980.6199 gals.).
 CK2380
 CK2380.The modeled gravity was interpolated from observed gravity values.
 CK2380
 CK2380;                    North         East    Units  Estimated Accuracy
 CK2380;SPC SC       -    72,170.      641,250.      MT  (+/- 180 meters Scaled)
 CK2380
 CK2380                          SUPERSEDED SURVEY CONTROL
 CK2380
 CK2380  NGVD 29 (03/21/89)    4.279  (m)           14.04   (f) ADJUSTED    1 2
 CK2380
 CK2380.Superseded values are not recommended for survey control.
 CK2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2380.See file dsdata.txt to determine how the superseded data were derived.
 CK2380
 CK2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR316940(NAD 83)
 CK2380_MARKER: DB = BENCH MARK DISK
 CK2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2380_SP_SET: CONCRETE POST
 CK2380_STAMPING: VERT 7 142 1982
 CK2380_MARK LOGO: SCGS  
 CK2380_PROJECTION: RECESSED 7 CENTIMETERS
 CK2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2380+STABILITY: SURFACE MOTION
 CK2380
 CK2380  HISTORY     - Date     Condition        Report By
 CK2380  HISTORY     - 1982     MONUMENTED       SCGS
 CK2380  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2380  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 CK2380  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2380
 CK2380                          STATION DESCRIPTION
 CK2380
 CK2380'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2380'10.8 KM (6.7 MI) NE FROM BEAUFORT.
 CK2380'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2380'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 7.1
 CK2380'KILOMETERS (4.4 MILES) NORTHWEST ALONG COUNTY ROAD S-7-72, SET ON THE
 CK2380'EAST SIDE OF A RED BRICK HOUSE ON THE NORTH SIDE OF THE ROAD, 29.3
 CK2380'METERS (96.0 FEET) NORTH OF THE CENTERLINE OF COUNTY ROAD S-7-72,
 CK2380'27.0 METERS (88.6 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A
 CK2380'SAND ROAD, 12.8 METERS (42.0 FEET) WEST-SOUTHWEST OF POWER POLE NUMBER
 CK2380'212434, 6.2 METERS (20.3 FEET) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER
 CK2380'OF THE HOUSE.
 CK2380'THE MARK IS 0.90 M ABOVE COUNTY ROAD S-7-72.
 CK2380
 CK2380                          STATION RECOVERY (1990)
 CK2380
 CK2380'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2380'MARK NOT FOUND.
 CK2380
 CK2380                          STATION RECOVERY (2002)
 CK2380
 CK2380'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2380'NOT FOUND.  SEARCHED NEAR BRICK HOUSE WITH MICRONTA 4001.
 CK2380
 CK2380                          STATION RECOVERY (2005)
 CK2380
 CK2380'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2381 ***********************************************************************
 CK2381  DESIGNATION -  7 143
 CK2381  PID         -  CK2381
 CK2381  STATE/COUNTY-  SC/BEAUFORT
 CK2381  USGS QUAD   -  BEAUFORT (1998)
 CK2381
 CK2381                         *CURRENT SURVEY CONTROL
 CK2381  ___________________________________________________________________
 CK2381* NAD 83(1986)-  32 29 25.     (N)    080 40 32.     (W)     SCALED    
 CK2381* NAVD 88     -         2.580  (meters)       8.46   (feet)  ADJUSTED  
 CK2381  ___________________________________________________________________
 CK2381  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2381  DYNAMIC HT  -           2.578 (meters)       8.46  (feet)  COMP
 CK2381  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 CK2381
 CK2381  VERT ORDER  -  FIRST     CLASS II
 CK2381
 CK2381.The horizontal coordinates were scaled from a topographic map and have
 CK2381.an estimated accuracy of +/- 6 seconds.
 CK2381
 CK2381.The orthometric height was determined by differential leveling
 CK2381.and adjusted by the National Geodetic Survey in June 1991..
 CK2381
 CK2381.The geoid height was determined by GEOID03.
 CK2381
 CK2381.The dynamic height is computed by dividing the NAVD 88
 CK2381.geopotential number by the normal gravity value computed on the
 CK2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2381.degrees latitude (g = 980.6199 gals.).
 CK2381
 CK2381.The modeled gravity was interpolated from observed gravity values.
 CK2381
 CK2381;                    North         East    Units  Estimated Accuracy
 CK2381;SPC SC       -    72,910.      640,090.      MT  (+/- 180 meters Scaled)
 CK2381
 CK2381                          SUPERSEDED SURVEY CONTROL
 CK2381
 CK2381  NGVD 29 (03/21/89)    2.863  (m)            9.39   (f) ADJUSTED    1 2
 CK2381
 CK2381.Superseded values are not recommended for survey control.
 CK2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2381.See file dsdata.txt to determine how the superseded data were derived.
 CK2381
 CK2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR304948(NAD 83)
 CK2381_MARKER: DB = BENCH MARK DISK
 CK2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2381_SP_SET: CONCRETE POST
 CK2381_STAMPING: VERT 7 143 1982
 CK2381_MARK LOGO: SCGS  
 CK2381_PROJECTION: FLUSH
 CK2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2381+STABILITY: SURFACE MOTION
 CK2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2381+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 CK2381
 CK2381  HISTORY     - Date     Condition        Report By
 CK2381  HISTORY     - 1982     MONUMENTED       SCGS
 CK2381  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2381  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 CK2381  HISTORY     - 20060808 GOOD             INDIV
 CK2381
 CK2381                          STATION DESCRIPTION
 CK2381
 CK2381'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2381'12.4 KM (7.7 MI) NORTH FROM BEAUFORT.
 CK2381'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2381'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 8.7
 CK2381'KILOMETERS (5.4 MILES) NORTHWEST ALONG COUNTY ROAD S-7-72, SET IN A
 CK2381'PASTURE NEAR A 48-INCH PINE TREE ACROSS THE ROAD FROM A SAND ROAD
 CK2381'LEADING WEST-NORTHWEST, 21.2 METERS (69.8 FEET) EAST-NORTHEAST OF THE
 CK2381'CENTERLINE OF COUNTY ROAD S-7-72, 13.9 METERS (45.5 FEET) SOUTHWEST OF
 CK2381'A 36-INCH BLAZED PINE TREE, 6.5 METERS (21.3 FEET) SOUTH OF THE
 CK2381'APPROXIMATE CENTER OF A METAL GATE, 4.3 METERS (14.4 FEET) NORTH OF A
 CK2381'48-INCH BLAZED PINE TREE.
 CK2381'THE MARK IS 1.70 METERS  ENE FROM A WITNESS POST.
 CK2381'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-72.
 CK2381
 CK2381                          STATION RECOVERY (1990)
 CK2381
 CK2381'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2381'MARK NOT FOUND.
 CK2381
 CK2381                          STATION RECOVERY (2002)
 CK2381
 CK2381'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2381'NOT FOUND.  SEARCHED E OF SR 7-72 AND S OF IRON GATE WITH MICRONTA
 CK2381'4001.  NO WP HERE.
 CK2381
 CK2381                          STATION RECOVERY (2006)
 CK2381
 CK2381'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RBP)
 CK2381'66'+- EAST OF INTERSECTION OF BRICKYARD POINT RD. AND CENTRAL DR.
 CK2381'(RED-BLUFF ESTATES S/D), LADY'S ISLAND.  12.9' NORTH OF 48IN BLAZED
 CK2381'PINE. 43.7' SOUTHWEST OF 36IN BLAZED PINE. 10.0' SOUTHEAST OF
 CK2381'SOUTHERLY GATE POST. SET METAL T-POST ADJACENT TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2378 ***********************************************************************
 CK2378  DESIGNATION -  7 144
 CK2378  PID         -  CK2378
 CK2378  STATE/COUNTY-  SC/BEAUFORT
 CK2378  USGS QUAD   -  BEAUFORT (1998)
 CK2378
 CK2378                         *CURRENT SURVEY CONTROL
 CK2378  ___________________________________________________________________
 CK2378* NAD 83(1986)-  32 27 51.     (N)    080 39 23.     (W)     SCALED    
 CK2378* NAVD 88     -         5.070  (meters)      16.63   (feet)  ADJUSTED  
 CK2378  ___________________________________________________________________
 CK2378  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2378  DYNAMIC HT  -           5.064 (meters)      16.61  (feet)  COMP
 CK2378  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CK2378
 CK2378  VERT ORDER  -  FIRST     CLASS II
 CK2378
 CK2378.The horizontal coordinates were scaled from a topographic map and have
 CK2378.an estimated accuracy of +/- 6 seconds.
 CK2378
 CK2378.The orthometric height was determined by differential leveling
 CK2378.and adjusted by the National Geodetic Survey in June 1991..
 CK2378
 CK2378.The geoid height was determined by GEOID03.
 CK2378
 CK2378.The dynamic height is computed by dividing the NAVD 88
 CK2378.geopotential number by the normal gravity value computed on the
 CK2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2378.degrees latitude (g = 980.6199 gals.).
 CK2378
 CK2378.The modeled gravity was interpolated from observed gravity values.
 CK2378
 CK2378;                    North         East    Units  Estimated Accuracy
 CK2378;SPC SC       -    70,020.      641,910.      MT  (+/- 180 meters Scaled)
 CK2378
 CK2378                          SUPERSEDED SURVEY CONTROL
 CK2378
 CK2378  NGVD 29 (03/21/89)    5.352  (m)           17.56   (f) ADJUSTED    1 2
 CK2378
 CK2378.Superseded values are not recommended for survey control.
 CK2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2378.See file dsdata.txt to determine how the superseded data were derived.
 CK2378
 CK2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR322919(NAD 83)
 CK2378_MARKER: DB = BENCH MARK DISK
 CK2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2378_SP_SET: CONCRETE POST
 CK2378_STAMPING: VERT 7 144 1982
 CK2378_MARK LOGO: SCGS  
 CK2378_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2378+STABILITY: SURFACE MOTION
 CK2378
 CK2378  HISTORY     - Date     Condition        Report By
 CK2378  HISTORY     - 1982     MONUMENTED       SCGS
 CK2378  HISTORY     - 1990     GOOD             USPSQD
 CK2378  HISTORY     - 19980620 MARK NOT FOUND   USPSQD
 CK2378  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2378
 CK2378                          STATION DESCRIPTION
 CK2378
 CK2378'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2378'7.5 KM (4.65 MI) NORTH FROM BEAUFORT.
 CK2378'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2378'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 3.8
 CK2378'KILOMETERS (2.35 MILES) NORTHWEST ALONG COUNTY ROAD S-7-72, SET ON THE
 CK2378'WEST SIDE OF THE ROAD NEAR A POWER POLE, 14.3 METERS (47.0 FEET) WEST
 CK2378'OF THE CENTERLINE OF COUNTY ROAD S-7-72, 2.9 METERS (9.5 FEET)
 CK2378'WEST-NORTHWEST OF POWER POLE NUMBER 187289, 5.9 METERS (19.8 FEET)
 CK2378'SOUTH-SOUTHEAST OF A 12-INCH BLAZED OAK TREE.
 CK2378'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-7-72.
 CK2378
 CK2378                          STATION RECOVERY (1990)
 CK2378
 CK2378'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2378'RECOVERED IN GOOD CONDITION.
 CK2378
 CK2378                          STATION RECOVERY (1998)
 CK2378
 CK2378'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2378'MARK NOT FOUND.
 CK2378
 CK2378                          STATION RECOVERY (2005)
 CK2378
 CK2378'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2377 ***********************************************************************
 CK2377  DESIGNATION -  7 145
 CK2377  PID         -  CK2377
 CK2377  STATE/COUNTY-  SC/BEAUFORT
 CK2377  USGS QUAD   -  BEAUFORT (1998)
 CK2377
 CK2377                         *CURRENT SURVEY CONTROL
 CK2377  ___________________________________________________________________
 CK2377* NAD 83(1986)-  32 27 02.     (N)    080 39 17.     (W)     SCALED    
 CK2377* NAVD 88     -         4.265  (meters)      13.99   (feet)  ADJUSTED  
 CK2377  ___________________________________________________________________
 CK2377  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2377  DYNAMIC HT  -           4.260 (meters)      13.98  (feet)  COMP
 CK2377  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 CK2377
 CK2377  VERT ORDER  -  FIRST     CLASS II
 CK2377
 CK2377.The horizontal coordinates were scaled from a topographic map and have
 CK2377.an estimated accuracy of +/- 6 seconds.
 CK2377
 CK2377.The orthometric height was determined by differential leveling
 CK2377.and adjusted by the National Geodetic Survey in June 1991..
 CK2377
 CK2377.The geoid height was determined by GEOID03.
 CK2377
 CK2377.The dynamic height is computed by dividing the NAVD 88
 CK2377.geopotential number by the normal gravity value computed on the
 CK2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2377.degrees latitude (g = 980.6199 gals.).
 CK2377
 CK2377.The modeled gravity was interpolated from observed gravity values.
 CK2377
 CK2377;                    North         East    Units  Estimated Accuracy
 CK2377;SPC SC       -    68,510.      642,070.      MT  (+/- 180 meters Scaled)
 CK2377
 CK2377                          SUPERSEDED SURVEY CONTROL
 CK2377
 CK2377  NGVD 29 (03/21/89)    4.547  (m)           14.92   (f) ADJUSTED    1 2
 CK2377
 CK2377.Superseded values are not recommended for survey control.
 CK2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2377.See file dsdata.txt to determine how the superseded data were derived.
 CK2377
 CK2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR324904(NAD 83)
 CK2377_MARKER: DB = BENCH MARK DISK
 CK2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2377_SP_SET: CONCRETE POST
 CK2377_STAMPING: VERT 7 145 1982
 CK2377_MARK LOGO: SCGS  
 CK2377_PROJECTION: FLUSH
 CK2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2377+STABILITY: SURFACE MOTION
 CK2377
 CK2377  HISTORY     - Date     Condition        Report By
 CK2377  HISTORY     - 1982     MONUMENTED       SCGS
 CK2377  HISTORY     - 1990     GOOD             USPSQD
 CK2377  HISTORY     - 19980620 GOOD             USPSQD
 CK2377
 CK2377                          STATION DESCRIPTION
 CK2377
 CK2377'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2377'5.8 KM (3.6 MI) NE FROM BEAUFORT.
 CK2377'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2377'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 2.1
 CK2377'KILOMETERS (1.3 MILES) NORTHWEST ALONG COUNTY ROAD S-7-72, SET BEHIND
 CK2377'A STUCCO WALL AT THE ENTRANCE TO MARSH HARBOR, 13.4 METERS (44.0 FEET)
 CK2377'WEST-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD S-7-72, 22.3 METERS
 CK2377'(73.0 FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF AN APARTMENT,
 CK2377'24.4 METERS (88.1 FEET) NORTH-NORTHWEST OF THE SOUTH END OF THE STUCCO
 CK2377'WALL, 7.4 METERS (24.2 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE
 CK2377'ENTRANCE ROAD.
 CK2377'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-72.
 CK2377
 CK2377                          STATION RECOVERY (1990)
 CK2377
 CK2377'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2377'RECOVERED IN GOOD CONDITION.
 CK2377
 CK2377                          STATION RECOVERY (1998)
 CK2377
 CK2377'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2376 ***********************************************************************
 CK2376  DESIGNATION -  7 146
 CK2376  PID         -  CK2376
 CK2376  STATE/COUNTY-  SC/BEAUFORT
 CK2376  USGS QUAD   -  BEAUFORT (1998)
 CK2376
 CK2376                         *CURRENT SURVEY CONTROL
 CK2376  ___________________________________________________________________
 CK2376* NAD 83(1986)-  32 26 43.     (N)    080 38 41.     (W)     SCALED    
 CK2376* NAVD 88     -         7.980  (meters)      26.18   (feet)  ADJUSTED  
 CK2376  ___________________________________________________________________
 CK2376  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2376  DYNAMIC HT  -           7.972 (meters)      26.15  (feet)  COMP
 CK2376  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CK2376
 CK2376  VERT ORDER  -  FIRST     CLASS II
 CK2376
 CK2376.The horizontal coordinates were scaled from a topographic map and have
 CK2376.an estimated accuracy of +/- 6 seconds.
 CK2376
 CK2376.The orthometric height was determined by differential leveling
 CK2376.and adjusted by the National Geodetic Survey in June 1991..
 CK2376
 CK2376.The geoid height was determined by GEOID03.
 CK2376
 CK2376.The dynamic height is computed by dividing the NAVD 88
 CK2376.geopotential number by the normal gravity value computed on the
 CK2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2376.degrees latitude (g = 980.6199 gals.).
 CK2376
 CK2376.The modeled gravity was interpolated from observed gravity values.
 CK2376
 CK2376;                    North         East    Units  Estimated Accuracy
 CK2376;SPC SC       -    67,930.      643,010.      MT  (+/- 180 meters Scaled)
 CK2376
 CK2376                          SUPERSEDED SURVEY CONTROL
 CK2376
 CK2376  NGVD 29 (03/21/89)    8.263  (m)           27.11   (f) ADJUSTED    1 2
 CK2376
 CK2376.Superseded values are not recommended for survey control.
 CK2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2376.See file dsdata.txt to determine how the superseded data were derived.
 CK2376
 CK2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR333898(NAD 83)
 CK2376_MARKER: DB = BENCH MARK DISK
 CK2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2376_SP_SET: CONCRETE POST
 CK2376_STAMPING: VERT 7 146 1982
 CK2376_MARK LOGO: SCGS  
 CK2376_PROJECTION: FLUSH
 CK2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2376+STABILITY: SURFACE MOTION
 CK2376
 CK2376  HISTORY     - Date     Condition        Report By
 CK2376  HISTORY     - 1982     MONUMENTED       SCGS
 CK2376  HISTORY     - 19980620 GOOD             USPSQD
 CK2376  HISTORY     - 20060624 MARK NOT FOUND   USPSQD
 CK2376
 CK2376                          STATION DESCRIPTION
 CK2376
 CK2376'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2376'4.1 KM (2.55 MI) NE FROM BEAUFORT.
 CK2376'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2376'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 0.4
 CK2376'KILOMETER (0.25 MILE) NORTHWEST ALONG COUNTY ROAD (S-7-72), SET NEAR A
 CK2376'WOODEN FENCE AT A MAJOR POWER LINE CROSSING, 18.4 METERS (60.8 FEET)
 CK2376'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 8.7 METERS (28.7 FEET)
 CK2376'SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD (S-7-72), 6.1 METERS
 CK2376'(20.0 FEET) NORTHEAST OF THE POWER POLE WITH SIX GUY WIRES AND
 CK2376'1.2 METERS (4.0 FEET) NORTH-NORTHWEST OF THE WOODEN FENCE.
 CK2376'THE MARK IS 1.10 METERS  NNW FROM A WITNESS POST.
 CK2376'THE MARK IS ABOVE LEVEL WITH COUNTY RD S-7-72.
 CK2376
 CK2376                          STATION RECOVERY (1998)
 CK2376
 CK2376'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2376'RECOVERED IN GOOD CONDITION.
 CK2376
 CK2376                          STATION RECOVERY (2006)
 CK2376
 CK2376'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK2376'PROPERTY AT THIS CORNER IS UNDER DEVELOPMENT, AREA HAS BEEN BULLDOZED
 CK2376'AND MARKER APPARENTLY BROKEN OR PUSHED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2237 ***********************************************************************
 CK2237  DESIGNATION -  7 147
 CK2237  PID         -  CK2237
 CK2237  STATE/COUNTY-  SC/BEAUFORT
 CK2237  USGS QUAD   -  BEAUFORT (1998)
 CK2237
 CK2237                         *CURRENT SURVEY CONTROL
 CK2237  ___________________________________________________________________
 CK2237* NAD 83(1986)-  32 24 16.     (N)    080 39 47.     (W)     SCALED    
 CK2237* NAVD 88     -         4.167  (meters)      13.67   (feet)  ADJUSTED  
 CK2237  ___________________________________________________________________
 CK2237  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2237  DYNAMIC HT  -           4.162 (meters)      13.65  (feet)  COMP
 CK2237  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CK2237
 CK2237  VERT ORDER  -  FIRST     CLASS II
 CK2237
 CK2237.The horizontal coordinates were scaled from a topographic map and have
 CK2237.an estimated accuracy of +/- 6 seconds.
 CK2237
 CK2237.The orthometric height was determined by differential leveling
 CK2237.and adjusted by the National Geodetic Survey in June 1991..
 CK2237
 CK2237.The geoid height was determined by GEOID03.
 CK2237
 CK2237.The dynamic height is computed by dividing the NAVD 88
 CK2237.geopotential number by the normal gravity value computed on the
 CK2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2237.degrees latitude (g = 980.6199 gals.).
 CK2237
 CK2237.The modeled gravity was interpolated from observed gravity values.
 CK2237
 CK2237;                    North         East    Units  Estimated Accuracy
 CK2237;SPC SC       -    63,390.      641,300.      MT  (+/- 180 meters Scaled)
 CK2237
 CK2237                          SUPERSEDED SURVEY CONTROL
 CK2237
 CK2237  NGVD 29 (03/21/89)    4.449  (m)           14.60   (f) ADJUSTED    1 2
 CK2237
 CK2237.Superseded values are not recommended for survey control.
 CK2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2237.See file dsdata.txt to determine how the superseded data were derived.
 CK2237
 CK2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR316853(NAD 83)
 CK2237_MARKER: DB = BENCH MARK DISK
 CK2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2237_SP_SET: CONCRETE POST
 CK2237_STAMPING: VERT 7 147 1982
 CK2237_MARK LOGO: SCGS  
 CK2237_PROJECTION: FLUSH
 CK2237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2237+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 CK2237
 CK2237  HISTORY     - Date     Condition        Report By
 CK2237  HISTORY     - 1982     MONUMENTED       SCGS
 CK2237  HISTORY     - 1990     GOOD             USPSQD
 CK2237  HISTORY     - 19980620 GOOD             USPSQD
 CK2237  HISTORY     - 20060624 GOOD             USPSQD
 CK2237
 CK2237                          STATION DESCRIPTION
 CK2237
 CK2237'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2237'3.9 KM (2.4 MI) SE FROM BEAUFORT.
 CK2237'1.3 KILOMETERS (0.85 MILE) NORTHWEST ALONG U.S. HIGHWAY 21 FROM
 CK2237'THE JUNCTION OF STATE HIGHWAY 802, JUST SOUTHEAST OF BEAUFORT,
 CK2237'THENCE 1.7 KILOMETERS (1.05 MILES) SOUTH ALONG COUNTY ROAD
 CK2237'S-7-36, SET ON THE SOUTH SIDE OF A PAVED ROAD LEADING TO THE
 CK2237'BEAUFORT YACHT AND SAILING CLUB, 11.1 METERS (36.9 FEET) WEST
 CK2237'OF THE CENTER LINE OF COUNTY ROAD S-7-36, 8.1 METERS (26.9 FEET)
 CK2237'SOUTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 4.7 METERS
 CK2237'(15.8 FEET) NORTH NORTHWEST OF POWER POLE NUMBER 165648 (60),
 CK2237'3.7 METERS (12.5 FEET) WEST OF A BRICK WALL AT THE ENTRANCE TO THE
 CK2237'CLUB.
 CK2237'THE MARK IS 0.90 M ABOVE COUNTY ROAD S-7-36.
 CK2237
 CK2237                          STATION RECOVERY (1990)
 CK2237
 CK2237'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2237'RECOVERED IN GOOD CONDITION.
 CK2237
 CK2237                          STATION RECOVERY (1998)
 CK2237
 CK2237'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2237'RECOVERED IN GOOD CONDITION.
 CK2237
 CK2237                          STATION RECOVERY (2006)
 CK2237
 CK2237'RECOVERY NOTE BY US POWER SQUADRON 2006 (JAD)
 CK2237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2236 ***********************************************************************
 CK2236  DESIGNATION -  7 148
 CK2236  PID         -  CK2236
 CK2236  STATE/COUNTY-  SC/BEAUFORT
 CK2236  USGS QUAD   -  BEAUFORT (1998)
 CK2236
 CK2236                         *CURRENT SURVEY CONTROL
 CK2236  ___________________________________________________________________
 CK2236* NAD 83(1986)-  32 23 51.     (N)    080 39 47.     (W)     SCALED    
 CK2236* NAVD 88     -         2.246  (meters)       7.37   (feet)  ADJUSTED  
 CK2236  ___________________________________________________________________
 CK2236  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2236  DYNAMIC HT  -           2.243 (meters)       7.36  (feet)  COMP
 CK2236  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CK2236
 CK2236  VERT ORDER  -  FIRST     CLASS II
 CK2236
 CK2236.The horizontal coordinates were scaled from a topographic map and have
 CK2236.an estimated accuracy of +/- 6 seconds.
 CK2236
 CK2236.The orthometric height was determined by differential leveling
 CK2236.and adjusted by the National Geodetic Survey in June 1991..
 CK2236
 CK2236.The geoid height was determined by GEOID03.
 CK2236
 CK2236.The dynamic height is computed by dividing the NAVD 88
 CK2236.geopotential number by the normal gravity value computed on the
 CK2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2236.degrees latitude (g = 980.6199 gals.).
 CK2236
 CK2236.The modeled gravity was interpolated from observed gravity values.
 CK2236
 CK2236;                    North         East    Units  Estimated Accuracy
 CK2236;SPC SC       -    62,620.      641,300.      MT  (+/- 180 meters Scaled)
 CK2236
 CK2236                          SUPERSEDED SURVEY CONTROL
 CK2236
 CK2236  NGVD 29 (03/21/89)    2.528  (m)            8.29   (f) ADJUSTED    1 2
 CK2236
 CK2236.Superseded values are not recommended for survey control.
 CK2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2236.See file dsdata.txt to determine how the superseded data were derived.
 CK2236
 CK2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR316845(NAD 83)
 CK2236_MARKER: DB = BENCH MARK DISK
 CK2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2236_SP_SET: CONCRETE POST
 CK2236_STAMPING: VERT 7 148 1982
 CK2236_MARK LOGO: SCGS  
 CK2236_PROJECTION: FLUSH
 CK2236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2236+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 CK2236
 CK2236  HISTORY     - Date     Condition        Report By
 CK2236  HISTORY     - 1982     MONUMENTED       SCGS
 CK2236  HISTORY     - 1990     GOOD             USPSQD
 CK2236  HISTORY     - 19980620 GOOD             USPSQD
 CK2236  HISTORY     - 20060624 GOOD             USPSQD
 CK2236  HISTORY     - 20060624 GOOD             USPSQD
 CK2236
 CK2236                          STATION DESCRIPTION
 CK2236
 CK2236'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2236'4.5 KM (2.8 MI) SE FROM BEAUFORT.
 CK2236'1.3 KILOMETERS (0.85 MILES) NORTHWEST ALONG U.S. HIGHWAY 21, FROM
 CK2236'THE JUNCTION OF STATE HIGHWAY 802, JUST SOUTH OF BEAUFORT, THENCE
 CK2236'2.5 KILOMETERS (1.55 MILES) SOUTH ALONG COUNTY ROAD S-7-36, SET
 CK2236'ON THE NORTH SIDE OF A PAVED ROAD AT THE ENTRANCE TO BURCKMYER
 CK2236'BEACH, 20.0 METERS (65.5 FEET) NORTHWEST OF A FIRE HYDRANT,
 CK2236'20.3 METERS (66.7 FEET) WEST OF THE CENTER LINE OF COUNTY ROAD
 CK2236'S-7-36, 8.0 METERS (26.4 FEET) NORTH OF THE APPROXIMATE CENTER
 CK2236'OF COUNTY ROAD S-7-708, 7.3 METERS (24.0 FEET) SOUTHEAST OF A 48
 CK2236'INCH OAK TREE.
 CK2236'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-708.
 CK2236
 CK2236                          STATION RECOVERY (1990)
 CK2236
 CK2236'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2236'RECOVERED IN GOOD CONDITION.
 CK2236
 CK2236                          STATION RECOVERY (1998)
 CK2236
 CK2236'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2236'RECOVERED IN GOOD CONDITION.
 CK2236
 CK2236                          STATION RECOVERY (2006)
 CK2236
 CK2236'RECOVERY NOTE BY US POWER SQUADRON 2006 (JAD)
 CK2236'RECOVERED IN GOOD CONDITION.
 CK2236
 CK2236                          STATION RECOVERY (2006)
 CK2236
 CK2236'RECOVERY NOTE BY US POWER SQUADRON 2006 (GAD)
 CK2236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2235 ***********************************************************************
 CK2235  DESIGNATION -  7 149
 CK2235  PID         -  CK2235
 CK2235  STATE/COUNTY-  SC/BEAUFORT
 CK2235  USGS QUAD   -  BEAUFORT (1998)
 CK2235
 CK2235                         *CURRENT SURVEY CONTROL
 CK2235  ___________________________________________________________________
 CK2235* NAD 83(2001)-  32 23 36.24746(N)    080 39 59.32156(W)     ADJUSTED  
 CK2235* NAVD 88     -         1.926  (meters)       6.32   (feet)  ADJUSTED  
 CK2235  ___________________________________________________________________
 CK2235  X           -     874,284.427 (meters)                     COMP
 CK2235  Y           -  -5,319,420.136 (meters)                     COMP
 CK2235  Z           -   3,397,331.458 (meters)                     COMP
 CK2235  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CK2235  ELLIP HEIGHT-         -29.79  (meters)          (06/28/04) GPS OBS
 CK2235  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2235  DYNAMIC HT  -           1.924 (meters)       6.31  (feet)  COMP
 CK2235  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CK2235
 CK2235  HORZ ORDER  -  FIRST
 CK2235  VERT ORDER  -  FIRST     CLASS II
 CK2235  ELLP ORDER  -  FOURTH    CLASS I
 CK2235
 CK2235.The horizontal coordinates were established by GPS observations
 CK2235.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK2235
 CK2235.The orthometric height was determined by differential leveling
 CK2235.and adjusted by the National Geodetic Survey in June 1991..
 CK2235
 CK2235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2235
 CK2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2235
 CK2235.The ellipsoidal height was determined by GPS observations
 CK2235.and is referenced to NAD 83.
 CK2235
 CK2235.The geoid height was determined by GEOID03.
 CK2235
 CK2235.The dynamic height is computed by dividing the NAVD 88
 CK2235.geopotential number by the normal gravity value computed on the
 CK2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2235.degrees latitude (g = 980.6199 gals.).
 CK2235
 CK2235.The modeled gravity was interpolated from observed gravity values.
 CK2235
 CK2235;                    North         East     Units Scale Factor Converg.
 CK2235;SPC SC       -    62,166.073   640,981.393   MT  1.00003924   +0 11 05.7
 CK2235;SPC SC       -   203,956.93  2,102,957.33   iFT  1.00003924   +0 11 05.7
 CK2235;UTM  17      - 3,584,091.612   531,367.740   MT  0.99961213   +0 10 43.2
 CK2235
 CK2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2235!SPC SC       -   1.00000468  x   1.00003924  =   1.00004392
 CK2235!UTM  17      -   1.00000468  x   0.99961213  =   0.99961681
 CK2235
 CK2235                          SUPERSEDED SURVEY CONTROL
 CK2235
 CK2235  NAD 83(1986)-  32 23 36.25838(N)    080 39 59.32971(W) AD(       ) 1
 CK2235  NAVD 88 (06/28/04)    1.93   (m)            6.3    (f) LEVELING    3  
 CK2235  NGVD 29 (03/21/89)    2.208  (m)            7.24   (f) ADJUSTED    1 2
 CK2235
 CK2235.Superseded values are not recommended for survey control.
 CK2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2235.See file dsdata.txt to determine how the superseded data were derived.
 CK2235
 CK2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3136884092(NAD 83)
 CK2235_MARKER: DD = SURVEY DISK
 CK2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2235_SP_SET: CONCRETE POST
 CK2235_STAMPING: VERT 7 149 1982
 CK2235_MARK LOGO: SCGS  
 CK2235_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2235+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK2235
 CK2235  HISTORY     - Date     Condition        Report By
 CK2235  HISTORY     - 1982     MONUMENTED       SCGS
 CK2235  HISTORY     - 1990     GOOD             USPSQD
 CK2235  HISTORY     - 19980620 GOOD             USPSQD
 CK2235  HISTORY     - 20030506 GOOD             SCGS
 CK2235  HISTORY     - 20060320 GOOD             USPSQD
 CK2235
 CK2235                          STATION DESCRIPTION
 CK2235
 CK2235'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2235'4.7 KM (2.9 MI) SOUTH FROM BEAUFORT.
 CK2235'1.8 KILOMETERS (1.1 MILES) EAST ALONG STATE HIGHWAY 802, FROM THE
 CK2235'JUNCTION OF STATE HIGHWAY 281, JUST SOUTH OF BEAUFORT, SET NEAR
 CK2235'A STEEL POWER POLE ON THE SOUTH SIDE OF HIGHWAY 802, 54.9
 CK2235'METERS (180.0 FEET) EAST SOUTHEAST OF THE SOUTHEAST CORNER
 CK2235'OF THE MCTEER BRIDGE, 40.3 METERS (132.2 FEET) SOUTH SOUTHEAST
 CK2235'OF THE CENTER LINE OF STATE HIGHWAY 802, 3.4 METERS (11.0 FEET)
 CK2235'NORTH OF A STEEL POWER POLE.
 CK2235'THE MARK IS 1.40 METERS  NNW FROM A WITNESS POST.
 CK2235'THE MARK IS 4.60 M BELOW THE HIGHWAY.
 CK2235
 CK2235                          STATION RECOVERY (1990)
 CK2235
 CK2235'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2235'RECOVERED IN GOOD CONDITION.
 CK2235
 CK2235                          STATION RECOVERY (1998)
 CK2235
 CK2235'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2235'RECOVERED IN GOOD CONDITION.
 CK2235
 CK2235                          STATION RECOVERY (2003)
 CK2235
 CK2235'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2235'STATION IS LOCATED 2.6 MILES SOUTH OF BEAUFORT. OWNERSHIP--POWER LINE
 CK2235'RIGHT OF  WAY. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2235'21 (RIBAUT ROAD), STATE HIGHWAY  802 AND WADDELL ROAD, 2.7 MILES SOUTH
 CK2235'SOUTHWEST OF BEAUFORT, GO EAST ON HIGHWAY  21 FOR 1.1 MILES TO THE
 CK2235'STATION ON THE RIGHT NEAR SEVERAL LARGE OVERHEAD POWER  LINE POLES,
 CK2235'0.3 MILE SOUTH SOUTHWEST OF THE JUNCTION OF STATE ROAD 129 (ISLANDS
 CK2235'CAUSEWAY). STATION IS A CONCRETE POST PROJECTING 0.1 FOOT AND 6.0 FEET
 CK2235'BELOW THE HIGHWAY,  8.5 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 CK2235'FOUNDATION OF LARGE METAL  POWER POLE J212778, 36.2 FEET EAST OF THE
 CK2235'NORTHWEST ONE OF TWO CONCRETE HIGH  TENSION POWER POLES NUMBER 216,
 CK2235'45.0 FEET SOUTH SOUTHEAST OF THE CENTER OF A  GRAVEL ROAD, 4.6 FEET
 CK2235'NORTH NORTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
 CK2235
 CK2235                          STATION RECOVERY (2006)
 CK2235
 CK2235'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK2235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2234 ***********************************************************************
 CK2234  DESIGNATION -  7 150
 CK2234  PID         -  CK2234
 CK2234  STATE/COUNTY-  SC/BEAUFORT
 CK2234  USGS QUAD   -  BEAUFORT (1998)
 CK2234
 CK2234                         *CURRENT SURVEY CONTROL
 CK2234  ___________________________________________________________________
 CK2234* NAD 83(1986)-  32 23 40.     (N)    080 40 59.     (W)     SCALED    
 CK2234* NAVD 88     -         6.023  (meters)      19.76   (feet)  ADJUSTED  
 CK2234  ___________________________________________________________________
 CK2234  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK2234  DYNAMIC HT  -           6.016 (meters)      19.74  (feet)  COMP
 CK2234  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 CK2234
 CK2234  VERT ORDER  -  FIRST     CLASS II
 CK2234
 CK2234.The horizontal coordinates were scaled from a topographic map and have
 CK2234.an estimated accuracy of +/- 6 seconds.
 CK2234
 CK2234.The orthometric height was determined by differential leveling
 CK2234.and adjusted by the National Geodetic Survey in June 1991..
 CK2234
 CK2234.The geoid height was determined by GEOID03.
 CK2234
 CK2234.The dynamic height is computed by dividing the NAVD 88
 CK2234.geopotential number by the normal gravity value computed on the
 CK2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2234.degrees latitude (g = 980.6199 gals.).
 CK2234
 CK2234.The modeled gravity was interpolated from observed gravity values.
 CK2234
 CK2234;                    North         East    Units  Estimated Accuracy
 CK2234;SPC SC       -    62,280.      639,420.      MT  (+/- 180 meters Scaled)
 CK2234
 CK2234                          SUPERSEDED SURVEY CONTROL
 CK2234
 CK2234  NGVD 29 (03/21/89)    6.305  (m)           20.69   (f) ADJUSTED    1 2
 CK2234
 CK2234.Superseded values are not recommended for survey control.
 CK2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2234.See file dsdata.txt to determine how the superseded data were derived.
 CK2234
 CK2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR298842(NAD 83)
 CK2234_MARKER: DB = BENCH MARK DISK
 CK2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2234_SP_SET: CONCRETE POST
 CK2234_STAMPING: VERT 7 150 1982
 CK2234_MARK LOGO: SCGS  
 CK2234_PROJECTION: PROJECTING 25 CENTIMETERS
 CK2234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2234+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 CK2234
 CK2234  HISTORY     - Date     Condition        Report By
 CK2234  HISTORY     - 1982     MONUMENTED       SCGS
 CK2234  HISTORY     - 1990     GOOD             USPSQD
 CK2234  HISTORY     - 19980619 GOOD             USPSQD
 CK2234  HISTORY     - 20060624 GOOD             USPSQD
 CK2234
 CK2234                          STATION DESCRIPTION
 CK2234
 CK2234'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2234'4.5 KM (2.8 MI) SOUTH FROM BEAUFORT.
 CK2234'0.4 KILOMETERS (0.25 MILES) EAST ALONG STATE HIGHWAY 802, FROM
 CK2234'THE JUNCTION OF STATE HIGHWAY 281, JUST SOUTH OF BEAUFORT,
 CK2234'SET ON THE NORTH SIDE OF HIGHWAY NEAR A POWER POLE, 23.2 METERS
 CK2234'(76.3 FEET) NORTH NORTHEAST OF THE CENTER LINE OF HIGHWAY 802,
 CK2234'7.8 METERS (25.7 FEET) EAST NORTHEAST OF A POWER LINE POLE NUMBER
 CK2234'266360, 10.7 METERS (35.3 FEET) WEST NORTHWEST OF A 24 INCH BLAZED
 CK2234'OAK TREE, 9.6 METERS (31.7 FEET) EAST SOUTHEAST OF A 12 INCH
 CK2234'BLAZED PINE TREE.
 CK2234'THE MARK IS 0.70 METERS  W FROM A WITNESS POST.
 CK2234'THE MARK IS 1.50 M BELOW THE HIGHWAY.
 CK2234
 CK2234                          STATION RECOVERY (1990)
 CK2234
 CK2234'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2234'RECOVERED IN GOOD CONDITION.
 CK2234
 CK2234                          STATION RECOVERY (1998)
 CK2234
 CK2234'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2234'RECOVERED IN GOOD CONDITION.
 CK2234
 CK2234                          STATION RECOVERY (2006)
 CK2234
 CK2234'RECOVERY NOTE BY US POWER SQUADRON 2006 (GAD)
 CK2234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2284 ***********************************************************************
 CK2284  DESIGNATION -  7 151
 CK2284  PID         -  CK2284
 CK2284  STATE/COUNTY-  SC/BEAUFORT
 CK2284  USGS QUAD   -  BEAUFORT (1998)
 CK2284
 CK2284                         *CURRENT SURVEY CONTROL
 CK2284  ___________________________________________________________________
 CK2284* NAD 83(1986)-  32 24 28.     (N)    080 38 14.     (W)     SCALED    
 CK2284* NAVD 88     -         2.550  (meters)       8.37   (feet)  ADJUSTED  
 CK2284  ___________________________________________________________________
 CK2284  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2284  DYNAMIC HT  -           2.547 (meters)       8.36  (feet)  COMP
 CK2284  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CK2284
 CK2284  VERT ORDER  -  FIRST     CLASS II
 CK2284
 CK2284.This mark is at Beaufort Beaufort County Airport  (73J)
 CK2284
 CK2284.The horizontal coordinates were scaled from a topographic map and have
 CK2284.an estimated accuracy of +/- 6 seconds.
 CK2284
 CK2284.The orthometric height was determined by differential leveling
 CK2284.and adjusted by the National Geodetic Survey in June 1991..
 CK2284
 CK2284.The geoid height was determined by GEOID03.
 CK2284
 CK2284.The dynamic height is computed by dividing the NAVD 88
 CK2284.geopotential number by the normal gravity value computed on the
 CK2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2284.degrees latitude (g = 980.6199 gals.).
 CK2284
 CK2284.The modeled gravity was interpolated from observed gravity values.
 CK2284
 CK2284;                    North         East    Units  Estimated Accuracy
 CK2284;SPC SC       -    63,770.      643,730.      MT  (+/- 180 meters Scaled)
 CK2284
 CK2284                          SUPERSEDED SURVEY CONTROL
 CK2284
 CK2284  NGVD 29 (03/21/89)    2.831  (m)            9.29   (f) ADJUSTED    1 2
 CK2284
 CK2284.Superseded values are not recommended for survey control.
 CK2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2284.See file dsdata.txt to determine how the superseded data were derived.
 CK2284
 CK2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR341856(NAD 83)
 CK2284_MARKER: DB = BENCH MARK DISK
 CK2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2284_SP_SET: CONCRETE POST
 CK2284_STAMPING: VERT 7 151 1982
 CK2284_MARK LOGO: SCGS  
 CK2284_PROJECTION: FLUSH
 CK2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2284+STABILITY: SURFACE MOTION
 CK2284
 CK2284  HISTORY     - Date     Condition        Report By
 CK2284  HISTORY     - 1982     MONUMENTED       SCGS
 CK2284  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2284  HISTORY     - 19980620 MARK NOT FOUND   USPSQD
 CK2284  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2284
 CK2284                          STATION DESCRIPTION
 CK2284
 CK2284'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2284'5.1 KM (3.2 MI) SE FROM BEAUFORT.
 CK2284'1.35 KILOMETERS (0.85 MILE) SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE
 CK2284'JUNCTION OF STATE HIGHWAY 802 JUST SOUTHEAST OF BEAUFORT, SET NEAR THE
 CK2284'SOUTHWEST SIDE OF A FIREHOUSE AT THE BEAUFORT AIRPORT, 31.7 METERS
 CK2284'(104.2 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 21,
 CK2284'9.4 METERS (31.0 FEET) SOUTHEAST OF POWER POLE NUMBER 188891 THAT HAS
 CK2284'TWO YARD LIGHTS ON IT, 19.9 METERS (65.4 FEET) EAST-SOUTHEAST OF THE
 CK2284'APPROXIMATE CENTER OF THE MOST SOUTHERLY DRIVE, 7.4 METERS (24.3 FEET)
 CK2284'EAST OF THE SOUTHEAST CORNER OF THE FIREHOUSE.
 CK2284'THE MARK IS 3.20 METERS  WNW FROM A WITNESS POST.
 CK2284'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 21.
 CK2284
 CK2284                          STATION RECOVERY (1990)
 CK2284
 CK2284'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2284'MARK NOT FOUND.
 CK2284
 CK2284                          STATION RECOVERY (1998)
 CK2284
 CK2284'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2284'MARK NOT FOUND.
 CK2284
 CK2284                          STATION RECOVERY (2005)
 CK2284
 CK2284'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2285 ***********************************************************************
 CK2285  DESIGNATION -  7 152
 CK2285  PID         -  CK2285
 CK2285  STATE/COUNTY-  SC/BEAUFORT
 CK2285  USGS QUAD   -  FROGMORE (1956)
 CK2285
 CK2285                         *CURRENT SURVEY CONTROL
 CK2285  ___________________________________________________________________
 CK2285* NAD 83(1986)-  32 23 59.     (N)    080 37 22.     (W)     SCALED    
 CK2285* NAVD 88     -         2.571  (meters)       8.44   (feet)  ADJUSTED  
 CK2285  ___________________________________________________________________
 CK2285  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2285  DYNAMIC HT  -           2.569 (meters)       8.43  (feet)  COMP
 CK2285  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CK2285
 CK2285  VERT ORDER  -  FIRST     CLASS II
 CK2285
 CK2285.The horizontal coordinates were scaled from a topographic map and have
 CK2285.an estimated accuracy of +/- 6 seconds.
 CK2285
 CK2285.The orthometric height was determined by differential leveling
 CK2285.and adjusted by the National Geodetic Survey in June 1991..
 CK2285
 CK2285.The geoid height was determined by GEOID03.
 CK2285
 CK2285.The dynamic height is computed by dividing the NAVD 88
 CK2285.geopotential number by the normal gravity value computed on the
 CK2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2285.degrees latitude (g = 980.6199 gals.).
 CK2285
 CK2285.The modeled gravity was interpolated from observed gravity values.
 CK2285
 CK2285;                    North         East    Units  Estimated Accuracy
 CK2285;SPC SC       -    62,880.      645,090.      MT  (+/- 180 meters Scaled)
 CK2285
 CK2285                          SUPERSEDED SURVEY CONTROL
 CK2285
 CK2285  NGVD 29 (03/21/89)    2.853  (m)            9.36   (f) ADJUSTED    1 2
 CK2285
 CK2285.Superseded values are not recommended for survey control.
 CK2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2285.See file dsdata.txt to determine how the superseded data were derived.
 CK2285
 CK2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR354848(NAD 83)
 CK2285_MARKER: DB = BENCH MARK DISK
 CK2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2285_SP_SET: CONCRETE POST
 CK2285_STAMPING: VERT 7 152 1982
 CK2285_MARK LOGO: SCGS  
 CK2285_PROJECTION: FLUSH
 CK2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2285+STABILITY: SURFACE MOTION
 CK2285
 CK2285  HISTORY     - Date     Condition        Report By
 CK2285  HISTORY     - 1982     MONUMENTED       SCGS
 CK2285  HISTORY     - 1990     GOOD             USPSQD
 CK2285  HISTORY     - 19980620 GOOD             USPSQD
 CK2285
 CK2285                          STATION DESCRIPTION
 CK2285
 CK2285'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2285'6.8 KM (4.2 MI) SE FROM BEAUFORT.
 CK2285'3.0 KILOMETERS (1.9 MILES) SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE
 CK2285'JUNCTION OF STATE HIGHWAY 802 JUST SOUTHEAST OF BEAUFORT, SET ON THE
 CK2285'SOUTH SIDE OF THE HIGHWAY NEAR A CHAIN LINK FENCE SURROUNDING A BRICK
 CK2285'BUILDING, 2.7 METERS (9.2 FEET) SOUTHWEST OF THE CHAIN LINK FENCE,
 CK2285'16.4 METERS (53.9 FEET) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 21,
 CK2285'14.0 METERS (45.9 FEET) NORTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 CK2285'BUILDING, 13.7 METERS (44.8 FEET) WEST-SOUTHWEST OF A LONE PALMETTO
 CK2285'TREE.
 CK2285'THE MARK IS 1.30 METERS  WNW FROM A WITNESS POST.
 CK2285'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 21.
 CK2285
 CK2285                          STATION RECOVERY (1990)
 CK2285
 CK2285'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2285'RECOVERED IN GOOD CONDITION.
 CK2285
 CK2285                          STATION RECOVERY (1998)
 CK2285
 CK2285'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2286 ***********************************************************************
 CK2286  DESIGNATION -  7 153
 CK2286  PID         -  CK2286
 CK2286  STATE/COUNTY-  SC/BEAUFORT
 CK2286  USGS QUAD   -  BEAUFORT (1998)
 CK2286
 CK2286                         *CURRENT SURVEY CONTROL
 CK2286  ___________________________________________________________________
 CK2286* NAD 83(1986)-  32 23 38.     (N)    080 38 00.     (W)     SCALED    
 CK2286* NAVD 88     -         1.668  (meters)       5.47   (feet)  ADJUSTED  
 CK2286  ___________________________________________________________________
 CK2286  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2286  DYNAMIC HT  -           1.666 (meters)       5.47  (feet)  COMP
 CK2286  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CK2286
 CK2286  VERT ORDER  -  FIRST     CLASS II
 CK2286
 CK2286.The horizontal coordinates were scaled from a topographic map and have
 CK2286.an estimated accuracy of +/- 6 seconds.
 CK2286
 CK2286.The orthometric height was determined by differential leveling
 CK2286.and adjusted by the National Geodetic Survey in June 1991..
 CK2286
 CK2286.The geoid height was determined by GEOID03.
 CK2286
 CK2286.The dynamic height is computed by dividing the NAVD 88
 CK2286.geopotential number by the normal gravity value computed on the
 CK2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2286.degrees latitude (g = 980.6199 gals.).
 CK2286
 CK2286.The modeled gravity was interpolated from observed gravity values.
 CK2286
 CK2286;                    North         East    Units  Estimated Accuracy
 CK2286;SPC SC       -    62,230.      644,100.      MT  (+/- 180 meters Scaled)
 CK2286
 CK2286                          SUPERSEDED SURVEY CONTROL
 CK2286
 CK2286  NGVD 29 (03/21/89)    1.949  (m)            6.39   (f) ADJUSTED    1 2
 CK2286
 CK2286.Superseded values are not recommended for survey control.
 CK2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2286.See file dsdata.txt to determine how the superseded data were derived.
 CK2286
 CK2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR344841(NAD 83)
 CK2286_MARKER: DB = BENCH MARK DISK
 CK2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2286_SP_SET: CONCRETE POST
 CK2286_STAMPING: VERT 7 153 1982
 CK2286_MARK LOGO: SCGS  
 CK2286_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2286+STABILITY: SURFACE MOTION
 CK2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2286+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 CK2286
 CK2286  HISTORY     - Date     Condition        Report By
 CK2286  HISTORY     - 1982     MONUMENTED       SCGS
 CK2286  HISTORY     - 1990     GOOD             USPSQD
 CK2286  HISTORY     - 20020614 GOOD             USPSQD
 CK2286  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2286
 CK2286                          STATION DESCRIPTION
 CK2286
 CK2286'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2286'3.2 KM (2.0 MI) SOUTH FROM BEAUFORT.
 CK2286'2.9 KILOMETERS (1.85 MILES) SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE
 CK2286'JUNCTION OF STATE HIGHWAY 802 SOUTHEAST OF BEAUFORT, THENCE 1.8
 CK2286'KILOMETERS (1.1 MILES) SOUTHWEST ALONG COUNTY ROAD (S-7-456), SET ON
 CK2286'THE NORTH SIDE OF THE ROAD IN BETWEEN TWO 24-INCH PALMETTO TREES,
 CK2286'13.0 METERS (42.8 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 CK2286'COUNTY ROAD (S-7-456), 1.4 METERS (4.7 FEET) SOUTHWEST OF A 24-INCH
 CK2286'PALMETTO TREE, 1.3 METERS (4.6 FEET) EAST OF A 24-INCH BLAZED PALMETTO
 CK2286'TREE.
 CK2286'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 CK2286'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-456.
 CK2286
 CK2286                          STATION RECOVERY (1990)
 CK2286
 CK2286'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2286'RECOVERED IN GOOD CONDITION.
 CK2286
 CK2286                          STATION RECOVERY (2002)
 CK2286
 CK2286'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2286'MARKER IS NOW ON STATE ROAD 7-837 (NOT 7-456) AND DISTANCE FROM US 21
 CK2286'IS 0.8 MILES (NOT 1.1).
 CK2286
 CK2286                          STATION RECOVERY (2005)
 CK2286
 CK2286'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2295 ***********************************************************************
 CK2295  DESIGNATION -  7 154
 CK2295  PID         -  CK2295
 CK2295  STATE/COUNTY-  SC/BEAUFORT
 CK2295  USGS QUAD   -  FROGMORE (1956)
 CK2295
 CK2295                         *CURRENT SURVEY CONTROL
 CK2295  ___________________________________________________________________
 CK2295* NAD 83(1986)-  32 23 52.     (N)    080 36 00.     (W)     SCALED    
 CK2295* NAVD 88     -         2.677  (meters)       8.78   (feet)  ADJUSTED  
 CK2295  ___________________________________________________________________
 CK2295  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2295  DYNAMIC HT  -           2.674 (meters)       8.77  (feet)  COMP
 CK2295  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CK2295
 CK2295  VERT ORDER  -  FIRST     CLASS II
 CK2295
 CK2295.The horizontal coordinates were scaled from a topographic map and have
 CK2295.an estimated accuracy of +/- 6 seconds.
 CK2295
 CK2295.The orthometric height was determined by differential leveling
 CK2295.and adjusted by the National Geodetic Survey in June 1991..
 CK2295
 CK2295.The geoid height was determined by GEOID03.
 CK2295
 CK2295.The dynamic height is computed by dividing the NAVD 88
 CK2295.geopotential number by the normal gravity value computed on the
 CK2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2295.degrees latitude (g = 980.6199 gals.).
 CK2295
 CK2295.The modeled gravity was interpolated from observed gravity values.
 CK2295
 CK2295;                    North         East    Units  Estimated Accuracy
 CK2295;SPC SC       -    62,670.      647,230.      MT  (+/- 180 meters Scaled)
 CK2295
 CK2295                          SUPERSEDED SURVEY CONTROL
 CK2295
 CK2295  NGVD 29 (03/21/89)    2.959  (m)            9.71   (f) ADJUSTED    1 2
 CK2295
 CK2295.Superseded values are not recommended for survey control.
 CK2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2295.See file dsdata.txt to determine how the superseded data were derived.
 CK2295
 CK2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR376845(NAD 83)
 CK2295_MARKER: DB = BENCH MARK DISK
 CK2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2295_SP_SET: CONCRETE POST
 CK2295_STAMPING: VERT 7 154 1982
 CK2295_MARK LOGO: SCGS  
 CK2295_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2295+STABILITY: SURFACE MOTION
 CK2295
 CK2295  HISTORY     - Date     Condition        Report By
 CK2295  HISTORY     - 1982     MONUMENTED       SCGS
 CK2295  HISTORY     - 1990     GOOD             USPSQD
 CK2295  HISTORY     - 19960610 GOOD             USPSQD
 CK2295  HISTORY     - 20060624 POOR             USPSQD
 CK2295
 CK2295                          STATION DESCRIPTION
 CK2295
 CK2295'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2295'2.1 KM (1.3 MI) WEST FROM FROGMORE.
 CK2295'2.0 KILOMETERS (1.25 MILES) WEST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2295'OFFICE IN FROGMORE, SET NEAR A FIRE HYDRANT AND POWER POLE NUMBER
 CK2295'128176 WITH TRANSFORMER, 13.9 METERS (45.9 FEET) SOUTH-SOUTHEAST OF
 CK2295'THE CENTERLINE OF U.S. HIGHWAY 21, 10.8 METER (35.7 FEET)
 CK2295'WEST-SOUTHWEST OF THE FIRE HYDRANT, 2.3 METERS (7.7 FEET) SOUTHEAST OF
 CK2295'POWER POLE NUMBER 128176.
 CK2295'THE MARK IS 0.80 METERS  WSW FROM A WITNESS POST.
 CK2295'THE MARK IS 0.90 M ABOVE U.S. HIGHWAY 21.
 CK2295
 CK2295                          STATION RECOVERY (1990)
 CK2295
 CK2295'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2295'RECOVERED IN GOOD CONDITION.
 CK2295
 CK2295                          STATION RECOVERY (1996)
 CK2295
 CK2295'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2295'RECOVERED IN GOOD CONDITION.
 CK2295
 CK2295                          STATION RECOVERY (2006)
 CK2295
 CK2295'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK2295'MARKER IS IN UTILITY LINE RIGHT OF WAY, HAS BEEN HIT AND IS LEANING TO
 CK2295'THE EAST AT ABOUT A 60 DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2296 ***********************************************************************
 CK2296  DESIGNATION -  7 155
 CK2296  PID         -  CK2296
 CK2296  STATE/COUNTY-  SC/BEAUFORT
 CK2296  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK2296
 CK2296                         *CURRENT SURVEY CONTROL
 CK2296  ___________________________________________________________________
 CK2296* NAD 83(1986)-  32 22 18.     (N)    080 34 54.     (W)     SCALED    
 CK2296* NAVD 88     -         5.550  (meters)      18.21   (feet)  ADJUSTED  
 CK2296  ___________________________________________________________________
 CK2296  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK2296  DYNAMIC HT  -           5.543 (meters)      18.19  (feet)  COMP
 CK2296  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 CK2296
 CK2296  VERT ORDER  -  FIRST     CLASS II
 CK2296
 CK2296.The horizontal coordinates were scaled from a topographic map and have
 CK2296.an estimated accuracy of +/- 6 seconds.
 CK2296
 CK2296.The orthometric height was determined by differential leveling
 CK2296.and adjusted by the National Geodetic Survey in June 1991..
 CK2296
 CK2296.The geoid height was determined by GEOID03.
 CK2296
 CK2296.The dynamic height is computed by dividing the NAVD 88
 CK2296.geopotential number by the normal gravity value computed on the
 CK2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2296.degrees latitude (g = 980.6199 gals.).
 CK2296
 CK2296.The modeled gravity was interpolated from observed gravity values.
 CK2296
 CK2296;                    North         East    Units  Estimated Accuracy
 CK2296;SPC SC       -    59,790.      648,970.      MT  (+/- 180 meters Scaled)
 CK2296
 CK2296                          SUPERSEDED SURVEY CONTROL
 CK2296
 CK2296  NGVD 29 (03/21/89)    5.831  (m)           19.13   (f) ADJUSTED    1 2
 CK2296
 CK2296.Superseded values are not recommended for survey control.
 CK2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2296.See file dsdata.txt to determine how the superseded data were derived.
 CK2296
 CK2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR393817(NAD 83)
 CK2296_MARKER: DB = BENCH MARK DISK
 CK2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2296_SP_SET: CONCRETE POST
 CK2296_STAMPING: VERT 7 155 1982
 CK2296_MARK LOGO: SCGS  
 CK2296_PROJECTION: FLUSH
 CK2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2296+STABILITY: SURFACE MOTION
 CK2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2296+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 CK2296
 CK2296  HISTORY     - Date     Condition        Report By
 CK2296  HISTORY     - 1982     MONUMENTED       SCGS
 CK2296  HISTORY     - 20020616 GOOD             USPSQD
 CK2296
 CK2296                          STATION DESCRIPTION
 CK2296
 CK2296'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2296'3.2 KM (2.0 MI) SOUTH FROM FROGMORE.
 CK2296'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2296'OFFICE IN FROGMORE, THENCE 3.0 KILOMETER (1.9 MILES) SOUTH ALONG
 CK2296'COUNTY ROAD S-7-45, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 CK2296'COUNTY ROAD S-7-185 NEAR A 50-INCH PINE TREE, 12.5 METERS (41.0 FEET)
 CK2296'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-7-45, 12.2 METERS (40.0
 CK2296'FEET) SOUTH OF THE CENTERLINE OF COUNTY ROAD S-7-185, 5.6 METERS (18.5
 CK2296'FEET) WEST-NORTHWEST OF THE 50-INCH PINE TREE.
 CK2296'THE MARK IS 0.90 METERS  ENE FROM A WITNESS POST.
 CK2296'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-45.
 CK2296
 CK2296                          STATION RECOVERY (2002)
 CK2296
 CK2296'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2297 ***********************************************************************
 CK2297  DESIGNATION -  7 156
 CK2297  PID         -  CK2297
 CK2297  STATE/COUNTY-  SC/BEAUFORT
 CK2297  USGS QUAD   -  FROGMORE (1956)
 CK2297
 CK2297                         *CURRENT SURVEY CONTROL
 CK2297  ___________________________________________________________________
 CK2297* NAD 83(1986)-  32 22 43.     (N)    080 35 42.     (W)     SCALED    
 CK2297* NAVD 88     -         2.792  (meters)       9.16   (feet)  ADJUSTED  
 CK2297  ___________________________________________________________________
 CK2297  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2297  DYNAMIC HT  -           2.789 (meters)       9.15  (feet)  COMP
 CK2297  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 CK2297
 CK2297  VERT ORDER  -  FIRST     CLASS II
 CK2297
 CK2297.The horizontal coordinates were scaled from a topographic map and have
 CK2297.an estimated accuracy of +/- 6 seconds.
 CK2297
 CK2297.The orthometric height was determined by differential leveling
 CK2297.and adjusted by the National Geodetic Survey in June 1991..
 CK2297
 CK2297.The geoid height was determined by GEOID03.
 CK2297
 CK2297.The dynamic height is computed by dividing the NAVD 88
 CK2297.geopotential number by the normal gravity value computed on the
 CK2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2297.degrees latitude (g = 980.6199 gals.).
 CK2297
 CK2297.The modeled gravity was interpolated from observed gravity values.
 CK2297
 CK2297;                    North         East    Units  Estimated Accuracy
 CK2297;SPC SC       -    60,550.      647,710.      MT  (+/- 180 meters Scaled)
 CK2297
 CK2297                          SUPERSEDED SURVEY CONTROL
 CK2297
 CK2297  NGVD 29 (03/21/89)    3.074  (m)           10.09   (f) ADJUSTED    1 2
 CK2297
 CK2297.Superseded values are not recommended for survey control.
 CK2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2297.See file dsdata.txt to determine how the superseded data were derived.
 CK2297
 CK2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR380824(NAD 83)
 CK2297_MARKER: DB = BENCH MARK DISK
 CK2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2297_SP_SET: CONCRETE POST
 CK2297_STAMPING: VERT 7 156 1982
 CK2297_MARK LOGO: SCGS  
 CK2297_PROJECTION: RECESSED 7 CENTIMETERS
 CK2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2297+STABILITY: SURFACE MOTION
 CK2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2297+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 CK2297
 CK2297  HISTORY     - Date     Condition        Report By
 CK2297  HISTORY     - 1982     MONUMENTED       SCGS
 CK2297  HISTORY     - 20020614 GOOD             USPSQD
 CK2297
 CK2297                          STATION DESCRIPTION
 CK2297
 CK2297'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2297'5.1 KM (3.15 MI) SW FROM FROGMORE.
 CK2297'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2297'OFFICE IN FROGMORE, THENCE 3.0 KILOMETERS (1.9 MILES) SOUTH ALONG
 CK2297'COUNTY ROAD S-7-45, THENCE 1.7 KILOMETERS (1.05 MILES) WEST ALONG
 CK2297'COUNTY ROAD S-7-185, THENCE 0.2 KILOMETER (0.1 MILE) SOUTH ALONG
 CK2297'COUNTY ROAD S-7-113, SET IN THE FRONT YARD OF A ONE STORY WOODEN
 CK2297'HOUSE, 12.0 METERS (39.8 FEET) WEST-NORTHWEST OF THE CENTERLINE OF
 CK2297'COUNTY ROAD S-7-113, 42.5 METERS (139.5 FEET) EAST-SOUTHEAST OF THE
 CK2297'SOUTHEAST CORNER OF THE HOUSE, 28.8 METERS (94.8 FEET) SOUTH-SOUTHWEST
 CK2297'OF POWER POLE NUMBER 281232.
 CK2297'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-113.
 CK2297
 CK2297                          STATION RECOVERY (2002)
 CK2297
 CK2297'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2297'MARKER IS NOW 3 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2298 ***********************************************************************
 CK2298  DESIGNATION -  7 157
 CK2298  PID         -  CK2298
 CK2298  STATE/COUNTY-  SC/BEAUFORT
 CK2298  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK2298
 CK2298                         *CURRENT SURVEY CONTROL
 CK2298  ___________________________________________________________________
 CK2298* NAD 83(1986)-  32 22 12.     (N)    080 36 02.     (W)     SCALED    
 CK2298* NAVD 88     -         3.181  (meters)      10.44   (feet)  ADJUSTED  
 CK2298  ___________________________________________________________________
 CK2298  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2298  DYNAMIC HT  -           3.177 (meters)      10.42  (feet)  COMP
 CK2298  MODELED GRAV-     979,516.4   (mgal)                       NAVD 88
 CK2298
 CK2298  VERT ORDER  -  FIRST     CLASS II
 CK2298
 CK2298.The horizontal coordinates were scaled from a topographic map and have
 CK2298.an estimated accuracy of +/- 6 seconds.
 CK2298
 CK2298.The orthometric height was determined by differential leveling
 CK2298.and adjusted by the National Geodetic Survey in June 1991..
 CK2298
 CK2298.The geoid height was determined by GEOID03.
 CK2298
 CK2298.The dynamic height is computed by dividing the NAVD 88
 CK2298.geopotential number by the normal gravity value computed on the
 CK2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2298.degrees latitude (g = 980.6199 gals.).
 CK2298
 CK2298.The modeled gravity was interpolated from observed gravity values.
 CK2298
 CK2298;                    North         East    Units  Estimated Accuracy
 CK2298;SPC SC       -    59,590.      647,190.      MT  (+/- 180 meters Scaled)
 CK2298
 CK2298                          SUPERSEDED SURVEY CONTROL
 CK2298
 CK2298  NGVD 29 (03/21/89)    3.463  (m)           11.36   (f) ADJUSTED    1 2
 CK2298
 CK2298.Superseded values are not recommended for survey control.
 CK2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2298.See file dsdata.txt to determine how the superseded data were derived.
 CK2298
 CK2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR375815(NAD 83)
 CK2298_MARKER: DB = BENCH MARK DISK
 CK2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2298_SP_SET: CONCRETE POST
 CK2298_STAMPING: VERT 7 157 1982
 CK2298_MARK LOGO: SCGS  
 CK2298_PROJECTION: FLUSH
 CK2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2298+STABILITY: SURFACE MOTION
 CK2298
 CK2298  HISTORY     - Date     Condition        Report By
 CK2298  HISTORY     - 1982     MONUMENTED       SCGS
 CK2298  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 CK2298
 CK2298                          STATION DESCRIPTION
 CK2298
 CK2298'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2298'6.2 KM (3.85 MI) SW FROM FROGMORE.
 CK2298'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2298'OFFICE IN FROGMORE, THENCE 3.0 KILOMETERS (1.9 MILES) SOUTH ALONG
 CK2298'COUNTY ROAD S-7-45, THENCE 1.7 KILOMETERS (1.05 MILES) WEST ALONG
 CK2298'COUNTY ROAD S-7-185, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTH ALONG
 CK2298'COUNTY ROAD S-7-113, SET ON THE NORTH SIDE OF A SAND DRIVE LEADING TO
 CK2298'A VERY NICE HOUSE, 19.9 METERS (65.7 FEET) NORTHWEST OF THE CENTERLINE
 CK2298'OF COUNTY ROAD S-7-113, 18.9 METERS (62.5 FEET) NORTH-NORTHEAST OF THE
 CK2298'APPROXIMATE CENTER OF THE SAND DRIVE, 5.8 METERS (19.5 FEET)
 CK2298'SOUTH-SOUTHWEST OF A 36-INCH BLAZED OAK TREE.
 CK2298'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-113.
 CK2298
 CK2298                          STATION RECOVERY (2002)
 CK2298
 CK2298'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2298'NOT FOUND.  DIMENSIONS LEAD TO A THICK DECORATIVE PLANTING OF
 CK2298'RHODODENDRON.  NO WP HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2299 ***********************************************************************
 CK2299  DESIGNATION -  7 158
 CK2299  PID         -  CK2299
 CK2299  STATE/COUNTY-  SC/BEAUFORT
 CK2299  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK2299
 CK2299                         *CURRENT SURVEY CONTROL
 CK2299  ___________________________________________________________________
 CK2299* NAD 83(1986)-  32 21 51.     (N)    080 36 42.     (W)     SCALED    
 CK2299* NAVD 88     -         3.708  (meters)      12.17   (feet)  ADJUSTED  
 CK2299  ___________________________________________________________________
 CK2299  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2299  DYNAMIC HT  -           3.704 (meters)      12.15  (feet)  COMP
 CK2299  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 CK2299
 CK2299  VERT ORDER  -  FIRST     CLASS II
 CK2299
 CK2299.The horizontal coordinates were scaled from a topographic map and have
 CK2299.an estimated accuracy of +/- 6 seconds.
 CK2299
 CK2299.The orthometric height was determined by differential leveling
 CK2299.and adjusted by the National Geodetic Survey in June 1991..
 CK2299
 CK2299.The geoid height was determined by GEOID03.
 CK2299
 CK2299.The dynamic height is computed by dividing the NAVD 88
 CK2299.geopotential number by the normal gravity value computed on the
 CK2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2299.degrees latitude (g = 980.6199 gals.).
 CK2299
 CK2299.The modeled gravity was interpolated from observed gravity values.
 CK2299
 CK2299;                    North         East    Units  Estimated Accuracy
 CK2299;SPC SC       -    58,940.      646,150.      MT  (+/- 180 meters Scaled)
 CK2299
 CK2299                          SUPERSEDED SURVEY CONTROL
 CK2299
 CK2299  NGVD 29 (03/21/89)    3.991  (m)           13.09   (f) ADJUSTED    1 2
 CK2299
 CK2299.Superseded values are not recommended for survey control.
 CK2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2299.See file dsdata.txt to determine how the superseded data were derived.
 CK2299
 CK2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR365808(NAD 83)
 CK2299_MARKER: DB = BENCH MARK DISK
 CK2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2299_SP_SET: CONCRETE POST
 CK2299_STAMPING: VERT 7 158 1982
 CK2299_MARK LOGO: SCGS  
 CK2299_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2299+STABILITY: SURFACE MOTION
 CK2299
 CK2299  HISTORY     - Date     Condition        Report By
 CK2299  HISTORY     - 1982     MONUMENTED       SCGS
 CK2299  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 CK2299
 CK2299                          STATION DESCRIPTION
 CK2299
 CK2299'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2299'7.7 KM (4.8 MI) SW FROM FROGMORE.
 CK2299'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2299'OFFICE IN FROGMORE, THENCE 3.0 KILOMETERS (1.9 MILES) SOUTH ALONG
 CK2299'COUNTY ROAD S-7-45, THENCE 1.7 KILOMETERS (1.05 MILE) WEST ALONG
 CK2299'COUNTY ROAD S-7-185, THENCE 2.8 KILOMETERS (1.75 MILES) SOUTH ALONG
 CK2299'COUNTY ROAD S-7-113, SET ON THE SOUTH SIDE OF THE ROAD NEAR A DOUBLE
 CK2299'36-INCH PINE TREE, 11.1 METERS (36.8 FEET) SOUTH-SOUTHEAST OF THE
 CK2299'CENTERLINE OF COUNTY ROAD S-7-113, 21.9 METERS (72.0 FEET)
 CK2299'WEST-SOUTHWEST OF THE DOUBLE 36-INCH BLAZED PINE TREE, 4.6 METERS
 CK2299'(15.0 FEET) EAST-SOUTHEAST OF A 12-INCH BLAZED OAK TREE.
 CK2299'THE MARK IS 0.90 METERS  N FROM A WITNESS POST.
 CK2299'THE MARK IS 1.00 M ABOVE COUNTY ROAD S-7-113.
 CK2299
 CK2299                          STATION RECOVERY (2002)
 CK2299
 CK2299'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2299'NOT FOUND.  SEARCHED SE OF SR 7-113 WITH MICRONTA 4001 METAL DETECTOR.
 CK2299'NO WP HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2300 ***********************************************************************
 CK2300  DESIGNATION -  7 159
 CK2300  PID         -  CK2300
 CK2300  STATE/COUNTY-  SC/BEAUFORT
 CK2300  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2300
 CK2300                         *CURRENT SURVEY CONTROL
 CK2300  ___________________________________________________________________
 CK2300* NAD 83(1986)-  32 21 34.     (N)    080 37 32.     (W)     SCALED    
 CK2300* NAVD 88     -         3.798  (meters)      12.46   (feet)  ADJUSTED  
 CK2300  ___________________________________________________________________
 CK2300  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CK2300  DYNAMIC HT  -           3.793 (meters)      12.44  (feet)  COMP
 CK2300  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 CK2300
 CK2300  VERT ORDER  -  FIRST     CLASS II
 CK2300
 CK2300.The horizontal coordinates were scaled from a topographic map and have
 CK2300.an estimated accuracy of +/- 6 seconds.
 CK2300
 CK2300.The orthometric height was determined by differential leveling
 CK2300.and adjusted by the National Geodetic Survey in June 1991..
 CK2300
 CK2300.The geoid height was determined by GEOID03.
 CK2300
 CK2300.The dynamic height is computed by dividing the NAVD 88
 CK2300.geopotential number by the normal gravity value computed on the
 CK2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2300.degrees latitude (g = 980.6199 gals.).
 CK2300
 CK2300.The modeled gravity was interpolated from observed gravity values.
 CK2300
 CK2300;                    North         East    Units  Estimated Accuracy
 CK2300;SPC SC       -    58,410.      644,850.      MT  (+/- 180 meters Scaled)
 CK2300
 CK2300                          SUPERSEDED SURVEY CONTROL
 CK2300
 CK2300  NGVD 29 (03/21/89)    4.080  (m)           13.39   (f) ADJUSTED    1 2
 CK2300
 CK2300.Superseded values are not recommended for survey control.
 CK2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2300.See file dsdata.txt to determine how the superseded data were derived.
 CK2300
 CK2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR352803(NAD 83)
 CK2300_MARKER: DB = BENCH MARK DISK
 CK2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2300_SP_SET: CONCRETE POST
 CK2300_STAMPING: VERT 7 159 1982
 CK2300_MARK LOGO: SCGS  
 CK2300_PROJECTION: RECESSED 7 CENTIMETERS
 CK2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2300+STABILITY: SURFACE MOTION
 CK2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2300+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 CK2300
 CK2300  HISTORY     - Date     Condition        Report By
 CK2300  HISTORY     - 1982     MONUMENTED       SCGS
 CK2300  HISTORY     - 20020614 GOOD             USPSQD
 CK2300
 CK2300                          STATION DESCRIPTION
 CK2300
 CK2300'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2300'10.5 KM (6.5 MI) SW FROM FROGMORE.
 CK2300'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2300'OFFICE IN FROGMORE, THENCE 7.6 KILOMETERS (4.7 MILES) SOUTH ALONG
 CK2300'COUNTY ROAD S-7-45, THENCE 2.7 KILOMETERS (1.7 MILES) NORTHWEST ALONG
 CK2300'COUNTY ROAD S-7-169, SET NEAR THE NORTHWEST CORNER OF A CHURCH IN THE
 CK2300'SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-7-113, 21.2
 CK2300'METERS (69.7 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 CK2300'S-7-113, 9.8 METERS (32.1 FEET) WEST-NORTHWEST OF THE CENTER OF THE
 CK2300'MAIN ENTRANCE DOORS, 1.9 METERS (6.3 FEET) WEST OF POWER POLE NUMBER
 CK2300'225147.
 CK2300'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-7-113.
 CK2300
 CK2300                          STATION RECOVERY (2002)
 CK2300
 CK2300'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2300'MARKER IS NE OF PP 225147 (NOT N).  CHURCH IS SCOTT NEW CHURCH OF
 CK2300'CHRIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2301 ***********************************************************************
 CK2301  DESIGNATION -  7 160
 CK2301  PID         -  CK2301
 CK2301  STATE/COUNTY-  SC/BEAUFORT
 CK2301  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2301
 CK2301                         *CURRENT SURVEY CONTROL
 CK2301  ___________________________________________________________________
 CK2301* NAD 83(1986)-  32 20 50.     (N)    080 37 29.     (W)     SCALED    
 CK2301* NAVD 88     -         3.441  (meters)      11.29   (feet)  ADJUSTED  
 CK2301  ___________________________________________________________________
 CK2301  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2301  DYNAMIC HT  -           3.437 (meters)      11.28  (feet)  COMP
 CK2301  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 CK2301
 CK2301  VERT ORDER  -  FIRST     CLASS II
 CK2301
 CK2301.The horizontal coordinates were scaled from a topographic map and have
 CK2301.an estimated accuracy of +/- 6 seconds.
 CK2301
 CK2301.The orthometric height was determined by differential leveling
 CK2301.and adjusted by the National Geodetic Survey in June 1991..
 CK2301
 CK2301.The geoid height was determined by GEOID03.
 CK2301
 CK2301.The dynamic height is computed by dividing the NAVD 88
 CK2301.geopotential number by the normal gravity value computed on the
 CK2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2301.degrees latitude (g = 980.6199 gals.).
 CK2301
 CK2301.The modeled gravity was interpolated from observed gravity values.
 CK2301
 CK2301;                    North         East    Units  Estimated Accuracy
 CK2301;SPC SC       -    57,060.      644,930.      MT  (+/- 180 meters Scaled)
 CK2301
 CK2301                          SUPERSEDED SURVEY CONTROL
 CK2301
 CK2301  NGVD 29 (03/21/89)    3.724  (m)           12.22   (f) ADJUSTED    1 2
 CK2301
 CK2301.Superseded values are not recommended for survey control.
 CK2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2301.See file dsdata.txt to determine how the superseded data were derived.
 CK2301
 CK2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR353789(NAD 83)
 CK2301_MARKER: DB = BENCH MARK DISK
 CK2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2301_SP_SET: CONCRETE POST
 CK2301_STAMPING: VERT 7 160 1982
 CK2301_MARK LOGO: SCGS  
 CK2301_PROJECTION: RECESSED 7 CENTIMETERS
 CK2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2301+STABILITY: SURFACE MOTION
 CK2301
 CK2301  HISTORY     - Date     Condition        Report By
 CK2301  HISTORY     - 1982     MONUMENTED       SCGS
 CK2301  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 CK2301
 CK2301                          STATION DESCRIPTION
 CK2301
 CK2301'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2301'8.8 KM (5.4 MI) SW FROM FROGMORE.
 CK2301'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2301'OFFICE IN FROGMORE, THENCE 7.6 KILOMETERS (4.7 MILES) SOUTH ALONG
 CK2301'COUNTY ROAD S-7-45, THENCE 1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG
 CK2301'COUNTY ROAD S-7-169, SET IN THE FRONT YARD OF A TWO STORY HOUSE THAT
 CK2301'HAS FOUR BIG PILLARS, NEAR TWO 50-INCH BIRCH TREES, 26.0 METERS (85.5
 CK2301'FEET) SOUTH-SOUTHWEST OF THE FACE OF THE HOUSE, 20.9 METERS (68.9
 CK2301'FEET) NORTH OF POWER POLE NUMBER 281192, 13.5 METERS (44.2 FEET)
 CK2301'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-7-169, 55.2 METERS
 CK2301'(181.0 FEET) EAST-SOUTHEAST OF A FIRE HYDRANT, 7.8 METERS (25.7 FEET)
 CK2301'EAST OF THE WESTERN MOST TREE.
 CK2301'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-7-169.
 CK2301
 CK2301                          STATION RECOVERY (2002)
 CK2301
 CK2301'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2301'NOT FOUND.  SEARCHED IN FRONT OF HOME WITH MICRONTA 4001 AND PROBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2302 ***********************************************************************
 CK2302  DESIGNATION -  7 161
 CK2302  PID         -  CK2302
 CK2302  STATE/COUNTY-  SC/BEAUFORT
 CK2302  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK2302
 CK2302                         *CURRENT SURVEY CONTROL
 CK2302  ___________________________________________________________________
 CK2302* NAD 83(1986)-  32 20 19.     (N)    080 37 13.     (W)     SCALED    
 CK2302* NAVD 88     -         5.779  (meters)      18.96   (feet)  ADJUSTED  
 CK2302  ___________________________________________________________________
 CK2302  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2302  DYNAMIC HT  -           5.772 (meters)      18.94  (feet)  COMP
 CK2302  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 CK2302
 CK2302  VERT ORDER  -  FIRST     CLASS II
 CK2302
 CK2302.The horizontal coordinates were scaled from a topographic map and have
 CK2302.an estimated accuracy of +/- 6 seconds.
 CK2302
 CK2302.The orthometric height was determined by differential leveling
 CK2302.and adjusted by the National Geodetic Survey in June 1991..
 CK2302
 CK2302.The geoid height was determined by GEOID03.
 CK2302
 CK2302.The dynamic height is computed by dividing the NAVD 88
 CK2302.geopotential number by the normal gravity value computed on the
 CK2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2302.degrees latitude (g = 980.6199 gals.).
 CK2302
 CK2302.The modeled gravity was interpolated from observed gravity values.
 CK2302
 CK2302;                    North         East    Units  Estimated Accuracy
 CK2302;SPC SC       -    56,110.      645,350.      MT  (+/- 180 meters Scaled)
 CK2302
 CK2302                          SUPERSEDED SURVEY CONTROL
 CK2302
 CK2302  NGVD 29 (03/21/89)    6.062  (m)           19.89   (f) ADJUSTED    1 2
 CK2302
 CK2302.Superseded values are not recommended for survey control.
 CK2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2302.See file dsdata.txt to determine how the superseded data were derived.
 CK2302
 CK2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR357780(NAD 83)
 CK2302_MARKER: DB = BENCH MARK DISK
 CK2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2302_SP_SET: CONCRETE POST
 CK2302_STAMPING: VERT 7 161 1982
 CK2302_MARK LOGO: SCGS  
 CK2302_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2302+STABILITY: SURFACE MOTION
 CK2302
 CK2302  HISTORY     - Date     Condition        Report By
 CK2302  HISTORY     - 1982     MONUMENTED       SCGS
 CK2302  HISTORY     - 19960610 GOOD             USPSQD
 CK2302
 CK2302                          STATION DESCRIPTION
 CK2302
 CK2302'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2302'8.4 KM (5.2 MI) SW FROM FROGMORE.
 CK2302'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2302'OFFICE IN FROGMORE, THENCE 8.2 KILOMETERS (5.1 MILES) SOUTH ALONG
 CK2302'COUNTY ROAD S-7-45, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 CK2302'A SAND ROAD NEAR A PHONE JUNCTION BOX, 10.5 METERS (34.7 FEET)
 CK2302'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-7-45, 12.0 METERS (39.6
 CK2302'FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 10.4
 CK2302'METERS (34.5 FEET) EAST-NORTHEAST OF A 12-INCH BLAZED OAK TREE.
 CK2302'THE MARK IS 0.90 METERS  SE FROM A WITNESS POST.
 CK2302'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-7-45.
 CK2302
 CK2302                          STATION RECOVERY (1996)
 CK2302
 CK2302'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2303 ***********************************************************************
 CK2303  DESIGNATION -  7 162
 CK2303  PID         -  CK2303
 CK2303  STATE/COUNTY-  SC/BEAUFORT
 CK2303  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2303
 CK2303                         *CURRENT SURVEY CONTROL
 CK2303  ___________________________________________________________________
 CK2303* NAD 83(1986)-  32 19 46.     (N)    080 37 48.     (W)     SCALED    
 CK2303* NAVD 88     -         6.149  (meters)      20.17   (feet)  ADJUSTED  
 CK2303  ___________________________________________________________________
 CK2303  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2303  DYNAMIC HT  -           6.143 (meters)      20.15  (feet)  COMP
 CK2303  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CK2303
 CK2303  VERT ORDER  -  FIRST     CLASS II
 CK2303
 CK2303.The horizontal coordinates were scaled from a topographic map and have
 CK2303.an estimated accuracy of +/- 6 seconds.
 CK2303
 CK2303.The orthometric height was determined by differential leveling
 CK2303.and adjusted by the National Geodetic Survey in June 1991..
 CK2303
 CK2303.The geoid height was determined by GEOID03.
 CK2303
 CK2303.The dynamic height is computed by dividing the NAVD 88
 CK2303.geopotential number by the normal gravity value computed on the
 CK2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2303.degrees latitude (g = 980.6199 gals.).
 CK2303
 CK2303.The modeled gravity was interpolated from observed gravity values.
 CK2303
 CK2303;                    North         East    Units  Estimated Accuracy
 CK2303;SPC SC       -    55,090.      644,440.      MT  (+/- 180 meters Scaled)
 CK2303
 CK2303                          SUPERSEDED SURVEY CONTROL
 CK2303
 CK2303  NGVD 29 (03/21/89)    6.433  (m)           21.11   (f) ADJUSTED    1 2
 CK2303
 CK2303.Superseded values are not recommended for survey control.
 CK2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2303.See file dsdata.txt to determine how the superseded data were derived.
 CK2303
 CK2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR348770(NAD 83)
 CK2303_MARKER: DB = BENCH MARK DISK
 CK2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2303_SP_SET: CONCRETE POST
 CK2303_STAMPING: VERT 7 162 1982
 CK2303_MARK LOGO: SCGS  
 CK2303_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2303+STABILITY: SURFACE MOTION
 CK2303
 CK2303  HISTORY     - Date     Condition        Report By
 CK2303  HISTORY     - 1982     MONUMENTED       SCGS
 CK2303  HISTORY     - 19960610 GOOD             USPSQD
 CK2303
 CK2303                          STATION DESCRIPTION
 CK2303
 CK2303'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2303'9.8 KM (6.1 MI) SW FROM FROGMORE.
 CK2303'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2303'OFFICE IN FROGMORE, THENCE 9.6 KILOMETERS (6.0 MILES) SOUTH ALONG
 CK2303'COUNTY ROAD S-7-45, SET IN THE WOODS NEAR A 70-INCH OAK TREE THAT IS
 CK2303'LEANING, 26.1 METERS (85.5 FEET) WEST OF POWER POLE NUMBER 0291409,
 CK2303'11.4 METERS (37.5 FEET) NORTHWEST OF THE CENTERLINE OF COUNTY ROAD
 CK2303'S-7-45, 4.6 METERS (15.4 FEET) NORTH-NORTHWEST OF THE 70-INCH LEANING
 CK2303'OAK TREE, 6.6 METERS (21.8 FEET) WEST-SOUTHWEST OF A 12-INCH BLAZED
 CK2303'OAK TREE.
 CK2303'THE MARK IS 0.90 METERS  SE FROM A WITNESS POST.
 CK2303'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-7-45.
 CK2303
 CK2303                          STATION RECOVERY (1996)
 CK2303
 CK2303'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2304 ***********************************************************************
 CK2304  DESIGNATION -  7 163
 CK2304  PID         -  CK2304
 CK2304  STATE/COUNTY-  SC/BEAUFORT
 CK2304  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2304
 CK2304                         *CURRENT SURVEY CONTROL
 CK2304  ___________________________________________________________________
 CK2304* NAD 83(1986)-  32 19 00.     (N)    080 38 22.     (W)     SCALED    
 CK2304* NAVD 88     -         4.200  (meters)      13.78   (feet)  ADJUSTED  
 CK2304  ___________________________________________________________________
 CK2304  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2304  DYNAMIC HT  -           4.195 (meters)      13.76  (feet)  COMP
 CK2304  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 CK2304
 CK2304  VERT ORDER  -  FIRST     CLASS II
 CK2304
 CK2304.The horizontal coordinates were scaled from a topographic map and have
 CK2304.an estimated accuracy of +/- 6 seconds.
 CK2304
 CK2304.The orthometric height was determined by differential leveling
 CK2304.and adjusted by the National Geodetic Survey in June 1991..
 CK2304
 CK2304.The geoid height was determined by GEOID03.
 CK2304
 CK2304.The dynamic height is computed by dividing the NAVD 88
 CK2304.geopotential number by the normal gravity value computed on the
 CK2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2304.degrees latitude (g = 980.6199 gals.).
 CK2304
 CK2304.The modeled gravity was interpolated from observed gravity values.
 CK2304
 CK2304;                    North         East    Units  Estimated Accuracy
 CK2304;SPC SC       -    53,670.      643,560.      MT  (+/- 180 meters Scaled)
 CK2304
 CK2304                          SUPERSEDED SURVEY CONTROL
 CK2304
 CK2304  NGVD 29 (03/21/89)    4.484  (m)           14.71   (f) ADJUSTED    1 2
 CK2304
 CK2304.Superseded values are not recommended for survey control.
 CK2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2304.See file dsdata.txt to determine how the superseded data were derived.
 CK2304
 CK2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR339755(NAD 83)
 CK2304_MARKER: DB = BENCH MARK DISK
 CK2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2304_SP_SET: CONCRETE POST
 CK2304_STAMPING: VERT 7 163 1982
 CK2304_MARK LOGO: SCGS  
 CK2304_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2304+STABILITY: SURFACE MOTION
 CK2304
 CK2304  HISTORY     - Date     Condition        Report By
 CK2304  HISTORY     - 1982     MONUMENTED       SCGS
 CK2304  HISTORY     - 19960610 GOOD             USPSQD
 CK2304
 CK2304                          STATION DESCRIPTION
 CK2304
 CK2304'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2304'11.4 KM (7.1 MI) SW FROM FROGMORE.
 CK2304'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2304'OFFICE IN FROGMORE, THENCE 11.2 KILOMETERS (7.05 MILES) SOUTH ALONG
 CK2304'COUNTY ROAD S-7-45, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 CK2304'A SAND ROAD NEAR A PHONE JUNCTION BOX, 20.8 METERS (68.4 FEET)
 CK2304'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 CK2304'12.9 METERS (42.4 FEET) WEST-NORTHWEST OF THE CENTERLINE OF COUNTY
 CK2304'ROAD S-7-45, 6.6 METERS (21.7 FEET) WEST-SOUTHWEST OF THE PHONE
 CK2304'JUNCTION BOX, 2.8 METERS (9.5 FEET) EAST-NORTHEAST OF A 24-INCH BLAZED
 CK2304'OAK TREE.
 CK2304'THE MARK IS 1.00 METERS  ESE FROM A WITNESS POST.
 CK2304'THE MARK IS 0.30 M BELOW COUNTY ROAD S-7-45.
 CK2304
 CK2304                          STATION RECOVERY (1996)
 CK2304
 CK2304'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2305 ***********************************************************************
 CK2305  DESIGNATION -  7 164
 CK2305  PID         -  CK2305
 CK2305  STATE/COUNTY-  SC/BEAUFORT
 CK2305  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2305
 CK2305                         *CURRENT SURVEY CONTROL
 CK2305  ___________________________________________________________________
 CK2305* NAD 83(1986)-  32 18 29.     (N)    080 38 17.     (W)     SCALED    
 CK2305* NAVD 88     -         3.749  (meters)      12.30   (feet)  ADJUSTED  
 CK2305  ___________________________________________________________________
 CK2305  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2305  DYNAMIC HT  -           3.745 (meters)      12.29  (feet)  COMP
 CK2305  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 CK2305
 CK2305  VERT ORDER  -  FIRST     CLASS II
 CK2305
 CK2305.The horizontal coordinates were scaled from a topographic map and have
 CK2305.an estimated accuracy of +/- 6 seconds.
 CK2305
 CK2305.The orthometric height was determined by differential leveling
 CK2305.and adjusted by the National Geodetic Survey in June 1991..
 CK2305
 CK2305.The geoid height was determined by GEOID03.
 CK2305
 CK2305.The dynamic height is computed by dividing the NAVD 88
 CK2305.geopotential number by the normal gravity value computed on the
 CK2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2305.degrees latitude (g = 980.6199 gals.).
 CK2305
 CK2305.The modeled gravity was interpolated from observed gravity values.
 CK2305
 CK2305;                    North         East    Units  Estimated Accuracy
 CK2305;SPC SC       -    52,710.      643,690.      MT  (+/- 180 meters Scaled)
 CK2305
 CK2305                          SUPERSEDED SURVEY CONTROL
 CK2305
 CK2305  NGVD 29 (03/21/89)    4.033  (m)           13.23   (f) ADJUSTED    1 2
 CK2305
 CK2305.Superseded values are not recommended for survey control.
 CK2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2305.See file dsdata.txt to determine how the superseded data were derived.
 CK2305
 CK2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR340746(NAD 83)
 CK2305_MARKER: DB = BENCH MARK DISK
 CK2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2305_SP_SET: CONCRETE POST
 CK2305_STAMPING: VERT 7 164 1982
 CK2305_MARK LOGO: SCGS  
 CK2305_PROJECTION: PROJECTING 15 CENTIMETERS
 CK2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2305+STABILITY: SURFACE MOTION
 CK2305
 CK2305  HISTORY     - Date     Condition        Report By
 CK2305  HISTORY     - 1982     MONUMENTED       SCGS
 CK2305  HISTORY     - 19960610 GOOD             USPSQD
 CK2305
 CK2305                          STATION DESCRIPTION
 CK2305
 CK2305'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2305'12.6 KM (7.8 MI) SOUTH FROM FROGMORE.
 CK2305'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2305'OFFICE IN FROGMORE, THENCE 12.4 KILOMETERS (7.7 MILES) SOUTH ALONG
 CK2305'COUNTY ROAD S-7-4 AT FORT FREEMONT5, SET IN THE SOUTHWEST ANGLE OF THE
 CK2305'INTERSECTION OF A SAND ROAD AND THE INTERSECTION OF COUNTY ROAD
 CK2305'S-7-77, 8.9 METERS (29.4 FEET) WEST OF THE CENTERLINE OF COUNTY ROAD
 CK2305'S-7-45, 19.4 METERS (63.8 FEET) WEST-SOUTHWEST OF A FIRE HYDRANT,
 CK2305'10.1 METERS (33.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE SAND
 CK2305'ROAD, 5.5 METERS (18.0 FEET) SOUTH-SOUTHWEST OF POWER POLE NUMBER
 CK2305'265884, 3.2 METERS (10.5 FEET) NORTH-NORTHWEST OF A PHONE JUNCTION
 CK2305'BOX.
 CK2305'THE MARK IS 0.90 METERS  E FROM A WITNESS POST.
 CK2305'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2305
 CK2305                          STATION RECOVERY (1996)
 CK2305
 CK2305'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2315 ***********************************************************************
 CK2315  DESIGNATION -  7 165
 CK2315  PID         -  CK2315
 CK2315  STATE/COUNTY-  SC/BEAUFORT
 CK2315  USGS QUAD   -  FROGMORE (1956)
 CK2315
 CK2315                         *CURRENT SURVEY CONTROL
 CK2315  ___________________________________________________________________
 CK2315* NAD 83(2001)-  32 24 02.27612(N)    080 33 41.53134(W)     ADJUSTED  
 CK2315* NAVD 88     -         6.899  (meters)      22.63   (feet)  ADJUSTED  
 CK2315  ___________________________________________________________________
 CK2315  X           -     883,956.116 (meters)                     COMP
 CK2315  Y           -  -5,317,390.162 (meters)                     COMP
 CK2315  Z           -   3,398,011.038 (meters)                     COMP
 CK2315  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 CK2315  ELLIP HEIGHT-         -24.95  (meters)          (06/28/04) GPS OBS
 CK2315  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2315  DYNAMIC HT  -           6.891 (meters)      22.61  (feet)  COMP
 CK2315  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 CK2315
 CK2315  HORZ ORDER  -  B
 CK2315  VERT ORDER  -  FIRST     CLASS II
 CK2315  ELLP ORDER  -  FOURTH    CLASS I
 CK2315
 CK2315.The horizontal coordinates were established by GPS observations
 CK2315.and adjusted by the National Geodetic Survey in February 2003..
 CK2315
 CK2315.The orthometric height was determined by differential leveling
 CK2315.and adjusted by the National Geodetic Survey in June 1991..
 CK2315
 CK2315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2315
 CK2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2315
 CK2315.The ellipsoidal height was determined by GPS observations
 CK2315.and is referenced to NAD 83.
 CK2315
 CK2315.The geoid height was determined by GEOID03.
 CK2315
 CK2315.The dynamic height is computed by dividing the NAVD 88
 CK2315.geopotential number by the normal gravity value computed on the
 CK2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2315.degrees latitude (g = 980.6199 gals.).
 CK2315
 CK2315.The modeled gravity was interpolated from observed gravity values.
 CK2315
 CK2315;                    North         East     Units Scale Factor Converg.
 CK2315;SPC SC       -    63,004.757   650,852.009   MT  1.00003647   +0 14 35.1
 CK2315;SPC SC       -   206,708.52  2,135,341.24   iFT  1.00003647   +0 14 35.1
 CK2315;UTM  17      - 3,584,928.706   541,234.300   MT  0.99962097   +0 14 05.8
 CK2315
 CK2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2315!SPC SC       -   1.00000392  x   1.00003647  =   1.00004039
 CK2315!UTM  17      -   1.00000392  x   0.99962097  =   0.99962489
 CK2315
 CK2315|---------------------------------------------------------------------|
 CK2315| PID    Reference Object                     Distance      Geod. Az  |
 CK2315|                                                           dddmmss.s |
 CK2315| CK4337 7 223                               164.246 METERS 26200     |
 CK2315|---------------------------------------------------------------------|
 CK2315
 CK2315                          SUPERSEDED SURVEY CONTROL
 CK2315
 CK2315  NAD 83(1986)-  32 24 02.28697(N)    080 33 41.53877(W) AD(       ) 1
 CK2315  ELLIP H (02/10/03)  -24.92   (m)                       GP(       ) 4 2
 CK2315  NAD 83(1995)-  32 24 02.27590(N)    080 33 41.53136(W) AD(       ) B
 CK2315  ELLIP H (08/25/00)  -24.90   (m)                       GP(       ) 2 2
 CK2315  NAD 83(1986)-  32 24 02.28745(N)    080 33 41.54103(W) AD(       ) 1
 CK2315  NAVD 88 (08/25/00)    6.90   (m)           22.6    (f) LEVELING    3  
 CK2315  NGVD 29 (03/21/89)    7.180  (m)           23.56   (f) ADJUSTED    1 2
 CK2315
 CK2315.Superseded values are not recommended for survey control.
 CK2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2315.See file dsdata.txt to determine how the superseded data were derived.
 CK2315
 CK2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR4123484929(NAD 83)
 CK2315_MARKER: DD = SURVEY DISK
 CK2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2315_SP_SET: CONCRETE POST
 CK2315_STAMPING: VERT 7 165 1982
 CK2315_MARK LOGO: SCGS  
 CK2315_PROJECTION: RECESSED 3 CENTIMETERS
 CK2315_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2315+STABILITY: SURFACE MOTION
 CK2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2315+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 CK2315
 CK2315  HISTORY     - Date     Condition        Report By
 CK2315  HISTORY     - 1982     MONUMENTED       SCGS
 CK2315  HISTORY     - 1990     GOOD             USPSQD
 CK2315  HISTORY     - 19950326 GOOD             USPSQD
 CK2315  HISTORY     - 19960610 GOOD             USPSQD
 CK2315  HISTORY     - 19980304 GOOD             SCGS
 CK2315  HISTORY     - 20030428 GOOD             SCGS
 CK2315  HISTORY     - 20040317 GOOD             GREOMA
 CK2315  HISTORY     - 20050705 GOOD             SCGS
 CK2315
 CK2315                          STATION DESCRIPTION
 CK2315
 CK2315'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2315'1.6 KM (1.0 MI) EAST FROM FROGMORE.
 CK2315'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2315'OFFICE IN FROGMORE, SET IN LINE WITH THE MAIN ENTRANCE DOORS TO THE
 CK2315'ST. HELENA SCHOOL, 81.7 METERS (268.0 FEET) SOUTH OF THE FLAGPOLE IN
 CK2315'FRONT OF THE SCHOOL, 53.6 METERS (176.0 FEET) EAST-NORTHEAST OF A FIRE
 CK2315'HYDRANT, 35.9 METERS (118.0 FEET) WEST OF THE APPROXIMATE CENTER OF
 CK2315'THE EAST DRIVE LEADING TO THE SCHOOL, 32.8 METERS (107.5 FEET) NORTH
 CK2315'OF THE CENTERLINE OF U.S. HIGHWAY 21.
 CK2315'THE MARK IS 0.60 M ABOVE U.S. HIGHWAY 21.
 CK2315
 CK2315                          STATION RECOVERY (1990)
 CK2315
 CK2315'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2315'RECOVERED IN GOOD CONDITION.
 CK2315
 CK2315                          STATION RECOVERY (1995)
 CK2315
 CK2315'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2315'RECOVERED IN GOOD CONDITION.
 CK2315
 CK2315                          STATION RECOVERY (1996)
 CK2315
 CK2315'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2315'RECOVERED IN GOOD CONDITION.
 CK2315
 CK2315                          STATION RECOVERY (1998)
 CK2315
 CK2315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2315'STATION IS LOCATED 6.7 MILES (10.8 KM) EAST SOUTHEAST OF BEAUFORT, ON
 CK2315'ST.  HELENA ISLAND.  OWNERSHIP--ST.  HELENA ELEMENTARY SCHOOL.  TO
 CK2315'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 802 (LADYS ISLAND
 CK2315'DRIVE) , U.S.  HIGHWAYS 21 AND 21 BUSINESS (SEA ISLAND PARKWAY) ON
 CK2315'LADYS ISLAND, 1.6 MILES (2.6 KM) SOUTHEAST OF BEAUFORT, GO SOUTHEAST
 CK2315'ON HIGHWAY 21 FOR 5.4 MILES (8.7 KM) TO THE JUNCTION OF STATE ROAD 74
 CK2315'(EDDINGS POINT ROAD) LEFT, CONTINUE ON HIGHWAY 21 FOR 0.2 MILE (0.3
 CK2315'KM) TO THE STATION ON THE LEFT NEAR AN OLD BRICK AND WOODEN SIGN (ST.
 CK2315'HELENA SCHOOL) .  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 CK2315'CM) AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 40.6 FEET (12.4 M) NORTH
 CK2315'OF A 1.4-FOOT PALMETTO TREE, 107.4 FEET (32.7 M) NORTH OF THE CENTER
 CK2315'OF THE HIGHWAY, 176.3 FEET (53.7 M) EAST NORTHEAST OF A FIRE HYDRANT,
 CK2315'100.4 FEET (30.6 M) NORTHWEST OF A POWER POLE NUMBER 31060/351984,
 CK2315'126.7 FEET (38.6 M) WEST OF THE EAST ENTRANCE TO THE ELEMENTARY
 CK2315'SCHOOL, 19.0 FEET (5.8 M) WEST OF THE SOUTHWEST CORNER OF THE EAST
 CK2315'BRICK PILLAR FOR THE OLD SCHOOL SIGN. RECOVERED BY C.J.  STONE.
 CK2315
 CK2315                          STATION RECOVERY (2003)
 CK2315
 CK2315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2315'STATION IS LOCATED 6.7 MILES EAST OF BEAUFORT. OWNERSHIP--SAINT HELENA
 CK2315'EARLY  LEARNING SCHOOL, 1025 SEA ISLAND PARKWAY, SAINT HELENA ISLAND,
 CK2315'SC 29920. TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 21 (SEA
 CK2315'ISLAND PARKWAY)  AND STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 1.65
 CK2315'MILES SOUTHEAST OF BEAUFORT, GO  SOUTHEAST ON HIGHWAY 21 FOR 4.7 MILES
 CK2315'TO THE JUNCTION OF STATE ROAD 45 (M.L.  KING JR. DRIVE), CONTINUE ON
 CK2315'HIGHWAY 21 FOR 0.9 MILE TO THE STATION ON THE LEFT NEAR AN  OLD BRICK
 CK2315'SIGN BASE IN FRONT OF THE SAINT HELENA EARLY LEARNING CENTER. STATION
 CK2315'IS A CONCRETE POST RECESSED 0.1 FOOT, 107.0 FEET NORTH OF THE CENTER
 CK2315'OF THE  HIGHWAY, 40.4 FEET NORTH OF A LONE 1.3-FOOT PALMETTO TREE, 6.9
 CK2315'FEET SOUTH OF THE  SOUTHEAST CORNER OF THE WESTERN TALL BRICK COLUMN
 CK2315'OF THE SIGN, 10.2 FEET WEST  SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CK2315'EASTERN MOST TALL BRICK COLUMN OF THE  SIGN, 100.0 FEET NORTHWEST OF A
 CK2315'POWER POLE NUMBER 31060/351984. RECOVERED BY T. HALL.
 CK2315
 CK2315                          STATION RECOVERY (2004)
 CK2315
 CK2315'RECOVERY NOTE BY GREENHORNE-OMARA 2004 (TDT)
 CK2315'RECOVERED IN GOOD CONDITION.
 CK2315
 CK2315                          STATION RECOVERY (2005)
 CK2315
 CK2315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2315'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2328 ***********************************************************************
 CK2328  DESIGNATION -  7 166
 CK2328  PID         -  CK2328
 CK2328  STATE/COUNTY-  SC/BEAUFORT
 CK2328  USGS QUAD   -  FROGMORE (1956)
 CK2328
 CK2328                         *CURRENT SURVEY CONTROL
 CK2328  ___________________________________________________________________
 CK2328* NAD 83(1986)-  32 23 57.     (N)    080 32 40.     (W)     SCALED    
 CK2328* NAVD 88     -         5.388  (meters)      17.68   (feet)  ADJUSTED  
 CK2328  ___________________________________________________________________
 CK2328  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 CK2328  DYNAMIC HT  -           5.382 (meters)      17.66  (feet)  COMP
 CK2328  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 CK2328
 CK2328  VERT ORDER  -  FIRST     CLASS II
 CK2328
 CK2328.The horizontal coordinates were scaled from a topographic map and have
 CK2328.an estimated accuracy of +/- 6 seconds.
 CK2328
 CK2328.The orthometric height was determined by differential leveling
 CK2328.and adjusted by the National Geodetic Survey in June 1991..
 CK2328
 CK2328.The geoid height was determined by GEOID03.
 CK2328
 CK2328.The dynamic height is computed by dividing the NAVD 88
 CK2328.geopotential number by the normal gravity value computed on the
 CK2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2328.degrees latitude (g = 980.6199 gals.).
 CK2328
 CK2328.The modeled gravity was interpolated from observed gravity values.
 CK2328
 CK2328;                    North         East    Units  Estimated Accuracy
 CK2328;SPC SC       -    62,850.      652,460.      MT  (+/- 180 meters Scaled)
 CK2328
 CK2328                          SUPERSEDED SURVEY CONTROL
 CK2328
 CK2328  NGVD 29 (03/21/89)    5.670  (m)           18.60   (f) ADJUSTED    1 2
 CK2328
 CK2328.Superseded values are not recommended for survey control.
 CK2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2328.See file dsdata.txt to determine how the superseded data were derived.
 CK2328
 CK2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR428847(NAD 83)
 CK2328_MARKER: DB = BENCH MARK DISK
 CK2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2328_SP_SET: CONCRETE POST
 CK2328_STAMPING: VERT 7 166 1982
 CK2328_MARK LOGO: SCGS  
 CK2328_PROJECTION: RECESSED 7 CENTIMETERS
 CK2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2328+STABILITY: SURFACE MOTION
 CK2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2328+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 CK2328
 CK2328  HISTORY     - Date     Condition        Report By
 CK2328  HISTORY     - 1982     MONUMENTED       SCGS
 CK2328  HISTORY     - 1990     GOOD             USPSQD
 CK2328  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 CK2328  HISTORY     - 20060624 GOOD             USPSQD
 CK2328
 CK2328                          STATION DESCRIPTION
 CK2328
 CK2328'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2328'3.2 KM (2.0 MI) EAST FROM FROGMORE.
 CK2328'3.2 KILOMETERS (2.0 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2328'OFFICE IN FROGMORE, SET AT THE NORTHEAST CORNER OF A RED BRICK HOUSE,
 CK2328'38.1 METERS (125.0 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S.
 CK2328'HIGHWAY 21, 1.9 METERS (6.5 FEET) NORTH-NORTHEAST OF THE NORTHEAST
 CK2328'CORNER OF THE HOUSE, 19.5 METERS (64.0 FEET) EAST OF THE FRONT
 CK2328'ENTRANCE DOOR TO THE HOUSE.
 CK2328'THE MARK IS 0.60 M ABOVE U.S. HIGHWAY 21.
 CK2328
 CK2328                          STATION RECOVERY (1990)
 CK2328
 CK2328'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2328'RECOVERED IN GOOD CONDITION.
 CK2328
 CK2328                          STATION RECOVERY (2002)
 CK2328
 CK2328'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2328'NOT FOUND.  SEARCHED NEAR NE CORNER OF SEVERAL BRICK HOMES IN THIS
 CK2328'AREA WITH MICRONTA 4001.
 CK2328
 CK2328                          STATION RECOVERY (2006)
 CK2328
 CK2328'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK2328'PREVIOUSLY LISTED AS NOT FOUND, HOWEVER, IT IS NOW VISIBLE AS RESULT
 CK2328'OF SOIL BEING REMOVED FROM COVERING. NOW ABOUT 6 INCHES BELOW SURFACE.
 CK2328' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2329 ***********************************************************************
 CK2329  DESIGNATION -  7 167
 CK2329  PID         -  CK2329
 CK2329  STATE/COUNTY-  SC/BEAUFORT
 CK2329  USGS QUAD   -  FROGMORE (1956)
 CK2329
 CK2329                         *CURRENT SURVEY CONTROL
 CK2329  ___________________________________________________________________
 CK2329* NAD 83(1986)-  32 24 20.     (N)    080 31 59.     (W)     SCALED    
 CK2329* NAVD 88     -         2.709  (meters)       8.89   (feet)  ADJUSTED  
 CK2329  ___________________________________________________________________
 CK2329  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 CK2329  DYNAMIC HT  -           2.706 (meters)       8.88  (feet)  COMP
 CK2329  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 CK2329
 CK2329  VERT ORDER  -  FIRST     CLASS II
 CK2329
 CK2329.The horizontal coordinates were scaled from a topographic map and have
 CK2329.an estimated accuracy of +/- 6 seconds.
 CK2329
 CK2329.The orthometric height was determined by differential leveling
 CK2329.and adjusted by the National Geodetic Survey in June 1991..
 CK2329
 CK2329.The geoid height was determined by GEOID03.
 CK2329
 CK2329.The dynamic height is computed by dividing the NAVD 88
 CK2329.geopotential number by the normal gravity value computed on the
 CK2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2329.degrees latitude (g = 980.6199 gals.).
 CK2329
 CK2329.The modeled gravity was interpolated from observed gravity values.
 CK2329
 CK2329;                    North         East    Units  Estimated Accuracy
 CK2329;SPC SC       -    63,560.      653,530.      MT  (+/- 180 meters Scaled)
 CK2329
 CK2329                          SUPERSEDED SURVEY CONTROL
 CK2329
 CK2329  NGVD 29 (03/21/89)    2.991  (m)            9.81   (f) ADJUSTED    1 2
 CK2329
 CK2329.Superseded values are not recommended for survey control.
 CK2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2329.See file dsdata.txt to determine how the superseded data were derived.
 CK2329
 CK2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR439854(NAD 83)
 CK2329_MARKER: DB = BENCH MARK DISK
 CK2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2329_SP_SET: CONCRETE POST
 CK2329_STAMPING: VERT 7 167 1982
 CK2329_MARK LOGO: SCGS  
 CK2329_PROJECTION: RECESSED 7 CENTIMETERS
 CK2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2329+STABILITY: SURFACE MOTION
 CK2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2329+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 CK2329
 CK2329  HISTORY     - Date     Condition        Report By
 CK2329  HISTORY     - 1982     MONUMENTED       SCGS
 CK2329  HISTORY     - 19960610 GOOD             USPSQD
 CK2329  HISTORY     - 20060624 GOOD             USPSQD
 CK2329
 CK2329                          STATION DESCRIPTION
 CK2329
 CK2329'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2329'4.7 KM (2.95 MI) EAST FROM FROGMORE.
 CK2329'4.7 KILOMETERS (2.9 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2329'OFFICE IN FROGMORE, SET IN THE FRONT YARD OF A SMALL BLOCK HOUSE, NEAR
 CK2329'A FIRE HYDRANT, 45.2 METERS (148.2 FEET) EAST-SOUTHEAST OF THE
 CK2329'SOUTHWEST CORNER OF THE BLOCK HOUSE, 11.6 METERS (38.3 FEET)
 CK2329'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 21, 16.5 METERS
 CK2329'(54.0 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF A SAND DRIVE
 CK2329'LEADING TO THE HOUSE, 3.6 METERS (12.1 FEET) SOUTH-SOUTHEAST OF THE
 CK2329'FIRE HYDRANT.
 CK2329'THE MARK IS 0.60 M BELOW U.S. HIGHWAY 21.
 CK2329
 CK2329                          STATION RECOVERY (1996)
 CK2329
 CK2329'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2329'RECOVERED IN GOOD CONDITION.
 CK2329
 CK2329                          STATION RECOVERY (2006)
 CK2329
 CK2329'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2330 ***********************************************************************
 CK2330  DESIGNATION -  7 168
 CK2330  PID         -  CK2330
 CK2330  STATE/COUNTY-  SC/BEAUFORT
 CK2330  USGS QUAD   -  FROGMORE (1956)
 CK2330
 CK2330                         *CURRENT SURVEY CONTROL
 CK2330  ___________________________________________________________________
 CK2330* NAD 83(1986)-  32 24 43.     (N)    080 31 03.     (W)     SCALED    
 CK2330* NAVD 88     -         3.206  (meters)      10.52   (feet)  ADJUSTED  
 CK2330  ___________________________________________________________________
 CK2330  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 CK2330  DYNAMIC HT  -           3.202 (meters)      10.51  (feet)  COMP
 CK2330  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 CK2330
 CK2330  VERT ORDER  -  FIRST     CLASS II
 CK2330
 CK2330.The horizontal coordinates were scaled from a topographic map and have
 CK2330.an estimated accuracy of +/- 6 seconds.
 CK2330
 CK2330.The orthometric height was determined by differential leveling
 CK2330.and adjusted by the National Geodetic Survey in June 1991..
 CK2330
 CK2330.The geoid height was determined by GEOID03.
 CK2330
 CK2330.The dynamic height is computed by dividing the NAVD 88
 CK2330.geopotential number by the normal gravity value computed on the
 CK2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2330.degrees latitude (g = 980.6199 gals.).
 CK2330
 CK2330.The modeled gravity was interpolated from observed gravity values.
 CK2330
 CK2330;                    North         East    Units  Estimated Accuracy
 CK2330;SPC SC       -    64,280.      654,990.      MT  (+/- 180 meters Scaled)
 CK2330
 CK2330                          SUPERSEDED SURVEY CONTROL
 CK2330
 CK2330  NGVD 29 (03/21/89)    3.487  (m)           11.44   (f) ADJUSTED    1 2
 CK2330
 CK2330.Superseded values are not recommended for survey control.
 CK2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2330.See file dsdata.txt to determine how the superseded data were derived.
 CK2330
 CK2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR453862(NAD 83)
 CK2330_MARKER: DB = BENCH MARK DISK
 CK2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2330_SP_SET: CONCRETE POST
 CK2330_STAMPING: VERT 7 168 1982
 CK2330_MARK LOGO: SCGS  
 CK2330_PROJECTION: RECESSED 7 CENTIMETERS
 CK2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2330+STABILITY: SURFACE MOTION
 CK2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2330+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 CK2330
 CK2330  HISTORY     - Date     Condition        Report By
 CK2330  HISTORY     - 1982     MONUMENTED       SCGS
 CK2330  HISTORY     - 1990     GOOD             USPSQD
 CK2330  HISTORY     - 19960610 GOOD             USPSQD
 CK2330  HISTORY     - 20060624 GOOD             USPSQD
 CK2330
 CK2330                          STATION DESCRIPTION
 CK2330
 CK2330'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2330'6.4 KM (4.0 MI) EAST FROM FROGMORE.
 CK2330'6.4 KILOMETERS (4.0 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2330'OFFICE IN FROGMORE, SET NEAR A POWER POLE ON THE WEST SIDE OF A
 CK2330'GROCERY GAS STATION STORE, 25.3 METERS (83.0 FEET) WEST-NORTHWEST OF
 CK2330'THE SOUTHWEST CORNER OF THE STORE, 17.1 METERS (56.0 FEET) SOUTH OF
 CK2330'THE CENTERLINE OF U.S. HIGHWAY 21, 3.7 METERS (12.4 FEET) EAST OF A
 CK2330'POWER POLE NUMBER 122127.
 CK2330'THE MARK IS 0.60 M BELOW U.S. HIGHWAY 21.
 CK2330
 CK2330                          STATION RECOVERY (1990)
 CK2330
 CK2330'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2330'RECOVERED IN GOOD CONDITION.
 CK2330
 CK2330                          STATION RECOVERY (1996)
 CK2330
 CK2330'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2330'RECOVERED IN GOOD CONDITION.
 CK2330
 CK2330                          STATION RECOVERY (2006)
 CK2330
 CK2330'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2331 ***********************************************************************
 CK2331  DESIGNATION -  7 169
 CK2331  PID         -  CK2331
 CK2331  STATE/COUNTY-  SC/BEAUFORT
 CK2331  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2331
 CK2331                         *CURRENT SURVEY CONTROL
 CK2331  ___________________________________________________________________
 CK2331* NAD 83(1986)-  32 24 50.     (N)    080 29 57.     (W)     SCALED    
 CK2331* NAVD 88     -         1.782  (meters)       5.85   (feet)  ADJUSTED  
 CK2331  ___________________________________________________________________
 CK2331  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 CK2331  DYNAMIC HT  -           1.780 (meters)       5.84  (feet)  COMP
 CK2331  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 CK2331
 CK2331  VERT ORDER  -  FIRST     CLASS II
 CK2331
 CK2331.The horizontal coordinates were scaled from a topographic map and have
 CK2331.an estimated accuracy of +/- 6 seconds.
 CK2331
 CK2331.The orthometric height was determined by differential leveling
 CK2331.and adjusted by the National Geodetic Survey in June 1991..
 CK2331
 CK2331.The geoid height was determined by GEOID03.
 CK2331
 CK2331.The dynamic height is computed by dividing the NAVD 88
 CK2331.geopotential number by the normal gravity value computed on the
 CK2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2331.degrees latitude (g = 980.6199 gals.).
 CK2331
 CK2331.The modeled gravity was interpolated from observed gravity values.
 CK2331
 CK2331;                    North         East    Units  Estimated Accuracy
 CK2331;SPC SC       -    64,500.      656,710.      MT  (+/- 180 meters Scaled)
 CK2331
 CK2331                          SUPERSEDED SURVEY CONTROL
 CK2331
 CK2331  NGVD 29 (03/21/89)    2.063  (m)            6.77   (f) ADJUSTED    1 2
 CK2331
 CK2331.Superseded values are not recommended for survey control.
 CK2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2331.See file dsdata.txt to determine how the superseded data were derived.
 CK2331
 CK2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR470864(NAD 83)
 CK2331_MARKER: DD = SURVEY DISK
 CK2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2331_SP_SET: CONCRETE POST
 CK2331_STAMPING: VERT 7 169 1982
 CK2331_MARK LOGO: SCGS  
 CK2331_PROJECTION: RECESSED 7 CENTIMETERS
 CK2331_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2331+STABILITY: SURFACE MOTION
 CK2331
 CK2331  HISTORY     - Date     Condition        Report By
 CK2331  HISTORY     - 1982     MONUMENTED       SCGS
 CK2331  HISTORY     - 19950925 GOOD             SCGS
 CK2331  HISTORY     - 20060625 MARK NOT FOUND   USPSQD
 CK2331
 CK2331                          STATION DESCRIPTION
 CK2331
 CK2331'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2331'7.9 KM (4.95 MI) EAST FROM FROGMORE.
 CK2331'7.9 KILOMETERS (4.95 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2331'OFFICE IN FROGMORE, SET ON THE WEST SIDE OF A SMALL WOODEN PACKAGE
 CK2331'STORE, 51.5 METERS (169.0 FEET) SOUTH-SOUTHWEST OF A FIRE HYDRANT,
 CK2331'23.8 METERS (78.0 FEET) SOUTH OF THE CENTERLINE OF U.S HIGHWAY 21,
 CK2331'29.6 METERS (97.0 FEET) EAST-SOUTHEAST OF POWER POLE NUMBER 150399,
 CK2331'3.4 METERS (11.3 FEET) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 CK2331'PACKAGE STORE.
 CK2331'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 21.
 CK2331
 CK2331                          STATION RECOVERY (1995)
 CK2331
 CK2331'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2331'STATION IS LOCATED 10.3 MILES (16.6 KM) EAST OF BEAUFORT, 4.95 MILES
 CK2331'(7.97 KM) EAST OF FROGMORE ON HELENA ISLAND.  OWNERSHIP--UNKNOWN.  TO
 CK2331'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 21, STATE HIGHWAY
 CK2331'802 (LADYS ISLAND DRIVE) AND U.S.  HIGHWAY 21 BUSINESS (SEA ISLAND
 CK2331'PARKWAY) ON LADYS ISLAND, 1.6 MILES (2.6 KM) SOUTHEAST OF BEAUFORT, GO
 CK2331'SOUTHEAST ON HIGHWAY 21 FOR 9.4 MILES (15.1 KM) TO THE STATION ON THE
 CK2331'RIGHT NEAR THE SOUTHWEST CORNER OF A (ABC) STORE, 0.35 MILE (0.56 KM)
 CK2331'WEST OF THE JUNCTION OF STATE ROAD 77 (SEASIDE AND COFFIN POINT ROADS)
 CK2331'.  STATION IS A CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 0.5 FOOT
 CK2331'(15.2 CM) BELOW THE HIGHWAY, 11.3 FEET (3.4 M) WEST NORTHWEST OF THE
 CK2331'SOUTHWEST CORNER OF THE STORE, 14.5 FEET (4.4 M) SOUTHEAST OF A POWER
 CK2331'POLE NUMBER 191385 WITH A SECURITY LIGHT, 98.8 FEET (30.1 M) NORTH OF
 CK2331'THE NORTHEAST CORNER OF A BLUE MOBILE HOME, 78.8 FEET (24.0 M) SOUTH
 CK2331'OF THE CENTER OF THE HIGHWAY. RECOVERED BY L.A.  OWENS.
 CK2331
 CK2331                          STATION RECOVERY (2006)
 CK2331
 CK2331'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK2331'ABC STORE IS GONE, CONVENIENCE/GASOLINE STORE ON ADJACENT LOT. SAWED
 CK2331'OFF UTILITY POLE STANDS DIRECTLY BESIDE NEWER POLE. TWO METAL BOTTLE
 CK2331'CAPS NAILED TO OLD POLE MAY HAVE BEEN WITNESS MARKS. PULLED CLOTH TAPE
 CK2331'FROM OLD POLE AND SWUNG ARC ACROSS LATITUDE LINE. PROBED SOIL FOR
 CK2331'SEVERAL FEET IN BOTH DIRECTIONS, BUT DID NOT HIT MARKER. HARD SOIL
 CK2331'LIMITED PROBE TO 6-8 INCHES, IT MAY EXIST AT LOWER DEPTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2314 ***********************************************************************
 CK2314  DESIGNATION -  7 170
 CK2314  PID         -  CK2314
 CK2314  STATE/COUNTY-  SC/BEAUFORT
 CK2314  USGS QUAD   -  FROGMORE (1956)
 CK2314
 CK2314                         *CURRENT SURVEY CONTROL
 CK2314  ___________________________________________________________________
 CK2314* NAD 83(1986)-  32 24 27.     (N)    080 30 05.     (W)     SCALED    
 CK2314* NAVD 88     -         3.798  (meters)      12.46   (feet)  ADJUSTED  
 CK2314  ___________________________________________________________________
 CK2314  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 CK2314  DYNAMIC HT  -           3.794 (meters)      12.45  (feet)  COMP
 CK2314  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CK2314
 CK2314  VERT ORDER  -  FIRST     CLASS II
 CK2314
 CK2314.The horizontal coordinates were scaled from a topographic map and have
 CK2314.an estimated accuracy of +/- 6 seconds.
 CK2314
 CK2314.The orthometric height was determined by differential leveling
 CK2314.and adjusted by the National Geodetic Survey in June 1991..
 CK2314
 CK2314.The geoid height was determined by GEOID03.
 CK2314
 CK2314.The dynamic height is computed by dividing the NAVD 88
 CK2314.geopotential number by the normal gravity value computed on the
 CK2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2314.degrees latitude (g = 980.6199 gals.).
 CK2314
 CK2314.The modeled gravity was interpolated from observed gravity values.
 CK2314
 CK2314;                    North         East    Units  Estimated Accuracy
 CK2314;SPC SC       -    63,790.      656,510.      MT  (+/- 180 meters Scaled)
 CK2314
 CK2314                          SUPERSEDED SURVEY CONTROL
 CK2314
 CK2314  NGVD 29 (03/21/89)    4.079  (m)           13.38   (f) ADJUSTED    1 2
 CK2314
 CK2314.Superseded values are not recommended for survey control.
 CK2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2314.See file dsdata.txt to determine how the superseded data were derived.
 CK2314
 CK2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR468857(NAD 83)
 CK2314_MARKER: DD = SURVEY DISK
 CK2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2314_SP_SET: CONCRETE POST
 CK2314_STAMPING: VERT 7 170 1982
 CK2314_MARK LOGO: SCGS  
 CK2314_PROJECTION: RECESSED 7 CENTIMETERS
 CK2314_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2314+STABILITY: SURFACE MOTION
 CK2314
 CK2314  HISTORY     - Date     Condition        Report By
 CK2314  HISTORY     - 1982     MONUMENTED       SCGS
 CK2314  HISTORY     - 19950925 GOOD             SCGS
 CK2314  HISTORY     - 19960610 GOOD             USPSQD
 CK2314
 CK2314                          STATION DESCRIPTION
 CK2314
 CK2314'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2314'9.8 KM (6.1 MI) EAST FROM FROGMORE.
 CK2314'8.6 KILOMETERS (5.35 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2314'OFFICE IN FROGMORE, THENCE 1.2 KILOMETERS (0.75 MILE) SOUTHWEST ALONG
 CK2314'COUNTY ROAD S-7-77, SET NEAR THE WEST CORNER OF A BLOCK CHURCH, 23.8
 CK2314'METERS (78.0 FEET) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD S-7-77,
 CK2314'23.2 METERS (76.0 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 CK2314'WOODEN SHED, 2.5 METERS (8.3 FEET) SOUTHWEST OF THE WEST CORNER OF THE
 CK2314'CHURCH.
 CK2314'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-77.
 CK2314
 CK2314                          STATION RECOVERY (1995)
 CK2314
 CK2314'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2314'STATION IS LOCATED 10.3 MILES (16.6 KM) EAST OF BEAUFORT, 6.1 MILES
 CK2314'(9.8 KM) EAST OF FROGMORE, ON HELENA ISLAND.  OWNERSHIP--UNKNOWN.  TO
 CK2314'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 21, STATE HIGHWAY
 CK2314'802 (LADYS ISLAND DRIVE) AND U.S.  HIGHWAY 21 BUSINESS (SEA ISLAND
 CK2314'PARKWAY) ON LADYS ISLAND, 1.6 MILES (2.6 KM) SOUTHEAST OF BEAUFORT, GO
 CK2314'SOUTHEAST ON HIGHWAY 21 FOR 9.75 MILES (15.69 KM) TO THE JUNCTION OF
 CK2314'STATE ROAD 77 (SEASIDE AND COFFIN POINT ROADS) , TURN RIGHT ON ROAD 77
 CK2314'FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE LEFT NEAR THE WEST CORNER
 CK2314'OF A BLOCK CHURCH.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 CK2314'CM) AND LEVEL WITH THE ROAD, 8.4 FEET (2.6 M) SOUTHWEST OF THE WEST
 CK2314'CORNER OF THE CHURCH, 78.5 FEET (23.9 M) SOUTHEAST OF THE CENTER OF
 CK2314'THE ROAD, 49.5 FEET (15.1 M) SOUTHEAST OF A POWER POLE NUMBER 238363
 CK2314'WITH A SCGS REFERENCE WASHER ATTACHED, 35.8 FEET (10.9 M) NORTH OF THE
 CK2314'WEST CORNER OF AN ADDITION TO THE CHURCH.  RECOVERED BY L.A.  OWENS.
 CK2314
 CK2314                          STATION RECOVERY (1996)
 CK2314
 CK2314'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2313 ***********************************************************************
 CK2313  DESIGNATION -  7 171
 CK2313  PID         -  CK2313
 CK2313  STATE/COUNTY-  SC/BEAUFORT
 CK2313  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK2313
 CK2313                         *CURRENT SURVEY CONTROL
 CK2313  ___________________________________________________________________
 CK2313* NAD 83(1986)-  32 21 08.     (N)    080 34 42.     (W)     SCALED    
 CK2313* NAVD 88     -         3.818  (meters)      12.53   (feet)  ADJUSTED  
 CK2313  ___________________________________________________________________
 CK2313  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 CK2313  DYNAMIC HT  -           3.814 (meters)      12.51  (feet)  COMP
 CK2313  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 CK2313
 CK2313  VERT ORDER  -  FIRST     CLASS II
 CK2313
 CK2313.The horizontal coordinates were scaled from a topographic map and have
 CK2313.an estimated accuracy of +/- 6 seconds.
 CK2313
 CK2313.The orthometric height was determined by differential leveling
 CK2313.and adjusted by the National Geodetic Survey in June 1991..
 CK2313
 CK2313.The geoid height was determined by GEOID03.
 CK2313
 CK2313.The dynamic height is computed by dividing the NAVD 88
 CK2313.geopotential number by the normal gravity value computed on the
 CK2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2313.degrees latitude (g = 980.6199 gals.).
 CK2313
 CK2313.The modeled gravity was interpolated from observed gravity values.
 CK2313
 CK2313;                    North         East    Units  Estimated Accuracy
 CK2313;SPC SC       -    57,630.      649,290.      MT  (+/- 180 meters Scaled)
 CK2313
 CK2313                          SUPERSEDED SURVEY CONTROL
 CK2313
 CK2313  NGVD 29 (03/21/89)    4.101  (m)           13.45   (f) ADJUSTED    1 2
 CK2313
 CK2313.Superseded values are not recommended for survey control.
 CK2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2313.See file dsdata.txt to determine how the superseded data were derived.
 CK2313
 CK2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR396795(NAD 83)
 CK2313_MARKER: DB = BENCH MARK DISK
 CK2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2313_SP_SET: CONCRETE POST
 CK2313_STAMPING: VERT 7 171 1982
 CK2313_MARK LOGO: SCGS  
 CK2313_PROJECTION: RECESSED 7 CENTIMETERS
 CK2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2313+STABILITY: SURFACE MOTION
 CK2313
 CK2313  HISTORY     - Date     Condition        Report By
 CK2313  HISTORY     - 1982     MONUMENTED       SCGS
 CK2313  HISTORY     - 19960609 GOOD             USPSQD
 CK2313
 CK2313                          STATION DESCRIPTION
 CK2313
 CK2313'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2313'19.3 KM (12.0 MI) SOUTH FROM FROGMORE.
 CK2313'8.6 KILOMETERS (5.35 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2313'OFFICE IN FROGMORE, THENCE 10.7 KILOMETERS (6.65 MILES) SOUTHWEST
 CK2313'ALONG COUNTY ROAD S-7-77, SET SIX FEET INSIDE A FENCE SURROUNDING A
 CK2313'PECAN TREE ORCHARD, 30.3 METERS (99.7 FEET) NORTHEAST OF THE NORTHWEST
 CK2313'CORNER OF THE FENCE, 11.9 METERS (39.0 FEET) SOUTHEAST OF THE
 CK2313'CENTERLINE OF COUNTY ROAD S-7-77, 31.7 METERS (104.0 FEET) SOUTHWEST
 CK2313'OF A 24-INCH PECAN TREE (CLOSEST TO THE FENCE).
 CK2313'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-7-77.
 CK2313
 CK2313                          STATION RECOVERY (1996)
 CK2313
 CK2313'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2312 ***********************************************************************
 CK2312  DESIGNATION -  7 172
 CK2312  PID         -  CK2312
 CK2312  STATE/COUNTY-  SC/BEAUFORT
 CK2312  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK2312
 CK2312                         *CURRENT SURVEY CONTROL
 CK2312  ___________________________________________________________________
 CK2312* NAD 83(1986)-  32 20 30.     (N)    080 35 24.     (W)     SCALED    
 CK2312* NAVD 88     -         3.736  (meters)      12.26   (feet)  ADJUSTED  
 CK2312  ___________________________________________________________________
 CK2312  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2312  DYNAMIC HT  -           3.731 (meters)      12.24  (feet)  COMP
 CK2312  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 CK2312
 CK2312  VERT ORDER  -  FIRST     CLASS II
 CK2312
 CK2312.The horizontal coordinates were scaled from a topographic map and have
 CK2312.an estimated accuracy of +/- 6 seconds.
 CK2312
 CK2312.The orthometric height was determined by differential leveling
 CK2312.and adjusted by the National Geodetic Survey in June 1991..
 CK2312
 CK2312.The geoid height was determined by GEOID03.
 CK2312
 CK2312.The dynamic height is computed by dividing the NAVD 88
 CK2312.geopotential number by the normal gravity value computed on the
 CK2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2312.degrees latitude (g = 980.6199 gals.).
 CK2312
 CK2312.The modeled gravity was interpolated from observed gravity values.
 CK2312
 CK2312;                    North         East    Units  Estimated Accuracy
 CK2312;SPC SC       -    56,460.      648,200.      MT  (+/- 180 meters Scaled)
 CK2312
 CK2312                          SUPERSEDED SURVEY CONTROL
 CK2312
 CK2312  NGVD 29 (03/21/89)    4.018  (m)           13.18   (f) ADJUSTED    1 2
 CK2312
 CK2312.Superseded values are not recommended for survey control.
 CK2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2312.See file dsdata.txt to determine how the superseded data were derived.
 CK2312
 CK2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR385783(NAD 83)
 CK2312_MARKER: DB = BENCH MARK DISK
 CK2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2312_SP_SET: CONCRETE POST
 CK2312_STAMPING: VERT 7 172 1982
 CK2312_MARK LOGO: SCGS  
 CK2312_PROJECTION: FLUSH
 CK2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2312+STABILITY: SURFACE MOTION
 CK2312
 CK2312  HISTORY     - Date     Condition        Report By
 CK2312  HISTORY     - 1982     MONUMENTED       SCGS
 CK2312  HISTORY     - 1990     GOOD             USPSQD
 CK2312  HISTORY     - 19960610 GOOD             USPSQD
 CK2312
 CK2312                          STATION DESCRIPTION
 CK2312
 CK2312'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2312'20.9 KM (13.0 MI) SOUTH FROM FROGMORE.
 CK2312'8.6 KILOMETERS (5.35 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2312'OFFICE IN FROGMORE, THENCE 12.3 KILOMETERS (7.65 MILES) SOUTHWEST
 CK2312'ALONG COUNTY ROAD S-7-77, SET NEAR A CHAIN LINK FENCE SURROUNDING A
 CK2312'MACHINERY PLACE, 23.3 METERS (76.8 FEET) SOUTH-SOUTHWEST OF THE
 CK2312'SOUTHWEST CORNER OF A BLOCK SHED, 15.4 METERS (50.7 FEET) NORTHWEST OF
 CK2312'THE CENTERLINE OF COUNTY ROAD S-7-77, 6.4 METERS (21.0 FEET) SOUTHWEST
 CK2312'OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING TO THE MACHINERY
 CK2312'PLACE, 1.8 METERS (6.3 FEET) NORTHEAST OF A CHAIN LINK FENCE.
 CK2312'THE MARK IS 1.70 METERS  NE FROM A WITNESS POST.
 CK2312'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-7-77.
 CK2312
 CK2312                          STATION RECOVERY (1990)
 CK2312
 CK2312'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2312'RECOVERED IN GOOD CONDITION.
 CK2312
 CK2312                          STATION RECOVERY (1996)
 CK2312
 CK2312'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2210 ***********************************************************************
 CK2210  DESIGNATION -  7 173
 CK2210  PID         -  CK2210
 CK2210  STATE/COUNTY-  SC/BEAUFORT
 CK2210  USGS QUAD   -  BEAUFORT (1998)
 CK2210
 CK2210                         *CURRENT SURVEY CONTROL
 CK2210  ___________________________________________________________________
 CK2210* NAD 83(1986)-  32 28 02.     (N)    080 42 10.     (W)     SCALED    
 CK2210* NAVD 88     -         4.212  (meters)      13.82   (feet)  ADJUSTED  
 CK2210  ___________________________________________________________________
 CK2210  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2210  DYNAMIC HT  -           4.207 (meters)      13.80  (feet)  COMP
 CK2210  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 CK2210
 CK2210  VERT ORDER  -  FIRST     CLASS II
 CK2210
 CK2210.The horizontal coordinates were scaled from a topographic map and have
 CK2210.an estimated accuracy of +/- 6 seconds.
 CK2210
 CK2210.The orthometric height was determined by differential leveling
 CK2210.and adjusted by the National Geodetic Survey in June 1991..
 CK2210
 CK2210.The geoid height was determined by GEOID03.
 CK2210
 CK2210.The dynamic height is computed by dividing the NAVD 88
 CK2210.geopotential number by the normal gravity value computed on the
 CK2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2210.degrees latitude (g = 980.6199 gals.).
 CK2210
 CK2210.The modeled gravity was interpolated from observed gravity values.
 CK2210
 CK2210;                    North         East    Units  Estimated Accuracy
 CK2210;SPC SC       -    70,340.      637,540.      MT  (+/- 180 meters Scaled)
 CK2210
 CK2210                          SUPERSEDED SURVEY CONTROL
 CK2210
 CK2210  NGVD 29 (03/21/89)    4.495  (m)           14.75   (f) ADJUSTED    1 2
 CK2210
 CK2210.Superseded values are not recommended for survey control.
 CK2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2210.See file dsdata.txt to determine how the superseded data were derived.
 CK2210
 CK2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR279922(NAD 83)
 CK2210_MARKER: DB = BENCH MARK DISK
 CK2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2210_SP_SET: CONCRETE POST
 CK2210_STAMPING: VERT 7 173 1982
 CK2210_MARK LOGO: SCGS  
 CK2210_PROJECTION: RECESSED 25 CENTIMETERS
 CK2210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2210
 CK2210  HISTORY     - Date     Condition        Report By
 CK2210  HISTORY     - 1982     MONUMENTED       SCGS
 CK2210  HISTORY     - 1990     GOOD             USPSQD
 CK2210
 CK2210                          STATION DESCRIPTION
 CK2210
 CK2210'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2210'IN MARINE AIR STATION.
 CK2210'3.3 KILOMETERS (2.05 MILE) EAST ALONG GEIGER BOULEVARD, MOORE STREET,
 CK2210'FROM THE JUNCTION OF U.S. HIGHWAY 21, AT THE MAIN ENTRANCE TO THE
 CK2210'MARINE CORPS AIR STATION, SET IN THE EAST ANGLE OF THE INTERSECTION
 CK2210'OF QUILALI ROAD NEAR A BRICK MONUMENT, 21.2 METERS (69.7 FEET)
 CK2210'SOUTHEAST OF THE CENTERLINE OF MOORE STREET, 16.3 METERS (53.5 FEET)
 CK2210'NORTHEAST OF THE APPROXIMATE CENTER OF QUILAIL ROAD, 14.5 METERS
 CK2210'(47.5 FEET) EAST OF POWERPOLE NO 1064 AND 1.0 METER (3.5 FEET) SOUTH
 CK2210'OF A BRICK MONUMENT FOR THE OFFICERS CLUB.
 CK2210'THE MARK IS 0.60 M ABOVE MOORE STREET.
 CK2210
 CK2210                          STATION RECOVERY (1990)
 CK2210
 CK2210'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2211 ***********************************************************************
 CK2211  DESIGNATION -  7 174
 CK2211  PID         -  CK2211
 CK2211  STATE/COUNTY-  SC/BEAUFORT
 CK2211  USGS QUAD   -  BEAUFORT (1998)
 CK2211
 CK2211                         *CURRENT SURVEY CONTROL
 CK2211  ___________________________________________________________________
 CK2211* NAD 83(1986)-  32 28 43.     (N)    080 42 36.     (W)     SCALED    
 CK2211* NAVD 88     -         6.068  (meters)      19.91   (feet)  ADJUSTED  
 CK2211  ___________________________________________________________________
 CK2211  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2211  DYNAMIC HT  -           6.062 (meters)      19.89  (feet)  COMP
 CK2211  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CK2211
 CK2211  VERT ORDER  -  FIRST     CLASS II
 CK2211
 CK2211.The horizontal coordinates were scaled from a topographic map and have
 CK2211.an estimated accuracy of +/- 6 seconds.
 CK2211
 CK2211.The orthometric height was determined by differential leveling
 CK2211.and adjusted by the National Geodetic Survey in June 1991..
 CK2211
 CK2211.The geoid height was determined by GEOID03.
 CK2211
 CK2211.The dynamic height is computed by dividing the NAVD 88
 CK2211.geopotential number by the normal gravity value computed on the
 CK2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2211.degrees latitude (g = 980.6199 gals.).
 CK2211
 CK2211.The modeled gravity was interpolated from observed gravity values.
 CK2211
 CK2211;                    North         East    Units  Estimated Accuracy
 CK2211;SPC SC       -    71,600.      636,860.      MT  (+/- 180 meters Scaled)
 CK2211
 CK2211                          SUPERSEDED SURVEY CONTROL
 CK2211
 CK2211  NGVD 29 (03/21/89)    6.351  (m)           20.84   (f) ADJUSTED    1 2
 CK2211
 CK2211.Superseded values are not recommended for survey control.
 CK2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2211.See file dsdata.txt to determine how the superseded data were derived.
 CK2211
 CK2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR272935(NAD 83)
 CK2211_MARKER: DB = BENCH MARK DISK
 CK2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2211_SP_SET: CONCRETE POST
 CK2211_STAMPING: VERT 7 174 1982
 CK2211_MARK LOGO: SCGS  
 CK2211_PROJECTION: FLUSH
 CK2211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2211
 CK2211  HISTORY     - Date     Condition        Report By
 CK2211  HISTORY     - 1982     MONUMENTED       SCGS
 CK2211
 CK2211                          STATION DESCRIPTION
 CK2211
 CK2211'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2211'IN MARINE AIR STATION.
 CK2211'3.3 KILOMETERS (2.05 MILES) EAST ALONG GEIGER BOULEVARD, MOORE STREET,
 CK2211'FROM THE JUNCTION OF U.S. HIGHWAY 21, AT THE MAIN ENTRANCE TO THE
 CK2211'MARINE CORPS AIR STATION, THENCE 1.4 KILOMETERS (0.9 MILE) NORTHWEST
 CK2211'ALONG QUILALI ROAD, SET INSIDE A CHAINLINK FENCE SURROUNDING THE
 CK2211'RADAR TRANSMITTING ROOM, 42.1 METERS (138.0 FEET) SOUTH SOUTHEAST
 CK2211'OF THE APPROXIMATE CENTER OF THE PAVED ENTRANCE ROAD TO THE RADAR
 CK2211'ROOM, 13.6 METERS (44.7 FEET) WEST OF THE APPROXIMATE CENTER OF
 CK2211'QUILALI ROAD, 31.7 METERS (104.2 FEET) EAST NORTHEAST OF THE
 CK2211'NORTHWEST CORNER OF THE RADAR ROOM AND 1.8 METERS (6.2 FEET) SOUTHWEST
 CK2211'OF THE NORTHWEST CORNER OF THE CHAINLINK FENCE.
 CK2211'THE MARK IS 1.30 METERS  WSW FROM A WITNESS POST.
 CK2211'THE MARK IS ABOVE LEVEL WITH QUILALI ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2209 ***********************************************************************
 CK2209  DESIGNATION -  7 175
 CK2209  PID         -  CK2209
 CK2209  STATE/COUNTY-  SC/BEAUFORT
 CK2209  USGS QUAD   -  BEAUFORT (1998)
 CK2209
 CK2209                         *CURRENT SURVEY CONTROL
 CK2209  ___________________________________________________________________
 CK2209* NAD 83(1986)-  32 27 38.     (N)    080 42 41.     (W)     SCALED    
 CK2209* NAVD 88     -         3.257  (meters)      10.69   (feet)  ADJUSTED  
 CK2209  ___________________________________________________________________
 CK2209  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2209  DYNAMIC HT  -           3.253 (meters)      10.67  (feet)  COMP
 CK2209  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 CK2209
 CK2209  VERT ORDER  -  FIRST     CLASS II
 CK2209
 CK2209.The horizontal coordinates were scaled from a topographic map and have
 CK2209.an estimated accuracy of +/- 6 seconds.
 CK2209
 CK2209.The orthometric height was determined by differential leveling
 CK2209.and adjusted by the National Geodetic Survey in June 1991..
 CK2209
 CK2209.The geoid height was determined by GEOID03.
 CK2209
 CK2209.The dynamic height is computed by dividing the NAVD 88
 CK2209.geopotential number by the normal gravity value computed on the
 CK2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2209.degrees latitude (g = 980.6199 gals.).
 CK2209
 CK2209.The modeled gravity was interpolated from observed gravity values.
 CK2209
 CK2209;                    North         East    Units  Estimated Accuracy
 CK2209;SPC SC       -    69,600.      636,740.      MT  (+/- 180 meters Scaled)
 CK2209
 CK2209                          SUPERSEDED SURVEY CONTROL
 CK2209
 CK2209  NGVD 29 (03/21/89)    3.540  (m)           11.61   (f) ADJUSTED    1 2
 CK2209
 CK2209.Superseded values are not recommended for survey control.
 CK2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2209.See file dsdata.txt to determine how the superseded data were derived.
 CK2209
 CK2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR271915(NAD 83)
 CK2209_MARKER: DB = BENCH MARK DISK
 CK2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2209_SP_SET: CONCRETE POST
 CK2209_STAMPING: VERT 7 175 1982
 CK2209_MARK LOGO: SCGS  
 CK2209_PROJECTION: RECESSED 25 CENTIMETERS
 CK2209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2209
 CK2209  HISTORY     - Date     Condition        Report By
 CK2209  HISTORY     - 1982     MONUMENTED       SCGS
 CK2209
 CK2209                          STATION DESCRIPTION
 CK2209
 CK2209'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2209'IN MARINE AIR STATION.
 CK2209'2.1 KILOMETERS (1.35 MILES) EAST ALONG GEIGER BOULEVARD, MOORE
 CK2209'STREET, FROM THE JUNCTION OF U.S. HIGHWAY 21, AT THE MAIN ENTRANCE
 CK2209'TO THE MARINE CORPS AIR STATION, SET NEAR THE NORTHWEST CORNER
 CK2209'OF THE P.W. MOTOR POOL BUILDING, (BUILDING NUMBER 618), 30.5 METERS
 CK2209'(100.0 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 CK2209'CROSSING OF MOORE STREET AND RUTLEDGE STREET, 24.4 METERS
 CK2209'(80.0 FEET) WEST OF THE WEST EDGE OF A PAVED PARKING AREA, 24.4
 CK2209'METERS (80.5 FEET) SOUTH OF A POWER POLE NUMBER 1442, 1.8 METERS
 CK2209'(6.0 FEET) NORTH NORTHEAST OF THE NORTHWEST CORNER OF BUILDING
 CK2209'NUMBER 618.
 CK2209'THE MARK IS 0.60 M ABOVE MOORE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2208 ***********************************************************************
 CK2208  DESIGNATION -  7 176
 CK2208  PID         -  CK2208
 CK2208  STATE/COUNTY-  SC/BEAUFORT
 CK2208  USGS QUAD   -  BEAUFORT (1998)
 CK2208
 CK2208                         *CURRENT SURVEY CONTROL
 CK2208  ___________________________________________________________________
 CK2208* NAD 83(1986)-  32 27 33.     (N)    080 43 32.     (W)     SCALED    
 CK2208* NAVD 88     -         5.799  (meters)      19.03   (feet)  ADJUSTED  
 CK2208  ___________________________________________________________________
 CK2208  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2208  DYNAMIC HT  -           5.793 (meters)      19.01  (feet)  COMP
 CK2208  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 CK2208
 CK2208  VERT ORDER  -  FIRST     CLASS II
 CK2208
 CK2208.The horizontal coordinates were scaled from a topographic map and have
 CK2208.an estimated accuracy of +/- 6 seconds.
 CK2208
 CK2208.The orthometric height was determined by differential leveling
 CK2208.and adjusted by the National Geodetic Survey in June 1991..
 CK2208
 CK2208.The geoid height was determined by GEOID03.
 CK2208
 CK2208.The dynamic height is computed by dividing the NAVD 88
 CK2208.geopotential number by the normal gravity value computed on the
 CK2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2208.degrees latitude (g = 980.6199 gals.).
 CK2208
 CK2208.The modeled gravity was interpolated from observed gravity values.
 CK2208
 CK2208;                    North         East    Units  Estimated Accuracy
 CK2208;SPC SC       -    69,440.      635,400.      MT  (+/- 180 meters Scaled)
 CK2208
 CK2208                          SUPERSEDED SURVEY CONTROL
 CK2208
 CK2208  NGVD 29 (03/21/89)    6.082  (m)           19.95   (f) ADJUSTED    1 2
 CK2208
 CK2208.Superseded values are not recommended for survey control.
 CK2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2208.See file dsdata.txt to determine how the superseded data were derived.
 CK2208
 CK2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR257913(NAD 83)
 CK2208_MARKER: DB = BENCH MARK DISK
 CK2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2208_SP_SET: CONCRETE POST
 CK2208_STAMPING: VERT 7 176 1982
 CK2208_MARK LOGO: SCGS  
 CK2208_PROJECTION: RECESSED 25 CENTIMETERS
 CK2208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2208
 CK2208  HISTORY     - Date     Condition        Report By
 CK2208  HISTORY     - 1982     MONUMENTED       SCGS
 CK2208
 CK2208                          STATION DESCRIPTION
 CK2208
 CK2208'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2208'IN MARINE AIR STATION.
 CK2208'0.8 KILOMETER (0.5 MILE) EAST ALONG GEIGER BOULEVARD FROM THE
 CK2208'JUNCTION OF U.S. HIGHWAY 21 AT THE MAIN ENTRANCE TO THE MARINE
 CK2208'CORPS AIR STATION, SET IN FRONT OF THE MARINE CORPS AIR STATION
 CK2208'HEADQUARTERS, NEAR THE AMERICAN FLAG POLE, 92.7 METERS (304.0
 CK2208'FEET) SOUTH OF THE APPROXIMATE CENTER OF THE EAST BOUND LANE OF
 CK2208'GEIGER BOULEVARD, 59.4 METERS (195.0 FEET) NORTH NORTHWEST OF THE
 CK2208'NORTHEAST CORNER OF THE HEADQUARTERS BUILDING, 15.5 METERS (51.0
 CK2208'FEET) NORTHEAST OF A LONE 16 INCH MAGNOLIA TREE, 3.8 METERS
 CK2208'(12.7 FEET) WEST NORTHWEST OF THE AMERICAN FLAG POLE.
 CK2208'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2316 ***********************************************************************
 CK2316  DESIGNATION -  7 177
 CK2316  PID         -  CK2316
 CK2316  STATE/COUNTY-  SC/BEAUFORT
 CK2316  USGS QUAD   -  FROGMORE (1956)
 CK2316
 CK2316                         *CURRENT SURVEY CONTROL
 CK2316  ___________________________________________________________________
 CK2316* NAD 83(1986)-  32 24 48.     (N)    080 33 49.     (W)     SCALED    
 CK2316* NAVD 88     -         2.147  (meters)       7.04   (feet)  ADJUSTED  
 CK2316  ___________________________________________________________________
 CK2316  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK2316  DYNAMIC HT  -           2.144 (meters)       7.03  (feet)  COMP
 CK2316  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CK2316
 CK2316  VERT ORDER  -  FIRST     CLASS II
 CK2316
 CK2316.The horizontal coordinates were scaled from a topographic map and have
 CK2316.an estimated accuracy of +/- 6 seconds.
 CK2316
 CK2316.The orthometric height was determined by differential leveling
 CK2316.and adjusted by the National Geodetic Survey in June 1991..
 CK2316
 CK2316.The geoid height was determined by GEOID03.
 CK2316
 CK2316.The dynamic height is computed by dividing the NAVD 88
 CK2316.geopotential number by the normal gravity value computed on the
 CK2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2316.degrees latitude (g = 980.6199 gals.).
 CK2316
 CK2316.The modeled gravity was interpolated from observed gravity values.
 CK2316
 CK2316;                    North         East    Units  Estimated Accuracy
 CK2316;SPC SC       -    64,410.      650,650.      MT  (+/- 180 meters Scaled)
 CK2316
 CK2316                          SUPERSEDED SURVEY CONTROL
 CK2316
 CK2316  NGVD 29 (03/21/89)    2.428  (m)            7.97   (f) ADJUSTED    1 2
 CK2316
 CK2316.Superseded values are not recommended for survey control.
 CK2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2316.See file dsdata.txt to determine how the superseded data were derived.
 CK2316
 CK2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR410863(NAD 83)
 CK2316_MARKER: DB = BENCH MARK DISK
 CK2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2316_SP_SET: CONCRETE POST
 CK2316_STAMPING: VERT 7 177 1982
 CK2316_MARK LOGO: SCGS  
 CK2316_PROJECTION: RECESSED 7 CENTIMETERS
 CK2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2316+STABILITY: SURFACE MOTION
 CK2316
 CK2316  HISTORY     - Date     Condition        Report By
 CK2316  HISTORY     - 1982     MONUMENTED       SCGS
 CK2316  HISTORY     - 1990     GOOD             USPSQD
 CK2316  HISTORY     - 19960610 GOOD             USPSQD
 CK2316
 CK2316                          STATION DESCRIPTION
 CK2316
 CK2316'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2316'2.7 KM (1.7 MI) NE FROM FROGMORE.
 CK2316'1.3 KILOMETERS (0.8 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2316'OFFICE IN FROGMORE, THENCE 1.4 KILOMETERS (0.9 MILE) NORTH ALONG
 CK2316'COUNTY ROAD S-7-74, SET INSIDE A CHAIN LINK FENCE SURROUNDING A ONE
 CK2316'STORY WOOD HOUSE, 12.2 METERS (40.0 FEET) EAST OF THE CENTERLINE OF
 CK2316'COUNTY ROAD S-7-74, 10.4 METERS (34.0 FEET) NORTHWEST OF POWER POLE
 CK2316'NUMBER 272359 WITH A YARD LIGHT ON IT, 8.5 METERS (28.0 FEET)
 CK2316'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE ONE STORY WOODEN HOUSE,
 CK2316'4.0 METERS (13.6 FEET) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE
 CK2316'CHAIN LINK FENCE.
 CK2316'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-7-74.
 CK2316
 CK2316                          STATION RECOVERY (1990)
 CK2316
 CK2316'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2316'RECOVERED IN GOOD CONDITION.
 CK2316
 CK2316                          STATION RECOVERY (1996)
 CK2316
 CK2316'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2317 ***********************************************************************
 CK2317  DESIGNATION -  7 178
 CK2317  PID         -  CK2317
 CK2317  STATE/COUNTY-  SC/BEAUFORT
 CK2317  USGS QUAD   -  FROGMORE (1956)
 CK2317
 CK2317                         *CURRENT SURVEY CONTROL
 CK2317  ___________________________________________________________________
 CK2317* NAD 83(1986)-  32 25 29.     (N)    080 33 42.     (W)     SCALED    
 CK2317* NAVD 88     -         1.935  (meters)       6.35   (feet)  ADJUSTED  
 CK2317  ___________________________________________________________________
 CK2317  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 CK2317  DYNAMIC HT  -           1.932 (meters)       6.34  (feet)  COMP
 CK2317  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CK2317
 CK2317  VERT ORDER  -  FIRST     CLASS II
 CK2317
 CK2317.The horizontal coordinates were scaled from a topographic map and have
 CK2317.an estimated accuracy of +/- 6 seconds.
 CK2317
 CK2317.The orthometric height was determined by differential leveling
 CK2317.and adjusted by the National Geodetic Survey in June 1991..
 CK2317
 CK2317.The geoid height was determined by GEOID03.
 CK2317
 CK2317.The dynamic height is computed by dividing the NAVD 88
 CK2317.geopotential number by the normal gravity value computed on the
 CK2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2317.degrees latitude (g = 980.6199 gals.).
 CK2317
 CK2317.The modeled gravity was interpolated from observed gravity values.
 CK2317
 CK2317;                    North         East    Units  Estimated Accuracy
 CK2317;SPC SC       -    65,680.      650,830.      MT  (+/- 180 meters Scaled)
 CK2317
 CK2317                          SUPERSEDED SURVEY CONTROL
 CK2317
 CK2317  NGVD 29 (03/21/89)    2.216  (m)            7.27   (f) ADJUSTED    1 2
 CK2317
 CK2317.Superseded values are not recommended for survey control.
 CK2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2317.See file dsdata.txt to determine how the superseded data were derived.
 CK2317
 CK2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR412875(NAD 83)
 CK2317_MARKER: DB = BENCH MARK DISK
 CK2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2317_SP_SET: CONCRETE POST
 CK2317_STAMPING: VERT 7 178 1982
 CK2317_MARK LOGO: SCGS  
 CK2317_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2317+STABILITY: SURFACE MOTION
 CK2317
 CK2317  HISTORY     - Date     Condition        Report By
 CK2317  HISTORY     - 1982     MONUMENTED       SCGS
 CK2317  HISTORY     - 1990     GOOD             USPSQD
 CK2317  HISTORY     - 19960610 GOOD             USPSQD
 CK2317
 CK2317                          STATION DESCRIPTION
 CK2317
 CK2317'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2317'4.0 KM (2.5 MI) NE FROM FROGMORE.
 CK2317'1.3 KILOMETERS (0.8 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2317'OFFICE IN FROGMORE, THENCE 2.7 KILOMETERS (1.7 MILES) NORTH ALONG
 CK2317'COUNTY ROAD S-7-74, SET NEAR A POWER POLE ON THE RIGHT SIDE OF THE
 CK2317'ROAD, 14.2 METERS (46.8 FEET) EAST OF THE CENTERLINE OF COUNTY ROAD
 CK2317'S-7-74, 19.2 METERS (63.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF A
 CK2317'GRASSY ROAD LEADING EAST, 2.7 METERS (9.0 FEET) NORTH-NORTHWEST OF
 CK2317'POWER POLE NUMBER 129044.
 CK2317'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 CK2317'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-74.
 CK2317
 CK2317                          STATION RECOVERY (1990)
 CK2317
 CK2317'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2317'RECOVERED IN GOOD CONDITION.
 CK2317
 CK2317                          STATION RECOVERY (1996)
 CK2317
 CK2317'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2318 ***********************************************************************
 CK2318  DESIGNATION -  7 179
 CK2318  PID         -  CK2318
 CK2318  STATE/COUNTY-  SC/BEAUFORT
 CK2318  USGS QUAD   -  FROGMORE (1956)
 CK2318
 CK2318                         *CURRENT SURVEY CONTROL
 CK2318  ___________________________________________________________________
 CK2318* NAD 83(1986)-  32 26 00.     (N)    080 33 11.     (W)     SCALED    
 CK2318* NAVD 88     -         2.624  (meters)       8.61   (feet)  ADJUSTED  
 CK2318  ___________________________________________________________________
 CK2318  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK2318  DYNAMIC HT  -           2.621 (meters)       8.60  (feet)  COMP
 CK2318  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 CK2318
 CK2318  VERT ORDER  -  FIRST     CLASS II
 CK2318
 CK2318.The horizontal coordinates were scaled from a topographic map and have
 CK2318.an estimated accuracy of +/- 6 seconds.
 CK2318
 CK2318.The orthometric height was determined by differential leveling
 CK2318.and adjusted by the National Geodetic Survey in June 1991..
 CK2318
 CK2318.The geoid height was determined by GEOID03.
 CK2318
 CK2318.The dynamic height is computed by dividing the NAVD 88
 CK2318.geopotential number by the normal gravity value computed on the
 CK2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2318.degrees latitude (g = 980.6199 gals.).
 CK2318
 CK2318.The modeled gravity was interpolated from observed gravity values.
 CK2318
 CK2318;                    North         East    Units  Estimated Accuracy
 CK2318;SPC SC       -    66,640.      651,630.      MT  (+/- 180 meters Scaled)
 CK2318
 CK2318                          SUPERSEDED SURVEY CONTROL
 CK2318
 CK2318  NGVD 29 (03/21/89)    2.905  (m)            9.53   (f) ADJUSTED    1 2
 CK2318
 CK2318.Superseded values are not recommended for survey control.
 CK2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2318.See file dsdata.txt to determine how the superseded data were derived.
 CK2318
 CK2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR420885(NAD 83)
 CK2318_MARKER: DB = BENCH MARK DISK
 CK2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2318_SP_SET: CONCRETE POST
 CK2318_STAMPING: VERT 7 179 1982
 CK2318_MARK LOGO: SCGS  
 CK2318_PROJECTION: RECESSED 7 CENTIMETERS
 CK2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2318+STABILITY: SURFACE MOTION
 CK2318
 CK2318  HISTORY     - Date     Condition        Report By
 CK2318  HISTORY     - 1982     MONUMENTED       SCGS
 CK2318  HISTORY     - 19960610 GOOD             USPSQD
 CK2318
 CK2318                          STATION DESCRIPTION
 CK2318
 CK2318'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2318'5.5 KM (3.4 MI) NE FROM FROGMORE.
 CK2318'1.3 KILOMETERS (0.85 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2318'OFFICE IN FROGMORE, THENCE 4.2 KILOMETERS (2.6 MILES) NORTH ALONG
 CK2318'COUNTY ROAD S-7-74, SET NEAR A LONE 36-INCH PINE TREE IN THE FRONT
 CK2318'YARD OF A ONE STORY WOOD HOUSE, 38.4 METERS (126.0 FEET)
 CK2318'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE WOODEN HOUSE,
 CK2318'6.8 METERS (22.2 FEET) EAST-NORTHEAST OF POWER POLE NUMBER 230807,
 CK2318'8.5 METERS (28.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY
 CK2318'ROAD S-7-74, 1.4 METERS (4.5 FEET) WEST-SOUTHWEST OF THE LONE 36-INCH
 CK2318'PINE TREE.
 CK2318'THE MARK IS 0.40 METERS  NNW FROM A WITNESS POST.
 CK2318'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-74.
 CK2318
 CK2318                          STATION RECOVERY (1996)
 CK2318
 CK2318'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2358 ***********************************************************************
 CK2358  DESIGNATION -  7 180
 CK2358  PID         -  CK2358
 CK2358  STATE/COUNTY-  SC/BEAUFORT
 CK2358  USGS QUAD   -  FRIPPS INLET (1979)
 CK2358
 CK2358                         *CURRENT SURVEY CONTROL
 CK2358  ___________________________________________________________________
 CK2358* NAD 83(1986)-  32 19 59.     (N)    080 28 01.     (W)     SCALED    
 CK2358* NAVD 88     -         2.149  (meters)       7.05   (feet)  ADJUSTED  
 CK2358  ___________________________________________________________________
 CK2358  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK2358  DYNAMIC HT  -           2.147 (meters)       7.04  (feet)  COMP
 CK2358  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 CK2358
 CK2358  VERT ORDER  -  FIRST     CLASS II
 CK2358
 CK2358.The horizontal coordinates were scaled from a topographic map and have
 CK2358.an estimated accuracy of +/- 6 seconds.
 CK2358
 CK2358.The orthometric height was determined by differential leveling
 CK2358.and adjusted by the National Geodetic Survey in June 1991..
 CK2358
 CK2358.The geoid height was determined by GEOID03.
 CK2358
 CK2358.The dynamic height is computed by dividing the NAVD 88
 CK2358.geopotential number by the normal gravity value computed on the
 CK2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2358.degrees latitude (g = 980.6199 gals.).
 CK2358
 CK2358.The modeled gravity was interpolated from observed gravity values.
 CK2358
 CK2358;                    North         East    Units  Estimated Accuracy
 CK2358;SPC SC       -    55,550.      659,790.      MT  (+/- 180 meters Scaled)
 CK2358
 CK2358                          SUPERSEDED SURVEY CONTROL
 CK2358
 CK2358  NGVD 29 (03/21/89)    2.431  (m)            7.98   (f) ADJUSTED    1 2
 CK2358
 CK2358.Superseded values are not recommended for survey control.
 CK2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2358.See file dsdata.txt to determine how the superseded data were derived.
 CK2358
 CK2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR501774(NAD 83)
 CK2358_MARKER: DB = BENCH MARK DISK
 CK2358_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CK2358_SP_SET: FOUNDATION
 CK2358_STAMPING: VERT 7 180 1982
 CK2358_MARK LOGO: SCGS  
 CK2358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2358+STABILITY: POSITION/ELEVATION WELL
 CK2358
 CK2358  HISTORY     - Date     Condition        Report By
 CK2358  HISTORY     - 1982     MONUMENTED       SCGS
 CK2358  HISTORY     - 1989     GOOD             USPSQD
 CK2358  HISTORY     - 19910401 GOOD             USPSQD
 CK2358  HISTORY     - 19950309 GOOD             USPSQD
 CK2358  HISTORY     - 20020628 GOOD             USPSQD
 CK2358
 CK2358                          STATION DESCRIPTION
 CK2358
 CK2358'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2358'IN FRIPPS ISLAND.
 CK2358'0.5 KILOMETER (0.3 MILE) SOUTH ALONG TARPON BOULEVARD FROM THE SOUTH
 CK2358'END OF THE CONCRETE BRIDGE CROSSING FRIPPS INLET, SET ON THE SOUTH
 CK2358'SIDE OF THE WATER TOWER IN THE APRON SURROUNDING THE TOWER.
 CK2358'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2358
 CK2358                          STATION RECOVERY (1989)
 CK2358
 CK2358'RECOVERY NOTE BY US POWER SQUADRON 1989 (FCH)
 CK2358'RECOVERED IN GOOD CONDITION.
 CK2358
 CK2358                          STATION RECOVERY (1991)
 CK2358
 CK2358'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2358'RECOVERED IN GOOD CONDITION.
 CK2358
 CK2358                          STATION RECOVERY (1995)
 CK2358
 CK2358'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2358'RECOVERED IN GOOD CONDITION.
 CK2358
 CK2358                          STATION RECOVERY (2002)
 CK2358
 CK2358'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK2358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2359 ***********************************************************************
 CK2359  DESIGNATION -  7 181
 CK2359  PID         -  CK2359
 CK2359  STATE/COUNTY-  SC/BEAUFORT
 CK2359  USGS QUAD   -  FRIPPS INLET (1979)
 CK2359
 CK2359                         *CURRENT SURVEY CONTROL
 CK2359  ___________________________________________________________________
 CK2359* NAD 83(1986)-  32 19 46.     (N)    080 28 06.     (W)     SCALED    
 CK2359* NAVD 88     -         1.737  (meters)       5.70   (feet)  ADJUSTED  
 CK2359  ___________________________________________________________________
 CK2359  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK2359  DYNAMIC HT  -           1.735 (meters)       5.69  (feet)  COMP
 CK2359  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 CK2359
 CK2359  VERT ORDER  -  FIRST     CLASS II
 CK2359
 CK2359.The horizontal coordinates were scaled from a topographic map and have
 CK2359.an estimated accuracy of +/- 6 seconds.
 CK2359
 CK2359.The orthometric height was determined by differential leveling
 CK2359.and adjusted by the National Geodetic Survey in June 1991..
 CK2359
 CK2359.The geoid height was determined by GEOID03.
 CK2359
 CK2359.The dynamic height is computed by dividing the NAVD 88
 CK2359.geopotential number by the normal gravity value computed on the
 CK2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2359.degrees latitude (g = 980.6199 gals.).
 CK2359
 CK2359.The modeled gravity was interpolated from observed gravity values.
 CK2359
 CK2359;                    North         East    Units  Estimated Accuracy
 CK2359;SPC SC       -    55,150.      659,660.      MT  (+/- 180 meters Scaled)
 CK2359
 CK2359                          SUPERSEDED SURVEY CONTROL
 CK2359
 CK2359  NGVD 29 (03/21/89)    2.019  (m)            6.62   (f) ADJUSTED    1 2
 CK2359
 CK2359.Superseded values are not recommended for survey control.
 CK2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2359.See file dsdata.txt to determine how the superseded data were derived.
 CK2359
 CK2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR500770(NAD 83)
 CK2359_MARKER: DB = BENCH MARK DISK
 CK2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2359_SP_SET: CONCRETE POST
 CK2359_STAMPING: VERT 7 181 1982
 CK2359_MARK LOGO: SCGS  
 CK2359_PROJECTION: RECESSED 7 CENTIMETERS
 CK2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2359+STABILITY: SURFACE MOTION
 CK2359
 CK2359  HISTORY     - Date     Condition        Report By
 CK2359  HISTORY     - 1982     MONUMENTED       SCGS
 CK2359  HISTORY     - 19910412 GOOD             USPSQD
 CK2359  HISTORY     - 19950309 GOOD             USPSQD
 CK2359  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 CK2359
 CK2359                          STATION DESCRIPTION
 CK2359
 CK2359'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2359'IN FRIPPS ISLAND.
 CK2359'1.0 KILOMETER (0.6 MILE) SOUTH ALONG TARPON BOULEVARD FROM THE SOUTH
 CK2359'END OF THE CONCRETE BRIDGE CROSSING FRIPPS INLET, SET IN THE NORTH
 CK2359'ANGLE OF THE INTERSECTION OF FIDDLERS TRACE, 25.8 METERS (84.8 FEET)
 CK2359'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A SMALL BRIDGE, 8.2
 CK2359'METERS (27.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF TARPON
 CK2359'BOULEVARD, 12.8 METERS (42.0 FEET) NORTH-NORTHEAST OF THE APPROXIMATE
 CK2359'CENTER OF FIDDLERS TRACE, 2.4 METERS (8.0 FEET) NORTH-NORTHWEST OF A
 CK2359'24-INCH LONE PINE TREE.
 CK2359'THE MARK IS ABOVE LEVEL WITH TARPON BOULEVARD.
 CK2359
 CK2359                          STATION RECOVERY (1991)
 CK2359
 CK2359'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2359'RECOVERED IN GOOD CONDITION.
 CK2359
 CK2359                          STATION RECOVERY (1995)
 CK2359
 CK2359'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2359'RECOVERED IN GOOD CONDITION.
 CK2359
 CK2359                          STATION RECOVERY (2002)
 CK2359
 CK2359'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK2359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2360 ***********************************************************************
 CK2360  DESIGNATION -  7 182
 CK2360  PID         -  CK2360
 CK2360  STATE/COUNTY-  SC/BEAUFORT
 CK2360  USGS QUAD   -  FRIPPS INLET (1979)
 CK2360
 CK2360                         *CURRENT SURVEY CONTROL
 CK2360  ___________________________________________________________________
 CK2360* NAD 83(1986)-  32 19 46.     (N)    080 28 19.     (W)     SCALED    
 CK2360* NAVD 88     -         2.038  (meters)       6.69   (feet)  ADJUSTED  
 CK2360  ___________________________________________________________________
 CK2360  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK2360  DYNAMIC HT  -           2.035 (meters)       6.68  (feet)  COMP
 CK2360  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 CK2360
 CK2360  VERT ORDER  -  FIRST     CLASS II
 CK2360
 CK2360.The horizontal coordinates were scaled from a topographic map and have
 CK2360.an estimated accuracy of +/- 6 seconds.
 CK2360
 CK2360.The orthometric height was determined by differential leveling
 CK2360.and adjusted by the National Geodetic Survey in June 1991..
 CK2360
 CK2360.The geoid height was determined by GEOID03.
 CK2360
 CK2360.The dynamic height is computed by dividing the NAVD 88
 CK2360.geopotential number by the normal gravity value computed on the
 CK2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2360.degrees latitude (g = 980.6199 gals.).
 CK2360
 CK2360.The modeled gravity was interpolated from observed gravity values.
 CK2360
 CK2360;                    North         East    Units  Estimated Accuracy
 CK2360;SPC SC       -    55,150.      659,320.      MT  (+/- 180 meters Scaled)
 CK2360
 CK2360                          SUPERSEDED SURVEY CONTROL
 CK2360
 CK2360  NGVD 29 (03/21/89)    2.319  (m)            7.61   (f) ADJUSTED    1 2
 CK2360
 CK2360.Superseded values are not recommended for survey control.
 CK2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2360.See file dsdata.txt to determine how the superseded data were derived.
 CK2360
 CK2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR496770(NAD 83)
 CK2360_MARKER: DB = BENCH MARK DISK
 CK2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2360_SP_SET: CONCRETE POST
 CK2360_STAMPING: VERT 7 182 1982
 CK2360_MARK LOGO: SCGS  
 CK2360_PROJECTION: RECESSED 7 CENTIMETERS
 CK2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2360+STABILITY: SURFACE MOTION
 CK2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2360+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2002
 CK2360
 CK2360  HISTORY     - Date     Condition        Report By
 CK2360  HISTORY     - 1982     MONUMENTED       SCGS
 CK2360  HISTORY     - 19950309 GOOD             USPSQD
 CK2360  HISTORY     - 20020628 GOOD             USPSQD
 CK2360
 CK2360                          STATION DESCRIPTION
 CK2360
 CK2360'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2360'IN FRIPPS ISLAND.
 CK2360'IN FRIPPS ISLAND, 1.0 KILOMETER (0.6 MILE) SOUTH ALONG TARPON
 CK2360'BOULEVARD FROM THE SOUTH END OF THE CONCRETE BRIDGE CROSSING FRIPPS
 CK2360'INLET, THENCE 0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG FIDDLERS TRACE,
 CK2360'THENCE 0.1 KILOMETER (0.05 MILE) WEST ALONG FIDDLERS RIDGE ROAD, SET
 CK2360'IN THE FRONT YARD OF THE RESIDENCE OF THE WARNER FAMILY, HOUSE NUMBER
 CK2360'838, 20.3 METERS (66.8 FEET) NORTH-NORTHWEST OF THE WEST CORNER OF THE
 CK2360'HOUSE, 14.9 METERS (49.0 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF
 CK2360'A PAVED DRIVE LEADING TO THEIR GARAGE, 6.1 METERS (20.0 FEET)
 CK2360'SOUTHEAST OF THE APPROXIMATE CENTER OF FIDDLERS RIDGE ROAD, 1.4 METERS
 CK2360'(4.6 FEET) NORTH OF A 18-INCH LONE PINE TREE.
 CK2360'THE MARK IS ABOVE LEVEL WITH FIDDLERS RIDGE ROAD.
 CK2360
 CK2360                          STATION RECOVERY (1995)
 CK2360
 CK2360'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2360'RECOVERED IN GOOD CONDITION.
 CK2360
 CK2360                          STATION RECOVERY (2002)
 CK2360
 CK2360'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2361 ***********************************************************************
 CK2361  DESIGNATION -  7 183
 CK2361  PID         -  CK2361
 CK2361  STATE/COUNTY-  SC/BEAUFORT
 CK2361  USGS QUAD   -  FRIPPS INLET (1979)
 CK2361
 CK2361                         *CURRENT SURVEY CONTROL
 CK2361  ___________________________________________________________________
 CK2361* NAD 83(1986)-  32 19 28.     (N)    080 28 16.     (W)     SCALED    
 CK2361* NAVD 88     -         1.602  (meters)       5.26   (feet)  ADJUSTED  
 CK2361  ___________________________________________________________________
 CK2361  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK2361  DYNAMIC HT  -           1.601 (meters)       5.25  (feet)  COMP
 CK2361  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 CK2361
 CK2361  VERT ORDER  -  FIRST     CLASS II
 CK2361
 CK2361.The horizontal coordinates were scaled from a topographic map and have
 CK2361.an estimated accuracy of +/- 6 seconds.
 CK2361
 CK2361.The orthometric height was determined by differential leveling
 CK2361.and adjusted by the National Geodetic Survey in June 1991..
 CK2361
 CK2361.The geoid height was determined by GEOID03.
 CK2361
 CK2361.The dynamic height is computed by dividing the NAVD 88
 CK2361.geopotential number by the normal gravity value computed on the
 CK2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2361.degrees latitude (g = 980.6199 gals.).
 CK2361
 CK2361.The modeled gravity was interpolated from observed gravity values.
 CK2361
 CK2361;                    North         East    Units  Estimated Accuracy
 CK2361;SPC SC       -    54,600.      659,400.      MT  (+/- 180 meters Scaled)
 CK2361
 CK2361                          SUPERSEDED SURVEY CONTROL
 CK2361
 CK2361  NGVD 29 (03/21/89)    1.884  (m)            6.18   (f) ADJUSTED    1 2
 CK2361
 CK2361.Superseded values are not recommended for survey control.
 CK2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2361.See file dsdata.txt to determine how the superseded data were derived.
 CK2361
 CK2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR497765(NAD 83)
 CK2361_MARKER: DB = BENCH MARK DISK
 CK2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2361_SP_SET: CONCRETE POST
 CK2361_STAMPING: VERT 7 183 1982
 CK2361_MARK LOGO: SCGS  
 CK2361_PROJECTION: RECESSED 7 CENTIMETERS
 CK2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2361+STABILITY: SURFACE MOTION
 CK2361
 CK2361  HISTORY     - Date     Condition        Report By
 CK2361  HISTORY     - 1982     MONUMENTED       SCGS
 CK2361  HISTORY     - 1989     GOOD             USPSQD
 CK2361  HISTORY     - 19950309 GOOD             USPSQD
 CK2361
 CK2361                          STATION DESCRIPTION
 CK2361
 CK2361'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2361'IN FRIPPS ISLAND.
 CK2361'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG TARPON BOULEVARD FROM THE SOUTH
 CK2361'END OF THE CONCRETE BRIDGE CROSSING FRIPPS INLET, SET IN THE SOUTH
 CK2361'ANGLE OF THE INTERSECTION OF MARLIN DRIVE, 46.5 METERS (152.6 FEET)
 CK2361'NORTH-NORTHWEST OF POWER POLE NUMBER 50, 7.6 METERS (25.0 FEET)
 CK2361'SOUTHWEST OF THE APPROXIMATE CENTER OF MARLIN DRIVE, 9.6 METERS (31.5
 CK2361'FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF TARPON BOULEVARD,
 CK2361'5.2 METERS (17.0 FEET) EAST-SOUTHEAST OF A FIRE HYDRANT.
 CK2361'THE MARK IS ABOVE LEVEL WITH TARPON BOULEVARD.
 CK2361
 CK2361                          STATION RECOVERY (1989)
 CK2361
 CK2361'RECOVERY NOTE BY US POWER SQUADRON 1989 (FCH)
 CK2361'RECOVERED IN GOOD CONDITION.
 CK2361
 CK2361                          STATION RECOVERY (1995)
 CK2361
 CK2361'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2364 ***********************************************************************
 CK2364  DESIGNATION -  7 184
 CK2364  PID         -  CK2364
 CK2364  STATE/COUNTY-  SC/BEAUFORT
 CK2364  USGS QUAD   -  FRIPPS INLET (1979)
 CK2364
 CK2364                         *CURRENT SURVEY CONTROL
 CK2364  ___________________________________________________________________
 CK2364* NAD 83(1986)-  32 19 07.     (N)    080 28 39.     (W)     SCALED    
 CK2364* NAVD 88     -         2.422  (meters)       7.95   (feet)  ADJUSTED  
 CK2364  ___________________________________________________________________
 CK2364  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK2364  DYNAMIC HT  -           2.419 (meters)       7.94  (feet)  COMP
 CK2364  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 CK2364
 CK2364  VERT ORDER  -  FIRST     CLASS II
 CK2364
 CK2364.The horizontal coordinates were scaled from a topographic map and have
 CK2364.an estimated accuracy of +/- 6 seconds.
 CK2364
 CK2364.The orthometric height was determined by differential leveling
 CK2364.and adjusted by the National Geodetic Survey in June 1991..
 CK2364
 CK2364.The geoid height was determined by GEOID03.
 CK2364
 CK2364.The dynamic height is computed by dividing the NAVD 88
 CK2364.geopotential number by the normal gravity value computed on the
 CK2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2364.degrees latitude (g = 980.6199 gals.).
 CK2364
 CK2364.The modeled gravity was interpolated from observed gravity values.
 CK2364
 CK2364;                    North         East    Units  Estimated Accuracy
 CK2364;SPC SC       -    53,950.      658,800.      MT  (+/- 180 meters Scaled)
 CK2364
 CK2364                          SUPERSEDED SURVEY CONTROL
 CK2364
 CK2364  NGVD 29 (03/21/89)    2.704  (m)            8.87   (f) ADJUSTED    1 2
 CK2364
 CK2364.Superseded values are not recommended for survey control.
 CK2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2364.See file dsdata.txt to determine how the superseded data were derived.
 CK2364
 CK2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR491758(NAD 83)
 CK2364_MARKER: DB = BENCH MARK DISK
 CK2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2364_SP_SET: CONCRETE POST
 CK2364_STAMPING: VERT 7 184 1982
 CK2364_MARK LOGO: SCGS  
 CK2364_PROJECTION: RECESSED 7 CENTIMETERS
 CK2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2364+STABILITY: SURFACE MOTION
 CK2364
 CK2364  HISTORY     - Date     Condition        Report By
 CK2364  HISTORY     - 1982     MONUMENTED       SCGS
 CK2364  HISTORY     - 1989     GOOD             USPSQD
 CK2364  HISTORY     - 19910401 GOOD             USPSQD
 CK2364  HISTORY     - 19950309 GOOD             USPSQD
 CK2364  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 CK2364
 CK2364                          STATION DESCRIPTION
 CK2364
 CK2364'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2364'IN FRIPPS ISLAND.
 CK2364'IN FRIPPS ISLAND, 2.6 KILOMETERS (1.6 MILES) SOUTH ALONG TARPON
 CK2364'BOULEVARD FROM THE SOUTH END OF THE CONCRETE BRIDGE CROSSING FRIPPS
 CK2364'INLET, SET IN FRONT OF THE UNITED TELEPHONE BUILDING, 21.6 METERS
 CK2364'(71.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF TARPON BOULEVARD,
 CK2364'12.8 METERS (42.0 FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A
 CK2364'CONCRETE DRIVE LEADING TO A TELEPHONE BUILDING, 10.5 METERS (34.7
 CK2364'FEET) SOUTH-SOUTHEAST OF A FIRE HYDRANT, 2.5 METERS (8.4 FEET)
 CK2364'SOUTHEAST OF THE FACE OF THE TELEPHONE BUILDING.
 CK2364'THE MARK IS 0.60 M ABOVE TARPON BOULEVARD.
 CK2364
 CK2364                          STATION RECOVERY (1989)
 CK2364
 CK2364'RECOVERY NOTE BY US POWER SQUADRON 1989 (FCH)
 CK2364'RECOVERED IN GOOD CONDITION.
 CK2364
 CK2364                          STATION RECOVERY (1991)
 CK2364
 CK2364'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2364'RECOVERED IN GOOD CONDITION.
 CK2364
 CK2364                          STATION RECOVERY (1995)
 CK2364
 CK2364'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2364'RECOVERED IN GOOD CONDITION.
 CK2364
 CK2364                          STATION RECOVERY (2002)
 CK2364
 CK2364'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK2364'AREA NOW COVERED BY NEW LANDSCAPING WITH MULCH AND STRAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2362 ***********************************************************************
 CK2362  DESIGNATION -  7 185
 CK2362  PID         -  CK2362
 CK2362  STATE/COUNTY-  SC/BEAUFORT
 CK2362  USGS QUAD   -  FRIPPS INLET (1979)
 CK2362
 CK2362                         *CURRENT SURVEY CONTROL
 CK2362  ___________________________________________________________________
 CK2362* NAD 83(1986)-  32 19 27.     (N)    080 27 47.     (W)     SCALED    
 CK2362* NAVD 88     -         1.706  (meters)       5.60   (feet)  ADJUSTED  
 CK2362  ___________________________________________________________________
 CK2362  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK2362  DYNAMIC HT  -           1.704 (meters)       5.59  (feet)  COMP
 CK2362  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 CK2362
 CK2362  VERT ORDER  -  FIRST     CLASS II
 CK2362
 CK2362.The horizontal coordinates were scaled from a topographic map and have
 CK2362.an estimated accuracy of +/- 6 seconds.
 CK2362
 CK2362.The orthometric height was determined by differential leveling
 CK2362.and adjusted by the National Geodetic Survey in June 1991..
 CK2362
 CK2362.The geoid height was determined by GEOID03.
 CK2362
 CK2362.The dynamic height is computed by dividing the NAVD 88
 CK2362.geopotential number by the normal gravity value computed on the
 CK2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2362.degrees latitude (g = 980.6199 gals.).
 CK2362
 CK2362.The modeled gravity was interpolated from observed gravity values.
 CK2362
 CK2362;                    North         East    Units  Estimated Accuracy
 CK2362;SPC SC       -    54,570.      660,160.      MT  (+/- 180 meters Scaled)
 CK2362
 CK2362                          SUPERSEDED SURVEY CONTROL
 CK2362
 CK2362  NGVD 29 (04/23/92)    1.988  (m)            6.52   (f) ADJUSTED    1 2
 CK2362
 CK2362.Superseded values are not recommended for survey control.
 CK2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2362.See file dsdata.txt to determine how the superseded data were derived.
 CK2362
 CK2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR505764(NAD 83)
 CK2362_MARKER: DB = BENCH MARK DISK
 CK2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2362_SP_SET: CONCRETE POST
 CK2362_STAMPING: VERT 7 185 1982
 CK2362_MARK LOGO: SCGS  
 CK2362_PROJECTION: RECESSED 7 CENTIMETERS
 CK2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2362+STABILITY: SURFACE MOTION
 CK2362
 CK2362  HISTORY     - Date     Condition        Report By
 CK2362  HISTORY     - 1982     MONUMENTED       SCGS
 CK2362  HISTORY     - 19880301 GOOD             SCGS
 CK2362  HISTORY     - 19910412 GOOD             USPSQD
 CK2362  HISTORY     - 19950309 GOOD             USPSQD
 CK2362  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 CK2362
 CK2362                          STATION DESCRIPTION
 CK2362
 CK2362'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2362'IN FRIPPS ISLAND.
 CK2362'THE MARK IS ABOVE LEVEL WITH DOLPHIN ROAD.
 CK2362'IN FRIPPS ISLAND, 1.6 KILOMETERS (1.0 MILE) SOUTH ALONG TARPON
 CK2362'BOULEVARD FROM THE SOUTH END OF THE CONCRETE BRIDGE CROSSING FRIPPS
 CK2362'INLET, THENCE 0.2 KILOMETER (0.1 MILE) SOUTHWEST ALONG MARLIN DRIVE,
 CK2362'CONTINUE AHEAD 0.7 KILOMETER (0.45 MILE) SOUTH ALONG REMORA DRIVE,
 CK2362'THENCE 0.1 KILOMETER (0.05 MILE) SOUTH ALONG DOLPHIN ROAD, SET NEAR A
 CK2362'TEE OFF BOX, 46.3 METERS (152.0 FEET) NORTH-NORTHWEST OF POWER POLE
 CK2362'NUMBER P 9 182, 32.8 METERS (107.5 FEET) WEST-SOUTHWEST OF POWER POLE
 CK2362'NUMBER P 9 181, 25.5 METERS (83.7 FEET) WEST OF THE APPROXIMATE CENTER
 CK2362'OF DOLPHIN ROAD, 15.8 METERS (52.0 FEET) NORTH-NORTHWEST OF THE
 CK2362'APPROXIMATE CENTER OF A PAVED GOLF CART PATH.
 CK2362
 CK2362                          STATION RECOVERY (1988)
 CK2362
 CK2362'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2362'IN FRIPPS ISLAND, 1.6 KILOMETERS (1.0 MILE) SOUTH ALONG TARPON
 CK2362'BOULEVARD FROM THE SOUTH END OF THE CONCRETE BRIDGE CROSSING FRIPPS
 CK2362'INLET, THENCE 0.2 KILOMETER (0.1 MILE) SOUTHWEST ALONG MARLIN DRIVE,
 CK2362'CONTINUE AHEAD 0.7 KILOMETER (0.45 MILE) SOUTH ALONG REMORA DRIVE,
 CK2362'THENCE 0.1 KILOMETER (0.05 MILE) SOUTH ALONG DOLPHIN ROAD, SET NEAR A
 CK2362'TEE OFF BOX, 46.3 METERS (152.0 FEET) NORTH-NORTHWEST OF POWER POLE
 CK2362'NUMBER P 9 182, 32.8 METERS (107.5 FEET) WEST-SOUTHWEST OF POWER POLE
 CK2362'NUMBER P 9 181, 25.5 METERS (83.7 FEET) WEST OF THE APPROXIMATE CENTER
 CK2362'OF DOLPHIN ROAD, 15.8 METERS (52.0 FEET) NORTH-NORTHWEST OF THE
 CK2362'APPROXIMATE CENTER OF A PAVED GOLF CART PATH.
 CK2362
 CK2362                          STATION RECOVERY (1991)
 CK2362
 CK2362'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2362'RECOVERED IN GOOD CONDITION.
 CK2362
 CK2362                          STATION RECOVERY (1995)
 CK2362
 CK2362'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2362'RECOVERED IN GOOD CONDITION.
 CK2362
 CK2362                          STATION RECOVERY (2002)
 CK2362
 CK2362'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK2362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2363 ***********************************************************************
 CK2363  DESIGNATION -  7 186
 CK2363  PID         -  CK2363
 CK2363  STATE/COUNTY-  SC/BEAUFORT
 CK2363  USGS QUAD   -  FRIPPS INLET (1979)
 CK2363
 CK2363                         *CURRENT SURVEY CONTROL
 CK2363  ___________________________________________________________________
 CK2363* NAD 83(1986)-  32 19 13.     (N)    080 28 15.     (W)     SCALED    
 CK2363* NAVD 88     -         2.857  (meters)       9.37   (feet)  ADJUSTED  
 CK2363  ___________________________________________________________________
 CK2363  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK2363  DYNAMIC HT  -           2.854 (meters)       9.36  (feet)  COMP
 CK2363  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 CK2363
 CK2363  VERT ORDER  -  FIRST     CLASS II
 CK2363
 CK2363.The horizontal coordinates were scaled from a topographic map and have
 CK2363.an estimated accuracy of +/- 6 seconds.
 CK2363
 CK2363.The orthometric height was determined by differential leveling
 CK2363.and adjusted by the National Geodetic Survey in June 1991..
 CK2363
 CK2363.The geoid height was determined by GEOID03.
 CK2363
 CK2363.The dynamic height is computed by dividing the NAVD 88
 CK2363.geopotential number by the normal gravity value computed on the
 CK2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2363.degrees latitude (g = 980.6199 gals.).
 CK2363
 CK2363.The modeled gravity was interpolated from observed gravity values.
 CK2363
 CK2363;                    North         East    Units  Estimated Accuracy
 CK2363;SPC SC       -    54,130.      659,430.      MT  (+/- 180 meters Scaled)
 CK2363
 CK2363                          SUPERSEDED SURVEY CONTROL
 CK2363
 CK2363  NGVD 29 (04/23/92)    3.139  (m)           10.30   (f) ADJUSTED    1 2
 CK2363
 CK2363.Superseded values are not recommended for survey control.
 CK2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2363.See file dsdata.txt to determine how the superseded data were derived.
 CK2363
 CK2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR498760(NAD 83)
 CK2363_MARKER: DB = BENCH MARK DISK
 CK2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2363_SP_SET: CONCRETE POST
 CK2363_STAMPING: VERT 7 186 1982
 CK2363_MARK LOGO: SCGS  
 CK2363_PROJECTION: RECESSED 7 CENTIMETERS
 CK2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2363+STABILITY: SURFACE MOTION
 CK2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2363+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2002
 CK2363
 CK2363  HISTORY     - Date     Condition        Report By
 CK2363  HISTORY     - 1982     MONUMENTED       SCGS
 CK2363  HISTORY     - 19880301 GOOD             SCGS
 CK2363  HISTORY     - 1989     GOOD             USPSQD
 CK2363  HISTORY     - 19910410 GOOD             USPSQD
 CK2363  HISTORY     - 19950309 GOOD             USPSQD
 CK2363  HISTORY     - 20020628 GOOD             USPSQD
 CK2363
 CK2363                          STATION DESCRIPTION
 CK2363
 CK2363'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2363'IN FRIPPS ISLAND.
 CK2363'THE MARK IS ABOVE LEVEL WITH DOLPHIN ROAD.
 CK2363'IN FRIPPS ISLAND, 1.6 KILOMETERS (1.0 MILE) SOUTH ALONG TARPON
 CK2363'BOULEVARD FROM THE SOUTH END OF THE CONCRETE BRIDGE CROSSING FRIPPS
 CK2363'INLET, THENCE 0.5 KILOMETER (0.35 MILE) SOUTHWEST ALONG MARLIN DRIVE,
 CK2363'THENCE 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG DOLPHIN ROAD, SET
 CK2363'NEAR A FIRE HYDRANT IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 CK2363'DOLPHIN ROAD, 64.3 METERS (211.0 FEET) NORTHEAST OF THE APPROXIMATE
 CK2363'CENTER OF MARLIN DRIVE, 10.4 METERS (34.1 FEET) SOUTHEAST OF THE EAST
 CK2363'CORNER OF A ONE STORY WOODEN HOUSE BELONGING TO THE DOYLES, 8.2 METERS
 CK2363'(27.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF DOLPHIN ROAD,
 CK2363'1.9 METERS (6.3 FEET) SOUTHWEST OF THE FIRE HYDRANT.
 CK2363
 CK2363                          STATION RECOVERY (1988)
 CK2363
 CK2363'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2363'IN FRIPPS ISLAND, 1.6 KILOMETERS (1.0 MILE) SOUTH ALONG TARPON
 CK2363'BOULEVARD FROM THE SOUTH END OF THE CONCRETE BRIDGE CROSSING FRIPPS
 CK2363'INLET, THENCE 0.5 KILOMETER (0.35 MILE) SOUTHWEST ALONG MARLIN DRIVE,
 CK2363'THENCE 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG DOLPHIN ROAD, SET
 CK2363'NEAR A FIRE HYDRANT IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 CK2363'DOLPHIN ROAD, 64.3 METERS (211.0 FEET) NORTHEAST OF THE APPROXIMATE
 CK2363'CENTER OF MARLIN DRIVE, 10.4 METERS (34.1 FEET) SOUTHEAST OF THE EAST
 CK2363'CORNER OF A ONE STORY WOODEN HOUSE BELONGING TO THE DOYLES, 8.2 METERS
 CK2363'(27.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF DOLPHIN ROAD,
 CK2363'1.9 METERS (6.3 FEET) SOUTHWEST OF THE FIRE HYDRANT.
 CK2363
 CK2363                          STATION RECOVERY (1989)
 CK2363
 CK2363'RECOVERY NOTE BY US POWER SQUADRON 1989 (FCH)
 CK2363'RECOVERED IN GOOD CONDITION.
 CK2363
 CK2363                          STATION RECOVERY (1991)
 CK2363
 CK2363'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2363'RECOVERED IN GOOD CONDITION.
 CK2363
 CK2363                          STATION RECOVERY (1995)
 CK2363
 CK2363'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2363'RECOVERED IN GOOD CONDITION.
 CK2363
 CK2363                          STATION RECOVERY (2002)
 CK2363
 CK2363'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK2363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2365 ***********************************************************************
 CK2365  DESIGNATION -  7 187
 CK2365  PID         -  CK2365
 CK2365  STATE/COUNTY-  SC/BEAUFORT
 CK2365  USGS QUAD   -  FRIPPS INLET (1979)
 CK2365
 CK2365                         *CURRENT SURVEY CONTROL
 CK2365  ___________________________________________________________________
 CK2365* NAD 83(1986)-  32 18 43.     (N)    080 29 16.     (W)     SCALED    
 CK2365* NAVD 88     -         1.981  (meters)       6.50   (feet)  ADJUSTED  
 CK2365  ___________________________________________________________________
 CK2365  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 CK2365  DYNAMIC HT  -           1.979 (meters)       6.49  (feet)  COMP
 CK2365  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 CK2365
 CK2365  VERT ORDER  -  FIRST     CLASS II
 CK2365
 CK2365.The horizontal coordinates were scaled from a topographic map and have
 CK2365.an estimated accuracy of +/- 6 seconds.
 CK2365
 CK2365.The orthometric height was determined by differential leveling
 CK2365.and adjusted by the National Geodetic Survey in June 1991..
 CK2365
 CK2365.The geoid height was determined by GEOID03.
 CK2365
 CK2365.The dynamic height is computed by dividing the NAVD 88
 CK2365.geopotential number by the normal gravity value computed on the
 CK2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2365.degrees latitude (g = 980.6199 gals.).
 CK2365
 CK2365.The modeled gravity was interpolated from observed gravity values.
 CK2365
 CK2365;                    North         East    Units  Estimated Accuracy
 CK2365;SPC SC       -    53,200.      657,840.      MT  (+/- 180 meters Scaled)
 CK2365
 CK2365                          SUPERSEDED SURVEY CONTROL
 CK2365
 CK2365  NGVD 29 (03/21/89)    2.263  (m)            7.42   (f) ADJUSTED    1 2
 CK2365
 CK2365.Superseded values are not recommended for survey control.
 CK2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2365.See file dsdata.txt to determine how the superseded data were derived.
 CK2365
 CK2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR482751(NAD 83)
 CK2365_MARKER: DB = BENCH MARK DISK
 CK2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2365_SP_SET: CONCRETE POST
 CK2365_STAMPING: VERT 7 187 1982
 CK2365_MARK LOGO: SCGS  
 CK2365_PROJECTION: RECESSED 7 CENTIMETERS
 CK2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2365+STABILITY: SURFACE MOTION
 CK2365
 CK2365  HISTORY     - Date     Condition        Report By
 CK2365  HISTORY     - 1982     MONUMENTED       SCGS
 CK2365  HISTORY     - 19910412 GOOD             USPSQD
 CK2365  HISTORY     - 19950308 GOOD             USPSQD
 CK2365
 CK2365                          STATION DESCRIPTION
 CK2365
 CK2365'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2365'IN FRIPPS ISLAND.
 CK2365'IN FRIPPS ISLAND, 3.8 KILOMETERS (2.35 MILES) SOUTH ALONG TARPON
 CK2365'BOULEVARD FROM THE SOUTH END OF THE CONCRETE BRIDGE CROSSING FRIPPS
 CK2365'INLET, SET IN THE FRONT YARD OF THE REWS RESIDENCE ACROSS FROM POWER
 CK2365'POLE NUMBER P 16C1, 17.1 METERS (56.0 FEET) SOUTH-SOUTHWEST OF THE
 CK2365'CENTER PILLAR IN THE MIDDLE OF THE DRIVEWAY, 12.2 METERS (40.0 FEET)
 CK2365'SOUTHWEST OF THE APPROXIMATE CENTER OF A CONCRETE DRIVE LEADING TO THE
 CK2365'HOUSE, 6.1 METERS (20.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF
 CK2365'TARPON BOULEVARD, 2.0 METERS (6.5 FEET) EAST-SOUTHEAST OF A TELEPHONE
 CK2365'JUNCTION BOX.
 CK2365'THE MARK IS ABOVE LEVEL WITH TARPON BOULEVARD.
 CK2365
 CK2365                          STATION RECOVERY (1991)
 CK2365
 CK2365'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2365'RECOVERED IN GOOD CONDITION.
 CK2365
 CK2365                          STATION RECOVERY (1995)
 CK2365
 CK2365'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2334 ***********************************************************************
 CK2334  DESIGNATION -  7 188
 CK2334  PID         -  CK2334
 CK2334  STATE/COUNTY-  SC/BEAUFORT
 CK2334  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2334
 CK2334                         *CURRENT SURVEY CONTROL
 CK2334  ___________________________________________________________________
 CK2334* NAD 83(1986)-  32 24 49.     (N)    080 28 43.     (W)     SCALED    
 CK2334* NAVD 88     -         1.427  (meters)       4.68   (feet)  ADJUSTED  
 CK2334  ___________________________________________________________________
 CK2334  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 CK2334  DYNAMIC HT  -           1.425 (meters)       4.68  (feet)  COMP
 CK2334  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2334
 CK2334  VERT ORDER  -  FIRST     CLASS II
 CK2334
 CK2334.The horizontal coordinates were scaled from a topographic map and have
 CK2334.an estimated accuracy of +/- 6 seconds.
 CK2334
 CK2334.The orthometric height was determined by differential leveling
 CK2334.and adjusted by the National Geodetic Survey in June 1991..
 CK2334
 CK2334.The geoid height was determined by GEOID03.
 CK2334
 CK2334.The dynamic height is computed by dividing the NAVD 88
 CK2334.geopotential number by the normal gravity value computed on the
 CK2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2334.degrees latitude (g = 980.6199 gals.).
 CK2334
 CK2334.The modeled gravity was interpolated from observed gravity values.
 CK2334
 CK2334;                    North         East    Units  Estimated Accuracy
 CK2334;SPC SC       -    64,480.      658,650.      MT  (+/- 180 meters Scaled)
 CK2334
 CK2334                          SUPERSEDED SURVEY CONTROL
 CK2334
 CK2334  NGVD 29 (03/21/89)    1.708  (m)            5.60   (f) ADJUSTED    1 2
 CK2334
 CK2334.Superseded values are not recommended for survey control.
 CK2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2334.See file dsdata.txt to determine how the superseded data were derived.
 CK2334
 CK2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR490864(NAD 83)
 CK2334_MARKER: DD = SURVEY DISK
 CK2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2334_SP_SET: CONCRETE POST
 CK2334_STAMPING: VERT 7 188 1982
 CK2334_MARK LOGO: SCGS  
 CK2334_PROJECTION: FLUSH
 CK2334_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2334+STABILITY: SURFACE MOTION
 CK2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2334+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2002
 CK2334
 CK2334  HISTORY     - Date     Condition        Report By
 CK2334  HISTORY     - 1982     MONUMENTED       SCGS
 CK2334  HISTORY     - 19950215 GOOD             SCGS
 CK2334  HISTORY     - 19950327 GOOD             USPSQD
 CK2334  HISTORY     - 20020628 GOOD             USPSQD
 CK2334
 CK2334                          STATION DESCRIPTION
 CK2334
 CK2334'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2334'10.1 KM (6.3 MI) EAST FROM FROGMORE.
 CK2334'10.1 KILOMETERS (6.3 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2334'OFFICE IN FROGMORE, SET ON THE NORTH SIDE OF A SNACK OR QUICK FOOD
 CK2334'SHACK, 25.9 METERS (85.0 FEET) NORTH-NORTHEAST OF THE CENTER OF U. S.
 CK2334'HIGHWAY 21, 15.8 METERS (52.0 FEET) WEST-NORTHWEST OF THE WEST CORNER
 CK2334'OF THE SNACK SHACK, 8.5 METERS (28.0 FEET) EAST-NORTHEAST OF A FIRE
 CK2334'HYDRANT, 9.4 METERS (31.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF
 CK2334'A DIRT ROAD, 1.4 METERS (4.8 FEET) EAST OF A POWER POLE.
 CK2334'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 21.
 CK2334
 CK2334                          STATION RECOVERY (1995)
 CK2334
 CK2334'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2334'STATION IS LOCATED 11.2 MILES (18.0 KM) EAST OF BEAUFORT, ON ST.
 CK2334'HELENA ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 CK2334'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK2334'FROM THE JUNCTION OF U.S.  HIGHWAY 21, STATE HIGHWAY 802 (LADYS ISLAND
 CK2334'DRIVE) AND U.S.  HIGHWAY 21 BUSINESS (SEA ISLAND PARKWAY) ON LADYS
 CK2334'ISLAND, 1.6 MILES (2.6 KM) SOUTHEAST OF BEAUFORT, GO SOUTHEAST ON
 CK2334'HIGHWAY 21 FOR 9.75 MILES (15.69 KM) TO THE JUNCTION OF STATE ROAD 77
 CK2334'(COFFIN POINT ROAD AND SEA SIDE ROAD) , CONTINUE ON HIGHWAY 21 FOR
 CK2334'0.95 MILE (1.53 KM) TO THE STATION NEAR A POWER POLE IN THE SOUTHEAST
 CK2334'ANGLE OF CEE CEE ROAD.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 CK2334'(6.1 CM) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 84.8 FEET (25.8 M)
 CK2334'NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 28.2 FEET (8.6 M) EAST
 CK2334'OF A FIRE HYDRANT, 5.1 FEET (1.6 M) EAST NORTHEAST OF POWER POLE
 CK2334'NUMBER 258034/150 WITH A TRANSFORMER, SECURITY LIGHT, AND A GUY WIRE,
 CK2334'52.5 FEET (16.0 M) EAST SOUTHEAST OF THE WEST CORNER OF A BUILDING
 CK2334'(SHRIMP SHACK) , 6.0 FEET (1.8 M) EAST NORTHEAST OF A WITNESS POST.
 CK2334'RECOVERED BY R.W.  ROBERTS.
 CK2334
 CK2334                          STATION RECOVERY (1995)
 CK2334
 CK2334'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2334'RECOVERED IN GOOD CONDITION.
 CK2334
 CK2334                          STATION RECOVERY (2002)
 CK2334
 CK2334'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWP)
 CK2334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2347 ***********************************************************************
 CK2347  DESIGNATION -  7 188 X
 CK2347  PID         -  CK2347
 CK2347  STATE/COUNTY-  SC/BEAUFORT
 CK2347  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2347
 CK2347                         *CURRENT SURVEY CONTROL
 CK2347  ___________________________________________________________________
 CK2347* NAD 83(1986)-  32 22 32.     (N)    080 26 15.     (W)     SCALED    
 CK2347* NAVD 88     -         3.123  (meters)      10.25   (feet)  ADJUSTED  
 CK2347  ___________________________________________________________________
 CK2347  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK2347  DYNAMIC HT  -           3.119 (meters)      10.23  (feet)  COMP
 CK2347  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 CK2347
 CK2347  VERT ORDER  -  FIRST     CLASS II
 CK2347
 CK2347.The horizontal coordinates were scaled from a topographic map and have
 CK2347.an estimated accuracy of +/- 6 seconds.
 CK2347
 CK2347.The orthometric height was determined by differential leveling
 CK2347.and adjusted by the National Geodetic Survey in June 1991..
 CK2347
 CK2347.The geoid height was determined by GEOID03.
 CK2347
 CK2347.The dynamic height is computed by dividing the NAVD 88
 CK2347.geopotential number by the normal gravity value computed on the
 CK2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2347.degrees latitude (g = 980.6199 gals.).
 CK2347
 CK2347.The modeled gravity was interpolated from observed gravity values.
 CK2347
 CK2347;                    North         East    Units  Estimated Accuracy
 CK2347;SPC SC       -    60,280.      662,540.      MT  (+/- 180 meters Scaled)
 CK2347
 CK2347                          SUPERSEDED SURVEY CONTROL
 CK2347
 CK2347  NGVD 29 (04/23/92)    3.404  (m)           11.17   (f) ADJUSTED    1 2
 CK2347
 CK2347.Superseded values are not recommended for survey control.
 CK2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2347.See file dsdata.txt to determine how the superseded data were derived.
 CK2347
 CK2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR529822(NAD 83)
 CK2347_MARKER: DB = BENCH MARK DISK
 CK2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2347_SP_SET: CONCRETE POST
 CK2347_STAMPING: VERT 7 188 X 1983
 CK2347_MARK LOGO: SCGS  
 CK2347_PROJECTION: RECESSED 7 CENTIMETERS
 CK2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2347+STABILITY: SURFACE MOTION
 CK2347
 CK2347  HISTORY     - Date     Condition        Report By
 CK2347  HISTORY     - 1983     MONUMENTED       SCGS
 CK2347  HISTORY     - 19880301 GOOD             SCGS
 CK2347  HISTORY     - 19910422 GOOD             USPSQD
 CK2347
 CK2347                          STATION DESCRIPTION
 CK2347
 CK2347'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2347'IN HUNTING ISLAND.
 CK2347'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2347'IN HUNTING ISLAND, SET NEAR A LONE PALMETTO TREE ON THE SOUTHWEST SIDE
 CK2347'OF THE OFFICE BUILDING, INSIDE A 4-FOOT HIGH FENCE THAT SURROUNDS THE
 CK2347'LIGHT HOUSE, 13.6 METERS (44.8 FEET) WEST-SOUTHWEST OF THE CENTER OF
 CK2347'THE ENTRANCE DOORS TO THE LIGHT HOUSE, 6.8 METERS (22.2 FEET)
 CK2347'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE OFFICE BUILDING, 3.2 METERS
 CK2347'(10.6 FEET) SOUTH-SOUTHEAST OF THE LONE PALMETTO TREE, 4.0 METERS
 CK2347'(13.0 FEET) NORTH-NORTHEAST OF THE WEST CORNER OF THE KIOSK BUILDING.
 CK2347
 CK2347                          STATION RECOVERY (1988)
 CK2347
 CK2347'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2347'IN HUNTING ISLAND, SET NEAR A LONE PALMETTO TREE ON THE SOUTHWEST SIDE
 CK2347'OF THE OFFICE BUILDING, INSIDE A 4-FOOT HIGH FENCE THAT SURROUNDS THE
 CK2347'LIGHT HOUSE, 13.6 METERS (44.8 FEET) WEST-SOUTHWEST OF THE CENTER OF
 CK2347'THE ENTRANCE DOORS TO THE LIGHT HOUSE, 6.8 METERS (22.2 FEET)
 CK2347'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE OFFICE BUILDING, 3.2 METERS
 CK2347'(10.6 FEET) SOUTH-SOUTHEAST OF THE LONE PALMETTO TREE, 4.0 METERS
 CK2347'(13.0 FEET) NORTH-NORTHEAST OF THE WEST CORNER OF THE KIOSK BUILDING.
 CK2347
 CK2347                          STATION RECOVERY (1991)
 CK2347
 CK2347'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2345 ***********************************************************************
 CK2345  DESIGNATION -  7 189
 CK2345  PID         -  CK2345
 CK2345  STATE/COUNTY-  SC/BEAUFORT
 CK2345  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2345
 CK2345                         *CURRENT SURVEY CONTROL
 CK2345  ___________________________________________________________________
 CK2345* NAD 83(1986)-  32 23 19.     (N)    080 25 52.     (W)     SCALED    
 CK2345* NAVD 88     -         2.053  (meters)       6.74   (feet)  ADJUSTED  
 CK2345  ___________________________________________________________________
 CK2345  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 CK2345  DYNAMIC HT  -           2.050 (meters)       6.73  (feet)  COMP
 CK2345  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 CK2345
 CK2345  VERT ORDER  -  FIRST     CLASS II
 CK2345
 CK2345.The horizontal coordinates were scaled from a topographic map and have
 CK2345.an estimated accuracy of +/- 6 seconds.
 CK2345
 CK2345.The orthometric height was determined by differential leveling
 CK2345.and adjusted by the National Geodetic Survey in June 1991..
 CK2345
 CK2345.The geoid height was determined by GEOID03.
 CK2345
 CK2345.The dynamic height is computed by dividing the NAVD 88
 CK2345.geopotential number by the normal gravity value computed on the
 CK2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2345.degrees latitude (g = 980.6199 gals.).
 CK2345
 CK2345.The modeled gravity was interpolated from observed gravity values.
 CK2345
 CK2345;                    North         East    Units  Estimated Accuracy
 CK2345;SPC SC       -    61,730.      663,130.      MT  (+/- 180 meters Scaled)
 CK2345
 CK2345                          SUPERSEDED SURVEY CONTROL
 CK2345
 CK2345  NGVD 29 (04/23/92)    2.334  (m)            7.66   (f) ADJUSTED    1 2
 CK2345
 CK2345.Superseded values are not recommended for survey control.
 CK2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2345.See file dsdata.txt to determine how the superseded data were derived.
 CK2345
 CK2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR535836(NAD 83)
 CK2345_MARKER: DB = BENCH MARK DISK
 CK2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2345_SP_SET: CONCRETE POST
 CK2345_STAMPING: VERT 7 189 1983
 CK2345_MARK LOGO: SCGS  
 CK2345_PROJECTION: FLUSH
 CK2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2345+STABILITY: SURFACE MOTION
 CK2345
 CK2345  HISTORY     - Date     Condition        Report By
 CK2345  HISTORY     - 1983     MONUMENTED       SCGS
 CK2345  HISTORY     - 19880301 GOOD             SCGS
 CK2345  HISTORY     - 19910422 GOOD             USPSQD
 CK2345  HISTORY     - 19950313 GOOD             USPSQD
 CK2345  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2345
 CK2345                          STATION DESCRIPTION
 CK2345
 CK2345'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2345'IN HUNTING ISLAND.
 CK2345'THE MARK IS 0.60 M ABOVE SAND ROAD.
 CK2345'IN HUNTING ISLAND, 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S.
 CK2345'HIGHWAY 21 FROM THE SOUTH END OF THE CONCRETE BRIDGE OVER JOHNSON
 CK2345'CREEK TO THE ENTRANCE OF THE HUNTING ISLAND CAMPGROUND, THENCE 0.7
 CK2345'KILOMETER (0.45 MILE) NORTHEAST ALONG COUNTY ROAD S-7-348 TO WOOD
 CK2345'BUILDING ON THE BEACH, SET AT THE NORTHEAST END OF THE CAMPGROUND NEAR
 CK2345'LOT 80, 73.2 METERS (240.0 FEET) WEST OF THE NORTHWEST CORNER OF THE
 CK2345'WOOD BUILDING, 54.9 METERS (180.5 FEET) NORTH OF THE NORTHWEST CORNER
 CK2345'OF A RESTROOM FACILITIES, 10.1 METERS (33.0 FEET) SOUTHWEST OF THE
 CK2345'APPROXIMATE CENTER OF THE SAND ROAD, 6.8 METERS (22.3 FEET)
 CK2345'NORTH-NORTHWEST OF LOT 80 ELECTRICAL OUTLET.
 CK2345
 CK2345                          STATION RECOVERY (1988)
 CK2345
 CK2345'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2345'IN HUNTING ISLAND, 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG U.S.
 CK2345'HIGHWAY 21 FROM THE SOUTH END OF THE CONCRETE BRIDGE OVER JOHNSON
 CK2345'CREEK TO THE ENTRANCE OF THE HUNTING ISLAND CAMPGROUND, THENCE 0.7
 CK2345'KILOMETER (0.45 MILE) NORTHEAST ALONG COUNTY ROAD S-7-348 TO WOOD
 CK2345'BUILDING ON THE BEACH, SET AT THE NORTHEAST END OF THE CAMPGROUND NEAR
 CK2345'LOT 80, 73.2 METERS (240.0 FEET) WEST OF THE NORTHWEST CORNER OF THE
 CK2345'WOOD BUILDING, 54.9 METERS (180.5 FEET) NORTH OF THE NORTHWEST CORNER
 CK2345'OF A RESTROOM FACILITIES, 10.1 METERS (33.0 FEET) SOUTHWEST OF THE
 CK2345'APPROXIMATE CENTER OF THE SAND ROAD, 6.8 METERS (22.3 FEET)
 CK2345'NORTH-NORTHWEST OF LOT 80 ELECTRICAL OUTLET.
 CK2345
 CK2345                          STATION RECOVERY (1991)
 CK2345
 CK2345'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2345'RECOVERED IN GOOD CONDITION.
 CK2345
 CK2345                          STATION RECOVERY (1995)
 CK2345
 CK2345'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2345'RECOVERED IN GOOD CONDITION.
 CK2345
 CK2345                          STATION RECOVERY (2002)
 CK2345
 CK2345'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2345'SEARCHED NEAR LOT 80 IN CAMP GROUND WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4313 ***********************************************************************
 CK4313  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4313  DESIGNATION -  7 200
 CK4313  PID         -  CK4313
 CK4313  STATE/COUNTY-  SC/BEAUFORT
 CK4313  USGS QUAD   -  DALE (1988)
 CK4313
 CK4313                         *CURRENT SURVEY CONTROL
 CK4313  ___________________________________________________________________
 CK4313* NAD 83(2001)-  32 34 40.53261(N)    080 40 10.17615(W)     ADJUSTED  
 CK4313* NAVD 88     -         4.04   (meters)      13.3    (feet)  GPS OBS   
 CK4313  ___________________________________________________________________
 CK4313  X           -     872,222.931 (meters)                     COMP
 CK4313  Y           -  -5,308,622.987 (meters)                     COMP
 CK4313  Z           -   3,414,593.402 (meters)                     COMP
 CK4313  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CK4313  ELLIP HEIGHT-         -27.71  (meters)          (06/28/04) GPS OBS
 CK4313  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK4313
 CK4313  HORZ ORDER  -  FIRST
 CK4313  ELLP ORDER  -  FOURTH    CLASS I
 CK4313
 CK4313.The horizontal coordinates were established by GPS observations
 CK4313.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK4313
 CK4313.The orthometric height was determined by GPS observations and a
 CK4313.high-resolution geoid model using precise GPS observation and
 CK4313.processing techniques.
 CK4313
 CK4313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4313
 CK4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4313
 CK4313.The ellipsoidal height was determined by GPS observations
 CK4313.and is referenced to NAD 83.
 CK4313
 CK4313.The geoid height was determined by GEOID03.
 CK4313
 CK4313;                    North         East     Units Scale Factor Converg.
 CK4313;SPC SC       -    82,627.984   640,632.253   MT  0.99997347   +0 10 59.6
 CK4313;SPC SC       -   271,089.19  2,101,811.85   iFT  0.99997347   +0 10 59.6
 CK4313;UTM  17      - 3,604,545.506   531,020.789   MT  0.99961187   +0 10 40.7
 CK4313
 CK4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4313!SPC SC       -   1.00000435  x   0.99997347  =   0.99997782
 CK4313!UTM  17      -   1.00000435  x   0.99961187  =   0.99961622
 CK4313
 CK4313                          SUPERSEDED SURVEY CONTROL
 CK4313
 CK4313  NAD 83(1986)-  32 34 40.54337(N)    080 40 10.18196(W) AD(       ) 1
 CK4313  NAD 83(2001)-  32 34 40.53261(N)    080 40 10.17615(W) AD(       ) 1
 CK4313  NAD 83(1995)-  32 34 40.53264(N)    080 40 10.17705(W) AD(       ) 1
 CK4313  ELLIP H (12/20/99)  -27.66   (m)                       GP(       ) 4 1
 CK4313  NAD 83(1986)-  32 34 40.54480(N)    080 40 10.18076(W) AD(       ) 1
 CK4313  NAD 27      -  32 34 39.87859(N)    080 40 10.80083(W) AD(       ) 1
 CK4313  NGVD 29 (10/12/88)    4.2    (m)           14.     (f) GPS OBS        
 CK4313
 CK4313.Superseded values are not recommended for survey control.
 CK4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4313.See file dsdata.txt to determine how the superseded data were derived.
 CK4313
 CK4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS3102104546(NAD 83)
 CK4313_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4313_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK4313+WITH SETTING: PAVEMENT
 CK4313_SP_SET: MAT FOUNDATION
 CK4313_STAMPING: 7 200 1985
 CK4313_MARK LOGO: NGS   
 CK4313_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4313+STABILITY: SURFACE MOTION
 CK4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4313+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 CK4313
 CK4313  HISTORY     - Date     Condition        Report By
 CK4313  HISTORY     - 1985     MONUMENTED       NGS
 CK4313  HISTORY     - 19870224 GOOD
 CK4313  HISTORY     - 20030415 GOOD             SCGS
 CK4313  HISTORY     - 20050705 GOOD             SCGS
 CK4313
 CK4313                          STATION DESCRIPTION
 CK4313
 CK4313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4313'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI)
 CK4313'EAST-SOUTHEAST OF GARDENS CORNER,
 CK4313'3.2 KM (2.0 MI) NORTHEAST OF DALE, ALONG AN OLD RAILROAD BED
 CK4313'LEADING TO THE OLD BRIDGE THAT IS NOW A CONCRETE FISHING PIER, NEXT
 CK4313'TO A COUNTY BOAT LANDING ON WINBEE CREEK.
 CK4313'OWNERSHIP--BEAUFORT COUNTY.
 CK4313'
 CK4313'TO REACH THE STATION FROM THE JUNCTION OF S-7-38 AND S-7-43 AT THE
 CK4313'DALE POST OFFICE AND GENERAL STORE, GO NORTH FOR
 CK4313'1.53 KM (0.95 MI) ON S-7-43 TO A DIRT CROSSROAD.
 CK4313'TURN RIGHT AND GO EAST FOR 1.85 KM (1.15 MI) ON WIDE DIRT ROAD TO
 CK4313'WHERE THE ROAD TURNS LEFT.
 CK4313'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.60 KM (0.4 MI) ON AN OLD
 CK4313'RAILROAD BED TO ITS END AT THE PIER AND THE STATION IN THE CONCRETE
 CK4313'FLOOR.
 CK4313'
 CK4313'THE STATION IS A STANDARD NGS DISK
 CK4313'STAMPED---7 200 1985---,
 CK4313'SET INTO A DRILL HOLE IN THE CONCRETE FLOOR AT BASE OF THE STEPS TO
 CK4313'THE PIER.
 CK4313'IT IS 1.4 METERS SOUTH OF THE NORTH EDGE, 0.7 METER WEST OF A
 CK4313'RAILING CORNER AT THE STEPS, AND 2.2 METERS WEST-SOUTHWEST OF A
 CK4313'TIDAL BENCH MARK IN THE NORTHWEST BRIDGE ABUTMENT.  NO UNDERGROUND
 CK4313'MARK OR AZIMUTH MARK FOR THIS STATION.
 CK4313'
 CK4313'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R.HEID, TYPED BY SCGS.
 CK4313
 CK4313                          STATION RECOVERY (1987)
 CK4313
 CK4313'RECOVERED 1987
 CK4313'RECOVERED IN GOOD CONDITION.
 CK4313
 CK4313                          STATION RECOVERY (2003)
 CK4313
 CK4313'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4313'STATION IS LOCATED 10.1 MILES NORTH OF BEAUFORT, 11.0 MILES SOUTH
 CK4313'SOUTHWEST OF GREEN  POND. OWNERSHIP--SCDOT, DIRECTOR OF
 CK4313'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 CK4313'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CK4313'21 AND 17 IN GARDENS CORNER, 8.1  MILES SOUTHEAST OF YEMASSEE, GO
 CK4313'SOUTHEAST ON HIGHWAY 21 FOR 3.35 MILES TO THE JUNCTION  OF STATE ROAD
 CK4313'38 (KEANS NECK ROAD), TURN LEFT ON ROAD 38 FOR 3.05 MILES TO THE
 CK4313'JUNCTION  OF STATE ROAD 43 (KINLOCH ROAD), TURN LEFT ON ROAD 43 FOR
 CK4313'0.95 MILE TO THE JUNCTION OF A  SAND ROAD RIGHT (WIMBEE LANDING ROAD),
 CK4313'TURN RIGHT ON THE SAND ROAD FOR 1.15 MILES TO  THE JUNCTION OF A SAND
 CK4313'ROAD LEFT (BRIANS CREEK ROAD), CONTINUE ON WIMBEE LANDING ROAD  FOR
 CK4313'0.35 MILE TO THE STATION ON THE LEFT SET INTO A CONCRETE FOUNDATION AT
 CK4313'THE  ABANDONED RAILROAD BED AND WALKING BRIDGE/PIER. STATION IS A DISK
 CK4313'SET INTO A DRILL IN THE CONCRETE FOUNDATION, 5.5 FEET SOUTH  SOUTHEAST
 CK4313'OF THE NORTH CORNER POST OF A SMALL CHAIN LINK FENCE, 31.6 FEET
 CK4313'SOUTHWEST OF THE SOUTHWEST ONE OF SIX METAL LAMP POSTS ALONG THE PIER,
 CK4313'3.4  FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE STEP, 38.8
 CK4313'FEET EAST  NORTHEAST OF A SECURITY LIGHT POLE NUMBER 226923 WITH GUY
 CK4313'WIRE, 38.9 FEET EAST  NORTHEAST OF A WITNESS POST. RECOVERED BY T.
 CK4313'HALL.
 CK4313
 CK4313                          STATION RECOVERY (2005)
 CK4313
 CK4313'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4313'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4314 ***********************************************************************
 CK4314  DESIGNATION -  7 201
 CK4314  PID         -  CK4314
 CK4314  STATE/COUNTY-  SC/BEAUFORT
 CK4314  USGS QUAD   -  SHELDON (1988)
 CK4314
 CK4314                         *CURRENT SURVEY CONTROL
 CK4314  ___________________________________________________________________
 CK4314* NAD 83(2001)-  32 36 00.44375(N)    080 45 31.09907(W)     ADJUSTED  
 CK4314* NAVD 88     -         5.078  (meters)      16.66   (feet)  ADJUSTED  
 CK4314  ___________________________________________________________________
 CK4314  X           -     863,749.530 (meters)                     COMP
 CK4314  Y           -  -5,308,665.881 (meters)                     COMP
 CK4314  Z           -   3,416,668.047 (meters)                     COMP
 CK4314  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CK4314  ELLIP HEIGHT-         -26.63  (meters)          (06/28/04) GPS OBS
 CK4314  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK4314  DYNAMIC HT  -           5.072 (meters)      16.64  (feet)  COMP
 CK4314  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CK4314
 CK4314  HORZ ORDER  -  FIRST
 CK4314  VERT ORDER  -  FIRST     CLASS II
 CK4314  ELLP ORDER  -  FOURTH    CLASS I
 CK4314
 CK4314.The horizontal coordinates were established by GPS observations
 CK4314.and adjusted by the National Geodetic Survey in March 2004..
 CK4314
 CK4314.The orthometric height was determined by differential leveling
 CK4314.and adjusted by the National Geodetic Survey in September 1998..
 CK4314
 CK4314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4314
 CK4314.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4314
 CK4314.The ellipsoidal height was determined by GPS observations
 CK4314.and is referenced to NAD 83.
 CK4314
 CK4314.The geoid height was determined by GEOID03.
 CK4314
 CK4314.The dynamic height is computed by dividing the NAVD 88
 CK4314.geopotential number by the normal gravity value computed on the
 CK4314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK4314.degrees latitude (g = 980.6199 gals.).
 CK4314
 CK4314.The modeled gravity was interpolated from observed gravity values.
 CK4314
 CK4314;                    North         East     Units Scale Factor Converg.
 CK4314;SPC SC       -    85,066.389   632,256.408   MT  0.99996624   +0 08 01.7
 CK4314;SPC SC       -   279,089.20  2,074,332.05   iFT  0.99996624   +0 08 01.7
 CK4314;UTM  17      - 3,606,983.691   522,648.159   MT  0.99960632   +0 07 48.1
 CK4314
 CK4314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4314!SPC SC       -   1.00000418  x   0.99996624  =   0.99997042
 CK4314!UTM  17      -   1.00000418  x   0.99960632  =   0.99961050
 CK4314
 CK4314                          SUPERSEDED SURVEY CONTROL
 CK4314
 CK4314  NAD 83(1986)-  32 36 00.45483(N)    080 45 31.10627(W) AD(       ) 1
 CK4314  NAD 83(1995)-  32 36 00.44368(N)    080 45 31.09903(W) AD(       ) 1
 CK4314  ELLIP H (12/20/99)  -26.59   (m)                       GP(       ) 4 1
 CK4314  NAD 83(1986)-  32 36 00.45460(N)    080 45 31.10378(W) AD(       ) 1
 CK4314  NAD 27      -  32 35 59.79500(N)    080 45 31.71553(W) AD(       ) 1
 CK4314  NAVD 88 (06/28/04)    5.08   (m)           16.7    (f) LEVELING    3  
 CK4314  NGVD 29 (10/12/88)    5.3    (m)           17.     (f) GPS OBS        
 CK4314
 CK4314.Superseded values are not recommended for survey control.
 CK4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4314.See file dsdata.txt to determine how the superseded data were derived.
 CK4314
 CK4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS2264806984(NAD 83)
 CK4314_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4314_STAMPING: 7 201 1985
 CK4314_MARK LOGO: NGS   
 CK4314_PROJECTION: FLUSH
 CK4314_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4314+STABILITY: SURFACE MOTION
 CK4314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4314+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 CK4314
 CK4314  HISTORY     - Date     Condition        Report By
 CK4314  HISTORY     - 1985     MONUMENTED       NGS
 CK4314  HISTORY     - 19870218 GOOD
 CK4314  HISTORY     - 19950920 GOOD             SCGS
 CK4314  HISTORY     - 19960608 GOOD             USPSQD
 CK4314  HISTORY     - 20030415 GOOD             SCGS
 CK4314
 CK4314                          STATION DESCRIPTION
 CK4314
 CK4314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4314'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 CK4314'EAST OF SHELDON, 0.15 KM (0.1 MI) SOUTHEAST OF GARDENS CORNER, IN A
 CK4314'TRAFFIC ISLAND IN THE VEE OF US HIGHWAY 21 WHERE TRAFFIC TO
 CK4314'CHARLESTON BEARS RIGHT (NORTHEAST).
 CK4314'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4314'
 CK4314'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 17 AND 21
 CK4314'(SOUTH ONE OF TWO SIMILAR JUNCTIONS), GO SOUTHEAST ON HIGHWAY 21
 CK4314'FOR 0.18 KM (0.1 MI) TO THE TRAFFIC ISLAND ON THE LEFT.
 CK4314'
 CK4314'THE STATIONS ARE STANDARD NGS DISKS
 CK4314'STAMPED---7 201 1985---,
 CK4314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK4314'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CK4314'20.8 METERS NORTHWEST FROM THE SOUTHWEST END OF THE ISLAND,
 CK4314'27.5 METERS SOUTH-SOUTHEAST OF THE NORTHWEST END OF THE ISLAND,
 CK4314'18.0 METERS EAST-SOUTHEAST OF THE SOUTH END OF A CONCRETE TRAFFIC
 CK4314'ISLAND, 3.8 METERS NORTHEAST OF THE PAVEMENT EDGE OF HIGHWAY 21
 CK4314'LEADING NORTHWEST, AND 3.9 METERS WEST-SOUTHWEST OF THE PAVEMENT
 CK4314'EDGE OF THE ROAD LEADING TO HIGHWAY 17.
 CK4314'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK4314'STAMPED---7 201 1985---,
 CK4314'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CK4314'
 CK4314'STATION 7 201 IS INTERVISIBLE WITH THIS STATION.  STATION WAS
 CK4314'OCCUPIED BY GPS.  DESCRIBED BY G.R.HEID, TYPED BY SCGS.
 CK4314
 CK4314                          STATION RECOVERY (1987)
 CK4314
 CK4314'RECOVERED 1987
 CK4314'RECOVERED IN GOOD CONDITION.
 CK4314
 CK4314                          STATION RECOVERY (1995)
 CK4314
 CK4314'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK4314'STATION IS LOCATED IN A GRASSY TRAFFIC ISLAND AT THE SOUTHEAST CORNER
 CK4314'OF THE TRIANGLE JUNCTION OF U.S.  HIGHWAYS 17 AND 21, ON LINE WITH THE
 CK4314'EXTENDED CENTER OF THE STRAIGHT AWAY OF THE NORTHWEST BOUND LANES OF
 CK4314'HIGHWAY 21, 2.2 MILES (3.5 KM) EAST OF SHELDON, 12.9 MILES (20.8 KM)
 CK4314'NORTH NORTHWEST OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4314'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK4314'803-737-1350.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 CK4314'AND LEVEL WITH THE HIGHWAY, 130.5 NORTHEAST OF THE POWER POLE NUMBER
 CK4314'352526 WITH 6 GUY WIRES AND A SECURITY LIGHT, 59.5 FEET (18.1 M) EAST
 CK4314'SOUTHEAST OF THE SOUTH EDGE (CORNER) OF A TRIANGULAR CONCRETE TRAFFIC
 CK4314'ISLAND WITH STOP SIGN, 23.1 FEET (7.0 M) NORTHWEST OF A WITNESS POST
 CK4314'AT A (DO NOT ENTER SIGN) .  NOTE-STATION IS INTERVISIBLE WITH
 CK4314'HORIZONTAL STATION 7 202.  RECOVERED BY C.E.  GEOGHEGAN.
 CK4314
 CK4314                          STATION RECOVERY (1996)
 CK4314
 CK4314'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK4314'RECOVERED IN GOOD CONDITION.
 CK4314
 CK4314                          STATION RECOVERY (2003)
 CK4314
 CK4314'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4314'STATION IS LOCATED 12.4 MILES SOUTHWEST OF GREEN POND, 12.75 MILES
 CK4314'NORTH NORTHWEST OF  BEAUFORT. OWNERSHIP--SCDOT, DIRECTOR OF
 CK4314'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 CK4314'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CK4314'21 AND 17 IN GARDENS CORNER, 8.1  MILES SOUTHEAST OF YEMASSEE, GO
 CK4314'SOUTHEAST ON HIGHWAY 21 FOR 0.1 MILE TO THE STATION  IN A GRASSY
 CK4314'TRAFFIC ISLAND NEAR A SIGN (DO NOT ENTER). STATION IS A CONCRETE POST
 CK4314'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAYS, 59.7  FEET EAST
 CK4314'SOUTHEAST OF THE SOUTHERN TIP OF A TRIANGULAR SHAPED CONCRETE MEDIAN,
 CK4314'21.0 FEET NORTHEAST OF THE CENTER OF THE WEST BOUND LANES OF THE
 CK4314'HIGHWAY, 31.8 FEET  NORTHWEST OF A METAL SIGN POST FOR SIGN (DO NOT
 CK4314'ENTER). NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION 7 202.
 CK4314'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4315 ***********************************************************************
 CK4315  CBN         -  This is a Cooperative Base Network Control Station.
 CK4315  DESIGNATION -  7 202
 CK4315  PID         -  CK4315
 CK4315  STATE/COUNTY-  SC/BEAUFORT
 CK4315  USGS QUAD   -  SHELDON (1988)
 CK4315
 CK4315                         *CURRENT SURVEY CONTROL
 CK4315  ___________________________________________________________________
 CK4315* NAD 83(2001)-  32 35 34.05182(N)    080 45 02.94576(W)     ADJUSTED  
 CK4315* NAVD 88     -         5.428  (meters)      17.81   (feet)  ADJUSTED  
 CK4315  ___________________________________________________________________
 CK4315  X           -     864,544.547 (meters)                     COMP
 CK4315  Y           -  -5,308,980.494 (meters)                     COMP
 CK4315  Z           -   3,415,983.288 (meters)                     COMP
 CK4315  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CK4315  ELLIP HEIGHT-         -26.30  (meters)          (01/30/03) GPS OBS
 CK4315  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK4315  DYNAMIC HT  -           5.422 (meters)      17.79  (feet)  COMP
 CK4315  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 CK4315
 CK4315  HORZ ORDER  -  B
 CK4315  VERT ORDER  -  FIRST     CLASS II
 CK4315  ELLP ORDER  -  FOURTH    CLASS II
 CK4315
 CK4315.The horizontal coordinates were established by GPS observations
 CK4315.and adjusted by the National Geodetic Survey in January 2003..
 CK4315
 CK4315.The orthometric height was determined by differential leveling
 CK4315.and adjusted by the National Geodetic Survey in September 1998..
 CK4315
 CK4315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4315
 CK4315.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4315
 CK4315.The ellipsoidal height was determined by GPS observations
 CK4315.and is referenced to NAD 83.
 CK4315
 CK4315.The geoid height was determined by GEOID03.
 CK4315
 CK4315.The dynamic height is computed by dividing the NAVD 88
 CK4315.geopotential number by the normal gravity value computed on the
 CK4315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK4315.degrees latitude (g = 980.6199 gals.).
 CK4315
 CK4315.The modeled gravity was interpolated from observed gravity values.
 CK4315
 CK4315;                    North         East     Units Scale Factor Converg.
 CK4315;SPC SC       -    84,255.162   632,992.459   MT  0.99996861   +0 08 17.3
 CK4315;SPC SC       -   276,427.70  2,076,746.91   iFT  0.99996861   +0 08 17.3
 CK4315;UTM  17      - 3,606,172.707   523,383.890   MT  0.99960674   +0 08 03.2
 CK4315
 CK4315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4315!SPC SC       -   1.00000413  x   0.99996861  =   0.99997274
 CK4315!UTM  17      -   1.00000413  x   0.99960674  =   0.99961087
 CK4315
 CK4315                          SUPERSEDED SURVEY CONTROL
 CK4315
 CK4315  NAD 83(1986)-  32 35 34.06266(N)    080 45 02.95302(W) AD(       ) 1
 CK4315  NAD 83(1995)-  32 35 34.05167(N)    080 45 02.94563(W) AD(       ) B
 CK4315  ELLIP H (09/11/96)  -26.26   (m)                       GP(       ) 4 1
 CK4315  NAD 83(1986)-  32 35 34.06374(N)    080 45 02.95106(W) AD(       ) 1
 CK4315  NAD 27      -  32 35 33.40276(N)    080 45 03.56267(W) AD(       ) 1
 CK4315  NAVD 88 (09/11/96)    5.43   (m)           17.8    (f) LEVELING    3  
 CK4315  NGVD 29 (10/12/88)    5.5    (m)           18.     (f) GPS OBS        
 CK4315
 CK4315.Superseded values are not recommended for survey control.
 CK4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4315.See file dsdata.txt to determine how the superseded data were derived.
 CK4315
 CK4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS2338406173(NAD 83)
 CK4315_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4315_STAMPING: 7 202 1985
 CK4315_MARK LOGO: NGS   
 CK4315_PROJECTION: RECESSED 3 CENTIMETERS
 CK4315_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4315+STABILITY: SURFACE MOTION
 CK4315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4315+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 CK4315
 CK4315  HISTORY     - Date     Condition        Report By
 CK4315  HISTORY     - 1985     MONUMENTED       NGS
 CK4315  HISTORY     - 19870218 GOOD
 CK4315  HISTORY     - 19950201 GOOD             SCGS
 CK4315  HISTORY     - 19950920 GOOD             SCGS
 CK4315  HISTORY     - 19960608 GOOD             USPSQD
 CK4315  HISTORY     - 19980317 GOOD             SCGS
 CK4315  HISTORY     - 20030415 GOOD             SCGS
 CK4315  HISTORY     - 20050705 GOOD             SCGS
 CK4315
 CK4315                          STATION DESCRIPTION
 CK4315
 CK4315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4315'THE STATION IS LOCATED 4 KM (2.5 MILES) EAST-SOUTHEAST OF SHELDON,
 CK4315'1.1 KM (0.7 MI) SOUTHEAST OF THE JUNCTION OF US HIGHWAYS 17 AND 21
 CK4315'AT GARDENS CORNER, IN THE MEDIAN OF HIGHWAY 21. OWNERSHIP--SC DEPT OF
 CK4315'HIGHWAYS.
 CK4315'
 CK4315'TO REACH FROM THE JUNCTION OF US HIGHWAYS 17 AND 21 (SOUTH ONE OF
 CK4315'TWO SIMILAR JUNCTIONS), GO SOUTHEAST ON  HIGHWAY 21 FOR 0.18 KM (0.1
 CK4315'MI) TO A VEE ON THE LEFT, FORMED BY PAVED ROAD LEADING TO HIGHWAY
 CK4315'17 NORTH.  CONTINUE AHEAD FOR 1.1 KM (0.7 MI) TO THE THIRD MEDIAN
 CK4315'CROSSOVER AND THE STATION ON THE LEFT.
 CK4315'
 CK4315'STATION MARKS ARE STANDARD NGS DISKS STAMPED---7 202 1985---.  THE
 CK4315'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST 5 CM BELOW
 CK4315'GROUND.  IT IS 13.5 METERS NORTHWEST OF THE CENTER OF THE PAVED
 CK4315'CROSSOVER, 9.1 METERS SOUTHWEST OF THE CENTER OF THE NORTHBOUND
 CK4315'LANES, 12.9 METERS NORTHEAST OF THE CENTER  OF THE SOUTHBOUND
 CK4315'LANES, AND 9.5 METERS SOUTHEAST OF THE EXTENDED NORTH WALL OF A
 CK4315'GREEN CINDERBLOCK HOUSE ON THE NORTHEAST SIDE OF THE HIGHWAY.  THE
 CK4315'SUBSURFACE MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CK4315'1.2 METERS BELOW GROUND.
 CK4315'
 CK4315'THIS STATION IS INTERVISIBLE WITH STATION 7 201 AND WAS OCCUPIED BY
 CK4315'GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4315
 CK4315                          STATION RECOVERY (1987)
 CK4315
 CK4315'RECOVERED 1987
 CK4315'RECOVERED IN GOOD CONDITION.
 CK4315
 CK4315                          STATION RECOVERY (1995)
 CK4315
 CK4315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK4315'STATION IS LOCATED 12.0 MILES (19.3 KM) NORTH NORTHWEST OF BEAUFORT,
 CK4315'2.5 MILES (4.0 KM) EAST OF SHELDON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4315'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4315'TO REACH THE STATION FROM THE TRIANGLE JUNCTION OF U.S. HIGHWAYS 17
 CK4315'AND 21 AT GARDENS CORNER, 12.9 MILES (20.8 KM) NORTH NORTHWEST OF
 CK4315'BEAUFORT, GO SOUTHEAST ON HIGHWAY 21 FOR 0.8 MILE (1.3 KM) TO THE
 CK4315'STATION ON THE LEFT IN THE GRASS MEDIAN OF THE HIGHWAY AND AT A
 CK4315'CROSSOVER LANE FOR THE HIGHWAY.  STATION IS A CONCRETE POST RECESSED
 CK4315'0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 30.0 FEET
 CK4315'(9.1 M) SOUTHWEST OF THE CENTER OF THE NORTHWEST BOUND LANES OF THE
 CK4315'HIGHWAY, 32.0 FEET (9.8 M) NORTHEAST OF THE CENTER OF THE SOUTHEAST
 CK4315'BOUND LANES OF THE HIGHWAY, 109.6 FEET (33.4 M) NORTH NORTHEAST OF THE
 CK4315'NORTH CORNER OF A BRICK HOUSE, 164.4 FEET (50.1 M) WEST SOUTHWEST OF A
 CK4315'POWER POLE NUMBER 181/100 WITH A GUY WIRE, 14.8 FEET (4.5 M) NORTH OF
 CK4315'A WITNESS POST.  RECOVERED BY D.D. WOODS.
 CK4315
 CK4315                          STATION RECOVERY (1995)
 CK4315
 CK4315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK4315'RECOVERED AS DESCRIBED.
 CK4315
 CK4315                          STATION RECOVERY (1996)
 CK4315
 CK4315'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK4315'RECOVERED IN GOOD CONDITION.
 CK4315
 CK4315                          STATION RECOVERY (1998)
 CK4315
 CK4315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4315'RECOVERED AS DESCRIBED.
 CK4315
 CK4315                          STATION RECOVERY (2003)
 CK4315
 CK4315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4315'STATION IS LOCATED 12.45 MILES SOUTHWEST OF GREEN POND, 12.1 MILES
 CK4315'NORTH NORTHWEST OF  BEAUFORT. OWNERSHIP--SCDOT, DIRECTOR OF
 CK4315'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 CK4315'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CK4315'21 AND 17 IN GARDENS CORNER, 8.1  MILES SOUTHEAST OF YEMASSEE, GO
 CK4315'SOUTHEAST ON HIGHWAY 21 FOR 0.8 MILE TO THE STATION ON  THE LEFT IN A
 CK4315'GRASSY MEDIAN BETWEEN THE LANES OF THE HIGHWAY AND NEAR A PAVED
 CK4315'CROSSOVER LANE.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND
 CK4315'LEVEL WITH THE HIGHWAY, 29.6 FEET  WEST SOUTHWEST OF THE CENTER OF THE
 CK4315'NORTHWEST BOUND LANES OF THE HIGHWAY,  42.4 FEET EAST NORTHEAST OF THE
 CK4315'CENTER OF THE SOUTHEAST BOUND LANES OF THE  HIGHWAY, 46.0 FEET NORTH
 CK4315'NORTHWEST OF THE CENTER OF THE CROSSOVER LANE, 14.8  FEET NORTH OF A
 CK4315'WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION 7
 CK4315'201 RECOVERED BY T. HALL.
 CK4315
 CK4315                          STATION RECOVERY (2005)
 CK4315
 CK4315'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4315'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4316 ***********************************************************************
 CK4316  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4316  DESIGNATION -  7 203
 CK4316  PID         -  CK4316
 CK4316  STATE/COUNTY-  SC/BEAUFORT
 CK4316  USGS QUAD   -  DALE (1988)
 CK4316
 CK4316                         *CURRENT SURVEY CONTROL
 CK4316  ___________________________________________________________________
 CK4316* NAD 83(2001)-  32 31 33.14425(N)    080 44 56.46673(W)     ADJUSTED  
 CK4316* NAVD 88     -         6.80   (meters)      22.3    (feet)  GPS OBS   
 CK4316  ___________________________________________________________________
 CK4316  X           -     865,353.539 (meters)                     COMP
 CK4316  Y           -  -5,312,896.354 (meters)                     COMP
 CK4316  Z           -   3,409,729.335 (meters)                     COMP
 CK4316  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CK4316  ELLIP HEIGHT-         -24.90  (meters)          (06/28/04) GPS OBS
 CK4316  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK4316
 CK4316  HORZ ORDER  -  FIRST
 CK4316  ELLP ORDER  -  FOURTH    CLASS I
 CK4316
 CK4316.The horizontal coordinates were established by GPS observations
 CK4316.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4316
 CK4316.The orthometric height was determined by GPS observations and a
 CK4316.high-resolution geoid model using precise GPS observation and
 CK4316.processing techniques.
 CK4316
 CK4316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4316
 CK4316.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4316
 CK4316.The ellipsoidal height was determined by GPS observations
 CK4316.and is referenced to NAD 83.
 CK4316
 CK4316.The geoid height was determined by GEOID03.
 CK4316
 CK4316;                    North         East     Units Scale Factor Converg.
 CK4316;SPC SC       -    76,834.676   633,179.434   MT  0.99999099   +0 08 20.9
 CK4316;SPC SC       -   252,082.27  2,077,360.35   iFT  0.99999099   +0 08 20.9
 CK4316;UTM  17      - 3,598,754.976   523,570.270   MT  0.99960685   +0 08 05.8
 CK4316
 CK4316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4316!SPC SC       -   1.00000391  x   0.99999099  =   0.99999490
 CK4316!UTM  17      -   1.00000391  x   0.99960685  =   0.99961076
 CK4316
 CK4316                          SUPERSEDED SURVEY CONTROL
 CK4316
 CK4316  NAD 83(1986)-  32 31 33.15488(N)    080 44 56.47383(W) AD(       ) 1
 CK4316  NAD 83(2001)-  32 31 33.14367(N)    080 44 56.46694(W) AD(       ) 1
 CK4316  NAD 83(1995)-  32 31 33.14385(N)    080 44 56.46704(W) AD(       ) 1
 CK4316  ELLIP H (12/20/99)  -24.87   (m)                       GP(       ) 4 1
 CK4316  NAD 83(1986)-  32 31 33.15356(N)    080 44 56.47055(W) AD(       ) 1
 CK4316  NAD 27      -  32 31 32.47964(N)    080 44 57.08592(W) AD(       ) 1
 CK4316  NGVD 29 (10/12/88)    7.1    (m)           23.     (f) GPS OBS        
 CK4316
 CK4316.Superseded values are not recommended for survey control.
 CK4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4316.See file dsdata.txt to determine how the superseded data were derived.
 CK4316
 CK4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2357098755(NAD 83)
 CK4316_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4316_STAMPING: 7 203 1985
 CK4316_MARK LOGO: NGS   
 CK4316_PROJECTION: RECESSED 3 CENTIMETERS
 CK4316_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4316+STABILITY: SURFACE MOTION
 CK4316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4316+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 CK4316
 CK4316  HISTORY     - Date     Condition        Report By
 CK4316  HISTORY     - 1985     MONUMENTED       NGS
 CK4316  HISTORY     - 19870217 GOOD
 CK4316  HISTORY     - 19960612 MARK NOT FOUND   USPSQD
 CK4316  HISTORY     - 20030416 GOOD             SCGS
 CK4316
 CK4316                          STATION DESCRIPTION
 CK4316
 CK4316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4316'THE STATION IS LOCATED 13 KM (8.0 MI) NORTH-NORTHWEST OF BEAUFORT,
 CK4316'8.0 KM (5.0 MI) SOUTH OF GARDENS CORNER, 1.3 KM (0.5 MI) SOUTH OF
 CK4316'THE HIGHWAY 21 BRIDGE OVER WHALE BRANCH, IN THE MEDIAN OF U.S.
 CK4316'HIGHWAY 21.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4316'
 CK4316'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 21 AND STATE HIGHWAY 116
 CK4316'AT THE ENTRANCE ROAD TO THE MARINE CORPS AIR STATION (6.5 KM (4.0
 CK4316'MI) NORTHWEST OF BEAUFORT), GO NORTH ON HIGHWAY 21 FOR 4.04 KM (2.5
 CK4316'MI) TO A CROSSROAD AT GRAYS HILL.  CONTINUE AHEAD FOR 3.96 KM (2.45
 CK4316'MI) TO A TEXACO GAS STATION AND STORE ON THE RIGHT, A MEDIAN
 CK4316'CROSSOVER AND THE STATION ON THE LEFT.
 CK4316'
 CK4316'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 203
 CK4316'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4316'POST 5 CM BELOW GROUND.  IT IS 15.5 METERS SOUTH-SOUTHWEST OF THE
 CK4316'CENTER OF THE CROSSOVER, 6.8 METERS WEST-NORTHWEST OF THE CENTER OF
 CK4316'THE NORTHBOUND LANES, 11.7 METERS EAST-SOUTHEAST OF THE CENTER OF
 CK4316'THE SOUTHBOUND LANES, AND 3.8 METERS SOUTH OF A PLASTIC HIGHWAY
 CK4316'REFLECTOR POST.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN
 CK4316'IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW GROUND.
 CK4316'
 CK4316'THIS STATION IS INTERVISIBLE WITH STATION TIDAL 7411 G NOS.
 CK4316'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R.HEID, TYPED BY SCGS.
 CK4316
 CK4316                          STATION RECOVERY (1987)
 CK4316
 CK4316'RECOVERED 1987
 CK4316'RECOVERED IN GOOD CONDITION.
 CK4316
 CK4316                          STATION RECOVERY (1996)
 CK4316
 CK4316'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK4316'MARK NOT FOUND.
 CK4316
 CK4316                          STATION RECOVERY (2003)
 CK4316
 CK4316'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4316'STATION IS LOCATED 8.0 MILES NORTHWEST OF BEAUFORT. OWNERSHIP--SCDOT,
 CK4316'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4316'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CK4316'21 (TRASK PARKWAY) AND STATE  HIGHWAY 116 (LAUREL BAY ROAD) AT THE
 CK4316'MAIN ENTRANCE TO THE U.S. MARINE CORPS AIR STATION,  4.15 MILES WEST
 CK4316'NORTHWEST OF BEAUFORT, GO NORTH NORTHWEST ON HIGHWAY 21 FOR 5.0 MILES
 CK4316'TO THE STATION ON THE LEFT IN A MEDIAN NEAR A PAVED CROSSOVER BETWEEN
 CK4316'THE LANES. STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 0.5 FOOT
 CK4316'BELOW THE HIGHWAY, 22.1  FEET WEST NORTHWEST OF THE CENTER OF THE
 CK4316'NORTHBOUND LANES OF THE HIGHWAY, 38.4  FEET EAST SOUTHEAST OF THE
 CK4316'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 53.5  FEET SOUTH
 CK4316'SOUTHWEST OF THE CENTER OF THE PAVED CROSSOVER LANE, 12.3 FEET SOUTH
 CK4316'OF A PVC HIGHWAY REFLECTOR POST. NOTE-STATION IS INTERVISIBLE WITH
 CK4316'TIDAL BENCH MARK 866 7411 G TIDAL. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4317 ***********************************************************************
 CK4317  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4317  DESIGNATION -  7 204
 CK4317  PID         -  CK4317
 CK4317  STATE/COUNTY-  SC/BEAUFORT
 CK4317  USGS QUAD   -  BEAUFORT (1998)
 CK4317
 CK4317                         *CURRENT SURVEY CONTROL
 CK4317  ___________________________________________________________________
 CK4317* NAD 83(2001)-  32 25 14.16836(N)    080 39 45.32235(W)     ADJUSTED  
 CK4317* NAVD 88     -         1.98   (meters)       6.5    (feet)  GPS OBS   
 CK4317  ___________________________________________________________________
 CK4317  X           -     874,383.181 (meters)                     COMP
 CK4317  Y           -  -5,317,765.706 (meters)                     COMP
 CK4317  Z           -   3,399,878.058 (meters)                     COMP
 CK4317  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CK4317  ELLIP HEIGHT-         -29.74  (meters)          (06/28/04) GPS OBS
 CK4317  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK4317
 CK4317  HORZ ORDER  -  FIRST
 CK4317  ELLP ORDER  -  FOURTH    CLASS I
 CK4317
 CK4317.The horizontal coordinates were established by GPS observations
 CK4317.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4317
 CK4317.The orthometric height was determined by GPS observations and a
 CK4317.high-resolution geoid model using precise GPS observation and
 CK4317.processing techniques.
 CK4317
 CK4317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4317
 CK4317.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4317
 CK4317.The ellipsoidal height was determined by GPS observations
 CK4317.and is referenced to NAD 83.
 CK4317
 CK4317.The geoid height was determined by GEOID03.
 CK4317
 CK4317;                    North         East     Units Scale Factor Converg.
 CK4317;SPC SC       -    65,183.691   641,337.432   MT  1.00002891   +0 11 13.4
 CK4317;SPC SC       -   213,857.25  2,104,125.43   iFT  1.00002891   +0 11 13.4
 CK4317;UTM  17      - 3,587,107.918   531,723.955   MT  0.99961241   +0 10 51.2
 CK4317
 CK4317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4317!SPC SC       -   1.00000467  x   1.00002891  =   1.00003358
 CK4317!UTM  17      -   1.00000467  x   0.99961241  =   0.99961708
 CK4317
 CK4317                          SUPERSEDED SURVEY CONTROL
 CK4317
 CK4317  NAD 83(1986)-  32 25 14.17923(N)    080 39 45.32978(W) AD(       ) 1
 CK4317  NAD 83(2001)-  32 25 14.16833(N)    080 39 45.32394(W) AD(       ) 1
 CK4317  NAD 83(1995)-  32 25 14.16806(N)    080 39 45.32263(W) AD(       ) 1
 CK4317  ELLIP H (12/20/99)  -29.70   (m)                       GP(       ) 4 1
 CK4317  NAD 83(1986)-  32 25 14.17948(N)    080 39 45.33377(W) AD(       ) 1
 CK4317  NAD 27      -  32 25 13.48763(N)    080 39 45.94701(W) AD(       ) 1
 CK4317  NGVD 29 (10/12/88)    2.3    (m)            8.     (f) GPS OBS        
 CK4317
 CK4317.Superseded values are not recommended for survey control.
 CK4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4317.See file dsdata.txt to determine how the superseded data were derived.
 CK4317
 CK4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3172487108(NAD 83)
 CK4317_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4317_SP_SET: CONCRETE POST
 CK4317_STAMPING: 7 204 1985
 CK4317_MARK LOGO: NGS   
 CK4317_PROJECTION: RECESSED 3 CENTIMETERS
 CK4317_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4317+STABILITY: SURFACE MOTION
 CK4317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4317+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CK4317
 CK4317  HISTORY     - Date     Condition        Report By
 CK4317  HISTORY     - 1985     MONUMENTED       NGS
 CK4317  HISTORY     - 1985     GOOD             NGS
 CK4317  HISTORY     - 19870206 GOOD
 CK4317  HISTORY     - 19920526 GOOD             SCGS
 CK4317  HISTORY     - 19980620 GOOD             USPSQD
 CK4317  HISTORY     - 20030428 GOOD             SCGS
 CK4317  HISTORY     - 20040930 GOOD             USPSQD
 CK4317  HISTORY     - 20051029 GOOD             USPSQD
 CK4317
 CK4317                          STATION DESCRIPTION
 CK4317
 CK4317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4317'THE STATION IS LOCATED 1.3 KM (0.8 MI) SOUTHEAST OF BEAUFORT, 0.8
 CK4317'KM (0.5 MI) EAST-SOUTHEAST OF THE SOUTHEAST END OF THE HIGHWAY 21
 CK4317'BRIDGE OVER THE BEAUFORT RIVER, AT A COUNTY BOAT LANDING ON THE
 CK4317'SOUTH SHORE OF THE RIVER.  OWNERSHIP--BEAUFORT COUNTY.
 CK4317'
 CK4317'TO REACH FROM THE SOUTHEAST END OF THE U.S. HIGHWAY 21 BRIDGE, GO
 CK4317'EASTERLY ON HIGHWAY 21 FOR 0.70 KM (0.45 MI) TO THE BOAT LANDING
 CK4317'ENTRANCE ON THE LEFT.  TURN LEFT, NORTHWEST, FOR 50 METERS TO THE
 CK4317'MARK ON THE NORTHWEST SIDE OF THE CONCRETE RAMP.
 CK4317'
 CK4317'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 204
 CK4317'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4317'POST FLUSH WITH THE GROUND.  IT IS 17.0 METERS NORTHWEST OF THE
 CK4317'RAMP CENTER, 3.4 METERS WEST-NORTHWEST OF UTILITY POLE 188871, 11.7
 CK4317'METERS EAST-SOUTHEAST OF UTILITY POLE 0305519 (AND ON LINE BETWEEN
 CK4317'THESE POLES), 3.6 METERS NORTHEAST OF THE NORTHEAST EDGE OF THE
 CK4317'PARKING AREA PAVEMENT, AND 5.0 METERS SOUTHWEST OF THE HIGH WATER
 CK4317'LINE.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 CK4317'OF CONCRETE 1.2 METERS BELOW GROUND.
 CK4317'
 CK4317'THIS STATION IS INTERVISIBLE WITH KEMPER AZ MK 1985.  STATION WAS
 CK4317'OCCUPIED BY GPS.  DESCRIBED BY G.R.HEID, TYPED BY SCGS.
 CK4317
 CK4317                          STATION RECOVERY (1985)
 CK4317
 CK4317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4317'RECOVERED IN GOOD CONDITION.
 CK4317
 CK4317                          STATION RECOVERY (1987)
 CK4317
 CK4317'RECOVERED 1987
 CK4317'RECOVERED IN GOOD CONDITION.
 CK4317
 CK4317                          STATION RECOVERY (1992)
 CK4317
 CK4317'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4317'STATION IS LOCATED 1.3 MILES (2.1 KM) SOUTHEAST OF BEAUFORT.
 CK4317'OWNERSHIP--BEAUFORT COUNTY.
 CK4317'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (SEA ISLAND
 CK4317'PARKWAY) AND STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 2.0 MILES
 CK4317'(3.2 KM) SOUTHEAST OF BEAUFORT, GO WEST NORTHWEST ON HIGHWAY 21 FOR
 CK4317'0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 186 (SUNSET
 CK4317'BOULEVARD), CONTINUE ON HIGHWAY 21 FOR 0.4 MILE (0.6 KM) TO THE
 CK4317'ENTRANCE TO A BEAUFORT COUNTY BOAT RAMP, TURN RIGHT ON THE ENTRANCE
 CK4317'DRIVE FOR 0.05 MILE (0.08 KM) TO A CONCRETE BOAT RAMP AND THE STATION
 CK4317'ON THE LEFT NEAR A POWER POLE WITH SECURITY LIGHT.
 CK4317'STATION IS A CONCRETE POST RECESSED 0.1-FOOT AND 0.5 FOOT (15.2 CM)
 CK4317'BELOW THE PARKING LOT, 179.4 FEET (54.7 M) NORTHEAST OF THE CENTER OF
 CK4317'THE HIGHWAY, 26.3 FEET (8.0 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 CK4317'RAMP, 11.1 FEET (3.4 M) WEST NORTHWEST OF A POWER POLE NUMBER 188871
 CK4317'WITH SECURITY LIGHT, 38.2 FEET (11.6 M) EAST SOUTHEAST OF A POWER
 CK4317'POLE NUMBER 305519 WITH GUY WIRE.
 CK4317'RECOVERED BY C.E. GEOGHEGAN.
 CK4317
 CK4317                          STATION RECOVERY (1998)
 CK4317
 CK4317'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4317'RECOVERED IN GOOD CONDITION.
 CK4317
 CK4317                          STATION RECOVERY (2003)
 CK4317
 CK4317'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4317'STATION IS LOCATED 0.85 MILE SOUTH SOUTHEAST OF BEAUFORT.
 CK4317'OWNERSHIP--BEAUFORT COUNTY  PUBLIC WORKS, 120 SHANKLIN ROAD, BEAUFORT,
 CK4317'SC 29906, PHONE 843-846-3910 EXTENSION 1. TO REACH THE STATION FROM
 CK4317'THE JUNCTION OF U.S. HIGHWAY 21 (SEA ISLAND PARKWAY)  AND STATE
 CK4317'HIGHWAY 802 (LADYS ISLAND DRIVE), 1.65 MILES SOUTHEAST OF BEAUFORT, GO
 CK4317'WEST NORTHWEST ON HIGHWAY 21 FOR 0.85 MILE TO THE JUNCTION OF STATE
 CK4317'ROAD 36  (MERIDIAN ROAD) LEFT AND THE PAVED ENTRANCE RIGHT TO THE
 CK4317'LADYS ISLAND BOAT  LANDING, TURN RIGHT ON THE BOAT LANDING ENTRANCE
 CK4317'DRIVE FOR 0.05 MILE TO THE  STATION ON THE LEFT NEAR A SECURITY LIGHT
 CK4317'POLE IN THE NORTHWEST ANGLE OF THE  CONCRETE BOAT RAMP. STATION IS A
 CK4317'CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE PARKING AREA, 11.1
 CK4317'FEET WEST NORTHWEST OF A SECURITY LIGHT POLE NUMBER 188871, 26.4 FEET
 CK4317'NORTHWEST OF  THE NORTHWEST EDGE OF THE CONCRETE BOAT RAMP, 5.8 FEET
 CK4317'WEST OF A METAL SIGN POST  FOR AN ARTIFACT LICENSE NOTICE, 22.9 FEET
 CK4317'EAST SOUTHEAST OF THE EAST ONE OF TWO  WOODEN POSTS FOR A BOAT LANDING
 CK4317'SIGN, 38.4 FEET EAST OF A POWER LINE STUB POLE  NUMBER 0305519 WITH
 CK4317'GUY WIRE. NOTE-STATION IS INTERVISIBLE WITH AZIMUTH MARK KEMPER AZ MK.
 CK4317'RECOVERED BY T. HALL.
 CK4317
 CK4317                          STATION RECOVERY (2004)
 CK4317
 CK4317'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK4317'RECOVERED IN GOOD CONDITION.
 CK4317
 CK4317                          STATION RECOVERY (2005)
 CK4317
 CK4317'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK4317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4318 ***********************************************************************
 CK4318  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4318  DESIGNATION -  7 205
 CK4318  PID         -  CK4318
 CK4318  STATE/COUNTY-  SC/BEAUFORT
 CK4318  USGS QUAD   -  PARRIS ISLAND (1979)
 CK4318
 CK4318                         *CURRENT SURVEY CONTROL
 CK4318  ___________________________________________________________________
 CK4318* NAD 83(2001)-  32 20 02.66248(N)    080 40 19.78042(W)     ADJUSTED  
 CK4318* NAVD 88     -         3.05   (meters)      10.0    (feet)  GPS OBS   
 CK4318  ___________________________________________________________________
 CK4318  X           -     874,327.772 (meters)                     COMP
 CK4318  Y           -  -5,322,982.931 (meters)                     COMP
 CK4318  Z           -   3,391,774.824 (meters)                     COMP
 CK4318  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CK4318  ELLIP HEIGHT-         -28.72  (meters)          (06/28/04) GPS OBS
 CK4318  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK4318
 CK4318  HORZ ORDER  -  FIRST
 CK4318  ELLP ORDER  -  FOURTH    CLASS I
 CK4318
 CK4318.The horizontal coordinates were established by GPS observations
 CK4318.and adjusted by the National Geodetic Survey in March 2004..
 CK4318
 CK4318.The orthometric height was determined by GPS observations and a
 CK4318.high-resolution geoid model using precise GPS observation and
 CK4318.processing techniques.
 CK4318
 CK4318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4318
 CK4318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4318
 CK4318.The ellipsoidal height was determined by GPS observations
 CK4318.and is referenced to NAD 83.
 CK4318
 CK4318.The geoid height was determined by GEOID03.
 CK4318
 CK4318;                    North         East     Units Scale Factor Converg.
 CK4318;SPC SC       -    55,584.861   640,467.545   MT  1.00006255   +0 10 54.3
 CK4318;SPC SC       -   182,365.03  2,101,271.47   iFT  1.00006255   +0 10 54.3
 CK4318;UTM  17      - 3,577,513.344   530,853.393   MT  0.99961174   +0 10 31.3
 CK4318
 CK4318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4318!SPC SC       -   1.00000451  x   1.00006255  =   1.00006706
 CK4318!UTM  17      -   1.00000451  x   0.99961174  =   0.99961625
 CK4318
 CK4318                          SUPERSEDED SURVEY CONTROL
 CK4318
 CK4318  NAD 83(1986)-  32 20 02.67368(N)    080 40 19.78939(W) AD(       ) 1
 CK4318  NAD 83(1995)-  32 20 02.66234(N)    080 40 19.78058(W) AD(       ) 1
 CK4318  ELLIP H (12/20/99)  -28.69   (m)                       GP(       ) 4 1
 CK4318  NAD 83(1986)-  32 20 02.67339(N)    080 40 19.79009(W) AD(       ) 1
 CK4318  NAD 27      -  32 20 01.96518(N)    080 40 20.40077(W) AD(       ) 1
 CK4318  NGVD 29 (10/12/88)    3.4    (m)           11.     (f) GPS OBS        
 CK4318
 CK4318.Superseded values are not recommended for survey control.
 CK4318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4318.See file dsdata.txt to determine how the superseded data were derived.
 CK4318
 CK4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3085377513(NAD 83)
 CK4318_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4318_STAMPING: 7 205 1985
 CK4318_MARK LOGO: NGS   
 CK4318_PROJECTION: FLUSH
 CK4318_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4318+STABILITY: SURFACE MOTION
 CK4318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4318+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 CK4318
 CK4318  HISTORY     - Date     Condition        Report By
 CK4318  HISTORY     - 1985     MONUMENTED       NGS
 CK4318  HISTORY     - 19870202 GOOD
 CK4318  HISTORY     - 19950202 GOOD             USPSQD
 CK4318  HISTORY     - 20030908 GOOD             SCGS
 CK4318
 CK4318                          STATION DESCRIPTION
 CK4318
 CK4318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4318'THE STATION IS LOCATED ON THE PARRIS ISLAND MARINE BASE, 6.1 KM
 CK4318'(3.8 MI) SOUTHEAST OF THE MAIN GATE, 2.0 KM (1.2 MI)
 CK4318'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE PARADE GROUND, AT
 CK4318'THE SOUTH END OF THE CUBA STREET BRIDGE OVER BALLAST CREEK.
 CK4318'OWNERSHIP--US GOVERNMENT, C/O ENGINEERING DIRECTOR, PUBLIC WORKS,
 CK4318'PARRIS ISLAND MARINE BASE, SC. PHONE 803-525-2287.
 CK4318'
 CK4318'TO REACH FROM THE MAIN GATE AT THE JUNCTION OF STATE HIGHWAYS 281
 CK4318'AND 802, GO SOUTH ONTO THE BASE FOR 3.72 KM (2.3 MI) TO THE PUBLIC
 CK4318'WORKS BUILDING ON THE RIGHT.  CONTINUE AHEAD FOR 0.22 KM (0.15 MI)
 CK4318'TO A FORK.  BEAR RIGHT, SOUTHEAST, ON WAKE BOULEVARD FOR 1.47 KM
 CK4318'(0.9 MI) TO A FORK.  BEAR LEFT, SOUTH, ON PAGE FIELD ROAD FOR 1.45
 CK4318'KM (0.9 MI) TO A FORK AND A ROAD RIGHT.  BEAR LEFT, EAST, ON PAVED
 CK4318'ROAD FOR 0.77 KM (0.5 MI) TO A FORK.  BEAR LEFT, MAIN ROAD,
 CK4318'NORTHEAST, FOR 0.74 KM (0.5 MI) TO A REVERSE FORK RIGHT.  CONTINUE
 CK4318'AHEAD, NORTHEAST, FOR 0.8 KM (0.5 MI) TO A BRIDGE AND THE STATION
 CK4318'ON THE RIGHT.
 CK4318'
 CK4318'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 205
 CK4318'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4318'POST 2 CM BELOW GROUND.  IT IS 4.9 METERS SOUTH-SOUTHWEST OF THE
 CK4318'SOUTHEAST END OF THE BRIDGE, IN LINE WITH THE RAILING, 4.2 METERS
 CK4318'EAST-SOUTHEAST OF THE ROAD CENTER, 10.9 METERS EAST-SOUTHEAST OF
 CK4318'UTILITY POLE 816, AND 13.4 METERS WEST-NORTHWEST OF UTILITY POLE
 CK4318'815.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CK4318'CONCRETE 1.2 METERS BELOW GROUND.
 CK4318'
 CK4318'THIS STATION IS INTERVISIBLE WITH STATION 7 206.  STATION WAS
 CK4318'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4318
 CK4318                          STATION RECOVERY (1987)
 CK4318
 CK4318'RECOVERED 1987
 CK4318'RECOVERED IN GOOD CONDITION.
 CK4318
 CK4318                          STATION RECOVERY (1995)
 CK4318
 CK4318'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK4318'RECOVERED IN GOOD CONDITION.
 CK4318
 CK4318                          STATION RECOVERY (2003)
 CK4318
 CK4318'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4318'STATION IS LOCATED ON PARRIS ISLAND,  3.3 MILES SOUTH SOUTHEAST OF
 CK4318'PORT ROYAL, 6.7 MILES  SOUTH OF BEAUFORT. OWNERSHIP--PARRIS ISLAND
 CK4318'MARINE BASE, PROVOST MARSHALS OFFICE  (PMO), PARRIS ISLAND, SC 29902,
 CK4318'PHONE 843-228-3388, ASK FOR SHAPPEE. TO REACH THE STATION FROM THE
 CK4318'JUNCTION OF STATE HIGHWAYS 280 (SAVANNAH HIGHWAY) AND  802 (PARRIS
 CK4318'ISLAND GATEWAY), 2.65 MILES WEST NORTHWEST OF PORT ROYAL,  GO
 CK4318'SOUTHEAST  ON HIGHWAY 802 FOR 1.05 MILES TO AN EXIT RIGHT (ENTRANCE TO
 CK4318'PARRIS ISLAND MARINE BASE),  BEAR RIGHT ON THE EXIT ROAD FOR 0.2 MILE
 CK4318'TO A GUARD GATE, CONTINUE AHEAD ON THE  ENTRANCE ROAD FOR 1.15 MILES
 CK4318'TO A TRAFFIC CIRCLE, BEAR RIGHT ON THE TRAFFIC CIRCLE FOR  0.1 MILE TO
 CK4318'THE FIRST PAVED ROAD RIGHT (TRUCK ROUTE, HOUSING, WFT BN, GOLF
 CK4318'COURSE),  BEAR RIGHT ON THE PAVED ROAD FOR 1.25 MILES TO A T-JUNCTION,
 CK4318'TURN RIGHT FOR 0.4 MILE TO  A FORK LEFT, BEAR LEFT FOR 0.5 MILE TO THE
 CK4318'JUNCTION OF ST. MIHIEL ROAD (ELLIOTTS BEACH)  RIGHT AND A PAVED FORK
 CK4318'LEFT, BEAR LEFT ON THE PAVED ROAD FOR 2.0 MILES TO THE STATION ON  THE
 CK4318'RIGHT SET IN A GRASSY SHOULDER NEAR THE SOUTH CORNER OF A SMALL
 CK4318'CONCRETE BRIDGE  OVER A BALLAST CREEK. STATION IS A CONCRETE POST
 CK4318'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 16.0 FEET  SOUTH
 CK4318'SOUTHWEST OF THE SOUTHEAST END OF THE BRIDGE AND IN LINE WITH THE
 CK4318'RAILINGS,  15.6 FEET EAST SOUTHEAST OF THE CENTER OF THE ROAD, 40.8
 CK4318'FEET WEST NORTHWEST OF A  POWER POLE NUMBER 815, 4.4 FEET WEST
 CK4318'NORTHWEST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH
 CK4318'HORIZONTAL STATION 7 206. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4319 ***********************************************************************
 CK4319  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4319  DESIGNATION -  7 206
 CK4319  PID         -  CK4319
 CK4319  STATE/COUNTY-  SC/BEAUFORT
 CK4319  USGS QUAD   -  PARRIS ISLAND (1979)
 CK4319
 CK4319                         *CURRENT SURVEY CONTROL
 CK4319  ___________________________________________________________________
 CK4319* NAD 83(2001)-  32 19 47.97562(N)    080 40 38.12653(W)     ADJUSTED  
 CK4319* NAVD 88     -         2.20   (meters)       7.2    (feet)  GPS OBS   
 CK4319  ___________________________________________________________________
 CK4319  X           -     873,893.398 (meters)                     COMP
 CK4319  Y           -  -5,323,298.729 (meters)                     COMP
 CK4319  Z           -   3,391,392.104 (meters)                     COMP
 CK4319  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CK4319  ELLIP HEIGHT-         -29.57  (meters)          (06/28/04) GPS OBS
 CK4319  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK4319
 CK4319  HORZ ORDER  -  FIRST
 CK4319  ELLP ORDER  -  FOURTH    CLASS I
 CK4319
 CK4319.The horizontal coordinates were established by GPS observations
 CK4319.and adjusted by the National Geodetic Survey in March 2004..
 CK4319
 CK4319.The orthometric height was determined by GPS observations and a
 CK4319.high-resolution geoid model using precise GPS observation and
 CK4319.processing techniques.
 CK4319
 CK4319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4319
 CK4319.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4319
 CK4319.The ellipsoidal height was determined by GPS observations
 CK4319.and is referenced to NAD 83.
 CK4319
 CK4319.The geoid height was determined by GEOID03.
 CK4319
 CK4319;                    North         East     Units Scale Factor Converg.
 CK4319;SPC SC       -    55,130.917   639,989.134   MT  1.00006420   +0 10 44.1
 CK4319;SPC SC       -   180,875.71  2,099,701.88   iFT  1.00006420   +0 10 44.1
 CK4319;UTM  17      - 3,577,059.659   530,375.147   MT  0.99961138   +0 10 21.4
 CK4319
 CK4319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4319!SPC SC       -   1.00000464  x   1.00006420  =   1.00006884
 CK4319!UTM  17      -   1.00000464  x   0.99961138  =   0.99961602
 CK4319
 CK4319                          SUPERSEDED SURVEY CONTROL
 CK4319
 CK4319  NAD 83(1986)-  32 19 47.98692(N)    080 40 38.13523(W) AD(       ) 1
 CK4319  NAD 83(1995)-  32 19 47.97544(N)    080 40 38.12662(W) AD(       ) 1
 CK4319  ELLIP H (12/20/99)  -29.53   (m)                       GP(       ) 4 1
 CK4319  NAD 83(1986)-  32 19 47.98719(N)    080 40 38.13649(W) AD(       ) 1
 CK4319  NAD 27      -  32 19 47.28001(N)    080 40 38.74658(W) AD(       ) 1
 CK4319  NGVD 29 (10/12/88)    2.5    (m)            8.     (f) GPS OBS        
 CK4319
 CK4319.Superseded values are not recommended for survey control.
 CK4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4319.See file dsdata.txt to determine how the superseded data were derived.
 CK4319
 CK4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3037577060(NAD 83)
 CK4319_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4319_STAMPING: 7 206 1985
 CK4319_MARK LOGO: NGS   
 CK4319_PROJECTION: FLUSH
 CK4319_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4319+STABILITY: SURFACE MOTION
 CK4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4319+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 CK4319
 CK4319  HISTORY     - Date     Condition        Report By
 CK4319  HISTORY     - 1985     MONUMENTED       NGS
 CK4319  HISTORY     - 19870202 GOOD
 CK4319  HISTORY     - 19950202 GOOD             USPSQD
 CK4319  HISTORY     - 20030908 GOOD             SCGS
 CK4319
 CK4319                          STATION DESCRIPTION
 CK4319
 CK4319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4319'THE STATION IS LOCATED ON THE PARRIS ISLAND MARINE BASE, 6.3 KM
 CK4319'(3.9 MI) SOUTHEAST OF THE MAIN GATE, 2.2 KM (1.4 MI) SOUTH OF THE
 CK4319'SOUTHEAST CORNER OF THE PARADE GROUND, 0.8 KM (0.5 MI) SOUTHWEST OF
 CK4319'THE BRIDGE OVER BALLAST CREEK, ON A CAUSEWAY ACROSS A TIDAL MARSH.
 CK4319'OWNERSHIP--US GOVERNMENT, C/0 ENGINEERING DIRECTOR PUBLIC WORKS,
 CK4319'PARRIS ISLAND MARINE BASE, SC. PHONE 803-525-2287.
 CK4319'
 CK4319'TO REACH FROM THE MAIN GATE AT THE JUNCTION OF STATE HIGHWAYS 281
 CK4319'AND 802, GO SOUTH ONTO THE BASE FOR 3.72 KM (2.3 MI) TO THE PUBLIC
 CK4319'WORKS BUILDING ON THE RIGHT.  CONTINUE AHEAD FOR 0.22 KM (0.15 MI)
 CK4319'TO A FORK.  BEAR RIGHT, SOUTHEAST, ON WAKE BOULEVARD FOR 1.47 KM
 CK4319'(0.9 MI) TO A FORK.  BEAR LEFT, SOUTH, ON PAGE FIELD ROAD FOR 1.45
 CK4319'KM (0.9 MI) TO A FORK AND A ROAD RIGHT.  BEAR LEFT, EAST, ON PAVED
 CK4319'ROAD FOR 0.77 KM (0.5 MI) TO A FORK.  BEAR LEFT, MAIN ROAD,
 CK4319'NORTHEAST, FOR 0.74 KM (0.5 MI) TO A REVERSE FORK RIGHT.  CONTINUE
 CK4319'AHEAD FOR 0.13 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 CK4319'
 CK4319'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 206
 CK4319'1985---.  THE SURFACE DISK IS IN THE TOP OF A ROUND CONCRETE POST 2
 CK4319'CM BELOW GROUND.  IT IS 4.8 METERS SOUTHEAST OF THE ROAD CENTER,
 CK4319'AND 2.8 METERS NORTHWEST OF UTILITY POLE 804.  THE SUBSURFACE DISK
 CK4319'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW
 CK4319'GROUND.
 CK4319'
 CK4319'STATION 7 205 IS INTERVISIBLE WITH THIS STATION.  STATION WAS
 CK4319'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4319
 CK4319                          STATION RECOVERY (1987)
 CK4319
 CK4319'RECOVERED 1987
 CK4319'RECOVERED IN GOOD CONDITION.
 CK4319
 CK4319                          STATION RECOVERY (1995)
 CK4319
 CK4319'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK4319'RECOVERED IN GOOD CONDITION.
 CK4319
 CK4319                          STATION RECOVERY (2003)
 CK4319
 CK4319'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4319'STATION IS LOCATED ON PARRIS ISLAND,  3.45 MILES SOUTH SOUTHEAST OF
 CK4319'PORT ROYAL, 6.95 MILES  SOUTH OF BEAUFORT. OWNERSHIP--PARRIS ISLAND
 CK4319'MARINE BASE, PROVOST MARSHALS OFFICE  (PMO), PARRIS ISLAND, SC 29902,
 CK4319'PHONE 843-228-3388, AS FOR SHAPPEE. TO REACH THE STATION FROM THE
 CK4319'JUNCTION OF STATE HIGHWAYS 280 (SAVANNAH HIGHWAY) AND  802 (PARRIS
 CK4319'ISLAND GATEWAY), 2.65 MILES WEST NORTHWEST OF PORT ROYAL,  GO
 CK4319'SOUTHEAST  ON HIGHWAY 802 FOR 1.05 MILES TO AN EXIT RIGHT (ENTRANCE TO
 CK4319'PARRIS ISLAND MARINE BASE),  BEAR RIGHT ON THE EXIT ROAD FOR 0.2 MILE
 CK4319'TO A GUARD GATE, CONTINUE AHEAD ON THE  ENTRANCE ROAD FOR 1.15 MILES
 CK4319'TO A TRAFFIC CIRCLE, BEAR RIGHT ON THE TRAFFIC CIRCLE FOR  0.1 MILE TO
 CK4319'THE FIRST PAVED ROAD RIGHT (TRUCK ROUTE, HOUSING, WFT BN, GOLF
 CK4319'COURSE),  BEAR RIGHT ON THE PAVED ROAD FOR 1.25 MILES TO A T-JUNCTION,
 CK4319'TURN RIGHT FOR 0.4 MILE TO  A FORK LEFT, BEAR LEFT FOR 0.5 MILE TO THE
 CK4319'JUNCTION OF ST. MIHIEL ROAD (ELLIOTTS BEACH)  RIGHT AND A PAVED FORK
 CK4319'LEFT, BEAR LEFT ON THE PAVED ROAD FOR 1.05 MILES TO THE STATION  ON
 CK4319'THE RIGHT NEAR A POWER POLE IN A GRASSY SHOULDER. STATION IS A
 CK4319'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 15.8 FEET
 CK4319'SOUTHEAST OF THE CENTER OF THE ROAD, 10.8 FEET NORTHWEST OF THE POWER
 CK4319'POLE  NUMBER 804, 74.3 FEET WEST SOUTHWEST OF A TELEPHONE JUNCTION BOX
 CK4319'PROJECTING 3-FOOT. NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL
 CK4319'STATION 7 205. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4320 ***********************************************************************
 CK4320  DESIGNATION -  7 207
 CK4320  PID         -  CK4320
 CK4320  STATE/COUNTY-  SC/BEAUFORT
 CK4320  USGS QUAD   -  PARRIS ISLAND (1979)
 CK4320
 CK4320                         *CURRENT SURVEY CONTROL
 CK4320  ___________________________________________________________________
 CK4320* NAD 83(2001)-  32 21 47.66305(N)    080 42 49.37578(W)     ADJUSTED  
 CK4320* NAVD 88     -         3.593  (meters)      11.79   (feet)  ADJUSTED  
 CK4320  ___________________________________________________________________
 CK4320  X           -     870,187.818 (meters)                     COMP
 CK4320  Y           -  -5,321,908.206 (meters)                     COMP
 CK4320  Z           -   3,394,507.574 (meters)                     COMP
 CK4320  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CK4320  ELLIP HEIGHT-         -28.12  (meters)          (06/28/04) GPS OBS
 CK4320  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK4320  DYNAMIC HT  -           3.589 (meters)      11.77  (feet)  COMP
 CK4320  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CK4320
 CK4320  HORZ ORDER  -  FIRST
 CK4320  VERT ORDER  -  FIRST     CLASS II
 CK4320  ELLP ORDER  -  FOURTH    CLASS I
 CK4320
 CK4320.The horizontal coordinates were established by GPS observations
 CK4320.and adjusted by the National Geodetic Survey in March 2004..
 CK4320
 CK4320.The orthometric height was determined by differential leveling
 CK4320.and adjusted by the National Geodetic Survey in November 2000..
 CK4320
 CK4320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4320
 CK4320.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4320
 CK4320.The ellipsoidal height was determined by GPS observations
 CK4320.and is referenced to NAD 83.
 CK4320
 CK4320.The geoid height was determined by GEOID03.
 CK4320
 CK4320.The dynamic height is computed by dividing the NAVD 88
 CK4320.geopotential number by the normal gravity value computed on the
 CK4320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK4320.degrees latitude (g = 980.6199 gals.).
 CK4320
 CK4320.The modeled gravity was interpolated from observed gravity values.
 CK4320
 CK4320;                    North         East     Units Scale Factor Converg.
 CK4320;SPC SC       -    58,807.802   636,546.068   MT  1.00005096   +0 09 31.4
 CK4320;SPC SC       -   192,938.98  2,088,405.73   iFT  1.00005096   +0 09 31.4
 CK4320;UTM  17      - 3,580,735.253   526,934.000   MT  0.99960895   +0 09 11.7
 CK4320
 CK4320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4320!SPC SC       -   1.00000442  x   1.00005096  =   1.00005538
 CK4320!UTM  17      -   1.00000442  x   0.99960895  =   0.99961336
 CK4320
 CK4320:                Primary Azimuth Mark                     Grid Az
 CK4320:SPC SC       -  7 208                                    347 08 00.8
 CK4320:UTM  17      -  7 208                                    347 08 20.5
 CK4320
 CK4320|---------------------------------------------------------------------|
 CK4320| PID    Reference Object                     Distance      Geod. Az  |
 CK4320|                                                           dddmmss.s |
 CK4320| CK4321 7 208                               APPROX. 0.5 KM 3471732.2 |
 CK4320|---------------------------------------------------------------------|
 CK4320
 CK4320                          SUPERSEDED SURVEY CONTROL
 CK4320
 CK4320  NAD 83(1986)-  32 21 47.67430(N)    080 42 49.38400(W) AD(       ) 1
 CK4320  NAD 83(1995)-  32 21 47.66293(N)    080 42 49.37614(W) AD(       ) 1
 CK4320  ELLIP H (12/20/99)  -28.08   (m)                       GP(       ) 4 1
 CK4320  NAD 83(1986)-  32 21 47.67383(N)    080 42 49.38527(W) AD(       ) 1
 CK4320  NAD 27      -  32 21 46.97234(N)    080 42 49.99459(W) AD(       ) 1
 CK4320  NAVD 88 (06/28/04)    3.59   (m)           11.8    (f) LEVELING    3  
 CK4320  NGVD 29 (10/12/88)    3.9    (m)           13.     (f) GPS OBS        
 CK4320
 CK4320.Superseded values are not recommended for survey control.
 CK4320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4320.See file dsdata.txt to determine how the superseded data were derived.
 CK4320
 CK4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2693480735(NAD 83)
 CK4320_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4320_STAMPING: 7 207 1985
 CK4320_MARK LOGO: NGS   
 CK4320_PROJECTION: FLUSH
 CK4320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4320+STABILITY: SURFACE MOTION
 CK4320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4320+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 CK4320
 CK4320  HISTORY     - Date     Condition        Report By
 CK4320  HISTORY     - 1985     MONUMENTED       NGS
 CK4320  HISTORY     - 19870202 GOOD
 CK4320  HISTORY     - 19980310 GOOD             SCGS
 CK4320  HISTORY     - 20001120 GOOD             SCGS
 CK4320  HISTORY     - 20030421 GOOD             SCGS
 CK4320
 CK4320                          STATION DESCRIPTION
 CK4320
 CK4320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4320'THE STATION IS LOCATED ON PORT ROYAL ISLAND, ON THE PARRIS ISLAND
 CK4320'MARINE BASE, ON THE ENTRANCE CAUSEWAY, AT THE START OF THE
 CK4320'ELEVATION OF THE ROAD TO THE NORTH SIDE OF THE BRIDGE OVER ARCHERS
 CK4320'CREEK.  OWNERSHIP--US GOVERNMENT, C/O ENGINEERING DIRECTOR PUBLIC
 CK4320'WORKS, PARRIS ISLAND MARINE BASE, SC. PHONE 803-525-2287.
 CK4320'
 CK4320'TO REACH FROM THE MAIN GATE AT THE JUNCTION OF STATE HIGHWAYS 281
 CK4320'AND 802, GO SOUTH ON THE CAUSEWAY FOR 1.32 KM (0.8 MI) TO THE
 CK4320'BEGINNING OF THE GUARDRAIL TO THE BRIDGE AND THE STATION ON THE
 CK4320'RIGHT.
 CK4320'
 CK4320'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 207
 CK4320'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4320'POST FLUSH WITH THE GROUND.  IT IS 13.7 METERS WEST OF THE ROAD
 CK4320'CENTER, 9.1 METERS WEST OF THE MOST NORTHERLY CONCRETE-FILLED PIPE
 CK4320'SUPPORTING THE METAL GUARDRAIL (IN LINE WITH THE OTHER MOST
 CK4320'NORTHERLY POST ACROSS THE ROAD), 9.5 METERS WEST-NORTHWEST OF THE
 CK4320'SECOND GUARDRAIL POST IN LINE, AND 35.6 METERS SOUTH-SOUTHWEST OF A
 CK4320'METAL LIGHT POLE WHERE THE BANK STEEPENS.  THE SUBSURFACE DISK IS
 CK4320'SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.2 METERS BELOW
 CK4320'GROUND.
 CK4320'
 CK4320'THIS STATION IS INTERVISIBLE WITH STATION 7 208.  STATION WAS
 CK4320'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4320
 CK4320                          STATION RECOVERY (1987)
 CK4320
 CK4320'RECOVERED 1987
 CK4320'RECOVERED IN GOOD CONDITION.
 CK4320
 CK4320                          STATION RECOVERY (1998)
 CK4320
 CK4320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4320'STATION IS LOCATED 5.35 MILES (8.61 KM) SOUTHWEST OF BEAUFORT, 1.65
 CK4320'MILES (2.66 KM) SOUTHWEST OF PORT ROYAL.  OWNERSHIP--SCDOT, DIRECTOR
 CK4320'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4320'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CK4320'280 (SAVANNAH HIGHWAY) AND 802 (PARIS ISLAND GATEWAY), 2.65 MILES
 CK4320'(4.26 KM) WEST NORTHWEST OF PORT ROYAL, GO SOUTHEAST ON HIGHWAY 802
 CK4320'FOR 1.05 MILES (1.69 KM) TO AN EXIT RIGHT (ENTRANCE TO PARIS ISLAND
 CK4320'MARINE BASE), BEAR RIGHT ON EXIT ROAD FOR 0.2 MILE (0.3 KM) TO A GUARD
 CK4320'GATE, CONTINUE AHEAD ON ROAD FOR 0.8 MILE (1.3 KM) TO THE STATION ON
 CK4320'THE RIGHT NEAR THE NORTH END OF THE GUARDRAIL FOR A BRIDGE OVER
 CK4320'ARCHERS CREEK.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM)
 CK4320'AND 1.0 FOOT (0.3 M) BELOW THE ROAD, 116.3 FEET (35.4 M) SOUTH OF A
 CK4320'METAL LIGHT POLE, 233.2 FEET (71.1 M) SOUTH OF A POWER LINE STUB POLE
 CK4320'WITH TWO GUY WIRES, 44.6 FEET (13.6 M) WEST SOUTHWEST OF THE CENTER OF
 CK4320'THE ROAD, 29.7 FEET (9.1 M) WEST SOUTHWEST OF THE NORTHERN MOST
 CK4320'CONCRETE FILLED PIPE SUPPORTING THE GUARD RAIL, 29.7 FEET (9.1 M) WEST
 CK4320'SOUTHWEST OF A WITNESS POST. RECOVERED BY C.J. STONE.
 CK4320
 CK4320                          STATION RECOVERY (2000)
 CK4320
 CK4320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK4320'RECOVERED AS DESCRIBED.
 CK4320
 CK4320                          STATION RECOVERY (2003)
 CK4320
 CK4320'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4320'STATION IS LOCATED 1.65 MILES SOUTHWEST OF PORT ROYAL, 5.35 MILES
 CK4320'SOUTHWEST OF  BEAUFORT. OWNERSHIP--PARRIS ISLAND MARINE BASE, PROVOST
 CK4320'MARSHALS OFFICE  (PMO), PARRIS ISLAND, SC 29902, PHONE 843-228-3388,
 CK4320'ASK FOR SHAPPEE. TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK4320'HIGHWAYS 280 (SAVANNAH HIGHWAY) AND  802 (PARRIS ISLAND GATEWAY), 2.65
 CK4320'MILES WEST NORTHWEST OF PORT ROYAL,  GO SOUTHEAST  ON HIGHWAY 802 FOR
 CK4320'1.05 MILES TO AN EXIT RIGHT (ENTRANCE TO PARRIS ISLAND MARINE BASE),
 CK4320'BEAR RIGHT ON THE EXIT ROAD FOR 0.2 MILE TO A GUARD GATE, CONTINUE
 CK4320'AHEAD ON THE  ENTRANCE ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT
 CK4320'NEAR THE NORTH END OF THE  GUARD RAIL FOR A BRIDGE OVER ARCHERS CREEK.
 CK4320'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 CK4320'THE ROAD,  44.5 FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD, 114.9
 CK4320'FEET SOUTH OF THE  SOUTHWEST CORNER OF A CONCRETE BASE OF A METAL
 CK4320'LIGHT POST, 29.5 FEET WEST  SOUTHWEST OF A WITNESS POST. NOTE-STATION
 CK4320'IS INTERVISIBLE WITH HORIZONTAL STATION 7 208. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4321 ***********************************************************************
 CK4321  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4321  DESIGNATION -  7 208
 CK4321  PID         -  CK4321
 CK4321  STATE/COUNTY-  SC/BEAUFORT
 CK4321  USGS QUAD   -  PARRIS ISLAND (1979)
 CK4321
 CK4321                         *CURRENT SURVEY CONTROL
 CK4321  ___________________________________________________________________
 CK4321* NAD 83(2001)-  32 22 05.02363(N)    080 42 53.98860(W)     ADJUSTED  
 CK4321* NAVD 88     -         1.98   (meters)       6.5    (feet)  GPS OBS   
 CK4321  ___________________________________________________________________
 CK4321  X           -     870,022.392 (meters)                     COMP
 CK4321  Y           -  -5,321,643.794 (meters)                     COMP
 CK4321  Z           -   3,394,958.398 (meters)                     COMP
 CK4321  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CK4321  ELLIP HEIGHT-         -29.74  (meters)          (06/28/04) GPS OBS
 CK4321  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK4321
 CK4321  HORZ ORDER  -  FIRST
 CK4321  ELLP ORDER  -  FOURTH    CLASS I
 CK4321
 CK4321.The horizontal coordinates were established by GPS observations
 CK4321.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4321
 CK4321.The orthometric height was determined by GPS observations and a
 CK4321.high-resolution geoid model using precise GPS observation and
 CK4321.processing techniques. It supersedes the leveled height previously
 CK4321.determined for this station.
 CK4321
 CK4321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4321
 CK4321.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4321
 CK4321.The ellipsoidal height was determined by GPS observations
 CK4321.and is referenced to NAD 83.
 CK4321
 CK4321.The geoid height was determined by GEOID03.
 CK4321
 CK4321;                    North         East     Units Scale Factor Converg.
 CK4321;SPC SC       -    59,342.263   636,423.990   MT  1.00004907   +0 09 28.8
 CK4321;SPC SC       -   194,692.46  2,088,005.22   iFT  1.00004907   +0 09 28.8
 CK4321;UTM  17      - 3,581,269.490   526,812.026   MT  0.99960886   +0 09 09.3
 CK4321
 CK4321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4321!SPC SC       -   1.00000467  x   1.00004907  =   1.00005374
 CK4321!UTM  17      -   1.00000467  x   0.99960886  =   0.99961353
 CK4321
 CK4321:                Primary Azimuth Mark                     Grid Az
 CK4321:SPC SC       -  7 207                                    167 08 00.9
 CK4321:UTM  17      -  7 207                                    167 08 20.4
 CK4321
 CK4321|---------------------------------------------------------------------|
 CK4321| PID    Reference Object                     Distance      Geod. Az  |
 CK4321|                                                           dddmmss.s |
 CK4321| CK4320 7 207                               APPROX. 0.5 KM 1671729.7 |
 CK4321|---------------------------------------------------------------------|
 CK4321
 CK4321                          SUPERSEDED SURVEY CONTROL
 CK4321
 CK4321  NAD 83(1986)-  32 22 05.03482(N)    080 42 53.99674(W) AD(       ) 1
 CK4321  NAD 83(2001)-  32 22 05.02556(N)    080 42 53.98485(W) AD(       ) 1
 CK4321  NAD 83(1995)-  32 22 05.02546(N)    080 42 53.98504(W) AD(       ) 1
 CK4321  ELLIP H (12/20/99)  -29.61   (m)                       GP(       ) 4 1
 CK4321  NAD 83(1986)-  32 22 05.03645(N)    080 42 53.99319(W) AD(       ) 1
 CK4321  NAD 27      -  32 22 04.33563(N)    080 42 54.60521(W) AD(       ) 1
 CK4321  NAVD 88 (03/15/02)    2.015  (m)            6.61   (f) ADJUSTED    2 1
 CK4321  NAVD 88 (11/15/00)    2.050  (m)            6.73   (f) UNKNOWN     1 2
 CK4321  NGVD 29 (10/12/88)    2.4    (m)            8.     (f) GPS OBS        
 CK4321
 CK4321.Superseded values are not recommended for survey control.
 CK4321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4321.See file dsdata.txt to determine how the superseded data were derived.
 CK4321
 CK4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2681281269(NAD 83)
 CK4321_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4321_STAMPING: 7 208 1985
 CK4321_MARK LOGO: NGS   
 CK4321_PROJECTION: RECESSED 5 CENTIMETERS
 CK4321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4321+STABILITY: SURFACE MOTION
 CK4321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4321+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 CK4321
 CK4321  HISTORY     - Date     Condition        Report By
 CK4321  HISTORY     - 1985     MONUMENTED       NGS
 CK4321  HISTORY     - 19870203 GOOD
 CK4321  HISTORY     - 19950202 GOOD             USPSQD
 CK4321  HISTORY     - 19980310 GOOD             SCGS
 CK4321  HISTORY     - 20001120 GOOD             SCGS
 CK4321  HISTORY     - 20030421 GOOD             SCGS
 CK4321
 CK4321                          STATION DESCRIPTION
 CK4321
 CK4321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4321'THE STATION IS LOCATED ON PORT ROYAL ISLAND, ON THE PARRIS ISLAND
 CK4321'MARINE BASE, 0.8 KM (0.5 MI) SOUTH OF THE MAIN GATE, 0.6 KM (0.4
 CK4321'MI) NORTH OF THE BRIDGE OVER ARCHERS CREEK, ADJACENT TO THE GENERAL
 CK4321'E. A. POLLOCK MONUMENT.  OWNERSHIP--US GOVERNMENT, C/O ENGINEERING
 CK4321'DIRECTOR PUBLIC WORKS, PARRIS ISLAND MARINE BASE, SC. PHONE
 CK4321'803-525-2287.
 CK4321'
 CK4321'TO REACH FROM THE MAIN GATE AT THE JUNCTION OF STATE HIGHWAYS 281
 CK4321'AND 802, GO SOUTH ON THE ENTRANCE CAUSEWAY FOR 0.82 KM (0.5 MI) TO
 CK4321'THE MONUMENT AND THE STATION ON THE RIGHT.
 CK4321'
 CK4321'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 208
 CK4321'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4321'POST FLUSH WITH THE GROUND.  IT IS 30.0 METERS NORTH OF THE POLLOCK
 CK4321'MONUMENT, 8.4 METERS WEST OF THE ROAD CENTER, 5.0 METERS
 CK4321'SOUTH-SOUTHWEST OF A PALM TREE, AND 2.7 METERS EAST OF A FIBERGLASS
 CK4321'WITNESS POST ON THE SIDE OF THE BANK.  THE SUBSURFACE DISK IS SET
 CK4321'IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4321'
 CK4321'THIS STATION IS INTERVISIBLE WITH STATION 7 207.  STATION WAS
 CK4321'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4321
 CK4321                          STATION RECOVERY (1987)
 CK4321
 CK4321'RECOVERED 1987
 CK4321'RECOVERED IN GOOD CONDITION.
 CK4321
 CK4321                          STATION RECOVERY (1995)
 CK4321
 CK4321'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK4321'RECOVERED IN GOOD CONDITION.
 CK4321
 CK4321                          STATION RECOVERY (1998)
 CK4321
 CK4321'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4321'STATION IS LOCATED 5.15 MILES (8.29 KM) SOUTHWEST OF BEAUFORT, 1.5
 CK4321'MILES (2.4 KM) SOUTHWEST OF PORT ROYAL.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4321'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4321'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 280 (SAVANNAH
 CK4321'HIGHWAY) AND 802 (PARIS ISLAND GATEWAY), 2.65 MILES (4.26 KM) WEST
 CK4321'NORTHWEST OF PORT ROYAL, GO SOUTHEAST ON HIGHWAY 802 FOR 1.05 MILES
 CK4321'(1.69 KM) TO AN EXIT RIGHT (ENTRANCE TO PARIS ISLAND MARINE BASE),
 CK4321'BEAR RIGHT ON EXIT ROAD FOR 0.2 MILE (0.3 KM) TO A GUARD GATE,
 CK4321'CONTINUE AHEAD ON ROAD FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE
 CK4321'RIGHT NEAR A PALMETTO TREE.  STATION IS A CONCRETE POST RECESSED 0.1
 CK4321'FOOT (3.0 CM) AND 1.5 FEET (0.5 M) BELOW THE ROAD, 27.1 FEET (8.3 M)
 CK4321'WEST OF THE CENTER OF THE ROAD, 16.2 FEET (4.9 M) SOUTH SOUTHWEST OF A
 CK4321'1.1-FOOT PALMETTO TREE, 94.2 FEET (28.7 M) NORTH OF THE NORTHEAST
 CK4321'CORNER OF THE GENERAL E.A. POLLOCK MEMORIAL, 109.5 FEET (33.4 M)
 CK4321'NORTHWEST OF A POWER POLE WITH GUY WIRE, 9.4 FEET (2.9 M) EAST OF A
 CK4321'WITNESS POST. RECOVERED BY C.J. STONE.
 CK4321
 CK4321                          STATION RECOVERY (2000)
 CK4321
 CK4321'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK4321'RECOVERED AS DESCRIBED.
 CK4321
 CK4321                          STATION RECOVERY (2003)
 CK4321
 CK4321'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4321'STATION IS LOCATED 1.5 MILES SOUTHWEST OF PORT ROYAL, 5.15 MILES
 CK4321'SOUTHWEST OF  BEAUFORT. OWNERSHIP--PARRIS ISLAND MARINE BASE, PROVOST
 CK4321'MARSHALS OFFICE  (PMO), PARRIS ISLAND, SC 29902, PHONE 843-228-3388,
 CK4321'ASK FOR SHAPPEE. TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK4321'HIGHWAYS 280 (SAVANNAH HIGHWAY) AND  802 (PARRIS ISLAND GATEWAY), 2.65
 CK4321'MILES WEST NORTHWEST OF PORT ROYAL,  GO SOUTHEAST  ON HIGHWAY 802 FOR
 CK4321'1.05 MILES TO AN EXIT RIGHT (ENTRANCE TO PARRIS ISLAND MARINE BASE),
 CK4321'BEAR RIGHT ON THE EXIT ROAD FOR 0.2 MILE TO A GUARD GATE, CONTINUE
 CK4321'AHEAD ON THE  ENTRANCE ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT
 CK4321'NEAR A PALMETTO TREE. STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND
 CK4321'2.0 FEET BELOW THE ROAD, 27.2 FEET  WEST OF THE CENTER OF THE ROAD,
 CK4321'16.4 FEET SOUTH SOUTHWEST OF A 0.9-FOOT PALMETTO  TREE WITH A WHITE
 CK4321'CIRCULAR REFLECTOR ATTACHED, 99.7 FEET NORTH OF THE NORTHEAST  CORNER
 CK4321'OF THE GRANITE BASE OF A MEMORIAL (GENERAL E.A. POLLOCK MEMORIAL
 CK4321'CAUSEWAY), 1.0 FOOT EAST OF A WITNESS POST. NOTE-STATION IS
 CK4321'INTERVISIBLE WITH HORIZONTAL STATION 7 207. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4322 ***********************************************************************
 CK4322  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4322  DESIGNATION -  7 209
 CK4322  PID         -  CK4322
 CK4322  STATE/COUNTY-  SC/BEAUFORT
 CK4322  USGS QUAD   -  BEAUFORT (1998)
 CK4322
 CK4322                         *CURRENT SURVEY CONTROL
 CK4322  ___________________________________________________________________
 CK4322* NAD 83(2001)-  32 23 43.35576(N)    080 41 09.01937(W)     ADJUSTED  
 CK4322* NAVD 88     -         7.62   (meters)      25.0    (feet)  GPS OBS   
 CK4322  ___________________________________________________________________
 CK4322  X           -     872,468.714 (meters)                     COMP
 CK4322  Y           -  -5,319,604.246 (meters)                     COMP
 CK4322  Z           -   3,397,519.399 (meters)                     COMP
 CK4322  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CK4322  ELLIP HEIGHT-         -24.09  (meters)          (06/28/04) GPS OBS
 CK4322  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 CK4322
 CK4322  HORZ ORDER  -  FIRST
 CK4322  ELLP ORDER  -  FOURTH    CLASS I
 CK4322
 CK4322.The horizontal coordinates were established by GPS observations
 CK4322.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4322
 CK4322.The orthometric height was determined by GPS observations and a
 CK4322.high-resolution geoid model using precise GPS observation and
 CK4322.processing techniques.
 CK4322
 CK4322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4322
 CK4322.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4322
 CK4322.The ellipsoidal height was determined by GPS observations
 CK4322.and is referenced to NAD 83.
 CK4322
 CK4322.The geoid height was determined by GEOID03.
 CK4322
 CK4322;                    North         East     Units Scale Factor Converg.
 CK4322;SPC SC       -    62,379.335   639,159.084   MT  1.00003848   +0 10 27.0
 CK4322;SPC SC       -   204,656.61  2,096,978.62   iFT  1.00003848   +0 10 27.0
 CK4322;UTM  17      - 3,584,304.975   529,546.232   MT  0.99961076   +0 10 05.9
 CK4322
 CK4322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4322!SPC SC       -   1.00000378  x   1.00003848  =   1.00004226
 CK4322!UTM  17      -   1.00000378  x   0.99961076  =   0.99961454
 CK4322
 CK4322:                Primary Azimuth Mark                     Grid Az
 CK4322:SPC SC       -  7 210                                    176 40 15.9
 CK4322:UTM  17      -  7 210                                    176 40 37.0
 CK4322
 CK4322|---------------------------------------------------------------------|
 CK4322| PID    Reference Object                     Distance      Geod. Az  |
 CK4322|                                                           dddmmss.s |
 CK4322| CK4323 7 210                               APPROX. 0.5 KM 1765042.9 |
 CK4322|---------------------------------------------------------------------|
 CK4322
 CK4322                          SUPERSEDED SURVEY CONTROL
 CK4322
 CK4322  NAD 83(1986)-  32 23 43.36669(N)    080 41 09.02718(W) AD(       ) 1
 CK4322  NAD 83(2001)-  32 23 43.35510(N)    080 41 09.01923(W) AD(       ) 1
 CK4322  NAD 83(1995)-  32 23 43.35497(N)    080 41 09.01940(W) AD(       ) 1
 CK4322  ELLIP H (12/20/99)  -24.07   (m)                       GP(       ) 4 1
 CK4322  NAD 83(1986)-  32 23 43.36573(N)    080 41 09.02865(W) AD(       ) 1
 CK4322  NAD 27      -  32 23 42.66974(N)    080 41 09.63888(W) AD(       ) 1
 CK4322  NGVD 29 (10/12/88)    7.9    (m)           26.     (f) GPS OBS        
 CK4322
 CK4322.Superseded values are not recommended for survey control.
 CK4322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4322.See file dsdata.txt to determine how the superseded data were derived.
 CK4322
 CK4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2954684305(NAD 83)
 CK4322_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4322_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK4322_SP_SET: SIDEWALK
 CK4322_STAMPING: 7 209 1985
 CK4322_MARK LOGO: NGS   
 CK4322_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4322+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK4322
 CK4322  HISTORY     - Date     Condition        Report By
 CK4322  HISTORY     - 1985     MONUMENTED       NGS
 CK4322  HISTORY     - 19870203 GOOD
 CK4322  HISTORY     - 19980619 GOOD             USPSQD
 CK4322  HISTORY     - 19991111 GOOD             SCGS
 CK4322  HISTORY     - 20030421 GOOD             SCGS
 CK4322  HISTORY     - 20060320 GOOD             USPSQD
 CK4322
 CK4322                          STATION DESCRIPTION
 CK4322
 CK4322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4322'THE STATION MARK IS LOCATED IN PORT ROYAL, 0.1 KM (0.05 MI) NORTH
 CK4322'OF THE JUNCTION OF STATE HIGHWAYS 281 AND 802, IN A SIDEWALK ON THE
 CK4322'WEST SIDE OF HIGHWAY 281.  OWNERSHIP--CITY OF PORT ROYAL.
 CK4322'
 CK4322'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 281 AND
 CK4322'802 IN PORT ROYAL, GO NORTH FOR 0.1 KM (0.05 MI) TO THE STATION ON
 CK4322'THE WEST SIDE OF HIGHWAY 281.
 CK4322'
 CK4322'STATION MARK, A STANDARD NGS STATION DISK STAMPED---7 209 1985---,
 CK4322'SET IN A DRILL HOLE IN A SIDEWALK ALONG A VERY SMALL PARKING AREA
 CK4322'ON THE WEST SIDE OF THE HIGHWAY.  IT IS 108 METERS NORTH OF THE
 CK4322'JUNCTION OF HIGHWAYS 281 AND 802, 12.3 METERS SOUTH OF THE
 CK4322'SOUTHEAST CORNER OF JOES SPAGHETTI HOUSE, 19.8 METERS
 CK4322'NORTH-NORTHEAST OF UTILITY POLE 161937, 1.4 METERS SOUTH-SOUTHWEST
 CK4322'OF THE SOUTH END OF THE DRIVEWAY ENTRANCE TO THE RESTAURANT, 0.7
 CK4322'METER EAST-NORTHEAST OF THE SIDEWALK EDGE, AND 0.8 METER
 CK4322'WEST-NORTHWEST OF THE CURB.
 CK4322'
 CK4322'THIS STATION IS INTERVISIBLE WITH STATION 7 210.  STATION WAS
 CK4322'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4322
 CK4322                          STATION RECOVERY (1987)
 CK4322
 CK4322'RECOVERED 1987
 CK4322'RECOVERED IN GOOD CONDITION.
 CK4322
 CK4322                          STATION RECOVERY (1998)
 CK4322
 CK4322'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4322'RECOVERED IN GOOD CONDITION.
 CK4322
 CK4322                          STATION RECOVERY (1999)
 CK4322
 CK4322'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 CK4322'STATION IS LOCATED 2.5 MILES (4.0 KM) SOUTH SOUTHWEST OF BEAUFORT, IN
 CK4322'PORT ROYAL.  OWNERSHIP--CITY OF PORT ROYAL.  TO REACH THE STATION FROM
 CK4322'THE JUNCTION OF U.S.  HIGHWAY 21 (RIBAUT STREET) AND STATE HIGHWAY
 CK4322'802, 2.5 MILES (4.0 KM) SOUTH SOUTHWEST OF BEAUFORT, GO NORTH ON
 CK4322'HIGHWAY 21 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT IN A
 CK4322'SIDEWALK.  STATION IS A DISK SET IN THE SIDEWALK, 354.0 FEET (107.9 M)
 CK4322'NORTH OF THE JUNCTION, 40.3 FEET (12.3 M) SOUTH OF THE SOUTHEAST
 CK4322'CORNER OF JUST US TOTTS DAYCARE AND CHILD DEVELOPMENT CENTER, 65.0
 CK4322'FEET (19.8 M) NORTH NORTHEAST OF A POWER POLE NUMBER 161937, 4.6 FEET
 CK4322'(1.4 M) SOUTH SOUTHWEST OF THE SOUTH END OF A DRIVEWAY ENTRANCE TO THE
 CK4322'DAYCARE, 2.3 FEET (0.7 M) EAST NORTHEAST OF THE SIDEWALK EDGE, 2.3
 CK4322'FEET (0.7 M) WEST NORTHWEST OF THE CURB. NOTE-DISK HAS BEEN SCRAPED,
 CK4322'CENTER OF DISK WAS HAND PUNCHED AND STAMPING IS CORRECT.  RECOVERED BY
 CK4322'L.A.  LAPINE.
 CK4322
 CK4322                          STATION RECOVERY (2003)
 CK4322
 CK4322'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4322'STATION IS LOCATED 2.6 MILES SOUTH SOUTHWEST OF BEAUFORT.
 CK4322'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4322'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK4322'JUNCTION OF U.S. HIGHWAY 21 (WADDELL STREET) AND  STATE HIGHWAY 802
 CK4322'(RIBAUT ROAD), 2.65 MILES SOUTH SOUTHWEST OF BEAUFORT, GO NORTH  ON
 CK4322'HIGHWAYS 21 AND 802 FOR 0.05 MILE TO THE STATION ON THE LEFT IN A
 CK4322'CONCRETE  SIDEWALK. STATION IS A DISK IN A DRILL HOLE IN THE SIDEWALK,
 CK4322'2.3 FEET EAST NORTHEAST OF THE  EAST EDGE OF THE SIDEWALK, 4.6 FEET
 CK4322'SOUTH SOUTHWEST OF THE SOUTH END OF A  DRIVE ENTRANCE TO A STUCCOED
 CK4322'BUILDING. RECOVERED BY T. HALL.
 CK4322
 CK4322                          STATION RECOVERY (2006)
 CK4322
 CK4322'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK4322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4324 ***********************************************************************
 CK4324  DESIGNATION -  7 211
 CK4324  PID         -  CK4324
 CK4324  STATE/COUNTY-  SC/BEAUFORT
 CK4324  USGS QUAD   -  BEAUFORT (1998)
 CK4324
 CK4324                         *CURRENT SURVEY CONTROL
 CK4324  ___________________________________________________________________
 CK4324* NAD 83(2001)-  32 24 29.71654(N)    080 39 25.81960(W)     ADJUSTED  
 CK4324* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 CK4324  ___________________________________________________________________
 CK4324  X           -     875,005.392 (meters)                     COMP
 CK4324  Y           -  -5,318,408.794 (meters)                     COMP
 CK4324  Z           -   3,398,723.105 (meters)                     COMP
 CK4324  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CK4324  ELLIP HEIGHT-         -27.90  (meters)          (12/20/99) GPS OBS
 CK4324  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK4324
 CK4324  HORZ ORDER  -  FIRST
 CK4324  ELLP ORDER  -  FOURTH    CLASS I
 CK4324
 CK4324.The horizontal coordinates were established by GPS observations
 CK4324.and adjusted by the National Geodetic Survey in March 2004..
 CK4324
 CK4324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4324
 CK4324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4324
 CK4324.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4324
 CK4324.The ellipsoidal height was determined by GPS observations
 CK4324.and is referenced to NAD 83.
 CK4324
 CK4324.The geoid height was determined by GEOID03.
 CK4324
 CK4324;                    North         East     Units Scale Factor Converg.
 CK4324;SPC SC       -    63,816.042   641,851.546   MT  1.00003357   +0 11 24.2
 CK4324;SPC SC       -   209,370.22  2,105,812.16   iFT  1.00003357   +0 11 24.2
 CK4324;UTM  17      - 3,585,740.787   532,237.704   MT  0.99961282   +0 11 01.5
 CK4324
 CK4324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4324!SPC SC       -   1.00000438  x   1.00003357  =   1.00003795
 CK4324!UTM  17      -   1.00000438  x   0.99961282  =   0.99961720
 CK4324
 CK4324                          SUPERSEDED SURVEY CONTROL
 CK4324
 CK4324  NAD 83(1995)-  32 24 29.71629(N)    080 39 25.81953(W) AD(       ) 1
 CK4324  NAD 83(1986)-  32 24 29.72772(N)    080 39 25.83022(W) AD(       ) 1
 CK4324  NAD 27      -  32 24 29.03351(N)    080 39 26.44201(W) AD(       ) 1
 CK4324  NGVD 29 (10/12/88)    4.2    (m)           14.     (f) GPS OBS        
 CK4324
 CK4324.Superseded values are not recommended for survey control.
 CK4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4324.See file dsdata.txt to determine how the superseded data were derived.
 CK4324
 CK4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3223885741(NAD 83)
 CK4324_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4324_SP_SET: CONCRETE POST
 CK4324_STAMPING: 7 211 1985
 CK4324_MARK LOGO: NGS   
 CK4324_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK4324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4324+STABILITY: SURFACE MOTION
 CK4324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4324+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1992
 CK4324
 CK4324  HISTORY     - Date     Condition        Report By
 CK4324  HISTORY     - 1985     MONUMENTED       NGS
 CK4324  HISTORY     - 1985     GOOD             NGS
 CK4324  HISTORY     - 19870206 GOOD
 CK4324  HISTORY     - 19920526 GOOD             SCGS
 CK4324  HISTORY     - 19980620 MARK NOT FOUND   USPSQD
 CK4324  HISTORY     - 20030428 MARK NOT FOUND   SCGS
 CK4324  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK4324
 CK4324                          STATION DESCRIPTION
 CK4324
 CK4324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4324'THE STATION MARK IS LOCATED ON GIBBS ISLAND, 3.2 KM (2.0 MI)
 CK4324'SOUTHEAST OF BEAUFORT, 0.8 KM (0.5 MI) SOUTHWEST OF THE JUNCTION OF
 CK4324'U.S. HIGHWAY 21 AND STATE HIGHWAY 802, AT THE SOUTH END OF A
 CK4324'HIGHWAY CURVE, ON THE RIGHT-OF-WAY OF HIGHWAY 802.
 CK4324'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4324'
 CK4324'TO REACH FROM THE JUNCTION OF HIGHWAYS 21 AND 802 (ABOUT 3.2 KM
 CK4324'(2.0 MI) SOUTHEAST OF BEAUFORT), GO SOUTHWEST ON HIGHWAY 802 FOR
 CK4324'0.89 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 CK4324'
 CK4324'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 211
 CK4324'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4324'POST 5 CM BELOW GROUND.  IT IS 33.5 METERS NORTHEAST OF THE CENTER
 CK4324'OF A DIRT ROAD, 7.9 METERS NORTHWEST OF THE HIGHWAY CENTER, 8.7
 CK4324'METERS SOUTHEAST OF A FIBERGLASS WITNESS POST, 15.1 METERS SOUTH OF
 CK4324'UTILITY POLE 266385 (LINE CROSSES HIGHWAY AT THIS POINT), AND 12.0
 CK4324'METERS SOUTH-SOUTHEAST OF THE UTILITY POLE GUYWIRE.  THE SUBSURFACE
 CK4324'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.2 METERS
 CK4324'BELOW GROUND.
 CK4324'
 CK4324'THIS STATION IS INTERVISIBLE WITH STATION 7 212.  STATION WAS
 CK4324'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4324
 CK4324                          STATION RECOVERY (1985)
 CK4324
 CK4324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4324'RECOVERED IN GOOD CONDITION.
 CK4324
 CK4324                          STATION RECOVERY (1987)
 CK4324
 CK4324'RECOVERED 1987
 CK4324'RECOVERED IN GOOD CONDITION.
 CK4324
 CK4324                          STATION RECOVERY (1992)
 CK4324
 CK4324'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4324'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTHEAST OF BEAUFORT.
 CK4324'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4324'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4324'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (SEA ISLAND
 CK4324'PARKWAY) AND STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 2.0 MILES
 CK4324'(3.2 KM) SOUTHEAST OF BEAUFORT, GO WEST SOUTHWEST ON HIGHWAY 802 FOR
 CK4324'0.55 MILE (0.89 KM) TO A DIAGONAL SAND CROSSROAD (HAZEL FARM ROAD
 CK4324'LEFT AND RUE DU BOIS ROAD RIGHT) AND THE STATION IN THE NORTH ANGLE
 CK4324'OF THE CROSSROAD.
 CK4324'STATION IS A CONCRETE POST RECESSED 0.1-FOOT AND LEVEL WITH THE
 CK4324'HIGHWAY, 26.0 FEET (7.9 M) NORTHWEST OF THE CENTER OF THE HIGHWAY,
 CK4324'95.0 FEET (29.0 M) NORTH NORTHEAST OF THE CENTER OF THE CROSSROAD,
 CK4324'50.6 FEET (15.4 M) SOUTH OF POWER POLE NUMBER 266385 WITH GUY WIRE
 CK4324'AND TRANSFORMER, 90.3 FEET (27.5 M) NORTHEAST OF A FIRE HYDRANT.
 CK4324'NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION 7 212.
 CK4324'RECOVERED BY C.E. GEOGHEGAN.
 CK4324
 CK4324                          STATION RECOVERY (1998)
 CK4324
 CK4324'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4324'MARK NOT FOUND.
 CK4324
 CK4324                          STATION RECOVERY (2003)
 CK4324
 CK4324'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4324'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK4324'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK4324'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY AREA
 CK4324'BEING RE-SLOPED DUE TO HIGHWAY  CONSTRUCTION. RECOVERY BY T. HALL.
 CK4324
 CK4324                          STATION RECOVERY (2005)
 CK4324
 CK4324'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK4324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4326 ***********************************************************************
 CK4326  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4326  DESIGNATION -  7 213
 CK4326  PID         -  CK4326
 CK4326  STATE/COUNTY-  SC/BEAUFORT
 CK4326  USGS QUAD   -  DALE (1988)
 CK4326
 CK4326                         *CURRENT SURVEY CONTROL
 CK4326  ___________________________________________________________________
 CK4326* NAD 83(2001)-  32 30 03.38444(N)    080 40 42.29552(W)     ADJUSTED  
 CK4326* NAVD 88     -         1.97   (meters)       6.5    (feet)  GPS OBS   
 CK4326  ___________________________________________________________________
 CK4326  X           -     872,139.797 (meters)                     COMP
 CK4326  Y           -  -5,313,288.509 (meters)                     COMP
 CK4326  Z           -   3,407,395.122 (meters)                     COMP
 CK4326  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CK4326  ELLIP HEIGHT-         -29.73  (meters)          (06/28/04) GPS OBS
 CK4326  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK4326
 CK4326  HORZ ORDER  -  FIRST
 CK4326  ELLP ORDER  -  FOURTH    CLASS I
 CK4326
 CK4326.The horizontal coordinates were established by GPS observations
 CK4326.and adjusted by the National Geodetic Survey in March 2004..
 CK4326
 CK4326.The orthometric height was determined by GPS observations and a
 CK4326.high-resolution geoid model using precise GPS observation and
 CK4326.processing techniques.
 CK4326
 CK4326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4326
 CK4326.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4326
 CK4326.The ellipsoidal height was determined by GPS observations
 CK4326.and is referenced to NAD 83.
 CK4326
 CK4326.The geoid height was determined by GEOID03.
 CK4326
 CK4326;                    North         East     Units Scale Factor Converg.
 CK4326;SPC SC       -    74,088.080   639,821.104   MT  0.99999967   +0 10 41.8
 CK4326;SPC SC       -   243,071.13  2,099,150.60   iFT  0.99999967   +0 10 41.8
 CK4326;UTM  17      - 3,596,008.880   530,209.141   MT  0.99961125   +0 10 22.1
 CK4326
 CK4326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4326!SPC SC       -   1.00000467  x   0.99999967  =   1.00000434
 CK4326!UTM  17      -   1.00000467  x   0.99961125  =   0.99961592
 CK4326
 CK4326                          SUPERSEDED SURVEY CONTROL
 CK4326
 CK4326  NAD 83(1986)-  32 30 03.39505(N)    080 40 42.30306(W) AD(       ) 1
 CK4326  NAD 83(1995)-  32 30 03.38425(N)    080 40 42.29583(W) AD(       ) 1
 CK4326  ELLIP H (12/20/99)  -29.69   (m)                       GP(       ) 4 1
 CK4326  NAD 83(1986)-  32 30 03.39597(N)    080 40 42.30407(W) AD(       ) 1
 CK4326  NAD 27      -  32 30 02.71860(N)    080 40 42.90018(W) AD(       ) 1
 CK4326  NGVD 29 (10/12/88)    2.1    (m)            7.     (f) GPS OBS        
 CK4326
 CK4326.Superseded values are not recommended for survey control.
 CK4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4326.See file dsdata.txt to determine how the superseded data were derived.
 CK4326
 CK4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3020996009(NAD 83)
 CK4326_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4326_STAMPING: 7 213 1985
 CK4326_MARK LOGO: NGS   
 CK4326_PROJECTION: FLUSH
 CK4326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4326+STABILITY: SURFACE MOTION
 CK4326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4326+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK4326
 CK4326  HISTORY     - Date     Condition        Report By
 CK4326  HISTORY     - 1985     MONUMENTED       NGS
 CK4326  HISTORY     - 19870204 GOOD
 CK4326  HISTORY     - 20020619 GOOD             USPSQD
 CK4326  HISTORY     - 20030430 GOOD             SCGS
 CK4326  HISTORY     - 20040318 GOOD             GREOMA
 CK4326  HISTORY     - 20060320 GOOD             USPSQD
 CK4326
 CK4326                          STATION DESCRIPTION
 CK4326
 CK4326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4326'THE STATION IS LOCATED ON LADYS ISLAND, AT BRICKYARD POINT, 7.3 KM
 CK4326'(4.5 MI) NORTH OF BEAUFORT, AT A COUNTY BOAT RAMP AT THE CONFLUENCE
 CK4326'OF THE COOSAW RIVER AND BRICKYARD CREEK, AT THE END OF S-7-72.
 CK4326'OWNERSHIP--BEAUFORT COUNTY.
 CK4326'
 CK4326'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 21 AND STATE HIGHWAY 802
 CK4326'(ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF BEAUFORT), GO NORTHERLY ON
 CK4326'HIGHWAY 802 FOR 0.39 KM (0.25 MI) TO A T-ROAD.  TURN LEFT,
 CK4326'NORTHEAST, ON HIGHWAY 802 FOR 7.38 KM (4.6 MI) TO A PAVED ROAD
 CK4326'LEFT.  TURN LEFT, WEST, ON S-7-144 FOR 2.17 KM (1.35 MI) TO A
 CK4326'CROSSROAD.  TURN RIGHT, NORTHWEST, ON S-7-72 FOR 4.57 KM (2.85 MI)
 CK4326'TO THE ROAD END AT THE BOAT RAMP AND STATION ON THE LEFT.
 CK4326'
 CK4326'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 213
 CK4326'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4326'POST 2 CM BELOW GROUND.  IT IS 9.5 METERS SOUTHWEST OF THE RAMP
 CK4326'CENTER, 4.8 METERS SOUTH-SOUTHWEST OF A UTILITY POLE WITH LIGHT,
 CK4326'1.3 METERS WEST OF THE PARKING PAVEMENT EDGE, 2.5 METERS EAST OF
 CK4326'THE SOUTH END OF THE SOUTH ONE OF TWO GRANITE BENCHES, AND 8.0
 CK4326'METERS EAST-SOUTHEAST OF THE HIGH WATER LINE.  THE SUBSURFACE DISK
 CK4326'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW
 CK4326'GROUND.
 CK4326'
 CK4326'NO INTERVISIBLE STATION FROM THIS STATION.  STATION WAS OCCUPIED BY
 CK4326'GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4326
 CK4326                          STATION RECOVERY (1987)
 CK4326
 CK4326'RECOVERED 1987
 CK4326'RECOVERED IN GOOD CONDITION.
 CK4326
 CK4326                          STATION RECOVERY (2002)
 CK4326
 CK4326'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK4326'RECOVERED IN GOOD CONDITION.
 CK4326
 CK4326                          STATION RECOVERY (2003)
 CK4326
 CK4326'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4326'STATION IS LOCATED ON LADYS ISLAND, 4.85 MILES NORTH OF BEAUFORT.
 CK4326'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK4326'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK4326'JUNCTION OF U.S. HIGHWAY 21 (SEA ISLAND PARKWAY) AND  STATE HIGHWAY
 CK4326'802 (LADYS ISLAND DRIVE), 1.65 MILES SOUTHEAST OF BEAUFORT, GO  NORTH
 CK4326'ON HIGHWAY 802 FOR 4.8 MILES TO THE JUNCTION OF STATE ROAD 144
 CK4326'(SPRINGFIELD ROAD), TURN LEFT ON ROAD 144 FOR 1.3 MILES TO THE
 CK4326'JUNCTION OF  STATE ROADS 750 (MIDDLE ROAD)  LEFT AND 72 (BRICKYARD
 CK4326'POINT ROAD NORTH) AHEAD, TURN  RIGHT ON ROAD 72 FOR 2.85 MILES TO THE
 CK4326'STATION AHEAD NEAR A SECURITY LIGHT POLE AT THE  BRICKYARD POINT BOAT
 CK4326'RAMP. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 CK4326'THE ROAD, 15.6 FEET  SOUTH OF THE SECURITY LIGHT POLE WITH GUY WIRE,
 CK4326'22.0 FEET SOUTHWEST OF THE SOUTH  CORNER OF THE  CONCRETE BOAT RAMP.
 CK4326'RECOVERED BY T. HALL.
 CK4326
 CK4326                          STATION RECOVERY (2004)
 CK4326
 CK4326'RECOVERY NOTE BY GREENHORNE-OMARA 2004 (TDT)
 CK4326'RECOVERED IN GOOD CONDITION.
 CK4326
 CK4326                          STATION RECOVERY (2006)
 CK4326
 CK4326'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK4326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4327 ***********************************************************************
 CK4327  DESIGNATION -  7 214
 CK4327  PID         -  CK4327
 CK4327  STATE/COUNTY-  SC/BEAUFORT
 CK4327  USGS QUAD   -  LAUREL BAY (1962)
 CK4327
 CK4327                         *CURRENT SURVEY CONTROL
 CK4327  ___________________________________________________________________
 CK4327* NAD 83(2001)-  32 23 43.31722(N)    080 46 01.61408(W)     ADJUSTED  
 CK4327* NAVD 88     -         6.21   (+/-2cm)      20.4    (feet)  VERTCON   
 CK4327  ___________________________________________________________________
 CK4327  X           -     864,921.698 (meters)                     COMP
 CK4327  Y           -  -5,320,836.069 (meters)                     COMP
 CK4327  Z           -   3,397,517.700 (meters)                     COMP
 CK4327  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CK4327  ELLIP HEIGHT-         -25.39  (meters)          (12/20/99) GPS OBS
 CK4327  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK4327
 CK4327  HORZ ORDER  -  FIRST
 CK4327  VERT ORDER  -  THIRD (See Below)
 CK4327  ELLP ORDER  -  FOURTH    CLASS I
 CK4327
 CK4327.The horizontal coordinates were established by GPS observations
 CK4327.and adjusted by the National Geodetic Survey in March 2004..
 CK4327
 CK4327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4327.The vertical order pertains to the NGVD 29 superseded value.
 CK4327
 CK4327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4327
 CK4327.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4327
 CK4327.The ellipsoidal height was determined by GPS observations
 CK4327.and is referenced to NAD 83.
 CK4327
 CK4327.The geoid height was determined by GEOID03.
 CK4327
 CK4327;                    North         East     Units Scale Factor Converg.
 CK4327;SPC SC       -    62,357.908   631,511.905   MT  1.00003849   +0 07 44.8
 CK4327;SPC SC       -   204,586.31  2,071,889.45   iFT  1.00003849   +0 07 44.8
 CK4327;UTM  17      - 3,584,284.238   521,902.342   MT  0.99960592   +0 07 29.2
 CK4327
 CK4327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4327!SPC SC       -   1.00000399  x   1.00003849  =   1.00004248
 CK4327!UTM  17      -   1.00000399  x   0.99960592  =   0.99960990
 CK4327
 CK4327                          SUPERSEDED SURVEY CONTROL
 CK4327
 CK4327  NAD 83(1995)-  32 23 43.31709(N)    080 46 01.61420(W) AD(       ) 1
 CK4327  NAD 83(1986)-  32 23 43.32802(N)    080 46 01.62181(W) AD(       ) 1
 CK4327  NAD 27      -  32 23 42.63354(N)    080 46 02.23467(W) AD(       ) 1
 CK4327  NGVD 29 (10/12/88)    6.49   (m)           21.3    (f) LEVELING    3  
 CK4327
 CK4327.Superseded values are not recommended for survey control.
 CK4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4327.See file dsdata.txt to determine how the superseded data were derived.
 CK4327
 CK4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2190284284(NAD 83)
 CK4327_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4327_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4327+STABILITY: SURFACE MOTION
 CK4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4327+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1987
 CK4327
 CK4327  HISTORY     - Date     Condition        Report By
 CK4327  HISTORY     - 1985     MONUMENTED       NGS
 CK4327  HISTORY     - 19870205 GOOD
 CK4327  HISTORY     - 19980310 MARK NOT FOUND   SCGS
 CK4327  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK4327  HISTORY     - 20030421 MARK NOT FOUND   SCGS
 CK4327
 CK4327                          STATION DESCRIPTION
 CK4327
 CK4327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4327'THE STATION IS LOCATED 9.6 KM (6.0 MI) SOUTHWEST OF BEAUFORT, 1.0
 CK4327'KM (0.6 MI) NORTHEAST OF THE NORTHEAST END OF THE HIGHWAY 170
 CK4327'BRIDGE OVER THE BROAD RIVER, ABOUT 0.15 KM (0.1 MI) SOUTHEAST OF
 CK4327'THE JUNCTION OF STATE HIGHWAYS 170 AND 802, IN A LARGE TRAFFIC
 CK4327'ISLAND FORMED BY THE SPLIT OF THE LANES OF HIGHWAY 170.
 CK4327'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4327'
 CK4327'TO REACH FROM THE NORTHEAST END OF THE BRIDGE OVER THE BROAD RIVER,
 CK4327'GO NORTHEAST ON HIGHWAY 170 FOR 0.94 KM (0.6 MI) TO THE STATION ON
 CK4327'THE LEFT.
 CK4327'
 CK4327'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 214
 CK4327'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4327'POST 1 CM BELOW GROUND.  IT IS 1.2 METERS NORTH OF A STATE WATER
 CK4327'COMMISSION WELLHEAD, 33.8 METERS SOUTH OF THE NORTH CORNER OF THE
 CK4327'ISLAND, 40.9 METERS WEST OF THE EAST CORNER OF THE ISLAND, 67.1
 CK4327'METERS NORTHEAST OF THE SOUTHWEST CORNER OF THE ISLAND, AND 23.4
 CK4327'METERS SOUTHWEST OF THE WEST EDGE OF A PAVED ROAD CONNECTOR.  THE
 CK4327'SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.2
 CK4327'METERS BELOW GROUND.
 CK4327'
 CK4327'THIS STATION IS INTERVISIBLE WITH STATION TIDAL 8223 B NOS.
 CK4327'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4327
 CK4327                          STATION RECOVERY (1987)
 CK4327
 CK4327'RECOVERED 1987
 CK4327'RECOVERED IN GOOD CONDITION.
 CK4327
 CK4327                          STATION RECOVERY (1998)
 CK4327
 CK4327'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4327'NOT RECOVERED, MEASUREMENTS LED TO A NEW EXCHANGE WS DEVELOPED,
 CK4327'SEARCHED 10 MINUTES WITH NO RESULTS.  RECOVERY BY D.A.  NOVAK.
 CK4327
 CK4327                          STATION RECOVERY (1998)
 CK4327
 CK4327'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4327'MARK NOT FOUND.
 CK4327
 CK4327                          STATION RECOVERY (2003)
 CK4327
 CK4327'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4327'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK4327'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK4327'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY A PAVED
 CK4327'OVER ACCESS LANE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4328 ***********************************************************************
 CK4328  DESIGNATION -  7 214 2
 CK4328  PID         -  CK4328
 CK4328  STATE/COUNTY-  SC/BEAUFORT
 CK4328  USGS QUAD   -  LAUREL BAY (1962)
 CK4328
 CK4328                         *CURRENT SURVEY CONTROL
 CK4328  ___________________________________________________________________
 CK4328* NAD 83(2001)-  32 23 44.65675(N)    080 46 00.17625(W)     ADJUSTED  
 CK4328* NAVD 88     -         6.74   (+/-2cm)      22.1    (feet)  VERTCON   
 CK4328  ___________________________________________________________________
 CK4328  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CK4328  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK4328
 CK4328  HORZ ORDER  -  SECOND
 CK4328  VERT ORDER  -  THIRD (See Below)
 CK4328
 CK4328.The horizontal coordinates were established by classical geodetic methods
 CK4328.and adjusted by the National Geodetic Survey in March 2004..
 CK4328
 CK4328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4328.The vertical order pertains to the NGVD 29 superseded value.
 CK4328
 CK4328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4328
 CK4328.The geoid height was determined by GEOID03.
 CK4328
 CK4328;                    North         East     Units Scale Factor Converg.
 CK4328;SPC SC       -    62,399.257   631,549.391   MT  1.00003835   +0 07 45.6
 CK4328;SPC SC       -   204,721.97  2,072,012.44   iFT  1.00003835   +0 07 45.6
 CK4328;UTM  17      - 3,584,325.566   521,939.814   MT  0.99960594   +0 07 29.9
 CK4328
 CK4328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4328!SPC SC       -   1.00000391  x   1.00003835  =   1.00004226
 CK4328!UTM  17      -   1.00000391  x   0.99960594  =   0.99960985
 CK4328
 CK4328                          SUPERSEDED SURVEY CONTROL
 CK4328
 CK4328  NAD 83(1986)-  32 23 44.66756(N)    080 46 00.18398(W) AD(       ) 2
 CK4328  NAD 27      -  32 23 43.97311(N)    080 46 00.79688(W) AD(       ) 2
 CK4328  NGVD 29 (10/12/88)    7.02   (m)           23.0    (f) LEVELING    3  
 CK4328
 CK4328.Superseded values are not recommended for survey control.
 CK4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4328.See file dsdata.txt to determine how the superseded data were derived.
 CK4328
 CK4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2194084326(NAD 83)
 CK4328_MARKER: DS = TRIANGULATION STATION DISK
 CK4328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4328_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4328+STABILITY: SURFACE MOTION
 CK4328
 CK4328  HISTORY     - Date     Condition        Report By
 CK4328  HISTORY     - 1987     MONUMENTED       NGS
 CK4328  HISTORY     - 19980310 MARK NOT FOUND   SCGS
 CK4328  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK4328
 CK4328                          STATION DESCRIPTION
 CK4328
 CK4328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (GRH)
 CK4328'THE STATION IS LOCATED 9.6 KM (6.0 MI) SOUTHWEST OF BEAUFORT, 1.0 KM
 CK4328'(0.6 MI) NORTHEAST OF THE NORTHEAST END OF THE HIGHWAY 170 BRIDGE
 CK4328'OVER THE BROAD RIVER, AT THE JUNCTION OF STATE HIGHWAY 170 AND 802.
 CK4328'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAY.
 CK4328'
 CK4328'TO REACH FROM THE NORTHEAST END OF THE BRIDGE OVER THE BROAD RIVER,
 CK4328'GO NORTHEAST ON HIGHWAY 170 FOR 0.94 KM (0.6 MI) TO THE STATION AT
 CK4328'THE JUNCTION OF HIGHWAY 802.
 CK4328'
 CK4328'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 214 2
 CK4328'1987---, THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4328'POST 10 CM BELOW GROUND.  IT IS 25.76 METERS (84.5 FEET) SOUTHWEST
 CK4328'OF SCE+G POWER POLE NO 137148 WITH TRANSFORMER, 24.38 METERS (80.0
 CK4328'FT.) SOUTHEAST OF CENTER OF HIGHWAY 170, 10.2 METERS (33.5 FT.)
 CK4328'NORTHWEST OF EXTENDED CENTER OF THE BROAD RIVER BRIDGE AND 0.34
 CK4328'METER (1.1 FEET) SOUTHWEST OF FIBERGLASS WITNESS POST.
 CK4328'
 CK4328'THIS STATION IS INTERVISIBLE WITH STATION TIDAL 8223 B NOS.
 CK4328'DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4328
 CK4328                          STATION RECOVERY (1998)
 CK4328
 CK4328'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4328'NOT RECOVERED, MEASUREMENTS LED TO A NEW INTERCHANGE, SEARCHED 10
 CK4328'MINUTES WITH NO RESULTS.  RECOVERY BY D.A.  NOVAK.
 CK4328
 CK4328                          STATION RECOVERY (1998)
 CK4328
 CK4328'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4329 ***********************************************************************
 CK4329  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4329  DESIGNATION -  7 215
 CK4329  PID         -  CK4329
 CK4329  STATE/COUNTY-  SC/BEAUFORT
 CK4329  USGS QUAD   -  LAUREL BAY (1962)
 CK4329
 CK4329                         *CURRENT SURVEY CONTROL
 CK4329  ___________________________________________________________________
 CK4329* NAD 83(2001)-  32 27 27.21172(N)    080 47 00.54625(W)     ADJUSTED  
 CK4329* NAVD 88     -        10.46   (meters)      34.3    (feet)  GPS OBS   
 CK4329  ___________________________________________________________________
 CK4329  X           -     862,809.687 (meters)                     COMP
 CK4329  Y           -  -5,317,436.033 (meters)                     COMP
 CK4329  Z           -   3,403,341.423 (meters)                     COMP
 CK4329  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CK4329  ELLIP HEIGHT-         -21.18  (meters)          (06/28/04) GPS OBS
 CK4329  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK4329
 CK4329  HORZ ORDER  -  FIRST
 CK4329  ELLP ORDER  -  FOURTH    CLASS I
 CK4329
 CK4329.The horizontal coordinates were established by GPS observations
 CK4329.and adjusted by the National Geodetic Survey in March 2004..
 CK4329
 CK4329.The orthometric height was determined by GPS observations and a
 CK4329.high-resolution geoid model using precise GPS observation and
 CK4329.processing techniques.
 CK4329
 CK4329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4329
 CK4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4329
 CK4329.The ellipsoidal height was determined by GPS observations
 CK4329.and is referenced to NAD 83.
 CK4329
 CK4329.The geoid height was determined by GEOID03.
 CK4329
 CK4329;                    North         East     Units Scale Factor Converg.
 CK4329;SPC SC       -    69,251.569   629,957.217   MT  1.00001522   +0 07 12.1
 CK4329;SPC SC       -   227,203.31  2,066,788.77   iFT  1.00001522   +0 07 12.1
 CK4329;UTM  17      - 3,591,175.105   520,348.800   MT  0.99960511   +0 06 58.3
 CK4329
 CK4329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4329!SPC SC       -   1.00000333  x   1.00001522  =   1.00001855
 CK4329!UTM  17      -   1.00000333  x   0.99960511  =   0.99960843
 CK4329
 CK4329:                Primary Azimuth Mark                     Grid Az
 CK4329:SPC SC       -  7 216                                    297 25 34.9
 CK4329:UTM  17      -  7 216                                    297 25 48.7
 CK4329
 CK4329|---------------------------------------------------------------------|
 CK4329| PID    Reference Object                     Distance      Geod. Az  |
 CK4329|                                                           dddmmss.s |
 CK4329| CK4330 7 216                               APPROX. 0.5 KM 2973247.0 |
 CK4329|---------------------------------------------------------------------|
 CK4329
 CK4329                          SUPERSEDED SURVEY CONTROL
 CK4329
 CK4329  NAD 83(1986)-  32 27 27.22225(N)    080 47 00.55301(W) AD(       ) 1
 CK4329  NAD 83(1995)-  32 27 27.21173(N)    080 47 00.54657(W) AD(       ) 1
 CK4329  ELLIP H (12/20/99)  -21.15   (m)                       GP(       ) 4 1
 CK4329  NAD 83(1986)-  32 27 27.22169(N)    080 47 00.55316(W) AD(       ) 1
 CK4329  NAD 27      -  32 27 26.53899(N)    080 47 01.16462(W) AD(       ) 1
 CK4329  NGVD 29 (10/12/88)   10.8    (m)           35.     (f) GPS OBS        
 CK4329
 CK4329.Superseded values are not recommended for survey control.
 CK4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4329.See file dsdata.txt to determine how the superseded data were derived.
 CK4329
 CK4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2034991175(NAD 83)
 CK4329_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4329_STAMPING: 7 215 1985
 CK4329_MARK LOGO: NGS   
 CK4329_PROJECTION: RECESSED 8 CENTIMETERS
 CK4329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4329+STABILITY: SURFACE MOTION
 CK4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4329+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 CK4329
 CK4329  HISTORY     - Date     Condition        Report By
 CK4329  HISTORY     - 1985     MONUMENTED       NGS
 CK4329  HISTORY     - 19870205 GOOD
 CK4329  HISTORY     - 20030416 GOOD             SCGS
 CK4329
 CK4329                          STATION DESCRIPTION
 CK4329
 CK4329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4329'THE STATION IS LOCATED 10.5 KM (6.5 MI) WEST-NORTHWEST OF BEAUFORT,
 CK4329'4.5 KM (2.8 MI) WEST OF THE JUNCTION OF U.S. HIGHWAY 21 AND STATE
 CK4329'HIGHWAY 116, 0.8 KM (0.5 MI) SOUTHEAST OF THE ENTRANCE TO THE
 CK4329'LAURAL BAY HOUSING AREA, IN THE MEDIAN OF HIGHWAY 116.
 CK4329'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4329'
 CK4329'TO REACH FROM THE JUNCTION OF HIGHWAYS 21 AND 116, GO WEST ON
 CK4329'HIGHWAY 116 FOR 4.26 KM (2.65 MI) TO A SLANTED CROSSROAD.  CONTINUE
 CK4329'AHEAD FOR 0.63 KM (0.4 MI) TO THE START OF A FOUR-LANE AND STATION
 CK4329'IN THE  MEDIAN.
 CK4329'
 CK4329'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 215
 CK4329'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4329'POST 2 CM BELOW GROUND.  IT IS 1.5 METERS NORTHWEST OF THE
 CK4329'NORTHWEST END OF THE CONCRETE HIGHWAY DIVIDER, 1.7 METERS NORTHEAST
 CK4329'OF THE NORTH EDGE OF THE EASTBOUND LANE, 1.7 METERS SOUTHWEST OF
 CK4329'THE SOUTH EDGE OF THE WESTBOUND LANE, AND 29.0 METERS
 CK4329'EAST-NORTHEAST OF UTILITY POLE P 15.  THE SUBSURFACE DISK IS SET IN
 CK4329'THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW GROUND.
 CK4329'
 CK4329'THIS STATION IS INTERVISIBLE WITH STATION 7 216.  STATION WAS
 CK4329'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4329
 CK4329                          STATION RECOVERY (1987)
 CK4329
 CK4329'RECOVERED 1987
 CK4329'RECOVERED IN GOOD CONDITION.
 CK4329
 CK4329                          STATION RECOVERY (2003)
 CK4329
 CK4329'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4329'STATION IS LOCATED 3.8 MILES WEST NORTHWEST OF BURTON, 6.85 MILES WEST
 CK4329'NORTHWEST OF  BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4329'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 CK4329'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CK4329'21 (TRASK PARKWAY) AND STATE  HIGHWAY 116 (LAUREL BAY ROAD) AT THE
 CK4329'MAIN ENTRANCE TO THE U.S. MARINE CORPS AIR STATION,  4.15 MILES WEST
 CK4329'NORTHWEST OF BEAUFORT, GO WEST SOUTHWEST ON HIGHWAY 116 FOR  3.05
 CK4329'MILES TO THE STATION ON THE LEFT IN A GRASSY MEDIAN JUST NORTHWEST OF
 CK4329'THE  NORTHWEST END OF A CONCRETE LANE DIVIDER. STATION IS A CONCRETE
 CK4329'POST RECESSED 0.3 FOOT AND 0.5 FOOT BELOW THE HIGHWAY, 14.0 FEET
 CK4329'NORTH NORTHEAST OF THE CENTER OF THE SOUTHEAST BOUND LANES OF THE
 CK4329'HIGHWAY, 15.0  FEET SOUTH SOUTHWEST OF THE CENTER OF THE NORTHWEST
 CK4329'BOUND LANES OF THE HIGHWAY,  5.3 FEET NORTHWEST OF THE NORTHWEST EDGE
 CK4329'OF THE CONCRETE LANE DIVIDER, 63.4 FEET  SOUTH OF A FIBERGLASS BURIED
 CK4329'OPTIC CABLE WARNING POST. NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL
 CK4329'STATION 7 216. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4330 ***********************************************************************
 CK4330  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4330  DESIGNATION -  7 216
 CK4330  PID         -  CK4330
 CK4330  STATE/COUNTY-  SC/BEAUFORT
 CK4330  USGS QUAD   -  LAUREL BAY (1962)
 CK4330
 CK4330                         *CURRENT SURVEY CONTROL
 CK4330  ___________________________________________________________________
 CK4330* NAD 83(2001)-  32 27 34.81850(N)    080 47 17.74838(W)     ADJUSTED  
 CK4330* NAVD 88     -        11.35   (meters)      37.2    (feet)  GPS OBS   
 CK4330  ___________________________________________________________________
 CK4330  X           -     862,346.208 (meters)                     COMP
 CK4330  Y           -  -5,317,384.586 (meters)                     COMP
 CK4330  Z           -   3,403,539.620 (meters)                     COMP
 CK4330  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CK4330  ELLIP HEIGHT-         -20.28  (meters)          (06/28/04) GPS OBS
 CK4330  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 CK4330
 CK4330  HORZ ORDER  -  FIRST
 CK4330  ELLP ORDER  -  FOURTH    CLASS I
 CK4330
 CK4330.The horizontal coordinates were established by GPS observations
 CK4330.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4330
 CK4330.The orthometric height was determined by GPS observations and a
 CK4330.high-resolution geoid model using precise GPS observation and
 CK4330.processing techniques.
 CK4330
 CK4330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4330
 CK4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4330
 CK4330.The ellipsoidal height was determined by GPS observations
 CK4330.and is referenced to NAD 83.
 CK4330
 CK4330.The geoid height was determined by GEOID03.
 CK4330
 CK4330;                    North         East     Units Scale Factor Converg.
 CK4330;SPC SC       -    69,484.961   629,507.465   MT  1.00001445   +0 07 02.6
 CK4330;SPC SC       -   227,969.03  2,065,313.21   iFT  1.00001445   +0 07 02.6
 CK4330;UTM  17      - 3,591,408.432   519,899.248   MT  0.99960488   +0 06 49.1
 CK4330
 CK4330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4330!SPC SC       -   1.00000318  x   1.00001445  =   1.00001763
 CK4330!UTM  17      -   1.00000318  x   0.99960488  =   0.99960806
 CK4330
 CK4330:                Primary Azimuth Mark                     Grid Az
 CK4330:SPC SC       -  7 215                                    117 25 35.2
 CK4330:UTM  17      -  7 215                                    117 25 48.7
 CK4330
 CK4330|---------------------------------------------------------------------|
 CK4330| PID    Reference Object                     Distance      Geod. Az  |
 CK4330|                                                           dddmmss.s |
 CK4330| CK4329 7 215                               APPROX. 0.5 KM 1173237.8 |
 CK4330|---------------------------------------------------------------------|
 CK4330
 CK4330                          SUPERSEDED SURVEY CONTROL
 CK4330
 CK4330  NAD 83(1986)-  32 27 34.82903(N)    080 47 17.75512(W) AD(       ) 1
 CK4330  NAD 83(2001)-  32 27 34.81832(N)    080 47 17.74906(W) AD(       ) 1
 CK4330  NAD 83(1995)-  32 27 34.81835(N)    080 47 17.74914(W) AD(       ) 1
 CK4330  ELLIP H (12/20/99)  -20.26   (m)                       GP(       ) 4 1
 CK4330  NAD 83(1986)-  32 27 34.82840(N)    080 47 17.75505(W) AD(       ) 1
 CK4330  NAD 27      -  32 27 34.14613(N)    080 47 18.36687(W) AD(       ) 1
 CK4330  NGVD 29 (10/12/88)   11.7    (m)           38.     (f) GPS OBS        
 CK4330
 CK4330.Superseded values are not recommended for survey control.
 CK4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4330.See file dsdata.txt to determine how the superseded data were derived.
 CK4330
 CK4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1989991408(NAD 83)
 CK4330_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4330_SP_SET: CONCRETE POST
 CK4330_STAMPING: 7 216 1985
 CK4330_MARK LOGO: NGS   
 CK4330_PROJECTION: FLUSH
 CK4330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4330+STABILITY: SURFACE MOTION
 CK4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4330+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 CK4330
 CK4330  HISTORY     - Date     Condition        Report By
 CK4330  HISTORY     - 1985     MONUMENTED       NGS
 CK4330  HISTORY     - 1985     GOOD             NGS
 CK4330  HISTORY     - 19851024 GOOD             SC-013
 CK4330  HISTORY     - 19870217 GOOD
 CK4330  HISTORY     - 19881025 GOOD
 CK4330  HISTORY     - 20030416 GOOD             SCGS
 CK4330
 CK4330                          STATION DESCRIPTION
 CK4330
 CK4330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4330'THE STATION IS LOCATED 11.3 KM (7.0 MI) WEST-NORTHWEST OF BEAUFORT,
 CK4330'5.2 KM (3.2 MI) WEST OF THE JUNCTION OF U.S. HIGHWAY 21 AND STATE
 CK4330'HIGHWAY 116, AT THE SECOND MEDIAN CROSSOVER SOUTHEAST OF THE
 CK4330'ENTRANCE TO THE LAUREL BAY HOUSING AREA, IN THE MEDIAN OF HIGHWAY
 CK4330'116.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4330'
 CK4330'TO REACH FROM THE JUNCTION OF HIGHWAYS 21 AND 116, GO WEST ON
 CK4330'HIGHWAY 116 FOR 4.89 KM (3.0 MI) TO THE START OF THE HIGHWAY
 CK4330'MEDIAN.  CONTINUE NORTHWEST FOR 0.51 KM (0.3 MI) TO A MEDIAN
 CK4330'CROSSOVER AND THE STATION ON THE LEFT.
 CK4330'
 CK4330'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 216
 CK4330'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4330'POST 2 CM BELOW GROUND.  IT IS 13.0 METERS SOUTHEAST OF THE
 CK4330'CROSSOVER CENTER, 8.3 METERS NORTHEAST OF THE CENTER OF THE
 CK4330'EASTBOUND LANES, 5.6 METERS SOUTHWEST OF THE CENTER OF THE
 CK4330'WESTBOUND LANES, ON LINE WITH THE EAST WALL OF A GLASSFRONTED
 CK4330'RESTAURANT ON THE NORTH SIDE OF THE HIGHWAY.  THE SUBSURFACE DISK
 CK4330'IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.2 METERS BELOW
 CK4330'GROUND.
 CK4330'
 CK4330'THIS STATION IS INTERVISIBLE WITH STATION 7 215.  STATION WAS
 CK4330'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4330
 CK4330                          STATION RECOVERY (1985)
 CK4330
 CK4330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4330'RECOVERED IN GOOD CONDITION.
 CK4330
 CK4330                          STATION RECOVERY (1985)
 CK4330
 CK4330'RECOVERY NOTE BY BEAUFORT COUNTY SOUTH CAROLINA 1985
 CK4330'RECOVERED IN GOOD CONDITION.
 CK4330
 CK4330                          STATION RECOVERY (1987)
 CK4330
 CK4330'RECOVERED 1987
 CK4330'RECOVERED IN GOOD CONDITION.
 CK4330
 CK4330                          STATION RECOVERY (1988)
 CK4330
 CK4330'RECOVERED 1988
 CK4330'RECOVERED IN GOOD CONDITION.
 CK4330
 CK4330                          STATION RECOVERY (2003)
 CK4330
 CK4330'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4330'STATION IS LOCATED 4.1 MILES WEST NORTHWEST OF BURTON, 7.15 MILES WEST
 CK4330'NORTHWEST OF  BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4330'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 CK4330'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CK4330'21 (TRASK PARKWAY) AND STATE  HIGHWAY 116 (LAUREL BAY ROAD) AT THE
 CK4330'MAIN ENTRANCE TO THE U.S. MARINE CORPS AIR STATION,  4.15 MILES WEST
 CK4330'NORTHWEST OF BEAUFORT, GO WEST SOUTHWEST ON HIGHWAY 116 FOR  3.35
 CK4330'MILES TO THE STATION ON THE LEFT NEAR A PAVED CROSSOVER ROAD IN THE
 CK4330'HIGHWAY  MEDIAN. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 CK4330'LEVEL WITH THE HIGHWAY,  28.0 FEET NORTH NORTHEAST OF THE CENTER OF
 CK4330'THE SOUTHEAST BOUND LANES OF THE  HIGHWAY, 18.3 FEET SOUTH SOUTHWEST
 CK4330'OF THE CENTER OF THE NORTHWEST BOUND  LANES OF THE HIGHWAY, 41.5 FEET
 CK4330'EAST SOUTHEAST OF THE CENTER OF THE CROSSOVER  LANE. NOTE-STATION IS
 CK4330'INTERVISIBLE WITH HORIZONTAL STATION 7 215. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4331 ***********************************************************************
 CK4331  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4331  DESIGNATION -  7 217
 CK4331  PID         -  CK4331
 CK4331  STATE/COUNTY-  SC/BEAUFORT
 CK4331  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK4331
 CK4331                         *CURRENT SURVEY CONTROL
 CK4331  ___________________________________________________________________
 CK4331* NAD 83(2001)-  32 13 57.84261(N)    080 56 16.78285(W)     ADJUSTED  
 CK4331* NAVD 88     -         5.75   (meters)      18.9    (feet)  GPS OBS   
 CK4331  ___________________________________________________________________
 CK4331  X           -     850,567.265 (meters)                     COMP
 CK4331  Y           -  -5,332,911.889 (meters)                     COMP
 CK4331  Z           -   3,382,275.971 (meters)                     COMP
 CK4331  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CK4331  ELLIP HEIGHT-         -25.73  (meters)          (06/28/04) GPS OBS
 CK4331  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CK4331
 CK4331  HORZ ORDER  -  FIRST
 CK4331  ELLP ORDER  -  FOURTH    CLASS I
 CK4331
 CK4331.The horizontal coordinates were established by GPS observations
 CK4331.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4331
 CK4331.The orthometric height was determined by GPS observations and a
 CK4331.high-resolution geoid model using precise GPS observation and
 CK4331.processing techniques.
 CK4331
 CK4331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4331
 CK4331.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4331
 CK4331.The ellipsoidal height was determined by GPS observations
 CK4331.and is referenced to NAD 83.
 CK4331
 CK4331.The geoid height was determined by GEOID03.
 CK4331
 CK4331;                    North         East     Units Scale Factor Converg.
 CK4331;SPC SC       -    44,299.072   615,444.789   MT  1.00010481   +0 02 03.8
 CK4331;SPC SC       -   145,338.16  2,019,175.82   iFT  1.00010481   +0 02 03.8
 CK4331;UTM  17      - 3,566,234.668   505,841.840   MT  0.99960042   +0 01 59.1
 CK4331
 CK4331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4331!SPC SC       -   1.00000404  x   1.00010481  =   1.00010885
 CK4331!UTM  17      -   1.00000404  x   0.99960042  =   0.99960446
 CK4331
 CK4331                          SUPERSEDED SURVEY CONTROL
 CK4331
 CK4331  NAD 83(1986)-  32 13 57.85349(N)    080 56 16.79014(W) AD(       ) 1
 CK4331  NAD 83(2001)-  32 13 57.84520(N)    080 56 16.78453(W) AD(       ) 1
 CK4331  NAD 83(1995)-  32 13 57.84528(N)    080 56 16.78394(W) AD(       ) 1
 CK4331  ELLIP H (12/20/99)  -25.65   (m)                       GP(       ) 4 1
 CK4331  NAD 83(1986)-  32 13 57.85646(N)    080 56 16.79399(W) AD(       ) 1
 CK4331  NAD 27      -  32 13 57.13750(N)    080 56 17.40294(W) AD(       ) 1
 CK4331  NGVD 29 (10/12/88)    6.0    (m)           20.     (f) GPS OBS        
 CK4331
 CK4331.Superseded values are not recommended for survey control.
 CK4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4331.See file dsdata.txt to determine how the superseded data were derived.
 CK4331
 CK4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0584266235(NAD 83)
 CK4331_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4331_STAMPING: 7 217 1985
 CK4331_MARK LOGO: NGS   
 CK4331_PROJECTION: RECESSED 5 CENTIMETERS
 CK4331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4331+STABILITY: SURFACE MOTION
 CK4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4331+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 CK4331
 CK4331  HISTORY     - Date     Condition        Report By
 CK4331  HISTORY     - 1985     MONUMENTED       NGS
 CK4331  HISTORY     - 19870130 GOOD
 CK4331  HISTORY     - 19980618 GOOD             USPSQD
 CK4331  HISTORY     - 20030130 GOOD             SCGS
 CK4331
 CK4331                          STATION DESCRIPTION
 CK4331
 CK4331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4331'THE STATION IS LOCATED 7.3 KM (4.5 MI) WEST OF BLUFFTON, 2.6 KM
 CK4331'(1.6 MI) EAST-SOUTHEAST OF PRITCHARDVILLE, ON THE RIGHT-OF-WAY OF
 CK4331'STATE HIGHWAY 46, 207 METERS EAST OF THE BRIDGE OVER STONEY CREEK,
 CK4331'AT A TRACK ROAD LEADING SOUTH.  OWNERSHIP--SOUTH CAROLINA
 CK4331'DEPARTMENT OF HIGHWAYS.
 CK4331'
 CK4331'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 170 (JUST WEST
 CK4331'OF PRITCHARDVILLE), GO EAST ON HIGHWAY 46 FOR 3.48 KM (2.2 MI) TO A
 CK4331'PAVED ROAD RIGHT (S-7-35).  CONTINUE AHEAD FOR 0.95 KM (0.6 MI) TO
 CK4331'HIGH GROUND AND THE STATION ON THE RIGHT.
 CK4331'
 CK4331'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 217
 CK4331'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4331'POST 2 CM BELOW GROUND.  IT IS 9.2 METERS SOUTH OF THE HIGHWAY
 CK4331'CENTER, 3.0 METERS WEST OF THE ROAD CENTER, 1.6 METERS NORTH OF A
 CK4331'14-CM SQUARE FENCE POST, AND 5.8 METERS WEST-NORTHWEST OF TELEPHONE
 CK4331'PEDESTAL 1197/7/1.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN
 CK4331'IRREGULAR CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4331'
 CK4331'THIS STATION IS INTERVISIBLE WITH STATION C 76.  STATION WAS
 CK4331'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4331
 CK4331                          STATION RECOVERY (1987)
 CK4331
 CK4331'RECOVERED 1987
 CK4331'RECOVERED IN GOOD CONDITION.
 CK4331
 CK4331                          STATION RECOVERY (1998)
 CK4331
 CK4331'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4331'RECOVERED IN GOOD CONDITION.
 CK4331
 CK4331                          STATION RECOVERY (2003)
 CK4331
 CK4331'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4331'STATION IS LOCATED 4.55 MILES WEST OF BLUFFTON, 20.8 MILES SOUTHWEST
 CK4331'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK4331'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK4331'FROM THE JUNCTION OF STATE HIGHWAYS 170 AND 46 (MAY RIVER ROAD), 7.2
 CK4331'MILES WEST OF BLUFFTON, GO EAST SOUTHEAST ON HIGHWAY 46 FOR 2.15 MILES
 CK4331'TO THE JUNCTION  OF STATE ROAD 35 (PALMETTO BLUFF ROAD), CONTINUE ON
 CK4331'HIGHWAY 46 FOR 0.6 MILE TO THE  STATION ON THE RIGHT NEAR A TELEPHONE
 CK4331'JUNCTION BOX AND A WOODEN FENCE LINE IN THE  SOUTHWEST ANGLE OF A
 CK4331'GRAVEL DRIVE RIGHT (STONEY CREEK DRIVE). STATION IS A CONCRETE POST
 CK4331'RECESSED 0.2 FOOT AND 0.5 FOOT BELOW THE HIGHWAY, 29.8  FEET SOUTH
 CK4331'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 9.6 FEET WEST NORTHWEST THE
 CK4331'CENTER OF THE GRAVEL ROAD, 12.7 FEET EAST OF THE TELEPHONE JUNCTION
 CK4331'BOX 6191/3/1, 119.3  FEET EAST SOUTHEAST OF A POWER POLE NUMBER
 CK4331'131070, 5.3 FEET NORTH NORTHEAST OF A  0.5-FOOT SQUARE WOODEN FENCE
 CK4331'CORNER POST ON THE WEST SIDE OF THE DRIVE, 5.3 FEET  NORTHEAST OF A
 CK4331'WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH BENCH MARK C 76 RESET.
 CK4331'RECOVERED BY J.B. SMOAK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4332 ***********************************************************************
 CK4332  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4332  DESIGNATION -  7 218
 CK4332  PID         -  CK4332
 CK4332  STATE/COUNTY-  SC/BEAUFORT
 CK4332  USGS QUAD   -  JASPER (1979)
 CK4332
 CK4332                         *CURRENT SURVEY CONTROL
 CK4332  ___________________________________________________________________
 CK4332* NAD 83(2001)-  32 21 09.63019(N)    080 55 23.86668(W)     ADJUSTED  
 CK4332* NAVD 88     -         6.09   (meters)      20.0    (feet)  GPS OBS   
 CK4332  ___________________________________________________________________
 CK4332  X           -     850,814.439 (meters)                     COMP
 CK4332  Y           -  -5,325,677.045 (meters)                     COMP
 CK4332  Z           -   3,393,519.385 (meters)                     COMP
 CK4332  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CK4332  ELLIP HEIGHT-         -25.43  (meters)          (03/13/03) GPS OBS
 CK4332  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 CK4332
 CK4332  HORZ ORDER  -  FIRST
 CK4332  ELLP ORDER  -  FOURTH    CLASS II
 CK4332
 CK4332.The horizontal coordinates were established by GPS observations
 CK4332.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4332
 CK4332.The orthometric height was determined by GPS observations and a
 CK4332.high-resolution geoid model using precise GPS observation and
 CK4332.processing techniques.
 CK4332
 CK4332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4332
 CK4332.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4332
 CK4332.The ellipsoidal height was determined by GPS observations
 CK4332.and is referenced to NAD 83.
 CK4332
 CK4332.The geoid height was determined by GEOID03.
 CK4332
 CK4332;                    North         East     Units Scale Factor Converg.
 CK4332;SPC SC       -    57,601.547   616,820.490   MT  1.00005513   +0 02 33.1
 CK4332;SPC SC       -   188,981.45  2,023,689.27   iFT  1.00005513   +0 02 33.1
 CK4332;UTM  17      - 3,579,530.737   507,217.206   MT  0.99960064   +0 02 27.8
 CK4332
 CK4332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4332!SPC SC       -   1.00000399  x   1.00005513  =   1.00005912
 CK4332!UTM  17      -   1.00000399  x   0.99960064  =   0.99960463
 CK4332
 CK4332                          SUPERSEDED SURVEY CONTROL
 CK4332
 CK4332  NAD 83(1986)-  32 21 09.64099(N)    080 55 23.87416(W) AD(       ) 1
 CK4332  NAD 83(2001)-  32 21 09.63071(N)    080 55 23.86686(W) AD(       ) 1
 CK4332  NAD 83(1995)-  32 21 09.63022(N)    080 55 23.86666(W) AD(       ) 1
 CK4332  ELLIP H (12/20/99)  -25.37   (m)                       GP(       ) 4 1
 CK4332  NAD 83(1986)-  32 21 09.64150(N)    080 55 23.87435(W) AD(       ) 1
 CK4332  NAD 83(1986)-  32 21 09.64110(N)    080 55 23.87180(W) AD(       ) 1
 CK4332  NAD 27      -  32 21 08.94297(N)    080 55 24.48961(W) AD(       ) 1
 CK4332  NGVD 29 (10/12/88)    6.4    (m)           21.     (f) GPS OBS        
 CK4332
 CK4332.Superseded values are not recommended for survey control.
 CK4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4332.See file dsdata.txt to determine how the superseded data were derived.
 CK4332
 CK4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0721779531(NAD 83)
 CK4332_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4332_SP_SET: CONCRETE POST
 CK4332_STAMPING: 7 218 1986
 CK4332_MARK LOGO: NGS   
 CK4332_PROJECTION: FLUSH
 CK4332_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4332+STABILITY: SURFACE MOTION
 CK4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4332+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 CK4332
 CK4332  HISTORY     - Date     Condition        Report By
 CK4332  HISTORY     - 1985     MONUMENTED       NGS
 CK4332  HISTORY     - 1985     GOOD             NGS
 CK4332  HISTORY     - 19851024 GOOD             SC-013
 CK4332  HISTORY     - 19870213 GOOD
 CK4332  HISTORY     - 19881027 GOOD
 CK4332  HISTORY     - 19920831 GOOD             SCGS
 CK4332  HISTORY     - 19930114 GOOD
 CK4332  HISTORY     - 19961016 GOOD             SCGS
 CK4332  HISTORY     - 19980309 GOOD             SCGS
 CK4332  HISTORY     - 19980617 GOOD             USPSQD
 CK4332  HISTORY     - 20030130 GOOD             SCGS
 CK4332  HISTORY     - 20060610 GOOD             WARDED
 CK4332
 CK4332                          STATION DESCRIPTION
 CK4332
 CK4332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4332'THE STATION IS LOCATED 15 KM (9.3 MI) SOUTHEAST OF RIDGELAND, 13.7
 CK4332'KM (8.5 MI) NORTH-NORTHEAST OF PRITCHARDVILLE, ON HIGHWAY
 CK4332'RIGHT-OF-WAY AT THE JUNCTION OF U.S. HIGHWAY 278 AND STATE HIGHWAY
 CK4332'170, ALONG THE BEAUFORT-JASPER COUNTY LINE.  OWNERSHIP--SOUTH
 CK4332'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4332'
 CK4332'THE STATION IS ON THE RIGHT-OF-WAY AT THE JUNCTION OF U.S. HIGHWAY
 CK4332'278 AND STATE HIGHWAY 170, ALONG THE BEAUFORT-JASPER COUNTY LINE.
 CK4332'
 CK4332'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 218
 CK4332'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4332'POST FLUSH WITH THE GROUND.  IT IS 23.1 METERS EAST-SOUTHEAST OF
 CK4332'THE CENTER OF HIGHWAY 278, 10.8 METERS NORTH OF THE CENTER OF
 CK4332'HIGHWAY 170, 6.8 METERS SOUTH-SOUTHEAST OF A UTILITY POLE, 9.6
 CK4332'METERS SOUTHEAST OF THE SOUTH ONE OF TWO GUY WIRES, AND 14.2 METERS
 CK4332'EAST OF THE NORTH END OF A CONCRETE DRAIN PIPE.  THE SUBSURFACE
 CK4332'DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.2 METERS
 CK4332'BELOW GROUND.
 CK4332'
 CK4332'THIS STATION IS INTERVISIBLE WITH STATION M 77.  STATION WAS
 CK4332'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4332
 CK4332                          STATION RECOVERY (1985)
 CK4332
 CK4332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4332'RECOVERED IN GOOD CONDITION.
 CK4332
 CK4332                          STATION RECOVERY (1985)
 CK4332
 CK4332'RECOVERY NOTE BY BEAUFORT COUNTY SOUTH CAROLINA 1985
 CK4332'RECOVERED IN GOOD CONDITION.
 CK4332
 CK4332                          STATION RECOVERY (1987)
 CK4332
 CK4332'RECOVERED 1987
 CK4332'RECOVERED IN GOOD CONDITION.
 CK4332
 CK4332                          STATION RECOVERY (1988)
 CK4332
 CK4332'RECOVERED 1988
 CK4332'RECOVERED IN GOOD CONDITION.
 CK4332
 CK4332                          STATION RECOVERY (1992)
 CK4332
 CK4332'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK4332'STATION IS LOCATED NEAR A POWER POLE IN THE EAST ANGLE OF THE NORTH
 CK4332'JUNCTION OF U.S. HIGHWAY 278 AND STATE HIGHWAY 170, 5.2 MILES
 CK4332'(8.4 KM) NORTHEAST OF HARDEEVILLE, 4.6 MILES (7.4 KM) SOUTH SOUTHEAST
 CK4332'OF RIDGELAND, NEAR THE WEST CORNER OF THE BEAUFORT-JASPER CAREER
 CK4332'EDUCATION CENTER PROPERTY. OWNERSHIP--SCDHPT, DIRECTOR OF
 CK4332'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4332'803-737-1350.
 CK4332'STATION IS A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) AND 1.0 FOOT
 CK4332'(0.3 M) ABOVE THE HIGHWAYS, 76.8 FEET (23.4 M) EAST SOUTHEAST OF THE
 CK4332'CENTER OF HIGHWAY 278, 113.0 FEET (34.4 M) NORTH OF THE CENTER OF
 CK4332'HIGHWAY 170, 15.6 FEET (4.8 M) SOUTH SOUTHEAST OF A POWER POLE WITH
 CK4332'TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 17.6 FEET (5.4 M)
 CK4332'EAST OF THE NORTHEAST END OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH
 CK4332'HIGHWAY 170, 137.6 FEET (41.9 M) WEST SOUTHWEST OF THE FACE OF THE
 CK4332'EDUCATION CENTER SIGN, 15.1 FEET (4.6 M) SOUTH SOUTHEAST OF A WITNESS
 CK4332'POST BESIDE THE POWER POLE.
 CK4332'RECOVERED BY C.E. GEOGHEGAN.
 CK4332
 CK4332                          STATION RECOVERY (1993)
 CK4332
 CK4332'RECOVERED 1993
 CK4332'RECOVERED IN GOOD CONDITION.
 CK4332
 CK4332                          STATION RECOVERY (1996)
 CK4332
 CK4332'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK4332'STATION IS LOCATED NEAR A POWER POLE IN THE EAST ANGLE OF THE NORTH
 CK4332'JUNCTION OF U.S.  HIGHWAY 278 AND STATE HIGHWAY 170, 5.2 MILES (8.4
 CK4332'KM) NORTHEAST OF HARDEEVILLE, 4.6 MILES (7.4 KM) SOUTH SOUTHEAST OF
 CK4332'RIDGELAND, NEAR THE WEST CORNER OF THE BEAUFORT-JASPER CAREER
 CK4332'EDUCATION CENTER PROPERTY.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4332'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK4332'803-737-1350.  STATION IS A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM)
 CK4332'AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAYS, 76.8 FEET (23.4 M) EAST
 CK4332'SOUTHEAST OF THE CENTER OF HIGHWAY 278, 113.0 FEET (34.4 M) NORTH OF
 CK4332'THE CENTER OF HIGHWAY 170, 15.6 FEET (4.8 M) SOUTH SOUTHEAST OF A
 CK4332'POWER POLE WITH TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 17.6
 CK4332'FEET (5.4 M) EAST OF THE NORTHEAST END OF A 2.0-FOOT CONCRETE PIPE
 CK4332'CULVERT BENEATH HIGHWAY 170, 137.6 FEET (41.9 M) WEST SOUTHWEST OF THE
 CK4332'FACE OF THE EDUCATION CENTER SIGN, 15.1 FEET (4.6 M) SOUTH SOUTHEAST
 CK4332'OF A WITNESS POST BESIDE THE POWER POLE.  RECOVERED BY R.W.  ROBERTS.
 CK4332
 CK4332                          STATION RECOVERY (1998)
 CK4332
 CK4332'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4332'RECOVERED AS DESCRIBED.
 CK4332
 CK4332                          STATION RECOVERY (1998)
 CK4332
 CK4332'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4332'RECOVERED IN GOOD CONDITION.
 CK4332
 CK4332                          STATION RECOVERY (2003)
 CK4332
 CK4332'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4332'STATION IS LOCATED 8.8 MILES NORTH NORTHWEST OF BLUFFTON, 15.7 MILES
 CK4332'WEST SOUTHWEST OF  BEAUFORT. OWNERSHIP--SCDOT, DIRECTOR OF
 CK4332'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 CK4332'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK4332'462 AND 170, 8.7 MILES NORTH  NORTHWEST OF BLUFFTON, GO NORTH
 CK4332'NORTHWEST ON HIGHWAY 462 FOR 0.1 MILE TO THE  STATION ON THE RIGHT
 CK4332'NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A DRIVEWAY  LEADING TO A
 CK4332'BRICK BUILDING (ACADEMY FOR CAREER EXCELLENCE). STATION IS A CONCRETE
 CK4332'POST FLUSH WITH THE GROUND AND 1.5 FEET ABOVE HIGHWAY  462, 71.6 FEET
 CK4332'EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 15.7 FEET SOUTH
 CK4332'SOUTHEAST OF THE POWER POLE WITH TRANSFORMER, 59.0 FEET NORTHEAST OF
 CK4332'THE  NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 CK4332'DRIVEWAY, 137.8  FEET WEST SOUTHWEST OF THE FACE OF A WOODEN SIGN FOR
 CK4332'THE ACADEMY, 191.3 FEET  WEST NORTHWEST OF A FIRE HYDRANT, 15.4 FEET
 CK4332'SOUTH SOUTHEAST OF A WITNESS  POST. RECOVERED BY J.B. SMOAK
 CK4332
 CK4332                          STATION RECOVERY (2006)
 CK4332
 CK4332'RECOVERY NOTE BY WARD EDWARDS INCORPORATED 2006 (MSH)
 CK4332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4333 ***********************************************************************
 CK4333  DESIGNATION -  7 219
 CK4333  PID         -  CK4333
 CK4333  STATE/COUNTY-  SC/BEAUFORT
 CK4333  USGS QUAD   -  JASPER (1979)
 CK4333
 CK4333                         *CURRENT SURVEY CONTROL
 CK4333  ___________________________________________________________________
 CK4333* NAD 83(2001)-  32 17 27.69087(N)    080 55 01.75462(W)     ADJUSTED  
 CK4333* NAVD 88     -         6.7    (meters)      22.     (feet)  VERTCON   
 CK4333  ___________________________________________________________________
 CK4333  X           -     851,962.477 (meters)                     COMP
 CK4333  Y           -  -5,329,195.795 (meters)                     COMP
 CK4333  Z           -   3,387,742.512 (meters)                     COMP
 CK4333  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CK4333  ELLIP HEIGHT-         -24.79  (meters)          (12/20/99) GPS OBS
 CK4333  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 CK4333
 CK4333  HORZ ORDER  -  FIRST
 CK4333  ELLP ORDER  -  FOURTH    CLASS I
 CK4333
 CK4333.The horizontal coordinates were established by GPS observations
 CK4333.and adjusted by the National Geodetic Survey in March 2004..
 CK4333
 CK4333.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4333
 CK4333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4333
 CK4333.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4333
 CK4333.The ellipsoidal height was determined by GPS observations
 CK4333.and is referenced to NAD 83.
 CK4333
 CK4333.The geoid height was determined by GEOID03.
 CK4333
 CK4333;                    North         East     Units Scale Factor Converg.
 CK4333;SPC SC       -    50,765.034   617,404.170   MT  1.00008013   +0 02 45.3
 CK4333;SPC SC       -   166,551.95  2,025,604.23   iFT  1.00008013   +0 02 45.3
 CK4333;UTM  17      - 3,572,697.400   507,800.425   MT  0.99960075   +0 02 39.3
 CK4333
 CK4333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4333!SPC SC       -   1.00000389  x   1.00008013  =   1.00008402
 CK4333!UTM  17      -   1.00000389  x   0.99960075  =   0.99960464
 CK4333
 CK4333                          SUPERSEDED SURVEY CONTROL
 CK4333
 CK4333  NAD 83(1995)-  32 17 27.69096(N)    080 55 01.75433(W) AD(       ) 1
 CK4333  NAD 83(1986)-  32 17 27.70207(N)    080 55 01.76115(W) AD(       ) 1
 CK4333  NAD 27      -  32 17 26.99278(N)    080 55 02.37548(W) AD(       ) 1
 CK4333  NGVD 29 (10/12/88)    7.0    (m)           23.     (f) GPS OBS        
 CK4333
 CK4333.Superseded values are not recommended for survey control.
 CK4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4333.See file dsdata.txt to determine how the superseded data were derived.
 CK4333
 CK4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0780072697(NAD 83)
 CK4333_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4333_SP_SET: CONCRETE POST
 CK4333_STAMPING: 7 219 1985
 CK4333_MARK LOGO: NGS   
 CK4333_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4333+STABILITY: SURFACE MOTION
 CK4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4333+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1987
 CK4333
 CK4333  HISTORY     - Date     Condition        Report By
 CK4333  HISTORY     - 1985     MONUMENTED       NGS
 CK4333  HISTORY     - 1985     GOOD             NGS
 CK4333  HISTORY     - 19871221 GOOD             SCGS
 CK4333  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 CK4333  HISTORY     - 20030505 MARK NOT FOUND   SCGS
 CK4333
 CK4333                          STATION DESCRIPTION
 CK4333
 CK4333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4333'THE STATION IS LOCATED 8.0 KM (5.0 MI) NORTHEAST OF PRITCHARDVILLE,
 CK4333'7.2 KM (4.5 MI) NORTHWEST OF BLUFFTON, 2.9 KM (1.8 MI) EAST OF THE
 CK4333'JUNCTION OF U.S. HIGHWAY 278 AND STATE HIGHWAY 170, ON THE
 CK4333'RIGHT-OF-WAY OF HIGHWAY 278, ALONG A PASTURE FENCE.
 CK4333'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4333'
 CK4333'TO REACH FROM THE JUNCTION OF HIGHWAYS 170 AND 278, GO EAST ON
 CK4333'HIGHWAY 278 FOR 2.0 KM (1.25 MI) TO THE STATION ON THE RIGHT, AT
 CK4333'END OF A LONG STRAIGHT SECTION OF HIGHWAY.
 CK4333'
 CK4333'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 219
 CK4333'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4333'POST 5 CM BELOW GROUND.  IT IS 9.0 METERS SOUTH OF THE HIGHWAY
 CK4333'CENTER, 20.5 METERS SOUTH OF A UTILITY POLE WITH TRANSFORMER, 0.6
 CK4333'METER NORTH OF A FIBERGLASS WITNESS POST, 19.7 METERS EAST OF THE
 CK4333'CENTER OF A HORIZONTAL FENCE BRACE, AND 401 METERS EAST OF A ROAD
 CK4333'LEADING NORTH THROUGH TWO PILLARS.  THE SUBSURFACE DISK IS SET IN
 CK4333'THE TOP OF AN IRREGULAR CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4333'
 CK4333'THIS STATION IS INTERVISIBLE WITH STATION 7 220.  STATION WAS
 CK4333'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4333
 CK4333                          STATION RECOVERY (1985)
 CK4333
 CK4333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4333'RECOVERED IN GOOD CONDITION.
 CK4333
 CK4333                          STATION RECOVERY (1987)
 CK4333
 CK4333'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 CK4333'RECOVERED IN GOOD CONDITION, IT WAS REPORTED TO SCGS THAT THIS STATION
 CK4333'WAS GOING TO BE DESTROYED IN THE NEAR FUTURE, A RESET STATION WAS SET
 CK4333'NEARBY AND TIED TO.
 CK4333'THE STATION IS INTERVISIBLE WITH STATIONS 7 219 2, 7 220 AND 7 220 2.
 CK4333'RECOVERED BY D.D. WOODS.
 CK4333
 CK4333                          STATION RECOVERY (2002)
 CK4333
 CK4333'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK4333'NOT FOUND.  CONSTRUCTION HERE AND MARKER MAY BE LOST.
 CK4333
 CK4333                          STATION RECOVERY (2003)
 CK4333
 CK4333'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4333'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK4333'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK4333'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY HIGHWAY
 CK4333'CONSTRUCTION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6287 ***********************************************************************
 CK6287  HT_MOD      -  This is a Height Modernization Survey Station.
 CK6287  DESIGNATION -  7 219 2
 CK6287  PID         -  CK6287
 CK6287  STATE/COUNTY-  SC/BEAUFORT
 CK6287  USGS QUAD   -  JASPER (1979)
 CK6287
 CK6287                         *CURRENT SURVEY CONTROL
 CK6287  ___________________________________________________________________
 CK6287* NAD 83(2001)-  32 17 28.34380(N)    080 55 02.69960(W)     ADJUSTED  
 CK6287* NAVD 88     -         6.60   (meters)      21.7    (feet)  GPS OBS   
 CK6287  ___________________________________________________________________
 CK6287  X           -     851,936.350 (meters)                     COMP
 CK6287  Y           -  -5,329,188.988 (meters)                     COMP
 CK6287  Z           -   3,387,759.450 (meters)                     COMP
 CK6287  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CK6287  ELLIP HEIGHT-         -24.91  (meters)          (03/13/03) GPS OBS
 CK6287  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 CK6287
 CK6287  HORZ ORDER  -  FIRST
 CK6287  ELLP ORDER  -  FOURTH    CLASS II
 CK6287
 CK6287.The horizontal coordinates were established by GPS observations
 CK6287.and adjusted by the National Geodetic Survey in March 2003..
 CK6287
 CK6287.The orthometric height was determined by GPS observations and a
 CK6287.high-resolution geoid model using precise GPS observation and
 CK6287.processing techniques.
 CK6287
 CK6287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6287
 CK6287.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6287
 CK6287.The ellipsoidal height was determined by GPS observations
 CK6287.and is referenced to NAD 83.
 CK6287
 CK6287.The geoid height was determined by GEOID03.
 CK6287
 CK6287;                    North         East     Units Scale Factor Converg.
 CK6287;SPC SC       -    50,785.129   617,379.426   MT  1.00008005   +0 02 44.8
 CK6287;SPC SC       -   166,617.88  2,025,523.05   iFT  1.00008005   +0 02 44.8
 CK6287;UTM  17      - 3,572,717.485   507,775.694   MT  0.99960075   +0 02 38.8
 CK6287
 CK6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6287!SPC SC       -   1.00000391  x   1.00008005  =   1.00008396
 CK6287!UTM  17      -   1.00000391  x   0.99960075  =   0.99960466
 CK6287
 CK6287                          SUPERSEDED SURVEY CONTROL
 CK6287
 CK6287  NAD 83(1995)-  32 17 28.34371(N)    080 55 02.69975(W) AD(       ) 1
 CK6287  ELLIP H (12/20/99)  -24.85   (m)                       GP(       ) 4 1
 CK6287  NAD 83(1986)-  32 17 28.35444(N)    080 55 02.70675(W) AD(       ) 1
 CK6287  NAD 83(1986)-  32 17 28.35500(N)    080 55 02.70602(W) AD(       ) 3
 CK6287  NGVD 29 (06/03/93)    6.9    (m)           23.     (f) H LEVEL        
 CK6287
 CK6287.Superseded values are not recommended for survey control.
 CK6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6287.See file dsdata.txt to determine how the superseded data were derived.
 CK6287
 CK6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0777672717(NAD 83)
 CK6287_MARKER: DH = HORIZONTAL CONTROL DISK
 CK6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6287_SP_SET: CONCRETE POST
 CK6287_STAMPING: 7 219 2 1987
 CK6287_MARK LOGO: NGS   
 CK6287_PROJECTION: RECESSED 3 CENTIMETERS
 CK6287_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6287+STABILITY: SURFACE MOTION
 CK6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6287+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 CK6287
 CK6287  HISTORY     - Date     Condition        Report By
 CK6287  HISTORY     - 1987     MONUMENTED       SCGS
 CK6287  HISTORY     - 19961210 GOOD             SCGS
 CK6287  HISTORY     - 19970312 GOOD             USPSQD
 CK6287  HISTORY     - 20030130 GOOD             SCGS
 CK6287
 CK6287                          STATION DESCRIPTION
 CK6287
 CK6287'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 CK6287'STATION IS LOCATED 4.8 MILES NORTHWEST OF BLUFFTON. OWNERSHIP--SCDHPT,
 CK6287'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6287'803-737-1350.
 CK6287'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 278
 CK6287'AND STATE HIGHWAY 170 (5.7 MILES NORTHWEST OF BLUFFTON), GO SOUTHEAST
 CK6287'ON HIGHWAY 278 FOR 1.25 MILES TO THE STATION ON THE LEFT NEAR A STEEL
 CK6287'PIPE FENCE LINE WITH CONCRETE FENCE POSTS BORDERED BY A WIRE FENCE
 CK6287'LINE AT A STEEL GATE ENTRANCE TO AN OPEN FIELD.
 CK6287'STATION IS A CONCRETE POST RECESSED 2 INCHES AND 2.0 FEET BELOW THE
 CK6287'HIGHWAY, 3.3 FEET SOUTH OF THE STEEL PIPE FENCE LINE, 56.5 FEET EAST
 CK6287'OF THE CENTER OF THE FIELD ENTRANCE, 53.4 FEET NORTH OF THE CENTER OF
 CK6287'THE WESTBOUND LANES OF THE HIGHWAY, 36.4 FEET EAST SOUTHEAST OF A
 CK6287'POWER POLE, 2.3 FEET SOUTH OF A WITNESS POST.
 CK6287'THE STATION IS INTERVISIBLE WITH STATIONS 7 219, 7 220 AND 7 220 2.
 CK6287'DESCRIBED BY D.D. WOODS.
 CK6287
 CK6287                          STATION RECOVERY (1996)
 CK6287
 CK6287'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK6287'STATION IS LOCATED 17.4 MILES (28.0 KM) SOUTHWEST OF BEAUFORT, 4.9
 CK6287'MILES (7.9 KM) NORTHWEST OF BLUFFTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK6287'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK6287'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 CK6287'HIGHWAY 278 AND STATE HIGHWAY 170 (5.7 MILES NORTHWEST OF BLUFFTON) ,
 CK6287'GO SOUTHEAST ON HIGHWAY 278 FOR 1.25 MILES (2.01 KM) TO THE STATION ON
 CK6287'THE LEFT NEAR A FENCE LINE ON THE NORTH SIDE OF THE WESTBOUND LANES.
 CK6287'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT
 CK6287'(0.3 M) ABOVE THE HIGHWAY, 53.5 FEET (16.3 M) NORTH OF THE CENTER OF
 CK6287'THE WESTBOUND LANES OF THE HIGHWAY, 4.1 FEET (1.2 M) SOUTHEAST OF A
 CK6287'CONCRETE FENCE POST, 3.2 FEET (1.0 M) SOUTH OF THE FENCE LINE, 35.9
 CK6287'FEET (10.9 M) EAST SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE
 CK6287'WASHER ATTACHED, 2.2 FEET (0.7 M) SOUTH OF A WITNESS POST.  RECOVERED
 CK6287'BY R.W.  ROBERTS.
 CK6287
 CK6287                          STATION RECOVERY (1997)
 CK6287
 CK6287'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK6287'RECOVERED IN GOOD CONDITION.
 CK6287
 CK6287                          STATION RECOVERY (2003)
 CK6287
 CK6287'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK6287'STATION IS LOCATED 5.0 MILES NORTHWEST OF BLUFFTON, 17.4 MILES
 CK6287'SOUTHWEST OF BEAUFORT.   OWNERSHIP--SCDOT, DIRECTOR OF
 CK6287'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK6287'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 CK6287'HIGHWAY 278 AND STATE  HIGHWAY 170, 5.9 MILES NORTHWEST OF BLUFFTON,
 CK6287'GO SOUTHEAST ON HIGHWAY 278 FOR 1.25  MILES TO THE STATION ON THE LEFT
 CK6287'NEAR A FENCE LINE ON THE NORTH SIDE OF THE  WEST BOUND LANES. STATION
 CK6287'IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE HIGHWAY, 53.4
 CK6287'FEET  NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, 3.7
 CK6287'FEET SOUTHEAST  OF A CONCRETE FENCE POST, 3.3 FEET SOUTH OF THE FENCE
 CK6287'LINE, 36.0 FEET EAST OF A  POWER POLE WITH A SCGS REFERENCE WASHER
 CK6287'ATTACHED, 3.9 FEET WEST SOUTHWEST OF A  WOODEN GATE POST, 2.3 FEET
 CK6287'SOUTH OF A WITNESS POST. RECOVERED BY J.B. SMOAK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4334 ***********************************************************************
 CK4334  DESIGNATION -  7 220
 CK4334  PID         -  CK4334
 CK4334  STATE/COUNTY-  SC/BEAUFORT
 CK4334  USGS QUAD   -  JASPER (1979)
 CK4334
 CK4334                         *CURRENT SURVEY CONTROL
 CK4334  ___________________________________________________________________
 CK4334* NAD 83(2001)-  32 17 23.32609(N)    080 55 27.13470(W)     ADJUSTED  
 CK4334* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 CK4334  ___________________________________________________________________
 CK4334  X           -     851,318.036 (meters)                     COMP
 CK4334  Y           -  -5,329,371.335 (meters)                     COMP
 CK4334  Z           -   3,387,628.743 (meters)                     COMP
 CK4334  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CK4334  ELLIP HEIGHT-         -25.00  (meters)          (12/20/99) GPS OBS
 CK4334  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 CK4334
 CK4334  HORZ ORDER  -  FIRST
 CK4334  ELLP ORDER  -  FOURTH    CLASS I
 CK4334
 CK4334.The horizontal coordinates were established by GPS observations
 CK4334.and adjusted by the National Geodetic Survey in March 2004..
 CK4334
 CK4334.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4334
 CK4334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4334
 CK4334.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4334
 CK4334.The ellipsoidal height was determined by GPS observations
 CK4334.and is referenced to NAD 83.
 CK4334
 CK4334.The geoid height was determined by GEOID03.
 CK4334
 CK4334;                    North         East     Units Scale Factor Converg.
 CK4334;SPC SC       -    50,630.064   616,740.149   MT  1.00008063   +0 02 31.3
 CK4334;SPC SC       -   166,109.13  2,023,425.69   iFT  1.00008063   +0 02 31.3
 CK4334;UTM  17      - 3,572,562.513   507,136.719   MT  0.99960063   +0 02 25.8
 CK4334
 CK4334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4334!SPC SC       -   1.00000393  x   1.00008063  =   1.00008456
 CK4334!UTM  17      -   1.00000393  x   0.99960063  =   0.99960455
 CK4334
 CK4334                          SUPERSEDED SURVEY CONTROL
 CK4334
 CK4334  NAD 83(1995)-  32 17 23.32604(N)    080 55 27.13515(W) AD(       ) 1
 CK4334  NAD 83(1986)-  32 17 23.33717(N)    080 55 27.14191(W) AD(       ) 1
 CK4334  NAD 27      -  32 17 22.62782(N)    080 55 27.75606(W) AD(       ) 1
 CK4334  NGVD 29 (10/12/88)    6.7    (m)           22.     (f) GPS OBS        
 CK4334
 CK4334.Superseded values are not recommended for survey control.
 CK4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4334.See file dsdata.txt to determine how the superseded data were derived.
 CK4334
 CK4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0713772563(NAD 83)
 CK4334_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4334_SP_SET: CONCRETE POST
 CK4334_STAMPING: 7 220 1985
 CK4334_MARK LOGO: NGS   
 CK4334_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4334+STABILITY: SURFACE MOTION
 CK4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4334+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1987
 CK4334
 CK4334  HISTORY     - Date     Condition        Report By
 CK4334  HISTORY     - 1985     MONUMENTED       NGS
 CK4334  HISTORY     - 1985     GOOD             NGS
 CK4334  HISTORY     - 19871221 GOOD             SCGS
 CK4334  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 CK4334  HISTORY     - 20030505 MARK NOT FOUND   SCGS
 CK4334
 CK4334                          STATION DESCRIPTION
 CK4334
 CK4334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4334'THE STATION IS LOCATED 7.2 KM (4.5 MI) NORTH-NORTHEAST OF
 CK4334'PRITCHARDVILLE, 7.7 KM (4.8 MI) NORTHWEST OF BLUFFTON, 1.3 KM (0.8
 CK4334'MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 278 AND STATE HIGHWAY 170,
 CK4334'ON THE RIGHT-OF-WAY OF HIGHWAY 278, ALONG A PASTURE FENCE.
 CK4334'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4334'
 CK4334'TO REACH FROM THE JUNCTION OF HIGHWAYS 170 AND 278, GO EAST ON
 CK4334'HIGHWAY 278 FOR 0.88 KM (0.55 MI) TO A BRIDGE.  CONTINUE AHEAD FOR
 CK4334'0.44 KM (0.3 MI) TO THE STATION ON THE LEFT AT A T-FENCE CORNER.
 CK4334'
 CK4334'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 220
 CK4334'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4334'POST 5 CM BELOW GROUND.  IT IS 9.1 METERS NORTH OF THE HIGHWAY
 CK4334'CENTER, 0.4 METER SOUTH OF A FIBERGLASS WITNESS POST IN THE
 CK4334'FENCELINE, 5.8 METERS WEST OF THE T-FENCE CORNER, AND 28.4 METERS
 CK4334'EAST OF A UTILITY POLE AT TELEPHONE PEDESTAL 2300/9/4.  THE
 CK4334'SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.2
 CK4334'METERS BELOW GROUND.
 CK4334'
 CK4334'THIS STATION IS INTERVISIBLE WITH STATION 7 219.  STATION WAS
 CK4334'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4334
 CK4334                          STATION RECOVERY (1985)
 CK4334
 CK4334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4334'RECOVERED IN GOOD CONDITION.
 CK4334
 CK4334                          STATION RECOVERY (1987)
 CK4334
 CK4334'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 CK4334'RECOVERED IN GOOD CONDITION, IT WAS REPORTED TO SCGS THAT THIS STATION
 CK4334'WAS GOING TO BE DESTROYED IN THE NEAR FUTURE, A RESET STATION WAS SET
 CK4334'NEARBY AND TIED TO.
 CK4334'THE STATION IS INTERVISIBLE WITH STATIONS 7 219, 7 219 2 AND 7 220 2.
 CK4334'RECOVERED BY D.D. WOODS.
 CK4334
 CK4334                          STATION RECOVERY (2002)
 CK4334
 CK4334'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK4334'NOT FOUND.  SEARCHED NEAR SEVERAL TELEPHONE BOXES.  NUMBERS HAVE BEEN
 CK4334'CHANGED AND DO NOT MATCH DESCRIPTION.
 CK4334
 CK4334                          STATION RECOVERY (2003)
 CK4334
 CK4334'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4334'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK4334'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK4334'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY HIGHWAY
 CK4334'CONSTRUCTION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4335 ***********************************************************************
 CK4335  DESIGNATION -  7 221
 CK4335  PID         -  CK4335
 CK4335  STATE/COUNTY-  SC/BEAUFORT
 CK4335  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK4335
 CK4335                         *CURRENT SURVEY CONTROL
 CK4335  ___________________________________________________________________
 CK4335* NAD 83(2001)-  32 19 16.63436(N)    080 36 18.90381(W)     ADJUSTED  
 CK4335* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 CK4335  ___________________________________________________________________
 CK4335  X           -     880,666.974 (meters)                     COMP
 CK4335  Y           -  -5,322,705.325 (meters)                     COMP
 CK4335  Z           -   3,390,576.146 (meters)                     COMP
 CK4335  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CK4335  ELLIP HEIGHT-         -29.87  (meters)          (12/20/99) GPS OBS
 CK4335  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK4335
 CK4335  HORZ ORDER  -  FIRST
 CK4335  ELLP ORDER  -  FOURTH    CLASS I
 CK4335
 CK4335.The horizontal coordinates were established by GPS observations
 CK4335.and adjusted by the National Geodetic Survey in March 2004..
 CK4335
 CK4335.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4335
 CK4335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4335
 CK4335.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4335
 CK4335.The ellipsoidal height was determined by GPS observations
 CK4335.and is referenced to NAD 83.
 CK4335
 CK4335.The geoid height was determined by GEOID03.
 CK4335
 CK4335;                    North         East     Units Scale Factor Converg.
 CK4335;SPC SC       -    54,188.976   646,772.837   MT  1.00006772   +0 13 07.9
 CK4335;SPC SC       -   177,785.35  2,121,958.13   iFT  1.00006772   +0 13 07.9
 CK4335;UTM  17      - 3,576,117.309   537,155.669   MT  0.99961702   +0 12 39.8
 CK4335
 CK4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4335!SPC SC       -   1.00000469  x   1.00006772  =   1.00007241
 CK4335!UTM  17      -   1.00000469  x   0.99961702  =   0.99962171
 CK4335
 CK4335:                Primary Azimuth Mark                     Grid Az
 CK4335:SPC SC       -  7 222                                    332 35 49.5
 CK4335:UTM  17      -  7 222                                    332 36 17.6
 CK4335
 CK4335|---------------------------------------------------------------------|
 CK4335| PID    Reference Object                     Distance      Geod. Az  |
 CK4335|                                                           dddmmss.s |
 CK4335| CK4336 7 222                               443.114 METERS 3324857.4 |
 CK4335|---------------------------------------------------------------------|
 CK4335
 CK4335                          SUPERSEDED SURVEY CONTROL
 CK4335
 CK4335  NAD 83(1995)-  32 19 16.63408(N)    080 36 18.90376(W) AD(       ) 1
 CK4335  NAD 83(1986)-  32 19 16.64531(N)    080 36 18.91528(W) AD(       ) 1
 CK4335  NAD 27      -  32 19 15.93779(N)    080 36 19.50954(W) AD(       ) 1
 CK4335  NGVD 29 (10/12/88)    2.2    (m)            7.     (f) GPS OBS        
 CK4335
 CK4335.Superseded values are not recommended for survey control.
 CK4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4335.See file dsdata.txt to determine how the superseded data were derived.
 CK4335
 CK4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3715676117(NAD 83)
 CK4335_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4335_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4335+STABILITY: SURFACE MOTION
 CK4335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4335+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1987
 CK4335
 CK4335  HISTORY     - Date     Condition        Report By
 CK4335  HISTORY     - 1985     MONUMENTED       NGS
 CK4335  HISTORY     - 19870209 GOOD
 CK4335  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK4335  HISTORY     - 20030430 MARK NOT FOUND   SCGS
 CK4335
 CK4335                          STATION DESCRIPTION
 CK4335
 CK4335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4335'THE STATION IS LOCATED ON ST. HELENA ISLAND, 8.8 KM (5.5 MI)
 CK4335'SOUTH-SOUTHWEST OF FROGMORE, 4.8 KM (3.3 MI) NORTHEAST OF THE ROAD
 CK4335'END AT LANDS END, AT A COUNTY BOAT LANDING ON STATION CREEK.
 CK4335'OWNERSHIP--BEAUFORT COUNTY.
 CK4335'
 CK4335'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 21 AND S-7-45 (JUST EAST
 CK4335'OF THE FROGMORE POST OFFICE), GO SOUTH ON S-7-45 FOR 2.21 KM (1.4
 CK4335'MI) TO A FORK.  BEAR LEFT, SOUTHERLY, ON S-7-37 FOR 2.0 KM (1.25
 CK4335'MI) TO A T-ROAD.  TURN RIGHT, SOUTHWEST, ON S-7-77 FOR 4.8 KM (3.8
 CK4335'MI) TO A PAVED ROAD RIGHT (S-7-169).  CONTINUE AHEAD FOR 1.35 KM
 CK4335'(0.85 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTHEAST, ON S-7-477
 CK4335'FOR 0.42 KM (0.25 MI) TO THE END OF THE ROAD AT A CONCRETE RAMP
 CK4335'AND THE STATION ON THE LEFT.
 CK4335'
 CK4335'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 221
 CK4335'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4335'POST PROJECTING 2 CM.  IT IS 0.8 METER NORTH OF A FIBERGLASS
 CK4335'WITNESS POST, 11.2 METERS NORTHEAST OF THE NORTH CORNER OF THE
 CK4335'CONCRETE RAMP, 51.7 METERS SOUTHEAST OF A UTILITY POLE WITH LIGHT,
 CK4335'1.2 METERS SOUTHEAST OF THE PAVED   PARKING LOT EDGE, AND 10.5
 CK4335'METERS WEST OF THE HIGH WATER LINE.  THE SUBSURFACE DISK IS SET IN
 CK4335'THE TOP OF A IRREGULAR CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4335'
 CK4335'THIS STATION IS INTERVISIBLE WITH STATION 7 222.  STATION WAS
 CK4335'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4335
 CK4335                          STATION RECOVERY (1987)
 CK4335
 CK4335'RECOVERED 1987
 CK4335'RECOVERED IN GOOD CONDITION.
 CK4335
 CK4335                          STATION RECOVERY (2002)
 CK4335
 CK4335'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK4335'NOT FOUND.  THERE IS A RAMP BUILT BESIDE THE CONCRETE LAUNCH RAMP THAT
 CK4335'MAY COVER THE MARKER.
 CK4335
 CK4335                          STATION RECOVERY (2003)
 CK4335
 CK4335'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4335'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK4335'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK4335'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY A NEW
 CK4335'BOAT RAMP. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4336 ***********************************************************************
 CK4336  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4336  DESIGNATION -  7 222
 CK4336  PID         -  CK4336
 CK4336  STATE/COUNTY-  SC/BEAUFORT
 CK4336  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK4336
 CK4336                         *CURRENT SURVEY CONTROL
 CK4336  ___________________________________________________________________
 CK4336* NAD 83(2001)-  32 19 29.43055(N)    080 36 26.64366(W)     ADJUSTED  
 CK4336* NAVD 88     -         2.94   (meters)       9.6    (feet)  GPS OBS   
 CK4336  ___________________________________________________________________
 CK4336  X           -     880,432.982 (meters)                     COMP
 CK4336  Y           -  -5,322,531.236 (meters)                     COMP
 CK4336  Z           -   3,390,909.747 (meters)                     COMP
 CK4336  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CK4336  ELLIP HEIGHT-         -28.91  (meters)          (06/28/04) GPS OBS
 CK4336  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK4336
 CK4336  HORZ ORDER  -  FIRST
 CK4336  ELLP ORDER  -  FOURTH    CLASS I
 CK4336
 CK4336.The horizontal coordinates were established by GPS observations
 CK4336.and adjusted by the National Geodetic Survey in March 2004..
 CK4336
 CK4336.The orthometric height was determined by GPS observations and a
 CK4336.high-resolution geoid model using precise GPS observation and
 CK4336.processing techniques.
 CK4336
 CK4336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4336
 CK4336.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4336
 CK4336.The ellipsoidal height was determined by GPS observations
 CK4336.and is referenced to NAD 83.
 CK4336
 CK4336.The geoid height was determined by GEOID03.
 CK4336
 CK4336;                    North         East     Units Scale Factor Converg.
 CK4336;SPC SC       -    54,582.395   646,568.882   MT  1.00006628   +0 13 03.6
 CK4336;SPC SC       -   179,076.10  2,121,288.98   iFT  1.00006628   +0 13 03.6
 CK4336;UTM  17      - 3,576,510.578   536,951.859   MT  0.99961684   +0 12 35.8
 CK4336
 CK4336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4336!SPC SC       -   1.00000454  x   1.00006628  =   1.00007082
 CK4336!UTM  17      -   1.00000454  x   0.99961684  =   0.99962138
 CK4336
 CK4336:                Primary Azimuth Mark                     Grid Az
 CK4336:SPC SC       -  7 221                                    152 35 49.6
 CK4336:UTM  17      -  7 221                                    152 36 17.4
 CK4336
 CK4336|---------------------------------------------------------------------|
 CK4336| PID    Reference Object                     Distance      Geod. Az  |
 CK4336|                                                           dddmmss.s |
 CK4336| CK4335 7 221                               443.114 METERS 1524853.2 |
 CK4336|---------------------------------------------------------------------|
 CK4336
 CK4336                          SUPERSEDED SURVEY CONTROL
 CK4336
 CK4336  NAD 83(1986)-  32 19 29.44156(N)    080 36 26.65156(W) AD(       ) 1
 CK4336  NAD 83(1995)-  32 19 29.43020(N)    080 36 26.64390(W) AD(       ) 1
 CK4336  ELLIP H (12/20/99)  -28.88   (m)                       GP(       ) 4 1
 CK4336  NAD 83(1986)-  32 19 29.44165(N)    080 36 26.65400(W) AD(       ) 1
 CK4336  NAD 27      -  32 19 28.73253(N)    080 36 27.25830(W) AD(       ) 1
 CK4336  NGVD 29 (10/12/88)    3.2    (m)           10.     (f) GPS OBS        
 CK4336
 CK4336.Superseded values are not recommended for survey control.
 CK4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4336.See file dsdata.txt to determine how the superseded data were derived.
 CK4336
 CK4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3695276511(NAD 83)
 CK4336_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4336_STAMPING: 7 222 1985
 CK4336_MARK LOGO: NGS   
 CK4336_PROJECTION: RECESSED 5 CENTIMETERS
 CK4336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4336+STABILITY: SURFACE MOTION
 CK4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4336+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 CK4336
 CK4336  HISTORY     - Date     Condition        Report By
 CK4336  HISTORY     - 1985     MONUMENTED       NGS
 CK4336  HISTORY     - 19870209 GOOD
 CK4336  HISTORY     - 1990     GOOD             USPSQD
 CK4336  HISTORY     - 20020616 GOOD             USPSQD
 CK4336  HISTORY     - 20030430 GOOD             SCGS
 CK4336
 CK4336                          STATION DESCRIPTION
 CK4336
 CK4336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4336'THE STATION IS LOCATED ON ST. HELENA ISLAND, 8.4 KM (5.2 MI)
 CK4336'SOUTH-SOUTHWEST OF FROGMORE, 5.2 KM (3.2 MI) NORTHEAST OF THE ROAD
 CK4336'END AT LANDS END, 0.5 KM (0.3 MI) NORTH OF A COUNTY BOAT RAMP ON
 CK4336'STATION CREEK, ON THE RIGHT-OF-WAY OF S-7-77.  OWNERSHIP--SOUTH
 CK4336'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4336'
 CK4336'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 21 AND S-7-45 (JUST EAST
 CK4336'OF THE FROGMORE POST OFFICE), GO SOUTH ON S-7-45 FOR 2.21 KM (1.4
 CK4336'MI) TO A FORK.  BEAR LEFT, SOUTHERLY, ON S-7-37 FOR 2.0 KM (1.25
 CK4336'MI) TO A T-ROAD.  TURN RIGHT, SOUTHWEST, ON S-7-77 FOR 4.8 KM (3.0
 CK4336'MI) TO A PAVED ROAD RIGHT (S-7-169).  CONTINUE AHEAD FOR 1.19 KM
 CK4336'(0.75 MI) TO A FIRE HYDRANT AND THE STATION ON THE LEFT.
 CK4336'
 CK4336'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 222
 CK4336'1985---. THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4336'POST 4 CM BELOW GROUND.  IT IS 4.9 METERS SOUTHEAST OF THE ROAD
 CK4336'CENTER, 13.0 METERS SOUTHWEST OF A FIELD ENTRANCE CENTER, 21.3
 CK4336'METERS SOUTHWEST OF THE HYDRANT, 0.6 METER NORTHEAST OF A
 CK4336'FIBERGLASS WITNESS POST, 56.6 METERS SOUTH-SOUTHWEST OF UTILITY
 CK4336'POLE 281462, AND 39.2 METERS EAST-NORTHEAST OF UTILITY POLE 1576.
 CK4336'THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS
 CK4336'1.2 METERS BELOW GROUND.
 CK4336'
 CK4336'THIS STATION IS INTERVISIBLE WITH STATION 7 221.  STATION WAS
 CK4336'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4336
 CK4336                          STATION RECOVERY (1987)
 CK4336
 CK4336'RECOVERED 1987
 CK4336'RECOVERED IN GOOD CONDITION.
 CK4336
 CK4336                          STATION RECOVERY (1990)
 CK4336
 CK4336'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK4336'RECOVERED IN GOOD CONDITION.
 CK4336
 CK4336                          STATION RECOVERY (2002)
 CK4336
 CK4336'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK4336'RECOVERED IN GOOD CONDITION.
 CK4336
 CK4336                          STATION RECOVERY (2003)
 CK4336
 CK4336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4336'STATION IS LOCATED 8.2 MILES SOUTHEAST OF BEAUFORT. OWNERSHIP--SCDOT,
 CK4336'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4336'803-737-1350. TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 21
 CK4336'(SEA ISLAND PARKWAY)  AND STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 1.65
 CK4336'MILES SOUTHEAST OF BEAUFORT, GO  SOUTHEAST ON HIGHWAY 21 FOR 4.7 MILES
 CK4336'TO THE JUNCTION OF STATE ROAD 45 (M.L.  KING JR. DRIVE), TURN RIGHT ON
 CK4336'ROAD 45 FOR 1.35 MILES TO A Y-JUNCTION OF STATE  ROAD 37 (CLUB BRIDGE
 CK4336'ROAD), BEAR LEFT ON ROAD 37 FOR 1.2 MILES TO THE JUNCTION OF  STATE
 CK4336'ROAD 77 (SEASIDE DRIVE), TURN RIGHT ON ROAD 77 FOR 3.0 MILES TO THE
 CK4336'JUNCTION OF STATE ROAD 169 (CUFFY ROAD) RIGHT AND A SAND ROAD (MARTHAS
 CK4336'LANE)  LEFT, CONTINUE ON ROAD 77 FOR 0.75 MILE TO THE STATION ON THE
 CK4336'LEFT NEAR A FIRE  HYDRANT IN THE SOUTH ANGLE OF A FIELD ACCESS ROAD
 CK4336'LEFT LEADING SOUTHEAST INTO A PECAN  GROVE. STATION IS A CONCRETE POST
 CK4336'RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD, 16.1 FEET  SOUTHEAST OF THE
 CK4336'CENTER OF THE ROAD, 72.0 FEET SOUTHWEST OF THE FIRE HYDRANT, 41.7
 CK4336'FEET SOUTHWEST OF THE CENTER OF THE FIELD ACCESS ROAD, 54.7 FEET NORTH
 CK4336'NORTHEAST OF A  1.0-FOOT PALMETTO TREE, 114.7 FEET SOUTHWEST OF A
 CK4336'DECORATIVE LAMP POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4338 ***********************************************************************
 CK4338  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4338  DESIGNATION -  7 224
 CK4338  PID         -  CK4338
 CK4338  STATE/COUNTY-  SC/BEAUFORT
 CK4338  USGS QUAD   -  FROGMORE (1956)
 CK4338
 CK4338                         *CURRENT SURVEY CONTROL
 CK4338  ___________________________________________________________________
 CK4338* NAD 83(2001)-  32 23 59.01297(N)    080 34 05.42020(W)     ADJUSTED  
 CK4338* NAVD 88     -         3.28   (meters)      10.8    (feet)  GPS OBS   
 CK4338  ___________________________________________________________________
 CK4338  X           -     883,348.594 (meters)                     COMP
 CK4338  Y           -  -5,317,542.619 (meters)                     COMP
 CK4338  Z           -   3,397,924.229 (meters)                     COMP
 CK4338  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CK4338  ELLIP HEIGHT-         -28.57  (meters)          (06/28/04) GPS OBS
 CK4338  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK4338
 CK4338  HORZ ORDER  -  FIRST
 CK4338  ELLP ORDER  -  FOURTH    CLASS I
 CK4338
 CK4338.The horizontal coordinates were established by GPS observations
 CK4338.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4338
 CK4338.The orthometric height was determined by GPS observations and a
 CK4338.high-resolution geoid model using precise GPS observation and
 CK4338.processing techniques.
 CK4338
 CK4338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4338
 CK4338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4338
 CK4338.The ellipsoidal height was determined by GPS observations
 CK4338.and is referenced to NAD 83.
 CK4338
 CK4338.The geoid height was determined by GEOID03.
 CK4338
 CK4338;                    North         East     Units Scale Factor Converg.
 CK4338;SPC SC       -    62,901.608   650,228.116   MT  1.00003682   +0 14 21.9
 CK4338;SPC SC       -   206,370.10  2,133,294.34   iFT  1.00003682   +0 14 21.9
 CK4338;UTM  17      - 3,584,825.687   540,610.653   MT  0.99962034   +0 13 53.0
 CK4338
 CK4338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4338!SPC SC       -   1.00000449  x   1.00003682  =   1.00004131
 CK4338!UTM  17      -   1.00000449  x   0.99962034  =   0.99962482
 CK4338
 CK4338:                Primary Azimuth Mark                     Grid Az
 CK4338:SPC SC       -  7 223                                    080 12 41.2
 CK4338:UTM  17      -  7 223                                    080 13 10.1
 CK4338
 CK4338|---------------------------------------------------------------------|
 CK4338| PID    Reference Object                     Distance      Geod. Az  |
 CK4338|                                                           dddmmss.s |
 CK4338| CK4337 7 223                               468.137 METERS 0802703.1 |
 CK4338|---------------------------------------------------------------------|
 CK4338
 CK4338                          SUPERSEDED SURVEY CONTROL
 CK4338
 CK4338  NAD 83(1986)-  32 23 59.02383(N)    080 34 05.42767(W) AD(       ) 1
 CK4338  NAD 83(2001)-  32 23 59.01277(N)    080 34 05.42054(W) AD(       ) 1
 CK4338  NAD 83(1995)-  32 23 59.01245(N)    080 34 05.42044(W) AD(       ) 1
 CK4338  ELLIP H (12/20/99)  -28.53   (m)                       GP(       ) 4 1
 CK4338  NAD 83(1986)-  32 23 59.02399(N)    080 34 05.43033(W) AD(       ) 1
 CK4338  NAD 27      -  32 23 58.32671(N)    080 34 06.04062(W) AD(       ) 1
 CK4338  NGVD 29 (10/12/88)    3.5    (m)           11.     (f) GPS OBS        
 CK4338
 CK4338.Superseded values are not recommended for survey control.
 CK4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4338.See file dsdata.txt to determine how the superseded data were derived.
 CK4338
 CK4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR4061184826(NAD 83)
 CK4338_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4338_STAMPING: 7 224 1985
 CK4338_MARK LOGO: NGS   
 CK4338_PROJECTION: RECESSED 3 CENTIMETERS
 CK4338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4338+STABILITY: SURFACE MOTION
 CK4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4338+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 CK4338
 CK4338  HISTORY     - Date     Condition        Report By
 CK4338  HISTORY     - 1985     MONUMENTED       NGS
 CK4338  HISTORY     - 19870210 GOOD
 CK4338  HISTORY     - 19950326 GOOD             USPSQD
 CK4338  HISTORY     - 20020614 GOOD             USPSQD
 CK4338  HISTORY     - 20030428 GOOD             SCGS
 CK4338  HISTORY     - 20050705 GOOD             SCGS
 CK4338
 CK4338                          STATION DESCRIPTION
 CK4338
 CK4338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4338'THE STATION IS LOCATED ON ST. HELENA ISLAND, 0.8 KM (0.5 MI) EAST
 CK4338'OF THE JUNCTION OF U.S. HIGHWAY 21 AND S-7-45 IN FROGMORE, 0.6 KM
 CK4338'(0.4 MI) WEST OF THE WEST ENTRANCE TO THE ST. HELENA SCHOOL, ON THE
 CK4338'RIGHT-OF-WAY OF HIGHWAY 21.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT
 CK4338'OF HIGHWAYS.
 CK4338'
 CK4338'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 21 AND S-7-45 (JUST EAST
 CK4338'OF THE FROGMORE POST OFFICE), GO EAST ON HIGHWAY 21 FOR 0.83 KM
 CK4338'(0.5 MI) TO A DRIVEWAY AND THE STATION ON THE LEFT ACROSS THE
 CK4338'HIGHWAY FROM THE SYCAMORE GROCERY STORE.
 CK4338'
 CK4338'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 224
 CK4338'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4338'POST 2 CM BELOW GROUND.  IT IS 6.1 METERS NORTH-NORTHWEST OF THE
 CK4338'HIGHWAY CENTER, 6.7 METERS WEST-SOUTHWEST OF THE DRIVEWAY CENTER,
 CK4338'3.7 METERS SOUTHWEST OF THE WEST END OF A CONCRETE DRAIN PIPE, 18.0
 CK4338'METERS SOUTH OF UTILITY POLE 283578 (WITH TRANSFORMER), AND 43.1
 CK4338'METERS EAST OF A HYDRANT.  THE SUBSURFACE DISK IS SET IN THE TOP OF
 CK4338'AN IRREGULAR CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4338'
 CK4338'THIS STATION IS INTERVISIBLE WITH STATION 7 223.  STATION WAS
 CK4338'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4338
 CK4338                          STATION RECOVERY (1987)
 CK4338
 CK4338'RECOVERED 1987
 CK4338'RECOVERED IN GOOD CONDITION.
 CK4338
 CK4338                          STATION RECOVERY (1995)
 CK4338
 CK4338'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK4338'RECOVERED IN GOOD CONDITION.
 CK4338
 CK4338                          STATION RECOVERY (2002)
 CK4338
 CK4338'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK4338'MARKER IS NOW 5.5 INCHES BELOW GROUND.
 CK4338
 CK4338                          STATION RECOVERY (2003)
 CK4338
 CK4338'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4338'STATION IS LOCATED 6.35 MILES EAST SOUTHEAST OF BEAUFORT.
 CK4338'OWNERSHIP--SCDOT, DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191,
 CK4338'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK4338'JUNCTION U.S. HIGHWAY 21 (SEA ISLAND PARKWAY)  AND STATE HIGHWAY 802
 CK4338'(LADYS ISLAND DRIVE), 1.65 MILES SOUTHEAST OF BEAUFORT, GO  SOUTHEAST
 CK4338'ON HIGHWAY 21 FOR 4.7 MILES TO THE JUNCTION OF STATE ROAD 45 (M.L.
 CK4338'KING JR. DRIVE), CONTINUE ON HIGHWAY 21 FOR 0.5 MILE TO THE STATION ON
 CK4338'THE LEFT IN THE  NORTHWEST ANGLE OF A SAND DRIVEWAY LEADING TO A SMALL
 CK4338'CONCRETE BLOCK HOUSE NUMBER  955 AND ACROSS THE HIGHWAY FROM A SMALL
 CK4338'BUILDING (THE RIB PALACE). STATION IS A CONCRETE POST RECESSED 1.0
 CK4338'FOOT AND 1.0 FOOT BELOW THE HIGHWAY, 19.3 FEET  NORTH OF THE CENTER OF
 CK4338'THE HIGHWAY, 12.2 FEET SOUTHWEST OF THE WEST END OF A  1.5-FOOT
 CK4338'CONCRETE PIPE CULVERT BENEATH THE SAND DRIVEWAY, 141.4 FEET EAST OF A
 CK4338'FIRE  HYDRANT, 58.4 FEET SOUTH OF A TELEPHONE JUNCTION BOX RP/389/1,
 CK4338'58.5 FEET SOUTH OF A  POWER POLE NUMBER 75/283578 WITH GUY WIRE.
 CK4338'RECOVERED BY T. HALL.
 CK4338
 CK4338                          STATION RECOVERY (2005)
 CK4338
 CK4338'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4339 ***********************************************************************
 CK4339  DESIGNATION -  7 225
 CK4339  PID         -  CK4339
 CK4339  STATE/COUNTY-  SC/BEAUFORT
 CK4339  USGS QUAD   -  FROGMORE (1956)
 CK4339
 CK4339                         *CURRENT SURVEY CONTROL
 CK4339  ___________________________________________________________________
 CK4339* NAD 83(2001)-  32 23 49.24866(N)    080 36 26.58624(W)     ADJUSTED  
 CK4339* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 CK4339  ___________________________________________________________________
 CK4339  X           -     879,735.272 (meters)                     COMP
 CK4339  Y           -  -5,318,304.136 (meters)                     COMP
 CK4339  Z           -   3,397,669.761 (meters)                     COMP
 CK4339  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CK4339  ELLIP HEIGHT-         -29.52  (meters)          (12/20/99) GPS OBS
 CK4339  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CK4339
 CK4339  HORZ ORDER  -  FIRST
 CK4339  ELLP ORDER  -  FOURTH    CLASS I
 CK4339
 CK4339.The horizontal coordinates were established by GPS observations
 CK4339.and adjusted by the National Geodetic Survey in March 2004..
 CK4339
 CK4339.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4339
 CK4339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4339
 CK4339.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4339
 CK4339.The ellipsoidal height was determined by GPS observations
 CK4339.and is referenced to NAD 83.
 CK4339
 CK4339.The geoid height was determined by GEOID03.
 CK4339
 CK4339;                    North         East     Units Scale Factor Converg.
 CK4339;SPC SC       -    62,586.105   646,539.978   MT  1.00003786   +0 13 03.6
 CK4339;SPC SC       -   205,334.99  2,121,194.15   iFT  1.00003786   +0 13 03.6
 CK4339;UTM  17      - 3,584,510.810   536,924.017   MT  0.99961681   +0 12 37.3
 CK4339
 CK4339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4339!SPC SC       -   1.00000463  x   1.00003786  =   1.00004250
 CK4339!UTM  17      -   1.00000463  x   0.99961681  =   0.99962144
 CK4339
 CK4339                          SUPERSEDED SURVEY CONTROL
 CK4339
 CK4339  NAD 83(1995)-  32 23 49.24836(N)    080 36 26.58617(W) AD(       ) 1
 CK4339  NAD 83(1986)-  32 23 49.26012(N)    080 36 26.59627(W) AD(       ) 1
 CK4339  NAD 27      -  32 23 48.56365(N)    080 36 27.20685(W) AD(       ) 1
 CK4339  NGVD 29 (10/12/88)    2.5    (m)            8.     (f) GPS OBS        
 CK4339
 CK4339.Superseded values are not recommended for survey control.
 CK4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4339.See file dsdata.txt to determine how the superseded data were derived.
 CK4339
 CK4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3692484511(NAD 83)
 CK4339_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4339_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4339+STABILITY: SURFACE MOTION
 CK4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4339+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1987
 CK4339
 CK4339  HISTORY     - Date     Condition        Report By
 CK4339  HISTORY     - 1985     MONUMENTED       NGS
 CK4339  HISTORY     - 19870210 GOOD
 CK4339  HISTORY     - 19950326 GOOD             USPSQD
 CK4339  HISTORY     - 19980620 GOOD             USPSQD
 CK4339  HISTORY     - 20030428 MARK NOT FOUND   SCGS
 CK4339
 CK4339                          STATION DESCRIPTION
 CK4339
 CK4339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4339'THE STATION IS LOCATED 7.2 KM (4.5 MI) SOUTHEAST OF BEAUFORT, 2.7
 CK4339'KM (1.7 MI) WEST OF FROGMORE, ACROSS THE HIGHWAY FROM THE OAKS TRUE
 CK4339'HOLINESS CHURCH, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 21.
 CK4339'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4339'
 CK4339'TO REACH FROM THE JUNCTION OF HIGHWAY 21 AND S-7-45 (JUST EAST OF
 CK4339'THE FROGMORE POST OFFICE), GO WEST ON HIGHWAY 21 FOR 3.03 KM (1.9
 CK4339'MI) TO THE STATION ON THE RIGHT.
 CK4339'
 CK4339'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 225
 CK4339'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4339'POST 4 CM BELOW GROUND.  IT IS ON LINE WITH THE WEST WALL OF THE
 CK4339'CHURCH, 6.3 METERS NORTH OF THE HIGHWAY CENTER, 14.1 METERS
 CK4339'EAST-SOUTHEAST OF A UTILITY POLE, 15.6 METERS WEST-SOUTHWEST OF TWO
 CK4339'PALMETTO TREES, AND 19.3 METERS NORTHEAST OF A FIRE HYDRANT.  THE
 CK4339'SURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.2
 CK4339'METERS BELOW GROUND.
 CK4339'
 CK4339'THIS STATION IS INTERVISIBLE WITH TIDAL 8173 B NOS AND CORRA 2
 CK4339'1955.  STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED
 CK4339'BY SCGS.
 CK4339
 CK4339                          STATION RECOVERY (1987)
 CK4339
 CK4339'RECOVERED 1987
 CK4339'RECOVERED IN GOOD CONDITION.
 CK4339
 CK4339                          STATION RECOVERY (1995)
 CK4339
 CK4339'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK4339'RECOVERED IN GOOD CONDITION.
 CK4339
 CK4339                          STATION RECOVERY (1998)
 CK4339
 CK4339'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4339'RECOVERED IN GOOD CONDITION.
 CK4339
 CK4339                          STATION RECOVERY (2003)
 CK4339
 CK4339'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4339'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK4339'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK4339'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY HIGHWAY
 CK4339'RIGHT OF WAY MAINTENANCE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4340 ***********************************************************************
 CK4340  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4340  DESIGNATION -  7 226
 CK4340  PID         -  CK4340
 CK4340  STATE/COUNTY-  SC/BEAUFORT
 CK4340  USGS QUAD   -  BEAUFORT (1998)
 CK4340
 CK4340                         *CURRENT SURVEY CONTROL
 CK4340  ___________________________________________________________________
 CK4340* NAD 83(2001)-  32 27 54.27864(N)    080 43 34.67932(W)     ADJUSTED  
 CK4340* NAVD 88     -         7.21   (meters)      23.7    (feet)  GPS OBS   
 CK4340  ___________________________________________________________________
 CK4340  X           -     868,043.874 (meters)                     COMP
 CK4340  Y           -  -5,316,127.856 (meters)                     COMP
 CK4340  Z           -   3,404,043.165 (meters)                     COMP
 CK4340  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CK4340  ELLIP HEIGHT-         -24.45  (meters)          (06/28/04) GPS OBS
 CK4340  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK4340
 CK4340  HORZ ORDER  -  FIRST
 CK4340  ELLP ORDER  -  FOURTH    CLASS I
 CK4340
 CK4340.The horizontal coordinates were established by GPS observations
 CK4340.and adjusted by the National Geodetic Survey in March 2004..
 CK4340
 CK4340.The orthometric height was determined by GPS observations and a
 CK4340.high-resolution geoid model using precise GPS observation and
 CK4340.processing techniques.
 CK4340
 CK4340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4340
 CK4340.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4340
 CK4340.The ellipsoidal height was determined by GPS observations
 CK4340.and is referenced to NAD 83.
 CK4340
 CK4340.The geoid height was determined by GEOID03.
 CK4340
 CK4340;                    North         East     Units Scale Factor Converg.
 CK4340;SPC SC       -    70,098.103   635,331.683   MT  1.00001248   +0 09 06.3
 CK4340;SPC SC       -   229,980.65  2,084,421.53   iFT  1.00001248   +0 09 06.3
 CK4340;UTM  17      - 3,592,020.888   525,721.142   MT  0.99960816   +0 08 48.9
 CK4340
 CK4340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4340!SPC SC       -   1.00000384  x   1.00001248  =   1.00001632
 CK4340!UTM  17      -   1.00000384  x   0.99960816  =   0.99961200
 CK4340
 CK4340                          SUPERSEDED SURVEY CONTROL
 CK4340
 CK4340  NAD 83(1986)-  32 27 54.28962(N)    080 43 34.68710(W) AD(       ) 1
 CK4340  NAD 83(1995)-  32 27 54.27863(N)    080 43 34.67969(W) AD(       ) 1
 CK4340  ELLIP H (12/20/99)  -24.42   (m)                       GP(       ) 4 1
 CK4340  NAD 83(1986)-  32 27 54.28830(N)    080 43 34.68313(W) AD(       ) 1
 CK4340  NAD 27      -  32 27 53.60424(N)    080 43 35.30010(W) AD(       ) 1
 CK4340  NGVD 29 (10/12/88)    7.7    (m)           25.     (f) GPS OBS        
 CK4340
 CK4340.Superseded values are not recommended for survey control.
 CK4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4340.See file dsdata.txt to determine how the superseded data were derived.
 CK4340
 CK4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2572192021(NAD 83)
 CK4340_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4340_STAMPING: 7 226 1985
 CK4340_MARK LOGO: NGS   
 CK4340_PROJECTION: RECESSED 3 CENTIMETERS
 CK4340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4340+STABILITY: SURFACE MOTION
 CK4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4340+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 CK4340
 CK4340  HISTORY     - Date     Condition        Report By
 CK4340  HISTORY     - 1985     MONUMENTED       NGS
 CK4340  HISTORY     - 19870204 GOOD
 CK4340  HISTORY     - 20020531 GOOD             LOCSUR
 CK4340  HISTORY     - 20030421 GOOD             SCGS
 CK4340  HISTORY     - 20051123 GOOD             USPSQD
 CK4340
 CK4340                          STATION DESCRIPTION
 CK4340
 CK4340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4340'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHWEST OF BEAUFORT,
 CK4340'1.3 KM (0.8 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 21 AND
 CK4340'STATE HIGHWAY 116, ON THE BEAUFORT MARINE CORPS AIR STATION, ALONG
 CK4340'A CONCRETE-LINED CANAL.  OWNERSHIP--US MARINE CORPS, C/O
 CK4340'ENGINEERING DIRECTOR PUBLIC WORKS, MARINE CORPS AIR STATION,
 CK4340'BEAUFORT, SC 29904. PHONE 803-846-7643.
 CK4340'
 CK4340'TO REACH FROM THE JUNCTION OF HIGHWAYS 21 AND 116 (ABOUT 6.5 KM
 CK4340'(4.0 MI) NORTHWEST OF BEAUFORT), GO EAST ON THE ENTRANCE ROAD TO
 CK4340'THE AIR STATION FOR 0.35 KM (0.2 MI) TO THE GUARD BOOTH.  CONTINUE
 CK4340'AHEAD ON GEIGER BOULEVARD FOR 1.67 KM (1.05 MI) TO A FORK.  BEAR
 CK4340'LEFT, NORTHEAST, ON MOORE STREET FOR 0.39 KM (0.25 MI) TO A ROAD
 CK4340'LEFT AT A RAIL CROSSING.  TURN LEFT, WESTERLY, ON KIMES AVENUE FOR
 CK4340'1.01 KM (0.6 MI) TO A CROSSROAD.  TURN RIGHT, NORTH, ON GORDON
 CK4340'AVENUE FOR 75 METERS TO A SHARP TURN LEFT.  TURN LEFT, WEST, ON
 CK4340'LONGSTAFF AVENUE FOR 0.66 KM (0.4 MI) TO A CROSS STREET (DRAYTON
 CK4340'STREET) AND THE STATION ON THE RIGHT.
 CK4340'
 CK4340'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 226
 CK4340'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4340'POST FLUSH WITH THE GROUND.  IT IS ON THE SOUTH EXTENSION OF THE
 CK4340'CANAL HEADWALL, 14.6 METERS EAST OF THE CENTER OF DRAYTON STREET,
 CK4340'11.4 METERS NORTH OF THE CENTER OF LONGSTAFF AVENUE, 11.4 METERS
 CK4340'SOUTH OF THE CANAL CENTER, AND 6.9 METERS NORTHWEST OF UTILITY POLE
 CK4340'2188.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR
 CK4340'CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4340'
 CK4340'THIS STATION IS INTERVISIBLE WITH STATION 7 227.  STATION WAS
 CK4340'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4340
 CK4340                          STATION RECOVERY (1987)
 CK4340
 CK4340'RECOVERED 1987
 CK4340'RECOVERED IN GOOD CONDITION.
 CK4340
 CK4340                          STATION RECOVERY (2002)
 CK4340
 CK4340'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MRM)
 CK4340'RESTRICTED ACCESS TO STATION SITE.  OBTAIN PERMISSION FROM BEAUFORT
 CK4340'MARINE CORPS AIR STATION.  GPS-DERIVED ORTHOMETRIC HEIGHT, 23.62 FT.
 CK4340
 CK4340                          STATION RECOVERY (2003)
 CK4340
 CK4340'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4340'STATION IS LOCATED 4.0 MILES NORTHWEST OF BEAUFORT. OWNERSHIP--U.S.
 CK4340'MARINE CORPS, C/O  ENGINEERING DIRECTOR OF PUBLIC WORKS, MARINE CORPS
 CK4340'AIR STATION, BEAUFORT, SC 29904,  CONTACT-MCKAY ALLSTON, PHONE
 CK4340'843-228-6047 OR 843-209-0374. TO REACH THE STATION FROM THE JUNCTION
 CK4340'U.S. HIGHWAY 21 (TRASK PARKWAY) AND STATE  HIGHWAY 116 (LAUREL BAY
 CK4340'ROAD) AND THE MAIN ENTRANCE TO THE U.S. MARINE CORPS AIR  STATION,
 CK4340'4.15 MILES WEST NORTHWEST OF BEAUFORT, GO EAST ON THE ENTRANCE DRIVE
 CK4340'TO THE  U.S. MARINES CORPS AIR STATION  FOR 0.2 MILE TO THE GUARD
 CK4340'BOOTH, AFTER GAINING PERMISSION,  CONTINUE AHEAD ON THE MAIN BASE
 CK4340'ENTRANCE ROAD (GEIGER BOULEVARD) FOR 0.2 MILE TO  THE CROSSROAD
 CK4340'JUNCTION OF DRAYTON STREET, TURN LEFT ON DRAYTON STREET FOR 0.35  MILE
 CK4340'TO THE STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 CK4340'LONGSTAFF AVENUE. STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND
 CK4340'LEVEL WITH A SIDEWALK, 48.0 FEET EAST  OF THE CENTER OF DRAYTON
 CK4340'STREET, 36.3 FEET NORTH OF THE CENTER OF LONGSTAFF AVENUE,  5.6 FEET
 CK4340'NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, 4.1 FEET SOUTH OF THE
 CK4340'SOUTH  EDGE OF A CONCRETE EDGE OF A WATER BASIN, 23.0 FEET NORTHWEST
 CK4340'OF A POWER POLE  NUMBER 288 WITH A SECURITY LIGHT. NOTE-STATION IS
 CK4340'INTERVISIBLE WITH HORIZONTAL STATION 7 227. RECOVERED BY T. HALL.
 CK4340
 CK4340                          STATION RECOVERY (2005)
 CK4340
 CK4340'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK4340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4341 ***********************************************************************
 CK4341  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4341  DESIGNATION -  7 227
 CK4341  PID         -  CK4341
 CK4341  STATE/COUNTY-  SC/BEAUFORT
 CK4341  USGS QUAD   -  BEAUFORT (1998)
 CK4341
 CK4341                         *CURRENT SURVEY CONTROL
 CK4341  ___________________________________________________________________
 CK4341* NAD 83(2001)-  32 27 55.17348(N)    080 43 12.16154(W)     ADJUSTED  
 CK4341* NAVD 88     -         4.55   (meters)      14.9    (feet)  GPS OBS   
 CK4341  ___________________________________________________________________
 CK4341  X           -     868,621.477 (meters)                     COMP
 CK4341  Y           -  -5,316,016.235 (meters)                     COMP
 CK4341  Z           -   3,404,064.988 (meters)                     COMP
 CK4341  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CK4341  ELLIP HEIGHT-         -27.12  (meters)          (06/28/04) GPS OBS
 CK4341  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK4341
 CK4341  HORZ ORDER  -  FIRST
 CK4341  ELLP ORDER  -  FOURTH    CLASS I
 CK4341
 CK4341.The horizontal coordinates were established by GPS observations
 CK4341.and adjusted by the National Geodetic Survey in March 2004..
 CK4341
 CK4341.The orthometric height was determined by GPS observations and a
 CK4341.high-resolution geoid model using precise GPS observation and
 CK4341.processing techniques.
 CK4341
 CK4341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4341
 CK4341.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4341
 CK4341.The ellipsoidal height was determined by GPS observations
 CK4341.and is referenced to NAD 83.
 CK4341
 CK4341.The geoid height was determined by GEOID03.
 CK4341
 CK4341;                    North         East     Units Scale Factor Converg.
 CK4341;SPC SC       -    70,127.243   635,919.660   MT  1.00001239   +0 09 18.7
 CK4341;SPC SC       -   230,076.26  2,086,350.59   iFT  1.00001239   +0 09 18.7
 CK4341;UTM  17      - 3,592,049.966   526,308.883   MT  0.99960853   +0 09 01.0
 CK4341
 CK4341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4341!SPC SC       -   1.00000426  x   1.00001239  =   1.00001665
 CK4341!UTM  17      -   1.00000426  x   0.99960853  =   0.99961279
 CK4341
 CK4341                          SUPERSEDED SURVEY CONTROL
 CK4341
 CK4341  NAD 83(1986)-  32 27 55.18394(N)    080 43 12.16914(W) AD(       ) 1
 CK4341  NAD 83(1995)-  32 27 55.17318(N)    080 43 12.16191(W) AD(       ) 1
 CK4341  ELLIP H (12/20/99)  -27.08   (m)                       GP(       ) 4 1
 CK4341  NAD 83(1986)-  32 27 55.18470(N)    080 43 12.16657(W) AD(       ) 1
 CK4341  NAD 27      -  32 27 54.49984(N)    080 43 12.78199(W) AD(       ) 1
 CK4341  NGVD 29 (10/12/88)    4.9    (m)           16.     (f) GPS OBS        
 CK4341
 CK4341.Superseded values are not recommended for survey control.
 CK4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4341.See file dsdata.txt to determine how the superseded data were derived.
 CK4341
 CK4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2630992050(NAD 83)
 CK4341_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4341_STAMPING: 7 227 1985
 CK4341_MARK LOGO: NGS   
 CK4341_PROJECTION: RECESSED 3 CENTIMETERS
 CK4341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4341+STABILITY: SURFACE MOTION
 CK4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4341+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 CK4341
 CK4341  HISTORY     - Date     Condition        Report By
 CK4341  HISTORY     - 1985     MONUMENTED       NGS
 CK4341  HISTORY     - 19870204 GOOD
 CK4341  HISTORY     - 20030421 GOOD             SCGS
 CK4341
 CK4341                          STATION DESCRIPTION
 CK4341
 CK4341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4341'THE STATION IS LOCATED 5.6 KM (3.5 MI) NORTHWEST OF BEAUFORT, 1.8
 CK4341'KM (1.1 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 21 AND STATE
 CK4341'HIGHWAY 116, ON THE BEAUFORT MARINE CORPS AIR STATION, ALONG A
 CK4341'CONCRETE-LINED CANAL.  OWNERSHIP--US MARINE CORPS, C/O ENGINEERING
 CK4341'DIRECTOR PUBLIC WORKS, MARINE CORPS AIR STATION, BEAUFORT, SC
 CK4341'29904. PHONE 803-846-7643.
 CK4341'
 CK4341'TO REACH FROM THE JUNCTION OF HIGHWAYS 21 AND 116 (ABOUT 6.5 KM
 CK4341'(4.0 MI) NORTHWEST OF BEAUFORT), GO EAST ON THE ENTRANCE ROAD TO
 CK4341'THE AIR STATION FOR 0.35 KM (0.2 MI) TO THE GUARD BOOTH.  CONTINUE
 CK4341'AHEAD ON GEIGER BOULEVARD FOR 1.67 KM (1.05 MI) TO A FORK.  BEAR
 CK4341'LEFT, NORTHEAST, ON MOORE STREET FOR 0.39 KM (0.25 MI) TO A ROAD
 CK4341'LEFT AT A RAIL CROSSING.  TURN LEFT, WESTERLY,ON KIMES AVENUE FOR
 CK4341'1.01 KM (0.6 MI) TO A CROSSROAD.  TURN RIGHT, NORTH, ON GORDON
 CK4341'AVENUE FOR 75 METERS TO CURVE LEFT.  TURN LEFT FOR 75 METERS TO A
 CK4341'ROAD RIGHT OVER CANAL.  TURN RIGHT, NORTH, FOR 35 METERS TO THE
 CK4341'STATION ON THE LEFT.
 CK4341'
 CK4341'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 227
 CK4341'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4341'POST FLUSH WITH THE GROUND.  IT IS ON THE NORTH EXTENSION OF THE
 CK4341'CANAL BRIDGE HEADWALL, 8.8 METERS WEST OF THE ROAD CENTER ACROSS
 CK4341'THE CANAL, 13.8 METERS NORTH OF THE CANAL CENTER, 0.3 METER NORTH
 CK4341'OF THE NORTH EDGE OF THE CONCRETE LINER, AND 13.4 METERS SOUTHEAST
 CK4341'OF THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND A CINDER BLOCK
 CK4341'BUILDING.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR
 CK4341'CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4341'
 CK4341'THIS STATION IS INTERVISIBLE WITH STATION 7 226.  STATION WAS
 CK4341'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4341
 CK4341                          STATION RECOVERY (1987)
 CK4341
 CK4341'RECOVERED 1987
 CK4341'RECOVERED IN GOOD CONDITION.
 CK4341
 CK4341                          STATION RECOVERY (2003)
 CK4341
 CK4341'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4341'STATION IS LOCATED 3.75 MILES NORTHWEST OF BEAUFORT. OWNERSHIP--U.S.
 CK4341'MARINE CORPS, C/O  ENGINEERING DIRECTOR OF PUBLIC WORKS, MARINE CORPS
 CK4341'AIR STATION, BEAUFORT, SC 29904,  CONTACT-MCKAY ALLSTON, PHONE
 CK4341'843-228-6047 OR 843-209-0374. TO REACH THE STATION FROM THE JUNCTION
 CK4341'U.S. HIGHWAY 21 (TRASK PARKWAY), STATE HIGHWAY  116 (LAUREL BAY ROAD)
 CK4341'AND THE MAIN ENTRANCE GATE TO THE U.S. MARINE CORPS AIR STATION,  4.15
 CK4341'MILES WEST NORTHWEST OF BEAUFORT, GO EAST ON THE ENTRANCE DRIVE TO THE
 CK4341'U.S.  MARINES CORPS AIR STATION FOR 0.2 MILE TO THE GUARD BOOTH, AFTER
 CK4341'GAINING PERMISSION,   CONTINUE AHEAD ON THE MAIN BASE ENTRANCE ROAD
 CK4341'(GEIGER BOULEVARD) FOR 0.2 MILE TO  THE CROSSROAD JUNCTION OF DRAYTON
 CK4341'STREET, TURN LEFT ON DRAYTON STREET FOR 0.35  MILE TO THE JUNCTION OF
 CK4341'LONGSTAFF AVENUE, TURN RIGHT ON LONGSTAFF AVENUE FOR 0.35  MILE TO THE
 CK4341'STATION ON THE LEFT NEAR A BARBED WIRE CHAIN LINK FENCE LINE AND AT
 CK4341'THE  END OF A SHORT CONCRETE PATH (DOUGLAS DRIVE) ACROSS A CONCRETE
 CK4341'BASIN CANAL. STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL
 CK4341'WITH THE ROAD, 0.9 FOOT NORTH OF  THE NORTH EDGE OF A CONCRETE BASIN
 CK4341'CANAL, 8.0 FEET SOUTH OF A BARBED WIRE CYCLONE  FENCE AROUND THE
 CK4341'AIRPORT AREA, 13.4 FEET WEST OF THE NORTHERN METAL GUARD RAIL  POST,
 CK4341'26.9 FEET WEST OF THE CENTER OF THE ABANDONED ROAD. NOTE-STATION IS
 CK4341'INTERVISIBLE WITH HORIZONTAL STATION 7 226. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4342 ***********************************************************************
 CK4342  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4342  DESIGNATION -  7 228
 CK4342  PID         -  CK4342
 CK4342  STATE/COUNTY-  SC/BEAUFORT
 CK4342  USGS QUAD   -  BEAUFORT (1998)
 CK4342
 CK4342                         *CURRENT SURVEY CONTROL
 CK4342  ___________________________________________________________________
 CK4342* NAD 83(2001)-  32 27 15.98968(N)    080 43 56.97354(W)     ADJUSTED  
 CK4342* NAVD 88     -         8.49   (meters)      27.9    (feet)  GPS OBS   
 CK4342  ___________________________________________________________________
 CK4342  X           -     867,571.390 (meters)                     COMP
 CK4342  Y           -  -5,316,847.464 (meters)                     COMP
 CK4342  Z           -   3,403,048.660 (meters)                     COMP
 CK4342  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CK4342  ELLIP HEIGHT-         -23.18  (meters)          (06/28/04) GPS OBS
 CK4342  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK4342
 CK4342  HORZ ORDER  -  FIRST
 CK4342  ELLP ORDER  -  FOURTH    CLASS I
 CK4342
 CK4342.The horizontal coordinates were established by GPS observations
 CK4342.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4342
 CK4342.The orthometric height was determined by GPS observations and a
 CK4342.high-resolution geoid model using precise GPS observation and
 CK4342.processing techniques.
 CK4342
 CK4342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4342
 CK4342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4342
 CK4342.The ellipsoidal height was determined by GPS observations
 CK4342.and is referenced to NAD 83.
 CK4342
 CK4342.The geoid height was determined by GEOID03.
 CK4342
 CK4342;                    North         East     Units Scale Factor Converg.
 CK4342;SPC SC       -    68,917.107   634,752.523   MT  1.00001636   +0 08 53.9
 CK4342;SPC SC       -   226,105.99  2,082,521.40   iFT  1.00001636   +0 08 53.9
 CK4342;UTM  17      - 3,590,840.421   525,142.118   MT  0.99960779   +0 08 36.8
 CK4342
 CK4342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4342!SPC SC       -   1.00000364  x   1.00001636  =   1.00002000
 CK4342!UTM  17      -   1.00000364  x   0.99960779  =   0.99961143
 CK4342
 CK4342                          SUPERSEDED SURVEY CONTROL
 CK4342
 CK4342  NAD 83(1986)-  32 27 16.00058(N)    080 43 56.98105(W) AD(       ) 1
 CK4342  NAD 83(2001)-  32 27 15.98905(N)    080 43 56.97288(W) AD(       ) 1
 CK4342  NAD 83(1995)-  32 27 15.98900(N)    080 43 56.97327(W) AD(       ) 1
 CK4342  ELLIP H (12/20/99)  -23.11   (m)                       GP(       ) 4 1
 CK4342  NAD 83(1986)-  32 27 15.99849(N)    080 43 56.97684(W) AD(       ) 1
 CK4342  NAD 27      -  32 27 15.31350(N)    080 43 57.59378(W) AD(       ) 1
 CK4342  NGVD 29 (10/12/88)    9.0    (m)           30.     (f) GPS OBS        
 CK4342
 CK4342.Superseded values are not recommended for survey control.
 CK4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4342.See file dsdata.txt to determine how the superseded data were derived.
 CK4342
 CK4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2514290840(NAD 83)
 CK4342_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4342_STAMPING: 7 228 1985
 CK4342_MARK LOGO: NGS   
 CK4342_PROJECTION: RECESSED 3 CENTIMETERS
 CK4342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4342+STABILITY: SURFACE MOTION
 CK4342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4342+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK4342
 CK4342  HISTORY     - Date     Condition        Report By
 CK4342  HISTORY     - 1985     MONUMENTED       NGS
 CK4342  HISTORY     - 19870204 GOOD
 CK4342  HISTORY     - 19980621 GOOD             USPSQD
 CK4342  HISTORY     - 20030416 GOOD             SCGS
 CK4342  HISTORY     - 20060320 GOOD             USPSQD
 CK4342
 CK4342                          STATION DESCRIPTION
 CK4342
 CK4342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4342'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) NORTHWEST OF BEAUFORT,
 CK4342'0.3 KM (0.2 MI) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 21 AND STATE
 CK4342'HIGHWAY 116, ON THE RIGHT-OF-WAY OF HIGHWAY 21, AT A ROAD CONNECTOR
 CK4342'LEADING TO THE MARINE CORPS AIR STATION.  OWNERSHIP--SOUTH CAROLINA
 CK4342'DEPARTMENT OF HIGHWAYS.
 CK4342'
 CK4342'TO REACH FROM THE JUNCTION OF HIGHWAYS 21 AND 116, GO SOUTH ON
 CK4342'HIGHWAY 21 FOR 0.37 KM (0.2 MI) TO THE STATION ON THE LEFT, JUST
 CK4342'SOUTH OF THE ROAD CONNECTOR.
 CK4342'
 CK4342'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 228
 CK4342'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4342'POST 2 CM BELOW GROUND.  IT IS ABOUT 25 METERS SOUTH OF THE
 CK4342'CONNECTOR, 1.4 METERS WEST OF A FIBERGLASS WITNESS POST IN THE
 CK4342'FENCE LINE, 0.8 METER WEST OF A CONCRETE RIGHT-OF-WAY POST, 24.1
 CK4342'METERS SOUTH OF A UTILITY POLE AND TELEPHONE PEDESTAL, 18.5 METERS
 CK4342'EAST OF THE CENTER OF THE NORTHBOUND LANES, AND 38.3 METERS NORTH
 CK4342'OF A 80-CM SYCAMORE TREE.  THE SUBSURFACE DISK IS SET IN THE TOP OF
 CK4342'AN IRREGULAR CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4342'
 CK4342'THIS STATION IS INTERVISIBLE WITH STATION 7 229.  STATION WAS
 CK4342'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4342
 CK4342                          STATION RECOVERY (1987)
 CK4342
 CK4342'RECOVERED 1987
 CK4342'RECOVERED IN GOOD CONDITION.
 CK4342
 CK4342                          STATION RECOVERY (1998)
 CK4342
 CK4342'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4342'RECOVERED IN GOOD CONDITION.
 CK4342
 CK4342                          STATION RECOVERY (2003)
 CK4342
 CK4342'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4342'STATION IS LOCATED 1.45 MILES NORTH NORTHWEST OF BURTON, 4.0 MILES
 CK4342'WEST NORTHWEST OF  BEAUFORT. OWNERSHIP--SCDOT, DIRECTOR OF
 CK4342'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC  29202, PHONE
 CK4342'803-737-1350. TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 21
 CK4342'(TRASK PARKWAY) AND STATE  HIGHWAY 116 (LAUREL BAY ROAD) AND THE MAIN
 CK4342'ENTRANCE TO THE U.S. MARINE CORPS AIR  STATION, 4.15 MILES WEST
 CK4342'NORTHWEST OF BEAUFORT, GO SOUTH SOUTHEAST ON HIGHWAY 21  FOR 0.2 MILE
 CK4342'TO THE STATION ON THE LEFT NEAR A CHAIN LINK FENCE LINE. STATION IS A
 CK4342'CONCRETE POST RECESSED 0.1 FOOT AND 0.5 FOOT BELOW THE HIGHWAY, 38.0
 CK4342'FEET EAST OF THE CENTER OF THE HIGHWAY MERGE LANE ONTO THE U.S. MARINE
 CK4342'AIR  STATION, 2.8 FEET WEST OF A SQUARE CONCRETE RIGHT OF WAY POST
 CK4342'PROJECTING 2.0-FOOT,  5.6 FEET WEST OF THE CHAIN LINK FENCE LINE
 CK4342'AROUND A MARINE RESERVES READINESS  CENTER, 80.1 FEET SOUTH OF A
 CK4342'TELEPHONE JUNCTION BOX RP/56/5, 4.6 FEET WEST OF A  WITNESS POST.
 CK4342'NOTE-STATION IS NOT INTERVISIBLE WITH HORIZONTAL STATION 7 229.
 CK4342'RECOVERED BY T. HALL.
 CK4342
 CK4342                          STATION RECOVERY (2006)
 CK4342
 CK4342'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK4342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4343 ***********************************************************************
 CK4343  DESIGNATION -  7 229
 CK4343  PID         -  CK4343
 CK4343  STATE/COUNTY-  SC/BEAUFORT
 CK4343  USGS QUAD   -  BEAUFORT (1998)
 CK4343
 CK4343                         *CURRENT SURVEY CONTROL
 CK4343  ___________________________________________________________________
 CK4343* NAD 83(2001)-  32 27 35.22050(N)    080 44 01.96028(W)     ADJUSTED  
 CK4343* NAVD 88     -         9.3    (meters)      31.     (feet)  VERTCON   
 CK4343  ___________________________________________________________________
 CK4343  X           -     867,391.756 (meters)                     COMP
 CK4343  Y           -  -5,316,555.279 (meters)                     COMP
 CK4343  Z           -   3,403,548.904 (meters)                     COMP
 CK4343  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CK4343  ELLIP HEIGHT-         -22.45  (meters)          (12/20/99) GPS OBS
 CK4343  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK4343
 CK4343  HORZ ORDER  -  FIRST
 CK4343  ELLP ORDER  -  FOURTH    CLASS I
 CK4343
 CK4343.The horizontal coordinates were established by GPS observations
 CK4343.and adjusted by the National Geodetic Survey in March 2004..
 CK4343
 CK4343.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4343
 CK4343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4343
 CK4343.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4343
 CK4343.The ellipsoidal height was determined by GPS observations
 CK4343.and is referenced to NAD 83.
 CK4343
 CK4343.The geoid height was determined by GEOID03.
 CK4343
 CK4343;                    North         East     Units Scale Factor Converg.
 CK4343;SPC SC       -    69,509.166   634,620.754   MT  1.00001441   +0 08 51.1
 CK4343;SPC SC       -   228,048.44  2,082,089.09   iFT  1.00001441   +0 08 51.1
 CK4343;UTM  17      - 3,591,432.250   525,010.451   MT  0.99960771   +0 08 34.2
 CK4343
 CK4343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4343!SPC SC       -   1.00000352  x   1.00001441  =   1.00001793
 CK4343!UTM  17      -   1.00000352  x   0.99960771  =   0.99961123
 CK4343
 CK4343                          SUPERSEDED SURVEY CONTROL
 CK4343
 CK4343  NAD 83(1995)-  32 27 35.22040(N)    080 44 01.96057(W) AD(       ) 1
 CK4343  NAD 83(1986)-  32 27 35.23035(N)    080 44 01.96707(W) AD(       ) 1
 CK4343  NAD 27      -  32 27 34.54724(N)    080 44 02.57914(W) AD(       ) 1
 CK4343  NGVD 29 (10/12/88)    9.6    (m)           31.     (f) GPS OBS        
 CK4343
 CK4343.Superseded values are not recommended for survey control.
 CK4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4343.See file dsdata.txt to determine how the superseded data were derived.
 CK4343
 CK4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2501091432(NAD 83)
 CK4343_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4343_STAMPING: 7 229 1985
 CK4343_MARK LOGO: NGS   
 CK4343_PROJECTION: RECESSED 3 CENTIMETERS
 CK4343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4343+STABILITY: SURFACE MOTION
 CK4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK4343+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK4343
 CK4343  HISTORY     - Date     Condition        Report By
 CK4343  HISTORY     - 1985     MONUMENTED       NGS
 CK4343  HISTORY     - 19870205 GOOD
 CK4343  HISTORY     - 19980621 GOOD             USPSQD
 CK4343  HISTORY     - 20030416 GOOD             SCGS
 CK4343  HISTORY     - 20060320 GOOD             USPSQD
 CK4343
 CK4343                          STATION DESCRIPTION
 CK4343
 CK4343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4343'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) NORTHWEST OF BEAUFORT,
 CK4343'0.3 KM (0.2 MI) NORTH OF THE JUNCTION OF U.S. HIGHWAY 21 AND STATE
 CK4343'HIGHWAY 116, ON THE RIGHT-OF-WAY OF HIGHWAY 21, JUST SOUTH OF A
 CK4343'CONNECTOR ROAD FROM THE MARINE CORPS AIR STATION.  OWNERSHIP--SOUTH
 CK4343'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4343'
 CK4343'TO REACH FROM THE JUNCTION OF HIGHWAYS 21 AND 116, GO NORTH ON
 CK4343'HIGHWAY 21 FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT ON A
 CK4343'SLIGHTLY ELEVATED PROJECTION BORDERED BY DITCHES ALONG THE HIGHWAY
 CK4343'AND THE CONNECTOR.
 CK4343'
 CK4343'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 229
 CK4343'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4343'POST 2 CM BELOW GROUND.  IT IS ON THE WEST SLOPE OF THE PROJECTION,
 CK4343'6.9 METERS WEST-NORTHWEST OF A FIBERGLASS WITNESS POST AGAINST A
 CK4343'SMALL LONE PINE TREE, 13.2 METERS EAST OF THE CENTER OF THE
 CK4343'NORTHBOUND LANES OF HIGHWAY 21, 19.6 METERS WEST OF THE CONNECTOR
 CK4343'CENTER, AND 22.9 METERS SOUTH OF THE SOUTHWEST END OF A DRAIN PIPE
 CK4343'UNDER THE CONNECTOR.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN
 CK4343'IRREGULAR CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4343'
 CK4343'THIS STATION IS INTERVISIBLE WITH STATION 7 228.  STATION WAS
 CK4343'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4343
 CK4343                          STATION RECOVERY (1987)
 CK4343
 CK4343'RECOVERED 1987
 CK4343'RECOVERED IN GOOD CONDITION.
 CK4343
 CK4343                          STATION RECOVERY (1998)
 CK4343
 CK4343'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4343'RECOVERED IN GOOD CONDITION.
 CK4343
 CK4343                          STATION RECOVERY (2003)
 CK4343
 CK4343'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4343'STATION IS LOCATED 1.8 MILES NORTH NORTHWEST OF BURTON, 4.2 MILES WEST
 CK4343'NORTHWEST OF  BEAUFORT. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 CK4343'P.O. BOX 191, COLUMBIA, SC  29202, PHONE 803-737-1350. TO REACH THE
 CK4343'STATION FROM THE JUNCTION U.S. HIGHWAY 21 (TRASK PARKWAY) AND STATE
 CK4343'HIGHWAY 116 (LAUREL BAY ROAD) AND THE MAIN ENTRANCE TO THE U.S. MARINE
 CK4343'CORPS AIR  STATION, 4.15 MILES WEST NORTHWEST OF BEAUFORT, GO NORTH
 CK4343'NORTHWEST ON HIGHWAY 21 FOR  0.15 MILE TO THE STATION ON THE RIGHT
 CK4343'NEAR A PINE TREE. STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 0.5
 CK4343'FOOT BELOW THE HIGHWAY, 43.6 FEET  EAST OF THE CENTER OF THE
 CK4343'NORTHBOUND LANES OF THE HIGHWAY, 74.5 FEET SOUTH OF THE  SOUTHWEST END
 CK4343'OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A CONNECTOR LANE OF THE
 CK4343'BASE, 24.5 FEET WEST OF THE 1.6-FOOT PINE TREE, 61.3 FEET WEST
 CK4343'SOUTHWEST OF THE CENTER OF  A PAVED CONNECTOR LANE OF THE BASE, 22.5
 CK4343'FEET WEST OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH
 CK4343'HORIZONTAL STATION 7 228. RECOVERED BY T. HALL.
 CK4343
 CK4343                          STATION RECOVERY (2006)
 CK4343
 CK4343'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK4343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4344 ***********************************************************************
 CK4344  DESIGNATION -  7 230
 CK4344  PID         -  CK4344
 CK4344  STATE/COUNTY-  SC/BEAUFORT
 CK4344  USGS QUAD   -  LAUREL BAY (1962)
 CK4344
 CK4344                         *CURRENT SURVEY CONTROL
 CK4344  ___________________________________________________________________
 CK4344* NAD 83(2001)-  32 22 39.28158(N)    080 47 38.40104(W)     ADJUSTED  
 CK4344* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 CK4344  ___________________________________________________________________
 CK4344  X           -     862,593.278 (meters)                     COMP
 CK4344  Y           -  -5,322,280.409 (meters)                     COMP
 CK4344  Z           -   3,395,849.507 (meters)                     COMP
 CK4344  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CK4344  ELLIP HEIGHT-         -30.02  (meters)          (12/20/99) GPS OBS
 CK4344  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK4344
 CK4344  HORZ ORDER  -  FIRST
 CK4344  ELLP ORDER  -  FOURTH    CLASS I
 CK4344
 CK4344.The horizontal coordinates were established by GPS observations
 CK4344.and adjusted by the National Geodetic Survey in March 2004..
 CK4344
 CK4344.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4344
 CK4344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4344
 CK4344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4344
 CK4344.The ellipsoidal height was determined by GPS observations
 CK4344.and is referenced to NAD 83.
 CK4344
 CK4344.The geoid height was determined by GEOID03.
 CK4344
 CK4344;                    North         East     Units Scale Factor Converg.
 CK4344;SPC SC       -    60,379.919   628,986.234   MT  1.00004536   +0 06 51.1
 CK4344;SPC SC       -   198,096.85  2,063,603.13   iFT  1.00004536   +0 06 51.1
 CK4344;UTM  17      - 3,582,307.293   519,377.631   MT  0.99960463   +0 06 37.1
 CK4344
 CK4344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4344!SPC SC       -   1.00000471  x   1.00004536  =   1.00005007
 CK4344!UTM  17      -   1.00000471  x   0.99960463  =   0.99960934
 CK4344
 CK4344                          SUPERSEDED SURVEY CONTROL
 CK4344
 CK4344  NAD 83(1995)-  32 22 39.28150(N)    080 47 38.40116(W) AD(       ) 1
 CK4344  NAD 83(1986)-  32 22 39.29276(N)    080 47 38.40680(W) AD(       ) 1
 CK4344  NAD 27      -  32 22 38.59473(N)    080 47 39.02424(W) AD(       ) 1
 CK4344  NGVD 29 (10/12/88)    1.9    (m)            6.     (f) GPS OBS        
 CK4344
 CK4344.Superseded values are not recommended for survey control.
 CK4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4344.See file dsdata.txt to determine how the superseded data were derived.
 CK4344
 CK4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1937882307(NAD 83)
 CK4344_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4344_SP_SET: CONCRETE POST
 CK4344_STAMPING: 7 230 1985
 CK4344_MARK LOGO: NGS   
 CK4344_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK4344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4344+STABILITY: SURFACE MOTION
 CK4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4344+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 CK4344
 CK4344  HISTORY     - Date     Condition        Report By
 CK4344  HISTORY     - 1985     MONUMENTED       NGS
 CK4344  HISTORY     - 1985     GOOD             NGS
 CK4344  HISTORY     - 19851024 GOOD             SC-013
 CK4344  HISTORY     - 19870203 GOOD
 CK4344  HISTORY     - 19881101 GOOD
 CK4344  HISTORY     - 19980310 GOOD             SCGS
 CK4344  HISTORY     - 19980617 GOOD             USPSQD
 CK4344  HISTORY     - 20030506 MARK NOT FOUND   SCGS
 CK4344
 CK4344                          STATION DESCRIPTION
 CK4344
 CK4344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4344'THE STATION IS LOCATED ABOUT 13 KM (8.0 MI) SOUTHWEST OF BEAUFORT,
 CK4344'AT THE SOUTHWEST END OF THE STATE HIGHWAY 170 BRIDGE OVER THE BROAD
 CK4344'RIVER, ON THE RIGHT-OF-WAY OF HIGHWAY 170.  OWNERSHIP--SOUTH
 CK4344'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4344'
 CK4344'THE STATION IS AT THE SOUTHWEST END OF THE STATE HIGHWAY 170 BRIDGE
 CK4344'OVER THE BROAD RIVER, ON THE RIGHT-OF-WAY OF HIGHWAY 170.
 CK4344'
 CK4344'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 230
 CK4344'1985---. THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4344'POST PROJECTING 15 CM ABOVE GROUND.  IT IS 47.9 METERS
 CK4344'SOUTH-SOUTHWEST OF THE SOUTHEAST BRIDGE CORNER, 1.5 METERS LOWER
 CK4344'THAN THE HIGHWAY AND CLOSE TO THE HIGH WATER LINE, 9.4 METERS
 CK4344'NORTHEAST OF THE NORTHEAST END OF A ROW OF PINE TREES, 10.9 METERS
 CK4344'SOUTHEAST OF THE HIGHWAY CENTER, 22.7 METERS SOUTHWEST OF A
 CK4344'TELEPHONE PEDESTAL, AND 0.8 METER NORTHEAST OF A FIBERGLASS WITNESS
 CK4344'POST.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR
 CK4344'CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4344'
 CK4344'THIS STATION IS INTERVISIBLE WITH LEMON 2 1933.  STATION WAS
 CK4344'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4344
 CK4344                          STATION RECOVERY (1985)
 CK4344
 CK4344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4344'RECOVERED IN GOOD CONDITION.
 CK4344
 CK4344                          STATION RECOVERY (1985)
 CK4344
 CK4344'RECOVERY NOTE BY BEAUFORT COUNTY SOUTH CAROLINA 1985
 CK4344'RECOVERED IN GOOD CONDITION.
 CK4344
 CK4344                          STATION RECOVERY (1987)
 CK4344
 CK4344'RECOVERED 1987
 CK4344'RECOVERED IN GOOD CONDITION.
 CK4344
 CK4344                          STATION RECOVERY (1988)
 CK4344
 CK4344'RECOVERED 1988
 CK4344'RECOVERED IN GOOD CONDITION.
 CK4344
 CK4344                          STATION RECOVERY (1998)
 CK4344
 CK4344'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4344'STATION IS LOCATED 5.75 MILES (9.25 KM) SOUTHWEST OF BURTON, 8.15
 CK4344'MILES (13.12 KM) WEST SOUTHWEST OF BEAUFORT.  OWNERSHIP--SCDOT,
 CK4344'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK4344'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK4344'HIGHWAYS 802 (SAVANNAH HIGHWAY) AND 170 (ROBERT SMALLS PARKWAY) , 3.7
 CK4344'MILES (6.0 KM) SOUTHWEST OF BURTON, GO SOUTHWEST ON HIGHWAY 170 FOR
 CK4344'2.0 MILES (3.2 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHWEST
 CK4344'CORNER OF THE BRIDGE OVER THE BROAD RIVER.  STATION IS A CONCRETE POST
 CK4344'RECESSED 0.2 FOOT (6.1 CM) AND 6.0 FEET (1.8 M) BELOW THE HIGHWAY,
 CK4344'35.7 FEET (10.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 31.3
 CK4344'FEET (9.5 M) NORTHEAST OF A 1.0-FOOT PINE TREE WITH A SCGS REFERENCE
 CK4344'WASHER ATTACHED, 156.9 FEET (47.8 M) SOUTHWEST OF THE SOUTHWEST CORNER
 CK4344'OF THE BRIDGE, 8.8 FEET (2.7 M) SOUTH SOUTHEAST OF A WITNESS POST.
 CK4344'RECOVERED BY C.J.  STONE.
 CK4344
 CK4344                          STATION RECOVERY (1998)
 CK4344
 CK4344'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4344'RECOVERED IN GOOD CONDITION.
 CK4344
 CK4344                          STATION RECOVERY (2003)
 CK4344
 CK4344'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4344'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK4344'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK4344'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY BRIDGE
 CK4344'CONSTRUCTION PROJECT. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4345 ***********************************************************************
 CK4345  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4345  DESIGNATION -  7 231
 CK4345  PID         -  CK4345
 CK4345  STATE/COUNTY-  SC/BEAUFORT
 CK4345  USGS QUAD   -  BLUFFTON (1972)
 CK4345
 CK4345                         *CURRENT SURVEY CONTROL
 CK4345  ___________________________________________________________________
 CK4345* NAD 83(2001)-  32 13 53.00338(N)    080 47 38.85224(W)     ADJUSTED  
 CK4345* NAVD 88     -         3.13   (meters)      10.3    (feet)  GPS OBS   
 CK4345  ___________________________________________________________________
 CK4345  X           -     863,967.846 (meters)                     COMP
 CK4345  Y           -  -5,330,835.463 (meters)                     COMP
 CK4345  Z           -   3,382,148.397 (meters)                     COMP
 CK4345  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CK4345  ELLIP HEIGHT-         -28.51  (meters)          (02/10/03) GPS OBS
 CK4345  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK4345
 CK4345  HORZ ORDER  -  B
 CK4345  ELLP ORDER  -  FOURTH    CLASS II
 CK4345
 CK4345.The horizontal coordinates were established by GPS observations
 CK4345.and adjusted by the National Geodetic Survey in February 2003..
 CK4345
 CK4345.The orthometric height was determined by GPS observations and a
 CK4345.high-resolution geoid model using precise GPS observation and
 CK4345.processing techniques.
 CK4345
 CK4345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4345
 CK4345.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4345
 CK4345.The ellipsoidal height was determined by GPS observations
 CK4345.and is referenced to NAD 83.
 CK4345
 CK4345.The geoid height was determined by GEOID03.
 CK4345
 CK4345;                    North         East     Units Scale Factor Converg.
 CK4345;SPC SC       -    44,167.569   629,006.735   MT  1.00010539   +0 06 50.9
 CK4345;SPC SC       -   144,906.72  2,063,670.39   iFT  1.00010539   +0 06 50.9
 CK4345;UTM  17      - 3,566,102.565   519,396.959   MT  0.99960464   +0 06 35.3
 CK4345
 CK4345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4345!SPC SC       -   1.00000448  x   1.00010539  =   1.00010987
 CK4345!UTM  17      -   1.00000448  x   0.99960464  =   0.99960911
 CK4345
 CK4345                          SUPERSEDED SURVEY CONTROL
 CK4345
 CK4345  NAD 83(1986)-  32 13 53.01436(N)    080 47 38.85940(W) AD(       ) 1
 CK4345  NAD 83(1995)-  32 13 53.00321(N)    080 47 38.85215(W) AD(       ) B
 CK4345  ELLIP H (08/25/00)  -28.48   (m)                       GP(       ) 2 2
 CK4345  NAD 83(1995)-  32 13 53.00386(N)    080 47 38.85239(W) AD(       ) 1
 CK4345  ELLIP H (12/20/99)  -28.49   (m)                       GP(       ) 4 1
 CK4345  NAD 83(1986)-  32 13 53.01492(N)    080 47 38.86180(W) AD(       ) 1
 CK4345  NAD 27      -  32 13 52.29285(N)    080 47 39.47236(W) AD(       ) 1
 CK4345  NGVD 29 (10/12/88)    3.4    (m)           11.     (f) GPS OBS        
 CK4345
 CK4345.Superseded values are not recommended for survey control.
 CK4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4345.See file dsdata.txt to determine how the superseded data were derived.
 CK4345
 CK4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1939766103(NAD 83)
 CK4345_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4345_SP_SET: CONCRETE POST
 CK4345_STAMPING: 7 231 1985
 CK4345_MARK LOGO: NGS   
 CK4345_PROJECTION: RECESSED 5 CENTIMETERS
 CK4345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4345+STABILITY: SURFACE MOTION
 CK4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4345+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 CK4345
 CK4345  HISTORY     - Date     Condition        Report By
 CK4345  HISTORY     - 1985     MONUMENTED       NGS
 CK4345  HISTORY     - 1985     GOOD             NGS
 CK4345  HISTORY     - 19851024 GOOD             SC-013
 CK4345  HISTORY     - 19870129 GOOD
 CK4345  HISTORY     - 19881029 GOOD
 CK4345  HISTORY     - 19980317 GOOD             SCGS
 CK4345  HISTORY     - 20030130 GOOD             SCGS
 CK4345
 CK4345                          STATION DESCRIPTION
 CK4345
 CK4345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4345'THE STATION IS LOCATED 6.5 KM (4.0 MI) EAST OF BLUFFTON, 4.5 KM
 CK4345'(2.8 MI) WEST-NORTHWEST OF THE BEAUFORT COUNTY COURTHOUSE ANNEX ON
 CK4345'HILTON HEAD ISLAND (ACROSS FROM THE POST OFFICE), IN THE MEDIAN OF
 CK4345'U.S. HIGHWAY 278, AT THE WEST END OF THE HIGHWAY BRIDGE OVER
 CK4345'MACKAYS CREEK, IN BETWEEN THE GUARDRAILS OF THE EAST AND WESTBOUND
 CK4345'HIGHWAY LANES.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4345'
 CK4345'TO REACH FROM THE HILTON HEAD POST OFFICE, GO WESTERLY ON HIGHWAY
 CK4345'278 FOR 4.8 KM (3.0 MI) TO THE WEST END OF THE BRIDGE AND THE
 CK4345'STATION ON THE LEFT IN THE MEDIAN.  (TO DRIVE IN BETWEEN THE
 CK4345'GUARDRAILS, CONTINUE WEST TO A CROSSOVER, THEN RETURN ON EASTBOUND
 CK4345'LANES TO THE BRIDGE).
 CK4345'
 CK4345'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 231
 CK4345'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4345'POST 2 CM BELOW GROUND.  IT IS 13.3 METERS WEST-SOUTHWEST OF THE
 CK4345'SOUTHWEST CORNER OF THE BRIDGE CARRYING WESTBOUND TRAFFIC, 12.2
 CK4345'METERS WEST OF THE NORTHWEST CORNER OF THE BRIDGE CARRYING
 CK4345'EASTBOUND TRAFFIC, 1.3 METERS NORTH OF A GUARDRAIL, AND 1.2 METERS
 CK4345'NORTHWEST OF A GUARDRAIL POST WITH A WITNESS POST.  THE SUBSURFACE
 CK4345'DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.2 METERS
 CK4345'BELOW GROUND.
 CK4345'
 CK4345'THIS STATION IS INTERVISIBLE WITH STATION 7 232.  STATION WAS
 CK4345'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4345
 CK4345                          STATION RECOVERY (1985)
 CK4345
 CK4345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4345'RECOVERED IN GOOD CONDITION.
 CK4345
 CK4345                          STATION RECOVERY (1985)
 CK4345
 CK4345'RECOVERY NOTE BY BEAUFORT COUNTY SOUTH CAROLINA 1985
 CK4345'RECOVERED IN GOOD CONDITION.
 CK4345
 CK4345                          STATION RECOVERY (1987)
 CK4345
 CK4345'RECOVERED 1987
 CK4345'RECOVERED IN GOOD CONDITION.
 CK4345
 CK4345                          STATION RECOVERY (1988)
 CK4345
 CK4345'RECOVERED 1988
 CK4345'RECOVERED IN GOOD CONDITION.
 CK4345
 CK4345                          STATION RECOVERY (1998)
 CK4345
 CK4345'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4345'STATION IS LOCATED 2.65 MILES (4.26 KM) WEST NORTHWEST OF HILTON HEAD,
 CK4345'15.65 MILES (25.19 KM) SOUTHWEST OF BEAUFORT.  OWNERSHIP--SCDOT,
 CK4345'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK4345'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CK4345'46 (BLUFFTON HIGHWAY) AND U.S.  HIGHWAY 278, 1.8 MILES (2.9 KM) NORTH
 CK4345'NORTHEAST OF BLUFFTON, GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 3.45
 CK4345'MILES (5.55 KM) TO THE JUNCTION OF STATE ROAD 242 (FORDING ISLAND ROAD
 CK4345'EXTENSION) RIGHT, CONTINUE ON HIGHWAY 278 FOR 0.6 MILE (1.0 KM) TO THE
 CK4345'STATION ON THE LEFT IN THE MEDIAN OF THE HIGHWAY, JUST BEFORE REACHING
 CK4345'THE BRIDGE OVER MACKAY CREEK.  STATION IS A CONCRETE POST RECESSED 0.2
 CK4345'FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 22.5 FEET (6.9
 CK4345'M) NORTH NORTHEAST OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY 37.3
 CK4345'FEET (11.4 M) SOUTH SOUTHWEST OF THE CENTER OF THE NORTHWEST BOUND
 CK4345'LANES OF THE HIGHWAY, 40.0 FEET (12.2 M) WEST NORTHWEST OF THE
 CK4345'NORTHWEST CORNER OF THE SOUTHEAST BOUND LANE BRIDGE (KARL S.  BOWERS)
 CK4345'OVER MACKAY CREEK, 4.3 FEET (1.3 M) NORTH OF A WOODEN GUARD RAIL POST
 CK4345'WITH A SCGS REFERENCE WASHER ATTACHED, 10.6 FEET (3.2 M) EAST
 CK4345'SOUTHEAST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH
 CK4345'HORIZONTAL STATION 7 232. RECOVERED BY D.A.  NOVAK.
 CK4345
 CK4345                          STATION RECOVERY (2003)
 CK4345
 CK4345'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4345'STATION IS LOCATED 3.9 MILES EAST OF BLUFFTON, 15.5 MILES SOUTH
 CK4345'SOUTHWEST OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,
 CK4345'P.O. BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE
 CK4345'STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 AND STATE HIGHWAY 46
 CK4345'(BLUFFTON ROAD), 1.7 MILES NORTH NORTHEAST OF BLUFFTON, GO SOUTHEAST
 CK4345'ON HIGHWAY  278 FOR 3.45 MILES TO THE JUNCTION OF STATE ROAD 242
 CK4345'(FORDING ISLAND ROAD  EXTENSION), CONTINUE ON HIGHWAY 278 FOR 0.6 MILE
 CK4345'TO THE STATION ON THE LEFT IN THE  MEDIAN JUST BEFORE REACHING THE
 CK4345'BRIDGE OVER MCKAY CREEK. STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 CK4345'AND LEVEL WITH THE SOUTHEAST BOUND  LANES OF THE HIGHWAY, 23.3 FEET
 CK4345'NORTHEAST OF THE CENTER OF THE SOUTHEAST BOUND  LANES OF THE HIGHWAY,
 CK4345'37.5 FEET SOUTHWEST OF THE CENTER OF THE NORTHWEST BOUND  LANES OF THE
 CK4345'HIGHWAY, 40.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE  SOUTHEAST
 CK4345'BOUND LANE BRIDGE (KARL S. BOWERS), 4.6 FEET NORTH OF A WOODEN
 CK4345'GUARDRAIL  WITH A SCGS REFERENCE WASHER ATTACHED, 10.8 FEET EAST
 CK4345'SOUTHEAST OF A  WITNESS POST. RECOVERED BY J.B. SMOAK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4347 ***********************************************************************
 CK4347  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4347  DESIGNATION -  7 233
 CK4347  PID         -  CK4347
 CK4347  STATE/COUNTY-  SC/BEAUFORT
 CK4347  USGS QUAD   -  BLUFFTON (1972)
 CK4347
 CK4347                         *CURRENT SURVEY CONTROL
 CK4347  ___________________________________________________________________
 CK4347* NAD 83(2001)-  32 13 05.12888(N)    080 45 39.37961(W)     ADJUSTED  
 CK4347* NAVD 88     -         3.51   (meters)      11.5    (feet)  GPS OBS   
 CK4347  ___________________________________________________________________
 CK4347  X           -     867,181.723 (meters)                     COMP
 CK4347  Y           -  -5,331,110.571 (meters)                     COMP
 CK4347  Z           -   3,380,901.056 (meters)                     COMP
 CK4347  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CK4347  ELLIP HEIGHT-         -28.18  (meters)          (06/28/04) GPS OBS
 CK4347  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK4347
 CK4347  HORZ ORDER  -  FIRST
 CK4347  ELLP ORDER  -  FOURTH    CLASS I
 CK4347
 CK4347.The horizontal coordinates were established by GPS observations
 CK4347.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4347
 CK4347.The orthometric height was determined by GPS observations and a
 CK4347.high-resolution geoid model using precise GPS observation and
 CK4347.processing techniques.
 CK4347
 CK4347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4347
 CK4347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4347
 CK4347.The ellipsoidal height was determined by GPS observations
 CK4347.and is referenced to NAD 83.
 CK4347
 CK4347.The geoid height was determined by GEOID03.
 CK4347
 CK4347;                    North         East     Units Scale Factor Converg.
 CK4347;SPC SC       -    42,699.470   632,138.497   MT  1.00011117   +0 07 57.1
 CK4347;SPC SC       -   140,090.12  2,073,945.20   iFT  1.00011117   +0 07 57.1
 CK4347;UTM  17      - 3,564,634.947   522,527.026   MT  0.99960626   +0 07 38.8
 CK4347
 CK4347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4347!SPC SC       -   1.00000442  x   1.00011117  =   1.00011560
 CK4347!UTM  17      -   1.00000442  x   0.99960626  =   0.99961068
 CK4347
 CK4347                          SUPERSEDED SURVEY CONTROL
 CK4347
 CK4347  NAD 83(1986)-  32 13 05.13997(N)    080 45 39.38690(W) AD(       ) 1
 CK4347  NAD 83(2001)-  32 13 05.12891(N)    080 45 39.38014(W) AD(       ) 1
 CK4347  NAD 83(1995)-  32 13 05.12915(N)    080 45 39.38011(W) AD(       ) 1
 CK4347  ELLIP H (12/20/99)  -28.15   (m)                       GP(       ) 4 1
 CK4347  NAD 83(1986)-  32 13 05.14045(N)    080 45 39.38968(W) AD(       ) 1
 CK4347  NAD 27      -  32 13 04.41493(N)    080 45 40.00080(W) AD(       ) 1
 CK4347  NGVD 29 (10/12/88)    3.7    (m)           12.     (f) GPS OBS        
 CK4347
 CK4347.Superseded values are not recommended for survey control.
 CK4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4347.See file dsdata.txt to determine how the superseded data were derived.
 CK4347
 CK4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2252764635(NAD 83)
 CK4347_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4347_STAMPING: 7 233 1985
 CK4347_MARK LOGO: NGS   
 CK4347_PROJECTION: RECESSED 5 CENTIMETERS
 CK4347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4347+STABILITY: SURFACE MOTION
 CK4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4347+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 CK4347
 CK4347  HISTORY     - Date     Condition        Report By
 CK4347  HISTORY     - 1985     MONUMENTED       NGS
 CK4347  HISTORY     - 19870129 GOOD
 CK4347  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 CK4347  HISTORY     - 20030408 GOOD             SCGS
 CK4347
 CK4347                          STATION DESCRIPTION
 CK4347
 CK4347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4347'THE STATION IS LOCATED ON HILTON HEAD ISLAND, AT THE EAST END OF A
 CK4347'SHORT CAUSEWAY CONNECTED TO JENKINS ISLAND, ON THE RIGHT-OF-WAY OF
 CK4347'U.S. HIGHWAY 278, ABOUT 1.0 KM (0.65 MI) WEST OF THE POST OFFICE
 CK4347'AND THE BEAUFORT COUNTY COURTHOUSE ANNEX BUILDING.
 CK4347'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4347'
 CK4347'TO REACH FROM THE HILTON HEAD POST OFFICE, GO WEST ON HIGHWAY 278
 CK4347'FOR 1.0 KM (0.6 MI) TO A SLIGHT CURVE JUST BEFORE REACHING A
 CK4347'HIGHWAY MEDIAN, AND THE STATION ON THE RIGHT.
 CK4347'
 CK4347'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 233
 CK4347'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4347'POST 2 CM BELOW GROUND.  IT IS 1.8 METERS NORTH OF THE CURB, 3.7
 CK4347'METERS SOUTH OF A FIBERGLASS WITNESS POST, 16.1 METERS SOUTHWEST OF
 CK4347'A UTILITY POLE WITH LIGHT, 14.6 METERS WEST OF THE WEST END OF A
 CK4347'SIDEWALK.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR
 CK4347'CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4347'
 CK4347'THIS STATION IS INTERVISIBLE WITH STATION 7 234.  STATION WAS
 CK4347'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4347
 CK4347                          STATION RECOVERY (1987)
 CK4347
 CK4347'RECOVERED 1987
 CK4347'RECOVERED IN GOOD CONDITION.
 CK4347
 CK4347                          STATION RECOVERY (1996)
 CK4347
 CK4347'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK4347'MARK NOT FOUND.
 CK4347
 CK4347                          STATION RECOVERY (2003)
 CK4347
 CK4347'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4347'STATION IS LOCATED ON HILTON HEAD ISLAND, 15.6 MILES SOUTH SOUTHWEST
 CK4347'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK4347'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK4347'FROM THE JUNCTION OF U.S. HIGHWAY 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK4347'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO WEST
 CK4347'NORTHWEST ON HIGHWAY 278 BUSINESS FOR 1.4 MILES TO THE STATION ON THE
 CK4347'RIGHT IN THE  GRASSY HIGHWAY SHOULDER. STATION IS A CONCRETE POST
 CK4347'RECESSED 0.2 FOOT AND 0.5 FOOT ABOVE THE HIGHWAY, 5.0  FEET NORTH OF
 CK4347'THE NORTH EDGE OF THE HIGHWAY CURB, 48.0 FEET WEST OF THE WEST END  OF
 CK4347'A CONCRETE SIDEWALK, 12.2 FEET SOUTH OF A WITNESS POST. RECOVERED BY
 CK4347'T. HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4348 ***********************************************************************
 CK4348  DESIGNATION -  7 234
 CK4348  PID         -  CK4348
 CK4348  STATE/COUNTY-  SC/BEAUFORT
 CK4348  USGS QUAD   -  BLUFFTON (1972)
 CK4348
 CK4348                         *CURRENT SURVEY CONTROL
 CK4348  ___________________________________________________________________
 CK4348* NAD 83(2001)-  32 12 56.92981(N)    080 45 00.21549(W)     ADJUSTED  
 CK4348* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 CK4348  ___________________________________________________________________
 CK4348  X           -     868,215.512 (meters)                     COMP
 CK4348  Y           -  -5,331,078.271 (meters)                     COMP
 CK4348  Z           -   3,380,687.103 (meters)                     COMP
 CK4348  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CK4348  ELLIP HEIGHT-         -28.71  (meters)          (12/20/99) GPS OBS
 CK4348  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK4348
 CK4348  HORZ ORDER  -  FIRST
 CK4348  ELLP ORDER  -  FOURTH    CLASS I
 CK4348
 CK4348.The horizontal coordinates were established by GPS observations
 CK4348.and adjusted by the National Geodetic Survey in March 2004..
 CK4348
 CK4348.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4348
 CK4348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4348
 CK4348.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4348
 CK4348.The ellipsoidal height was determined by GPS observations
 CK4348.and is referenced to NAD 83.
 CK4348
 CK4348.The geoid height was determined by GEOID03.
 CK4348
 CK4348;                    North         East     Units Scale Factor Converg.
 CK4348;SPC SC       -    42,449.314   633,164.761   MT  1.00011216   +0 08 18.8
 CK4348;SPC SC       -   139,269.40  2,077,312.21   iFT  1.00011216   +0 08 18.8
 CK4348;UTM  17      - 3,564,384.823   523,552.749   MT  0.99960684   +0 07 59.7
 CK4348
 CK4348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4348!SPC SC       -   1.00000451  x   1.00011216  =   1.00011667
 CK4348!UTM  17      -   1.00000451  x   0.99960684  =   0.99961135
 CK4348
 CK4348                          SUPERSEDED SURVEY CONTROL
 CK4348
 CK4348  NAD 83(1995)-  32 12 56.92971(N)    080 45 00.21522(W) AD(       ) 1
 CK4348  NAD 83(1986)-  32 12 56.94134(N)    080 45 00.22504(W) AD(       ) 1
 CK4348  NAD 27      -  32 12 56.21484(N)    080 45 00.83610(W) AD(       ) 1
 CK4348  NGVD 29 (10/12/88)    3.3    (m)           11.     (f) GPS OBS        
 CK4348
 CK4348.Superseded values are not recommended for survey control.
 CK4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4348.See file dsdata.txt to determine how the superseded data were derived.
 CK4348
 CK4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2355364385(NAD 83)
 CK4348_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4348_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4348+STABILITY: SURFACE MOTION
 CK4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4348+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1987
 CK4348
 CK4348  HISTORY     - Date     Condition        Report By
 CK4348  HISTORY     - 1985     MONUMENTED       NGS
 CK4348  HISTORY     - 19870129 GOOD
 CK4348  HISTORY     - 19960611 GOOD             USPSQD
 CK4348  HISTORY     - 20030423 MARK NOT FOUND   SCGS
 CK4348
 CK4348                          STATION DESCRIPTION
 CK4348
 CK4348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4348'THE STATION IS LOCATED ON HILTON HEAD ISLAND, ACROSS U.S. HIGHWAY
 CK4348'278 FROM THE POST OFFICE, ON THE RIGHT-OF-WAY OF HIGHWAY 278, AT
 CK4348'THE NORTHEAST CORNER OF THE GROUNDS OF THE BEAUFORT COUNTY
 CK4348'COURTHOUSE ANNEX BUILDING.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF
 CK4348'HIGHWAYS.
 CK4348'
 CK4348'THE STATION IS AT THE NORTHEAST CORNER OF THE GROUNDS OF THE
 CK4348'BEAUFORT COUNTY COURTHOUSE ANNEX BUILDING, ON THE RIGHT-OF-WAY OF
 CK4348'HIGHWAY 278.
 CK4348'
 CK4348'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 234
 CK4348'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4348'POST 2 CM BELOW GROUND.  IT IS 6.6 METERS SOUTH OF THE CENTER OF
 CK4348'THE EASTBOUND LANES OF HIGHWAY 278, 5.8 METERS WEST OF THE CENTER
 CK4348'OF THE EAST ENTRANCE DRIVE, 21.0 METERS EAST OF A UTILITY POLE, AND
 CK4348'1.0 METER SOUTH OF THE SOUTH EDGE OF A SIDEWALK.  THE SUBSURFACE
 CK4348'DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 1.2 METERS
 CK4348'BELOW GROUND.
 CK4348'
 CK4348'THIS STATION IS INTERVISIBLE WITH STATION 7 233.  STATION WAS
 CK4348'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4348
 CK4348                          STATION RECOVERY (1987)
 CK4348
 CK4348'RECOVERED 1987
 CK4348'RECOVERED IN GOOD CONDITION.
 CK4348
 CK4348                          STATION RECOVERY (1996)
 CK4348
 CK4348'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK4348'RECOVERED IN GOOD CONDITION.
 CK4348
 CK4348                          STATION RECOVERY (2003)
 CK4348
 CK4348'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4348'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK4348'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK4348'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY TRAFFIC
 CK4348'LANE CONSTRUCTION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4349 ***********************************************************************
 CK4349  CBN         -  This is a Cooperative Base Network Control Station.
 CK4349  DESIGNATION -  7 235
 CK4349  PID         -  CK4349
 CK4349  STATE/COUNTY-  SC/BEAUFORT
 CK4349  USGS QUAD   -  ST HELENA SOUND (1979)
 CK4349
 CK4349                         *CURRENT SURVEY CONTROL
 CK4349  ___________________________________________________________________
 CK4349* NAD 83(2001)-  32 24 22.23265(N)    080 27 30.65591(W)     ADJUSTED  
 CK4349* NAVD 88     -         3.144  (meters)      10.31   (feet)  ADJUSTED  
 CK4349  ___________________________________________________________________
 CK4349  X           -     893,460.497 (meters)                     COMP
 CK4349  Y           -  -5,315,464.094 (meters)                     COMP
 CK4349  Z           -   3,398,527.993 (meters)                     COMP
 CK4349  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CK4349  ELLIP HEIGHT-         -28.80  (meters)          (01/30/03) GPS OBS
 CK4349  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK4349  DYNAMIC HT  -           3.140 (meters)      10.30  (feet)  COMP
 CK4349  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CK4349
 CK4349  HORZ ORDER  -  B
 CK4349  VERT ORDER  -  FIRST     CLASS II
 CK4349  ELLP ORDER  -  FOURTH    CLASS II
 CK4349
 CK4349.The horizontal coordinates were established by GPS observations
 CK4349.and adjusted by the National Geodetic Survey in January 2003..
 CK4349
 CK4349.The orthometric height was determined by differential leveling
 CK4349.and adjusted by the National Geodetic Survey in September 1998..
 CK4349
 CK4349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4349
 CK4349.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4349
 CK4349.The ellipsoidal height was determined by GPS observations
 CK4349.and is referenced to NAD 83.
 CK4349
 CK4349.The geoid height was determined by GEOID03.
 CK4349
 CK4349.The dynamic height is computed by dividing the NAVD 88
 CK4349.geopotential number by the normal gravity value computed on the
 CK4349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK4349.degrees latitude (g = 980.6199 gals.).
 CK4349
 CK4349.The modeled gravity was interpolated from observed gravity values.
 CK4349
 CK4349;                    North         East     Units Scale Factor Converg.
 CK4349;SPC SC       -    63,665.461   660,541.239   MT  1.00003436   +0 18 00.7
 CK4349;SPC SC       -   208,876.18  2,167,130.05   iFT  1.00003436   +0 18 00.7
 CK4349;UTM  17      - 3,585,587.606   550,919.671   MT  0.99963197   +0 17 24.7
 CK4349
 CK4349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4349!SPC SC       -   1.00000452  x   1.00003436  =   1.00003888
 CK4349!UTM  17      -   1.00000452  x   0.99963197  =   0.99963649
 CK4349
 CK4349:                Primary Azimuth Mark                     Grid Az
 CK4349:SPC SC       -  866 8146 TIDAL 5                         291 36 00.9
 CK4349:UTM  17      -  866 8146 TIDAL 5                         291 36 36.9
 CK4349
 CK4349|---------------------------------------------------------------------|
 CK4349| PID    Reference Object                     Distance      Geod. Az  |
 CK4349|                                                           dddmmss.s |
 CK4349| CK2336 866 8146 TIDAL 5                    469.770 METERS 2915401.6 |
 CK4349|---------------------------------------------------------------------|
 CK4349
 CK4349                          SUPERSEDED SURVEY CONTROL
 CK4349
 CK4349  NAD 83(1986)-  32 24 22.24376(N)    080 27 30.66335(W) AD(       ) 1
 CK4349  NAD 83(1995)-  32 24 22.23258(N)    080 27 30.65593(W) AD(       ) B
 CK4349  ELLIP H (09/11/96)  -28.77   (m)                       GP(       ) 4 1
 CK4349  NAD 83(1986)-  32 24 22.24430(N)    080 27 30.66418(W) AD(       ) 1
 CK4349  NAD 27      -  32 24 21.55186(N)    080 27 31.26931(W) AD(       ) 1
 CK4349  NAVD 88 (09/11/96)    3.14   (m)           10.3    (f) LEVELING    3  
 CK4349  NGVD 29 (10/12/88)    3.5    (m)           11.     (f) GPS OBS        
 CK4349
 CK4349.Superseded values are not recommended for survey control.
 CK4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4349.See file dsdata.txt to determine how the superseded data were derived.
 CK4349
 CK4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5092085588(NAD 83)
 CK4349_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4349_STAMPING: 7 235 1985
 CK4349_MARK LOGO: NGS   
 CK4349_PROJECTION: FLUSH
 CK4349_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4349+STABILITY: SURFACE MOTION
 CK4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4349+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 CK4349
 CK4349  HISTORY     - Date     Condition        Report By
 CK4349  HISTORY     - 1985     MONUMENTED       NGS
 CK4349  HISTORY     - 19870209 GOOD
 CK4349  HISTORY     - 19950206 GOOD             SCGS
 CK4349  HISTORY     - 19950327 GOOD             USPSQD
 CK4349  HISTORY     - 19950713 GOOD             SCGS
 CK4349  HISTORY     - 19980317 GOOD             SCGS
 CK4349  HISTORY     - 20000613 GOOD             SCGS
 CK4349  HISTORY     - 20020616 GOOD             USPSQD
 CK4349  HISTORY     - 20030429 GOOD             SCGS
 CK4349  HISTORY     - 20040317 GOOD             GREOMA
 CK4349  HISTORY     - 20050705 GOOD             SCGS
 CK4349  HISTORY     - 20060625 GOOD             USPSQD
 CK4349
 CK4349                          STATION DESCRIPTION
 CK4349
 CK4349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4349'THE STATION IS LOCATED 11.45 KM (7.1 MI) EAST OF FROGMORE, AT THE
 CK4349'WEST END OF THE U.S. HIGHWAY 21 BRIDGE OVER HARBOR RIVER, ON
 CK4349'HIGHWAY RIGHT-OF-WAY.  (THIS STATION IS A REPLACEMENT FOR SWING
 CK4349'1963 WHICH WAS FOUND DESTROYED AT THIS SITE).  OWNERSHIP--SOUTH
 CK4349'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4349'
 CK4349'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 21 AND S-7-45 (JUST EAST
 CK4349'OF THE FROGMORE POST OFFICE), GO EAST ON HIGHWAY 21 FOR 11.83 KM
 CK4349'(7.35 MI) TO THE BRIDGE AND THE STATION ON THE RIGHT.
 CK4349'
 CK4349'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 235
 CK4349'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4349'POST 2 CM BELOW GROUND.  IT IS 4.1 METERS SOUTH-SOUTHWEST OF THE
 CK4349'HIGHWAY CENTER, 3.8 METERS WEST OF THE SOUTHWEST CORNER OF THE
 CK4349'BRIDGE, 3.0 METERS WEST-NORTHWEST OF UTILITY POLE 110271, 8.9
 CK4349'METERS EAST OF THE WEST END OF A GUARDRAIL, 1.4 METER
 CK4349'SOUTH-SOUTHWEST OF THE GUARDRAIL, 9.6 METERS SOUTHWEST OF SWING
 CK4349'1963 RM 2, AND 12.1 METERS WEST OF SWING 1963 RM 1. (MARKS WERE NOT
 CK4349'MEASURED).  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR
 CK4349'CONCRETE MASS 1.2 METERS BELOW GROUND.
 CK4349'
 CK4349'THIS STATION IS INTERVISIBLE WITH TIDAL NO 5 NOS.  STATION WAS
 CK4349'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4349
 CK4349                          STATION RECOVERY (1987)
 CK4349
 CK4349'RECOVERED 1987
 CK4349'RECOVERED IN GOOD CONDITION.
 CK4349
 CK4349                          STATION RECOVERY (1995)
 CK4349
 CK4349'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK4349'STATION IS LOCATED 12.3 MILES (19.8 KM) EAST OF BEAUFORT, AT THE
 CK4349'SOUTHWEST CORNER OF THE HARBOR RIVER BRIDGE CONNECTING ST.  HELENA
 CK4349'ISLAND AND HARBOR ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK4349'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK4349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21, STATE
 CK4349'HIGHWAY 802 (LADYS ISLAND DRIVE) AND U.S. HIGHWAY 21 BUSINESS (SEA
 CK4349'ISLAND PARKWAY) ON LADYS ISLAND, 1.6 MILES (2.6 KM) SOUTHEAST OF
 CK4349'BEAUFORT, GO SOUTHEAST ON HIGHWAY 21 4.7 MILES (7.6 KM) TO THE
 CK4349'JUNCTION OF STATE ROAD 45 (MARTIN LUTHER KING JR. DRIVE) IN FROGMORE,
 CK4349'CONTINUE ON HIGHWAY 21 FOR 7.35 MILES (11.83 KM) TO THE STATION BEHIND
 CK4349'A GUARDRAIL NEAR THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE OVER THE
 CK4349'HARBOR RIVER.  STATION IS A CONCRETE POST RECESSED 0.4 FOOT (12.2 CM)
 CK4349'AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 17.4 FEET (5.3 M) SOUTH
 CK4349'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 5.2 FEET (1.6 M) WEST OF A
 CK4349'POWER POLE NUMBER 110271 WITH SIX GUY WIRES, 39.2 FEET (11.9 M) WEST
 CK4349'OF REFERENCE MARK SWING RM 1, 31.5 FEET (9.6 M) SOUTHWEST OF TIDAL
 CK4349'BENCH MARK 866 8146 TIDAL 2, 12.6 FEET (3.8 M) WEST OF THE WEST END OF
 CK4349'THE CONCRETE RAIL AT THE SOUTHWEST CORNER OF THE BRIDGE, 5.0 FEET (1.5
 CK4349'M) SOUTH SOUTHEAST OF A WITNESS POST.  RECOVERED BY D.D. WOODS.
 CK4349
 CK4349                          STATION RECOVERY (1995)
 CK4349
 CK4349'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK4349'RECOVERED IN GOOD CONDITION.
 CK4349
 CK4349                          STATION RECOVERY (1995)
 CK4349
 CK4349'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK4349'RECOVERED AS DESCRIBED.
 CK4349
 CK4349                          STATION RECOVERY (1998)
 CK4349
 CK4349'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4349'RECOVERED AS DESCRIBED.
 CK4349
 CK4349                          STATION RECOVERY (2000)
 CK4349
 CK4349'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK4349'RECOVERED AS DESCRIBED.
 CK4349
 CK4349                          STATION RECOVERY (2002)
 CK4349
 CK4349'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK4349'RECOVERED IN GOOD CONDITION.
 CK4349
 CK4349                          STATION RECOVERY (2003)
 CK4349
 CK4349'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4349'STATION IS LOCATED 12.5 MILES EAST OF BEAUFORT. OWNERSHIP--SCDOT,
 CK4349'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK4349'803-737-1350. TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 21
 CK4349'(SEA ISLAND PARKWAY)  AND STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 1.65
 CK4349'MILES SOUTHEAST OF BEAUFORT, GO  SOUTHEAST ON HIGHWAY 21 FOR 4.7 MILES
 CK4349'TO THE JUNCTION OF STATE ROAD 45 (M.L.  KING JR. DRIVE), CONTINUE ON
 CK4349'HIGHWAY 21 FOR 5.1 MILES TO THE JUNCTION OF STATE ROAD 77  (COFFINS
 CK4349'POINT ROAD LEFT AND SEASIDE ROAD RIGHT), CONTINUE ON HIGHWAY 21 FOR
 CK4349'2.25 MILES  TO THE STATION ON THE RIGHT NEAR A POWER POLE BEHIND A
 CK4349'METAL GUARD RAIL NEAR THE  SOUTHWEST CORNER OF THE CONCRETE BRIDGE
 CK4349'OVER THE HARBOR RIVER CONNECTING ST.  HELENA ISLAND TO HARBOR ISLAND.
 CK4349'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 CK4349'THE  HIGHWAY, 17.4 FEET SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 CK4349'5.2 FEET WEST  OF THE POWER POLE NUMBER 110271 WITH A SCGS REFERENCE
 CK4349'WASHER AND A METAL  NGS WITNESS SIGN ATTACHED, 12.1 FEET WEST OF THE
 CK4349'SOUTHWEST CORNER OF THE  BRIDGE, 4.9 FEET SOUTHEAST OF A WITNESS POST.
 CK4349'RECOVERED BY T. HALL.
 CK4349
 CK4349                          STATION RECOVERY (2004)
 CK4349
 CK4349'RECOVERY NOTE BY GREENHORNE-OMARA 2004 (TDT)
 CK4349'RECOVERED IN GOOD CONDITION.
 CK4349
 CK4349                          STATION RECOVERY (2005)
 CK4349
 CK4349'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK4349'RECOVERED AS DESCRIBED.
 CK4349
 CK4349                          STATION RECOVERY (2006)
 CK4349
 CK4349'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK4349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4350 ***********************************************************************
 CK4350  DESIGNATION -  7 236
 CK4350  PID         -  CK4350
 CK4350  STATE/COUNTY-  SC/BEAUFORT
 CK4350  USGS QUAD   -  BLUFFTON (1972)
 CK4350
 CK4350                         *CURRENT SURVEY CONTROL
 CK4350  ___________________________________________________________________
 CK4350* NAD 83(2001)-  32 07 35.26275(N)    080 47 21.51932(W)     ADJUSTED  
 CK4350* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 CK4350  ___________________________________________________________________
 CK4350  X           -     865,407.421 (meters)                     COMP
 CK4350  Y           -  -5,336,878.032 (meters)                     COMP
 CK4350  Z           -   3,372,299.352 (meters)                     COMP
 CK4350  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 CK4350  ELLIP HEIGHT-         -30.33  (meters)          (12/20/99) GPS OBS
 CK4350  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CK4350
 CK4350  HORZ ORDER  -  FIRST
 CK4350  ELLP ORDER  -  FOURTH    CLASS I
 CK4350
 CK4350.The horizontal coordinates were established by GPS observations
 CK4350.and adjusted by the National Geodetic Survey in March 2004..
 CK4350
 CK4350.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4350
 CK4350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4350
 CK4350.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4350
 CK4350.The ellipsoidal height was determined by GPS observations
 CK4350.and is referenced to NAD 83.
 CK4350
 CK4350.The geoid height was determined by GEOID03.
 CK4350
 CK4350;                    North         East     Units Scale Factor Converg.
 CK4350;SPC SC       -    32,531.557   629,484.315   MT  1.00015241   +0 07 00.5
 CK4350;SPC SC       -   106,730.83  2,065,237.25   iFT  1.00015241   +0 07 00.5
 CK4350;UTM  17      - 3,554,472.609   519,873.366   MT  0.99960487   +0 06 43.4
 CK4350
 CK4350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4350!SPC SC       -   1.00000476  x   1.00015241  =   1.00015717
 CK4350!UTM  17      -   1.00000476  x   0.99960487  =   0.99960963
 CK4350
 CK4350                          SUPERSEDED SURVEY CONTROL
 CK4350
 CK4350  NAD 83(1995)-  32 07 35.26297(N)    080 47 21.51972(W) AD(       ) 1
 CK4350  NAD 83(1986)-  32 07 35.27412(N)    080 47 21.53222(W) AD(       ) 1
 CK4350  NAD 27      -  32 07 34.53394(N)    080 47 22.14510(W) AD(       ) 1
 CK4350  NGVD 29 (10/12/88)    1.5    (m)            5.     (f) GPS OBS        
 CK4350
 CK4350.Superseded values are not recommended for survey control.
 CK4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4350.See file dsdata.txt to determine how the superseded data were derived.
 CK4350
 CK4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1987354473(NAD 83)
 CK4350_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4350_SP_SET: CONCRETE POST
 CK4350_STAMPING: 7 236 1985
 CK4350_MARK LOGO: NGS   
 CK4350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK4350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4350+STABILITY: SURFACE MOTION
 CK4350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4350+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1988
 CK4350
 CK4350  HISTORY     - Date     Condition        Report By
 CK4350  HISTORY     - 1985     MONUMENTED       NGS
 CK4350  HISTORY     - 1985     GOOD             NGS
 CK4350  HISTORY     - 19851024 GOOD             SC-013
 CK4350  HISTORY     - 19870129 GOOD
 CK4350  HISTORY     - 19881028 GOOD
 CK4350  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 CK4350  HISTORY     - 20030423 MARK NOT FOUND   SCGS
 CK4350
 CK4350                          STATION DESCRIPTION
 CK4350
 CK4350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4350'THE STATION IS LOCATED ON HILTON HEAD ISLAND, ON SEA ISLAND
 CK4350'PLANTATION, ABOUT 4.0 KM (2.5 MI) NORTHEAST OF THE SOUTHWEST END OF
 CK4350'THE ISLAND, 3.7 KM (2.3 MI) WEST-SOUTHWEST OF THE MAIN ENTRANCE TO
 CK4350'THE PLANTATION AT THE TRAFFIC CIRCLE WHERE HIGHWAY 278 TURNS FROM
 CK4350'WEST TO SOUTH, AT A SMALL CANAL, ACROSS THE ROAD FROM THE SEA PINES
 CK4350'CONFERENCE CENTER AND INN.  OWNERSHIP--SEA PINES PLANTATION, HILTON
 CK4350'HEAD ISLAND, SC.
 CK4350'
 CK4350'TO REACH FROM THE HILTON HEAD POST OFFICE (ACROSS THE ROAD FROM THE
 CK4350'BEAUFORT COUNTY COURTHOUSE ANNEX), GO EAST ON HIGWAY 278 FOR 5.8
 CK4350'(3.6 MI) TO THE ENTRANCE TO PORT ROYAL PLANTATION ON THE LEFT.
 CK4350'CONTINUE ON HIGHWAY 278 FOR 9.0 KM (5.6 MI) TO A TRAFFIC CIRCLE.
 CK4350'CONTINUE THREE QUARTERS AROUND THE TRAFFIC CIRCLE, THEN GO
 CK4350'SOUTHERLY ON HIGHWAY 278 FOR 1.0 KM (0.65 MI) TO A CROSS STREET.
 CK4350'TURN RIGHT, WEST, ON CORDILLO PARKWAY FOR 2.18 KM (1.35 MI) TO A
 CK4350'T-ROAD.  TURN RIGHT ON NORTH SEA PINES DRIVE FOR 1.82 KM (1.1 MI)
 CK4350'TO A SMALL LAGOON AND WOODEN PEDESTRIAN BRIDGE AND THE STATION
 CK4350'ON THE LEFT IN THE LAWN.
 CK4350'
 CK4350'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 236
 CK4350'1985---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4350'POST FLUSH WITH THE GROUND.  IT IS 7.4 METERS WEST OF A
 CK4350'TELEPHONE PEDESTAL AT THE SOUTHWEST CORNER OF THE BRIDGE, 1.9
 CK4350'METERS SOUTH-SOUTHWEST OF THE SOUTH EDGE OF A PAVED WALKWAY, 3.8
 CK4350'METERS NORTH OF THE WATERS EDGE AND 10.4 METERS SOUTH-SOUTHWEST OF
 CK4350'THE ROAD CENTER.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN
 CK4350'IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW GROUND.
 CK4350'
 CK4350'NO INTERVISIBLE MARK WAS SET FOR THIS STATION.  STATION WAS
 CK4350'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4350
 CK4350                          STATION RECOVERY (1985)
 CK4350
 CK4350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4350'RECOVERED IN GOOD CONDITION.
 CK4350
 CK4350                          STATION RECOVERY (1985)
 CK4350
 CK4350'RECOVERY NOTE BY BEAUFORT COUNTY SOUTH CAROLINA 1985
 CK4350'RECOVERED IN GOOD CONDITION.
 CK4350
 CK4350                          STATION RECOVERY (1987)
 CK4350
 CK4350'RECOVERED 1987
 CK4350'RECOVERED IN GOOD CONDITION.
 CK4350
 CK4350                          STATION RECOVERY (1988)
 CK4350
 CK4350'RECOVERED 1988
 CK4350'RECOVERED IN GOOD CONDITION.
 CK4350
 CK4350                          STATION RECOVERY (1996)
 CK4350
 CK4350'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK4350'MARK NOT FOUND.
 CK4350
 CK4350                          STATION RECOVERY (2003)
 CK4350
 CK4350'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4350'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK4350'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK4350'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY REWORKING
 CK4350'OF A GOLF COURSE. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4351 ***********************************************************************
 CK4351  DESIGNATION -  7 237
 CK4351  PID         -  CK4351
 CK4351  STATE/COUNTY-  SC/BEAUFORT
 CK4351  USGS QUAD   -  HILTON HEAD (1971)
 CK4351
 CK4351                         *CURRENT SURVEY CONTROL
 CK4351  ___________________________________________________________________
 CK4351* NAD 83(2001)-  32 11 25.41552(N)    080 42 39.69029(W)     ADJUSTED  
 CK4351* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 CK4351  ___________________________________________________________________
 CK4351  X           -     872,089.785 (meters)                     COMP
 CK4351  Y           -  -5,331,968.115 (meters)                     COMP
 CK4351  Z           -   3,378,301.880 (meters)                     COMP
 CK4351  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CK4351  ELLIP HEIGHT-         -28.67  (meters)          (12/20/99) GPS OBS
 CK4351  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK4351
 CK4351  HORZ ORDER  -  FIRST
 CK4351  ELLP ORDER  -  FOURTH    CLASS I
 CK4351
 CK4351.The horizontal coordinates were established by GPS observations
 CK4351.and adjusted by the National Geodetic Survey in March 2004..
 CK4351
 CK4351.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4351
 CK4351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4351
 CK4351.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4351
 CK4351.The ellipsoidal height was determined by GPS observations
 CK4351.and is referenced to NAD 83.
 CK4351
 CK4351.The geoid height was determined by GEOID03.
 CK4351
 CK4351;                    North         East     Units Scale Factor Converg.
 CK4351;SPC SC       -    39,639.685   636,852.898   MT  1.00012337   +0 09 36.7
 CK4351;SPC SC       -   130,051.46  2,089,412.40   iFT  1.00012337   +0 09 36.7
 CK4351;UTM  17      - 3,561,576.254   527,238.722   MT  0.99960915   +0 09 14.2
 CK4351
 CK4351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4351!SPC SC       -   1.00000450  x   1.00012337  =   1.00012787
 CK4351!UTM  17      -   1.00000450  x   0.99960915  =   0.99961365
 CK4351
 CK4351                          SUPERSEDED SURVEY CONTROL
 CK4351
 CK4351  NAD 83(1995)-  32 11 25.41537(N)    080 42 39.69060(W) AD(       ) 1
 CK4351  NAD 83(1986)-  32 11 25.42705(N)    080 42 39.69980(W) AD(       ) 1
 CK4351  NAD 27      -  32 11 24.69492(N)    080 42 40.31287(W) AD(       ) 1
 CK4351  NGVD 29 (10/12/88)    3.3    (m)           11.     (f) GPS OBS        
 CK4351
 CK4351.Superseded values are not recommended for survey control.
 CK4351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4351.See file dsdata.txt to determine how the superseded data were derived.
 CK4351
 CK4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2723961576(NAD 83)
 CK4351_MARKER: DH = HORIZONTAL CONTROL DISK
 CK4351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4351_SP_SET: CONCRETE POST
 CK4351_STAMPING: 7 237 1985
 CK4351_MARK LOGO: NGS   
 CK4351_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4351+STABILITY: SURFACE MOTION
 CK4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK4351+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1989
 CK4351
 CK4351  HISTORY     - Date     Condition        Report By
 CK4351  HISTORY     - 1985     MONUMENTED       NGS
 CK4351  HISTORY     - 1985     GOOD             NGS
 CK4351  HISTORY     - 19870129 GOOD
 CK4351  HISTORY     - 19890727 GOOD             NGS
 CK4351
 CK4351                          STATION DESCRIPTION
 CK4351
 CK4351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 CK4351'THE STATION IS LOCATED ON HILTON HEAD ISLAND, ALONG U.S. HIGHWAY
 CK4351'278, ABOUT 4.5 KM (2.5 MI) EAST-SOUTHEAST OF THE BEAUFORT COUNTY
 CK4351'COURTHOUSE ANNEX AND THE POST OFFICE, ABOUT 2.1 KM (1.3 MI)
 CK4351'SOUTHWEST OF THE ENTRANCE TO PORT ROYAL PLANTATION, IN A GRASS AREA
 CK4351'AT A LARGE CINDER BLOCK SIGN (PALMETTO DUNES).
 CK4351'DUNES PLANTATION.
 CK4351'
 CK4351'TO REACH FROM THE HILTON HEAD POST OFFICE (ACROSS THE ROAD FROM THE
 CK4351'COURTHOUSE ANNEX), GO EAST ON HIGHWAY 278 FOR 5.8 KM (3.6 MI) TO
 CK4351'THE PORT ROYAL PLANTATION ON THE LEFT.  CONTINUE SOUTHWEST ON THE
 CK4351'HIGHWAY FOR 2.15 KM (1.35 MI) TO A ROAD LEFT TO SINGLETON BEACH.
 CK4351'CONTINUE AHEAD FOR 0.62 KM (0.4 MI) TO THE STATION ON THE RIGHT ON
 CK4351'SOUTH SIDE OF SMALL CANAL.
 CK4351'
 CK4351'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---7 237
 CK4351'1985---. THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 CK4351'POST FLUSH WITH THE GROUND.  IT IS 32.7 METERS EAST OF THE SOUTH
 CK4351'END OF THE CINDER BLOCK BILLBOARD, 12.2 METERS NORTHWEST OF THE
 CK4351'CENTER OF THE SOUTHBOUND LANES, 3.9 METERS NORTHWEST OF A
 CK4351'FIBERGLASS WITNESS POST IN A POLE FENCE, AND 28.6 METERS SOUTHWEST
 CK4351'OF THE SOUTHWEST WINGWALL OF A LARGE BOX CULVERT AT CANAL, IN LAWN.
 CK4351'THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS
 CK4351'1.2 METERS BELOW GROUND.
 CK4351'
 CK4351'THIS STATION IS INTERVISIBLE WITH STATION TIDAL 9299 E NOS.
 CK4351'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4351
 CK4351                          STATION RECOVERY (1985)
 CK4351
 CK4351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CK4351'RECOVERED IN GOOD CONDITION.
 CK4351
 CK4351                          STATION RECOVERY (1987)
 CK4351
 CK4351'RECOVERED 1987
 CK4351'RECOVERED IN GOOD CONDITION.
 CK4351
 CK4351                          STATION RECOVERY (1989)
 CK4351
 CK4351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CK4351'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM THE HILTON HEAD
 CK4351'POST OFFICE (ACROSS THE ROAD FROM THE COURTHOUSE ANNEX), PROCEED EAST
 CK4351'FOR 3.6 MILES ALONG U.S. HIGHWAY 278 TO THE PORT ROYAL PLANTATION ON
 CK4351'THE LEFT, GO SOUTHWEST FOR 1.35 MILES ALONG THE HIGHWAY TO A ROAD
 CK4351'LEFT TO SINGLETON BEACH, PROCEED AHEAD FOR 0.4 MILES TO THE STATION
 CK4351'ON THE RIGHT ON THE SOUTH SIDE OF SMALL CANAL.  MARKER IS 32.7 METERS
 CK4351'EAST OF THE SOUTH END OF THE CINDER BLOCK BILLBOARD, 12.2 METERS
 CK4351'NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES, 3.9 METERS NORTHWEST
 CK4351'OF A FIBERGLASS WITNESS POST IN A POLE FENCE AND 28.6 METERS
 CK4351'SOUTHWEST OF THE SOUTHWEST WINGWALL OF A LARGE BOX CULVERT AT CANAL,
 CK4351'IN LAWN.  MARK IS FLUSH WITH THE GROUND.  MARK IS A STANDARD DISK SET
 CK4351'IN THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0062 ***********************************************************************
 ED0062  DESIGNATION -  7 655
 ED0062  PID         -  ED0062
 ED0062  STATE/COUNTY-  SC/GREENVILLE
 ED0062  USGS QUAD   -  GREENVILLE (1983)
 ED0062
 ED0062                         *CURRENT SURVEY CONTROL
 ED0062  ___________________________________________________________________
 ED0062* NAD 83(1986)-  34 45 42.     (N)    082 25 55.     (W)     SCALED    
 ED0062* NAVD 88     -       285.415  (meters)     936.40   (feet)  ADJUSTED  
 ED0062  ___________________________________________________________________
 ED0062  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ED0062  DYNAMIC HT  -         285.124 (meters)     935.44  (feet)  COMP
 ED0062  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 ED0062
 ED0062  VERT ORDER  -  FIRST     CLASS II
 ED0062
 ED0062.The horizontal coordinates were scaled from a topographic map and have
 ED0062.an estimated accuracy of +/- 6 seconds.
 ED0062
 ED0062.The orthometric height was determined by differential leveling
 ED0062.and adjusted by the National Geodetic Survey in June 1991..
 ED0062
 ED0062.The geoid height was determined by GEOID03.
 ED0062
 ED0062.The dynamic height is computed by dividing the NAVD 88
 ED0062.geopotential number by the normal gravity value computed on the
 ED0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0062.degrees latitude (g = 980.6199 gals.).
 ED0062
 ED0062.The modeled gravity was interpolated from observed gravity values.
 ED0062
 ED0062;                    North         East    Units  Estimated Accuracy
 ED0062;SPC SC       -   325,660.      478,510.      MT  (+/- 180 meters Scaled)
 ED0062
 ED0062                          SUPERSEDED SURVEY CONTROL
 ED0062
 ED0062  NGVD 29 (??/??/92)  285.513  (m)          936.72   (f) ADJ UNCH    1 2
 ED0062
 ED0062.Superseded values are not recommended for survey control.
 ED0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0062.See file dsdata.txt to determine how the superseded data were derived.
 ED0062
 ED0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU689475(NAD 83)
 ED0062_MARKER: X = CHISELED CROSS
 ED0062_SETTING: 80 = SET IN A BOULDER
 ED0062_SP_SET: BOULDER
 ED0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0062+STABILITY: SURFACE MOTION
 ED0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0062+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 ED0062
 ED0062  HISTORY     - Date     Condition        Report By
 ED0062  HISTORY     - UNK      MONUMENTED       SCHD
 ED0062  HISTORY     - 1933     GOOD             NGS
 ED0062  HISTORY     - 20000710 MARK NOT FOUND   SCGS
 ED0062
 ED0062                          STATION DESCRIPTION
 ED0062
 ED0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0062'4.1 MI N FROM PIEDMONT.
 ED0062'ABOUT 4.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM PIEDMONT,
 ED0062'GREENVILLE COUNTY, 37 FEET NORTH OF MILEPOST 136, BETWEEN THE
 ED0062'TRACKS AND STATE HIGHWAY 20, 16 FEET EAST OF THE EAST RAIL,
 ED0062'79 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ON THE
 ED0062'NORTHWEST END OF A BOULDER.  A CHISELED CROSS WITHIN A CIRCLE.
 ED0062
 ED0062                          STATION RECOVERY (2000)
 ED0062
 ED0062'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0062'NOT RECOVERED, MEASUREMENTS LED TO BOULDER, CROSS APPEARS TO HAVE
 ED0062'ERODED AWAY.  RECOVERY BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0311 ***********************************************************************
 ED0311  DESIGNATION -  7 805
 ED0311  PID         -  ED0311
 ED0311  STATE/COUNTY-  SC/ABBEVILLE
 ED0311  USGS QUAD   -  CALHOUN FALLS (1985)
 ED0311
 ED0311                         *CURRENT SURVEY CONTROL
 ED0311  ___________________________________________________________________
 ED0311* NAD 83(1986)-  34 05 45.     (N)    082 35 56.     (W)     SCALED    
 ED0311* NAVD 88     -       170.013  (meters)     557.78   (feet)  ADJUSTED  
 ED0311  ___________________________________________________________________
 ED0311  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 ED0311  DYNAMIC HT  -         169.843 (meters)     557.23  (feet)  COMP
 ED0311  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 ED0311
 ED0311  VERT ORDER  -  FIRST     CLASS II
 ED0311
 ED0311.The horizontal coordinates were scaled from a topographic map and have
 ED0311.an estimated accuracy of +/- 6 seconds.
 ED0311
 ED0311.The orthometric height was determined by differential leveling
 ED0311.and adjusted by the National Geodetic Survey in June 1991..
 ED0311
 ED0311.The geoid height was determined by GEOID03.
 ED0311
 ED0311.The dynamic height is computed by dividing the NAVD 88
 ED0311.geopotential number by the normal gravity value computed on the
 ED0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0311.degrees latitude (g = 980.6199 gals.).
 ED0311
 ED0311.The modeled gravity was interpolated from observed gravity values.
 ED0311
 ED0311;                    North         East    Units  Estimated Accuracy
 ED0311;SPC SC       -   252,040.      462,090.      MT  (+/- 180 meters Scaled)
 ED0311
 ED0311                          SUPERSEDED SURVEY CONTROL
 ED0311
 ED0311  NGVD 29 (??/??/92)  170.164  (m)          558.28   (f) ADJ UNCH    1 2
 ED0311
 ED0311.Superseded values are not recommended for survey control.
 ED0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0311.See file dsdata.txt to determine how the superseded data were derived.
 ED0311
 ED0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT525739(NAD 83)
 ED0311_MARKER: S = SPIKE
 ED0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0311_SP_SET: TREE
 ED0311_PROJECTION: FLUSH
 ED0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0311
 ED0311  HISTORY     - Date     Condition        Report By
 ED0311  HISTORY     - UNK      MONUMENTED       SCHD
 ED0311  HISTORY     - 1933     GOOD             NGS
 ED0311  HISTORY     - 19970611 MARK NOT FOUND   SCGS
 ED0311
 ED0311                          STATION DESCRIPTION
 ED0311
 ED0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0311'0.3 MI N FROM CALHOUN FALLS.
 ED0311'0.3 MILE NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 ED0311'FROM CALHOUN FALLS, ABBEVILLE COUNTY, 0.1 MILE SOUTH OF MILEPOST 68,
 ED0311'60 FEET NORTH OF A SWITCH STAND 51 FEET EAST OF THE EAST RAIL,
 ED0311'IN THE SOUTH SIDE OF A 15-INCH PINE TREE, AND ABOUT 1 FOOT ABOVE
 ED0311'THE GROUND.  A RAILROAD SPIKE.
 ED0311
 ED0311                          STATION RECOVERY (1997)
 ED0311
 ED0311'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED0311'NOT RECOVERED, ONLY MEASUREMENTS IN DESCRIPTION ARE RAILROAD
 ED0311'MEASUREMENTS, RAILROAD HAS BEEN REMOVED, UNABLE TO LOCATE, SEARCHED 10
 ED0311'MINUTES.  RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC1760 ***********************************************************************
 EC1760  DESIGNATION -  7 AAS
 EC1760  PID         -  EC1760
 EC1760  STATE/COUNTY-  SC/LAURENS
 EC1760  USGS QUAD   -  JOANNA (1971)
 EC1760
 EC1760                         *CURRENT SURVEY CONTROL
 EC1760  ___________________________________________________________________
 EC1760* NAD 83(2001)-  34 23 35.76196(N)    081 47 51.77868(W)     ADJUSTED  
 EC1760* NAVD 88     -       178.6    (meters)     586.     (feet)  VERT ANG  
 EC1760  ___________________________________________________________________
 EC1760  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 EC1760  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EC1760
 EC1760  HORZ ORDER  -  SECOND
 EC1760
 EC1760.The horizontal coordinates were established by classical geodetic methods
 EC1760.and adjusted by the National Geodetic Survey in March 2004..
 EC1760
 EC1760.The orthometric height was determined by vertical angle observations.
 EC1760
 EC1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1760
 EC1760.The geoid height was determined by GEOID03.
 EC1760
 EC1760;                    North         East     Units Scale Factor Converg.
 EC1760;SPC SC       -   284,174.552   536,254.528   MT  0.99987332   -0 26 32.1
 EC1760;SPC SC       -   932,331.21  1,759,365.25   iFT  0.99987332   -0 26 32.1
 EC1760;UTM  17      - 3,806,050.418   426,672.985   MT  0.99966627   -0 27 02.3
 EC1760
 EC1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1760!SPC SC       -   0.99997673  x   0.99987332  =   0.99985005
 EC1760!UTM  17      -   0.99997673  x   0.99966627  =   0.99964301
 EC1760
 EC1760:                Primary Azimuth Mark                     Grid Az
 EC1760:SPC SC       -  KINNARDS ET                              128 07 04.7
 EC1760:UTM  17      -  KINNARDS ET                              128 07 34.9
 EC1760
 EC1760|---------------------------------------------------------------------|
 EC1760| PID    Reference Object                     Distance      Geod. Az  |
 EC1760|                                                           dddmmss.s |
 EC1760| EC1758 KINNARDS ET                         APPROX. 1.7 KM 1274032.6 |
 EC1760| EC2120 ET 7 AAS RM 1                        28.980 METERS 16834     |
 EC1760| EC2121 ET 7 AAS RM 2                        31.285 METERS 27135     |
 EC1760|---------------------------------------------------------------------|
 EC1760
 EC1760                          SUPERSEDED SURVEY CONTROL
 EC1760
 EC1760  NAD 83(1986)-  34 23 35.76725(N)    081 47 51.78600(W) AD(       ) 2
 EC1760  NAD 27      -  34 23 35.27378(N)    081 47 52.39257(W) AD(       ) 2
 EC1760  NGVD 29 (07/19/86)  178.1    (m)          584.     (f) VERT ANG       
 EC1760
 EC1760.Superseded values are not recommended for survey control.
 EC1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1760.See file dsdata.txt to determine how the superseded data were derived.
 EC1760
 EC1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2667306050(NAD 83)
 EC1760_MARKER: DS = TRIANGULATION STATION DISK
 EC1760_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EC1760_SP_SET: COPPER-CLAD STEEL ROD
 EC1760_STAMPING: ET 7 AAS 1967
 EC1760_MARK LOGO: USGS  
 EC1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EC1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EC1760+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1990
 EC1760
 EC1760  HISTORY     - Date     Condition        Report By
 EC1760  HISTORY     - 1967     MONUMENTED       USGS
 EC1760  HISTORY     - 1967     GOOD             USGS
 EC1760  HISTORY     - 19900507 GOOD             SCGS
 EC1760  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 EC1760
 EC1760                          STATION DESCRIPTION
 EC1760
 EC1760'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (AAS)
 EC1760'STATION IS 1.55 MILES SOUTH OF JOANNA.
 EC1760'
 EC1760'TO REACH FROM THE TRAFFIC LIGHT IN THE TOWN OF JOANNA, GO
 EC1760'SOUTH ON U.S. HIGHWAY 76 FOR 1.55 MILES TO CURVE AND THE
 EC1760'STATION ON THE RIGHT.
 EC1760'
 EC1760'THE STATION MARK IS A STANDARD TABLET STAMPED ET 7 AAS 1967
 EC1760'CRIMPED TO THE TOP OF A COPPER-COATED STEEL ROD DRIVEN INTO
 EC1760'THE GROUND AND FLUSH WITH THE SURFACE.  IT IS AT A CURVE ON
 EC1760'HIGHWAY 76, ON THE PROLONGATION OF THE NORTHEAST EDGE OF THE
 EC1760'HIGHWAY NORTHWEST, 68 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EC1760'HIGHWAY, 42 FEET NORTHEAST OF THE EAST RAIL OF THE RAILROAD AND
 EC1760'26 FEET WEST OF A TELEPHONE POLE.
 EC1760'
 EC1760'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED
 EC1760'ET 7 AAS 1967 RM 1 CRIMPED TO THE TOP OF A COPPER-COATED
 EC1760'STEEL ROD DRIVEN INTO THE GROUND AND FLUSH WITH THE SURFACE.  IT
 EC1760'IS 16 FEET SOUTHWEST OF THE WEST RAIL OF THE RAILROAD.
 EC1760'
 EC1760'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET
 EC1760'STAMPED ET 7 AAS 1967 RM 2 CRIMPED TO THE TOP OF A COPPER-COATED
 EC1760'STEEL ROD DRIVEN INTO THE GROUND AND FLUSH WITH THE SURFACE.  IT
 EC1760'IS 16 FEET SOUTHWEST OF THE WEST RAIL OF THE RAILROAD AND 12 FEET
 EC1760'WEST OF A WHISTLE SIGN.
 EC1760'
 EC1760'JOANNA ET 1967 AND KINARDS ET 1967 ARE VISIBLE FROM THE GROUND.
 EC1760
 EC1760                          STATION RECOVERY (1967)
 EC1760
 EC1760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EC1760'RECOVERED IN GOOD CONDITION.
 EC1760
 EC1760                          STATION RECOVERY (1990)
 EC1760
 EC1760'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990
 EC1760'STATION IS LOCATED 1.65 MILES SOUTHEAST OF JOANNA, 1.5 MILES NORTHWEST
 EC1760'OF KINARDS. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 EC1760'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 EC1760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 (WHITMIRE
 EC1760'HIGHWAY) AND U.S. HIGHWAY 76 (MAIN STREET) IN JOANNA, GO SOUTH
 EC1760'SOUTHEAST ON HIGHWAY 76 FOR 1.55 MILES TO THE JUNCTION OF WOODYARD
 EC1760'ROAD, CONTINUE ON HIGHWAY 76 FOR 0.1 MILE TO THE STATION ON THE RIGHT
 EC1760'NEAR A BLAZED PINE TREE.
 EC1760'STATION IS A DISK CRIMPED TO A COPPER COATED ROD SURROUND BY A TERRA
 EC1760'COTTA PIPE RECESSED 1-INCH AND LEVEL WITH THE HIGHWAY, 67.7 FEET
 EC1760'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 41.3 FEET NORTHEAST OF THE
 EC1760'NORTHEAST RAIL OF A SET A RAILROAD TRACKS, 7.6 FEET NORTH NORTHWEST
 EC1760'OF THE 12-INCH PINE TREE WITH BLAZE, 10.2 FEET SOUTHEAST OF A 12-INCH
 EC1760'PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 1.7 FEET NORTHEAST
 EC1760'OF A WITNESS POST.
 EC1760'RECOVERED BY T. HALL.
 EC1760
 EC1760                          STATION RECOVERY (1999)
 EC1760
 EC1760'RECOVERY NOTE BY US POWER SQUADRON 1999
 EC1760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6672 ***********************************************************************
 AC6672  DESIGNATION -  7 DMW
 AC6672  PID         -  AC6672
 AC6672  STATE/COUNTY-  SC/LEXINGTON
 AC6672  USGS QUAD   -  LEXINGTON (1987)
 AC6672
 AC6672                         *CURRENT SURVEY CONTROL
 AC6672  ___________________________________________________________________
 AC6672* NAD 83(1986)-  33 54 59.     (N)    081 13 04.     (W)     SCALED    
 AC6672* NAVD 88     -       112.733  (meters)     369.86   (feet)  ADJUSTED  
 AC6672  ___________________________________________________________________
 AC6672  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 AC6672  DYNAMIC HT  -         112.616 (meters)     369.47  (feet)  COMP
 AC6672  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 AC6672
 AC6672  VERT ORDER  -  FIRST     CLASS II
 AC6672
 AC6672.The horizontal coordinates were scaled from a topographic map and have
 AC6672.an estimated accuracy of +/- 6 seconds.
 AC6672
 AC6672.The orthometric height was determined by differential leveling
 AC6672.and adjusted by the National Geodetic Survey in May 1997..
 AC6672
 AC6672.The geoid height was determined by GEOID03.
 AC6672
 AC6672.The dynamic height is computed by dividing the NAVD 88
 AC6672.geopotential number by the normal gravity value computed on the
 AC6672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6672.degrees latitude (g = 980.6199 gals.).
 AC6672
 AC6672.The modeled gravity was interpolated from observed gravity values.
 AC6672
 AC6672;                    North         East    Units  Estimated Accuracy
 AC6672;SPC SC       -   231,020.      589,470.      MT  (+/- 180 meters Scaled)
 AC6672
 AC6672                          SUPERSEDED SURVEY CONTROL
 AC6672
 AC6672.No superseded survey control is available for this station.
 AC6672
 AC6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT798529(NAD 83)
 AC6672_MARKER: DD = SURVEY DISK
 AC6672_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AC6672_STAMPING: 371 7 DMW 1971
 AC6672_MARK LOGO: USGS  
 AC6672_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6672+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1995
 AC6672
 AC6672  HISTORY     - Date     Condition        Report By
 AC6672  HISTORY     - 1971     MONUMENTED       USGS
 AC6672  HISTORY     - 19951004 GOOD             SCGS
 AC6672
 AC6672                          STATION DESCRIPTION
 AC6672
 AC6672'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6672'STATION IS LOCATED 4.65 MILES (7.48 KM) SOUTH SOUTHEAST OF LEXINGTON,
 AC6672'4.75 MILES (7.64 KM) WEST OF SOUTH CONGAREE.  OWNERSHIP--SCDOT,
 AC6672'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6672'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC6672'HIGHWAYS 6 (SOUTH LAKE DRIVE) , 602 AND STATE ROAD 34 (PLATT SPRINGS
 AC6672'ROAD) , 5.15 MILES (8.29 KM) SOUTH OF LEXINGTON, GO EAST ON HIGHWAY
 AC6672'602 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF STATE ROAD 244 (OLD AND
 AC6672'NEW ORANGEBURG ROAD) , TURN LEFT ON ROAD 244 FOR 0.5 MILE (0.8 KM) TO
 AC6672'THE STATION NEAR A TELEPHONE POLE IN THE SOUTHWEST ANGLE OF THE
 AC6672'JUNCTION OF STATE ROAD 1453 (SOUTHWOOD DRIVE) .  STATION IS A CONCRETE
 AC6672'FILLED TILE PIPE FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE ROAD
 AC6672'244, 34.6 FEET (10.5 M) WEST OF THE CENTER OF ROAD 244, 42.0 FEET
 AC6672'(12.8 M) SOUTHWEST OF THE EXTENDED CENTER OF ROAD 1453, 3.1 FEET (0.9
 AC6672'M) SOUTHEAST OF THE TELEPHONE POLE NUMBER 4502/012 WITH TWO GUY WIRES,
 AC6672'76.0 FEET (23.2 M) WEST NORTHWEST OF A POWER POLE NUMBER
 AC6672'410672/4402/001/100 WITH SEVEN GUY WIRES, 37.0 FEET (11.3 M) NORTH OF
 AC6672'A POWER LINE STUB POLE 410671/4403/01A WITH TWO GUY WIRES, 26.0 FEET
 AC6672'(7.9 M) SOUTH SOUTHWEST OF A WITNESS POST BESIDE A STOP SIGN.
 AC6672'RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EC0917 ***********************************************************************
 EC0917  DESIGNATION -  7 DOP
 EC0917  PID         -  EC0917
 EC0917  STATE/COUNTY-  SC/UNION
 EC0917  USGS QUAD   -  JONESVILLE (1969)
 EC0917
 EC0917                         *CURRENT SURVEY CONTROL
 EC0917  ___________________________________________________________________
 EC0917* NAD 83(1986)-  34 51 30.     (N)    081 43 42.     (W)     SCALED    
 EC0917* NAVD 88     -       210.773  (meters)     691.51   (feet)  ADJUSTED  
 EC0917  ___________________________________________________________________
 EC0917  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 EC0917  DYNAMIC HT  -         210.566 (meters)     690.83  (feet)  COMP
 EC0917  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 EC0917
 EC0917  VERT ORDER  -  FIRST     CLASS II
 EC0917
 EC0917.The horizontal coordinates were scaled from a topographic map and have
 EC0917.an estimated accuracy of +/- 6 seconds.
 EC0917
 EC0917.The orthometric height was determined by differential leveling
 EC0917.and adjusted by the National Geodetic Survey in June 1991..
 EC0917
 EC0917.The geoid height was determined by GEOID03.
 EC0917
 EC0917.The dynamic height is computed by dividing the NAVD 88
 EC0917.geopotential number by the normal gravity value computed on the
 EC0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EC0917.degrees latitude (g = 980.6199 gals.).
 EC0917
 EC0917.The modeled gravity was interpolated from observed gravity values.
 EC0917
 EC0917;                    North         East    Units  Estimated Accuracy
 EC0917;SPC SC       -   335,710.      543,000.      MT  (+/- 180 meters Scaled)
 EC0917
 EC0917                          SUPERSEDED SURVEY CONTROL
 EC0917
 EC0917  NGVD 29 (09/16/91)  210.900  (m)          691.93   (f) ADJUSTED    1 2
 EC0917
 EC0917.Superseded values are not recommended for survey control.
 EC0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC0917.See file dsdata.txt to determine how the superseded data were derived.
 EC0917
 EC0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU334575(NAD 83)
 EC0917_MARKER: DD = SURVEY DISK
 EC0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC0917_SP_SET: CONCRETE POST
 EC0917_STAMPING: 7 DOP 1966
 EC0917_MARK LOGO: USGS  
 EC0917_PROJECTION: FLUSH
 EC0917_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EC0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EC0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC0917+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002
 EC0917
 EC0917  HISTORY     - Date     Condition        Report By
 EC0917  HISTORY     - 1966     MONUMENTED       USGS
 EC0917  HISTORY     - 1980     GOOD             NGS
 EC0917  HISTORY     - 19950920 GOOD             USPSQD
 EC0917  HISTORY     - 19980225 GOOD             SCGS
 EC0917  HISTORY     - 20020405 GOOD             USPSQD
 EC0917
 EC0917                          STATION DESCRIPTION
 EC0917
 EC0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EC0917'5.5 KM (3.4 MI) SE FROM PACOLET.
 EC0917'5.5 KILOMETERS (3.4 MILES) SOUTHEAST ALONG STATE HIGHWAY 9 AND
 EC0917'U.S. HIGHWAY 176 FROM THE JUNCTION OF STATE HIGHWAY 151 IN PACOLET,
 EC0917'TO THE JUNCTION OF STATE ROAD S-44-19 ON THE RIGHT WHERE THE
 EC0917'HIGHWAY MAKES A LONG CURVE, SET ON THE NORTHEAST SIDE OF THE HIGHWAY,
 EC0917'IN LINE WITH THE EXTENDED CENTERLINE OF THE SIDE ROAD AND
 EC0917'SOUTHEAST OF A TELEPHONE POLE, 20.05 METERS (65.8 FEET) NORTHEAST
 EC0917'OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0 FEET)
 EC0917'SOUTHWEST OF THE SOUTHWEST RAIL OF TRACKS, AND 0.91 METER (3.0 FEET)
 EC0917'SOUTHEAST OF THE TELEPHONE POLE.
 EC0917'THE MARK IS 0.60 METERS  WNW FROM A WITNESS POST.
 EC0917'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EC0917
 EC0917                          STATION RECOVERY (1995)
 EC0917
 EC0917'RECOVERY NOTE BY US POWER SQUADRON 1995
 EC0917'RECOVERED IN GOOD CONDITION.
 EC0917
 EC0917                          STATION RECOVERY (1998)
 EC0917
 EC0917'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 EC0917'STATION IS LOCATED 11.55 MILES (18.59 KM) NORTH NORTHWEST OF UNION,
 EC0917'3.1 MILES (5.0 KM) WEST NORTHWEST OF JONESVILLE.  OWNERSHIP--SCDOT,
 EC0917'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 EC0917'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 EC0917'HIGHWAYS 9 AND 150 IN PACOLET, GO EAST SOUTHEAST ON HIGHWAY 9 FOR 3.3
 EC0917'MILES (5.3 KM) TO THE STATION ON THE LEFT AT THE EXTENDED CENTER OF
 EC0917'THE JUNCTION OF STATE ROAD 19 (CEDAR GROVE ROAD) RIGHT.  STATION IS A
 EC0917'CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 4.0 FEET (1.2 M) BELOW
 EC0917'THE HIGHWAY, 64.8 FEET (19.8 M) NORTHEAST OF THE CENTER OF THE
 EC0917'HIGHWAY, 56.1 FEET (17.1 M) EAST SOUTHEAST OF A TELEPHONE JUNCTION BOX
 EC0917'NUMBER 65, 1.9 FEET (0.6 M) WEST OF A WITNESS POST.  RECOVERED BY C.J.
 EC0917'STONE.
 EC0917
 EC0917                          STATION RECOVERY (2002)
 EC0917
 EC0917'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 EC0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1245 ***********************************************************************
 DD1245  DESIGNATION -  7 MEA
 DD1245  PID         -  DD1245
 DD1245  STATE/COUNTY-  SC/BERKELEY
 DD1245  USGS QUAD   -  ALVIN (1990)
 DD1245
 DD1245                         *CURRENT SURVEY CONTROL
 DD1245  ___________________________________________________________________
 DD1245* NAD 83(1986)-  33 17 04.     (N)    079 45 18.     (W)     SCALED    
 DD1245* NAVD 88     -         8.802  (meters)      28.88   (feet)  ADJUSTED  
 DD1245  ___________________________________________________________________
 DD1245  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DD1245  DYNAMIC HT  -           8.793 (meters)      28.85  (feet)  COMP
 DD1245  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 DD1245
 DD1245  VERT ORDER  -  FIRST     CLASS II
 DD1245
 DD1245.The horizontal coordinates were scaled from a topographic map and have
 DD1245.an estimated accuracy of +/- 6 seconds.
 DD1245
 DD1245.The orthometric height was determined by differential leveling
 DD1245.and adjusted by the National Geodetic Survey in June 1991..
 DD1245
 DD1245.The geoid height was determined by GEOID03.
 DD1245
 DD1245.The dynamic height is computed by dividing the NAVD 88
 DD1245.geopotential number by the normal gravity value computed on the
 DD1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1245.degrees latitude (g = 980.6199 gals.).
 DD1245
 DD1245.The modeled gravity was interpolated from observed gravity values.
 DD1245
 DD1245;                    North         East    Units  Estimated Accuracy
 DD1245;SPC SC       -   161,620.      725,550.      MT  (+/- 180 meters Scaled)
 DD1245
 DD1245                          SUPERSEDED SURVEY CONTROL
 DD1245
 DD1245  NGVD 29 (03/21/89)    9.103  (m)           29.87   (f) ADJUSTED    1 2
 DD1245
 DD1245.Superseded values are not recommended for survey control.
 DD1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1245.See file dsdata.txt to determine how the superseded data were derived.
 DD1245
 DD1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS159835(NAD 83)
 DD1245_MARKER: DB = BENCH MARK DISK
 DD1245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1245_SP_SET: BOX CULVERT
 DD1245_STAMPING: 7 MEA 1981 30
 DD1245_MARK LOGO: USGS  
 DD1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1245
 DD1245  HISTORY     - Date     Condition        Report By
 DD1245  HISTORY     - 1981     MONUMENTED       USGS
 DD1245  HISTORY     - 1984     GOOD             SCGS
 DD1245
 DD1245                          STATION DESCRIPTION
 DD1245
 DD1245'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1245'6.1 KM (3.8 MI) NW FROM JAMESTOWN.
 DD1245'6.1 KILOMETERS (3.8 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1245'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, SET IN THE
 DD1245'SOUTHEAST CORNER OF A BOX CULVERT JUST BEFORE U.S. HIGHWAY 17
 DD1245'ALTERNATE AND STATE HIGHWAY 45 SEPARATE.
 DD1245'THE MARK IS 1.80 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1847 ***********************************************************************
 DD1847  DESIGNATION -  7 Q W 1
 DD1847  PID         -  DD1847
 DD1847  STATE/COUNTY-  SC/HORRY
 DD1847  USGS QUAD   -  CONWAY (1980)
 DD1847
 DD1847                         *CURRENT SURVEY CONTROL
 DD1847  ___________________________________________________________________
 DD1847* NAD 83(1986)-  33 50 18.     (N)    079 02 19.     (W)     SCALED    
 DD1847* NAVD 88     -         2.618  (meters)       8.59   (feet)  ADJUSTED  
 DD1847  ___________________________________________________________________
 DD1847  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DD1847  DYNAMIC HT  -           2.616 (meters)       8.58  (feet)  COMP
 DD1847  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 DD1847
 DD1847  VERT ORDER  -  FIRST     CLASS II
 DD1847
 DD1847.The horizontal coordinates were scaled from a topographic map and have
 DD1847.an estimated accuracy of +/- 6 seconds.
 DD1847
 DD1847.The orthometric height was determined by differential leveling
 DD1847.and adjusted by the National Geodetic Survey in June 1991..
 DD1847
 DD1847.The geoid height was determined by GEOID03.
 DD1847
 DD1847.The dynamic height is computed by dividing the NAVD 88
 DD1847.geopotential number by the normal gravity value computed on the
 DD1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1847.degrees latitude (g = 980.6199 gals.).
 DD1847
 DD1847.The modeled gravity was interpolated from observed gravity values.
 DD1847
 DD1847;                    North         East    Units  Estimated Accuracy
 DD1847;SPC SC       -   224,070.      791,100.      MT  (+/- 180 meters Scaled)
 DD1847
 DD1847                          SUPERSEDED SURVEY CONTROL
 DD1847
 DD1847  NGVD 29 (03/21/89)    2.923  (m)            9.59   (f) ADJUSTED    1 2
 DD1847
 DD1847.Superseded values are not recommended for survey control.
 DD1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1847.See file dsdata.txt to determine how the superseded data were derived.
 DD1847
 DD1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT814459(NAD 83)
 DD1847_MARKER: DD = SURVEY DISK
 DD1847_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD1847_SP_SET: WATER WELL PIPE
 DD1847_STAMPING: 7Q - W1 1986
 DD1847_MARK LOGO: SCGS  
 DD1847_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1847+STABILITY: SURFACE MOTION
 DD1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1847+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1996
 DD1847
 DD1847  HISTORY     - Date     Condition        Report By
 DD1847  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1847  HISTORY     - 1986     GOOD             SCGS
 DD1847  HISTORY     - 19960422 GOOD             SCGS
 DD1847
 DD1847                          STATION DESCRIPTION
 DD1847
 DD1847'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1847'1.4 KM (0.85 MI) EAST FROM CONWAY.
 DD1847'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1847'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1847'THENCE 0.7 KILOMETER (0.45 MILE) NORTHEASTERLY ALONG STATE HIGHWAY 905
 DD1847'(4TH AVENUE), SET NEAR A CLUSTER OF LARGE LIVE OAK TREES AT THE
 DD1847'JUNCTION OF A PAVED RAOD LEADING SOUTHWEST, 0.25 KILOMETER (0.15 MILE)
 DD1847'NORTHEAST OF A RAILROAD CROSSING, 53.73 METERS (176.3 FEET) SOUTH
 DD1847'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANE OF THE HIGHWAY, 26.2
 DD1847'METERS (86.0 FEET) SOUTH OF A LARGE TWIN TRUNK LIVE OAK TREE, 26.97
 DD1847'METERS (88.5 FEET) SOUTHWEST OF A 72 INCH LIVE OAK TREE, 3.7 METERS
 DD1847'(12.1 FEET) EAST SOUTHEAST OF A 12 INCH PINE TREE, ADD-THIS MARK IS A
 DD1847'DISK WELDED TO A THREE INCH PIPE, DEPTH OF PIPE IS 173 FEET.
 DD1847'THE MARK IS 0.7 METERS  SE FROM  A WITNESS POST
 DD1847'THE MARK IS 0.60 M BELOW HIGHWAY.
 DD1847
 DD1847                          STATION RECOVERY (1996)
 DD1847
 DD1847'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1847'STATION IS LOCATED 0.5 MILE (0.8 KM) EAST NORTHEAST OF CONWAY.
 DD1847'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DD1847'HIGHWAY 501 BUSINESS (MAIN STREET) AND STATE HIGHWAY 905 (FOURTH
 DD1847'AVENUE) IN CONWAY, GO NORTHEAST ON HIGHWAY 905 FOR 0.45 MILE (0.72 KM)
 DD1847'TO THE STATION ON THE RIGHT AT THE JUNCTION OF A REVERSE PAVED ROAD
 DD1847'RIGHT (INLET LANE).  STATION IS A DISK WELDED TO A 3-INCH PIPE
 DD1847'PROJECTING 0.2 FOOT, (6.1 CM) 186.0 FEET (56.7 M) SOUTH SOUTHEAST OF
 DD1847'THE CENTER OF THE HIGHWAY, 140.5 FEET (42.8 M) SOUTHEAST OF A POWER
 DD1847'POLE NUMBER 50645, 111.5 FEET (34.0 M) SOUTHEAST OF THE CENTER OF
 DD1847'INLET LANE, 2.0 FEET (0.6 M) SOUTH SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2399 ***********************************************************************
 DD2399  DESIGNATION -  7 R Y 1
 DD2399  PID         -  DD2399
 DD2399  STATE/COUNTY-  SC/HORRY
 DD2399  USGS QUAD   -  CONWAY (1980)
 DD2399
 DD2399                         *CURRENT SURVEY CONTROL
 DD2399  ___________________________________________________________________
 DD2399* NAD 83(1986)-  33 45 30.     (N)    079 04 33.     (W)     SCALED    
 DD2399* NAVD 88     -         6.372  (meters)      20.91   (feet)  ADJUSTED  
 DD2399  ___________________________________________________________________
 DD2399  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DD2399  DYNAMIC HT  -           6.366 (meters)      20.89  (feet)  COMP
 DD2399  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 DD2399
 DD2399  VERT ORDER  -  FIRST     CLASS II
 DD2399
 DD2399.The horizontal coordinates were scaled from a topographic map and have
 DD2399.an estimated accuracy of +/- 6 seconds.
 DD2399
 DD2399.The orthometric height was determined by differential leveling
 DD2399.and adjusted by the National Geodetic Survey in June 1991..
 DD2399
 DD2399.The geoid height was determined by GEOID03.
 DD2399
 DD2399.The dynamic height is computed by dividing the NAVD 88
 DD2399.geopotential number by the normal gravity value computed on the
 DD2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2399.degrees latitude (g = 980.6199 gals.).
 DD2399
 DD2399.The modeled gravity was interpolated from observed gravity values.
 DD2399
 DD2399;                    North         East    Units  Estimated Accuracy
 DD2399;SPC SC       -   215,130.      787,820.      MT  (+/- 180 meters Scaled)
 DD2399
 DD2399                          SUPERSEDED SURVEY CONTROL
 DD2399
 DD2399  NGVD 29 (03/21/89)    6.678  (m)           21.91   (f) ADJUSTED    1 2
 DD2399
 DD2399.Superseded values are not recommended for survey control.
 DD2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2399.See file dsdata.txt to determine how the superseded data were derived.
 DD2399
 DD2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT782370(NAD 83)
 DD2399_MARKER: DD = SURVEY DISK
 DD2399_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD2399_SP_SET: WATER WELL PIPE
 DD2399_STAMPING: 7R - Y1 1986
 DD2399_MARK LOGO: SCGS  
 DD2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2399+STABILITY: SURFACE MOTION
 DD2399
 DD2399  HISTORY     - Date     Condition        Report By
 DD2399  HISTORY     - 1986     MONUMENTED       SCWRC
 DD2399  HISTORY     - 1987     GOOD             SCGS
 DD2399
 DD2399                          STATION DESCRIPTION
 DD2399
 DD2399'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2399'9.0 KM (5.6 MI) SSW FROM CONWAY.
 DD2399'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2399'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN COWNAY
 DD2399'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2399'AVENUE), THENCE 9.25 KM (5.75 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2399'HIGHWAY 701 TO A SAND CROSSROAD IN TODDVILLE AND A LARGE OLD WOODEN
 DD2399'STORAGE BUILDING ELEVATED ON BRICK PILLARS (AN OLD ABANDONED SCHOOL),
 DD2399'SET NEAR A 3.5-FOOT BY 6-FOOT BY 1-FOOT HIGH BRICK ENCLOSURE BEHIND
 DD2399'THE BUILDING, 0.4 KM (0.25 MI) NORTH OF THE MOUNT TRIUMPH MISSIONARY
 DD2399'BAPTIST CHURCH, 67.4 METERS (221.1 FT) WEST-NORTHWEST OF THE CENTER
 DD2399'OF THE HIGHWAY, 0.29 METER (1.0 FT) NORTH OF THE EAST CORNER OF THE
 DD2399'ENCLOSURE, 25.2 METERS (82.7 FT) WEST-NORTHWEST OF THE WEST CORNER OF
 DD2399'THE BUILDING, 8.1 METERS (26.6 FT) SOUTHEAST OF THE CENTER OF THE
 DD2399'SAND ROAD, 69.1 METERS (226.7 FT) SOUTHWEST OF THE CENTER OF THE SAND
 DD2399'ROAD, ADD-THIS MARK IS A DISK WELDED TO A 2-INCH PIPE, DEPTH OF PIPE
 DD2399'IS 300 FEET.
 DD2399'THE MARK IS 0.63 METERS  SSE FROM  A WITNESS POST
 DD2399'THE MARK IS 0.4 M ABOVE THE SAND ROAD LEADING SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1645 ***********************************************************************
 DD1645  DESIGNATION -  7 S L 1
 DD1645  PID         -  DD1645
 DD1645  STATE/COUNTY-  SC/HORRY
 DD1645  USGS QUAD   -  BUCKSVILLE (1973)
 DD1645
 DD1645                         *CURRENT SURVEY CONTROL
 DD1645  ___________________________________________________________________
 DD1645* NAD 83(1986)-  33 42 45.     (N)    079 01 25.     (W)     SCALED    
 DD1645* NAVD 88     -         9.740  (meters)      31.96   (feet)  ADJUSTED  
 DD1645  ___________________________________________________________________
 DD1645  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DD1645  DYNAMIC HT  -           9.730 (meters)      31.92  (feet)  COMP
 DD1645  MODELED GRAV-     979,621.9   (mgal)                       NAVD 88
 DD1645
 DD1645  VERT ORDER  -  FIRST     CLASS II
 DD1645
 DD1645.The horizontal coordinates were scaled from a topographic map and have
 DD1645.an estimated accuracy of +/- 6 seconds.
 DD1645
 DD1645.The orthometric height was determined by differential leveling
 DD1645.and adjusted by the National Geodetic Survey in June 1991..
 DD1645
 DD1645.The geoid height was determined by GEOID03.
 DD1645
 DD1645.The dynamic height is computed by dividing the NAVD 88
 DD1645.geopotential number by the normal gravity value computed on the
 DD1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1645.degrees latitude (g = 980.6199 gals.).
 DD1645
 DD1645.The modeled gravity was interpolated from observed gravity values.
 DD1645
 DD1645;                    North         East    Units  Estimated Accuracy
 DD1645;SPC SC       -   210,140.      792,750.      MT  (+/- 180 meters Scaled)
 DD1645
 DD1645                          SUPERSEDED SURVEY CONTROL
 DD1645
 DD1645  NGVD 29 (03/21/89)   10.053  (m)           32.98   (f) ADJUSTED    1 2
 DD1645
 DD1645.Superseded values are not recommended for survey control.
 DD1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1645.See file dsdata.txt to determine how the superseded data were derived.
 DD1645
 DD1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT831320(NAD 83)
 DD1645_MARKER: DD = SURVEY DISK
 DD1645_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD1645_SP_SET: UNSPECIFIED DEEP
 DD1645_STAMPING: 7S - L1 1986
 DD1645_MARK LOGO: SCGS  
 DD1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1645+STABILITY: SURFACE MOTION
 DD1645
 DD1645  HISTORY     - Date     Condition        Report By
 DD1645  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1645  HISTORY     - 1986     GOOD             SCGS
 DD1645  HISTORY     - 19960416 MARK NOT FOUND   SCGS
 DD1645
 DD1645                          STATION DESCRIPTION
 DD1645
 DD1645'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1645'14.0 KM (8.7 MI) SSE FROM CONWAY.
 DD1645'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1645'STREET) FROM THE CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.8 KM
 DD1645'(0.5 MI) SOUTH ALONG STATE HIGHWAY 544 TO THE INTERSECTION OF U.S.
 DD1645'HIGHWAY 501, CONTINUE 10.8 KM (6.7 MI) SOUTH ALONG STATE HIGHWAY 544,
 DD1645'THENCE APPROXIMATELY (70 FT) WEST ALONG A PAVED DRIVE TO A CHAIN LINK
 DD1645'GATE AND A FENCE ON THE NORTH SIDE OF AN ALUMINUM BUILDING (CREATIVE
 DD1645'RECREATIONS, FIBERGLASS FABRICATOR OFFICE BUILDING), CONTINUE 0.2 KM
 DD1645'(0.1 MI) WEST THROUGH GATE, SET NEAR THE SOUTHWEST CORNER OF THE CHAIN
 DD1645'LINK FENCE, 14.33 METERS (47.01 FT) NORTH OF THE CENTER OF A SAND ROAD
 DD1645'(MILL POND ROAD), 47.86 METERS (157.02 FT) WEST SOUTHWEST OF THE
 DD1645'NORTHWEST CORNER OF AN ALUMINUM BUILDING ON THE WEST SIDE OF THE
 DD1645'OFFICE BUILDING, 6.22 METERS (20.41 FT) SOUTH SOUTHEAST OF THE CENTER
 DD1645'OF A CHAIN LINK GATE ON THE WEST SIDE OF THE FENCE, 2.41 METERS
 DD1645'(7.91 FT) EAST OF THE WEST SIDE OF THE FENCE, ADD-THIS MARK IS A DISK
 DD1645'WELDED TO A FOUR INCH PIPE, DEPTH OF PIPE IS 570 FT.
 DD1645'THE MARK IS 0.35 METERS  WNW FROM A WITNESS POST.
 DD1645'THE MARK IS 2.00 M ABOVE AREA.
 DD1645
 DD1645                          STATION RECOVERY (1996)
 DD1645
 DD1645'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1645'NOT RECOVERED, PRESUMED DESTROYED, MEASUREMENTS AND DESCRIPTION LED TO
 DD1645'A PIPE WITNESS POST AND WELDED METAL REMOVED FROM THE SIDE, SEARCHED
 DD1645'FOR 5 MINUTES. RECOVERY BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2398 ***********************************************************************
 DD2398  DESIGNATION -  7 S O 1
 DD2398  PID         -  DD2398
 DD2398  STATE/COUNTY-  SC/HORRY
 DD2398  USGS QUAD   -  BUCKSVILLE (1973)
 DD2398
 DD2398                         *CURRENT SURVEY CONTROL
 DD2398  ___________________________________________________________________
 DD2398* NAD 83(1986)-  33 42 50.     (N)    079 04 16.     (W)     SCALED    
 DD2398* NAVD 88     -         6.343  (meters)      20.81   (feet)  ADJUSTED  
 DD2398  ___________________________________________________________________
 DD2398  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DD2398  DYNAMIC HT  -           6.336 (meters)      20.79  (feet)  COMP
 DD2398  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 DD2398
 DD2398  VERT ORDER  -  FIRST     CLASS II
 DD2398
 DD2398.The horizontal coordinates were scaled from a topographic map and have
 DD2398.an estimated accuracy of +/- 6 seconds.
 DD2398
 DD2398.The orthometric height was determined by differential leveling
 DD2398.and adjusted by the National Geodetic Survey in June 1991..
 DD2398
 DD2398.The geoid height was determined by GEOID03.
 DD2398
 DD2398.The dynamic height is computed by dividing the NAVD 88
 DD2398.geopotential number by the normal gravity value computed on the
 DD2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2398.degrees latitude (g = 980.6199 gals.).
 DD2398
 DD2398.The modeled gravity was interpolated from observed gravity values.
 DD2398
 DD2398;                    North         East    Units  Estimated Accuracy
 DD2398;SPC SC       -   210,210.      788,350.      MT  (+/- 180 meters Scaled)
 DD2398
 DD2398                          SUPERSEDED SURVEY CONTROL
 DD2398
 DD2398  NGVD 29 (03/21/89)    6.649  (m)           21.81   (f) ADJUSTED    1 2
 DD2398
 DD2398.Superseded values are not recommended for survey control.
 DD2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2398.See file dsdata.txt to determine how the superseded data were derived.
 DD2398
 DD2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT787321(NAD 83)
 DD2398_MARKER: DD = SURVEY DISK
 DD2398_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD2398_SP_SET: WATER WELL PIPE
 DD2398_STAMPING: 7S - O1 1986
 DD2398_MARK LOGO: SCGS  
 DD2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2398+STABILITY: SURFACE MOTION
 DD2398
 DD2398  HISTORY     - Date     Condition        Report By
 DD2398  HISTORY     - 1986     MONUMENTED       SCWRC
 DD2398  HISTORY     - 1987     GOOD             SCGS
 DD2398  HISTORY     - 19960416 MARK NOT FOUND   SCGS
 DD2398
 DD2398                          STATION DESCRIPTION
 DD2398
 DD2398'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2398'13.7 KM (8.5 MI) SOUTH FROM CONWAY.
 DD2398'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2398'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2398'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2398'AVENUE), THENCE 10.45 KM (6.5 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2398'HIGHWAY 701, THENCE 3.4 KM (2.1 MI) SOUTHEASTERLY ALONG STATE ROAD
 DD2398'136, CONTINUE 0.25 KM (0.15 MI) SOUTH-SOUTHEAST ALONG A SAND ROAD TO
 DD2398'THE JUNCTION OF STATE ROAD 475, THENCE 1.05 KM (0.65 MI) SOUTHWEST
 DD2398'ALONG ROAD 475, SET NEAR A 4-FOOT BY 5-FOOT BY 3-FOOT HIGH CONCRETE
 DD2398'BLOCK ENCLOSURE IN THE WEST ANGLE OF A SAND DRIVEWAY TO A WOODEN
 DD2398'HOUSE, 0.4 KILOMETER (0.25 MI) SOUTHWEST OF THE HEBRON METHODIST
 DD2398'CHURCH, 12.0 METERS (39.4 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 DD2398'ROAD, 19.3 METERS (63.3 FT) WEST OF THE CENTER OF THE DRIVEWAY, 0.57
 DD2398'METER (1.9 FT) SOUTHWEST OF THE EAST CORNER OF THE ENCLOSURE, 20.4
 DD2398'METERS (66.9 FT) SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 10.9
 DD2398'METERS (35.8 FT) NORTH-NORTHEAST OF THE CENTER OF THE NORTHWEST END
 DD2398'OF A CONCRETE PIPE CULVERT UNDER THE ROAD, ADD-THIS MARK IS A DISK
 DD2398'WELDED TO A 2-INCH PIPE, DEPTH OF PIPE IS 300 FEET.
 DD2398'THE MARK IS 0.59 METERS  E FROM  A WITNESS POST
 DD2398
 DD2398                          STATION RECOVERY (1996)
 DD2398
 DD2398'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD2398'NOT RECOVERED, PRESUMED DESTROYED, MEASUREMENTS AND DESCRIPTION LED TO
 DD2398'AN AREA WITH A WITNESS POST AND A BENT BROKEN PIPE WITH NO DISK,
 DD2398'SEARCHED 10 MINUTES. RECOVERY BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1604 ***********************************************************************
 DD1604  DESIGNATION -  7 T H 2
 DD1604  PID         -  DD1604
 DD1604  STATE/COUNTY-  SC/HORRY
 DD1604  USGS QUAD   -  BUCKSVILLE (1973)
 DD1604
 DD1604                         *CURRENT SURVEY CONTROL
 DD1604  ___________________________________________________________________
 DD1604* NAD 83(1986)-  33 38 19.     (N)    079 02 27.     (W)     SCALED    
 DD1604* NAVD 88     -         6.452  (meters)      21.17   (feet)  ADJUSTED  
 DD1604  ___________________________________________________________________
 DD1604  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD1604  DYNAMIC HT  -           6.445 (meters)      21.14  (feet)  COMP
 DD1604  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 DD1604
 DD1604  VERT ORDER  -  FIRST     CLASS II
 DD1604
 DD1604.The horizontal coordinates were scaled from a topographic map and have
 DD1604.an estimated accuracy of +/- 6 seconds.
 DD1604
 DD1604.The orthometric height was determined by differential leveling
 DD1604.and adjusted by the National Geodetic Survey in June 1991..
 DD1604
 DD1604.The geoid height was determined by GEOID03.
 DD1604
 DD1604.The dynamic height is computed by dividing the NAVD 88
 DD1604.geopotential number by the normal gravity value computed on the
 DD1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1604.degrees latitude (g = 980.6199 gals.).
 DD1604
 DD1604.The modeled gravity was interpolated from observed gravity values.
 DD1604
 DD1604;                    North         East    Units  Estimated Accuracy
 DD1604;SPC SC       -   201,920.      791,310.      MT  (+/- 180 meters Scaled)
 DD1604
 DD1604                          SUPERSEDED SURVEY CONTROL
 DD1604
 DD1604  NGVD 29 (03/21/89)    6.767  (m)           22.20   (f) ADJUSTED    1 2
 DD1604
 DD1604.Superseded values are not recommended for survey control.
 DD1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1604.See file dsdata.txt to determine how the superseded data were derived.
 DD1604
 DD1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT817238(NAD 83)
 DD1604_MARKER: DD = SURVEY DISK
 DD1604_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD1604_SP_SET: UNSPECIFIED DEEP
 DD1604_STAMPING: 7T - H2 1986
 DD1604_MARK LOGO: SCGS  
 DD1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1604+STABILITY: SURFACE MOTION
 DD1604
 DD1604  HISTORY     - Date     Condition        Report By
 DD1604  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1604  HISTORY     - 1986     GOOD             SCGS
 DD1604  HISTORY     - 19960416 MARK NOT FOUND   SCGS
 DD1604
 DD1604                          STATION DESCRIPTION
 DD1604
 DD1604'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1604'7.4 KM (4.6 MI) WEST FROM SURFSIDE BEACH.
 DD1604'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1604'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 5.7 KM
 DD1604'(3.55 MI) SOUTHERLY ALONG STATE HIGHWAY 707, THENCE 0.4 KM (0.25 MI)
 DD1604'NORTHWEST ALONG A PAVED ROAD, THENCE 0.5 KM (0.3 MI) SOUTHWEST ALONG A
 DD1604'PAVED ROAD (FREEWOOD ROAD), SET NEAR A POWER POLE ACROSS FROM THE
 DD1604'ENTRANCE TO THE J. LAMBERT SCHWARTZ WASTEWATER TREATMENT FACILITY,
 DD1604'21.3 METERS (69.88 FT) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD,
 DD1604'24.45 METERS (80.22 FT) NORTHEAST OF THE EXTENDED CENTER OF THE
 DD1604'ENTRANCE DRIVE TO THE FACILITY, 7.55 METERS (24.77 FT) NORTH NORTHEAST
 DD1604'OF A LONE PINE TREE, 15.2 METERS (49.87 FT) NORTH NORTHWEST OF THE
 DD1604'POWER POLE NUMBER 51515, ADD-THIS MARK IS A DISK WELDED TO A SIX INCH
 DD1604'PIPE, DEPTH OF PIPE IS 480 FT.
 DD1604'THE MARK IS 0.60 M ABOVE GROUND.
 DD1604
 DD1604                          STATION RECOVERY (1996)
 DD1604
 DD1604'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1604'NOT RECOVERED, PRESUMED DESTROYED, DESCRIPTION LED TO AN AREA WITH
 DD1604'RECENT CONSTRUCTION, MEASUREMENTS LED TO A BENT AND BROKEN WELL PIPE
 DD1604'REMOVED FROM THE GROUND WITH NO DISK ATTACHED, SEARCHED 10 MINUTES.
 DD1604'RECOVERY BY L.A. OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1463 ***********************************************************************
 DD1463  DESIGNATION -  7 U Q 2
 DD1463  PID         -  DD1463
 DD1463  STATE/COUNTY-  SC/GEORGETOWN
 DD1463  USGS QUAD   -  BROOKGREEN (1973)
 DD1463
 DD1463                         *CURRENT SURVEY CONTROL
 DD1463  ___________________________________________________________________
 DD1463* NAD 83(1986)-  33 31 47.     (N)    079 03 33.     (W)     SCALED    
 DD1463* NAVD 88     -         3.096  (meters)      10.16   (feet)  ADJUSTED  
 DD1463  ___________________________________________________________________
 DD1463  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1463  DYNAMIC HT  -           3.093 (meters)      10.15  (feet)  COMP
 DD1463  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DD1463
 DD1463  VERT ORDER  -  FIRST     CLASS II
 DD1463
 DD1463.The horizontal coordinates were scaled from a topographic map and have
 DD1463.an estimated accuracy of +/- 6 seconds.
 DD1463
 DD1463.The orthometric height was determined by differential leveling
 DD1463.and adjusted by the National Geodetic Survey in June 1991..
 DD1463
 DD1463.The geoid height was determined by GEOID03.
 DD1463
 DD1463.The dynamic height is computed by dividing the NAVD 88
 DD1463.geopotential number by the normal gravity value computed on the
 DD1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1463.degrees latitude (g = 980.6199 gals.).
 DD1463
 DD1463.The modeled gravity was interpolated from observed gravity values.
 DD1463
 DD1463;                    North         East    Units  Estimated Accuracy
 DD1463;SPC SC       -   189,820.      789,840.      MT  (+/- 180 meters Scaled)
 DD1463
 DD1463                          SUPERSEDED SURVEY CONTROL
 DD1463
 DD1463  NGVD 29 (03/21/89)    3.414  (m)           11.20   (f) ADJUSTED    1 2
 DD1463
 DD1463.Superseded values are not recommended for survey control.
 DD1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1463.See file dsdata.txt to determine how the superseded data were derived.
 DD1463
 DD1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT802117(NAD 83)
 DD1463_MARKER: DD = SURVEY DISK
 DD1463_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD1463_SP_SET: UNSPECIFIED DEEP
 DD1463_STAMPING: 7U - Q2 1986
 DD1463_MARK LOGO: SCGS  
 DD1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1463+STABILITY: SURFACE MOTION
 DD1463
 DD1463  HISTORY     - Date     Condition        Report By
 DD1463  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1463  HISTORY     - 1986     GOOD             SCGS
 DD1463  HISTORY     - 19940618 MARK NOT FOUND   USPSQD
 DD1463  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 DD1463
 DD1463                          STATION DESCRIPTION
 DD1463
 DD1463'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1463'IN MURRELLS INLET.
 DD1463'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1463'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 4.6 KM (2.85 MI)
 DD1463'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.1 KM (0.05 MI)
 DD1463'SOUTHEAST ALONG A SAND DRIVE, SET NEAR THE NORTH CORNER OF A WATER
 DD1463'PUMP SHED, 36.15 METERS (118.6 FT) SOUTH OF THE SOUTH CORNER OF A TILE
 DD1463'SIDED GARAGE, 27.5 METERS (90.22 FT) SOUTHWEST OF THE SOUTH CORNER OF
 DD1463'A TILE SIDED HOUSE, 13.95 METERS (45.77 FT) EAST OF A DOUBLE TRUNK
 DD1463'LIVE OAK TREE, 2.75 METERS (9.02 FT) EAST NORTHEAST OF THE NORTH
 DD1463'CORNER OF A DOUBLE WIDE MOBILE HOME, 1.36 METERS (4.46 FT) NORTH OF
 DD1463'THE WEST CORNER OF THE SHED, ADD-THIS MARK IS A DISK WELDED TO A 2
 DD1463'INCH PIPE, DEPTH OF PIPE IS 518 FT.
 DD1463'THE MARK IS 0.77 METERS  WNW FROM A WITNESS POST.
 DD1463'THE MARK IS 0.30 M ABOVE GROUND.
 DD1463
 DD1463                          STATION RECOVERY (1994)
 DD1463
 DD1463'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1463'MARK NOT FOUND.
 DD1463
 DD1463                          STATION RECOVERY (2004)
 DD1463
 DD1463'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 WA0050 ***********************************************************************
 WA0050  DESIGNATION -  7 WLC
 WA0050  PID         -  WA0050
 WA0050  STATE/COUNTY-  SC/COLLETON
 WA0050  USGS QUAD   -  SNIDERS CROSSROADS (1988)
 WA0050
 WA0050                         *CURRENT SURVEY CONTROL
 WA0050  ___________________________________________________________________
 WA0050* NAD 83(1986)-  32 53 15.     (N)    080 48 34.     (W)     SCALED    
 WA0050* NAVD 88     -        24.696  (meters)      81.02   (feet)  ADJUSTED  
 WA0050  ___________________________________________________________________
 WA0050  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 WA0050  DYNAMIC HT  -          24.669 (meters)      80.93  (feet)  COMP
 WA0050  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 WA0050
 WA0050  VERT ORDER  -  FIRST     CLASS II
 WA0050
 WA0050.The horizontal coordinates were scaled from a topographic map and have
 WA0050.an estimated accuracy of +/- 6 seconds.
 WA0050
 WA0050.The orthometric height was determined by differential leveling
 WA0050.and adjusted by the National Geodetic Survey in September 1998..
 WA0050
 WA0050.The geoid height was determined by GEOID03.
 WA0050
 WA0050.The dynamic height is computed by dividing the NAVD 88
 WA0050.geopotential number by the normal gravity value computed on the
 WA0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 WA0050.degrees latitude (g = 980.6199 gals.).
 WA0050
 WA0050.The modeled gravity was interpolated from observed gravity values.
 WA0050
 WA0050;                    North         East    Units  Estimated Accuracy
 WA0050;SPC SC       -   116,920.      627,430.      MT  (+/- 180 meters Scaled)
 WA0050
 WA0050                          SUPERSEDED SURVEY CONTROL
 WA0050
 WA0050.No superseded survey control is available for this station.
 WA0050
 WA0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS178388(NAD 83)
 WA0050_MARKER: DD = SURVEY DISK
 WA0050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 WA0050_SP_SET: STEP
 WA0050_STAMPING: 7 WLC 1982
 WA0050_MARK LOGO: USGS  
 WA0050_MAGNETIC: N = NO MAGNETIC MATERIAL
 WA0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 WA0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 WA0050+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 WA0050
 WA0050  HISTORY     - Date     Condition        Report By
 WA0050  HISTORY     - 1982     MONUMENTED       USGS
 WA0050  HISTORY     - 19950104 GOOD             SCGS
 WA0050  HISTORY     - 20050803 GOOD             SCGS
 WA0050
 WA0050                          STATION DESCRIPTION
 WA0050
 WA0050'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 WA0050'STATION IS LOCATED 8.3 MILES (13.4 KM) WEST SOUTHWEST OF WALTERBORO.
 WA0050'OWNERSHIP--PHONE COMPANY (AT AND T) .  TO REACH THE STATION FROM THE
 WA0050'JUNCTION OF U.S.  HIGHWAY 21 AND STATE HIGHWAY 63, 10.9 MILES (17.5
 WA0050'KM) WEST SOUTHWEST OF WALTERBORO, GO EAST NORTHEAST ON HIGHWAY 63 FOR
 WA0050'2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE ROAD 191, TURN RIGHT ON
 WA0050'ROAD 191 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT IN THE
 WA0050'CONCRETE ENTRANCE STEP NEAR THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 WA0050'BUILDING NEXT TO A LARGE COMMUNICATION TOWER.  STATION IS A DRILL MARK
 WA0050'IN THE CONCRETE STEP AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 12.2 FEET
 WA0050'(3.7 M) NORTH NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 81.0
 WA0050'FEET (24.7 M) WEST NORTHWEST OF THE CENTER OF THE ROAD.  RECOVERED BY
 WA0050'R.W.  ROBERTS.
 WA0050
 WA0050                          STATION RECOVERY (2005)
 WA0050
 WA0050'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 WA0050'STATION IS LOCATED 8.3 MI (13.36 KM) WEST OF WALTERBORO, 13.8 MI
 WA0050'(22.21 KM) NORTH OF YEMASSEE.  OWNERSHIP--AMERICAN TOWERSITE NAME
 WA0050'(WALTERBORO SC1), SITE NUMBER (SC-088704), EMERGENCY PHONE
 WA0050'NUMBER-877-518-6937. TO REACH THE STATION FROM THE JUNCTION OF STATE
 WA0050'HIGHWAY 63 (SNIDERS HIGHWAY) AND U.S. HIGHWAY 21 (LOW COUNTRY HIGHWAY)
 WA0050'AT SNIDERS CROSSROADS, GO EAST ON HIGHWAY 63 FOR 2.6 MI (4.18 KM) TO
 WA0050'THE JUNCTION OF STATE ROAD 191 (FIRE HILL ROAD), TURN RIGHT ON ROAD
 WA0050'191 FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT SET IN A CONCRETE
 WA0050'STEP AT A METAL DOOR NEAR THE SOUTH CORNER OF A CONCRETE BLOCK UTILITY
 WA0050'BUILDING AT A LARGE MICROWAVE TOWER. STATION IS A DISK SET INTO A
 WA0050'DRILL HOLE IN THE CONCRETE STEP AND LEVEL WITH THE HIGHWAY, 12.2 FT
 WA0050'(3.7 M) NORTHEAST OF THE SOUTH CORNER OF THE BUILDING, 3.4 FT (1.0 M)
 WA0050'WEST OF THE EAST CORNER OF THE CONCRETE STEP, 82.3 FT (25.1 M) WEST
 WA0050'NORTHWEST OF THE CENTER OF THE ROAD. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3336 ***********************************************************************
 DE3336  DESIGNATION -  71 SW 13
 DE3336  PID         -  DE3336
 DE3336  STATE/COUNTY-  SC/AIKEN
 DE3336  USGS QUAD   -  NEW ELLENTON (1989)
 DE3336
 DE3336                         *CURRENT SURVEY CONTROL
 DE3336  ___________________________________________________________________
 DE3336* NAD 83(1986)-  33 29 35.     (N)    081 42 04.     (W)     SCALED    
 DE3336* NAVD 88     -       146.541  (meters)     480.78   (feet)  ADJUSTED  
 DE3336  ___________________________________________________________________
 DE3336  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DE3336  DYNAMIC HT  -         146.382 (meters)     480.25  (feet)  COMP
 DE3336  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 DE3336
 DE3336  VERT ORDER  -  FIRST     CLASS II
 DE3336
 DE3336.The horizontal coordinates were scaled from a topographic map and have
 DE3336.an estimated accuracy of +/- 6 seconds.
 DE3336
 DE3336.The orthometric height was determined by differential leveling
 DE3336.and adjusted by the National Geodetic Survey in April 1994..
 DE3336
 DE3336.The geoid height was determined by GEOID03.
 DE3336
 DE3336.The dynamic height is computed by dividing the NAVD 88
 DE3336.geopotential number by the normal gravity value computed on the
 DE3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3336.degrees latitude (g = 980.6199 gals.).
 DE3336
 DE3336.The modeled gravity was interpolated from observed gravity values.
 DE3336
 DE3336;                    North         East    Units  Estimated Accuracy
 DE3336;SPC SC       -   184,280.      544,460.      MT  (+/- 180 meters Scaled)
 DE3336
 DE3336                          SUPERSEDED SURVEY CONTROL
 DE3336
 DE3336.No superseded survey control is available for this station.
 DE3336
 DE3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT348061(NAD 83)
 DE3336_MARKER: P = PIPE CAP
 DE3336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3336_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3336_STAMPING: 71 1992 SW 13
 DE3336_MARK LOGO: SC0020
 DE3336_PROJECTION: RECESSED 15 CENTIMETERS
 DE3336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE3336+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 DE3336_ROD/PIPE-DEPTH: 0.76 meters
 DE3336
 DE3336  HISTORY     - Date     Condition        Report By
 DE3336  HISTORY     - 1992     MONUMENTED       SC0020
 DE3336  HISTORY     - 19920909 GOOD             SCGS
 DE3336  HISTORY     - 20000725 GOOD             SCGS
 DE3336
 DE3336                          STATION DESCRIPTION
 DE3336
 DE3336'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3336'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTH SOUTHEAST OF AIKEN, 5.1
 DE3336'MILES (8.2 KM) NORTH OF NEW ELLENTON. OWNERSHIP--SCDHPT, DIRECTOR OF
 DE3336'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE3336'803-737-1350.
 DE3336'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3336'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST), 118 (PINE LOG ROAD
 DE3336'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO SOUTH SOUTHEAST
 DE3336'ON HIGHWAY 19 FOR 2.4 MILES (3.9 KM) TO THE JUNCTION OF STATE ROAD
 DE3336'333 (CITADEL DRIVE), ALSO THE ENTRANCE TO COLLEGE ACRES SUBDIVISION
 DE3336'AND THE STATION ON THE RIGHT NEAR A CHAIN LINK FENCE CORNER AT THE
 DE3336'GREAT OAKS ANGUS FARMS.
 DE3336'STATION IS A PIPE MARK WITH CAP RECESSED 0.6 FOOT (18.3 CM) AND 0.5
 DE3336'FOOT (15.2 CM) BELOW THE HIGHWAY, 29.4 FEET (9.0 M) WEST SOUTHWEST OF
 DE3336'THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY, 14.8 FEET
 DE3336'(4.5 M) NORTHWEST OF THE EXTENDED CENTER OF ROAD 333, 15.1 FEET
 DE3336'(4.6 M) NORTHEAST OF THE CHAIN LINK FENCE CORNER POST, 7.3 FEET
 DE3336'(2.2 M) NORTHWEST OF THE CENTER OF A METAL SEWER MAIN COVER, 17.4
 DE3336'FEET (5.3 M) NORTHEAST OF A POWER POLE NUMBER 07649/524-13-8.0-2.3,
 DE3336'16.9 FEET (5.2 M) NORTHEAST OF A WITNESS POST.
 DE3336'RECOVERED BY T. HALL.
 DE3336
 DE3336                          STATION RECOVERY (2000)
 DE3336
 DE3336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3336'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTH SOUTHEAST OF AIKEN, 5.0
 DE3336'MILES (8.0 KM) NORTH OF NEW ELLENTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 DE3336'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3336'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3336'HIGHWAYS 19 (WHISKY ROAD SOUTHEAST) , 302 (PINE LOG ROAD SOUTHEAST)
 DE3336'AND 118 (PINE LOG ROAD SOUTHEAST) , 2.5 MILES (4.0 KM) SOUTH OF AIKEN,
 DE3336'GO SOUTH SOUTHEAST ON HIGHWAY 19 FOR 2.4 MILES (3.9 KM) TO THE STATION
 DE3336'ON THE RIGHT NEAR A CHAIN LINK FENCE CORNER AT THE GREAT OAKS ANGUS
 DE3336'FARMS AND IN THE EXTENDED CENTER OF THE JUNCTION OF STATE ROAD 333
 DE3336'(CITIDEL DRIVE) .  STATION IS A CONCRETE POST RECESSED 0.4 FOOT (12.2
 DE3336'CM) AND LEVEL WITH THE HIGHWAY, 29.4 FEET (9.0 M) WEST SOUTHWEST OF
 DE3336'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 16.5 FEET (5.0 M)
 DE3336'SOUTH SOUTHEAST OF THE EXTENDED CENTER OF ROAD 333, 15.6 FEET (4.8 M)
 DE3336'EAST NORTHEAST OF THE CHAIN LINK FENCE CORNER POST, 7.4 FEET (2.3 M)
 DE3336'SOUTH SOUTHEAST OF A METAL SEWER MAIN COVER, 19.6 FEET (6.0 M) NORTH
 DE3336'OF A POWER POLE 524-13-8.0-2.3 WITH TWO GUY WIRES, 14.8 FEET (4.5 M)
 DE3336'EAST NORTHEAST OF A CHAIN LINK FENCE LINE, 17.9 FEET (5.5 M) NORTH
 DE3336'NORTHEAST OF A WITNESS POST.  RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9492 ***********************************************************************
 DH9492  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9492  DESIGNATION -  719
 DH9492  PID         -  DH9492
 DH9492  STATE/COUNTY-  SC/COLLETON
 DH9492  USGS QUAD   -  NEYLES (1988)
 DH9492
 DH9492                         *CURRENT SURVEY CONTROL
 DH9492  ___________________________________________________________________
 DH9492* NAD 83(2001)-  32 46 03.01662(N)    080 33 00.29214(W)     ADJUSTED  
 DH9492* NAVD 88     -         1.86   (meters)       6.1    (feet)  GPS OBS   
 DH9492  ___________________________________________________________________
 DH9492  X           -     881,421.182 (meters)                     COMP
 DH9492  Y           -  -5,295,596.225 (meters)                     COMP
 DH9492  Z           -   3,432,289.465 (meters)                     COMP
 DH9492  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DH9492  ELLIP HEIGHT-         -29.96  (meters)          (05/04/06) GPS OBS
 DH9492  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DH9492
 DH9492  HORZ ORDER  -  FIRST
 DH9492  ELLP ORDER  -  FOURTH    CLASS II
 DH9492
 DH9492.The horizontal coordinates were established by GPS observations
 DH9492.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 DH9492
 DH9492.The orthometric height was determined by GPS observations and a
 DH9492.high-resolution geoid model using precise GPS observation and
 DH9492.processing techniques.
 DH9492
 DH9492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9492
 DH9492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9492
 DH9492.The ellipsoidal height was determined by GPS observations
 DH9492.and is referenced to NAD 83.
 DH9492
 DH9492.The geoid height was determined by GEOID03.
 DH9492
 DH9492;                    North         East     Units Scale Factor Converg.
 DH9492;SPC SC       -   103,692.985   651,752.640   MT  0.99991651   +0 14 58.0
 DH9492;SPC SC       -   340,200.08  2,138,296.06   iFT  0.99991651   +0 14 58.0
 DH9492;UTM  17      - 3,625,602.513   542,139.611   MT  0.99962190   +0 14 36.6
 DH9492
 DH9492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9492!SPC SC       -   1.00000470  x   0.99991651  =   0.99992121
 DH9492!UTM  17      -   1.00000470  x   0.99962190  =   0.99962660
 DH9492
 DH9492                          SUPERSEDED SURVEY CONTROL
 DH9492
 DH9492.No superseded survey control is available for this station.
 DH9492
 DH9492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4214025603(NAD 83)
 DH9492_MARKER: DD = SURVEY DISK
 DH9492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9492_STAMPING: 719 2005
 DH9492_MARK LOGO: SCGS  
 DH9492_PROJECTION: FLUSH
 DH9492_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9492+STABILITY: SURFACE MOTION
 DH9492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9492+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DH9492
 DH9492  HISTORY     - Date     Condition        Report By
 DH9492  HISTORY     - 20051004 MONUMENTED       SCGS
 DH9492
 DH9492                          STATION DESCRIPTION
 DH9492
 DH9492'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005
 DH9492'STATION IS LOCATED 4.5 MI (7.24 KM) NORTHEAST OF GREEN POND, 11.7 MI
 DH9492'(18.83 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 DH9492'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DH9492'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 63 (HAMPTON
 DH9492'STREET), 64 BUSINESS (ROBERTSON BOULEVARD) AND HAMPTON STREET, 1.25 MI
 DH9492'(2.01 KM) EAST SOUTHEAST OF WALTERBORO, GO EAST SOUTHEAST ON HIGHWAY
 DH9492'64 (HAMPTON STREET) FOR 5.4 MI (8.69 KM) TO THE JUNCTION OF STATE
 DH9492'ROADS 371 (SAINT PETERS ROAD LEFT AND BONNIE DOONE ROAD RIGHT), TURN
 DH9492'RIGHT ON ROAD 371 FOR 0.55 MI (0.89 KM) TO THE JUNCTION OF STATE ROADS
 DH9492'41 (RITTER ROAD) AND 458 (BONNIE DOONE ROAD) AHEAD, CONTINUE ON ROAD
 DH9492'458 FOR 5.3 MI (8.53 KM) TO THE JUNCTION OF STATE ROAD 713 (BACKFIELD
 DH9492'ROAD) LEFT AND THE BRICK ENTRANCEWAY TO BONNIE DOONE PLANTATION, TURN
 DH9492'LEFT ON ROAD 713 FOR 0.7 MI (1.13 KM) TO THE STATION ON THE LEFT NEAR
 DH9492'A POWER POLE AND A LARGE METAL BURIED CABLE JUNCTION BOX. STATION IS A
 DH9492'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) BELOW THE ROAD,
 DH9492'28.3 FT (8.6 M) EAST OF THE CENTER OF THE ROAD, 2.7 FT (0.8 M) SOUTH
 DH9492'OF THE POWER POLE NUMBER 339582 WITH A SECURITY LIGHT, 27.4 FT (8.4 M)
 DH9492'NORTH OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH AN
 DH9492'ASPHALT DRIVEWAY TO A RAISED HOUSE NUMBER 719, 16.8 FT (224.3 M) SOUTH
 DH9492'SOUTHWEST OF THE CORNER POST OF TWO CHAIN LINK FENCES BETWEEN TWO
 DH9492'WATERFRONT LOTS, 5.0 FT (1.5 M) SOUTH SOUTHEAST OF THE SOUTHWEST
 DH9492'CORNER OF THE METAL ELECTRICAL JUNCTION BOX. DESCRIBED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA1439 ***********************************************************************
 FA1439  DESIGNATION -  72 019
 FA1439  PID         -  FA1439
 FA1439  STATE/COUNTY-  SC/SPARTANBURG
 FA1439  USGS QUAD   -  COWPENS (1983)
 FA1439
 FA1439                         *CURRENT SURVEY CONTROL
 FA1439  ___________________________________________________________________
 FA1439* NAD 83(1986)-  35 01 02.     (N)    081 48 18.     (W)     SCALED    
 FA1439* NAVD 88     -       264.764  (meters)     868.65   (feet)  ADJUSTED  
 FA1439  ___________________________________________________________________
 FA1439  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FA1439  DYNAMIC HT  -         264.502 (meters)     867.79  (feet)  COMP
 FA1439  MODELED GRAV-     979,637.7   (mgal)                       NAVD 88
 FA1439
 FA1439  VERT ORDER  -  FIRST     CLASS II
 FA1439
 FA1439.The horizontal coordinates were scaled from a topographic map and have
 FA1439.an estimated accuracy of +/- 6 seconds.
 FA1439
 FA1439.The orthometric height was determined by differential leveling
 FA1439.and adjusted by the National Geodetic Survey in June 1991..
 FA1439
 FA1439.The geoid height was determined by GEOID03.
 FA1439
 FA1439.The dynamic height is computed by dividing the NAVD 88
 FA1439.geopotential number by the normal gravity value computed on the
 FA1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1439.degrees latitude (g = 980.6199 gals.).
 FA1439
 FA1439.The modeled gravity was interpolated from observed gravity values.
 FA1439
 FA1439;                    North         East    Units  Estimated Accuracy
 FA1439;SPC SC       -   353,390.      536,120.      MT  (+/- 180 meters Scaled)
 FA1439
 FA1439                          SUPERSEDED SURVEY CONTROL
 FA1439
 FA1439.No superseded survey control is available for this station.
 FA1439
 FA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU265752(NAD 83)
 FA1439_MARKER: DD = SURVEY DISK
 FA1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1439_SP_SET: CONCRETE POST
 FA1439_STAMPING: HORZ 42 019 1981
 FA1439_MARK LOGO: SCGS  
 FA1439_PROJECTION: FLUSH
 FA1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1439+STABILITY: SURFACE MOTION
 FA1439
 FA1439  HISTORY     - Date     Condition        Report By
 FA1439  HISTORY     - 1981     MONUMENTED       SCGS
 FA1439  HISTORY     - 1982     GOOD             NGS
 FA1439
 FA1439                          STATION DESCRIPTION
 FA1439
 FA1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FA1439'IN COWPENS.
 FA1439'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG COUNTY ROAD S-42-71 FROM
 FA1439'THE JUNCTION OF U.S. HIGHWAY 29 IN THE CENTER OF COWPENS, SET IN
 FA1439'THE FRONT YARD OF THE FIRST BAPTIST CHURCH, 27.3 METERS (89.6 FEET)
 FA1439'WEST OF THE CENTER OF THE FRONT ENTRANCE DOORS TO THE CHURCH,
 FA1439'10.73 METERS (35.2 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF
 FA1439'COUNTY ROAD S-42-71, 9.4 METERS (30.8 FEET) SOUTHWEST OF THE
 FA1439'SOUTHWEST FACE OF A LARGE PLAQUE WITH A BELL ON TOP AND 2.55 METERS
 FA1439'(8.4 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF THE SIDEWALK.
 FA1439'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3338 ***********************************************************************
 DE3338  DESIGNATION -  72 SW 10
 DE3338  PID         -  DE3338
 DE3338  STATE/COUNTY-  SC/AIKEN
 DE3338  USGS QUAD   -  AIKEN (1980)
 DE3338
 DE3338                         *CURRENT SURVEY CONTROL
 DE3338  ___________________________________________________________________
 DE3338* NAD 83(1986)-  33 30 08.     (N)    081 42 23.     (W)     SCALED    
 DE3338* NAVD 88     -       147.119  (meters)     482.67   (feet)  ADJUSTED  
 DE3338  ___________________________________________________________________
 DE3338  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DE3338  DYNAMIC HT  -         146.960 (meters)     482.15  (feet)  COMP
 DE3338  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 DE3338
 DE3338  VERT ORDER  -  FIRST     CLASS II
 DE3338
 DE3338.The horizontal coordinates were scaled from a topographic map and have
 DE3338.an estimated accuracy of +/- 6 seconds.
 DE3338
 DE3338.The orthometric height was determined by differential leveling
 DE3338.and adjusted by the National Geodetic Survey in April 1994..
 DE3338
 DE3338.The geoid height was determined by GEOID03.
 DE3338
 DE3338.The dynamic height is computed by dividing the NAVD 88
 DE3338.geopotential number by the normal gravity value computed on the
 DE3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3338.degrees latitude (g = 980.6199 gals.).
 DE3338
 DE3338.The modeled gravity was interpolated from observed gravity values.
 DE3338
 DE3338;                    North         East    Units  Estimated Accuracy
 DE3338;SPC SC       -   185,300.      543,980.      MT  (+/- 180 meters Scaled)
 DE3338
 DE3338                          SUPERSEDED SURVEY CONTROL
 DE3338
 DE3338.No superseded survey control is available for this station.
 DE3338
 DE3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT343071(NAD 83)
 DE3338_MARKER: P = PIPE CAP
 DE3338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3338_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3338_STAMPING: 72 1992 SW 10
 DE3338_MARK LOGO: SC0020
 DE3338_PROJECTION: RECESSED 10 CENTIMETERS
 DE3338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3338+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 DE3338_ROD/PIPE-DEPTH: 0.76 meters
 DE3338
 DE3338  HISTORY     - Date     Condition        Report By
 DE3338  HISTORY     - 1992     MONUMENTED       SC0020
 DE3338  HISTORY     - 19920909 GOOD             SCGS
 DE3338  HISTORY     - 20000725 GOOD             SCGS
 DE3338
 DE3338                          STATION DESCRIPTION
 DE3338
 DE3338'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3338'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTH SOUTHEAST OF AIKEN.
 DE3338'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3338'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3338'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST), 118 (PINE LOG ROAD
 DE3338'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO SOUTH SOUTHEAST
 DE3338'ON HIGHWAY 19 FOR 1.65 MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD
 DE3338'1270 (BROOKHAVEN DRIVE) RIGHT AND THE STATION ON THE LEFT NEAR A
 DE3338'BRICK SIGN FOR THE TRINITY UNITED METODIST CHURCH.
 DE3338'STATION IS A PIPE MARK WITH CAP RECESSED 0.4 FOOT (12.2 CM) AND 0.5
 DE3338'FOOT (15.2 CM) BELOW THE HIGHWAY, 124.8 FEET (38.0 M) SOUTHWEST OF
 DE3338'THE SOUTH CORNER OF THE MAIN CHURCH BUILDING, 32.7 FEET (10.0 M) EAST
 DE3338'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 23.8
 DE3338'FEET (7.3 M) NORTH NORTHWEST OF THE EXTENDED CENTER OF ROAD 1270,
 DE3338'68.2 FEET (20.8 M) SOUTH SOUTHEAST OF THE SOUTHEAST EDGE OF A
 DE3338'CONCRETE SIDEWALK LEADING TO THE CHURCH, 40.4 FEET (12.3 M) SOUTH OF
 DE3338'THE SOUTH CORNER OF THE BRICK SIGN, 101.4 FEET (30.9 M) SOUTHEAST OF
 DE3338'THE SOUTHEAST END OF A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DE3338'DRIVEWAY TO THE CHURCH.
 DE3338'RECOVERED BY T. HALL.
 DE3338
 DE3338                          STATION RECOVERY (2000)
 DE3338
 DE3338'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3338'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTH SOUTHEAST OF AIKEN, 5.7
 DE3338'MILES (9.2 KM) NORTH NORTHWEST OF NEW ELLENTON.  OWNERSHIP--SCDOT,
 DE3338'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE3338'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE3338'HIGHWAYS 19 (WHISKEY ROAD SOUTHEAST) , 302 (PINE LOG ROAD SOUTHEAST)
 DE3338'AND 118 (PINE LOG ROAD SOUTHEAST) , 2.5 MILES (4.0 KM) SOUTH OF AIKEN,
 DE3338'GO SOUTH SOUTHEAST ON HIGHWAY 19 FOR 1.65 MILES (2.66 KM) TO THE
 DE3338'STATION ON THE LEFT NEAR A BRICK SIGN FOR THE TRINITY UNITED METHODIST
 DE3338'CHURCH.  STATION IS AN ALUMINUM PIPE MARK WITH CAP RECESSED 0.5 FOOT
 DE3338'(15.2 CM) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 32.9 FEET (10.0 M)
 DE3338'EAST NORTHEAST OF THE NORTHBOUND LANES OF THE HIGHWAY, 24.0 FEET (7.3
 DE3338'M) NORTH NORTHWEST OF THE EXTENDED CENTER OF STATE ROAD 1270
 DE3338'(BROOKHAVEN DRIVE) , 40.3 FEET (12.3 M) SOUTH OF THE SOUTH CORNER OF
 DE3338'THE BRICK SIGN, 169.0 FEET (51.5 M) WEST NORTHWEST OF THE SOUTH CORNER
 DE3338'OF THE MAIN CHURCH BUILDING, 70.1 FEET (21.4 M) SOUTHEAST OF THE
 DE3338'SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY
 DE3338'TO THE CHURCH.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0568 ***********************************************************************
 DD0568  DESIGNATION -  73
 DD0568  PID         -  DD0568
 DD0568  STATE/COUNTY-  SC/WILLIAMSBURG
 DD0568  USGS QUAD   -  GREELEYVILLE (1990)
 DD0568
 DD0568                         *CURRENT SURVEY CONTROL
 DD0568  ___________________________________________________________________
 DD0568* NAD 83(1986)-  33 33 13.     (N)    079 56 04.     (W)     SCALED    
 DD0568* NAVD 88     -        22.062  (meters)      72.38   (feet)  ADJUSTED  
 DD0568  ___________________________________________________________________
 DD0568  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DD0568  DYNAMIC HT  -          22.039 (meters)      72.31  (feet)  COMP
 DD0568  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 DD0568
 DD0568  VERT ORDER  -  SECOND    CLASS 0
 DD0568
 DD0568.The horizontal coordinates were scaled from a topographic map and have
 DD0568.an estimated accuracy of +/- 6 seconds.
 DD0568
 DD0568.The orthometric height was determined by differential leveling
 DD0568.and adjusted by the National Geodetic Survey in June 1991..
 DD0568
 DD0568.The geoid height was determined by GEOID03.
 DD0568
 DD0568.The dynamic height is computed by dividing the NAVD 88
 DD0568.geopotential number by the normal gravity value computed on the
 DD0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0568.degrees latitude (g = 980.6199 gals.).
 DD0568
 DD0568.The modeled gravity was interpolated from observed gravity values.
 DD0568
 DD0568;                    North         East    Units  Estimated Accuracy
 DD0568;SPC SC       -   191,280.      708,530.      MT  (+/- 180 meters Scaled)
 DD0568
 DD0568                          SUPERSEDED SURVEY CONTROL
 DD0568
 DD0568  NGVD 29 (03/21/89)   22.359  (m)           73.36   (f) ADJUSTED    2 0
 DD0568
 DD0568.Superseded values are not recommended for survey control.
 DD0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0568.See file dsdata.txt to determine how the superseded data were derived.
 DD0568
 DD0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT989131(NAD 83)
 DD0568_MARKER: P = PIPE CAP
 DD0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0568_STAMPING: 73 1918
 DD0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0568
 DD0568  HISTORY     - Date     Condition        Report By
 DD0568  HISTORY     - 1918     MONUMENTED       USGS
 DD0568  HISTORY     - 1961     MARK NOT FOUND   NGS
 DD0568
 DD0568                          STATION DESCRIPTION
 DD0568
 DD0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DD0568'AT HEINEMAN.
 DD0568'AT HEINEMAN, WILLIAMSBURG COUNTY, ON THE ATLANTIC COAST LINE
 DD0568'RAILROAD, 62 FEET EAST OF THE SOUTHEAST CORNER OF THE STATION,
 DD0568'AT THE CROSSING OF U.S. HIGHWAY 17, 10.8 FEET NORTH OF THE NORTH
 DD0568'RAIL, AND 9.5 FEET WEST OF THE WEST EDGE OF THE HIGHWAY.  A USGS
 DD0568'STANDARD CAP, STAMPED 73 1918 AND RIVETED ON THE TOP OF A
 DD0568'3-1/2-INCH IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3341 ***********************************************************************
 DE3341  DESIGNATION -  73 SW 11
 DE3341  PID         -  DE3341
 DE3341  STATE/COUNTY-  SC/AIKEN
 DE3341  USGS QUAD   -  AIKEN (1980)
 DE3341
 DE3341                         *CURRENT SURVEY CONTROL
 DE3341  ___________________________________________________________________
 DE3341* NAD 83(1986)-  33 30 43.     (N)    081 42 48.     (W)     SCALED    
 DE3341* NAVD 88     -       146.244  (meters)     479.80   (feet)  ADJUSTED  
 DE3341  ___________________________________________________________________
 DE3341  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DE3341  DYNAMIC HT  -         146.086 (meters)     479.28  (feet)  COMP
 DE3341  MODELED GRAV-     979,552.2   (mgal)                       NAVD 88
 DE3341
 DE3341  VERT ORDER  -  FIRST     CLASS II
 DE3341
 DE3341.The horizontal coordinates were scaled from a topographic map and have
 DE3341.an estimated accuracy of +/- 6 seconds.
 DE3341
 DE3341.The orthometric height was determined by differential leveling
 DE3341.and adjusted by the National Geodetic Survey in April 1994..
 DE3341
 DE3341.The geoid height was determined by GEOID03.
 DE3341
 DE3341.The dynamic height is computed by dividing the NAVD 88
 DE3341.geopotential number by the normal gravity value computed on the
 DE3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3341.degrees latitude (g = 980.6199 gals.).
 DE3341
 DE3341.The modeled gravity was interpolated from observed gravity values.
 DE3341
 DE3341;                    North         East    Units  Estimated Accuracy
 DE3341;SPC SC       -   186,380.      543,340.      MT  (+/- 180 meters Scaled)
 DE3341
 DE3341                          SUPERSEDED SURVEY CONTROL
 DE3341
 DE3341.No superseded survey control is available for this station.
 DE3341
 DE3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT337082(NAD 83)
 DE3341_MARKER: P = PIPE CAP
 DE3341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3341_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3341_STAMPING: 73 1992 SW 11
 DE3341_MARK LOGO: SC0020
 DE3341_PROJECTION: RECESSED 15 CENTIMETERS
 DE3341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3341+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 DE3341_ROD/PIPE-DEPTH: 0.76 meters
 DE3341
 DE3341  HISTORY     - Date     Condition        Report By
 DE3341  HISTORY     - 1992     MONUMENTED       SC0020
 DE3341  HISTORY     - 19920909 GOOD             SCGS
 DE3341  HISTORY     - 20000725 GOOD             SCGS
 DE3341
 DE3341                          STATION DESCRIPTION
 DE3341
 DE3341'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3341'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTH OF AIKEN.
 DE3341'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3341'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3341'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (WHISKEY
 DE3341'ROAD SOUTHEAST), 302 (PINE LOG ROAD SOUTHEAST), 118 (PINE LOG ROAD
 DE3341'SOUTHEAST), 2.45 MILES (3.94 KM) SOUTH OF AIKEN, GO SOUTH SOUTHEAST
 DE3341'ON HIGHWAY 19 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD
 DE3341'2039 (OAK GROVE ROAD) AND THE STATION IN THE NORTHEAST ANGLE OF THE
 DE3341'JUNCTION,  A PIPE MARK WITH CAP RECESSED 0.6 FOOT (18.3 CM) AND 0.5
 DE3341'FOOT (15.2 CM) BELOW THE HIGHWAY, 21.3 FEET (6.5 M) EAST NORTHEAST OF
 DE3341'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 43.5 FEET
 DE3341'(13.3 M) NORTHWEST OF THE CENTER OF A METAL DRAIN COVER SET INTO A
 DE3341'LARGE CONCRETE PAD, 42.3 FEET (12.9 M) WEST OF THE NORTHWEST CORNER
 DE3341'OF A METAL SIGN POST FOR A GOODYEAR STORE, 68.3 FEET (20.8 M) NORTH
 DE3341'OF THE CENTER OF THE ROAD, 124.3 FEET (37.9 M) SOUTH SOUTHWEST OF A
 DE3341'SECURITY LIGHT POLE NUMBER 83055/494-22--2.7--1.6, 1.1 FEET (0.3 M)
 DE3341'WEST SOUTHWEST OF A WITNESS POST.
 DE3341'RECOVERED BY T. HALL.
 DE3341
 DE3341                          STATION RECOVERY (2000)
 DE3341
 DE3341'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3341'STATION IS LOCATED 3.4 MILES (5.5 KM) SOUTH OF AIKEN.
 DE3341'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3341'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3341'JUNCTION OF STATE HIGHWAYS 19 (WHISKEY ROAD SOUTHEAST) , 302 (PINE LOG
 DE3341'ROAD SOUTHEAST) AND 118 (PINE LOG ROAD SOUTHEAST) , 2.5 MILES (4.0 KM)
 DE3341'SOUTH OF AIKEN, GO SOUTH SOUTHEAST ON HIGHWAY 19 FOR 0.9 MILE (1.4 KM)
 DE3341'TO THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF THE JUNCTION OF A
 DE3341'PAVED ROAD LEFT (OAK GROVE ROAD) .  STATION IS AN ALUMINUM PIPE MARK
 DE3341'WITH CAP RECESSED 0.5 FOOT (15.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE
 DE3341'HIGHWAY, 20.4 FEET (6.2 M) EAST OF THE CENTER OF THE NORTHBOUND LANES
 DE3341'OF THE HIGHWAY, 75.0 FEET (22.9 M) NORTH NORTHWEST OF THE CENTER OF
 DE3341'THE ROAD, 7.6 FEET (2.3 M) NORTH NORTHWEST A METAL MANHOLE COVER ,
 DE3341'37.2 FEET (11.3 M) WEST OF THE NORTHWEST CORNER OF THE WEST ONE OF TWO
 DE3341'METAL LEGS FOR POLK TIRE SIGN, 26.5 FEET (8.1 M) SOUTH SOUTHEAST OF
 DE3341'THE CENTER OF THE DRIVEWAY TO POLK TIRE, 1.0 FOOT (0.3 M) WEST OF A
 DE3341'WITNESS POST.  RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE3371 ***********************************************************************
 DE3371  DESIGNATION -  74 SW 7
 DE3371  PID         -  DE3371
 DE3371  STATE/COUNTY-  SC/AIKEN
 DE3371  USGS QUAD   -  AIKEN (1980)
 DE3371
 DE3371                         *CURRENT SURVEY CONTROL
 DE3371  ___________________________________________________________________
 DE3371* NAD 83(1986)-  33 30 55.     (N)    081 43 59.     (W)     SCALED    
 DE3371* NAVD 88     -       155.740  (meters)     510.96   (feet)  ADJUSTED  
 DE3371  ___________________________________________________________________
 DE3371  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE3371  DYNAMIC HT  -         155.572 (meters)     510.41  (feet)  COMP
 DE3371  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 DE3371
 DE3371  VERT ORDER  -  FIRST     CLASS II
 DE3371
 DE3371.The horizontal coordinates were scaled from a topographic map and have
 DE3371.an estimated accuracy of +/- 6 seconds.
 DE3371
 DE3371.The orthometric height was determined by differential leveling
 DE3371.and adjusted by the National Geodetic Survey in April 1994..
 DE3371
 DE3371.The geoid height was determined by GEOID03.
 DE3371
 DE3371.The dynamic height is computed by dividing the NAVD 88
 DE3371.geopotential number by the normal gravity value computed on the
 DE3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE3371.degrees latitude (g = 980.6199 gals.).
 DE3371
 DE3371.The modeled gravity was interpolated from observed gravity values.
 DE3371
 DE3371;                    North         East    Units  Estimated Accuracy
 DE3371;SPC SC       -   186,760.      541,510.      MT  (+/- 180 meters Scaled)
 DE3371
 DE3371                          SUPERSEDED SURVEY CONTROL
 DE3371
 DE3371.No superseded survey control is available for this station.
 DE3371
 DE3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT319086(NAD 83)
 DE3371_MARKER: P = PIPE CAP
 DE3371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE3371_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE3371_STAMPING: 74 1992 SW 7
 DE3371_MARK LOGO: SC0020
 DE3371_PROJECTION: RECESSED 10 CENTIMETERS
 DE3371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE3371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE3371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE3371+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 DE3371_ROD/PIPE-DEPTH: 0.76 meters
 DE3371
 DE3371  HISTORY     - Date     Condition        Report By
 DE3371  HISTORY     - 1992     MONUMENTED       SC0020
 DE3371  HISTORY     - 19920909 GOOD             SCGS
 DE3371  HISTORY     - 20001218 GOOD             SCGS
 DE3371
 DE3371                          STATION DESCRIPTION
 DE3371
 DE3371'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE3371'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTH OF AIKEN.
 DE3371'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE3371'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE3371'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118
 DE3371'(HITCHCOCK PARKWAY SOUTHWEST), 302 AND SILVERBLUFF ROAD SOUTHWEST,
 DE3371'2.6 MILES (4.2 KM) SOUTH OF AIKEN, GO SOUTH ON HIGHWAY 302 FOR 0.55
 DE3371'MILE (0.89 KM) TO PINE LOG ROAD SOUTHWEST RIGHT, BEAR RIGHT ON PINE
 DE3371'LOG ROAD SOUTHWEST FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT
 DE3371'NEAR THE PROPERTY LINE BETWEEN AN AMOCO GAS STATION AND CENTRE SOUTH
 DE3371'PLAZA,  A PIPE MARK WITH CAP RECESSED 0.4 FOOT (12.2 CM) AND LEVEL
 DE3371'WITH THE ROAD, 1.2 FEET (0.4 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 DE3371'SIDEWALK, 29.5 FEET (9.0 M) WEST NORTHWEST OF A METAL SECURITY LIGHT
 DE3371'POLE AT THE AMOCO PROPERTY, 25.5 FEET (7.8 M) EAST NORTHEAST OF THE
 DE3371'NORTHEAST CORNER OF A CURB FOR THE PARKING SPACES AT THE PLAZA, 89.2
 DE3371'FEET (27.2 M) WEST OF THE WEST END OF A BRICK RETAINING WALL AT THE
 DE3371'AMOCO PROPERTY, 12.2 FEET (3.7 M) EAST OF SURVEY STATION 2 053, 16.4
 DE3371'FEET (5.0 M) WEST OF A WITNESS POST.
 DE3371'RECOVERED BY T. HALL.
 DE3371
 DE3371                          STATION RECOVERY (2000)
 DE3371
 DE3371'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE3371'STATION IS LOCATED 3.2 MILES (5.1 KM) SOUTH SOUTHWEST OF AIKEN.
 DE3371'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE3371'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE3371'JUNCTION OF STATE HIGHWAYS 118 (HITCHCOCK PARKWAY SOUTHWEST) , 302 AND
 DE3371'SILVER BLUFF ROAD SOUTHWEST, 2.65 MILES (4.26 KM) SOUTH OF AIKEN, GO
 DE3371'SOUTH ON HIGHWAY 302 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF PINE
 DE3371'LOG ROAD SOUTHWEST, BEAR RIGHT ON PINE LOG ROAD FOR 0.1 MILE (0.2 KM)
 DE3371'TO THE STATION ON THE LEFT NEAR THE PROPERTY LINE BETWEEN AN AMOCO GAS
 DE3371'STATION AND CENTRE SOUTH PLAZA.  STATION IS A CONCRETE POST RECESSED
 DE3371'0.4 FOOT (12.2 CM) AND LEVEL WITH THE ROAD, 1.2 FOOT (0.4 M) SOUTH OF
 DE3371'THE SOUTH EDGE OF A SIDEWALK, 30.0 FEET (9.1 M) WEST NORTHWEST OF A
 DE3371'METAL SECURITY LIGHT POLE FOR AMOCO GAS STATION, 12.3 FEET (3.7 M)
 DE3371'EAST OF SURVEY STATION 2 053, 22.8 FEET (6.9 M) EAST OF A 0.8-FOOT PIN
 DE3371'WITH A SCGS REFERENCE WASHER ATTACHED, 89.2 FEET (27.2 M) WEST OF THE
 DE3371'WEST END OF A BRICK RETAINING WALL AT THE AMOCO PROPERTY, 25.3 FEET
 DE3371'(7.7 M) EAST OF THE NORTHEAST CORNER OF A CURB FOR THE PARKING SPACES
 DE3371'AT THE PLAZA, 16.8 FEET (5.1 M) WEST OF A WITNESS POST.  RECOVERED BY
 DE3371'M.J.  UGGIANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5081 ***********************************************************************
 DG5081  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5081  DESIGNATION -  741 251
 DG5081  PID         -  DG5081
 DG5081  STATE/COUNTY-  SC/YORK
 DG5081  USGS QUAD   -  FORT MILL (1993)
 DG5081
 DG5081                         *CURRENT SURVEY CONTROL
 DG5081  ___________________________________________________________________
 DG5081* NAD 83(2001)-  35 01 18.85499(N)    080 59 45.37398(W)     ADJUSTED  
 DG5081* NAVD 88     -       165.15   (meters)     541.8    (feet)  GPS OBS   
 DG5081  ___________________________________________________________________
 DG5081  X           -     818,384.389 (meters)                     COMP
 DG5081  Y           -  -5,164,705.400 (meters)                     COMP
 DG5081  Z           -   3,639,934.470 (meters)                     COMP
 DG5081  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 DG5081  ELLIP HEIGHT-         134.58  (meters)          (01/16/04) GPS OBS
 DG5081  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DG5081
 DG5081  HORZ ORDER  -  FIRST
 DG5081  ELLP ORDER  -  FOURTH    CLASS II
 DG5081
 DG5081.The horizontal coordinates were established by GPS observations
 DG5081.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in January 2004..
 DG5081
 DG5081.The orthometric height was determined by GPS observations and a
 DG5081.high-resolution geoid model using precise GPS observation and
 DG5081.processing techniques.
 DG5081
 DG5081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5081
 DG5081.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5081
 DG5081.The ellipsoidal height was determined by GPS observations
 DG5081.and is referenced to NAD 83.
 DG5081
 DG5081.The geoid height was determined by GEOID03.
 DG5081
 DG5081;                    North         East     Units Scale Factor Converg.
 DG5081;SPC SC       -   353,626.883   609,970.812   MT  1.00007250   +0 00 08.1
 DG5081;SPC SC       - 1,160,193.19  2,001,216.57   iFT  1.00007250   +0 00 08.1
 DG5081;UTM  17      - 3,875,472.165   500,370.637   MT  0.99960000   +0 00 08.4
 DG5081
 DG5081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5081!SPC SC       -   0.99997888  x   1.00007250  =   1.00005137
 DG5081!UTM  17      -   0.99997888  x   0.99960000  =   0.99957888
 DG5081
 DG5081:                Primary Azimuth Mark                     Grid Az
 DG5081:SPC SC       -  ONE OUT                                  303 34 04.0
 DG5081:UTM  17      -  ONE OUT                                  303 34 03.7
 DG5081
 DG5081|---------------------------------------------------------------------|
 DG5081| PID    Reference Object                     Distance      Geod. Az  |
 DG5081|                                                           dddmmss.s |
 DG5081| DG5118 ONE OUT                             435.795 METERS 3033412.1 |
 DG5081|---------------------------------------------------------------------|
 DG5081
 DG5081                          SUPERSEDED SURVEY CONTROL
 DG5081
 DG5081  NAD 83(1986)-  35 01 18.86989(N)    080 59 45.38319(W) AD(       ) 1
 DG5081
 DG5081.Superseded values are not recommended for survey control.
 DG5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5081.See file dsdata.txt to determine how the superseded data were derived.
 DG5081
 DG5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0037175472(NAD 83)
 DG5081_MARKER: DD = SURVEY DISK
 DG5081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5081_STAMPING: 741-251 2003
 DG5081_MARK LOGO: SCGS  
 DG5081_PROJECTION: FLUSH
 DG5081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5081+STABILITY: SURFACE MOTION
 DG5081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5081+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 DG5081
 DG5081  HISTORY     - Date     Condition        Report By
 DG5081  HISTORY     - 20030616 MONUMENTED       SCGS
 DG5081  HISTORY     - 20050115 GOOD             USPSQD
 DG5081
 DG5081                          STATION DESCRIPTION
 DG5081
 DG5081'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG5081'STATION IS LOCATED 3.0 MILES WEST NORTHWEST OF FORT MILL, 14.0 MILES
 DG5081'EAST OF YORK. OWNERSHIP--FREEDOM CHRISTIAN CENTER.TO REACH THE STATION
 DG5081'FROM THE JUNCTION OVERPASS OF INTERSTATE 77 AND STATE HIGHWAY 160
 DG5081'(EXIT 85), 1.8 MILES NORTHWEST OF FORT MILL, GO NORTH NORTHWEST ON
 DG5081'HIGHWAY 160 FOR 1.85 MILES TO THE JUNCTION OF STATE ROAD 99 (DAM
 DG5081'ROAD), TURN LEFT ON ROAD 99 FOR 0.6 MILE TO THE JUNCTION OF STATE ROAD
 DG5081'741 (GARDENDALE ROAD), TURN LEFT ON ROAD 741 FOR 1.3 MILES TO THE
 DG5081'STATION ON THE RIGHT IN THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD
 DG5081'251 (NEW GRAY ROCK ROAD).STATION IS A CONCRETE POST FLUSH WITH THE
 DG5081'GROUND AND 0.5 FOOT ABOVE THE ROADS, 56.5 FEET NORTHWEST OF THE CENTER
 DG5081'OF ROAD 741, 45.1 FEET NORTHEAST OF THE CENTER OF ROAD 251, 5.0 FEET
 DG5081'WEST OF A SECURITY LIGHT POLE, 7.0 FEET NORTH OF THE WEST CORNER OF
 DG5081'THE WEST LEG OF A WOOD SIGN FOR FREEDOM CHRISTIAN CENTER, 45.4 FEET
 DG5081'SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING.NOTE-STATION IS
 DG5081'INTERVISIBLE WITH SURVEY STATION ONE OUT.DESCRIBED BY R.P. MCKEOWN.
 DG5081' 
 DG5081'
 DG5081
 DG5081                          STATION RECOVERY (2005)
 DG5081
 DG5081'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWP)
 DG5081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0207 ***********************************************************************
 DE0207  DESIGNATION -  74.70
 DE0207  PID         -  DE0207
 DE0207  STATE/COUNTY-  SC/DORCHESTER
 DE0207  USGS QUAD   -  SUMMERVILLE (1990)
 DE0207
 DE0207                         *CURRENT SURVEY CONTROL
 DE0207  ___________________________________________________________________
 DE0207* NAD 83(1986)-  33 01 16.     (N)    080 10 04.     (W)     SCALED    
 DE0207* NAVD 88     -        21.28   (+/-2cm)      69.8    (feet)  VERTCON   
 DE0207  ___________________________________________________________________
 DE0207  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DE0207
 DE0207  VERT ORDER  -  ? (See Below)
 DE0207
 DE0207.The horizontal coordinates were scaled from a topographic map and have
 DE0207.an estimated accuracy of +/- 6 seconds.
 DE0207
 DE0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE0207.The vertical order pertains to the NGVD 29 superseded value.
 DE0207
 DE0207.The geoid height was determined by GEOID03.
 DE0207
 DE0207;                    North         East    Units  Estimated Accuracy
 DE0207;SPC SC       -   132,040.      687,340.      MT  (+/- 180 meters Scaled)
 DE0207
 DE0207                          SUPERSEDED SURVEY CONTROL
 DE0207
 DE0207  NGVD 29 (??/??/92)   21.573  (m)           70.78   (f) ADJ UNCH    ?  
 DE0207
 DE0207.Superseded values are not recommended for survey control.
 DE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0207.See file dsdata.txt to determine how the superseded data were derived.
 DE0207
 DE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS777539(NAD 83)
 DE0207_MARKER: P = PIPE CAP
 DE0207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0207_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0207_STAMPING: ELEV 70.784
 DE0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0207
 DE0207  HISTORY     - Date     Condition        Report By
 DE0207  HISTORY     - UNK      MONUMENTED       USDA
 DE0207  HISTORY     - 1959     MARK NOT FOUND   NGS
 DE0207  HISTORY     - 20020812 MARK NOT FOUND   SCGS
 DE0207
 DE0207                          STATION DESCRIPTION
 DE0207
 DE0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DE0207'AT SUMMERVILLE.
 DE0207'AT SUMMERVILLE, ABOUT 200 FEET SOUTHEAST OF THE SOUTHERN RAILWAY
 DE0207'STATION, AT THE NORTHEAST CORNER OF A PARK, 30 FEET NORTH OF
 DE0207'THE ENTRANCE TO THE FIRE DEPARTMENT, 18 FEET SOUTH OF THE NORTH
 DE0207'EDGE OF THE PARK, AND 20 FEET NORTH OF A 30-INCH OAK TREE.  A
 DE0207'UNITED STATES DEPARTMENT OF AGRICULTURE STANDARD CAP, STAMPED
 DE0207'ELEV 70.784 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 DE0207'PROJECTING 1 INCH ABOVE GROUND.
 DE0207
 DE0207                          STATION RECOVERY (2002)
 DE0207
 DE0207'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE0207'NOT RECOVERED,  SEARCHED 10 MINUTES WITH NO RESULTS, PRESUMED
 DE0207'DESTROYED BY STATE
 DE0207'HIGHWAY 165 BYPASS CONSTRUCTION.
 DE0207'RECOVERY BY J.B. SMOAK.
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207' 
 DE0207'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0565 ***********************************************************************
 DD0565  DESIGNATION -  75
 DD0565  PID         -  DD0565
 DD0565  STATE/COUNTY-  SC/WILLIAMSBURG
 DD0565  USGS QUAD   -  GREELEYVILLE (1990)
 DD0565
 DD0565                         *CURRENT SURVEY CONTROL
 DD0565  ___________________________________________________________________
 DD0565* NAD 83(1986)-  33 34 27.     (N)    079 58 20.     (W)     SCALED    
 DD0565* NAVD 88     -        22.646  (meters)      74.30   (feet)  ADJUSTED  
 DD0565  ___________________________________________________________________
 DD0565  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DD0565  DYNAMIC HT  -          22.623 (meters)      74.22  (feet)  COMP
 DD0565  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 DD0565
 DD0565  VERT ORDER  -  FIRST     CLASS II
 DD0565
 DD0565.The horizontal coordinates were scaled from a topographic map and have
 DD0565.an estimated accuracy of +/- 6 seconds.
 DD0565
 DD0565.The orthometric height was determined by differential leveling
 DD0565.and adjusted by the National Geodetic Survey in June 1991..
 DD0565
 DD0565.The geoid height was determined by GEOID03.
 DD0565
 DD0565.The dynamic height is computed by dividing the NAVD 88
 DD0565.geopotential number by the normal gravity value computed on the
 DD0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0565.degrees latitude (g = 980.6199 gals.).
 DD0565
 DD0565.The modeled gravity was interpolated from observed gravity values.
 DD0565
 DD0565;                    North         East    Units  Estimated Accuracy
 DD0565;SPC SC       -   193,530.      705,000.      MT  (+/- 180 meters Scaled)
 DD0565
 DD0565                          SUPERSEDED SURVEY CONTROL
 DD0565
 DD0565  NGVD 29 (03/21/89)   22.943  (m)           75.27   (f) ADJUSTED    1 2
 DD0565
 DD0565.Superseded values are not recommended for survey control.
 DD0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0565.See file dsdata.txt to determine how the superseded data were derived.
 DD0565
 DD0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT953154(NAD 83)
 DD0565_MARKER: P = PIPE CAP
 DD0565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0565_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0565_STAMPING: 75 1918
 DD0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0565
 DD0565  HISTORY     - Date     Condition        Report By
 DD0565  HISTORY     - 1918     MONUMENTED       USGS
 DD0565  HISTORY     - 1961     GOOD             NGS
 DD0565
 DD0565                          STATION DESCRIPTION
 DD0565
 DD0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DD0565'1.1 MI SE FROM GREELEYVILLE.
 DD0565'ABOUT 1.1 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DD0565'FROM THE STATION AT GREELEYVILLE, 0.3 MILE SOUTHEAST OF MILEPOST
 DD0565'L 349 L 7, AT THE CROSSING OF A DIRT ROAD, 0.1 MILE SOUTHEAST
 DD0565'OF STATION ONE MILE SIGN, 25 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DD0565'30 FEET NORTH OF THE CENTER OF THE CROSSING, 5 FEET NORTH OF A
 DD0565'CROSSING SIGN, 50 FEET NORTHWEST AND ACROSS DIRT ROAD FROM
 DD0565'TELEGRAPH POLE NO. 2739, 1 FOOT NORTH OF A METAL WITNESS POST,
 DD0565'ABOUT LEVEL WITH THE TOP OF THE RAIL, ON TOP OF A PIPE AND CAP
 DD0565'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2334 ***********************************************************************
 DD2334  DESIGNATION -  75 18 DE
 DD2334  PID         -  DD2334
 DD2334  STATE/COUNTY-  SC/HORRY
 DD2334  USGS QUAD   -  HORRY (1980)
 DD2334
 DD2334                         *CURRENT SURVEY CONTROL
 DD2334  ___________________________________________________________________
 DD2334* NAD 83(1986)-  33 53 17.     (N)    079 13 02.     (W)     SCALED    
 DD2334* NAVD 88     -        22.500  (meters)      73.82   (feet)  ADJUSTED  
 DD2334  ___________________________________________________________________
 DD2334  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DD2334  DYNAMIC HT  -          22.477 (meters)      73.74  (feet)  COMP
 DD2334  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 DD2334
 DD2334  VERT ORDER  -  FIRST     CLASS II
 DD2334
 DD2334.The horizontal coordinates were scaled from a topographic map and have
 DD2334.an estimated accuracy of +/- 6 seconds.
 DD2334
 DD2334.The orthometric height was determined by differential leveling
 DD2334.and adjusted by the National Geodetic Survey in June 1991..
 DD2334
 DD2334.The geoid height was determined by GEOID03.
 DD2334
 DD2334.The dynamic height is computed by dividing the NAVD 88
 DD2334.geopotential number by the normal gravity value computed on the
 DD2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2334.degrees latitude (g = 980.6199 gals.).
 DD2334
 DD2334.The modeled gravity was interpolated from observed gravity values.
 DD2334
 DD2334;                    North         East    Units  Estimated Accuracy
 DD2334;SPC SC       -   229,280.      774,480.      MT  (+/- 180 meters Scaled)
 DD2334
 DD2334                          SUPERSEDED SURVEY CONTROL
 DD2334
 DD2334  NGVD 29 (03/21/89)   22.805  (m)           74.82   (f) ADJUSTED    1 2
 DD2334
 DD2334.Superseded values are not recommended for survey control.
 DD2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2334.See file dsdata.txt to determine how the superseded data were derived.
 DD2334
 DD2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT648511(NAD 83)
 DD2334_MARKER: DB = BENCH MARK DISK
 DD2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2334_SP_SET: CONCRETE POST
 DD2334_STAMPING: 75 18 DE 1934
 DD2334_MARK LOGO: USGS  
 DD2334_PROJECTION: PROJECTING 15 CENTIMETERS
 DD2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2334
 DD2334  HISTORY     - Date     Condition        Report By
 DD2334  HISTORY     - 1934     MONUMENTED       USGS
 DD2334  HISTORY     - 1987     GOOD             SCGS
 DD2334
 DD2334                          STATION DESCRIPTION
 DD2334
 DD2334'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2334'12.3 KM (7.65 MI) SOUTH FROM AYNOR.
 DD2334'6.75 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 FROM THE
 DD2334'JUNCTION OF STATE HIGHWAY 319 (ELM STREET) IN AYNOR, THENCE 19.05 KM
 DD2334'(11.85 MI) SOUTHWEST AND SOUTHERLY ALONG ROAD 99 TO THE JUNCTION OF
 DD2334'STATE ROAD 24 IN JORDANVILLE, CONTINUE 0.65 KM (0.4 MI) SOUTHERLY
 DD2334'ALONG ROAD 24, THENCE 2.0 KM (1.25 MI) EAST AND SOUTHEAST ALONG STATE
 DD2334'ROAD 78, SET IN FRONT OF THE HIGH POINT BAPTIST CHURCH, 21.25 METERS
 DD2334'(69.7 FT) NORTH OF THE NORTH CORNER OF THE CHURCH, 30.25 METERS (99.2
 DD2334'FT) WEST-NORTHWEST OF A SECURITY LIGHT POLE, 8.25 METERS (27.1 FT)
 DD2334'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 11.25 METERS (36.9 FT)
 DD2334'EAST OF THE CENTER OF A HEADSTONE (JORDAN, RUFUS AND CLEO).
 DD2334'THE MARK IS 0.10 METERS  NNE FROM  A WITNESS POST
 DD2334'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0572 ***********************************************************************
 DD0572  DESIGNATION -  76
 DD0572  PID         -  DD0572
 DD0572  STATE/COUNTY-  SC/WILLIAMSBURG
 DD0572  USGS QUAD   -  GREELEYVILLE (1990)
 DD0572
 DD0572                         *CURRENT SURVEY CONTROL
 DD0572  ___________________________________________________________________
 DD0572* NAD 83(1986)-  33 32 13.     (N)    079 54 14.     (W)     SCALED    
 DD0572* NAVD 88     -        23.014  (meters)      75.51   (feet)  ADJUSTED  
 DD0572  ___________________________________________________________________
 DD0572  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DD0572  DYNAMIC HT  -          22.990 (meters)      75.43  (feet)  COMP
 DD0572  MODELED GRAV-     979,613.4   (mgal)                       NAVD 88
 DD0572
 DD0572  VERT ORDER  -  FIRST     CLASS II
 DD0572
 DD0572.The horizontal coordinates were scaled from a topographic map and have
 DD0572.an estimated accuracy of +/- 6 seconds.
 DD0572
 DD0572.The orthometric height was determined by differential leveling
 DD0572.and adjusted by the National Geodetic Survey in June 1991..
 DD0572
 DD0572.The geoid height was determined by GEOID03.
 DD0572
 DD0572.The dynamic height is computed by dividing the NAVD 88
 DD0572.geopotential number by the normal gravity value computed on the
 DD0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0572.degrees latitude (g = 980.6199 gals.).
 DD0572
 DD0572.The modeled gravity was interpolated from observed gravity values.
 DD0572
 DD0572;                    North         East    Units  Estimated Accuracy
 DD0572;SPC SC       -   189,460.      711,390.      MT  (+/- 180 meters Scaled)
 DD0572
 DD0572                          SUPERSEDED SURVEY CONTROL
 DD0572
 DD0572  NGVD 29 (03/21/89)   23.310  (m)           76.48   (f) ADJUSTED    1 2
 DD0572
 DD0572.Superseded values are not recommended for survey control.
 DD0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0572.See file dsdata.txt to determine how the superseded data were derived.
 DD0572
 DD0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT017113(NAD 83)
 DD0572_MARKER: P = PIPE CAP
 DD0572_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0572_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0572_STAMPING: 76 1918
 DD0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0572
 DD0572  HISTORY     - Date     Condition        Report By
 DD0572  HISTORY     - 1918     MONUMENTED       USGS
 DD0572  HISTORY     - 1961     GOOD             NGS
 DD0572  HISTORY     - 1982     MARK NOT FOUND   SCGS
 DD0572
 DD0572                          STATION DESCRIPTION
 DD0572
 DD0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DD0572'2 MI NW FROM LANE.
 DD0572'ABOUT 2.0 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 DD0572'FROM THE STATION AT LANE, 7.3 FEET SOUTHEAST OF MILEPOST L 344
 DD0572'L 2, 18.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 0.15 MILE
 DD0572'NORTHWEST OF THE CROSSING OF A FIELD ROAD, 0.3 MILE SOUTHEAST
 DD0572'OF THE CROSSING OF A FIELD ROAD, 54 YARDS SOUTHEAST OF A WHISTLE
 DD0572'POST, ABOUT LEVEL WITH THE TOP OF THE RAIL, A PIPE AND CAP
 DD0572'WHICH PROJECTS 15 INCHES ABOVE THE LEVEL OF THE GROUND.
 DD0572
 DD0572                          STATION RECOVERY (1982)
 DD0572
 DD0572'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 DD0572'NOT RECOVERED, THE DESCRIBED AREA HAS BEEN GRADED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA0898 ***********************************************************************
 FA0898  DESIGNATION -  779
 FA0898  PID         -  FA0898
 FA0898  STATE/COUNTY-  SC/CHEROKEE
 FA0898  USGS QUAD   -  GAFFNEY (1971)
 FA0898
 FA0898                         *CURRENT SURVEY CONTROL
 FA0898  ___________________________________________________________________
 FA0898* NAD 83(1986)-  35 04 36.     (N)    081 38 48.     (W)     SCALED    
 FA0898* NAVD 88     -       237.051  (meters)     777.72   (feet)  POSTED    
 FA0898  ___________________________________________________________________
 FA0898  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FA0898  DYNAMIC HT  -         236.820 (meters)     776.97  (feet)  COMP
 FA0898  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 FA0898
 FA0898  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FA0898
 FA0898.The horizontal coordinates were scaled from a topographic map and have
 FA0898.an estimated accuracy of +/- 6 seconds.
 FA0898
 FA0898.The orthometric height was determined by differential leveling
 FA0898.and adjusted by the National Geodetic Survey in 1992..
 FA0898.No vertical observational check was made to the station.
 FA0898.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FA0898.was located on a no-check spur therefore a value was not computed.
 FA0898
 FA0898.The geoid height was determined by GEOID03.
 FA0898
 FA0898.The dynamic height is computed by dividing the NAVD 88
 FA0898.geopotential number by the normal gravity value computed on the
 FA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0898.degrees latitude (g = 980.6199 gals.).
 FA0898
 FA0898.The modeled gravity was interpolated from observed gravity values.
 FA0898
 FA0898;                    North         East    Units  Estimated Accuracy
 FA0898;SPC SC       -   359,890.      550,620.      MT  (+/- 180 meters Scaled)
 FA0898
 FA0898                          SUPERSEDED SURVEY CONTROL
 FA0898
 FA0898  NGVD 29 (??/??/92)  237.262  (m)          778.42   (f) ADJ UNCH    1 2
 FA0898
 FA0898.Superseded values are not recommended for survey control.
 FA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0898.See file dsdata.txt to determine how the superseded data were derived.
 FA0898
 FA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU410817(NAD 83)
 FA0898_MARKER: DB = BENCH MARK DISK
 FA0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0898_SP_SET: BUILDING
 FA0898_STAMPING: 778.456
 FA0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0898
 FA0898  HISTORY     - Date     Condition        Report By
 FA0898  HISTORY     - UNK      MONUMENTED       USGS
 FA0898  HISTORY     - 1932     GOOD             NGS
 FA0898  HISTORY     - 1982     MARK NOT FOUND   NGS
 FA0898  HISTORY     - 1982     MARK NOT FOUND   NGS
 FA0898  HISTORY     - 19970421 MARK NOT FOUND   USPSQD
 FA0898
 FA0898                          STATION DESCRIPTION
 FA0898
 FA0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FA0898'AT GAFFNEY.
 FA0898'AT GAFFNEY, CHEROKEE COUNTY, AT THE SOUTHWEST CORNER OF THE
 FA0898'SOUTHERN RAILWAY PASSENGER STATION, IN THE WEST FACE, AND ABOUT
 FA0898'4 INCHES ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 FA0898'STANDARD DISK, STAMPED 778.456 AND SET VERTICALLY.
 FA0898
 FA0898                          STATION RECOVERY (1982)
 FA0898
 FA0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FA0898'NOT RECOVERED, THE RAILWAY STATION IS NO LONGER STANDING.
 FA0898
 FA0898                          STATION RECOVERY (1982)
 FA0898
 FA0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FA0898'MARK NOT FOUND.
 FA0898
 FA0898                          STATION RECOVERY (1997)
 FA0898
 FA0898'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 EB0896 ***********************************************************************
 EB0896  DESIGNATION -  78.06
 EB0896  PID         -  EB0896
 EB0896  STATE/COUNTY-  SC/DILLON
 EB0896  USGS QUAD   -  DILLON WEST (1980)
 EB0896
 EB0896                         *CURRENT SURVEY CONTROL
 EB0896  ___________________________________________________________________
 EB0896* NAD 83(1986)-  34 28 45.     (N)    079 25 01.     (W)     SCALED    
 EB0896* NAVD 88     -        46.43   (+/-2cm)     152.3    (feet)  VERTCON   
 EB0896  ___________________________________________________________________
 EB0896  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 EB0896
 EB0896  VERT ORDER  -  ? (See Below)
 EB0896
 EB0896.The horizontal coordinates were scaled from a topographic map and have
 EB0896.an estimated accuracy of +/- 6 seconds.
 EB0896
 EB0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB0896.The vertical order pertains to the NGVD 29 superseded value.
 EB0896
 EB0896.The geoid height was determined by GEOID03.
 EB0896
 EB0896;                    North         East    Units  Estimated Accuracy
 EB0896;SPC SC       -   294,530.      755,000.      MT  (+/- 180 meters Scaled)
 EB0896
 EB0896                          SUPERSEDED SURVEY CONTROL
 EB0896
 EB0896  NGVD 29 (??/??/92)   46.736  (m)          153.33   (f) ADJ UNCH    ?  
 EB0896
 EB0896.Superseded values are not recommended for survey control.
 EB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0896.See file dsdata.txt to determine how the superseded data were derived.
 EB0896
 EB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU453164(NAD 83)
 EB0896_MARKER: S = SPIKE
 EB0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0896_SP_SET: POLE
 EB0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0896
 EB0896  HISTORY     - Date     Condition        Report By
 EB0896  HISTORY     - UNK      MONUMENTED       SCHD
 EB0896  HISTORY     - 1933     GOOD             NGS
 EB0896  HISTORY     - 1942     GOOD             NGS
 EB0896
 EB0896                          STATION DESCRIPTION
 EB0896
 EB0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EB0896'0.6 MI NW FROM LITTLE ROCK.
 EB0896'ABOUT 0.6 MILE NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 EB0896'LITTLE ROCK, DILLON COUNTY, AT THE SOUTHEAST CORNER OF THE
 EB0896'CROSSING OF STATE HIGHWAY 9, ABOUT 100 FEET SOUTHWEST OF A SAWMILL,
 EB0896'IN A POLE, ABOUT 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EB0896'HIGHWAY, AND ABOUT 30 FEET EAST OF THE CENTER LINE OF THE TRACK.
 EB0896'A RAILROAD SPIKE.
 EB0896
 EB0896                          STATION RECOVERY (1942)
 EB0896
 EB0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 EB0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0527 ***********************************************************************
 DD0527  DESIGNATION -  78=PTS 20
 DD0527  PID         -  DD0527
 DD0527  STATE/COUNTY-  SC/BERKELEY
 DD0527  USGS QUAD   -  ST STEPHENS (1990)
 DD0527
 DD0527                         *CURRENT SURVEY CONTROL
 DD0527  ___________________________________________________________________
 DD0527* NAD 83(1986)-  33 24 08.     (N)    079 55 27.     (W)     SCALED    
 DD0527* NAVD 88     -        23.486  (meters)      77.05   (feet)  POSTED    
 DD0527  ___________________________________________________________________
 DD0527  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DD0527  DYNAMIC HT  -          23.460 (meters)      76.97  (feet)  COMP
 DD0527  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 DD0527
 DD0527  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DD0527
 DD0527.The horizontal coordinates were scaled from a topographic map and have
 DD0527.an estimated accuracy of +/- 6 seconds.
 DD0527
 DD0527.The orthometric height was determined by differential leveling
 DD0527.and adjusted by the National Geodetic Survey in 1992..
 DD0527.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DD0527.rate of 0.0 thru 1.0 mm/km.
 DD0527
 DD0527.The geoid height was determined by GEOID03.
 DD0527
 DD0527.The dynamic height is computed by dividing the NAVD 88
 DD0527.geopotential number by the normal gravity value computed on the
 DD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0527.degrees latitude (g = 980.6199 gals.).
 DD0527
 DD0527.The modeled gravity was interpolated from observed gravity values.
 DD0527
 DD0527;                    North         East    Units  Estimated Accuracy
 DD0527;SPC SC       -   174,510.      709,660.      MT  (+/- 180 meters Scaled)
 DD0527
 DD0527                          SUPERSEDED SURVEY CONTROL
 DD0527
 DD0527  NGVD 29 (03/21/89)   23.791  (m)           78.05   (f) ADJUSTED    2 0
 DD0527
 DD0527.Superseded values are not recommended for survey control.
 DD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0527.See file dsdata.txt to determine how the superseded data were derived.
 DD0527
 DD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS000963(NAD 83)
 DD0527_MARKER: P = PIPE CAP
 DD0527_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0527_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0527_STAMPING: 78 PRIM TRAV STA NO 20 MAC 1917
 DD0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0527
 DD0527  HISTORY     - Date     Condition        Report By
 DD0527  HISTORY     - 1918     MONUMENTED       USGS
 DD0527  HISTORY     - 1961     MARK NOT FOUND   NGS
 DD0527
 DD0527                          STATION DESCRIPTION
 DD0527
 DD0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DD0527'AT ST STEPHEN.
 DD0527'AT ST. STEPHEN, BERKELEY COUNTY, ON THE ATLANTIC COAST LINE
 DD0527'RAILROAD, 75 FEET SOUTH OF THE STATION, AT A ROAD CROSSING, 60
 DD0527'FEET WEST OF THE WEST RAIL, AND 50 FEET SOUTH OF THE CENTERLINE
 DD0527'OF THE ROAD.  A USGS STANDARD CAP, STAMPED 78 PRIM TRAV STA NO 20
 DD0527'MAC 1917 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0177 ***********************************************************************
 DE0177  DESIGNATION -  79
 DE0177  PID         -  DE0177
 DE0177  STATE/COUNTY-  SC/BERKELEY
 DE0177  USGS QUAD   -  PINEVILLE (1987)
 DE0177
 DE0177                         *CURRENT SURVEY CONTROL
 DE0177  ___________________________________________________________________
 DE0177* NAD 83(1986)-  33 26 27.     (N)    080 04 07.     (W)     SCALED    
 DE0177* NAVD 88     -        23.837  (meters)      78.21   (feet)  POSTED    
 DE0177  ___________________________________________________________________
 DE0177  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DE0177  DYNAMIC HT  -          23.810 (meters)      78.12  (feet)  COMP
 DE0177  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DE0177
 DE0177  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DE0177
 DE0177.The horizontal coordinates were scaled from a topographic map and have
 DE0177.an estimated accuracy of +/- 6 seconds.
 DE0177
 DE0177.The orthometric height was determined by differential leveling
 DE0177.and adjusted by the National Geodetic Survey in 1992..
 DE0177.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DE0177.rate of 0.0 thru 1.0 mm/km.
 DE0177
 DE0177.The geoid height was determined by GEOID03.
 DE0177
 DE0177.The dynamic height is computed by dividing the NAVD 88
 DE0177.geopotential number by the normal gravity value computed on the
 DE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0177.degrees latitude (g = 980.6199 gals.).
 DE0177
 DE0177.The modeled gravity was interpolated from observed gravity values.
 DE0177
 DE0177;                    North         East    Units  Estimated Accuracy
 DE0177;SPC SC       -   178,660.      696,190.      MT  (+/- 180 meters Scaled)
 DE0177
 DE0177                          SUPERSEDED SURVEY CONTROL
 DE0177
 DE0177  NGVD 29 (03/21/89)   24.138  (m)           79.19   (f) ADJUSTED    2 0
 DE0177
 DE0177.Superseded values are not recommended for survey control.
 DE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0177.See file dsdata.txt to determine how the superseded data were derived.
 DE0177
 DE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT865005(NAD 83)
 DE0177_MARKER: P = PIPE CAP
 DE0177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0177_STAMPING: 79
 DE0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0177
 DE0177  HISTORY     - Date     Condition        Report By
 DE0177  HISTORY     - UNK      MONUMENTED       USGS
 DE0177  HISTORY     - 1959     GOOD             NGS
 DE0177
 DE0177                          STATION DESCRIPTION
 DE0177
 DE0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DE0177'3.1 MI W FROM PINEVILLE.
 DE0177'ABOUT 9.3 MILES W ALONG NO. 45 SOUTH CAROLINA HIGHWAY FROM
 DE0177'THE RAILROAD CROSSING IN ST. STEPHEN, 3.1 MILES W FROM THE
 DE0177'Y-INTERSECTION OF THE SAID AND A COUNTY HIGHWAY FROM THE NE AT
 DE0177'PINEVILLE POST OFFICE, 158 FEET N OF THE CENTER LINE OF THE
 DE0177'HIGHWAY, 23 FEET N OF THE CENTER LINE OF AN OLD EARTH ROAD THAT
 DE0177'IS EVIDENTLY THE FORMER LOCATION OF THE HIGHWAY, 18 FEET E OF THE
 DE0177'CENTER LINE OF THE EARTH ROAD INTO OAKLAND CLUB, AND PROJECTING
 DE0177'A FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3543 ***********************************************************************
 AE3543  SACS        -  This is a Secondary Airport Control Station.
 AE3543  DESIGNATION -  7A1 A
 AE3543  PID         -  AE3543
 AE3543  STATE/COUNTY-  SC/GREENVILLE
 AE3543  USGS QUAD   -  GREENVILLE (1983)
 AE3543
 AE3543                         *CURRENT SURVEY CONTROL
 AE3543  ___________________________________________________________________
 AE3543* NAD 83(2001)-  34 45 07.35210(N)    082 22 52.82454(W)     ADJUSTED  
 AE3543* NAVD 88     -       290.27   (meters)     952.3    (feet)  GPS OBS   
 AE3543  ___________________________________________________________________
 AE3543  X           -     695,559.394 (meters)                     COMP
 AE3543  Y           -  -5,200,056.219 (meters)                     COMP
 AE3543  Z           -   3,615,447.373 (meters)                     COMP
 AE3543  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AE3543  ELLIP HEIGHT-         259.25  (meters)          (02/10/03) GPS OBS
 AE3543  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AE3543
 AE3543  HORZ ORDER  -  FIRST
 AE3543  ELLP ORDER  -  FOURTH    CLASS II
 AE3543
 AE3543.This mark is at Donaldson Center Airport (7A1)
 AE3543
 AE3543.The horizontal coordinates were established by GPS observations
 AE3543.and adjusted by the National Geodetic Survey in February 2003..
 AE3543
 AE3543.The orthometric height was determined by GPS observations and a
 AE3543.high-resolution geoid model.
 AE3543
 AE3543.GPS derived orthometric heights for airport stations designated as
 AE3543.PACS or SACS are published to 2 decimal places.  This maintains
 AE3543.centimeter relative accuracy between the PACS and SACS.  It does
 AE3543.not indicate centimeter accuracy relative to other marks which are
 AE3543.part of the NAVD 88 network.
 AE3543
 AE3543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3543
 AE3543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3543
 AE3543.The ellipsoidal height was determined by GPS observations
 AE3543.and is referenced to NAD 83.
 AE3543
 AE3543.The geoid height was determined by GEOID03.
 AE3543
 AE3543;                    North         East     Units Scale Factor Converg.
 AE3543;SPC SC       -   324,533.409   483,128.065   MT  0.99997212   -0 45 56.9
 AE3543;SPC SC       - 1,064,742.16  1,585,065.83   iFT  0.99997212   -0 45 56.9
 AE3543;UTM  17      - 3,846,414.921   373,567.040   MT  0.99979702   -0 47 15.0
 AE3543
 AE3543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3543!SPC SC       -   0.99995931  x   0.99997212  =   0.99993143
 AE3543!UTM  17      -   0.99995931  x   0.99979702  =   0.99975634
 AE3543
 AE3543                          SUPERSEDED SURVEY CONTROL
 AE3543
 AE3543  NAD 83(1995)-  34 45 07.35221(N)    082 22 52.82457(W) AD(       ) 1
 AE3543
 AE3543.Superseded values are not recommended for survey control.
 AE3543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3543.See file dsdata.txt to determine how the superseded data were derived.
 AE3543
 AE3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7356746415(NAD 83)
 AE3543_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3543_STAMPING: 7A1 A 1996
 AE3543_MARK LOGO: NGS   
 AE3543_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3543+STABILITY: SURFACE MOTION
 AE3543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3543+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1998
 AE3543
 AE3543  HISTORY     - Date     Condition        Report By
 AE3543  HISTORY     - 1996     MONUMENTED       SCGS
 AE3543  HISTORY     - 19980122 GOOD             NGS
 AE3543
 AE3543                          STATION DESCRIPTION
 AE3543
 AE3543'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3543'STATION IS LOCATED 7.0 MILES (11.3 KM) SOUTH OF GREENVILLE, 4.4 MILES
 AE3543'(7.1 KM) SOUTHWEST OF MAULDIN.  OWNERSHIP--DONALDSON DEVELOPMENT
 AE3543'COMMISSION, DONALDSON INDUSTRIAL AIR PARK, JOHN FERGUSON, MANAGER,
 AE3543'DONALDSON CENTER AIRPORT, GREENVILLE, SC 29605, PHONE 864-277-3152. TO
 AE3543'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 85 AND U.S.
 AE3543'HIGHWAY 25 BUSINESS (AUGUSTA ROAD) , 4.0 MILES (6.4 KM) SOUTH OF
 AE3543'GREENVILLE, GO SOUTH ON HIGHWAY 25 FOR 0.65 MILE (1.05 KM) TO THE
 AE3543'JUNCTION OF STATE ROAD 50 (OLD AUGUSTA ROAD) , BEAR LEFT ON ROAD 50
 AE3543'FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 7 (OLD AUGUSTA
 AE3543'ROAD) , BEAR LEFT ON ROAD 50 (FORK SHOALS ROAD) FOR 1.65 MILES (2.66
 AE3543'KM) TO THE JUNCTION OF STATE ROAD 224 (MAIN STREET) AND DELAWARE
 AE3543'STREET, TURN RIGHT ON DELAWARE STREET 0.55 MILE (0.89 KM) TO A REVERSE
 AE3543'FORK RIGHT (OLD TAXIWAY) , TURN RIGHT ON THE OLD TAXIWAY FOR 0.2 MILE
 AE3543'(0.3 KM) TO AN OLD APRON, TURN LEFT ON OLD APRON FOR 0.35 MILE (0.56
 AE3543'KM) TO A CLOSED TAXIWAY, CONTINUE AHEAD ON CLOSED TAXIWAY FOR 0.2 MILE
 AE3543'(0.3 KM) TO TAXIWAY (B) , TURN LEFT ON TAXIWAY (B) 0.5 MILE (0.8 KM)
 AE3543'TO A CLOSED CROSS TAXIWAY, TURN RIGHT ON CLOSED TAXIWAY FOR 0.1 MILE
 AE3543'(0.2 KM) TO THE STATION ON THE RIGHT NEAR A CATCH BASIN.  STATION IS A
 AE3543'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE RUNWAY, 327.0
 AE3543'FEET (99.7 M) SOUTHEAST OF THE CENTER OF THE RUNWAY, 200.0 FEET (61.0
 AE3543'M) NORTHEAST OF THE CENTER OF THE TAXIWAY, 203.0 FEET (61.9 M) EAST
 AE3543'SOUTHEAST OF A HIGH INTENSITY RUNWAY LIGHT, 194.5 FEET (59.3 M) SOUTH
 AE3543'SOUTHEAST OF A HIGH INTENSITY RUNWAY LIGHT, 86.0 FEET (26.2 M) EAST
 AE3543'SOUTHEAST OF THE EAST CORNER OF THE IRON GRATE OF THE CATCH BASIN, 3.3
 AE3543'FEET (1.0 M) NORTHEAST OF A WITNESS POST.  THIS STATION IS DESIGNATED
 AE3543'AS A SECONDARY AIRPORT CONTROL STATION.  DESCRIBED BY C.E.  GEOGHEGAN.
 AE3543
 AE3543                          STATION RECOVERY (1998)
 AE3543
 AE3543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AE3543'RECOVERED AS DESCRIBED BUT WITH A NEW TO REACH.  TO REACH THE STATION
 AE3543'FROM THE JUNCTION OF US INTERSTATE HWY 85 AND STATE HWY 291 (AUGUSTA
 AE3543'ROAD) , GO SOUTH ON HWY 291 FOR 0.7 MI (1.1 KM) TO A PAVED ROAD ON THE
 AE3543'LEFT, TURN LEFT AND GO SOUTHERLY ON OLD AUGUSTA ROAD FOR 0.5 MI (0.8
 AE3543'KM) TO A PAVED ROAD LEFT, TURN LEFT AND CONTINUE SOUTHERLY ON FORK
 AE3543'SHOALS ROAD FOR 1.65 MI (2.66 KM) TO A PAVED ROAD RIGHT, TURN RIGHT
 AE3543'AND GO WEST ON DELAWARE STREET FOR 0.2 MI (0.3 KM) TO THE INTERSECTION
 AE3543'WITH PERIMETER ROAD, CONTINUE WESTERLY ON THE STREET TO ABANDONED
 AE3543'TAXIWAYS LEADING TO THE SOUTH AND WEST, VEER RIGHT AND GO WEST FOR 0.1
 AE3543'MI (0.2 KM) ON AN ABANDONED TAXIWAY TO THE INTERSECTION OF AN
 AE3543'ABANDONED TAXIWAY RIGHT AND A RAMP, VEER LEFT AND GO WEST FOR 0.55 MI
 AE3543'(0.89 KM) ALONG THE RAMP AND ON AN ABANDONED TAXIWAY TO A TAXIWAY
 AE3543'AHEAD, TURN LEFT AND GO WESTERLY FOR 0.5 MI (0.8 KM) TO AN ABANDONED
 AE3543'TAXIWAY RIGHT, TURN RIGHT AND GO SOUTHWEST ON TAXIWAY FOR 0.15 MI
 AE3543'(0.24 KM) TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3544 ***********************************************************************
 AE3544  SACS        -  This is a Secondary Airport Control Station.
 AE3544  DESIGNATION -  7A1 B
 AE3544  PID         -  AE3544
 AE3544  STATE/COUNTY-  SC/GREENVILLE
 AE3544  USGS QUAD   -  MAULDIN (1983)
 AE3544
 AE3544                         *CURRENT SURVEY CONTROL
 AE3544  ___________________________________________________________________
 AE3544* NAD 83(2001)-  34 45 32.22249(N)    082 22 27.97457(W)     ADJUSTED  
 AE3544* NAVD 88     -       285.93   (meters)     938.1    (feet)  GPS OBS   
 AE3544  ___________________________________________________________________
 AE3544  X           -     696,127.417 (meters)                     COMP
 AE3544  Y           -  -5,199,535.776 (meters)                     COMP
 AE3544  Z           -   3,616,074.578 (meters)                     COMP
 AE3544  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AE3544  ELLIP HEIGHT-         254.89  (meters)          (02/10/03) GPS OBS
 AE3544  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 AE3544
 AE3544  HORZ ORDER  -  FIRST
 AE3544  ELLP ORDER  -  FOURTH    CLASS II
 AE3544
 AE3544.This mark is at Donaldson Center Airport (7A1)
 AE3544
 AE3544.The horizontal coordinates were established by GPS observations
 AE3544.and adjusted by the National Geodetic Survey in February 2003..
 AE3544
 AE3544.The orthometric height was determined by GPS observations and a
 AE3544.high-resolution geoid model.
 AE3544
 AE3544.GPS derived orthometric heights for airport stations designated as
 AE3544.PACS or SACS are published to 2 decimal places.  This maintains
 AE3544.centimeter relative accuracy between the PACS and SACS.  It does
 AE3544.not indicate centimeter accuracy relative to other marks which are
 AE3544.part of the NAVD 88 network.
 AE3544
 AE3544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3544
 AE3544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3544
 AE3544.The ellipsoidal height was determined by GPS observations
 AE3544.and is referenced to NAD 83.
 AE3544
 AE3544.The geoid height was determined by GEOID03.
 AE3544
 AE3544;                    North         East     Units Scale Factor Converg.
 AE3544;SPC SC       -   325,291.290   483,770.219   MT  0.99997441   -0 45 43.2
 AE3544;SPC SC       - 1,067,228.64  1,587,172.63   iFT  0.99997441   -0 45 43.2
 AE3544;UTM  17      - 3,847,172.425   374,209.367   MT  0.99979503   -0 47 01.3
 AE3544
 AE3544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3544!SPC SC       -   0.99995999  x   0.99997441  =   0.99993440
 AE3544!UTM  17      -   0.99995999  x   0.99979503  =   0.99975503
 AE3544
 AE3544                          SUPERSEDED SURVEY CONTROL
 AE3544
 AE3544  NAD 83(1995)-  34 45 32.22259(N)    082 22 27.97460(W) AD(       ) 1
 AE3544
 AE3544.Superseded values are not recommended for survey control.
 AE3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3544.See file dsdata.txt to determine how the superseded data were derived.
 AE3544
 AE3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7420947172(NAD 83)
 AE3544_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3544_STAMPING: 7A1 B 1996
 AE3544_MARK LOGO: NGS   
 AE3544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3544+STABILITY: SURFACE MOTION
 AE3544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3544+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1998
 AE3544
 AE3544  HISTORY     - Date     Condition        Report By
 AE3544  HISTORY     - 1996     MONUMENTED       SCGS
 AE3544  HISTORY     - 19980122 GOOD             NGS
 AE3544
 AE3544                          STATION DESCRIPTION
 AE3544
 AE3544'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AE3544'STATION IS LOCATED 6.55 MILES (10.54 KM) SOUTH OF GREENVILLE, 3.9
 AE3544'MILES (6.3 KM) WEST SOUTHWEST OF MAULDIN.  OWNERSHIP--DONALDSON
 AE3544'DEVELOPMENT COMMISSION, DONALDSON INDUSTRIAL AIR PARK, JOHN FERGUSON,
 AE3544'MANAGER, DONALDSON CENTER AIRPORT, GREENVILLE, SC 29605, PHONE
 AE3544'864-277-3152.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AE3544'INTERSTATE 85 AND U.S.  HIGHWAY 25 BUSINESS (AUGUSTA ROAD) , 4.0 MILES
 AE3544'(6.4 KM) SOUTH OF GREENVILLE, GO SOUTH ON HIGHWAY 25 FOR 0.65 MILE
 AE3544'(1.05 KM) TO THE JUNCTION OF STATE ROAD 50 (OLD AUGUSTA ROAD) , BEAR
 AE3544'LEFT ON ROAD 50 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 7
 AE3544'(OLD AUGUSTA ROAD) , BEAR LEFT ON ROAD 50 (FORK SHOALS ROAD) FOR 1.65
 AE3544'MILES (2.66 KM) TO THE JUNCTION OF STATE ROAD 224 (MAIN STREET) AND
 AE3544'DELAWARE STREET, TURN RIGHT ON DELAWARE STREET 0.55 MILE (0.89 KM) TO
 AE3544'A REVERSE FORK RIGHT (OLD TAXIWAY) , TURN RIGHT ON THE OLD TAXIWAY FOR
 AE3544'0.2 MILE (0.3 KM) TO AN OLD APRON, TURN LEFT ON OLD APRON FOR 0.35
 AE3544'MILE (0.56 KM) TO A CLOSED TAXIWAY AHEAD AND THE STATION ON THE RIGHT
 AE3544'NEAR A CATCH BASIN.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 AE3544'AND LEVEL WITH THE RUNWAY, 304.0 FEET (92.7 M) SOUTHEAST OF THE CENTER
 AE3544'OF THE RUNWAY, 240.0 FEET (73.2 M) WEST OF THE WEST CORNER OF THE
 AE3544'APRON, 54.5 FEET (16.6 M) SOUTHEAST OF THE EAST CORNER OF THE IRON
 AE3544'GRATE OF THE CATCH BASIN, 106.0 FEET (32.3 M) SOUTH SOUTHWEST OF THE
 AE3544'CENTER OF A MANHOLE COVER, 166.5 FEET (50.7 M) SOUTH SOUTHEAST OF A
 AE3544'HIGH INTENSITY RUNWAY LIGHT, 2.8 FEET (0.9 M) NORTHWEST OF A WITNESS
 AE3544'POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AE3544'STATION.  DESCRIBED BY C.E.  GEOGHEGAN.
 AE3544
 AE3544                          STATION RECOVERY (1998)
 AE3544
 AE3544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AE3544'RECOVERED AS DESCRIBED BUT WITH A NEW TO REACH.  TO REACH THE STATION
 AE3544'FROM THE JUNCTION OF US INTERSTATE HWY 85 AND STATE HWY 291 (AUGUSTA
 AE3544'ROAD) , GO SOUTH ON HWY 291 FOR 0.7 MI (1.1 KM) TO A PAVED ROAD ON THE
 AE3544'LEFT, TURN LEFT AND GO SOUTHERLY ON OLD AUGUSTA ROAD FOR 0.5 MI (0.8
 AE3544'KM) TO A PAVED ROAD LEFT, TURN LEFT AND CONTINUE SOUTHERLY ON FORK
 AE3544'SHOALS ROAD FOR 1.65 MI (2.66 KM) TO A PAVED ROAD RIGHT, TURN RIGHT
 AE3544'AND GO WEST ON DELAWARE STREET FOR 0.2 MI (0.3 KM) TO THE INTERSECTION
 AE3544'WITH PERIMETER ROAD, CONTINUE WESTERLY ON THE STREET TO ABANDONED
 AE3544'TAXIWAYS LEADING TO THE SOUTH AND WEST, VEER RIGHT AND GO WEST FOR 0.1
 AE3544'MI (0.2 KM) ON AN ABANDONED TAXIWAY TO THE INTERSECTION OF AN
 AE3544'ABANDONED TAXIWAY RIGHT AND A RAMP, VEER LEFT AND GO WEST FOR 0.35 MI
 AE3544'(0.56 KM) TO AN ABANDONED TAXIWAY AHEAD AND THE STATION ON THE RIGHT.
 AE3544'NOTE--STATION IS RECESSED .20 M (0.66 FT) BELOW THE LEVEL OF THE
 AE3544'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1484 ***********************************************************************
 DD1484  DESIGNATION -  7U I3
 DD1484  PID         -  DD1484
 DD1484  STATE/COUNTY-  SC/GEORGETOWN
 DD1484  USGS QUAD   -  BROOKGREEN (1973)
 DD1484
 DD1484                         *CURRENT SURVEY CONTROL
 DD1484  ___________________________________________________________________
 DD1484* NAD 83(1986)-  33 33 47.     (N)    079 01 42.     (W)     SCALED    
 DD1484* NAVD 88     -         3.534  (meters)      11.59   (feet)  ADJUSTED  
 DD1484  ___________________________________________________________________
 DD1484  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1484  DYNAMIC HT  -           3.530 (meters)      11.58  (feet)  COMP
 DD1484  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 DD1484
 DD1484  VERT ORDER  -  FIRST     CLASS II
 DD1484
 DD1484.The horizontal coordinates were scaled from a topographic map and have
 DD1484.an estimated accuracy of +/- 6 seconds.
 DD1484
 DD1484.The orthometric height was determined by differential leveling
 DD1484.and adjusted by the National Geodetic Survey in September 2000..
 DD1484
 DD1484.The geoid height was determined by GEOID03.
 DD1484
 DD1484.The dynamic height is computed by dividing the NAVD 88
 DD1484.geopotential number by the normal gravity value computed on the
 DD1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1484.degrees latitude (g = 980.6199 gals.).
 DD1484
 DD1484.The modeled gravity was interpolated from observed gravity values.
 DD1484
 DD1484;                    North         East    Units  Estimated Accuracy
 DD1484;SPC SC       -   193,570.      792,630.      MT  (+/- 180 meters Scaled)
 DD1484
 DD1484                          SUPERSEDED SURVEY CONTROL
 DD1484
 DD1484  NAVD 88 (06/15/91)    3.532  (m)           11.59   (f) UNKNOWN     1 2
 DD1484  NGVD 29 (05/09/91)    3.851  (m)           12.63   (f) ADJUSTED    1 2
 DD1484
 DD1484.Superseded values are not recommended for survey control.
 DD1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1484.See file dsdata.txt to determine how the superseded data were derived.
 DD1484
 DD1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT830154(NAD 83)
 DD1484_MARKER: Z = SEE DESCRIPTION
 DD1484_SETTING: 0 = UNSPECIFIED SETTING
 DD1484_SP_SET: GALVANIZED STEEL PIPE
 DD1484_STAMPING: 7U-I3 1986
 DD1484_MARK LOGO: SCGS  
 DD1484_PROJECTION: PROJECTING 30 CENTIMETERS
 DD1484_MAGNETIC: P = MARKER IS A STEEL PIPE
 DD1484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1484+STABILITY: POSITION/ELEVATION WELL
 DD1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1484+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD1484_ROD/PIPE-DEPTH: 152  meters
 DD1484
 DD1484  HISTORY     - Date     Condition        Report By
 DD1484  HISTORY     - 1986     MONUMENTED       SCWRC
 DD1484  HISTORY     - 1986     GOOD             SCGS
 DD1484  HISTORY     - 19900430 GOOD             NGS
 DD1484  HISTORY     - 19940618 GOOD             USPSQD
 DD1484  HISTORY     - 19960411 GOOD             SCGS
 DD1484  HISTORY     - 20021122 GOOD             USPSQD
 DD1484  HISTORY     - 20040903 GOOD             USPSQD
 DD1484  HISTORY     - 20051112 GOOD             USPSQD
 DD1484  HISTORY     - 20051119 GOOD             USPSQD
 DD1484  HISTORY     - 20051128 GOOD             USPSQD
 DD1484
 DD1484                          STATION DESCRIPTION
 DD1484
 DD1484'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1484'IN MURRELLS INLET.
 DD1484'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1484'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 0.4 KM (0.25 MI)
 DD1484'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.1 KM (0.05 MI)
 DD1484'SOUTHEAST ALONG A SAND ROAD, SET NEAR THE NORTH CORNER OF A SMALL TWO
 DD1484'STORY TILE SIDED HOUSE, 0.1 KM (0.05 MI) NORTH OF A SEWER LIFT STATION
 DD1484'NUMBER 306, 13.85 METERS (45.44 FT) WEST SOUTHWEST OF A LONE 8 INCH
 DD1484'MAGNOLIA TREE, 9.4 METERS (30.84 FT) SOUTH SOUTHEAST OF THE CENTER OF
 DD1484'THE ROAD, 6.8 METERS (22.31 FT) EAST OF A LONE 30 INCH WATER OAK TREE,
 DD1484'1.75 METERS (5.74 FT) SOUTH SOUTHWEST OF THE EAST CORNER OF A 7.5 FOOT
 DD1484'BY 8 FOOT CONCRETE SLAB (SEPTIC TANK), 1.5 METERS (4.92 FT) WEST OF
 DD1484'THE NORTH CORNER OF THE HOUSE, ADD-THIS MARK IS A DISK WELDED TO THREE
 DD1484'INCH PIPE, DEPTH OF PIPE IS 500 FT.
 DD1484'THE MARK IS 0.60 M ABOVE GROUND.
 DD1484
 DD1484                          STATION RECOVERY (1990)
 DD1484
 DD1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1484'RECOVERED IN GOOD CONDITION.
 DD1484
 DD1484                          STATION RECOVERY (1994)
 DD1484
 DD1484'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1484'RECOVERED IN GOOD CONDITION.
 DD1484
 DD1484                          STATION RECOVERY (1996)
 DD1484
 DD1484'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1484'STATION IS LOCATED 20.0 MILES (32.2 KM) NORTHEAST OF GEORGETOWN, 1.1
 DD1484'MILES (1.8 KM) NORTH NORTHEAST OF MURRELLS INLET. OWNERSHIP--B.J.
 DD1484'WEBSTER. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17
 DD1484'BUSINESS AND STATE HIGHWAY 707 (SUNNYSIDE AVENUE), 1.6 MILES (2.6 KM)
 DD1484'NORTHEAST OF MURRELLS INLET, GO SOUTH ON HIGHWAY 17 BUSINESS FOR 0.25
 DD1484'MILE (0.40 KM) TO A SAND ROAD (WATERSIDE LANE) LEFT, TURN LEFT ON THE
 DD1484'SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A
 DD1484'TWO STORY TILE-SIDED HOUSE.  STATION IS A DISK WELDED TO A WATER WELL
 DD1484'PIPE RECESSED 1.0 FOOT (0.3 M) AND 0.5 FOOT (15.2 CM) ABOVE THE SAND
 DD1484'ROAD, 4.5 FEET (1.4 M) WEST OF THE NORTH CORNER OF TILE-SIDED HOUSE
 DD1484'(SMALL TWO STORY), 29.0 FEET (8.8 M) SOUTHEAST OF THE CENTER OF THE
 DD1484'SAND ROAD, 11.0 FEET (3.4 M) EAST SOUTHEAST OF THE WEST CORNER OF A
 DD1484'CONCRETE SLAB FOR A SEPTIC TANK, 22.4 FEET (6.8 M) EAST NORTHEAST OF A
 DD1484'4.0-FOOT WATER OAK TREE.
 DD1484
 DD1484                          STATION RECOVERY (2002)
 DD1484
 DD1484'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1484'RECOVERED IN GOOD CONDITION.
 DD1484
 DD1484                          STATION RECOVERY (2004)
 DD1484
 DD1484'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1484'RECOVERED IN GOOD CONDITION.
 DD1484
 DD1484                          STATION RECOVERY (2005)
 DD1484
 DD1484'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1484'RECOVERED IN GOOD CONDITION.
 DD1484
 DD1484                          STATION RECOVERY (2005)
 DD1484
 DD1484'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD1484'RECOVERED IN GOOD CONDITION.
 DD1484
 DD1484                          STATION RECOVERY (2005)
 DD1484
 DD1484'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0197 ***********************************************************************
 DD0197  DESIGNATION -  8
 DD0197  PID         -  DD0197
 DD0197  STATE/COUNTY-  SC/HORRY
 DD0197  USGS QUAD   -  CONWAY (1980)
 DD0197
 DD0197                         *CURRENT SURVEY CONTROL
 DD0197  ___________________________________________________________________
 DD0197* NAD 83(1986)-  33 47 32.     (N)    079 04 24.     (W)     SCALED    
 DD0197* NAVD 88     -         5.114  (meters)      16.78   (feet)  POSTED    
 DD0197  ___________________________________________________________________
 DD0197  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DD0197  DYNAMIC HT  -           5.110 (meters)      16.77  (feet)  COMP
 DD0197  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 DD0197
 DD0197  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DD0197
 DD0197.The horizontal coordinates were scaled from a topographic map and have
 DD0197.an estimated accuracy of +/- 6 seconds.
 DD0197
 DD0197.The orthometric height was determined by differential leveling
 DD0197.and adjusted by the National Geodetic Survey in 1992..
 DD0197.No vertical observational check was made to the station.
 DD0197.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DD0197.was located on a no-check spur therefore a value was not computed.
 DD0197
 DD0197.The geoid height was determined by GEOID03.
 DD0197
 DD0197.The dynamic height is computed by dividing the NAVD 88
 DD0197.geopotential number by the normal gravity value computed on the
 DD0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0197.degrees latitude (g = 980.6199 gals.).
 DD0197
 DD0197.The modeled gravity was interpolated from observed gravity values.
 DD0197
 DD0197;                    North         East    Units  Estimated Accuracy
 DD0197;SPC SC       -   218,900.      787,980.      MT  (+/- 180 meters Scaled)
 DD0197
 DD0197                          SUPERSEDED SURVEY CONTROL
 DD0197
 DD0197  NGVD 29 (??/??/92)    5.451  (m)           17.88   (f) ADJ UNCH    1 2
 DD0197
 DD0197.Superseded values are not recommended for survey control.
 DD0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0197.See file dsdata.txt to determine how the superseded data were derived.
 DD0197
 DD0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT783407(NAD 83)
 DD0197_MARKER: N = NAIL
 DD0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0197_SP_SET: TREE
 DD0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0197
 DD0197  HISTORY     - Date     Condition        Report By
 DD0197  HISTORY     - UNK      MONUMENTED       SCHD
 DD0197  HISTORY     - 1962     MARK NOT FOUND   NGS
 DD0197  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 DD0197
 DD0197                          STATION DESCRIPTION
 DD0197
 DD0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0197'4 MI S FROM CONWAY.
 DD0197'4.0 MILES SOUTH ALONG U.S. HIGHWAY 701 FROM THE INTERSECTION OF
 DD0197'MAIN STREET AND FOURTH AVENUE AT CONWAY, HORRY COUNTY, 89.5 FEET
 DD0197'EAST OF THE EAST EDGE OF THE HIGHWAY, IN THE SOUTHWEST ROOT OF A
 DD0197'12-INCH GUM TREE, AND WITNESSED BY A WOODEN ARROW PAINTED SCHD 8.
 DD0197
 DD0197                          STATION RECOVERY (2004)
 DD0197
 DD0197'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1480 ***********************************************************************
 DE1480  DESIGNATION -  8
 DE1480  PID         -  DE1480
 DE1480  STATE/COUNTY-  SC/BERKELEY
 DE1480  USGS QUAD   -  CROSS (1987)
 DE1480
 DE1480                         *CURRENT SURVEY CONTROL
 DE1480  ___________________________________________________________________
 DE1480* NAD 83(1986)-  33 16 45.     (N)    080 08 58.     (W)     SCALED    
 DE1480* NAVD 88     -        21.405  (meters)      70.23   (feet)  ADJUSTED  
 DE1480  ___________________________________________________________________
 DE1480  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DE1480  DYNAMIC HT  -          21.383 (meters)      70.15  (feet)  COMP
 DE1480  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 DE1480
 DE1480  VERT ORDER  -  FIRST     CLASS II
 DE1480
 DE1480.The horizontal coordinates were scaled from a topographic map and have
 DE1480.an estimated accuracy of +/- 6 seconds.
 DE1480
 DE1480.The orthometric height was determined by differential leveling
 DE1480.and adjusted by the National Geodetic Survey in June 1991..
 DE1480
 DE1480.The geoid height was determined by GEOID03.
 DE1480
 DE1480.The dynamic height is computed by dividing the NAVD 88
 DE1480.geopotential number by the normal gravity value computed on the
 DE1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1480.degrees latitude (g = 980.6199 gals.).
 DE1480
 DE1480.The modeled gravity was interpolated from observed gravity values.
 DE1480
 DE1480;                    North         East    Units  Estimated Accuracy
 DE1480;SPC SC       -   160,670.      688,820.      MT  (+/- 180 meters Scaled)
 DE1480
 DE1480                          SUPERSEDED SURVEY CONTROL
 DE1480
 DE1480  NGVD 29 (03/21/89)   21.703  (m)           71.20   (f) ADJUSTED    1 2
 DE1480
 DE1480.Superseded values are not recommended for survey control.
 DE1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1480.See file dsdata.txt to determine how the superseded data were derived.
 DE1480
 DE1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS792825(NAD 83)
 DE1480_MARKER: DD = SURVEY DISK
 DE1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1480_SP_SET: CONCRETE POST
 DE1480_STAMPING: 1977 - NO. 8
 DE1480_MARK LOGO: SCSC  
 DE1480_PROJECTION: RECESSED 5 CENTIMETERS
 DE1480_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1480+STABILITY: SURFACE MOTION
 DE1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1480+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1995
 DE1480
 DE1480  HISTORY     - Date     Condition        Report By
 DE1480  HISTORY     - 1977     MONUMENTED       SCSC
 DE1480  HISTORY     - 1985     GOOD             SCGS
 DE1480  HISTORY     - 19950228 GOOD             SCGS
 DE1480
 DE1480                          STATION DESCRIPTION
 DE1480
 DE1480'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1480'5.6 KM (3.5 MI) SOUTH FROM CROSS.
 DE1480'6.4 KILOMETERS (4.0 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1480'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, THENCE 1.9
 DE1480'KILOMETERS (1.2 MILES) EASTERLY ALONG STATE HIGHWAY 6, SET NEAR A
 DE1480'30-INCH CHESTNUT TREE BETWEEN A ONE-STORY BRICK HOUSE ON THE EAST SIDE
 DE1480'OF THE MT. OLIVE BAPTIST CHURCH, 45.2 METERS (148.3 FEET) NORTHEAST OF
 DE1480'THE NORTHEAST CORNER OF THE CHURCH, 44.56 METERS (146.2 FEET)
 DE1480'NORTHWEST OF THE NORTHEAST CORNER OF THE BRICK HOUSE, 8.47 METERS
 DE1480'(27.8 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DE1480'6.71 METERS (22.0 FEET) NORTH OF THE 30-INCH CHESTNUT TREE,
 DE1480'16.28 METERS (53.4 FEET) WEST OF THE APPROXIMATE CENTER OF A DRIVE
 DE1480'LEADING TO THE BRICK HOUSE.
 DE1480'THE MARK IS 0.20 METERS  NNE FROM A WITNESS POST.
 DE1480'THE MARK IS 0.30 M BELOW HIGHWAY.
 DE1480
 DE1480                          STATION RECOVERY (1995)
 DE1480
 DE1480'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DE1480'STATION IS LOCATED 9.8 MILES (15.8 KM) NORTHWEST OF MONCKS CORNER,
 DE1480'15.8 MILES (25.4 KM) SOUTHWEST OF ST.  STEPHEN.  OWNERSHIP--SCDOT,
 DE1480'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DE1480'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE1480'HIGHWAYS 6, 311 AND STATE ROAD 135 (MUDVILLE ROAD) , 10.45 MILES
 DE1480'(16.82 KM) NORTHWEST OF MONCKS CORNER, GO EAST SOUTHEAST ON HIGHWAY 6
 DE1480'FOR 1.2 MILES (1.9 KM) TO THE STATION ON THE RIGHT NEAR A TELEPHONE
 DE1480'JUNCTION BOX BETWEEN A BRICK CHURCH (MOUNT OLIVET CHURCH) AND A BRICK
 DE1480'HOUSE NUMBER 2465.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0
 DE1480'CM) AND LEVEL WITH THE HIGHWAY, 27.5 FEET (8.4 M) SOUTH SOUTHWEST OF
 DE1480'THE CENTER OF THE HIGHWAY, 52.5 FEET (16.0 M) WEST NORTHWEST OF A SAND
 DE1480'TRACK DRIVE TO THE BRICK HOUSE, 95.5 FEET (29.1 M) NORTH OF THE
 DE1480'NORTHWEST CORNER OF THE BRICK HOUSE, 147.8 FEET (45.0 M) EAST
 DE1480'NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN PART OF THE CHURCH, 34.0
 DE1480'FEET (10.4 M) EAST NORTHEAST OF A WITNESS POST BESIDE A TELEPHONE
 DE1480'JUNCTION BOX CCC8.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9317 ***********************************************************************
 AA9317  HT_MOD      -  This is a Height Modernization Survey Station.
 AA9317  DESIGNATION -  8 067 AZ MK RESET
 AA9317  PID         -  AA9317
 AA9317  STATE/COUNTY-  SC/BERKELEY
 AA9317  USGS QUAD   -  LADSON (1979)
 AA9317
 AA9317                         *CURRENT SURVEY CONTROL
 AA9317  ___________________________________________________________________
 AA9317* NAD 83(2001)-  32 55 53.14833(N)    080 01 43.61596(W)     ADJUSTED  
 AA9317* NAVD 88     -        11.66   (meters)      38.3    (feet)  GPS OBS   
 AA9317  ___________________________________________________________________
 AA9317  X           -     927,859.176 (meters)                     COMP
 AA9317  Y           -  -5,277,652.680 (meters)                     COMP
 AA9317  Z           -   3,447,566.851 (meters)                     COMP
 AA9317  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AA9317  ELLIP HEIGHT-         -21.16  (meters)          (10/01/04) GPS OBS
 AA9317  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AA9317
 AA9317  HORZ ORDER  -  FIRST
 AA9317  ELLP ORDER  -  FOURTH    CLASS I
 AA9317
 AA9317.The horizontal coordinates were established by GPS observations
 AA9317.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 AA9317
 AA9317.The orthometric height was determined by GPS observations and a
 AA9317.high-resolution geoid model using precise GPS observation and
 AA9317.processing techniques.
 AA9317
 AA9317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9317
 AA9317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9317
 AA9317.The ellipsoidal height was determined by GPS observations
 AA9317.and is referenced to NAD 83.
 AA9317
 AA9317.The geoid height was determined by GEOID03.
 AA9317
 AA9317;                    North         East     Units Scale Factor Converg.
 AA9317;SPC SC       -   122,205.711   700,420.963   MT  0.99987596   +0 32 18.4
 AA9317;SPC SC       -   400,937.37  2,297,969.04   iFT  0.99987596   +0 32 18.4
 AA9317;UTM  17      - 3,644,103.706   590,799.026   MT  0.99970165   +0 31 40.9
 AA9317
 AA9317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9317!SPC SC       -   1.00000332  x   0.99987596  =   0.99987928
 AA9317!UTM  17      -   1.00000332  x   0.99970165  =   0.99970497
 AA9317
 AA9317|---------------------------------------------------------------------|
 AA9317| PID    Reference Object                     Distance      Geod. Az  |
 AA9317|                                                           dddmmss.s |
 AA9317| AB3279 TECH C                              294.736 METERS 18714     |
 AA9317|---------------------------------------------------------------------|
 AA9317
 AA9317                          SUPERSEDED SURVEY CONTROL
 AA9317
 AA9317  NAD 83(2001)-  32 55 53.14822(N)    080 01 43.61643(W) AD(       ) 1
 AA9317  ELLIP H (03/13/03)  -21.19   (m)                       GP(       ) 4 2
 AA9317  NAD 83(1995)-  32 55 53.14842(N)    080 01 43.61701(W) AD(       ) 1
 AA9317  ELLIP H (12/20/99)  -21.18   (m)                       GP(       ) 4 1
 AA9317  NAD 83(1986)-  32 55 53.15853(N)    080 01 43.62064(W) AD(       ) 1
 AA9317
 AA9317.Superseded values are not recommended for survey control.
 AA9317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9317.See file dsdata.txt to determine how the superseded data were derived.
 AA9317
 AA9317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9079944104(NAD 83)
 AA9317_MARKER: DD = SURVEY DISK
 AA9317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9317_SP_SET: CONCRETE POST
 AA9317_STAMPING: AZ MK 8 067 1983 1994
 AA9317_MARK LOGO: SCGS  
 AA9317_PROJECTION: RECESSED 15 CENTIMETERS
 AA9317_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9317+STABILITY: SURFACE MOTION
 AA9317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9317+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2003
 AA9317
 AA9317  HISTORY     - Date     Condition        Report By
 AA9317  HISTORY     - 1994     MONUMENTED       SCGS
 AA9317  HISTORY     - 19940606 GOOD             SCGS
 AA9317  HISTORY     - 19950301 GOOD             SCGS
 AA9317  HISTORY     - 20031107 GOOD             SCGS
 AA9317
 AA9317                          STATION DESCRIPTION
 AA9317
 AA9317'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA9317'ORIGINAL SURFACE MARK NOT RECOVERED, SURFACE MARK POST WAS FOUND
 AA9317'UPROOTED WITH DISK MISSING, UNDERGROUND MARK WAS FOUND AND A NEW
 AA9317'SURFACE MARK WAS SET DIRECTLY ABOVE.  6/8/94 RECOVERY BY D.D. WOODS. A
 AA9317'NEW DESCRIPTION FOLLOWS-- STATION 6.1 MILES (9.8 KM) NORTHWEST OF
 AA9317'NORTH CHARLESTON, 4.45 MILES (7.16 KM) SOUTH OF GOOSE CREEK.
 AA9317'OWNERSHIP--RAILROAD RIGHT OF WAY. TO REACH THE STATION FROM THE
 AA9317'JUNCTION OVERPASS OF STATE ROAD 1342 (AVIATION AVENUE, EXIT 211) AND
 AA9317'INTERSTATE 26, 4.3 MILES (6.9 KM) NORTHWEST OF NORTH CHARLESTON, GO
 AA9317'EAST NORTHEAST ON AVIATION AVENUE FOR 0.2 MILE (0.3 KM) TO THE
 AA9317'JUNCTION OF U.S.  HIGHWAYS 78 AND 52 (RIVERS AVENUE), TURN LEFT ON
 AA9317'HIGHWAYS 78 AND 52 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF HANAHAN
 AA9317'ROAD, TURN RIGHT ON HANAHAN ROAD FOR 0.4 MILE (0.6 KM) TO A RAILROAD
 AA9317'CROSSING AND THE JUNCTION OF STATE ROAD 1092 (RAILROAD AVENUE), TURN
 AA9317'LEFT ON ROAD 1092 FOR 0.95 MILE (1.53 KM) TO THE STATION ON THE LEFT
 AA9317'IN THE SOUTH ANGLE OF THE RAILROAD TRACKS CROSSING MAYBELINE ROAD.
 AA9317'STATION IS A CONCRETE POST RECESSED 0.4 FOOT (12.2 CM) AND 1.0 FOOT
 AA9317'(0.3 M) BELOW MAYBELINE ROAD, 21.0 FEET (6.4 M) SOUTH SOUTHEAST OF THE
 AA9317'CENTER OF MAYBELINE ROAD, 20.5 FEET (6.2 M) WEST SOUTHWEST OF THE WEST
 AA9317'RAIL OF THE WEST SET OF RAILROAD TRACKS, 27.4 FEET (8.4 M) NORTHWEST
 AA9317'OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF A RAILROAD SIGNAL FOR
 AA9317'THE TRAIN, 54.0 FEET (16.5 M) SOUTHEAST OF A 0.5-FOOT GAS VENT PIPE
 AA9317'PROJECTING 4.0 FEET, (1.2 M) 18.8 FEET (5.7 M) EAST OF A STEEL SIGN
 AA9317'POST WITH SIGN (HANAHAN CITY LIMITS).  NOTE--STATION WAS SET DIRECTLY
 AA9317'ABOVE THE UNDERGROUND MARK FOR 8 067 AZ MK.  DESCRIBED BY D.D. WOODS.
 AA9317
 AA9317                          STATION RECOVERY (1994)
 AA9317
 AA9317'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW)
 AA9317'RECOVERED AS DESCRIBED.
 AA9317
 AA9317                          STATION RECOVERY (1995)
 AA9317
 AA9317'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AA9317'RECOVERED AS DESCRIBED.
 AA9317
 AA9317                          STATION RECOVERY (2003)
 AA9317
 AA9317'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AA9317'STATION IS LOCATED 1.0 MILE NORTH NORTHWEST OF HANAHAN, 18.2 MILES
 AA9317'SOUTH OF MONCKS  CORNER. OWNERSHIP--SCDOT, DIRECTOR OF
 AA9317'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 AA9317'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 AA9317'INTERSTATE 26 (EXIT 209) AND STATE  ROAD 75 (ASHLEY PHOSPHATE ROAD),
 AA9317'4.3 MILES SOUTH SOUTHWEST OF GOOSE CREEK, GO EAST  NORTHEAST ON ROAD
 AA9317'75 FOR 0.5 MILE TO THE JUNCTION OF U.S. HIGHWAYS 52 AND 78 (RIVERS
 AA9317'AVENUE), TURN RIGHT ON HIGHWAYS 52 AND 78 FOR 0.6 MILE TO A PAVED ROAD
 AA9317'LEFT (MABELINE  ROAD), TURN LEFT ON ROAD MABELINE ROAD FOR 0.4 MILE TO
 AA9317'THE STATION ON THE RIGHT  IN THE SOUTH ANGLE OF A RAILROAD CROSSING.
 AA9317'STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND 0.5 FOOT BELOW THE
 AA9317'ROAD, 20.6  FEET SOUTH SOUTHEAST OF THE CENTER OF MABELINE ROAD, 20.2
 AA9317'FEET WEST SOUTHWEST OF THE  WEST RAIL OF THE TRACKS,7.5 FEET WEST
 AA9317'SOUTHWEST OF THE WEST EDGE OF A CONCRETE  FOOTING AT THE RAILROAD
 AA9317'CROSSING GATE, 19.5 FEET EAST OF A CONCRETE SOUTH CAROLINA  ELECTRIC
 AA9317'AND GAS PIPELINE WARNING POST PROJECTING 4-FEET. NOTE-STATION IS
 AA9317'INTERVISIBLE WITH SURVEY STATION 8 067 RESET. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6283 ***********************************************************************
 CK6283  HT_MOD      -  This is a Height Modernization Survey Station.
 CK6283  DESIGNATION -  8 067 RESET
 CK6283  PID         -  CK6283
 CK6283  STATE/COUNTY-  SC/BERKELEY
 CK6283  USGS QUAD   -  LADSON (1979)
 CK6283
 CK6283                         *CURRENT SURVEY CONTROL
 CK6283  ___________________________________________________________________
 CK6283* NAD 83(2001)-  32 55 06.85596(N)    080 01 17.93731(W)     ADJUSTED  
 CK6283* NAVD 88     -        10.72   (meters)      35.2    (feet)  GPS OBS   
 CK6283  ___________________________________________________________________
 CK6283  X           -     928,650.377 (meters)                     COMP
 CK6283  Y           -  -5,278,299.749 (meters)                     COMP
 CK6283  Z           -   3,446,369.287 (meters)                     COMP
 CK6283  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 CK6283  ELLIP HEIGHT-         -22.12  (meters)          (10/01/04) GPS OBS
 CK6283  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 CK6283
 CK6283  HORZ ORDER  -  FIRST
 CK6283  ELLP ORDER  -  FOURTH    CLASS I
 CK6283
 CK6283.The horizontal coordinates were established by GPS observations
 CK6283.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 CK6283
 CK6283.The orthometric height was determined by GPS observations and a
 CK6283.high-resolution geoid model using precise GPS observation and
 CK6283.processing techniques.
 CK6283
 CK6283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6283
 CK6283.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6283
 CK6283.The ellipsoidal height was determined by GPS observations
 CK6283.and is referenced to NAD 83.
 CK6283
 CK6283.The geoid height was determined by GEOID03.
 CK6283
 CK6283;                    North         East     Units Scale Factor Converg.
 CK6283;SPC SC       -   120,786.139   701,101.462   MT  0.99987885   +0 32 32.6
 CK6283;SPC SC       -   396,279.98  2,300,201.65   iFT  0.99987885   +0 32 32.6
 CK6283;UTM  17      - 3,642,684.257   591,479.145   MT  0.99970318   +0 31 54.2
 CK6283
 CK6283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6283!SPC SC       -   1.00000347  x   0.99987885  =   0.99988232
 CK6283!UTM  17      -   1.00000347  x   0.99970318  =   0.99970665
 CK6283
 CK6283                          SUPERSEDED SURVEY CONTROL
 CK6283
 CK6283  NAD 83(2001)-  32 55 06.85562(N)    080 01 17.93735(W) AD(       ) 1
 CK6283  ELLIP H (03/13/03)  -22.13   (m)                       GP(       ) 4 1
 CK6283  NAD 83(1995)-  32 55 06.85591(N)    080 01 17.93804(W) AD(       ) 1
 CK6283  ELLIP H (12/20/99)  -22.13   (m)                       GP(       ) 4 1
 CK6283  NAD 83(1986)-  32 55 06.86594(N)    080 01 17.94189(W) AD(       ) 1
 CK6283  NAD 83(1986)-  32 55 06.86478(N)    080 01 17.94133(W) AD(       ) 2
 CK6283  NGVD 29 (07/14/89)   11.4    (m)           37.     (f) VERT ANG       
 CK6283
 CK6283.Superseded values are not recommended for survey control.
 CK6283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6283.See file dsdata.txt to determine how the superseded data were derived.
 CK6283
 CK6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9147942684(NAD 83)
 CK6283_MARKER: DD = SURVEY DISK
 CK6283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6283_SP_SET: CONCRETE POST
 CK6283_STAMPING: HORZ 8 067 1983 1991
 CK6283_MARK LOGO: SCGS  
 CK6283_PROJECTION: RECESSED 15 CENTIMETERS
 CK6283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6283+STABILITY: SURFACE MOTION
 CK6283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6283+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 CK6283
 CK6283  HISTORY     - Date     Condition        Report By
 CK6283  HISTORY     - 1991     MONUMENTED       SCGS
 CK6283  HISTORY     - 19950301 GOOD             SCGS
 CK6283  HISTORY     - 20031104 GOOD             SCGS
 CK6283
 CK6283                          STATION DESCRIPTION
 CK6283
 CK6283'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW)
 CK6283'STATION IS LOCATED IN NORTH CHARLESTON (HANAHAN AREA).
 CK6283'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 CK6283'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 CK6283'JUNCTION OVERPASS OF STATE ROAD 1342 (AVIATION AVENUE, EXIT 211) AND
 CK6283'INTERSTATE 26 (4.3 MILES NORTHWEST OF NORTH CHARLESTON), GO EAST
 CK6283'NORTHEAST ON ROAD 1342 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF U.S.
 CK6283'HIGHWAYS 78 AND 52 (RIVERS AVENUE), TURN LEFT ON HIGHWAY 52 FOR 0.75
 CK6283'MILE (1.21 KM) TO THE JUNCTION OF HANAHAN ROAD, TURN RIGHT ON HANAHAN
 CK6283'ROAD FOR 0.4 MILE (0.6 KM) TO A RAILROAD CROSSING, THE JUNCTION OF
 CK6283'STATE ROAD 1092 (RAILROAD AVENUE) AND THE STATION ON THE RIGHT, NEAR A
 CK6283'SIGNAL CONTROL BOX FOR THE RAILROAD.  STATION IS A CONCRETE POST
 CK6283'PROJECTING 1-INCH AND LEVEL WITH THE ROAD, 27.3 FEET (8.3 M) EAST OF
 CK6283'THE EAST RAIL OF THE TRACKS, 33.8 FEET (10.3 M) SOUTH OF THE CENTER OF
 CK6283'HANAHAN ROAD, 47.2 FEET (14.4 M) WEST OF THE EXTENDED CENTER OF STATE
 CK6283'ROAD 1092, 10.4 FEET (3.2 M) NORTH NORTHWEST OF THE NORTHWEST CORNER
 CK6283'OF THE CONTROL BOX, 4.2 FEET (1.3 M) WEST NORTHWEST OF A POWER POLE
 CK6283'631979J (SUPPLIES POWER TO THE CONTROL BOX), 3.7 FEET (1.1 M) WEST
 CK6283'NORTHWEST OF A WITNESS POST.  RECOVERED BY J.R. WERNER.
 CK6283
 CK6283                          STATION RECOVERY (1995)
 CK6283
 CK6283'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK6283'RECOVERED AS DESCRIBED.
 CK6283
 CK6283                          STATION RECOVERY (2003)
 CK6283
 CK6283'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK6283'STATION IS LOCATED IN HANAHAN, 19.05 MILES SOUTH OF MONCKS CORNER.
 CK6283'OWNERSHIP--SCDOT,  DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK6283'COLUMBIA, SC 29202,  PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK6283'JUNCTION OVERPASS OF INTERSTATE 26 (EXIT 209) AND STATE  ROAD 75
 CK6283'(ASHLEY PHOSPHATE ROAD), 4.3 MILES SOUTH SOUTHWEST OF GOOSE CREEK, GO
 CK6283'EAST  NORTHEAST ON ROAD 75 FOR 0.5 MILE TO THE JUNCTION OF U.S.
 CK6283'HIGHWAYS 52 AND 78 (RIVERS  AVENUE), TURN RIGHT ON HIGHWAYS 52 AND 78
 CK6283'FOR 0.6 MILE TO A PAVED ROAD LEFT (MABELINE  ROAD), TURN LEFT ON ROAD
 CK6283'MABELINE ROAD FOR 0.45 MILE TO THE JUNCTION OF STATE ROAD 1092
 CK6283'(RAILROAD AVENUE) AT A RAILROAD CROSSING, TURN RIGHT ON ROAD 1092 FOR
 CK6283'1.0 MILE TO THE  STATION AHEAD NEAR A RAILROAD CONTROL BOX IN THE
 CK6283'SOUTH ANGLE OF A RAILROAD CROSSING  AND STATE ROAD 405 (HANAHAN ROAD)
 CK6283'RIGHT. STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND 0.5 FOOT BELOW
 CK6283'THE TRACKS, 30.0 FEET  SOUTH OF THE CENTER OF ROAD 405, 27.3 FEET EAST
 CK6283'NORTHEAST OF THE EAST RAIL OF THE TRACKS,  10.2 FEET NORTH NORTHWEST
 CK6283'OF THE NORTHWEST CORNER OF THE CONTROL BOX, 45.2 FEET WEST  NORTHWEST
 CK6283'OF A POWER LINE STUB POLE WITH AN ELECTRICAL METER AND METAL BOX
 CK6283'ATTACHED. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 8 067 AZ MK
 CK6283'RESET. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0523 ***********************************************************************
 CJ0523  DESIGNATION -  8 068
 CJ0523  PID         -  CJ0523
 CJ0523  STATE/COUNTY-  SC/BERKELEY
 CJ0523  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0523
 CJ0523                         *CURRENT SURVEY CONTROL
 CJ0523  ___________________________________________________________________
 CJ0523* NAD 83(2001)-  32 52 54.22505(N)    079 55 50.28726(W)     ADJUSTED  
 CJ0523* NAVD 88     -         1.736  (meters)       5.70   (feet)  ADJUSTED  
 CJ0523  ___________________________________________________________________
 CJ0523  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 CJ0523  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CJ0523  DYNAMIC HT  -           1.734 (meters)       5.69  (feet)  COMP
 CJ0523  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CJ0523
 CJ0523  HORZ ORDER  -  SECOND
 CJ0523  VERT ORDER  -  FIRST     CLASS II
 CJ0523
 CJ0523.The horizontal coordinates were established by classical geodetic methods
 CJ0523.and adjusted by the National Geodetic Survey in March 2004..
 CJ0523
 CJ0523.The orthometric height was determined by differential leveling
 CJ0523.and adjusted by the National Geodetic Survey in June 1991..
 CJ0523
 CJ0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0523
 CJ0523.The geoid height was determined by GEOID03.
 CJ0523
 CJ0523.The dynamic height is computed by dividing the NAVD 88
 CJ0523.geopotential number by the normal gravity value computed on the
 CJ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0523.degrees latitude (g = 980.6199 gals.).
 CJ0523
 CJ0523.The modeled gravity was interpolated from observed gravity values.
 CJ0523
 CJ0523;                    North         East     Units Scale Factor Converg.
 CJ0523;SPC SC       -   116,785.298   709,655.631   MT  0.99988740   +0 35 34.3
 CJ0523;SPC SC       -   383,153.86  2,328,266.51   iFT  0.99988740   +0 35 34.3
 CJ0523;UTM  17      - 3,638,682.386   600,031.060   MT  0.99972338   +0 34 50.2
 CJ0523
 CJ0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0523!SPC SC       -   1.00000492  x   0.99988740  =   0.99989232
 CJ0523!UTM  17      -   1.00000492  x   0.99972338  =   0.99972830
 CJ0523
 CJ0523                          SUPERSEDED SURVEY CONTROL
 CJ0523
 CJ0523  NAD 83(1986)-  32 52 54.23524(N)    079 55 50.29226(W) AD(       ) 2
 CJ0523  NGVD 29 (03/21/89)    2.036  (m)            6.68   (f) ADJUSTED    1 2
 CJ0523
 CJ0523.Superseded values are not recommended for survey control.
 CJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0523.See file dsdata.txt to determine how the superseded data were derived.
 CJ0523
 CJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0003138682(NAD 83)
 CJ0523_MARKER: DH = HORIZONTAL CONTROL DISK
 CJ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0523_SP_SET: CONCRETE POST
 CJ0523_STAMPING: HORZ 8 068 1983
 CJ0523_MARK LOGO: SCGS  
 CJ0523_PROJECTION: FLUSH
 CJ0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0523+STABILITY: SURFACE MOTION
 CJ0523
 CJ0523  HISTORY     - Date     Condition        Report By
 CJ0523  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0523  HISTORY     - 1985     GOOD             SCGS
 CJ0523  HISTORY     - 19910424 MARK NOT FOUND   SCGS
 CJ0523
 CJ0523                          STATION DESCRIPTION
 CJ0523
 CJ0523'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0523'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) SOUTHWEST
 CJ0523'OF WANDO, 9.9 KM (6.2 MI) NORTHWEST OF MOUNT PLEASANT AND
 CJ0523'11.2 KM (7.0 MI) SOUTHWEST OF CAINHOY ON ROAD RIGHT OF WAY.
 CJ0523'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CJ0523'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST ROAD,
 CJ0523'COLUMBIA SC 29210. PHONE 803-758-6434
 CJ0523'
 CJ0523'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD S-8-33 AND
 CJ0523'STATE HIGHWAY 41 IN WANDO, GO NORTHEAST AND THEN SOUTHEAST
 CJ0523'ALONG COUNTY ROAD S-8-33 FOR 12.7 KM (8.0 MI) TO A SMALL
 CJ0523'BRIDGE OVER A MARSH INLET, CONTINUE AHEAD FOR 0.2 KM (0.1 MI)
 CJ0523'TO THE STATION ON THE RIGHT.
 CJ0523'
 CJ0523'THE STATION IS A STANDARD SCGS DISK
 CJ0523'STAMPED---HORZ 8 068 1983---,
 CJ0523'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CJ0523'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0523'26.26 METERS (96.0 FT) SOUTH FROM POWER POLE 43303,
 CJ0523'4.4 METERS (15.1 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 CJ0523'OF COUNTY ROAD 33,
 CJ0523'4.4 METERS (14.43 FT) EAST FROM A 15 INCH PINE TREE AND 1.1
 CJ0523'METERS (3.6 FEET) EAST SOUTHEAST FROM A METAL WITNESS POST.
 CJ0523'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0523'STAMPED---HORZ 8 068 1983---,
 CJ0523'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CJ0523'
 CJ0523'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.64 METERS.
 CJ0523'
 CJ0523'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CJ0523
 CJ0523                          STATION RECOVERY (1985)
 CJ0523
 CJ0523'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0523'11.4 KM (7.1 MI) SW FROM CAINHOY.
 CJ0523'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CJ0523'11.35 KILOMETERS (7.05 MILES) SOUTHWESTERLY ALONG COUNTY S-8-33 FROM
 CJ0523'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, SET ON THE RIGHT
 CJ0523'SIDE OF THE ROAD NEAR AN 18-INCH BLAZED PINE TREE, 0.2 KILOMETER (0.1
 CJ0523'MILE) SOUTH-SOUTHWEST OF A SMALL BRIDGE CROSSING A SWAMP AREA,
 CJ0523'42.06 METERS (138.0 FEET) NORTHEAST OF POWER POLE NUMBER 0309521,
 CJ0523'29.72 METERS (97.5 FEET) SOUTH OF POWER POLE NUMBER 0309520,
 CJ0523'4.57 METERS (15.0 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE COUNTY
 CJ0523'ROAD, 4.24 METERS (13.9 FEET) EAST OF THE 18-INCH BLAZED PINE TREE.
 CJ0523
 CJ0523                          STATION RECOVERY (1991)
 CJ0523
 CJ0523'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0523'NOT RECOVERED, MEASUREMENTS AND TO REACH LED TO AN AREA CHANGED BY THE
 CJ0523'MARK CLARK EXPRESSWAY.
 CJ0523'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0524 ***********************************************************************
 CJ0524  DESIGNATION -  8 068 AZ MK
 CJ0524  PID         -  CJ0524
 CJ0524  STATE/COUNTY-  SC/BERKELEY
 CJ0524  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0524
 CJ0524                         *CURRENT SURVEY CONTROL
 CJ0524  ___________________________________________________________________
 CJ0524* NAD 83(2001)-  32 52 40.98151(N)    079 55 54.47512(W)     ADJUSTED  
 CJ0524* NAVD 88     -         1.756  (meters)       5.76   (feet)  ADJUSTED  
 CJ0524  ___________________________________________________________________
 CJ0524  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 CJ0524  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CJ0524  DYNAMIC HT  -           1.755 (meters)       5.76  (feet)  COMP
 CJ0524  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CJ0524
 CJ0524  HORZ ORDER  -  SECOND
 CJ0524  VERT ORDER  -  FIRST     CLASS II
 CJ0524
 CJ0524.The horizontal coordinates were established by classical geodetic methods
 CJ0524.and adjusted by the National Geodetic Survey in March 2004..
 CJ0524
 CJ0524.The orthometric height was determined by differential leveling
 CJ0524.and adjusted by the National Geodetic Survey in June 1991..
 CJ0524
 CJ0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0524
 CJ0524.The geoid height was determined by GEOID03.
 CJ0524
 CJ0524.The dynamic height is computed by dividing the NAVD 88
 CJ0524.geopotential number by the normal gravity value computed on the
 CJ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0524.degrees latitude (g = 980.6199 gals.).
 CJ0524
 CJ0524.The modeled gravity was interpolated from observed gravity values.
 CJ0524
 CJ0524;                    North         East     Units Scale Factor Converg.
 CJ0524;SPC SC       -   116,376.256   709,551.007   MT  0.99988828   +0 35 32.0
 CJ0524;SPC SC       -   381,811.86  2,327,923.25   iFT  0.99988828   +0 35 32.0
 CJ0524;UTM  17      - 3,638,273.434   599,926.366   MT  0.99972312   +0 34 47.7
 CJ0524
 CJ0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0524!SPC SC       -   1.00000492  x   0.99988828  =   0.99989320
 CJ0524!UTM  17      -   1.00000492  x   0.99972312  =   0.99972804
 CJ0524
 CJ0524                          SUPERSEDED SURVEY CONTROL
 CJ0524
 CJ0524  NAD 83(1986)-  32 52 40.99170(N)    079 55 54.48010(W) AD(       ) 2
 CJ0524  NGVD 29 (03/21/89)    2.057  (m)            6.75   (f) ADJUSTED    1 2
 CJ0524
 CJ0524.Superseded values are not recommended for survey control.
 CJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0524.See file dsdata.txt to determine how the superseded data were derived.
 CJ0524
 CJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9992638273(NAD 83)
 CJ0524_MARKER: DZ = AZIMUTH MARK DISK
 CJ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0524_SP_SET: CONCRETE POST
 CJ0524_STAMPING: AZ MK 8 068 1983
 CJ0524_MARK LOGO: SCGS  
 CJ0524_PROJECTION: RECESSED 3 CENTIMETERS
 CJ0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0524+STABILITY: SURFACE MOTION
 CJ0524
 CJ0524  HISTORY     - Date     Condition        Report By
 CJ0524  HISTORY     - 1983     MONUMENTED       SCGS
 CJ0524  HISTORY     - 1985     GOOD             SCGS
 CJ0524  HISTORY     - 19910424 MARK NOT FOUND   SCGS
 CJ0524
 CJ0524                          STATION DESCRIPTION
 CJ0524
 CJ0524'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 (DDW)
 CJ0524'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) SOUTHWEST
 CJ0524'OF WANDO, 9.9 KM (6.2 MI) NORTHWEST OF MOUNT PLEASANT AND
 CJ0524'11.2 KM (7.0 MI) SOUTHWEST OF CAINHOY ON ROAD RIGHT OF WAY.
 CJ0524'OWNERSHIP--SC DEPT OF HIGHWAYS AND PUBLIC TRANSP, FERRELL J
 CJ0524'PROSSER, DIRECTOR SC GEODETIC SURVEY, HARBISON FOREST ROAD,
 CJ0524'COLUMBIA SC 29210, PHONE 803-758-6434.
 CJ0524'
 CJ0524'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD S-8-33
 CJ0524'AND STATE HIGHWAY 41 IN THE COMMUNITY OF WANDO, GO
 CJ0524'NORTHEAST AND THEN SOUTHEAST ALONG COUNTY ROAD 33 FOR 12.7 KM
 CJ0524'(8.0 MI) TO A SMALL BRIDGE OVER A MARSH INLET, CONTINUE
 CJ0524'AHEAD FOR 0.2 KM (0.1 MI) TO 8 068 SCGS 0N THE RIGHT, CONTINUE
 CJ0524'AHEAD FOR 0.35 KM (0.25 MI) TO THE STATION ON THE RIGHT
 CJ0524'
 CJ0524'THE STATION IS A STANDARD SCGS DISK
 CJ0524'STAMPED---AZ MK 8 068 1983---,
 CJ0524'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CJ0524'FLUSH WITH GROUND.  IT IS LOCATED
 CJ0524'37.79 METERS (124 FT) SOUTH FROM POWER POLE NUMBER 41782,
 CJ0524'17.8 METERS (58.4 FT) NORTHEAST FROM A LONE 24 INCH PINE TREE ON
 CJ0524'THE OPPOSITE SIDE OF THE ROAD,
 CJ0524'5.1 METERS (16.73 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 CJ0524'OF S-8-33 AND 0.88 METERS (2.88 FT) EAST SOUTHEAST OF A METAL
 CJ0524'WITNESS POST.
 CJ0524'THE UNDERGROUND MARK IS A STANDARD SCGS DISK
 CJ0524'STAMPED---AZ MK 8 068 1983---,
 CJ0524'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CJ0524'
 CJ0524'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.41 METERS.
 CJ0524
 CJ0524                          STATION RECOVERY (1985)
 CJ0524
 CJ0524'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0524'11.9 KM (7.4 MI) SW FROM CAINHOY.
 CJ0524'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CJ0524'11.8 KILOMETERS (7.35 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33
 CJ0524'FROM THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, SET ON THE
 CJ0524'RIGHT SIDE OF THE ROAD ON THE SHOULDER ACROSS FROM A 28-INCH BLAZED
 CJ0524'PINE TREE, 52.43 METERS (172 FEET) EAST-NORTHEAST OF POWER POLE NUMBER
 CJ0524'0309526, 31.39 METERS (103.0 FEET) EAST-SOUTHEAST OF A CLUSTER OF FIVE
 CJ0524'6-INCH OAK TREES, 37.49 METERS (123.0 FEET) SOUTH OF POWER POLE NUMBER
 CJ0524'0309525, 17.68 METERS (58.0 FEET) WEST-SOUTHWEST OF THE BLAZED PINE
 CJ0524'TREE, 5.18 METERS (17.0 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE
 CJ0524'COUNTY ROAD.
 CJ0524'THE MARK IS 1.0 METERS  ESE FROM A WITNESS POST.
 CJ0524
 CJ0524                          STATION RECOVERY (1991)
 CJ0524
 CJ0524'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0524'NOT RECOVERED, MEASUREMENTS AND TO REACH LED TO AN AREA CHANGED BY THE
 CJ0524'MARK CLARK EXPRESSWAY.
 CJ0524'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0507 ***********************************************************************
 CJ0507  DESIGNATION -  8 070
 CJ0507  PID         -  CJ0507
 CJ0507  STATE/COUNTY-  SC/BERKELEY
 CJ0507  USGS QUAD   -  CAINHOY (1971)
 CJ0507
 CJ0507                         *CURRENT SURVEY CONTROL
 CJ0507  ___________________________________________________________________
 CJ0507* NAD 83(1986)-  32 55 42.     (N)    079 51 23.     (W)     SCALED    
 CJ0507* NAVD 88     -        10.019  (meters)      32.87   (feet)  ADJUSTED  
 CJ0507  ___________________________________________________________________
 CJ0507  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 CJ0507  DYNAMIC HT  -          10.008 (meters)      32.83  (feet)  COMP
 CJ0507  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 CJ0507
 CJ0507  VERT ORDER  -  FIRST     CLASS II
 CJ0507
 CJ0507.The horizontal coordinates were scaled from a topographic map and have
 CJ0507.an estimated accuracy of +/- 6 seconds.
 CJ0507
 CJ0507.The orthometric height was determined by differential leveling
 CJ0507.and adjusted by the National Geodetic Survey in June 1991..
 CJ0507
 CJ0507.The geoid height was determined by GEOID03.
 CJ0507
 CJ0507.The dynamic height is computed by dividing the NAVD 88
 CJ0507.geopotential number by the normal gravity value computed on the
 CJ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0507.degrees latitude (g = 980.6199 gals.).
 CJ0507
 CJ0507.The modeled gravity was interpolated from observed gravity values.
 CJ0507
 CJ0507;                    North         East    Units  Estimated Accuracy
 CJ0507;SPC SC       -   122,030.      716,550.      MT  (+/- 180 meters Scaled)
 CJ0507
 CJ0507                          SUPERSEDED SURVEY CONTROL
 CJ0507
 CJ0507  NGVD 29 (03/21/89)   10.319  (m)           33.85   (f) ADJUSTED    1 2
 CJ0507
 CJ0507.Superseded values are not recommended for survey control.
 CJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0507.See file dsdata.txt to determine how the superseded data were derived.
 CJ0507
 CJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS069439(NAD 83)
 CJ0507_MARKER: DD = SURVEY DISK
 CJ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0507_SP_SET: CONCRETE POST
 CJ0507_STAMPING: VERT 8 070 1984
 CJ0507_MARK LOGO: SCGS  
 CJ0507_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0507_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0507+STABILITY: SURFACE MOTION
 CJ0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0507+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0507
 CJ0507  HISTORY     - Date     Condition        Report By
 CJ0507  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0507  HISTORY     - 19920817 GOOD             NGS
 CJ0507
 CJ0507                          STATION DESCRIPTION
 CJ0507
 CJ0507'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0507'2.4 KM (1.5 MI) WSW FROM CAINHOY.
 CJ0507'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CJ0507'2.6 KILOMETERS (1.6 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0507'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, SET NEAR A POWER
 CJ0507'POLE ON THE WEST SIDE OF THE ST. PAUL BAPTIST CHURCH, 13.7 METERS
 CJ0507'(45.3 FEET) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 CJ0507'9.8 METERS (32.2 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY
 CJ0507'ROAD S-8-33, 9.1 METERS (30.0 FEET) NORTH-NORTHEAST OF A BLAZED
 CJ0507'12-INCH PINE TREE, 1.1 METERS (3.8 FEET) SOUTH-SOUTHWEST OF POWER POLE
 CJ0507'NUMBER 254324.
 CJ0507'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 CJ0507
 CJ0507                          STATION RECOVERY (1992)
 CJ0507
 CJ0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0507'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY S833 (CAINHOY ROAD)
 CJ0507'FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD) IN
 CJ0507'CAINHOY, 13.7 M (44.9 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 CJ0507'THE ST. PAUL BAPTIST CHURCH, 9.8 M (32.2 FT) SOUTHEAST OF AND LEVEL
 CJ0507'WITH THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) SOUTHWEST OF UTILITY
 CJ0507'LIGHT POLE NUMBER 254324, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST,
 CJ0507'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1517 ***********************************************************************
 DE1517  DESIGNATION -  8 070
 DE1517  PID         -  DE1517
 DE1517  STATE/COUNTY-  SC/BERKELEY
 DE1517  USGS QUAD   -  EADYTOWN (1987)
 DE1517
 DE1517                         *CURRENT SURVEY CONTROL
 DE1517  ___________________________________________________________________
 DE1517* NAD 83(1986)-  33 26 48.     (N)    080 09 46.     (W)     SCALED    
 DE1517* NAVD 88     -        18.843  (meters)      61.82   (feet)  ADJUSTED  
 DE1517  ___________________________________________________________________
 DE1517  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DE1517  DYNAMIC HT  -          18.824 (meters)      61.76  (feet)  COMP
 DE1517  MODELED GRAV-     979,611.8   (mgal)                       NAVD 88
 DE1517
 DE1517  VERT ORDER  -  FIRST     CLASS II
 DE1517
 DE1517.The horizontal coordinates were scaled from a topographic map and have
 DE1517.an estimated accuracy of +/- 6 seconds.
 DE1517
 DE1517.The orthometric height was determined by differential leveling
 DE1517.and adjusted by the National Geodetic Survey in June 1991..
 DE1517
 DE1517.The geoid height was determined by GEOID03.
 DE1517
 DE1517.The dynamic height is computed by dividing the NAVD 88
 DE1517.geopotential number by the normal gravity value computed on the
 DE1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1517.degrees latitude (g = 980.6199 gals.).
 DE1517
 DE1517.The modeled gravity was interpolated from observed gravity values.
 DE1517
 DE1517;                    North         East    Units  Estimated Accuracy
 DE1517;SPC SC       -   179,230.      687,430.      MT  (+/- 180 meters Scaled)
 DE1517
 DE1517                          SUPERSEDED SURVEY CONTROL
 DE1517
 DE1517  NGVD 29 (03/21/89)   19.141  (m)           62.80   (f) ADJUSTED    1 2
 DE1517
 DE1517.Superseded values are not recommended for survey control.
 DE1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1517.See file dsdata.txt to determine how the superseded data were derived.
 DE1517
 DE1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT778011(NAD 83)
 DE1517_MARKER: DB = BENCH MARK DISK
 DE1517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE1517_SP_SET: STAINLESS STEEL ROD
 DE1517_STAMPING: VERT 8 070 1982
 DE1517_MARK LOGO: SCGS  
 DE1517_PROJECTION: FLUSH
 DE1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1517_ROD/PIPE-DEPTH: 10.0 meters
 DE1517
 DE1517  HISTORY     - Date     Condition        Report By
 DE1517  HISTORY     - 1982     MONUMENTED       SCGS
 DE1517  HISTORY     - 1985     GOOD             SCGS
 DE1517
 DE1517                          STATION DESCRIPTION
 DE1517
 DE1517'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1517'4.0 KM (2.5 MI) NORTH FROM EADYTOWN.
 DE1517'10.1 KILOMETERS (6.3 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1517'PINEVILLE POST OFFICE, THENCE 3.1 KILOMETERS (1.95 MILES) SOUTHWEST
 DE1517'ALONG COUNTY ROAD S-8-31 TO A SHARP RIGHT TURN, CONTINUE 3.6
 DE1517'KILOMETERS (2.25 MILES) NORTH ALONG COUNTY ROAD S-8-31, THENCE 0.3
 DE1517'KILOMETER (0.2 MILE) WEST ALONG A GRAVEL ROAD TO A CHAIN LINK FENCE,
 DE1517'CONTINUE 0.1 KILOMETER (0.05 MILE) WEST ALONG THE GRAVEL ROAD, SET
 DE1517'NEAR THE RADIO TOWER ON THE EAST SIDE OF A SMALL FIBERGLASS BUILDING,
 DE1517'ALSO MAY BE REACHED BY GOING 10.3 KILOMETERS (6.4 MILES) SOUTHEAST
 DE1517'ALONG STATE HIGHWAY 260 FROM THE INTERSECTION OF COUNTY ROAD S-14-25
 DE1517'IN JORDAN TO END OF PAVEMENT, CONTINUE 0.1 KILOMETER (0.05 MILE)
 DE1517'SOUTHEAST ALONG A GRAVEL ROAD TO A CHAIN LINK FENCE AND GATE, CONTINUE
 DE1517'8.4 KILOMETERS (5.2 MILES) SOUTHEAST ALONG THE THE SANTEE COOPER DAM,
 DE1517'THENCE 0.25 KILOMETER (0.15 MILE) EAST-SOUTHEAST ALONG A GRAVEL ROAD
 DE1517'THAT IS 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF THE SOUTH END OF A LARGE
 DE1517'CONCRETE SPILLWAY, 8.1 METERS (26.57 FEET) NORTH OF THE APPROXIMATE
 DE1517'CENTER OF THE MAIN GRAVEL ROAD, 9.65 METERS (31.66 FEET)
 DE1517'SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A STREET LIGHT,
 DE1517'2.18 METERS (7.15 FEET) EAST OF THE APPROXIMATE CENTER OF THE RADIO
 DE1517'TOWER, 26.5 METERS (86.94 FEET) WEST-NORTHWEST OF THE NORTHWEST CORNER
 DE1517'OF A SMALL WOODEN BUILDING.
 DE1517'THE MARK IS 0.43 METERS  S FROM A WITNESS POST.
 DE1517'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0513 ***********************************************************************
 CJ0513  DESIGNATION -  8 071
 CJ0513  PID         -  CJ0513
 CJ0513  STATE/COUNTY-  SC/BERKELEY
 CJ0513  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0513
 CJ0513                         *CURRENT SURVEY CONTROL
 CJ0513  ___________________________________________________________________
 CJ0513* NAD 83(1986)-  32 55 19.     (N)    079 52 33.     (W)     SCALED    
 CJ0513* NAVD 88     -         8.451  (meters)      27.73   (feet)  ADJUSTED  
 CJ0513  ___________________________________________________________________
 CJ0513  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0513  DYNAMIC HT  -           8.441 (meters)      27.69  (feet)  COMP
 CJ0513  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 CJ0513
 CJ0513  VERT ORDER  -  FIRST     CLASS II
 CJ0513
 CJ0513.The horizontal coordinates were scaled from a topographic map and have
 CJ0513.an estimated accuracy of +/- 6 seconds.
 CJ0513
 CJ0513.The orthometric height was determined by differential leveling
 CJ0513.and adjusted by the National Geodetic Survey in June 1991..
 CJ0513
 CJ0513.The geoid height was determined by GEOID03.
 CJ0513
 CJ0513.The dynamic height is computed by dividing the NAVD 88
 CJ0513.geopotential number by the normal gravity value computed on the
 CJ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0513.degrees latitude (g = 980.6199 gals.).
 CJ0513
 CJ0513.The modeled gravity was interpolated from observed gravity values.
 CJ0513
 CJ0513;                    North         East    Units  Estimated Accuracy
 CJ0513;SPC SC       -   121,300.      714,740.      MT  (+/- 180 meters Scaled)
 CJ0513
 CJ0513                          SUPERSEDED SURVEY CONTROL
 CJ0513
 CJ0513  NGVD 29 (03/21/89)    8.751  (m)           28.71   (f) ADJUSTED    1 2
 CJ0513
 CJ0513.Superseded values are not recommended for survey control.
 CJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0513.See file dsdata.txt to determine how the superseded data were derived.
 CJ0513
 CJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS051431(NAD 83)
 CJ0513_MARKER: DB = BENCH MARK DISK
 CJ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0513_SP_SET: CONCRETE POST
 CJ0513_STAMPING: VERT 8 071 1984
 CJ0513_MARK LOGO: SCGS  
 CJ0513_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0513
 CJ0513  HISTORY     - Date     Condition        Report By
 CJ0513  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0513
 CJ0513                          STATION DESCRIPTION
 CJ0513
 CJ0513'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0513'4.3 KM (2.7 MI) WSW FROM CAINHOY.
 CJ0513'4.5 KILOMETERS (2.8 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0513'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, SET ON THE OUTSIDE
 CJ0513'OF A CURVE NEAR A BLAZED 12-INCH OAK TREE, 14.6 METERS (48.0 FEET)
 CJ0513'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-8-33, 3.7 METERS
 CJ0513'(12.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A GRASSY ROAD
 CJ0513'LEADING NORTH INTO THE WOODS, 7.5 METERS (24.5 FEET) NORTH-NORTHEAST
 CJ0513'OF POWER POLE NUMBER 0309427, 2.6 METERS (8.8 FEET) EAST-SOUTHEAST OF
 CJ0513'THE BLAZED OAK TREE.
 CJ0513'THE MARK IS 0.63 METERS  SSE FROM A WITNESS POST.
 CJ0513'THE MARK IS 0.30 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0514 ***********************************************************************
 CJ0514  DESIGNATION -  8 072
 CJ0514  PID         -  CJ0514
 CJ0514  STATE/COUNTY-  SC/BERKELEY
 CJ0514  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0514
 CJ0514                         *CURRENT SURVEY CONTROL
 CJ0514  ___________________________________________________________________
 CJ0514* NAD 83(1986)-  32 54 56.     (N)    079 53 09.     (W)     SCALED    
 CJ0514* NAVD 88     -         9.780  (meters)      32.09   (feet)  ADJUSTED  
 CJ0514  ___________________________________________________________________
 CJ0514  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 CJ0514  DYNAMIC HT  -           9.769 (meters)      32.05  (feet)  COMP
 CJ0514  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 CJ0514
 CJ0514  VERT ORDER  -  FIRST     CLASS II
 CJ0514
 CJ0514.The horizontal coordinates were scaled from a topographic map and have
 CJ0514.an estimated accuracy of +/- 6 seconds.
 CJ0514
 CJ0514.The orthometric height was determined by differential leveling
 CJ0514.and adjusted by the National Geodetic Survey in June 1991..
 CJ0514
 CJ0514.The geoid height was determined by GEOID03.
 CJ0514
 CJ0514.The dynamic height is computed by dividing the NAVD 88
 CJ0514.geopotential number by the normal gravity value computed on the
 CJ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0514.degrees latitude (g = 980.6199 gals.).
 CJ0514
 CJ0514.The modeled gravity was interpolated from observed gravity values.
 CJ0514
 CJ0514;                    North         East    Units  Estimated Accuracy
 CJ0514;SPC SC       -   120,580.      713,810.      MT  (+/- 180 meters Scaled)
 CJ0514
 CJ0514                          SUPERSEDED SURVEY CONTROL
 CJ0514
 CJ0514  NGVD 29 (03/21/89)   10.080  (m)           33.07   (f) ADJUSTED    1 2
 CJ0514
 CJ0514.Superseded values are not recommended for survey control.
 CJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0514.See file dsdata.txt to determine how the superseded data were derived.
 CJ0514
 CJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS041424(NAD 83)
 CJ0514_MARKER: DD = SURVEY DISK
 CJ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0514_SP_SET: CONCRETE POST
 CJ0514_STAMPING: VERT 8 072 1984
 CJ0514_MARK LOGO: SCGS  
 CJ0514_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0514+STABILITY: SURFACE MOTION
 CJ0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0514+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0514
 CJ0514  HISTORY     - Date     Condition        Report By
 CJ0514  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0514  HISTORY     - 19920817 GOOD             NGS
 CJ0514
 CJ0514                          STATION DESCRIPTION
 CJ0514
 CJ0514'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0514'5.6 KM (3.5 MI) SW FROM CAINHOY.
 CJ0514'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-8-119.
 CJ0514'5.7 KILOMETERS (3.55 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33
 CJ0514'FROM THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, SET NEAR A
 CJ0514'BLAZED 24-INCH PINE TREE IN THE NORTH ANGLE OF THE INTERSECTION OF
 CJ0514'COUNTY ROAD S-8-119, 27.1 METERS (89.0 FEET) NORTH-NORTHWEST OF THE
 CJ0514'CENTERLINE OF COUNTY ROAD S-8-33, 9.6 METERS (31.7 FEET)
 CJ0514'EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-8-119, 24.8 METERS
 CJ0514'(81.5 FEET) NORTH-NORTHEAST OF POWER POLE NUMBER 0309444, 5.0 METERS
 CJ0514'(16.5 FEET) SOUTH-SOUTHEAST OF THE BLAZED PINE TREE.
 CJ0514'THE MARK IS 0.90 METERS  WSW FROM A WITNESS POST.
 CJ0514
 CJ0514                          STATION RECOVERY (1992)
 CJ0514
 CJ0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0514'5.7 KM (3.55 MI) SOUTHWESTERLY ALONG STATE HIGHWAY S833 (CAINHOY
 CJ0514'ROAD) FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD)
 CJ0514'IN CAINHOY, 27.7 M (90.9 FT) NORTHWEST OF AND LEVEL WITH THE ROAD
 CJ0514'CENTERLINE, 9.7 M (31.8 FT) NORTHEAST OF THE CENTERLINE OF STATE ROAD
 CJ0514'S8119, 4.5 M (14.8 FT) SOUTHEAST OF A 10-INCH PINE TREE, 0.9 M (3.0
 CJ0514'FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CJ0514'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0515 ***********************************************************************
 CJ0515  DESIGNATION -  8 073
 CJ0515  PID         -  CJ0515
 CJ0515  STATE/COUNTY-  SC/BERKELEY
 CJ0515  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0515
 CJ0515                         *CURRENT SURVEY CONTROL
 CJ0515  ___________________________________________________________________
 CJ0515* NAD 83(1986)-  32 54 33.     (N)    079 53 59.     (W)     SCALED    
 CJ0515* NAVD 88     -        11.359  (meters)      37.27   (feet)  ADJUSTED  
 CJ0515  ___________________________________________________________________
 CJ0515  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 CJ0515  DYNAMIC HT  -          11.347 (meters)      37.23  (feet)  COMP
 CJ0515  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 CJ0515
 CJ0515  VERT ORDER  -  FIRST     CLASS II
 CJ0515
 CJ0515.The horizontal coordinates were scaled from a topographic map and have
 CJ0515.an estimated accuracy of +/- 6 seconds.
 CJ0515
 CJ0515.The orthometric height was determined by differential leveling
 CJ0515.and adjusted by the National Geodetic Survey in June 1991..
 CJ0515
 CJ0515.The geoid height was determined by GEOID03.
 CJ0515
 CJ0515.The dynamic height is computed by dividing the NAVD 88
 CJ0515.geopotential number by the normal gravity value computed on the
 CJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0515.degrees latitude (g = 980.6199 gals.).
 CJ0515
 CJ0515.The modeled gravity was interpolated from observed gravity values.
 CJ0515
 CJ0515;                    North         East    Units  Estimated Accuracy
 CJ0515;SPC SC       -   119,860.      712,520.      MT  (+/- 180 meters Scaled)
 CJ0515
 CJ0515                          SUPERSEDED SURVEY CONTROL
 CJ0515
 CJ0515  NGVD 29 (03/21/89)   11.659  (m)           38.25   (f) ADJUSTED    1 2
 CJ0515
 CJ0515.Superseded values are not recommended for survey control.
 CJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0515.See file dsdata.txt to determine how the superseded data were derived.
 CJ0515
 CJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS028417(NAD 83)
 CJ0515_MARKER: DD = SURVEY DISK
 CJ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0515_SP_SET: CONCRETE POST
 CJ0515_STAMPING: VERT 8 073 1984
 CJ0515_MARK LOGO: SCGS  
 CJ0515_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0515_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0515+STABILITY: SURFACE MOTION
 CJ0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0515+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0515
 CJ0515  HISTORY     - Date     Condition        Report By
 CJ0515  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0515  HISTORY     - 19920817 GOOD             NGS
 CJ0515
 CJ0515                          STATION DESCRIPTION
 CJ0515
 CJ0515'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0515'7.1 KM (4.4 MI) SW FROM CAINHOY.
 CJ0515'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CJ0515'7.2 KILOMETERS (4.5 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0515'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, SET IN THE
 CJ0515'SOUTHEAST ANGLE OF THE INTERSECTION OF A SAND ROAD WITH A 5-FOOT HIGH
 CJ0515'WOODEN GATE, 28.8 METERS (94.6 FEET) SOUTH-SOUTHWEST OF POWER POLE
 CJ0515'NUMBER 0309461, 12.7 METERS (41.6 FEET) SOUTH-SOUTHEAST OF THE
 CJ0515'CENTERLINE OF COUNTY ROAD S-8-33, 9.0 METERS (29.6 FEET)
 CJ0515'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 16.3 METERS
 CJ0515'(53.6 FEET) WEST OF A BLAZED 28-INCH PINE TREE.
 CJ0515'THE MARK IS 0.80 METERS  WNW FROM A WITNESS POST.
 CJ0515
 CJ0515                          STATION RECOVERY (1992)
 CJ0515
 CJ0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0515'7.2 KM (4.45 MI) SOUTHWESTERLY ALONG STATE HIGHWAY S833 (CAINHOY
 CJ0515'ROAD) FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD)
 CJ0515'IN CAINHOY, 28.8 M (94.5 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER
 CJ0515'0309461, 12.7 M (41.7 FT) SOUTHEAST OF THE ROAD CENTERLINE, 9.0 M
 CJ0515'(29.5 FT) NORTHEAST OF A SAND ROAD AND A WOODEN GATE, 0.7 M (2.3 FT)
 CJ0515'NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.07 M (0.23
 CJ0515'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0516 ***********************************************************************
 CJ0516  DESIGNATION -  8 074
 CJ0516  PID         -  CJ0516
 CJ0516  STATE/COUNTY-  SC/BERKELEY
 CJ0516  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0516
 CJ0516                         *CURRENT SURVEY CONTROL
 CJ0516  ___________________________________________________________________
 CJ0516* NAD 83(1986)-  32 54 05.     (N)    079 54 59.     (W)     SCALED    
 CJ0516* NAVD 88     -        12.744  (meters)      41.81   (feet)  ADJUSTED  
 CJ0516  ___________________________________________________________________
 CJ0516  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 CJ0516  DYNAMIC HT  -          12.730 (meters)      41.77  (feet)  COMP
 CJ0516  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 CJ0516
 CJ0516  VERT ORDER  -  FIRST     CLASS II
 CJ0516
 CJ0516.The horizontal coordinates were scaled from a topographic map and have
 CJ0516.an estimated accuracy of +/- 6 seconds.
 CJ0516
 CJ0516.The orthometric height was determined by differential leveling
 CJ0516.and adjusted by the National Geodetic Survey in June 1991..
 CJ0516
 CJ0516.The geoid height was determined by GEOID03.
 CJ0516
 CJ0516.The dynamic height is computed by dividing the NAVD 88
 CJ0516.geopotential number by the normal gravity value computed on the
 CJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0516.degrees latitude (g = 980.6199 gals.).
 CJ0516
 CJ0516.The modeled gravity was interpolated from observed gravity values.
 CJ0516
 CJ0516;                    North         East    Units  Estimated Accuracy
 CJ0516;SPC SC       -   118,980.      710,970.      MT  (+/- 180 meters Scaled)
 CJ0516
 CJ0516                          SUPERSEDED SURVEY CONTROL
 CJ0516
 CJ0516  NGVD 29 (03/21/89)   13.044  (m)           42.80   (f) ADJUSTED    1 2
 CJ0516
 CJ0516.Superseded values are not recommended for survey control.
 CJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0516.See file dsdata.txt to determine how the superseded data were derived.
 CJ0516
 CJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS013408(NAD 83)
 CJ0516_MARKER: DD = SURVEY DISK
 CJ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0516_SP_SET: CONCRETE POST
 CJ0516_STAMPING: VERT 8 074 1984
 CJ0516_MARK LOGO: SCGS  
 CJ0516_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0516+STABILITY: SURFACE MOTION
 CJ0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0516+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0516
 CJ0516  HISTORY     - Date     Condition        Report By
 CJ0516  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0516  HISTORY     - 19920817 GOOD             NGS
 CJ0516
 CJ0516                          STATION DESCRIPTION
 CJ0516
 CJ0516'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0516'8.8 KM (5.5 MI) SW FROM CAINHOY.
 CJ0516'THE MARK IS 0.20 M ABOVE COUNTY ROAD.
 CJ0516'9.0 KILOMETERS (5.6 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0516'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, SET INSIDE A WOODEN
 CJ0516'FENCE NEAR A BLAZED 12-INCH PINE TREE, ADD-THIS MARK IS 0.25 KILOMETER
 CJ0516'(0.15 MILE) EAST-NORTHEAST OF THE ST.  PAULS PENTECOSTAL HOLINESS
 CJ0516'CHURCH, 27.4 METERS (90.0 FEET) EAST-SOUTHEAST OF POWER POLE NUMBER
 CJ0516'0309482, 10.4 METERS (34.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CJ0516'THE COUNTY ROAD, 2.9 METERS (9.5 FEET) WEST-SOUTHWEST OF THE BLAZED
 CJ0516'PINE TREE, 0.5 METER (1.7 FEET) SOUTH-SOUTHEAST OF THE WOODEN FENCE.
 CJ0516'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 CJ0516
 CJ0516                          STATION RECOVERY (1992)
 CJ0516
 CJ0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0516'8.9 KM (5.55 MI) SOUTHWESTERLY ALONG STATE HIGHWAY S833 (CAINHOY
 CJ0516'ROAD) FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD)
 CJ0516'IN CAINHOY, 0.2 KM (0.10 MI) NORTHEAST OF THE INTERSECTION OF THE
 CJ0516'REBELLION FARMS ENTRANCE ROAD, 78.3 M (256.9 FT) SOUTHWEST OF THE
 CJ0516'NORTHEAST CORNER OF A WOODEN FENCE, 27.5 M (90.2 FT) EAST-SOUTHEAST
 CJ0516'OF UTILITY POLE NUMBER 0309482, 10.4 M (34.1 FT) SOUTHEAST OF THE
 CJ0516'ROAD CENTERLINE, 0.6 M (2.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0
 CJ0516'FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE
 CJ0516'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0522 ***********************************************************************
 CJ0522  DESIGNATION -  8 075
 CJ0522  PID         -  CJ0522
 CJ0522  STATE/COUNTY-  SC/BERKELEY
 CJ0522  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0522
 CJ0522                         *CURRENT SURVEY CONTROL
 CJ0522  ___________________________________________________________________
 CJ0522* NAD 83(1986)-  32 53 20.     (N)    079 55 41.     (W)     SCALED    
 CJ0522* NAVD 88     -         6.996  (meters)      22.95   (feet)  ADJUSTED  
 CJ0522  ___________________________________________________________________
 CJ0522  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CJ0522  DYNAMIC HT  -           6.988 (meters)      22.93  (feet)  COMP
 CJ0522  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 CJ0522
 CJ0522  VERT ORDER  -  FIRST     CLASS II
 CJ0522
 CJ0522.The horizontal coordinates were scaled from a topographic map and have
 CJ0522.an estimated accuracy of +/- 6 seconds.
 CJ0522
 CJ0522.The orthometric height was determined by differential leveling
 CJ0522.and adjusted by the National Geodetic Survey in June 1991..
 CJ0522
 CJ0522.The geoid height was determined by GEOID03.
 CJ0522
 CJ0522.The dynamic height is computed by dividing the NAVD 88
 CJ0522.geopotential number by the normal gravity value computed on the
 CJ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0522.degrees latitude (g = 980.6199 gals.).
 CJ0522
 CJ0522.The modeled gravity was interpolated from observed gravity values.
 CJ0522
 CJ0522;                    North         East    Units  Estimated Accuracy
 CJ0522;SPC SC       -   117,580.      709,890.      MT  (+/- 180 meters Scaled)
 CJ0522
 CJ0522                          SUPERSEDED SURVEY CONTROL
 CJ0522
 CJ0522  NGVD 29 (03/21/89)    7.296  (m)           23.94   (f) ADJUSTED    1 2
 CJ0522
 CJ0522.Superseded values are not recommended for survey control.
 CJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0522.See file dsdata.txt to determine how the superseded data were derived.
 CJ0522
 CJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS002394(NAD 83)
 CJ0522_MARKER: DB = BENCH MARK DISK
 CJ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0522_SP_SET: CONCRETE POST
 CJ0522_STAMPING: VERT 8 075 1984
 CJ0522_MARK LOGO: SCGS  
 CJ0522_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0522
 CJ0522  HISTORY     - Date     Condition        Report By
 CJ0522  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0522
 CJ0522                          STATION DESCRIPTION
 CJ0522
 CJ0522'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0522'10.6 KM (6.6 MI) SW FROM CAINHOY.
 CJ0522'10.8 KILOMETERS (6.7 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33
 CJ0522'FROM THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, SET NEAR A
 CJ0522'POWER POLE IN FRONT OF A SMALL ONE-STORY HOUSE, 43.0 METERS (141 FEET)
 CJ0522'NORTH-NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 13.2 METERS (43.4
 CJ0522'FEET) SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 6.0 METERS (19.9
 CJ0522'FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING TO
 CJ0522'THE HOUSE, 2.6 METERS (8.6 FEET) SOUTH-SOUTHWEST OF POWER POLE NUMBER
 CJ0522'0309507.
 CJ0522'THE MARK IS 0.7 METERS  WNW FROM A WITNESS POST.
 CJ0522'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0525 ***********************************************************************
 CJ0525  DESIGNATION -  8 076
 CJ0525  PID         -  CJ0525
 CJ0525  STATE/COUNTY-  SC/BERKELEY
 CJ0525  USGS QUAD   -  CHARLESTON (1983)
 CJ0525
 CJ0525                         *CURRENT SURVEY CONTROL
 CJ0525  ___________________________________________________________________
 CJ0525* NAD 83(1986)-  32 52 19.     (N)    079 55 26.     (W)     SCALED    
 CJ0525* NAVD 88     -         2.255  (meters)       7.40   (feet)  ADJUSTED  
 CJ0525  ___________________________________________________________________
 CJ0525  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CJ0525  DYNAMIC HT  -           2.252 (meters)       7.39  (feet)  COMP
 CJ0525  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 CJ0525
 CJ0525  VERT ORDER  -  FIRST     CLASS II
 CJ0525
 CJ0525.The horizontal coordinates were scaled from a topographic map and have
 CJ0525.an estimated accuracy of +/- 6 seconds.
 CJ0525
 CJ0525.The orthometric height was determined by differential leveling
 CJ0525.and adjusted by the National Geodetic Survey in June 1991..
 CJ0525
 CJ0525.The geoid height was determined by GEOID03.
 CJ0525
 CJ0525.The dynamic height is computed by dividing the NAVD 88
 CJ0525.geopotential number by the normal gravity value computed on the
 CJ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0525.degrees latitude (g = 980.6199 gals.).
 CJ0525
 CJ0525.The modeled gravity was interpolated from observed gravity values.
 CJ0525
 CJ0525;                    North         East    Units  Estimated Accuracy
 CJ0525;SPC SC       -   115,710.      710,300.      MT  (+/- 180 meters Scaled)
 CJ0525
 CJ0525                          SUPERSEDED SURVEY CONTROL
 CJ0525
 CJ0525  NGVD 29 (03/21/89)    2.555  (m)            8.38   (f) ADJUSTED    1 2
 CJ0525
 CJ0525.Superseded values are not recommended for survey control.
 CJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0525.See file dsdata.txt to determine how the superseded data were derived.
 CJ0525
 CJ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS006376(NAD 83)
 CJ0525_MARKER: DB = BENCH MARK DISK
 CJ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0525_SP_SET: CONCRETE POST
 CJ0525_STAMPING: VERT 8 076 1984
 CJ0525_MARK LOGO: SCGS  
 CJ0525_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0525
 CJ0525  HISTORY     - Date     Condition        Report By
 CJ0525  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0525
 CJ0525                          STATION DESCRIPTION
 CJ0525
 CJ0525'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0525'13.2 KM (8.2 MI) SW FROM CAINHOY.
 CJ0525'13.4 KILOMETERS (8.3 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33
 CJ0525'FROM THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, SET NEAR A
 CJ0525'POWER POLE NEAR THE SOUTH CORNER OF THE ST. JAMES CHURCH BEFORE A
 CJ0525'CURVE, 18.3 METERS (60.0 FEET) SOUTH-SOUTHWEST OF THE EAST CORNER OF
 CJ0525'THE CHURCH, 14.1 METERS (46.4 FEET) NORTH-NORTHEAST OF THE CENTERLINE
 CJ0525'OF THE COUNTY ROAD, 7.8 METERS (25.7 FEET) SOUTH-SOUTHWEST OF A LONE
 CJ0525'48-INCH PINE TREE, 4.0 METERS (13.0 FEET) EAST-SOUTHEAST OF THE SOUTH
 CJ0525'CORNER OF THE CHURCH, 1.1 METERS (3.6 FEET) WEST-NORTHWEST OF THE
 CJ0525'POWER POLE NUMBER 227797.
 CJ0525'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0496 ***********************************************************************
 CJ0496  DESIGNATION -  8 077
 CJ0496  PID         -  CJ0496
 CJ0496  STATE/COUNTY-  SC/BERKELEY
 CJ0496  USGS QUAD   -  CAINHOY (1971)
 CJ0496
 CJ0496                         *CURRENT SURVEY CONTROL
 CJ0496  ___________________________________________________________________
 CJ0496* NAD 83(1986)-  32 56 01.     (N)    079 49 53.     (W)     SCALED    
 CJ0496* NAVD 88     -         5.409  (meters)      17.75   (feet)  ADJUSTED  
 CJ0496  ___________________________________________________________________
 CJ0496  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0496  DYNAMIC HT  -           5.403 (meters)      17.73  (feet)  COMP
 CJ0496  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 CJ0496
 CJ0496  VERT ORDER  -  FIRST     CLASS II
 CJ0496
 CJ0496.The horizontal coordinates were scaled from a topographic map and have
 CJ0496.an estimated accuracy of +/- 6 seconds.
 CJ0496
 CJ0496.The orthometric height was determined by differential leveling
 CJ0496.and adjusted by the National Geodetic Survey in June 1991..
 CJ0496
 CJ0496.The geoid height was determined by GEOID03.
 CJ0496
 CJ0496.The dynamic height is computed by dividing the NAVD 88
 CJ0496.geopotential number by the normal gravity value computed on the
 CJ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0496.degrees latitude (g = 980.6199 gals.).
 CJ0496
 CJ0496.The modeled gravity was interpolated from observed gravity values.
 CJ0496
 CJ0496;                    North         East    Units  Estimated Accuracy
 CJ0496;SPC SC       -   122,640.      718,880.      MT  (+/- 180 meters Scaled)
 CJ0496
 CJ0496                          SUPERSEDED SURVEY CONTROL
 CJ0496
 CJ0496  NGVD 29 (03/21/89)    5.708  (m)           18.73   (f) ADJUSTED    1 2
 CJ0496
 CJ0496.Superseded values are not recommended for survey control.
 CJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0496.See file dsdata.txt to determine how the superseded data were derived.
 CJ0496
 CJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS092445(NAD 83)
 CJ0496_MARKER: DD = SURVEY DISK
 CJ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0496_SP_SET: CONCRETE POST
 CJ0496_STAMPING: VERT 8 077 1984
 CJ0496_MARK LOGO: SCGS  
 CJ0496_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0496+STABILITY: SURFACE MOTION
 CJ0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0496+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0496
 CJ0496  HISTORY     - Date     Condition        Report By
 CJ0496  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0496  HISTORY     - 19920817 GOOD             NGS
 CJ0496
 CJ0496                          STATION DESCRIPTION
 CJ0496
 CJ0496'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0496'IN CAINHOY.
 CJ0496'THE MARK IS 0.60 M ABOVE COUNTY ROAD S-8-33.
 CJ0496'AT THE INTERSECTION OF COUNTY ROADS S-8-33 AND S-8-98, SET NEAR A
 CJ0496'POWER POLE ON THE INSIDE OF A CHAIN LINK FENCE, 32.5 METERS (106.5
 CJ0496'FEET) EAST OF THE CENTERLINE OF COUNTY ROAD S-8-98, 12.5 METERS (41.0
 CJ0496'FEET) NORTH OF THE CENTERLINE OF COUNTY ROAD S-8-33, 17.8 METERS (58.5
 CJ0496'FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE-STORY BRICK
 CJ0496'HOUSE, 2.0 METERS (6.5 FEET) NORTH-NORTHWEST OF THE SOUTHEAST CORNER
 CJ0496'OF THE CHAIN LINK FENCE, 1.3 METERS (4.4 FEET) SOUTH-SOUTHEAST OF
 CJ0496'POWER POLE NUMBER 189459.
 CJ0496
 CJ0496                          STATION RECOVERY (1992)
 CJ0496
 CJ0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0496'IN CAINHOY, AT THE INTERSECTION OF STATE ROAD S833 (CAINHOY ROAD) AND
 CJ0496'STATE ROAD S859 (CLEMENTS FERRY ROAD), 32.5 M (106.6 FT) EAST OF THE
 CJ0496'CENTERLINE OF ROAD S898, 17.8 M (58.4 FT) WEST-SOUTHWEST OF THE
 CJ0496'SOUTHWEST CORNER OF A BRICK HOUSE, 12.5 M (41.0 FT) NORTH OF THE
 CJ0496'CENTERLINE OF ROAD S833, 2.0 M (6.6 FT) NORTH-NORTHWEST OF THE
 CJ0496'SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 1.3 M (4.3 FT)
 CJ0496'SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 189459, 0.3 M (1.0 FT) ABOVE
 CJ0496'THE LEVEL OF THE ROADS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CJ0496'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0530 ***********************************************************************
 CJ0530  DESIGNATION -  8 078
 CJ0530  PID         -  CJ0530
 CJ0530  STATE/COUNTY-  SC/BERKELEY
 CJ0530  USGS QUAD   -  CAINHOY (1971)
 CJ0530
 CJ0530                         *CURRENT SURVEY CONTROL
 CJ0530  ___________________________________________________________________
 CJ0530* NAD 83(1986)-  32 56 46.     (N)    079 50 29.     (W)     SCALED    
 CJ0530* NAVD 88     -        14.594  (meters)      47.88   (feet)  ADJUSTED  
 CJ0530  ___________________________________________________________________
 CJ0530  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 CJ0530  DYNAMIC HT  -          14.578 (meters)      47.83  (feet)  COMP
 CJ0530  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CJ0530
 CJ0530  VERT ORDER  -  FIRST     CLASS II
 CJ0530
 CJ0530.The horizontal coordinates were scaled from a topographic map and have
 CJ0530.an estimated accuracy of +/- 6 seconds.
 CJ0530
 CJ0530.The orthometric height was determined by differential leveling
 CJ0530.and adjusted by the National Geodetic Survey in June 1991..
 CJ0530
 CJ0530.The geoid height was determined by GEOID03.
 CJ0530
 CJ0530.The dynamic height is computed by dividing the NAVD 88
 CJ0530.geopotential number by the normal gravity value computed on the
 CJ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0530.degrees latitude (g = 980.6199 gals.).
 CJ0530
 CJ0530.The modeled gravity was interpolated from observed gravity values.
 CJ0530
 CJ0530;                    North         East    Units  Estimated Accuracy
 CJ0530;SPC SC       -   124,010.      717,930.      MT  (+/- 180 meters Scaled)
 CJ0530
 CJ0530                          SUPERSEDED SURVEY CONTROL
 CJ0530
 CJ0530  NGVD 29 (03/21/89)   14.893  (m)           48.86   (f) ADJUSTED    1 2
 CJ0530
 CJ0530.Superseded values are not recommended for survey control.
 CJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0530.See file dsdata.txt to determine how the superseded data were derived.
 CJ0530
 CJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS083459(NAD 83)
 CJ0530_MARKER: DB = BENCH MARK DISK
 CJ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0530_SP_SET: CONCRETE POST
 CJ0530_STAMPING: VERT 8 078 1984
 CJ0530_MARK LOGO: SCGS  
 CJ0530_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0530
 CJ0530  HISTORY     - Date     Condition        Report By
 CJ0530  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0530
 CJ0530                          STATION DESCRIPTION
 CJ0530
 CJ0530'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0530'1.6 KM (1.0 MI) NW FROM CAINHOY.
 CJ0530'1.6 KILOMETER (1.0 MILE) NORTHWESTERLY ALONG COUNTY ROAD S-8-98 FROM
 CJ0530'THE INTERSECTION OF COUNTY ROAD S-8-33 IN CAINHOY, SET IN THE WEST
 CJ0530'ANGLE OF THE INTERSECTION OF A SAND ROAD NEAR A BLAZED 12-INCH PINE
 CJ0530'TREE, 17.7 METERS (58.2 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CJ0530'COUNTY ROAD, 2.9 METERS (9.7 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 CJ0530'CENTER OF THE SAND ROAD, 1.9 METERS (6.4 FEET) SOUTH-SOUTHEAST OF THE
 CJ0530'BLAZED PINE TREE, 0.8 METER (2.8 FEET) EAST-SOUTHEAST OF A WIRE FENCE.
 CJ0530'THE MARK IS 0.60 METERS  ENE FROM A WITNESS POST.
 CJ0530'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0532 ***********************************************************************
 CJ0532  DESIGNATION -  8 080
 CJ0532  PID         -  CJ0532
 CJ0532  STATE/COUNTY-  SC/BERKELEY
 CJ0532  USGS QUAD   -  CAINHOY (1971)
 CJ0532
 CJ0532                         *CURRENT SURVEY CONTROL
 CJ0532  ___________________________________________________________________
 CJ0532* NAD 83(1986)-  32 58 05.     (N)    079 51 23.     (W)     SCALED    
 CJ0532* NAVD 88     -        10.870  (meters)      35.66   (feet)  ADJUSTED  
 CJ0532  ___________________________________________________________________
 CJ0532  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0532  DYNAMIC HT  -          10.858 (meters)      35.62  (feet)  COMP
 CJ0532  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 CJ0532
 CJ0532  VERT ORDER  -  FIRST     CLASS II
 CJ0532
 CJ0532.The horizontal coordinates were scaled from a topographic map and have
 CJ0532.an estimated accuracy of +/- 6 seconds.
 CJ0532
 CJ0532.The orthometric height was determined by differential leveling
 CJ0532.and adjusted by the National Geodetic Survey in June 1991..
 CJ0532
 CJ0532.The geoid height was determined by GEOID03.
 CJ0532
 CJ0532.The dynamic height is computed by dividing the NAVD 88
 CJ0532.geopotential number by the normal gravity value computed on the
 CJ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0532.degrees latitude (g = 980.6199 gals.).
 CJ0532
 CJ0532.The modeled gravity was interpolated from observed gravity values.
 CJ0532
 CJ0532;                    North         East    Units  Estimated Accuracy
 CJ0532;SPC SC       -   126,430.      716,500.      MT  (+/- 180 meters Scaled)
 CJ0532
 CJ0532                          SUPERSEDED SURVEY CONTROL
 CJ0532
 CJ0532  NGVD 29 (03/21/89)   11.169  (m)           36.64   (f) ADJUSTED    1 2
 CJ0532
 CJ0532.Superseded values are not recommended for survey control.
 CJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0532.See file dsdata.txt to determine how the superseded data were derived.
 CJ0532
 CJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS068483(NAD 83)
 CJ0532_MARKER: DD = SURVEY DISK
 CJ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0532_SP_SET: CONCRETE POST
 CJ0532_STAMPING: VERT 8 080 1984
 CJ0532_MARK LOGO: SCGS  
 CJ0532_PROJECTION: FLUSH
 CJ0532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0532+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2004
 CJ0532
 CJ0532  HISTORY     - Date     Condition        Report By
 CJ0532  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0532  HISTORY     - 20040114 GOOD             SCGS
 CJ0532
 CJ0532                          STATION DESCRIPTION
 CJ0532
 CJ0532'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0532'4.5 KM (2.8 MI) NW FROM CAINHOY.
 CJ0532'4.5 KILOMETERS (2.8 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-98 FROM
 CJ0532'THE INTERSECTION OF COUNTY ROAD S-8-33 IN CAINHOY, SET NEAR A BRICK
 CJ0532'WALL (GATE ONE) ENTRANCE TO THE AMOCO CHEMICAL CORPORATION COOPER
 CJ0532'RIVER PLANT, 54.6 METERS (179.0 FEET) WEST-NORTHWEST OF THE CENTERLINE
 CJ0532'OF THE COUNTY ROAD, 7.6 METERS (25.0 FEET) SOUTH-SOUTHWEST OF THE
 CJ0532'APPROXIMATE CENTER OF THE ENTRANCE ROAD TO THE PLANT, 28.3 METERS
 CJ0532'(93.0 FEET) WEST-SOUTHWEST OF A STEEL LIGHT POLE, 0.7 METER (2.3 FEET)
 CJ0532'EAST-SOUTHEAST OF THE BRICK WALL.
 CJ0532'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 CJ0532
 CJ0532                          STATION RECOVERY (2004)
 CJ0532
 CJ0532'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CJ0532'STATION IS LOCATED 3.55 MILES NORTH NORTHWEST OF CAINHOY, 18.1 MILES
 CJ0532'SOUTH SOUTHEAST OF  MONCKS CORNER.  OWNERSHIP--SCDOT, DIRECTOR OF
 CJ0532'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 CJ0532'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CJ0532'17 AND STATE HIGHWAY 41,  6.25 MILES NORTHEAST OF MOUNT PLEASANT, GO
 CJ0532'NORTH NORTHEAST ON HIGHWAY 41 FOR 5.5  MILES TO THE JUNCTION OF STATE
 CJ0532'ROAD 33 (CLEMENTS FERRY ROAD) LEFT, BEAR LEFT ON ROAD 33  FOR 0.95
 CJ0532'MILE TO THE JUNCTION OF STATE ROAD 98 (CAINHOY ROAD), TURN RIGHT ON
 CJ0532'ROAD 98 FOR  2.8 MILES TO THE STATION ON THE LEFT BENEATH DECORATIVE
 CJ0532'SHRUBBERY NEAR A BRICK WALL IN  THE SOUTHWEST ANGLE OF AN ENTRANCE
 CJ0532'LEFT (GATE 1) TO THE BRITISH PETROLEUM  CORPORATION. STATION IS A
 CJ0532'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE  ENTRANCE ROAD,
 CJ0532'179.0 FEET WEST NORTHWEST OF THE CENTER OF ROAD 98, 25.3 FEET  SOUTH
 CJ0532'SOUTHWEST OF THE CENTER OF THE ENTRANCE ROAD, 93.5 FEET WEST
 CJ0532'SOUTHWEST OF A METAL SECURITY LIGHT POLE, 2.5 FEET EAST SOUTHEAST OF
 CJ0532'THE BRICK  WALL. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0533 ***********************************************************************
 CJ0533  DESIGNATION -  8 081
 CJ0533  PID         -  CJ0533
 CJ0533  STATE/COUNTY-  SC/BERKELEY
 CJ0533  USGS QUAD   -  CAINHOY (1971)
 CJ0533
 CJ0533                         *CURRENT SURVEY CONTROL
 CJ0533  ___________________________________________________________________
 CJ0533* NAD 83(1986)-  32 58 53.     (N)    079 51 07.     (W)     SCALED    
 CJ0533* NAVD 88     -         9.631  (meters)      31.60   (feet)  ADJUSTED  
 CJ0533  ___________________________________________________________________
 CJ0533  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0533  DYNAMIC HT  -           9.620 (meters)      31.56  (feet)  COMP
 CJ0533  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 CJ0533
 CJ0533  VERT ORDER  -  FIRST     CLASS II
 CJ0533
 CJ0533.The horizontal coordinates were scaled from a topographic map and have
 CJ0533.an estimated accuracy of +/- 6 seconds.
 CJ0533
 CJ0533.The orthometric height was determined by differential leveling
 CJ0533.and adjusted by the National Geodetic Survey in June 1991..
 CJ0533
 CJ0533.The geoid height was determined by GEOID03.
 CJ0533
 CJ0533.The dynamic height is computed by dividing the NAVD 88
 CJ0533.geopotential number by the normal gravity value computed on the
 CJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0533.degrees latitude (g = 980.6199 gals.).
 CJ0533
 CJ0533.The modeled gravity was interpolated from observed gravity values.
 CJ0533
 CJ0533;                    North         East    Units  Estimated Accuracy
 CJ0533;SPC SC       -   127,920.      716,900.      MT  (+/- 180 meters Scaled)
 CJ0533
 CJ0533                          SUPERSEDED SURVEY CONTROL
 CJ0533
 CJ0533  NGVD 29 (03/21/89)    9.930  (m)           32.58   (f) ADJUSTED    1 2
 CJ0533
 CJ0533.Superseded values are not recommended for survey control.
 CJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0533.See file dsdata.txt to determine how the superseded data were derived.
 CJ0533
 CJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS072498(NAD 83)
 CJ0533_MARKER: DB = BENCH MARK DISK
 CJ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0533_SP_SET: CONCRETE POST
 CJ0533_STAMPING: VERT 8 081 1984
 CJ0533_MARK LOGO: SCGS  
 CJ0533_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0533
 CJ0533  HISTORY     - Date     Condition        Report By
 CJ0533  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0533
 CJ0533                          STATION DESCRIPTION
 CJ0533
 CJ0533'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0533'6.05 KM (3.75 MI) NW FROM CAINHOY.
 CJ0533'6.05 KILOMETERS (3.75 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-98
 CJ0533'FROM THE INTERSECTION OF COUNTY ROAD S-8-33 IN CAINHOY, SET IN THE
 CJ0533'WEST ANGLE OF OF THE INTERSECTION OF A GRASSY ROAD NEAR A STEEL GATE,
 CJ0533'15.7 METERS (51.8 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE COUNTY
 CJ0533'ROAD, 3.0 METERS (10.0 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER
 CJ0533'OF THE GRASSY ROAD, 2.6 METERS (8.8 FEET) EAST-SOUTHEAST OF A BLAZED
 CJ0533'10-INCH PINE TREE, 0.6 METER (2.0 FEET) NORTH-NORTHEAST OF A WIRE
 CJ0533'FENCE.
 CJ0533'THE MARK IS 0.60 METERS  NNE FROM A WITNESS POST.
 CJ0533'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0534 ***********************************************************************
 CJ0534  DESIGNATION -  8 082
 CJ0534  PID         -  CJ0534
 CJ0534  STATE/COUNTY-  SC/BERKELEY
 CJ0534  USGS QUAD   -  CAINHOY (1971)
 CJ0534
 CJ0534                         *CURRENT SURVEY CONTROL
 CJ0534  ___________________________________________________________________
 CJ0534* NAD 83(1986)-  32 59 39.     (N)    079 50 46.     (W)     SCALED    
 CJ0534* NAVD 88     -         5.000  (meters)      16.40   (feet)  ADJUSTED  
 CJ0534  ___________________________________________________________________
 CJ0534  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0534  DYNAMIC HT  -           4.995 (meters)      16.39  (feet)  COMP
 CJ0534  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 CJ0534
 CJ0534  VERT ORDER  -  FIRST     CLASS II
 CJ0534
 CJ0534.The horizontal coordinates were scaled from a topographic map and have
 CJ0534.an estimated accuracy of +/- 6 seconds.
 CJ0534
 CJ0534.The orthometric height was determined by differential leveling
 CJ0534.and adjusted by the National Geodetic Survey in June 1991..
 CJ0534
 CJ0534.The geoid height was determined by GEOID03.
 CJ0534
 CJ0534.The dynamic height is computed by dividing the NAVD 88
 CJ0534.geopotential number by the normal gravity value computed on the
 CJ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0534.degrees latitude (g = 980.6199 gals.).
 CJ0534
 CJ0534.The modeled gravity was interpolated from observed gravity values.
 CJ0534
 CJ0534;                    North         East    Units  Estimated Accuracy
 CJ0534;SPC SC       -   129,340.      717,430.      MT  (+/- 180 meters Scaled)
 CJ0534
 CJ0534                          SUPERSEDED SURVEY CONTROL
 CJ0534
 CJ0534  NGVD 29 (03/21/89)    5.300  (m)           17.39   (f) ADJUSTED    1 2
 CJ0534
 CJ0534.Superseded values are not recommended for survey control.
 CJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0534.See file dsdata.txt to determine how the superseded data were derived.
 CJ0534
 CJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS078512(NAD 83)
 CJ0534_MARKER: DB = BENCH MARK DISK
 CJ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0534_SP_SET: CONCRETE POST
 CJ0534_STAMPING: VERT 8 082 1984
 CJ0534_MARK LOGO: SCGS  
 CJ0534_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0534
 CJ0534  HISTORY     - Date     Condition        Report By
 CJ0534  HISTORY     - 1984     MONUMENTED       SCGS
 CJ0534
 CJ0534                          STATION DESCRIPTION
 CJ0534
 CJ0534'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0534'7.7 KM (4.8 MI) NNW FROM CAINHOY.
 CJ0534'7.7 KILOMETERS (4.8 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-98 FROM
 CJ0534'THE INTERSECTION OF COUNTY ROAD S-8-33 IN CAINHOY, SET NEAR A POWER
 CJ0534'POLE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-8-99,
 CJ0534'12.2 METERS (40.2 FEET) EAST OF THE CENTERLINE OF COUNTY ROAD S-8-98,
 CJ0534'11.1 METERS (36.7 FEET) NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD
 CJ0534'S-8-99, 21.8 METERS (71.9 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST
 CJ0534'CORNER OF A ONE-STORY HOUSE, 27.7 METERS (91.0 FEET) WEST OF THE
 CJ0534'APPROXIMATE CENTER OF A SAND DRIVE LEADING TO THE HOUSE, 1.0 METER
 CJ0534'(3.4 FEET) SOUTH-SOUTHEAST OF THE POWER POLE.
 CJ0534'THE MARK IS 0.60 M BELOW COUNTY ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1190 ***********************************************************************
 DD1190  DESIGNATION -  8 083
 DD1190  PID         -  DD1190
 DD1190  STATE/COUNTY-  SC/BERKELEY
 DD1190  USGS QUAD   -  HUGER (1971)
 DD1190
 DD1190                         *CURRENT SURVEY CONTROL
 DD1190  ___________________________________________________________________
 DD1190* NAD 83(1986)-  33 00 32.     (N)    079 50 59.     (W)     SCALED    
 DD1190* NAVD 88     -         8.241  (meters)      27.04   (feet)  ADJUSTED  
 DD1190  ___________________________________________________________________
 DD1190  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DD1190  DYNAMIC HT  -           8.232 (meters)      27.01  (feet)  COMP
 DD1190  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 DD1190
 DD1190  VERT ORDER  -  FIRST     CLASS II
 DD1190
 DD1190.The horizontal coordinates were scaled from a topographic map and have
 DD1190.an estimated accuracy of +/- 6 seconds.
 DD1190
 DD1190.The orthometric height was determined by differential leveling
 DD1190.and adjusted by the National Geodetic Survey in June 1991..
 DD1190
 DD1190.The geoid height was determined by GEOID03.
 DD1190
 DD1190.The dynamic height is computed by dividing the NAVD 88
 DD1190.geopotential number by the normal gravity value computed on the
 DD1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1190.degrees latitude (g = 980.6199 gals.).
 DD1190
 DD1190.The modeled gravity was interpolated from observed gravity values.
 DD1190
 DD1190;                    North         East    Units  Estimated Accuracy
 DD1190;SPC SC       -   130,970.      717,070.      MT  (+/- 180 meters Scaled)
 DD1190
 DD1190                          SUPERSEDED SURVEY CONTROL
 DD1190
 DD1190  NGVD 29 (03/21/89)    8.540  (m)           28.02   (f) ADJUSTED    1 2
 DD1190
 DD1190.Superseded values are not recommended for survey control.
 DD1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1190.See file dsdata.txt to determine how the superseded data were derived.
 DD1190
 DD1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS074528(NAD 83)
 DD1190_MARKER: DB = BENCH MARK DISK
 DD1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1190_SP_SET: CONCRETE POST
 DD1190_STAMPING: VERT 8 083 1984
 DD1190_MARK LOGO: SCGS  
 DD1190_PROJECTION: RECESSED 7 CENTIMETERS
 DD1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1190
 DD1190  HISTORY     - Date     Condition        Report By
 DD1190  HISTORY     - 1984     MONUMENTED       SCGS
 DD1190
 DD1190                          STATION DESCRIPTION
 DD1190
 DD1190'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1190'9.4 KM (5.85 MI) NW FROM CAINHOY.
 DD1190'9.4 KILOMETERS (5.85 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-98
 DD1190'FROM THE INTERSECTION OF COUNTY ROAD S-8-33 IN CAINHOY, SET NEAR A
 DD1190'POWER POLE IN FRONT OF A ONE-STORY WOOD HOUSE AT THE INTERSECTION OF
 DD1190'COUNTY ROAD S-8-770, 48.2 METERS (158.4 FEET) WEST-NORTHWEST OF THE
 DD1190'NORTHWEST CORNER OF A ONE-STORY BRICK HOUSE, 20.9 METERS (68.6 FEET)
 DD1190'SOUTHWEST OF THE NORTHWEST CORNER OF THE ONE-STORY WOOD HOUSE,
 DD1190'39.5 METERS (129.6 FEET) EAST OF THE CENTERLINE OF COUNTY ROAD S-8-98,
 DD1190'1.0 METER (3.5 FEET) NORTHWEST OF THE POWER POLE, 4.4 METERS (14.6
 DD1190'FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND DRIVE
 DD1190'LEADING TO THE BRICK HOUSE.
 DD1190'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1191 ***********************************************************************
 DD1191  DESIGNATION -  8 084
 DD1191  PID         -  DD1191
 DD1191  STATE/COUNTY-  SC/BERKELEY
 DD1191  USGS QUAD   -  HUGER (1971)
 DD1191
 DD1191                         *CURRENT SURVEY CONTROL
 DD1191  ___________________________________________________________________
 DD1191* NAD 83(1986)-  33 01 14.     (N)    079 51 11.     (W)     SCALED    
 DD1191* NAVD 88     -         8.880  (meters)      29.13   (feet)  ADJUSTED  
 DD1191  ___________________________________________________________________
 DD1191  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DD1191  DYNAMIC HT  -           8.870 (meters)      29.10  (feet)  COMP
 DD1191  MODELED GRAV-     979,553.5   (mgal)                       NAVD 88
 DD1191
 DD1191  VERT ORDER  -  FIRST     CLASS II
 DD1191
 DD1191.The horizontal coordinates were scaled from a topographic map and have
 DD1191.an estimated accuracy of +/- 6 seconds.
 DD1191
 DD1191.The orthometric height was determined by differential leveling
 DD1191.and adjusted by the National Geodetic Survey in June 1991..
 DD1191
 DD1191.The geoid height was determined by GEOID03.
 DD1191
 DD1191.The dynamic height is computed by dividing the NAVD 88
 DD1191.geopotential number by the normal gravity value computed on the
 DD1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1191.degrees latitude (g = 980.6199 gals.).
 DD1191
 DD1191.The modeled gravity was interpolated from observed gravity values.
 DD1191
 DD1191;                    North         East    Units  Estimated Accuracy
 DD1191;SPC SC       -   132,260.      716,740.      MT  (+/- 180 meters Scaled)
 DD1191
 DD1191                          SUPERSEDED SURVEY CONTROL
 DD1191
 DD1191  NGVD 29 (03/21/89)    9.180  (m)           30.12   (f) ADJUSTED    1 2
 DD1191
 DD1191.Superseded values are not recommended for survey control.
 DD1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1191.See file dsdata.txt to determine how the superseded data were derived.
 DD1191
 DD1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS071541(NAD 83)
 DD1191_MARKER: DB = BENCH MARK DISK
 DD1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1191_SP_SET: CONCRETE POST
 DD1191_STAMPING: VERT 8 084 1984
 DD1191_MARK LOGO: SCGS  
 DD1191_PROJECTION: RECESSED 7 CENTIMETERS
 DD1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1191
 DD1191  HISTORY     - Date     Condition        Report By
 DD1191  HISTORY     - 1984     MONUMENTED       SCGS
 DD1191
 DD1191                          STATION DESCRIPTION
 DD1191
 DD1191'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1191'10.9 KM (6.8 MI) NW FROM CAINHOY.
 DD1191'10.9 KILOMETERS (6.8 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-98
 DD1191'FROM THE INTERSECTION OF COUNTY ROAD S-8-33 IN CAINHOY, SET BETWEEN
 DD1191'THE TWO MAIN ENTRANCES TO THE CAINHOY ELEMENTARY SCHOOL, 42.2 METERS
 DD1191'(138.5 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE COUNTY ROAD,
 DD1191'24.5 METERS (80.8 FEET) EAST-SOUTHEAST OF A FLAG POLE, 13.6 METERS
 DD1191'(44.9 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE SOUTH
 DD1191'ENTRANCE DOORS, 2.0 METERS (6.6 FEET) WEST-SOUTHWEST OF THE WEST FACE
 DD1191'OF THE SCHOOL BUILDING.
 DD1191'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1192 ***********************************************************************
 DD1192  DESIGNATION -  8 085
 DD1192  PID         -  DD1192
 DD1192  STATE/COUNTY-  SC/BERKELEY
 DD1192  USGS QUAD   -  HUGER (1971)
 DD1192
 DD1192                         *CURRENT SURVEY CONTROL
 DD1192  ___________________________________________________________________
 DD1192* NAD 83(1986)-  33 01 52.     (N)    079 51 13.     (W)     SCALED    
 DD1192* NAVD 88     -         2.916  (meters)       9.57   (feet)  ADJUSTED  
 DD1192  ___________________________________________________________________
 DD1192  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD1192  DYNAMIC HT  -           2.913 (meters)       9.56  (feet)  COMP
 DD1192  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 DD1192
 DD1192  VERT ORDER  -  FIRST     CLASS II
 DD1192
 DD1192.The horizontal coordinates were scaled from a topographic map and have
 DD1192.an estimated accuracy of +/- 6 seconds.
 DD1192
 DD1192.The orthometric height was determined by differential leveling
 DD1192.and adjusted by the National Geodetic Survey in June 1991..
 DD1192
 DD1192.The geoid height was determined by GEOID03.
 DD1192
 DD1192.The dynamic height is computed by dividing the NAVD 88
 DD1192.geopotential number by the normal gravity value computed on the
 DD1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1192.degrees latitude (g = 980.6199 gals.).
 DD1192
 DD1192.The modeled gravity was interpolated from observed gravity values.
 DD1192
 DD1192;                    North         East    Units  Estimated Accuracy
 DD1192;SPC SC       -   133,430.      716,680.      MT  (+/- 180 meters Scaled)
 DD1192
 DD1192                          SUPERSEDED SURVEY CONTROL
 DD1192
 DD1192  NGVD 29 (03/21/89)    3.216  (m)           10.55   (f) ADJUSTED    1 2
 DD1192
 DD1192.Superseded values are not recommended for survey control.
 DD1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1192.See file dsdata.txt to determine how the superseded data were derived.
 DD1192
 DD1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS070553(NAD 83)
 DD1192_MARKER: DB = BENCH MARK DISK
 DD1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1192_SP_SET: CONCRETE POST
 DD1192_STAMPING: VERT 8 085 1984
 DD1192_MARK LOGO: SCGS  
 DD1192_PROJECTION: RECESSED 7 CENTIMETERS
 DD1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1192
 DD1192  HISTORY     - Date     Condition        Report By
 DD1192  HISTORY     - 1984     MONUMENTED       SCGS
 DD1192
 DD1192                          STATION DESCRIPTION
 DD1192
 DD1192'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1192'12.15 KM (7.55 MI) NW FROM CAINHOY.
 DD1192'12.15 KILOMETERS (7.55 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-98
 DD1192'FROM THE INTERSECTION OF COUNTY ROAD S-8-33 IN CAINHOY, SET NEAR A
 DD1192'POWER POLE IN FRONT OF A LARGE AND A SMALL CINDER BLOCK BUILDING,
 DD1192'11.9 METERS (39.3 FEET) WEST OF THE CENTERLINE OF THE COUNTY ROAD,
 DD1192'21.9 METERS (72.2 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DD1192'LARGE BUILDING, 21.2 METERS (69.5 FEET) EAST-NORTHEAST OF THE
 DD1192'NORTHEAST CORNER OF THE SMALL BUILDING, 18.9 METERS (62.0 FEET) SOUTH
 DD1192'OF THE APPROXIMATE CENTER OF THE NORTH ENTRANCE ROAD TO THE BUILDINGS,
 DD1192'20.1 METERS (66.0 FEET) NORTH OF THE APPROXIMATE CENTER OF THE SOUTH
 DD1192'ENTRANCE ROAD TO THE BUILDINGS, 3.2 METERS (10.4 FEET) SOUTHWEST OF
 DD1192'THE POWER POLE.
 DD1192'THE MARK IS 0.60 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1193 ***********************************************************************
 DD1193  DESIGNATION -  8 086
 DD1193  PID         -  DD1193
 DD1193  STATE/COUNTY-  SC/BERKELEY
 DD1193  USGS QUAD   -  HUGER (1971)
 DD1193
 DD1193                         *CURRENT SURVEY CONTROL
 DD1193  ___________________________________________________________________
 DD1193* NAD 83(1986)-  33 02 28.     (N)    079 51 15.     (W)     SCALED    
 DD1193* NAVD 88     -         9.451  (meters)      31.01   (feet)  ADJUSTED  
 DD1193  ___________________________________________________________________
 DD1193  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DD1193  DYNAMIC HT  -           9.441 (meters)      30.97  (feet)  COMP
 DD1193  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DD1193
 DD1193  VERT ORDER  -  FIRST     CLASS II
 DD1193
 DD1193.The horizontal coordinates were scaled from a topographic map and have
 DD1193.an estimated accuracy of +/- 6 seconds.
 DD1193
 DD1193.The orthometric height was determined by differential leveling
 DD1193.and adjusted by the National Geodetic Survey in June 1991..
 DD1193
 DD1193.The geoid height was determined by GEOID03.
 DD1193
 DD1193.The dynamic height is computed by dividing the NAVD 88
 DD1193.geopotential number by the normal gravity value computed on the
 DD1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1193.degrees latitude (g = 980.6199 gals.).
 DD1193
 DD1193.The modeled gravity was interpolated from observed gravity values.
 DD1193
 DD1193;                    North         East    Units  Estimated Accuracy
 DD1193;SPC SC       -   134,540.      716,610.      MT  (+/- 180 meters Scaled)
 DD1193
 DD1193                          SUPERSEDED SURVEY CONTROL
 DD1193
 DD1193  NGVD 29 (03/21/89)    9.751  (m)           31.99   (f) ADJUSTED    1 2
 DD1193
 DD1193.Superseded values are not recommended for survey control.
 DD1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1193.See file dsdata.txt to determine how the superseded data were derived.
 DD1193
 DD1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS069564(NAD 83)
 DD1193_MARKER: DB = BENCH MARK DISK
 DD1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1193_SP_SET: CONCRETE POST
 DD1193_STAMPING: VERT 8 086 1984
 DD1193_MARK LOGO: SCGS  
 DD1193_PROJECTION: RECESSED 7 CENTIMETERS
 DD1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1193
 DD1193  HISTORY     - Date     Condition        Report By
 DD1193  HISTORY     - 1984     MONUMENTED       SCGS
 DD1193
 DD1193                          STATION DESCRIPTION
 DD1193
 DD1193'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1193'7.7 KM (4.8 MI) SW FROM HUGER.
 DD1193'13.3 KILOMETERS (8.25 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-98
 DD1193'FROM THE INTERSECTION OF COUNTY ROAD S-8-33 IN CAINHOY, SET BETWEEN A
 DD1193'LONE 24-INCH PINE AND A POWER POLE IN FRONT OF A SMALL CHURCH AT THE
 DD1193'INTERSECTION OF A GRAVEL ROAD, ALSO MAY BE REACHED BY GOING 0.2
 DD1193'KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1193'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE
 DD1193'HIGHWAY 41, THENCE 8.6 KILOMETERS (5.35 MILES) SOUTHWEST ALONG COUNTY
 DD1193'ROAD S-8-98, 17.7 METERS (58.3 FEET) EAST-NORTHEAST OF THE CENTERLINE
 DD1193'OF THE COUNTY ROAD, 16.8 METERS (55.0 FEET) NORTH-NORTHWEST OF THE
 DD1193'APPROXIMATE CENTER OF THE GRAVEL ROAD, 6.9 METERS (22.9 FEET)
 DD1193'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 3.2 METERS (10.5
 DD1193'FEET) EAST-NORTHEAST OF THE LONE PINE TREE, 0.8 METER (2.5 FEET)
 DD1193'SOUTH-SOUTHEAST OF THE POWER POLE.
 DD1193'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1194 ***********************************************************************
 DD1194  DESIGNATION -  8 087
 DD1194  PID         -  DD1194
 DD1194  STATE/COUNTY-  SC/BERKELEY
 DD1194  USGS QUAD   -  HUGER (1971)
 DD1194
 DD1194                         *CURRENT SURVEY CONTROL
 DD1194  ___________________________________________________________________
 DD1194* NAD 83(1986)-  33 03 13.     (N)    079 51 30.     (W)     SCALED    
 DD1194* NAVD 88     -        11.619  (meters)      38.12   (feet)  ADJUSTED  
 DD1194  ___________________________________________________________________
 DD1194  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DD1194  DYNAMIC HT  -          11.606 (meters)      38.08  (feet)  COMP
 DD1194  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DD1194
 DD1194  VERT ORDER  -  FIRST     CLASS II
 DD1194
 DD1194.The horizontal coordinates were scaled from a topographic map and have
 DD1194.an estimated accuracy of +/- 6 seconds.
 DD1194
 DD1194.The orthometric height was determined by differential leveling
 DD1194.and adjusted by the National Geodetic Survey in June 1991..
 DD1194
 DD1194.The geoid height was determined by GEOID03.
 DD1194
 DD1194.The dynamic height is computed by dividing the NAVD 88
 DD1194.geopotential number by the normal gravity value computed on the
 DD1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1194.degrees latitude (g = 980.6199 gals.).
 DD1194
 DD1194.The modeled gravity was interpolated from observed gravity values.
 DD1194
 DD1194;                    North         East    Units  Estimated Accuracy
 DD1194;SPC SC       -   135,920.      716,210.      MT  (+/- 180 meters Scaled)
 DD1194
 DD1194                          SUPERSEDED SURVEY CONTROL
 DD1194
 DD1194  NGVD 29 (03/21/89)   11.919  (m)           39.10   (f) ADJUSTED    1 2
 DD1194
 DD1194.Superseded values are not recommended for survey control.
 DD1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1194.See file dsdata.txt to determine how the superseded data were derived.
 DD1194
 DD1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS065578(NAD 83)
 DD1194_MARKER: DB = BENCH MARK DISK
 DD1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1194_SP_SET: CONCRETE POST
 DD1194_STAMPING: VERT 8 087 1984
 DD1194_MARK LOGO: SCGS  
 DD1194_PROJECTION: RECESSED 7 CENTIMETERS
 DD1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1194
 DD1194  HISTORY     - Date     Condition        Report By
 DD1194  HISTORY     - 1984     MONUMENTED       SCGS
 DD1194
 DD1194                          STATION DESCRIPTION
 DD1194
 DD1194'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1194'7.2 KM (4.5 MI) SW FROM HUGER.
 DD1194'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1194'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE
 DD1194'HIGHWAY 41, THENCE 7.2 KILOMETERS (4.5 MILES) SOUTHWEST ALONG COUNTY
 DD1194'ROAD S-8-98, SET IN THE ANGLE OF THREE 6-FOOT HIGH BRICK PILLARS AT
 DD1194'THE SOUTH ENTRANCE ROAD TO THE BLESSING PLANTATION, JUST ACROSS FROM
 DD1194'THE ZION CHURCH, 16.5 METERS (54.3 FEET) WEST-NORTHWEST OF THE
 DD1194'CENTERLINE OF THE COUNTY ROAD, 3.5 METERS (11.5 FEET) SOUTH-SOUTHWEST
 DD1194'OF THE APPROXIMATE CENTER OF THE SOUTH ENTRANCE ROAD TO THE
 DD1194'PLANTATION, 1.8 METERS (6.3 FEET) SOUTH OF ONE OF THE THREE BRICK
 DD1194'PILLARS, 2.4 METERS (8.2 FEET) EAST-NORTHEAST OF ONE OF THE THREE
 DD1194'BRICK PILLARS, 2.3 METERS (7.8 FEET) NORTH OF ONE OF THREE BRICK
 DD1194'PILLARS.
 DD1194'THE MARK IS 0.30 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1197 ***********************************************************************
 DD1197  DESIGNATION -  8 088
 DD1197  PID         -  DD1197
 DD1197  STATE/COUNTY-  SC/BERKELEY
 DD1197  USGS QUAD   -  HUGER (1971)
 DD1197
 DD1197                         *CURRENT SURVEY CONTROL
 DD1197  ___________________________________________________________________
 DD1197* NAD 83(1986)-  33 03 44.     (N)    079 51 02.     (W)     SCALED    
 DD1197* NAVD 88     -        10.126  (meters)      33.22   (feet)  ADJUSTED  
 DD1197  ___________________________________________________________________
 DD1197  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DD1197  DYNAMIC HT  -          10.115 (meters)      33.19  (feet)  COMP
 DD1197  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 DD1197
 DD1197  VERT ORDER  -  FIRST     CLASS II
 DD1197
 DD1197.The horizontal coordinates were scaled from a topographic map and have
 DD1197.an estimated accuracy of +/- 6 seconds.
 DD1197
 DD1197.The orthometric height was determined by differential leveling
 DD1197.and adjusted by the National Geodetic Survey in June 1991..
 DD1197
 DD1197.The geoid height was determined by GEOID03.
 DD1197
 DD1197.The dynamic height is computed by dividing the NAVD 88
 DD1197.geopotential number by the normal gravity value computed on the
 DD1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1197.degrees latitude (g = 980.6199 gals.).
 DD1197
 DD1197.The modeled gravity was interpolated from observed gravity values.
 DD1197
 DD1197;                    North         East    Units  Estimated Accuracy
 DD1197;SPC SC       -   136,880.      716,930.      MT  (+/- 180 meters Scaled)
 DD1197
 DD1197                          SUPERSEDED SURVEY CONTROL
 DD1197
 DD1197  NGVD 29 (03/21/89)   10.426  (m)           34.21   (f) ADJUSTED    1 2
 DD1197
 DD1197.Superseded values are not recommended for survey control.
 DD1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1197.See file dsdata.txt to determine how the superseded data were derived.
 DD1197
 DD1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS073587(NAD 83)
 DD1197_MARKER: DB = BENCH MARK DISK
 DD1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1197_SP_SET: CONCRETE POST
 DD1197_STAMPING: VERT 8 088 1984
 DD1197_MARK LOGO: SCGS  
 DD1197_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1197
 DD1197  HISTORY     - Date     Condition        Report By
 DD1197  HISTORY     - 1984     MONUMENTED       SCGS
 DD1197
 DD1197                          STATION DESCRIPTION
 DD1197
 DD1197'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1197'6.05 KM (3.75 MI) SW FROM HUGER.
 DD1197'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1197'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE
 DD1197'HIGHWAY 41, THENCE 6.05 KILOMETERS (3.75 MILES) SOUTHWEST ALONG COUNTY
 DD1197'ROAD S-8-98, SET IN THE NORTHEAST ANGLE OF A SAND ROAD LEADING NORTH,
 DD1197'12.0 METERS (39.6 FEET) NORTHWEST OF THE CENTERLINE OF THE COUNTY
 DD1197'ROAD, 3.7 METERS (12.3 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF
 DD1197'THE SAND ROAD, 9.6 METERS (31.6 FEET) SOUTHWEST OF A BLAZED 48-INCH
 DD1197'PINE TREE, 1.3 METERS (4.4 FEET) SOUTHEAST OF A WIRE FENCE.
 DD1197'THE MARK IS 1.20 METERS  SE FROM A WITNESS POST.
 DD1197'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1198 ***********************************************************************
 DD1198  DESIGNATION -  8 089
 DD1198  PID         -  DD1198
 DD1198  STATE/COUNTY-  SC/BERKELEY
 DD1198  USGS QUAD   -  HUGER (1971)
 DD1198
 DD1198                         *CURRENT SURVEY CONTROL
 DD1198  ___________________________________________________________________
 DD1198* NAD 83(1986)-  33 04 30.     (N)    079 50 32.     (W)     SCALED    
 DD1198* NAVD 88     -         9.238  (meters)      30.31   (feet)  ADJUSTED  
 DD1198  ___________________________________________________________________
 DD1198  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DD1198  DYNAMIC HT  -           9.228 (meters)      30.28  (feet)  COMP
 DD1198  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DD1198
 DD1198  VERT ORDER  -  FIRST     CLASS II
 DD1198
 DD1198.The horizontal coordinates were scaled from a topographic map and have
 DD1198.an estimated accuracy of +/- 6 seconds.
 DD1198
 DD1198.The orthometric height was determined by differential leveling
 DD1198.and adjusted by the National Geodetic Survey in June 1991..
 DD1198
 DD1198.The geoid height was determined by GEOID03.
 DD1198
 DD1198.The dynamic height is computed by dividing the NAVD 88
 DD1198.geopotential number by the normal gravity value computed on the
 DD1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1198.degrees latitude (g = 980.6199 gals.).
 DD1198
 DD1198.The modeled gravity was interpolated from observed gravity values.
 DD1198
 DD1198;                    North         East    Units  Estimated Accuracy
 DD1198;SPC SC       -   138,310.      717,690.      MT  (+/- 180 meters Scaled)
 DD1198
 DD1198                          SUPERSEDED SURVEY CONTROL
 DD1198
 DD1198  NGVD 29 (03/21/89)    9.538  (m)           31.29   (f) ADJUSTED    1 2
 DD1198
 DD1198.Superseded values are not recommended for survey control.
 DD1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1198.See file dsdata.txt to determine how the superseded data were derived.
 DD1198
 DD1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS080601(NAD 83)
 DD1198_MARKER: DB = BENCH MARK DISK
 DD1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1198_SP_SET: CONCRETE POST
 DD1198_STAMPING: VERT 8 089 1984
 DD1198_MARK LOGO: SCGS  
 DD1198_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1198
 DD1198  HISTORY     - Date     Condition        Report By
 DD1198  HISTORY     - 1984     MONUMENTED       SCGS
 DD1198
 DD1198                          STATION DESCRIPTION
 DD1198
 DD1198'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1198'4.4 KM (2.75 MI) SW FROM HUGER.
 DD1198'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1198'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE
 DD1198'HIGHWAY 41, THENCE 4.4 KILOMETERS (2.75 MILES) SOUTHWEST ALONG COUNTY
 DD1198'ROAD S-8-98, SET NEAR A POWER POLE AND A BLAZED 16-INCH PINE TREE,
 DD1198'25.1 METERS (82.5 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A
 DD1198'SMALL TRACK ROAD, 8.8 METERS (29.0 FEET) EAST-SOUTHEAST OF THE
 DD1198'CENTERLINE OF THE COUNTY ROAD, 2.3 METERS (7.8 FEET) EAST-NORTHEAST OF
 DD1198'THE POWER POLE, 4.0 METERS (13.2 FEET) WEST-NORTHWEST OF THE BLAZED
 DD1198'PINE TREE.
 DD1198'THE MARK IS 1.20 METERS  NNE FROM A WITNESS POST.
 DD1198'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1200 ***********************************************************************
 DD1200  DESIGNATION -  8 090
 DD1200  PID         -  DD1200
 DD1200  STATE/COUNTY-  SC/BERKELEY
 DD1200  USGS QUAD   -  HUGER (1971)
 DD1200
 DD1200                         *CURRENT SURVEY CONTROL
 DD1200  ___________________________________________________________________
 DD1200* NAD 83(1986)-  33 05 07.     (N)    079 49 36.     (W)     SCALED    
 DD1200* NAVD 88     -        10.396  (meters)      34.11   (feet)  ADJUSTED  
 DD1200  ___________________________________________________________________
 DD1200  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DD1200  DYNAMIC HT  -          10.385 (meters)      34.07  (feet)  COMP
 DD1200  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 DD1200
 DD1200  VERT ORDER  -  FIRST     CLASS II
 DD1200
 DD1200.The horizontal coordinates were scaled from a topographic map and have
 DD1200.an estimated accuracy of +/- 6 seconds.
 DD1200
 DD1200.The orthometric height was determined by differential leveling
 DD1200.and adjusted by the National Geodetic Survey in June 1991..
 DD1200
 DD1200.The geoid height was determined by GEOID03.
 DD1200
 DD1200.The dynamic height is computed by dividing the NAVD 88
 DD1200.geopotential number by the normal gravity value computed on the
 DD1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1200.degrees latitude (g = 980.6199 gals.).
 DD1200
 DD1200.The modeled gravity was interpolated from observed gravity values.
 DD1200
 DD1200;                    North         East    Units  Estimated Accuracy
 DD1200;SPC SC       -   139,460.      719,130.      MT  (+/- 180 meters Scaled)
 DD1200
 DD1200                          SUPERSEDED SURVEY CONTROL
 DD1200
 DD1200  NGVD 29 (03/21/89)   10.696  (m)           35.09   (f) ADJUSTED    1 2
 DD1200
 DD1200.Superseded values are not recommended for survey control.
 DD1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1200.See file dsdata.txt to determine how the superseded data were derived.
 DD1200
 DD1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS095613(NAD 83)
 DD1200_MARKER: DB = BENCH MARK DISK
 DD1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1200_SP_SET: CONCRETE POST
 DD1200_STAMPING: VERT 8 090 1984
 DD1200_MARK LOGO: SCGS  
 DD1200_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1200
 DD1200  HISTORY     - Date     Condition        Report By
 DD1200  HISTORY     - 1984     MONUMENTED       SCGS
 DD1200
 DD1200                          STATION DESCRIPTION
 DD1200
 DD1200'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1200'2.6 KM (1.6 MI) SW FROM HUGER.
 DD1200'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1200'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE
 DD1200'HIGHWAY 41, THENCE 2.6 KILOMETERS (1.6 MILES) SOUTHWEST ALONG COUNTY
 DD1200'ROAD S-8-98, SET BETWEEN A BLAZED 10-INCH PINE TREE AND A BLAZED
 DD1200'12-INCH PINE TREE AT THE INTERSECTION OF A SAND ROAD, 8.8 METERS (29.0
 DD1200'FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 8.8 METERS
 DD1200'(29.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 DD1200'2.1 METERS (7.0 FEET) NORTH-NORTHEAST OF THE BLAZED 10-INCH PINE TREE,
 DD1200'3.7 METERS (12.4 FEET) WEST-SOUTHWEST OF THE BLAZED 12-INCH PINE TREE.
 DD1200'THE MARK IS 1.00 METERS  SSE FROM A WITNESS POST.
 DD1200'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1202 ***********************************************************************
 DD1202  DESIGNATION -  8 091
 DD1202  PID         -  DD1202
 DD1202  STATE/COUNTY-  SC/BERKELEY
 DD1202  USGS QUAD   -  HUGER (1971)
 DD1202
 DD1202                         *CURRENT SURVEY CONTROL
 DD1202  ___________________________________________________________________
 DD1202* NAD 83(1986)-  33 05 22.     (N)    079 48 59.     (W)     SCALED    
 DD1202* NAVD 88     -         8.742  (meters)      28.68   (feet)  ADJUSTED  
 DD1202  ___________________________________________________________________
 DD1202  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DD1202  DYNAMIC HT  -           8.733 (meters)      28.65  (feet)  COMP
 DD1202  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DD1202
 DD1202  VERT ORDER  -  FIRST     CLASS II
 DD1202
 DD1202.The horizontal coordinates were scaled from a topographic map and have
 DD1202.an estimated accuracy of +/- 6 seconds.
 DD1202
 DD1202.The orthometric height was determined by differential leveling
 DD1202.and adjusted by the National Geodetic Survey in June 1991..
 DD1202
 DD1202.The geoid height was determined by GEOID03.
 DD1202
 DD1202.The dynamic height is computed by dividing the NAVD 88
 DD1202.geopotential number by the normal gravity value computed on the
 DD1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1202.degrees latitude (g = 980.6199 gals.).
 DD1202
 DD1202.The modeled gravity was interpolated from observed gravity values.
 DD1202
 DD1202;                    North         East    Units  Estimated Accuracy
 DD1202;SPC SC       -   139,930.      720,080.      MT  (+/- 180 meters Scaled)
 DD1202
 DD1202                          SUPERSEDED SURVEY CONTROL
 DD1202
 DD1202  NGVD 29 (03/21/89)    9.043  (m)           29.67   (f) ADJUSTED    1 2
 DD1202
 DD1202.Superseded values are not recommended for survey control.
 DD1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1202.See file dsdata.txt to determine how the superseded data were derived.
 DD1202
 DD1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS104618(NAD 83)
 DD1202_MARKER: DB = BENCH MARK DISK
 DD1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1202_SP_SET: CONCRETE POST
 DD1202_STAMPING: VERT 8 091 1984
 DD1202_MARK LOGO: SCGS  
 DD1202_PROJECTION: RECESSED 7 CENTIMETERS
 DD1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1202
 DD1202  HISTORY     - Date     Condition        Report By
 DD1202  HISTORY     - 1984     MONUMENTED       SCGS
 DD1202
 DD1202                          STATION DESCRIPTION
 DD1202
 DD1202'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1202'1.4 KM (0.9 MI) SW FROM HUGER.
 DD1202'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1202'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE
 DD1202'HIGHWAY 41, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHWEST ALONG COUNTY
 DD1202'ROAD S-8-98, SET BEHIND A 5-FOOT HIGH SIGN IN FRONT OF THE NEW HOPE
 DD1202'METHODIST CHURCH, 11.4 METERS (37.5 FEET) SOUTH-SOUTHEAST OF THE
 DD1202'CENTERLINE OF THE COUNTY ROAD, 11.6 METERS (38.2 FEET) NORTH-NORTHEAST
 DD1202'OF THE NORTHWEST CORNER OF THE CHURCH, 6.7 METERS (22.3 FEET)
 DD1202'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH, 10.7 METERS
 DD1202'(35.3 FEET) WEST OF A LONE 18-INCH PINE TREE, 0.9 METER (3.0 FEET)
 DD1202'SOUTH-SOUTHEAST OF THE BRICK SIGN.
 DD1202'THE MARK IS 2.40 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1207 ***********************************************************************
 DD1207  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1207  DESIGNATION -  8 092
 DD1207  PID         -  DD1207
 DD1207  STATE/COUNTY-  SC/BERKELEY
 DD1207  USGS QUAD   -  HUGER (1971)
 DD1207
 DD1207                         *CURRENT SURVEY CONTROL
 DD1207  ___________________________________________________________________
 DD1207* NAD 83(1986)-  33 05 44.     (N)    079 48 17.     (W)     SCALED    
 DD1207* NAVD 88     -         6.274  (meters)      20.58   (feet)  ADJUSTED  
 DD1207  ___________________________________________________________________
 DD1207  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD1207  DYNAMIC HT  -           6.267 (meters)      20.56  (feet)  COMP
 DD1207  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DD1207
 DD1207  VERT ORDER  -  FIRST     CLASS II
 DD1207
 DD1207.The horizontal coordinates were scaled from a topographic map and have
 DD1207.an estimated accuracy of +/- 6 seconds.
 DD1207
 DD1207.The orthometric height was determined by differential leveling
 DD1207.and adjusted by the National Geodetic Survey in June 1991..
 DD1207
 DD1207.This Tidal Bench Mark is designated as VM 3992
 DD1207.by the Center for Operational Oceanographic Products and Services.
 DD1207
 DD1207.The geoid height was determined by GEOID03.
 DD1207
 DD1207.The dynamic height is computed by dividing the NAVD 88
 DD1207.geopotential number by the normal gravity value computed on the
 DD1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1207.degrees latitude (g = 980.6199 gals.).
 DD1207
 DD1207.The modeled gravity was interpolated from observed gravity values.
 DD1207
 DD1207;                    North         East    Units  Estimated Accuracy
 DD1207;SPC SC       -   140,620.      721,160.      MT  (+/- 180 meters Scaled)
 DD1207
 DD1207                          SUPERSEDED SURVEY CONTROL
 DD1207
 DD1207  NGVD 29 (03/21/89)    6.574  (m)           21.57   (f) ADJUSTED    1 2
 DD1207
 DD1207.Superseded values are not recommended for survey control.
 DD1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1207.See file dsdata.txt to determine how the superseded data were derived.
 DD1207
 DD1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS115625(NAD 83)
 DD1207_MARKER: DB = BENCH MARK DISK
 DD1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1207_SP_SET: CONCRETE POST
 DD1207_STAMPING: VERT 8 092 1984
 DD1207_MARK LOGO: SCGS  
 DD1207_PROJECTION: FLUSH
 DD1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1207
 DD1207  HISTORY     - Date     Condition        Report By
 DD1207  HISTORY     - 1984     MONUMENTED       SCGS
 DD1207
 DD1207                          STATION DESCRIPTION
 DD1207
 DD1207'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1207'IN HUGER.
 DD1207'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1207'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE
 DD1207'HIGHWAY 41, SET NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF THE
 DD1207'INTERSECTION OF COUNTY ROAD S-8-98, 48.3 METERS (158.6 FEET)
 DD1207'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 20.1 METERS
 DD1207'(66.2 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE STATE HIGHWAY,
 DD1207'7.5 METERS (24.7 FEET) SOUTH-SOUTHEAST OF A BLAZED 24-INCH PINE TREE,
 DD1207'1.8 METERS (6.3 FEET) NORTH-NORTHEAST OF THE POWER POLE.
 DD1207'THE MARK IS 0.50 METERS  ESE FROM A WITNESS POST.
 DD1207'THE MARK IS 0.60 M BELOW STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1208 ***********************************************************************
 DD1208  DESIGNATION -  8 093
 DD1208  PID         -  DD1208
 DD1208  STATE/COUNTY-  SC/BERKELEY
 DD1208  USGS QUAD   -  HUGER (1971)
 DD1208
 DD1208                         *CURRENT SURVEY CONTROL
 DD1208  ___________________________________________________________________
 DD1208* NAD 83(1986)-  33 06 17.     (N)    079 48 16.     (W)     SCALED    
 DD1208* NAVD 88     -         9.975  (meters)      32.73   (feet)  ADJUSTED  
 DD1208  ___________________________________________________________________
 DD1208  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DD1208  DYNAMIC HT  -           9.964 (meters)      32.69  (feet)  COMP
 DD1208  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DD1208
 DD1208  VERT ORDER  -  FIRST     CLASS II
 DD1208
 DD1208.The horizontal coordinates were scaled from a topographic map and have
 DD1208.an estimated accuracy of +/- 6 seconds.
 DD1208
 DD1208.The orthometric height was determined by differential leveling
 DD1208.and adjusted by the National Geodetic Survey in June 1991..
 DD1208
 DD1208.The geoid height was determined by GEOID03.
 DD1208
 DD1208.The dynamic height is computed by dividing the NAVD 88
 DD1208.geopotential number by the normal gravity value computed on the
 DD1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1208.degrees latitude (g = 980.6199 gals.).
 DD1208
 DD1208.The modeled gravity was interpolated from observed gravity values.
 DD1208
 DD1208;                    North         East    Units  Estimated Accuracy
 DD1208;SPC SC       -   141,640.      721,180.      MT  (+/- 180 meters Scaled)
 DD1208
 DD1208                          SUPERSEDED SURVEY CONTROL
 DD1208
 DD1208  NGVD 29 (03/21/89)   10.275  (m)           33.71   (f) ADJUSTED    1 2
 DD1208
 DD1208.Superseded values are not recommended for survey control.
 DD1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1208.See file dsdata.txt to determine how the superseded data were derived.
 DD1208
 DD1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS115635(NAD 83)
 DD1208_MARKER: DB = BENCH MARK DISK
 DD1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1208_SP_SET: CONCRETE POST
 DD1208_STAMPING: VERT 8 093 1984
 DD1208_MARK LOGO: SCGS  
 DD1208_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1208
 DD1208  HISTORY     - Date     Condition        Report By
 DD1208  HISTORY     - 1984     MONUMENTED       SCGS
 DD1208
 DD1208                          STATION DESCRIPTION
 DD1208
 DD1208'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1208'0.8 KM (0.5 MI) NORTH FROM HUGER.
 DD1208'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1208'OFFICE IN HUGER TO THE JUNCTION OF STATE HIGHWAY 402, CONTINUE 0.3
 DD1208'KILOMETER (0.2 MILE) NORTHERLY ALONG STATE HIGHWAY 402, SET IN THE
 DD1208'NORTHWEST ANGLE OF THE INTERSECTION OF A GRAVEL ROAD THAT CROSSES SOME
 DD1208'RAILROAD TRACKS, 13.7 METERS (45.0 FEET) WEST-NORTHWEST OF THE
 DD1208'CENTERLINE OF THE STATE HIGHWAY, 6.1 METERS (20.0 FEET) NORTH OF THE
 DD1208'APPROXIMATE CENTER OF THE GRAVEL ROAD, 5.3 METERS (17.8 FEET)
 DD1208'SOUTH-SOUTHWEST OF A BLAZED 24-INCH PINE TREE, 22.1 METERS (72.6 FEET)
 DD1208'EAST-SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACKS.
 DD1208'THE MARK IS 0.90 METERS  S FROM A WITNESS POST.
 DD1208'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1209 ***********************************************************************
 DD1209  DESIGNATION -  8 094
 DD1209  PID         -  DD1209
 DD1209  STATE/COUNTY-  SC/BERKELEY
 DD1209  USGS QUAD   -  HUGER (1971)
 DD1209
 DD1209                         *CURRENT SURVEY CONTROL
 DD1209  ___________________________________________________________________
 DD1209* NAD 83(1986)-  33 07 14.     (N)    079 48 14.     (W)     SCALED    
 DD1209* NAVD 88     -         8.669  (meters)      28.44   (feet)  ADJUSTED  
 DD1209  ___________________________________________________________________
 DD1209  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DD1209  DYNAMIC HT  -           8.660 (meters)      28.41  (feet)  COMP
 DD1209  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DD1209
 DD1209  VERT ORDER  -  FIRST     CLASS II
 DD1209
 DD1209.The horizontal coordinates were scaled from a topographic map and have
 DD1209.an estimated accuracy of +/- 6 seconds.
 DD1209
 DD1209.The orthometric height was determined by differential leveling
 DD1209.and adjusted by the National Geodetic Survey in June 1991..
 DD1209
 DD1209.The geoid height was determined by GEOID03.
 DD1209
 DD1209.The dynamic height is computed by dividing the NAVD 88
 DD1209.geopotential number by the normal gravity value computed on the
 DD1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1209.degrees latitude (g = 980.6199 gals.).
 DD1209
 DD1209.The modeled gravity was interpolated from observed gravity values.
 DD1209
 DD1209;                    North         East    Units  Estimated Accuracy
 DD1209;SPC SC       -   143,400.      721,210.      MT  (+/- 180 meters Scaled)
 DD1209
 DD1209                          SUPERSEDED SURVEY CONTROL
 DD1209
 DD1209  NGVD 29 (03/21/89)    8.969  (m)           29.43   (f) ADJUSTED    1 2
 DD1209
 DD1209.Superseded values are not recommended for survey control.
 DD1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1209.See file dsdata.txt to determine how the superseded data were derived.
 DD1209
 DD1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS115652(NAD 83)
 DD1209_MARKER: DB = BENCH MARK DISK
 DD1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1209_SP_SET: CONCRETE POST
 DD1209_STAMPING: VERT 8 094 1984
 DD1209_MARK LOGO: SCGS  
 DD1209_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1209
 DD1209  HISTORY     - Date     Condition        Report By
 DD1209  HISTORY     - 1984     MONUMENTED       SCGS
 DD1209
 DD1209                          STATION DESCRIPTION
 DD1209
 DD1209'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1209'2.6 KM (1.6 MI) NORTH FROM HUGER.
 DD1209'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1209'OFFICE IN HUGER TO THE JUNCTION OF STATE HIGHWAY 402, CONTINUE 2.1
 DD1209'KILOMETERS (1.3 MILES) NORTHERLY ALONG STATE HIGHWAY 402, SET NEAR A
 DD1209'BLAZED 10-INCH PINE TREE AT THE INTERSECTION OF A GRASSY ROAD,
 DD1209'16.3 METERS (53.6 FEET) EAST-NORTHEAST OF THE CENTERLINE OF STATE
 DD1209'HIGHWAY, 8.4 METERS (27.5 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 DD1209'CENTER OF THE GRASSY ROAD, 5.7 METERS (18.8 FEET) SOUTH-SOUTHWEST OF A
 DD1209'BLAZED 24-INCH PINE TREE, 1.7 METERS (5.8 FEET) WEST-SOUTHWEST OF THE
 DD1209'BLAZED 10-INCH PINE TREE.
 DD1209'THE MARK IS 0.50 METERS  S FROM A WITNESS POST.
 DD1209'THE MARK IS 0.60 M ABOVE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1210 ***********************************************************************
 DD1210  DESIGNATION -  8 095
 DD1210  PID         -  DD1210
 DD1210  STATE/COUNTY-  SC/BERKELEY
 DD1210  USGS QUAD   -  BETHERA (1948)
 DD1210
 DD1210                         *CURRENT SURVEY CONTROL
 DD1210  ___________________________________________________________________
 DD1210* NAD 83(1986)-  33 08 06.     (N)    079 48 42.     (W)     SCALED    
 DD1210* NAVD 88     -         3.420  (meters)      11.22   (feet)  ADJUSTED  
 DD1210  ___________________________________________________________________
 DD1210  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DD1210  DYNAMIC HT  -           3.417 (meters)      11.21  (feet)  COMP
 DD1210  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DD1210
 DD1210  VERT ORDER  -  FIRST     CLASS II
 DD1210
 DD1210.The horizontal coordinates were scaled from a topographic map and have
 DD1210.an estimated accuracy of +/- 6 seconds.
 DD1210
 DD1210.The orthometric height was determined by differential leveling
 DD1210.and adjusted by the National Geodetic Survey in June 1991..
 DD1210
 DD1210.The geoid height was determined by GEOID03.
 DD1210
 DD1210.The dynamic height is computed by dividing the NAVD 88
 DD1210.geopotential number by the normal gravity value computed on the
 DD1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1210.degrees latitude (g = 980.6199 gals.).
 DD1210
 DD1210.The modeled gravity was interpolated from observed gravity values.
 DD1210
 DD1210;                    North         East    Units  Estimated Accuracy
 DD1210;SPC SC       -   144,990.      720,460.      MT  (+/- 180 meters Scaled)
 DD1210
 DD1210                          SUPERSEDED SURVEY CONTROL
 DD1210
 DD1210  NGVD 29 (03/21/89)    3.721  (m)           12.21   (f) ADJUSTED    1 2
 DD1210
 DD1210.Superseded values are not recommended for survey control.
 DD1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1210.See file dsdata.txt to determine how the superseded data were derived.
 DD1210
 DD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS108668(NAD 83)
 DD1210_MARKER: DB = BENCH MARK DISK
 DD1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1210_SP_SET: CONCRETE POST
 DD1210_STAMPING: VERT 8 095 1984
 DD1210_MARK LOGO: SCGS  
 DD1210_PROJECTION: FLUSH
 DD1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1210
 DD1210  HISTORY     - Date     Condition        Report By
 DD1210  HISTORY     - 1984     MONUMENTED       SCGS
 DD1210
 DD1210                          STATION DESCRIPTION
 DD1210
 DD1210'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1210'3.5 KM (2.2 MI) SE FROM WITHERBEE.
 DD1210'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1210'OFFICE IN HUGER TO THE JUNCTION OF STATE HIGHWAY 402, CONTINUE 3.9
 DD1210'KILOMETERS (2.4 MILES) NORTHERLY ALONG STATE HIGHWAY 402, SET BETWEEN
 DD1210'A BLAZED 12-INCH PINE TREE AND A BLAZED 24-INCH PINE TREE AT A ROAD
 DD1210'SIDE REST AREA, 52.4 METERS (172.0 FEET) NORTH-NORTHEAST OF THE
 DD1210'NORTHEAST CORNER OF A CINDER BLOCK BUILDING (RESTROOMS), 12.7 METERS
 DD1210'(41.8 FEET) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 402,
 DD1210'1.5 METERS (5.0 FEET) NORTHWEST OF THE BLAZED 12-INCH PINE TREE,
 DD1210'1.4 METERS (4.8 FEET) SOUTH-SOUTHEAST OF THE BLAZED 24-INCH PINE TREE.
 DD1210'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1215 ***********************************************************************
 DD1215  DESIGNATION -  8 096
 DD1215  PID         -  DD1215
 DD1215  STATE/COUNTY-  SC/BERKELEY
 DD1215  USGS QUAD   -  BETHERA (1948)
 DD1215
 DD1215                         *CURRENT SURVEY CONTROL
 DD1215  ___________________________________________________________________
 DD1215* NAD 83(1986)-  33 07 54.     (N)    079 49 43.     (W)     SCALED    
 DD1215* NAVD 88     -         4.818  (meters)      15.81   (feet)  ADJUSTED  
 DD1215  ___________________________________________________________________
 DD1215  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DD1215  DYNAMIC HT  -           4.813 (meters)      15.79  (feet)  COMP
 DD1215  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 DD1215
 DD1215  VERT ORDER  -  FIRST     CLASS II
 DD1215
 DD1215.The horizontal coordinates were scaled from a topographic map and have
 DD1215.an estimated accuracy of +/- 6 seconds.
 DD1215
 DD1215.The orthometric height was determined by differential leveling
 DD1215.and adjusted by the National Geodetic Survey in June 1991..
 DD1215
 DD1215.The geoid height was determined by GEOID03.
 DD1215
 DD1215.The dynamic height is computed by dividing the NAVD 88
 DD1215.geopotential number by the normal gravity value computed on the
 DD1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1215.degrees latitude (g = 980.6199 gals.).
 DD1215
 DD1215.The modeled gravity was interpolated from observed gravity values.
 DD1215
 DD1215;                    North         East    Units  Estimated Accuracy
 DD1215;SPC SC       -   144,600.      718,890.      MT  (+/- 180 meters Scaled)
 DD1215
 DD1215                          SUPERSEDED SURVEY CONTROL
 DD1215
 DD1215  NGVD 29 (03/21/89)    5.119  (m)           16.79   (f) ADJUSTED    1 2
 DD1215
 DD1215.Superseded values are not recommended for survey control.
 DD1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1215.See file dsdata.txt to determine how the superseded data were derived.
 DD1215
 DD1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS092664(NAD 83)
 DD1215_MARKER: DB = BENCH MARK DISK
 DD1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1215_SP_SET: CONCRETE POST
 DD1215_STAMPING: VERT 8 096 1984
 DD1215_MARK LOGO: SCGS  
 DD1215_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1215
 DD1215  HISTORY     - Date     Condition        Report By
 DD1215  HISTORY     - 1984     MONUMENTED       SCGS
 DD1215
 DD1215                          STATION DESCRIPTION
 DD1215
 DD1215'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1215'3.4 KM (2.1 MI) SW FROM WITHERBEE.
 DD1215'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1215'OFFICE IN HUGER TO THE JUNCTION OF STATE HIGHWAY 402, CONTINUE 5.55
 DD1215'KILOMETERS (3.45 MILES) NORTHERLY ALONG STATE HIGHWAY 402, SET NEAR A
 DD1215'POWER POLE AT THE CROSSING OF RAILROAD TRACKS, 12.7 METERS (41.6 FEET)
 DD1215'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE STATE HIGHWAY, 21.9 METERS
 DD1215'(72.0 FEET) EAST-NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS,
 DD1215'34.1 METERS (112.0 FEET) EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX,
 DD1215'1.4 METERS (4.5 FEET) WEST-SOUTHWEST OF THE POWER POLE.
 DD1215'THE MARK IS 0.50 METERS  SSE FROM A WITNESS POST.
 DD1215'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1216 ***********************************************************************
 DD1216  DESIGNATION -  8 097
 DD1216  PID         -  DD1216
 DD1216  STATE/COUNTY-  SC/BERKELEY
 DD1216  USGS QUAD   -  HUGER (1971)
 DD1216
 DD1216                         *CURRENT SURVEY CONTROL
 DD1216  ___________________________________________________________________
 DD1216* NAD 83(1986)-  33 07 27.     (N)    079 50 33.     (W)     SCALED    
 DD1216* NAVD 88     -        10.108  (meters)      33.16   (feet)  ADJUSTED  
 DD1216  ___________________________________________________________________
 DD1216  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DD1216  DYNAMIC HT  -          10.097 (meters)      33.13  (feet)  COMP
 DD1216  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DD1216
 DD1216  VERT ORDER  -  FIRST     CLASS II
 DD1216
 DD1216.The horizontal coordinates were scaled from a topographic map and have
 DD1216.an estimated accuracy of +/- 6 seconds.
 DD1216
 DD1216.The orthometric height was determined by differential leveling
 DD1216.and adjusted by the National Geodetic Survey in June 1991..
 DD1216
 DD1216.The geoid height was determined by GEOID03.
 DD1216
 DD1216.The dynamic height is computed by dividing the NAVD 88
 DD1216.geopotential number by the normal gravity value computed on the
 DD1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1216.degrees latitude (g = 980.6199 gals.).
 DD1216
 DD1216.The modeled gravity was interpolated from observed gravity values.
 DD1216
 DD1216;                    North         East    Units  Estimated Accuracy
 DD1216;SPC SC       -   143,760.      717,600.      MT  (+/- 180 meters Scaled)
 DD1216
 DD1216                          SUPERSEDED SURVEY CONTROL
 DD1216
 DD1216  NGVD 29 (03/21/89)   10.409  (m)           34.15   (f) ADJUSTED    1 2
 DD1216
 DD1216.Superseded values are not recommended for survey control.
 DD1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1216.See file dsdata.txt to determine how the superseded data were derived.
 DD1216
 DD1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS079656(NAD 83)
 DD1216_MARKER: DB = BENCH MARK DISK
 DD1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1216_SP_SET: CONCRETE POST
 DD1216_STAMPING: VERT 8 097 1984
 DD1216_MARK LOGO: SCGS  
 DD1216_PROJECTION: FLUSH
 DD1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1216
 DD1216  HISTORY     - Date     Condition        Report By
 DD1216  HISTORY     - 1984     MONUMENTED       SCGS
 DD1216
 DD1216                          STATION DESCRIPTION
 DD1216
 DD1216'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1216'4.8 KM (3.0 MI) SW FROM WITHERBEE.
 DD1216'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1216'OFFICE IN HUGER TO THE JUNCTION OF STATE HIGHWAY 402, CONTINUE 7.2
 DD1216'KILOMETERS (4.5 MILES) NORTHERLY ALONG STATE HIGHWAY 402, SET NEAR A
 DD1216'SMALL CEMETARY NEAR A POWER POLE WITH A GUY WIRE AND TRANSFORMER IN
 DD1216'FRONT OF THE NEW IRVING CHAPEL A.M.E. CHURCH, 96.9 METERS (318.0 FEET)
 DD1216'SOUTH OF THE CENTERLINE OF THE STATE HIGHWAY, 26.7 METERS (87.5 FEET)
 DD1216'EAST OF THE APPROXIMATE CENTER OF THE SAND ROAD LEADING TO THE CHURCH,
 DD1216'2.7 METERS (9.0 FEET) WEST OF THE APPROXIMATE CENTER OF A DIM ROAD
 DD1216'THROUGH THE CENTER OF THE CEMETARY, 37.0 METERS (121.6 FEET)
 DD1216'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH, 0.6 METER (2.0
 DD1216'FEET) NORTH-NORTHEAST OF THE POWER POLE.
 DD1216'THE MARK IS 0.55 METERS  NNE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1217 ***********************************************************************
 DD1217  DESIGNATION -  8 098
 DD1217  PID         -  DD1217
 DD1217  STATE/COUNTY-  SC/BERKELEY
 DD1217  USGS QUAD   -  HUGER (1971)
 DD1217
 DD1217                         *CURRENT SURVEY CONTROL
 DD1217  ___________________________________________________________________
 DD1217* NAD 83(1986)-  33 07 16.     (N)    079 51 40.     (W)     SCALED    
 DD1217* NAVD 88     -         9.696  (meters)      31.81   (feet)  ADJUSTED  
 DD1217  ___________________________________________________________________
 DD1217  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DD1217  DYNAMIC HT  -           9.685 (meters)      31.77  (feet)  COMP
 DD1217  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 DD1217
 DD1217  VERT ORDER  -  FIRST     CLASS II
 DD1217
 DD1217.The horizontal coordinates were scaled from a topographic map and have
 DD1217.an estimated accuracy of +/- 6 seconds.
 DD1217
 DD1217.The orthometric height was determined by differential leveling
 DD1217.and adjusted by the National Geodetic Survey in June 1991..
 DD1217
 DD1217.The geoid height was determined by GEOID03.
 DD1217
 DD1217.The dynamic height is computed by dividing the NAVD 88
 DD1217.geopotential number by the normal gravity value computed on the
 DD1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1217.degrees latitude (g = 980.6199 gals.).
 DD1217
 DD1217.The modeled gravity was interpolated from observed gravity values.
 DD1217
 DD1217;                    North         East    Units  Estimated Accuracy
 DD1217;SPC SC       -   143,400.      715,870.      MT  (+/- 180 meters Scaled)
 DD1217
 DD1217                          SUPERSEDED SURVEY CONTROL
 DD1217
 DD1217  NGVD 29 (03/21/89)    9.996  (m)           32.80   (f) ADJUSTED    1 2
 DD1217
 DD1217.Superseded values are not recommended for survey control.
 DD1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1217.See file dsdata.txt to determine how the superseded data were derived.
 DD1217
 DD1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS062652(NAD 83)
 DD1217_MARKER: DB = BENCH MARK DISK
 DD1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1217_SP_SET: CONCRETE POST
 DD1217_STAMPING: VERT 8 098 1984
 DD1217_MARK LOGO: SCGS  
 DD1217_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1217
 DD1217  HISTORY     - Date     Condition        Report By
 DD1217  HISTORY     - 1984     MONUMENTED       SCGS
 DD1217
 DD1217                          STATION DESCRIPTION
 DD1217
 DD1217'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1217'2.9 KM (1.8 MI) SE FROM CORDESVILLE.
 DD1217'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1217'OFFICE IN HUGER TO THE JUNCTION OF STATE HIGHWAY 402, CONTINUE 9.1
 DD1217'KILOMETERS (5.65 MILES) NORTHERLY ALONG STATE HIGHWAY 402, SET IN THE
 DD1217'NORTHWEST ANGLE OF THE INTERSECTION OF A GRAVEL ROAD LEADING TO THE
 DD1217'MIDWAY PLANTATION, ALSO MAY BE REACHED BY GOING 2.8 KILOMETERS (1.75
 DD1217'MILES) SOUTHEASTERLY ALONG STATE HIGHWAY 402 FROM THE POST OFFICE IN
 DD1217'CORDESVILLE, 15.4 METERS (50.5 FEET) NORTH OF THE CENTERLINE OF THE
 DD1217'STATE HIGHWAY, 6.4 METERS (21.0 FEET) WEST-SOUTHWEST OF THE
 DD1217'APPROXIMATE CENTER OF THE GRAVEL ROAD, 23.9 METERS (78.8 FEET)
 DD1217'WEST-NORTHWEST OF POWER POLE NUMBER 7X153, 2.1 METERS (7.0 FEET)
 DD1217'SOUTHEAST OF A 12-INCH BLAZED PINE TREE.
 DD1217'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 DD1217'THE MARK IS 0.60 M BELOW STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1218 ***********************************************************************
 DD1218  DESIGNATION -  8 099
 DD1218  PID         -  DD1218
 DD1218  STATE/COUNTY-  SC/BERKELEY
 DD1218  USGS QUAD   -  HUGER (1971)
 DD1218
 DD1218                         *CURRENT SURVEY CONTROL
 DD1218  ___________________________________________________________________
 DD1218* NAD 83(1986)-  33 07 18.     (N)    079 52 23.     (W)     SCALED    
 DD1218* NAVD 88     -        12.139  (meters)      39.83   (feet)  ADJUSTED  
 DD1218  ___________________________________________________________________
 DD1218  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DD1218  DYNAMIC HT  -          12.126 (meters)      39.78  (feet)  COMP
 DD1218  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DD1218
 DD1218  VERT ORDER  -  FIRST     CLASS II
 DD1218
 DD1218.The horizontal coordinates were scaled from a topographic map and have
 DD1218.an estimated accuracy of +/- 6 seconds.
 DD1218
 DD1218.The orthometric height was determined by differential leveling
 DD1218.and adjusted by the National Geodetic Survey in June 1991..
 DD1218
 DD1218.The geoid height was determined by GEOID03.
 DD1218
 DD1218.The dynamic height is computed by dividing the NAVD 88
 DD1218.geopotential number by the normal gravity value computed on the
 DD1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1218.degrees latitude (g = 980.6199 gals.).
 DD1218
 DD1218.The modeled gravity was interpolated from observed gravity values.
 DD1218
 DD1218;                    North         East    Units  Estimated Accuracy
 DD1218;SPC SC       -   143,450.      714,750.      MT  (+/- 180 meters Scaled)
 DD1218
 DD1218                          SUPERSEDED SURVEY CONTROL
 DD1218
 DD1218  NGVD 29 (03/21/89)   12.440  (m)           40.81   (f) ADJUSTED    1 2
 DD1218
 DD1218.Superseded values are not recommended for survey control.
 DD1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1218.See file dsdata.txt to determine how the superseded data were derived.
 DD1218
 DD1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS051653(NAD 83)
 DD1218_MARKER: DD = SURVEY DISK
 DD1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1218_SP_SET: CONCRETE POST
 DD1218_STAMPING: VERT 8 099 1984
 DD1218_MARK LOGO: SCGS  
 DD1218_PROJECTION: FLUSH
 DD1218_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1218+STABILITY: SURFACE MOTION
 DD1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1218+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1993
 DD1218
 DD1218  HISTORY     - Date     Condition        Report By
 DD1218  HISTORY     - 1984     MONUMENTED       SCGS
 DD1218  HISTORY     - 19931109 GOOD             SCGS
 DD1218
 DD1218                          STATION DESCRIPTION
 DD1218
 DD1218'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1218'1.85 KM (1.15 MI) SE FROM CORDESVILLE.
 DD1218'1.85 KILOMETERS (1.15 MILES) SOUTHEASTERLY ALONG STATE HIGHWAY 402
 DD1218'FROM THE POST OFFICE IN CORDESVILLE, SET NEAR A POWER POLE IN THE
 DD1218'SOUTHEAST ANGLE OF THE ENTRANCE ROAD TO THE RICHMOND PLANTATION GIRL
 DD1218'SCOUT CAMP, 14.2 METERS (46.9 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE
 DD1218'OF THE STATE HIGHWAY, 9.4 METERS (31.0 FEET) EAST-NORTHEAST OF THE
 DD1218'APPROXIMATE CENTER OF THE ENTRANCE ROAD, 16.8 METERS (55.0 FEET)
 DD1218'NORTHEAST OF A 10-INCH DOUBLE TRUNK OAK TREE, 2.7 METERS (9.2 FEET)
 DD1218'SOUTHWEST OF THE POWER POLE.
 DD1218'THE MARK IS 0.60 METERS  WNW FROM A WITNESS POST.
 DD1218'THE MARK IS 0.60 M BELOW STATE HIGHWAY.
 DD1218
 DD1218                          STATION RECOVERY (1993)
 DD1218
 DD1218'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 DD1218'STATION IS LOCATED 9.5 MILES (15.3 KM) SOUTHEAST OF MONCKS CORNER, 4.3
 DD1218'MILES (6.9 KM) WEST NORTHWEST OF HUGER. OWNERSHIP--SCDOT, DIRECTOR OF
 DD1218'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DD1218'TO REACH THE STATION FROM THE FORK JUNCTION OF U.S. HIGHWAYS 52 AND 17
 DD1218'ALTERNATE, 3.3 MILES (5.3 KM) NORTHEAST OF MONCKS CORNER, GO SOUTHWEST
 DD1218'ON HIGHWAYS 52 AND 17 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE
 DD1218'HIGHWAY 402, TURN LEFT ON HIGHWAY 402 FOR 0.25 MILE (0.40 KM) TO A
 DD1218'PAVED ROAD LEFT (DEAD END) AND HIGHWAY 402 RIGHT, TURN RIGHT ON
 DD1218'HIGHWAY 402 FOR 7.75 MILES (12.47 KM) TO THE 2ND JUNCTION OF STATE
 DD1218'ROAD 376 (SAWMILL ROAD), CONTINUE ON HIGHWAY 402 FOR 1.15 MILES (1.85
 DD1218'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE SOUTHEAST
 DD1218'ANGLE OF A SAND ROAD ENTRANCE TO GIRL SCOUT PLANTATION (THREE MILE
 DD1218'ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 DD1218'(0.3 M) BELOW THE HIGHWAY, 46.2 FEET (14.1 M) SOUTH SOUTHWEST OF THE
 DD1218'CENTER OF THE HIGHWAY, 31.5 FEET (9.6 M) EAST NORTHEAST OF THE CENTER
 DD1218'OF THE ROAD, 8.2 FEET (2.5 M) SOUTHWEST OF THE POWER POLE WITH A
 DD1218'TRANSFORMER, 18.5 FEET (5.6 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION
 DD1218'BOX NUMBER 11000/83, 195.7 FEET (59.6 M) NORTH NORTHWEST OF THE EAST
 DD1218'GATE POST FOR A GATE ACROSS THE ROAD, 8.2 FEET (2.5 M) SOUTHWEST OF A
 DD1218'WITNESS POST. RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1185 ***********************************************************************
 DD1185  DESIGNATION -  8 100
 DD1185  PID         -  DD1185
 DD1185  STATE/COUNTY-  SC/BERKELEY
 DD1185  USGS QUAD   -  CORDESVILLE (1979)
 DD1185
 DD1185                         *CURRENT SURVEY CONTROL
 DD1185  ___________________________________________________________________
 DD1185* NAD 83(1986)-  33 07 55.     (N)    079 52 59.     (W)     SCALED    
 DD1185* NAVD 88     -        16.341  (meters)      53.61   (feet)  ADJUSTED  
 DD1185  ___________________________________________________________________
 DD1185  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DD1185  DYNAMIC HT  -          16.323 (meters)      53.55  (feet)  COMP
 DD1185  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 DD1185
 DD1185  VERT ORDER  -  FIRST     CLASS II
 DD1185
 DD1185.The horizontal coordinates were scaled from a topographic map and have
 DD1185.an estimated accuracy of +/- 6 seconds.
 DD1185
 DD1185.The orthometric height was determined by differential leveling
 DD1185.and adjusted by the National Geodetic Survey in June 1991..
 DD1185
 DD1185.The geoid height was determined by GEOID03.
 DD1185
 DD1185.The dynamic height is computed by dividing the NAVD 88
 DD1185.geopotential number by the normal gravity value computed on the
 DD1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1185.degrees latitude (g = 980.6199 gals.).
 DD1185
 DD1185.The modeled gravity was interpolated from observed gravity values.
 DD1185
 DD1185;                    North         East    Units  Estimated Accuracy
 DD1185;SPC SC       -   144,580.      713,810.      MT  (+/- 180 meters Scaled)
 DD1185
 DD1185                          SUPERSEDED SURVEY CONTROL
 DD1185
 DD1185  NGVD 29 (03/21/89)   16.641  (m)           54.60   (f) ADJUSTED    1 2
 DD1185
 DD1185.Superseded values are not recommended for survey control.
 DD1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1185.See file dsdata.txt to determine how the superseded data were derived.
 DD1185
 DD1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS041664(NAD 83)
 DD1185_MARKER: DD = SURVEY DISK
 DD1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1185_SP_SET: CONCRETE POST
 DD1185_STAMPING: VERT 8 100 1984
 DD1185_MARK LOGO: SCGS  
 DD1185_PROJECTION: FLUSH
 DD1185_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1185+STABILITY: SURFACE MOTION
 DD1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1185+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1993
 DD1185
 DD1185  HISTORY     - Date     Condition        Report By
 DD1185  HISTORY     - 1984     MONUMENTED       SCGS
 DD1185  HISTORY     - 19931109 GOOD             SCGS
 DD1185
 DD1185                          STATION DESCRIPTION
 DD1185
 DD1185'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1185'IN CORDESVILLE.
 DD1185'0.3 KILOMETER (0.2 MILE) SOUTHEASTERLY ALONG STATE HIGHWAY 402 FROM
 DD1185'THE POST OFFICE IN CORDESVILLE, SET NEAR A POWER POLE WITH TELEPHONE
 DD1185'JUNCTION BOX ATTACHED AT A RAILROAD CROSSING, 20.1 METERS (66.2 FEET)
 DD1185'NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD TRACKS, 10.2 METERS
 DD1185'(33.5 FEET) NORTHEAST OF THE CENTERLINE OF THE STATE HIGHWAY,
 DD1185'24.8 METERS (81.7 FEET) EAST-NORTHEAST OF THE NORTH CORNER OF AN OLD
 DD1185'ABANDONED STORE (NOW USED FOR STORAGE), 1.8 METERS (6.2 FEET)
 DD1185'NORTH-NORTHWEST OF POWER POLE NUMBER AA27, 2.6 METERS (8.9 FEET)
 DD1185'SOUTHEAST OF A 38-INCH DOUBLE TRUNK OAK TREE.
 DD1185'THE MARK IS 0.90 METERS  SSW FROM A WITNESS POST.
 DD1185'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY.
 DD1185
 DD1185                          STATION RECOVERY (1993)
 DD1185
 DD1185'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 DD1185'STATION IS LOCATED 8.75 MILES (14.08 KM) SOUTHEAST OF MONCKS CORNER,
 DD1185'5.2 MILES (8.4 KM) WEST NORTHWEST OF HUGER.  OWNERSHIP--SCDOT,
 DD1185'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1185'803-737-1350.  TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD1185'HIGHWAYS 52 AND 17 ALTERNATE, 3.3 MILES (5.3 KM) NORTHEAST OF MONCKS
 DD1185'CORNER, GO SOUTHWEST ON HIGHWAYS 52 AND 17 FOR 0.2 MILE (0.3 KM) TO
 DD1185'THE JUNCTION OF STATE HIGHWAY 402, TURN LEFT ON HIGHWAY 402 FOR 0.25
 DD1185'MILE (0.40 KM) TO A PAVED ROAD LEFT (DEAD END) AND HIGHWAY 402 RIGHT,
 DD1185'TURN RIGHT ON HIGHWAY 402 FOR 7.75 MILES (12.47 KM) TO THE 2ND
 DD1185'JUNCTION OF STATE ROAD 376 (SAWMILL ROAD) , CONTINUE ON HIGHWAY 402
 DD1185'FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE
 DD1185'IN THE NORTH ANGLE OF A RAILROAD CROSSING.  STATION IS A CONCRETE POST
 DD1185'RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY,
 DD1185'32.8 FEET (10.0 M) NORTHEAST OF THE CENTER OF THE HIGHWAY, 65.8 FEET
 DD1185'(20.1 M) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 7.5 FEET (2.3
 DD1185'M) NORTH NORTHWEST OF THE POWER POLE WITH TWO GUY WIRES AND A
 DD1185'TRANSFORMER, 80.0 FEET (24.4 M) NORTHEAST OF THE EAST CORNER OF A
 DD1185'SMALL STORE (COUNTRY STORE) , 71.0 FEET (21.6 M) NORTH OF THE
 DD1185'NORTHWEST END OF A 1.8-FOOT IRON PIPE CULVERT BENEATH THE TRACKS, 6.5
 DD1185'FEET (2.0 M) NORTH OF A WITNESS POST AT A TELEPHONE JUNCTION BOX
 DD1185'NUMBER 1300/93.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1180 ***********************************************************************
 DD1180  DESIGNATION -  8 101
 DD1180  PID         -  DD1180
 DD1180  STATE/COUNTY-  SC/BERKELEY
 DD1180  USGS QUAD   -  BETHERA (1948)
 DD1180
 DD1180                         *CURRENT SURVEY CONTROL
 DD1180  ___________________________________________________________________
 DD1180* NAD 83(1986)-  33 08 45.     (N)    079 52 21.     (W)     SCALED    
 DD1180* NAVD 88     -        16.995  (meters)      55.76   (feet)  ADJUSTED  
 DD1180  ___________________________________________________________________
 DD1180  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DD1180  DYNAMIC HT  -          16.977 (meters)      55.70  (feet)  COMP
 DD1180  MODELED GRAV-     979,571.6   (mgal)                       NAVD 88
 DD1180
 DD1180  VERT ORDER  -  FIRST     CLASS II
 DD1180
 DD1180.The horizontal coordinates were scaled from a topographic map and have
 DD1180.an estimated accuracy of +/- 6 seconds.
 DD1180
 DD1180.The orthometric height was determined by differential leveling
 DD1180.and adjusted by the National Geodetic Survey in June 1991..
 DD1180
 DD1180.The geoid height was determined by GEOID03.
 DD1180
 DD1180.The dynamic height is computed by dividing the NAVD 88
 DD1180.geopotential number by the normal gravity value computed on the
 DD1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1180.degrees latitude (g = 980.6199 gals.).
 DD1180
 DD1180.The modeled gravity was interpolated from observed gravity values.
 DD1180
 DD1180;                    North         East    Units  Estimated Accuracy
 DD1180;SPC SC       -   146,130.      714,780.      MT  (+/- 180 meters Scaled)
 DD1180
 DD1180                          SUPERSEDED SURVEY CONTROL
 DD1180
 DD1180  NGVD 29 (03/21/89)   17.296  (m)           56.75   (f) ADJUSTED    1 2
 DD1180
 DD1180.Superseded values are not recommended for survey control.
 DD1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1180.See file dsdata.txt to determine how the superseded data were derived.
 DD1180
 DD1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS051680(NAD 83)
 DD1180_MARKER: DD = SURVEY DISK
 DD1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1180_SP_SET: CONCRETE POST
 DD1180_STAMPING: VERT 8 101 1984
 DD1180_MARK LOGO: SCGS  
 DD1180_PROJECTION: RECESSED 7 CENTIMETERS
 DD1180_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1180+STABILITY: SURFACE MOTION
 DD1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1180+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1993
 DD1180
 DD1180  HISTORY     - Date     Condition        Report By
 DD1180  HISTORY     - 1984     MONUMENTED       SCGS
 DD1180  HISTORY     - 19931109 GOOD             SCGS
 DD1180
 DD1180                          STATION DESCRIPTION
 DD1180
 DD1180'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1180'1.8 KM (1.1 MI) NE FROM CORDESVILLE.
 DD1180'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1180'POST OFFICE IN CORDESVILLE, THENCE 1.8 KILOMETERS (1.1 MILES)
 DD1180'NORTHEAST ALONG COUNTY ROAD S-8-376, SET NEAR A FENCE CORNER AND A
 DD1180'POWER POLE JUST BEFORE A CURVE, 11.0 METERS (36.0 FEET)
 DD1180'NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 56.4 METERS
 DD1180'(185.0 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE-STORY
 DD1180'WOOD HOUSE, 35.4 METERS (116.3 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 DD1180'CENTER OF A SAND DRIVE LEADING TO THE WOOD HOUSE, 0.8 METER (2.8 FEET)
 DD1180'EAST OF THE POWER POLE.
 DD1180'THE MARK IS 0.60 M BELOW COUNTY ROAD.
 DD1180
 DD1180                          STATION RECOVERY (1993)
 DD1180
 DD1180'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 DD1180'STATION IS LOCATED 8.9 MILES (14.3 KM) EAST SOUTHEAST OF MONCKS
 DD1180'CORNER, 5.2 MILES (8.4 KM) NORTHWEST OF HUGER.  OWNERSHIP--SCDOT,
 DD1180'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1180'803-737-1350.  TO REACH THE STATION FROM THE FORK JUNCTION OF U.S.
 DD1180'HIGHWAYS 52 AND 17 ALTERNATE, 3.3 MILES (5.3 KM) NORTHEAST OF MONCKS
 DD1180'CORNER, GO SOUTHWEST ON HIGHWAYS 52 AND 17 FOR 0.2 MILE (0.3 KM) TO
 DD1180'THE JUNCTION OF STATE HIGHWAY 402, TURN LEFT ON HIGHWAY 402 FOR 0.25
 DD1180'MILE (0.40 KM) TO A PAVED ROAD LEFT (DEAD END) AND HIGHWAY 402 RIGHT,
 DD1180'TURN RIGHT ON HIGHWAY 402 FOR 7.5 MILES (12.1 KM) TO THE JUNCTION OF
 DD1180'STATE ROAD 376 (ALLIGATOR ROAD) , TURN LEFT ON ROAD 376 FOR 1.1 MILES
 DD1180'(1.8 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE AT THE WEST END
 DD1180'OF A BOARD FENCE.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1
 DD1180'CM) AND 1.5 FEET (0.5 M) BELOW THE ROAD, 240.0 FEET (73.2 M) WEST
 DD1180'SOUTHWEST OF SURVEY STATION 008 037, 37.6 FEET (11.5 M) WEST OF THE
 DD1180'WEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A SAND DRIVEWAY
 DD1180'LEADING TO A MOBILE HOME NUMBER 1373, 35.7 FEET (10.9 M) NORTH
 DD1180'NORTHWEST OF THE CENTER OF THE ROAD, 2.8 FEET (0.9 M) EAST OF THE
 DD1180'POWER POLE WITH TWO GUY WIRES, 3.6 FEET (1.1 M) NORTHEAST OF A SUPPORT
 DD1180'POST FOR A TELEPHONE JUNCTION BOX NUMBER 13800/10/5, 1.3 FEET (0.4 M)
 DD1180'SOUTH SOUTHWEST OF THE FIRST FENCE POST, 66.6 FEET (20.3 M) WEST
 DD1180'SOUTHWEST OF A 1.5-FOOT CEDAR TREE, 2.6 FEET (0.8 M) EAST OF A WITNESS
 DD1180'POST.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1176 ***********************************************************************
 DD1176  DESIGNATION -  8 102
 DD1176  PID         -  DD1176
 DD1176  STATE/COUNTY-  SC/BERKELEY
 DD1176  USGS QUAD   -  BETHERA (1948)
 DD1176
 DD1176                         *CURRENT SURVEY CONTROL
 DD1176  ___________________________________________________________________
 DD1176* NAD 83(1986)-  33 08 40.     (N)    079 51 32.     (W)     SCALED    
 DD1176* NAVD 88     -         8.156  (meters)      26.76   (feet)  ADJUSTED  
 DD1176  ___________________________________________________________________
 DD1176  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DD1176  DYNAMIC HT  -           8.147 (meters)      26.73  (feet)  COMP
 DD1176  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 DD1176
 DD1176  VERT ORDER  -  FIRST     CLASS II
 DD1176
 DD1176.The horizontal coordinates were scaled from a topographic map and have
 DD1176.an estimated accuracy of +/- 6 seconds.
 DD1176
 DD1176.The orthometric height was determined by differential leveling
 DD1176.and adjusted by the National Geodetic Survey in June 1991..
 DD1176
 DD1176.The geoid height was determined by GEOID03.
 DD1176
 DD1176.The dynamic height is computed by dividing the NAVD 88
 DD1176.geopotential number by the normal gravity value computed on the
 DD1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1176.degrees latitude (g = 980.6199 gals.).
 DD1176
 DD1176.The modeled gravity was interpolated from observed gravity values.
 DD1176
 DD1176;                    North         East    Units  Estimated Accuracy
 DD1176;SPC SC       -   145,990.      716,050.      MT  (+/- 180 meters Scaled)
 DD1176
 DD1176                          SUPERSEDED SURVEY CONTROL
 DD1176
 DD1176  NGVD 29 (03/21/89)    8.457  (m)           27.75   (f) ADJUSTED    1 2
 DD1176
 DD1176.Superseded values are not recommended for survey control.
 DD1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1176.See file dsdata.txt to determine how the superseded data were derived.
 DD1176
 DD1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS064678(NAD 83)
 DD1176_MARKER: DB = BENCH MARK DISK
 DD1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1176_SP_SET: CONCRETE POST
 DD1176_STAMPING: VERT 8 102 1984
 DD1176_MARK LOGO: SCGS  
 DD1176_PROJECTION: RECESSED 7 CENTIMETERS
 DD1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1176
 DD1176  HISTORY     - Date     Condition        Report By
 DD1176  HISTORY     - 1984     MONUMENTED       SCGS
 DD1176
 DD1176                          STATION DESCRIPTION
 DD1176
 DD1176'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1176'3.4 KM (2.1 MI) NE FROM CORDESVILLE.
 DD1176'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1176'POST OFFICE IN CORDESVILLE, THENCE 3.3 KILOMETERS (2.05 MILES)
 DD1176'NORTHEAST ALONG COUNTY ROAD S-8-376, SET NEAR A POWER POLE JUST BEFORE
 DD1176'A RAILROAD CROSSING, 9.9 METERS (32.7 FEET) SOUTHEAST OF THE
 DD1176'CENTERLINE OF THE COUNTY ROAD, 29.1 METERS (95.8 FEET) WEST OF THE
 DD1176'WEST CORNER OF A ONE-STORY HOUSE, 2.4 METERS (8.0 FEET) SOUTHWEST OF
 DD1176'THE POWER POLE, 16.9 METERS (55.7 FEET) NORTH OF A TRIPLE TRUNK OAK
 DD1176'TREE.
 DD1176'THE MARK IS 0.90 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1175 ***********************************************************************
 DD1175  DESIGNATION -  8 103
 DD1175  PID         -  DD1175
 DD1175  STATE/COUNTY-  SC/BERKELEY
 DD1175  USGS QUAD   -  BETHERA (1948)
 DD1175
 DD1175                         *CURRENT SURVEY CONTROL
 DD1175  ___________________________________________________________________
 DD1175* NAD 83(1986)-  33 09 14.     (N)    079 50 59.     (W)     SCALED    
 DD1175* NAVD 88     -        17.067  (meters)      55.99   (feet)  ADJUSTED  
 DD1175  ___________________________________________________________________
 DD1175  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DD1175  DYNAMIC HT  -          17.049 (meters)      55.93  (feet)  COMP
 DD1175  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 DD1175
 DD1175  VERT ORDER  -  FIRST     CLASS II
 DD1175
 DD1175.The horizontal coordinates were scaled from a topographic map and have
 DD1175.an estimated accuracy of +/- 6 seconds.
 DD1175
 DD1175.The orthometric height was determined by differential leveling
 DD1175.and adjusted by the National Geodetic Survey in June 1991..
 DD1175
 DD1175.The geoid height was determined by GEOID03.
 DD1175
 DD1175.The dynamic height is computed by dividing the NAVD 88
 DD1175.geopotential number by the normal gravity value computed on the
 DD1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1175.degrees latitude (g = 980.6199 gals.).
 DD1175
 DD1175.The modeled gravity was interpolated from observed gravity values.
 DD1175
 DD1175;                    North         East    Units  Estimated Accuracy
 DD1175;SPC SC       -   147,040.      716,890.      MT  (+/- 180 meters Scaled)
 DD1175
 DD1175                          SUPERSEDED SURVEY CONTROL
 DD1175
 DD1175  NGVD 29 (03/21/89)   17.368  (m)           56.98   (f) ADJUSTED    1 2
 DD1175
 DD1175.Superseded values are not recommended for survey control.
 DD1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1175.See file dsdata.txt to determine how the superseded data were derived.
 DD1175
 DD1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS072689(NAD 83)
 DD1175_MARKER: DB = BENCH MARK DISK
 DD1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1175_SP_SET: CONCRETE POST
 DD1175_STAMPING: VERT 8 103 1984
 DD1175_MARK LOGO: SCGS  
 DD1175_PROJECTION: RECESSED 7 CENTIMETERS
 DD1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1175
 DD1175  HISTORY     - Date     Condition        Report By
 DD1175  HISTORY     - 1984     MONUMENTED       SCGS
 DD1175
 DD1175                          STATION DESCRIPTION
 DD1175
 DD1175'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1175'4.8 KM (3.0 MI) NE FROM CORDESVILLE.
 DD1175'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1175'POST OFFICE IN CORDESVILLE, THENCE 4.8 KILOMETERS (3.0 MILES)
 DD1175'NORTHEAST ALONG COUNTY ROAD S-8-376, SET NEAR THE NORTHEAST CORNER OF
 DD1175'A WIRE FENCE THAT SURROUNDS A PASTURE, 23.0 METERS (75.5 FEET)
 DD1175'EAST-SOUTHEAST OF POWER POLE NUMBER CC16, 10.5 METERS (34.9 FEET)
 DD1175'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 0.6 METER (2.0
 DD1175'FEET) NORTHEAST OF THE NORTHEAST FENCE CORNER, 0.7 METER (2.4 FEET)
 DD1175'EAST-NORTHEAST OF A TELEPHONE JUNCTION BOX WITH A WITNESS SIGN
 DD1175'ATTACHED, 4.6 METERS (15.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 DD1175'CENTER OF A SAND DRIVE LEADING TO A BRICK HOUSE.
 DD1175'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1174 ***********************************************************************
 DD1174  DESIGNATION -  8 104
 DD1174  PID         -  DD1174
 DD1174  STATE/COUNTY-  SC/BERKELEY
 DD1174  USGS QUAD   -  BETHERA (1948)
 DD1174
 DD1174                         *CURRENT SURVEY CONTROL
 DD1174  ___________________________________________________________________
 DD1174* NAD 83(1986)-  33 09 33.     (N)    079 50 04.     (W)     SCALED    
 DD1174* NAVD 88     -        14.612  (meters)      47.94   (feet)  ADJUSTED  
 DD1174  ___________________________________________________________________
 DD1174  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DD1174  DYNAMIC HT  -          14.596 (meters)      47.89  (feet)  COMP
 DD1174  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 DD1174
 DD1174  VERT ORDER  -  FIRST     CLASS II
 DD1174
 DD1174.The horizontal coordinates were scaled from a topographic map and have
 DD1174.an estimated accuracy of +/- 6 seconds.
 DD1174
 DD1174.The orthometric height was determined by differential leveling
 DD1174.and adjusted by the National Geodetic Survey in June 1991..
 DD1174
 DD1174.The geoid height was determined by GEOID03.
 DD1174
 DD1174.The dynamic height is computed by dividing the NAVD 88
 DD1174.geopotential number by the normal gravity value computed on the
 DD1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1174.degrees latitude (g = 980.6199 gals.).
 DD1174
 DD1174.The modeled gravity was interpolated from observed gravity values.
 DD1174
 DD1174;                    North         East    Units  Estimated Accuracy
 DD1174;SPC SC       -   147,650.      718,310.      MT  (+/- 180 meters Scaled)
 DD1174
 DD1174                          SUPERSEDED SURVEY CONTROL
 DD1174
 DD1174  NGVD 29 (03/21/89)   14.913  (m)           48.93   (f) ADJUSTED    1 2
 DD1174
 DD1174.Superseded values are not recommended for survey control.
 DD1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1174.See file dsdata.txt to determine how the superseded data were derived.
 DD1174
 DD1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS086695(NAD 83)
 DD1174_MARKER: DB = BENCH MARK DISK
 DD1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1174_SP_SET: CONCRETE POST
 DD1174_STAMPING: VERT 8 104 1984
 DD1174_MARK LOGO: SCGS  
 DD1174_PROJECTION: RECESSED 7 CENTIMETERS
 DD1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1174
 DD1174  HISTORY     - Date     Condition        Report By
 DD1174  HISTORY     - 1984     MONUMENTED       SCGS
 DD1174
 DD1174                          STATION DESCRIPTION
 DD1174
 DD1174'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1174'0.6 KM (0.4 MI) SW FROM WITHERBEE.
 DD1174'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1174'POST OFFICE IN CORDESVILLE, THENCE 6.4 KILOMETERS (4.0 MILES)
 DD1174'NORTHEAST ALONG COUNTY ROAD S-8-376 TO THE INTERSECTION OF COUNTY ROAD
 DD1174'S-8-125, SET NEAR A CONCRETE DRIVEWAY IN FRONT OF A ONE-STORY WOOD
 DD1174'HOUSE (FOREST RANGER RESIDENCE), 48.0 METERS (157.6 FEET)
 DD1174'EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-8-125, 12.2 METERS
 DD1174'(40.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD S-8-125
 DD1174'LEADING NORTHEAST, 28.3 METERS (93.0 FEET) NORTH-NORTHWEST OF THE
 DD1174'NORTHWEST CORNER OF THE HOUSE, 27.4 METERS (90.0 FEET) NORTHWEST OF
 DD1174'THE NORTHEAST CORNER OF THE HOUSE, 9.0 METERS (29.5 FEET)
 DD1174'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY.
 DD1174'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1173 ***********************************************************************
 DD1173  DESIGNATION -  8 105
 DD1173  PID         -  DD1173
 DD1173  STATE/COUNTY-  SC/BERKELEY
 DD1173  USGS QUAD   -  BETHERA (1948)
 DD1173
 DD1173                         *CURRENT SURVEY CONTROL
 DD1173  ___________________________________________________________________
 DD1173* NAD 83(1986)-  33 10 08.     (N)    079 49 14.     (W)     SCALED    
 DD1173* NAVD 88     -        16.089  (meters)      52.79   (feet)  ADJUSTED  
 DD1173  ___________________________________________________________________
 DD1173  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DD1173  DYNAMIC HT  -          16.072 (meters)      52.73  (feet)  COMP
 DD1173  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 DD1173
 DD1173  VERT ORDER  -  FIRST     CLASS II
 DD1173
 DD1173.The horizontal coordinates were scaled from a topographic map and have
 DD1173.an estimated accuracy of +/- 6 seconds.
 DD1173
 DD1173.The orthometric height was determined by differential leveling
 DD1173.and adjusted by the National Geodetic Survey in June 1991..
 DD1173
 DD1173.The geoid height was determined by GEOID03.
 DD1173
 DD1173.The dynamic height is computed by dividing the NAVD 88
 DD1173.geopotential number by the normal gravity value computed on the
 DD1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1173.degrees latitude (g = 980.6199 gals.).
 DD1173
 DD1173.The modeled gravity was interpolated from observed gravity values.
 DD1173
 DD1173;                    North         East    Units  Estimated Accuracy
 DD1173;SPC SC       -   148,740.      719,590.      MT  (+/- 180 meters Scaled)
 DD1173
 DD1173                          SUPERSEDED SURVEY CONTROL
 DD1173
 DD1173  NGVD 29 (03/21/89)   16.390  (m)           53.77   (f) ADJUSTED    1 2
 DD1173
 DD1173.Superseded values are not recommended for survey control.
 DD1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1173.See file dsdata.txt to determine how the superseded data were derived.
 DD1173
 DD1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS099706(NAD 83)
 DD1173_MARKER: DB = BENCH MARK DISK
 DD1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1173_SP_SET: CONCRETE POST
 DD1173_STAMPING: VERT 8 105 1984
 DD1173_MARK LOGO: SCGS  
 DD1173_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1173
 DD1173  HISTORY     - Date     Condition        Report By
 DD1173  HISTORY     - 1984     MONUMENTED       SCGS
 DD1173
 DD1173                          STATION DESCRIPTION
 DD1173
 DD1173'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1173'1.1 KM (0.7 MI) NE FROM WITHERBEE.
 DD1173'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1173'CORDESVILLE POST OFFICE, THENCE 6.4 KILOMETERS (4.0 MILES) NORTHEAST
 DD1173'ALONG COUNTY ROAD S-8-376 TO THE INTERSECTION OF COUNTY ROAD S-8-125,
 DD1173'CONTINUE 1.8 KILOMETERS (1.1 MILES) NORTHEAST ALONG COUNTY ROAD
 DD1173'S-8-125, SET NEAR A BLAZED 10-INCH PINE TREE, 9.8 METERS (32.0 FEET)
 DD1173'NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 23.2 METERS
 DD1173'(76.4 FEET) NORTH-NORTHEAST OF A POWER POLE WITH ONE GUY WIRE,
 DD1173'2.8 METERS (9.4 FEET) WEST-SOUTHWEST OF THE BLAZED 10-INCH PINE TREE,
 DD1173'8.1 METERS (26.6 FEET) EAST-NORTHEAST OF A BLAZED 6-INCH PINE TREE.
 DD1173'THE MARK IS 0.50 METERS  SSE FROM A WITNESS POST.
 DD1173'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1166 ***********************************************************************
 DD1166  DESIGNATION -  8 106
 DD1166  PID         -  DD1166
 DD1166  STATE/COUNTY-  SC/BERKELEY
 DD1166  USGS QUAD   -  BETHERA (1948)
 DD1166
 DD1166                         *CURRENT SURVEY CONTROL
 DD1166  ___________________________________________________________________
 DD1166* NAD 83(1986)-  33 11 49.     (N)    079 47 32.     (W)     SCALED    
 DD1166* NAVD 88     -        15.271  (meters)      50.10   (feet)  ADJUSTED  
 DD1166  ___________________________________________________________________
 DD1166  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DD1166  DYNAMIC HT  -          15.255 (meters)      50.05  (feet)  COMP
 DD1166  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 DD1166
 DD1166  VERT ORDER  -  FIRST     CLASS II
 DD1166
 DD1166.The horizontal coordinates were scaled from a topographic map and have
 DD1166.an estimated accuracy of +/- 6 seconds.
 DD1166
 DD1166.The orthometric height was determined by differential leveling
 DD1166.and adjusted by the National Geodetic Survey in June 1991..
 DD1166
 DD1166.The geoid height was determined by GEOID03.
 DD1166
 DD1166.The dynamic height is computed by dividing the NAVD 88
 DD1166.geopotential number by the normal gravity value computed on the
 DD1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1166.degrees latitude (g = 980.6199 gals.).
 DD1166
 DD1166.The modeled gravity was interpolated from observed gravity values.
 DD1166
 DD1166;                    North         East    Units  Estimated Accuracy
 DD1166;SPC SC       -   151,880.      722,200.      MT  (+/- 180 meters Scaled)
 DD1166
 DD1166                          SUPERSEDED SURVEY CONTROL
 DD1166
 DD1166  NGVD 29 (03/21/89)   15.572  (m)           51.09   (f) ADJUSTED    1 2
 DD1166
 DD1166.Superseded values are not recommended for survey control.
 DD1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1166.See file dsdata.txt to determine how the superseded data were derived.
 DD1166
 DD1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS125737(NAD 83)
 DD1166_MARKER: DB = BENCH MARK DISK
 DD1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1166_SP_SET: CONCRETE POST
 DD1166_STAMPING: VERT 8 106 1984
 DD1166_MARK LOGO: SCGS  
 DD1166_PROJECTION: FLUSH
 DD1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1166
 DD1166  HISTORY     - Date     Condition        Report By
 DD1166  HISTORY     - 1984     MONUMENTED       SCGS
 DD1166
 DD1166                          STATION DESCRIPTION
 DD1166
 DD1166'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1166'0.6 KM (0.4 MI) SW FROM BETHERA.
 DD1166'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1166'POST OFFICE IN CORDESVILLE, THENCE 6.4 KILOMETERS (4.0 MILES)
 DD1166'NORTHEAST ALONG COUNTY ROAD S-8-376 TO THE INTERSECTION OF COUNTY ROAD
 DD1166'S-8-125, CONTINUE 6.05 KILOMETERS (3.75 MILES) NORTHEAST ALONG COUNTY
 DD1166'ROAD S-8-125, THENCE 0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG A SAND
 DD1166'ROAD, SET NEAR A CHAIN LINK FENCE ON THE NORTHEAST SIDE OF THE BEREA
 DD1166'METHODIST CHURCH, 30.5 METERS (100.0 FEET) WEST-NORTHWEST OF THE
 DD1166'CENTERLINE OF COUNTY ROAD S-8-722, 13.9 METERS (45.5 FEET) EAST OF THE
 DD1166'HEADSTONE WITH THE MARKINGS OF THOMAS, 26.4 METERS (86.8 FEET)
 DD1166'EAST-NORTHEAST OF THE NORTH CORNER OF THE CHURCH, 30.5 METERS (100.0
 DD1166'FEET) NORTH-NORTHEAST OF THE EAST CORNER OF THE CHURCH, 0.5 METER (1.5
 DD1166'FEET) SOUTH-SOUTHEAST OF THE CHAIN LINK FENCE.
 DD1166'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1165 ***********************************************************************
 DD1165  DESIGNATION -  8 107
 DD1165  PID         -  DD1165
 DD1165  STATE/COUNTY-  SC/BERKELEY
 DD1165  USGS QUAD   -  BETHERA (1948)
 DD1165
 DD1165                         *CURRENT SURVEY CONTROL
 DD1165  ___________________________________________________________________
 DD1165* NAD 83(1986)-  33 12 05.     (N)    079 47 17.     (W)     SCALED    
 DD1165* NAVD 88     -        16.138  (meters)      52.95   (feet)  ADJUSTED  
 DD1165  ___________________________________________________________________
 DD1165  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DD1165  DYNAMIC HT  -          16.121 (meters)      52.89  (feet)  COMP
 DD1165  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DD1165
 DD1165  VERT ORDER  -  FIRST     CLASS II
 DD1165
 DD1165.The horizontal coordinates were scaled from a topographic map and have
 DD1165.an estimated accuracy of +/- 6 seconds.
 DD1165
 DD1165.The orthometric height was determined by differential leveling
 DD1165.and adjusted by the National Geodetic Survey in June 1991..
 DD1165
 DD1165.The geoid height was determined by GEOID03.
 DD1165
 DD1165.The dynamic height is computed by dividing the NAVD 88
 DD1165.geopotential number by the normal gravity value computed on the
 DD1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1165.degrees latitude (g = 980.6199 gals.).
 DD1165
 DD1165.The modeled gravity was interpolated from observed gravity values.
 DD1165
 DD1165;                    North         East    Units  Estimated Accuracy
 DD1165;SPC SC       -   152,380.      722,580.      MT  (+/- 180 meters Scaled)
 DD1165
 DD1165                          SUPERSEDED SURVEY CONTROL
 DD1165
 DD1165  NGVD 29 (03/21/89)   16.439  (m)           53.93   (f) ADJUSTED    1 2
 DD1165
 DD1165.Superseded values are not recommended for survey control.
 DD1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1165.See file dsdata.txt to determine how the superseded data were derived.
 DD1165
 DD1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS129742(NAD 83)
 DD1165_MARKER: DB = BENCH MARK DISK
 DD1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1165_SP_SET: CONCRETE POST
 DD1165_STAMPING: VERT 8 107 1984
 DD1165_MARK LOGO: SCGS  
 DD1165_PROJECTION: RECESSED 7 CENTIMETERS
 DD1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1165
 DD1165  HISTORY     - Date     Condition        Report By
 DD1165  HISTORY     - 1984     MONUMENTED       SCGS
 DD1165
 DD1165                          STATION DESCRIPTION
 DD1165
 DD1165'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1165'IN BETHERA.
 DD1165'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1165'POST OFFICE IN CORDESVILLE, THENCE 6.4 KILOMETERS (4.0 MILES)
 DD1165'NORTHEAST ALONG COUNTY ROAD S-8-376 TO THE INTERSECTION OF COUNTY ROAD
 DD1165'S-8-125, CONTINUE 6.85 KILOMETERS (4.25 MILES) NORTHEAST ALONG COUNTY
 DD1165'ROAD S-8-125, SET NEAR A POWER POLE AT THE SOUTH ANGLE OF THE
 DD1165'INTERSECTION OF COUNTY ROAD S-8-48, ADD-ALSO MAY BE REACHED BY GOING
 DD1165'10.85 KILOMETERS (6.75 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM
 DD1165'THE POST OFFICE IN JAMESTOWN, THENCE 3.1 KILOMETERS (1.95 MILES)
 DD1165'SOUTHWESTERLY ALONG COUNTY ROAD S-8-48, 15.8 METERS (52.0 FEET)
 DD1165'SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD S-8-125, 28.7 METERS (94.4
 DD1165'FEET) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD S-8-48, 8.4 METERS
 DD1165'(27.9 FEET) NORTH OF THE NORTHEAST CORNER OF A ONE-STORY HOUSE,
 DD1165'16.6 METERS (54.6 FEET) WEST OF THE NORTHEAST CORNER OF A SMALL STORE,
 DD1165'0.6 METER (2.0 FEET) WEST OF THE POWER POLE.
 DD1165'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1164 ***********************************************************************
 DD1164  DESIGNATION -  8 108
 DD1164  PID         -  DD1164
 DD1164  STATE/COUNTY-  SC/BERKELEY
 DD1164  USGS QUAD   -  BETHERA (1948)
 DD1164
 DD1164                         *CURRENT SURVEY CONTROL
 DD1164  ___________________________________________________________________
 DD1164* NAD 83(1986)-  33 12 24.     (N)    079 46 23.     (W)     SCALED    
 DD1164* NAVD 88     -        15.278  (meters)      50.12   (feet)  ADJUSTED  
 DD1164  ___________________________________________________________________
 DD1164  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD1164  DYNAMIC HT  -          15.262 (meters)      50.07  (feet)  COMP
 DD1164  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 DD1164
 DD1164  VERT ORDER  -  FIRST     CLASS II
 DD1164
 DD1164.The horizontal coordinates were scaled from a topographic map and have
 DD1164.an estimated accuracy of +/- 6 seconds.
 DD1164
 DD1164.The orthometric height was determined by differential leveling
 DD1164.and adjusted by the National Geodetic Survey in June 1991..
 DD1164
 DD1164.The geoid height was determined by GEOID03.
 DD1164
 DD1164.The dynamic height is computed by dividing the NAVD 88
 DD1164.geopotential number by the normal gravity value computed on the
 DD1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1164.degrees latitude (g = 980.6199 gals.).
 DD1164
 DD1164.The modeled gravity was interpolated from observed gravity values.
 DD1164
 DD1164;                    North         East    Units  Estimated Accuracy
 DD1164;SPC SC       -   152,980.      723,970.      MT  (+/- 180 meters Scaled)
 DD1164
 DD1164                          SUPERSEDED SURVEY CONTROL
 DD1164
 DD1164  NGVD 29 (03/21/89)   15.579  (m)           51.11   (f) ADJUSTED    1 2
 DD1164
 DD1164.Superseded values are not recommended for survey control.
 DD1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1164.See file dsdata.txt to determine how the superseded data were derived.
 DD1164
 DD1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS143748(NAD 83)
 DD1164_MARKER: DB = BENCH MARK DISK
 DD1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1164_SP_SET: CONCRETE POST
 DD1164_STAMPING: VERT 8 108 1984
 DD1164_MARK LOGO: SCGS  
 DD1164_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1164
 DD1164  HISTORY     - Date     Condition        Report By
 DD1164  HISTORY     - 1984     MONUMENTED       SCGS
 DD1164
 DD1164                          STATION DESCRIPTION
 DD1164
 DD1164'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1164'1.4 KM (0.9 MI) ENE FROM BETHERA.
 DD1164'10.85 KILOMETERS (6.75 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM
 DD1164'THE POST OFFICE IN JAMESTOWN, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1164'SOUTHWESTERLY ALONG COUNTY ROAD S-8-48, SET NEAR A POWER POLE JUST
 DD1164'PAST A SMALL TRACK ROAD LEADING EAST INTO THE WOODS, 46.94 METERS
 DD1164'(154.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD,
 DD1164'10.82 METERS (35.5 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 DD1164'COUNTY ROAD, 1.83 METERS (6.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 DD1164'EDGE OF THE TIMBER LINE, 5.03 METERS (16.5 FEET) NORTHEAST OF THE
 DD1164'POWER POLE.
 DD1164'THE MARK IS 0.42 METERS  NW FROM A WITNESS POST.
 DD1164'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1160 ***********************************************************************
 DD1160  DESIGNATION -  8 109
 DD1160  PID         -  DD1160
 DD1160  STATE/COUNTY-  SC/BERKELEY
 DD1160  USGS QUAD   -  BETHERA (1948)
 DD1160
 DD1160                         *CURRENT SURVEY CONTROL
 DD1160  ___________________________________________________________________
 DD1160* NAD 83(1986)-  33 14 08.     (N)    079 45 17.     (W)     SCALED    
 DD1160* NAVD 88     -        16.921  (meters)      55.52   (feet)  ADJUSTED  
 DD1160  ___________________________________________________________________
 DD1160  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DD1160  DYNAMIC HT  -          16.903 (meters)      55.46  (feet)  COMP
 DD1160  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 DD1160
 DD1160  VERT ORDER  -  FIRST     CLASS II
 DD1160
 DD1160.The horizontal coordinates were scaled from a topographic map and have
 DD1160.an estimated accuracy of +/- 6 seconds.
 DD1160
 DD1160.The orthometric height was determined by differential leveling
 DD1160.and adjusted by the National Geodetic Survey in June 1991..
 DD1160
 DD1160.The geoid height was determined by GEOID03.
 DD1160
 DD1160.The dynamic height is computed by dividing the NAVD 88
 DD1160.geopotential number by the normal gravity value computed on the
 DD1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1160.degrees latitude (g = 980.6199 gals.).
 DD1160
 DD1160.The modeled gravity was interpolated from observed gravity values.
 DD1160
 DD1160;                    North         East    Units  Estimated Accuracy
 DD1160;SPC SC       -   156,200.      725,640.      MT  (+/- 180 meters Scaled)
 DD1160
 DD1160                          SUPERSEDED SURVEY CONTROL
 DD1160
 DD1160  NGVD 29 (03/21/89)   17.223  (m)           56.51   (f) ADJUSTED    1 2
 DD1160
 DD1160.Superseded values are not recommended for survey control.
 DD1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1160.See file dsdata.txt to determine how the superseded data were derived.
 DD1160
 DD1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS160780(NAD 83)
 DD1160_MARKER: DB = BENCH MARK DISK
 DD1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1160_SP_SET: CONCRETE POST
 DD1160_STAMPING: VERT 8 109 1984
 DD1160_MARK LOGO: SCGS  
 DD1160_PROJECTION: FLUSH
 DD1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1160
 DD1160  HISTORY     - Date     Condition        Report By
 DD1160  HISTORY     - 1984     MONUMENTED       SCGS
 DD1160
 DD1160                          STATION DESCRIPTION
 DD1160
 DD1160'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1160'4.8 KM (3.0 MI) NE FROM BETHERA.
 DD1160'8.1 KILOMETERS (5.05 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1160'POST OFFICE IN JAMESTOWN, SET NEAR A WOODEN SIGN (A LITTLE THOUGHT A
 DD1160'LITTLE CARE THANKS TO YOU FROM SMOKEY BEAR), 12.65 METERS (41.5 FEET)
 DD1160'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.37 METERS (4.5
 DD1160'FEET) NORTHEAST OF THE SOUTHEAST END OF THE WOODEN SIGN, 4.72 METERS
 DD1160'(15.5 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE EDGE OF TIMBER,
 DD1160'11.28 METERS (37.0 FEET) SOUTH-SOUTHWEST OF A 5-INCH PINE TREE.
 DD1160'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1159 ***********************************************************************
 DD1159  DESIGNATION -  8 110
 DD1159  PID         -  DD1159
 DD1159  STATE/COUNTY-  SC/BERKELEY
 DD1159  USGS QUAD   -  SHULERVILLE (1973)
 DD1159
 DD1159                         *CURRENT SURVEY CONTROL
 DD1159  ___________________________________________________________________
 DD1159* NAD 83(1986)-  33 14 47.     (N)    079 44 23.     (W)     SCALED    
 DD1159* NAVD 88     -        12.183  (meters)      39.97   (feet)  ADJUSTED  
 DD1159  ___________________________________________________________________
 DD1159  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DD1159  DYNAMIC HT  -          12.171 (meters)      39.93  (feet)  COMP
 DD1159  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 DD1159
 DD1159  VERT ORDER  -  FIRST     CLASS II
 DD1159
 DD1159.The horizontal coordinates were scaled from a topographic map and have
 DD1159.an estimated accuracy of +/- 6 seconds.
 DD1159
 DD1159.The orthometric height was determined by differential leveling
 DD1159.and adjusted by the National Geodetic Survey in June 1991..
 DD1159
 DD1159.The geoid height was determined by GEOID03.
 DD1159
 DD1159.The dynamic height is computed by dividing the NAVD 88
 DD1159.geopotential number by the normal gravity value computed on the
 DD1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1159.degrees latitude (g = 980.6199 gals.).
 DD1159
 DD1159.The modeled gravity was interpolated from observed gravity values.
 DD1159
 DD1159;                    North         East    Units  Estimated Accuracy
 DD1159;SPC SC       -   157,420.      727,030.      MT  (+/- 180 meters Scaled)
 DD1159
 DD1159                          SUPERSEDED SURVEY CONTROL
 DD1159
 DD1159  NGVD 29 (03/21/89)   12.485  (m)           40.96   (f) ADJUSTED    1 2
 DD1159
 DD1159.Superseded values are not recommended for survey control.
 DD1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1159.See file dsdata.txt to determine how the superseded data were derived.
 DD1159
 DD1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS174793(NAD 83)
 DD1159_MARKER: DB = BENCH MARK DISK
 DD1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1159_SP_SET: CONCRETE POST
 DD1159_STAMPING: VERT 8 110 1984
 DD1159_MARK LOGO: SCGS  
 DD1159_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1159
 DD1159  HISTORY     - Date     Condition        Report By
 DD1159  HISTORY     - 1984     MONUMENTED       SCGS
 DD1159
 DD1159                          STATION DESCRIPTION
 DD1159
 DD1159'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1159'6.3 KM (3.9 MI) SW FROM JAMESTOWN.
 DD1159'6.3 KILOMETERS (3.9 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1159'POST OFFICE IN JAMESTOWN, SET NEAR A LONE 10-INCH DOGWOOD TREE WHERE
 DD1159'THE TIMBER THINS OUT, 14.02 METERS (46.0 FEET) NORTH-NORTHWEST OF THE
 DD1159'CENTERLINE OF THE HIGHWAY, 9.08 METERS (29.8 FEET) SOUTHWEST OF A
 DD1159'28-INCH BLAZED PINE TREE, 4.54 METERS (14.9 FEET) SOUTHEAST OF THE
 DD1159'10-INCH DOGWOOD TREE, 3.32 METERS (10.9 FEET) EAST-NORTHEAST OF A
 DD1159'16-INCH PINE TREE.
 DD1159'THE MARK IS 0.45 METERS  ENE FROM A WITNESS POST.
 DD1159'THE MARK IS 0.20 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1158 ***********************************************************************
 DD1158  DESIGNATION -  8 111
 DD1158  PID         -  DD1158
 DD1158  STATE/COUNTY-  SC/BERKELEY
 DD1158  USGS QUAD   -  JAMESTOWN (1973)
 DD1158
 DD1158                         *CURRENT SURVEY CONTROL
 DD1158  ___________________________________________________________________
 DD1158* NAD 83(1986)-  33 15 12.     (N)    079 43 44.     (W)     SCALED    
 DD1158* NAVD 88     -        10.947  (meters)      35.92   (feet)  ADJUSTED  
 DD1158  ___________________________________________________________________
 DD1158  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DD1158  DYNAMIC HT  -          10.935 (meters)      35.88  (feet)  COMP
 DD1158  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 DD1158
 DD1158  VERT ORDER  -  FIRST     CLASS II
 DD1158
 DD1158.The horizontal coordinates were scaled from a topographic map and have
 DD1158.an estimated accuracy of +/- 6 seconds.
 DD1158
 DD1158.The orthometric height was determined by differential leveling
 DD1158.and adjusted by the National Geodetic Survey in June 1991..
 DD1158
 DD1158.The geoid height was determined by GEOID03.
 DD1158
 DD1158.The dynamic height is computed by dividing the NAVD 88
 DD1158.geopotential number by the normal gravity value computed on the
 DD1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1158.degrees latitude (g = 980.6199 gals.).
 DD1158
 DD1158.The modeled gravity was interpolated from observed gravity values.
 DD1158
 DD1158;                    North         East    Units  Estimated Accuracy
 DD1158;SPC SC       -   158,200.      728,020.      MT  (+/- 180 meters Scaled)
 DD1158
 DD1158                          SUPERSEDED SURVEY CONTROL
 DD1158
 DD1158  NGVD 29 (03/21/89)   11.248  (m)           36.90   (f) ADJUSTED    1 2
 DD1158
 DD1158.Superseded values are not recommended for survey control.
 DD1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1158.See file dsdata.txt to determine how the superseded data were derived.
 DD1158
 DD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS184800(NAD 83)
 DD1158_MARKER: DB = BENCH MARK DISK
 DD1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1158_SP_SET: CONCRETE POST
 DD1158_STAMPING: VERT 8 111 1984
 DD1158_MARK LOGO: SCGS  
 DD1158_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1158
 DD1158  HISTORY     - Date     Condition        Report By
 DD1158  HISTORY     - 1984     MONUMENTED       SCGS
 DD1158
 DD1158                          STATION DESCRIPTION
 DD1158
 DD1158'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1158'5.1 KM (3.2 MI) SW FROM JAMESTOWN.
 DD1158'5.1 KILOMETERS (3.2 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1158'POST OFFICE IN JAMESTOWN, SET BETWEEN TWO BLAZED PINE TREES ON THE
 DD1158'LEFT, 7.86 METERS (25.8 FEET) WEST OF THE 48-INCH BLAZED PINE TREE,
 DD1158'7.47 METERS (24.5 FEET) NORTH-NORTHEAST OF THE 24-INCH BLAZED PINE
 DD1158'TREE, 11.06 METERS (36.3 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DD1158'THE HIGHWAY.
 DD1158'THE MARK IS 0.32 METERS  NNW FROM A WITNESS POST.
 DD1158'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1157 ***********************************************************************
 DD1157  DESIGNATION -  8 112
 DD1157  PID         -  DD1157
 DD1157  STATE/COUNTY-  SC/BERKELEY
 DD1157  USGS QUAD   -  JAMESTOWN (1973)
 DD1157
 DD1157                         *CURRENT SURVEY CONTROL
 DD1157  ___________________________________________________________________
 DD1157* NAD 83(1986)-  33 15 55.     (N)    079 42 46.     (W)     SCALED    
 DD1157* NAVD 88     -        11.014  (meters)      36.14   (feet)  ADJUSTED  
 DD1157  ___________________________________________________________________
 DD1157  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DD1157  DYNAMIC HT  -          11.002 (meters)      36.10  (feet)  COMP
 DD1157  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DD1157
 DD1157  VERT ORDER  -  FIRST     CLASS II
 DD1157
 DD1157.The horizontal coordinates were scaled from a topographic map and have
 DD1157.an estimated accuracy of +/- 6 seconds.
 DD1157
 DD1157.The orthometric height was determined by differential leveling
 DD1157.and adjusted by the National Geodetic Survey in June 1991..
 DD1157
 DD1157.The geoid height was determined by GEOID03.
 DD1157
 DD1157.The dynamic height is computed by dividing the NAVD 88
 DD1157.geopotential number by the normal gravity value computed on the
 DD1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1157.degrees latitude (g = 980.6199 gals.).
 DD1157
 DD1157.The modeled gravity was interpolated from observed gravity values.
 DD1157
 DD1157;                    North         East    Units  Estimated Accuracy
 DD1157;SPC SC       -   159,550.      729,510.      MT  (+/- 180 meters Scaled)
 DD1157
 DD1157                          SUPERSEDED SURVEY CONTROL
 DD1157
 DD1157  NGVD 29 (03/21/89)   11.315  (m)           37.12   (f) ADJUSTED    1 2
 DD1157
 DD1157.Superseded values are not recommended for survey control.
 DD1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1157.See file dsdata.txt to determine how the superseded data were derived.
 DD1157
 DD1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS198814(NAD 83)
 DD1157_MARKER: DB = BENCH MARK DISK
 DD1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1157_SP_SET: CONCRETE POST
 DD1157_STAMPING: VERT 8 112 1984
 DD1157_MARK LOGO: SCGS  
 DD1157_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1157
 DD1157  HISTORY     - Date     Condition        Report By
 DD1157  HISTORY     - 1984     MONUMENTED       SCGS
 DD1157
 DD1157                          STATION DESCRIPTION
 DD1157
 DD1157'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1157'2.9 KM (1.8 MI) SW FROM JAMESTOWN.
 DD1157'2.9 KILOMETERS (1.8 MILES) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1157'POST OFFICE IN JAMESTOWN, SET NEAR A BLAZED 24-INCH PINE TREE IN THE
 DD1157'SOUTHWEST ANGLE OF THE INTERSECTION OF A DIM TRACK ROAD LEADING INTO
 DD1157'THE WOODS, 12.31 METERS (40.4 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 DD1157'HIGHWAY, 7.01 METERS (23.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER
 DD1157'OF THE TRACK ROAD, 7.62 METERS (25.0 FEET) NORTH-NORTHEAST OF A BLAZED
 DD1157'12-INCH PINE TREE, 2.74 METERS (9.0 FEET) WEST-NORTHWEST OF THE BLAZED
 DD1157'24-INCH PINE TREE.
 DD1157'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 DD1157'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1156 ***********************************************************************
 DD1156  DESIGNATION -  8 113
 DD1156  PID         -  DD1156
 DD1156  STATE/COUNTY-  SC/BERKELEY
 DD1156  USGS QUAD   -  JAMESTOWN (1973)
 DD1156
 DD1156                         *CURRENT SURVEY CONTROL
 DD1156  ___________________________________________________________________
 DD1156* NAD 83(1986)-  33 16 33.     (N)    079 42 12.     (W)     SCALED    
 DD1156* NAVD 88     -        11.171  (meters)      36.65   (feet)  ADJUSTED  
 DD1156  ___________________________________________________________________
 DD1156  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DD1156  DYNAMIC HT  -          11.159 (meters)      36.61  (feet)  COMP
 DD1156  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DD1156
 DD1156  VERT ORDER  -  FIRST     CLASS II
 DD1156
 DD1156.The horizontal coordinates were scaled from a topographic map and have
 DD1156.an estimated accuracy of +/- 6 seconds.
 DD1156
 DD1156.The orthometric height was determined by differential leveling
 DD1156.and adjusted by the National Geodetic Survey in June 1991..
 DD1156
 DD1156.The geoid height was determined by GEOID03.
 DD1156
 DD1156.The dynamic height is computed by dividing the NAVD 88
 DD1156.geopotential number by the normal gravity value computed on the
 DD1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1156.degrees latitude (g = 980.6199 gals.).
 DD1156
 DD1156.The modeled gravity was interpolated from observed gravity values.
 DD1156
 DD1156;                    North         East    Units  Estimated Accuracy
 DD1156;SPC SC       -   160,730.      730,370.      MT  (+/- 180 meters Scaled)
 DD1156
 DD1156                          SUPERSEDED SURVEY CONTROL
 DD1156
 DD1156  NGVD 29 (03/21/89)   11.472  (m)           37.64   (f) ADJUSTED    1 2
 DD1156
 DD1156.Superseded values are not recommended for survey control.
 DD1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1156.See file dsdata.txt to determine how the superseded data were derived.
 DD1156
 DD1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS207826(NAD 83)
 DD1156_MARKER: DB = BENCH MARK DISK
 DD1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1156_SP_SET: CONCRETE POST
 DD1156_STAMPING: VERT 8 113 1984
 DD1156_MARK LOGO: SCGS  
 DD1156_PROJECTION: FLUSH
 DD1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1156
 DD1156  HISTORY     - Date     Condition        Report By
 DD1156  HISTORY     - 1984     MONUMENTED       SCGS
 DD1156
 DD1156                          STATION DESCRIPTION
 DD1156
 DD1156'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1156'1.4 KM (0.9 MI) SW FROM JAMESTOWN.
 DD1156'1.4 KILOMETERS (0.9 MILE) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1156'POST OFFICE IN JAMESTOWN, SET NEAR A WOODEN SIGN (FRANCIS MARION
 DD1156'NATIONAL FOREST), 36.73 METERS (120.5 FEET) SOUTH-SOUTHWEST OF A POWER
 DD1156'POLE, 11.19 METERS (36.7 FEET) NORTHWEST OF THE CENTERLINE OF THE
 DD1156'HIGHWAY, 5.64 METERS (18.5 FEET) NORTHEAST OF THE WOODEN SIGN,
 DD1156'4.02 METERS (13.2 FEET) EAST-SOUTHEAST OF A 24-INCH PINE TREE.
 DD1156'THE MARK IS 0.50 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1155 ***********************************************************************
 DD1155  DESIGNATION -  8 114
 DD1155  PID         -  DD1155
 DD1155  STATE/COUNTY-  SC/BERKELEY
 DD1155  USGS QUAD   -  JAMESTOWN (1973)
 DD1155
 DD1155                         *CURRENT SURVEY CONTROL
 DD1155  ___________________________________________________________________
 DD1155* NAD 83(1986)-  33 17 08.     (N)    079 41 41.     (W)     SCALED    
 DD1155* NAVD 88     -        10.768  (meters)      35.33   (feet)  ADJUSTED  
 DD1155  ___________________________________________________________________
 DD1155  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DD1155  DYNAMIC HT  -          10.756 (meters)      35.29  (feet)  COMP
 DD1155  MODELED GRAV-     979,579.7   (mgal)                       NAVD 88
 DD1155
 DD1155  VERT ORDER  -  FIRST     CLASS II
 DD1155
 DD1155.The horizontal coordinates were scaled from a topographic map and have
 DD1155.an estimated accuracy of +/- 6 seconds.
 DD1155
 DD1155.The orthometric height was determined by differential leveling
 DD1155.and adjusted by the National Geodetic Survey in June 1991..
 DD1155
 DD1155.The geoid height was determined by GEOID03.
 DD1155
 DD1155.The dynamic height is computed by dividing the NAVD 88
 DD1155.geopotential number by the normal gravity value computed on the
 DD1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1155.degrees latitude (g = 980.6199 gals.).
 DD1155
 DD1155.The modeled gravity was interpolated from observed gravity values.
 DD1155
 DD1155;                    North         East    Units  Estimated Accuracy
 DD1155;SPC SC       -   161,820.      731,160.      MT  (+/- 180 meters Scaled)
 DD1155
 DD1155                          SUPERSEDED SURVEY CONTROL
 DD1155
 DD1155  NGVD 29 (03/21/89)   11.069  (m)           36.32   (f) ADJUSTED    1 2
 DD1155
 DD1155.Superseded values are not recommended for survey control.
 DD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1155.See file dsdata.txt to determine how the superseded data were derived.
 DD1155
 DD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS215837(NAD 83)
 DD1155_MARKER: DB = BENCH MARK DISK
 DD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1155_SP_SET: CONCRETE POST
 DD1155_STAMPING: VERT 8 114 1984
 DD1155_MARK LOGO: SCGS  
 DD1155_PROJECTION: FLUSH
 DD1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1155
 DD1155  HISTORY     - Date     Condition        Report By
 DD1155  HISTORY     - 1984     MONUMENTED       SCGS
 DD1155
 DD1155                          STATION DESCRIPTION
 DD1155
 DD1155'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1155'IN JAMESTOWN.
 DD1155'0.1 KILOMETER (0.05 MILE) SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE
 DD1155'POST OFFICE IN JAMESTOWN, SET NEAR THE NORTH CORNER OF THE JAMESTOWN
 DD1155'FIRE DEPARTMENT AND TOWN HALL, 31.24 METERS (102.5 FEET)
 DD1155'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.34 METERS (37.2
 DD1155'FEET) WEST-NORTHWEST OF THE EAST CORNER OF THE BUILDING, 1.83 METERS
 DD1155'(6.0 FEET) EAST-SOUTHEAST OF THE NORTH CORNER OF THE BUILDING,
 DD1155'0.55 METER (1.8 FEET) NORTH-NORTHEAST OF THE NORTHEAST FACE OF THE
 DD1155'BUILDING, 0.98 METER (3.2 FEET) SOUTHEAST OF A POWER POLE.
 DD1155'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1240 ***********************************************************************
 DD1240  DESIGNATION -  8 115
 DD1240  PID         -  DD1240
 DD1240  STATE/COUNTY-  SC/BERKELEY
 DD1240  USGS QUAD   -  JAMESTOWN (1973)
 DD1240
 DD1240                         *CURRENT SURVEY CONTROL
 DD1240  ___________________________________________________________________
 DD1240* NAD 83(1986)-  33 17 04.     (N)    079 42 38.     (W)     SCALED    
 DD1240* NAVD 88     -        11.177  (meters)      36.67   (feet)  ADJUSTED  
 DD1240  ___________________________________________________________________
 DD1240  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DD1240  DYNAMIC HT  -          11.165 (meters)      36.63  (feet)  COMP
 DD1240  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DD1240
 DD1240  VERT ORDER  -  FIRST     CLASS II
 DD1240
 DD1240.The horizontal coordinates were scaled from a topographic map and have
 DD1240.an estimated accuracy of +/- 6 seconds.
 DD1240
 DD1240.The orthometric height was determined by differential leveling
 DD1240.and adjusted by the National Geodetic Survey in June 1991..
 DD1240
 DD1240.The geoid height was determined by GEOID03.
 DD1240
 DD1240.The dynamic height is computed by dividing the NAVD 88
 DD1240.geopotential number by the normal gravity value computed on the
 DD1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1240.degrees latitude (g = 980.6199 gals.).
 DD1240
 DD1240.The modeled gravity was interpolated from observed gravity values.
 DD1240
 DD1240;                    North         East    Units  Estimated Accuracy
 DD1240;SPC SC       -   161,670.      729,690.      MT  (+/- 180 meters Scaled)
 DD1240
 DD1240                          SUPERSEDED SURVEY CONTROL
 DD1240
 DD1240  NGVD 29 (03/21/89)   11.478  (m)           37.66   (f) ADJUSTED    1 2
 DD1240
 DD1240.Superseded values are not recommended for survey control.
 DD1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1240.See file dsdata.txt to determine how the superseded data were derived.
 DD1240
 DD1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS200835(NAD 83)
 DD1240_MARKER: DB = BENCH MARK DISK
 DD1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1240_SP_SET: CONCRETE POST
 DD1240_STAMPING: VERT 8 115 1984
 DD1240_MARK LOGO: SCGS  
 DD1240_PROJECTION: FLUSH
 DD1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1240
 DD1240  HISTORY     - Date     Condition        Report By
 DD1240  HISTORY     - 1984     MONUMENTED       SCGS
 DD1240
 DD1240                          STATION DESCRIPTION
 DD1240
 DD1240'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1240'1.7 KM (1.05 MI) WEST FROM JAMESTOWN.
 DD1240'1.7 KILOMETERS (1.05 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1240'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, SET NEAR A
 DD1240'POWER POLE IN FRONT OF A ONE-STORY BRICK HOUSE, 27.16 METERS (89.1
 DD1240'FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK HOUSE,
 DD1240'13.29 METERS (43.6 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 DD1240'THE DRIVEWAY LEADING TO THE BRICK HOUSE, 10.79 METERS (35.4 FEET)
 DD1240'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.68 METERS (8.8
 DD1240'FEET) NORTH-NORTHWEST OF THE POWER POLE.
 DD1240'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1244 ***********************************************************************
 DD1244  DESIGNATION -  8 116
 DD1244  PID         -  DD1244
 DD1244  STATE/COUNTY-  SC/BERKELEY
 DD1244  USGS QUAD   -  JAMESTOWN (1973)
 DD1244
 DD1244                         *CURRENT SURVEY CONTROL
 DD1244  ___________________________________________________________________
 DD1244* NAD 83(1986)-  33 17 04.     (N)    079 44 52.     (W)     SCALED    
 DD1244* NAVD 88     -        10.504  (meters)      34.46   (feet)  ADJUSTED  
 DD1244  ___________________________________________________________________
 DD1244  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DD1244  DYNAMIC HT  -          10.493 (meters)      34.43  (feet)  COMP
 DD1244  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 DD1244
 DD1244  VERT ORDER  -  FIRST     CLASS II
 DD1244
 DD1244.The horizontal coordinates were scaled from a topographic map and have
 DD1244.an estimated accuracy of +/- 6 seconds.
 DD1244
 DD1244.The orthometric height was determined by differential leveling
 DD1244.and adjusted by the National Geodetic Survey in June 1991..
 DD1244
 DD1244.The geoid height was determined by GEOID03.
 DD1244
 DD1244.The dynamic height is computed by dividing the NAVD 88
 DD1244.geopotential number by the normal gravity value computed on the
 DD1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1244.degrees latitude (g = 980.6199 gals.).
 DD1244
 DD1244.The modeled gravity was interpolated from observed gravity values.
 DD1244
 DD1244;                    North         East    Units  Estimated Accuracy
 DD1244;SPC SC       -   161,630.      726,220.      MT  (+/- 180 meters Scaled)
 DD1244
 DD1244                          SUPERSEDED SURVEY CONTROL
 DD1244
 DD1244  NGVD 29 (03/21/89)   10.805  (m)           35.45   (f) ADJUSTED    1 2
 DD1244
 DD1244.Superseded values are not recommended for survey control.
 DD1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1244.See file dsdata.txt to determine how the superseded data were derived.
 DD1244
 DD1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS166835(NAD 83)
 DD1244_MARKER: DB = BENCH MARK DISK
 DD1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1244_SP_SET: CONCRETE POST
 DD1244_STAMPING: VERT 8 116 1984
 DD1244_MARK LOGO: SCGS  
 DD1244_PROJECTION: FLUSH
 DD1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1244
 DD1244  HISTORY     - Date     Condition        Report By
 DD1244  HISTORY     - 1984     MONUMENTED       SCGS
 DD1244
 DD1244                          STATION DESCRIPTION
 DD1244
 DD1244'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1244'5.1 KM (3.2 MI) WEST FROM JAMESTOWN.
 DD1244'5.1 KILOMETERS (3.2 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1244'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, SET NEAR A
 DD1244'POWER POLE IN THE FRONT YARD OF A ONE-STORY BRICK HOUSE, 43.28 METERS
 DD1244'(142.0 FEET) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE,
 DD1244'35.97 METERS (118.0 FEET) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 DD1244'THE HOUSE, 15.42 METERS (50.6 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE
 DD1244'OF THE HIGHWAY, 7.1 METERS (23.3 FEET) WEST-NORTHWEST OF THE
 DD1244'APPROXIMATE CENTER OF THE DRIVEWAY LEADING TO THE HOUSE, 1.46 METERS
 DD1244'(4.8 FEET) EAST-SOUTHEAST OF THE POWER POLE.
 DD1244'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1278 ***********************************************************************
 DD1278  DESIGNATION -  8 117
 DD1278  PID         -  DD1278
 DD1278  STATE/COUNTY-  SC/BERKELEY
 DD1278  USGS QUAD   -  ALVIN (1990)
 DD1278
 DD1278                         *CURRENT SURVEY CONTROL
 DD1278  ___________________________________________________________________
 DD1278* NAD 83(1986)-  33 17 19.     (N)    079 49 29.     (W)     SCALED    
 DD1278* NAVD 88     -        12.723  (meters)      41.74   (feet)  ADJUSTED  
 DD1278  ___________________________________________________________________
 DD1278  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DD1278  DYNAMIC HT  -          12.710 (meters)      41.70  (feet)  COMP
 DD1278  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 DD1278
 DD1278  VERT ORDER  -  FIRST     CLASS II
 DD1278
 DD1278.The horizontal coordinates were scaled from a topographic map and have
 DD1278.an estimated accuracy of +/- 6 seconds.
 DD1278
 DD1278.The orthometric height was determined by differential leveling
 DD1278.and adjusted by the National Geodetic Survey in June 1991..
 DD1278
 DD1278.The geoid height was determined by GEOID03.
 DD1278
 DD1278.The dynamic height is computed by dividing the NAVD 88
 DD1278.geopotential number by the normal gravity value computed on the
 DD1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1278.degrees latitude (g = 980.6199 gals.).
 DD1278
 DD1278.The modeled gravity was interpolated from observed gravity values.
 DD1278
 DD1278;                    North         East    Units  Estimated Accuracy
 DD1278;SPC SC       -   162,010.      719,050.      MT  (+/- 180 meters Scaled)
 DD1278
 DD1278                          SUPERSEDED SURVEY CONTROL
 DD1278
 DD1278  NGVD 29 (03/21/89)   13.024  (m)           42.73   (f) ADJUSTED    1 2
 DD1278
 DD1278.Superseded values are not recommended for survey control.
 DD1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1278.See file dsdata.txt to determine how the superseded data were derived.
 DD1278
 DD1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS094838(NAD 83)
 DD1278_MARKER: DB = BENCH MARK DISK
 DD1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1278_SP_SET: CONCRETE POST
 DD1278_STAMPING: VERT 8 117 1984
 DD1278_MARK LOGO: SCGS  
 DD1278_PROJECTION: FLUSH
 DD1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1278
 DD1278  HISTORY     - Date     Condition        Report By
 DD1278  HISTORY     - 1984     MONUMENTED       SCGS
 DD1278
 DD1278                          STATION DESCRIPTION
 DD1278
 DD1278'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1278'12.65 KM (7.85 MI) WEST FROM JAMESTOWN.
 DD1278'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1278'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 6.4
 DD1278'KILOMETERS (4.0 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 DD1278'NEAR A POWER POLE IN FRONT OF A ONE-STORY WOOD HOUSE, 18.11 METERS
 DD1278'(59.4 FEET) WEST-NORTHWEST OF A TWIN TRUNK OAK TREE, 7.92 METERS (26.0
 DD1278'FEET) WEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY LEADING TO THE
 DD1278'HOUSE, 12.49 METERS (41.0 FEET) SOUTH OF THE CENTERLINE OF THE
 DD1278'HIGHWAY, 1.40 METERS (4.6 FEET) SOUTH-SOUTHEAST OF THE POWER POLE,
 DD1278'6.55 METERS (21.5 FEET) EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX.
 DD1278'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1154 ***********************************************************************
 DD1154  DESIGNATION -  8 118
 DD1154  PID         -  DD1154
 DD1154  STATE/COUNTY-  SC/BERKELEY
 DD1154  USGS QUAD   -  JAMESTOWN (1973)
 DD1154
 DD1154                         *CURRENT SURVEY CONTROL
 DD1154  ___________________________________________________________________
 DD1154* NAD 83(1986)-  33 17 39.     (N)    079 41 14.     (W)     SCALED    
 DD1154* NAVD 88     -        10.602  (meters)      34.78   (feet)  ADJUSTED  
 DD1154  ___________________________________________________________________
 DD1154  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DD1154  DYNAMIC HT  -          10.591 (meters)      34.75  (feet)  COMP
 DD1154  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 DD1154
 DD1154  VERT ORDER  -  FIRST     CLASS II
 DD1154
 DD1154.The horizontal coordinates were scaled from a topographic map and have
 DD1154.an estimated accuracy of +/- 6 seconds.
 DD1154
 DD1154.The orthometric height was determined by differential leveling
 DD1154.and adjusted by the National Geodetic Survey in June 1991..
 DD1154
 DD1154.The geoid height was determined by GEOID03.
 DD1154
 DD1154.The dynamic height is computed by dividing the NAVD 88
 DD1154.geopotential number by the normal gravity value computed on the
 DD1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1154.degrees latitude (g = 980.6199 gals.).
 DD1154
 DD1154.The modeled gravity was interpolated from observed gravity values.
 DD1154
 DD1154;                    North         East    Units  Estimated Accuracy
 DD1154;SPC SC       -   162,780.      731,850.      MT  (+/- 180 meters Scaled)
 DD1154
 DD1154                          SUPERSEDED SURVEY CONTROL
 DD1154
 DD1154  NGVD 29 (03/21/89)   10.903  (m)           35.77   (f) ADJUSTED    1 2
 DD1154
 DD1154.Superseded values are not recommended for survey control.
 DD1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1154.See file dsdata.txt to determine how the superseded data were derived.
 DD1154
 DD1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS222846(NAD 83)
 DD1154_MARKER: DB = BENCH MARK DISK
 DD1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1154_SP_SET: CONCRETE POST
 DD1154_STAMPING: VERT 8 118 1984
 DD1154_MARK LOGO: SCGS  
 DD1154_PROJECTION: FLUSH
 DD1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1154
 DD1154  HISTORY     - Date     Condition        Report By
 DD1154  HISTORY     - 1984     MONUMENTED       SCGS
 DD1154
 DD1154                          STATION DESCRIPTION
 DD1154
 DD1154'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1154'1.05 KM (0.65 MI) NE FROM JAMESTOWN.
 DD1154'1.05 KILOMETERS (0.65 MILE) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1154'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, SET NEAR A
 DD1154'POWER POLE NEAR SOME SMALL BUILDINGS, 34.41 METERS (112.9 FEET) SOUTH
 DD1154'OF THE WEST CORNER OF THE LARGEST BUILDING, 8.47 METERS (27.8 FEET)
 DD1154'EAST-NORTHEAST OF A LONE 18-INCH OAK TREE THAT IS BETWEEN A SAND DRIVE
 DD1154'AND THE HIGHWAY, 7.41 METERS (24.3 FEET) SOUTHEAST OF THE APPROXIMATE
 DD1154'CENTER OF THE SAND DRIVE, 15.18 METERS (49.8 FEET) NORTHWEST OF THE
 DD1154'CENTERLINE OF THE HIGHWAY, 0.76 METER (2.5 FEET) SOUTHWEST OF THE
 DD1154'POWER POLE.
 DD1154'THE MARK IS 0.68 METERS  SW FROM A WITNESS POST.
 DD1154'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1186 ***********************************************************************
 DD1186  DESIGNATION -  8 119
 DD1186  PID         -  DD1186
 DD1186  STATE/COUNTY-  SC/BERKELEY
 DD1186  USGS QUAD   -  CORDESVILLE (1979)
 DD1186
 DD1186                         *CURRENT SURVEY CONTROL
 DD1186  ___________________________________________________________________
 DD1186* NAD 83(1986)-  33 07 31.     (N)    079 53 32.     (W)     SCALED    
 DD1186* NAVD 88     -        15.839  (meters)      51.97   (feet)  ADJUSTED  
 DD1186  ___________________________________________________________________
 DD1186  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DD1186  DYNAMIC HT  -          15.822 (meters)      51.91  (feet)  COMP
 DD1186  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DD1186
 DD1186  VERT ORDER  -  FIRST     CLASS II
 DD1186
 DD1186.The horizontal coordinates were scaled from a topographic map and have
 DD1186.an estimated accuracy of +/- 6 seconds.
 DD1186
 DD1186.The orthometric height was determined by differential leveling
 DD1186.and adjusted by the National Geodetic Survey in June 1991..
 DD1186
 DD1186.The geoid height was determined by GEOID03.
 DD1186
 DD1186.The dynamic height is computed by dividing the NAVD 88
 DD1186.geopotential number by the normal gravity value computed on the
 DD1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1186.degrees latitude (g = 980.6199 gals.).
 DD1186
 DD1186.The modeled gravity was interpolated from observed gravity values.
 DD1186
 DD1186;                    North         East    Units  Estimated Accuracy
 DD1186;SPC SC       -   143,830.      712,960.      MT  (+/- 180 meters Scaled)
 DD1186
 DD1186                          SUPERSEDED SURVEY CONTROL
 DD1186
 DD1186  NGVD 29 (03/21/89)   16.140  (m)           52.95   (f) ADJUSTED    1 2
 DD1186
 DD1186.Superseded values are not recommended for survey control.
 DD1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1186.See file dsdata.txt to determine how the superseded data were derived.
 DD1186
 DD1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS033657(NAD 83)
 DD1186_MARKER: DB = BENCH MARK DISK
 DD1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1186_SP_SET: CONCRETE POST
 DD1186_STAMPING: VERT 8 119 1984
 DD1186_MARK LOGO: SCGS  
 DD1186_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1186
 DD1186  HISTORY     - Date     Condition        Report By
 DD1186  HISTORY     - 1984     MONUMENTED       SCGS
 DD1186
 DD1186                          STATION DESCRIPTION
 DD1186
 DD1186'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1186'1.05 KM (0.65 MI) SW FROM CORDESVILLE.
 DD1186'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1186'POST OFFICE IN CORDESVILLE, THENCE 1.05 KILOMETERS (0.65 MILE)
 DD1186'SOUTHWEST ALONG COUNTY ROAD S-8-376, SET NEAR A BLAZED 24-INCH PINE
 DD1186'TREE IN THE SOUTH ANGLE OF THE INTERSECTION OF A DIM TRACK ROAD,
 DD1186'4.11 METERS (13.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE COUNTY
 DD1186'ROAD, 3.66 METERS (12.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF
 DD1186'THE TRACK ROAD, 2.32 METERS (7.6 FEET) NORTH-NORTHEAST OF THE BLAZED
 DD1186'PINE TREE.
 DD1186'THE MARK IS 0.50 METERS  NW FROM A WITNESS POST.
 DD1186'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1187 ***********************************************************************
 DD1187  DESIGNATION -  8 120
 DD1187  PID         -  DD1187
 DD1187  STATE/COUNTY-  SC/BERKELEY
 DD1187  USGS QUAD   -  KITTREDGE (1979)
 DD1187
 DD1187                         *CURRENT SURVEY CONTROL
 DD1187  ___________________________________________________________________
 DD1187* NAD 83(1986)-  33 06 53.     (N)    079 54 22.     (W)     SCALED    
 DD1187* NAVD 88     -        14.323  (meters)      46.99   (feet)  ADJUSTED  
 DD1187  ___________________________________________________________________
 DD1187  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1187  DYNAMIC HT  -          14.308 (meters)      46.94  (feet)  COMP
 DD1187  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 DD1187
 DD1187  VERT ORDER  -  FIRST     CLASS II
 DD1187
 DD1187.The horizontal coordinates were scaled from a topographic map and have
 DD1187.an estimated accuracy of +/- 6 seconds.
 DD1187
 DD1187.The orthometric height was determined by differential leveling
 DD1187.and adjusted by the National Geodetic Survey in June 1991..
 DD1187
 DD1187.The geoid height was determined by GEOID03.
 DD1187
 DD1187.The dynamic height is computed by dividing the NAVD 88
 DD1187.geopotential number by the normal gravity value computed on the
 DD1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1187.degrees latitude (g = 980.6199 gals.).
 DD1187
 DD1187.The modeled gravity was interpolated from observed gravity values.
 DD1187
 DD1187;                    North         East    Units  Estimated Accuracy
 DD1187;SPC SC       -   142,640.      711,680.      MT  (+/- 180 meters Scaled)
 DD1187
 DD1187                          SUPERSEDED SURVEY CONTROL
 DD1187
 DD1187  NGVD 29 (03/21/89)   14.624  (m)           47.98   (f) ADJUSTED    1 2
 DD1187
 DD1187.Superseded values are not recommended for survey control.
 DD1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1187.See file dsdata.txt to determine how the superseded data were derived.
 DD1187
 DD1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS020645(NAD 83)
 DD1187_MARKER: DB = BENCH MARK DISK
 DD1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1187_SP_SET: CONCRETE POST
 DD1187_STAMPING: VERT 8 120 1984
 DD1187_MARK LOGO: SCGS  
 DD1187_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1187
 DD1187  HISTORY     - Date     Condition        Report By
 DD1187  HISTORY     - 1984     MONUMENTED       SCGS
 DD1187
 DD1187                          STATION DESCRIPTION
 DD1187
 DD1187'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1187'2.8 KM (1.75 MI) SW FROM CORDESVILLE.
 DD1187'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1187'POST OFFICE IN CORDESVILLE, THENCE 2.8 KILOMETERS (1.75 MILES)
 DD1187'SOUTHWEST ALONG COUNTY ROAD S-8-376, SET NEAR TWO BLAZED PINE TREES,
 DD1187'16.34 METERS (53.6 FEET) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DD1187'SEABOARD COASTLINE RAILROAD, 8.02 METERS (26.3 FEET) SOUTHEAST OF THE
 DD1187'CENTERLINE OF THE COUNTY ROAD, 2.8 METERS (9.2 FEET) NORTHEAST OF THE
 DD1187'24-INCH BLAZED PINE TREE, 2.5 METERS (8.2 FEET) WEST-SOUTHWEST OF THE
 DD1187'10-INCH BLAZED PINE TREE.
 DD1187'THE MARK IS 0.50 METERS  NW FROM A WITNESS POST.
 DD1187'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1188 ***********************************************************************
 DD1188  DESIGNATION -  8 121
 DD1188  PID         -  DD1188
 DD1188  STATE/COUNTY-  SC/BERKELEY
 DD1188  USGS QUAD   -  KITTREDGE (1979)
 DD1188
 DD1188                         *CURRENT SURVEY CONTROL
 DD1188  ___________________________________________________________________
 DD1188* NAD 83(1986)-  33 06 43.     (N)    079 55 24.     (W)     SCALED    
 DD1188* NAVD 88     -        17.487  (meters)      57.37   (feet)  ADJUSTED  
 DD1188  ___________________________________________________________________
 DD1188  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DD1188  DYNAMIC HT  -          17.468 (meters)      57.31  (feet)  COMP
 DD1188  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DD1188
 DD1188  VERT ORDER  -  FIRST     CLASS II
 DD1188
 DD1188.The horizontal coordinates were scaled from a topographic map and have
 DD1188.an estimated accuracy of +/- 6 seconds.
 DD1188
 DD1188.The orthometric height was determined by differential leveling
 DD1188.and adjusted by the National Geodetic Survey in June 1991..
 DD1188
 DD1188.The geoid height was determined by GEOID03.
 DD1188
 DD1188.The dynamic height is computed by dividing the NAVD 88
 DD1188.geopotential number by the normal gravity value computed on the
 DD1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1188.degrees latitude (g = 980.6199 gals.).
 DD1188
 DD1188.The modeled gravity was interpolated from observed gravity values.
 DD1188
 DD1188;                    North         East    Units  Estimated Accuracy
 DD1188;SPC SC       -   142,320.      710,070.      MT  (+/- 180 meters Scaled)
 DD1188
 DD1188                          SUPERSEDED SURVEY CONTROL
 DD1188
 DD1188  NGVD 29 (03/21/89)   17.788  (m)           58.36   (f) ADJUSTED    1 2
 DD1188
 DD1188.Superseded values are not recommended for survey control.
 DD1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1188.See file dsdata.txt to determine how the superseded data were derived.
 DD1188
 DD1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS004642(NAD 83)
 DD1188_MARKER: DB = BENCH MARK DISK
 DD1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1188_SP_SET: CONCRETE POST
 DD1188_STAMPING: VERT 8 121 1984
 DD1188_MARK LOGO: SCGS  
 DD1188_PROJECTION: FLUSH
 DD1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1188
 DD1188  HISTORY     - Date     Condition        Report By
 DD1188  HISTORY     - 1984     MONUMENTED       SCGS
 DD1188
 DD1188                          STATION DESCRIPTION
 DD1188
 DD1188'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1188'4.6 KM (2.85 MI) SW FROM CORDESVILLE.
 DD1188'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1188'POST OFFICE IN CORDESVILLE, THENCE 4.6 KILOMETERS (2.85 MILES)
 DD1188'SOUTHWEST ALONG COUNTY ROAD S-8-376, SET IN A CLUSTER OF PINE TREES IN
 DD1188'THE NORTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-8-869,
 DD1188'31.09 METERS (102.0 FEET) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY
 DD1188'ROAD S-8-869, 13.35 METERS (43.8 FEET) NORTH-NORTHWEST OF THE
 DD1188'CENTERLINE OF COUNTY ROAD S-8-376, 36.73 METERS (120.5 FEET)
 DD1188'SOUTH-SOUTHWEST OF THE WEST CORNER OF A CINDER BLOCK BUILDING (A
 DD1188'CHURCH), 35.05 METERS (115.0 FEET) SOUTHWEST OF THE SOUTH CORNER OF
 DD1188'THE CINDER BLOCK BUILDING (THE CHURCH).
 DD1188'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1189 ***********************************************************************
 DD1189  DESIGNATION -  8 122
 DD1189  PID         -  DD1189
 DD1189  STATE/COUNTY-  SC/BERKELEY
 DD1189  USGS QUAD   -  KITTREDGE (1979)
 DD1189
 DD1189                         *CURRENT SURVEY CONTROL
 DD1189  ___________________________________________________________________
 DD1189* NAD 83(1986)-  33 06 10.     (N)    079 56 16.     (W)     SCALED    
 DD1189* NAVD 88     -         8.393  (meters)      27.54   (feet)  ADJUSTED  
 DD1189  ___________________________________________________________________
 DD1189  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DD1189  DYNAMIC HT  -           8.384 (meters)      27.51  (feet)  COMP
 DD1189  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 DD1189
 DD1189  VERT ORDER  -  FIRST     CLASS II
 DD1189
 DD1189.The horizontal coordinates were scaled from a topographic map and have
 DD1189.an estimated accuracy of +/- 6 seconds.
 DD1189
 DD1189.The orthometric height was determined by differential leveling
 DD1189.and adjusted by the National Geodetic Survey in June 1991..
 DD1189
 DD1189.The geoid height was determined by GEOID03.
 DD1189
 DD1189.The dynamic height is computed by dividing the NAVD 88
 DD1189.geopotential number by the normal gravity value computed on the
 DD1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1189.degrees latitude (g = 980.6199 gals.).
 DD1189
 DD1189.The modeled gravity was interpolated from observed gravity values.
 DD1189
 DD1189;                    North         East    Units  Estimated Accuracy
 DD1189;SPC SC       -   141,290.      708,740.      MT  (+/- 180 meters Scaled)
 DD1189
 DD1189                          SUPERSEDED SURVEY CONTROL
 DD1189
 DD1189  NGVD 29 (03/21/89)    8.694  (m)           28.52   (f) ADJUSTED    1 2
 DD1189
 DD1189.Superseded values are not recommended for survey control.
 DD1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1189.See file dsdata.txt to determine how the superseded data were derived.
 DD1189
 DD1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS991631(NAD 83)
 DD1189_MARKER: DB = BENCH MARK DISK
 DD1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1189_SP_SET: CONCRETE POST
 DD1189_STAMPING: VERT 8 122 1984
 DD1189_MARK LOGO: SCGS  
 DD1189_PROJECTION: FLUSH
 DD1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1189
 DD1189  HISTORY     - Date     Condition        Report By
 DD1189  HISTORY     - 1984     MONUMENTED       SCGS
 DD1189
 DD1189                          STATION DESCRIPTION
 DD1189
 DD1189'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1189'6.5 KM (4.05 MI) SW FROM CORDESVILLE.
 DD1189'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1189'POST OFFICE IN CORDESVILLE, THENCE 6.5 KILOMETERS (4.05 MILES)
 DD1189'SOUTHWEST ALONG COUNTY ROAD S-8-376, SET NEAR A POWER POLE IN THE
 DD1189'MEDIAN AT THE INTERSECTION OF COUNTY ROAD S-8-44, 9.2 METERS (30.2
 DD1189'FEET) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S-8-44,
 DD1189'11.28 METERS (37.0 FEET) WEST OF THE CENTERLINE OF COUNTY ROAD
 DD1189'S-8-376, 13.96 METERS (45.8 FEET) SOUTH OF THE APPROXIMATE CENTER OF
 DD1189'THE CROSS OVER ROAD, 1.22 METERS (4.0 FEET) NORTHEAST OF THE POWER
 DD1189'POLE.
 DD1189'THE MARK IS 0.50 METERS  S FROM A WITNESS POST.
 DD1189'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1298 ***********************************************************************
 DD1298  DESIGNATION -  8 123
 DD1298  PID         -  DD1298
 DD1298  STATE/COUNTY-  SC/BERKELEY
 DD1298  USGS QUAD   -  KITTREDGE (1979)
 DD1298
 DD1298                         *CURRENT SURVEY CONTROL
 DD1298  ___________________________________________________________________
 DD1298* NAD 83(1986)-  33 06 54.     (N)    079 56 17.     (W)     SCALED    
 DD1298* NAVD 88     -         9.982  (meters)      32.75   (feet)  ADJUSTED  
 DD1298  ___________________________________________________________________
 DD1298  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DD1298  DYNAMIC HT  -           9.972 (meters)      32.72  (feet)  COMP
 DD1298  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 DD1298
 DD1298  VERT ORDER  -  FIRST     CLASS II
 DD1298
 DD1298.The horizontal coordinates were scaled from a topographic map and have
 DD1298.an estimated accuracy of +/- 6 seconds.
 DD1298
 DD1298.The orthometric height was determined by differential leveling
 DD1298.and adjusted by the National Geodetic Survey in June 1991..
 DD1298
 DD1298.The geoid height was determined by GEOID03.
 DD1298
 DD1298.The dynamic height is computed by dividing the NAVD 88
 DD1298.geopotential number by the normal gravity value computed on the
 DD1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1298.degrees latitude (g = 980.6199 gals.).
 DD1298
 DD1298.The modeled gravity was interpolated from observed gravity values.
 DD1298
 DD1298;                    North         East    Units  Estimated Accuracy
 DD1298;SPC SC       -   142,640.      708,700.      MT  (+/- 180 meters Scaled)
 DD1298
 DD1298                          SUPERSEDED SURVEY CONTROL
 DD1298
 DD1298  NGVD 29 (03/21/89)   10.283  (m)           33.74   (f) ADJUSTED    1 2
 DD1298
 DD1298.Superseded values are not recommended for survey control.
 DD1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1298.See file dsdata.txt to determine how the superseded data were derived.
 DD1298
 DD1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990645(NAD 83)
 DD1298_MARKER: DB = BENCH MARK DISK
 DD1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1298_SP_SET: CONCRETE POST
 DD1298_STAMPING: VERT 8 123 1984
 DD1298_MARK LOGO: SCGS  
 DD1298_PROJECTION: FLUSH
 DD1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1298
 DD1298  HISTORY     - Date     Condition        Report By
 DD1298  HISTORY     - 1984     MONUMENTED       SCGS
 DD1298
 DD1298                          STATION DESCRIPTION
 DD1298
 DD1298'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1298'6.4 KM (4.0 MI) WSW FROM CORDESVILLE.
 DD1298'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1298'POST OFFICE IN CORDESVILLE, THENCE 6.5 KILOMETERS (4.05 MILES)
 DD1298'SOUTHWEST ALONG COUNTY ROAD S-8-376, THENCE 1.6 KILOMETERS (1.0 MILE)
 DD1298'NORTH ALONG COUNTY ROAD S-8-44, SET NEAR A LONE TWIN TRUNK OAK TREE IN
 DD1298'THE SOUTHWEST ANGLE OF THE INTERSECTION OF A PAVED DRIVE LEADING TO
 DD1298'MEPKIN ABBEY, 28.8 METERS (94.5 FEET) NORTHEAST OF THE NORTHEAST
 DD1298'CORNER OF A ONE-STORY BRICK HOUSE, 13.1 METERS (43.0 FEET) SOUTH OF
 DD1298'THE APPROXIMATE CENTER OF THE DRIVE, 16.15 METERS (53.0 FEET) WEST OF
 DD1298'THE CENTERLINE OF THE COUNTY ROAD, 12.71 METERS (41.7 FEET)
 DD1298'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A 10-FOOT HIGH BRICK PILLAR
 DD1298'ON THE SOUTH SIDE OF THE DRIVE, 5.18 METERS (17.0 FEET) EAST OF THE
 DD1298'TWIN TRUNK OAK TREE.
 DD1298'THE MARK IS 1.00 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1297 ***********************************************************************
 DD1297  DESIGNATION -  8 124
 DD1297  PID         -  DD1297
 DD1297  STATE/COUNTY-  SC/BERKELEY
 DD1297  USGS QUAD   -  CORDESVILLE (1979)
 DD1297
 DD1297                         *CURRENT SURVEY CONTROL
 DD1297  ___________________________________________________________________
 DD1297* NAD 83(1986)-  33 07 51.     (N)    079 57 01.     (W)     SCALED    
 DD1297* NAVD 88     -         8.863  (meters)      29.08   (feet)  ADJUSTED  
 DD1297  ___________________________________________________________________
 DD1297  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DD1297  DYNAMIC HT  -           8.853 (meters)      29.05  (feet)  COMP
 DD1297  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DD1297
 DD1297  VERT ORDER  -  FIRST     CLASS II
 DD1297
 DD1297.The horizontal coordinates were scaled from a topographic map and have
 DD1297.an estimated accuracy of +/- 6 seconds.
 DD1297
 DD1297.The orthometric height was determined by differential leveling
 DD1297.and adjusted by the National Geodetic Survey in June 1991..
 DD1297
 DD1297.The geoid height was determined by GEOID03.
 DD1297
 DD1297.The dynamic height is computed by dividing the NAVD 88
 DD1297.geopotential number by the normal gravity value computed on the
 DD1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1297.degrees latitude (g = 980.6199 gals.).
 DD1297
 DD1297.The modeled gravity was interpolated from observed gravity values.
 DD1297
 DD1297;                    North         East    Units  Estimated Accuracy
 DD1297;SPC SC       -   144,390.      707,540.      MT  (+/- 180 meters Scaled)
 DD1297
 DD1297                          SUPERSEDED SURVEY CONTROL
 DD1297
 DD1297  NGVD 29 (03/21/89)    9.164  (m)           30.07   (f) ADJUSTED    1 2
 DD1297
 DD1297.Superseded values are not recommended for survey control.
 DD1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1297.See file dsdata.txt to determine how the superseded data were derived.
 DD1297
 DD1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS979662(NAD 83)
 DD1297_MARKER: DB = BENCH MARK DISK
 DD1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1297_SP_SET: CONCRETE POST
 DD1297_STAMPING: VERT 8 124 1984
 DD1297_MARK LOGO: SCGS  
 DD1297_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1297
 DD1297  HISTORY     - Date     Condition        Report By
 DD1297  HISTORY     - 1984     MONUMENTED       SCGS
 DD1297
 DD1297                          STATION DESCRIPTION
 DD1297
 DD1297'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1297'6.4 KM (4.0 MI) WEST FROM CORDESVILLE.
 DD1297'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1297'POST OFFICE IN CORDESVILLE, THENCE 6.5 KILOMETERS (4.05 MILES)
 DD1297'SOUTHWEST ALONG COUNTY ROAD S-8-376, THENCE 3.45 KILOMETERS (2.15
 DD1297'MILES) NORTH ALONG COUNTY ROAD S-8-44, SET NEAR A POWER POLE,
 DD1297'9.27 METERS (30.4 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD,
 DD1297'7.62 METERS (25.0 FEET) SOUTH-SOUTHWEST OF A 10-INCH BLAZED PINE TREE,
 DD1297'3.96 METERS (13.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE EDGE OF A
 DD1297'TIMBER LINE, 0.76 METER (2.5 FEET) NORTH-NORTHWEST OF THE POWER POLE.
 DD1297'THE MARK IS 0.90 METERS  SSE FROM A WITNESS POST.
 DD1297'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1296 ***********************************************************************
 DD1296  DESIGNATION -  8 125
 DD1296  PID         -  DD1296
 DD1296  STATE/COUNTY-  SC/BERKELEY
 DD1296  USGS QUAD   -  CORDESVILLE (1979)
 DD1296
 DD1296                         *CURRENT SURVEY CONTROL
 DD1296  ___________________________________________________________________
 DD1296* NAD 83(1986)-  33 08 44.     (N)    079 57 26.     (W)     SCALED    
 DD1296* NAVD 88     -        10.448  (meters)      34.28   (feet)  ADJUSTED  
 DD1296  ___________________________________________________________________
 DD1296  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DD1296  DYNAMIC HT  -          10.437 (meters)      34.24  (feet)  COMP
 DD1296  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DD1296
 DD1296  VERT ORDER  -  FIRST     CLASS II
 DD1296
 DD1296.The horizontal coordinates were scaled from a topographic map and have
 DD1296.an estimated accuracy of +/- 6 seconds.
 DD1296
 DD1296.The orthometric height was determined by differential leveling
 DD1296.and adjusted by the National Geodetic Survey in June 1991..
 DD1296
 DD1296.The geoid height was determined by GEOID03.
 DD1296
 DD1296.The dynamic height is computed by dividing the NAVD 88
 DD1296.geopotential number by the normal gravity value computed on the
 DD1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1296.degrees latitude (g = 980.6199 gals.).
 DD1296
 DD1296.The modeled gravity was interpolated from observed gravity values.
 DD1296
 DD1296;                    North         East    Units  Estimated Accuracy
 DD1296;SPC SC       -   146,010.      706,870.      MT  (+/- 180 meters Scaled)
 DD1296
 DD1296                          SUPERSEDED SURVEY CONTROL
 DD1296
 DD1296  NGVD 29 (03/21/89)   10.749  (m)           35.27   (f) ADJUSTED    1 2
 DD1296
 DD1296.Superseded values are not recommended for survey control.
 DD1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1296.See file dsdata.txt to determine how the superseded data were derived.
 DD1296
 DD1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS972679(NAD 83)
 DD1296_MARKER: DB = BENCH MARK DISK
 DD1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1296_SP_SET: CONCRETE POST
 DD1296_STAMPING: VERT 8 125 1984
 DD1296_MARK LOGO: SCGS  
 DD1296_PROJECTION: FLUSH
 DD1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1296
 DD1296  HISTORY     - Date     Condition        Report By
 DD1296  HISTORY     - 1984     MONUMENTED       SCGS
 DD1296
 DD1296                          STATION DESCRIPTION
 DD1296
 DD1296'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1296'7.1 KM (4.4 MI) WNW FROM CORDESVILLE.
 DD1296'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1296'POST OFFICE IN CORDESVILLE, THENCE 6.5 KILOMETERS (4.05 MILES)
 DD1296'SOUTHWEST ALONG COUNTY ROAD S-8-376, THENCE 5.3 KILOMETERS (3.3 MILES)
 DD1296'NORTH ALONG COUNTY ROAD S-8-44, SET NEAR A FENCE CORNER AT THE
 DD1296'INTERSECTION OF A SAND ROAD WITH TWO 5-FOOT PILLARS, 7.71 METERS (25.3
 DD1296'FEET) WEST OF THE CENTERLINE OF THE ROAD, 3.66 METERS (12.0 FEET)
 DD1296'SOUTH OF THE APPROXIMATE CENTER OF THE SAND ROAD, 8.69 METERS (28.5
 DD1296'FEET) EAST-NORTHEAST OF THE BRICK PILLAR ON THE SOUTH SIDE OF THE SAND
 DD1296'ROAD, 0.82 METER (2.7 FEET) NORTH OF THE FENCE CORNER, 10.73 METERS
 DD1296'(35.2 FEET) EAST-SOUTHEAST OF THE BRICK PILLAR ON THE NORTH SIDE OF
 DD1296'THE SAND ROAD.
 DD1296'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1295 ***********************************************************************
 DD1295  DESIGNATION -  8 126
 DD1295  PID         -  DD1295
 DD1295  STATE/COUNTY-  SC/BERKELEY
 DD1295  USGS QUAD   -  CORDESVILLE (1979)
 DD1295
 DD1295                         *CURRENT SURVEY CONTROL
 DD1295  ___________________________________________________________________
 DD1295* NAD 83(1986)-  33 09 34.     (N)    079 57 32.     (W)     SCALED    
 DD1295* NAVD 88     -        10.061  (meters)      33.01   (feet)  ADJUSTED  
 DD1295  ___________________________________________________________________
 DD1295  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DD1295  DYNAMIC HT  -          10.050 (meters)      32.97  (feet)  COMP
 DD1295  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 DD1295
 DD1295  VERT ORDER  -  FIRST     CLASS II
 DD1295
 DD1295.The horizontal coordinates were scaled from a topographic map and have
 DD1295.an estimated accuracy of +/- 6 seconds.
 DD1295
 DD1295.The orthometric height was determined by differential leveling
 DD1295.and adjusted by the National Geodetic Survey in June 1991..
 DD1295
 DD1295.The geoid height was determined by GEOID03.
 DD1295
 DD1295.The dynamic height is computed by dividing the NAVD 88
 DD1295.geopotential number by the normal gravity value computed on the
 DD1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1295.degrees latitude (g = 980.6199 gals.).
 DD1295
 DD1295.The modeled gravity was interpolated from observed gravity values.
 DD1295
 DD1295;                    North         East    Units  Estimated Accuracy
 DD1295;SPC SC       -   147,550.      706,700.      MT  (+/- 180 meters Scaled)
 DD1295
 DD1295                          SUPERSEDED SURVEY CONTROL
 DD1295
 DD1295  NGVD 29 (03/21/89)   10.362  (m)           34.00   (f) ADJUSTED    1 2
 DD1295
 DD1295.Superseded values are not recommended for survey control.
 DD1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1295.See file dsdata.txt to determine how the superseded data were derived.
 DD1295
 DD1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS970694(NAD 83)
 DD1295_MARKER: DB = BENCH MARK DISK
 DD1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1295_SP_SET: CONCRETE POST
 DD1295_STAMPING: VERT 8 126 1984
 DD1295_MARK LOGO: SCGS  
 DD1295_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1295
 DD1295  HISTORY     - Date     Condition        Report By
 DD1295  HISTORY     - 1984     MONUMENTED       SCGS
 DD1295
 DD1295                          STATION DESCRIPTION
 DD1295
 DD1295'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1295'7.9 KM (4.9 MI) NW FROM CORDESVILLE.
 DD1295'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1295'POST OFFICE IN CORDESVILLE, THENCE 6.5 KILOMETERS (4.05 MILES)
 DD1295'SOUTHWEST ALONG COUNTY ROAD S-8-376, THENCE 7.1 KILOMETERS (4.4 MILES)
 DD1295'NORTH ALONG COUNTY ROAD S-8-44, SET NEAR A POWER POLE AND TWO 48-INCH
 DD1295'BLAZED PINE TREES, 9.45 METERS (31.0 FEET) WEST-NORTHWEST OF THE
 DD1295'CENTERLINE OF THE ROAD, 13.84 METERS (45.4 FEET) SOUTH-SOUTHEAST OF
 DD1295'THE 48-INCH BLAZED PINE TREE NORTH OF THE POWER POLE, 6.8 METERS (22.3
 DD1295'FEET) EAST-NORTHEAST OF THE 48-INCH BLAZED PINE TREE SOUTH OF THE
 DD1295'POWER POLE, 0.91 METER (3.0 FEET) NORTH OF THE POWER POLE.
 DD1295'THE MARK IS 0.60 METERS  ESE FROM A WITNESS POST.
 DD1295'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1294 ***********************************************************************
 DD1294  DESIGNATION -  8 127
 DD1294  PID         -  DD1294
 DD1294  STATE/COUNTY-  SC/BERKELEY
 DD1294  USGS QUAD   -  CORDESVILLE (1979)
 DD1294
 DD1294                         *CURRENT SURVEY CONTROL
 DD1294  ___________________________________________________________________
 DD1294* NAD 83(1986)-  33 10 47.     (N)    079 57 17.     (W)     SCALED    
 DD1294* NAVD 88     -         9.120  (meters)      29.92   (feet)  ADJUSTED  
 DD1294  ___________________________________________________________________
 DD1294  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DD1294  DYNAMIC HT  -           9.111 (meters)      29.89  (feet)  COMP
 DD1294  MODELED GRAV-     979,574.9   (mgal)                       NAVD 88
 DD1294
 DD1294  VERT ORDER  -  FIRST     CLASS II
 DD1294
 DD1294.The horizontal coordinates were scaled from a topographic map and have
 DD1294.an estimated accuracy of +/- 6 seconds.
 DD1294
 DD1294.The orthometric height was determined by differential leveling
 DD1294.and adjusted by the National Geodetic Survey in June 1991..
 DD1294
 DD1294.The geoid height was determined by GEOID03.
 DD1294
 DD1294.The dynamic height is computed by dividing the NAVD 88
 DD1294.geopotential number by the normal gravity value computed on the
 DD1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1294.degrees latitude (g = 980.6199 gals.).
 DD1294
 DD1294.The modeled gravity was interpolated from observed gravity values.
 DD1294
 DD1294;                    North         East    Units  Estimated Accuracy
 DD1294;SPC SC       -   149,810.      707,070.      MT  (+/- 180 meters Scaled)
 DD1294
 DD1294                          SUPERSEDED SURVEY CONTROL
 DD1294
 DD1294  NGVD 29 (03/21/89)    9.422  (m)           30.91   (f) ADJUSTED    1 2
 DD1294
 DD1294.Superseded values are not recommended for survey control.
 DD1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1294.See file dsdata.txt to determine how the superseded data were derived.
 DD1294
 DD1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS974716(NAD 83)
 DD1294_MARKER: DB = BENCH MARK DISK
 DD1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1294_SP_SET: CONCRETE POST
 DD1294_STAMPING: VERT 8 127 1984
 DD1294_MARK LOGO: SCGS  
 DD1294_PROJECTION: FLUSH
 DD1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1294
 DD1294  HISTORY     - Date     Condition        Report By
 DD1294  HISTORY     - 1984     MONUMENTED       SCGS
 DD1294
 DD1294                          STATION DESCRIPTION
 DD1294
 DD1294'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1294'4.8 KM (3.0 MI) ESE FROM MONCKS CORNER.
 DD1294'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1294'POST OFFICE IN CORDESVILLE, THENCE 6.5 KILOMETERS (4.05 MILES)
 DD1294'SOUTHWEST ALONG COUNTY ROAD S-8-376, THENCE 9.2 KILOMETERS (5.7 MILES)
 DD1294'NORTH ALONG COUNTY ROAD S-8-44, SET NEAR A LONE MAGNOLIA TREE IN THE
 DD1294'SOUTHWEST ANGLE OF THE INTERSECTION OF A SAND DRIVE LEADING TO THE
 DD1294'UNBRIA RANCH, 14.84 METERS (48.7 FEET) WEST OF THE CENTERLINE OF THE
 DD1294'ROAD, 3.35 METERS (11.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE
 DD1294'SAND DRIVE, 3.96 METERS (13.0 FEET) NORTHWEST OF A 6-FOOT HIGH BRICK
 DD1294'PILLAR USED AS A FENCE CORNER, 1.98 METERS (6.5 FEET) EAST-SOUTHEAST
 DD1294'OF A 6-FOOT HIGH BRICK PILLAR USED FOR A GATE SUPPORT, 1.58 METERS
 DD1294'(5.2 FEET) NORTH-NORTHEAST OF THE MAGNOLIA TREE.
 DD1294'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1293 ***********************************************************************
 DD1293  DESIGNATION -  8 128
 DD1293  PID         -  DD1293
 DD1293  STATE/COUNTY-  SC/BERKELEY
 DD1293  USGS QUAD   -  CORDESVILLE (1979)
 DD1293
 DD1293                         *CURRENT SURVEY CONTROL
 DD1293  ___________________________________________________________________
 DD1293* NAD 83(1986)-  33 11 46.     (N)    079 57 11.     (W)     SCALED    
 DD1293* NAVD 88     -         2.184  (meters)       7.17   (feet)  ADJUSTED  
 DD1293  ___________________________________________________________________
 DD1293  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DD1293  DYNAMIC HT  -           2.182 (meters)       7.16  (feet)  COMP
 DD1293  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DD1293
 DD1293  VERT ORDER  -  FIRST     CLASS II
 DD1293
 DD1293.The horizontal coordinates were scaled from a topographic map and have
 DD1293.an estimated accuracy of +/- 6 seconds.
 DD1293
 DD1293.The orthometric height was determined by differential leveling
 DD1293.and adjusted by the National Geodetic Survey in June 1991..
 DD1293
 DD1293.The geoid height was determined by GEOID03.
 DD1293
 DD1293.The dynamic height is computed by dividing the NAVD 88
 DD1293.geopotential number by the normal gravity value computed on the
 DD1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1293.degrees latitude (g = 980.6199 gals.).
 DD1293
 DD1293.The modeled gravity was interpolated from observed gravity values.
 DD1293
 DD1293;                    North         East    Units  Estimated Accuracy
 DD1293;SPC SC       -   151,620.      707,210.      MT  (+/- 180 meters Scaled)
 DD1293
 DD1293                          SUPERSEDED SURVEY CONTROL
 DD1293
 DD1293  NGVD 29 (03/21/89)    2.486  (m)            8.16   (f) ADJUSTED    1 2
 DD1293
 DD1293.Superseded values are not recommended for survey control.
 DD1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1293.See file dsdata.txt to determine how the superseded data were derived.
 DD1293
 DD1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS975735(NAD 83)
 DD1293_MARKER: DB = BENCH MARK DISK
 DD1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1293_SP_SET: CONCRETE POST
 DD1293_STAMPING: VERT 8 128 1984
 DD1293_MARK LOGO: SCGS  
 DD1293_PROJECTION: FLUSH
 DD1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1293
 DD1293  HISTORY     - Date     Condition        Report By
 DD1293  HISTORY     - 1984     MONUMENTED       SCGS
 DD1293
 DD1293                          STATION DESCRIPTION
 DD1293
 DD1293'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1293'4.8 KM (3.0 MI) EAST FROM MONCKS CORNER.
 DD1293'10.1 KILOMETERS (6.3 MILES) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1293'POST OFFICE IN CORDESVILLE, SET BETWEEN A BOAT RAMP AND A BRIDGE FOR
 DD1293'FISHING, 52.43 METERS (172.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER
 DD1293'OF THE ENTRANCE DRIVE TO THE BOAT RAMP AND PARKING AREA, 18.9 METERS
 DD1293'(62.0 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.91 METERS
 DD1293'(35.8 FEET) EAST OF THE NORTHWEST CORNER OF THE FISHING BRIDGE,
 DD1293'10.67 METERS (35.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 DD1293'BOAT RAMP, 10.36 METERS (34.0 FEET) NORTHWEST OF THE APPROXIMATE EDGE
 DD1293'OF WADBOO CREEK.
 DD1293'THE MARK IS 1.50 METERS  SW FROM A WITNESS POST.
 DD1293'THE MARK IS 1.50 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1292 ***********************************************************************
 DD1292  DESIGNATION -  8 129
 DD1292  PID         -  DD1292
 DD1292  STATE/COUNTY-  SC/BERKELEY
 DD1292  USGS QUAD   -  CORDESVILLE (1979)
 DD1292
 DD1292                         *CURRENT SURVEY CONTROL
 DD1292  ___________________________________________________________________
 DD1292* NAD 83(1986)-  33 12 37.     (N)    079 57 54.     (W)     SCALED    
 DD1292* NAVD 88     -         8.564  (meters)      28.10   (feet)  ADJUSTED  
 DD1292  ___________________________________________________________________
 DD1292  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DD1292  DYNAMIC HT  -           8.555 (meters)      28.07  (feet)  COMP
 DD1292  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 DD1292
 DD1292  VERT ORDER  -  FIRST     CLASS II
 DD1292
 DD1292.The horizontal coordinates were scaled from a topographic map and have
 DD1292.an estimated accuracy of +/- 6 seconds.
 DD1292
 DD1292.The orthometric height was determined by differential leveling
 DD1292.and adjusted by the National Geodetic Survey in June 1991..
 DD1292
 DD1292.The geoid height was determined by GEOID03.
 DD1292
 DD1292.The dynamic height is computed by dividing the NAVD 88
 DD1292.geopotential number by the normal gravity value computed on the
 DD1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1292.degrees latitude (g = 980.6199 gals.).
 DD1292
 DD1292.The modeled gravity was interpolated from observed gravity values.
 DD1292
 DD1292;                    North         East    Units  Estimated Accuracy
 DD1292;SPC SC       -   153,180.      706,080.      MT  (+/- 180 meters Scaled)
 DD1292
 DD1292                          SUPERSEDED SURVEY CONTROL
 DD1292
 DD1292  NGVD 29 (03/21/89)    8.865  (m)           29.08   (f) ADJUSTED    1 2
 DD1292
 DD1292.Superseded values are not recommended for survey control.
 DD1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1292.See file dsdata.txt to determine how the superseded data were derived.
 DD1292
 DD1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS964750(NAD 83)
 DD1292_MARKER: DB = BENCH MARK DISK
 DD1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1292_SP_SET: CONCRETE POST
 DD1292_STAMPING: VERT 8 129 1984
 DD1292_MARK LOGO: SCGS  
 DD1292_PROJECTION: FLUSH
 DD1292_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1292+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2001
 DD1292
 DD1292  HISTORY     - Date     Condition        Report By
 DD1292  HISTORY     - 1984     MONUMENTED       SCGS
 DD1292  HISTORY     - 20011113 GOOD             SCGS
 DD1292
 DD1292                          STATION DESCRIPTION
 DD1292
 DD1292'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1292'4.7 KM (2.9 MI) NE FROM MONCKS CORNER.
 DD1292'12.1 KILOMETERS (7.5 MILES) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1292'POST OFFICE IN CORDESVILLE, SET NEAR A POWER POLE WITH THREE GUY WIRES
 DD1292'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF A PAVED DRIVE,
 DD1292'32.46 METERS (106.5 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DD1292'ONE-STORY HOUSE, 10.49 METERS (34.4 FEET) WEST-SOUTHWEST OF THE
 DD1292'CENTERLINE OF THE HIGHWAY, 13.96 METERS (45.8 FEET) EAST-NORTHEAST OF
 DD1292'A TWIN TRUNK OAK TREE, 19.51 METERS (64.0 FEET) NORTH-NORTHWEST OF THE
 DD1292'APPROXIMATE CENTER OF THE PAVED DRIVE, 1.52 METERS (5.0 FEET)
 DD1292'NORTH-NORTHWEST OF THE POWER POLE, 13.32 METERS (43.7 FEET) SOUTHEAST
 DD1292'OF A TELEPHONE JUNCTION BOX.
 DD1292'THE MARK IS 0.90 M BELOW HIGHWAY.
 DD1292
 DD1292                          STATION RECOVERY (2001)
 DD1292
 DD1292'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1292'STATION IS LOCATED 3.0 MILES (4.8 KM) EAST NORTHEAST OF MONCKS CORNER.
 DD1292'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DD1292'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE FORK
 DD1292'JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE, 3.25 MILES (5.23 KM)
 DD1292'NORTHEAST OF MONCKS CORNER, GO SOUTHWEST ON HIGHWAYS 52 AND 17
 DD1292'ALTERNATE FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE HIGHWAY 402,
 DD1292'TURN LEFT ON HIGHWAY 402 FOR 0.25 MILE (0.40 KM) TO A T-JUNCTION ,
 DD1292'TURN RIGHT ON HIGHWAY 402 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE
 DD1292'RIGHT NEAR A POWER POLE IN THE NORTHWEST ANGLE OF A PAVED ROAD RIGHT
 DD1292'(MIXSON WAY).  STATION IS A CONCRETE POST RECESSED 0.4 FOOT (12.2 CM)
 DD1292'AND 3.0 FEET (0.9 M) BELOW THE HIGHWAY, 34.4 FEET (10.5 M) WEST
 DD1292'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 52.8 FEET (16.1 M) NORTH
 DD1292'NORTHWEST OF THE NORTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH
 DD1292'THE PAVED ROAD, 5.2 FEET (1.6 M) NORTH NORTHWEST OF THE POWER POLE
 DD1292'WITH FOUR GUY WIRES, 51.3 FEET (15.6 M) SOUTH SOUTHEAST OF THE SOUTH
 DD1292'END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY TO A
 DD1292'VINYL-SIDED HOUSE NUMBER 1159, 106.5 FEET (32.5 M) SOUTHEAST OF THE
 DD1292'SOUTHEAST CORNER OF THE HOUSE, 5.2 FEET (1.6 M) NORTH NORTHWEST OF A
 DD1292'WITNESS POST. RECOVERED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1246 ***********************************************************************
 DD1246  DESIGNATION -  8 130
 DD1246  PID         -  DD1246
 DD1246  STATE/COUNTY-  SC/BERKELEY
 DD1246  USGS QUAD   -  ALVIN (1990)
 DD1246
 DD1246                         *CURRENT SURVEY CONTROL
 DD1246  ___________________________________________________________________
 DD1246* NAD 83(1986)-  33 17 51.     (N)    079 46 03.     (W)     SCALED    
 DD1246* NAVD 88     -        10.304  (meters)      33.81   (feet)  ADJUSTED  
 DD1246  ___________________________________________________________________
 DD1246  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DD1246  DYNAMIC HT  -          10.293 (meters)      33.77  (feet)  COMP
 DD1246  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 DD1246
 DD1246  VERT ORDER  -  FIRST     CLASS II
 DD1246
 DD1246.The horizontal coordinates were scaled from a topographic map and have
 DD1246.an estimated accuracy of +/- 6 seconds.
 DD1246
 DD1246.The orthometric height was determined by differential leveling
 DD1246.and adjusted by the National Geodetic Survey in June 1991..
 DD1246
 DD1246.The geoid height was determined by GEOID03.
 DD1246
 DD1246.The dynamic height is computed by dividing the NAVD 88
 DD1246.geopotential number by the normal gravity value computed on the
 DD1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1246.degrees latitude (g = 980.6199 gals.).
 DD1246
 DD1246.The modeled gravity was interpolated from observed gravity values.
 DD1246
 DD1246;                    North         East    Units  Estimated Accuracy
 DD1246;SPC SC       -   163,060.      724,370.      MT  (+/- 180 meters Scaled)
 DD1246
 DD1246                          SUPERSEDED SURVEY CONTROL
 DD1246
 DD1246  NGVD 29 (03/21/89)   10.605  (m)           34.79   (f) ADJUSTED    1 2
 DD1246
 DD1246.Superseded values are not recommended for survey control.
 DD1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1246.See file dsdata.txt to determine how the superseded data were derived.
 DD1246
 DD1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS147849(NAD 83)
 DD1246_MARKER: DB = BENCH MARK DISK
 DD1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1246_SP_SET: CONCRETE POST
 DD1246_STAMPING: VERT 8 130 1984
 DD1246_MARK LOGO: SCGS  
 DD1246_PROJECTION: RECESSED 7 CENTIMETERS
 DD1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1246
 DD1246  HISTORY     - Date     Condition        Report By
 DD1246  HISTORY     - 1984     MONUMENTED       SCGS
 DD1246
 DD1246                          STATION DESCRIPTION
 DD1246
 DD1246'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1246'6.8 KM (4.2 MI) WNW FROM JAMESTOWN.
 DD1246'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1246'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, THENCE 1.6
 DD1246'KILOMETERS (1.0 MILE) NORTHWEST ALONG STATE HIGHWAY 45, SET IN THE
 DD1246'FRONT YARD OF A DOUBLE WIDE MOBILE HOME THAT IS PERMANENTLY ANCHORED,
 DD1246'15.09 METERS (49.5 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DD1246'HIGHWAY, 27.43 METERS (90.0 FEET) NORTH-NORTHEAST OF THE SOUTHEAST
 DD1246'CORNER OF THE MOBILE HOME, 11.58 METERS (38.0 FEET) EAST-NORTHEAST OF
 DD1246'A LONE 50-INCH TWIN TRUNK OAK TREE, 7.16 METERS (23.5 FEET)
 DD1246'SOUTH-SOUTHEAST OF A TELEPHONE JUNCTION BOX, 6.55 METERS (21.5 FEET)
 DD1246'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO THE
 DD1246'MOBILE HOME.
 DD1246'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1247 ***********************************************************************
 DD1247  DESIGNATION -  8 131
 DD1247  PID         -  DD1247
 DD1247  STATE/COUNTY-  SC/BERKELEY
 DD1247  USGS QUAD   -  ALVIN (1990)
 DD1247
 DD1247                         *CURRENT SURVEY CONTROL
 DD1247  ___________________________________________________________________
 DD1247* NAD 83(1986)-  33 18 29.     (N)    079 46 54.     (W)     SCALED    
 DD1247* NAVD 88     -        10.040  (meters)      32.94   (feet)  ADJUSTED  
 DD1247  ___________________________________________________________________
 DD1247  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DD1247  DYNAMIC HT  -          10.030 (meters)      32.91  (feet)  COMP
 DD1247  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 DD1247
 DD1247  VERT ORDER  -  FIRST     CLASS II
 DD1247
 DD1247.The horizontal coordinates were scaled from a topographic map and have
 DD1247.an estimated accuracy of +/- 6 seconds.
 DD1247
 DD1247.The orthometric height was determined by differential leveling
 DD1247.and adjusted by the National Geodetic Survey in June 1991..
 DD1247
 DD1247.The geoid height was determined by GEOID03.
 DD1247
 DD1247.The dynamic height is computed by dividing the NAVD 88
 DD1247.geopotential number by the normal gravity value computed on the
 DD1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1247.degrees latitude (g = 980.6199 gals.).
 DD1247
 DD1247.The modeled gravity was interpolated from observed gravity values.
 DD1247
 DD1247;                    North         East    Units  Estimated Accuracy
 DD1247;SPC SC       -   164,210.      723,040.      MT  (+/- 180 meters Scaled)
 DD1247
 DD1247                          SUPERSEDED SURVEY CONTROL
 DD1247
 DD1247  NGVD 29 (03/21/89)   10.341  (m)           33.93   (f) ADJUSTED    1 2
 DD1247
 DD1247.Superseded values are not recommended for survey control.
 DD1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1247.See file dsdata.txt to determine how the superseded data were derived.
 DD1247
 DD1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS134861(NAD 83)
 DD1247_MARKER: DB = BENCH MARK DISK
 DD1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1247_SP_SET: CONCRETE POST
 DD1247_STAMPING: VERT 8 131 1984
 DD1247_MARK LOGO: SCGS  
 DD1247_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1247
 DD1247  HISTORY     - Date     Condition        Report By
 DD1247  HISTORY     - 1984     MONUMENTED       SCGS
 DD1247
 DD1247                          STATION DESCRIPTION
 DD1247
 DD1247'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1247'8.4 KM (5.2 MI) WNW FROM JAMESTOWN.
 DD1247'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1247'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, THENCE 3.5
 DD1247'KILOMETERS (2.2 MILES) NORTHWEST ALONG STATE HIGHWAY 45, SET NEAR A
 DD1247'POWER POLE AT THE INTERSECTION OF A GRASSY ROAD LEADING SOUTHWEST INTO
 DD1247'THE WOODS, 11.16 METERS (36.6 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 DD1247'HIGHWAY, 11.67 METERS (38.3 FEET) NORTHWEST OF THE APPROXIMATE CENTER
 DD1247'OF THE GRASSY ROAD, 5.91 METERS (19.4 FEET) NORTHEAST OF A 10-INCH
 DD1247'BLAZED PINE TREE, 0.91 METER (3.0 FEET) EAST-SOUTHEAST OF THE POWER
 DD1247'POLE.
 DD1247'THE MARK IS 0.50 METERS  NNE FROM A WITNESS POST.
 DD1247'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1248 ***********************************************************************
 DD1248  DESIGNATION -  8 132
 DD1248  PID         -  DD1248
 DD1248  STATE/COUNTY-  SC/BERKELEY
 DD1248  USGS QUAD   -  ALVIN (1990)
 DD1248
 DD1248                         *CURRENT SURVEY CONTROL
 DD1248  ___________________________________________________________________
 DD1248* NAD 83(1986)-  33 19 27.     (N)    079 47 27.     (W)     SCALED    
 DD1248* NAVD 88     -        11.111  (meters)      36.45   (feet)  ADJUSTED  
 DD1248  ___________________________________________________________________
 DD1248  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DD1248  DYNAMIC HT  -          11.099 (meters)      36.41  (feet)  COMP
 DD1248  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 DD1248
 DD1248  VERT ORDER  -  FIRST     CLASS II
 DD1248
 DD1248.The horizontal coordinates were scaled from a topographic map and have
 DD1248.an estimated accuracy of +/- 6 seconds.
 DD1248
 DD1248.The orthometric height was determined by differential leveling
 DD1248.and adjusted by the National Geodetic Survey in June 1991..
 DD1248
 DD1248.The geoid height was determined by GEOID03.
 DD1248
 DD1248.The dynamic height is computed by dividing the NAVD 88
 DD1248.geopotential number by the normal gravity value computed on the
 DD1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1248.degrees latitude (g = 980.6199 gals.).
 DD1248
 DD1248.The modeled gravity was interpolated from observed gravity values.
 DD1248
 DD1248;                    North         East    Units  Estimated Accuracy
 DD1248;SPC SC       -   165,990.      722,160.      MT  (+/- 180 meters Scaled)
 DD1248
 DD1248                          SUPERSEDED SURVEY CONTROL
 DD1248
 DD1248  NGVD 29 (03/21/89)   11.412  (m)           37.44   (f) ADJUSTED    1 2
 DD1248
 DD1248.Superseded values are not recommended for survey control.
 DD1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1248.See file dsdata.txt to determine how the superseded data were derived.
 DD1248
 DD1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS125878(NAD 83)
 DD1248_MARKER: DB = BENCH MARK DISK
 DD1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1248_SP_SET: CONCRETE POST
 DD1248_STAMPING: VERT 8 132 1984
 DD1248_MARK LOGO: SCGS  
 DD1248_PROJECTION: FLUSH
 DD1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1248
 DD1248  HISTORY     - Date     Condition        Report By
 DD1248  HISTORY     - 1984     MONUMENTED       SCGS
 DD1248
 DD1248                          STATION DESCRIPTION
 DD1248
 DD1248'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1248'8.8 KM (5.5 MI) WNW FROM JAMESTOWN.
 DD1248'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1248'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, THENCE 5.55
 DD1248'KILOMETERS (3.45 MILES) NORTHWEST ALONG STATE HIGHWAY 45, SET NEAR THE
 DD1248'NORTHWEST CORNER OF THE OLD EMMANUEL R.E. CHURCH, 22.31 METERS (73.2
 DD1248'FEET) SOUTHEAST OF A HEADSTONE WITH THE MARKINGS OF (JULIA E. SMITH),
 DD1248'24.02 METERS (78.8 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DD1248'HIGHWAY, 10.15 METERS (33.3 FEET) EAST OF A LONE 48-INCH OAK TREE,
 DD1248'12.86 METERS (42.2 FEET) NORTHEAST OF A POWER POLE, 0.91 METERS (3.0
 DD1248'FEET) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 DD1248'9.81 METERS (32.2 FEET) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 DD1248'CHURCH.
 DD1248'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1252 ***********************************************************************
 DD1252  DESIGNATION -  8 133
 DD1252  PID         -  DD1252
 DD1252  STATE/COUNTY-  SC/BERKELEY
 DD1252  USGS QUAD   -  ALVIN (1990)
 DD1252
 DD1252                         *CURRENT SURVEY CONTROL
 DD1252  ___________________________________________________________________
 DD1252* NAD 83(1986)-  33 20 31.     (N)    079 48 39.     (W)     SCALED    
 DD1252* NAVD 88     -        11.853  (meters)      38.89   (feet)  ADJUSTED  
 DD1252  ___________________________________________________________________
 DD1252  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DD1252  DYNAMIC HT  -          11.840 (meters)      38.85  (feet)  COMP
 DD1252  MODELED GRAV-     979,588.5   (mgal)                       NAVD 88
 DD1252
 DD1252  VERT ORDER  -  FIRST     CLASS II
 DD1252
 DD1252.The horizontal coordinates were scaled from a topographic map and have
 DD1252.an estimated accuracy of +/- 6 seconds.
 DD1252
 DD1252.The orthometric height was determined by differential leveling
 DD1252.and adjusted by the National Geodetic Survey in June 1991..
 DD1252
 DD1252.The geoid height was determined by GEOID03.
 DD1252
 DD1252.The dynamic height is computed by dividing the NAVD 88
 DD1252.geopotential number by the normal gravity value computed on the
 DD1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1252.degrees latitude (g = 980.6199 gals.).
 DD1252
 DD1252.The modeled gravity was interpolated from observed gravity values.
 DD1252
 DD1252;                    North         East    Units  Estimated Accuracy
 DD1252;SPC SC       -   167,940.      720,280.      MT  (+/- 180 meters Scaled)
 DD1252
 DD1252                          SUPERSEDED SURVEY CONTROL
 DD1252
 DD1252  NGVD 29 (03/21/89)   12.153  (m)           39.87   (f) ADJUSTED    1 2
 DD1252
 DD1252.Superseded values are not recommended for survey control.
 DD1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1252.See file dsdata.txt to determine how the superseded data were derived.
 DD1252
 DD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS106898(NAD 83)
 DD1252_MARKER: DB = BENCH MARK DISK
 DD1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1252_SP_SET: CONCRETE POST
 DD1252_STAMPING: VERT 8 133 1984
 DD1252_MARK LOGO: SCGS  
 DD1252_PROJECTION: FLUSH
 DD1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1252
 DD1252  HISTORY     - Date     Condition        Report By
 DD1252  HISTORY     - 1984     MONUMENTED       SCGS
 DD1252
 DD1252                          STATION DESCRIPTION
 DD1252
 DD1252'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1252'13.9 KM (8.65 MI) SE FROM ST STEPHEN.
 DD1252'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1252'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, THENCE 8.45
 DD1252'KILOMETERS (5.25 MILES) NORTHWEST ALONG STATE HIGHWAY 45, SET NEAR A
 DD1252'POWER POLE AT A FENCE LINE LEADING EAST AND WEST ON THE SOUTH SIDE OF
 DD1252'A ONE-STORY BRICK HOUSE, ALSO MAY BE REACHED BY GOING 13.9 KILOMETERS
 DD1252'(8.65 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 DD1252'ST. STEPHEN, 29.26 METERS (96.0 FEET) SOUTHWEST OF THE SOUTHWEST
 DD1252'CORNER OF THE HOUSE, 5.94 KILOMETERS (19.5 FEET) SOUTH-SOUTHEAST OF
 DD1252'THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO THE BRICK HOUSE,
 DD1252'12.95 METERS (42.5 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DD1252'HIGHWAY, 0.7 METER (2.3 FEET) WEST-SOUTHWEST OF THE POWER POLE,
 DD1252'0.85 METER (2.8 FEET) SOUTH-SOUTHEAST OF THE FENCE LINE.
 DD1252'THE MARK IS 2.60 METERS  ENE FROM A WITNESS POST.
 DD1252'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1254 ***********************************************************************
 DD1254  DESIGNATION -  8 134
 DD1254  PID         -  DD1254
 DD1254  STATE/COUNTY-  SC/BERKELEY
 DD1254  USGS QUAD   -  ALVIN (1990)
 DD1254
 DD1254                         *CURRENT SURVEY CONTROL
 DD1254  ___________________________________________________________________
 DD1254* NAD 83(1986)-  33 21 21.     (N)    079 49 14.     (W)     SCALED    
 DD1254* NAVD 88     -        10.587  (meters)      34.73   (feet)  ADJUSTED  
 DD1254  ___________________________________________________________________
 DD1254  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DD1254  DYNAMIC HT  -          10.576 (meters)      34.70  (feet)  COMP
 DD1254  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 DD1254
 DD1254  VERT ORDER  -  FIRST     CLASS II
 DD1254
 DD1254.The horizontal coordinates were scaled from a topographic map and have
 DD1254.an estimated accuracy of +/- 6 seconds.
 DD1254
 DD1254.The orthometric height was determined by differential leveling
 DD1254.and adjusted by the National Geodetic Survey in June 1991..
 DD1254
 DD1254.The geoid height was determined by GEOID03.
 DD1254
 DD1254.The dynamic height is computed by dividing the NAVD 88
 DD1254.geopotential number by the normal gravity value computed on the
 DD1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1254.degrees latitude (g = 980.6199 gals.).
 DD1254
 DD1254.The modeled gravity was interpolated from observed gravity values.
 DD1254
 DD1254;                    North         East    Units  Estimated Accuracy
 DD1254;SPC SC       -   169,470.      719,360.      MT  (+/- 180 meters Scaled)
 DD1254
 DD1254                          SUPERSEDED SURVEY CONTROL
 DD1254
 DD1254  NGVD 29 (03/21/89)   10.887  (m)           35.72   (f) ADJUSTED    1 2
 DD1254
 DD1254.Superseded values are not recommended for survey control.
 DD1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1254.See file dsdata.txt to determine how the superseded data were derived.
 DD1254
 DD1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS097913(NAD 83)
 DD1254_MARKER: DB = BENCH MARK DISK
 DD1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1254_SP_SET: CONCRETE POST
 DD1254_STAMPING: VERT 8 134 1984
 DD1254_MARK LOGO: SCGS  
 DD1254_PROJECTION: RECESSED 20 CENTIMETERS
 DD1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1254
 DD1254  HISTORY     - Date     Condition        Report By
 DD1254  HISTORY     - 1984     MONUMENTED       SCGS
 DD1254
 DD1254                          STATION DESCRIPTION
 DD1254
 DD1254'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1254'12.1 KM (7.5 MI) SE FROM ST STEPHEN.
 DD1254'12.1 KILOMETERS (7.5 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1254'POST OFFICE IN ST. STEPHEN, SET NEAR A POWER POLE IN FRONT OF AN
 DD1254'ALUMINUM BUILDING, 14.9 METERS (48.9 FEET) EAST-SOUTHEAST OF THE
 DD1254'NORTHEAST CORNER OF THE BUILDING, 13.26 METERS (43.5 FEET)
 DD1254'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 10.67 METERS
 DD1254'(35.0 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DD1254'26.0 METERS (85.3 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A
 DD1254'DRIVEWAY LEADING TO THE BUILDING, 1.52 METERS (5.0 FEET)
 DD1254'NORTH-NORTHWEST OF THE POWER POLE.
 DD1254'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1255 ***********************************************************************
 DD1255  DESIGNATION -  8 135
 DD1255  PID         -  DD1255
 DD1255  STATE/COUNTY-  SC/BERKELEY
 DD1255  USGS QUAD   -  ALVIN (1990)
 DD1255
 DD1255                         *CURRENT SURVEY CONTROL
 DD1255  ___________________________________________________________________
 DD1255* NAD 83(1986)-  33 22 05.     (N)    079 49 59.     (W)     SCALED    
 DD1255* NAVD 88     -        14.380  (meters)      47.18   (feet)  ADJUSTED  
 DD1255  ___________________________________________________________________
 DD1255  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DD1255  DYNAMIC HT  -          14.365 (meters)      47.13  (feet)  COMP
 DD1255  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 DD1255
 DD1255  VERT ORDER  -  FIRST     CLASS II
 DD1255
 DD1255.The horizontal coordinates were scaled from a topographic map and have
 DD1255.an estimated accuracy of +/- 6 seconds.
 DD1255
 DD1255.The orthometric height was determined by differential leveling
 DD1255.and adjusted by the National Geodetic Survey in June 1991..
 DD1255
 DD1255.The geoid height was determined by GEOID03.
 DD1255
 DD1255.The dynamic height is computed by dividing the NAVD 88
 DD1255.geopotential number by the normal gravity value computed on the
 DD1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1255.degrees latitude (g = 980.6199 gals.).
 DD1255
 DD1255.The modeled gravity was interpolated from observed gravity values.
 DD1255
 DD1255;                    North         East    Units  Estimated Accuracy
 DD1255;SPC SC       -   170,810.      718,180.      MT  (+/- 180 meters Scaled)
 DD1255
 DD1255                          SUPERSEDED SURVEY CONTROL
 DD1255
 DD1255  NGVD 29 (03/21/89)   14.680  (m)           48.16   (f) ADJUSTED    1 2
 DD1255
 DD1255.Superseded values are not recommended for survey control.
 DD1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1255.See file dsdata.txt to determine how the superseded data were derived.
 DD1255
 DD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS085926(NAD 83)
 DD1255_MARKER: DB = BENCH MARK DISK
 DD1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1255_SP_SET: CONCRETE POST
 DD1255_STAMPING: VERT 8 135 1984
 DD1255_MARK LOGO: SCGS  
 DD1255_PROJECTION: FLUSH
 DD1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1255
 DD1255  HISTORY     - Date     Condition        Report By
 DD1255  HISTORY     - 1984     MONUMENTED       SCGS
 DD1255
 DD1255                          STATION DESCRIPTION
 DD1255
 DD1255'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1255'10.3 KM (6.4 MI) SE FROM ST STEPHEN.
 DD1255'10.3 KILOMETERS (6.4 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1255'POST OFFICE IN ST. STEPHEN, SET NEAR A TWIN TRUNK OAK TREE ON THE
 DD1255'NORTH SIDE OF A SMALL CINDER BLOCK BUILDING, 23.16 METERS (76.0 FEET)
 DD1255'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.29 METERS (10.8 FEET)
 DD1255'SOUTHEAST OF THE APPROXIMATE CENTER OF A SAND DRIVE, 2.8 METERS (9.2
 DD1255'FEET) NORTH-NORTHEAST OF THE WEST CORNER OF THE BUILDING, 4.33 METERS
 DD1255'(14.2 FEET) WEST-SOUTHWEST OF THE NORTH CORNER OF THE BUILDING,
 DD1255'4.27 METERS (14.0 FEET) SOUTHWEST OF THE TWIN TRUNK OAK TREE.
 DD1255'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1257 ***********************************************************************
 DD1257  DESIGNATION -  8 136
 DD1257  PID         -  DD1257
 DD1257  STATE/COUNTY-  SC/BERKELEY
 DD1257  USGS QUAD   -  BLAKELY (1990)
 DD1257
 DD1257                         *CURRENT SURVEY CONTROL
 DD1257  ___________________________________________________________________
 DD1257* NAD 83(1986)-  33 22 48.     (N)    079 50 43.     (W)     SCALED    
 DD1257* NAVD 88     -        15.756  (meters)      51.69   (feet)  ADJUSTED  
 DD1257  ___________________________________________________________________
 DD1257  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DD1257  DYNAMIC HT  -          15.739 (meters)      51.64  (feet)  COMP
 DD1257  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 DD1257
 DD1257  VERT ORDER  -  FIRST     CLASS II
 DD1257
 DD1257.The horizontal coordinates were scaled from a topographic map and have
 DD1257.an estimated accuracy of +/- 6 seconds.
 DD1257
 DD1257.The orthometric height was determined by differential leveling
 DD1257.and adjusted by the National Geodetic Survey in June 1991..
 DD1257
 DD1257.The geoid height was determined by GEOID03.
 DD1257
 DD1257.The dynamic height is computed by dividing the NAVD 88
 DD1257.geopotential number by the normal gravity value computed on the
 DD1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1257.degrees latitude (g = 980.6199 gals.).
 DD1257
 DD1257.The modeled gravity was interpolated from observed gravity values.
 DD1257
 DD1257;                    North         East    Units  Estimated Accuracy
 DD1257;SPC SC       -   172,120.      717,020.      MT  (+/- 180 meters Scaled)
 DD1257
 DD1257                          SUPERSEDED SURVEY CONTROL
 DD1257
 DD1257  NGVD 29 (03/21/89)   16.056  (m)           52.68   (f) ADJUSTED    1 2
 DD1257
 DD1257.Superseded values are not recommended for survey control.
 DD1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1257.See file dsdata.txt to determine how the superseded data were derived.
 DD1257
 DD1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS074940(NAD 83)
 DD1257_MARKER: DB = BENCH MARK DISK
 DD1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1257_SP_SET: CONCRETE POST
 DD1257_STAMPING: VERT 8 136 1984
 DD1257_MARK LOGO: SCGS  
 DD1257_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1257
 DD1257  HISTORY     - Date     Condition        Report By
 DD1257  HISTORY     - 1984     MONUMENTED       SCGS
 DD1257
 DD1257                          STATION DESCRIPTION
 DD1257
 DD1257'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1257'8.3 KM (5.15 MI) SE FROM ST STEPHEN.
 DD1257'8.3 KILOMETERS (5.15 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1257'POST OFFICE IN ST. STEPHEN, SET BETWEEN TWO BLAZED PINE TREES,
 DD1257'11.03 METERS (36.2 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DD1257'6.8 METERS (22.3 FEET) NORTH-NORTHWEST OF THE 20-INCH BLAZED PINE
 DD1257'TREE, 1.77 METERS (5.8 FEET) SOUTH-SOUTHEAST OF THE 12-INCH BLAZED
 DD1257'PINE TREE, 3.02 METERS (9.9 FEET) SOUTHWEST OF THE APPROXIMATE CENTER
 DD1257'OF A 5-FOOT FIRE DITCH.
 DD1257'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 DD1257'THE MARK IS 0.90 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1258 ***********************************************************************
 DD1258  DESIGNATION -  8 137
 DD1258  PID         -  DD1258
 DD1258  STATE/COUNTY-  SC/BERKELEY
 DD1258  USGS QUAD   -  BLAKELY (1990)
 DD1258
 DD1258                         *CURRENT SURVEY CONTROL
 DD1258  ___________________________________________________________________
 DD1258* NAD 83(1986)-  33 23 25.     (N)    079 51 30.     (W)     SCALED    
 DD1258* NAVD 88     -        13.641  (meters)      44.75   (feet)  ADJUSTED  
 DD1258  ___________________________________________________________________
 DD1258  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DD1258  DYNAMIC HT  -          13.627 (meters)      44.71  (feet)  COMP
 DD1258  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 DD1258
 DD1258  VERT ORDER  -  FIRST     CLASS II
 DD1258
 DD1258.The horizontal coordinates were scaled from a topographic map and have
 DD1258.an estimated accuracy of +/- 6 seconds.
 DD1258
 DD1258.The orthometric height was determined by differential leveling
 DD1258.and adjusted by the National Geodetic Survey in June 1991..
 DD1258
 DD1258.The geoid height was determined by GEOID03.
 DD1258
 DD1258.The dynamic height is computed by dividing the NAVD 88
 DD1258.geopotential number by the normal gravity value computed on the
 DD1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1258.degrees latitude (g = 980.6199 gals.).
 DD1258
 DD1258.The modeled gravity was interpolated from observed gravity values.
 DD1258
 DD1258;                    North         East    Units  Estimated Accuracy
 DD1258;SPC SC       -   173,250.      715,800.      MT  (+/- 180 meters Scaled)
 DD1258
 DD1258                          SUPERSEDED SURVEY CONTROL
 DD1258
 DD1258  NGVD 29 (03/21/89)   13.941  (m)           45.74   (f) ADJUSTED    1 2
 DD1258
 DD1258.Superseded values are not recommended for survey control.
 DD1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1258.See file dsdata.txt to determine how the superseded data were derived.
 DD1258
 DD1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS061951(NAD 83)
 DD1258_MARKER: DB = BENCH MARK DISK
 DD1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1258_SP_SET: CONCRETE POST
 DD1258_STAMPING: VERT 8 137 1984
 DD1258_MARK LOGO: SCGS  
 DD1258_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1258
 DD1258  HISTORY     - Date     Condition        Report By
 DD1258  HISTORY     - 1984     MONUMENTED       SCGS
 DD1258
 DD1258                          STATION DESCRIPTION
 DD1258
 DD1258'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1258'6.6 KM (4.1 MI) SE FROM ST STEPHEN.
 DD1258'6.6 KILOMETERS (4.1 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1258'POST OFFICE IN ST. STEPHEN, SET NEAR A TELEPHONE JUNCTION BOX IN THE
 DD1258'NORTH ANGLE OF THE INTERSECTION OF A SAND ROAD, 12.41 METERS (40.7
 DD1258'FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.75 METERS (28.7
 DD1258'FEET) NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 DD1258'6.86 METERS (22.5 FEET) SOUTH-SOUTHWEST OF A TWIN TRUNK PINE TREE,
 DD1258'1.83 METERS (6.0 FEET) WEST OF THE TELEPHONE JUNCTION BOX, 2.44 METERS
 DD1258'(8.0 FEET) EAST OF A FENCE CORNER.
 DD1258'THE MARK IS 0.90 METERS  SW FROM A WITNESS POST.
 DD1258'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1261 ***********************************************************************
 DD1261  DESIGNATION -  8 138
 DD1261  PID         -  DD1261
 DD1261  STATE/COUNTY-  SC/BERKELEY
 DD1261  USGS QUAD   -  ST STEPHENS (1990)
 DD1261
 DD1261                         *CURRENT SURVEY CONTROL
 DD1261  ___________________________________________________________________
 DD1261* NAD 83(1986)-  33 23 51.     (N)    079 52 45.     (W)     SCALED    
 DD1261* NAVD 88     -        21.196  (meters)      69.54   (feet)  ADJUSTED  
 DD1261  ___________________________________________________________________
 DD1261  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DD1261  DYNAMIC HT  -          21.174 (meters)      69.47  (feet)  COMP
 DD1261  MODELED GRAV-     979,598.9   (mgal)                       NAVD 88
 DD1261
 DD1261  VERT ORDER  -  FIRST     CLASS II
 DD1261
 DD1261.The horizontal coordinates were scaled from a topographic map and have
 DD1261.an estimated accuracy of +/- 6 seconds.
 DD1261
 DD1261.The orthometric height was determined by differential leveling
 DD1261.and adjusted by the National Geodetic Survey in June 1991..
 DD1261
 DD1261.The geoid height was determined by GEOID03.
 DD1261
 DD1261.The dynamic height is computed by dividing the NAVD 88
 DD1261.geopotential number by the normal gravity value computed on the
 DD1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1261.degrees latitude (g = 980.6199 gals.).
 DD1261
 DD1261.The modeled gravity was interpolated from observed gravity values.
 DD1261
 DD1261;                    North         East    Units  Estimated Accuracy
 DD1261;SPC SC       -   174,030.      713,850.      MT  (+/- 180 meters Scaled)
 DD1261
 DD1261                          SUPERSEDED SURVEY CONTROL
 DD1261
 DD1261  NGVD 29 (03/21/89)   21.496  (m)           70.52   (f) ADJUSTED    1 2
 DD1261
 DD1261.Superseded values are not recommended for survey control.
 DD1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1261.See file dsdata.txt to determine how the superseded data were derived.
 DD1261
 DD1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS042959(NAD 83)
 DD1261_MARKER: DB = BENCH MARK DISK
 DD1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1261_SP_SET: CONCRETE POST
 DD1261_STAMPING: VERT 8 138 1984
 DD1261_MARK LOGO: SCGS  
 DD1261_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1261
 DD1261  HISTORY     - Date     Condition        Report By
 DD1261  HISTORY     - 1984     MONUMENTED       SCGS
 DD1261
 DD1261                          STATION DESCRIPTION
 DD1261
 DD1261'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1261'4.6 KM (2.85 MI) SE FROM ST STEPHEN.
 DD1261'4.6 KILOMETERS (2.85 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1261'POST OFFICE IN ST. STEPHEN, SET BETWEEN A POWER POLE AND A TELEPHONE
 DD1261'JUNCTION BOX IN FRONT OF AN OLD WOOD HOUSE, 18.56 METERS (60.9 FEET)
 DD1261'NORTH-NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 10.76 METERS (35.3
 DD1261'FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.61 METER (2.0
 DD1261'FEET) WEST-NORTHWEST OF THE POWER POLE, 0.67 METER (2.2 FEET)
 DD1261'EAST-SOUTHEAST OF THE TELEPHONE JUNCTION BOX, 0.4 METER (1.3 FEET)
 DD1261'NORTHEAST OF A WIRE FENCE.
 DD1261'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 DD1261'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1263 ***********************************************************************
 DD1263  DESIGNATION -  8 139
 DD1263  PID         -  DD1263
 DD1263  STATE/COUNTY-  SC/BERKELEY
 DD1263  USGS QUAD   -  ST STEPHENS (1990)
 DD1263
 DD1263                         *CURRENT SURVEY CONTROL
 DD1263  ___________________________________________________________________
 DD1263* NAD 83(2001)-  33 24 19.09235(N)    079 53 53.61684(W)     ADJUSTED  
 DD1263* NAVD 88     -        25.341  (meters)      83.14   (feet)  ADJUSTED  
 DD1263  ___________________________________________________________________
 DD1263  X           -     934,841.310 (meters)                     COMP
 DD1263  Y           -  -5,247,228.610 (meters)                     COMP
 DD1263  Z           -   3,491,567.187 (meters)                     COMP
 DD1263  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 DD1263  ELLIP HEIGHT-          -7.23  (meters)          (10/01/04) GPS OBS
 DD1263  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DD1263  DYNAMIC HT  -          25.315 (meters)      83.05  (feet)  COMP
 DD1263  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 DD1263
 DD1263  HORZ ORDER  -  FIRST
 DD1263  VERT ORDER  -  FIRST     CLASS II
 DD1263  ELLP ORDER  -  FOURTH    CLASS I
 DD1263
 DD1263.The horizontal coordinates were established by GPS observations
 DD1263.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DD1263
 DD1263.The orthometric height was determined by differential leveling
 DD1263.and adjusted by the National Geodetic Survey in June 1991..
 DD1263
 DD1263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1263
 DD1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1263
 DD1263.The ellipsoidal height was determined by GPS observations
 DD1263.and is referenced to NAD 83.
 DD1263
 DD1263.The geoid height was determined by GEOID03.
 DD1263
 DD1263.The dynamic height is computed by dividing the NAVD 88
 DD1263.geopotential number by the normal gravity value computed on the
 DD1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1263.degrees latitude (g = 980.6199 gals.).
 DD1263
 DD1263.The modeled gravity was interpolated from observed gravity values.
 DD1263
 DD1263;                    North         East     Units Scale Factor Converg.
 DD1263;SPC SC       -   174,872.555   712,068.887   MT  0.99980421   +0 36 39.0
 DD1263;SPC SC       -   573,728.85  2,336,184.01   iFT  0.99980421   +0 36 39.0
 DD1263;UTM  17      - 3,696,762.757   602,452.404   MT  0.99972941   +0 36 23.9
 DD1263
 DD1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1263!SPC SC       -   1.00000114  x   0.99980421  =   0.99980534
 DD1263!UTM  17      -   1.00000114  x   0.99972941  =   0.99973054
 DD1263
 DD1263                          SUPERSEDED SURVEY CONTROL
 DD1263
 DD1263  NAVD 88 (10/01/04)   25.34   (m)           83.1    (f) LEVELING    3  
 DD1263  NGVD 29 (03/21/89)   25.641  (m)           84.12   (f) ADJUSTED    1 2
 DD1263
 DD1263.Superseded values are not recommended for survey control.
 DD1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1263.See file dsdata.txt to determine how the superseded data were derived.
 DD1263
 DD1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0245296763(NAD 83)
 DD1263_MARKER: DD = SURVEY DISK
 DD1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1263_SP_SET: CONCRETE POST
 DD1263_STAMPING: VERT 8 139 1984
 DD1263_MARK LOGO: SCGS  
 DD1263_PROJECTION: RECESSED 5 CENTIMETERS
 DD1263_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1263+STABILITY: SURFACE MOTION
 DD1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1263+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2004
 DD1263
 DD1263  HISTORY     - Date     Condition        Report By
 DD1263  HISTORY     - 1984     MONUMENTED       SCGS
 DD1263  HISTORY     - 19950905 GOOD             SCGS
 DD1263  HISTORY     - 20040115 GOOD             SCGS
 DD1263
 DD1263                          STATION DESCRIPTION
 DD1263
 DD1263'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1263'2.5 KM (1.55 MI) EAST FROM ST STEPHEN.
 DD1263'2.5 KILOMETERS (1.55 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1263'POST OFFICE IN ST. STEPHEN, SET NEAR A TELEPHONE JUNCTION BOX IN THE
 DD1263'FRONT YARD OF A ONE-STORY BRICK HOUSE, 32.31 METERS (106.0 FEET)
 DD1263'SOUTH-SOUTHEAST SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE,
 DD1263'23.9 METERS (78.4 FEET) EAST-SOUTHEAST OF A LONE 70-INCH PINE TREE,
 DD1263'11.16 METERS (36.6 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DD1263'6.8 METERS (22.3 FEET) WEST OF THE APPROXIMATE CENTER OF A GRAVEL
 DD1263'DRIVE ON THE EAST SIDE OF THE BRICK HOUSE, 0.7 METER (2.3 FEET) NORTH
 DD1263'OF THE TELEPHONE JUNCTION BOX.
 DD1263'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1263
 DD1263                          STATION RECOVERY (1995)
 DD1263
 DD1263'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DD1263'STATION IS LOCATED 1.6 MILES (2.6 KM) EAST OF ST.  STEPHEN.
 DD1263'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD1263'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD1263'NORTH JUNCTION OF U.S.  HIGHWAY 52 (BYRNES DRIVE) AND STATE HIGHWAY 45
 DD1263'(CHURCH STREET/SANTEE RIVER ROAD) IN ST.  STEPHEN, GO EAST ON HIGHWAY
 DD1263'45 FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF STATE ROAD 801 (BETAW
 DD1263'ROAD) , CONTINUE ON HIGHWAY 45 FOR 0.55 MILE (0.89 KM) TO THE STATION
 DD1263'IN THE NORTHWEST ANGLE OF A GRAVEL ROAD, IN THE FRONT YARD OF A BRICK
 DD1263'HOUSE.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5
 DD1263'FOOT (15.2 CM) ABOVE THE HIGHWAY, 36.5 FEET (11.1 M) NORTH OF THE
 DD1263'CENTER OF THE HIGHWAY, 3.2 FEET (1.0 M) NORTH OF A TELEPHONE JUNCTION
 DD1263'BOX B/39, 81.2 FEET (24.7 M) SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 DD1263'GARAGE, 12.3 FEET (3.7 M) NORTHWEST OF THE WEST END OF A 1.2-FOOT
 DD1263'CONCRETE PIPE CULVERT BENEATH A THE GRAVEL ROAD THAT LEADS TO A CINDER
 DD1263'BLOCK HOUSE BEHIND THE BRICK HOUSE. RECOVERED BY R.W.  ROBERTS.
 DD1263
 DD1263                          STATION RECOVERY (2004)
 DD1263
 DD1263'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DD1263'STATION IS LOCATED 1.6 MILES EAST OF SAINT STEPHEN, 15.9 MILES NORTH
 DD1263'NORTHEAST OF MONCKS  CORNER.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1263'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 DD1263'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1263'52 (BYRNES DRIVE) AND STATE  HIGHWAY 45 (CHURCH ROAD AND RAVENELL
 DD1263'DRIVE) IN SAINT STEPHEN, GO EAST ON HIGHWAY  45 FOR 1.6 MILES TO THE
 DD1263'STATION ON THE LEFT IN THE NORTHWEST ANGLE OF A GRAVEL  DRIVEWAY
 DD1263'LEADING PAST A BRICK HOUSE NUMBER 3552 TO A WOODEN HOUSE NUMBER 3550.
 DD1263'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT ABOVE THE
 DD1263'HIGHWAY, 35.8 FEET  NORTH OF THE CENTER OF THE HIGHWAY, 3.3 FEET NORTH
 DD1263'OF TELEPHONE JUNCTION BOX B/39, 12.6  FEET NORTHWEST OF THE WEST END
 DD1263'OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH THE GRAVEL  DRIVEWAY TO
 DD1263'HOUSE NUMBER 3550, 14.4 FEET SOUTH OF A 0.5 FOOT MAGNOLIA TREE, 48.0
 DD1263'FEET EAST  OF THE EAST END OF A 1.0-FOOT CONCRETE PIPE CULVERT BENEATH
 DD1263'THE DRIVEWAY TO THE BRICK  HOUSE 3552. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1264 ***********************************************************************
 DD1264  DESIGNATION -  8 140
 DD1264  PID         -  DD1264
 DD1264  STATE/COUNTY-  SC/BERKELEY
 DD1264  USGS QUAD   -  ST STEPHENS (1990)
 DD1264
 DD1264                         *CURRENT SURVEY CONTROL
 DD1264  ___________________________________________________________________
 DD1264* NAD 83(1986)-  33 24 20.     (N)    079 54 43.     (W)     SCALED    
 DD1264* NAVD 88     -        23.263  (meters)      76.32   (feet)  ADJUSTED  
 DD1264  ___________________________________________________________________
 DD1264  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DD1264  DYNAMIC HT  -          23.238 (meters)      76.24  (feet)  COMP
 DD1264  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 DD1264
 DD1264  VERT ORDER  -  FIRST     CLASS II
 DD1264
 DD1264.The horizontal coordinates were scaled from a topographic map and have
 DD1264.an estimated accuracy of +/- 6 seconds.
 DD1264
 DD1264.The orthometric height was determined by differential leveling
 DD1264.and adjusted by the National Geodetic Survey in June 1991..
 DD1264
 DD1264.The geoid height was determined by GEOID03.
 DD1264
 DD1264.The dynamic height is computed by dividing the NAVD 88
 DD1264.geopotential number by the normal gravity value computed on the
 DD1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1264.degrees latitude (g = 980.6199 gals.).
 DD1264
 DD1264.The modeled gravity was interpolated from observed gravity values.
 DD1264
 DD1264;                    North         East    Units  Estimated Accuracy
 DD1264;SPC SC       -   174,890.      710,790.      MT  (+/- 180 meters Scaled)
 DD1264
 DD1264                          SUPERSEDED SURVEY CONTROL
 DD1264
 DD1264  NGVD 29 (03/21/89)   23.562  (m)           77.30   (f) ADJUSTED    1 2
 DD1264
 DD1264.Superseded values are not recommended for survey control.
 DD1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1264.See file dsdata.txt to determine how the superseded data were derived.
 DD1264
 DD1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS011967(NAD 83)
 DD1264_MARKER: DD = SURVEY DISK
 DD1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1264_SP_SET: CONCRETE POST
 DD1264_STAMPING: VERT 8 140 1984
 DD1264_MARK LOGO: SCGS  
 DD1264_PROJECTION: FLUSH
 DD1264_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1264+STABILITY: SURFACE MOTION
 DD1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1264+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1995
 DD1264
 DD1264  HISTORY     - Date     Condition        Report By
 DD1264  HISTORY     - 1984     MONUMENTED       SCGS
 DD1264  HISTORY     - 19950905 GOOD             SCGS
 DD1264
 DD1264                          STATION DESCRIPTION
 DD1264
 DD1264'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1264'IN ST STEPHEN.
 DD1264'1.35 KILOMETERS (0.85 MILE) SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DD1264'POST OFFICE IN ST. STEPHEN, SET BEHIND A BRICK MONUMENT AT THE
 DD1264'ENTRANCE TO THE SUNSET MEMORIAL CEMETARY, 21.24 METERS (69.7 FEET)
 DD1264'EAST-SOUTHEAST OF A HEADSTONE WITH THE MARKINGS OF STRICKLAND,
 DD1264'20.67 METERS (67.8 FEET) WEST-SOUTHWEST OF A HEADSTONE WITH THE
 DD1264'MARKINGS OF HENSON, 33.01 METERS (108.3 FEET) SOUTH-SOUTHEAST OF A
 DD1264'TWIN TRUNK OAK TREE, 18.9 METERS (62.0 FEET) NORTH OF THE CENTERLINE
 DD1264'OF THE HIGHWAY, 5.24 METERS (17.2 FEET) WEST OF THE APPROXIMATE CENTER
 DD1264'OF THE ENTRANCE ROAD.
 DD1264'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1264
 DD1264                          STATION RECOVERY (1995)
 DD1264
 DD1264'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DD1264'STATION IS LOCATED 0.85 MILE (1.37 KM) EAST OF ST.  STEPHEN.
 DD1264'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD1264'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD1264'JUNCTION OF U.S.  HIGHWAY 52 (BYRNES DRIVE) AND STATE HIGHWAY 45
 DD1264'(CHURCH STREET/SANTEE RIVER ROAD) IN ST.  STEPHENS, GO EAST OF HIGHWAY
 DD1264'45 FOR 0.85 MILE (1.37 KM) TO THE STATION NEAR A BRICK ENTRANCE PILLAR
 DD1264'IN THE NORTHWEST ANGLE OF THE GRAVEL ENTRANCE DRIVEWAY LEADING TO THE
 DD1264'SUNSET MEMORIAL CEMETERY.  STATION IS A CONCRETE POST RECESSED 0.1
 DD1264'FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 62.0 FEET (18.9 M) NORTH OF
 DD1264'THE CENTER OF THE HIGHWAY, 4.2 FEET (1.3 M) NORTHEAST OF THE NORTHEAST
 DD1264'CORNER OF THE SHORTER OF TWO PILLARS ON THE WEST SIDE OF THE DRIVEWAY,
 DD1264'15.5 FEET (4.7 M) WEST OF THE CENTER OF THE DRIVEWAY, 42.5 FEET (13.0
 DD1264'M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE MITCHUM HEADSTONE.
 DD1264'RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1291 ***********************************************************************
 DD1291  DESIGNATION -  8 141
 DD1291  PID         -  DD1291
 DD1291  STATE/COUNTY-  SC/BERKELEY
 DD1291  USGS QUAD   -  CORDESVILLE (1979)
 DD1291
 DD1291                         *CURRENT SURVEY CONTROL
 DD1291  ___________________________________________________________________
 DD1291* NAD 83(1986)-  33 13 24.     (N)    079 57 46.     (W)     SCALED    
 DD1291* NAVD 88     -        11.978  (meters)      39.30   (feet)  ADJUSTED  
 DD1291  ___________________________________________________________________
 DD1291  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DD1291  DYNAMIC HT  -          11.965 (meters)      39.26  (feet)  COMP
 DD1291  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DD1291
 DD1291  VERT ORDER  -  FIRST     CLASS II
 DD1291
 DD1291.The horizontal coordinates were scaled from a topographic map and have
 DD1291.an estimated accuracy of +/- 6 seconds.
 DD1291
 DD1291.The orthometric height was determined by differential leveling
 DD1291.and adjusted by the National Geodetic Survey in July 2003..
 DD1291
 DD1291.The geoid height was determined by GEOID03.
 DD1291
 DD1291.The dynamic height is computed by dividing the NAVD 88
 DD1291.geopotential number by the normal gravity value computed on the
 DD1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1291.degrees latitude (g = 980.6199 gals.).
 DD1291
 DD1291.The modeled gravity was interpolated from observed gravity values.
 DD1291
 DD1291;                    North         East    Units  Estimated Accuracy
 DD1291;SPC SC       -   154,630.      706,270.      MT  (+/- 180 meters Scaled)
 DD1291
 DD1291                          SUPERSEDED SURVEY CONTROL
 DD1291
 DD1291  NAVD 88 (06/15/91)   12.008  (m)           39.40   (f) UNKNOWN     1 2
 DD1291  NGVD 29 (03/21/89)   12.309  (m)           40.38   (f) ADJUSTED    1 2
 DD1291
 DD1291.Superseded values are not recommended for survey control.
 DD1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1291.See file dsdata.txt to determine how the superseded data were derived.
 DD1291
 DD1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS966765(NAD 83)
 DD1291_MARKER: DB = BENCH MARK DISK
 DD1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1291_SP_SET: CONCRETE POST
 DD1291_STAMPING: VERT 8 141 1984
 DD1291_MARK LOGO: SCGS  
 DD1291_PROJECTION: FLUSH
 DD1291_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1291+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2001
 DD1291
 DD1291  HISTORY     - Date     Condition        Report By
 DD1291  HISTORY     - 1984     MONUMENTED       SCGS
 DD1291  HISTORY     - 20011113 GOOD             SCGS
 DD1291
 DD1291                          STATION DESCRIPTION
 DD1291
 DD1291'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1291'5.0 KM (3.1 MI) NE FROM MONCKS CORNER.
 DD1291'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE POST
 DD1291'OFFICE IN MONCKS CORNER, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1291'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 4.4 KILOMETERS (2.75
 DD1291'MILES) NORTHEAST ALONG U.S. HIGHWAY 52, THENCE 0.5 KILOMETER (0.3
 DD1291'MILE) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR A POWER POLE
 DD1291'JUST PAST A LARGE TIN BUILDING, 14.14 METERS (46.4 FEET) SOUTHEAST OF
 DD1291'THE CENTERLINE OF THE HIGHWAY, 15.24 METERS (50.0 FEET) SOUTHWEST OF
 DD1291'THE APPROXIMATE CENTER OF A SAND DRIVEWAY, 7.13 METERS (23.4 FEET)
 DD1291'NORTHWEST OF A CLUSTER OF 5 OAK TREES THAT ARE NEXT TO A WIRE FENCE,
 DD1291'1.22 METERS (4.0 FEET) SOUTHWEST OF THE POWER POLE.
 DD1291'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1291
 DD1291                          STATION RECOVERY (2001)
 DD1291
 DD1291'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1291'STATION IS LOCATED 3.5 MILES (5.6 KM) NORTHEAST OF MONCKS CORNER.
 DD1291'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DD1291'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE FORK
 DD1291'JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE, 3.25 MILES (5.23 KM)
 DD1291'NORTHEAST OF MONCKS CORNER, GO EAST NORTHEAST ON HIGHWAY 17 ALTERNATE
 DD1291'FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE AT
 DD1291'THE WEST CORNER OF A FENCE SURROUNDING A MOBILE HOME NUMBER 1063.
 DD1291'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH
 DD1291'THE HIGHWAY, 47.1 FEET (14.4 M) SOUTHEAST OF THE CENTER OF THE
 DD1291'HIGHWAY, 4.4 FEET (1.3 M) SOUTHWEST OF THE POWER POLE WITH A SCGS
 DD1291'REFERENCE WASHER ATTACHED, 45.5 FEET (13.9 M) SOUTH SOUTHWEST OF THE
 DD1291'SOUTHWEST END OF A 1.3-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY
 DD1291'TO THE MOBILE HOME, 150.7 FEET (45.9 M) EAST NORTHEAST OF THE
 DD1291'NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A
 DD1291'PAVED/GRAVEL ROAD (DEEPHOLE LANE), 4.0 FEET (1.2 M) SOUTHWEST OF A
 DD1291'WITNESS POST. RECOVERED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1290 ***********************************************************************
 DD1290  DESIGNATION -  8 142
 DD1290  PID         -  DD1290
 DD1290  STATE/COUNTY-  SC/BERKELEY
 DD1290  USGS QUAD   -  CORDESVILLE (1979)
 DD1290
 DD1290                         *CURRENT SURVEY CONTROL
 DD1290  ___________________________________________________________________
 DD1290* NAD 83(1986)-  33 14 04.     (N)    079 56 55.     (W)     SCALED    
 DD1290* NAVD 88     -         9.216  (meters)      30.24   (feet)  ADJUSTED  
 DD1290  ___________________________________________________________________
 DD1290  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DD1290  DYNAMIC HT  -           9.206 (meters)      30.20  (feet)  COMP
 DD1290  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 DD1290
 DD1290  VERT ORDER  -  FIRST     CLASS II
 DD1290
 DD1290.The horizontal coordinates were scaled from a topographic map and have
 DD1290.an estimated accuracy of +/- 6 seconds.
 DD1290
 DD1290.The orthometric height was determined by differential leveling
 DD1290.and adjusted by the National Geodetic Survey in June 1991..
 DD1290
 DD1290.The geoid height was determined by GEOID03.
 DD1290
 DD1290.The dynamic height is computed by dividing the NAVD 88
 DD1290.geopotential number by the normal gravity value computed on the
 DD1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1290.degrees latitude (g = 980.6199 gals.).
 DD1290
 DD1290.The modeled gravity was interpolated from observed gravity values.
 DD1290
 DD1290;                    North         East    Units  Estimated Accuracy
 DD1290;SPC SC       -   155,880.      707,580.      MT  (+/- 180 meters Scaled)
 DD1290
 DD1290                          SUPERSEDED SURVEY CONTROL
 DD1290
 DD1290  NGVD 29 (03/21/89)    9.517  (m)           31.22   (f) ADJUSTED    1 2
 DD1290
 DD1290.Superseded values are not recommended for survey control.
 DD1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1290.See file dsdata.txt to determine how the superseded data were derived.
 DD1290
 DD1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS979777(NAD 83)
 DD1290_MARKER: DB = BENCH MARK DISK
 DD1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1290_SP_SET: CONCRETE POST
 DD1290_STAMPING: VERT 8 142 1984
 DD1290_MARK LOGO: SCGS  
 DD1290_PROJECTION: RECESSED 7 CENTIMETERS
 DD1290_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1290+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2001
 DD1290
 DD1290  HISTORY     - Date     Condition        Report By
 DD1290  HISTORY     - 1984     MONUMENTED       SCGS
 DD1290  HISTORY     - 20011113 GOOD             SCGS
 DD1290
 DD1290                          STATION DESCRIPTION
 DD1290
 DD1290'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1290'6.85 KM (4.25 MI) NE FROM MONCKS CORNER.
 DD1290'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE POST
 DD1290'OFFICE IN MONCKS CORNER, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1290'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 4.4 KILOMETERS (2.75
 DD1290'MILES) NORTHEAST ALONG U.S. HIGHWAY 52, THENCE 2.3 KILOMETERS (1.45
 DD1290'MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR A POWER
 DD1290'POLE IN THE FRONT YARD OF A ONE-STORY BRICK HOUSE, 30.27 METERS (99.3
 DD1290'FEET) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE, 15.85 METERS
 DD1290'(52.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A CONCRETE
 DD1290'DRIVE LEADING TO THE HOUSE, 16.15 METERS (53.0 FEET) NORTH-NORTHWEST
 DD1290'OF THE CENTERLINE OF THE HIGHWAY, 1.22 METERS (4.0 FEET) NORTHEAST OF
 DD1290'THE POWER POLE, 6.25 METERS (20.5 FEET) WEST OF A TELEPHONE JUNCTION
 DD1290'BOX.
 DD1290'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1290
 DD1290                          STATION RECOVERY (2001)
 DD1290
 DD1290'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1290'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1289 ***********************************************************************
 DD1289  DESIGNATION -  8 143
 DD1289  PID         -  DD1289
 DD1289  STATE/COUNTY-  SC/BERKELEY
 DD1289  USGS QUAD   -  BONNEAU (1990)
 DD1289
 DD1289                         *CURRENT SURVEY CONTROL
 DD1289  ___________________________________________________________________
 DD1289* NAD 83(1986)-  33 15 01.     (N)    079 56 14.     (W)     SCALED    
 DD1289* NAVD 88     -        15.372  (meters)      50.43   (feet)  ADJUSTED  
 DD1289  ___________________________________________________________________
 DD1289  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DD1289  DYNAMIC HT  -          15.356 (meters)      50.38  (feet)  COMP
 DD1289  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 DD1289
 DD1289  VERT ORDER  -  FIRST     CLASS II
 DD1289
 DD1289.The horizontal coordinates were scaled from a topographic map and have
 DD1289.an estimated accuracy of +/- 6 seconds.
 DD1289
 DD1289.The orthometric height was determined by differential leveling
 DD1289.and adjusted by the National Geodetic Survey in June 1991..
 DD1289
 DD1289.The geoid height was determined by GEOID03.
 DD1289
 DD1289.The dynamic height is computed by dividing the NAVD 88
 DD1289.geopotential number by the normal gravity value computed on the
 DD1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1289.degrees latitude (g = 980.6199 gals.).
 DD1289
 DD1289.The modeled gravity was interpolated from observed gravity values.
 DD1289
 DD1289;                    North         East    Units  Estimated Accuracy
 DD1289;SPC SC       -   157,650.      708,620.      MT  (+/- 180 meters Scaled)
 DD1289
 DD1289                          SUPERSEDED SURVEY CONTROL
 DD1289
 DD1289  NGVD 29 (03/21/89)   15.673  (m)           51.42   (f) ADJUSTED    1 2
 DD1289
 DD1289.Superseded values are not recommended for survey control.
 DD1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1289.See file dsdata.txt to determine how the superseded data were derived.
 DD1289
 DD1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990795(NAD 83)
 DD1289_MARKER: DB = BENCH MARK DISK
 DD1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1289_SP_SET: CONCRETE POST
 DD1289_STAMPING: VERT 8 143 1984
 DD1289_MARK LOGO: SCGS  
 DD1289_PROJECTION: FLUSH
 DD1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1289
 DD1289  HISTORY     - Date     Condition        Report By
 DD1289  HISTORY     - 1984     MONUMENTED       SCGS
 DD1289
 DD1289                          STATION DESCRIPTION
 DD1289
 DD1289'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1289'8.9 KM (5.55 MI) NE FROM MONCKS CORNER.
 DD1289'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE POST
 DD1289'OFFICE IN MONCKS CORNER, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1289'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 4.4 KILOMETERS (2.75
 DD1289'MILES) NORTHEAST ALONG U.S. HIGHWAY 52, THENCE 4.4 KILOMETERS (2.75
 DD1289'MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR A FENCE
 DD1289'CORNER IN FRONT OF A LARGE WOODEN HOUSE, 16.46 METERS (54.0 FEET)
 DD1289'EAST-SOUTHEAST SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DD1289'10.21 METERS (33.5 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 DD1289'THE SOUTH DRIVEWAY LEADING TO THE HOUSE, 9.88 METERS (32.4 FEET)
 DD1289'NORTH-NORTHEAST OF A POWER POLE, 1.07 METERS (3.5 FEET) NORTH OF THE
 DD1289'FENCE CORNER.
 DD1289'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1288 ***********************************************************************
 DD1288  DESIGNATION -  8 144
 DD1288  PID         -  DD1288
 DD1288  STATE/COUNTY-  SC/BERKELEY
 DD1288  USGS QUAD   -  BONNEAU (1990)
 DD1288
 DD1288                         *CURRENT SURVEY CONTROL
 DD1288  ___________________________________________________________________
 DD1288* NAD 83(1986)-  33 15 44.     (N)    079 55 24.     (W)     SCALED    
 DD1288* NAVD 88     -        10.196  (meters)      33.45   (feet)  ADJUSTED  
 DD1288  ___________________________________________________________________
 DD1288  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DD1288  DYNAMIC HT  -          10.185 (meters)      33.42  (feet)  COMP
 DD1288  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 DD1288
 DD1288  VERT ORDER  -  FIRST     CLASS II
 DD1288
 DD1288.The horizontal coordinates were scaled from a topographic map and have
 DD1288.an estimated accuracy of +/- 6 seconds.
 DD1288
 DD1288.The orthometric height was determined by differential leveling
 DD1288.and adjusted by the National Geodetic Survey in June 1991..
 DD1288
 DD1288.The geoid height was determined by GEOID03.
 DD1288
 DD1288.The dynamic height is computed by dividing the NAVD 88
 DD1288.geopotential number by the normal gravity value computed on the
 DD1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1288.degrees latitude (g = 980.6199 gals.).
 DD1288
 DD1288.The modeled gravity was interpolated from observed gravity values.
 DD1288
 DD1288;                    North         East    Units  Estimated Accuracy
 DD1288;SPC SC       -   158,980.      709,900.      MT  (+/- 180 meters Scaled)
 DD1288
 DD1288                          SUPERSEDED SURVEY CONTROL
 DD1288
 DD1288  NGVD 29 (03/21/89)   10.498  (m)           34.44   (f) ADJUSTED    1 2
 DD1288
 DD1288.Superseded values are not recommended for survey control.
 DD1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1288.See file dsdata.txt to determine how the superseded data were derived.
 DD1288
 DD1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS002808(NAD 83)
 DD1288_MARKER: DB = BENCH MARK DISK
 DD1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1288_SP_SET: CONCRETE POST
 DD1288_STAMPING: VERT 8 144 1984
 DD1288_MARK LOGO: SCGS  
 DD1288_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1288
 DD1288  HISTORY     - Date     Condition        Report By
 DD1288  HISTORY     - 1984     MONUMENTED       SCGS
 DD1288
 DD1288                          STATION DESCRIPTION
 DD1288
 DD1288'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1288'11.1 KM (6.9 MI) NE FROM MONCKS CORNER.
 DD1288'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE POST
 DD1288'OFFICE IN MONCKS CORNER, THENCE 1.1. KILOMETERS (0.7 MILE)
 DD1288'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 4.4 KILOMETERS (2.75
 DD1288'MILES) NORTHEAST ALONG U.S. HIGHWAY 52, THENCE 6.6 KILOMETERS (4.1
 DD1288'MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR A POWER
 DD1288'POLE AT THE INTERSECTION OF A GRAVEL ROAD, 15.3 METERS (50.2 FEET)
 DD1288'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.37 METERS (73.4
 DD1288'FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD,
 DD1288'4.57 METERS (15.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE EDGE OF THE
 DD1288'TIMBER LINE, 0.91 METER (3.0 FEET) EAST-NORTHEAST OF THE POWER POLE.
 DD1288'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 DD1288'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1286 ***********************************************************************
 DD1286  DESIGNATION -  8 145
 DD1286  PID         -  DD1286
 DD1286  STATE/COUNTY-  SC/BERKELEY
 DD1286  USGS QUAD   -  BONNEAU (1990)
 DD1286
 DD1286                         *CURRENT SURVEY CONTROL
 DD1286  ___________________________________________________________________
 DD1286* NAD 83(1986)-  33 16 35.     (N)    079 53 25.     (W)     SCALED    
 DD1286* NAVD 88     -        10.331  (meters)      33.89   (feet)  ADJUSTED  
 DD1286  ___________________________________________________________________
 DD1286  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DD1286  DYNAMIC HT  -          10.321 (meters)      33.86  (feet)  COMP
 DD1286  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 DD1286
 DD1286  VERT ORDER  -  FIRST     CLASS II
 DD1286
 DD1286.The horizontal coordinates were scaled from a topographic map and have
 DD1286.an estimated accuracy of +/- 6 seconds.
 DD1286
 DD1286.The orthometric height was determined by differential leveling
 DD1286.and adjusted by the National Geodetic Survey in June 1991..
 DD1286
 DD1286.The geoid height was determined by GEOID03.
 DD1286
 DD1286.The dynamic height is computed by dividing the NAVD 88
 DD1286.geopotential number by the normal gravity value computed on the
 DD1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1286.degrees latitude (g = 980.6199 gals.).
 DD1286
 DD1286.The modeled gravity was interpolated from observed gravity values.
 DD1286
 DD1286;                    North         East    Units  Estimated Accuracy
 DD1286;SPC SC       -   160,590.      712,960.      MT  (+/- 180 meters Scaled)
 DD1286
 DD1286                          SUPERSEDED SURVEY CONTROL
 DD1286
 DD1286  NGVD 29 (03/21/89)   10.633  (m)           34.89   (f) ADJUSTED    1 2
 DD1286
 DD1286.Superseded values are not recommended for survey control.
 DD1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1286.See file dsdata.txt to determine how the superseded data were derived.
 DD1286
 DD1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS033824(NAD 83)
 DD1286_MARKER: DB = BENCH MARK DISK
 DD1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1286_SP_SET: CONCRETE POST
 DD1286_STAMPING: VERT 8 145 1984
 DD1286_MARK LOGO: SCGS  
 DD1286_PROJECTION: FLUSH
 DD1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1286
 DD1286  HISTORY     - Date     Condition        Report By
 DD1286  HISTORY     - 1984     MONUMENTED       SCGS
 DD1286
 DD1286                          STATION DESCRIPTION
 DD1286
 DD1286'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1286'14.7 KM (9.15 MI) NE FROM MONCKS CORNER.
 DD1286'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE POST
 DD1286'OFFICE IN MONCKS CORNER, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1286'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 4.4 KILOMETERS (2.75
 DD1286'MILES) NORTHEAST ALONG U.S. HIGHWAY 52, THENCE 10.2 KILOMETERS (6.35
 DD1286'MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR A POWER
 DD1286'POLE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD
 DD1286'S-8-716, 55.72 METERS (182.8 FEET) SOUTHWEST OF THE SOUTHWEST CORNER
 DD1286'OF A ONE-STORY WOOD BUILDING, 14.26 METERS (46.8 FEET) NORTH-NORTHWEST
 DD1286'OF THE CENTERLINE OF THE HIGHWAY, 6.1 METERS (20.0 FEET)
 DD1286'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE COUNTY ROAD,
 DD1286'1.13 METERS (3.7 FEET) SOUTH-SOUTHEAST OF THE POWER POLE.
 DD1286'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1281 ***********************************************************************
 DD1281  DESIGNATION -  8 146
 DD1281  PID         -  DD1281
 DD1281  STATE/COUNTY-  SC/BERKELEY
 DD1281  USGS QUAD   -  ALVIN (1990)
 DD1281
 DD1281                         *CURRENT SURVEY CONTROL
 DD1281  ___________________________________________________________________
 DD1281* NAD 83(1986)-  33 17 16.     (N)    079 51 06.     (W)     SCALED    
 DD1281* NAVD 88     -        14.818  (meters)      48.62   (feet)  ADJUSTED  
 DD1281  ___________________________________________________________________
 DD1281  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DD1281  DYNAMIC HT  -          14.802 (meters)      48.56  (feet)  COMP
 DD1281  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 DD1281
 DD1281  VERT ORDER  -  FIRST     CLASS II
 DD1281
 DD1281.The horizontal coordinates were scaled from a topographic map and have
 DD1281.an estimated accuracy of +/- 6 seconds.
 DD1281
 DD1281.The orthometric height was determined by differential leveling
 DD1281.and adjusted by the National Geodetic Survey in June 1991..
 DD1281
 DD1281.The geoid height was determined by GEOID03.
 DD1281
 DD1281.The dynamic height is computed by dividing the NAVD 88
 DD1281.geopotential number by the normal gravity value computed on the
 DD1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1281.degrees latitude (g = 980.6199 gals.).
 DD1281
 DD1281.The modeled gravity was interpolated from observed gravity values.
 DD1281
 DD1281;                    North         East    Units  Estimated Accuracy
 DD1281;SPC SC       -   161,890.      716,540.      MT  (+/- 180 meters Scaled)
 DD1281
 DD1281                          SUPERSEDED SURVEY CONTROL
 DD1281
 DD1281  NGVD 29 (03/21/89)   15.119  (m)           49.60   (f) ADJUSTED    1 2
 DD1281
 DD1281.Superseded values are not recommended for survey control.
 DD1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1281.See file dsdata.txt to determine how the superseded data were derived.
 DD1281
 DD1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS069837(NAD 83)
 DD1281_MARKER: DB = BENCH MARK DISK
 DD1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1281_SP_SET: CONCRETE POST
 DD1281_STAMPING: VERT 8 146 1984
 DD1281_MARK LOGO: SCGS  
 DD1281_PROJECTION: FLUSH
 DD1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1281
 DD1281  HISTORY     - Date     Condition        Report By
 DD1281  HISTORY     - 1984     MONUMENTED       SCGS
 DD1281
 DD1281                          STATION DESCRIPTION
 DD1281
 DD1281'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1281'18.7 KM (11.6 MI) NE FROM MONCKS CORNER.
 DD1281'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE POST
 DD1281'OFFICE IN MONCKS CORNER, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1281'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 4.4 KILOMETERS (2.75
 DD1281'MILES) NORTHEAST ALONG U.S. HIGHWAY 52, THENCE 14.2 KILOMETERS (8.8
 DD1281'MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE, SET BETWEEN A FIELD
 DD1281'ACCESS ROAD AND A GRAVEL DRIVE LEADING TO A WOODEN HOUSE, ALSO MAY BE
 DD1281'REACHED BY GOING 6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S.
 DD1281'HIGHWAY 17 ALTERNATE AND STATE HIGHWAY 45 FROM THE POST OFFICE IN
 DD1281'JAMESTOWN, CONTINUE 8.9 KILOMETERS (5.55 MILES) WESTERLY ALONG U.S.
 DD1281'HIGHWAY 17 ALTERNATE, 49.96 METERS (163.9 FEET) NORTH-NORTHEAST OF THE
 DD1281'NORTHEAST CORNER OF THE HOUSE, 15.54 METERS (51.0 FEET) SOUTH OF THE
 DD1281'CENTERLINE OF THE HIGHWAY, 7.92 METERS (26.0 FEET) WEST OF THE
 DD1281'APPROXIMATE CENTER OF THE ACCESS ROAD, 5.15 METERS (16.9 FEET) EAST OF
 DD1281'THE APPROXIMATE CENTER OF THE GRAVEL DRIVE.
 DD1281'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1328 ***********************************************************************
 DD1328  DESIGNATION -  8 147
 DD1328  PID         -  DD1328
 DD1328  STATE/COUNTY-  SC/BERKELEY
 DD1328  USGS QUAD   -  CORDESVILLE (1979)
 DD1328
 DD1328                         *CURRENT SURVEY CONTROL
 DD1328  ___________________________________________________________________
 DD1328* NAD 83(1986)-  33 12 51.     (N)    079 58 33.     (W)     SCALED    
 DD1328* NAVD 88     -        17.741  (meters)      58.21   (feet)  ADJUSTED  
 DD1328  ___________________________________________________________________
 DD1328  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DD1328  DYNAMIC HT  -          17.722 (meters)      58.14  (feet)  COMP
 DD1328  MODELED GRAV-     979,580.0   (mgal)                       NAVD 88
 DD1328
 DD1328  VERT ORDER  -  FIRST     CLASS II
 DD1328
 DD1328.The horizontal coordinates were scaled from a topographic map and have
 DD1328.an estimated accuracy of +/- 6 seconds.
 DD1328
 DD1328.The orthometric height was determined by differential leveling
 DD1328.and adjusted by the National Geodetic Survey in June 1991..
 DD1328
 DD1328.The geoid height was determined by GEOID03.
 DD1328
 DD1328.The dynamic height is computed by dividing the NAVD 88
 DD1328.geopotential number by the normal gravity value computed on the
 DD1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1328.degrees latitude (g = 980.6199 gals.).
 DD1328
 DD1328.The modeled gravity was interpolated from observed gravity values.
 DD1328
 DD1328;                    North         East    Units  Estimated Accuracy
 DD1328;SPC SC       -   153,600.      705,060.      MT  (+/- 180 meters Scaled)
 DD1328
 DD1328                          SUPERSEDED SURVEY CONTROL
 DD1328
 DD1328  NGVD 29 (03/21/89)   18.042  (m)           59.19   (f) ADJUSTED    1 2
 DD1328
 DD1328.Superseded values are not recommended for survey control.
 DD1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1328.See file dsdata.txt to determine how the superseded data were derived.
 DD1328
 DD1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS954754(NAD 83)
 DD1328_MARKER: DB = BENCH MARK DISK
 DD1328_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1328_SP_SET: BRIDGE ABUTMENT
 DD1328_STAMPING: VERT 8 147 1984
 DD1328_MARK LOGO: SCGS  
 DD1328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1328+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 DD1328
 DD1328  HISTORY     - Date     Condition        Report By
 DD1328  HISTORY     - 1984     MONUMENTED       SCGS
 DD1328  HISTORY     - 19970623 GOOD             USPSQD
 DD1328  HISTORY     - 20011113 GOOD             SCGS
 DD1328  HISTORY     - 20050419 GOOD             FRELAN
 DD1328
 DD1328                          STATION DESCRIPTION
 DD1328
 DD1328'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1328'3.9 KM (2.4 MI) NE FROM MONCKS CORNER.
 DD1328'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE POST
 DD1328'OFFICE IN MONCKS CORNER, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1328'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 3.3 KILOMETERS (2.05
 DD1328'MILES) NORTHEAST ALONG U.S. HIGHWAY 52, SET IN THE SOUTHWEST CORNER OF
 DD1328'THE COOPER RIVER BRIDGE (TAILRACE CANAL).
 DD1328'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD1328
 DD1328                          STATION RECOVERY (1997)
 DD1328
 DD1328'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD1328'RECOVERED IN GOOD CONDITION.
 DD1328
 DD1328                          STATION RECOVERY (2001)
 DD1328
 DD1328'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1328'STATION IS LOCATED 2.55 MILES (4.10 KM) EAST NORTHEAST OF MONCKS
 DD1328'CORNER. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DD1328'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD1328'FORK JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE, 3.25 MILES (5.23
 DD1328'KM) NORTHEAST OF MONCKS CORNER, GO SOUTHWEST ON HIGHWAYS 52 AND 17
 DD1328'ALTERNATE FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT IN THE
 DD1328'SOUTH ABUTMENT OF THE BRIDGE OVER TAIL RACE CANAL.  STATION IS A DISK
 DD1328'SET IN THE ABUTMENT OF THE BRIDGE AND 0.5 FOOT (15.2 CM) ABOVE THE
 DD1328'HIGHWAY, 1.2 FEET (0.4 M) NORTHWEST OF THE NORTHWEST FACE OF THE
 DD1328'CONCRETE GUARDRAIL OF THE BRIDGE, 0.5 FOOT (15.2 CM) EAST NORTHEAST OF
 DD1328'THE WEST EDGE OF THE ABUTMENT, 25.0 FEET (7.6 M) NORTHEAST OF THE
 DD1328'CENTER OF A METAL MANHOLE COVER, 1.2 FEET (0.4 M) NORTH OF A WITNESS
 DD1328'POST.  NOTE-STATION IS GPS-ABLE BUT SETUP IS DANGEROUS.  RECOVERED BY
 DD1328'D.D. WOODS.
 DD1328
 DD1328                          STATION RECOVERY (2005)
 DD1328
 DD1328'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 DD1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1329 ***********************************************************************
 DD1329  DESIGNATION -  8 148
 DD1329  PID         -  DD1329
 DD1329  STATE/COUNTY-  SC/BERKELEY
 DD1329  USGS QUAD   -  CORDESVILLE (1979)
 DD1329
 DD1329                         *CURRENT SURVEY CONTROL
 DD1329  ___________________________________________________________________
 DD1329* NAD 83(1986)-  33 12 34.     (N)    079 58 53.     (W)     SCALED    
 DD1329* NAVD 88     -         9.951  (meters)      32.65   (feet)  ADJUSTED  
 DD1329  ___________________________________________________________________
 DD1329  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DD1329  DYNAMIC HT  -           9.941 (meters)      32.61  (feet)  COMP
 DD1329  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 DD1329
 DD1329  VERT ORDER  -  FIRST     CLASS II
 DD1329
 DD1329.The horizontal coordinates were scaled from a topographic map and have
 DD1329.an estimated accuracy of +/- 6 seconds.
 DD1329
 DD1329.The orthometric height was determined by differential leveling
 DD1329.and adjusted by the National Geodetic Survey in June 1991..
 DD1329
 DD1329.The geoid height was determined by GEOID03.
 DD1329
 DD1329.The dynamic height is computed by dividing the NAVD 88
 DD1329.geopotential number by the normal gravity value computed on the
 DD1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1329.degrees latitude (g = 980.6199 gals.).
 DD1329
 DD1329.The modeled gravity was interpolated from observed gravity values.
 DD1329
 DD1329;                    North         East    Units  Estimated Accuracy
 DD1329;SPC SC       -   153,080.      704,550.      MT  (+/- 180 meters Scaled)
 DD1329
 DD1329                          SUPERSEDED SURVEY CONTROL
 DD1329
 DD1329  NGVD 29 (03/21/89)   10.252  (m)           33.64   (f) ADJUSTED    1 2
 DD1329
 DD1329.Superseded values are not recommended for survey control.
 DD1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1329.See file dsdata.txt to determine how the superseded data were derived.
 DD1329
 DD1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS949749(NAD 83)
 DD1329_MARKER: DB = BENCH MARK DISK
 DD1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1329_SP_SET: CONCRETE POST
 DD1329_STAMPING: VERT 8 148 1984
 DD1329_MARK LOGO: SCGS  
 DD1329_PROJECTION: FLUSH
 DD1329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1329+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 DD1329
 DD1329  HISTORY     - Date     Condition        Report By
 DD1329  HISTORY     - 1984     MONUMENTED       SCGS
 DD1329  HISTORY     - 19970623 GOOD             USPSQD
 DD1329  HISTORY     - 20011113 GOOD             SCGS
 DD1329  HISTORY     - 20050419 GOOD             FRELAN
 DD1329
 DD1329                          STATION DESCRIPTION
 DD1329
 DD1329'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1329'3.0 KM (1.9 MI) NE FROM MONCKS CORNER.
 DD1329'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE POST
 DD1329'OFFICE IN MONCKS CORNER, THENCE 1.1 KILOMETERS (0.7 MILE)
 DD1329'SOUTHEASTERLY ALONG STATE HIGHWAY 6, THENCE 2.5 KILOMETERS (1.55
 DD1329'MILES) NORTHEAST ALONG U.S. HIGHWAY 52, SET NEAR A POWER POLE IN THE
 DD1329'SOUTHEAST ANGLE OF THE JUNCTION OF COUNTY ROAD P-0801, 25.51 METERS
 DD1329'(83.7 FEET) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANE OF U.S
 DD1329'HIGHWAY 52, 9.45 METERS (31.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 DD1329'CENTER OF THE ENTRANCE TO HIGHWAY 52 FROM THE COUNTY ROAD,
 DD1329'11.03 METERS (36.2 FEET) WEST OF A 48-INCH PINE TREE, 1.98 METERS (6.5
 DD1329'FEET) NORTH-NORTHEAST OF THE POWER POLE.
 DD1329'THE MARK IS 0.20 METERS  SSW FROM A WITNESS POST.
 DD1329'THE MARK IS 1.00 M ABOVE HIGHWAY.
 DD1329
 DD1329                          STATION RECOVERY (1997)
 DD1329
 DD1329'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD1329'RECOVERED IN GOOD CONDITION.
 DD1329
 DD1329                          STATION RECOVERY (2001)
 DD1329
 DD1329'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1329'RECOVERED AS DESCRIBED.
 DD1329
 DD1329                          STATION RECOVERY (2005)
 DD1329
 DD1329'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 DD1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1279 ***********************************************************************
 DD1279  DESIGNATION -  8 149
 DD1279  PID         -  DD1279
 DD1279  STATE/COUNTY-  SC/BERKELEY
 DD1279  USGS QUAD   -  ALVIN (1990)
 DD1279
 DD1279                         *CURRENT SURVEY CONTROL
 DD1279  ___________________________________________________________________
 DD1279* NAD 83(1986)-  33 17 17.     (N)    079 50 37.     (W)     SCALED    
 DD1279* NAVD 88     -        14.220  (meters)      46.65   (feet)  ADJUSTED  
 DD1279  ___________________________________________________________________
 DD1279  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DD1279  DYNAMIC HT  -          14.205 (meters)      46.60  (feet)  COMP
 DD1279  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DD1279
 DD1279  VERT ORDER  -  FIRST     CLASS II
 DD1279
 DD1279.The horizontal coordinates were scaled from a topographic map and have
 DD1279.an estimated accuracy of +/- 6 seconds.
 DD1279
 DD1279.The orthometric height was determined by differential leveling
 DD1279.and adjusted by the National Geodetic Survey in June 1991..
 DD1279
 DD1279.The geoid height was determined by GEOID03.
 DD1279
 DD1279.The dynamic height is computed by dividing the NAVD 88
 DD1279.geopotential number by the normal gravity value computed on the
 DD1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1279.degrees latitude (g = 980.6199 gals.).
 DD1279
 DD1279.The modeled gravity was interpolated from observed gravity values.
 DD1279
 DD1279;                    North         East    Units  Estimated Accuracy
 DD1279;SPC SC       -   161,930.      717,290.      MT  (+/- 180 meters Scaled)
 DD1279
 DD1279                          SUPERSEDED SURVEY CONTROL
 DD1279
 DD1279  NGVD 29 (03/21/89)   14.521  (m)           47.64   (f) ADJUSTED    1 2
 DD1279
 DD1279.Superseded values are not recommended for survey control.
 DD1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1279.See file dsdata.txt to determine how the superseded data were derived.
 DD1279
 DD1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS076838(NAD 83)
 DD1279_MARKER: DB = BENCH MARK DISK
 DD1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1279_SP_SET: CONCRETE POST
 DD1279_STAMPING: VERT 8 149 1984
 DD1279_MARK LOGO: SCGS  
 DD1279_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1279
 DD1279  HISTORY     - Date     Condition        Report By
 DD1279  HISTORY     - 1984     MONUMENTED       SCGS
 DD1279
 DD1279                          STATION DESCRIPTION
 DD1279
 DD1279'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1279'13.5 KM (8.4 MI) WEST FROM JAMESTOWN.
 DD1279'6.2 KILOMETERS (3.85 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1279'AND STATE HIGHWAY 45 FROM THE POST OFFICE IN JAMESTOWN, CONTINUE 8.1
 DD1279'KILOMETERS (5.05 MILES) WESTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET
 DD1279'NEAR A POWER POLE IN THE NORTHWEST ANGLE OF THE INTERSECTION OF A
 DD1279'GRAVEL ROAD, 20.73 METERS (68.0 FEET) NORTH OF THE CENTERLINE OF THE
 DD1279'HIGHWAY, 15.76 METERS (51.7 FEET) WEST OF THE APPROXIMATE CENTER OF
 DD1279'THE GRAVEL ROAD, 1.83 METERS (6.0 FEET) WEST OF THE POWER POLE,
 DD1279'6.64 METERS (21.8 FEET) SOUTH OF A 16-INCH BLAZED PINE TREE,
 DD1279'1.22 METERS (4.0 FEET) WEST OF 4 MEA USGS.
 DD1279'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 DD1279'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0508 ***********************************************************************
 CJ0508  DESIGNATION -  8 150
 CJ0508  PID         -  CJ0508
 CJ0508  STATE/COUNTY-  SC/BERKELEY
 CJ0508  USGS QUAD   -  CAINHOY (1971)
 CJ0508
 CJ0508                         *CURRENT SURVEY CONTROL
 CJ0508  ___________________________________________________________________
 CJ0508* NAD 83(1986)-  32 55 24.     (N)    079 52 11.     (W)     SCALED    
 CJ0508* NAVD 88     -         8.626  (meters)      28.30   (feet)  ADJUSTED  
 CJ0508  ___________________________________________________________________
 CJ0508  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0508  DYNAMIC HT  -           8.616 (meters)      28.27  (feet)  COMP
 CJ0508  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 CJ0508
 CJ0508  VERT ORDER  -  FIRST     CLASS II
 CJ0508
 CJ0508.The horizontal coordinates were scaled from a topographic map and have
 CJ0508.an estimated accuracy of +/- 6 seconds.
 CJ0508
 CJ0508.The orthometric height was determined by differential leveling
 CJ0508.and adjusted by the National Geodetic Survey in June 1991..
 CJ0508
 CJ0508.The geoid height was determined by GEOID03.
 CJ0508
 CJ0508.The dynamic height is computed by dividing the NAVD 88
 CJ0508.geopotential number by the normal gravity value computed on the
 CJ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0508.degrees latitude (g = 980.6199 gals.).
 CJ0508
 CJ0508.The modeled gravity was interpolated from observed gravity values.
 CJ0508
 CJ0508;                    North         East    Units  Estimated Accuracy
 CJ0508;SPC SC       -   121,460.      715,300.      MT  (+/- 180 meters Scaled)
 CJ0508
 CJ0508                          SUPERSEDED SURVEY CONTROL
 CJ0508
 CJ0508  NGVD 29 (03/21/89)    8.926  (m)           29.28   (f) ADJUSTED    1 2
 CJ0508
 CJ0508.Superseded values are not recommended for survey control.
 CJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0508.See file dsdata.txt to determine how the superseded data were derived.
 CJ0508
 CJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS056433(NAD 83)
 CJ0508_MARKER: DB = BENCH MARK DISK
 CJ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0508_SP_SET: CONCRETE POST
 CJ0508_STAMPING: VERT 8 150 1985
 CJ0508_MARK LOGO: SCGS  
 CJ0508_PROJECTION: FLUSH
 CJ0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0508
 CJ0508  HISTORY     - Date     Condition        Report By
 CJ0508  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0508
 CJ0508                          STATION DESCRIPTION
 CJ0508
 CJ0508'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0508'3.9 KM (2.4 MI) WSW FROM CAINHOY.
 CJ0508'3.9 KILOMETERS (2.4 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0508'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, SET NEAR A WOODEN
 CJ0508'FENCE IN THE NORTHWEST ANGLE OF THE INTERSECTION OF A SAND ROAD
 CJ0508'LEADING NORTH, 21.47 METERS (70.44 FEET) NORTH-NORTHWEST OF THE
 CJ0508'CENTELINE OF THE COUNTY ROAD, 35.1 METERS (115.16 FEET)
 CJ0508'NORTH-NORTHEAST OF POWER POLE NUMBER 0309420, 8.0 METERS (26.25 FEET)
 CJ0508'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 3.8 METERS
 CJ0508'(12.47 FEET) SOUTHEAST OF A 26-INCH PINE TREE, 0.35 METER (11.48 FEET)
 CJ0508'SOUTH-SOUTHEAST OF THE WOODEN FENCE.
 CJ0508'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1219 ***********************************************************************
 DD1219  DESIGNATION -  8 151
 DD1219  PID         -  DD1219
 DD1219  STATE/COUNTY-  SC/BERKELEY
 DD1219  USGS QUAD   -  HUGER (1971)
 DD1219
 DD1219                         *CURRENT SURVEY CONTROL
 DD1219  ___________________________________________________________________
 DD1219* NAD 83(1986)-  33 06 19.     (N)    079 51 54.     (W)     SCALED    
 DD1219* NAVD 88     -         9.845  (meters)      32.30   (feet)  ADJUSTED  
 DD1219  ___________________________________________________________________
 DD1219  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DD1219  DYNAMIC HT  -           9.834 (meters)      32.26  (feet)  COMP
 DD1219  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DD1219
 DD1219  VERT ORDER  -  FIRST     CLASS II
 DD1219
 DD1219.The horizontal coordinates were scaled from a topographic map and have
 DD1219.an estimated accuracy of +/- 6 seconds.
 DD1219
 DD1219.The orthometric height was determined by differential leveling
 DD1219.and adjusted by the National Geodetic Survey in June 1991..
 DD1219
 DD1219.The geoid height was determined by GEOID03.
 DD1219
 DD1219.The dynamic height is computed by dividing the NAVD 88
 DD1219.geopotential number by the normal gravity value computed on the
 DD1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1219.degrees latitude (g = 980.6199 gals.).
 DD1219
 DD1219.The modeled gravity was interpolated from observed gravity values.
 DD1219
 DD1219;                    North         East    Units  Estimated Accuracy
 DD1219;SPC SC       -   141,640.      715,520.      MT  (+/- 180 meters Scaled)
 DD1219
 DD1219                          SUPERSEDED SURVEY CONTROL
 DD1219
 DD1219  NGVD 29 (03/21/89)   10.145  (m)           33.28   (f) ADJUSTED    1 2
 DD1219
 DD1219.Superseded values are not recommended for survey control.
 DD1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1219.See file dsdata.txt to determine how the superseded data were derived.
 DD1219
 DD1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS059635(NAD 83)
 DD1219_MARKER: DB = BENCH MARK DISK
 DD1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1219_SP_SET: CONCRETE POST
 DD1219_STAMPING: VERT 8 151 1985
 DD1219_MARK LOGO: SCGS  
 DD1219_PROJECTION: PROJECTING 15 CENTIMETERS
 DD1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1219
 DD1219  HISTORY     - Date     Condition        Report By
 DD1219  HISTORY     - 1985     MONUMENTED       SCGS
 DD1219
 DD1219                          STATION DESCRIPTION
 DD1219
 DD1219'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1219'3.7 KM (2.3 MI) SE FROM CORDESVILLE.
 DD1219'1.8 KILOMETERS (1.1 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1219'CORDESVILLE POST OFFICE, THENCE 0.1 KILOMETER (0.05 MILE)
 DD1219'SOUTH-SOUTHEAST ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE RICHMOND
 DD1219'PLANTATION GIRL SCOUT CAMP), CONTINUE THROUGH GATE FOR 2.0 KILOMETERS
 DD1219'(1.25 MILES) SOUTH-SOUTHEAST ALONG THE SAND ROAD, SET BETWEEN TWO
 DD1219'BLAZED PINE TREES, ADD-0.4 KILOMETER (0.25 MILE) SOUTH-SOUTHEAST OF A
 DD1219'CROSS ROAD, 9.2 METERS (30.18 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 DD1219'CENTER OF THE SAND ROAD, 1.1 METERS (3.61 FEET) SOUTH-SOUTHEAST OF THE
 DD1219'NORTHERN MOST PINE TREE, 1.1 METERS (3.61 FEET) NORTH-NORTHWEST OF THE
 DD1219'SOUTHERN MOST PINE TREE.
 DD1219'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 DD1219'THE MARK IS 0.60 M ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1220 ***********************************************************************
 DD1220  DESIGNATION -  8 152
 DD1220  PID         -  DD1220
 DD1220  STATE/COUNTY-  SC/BERKELEY
 DD1220  USGS QUAD   -  HUGER (1971)
 DD1220
 DD1220                         *CURRENT SURVEY CONTROL
 DD1220  ___________________________________________________________________
 DD1220* NAD 83(1986)-  33 05 11.     (N)    079 51 49.     (W)     SCALED    
 DD1220* NAVD 88     -         9.847  (meters)      32.31   (feet)  ADJUSTED  
 DD1220  ___________________________________________________________________
 DD1220  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DD1220  DYNAMIC HT  -           9.836 (meters)      32.27  (feet)  COMP
 DD1220  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 DD1220
 DD1220  VERT ORDER  -  FIRST     CLASS II
 DD1220
 DD1220.The horizontal coordinates were scaled from a topographic map and have
 DD1220.an estimated accuracy of +/- 6 seconds.
 DD1220
 DD1220.The orthometric height was determined by differential leveling
 DD1220.and adjusted by the National Geodetic Survey in June 1991..
 DD1220
 DD1220.The geoid height was determined by GEOID03.
 DD1220
 DD1220.The dynamic height is computed by dividing the NAVD 88
 DD1220.geopotential number by the normal gravity value computed on the
 DD1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1220.degrees latitude (g = 980.6199 gals.).
 DD1220
 DD1220.The modeled gravity was interpolated from observed gravity values.
 DD1220
 DD1220;                    North         East    Units  Estimated Accuracy
 DD1220;SPC SC       -   139,550.      715,680.      MT  (+/- 180 meters Scaled)
 DD1220
 DD1220                          SUPERSEDED SURVEY CONTROL
 DD1220
 DD1220  NGVD 29 (03/21/89)   10.147  (m)           33.29   (f) ADJUSTED    1 2
 DD1220
 DD1220.Superseded values are not recommended for survey control.
 DD1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1220.See file dsdata.txt to determine how the superseded data were derived.
 DD1220
 DD1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS060614(NAD 83)
 DD1220_MARKER: DB = BENCH MARK DISK
 DD1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1220_SP_SET: CONCRETE POST
 DD1220_STAMPING: VERT 8 152 1985
 DD1220_MARK LOGO: SCGS  
 DD1220_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1220
 DD1220  HISTORY     - Date     Condition        Report By
 DD1220  HISTORY     - 1985     MONUMENTED       SCGS
 DD1220
 DD1220                          STATION DESCRIPTION
 DD1220
 DD1220'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1220'5.8 KM (3.6 MI) SE FROM CORDESVILLE.
 DD1220'1.8 KILOMETERS (1.1 MILE) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1220'CORDESVILLE POST OFFICE, THENCE 0.1 KILOMETER (0.05 MILE)
 DD1220'SOUTH-SOUTHEAST ALONG A SAND ROAD TO A GATE (ENTRANCE TO GIRL SCOUT
 DD1220'PLANTATION), CONTINUE THROUGH THE GATE FOR 4.2 KILOMETERS (2.6 MILES)
 DD1220'SOUTH-SOUTHEAST ALONG THE SAND ROAD, SET NEAR A TELEPHONE JUNCTION BOX
 DD1220'IN THE SOUTH ANGLE OF THE INTERSECTION OF A CROSSROAD LEADING
 DD1220'WEST-SOUTHWEST AND EAST-NORTHEAST, 8.6 METERS (28.22 FEET)
 DD1220'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE MAIN SAND ROAD,
 DD1220'9.8 METERS (32.15 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A
 DD1220'GRAVEL ROAD LEADING WEST-SOUTHWEST 23.50 METERS (77.1 FEET)
 DD1220'EAST-NORTHEAST OF A FENCE LINE, 6.45 METERS (21.16 FEET)
 DD1220'NORTH-NORTHWEST OF A TWIN TRUNK MAGNOLIA TREE, 1.45 METERS (4.76 FEET)
 DD1220'WEST-NORTHWEST OF THE TELEPHONE JUNCTION BOX NUMBER AA168.
 DD1220'THE MARK IS 0.40 METERS  NNE FROM A WITNESS POST.
 DD1220'THE MARK IS 0.30 M ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1226 ***********************************************************************
 DD1226  DESIGNATION -  8 153
 DD1226  PID         -  DD1226
 DD1226  STATE/COUNTY-  SC/BERKELEY
 DD1226  USGS QUAD   -  KITTREDGE (1979)
 DD1226
 DD1226                         *CURRENT SURVEY CONTROL
 DD1226  ___________________________________________________________________
 DD1226* NAD 83(1986)-  33 05 04.     (N)    079 53 03.     (W)     SCALED    
 DD1226* NAVD 88     -         9.264  (meters)      30.39   (feet)  ADJUSTED  
 DD1226  ___________________________________________________________________
 DD1226  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DD1226  DYNAMIC HT  -           9.255 (meters)      30.36  (feet)  COMP
 DD1226  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DD1226
 DD1226  VERT ORDER  -  FIRST     CLASS II
 DD1226
 DD1226.The horizontal coordinates were scaled from a topographic map and have
 DD1226.an estimated accuracy of +/- 6 seconds.
 DD1226
 DD1226.The orthometric height was determined by differential leveling
 DD1226.and adjusted by the National Geodetic Survey in June 1991..
 DD1226
 DD1226.The geoid height was determined by GEOID03.
 DD1226
 DD1226.The dynamic height is computed by dividing the NAVD 88
 DD1226.geopotential number by the normal gravity value computed on the
 DD1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1226.degrees latitude (g = 980.6199 gals.).
 DD1226
 DD1226.The modeled gravity was interpolated from observed gravity values.
 DD1226
 DD1226;                    North         East    Units  Estimated Accuracy
 DD1226;SPC SC       -   139,310.      713,760.      MT  (+/- 180 meters Scaled)
 DD1226
 DD1226                          SUPERSEDED SURVEY CONTROL
 DD1226
 DD1226  NGVD 29 (03/21/89)    9.565  (m)           31.38   (f) ADJUSTED    1 2
 DD1226
 DD1226.Superseded values are not recommended for survey control.
 DD1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1226.See file dsdata.txt to determine how the superseded data were derived.
 DD1226
 DD1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS041612(NAD 83)
 DD1226_MARKER: DB = BENCH MARK DISK
 DD1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1226_SP_SET: CONCRETE POST
 DD1226_STAMPING: VERT 8 153 1985
 DD1226_MARK LOGO: SCGS  
 DD1226_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1226
 DD1226  HISTORY     - Date     Condition        Report By
 DD1226  HISTORY     - 1985     MONUMENTED       SCGS
 DD1226
 DD1226                          STATION DESCRIPTION
 DD1226
 DD1226'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1226'6.1 KM (3.8 MI) SE FROM CORDESVILLE.
 DD1226'1.8 KILOMETERS (1.1 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1226'CORDESVILLE POST OFFICE, THENCE 0.1 KILOMETER (0.05 MILE)
 DD1226'SOUTH-SOUTHEAST ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE RICHMOND
 DD1226'PLANTATION GIRL SCOUT CAMP), CONTINUE THROUGH GATE FOR 4.2 KILOMETERS
 DD1226'(2.6 MILES) SOUTH-SOUTHEAST ALONG THE SAND ROAD, THENCE 2.0 KILOMETERS
 DD1226'(1.25 MILES) WEST ALONG A GRAVEL ROAD, SET BETWEEN TWO BLAZED PINE
 DD1226'TREES AT THE INTERSECTION OF A TRACK ROAD LEADING NORTHEAST, ALSO MAY
 DD1226'BE REACHED BY GOING 1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE
 DD1226'HIGHWAY 402 FROM THE CORDESVILLE POST OFFICE, THENCE 0.25 KILOMETER
 DD1226'(0.15 MILE) SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO BONNEAU
 DD1226'FERRY PLANTATION), CONTINUE 4.3 KILOMETERS (2.7 MILES) SOUTHWEST ALONG
 DD1226'THE SAND ROAD, THENCE 0.2 KILOMETER (0.1 MILE) EAST ALONG A GRAVEL
 DD1226'ROAD, 9.7 METERS (31.82 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 DD1226'CENTER OF THE GRAVEL ROAD, 12.0 METERS (39.37 FEET) WEST-SOUTHWEST OF
 DD1226'THE APPROXIMATE CENTER OF THE TRACK ROAD, 1.97 METERS (6.46 FEET)
 DD1226'EAST-NORTHEAST OF THE WESTERN MOST PINE TREE, 1.88 METERS (6.17 FEET)
 DD1226'SOUTHWEST OF THE EASTERN MOST PINE TREE.
 DD1226'THE MARK IS 0.56 METERS  SSE FROM A WITNESS POST.
 DD1226'THE MARK IS ABOVE LEVEL WITH TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1232 ***********************************************************************
 DD1232  DESIGNATION -  8 154
 DD1232  PID         -  DD1232
 DD1232  STATE/COUNTY-  SC/BERKELEY
 DD1232  USGS QUAD   -  KITTREDGE (1979)
 DD1232
 DD1232                         *CURRENT SURVEY CONTROL
 DD1232  ___________________________________________________________________
 DD1232* NAD 83(1986)-  33 04 42.     (N)    079 54 12.     (W)     SCALED    
 DD1232* NAVD 88     -         6.002  (meters)      19.69   (feet)  ADJUSTED  
 DD1232  ___________________________________________________________________
 DD1232  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DD1232  DYNAMIC HT  -           5.995 (meters)      19.67  (feet)  COMP
 DD1232  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 DD1232
 DD1232  VERT ORDER  -  FIRST     CLASS II
 DD1232
 DD1232.The horizontal coordinates were scaled from a topographic map and have
 DD1232.an estimated accuracy of +/- 6 seconds.
 DD1232
 DD1232.The orthometric height was determined by differential leveling
 DD1232.and adjusted by the National Geodetic Survey in June 1991..
 DD1232
 DD1232.The geoid height was determined by GEOID03.
 DD1232
 DD1232.The dynamic height is computed by dividing the NAVD 88
 DD1232.geopotential number by the normal gravity value computed on the
 DD1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1232.degrees latitude (g = 980.6199 gals.).
 DD1232
 DD1232.The modeled gravity was interpolated from observed gravity values.
 DD1232
 DD1232;                    North         East    Units  Estimated Accuracy
 DD1232;SPC SC       -   138,610.      711,980.      MT  (+/- 180 meters Scaled)
 DD1232
 DD1232                          SUPERSEDED SURVEY CONTROL
 DD1232
 DD1232  NGVD 29 (03/21/89)    6.302  (m)           20.68   (f) ADJUSTED    1 2
 DD1232
 DD1232.Superseded values are not recommended for survey control.
 DD1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1232.See file dsdata.txt to determine how the superseded data were derived.
 DD1232
 DD1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS023605(NAD 83)
 DD1232_MARKER: DB = BENCH MARK DISK
 DD1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1232_SP_SET: CONCRETE POST
 DD1232_STAMPING: VERT 8 154 1985
 DD1232_MARK LOGO: SCGS  
 DD1232_PROJECTION: PROJECTING 5 CENTIMETERS
 DD1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1232
 DD1232  HISTORY     - Date     Condition        Report By
 DD1232  HISTORY     - 1985     MONUMENTED       SCGS
 DD1232
 DD1232                          STATION DESCRIPTION
 DD1232
 DD1232'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1232'7.2 KM (4.5 MI) SSW FROM CORDESVILLE.
 DD1232'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1232'CORDESVILLE POST OFFICE, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHWEST
 DD1232'ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE BONNEAU FERRY
 DD1232'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) SOUTHWEST ALONG THE
 DD1232'SAND ROAD TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE
 DD1232'1.6 KILOMETERS (1.0 MILE) RIGHT ALONG THE MAIN SAND ROAD PASS A SMALL
 DD1232'GRAIN SILO AND MAINTENANCE GARAGE TO A MAJOR POWER LINE CROSSING, SET
 DD1232'BETWEEN TWO POWER POLES AT THE EDGE OF THE SAND ROAD AND A FIELD,
 DD1232'7.85 METERS (25.75 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF THE
 DD1232'SAND ROAD, 2.5 METERS (8.2 FEET) EAST-SOUTHEAST OF THE MOST
 DD1232'NORTHWESTERN POWER POLE, 2.85 METERS (9.35 FEET) NORTHWEST OF THE MOST
 DD1232'SOUTHEASTERN POWER POLE NUMBER 133, 1.2 METERS (3.94 FEET) SOUTHWEST
 DD1232'OF THE APPROXIMATE EDGE OF THE FIELD.
 DD1232'THE MARK IS 0.45 METERS  WSW FROM A WITNESS POST.
 DD1232'THE MARK IS 0.60 M ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1233 ***********************************************************************
 DD1233  DESIGNATION -  8 155
 DD1233  PID         -  DD1233
 DD1233  STATE/COUNTY-  SC/BERKELEY
 DD1233  USGS QUAD   -  KITTREDGE (1979)
 DD1233
 DD1233                         *CURRENT SURVEY CONTROL
 DD1233  ___________________________________________________________________
 DD1233* NAD 83(1986)-  33 04 50.     (N)    079 55 05.     (W)     SCALED    
 DD1233* NAVD 88     -         6.067  (meters)      19.90   (feet)  ADJUSTED  
 DD1233  ___________________________________________________________________
 DD1233  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DD1233  DYNAMIC HT  -           6.060 (meters)      19.88  (feet)  COMP
 DD1233  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 DD1233
 DD1233  VERT ORDER  -  FIRST     CLASS II
 DD1233
 DD1233.The horizontal coordinates were scaled from a topographic map and have
 DD1233.an estimated accuracy of +/- 6 seconds.
 DD1233
 DD1233.The orthometric height was determined by differential leveling
 DD1233.and adjusted by the National Geodetic Survey in June 1991..
 DD1233
 DD1233.The geoid height was determined by GEOID03.
 DD1233
 DD1233.The dynamic height is computed by dividing the NAVD 88
 DD1233.geopotential number by the normal gravity value computed on the
 DD1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1233.degrees latitude (g = 980.6199 gals.).
 DD1233
 DD1233.The modeled gravity was interpolated from observed gravity values.
 DD1233
 DD1233;                    North         East    Units  Estimated Accuracy
 DD1233;SPC SC       -   138,840.      710,600.      MT  (+/- 180 meters Scaled)
 DD1233
 DD1233                          SUPERSEDED SURVEY CONTROL
 DD1233
 DD1233  NGVD 29 (03/21/89)    6.367  (m)           20.89   (f) ADJUSTED    1 2
 DD1233
 DD1233.Superseded values are not recommended for survey control.
 DD1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1233.See file dsdata.txt to determine how the superseded data were derived.
 DD1233
 DD1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS009607(NAD 83)
 DD1233_MARKER: DB = BENCH MARK DISK
 DD1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1233_SP_SET: CONCRETE POST
 DD1233_STAMPING: VERT 8 155 1985
 DD1233_MARK LOGO: SCGS  
 DD1233_PROJECTION: PROJECTING 5 CENTIMETERS
 DD1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1233
 DD1233  HISTORY     - Date     Condition        Report By
 DD1233  HISTORY     - 1985     MONUMENTED       SCGS
 DD1233
 DD1233                          STATION DESCRIPTION
 DD1233
 DD1233'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1233'6.6 KM (4.1 MI) SW FROM CORDESVILLE.
 DD1233'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1233'CORDESVILLE POST OFFICE, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHWEST
 DD1233'ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE BONNEAU FERRY
 DD1233'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) SOUTHWEST ALONG THE
 DD1233'SAND ROAD TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE
 DD1233'2.7 KILOMETERS (1.7 MILES) RIGHT ALONG THE MAIN SAND ROAD PASS A SMALL
 DD1233'GRAIN SILO AND A MAINTENANCE GARAGE TO A SMALL LOG CABIN WHERE A SMALL
 DD1233'CREEK CROSSES THE ROAD, CONTINUE 1.0 KILOMETER (0.6 MILE) TO TWO
 DD1233'7-FOOT BRICK PILLARS JUST PAST THE RUINS OF AN OLD HOUSE, CONTINUE 0.1
 DD1233'KILOMETER (0.05 MILE) ALONG THE SAND ROAD, SET NEAR A BLAZED OAK TREE
 DD1233'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF A GRASSY ROAD LEADING TO
 DD1233'THE RUINS OF THE OLD RICE HOPE MILL AT THE RIVERS EDGE, 6.2 METERS
 DD1233'(20.34 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND
 DD1233'ROAD, 16.5 METERS (54.13 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 DD1233'CENTER OF THE GRASSY ROAD, 27.1 METERS (88.91 FEET) NORTHWEST OF THE
 DD1233'NORTHWEST CORNER OF THE 7-FOOT BRICK PILLAR ON THE EAST SIDE OF THE
 DD1233'SAND ROAD, 2.6 METERS (8.53 FEET) NORTH-NORTHEAST OF THE OAK TREE.
 DD1233'THE MARK IS 0.63 METERS  NE FROM A WITNESS POST.
 DD1233'THE MARK IS 0.30 M ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1239 ***********************************************************************
 DD1239  DESIGNATION -  8 156
 DD1239  PID         -  DD1239
 DD1239  STATE/COUNTY-  SC/BERKELEY
 DD1239  USGS QUAD   -  KITTREDGE (1979)
 DD1239
 DD1239                         *CURRENT SURVEY CONTROL
 DD1239  ___________________________________________________________________
 DD1239* NAD 83(1986)-  33 05 31.     (N)    079 55 42.     (W)     SCALED    
 DD1239* NAVD 88     -         7.227  (meters)      23.71   (feet)  ADJUSTED  
 DD1239  ___________________________________________________________________
 DD1239  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DD1239  DYNAMIC HT  -           7.219 (meters)      23.68  (feet)  COMP
 DD1239  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DD1239
 DD1239  VERT ORDER  -  FIRST     CLASS II
 DD1239
 DD1239.The horizontal coordinates were scaled from a topographic map and have
 DD1239.an estimated accuracy of +/- 6 seconds.
 DD1239
 DD1239.The orthometric height was determined by differential leveling
 DD1239.and adjusted by the National Geodetic Survey in June 1991..
 DD1239
 DD1239.The geoid height was determined by GEOID03.
 DD1239
 DD1239.The dynamic height is computed by dividing the NAVD 88
 DD1239.geopotential number by the normal gravity value computed on the
 DD1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1239.degrees latitude (g = 980.6199 gals.).
 DD1239
 DD1239.The modeled gravity was interpolated from observed gravity values.
 DD1239
 DD1239;                    North         East    Units  Estimated Accuracy
 DD1239;SPC SC       -   140,100.      709,630.      MT  (+/- 180 meters Scaled)
 DD1239
 DD1239                          SUPERSEDED SURVEY CONTROL
 DD1239
 DD1239  NGVD 29 (03/21/89)    7.528  (m)           24.70   (f) ADJUSTED    1 2
 DD1239
 DD1239.Superseded values are not recommended for survey control.
 DD1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1239.See file dsdata.txt to determine how the superseded data were derived.
 DD1239
 DD1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS000619(NAD 83)
 DD1239_MARKER: DB = BENCH MARK DISK
 DD1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1239_SP_SET: CONCRETE POST
 DD1239_STAMPING: VERT 8 156 1985
 DD1239_MARK LOGO: SCGS  
 DD1239_PROJECTION: FLUSH
 DD1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1239
 DD1239  HISTORY     - Date     Condition        Report By
 DD1239  HISTORY     - 1985     MONUMENTED       SCGS
 DD1239
 DD1239                          STATION DESCRIPTION
 DD1239
 DD1239'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1239'6.8 KM (4.2 MI) SW FROM CORDESVILLE.
 DD1239'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 402 FROM THE
 DD1239'CORDESVILLE POST OFFICE, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST
 DD1239'ALONG COUNTY ROAD S-8-376, THENCE 0.8 KILOMETER (0.5 MILE) SOUTHEAST
 DD1239'ALONG COUNTY ROAD S-8-44, CONTINUE 0.55 KILOMETER (0.35 MILE)
 DD1239'SOUTHEAST ALONG COUNTY ROAD S-8-1054, SET NEAR THE CORNER OF A BRICK
 DD1239'ENTRANCE PILLAR TO THE RICE HOPE PLANTATION ON THE SOUTHWEST SIDE OF
 DD1239'THE ROAD, 30.0 METERS (98.43 FEET) SOUTHEAST OF THE APPROXIMATE CENTER
 DD1239'OF THE COUNTY ROAD, 3.45 METERS (11.32 FEET) SOUTH-SOUTHWEST OF THE
 DD1239'APPROXIMATE CENTER OF THE ENTRANCE ROAD, 6.1 METERS (20.0 FEET)
 DD1239'SOUTHWEST OF THE WEST CORNER OF THE TALLEST PILLAR WITH RICE MARKED ON
 DD1239'IT, 1.08 METERS (3.54 FEET) WEST-SOUTHWEST OF THE WEST CORNER OF THE
 DD1239'TALLEST PILLAR WITH HOPE MARKED ON IT.
 DD1239'THE MARK IS 0.40 METERS  NW FROM A WITNESS POST.
 DD1239'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0538 ***********************************************************************
 CJ0538  DESIGNATION -  8 157
 CJ0538  PID         -  CJ0538
 CJ0538  STATE/COUNTY-  SC/BERKELEY
 CJ0538  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0538
 CJ0538                         *CURRENT SURVEY CONTROL
 CJ0538  ___________________________________________________________________
 CJ0538* NAD 83(1986)-  32 54 50.     (N)    079 59 09.     (W)     SCALED    
 CJ0538* NAVD 88     -         9.742  (meters)      31.96   (feet)  ADJUSTED  
 CJ0538  ___________________________________________________________________
 CJ0538  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CJ0538  DYNAMIC HT  -           9.732 (meters)      31.93  (feet)  COMP
 CJ0538  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 CJ0538
 CJ0538  VERT ORDER  -  FIRST     CLASS II
 CJ0538
 CJ0538.The horizontal coordinates were scaled from a topographic map and have
 CJ0538.an estimated accuracy of +/- 6 seconds.
 CJ0538
 CJ0538.The orthometric height was determined by differential leveling
 CJ0538.and adjusted by the National Geodetic Survey in June 1991..
 CJ0538
 CJ0538.The geoid height was determined by GEOID03.
 CJ0538
 CJ0538.The dynamic height is computed by dividing the NAVD 88
 CJ0538.geopotential number by the normal gravity value computed on the
 CJ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0538.degrees latitude (g = 980.6199 gals.).
 CJ0538
 CJ0538.The modeled gravity was interpolated from observed gravity values.
 CJ0538
 CJ0538;                    North         East    Units  Estimated Accuracy
 CJ0538;SPC SC       -   120,300.      704,460.      MT  (+/- 180 meters Scaled)
 CJ0538
 CJ0538                          SUPERSEDED SURVEY CONTROL
 CJ0538
 CJ0538  NGVD 29 (03/21/89)   10.039  (m)           32.94   (f) ADJUSTED    1 2
 CJ0538
 CJ0538.Superseded values are not recommended for survey control.
 CJ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0538.See file dsdata.txt to determine how the superseded data were derived.
 CJ0538
 CJ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS948421(NAD 83)
 CJ0538_MARKER: DD = SURVEY DISK
 CJ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0538_SP_SET: CONCRETE POST
 CJ0538_STAMPING: VERT 8 157 1985
 CJ0538_MARK LOGO: SCGS  
 CJ0538_PROJECTION: FLUSH
 CJ0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0538+STABILITY: SURFACE MOTION
 CJ0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0538+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0538
 CJ0538  HISTORY     - Date     Condition        Report By
 CJ0538  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0538  HISTORY     - 19920817 GOOD             NGS
 CJ0538
 CJ0538                          STATION DESCRIPTION
 CJ0538
 CJ0538'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0538'3.45 KM (2.15 MI) NORTH FROM NORTH CHARLESTON.
 CJ0538'THE MARK IS 0.60 M BELOW NORTH RHETT AVENUE.
 CJ0538'0.6 KILOMETER (0.4 MILE) WEST ALONG MONTAGUE AVENUE FROM THE NORTH
 CJ0538'CHARLESTON POST OFFICE, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0538'NORTHWESTERLY ALONG PARK CIRCLE, THENCE 3.45 KILOMETERS (2.15 MILES)
 CJ0538'NORTH ALONG NORTH RHETT AVENUE, SET NEAR A POWER POLE ON THE OUTSIDE
 CJ0538'OF A CHAIN LINK FENCE THAT SURROUNDS THE CHARLESTON DFSP (FUEL
 CJ0538'RESERVE), 66.27 METERS (217.42 FEET) SOUTH-SOUTHWEST OF THE NORTHWEST
 CJ0538'CORNER OF THE CHAIN LINK FENCE, 12.92 METERS (42.39 FEET) EAST OF THE
 CJ0538'CENTERLINE OF NORTH RHETT AVENUE, 1.47 METERS (4.82 FEET)
 CJ0538'NORTH-NORTHEAST OF POWER POLE NUMBER 230926, 1.45 METERS (4.76 FEET)
 CJ0538'WEST OF THE CHAIN LINK FENCE.
 CJ0538'THE MARK IS 1.12 METERS  W FROM A WITNESS POST.
 CJ0538
 CJ0538                          STATION RECOVERY (1992)
 CJ0538
 CJ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0538'2.0 KM (1.25 MI) EASTERLY ALONG MONTAGUE AVENUE FROM THE JUNCTION OF
 CJ0538'U.S. HIGHWAYS 52 AND 78 (RIVERS AVENUE) IN NORTH CHARLESTON, THENCE
 CJ0538'3.9 KM (2.40 MI) NORTHERLY ALONG NORTH RHETT AVENUE, 66.3 M (217.5
 CJ0538'FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE
 CJ0538'ENCLOSING THE CHARLESTON DFSP FUEL RESERVE, 12.9 M (42.3 FT) EAST OF
 CJ0538'THE AVENUE CENTERLINE, 1.5 M (4.9 FT) NORTH-NORTHEAST OF UTILITY POLE
 CJ0538'NUMBER 230926 AND A WITNESS POST, 1.5 M (4.9 FT) WEST OF A FENCE, 0.3
 CJ0538'M (1.0 FT) BELOW THE LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH
 CJ0538'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0539 ***********************************************************************
 CJ0539  DESIGNATION -  8 158
 CJ0539  PID         -  CJ0539
 CJ0539  STATE/COUNTY-  SC/BERKELEY
 CJ0539  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0539
 CJ0539                         *CURRENT SURVEY CONTROL
 CJ0539  ___________________________________________________________________
 CJ0539* NAD 83(1986)-  32 55 15.     (N)    079 59 28.     (W)     SCALED    
 CJ0539* NAVD 88     -         5.309  (meters)      17.42   (feet)  ADJUSTED  
 CJ0539  ___________________________________________________________________
 CJ0539  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 CJ0539  DYNAMIC HT  -           5.303 (meters)      17.40  (feet)  COMP
 CJ0539  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 CJ0539
 CJ0539  VERT ORDER  -  FIRST     CLASS II
 CJ0539
 CJ0539.The horizontal coordinates were scaled from a topographic map and have
 CJ0539.an estimated accuracy of +/- 6 seconds.
 CJ0539
 CJ0539.The orthometric height was determined by differential leveling
 CJ0539.and adjusted by the National Geodetic Survey in June 1991..
 CJ0539
 CJ0539.The geoid height was determined by GEOID03.
 CJ0539
 CJ0539.The dynamic height is computed by dividing the NAVD 88
 CJ0539.geopotential number by the normal gravity value computed on the
 CJ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0539.degrees latitude (g = 980.6199 gals.).
 CJ0539
 CJ0539.The modeled gravity was interpolated from observed gravity values.
 CJ0539
 CJ0539;                    North         East    Units  Estimated Accuracy
 CJ0539;SPC SC       -   121,060.      703,960.      MT  (+/- 180 meters Scaled)
 CJ0539
 CJ0539                          SUPERSEDED SURVEY CONTROL
 CJ0539
 CJ0539  NGVD 29 (03/21/89)    5.606  (m)           18.39   (f) ADJUSTED    1 2
 CJ0539
 CJ0539.Superseded values are not recommended for survey control.
 CJ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0539.See file dsdata.txt to determine how the superseded data were derived.
 CJ0539
 CJ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS943429(NAD 83)
 CJ0539_MARKER: DB = BENCH MARK DISK
 CJ0539_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CJ0539_SP_SET: IN BRIDGE
 CJ0539_STAMPING: VERT 8 158 1985
 CJ0539_MARK LOGO: SCGS  
 CJ0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0539
 CJ0539  HISTORY     - Date     Condition        Report By
 CJ0539  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0539
 CJ0539                          STATION DESCRIPTION
 CJ0539
 CJ0539'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0539'4.4 KM (2.75 MI) NORTH FROM NORTH CHARLESTON.
 CJ0539'0.6 KILOMETER (0.4 MILE) WEST ALONG MONTAGUE AVENUE FROM THE NORTH
 CJ0539'CHARLESTON POST OFFICE, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0539'NORTHWESTERLY ALONG PARK CIRCLE, THENCE 4.4 KILOMETERS (2.75 MILES)
 CJ0539'NORTH ALONG NORTH RHETT AVENUE, SET IN THE SOUTHEAST CORNER OF THE
 CJ0539'BRIDGE OVER GOOSE CREEK.
 CJ0539'THE MARK IS 0.30 M ABOVE NORTH RHETT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0544 ***********************************************************************
 CJ0544  DESIGNATION -  8 159
 CJ0544  PID         -  CJ0544
 CJ0544  STATE/COUNTY-  SC/BERKELEY
 CJ0544  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0544
 CJ0544                         *CURRENT SURVEY CONTROL
 CJ0544  ___________________________________________________________________
 CJ0544* NAD 83(1986)-  32 56 04.     (N)    079 59 49.     (W)     SCALED    
 CJ0544* NAVD 88     -         4.867  (meters)      15.97   (feet)  ADJUSTED  
 CJ0544  ___________________________________________________________________
 CJ0544  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CJ0544  DYNAMIC HT  -           4.861 (meters)      15.95  (feet)  COMP
 CJ0544  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 CJ0544
 CJ0544  VERT ORDER  -  FIRST     CLASS II
 CJ0544
 CJ0544.The horizontal coordinates were scaled from a topographic map and have
 CJ0544.an estimated accuracy of +/- 6 seconds.
 CJ0544
 CJ0544.The orthometric height was determined by differential leveling
 CJ0544.and adjusted by the National Geodetic Survey in June 1991..
 CJ0544
 CJ0544.The geoid height was determined by GEOID03.
 CJ0544
 CJ0544.The dynamic height is computed by dividing the NAVD 88
 CJ0544.geopotential number by the normal gravity value computed on the
 CJ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0544.degrees latitude (g = 980.6199 gals.).
 CJ0544
 CJ0544.The modeled gravity was interpolated from observed gravity values.
 CJ0544
 CJ0544;                    North         East    Units  Estimated Accuracy
 CJ0544;SPC SC       -   122,570.      703,400.      MT  (+/- 180 meters Scaled)
 CJ0544
 CJ0544                          SUPERSEDED SURVEY CONTROL
 CJ0544
 CJ0544  NGVD 29 (03/21/89)    5.164  (m)           16.94   (f) ADJUSTED    1 2
 CJ0544
 CJ0544.Superseded values are not recommended for survey control.
 CJ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0544.See file dsdata.txt to determine how the superseded data were derived.
 CJ0544
 CJ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS937444(NAD 83)
 CJ0544_MARKER: DB = BENCH MARK DISK
 CJ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0544_SP_SET: CONCRETE POST
 CJ0544_STAMPING: VERT 8 159 1985
 CJ0544_MARK LOGO: SCGS  
 CJ0544_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0544
 CJ0544  HISTORY     - Date     Condition        Report By
 CJ0544  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0544
 CJ0544                          STATION DESCRIPTION
 CJ0544
 CJ0544'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0544'6.05 KM (3.75 MI) NORTH FROM NORTH CHARLESTON.
 CJ0544'0.6 KILOMETER (0.4 MILE) WEST ALONG MONTAGUE AVENUE FROM THE NORTH
 CJ0544'CHARLESTON POST OFFICE, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0544'NORTHWESTERLY ALONG PARK CIRCLE, THENCE 6.05 KILOMETERS (3.75 MILE)
 CJ0544'NORTH ALONG NORTH RHETT AVENUE, SET NEAR TWO BLAZED PINE TREES BETWEEN
 CJ0544'THE RAILROAD TRACKS AND NORTH RHETT AVENUE, 25.75 METERS (84.48 FEET)
 CJ0544'EAST-NORTHEAST OF THE CENTERLINE OF NORTH RHETT AVENUE, 10.42 METERS
 CJ0544'(34.19 FEET) WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACKS,
 CJ0544'2.95 METERS (9.68 FEET) SOUTHWEST OF THE 12-INCH BLAZED PINE TREE,
 CJ0544'3.05 METERS (10.01 FEET) NORTH OF THE 10-INCH BLAZED PINE TREE.
 CJ0544'THE MARK IS 0.55 METERS  NNW FROM A WITNESS POST.
 CJ0544'THE MARK IS ABOVE LEVEL WITH NORTH RHETT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0545 ***********************************************************************
 CJ0545  DESIGNATION -  8 160
 CJ0545  PID         -  CJ0545
 CJ0545  STATE/COUNTY-  SC/BERKELEY
 CJ0545  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0545
 CJ0545                         *CURRENT SURVEY CONTROL
 CJ0545  ___________________________________________________________________
 CJ0545* NAD 83(1986)-  32 56 50.     (N)    079 59 56.     (W)     SCALED    
 CJ0545* NAVD 88     -         8.394  (meters)      27.54   (feet)  ADJUSTED  
 CJ0545  ___________________________________________________________________
 CJ0545  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CJ0545  DYNAMIC HT  -           8.385 (meters)      27.51  (feet)  COMP
 CJ0545  MODELED GRAV-     979,556.3   (mgal)                       NAVD 88
 CJ0545
 CJ0545  VERT ORDER  -  FIRST     CLASS II
 CJ0545
 CJ0545.The horizontal coordinates were scaled from a topographic map and have
 CJ0545.an estimated accuracy of +/- 6 seconds.
 CJ0545
 CJ0545.The orthometric height was determined by differential leveling
 CJ0545.and adjusted by the National Geodetic Survey in June 1991..
 CJ0545
 CJ0545.The geoid height was determined by GEOID03.
 CJ0545
 CJ0545.The dynamic height is computed by dividing the NAVD 88
 CJ0545.geopotential number by the normal gravity value computed on the
 CJ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0545.degrees latitude (g = 980.6199 gals.).
 CJ0545
 CJ0545.The modeled gravity was interpolated from observed gravity values.
 CJ0545
 CJ0545;                    North         East    Units  Estimated Accuracy
 CJ0545;SPC SC       -   123,980.      703,200.      MT  (+/- 180 meters Scaled)
 CJ0545
 CJ0545                          SUPERSEDED SURVEY CONTROL
 CJ0545
 CJ0545  NGVD 29 (03/21/89)    8.691  (m)           28.51   (f) ADJUSTED    1 2
 CJ0545
 CJ0545.Superseded values are not recommended for survey control.
 CJ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0545.See file dsdata.txt to determine how the superseded data were derived.
 CJ0545
 CJ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS935458(NAD 83)
 CJ0545_MARKER: DB = BENCH MARK DISK
 CJ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0545_SP_SET: CONCRETE POST
 CJ0545_STAMPING: VERT 8 160 1985
 CJ0545_MARK LOGO: SCGS  
 CJ0545_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0545
 CJ0545  HISTORY     - Date     Condition        Report By
 CJ0545  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0545
 CJ0545                          STATION DESCRIPTION
 CJ0545
 CJ0545'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0545'7.5 KM (4.65 MI) NORTH FROM NORTH CHARLESTON.
 CJ0545'0.6 KILOMETER (0.4 MILE) WEST ALONG MONTAGUE AVENUE FROM THE NORTH
 CJ0545'CHARLESTON POST OFFICE, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0545'NORTHWESTERLY ALONG PARK CIRCLE, THENCE 7.5 KILOMETERS (4.65 MILES)
 CJ0545'NORTH ALONG NORTH RHETT AVENUE, SET BETWEEN TWO BLAZED PINE TREES IN
 CJ0545'AN AREA BETWEEN RAILROAD TRACKS AND NORTH RHETT AVENUE, ALSO MAY BE
 CJ0545'REACHED BY GOING 2.9 KILOMETERS (1.8 MILES) SOUTHEASTERLY ALONG COUNTY
 CJ0545'ROAD S-8-29 (RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE
 CJ0545'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG NORTH RHETT AVENUE, 20.1 METERS
 CJ0545'(65.94 FEET) EAST OF THE CENTERLINE OF NORTH RHETT AVENUE,
 CJ0545'15.57 METERS (51.08 FEET) WEST OF THE WEST RAIL OF THE RAILROAD
 CJ0545'TRACKS, 3.75 METERS (12.3 FEET) NORTH-NORTHEAST OF THE SOUTHERN MOST
 CJ0545'BLAZED PINE TREE, 3.35 METERS (11.0 FEET) SOUTH-SOUTHEAST OF THE
 CJ0545'NORTHERN MOST BLAZED PINE TREE.
 CJ0545'THE MARK IS 0.52 METERS  WSW FROM A WITNESS POST.
 CJ0545'THE MARK IS 1.20 M BELOW NORTH RHETT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3164 ***********************************************************************
 CK3164  DESIGNATION -  8 161
 CK3164  PID         -  CK3164
 CK3164  STATE/COUNTY-  SC/BERKELEY
 CK3164  USGS QUAD   -  LADSON (1979)
 CK3164
 CK3164                         *CURRENT SURVEY CONTROL
 CK3164  ___________________________________________________________________
 CK3164* NAD 83(1986)-  32 58 11.     (N)    080 00 20.     (W)     SCALED    
 CK3164* NAVD 88     -         9.511  (meters)      31.20   (feet)  ADJUSTED  
 CK3164  ___________________________________________________________________
 CK3164  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 CK3164  DYNAMIC HT  -           9.501 (meters)      31.17  (feet)  COMP
 CK3164  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 CK3164
 CK3164  VERT ORDER  -  FIRST     CLASS II
 CK3164
 CK3164.The horizontal coordinates were scaled from a topographic map and have
 CK3164.an estimated accuracy of +/- 6 seconds.
 CK3164
 CK3164.The orthometric height was determined by differential leveling
 CK3164.and adjusted by the National Geodetic Survey in June 1991..
 CK3164
 CK3164.The geoid height was determined by GEOID03.
 CK3164
 CK3164.The dynamic height is computed by dividing the NAVD 88
 CK3164.geopotential number by the normal gravity value computed on the
 CK3164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3164.degrees latitude (g = 980.6199 gals.).
 CK3164
 CK3164.The modeled gravity was interpolated from observed gravity values.
 CK3164
 CK3164;                    North         East    Units  Estimated Accuracy
 CK3164;SPC SC       -   126,470.      702,550.      MT  (+/- 180 meters Scaled)
 CK3164
 CK3164                          SUPERSEDED SURVEY CONTROL
 CK3164
 CK3164  NGVD 29 (03/21/89)    9.809  (m)           32.18   (f) ADJUSTED    1 2
 CK3164
 CK3164.Superseded values are not recommended for survey control.
 CK3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3164.See file dsdata.txt to determine how the superseded data were derived.
 CK3164
 CK3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS929483(NAD 83)
 CK3164_MARKER: DB = BENCH MARK DISK
 CK3164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3164_SP_SET: CONCRETE POST
 CK3164_STAMPING: VERT 8 161 1985
 CK3164_MARK LOGO: SCGS  
 CK3164_PROJECTION: FLUSH
 CK3164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3164
 CK3164  HISTORY     - Date     Condition        Report By
 CK3164  HISTORY     - 1985     MONUMENTED       SCGS
 CK3164
 CK3164                          STATION DESCRIPTION
 CK3164
 CK3164'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3164'2.8 KM (1.75 MI) SE FROM GOOSE CREEK.
 CK3164'2.8 KILOMETERS (1.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CK3164'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, SET BETWEEN A POWER
 CK3164'POLE AND A STEEL LIGHT POLE IN THE SOUTHWEST CORNER OF A PORT GAS
 CK3164'STATION PARKING AREA, 23.95 METERS (78.58 FEET) NORTH OF THE
 CK3164'APPROXIMATE CENTER OF RED BANK ROAD, 72.9 METERS (239.17 FEET) WEST OF
 CK3164'THE APPROXIMATE CENTER OF NORTH RHETT AVENUE, 21.68 METERS (71.13
 CK3164'FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORT GAS STATION,
 CK3164'1.04 METERS (3.41 FEET) NORTH-NORTHWEST OF THE POWER POLE, 0.9 METER
 CK3164'(2.95 FEET) SOUTH-SOUTHWEST OF THE STEEL LIGHT POLE.
 CK3164'THE MARK IS 0.97 METERS  NNW FROM A WITNESS POST.
 CK3164'THE MARK IS ABOVE LEVEL WITH PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0546 ***********************************************************************
 CJ0546  DESIGNATION -  8 162
 CJ0546  PID         -  CJ0546
 CJ0546  STATE/COUNTY-  SC/BERKELEY
 CJ0546  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0546
 CJ0546                         *CURRENT SURVEY CONTROL
 CJ0546  ___________________________________________________________________
 CJ0546* NAD 83(1986)-  32 57 54.     (N)    079 59 14.     (W)     SCALED    
 CJ0546* NAVD 88     -         6.363  (meters)      20.88   (feet)  ADJUSTED  
 CJ0546  ___________________________________________________________________
 CJ0546  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 CJ0546  DYNAMIC HT  -           6.356 (meters)      20.85  (feet)  COMP
 CJ0546  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 CJ0546
 CJ0546  VERT ORDER  -  FIRST     CLASS II
 CJ0546
 CJ0546.The horizontal coordinates were scaled from a topographic map and have
 CJ0546.an estimated accuracy of +/- 6 seconds.
 CJ0546
 CJ0546.The orthometric height was determined by differential leveling
 CJ0546.and adjusted by the National Geodetic Survey in June 1991..
 CJ0546
 CJ0546.The geoid height was determined by GEOID03.
 CJ0546
 CJ0546.The dynamic height is computed by dividing the NAVD 88
 CJ0546.geopotential number by the normal gravity value computed on the
 CJ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0546.degrees latitude (g = 980.6199 gals.).
 CJ0546
 CJ0546.The modeled gravity was interpolated from observed gravity values.
 CJ0546
 CJ0546;                    North         East    Units  Estimated Accuracy
 CJ0546;SPC SC       -   125,970.      704,270.      MT  (+/- 180 meters Scaled)
 CJ0546
 CJ0546                          SUPERSEDED SURVEY CONTROL
 CJ0546
 CJ0546  NGVD 29 (03/21/89)    6.662  (m)           21.86   (f) ADJUSTED    1 2
 CJ0546
 CJ0546.Superseded values are not recommended for survey control.
 CJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0546.See file dsdata.txt to determine how the superseded data were derived.
 CJ0546
 CJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS946478(NAD 83)
 CJ0546_MARKER: DB = BENCH MARK DISK
 CJ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0546_SP_SET: CONCRETE POST
 CJ0546_STAMPING: VERT 8 162 1985
 CJ0546_MARK LOGO: SCGS  
 CJ0546_PROJECTION: FLUSH
 CJ0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0546
 CJ0546  HISTORY     - Date     Condition        Report By
 CJ0546  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0546
 CJ0546                          STATION DESCRIPTION
 CJ0546
 CJ0546'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0546'4.6 KM (2.85 MI) SE FROM GOOSE CREEK.
 CJ0546'4.6 KILOMETERS (2.85 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CJ0546'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, SET NEAR A POWER
 CJ0546'POLE NEXT TO A CHAIN LINK FENCE JUST BEFORE THE EXIT TO LOCKLEAR PARK,
 CJ0546'12.81 METERS (42.03 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CJ0546'RED BANK ROAD, 6.81 METERS (22.34 FEET) NORTH-NORTHEAST OF THE
 CJ0546'CENTERLINE OF A PAVED ROAD RUNNING PARALLEL WITH RED BANK ROAD,
 CJ0546'1.82 METERS (5.97 FEET) EAST-SOUTHEAST OF POWER POLE NUMBER 264114,
 CJ0546'0.71 METER (2.33 FEET) NORTH-NORTHEAST OF THE CHAIN LINK FENCE.
 CJ0546'THE MARK IS 0.83 METERS  NNW FROM A WITNESS POST.
 CJ0546'THE MARK IS 0.30 M BELOW RED BANK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0547 ***********************************************************************
 CJ0547  DESIGNATION -  8 163
 CJ0547  PID         -  CJ0547
 CJ0547  STATE/COUNTY-  SC/BERKELEY
 CJ0547  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0547
 CJ0547                         *CURRENT SURVEY CONTROL
 CJ0547  ___________________________________________________________________
 CJ0547* NAD 83(1986)-  32 57 42.     (N)    079 58 16.     (W)     SCALED    
 CJ0547* NAVD 88     -        10.248  (meters)      33.62   (feet)  ADJUSTED  
 CJ0547  ___________________________________________________________________
 CJ0547  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 CJ0547  DYNAMIC HT  -          10.237 (meters)      33.59  (feet)  COMP
 CJ0547  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 CJ0547
 CJ0547  VERT ORDER  -  FIRST     CLASS II
 CJ0547
 CJ0547.The horizontal coordinates were scaled from a topographic map and have
 CJ0547.an estimated accuracy of +/- 6 seconds.
 CJ0547
 CJ0547.The orthometric height was determined by differential leveling
 CJ0547.and adjusted by the National Geodetic Survey in June 1991..
 CJ0547
 CJ0547.The geoid height was determined by GEOID03.
 CJ0547
 CJ0547.The dynamic height is computed by dividing the NAVD 88
 CJ0547.geopotential number by the normal gravity value computed on the
 CJ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0547.degrees latitude (g = 980.6199 gals.).
 CJ0547
 CJ0547.The modeled gravity was interpolated from observed gravity values.
 CJ0547
 CJ0547;                    North         East    Units  Estimated Accuracy
 CJ0547;SPC SC       -   125,610.      705,780.      MT  (+/- 180 meters Scaled)
 CJ0547
 CJ0547                          SUPERSEDED SURVEY CONTROL
 CJ0547
 CJ0547  NGVD 29 (03/21/89)   10.547  (m)           34.60   (f) ADJUSTED    1 2
 CJ0547
 CJ0547.Superseded values are not recommended for survey control.
 CJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0547.See file dsdata.txt to determine how the superseded data were derived.
 CJ0547
 CJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS961475(NAD 83)
 CJ0547_MARKER: DB = BENCH MARK DISK
 CJ0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0547_SP_SET: CONCRETE POST
 CJ0547_STAMPING: VERT 8 163 1985
 CJ0547_MARK LOGO: SCGS  
 CJ0547_PROJECTION: FLUSH
 CJ0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0547
 CJ0547  HISTORY     - Date     Condition        Report By
 CJ0547  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0547
 CJ0547                          STATION DESCRIPTION
 CJ0547
 CJ0547'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0547'6.1 KM (3.8 MI) SE FROM GOOSE CREEK.
 CJ0547'6.1 KILOMETERS (3.8 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29 (RED
 CJ0547'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, SET NEAR A POWER POLE
 CJ0547'NEXT TO A CHAIN LINK FENCE, 0.25 KILOMETER (0.15 MILE) EAST OF
 CJ0547'FLETCHER STREET, 89.75 METERS (294.46 FEET) EAST OF POWER POLE NUMBER
 CJ0547'0288831, 12.77 METERS (41.9 FEET) SOUTH OF THE CENTERLINE OF RED BANK
 CJ0547'ROAD, 8.82 METERS (28.94 FEET) NORTH OF THE CENTERLINE OF A PAVED ROAD
 CJ0547'THAT PARALLELS RED BANK ROAD, 2.05 METERS (6.73 FEET) WEST-NORTHWEST
 CJ0547'OF POWER POLE NUMBER 0288830, 2.72 METERS (8.92 FEET) NORTH OF THE
 CJ0547'CHAIN LINK FENCE.
 CJ0547'THE MARK IS 2.94 METERS  NNE FROM A WITNESS POST.
 CJ0547'THE MARK IS 0.60 M BELOW RED BANK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0549 ***********************************************************************
 CJ0549  DESIGNATION -  8 164
 CJ0549  PID         -  CJ0549
 CJ0549  STATE/COUNTY-  SC/BERKELEY
 CJ0549  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0549
 CJ0549                         *CURRENT SURVEY CONTROL
 CJ0549  ___________________________________________________________________
 CJ0549* NAD 83(1986)-  32 57 40.     (N)    079 57 13.     (W)     SCALED    
 CJ0549* NAVD 88     -         6.975  (meters)      22.88   (feet)  ADJUSTED  
 CJ0549  ___________________________________________________________________
 CJ0549  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 CJ0549  DYNAMIC HT  -           6.968 (meters)      22.86  (feet)  COMP
 CJ0549  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 CJ0549
 CJ0549  VERT ORDER  -  FIRST     CLASS II
 CJ0549
 CJ0549.The horizontal coordinates were scaled from a topographic map and have
 CJ0549.an estimated accuracy of +/- 6 seconds.
 CJ0549
 CJ0549.The orthometric height was determined by differential leveling
 CJ0549.and adjusted by the National Geodetic Survey in June 1991..
 CJ0549
 CJ0549.The geoid height was determined by GEOID03.
 CJ0549
 CJ0549.The dynamic height is computed by dividing the NAVD 88
 CJ0549.geopotential number by the normal gravity value computed on the
 CJ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0549.degrees latitude (g = 980.6199 gals.).
 CJ0549
 CJ0549.The modeled gravity was interpolated from observed gravity values.
 CJ0549
 CJ0549;                    North         East    Units  Estimated Accuracy
 CJ0549;SPC SC       -   125,570.      707,420.      MT  (+/- 180 meters Scaled)
 CJ0549
 CJ0549                          SUPERSEDED SURVEY CONTROL
 CJ0549
 CJ0549  NGVD 29 (03/21/89)    7.275  (m)           23.87   (f) ADJUSTED    1 2
 CJ0549
 CJ0549.Superseded values are not recommended for survey control.
 CJ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0549.See file dsdata.txt to determine how the superseded data were derived.
 CJ0549
 CJ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS977474(NAD 83)
 CJ0549_MARKER: DB = BENCH MARK DISK
 CJ0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0549_SP_SET: CONCRETE POST
 CJ0549_STAMPING: VERT 8 164 1985
 CJ0549_MARK LOGO: SCGS  
 CJ0549_PROJECTION: FLUSH
 CJ0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0549
 CJ0549  HISTORY     - Date     Condition        Report By
 CJ0549  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0549
 CJ0549                          STATION DESCRIPTION
 CJ0549
 CJ0549'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0549'7.8 KM (4.85 MI) SE FROM GOOSE CREEK.
 CJ0549'7.8 KILOMETERS (4.85 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CJ0549'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, SET NEAR A POWER
 CJ0549'POLE NEXT TO A CHAIN LINK FENCE, 0.25 KILOMETER (0.15 MILE) EAST OF A
 CJ0549'SAND ROAD LEFT, 14.4 METERS (47.24 FEET) SOUTH OF THE CENTERLINE OF
 CJ0549'RED BANK ROAD, 16.72 METERS (54.86 FEET) WEST-NORTHWEST OF A DOUBLE
 CJ0549'DOOR TELEPHONE JUNCTION BOX, 6.72 METERS (22.05 FEET) EAST-NORTHEAST
 CJ0549'OF POWER POLE NUMBER 87AB230, 1.28 METERS (4.2 FEET) NORTH OF THE
 CJ0549'CHAIN LINK FENCE.
 CJ0549'THE MARK IS 1.65 METERS  NW FROM A WITNESS POST.
 CJ0549'THE MARK IS 1.00 M ABOVE RED BANK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0551 ***********************************************************************
 CJ0551  DESIGNATION -  8 165
 CJ0551  PID         -  CJ0551
 CJ0551  STATE/COUNTY-  SC/BERKELEY
 CJ0551  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0551
 CJ0551                         *CURRENT SURVEY CONTROL
 CJ0551  ___________________________________________________________________
 CJ0551* NAD 83(1986)-  32 57 35.     (N)    079 56 31.     (W)     SCALED    
 CJ0551* NAVD 88     -         9.455  (meters)      31.02   (feet)  ADJUSTED  
 CJ0551  ___________________________________________________________________
 CJ0551  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CJ0551  DYNAMIC HT  -           9.445 (meters)      30.99  (feet)  COMP
 CJ0551  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 CJ0551
 CJ0551  VERT ORDER  -  FIRST     CLASS II
 CJ0551
 CJ0551.The horizontal coordinates were scaled from a topographic map and have
 CJ0551.an estimated accuracy of +/- 6 seconds.
 CJ0551
 CJ0551.The orthometric height was determined by differential leveling
 CJ0551.and adjusted by the National Geodetic Survey in June 1991..
 CJ0551
 CJ0551.The geoid height was determined by GEOID03.
 CJ0551
 CJ0551.The dynamic height is computed by dividing the NAVD 88
 CJ0551.geopotential number by the normal gravity value computed on the
 CJ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0551.degrees latitude (g = 980.6199 gals.).
 CJ0551
 CJ0551.The modeled gravity was interpolated from observed gravity values.
 CJ0551
 CJ0551;                    North         East    Units  Estimated Accuracy
 CJ0551;SPC SC       -   125,420.      708,510.      MT  (+/- 180 meters Scaled)
 CJ0551
 CJ0551                          SUPERSEDED SURVEY CONTROL
 CJ0551
 CJ0551  NGVD 29 (03/21/89)    9.755  (m)           32.00   (f) ADJUSTED    1 2
 CJ0551
 CJ0551.Superseded values are not recommended for survey control.
 CJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0551.See file dsdata.txt to determine how the superseded data were derived.
 CJ0551
 CJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS988473(NAD 83)
 CJ0551_MARKER: DB = BENCH MARK DISK
 CJ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0551_SP_SET: CONCRETE POST
 CJ0551_STAMPING: VERT 8 165 1985
 CJ0551_MARK LOGO: SCGS  
 CJ0551_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0551
 CJ0551  HISTORY     - Date     Condition        Report By
 CJ0551  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0551
 CJ0551                          STATION DESCRIPTION
 CJ0551
 CJ0551'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0551'9.25 KM (5.75 MI) SE FROM GOOSE CREEK.
 CJ0551'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CJ0551'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, SET BETWEEN TWO
 CJ0551'12-FOOT HIGH BRICK PILLARS WHERE RED BANK ROAD SPLITS (ENTRANCE TO THE
 CJ0551'U.S. NAVY WEAPON STATION), 16.7 METERS (54.79 FEET) SOUTH OF THE
 CJ0551'CENTERLINE OF RED BANK ROAD, 23.55 METERS (77.26 FEET) NORTH-NORTHEAST
 CJ0551'OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD TO THE WEAPONS STATION,
 CJ0551'3.3 METERS (10.83 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CJ0551'NORTHERN MOST BRICK PILLAR, 3.33 METERS (10.93 FEET) NORTH-NORTHWEST
 CJ0551'OF THE NORTHWEST CORNER OF THE SOUTHERN MOST BRICK PILLAR.
 CJ0551'THE MARK IS 0.48 METERS  W FROM A WITNESS POST.
 CJ0551'THE MARK IS 1.20 M ABOVE RED BANK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0555 ***********************************************************************
 CJ0555  DESIGNATION -  8 166
 CJ0555  PID         -  CJ0555
 CJ0555  STATE/COUNTY-  SC/BERKELEY
 CJ0555  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0555
 CJ0555                         *CURRENT SURVEY CONTROL
 CJ0555  ___________________________________________________________________
 CJ0555* NAD 83(1986)-  32 58 33.     (N)    079 56 00.     (W)     SCALED    
 CJ0555* NAVD 88     -         3.499  (meters)      11.48   (feet)  ADJUSTED  
 CJ0555  ___________________________________________________________________
 CJ0555  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 CJ0555  DYNAMIC HT  -           3.495 (meters)      11.47  (feet)  COMP
 CJ0555  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 CJ0555
 CJ0555  VERT ORDER  -  FIRST     CLASS II
 CJ0555
 CJ0555.The horizontal coordinates were scaled from a topographic map and have
 CJ0555.an estimated accuracy of +/- 6 seconds.
 CJ0555
 CJ0555.The orthometric height was determined by differential leveling
 CJ0555.and adjusted by the National Geodetic Survey in June 1991..
 CJ0555
 CJ0555.The geoid height was determined by GEOID03.
 CJ0555
 CJ0555.The dynamic height is computed by dividing the NAVD 88
 CJ0555.geopotential number by the normal gravity value computed on the
 CJ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0555.degrees latitude (g = 980.6199 gals.).
 CJ0555
 CJ0555.The modeled gravity was interpolated from observed gravity values.
 CJ0555
 CJ0555;                    North         East    Units  Estimated Accuracy
 CJ0555;SPC SC       -   127,220.      709,300.      MT  (+/- 180 meters Scaled)
 CJ0555
 CJ0555                          SUPERSEDED SURVEY CONTROL
 CJ0555
 CJ0555  NGVD 29 (03/21/89)    3.801  (m)           12.47   (f) ADJUSTED    1 2
 CJ0555
 CJ0555.Superseded values are not recommended for survey control.
 CJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0555.See file dsdata.txt to determine how the superseded data were derived.
 CJ0555
 CJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS996491(NAD 83)
 CJ0555_MARKER: DB = BENCH MARK DISK
 CJ0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0555_SP_SET: CONCRETE POST
 CJ0555_STAMPING: VERT 8 166 1985
 CJ0555_MARK LOGO: SCGS  
 CJ0555_PROJECTION: FLUSH
 CJ0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0555
 CJ0555  HISTORY     - Date     Condition        Report By
 CJ0555  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0555
 CJ0555                          STATION DESCRIPTION
 CJ0555
 CJ0555'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0555'10.05 KM (6.25 MI) ESE FROM GOOSE CREEK.
 CJ0555'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CJ0555'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 1.9
 CJ0555'KILOMETERS (1.2 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, SET NEAR A
 CJ0555'POWER POLE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A SAND ROAD
 CJ0555'WITH A STEEL POST AT THE ENTRANCE, 16.09 METERS (52.79 FEET) EAST OF
 CJ0555'THE CENTERLINE OF THE COUNTY ROAD, 20.84 METERS (68.37 FEET) NORTH OF
 CJ0555'THE APPROXIMATE CENTER OF THE SAND ROAD, 5.88 METERS (19.29 FEET) WEST
 CJ0555'OF A CHAIN LINK FENCE, 1.85 METERS (6.07 FEET) SOUTH-SOUTHEAST OF
 CJ0555'POWER POLE NUMBER 184235.
 CJ0555'THE MARK IS 5.68 METERS  W FROM A WITNESS POST.
 CJ0555'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0557 ***********************************************************************
 CJ0557  DESIGNATION -  8 167
 CJ0557  PID         -  CJ0557
 CJ0557  STATE/COUNTY-  SC/BERKELEY
 CJ0557  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0557
 CJ0557                         *CURRENT SURVEY CONTROL
 CJ0557  ___________________________________________________________________
 CJ0557* NAD 83(1986)-  32 59 32.     (N)    079 56 05.     (W)     SCALED    
 CJ0557* NAVD 88     -         3.662  (meters)      12.01   (feet)  ADJUSTED  
 CJ0557  ___________________________________________________________________
 CJ0557  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 CJ0557  DYNAMIC HT  -           3.658 (meters)      12.00  (feet)  COMP
 CJ0557  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 CJ0557
 CJ0557  VERT ORDER  -  FIRST     CLASS II
 CJ0557
 CJ0557.The horizontal coordinates were scaled from a topographic map and have
 CJ0557.an estimated accuracy of +/- 6 seconds.
 CJ0557
 CJ0557.The orthometric height was determined by differential leveling
 CJ0557.and adjusted by the National Geodetic Survey in June 1991..
 CJ0557
 CJ0557.The geoid height was determined by GEOID03.
 CJ0557
 CJ0557.The dynamic height is computed by dividing the NAVD 88
 CJ0557.geopotential number by the normal gravity value computed on the
 CJ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0557.degrees latitude (g = 980.6199 gals.).
 CJ0557
 CJ0557.The modeled gravity was interpolated from observed gravity values.
 CJ0557
 CJ0557;                    North         East    Units  Estimated Accuracy
 CJ0557;SPC SC       -   129,030.      709,150.      MT  (+/- 180 meters Scaled)
 CJ0557
 CJ0557                          SUPERSEDED SURVEY CONTROL
 CJ0557
 CJ0557  NGVD 29 (03/21/89)    3.964  (m)           13.01   (f) ADJUSTED    1 2
 CJ0557
 CJ0557.Superseded values are not recommended for survey control.
 CJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0557.See file dsdata.txt to determine how the superseded data were derived.
 CJ0557
 CJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS995509(NAD 83)
 CJ0557_MARKER: DB = BENCH MARK DISK
 CJ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0557_SP_SET: CONCRETE POST
 CJ0557_STAMPING: VERT 8 167 1985
 CJ0557_MARK LOGO: SCGS  
 CJ0557_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0557
 CJ0557  HISTORY     - Date     Condition        Report By
 CJ0557  HISTORY     - 1985     MONUMENTED       SCGS
 CJ0557
 CJ0557                          STATION DESCRIPTION
 CJ0557
 CJ0557'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0557'10.05 KM (6.25 MI) EAST FROM GOOSE CREEK.
 CJ0557'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CJ0557'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 3.7
 CJ0557'KILOMETERS (2.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, SET NEAR A
 CJ0557'POWER POLE ON THE OUTSIDE OF A CURVE, 62.9 METERS (206.36 FEET)
 CJ0557'EAST-SOUTHEAST OF THE APPROXIMATE EDGE OF THE TIMBER LINE,
 CJ0557'16.65 METERS (54.63 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE
 CJ0557'COUNTY ROAD, 13.6 METERS (44.62 FEET) SOUTH-SOUTHEAST OF POWER POLE
 CJ0557'NUMBER 84, 2.25 METERS (7.38 FEET) NORTH-NORTHEAST OF POWER POLE
 CJ0557'NUMBER 32.
 CJ0557'THE MARK IS 0.73 METERS  SSW FROM A WITNESS POST.
 CJ0557'THE MARK IS 1.20 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1300 ***********************************************************************
 DD1300  DESIGNATION -  8 168
 DD1300  PID         -  DD1300
 DD1300  STATE/COUNTY-  SC/BERKELEY
 DD1300  USGS QUAD   -  KITTREDGE (1979)
 DD1300
 DD1300                         *CURRENT SURVEY CONTROL
 DD1300  ___________________________________________________________________
 DD1300* NAD 83(1986)-  33 00 26.     (N)    079 55 41.     (W)     SCALED    
 DD1300* NAVD 88     -         2.787  (meters)       9.14   (feet)  ADJUSTED  
 DD1300  ___________________________________________________________________
 DD1300  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DD1300  DYNAMIC HT  -           2.783 (meters)       9.13  (feet)  COMP
 DD1300  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DD1300
 DD1300  VERT ORDER  -  FIRST     CLASS II
 DD1300
 DD1300.The horizontal coordinates were scaled from a topographic map and have
 DD1300.an estimated accuracy of +/- 6 seconds.
 DD1300
 DD1300.The orthometric height was determined by differential leveling
 DD1300.and adjusted by the National Geodetic Survey in June 1991..
 DD1300
 DD1300.The geoid height was determined by GEOID03.
 DD1300
 DD1300.The dynamic height is computed by dividing the NAVD 88
 DD1300.geopotential number by the normal gravity value computed on the
 DD1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1300.degrees latitude (g = 980.6199 gals.).
 DD1300
 DD1300.The modeled gravity was interpolated from observed gravity values.
 DD1300
 DD1300;                    North         East    Units  Estimated Accuracy
 DD1300;SPC SC       -   130,700.      709,750.      MT  (+/- 180 meters Scaled)
 DD1300
 DD1300                          SUPERSEDED SURVEY CONTROL
 DD1300
 DD1300  NGVD 29 (03/21/89)    3.089  (m)           10.13   (f) ADJUSTED    1 2
 DD1300
 DD1300.Superseded values are not recommended for survey control.
 DD1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1300.See file dsdata.txt to determine how the superseded data were derived.
 DD1300
 DD1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS001525(NAD 83)
 DD1300_MARKER: DB = BENCH MARK DISK
 DD1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1300_SP_SET: CONCRETE POST
 DD1300_STAMPING: VERT 8 168 1985
 DD1300_MARK LOGO: SCGS  
 DD1300_PROJECTION: FLUSH
 DD1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1300
 DD1300  HISTORY     - Date     Condition        Report By
 DD1300  HISTORY     - 1985     MONUMENTED       SCGS
 DD1300
 DD1300                          STATION DESCRIPTION
 DD1300
 DD1300'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1300'10.1 KM (6.3 MI) ENE FROM GOOSE CREEK.
 DD1300'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1300'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 5.5
 DD1300'KILOMETERS (3.4 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, SET NEAR A
 DD1300'POWER POLE IN FRONT OF THE GENERAL DYNAMICS OFFICE BUILDING,
 DD1300'71.35 METERS (234.09 FEET) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF
 DD1300'THE OFFICE BUILDING, 54.3 METERS (178.15 FEET) WEST-SOUTHWEST OF THE
 DD1300'SOUTHWEST CORNER OF THE OFFICE BUILDING, 71.97 METERS (236.12 FEET)
 DD1300'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTH ENTRANCE DRIVE,
 DD1300'37.34 METERS (122.51 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DD1300'COUNTY ROAD, 14.35 METERS (47.08 FEET) NORTHWEST OF A FIVE-FOOT HIGH
 DD1300'VENT PIPE FOR THE SOUTH CAROLINA ELECTRIC GAS LINE, 3.51 METERS (11.52
 DD1300'FEET) WEST-NORTHWEST OF THE POWER POLE NUMBER C51088.
 DD1300'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1307 ***********************************************************************
 DD1307  DESIGNATION -  8 169
 DD1307  PID         -  DD1307
 DD1307  STATE/COUNTY-  SC/BERKELEY
 DD1307  USGS QUAD   -  KITTREDGE (1979)
 DD1307
 DD1307                         *CURRENT SURVEY CONTROL
 DD1307  ___________________________________________________________________
 DD1307* NAD 83(1986)-  33 01 21.     (N)    079 56 07.     (W)     SCALED    
 DD1307* NAVD 88     -         2.929  (meters)       9.61   (feet)  ADJUSTED  
 DD1307  ___________________________________________________________________
 DD1307  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DD1307  DYNAMIC HT  -           2.926 (meters)       9.60  (feet)  COMP
 DD1307  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 DD1307
 DD1307  VERT ORDER  -  FIRST     CLASS II
 DD1307
 DD1307.The horizontal coordinates were scaled from a topographic map and have
 DD1307.an estimated accuracy of +/- 6 seconds.
 DD1307
 DD1307.The orthometric height was determined by differential leveling
 DD1307.and adjusted by the National Geodetic Survey in June 1991..
 DD1307
 DD1307.The geoid height was determined by GEOID03.
 DD1307
 DD1307.The dynamic height is computed by dividing the NAVD 88
 DD1307.geopotential number by the normal gravity value computed on the
 DD1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1307.degrees latitude (g = 980.6199 gals.).
 DD1307
 DD1307.The modeled gravity was interpolated from observed gravity values.
 DD1307
 DD1307;                    North         East    Units  Estimated Accuracy
 DD1307;SPC SC       -   132,390.      709,060.      MT  (+/- 180 meters Scaled)
 DD1307
 DD1307                          SUPERSEDED SURVEY CONTROL
 DD1307
 DD1307  NGVD 29 (03/21/89)    3.232  (m)           10.60   (f) ADJUSTED    1 2
 DD1307
 DD1307.Superseded values are not recommended for survey control.
 DD1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1307.See file dsdata.txt to determine how the superseded data were derived.
 DD1307
 DD1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS994542(NAD 83)
 DD1307_MARKER: DB = BENCH MARK DISK
 DD1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1307_SP_SET: CONCRETE POST
 DD1307_STAMPING: VERT 8 169 1985
 DD1307_MARK LOGO: SCGS  
 DD1307_PROJECTION: FLUSH
 DD1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1307
 DD1307  HISTORY     - Date     Condition        Report By
 DD1307  HISTORY     - 1985     MONUMENTED       SCGS
 DD1307
 DD1307                          STATION DESCRIPTION
 DD1307
 DD1307'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1307'10.1 KM (6.3 MI) NE FROM GOOSE CREEK.
 DD1307'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1307'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 7.3
 DD1307'KILOMETERS (4.55 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, SET NEAR
 DD1307'A POWER POLE AND TWO TELEPHONE JUNCTION BOXES AT THE INTERSECTION OF A
 DD1307'PAVED ROAD LEADING TO SOUTH CAROLINA LNG COMPANY, 37.92 METERS (124.41
 DD1307'FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 5.84 METERS
 DD1307'(19.16 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE PAVED
 DD1307'ROAD, 14.32 METERS (46.98 FEET) WEST-SOUTHWEST OF THE WEST RAIL OF A
 DD1307'SET OF RAILROAD TRACKS, 1.15 METERS (3.77 FEET) NORTH-NORTHWEST OF
 DD1307'POWER POLE NUMBER 28C-51241.
 DD1307'THE MARK IS 0.97 METERS  NNW FROM A WITNESS POST.
 DD1307'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1308 ***********************************************************************
 DD1308  DESIGNATION -  8 170
 DD1308  PID         -  DD1308
 DD1308  STATE/COUNTY-  SC/BERKELEY
 DD1308  USGS QUAD   -  KITTREDGE (1979)
 DD1308
 DD1308                         *CURRENT SURVEY CONTROL
 DD1308  ___________________________________________________________________
 DD1308* NAD 83(1986)-  33 02 12.     (N)    079 56 50.     (W)     SCALED    
 DD1308* NAVD 88     -         2.147  (meters)       7.04   (feet)  ADJUSTED  
 DD1308  ___________________________________________________________________
 DD1308  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1308  DYNAMIC HT  -           2.145 (meters)       7.04  (feet)  COMP
 DD1308  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 DD1308
 DD1308  VERT ORDER  -  FIRST     CLASS II
 DD1308
 DD1308.The horizontal coordinates were scaled from a topographic map and have
 DD1308.an estimated accuracy of +/- 6 seconds.
 DD1308
 DD1308.The orthometric height was determined by differential leveling
 DD1308.and adjusted by the National Geodetic Survey in June 1991..
 DD1308
 DD1308.The geoid height was determined by GEOID03.
 DD1308
 DD1308.The dynamic height is computed by dividing the NAVD 88
 DD1308.geopotential number by the normal gravity value computed on the
 DD1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1308.degrees latitude (g = 980.6199 gals.).
 DD1308
 DD1308.The modeled gravity was interpolated from observed gravity values.
 DD1308
 DD1308;                    North         East    Units  Estimated Accuracy
 DD1308;SPC SC       -   133,950.      707,930.      MT  (+/- 180 meters Scaled)
 DD1308
 DD1308                          SUPERSEDED SURVEY CONTROL
 DD1308
 DD1308  NGVD 29 (03/21/89)    2.451  (m)            8.04   (f) ADJUSTED    1 2
 DD1308
 DD1308.Superseded values are not recommended for survey control.
 DD1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1308.See file dsdata.txt to determine how the superseded data were derived.
 DD1308
 DD1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS983558(NAD 83)
 DD1308_MARKER: DB = BENCH MARK DISK
 DD1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1308_SP_SET: CONCRETE POST
 DD1308_STAMPING: VERT 8 170 1985
 DD1308_MARK LOGO: SCGS  
 DD1308_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1308
 DD1308  HISTORY     - Date     Condition        Report By
 DD1308  HISTORY     - 1985     MONUMENTED       SCGS
 DD1308
 DD1308                          STATION DESCRIPTION
 DD1308
 DD1308'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1308'10.0 KM (6.2 MI) NE FROM GOOSE CREEK.
 DD1308'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1308'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 9.25
 DD1308'KILOMETERS (5.75 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, SET NEAR
 DD1308'A 12-INCH BLAZED PINE TREE, 13.52 METERS (44.36 FEET) SOUTHWEST OF THE
 DD1308'CENTERLINE OF THE COUNTY ROAD, 9.1 METERS (29.86 FEET) EAST OF A
 DD1308'10-INCH BLAZED PINE TREE, 2.05 METERS (6.73 FEET) NORTH-NORTHEAST OF
 DD1308'THE 12-INCH BLAZED PINE TREE.
 DD1308'THE MARK IS 0.50 METERS  NW FROM A WITNESS POST.
 DD1308'THE MARK IS 1.00 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1309 ***********************************************************************
 DD1309  DESIGNATION -  8 171
 DD1309  PID         -  DD1309
 DD1309  STATE/COUNTY-  SC/BERKELEY
 DD1309  USGS QUAD   -  KITTREDGE (1979)
 DD1309
 DD1309                         *CURRENT SURVEY CONTROL
 DD1309  ___________________________________________________________________
 DD1309* NAD 83(1986)-  33 03 05.     (N)    079 57 20.     (W)     SCALED    
 DD1309* NAVD 88     -         2.296  (meters)       7.53   (feet)  ADJUSTED  
 DD1309  ___________________________________________________________________
 DD1309  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DD1309  DYNAMIC HT  -           2.293 (meters)       7.52  (feet)  COMP
 DD1309  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 DD1309
 DD1309  VERT ORDER  -  FIRST     CLASS II
 DD1309
 DD1309.The horizontal coordinates were scaled from a topographic map and have
 DD1309.an estimated accuracy of +/- 6 seconds.
 DD1309
 DD1309.The orthometric height was determined by differential leveling
 DD1309.and adjusted by the National Geodetic Survey in June 1991..
 DD1309
 DD1309.The geoid height was determined by GEOID03.
 DD1309
 DD1309.The dynamic height is computed by dividing the NAVD 88
 DD1309.geopotential number by the normal gravity value computed on the
 DD1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1309.degrees latitude (g = 980.6199 gals.).
 DD1309
 DD1309.The modeled gravity was interpolated from observed gravity values.
 DD1309
 DD1309;                    North         East    Units  Estimated Accuracy
 DD1309;SPC SC       -   135,570.      707,130.      MT  (+/- 180 meters Scaled)
 DD1309
 DD1309                          SUPERSEDED SURVEY CONTROL
 DD1309
 DD1309  NGVD 29 (03/21/89)    2.599  (m)            8.53   (f) ADJUSTED    1 2
 DD1309
 DD1309.Superseded values are not recommended for survey control.
 DD1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1309.See file dsdata.txt to determine how the superseded data were derived.
 DD1309
 DD1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS975574(NAD 83)
 DD1309_MARKER: DB = BENCH MARK DISK
 DD1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1309_SP_SET: CONCRETE POST
 DD1309_STAMPING: VERT 8 171 1985
 DD1309_MARK LOGO: SCGS  
 DD1309_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1309
 DD1309  HISTORY     - Date     Condition        Report By
 DD1309  HISTORY     - 1985     MONUMENTED       SCGS
 DD1309
 DD1309                          STATION DESCRIPTION
 DD1309
 DD1309'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1309'10.5 KM (6.5 MI) NE FROM GOOSE CREEK.
 DD1309'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1309'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.0
 DD1309'KILOMETERS (6.85 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, SET NEAR
 DD1309'A TELEPHONE JUNCTION BOX AND A 12-INCH BLAZED OAK TREE, 8.75 METERS
 DD1309'(28.71 FEET) WEST-SOUTHWEST OF A 36-INCH BLAZED PINE TREE,
 DD1309'15.35 METERS (50.36 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DD1309'COUNTY ROAD, 4.0 METERS (13.12 FEET) SOUTH-SOUTHEAST OF TELEPHONE
 DD1309'JUNCTION BOX NUMBER LCC, 7.45 METERS (24.44 FEET) NORTH-NORTHWEST OF
 DD1309'THE BLAZED OAK TREE.
 DD1309'THE MARK IS 0.40 METERS  WSW FROM A WITNESS POST.
 DD1309'THE MARK IS 1.00 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1316 ***********************************************************************
 DD1316  DESIGNATION -  8 172
 DD1316  PID         -  DD1316
 DD1316  STATE/COUNTY-  SC/BERKELEY
 DD1316  USGS QUAD   -  KITTREDGE (1979)
 DD1316
 DD1316                         *CURRENT SURVEY CONTROL
 DD1316  ___________________________________________________________________
 DD1316* NAD 83(1986)-  33 03 50.     (N)    079 58 07.     (W)     SCALED    
 DD1316* NAVD 88     -         5.438  (meters)      17.84   (feet)  ADJUSTED  
 DD1316  ___________________________________________________________________
 DD1316  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DD1316  DYNAMIC HT  -           5.432 (meters)      17.82  (feet)  COMP
 DD1316  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DD1316
 DD1316  VERT ORDER  -  FIRST     CLASS II
 DD1316
 DD1316.The horizontal coordinates were scaled from a topographic map and have
 DD1316.an estimated accuracy of +/- 6 seconds.
 DD1316
 DD1316.The orthometric height was determined by differential leveling
 DD1316.and adjusted by the National Geodetic Survey in June 1991..
 DD1316
 DD1316.The geoid height was determined by GEOID03.
 DD1316
 DD1316.The dynamic height is computed by dividing the NAVD 88
 DD1316.geopotential number by the normal gravity value computed on the
 DD1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1316.degrees latitude (g = 980.6199 gals.).
 DD1316
 DD1316.The modeled gravity was interpolated from observed gravity values.
 DD1316
 DD1316;                    North         East    Units  Estimated Accuracy
 DD1316;SPC SC       -   136,950.      705,900.      MT  (+/- 180 meters Scaled)
 DD1316
 DD1316                          SUPERSEDED SURVEY CONTROL
 DD1316
 DD1316  NGVD 29 (03/21/89)    5.742  (m)           18.84   (f) ADJUSTED    1 2
 DD1316
 DD1316.Superseded values are not recommended for survey control.
 DD1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1316.See file dsdata.txt to determine how the superseded data were derived.
 DD1316
 DD1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS962588(NAD 83)
 DD1316_MARKER: DB = BENCH MARK DISK
 DD1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1316_SP_SET: CONCRETE POST
 DD1316_STAMPING: VERT 8 172 1985
 DD1316_MARK LOGO: SCGS  
 DD1316_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1316
 DD1316  HISTORY     - Date     Condition        Report By
 DD1316  HISTORY     - 1985     MONUMENTED       SCGS
 DD1316
 DD1316                          STATION DESCRIPTION
 DD1316
 DD1316'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1316'11.3 KM (7.0 MI) SW FROM CORDESVILLE.
 DD1316'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1316'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1316'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 1.3
 DD1316'KILOMETERS (0.8 MILE) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, SET IN
 DD1316'THE SOUTH ANGLE OF THE INTERSECTION OF A SAND ROAD THAT CROSSES TWO
 DD1316'SETS OF RAILROAD TRACKS, 20.14 METERS (66.08 FEET) SOUTHWEST OF THE
 DD1316'CENTERLINE OF THE COUNTY ROAD, 15.1 METERS (49.54 FEET) NORTHEAST OF
 DD1316'THE NORTHEAST RAIL OF THE NORTHERN MOST SET OF TRACKS, 15.85 METERS
 DD1316'(52.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 DD1316'18.52 METERS (60.76 FEET) WEST OF A 24-INCH BLAZED MAGNOLIA TREE.
 DD1316'THE MARK IS 0.38 METERS  NW FROM A WITNESS POST.
 DD1316'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1318 ***********************************************************************
 DD1318  DESIGNATION -  8 173
 DD1318  PID         -  DD1318
 DD1318  STATE/COUNTY-  SC/BERKELEY
 DD1318  USGS QUAD   -  KITTREDGE (1979)
 DD1318
 DD1318                         *CURRENT SURVEY CONTROL
 DD1318  ___________________________________________________________________
 DD1318* NAD 83(1986)-  33 04 29.     (N)    079 59 02.     (W)     SCALED    
 DD1318* NAVD 88     -         7.737  (meters)      25.38   (feet)  ADJUSTED  
 DD1318  ___________________________________________________________________
 DD1318  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DD1318  DYNAMIC HT  -           7.728 (meters)      25.35  (feet)  COMP
 DD1318  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 DD1318
 DD1318  VERT ORDER  -  FIRST     CLASS II
 DD1318
 DD1318.The horizontal coordinates were scaled from a topographic map and have
 DD1318.an estimated accuracy of +/- 6 seconds.
 DD1318
 DD1318.The orthometric height was determined by differential leveling
 DD1318.and adjusted by the National Geodetic Survey in June 1991..
 DD1318
 DD1318.The geoid height was determined by GEOID03.
 DD1318
 DD1318.The dynamic height is computed by dividing the NAVD 88
 DD1318.geopotential number by the normal gravity value computed on the
 DD1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1318.degrees latitude (g = 980.6199 gals.).
 DD1318
 DD1318.The modeled gravity was interpolated from observed gravity values.
 DD1318
 DD1318;                    North         East    Units  Estimated Accuracy
 DD1318;SPC SC       -   138,140.      704,460.      MT  (+/- 180 meters Scaled)
 DD1318
 DD1318                          SUPERSEDED SURVEY CONTROL
 DD1318
 DD1318  NGVD 29 (03/21/89)    8.041  (m)           26.38   (f) ADJUSTED    1 2
 DD1318
 DD1318.Superseded values are not recommended for survey control.
 DD1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1318.See file dsdata.txt to determine how the superseded data were derived.
 DD1318
 DD1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS948600(NAD 83)
 DD1318_MARKER: DB = BENCH MARK DISK
 DD1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1318_SP_SET: CONCRETE POST
 DD1318_STAMPING: VERT 8 173 1985
 DD1318_MARK LOGO: SCGS  
 DD1318_PROJECTION: FLUSH
 DD1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1318
 DD1318  HISTORY     - Date     Condition        Report By
 DD1318  HISTORY     - 1985     MONUMENTED       SCGS
 DD1318
 DD1318                          STATION DESCRIPTION
 DD1318
 DD1318'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1318'10.5 KM (6.5 MI) SW FROM CORDESVILLE.
 DD1318'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1318'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1318'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 3.1
 DD1318'KILOMETERS (1.95 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, SET
 DD1318'NEAR A POWER POLE IN THE NORTH CORNER OF THE YARD OF A ONE-STORY HOUSE
 DD1318'THAT IS SURROUNDED BY A CHAIN LINK FENCE, 12.5 METERS (41.01 FEET)
 DD1318'SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 1.05 METERS (3.44
 DD1318'FEET) SOUTH OF THE POWER POLE, 19.33 METERS (63.42 FEET) NORTH OF THE
 DD1318'NORTH CORNER OF THE HOUSE, 8.63 METERS (28.31 FEET) NORTH-NORTHEAST OF
 DD1318'A TWIN TRUNK CEDAR TREE, 4.45 METERS (14.6 FEET) NORTHWEST OF THE
 DD1318'APPROXIMATE CENTER OF A DRIVEWAY LEADING TO THE HOUSE.
 DD1318'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1319 ***********************************************************************
 DD1319  DESIGNATION -  8 174
 DD1319  PID         -  DD1319
 DD1319  STATE/COUNTY-  SC/BERKELEY
 DD1319  USGS QUAD   -  KITTREDGE (1979)
 DD1319
 DD1319                         *CURRENT SURVEY CONTROL
 DD1319  ___________________________________________________________________
 DD1319* NAD 83(1986)-  33 04 53.     (N)    079 59 37.     (W)     SCALED    
 DD1319* NAVD 88     -         8.145  (meters)      26.72   (feet)  ADJUSTED  
 DD1319  ___________________________________________________________________
 DD1319  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DD1319  DYNAMIC HT  -           8.136 (meters)      26.69  (feet)  COMP
 DD1319  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DD1319
 DD1319  VERT ORDER  -  FIRST     CLASS II
 DD1319
 DD1319.The horizontal coordinates were scaled from a topographic map and have
 DD1319.an estimated accuracy of +/- 6 seconds.
 DD1319
 DD1319.The orthometric height was determined by differential leveling
 DD1319.and adjusted by the National Geodetic Survey in June 1991..
 DD1319
 DD1319.The geoid height was determined by GEOID03.
 DD1319
 DD1319.The dynamic height is computed by dividing the NAVD 88
 DD1319.geopotential number by the normal gravity value computed on the
 DD1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1319.degrees latitude (g = 980.6199 gals.).
 DD1319
 DD1319.The modeled gravity was interpolated from observed gravity values.
 DD1319
 DD1319;                    North         East    Units  Estimated Accuracy
 DD1319;SPC SC       -   138,870.      703,550.      MT  (+/- 180 meters Scaled)
 DD1319
 DD1319                          SUPERSEDED SURVEY CONTROL
 DD1319
 DD1319  NGVD 29 (03/21/89)    8.450  (m)           27.72   (f) ADJUSTED    1 2
 DD1319
 DD1319.Superseded values are not recommended for survey control.
 DD1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1319.See file dsdata.txt to determine how the superseded data were derived.
 DD1319
 DD1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS939607(NAD 83)
 DD1319_MARKER: DB = BENCH MARK DISK
 DD1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1319_SP_SET: CONCRETE POST
 DD1319_STAMPING: VERT 8 174 1985
 DD1319_MARK LOGO: SCGS  
 DD1319_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1319
 DD1319  HISTORY     - Date     Condition        Report By
 DD1319  HISTORY     - 1985     MONUMENTED       SCGS
 DD1319
 DD1319                          STATION DESCRIPTION
 DD1319
 DD1319'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1319'12.6 KM (7.8 MI) SW FROM CORDESVILLE.
 DD1319'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1319'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1319'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 4.3
 DD1319'KILOMETERS (2.7 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, SET NEAR
 DD1319'A POWER POLE AND A TELEPHONE JUNCTION BOX AT THE INTERSECTION OF
 DD1319'COUNTY ROAD S-8-260, 12.93 METERS (42.42 FEET) SOUTH-SOUTHWEST OF THE
 DD1319'APPROXIMATE CENTER OF COUNTY ROAD S-8-9, 45.25 METERS (148.46 FEET)
 DD1319'NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED ROAD LEADING SOUTHWEST,
 DD1319'9.48 METERS (31.1 FEET) NORTH-NORTHWEST OF A BLAZED PINE TREE,
 DD1319'1.7 METERS (5.58 FEET) SOUTHEAST OF A POWER POLE, 1.75 METERS (5.74
 DD1319'FEET) SOUTH-SOUTHEAST OF THE TELEPHONE JUNCTION BOX B18LP.
 DD1319'THE MARK IS 0.43 METERS  NNE FROM A WITNESS POST.
 DD1319'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3165 ***********************************************************************
 CK3165  DESIGNATION -  8 175
 CK3165  PID         -  CK3165
 CK3165  STATE/COUNTY-  SC/BERKELEY
 CK3165  USGS QUAD   -  LADSON (1979)
 CK3165
 CK3165                         *CURRENT SURVEY CONTROL
 CK3165  ___________________________________________________________________
 CK3165* NAD 83(1986)-  32 59 25.     (N)    080 02 10.     (W)     SCALED    
 CK3165* NAVD 88     -        13.019  (meters)      42.71   (feet)  ADJUSTED  
 CK3165  ___________________________________________________________________
 CK3165  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK3165  DYNAMIC HT  -          13.005 (meters)      42.67  (feet)  COMP
 CK3165  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 CK3165
 CK3165  VERT ORDER  -  FIRST     CLASS II
 CK3165
 CK3165.The horizontal coordinates were scaled from a topographic map and have
 CK3165.an estimated accuracy of +/- 6 seconds.
 CK3165
 CK3165.The orthometric height was determined by differential leveling
 CK3165.and adjusted by the National Geodetic Survey in June 1991..
 CK3165
 CK3165.The geoid height was determined by GEOID03.
 CK3165
 CK3165.The dynamic height is computed by dividing the NAVD 88
 CK3165.geopotential number by the normal gravity value computed on the
 CK3165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3165.degrees latitude (g = 980.6199 gals.).
 CK3165
 CK3165.The modeled gravity was interpolated from observed gravity values.
 CK3165
 CK3165;                    North         East    Units  Estimated Accuracy
 CK3165;SPC SC       -   128,730.      699,680.      MT  (+/- 180 meters Scaled)
 CK3165
 CK3165                          SUPERSEDED SURVEY CONTROL
 CK3165
 CK3165  NGVD 29 (03/21/89)   13.315  (m)           43.68   (f) ADJUSTED    1 2
 CK3165
 CK3165.Superseded values are not recommended for survey control.
 CK3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3165.See file dsdata.txt to determine how the superseded data were derived.
 CK3165
 CK3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS900506(NAD 83)
 CK3165_MARKER: DB = BENCH MARK DISK
 CK3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3165_SP_SET: CONCRETE POST
 CK3165_STAMPING: VERT 8 175 1985
 CK3165_MARK LOGO: SCGS  
 CK3165_PROJECTION: FLUSH
 CK3165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3165
 CK3165  HISTORY     - Date     Condition        Report By
 CK3165  HISTORY     - 1985     MONUMENTED       SCGS
 CK3165  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 CK3165
 CK3165                          STATION DESCRIPTION
 CK3165
 CK3165'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3165'IN GOOSE CREEK.
 CK3165'1.05 KILOMETERS (0.65 MILE) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 CK3165'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, SET NEAR THE EAST CORNER
 CK3165'OF THE GOOSE CREEK UNITED METHODIST CHURCH, 33.25 METERS (109.09 FEET)
 CK3165'WEST-SOUTHWEST OF THE CENTERLINE OF RED BANK ROAD, 6.85 METERS (22.47
 CK3165'FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE FRONT ENTRANCE
 CK3165'DOORS TO THE CHURCH, 0.46 METER (1.51 FEET) EAST-SOUTHEAST OF THE EAST
 CK3165'CORNER OF THE CHURCH.
 CK3165'THE MARK IS 0.30 M ABOVE SIDEWALK.
 CK3165
 CK3165                          STATION RECOVERY (1997)
 CK3165
 CK3165'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK3165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3166 ***********************************************************************
 CK3166  DESIGNATION -  8 176
 CK3166  PID         -  CK3166
 CK3166  STATE/COUNTY-  SC/BERKELEY
 CK3166  USGS QUAD   -  LADSON (1979)
 CK3166
 CK3166                         *CURRENT SURVEY CONTROL
 CK3166  ___________________________________________________________________
 CK3166* NAD 83(1986)-  32 58 52.     (N)    080 01 50.     (W)     SCALED    
 CK3166* NAVD 88     -         8.410  (meters)      27.59   (feet)  ADJUSTED  
 CK3166  ___________________________________________________________________
 CK3166  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 CK3166  DYNAMIC HT  -           8.401 (meters)      27.56  (feet)  COMP
 CK3166  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 CK3166
 CK3166  VERT ORDER  -  FIRST     CLASS II
 CK3166
 CK3166.The horizontal coordinates were scaled from a topographic map and have
 CK3166.an estimated accuracy of +/- 6 seconds.
 CK3166
 CK3166.The orthometric height was determined by differential leveling
 CK3166.and adjusted by the National Geodetic Survey in June 1991..
 CK3166
 CK3166.The geoid height was determined by GEOID03.
 CK3166
 CK3166.The dynamic height is computed by dividing the NAVD 88
 CK3166.geopotential number by the normal gravity value computed on the
 CK3166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3166.degrees latitude (g = 980.6199 gals.).
 CK3166
 CK3166.The modeled gravity was interpolated from observed gravity values.
 CK3166
 CK3166;                    North         East    Units  Estimated Accuracy
 CK3166;SPC SC       -   127,710.      700,200.      MT  (+/- 180 meters Scaled)
 CK3166
 CK3166                          SUPERSEDED SURVEY CONTROL
 CK3166
 CK3166  NGVD 29 (03/21/89)    8.707  (m)           28.57   (f) ADJUSTED    1 2
 CK3166
 CK3166.Superseded values are not recommended for survey control.
 CK3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3166.See file dsdata.txt to determine how the superseded data were derived.
 CK3166
 CK3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS905496(NAD 83)
 CK3166_MARKER: DB = BENCH MARK DISK
 CK3166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3166_SP_SET: CONCRETE POST
 CK3166_STAMPING: VERT 8 176 1985
 CK3166_MARK LOGO: SCGS  
 CK3166_PROJECTION: FLUSH
 CK3166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3166
 CK3166  HISTORY     - Date     Condition        Report By
 CK3166  HISTORY     - 1985     MONUMENTED       SCGS
 CK3166  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 CK3166
 CK3166                          STATION DESCRIPTION
 CK3166
 CK3166'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3166'IN GOOSE CREEK.
 CK3166'SET NEAR THE NORTHWEST CORNER OF THE CALVARY CHURCH OF THE NAZARENE,
 CK3166'ACROSS THE ROAD FROM THE GOOSE CREEK POST OFFICE, 58.7 METERS (192.59
 CK3166'FEET) EAST OF THE NORTHEAST CORNER OF THE GOOSE CREEK POST OFFICE,
 CK3166'22.8 METERS (74.8 FEET) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY
 CK3166'ROAD S-8-29 (RED BANK ROAD), 16.1 METERS (52.82 FEET) NORTH OF A LONE
 CK3166'36-INCH PINE TREE, 7.6 METERS (24.93 FEET) SOUTH-SOUTHEAST OF THE
 CK3166'APPROXIMATE CENTER OF THE ENTRANCE DRIVE TO THE CHURCH, 1.48 METERS
 CK3166'(4.86 FEET) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 CK3166'9.0 METERS (29.53 FEET) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 CK3166'CHURCH.
 CK3166'THE MARK IS 0.60 M BELOW RED BANK ROAD.
 CK3166
 CK3166                          STATION RECOVERY (1997)
 CK3166
 CK3166'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK3166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3168 ***********************************************************************
 CK3168  DESIGNATION -  8 177
 CK3168  PID         -  CK3168
 CK3168  STATE/COUNTY-  SC/BERKELEY
 CK3168  USGS QUAD   -  LADSON (1979)
 CK3168
 CK3168                         *CURRENT SURVEY CONTROL
 CK3168  ___________________________________________________________________
 CK3168* NAD 83(1986)-  32 58 22.     (N)    080 01 00.     (W)     SCALED    
 CK3168* NAVD 88     -        11.842  (meters)      38.85   (feet)  ADJUSTED  
 CK3168  ___________________________________________________________________
 CK3168  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CK3168  DYNAMIC HT  -          11.829 (meters)      38.81  (feet)  COMP
 CK3168  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 CK3168
 CK3168  VERT ORDER  -  FIRST     CLASS II
 CK3168
 CK3168.The horizontal coordinates were scaled from a topographic map and have
 CK3168.an estimated accuracy of +/- 6 seconds.
 CK3168
 CK3168.The orthometric height was determined by differential leveling
 CK3168.and adjusted by the National Geodetic Survey in June 1991..
 CK3168
 CK3168.The geoid height was determined by GEOID03.
 CK3168
 CK3168.The dynamic height is computed by dividing the NAVD 88
 CK3168.geopotential number by the normal gravity value computed on the
 CK3168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3168.degrees latitude (g = 980.6199 gals.).
 CK3168
 CK3168.The modeled gravity was interpolated from observed gravity values.
 CK3168
 CK3168;                    North         East    Units  Estimated Accuracy
 CK3168;SPC SC       -   126,800.      701,510.      MT  (+/- 180 meters Scaled)
 CK3168
 CK3168                          SUPERSEDED SURVEY CONTROL
 CK3168
 CK3168  NGVD 29 (03/21/89)   12.140  (m)           39.83   (f) ADJUSTED    1 2
 CK3168
 CK3168.Superseded values are not recommended for survey control.
 CK3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3168.See file dsdata.txt to determine how the superseded data were derived.
 CK3168
 CK3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS918486(NAD 83)
 CK3168_MARKER: DB = BENCH MARK DISK
 CK3168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3168_SP_SET: CONCRETE POST
 CK3168_STAMPING: VERT 8 177 1985
 CK3168_MARK LOGO: SCGS  
 CK3168_PROJECTION: FLUSH
 CK3168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3168
 CK3168  HISTORY     - Date     Condition        Report By
 CK3168  HISTORY     - 1985     MONUMENTED       SCGS
 CK3168  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 CK3168
 CK3168                          STATION DESCRIPTION
 CK3168
 CK3168'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3168'IN GOOSE CREEK.
 CK3168'1.7 KILOMETERS (1.05 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CK3168'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, SET IN THE CIRCLE
 CK3168'MEDIAN BY THE FLAG POLE IN FRONT OF THE GOOSE CREEK HIGH SCHOOL,
 CK3168'89.4 METERS (293.31 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF RED
 CK3168'BANK ROAD, 40.9 METERS (134.19 FEET) WEST-NORTHWEST OF A LIGHT POLE IN
 CK3168'THE PARKING AREA FOR THE SCHOOL, 44.54 METERS (146.13 FEET)
 CK3168'EAST-NORTHEAST OF A LIGHT POLE IN A GRASSY AREA IN FRONT OF THE
 CK3168'SCHOOL, 33.85 METERS (111.06 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 CK3168'OF A CLASSROOM BUILDING, 21.25 METERS (69.72 FEET) SOUTH-SOUTHWEST OF
 CK3168'THE FLAG POLE.
 CK3168'THE MARK IS ABOVE LEVEL WITH CURB.
 CK3168
 CK3168                          STATION RECOVERY (1997)
 CK3168
 CK3168'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK3168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1623 ***********************************************************************
 DE1623  DESIGNATION -  8 178
 DE1623  PID         -  DE1623
 DE1623  STATE/COUNTY-  SC/BERKELEY
 DE1623  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1623
 DE1623                         *CURRENT SURVEY CONTROL
 DE1623  ___________________________________________________________________
 DE1623* NAD 83(1986)-  33 00 14.     (N)    080 02 33.     (W)     SCALED    
 DE1623* NAVD 88     -        14.387  (meters)      47.20   (feet)  ADJUSTED  
 DE1623  ___________________________________________________________________
 DE1623  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DE1623  DYNAMIC HT  -          14.371 (meters)      47.15  (feet)  COMP
 DE1623  MODELED GRAV-     979,556.6   (mgal)                       NAVD 88
 DE1623
 DE1623  VERT ORDER  -  FIRST     CLASS II
 DE1623
 DE1623.The horizontal coordinates were scaled from a topographic map and have
 DE1623.an estimated accuracy of +/- 6 seconds.
 DE1623
 DE1623.The orthometric height was determined by differential leveling
 DE1623.and adjusted by the National Geodetic Survey in June 1991..
 DE1623
 DE1623.The geoid height was determined by GEOID03.
 DE1623
 DE1623.The dynamic height is computed by dividing the NAVD 88
 DE1623.geopotential number by the normal gravity value computed on the
 DE1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1623.degrees latitude (g = 980.6199 gals.).
 DE1623
 DE1623.The modeled gravity was interpolated from observed gravity values.
 DE1623
 DE1623;                    North         East    Units  Estimated Accuracy
 DE1623;SPC SC       -   130,230.      699,060.      MT  (+/- 180 meters Scaled)
 DE1623
 DE1623                          SUPERSEDED SURVEY CONTROL
 DE1623
 DE1623  NGVD 29 (03/21/89)   14.683  (m)           48.17   (f) ADJUSTED    1 2
 DE1623
 DE1623.Superseded values are not recommended for survey control.
 DE1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1623.See file dsdata.txt to determine how the superseded data were derived.
 DE1623
 DE1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS894521(NAD 83)
 DE1623_MARKER: DB = BENCH MARK DISK
 DE1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1623_SP_SET: CONCRETE POST
 DE1623_STAMPING: VERT 8 178 1985
 DE1623_MARK LOGO: SCGS  
 DE1623_PROJECTION: FLUSH
 DE1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1623
 DE1623  HISTORY     - Date     Condition        Report By
 DE1623  HISTORY     - 1985     MONUMENTED       SCGS
 DE1623  HISTORY     - 19970625 GOOD             USPSQD
 DE1623
 DE1623                          STATION DESCRIPTION
 DE1623
 DE1623'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1623'IN GOOSE CREEK.
 DE1623'1.8 KILOMETERS (1.1 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 DE1623'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, CONTINUE 1.0 KILOMETER
 DE1623'(0.6 MILE) NORTHWEST ALONG U.S. HIGHWAY 176 (ST. JAMES AVENUE), SET
 DE1623'NEAR THE SOUTH CORNER OF THE FIRST FEDERAL OF SOUTH CAROLINA BANK,
 DE1623'44.75 METERS (146.82 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 DE1623'U.S. HIGHWAY 176, 15.95 METERS (52.33 FEET) SOUTH-SOUTHEAST OF THE
 DE1623'WEST CORNER OF THE BANK, 2.8 METERS (9.19 FEET) NORTHWEST OF THE SOUTH
 DE1623'CORNER OF THE BANK, 1.45 METERS (4.76 FEET) WEST-SOUTHWEST OF THE WEST
 DE1623'FACE OF THE BANK.
 DE1623'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 DE1623
 DE1623                          STATION RECOVERY (1997)
 DE1623
 DE1623'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1624 ***********************************************************************
 DE1624  DESIGNATION -  8 179
 DE1624  PID         -  DE1624
 DE1624  STATE/COUNTY-  SC/BERKELEY
 DE1624  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1624
 DE1624                         *CURRENT SURVEY CONTROL
 DE1624  ___________________________________________________________________
 DE1624* NAD 83(1986)-  33 00 44.     (N)    080 02 51.     (W)     SCALED    
 DE1624* NAVD 88     -        13.523  (meters)      44.37   (feet)  ADJUSTED  
 DE1624  ___________________________________________________________________
 DE1624  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DE1624  DYNAMIC HT  -          13.509 (meters)      44.32  (feet)  COMP
 DE1624  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 DE1624
 DE1624  VERT ORDER  -  FIRST     CLASS II
 DE1624
 DE1624.The horizontal coordinates were scaled from a topographic map and have
 DE1624.an estimated accuracy of +/- 6 seconds.
 DE1624
 DE1624.The orthometric height was determined by differential leveling
 DE1624.and adjusted by the National Geodetic Survey in June 1991..
 DE1624
 DE1624.The geoid height was determined by GEOID03.
 DE1624
 DE1624.The dynamic height is computed by dividing the NAVD 88
 DE1624.geopotential number by the normal gravity value computed on the
 DE1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1624.degrees latitude (g = 980.6199 gals.).
 DE1624
 DE1624.The modeled gravity was interpolated from observed gravity values.
 DE1624
 DE1624;                    North         East    Units  Estimated Accuracy
 DE1624;SPC SC       -   131,150.      698,590.      MT  (+/- 180 meters Scaled)
 DE1624
 DE1624                          SUPERSEDED SURVEY CONTROL
 DE1624
 DE1624  NGVD 29 (03/21/89)   13.819  (m)           45.34   (f) ADJUSTED    1 2
 DE1624
 DE1624.Superseded values are not recommended for survey control.
 DE1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1624.See file dsdata.txt to determine how the superseded data were derived.
 DE1624
 DE1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS889530(NAD 83)
 DE1624_MARKER: DB = BENCH MARK DISK
 DE1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1624_SP_SET: CONCRETE POST
 DE1624_STAMPING: VERT 8 179 1985
 DE1624_MARK LOGO: SCGS  
 DE1624_PROJECTION: FLUSH
 DE1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1624
 DE1624  HISTORY     - Date     Condition        Report By
 DE1624  HISTORY     - 1985     MONUMENTED       SCGS
 DE1624  HISTORY     - 19970625 GOOD             USPSQD
 DE1624
 DE1624                          STATION DESCRIPTION
 DE1624
 DE1624'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1624'IN GOOSE CREEK.
 DE1624'1.8 KILOMETERS (1.1 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 DE1624'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, CONTINUE 2.0 KILOMETERS
 DE1624'(1.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 (ST. JAMES AVENUE), SET
 DE1624'NEAR A SEVEN FOOT HIGH BRICK PILLAR IN THE MEDIAN AT THE ENTRANCE TO
 DE1624'CROWFIELD PLANTATION, 42.6 METERS (139.76 FEET) WEST-SOUTHWEST OF THE
 DE1624'APPROXIMATE CENTER OF U.S. HIGHWAY 176, 9.5 METERS (31.17 FEET)
 DE1624'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD TO THE
 DE1624'PLANTATION, 21.5 METERS (70.54 FEET) NORTH-NORTHWEST OF THE
 DE1624'APPROXIMATE CENTER OF THE EXIT ROAD TO THE PLANTATION, 0.5 METER (1.64
 DE1624'FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SEVEN-FOOT HIGH
 DE1624'BRICK PILLAR, 38.1 METERS (125.0 FEET) SOUTH-SOUTHWEST OF A POWER
 DE1624'POLE.
 DE1624'THE MARK IS 0.60 M ABOVE ENTRANCE ROAD.
 DE1624
 DE1624                          STATION RECOVERY (1997)
 DE1624
 DE1624'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1625 ***********************************************************************
 DE1625  DESIGNATION -  8 180
 DE1625  PID         -  DE1625
 DE1625  STATE/COUNTY-  SC/BERKELEY
 DE1625  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1625
 DE1625                         *CURRENT SURVEY CONTROL
 DE1625  ___________________________________________________________________
 DE1625* NAD 83(1986)-  33 01 26.     (N)    080 03 15.     (W)     SCALED    
 DE1625* NAVD 88     -        14.121  (meters)      46.33   (feet)  ADJUSTED  
 DE1625  ___________________________________________________________________
 DE1625  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DE1625  DYNAMIC HT  -          14.106 (meters)      46.28  (feet)  COMP
 DE1625  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 DE1625
 DE1625  VERT ORDER  -  FIRST     CLASS II
 DE1625
 DE1625.The horizontal coordinates were scaled from a topographic map and have
 DE1625.an estimated accuracy of +/- 6 seconds.
 DE1625
 DE1625.The orthometric height was determined by differential leveling
 DE1625.and adjusted by the National Geodetic Survey in June 1991..
 DE1625
 DE1625.The geoid height was determined by GEOID03.
 DE1625
 DE1625.The dynamic height is computed by dividing the NAVD 88
 DE1625.geopotential number by the normal gravity value computed on the
 DE1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1625.degrees latitude (g = 980.6199 gals.).
 DE1625
 DE1625.The modeled gravity was interpolated from observed gravity values.
 DE1625
 DE1625;                    North         East    Units  Estimated Accuracy
 DE1625;SPC SC       -   132,440.      697,950.      MT  (+/- 180 meters Scaled)
 DE1625
 DE1625                          SUPERSEDED SURVEY CONTROL
 DE1625
 DE1625  NGVD 29 (03/21/89)   14.417  (m)           47.30   (f) ADJUSTED    1 2
 DE1625
 DE1625.Superseded values are not recommended for survey control.
 DE1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1625.See file dsdata.txt to determine how the superseded data were derived.
 DE1625
 DE1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS883543(NAD 83)
 DE1625_MARKER: DB = BENCH MARK DISK
 DE1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1625_SP_SET: CONCRETE POST
 DE1625_STAMPING: VERT 8 180 1985
 DE1625_MARK LOGO: SCGS  
 DE1625_PROJECTION: FLUSH
 DE1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1625
 DE1625  HISTORY     - Date     Condition        Report By
 DE1625  HISTORY     - 1985     MONUMENTED       SCGS
 DE1625  HISTORY     - 19970625 GOOD             USPSQD
 DE1625
 DE1625                          STATION DESCRIPTION
 DE1625
 DE1625'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1625'5.2 KM (3.25 MI) NW FROM GOOSE CREEK.
 DE1625'1.8 KILOMETERS (1.1 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 DE1625'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, CONTINUE 3.45 KILOMETERS
 DE1625'(2.15 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 (ST. JAMES AVENUE), SET
 DE1625'BEHIND A WOODEN SIGN IN THE MEDIAN AT THE ENTRANCE TO THE FOXBOROUGH
 DE1625'COMMUNITY AT THE INTERSECTION OF COUNTY ROAD S-8-893 (VIXEN
 DE1625'BOULEVARD), 22.3 METERS (73.16 FEET) EAST-NORTHEAST OF THE CENTERLINE
 DE1625'OF U.S. HIGHWAY 176, 6.4 METERS (21.0 FEET) NORTH-NORTHWEST OF THE
 DE1625'APPROXIMATE CENTER OF THE ENTRANCE ROAD TO THE COMMUNITY, 6.0 METERS
 DE1625'(19.69 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE EXIT
 DE1625'ROAD TO THE COMMUNITY, 27.69 METERS (90.85 FEET) SOUTH-SOUTHWEST OF
 DE1625'THE SOUTHEAST CORNER OF A ONE-STORY BRICK HOUSE, 44.6 METERS (146.33
 DE1625'FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-8-842
 DE1625'(KENNINGTON DRIVE).
 DE1625'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1625
 DE1625                          STATION RECOVERY (1997)
 DE1625
 DE1625'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1626 ***********************************************************************
 DE1626  DESIGNATION -  8 181
 DE1626  PID         -  DE1626
 DE1626  STATE/COUNTY-  SC/BERKELEY
 DE1626  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1626
 DE1626                         *CURRENT SURVEY CONTROL
 DE1626  ___________________________________________________________________
 DE1626* NAD 83(1986)-  33 02 08.     (N)    080 03 43.     (W)     SCALED    
 DE1626* NAVD 88     -        13.990  (meters)      45.90   (feet)  ADJUSTED  
 DE1626  ___________________________________________________________________
 DE1626  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DE1626  DYNAMIC HT  -          13.975 (meters)      45.85  (feet)  COMP
 DE1626  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 DE1626
 DE1626  VERT ORDER  -  FIRST     CLASS II
 DE1626
 DE1626.The horizontal coordinates were scaled from a topographic map and have
 DE1626.an estimated accuracy of +/- 6 seconds.
 DE1626
 DE1626.The orthometric height was determined by differential leveling
 DE1626.and adjusted by the National Geodetic Survey in June 1991..
 DE1626
 DE1626.The geoid height was determined by GEOID03.
 DE1626
 DE1626.The dynamic height is computed by dividing the NAVD 88
 DE1626.geopotential number by the normal gravity value computed on the
 DE1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1626.degrees latitude (g = 980.6199 gals.).
 DE1626
 DE1626.The modeled gravity was interpolated from observed gravity values.
 DE1626
 DE1626;                    North         East    Units  Estimated Accuracy
 DE1626;SPC SC       -   133,720.      697,220.      MT  (+/- 180 meters Scaled)
 DE1626
 DE1626                          SUPERSEDED SURVEY CONTROL
 DE1626
 DE1626  NGVD 29 (03/21/89)   14.286  (m)           46.87   (f) ADJUSTED    1 2
 DE1626
 DE1626.Superseded values are not recommended for survey control.
 DE1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1626.See file dsdata.txt to determine how the superseded data were derived.
 DE1626
 DE1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS875556(NAD 83)
 DE1626_MARKER: DB = BENCH MARK DISK
 DE1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1626_SP_SET: CONCRETE POST
 DE1626_STAMPING: VERT 8 181 1985
 DE1626_MARK LOGO: SCGS  
 DE1626_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1626
 DE1626  HISTORY     - Date     Condition        Report By
 DE1626  HISTORY     - 1985     MONUMENTED       SCGS
 DE1626  HISTORY     - 19970625 POOR             USPSQD
 DE1626
 DE1626                          STATION DESCRIPTION
 DE1626
 DE1626'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1626'6.8 KM (4.2 MI) NW FROM GOOSE CREEK.
 DE1626'1.8 KILOMETERS (1.1 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 DE1626'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, CONTINUE 5.0 KILOMETERS
 DE1626'(3.1 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 (ST. JAMES AVENUE), SET
 DE1626'NEAR A PIPE GATE AT THE INTERSECTION OF A GRAVEL ROAD AND COUNTY ROAD
 DE1626'S-8-45 (OLD MOUNT HOLLY ROAD), 43.35 METERS (142.22 FEET) NORTHEAST OF
 DE1626'THE CENTERLINE OF U.S. HIGHWAY 176, 24.35 METERS (79.89 FEET)
 DE1626'EAST-NORTHEAST OF A LONE 48-INCH OAK TREE, 33.25 METERS (109.09 FEET)
 DE1626'NORTH-NORTHWEST OF A POWER POLE, 34.45 METERS (113.02 FEET) NORTH OF
 DE1626'THE CENTERLINE OF OLD MOUNT HOLLY ROAD, 4.9 METERS (16.08 FEET)
 DE1626'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD.
 DE1626'THE MARK IS 0.85 METERS  SW FROM A WITNESS POST.
 DE1626'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 DE1626
 DE1626                          STATION RECOVERY (1997)
 DE1626
 DE1626'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1626'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1628 ***********************************************************************
 DE1628  DESIGNATION -  8 182
 DE1628  PID         -  DE1628
 DE1628  STATE/COUNTY-  SC/BERKELEY
 DE1628  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1628
 DE1628                         *CURRENT SURVEY CONTROL
 DE1628  ___________________________________________________________________
 DE1628* NAD 83(1986)-  33 02 44.     (N)    080 04 40.     (W)     SCALED    
 DE1628* NAVD 88     -        14.506  (meters)      47.59   (feet)  ADJUSTED  
 DE1628  ___________________________________________________________________
 DE1628  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DE1628  DYNAMIC HT  -          14.491 (meters)      47.54  (feet)  COMP
 DE1628  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 DE1628
 DE1628  VERT ORDER  -  FIRST     CLASS II
 DE1628
 DE1628.The horizontal coordinates were scaled from a topographic map and have
 DE1628.an estimated accuracy of +/- 6 seconds.
 DE1628
 DE1628.The orthometric height was determined by differential leveling
 DE1628.and adjusted by the National Geodetic Survey in June 1991..
 DE1628
 DE1628.The geoid height was determined by GEOID03.
 DE1628
 DE1628.The dynamic height is computed by dividing the NAVD 88
 DE1628.geopotential number by the normal gravity value computed on the
 DE1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1628.degrees latitude (g = 980.6199 gals.).
 DE1628
 DE1628.The modeled gravity was interpolated from observed gravity values.
 DE1628
 DE1628;                    North         East    Units  Estimated Accuracy
 DE1628;SPC SC       -   134,820.      695,730.      MT  (+/- 180 meters Scaled)
 DE1628
 DE1628                          SUPERSEDED SURVEY CONTROL
 DE1628
 DE1628  NGVD 29 (03/21/89)   14.802  (m)           48.56   (f) ADJUSTED    1 2
 DE1628
 DE1628.Superseded values are not recommended for survey control.
 DE1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1628.See file dsdata.txt to determine how the superseded data were derived.
 DE1628
 DE1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS861567(NAD 83)
 DE1628_MARKER: DB = BENCH MARK DISK
 DE1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1628_SP_SET: CONCRETE POST
 DE1628_STAMPING: VERT 8 182 1985
 DE1628_MARK LOGO: SCGS  
 DE1628_PROJECTION: FLUSH
 DE1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1628
 DE1628  HISTORY     - Date     Condition        Report By
 DE1628  HISTORY     - 1985     MONUMENTED       SCGS
 DE1628  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 DE1628
 DE1628                          STATION DESCRIPTION
 DE1628
 DE1628'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1628'8.6 KM (5.35 MI) NW FROM GOOSE CREEK.
 DE1628'1.8 KILOMETERS (1.1 MILES) NORTHWEST ALONG COUNTY ROAD S-8-29 (RED
 DE1628'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, CONTINUE 6.85 KILOMETERS
 DE1628'(4.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 (ST. JAMES AVENUE), SET
 DE1628'BEHIND A CONCRETE SIGN (SOUTHEASTERN BUILDING 254) IN THE FRONT YARD
 DE1628'OF A TWO-STORY HOUSE, ALSO MAY BE REACHED BY GOING 2.5 KILOMETERS
 DE1628'(1.55 MILES) SOUTHEAST ALONG U.S. HIGHWAY 176 FROM THE INTERSECTION OF
 DE1628'U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROADS, 31.85 METERS (104.49
 DE1628'FEET) NORTH-NORTHEAST OF THE NORTH CORNER OF THE TWO-STORY HOUSE,
 DE1628'65.05 METERS (213.42 FEET) EAST-SOUTHEAST OF THE NORTH CORNER OF A
 DE1628'ONE-STORY WOOD AND BRICK HOUSE, 34.2 METERS (112.2 FEET) NORTHWEST OF
 DE1628'A POWER POLE WITH A YARD LIGHT, 4.4 METERS (14.44 FEET)
 DE1628'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A CONCRETE DRIVE LEADING
 DE1628'TO THE TWO-STORY HOUSE, 17.45 METERS (57.25 FEET) SOUTHWEST OF THE
 DE1628'CENTERLINE OF U.S. HIGHWAY 176, 2.85 METERS (9.35 FEET)
 DE1628'SOUTH-SOUTHEAST OF THE NORTHWEST END OF THE SIGN, 2.4 METERS (7.87
 DE1628'FEET) WEST-NORTHWEST OF THE SOUTHEAST END OF THE SIGN.
 DE1628'THE MARK IS 0.60 M BELOW HIGHWAY 176.
 DE1628
 DE1628                          STATION RECOVERY (1997)
 DE1628
 DE1628'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1629 ***********************************************************************
 DE1629  DESIGNATION -  8 183
 DE1629  PID         -  DE1629
 DE1629  STATE/COUNTY-  SC/BERKELEY
 DE1629  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1629
 DE1629                         *CURRENT SURVEY CONTROL
 DE1629  ___________________________________________________________________
 DE1629* NAD 83(1986)-  33 03 20.     (N)    080 05 13.     (W)     SCALED    
 DE1629* NAVD 88     -        15.745  (meters)      51.66   (feet)  ADJUSTED  
 DE1629  ___________________________________________________________________
 DE1629  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DE1629  DYNAMIC HT  -          15.728 (meters)      51.60  (feet)  COMP
 DE1629  MODELED GRAV-     979,560.0   (mgal)                       NAVD 88
 DE1629
 DE1629  VERT ORDER  -  FIRST     CLASS II
 DE1629
 DE1629.The horizontal coordinates were scaled from a topographic map and have
 DE1629.an estimated accuracy of +/- 6 seconds.
 DE1629
 DE1629.The orthometric height was determined by differential leveling
 DE1629.and adjusted by the National Geodetic Survey in June 1991..
 DE1629
 DE1629.The geoid height was determined by GEOID03.
 DE1629
 DE1629.The dynamic height is computed by dividing the NAVD 88
 DE1629.geopotential number by the normal gravity value computed on the
 DE1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1629.degrees latitude (g = 980.6199 gals.).
 DE1629
 DE1629.The modeled gravity was interpolated from observed gravity values.
 DE1629
 DE1629;                    North         East    Units  Estimated Accuracy
 DE1629;SPC SC       -   135,920.      694,860.      MT  (+/- 180 meters Scaled)
 DE1629
 DE1629                          SUPERSEDED SURVEY CONTROL
 DE1629
 DE1629  NGVD 29 (03/21/89)   16.041  (m)           52.63   (f) ADJUSTED    1 2
 DE1629
 DE1629.Superseded values are not recommended for survey control.
 DE1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1629.See file dsdata.txt to determine how the superseded data were derived.
 DE1629
 DE1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS852578(NAD 83)
 DE1629_MARKER: DB = BENCH MARK DISK
 DE1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1629_SP_SET: CONCRETE POST
 DE1629_STAMPING: VERT 8 183 1985
 DE1629_MARK LOGO: SCGS  
 DE1629_PROJECTION: FLUSH
 DE1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1629
 DE1629  HISTORY     - Date     Condition        Report By
 DE1629  HISTORY     - 1985     MONUMENTED       SCGS
 DE1629  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 DE1629
 DE1629                          STATION DESCRIPTION
 DE1629
 DE1629'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1629'1.05 KM (0.65 MI) SE FROM CARNES CROSSROAD.
 DE1629'1.05 KILOMETERS (0.65 MILE) SOUTHEAST ALONG U.S. HIGHWAY 176 FROM THE
 DE1629'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE AT CARNES CROSSROAD, SET
 DE1629'NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A SAND
 DE1629'DRIVE LEADING TO A LARGE ONE-STORY WOOD HOUSE, 62.15 METERS (203.9
 DE1629'FEET) SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 15.75 METERS (51.67
 DE1629'FEET) EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 176, 11.0 METERS
 DE1629'(36.09 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND
 DE1629'DRIVE, 1.25 METERS (4.1 FEET) NORTH-NORTHEAST OF THE POWER POLE,
 DE1629'57.85 METERS (189.8 FEET) WEST-SOUTHWEST OF A 60-INCH OAK TREE ON THE
 DE1629'SOUTH SIDE OF THE HOUSE.
 DE1629'THE MARK IS 1.20 METERS  NNE FROM A WITNESS POST.
 DE1629'THE MARK IS 0.30 M ABOVE HIGHWAY 176.
 DE1629
 DE1629                          STATION RECOVERY (1997)
 DE1629
 DE1629'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1565 ***********************************************************************
 DE1565  DESIGNATION -  8 184
 DE1565  PID         -  DE1565
 DE1565  STATE/COUNTY-  SC/BERKELEY
 DE1565  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1565
 DE1565                         *CURRENT SURVEY CONTROL
 DE1565  ___________________________________________________________________
 DE1565* NAD 83(1986)-  33 03 48.     (N)    080 05 36.     (W)     SCALED    
 DE1565* NAVD 88     -        20.023  (meters)      65.69   (feet)  ADJUSTED  
 DE1565  ___________________________________________________________________
 DE1565  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DE1565  DYNAMIC HT  -          20.002 (meters)      65.62  (feet)  COMP
 DE1565  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 DE1565
 DE1565  VERT ORDER  -  FIRST     CLASS II
 DE1565
 DE1565.The horizontal coordinates were scaled from a topographic map and have
 DE1565.an estimated accuracy of +/- 6 seconds.
 DE1565
 DE1565.The orthometric height was determined by differential leveling
 DE1565.and adjusted by the National Geodetic Survey in June 1991..
 DE1565
 DE1565.The geoid height was determined by GEOID03.
 DE1565
 DE1565.The dynamic height is computed by dividing the NAVD 88
 DE1565.geopotential number by the normal gravity value computed on the
 DE1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1565.degrees latitude (g = 980.6199 gals.).
 DE1565
 DE1565.The modeled gravity was interpolated from observed gravity values.
 DE1565
 DE1565;                    North         East    Units  Estimated Accuracy
 DE1565;SPC SC       -   136,780.      694,260.      MT  (+/- 180 meters Scaled)
 DE1565
 DE1565                          SUPERSEDED SURVEY CONTROL
 DE1565
 DE1565  NGVD 29 (03/21/89)   20.319  (m)           66.66   (f) ADJUSTED    1 2
 DE1565
 DE1565.Superseded values are not recommended for survey control.
 DE1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1565.See file dsdata.txt to determine how the superseded data were derived.
 DE1565
 DE1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS846586(NAD 83)
 DE1565_MARKER: DB = BENCH MARK DISK
 DE1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1565_SP_SET: CONCRETE POST
 DE1565_STAMPING: VERT 8 184 1985
 DE1565_MARK LOGO: SCGS  
 DE1565_PROJECTION: FLUSH
 DE1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1565
 DE1565  HISTORY     - Date     Condition        Report By
 DE1565  HISTORY     - 1985     MONUMENTED       SCGS
 DE1565  HISTORY     - 19970625 GOOD             USPSQD
 DE1565
 DE1565                          STATION DESCRIPTION
 DE1565
 DE1565'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1565'IN CARNES CROSSROAD.
 DE1565'SET NEAR A POWER POLE IN THE SOUTH ANGLE OF THE INTERSECTION OF U.S.
 DE1565'HIGHWAY 17 ALTERNATE AND U.S. HIGHWAY 176 IN FRONT OF A E-Z MART (GAS
 DE1565'STATION AND FAST FOOD STORE) AT CARNES CROSSROAD, 28.0 METERS (91.86
 DE1565'FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF HIGHWAY 176, 16.15 METERS
 DE1565'(52.99 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF HIGHWAY 17,
 DE1565'26.95 METERS (88.42 FEET) NORTH NORTHEAST OF THE NORTHWEST CORNER OF
 DE1565'THE STORE, 31.5 METERS (103.35 FEET) NORTHWEST OF THE NORTHEAST CORNER
 DE1565'OF THE STORE, 1.52 METERS (4.99 FEET) SOUTH SOUTHEAST OF THE POWER
 DE1565'POLE NUMBER 168B.
 DE1565'THE MARK IS 1.28 METERS  SSE FROM A WITNESS POST.
 DE1565'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 17.
 DE1565
 DE1565                          STATION RECOVERY (1997)
 DE1565
 DE1565'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1567 ***********************************************************************
 DE1567  DESIGNATION -  8 185
 DE1567  PID         -  DE1567
 DE1567  STATE/COUNTY-  SC/BERKELEY
 DE1567  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1567
 DE1567                         *CURRENT SURVEY CONTROL
 DE1567  ___________________________________________________________________
 DE1567* NAD 83(1986)-  33 02 51.     (N)    080 06 25.     (W)     SCALED    
 DE1567* NAVD 88     -        20.881  (meters)      68.51   (feet)  ADJUSTED  
 DE1567  ___________________________________________________________________
 DE1567  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DE1567  DYNAMIC HT  -          20.859 (meters)      68.43  (feet)  COMP
 DE1567  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 DE1567
 DE1567  VERT ORDER  -  FIRST     CLASS II
 DE1567
 DE1567.The horizontal coordinates were scaled from a topographic map and have
 DE1567.an estimated accuracy of +/- 6 seconds.
 DE1567
 DE1567.The orthometric height was determined by differential leveling
 DE1567.and adjusted by the National Geodetic Survey in June 1991..
 DE1567
 DE1567.The geoid height was determined by GEOID03.
 DE1567
 DE1567.The dynamic height is computed by dividing the NAVD 88
 DE1567.geopotential number by the normal gravity value computed on the
 DE1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1567.degrees latitude (g = 980.6199 gals.).
 DE1567
 DE1567.The modeled gravity was interpolated from observed gravity values.
 DE1567
 DE1567;                    North         East    Units  Estimated Accuracy
 DE1567;SPC SC       -   135,010.      693,000.      MT  (+/- 180 meters Scaled)
 DE1567
 DE1567                          SUPERSEDED SURVEY CONTROL
 DE1567
 DE1567  NGVD 29 (03/21/89)   21.176  (m)           69.47   (f) ADJUSTED    1 2
 DE1567
 DE1567.Superseded values are not recommended for survey control.
 DE1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1567.See file dsdata.txt to determine how the superseded data were derived.
 DE1567
 DE1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS833569(NAD 83)
 DE1567_MARKER: DB = BENCH MARK DISK
 DE1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1567_SP_SET: CONCRETE POST
 DE1567_STAMPING: VERT 8 185 1985
 DE1567_MARK LOGO: SCGS  
 DE1567_PROJECTION: FLUSH
 DE1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1567
 DE1567  HISTORY     - Date     Condition        Report By
 DE1567  HISTORY     - 1985     MONUMENTED       SCGS
 DE1567  HISTORY     - 19970625 GOOD             USPSQD
 DE1567  HISTORY     - 20020827 MARK NOT FOUND   SCGS
 DE1567
 DE1567                          STATION DESCRIPTION
 DE1567
 DE1567'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1567'2.15 KM (1.35 MI) SW FROM CARNES CROSSROAD.
 DE1567'2.15 KILOMETERS (1.35 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17
 DE1567'ALTERNATE FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES
 DE1567'CROSSROAD, SET NEAR A POWER POLE ON THE OUTSIDE OF A CHAINLINK FENCE
 DE1567'THAT SURROUNDS A ONE-STORY WOOD HOUSE AT THE INTERSECTION OF COUNTY
 DE1567'ROAD S-8-61, 11.1 METERS (36.42 FEET) EAST-SOUTHEAST OF THE SOUTHEAST
 DE1567'CORNER OF THE HOUSE, 12.05 METERS (39.53 FEET) NORTH-NORTHWEST OF THE
 DE1567'CENTERLINE OF HIGHWAY 17, 18.1 METERS (59.38 FEET) EAST-NORTHEAST OF
 DE1567'THE APPROXIMATE CENTER OF THE COUNTY ROAD, 23.1 METERS (75.79 FEET)
 DE1567'SOUTH-SOUTHWEST OF A LONE 48-INCH OAK TREE, 1.8 METERS (5.91 FEET)
 DE1567'SOUTH OF THE CHAIN LINK FENCE, 0.95 METER (3.12 FEET) WEST-SOUTHWEST
 DE1567'OF THE POWER POLE.
 DE1567'THE MARK IS 0.65 METERS  WSW FROM A WITNESS POST.
 DE1567'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17.
 DE1567
 DE1567                          STATION RECOVERY (1997)
 DE1567
 DE1567'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1567'RECOVERED IN GOOD CONDITION.
 DE1567
 DE1567                          STATION RECOVERY (2002)
 DE1567
 DE1567'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1567'NOT RECOVERED, MEASUREMENTS LED TO AN AREA NOW CHANGED DUE TO RECENT
 DE1567'HIGHWAY
 DE1567'WIDENING, SEARCHED 15 MINUTES WITH NO RESULTS.
 DE1567'RECOVERY BY T. HALL.
 DE1567' 
 DE1567'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1581 ***********************************************************************
 DE1581  DESIGNATION -  8 186
 DE1581  PID         -  DE1581
 DE1581  STATE/COUNTY-  SC/BERKELEY
 DE1581  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1581
 DE1581                         *CURRENT SURVEY CONTROL
 DE1581  ___________________________________________________________________
 DE1581* NAD 83(1986)-  33 02 20.     (N)    080 05 41.     (W)     SCALED    
 DE1581* NAVD 88     -        13.220  (meters)      43.37   (feet)  ADJUSTED  
 DE1581  ___________________________________________________________________
 DE1581  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DE1581  DYNAMIC HT  -          13.205 (meters)      43.32  (feet)  COMP
 DE1581  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 DE1581
 DE1581  VERT ORDER  -  FIRST     CLASS II
 DE1581
 DE1581.The horizontal coordinates were scaled from a topographic map and have
 DE1581.an estimated accuracy of +/- 6 seconds.
 DE1581
 DE1581.The orthometric height was determined by differential leveling
 DE1581.and adjusted by the National Geodetic Survey in June 1991..
 DE1581
 DE1581.The geoid height was determined by GEOID03.
 DE1581
 DE1581.The dynamic height is computed by dividing the NAVD 88
 DE1581.geopotential number by the normal gravity value computed on the
 DE1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1581.degrees latitude (g = 980.6199 gals.).
 DE1581
 DE1581.The modeled gravity was interpolated from observed gravity values.
 DE1581
 DE1581;                    North         East    Units  Estimated Accuracy
 DE1581;SPC SC       -   134,070.      694,150.      MT  (+/- 180 meters Scaled)
 DE1581
 DE1581                          SUPERSEDED SURVEY CONTROL
 DE1581
 DE1581  NGVD 29 (03/21/89)   13.514  (m)           44.34   (f) ADJUSTED    1 2
 DE1581
 DE1581.Superseded values are not recommended for survey control.
 DE1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1581.See file dsdata.txt to determine how the superseded data were derived.
 DE1581
 DE1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS845559(NAD 83)
 DE1581_MARKER: DD = SURVEY DISK
 DE1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1581_SP_SET: CONCRETE POST
 DE1581_STAMPING: VERT 8 186 1985
 DE1581_MARK LOGO: SCGS  
 DE1581_PROJECTION: FLUSH
 DE1581_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1581+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DE1581
 DE1581  HISTORY     - Date     Condition        Report By
 DE1581  HISTORY     - 1985     MONUMENTED       SCGS
 DE1581  HISTORY     - 19970625 GOOD             USPSQD
 DE1581  HISTORY     - 20020827 GOOD             SCGS
 DE1581
 DE1581                          STATION DESCRIPTION
 DE1581
 DE1581'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1581'2.7 KM (1.7 MI) SOUTH FROM CARNES CROSSROAD.
 DE1581'2.2 KILOMETERS (1.4 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17
 DE1581'ALTERNATE FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES
 DE1581'CROSSROAD, THENCE 1.6 KILOMETERS (1.0 MILE) SOUTHERLY ALONG COUNTY
 DE1581'ROAD S-8-62 (COLLEGE PARK ROAD), SET NEAR THE NORTHEAST END OF A BRICK
 DE1581'MONUMENT (ENTRANCE OF THE SHADOW BROOK COMMUNITY) IN THE MEDIAN OF
 DE1581'COUNTY ROAD S-8-846, 27.55 METERS (90.39 FEET) SOUTH OF THE SOUTHWEST
 DE1581'CORNER OF A ONE-STORY BRICK HOUSE, 18.45 METERS (60.53 FEET) NORTHWEST
 DE1581'OF A POWER POLE, 14.05 METERS (46.1 FEET) EAST-NORTHEAST OF THE
 DE1581'CENTERLINE OF COUNTY ROAD S-8-62, 4.6 METERS (15.09 FEET)
 DE1581'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD TO THE
 DE1581'COMMUNITY, 3.75 METERS (12.3 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 DE1581'CENTER OF THE EXIT ROAD FROM THE COMMUNTIY, 0.7 METER (2.3 FEET)
 DE1581'NORTHEAST OF THE NORTHEAST END OF THE MONUMENT.
 DE1581'THE MARK IS 0.50 METERS  NE FROM A WITNESS POST.
 DE1581'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1581
 DE1581                          STATION RECOVERY (1997)
 DE1581
 DE1581'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1581'RECOVERED IN GOOD CONDITION.
 DE1581
 DE1581                          STATION RECOVERY (2002)
 DE1581
 DE1581'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1581'STATION IS LOCATED 3.8 MILES NORTH NORTHEAST OF LADSON, 5.4 MILES
 DE1581'NORTHWEST OF GOOSE
 DE1581'CREEK, 11.75 MILES SOUTH SOUTHWEST OF MONCKS CORNER. OWNERSHIP--SCDOT,
 DE1581'DIRECTOR OF
 DE1581'PRECONSTRUCTION, P.O. BOX 191,
 DE1581'COLUMBIA, SC 29202, PHONE 803-737-1350.
 DE1581' 
 DE1581'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 716 (SOUTH
 DE1581'LIVE OAK
 DE1581'DRIVE) AND 17 ALTERNATE (STATE ROAD), 5.45 MILES NORTH OF LADSON, GO
 DE1581'SOUTHWEST
 DE1581'ON HIGHWAY 17 ALTERNATE FOR 1.45 MILES TO THE JUNCTION OF STATE ROAD
 DE1581'62
 DE1581'(COLLEGE PARK ROAD) AND OLD SUMMERVILLE ROAD RIGHT,  TURN LEFT ON ROAD
 DE1581'62 FOR
 DE1581'1.0 MILES TO THE STATION ON THE LEFT BEHIND A BRICK SIGN FOR
 DE1581'SHADOWBROOK
 DE1581'PARK IN THE MEDIAN OF THE JUNCTION OF STATE ROAD 846 (SHADOWBROOK
 DE1581'DRIVE) AND
 DE1581'DOUGLAS WAYNE ROAD RIGHT.
 DE1581' 
 DE1581'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1581'ROAD, 45.9
 DE1581'FEET NORTHEAST OF THE CENTER OF ROAD 62, 2.4 FEET NORTHEAST OF THE
 DE1581'NORTHEAST
 DE1581'END OF THE BRICK SIGN, 14.5 FEET NORTH NORTHWEST OF THE CENTER OF THE
 DE1581'ENTRANCE DRIVE OF SHADOWBROOK DRIVE, 12.7 FEET SOUTH SOUTHEAST OF THE
 DE1581'CENTER OF THE EXIT DRIVE OF SHADOWBROOK DRIVE, 14.3 FEET NORTHEAST OF
 DE1581'SURVEY
 DE1581'STATION K 4.
 DE1581'RECOVERED BY T. HALL.
 DE1581' 
 DE1581' 
 DE1581' 
 DE1581' 
 DE1581'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1583 ***********************************************************************
 DE1583  DESIGNATION -  8 187
 DE1583  PID         -  DE1583
 DE1583  STATE/COUNTY-  SC/BERKELEY
 DE1583  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1583
 DE1583                         *CURRENT SURVEY CONTROL
 DE1583  ___________________________________________________________________
 DE1583* NAD 83(1986)-  33 01 27.     (N)    080 05 21.     (W)     SCALED    
 DE1583* NAVD 88     -        13.885  (meters)      45.55   (feet)  ADJUSTED  
 DE1583  ___________________________________________________________________
 DE1583  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DE1583  DYNAMIC HT  -          13.870 (meters)      45.51  (feet)  COMP
 DE1583  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 DE1583
 DE1583  VERT ORDER  -  FIRST     CLASS II
 DE1583
 DE1583.The horizontal coordinates were scaled from a topographic map and have
 DE1583.an estimated accuracy of +/- 6 seconds.
 DE1583
 DE1583.The orthometric height was determined by differential leveling
 DE1583.and adjusted by the National Geodetic Survey in June 1991..
 DE1583
 DE1583.The geoid height was determined by GEOID03.
 DE1583
 DE1583.The dynamic height is computed by dividing the NAVD 88
 DE1583.geopotential number by the normal gravity value computed on the
 DE1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1583.degrees latitude (g = 980.6199 gals.).
 DE1583
 DE1583.The modeled gravity was interpolated from observed gravity values.
 DE1583
 DE1583;                    North         East    Units  Estimated Accuracy
 DE1583;SPC SC       -   132,440.      694,680.      MT  (+/- 180 meters Scaled)
 DE1583
 DE1583                          SUPERSEDED SURVEY CONTROL
 DE1583
 DE1583  NGVD 29 (03/21/89)   14.180  (m)           46.52   (f) ADJUSTED    1 2
 DE1583
 DE1583.Superseded values are not recommended for survey control.
 DE1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1583.See file dsdata.txt to determine how the superseded data were derived.
 DE1583
 DE1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS850543(NAD 83)
 DE1583_MARKER: DD = SURVEY DISK
 DE1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1583_SP_SET: CONCRETE POST
 DE1583_STAMPING: VERT 8 187 1985
 DE1583_MARK LOGO: SCGS  
 DE1583_PROJECTION: FLUSH
 DE1583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1583+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DE1583
 DE1583  HISTORY     - Date     Condition        Report By
 DE1583  HISTORY     - 1985     MONUMENTED       SCGS
 DE1583  HISTORY     - 19970625 GOOD             USPSQD
 DE1583  HISTORY     - 20020827 GOOD             SCGS
 DE1583
 DE1583                          STATION DESCRIPTION
 DE1583
 DE1583'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1583'4.3 KM (2.7 MI) SOUTH FROM CARNES CROSSROAD.
 DE1583'2.2 KILOMETERS (1.4 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17
 DE1583'ALTERNATE FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES
 DE1583'CROSSROAD, THENCE 3.45 KILOMETERS (2.15 MILES) SOUTHERLY ALONG COUNTY
 DE1583'ROAD S-8-62 (COLLEGE PARK ROAD), SET BETWEEN THE TWO WESTERN MOST
 DE1583'SIX-FOOT CEMENT PILLARS, BETWEEN COUNTY ROAD S-8-62 AND UNIVERSITY
 DE1583'DRIVE AT THE ENTRANCE ROAD (SAVANNAH ROAD) TO THE COLLEGE PARK ESTATES
 DE1583'VI HAROLD TYNER DEVELOPMENT CORPORATION, 16.85 METERS (55.28 FEET)
 DE1583'WEST OF THE CENTERLINE OF COUNTY ROAD S-8-62, 10.05 METERS (32.97
 DE1583'FEET) EAST OF THE APPROXIMATE CENTER OF UNIVERSITY DRIVE, 7.3 METERS
 DE1583'(23.95 FEET) SOUTH OF THE APPROXIMATE CENTER OF SAVANNAH ROAD,
 DE1583'5.45 METERS (17.88 FEET) NORTH-NORTHEAST OF A POWER POLE WITH A STREET
 DE1583'LIGHT, 3.8 METERS (12.47 FEET) EAST-NORTHEAST OF A FIRE HYDRANT,
 DE1583'39.19 METERS (128.58 FEET) SOUTH-SOUTHEAST OF THE EAST CORNER OF A
 DE1583'ONE-STORY HOUSE IN THE NORTHWEST ANGLE OF SAVANNAH ROAD AND UNIVERSITY
 DE1583'DRIVE.
 DE1583'THE MARK IS 0.70 METERS  E FROM A WITNESS POST.
 DE1583'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1583
 DE1583                          STATION RECOVERY (1997)
 DE1583
 DE1583'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1583'RECOVERED IN GOOD CONDITION.
 DE1583
 DE1583                          STATION RECOVERY (2002)
 DE1583
 DE1583'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1583'STATION IS LOCATED 4.45 MILES NORTHWEST OF GOOSE CREEK, 2.9 MILES
 DE1583'NORTH NORTHEAST OF
 DE1583'LADSON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1583'COLUMBIA, SC 29212,
 DE1583'PHONE 803-737-1350.
 DE1583'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1583'203) AND STATE
 DE1583'ROAD 62 (COLLEGE PARK ROAD), 1.3 MILES NORTHEAST OF LADSON, GO
 DE1583'NORTHEAST ON ROAD 62
 DE1583'FOR 1.95 MILES TO THE STATION ON THE LEFT BEHIND THE STUCCO COLUMNS
 DE1583'AND IRONWORK
 DE1583'ENTRANCE MARKERS TO COLLEGE PARK ESTATES VI AND IN THE SOUTHWEST ANGLE
 DE1583'OF THE
 DE1583'ENTRANCE ROAD (SAVANNAH ROAD).
 DE1583'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1583'ROADS,
 DE1583'55.0 FEET WEST OF THE CENTER OF ROAD 62, 12.5 FEET EAST NORTHEAST OF A
 DE1583'FIRE
 DE1583'HYDRANT, 17.8 FEET NORTHEAST OF A SECURITY LIGHT POLE, 3.4 FEET EAST
 DE1583'OF THE
 DE1583'SOUTHEAST CORNER OF THE SOUTHERN ENTRANCE COLUMN, 23.4 FEET SOUTH OF
 DE1583'THE
 DE1583'CENTER OF SAVANNAH ROAD, 2.5 FEET EAST OF A WITNESS POST.
 DE1583'RECOVERED BY T. HALL.
 DE1583' 
 DE1583' 
 DE1583' 
 DE1583' 
 DE1583' 
 DE1583' 
 DE1583'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1584 ***********************************************************************
 DE1584  DESIGNATION -  8 188
 DE1584  PID         -  DE1584
 DE1584  STATE/COUNTY-  SC/BERKELEY
 DE1584  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1584
 DE1584                         *CURRENT SURVEY CONTROL
 DE1584  ___________________________________________________________________
 DE1584* NAD 83(1986)-  33 00 40.     (N)    080 05 21.     (W)     SCALED    
 DE1584* NAVD 88     -        13.428  (meters)      44.05   (feet)  ADJUSTED  
 DE1584  ___________________________________________________________________
 DE1584  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DE1584  DYNAMIC HT  -          13.414 (meters)      44.01  (feet)  COMP
 DE1584  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 DE1584
 DE1584  VERT ORDER  -  FIRST     CLASS II
 DE1584
 DE1584.The horizontal coordinates were scaled from a topographic map and have
 DE1584.an estimated accuracy of +/- 6 seconds.
 DE1584
 DE1584.The orthometric height was determined by differential leveling
 DE1584.and adjusted by the National Geodetic Survey in June 1991..
 DE1584
 DE1584.The geoid height was determined by GEOID03.
 DE1584
 DE1584.The dynamic height is computed by dividing the NAVD 88
 DE1584.geopotential number by the normal gravity value computed on the
 DE1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1584.degrees latitude (g = 980.6199 gals.).
 DE1584
 DE1584.The modeled gravity was interpolated from observed gravity values.
 DE1584
 DE1584;                    North         East    Units  Estimated Accuracy
 DE1584;SPC SC       -   130,990.      694,700.      MT  (+/- 180 meters Scaled)
 DE1584
 DE1584                          SUPERSEDED SURVEY CONTROL
 DE1584
 DE1584  NGVD 29 (03/21/89)   13.723  (m)           45.02   (f) ADJUSTED    1 2
 DE1584
 DE1584.Superseded values are not recommended for survey control.
 DE1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1584.See file dsdata.txt to determine how the superseded data were derived.
 DE1584
 DE1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS850528(NAD 83)
 DE1584_MARKER: DD = SURVEY DISK
 DE1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1584_SP_SET: CONCRETE POST
 DE1584_STAMPING: VERT 8 188 1985
 DE1584_MARK LOGO: SCGS  
 DE1584_PROJECTION: FLUSH
 DE1584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1584+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DE1584
 DE1584  HISTORY     - Date     Condition        Report By
 DE1584  HISTORY     - 1985     MONUMENTED       SCGS
 DE1584  HISTORY     - 19970625 GOOD             USPSQD
 DE1584  HISTORY     - 20020827 GOOD             SCGS
 DE1584
 DE1584                          STATION DESCRIPTION
 DE1584
 DE1584'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1584'2.9 KM (1.8 MI) NE FROM LADSON.
 DE1584'2.2 KILOMETERS (1.4 MILES) SOUTHWESTERLY ALONG U.S. HIGHWAY 17
 DE1584'ALTERNATE FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES
 DE1584'CROSSROAD, THENCE 4.9 KILOMETERS (3.05 MILES) SOUTHERLY ALONG COUNTY
 DE1584'ROAD S-8-62 (COLLEGE PARK ROAD), SET BEHIND A BRICK MONUMENT IN THE
 DE1584'MEDIAN AT THE ENTRANCE TO COLLEGE PARK ESTATES, ALSO MAY BE REACHED BY
 DE1584'GOING 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG COUNTY ROAD S-10-76
 DE1584'(LADSON ROAD) FROM THE LADSON POST OFFICE, THENCE 0.3 KILOMETER (0.2
 DE1584'MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 2.7 KILOMETERS (1.7
 DE1584'MILES) NORTHERLY ALONG COUNTY ROAD S-8-62 (COLLEGE PARK ROAD),
 DE1584'16.8 METERS (55.12 FEET) WEST OF THE CENTERLINE OF COUNTY ROAD S-8-62,
 DE1584'23.0 METERS (75.46 FEET) NORTHEAST OF THE NORTH CORNER OF A ONE-STORY
 DE1584'RED BRICK HOUSE, 14.4 METERS (47.24 FEET) SOUTHWEST OF A FIRE HYDRANT,
 DE1584'23.8 METERS (78.08 FEET) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A
 DE1584'ONE-STORY TAN BRICK HOUSE, 6.47 METERS (21.23 FEET) SOUTH OF THE
 DE1584'APPROXIMATE CENTER OF THE ENTRANCE ROAD TO THE ESTATES, 6.7 METERS
 DE1584'(21.98 FEET) NORTH OF THE APPROXIMATE CENTER OF THE EXIT ROAD FROM THE
 DE1584'ESTATES.
 DE1584'THE MARK IS 2.75 METERS  NW FROM A WITNESS POST.
 DE1584'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1584
 DE1584                          STATION RECOVERY (1997)
 DE1584
 DE1584'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1584'RECOVERED IN GOOD CONDITION.
 DE1584
 DE1584                          STATION RECOVERY (2002)
 DE1584
 DE1584'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1584'STATION IS LOCATED 2.15 MILES NORTHEAST OF LADSON, 3.9 MILES WEST
 DE1584'NORTHWEST OF GOOSE
 DE1584'CREEK, 13.4 MILES SOUTH SOUTHWEST OF MONCKS CORNER.  OWNERSHIP--SCDOT,
 DE1584'DIRECTOR OF
 DE1584'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29212, PHONE 803-737-1350.
 DE1584'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1584'203) AND STATE
 DE1584'ROAD 62 (COLLEGE PARK ROAD), 1.3 MILES NORTHEAST OF LADSON, GO
 DE1584'NORTHEAST ON ROAD 62
 DE1584'FOR 1.05 MILES TO THE STATION ON THE LEFT BEHIND A BRICK ENTRANCE
 DE1584'MARKER FOR COLLEGE
 DE1584'PARK ESTATES.
 DE1584'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE
 DE1584'THE ROADS, 10.0 FEET
 DE1584'SOUTH OF THE SOUTH EDGE OF THE CURB OF THE ENTRANCE DRIVE, 10.1 FEET
 DE1584'NORTH OF THE
 DE1584'NORTH EDGE OF THE CURB OF THE EXIT DRIVE, 5.2 FEET WEST OF A METAL
 DE1584'SECURITY LIGHT POLE, 8.0
 DE1584'FEET NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE BRICK CORNER POST
 DE1584'NEAR THE
 DE1584'EXIT DRIVEWAY, 7.6 FEET EAST OF A 1.2-FOOT RED TIP TREE IN THE GRASS
 DE1584'MEDIAN.
 DE1584'RECOVERED BY T. HALL.
 DE1584' 
 DE1584' 
 DE1584' 
 DE1584' 
 DE1584' 
 DE1584' 
 DE1584' 
 DE1584' 
 DE1584' 
 DE1584'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3171 ***********************************************************************
 CK3171  DESIGNATION -  8 189
 CK3171  PID         -  CK3171
 CK3171  STATE/COUNTY-  SC/BERKELEY
 CK3171  USGS QUAD   -  LADSON (1979)
 CK3171
 CK3171                         *CURRENT SURVEY CONTROL
 CK3171  ___________________________________________________________________
 CK3171* NAD 83(1986)-  32 59 56.     (N)    080 05 38.     (W)     SCALED    
 CK3171* NAVD 88     -        14.416  (meters)      47.30   (feet)  ADJUSTED  
 CK3171  ___________________________________________________________________
 CK3171  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 CK3171  DYNAMIC HT  -          14.400 (meters)      47.24  (feet)  COMP
 CK3171  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 CK3171
 CK3171  VERT ORDER  -  FIRST     CLASS II
 CK3171
 CK3171.The horizontal coordinates were scaled from a topographic map and have
 CK3171.an estimated accuracy of +/- 6 seconds.
 CK3171
 CK3171.The orthometric height was determined by differential leveling
 CK3171.and adjusted by the National Geodetic Survey in June 1991..
 CK3171
 CK3171.The geoid height was determined by GEOID03.
 CK3171
 CK3171.The dynamic height is computed by dividing the NAVD 88
 CK3171.geopotential number by the normal gravity value computed on the
 CK3171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3171.degrees latitude (g = 980.6199 gals.).
 CK3171
 CK3171.The modeled gravity was interpolated from observed gravity values.
 CK3171
 CK3171;                    North         East    Units  Estimated Accuracy
 CK3171;SPC SC       -   129,630.      694,270.      MT  (+/- 180 meters Scaled)
 CK3171
 CK3171                          SUPERSEDED SURVEY CONTROL
 CK3171
 CK3171  NGVD 29 (03/21/89)   14.710  (m)           48.26   (f) ADJUSTED    1 2
 CK3171
 CK3171.Superseded values are not recommended for survey control.
 CK3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3171.See file dsdata.txt to determine how the superseded data were derived.
 CK3171
 CK3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS846515(NAD 83)
 CK3171_MARKER: DD = SURVEY DISK
 CK3171_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK3171_SP_SET: BRIDGE
 CK3171_STAMPING: VERT 8 189 1985
 CK3171_MARK LOGO: SCGS  
 CK3171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3171+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 CK3171
 CK3171  HISTORY     - Date     Condition        Report By
 CK3171  HISTORY     - 1985     MONUMENTED       SCGS
 CK3171  HISTORY     - 19970625 GOOD             USPSQD
 CK3171  HISTORY     - 20020827 GOOD             SCGS
 CK3171
 CK3171                          STATION DESCRIPTION
 CK3171
 CK3171'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3171'1.3 KM (0.8 MI) NE FROM LADSON.
 CK3171'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3171'ROAD) FROM THE LADSON POST OFFICE, THENCE 0.3 KILOMETER (0.2 MILE)
 CK3171'NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 1.2 KILOMETERS (0.75 MILE)
 CK3171'NORTHERLY ALONG COUNTY ROAD S-8-62 (COLLEGE PARK ROAD), SET IN THE
 CK3171'NORTH CORNER OF THE OVERPASS OF INTERSTATE 26.
 CK3171'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
 CK3171
 CK3171                          STATION RECOVERY (1997)
 CK3171
 CK3171'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK3171'RECOVERED IN GOOD CONDITION.
 CK3171
 CK3171                          STATION RECOVERY (2002)
 CK3171
 CK3171'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3171'STATION IS LOCATED IN THE NORTH WING WALL OF THE JUNCTION OVERPASS OF
 CK3171'INTERSTATE 26
 CK3171'(EXIT 203) AND STATE ROAD 62 (COLLEGE PARK ROAD), 1.3 MILES NORTHEAST
 CK3171'OF LADSON,
 CK3171'14.3 MILES SOUTH SOUTHWEST OF MONCKS CORNER. OWNERSHIP--SCDOT,
 CK3171'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3171'803-737-1350.
 CK3171'STATION IS A DISK SET INTO A DRILL HOLE IN THE WING WALL AND 0.5 FOOT
 CK3171'ABOVE ROAD 62, 3.8 FEET
 CK3171'SOUTHWEST OF THE NORTHWEST END OF THE WING WALL, 0.7 FOOT WEST OF THE
 CK3171'NORTH CORNER.
 CK3171'RECOVERED BY T. HALL.
 CK3171' 
 CK3171' 
 CK3171' 
 CK3171' 
 CK3171' 
 CK3171' 
 CK3171' 
 CK3171'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1630 ***********************************************************************
 DE1630  DESIGNATION -  8 190
 DE1630  PID         -  DE1630
 DE1630  STATE/COUNTY-  SC/BERKELEY
 DE1630  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1630
 DE1630                         *CURRENT SURVEY CONTROL
 DE1630  ___________________________________________________________________
 DE1630* NAD 83(1986)-  33 04 30.     (N)    080 06 09.     (W)     SCALED    
 DE1630* NAVD 88     -        24.648  (meters)      80.87   (feet)  ADJUSTED  
 DE1630  ___________________________________________________________________
 DE1630  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DE1630  DYNAMIC HT  -          24.621 (meters)      80.78  (feet)  COMP
 DE1630  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 DE1630
 DE1630  VERT ORDER  -  FIRST     CLASS II
 DE1630
 DE1630.The horizontal coordinates were scaled from a topographic map and have
 DE1630.an estimated accuracy of +/- 6 seconds.
 DE1630
 DE1630.The orthometric height was determined by differential leveling
 DE1630.and adjusted by the National Geodetic Survey in June 1991..
 DE1630
 DE1630.The geoid height was determined by GEOID03.
 DE1630
 DE1630.The dynamic height is computed by dividing the NAVD 88
 DE1630.geopotential number by the normal gravity value computed on the
 DE1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1630.degrees latitude (g = 980.6199 gals.).
 DE1630
 DE1630.The modeled gravity was interpolated from observed gravity values.
 DE1630
 DE1630;                    North         East    Units  Estimated Accuracy
 DE1630;SPC SC       -   138,060.      693,390.      MT  (+/- 180 meters Scaled)
 DE1630
 DE1630                          SUPERSEDED SURVEY CONTROL
 DE1630
 DE1630  NGVD 29 (03/21/89)   24.944  (m)           81.84   (f) ADJUSTED    1 2
 DE1630
 DE1630.Superseded values are not recommended for survey control.
 DE1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1630.See file dsdata.txt to determine how the superseded data were derived.
 DE1630
 DE1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS837599(NAD 83)
 DE1630_MARKER: DB = BENCH MARK DISK
 DE1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1630_SP_SET: CONCRETE POST
 DE1630_STAMPING: VERT 8 190 1985
 DE1630_MARK LOGO: SCGS  
 DE1630_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1630
 DE1630  HISTORY     - Date     Condition        Report By
 DE1630  HISTORY     - 1985     MONUMENTED       SCGS
 DE1630  HISTORY     - 19970625 GOOD             USPSQD
 DE1630
 DE1630                          STATION DESCRIPTION
 DE1630
 DE1630'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1630'1.5 KM (0.95 MI) NW FROM CARNES CROSSROAD.
 DE1630'1.5 KILOMETERS (0.95 MILE) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1630'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE AT CARNES CROSSROAD, SET
 DE1630'NEAR A POWER POLE IN THE NORTH ANGLE OF THE INTERSECTION OF COUNTY
 DE1630'ROAD S-8-867, 21.45 METERS (70.37 FEET) EAST-NORTHEAST OF THE
 DE1630'CENTERLINE OF HIGHWAY 176, 18.45 METERS (60.53 FEET) NORTH-NORTHWEST
 DE1630'OF THE APPROXIMATE CENTER OF THE COUNTY ROAD, 3.8 METERS (12.47 FEET)
 DE1630'SOUTH-SOUTHEAST OF A BLAZED 12-INCH PINE TREE, 1.12 METERS (3.67 FEET)
 DE1630'EAST-NORTHEAST OF THE POWER POLE, 65.4 METERS (214.57 FEET) SOUTHWEST
 DE1630'OF THE SOUTH CORNER OF A SMALL CHURCH (CHAPARRAL BAPTIST).
 DE1630'THE MARK IS 1.45 METERS  SSE FROM A WITNESS POST.
 DE1630'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1630
 DE1630                          STATION RECOVERY (1997)
 DE1630
 DE1630'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1631 ***********************************************************************
 DE1631  DESIGNATION -  8 191
 DE1631  PID         -  DE1631
 DE1631  STATE/COUNTY-  SC/BERKELEY
 DE1631  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1631
 DE1631                         *CURRENT SURVEY CONTROL
 DE1631  ___________________________________________________________________
 DE1631* NAD 83(1986)-  33 05 21.     (N)    080 06 50.     (W)     SCALED    
 DE1631* NAVD 88     -        25.462  (meters)      83.54   (feet)  ADJUSTED  
 DE1631  ___________________________________________________________________
 DE1631  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DE1631  DYNAMIC HT  -          25.435 (meters)      83.45  (feet)  COMP
 DE1631  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DE1631
 DE1631  VERT ORDER  -  FIRST     CLASS II
 DE1631
 DE1631.The horizontal coordinates were scaled from a topographic map and have
 DE1631.an estimated accuracy of +/- 6 seconds.
 DE1631
 DE1631.The orthometric height was determined by differential leveling
 DE1631.and adjusted by the National Geodetic Survey in June 1991..
 DE1631
 DE1631.The geoid height was determined by GEOID03.
 DE1631
 DE1631.The dynamic height is computed by dividing the NAVD 88
 DE1631.geopotential number by the normal gravity value computed on the
 DE1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1631.degrees latitude (g = 980.6199 gals.).
 DE1631
 DE1631.The modeled gravity was interpolated from observed gravity values.
 DE1631
 DE1631;                    North         East    Units  Estimated Accuracy
 DE1631;SPC SC       -   139,630.      692,310.      MT  (+/- 180 meters Scaled)
 DE1631
 DE1631                          SUPERSEDED SURVEY CONTROL
 DE1631
 DE1631  NGVD 29 (03/21/89)   25.758  (m)           84.51   (f) ADJUSTED    1 2
 DE1631
 DE1631.Superseded values are not recommended for survey control.
 DE1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1631.See file dsdata.txt to determine how the superseded data were derived.
 DE1631
 DE1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS826615(NAD 83)
 DE1631_MARKER: DB = BENCH MARK DISK
 DE1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1631_SP_SET: CONCRETE POST
 DE1631_STAMPING: VERT 8 191 1985
 DE1631_MARK LOGO: SCGS  
 DE1631_PROJECTION: FLUSH
 DE1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1631
 DE1631  HISTORY     - Date     Condition        Report By
 DE1631  HISTORY     - 1985     MONUMENTED       SCGS
 DE1631  HISTORY     - 19970625 GOOD             USPSQD
 DE1631
 DE1631                          STATION DESCRIPTION
 DE1631
 DE1631'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1631'3.45 KM (2.15 MI) NW FROM CARNES CROSSROAD.
 DE1631'3.45 KILOMETERS (2.15 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1631'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE AT CARNES CROSSROAD, SET
 DE1631'NEAR A POWER POLE WITH A STREET LIGHT ON THE NORTH SIDE OF GETHSEMANE
 DE1631'CHURCH, 81.3 METERS (266.73 FEET) EAST-NORTHEAST OF THE CENTERLINE OF
 DE1631'HIGHWAY 176, 82.95 METERS (272.15 FEET) NORTH-NORTHEAST OF THE NORTH
 DE1631'CORNER OF A CONCRETE APRON USED FOR A BASKETBALL COURT, 24.33 METERS
 DE1631'(79.82 FEET) NORTH-NORTHWEST OF THE WEST CORNER OF THE CHURCH,
 DE1631'15.5 METERS (50.85 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE EDGE OF A
 DE1631'TIMBER LINE, 1.5 METERS (4.92 FEET) WEST-NORTHWEST OF THE POWER POLE.
 DE1631'THE MARK IS 1.80 METERS  SSW FROM A WITNESS POST.
 DE1631
 DE1631                          STATION RECOVERY (1997)
 DE1631
 DE1631'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1632 ***********************************************************************
 DE1632  DESIGNATION -  8 192
 DE1632  PID         -  DE1632
 DE1632  STATE/COUNTY-  SC/BERKELEY
 DE1632  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1632
 DE1632                         *CURRENT SURVEY CONTROL
 DE1632  ___________________________________________________________________
 DE1632* NAD 83(1986)-  33 05 55.     (N)    080 07 20.     (W)     SCALED    
 DE1632* NAVD 88     -        26.948  (meters)      88.41   (feet)  ADJUSTED  
 DE1632  ___________________________________________________________________
 DE1632  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DE1632  DYNAMIC HT  -          26.919 (meters)      88.32  (feet)  COMP
 DE1632  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 DE1632
 DE1632  VERT ORDER  -  FIRST     CLASS II
 DE1632
 DE1632.The horizontal coordinates were scaled from a topographic map and have
 DE1632.an estimated accuracy of +/- 6 seconds.
 DE1632
 DE1632.The orthometric height was determined by differential leveling
 DE1632.and adjusted by the National Geodetic Survey in June 1991..
 DE1632
 DE1632.The geoid height was determined by GEOID03.
 DE1632
 DE1632.The dynamic height is computed by dividing the NAVD 88
 DE1632.geopotential number by the normal gravity value computed on the
 DE1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1632.degrees latitude (g = 980.6199 gals.).
 DE1632
 DE1632.The modeled gravity was interpolated from observed gravity values.
 DE1632
 DE1632;                    North         East    Units  Estimated Accuracy
 DE1632;SPC SC       -   140,670.      691,530.      MT  (+/- 180 meters Scaled)
 DE1632
 DE1632                          SUPERSEDED SURVEY CONTROL
 DE1632
 DE1632  NGVD 29 (03/21/89)   27.244  (m)           89.38   (f) ADJUSTED    1 2
 DE1632
 DE1632.Superseded values are not recommended for survey control.
 DE1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1632.See file dsdata.txt to determine how the superseded data were derived.
 DE1632
 DE1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS819625(NAD 83)
 DE1632_MARKER: DB = BENCH MARK DISK
 DE1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1632_SP_SET: CONCRETE POST
 DE1632_STAMPING: VERT 8 192 1985
 DE1632_MARK LOGO: SCGS  
 DE1632_PROJECTION: FLUSH
 DE1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1632
 DE1632  HISTORY     - Date     Condition        Report By
 DE1632  HISTORY     - 1985     MONUMENTED       SCGS
 DE1632  HISTORY     - 19970625 GOOD             USPSQD
 DE1632
 DE1632                          STATION DESCRIPTION
 DE1632
 DE1632'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1632'4.75 KM (2.95 MI) NW FROM CARNES CROSSROAD.
 DE1632'4.75 KILOMETERS (2.95 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1632'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE AT CARNES CROSSROAD, SET
 DE1632'NEAR A POWER POLE ON THE NORTH SIDE OF A ONE-STORY HOUSE, 16.5 METERS
 DE1632'(54.13 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 24.95 METERS
 DE1632'(81.86 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE SOUTHERN
 DE1632'MOST DRIVE, 13.42 METERS (44.03 FEET) NORTH-NORTHEAST OF THE NORTH
 DE1632'CORNER OF THE HOUSE, 5.2 METERS (17.06 FEET) SOUTH-SOUTHEAST OF THE
 DE1632'APPROXIMATE CENTER OF THE NORTHERN MOST DRIVE, 1.1 METERS (3.61 FEET)
 DE1632'SOUTH-SOUTHWEST OF THE POWER POLE.
 DE1632'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1632
 DE1632                          STATION RECOVERY (1997)
 DE1632
 DE1632'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1633 ***********************************************************************
 DE1633  DESIGNATION -  8 193
 DE1633  PID         -  DE1633
 DE1633  STATE/COUNTY-  SC/BERKELEY
 DE1633  USGS QUAD   -  SUMMERVILLE (1990)
 DE1633
 DE1633                         *CURRENT SURVEY CONTROL
 DE1633  ___________________________________________________________________
 DE1633* NAD 83(1986)-  33 06 40.     (N)    080 08 00.     (W)     SCALED    
 DE1633* NAVD 88     -        25.846  (meters)      84.80   (feet)  ADJUSTED  
 DE1633  ___________________________________________________________________
 DE1633  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DE1633  DYNAMIC HT  -          25.818 (meters)      84.70  (feet)  COMP
 DE1633  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DE1633
 DE1633  VERT ORDER  -  FIRST     CLASS II
 DE1633
 DE1633.The horizontal coordinates were scaled from a topographic map and have
 DE1633.an estimated accuracy of +/- 6 seconds.
 DE1633
 DE1633.The orthometric height was determined by differential leveling
 DE1633.and adjusted by the National Geodetic Survey in June 1991..
 DE1633
 DE1633.The geoid height was determined by GEOID03.
 DE1633
 DE1633.The dynamic height is computed by dividing the NAVD 88
 DE1633.geopotential number by the normal gravity value computed on the
 DE1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1633.degrees latitude (g = 980.6199 gals.).
 DE1633
 DE1633.The modeled gravity was interpolated from observed gravity values.
 DE1633
 DE1633;                    North         East    Units  Estimated Accuracy
 DE1633;SPC SC       -   142,040.      690,480.      MT  (+/- 180 meters Scaled)
 DE1633
 DE1633                          SUPERSEDED SURVEY CONTROL
 DE1633
 DE1633  NGVD 29 (03/21/89)   26.142  (m)           85.77   (f) ADJUSTED    1 2
 DE1633
 DE1633.Superseded values are not recommended for survey control.
 DE1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1633.See file dsdata.txt to determine how the superseded data were derived.
 DE1633
 DE1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS808639(NAD 83)
 DE1633_MARKER: DB = BENCH MARK DISK
 DE1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1633_SP_SET: CONCRETE POST
 DE1633_STAMPING: VERT 8 193 1985
 DE1633_MARK LOGO: SCGS  
 DE1633_PROJECTION: FLUSH
 DE1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1633
 DE1633  HISTORY     - Date     Condition        Report By
 DE1633  HISTORY     - 1985     MONUMENTED       SCGS
 DE1633  HISTORY     - 19970625 GOOD             USPSQD
 DE1633
 DE1633                          STATION DESCRIPTION
 DE1633
 DE1633'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1633'6.5 KM (4.05 MI) NW FROM CARNES CROSSROAD.
 DE1633'6.5 KILOMETERS (4.05 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1633'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE AT CARNES CROSSROAD, SET
 DE1633'BETWEEN A POWER POLE AND A TELEPHONE JUNCTION BOX IN THE SOUTH ANGLE
 DE1633'OF THE INTERSECTION OF A GRAVEL DRIVE LEADING TO A TWO-STORY BRICK
 DE1633'HOUSE, 75.3 METERS (247.05 FEET) EAST-SOUTHEAST OF THE SOUTHEAST
 DE1633'CORNER OF A DOUBLE WIDE MOBILE HOME WITH A BRICK FOUNDATION,
 DE1633'15.7 METERS (51.51 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 DE1633'0.77 METER (2.53 FEET) SOUTH OF THE POWER POLE, 1.42 METERS (4.66
 DE1633'FEET) NORTHWEST OF TELEPHONE JUNCTION BOX NUMBER AA417, 6.35 METERS
 DE1633'(20.83 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL
 DE1633'DRIVE.
 DE1633'THE MARK IS 1.40 METERS  NW FROM A WITNESS POST.
 DE1633'THE MARK IS 0.30 M BELOW HIGHWAY.
 DE1633
 DE1633                          STATION RECOVERY (1997)
 DE1633
 DE1633'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1634 ***********************************************************************
 DE1634  DESIGNATION -  8 194
 DE1634  PID         -  DE1634
 DE1634  STATE/COUNTY-  SC/BERKELEY
 DE1634  USGS QUAD   -  SUMMERVILLE (1990)
 DE1634
 DE1634                         *CURRENT SURVEY CONTROL
 DE1634  ___________________________________________________________________
 DE1634* NAD 83(1986)-  33 07 24.     (N)    080 08 33.     (W)     SCALED    
 DE1634* NAVD 88     -        22.371  (meters)      73.40   (feet)  ADJUSTED  
 DE1634  ___________________________________________________________________
 DE1634  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DE1634  DYNAMIC HT  -          22.347 (meters)      73.32  (feet)  COMP
 DE1634  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 DE1634
 DE1634  VERT ORDER  -  FIRST     CLASS II
 DE1634
 DE1634.The horizontal coordinates were scaled from a topographic map and have
 DE1634.an estimated accuracy of +/- 6 seconds.
 DE1634
 DE1634.The orthometric height was determined by differential leveling
 DE1634.and adjusted by the National Geodetic Survey in June 1991..
 DE1634
 DE1634.The geoid height was determined by GEOID03.
 DE1634
 DE1634.The dynamic height is computed by dividing the NAVD 88
 DE1634.geopotential number by the normal gravity value computed on the
 DE1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1634.degrees latitude (g = 980.6199 gals.).
 DE1634
 DE1634.The modeled gravity was interpolated from observed gravity values.
 DE1634
 DE1634;                    North         East    Units  Estimated Accuracy
 DE1634;SPC SC       -   143,390.      689,610.      MT  (+/- 180 meters Scaled)
 DE1634
 DE1634                          SUPERSEDED SURVEY CONTROL
 DE1634
 DE1634  NGVD 29 (03/21/89)   22.667  (m)           74.37   (f) ADJUSTED    1 2
 DE1634
 DE1634.Superseded values are not recommended for survey control.
 DE1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1634.See file dsdata.txt to determine how the superseded data were derived.
 DE1634
 DE1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS799652(NAD 83)
 DE1634_MARKER: DB = BENCH MARK DISK
 DE1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1634_SP_SET: CONCRETE POST
 DE1634_STAMPING: VERT 8 194 1985
 DE1634_MARK LOGO: SCGS  
 DE1634_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1634
 DE1634  HISTORY     - Date     Condition        Report By
 DE1634  HISTORY     - 1985     MONUMENTED       SCGS
 DE1634  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 DE1634
 DE1634                          STATION DESCRIPTION
 DE1634
 DE1634'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1634'8.1 KM (5.05 MI) NW FROM CARNES CROSSROAD.
 DE1634'8.1 KILOMETERS (5.05 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1634'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE AT CARNES CROSSROAD, SET
 DE1634'NEAR A POWER POLE ACROSS THE HIGHWAY FROM A ONE-STORY CINDER BLOCK
 DE1634'HOUSE, 15.72 METERS (51.57 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF
 DE1634'HIGHWAY, 6.0 METERS (19.69 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 DE1634'CENTER OF A FIELD ENTRANCE ROAD, 1.49 METERS (4.89 FEET)
 DE1634'EAST-SOUTHEAST OF POWER POLE NUMBER 162A, 1.8 METERS (5.91 FEET)
 DE1634'EAST-NORTHEAST OF A WIRE FENCE.
 DE1634'THE MARK IS 0.35 METERS  ENE FROM A WITNESS POST.
 DE1634'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1634
 DE1634                          STATION RECOVERY (1997)
 DE1634
 DE1634'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1635 ***********************************************************************
 DE1635  DESIGNATION -  8 195
 DE1635  PID         -  DE1635
 DE1635  STATE/COUNTY-  SC/BERKELEY
 DE1635  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1635
 DE1635                         *CURRENT SURVEY CONTROL
 DE1635  ___________________________________________________________________
 DE1635* NAD 83(1986)-  33 07 58.     (N)    080 09 00.     (W)     SCALED    
 DE1635* NAVD 88     -        20.007  (meters)      65.64   (feet)  ADJUSTED  
 DE1635  ___________________________________________________________________
 DE1635  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DE1635  DYNAMIC HT  -          19.985 (meters)      65.57  (feet)  COMP
 DE1635  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DE1635
 DE1635  VERT ORDER  -  FIRST     CLASS II
 DE1635
 DE1635.The horizontal coordinates were scaled from a topographic map and have
 DE1635.an estimated accuracy of +/- 6 seconds.
 DE1635
 DE1635.The orthometric height was determined by differential leveling
 DE1635.and adjusted by the National Geodetic Survey in June 1991..
 DE1635
 DE1635.The geoid height was determined by GEOID03.
 DE1635
 DE1635.The dynamic height is computed by dividing the NAVD 88
 DE1635.geopotential number by the normal gravity value computed on the
 DE1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1635.degrees latitude (g = 980.6199 gals.).
 DE1635
 DE1635.The modeled gravity was interpolated from observed gravity values.
 DE1635
 DE1635;                    North         East    Units  Estimated Accuracy
 DE1635;SPC SC       -   144,430.      688,900.      MT  (+/- 180 meters Scaled)
 DE1635
 DE1635                          SUPERSEDED SURVEY CONTROL
 DE1635
 DE1635  NGVD 29 (03/21/89)   20.303  (m)           66.61   (f) ADJUSTED    1 2
 DE1635
 DE1635.Superseded values are not recommended for survey control.
 DE1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1635.See file dsdata.txt to determine how the superseded data were derived.
 DE1635
 DE1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS792663(NAD 83)
 DE1635_MARKER: DB = BENCH MARK DISK
 DE1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1635_SP_SET: CONCRETE POST
 DE1635_STAMPING: VERT 8 195 1985
 DE1635_MARK LOGO: SCGS  
 DE1635_PROJECTION: FLUSH
 DE1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1635
 DE1635  HISTORY     - Date     Condition        Report By
 DE1635  HISTORY     - 1985     MONUMENTED       SCGS
 DE1635  HISTORY     - 19970625 GOOD             USPSQD
 DE1635
 DE1635                          STATION DESCRIPTION
 DE1635
 DE1635'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1635'9.4 KM (5.85 MI) NW FROM CARNES CROSSROAD.
 DE1635'9.4 KILOMETERS (5.85 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1635'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE AT CARNES CROSSROAD, SET
 DE1635'NEAR A POWER POLE WITH A TELEPHONE JUNCTION BOX AT THE INTERSECTION OF
 DE1635'A SAND ROAD LEADING SOUTHWEST, 0.62 METER (2.03 FEET) WEST-SOUTHWEST
 DE1635'OF THE POWER POLE AND TELEPHONE JUNCTION BOX, 16.4 METERS (53.81 FEET)
 DE1635'WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 8.1 METERS (26.57 FEET)
 DE1635'NORTH-NORTHEAST OF A LONE 40-INCH OAK TREE, 11.4 METERS (37.4 FEET)
 DE1635'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 DE1635'14.25 METERS (46.75 FEET) NORTH OF THE NORTH CORNER OF A CINDER BLOCK
 DE1635'PORCH FOR A MOBILE HOME (RESIDENCE OF WILLIAM H. WARD), 6.65 METERS
 DE1635'(21.82 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVE
 DE1635'LEADING TO THE WARD RESIDENCE.
 DE1635'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1635
 DE1635                          STATION RECOVERY (1997)
 DE1635
 DE1635'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1599 ***********************************************************************
 DE1599  DESIGNATION -  8 196
 DE1599  PID         -  DE1599
 DE1599  STATE/COUNTY-  SC/BERKELEY
 DE1599  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1599
 DE1599                         *CURRENT SURVEY CONTROL
 DE1599  ___________________________________________________________________
 DE1599* NAD 83(1986)-  33 08 33.     (N)    080 09 39.     (W)     SCALED    
 DE1599* NAVD 88     -        20.022  (meters)      65.69   (feet)  ADJUSTED  
 DE1599  ___________________________________________________________________
 DE1599  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DE1599  DYNAMIC HT  -          20.000 (meters)      65.62  (feet)  COMP
 DE1599  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DE1599
 DE1599  VERT ORDER  -  FIRST     CLASS II
 DE1599
 DE1599.The horizontal coordinates were scaled from a topographic map and have
 DE1599.an estimated accuracy of +/- 6 seconds.
 DE1599
 DE1599.The orthometric height was determined by differential leveling
 DE1599.and adjusted by the National Geodetic Survey in June 1991..
 DE1599
 DE1599.The geoid height was determined by GEOID03.
 DE1599
 DE1599.The dynamic height is computed by dividing the NAVD 88
 DE1599.geopotential number by the normal gravity value computed on the
 DE1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1599.degrees latitude (g = 980.6199 gals.).
 DE1599
 DE1599.The modeled gravity was interpolated from observed gravity values.
 DE1599
 DE1599;                    North         East    Units  Estimated Accuracy
 DE1599;SPC SC       -   145,500.      687,880.      MT  (+/- 180 meters Scaled)
 DE1599
 DE1599                          SUPERSEDED SURVEY CONTROL
 DE1599
 DE1599  NGVD 29 (03/21/89)   20.318  (m)           66.66   (f) ADJUSTED    1 2
 DE1599
 DE1599.Superseded values are not recommended for survey control.
 DE1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1599.See file dsdata.txt to determine how the superseded data were derived.
 DE1599
 DE1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS782673(NAD 83)
 DE1599_MARKER: DB = BENCH MARK DISK
 DE1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1599_SP_SET: CONCRETE POST
 DE1599_STAMPING: VERT 8 196 1985
 DE1599_MARK LOGO: SCGS  
 DE1599_PROJECTION: FLUSH
 DE1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1599
 DE1599  HISTORY     - Date     Condition        Report By
 DE1599  HISTORY     - 1985     MONUMENTED       SCGS
 DE1599  HISTORY     - 19970618 GOOD             USPSQD
 DE1599
 DE1599                          STATION DESCRIPTION
 DE1599
 DE1599'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1599'10.85 KM (6.75 MI) NW FROM CARNES CROSSROAD.
 DE1599'10.85 KILOMETERS (6.75 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM
 DE1599'THE INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE AT CARNES CROSSROAD, SET
 DE1599'NEAR TWO 12-INCH TWIN TRUNK SWEET GUM TREES IN THE NORTHWEST ANGLE OF
 DE1599'THE INTERSECTION OF COUNTY ROAD S-8-291, 59.85 METERS (196.36 FEET)
 DE1599'NORTH-NORTHWEST OF THE EAST CORNER OF HARVEYS SUPER MARKET STORE,
 DE1599'24.45 METERS (80.22 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DE1599'10.8 METERS (35.43 FEET) WEST OF THE APPROXIMATE CENTER OF COUNTY
 DE1599'ROAD, 1.85 METERS (6.07 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DE1599'CENTER OF THE TWO TWIN TRUNK SWEET GUM TREES, 11.1 METERS (36.42 FEET)
 DE1599'EAST-NORTHEAST OF TELEPHONE JUNCTION BOX AAA0.
 DE1599'THE MARK IS 1.85 METERS  SSW FROM A WITNESS POST.
 DE1599'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DE1599
 DE1599                          STATION RECOVERY (1997)
 DE1599
 DE1599'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1600 ***********************************************************************
 DE1600  DESIGNATION -  8 197
 DE1600  PID         -  DE1600
 DE1600  STATE/COUNTY-  SC/BERKELEY
 DE1600  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1600
 DE1600                         *CURRENT SURVEY CONTROL
 DE1600  ___________________________________________________________________
 DE1600* NAD 83(1986)-  33 07 56.     (N)    080 10 05.     (W)     SCALED    
 DE1600* NAVD 88     -        20.503  (meters)      67.27   (feet)  ADJUSTED  
 DE1600  ___________________________________________________________________
 DE1600  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DE1600  DYNAMIC HT  -          20.481 (meters)      67.19  (feet)  COMP
 DE1600  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DE1600
 DE1600  VERT ORDER  -  FIRST     CLASS II
 DE1600
 DE1600.The horizontal coordinates were scaled from a topographic map and have
 DE1600.an estimated accuracy of +/- 6 seconds.
 DE1600
 DE1600.The orthometric height was determined by differential leveling
 DE1600.and adjusted by the National Geodetic Survey in June 1991..
 DE1600
 DE1600.The geoid height was determined by GEOID03.
 DE1600
 DE1600.The dynamic height is computed by dividing the NAVD 88
 DE1600.geopotential number by the normal gravity value computed on the
 DE1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1600.degrees latitude (g = 980.6199 gals.).
 DE1600
 DE1600.The modeled gravity was interpolated from observed gravity values.
 DE1600
 DE1600;                    North         East    Units  Estimated Accuracy
 DE1600;SPC SC       -   144,360.      687,220.      MT  (+/- 180 meters Scaled)
 DE1600
 DE1600                          SUPERSEDED SURVEY CONTROL
 DE1600
 DE1600  NGVD 29 (03/21/89)   20.800  (m)           68.24   (f) ADJUSTED    1 2
 DE1600
 DE1600.Superseded values are not recommended for survey control.
 DE1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1600.See file dsdata.txt to determine how the superseded data were derived.
 DE1600
 DE1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS776662(NAD 83)
 DE1600_MARKER: DB = BENCH MARK DISK
 DE1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1600_SP_SET: CONCRETE POST
 DE1600_STAMPING: VERT 8 197 1985
 DE1600_MARK LOGO: SCGS  
 DE1600_PROJECTION: FLUSH
 DE1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1600
 DE1600  HISTORY     - Date     Condition        Report By
 DE1600  HISTORY     - 1985     MONUMENTED       SCGS
 DE1600  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 DE1600
 DE1600                          STATION DESCRIPTION
 DE1600
 DE1600'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1600'9.4 KM (5.85 MI) NW FROM CARNES CROSSROAD.
 DE1600'10.8 KILOMETERS (6.7 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1600'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE
 DE1600'1.35 KILOMETERS (0.85 MILE) SOUTHWEST ALONG COUNTY ROAD S-8-16, SET
 DE1600'INSIDE OF A WOODEN FENCE IN THE WEST CORNER OF THE YARD OF A LARGE
 DE1600'TWO-STORY HOUSE, 10.85 METERS (35.6 FEET) SOUTHEAST OF THE CENTERLINE
 DE1600'OF THE COUNTY ROAD, 41.09 METERS (134.81 FEET) WEST-NORTHWEST OF THE
 DE1600'SOUTH CORNER OF THE HOUSE, 6.7 METERS (21.98 FEET) SOUTHWEST OF THE
 DE1600'APPROXIMATE CENTER OF THE SOUTHWESTERN MOST DRIVE TO THE HOUSE,
 DE1600'1.15 METERS (3.77 FEET) EAST OF THE FENCE CORNER, 24.8 METERS (81.36
 DE1600'FEET) EAST-SOUTHEAST OF A POWER POLE, 36.1 METERS (118.44 FEET)
 DE1600'WEST-SOUTHWEST OF THE NORTH CORNER OF THE HOUSE.
 DE1600'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1600
 DE1600                          STATION RECOVERY (1997)
 DE1600
 DE1600'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1601 ***********************************************************************
 DE1601  DESIGNATION -  8 198
 DE1601  PID         -  DE1601
 DE1601  STATE/COUNTY-  SC/BERKELEY
 DE1601  USGS QUAD   -  SUMMERVILLE (1990)
 DE1601
 DE1601                         *CURRENT SURVEY CONTROL
 DE1601  ___________________________________________________________________
 DE1601* NAD 83(1986)-  33 07 10.     (N)    080 10 44.     (W)     SCALED    
 DE1601* NAVD 88     -        14.701  (meters)      48.23   (feet)  ADJUSTED  
 DE1601  ___________________________________________________________________
 DE1601  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DE1601  DYNAMIC HT  -          14.685 (meters)      48.18  (feet)  COMP
 DE1601  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 DE1601
 DE1601  VERT ORDER  -  FIRST     CLASS II
 DE1601
 DE1601.The horizontal coordinates were scaled from a topographic map and have
 DE1601.an estimated accuracy of +/- 6 seconds.
 DE1601
 DE1601.The orthometric height was determined by differential leveling
 DE1601.and adjusted by the National Geodetic Survey in June 1991..
 DE1601
 DE1601.The geoid height was determined by GEOID03.
 DE1601
 DE1601.The dynamic height is computed by dividing the NAVD 88
 DE1601.geopotential number by the normal gravity value computed on the
 DE1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1601.degrees latitude (g = 980.6199 gals.).
 DE1601
 DE1601.The modeled gravity was interpolated from observed gravity values.
 DE1601
 DE1601;                    North         East    Units  Estimated Accuracy
 DE1601;SPC SC       -   142,930.      686,220.      MT  (+/- 180 meters Scaled)
 DE1601
 DE1601                          SUPERSEDED SURVEY CONTROL
 DE1601
 DE1601  NGVD 29 (03/21/89)   14.997  (m)           49.20   (f) ADJUSTED    1 2
 DE1601
 DE1601.Superseded values are not recommended for survey control.
 DE1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1601.See file dsdata.txt to determine how the superseded data were derived.
 DE1601
 DE1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS766648(NAD 83)
 DE1601_MARKER: DB = BENCH MARK DISK
 DE1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1601_SP_SET: CONCRETE POST
 DE1601_STAMPING: VERT 8 198 1985
 DE1601_MARK LOGO: SCGS  
 DE1601_PROJECTION: FLUSH
 DE1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1601
 DE1601  HISTORY     - Date     Condition        Report By
 DE1601  HISTORY     - 1985     MONUMENTED       SCGS
 DE1601  HISTORY     - 19970618 GOOD             USPSQD
 DE1601
 DE1601                          STATION DESCRIPTION
 DE1601
 DE1601'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1601'8.2 KM (5.1 MI) NE FROM JEDBURG.
 DE1601'10.8 KILOMETERS (6.7 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1601'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE
 DE1601'3.0 KILOMETERS (1.9 MILES) SOUTHWEST ALONG COUNTY ROAD S-8-16, SET
 DE1601'NEAR A TWIN TRUNK HICKORY TREE IN THE EAST CORNER OF THE YARD OF A
 DE1601'ONE-STORY BRICK HOUSE, 9.75 METERS (31.99 FEET) WEST-NORTHWEST OF THE
 DE1601'CENTERLINE OF THE COUNTY ROAD, 13.05 METERS (42.81 FEET)
 DE1601'SOUTH-SOUTHWEST OF A POWER POLE, 4.55 METERS (14.93 FEET)
 DE1601'EAST-SOUTHEAST OF THE HICKORY TREE, 15.94 METERS (52.3 FEET)
 DE1601'EAST-NORTHEAST OF THE EAST CORNER OF THE HOUSE, 11.6 METERS (38.06
 DE1601'FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVE TO THE
 DE1601'HOUSE.
 DE1601'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
 DE1601
 DE1601                          STATION RECOVERY (1997)
 DE1601
 DE1601'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1602 ***********************************************************************
 DE1602  HT_MOD      -  This is a Height Modernization Survey Station.
 DE1602  DESIGNATION -  8 199
 DE1602  PID         -  DE1602
 DE1602  STATE/COUNTY-  SC/BERKELEY
 DE1602  USGS QUAD   -  SUMMERVILLE (1990)
 DE1602
 DE1602                         *CURRENT SURVEY CONTROL
 DE1602  ___________________________________________________________________
 DE1602* NAD 83(2001)-  33 06 23.70534(N)    080 11 19.59146(W)     ADJUSTED  
 DE1602* NAVD 88     -        20.46   (meters)      67.1    (feet)  GPS OBS   
 DE1602  ___________________________________________________________________
 DE1602  X           -     911,315.786 (meters)                     COMP
 DE1602  Y           -  -5,269,800.269 (meters)                     COMP
 DE1602  Z           -   3,463,859.932 (meters)                     COMP
 DE1602  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DE1602  ELLIP HEIGHT-         -11.90  (meters)          (10/16/03) GPS OBS
 DE1602  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DE1602  DYNAMIC HT  -          20.44  (meters)      67.1   (feet)  COMP
 DE1602  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DE1602
 DE1602  HORZ ORDER  -  FIRST
 DE1602  VERT ORDER  -  FIRST     CLASS II (See Below)
 DE1602  ELLP ORDER  -  FOURTH    CLASS II
 DE1602
 DE1602.The horizontal coordinates were established by GPS observations
 DE1602.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DE1602
 DE1602.The orthometric height was determined by GPS observations and a
 DE1602.high-resolution geoid model using precise GPS observation and
 DE1602.processing techniques. It supersedes the leveled height previously
 DE1602.determined for this station.
 DE1602.The vertical order pertains to the first NAVD 88 superseded value.
 DE1602
 DE1602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1602
 DE1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1602
 DE1602.The ellipsoidal height was determined by GPS observations
 DE1602.and is referenced to NAD 83.
 DE1602
 DE1602.The geoid height was determined by GEOID03.
 DE1602
 DE1602.The dynamic height is computed by dividing the NAVD 88
 DE1602.geopotential number by the normal gravity value computed on the
 DE1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1602.degrees latitude (g = 980.6199 gals.).
 DE1602
 DE1602.The modeled gravity was interpolated from observed gravity values.
 DE1602
 DE1602;                    North         East     Units Scale Factor Converg.
 DE1602;SPC SC       -   141,498.833   685,307.487   MT  0.99984156   +0 26 59.1
 DE1602;SPC SC       -   464,235.02  2,248,384.14   iFT  0.99984156   +0 26 59.1
 DE1602;UTM  17      - 3,663,395.733   575,691.002   MT  0.99967064   +0 26 35.2
 DE1602
 DE1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1602!SPC SC       -   1.00000187  x   0.99984156  =   0.99984343
 DE1602!UTM  17      -   1.00000187  x   0.99967064  =   0.99967251
 DE1602
 DE1602                          SUPERSEDED SURVEY CONTROL
 DE1602
 DE1602  NAD 83(1986)-  33 06 23.71570(N)    080 11 19.59439(W) AD(       ) 1
 DE1602  NAVD 88 (06/15/91)   20.433  (m)           67.04   (f) ADJUSTED    1 2
 DE1602  NGVD 29 (03/21/89)   20.729  (m)           68.01   (f) ADJUSTED    1 2
 DE1602
 DE1602.Superseded values are not recommended for survey control.
 DE1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1602.See file dsdata.txt to determine how the superseded data were derived.
 DE1602
 DE1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS7569163396(NAD 83)
 DE1602_MARKER: DD = SURVEY DISK
 DE1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1602_SP_SET: CONCRETE POST
 DE1602_STAMPING: VERT 8 199 1985
 DE1602_MARK LOGO: SCGS  
 DE1602_PROJECTION: RECESSED 5 CENTIMETERS
 DE1602_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1602+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 DE1602
 DE1602  HISTORY     - Date     Condition        Report By
 DE1602  HISTORY     - 1985     MONUMENTED       SCGS
 DE1602  HISTORY     - 19970618 GOOD             USPSQD
 DE1602  HISTORY     - 20020909 GOOD             SCGS
 DE1602  HISTORY     - 20040105 GOOD             SCGS
 DE1602
 DE1602                          STATION DESCRIPTION
 DE1602
 DE1602'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1602'6.4 KM (4.0 MI) NE FROM JEDBURG G.
 DE1602'10.8 KILOMETERS (6.7 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1602'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE
 DE1602'4.8 KILOMETERS (3.0 MILE) SOUTHWEST ALONG COUNTY ROAD S-8-16, SET NEAR
 DE1602'A POWER POLE BETWEEN A CINDER BLOCK BUILDING AND THE NEW HOPE
 DE1602'METHODIST CHURCH, 53.55 METERS (175.69 FEET) WEST-NORTHWEST OF THE
 DE1602'CENTERLINE OF THE COUNTY ROAD, 28.25 METERS (92.68 FEET)
 DE1602'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 17.15 METERS
 DE1602'(56.27 FEET) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CINDER
 DE1602'BLOCK BUILDING, 30.52 METERS (100.13 FEET) WEST-SOUTHWEST OF A
 DE1602'HEADSTONE (WEST), 1.2 METERS (3.94 FEET) NORTH-NORTHEAST OF THE POWER
 DE1602'POLE, 3.1 METERS (10.17 FEET) EAST-SOUTHEAST OF A CHAIN LINK FENCE
 DE1602'THAT SURROUNDS A SMALL PLAY GROUND.
 DE1602'THE MARK IS 1.05 METERS  NNE FROM A WITNESS POST.
 DE1602
 DE1602                          STATION RECOVERY (1997)
 DE1602
 DE1602'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1602'RECOVERED IN GOOD CONDITION.
 DE1602
 DE1602                          STATION RECOVERY (2002)
 DE1602
 DE1602'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1602'STATION IS LOCATED 7.4 MILES EAST OF RIDGEVILLE, 11.85 MILES WEST
 DE1602'SOUTHWEST OF MONCKS
 DE1602'CORNER. OWNERSHIP--NEW HOPE UNITED METHODIST CHURCH, 1568 CARTER ROAD,
 DE1602'RIDGEVILLE,
 DE1602'SC 29472, PHONE 843-875-5432.
 DE1602' 
 DE1602'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1602'194)  AND STATE
 DE1602'ROAD 16 (JEDBURG ROAD), 4.8 MILES NORTH NORTHWEST OF SUMMERVILLE, GO
 DE1602'NORTHEAST ON
 DE1602'ROAD 16 FOR 2.05 MILES TO THE STATION ON THE LEFT NEAR A SECURITY
 DE1602'LIGHT POLE BETWEEN
 DE1602'THE NEW HOPE UNITED METHODIST CHURCH BUILDING AND A CONCRETE BLOCK
 DE1602'BUILDING NEARBY.
 DE1602' 
 DE1602'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD,
 DE1602'162.6 FEET
 DE1602'WEST OF SURVEY STATION 69, 3.5 FEET NORTH NORTHEAST OF THE SECURITY
 DE1602'LIGHT POLE,
 DE1602'176.3 FEET WEST NORTHWEST OF THE CENTER OF THE ROAD, 31.0 FEET NORTH
 DE1602'OF THE
 DE1602'NORTH CORNER OF THE CONCRETE BLOCK BUILDING, 92.2 FEET SOUTH OF THE
 DE1602'WEST CORNER
 DE1602'OF THE REAR OF THE CHURCH,  2.9 FEET NORTH NORTHEAST OF A WITNESS
 DE1602'POST.
 DE1602'RECOVERED BY T. HALL.
 DE1602' 
 DE1602' 
 DE1602' 
 DE1602' 
 DE1602' 
 DE1602'
 DE1602
 DE1602                          STATION RECOVERY (2004)
 DE1602
 DE1602'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1602'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1566 ***********************************************************************
 DE1566  DESIGNATION -  8 200
 DE1566  PID         -  DE1566
 DE1566  STATE/COUNTY-  SC/BERKELEY
 DE1566  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1566
 DE1566                         *CURRENT SURVEY CONTROL
 DE1566  ___________________________________________________________________
 DE1566* NAD 83(1986)-  33 03 21.     (N)    080 06 00.     (W)     SCALED    
 DE1566* NAVD 88     -        20.707  (meters)      67.94   (feet)  ADJUSTED  
 DE1566  ___________________________________________________________________
 DE1566  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DE1566  DYNAMIC HT  -          20.685 (meters)      67.86  (feet)  COMP
 DE1566  MODELED GRAV-     979,560.0   (mgal)                       NAVD 88
 DE1566
 DE1566  VERT ORDER  -  FIRST     CLASS II
 DE1566
 DE1566.The horizontal coordinates were scaled from a topographic map and have
 DE1566.an estimated accuracy of +/- 6 seconds.
 DE1566
 DE1566.The orthometric height was determined by differential leveling
 DE1566.and adjusted by the National Geodetic Survey in June 1991..
 DE1566
 DE1566.The geoid height was determined by GEOID03.
 DE1566
 DE1566.The dynamic height is computed by dividing the NAVD 88
 DE1566.geopotential number by the normal gravity value computed on the
 DE1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1566.degrees latitude (g = 980.6199 gals.).
 DE1566
 DE1566.The modeled gravity was interpolated from observed gravity values.
 DE1566
 DE1566;                    North         East    Units  Estimated Accuracy
 DE1566;SPC SC       -   135,940.      693,640.      MT  (+/- 180 meters Scaled)
 DE1566
 DE1566                          SUPERSEDED SURVEY CONTROL
 DE1566
 DE1566  NGVD 29 (03/21/89)   21.003  (m)           68.91   (f) ADJUSTED    1 2
 DE1566
 DE1566.Superseded values are not recommended for survey control.
 DE1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1566.See file dsdata.txt to determine how the superseded data were derived.
 DE1566
 DE1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS840578(NAD 83)
 DE1566_MARKER: DB = BENCH MARK DISK
 DE1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1566_SP_SET: CONCRETE POST
 DE1566_STAMPING: VERT 8 200 1985
 DE1566_MARK LOGO: SCGS  
 DE1566_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1566
 DE1566  HISTORY     - Date     Condition        Report By
 DE1566  HISTORY     - 1985     MONUMENTED       SCGS
 DE1566  HISTORY     - 19970625 GOOD             USPSQD
 DE1566  HISTORY     - 20020827 MARK NOT FOUND   SCGS
 DE1566
 DE1566                          STATION DESCRIPTION
 DE1566
 DE1566'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1566'1.05 KM (0.65 MI) SW FROM CARNES CROSSROAD.
 DE1566'1.05 KILOMETERS (0.65 MILE) SOUTHWESTERLY ALONG U.S. HIGHWAY 17
 DE1566'ALTERNATE FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES
 DE1566'CROSSROAD, SET NEAR A WOODEN GATE IN THE NORTH ANGLE OF A GRASSY ROAD
 DE1566'LEADING NORTHWEST, 11.12 METERS (36.48 FEET) NORTHWEST OF THE
 DE1566'CENTERLINE OF HIGHWAY 17, 3.07 METERS (10.07 FEET) NORTHEAST OF THE
 DE1566'APPROXIMATE CENTER OF THE GRASSY ROAD, 12.93 METERS (42.42 FEET)
 DE1566'SOUTH-SOUTHEAST OF A 12-INCH BLAZED PINE TREE, 0.55 METER (1.8 FEET)
 DE1566'SOUTHEAST OF A WIRE FENCE.
 DE1566'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 DE1566'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1566
 DE1566                          STATION RECOVERY (1997)
 DE1566
 DE1566'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1566'RECOVERED IN GOOD CONDITION.
 DE1566
 DE1566                          STATION RECOVERY (2002)
 DE1566
 DE1566'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1566'NOT RECOVERED, INADEQUATE MEASUREMENTS,  SEARCHED 10 MINUTES WITH NO
 DE1566'RESULTS, POSSIBLY INTACT BUT HOWEVER PROBABLY NOT.
 DE1566'RECOVERY BY T. HALL.
 DE1566' 
 DE1566' 
 DE1566' 
 DE1566'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3172 ***********************************************************************
 CK3172  DESIGNATION -  8 201
 CK3172  PID         -  CK3172
 CK3172  STATE/COUNTY-  SC/BERKELEY
 CK3172  USGS QUAD   -  LADSON (1979)
 CK3172
 CK3172                         *CURRENT SURVEY CONTROL
 CK3172  ___________________________________________________________________
 CK3172* NAD 83(1986)-  32 59 35.     (N)    080 05 56.     (W)     SCALED    
 CK3172* NAVD 88     -        14.129  (meters)      46.35   (feet)  ADJUSTED  
 CK3172  ___________________________________________________________________
 CK3172  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 CK3172  DYNAMIC HT  -          14.113 (meters)      46.30  (feet)  COMP
 CK3172  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 CK3172
 CK3172  VERT ORDER  -  FIRST     CLASS II
 CK3172
 CK3172.The horizontal coordinates were scaled from a topographic map and have
 CK3172.an estimated accuracy of +/- 6 seconds.
 CK3172
 CK3172.The orthometric height was determined by differential leveling
 CK3172.and adjusted by the National Geodetic Survey in June 1991..
 CK3172
 CK3172.The geoid height was determined by GEOID03.
 CK3172
 CK3172.The dynamic height is computed by dividing the NAVD 88
 CK3172.geopotential number by the normal gravity value computed on the
 CK3172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3172.degrees latitude (g = 980.6199 gals.).
 CK3172
 CK3172.The modeled gravity was interpolated from observed gravity values.
 CK3172
 CK3172;                    North         East    Units  Estimated Accuracy
 CK3172;SPC SC       -   128,980.      693,810.      MT  (+/- 180 meters Scaled)
 CK3172
 CK3172                          SUPERSEDED SURVEY CONTROL
 CK3172
 CK3172  NGVD 29 (03/21/89)   14.423  (m)           47.32   (f) ADJUSTED    1 2
 CK3172
 CK3172.Superseded values are not recommended for survey control.
 CK3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3172.See file dsdata.txt to determine how the superseded data were derived.
 CK3172
 CK3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS841508(NAD 83)
 CK3172_MARKER: DD = SURVEY DISK
 CK3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3172_SP_SET: CONCRETE POST
 CK3172_STAMPING: VERT 8 201 1985
 CK3172_MARK LOGO: SCGS  
 CK3172_PROJECTION: RECESSED 5 CENTIMETERS
 CK3172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3172+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 CK3172
 CK3172  HISTORY     - Date     Condition        Report By
 CK3172  HISTORY     - 1985     MONUMENTED       SCGS
 CK3172  HISTORY     - 20020827 GOOD             SCGS
 CK3172
 CK3172                          STATION DESCRIPTION
 CK3172
 CK3172'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3172'IN LADSON.
 CK3172'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3172'ROAD) FROM THE LADSON POST OFFICE, THENCE 0.3 KILOMETER (0.2 MILE)
 CK3172'NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 0.4 KILOMETER (0.25 MILE)
 CK3172'NORTHERLY ALONG COUNTY ROAD S-8-62 (COLLEGE PARK ROAD), SET IN THE
 CK3172'EAST CORNER OF A YARD THAT HAS A CHAIN LINK FENCE THAT SURROUNDS A
 CK3172'LARGE CINDER BLOCK HOUSE, 7.15 METERS (23.46 FEET) WEST-NORTHWEST OF
 CK3172'THE CENTERLINE OF THE SOUTHWEST BOUND LANE OF COLLEGE PARK ROAD,
 CK3172'37.6 METERS (123.36 FEET) EAST-NORTHEAST OF THE SOUTH CORNER OF THE
 CK3172'HOUSE, 19.15 METERS (62.83 FEET) EAST-SOUTHEAST OF THE EAST CORNER OF
 CK3172'THE HOUSE, 9.65 METERS (31.66 FEET) NORTH-NORTHEAST OF THE APPROXIMATE
 CK3172'CENTER OF A CONCRETE DRIVE LEADING TO THE CINDER BLOCK HOUSE,
 CK3172'1.88 METERS (6.17 FEET) WEST-SOUTHWEST OF POWER POLE NUMBER 155080.
 CK3172'THE MARK IS ABOVE LEVEL WITH COLLEGE PARK ROAD.
 CK3172
 CK3172                          STATION RECOVERY (2002)
 CK3172
 CK3172'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3172'STATION IS LOCATED IN LADSON, 0.8 MILE NORTHEAST OF THE CENTER OF
 CK3172'LADSON, 3.95 MILES
 CK3172'WEST OF GOOSE CREEK, 4.05 MILES EAST SOUTHEAST OF SUMMERVILLE, 14.8
 CK3172'MILES SOUTH
 CK3172'SOUTHWEST OF MONCKS CORNER. OWNERSHIP--MR. BENJAMINE MOOD, BOX 143
 CK3172'COLLEGE
 CK3172'PARK ROAD, LADSON, SC 29456, PHONE 843-553-8707.
 CK3172' 
 CK3172'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 CK3172'203) AND STATE
 CK3172'ROAD 62 (COLLEGE PARK ROAD), 1.3 MILES NORTHEAST OF LADSON, GO
 CK3172'SOUTHWEST ON ROAD 62 FOR
 CK3172'0.45 MILE TO THE STATION ON THE RIGHT BEHIND A CHAIN LINK FENCE IN THE
 CK3172'FRONT YARD OF A
 CK3172'CONCRETE BLOCK HOUSE NUMBER 143 AND IN THE WEST ANGLE OF THE JUNCTION
 CK3172'OF STATE ROAD
 CK3172'1226 (MOSES EXTENSION) RIGHT AND CROSSWATCH ROAD LEFT.
 CK3172' 
 CK3172'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 0.5 FOOT BELOW THE
 CK3172'SIDEWALK, 6.1 FEET
 CK3172'WEST OF THE POWER POLE NUMBER 155080, 4.8 FEET NORTHWEST OF THE
 CK3172'NORTHWEST EDGE
 CK3172'OF A SIDEWALK, 62.7 FEET SOUTHEAST OF THE EAST CORNER OF THE HOUSE,
 CK3172'22.8 FEET SOUTH
 CK3172'SOUTHWEST OF A METAL MANHOLE COVER SET IN THE YARD, 46.9 FEET SOUTH OF
 CK3172'A SECURITY
 CK3172'LIGHT POLE NUMBER 414931.
 CK3172'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 8300J.
 CK3172'RECOVERED BY T. HALL.
 CK3172' 
 CK3172' 
 CK3172' 
 CK3172' 
 CK3172' 
 CK3172'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1580 ***********************************************************************
 DE1580  DESIGNATION -  8 202
 DE1580  PID         -  DE1580
 DE1580  STATE/COUNTY-  SC/BERKELEY
 DE1580  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1580
 DE1580                         *CURRENT SURVEY CONTROL
 DE1580  ___________________________________________________________________
 DE1580* NAD 83(1986)-  33 00 17.     (N)    080 07 24.     (W)     SCALED    
 DE1580* NAVD 88     -        18.046  (meters)      59.21   (feet)  ADJUSTED  
 DE1580  ___________________________________________________________________
 DE1580  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DE1580  DYNAMIC HT  -          18.027 (meters)      59.14  (feet)  COMP
 DE1580  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DE1580
 DE1580  VERT ORDER  -  FIRST     CLASS II
 DE1580
 DE1580.The horizontal coordinates were scaled from a topographic map and have
 DE1580.an estimated accuracy of +/- 6 seconds.
 DE1580
 DE1580.The orthometric height was determined by differential leveling
 DE1580.and adjusted by the National Geodetic Survey in June 1991..
 DE1580
 DE1580.The geoid height was determined by GEOID03.
 DE1580
 DE1580.The dynamic height is computed by dividing the NAVD 88
 DE1580.geopotential number by the normal gravity value computed on the
 DE1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1580.degrees latitude (g = 980.6199 gals.).
 DE1580
 DE1580.The modeled gravity was interpolated from observed gravity values.
 DE1580
 DE1580;                    North         East    Units  Estimated Accuracy
 DE1580;SPC SC       -   130,250.      691,510.      MT  (+/- 180 meters Scaled)
 DE1580
 DE1580                          SUPERSEDED SURVEY CONTROL
 DE1580
 DE1580  NGVD 29 (03/21/89)   18.341  (m)           60.17   (f) ADJUSTED    1 2
 DE1580
 DE1580.Superseded values are not recommended for survey control.
 DE1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1580.See file dsdata.txt to determine how the superseded data were derived.
 DE1580
 DE1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS818521(NAD 83)
 DE1580_MARKER: DD = SURVEY DISK
 DE1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1580_SP_SET: CONCRETE POST
 DE1580_STAMPING: VERT 8 202 1985
 DE1580_MARK LOGO: SCGS  
 DE1580_PROJECTION: RECESSED 0 CENTIMETERS
 DE1580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1580+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 DE1580
 DE1580  HISTORY     - Date     Condition        Report By
 DE1580  HISTORY     - 1985     MONUMENTED       SCGS
 DE1580  HISTORY     - 20020828 GOOD             SCGS
 DE1580  HISTORY     - 20050928 GOOD             INDIV
 DE1580
 DE1580                          STATION DESCRIPTION
 DE1580
 DE1580'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1580'2.95 KM (1.85 MI) NW FROM LADSON.
 DE1580'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG COUNTY ROAD S-10-76 (LADSON
 DE1580'ROAD) FROM THE LADSON POST OFFICE, THENCE 2.95 KILOMETERS (1.85 MILES)
 DE1580'NORTHWEST ALONG U.S. HIGHWAY 78, SET NEAR THE WEST CORNER OF THE
 DE1580'SUMMERVILLE CHRISTIAN CHURCH, 76.6 METERS (251.31 FEET) NORTHEAST OF
 DE1580'THE CENTERLINE OF U.S. HIGHWAY 78, 38.3 METERS (125.66 FEET) NORTH OF
 DE1580'THE NORTH CORNER OF AN ALUMINUM BUILDING, 3.9 METERS (12.8 FEET)
 DE1580'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE ENTRANCE DOORS TO THE
 DE1580'CHURCH, 0.4 METER (1.31 FEET) WEST-SOUTHWEST OF THE WEST CORNER OF THE
 DE1580'CHURCH.
 DE1580'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 DE1580
 DE1580                          STATION RECOVERY (2002)
 DE1580
 DE1580'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1580'STATION IS LOCATED 3.2 MILES EAST SOUTHEAST OF SUMMERVILLE, 14.55
 DE1580'MILES SOUTH SOUTHWEST
 DE1580'OF MONCKS CORNER. OWNERSHIP--SUMMERVILLE CHRISTIAN CHURCH, 10054
 DE1580'HIGHWAY 78,
 DE1580'SUMMERVILLE, SC 29456, PHONE 843-871-2014.
 DE1580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (EAST 5TH
 DE1580'NORTH
 DE1580'STREET) AND STATE HIGHWAY 165 (BERLIN C. MYERS PARKWAY), 0.7 MILE
 DE1580'SOUTHWEST OF
 DE1580'SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 78 FOR 1.9 MILES TO THE STATION
 DE1580'ON THE LEFT
 DE1580'NEAR THE WEST CORNER OF THE CHURCH BUILDING.
 DE1580'STATION IS A CONCRETE POST RECESSED 0.5 FOOT, 1.1 FEET WEST OF THE
 DE1580'WEST CORNER OF
 DE1580'THE MAIN PART OF THE CHURCH BUILDING.
 DE1580'RECOVERED BY T. HALL.
 DE1580' 
 DE1580' 
 DE1580' 
 DE1580' 
 DE1580' 
 DE1580' 
 DE1580' 
 DE1580' 
 DE1580'
 DE1580
 DE1580                          STATION RECOVERY (2005)
 DE1580
 DE1580'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JP)
 DE1580'STATION RECOVERY (9-28-2005)
 DE1580'STATION IS LOCATED 3.2 MILES EAST SOUTHEAST OF SUMMERVILLE, 14.55
 DE1580'MILES SOUTH SOUTHWEST OF MONCKS CORNER. OWNERSHIP--FIRST CHURCH OF
 DE1580'GOD, 10054 HIGHWAY 78, SUMMERVILLE, SC 29456
 DE1580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (EAST 5TH
 DE1580'NORTH STREET) AND STATE HIGHWAY 165 (BERLIN C. MYERS PARKWAY), 0.7
 DE1580'MILE SOUTHWEST OF SUMMERVILLE, GO SOUTHEAST ON HIGHWAY 78 FOR 1.9
 DE1580'MILES TO THE STATION ON THE LEFT. STATION IS A CONCRETE POST RECESSED
 DE1580' 
 DE1580'SET IN GRASSY ISLAND NEAR RADIUS OF CONCRETE PARKING 10' NW OF FLAG
 DE1580'POLE. RECOVERED BY J. POLK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1572 ***********************************************************************
 DE1572  DESIGNATION -  8 204
 DE1572  PID         -  DE1572
 DE1572  STATE/COUNTY-  SC/BERKELEY
 DE1572  USGS QUAD   -  SUMMERVILLE (1990)
 DE1572
 DE1572                         *CURRENT SURVEY CONTROL
 DE1572  ___________________________________________________________________
 DE1572* NAD 83(1986)-  33 02 55.     (N)    080 08 20.     (W)     SCALED    
 DE1572* NAVD 88     -        23.001  (meters)      75.46   (feet)  ADJUSTED  
 DE1572  ___________________________________________________________________
 DE1572  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DE1572  DYNAMIC HT  -          22.976 (meters)      75.38  (feet)  COMP
 DE1572  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DE1572
 DE1572  VERT ORDER  -  FIRST     CLASS II
 DE1572
 DE1572.The horizontal coordinates were scaled from a topographic map and have
 DE1572.an estimated accuracy of +/- 6 seconds.
 DE1572
 DE1572.The orthometric height was determined by differential leveling
 DE1572.and adjusted by the National Geodetic Survey in June 1991..
 DE1572
 DE1572.The geoid height was determined by GEOID03.
 DE1572
 DE1572.The dynamic height is computed by dividing the NAVD 88
 DE1572.geopotential number by the normal gravity value computed on the
 DE1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1572.degrees latitude (g = 980.6199 gals.).
 DE1572
 DE1572.The modeled gravity was interpolated from observed gravity values.
 DE1572
 DE1572;                    North         East    Units  Estimated Accuracy
 DE1572;SPC SC       -   135,110.      690,020.      MT  (+/- 180 meters Scaled)
 DE1572
 DE1572                          SUPERSEDED SURVEY CONTROL
 DE1572
 DE1572  NGVD 29 (03/21/89)   23.295  (m)           76.43   (f) ADJUSTED    1 2
 DE1572
 DE1572.Superseded values are not recommended for survey control.
 DE1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1572.See file dsdata.txt to determine how the superseded data were derived.
 DE1572
 DE1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS803570(NAD 83)
 DE1572_MARKER: DD = SURVEY DISK
 DE1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1572_SP_SET: CONCRETE POST
 DE1572_STAMPING: VERT 8 204 1985
 DE1572_MARK LOGO: SCGS  
 DE1572_PROJECTION: FLUSH
 DE1572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1572+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DE1572
 DE1572  HISTORY     - Date     Condition        Report By
 DE1572  HISTORY     - 1985     MONUMENTED       SCGS
 DE1572  HISTORY     - 19970625 GOOD             USPSQD
 DE1572  HISTORY     - 20020827 GOOD             SCGS
 DE1572
 DE1572                          STATION DESCRIPTION
 DE1572
 DE1572'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1572'4.3 KM (2.7 MI) NE FROM SUMMERVILLE.
 DE1572'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1572'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 DE1572'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 2.95 KILOMETERS
 DE1572'(1.85 MILES) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, THENCE 1.1
 DE1572'KILOMETERS (0.7 MILE) NORTHEAST ALONG COUNTY ROAD S-8-570, SET IN THE
 DE1572'MEDIAN AT THE ENTRANCE TO THE TRAMWAY COMMUNITY, 30.6 METERS (100.39
 DE1572'FEET) NORTHWEST OF THE APPROXIMATE CENTER OF THE COUNTY ROAD,
 DE1572'5.71 METERS (18.73 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 DE1572'ENTRANCE ROAD TO THE COMMUNITY, 6.47 METERS (21.23 FEET) NORTHEAST OF
 DE1572'THE APPROXIMATE CENTER OF THE EXIT ROAD FROM THE COMMUNITY,
 DE1572'26.13 METERS (85.73 FEET) NORTH-NORTHWEST OF A POWER POLE.
 DE1572'THE MARK IS 0.30 M ABOVE ENTRANCE ROAD.
 DE1572
 DE1572                          STATION RECOVERY (1997)
 DE1572
 DE1572'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1572'RECOVERED IN GOOD CONDITION.
 DE1572
 DE1572                          STATION RECOVERY (2002)
 DE1572
 DE1572'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1572'STATION IS LOCATED 3.0 MILES NORTHEAST OF SUMMERVILLE, 7.75 MILES
 DE1572'NORTHWEST OF GOOSE
 DE1572'CREEK, 12.45 MILES SOUTHWEST MONCKS CORNER.  OWNERSHIP--SCDOT,
 DE1572'DIRECTOR OF
 DE1572'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 DE1572'803-737-1350.
 DE1572'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1572'199) AND U.S.
 DE1572'HIGHWAY 17 ALTERNATE, 2.1 MILES NORTHEAST OF SUMMERVILLE, GO EAST ON
 DE1572'HIGHWAY 17
 DE1572'ALTERNATE FOR 0.3 MILE TO THE JUNCTION OF STATE ROAD 570 LEFT AND 1258
 DE1572'(FARMINGTON
 DE1572'ROAD) RIGHT, TURN LEFT ON ROAD 570 FOR 0.7 MILE TO THE STATION ON THE
 DE1572'LEFT SET IN A
 DE1572'GRASSY MEDIAN OF THE ENTRANCE DRIVES TO TRAMWAY COMMUNITY (TRAM
 DE1572'BOULEVARD).
 DE1572'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE
 DE1572'THE ROADS, 9.1
 DE1572'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CURB OF THE ENTRANCE
 DE1572'DRIVE, 10.7
 DE1572'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CURB OF THE EXIT DRIVE,
 DE1572'100.6 FEET
 DE1572'NORTHWEST OF THE CENTER OF THE ROAD, 39.3 FEET SOUTHEAST OF A 0.7-FOOT
 DE1572'PEAR TREE.
 DE1572'RECOVERED BY T. HALL.
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572' 
 DE1572'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1570 ***********************************************************************
 DE1570  DESIGNATION -  8 205
 DE1570  PID         -  DE1570
 DE1570  STATE/COUNTY-  SC/BERKELEY
 DE1570  USGS QUAD   -  SUMMERVILLE (1990)
 DE1570
 DE1570                         *CURRENT SURVEY CONTROL
 DE1570  ___________________________________________________________________
 DE1570* NAD 83(1986)-  33 02 32.     (N)    080 07 43.     (W)     SCALED    
 DE1570* NAVD 88     -        22.462  (meters)      73.69   (feet)  ADJUSTED  
 DE1570  ___________________________________________________________________
 DE1570  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DE1570  DYNAMIC HT  -          22.438 (meters)      73.62  (feet)  COMP
 DE1570  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 DE1570
 DE1570  VERT ORDER  -  FIRST     CLASS II
 DE1570
 DE1570.The horizontal coordinates were scaled from a topographic map and have
 DE1570.an estimated accuracy of +/- 6 seconds.
 DE1570
 DE1570.The orthometric height was determined by differential leveling
 DE1570.and adjusted by the National Geodetic Survey in June 1991..
 DE1570
 DE1570.The geoid height was determined by GEOID03.
 DE1570
 DE1570.The dynamic height is computed by dividing the NAVD 88
 DE1570.geopotential number by the normal gravity value computed on the
 DE1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1570.degrees latitude (g = 980.6199 gals.).
 DE1570
 DE1570.The modeled gravity was interpolated from observed gravity values.
 DE1570
 DE1570;                    North         East    Units  Estimated Accuracy
 DE1570;SPC SC       -   134,410.      690,980.      MT  (+/- 180 meters Scaled)
 DE1570
 DE1570                          SUPERSEDED SURVEY CONTROL
 DE1570
 DE1570  NGVD 29 (03/21/89)   22.757  (m)           74.66   (f) ADJUSTED    1 2
 DE1570
 DE1570.Superseded values are not recommended for survey control.
 DE1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1570.See file dsdata.txt to determine how the superseded data were derived.
 DE1570
 DE1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS813563(NAD 83)
 DE1570_MARKER: DD = SURVEY DISK
 DE1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1570_SP_SET: CONCRETE POST
 DE1570_STAMPING: VERT 8 205 1985
 DE1570_MARK LOGO: SCGS  
 DE1570_PROJECTION: RECESSED 5 CENTIMETERS
 DE1570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1570+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DE1570
 DE1570  HISTORY     - Date     Condition        Report By
 DE1570  HISTORY     - 1985     MONUMENTED       SCGS
 DE1570  HISTORY     - 19970625 GOOD             USPSQD
 DE1570  HISTORY     - 20020827 GOOD             SCGS
 DE1570
 DE1570                          STATION DESCRIPTION
 DE1570
 DE1570'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1570'4.8 KM (3.0 MI) NE FROM SUMMERVILLE.
 DE1570'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1570'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 DE1570'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 4.3 KILOMETERS (2.7
 DE1570'MILES) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET IN THE
 DE1570'MEDIAN OF COUNTY ROAD S-8-987 (ENTRANCE TO SPRING LAKE VILLAGE AT
 DE1570'SANGAREE), 30.0 METERS (98.43 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE
 DE1570'OF HIGHWAY 17, 20.45 METERS (67.09 FEET) NORTH-NORTHWEST OF THE
 DE1570'NORTHERN MOST 6-INCH MAGNOLIA TREE IN THE MEDIAN, 8.03 METERS (26.35
 DE1570'FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD TO
 DE1570'THE VILLAGE, 8.45 METERS (27.72 FEET) WEST-SOUTHWEST OF THE
 DE1570'APPROXIMATE CENTER OF THE EXIT ROAD FROM THE VILLAGE, 21.43 METERS
 DE1570'(70.31 FEET) EAST-SOUTHEAST OF A POWER POLE.
 DE1570'THE MARK IS 0.88 METERS  SSE FROM A WITNESS POST.
 DE1570'THE MARK IS 0.30 M ABOVE ENTRANCE ROAD.
 DE1570
 DE1570                          STATION RECOVERY (1997)
 DE1570
 DE1570'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1570'RECOVERED IN GOOD CONDITION.
 DE1570
 DE1570                          STATION RECOVERY (2002)
 DE1570
 DE1570'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1570'STATION IS LOCATED 3.2 MILES NORTHEAST OF SUMMERVILLE, 12.5 MILES
 DE1570'SOUTH SOUTHWEST OF
 DE1570'MONCKS CORNER. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DE1570'191, COLUMBIA,
 DE1570'SC 29202,  PHONE 803-737-1350.
 DE1570'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1570'199) AND U.S.
 DE1570'HIGHWAY 17 ALTERNATE, 2.1 MILES NORTHEAST OF SUMMERVILLE, GO EAST ON
 DE1570'HIGHWAY 17
 DE1570'ALTERNATE FOR 1.15 MILES TO THE STATION ON THE RIGHT BEHIND THE BRICK
 DE1570'SIGN AT THE
 DE1570'ENTRANCE/EXIT MEDIAN FOR SANGAREE COMMUNITY.
 DE1570'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROADS,
 DE1570'3.4 FEET
 DE1570'SOUTH OF A LAMP POST BEHIND THE CENTER OF THE BRICK SIGN, 26.5 FEET
 DE1570'EAST OF THE
 DE1570'CENTER OF THE ENTRANCE DRIVEWAY (LONGSTREET), 26.8 FEET WEST OF THE
 DE1570'CENTER OF
 DE1570'THE EXIT DRIVEWAY, 0.7 FOOT NORTH OF A WITNESS POST.
 DE1570'RECOVERED BY T. HALL.
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570' 
 DE1570'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1569 ***********************************************************************
 DE1569  DESIGNATION -  8 206
 DE1569  PID         -  DE1569
 DE1569  STATE/COUNTY-  SC/BERKELEY
 DE1569  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1569
 DE1569                         *CURRENT SURVEY CONTROL
 DE1569  ___________________________________________________________________
 DE1569* NAD 83(1986)-  33 02 42.     (N)    080 06 54.     (W)     SCALED    
 DE1569* NAVD 88     -        22.261  (meters)      73.03   (feet)  ADJUSTED  
 DE1569  ___________________________________________________________________
 DE1569  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DE1569  DYNAMIC HT  -          22.237 (meters)      72.96  (feet)  COMP
 DE1569  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 DE1569
 DE1569  VERT ORDER  -  FIRST     CLASS II
 DE1569
 DE1569.The horizontal coordinates were scaled from a topographic map and have
 DE1569.an estimated accuracy of +/- 6 seconds.
 DE1569
 DE1569.The orthometric height was determined by differential leveling
 DE1569.and adjusted by the National Geodetic Survey in June 1991..
 DE1569
 DE1569.The geoid height was determined by GEOID03.
 DE1569
 DE1569.The dynamic height is computed by dividing the NAVD 88
 DE1569.geopotential number by the normal gravity value computed on the
 DE1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1569.degrees latitude (g = 980.6199 gals.).
 DE1569
 DE1569.The modeled gravity was interpolated from observed gravity values.
 DE1569
 DE1569;                    North         East    Units  Estimated Accuracy
 DE1569;SPC SC       -   134,730.      692,250.      MT  (+/- 180 meters Scaled)
 DE1569
 DE1569                          SUPERSEDED SURVEY CONTROL
 DE1569
 DE1569  NGVD 29 (03/21/89)   22.556  (m)           74.00   (f) ADJUSTED    1 2
 DE1569
 DE1569.Superseded values are not recommended for survey control.
 DE1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1569.See file dsdata.txt to determine how the superseded data were derived.
 DE1569
 DE1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS826566(NAD 83)
 DE1569_MARKER: DB = BENCH MARK DISK
 DE1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1569_SP_SET: CONCRETE POST
 DE1569_STAMPING: VERT 8 206 1985
 DE1569_MARK LOGO: SCGS  
 DE1569_PROJECTION: FLUSH
 DE1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1569
 DE1569  HISTORY     - Date     Condition        Report By
 DE1569  HISTORY     - 1985     MONUMENTED       SCGS
 DE1569  HISTORY     - 19970625 GOOD             USPSQD
 DE1569  HISTORY     - 20020827 MARK NOT FOUND   SCGS
 DE1569
 DE1569                          STATION DESCRIPTION
 DE1569
 DE1569'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1569'2.95 KM (1.85 MI) SW FROM CARNES CROSSROAD.
 DE1569'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1569'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 0.3 KILOMETER
 DE1569'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 5.7 KILOMETERS
 DE1569'(3.55 MILES) NORTHEASTERLY ALONG U.S. HIGHWAY 17 ALTERNATE, SET NEAR A
 DE1569'POWER POLE IN THE SOUTHEAST ANGLE OF COUNTY ROAD S-8-157, ALSO MAY BE
 DE1569'REACHED BY GOING 3.1 KILOMETERS (1.95 MILES) SOUTHWESTERLY ALONG U.S.
 DE1569'HIGHWAY 17 ALTERNATE FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN
 DE1569'CARNES CROSSROAD, 15.95 METERS (52.33 FEET) SOUTH-SOUTHEAST OF THE
 DE1569'CENTERLINE OF HIGHWAY 17, 50.92 METERS (167.06 FEET) NORTHWEST OF THE
 DE1569'NORTH CORNER OF A SMALL CINDER BLOCK HOUSE, 24.0 METERS (78.74 FEET)
 DE1569'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-8-157,
 DE1569'9.35 METERS (30.68 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 DE1569'A GROUP OF THREE 12-INCH OAK TREES, 0.87 METER (2.85 FEET)
 DE1569'SOUTH-SOUTHEAST OF THE POWER POLE.
 DE1569'THE MARK IS 2.10 METERS  ENE FROM A WITNESS POST.
 DE1569'THE MARK IS 0.30 M BELOW HIGHWAY 17.
 DE1569
 DE1569                          STATION RECOVERY (1997)
 DE1569
 DE1569'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1569'RECOVERED IN GOOD CONDITION.
 DE1569
 DE1569                          STATION RECOVERY (2002)
 DE1569
 DE1569'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1569'NOT RECOVERED, MEASUREMENTS LED TO AN AREA NOW UNDER ASPHALT AND
 DE1569'SIDEWALK DUE TO HIGHWAY WIDENING, PRESUMED DESTROYED.
 DE1569'RECOVERY BY T. HALL.
 DE1569' 
 DE1569' 
 DE1569' 
 DE1569'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1604 ***********************************************************************
 DE1604  DESIGNATION -  8 207
 DE1604  PID         -  DE1604
 DE1604  STATE/COUNTY-  SC/BERKELEY
 DE1604  USGS QUAD   -  SUMMERVILLE (1990)
 DE1604
 DE1604                         *CURRENT SURVEY CONTROL
 DE1604  ___________________________________________________________________
 DE1604* NAD 83(1986)-  33 05 36.     (N)    080 11 47.     (W)     SCALED    
 DE1604* NAVD 88     -        17.143  (meters)      56.24   (feet)  ADJUSTED  
 DE1604  ___________________________________________________________________
 DE1604  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DE1604  DYNAMIC HT  -          17.125 (meters)      56.18  (feet)  COMP
 DE1604  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DE1604
 DE1604  VERT ORDER  -  FIRST     CLASS II
 DE1604
 DE1604.The horizontal coordinates were scaled from a topographic map and have
 DE1604.an estimated accuracy of +/- 6 seconds.
 DE1604
 DE1604.The orthometric height was determined by differential leveling
 DE1604.and adjusted by the National Geodetic Survey in June 1991..
 DE1604
 DE1604.The geoid height was determined by GEOID03.
 DE1604
 DE1604.The dynamic height is computed by dividing the NAVD 88
 DE1604.geopotential number by the normal gravity value computed on the
 DE1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1604.degrees latitude (g = 980.6199 gals.).
 DE1604
 DE1604.The modeled gravity was interpolated from observed gravity values.
 DE1604
 DE1604;                    North         East    Units  Estimated Accuracy
 DE1604;SPC SC       -   140,020.      684,610.      MT  (+/- 180 meters Scaled)
 DE1604
 DE1604                          SUPERSEDED SURVEY CONTROL
 DE1604
 DE1604  NGVD 29 (03/21/89)   17.439  (m)           57.21   (f) ADJUSTED    1 2
 DE1604
 DE1604.Superseded values are not recommended for survey control.
 DE1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1604.See file dsdata.txt to determine how the superseded data were derived.
 DE1604
 DE1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS749619(NAD 83)
 DE1604_MARKER: DD = SURVEY DISK
 DE1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1604_SP_SET: CONCRETE POST
 DE1604_STAMPING: VERT 8 207 1985
 DE1604_MARK LOGO: SCGS  
 DE1604_PROJECTION: PROJECTING 3 CENTIMETERS
 DE1604_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1604+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 DE1604
 DE1604  HISTORY     - Date     Condition        Report By
 DE1604  HISTORY     - 1985     MONUMENTED       SCGS
 DE1604  HISTORY     - 19970618 GOOD             USPSQD
 DE1604  HISTORY     - 20020909 GOOD             SCGS
 DE1604
 DE1604                          STATION DESCRIPTION
 DE1604
 DE1604'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1604'5.3 KM (3.3 MI) NE FROM JEDBURG.
 DE1604'10.8 KILOMETERS (6.7 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1604'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE
 DE1604'6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG COUNTY ROAD S-8-16, SET IN
 DE1604'THE SOUTHEAST ANGLE OF A GRAVEL ROAD WITH A LOCKED STEEL GATE,
 DE1604'33.52 METERS (109.97 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 DE1604'COUNTY ROAD, 9.8 METERS (32.15 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 DE1604'CENTER OF THE GRAVEL ROAD, 7.07 METERS (23.2 FEET) SOUTH OF A BLAZED
 DE1604'18-INCH PINE TREE, 9.17 METERS (30.09 FEET) NORTH-NORTHWEST OF A
 DE1604'BLAZED 12-INCH PINE TREE.
 DE1604'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 DE1604'THE MARK IS 0.90 M ABOVE GRAVEL ROAD.
 DE1604
 DE1604                          STATION RECOVERY (1997)
 DE1604
 DE1604'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1604'RECOVERED IN GOOD CONDITION.
 DE1604
 DE1604                          STATION RECOVERY (2002)
 DE1604
 DE1604'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1604'STATION IS LOCATED 6.8 MILES EAST OF RIDGEVILLE, 12.75 MILES SOUTHWEST
 DE1604'OF MONCKS CORNER.
 DE1604'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DE1604'SC 29202, PHONE 803-737-1350.
 DE1604'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1604'194) AND STATE
 DE1604'ROAD 16 (JEDBURG ROAD), 4.8 MILES NORTH NORTHWEST OF SUMMERVILLE, GO
 DE1604'NORTHEAST ON ROAD 16 FOR 1.0 MILE TO THE STATION ON THE RIGHT IN THE
 DE1604'EAST
 DE1604'ANGLE OF A FIELD ACCESS ROAD LEADING SOUTH TO A LOCKED METAL GATE.
 DE1604'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT AND 1.0 FOOT ABOVE THE
 DE1604'ROADS, 31.5
 DE1604'FEET EAST NORTHEAST OF THE CENTER OF THE FIELD ACCESS ROAD, 109.5 FEET
 DE1604'EAST
 DE1604'SOUTHEAST OF THE CENTER OF ROAD 16, 32.3 FEET EAST SOUTHEAST OF THE
 DE1604'EAST METAL
 DE1604'GATE POST, 2.2 FEET NORTH OF A WITNESS POST.
 DE1604'RECOVERED BY T. HALL.
 DE1604' 
 DE1604' 
 DE1604' 
 DE1604' 
 DE1604' 
 DE1604' 
 DE1604' 
 DE1604'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1605 ***********************************************************************
 DE1605  DESIGNATION -  8 208
 DE1605  PID         -  DE1605
 DE1605  STATE/COUNTY-  SC/BERKELEY
 DE1605  USGS QUAD   -  SUMMERVILLE (1990)
 DE1605
 DE1605                         *CURRENT SURVEY CONTROL
 DE1605  ___________________________________________________________________
 DE1605* NAD 83(1986)-  33 04 55.     (N)    080 12 27.     (W)     SCALED    
 DE1605* NAVD 88     -        25.246  (meters)      82.83   (feet)  ADJUSTED  
 DE1605  ___________________________________________________________________
 DE1605  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DE1605  DYNAMIC HT  -          25.219 (meters)      82.74  (feet)  COMP
 DE1605  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DE1605
 DE1605  VERT ORDER  -  FIRST     CLASS II
 DE1605
 DE1605.The horizontal coordinates were scaled from a topographic map and have
 DE1605.an estimated accuracy of +/- 6 seconds.
 DE1605
 DE1605.The orthometric height was determined by differential leveling
 DE1605.and adjusted by the National Geodetic Survey in June 1991..
 DE1605
 DE1605.The geoid height was determined by GEOID03.
 DE1605
 DE1605.The dynamic height is computed by dividing the NAVD 88
 DE1605.geopotential number by the normal gravity value computed on the
 DE1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1605.degrees latitude (g = 980.6199 gals.).
 DE1605
 DE1605.The modeled gravity was interpolated from observed gravity values.
 DE1605
 DE1605;                    North         East    Units  Estimated Accuracy
 DE1605;SPC SC       -   138,750.      683,580.      MT  (+/- 180 meters Scaled)
 DE1605
 DE1605                          SUPERSEDED SURVEY CONTROL
 DE1605
 DE1605  NGVD 29 (03/21/89)   25.542  (m)           83.80   (f) ADJUSTED    1 2
 DE1605
 DE1605.Superseded values are not recommended for survey control.
 DE1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1605.See file dsdata.txt to determine how the superseded data were derived.
 DE1605
 DE1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS739606(NAD 83)
 DE1605_MARKER: DD = SURVEY DISK
 DE1605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE1605_SP_SET: IN BRIDGE
 DE1605_STAMPING: VERT 8 208 1985
 DE1605_MARK LOGO: SCGS  
 DE1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1605+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 DE1605
 DE1605  HISTORY     - Date     Condition        Report By
 DE1605  HISTORY     - 1985     MONUMENTED       SCGS
 DE1605  HISTORY     - 19970618 GOOD             USPSQD
 DE1605  HISTORY     - 20020909 GOOD             SCGS
 DE1605
 DE1605                          STATION DESCRIPTION
 DE1605
 DE1605'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1605'4.3 KM (2.7 MI) NE FROM JEDBURG.
 DE1605'10.8 KILOMETERS (6.7 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1605'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE
 DE1605'8.0 KILOMETERS (5.0 MILES) SOUTHWEST ALONG COUNTY ROAD S-8-16, SET IN
 DE1605'THE WEST CORNER OF THE OVERPASS OVER INTERSTATE 26, ALSO MAY BE
 DE1605'REACHED BY GOING 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD
 DE1605'S-18-184 (NORTH GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE,
 DE1605'THENCE 7.9 KILOMETERS (4.9 MILES) NORTHWEST ALONG U.S. HIGHWAY 78,
 DE1605'THENCE 2.95 KILOMETERS (1.85 MILES) NORTHEAST ALONG COUNTY ROAD
 DE1605'S-18-58, CONTINUE 0.9 KILOMETER (0.55 MILE) NORTHEAST ALONG COUNTY
 DE1605'ROAD S-8-16.
 DE1605'THE MARK IS 0.30 M ABOVE COUNTY ROAD.
 DE1605
 DE1605                          STATION RECOVERY (1997)
 DE1605
 DE1605'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1605'RECOVERED IN GOOD CONDITION.
 DE1605
 DE1605                          STATION RECOVERY (2002)
 DE1605
 DE1605'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1605'STATION IS SET IN THE CURB BEHIND THE GUARDRAIL AT THE WEST CORNER OF
 DE1605'THE
 DE1605'OVERPASS BRIDGE OF INTERSTATE 26 (EXIT 194) AND STATE ROAD 16 (JEDBURG
 DE1605'ROAD), 4.8 MILES
 DE1605'NORTH NORTHWEST OF SUMMERVILLE, 13.7 MILES SOUTHWEST OF MONCKS CORNER.
 DE1605'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DE1605'SC 29202, PHONE
 DE1605'803-737-1350. STATION IS A DISK SET IN THE CURB OF THE BRIDGE.
 DE1605'RECOVERED BY T. HALL.
 DE1605' 
 DE1605' 
 DE1605' 
 DE1605' 
 DE1605' 
 DE1605' 
 DE1605' 
 DE1605' 
 DE1605'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1607 ***********************************************************************
 DE1607  DESIGNATION -  8 209
 DE1607  PID         -  DE1607
 DE1607  STATE/COUNTY-  SC/BERKELEY
 DE1607  USGS QUAD   -  SUMMERVILLE (1990)
 DE1607
 DE1607                         *CURRENT SURVEY CONTROL
 DE1607  ___________________________________________________________________
 DE1607* NAD 83(1986)-  33 04 43.     (N)    080 13 21.     (W)     SCALED    
 DE1607* NAVD 88     -        20.840  (meters)      68.37   (feet)  ADJUSTED  
 DE1607  ___________________________________________________________________
 DE1607  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DE1607  DYNAMIC HT  -          20.817 (meters)      68.30  (feet)  COMP
 DE1607  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 DE1607
 DE1607  VERT ORDER  -  FIRST     CLASS II
 DE1607
 DE1607.The horizontal coordinates were scaled from a topographic map and have
 DE1607.an estimated accuracy of +/- 6 seconds.
 DE1607
 DE1607.The orthometric height was determined by differential leveling
 DE1607.and adjusted by the National Geodetic Survey in June 1991..
 DE1607
 DE1607.The geoid height was determined by GEOID03.
 DE1607
 DE1607.The dynamic height is computed by dividing the NAVD 88
 DE1607.geopotential number by the normal gravity value computed on the
 DE1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1607.degrees latitude (g = 980.6199 gals.).
 DE1607
 DE1607.The modeled gravity was interpolated from observed gravity values.
 DE1607
 DE1607;                    North         East    Units  Estimated Accuracy
 DE1607;SPC SC       -   138,370.      682,180.      MT  (+/- 180 meters Scaled)
 DE1607
 DE1607                          SUPERSEDED SURVEY CONTROL
 DE1607
 DE1607  NGVD 29 (03/21/89)   21.135  (m)           69.34   (f) ADJUSTED    1 2
 DE1607
 DE1607.Superseded values are not recommended for survey control.
 DE1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1607.See file dsdata.txt to determine how the superseded data were derived.
 DE1607
 DE1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS725602(NAD 83)
 DE1607_MARKER: DB = BENCH MARK DISK
 DE1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1607_SP_SET: CONCRETE POST
 DE1607_STAMPING: VERT 8 209 1985
 DE1607_MARK LOGO: SCGS  
 DE1607_PROJECTION: FLUSH
 DE1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1607
 DE1607  HISTORY     - Date     Condition        Report By
 DE1607  HISTORY     - 1985     MONUMENTED       SCGS
 DE1607  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 DE1607  HISTORY     - 20020909 MARK NOT FOUND   SCGS
 DE1607
 DE1607                          STATION DESCRIPTION
 DE1607
 DE1607'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1607'2.9 KM (1.8 MI) NE FROM JEDBURG.
 DE1607'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG COUNTY ROAD S-18-184 (NORTH
 DE1607'GUM STREET) FROM THE NEW SUMMERVILLE POST OFFICE, THENCE 10.05
 DE1607'KILOMETERS (6.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 3.1
 DE1607'KILOMETERS (1.95 MILES) NORTHEASTERLY ALONG COUNTY ROAD S-18-22, SET
 DE1607'IN A FLOWER BED IN FRONT OF A ONE-STORY BRICK HOUSE AT THE BERKELEY
 DE1607'AND DORCHESTER COUNTY LINE, 46.05 METERS (151.08 FEET) NORTH-NORTHWEST
 DE1607'OF A TELEPHONE JUNCTION BOX, 44.5 METERS (146.0 FEET) NORTH-NORTHEAST
 DE1607'OF THE CENTERLINE OF THE COUNTY ROAD, 9.13 METERS (29.95 FEET)
 DE1607'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 2.2 METERS (7.22 FEET)
 DE1607'SOUTH-SOUTHWEST OF THE SOUTH FACE OF THE HOUSE.
 DE1607'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 DE1607
 DE1607                          STATION RECOVERY (1997)
 DE1607
 DE1607'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1607'MARK NOT FOUND.
 DE1607
 DE1607                          STATION RECOVERY (2002)
 DE1607
 DE1607'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1607'NOT RECOVERED, MEASUREMENTS LED TO AN AREA NOW UNDER A CONCRETE
 DE1607'SIDEWALK,
 DE1607'PRESUMED DESTROYED.
 DE1607'RECOVERY BY T. HALL.
 DE1607' 
 DE1607' 
 DE1607' 
 DE1607' 
 DE1607'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1444 ***********************************************************************
 DE1444  DESIGNATION -  8 210
 DE1444  PID         -  DE1444
 DE1444  STATE/COUNTY-  SC/BERKELEY
 DE1444  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1444
 DE1444                         *CURRENT SURVEY CONTROL
 DE1444  ___________________________________________________________________
 DE1444* NAD 83(1986)-  33 04 55.     (N)    080 00 47.     (W)     SCALED    
 DE1444* NAVD 88     -         6.537  (meters)      21.45   (feet)  ADJUSTED  
 DE1444  ___________________________________________________________________
 DE1444  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DE1444  DYNAMIC HT  -           6.530 (meters)      21.42  (feet)  COMP
 DE1444  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 DE1444
 DE1444  VERT ORDER  -  FIRST     CLASS II
 DE1444
 DE1444.The horizontal coordinates were scaled from a topographic map and have
 DE1444.an estimated accuracy of +/- 6 seconds.
 DE1444
 DE1444.The orthometric height was determined by differential leveling
 DE1444.and adjusted by the National Geodetic Survey in June 1991..
 DE1444
 DE1444.The geoid height was determined by GEOID03.
 DE1444
 DE1444.The dynamic height is computed by dividing the NAVD 88
 DE1444.geopotential number by the normal gravity value computed on the
 DE1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1444.degrees latitude (g = 980.6199 gals.).
 DE1444
 DE1444.The modeled gravity was interpolated from observed gravity values.
 DE1444
 DE1444;                    North         East    Units  Estimated Accuracy
 DE1444;SPC SC       -   138,910.      701,730.      MT  (+/- 180 meters Scaled)
 DE1444
 DE1444                          SUPERSEDED SURVEY CONTROL
 DE1444
 DE1444  NGVD 29 (03/21/89)    6.838  (m)           22.43   (f) ADJUSTED    1 2
 DE1444
 DE1444.Superseded values are not recommended for survey control.
 DE1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1444.See file dsdata.txt to determine how the superseded data were derived.
 DE1444
 DE1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS921608(NAD 83)
 DE1444_MARKER: DB = BENCH MARK DISK
 DE1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1444_SP_SET: CONCRETE POST
 DE1444_STAMPING: VERT 8 210 1985
 DE1444_MARK LOGO: SCGS  
 DE1444_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1444
 DE1444  HISTORY     - Date     Condition        Report By
 DE1444  HISTORY     - 1985     MONUMENTED       SCGS
 DE1444  HISTORY     - 19970624 GOOD             USPSQD
 DE1444
 DE1444                          STATION DESCRIPTION
 DE1444
 DE1444'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1444'14.5 KM (9.0 MI) SW FROM CORDESVILLE.
 DE1444'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DE1444'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DE1444'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE
 DE1444'6.35 KILOMETERS (3.95 MILES) NORTHWESTERLY ALONG ALONG COUNTY ROAD
 DE1444'S-8-9, SET NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF THE
 DE1444'INTERSECTION OF COUNTY ROAD S-8-791, 62.2 METERS (204.07 FEET) EAST OF
 DE1444'THE CENTERLINE OF COUNTY ROAD S-8-791, 42.5 METERS (139.44 FEET)
 DE1444'EAST-SOUTHEAST OF A FENCE CORNER, 12.0 METERS (39.37 FEET) SOUTH OF
 DE1444'THE CENTERLINE OF COUNTY ROAD S-8-9, 1.8 METERS (5.91 FEET) WEST OF
 DE1444'THE POWER POLE.
 DE1444'THE MARK IS 0.59 METERS  N FROM A WITNESS POST.
 DE1444'THE MARK IS 0.90 M BELOW COUNTY ROAD S-8-9.
 DE1444
 DE1444                          STATION RECOVERY (1997)
 DE1444
 DE1444'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1627 ***********************************************************************
 DE1627  DESIGNATION -  8 211
 DE1627  PID         -  DE1627
 DE1627  STATE/COUNTY-  SC/BERKELEY
 DE1627  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1627
 DE1627                         *CURRENT SURVEY CONTROL
 DE1627  ___________________________________________________________________
 DE1627* NAD 83(1986)-  33 01 55.     (N)    080 02 37.     (W)     SCALED    
 DE1627* NAVD 88     -         8.866  (meters)      29.09   (feet)  ADJUSTED  
 DE1627  ___________________________________________________________________
 DE1627  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DE1627  DYNAMIC HT  -           8.856 (meters)      29.06  (feet)  COMP
 DE1627  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 DE1627
 DE1627  VERT ORDER  -  FIRST     CLASS II
 DE1627
 DE1627.The horizontal coordinates were scaled from a topographic map and have
 DE1627.an estimated accuracy of +/- 6 seconds.
 DE1627
 DE1627.The orthometric height was determined by differential leveling
 DE1627.and adjusted by the National Geodetic Survey in June 1991..
 DE1627
 DE1627.The geoid height was determined by GEOID03.
 DE1627
 DE1627.The dynamic height is computed by dividing the NAVD 88
 DE1627.geopotential number by the normal gravity value computed on the
 DE1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1627.degrees latitude (g = 980.6199 gals.).
 DE1627
 DE1627.The modeled gravity was interpolated from observed gravity values.
 DE1627
 DE1627;                    North         East    Units  Estimated Accuracy
 DE1627;SPC SC       -   133,340.      698,930.      MT  (+/- 180 meters Scaled)
 DE1627
 DE1627                          SUPERSEDED SURVEY CONTROL
 DE1627
 DE1627  NGVD 29 (03/21/89)    9.162  (m)           30.06   (f) ADJUSTED    1 2
 DE1627
 DE1627.Superseded values are not recommended for survey control.
 DE1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1627.See file dsdata.txt to determine how the superseded data were derived.
 DE1627
 DE1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS893552(NAD 83)
 DE1627_MARKER: DB = BENCH MARK DISK
 DE1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1627_SP_SET: CONCRETE POST
 DE1627_STAMPING: VERT 8 211 1985
 DE1627_MARK LOGO: SCGS  
 DE1627_PROJECTION: FLUSH
 DE1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1627
 DE1627  HISTORY     - Date     Condition        Report By
 DE1627  HISTORY     - 1985     MONUMENTED       SCGS
 DE1627  HISTORY     - 19970624 MARK NOT FOUND   USPSQD
 DE1627
 DE1627                          STATION DESCRIPTION
 DE1627
 DE1627'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1627'0.9 KM (0.55 MI) WEST FROM MOUNT HOLLY.
 DE1627'0.9 KILOMETER (0.55 MILE) WESTERLY ALONG COUNTY ROAD S-8-45 (OLD MOUNT
 DE1627'HOLLY ROAD) FROM THE MOUNT HOLLY POST OFFICE, SET IN THE SOUTHEAST
 DE1627'ANGLE OF THE INTERSECTION OF A CONCRETE DRIVE LEADING TO A ONE-STORY
 DE1627'BRICK HOUSE, 61.07 METERS (200.36 FEET) NORTHEAST OF THE NORTHEAST
 DE1627'CORNER OF A TWO-STORY BRICK HOUSE, 30.7 METERS (100.72 FEET)
 DE1627'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE ONE-STORY BRICK HOUSE,
 DE1627'12.0 METERS (39.37 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 DE1627'COUNTY ROAD, 8.65 METERS (28.38 FEET) EAST-SOUTHEAST OF THE
 DE1627'APPROXIMATE CENTER OF THE CONCRETE DRIVE, 43.1 METERS (141.4 FEET)
 DE1627'WEST-NORTHWEST OF A YARD LIGHT IN THE FRONT YARD OF THE ONE-STORY
 DE1627'BRICK HOUSE, 53.4 METERS (175.2 FEET) NORTH-NORTHEAST OF A POWER POLE
 DE1627'WITH A TRANSFORMER AND STREET LIGHT.
 DE1627'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
 DE1627
 DE1627                          STATION RECOVERY (1997)
 DE1627
 DE1627'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1310 ***********************************************************************
 DD1310  DESIGNATION -  8 212
 DD1310  PID         -  DD1310
 DD1310  STATE/COUNTY-  SC/BERKELEY
 DD1310  USGS QUAD   -  KITTREDGE (1979)
 DD1310
 DD1310                         *CURRENT SURVEY CONTROL
 DD1310  ___________________________________________________________________
 DD1310* NAD 83(1986)-  33 03 22.     (N)    079 57 20.     (W)     SCALED    
 DD1310* NAVD 88     -         1.580  (meters)       5.18   (feet)  ADJUSTED  
 DD1310  ___________________________________________________________________
 DD1310  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DD1310  DYNAMIC HT  -           1.578 (meters)       5.18  (feet)  COMP
 DD1310  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 DD1310
 DD1310  VERT ORDER  -  FIRST     CLASS II
 DD1310
 DD1310.The horizontal coordinates were scaled from a topographic map and have
 DD1310.an estimated accuracy of +/- 6 seconds.
 DD1310
 DD1310.The orthometric height was determined by differential leveling
 DD1310.and adjusted by the National Geodetic Survey in June 1991..
 DD1310
 DD1310.The geoid height was determined by GEOID03.
 DD1310
 DD1310.The dynamic height is computed by dividing the NAVD 88
 DD1310.geopotential number by the normal gravity value computed on the
 DD1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1310.degrees latitude (g = 980.6199 gals.).
 DD1310
 DD1310.The modeled gravity was interpolated from observed gravity values.
 DD1310
 DD1310;                    North         East    Units  Estimated Accuracy
 DD1310;SPC SC       -   136,100.      707,130.      MT  (+/- 180 meters Scaled)
 DD1310
 DD1310                          SUPERSEDED SURVEY CONTROL
 DD1310
 DD1310  NGVD 29 (03/21/89)    1.883  (m)            6.18   (f) ADJUSTED    1 2
 DD1310
 DD1310.Superseded values are not recommended for survey control.
 DD1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1310.See file dsdata.txt to determine how the superseded data were derived.
 DD1310
 DD1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS975579(NAD 83)
 DD1310_MARKER: DB = BENCH MARK DISK
 DD1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1310_SP_SET: CONCRETE POST
 DD1310_STAMPING: VERT 8 212 1985
 DD1310_MARK LOGO: SCGS  
 DD1310_PROJECTION: FLUSH
 DD1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1310
 DD1310  HISTORY     - Date     Condition        Report By
 DD1310  HISTORY     - 1985     MONUMENTED       SCGS
 DD1310
 DD1310                          STATION DESCRIPTION
 DD1310
 DD1310'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1310'11.3 KM (7.0 MI) SW FROM CORDESVILLE.
 DD1310'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1310'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1310'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE
 DD1310'0.25 KILOMETER (0.15 MILE) EAST ALONG COUNTY ROAD S-8-9, SET IN THE
 DD1310'WEST ANGLE OF THE INTERSECTION OF THE ENTRANCE ROAD TO CYPRESS
 DD1310'GARDENS, 25.8 METERS (84.65 FEET) NORTH-NORTHEAST OF THE APPROXIMATE
 DD1310'CENTER OF A PRIVATE ROAD RUNNING PARALLEL WITH COUNTY ROAD S-8-9,
 DD1310'25.0 METERS (82.02 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF
 DD1310'THE ENTRANCE ROAD, 13.47 METERS (44.19 FEET) SOUTH-SOUTHWEST OF THE
 DD1310'CENTERLINE OF THE COUNTY ROAD, 13.6 METERS (44.62 FEET) EAST OF A
 DD1310'48-INCH PINE TREE.
 DD1310'THE MARK IS 1.20 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1563 ***********************************************************************
 DE1563  DESIGNATION -  8 213
 DE1563  PID         -  DE1563
 DE1563  STATE/COUNTY-  SC/BERKELEY
 DE1563  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1563
 DE1563                         *CURRENT SURVEY CONTROL
 DE1563  ___________________________________________________________________
 DE1563* NAD 83(1986)-  33 04 38.     (N)    080 05 03.     (W)     SCALED    
 DE1563* NAVD 88     -        18.735  (meters)      61.47   (feet)  ADJUSTED  
 DE1563  ___________________________________________________________________
 DE1563  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DE1563  DYNAMIC HT  -          18.715 (meters)      61.40  (feet)  COMP
 DE1563  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DE1563
 DE1563  VERT ORDER  -  FIRST     CLASS II
 DE1563
 DE1563.The horizontal coordinates were scaled from a topographic map and have
 DE1563.an estimated accuracy of +/- 6 seconds.
 DE1563
 DE1563.The orthometric height was determined by differential leveling
 DE1563.and adjusted by the National Geodetic Survey in June 1991..
 DE1563
 DE1563.The geoid height was determined by GEOID03.
 DE1563
 DE1563.The dynamic height is computed by dividing the NAVD 88
 DE1563.geopotential number by the normal gravity value computed on the
 DE1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1563.degrees latitude (g = 980.6199 gals.).
 DE1563
 DE1563.The modeled gravity was interpolated from observed gravity values.
 DE1563
 DE1563;                    North         East    Units  Estimated Accuracy
 DE1563;SPC SC       -   138,330.      695,100.      MT  (+/- 180 meters Scaled)
 DE1563
 DE1563                          SUPERSEDED SURVEY CONTROL
 DE1563
 DE1563  NGVD 29 (03/21/89)   19.031  (m)           62.44   (f) ADJUSTED    1 2
 DE1563
 DE1563.Superseded values are not recommended for survey control.
 DE1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1563.See file dsdata.txt to determine how the superseded data were derived.
 DE1563
 DE1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS854602(NAD 83)
 DE1563_MARKER: DB = BENCH MARK DISK
 DE1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1563_SP_SET: CONCRETE POST
 DE1563_STAMPING: VERT 8 213 1985
 DE1563_MARK LOGO: SCGS  
 DE1563_PROJECTION: FLUSH
 DE1563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1563
 DE1563  HISTORY     - Date     Condition        Report By
 DE1563  HISTORY     - 1985     MONUMENTED       SCGS
 DE1563  HISTORY     - 19970625 GOOD             USPSQD
 DE1563
 DE1563                          STATION DESCRIPTION
 DE1563
 DE1563'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1563'1.7 KM (1.05 MI) NE FROM CARNES CROSSROAD.
 DE1563'1.7 KILOMETERS (1.05 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DE1563'FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES CROSSROAD, SET
 DE1563'NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A SAND ROAD LEADING
 DE1563'EAST-SOUTHEAST, 21.5 METERS (70.54 FEET) NORTH-NORTHEAST OF THE
 DE1563'APPROXIMATE CENTER OF THE SAND ROAD, 11.82 METERS (38.78 FEET)
 DE1563'EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 17, 6.1 METERS (20.01
 DE1563'FEET) WEST-NORTHWEST OF THE BLAZED 10-INCH OAK TREE, 1.93 METERS (6.33
 DE1563'FEET) SOUTH-SOUTHWEST OF THE POWER POLE.
 DE1563'THE MARK IS 0.47 METERS  WNW FROM A WITNESS POST.
 DE1563'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17.
 DE1563
 DE1563                          STATION RECOVERY (1997)
 DE1563
 DE1563'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1441 ***********************************************************************
 DE1441  DESIGNATION -  8 214
 DE1441  PID         -  DE1441
 DE1441  STATE/COUNTY-  SC/BERKELEY
 DE1441  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1441
 DE1441                         *CURRENT SURVEY CONTROL
 DE1441  ___________________________________________________________________
 DE1441* NAD 83(1986)-  33 01 52.     (N)    080 02 02.     (W)     SCALED    
 DE1441* NAVD 88     -        12.909  (meters)      42.35   (feet)  ADJUSTED  
 DE1441  ___________________________________________________________________
 DE1441  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DE1441  DYNAMIC HT  -          12.896 (meters)      42.31  (feet)  COMP
 DE1441  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DE1441
 DE1441  VERT ORDER  -  FIRST     CLASS II
 DE1441
 DE1441.The horizontal coordinates were scaled from a topographic map and have
 DE1441.an estimated accuracy of +/- 6 seconds.
 DE1441
 DE1441.The orthometric height was determined by differential leveling
 DE1441.and adjusted by the National Geodetic Survey in June 1991..
 DE1441
 DE1441.The geoid height was determined by GEOID03.
 DE1441
 DE1441.The dynamic height is computed by dividing the NAVD 88
 DE1441.geopotential number by the normal gravity value computed on the
 DE1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1441.degrees latitude (g = 980.6199 gals.).
 DE1441
 DE1441.The modeled gravity was interpolated from observed gravity values.
 DE1441
 DE1441;                    North         East    Units  Estimated Accuracy
 DE1441;SPC SC       -   133,250.      699,840.      MT  (+/- 180 meters Scaled)
 DE1441
 DE1441                          SUPERSEDED SURVEY CONTROL
 DE1441
 DE1441  NGVD 29 (03/21/89)   13.206  (m)           43.33   (f) ADJUSTED    1 2
 DE1441
 DE1441.Superseded values are not recommended for survey control.
 DE1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1441.See file dsdata.txt to determine how the superseded data were derived.
 DE1441
 DE1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS902551(NAD 83)
 DE1441_MARKER: DB = BENCH MARK DISK
 DE1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1441_SP_SET: CONCRETE POST
 DE1441_STAMPING: VERT 8 214 1985
 DE1441_MARK LOGO: SCGS  
 DE1441_PROJECTION: FLUSH
 DE1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1441
 DE1441  HISTORY     - Date     Condition        Report By
 DE1441  HISTORY     - 1985     MONUMENTED       SCGS
 DE1441  HISTORY     - 1985     GOOD             SCGS
 DE1441  HISTORY     - 19970624 MARK NOT FOUND   USPSQD
 DE1441
 DE1441                          STATION DESCRIPTION
 DE1441
 DE1441'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1441'IN MOUNT HOLLY.
 DE1441'SET NEAR A POWER POLE IN FRONT OF THE MOUNT HOLLY POST OFFICE, 3.9
 DE1441'KILOMETERS (2.4 MILES) NORTH OF GOOSE CREEK, 44.35 METERS (145.51
 DE1441'FEET) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY BRICK
 DE1441'HOUSE ON THE SOUTH SIDE OF THE MOUNT HOLLY POST OFFICE, 32.7 METERS
 DE1441'(107.28 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOUNT HOLLY
 DE1441'POST OFFICE, 57.0 METERS (187.01 FEET) SOUTH-SOUTHWEST OF THE
 DE1441'APPROXIMATE CENTER OF A PAVED ROAD THAT CROSSES OVER SOME RAILROAD
 DE1441'TRACKS, 7.06 METERS (23.16 FEET) EAST-SOUTHEAST OF THE EAST RAIL OF
 DE1441'THE EAST SET OF RAILROAD TRACKS, 1.45 METERS (4.76 FEET) SOUTHWEST OF
 DE1441'THE POWER POLE, 6.15 METERS (20.18 FEET) WEST-NORTHWEST OF THE
 DE1441'APPROXIMATE CENTER OF A SAND ROAD THAT RUNS PARALELL WITH THE RAILROAD
 DE1441'TRACKS.
 DE1441'THE MARK IS 0.43 METERS  SSW FROM A WITNESS POST.
 DE1441'THE MARK IS 0.60 M BELOW RAILROAD TRACKS.
 DE1441
 DE1441                          STATION RECOVERY (1985)
 DE1441
 DE1441'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1441'RECOVERED IN GOOD CONDITION.
 DE1441
 DE1441                          STATION RECOVERY (1997)
 DE1441
 DE1441'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1562 ***********************************************************************
 DE1562  DESIGNATION -  8 215
 DE1562  PID         -  DE1562
 DE1562  STATE/COUNTY-  SC/BERKELEY
 DE1562  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1562
 DE1562                         *CURRENT SURVEY CONTROL
 DE1562  ___________________________________________________________________
 DE1562* NAD 83(1986)-  33 05 41.     (N)    080 04 43.     (W)     SCALED    
 DE1562* NAVD 88     -        22.474  (meters)      73.73   (feet)  ADJUSTED  
 DE1562  ___________________________________________________________________
 DE1562  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DE1562  DYNAMIC HT  -          22.450 (meters)      73.65  (feet)  COMP
 DE1562  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 DE1562
 DE1562  VERT ORDER  -  FIRST     CLASS II
 DE1562
 DE1562.The horizontal coordinates were scaled from a topographic map and have
 DE1562.an estimated accuracy of +/- 6 seconds.
 DE1562
 DE1562.The orthometric height was determined by differential leveling
 DE1562.and adjusted by the National Geodetic Survey in June 1991..
 DE1562
 DE1562.The geoid height was determined by GEOID03.
 DE1562
 DE1562.The dynamic height is computed by dividing the NAVD 88
 DE1562.geopotential number by the normal gravity value computed on the
 DE1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1562.degrees latitude (g = 980.6199 gals.).
 DE1562
 DE1562.The modeled gravity was interpolated from observed gravity values.
 DE1562
 DE1562;                    North         East    Units  Estimated Accuracy
 DE1562;SPC SC       -   140,270.      695,600.      MT  (+/- 180 meters Scaled)
 DE1562
 DE1562                          SUPERSEDED SURVEY CONTROL
 DE1562
 DE1562  NGVD 29 (03/21/89)   22.770  (m)           74.70   (f) ADJUSTED    1 2
 DE1562
 DE1562.Superseded values are not recommended for survey control.
 DE1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1562.See file dsdata.txt to determine how the superseded data were derived.
 DE1562
 DE1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS859621(NAD 83)
 DE1562_MARKER: DB = BENCH MARK DISK
 DE1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1562_SP_SET: CONCRETE POST
 DE1562_STAMPING: VERT 8 215 1985
 DE1562_MARK LOGO: SCGS  
 DE1562_PROJECTION: FLUSH
 DE1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1562
 DE1562  HISTORY     - Date     Condition        Report By
 DE1562  HISTORY     - 1985     MONUMENTED       SCGS
 DE1562  HISTORY     - 19970624 GOOD             USPSQD
 DE1562
 DE1562                          STATION DESCRIPTION
 DE1562
 DE1562'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1562'3.7 KM (2.3 MI) NE FROM CARNES CROSSROAD.
 DE1562'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DE1562'FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES CROSSROAD, SET
 DE1562'NEAR A POWER POLE IN FRONT OF TWO ALUMINUM BUILDINGS IN THE NORTH
 DE1562'ANGLE OF A PAVED ROAD LEADING WEST-NORTHWEST, 49.1 METERS (161.09
 DE1562'FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD,
 DE1562'17.5 METERS (57.41 FEET) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 DE1562'SMALL ALUMINUM BUILDING, 19.95 METERS (65.45 FEET) SOUTH-SOUTHEAST OF
 DE1562'THE SOUTHEAST CORNER OF THE LARGE ALUMINUM BUILDING, 11.75 METERS
 DE1562'(38.55 FEET) WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 17, 1.0 METER
 DE1562'(3.28 FEET) SOUTH-SOUTHWEST OF THE POWER POLE.
 DE1562'THE MARK IS 0.93 METERS  SSW FROM A WITNESS POST.
 DE1562'THE MARK IS 0.30 M BELOW HIGHWAY.
 DE1562
 DE1562                          STATION RECOVERY (1997)
 DE1562
 DE1562'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1561 ***********************************************************************
 DE1561  DESIGNATION -  8 216
 DE1561  PID         -  DE1561
 DE1561  STATE/COUNTY-  SC/BERKELEY
 DE1561  USGS QUAD   -  MOUNT HOLLY (1979)
 DE1561
 DE1561                         *CURRENT SURVEY CONTROL
 DE1561  ___________________________________________________________________
 DE1561* NAD 83(1986)-  33 06 46.     (N)    080 04 20.     (W)     SCALED    
 DE1561* NAVD 88     -        23.796  (meters)      78.07   (feet)  ADJUSTED  
 DE1561  ___________________________________________________________________
 DE1561  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DE1561  DYNAMIC HT  -          23.770 (meters)      77.99  (feet)  COMP
 DE1561  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 DE1561
 DE1561  VERT ORDER  -  FIRST     CLASS II
 DE1561
 DE1561.The horizontal coordinates were scaled from a topographic map and have
 DE1561.an estimated accuracy of +/- 6 seconds.
 DE1561
 DE1561.The orthometric height was determined by differential leveling
 DE1561.and adjusted by the National Geodetic Survey in June 1991..
 DE1561
 DE1561.The geoid height was determined by GEOID03.
 DE1561
 DE1561.The dynamic height is computed by dividing the NAVD 88
 DE1561.geopotential number by the normal gravity value computed on the
 DE1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1561.degrees latitude (g = 980.6199 gals.).
 DE1561
 DE1561.The modeled gravity was interpolated from observed gravity values.
 DE1561
 DE1561;                    North         East    Units  Estimated Accuracy
 DE1561;SPC SC       -   142,280.      696,180.      MT  (+/- 180 meters Scaled)
 DE1561
 DE1561                          SUPERSEDED SURVEY CONTROL
 DE1561
 DE1561  NGVD 29 (03/21/89)   24.092  (m)           79.04   (f) ADJUSTED    1 2
 DE1561
 DE1561.Superseded values are not recommended for survey control.
 DE1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1561.See file dsdata.txt to determine how the superseded data were derived.
 DE1561
 DE1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS865641(NAD 83)
 DE1561_MARKER: DB = BENCH MARK DISK
 DE1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1561_SP_SET: CONCRETE POST
 DE1561_STAMPING: VERT 8 216 1985
 DE1561_MARK LOGO: SCGS  
 DE1561_PROJECTION: FLUSH
 DE1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1561
 DE1561  HISTORY     - Date     Condition        Report By
 DE1561  HISTORY     - 1985     MONUMENTED       SCGS
 DE1561  HISTORY     - 19970624 GOOD             USPSQD
 DE1561
 DE1561                          STATION DESCRIPTION
 DE1561
 DE1561'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1561'5.7 KM (3.55 MI) NE FROM CARNES CROSSROAD.
 DE1561'5.7 KILOMETERS (3.55 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DE1561'FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES CROSSROAD, SET
 DE1561'NEAR A POWER POLE WITH THREE TRANSFORMERS IN THE NORTHWEST ANGLE OF
 DE1561'THE INTERSECTION OF COUNTY ROAD S-8-933, 38.78 METERS (127.23 FEET)
 DE1561'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 17, 20.8 METERS (68.24
 DE1561'FEET) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A ONE-STORY BRICK HOUSE,
 DE1561'8.6 METERS (28.22 FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF
 DE1561'COUNTY ROAD S-8-933, 0.7 METER (2.3 FEET) NORTH OF THE POWER POLE.
 DE1561'THE MARK IS 0.60 METERS  NNW FROM A WITNESS POST.
 DE1561'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
 DE1561
 DE1561                          STATION RECOVERY (1997)
 DE1561
 DE1561'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1560 ***********************************************************************
 DE1560  DESIGNATION -  8 217
 DE1560  PID         -  DE1560
 DE1560  STATE/COUNTY-  SC/BERKELEY
 DE1560  USGS QUAD   -  MONCKS CORNER (1979)
 DE1560
 DE1560                         *CURRENT SURVEY CONTROL
 DE1560  ___________________________________________________________________
 DE1560* NAD 83(1986)-  33 07 41.     (N)    080 04 02.     (W)     SCALED    
 DE1560* NAVD 88     -        25.246  (meters)      82.83   (feet)  ADJUSTED  
 DE1560  ___________________________________________________________________
 DE1560  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DE1560  DYNAMIC HT  -          25.219 (meters)      82.74  (feet)  COMP
 DE1560  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DE1560
 DE1560  VERT ORDER  -  FIRST     CLASS II
 DE1560
 DE1560.The horizontal coordinates were scaled from a topographic map and have
 DE1560.an estimated accuracy of +/- 6 seconds.
 DE1560
 DE1560.The orthometric height was determined by differential leveling
 DE1560.and adjusted by the National Geodetic Survey in June 1991..
 DE1560
 DE1560.The geoid height was determined by GEOID03.
 DE1560
 DE1560.The dynamic height is computed by dividing the NAVD 88
 DE1560.geopotential number by the normal gravity value computed on the
 DE1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1560.degrees latitude (g = 980.6199 gals.).
 DE1560
 DE1560.The modeled gravity was interpolated from observed gravity values.
 DE1560
 DE1560;                    North         East    Units  Estimated Accuracy
 DE1560;SPC SC       -   143,980.      696,630.      MT  (+/- 180 meters Scaled)
 DE1560
 DE1560                          SUPERSEDED SURVEY CONTROL
 DE1560
 DE1560  NGVD 29 (03/21/89)   25.543  (m)           83.80   (f) ADJUSTED    1 2
 DE1560
 DE1560.Superseded values are not recommended for survey control.
 DE1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1560.See file dsdata.txt to determine how the superseded data were derived.
 DE1560
 DE1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS870658(NAD 83)
 DE1560_MARKER: DB = BENCH MARK DISK
 DE1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1560_SP_SET: CONCRETE POST
 DE1560_STAMPING: VERT 8 217 1985
 DE1560_MARK LOGO: SCGS  
 DE1560_PROJECTION: FLUSH
 DE1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1560
 DE1560  HISTORY     - Date     Condition        Report By
 DE1560  HISTORY     - 1985     MONUMENTED       SCGS
 DE1560  HISTORY     - 19970624 GOOD             USPSQD
 DE1560
 DE1560                          STATION DESCRIPTION
 DE1560
 DE1560'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1560'7.5 KM (4.65 MI) NE FROM CARNES CROSSROAD.
 DE1560'7.5 KILOMETERS (4.65 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DE1560'FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES CROSSROAD, SET
 DE1560'NEAR A POWER POLE IN THE NORTHEAST CORNER OF THE YARD OF A ONE-STORY
 DE1560'HOUSE BEFORE A GROCERY STORE, 45.13 METERS (148.06 FEET)
 DE1560'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE-STORY WOOD HOUSE ON
 DE1560'THE SOUTH SIDE OF THE GROCERY STORE, 32.0 METERS (104.99 FEET)
 DE1560'NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 11.1 METERS (36.42
 DE1560'FEET) WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 17, 11.75 METERS
 DE1560'(38.55 FEET) NORTH-NORTHEAST OF A TWIN TRUNK CHINA BERRY TREE,
 DE1560'0.73 METER (2.4 FEET) EAST-SOUTHEAST OF THE POWER POLE.
 DE1560'THE MARK IS 0.60 METERS  ESE FROM A WITNESS POST.
 DE1560'THE MARK IS 0.60 M BELOW HIGHWAY.
 DE1560
 DE1560                          STATION RECOVERY (1997)
 DE1560
 DE1560'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1559 ***********************************************************************
 DE1559  DESIGNATION -  8 218
 DE1559  PID         -  DE1559
 DE1559  STATE/COUNTY-  SC/BERKELEY
 DE1559  USGS QUAD   -  MONCKS CORNER (1979)
 DE1559
 DE1559                         *CURRENT SURVEY CONTROL
 DE1559  ___________________________________________________________________
 DE1559* NAD 83(1986)-  33 08 39.     (N)    080 03 42.     (W)     SCALED    
 DE1559* NAVD 88     -        25.723  (meters)      84.39   (feet)  ADJUSTED  
 DE1559  ___________________________________________________________________
 DE1559  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DE1559  DYNAMIC HT  -          25.695 (meters)      84.30  (feet)  COMP
 DE1559  MODELED GRAV-     979,570.0   (mgal)                       NAVD 88
 DE1559
 DE1559  VERT ORDER  -  FIRST     CLASS II
 DE1559
 DE1559.The horizontal coordinates were scaled from a topographic map and have
 DE1559.an estimated accuracy of +/- 6 seconds.
 DE1559
 DE1559.The orthometric height was determined by differential leveling
 DE1559.and adjusted by the National Geodetic Survey in June 1991..
 DE1559
 DE1559.The geoid height was determined by GEOID03.
 DE1559
 DE1559.The dynamic height is computed by dividing the NAVD 88
 DE1559.geopotential number by the normal gravity value computed on the
 DE1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1559.degrees latitude (g = 980.6199 gals.).
 DE1559
 DE1559.The modeled gravity was interpolated from observed gravity values.
 DE1559
 DE1559;                    North         East    Units  Estimated Accuracy
 DE1559;SPC SC       -   145,770.      697,130.      MT  (+/- 180 meters Scaled)
 DE1559
 DE1559                          SUPERSEDED SURVEY CONTROL
 DE1559
 DE1559  NGVD 29 (03/21/89)   26.020  (m)           85.37   (f) ADJUSTED    1 2
 DE1559
 DE1559.Superseded values are not recommended for survey control.
 DE1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1559.See file dsdata.txt to determine how the superseded data were derived.
 DE1559
 DE1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS875676(NAD 83)
 DE1559_MARKER: DB = BENCH MARK DISK
 DE1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1559_SP_SET: CONCRETE POST
 DE1559_STAMPING: VERT 8 218 1985
 DE1559_MARK LOGO: SCGS  
 DE1559_PROJECTION: FLUSH
 DE1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1559
 DE1559  HISTORY     - Date     Condition        Report By
 DE1559  HISTORY     - 1985     MONUMENTED       SCGS
 DE1559  HISTORY     - 19970624 GOOD             USPSQD
 DE1559
 DE1559                          STATION DESCRIPTION
 DE1559
 DE1559'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1559'9.3 KM (5.8 MI) NE FROM CARNES CROSSROAD.
 DE1559'9.3 KILOMETERS (5.8 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DE1559'FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES CROSSROAD, SET
 DE1559'NEAR A POWER POLE WITH A STREET LIGHT, NEAR THE OAK CHAPEL BAPTIST
 DE1559'CHURCH, 49.15 METERS (161.25 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF
 DE1559'HIGHWAY 17, 22.65 METERS (74.31 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST
 DE1559'CORNER OF THE CHURCH, 22.14 METERS (72.64 FEET) WEST-NORTHWEST OF THE
 DE1559'NORTHWEST CORNER OF A ONE-STORY WOOD HOUSE ON THE SOUTH SIDE OF THE
 DE1559'CHURCH, 4.7 METERS (15.42 FEET) NORTH-NORTHEAST OF A TWIN TRUNK OAK
 DE1559'TREE, 0.7 METER (2.3 FEET) SOUTH-SOUTHWEST OF THE POWER POLE.
 DE1559'THE MARK IS 0.70 METERS  SSW FROM A WITNESS POST.
 DE1559'THE MARK IS ABOVE LEVEL WITH PARKING AREA.
 DE1559
 DE1559                          STATION RECOVERY (1997)
 DE1559
 DE1559'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1558 ***********************************************************************
 DE1558  DESIGNATION -  8 219
 DE1558  PID         -  DE1558
 DE1558  STATE/COUNTY-  SC/BERKELEY
 DE1558  USGS QUAD   -  MONCKS CORNER (1979)
 DE1558
 DE1558                         *CURRENT SURVEY CONTROL
 DE1558  ___________________________________________________________________
 DE1558* NAD 83(1986)-  33 09 34.     (N)    080 03 29.     (W)     SCALED    
 DE1558* NAVD 88     -        27.662  (meters)      90.75   (feet)  ADJUSTED  
 DE1558  ___________________________________________________________________
 DE1558  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DE1558  DYNAMIC HT  -          27.633 (meters)      90.66  (feet)  COMP
 DE1558  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 DE1558
 DE1558  VERT ORDER  -  FIRST     CLASS II
 DE1558
 DE1558.The horizontal coordinates were scaled from a topographic map and have
 DE1558.an estimated accuracy of +/- 6 seconds.
 DE1558
 DE1558.The orthometric height was determined by differential leveling
 DE1558.and adjusted by the National Geodetic Survey in June 1991..
 DE1558
 DE1558.The geoid height was determined by GEOID03.
 DE1558
 DE1558.The dynamic height is computed by dividing the NAVD 88
 DE1558.geopotential number by the normal gravity value computed on the
 DE1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1558.degrees latitude (g = 980.6199 gals.).
 DE1558
 DE1558.The modeled gravity was interpolated from observed gravity values.
 DE1558
 DE1558;                    North         East    Units  Estimated Accuracy
 DE1558;SPC SC       -   147,460.      697,450.      MT  (+/- 180 meters Scaled)
 DE1558
 DE1558                          SUPERSEDED SURVEY CONTROL
 DE1558
 DE1558  NGVD 29 (03/21/89)   27.960  (m)           91.73   (f) ADJUSTED    1 2
 DE1558
 DE1558.Superseded values are not recommended for survey control.
 DE1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1558.See file dsdata.txt to determine how the superseded data were derived.
 DE1558
 DE1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS878693(NAD 83)
 DE1558_MARKER: DB = BENCH MARK DISK
 DE1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1558_SP_SET: CONCRETE POST
 DE1558_STAMPING: VERT 8 219 1985
 DE1558_MARK LOGO: SCGS  
 DE1558_PROJECTION: FLUSH
 DE1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1558
 DE1558  HISTORY     - Date     Condition        Report By
 DE1558  HISTORY     - 1985     MONUMENTED       SCGS
 DE1558  HISTORY     - 19970624 GOOD             USPSQD
 DE1558
 DE1558                          STATION DESCRIPTION
 DE1558
 DE1558'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1558'11.2 KM (7.05 MI) NE FROM CARNES CROSSROAD.
 DE1558'11.0 KILOMETERS (6.85 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DE1558'FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES CROSSROAD, THENCE
 DE1558'0.3 KILOMETER (0.2 MILE) NORTHERLY ALONG COUNTY ROAD S-8-34, SET NEAR
 DE1558'A POWER POLE IN THE SOUTHEAST CORNER OF THE YARD OF A SMALL ONE-STORY
 DE1558'STUCCO HOUSE, 26.88 METERS (88.19 FEET) NORTHEAST OF THE NORTHEAST
 DE1558'CORNER OF A ONE-STORY RED BRICK HOUSE, 15.6 METERS (51.18 FEET)
 DE1558'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STUCCO HOUSE, 8.4 METERS
 DE1558'(27.56 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 DE1558'1.15 METERS (3.77 FEET) NORTH-NORTHEAST OF THE POWER POLE, 3.23 METERS
 DE1558'(10.6 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY
 DE1558'LEADING TO THE STUCCO HOUSE.
 DE1558'THE MARK IS 1.15 METERS  NNE FROM A WITNESS POST.
 DE1558'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1558
 DE1558                          STATION RECOVERY (1997)
 DE1558
 DE1558'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1557 ***********************************************************************
 DE1557  DESIGNATION -  8 220
 DE1557  PID         -  DE1557
 DE1557  STATE/COUNTY-  SC/BERKELEY
 DE1557  USGS QUAD   -  MONCKS CORNER (1979)
 DE1557
 DE1557                         *CURRENT SURVEY CONTROL
 DE1557  ___________________________________________________________________
 DE1557* NAD 83(1986)-  33 10 34.     (N)    080 03 16.     (W)     SCALED    
 DE1557* NAVD 88     -        28.034  (meters)      91.97   (feet)  ADJUSTED  
 DE1557  ___________________________________________________________________
 DE1557  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DE1557  DYNAMIC HT  -          28.004 (meters)      91.88  (feet)  COMP
 DE1557  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 DE1557
 DE1557  VERT ORDER  -  FIRST     CLASS II
 DE1557
 DE1557.The horizontal coordinates were scaled from a topographic map and have
 DE1557.an estimated accuracy of +/- 6 seconds.
 DE1557
 DE1557.The orthometric height was determined by differential leveling
 DE1557.and adjusted by the National Geodetic Survey in June 1991..
 DE1557
 DE1557.The geoid height was determined by GEOID03.
 DE1557
 DE1557.The dynamic height is computed by dividing the NAVD 88
 DE1557.geopotential number by the normal gravity value computed on the
 DE1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1557.degrees latitude (g = 980.6199 gals.).
 DE1557
 DE1557.The modeled gravity was interpolated from observed gravity values.
 DE1557
 DE1557;                    North         East    Units  Estimated Accuracy
 DE1557;SPC SC       -   149,320.      697,770.      MT  (+/- 180 meters Scaled)
 DE1557
 DE1557                          SUPERSEDED SURVEY CONTROL
 DE1557
 DE1557  NGVD 29 (03/21/89)   28.331  (m)           92.95   (f) ADJUSTED    1 2
 DE1557
 DE1557.Superseded values are not recommended for survey control.
 DE1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1557.See file dsdata.txt to determine how the superseded data were derived.
 DE1557
 DE1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS881712(NAD 83)
 DE1557_MARKER: DB = BENCH MARK DISK
 DE1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1557_SP_SET: CONCRETE POST
 DE1557_STAMPING: VERT 8 220 1985
 DE1557_MARK LOGO: SCGS  
 DE1557_PROJECTION: FLUSH
 DE1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1557
 DE1557  HISTORY     - Date     Condition        Report By
 DE1557  HISTORY     - 1985     MONUMENTED       SCGS
 DE1557  HISTORY     - 19970624 GOOD             USPSQD
 DE1557
 DE1557                          STATION DESCRIPTION
 DE1557
 DE1557'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1557'5.3 KM (3.3 MI) WSW FROM MONCKS CORNER.
 DE1557'11.0 KILOMETERS (6.85 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DE1557'FROM THE INTERSECTION OF U.S. HIGHWAY 176 IN CARNES CROSSROAD, THENCE
 DE1557'2.15 KILOMETERS (1.35 MILES) NORTHEAST ALONG COUNTY ROAD S-8-34, SET
 DE1557'NEAR A 4-FOOT HIGH BRICK WALL IN THE SOUTHWEST ANGLE OF OF A CONCRETE
 DE1557'DRIVE LEADING TO A LARGE ONE-STORY BRICK HOUSE, ALSO MAY BE REACHED BY
 DE1557'GOING 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM
 DE1557'THE MONCKS CORNER POST OFFICE, THENCE 3.95 KILOMETERS (2.45 MILES)
 DE1557'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 2.4 KILOMETERS (1.5 MILES)
 DE1557'SOUTHERLY ALONG COUNTY ROAD S-8-315, CONTINUE 1.0 KILOMETER (0.6 MILE)
 DE1557'SOUTHERLY ALONG COUNTY ROAD S-8-34, 53.3 METERS (174.87 FEET)
 DE1557'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 5.8 METERS (19.03
 DE1557'FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE CONCRETE DRIVE,
 DE1557'9.65 METERS (31.66 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE
 DE1557'COUNTY ROAD, 5.6 METERS (18.37 FEET) NORTH-NORTHEAST OF A 40-INCH OAK
 DE1557'TREE, 0.53 METER (1.74 FEET) EAST-SOUTHEAST OF THE 4-FOOT HIGH BRICK
 DE1557'WALL.
 DE1557'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1557
 DE1557                          STATION RECOVERY (1997)
 DE1557
 DE1557'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1556 ***********************************************************************
 DE1556  DESIGNATION -  8 221
 DE1556  PID         -  DE1556
 DE1556  STATE/COUNTY-  SC/BERKELEY
 DE1556  USGS QUAD   -  MONCKS CORNER (1979)
 DE1556
 DE1556                         *CURRENT SURVEY CONTROL
 DE1556  ___________________________________________________________________
 DE1556* NAD 83(1986)-  33 11 26.     (N)    080 03 06.     (W)     SCALED    
 DE1556* NAVD 88     -        27.226  (meters)      89.32   (feet)  ADJUSTED  
 DE1556  ___________________________________________________________________
 DE1556  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DE1556  DYNAMIC HT  -          27.197 (meters)      89.23  (feet)  COMP
 DE1556  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 DE1556
 DE1556  VERT ORDER  -  FIRST     CLASS II
 DE1556
 DE1556.The horizontal coordinates were scaled from a topographic map and have
 DE1556.an estimated accuracy of +/- 6 seconds.
 DE1556
 DE1556.The orthometric height was determined by differential leveling
 DE1556.and adjusted by the National Geodetic Survey in June 1991..
 DE1556
 DE1556.The geoid height was determined by GEOID03.
 DE1556
 DE1556.The dynamic height is computed by dividing the NAVD 88
 DE1556.geopotential number by the normal gravity value computed on the
 DE1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1556.degrees latitude (g = 980.6199 gals.).
 DE1556
 DE1556.The modeled gravity was interpolated from observed gravity values.
 DE1556
 DE1556;                    North         East    Units  Estimated Accuracy
 DE1556;SPC SC       -   150,920.      698,020.      MT  (+/- 180 meters Scaled)
 DE1556
 DE1556                          SUPERSEDED SURVEY CONTROL
 DE1556
 DE1556  NGVD 29 (03/21/89)   27.524  (m)           90.30   (f) ADJUSTED    1 2
 DE1556
 DE1556.Superseded values are not recommended for survey control.
 DE1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1556.See file dsdata.txt to determine how the superseded data were derived.
 DE1556
 DE1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS884728(NAD 83)
 DE1556_MARKER: DB = BENCH MARK DISK
 DE1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1556_SP_SET: CONCRETE POST
 DE1556_STAMPING: VERT 8 221 1985
 DE1556_MARK LOGO: SCGS  
 DE1556_PROJECTION: FLUSH
 DE1556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1556
 DE1556  HISTORY     - Date     Condition        Report By
 DE1556  HISTORY     - 1985     MONUMENTED       SCGS
 DE1556  HISTORY     - 19970624 POOR             USPSQD
 DE1556
 DE1556                          STATION DESCRIPTION
 DE1556
 DE1556'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1556'4.0 KM (2.5 MI) WSW FROM MONCKS CORNER.
 DE1556'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1556'MONCKS CORNER POST OFFICE, THENCE 3.95 KILOMETERS (2.45 MILES)
 DE1556'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 1.6 KILOMETERS (1.0 MILE)
 DE1556'SOUTHERLY ALONG COUNTY ROAD S-8-315, SET NEAR A POWER POLE IN THE WEST
 DE1556'CORNER OF A LARGE CLEARED AREA, 21.73 METERS (71.29 FEET)
 DE1556'NORTH-NORTHWEST OF THE NORTH CORNER OF A PREFAB HOUSE THAT IS
 DE1556'SURROUNDED BY A CHAIN LINK FENCE, 33.75 METERS (110.73 FEET)
 DE1556'WEST-SOUTHWEST OF A Y-SHAPED 12-INCH OAK TREE, 8.25 METERS (27.07
 DE1556'FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 1.23 METERS
 DE1556'(4.04 FEET) EAST-SOUTHEAST OF THE POWER POLE.
 DE1556'THE MARK IS 1.20 METERS  ESE FROM A WITNESS POST.
 DE1556'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1556
 DE1556                          STATION RECOVERY (1997)
 DE1556
 DE1556'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1556'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1451 ***********************************************************************
 DE1451  DESIGNATION -  8 222
 DE1451  PID         -  DE1451
 DE1451  STATE/COUNTY-  SC/BERKELEY
 DE1451  USGS QUAD   -  MONCKS CORNER (1979)
 DE1451
 DE1451                         *CURRENT SURVEY CONTROL
 DE1451  ___________________________________________________________________
 DE1451* NAD 83(1986)-  33 12 16.     (N)    080 02 50.     (W)     SCALED    
 DE1451* NAVD 88     -        27.119  (meters)      88.97   (feet)  ADJUSTED  
 DE1451  ___________________________________________________________________
 DE1451  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DE1451  DYNAMIC HT  -          27.090 (meters)      88.88  (feet)  COMP
 DE1451  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 DE1451
 DE1451  VERT ORDER  -  FIRST     CLASS II
 DE1451
 DE1451.The horizontal coordinates were scaled from a topographic map and have
 DE1451.an estimated accuracy of +/- 6 seconds.
 DE1451
 DE1451.The orthometric height was determined by differential leveling
 DE1451.and adjusted by the National Geodetic Survey in June 1991..
 DE1451
 DE1451.The geoid height was determined by GEOID03.
 DE1451
 DE1451.The dynamic height is computed by dividing the NAVD 88
 DE1451.geopotential number by the normal gravity value computed on the
 DE1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1451.degrees latitude (g = 980.6199 gals.).
 DE1451
 DE1451.The modeled gravity was interpolated from observed gravity values.
 DE1451
 DE1451;                    North         East    Units  Estimated Accuracy
 DE1451;SPC SC       -   152,460.      698,420.      MT  (+/- 180 meters Scaled)
 DE1451
 DE1451                          SUPERSEDED SURVEY CONTROL
 DE1451
 DE1451  NGVD 29 (03/21/89)   27.417  (m)           89.95   (f) ADJUSTED    1 2
 DE1451
 DE1451.Superseded values are not recommended for survey control.
 DE1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1451.See file dsdata.txt to determine how the superseded data were derived.
 DE1451
 DE1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS888743(NAD 83)
 DE1451_MARKER: DB = BENCH MARK DISK
 DE1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1451_SP_SET: CONCRETE POST
 DE1451_STAMPING: VERT 8 222 1985
 DE1451_MARK LOGO: SCGS  
 DE1451_PROJECTION: FLUSH
 DE1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1451
 DE1451  HISTORY     - Date     Condition        Report By
 DE1451  HISTORY     - 1985     MONUMENTED       SCGS
 DE1451  HISTORY     - 19970623 GOOD             USPSQD
 DE1451
 DE1451                          STATION DESCRIPTION
 DE1451
 DE1451'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1451'3.95 KM (2.45 MI) NW FROM MONCKS CORNER.
 DE1451'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1451'MONCKS CORNER POST OFFICE, THENCE 3.95 KILOMETERS (2.45 MILES)
 DE1451'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 0.1 KILOMETER (0.05 MILE)
 DE1451'SOUTH-SOUTHWEST ALONG COUNTY ROAD S-8-315, SET IN THE NORTH ANGLE OF A
 DE1451'SAND DRIVE LEADING TO A CEMETARY, 68.73 METERS (225.49 FEET)
 DE1451'EAST-SOUTHEAST OF A LARGE MARBLE CROSS IN THE CEMETARY, 45.3 METERS
 DE1451'(148.62 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 6,
 DE1451'10.6 METERS (34.78 FEET) WEST-NORTHWEST OF THE CENTERLINE OF COUNTY
 DE1451'ROAD S-8-315, 5.0 METERS (16.4 FEET) NORTH-NORTHEAST OF THE
 DE1451'APPROXIMATE CENTER OF THE SAND ROAD LEADING INTO THE CEMETARY,
 DE1451'6.0 METERS (19.69 FEET) WEST-SOUTHWEST OF A 28-INCH PALMETTO TREE.
 DE1451'THE MARK IS 0.87 METERS  WNW FROM A WITNESS POST.
 DE1451'THE MARK IS 0.60 M ABOVE COUNTY ROAD.
 DE1451
 DE1451                          STATION RECOVERY (1997)
 DE1451
 DE1451'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1585 ***********************************************************************
 DE1585  DESIGNATION -  8 223
 DE1585  PID         -  DE1585
 DE1585  STATE/COUNTY-  SC/BERKELEY
 DE1585  USGS QUAD   -  MONCKS CORNER (1979)
 DE1585
 DE1585                         *CURRENT SURVEY CONTROL
 DE1585  ___________________________________________________________________
 DE1585* NAD 83(1986)-  33 11 50.     (N)    080 03 56.     (W)     SCALED    
 DE1585* NAVD 88     -        23.280  (meters)      76.38   (feet)  ADJUSTED  
 DE1585  ___________________________________________________________________
 DE1585  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DE1585  DYNAMIC HT  -          23.255 (meters)      76.30  (feet)  COMP
 DE1585  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DE1585
 DE1585  VERT ORDER  -  FIRST     CLASS II
 DE1585
 DE1585.The horizontal coordinates were scaled from a topographic map and have
 DE1585.an estimated accuracy of +/- 6 seconds.
 DE1585
 DE1585.The orthometric height was determined by differential leveling
 DE1585.and adjusted by the National Geodetic Survey in June 1991..
 DE1585
 DE1585.The geoid height was determined by GEOID03.
 DE1585
 DE1585.The dynamic height is computed by dividing the NAVD 88
 DE1585.geopotential number by the normal gravity value computed on the
 DE1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1585.degrees latitude (g = 980.6199 gals.).
 DE1585
 DE1585.The modeled gravity was interpolated from observed gravity values.
 DE1585
 DE1585;                    North         East    Units  Estimated Accuracy
 DE1585;SPC SC       -   151,650.      696,720.      MT  (+/- 180 meters Scaled)
 DE1585
 DE1585                          SUPERSEDED SURVEY CONTROL
 DE1585
 DE1585  NGVD 29 (03/21/89)   23.578  (m)           77.36   (f) ADJUSTED    1 2
 DE1585
 DE1585.Superseded values are not recommended for survey control.
 DE1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1585.See file dsdata.txt to determine how the superseded data were derived.
 DE1585
 DE1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS870735(NAD 83)
 DE1585_MARKER: DB = BENCH MARK DISK
 DE1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1585_SP_SET: CONCRETE POST
 DE1585_STAMPING: VERT 8 223 1985
 DE1585_MARK LOGO: SCGS  
 DE1585_PROJECTION: FLUSH
 DE1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1585
 DE1585  HISTORY     - Date     Condition        Report By
 DE1585  HISTORY     - 1985     MONUMENTED       SCGS
 DE1585  HISTORY     - 19970624 GOOD             USPSQD
 DE1585
 DE1585                          STATION DESCRIPTION
 DE1585
 DE1585'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1585'5.6 KM (3.5 MI) WEST FROM MONCKS CORNER.
 DE1585'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1585'MONCKS CORNER POST OFFICE, THENCE 4.1 KILOMETERS (2.55 MILES)
 DE1585'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 1.8 KILOMETERS (1.1 MILES)
 DE1585'SOUTHWEST ALONG COUNTY ROAD S-8-16, SET BEHIND A SIGN IN FRONT OF THE
 DE1585'WESTVACO SANTEE DISTRICT OFFICE, 34.6 METERS (113.52 FEET)
 DE1585'SOUTH-SOUTHEAST OF THE EAST CORNER OF THE OFFICE BUILDING, 27.5 METERS
 DE1585'(90.22 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE WESTERN
 DE1585'MOST ENTRANCE DRIVE TO THE OFFICE, 18.3 METERS (60.04 FEET)
 DE1585'NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 45.55 METERS
 DE1585'(149.44 FEET) WEST-SOUTHWEST OF POWER POLE NUMBER 15 WITH A
 DE1585'TRANSFORMER, 2.3 METERS (7.55 FEET) NORTH-NORTHEAST OF THE WEST END OF
 DE1585'THE SIGN.
 DE1585'THE MARK IS 0.90 M ABOVE COUNTY ROAD.
 DE1585
 DE1585                          STATION RECOVERY (1997)
 DE1585
 DE1585'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1586 ***********************************************************************
 DE1586  DESIGNATION -  8 224
 DE1586  PID         -  DE1586
 DE1586  STATE/COUNTY-  SC/BERKELEY
 DE1586  USGS QUAD   -  MONCKS CORNER (1979)
 DE1586
 DE1586                         *CURRENT SURVEY CONTROL
 DE1586  ___________________________________________________________________
 DE1586* NAD 83(1986)-  33 11 08.     (N)    080 04 59.     (W)     SCALED    
 DE1586* NAVD 88     -        23.685  (meters)      77.71   (feet)  ADJUSTED  
 DE1586  ___________________________________________________________________
 DE1586  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DE1586  DYNAMIC HT  -          23.660 (meters)      77.62  (feet)  COMP
 DE1586  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 DE1586
 DE1586  VERT ORDER  -  FIRST     CLASS II
 DE1586
 DE1586.The horizontal coordinates were scaled from a topographic map and have
 DE1586.an estimated accuracy of +/- 6 seconds.
 DE1586
 DE1586.The orthometric height was determined by differential leveling
 DE1586.and adjusted by the National Geodetic Survey in June 1991..
 DE1586
 DE1586.The geoid height was determined by GEOID03.
 DE1586
 DE1586.The dynamic height is computed by dividing the NAVD 88
 DE1586.geopotential number by the normal gravity value computed on the
 DE1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1586.degrees latitude (g = 980.6199 gals.).
 DE1586
 DE1586.The modeled gravity was interpolated from observed gravity values.
 DE1586
 DE1586;                    North         East    Units  Estimated Accuracy
 DE1586;SPC SC       -   150,340.      695,100.      MT  (+/- 180 meters Scaled)
 DE1586
 DE1586                          SUPERSEDED SURVEY CONTROL
 DE1586
 DE1586  NGVD 29 (03/21/89)   23.982  (m)           78.68   (f) ADJUSTED    1 2
 DE1586
 DE1586.Superseded values are not recommended for survey control.
 DE1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1586.See file dsdata.txt to determine how the superseded data were derived.
 DE1586
 DE1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS854722(NAD 83)
 DE1586_MARKER: DB = BENCH MARK DISK
 DE1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1586_SP_SET: CONCRETE POST
 DE1586_STAMPING: VERT 8 224 1985
 DE1586_MARK LOGO: SCGS  
 DE1586_PROJECTION: FLUSH
 DE1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1586
 DE1586  HISTORY     - Date     Condition        Report By
 DE1586  HISTORY     - 1985     MONUMENTED       SCGS
 DE1586  HISTORY     - 19970624 GOOD             USPSQD
 DE1586
 DE1586                          STATION DESCRIPTION
 DE1586
 DE1586'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1586'7.2 KM (4.5 MI) WSW FROM MONCKS CORNER.
 DE1586'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1586'MONCKS CORNER POST OFFICE, THENCE 4.1 KILOMETERS (2.55 MILES)
 DE1586'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 3.9 KILOMETERS (2.4 MILES)
 DE1586'SOUTHWEST ALONG COUNTY ROAD S-8-16, SET NEAR A POWER POLE IN FRONT OF
 DE1586'A MOBILE HOME WITH A BRICK FOUNDATION AND FRUIT TREES IN THE YARD,
 DE1586'12.78 METERS (41.93 FEET) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 DE1586'THE FOUNDATION OF THE MOBILE HOME, 25.0 METERS (82.02 FEET)
 DE1586'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO THE
 DE1586'MOBILE HOME, 14.13 METERS (46.36 FEET) SOUTH-SOUTHEAST OF THE
 DE1586'CENTERLINE OF THE COUNTY ROAD, 5.38 METERS (17.65 FEET) WEST OF A
 DE1586'4-INCH PEACH TREE, 4.09 METERS (13.42 FEET) NORTHEAST OF THE POWER
 DE1586'POLE.
 DE1586'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1586
 DE1586                          STATION RECOVERY (1997)
 DE1586
 DE1586'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1598 ***********************************************************************
 DE1598  DESIGNATION -  8 225
 DE1598  PID         -  DE1598
 DE1598  STATE/COUNTY-  SC/BERKELEY
 DE1598  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1598
 DE1598                         *CURRENT SURVEY CONTROL
 DE1598  ___________________________________________________________________
 DE1598* NAD 83(1986)-  33 08 36.     (N)    080 08 38.     (W)     SCALED    
 DE1598* NAVD 88     -        23.932  (meters)      78.52   (feet)  ADJUSTED  
 DE1598  ___________________________________________________________________
 DE1598  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DE1598  DYNAMIC HT  -          23.906 (meters)      78.43  (feet)  COMP
 DE1598  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DE1598
 DE1598  VERT ORDER  -  FIRST     CLASS II
 DE1598
 DE1598.The horizontal coordinates were scaled from a topographic map and have
 DE1598.an estimated accuracy of +/- 6 seconds.
 DE1598
 DE1598.The orthometric height was determined by differential leveling
 DE1598.and adjusted by the National Geodetic Survey in June 1991..
 DE1598
 DE1598.The geoid height was determined by GEOID03.
 DE1598
 DE1598.The dynamic height is computed by dividing the NAVD 88
 DE1598.geopotential number by the normal gravity value computed on the
 DE1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1598.degrees latitude (g = 980.6199 gals.).
 DE1598
 DE1598.The modeled gravity was interpolated from observed gravity values.
 DE1598
 DE1598;                    North         East    Units  Estimated Accuracy
 DE1598;SPC SC       -   145,610.      689,460.      MT  (+/- 180 meters Scaled)
 DE1598
 DE1598                          SUPERSEDED SURVEY CONTROL
 DE1598
 DE1598  NGVD 29 (03/21/89)   24.228  (m)           79.49   (f) ADJUSTED    1 2
 DE1598
 DE1598.Superseded values are not recommended for survey control.
 DE1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1598.See file dsdata.txt to determine how the superseded data were derived.
 DE1598
 DE1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS798675(NAD 83)
 DE1598_MARKER: DB = BENCH MARK DISK
 DE1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1598_SP_SET: CONCRETE POST
 DE1598_STAMPING: VERT 8 225 1985
 DE1598_MARK LOGO: SCGS  
 DE1598_PROJECTION: FLUSH
 DE1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1598
 DE1598  HISTORY     - Date     Condition        Report By
 DE1598  HISTORY     - 1985     MONUMENTED       SCGS
 DE1598  HISTORY     - 19970625 GOOD             USPSQD
 DE1598
 DE1598                          STATION DESCRIPTION
 DE1598
 DE1598'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1598'10.1 KM (6.3 MI) NNW FROM CARNES CROSSROAD.
 DE1598'10.3 KILOMETERS (6.4 MILES) NORTHWEST ALONG U.S. HIGHWAY 176 FROM THE
 DE1598'INTERSECTION OF U.S. HIGHWAY 17 ALTERNATE IN CARNES CROSSROAD, THENCE
 DE1598'1.1 KILOMETERS (0.7 MILE) NORTHEAST ALONG COUNTY ROAD S-8-467, SET
 DE1598'NEAR A POWER POLE AND A TELEPHONE JUNCTION BOX IN FRONT OF A ONE-STORY
 DE1598'BRICK HOUSE WITH A MOBILE HOME IN FRONT OF IT, 32.6 METERS (106.96
 DE1598'FEET) SOUTH OF THE SOUTHWEST CORNER OF THE BRICK HOUSE, 21.75 METERS
 DE1598'(71.36 FEET) WEST-SOUTHWEST OF A LONE 70-INCH OAK TREE, 8.0 METERS
 DE1598'(26.25 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 DE1598'3.25 METERS (10.66 FEET) EAST-SOUTHEAST OF TELEPHONE JUNCTION BOX A4A,
 DE1598'4.4 METERS (14.44 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A
 DE1598'SAND DRIVE LEADING TO THE BRICK HOUSE, 1.2 METERS (3.94 FEET)
 DE1598'NORTH-NORTHWEST OF THE POWER POLE.
 DE1598'THE MARK IS 1.20 METERS  NNW FROM A WITNESS POST.
 DE1598'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1598
 DE1598                          STATION RECOVERY (1997)
 DE1598
 DE1598'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1588 ***********************************************************************
 DE1588  DESIGNATION -  8 226
 DE1588  PID         -  DE1588
 DE1588  STATE/COUNTY-  SC/BERKELEY
 DE1588  USGS QUAD   -  MONCKS CORNER (1979)
 DE1588
 DE1588                         *CURRENT SURVEY CONTROL
 DE1588  ___________________________________________________________________
 DE1588* NAD 83(1986)-  33 10 06.     (N)    080 05 40.     (W)     SCALED    
 DE1588* NAVD 88     -        25.028  (meters)      82.11   (feet)  ADJUSTED  
 DE1588  ___________________________________________________________________
 DE1588  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DE1588  DYNAMIC HT  -          25.001 (meters)      82.02  (feet)  COMP
 DE1588  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 DE1588
 DE1588  VERT ORDER  -  FIRST     CLASS II
 DE1588
 DE1588.The horizontal coordinates were scaled from a topographic map and have
 DE1588.an estimated accuracy of +/- 6 seconds.
 DE1588
 DE1588.The orthometric height was determined by differential leveling
 DE1588.and adjusted by the National Geodetic Survey in June 1991..
 DE1588
 DE1588.The geoid height was determined by GEOID03.
 DE1588
 DE1588.The dynamic height is computed by dividing the NAVD 88
 DE1588.geopotential number by the normal gravity value computed on the
 DE1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1588.degrees latitude (g = 980.6199 gals.).
 DE1588
 DE1588.The modeled gravity was interpolated from observed gravity values.
 DE1588
 DE1588;                    North         East    Units  Estimated Accuracy
 DE1588;SPC SC       -   148,420.      694,050.      MT  (+/- 180 meters Scaled)
 DE1588
 DE1588                          SUPERSEDED SURVEY CONTROL
 DE1588
 DE1588  NGVD 29 (03/21/89)   25.325  (m)           83.09   (f) ADJUSTED    1 2
 DE1588
 DE1588.Superseded values are not recommended for survey control.
 DE1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1588.See file dsdata.txt to determine how the superseded data were derived.
 DE1588
 DE1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS844703(NAD 83)
 DE1588_MARKER: DB = BENCH MARK DISK
 DE1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1588_SP_SET: CONCRETE POST
 DE1588_STAMPING: VERT 8 226 1985
 DE1588_MARK LOGO: SCGS  
 DE1588_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1588
 DE1588  HISTORY     - Date     Condition        Report By
 DE1588  HISTORY     - 1985     MONUMENTED       SCGS
 DE1588  HISTORY     - 19970624 GOOD             USPSQD
 DE1588
 DE1588                          STATION DESCRIPTION
 DE1588
 DE1588'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1588'8.7 KM (5.4 MI) SW FROM MONCKS CORNER.
 DE1588'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1588'MONCKS CORNER POST OFFICE, THENCE 4.1 KILOMETERS (2.55 MILES)
 DE1588'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 5.4 KILOMETERS (3.35 MILES)
 DE1588'SOUTHWEST ALONG COUNTY ROAD S-8-16, THENCE 0.25 KILOMETER (0.15 MILE)
 DE1588'SOUTHERLY ALONG A SAND ROAD (COUNTY ROAD S-8-774) TO BEGINNING OF
 DE1588'PAVEMENT, CONTINUE 0.9 KILOMETER (0.55 MILE) SOUTHERLY ALONG COUNTY
 DE1588'ROAD S-8-774, THENCE 0.55 KILOMETER (0.35 MILE) SOUTHEASTERLY ALONG
 DE1588'COUNTY ROAD S-8-413, SET NEAR A POWER POLE WITH A TELEPHONE JUNCTION
 DE1588'BOX IN THE NORTHEAST ANGLE OF A SAND DRIVE LEADING TO A LARGE
 DE1588'TWO-STORY HOUSE, 19.2 METERS (62.99 FEET) SOUTH-SOUTHEAST OF A LONE
 DE1588'14-INCH OAK TREE, 15.0 METERS (49.21 FEET) EAST-NORTHEAST OF THE
 DE1588'APPROXIMATE CENTER OF THE SAND DRIVE, 10.65 METERS (34.94 FEET)
 DE1588'NORTH-NORTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 1.23 METERS
 DE1588'(4.04 FEET) NORTHWEST OF THE POWER POLE, 0.37 METER (1.21 FEET)
 DE1588'SOUTH-SOUTHWEST OF A WIRE FENCE.
 DE1588'THE MARK IS 0.33 METERS  SSW FROM A WITNESS POST.
 DE1588'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1588
 DE1588                          STATION RECOVERY (1997)
 DE1588
 DE1588'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1587 ***********************************************************************
 DE1587  DESIGNATION -  8 227
 DE1587  PID         -  DE1587
 DE1587  STATE/COUNTY-  SC/BERKELEY
 DE1587  USGS QUAD   -  MONCKS CORNER (1979)
 DE1587
 DE1587                         *CURRENT SURVEY CONTROL
 DE1587  ___________________________________________________________________
 DE1587* NAD 83(1986)-  33 10 44.     (N)    080 05 48.     (W)     SCALED    
 DE1587* NAVD 88     -        20.818  (meters)      68.30   (feet)  ADJUSTED  
 DE1587  ___________________________________________________________________
 DE1587  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DE1587  DYNAMIC HT  -          20.796 (meters)      68.23  (feet)  COMP
 DE1587  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DE1587
 DE1587  VERT ORDER  -  FIRST     CLASS II
 DE1587
 DE1587.The horizontal coordinates were scaled from a topographic map and have
 DE1587.an estimated accuracy of +/- 6 seconds.
 DE1587
 DE1587.The orthometric height was determined by differential leveling
 DE1587.and adjusted by the National Geodetic Survey in June 1991..
 DE1587
 DE1587.The geoid height was determined by GEOID03.
 DE1587
 DE1587.The dynamic height is computed by dividing the NAVD 88
 DE1587.geopotential number by the normal gravity value computed on the
 DE1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1587.degrees latitude (g = 980.6199 gals.).
 DE1587
 DE1587.The modeled gravity was interpolated from observed gravity values.
 DE1587
 DE1587;                    North         East    Units  Estimated Accuracy
 DE1587;SPC SC       -   149,590.      693,830.      MT  (+/- 180 meters Scaled)
 DE1587
 DE1587                          SUPERSEDED SURVEY CONTROL
 DE1587
 DE1587  NGVD 29 (03/21/89)   21.116  (m)           69.28   (f) ADJUSTED    1 2
 DE1587
 DE1587.Superseded values are not recommended for survey control.
 DE1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1587.See file dsdata.txt to determine how the superseded data were derived.
 DE1587
 DE1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS842714(NAD 83)
 DE1587_MARKER: DB = BENCH MARK DISK
 DE1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1587_SP_SET: CONCRETE POST
 DE1587_STAMPING: VERT 8 227 1985
 DE1587_MARK LOGO: SCGS  
 DE1587_PROJECTION: FLUSH
 DE1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1587
 DE1587  HISTORY     - Date     Condition        Report By
 DE1587  HISTORY     - 1985     MONUMENTED       SCGS
 DE1587  HISTORY     - 19970624 GOOD             USPSQD
 DE1587
 DE1587                          STATION DESCRIPTION
 DE1587
 DE1587'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1587'8.5 KM (5.3 MI) WSW FROM MONCKS CORNER.
 DE1587'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1587'MONCKS CORNER POST OFFICE, THENCE 4.1 KILOMETERS (2.55 MILES)
 DE1587'NORTHWEST ALONG STATE HIGHWAY 6, THENCE 5.4 KILOMETERS (3.35 MILES)
 DE1587'SOUTHWEST ALONG COUNTY ROAD S-8-16, SET NEAR A POWER POLE IN THE FRONT
 DE1587'YARD OF A LARGE ONE-STORY WOOD HOUSE IN THE EAST ANGLE OF COUNTY ROAD
 DE1587'S-8-774 (SAND ROAD), 48.25 METERS (158.3 FEET) NORTH-NORTHEAST OF THE
 DE1587'NORTHWEST CORNER OF THE HOUSE, 4.3 METERS (14.11 FEET) WEST-SOUTHWEST
 DE1587'OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING TO THE HOUSE,
 DE1587'29.3 METERS (96.13 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY
 DE1587'ROAD S-8-16, 32.0 METERS (104.99 FEET) EAST OF THE APPROXIMATE CENTER
 DE1587'OF COUNTY ROAD S-8-774, 15.05 METERS (49.38 FEET) EAST-SOUTHEAST OF A
 DE1587'TWIN TRUNK OAK TREE, 1.0 METER (3.28 FEET) NORTHWEST OF THE POWER
 DE1587'POLE.
 DE1587'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 DE1587
 DE1587                          STATION RECOVERY (1997)
 DE1587
 DE1587'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1466 ***********************************************************************
 DE1466  DESIGNATION -  8 228
 DE1466  PID         -  DE1466
 DE1466  STATE/COUNTY-  SC/BERKELEY
 DE1466  USGS QUAD   -  MONCKS CORNER (1979)
 DE1466
 DE1466                         *CURRENT SURVEY CONTROL
 DE1466  ___________________________________________________________________
 DE1466* NAD 83(1986)-  33 12 32.     (N)    080 04 05.     (W)     SCALED    
 DE1466* NAVD 88     -        20.829  (meters)      68.34   (feet)  ADJUSTED  
 DE1466  ___________________________________________________________________
 DE1466  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DE1466  DYNAMIC HT  -          20.807 (meters)      68.26  (feet)  COMP
 DE1466  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 DE1466
 DE1466  VERT ORDER  -  FIRST     CLASS II
 DE1466
 DE1466.The horizontal coordinates were scaled from a topographic map and have
 DE1466.an estimated accuracy of +/- 6 seconds.
 DE1466
 DE1466.The orthometric height was determined by differential leveling
 DE1466.and adjusted by the National Geodetic Survey in June 1991..
 DE1466
 DE1466.The geoid height was determined by GEOID03.
 DE1466
 DE1466.The dynamic height is computed by dividing the NAVD 88
 DE1466.geopotential number by the normal gravity value computed on the
 DE1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1466.degrees latitude (g = 980.6199 gals.).
 DE1466
 DE1466.The modeled gravity was interpolated from observed gravity values.
 DE1466
 DE1466;                    North         East    Units  Estimated Accuracy
 DE1466;SPC SC       -   152,940.      696,470.      MT  (+/- 180 meters Scaled)
 DE1466
 DE1466                          SUPERSEDED SURVEY CONTROL
 DE1466
 DE1466  NGVD 29 (03/21/89)   21.127  (m)           69.31   (f) ADJUSTED    1 2
 DE1466
 DE1466.Superseded values are not recommended for survey control.
 DE1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1466.See file dsdata.txt to determine how the superseded data were derived.
 DE1466
 DE1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS868748(NAD 83)
 DE1466_MARKER: DB = BENCH MARK DISK
 DE1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1466_SP_SET: CONCRETE POST
 DE1466_STAMPING: VERT 8 228 1985
 DE1466_MARK LOGO: SCGS  
 DE1466_PROJECTION: FLUSH
 DE1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1466
 DE1466  HISTORY     - Date     Condition        Report By
 DE1466  HISTORY     - 1985     MONUMENTED       SCGS
 DE1466
 DE1466                          STATION DESCRIPTION
 DE1466
 DE1466'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1466'6.0 KM (3.7 MI) NW FROM MONCKS CORNER.
 DE1466'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1466'MONCKS CORNER POST OFFICE, THENCE 6.0 KILOMETERS (3.7 MILES) NORTHWEST
 DE1466'ALONG STATE HIGHWAY 6, SET NEAR A POWER POLE, 12.5 METERS (41.01 FEET)
 DE1466'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 35.63 METERS (116.9
 DE1466'FEET) WEST-NORTHWEST OF TELEPHONE JUNCTION BOX F221BFF221B, 4.3 METERS
 DE1466'(14.11 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE EDGE OF A CANAL
 DE1466'PARALLELING THE HIGHWAY, 2.65 METERS (8.69 FEET) SOUTH-SOUTHEAST OF
 DE1466'THE POWER POLE.
 DE1466'THE MARK IS 3.25 METERS  SSW FROM A WITNESS POST.
 DE1466'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1468 ***********************************************************************
 DE1468  DESIGNATION -  8 229
 DE1468  PID         -  DE1468
 DE1468  STATE/COUNTY-  SC/BERKELEY
 DE1468  USGS QUAD   -  MONCKS CORNER (1979)
 DE1468
 DE1468                         *CURRENT SURVEY CONTROL
 DE1468  ___________________________________________________________________
 DE1468* NAD 83(1986)-  33 13 13.     (N)    080 04 57.     (W)     SCALED    
 DE1468* NAVD 88     -        21.318  (meters)      69.94   (feet)  ADJUSTED  
 DE1468  ___________________________________________________________________
 DE1468  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DE1468  DYNAMIC HT  -          21.296 (meters)      69.87  (feet)  COMP
 DE1468  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DE1468
 DE1468  VERT ORDER  -  FIRST     CLASS II
 DE1468
 DE1468.The horizontal coordinates were scaled from a topographic map and have
 DE1468.an estimated accuracy of +/- 6 seconds.
 DE1468
 DE1468.The orthometric height was determined by differential leveling
 DE1468.and adjusted by the National Geodetic Survey in June 1991..
 DE1468
 DE1468.The geoid height was determined by GEOID03.
 DE1468
 DE1468.The dynamic height is computed by dividing the NAVD 88
 DE1468.geopotential number by the normal gravity value computed on the
 DE1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1468.degrees latitude (g = 980.6199 gals.).
 DE1468
 DE1468.The modeled gravity was interpolated from observed gravity values.
 DE1468
 DE1468;                    North         East    Units  Estimated Accuracy
 DE1468;SPC SC       -   154,190.      695,110.      MT  (+/- 180 meters Scaled)
 DE1468
 DE1468                          SUPERSEDED SURVEY CONTROL
 DE1468
 DE1468  NGVD 29 (03/21/89)   21.616  (m)           70.92   (f) ADJUSTED    1 2
 DE1468
 DE1468.Superseded values are not recommended for survey control.
 DE1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1468.See file dsdata.txt to determine how the superseded data were derived.
 DE1468
 DE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS854760(NAD 83)
 DE1468_MARKER: DB = BENCH MARK DISK
 DE1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1468_SP_SET: CONCRETE POST
 DE1468_STAMPING: VERT 8 229 1985
 DE1468_MARK LOGO: SCGS  
 DE1468_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1468
 DE1468  HISTORY     - Date     Condition        Report By
 DE1468  HISTORY     - 1985     MONUMENTED       SCGS
 DE1468
 DE1468                          STATION DESCRIPTION
 DE1468
 DE1468'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1468'7.95 KM (4.95 MI) NW FROM MONCKS CORNER.
 DE1468'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1468'MONCKS CORNER POST OFFICE, THENCE 7.95 KILOMETERS (4.95 MILES)
 DE1468'NORTHWEST ALONG STATE HIGHWAY 6, SET NEAR A POWER POLE ON TOP OF A
 DE1468'FOUR FOOT HIGH DIRT DYKE ACROSS THE HIGHWAY FROM A 24-INCH BLAZED PINE
 DE1468'TREE, 33.14 METERS (108.73 FEET) NORTHEAST OF THE BLAZED PINE TREE,
 DE1468'16.6 METERS (54.46 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DE1468'HIGHWAY, 4.0 METERS (13.12 FEET) NORTH-NORTHEAST OF THE POWER POLE.
 DE1468'THE MARK IS 0.42 METERS  WSW FROM A WITNESS POST.
 DE1468'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1655 ***********************************************************************
 DE1655  DESIGNATION -  8 230
 DE1655  PID         -  DE1655
 DE1655  STATE/COUNTY-  SC/BERKELEY
 DE1655  USGS QUAD   -  PRINGLETOWN (1987)
 DE1655
 DE1655                         *CURRENT SURVEY CONTROL
 DE1655  ___________________________________________________________________
 DE1655* NAD 83(1986)-  33 09 11.     (N)    080 18 21.     (W)     SCALED    
 DE1655* NAVD 88     -        18.273  (meters)      59.95   (feet)  ADJUSTED  
 DE1655  ___________________________________________________________________
 DE1655  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DE1655  DYNAMIC HT  -          18.253 (meters)      59.89  (feet)  COMP
 DE1655  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 DE1655
 DE1655  VERT ORDER  -  FIRST     CLASS II
 DE1655
 DE1655.The horizontal coordinates were scaled from a topographic map and have
 DE1655.an estimated accuracy of +/- 6 seconds.
 DE1655
 DE1655.The orthometric height was determined by differential leveling
 DE1655.and adjusted by the National Geodetic Survey in June 1991..
 DE1655
 DE1655.The geoid height was determined by GEOID03.
 DE1655
 DE1655.The dynamic height is computed by dividing the NAVD 88
 DE1655.geopotential number by the normal gravity value computed on the
 DE1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1655.degrees latitude (g = 980.6199 gals.).
 DE1655
 DE1655.The modeled gravity was interpolated from observed gravity values.
 DE1655
 DE1655;                    North         East    Units  Estimated Accuracy
 DE1655;SPC SC       -   146,570.      674,350.      MT  (+/- 180 meters Scaled)
 DE1655
 DE1655                          SUPERSEDED SURVEY CONTROL
 DE1655
 DE1655  NGVD 29 (03/21/89)   18.570  (m)           60.93   (f) ADJUSTED    1 2
 DE1655
 DE1655.Superseded values are not recommended for survey control.
 DE1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1655.See file dsdata.txt to determine how the superseded data were derived.
 DE1655
 DE1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS647684(NAD 83)
 DE1655_MARKER: DB = BENCH MARK DISK
 DE1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1655_SP_SET: CONCRETE POST
 DE1655_STAMPING: VERT 8 230 1985
 DE1655_MARK LOGO: SCGS  
 DE1655_PROJECTION: FLUSH
 DE1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1655
 DE1655  HISTORY     - Date     Condition        Report By
 DE1655  HISTORY     - 1985     MONUMENTED       SCGS
 DE1655  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 DE1655  HISTORY     - 20020910 MARK NOT FOUND   SCGS
 DE1655
 DE1655                          STATION DESCRIPTION
 DE1655
 DE1655'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1655'6.6 KM (4.1 MI) NORTH FROM RIDGEVILLE.
 DE1655'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1655'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1655'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 3.9 KILOMETERS (2.4
 DE1655'MILES) NORTHERLY ALONG STATE HIGHWAY 27, SET NEAR A POWER POLE AND A
 DE1655'TELEPHONE JUNCTION BOX IN THE SOUTHWEST CORNER OF AN AREA USED FOR A
 DE1655'BASEBALL DIAMOND, 10.4 METERS (34.12 FEET) EAST-SOUTHEAST OF THE
 DE1655'CENTERLINE OF THE HIGHWAY, 6.2 METERS (20.34 FEET) SOUTH-SOUTHWEST OF
 DE1655'TELEPHONE JUNCTION BOX NUMBER C321, 1.25 METERS (4.1 FEET)
 DE1655'NORTH-NORTHEAST OF POWER POLE NUMBER 146047, 44.7 METERS (146.65 FEET)
 DE1655'WEST-NORTHWEST OF A TWIN TRUNK GUM TREE, 37.2 METERS (122.05 FEET)
 DE1655'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CINDER BLOCK BUILDING.
 DE1655'THE MARK IS 1.25 METERS  NNE FROM A WITNESS POST.
 DE1655'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1655
 DE1655                          STATION RECOVERY (1997)
 DE1655
 DE1655'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1655'MARK NOT FOUND.
 DE1655
 DE1655                          STATION RECOVERY (2002)
 DE1655
 DE1655'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1655'NOT RECOVERED, MEASUREMENTS LED TO AN AREA NOW CHANGED DUE TO A GRAVEL
 DE1655'PARKING
 DE1655'AREA, PRESUMED DESTROYED.
 DE1655'RECOVERY BY T. HALL.
 DE1655' 
 DE1655' 
 DE1655' 
 DE1655' 
 DE1655' 
 DE1655'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1654 ***********************************************************************
 DE1654  DESIGNATION -  8 231
 DE1654  PID         -  DE1654
 DE1654  STATE/COUNTY-  SC/BERKELEY
 DE1654  USGS QUAD   -  PRINGLETOWN (1987)
 DE1654
 DE1654                         *CURRENT SURVEY CONTROL
 DE1654  ___________________________________________________________________
 DE1654* NAD 83(2001)-  33 10 05.91101(N)    080 17 42.99966(W)     ADJUSTED  
 DE1654* NAVD 88     -        24.429  (meters)      80.15   (feet)  ADJUSTED  
 DE1654  ___________________________________________________________________
 DE1654  X           -     900,888.415 (meters)                     COMP
 DE1654  Y           -  -5,267,800.040 (meters)                     COMP
 DE1654  Z           -   3,469,594.474 (meters)                     COMP
 DE1654  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 DE1654  ELLIP HEIGHT-          -7.67  (meters)          (10/16/03) GPS OBS
 DE1654  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1654  DYNAMIC HT  -          24.403 (meters)      80.06  (feet)  COMP
 DE1654  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 DE1654
 DE1654  HORZ ORDER  -  FIRST
 DE1654  VERT ORDER  -  FIRST     CLASS II
 DE1654  ELLP ORDER  -  FOURTH    CLASS II
 DE1654
 DE1654.The horizontal coordinates were established by GPS observations
 DE1654.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2003..
 DE1654
 DE1654.The orthometric height was determined by differential leveling
 DE1654.and adjusted by the National Geodetic Survey in June 1991..
 DE1654
 DE1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE1654
 DE1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE1654
 DE1654.The ellipsoidal height was determined by GPS observations
 DE1654.and is referenced to NAD 83.
 DE1654
 DE1654.The geoid height was determined by GEOID03.
 DE1654
 DE1654.The dynamic height is computed by dividing the NAVD 88
 DE1654.geopotential number by the normal gravity value computed on the
 DE1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1654.degrees latitude (g = 980.6199 gals.).
 DE1654
 DE1654.The modeled gravity was interpolated from observed gravity values.
 DE1654
 DE1654;                    North         East     Units Scale Factor Converg.
 DE1654;SPC SC       -   148,270.253   675,321.662   MT  0.99983163   +0 23 26.5
 DE1654;SPC SC       -   486,450.96  2,215,622.25   iFT  0.99983163   +0 23 26.5
 DE1654;UTM  17      - 3,670,166.991   565,707.616   MT  0.99965323   +0 23 08.0
 DE1654
 DE1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE1654!SPC SC       -   1.00000120  x   0.99983163  =   0.99983283
 DE1654!UTM  17      -   1.00000120  x   0.99965323  =   0.99965443
 DE1654
 DE1654                          SUPERSEDED SURVEY CONTROL
 DE1654
 DE1654  NAD 83(1986)-  33 10 05.92165(N)    080 17 43.00172(W) AD(       ) 1
 DE1654  NAVD 88 (10/16/03)   24.43   (m)           80.2    (f) LEVELING    3  
 DE1654  NGVD 29 (03/21/89)   24.726  (m)           81.12   (f) ADJUSTED    1 2
 DE1654
 DE1654.Superseded values are not recommended for survey control.
 DE1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1654.See file dsdata.txt to determine how the superseded data were derived.
 DE1654
 DE1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6570870167(NAD 83)
 DE1654_MARKER: DD = SURVEY DISK
 DE1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1654_SP_SET: CONCRETE POST
 DE1654_STAMPING: VERT 8 231 1985
 DE1654_MARK LOGO: SCGS  
 DE1654_PROJECTION: RECESSED 15 CENTIMETERS
 DE1654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1654+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 DE1654
 DE1654  HISTORY     - Date     Condition        Report By
 DE1654  HISTORY     - 1985     MONUMENTED       SCGS
 DE1654  HISTORY     - 19970618 GOOD             USPSQD
 DE1654  HISTORY     - 20020910 GOOD             SCGS
 DE1654  HISTORY     - 20040105 GOOD             SCGS
 DE1654
 DE1654                          STATION DESCRIPTION
 DE1654
 DE1654'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1654'8.6 KM (5.35 MI) NORTH FROM RIDGEVILLE.
 DE1654'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1654'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1654'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 5.9 KILOMETERS
 DE1654'(3.65 MILES) NORTHERLY ALONG STATE HIGHWAY 27, SET NEAR A FLAG POLE IN
 DE1654'FRONT OF THE MACDOUGALL YOUTH CORRECTION CENTER OFFICE, 45.9 METERS
 DE1654'(150.59 FEET) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE OFFICE
 DE1654'BUILDING, 46.9 METERS (153.87 FEET) WEST-NORTHWEST OF THE SOUTHWEST
 DE1654'CORNER OF THE OFFICE BUILDING, 23.65 METERS (77.59 FEET)
 DE1654'EAST-SOUTHEAST OF A 18-INCH PINE TREE, 2.85 METERS (9.35 FEET)
 DE1654'WEST-SOUTHWEST OF THE FLAG POLE.
 DE1654'THE MARK IS ABOVE LEVEL WITH PAVED DRIVE.
 DE1654
 DE1654                          STATION RECOVERY (1997)
 DE1654
 DE1654'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1654'RECOVERED IN GOOD CONDITION.
 DE1654
 DE1654                          STATION RECOVERY (2002)
 DE1654
 DE1654'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1654'STATION IS LOCATED 5.15 MILES NORTH OF RIDGEVILLE, 16.45 MILES WEST OF
 DE1654'MONCKS CORNER.
 DE1654'OWNERSHIP--MACDOUGALL CORRECTIONAL INSTITUTION, 1516 OLD GILLIARD
 DE1654'ROAD, RIDGEVILLE,
 DE1654'SC 29472, PHONE 843-688-5251, WARDEN-EDSEL T. TAYLOR.
 DE1654'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 DE1654'187) AND STATE
 DE1654'HIGHWAY 27, 2.9 MILES NORTH OF RIDGEVILLE, GO NORTH NORTHEAST ON
 DE1654'HIGHWAY 27 FOR 2.35
 DE1654'MILES TO AN ENTRANCE DRIVEWAY RIGHT LEADING TO MACDOUGALL CORRECTIONAL
 DE1654'INSTITUTION,
 DE1654'TURN RIGHT ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION AHEAD NEAR THE
 DE1654'FLAG POLE IN
 DE1654'THE GRASSY CIRCLE IN FRONT OF THE MAIN ENTRANCE.
 DE1654'STATION IS A CONCRETE POST RECESSED 0.5 FOOT AND LEVEL WITH THE
 DE1654'DRIVEWAY,
 DE1654'6.6 FEET NORTHWEST OF A WATER SPIGOT, 9.2 FEET WEST SOUTHWEST OF THE
 DE1654'FLAG
 DE1654'POLE, 7.0 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK BORDER AT A
 DE1654'CONCRETE
 DE1654'WALKWAY TO THE FLAGPOLE, 6.4 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 DE1654'A
 DE1654'BRICK BORDER AT A CONCRETE WALKWAY TO THE FLAGPOLE, 39.1 FEET EAST
 DE1654'NORTHEAST
 DE1654'OF A METAL SIGN POST FOR A VISITOR PARKING SIGN AT THE SOUTHWEST EDGE
 DE1654'OF THE
 DE1654'GRASSY TRAFFIC CIRCLE, 96.5 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DE1654'MAIN
 DE1654'ENTRANCE WING OF THE CORRECTIONAL INSTITUTION.
 DE1654'RECOVERED BY T. HALL.
 DE1654' 
 DE1654' 
 DE1654' 
 DE1654' 
 DE1654' 
 DE1654' 
 DE1654' 
 DE1654' 
 DE1654' 
 DE1654' 
 DE1654' 
 DE1654'
 DE1654
 DE1654                          STATION RECOVERY (2004)
 DE1654
 DE1654'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1654'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1653 ***********************************************************************
 DE1653  DESIGNATION -  8 232
 DE1653  PID         -  DE1653
 DE1653  STATE/COUNTY-  SC/BERKELEY
 DE1653  USGS QUAD   -  PRINGLETOWN (1987)
 DE1653
 DE1653                         *CURRENT SURVEY CONTROL
 DE1653  ___________________________________________________________________
 DE1653* NAD 83(1986)-  33 10 58.     (N)    080 16 58.     (W)     SCALED    
 DE1653* NAVD 88     -        22.268  (meters)      73.06   (feet)  ADJUSTED  
 DE1653  ___________________________________________________________________
 DE1653  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1653  DYNAMIC HT  -          22.244 (meters)      72.98  (feet)  COMP
 DE1653  MODELED GRAV-     979,575.5   (mgal)                       NAVD 88
 DE1653
 DE1653  VERT ORDER  -  FIRST     CLASS II
 DE1653
 DE1653.The horizontal coordinates were scaled from a topographic map and have
 DE1653.an estimated accuracy of +/- 6 seconds.
 DE1653
 DE1653.The orthometric height was determined by differential leveling
 DE1653.and adjusted by the National Geodetic Survey in June 1991..
 DE1653
 DE1653.The geoid height was determined by GEOID03.
 DE1653
 DE1653.The dynamic height is computed by dividing the NAVD 88
 DE1653.geopotential number by the normal gravity value computed on the
 DE1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1653.degrees latitude (g = 980.6199 gals.).
 DE1653
 DE1653.The modeled gravity was interpolated from observed gravity values.
 DE1653
 DE1653;                    North         East    Units  Estimated Accuracy
 DE1653;SPC SC       -   149,880.      676,480.      MT  (+/- 180 meters Scaled)
 DE1653
 DE1653                          SUPERSEDED SURVEY CONTROL
 DE1653
 DE1653  NGVD 29 (03/21/89)   22.565  (m)           74.03   (f) ADJUSTED    1 2
 DE1653
 DE1653.Superseded values are not recommended for survey control.
 DE1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1653.See file dsdata.txt to determine how the superseded data were derived.
 DE1653
 DE1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS668717(NAD 83)
 DE1653_MARKER: DD = SURVEY DISK
 DE1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1653_SP_SET: CONCRETE POST
 DE1653_STAMPING: VERT 8 232 1985
 DE1653_MARK LOGO: SCGS  
 DE1653_PROJECTION: FLUSH
 DE1653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1653+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 DE1653
 DE1653  HISTORY     - Date     Condition        Report By
 DE1653  HISTORY     - 1985     MONUMENTED       SCGS
 DE1653  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 DE1653  HISTORY     - 20020910 GOOD             SCGS
 DE1653
 DE1653                          STATION DESCRIPTION
 DE1653
 DE1653'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1653'10.2 KM (6.35 MI) NNE FROM RIDGEVILLE.
 DE1653'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1653'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1653'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 7.5 KILOMETERS
 DE1653'(4.65 MILES) NORTHERLY ALONG STATE HIGHWAY 27, SET NEAR A POWER POLE
 DE1653'AT A SMALL PECAN GROVE, 31.4 METERS (103.02 FEET) NORTH-NORTHEAST OF
 DE1653'TELEPHONE JUNCTION BOX NUMBER C3, 9.01 METERS (29.56 FEET)
 DE1653'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.9 METERS (25.92
 DE1653'FEET) SOUTHWEST OF THE THIRD PECAN TREE NORTH OF A DRIVE LEADING INTO
 DE1653'THE PECAN GROVE, 1.15 METERS (3.77 FEET) SOUTH-SOUTHEAST OF POWER POLE
 DE1653'NUMBER 224771.
 DE1653'THE MARK IS 0.70 METERS  WNW FROM A WITNESS POST.
 DE1653'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1653
 DE1653                          STATION RECOVERY (1997)
 DE1653
 DE1653'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1653'MARK NOT FOUND.
 DE1653
 DE1653                          STATION RECOVERY (2002)
 DE1653
 DE1653'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1653'STATION IS LOCATED 6.2 MILES NORTH OF RIDGEVILLE, 16.1 MILES WEST OF
 DE1653'MONCKS CORNER.
 DE1653'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DE1653'SC
 DE1653'29202, PHONE 803-737-1350.
 DE1653'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 26 (EXIT 187) AND
 DE1653'STATE HIGHWAY
 DE1653'27, 2.9 MILES NORTH OF RIDGEVILLE, GO NORTH NORTHEAST ON HIGHWAY 27
 DE1653'FOR 3.45 MILES TO
 DE1653'THE STATION ON THE RIGHT NEAR A POWER POLE AND A TREE LINE IN FRONT OF
 DE1653'A PECAN GROVE,
 DE1653'0.3 MILE SOUTH OF THE JUNCTION OF A SAND ROAD (NANCYS PLACE).
 DE1653'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1653'HIGHWAY, 29.8
 DE1653'FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.8 FEET SOUTH OF
 DE1653'THE POWER
 DE1653'POLE NUMBER 224771, 5.5 FEET NORTH NORTHWEST OF A BULKY WOODEN WIRE
 DE1653'FENCE LINE
 DE1653'POST, 2.1 FEET WEST NORTHWEST OF A WITNESS POST.
 DE1653'RECOVERED BY T. HALL.
 DE1653' 
 DE1653' 
 DE1653' 
 DE1653' 
 DE1653' 
 DE1653' 
 DE1653' 
 DE1653' 
 DE1653'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1652 ***********************************************************************
 DE1652  DESIGNATION -  8 233
 DE1652  PID         -  DE1652
 DE1652  STATE/COUNTY-  SC/BERKELEY
 DE1652  USGS QUAD   -  PRINGLETOWN (1987)
 DE1652
 DE1652                         *CURRENT SURVEY CONTROL
 DE1652  ___________________________________________________________________
 DE1652* NAD 83(1986)-  33 11 46.     (N)    080 16 50.     (W)     SCALED    
 DE1652* NAVD 88     -        24.417  (meters)      80.11   (feet)  ADJUSTED  
 DE1652  ___________________________________________________________________
 DE1652  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE1652  DYNAMIC HT  -          24.391 (meters)      80.02  (feet)  COMP
 DE1652  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DE1652
 DE1652  VERT ORDER  -  FIRST     CLASS II
 DE1652
 DE1652.The horizontal coordinates were scaled from a topographic map and have
 DE1652.an estimated accuracy of +/- 6 seconds.
 DE1652
 DE1652.The orthometric height was determined by differential leveling
 DE1652.and adjusted by the National Geodetic Survey in June 1991..
 DE1652
 DE1652.The geoid height was determined by GEOID03.
 DE1652
 DE1652.The dynamic height is computed by dividing the NAVD 88
 DE1652.geopotential number by the normal gravity value computed on the
 DE1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1652.degrees latitude (g = 980.6199 gals.).
 DE1652
 DE1652.The modeled gravity was interpolated from observed gravity values.
 DE1652
 DE1652;                    North         East    Units  Estimated Accuracy
 DE1652;SPC SC       -   151,360.      676,670.      MT  (+/- 180 meters Scaled)
 DE1652
 DE1652                          SUPERSEDED SURVEY CONTROL
 DE1652
 DE1652  NGVD 29 (03/21/89)   24.714  (m)           81.08   (f) ADJUSTED    1 2
 DE1652
 DE1652.Superseded values are not recommended for survey control.
 DE1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1652.See file dsdata.txt to determine how the superseded data were derived.
 DE1652
 DE1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS670732(NAD 83)
 DE1652_MARKER: DD = SURVEY DISK
 DE1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1652_SP_SET: CONCRETE POST
 DE1652_STAMPING: VERT 8 233 1985
 DE1652_MARK LOGO: SCGS  
 DE1652_PROJECTION: RECESSED 3 CENTIMETERS
 DE1652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1652+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 DE1652
 DE1652  HISTORY     - Date     Condition        Report By
 DE1652  HISTORY     - 1985     MONUMENTED       SCGS
 DE1652  HISTORY     - 19970618 GOOD             USPSQD
 DE1652  HISTORY     - 20020910 GOOD             SCGS
 DE1652
 DE1652                          STATION DESCRIPTION
 DE1652
 DE1652'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1652'11.6 KM (7.2 MI) NNE FROM RIDGEVILLE.
 DE1652'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1652'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1652'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 8.6 KILOMETERS
 DE1652'(5.35 MILES) NORTHERLY ALONG STATE HIGHWAY 27, THENCE 1.1 KILOMETERS
 DE1652'(0.7 MILE) NORTHEAST ALONG COUNTY ROAD S-8-135, SET NEAR A WATER PUMP
 DE1652'SHED IN THE YARD OF A ONE-STORY WOOD HOUSE WITH A TWO STALL GARAGE AND
 DE1652'A SWIMMING POOL, 49.94 METERS (163.85 FEET) SOUTH-SOUTHEAST OF THE
 DE1652'CENTERLINE OF THE COUNTY ROAD, 18.4 METERS (60.37 FEET) SOUTHWEST OF
 DE1652'THE NORTHWEST CORNER OF THE HOUSE, 1.8 METERS (5.91 FEET) NORTHWEST OF
 DE1652'THE NORTHEAST CORNER OF THE WATER PUMP SHED, 2.2 METERS (7.22 FEET)
 DE1652'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE WATER PUMP SHED,
 DE1652'2.85 METERS (9.35 FEET) EAST-SOUTHEAST OF A POWER POLE.
 DE1652
 DE1652                          STATION RECOVERY (1997)
 DE1652
 DE1652'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1652'RECOVERED IN GOOD CONDITION.
 DE1652
 DE1652                          STATION RECOVERY (2002)
 DE1652
 DE1652'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1652'STATION IS LOCATED 7.25 MILES NORTH NORTHEAST OF RIDGEVILLE, 15.45
 DE1652'MILES WEST OF
 DE1652'MONCKS CORNER. OWNERSHIP--C.H. HILL, 1151 MUDVILLE ROAD, RIDGEVILLE,
 DE1652'SC 29472, PHONE
 DE1652'843-688-5757.
 DE1652'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 26 (EXIT 187) AND
 DE1652'STATE HIGHWAY
 DE1652'27, 2.9 MILES NORTH OF RIDGEVILLE, GO NORTH NORTHEAST ON HIGHWAY 27
 DE1652'FOR 5.2 MILES TO
 DE1652'THE JUNCTION OF STATE ROAD 135 (MUDVILLE ROAD), TURN RIGHT ON ROAD 135
 DE1652'FOR 0.7 MILE TO
 DE1652'THE STATION ON THE RIGHT NEAR A WOODEN PUMP SHED ON THE WEST SIDE OF A
 DE1652'TWO STORY
 DE1652'WOODEN HOUSE NUMBER 1151.
 DE1652'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROAD,
 DE1652'161.6 FEET
 DE1652'SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 5.8 FEET NORTHWEST OF THE
 DE1652'NORTHEAST
 DE1652'CORNER OF THE WOODEN PUMP SHED, 7.0 FEET NORTHEAST OF THE NORTHWEST
 DE1652'CORNER OF
 DE1652'THE WOODEN PUMP SHED, 9.5 FEET EAST SOUTHEAST OF A POWER LINE STUB
 DE1652'POLE, 60.6 FEET
 DE1652'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
 DE1652'RECOVERED BY T. HALL.
 DE1652' 
 DE1652' 
 DE1652' 
 DE1652' 
 DE1652' 
 DE1652' 
 DE1652' 
 DE1652' 
 DE1652'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1651 ***********************************************************************
 DE1651  DESIGNATION -  8 234
 DE1651  PID         -  DE1651
 DE1651  STATE/COUNTY-  SC/BERKELEY
 DE1651  USGS QUAD   -  PRINGLETOWN (1987)
 DE1651
 DE1651                         *CURRENT SURVEY CONTROL
 DE1651  ___________________________________________________________________
 DE1651* NAD 83(1986)-  33 12 10.     (N)    080 16 09.     (W)     SCALED    
 DE1651* NAVD 88     -        26.075  (meters)      85.55   (feet)  ADJUSTED  
 DE1651  ___________________________________________________________________
 DE1651  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1651  DYNAMIC HT  -          26.047 (meters)      85.46  (feet)  COMP
 DE1651  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 DE1651
 DE1651  VERT ORDER  -  FIRST     CLASS II
 DE1651
 DE1651.The horizontal coordinates were scaled from a topographic map and have
 DE1651.an estimated accuracy of +/- 6 seconds.
 DE1651
 DE1651.The orthometric height was determined by differential leveling
 DE1651.and adjusted by the National Geodetic Survey in June 1991..
 DE1651
 DE1651.The geoid height was determined by GEOID03.
 DE1651
 DE1651.The dynamic height is computed by dividing the NAVD 88
 DE1651.geopotential number by the normal gravity value computed on the
 DE1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1651.degrees latitude (g = 980.6199 gals.).
 DE1651
 DE1651.The modeled gravity was interpolated from observed gravity values.
 DE1651
 DE1651;                    North         East    Units  Estimated Accuracy
 DE1651;SPC SC       -   152,110.      677,730.      MT  (+/- 180 meters Scaled)
 DE1651
 DE1651                          SUPERSEDED SURVEY CONTROL
 DE1651
 DE1651  NGVD 29 (03/21/89)   26.372  (m)           86.52   (f) ADJUSTED    1 2
 DE1651
 DE1651.Superseded values are not recommended for survey control.
 DE1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1651.See file dsdata.txt to determine how the superseded data were derived.
 DE1651
 DE1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS681740(NAD 83)
 DE1651_MARKER: DD = SURVEY DISK
 DE1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1651_SP_SET: CONCRETE POST
 DE1651_STAMPING: VERT 8 234 1985
 DE1651_MARK LOGO: SCGS  
 DE1651_PROJECTION: FLUSH
 DE1651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1651+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 DE1651
 DE1651  HISTORY     - Date     Condition        Report By
 DE1651  HISTORY     - 1985     MONUMENTED       SCGS
 DE1651  HISTORY     - 19970618 GOOD             USPSQD
 DE1651  HISTORY     - 20020910 GOOD             SCGS
 DE1651
 DE1651                          STATION DESCRIPTION
 DE1651
 DE1651'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1651'18.5 KM (11.5 MI) SW FROM CROSS.
 DE1651'2.4 KILOMETERS (1.5 MILES) NORTHERLY ALONG STATE HIGHWAY 27 FROM THE
 DE1651'RIDGEVILLE POST OFFICE, THENCE 0.6 KILOMETER (0.4 MILE) NORTHWEST
 DE1651'ALONG U.S. HIGHWAY 78 AND STATE HIGHWAY 27, THENCE 8.6 KILOMETERS
 DE1651'(5.35 MILES) NORTHERLY ALONG STATE HIGHWAY 27, THENCE 2.5 KILOMETERS
 DE1651'(1.55 MILES) NORTHEAST ALONG COUNTY ROAD S-8-135, THENCE 0.2 KILOMETER
 DE1651'(0.1 MILE) NORTH ALONG A SAND DRIVE TO A ONE-STORY HOUSE AND A CINDER
 DE1651'BLOCK GARAGE, SET NEAR A POWER POLE WITH A YARD LIGHT AND A
 DE1651'TRANSFORMER AT THE SOUTHEAST CORNER OF THE GARAGE, 27.67 METERS (90.78
 DE1651'FEET) NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 7.92 METERS
 DE1651'(25.98 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE,
 DE1651'17.99 METERS (59.02 FEET) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF
 DE1651'THE GARAGE, 29.9 METERS (98.1 FEET) NORTHWEST OF A TWIN TRUNK OAK
 DE1651'TREE, 1.25 METERS (4.1 FEET) WEST-SOUTHWEST OF THE POWER POLE.
 DE1651
 DE1651                          STATION RECOVERY (1997)
 DE1651
 DE1651'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1651'RECOVERED IN GOOD CONDITION.
 DE1651
 DE1651                          STATION RECOVERY (2002)
 DE1651
 DE1651'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1651'STATION IS LOCATED 7.9 MILES NORTH NORTHEAST OF RIDGEVILLE, 14.85
 DE1651'MILES WEST OF
 DE1651'MONCKS CORNER. OWNERSHIP--T.W. HILTON, 1300 MUDVILLE ROAD, RIDGEVILLE,
 DE1651'SC 29472,
 DE1651'PHONE 843-688-5308.
 DE1651'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 26 (EXIT 187) AND
 DE1651'STATE HIGHWAY
 DE1651'27, 2.9 MILES NORTH OF RIDGEVILLE, GO NORTH NORTHEAST ON HIGHWAY 27
 DE1651'FOR 5.2 MILES TO
 DE1651'THE JUNCTION OF STATE ROAD 135 (MUDVILLE ROAD), TURN RIGHT ON ROAD 135
 DE1651'FOR 1.45 MILES
 DE1651'TO A SAND DRIVEWAY LEFT LEADING BETWEEN TWO BRICK ENTRANCEWAY MARKERS
 DE1651'TO A BRICK
 DE1651'HOUSE NUMBER 1300, TURN LEFT ON THE DRIVEWAY FOR 0.1 MILE TO THE
 DE1651'STATION NEAR A
 DE1651'POWER LINE STUB POLE SET NEAR THE SOUTHEAST CORNER OF A FOUR STALL
 DE1651'GARAGE.
 DE1651'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 6.2 FEET WEST OF THE
 DE1651'POWER
 DE1651'LINE STUB POLE WITH A TRANSFORMER, 25.8 FEET SOUTH SOUTHEAST OF THE
 DE1651'SOUTHEAST CORNER OF THE GARAGE, 58.8 FEET EAST OF THE SOUTHWEST CORNER
 DE1651'OF
 DE1651'THE GARAGE.
 DE1651'RECOVERED BY T. HALL.
 DE1651' 
 DE1651' 
 DE1651' 
 DE1651' 
 DE1651' 
 DE1651' 
 DE1651' 
 DE1651' 
 DE1651' 
 DE1651'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1643 ***********************************************************************
 DE1643  DESIGNATION -  8 235
 DE1643  PID         -  DE1643
 DE1643  STATE/COUNTY-  SC/BERKELEY
 DE1643  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1643
 DE1643                         *CURRENT SURVEY CONTROL
 DE1643  ___________________________________________________________________
 DE1643* NAD 83(1986)-  33 13 44.     (N)    080 13 24.     (W)     SCALED    
 DE1643* NAVD 88     -        25.946  (meters)      85.12   (feet)  ADJUSTED  
 DE1643  ___________________________________________________________________
 DE1643  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DE1643  DYNAMIC HT  -          25.919 (meters)      85.04  (feet)  COMP
 DE1643  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DE1643
 DE1643  VERT ORDER  -  FIRST     CLASS II
 DE1643
 DE1643.The horizontal coordinates were scaled from a topographic map and have
 DE1643.an estimated accuracy of +/- 6 seconds.
 DE1643
 DE1643.The orthometric height was determined by differential leveling
 DE1643.and adjusted by the National Geodetic Survey in June 1991..
 DE1643
 DE1643.The geoid height was determined by GEOID03.
 DE1643
 DE1643.The dynamic height is computed by dividing the NAVD 88
 DE1643.geopotential number by the normal gravity value computed on the
 DE1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1643.degrees latitude (g = 980.6199 gals.).
 DE1643
 DE1643.The modeled gravity was interpolated from observed gravity values.
 DE1643
 DE1643;                    North         East    Units  Estimated Accuracy
 DE1643;SPC SC       -   155,040.      681,980.      MT  (+/- 180 meters Scaled)
 DE1643
 DE1643                          SUPERSEDED SURVEY CONTROL
 DE1643
 DE1643  NGVD 29 (03/21/89)   26.243  (m)           86.10   (f) ADJUSTED    1 2
 DE1643
 DE1643.Superseded values are not recommended for survey control.
 DE1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1643.See file dsdata.txt to determine how the superseded data were derived.
 DE1643
 DE1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS723769(NAD 83)
 DE1643_MARKER: DB = BENCH MARK DISK
 DE1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1643_SP_SET: CONCRETE POST
 DE1643_STAMPING: VERT 8 235 1985
 DE1643_MARK LOGO: SCGS  
 DE1643_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1643
 DE1643  HISTORY     - Date     Condition        Report By
 DE1643  HISTORY     - 1985     MONUMENTED       SCGS
 DE1643
 DE1643                          STATION DESCRIPTION
 DE1643
 DE1643'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1643'14.5 KM (9.0 MI) SW FROM CROSS.
 DE1643'6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE
 DE1643'CROSS POST OFFICE TO THE JUNCTION WITH STATE HIGHWAY 311, CONTINUE 8.1
 DE1643'KILOMETERS (5.05 MILES) SOUTHWEST ALONG COUNTY ROAD S-8-135, SET NEAR
 DE1643'A POWER POLE ACROSS THE ROAD FROM A SAND ROAD LEADING NORTH,
 DE1643'22.0 METERS (72.18 FEET) SOUTHWEST OF THE EXTENDED CENTER OF THE SAND
 DE1643'ROAD, 8.81 METERS (28.9 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 DE1643'COUNTY ROAD, 4.8 METERS (15.75 FEET) NORTH-NORTHWEST OF A BLAZED
 DE1643'14-INCH PINE TREE, 1.0 METER (3.28 FEET) NORTHEAST OF THE POWER POLE.
 DE1643'THE MARK IS 0.40 METERS  SW FROM A WITNESS POST.
 DE1643'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1642 ***********************************************************************
 DE1642  DESIGNATION -  8 236
 DE1642  PID         -  DE1642
 DE1642  STATE/COUNTY-  SC/BERKELEY
 DE1642  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1642
 DE1642                         *CURRENT SURVEY CONTROL
 DE1642  ___________________________________________________________________
 DE1642* NAD 83(1986)-  33 14 15.     (N)    080 12 41.     (W)     SCALED    
 DE1642* NAVD 88     -        27.052  (meters)      88.75   (feet)  ADJUSTED  
 DE1642  ___________________________________________________________________
 DE1642  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DE1642  DYNAMIC HT  -          27.023 (meters)      88.66  (feet)  COMP
 DE1642  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 DE1642
 DE1642  VERT ORDER  -  FIRST     CLASS II
 DE1642
 DE1642.The horizontal coordinates were scaled from a topographic map and have
 DE1642.an estimated accuracy of +/- 6 seconds.
 DE1642
 DE1642.The orthometric height was determined by differential leveling
 DE1642.and adjusted by the National Geodetic Survey in June 1991..
 DE1642
 DE1642.The geoid height was determined by GEOID03.
 DE1642
 DE1642.The dynamic height is computed by dividing the NAVD 88
 DE1642.geopotential number by the normal gravity value computed on the
 DE1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1642.degrees latitude (g = 980.6199 gals.).
 DE1642
 DE1642.The modeled gravity was interpolated from observed gravity values.
 DE1642
 DE1642;                    North         East    Units  Estimated Accuracy
 DE1642;SPC SC       -   156,000.      683,090.      MT  (+/- 180 meters Scaled)
 DE1642
 DE1642                          SUPERSEDED SURVEY CONTROL
 DE1642
 DE1642  NGVD 29 (03/21/89)   27.349  (m)           89.73   (f) ADJUSTED    1 2
 DE1642
 DE1642.Superseded values are not recommended for survey control.
 DE1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1642.See file dsdata.txt to determine how the superseded data were derived.
 DE1642
 DE1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS734778(NAD 83)
 DE1642_MARKER: DB = BENCH MARK DISK
 DE1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1642_SP_SET: CONCRETE POST
 DE1642_STAMPING: VERT 8 236 1985
 DE1642_MARK LOGO: SCGS  
 DE1642_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1642
 DE1642  HISTORY     - Date     Condition        Report By
 DE1642  HISTORY     - 1985     MONUMENTED       SCGS
 DE1642
 DE1642                          STATION DESCRIPTION
 DE1642
 DE1642'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1642'12.95 KM (8.05 MI) SW FROM CROSS.
 DE1642'6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE
 DE1642'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, CONTINUE 6.6
 DE1642'KILOMETERS (4.1 MILES) SOUTHWEST ALONG COUNTY ROAD S-8-135, SET NEAR A
 DE1642'POWER POLE IN THE EAST ANGLE OF WOODS ROAD LEADING SOUTHEAST,
 DE1642'8.55 METERS (28.05 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 DE1642'COUNTY ROAD, 17.3 METERS (56.76 FEET) EAST-NORTHEAST OF THE
 DE1642'APPROXIMATE CENTER OF THE WOODS ROAD, 11.3 METERS (37.07 FEET)
 DE1642'NORTH-NORTHWEST OF A BLAZED 16-INCH PINE TREE, 1.5 METERS (4.92 FEET)
 DE1642'SOUTHWEST OF THE POWER POLE.
 DE1642'THE MARK IS 0.35 METERS  NNW FROM A WITNESS POST.
 DE1642'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1641 ***********************************************************************
 DE1641  DESIGNATION -  8 237
 DE1641  PID         -  DE1641
 DE1641  STATE/COUNTY-  SC/BERKELEY
 DE1641  USGS QUAD   -  SUMMERVILLE NW (1990)
 DE1641
 DE1641                         *CURRENT SURVEY CONTROL
 DE1641  ___________________________________________________________________
 DE1641* NAD 83(1986)-  33 14 56.     (N)    080 11 52.     (W)     SCALED    
 DE1641* NAVD 88     -        27.822  (meters)      91.28   (feet)  ADJUSTED  
 DE1641  ___________________________________________________________________
 DE1641  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 DE1641  DYNAMIC HT  -          27.793 (meters)      91.18  (feet)  COMP
 DE1641  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 DE1641
 DE1641  VERT ORDER  -  FIRST     CLASS II
 DE1641
 DE1641.The horizontal coordinates were scaled from a topographic map and have
 DE1641.an estimated accuracy of +/- 6 seconds.
 DE1641
 DE1641.The orthometric height was determined by differential leveling
 DE1641.and adjusted by the National Geodetic Survey in June 1991..
 DE1641
 DE1641.The geoid height was determined by GEOID03.
 DE1641
 DE1641.The dynamic height is computed by dividing the NAVD 88
 DE1641.geopotential number by the normal gravity value computed on the
 DE1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1641.degrees latitude (g = 980.6199 gals.).
 DE1641
 DE1641.The modeled gravity was interpolated from observed gravity values.
 DE1641
 DE1641;                    North         East    Units  Estimated Accuracy
 DE1641;SPC SC       -   157,270.      684,350.      MT  (+/- 180 meters Scaled)
 DE1641
 DE1641                          SUPERSEDED SURVEY CONTROL
 DE1641
 DE1641  NGVD 29 (03/21/89)   28.120  (m)           92.26   (f) ADJUSTED    1 2
 DE1641
 DE1641.Superseded values are not recommended for survey control.
 DE1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1641.See file dsdata.txt to determine how the superseded data were derived.
 DE1641
 DE1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS747791(NAD 83)
 DE1641_MARKER: DB = BENCH MARK DISK
 DE1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1641_SP_SET: CONCRETE POST
 DE1641_STAMPING: VERT 8 237 1985
 DE1641_MARK LOGO: SCGS  
 DE1641_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1641
 DE1641  HISTORY     - Date     Condition        Report By
 DE1641  HISTORY     - 1985     MONUMENTED       SCGS
 DE1641
 DE1641                          STATION DESCRIPTION
 DE1641
 DE1641'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1641'11.2 KM (6.95 MI) SW FROM CROSS.
 DE1641'6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE
 DE1641'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, CONTINUE 4.75
 DE1641'KILOMETERS (2.95 MILES) SOUTHWEST ALONG COUNTY ROAD S-8-135, SET NEAR
 DE1641'A TELEPHONE JUNCTION BOX AND A POWER POLE BEFORE A CURVE, 9.83 METERS
 DE1641'(32.25 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD,
 DE1641'16.37 METERS (53.71 FEET) NORTH OF A BLAZED 10-INCH SWEET GUM TREE,
 DE1641'0.95 METER (3.12 FEET) EAST-NORTHEAST OF THE POWER POLE, 0.98 METER
 DE1641'(3.22 FEET) WEST-SOUTHWEST OF TELEPHONE JUNCTION BOX NUMBER CCC1ALP9.
 DE1641'THE MARK IS 0.30 METERS  WNW FROM A WITNESS POST.
 DE1641'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1640 ***********************************************************************
 DE1640  DESIGNATION -  8 238
 DE1640  PID         -  DE1640
 DE1640  STATE/COUNTY-  SC/BERKELEY
 DE1640  USGS QUAD   -  CROSS (1987)
 DE1640
 DE1640                         *CURRENT SURVEY CONTROL
 DE1640  ___________________________________________________________________
 DE1640* NAD 83(1986)-  33 15 49.     (N)    080 11 17.     (W)     SCALED    
 DE1640* NAVD 88     -        28.356  (meters)      93.03   (feet)  ADJUSTED  
 DE1640  ___________________________________________________________________
 DE1640  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DE1640  DYNAMIC HT  -          28.326 (meters)      92.93  (feet)  COMP
 DE1640  MODELED GRAV-     979,588.0   (mgal)                       NAVD 88
 DE1640
 DE1640  VERT ORDER  -  FIRST     CLASS II
 DE1640
 DE1640.The horizontal coordinates were scaled from a topographic map and have
 DE1640.an estimated accuracy of +/- 6 seconds.
 DE1640
 DE1640.The orthometric height was determined by differential leveling
 DE1640.and adjusted by the National Geodetic Survey in June 1991..
 DE1640
 DE1640.The geoid height was determined by GEOID03.
 DE1640
 DE1640.The dynamic height is computed by dividing the NAVD 88
 DE1640.geopotential number by the normal gravity value computed on the
 DE1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1640.degrees latitude (g = 980.6199 gals.).
 DE1640
 DE1640.The modeled gravity was interpolated from observed gravity values.
 DE1640
 DE1640;                    North         East    Units  Estimated Accuracy
 DE1640;SPC SC       -   158,910.      685,240.      MT  (+/- 180 meters Scaled)
 DE1640
 DE1640                          SUPERSEDED SURVEY CONTROL
 DE1640
 DE1640  NGVD 29 (03/21/89)   28.654  (m)           94.01   (f) ADJUSTED    1 2
 DE1640
 DE1640.Superseded values are not recommended for survey control.
 DE1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1640.See file dsdata.txt to determine how the superseded data were derived.
 DE1640
 DE1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS756808(NAD 83)
 DE1640_MARKER: DB = BENCH MARK DISK
 DE1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1640_SP_SET: CONCRETE POST
 DE1640_STAMPING: VERT 8 238 1985
 DE1640_MARK LOGO: SCGS  
 DE1640_PROJECTION: FLUSH
 DE1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1640
 DE1640  HISTORY     - Date     Condition        Report By
 DE1640  HISTORY     - 1985     MONUMENTED       SCGS
 DE1640
 DE1640                          STATION DESCRIPTION
 DE1640
 DE1640'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1640'9.25 KM (5.75 MI) SW FROM CROSS.
 DE1640'6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE
 DE1640'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, CONTINUE 2.8
 DE1640'KILOMETERS (1.75 MILES) SOUTHWEST ALONG COUNTY ROAD S-8-135, SET NEAR
 DE1640'A POWER POLE IN AN AREA WITH MOBILE HOMES BEFORE A CURVE, 40.7 METERS
 DE1640'(133.53 FEET) EAST-NORTHEAST OF A LONE 48-INCH BUTTERNUT TREE,
 DE1640'9.1 METERS (29.86 FEET) NORTHWEST OF THE CENTERLINE OF THE COUNTY
 DE1640'ROAD, 13.7 METERS (44.95 FEET) EAST OF THE APPROXIMATE CENTER OF TWO
 DE1640'20-INCH PINE TREES THAT ARE 0.95 METER APART, 1.45 METERS (4.76 FEET)
 DE1640'SOUTHWEST OF THE POWER POLE.
 DE1640'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1639 ***********************************************************************
 DE1639  DESIGNATION -  8 239
 DE1639  PID         -  DE1639
 DE1639  STATE/COUNTY-  SC/BERKELEY
 DE1639  USGS QUAD   -  CROSS (1987)
 DE1639
 DE1639                         *CURRENT SURVEY CONTROL
 DE1639  ___________________________________________________________________
 DE1639* NAD 83(1986)-  33 16 30.     (N)    080 10 37.     (W)     SCALED    
 DE1639* NAVD 88     -        27.125  (meters)      88.99   (feet)  ADJUSTED  
 DE1639  ___________________________________________________________________
 DE1639  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DE1639  DYNAMIC HT  -          27.097 (meters)      88.90  (feet)  COMP
 DE1639  MODELED GRAV-     979,589.8   (mgal)                       NAVD 88
 DE1639
 DE1639  VERT ORDER  -  FIRST     CLASS II
 DE1639
 DE1639.The horizontal coordinates were scaled from a topographic map and have
 DE1639.an estimated accuracy of +/- 6 seconds.
 DE1639
 DE1639.The orthometric height was determined by differential leveling
 DE1639.and adjusted by the National Geodetic Survey in June 1991..
 DE1639
 DE1639.The geoid height was determined by GEOID03.
 DE1639
 DE1639.The dynamic height is computed by dividing the NAVD 88
 DE1639.geopotential number by the normal gravity value computed on the
 DE1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1639.degrees latitude (g = 980.6199 gals.).
 DE1639
 DE1639.The modeled gravity was interpolated from observed gravity values.
 DE1639
 DE1639;                    North         East    Units  Estimated Accuracy
 DE1639;SPC SC       -   160,180.      686,260.      MT  (+/- 180 meters Scaled)
 DE1639
 DE1639                          SUPERSEDED SURVEY CONTROL
 DE1639
 DE1639  NGVD 29 (03/21/89)   27.423  (m)           89.97   (f) ADJUSTED    1 2
 DE1639
 DE1639.Superseded values are not recommended for survey control.
 DE1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1639.See file dsdata.txt to determine how the superseded data were derived.
 DE1639
 DE1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS766820(NAD 83)
 DE1639_MARKER: DD = SURVEY DISK
 DE1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1639_SP_SET: CONCRETE POST
 DE1639_STAMPING: VERT 8 239 1985
 DE1639_MARK LOGO: SCGS  
 DE1639_PROJECTION: FLUSH
 DE1639_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE1639+STABILITY: SURFACE MOTION
 DE1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1639+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1995
 DE1639
 DE1639  HISTORY     - Date     Condition        Report By
 DE1639  HISTORY     - 1985     MONUMENTED       SCGS
 DE1639  HISTORY     - 19950228 GOOD             SCGS
 DE1639
 DE1639                          STATION DESCRIPTION
 DE1639
 DE1639'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1639'7.65 KM (4.75 MI) SW FROM CROSS.
 DE1639'6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE
 DE1639'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, CONTINUE 1.05
 DE1639'KILOMETERS (0.65 MILE) SOUTHWEST ALONG COUNTY ROAD S-8-135, SET NEAR A
 DE1639'POWER POLE IN THE FRONT YARD OF A ONE-STORY HOUSE WITH A BRICK
 DE1639'FOUNDATION, 22.42 METERS (73.56 FEET) NORTH-NORTHWEST OF THE NORTH
 DE1639'CORNER OF THE HOUSE, 8.15 METERS (26.74 FEET) NORTH-NORTHEAST OF THE
 DE1639'APPROXIMATE CENTER OF A CONCRETE DRIVE LEADING TO THE HOUSE,
 DE1639'9.0 METERS (29.53 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF THE COUNTY
 DE1639'ROAD, 0.97 METER (3.18 FEET) SOUTH-SOUTHWEST OF THE POWER POLE.
 DE1639'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 DE1639
 DE1639                          STATION RECOVERY (1995)
 DE1639
 DE1639'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DE1639'STATION IS LOCATED 11.0 MILES (17.7 KM) WEST NORTHWEST OF MONCKS
 DE1639'CORNER, 16.5 MILES (26.6 KM) SOUTHWEST OF ST.  STEPHEN.
 DE1639'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DE1639'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DE1639'JUNCTION OF STATE HIGHWAYS 6, 311 AND STATE ROAD 135 (MUDVILLE ROAD) ,
 DE1639'10.45 MILES (16.82 KM) NORTHWEST OF MONCKS CORNER, GO WEST SOUTHWEST
 DE1639'ON ROAD 135 FOR 0.6 MILE (1.0 KM) TO THE STATION NEAR A POWER POOLE IN
 DE1639'THE EAST ANGLE OF A CONCRETE DRIVEWAY LEADING TO A WHITE WOOD-SIDED
 DE1639'HOUSE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 DE1639'WITH ROAD 135, 73.7 FEET (22.5 M) NORTH NORTHWEST OF THE NORTH CORNER
 DE1639'OF THE HOUSE, 16.2 FEET (4.9 M) EAST NORTHEAST OF A 1.2-FOOT CONCRETE
 DE1639'PIPE CULVERT BENEATH BLANK, 29.2 FEET (8.9 M) SOUTHEAST OF THE CENTER
 DE1639'OF THE ROAD, 3.2 FEET (1.0 M) SOUTHWEST OF A POWER POLE WITH A
 DE1639'TRANSFORMER, 3.2 FEET (1.0 M) SOUTH SOUTHWEST OF A WITNESS POST.
 DE1639'RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1470 ***********************************************************************
 DE1470  DESIGNATION -  8 240
 DE1470  PID         -  DE1470
 DE1470  STATE/COUNTY-  SC/BERKELEY
 DE1470  USGS QUAD   -  MONCKS CORNER (1979)
 DE1470
 DE1470                         *CURRENT SURVEY CONTROL
 DE1470  ___________________________________________________________________
 DE1470* NAD 83(1986)-  33 14 03.     (N)    080 05 21.     (W)     SCALED    
 DE1470* NAVD 88     -        20.860  (meters)      68.44   (feet)  ADJUSTED  
 DE1470  ___________________________________________________________________
 DE1470  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DE1470  DYNAMIC HT  -          20.838 (meters)      68.37  (feet)  COMP
 DE1470  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 DE1470
 DE1470  VERT ORDER  -  FIRST     CLASS II
 DE1470
 DE1470.The horizontal coordinates were scaled from a topographic map and have
 DE1470.an estimated accuracy of +/- 6 seconds.
 DE1470
 DE1470.The orthometric height was determined by differential leveling
 DE1470.and adjusted by the National Geodetic Survey in June 1991..
 DE1470
 DE1470.The geoid height was determined by GEOID03.
 DE1470
 DE1470.The dynamic height is computed by dividing the NAVD 88
 DE1470.geopotential number by the normal gravity value computed on the
 DE1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1470.degrees latitude (g = 980.6199 gals.).
 DE1470
 DE1470.The modeled gravity was interpolated from observed gravity values.
 DE1470
 DE1470;                    North         East    Units  Estimated Accuracy
 DE1470;SPC SC       -   155,720.      694,480.      MT  (+/- 180 meters Scaled)
 DE1470
 DE1470                          SUPERSEDED SURVEY CONTROL
 DE1470
 DE1470  NGVD 29 (03/21/89)   21.158  (m)           69.42   (f) ADJUSTED    1 2
 DE1470
 DE1470.Superseded values are not recommended for survey control.
 DE1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1470.See file dsdata.txt to determine how the superseded data were derived.
 DE1470
 DE1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS848776(NAD 83)
 DE1470_MARKER: DB = BENCH MARK DISK
 DE1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1470_SP_SET: CONCRETE POST
 DE1470_STAMPING: VERT 8 240 1985
 DE1470_MARK LOGO: SCGS  
 DE1470_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1470
 DE1470  HISTORY     - Date     Condition        Report By
 DE1470  HISTORY     - 1985     MONUMENTED       SCGS
 DE1470
 DE1470                          STATION DESCRIPTION
 DE1470
 DE1470'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1470'9.6 KM (6.0 MI) NW FROM MONCKS CORNER.
 DE1470'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1470'MONCKS CORNER POST OFFICE, THENCE 9.6 KILOMETERS (6.0 MILES) NORTHWEST
 DE1470'ALONG STATE HIGHWAY 6, SET NEAR A BLAZED 30-INCH PINE TREE,
 DE1470'17.0 METERS (55.77 FEET) NORTH-NORTHWEST OF TELEPHONE JUNCTION BOX
 DE1470'F224FF224, 18.65 METERS (61.19 FEET) EAST-NORTHEAST OF THE CENTERLINE
 DE1470'OF THE HIGHWAY, 5.9 METERS (19.36 FEET) EAST-SOUTHEAST OF THE POWER
 DE1470'POLE, 2.5 METERS (8.2 FEET) SOUTHWEST OF THE BLAZED 30-INCH PINE TREE.
 DE1470'THE MARK IS 0.68 METERS  NNW FROM A WITNESS POST.
 DE1470'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1471 ***********************************************************************
 DE1471  DESIGNATION -  8 241
 DE1471  PID         -  DE1471
 DE1471  STATE/COUNTY-  SC/BERKELEY
 DE1471  USGS QUAD   -  MONCKS CORNER (1979)
 DE1471
 DE1471                         *CURRENT SURVEY CONTROL
 DE1471  ___________________________________________________________________
 DE1471* NAD 83(1986)-  33 14 58.     (N)    080 05 51.     (W)     SCALED    
 DE1471* NAVD 88     -        21.703  (meters)      71.20   (feet)  ADJUSTED  
 DE1471  ___________________________________________________________________
 DE1471  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DE1471  DYNAMIC HT  -          21.680 (meters)      71.13  (feet)  COMP
 DE1471  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 DE1471
 DE1471  VERT ORDER  -  FIRST     CLASS II
 DE1471
 DE1471.The horizontal coordinates were scaled from a topographic map and have
 DE1471.an estimated accuracy of +/- 6 seconds.
 DE1471
 DE1471.The orthometric height was determined by differential leveling
 DE1471.and adjusted by the National Geodetic Survey in June 1991..
 DE1471
 DE1471.The geoid height was determined by GEOID03.
 DE1471
 DE1471.The dynamic height is computed by dividing the NAVD 88
 DE1471.geopotential number by the normal gravity value computed on the
 DE1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1471.degrees latitude (g = 980.6199 gals.).
 DE1471
 DE1471.The modeled gravity was interpolated from observed gravity values.
 DE1471
 DE1471;                    North         East    Units  Estimated Accuracy
 DE1471;SPC SC       -   157,410.      693,690.      MT  (+/- 180 meters Scaled)
 DE1471
 DE1471                          SUPERSEDED SURVEY CONTROL
 DE1471
 DE1471  NGVD 29 (03/21/89)   22.001  (m)           72.18   (f) ADJUSTED    1 2
 DE1471
 DE1471.Superseded values are not recommended for survey control.
 DE1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1471.See file dsdata.txt to determine how the superseded data were derived.
 DE1471
 DE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS840793(NAD 83)
 DE1471_MARKER: DB = BENCH MARK DISK
 DE1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1471_SP_SET: CONCRETE POST
 DE1471_STAMPING: VERT 8 241 1985
 DE1471_MARK LOGO: SCGS  
 DE1471_PROJECTION: FLUSH
 DE1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1471
 DE1471  HISTORY     - Date     Condition        Report By
 DE1471  HISTORY     - 1985     MONUMENTED       SCGS
 DE1471
 DE1471                          STATION DESCRIPTION
 DE1471
 DE1471'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1471'11.6 KM (7.2 MI) NW FROM MONCKS CORNER.
 DE1471'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1471'MONCKS CORNER POST OFFICE, THENCE 11.6 KILOMETERS (7.2 MILES)
 DE1471'NORTHWEST ALONG STATE HIGHWAY 6, SET NEAR A POWER POLE IN THE
 DE1471'NORTHEAST CORNER OF THE YARD OF A ONE-STORY BRICK HOUSE IN THE
 DE1471'SOUTHWEST ANGLE OF A SAND ROAD, 37.0 METERS (121.39 FEET)
 DE1471'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 28.75 METERS
 DE1471'(94.32 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WATER PUMP
 DE1471'SHED, 17.0 METERS (55.77 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DE1471'HIGHWAY, 8.2 METERS (26.9 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 DE1471'CENTER OF THE SAND ROAD, 0.85 METER (2.79 FEET) EAST-NORTHEAST OF THE
 DE1471'POWER POLE.
 DE1471'THE MARK IS 0.68 METERS  ENE FROM A WITNESS POST.
 DE1471'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1473 ***********************************************************************
 DE1473  DESIGNATION -  8 242
 DE1473  PID         -  DE1473
 DE1473  STATE/COUNTY-  SC/BERKELEY
 DE1473  USGS QUAD   -  CHICORA (1987)
 DE1473
 DE1473                         *CURRENT SURVEY CONTROL
 DE1473  ___________________________________________________________________
 DE1473* NAD 83(1986)-  33 15 52.     (N)    080 06 20.     (W)     SCALED    
 DE1473* NAVD 88     -        22.851  (meters)      74.97   (feet)  ADJUSTED  
 DE1473  ___________________________________________________________________
 DE1473  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DE1473  DYNAMIC HT  -          22.827 (meters)      74.89  (feet)  COMP
 DE1473  MODELED GRAV-     979,588.5   (mgal)                       NAVD 88
 DE1473
 DE1473  VERT ORDER  -  FIRST     CLASS II
 DE1473
 DE1473.The horizontal coordinates were scaled from a topographic map and have
 DE1473.an estimated accuracy of +/- 6 seconds.
 DE1473
 DE1473.The orthometric height was determined by differential leveling
 DE1473.and adjusted by the National Geodetic Survey in June 1991..
 DE1473
 DE1473.The geoid height was determined by GEOID03.
 DE1473
 DE1473.The dynamic height is computed by dividing the NAVD 88
 DE1473.geopotential number by the normal gravity value computed on the
 DE1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1473.degrees latitude (g = 980.6199 gals.).
 DE1473
 DE1473.The modeled gravity was interpolated from observed gravity values.
 DE1473
 DE1473;                    North         East    Units  Estimated Accuracy
 DE1473;SPC SC       -   159,070.      692,920.      MT  (+/- 180 meters Scaled)
 DE1473
 DE1473                          SUPERSEDED SURVEY CONTROL
 DE1473
 DE1473  NGVD 29 (03/21/89)   23.149  (m)           75.95   (f) ADJUSTED    1 2
 DE1473
 DE1473.Superseded values are not recommended for survey control.
 DE1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1473.See file dsdata.txt to determine how the superseded data were derived.
 DE1473
 DE1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS833809(NAD 83)
 DE1473_MARKER: DB = BENCH MARK DISK
 DE1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1473_SP_SET: CONCRETE POST
 DE1473_STAMPING: VERT 8 242 1985
 DE1473_MARK LOGO: SCGS  
 DE1473_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1473
 DE1473  HISTORY     - Date     Condition        Report By
 DE1473  HISTORY     - 1985     MONUMENTED       SCGS
 DE1473
 DE1473                          STATION DESCRIPTION
 DE1473
 DE1473'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1473'8.5 KM (5.3 MI) SOUTH FROM CROSS.
 DE1473'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1473'MONCKS CORNER POST OFFICE, THENCE 13.5 KILOMETERS (8.4 MILES)
 DE1473'NORTHWEST ALONG STATE HIGHWAY 6, SET NEAR A POWER POLE IN THE
 DE1473'SOUTHWEST ANGLE OF A SAND ROAD BEFORE A CURVE, ALSO MAY BE REACHED BY
 DE1473'GOING 6.4 KILOMETERS (4.0 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM
 DE1473'THE CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, THENCE 6.6
 DE1473'KILOMETERS (4.1 MILES) EASTERLY ALONG STATE HIGHWAY 6, 24.9 METERS
 DE1473'(81.69 FEET) EAST-SOUTHEAST OF A 24-INCH OAK TREE, 16.45 METERS (53.97
 DE1473'FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.3 METERS
 DE1473'(23.95 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND
 DE1473'ROAD, 1.2 METERS (3.94 FEET) SOUTHWEST OF THE POWER POLE.
 DE1473'THE MARK IS 0.35 METERS  NNW FROM A WITNESS POST.
 DE1473'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1475 ***********************************************************************
 DE1475  DESIGNATION -  8 243
 DE1475  PID         -  DE1475
 DE1475  STATE/COUNTY-  SC/BERKELEY
 DE1475  USGS QUAD   -  CHICORA (1987)
 DE1475
 DE1475                         *CURRENT SURVEY CONTROL
 DE1475  ___________________________________________________________________
 DE1475* NAD 83(1986)-  33 16 20.     (N)    080 07 13.     (W)     SCALED    
 DE1475* NAVD 88     -        21.885  (meters)      71.80   (feet)  ADJUSTED  
 DE1475  ___________________________________________________________________
 DE1475  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DE1475  DYNAMIC HT  -          21.862 (meters)      71.73  (feet)  COMP
 DE1475  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 DE1475
 DE1475  VERT ORDER  -  FIRST     CLASS II
 DE1475
 DE1475.The horizontal coordinates were scaled from a topographic map and have
 DE1475.an estimated accuracy of +/- 6 seconds.
 DE1475
 DE1475.The orthometric height was determined by differential leveling
 DE1475.and adjusted by the National Geodetic Survey in June 1991..
 DE1475
 DE1475.The geoid height was determined by GEOID03.
 DE1475
 DE1475.The dynamic height is computed by dividing the NAVD 88
 DE1475.geopotential number by the normal gravity value computed on the
 DE1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1475.degrees latitude (g = 980.6199 gals.).
 DE1475
 DE1475.The modeled gravity was interpolated from observed gravity values.
 DE1475
 DE1475;                    North         East    Units  Estimated Accuracy
 DE1475;SPC SC       -   159,920.      691,540.      MT  (+/- 180 meters Scaled)
 DE1475
 DE1475                          SUPERSEDED SURVEY CONTROL
 DE1475
 DE1475  NGVD 29 (03/21/89)   22.183  (m)           72.78   (f) ADJUSTED    1 2
 DE1475
 DE1475.Superseded values are not recommended for survey control.
 DE1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1475.See file dsdata.txt to determine how the superseded data were derived.
 DE1475
 DE1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS819818(NAD 83)
 DE1475_MARKER: DB = BENCH MARK DISK
 DE1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1475_SP_SET: CONCRETE POST
 DE1475_STAMPING: VERT 8 243 1985
 DE1475_MARK LOGO: SCGS  
 DE1475_PROJECTION: FLUSH
 DE1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1475
 DE1475  HISTORY     - Date     Condition        Report By
 DE1475  HISTORY     - 1985     MONUMENTED       SCGS
 DE1475
 DE1475                          STATION DESCRIPTION
 DE1475
 DE1475'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1475'7.1 KM (4.4 MI) SE FROM CROSS.
 DE1475'6.4 KILOMETERS (4.0 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1475'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, THENCE 4.8
 DE1475'KILOMETERS (3.0 MILES) EASTERLY ALONG STATE HIGHWAY 6, SET NEAR A
 DE1475'POWER POLE IN THE NORTHEAST CORNER OF THE YARD OF A ONE-STORY HOUSE
 DE1475'WITH A SCREENED IN PORCH, 22.1 METERS (72.51 FEET) EAST-NORTHEAST OF
 DE1475'THE NORTHEAST CORNER OF THE PORCH, 14.65 METERS (48.06 FEET)
 DE1475'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.7 METERS (28.54
 DE1475'FEET) NORTHEAST OF A LONE 40-INCH SYCAMORE TREE, 0.58 METER (1.9 FEET)
 DE1475'WEST-NORTHWEST OF THE POWER POLE, 14.65 METERS (48.06 FEET)
 DE1475'EAST-SOUTHEAST OF A FENCE CORNER OF A WIRE FENCE SEMI-SURROUNDING THE
 DE1475'HOUSE.
 DE1475'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1479 ***********************************************************************
 DE1479  DESIGNATION -  8 244
 DE1479  PID         -  DE1479
 DE1479  STATE/COUNTY-  SC/BERKELEY
 DE1479  USGS QUAD   -  CROSS (1987)
 DE1479
 DE1479                         *CURRENT SURVEY CONTROL
 DE1479  ___________________________________________________________________
 DE1479* NAD 83(1986)-  33 16 41.     (N)    080 08 22.     (W)     SCALED    
 DE1479* NAVD 88     -        20.772  (meters)      68.15   (feet)  ADJUSTED  
 DE1479  ___________________________________________________________________
 DE1479  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DE1479  DYNAMIC HT  -          20.750 (meters)      68.08  (feet)  COMP
 DE1479  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 DE1479
 DE1479  VERT ORDER  -  FIRST     CLASS II
 DE1479
 DE1479.The horizontal coordinates were scaled from a topographic map and have
 DE1479.an estimated accuracy of +/- 6 seconds.
 DE1479
 DE1479.The orthometric height was determined by differential leveling
 DE1479.and adjusted by the National Geodetic Survey in June 1991..
 DE1479
 DE1479.The geoid height was determined by GEOID03.
 DE1479
 DE1479.The dynamic height is computed by dividing the NAVD 88
 DE1479.geopotential number by the normal gravity value computed on the
 DE1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1479.degrees latitude (g = 980.6199 gals.).
 DE1479
 DE1479.The modeled gravity was interpolated from observed gravity values.
 DE1479
 DE1479;                    North         East    Units  Estimated Accuracy
 DE1479;SPC SC       -   160,550.      689,750.      MT  (+/- 180 meters Scaled)
 DE1479
 DE1479                          SUPERSEDED SURVEY CONTROL
 DE1479
 DE1479  NGVD 29 (03/21/89)   21.070  (m)           69.13   (f) ADJUSTED    1 2
 DE1479
 DE1479.Superseded values are not recommended for survey control.
 DE1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1479.See file dsdata.txt to determine how the superseded data were derived.
 DE1479
 DE1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS801824(NAD 83)
 DE1479_MARKER: DD = SURVEY DISK
 DE1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1479_SP_SET: CONCRETE POST
 DE1479_STAMPING: VERT 8 244 1985
 DE1479_MARK LOGO: SCGS  
 DE1479_PROJECTION: FLUSH
 DE1479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE1479+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 DE1479
 DE1479  HISTORY     - Date     Condition        Report By
 DE1479  HISTORY     - 1985     MONUMENTED       SCGS
 DE1479  HISTORY     - 20040107 GOOD             SCGS
 DE1479
 DE1479                          STATION DESCRIPTION
 DE1479
 DE1479'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1479'6.0 KM (3.7 MI) SSE FROM CROSS.
 DE1479'6.4 KILOMETERS (4.0 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1479'CROSS POST OFFICE TO THE JUNCTION OF STATE HIGHWAY 311, THENCE 2.9
 DE1479'KILOMETERS (1.8 MILES) EASTERLY ALONG STATE HIGHWAY 6, SET NEAR A
 DE1479'POWER POLE WITH ONE GUY WIRE AND TELEPHONE JUNCTION BOX C18 ATTACHED,
 DE1479'17.54 METERS (57.55 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 DE1479'HIGHWAY, 10.8 METERS (35.43 FEET) SOUTH-SOUTHEAST OF A BLAZED 10-INCH
 DE1479'OAK TREE, 8.63 METERS (28.31 FEET) SOUTH-SOUTHWEST OF A BLAZED 26-INCH
 DE1479'PINE TREE, 0.85 METER (2.79 FEET) NORTHWEST OF THE POWER POLE.
 DE1479'THE MARK IS 0.33 METERS  ESE FROM A WITNESS POST.
 DE1479'THE MARK IS 0.90 M BELOW HIGHWAY.
 DE1479
 DE1479                          STATION RECOVERY (2004)
 DE1479
 DE1479'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE1479'STATION IS LOCATED 9.25 MILES NORTHWEST OF MONCKS CORNER, 10.6 MILES
 DE1479'WEST OF BONNEAU.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 DE1479'BOX 191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 DE1479'FROM THE JUNCTION OF STATE HIGHWAYS 311, 6 (RANGER DRIVE) AND  STATE
 DE1479'ROAD 135 (MUDVILLE ROAD) IN CROSS, 10.8 MILES WEST NORTHWEST OF MONCKS
 DE1479'CORNER,  GO EAST ON HIGHWAY 6 FOR 1.85 MILE TO THE STATION ON THE LEFT
 DE1479'NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND
 DE1479'AND 1.5 FEET BELOW THE HIGHWAY,  58.0 FEET NORTH OF THE CENTER OF THE
 DE1479'HIGHWAY,4.0 FEET SOUTHWEST OF THE POWER POLE  WITH GUY WIRE, 3.1 FEET
 DE1479'NORTHWEST OF A TELEPHONE JUNCTION BOX C1, 1.0 FOOT EAST  SOUTHEAST OF
 DE1479'A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1487 ***********************************************************************
 DE1487  DESIGNATION -  8 245
 DE1487  PID         -  DE1487
 DE1487  STATE/COUNTY-  SC/BERKELEY
 DE1487  USGS QUAD   -  CROSS (1987)
 DE1487
 DE1487                         *CURRENT SURVEY CONTROL
 DE1487  ___________________________________________________________________
 DE1487* NAD 83(1986)-  33 18 38.     (N)    080 09 59.     (W)     SCALED    
 DE1487* NAVD 88     -        27.483  (meters)      90.17   (feet)  ADJUSTED  
 DE1487  ___________________________________________________________________
 DE1487  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE1487  DYNAMIC HT  -          27.455 (meters)      90.08  (feet)  COMP
 DE1487  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 DE1487
 DE1487  VERT ORDER  -  FIRST     CLASS II
 DE1487
 DE1487.The horizontal coordinates were scaled from a topographic map and have
 DE1487.an estimated accuracy of +/- 6 seconds.
 DE1487
 DE1487.The orthometric height was determined by differential leveling
 DE1487.and adjusted by the National Geodetic Survey in June 1991..
 DE1487
 DE1487.The geoid height was determined by GEOID03.
 DE1487
 DE1487.The dynamic height is computed by dividing the NAVD 88
 DE1487.geopotential number by the normal gravity value computed on the
 DE1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1487.degrees latitude (g = 980.6199 gals.).
 DE1487
 DE1487.The modeled gravity was interpolated from observed gravity values.
 DE1487
 DE1487;                    North         East    Units  Estimated Accuracy
 DE1487;SPC SC       -   164,130.      687,210.      MT  (+/- 180 meters Scaled)
 DE1487
 DE1487                          SUPERSEDED SURVEY CONTROL
 DE1487
 DE1487  NGVD 29 (03/21/89)   27.782  (m)           91.15   (f) ADJUSTED    1 2
 DE1487
 DE1487.Superseded values are not recommended for survey control.
 DE1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1487.See file dsdata.txt to determine how the superseded data were derived.
 DE1487
 DE1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS776860(NAD 83)
 DE1487_MARKER: DB = BENCH MARK DISK
 DE1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1487_SP_SET: CONCRETE POST
 DE1487_STAMPING: VERT 8 245 1985
 DE1487_MARK LOGO: SCGS  
 DE1487_PROJECTION: FLUSH
 DE1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1487
 DE1487  HISTORY     - Date     Condition        Report By
 DE1487  HISTORY     - 1985     MONUMENTED       SCGS
 DE1487
 DE1487                          STATION DESCRIPTION
 DE1487
 DE1487'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1487'2.8 KM (1.75 MI) SW FROM CROSS.
 DE1487'2.8 KILOMETERS (1.75 MILES) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1487'CROSS POST OFFICE, SET NEAR A POWER POLE IN THE WEST ANGLE OF THE
 DE1487'JUNCTION OF COUNTY ROAD S-8-60, 29.4 METERS (96.46 FEET) SOUTH OF THE
 DE1487'SOUTHEAST CORNER OF THE CROSS VOLUNTEER FIRE DEPARTMENT, 15.3 METERS
 DE1487'(50.2 FEET) SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 DE1487'27.3 METERS (89.57 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DE1487'1.05 METERS (3.44 FEET) SOUTH-SOUTHWEST OF THE POWER POLE, 56.5 METERS
 DE1487'(185.37 FEET) SOUTHEAST OF THE SOUTHWEST CORNER OF A GAS STATION IN
 DE1487'THE WEST ANGLE OF THE JUNCTION.
 DE1487'THE MARK IS 0.67 METERS  W FROM A WITNESS POST.
 DE1487'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1490 ***********************************************************************
 DE1490  DESIGNATION -  8 246
 DE1490  PID         -  DE1490
 DE1490  STATE/COUNTY-  SC/BERKELEY
 DE1490  USGS QUAD   -  CROSS (1987)
 DE1490
 DE1490                         *CURRENT SURVEY CONTROL
 DE1490  ___________________________________________________________________
 DE1490* NAD 83(1986)-  33 19 28.     (N)    080 09 37.     (W)     SCALED    
 DE1490* NAVD 88     -        26.485  (meters)      86.89   (feet)  ADJUSTED  
 DE1490  ___________________________________________________________________
 DE1490  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE1490  DYNAMIC HT  -          26.457 (meters)      86.80  (feet)  COMP
 DE1490  MODELED GRAV-     979,597.7   (mgal)                       NAVD 88
 DE1490
 DE1490  VERT ORDER  -  FIRST     CLASS II
 DE1490
 DE1490.The horizontal coordinates were scaled from a topographic map and have
 DE1490.an estimated accuracy of +/- 6 seconds.
 DE1490
 DE1490.The orthometric height was determined by differential leveling
 DE1490.and adjusted by the National Geodetic Survey in June 1991..
 DE1490
 DE1490.The geoid height was determined by GEOID03.
 DE1490
 DE1490.The dynamic height is computed by dividing the NAVD 88
 DE1490.geopotential number by the normal gravity value computed on the
 DE1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1490.degrees latitude (g = 980.6199 gals.).
 DE1490
 DE1490.The modeled gravity was interpolated from observed gravity values.
 DE1490
 DE1490;                    North         East    Units  Estimated Accuracy
 DE1490;SPC SC       -   165,680.      687,770.      MT  (+/- 180 meters Scaled)
 DE1490
 DE1490                          SUPERSEDED SURVEY CONTROL
 DE1490
 DE1490  NGVD 29 (03/21/89)   26.783  (m)           87.87   (f) ADJUSTED    1 2
 DE1490
 DE1490.Superseded values are not recommended for survey control.
 DE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1490.See file dsdata.txt to determine how the superseded data were derived.
 DE1490
 DE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS781875(NAD 83)
 DE1490_MARKER: DB = BENCH MARK DISK
 DE1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1490_SP_SET: CONCRETE POST
 DE1490_STAMPING: VERT 8 246 1985
 DE1490_MARK LOGO: SCGS  
 DE1490_PROJECTION: FLUSH
 DE1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1490
 DE1490  HISTORY     - Date     Condition        Report By
 DE1490  HISTORY     - 1985     MONUMENTED       SCGS
 DE1490
 DE1490                          STATION DESCRIPTION
 DE1490
 DE1490'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1490'1.05 KM (0.65 MI) SW FROM CROSS.
 DE1490'1.05 KILOMETERS (0.65 MILE) SOUTHERLY ALONG STATE HIGHWAY 6 FROM THE
 DE1490'CROSS POST OFFICE, SET NEAR A POWER POLE IN THE WEST CORNER OF THE
 DE1490'YARD OF A LARGE ONE-STORY WOOD HOUSE WITH A CIRCLE DRIVE, 40.3 METERS
 DE1490'(132.22 FEET) WEST-NORTHWEST OF THE WEST CORNER OF THE HOUSE,
 DE1490'21.5 METERS (70.54 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF A SAND
 DE1490'DRIVE LEADING TO THE CIRCLE DRIVE, 2.0 METERS (6.56 FEET) NORTH OF A
 DE1490'28-INCH PINE TREE, 2.9 METERS (9.51 FEET) EAST-SOUTHEAST OF THE POWER
 DE1490'POLE, 12.22 METERS (40.09 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 DE1490'HIGHWAY.
 DE1490'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1491 ***********************************************************************
 DE1491  DESIGNATION -  8 247
 DE1491  PID         -  DE1491
 DE1491  STATE/COUNTY-  SC/BERKELEY
 DE1491  USGS QUAD   -  CROSS (1987)
 DE1491
 DE1491                         *CURRENT SURVEY CONTROL
 DE1491  ___________________________________________________________________
 DE1491* NAD 83(1986)-  33 19 49.     (N)    080 09 08.     (W)     SCALED    
 DE1491* NAVD 88     -        25.117  (meters)      82.40   (feet)  ADJUSTED  
 DE1491  ___________________________________________________________________
 DE1491  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE1491  DYNAMIC HT  -          25.091 (meters)      82.32  (feet)  COMP
 DE1491  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 DE1491
 DE1491  VERT ORDER  -  FIRST     CLASS II
 DE1491
 DE1491.The horizontal coordinates were scaled from a topographic map and have
 DE1491.an estimated accuracy of +/- 6 seconds.
 DE1491
 DE1491.The orthometric height was determined by differential leveling
 DE1491.and adjusted by the National Geodetic Survey in June 1991..
 DE1491
 DE1491.The geoid height was determined by GEOID03.
 DE1491
 DE1491.The dynamic height is computed by dividing the NAVD 88
 DE1491.geopotential number by the normal gravity value computed on the
 DE1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1491.degrees latitude (g = 980.6199 gals.).
 DE1491
 DE1491.The modeled gravity was interpolated from observed gravity values.
 DE1491
 DE1491;                    North         East    Units  Estimated Accuracy
 DE1491;SPC SC       -   166,330.      688,520.      MT  (+/- 180 meters Scaled)
 DE1491
 DE1491                          SUPERSEDED SURVEY CONTROL
 DE1491
 DE1491  NGVD 29 (03/21/89)   25.415  (m)           83.38   (f) ADJUSTED    1 2
 DE1491
 DE1491.Superseded values are not recommended for survey control.
 DE1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1491.See file dsdata.txt to determine how the superseded data were derived.
 DE1491
 DE1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS789882(NAD 83)
 DE1491_MARKER: DB = BENCH MARK DISK
 DE1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1491_SP_SET: CONCRETE POST
 DE1491_STAMPING: VERT 8 247 1985
 DE1491_MARK LOGO: SCGS  
 DE1491_PROJECTION: FLUSH
 DE1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1491
 DE1491  HISTORY     - Date     Condition        Report By
 DE1491  HISTORY     - 1985     MONUMENTED       SCGS
 DE1491
 DE1491                          STATION DESCRIPTION
 DE1491
 DE1491'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1491'IN CROSS.
 DE1491'SET NEAR A FLAG POLE AT THE NORTHWEST CORNER OF THE CROSS POST OFFICE,
 DE1491'31.45 METERS (103.18 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 DE1491'STATE HIGHWAY 6, 11.05 METERS (36.25 FEET) WEST-SOUTHWEST OF THE
 DE1491'NORTHEAST CORNER OF THE POST OFFICE, 2.2 METERS (7.22 FEET)
 DE1491'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE POST OFFICE,
 DE1491'1.65 METERS (5.41 FEET) EAST-SOUTHEAST OF THE FLAG POLE.
 DE1491'THE MARK IS 0.20 M ABOVE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1498 ***********************************************************************
 DE1498  DESIGNATION -  8 248
 DE1498  PID         -  DE1498
 DE1498  STATE/COUNTY-  SC/BERKELEY
 DE1498  USGS QUAD   -  CROSS (1987)
 DE1498
 DE1498                         *CURRENT SURVEY CONTROL
 DE1498  ___________________________________________________________________
 DE1498* NAD 83(1986)-  33 20 41.     (N)    080 08 33.     (W)     SCALED    
 DE1498* NAVD 88     -        25.154  (meters)      82.53   (feet)  ADJUSTED  
 DE1498  ___________________________________________________________________
 DE1498  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE1498  DYNAMIC HT  -          25.128 (meters)      82.44  (feet)  COMP
 DE1498  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 DE1498
 DE1498  VERT ORDER  -  FIRST     CLASS II
 DE1498
 DE1498.The horizontal coordinates were scaled from a topographic map and have
 DE1498.an estimated accuracy of +/- 6 seconds.
 DE1498
 DE1498.The orthometric height was determined by differential leveling
 DE1498.and adjusted by the National Geodetic Survey in June 1991..
 DE1498
 DE1498.The geoid height was determined by GEOID03.
 DE1498
 DE1498.The dynamic height is computed by dividing the NAVD 88
 DE1498.geopotential number by the normal gravity value computed on the
 DE1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1498.degrees latitude (g = 980.6199 gals.).
 DE1498
 DE1498.The modeled gravity was interpolated from observed gravity values.
 DE1498
 DE1498;                    North         East    Units  Estimated Accuracy
 DE1498;SPC SC       -   167,940.      689,410.      MT  (+/- 180 meters Scaled)
 DE1498
 DE1498                          SUPERSEDED SURVEY CONTROL
 DE1498
 DE1498  NGVD 29 (03/21/89)   25.453  (m)           83.51   (f) ADJUSTED    1 2
 DE1498
 DE1498.Superseded values are not recommended for survey control.
 DE1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1498.See file dsdata.txt to determine how the superseded data were derived.
 DE1498
 DE1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS797898(NAD 83)
 DE1498_MARKER: DB = BENCH MARK DISK
 DE1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1498_SP_SET: CONCRETE POST
 DE1498_STAMPING: VERT 8 248 1985
 DE1498_MARK LOGO: SCGS  
 DE1498_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1498
 DE1498  HISTORY     - Date     Condition        Report By
 DE1498  HISTORY     - 1985     MONUMENTED       SCGS
 DE1498
 DE1498                          STATION DESCRIPTION
 DE1498
 DE1498'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1498'1.9 KM (1.2 MI) NE FROM CROSS.
 DE1498'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1498'CROSS POST OFFICE, SET NEAR A POWER POLE IN THE NORTH ANGLE OF THE
 DE1498'JUNCTION OF COUNTY ROAD S-8-132, 11.65 METERS (38.22 FEET) NORTHEAST
 DE1498'OF THE CENTERLINE OF THE HIGHWAY, 14.5 METERS (47.57 FEET) NORTHWEST
 DE1498'OF THE CENTERLINE OF THE COUNTY ROAD, 5.75 METERS (18.86 FEET) SOUTH
 DE1498'OF A LONE 26-INCH PINE TREE, 0.87 METER (2.85 FEET) WEST-NORTHWEST OF
 DE1498'THE POWER POLE.
 DE1498'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 DE1498'THE MARK IS ABOVE LEVEL WITH HIGWHAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1500 ***********************************************************************
 DE1500  DESIGNATION -  8 249
 DE1500  PID         -  DE1500
 DE1500  STATE/COUNTY-  SC/BERKELEY
 DE1500  USGS QUAD   -  CROSS (1987)
 DE1500
 DE1500                         *CURRENT SURVEY CONTROL
 DE1500  ___________________________________________________________________
 DE1500* NAD 83(1986)-  33 21 38.     (N)    080 08 09.     (W)     SCALED    
 DE1500* NAVD 88     -        25.523  (meters)      83.74   (feet)  ADJUSTED  
 DE1500  ___________________________________________________________________
 DE1500  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DE1500  DYNAMIC HT  -          25.497 (meters)      83.65  (feet)  COMP
 DE1500  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 DE1500
 DE1500  VERT ORDER  -  FIRST     CLASS II
 DE1500
 DE1500.The horizontal coordinates were scaled from a topographic map and have
 DE1500.an estimated accuracy of +/- 6 seconds.
 DE1500
 DE1500.The orthometric height was determined by differential leveling
 DE1500.and adjusted by the National Geodetic Survey in June 1991..
 DE1500
 DE1500.The geoid height was determined by GEOID03.
 DE1500
 DE1500.The dynamic height is computed by dividing the NAVD 88
 DE1500.geopotential number by the normal gravity value computed on the
 DE1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1500.degrees latitude (g = 980.6199 gals.).
 DE1500
 DE1500.The modeled gravity was interpolated from observed gravity values.
 DE1500
 DE1500;                    North         East    Units  Estimated Accuracy
 DE1500;SPC SC       -   169,700.      690,010.      MT  (+/- 180 meters Scaled)
 DE1500
 DE1500                          SUPERSEDED SURVEY CONTROL
 DE1500
 DE1500  NGVD 29 (03/21/89)   25.822  (m)           84.72   (f) ADJUSTED    1 2
 DE1500
 DE1500.Superseded values are not recommended for survey control.
 DE1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1500.See file dsdata.txt to determine how the superseded data were derived.
 DE1500
 DE1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS803915(NAD 83)
 DE1500_MARKER: DB = BENCH MARK DISK
 DE1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1500_SP_SET: CONCRETE POST
 DE1500_STAMPING: VERT 8 249 1985
 DE1500_MARK LOGO: SCGS  
 DE1500_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1500
 DE1500  HISTORY     - Date     Condition        Report By
 DE1500  HISTORY     - 1985     MONUMENTED       SCGS
 DE1500
 DE1500                          STATION DESCRIPTION
 DE1500
 DE1500'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1500'3.95 KM (2.45 MI) NNE FROM CROSS.
 DE1500'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1500'CROSS POST OFFICE, THENCE 2.0 KILOMETERS (1.25 MILES) NORTHERLY ALONG
 DE1500'COUNTY ROAD S-8-132, SET NEAR A POWER POLE AT A SAND ROAD LEADING
 DE1500'NORTHWEST BEFORE A SMALL RED BRICK HOUSE, 10.46 METERS (34.32 FEET)
 DE1500'EAST-SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 19.77 METERS
 DE1500'(64.86 FEET) NORTHWEST OF A BLAZED 12-INCH PINE TREE, 16.3 METERS
 DE1500'(53.48 FEET) NORTH-NORTHEAST OF TELEPHONE JUNCTION BOX A12, 1.6 METERS
 DE1500'(5.25 FEET) SOUTH-SOUTHWEST OF THE POWER POLE.
 DE1500'THE MARK IS 0.40 METERS  WNW FROM A WITNESS POST.
 DE1500'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1511 ***********************************************************************
 DE1511  DESIGNATION -  8 250
 DE1511  PID         -  DE1511
 DE1511  STATE/COUNTY-  SC/BERKELEY
 DE1511  USGS QUAD   -  EADYTOWN (1987)
 DE1511
 DE1511                         *CURRENT SURVEY CONTROL
 DE1511  ___________________________________________________________________
 DE1511* NAD 83(1986)-  33 23 52.     (N)    080 07 47.     (W)     SCALED    
 DE1511* NAVD 88     -        25.427  (meters)      83.42   (feet)  ADJUSTED  
 DE1511  ___________________________________________________________________
 DE1511  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DE1511  DYNAMIC HT  -          25.400 (meters)      83.33  (feet)  COMP
 DE1511  MODELED GRAV-     979,608.4   (mgal)                       NAVD 88
 DE1511
 DE1511  VERT ORDER  -  FIRST     CLASS II
 DE1511
 DE1511.The horizontal coordinates were scaled from a topographic map and have
 DE1511.an estimated accuracy of +/- 6 seconds.
 DE1511
 DE1511.The orthometric height was determined by differential leveling
 DE1511.and adjusted by the National Geodetic Survey in June 1991..
 DE1511
 DE1511.The geoid height was determined by GEOID03.
 DE1511
 DE1511.The dynamic height is computed by dividing the NAVD 88
 DE1511.geopotential number by the normal gravity value computed on the
 DE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1511.degrees latitude (g = 980.6199 gals.).
 DE1511
 DE1511.The modeled gravity was interpolated from observed gravity values.
 DE1511
 DE1511;                    North         East    Units  Estimated Accuracy
 DE1511;SPC SC       -   173,830.      690,550.      MT  (+/- 180 meters Scaled)
 DE1511
 DE1511                          SUPERSEDED SURVEY CONTROL
 DE1511
 DE1511  NGVD 29 (03/21/89)   25.725  (m)           84.40   (f) ADJUSTED    1 2
 DE1511
 DE1511.Superseded values are not recommended for survey control.
 DE1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1511.See file dsdata.txt to determine how the superseded data were derived.
 DE1511
 DE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS809957(NAD 83)
 DE1511_MARKER: DB = BENCH MARK DISK
 DE1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1511_SP_SET: CONCRETE POST
 DE1511_STAMPING: VERT 8 250 1985
 DE1511_MARK LOGO: SCGS  
 DE1511_PROJECTION: FLUSH
 DE1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1511
 DE1511  HISTORY     - Date     Condition        Report By
 DE1511  HISTORY     - 1985     MONUMENTED       SCGS
 DE1511
 DE1511                          STATION DESCRIPTION
 DE1511
 DE1511'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1511'2.2 KM (1.4 MI) SE FROM EADYTOWN.
 DE1511'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1511'CROSS POST OFFICE, THENCE 4.6 KILOMETERS (2.85 MILES) NORTHERLY ALONG
 DE1511'COUNTY ROAD S-8-132, THENCE 2.2 KILOMETERS (1.4 MILES) NORTHEAST ALONG
 DE1511'STATE HIGHWAY 45, SET NEAR A TELEPHONE JUNCTION BOX IN THE SOUTH ANGLE
 DE1511'OF COUNTY ROAD S-8-708, 11.8 METERS (38.71 FEET) SOUTH-SOUTHEAST OF
 DE1511'THE CENTERLINE OF THE HIGHWAY, 16.0 METERS (52.49 FEET) WEST-SOUTHWEST
 DE1511'OF THE CENTERLINE OF COUNTY ROAD S-8-708, 25.15 METERS (82.51 FEET)
 DE1511'NORTH-NORTHEAST OF A BLAZED 52-INCH PINE TREE, 1.0 METER (3.28 FEET)
 DE1511'SOUTH OF THE TELEPHONE JUNCTION BOX B34.
 DE1511'THE MARK IS 0.36 METERS  NNW FROM A WITNESS POST.
 DE1511'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1512 ***********************************************************************
 DE1512  DESIGNATION -  8 251
 DE1512  PID         -  DE1512
 DE1512  STATE/COUNTY-  SC/BERKELEY
 DE1512  USGS QUAD   -  PINEVILLE (1987)
 DE1512
 DE1512                         *CURRENT SURVEY CONTROL
 DE1512  ___________________________________________________________________
 DE1512* NAD 83(1986)-  33 24 24.     (N)    080 07 18.     (W)     SCALED    
 DE1512* NAVD 88     -        26.274  (meters)      86.20   (feet)  ADJUSTED  
 DE1512  ___________________________________________________________________
 DE1512  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DE1512  DYNAMIC HT  -          26.247 (meters)      86.11  (feet)  COMP
 DE1512  MODELED GRAV-     979,609.3   (mgal)                       NAVD 88
 DE1512
 DE1512  VERT ORDER  -  FIRST     CLASS II
 DE1512
 DE1512.The horizontal coordinates were scaled from a topographic map and have
 DE1512.an estimated accuracy of +/- 6 seconds.
 DE1512
 DE1512.The orthometric height was determined by differential leveling
 DE1512.and adjusted by the National Geodetic Survey in June 1991..
 DE1512
 DE1512.The geoid height was determined by GEOID03.
 DE1512
 DE1512.The dynamic height is computed by dividing the NAVD 88
 DE1512.geopotential number by the normal gravity value computed on the
 DE1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1512.degrees latitude (g = 980.6199 gals.).
 DE1512
 DE1512.The modeled gravity was interpolated from observed gravity values.
 DE1512
 DE1512;                    North         East    Units  Estimated Accuracy
 DE1512;SPC SC       -   174,830.      691,290.      MT  (+/- 180 meters Scaled)
 DE1512
 DE1512                          SUPERSEDED SURVEY CONTROL
 DE1512
 DE1512  NGVD 29 (03/21/89)   26.573  (m)           87.18   (f) ADJUSTED    1 2
 DE1512
 DE1512.Superseded values are not recommended for survey control.
 DE1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1512.See file dsdata.txt to determine how the superseded data were derived.
 DE1512
 DE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS816967(NAD 83)
 DE1512_MARKER: DB = BENCH MARK DISK
 DE1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1512_SP_SET: CONCRETE POST
 DE1512_STAMPING: VERT 8 251 1985
 DE1512_MARK LOGO: SCGS  
 DE1512_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1512
 DE1512  HISTORY     - Date     Condition        Report By
 DE1512  HISTORY     - 1985     MONUMENTED       SCGS
 DE1512
 DE1512                          STATION DESCRIPTION
 DE1512
 DE1512'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1512'2.2 KM (1.4 MI) SE FROM EADYTOWN.
 DE1512'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1512'CROSS POST OFFICE, THENCE 4.6 KILOMETERS (2.85 MILES) NORTHERLY ALONG
 DE1512'COUNTY ROAD S-8-132, THENCE 3.45 KILOMETERS (2.15 MILES) NORTHEAST
 DE1512'ALONG STATE HIGHWAY 45, SET NEAR A POWER POLE IN THE NORTHEAST ANGLE
 DE1512'OF THE INTERSECTION OF COUNTY ROAD S-8-23, 10.8 METERS (35.43 FEET)
 DE1512'EAST OF THE CENTERLINE OF THE HIGHWAY, 12.6 METERS (41.34 FEET) NORTH
 DE1512'OF THE CENTERLINE OF THE COUNTY ROAD, 5.45 METERS (17.88 FEET)
 DE1512'NORTH-NORTHEAST OF TELEPHONE JUNCTION BOX B20, 1.7 METERS (5.58 FEET)
 DE1512'SOUTH-SOUTHWEST OF THE POWER POLE.
 DE1512'THE MARK IS 0.40 METERS  W FROM A WITNESS POST.
 DE1512'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1513 ***********************************************************************
 DE1513  DESIGNATION -  8 252
 DE1513  PID         -  DE1513
 DE1513  STATE/COUNTY-  SC/BERKELEY
 DE1513  USGS QUAD   -  EADYTOWN (1987)
 DE1513
 DE1513                         *CURRENT SURVEY CONTROL
 DE1513  ___________________________________________________________________
 DE1513* NAD 83(1986)-  33 24 34.     (N)    080 08 28.     (W)     SCALED    
 DE1513* NAVD 88     -        26.682  (meters)      87.54   (feet)  ADJUSTED  
 DE1513  ___________________________________________________________________
 DE1513  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DE1513  DYNAMIC HT  -          26.654 (meters)      87.45  (feet)  COMP
 DE1513  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DE1513
 DE1513  VERT ORDER  -  FIRST     CLASS II
 DE1513
 DE1513.The horizontal coordinates were scaled from a topographic map and have
 DE1513.an estimated accuracy of +/- 6 seconds.
 DE1513
 DE1513.The orthometric height was determined by differential leveling
 DE1513.and adjusted by the National Geodetic Survey in June 1991..
 DE1513
 DE1513.The geoid height was determined by GEOID03.
 DE1513
 DE1513.The dynamic height is computed by dividing the NAVD 88
 DE1513.geopotential number by the normal gravity value computed on the
 DE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1513.degrees latitude (g = 980.6199 gals.).
 DE1513
 DE1513.The modeled gravity was interpolated from observed gravity values.
 DE1513
 DE1513;                    North         East    Units  Estimated Accuracy
 DE1513;SPC SC       -   175,120.      689,480.      MT  (+/- 180 meters Scaled)
 DE1513
 DE1513                          SUPERSEDED SURVEY CONTROL
 DE1513
 DE1513  NGVD 29 (03/21/89)   26.980  (m)           88.52   (f) ADJUSTED    1 2
 DE1513
 DE1513.Superseded values are not recommended for survey control.
 DE1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1513.See file dsdata.txt to determine how the superseded data were derived.
 DE1513
 DE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS798970(NAD 83)
 DE1513_MARKER: DB = BENCH MARK DISK
 DE1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1513_SP_SET: CONCRETE POST
 DE1513_STAMPING: VERT 8 252 1985
 DE1513_MARK LOGO: SCGS  
 DE1513_PROJECTION: FLUSH
 DE1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1513
 DE1513  HISTORY     - Date     Condition        Report By
 DE1513  HISTORY     - 1985     MONUMENTED       SCGS
 DE1513
 DE1513                          STATION DESCRIPTION
 DE1513
 DE1513'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1513'0.8 KM (0.5 MI) SE FROM EADYTOWN.
 DE1513'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1513'CROSS POST OFFICE, THENCE 4.6 KILOMETERS (2.85 MILES) NORTHERLY ALONG
 DE1513'COUNTY ROAD S-8-132, THENCE 3.45 KILOMETERS (2.15 MILES) NORTHEAST
 DE1513'ALONG STATE HIGHWAY 45, THENCE 1.85 KILOMETERS (1.15 MILES) WESTERLY
 DE1513'ALONG COUNTY ROAD S-8-23, SET NEAR A POWER POLE AT A CORNER OF A CHAIN
 DE1513'LINK FENCE SURROUNDING SOME SMALL CINDER BLOCK BUILDINGS AND A
 DE1513'SWIMMING POOL, 18.92 METERS (62.07 FEET) NORTH-NORTHEAST OF A LONE
 DE1513'85-INCH OAK TREE, 7.22 METERS (23.69 FEET) EAST-SOUTHEAST OF A 10-INCH
 DE1513'PECAN TREE, 1.15 METERS (3.77 FEET) WEST-NORTHWEST OF THE POWER POLE,
 DE1513'9.7 METERS (3.82 FEET) SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD.
 DE1513'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 DE1513'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1514 ***********************************************************************
 DE1514  DESIGNATION -  8 253
 DE1514  PID         -  DE1514
 DE1514  STATE/COUNTY-  SC/BERKELEY
 DE1514  USGS QUAD   -  EADYTOWN (1987)
 DE1514
 DE1514                         *CURRENT SURVEY CONTROL
 DE1514  ___________________________________________________________________
 DE1514* NAD 83(1986)-  33 24 43.     (N)    080 08 57.     (W)     SCALED    
 DE1514* NAVD 88     -        26.300  (meters)      86.29   (feet)  ADJUSTED  
 DE1514  ___________________________________________________________________
 DE1514  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DE1514  DYNAMIC HT  -          26.273 (meters)      86.20  (feet)  COMP
 DE1514  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 DE1514
 DE1514  VERT ORDER  -  FIRST     CLASS II
 DE1514
 DE1514.The horizontal coordinates were scaled from a topographic map and have
 DE1514.an estimated accuracy of +/- 6 seconds.
 DE1514
 DE1514.The orthometric height was determined by differential leveling
 DE1514.and adjusted by the National Geodetic Survey in June 1991..
 DE1514
 DE1514.The geoid height was determined by GEOID03.
 DE1514
 DE1514.The dynamic height is computed by dividing the NAVD 88
 DE1514.geopotential number by the normal gravity value computed on the
 DE1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1514.degrees latitude (g = 980.6199 gals.).
 DE1514
 DE1514.The modeled gravity was interpolated from observed gravity values.
 DE1514
 DE1514;                    North         East    Units  Estimated Accuracy
 DE1514;SPC SC       -   175,390.      688,730.      MT  (+/- 180 meters Scaled)
 DE1514
 DE1514                          SUPERSEDED SURVEY CONTROL
 DE1514
 DE1514  NGVD 29 (03/21/89)   26.598  (m)           87.26   (f) ADJUSTED    1 2
 DE1514
 DE1514.Superseded values are not recommended for survey control.
 DE1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1514.See file dsdata.txt to determine how the superseded data were derived.
 DE1514
 DE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS791972(NAD 83)
 DE1514_MARKER: DB = BENCH MARK DISK
 DE1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1514_SP_SET: CONCRETE POST
 DE1514_STAMPING: VERT 8 253 1985
 DE1514_MARK LOGO: SCGS  
 DE1514_PROJECTION: FLUSH
 DE1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1514
 DE1514  HISTORY     - Date     Condition        Report By
 DE1514  HISTORY     - 1985     MONUMENTED       SCGS
 DE1514
 DE1514                          STATION DESCRIPTION
 DE1514
 DE1514'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1514'IN EADYTOWN.
 DE1514'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE
 DE1514'CROSS POST OFFICE, THENCE 4.6 KILOMETERS (2.85 MILES) NORTHERLY ALONG
 DE1514'COUNTY ROAD S-8-132, THENCE 3.45 KILOMETERS (2.15 MILES) NORTHEAST
 DE1514'ALONG STATE HIGHWAY 45, THENCE 2.5 KILOMETERS (1.55 MILES) WESTERLY
 DE1514'ALONG COUNTY ROAD S-8-23, THENCE 0.3 KILOMETER (0.2 MILE) WEST ALONG
 DE1514'COUNTY ROAD S-8-31, SET NEAR A POWER POLE IN THE VEE OF A PAVED ROAD
 DE1514'LEADING TO A BOAT DOCK AND A GRAVEL ROAD LEADING TO SOME ALUMINUM
 DE1514'BUILDINGS, ALSO MAY BE REACHED BY GOING 10.1 KILOMETERS (6.3 MILES)
 DE1514'WESTERLY ALONG STATE HIGHWAY 45 FROM THE PINEVILLE POST OFFICE, THENCE
 DE1514'3.1 KILOMETERS (1.95 MILES) SOUTHWEST ALONG COUNTY ROAD S-8-31,
 DE1514'31.9 METERS (104.66 FEET) WEST-NORTHWEST OF A LONE 30-INCH PINE TREE,
 DE1514'4.6 METERS (15.09 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE PAVED
 DE1514'ROAD, 33.94 METERS (111.35 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST
 DE1514'CORNER OF A CINDER BLOCK BUILDING, 5.1 METERS (16.73 FEET) NORTH OF
 DE1514'THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 0.9 METER (2.95 FEET) WEST
 DE1514'OF POWER POLE C29D11.
 DE1514'THE MARK IS 2.15 METERS  WNW FROM A WITNESS POST.
 DE1514'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1515 ***********************************************************************
 DE1515  DESIGNATION -  8 254
 DE1515  PID         -  DE1515
 DE1515  STATE/COUNTY-  SC/BERKELEY
 DE1515  USGS QUAD   -  EADYTOWN (1987)
 DE1515
 DE1515                         *CURRENT SURVEY CONTROL
 DE1515  ___________________________________________________________________
 DE1515* NAD 83(1986)-  33 25 32.     (N)    080 09 05.     (W)     SCALED    
 DE1515* NAVD 88     -        22.024  (meters)      72.26   (feet)  ADJUSTED  
 DE1515  ___________________________________________________________________
 DE1515  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DE1515  DYNAMIC HT  -          22.001 (meters)      72.18  (feet)  COMP
 DE1515  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 DE1515
 DE1515  VERT ORDER  -  FIRST     CLASS II
 DE1515
 DE1515.The horizontal coordinates were scaled from a topographic map and have
 DE1515.an estimated accuracy of +/- 6 seconds.
 DE1515
 DE1515.The orthometric height was determined by differential leveling
 DE1515.and adjusted by the National Geodetic Survey in June 1991..
 DE1515
 DE1515.The geoid height was determined by GEOID03.
 DE1515
 DE1515.The dynamic height is computed by dividing the NAVD 88
 DE1515.geopotential number by the normal gravity value computed on the
 DE1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1515.degrees latitude (g = 980.6199 gals.).
 DE1515
 DE1515.The modeled gravity was interpolated from observed gravity values.
 DE1515
 DE1515;                    North         East    Units  Estimated Accuracy
 DE1515;SPC SC       -   176,900.      688,510.      MT  (+/- 180 meters Scaled)
 DE1515
 DE1515                          SUPERSEDED SURVEY CONTROL
 DE1515
 DE1515  NGVD 29 (03/21/89)   22.322  (m)           73.23   (f) ADJUSTED    1 2
 DE1515
 DE1515.Superseded values are not recommended for survey control.
 DE1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1515.See file dsdata.txt to determine how the superseded data were derived.
 DE1515
 DE1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS788987(NAD 83)
 DE1515_MARKER: DB = BENCH MARK DISK
 DE1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1515_SP_SET: CONCRETE POST
 DE1515_STAMPING: VERT 8 254 1985
 DE1515_MARK LOGO: SCGS  
 DE1515_PROJECTION: FLUSH
 DE1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1515
 DE1515  HISTORY     - Date     Condition        Report By
 DE1515  HISTORY     - 1985     MONUMENTED       SCGS
 DE1515
 DE1515                          STATION DESCRIPTION
 DE1515
 DE1515'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1515'1.5 KM (0.95 MI) NORTH FROM EADYTOWN.
 DE1515'10.1 KILOMETERS (6.3 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1515'PINEVILLE POST OFFICE, THENCE 3.1 KILOMETERS (1.95 MILES) SOUTHWEST
 DE1515'ALONG COUNTY ROAD S-8-31 TO A SHARP RIGHT TURN, CONTINUE 1.5
 DE1515'KILOMETERS (0.95 MILE) NORTH ALONG COUNTY ROAD S-8-31, SET IN THE
 DE1515'SOUTHEAST ANGLE OF A SAND ROAD LEADING TO A ONE-STORY HOUSE,
 DE1515'32.05 METERS (105.15 FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DE1515'THE HOUSE, 17.85 METERS (58.56 FEET) NORTH OF POWER POLE 262M,
 DE1515'17.2 METERS (56.43 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 DE1515'COUNTY ROAD S-8-31, 5.2 METERS (17.06 FEET) SOUTH-SOUTHEAST OF THE
 DE1515'APPROXIMATE CENTER OF THE SAND DRIVE.
 DE1515'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1516 ***********************************************************************
 DE1516  DESIGNATION -  8 255
 DE1516  PID         -  DE1516
 DE1516  STATE/COUNTY-  SC/BERKELEY
 DE1516  USGS QUAD   -  EADYTOWN (1987)
 DE1516
 DE1516                         *CURRENT SURVEY CONTROL
 DE1516  ___________________________________________________________________
 DE1516* NAD 83(1986)-  33 26 16.     (N)    080 09 17.     (W)     SCALED    
 DE1516* NAVD 88     -        20.829  (meters)      68.34   (feet)  ADJUSTED  
 DE1516  ___________________________________________________________________
 DE1516  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DE1516  DYNAMIC HT  -          20.808 (meters)      68.27  (feet)  COMP
 DE1516  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 DE1516
 DE1516  VERT ORDER  -  FIRST     CLASS II
 DE1516
 DE1516.The horizontal coordinates were scaled from a topographic map and have
 DE1516.an estimated accuracy of +/- 6 seconds.
 DE1516
 DE1516.The orthometric height was determined by differential leveling
 DE1516.and adjusted by the National Geodetic Survey in June 1991..
 DE1516
 DE1516.The geoid height was determined by GEOID03.
 DE1516
 DE1516.The dynamic height is computed by dividing the NAVD 88
 DE1516.geopotential number by the normal gravity value computed on the
 DE1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1516.degrees latitude (g = 980.6199 gals.).
 DE1516
 DE1516.The modeled gravity was interpolated from observed gravity values.
 DE1516
 DE1516;                    North         East    Units  Estimated Accuracy
 DE1516;SPC SC       -   178,250.      688,190.      MT  (+/- 180 meters Scaled)
 DE1516
 DE1516                          SUPERSEDED SURVEY CONTROL
 DE1516
 DE1516  NGVD 29 (03/21/89)   21.127  (m)           69.31   (f) ADJUSTED    1 2
 DE1516
 DE1516.Superseded values are not recommended for survey control.
 DE1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1516.See file dsdata.txt to determine how the superseded data were derived.
 DE1516
 DE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT785001(NAD 83)
 DE1516_MARKER: DB = BENCH MARK DISK
 DE1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1516_SP_SET: CONCRETE POST
 DE1516_STAMPING: VERT 8 255 1985
 DE1516_MARK LOGO: SCGS  
 DE1516_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1516
 DE1516  HISTORY     - Date     Condition        Report By
 DE1516  HISTORY     - 1985     MONUMENTED       SCGS
 DE1516
 DE1516                          STATION DESCRIPTION
 DE1516
 DE1516'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1516'2.95 KM (1.85 MI) NORTH FROM EADYTOWN.
 DE1516'10.1 KILOMETERS (6.3 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1516'PINEVILLE POST OFFICE, THENCE 3.1 KILOMETERS (1.95 MILES) SOUTHWEST
 DE1516'ALONG COUNTY ROAD S-8-31 TO A SHARP RIGHT TURN, CONTINUE 2.95
 DE1516'KILOMETERS (1.85 MILES) NORTH ALONG COUNTY ROAD S-8-31, SET NEAR A
 DE1516'BLAZED 24-INCH PINE TREE IN THE NORTHWEST ANGLE OF A SAND ROAD LEADING
 DE1516'TO A DYKE, 15.75 METERS (51.67 FEET) WEST OF THE APPROXIMATE CENTER OF
 DE1516'COUNTY ROAD S-8-31, 5.5 METERS (18.04 FEET) NORTH OF THE APPROXIMATE
 DE1516'CENTER OF THE SAND ROAD, 11.55 METERS (37.89 FEET) SOUTH-SOUTHEAST OF
 DE1516'A BLAZED 22-INCH PINE TREE, 2.9 METERS (9.51 FEET) EAST-NORTHEAST OF
 DE1516'THE BLAZED 24-INCH PINE TREE.
 DE1516'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 DE1516'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1536 ***********************************************************************
 DE1536  DESIGNATION -  8 256
 DE1536  PID         -  DE1536
 DE1536  STATE/COUNTY-  SC/BERKELEY
 DE1536  USGS QUAD   -  EADYTOWN (1987)
 DE1536
 DE1536                         *CURRENT SURVEY CONTROL
 DE1536  ___________________________________________________________________
 DE1536* NAD 83(1986)-  33 25 06.     (N)    080 08 01.     (W)     SCALED    
 DE1536* NAVD 88     -        21.937  (meters)      71.97   (feet)  ADJUSTED  
 DE1536  ___________________________________________________________________
 DE1536  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DE1536  DYNAMIC HT  -          21.914 (meters)      71.90  (feet)  COMP
 DE1536  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 DE1536
 DE1536  VERT ORDER  -  FIRST     CLASS II
 DE1536
 DE1536.The horizontal coordinates were scaled from a topographic map and have
 DE1536.an estimated accuracy of +/- 6 seconds.
 DE1536
 DE1536.The orthometric height was determined by differential leveling
 DE1536.and adjusted by the National Geodetic Survey in June 1991..
 DE1536
 DE1536.The geoid height was determined by GEOID03.
 DE1536
 DE1536.The dynamic height is computed by dividing the NAVD 88
 DE1536.geopotential number by the normal gravity value computed on the
 DE1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1536.degrees latitude (g = 980.6199 gals.).
 DE1536
 DE1536.The modeled gravity was interpolated from observed gravity values.
 DE1536
 DE1536;                    North         East    Units  Estimated Accuracy
 DE1536;SPC SC       -   176,110.      690,170.      MT  (+/- 180 meters Scaled)
 DE1536
 DE1536                          SUPERSEDED SURVEY CONTROL
 DE1536
 DE1536  NGVD 29 (03/21/89)   22.235  (m)           72.95   (f) ADJUSTED    1 2
 DE1536
 DE1536.Superseded values are not recommended for survey control.
 DE1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1536.See file dsdata.txt to determine how the superseded data were derived.
 DE1536
 DE1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS805980(NAD 83)
 DE1536_MARKER: DB = BENCH MARK DISK
 DE1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1536_SP_SET: CONCRETE POST
 DE1536_STAMPING: VERT 8 256 1985
 DE1536_MARK LOGO: SCGS  
 DE1536_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1536
 DE1536  HISTORY     - Date     Condition        Report By
 DE1536  HISTORY     - 1985     MONUMENTED       SCGS
 DE1536
 DE1536                          STATION DESCRIPTION
 DE1536
 DE1536'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1536'1.6 KM (1.0 MI) NE FROM EADYTOWN.
 DE1536'10.1 KILOMETERS (6.3 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1536'PINEVILLE POST OFFICE, THENCE 1.5 KILOMETERS (0.95 MILE) SOUTHWEST
 DE1536'ALONG COUNTY ROAD S-8-31, SET NEAR A TELEPHONE JUNCTION BOX,
 DE1536'26.4 METERS (86.61 FEET) WEST-NORTHWEST OF POWER POLE REACO-OP3-5,
 DE1536'10.25 METERS (33.63 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DE1536'COUNTY ROAD, 1.35 METERS (4.43 FEET) NORTHEAST OF THE TELEPHONE
 DE1536'JUNCTION BOX C10.
 DE1536'THE MARK IS 0.30 METERS  WSW FROM A WITNESS POST.
 DE1536'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1553 ***********************************************************************
 DE1553  DESIGNATION -  8 257
 DE1553  PID         -  DE1553
 DE1553  STATE/COUNTY-  SC/BERKELEY
 DE1553  USGS QUAD   -  PINEVILLE (1987)
 DE1553
 DE1553                         *CURRENT SURVEY CONTROL
 DE1553  ___________________________________________________________________
 DE1553* NAD 83(1986)-  33 26 04.     (N)    080 06 24.     (W)     SCALED    
 DE1553* NAVD 88     -        24.706  (meters)      81.06   (feet)  ADJUSTED  
 DE1553  ___________________________________________________________________
 DE1553  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DE1553  DYNAMIC HT  -          24.680 (meters)      80.97  (feet)  COMP
 DE1553  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DE1553
 DE1553  VERT ORDER  -  FIRST     CLASS II
 DE1553
 DE1553.The horizontal coordinates were scaled from a topographic map and have
 DE1553.an estimated accuracy of +/- 6 seconds.
 DE1553
 DE1553.The orthometric height was determined by differential leveling
 DE1553.and adjusted by the National Geodetic Survey in June 1991..
 DE1553
 DE1553.The geoid height was determined by GEOID03.
 DE1553
 DE1553.The dynamic height is computed by dividing the NAVD 88
 DE1553.geopotential number by the normal gravity value computed on the
 DE1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1553.degrees latitude (g = 980.6199 gals.).
 DE1553
 DE1553.The modeled gravity was interpolated from observed gravity values.
 DE1553
 DE1553;                    North         East    Units  Estimated Accuracy
 DE1553;SPC SC       -   177,920.      692,660.      MT  (+/- 180 meters Scaled)
 DE1553
 DE1553                          SUPERSEDED SURVEY CONTROL
 DE1553
 DE1553  NGVD 29 (03/21/89)   25.005  (m)           82.04   (f) ADJUSTED    1 2
 DE1553
 DE1553.Superseded values are not recommended for survey control.
 DE1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1553.See file dsdata.txt to determine how the superseded data were derived.
 DE1553
 DE1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS830998(NAD 83)
 DE1553_MARKER: DB = BENCH MARK DISK
 DE1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1553_SP_SET: CONCRETE POST
 DE1553_STAMPING: VERT 8 257 1985
 DE1553_MARK LOGO: SCGS  
 DE1553_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1553
 DE1553  HISTORY     - Date     Condition        Report By
 DE1553  HISTORY     - 1985     MONUMENTED       SCGS
 DE1553
 DE1553                          STATION DESCRIPTION
 DE1553
 DE1553'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1553'5.0 KM (3.1 MI) NE FROM EADYTOWN.
 DE1553'8.4 KILOMETERS (5.2 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1553'PINEVILLE POST OFFICE, SET NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF
 DE1553'THE JUNCTION OF COUNTY ROAD S-8-1091, 10.42 METERS (34.19 FEET) SOUTH
 DE1553'OF THE CENTERLINE OF THE HIGHWAY, 13.1 METERS (42.98 FEET) WEST OF THE
 DE1553'CENTERLINE OF THE COUNTY ROAD, 11.35 METERS (37.24 FEET) NORTH OF A
 DE1553'POWER POLE WITH ONE GUY WIRE, 3.1 METERS (10.17 FEET) SOUTHEAST OF THE
 DE1553'TELEPHONE JUNCTION BOX POLE, 3.2 METERS (10.5 FEET) EAST-SOUTHEAST OF
 DE1553'THE POWER POLE.
 DE1553'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 DE1553'THE MARK IS 1.00 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1552 ***********************************************************************
 DE1552  DESIGNATION -  8 258
 DE1552  PID         -  DE1552
 DE1552  STATE/COUNTY-  SC/BERKELEY
 DE1552  USGS QUAD   -  PINEVILLE (1987)
 DE1552
 DE1552                         *CURRENT SURVEY CONTROL
 DE1552  ___________________________________________________________________
 DE1552* NAD 83(1986)-  33 26 22.     (N)    080 05 14.     (W)     SCALED    
 DE1552* NAVD 88     -        21.868  (meters)      71.75   (feet)  ADJUSTED  
 DE1552  ___________________________________________________________________
 DE1552  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE1552  DYNAMIC HT  -          21.846 (meters)      71.67  (feet)  COMP
 DE1552  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 DE1552
 DE1552  VERT ORDER  -  FIRST     CLASS II
 DE1552
 DE1552.The horizontal coordinates were scaled from a topographic map and have
 DE1552.an estimated accuracy of +/- 6 seconds.
 DE1552
 DE1552.The orthometric height was determined by differential leveling
 DE1552.and adjusted by the National Geodetic Survey in June 1991..
 DE1552
 DE1552.The geoid height was determined by GEOID03.
 DE1552
 DE1552.The dynamic height is computed by dividing the NAVD 88
 DE1552.geopotential number by the normal gravity value computed on the
 DE1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1552.degrees latitude (g = 980.6199 gals.).
 DE1552
 DE1552.The modeled gravity was interpolated from observed gravity values.
 DE1552
 DE1552;                    North         East    Units  Estimated Accuracy
 DE1552;SPC SC       -   178,490.      694,460.      MT  (+/- 180 meters Scaled)
 DE1552
 DE1552                          SUPERSEDED SURVEY CONTROL
 DE1552
 DE1552  NGVD 29 (03/21/89)   22.167  (m)           72.73   (f) ADJUSTED    1 2
 DE1552
 DE1552.Superseded values are not recommended for survey control.
 DE1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1552.See file dsdata.txt to determine how the superseded data were derived.
 DE1552
 DE1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT848003(NAD 83)
 DE1552_MARKER: DB = BENCH MARK DISK
 DE1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1552_SP_SET: CONCRETE POST
 DE1552_STAMPING: VERT 8 258 1985
 DE1552_MARK LOGO: SCGS  
 DE1552_PROJECTION: FLUSH
 DE1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1552
 DE1552  HISTORY     - Date     Condition        Report By
 DE1552  HISTORY     - 1985     MONUMENTED       SCGS
 DE1552
 DE1552                          STATION DESCRIPTION
 DE1552
 DE1552'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1552'6.6 KM (4.1 MI) NE FROM EADYTOWN.
 DE1552'6.6 KILOMETERS (4.1 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1552'PINEVILLE POST OFFICE, SET NEAR A SEVEN-FOOT HIGH BRICK PILLAR AND A
 DE1552'TRIPLE TRUNK OAK TREE IN THE NORTHEAST ANGLE OF A PAVED ROAD LEADING
 DE1552'TO THE FRANCIS MARIONS BURIAL SITE (BELLE ISLE PLANTATION),
 DE1552'19.58 METERS (64.24 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DE1552'HIGHWAY, 6.5 METERS (21.33 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 DE1552'CENTER OF THE PAVED ROAD, 1.0 METER (3.28 FEET) SOUTH-SOUTHEAST OF THE
 DE1552'SOUTHWEST CORNER OF THE BRICK PILLAR, 2.6 METERS (8.53 FEET)
 DE1552'WEST-SOUTHWEST OF THE OAK TREE.
 DE1552'THE MARK IS 1.06 METERS  SSW FROM A WITNESS POST.
 DE1552'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1551 ***********************************************************************
 DE1551  DESIGNATION -  8 259
 DE1551  PID         -  DE1551
 DE1551  STATE/COUNTY-  SC/BERKELEY
 DE1551  USGS QUAD   -  PINEVILLE (1987)
 DE1551
 DE1551                         *CURRENT SURVEY CONTROL
 DE1551  ___________________________________________________________________
 DE1551* NAD 83(1986)-  33 26 28.     (N)    080 03 59.     (W)     SCALED    
 DE1551* NAVD 88     -        23.871  (meters)      78.32   (feet)  ADJUSTED  
 DE1551  ___________________________________________________________________
 DE1551  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DE1551  DYNAMIC HT  -          23.846 (meters)      78.23  (feet)  COMP
 DE1551  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 DE1551
 DE1551  VERT ORDER  -  FIRST     CLASS II
 DE1551
 DE1551.The horizontal coordinates were scaled from a topographic map and have
 DE1551.an estimated accuracy of +/- 6 seconds.
 DE1551
 DE1551.The orthometric height was determined by differential leveling
 DE1551.and adjusted by the National Geodetic Survey in June 1991..
 DE1551
 DE1551.The geoid height was determined by GEOID03.
 DE1551
 DE1551.The dynamic height is computed by dividing the NAVD 88
 DE1551.geopotential number by the normal gravity value computed on the
 DE1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1551.degrees latitude (g = 980.6199 gals.).
 DE1551
 DE1551.The modeled gravity was interpolated from observed gravity values.
 DE1551
 DE1551;                    North         East    Units  Estimated Accuracy
 DE1551;SPC SC       -   178,690.      696,390.      MT  (+/- 180 meters Scaled)
 DE1551
 DE1551                          SUPERSEDED SURVEY CONTROL
 DE1551
 DE1551  NGVD 29 (03/21/89)   24.170  (m)           79.30   (f) ADJUSTED    1 2
 DE1551
 DE1551.Superseded values are not recommended for survey control.
 DE1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1551.See file dsdata.txt to determine how the superseded data were derived.
 DE1551
 DE1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT867005(NAD 83)
 DE1551_MARKER: DB = BENCH MARK DISK
 DE1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1551_SP_SET: CONCRETE POST
 DE1551_STAMPING: VERT 8 259 1985
 DE1551_MARK LOGO: SCGS  
 DE1551_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1551
 DE1551  HISTORY     - Date     Condition        Report By
 DE1551  HISTORY     - 1985     MONUMENTED       SCGS
 DE1551
 DE1551                          STATION DESCRIPTION
 DE1551
 DE1551'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1551'4.6 KM (2.85 MI) NW FROM PINEVILLE.
 DE1551'4.6 KILOMETERS (2.85 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1551'PINEVILLE POST OFFICE, SET UNDER THE PINEVILLE LOOKOUT TOWER IN THE
 DE1551'NORTHWEST ANGLE OF THE INTERSECTION OF A SAND ROAD, 28.65 METERS (94.0
 DE1551'FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 44.13 METERS (144.78
 DE1551'FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE-STORY BRICK
 DE1551'HOUSE, 25.3 METERS (83.01 FEET) WEST OF THE APPROXIMATE CENTER OF THE
 DE1551'SAND ROAD, 20.8 METERS (68.24 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST
 DE1551'CORNER OF A WATER PUMP SHED, 4.65 METERS (15.26 FEET) NORTHEAST OF THE
 DE1551'SOUTHWEST LEG OF THE TOWER, 4.7 METERS (15.42 FEET) SOUTH-SOUTHWEST OF
 DE1551'THE NORTHEAST LEG OF THE TOWER.
 DE1551'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1550 ***********************************************************************
 DE1550  DESIGNATION -  8 260
 DE1550  PID         -  DE1550
 DE1550  STATE/COUNTY-  SC/BERKELEY
 DE1550  USGS QUAD   -  PINEVILLE (1987)
 DE1550
 DE1550                         *CURRENT SURVEY CONTROL
 DE1550  ___________________________________________________________________
 DE1550* NAD 83(1986)-  33 26 15.     (N)    080 03 16.     (W)     SCALED    
 DE1550* NAVD 88     -        23.831  (meters)      78.19   (feet)  ADJUSTED  
 DE1550  ___________________________________________________________________
 DE1550  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DE1550  DYNAMIC HT  -          23.807 (meters)      78.11  (feet)  COMP
 DE1550  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DE1550
 DE1550  VERT ORDER  -  FIRST     CLASS II
 DE1550
 DE1550.The horizontal coordinates were scaled from a topographic map and have
 DE1550.an estimated accuracy of +/- 6 seconds.
 DE1550
 DE1550.The orthometric height was determined by differential leveling
 DE1550.and adjusted by the National Geodetic Survey in June 1991..
 DE1550
 DE1550.The geoid height was determined by GEOID03.
 DE1550
 DE1550.The dynamic height is computed by dividing the NAVD 88
 DE1550.geopotential number by the normal gravity value computed on the
 DE1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1550.degrees latitude (g = 980.6199 gals.).
 DE1550
 DE1550.The modeled gravity was interpolated from observed gravity values.
 DE1550
 DE1550;                    North         East    Units  Estimated Accuracy
 DE1550;SPC SC       -   178,300.      697,510.      MT  (+/- 180 meters Scaled)
 DE1550
 DE1550                          SUPERSEDED SURVEY CONTROL
 DE1550
 DE1550  NGVD 29 (03/21/89)   24.131  (m)           79.17   (f) ADJUSTED    1 2
 DE1550
 DE1550.Superseded values are not recommended for survey control.
 DE1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1550.See file dsdata.txt to determine how the superseded data were derived.
 DE1550
 DE1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT878001(NAD 83)
 DE1550_MARKER: DB = BENCH MARK DISK
 DE1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1550_SP_SET: CONCRETE POST
 DE1550_STAMPING: VERT 8 260 1985
 DE1550_MARK LOGO: SCGS  
 DE1550_PROJECTION: PROJECTING 7 CENTIMETERS
 DE1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1550
 DE1550  HISTORY     - Date     Condition        Report By
 DE1550  HISTORY     - 1985     MONUMENTED       SCGS
 DE1550
 DE1550                          STATION DESCRIPTION
 DE1550
 DE1550'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1550'3.2 KM (2.0 MI) NW FROM PINEVILLE.
 DE1550'3.2 KILOMETERS (2.0 MILES) WESTERLY ALONG STATE HIGHWAY 45 FROM THE
 DE1550'PINEVILLE POST OFFICE, SET NEAR A POWER POLE BEFORE A CURVE,
 DE1550'10.83 METERS (35.53 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 DE1550'HIGHWAY, 59.6 METERS (195.54 FEET) EAST-SOUTHEAST OF TELEPHONE
 DE1550'JUNCTION BOX NUMBER A48, 9.83 METERS (32.25 FEET) NORTH-NORTHEAST OF A
 DE1550'BLAZED 10-INCH PINE TREE, 1.3 METERS (4.27 FEET) WEST-NORTHWEST OF THE
 DE1550'POWER POLE.
 DE1550'THE MARK IS 0.30 METERS  NNE FROM A WITNESS POST.
 DE1550'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1541 ***********************************************************************
 DE1541  DESIGNATION -  8 261
 DE1541  PID         -  DE1541
 DE1541  STATE/COUNTY-  SC/BERKELEY
 DE1541  USGS QUAD   -  PINEVILLE (1987)
 DE1541
 DE1541                         *CURRENT SURVEY CONTROL
 DE1541  ___________________________________________________________________
 DE1541* NAD 83(1986)-  33 25 52.     (N)    080 01 24.     (W)     SCALED    
 DE1541* NAVD 88     -        24.994  (meters)      82.00   (feet)  ADJUSTED  
 DE1541  ___________________________________________________________________
 DE1541  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DE1541  DYNAMIC HT  -          24.969 (meters)      81.92  (feet)  COMP
 DE1541  MODELED GRAV-     979,609.5   (mgal)                       NAVD 88
 DE1541
 DE1541  VERT ORDER  -  FIRST     CLASS II
 DE1541
 DE1541.The horizontal coordinates were scaled from a topographic map and have
 DE1541.an estimated accuracy of +/- 6 seconds.
 DE1541
 DE1541.The orthometric height was determined by differential leveling
 DE1541.and adjusted by the National Geodetic Survey in June 1991..
 DE1541
 DE1541.The geoid height was determined by GEOID03.
 DE1541
 DE1541.The dynamic height is computed by dividing the NAVD 88
 DE1541.geopotential number by the normal gravity value computed on the
 DE1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1541.degrees latitude (g = 980.6199 gals.).
 DE1541
 DE1541.The modeled gravity was interpolated from observed gravity values.
 DE1541
 DE1541;                    North         East    Units  Estimated Accuracy
 DE1541;SPC SC       -   177,620.      700,410.      MT  (+/- 180 meters Scaled)
 DE1541
 DE1541                          SUPERSEDED SURVEY CONTROL
 DE1541
 DE1541  NGVD 29 (03/21/89)   25.294  (m)           82.99   (f) ADJUSTED    1 2
 DE1541
 DE1541.Superseded values are not recommended for survey control.
 DE1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1541.See file dsdata.txt to determine how the superseded data were derived.
 DE1541
 DE1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS907995(NAD 83)
 DE1541_MARKER: DB = BENCH MARK DISK
 DE1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1541_SP_SET: CONCRETE POST
 DE1541_STAMPING: VERT 8 261 1985
 DE1541_MARK LOGO: SCGS  
 DE1541_PROJECTION: FLUSH
 DE1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1541
 DE1541  HISTORY     - Date     Condition        Report By
 DE1541  HISTORY     - 1985     MONUMENTED       SCGS
 DE1541
 DE1541                          STATION DESCRIPTION
 DE1541
 DE1541'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1541'IN PINEVILLE.
 DE1541'SET NEAR A FLAG POLE AT THE PINEVILLE POST OFFICE, 23.45 METERS (76.94
 DE1541'FEET) NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 45,
 DE1541'19.0 METERS (62.34 FEET) NORTH-NORTHEAST OF A POWER POLE WITH A
 DE1541'TRANSFORMER, 8.85 METERS (29.04 FEET) EAST OF THE SOUTHWEST CORNER OF
 DE1541'THE POST OFFICE, 3.47 METERS (11.38 FEET) WEST-NORTHWEST OF THE FLAG
 DE1541'POLE, 3.58 METERS (11.75 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 DE1541'OF THE POST OFFICE.
 DE1541'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1540 ***********************************************************************
 DE1540  DESIGNATION -  8 262
 DE1540  PID         -  DE1540
 DE1540  STATE/COUNTY-  SC/BERKELEY
 DE1540  USGS QUAD   -  PINEVILLE (1987)
 DE1540
 DE1540                         *CURRENT SURVEY CONTROL
 DE1540  ___________________________________________________________________
 DE1540* NAD 83(1986)-  33 26 19.     (N)    080 00 32.     (W)     SCALED    
 DE1540* NAVD 88     -        16.655  (meters)      54.64   (feet)  ADJUSTED  
 DE1540  ___________________________________________________________________
 DE1540  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DE1540  DYNAMIC HT  -          16.638 (meters)      54.59  (feet)  COMP
 DE1540  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DE1540
 DE1540  VERT ORDER  -  FIRST     CLASS II
 DE1540
 DE1540.The horizontal coordinates were scaled from a topographic map and have
 DE1540.an estimated accuracy of +/- 6 seconds.
 DE1540
 DE1540.The orthometric height was determined by differential leveling
 DE1540.and adjusted by the National Geodetic Survey in June 1991..
 DE1540
 DE1540.The geoid height was determined by GEOID03.
 DE1540
 DE1540.The dynamic height is computed by dividing the NAVD 88
 DE1540.geopotential number by the normal gravity value computed on the
 DE1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1540.degrees latitude (g = 980.6199 gals.).
 DE1540
 DE1540.The modeled gravity was interpolated from observed gravity values.
 DE1540
 DE1540;                    North         East    Units  Estimated Accuracy
 DE1540;SPC SC       -   178,460.      701,740.      MT  (+/- 180 meters Scaled)
 DE1540
 DE1540                          SUPERSEDED SURVEY CONTROL
 DE1540
 DE1540  NGVD 29 (03/21/89)   16.955  (m)           55.63   (f) ADJUSTED    1 2
 DE1540
 DE1540.Superseded values are not recommended for survey control.
 DE1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1540.See file dsdata.txt to determine how the superseded data were derived.
 DE1540
 DE1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT921003(NAD 83)
 DE1540_MARKER: DB = BENCH MARK DISK
 DE1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1540_SP_SET: CONCRETE POST
 DE1540_STAMPING: VERT 8 262 1985
 DE1540_MARK LOGO: SCGS  
 DE1540_PROJECTION: FLUSH
 DE1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1540
 DE1540  HISTORY     - Date     Condition        Report By
 DE1540  HISTORY     - 1985     MONUMENTED       SCGS
 DE1540
 DE1540                          STATION DESCRIPTION
 DE1540
 DE1540'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1540'1.7 KM (1.05 MI) NE FROM PINEVILLE.
 DE1540'0.3 KILOMETER (0.2 MILE) NORTHEAST ALONG STATE HIGHWAY 45 FROM THE
 DE1540'PINEVILLE POST OFFICE, THENCE 1.35 KILOMETERS (0.85 MILE) NORTHEAST
 DE1540'ALONG COUNTY ROAD S-8-6, SET NEAR A POWER POLE IN FRONT OF THE PILGRIM
 DE1540'BAPTIST CHURCH, 11.35 METERS (37.24 FEET) SOUTH OF THE CENTERLINE OF
 DE1540'COUNTY ROAD, 18.9 METERS (62.01 FEET) NORTHWEST OF THE NORTHEAST
 DE1540'CORNER WITH A MARBLE PLATE OF THE CHURCH, 19.15 METERS (62.83 FEET)
 DE1540'WEST OF THE APPROXIMATE CENTER OF A DRIVE LEADING TO THE CHURCH,
 DE1540'2.5 METERS (8.2 FEET) WEST-SOUTHWEST OF THE WEST END OF A SIX-FOOT
 DE1540'HIGH BRICK SIGN, 1.5 METERS (4.92 FEET) EAST-NORTHEAST OF THE POWER
 DE1540'POLE, 7.9 METERS (25.92 FEET) NORTHEAST OF A 24-INCH SWEET GUM TREE.
 DE1540'THE MARK IS 0.47 METERS  SE FROM A WITNESS POST.
 DE1540'THE MARK IS 0.30 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1458 ***********************************************************************
 DE1458  DESIGNATION -  8 263
 DE1458  PID         -  DE1458
 DE1458  STATE/COUNTY-  SC/BERKELEY
 DE1458  USGS QUAD   -  MONCKS CORNER (1979)
 DE1458
 DE1458                         *CURRENT SURVEY CONTROL
 DE1458  ___________________________________________________________________
 DE1458* NAD 83(1986)-  33 13 52.     (N)    080 02 11.     (W)     SCALED    
 DE1458* NAVD 88     -        26.922  (meters)      88.33   (feet)  ADJUSTED  
 DE1458  ___________________________________________________________________
 DE1458  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DE1458  DYNAMIC HT  -          26.894 (meters)      88.23  (feet)  COMP
 DE1458  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DE1458
 DE1458  VERT ORDER  -  FIRST     CLASS II
 DE1458
 DE1458.The horizontal coordinates were scaled from a topographic map and have
 DE1458.an estimated accuracy of +/- 6 seconds.
 DE1458
 DE1458.The orthometric height was determined by differential leveling
 DE1458.and adjusted by the National Geodetic Survey in June 1991..
 DE1458
 DE1458.The geoid height was determined by GEOID03.
 DE1458
 DE1458.The dynamic height is computed by dividing the NAVD 88
 DE1458.geopotential number by the normal gravity value computed on the
 DE1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1458.degrees latitude (g = 980.6199 gals.).
 DE1458
 DE1458.The modeled gravity was interpolated from observed gravity values.
 DE1458
 DE1458;                    North         East    Units  Estimated Accuracy
 DE1458;SPC SC       -   155,430.      699,400.      MT  (+/- 180 meters Scaled)
 DE1458
 DE1458                          SUPERSEDED SURVEY CONTROL
 DE1458
 DE1458  NGVD 29 (03/21/89)   27.221  (m)           89.31   (f) ADJUSTED    1 2
 DE1458
 DE1458.Superseded values are not recommended for survey control.
 DE1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1458.See file dsdata.txt to determine how the superseded data were derived.
 DE1458
 DE1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS897773(NAD 83)
 DE1458_MARKER: DB = BENCH MARK DISK
 DE1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1458_SP_SET: CONCRETE POST
 DE1458_STAMPING: VERT 8 263 1985
 DE1458_MARK LOGO: SCGS  
 DE1458_PROJECTION: FLUSH
 DE1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1458
 DE1458  HISTORY     - Date     Condition        Report By
 DE1458  HISTORY     - 1985     MONUMENTED       SCGS
 DE1458
 DE1458                          STATION DESCRIPTION
 DE1458
 DE1458'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1458'IN PINOPOLIS.
 DE1458'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1458'MONCKS CORNER POST OFFICE, THENCE 2.2 KILOMETERS (1.4 MILES) NORTHWEST
 DE1458'ALONG STATE HIGHWAY 6, THENCE 3.7 KILOMETERS (2.3 MILES)
 DE1458'NORTH-NORTHEAST ALONG COUNTY ROAD S-8-5, SET NEAR A POWER POLE AT THE
 DE1458'PINOPOLIS POST OFFICE, 6.8 METERS (22.31 FEET) EAST-SOUTHEAST OF THE
 DE1458'CENTERLINE OF THE COUNTY ROAD, 8.7 METERS (28.54 FEET) NORTHWEST OF
 DE1458'THE NORTHWEST CORNER OF THE POST OFFICE, 4.85 METERS (15.91 FEET)
 DE1458'SOUTH-SOUTHWEST OF A CREPE MYRTLE TREE, 0.74 METER (2.43 FEET)
 DE1458'NORTH-NORTHEAST OF POWER POLE NUMBER 6629, 15.45 METERS (50.69 FEET)
 DE1458'NORTH OF A LONE 40-INCH OAK TREE.
 DE1458'THE MARK IS 0.45 METERS  NNE FROM A WITNESS POST.
 DE1458'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1446 ***********************************************************************
 DE1446  DESIGNATION -  8 264
 DE1446  PID         -  DE1446
 DE1446  STATE/COUNTY-  SC/BERKELEY
 DE1446  USGS QUAD   -  MONCKS CORNER (1979)
 DE1446
 DE1446                         *CURRENT SURVEY CONTROL
 DE1446  ___________________________________________________________________
 DE1446* NAD 83(1986)-  33 11 35.     (N)    080 00 32.     (W)     SCALED    
 DE1446* NAVD 88     -        17.680  (meters)      58.01   (feet)  ADJUSTED  
 DE1446  ___________________________________________________________________
 DE1446  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DE1446  DYNAMIC HT  -          17.661 (meters)      57.94  (feet)  COMP
 DE1446  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 DE1446
 DE1446  VERT ORDER  -  FIRST     CLASS II
 DE1446
 DE1446.The horizontal coordinates were scaled from a topographic map and have
 DE1446.an estimated accuracy of +/- 6 seconds.
 DE1446
 DE1446.The orthometric height was determined by differential leveling
 DE1446.and adjusted by the National Geodetic Survey in June 1991..
 DE1446
 DE1446.The geoid height was determined by GEOID03.
 DE1446
 DE1446.The dynamic height is computed by dividing the NAVD 88
 DE1446.geopotential number by the normal gravity value computed on the
 DE1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1446.degrees latitude (g = 980.6199 gals.).
 DE1446
 DE1446.The modeled gravity was interpolated from observed gravity values.
 DE1446
 DE1446;                    North         East    Units  Estimated Accuracy
 DE1446;SPC SC       -   151,230.      702,000.      MT  (+/- 180 meters Scaled)
 DE1446
 DE1446                          SUPERSEDED SURVEY CONTROL
 DE1446
 DE1446  NGVD 29 (03/21/89)   17.979  (m)           58.99   (f) ADJUSTED    1 2
 DE1446
 DE1446.Superseded values are not recommended for survey control.
 DE1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1446.See file dsdata.txt to determine how the superseded data were derived.
 DE1446
 DE1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS923731(NAD 83)
 DE1446_MARKER: DB = BENCH MARK DISK
 DE1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1446_SP_SET: CONCRETE POST
 DE1446_STAMPING: VERT 8 264 1985
 DE1446_MARK LOGO: SCGS  
 DE1446_PROJECTION: FLUSH
 DE1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1446
 DE1446  HISTORY     - Date     Condition        Report By
 DE1446  HISTORY     - 1985     MONUMENTED       SCGS
 DE1446
 DE1446                          STATION DESCRIPTION
 DE1446
 DE1446'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1446'IN MONCKS CORNER.
 DE1446'SET NEAR THE SOUTHEAST CORNER OF THE MONCKS CORNER POST OFFICE,
 DE1446'23.0 METERS (75.46 FEET) WEST-NORTHWEST OF THE CENTERLINE OF GULLEDGE
 DE1446'STREET, 24.65 METERS (80.87 FEET) EAST-SOUTHEAST OF THE NORTHWEST
 DE1446'CORNER OF A BRICK BUILDING (FAMILY COURT), 4.25 METERS (13.94 FEET)
 DE1446'NORTH-NORTHEAST OF THE NORTH FACE OF THE FAMILY COURT BUILDING,
 DE1446'1.5 METERS (4.92 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 DE1446'POST OFFICE.
 DE1446'THE MARK IS ABOVE LEVEL WITH GULLEDGE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3169 ***********************************************************************
 CK3169  DESIGNATION -  8 265
 CK3169  PID         -  CK3169
 CK3169  STATE/COUNTY-  SC/BERKELEY
 CK3169  USGS QUAD   -  LADSON (1979)
 CK3169
 CK3169                         *CURRENT SURVEY CONTROL
 CK3169  ___________________________________________________________________
 CK3169* NAD 83(1986)-  32 59 44.     (N)    080 06 29.     (W)     SCALED    
 CK3169* NAVD 88     -        13.674  (meters)      44.86   (feet)  ADJUSTED  
 CK3169  ___________________________________________________________________
 CK3169  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CK3169  DYNAMIC HT  -          13.659 (meters)      44.81  (feet)  COMP
 CK3169  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 CK3169
 CK3169  VERT ORDER  -  FIRST     CLASS II
 CK3169
 CK3169.The horizontal coordinates were scaled from a topographic map and have
 CK3169.an estimated accuracy of +/- 6 seconds.
 CK3169
 CK3169.The orthometric height was determined by differential leveling
 CK3169.and adjusted by the National Geodetic Survey in June 1991..
 CK3169
 CK3169.The geoid height was determined by GEOID03.
 CK3169
 CK3169.The dynamic height is computed by dividing the NAVD 88
 CK3169.geopotential number by the normal gravity value computed on the
 CK3169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3169.degrees latitude (g = 980.6199 gals.).
 CK3169
 CK3169.The modeled gravity was interpolated from observed gravity values.
 CK3169
 CK3169;                    North         East    Units  Estimated Accuracy
 CK3169;SPC SC       -   129,250.      692,950.      MT  (+/- 180 meters Scaled)
 CK3169
 CK3169                          SUPERSEDED SURVEY CONTROL
 CK3169
 CK3169  NGVD 29 (03/21/89)   13.968  (m)           45.83   (f) ADJUSTED    1 2
 CK3169
 CK3169.Superseded values are not recommended for survey control.
 CK3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3169.See file dsdata.txt to determine how the superseded data were derived.
 CK3169
 CK3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS833511(NAD 83)
 CK3169_MARKER: DD = SURVEY DISK
 CK3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3169_SP_SET: CONCRETE POST
 CK3169_STAMPING: VERT 8 265 1985
 CK3169_MARK LOGO: SCGS  
 CK3169_PROJECTION: RECESSED 3 CENTIMETERS
 CK3169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3169+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 CK3169
 CK3169  HISTORY     - Date     Condition        Report By
 CK3169  HISTORY     - 1985     MONUMENTED       SCGS
 CK3169  HISTORY     - 20020828 GOOD             SCGS
 CK3169
 CK3169                          STATION DESCRIPTION
 CK3169
 CK3169'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CK3169'1.3 KM (0.8 MI) NW FROM LADSON.
 CK3169'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG COUNTY ROAD S-10-76 (LADSON
 CK3169'ROAD) FROM THE LADSON POST OFFICE, THENCE 1.3 KILOMETERS (0.8 MILE)
 CK3169'NORTHWEST ALONG U.S. HIGHWAY 78, THENCE 0.1 KILOMETER (0.05 MILE)
 CK3169'NORTHEAST ALONG THE MAIN ENTRANCE ROAD TO THE LADSON EXCHANGE PARK,
 CK3169'SET NEAR A LONE STEEL LIGHT POLE IN A MEDIAN JUST BEFORE THE MAIN
 CK3169'ENTRANCE GATE TO THE EXCHANGE PARK, 1.68 METERS (5.51 FEET)
 CK3169'SOUTH-SOUTHWEST OF STEEL LIGHT POLE NUMBER 203433, 45.5 METERS (149.28
 CK3169'FEET) SOUTH OF THE SOUTH CORNER OF AN ALUMINUM BUILDING THAT IS
 CK3169'NORTHWEST OF A WOODEN BUILDING (OFFICE BUILDING), 9.9 METERS (32.48
 CK3169'FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD TO THE
 CK3169'EXCHANGE PARK, 10.3 METERS (33.79 FEET) NORTHWEST OF THE APPROXIMATE
 CK3169'CENTER OF THE EXIT ROAD FROM THE EXCHANGE PARK, 22.5 METERS (73.82
 CK3169'FEET) NORTHEAST OF THE APPROXIMATE CENTER OF A CROSSOVER ROAD
 CK3169'CONNECTING THE ENTRANCE ROAD AND EXIT ROAD.
 CK3169'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 CK3169
 CK3169                          STATION RECOVERY (2002)
 CK3169
 CK3169'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3169'STATION IS LOCATED 4.25 MILES EAST SOUTHEAST OF SUMMERVILLE, 14.85
 CK3169'MILES SOUTH
 CK3169'SOUTHWEST OF MONCKS CORNER. OWNERSHIP--EXCHANGE CLUB FAIR, P.O. BOX
 CK3169'762, LADSON, SC
 CK3169'29456, PHONE 843-572-3161.
 CK3169'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 CK3169'203) AND STATE
 CK3169'ROAD 62 (COLLEGE PARK ROAD), 1.3 MILES NORTHEAST OF LADSON, GO
 CK3169'SOUTHWEST ON ROAD 62
 CK3169'FOR 0.75 MILE TO THE JUNCTION OF U.S. HIGHWAY 78, TURN RIGHT ON
 CK3169'HIGHWAY 78 FOR 0.6 MILE
 CK3169'TO THE MAIN ENTRANCE RIGHT TO THE LADSON EXCHANGE PARK/FAIRGROUNDS,
 CK3169'TURN RIGHT ON
 CK3169'THE ENTRANCE DRIVE FOR 0.05 MILE TO THE STATION ON THE LEFT NEAR A
 CK3169'LARGE SECURITY
 CK3169'LIGHT POLE IN THE GRASSY MEDIAN BETWEEN THE ENTRANCE AND EXIT DRIVES.
 CK3169'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH ROAD, 5.4
 CK3169'FEET SOUTHWEST
 CK3169'OF THE LIGHT POLE, 32.5 FEET NORTHWEST OF THE CENTER OF THE ENTRANCE
 CK3169'DRIVE, 33.5 FEET
 CK3169'SOUTHEAST OF THE CENTER OF THE EXIT DRIVE, 75.5 FEET NORTHEAST OF THE
 CK3169'CENTER OF A
 CK3169'CROSSOVER
 CK3169'ROAD.
 CK3169'RECOVERED BY T. HALL.
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169' 
 CK3169'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1447 ***********************************************************************
 DE1447  DESIGNATION -  8 266
 DE1447  PID         -  DE1447
 DE1447  STATE/COUNTY-  SC/BERKELEY
 DE1447  USGS QUAD   -  MONCKS CORNER (1979)
 DE1447
 DE1447                         *CURRENT SURVEY CONTROL
 DE1447  ___________________________________________________________________
 DE1447* NAD 83(1986)-  33 11 47.     (N)    080 00 55.     (W)     SCALED    
 DE1447* NAVD 88     -        15.614  (meters)      51.23   (feet)  ADJUSTED  
 DE1447  ___________________________________________________________________
 DE1447  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DE1447  DYNAMIC HT  -          15.597 (meters)      51.17  (feet)  COMP
 DE1447  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 DE1447
 DE1447  VERT ORDER  -  FIRST     CLASS II
 DE1447
 DE1447.The horizontal coordinates were scaled from a topographic map and have
 DE1447.an estimated accuracy of +/- 6 seconds.
 DE1447
 DE1447.The orthometric height was determined by differential leveling
 DE1447.and adjusted by the National Geodetic Survey in June 1991..
 DE1447
 DE1447.The geoid height was determined by GEOID03.
 DE1447
 DE1447.The dynamic height is computed by dividing the NAVD 88
 DE1447.geopotential number by the normal gravity value computed on the
 DE1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1447.degrees latitude (g = 980.6199 gals.).
 DE1447
 DE1447.The modeled gravity was interpolated from observed gravity values.
 DE1447
 DE1447;                    North         East    Units  Estimated Accuracy
 DE1447;SPC SC       -   151,600.      701,400.      MT  (+/- 180 meters Scaled)
 DE1447
 DE1447                          SUPERSEDED SURVEY CONTROL
 DE1447
 DE1447  NGVD 29 (03/21/89)   15.913  (m)           52.21   (f) ADJUSTED    1 2
 DE1447
 DE1447.Superseded values are not recommended for survey control.
 DE1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1447.See file dsdata.txt to determine how the superseded data were derived.
 DE1447
 DE1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS917734(NAD 83)
 DE1447_MARKER: DB = BENCH MARK DISK
 DE1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE1447_SP_SET: CONCRETE POST
 DE1447_STAMPING: VERT 8 266 1985
 DE1447_MARK LOGO: SCGS  
 DE1447_PROJECTION: FLUSH
 DE1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1447
 DE1447  HISTORY     - Date     Condition        Report By
 DE1447  HISTORY     - 1985     MONUMENTED       SCGS
 DE1447  HISTORY     - 19970623 GOOD             USPSQD
 DE1447
 DE1447                          STATION DESCRIPTION
 DE1447
 DE1447'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1447'IN MONCKS CORNER.
 DE1447'0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG GULLEDGE STREET FROM THE
 DE1447'MONCKS CORNER POST OFFICE, THENCE 0.7 KILOMETER (0.45 MILE) NORTHWEST
 DE1447'ALONG STATE HIGHWAY 6, SET IN A CIRCLE MEDIAN IN LINE WITH THE MAIN
 DE1447'ENTRANCE DOORS TO THE BERKELEY COUNTY HEALTH CENTER, 59.85 METERS
 DE1447'(196.36 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 6,
 DE1447'22.1 METERS (72.51 FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF
 DE1447'THE ENTRANCE DOORS, 26.5 METERS (86.94 FEET) NORTHWEST OF THE NORTH
 DE1447'CORNER OF THE SOUTHEAST WING OF THE HEALTH CENTER, 27.5 METERS (90.22
 DE1447'FEET) EAST-SOUTHEAST OF THE EAST CORNER OF THE NORTHWEST WING OF THE
 DE1447'HEALTH CENTER.
 DE1447'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD.
 DE1447
 DE1447                          STATION RECOVERY (1997)
 DE1447
 DE1447'RECOVERY NOTE BY US POWER SQUADRON 1997
 DE1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8405 ***********************************************************************
 DE8405  DESIGNATION -  8 267
 DE8405  PID         -  DE8405
 DE8405  STATE/COUNTY-  SC/BERKELEY
 DE8405  USGS QUAD   -  CORDESVILLE (1979)
 DE8405
 DE8405                         *CURRENT SURVEY CONTROL
 DE8405  ___________________________________________________________________
 DE8405* NAD 83(2001)-  33 14 43.12405(N)    079 59 19.21296(W)     ADJUSTED  
 DE8405* NAVD 88     -        13.298  (meters)      43.63   (feet)  ADJUSTED  
 DE8405  ___________________________________________________________________
 DE8405  X           -     928,250.223 (meters)                     COMP
 DE8405  Y           -  -5,258,288.173 (meters)                     COMP
 DE8405  Z           -   3,476,733.802 (meters)                     COMP
 DE8405  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 DE8405  ELLIP HEIGHT-         -19.25  (meters)          (10/01/04) GPS OBS
 DE8405  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DE8405  DYNAMIC HT  -          13.284 (meters)      43.58  (feet)  COMP
 DE8405  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 DE8405
 DE8405  HORZ ORDER  -  FIRST
 DE8405  VERT ORDER  -  FIRST     CLASS II
 DE8405  ELLP ORDER  -  FOURTH    CLASS I
 DE8405
 DE8405.The horizontal coordinates were established by GPS observations
 DE8405.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 DE8405
 DE8405.The orthometric height was determined by differential leveling
 DE8405.and adjusted by the National Geodetic Survey in July 2003..
 DE8405.No vertical observational check was made to the station.
 DE8405
 DE8405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8405
 DE8405.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8405
 DE8405.The ellipsoidal height was determined by GPS observations
 DE8405.and is referenced to NAD 83.
 DE8405
 DE8405.The geoid height was determined by GEOID03.
 DE8405
 DE8405.The dynamic height is computed by dividing the NAVD 88
 DE8405.geopotential number by the normal gravity value computed on the
 DE8405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8405.degrees latitude (g = 980.6199 gals.).
 DE8405
 DE8405.The modeled gravity was interpolated from observed gravity values.
 DE8405
 DE8405;                    North         East     Units Scale Factor Converg.
 DE8405;SPC SC       -   157,046.083   703,831.216   MT  0.99982087   +0 33 38.4
 DE8405;SPC SC       -   515,243.05  2,309,157.53   iFT  0.99982087   +0 33 38.4
 DE8405;UTM  17      - 3,678,938.688   594,213.870   MT  0.99970944   +0 33 16.1
 DE8405
 DE8405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8405!SPC SC       -   1.00000302  x   0.99982087  =   0.99982389
 DE8405!UTM  17      -   1.00000302  x   0.99970944  =   0.99971246
 DE8405
 DE8405                          SUPERSEDED SURVEY CONTROL
 DE8405
 DE8405  NAVD 88 (10/01/04)   13.30   (m)           43.6    (f) LEVELING    3  
 DE8405
 DE8405.Superseded values are not recommended for survey control.
 DE8405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8405.See file dsdata.txt to determine how the superseded data were derived.
 DE8405
 DE8405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9421478939(NAD 83)
 DE8405_MARKER: F = FLANGE-ENCASED ROD
 DE8405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE8405_STAMPING: 8 267 2001
 DE8405_MARK LOGO: NGS   
 DE8405_PROJECTION: FLUSH
 DE8405_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8405+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2004
 DE8405_ROD/PIPE-DEPTH:  6.1 meters
 DE8405
 DE8405  HISTORY     - Date     Condition        Report By
 DE8405  HISTORY     - 2001     MONUMENTED       SCGS
 DE8405  HISTORY     - 20040115 GOOD             SCGS
 DE8405
 DE8405                          STATION DESCRIPTION
 DE8405
 DE8405'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DE8405'STATION IS LOCATED 3.75 MILES (6.03 KM) NORTH NORTHEAST OF MONCKS
 DE8405'CORNER.  OWNERSHIP--SANTEE COOPER SURVEY DEPARTMENT, 1 RIVERWOOD
 DE8405'DRIVE, MONCKS CORNER, SC 29461, PHONE 843-761-8000.  TO REACH THE
 DE8405'STATION FROM THE FORK JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE,
 DE8405'3.25 MILES (5.23 KM) NORTHEAST OF MONCKS CORNER, GO NORTHEAST ON
 DE8405'HIGHWAY 52 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION OF STATE ROADS 20
 DE8405'(POWER HOUSE ROAD) AND 754 (MILLIES WAY DRIVE), TURN LEFT ON ROAD 20
 DE8405'FOR 1.1 MILES (1.8 KM) TO A RAILROAD CROSSING, CONTINUE ON ROAD 20 FOR
 DE8405'0.3 MILE (0.5 KM) TO A RAILROAD CROSSING AND THE ENTRANCE LEFT TO A
 DE8405'SANTEE COOPER POWER PLANT, CONTINUE AHEAD (NORTH NORTHWEST) THROUGH A
 DE8405'CHAIN LINK GATE ON A PAVED ROAD F0R 0.05 MILE (0.08 KM) TO A GRAVEL
 DE8405'FORK JUNCTION, BEAR LEFT ON THE GRAVEL ROAD FOR 0.1 MILE (0.2 KM) TO
 DE8405'THE STATION NEAR A CHAIN LINK FENCE LINE BESIDE A METAL TRANSMISSION
 DE8405'TOWER.  STATION IS A STAINLESS STEEL ROD ENCASED IN A PVC PIPE WITH AN
 DE8405'ALUMINUM ACCESS COVER FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD,
 DE8405'6.0 FEET (1.8 M) NORTH NORTHEAST OF THE FENCE LINE, 39.8 FEET (12.1 M)
 DE8405'WEST NORTHWEST OF THE SOUTHWEST LEG OF THE TOWER NUMBER CBA/116463,
 DE8405'116.9 FEET (35.6 M) SOUTHWEST OF A POWER POLE WITH GUY WIRE, 103.9
 DE8405'FEET (31.7 M) SOUTH OF THE SOUTH LEG OF THE NORTHWEST TRANSMISSION
 DE8405'TOWER, 124.7 FEET (38.0 M) SOUTHEAST OF A POWER POLE NUMBER 8122 WITH
 DE8405'THREE TRANSFORMERS AND GUY WIRE, 6.0 FEET (1.8 M) NORTH NORTHEAST OF A
 DE8405'WITNESS POST. DESCRIBED BY D.D. WOODS.
 DE8405
 DE8405                          STATION RECOVERY (2004)
 DE8405
 DE8405'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DE8405'STATION IS LOCATED 3.75 MILES NORTH NORTHEAST OF MONCKS CORNER.
 DE8405'OWNERSHIP--SANTEE  COOPER SURVEY DEPARTMENT, ROUTE 1 RIVERWOOD DRIVE,
 DE8405'MONCKS CORNER, SC 29461, PHONE  843-761-4029. TO REACH THE STATION
 DE8405'FROM THE FORKED JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE, 3.25
 DE8405'MILES NORTHEAST OF MONCKS CORNER, GO NORTHEAST ON HIGHWAY 52 FOR 1.6
 DE8405'MILES TO  THE JUNCTION OF STATE ROADS 20 (POWERHOUSE ROAD) LEFT AND
 DE8405'754 (MILLIES WAY DRIVE)  RIGHT, TURN LEFT ON ROAD 20 FOR 1.05 MILES TO
 DE8405'A RAILROAD CROSSING, CONTINUE ON  ROAD 20 FOR 0.3 MILE TO ANOTHER
 DE8405'RAILROAD CROSSING AND THE MAIN GUARD GATE  ENTRANCE LEFT TO THE
 DE8405'JEFFERIES HYDRO SANTEE COOPER POWER PLANT, AFTER GAINING
 DE8405'PERMISSION/ACCESS, CONTINUE AHEAD ACROSS THE RAILROAD TRACKS AND
 DE8405'THROUGH A  CHAIN LINK GATE ON A PAVED ROAD FOR 0.05 MILE TO A GRAVEL
 DE8405'FORK JUNCTION, BEAR LEFT  ON THE GRAVEL ROAD PAST A RECREATION/OUTDOOR
 DE8405'GRILL FACILITY AND A LARGE METAL  TRANSMISSION TOWER FOR 0.1 MILE TO
 DE8405'THE STATION ON THE LEFT NEAR A CHAIN LINK FENCE. STATION IS A
 DE8405'STAINLESS STEEL ROD WITH AN ALUMINUM ACCESS COVER FLUSH WITH THE
 DE8405'GROUND, 6.0 FEET NORTH NORTHEAST OF THE FENCE LINE, 39.5 FEET WEST
 DE8405'NORTHWEST  OF THE SOUTHWEST LEG OF A METAL TRANSMISSION TOWER
 DE8405'CBA/116463, 116.9 FEET  SOUTHWEST OF A POWER POLE WITH A GUY WIRE,
 DE8405'103.9 FEET SOUTH OF THE SOUTH LEG  OF THE TRANSMISSION TOWER, 124.7
 DE8405'FEET SOUTHEAST OF A POWER POLE NUMBER 8122  WITH THREE TRANSFORMERS
 DE8405'AND A GUY WIRE, 5.6 FEET NORTH NORTHEAST OF A  WITNESS POST. RECOVERED
 DE8405'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8404 ***********************************************************************
 DE8404  DESIGNATION -  8 268
 DE8404  PID         -  DE8404
 DE8404  STATE/COUNTY-  SC/BERKELEY
 DE8404  USGS QUAD   -  CORDESVILLE (1979)
 DE8404
 DE8404                         *CURRENT SURVEY CONTROL
 DE8404  ___________________________________________________________________
 DE8404* NAD 83(1986)-  33 14 31.     (N)    079 58 04.     (W)     SCALED    
 DE8404* NAVD 88     -        23.085  (meters)      75.74   (feet)  ADJUSTED  
 DE8404  ___________________________________________________________________
 DE8404  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DE8404  DYNAMIC HT  -          23.061 (meters)      75.66  (feet)  COMP
 DE8404  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 DE8404
 DE8404  VERT ORDER  -  FIRST     CLASS II
 DE8404
 DE8404.The horizontal coordinates were scaled from a topographic map and have
 DE8404.an estimated accuracy of +/- 6 seconds.
 DE8404
 DE8404.The orthometric height was determined by differential leveling
 DE8404.and adjusted by the National Geodetic Survey in July 2003..
 DE8404
 DE8404.The geoid height was determined by GEOID03.
 DE8404
 DE8404.The dynamic height is computed by dividing the NAVD 88
 DE8404.geopotential number by the normal gravity value computed on the
 DE8404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8404.degrees latitude (g = 980.6199 gals.).
 DE8404
 DE8404.The modeled gravity was interpolated from observed gravity values.
 DE8404
 DE8404;                    North         East    Units  Estimated Accuracy
 DE8404;SPC SC       -   156,690.      705,780.      MT  (+/- 180 meters Scaled)
 DE8404
 DE8404                          SUPERSEDED SURVEY CONTROL
 DE8404
 DE8404.No superseded survey control is available for this station.
 DE8404
 DE8404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS961785(NAD 83)
 DE8404_MARKER: DD = SURVEY DISK
 DE8404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8404_STAMPING: 8 268 2001
 DE8404_MARK LOGO: SCGS  
 DE8404_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8404+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE8404
 DE8404  HISTORY     - Date     Condition        Report By
 DE8404  HISTORY     - 2001     MONUMENTED       SCGS
 DE8404
 DE8404                          STATION DESCRIPTION
 DE8404
 DE8404'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DE8404'STATION IS LOCATED 4.15 MILES (6.68 KM) NORTHEAST OF MONCKS CORNER.
 DE8404'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DE8404'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE FORK
 DE8404'JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE, 3.25 MILES (5.23 KM)
 DE8404'NORTHEAST OF MONCKS CORNER, GO NORTHEAST ON HIGHWAY 52 FOR 1.6 MILES
 DE8404'(2.6 KM) TO THE JUNCTION OF STATE ROADS 20 (POWER HOUSE ROAD) AND 754
 DE8404'(MILLIES WAY DRIVE), TURN LEFT ON ROAD 20 FOR 0.25 MILE (0.40 KM) TO
 DE8404'THE JUNCTION OF STATE ROAD 368 (OLD BLACK OAK ROAD) , TURN LEFT ON
 DE8404'ROAD 368 FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A POWER POLE IN
 DE8404'THE NORTHWEST ANGLE OF A PAVED DRIVE LEADING TO A CONCRETE PARKING LOT
 DE8404'FOR THE MOUNT CARMEL A.M.E CHURCH.  STATION IS A CONCRETE POST FLUSH
 DE8404'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 6.3 FEET (1.9
 DE8404'M) SOUTHEAST OF THE POWER POLE WITH FOUR GUY WIRES, 30.5 FEET (9.3 M)
 DE8404'WEST OF THE CENTER OF THE ROAD, 243.5 FEET (74.2 M) NORTH NORTHEAST OF
 DE8404'THE NORTH CORNER OF THE MAIN PART OF THE CHURCH, 140.7 FEET (42.9 M)
 DE8404'NORTH OF A 2.0-FOOT WHITE OAK TREE, 8.4 FEET (2.6 M) SOUTHWEST OF A
 DE8404'WITNESS POST. DESCRIBED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8403 ***********************************************************************
 DE8403  DESIGNATION -  8 269
 DE8403  PID         -  DE8403
 DE8403  STATE/COUNTY-  SC/BERKELEY
 DE8403  USGS QUAD   -  CORDESVILLE (1979)
 DE8403
 DE8403                         *CURRENT SURVEY CONTROL
 DE8403  ___________________________________________________________________
 DE8403* NAD 83(1986)-  33 13 49.     (N)    079 57 55.     (W)     SCALED    
 DE8403* NAVD 88     -        13.793  (meters)      45.25   (feet)  ADJUSTED  
 DE8403  ___________________________________________________________________
 DE8403  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DE8403  DYNAMIC HT  -          13.778 (meters)      45.20  (feet)  COMP
 DE8403  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 DE8403
 DE8403  VERT ORDER  -  FIRST     CLASS II
 DE8403
 DE8403.The horizontal coordinates were scaled from a topographic map and have
 DE8403.an estimated accuracy of +/- 6 seconds.
 DE8403
 DE8403.The orthometric height was determined by differential leveling
 DE8403.and adjusted by the National Geodetic Survey in July 2003..
 DE8403
 DE8403.The geoid height was determined by GEOID03.
 DE8403
 DE8403.The dynamic height is computed by dividing the NAVD 88
 DE8403.geopotential number by the normal gravity value computed on the
 DE8403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8403.degrees latitude (g = 980.6199 gals.).
 DE8403
 DE8403.The modeled gravity was interpolated from observed gravity values.
 DE8403
 DE8403;                    North         East    Units  Estimated Accuracy
 DE8403;SPC SC       -   155,400.      706,030.      MT  (+/- 180 meters Scaled)
 DE8403
 DE8403                          SUPERSEDED SURVEY CONTROL
 DE8403
 DE8403.No superseded survey control is available for this station.
 DE8403
 DE8403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS964772(NAD 83)
 DE8403_MARKER: DD = SURVEY DISK
 DE8403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8403_STAMPING: 8 269 2001
 DE8403_MARK LOGO: SCGS  
 DE8403_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8403+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE8403
 DE8403  HISTORY     - Date     Condition        Report By
 DE8403  HISTORY     - 2001     MONUMENTED       SCGS
 DE8403
 DE8403                          STATION DESCRIPTION
 DE8403
 DE8403'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DE8403'STATION IS LOCATED 3.5 MILES (5.6 KM) NORTHEAST OF MONCKS CORNER.
 DE8403'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 DE8403'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE FORK
 DE8403'JUNCTION OF U.S. HIGHWAYS 52 AND 17 ALTERNATE, 3.25 MILES (5.23 KM)
 DE8403'NORTHEAST OF MONCKS CORNER, GO NORTHEAST ON HIGHWAY 52 FOR 0.7 MILE
 DE8403'(1.1 KM) TO THE STATION ON THE LEFT NEAR A FIRE HYDRANT IN THE
 DE8403'SOUTHWEST ANGLE OF A PAVED ROAD LEFT (WILDLIFE DRIVE).  STATION IS A
 DE8403'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE
 DE8403'HIGHWAY, 4.0 FEET (1.2 M) SOUTHWEST OF THE FIRE HYDRANT, 25.0 FEET
 DE8403'(7.6 M) WEST NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DE8403'HIGHWAY, 21.5 FEET (6.6 M) SOUTH SOUTHWEST OF THE CENTER OF THE DRIVE,
 DE8403'47.5 FEET (14.5 M) SOUTH OF A POWER POLE WITH A SCGS REFERENCE WASHER.
 DE8403'DESCRIBED BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0065 ***********************************************************************
 ED0065  DESIGNATION -  8 655
 ED0065  PID         -  ED0065
 ED0065  STATE/COUNTY-  SC/GREENVILLE
 ED0065  USGS QUAD   -  GREENVILLE (1983)
 ED0065
 ED0065                         *CURRENT SURVEY CONTROL
 ED0065  ___________________________________________________________________
 ED0065* NAD 83(1986)-  34 47 18.     (N)    082 25 32.     (W)     SCALED    
 ED0065* NAVD 88     -       299.871  (meters)     983.83   (feet)  ADJUSTED  
 ED0065  ___________________________________________________________________
 ED0065  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 ED0065  DYNAMIC HT  -         299.566 (meters)     982.83  (feet)  COMP
 ED0065  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 ED0065
 ED0065  VERT ORDER  -  FIRST     CLASS II
 ED0065
 ED0065.The horizontal coordinates were scaled from a topographic map and have
 ED0065.an estimated accuracy of +/- 6 seconds.
 ED0065
 ED0065.The orthometric height was determined by differential leveling
 ED0065.and adjusted by the National Geodetic Survey in June 1991..
 ED0065
 ED0065.The geoid height was determined by GEOID03.
 ED0065
 ED0065.The dynamic height is computed by dividing the NAVD 88
 ED0065.geopotential number by the normal gravity value computed on the
 ED0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0065.degrees latitude (g = 980.6199 gals.).
 ED0065
 ED0065.The modeled gravity was interpolated from observed gravity values.
 ED0065
 ED0065;                    North         East    Units  Estimated Accuracy
 ED0065;SPC SC       -   328,610.      479,140.      MT  (+/- 180 meters Scaled)
 ED0065
 ED0065                          SUPERSEDED SURVEY CONTROL
 ED0065
 ED0065  NGVD 29 (??/??/92)  299.964  (m)          984.13   (f) ADJ UNCH    1 2
 ED0065
 ED0065.Superseded values are not recommended for survey control.
 ED0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0065.See file dsdata.txt to determine how the superseded data were derived.
 ED0065
 ED0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU695504(NAD 83)
 ED0065_MARKER: S = SPIKE
 ED0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0065_SP_SET: TREE
 ED0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0065+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 ED0065
 ED0065  HISTORY     - Date     Condition        Report By
 ED0065  HISTORY     - UNK      MONUMENTED       SCHD
 ED0065  HISTORY     - 1933     GOOD             NGS
 ED0065  HISTORY     - 20000710 MARK NOT FOUND   SCGS
 ED0065  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 ED0065
 ED0065                          STATION DESCRIPTION
 ED0065
 ED0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0065'4.5 MI S FROM GREENVILLE.
 ED0065'ABOUT 4.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM GREENVILLE,
 ED0065'GREENVILLE COUNTY, ABOUT 140 FEET NORTH OF MILEPOST 138, AND
 ED0065'ABOUT 125 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 20,
 ED0065'NEAR A HOUSE, ABOUT 61 FEET NORTH OF THE CENTER LINE OF A DIRT
 ED0065'ROAD, AND IN THE ROOT ON THE NORTHWEST SIDE OF A 30-INCH OAK
 ED0065'TREE.  A RAILROAD SPIKE.
 ED0065
 ED0065                          STATION RECOVERY (2000)
 ED0065
 ED0065'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 ED0065'NOT RECOVERED, MEASUREMENTS HELPFUL BUT AREA HAS CHANGED DRAMATICALLY,
 ED0065'SEARCHED 15 MINUTES.  RECOVERY BY J.B.  SMOAK.
 ED0065
 ED0065                          STATION RECOVERY (2004)
 ED0065
 ED0065'RECOVERY NOTE BY US POWER SQUADRON 2004
 ED0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF0034 ***********************************************************************
 DF0034  DESIGNATION -  8 744
 DF0034  PID         -  DF0034
 DF0034  STATE/COUNTY-  SC/MCCORMICK
 DF0034  USGS QUAD   -  PARKSVILLE (1986)
 DF0034
 DF0034                         *CURRENT SURVEY CONTROL
 DF0034  ___________________________________________________________________
 DF0034* NAD 83(1986)-  33 46 55.     (N)    082 12 59.     (W)     SCALED    
 DF0034* NAVD 88     -       103.09   (+/-2cm)     338.2    (feet)  VERTCON   
 DF0034  ___________________________________________________________________
 DF0034  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DF0034
 DF0034  VERT ORDER  -  ? (See Below)
 DF0034
 DF0034.The horizontal coordinates were scaled from a topographic map and have
 DF0034.an estimated accuracy of +/- 6 seconds.
 DF0034
 DF0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0034.The vertical order pertains to the NGVD 29 superseded value.
 DF0034
 DF0034.The geoid height was determined by GEOID03.
 DF0034
 DF0034;                    North         East    Units  Estimated Accuracy
 DF0034;SPC SC       -   216,760.      496,960.      MT  (+/- 180 meters Scaled)
 DF0034
 DF0034                          SUPERSEDED SURVEY CONTROL
 DF0034
 DF0034  NGVD 29 (??/??/92)  103.302  (m)          338.92   (f) ADJ UNCH    ?  
 DF0034
 DF0034.Superseded values are not recommended for survey control.
 DF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0034.See file dsdata.txt to determine how the superseded data were derived.
 DF0034
 DF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT873386(NAD 83)
 DF0034_MARKER: S = SPIKE
 DF0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0034_SP_SET: POLE
 DF0034_PROJECTION: FLUSH
 DF0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0034
 DF0034  HISTORY     - Date     Condition        Report By
 DF0034  HISTORY     - UNK      MONUMENTED       SCHD
 DF0034  HISTORY     - 1933     GOOD             NGS
 DF0034  HISTORY     - 19970710 MARK NOT FOUND   SCGS
 DF0034
 DF0034                          STATION DESCRIPTION
 DF0034
 DF0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0034'0.3 MI SE FROM PARKSVILLE.
 DF0034'0.3 MILE SOUTHEAST ALONG THE CHARLESTON AND WESTERN CAROLINA
 DF0034'RAILWAY FROM PARKSVILLE, MC CORMICK COUNTY, 90 FEET NORTHWEST OF
 DF0034'STATION 847+50, 79 FEET NORTHWEST OF MILEPOST 32, 24 FEET EAST OF
 DF0034'THE TRACK, IN THE WEST SIDE OF POLE, AND 1-1/2 FEET ABOVE THE
 DF0034'GROUND.  A RAILROAD SPIKE.
 DF0034
 DF0034                          STATION RECOVERY (1997)
 DF0034
 DF0034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF0034'NOT RECOVERED, POWER POLE COULD NOT BE FOUND.  RECOVERY BY R.W.
 DF0034'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ED0314 ***********************************************************************
 ED0314  DESIGNATION -  8 805
 ED0314  PID         -  ED0314
 ED0314  STATE/COUNTY-  SC/ABBEVILLE
 ED0314  USGS QUAD   -  CALHOUN FALLS (1985)
 ED0314
 ED0314                         *CURRENT SURVEY CONTROL
 ED0314  ___________________________________________________________________
 ED0314* NAD 83(1986)-  34 04 21.     (N)    082 35 28.     (W)     SCALED    
 ED0314* NAVD 88     -       172.74   (+/-2cm)     566.7    (feet)  VERTCON   
 ED0314  ___________________________________________________________________
 ED0314  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 ED0314
 ED0314  VERT ORDER  -  ? (See Below)
 ED0314
 ED0314.The horizontal coordinates were scaled from a topographic map and have
 ED0314.an estimated accuracy of +/- 6 seconds.
 ED0314
 ED0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0314.The vertical order pertains to the NGVD 29 superseded value.
 ED0314
 ED0314.The geoid height was determined by GEOID03.
 ED0314
 ED0314;                    North         East    Units  Estimated Accuracy
 ED0314;SPC SC       -   249,450.      462,760.      MT  (+/- 180 meters Scaled)
 ED0314
 ED0314                          SUPERSEDED SURVEY CONTROL
 ED0314
 ED0314  NGVD 29 (??/??/92)  172.892  (m)          567.23   (f) ADJ UNCH    ?  
 ED0314
 ED0314.Superseded values are not recommended for survey control.
 ED0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0314.See file dsdata.txt to determine how the superseded data were derived.
 ED0314
 ED0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT531713(NAD 83)
 ED0314_MARKER: N = NAIL
 ED0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0314_SP_SET: TREE
 ED0314_PROJECTION: FLUSH
 ED0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0314
 ED0314  HISTORY     - Date     Condition        Report By
 ED0314  HISTORY     - UNK      MONUMENTED       SCHD
 ED0314  HISTORY     - 1933     GOOD             NGS
 ED0314  HISTORY     - 19970611 MARK NOT FOUND   SCGS
 ED0314
 ED0314                          STATION DESCRIPTION
 ED0314
 ED0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ED0314'0.3 MI N FROM HESTER.
 ED0314'0.3 MILE NORTH ALONG THE CHARLESTON AND WESTERN CAROLINA RAILWAY
 ED0314'FROM HESTER, ABBEVILLE COUNTY, 443 FEET NORTH OF MILE POST 66,
 ED0314'42 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 82, 20 FEET
 ED0314'SOUTHWEST OF THE WEST RAIL, AND IN ROOT OF THE SOUTHWEST SIDE
 ED0314'OF A 36-INCH OAK TREE.  A NAIL DRIVEN THROUGH A BOTTLE CAP.
 ED0314
 ED0314                          STATION RECOVERY (1997)
 ED0314
 ED0314'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 ED0314'NOT RECOVERED, RAILROAD TRACKS GONE, UNABLE TO LOCATE WITH
 ED0314'MEASUREMENTS, NEW PINE FOREST LOCATED IN AREA, PRESUMED DESTROYED,
 ED0314'SEARCHED 10 MINUTES.  RECOVERY BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1621 ***********************************************************************
 DD1621  DESIGNATION -  8 DE
 DD1621  PID         -  DD1621
 DD1621  STATE/COUNTY-  SC/HORRY
 DD1621  USGS QUAD   -  BUCKSVILLE (1973)
 DD1621
 DD1621                         *CURRENT SURVEY CONTROL
 DD1621  ___________________________________________________________________
 DD1621* NAD 83(1986)-  33 41 20.     (N)    079 00 23.     (W)     SCALED    
 DD1621* NAVD 88     -         5.542  (meters)      18.18   (feet)  ADJUSTED  
 DD1621  ___________________________________________________________________
 DD1621  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD1621  DYNAMIC HT  -           5.536 (meters)      18.16  (feet)  COMP
 DD1621  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 DD1621
 DD1621  VERT ORDER  -  FIRST     CLASS II
 DD1621
 DD1621.The horizontal coordinates were scaled from a topographic map and have
 DD1621.an estimated accuracy of +/- 6 seconds.
 DD1621
 DD1621.The orthometric height was determined by differential leveling
 DD1621.and adjusted by the National Geodetic Survey in June 1991..
 DD1621
 DD1621.The geoid height was determined by GEOID03.
 DD1621
 DD1621.The dynamic height is computed by dividing the NAVD 88
 DD1621.geopotential number by the normal gravity value computed on the
 DD1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1621.degrees latitude (g = 980.6199 gals.).
 DD1621
 DD1621.The modeled gravity was interpolated from observed gravity values.
 DD1621
 DD1621;                    North         East    Units  Estimated Accuracy
 DD1621;SPC SC       -   207,560.      794,400.      MT  (+/- 180 meters Scaled)
 DD1621
 DD1621                          SUPERSEDED SURVEY CONTROL
 DD1621
 DD1621  NGVD 29 (03/21/89)    5.854  (m)           19.21   (f) ADJUSTED    1 2
 DD1621
 DD1621.Superseded values are not recommended for survey control.
 DD1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1621.See file dsdata.txt to determine how the superseded data were derived.
 DD1621
 DD1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT847294(NAD 83)
 DD1621_MARKER: DB = BENCH MARK DISK
 DD1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1621_SP_SET: CONCRETE POST
 DD1621_STAMPING: 20 8 DE 1934
 DD1621_MARK LOGO: USGS  
 DD1621_PROJECTION: FLUSH
 DD1621_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1621+STABILITY: SURFACE MOTION
 DD1621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1621+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD1621
 DD1621  HISTORY     - Date     Condition        Report By
 DD1621  HISTORY     - 1934     MONUMENTED       USGS
 DD1621  HISTORY     - 1986     GOOD             SCGS
 DD1621  HISTORY     - 19920717 GOOD             NGS
 DD1621  HISTORY     - 19970714 GOOD             SCGS
 DD1621  HISTORY     - 20040322 GOOD             USPSQD
 DD1621  HISTORY     - 20050822 GOOD             USPSQD
 DD1621  HISTORY     - 20060822 GOOD             USPSQD
 DD1621
 DD1621                          STATION DESCRIPTION
 DD1621
 DD1621'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1621'7.7 KM (4.8 MI) NW FROM SURFSIDE BEACH.
 DD1621'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1621'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1621'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH TO THE
 DD1621'INTERSECTION OF STATE HIGHWAY 707, CONTINUE 0.9 KM (0.55 MI)
 DD1621'NORTHWESTERLY ALONG STATE HIGHWAY 544, SET IN THE NORTHWEST ANGLE OF
 DD1621'STATE ROAD 611 (PEACHTREE ROAD), 16.4 METERS (53.81 FT) WEST SOUTHWEST
 DD1621'OF THE CENTER OF THE HIGHWAY, 15.5 METERS (50.85 FT) NORTH NORTHWEST
 DD1621'OF THE CENTER OF THE STATE ROAD, 12.69 METERS (41.63 FT) EAST
 DD1621'SOUTHEAST OF THE EAST CORNER OF A TWO STORY WOODEN HOUSE, 26.9 METERS
 DD1621'(88.25 FT) EAST NORTHEAST OF TIDAL BENCH MARK 866 0983 F TIDAL,
 DD1621'6.85 METERS (22.47 FT) NORTH NORTHEAST OF A LONE 30 INCH MAGNOLIA
 DD1621'TREE.
 DD1621
 DD1621                          STATION RECOVERY (1992)
 DD1621
 DD1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1621'8.0 KM (4.95 MI) NORTHERLY ALONG STATE HIGHWAY 544 FROM THE JUNCTION
 DD1621'OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, 16.4 M (53.8 FT)
 DD1621'WEST-SOUTHWEST OF THE HIGHWAY CENTERLINE, 15.5 M (50.9 FT)
 DD1621'NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROAD S 26 611 (PEACH TREE
 DD1621'ROAD), 12.7 M (41.7 FT) EAST-SOUTHEAST OF THE EAST CORNER OF A HOUSE,
 DD1621'6.9 M (22.6 FT) NORTH-NORTHEAST OF A 30-INCH MAGNOLIA TREE, 0.3 M
 DD1621'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 DD1621'WITH THE GROUND SURFACE.
 DD1621
 DD1621                          STATION RECOVERY (1997)
 DD1621
 DD1621'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1621'STATION IS LOCATED 6.05 MILES (9.74 KM) NORTH NORTHWEST OF SURFSIDE
 DD1621'BEACH, 10.5 MILES (16.9 KM) SOUTH SOUTHEAST OF CONWAY. OWNERSHIP--JANE
 DD1621'AMMONS, 4210 PEACHTREE ROAD, MYRTLE BEACH, SC 29579. TO REACH THE
 DD1621'STATION FROM THE OVERPASS JUNCTION OF STATE HIGHWAYS 544 AND 707
 DD1621'(SOCASTEE BOULEVARD) , 5.5 MILES (8.9 KM) NORTH NORTHWEST OF SURFSIDE
 DD1621'BEACH, GO NORTHEAST ON HIGHWAY 707 FOR 0.2 MILE (0.3 KM) TO THE
 DD1621'JUNCTION OF STATE ROAD 616 (DICK POND ROAD) , TURN LEFT ON ROAD 616
 DD1621'FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 611 (PEACHTREE
 DD1621'ROAD) AND THE STATION NEAR THE EAST CORNER OF A TWO-STORY WOOD-SIDED
 DD1621'HOUSE NUMBER 4210 IN THE WEST ANGLE OF THE JUNCTION. STATION IS A
 DD1621'SQUARE CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD 616,
 DD1621'52.5 FEET (16.0 M) WEST SOUTHWEST OF THE CENTER OF ROAD 616, 52.9 FEET
 DD1621'(16.1 M) NORTH NORTHWEST OF THE CENTER OF ROAD 611, 41.7 FEET (12.7 M)
 DD1621'EAST SOUTHEAST OF THE CORNER OF THE HOUSE, 88.7 FEET (27.0 M) EAST
 DD1621'NORTHEAST OF A SECURITY LIGHT POLE, 24.3 FEET (7.4 M) WEST SOUTHWEST
 DD1621'OF A FIRE HYDRANT.  RECOVERED BY C.E. GEOGHEGAN
 DD1621
 DD1621                          STATION RECOVERY (2004)
 DD1621
 DD1621'RECOVERY NOTE BY US POWER SQUADRON 2004 (OTD)
 DD1621'FOUND INSIDE PROPERTY ON LAWN. GPS N33 41 21.4 W079 00 22
 DD1621
 DD1621                          STATION RECOVERY (2005)
 DD1621
 DD1621'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1621'RECOVERED IN GOOD CONDITION.
 DD1621
 DD1621                          STATION RECOVERY (2006)
 DD1621
 DD1621'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6673 ***********************************************************************
 AC6673  DESIGNATION -  8 DMW
 AC6673  PID         -  AC6673
 AC6673  STATE/COUNTY-  SC/LEXINGTON
 AC6673  USGS QUAD   -  LEXINGTON (1987)
 AC6673
 AC6673                         *CURRENT SURVEY CONTROL
 AC6673  ___________________________________________________________________
 AC6673* NAD 83(1986)-  33 53 57.     (N)    081 13 11.     (W)     SCALED    
 AC6673* NAVD 88     -       116.091  (meters)     380.88   (feet)  ADJUSTED  
 AC6673  ___________________________________________________________________
 AC6673  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AC6673  DYNAMIC HT  -         115.971 (meters)     380.48  (feet)  COMP
 AC6673  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 AC6673
 AC6673  VERT ORDER  -  FIRST     CLASS II
 AC6673
 AC6673.The horizontal coordinates were scaled from a topographic map and have
 AC6673.an estimated accuracy of +/- 6 seconds.
 AC6673
 AC6673.The orthometric height was determined by differential leveling
 AC6673.and adjusted by the National Geodetic Survey in May 1997..
 AC6673
 AC6673.The geoid height was determined by GEOID03.
 AC6673
 AC6673.The dynamic height is computed by dividing the NAVD 88
 AC6673.geopotential number by the normal gravity value computed on the
 AC6673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6673.degrees latitude (g = 980.6199 gals.).
 AC6673
 AC6673.The modeled gravity was interpolated from observed gravity values.
 AC6673
 AC6673;                    North         East    Units  Estimated Accuracy
 AC6673;SPC SC       -   229,110.      589,280.      MT  (+/- 180 meters Scaled)
 AC6673
 AC6673                          SUPERSEDED SURVEY CONTROL
 AC6673
 AC6673.No superseded survey control is available for this station.
 AC6673
 AC6673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT796509(NAD 83)
 AC6673_MARKER: DD = SURVEY DISK
 AC6673_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AC6673_STAMPING: 371 8 DMW 1971
 AC6673_MARK LOGO: USGS  
 AC6673_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC6673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6673+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 AC6673
 AC6673  HISTORY     - Date     Condition        Report By
 AC6673  HISTORY     - 1971     MONUMENTED       USGS
 AC6673  HISTORY     - 19951003 GOOD             SCGS
 AC6673
 AC6673                          STATION DESCRIPTION
 AC6673
 AC6673'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 AC6673'STATION IS LOCATED 5.8 MILES (9.3 KM) EAST OF LEXINGTON, 4.9 MILES
 AC6673'(7.9 KM) WEST OF SOUTH CONGAREE.  OWNERSHIP--SCDOT, DIRECTOR OF
 AC6673'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AC6673'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AC6673'6 (SOUTH LAKE DRIVE) , 602 AND STATE ROAD 34 (PLATT SPRINGS ROAD) ,
 AC6673'5.15 MILES (8.29 KM) SOUTH OF LEXINGTON, GO SOUTH SOUTHEAST ON HIGHWAY
 AC6673'6 FOR 0.65 MILE (1.05 KM) TO THE JUNCTION OF STATE ROAD 244 (NEW
 AC6673'ORANGEBURG ROAD) AND THE STATION NEAR A LARGE PINE TREE IN THE
 AC6673'SOUTHEAST ANGLE OF THE JUNCTION.  STATION IS A CONCRETE FILLED TILE
 AC6673'PIPE FLUSH WITH GROUND AND LEVEL WITH ROAD, 128.7 FEET (39.2 M) SOUTH
 AC6673'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK COMMERCIAL
 AC6673'BUILDING, 107.6 FEET (32.8 M) EAST OF THE CENTER OF HIGHWAY 6, 76.8
 AC6673'FEET (23.4 M) EAST OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE
 AC6673'CULVERT BENEATH ROAD 244, 71.2 FEET (21.7 M) EAST NORTHEAST OF POWER
 AC6673'POLE NUMBER 100 WITH TWO GUY WIRES AND A TRANSFORMER, 62.5 FEET (19.1
 AC6673'M) SOUTHEAST OF THE CENTER OF ROAD 244, 37.5 FEET (11.4 M) EAST OF A
 AC6673'WITNESS POST AT THE EAST LEG OF A RIGHT TURN SIGN, 36.5 FEET (11.1 M)
 AC6673'SOUTH OF THE CENTER OF CROSSROAD, 8.7 FEET (2.7 M) SOUTHWEST OF A 2.3
 AC6673'FOOT (0.7 M) PINE TREE.  DESCRIBED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2395 ***********************************************************************
 DD2395  DESIGNATION -  8 S C 1
 DD2395  PID         -  DD2395
 DD2395  STATE/COUNTY-  SC/HORRY
 DD2395  USGS QUAD   -  BUCKSVILLE (1973)
 DD2395
 DD2395                         *CURRENT SURVEY CONTROL
 DD2395  ___________________________________________________________________
 DD2395* NAD 83(1986)-  33 44 11.     (N)    079 07 14.     (W)     SCALED    
 DD2395* NAVD 88     -         7.966  (meters)      26.14   (feet)  ADJUSTED  
 DD2395  ___________________________________________________________________
 DD2395  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD2395  DYNAMIC HT  -           7.958 (meters)      26.11  (feet)  COMP
 DD2395  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 DD2395
 DD2395  VERT ORDER  -  FIRST     CLASS II
 DD2395
 DD2395.The horizontal coordinates were scaled from a topographic map and have
 DD2395.an estimated accuracy of +/- 6 seconds.
 DD2395
 DD2395.The orthometric height was determined by differential leveling
 DD2395.and adjusted by the National Geodetic Survey in June 1991..
 DD2395
 DD2395.The geoid height was determined by GEOID03.
 DD2395
 DD2395.The dynamic height is computed by dividing the NAVD 88
 DD2395.geopotential number by the normal gravity value computed on the
 DD2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2395.degrees latitude (g = 980.6199 gals.).
 DD2395
 DD2395.The modeled gravity was interpolated from observed gravity values.
 DD2395
 DD2395;                    North         East    Units  Estimated Accuracy
 DD2395;SPC SC       -   212,620.      783,720.      MT  (+/- 180 meters Scaled)
 DD2395
 DD2395                          SUPERSEDED SURVEY CONTROL
 DD2395
 DD2395  NGVD 29 (03/21/89)    8.272  (m)           27.14   (f) ADJUSTED    1 2
 DD2395
 DD2395.Superseded values are not recommended for survey control.
 DD2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2395.See file dsdata.txt to determine how the superseded data were derived.
 DD2395
 DD2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT741345(NAD 83)
 DD2395_MARKER: DD = SURVEY DISK
 DD2395_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DD2395_SP_SET: WATER WELL PIPE
 DD2395_STAMPING: 8S - C1 1986
 DD2395_MARK LOGO: SCGS  
 DD2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2395+STABILITY: SURFACE MOTION
 DD2395
 DD2395  HISTORY     - Date     Condition        Report By
 DD2395  HISTORY     - 1986     MONUMENTED       SCWRC
 DD2395  HISTORY     - 1987     GOOD             SCGS
 DD2395
 DD2395                          STATION DESCRIPTION
 DD2395
 DD2395'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2395'12.9 KM (8.0 MI) SSW FROM CONWAY.
 DD2395'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2395'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2395'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2395'AVENUE), THENCE 11.45 KM (7.1 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2395'HIGHWAY 701, THENCE 3.3 KM (2.05 MI) WEST ALONG STATE ROAD 79, SET
 DD2395'NEAR A 17-INCH BLAZED SWEETGUM TREE IN THE WEST ANGLE OF THE JUNCTION
 DD2395'OF A SAND ROAD, 1.15 KM (0.7 MI) EAST-SOUTHEAST OF THE JUNCTION OF
 DD2395'THE SAND ROAD TO THE STATE BRANCH CEMETARY, 16.0 METERS (52.5 FT)
 DD2395'SOUTHWEST OF THE CENTER OF ROAD 79, 9.7 METERS (31.8 FT)
 DD2395'NORTH-NORTHWEST OF THE CENTER OF THE SAND ROAD, 3.6 METERS (11.8 FT)
 DD2395'NORTH-NORTHWEST OF THE BLAZED TREE, 5.4 METERS (17.7 FT) EAST OF A
 DD2395'26-INCH SWEETGUM TREE, 18.4 METERS (60.4 FT) NORTH OF A POWER POLE
 DD2395'NUMBER 19-00 1/2 WITH THREE GUY WIRES, ADD-THIS MARK IS A DISK WELDED
 DD2395'TO A 2-INCH PIPE, DEPTH OF PIPE IS 320 FEET.
 DD2395'THE MARK IS 1.7 METERS  NNW FROM  A WITNESS POST
 DD2395'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 WA0051 ***********************************************************************
 WA0051  DESIGNATION -  8 WLC
 WA0051  PID         -  WA0051
 WA0051  STATE/COUNTY-  SC/COLLETON
 WA0051  USGS QUAD   -  SNIDERS CROSSROADS (1988)
 WA0051
 WA0051                         *CURRENT SURVEY CONTROL
 WA0051  ___________________________________________________________________
 WA0051* NAD 83(1986)-  32 53 20.     (N)    080 51 13.     (W)     SCALED    
 WA0051* NAVD 88     -        19.125  (meters)      62.75   (feet)  ADJUSTED  
 WA0051  ___________________________________________________________________
 WA0051  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 WA0051  DYNAMIC HT  -          19.104 (meters)      62.68  (feet)  COMP
 WA0051  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 WA0051
 WA0051  VERT ORDER  -  FIRST     CLASS II
 WA0051
 WA0051.The horizontal coordinates were scaled from a topographic map and have
 WA0051.an estimated accuracy of +/- 6 seconds.
 WA0051
 WA0051.The orthometric height was determined by differential leveling
 WA0051.and adjusted by the National Geodetic Survey in September 1998..
 WA0051
 WA0051.The geoid height was determined by GEOID03.
 WA0051
 WA0051.The dynamic height is computed by dividing the NAVD 88
 WA0051.geopotential number by the normal gravity value computed on the
 WA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 WA0051.degrees latitude (g = 980.6199 gals.).
 WA0051
 WA0051.The modeled gravity was interpolated from observed gravity values.
 WA0051
 WA0051;                    North         East    Units  Estimated Accuracy
 WA0051;SPC SC       -   117,070.      623,300.      MT  (+/- 180 meters Scaled)
 WA0051
 WA0051                          SUPERSEDED SURVEY CONTROL
 WA0051
 WA0051.No superseded survey control is available for this station.
 WA0051
 WA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS136389(NAD 83)
 WA0051_MARKER: DD = SURVEY DISK
 WA0051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 WA0051_SP_SET: CULVERT HEADWALL
 WA0051_STAMPING: 8 WLC 1982
 WA0051_MARK LOGO: USGS  
 WA0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 WA0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0051+STABILITY: SURFACE MOTION
 WA0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 WA0051+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 WA0051
 WA0051  HISTORY     - Date     Condition        Report By
 WA0051  HISTORY     - 1982     MONUMENTED       USGS
 WA0051  HISTORY     - 19950107 GOOD             SCGS
 WA0051  HISTORY     - 20050802 GOOD             SCGS
 WA0051
 WA0051                          STATION DESCRIPTION
 WA0051
 WA0051'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 WA0051'STATION IS LOCATED 10.9 MILES (17.5 KM) WEST SOUTHWEST OF WALTERBORO.
 WA0051'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 WA0051'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 WA0051'JUNCTION OF U.S.  HIGHWAY 21 AND STATE HIGHWAY 63, 10.9 MILES (17.5
 WA0051'KM) WEST SOUTHWEST OF WALTERBORO, GO WEST ON HIGHWAY 63 FOR 0.05 MILE
 WA0051'(0.08 KM) TO THE STATION ON THE RIGHT IN THE HEADWALL OF A BOX CULVERT
 WA0051'BENEATH THE HIGHWAY.  STATION IS A DRILL MARK IN THE CONCRETE HEADWALL
 WA0051'AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 22.5 FEET (6.9 M) NORTH OF THE
 WA0051'CENTER OF THE ROAD, 0.5 FOOT (15.2 CM) WEST NORTHWEST OF THE EAST END
 WA0051'OF A THE HEADWALL, 1.4 FEET (0.4 M) NORTH NORTHWEST OF A WITNESS POST.
 WA0051'RECOVERED BY R.W.  ROBERTS.
 WA0051
 WA0051                          STATION RECOVERY (2005)
 WA0051
 WA0051'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 WA0051'STATION IS LOCATED 10.9 MI (17.54 KM) WEST OF WALTERBORO, 10.9 MI
 WA0051'(17.54 KM) WEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 WA0051'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 WA0051'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 (LOW COUNTRY
 WA0051'HIGHWAY) AND STATE HIGHWAY 63 (SNIDERS HIGHWAY) AT SNIDERS CROSSROADS,
 WA0051'10.8 MI (17.38 KM) WEST OF WALTERBORO, GO WEST ON HIGHWAY 63 FOR 0.05
 WA0051'MI (0.08 KM) TO THE STATION ON THE RIGHT IN THE HEADWALL OF A BOX
 WA0051'CULVERT FOR A STREAM BENEATH THE HIGHWAY. STATION IS A DISK SET INTO A
 WA0051'DRILL HOLE AND 0.5 FT (0.2 M) ABOVE THE HIGHWAY, 22.8 FT (6.9 M) NORTH
 WA0051'OF THE CENTER OF THE HIGHWAY, 0.5 FT (0.2 M) WEST OF THE EAST END OF
 WA0051'THE HEADWALL, 1.3 FT (0.4 M) NORTHWEST OF A WITNESS POST. RECOVERED BY
 WA0051'T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0089 ***********************************************************************
 DE0089  DESIGNATION -  80
 DE0089  PID         -  DE0089
 DE0089  STATE/COUNTY-  SC/WILLIAMSBURG
 DE0089  USGS QUAD   -  BUTLERS BAY (1987)
 DE0089
 DE0089                         *CURRENT SURVEY CONTROL
 DE0089  ___________________________________________________________________
 DE0089* NAD 83(1986)-  33 35 59.     (N)    080 01 14.     (W)     SCALED    
 DE0089* NAVD 88     -        24.146  (meters)      79.22   (feet)  ADJUSTED  
 DE0089  ___________________________________________________________________
 DE0089  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DE0089  DYNAMIC HT  -          24.121 (meters)      79.14  (feet)  COMP
 DE0089  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 DE0089
 DE0089  VERT ORDER  -  FIRST     CLASS II
 DE0089
 DE0089.The horizontal coordinates were scaled from a topographic map and have
 DE0089.an estimated accuracy of +/- 6 seconds.
 DE0089
 DE0089.The orthometric height was determined by differential leveling
 DE0089.and adjusted by the National Geodetic Survey in June 1991..
 DE0089
 DE0089.The geoid height was determined by GEOID03.
 DE0089
 DE0089.The dynamic height is computed by dividing the NAVD 88
 DE0089.geopotential number by the normal gravity value computed on the
 DE0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0089.degrees latitude (g = 980.6199 gals.).
 DE0089
 DE0089.The modeled gravity was interpolated from observed gravity values.
 DE0089
 DE0089;                    North         East    Units  Estimated Accuracy
 DE0089;SPC SC       -   196,320.      700,490.      MT  (+/- 180 meters Scaled)
 DE0089
 DE0089                          SUPERSEDED SURVEY CONTROL
 DE0089
 DE0089  NGVD 29 (03/21/89)   24.442  (m)           80.19   (f) ADJUSTED    1 2
 DE0089
 DE0089.Superseded values are not recommended for survey control.
 DE0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0089.See file dsdata.txt to determine how the superseded data were derived.
 DE0089
 DE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT908182(NAD 83)
 DE0089_MARKER: P = PIPE CAP
 DE0089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0089_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0089_STAMPING: 80 1918
 DE0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0089
 DE0089  HISTORY     - Date     Condition        Report By
 DE0089  HISTORY     - 1918     MONUMENTED       USGS
 DE0089  HISTORY     - 1961     GOOD             NGS
 DE0089  HISTORY     - 1978     MARK NOT FOUND   NGS
 DE0089
 DE0089                          STATION DESCRIPTION
 DE0089
 DE0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DE0089'2.1 MI NW FROM GREELEYVILLE.
 DE0089'ABOUT 2.1 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0089'FROM THE STATION AT GREELEYVILLE, 145 YARDS EAST-SOUTHEAST OF
 DE0089'MILEPOST L 352 L 10, 0.15 MILE NORTHWEST OF A TRAIL ROAD CROSSING,
 DE0089'18.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 105 FEET WEST OF AND
 DE0089'ACROSS THE TRACK FROM TELEPHONE POLE NO. 2640, 96 FEET SOUTHEAST OF
 DE0089'AND ACROSS THE TRACK FROM TELEPHONE POLE NO. 2639, 50 YARDS SOUTHEAST
 DE0089'OF THE SOUTHEAST END OF A CURVE IN THE TRACK, ABOUT LEVEL WITH THE
 DE0089'TRACK AND PROJECTING 14 INCHES ABOVE THE LEVEL OF THE GROUND.
 DE0089
 DE0089                          STATION RECOVERY (1978)
 DE0089
 DE0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DE0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 FA0827 ***********************************************************************
 FA0827  DESIGNATION -  815
 FA0827  PID         -  FA0827
 FA0827  STATE/COUNTY-  SC/YORK
 FA0827  USGS QUAD   -  CLOVER (1985)
 FA0827
 FA0827                         *CURRENT SURVEY CONTROL
 FA0827  ___________________________________________________________________
 FA0827* NAD 83(1986)-  35 06 40.     (N)    081 13 35.     (W)     SCALED    
 FA0827* NAVD 88     -       247.823  (meters)     813.07   (feet)  ADJUSTED  
 FA0827  ___________________________________________________________________
 FA0827  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FA0827  DYNAMIC HT  -         247.582 (meters)     812.28  (feet)  COMP
 FA0827  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 FA0827
 FA0827  VERT ORDER  -  SECOND    CLASS 0
 FA0827
 FA0827.The horizontal coordinates were scaled from a topographic map and have
 FA0827.an estimated accuracy of +/- 6 seconds.
 FA0827
 FA0827.The orthometric height was determined by differential leveling
 FA0827.and adjusted by the National Geodetic Survey in June 1991..
 FA0827
 FA0827.The geoid height was determined by GEOID03.
 FA0827
 FA0827.The dynamic height is computed by dividing the NAVD 88
 FA0827.geopotential number by the normal gravity value computed on the
 FA0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0827.degrees latitude (g = 980.6199 gals.).
 FA0827
 FA0827.The modeled gravity was interpolated from observed gravity values.
 FA0827
 FA0827;                    North         East    Units  Estimated Accuracy
 FA0827;SPC SC       -   363,550.      588,960.      MT  (+/- 180 meters Scaled)
 FA0827
 FA0827                          SUPERSEDED SURVEY CONTROL
 FA0827
 FA0827  NGVD 29 (??/??/92)  248.018  (m)          813.71   (f) ADJ UNCH    2 0
 FA0827
 FA0827.Superseded values are not recommended for survey control.
 FA0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0827.See file dsdata.txt to determine how the superseded data were derived.
 FA0827
 FA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU793853(NAD 83)
 FA0827_MARKER: DD = SURVEY DISK
 FA0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0827_SP_SET: BUILDING
 FA0827_STAMPING: 815 FEET COLUMBIA 1900 PRIM TRAV STA NO 1 1906
 FA0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0827
 FA0827  HISTORY     - Date     Condition        Report By
 FA0827  HISTORY     - 1906     MONUMENTED       USGS
 FA0827  HISTORY     - 1935     GOOD             NGS
 FA0827  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 FA0827
 FA0827                          STATION DESCRIPTION
 FA0827
 FA0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FA0827'AT CLOVER.
 FA0827'ALUMINUM TABLET SET IN EAST FACE OF C.M. DIXON BRICK BUILDING,
 FA0827'129 FT. NORTH OF CENTERLINE OF KINGS MT. STREET, 40 FT. WEST OF
 FA0827'CENTERLINE OF MAIN STREET, IN THE EXTREME NORTHEAST CORNER OF
 FA0827'BUILDING, 1.5 FT. ABOVE SIDE WALK.
 FA0827
 FA0827                          STATION RECOVERY (1995)
 FA0827
 FA0827'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5082 ***********************************************************************
 DG5082  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5082  DESIGNATION -  815 817
 DG5082  PID         -  DG5082
 DG5082  STATE/COUNTY-  SC/YORK
 DG5082  USGS QUAD   -  CLOVER (1985)
 DG5082
 DG5082                         *CURRENT SURVEY CONTROL
 DG5082  ___________________________________________________________________
 DG5082* NAD 83(2001)-  35 00 58.77124(N)    081 08 30.46527(W)     ADJUSTED  
 DG5082* NAVD 88     -       215.01   (meters)     705.4    (feet)  GPS OBS   
 DG5082  ___________________________________________________________________
 DG5082  X           -     805,294.839 (meters)                     COMP
 DG5082  Y           -  -5,167,163.135 (meters)                     COMP
 DG5082  Z           -   3,639,456.066 (meters)                     COMP
 DG5082  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DG5082  ELLIP HEIGHT-         184.21  (meters)          (01/16/04) GPS OBS
 DG5082  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DG5082
 DG5082  HORZ ORDER  -  FIRST
 DG5082  ELLP ORDER  -  FOURTH    CLASS II
 DG5082
 DG5082.The horizontal coordinates were established by GPS observations
 DG5082.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in January 2004..
 DG5082
 DG5082.The orthometric height was determined by GPS observations and a
 DG5082.high-resolution geoid model using precise GPS observation and
 DG5082.processing techniques.
 DG5082
 DG5082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5082
 DG5082.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5082
 DG5082.The ellipsoidal height was determined by GPS observations
 DG5082.and is referenced to NAD 83.
 DG5082
 DG5082.The geoid height was determined by GEOID03.
 DG5082
 DG5082;                    North         East     Units Scale Factor Converg.
 DG5082;SPC SC       -   353,016.791   596,657.378   MT  1.00007020   -0 04 43.0
 DG5082;SPC SC       - 1,158,191.57  1,957,537.33   iFT  1.00007020   -0 04 43.0
 DG5082;UTM  17      - 3,874,862.671   487,063.455   MT  0.99960206   -0 04 52.9
 DG5082
 DG5082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5082!SPC SC       -   0.99997109  x   1.00007020  =   1.00004128
 DG5082!UTM  17      -   0.99997109  x   0.99960206  =   0.99957316
 DG5082
 DG5082:                Primary Azimuth Mark                     Grid Az
 DG5082:SPC SC       -  ALLISON CK 817                           184 18 59.4
 DG5082:UTM  17      -  ALLISON CK 817                           184 19 09.3
 DG5082
 DG5082|---------------------------------------------------------------------|
 DG5082| PID    Reference Object                     Distance      Geod. Az  |
 DG5082|                                                           dddmmss.s |
 DG5082| DG5084 ALLISON CK 817                      436.927 METERS 1841416.4 |
 DG5082|---------------------------------------------------------------------|
 DG5082
 DG5082                          SUPERSEDED SURVEY CONTROL
 DG5082
 DG5082  NAD 83(1986)-  35 00 58.78587(N)    081 08 30.47380(W) AD(       ) 1
 DG5082
 DG5082.Superseded values are not recommended for survey control.
 DG5082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5082.See file dsdata.txt to determine how the superseded data were derived.
 DG5082
 DG5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8706374863(NAD 83)
 DG5082_MARKER: DD = SURVEY DISK
 DG5082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5082_STAMPING: 815-817 2003
 DG5082_MARK LOGO: SCGS  
 DG5082_PROJECTION: FLUSH
 DG5082_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5082+STABILITY: SURFACE MOTION
 DG5082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5082+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DG5082
 DG5082  HISTORY     - Date     Condition        Report By
 DG5082  HISTORY     - 20030624 MONUMENTED       SCGS
 DG5082  HISTORY     - 20041127 GOOD             USPSQD
 DG5082
 DG5082                          STATION DESCRIPTION
 DG5082
 DG5082'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG5082'STATION IS LOCATED 5.8 MILES EAST OF YORK, 9.1 MILES NORTHWEST OF ROCK
 DG5082'HILL. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DG5082'COLUMBIA, SC 29202, PHONE 803-737-1350.TO REACH THE STATION FROM THE
 DG5082'WEST JUNCTION OF STATE HIGHWAY 161 (OLD YORK ROAD) AND 274 (HANDS MILL
 DG5082'ROAD), 6.2 MILES NORTHWEST OF ROCK HILL, GO NORTHWEST ON HIGHWAY 161
 DG5082'FOR 1.0 MILE TO THE JUNCTION OF STATE ROAD 195 (MOUNT GALLANT ROAD),
 DG5082'CONTINUE ON HIGHWAY 161 FOR 1.75 MILES TO THE JUNCTION OF STATE ROAD
 DG5082'815 (HARPER ROAD), TURN RIGHT ON ROAD 815 FOR 1.3 MILES TO THE STATION
 DG5082'ON THE RIGHT IN THE SOUTH ANGLE OF A GRAVEL ROAD RIGHT AND STATE ROAD
 DG5082'817 (CHAMBERS ROAD) LEFT.STATION IS A CONCRETE POST FLUSH WITH THE
 DG5082'GROUND AND LEVEL WITH THE ROAD, 35.4 FEET EAST SOUTHEAST OF THE CENTER
 DG5082'OF ROAD 817, 5.4 FEET SOUTH OF THE POWER POLE WITH A SCGS REFERENCE
 DG5082'WASHER ATTACHED, 20.6 FEET SOUTH SOUTHEAST OF A TELEPHONE JUNCTION BOX
 DG5082'11/AEGA/1, 36.0 FEET SOUTH SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD,
 DG5082'33.9 FEET WEST NORTHWEST OF THE NORTH CORNER OF A BRICK PUMP HOUSE,
 DG5082'5.4 FEET NORTHEAST OF A WITNESS POST.NOTE-STATION IS INTERVISIBLE WITH
 DG5082'SURVEY STATION ALLISON CK 817.DESCRIBED BY R.P. MCKEOWN.
 DG5082' 
 DG5082'
 DG5082
 DG5082                          STATION RECOVERY (2004)
 DG5082
 DG5082'RECOVERY NOTE BY US POWER SQUADRON 2004 (HWP)
 DG5082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5083 ***********************************************************************
 DG5083  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5083  DESIGNATION -  818 819
 DG5083  PID         -  DG5083
 DG5083  STATE/COUNTY-  SC/YORK
 DG5083  USGS QUAD   -  CLOVER (1985)
 DG5083
 DG5083                         *CURRENT SURVEY CONTROL
 DG5083  ___________________________________________________________________
 DG5083* NAD 83(2001)-  35 02 16.88458(N)    081 11 04.04988(W)     ADJUSTED  
 DG5083* NAVD 88     -       227.01   (meters)     744.8    (feet)  GPS OBS   
 DG5083  ___________________________________________________________________
 DG5083  X           -     801,236.889 (meters)                     COMP
 DG5083  Y           -  -5,166,405.553 (meters)                     COMP
 DG5083  Z           -   3,641,434.159 (meters)                     COMP
 DG5083  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 DG5083  ELLIP HEIGHT-         196.08  (meters)          (01/16/04) GPS OBS
 DG5083  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DG5083
 DG5083  HORZ ORDER  -  FIRST
 DG5083  ELLP ORDER  -  FOURTH    CLASS II
 DG5083
 DG5083.The horizontal coordinates were established by GPS observations
 DG5083.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in January 2004..
 DG5083
 DG5083.The orthometric height was determined by GPS observations and a
 DG5083.high-resolution geoid model using precise GPS observation and
 DG5083.processing techniques.
 DG5083
 DG5083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5083
 DG5083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5083
 DG5083.The ellipsoidal height was determined by GPS observations
 DG5083.and is referenced to NAD 83.
 DG5083
 DG5083.The geoid height was determined by GEOID03.
 DG5083
 DG5083;                    North         East     Units Scale Factor Converg.
 DG5083;SPC SC       -   355,430.329   592,767.608   MT  1.00007921   -0 06 08.1
 DG5083;SPC SC       - 1,166,110.00  1,944,775.62   iFT  1.00007921   -0 06 08.1
 DG5083;UTM  17      - 3,877,275.287   483,175.655   MT  0.99960349   -0 06 21.2
 DG5083
 DG5083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5083!SPC SC       -   0.99996922  x   1.00007921  =   1.00004843
 DG5083!UTM  17      -   0.99996922  x   0.99960349  =   0.99957273
 DG5083
 DG5083                          SUPERSEDED SURVEY CONTROL
 DG5083
 DG5083  NAD 83(1986)-  35 02 16.89941(N)    081 11 04.05777(W) AD(       ) 1
 DG5083
 DG5083.Superseded values are not recommended for survey control.
 DG5083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5083.See file dsdata.txt to determine how the superseded data were derived.
 DG5083
 DG5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8317677275(NAD 83)
 DG5083_MARKER: DD = SURVEY DISK
 DG5083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5083_STAMPING: 818-819 2003
 DG5083_MARK LOGO: SCGS  
 DG5083_PROJECTION: FLUSH
 DG5083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5083+STABILITY: SURFACE MOTION
 DG5083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5083+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG5083
 DG5083  HISTORY     - Date     Condition        Report By
 DG5083  HISTORY     - 20030624 MONUMENTED       SCGS
 DG5083
 DG5083                          STATION DESCRIPTION
 DG5083
 DG5083'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 DG5083'STATION IS LOCATED 4.4 MILES NORTHEAST OF YORK.  OWNERSHIP--SCDOT,
 DG5083'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DG5083'803-737-1350.TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DG5083'161 AND 49, 1.8 MILES NORTHEAST OF YORK, GO NORTHEAST ON HIGHWAY 49
 DG5083'FOR 2.2 MILES TO THE JUNCTION OF STATE ROAD 818 (WOOD ROAD), TURN LEFT
 DG5083'ON ROAD 818 FOR 0.75 MILE TO THE STATION AHEAD IN THE GRASSY MEDIAN OF
 DG5083'THE FORK JUNCTION OF STATE ROAD 819 (DOCTOR NICHOLS ROAD).STATION IS A
 DG5083'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE ROADS, 34.0
 DG5083'FEET EAST NORTHEAST OF THE CENTER OF ROAD 818, 35.8 FEET WEST
 DG5083'NORTHWEST OF THE CENTER OF ROAD 819, 31.3 FEET SOUTH OF THE CENTER OF
 DG5083'ROAD 818/819 CONNECTOR ROAD, 28.2 FEET NORTH NORTHEAST OF THE
 DG5083'NORTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 818,
 DG5083'30.0 FEET SOUTH SOUTHWEST OF A WITNESS POST BESIDE A YIELD SIGN
 DG5083'OST.DESCRIBED BY R.P. MCKEOWN.
 DG5083' 
 DG5083'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0087 ***********************************************************************
 CJ0087  DESIGNATION -  8.2 USE
 CJ0087  PID         -  CJ0087
 CJ0087  STATE/COUNTY-  SC/CHARLESTON
 CJ0087  USGS QUAD   -  CHARLESTON (1983)
 CJ0087
 CJ0087                         *CURRENT SURVEY CONTROL
 CJ0087  ___________________________________________________________________
 CJ0087* NAD 83(1986)-  32 46 53.     (N)    079 55 32.     (W)     SCALED    
 CJ0087* NAVD 88     -         2.220  (meters)       7.28   (feet)  ADJUSTED  
 CJ0087  ___________________________________________________________________
 CJ0087  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0087  DYNAMIC HT  -           2.217 (meters)       7.27  (feet)  COMP
 CJ0087  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 CJ0087
 CJ0087  VERT ORDER  -  FIRST     CLASS I
 CJ0087
 CJ0087.The horizontal coordinates were scaled from a topographic map and have
 CJ0087.an estimated accuracy of +/- 6 seconds.
 CJ0087
 CJ0087.The orthometric height was determined by differential leveling
 CJ0087.and adjusted by the National Geodetic Survey in June 1991..
 CJ0087
 CJ0087.The geoid height was determined by GEOID03.
 CJ0087
 CJ0087.The dynamic height is computed by dividing the NAVD 88
 CJ0087.geopotential number by the normal gravity value computed on the
 CJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0087.degrees latitude (g = 980.6199 gals.).
 CJ0087
 CJ0087.The modeled gravity was interpolated from observed gravity values.
 CJ0087
 CJ0087;                    North         East    Units  Estimated Accuracy
 CJ0087;SPC SC       -   105,660.      710,250.      MT  (+/- 180 meters Scaled)
 CJ0087
 CJ0087                          SUPERSEDED SURVEY CONTROL
 CJ0087
 CJ0087  NGVD 29 (03/21/89)    2.519  (m)            8.26   (f) ADJUSTED    1 1
 CJ0087
 CJ0087.Superseded values are not recommended for survey control.
 CJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0087.See file dsdata.txt to determine how the superseded data were derived.
 CJ0087
 CJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS006275(NAD 83)
 CJ0087_MARKER: X = CHISELED CROSS
 CJ0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CJ0087_SP_SET: FOUNDATION
 CJ0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0087
 CJ0087  HISTORY     - Date     Condition        Report By
 CJ0087  HISTORY     - UNK      MONUMENTED       DOD
 CJ0087  HISTORY     - 1952     GOOD             NGS
 CJ0087  HISTORY     - 1974     MARK NOT FOUND   NGS
 CJ0087
 CJ0087                          STATION DESCRIPTION
 CJ0087
 CJ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0087'AT CHARLESTON.
 CJ0087'AT CHARLESTON, EAST AND ACROSS CONCORD STREET FROM THE CUSTOMHOUSE,
 CJ0087'AT THE EAST END OF THE CORPS OF ENGINEERS, U.S. ARMY SOUTH DOCK,
 CJ0087'7.3 FEET WEST OF EAST EDGE OF DOCK, 4.1 FEET SOUTH OF NORTH EDGE
 CJ0087'OF DOCK, AND ON TOP OF STONE SURFACE OF DOCK.
 CJ0087
 CJ0087                          STATION RECOVERY (1974)
 CJ0087
 CJ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1239 ***********************************************************************
 CK1239  DESIGNATION -  83
 CK1239  PID         -  CK1239
 CK1239  STATE/COUNTY-  SC/HAMPTON
 CK1239  USGS QUAD   -  CROCKETVILLE (1988)
 CK1239
 CK1239                         *CURRENT SURVEY CONTROL
 CK1239  ___________________________________________________________________
 CK1239* NAD 83(1986)-  32 56 52.     (N)    081 01 53.     (W)     SCALED    
 CK1239* NAVD 88     -        24.478  (meters)      80.31   (feet)  ADJUSTED  
 CK1239  ___________________________________________________________________
 CK1239  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 CK1239  DYNAMIC HT  -          24.452 (meters)      80.22  (feet)  COMP
 CK1239  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 CK1239
 CK1239  VERT ORDER  -  SECOND    CLASS 0
 CK1239
 CK1239.The horizontal coordinates were scaled from a topographic map and have
 CK1239.an estimated accuracy of +/- 6 seconds.
 CK1239
 CK1239.The orthometric height was determined by differential leveling
 CK1239.and adjusted by the National Geodetic Survey in June 1991..
 CK1239
 CK1239.The geoid height was determined by GEOID03.
 CK1239
 CK1239.The dynamic height is computed by dividing the NAVD 88
 CK1239.geopotential number by the normal gravity value computed on the
 CK1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1239.degrees latitude (g = 980.6199 gals.).
 CK1239
 CK1239.The modeled gravity was interpolated from observed gravity values.
 CK1239
 CK1239;                    North         East    Units  Estimated Accuracy
 CK1239;SPC SC       -   123,590.      606,670.      MT  (+/- 180 meters Scaled)
 CK1239
 CK1239                          SUPERSEDED SURVEY CONTROL
 CK1239
 CK1239  NGVD 29 (03/21/89)   24.754  (m)           81.21   (f) ADJUSTED    2 0
 CK1239
 CK1239.Superseded values are not recommended for survey control.
 CK1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1239.See file dsdata.txt to determine how the superseded data were derived.
 CK1239
 CK1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS970454(NAD 83)
 CK1239_MARKER: P = PIPE CAP
 CK1239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1239_STAMPING: 83-1918
 CK1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1239
 CK1239  HISTORY     - Date     Condition        Report By
 CK1239  HISTORY     - 1918     MONUMENTED       USGS
 CK1239  HISTORY     - 1935     GOOD             NGS
 CK1239  HISTORY     - 1958     MARK NOT FOUND   NGS
 CK1239
 CK1239                          STATION DESCRIPTION
 CK1239
 CK1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK1239'AT MILEY.
 CK1239'U.S.G.S. 83 IS LOCATED 45 FT. SOUTHWEST OF THE SOUTHWEST CORNER
 CK1239'OF THE LIGHTSEY BROTHERS MILL CO. OFFICE, 100 FT. SOUTHWEST OF
 CK1239'THE HAMPTON AND BRANCHVILLE RAILROAD STATION PLATFORM, 53.4 FT.
 CK1239'SOUTHWEST OF CENTERLINE OF ROAD THAT CROSSES TRACKS, 23.6 FT.
 CK1239'NORTHWEST OF NORTHWEST RAIL.  IRON PIPE WITH BRONZE CAP, LEVEL
 CK1239'WITH TOP OF GROUND IN A BAD LOCATION IN DRIVEWAY TO MILL AND
 CK1239'IS BEING RUN OVER BY VEHICLES.
 CK1239
 CK1239                          STATION RECOVERY (1958)
 CK1239
 CK1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CK1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2630 ***********************************************************************
 AI2630  DESIGNATION -  8300A
 AI2630  PID         -  AI2630
 AI2630  STATE/COUNTY-  SC/CHARLESTON
 AI2630  USGS QUAD   -  LADSON (1979)
 AI2630
 AI2630                         *CURRENT SURVEY CONTROL
 AI2630  ___________________________________________________________________
 AI2630* NAD 83(2001)-  32 52 44.66416(N)    080 00 47.95126(W)     ADJUSTED  
 AI2630* NAVD 88     -         6.6    (meters)      22.     (feet)  GPS OBS   
 AI2630  ___________________________________________________________________
 AI2630  X           -     929,829.702 (meters)                     COMP
 AI2630  Y           -  -5,280,504.405 (meters)                     COMP
 AI2630  Z           -   3,442,689.098 (meters)                     COMP
 AI2630  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AI2630  ELLIP HEIGHT-         -26.32  (meters)          (03/13/03) GPS OBS
 AI2630  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AI2630
 AI2630  HORZ ORDER  -  FIRST
 AI2630  ELLP ORDER  -  FOURTH    CLASS II
 AI2630
 AI2630.The horizontal coordinates were established by GPS observations
 AI2630.and adjusted by the National Geodetic Survey in March 2003..
 AI2630
 AI2630.The orthometric height was determined by GPS observations and a
 AI2630.high-resolution geoid model.
 AI2630
 AI2630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2630
 AI2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2630
 AI2630.The ellipsoidal height was determined by GPS observations
 AI2630.and is referenced to NAD 83.
 AI2630
 AI2630.The geoid height was determined by GEOID03.
 AI2630
 AI2630;                    North         East     Units Scale Factor Converg.
 AI2630;SPC SC       -   116,413.853   701,922.277   MT  0.99988803   +0 32 49.3
 AI2630;SPC SC       -   381,935.21  2,302,894.61   iFT  0.99988803   +0 32 49.3
 AI2630;UTM  17      - 3,638,312.597   592,298.972   MT  0.99970504   +0 32 08.4
 AI2630
 AI2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2630!SPC SC       -   1.00000413  x   0.99988803  =   0.99989216
 AI2630!UTM  17      -   1.00000413  x   0.99970504  =   0.99970917
 AI2630
 AI2630:                Primary Azimuth Mark                     Grid Az
 AI2630:SPC SC       -  8300B                                    319 42 42.6
 AI2630:UTM  17      -  8300B                                    319 43 23.5
 AI2630
 AI2630|---------------------------------------------------------------------|
 AI2630| PID    Reference Object                     Distance      Geod. Az  |
 AI2630|                                                           dddmmss.s |
 AI2630| AI2631 8300B                               APPROX. 0.5 KM 3201531.9 |
 AI2630|---------------------------------------------------------------------|
 AI2630
 AI2630                          SUPERSEDED SURVEY CONTROL
 AI2630
 AI2630  NAD 83(1995)-  32 52 44.66422(N)    080 00 47.95159(W) AD(       ) 1
 AI2630  ELLIP H (12/20/99)  -26.31   (m)                       GP(       ) 4 1
 AI2630  NAD 83(1986)-  32 52 44.67454(N)    080 00 47.95483(W) AD(       ) 1
 AI2630
 AI2630.Superseded values are not recommended for survey control.
 AI2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2630.See file dsdata.txt to determine how the superseded data were derived.
 AI2630
 AI2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9229938313(NAD 83)
 AI2630_MARKER: DD = SURVEY DISK
 AI2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2630_SP_SET: CONCRETE POST
 AI2630_STAMPING: 8300A 1993
 AI2630_MARK LOGO: SCDHPT
 AI2630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2630+STABILITY: SURFACE MOTION
 AI2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2630+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AI2630
 AI2630  HISTORY     - Date     Condition        Report By
 AI2630  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2630  HISTORY     - 20041206 GOOD             SCGS
 AI2630  HISTORY     - 20051107 GOOD             FRELAN
 AI2630
 AI2630                          STATION DESCRIPTION
 AI2630
 AI2630'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2630'STATION IS LOCATED 1.9 MILES (3.1 KM) SOUTHEAST OF THE CHARLESTON
 AI2630'INTERNATIONAL AIRPORT, AND 1.8 MILES (2.9 KM) WEST OF NORTH
 AI2630'CHARLESTON.  OWNERSHIP--SCDOT - DIRECTOR OF PRECONSTRCTION, P.O.  BOX
 AI2630'191, COLUMBIA, SC 29202, PHONE (803) 737-1350.  TO REACH THE STATION
 AI2630'FROM THE ENTRANCE TO THE NORTH CHARLESTON CITY HALL AT 4900 LACROSS
 AI2630'RD., GO SOUTH SOUTHEAST ON LACROSS RD.  FOR 273 FEET (83.2 M) TO THE
 AI2630'STATION ON LEFT.  STATION IS FLUSH WITH GROUND AND SET IN AN IRREGULAR
 AI2630'MASS OF CONCRETE.  8.7 FEET (2.7 M) WEST NORTHWEST OF NORTHEAST CORNER
 AI2630'OF BUS STOP, 41.0 FEET (12.5 M) NORTHWEST OF POWERLINE NUMBER 275486,
 AI2630'25.7 FEET (7.8 M) NORTHEAST OF CENTERLINE OF LACROSS RD., 4.8 FEET
 AI2630'(1.5 M) NORTHEAST OF NORTHEAST EDGE OF SIDEWALK, 8.0 FEET (2.4 M)
 AI2630'NORTHWEST OF A WITNESS POST.
 AI2630
 AI2630                          STATION RECOVERY (2004)
 AI2630
 AI2630'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 AI2630'STATION IS LOCATED 1.9 MILES SOUTHEAST OF THE CHARLESTON INTERNATIONAL
 AI2630'AIRPORT, 2.8 MILES NORTHWEST OF NORTH CHARLESTON, 9.15 MILES NORTH
 AI2630'NORTHWEST OF CHARLESTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AI2630'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AI2630' 
 AI2630'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526
 AI2630'(EXIT 18) AND U.S. HIGHWAYS 52 AND 78 (RIVERS AVENUE), 3.15 MILES
 AI2630'NORTHWEST OF NORTH CHARLESTON, GO SOUTHEAST ON HIGHWAYS 52 AND 78 FOR
 AI2630'0.5 MILE TO THE JUNCTION OF MALL DRIVE, TURN RIGHT ON MALL DRIVE FOR
 AI2630'0.3 MILE TO THE STATION ON THE RIGHT IN THE NORTH ANGLE OF THE
 AI2630'JUNCTION OF LACROSS ROAD.
 AI2630'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AI2630'LACROSS ROAD, 8.0 FEET WEST NORTHEAST CORNER OF A CONCRETE SLAB
 AI2630' FOR A CONCRETE BENCH FACING LACROSS ROAD, 41.0 FEET NORTHWEST OF
 AI2630'POWER POLE NUMBER 275486 WITH THREE GUY WIRES, 25.7 FEET NORTHEAST
 AI2630'OF THE CENTER OF LACROSS ROAD, 4.8 FEET NORTHEAST OF THE NORTHEAST
 AI2630'EDGE OF A SIDEWALK, 44.4 FEET NORTHWEST OF MANHOLE COVER IN THE
 AI2630'SIDEWALK, 42.6 FEET SOUTH OF A 2.0-FOOT DOUBLE-TRUNKED RIVER BIRCH.
 AI2630'RECOVERED BY A.W. ZUPAN.
 AI2630
 AI2630                          STATION RECOVERY (2005)
 AI2630
 AI2630'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 AI2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2631 ***********************************************************************
 AI2631  DESIGNATION -  8300B
 AI2631  PID         -  AI2631
 AI2631  STATE/COUNTY-  SC/CHARLESTON
 AI2631  USGS QUAD   -  LADSON (1979)
 AI2631
 AI2631                         *CURRENT SURVEY CONTROL
 AI2631  ___________________________________________________________________
 AI2631* NAD 83(2001)-  32 52 57.75914(N)    080 01 00.85482(W)     ADJUSTED  
 AI2631* NAVD 88     -         3.7    (meters)      12.     (feet)  GPS OBS   
 AI2631  ___________________________________________________________________
 AI2631  X           -     929,460.978 (meters)                     COMP
 AI2631  Y           -  -5,280,344.507 (meters)                     COMP
 AI2631  Z           -   3,443,026.326 (meters)                     COMP
 AI2631  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AI2631  ELLIP HEIGHT-         -29.18  (meters)          (03/13/03) GPS OBS
 AI2631  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AI2631
 AI2631  HORZ ORDER  -  FIRST
 AI2631  ELLP ORDER  -  FOURTH    CLASS II
 AI2631
 AI2631.The horizontal coordinates were established by GPS observations
 AI2631.and adjusted by the National Geodetic Survey in March 2003..
 AI2631
 AI2631.The orthometric height was determined by GPS observations and a
 AI2631.high-resolution geoid model.
 AI2631
 AI2631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2631
 AI2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2631
 AI2631.The ellipsoidal height was determined by GPS observations
 AI2631.and is referenced to NAD 83.
 AI2631
 AI2631.The geoid height was determined by GEOID03.
 AI2631
 AI2631;                    North         East     Units Scale Factor Converg.
 AI2631;SPC SC       -   116,814.000   701,583.070   MT  0.99988717   +0 32 42.1
 AI2631;SPC SC       -   383,248.03  2,301,781.73   iFT  0.99988717   +0 32 42.1
 AI2631;UTM  17      - 3,638,712.738   591,959.907   MT  0.99970427   +0 32 01.6
 AI2631
 AI2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2631!SPC SC       -   1.00000458  x   0.99988717  =   0.99989175
 AI2631!UTM  17      -   1.00000458  x   0.99970427  =   0.99970885
 AI2631
 AI2631:                Primary Azimuth Mark                     Grid Az
 AI2631:SPC SC       -  8300A                                    139 42 42.8
 AI2631:UTM  17      -  8300A                                    139 43 23.3
 AI2631
 AI2631|---------------------------------------------------------------------|
 AI2631| PID    Reference Object                     Distance      Geod. Az  |
 AI2631|                                                           dddmmss.s |
 AI2631| AI2630 8300A                               APPROX. 0.5 KM 1401524.9 |
 AI2631|---------------------------------------------------------------------|
 AI2631
 AI2631                          SUPERSEDED SURVEY CONTROL
 AI2631
 AI2631  NAD 83(1995)-  32 52 57.75919(N)    080 01 00.85520(W) AD(       ) 1
 AI2631  ELLIP H (12/20/99)  -29.17   (m)                       GP(       ) 4 1
 AI2631  NAD 83(1986)-  32 52 57.76939(N)    080 01 00.85807(W) AD(       ) 1
 AI2631
 AI2631.Superseded values are not recommended for survey control.
 AI2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2631.See file dsdata.txt to determine how the superseded data were derived.
 AI2631
 AI2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9196038713(NAD 83)
 AI2631_MARKER: DD = SURVEY DISK
 AI2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2631_SP_SET: CONCRETE POST
 AI2631_STAMPING: 8300B 1993
 AI2631_MARK LOGO: SCDHPT
 AI2631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2631+STABILITY: SURFACE MOTION
 AI2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2631+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 AI2631
 AI2631  HISTORY     - Date     Condition        Report By
 AI2631  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2631  HISTORY     - 20041206 GOOD             SCGS
 AI2631
 AI2631                          STATION DESCRIPTION
 AI2631
 AI2631'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2631'STATION IS LOCATED 1.9 MILES (3.1 KM) WEST OF MOUNT PLEASANT, AND 1.5
 AI2631'MILES (2.4 KM) SOUTHEAST OF CHARLESTON INTERNATIONAL AIRPORT.
 AI2631'OWNERSHIP--SCDOT- DIRECTOR OF PRECONSTRUCTION, P.O BOX 191 COLUMBIA,
 AI2631'SC, PHONE (803) 737-1350.  TO REACH THE STATION FROM THE ENTRANCE TO
 AI2631'THE NORTH CHARLESTON CITY HALL AT 4900 LACROSS RD., GO NORTH NORTHWEST
 AI2631'ON LACROSS RD.  FOR 0.25 MILE (0.40 KM) TO STATION ON LEFT.  STATION
 AI2631'IS FLUSH WITH GROUND AND SET IN AN IRREGULAR MASS OF CONCRETE, 37.0
 AI2631'FEET (11.3 M) WEST SOUTHWEST OF CENTERLINE OF LACROSS RD., 71.0 FEET
 AI2631'(21.6 M) EAST SOUTHEAST OF POWERLINE POLE NUMBER 406231, 3.0 FEET (0.9
 AI2631'M) SOUTH SOUTHEAST OF SOUTHEAST EDGE OF PAVED DRIVE, 16.8 FEET (5.1 M)
 AI2631'NORTHWEST OF SOUTHEAST END OF CONCRETE CULVERT, 3.0 FEET (0.9 M) EAST
 AI2631'NORTHEAST OF A WITNESS POST.
 AI2631
 AI2631                          STATION RECOVERY (2004)
 AI2631
 AI2631'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ)
 AI2631'STATION IS LOCATED 1.9 MILES SOUTHEAST OF THE CHARLESTON INTERNATIONAL
 AI2631'AIRPORT, 3.0 MILES NORTHWEST OF NORTH CHARLESTON,
 AI2631'9.35 MILES NORTH NORTHWEST OF CHARLESTON. OWNERSHIP--SCDOT, DIRECTOR
 AI2631'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AI2631'803-737-1350.
 AI2631'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526
 AI2631'(EXIT 18) AND U.S. HIGHWAYS 52 AND 78 (RIVERS AVENUE), 3.15 MILES
 AI2631'NORTHWEST OF NORTH CHARLESTON, GO SOUTHEAST ON HIGHWAYS 52 AND 78
 AI2631'FOR 0.5 MILE TO THE JUNCTION OF MALL DRIVE, TURN RIGHT ON MALL DRIVE
 AI2631'FOR 0.3 MILE TO THE JUNCTION OF LACROSS ROAD, TURN RIGHT ON LACROSS
 AI2631'ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT NEAR A CHAIN LINK FENCE
 AI2631'LINE FOR COBURG DAIRY.
 AI2631'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AI2631'LACROSS ROAD, 37.0 FEET WEST SOUTHWEST OF THE CENTER OF LACROSS ROAD,
 AI2631' 
 AI2631'71.0 FEET EAST SOUTHEAST OF A POWER POLE NUMBER 406231, 3.0 FEET SOUTH
 AI2631'SOUTHEAST OF THE SOUTHEAST EDGE OF A CLOSED PAVED ENTRANCE TO
 AI2631'COBURG DAIRY, 16.8 FEET NORTHWEST OF THE SOUTHEAST END OF A CONCRETE
 AI2631'PIPE CULVERT, 2.0 FEET NORTH NORTHWEST OF THE FENCE PARALLEL TO THE
 AI2631'ENTRANCE, 4.0 FEET WEST OF THE FENCE CORNER.
 AI2631'NOTE-FENCE IS 6.5 FEET TALL. A TALLER TRIPOD SETUP IS RECOMMENDED.
 AI2631'RECOVERED BY A.W. ZUPAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2632 ***********************************************************************
 AI2632  DESIGNATION -  8300C
 AI2632  PID         -  AI2632
 AI2632  STATE/COUNTY-  SC/CHARLESTON
 AI2632  USGS QUAD   -  LADSON (1979)
 AI2632
 AI2632                         *CURRENT SURVEY CONTROL
 AI2632  ___________________________________________________________________
 AI2632* NAD 83(2001)-  32 53 52.41361(N)    080 01 39.52697(W)     ADJUSTED  
 AI2632* NAVD 88     -        13.1    (meters)      43.     (feet)  GPS OBS   
 AI2632  ___________________________________________________________________
 AI2632  X           -     928,314.009 (meters)                     COMP
 AI2632  Y           -  -5,279,626.039 (meters)                     COMP
 AI2632  Z           -   3,444,445.296 (meters)                     COMP
 AI2632  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AI2632  ELLIP HEIGHT-         -19.69  (meters)          (03/13/03) GPS OBS
 AI2632  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AI2632
 AI2632  HORZ ORDER  -  FIRST
 AI2632  ELLP ORDER  -  FOURTH    CLASS II
 AI2632
 AI2632.The horizontal coordinates were established by GPS observations
 AI2632.and adjusted by the National Geodetic Survey in March 2003..
 AI2632
 AI2632.The orthometric height was determined by GPS observations and a
 AI2632.high-resolution geoid model.
 AI2632
 AI2632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2632
 AI2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2632
 AI2632.The ellipsoidal height was determined by GPS observations
 AI2632.and is referenced to NAD 83.
 AI2632
 AI2632.The geoid height was determined by GEOID03.
 AI2632
 AI2632;                    North         East     Units Scale Factor Converg.
 AI2632;SPC SC       -   118,487.923   700,562.164   MT  0.99988360   +0 32 20.7
 AI2632;SPC SC       -   388,739.90  2,298,432.30   iFT  0.99988360   +0 32 20.7
 AI2632;UTM  17      - 3,640,386.553   590,939.510   MT  0.99970197   +0 31 41.4
 AI2632
 AI2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2632!SPC SC       -   1.00000309  x   0.99988360  =   0.99988669
 AI2632!UTM  17      -   1.00000309  x   0.99970197  =   0.99970506
 AI2632
 AI2632:                Primary Azimuth Mark                     Grid Az
 AI2632:SPC SC       -  AIRPORT AZ MK                            301 13 35.5
 AI2632:UTM  17      -  AIRPORT AZ MK                            301 14 14.8
 AI2632
 AI2632|---------------------------------------------------------------------|
 AI2632| PID    Reference Object                     Distance      Geod. Az  |
 AI2632|                                                           dddmmss.s |
 AI2632| CK4445 AIRPORT AZ MK                       416.674 METERS 3014556.2 |
 AI2632|---------------------------------------------------------------------|
 AI2632
 AI2632                          SUPERSEDED SURVEY CONTROL
 AI2632
 AI2632  NAD 83(1995)-  32 53 52.41364(N)    080 01 39.52740(W) AD(       ) 1
 AI2632  ELLIP H (12/20/99)  -19.68   (m)                       GP(       ) 4 1
 AI2632  NAD 83(1986)-  32 53 52.42365(N)    080 01 39.52998(W) AD(       ) 1
 AI2632
 AI2632.Superseded values are not recommended for survey control.
 AI2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2632.See file dsdata.txt to determine how the superseded data were derived.
 AI2632
 AI2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9094040387(NAD 83)
 AI2632_MARKER: DD = SURVEY DISK
 AI2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2632_SP_SET: CONCRETE POST
 AI2632_STAMPING: 8300C 1993
 AI2632_MARK LOGO: SCDHPT
 AI2632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2632+STABILITY: SURFACE MOTION
 AI2632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2632+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2632
 AI2632  HISTORY     - Date     Condition        Report By
 AI2632  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2632
 AI2632                          STATION DESCRIPTION
 AI2632
 AI2632'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2632'STATION IS LOCATED 2.7 MILES (4.3 KM) NORTHWEST OF CHARLESTON, AND 0.3
 AI2632'MILE (0.5 KM) SOUTHEAST OF THE CHARLESTON INTERNATIONAL AIRPORT.
 AI2632'OWNERSHIP--SCDOT- DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI2632'COLUMBIA, SC 29202, (803) 737-1350.  TO REACH THE STATION FROM
 AI2632'JUNCTION OF INTERSTATE HIGHWAY 26 AND REMOUNT RD.  IN NORTH
 AI2632'CHARLESTON, GO SOUTHWEST ON REMOUNT RD FOR 0.5 MILE (0.8 KM) TO
 AI2632'STATION ON RIGHT.  STATION IS FLUSH WITH GROUND AND SET IN AN
 AI2632'IRREGULAR MASS OF CONCRETE, 51.0 FEET (15.5 M) WEST SOUTHWEST OF A
 AI2632'POWER LINE POLE NUMBER 295163, 45.0 FEET (13.7 M) NORTHEAST OF
 AI2632'NORTHEAST RAIL OF RAILROAD TRACK, 47.0 FEET (14.3 M) WEST NORTHWEST OF
 AI2632'CENTER OF REMOUNT RD., 40.6 FEET (12.4 M) NORTH NORTHEAST OF A
 AI2632'RAILROAD SIGNAL, 3.0 FEET (0.9 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2633 ***********************************************************************
 AI2633  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2633  DESIGNATION -  8300D
 AI2633  PID         -  AI2633
 AI2633  STATE/COUNTY-  SC/CHARLESTON
 AI2633  USGS QUAD   -  LADSON (1979)
 AI2633
 AI2633                         *CURRENT SURVEY CONTROL
 AI2633  ___________________________________________________________________
 AI2633* NAD 83(2001)-  32 55 02.10639(N)    080 01 40.94471(W)     ADJUSTED  
 AI2633* NAVD 88     -         9.98   (meters)      32.7    (feet)  GPS OBS   
 AI2633  ___________________________________________________________________
 AI2633  X           -     928,075.278 (meters)                     COMP
 AI2633  Y           -  -5,278,481.018 (meters)                     COMP
 AI2633  Z           -   3,446,246.071 (meters)                     COMP
 AI2633  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AI2633  ELLIP HEIGHT-         -22.84  (meters)          (10/01/04) GPS OBS
 AI2633  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AI2633
 AI2633  HORZ ORDER  -  FIRST
 AI2633  ELLP ORDER  -  FOURTH    CLASS I
 AI2633
 AI2633.The horizontal coordinates were established by GPS observations
 AI2633.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 AI2633
 AI2633.The orthometric height was determined by GPS observations and a
 AI2633.high-resolution geoid model using precise GPS observation and
 AI2633.processing techniques.
 AI2633
 AI2633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2633
 AI2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2633
 AI2633.The ellipsoidal height was determined by GPS observations
 AI2633.and is referenced to NAD 83.
 AI2633
 AI2633.The geoid height was determined by GEOID03.
 AI2633
 AI2633;                    North         East     Units Scale Factor Converg.
 AI2633;SPC SC       -   120,634.206   700,505.135   MT  0.99987915   +0 32 19.9
 AI2633;SPC SC       -   395,781.52  2,298,245.19   iFT  0.99987915   +0 32 19.9
 AI2633;UTM  17      - 3,642,532.462   590,882.895   MT  0.99970184   +0 31 41.6
 AI2633
 AI2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2633!SPC SC       -   1.00000359  x   0.99987915  =   0.99988274
 AI2633!UTM  17      -   1.00000359  x   0.99970184  =   0.99970542
 AI2633
 AI2633:                Primary Azimuth Mark                     Grid Az
 AI2633:SPC SC       -  8300E                                    332 32 11.2
 AI2633:UTM  17      -  8300E                                    332 32 49.5
 AI2633
 AI2633|---------------------------------------------------------------------|
 AI2633| PID    Reference Object                     Distance      Geod. Az  |
 AI2633|                                                           dddmmss.s |
 AI2633| AI2634 8300E                               426.677 METERS 3330431.1 |
 AI2633|---------------------------------------------------------------------|
 AI2633
 AI2633                          SUPERSEDED SURVEY CONTROL
 AI2633
 AI2633  NAD 83(2001)-  32 55 02.10577(N)    080 01 40.94502(W) AD(       ) 1
 AI2633  ELLIP H (03/13/03)  -22.83   (m)                       GP(       ) 4 2
 AI2633  NAD 83(1995)-  32 55 02.10580(N)    080 01 40.94545(W) AD(       ) 1
 AI2633  ELLIP H (12/20/99)  -22.83   (m)                       GP(       ) 4 1
 AI2633  NAD 83(1986)-  32 55 02.11572(N)    080 01 40.94820(W) AD(       ) 1
 AI2633
 AI2633.Superseded values are not recommended for survey control.
 AI2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2633.See file dsdata.txt to determine how the superseded data were derived.
 AI2633
 AI2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9088342532(NAD 83)
 AI2633_MARKER: DD = SURVEY DISK
 AI2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2633_SP_SET: CONCRETE POST
 AI2633_STAMPING: 8300D 1993
 AI2633_MARK LOGO: SCDHPT
 AI2633_PROJECTION: RECESSED 3 CENTIMETERS
 AI2633_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2633+STABILITY: SURFACE MOTION
 AI2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2633+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2003
 AI2633
 AI2633  HISTORY     - Date     Condition        Report By
 AI2633  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2633  HISTORY     - 20031125 GOOD             SCGS
 AI2633
 AI2633                          STATION DESCRIPTION
 AI2633
 AI2633'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2633'STATION IS LOCATED 3.5 MILES (5.6 KM) SOUTHWEST OF NORTH CHARLESTON,
 AI2633'AND 1.2 MILES (1.9 KM) NORTH OF CHARLESTON INTERNATIONAL AIRPORT.
 AI2633'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 AI2633'COLUMBIA, SC 29202, PHONE (803) 737-1350.  TO REACH THE STATION FROM
 AI2633'INTERCHANGE OF I-26 AND AVIATION AVE.  IN NORTH CHARLESTON, GO EAST
 AI2633'NORTHEAST AVIATION AVE.  FOR 0.25 MILE (0.40 KM) TO A T-ROAD.  TURN
 AI2633'LEFT, GO NORTH ON U.S.  HIGHWAY 52 (RIVER AVE.) FOR 0.95 MILE (1.53
 AI2633'KM) TO STATION ON LEFT AND ON THE WEST SIDE OF GRASS MEDIAN. STATION
 AI2633'IS FLUSH.  10.5 FEET (3.2 M) EAST EDGE OF THE SOUTH BOUND LANE OF U.S.
 AI2633'HIGHWAY 52, 102.5 FEET (31.2 M) NORTH NORTHWEST OF POWER LINE POLE
 AI2633'NUMBER 84290, 63.5 FEET (19.4 M) WEST OF WEST EDGE OF NORTHBOUND LANE
 AI2633'OF U.S.  HIGHWAY 52, 222.0 FEET (67.7 M) SOUTH SOUTHEAST OF POWER LINE
 AI2633'POLE NUMBER 84291, 130.0 FEET (39.6 M) NORTH NORTHWEST OF CENTER OF
 AI2633'EAGLE DRIVE, 2.0 FEET (0.6 M) WEST OF A WITNESS POST.
 AI2633
 AI2633                          STATION RECOVERY (2003)
 AI2633
 AI2633'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AI2633'STATION IS LOCATED IN HANAHAN, 11.35 MILES NORTH NORTHWEST OF
 AI2633'CHARLESTON.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AI2633'191, COLUMBIA, SC 29202,  PHONE 803-737-1350. TO REACH THE STATION
 AI2633'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT 209) AND STATE  ROAD
 AI2633'75 (ASHLEY PHOSPHATE ROAD), 4.3 MILES SOUTH SOUTHWEST OF GOOSE CREEK,
 AI2633'GO EAST  NORTHEAST ON ROAD 75 FOR 0.5 MILE TO THE JUNCTION OF U.S.
 AI2633'HIGHWAYS 52 AND 78 (RIVERS  AVENUE), TURN RIGHT ON HIGHWAYS 52 AND 78
 AI2633'FOR 1.5 MILES TO THE STATION ON THE LEFT  NEAR A POWER POLE IN THE
 AI2633'GRASSY MEDIAN, APPROXIMATELY 150 FEET NORTH NORTHWEST OF  THE EXTENDED
 AI2633'CENTER OF THE JUNCTION OF A PAVED ROAD RIGHT (EAGLE DRIVE). STATION IS
 AI2633'A CONCRETE POST RECESSED 0.1 FOOT AND 0.5 FOOT BELOW THE HIGHWAY, 11.8
 AI2633'FEET  WEST SOUTHWEST OF THE POWER POLE NUMBER 84290 WITH A SECURITY
 AI2633'LIGHT AND SEVEN GUY  WIRES, 27.0 FEET NORTH OF THE CENTER OF A
 AI2633'TURN-AROUND LANES OF THE HIGHWAY, 6.6 FEET  NORTHEAST OF THE EDGE OF
 AI2633'THE ASPHALT OF THE SOUTH BOUND LANES OF THE HIGHWAY, 11.2  FEET WEST
 AI2633'SOUTHWEST OF A  WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 AI2633'STATION 8300E. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2634 ***********************************************************************
 AI2634  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2634  DESIGNATION -  8300E
 AI2634  PID         -  AI2634
 AI2634  STATE/COUNTY-  SC/CHARLESTON
 AI2634  USGS QUAD   -  LADSON (1979)
 AI2634
 AI2634                         *CURRENT SURVEY CONTROL
 AI2634  ___________________________________________________________________
 AI2634* NAD 83(2001)-  32 55 14.45526(N)    080 01 48.38079(W)     ADJUSTED  
 AI2634* NAVD 88     -        10.90   (meters)      35.8    (feet)  GPS OBS   
 AI2634  ___________________________________________________________________
 AI2634  X           -     927,849.323 (meters)                     COMP
 AI2634  Y           -  -5,278,311.614 (meters)                     COMP
 AI2634  Z           -   3,446,565.913 (meters)                     COMP
 AI2634  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AI2634  ELLIP HEIGHT-         -21.92  (meters)          (10/01/04) GPS OBS
 AI2634  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AI2634
 AI2634  HORZ ORDER  -  FIRST
 AI2634  ELLP ORDER  -  FOURTH    CLASS I
 AI2634
 AI2634.The horizontal coordinates were established by GPS observations
 AI2634.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in October 2004..
 AI2634
 AI2634.The orthometric height was determined by GPS observations and a
 AI2634.high-resolution geoid model using precise GPS observation and
 AI2634.processing techniques.
 AI2634
 AI2634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2634
 AI2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2634
 AI2634.The ellipsoidal height was determined by GPS observations
 AI2634.and is referenced to NAD 83.
 AI2634
 AI2634.The geoid height was determined by GEOID03.
 AI2634
 AI2634;                    North         East     Units Scale Factor Converg.
 AI2634;SPC SC       -   121,012.753   700,308.382   MT  0.99987837   +0 32 15.8
 AI2634;SPC SC       -   397,023.47  2,297,599.68   iFT  0.99987837   +0 32 15.8
 AI2634;UTM  17      - 3,642,910.977   590,686.247   MT  0.99970140   +0 31 37.7
 AI2634
 AI2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2634!SPC SC       -   1.00000344  x   0.99987837  =   0.99988181
 AI2634!UTM  17      -   1.00000344  x   0.99970140  =   0.99970484
 AI2634
 AI2634:                Primary Azimuth Mark                     Grid Az
 AI2634:SPC SC       -  8300D                                    152 32 11.2
 AI2634:UTM  17      -  8300D                                    152 32 49.3
 AI2634
 AI2634|---------------------------------------------------------------------|
 AI2634| PID    Reference Object                     Distance      Geod. Az  |
 AI2634|                                                           dddmmss.s |
 AI2634| AI2633 8300D                               426.677 METERS 1530427.0 |
 AI2634|---------------------------------------------------------------------|
 AI2634
 AI2634                          SUPERSEDED SURVEY CONTROL
 AI2634
 AI2634  NAD 83(2001)-  32 55 14.45484(N)    080 01 48.38089(W) AD(       ) 1
 AI2634  ELLIP H (03/13/03)  -21.94   (m)                       GP(       ) 4 2
 AI2634  NAD 83(1995)-  32 55 14.45487(N)    080 01 48.38132(W) AD(       ) 1
 AI2634  ELLIP H (12/20/99)  -21.93   (m)                       GP(       ) 4 1
 AI2634  NAD 83(1986)-  32 55 14.46479(N)    080 01 48.38409(W) AD(       ) 1
 AI2634
 AI2634.Superseded values are not recommended for survey control.
 AI2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2634.See file dsdata.txt to determine how the superseded data were derived.
 AI2634
 AI2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9068642911(NAD 83)
 AI2634_MARKER: DD = SURVEY DISK
 AI2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2634_SP_SET: CONCRETE POST
 AI2634_STAMPING: 8300E 1993
 AI2634_MARK LOGO: SCDHPT
 AI2634_PROJECTION: FLUSH
 AI2634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2634+STABILITY: SURFACE MOTION
 AI2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2634+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 AI2634
 AI2634  HISTORY     - Date     Condition        Report By
 AI2634  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2634  HISTORY     - 20031104 GOOD             SCGS
 AI2634
 AI2634                          STATION DESCRIPTION
 AI2634
 AI2634'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2634'STATION IS LOCATED 3.8 MILES (6.1 KM) NORTHWEST OF NORTH CHARLESTON,
 AI2634'AND 2.5 MILES (4.0 KM) NORTH OF THE CHARLESTON INTERNATIONAL AIRPORT.
 AI2634'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O BOX 191, COLUMBIA,
 AI2634'SC 29202, PHONE (803) 737-1350.  TO REACH THE STATION FROM INTERCHANGE
 AI2634'OF INTERSTATE HIGHWAY 26 AND AVIATION AVE.  IN NORTH CHARLESTON, GO
 AI2634'EAST NORTHEAST ON AVIATION AVE.  FOR 0.25 MILE (0.40 KM) TO T-ROAD,
 AI2634'TURN LEFT, GO NORTH ON U.S.  HIGHWAY 52 (RIVERS AVE.) FOR 1.25 MILES
 AI2634'(2.01 KM) TO FORK (MIDLAND PARK ROAD) .  STATION IS , 9.0 FEET (2.7 M)
 AI2634'EAST NORTHEAST OF EAST EDGE OF SOUTH BOUND LANE OF U.S.  HIGHWAY 52,
 AI2634'37.0 FEET (11.3 M) NORTHWEST OF POWER LINE POLE NUMBER 84295, 23.0
 AI2634'FEET (7.0 M) WEST NORTHWEST OF METAL TRAFFIC POLE WITH ELECTRIC METER,
 AI2634'10.5 FEET (3.2 M) WEST SOUTHWEST OF A WITNESS POST.
 AI2634
 AI2634                          STATION RECOVERY (2003)
 AI2634
 AI2634'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 AI2634'STATION IS LOCATED IN HANAHAN, 11.6 MILES NORTH NORTHWEST OF
 AI2634'CHARLESTON.   OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 AI2634'191, COLUMBIA, SC 29202,  PHONE 803-737-1350. TO REACH THE STATION
 AI2634'FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT 209) AND STATE  ROAD
 AI2634'75 (ASHLEY PHOSPHATE ROAD), 4.3 MILES SOUTH SOUTHWEST OF GOOSE CREEK,
 AI2634'GO EAST  NORTHEAST ON ROAD 75 FOR 0.5 MILE TO THE JUNCTION OF U.S.
 AI2634'HIGHWAYS 52 AND 78 (RIVERS  AVENUE), TURN RIGHT ON HIGHWAYS 52 AND 78
 AI2634'FOR 1.25 MILES TO THE STATION ON THE LEFT IN A  GRASSY AREA AT THE
 AI2634'EXTENDED CENTER OF MIDLAND PARK ROAD RIGHT. STATION IS A CONCRETE POST
 AI2634'FLUSH WITH THE GROUND AND LEVEL WITH THE  HIGHWAYS, 33.8 FEET
 AI2634'NORTHWEST OF A POWER LINE STUB POLE WITH TWO GUY WIRES  AND AN
 AI2634'ELECTRICAL BOX ATTACHED, 36.8 FEET WEST NORTHWEST OF POWER POLE
 AI2634'NUMBER 84295 WITH THREE GUY WIRES AND A TRANSFORMER, 8.8 FEET EAST
 AI2634'NORTHEAST OF THE EAST EDGE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 AI2634'36.7 FEET  NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE FOUNDATION
 AI2634'OF A METAL  TRAFFIC METER CONTROL BOX, 16.0 FEET SOUTHWEST OF THE
 AI2634'SOUTHWEST EDGE OF A  CROSSOVER LANE LEADING TO MIDLAND PARK ROAD.
 AI2634'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 8300D. RECOVERED BY
 AI2634'T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2635 ***********************************************************************
 AI2635  DESIGNATION -  8300F
 AI2635  PID         -  AI2635
 AI2635  STATE/COUNTY-  SC/CHARLESTON
 AI2635  USGS QUAD   -  LADSON (1979)
 AI2635
 AI2635                         *CURRENT SURVEY CONTROL
 AI2635  ___________________________________________________________________
 AI2635* NAD 83(2001)-  32 56 03.57967(N)    080 02 58.70344(W)     ADJUSTED  
 AI2635* NAVD 88     -        11.9    (meters)      39.     (feet)  GPS OBS   
 AI2635  ___________________________________________________________________
 AI2635  X           -     925,907.730 (meters)                     COMP
 AI2635  Y           -  -5,277,818.315 (meters)                     COMP
 AI2635  Z           -   3,447,836.754 (meters)                     COMP
 AI2635  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AI2635  ELLIP HEIGHT-         -20.81  (meters)          (03/13/03) GPS OBS
 AI2635  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AI2635
 AI2635  HORZ ORDER  -  FIRST
 AI2635  ELLP ORDER  -  FOURTH    CLASS II
 AI2635
 AI2635.The horizontal coordinates were established by GPS observations
 AI2635.and adjusted by the National Geodetic Survey in March 2003..
 AI2635
 AI2635.The orthometric height was determined by GPS observations and a
 AI2635.high-resolution geoid model.
 AI2635
 AI2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2635
 AI2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2635
 AI2635.The ellipsoidal height was determined by GPS observations
 AI2635.and is referenced to NAD 83.
 AI2635
 AI2635.The geoid height was determined by GEOID03.
 AI2635
 AI2635;                    North         East     Units Scale Factor Converg.
 AI2635;SPC SC       -   122,508.878   698,467.616   MT  0.99987531   +0 31 36.8
 AI2635;SPC SC       -   401,932.01  2,291,560.42   iFT  0.99987531   +0 31 36.8
 AI2635;UTM  17      - 3,644,407.169   588,846.077   MT  0.99969733   +0 31 00.2
 AI2635
 AI2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2635!SPC SC       -   1.00000327  x   0.99987531  =   0.99987858
 AI2635!UTM  17      -   1.00000327  x   0.99969733  =   0.99970060
 AI2635
 AI2635:                Primary Azimuth Mark                     Grid Az
 AI2635:SPC SC       -  8300G                                    340 30 24.3
 AI2635:UTM  17      -  8300G                                    340 31 00.9
 AI2635
 AI2635|---------------------------------------------------------------------|
 AI2635| PID    Reference Object                     Distance      Geod. Az  |
 AI2635|                                                           dddmmss.s |
 AI2635| AI2636 8300G                               483.208 METERS 3410201.1 |
 AI2635|---------------------------------------------------------------------|
 AI2635
 AI2635                          SUPERSEDED SURVEY CONTROL
 AI2635
 AI2635  NAD 83(1995)-  32 56 03.57970(N)    080 02 58.70388(W) AD(       ) 1
 AI2635  ELLIP H (12/20/99)  -20.80   (m)                       GP(       ) 4 1
 AI2635  NAD 83(1986)-  32 56 03.58954(N)    080 02 58.70684(W) AD(       ) 1
 AI2635
 AI2635.Superseded values are not recommended for survey control.
 AI2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2635.See file dsdata.txt to determine how the superseded data were derived.
 AI2635
 AI2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8884644407(NAD 83)
 AI2635_MARKER: DD = SURVEY DISK
 AI2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2635_SP_SET: CONCRETE POST
 AI2635_STAMPING: 8300F 1993
 AI2635_MARK LOGO: SCDHPT
 AI2635_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2635+STABILITY: SURFACE MOTION
 AI2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2635+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2635
 AI2635  HISTORY     - Date     Condition        Report By
 AI2635  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2635  HISTORY     - 20051215 MARK NOT FOUND   SCGS
 AI2635
 AI2635                          STATION DESCRIPTION
 AI2635
 AI2635'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2635'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTHWEST OF CHARLESTON, AND 4.4
 AI2635'MILES (7.1 KM) SOUTH OF GOOSE CREEK.  OWNERSHIP--SCDOT- DIRECTOR OF
 AI2635'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE (803)
 AI2635'737-1350.  TO REACH THE STATION FROM INTERCHANGE 209 OF INTERSTATE
 AI2635'HIGHWAY 26 AND ASHLEY PHOSPHATE ROAD ABOUT 2.5 MILES (4.0 KM) NORTH OF
 AI2635'CHARLESTON INTERNATIONAL AIRPORT, GO NORTHWEST ON ASHLEY PHOSPHATE
 AI2635'ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION ON LEFT.  STATION IS FLUSH
 AI2635'WITH GROUND AND SET IN AN IRREGULAR MASS OF CONCRETE, 4.6 FEET (1.4 M)
 AI2635'SOUTH OF SOUTH EDGE OF SIDEWALK, 20.0 FEET (6.1 M) WEST OF A GUY POLE,
 AI2635'5.5 FEET (1.7 M) WEST SOUTHWEST OF CENTER OF SOUTHERN BELL M,2.3 FEET
 AI2635'NORTH NORTHEAST OF A WITNESS POST.
 AI2635
 AI2635                          STATION RECOVERY (2005)
 AI2635
 AI2635'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (SW)
 AI2635'STATION WAS REPORTED TO SCGS AS BEING NOT RECOVERED BY A PRIVATE LAND
 AI2635'SURVEYOR, NEW CONSTRUCTION IN THE AREA HAS PROBABLY DESTROYED THIS
 AI2635'STATION.
 AI2635' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2636 ***********************************************************************
 AI2636  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2636  DESIGNATION -  8300G
 AI2636  PID         -  AI2636
 AI2636  STATE/COUNTY-  SC/CHARLESTON
 AI2636  USGS QUAD   -  LADSON (1979)
 AI2636
 AI2636                         *CURRENT SURVEY CONTROL
 AI2636  ___________________________________________________________________
 AI2636* NAD 83(2001)-  32 56 18.41333(N)    080 03 04.74907(W)     ADJUSTED  
 AI2636* NAVD 88     -         8.76   (meters)      28.7    (feet)  GPS OBS   
 AI2636  ___________________________________________________________________
 AI2636  X           -     925,709.642 (meters)                     COMP
 AI2636  Y           -  -5,277,598.050 (meters)                     COMP
 AI2636  Z           -   3,448,218.517 (meters)                     COMP
 AI2636  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AI2636  ELLIP HEIGHT-         -24.05  (meters)          (06/08/06) GPS OBS
 AI2636  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AI2636
 AI2636  HORZ ORDER  -  FIRST
 AI2636  ELLP ORDER  -  FOURTH    CLASS I
 AI2636
 AI2636.The horizontal coordinates were established by GPS observations
 AI2636.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2006..
 AI2636
 AI2636.The orthometric height was determined by GPS observations and a
 AI2636.high-resolution geoid model using precise GPS observation and
 AI2636.processing techniques.
 AI2636
 AI2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2636
 AI2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2636
 AI2636.The ellipsoidal height was determined by GPS observations
 AI2636.and is referenced to NAD 83.
 AI2636
 AI2636.The geoid height was determined by GEOID03.
 AI2636
 AI2636;                    North         East     Units Scale Factor Converg.
 AI2636;SPC SC       -   122,964.332   698,306.392   MT  0.99987440   +0 31 33.4
 AI2636;SPC SC       -   403,426.29  2,291,031.47   iFT  0.99987440   +0 31 33.4
 AI2636;UTM  17      - 3,644,862.571   588,684.962   MT  0.99969697   +0 30 57.1
 AI2636
 AI2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2636!SPC SC       -   1.00000378  x   0.99987440  =   0.99987818
 AI2636!UTM  17      -   1.00000378  x   0.99969697  =   0.99970074
 AI2636
 AI2636:                Primary Azimuth Mark                     Grid Az
 AI2636:SPC SC       -  8300F                                    160 30 24.4
 AI2636:UTM  17      -  8300F                                    160 31 00.7
 AI2636
 AI2636|---------------------------------------------------------------------|
 AI2636| PID    Reference Object                     Distance      Geod. Az  |
 AI2636|                                                           dddmmss.s |
 AI2636| AI2635 8300F                               483.208 METERS 1610157.8 |
 AI2636| DI0387 MAZYCK                              APPROX. 0.5 KM 1630327.7 |
 AI2636|---------------------------------------------------------------------|
 AI2636
 AI2636                          SUPERSEDED SURVEY CONTROL
 AI2636
 AI2636  NAD 83(2001)-  32 56 18.41365(N)    080 03 04.74782(W) AD(       ) 1
 AI2636  ELLIP H (03/13/03)  -23.98   (m)                       GP(       ) 4 2
 AI2636  NAD 83(1995)-  32 56 18.41366(N)    080 03 04.74826(W) AD(       ) 1
 AI2636  ELLIP H (12/20/99)  -23.98   (m)                       GP(       ) 4 1
 AI2636  NAD 83(1986)-  32 56 18.42349(N)    080 03 04.75130(W) AD(       ) 1
 AI2636
 AI2636.Superseded values are not recommended for survey control.
 AI2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2636.See file dsdata.txt to determine how the superseded data were derived.
 AI2636
 AI2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8868544863(NAD 83)
 AI2636_MARKER: DD = SURVEY DISK
 AI2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2636_SP_SET: CONCRETE POST
 AI2636_STAMPING: 8300G 1993
 AI2636_MARK LOGO: SCDHPT
 AI2636_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2636+STABILITY: SURFACE MOTION
 AI2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2636+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 AI2636
 AI2636  HISTORY     - Date     Condition        Report By
 AI2636  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2636  HISTORY     - 20060115 GOOD             SCGS
 AI2636
 AI2636                          STATION DESCRIPTION
 AI2636
 AI2636'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2636'STATION IS LOCATED 4.75 MILES (7.64 KM) NORTHWEST OF NORTH CHARLESTON,
 AI2636'AND 3.85 MILES (6.20 KM) SOUTH OF GOOSE CREEK.  OWNERSHIP--SCDOT,
 AI2636'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI2636'(803) 737-1350.  TO REACH THE STATION FROM INTERCHANGE 209 OF
 AI2636'INTERSTATE HIGHWAY 26 AND ASHLEY PHOSPHATE ROAD, ABOUT 2.5 MILES (4.0
 AI2636'KM) NORTH OF CHARLESTON INTERNATIONAL AIRPORT, GO NORTHWEST ON ASHLEY
 AI2636'PHOSPHATE ROAD FOR O.1 MILE TO SIDE ROAD RIGHT.  TURN RIGHT, GO NORTH
 AI2636'ON NORTHSIDE DRIVE (S-10 2478) FOR 0.3 MILE (0.5 KM) TO THE STATION ON
 AI2636'LEFT AT 7481 NORTHSIDE DRIVE.  STATION IS FLUSH WITH GROUND AND SET IN
 AI2636'AN IRREGULAR MASS OF CONCRETE, 33.0 FEET (10.1 M) SOUTH OF CENTER OF
 AI2636'NORTH TREE LN., 33.3 FEET (10.1 M) WEST OF CENTER LINE OF NORTHSIDE
 AI2636'DRIVE, 56.2 FEET (17.1 M) NORTH OF POWER LINE POLE NUMBER 308028 WITH
 AI2636'STREET LAMP, 11.7 FEET (3.6 M) SOUTHEAST OF A WITNESS POST.
 AI2636
 AI2636                          STATION RECOVERY (2006)
 AI2636
 AI2636'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (DDW)
 AI2636'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2637 ***********************************************************************
 AI2637  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2637  DESIGNATION -  8300H
 AI2637  PID         -  AI2637
 AI2637  STATE/COUNTY-  SC/CHARLESTON
 AI2637  USGS QUAD   -  LADSON (1979)
 AI2637
 AI2637                         *CURRENT SURVEY CONTROL
 AI2637  ___________________________________________________________________
 AI2637* NAD 83(2001)-  32 58 03.64578(N)    080 04 18.71284(W)     ADJUSTED  
 AI2637* NAVD 88     -        10.81   (meters)      35.5    (feet)  GPS OBS   
 AI2637  ___________________________________________________________________
 AI2637  X           -     923,513.388 (meters)                     COMP
 AI2637  Y           -  -5,276,194.455 (meters)                     COMP
 AI2637  Z           -   3,450,939.977 (meters)                     COMP
 AI2637  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AI2637  ELLIP HEIGHT-         -21.88  (meters)          (03/13/03) GPS OBS
 AI2637  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AI2637
 AI2637  HORZ ORDER  -  FIRST
 AI2637  ELLP ORDER  -  FOURTH    CLASS II
 AI2637
 AI2637.The horizontal coordinates were established by GPS observations
 AI2637.and adjusted by the National Geodetic Survey in March 2003..
 AI2637
 AI2637.The orthometric height was determined by GPS observations and a
 AI2637.high-resolution geoid model using precise GPS observation and
 AI2637.processing techniques.
 AI2637
 AI2637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2637
 AI2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2637
 AI2637.The ellipsoidal height was determined by GPS observations
 AI2637.and is referenced to NAD 83.
 AI2637
 AI2637.The geoid height was determined by GEOID03.
 AI2637
 AI2637;                    North         East     Units Scale Factor Converg.
 AI2637;SPC SC       -   126,188.189   696,356.228   MT  0.99986808   +0 30 52.4
 AI2637;SPC SC       -   414,003.24  2,284,633.29   iFT  0.99986808   +0 30 52.4
 AI2637;UTM  17      - 3,648,086.192   586,735.692   MT  0.99969276   +0 30 18.3
 AI2637
 AI2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2637!SPC SC       -   1.00000344  x   0.99986808  =   0.99987151
 AI2637!UTM  17      -   1.00000344  x   0.99969276  =   0.99969619
 AI2637
 AI2637:                Primary Azimuth Mark                     Grid Az
 AI2637:SPC SC       -  8300I                                    332 57 44.0
 AI2637:UTM  17      -  8300I                                    332 58 18.1
 AI2637
 AI2637|---------------------------------------------------------------------|
 AI2637| PID    Reference Object                     Distance      Geod. Az  |
 AI2637|                                                           dddmmss.s |
 AI2637| AI2638 8300I                               APPROX. 0.5 KM 3332836.4 |
 AI2637|---------------------------------------------------------------------|
 AI2637
 AI2637                          SUPERSEDED SURVEY CONTROL
 AI2637
 AI2637  NAD 83(1995)-  32 58 03.64574(N)    080 04 18.71327(W) AD(       ) 1
 AI2637  ELLIP H (12/20/99)  -21.87   (m)                       GP(       ) 4 1
 AI2637  NAD 83(1986)-  32 58 03.65557(N)    080 04 18.71644(W) AD(       ) 1
 AI2637
 AI2637.Superseded values are not recommended for survey control.
 AI2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2637.See file dsdata.txt to determine how the superseded data were derived.
 AI2637
 AI2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8673648086(NAD 83)
 AI2637_MARKER: DD = SURVEY DISK
 AI2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2637_SP_SET: CONCRETE POST
 AI2637_STAMPING: 8300H 1993
 AI2637_MARK LOGO: SCDHPT
 AI2637_PROJECTION: FLUSH
 AI2637_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2637+STABILITY: SURFACE MOTION
 AI2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2637+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 AI2637
 AI2637  HISTORY     - Date     Condition        Report By
 AI2637  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2637  HISTORY     - 20020827 GOOD             SCGS
 AI2637
 AI2637                          STATION DESCRIPTION
 AI2637
 AI2637'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2637'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHWEST OF GOOSE CREEK, AND
 AI2637'2.0 MILES (3.2 KM) SOUTHEAST OF LADSON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AI2637'PRECONSTRUCTION, P.O BOX 191, COLUMBIA, SC 29202, PHONE (803)
 AI2637'737-1350.  TO REACH THE STATION FROM INTERCHANGE 205 OF INTERSTATE
 AI2637'HIGHWAY 26 AND U.S.  HIGHWAY 78, ABOUT 5.5 MILES (8.9 KM) NORTH OF THE
 AI2637'CHARLESTON INTERNATIONAL AIRPORT, GO SOUTHEAST ON HIGHWAY 78 FOR 0.9
 AI2637'MILE (1.4 KM) TO A SIDE ROAD RIGHT, TURN RIGHT, GO SOUTHWEST ON SHADOW
 AI2637'LANE FOR 0.75 MILE (1.21 KM) TO T-ROAD.  TURN LEFT, GO SOUTHEAST ON
 AI2637'SALAMANDER DRIVE FOR 0.2 MILE (0.3 KM) TO STATION ON THE RIGHT AT 8933
 AI2637'SALAMANDER DRIVE.  STATION IS FLUSH WITH GROUND AND SET IN AN
 AI2637'IRREGULAR MASS ON CONCRETE 73.0 FEET (22.3 M) NORTH NORTHWEST OF
 AI2637'CENTER LINE OF EDBILLELLIS ROAD (S-10-1673) , 11.5 FEET (3.5 M) WEST
 AI2637'SOUTHWEST OF CENTERLINE OF SALAMANDER DRIVE, 15.0 FEET (4.6 M)
 AI2637'SOUTHEAST OF SOUTH END OF CONCRETE CULVERT, AND 10.5 FEET (3.2 M)
 AI2637'NORTHEAST OF A WITNESS POST.
 AI2637
 AI2637                          STATION RECOVERY (2002)
 AI2637
 AI2637'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AI2637'STATION IS LOCATED 2.4 MILES WEST SOUTHWEST OF GOOSE CREEK, 15.6 MILES
 AI2637'NORTH
 AI2637'NORTHWEST OF CHARLESTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AI2637'PRECONSTRUCTION, P.O. BOX 191,
 AI2637'COLUMBIA, SC 29202,  PHONE 803-737-1350.
 AI2637'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 AI2637'205) AND U.S.
 AI2637'HIGHWAY 78, 2.55 MILES WEST OF GOOSE CREEK, GO SOUTHEAST ON HIGHWAY 78
 AI2637'FOR 0.9 MILE TO
 AI2637'THE JUNCTION OF STATE ROAD 1226 (SHADOW LANE), TURN RIGHT ON ROAD 1226
 AI2637'FOR 0.75 MILE TO
 AI2637'THE JUNCTION OF SALAMANDER DRIVE, TURN LEFT ON SALAMANDER DRIVE FOR
 AI2637'0.2 MILE TO THE
 AI2637'STATION ON THE RIGHT NEAR A CHAIN LINK FENCE IN FRONT OF A MODULAR
 AI2637'HOME NUMBER 8933.
 AI2637'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AI2637'ROAD, 11.7 FEET
 AI2637'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 15.3 FEET SOUTHEAST OF THE
 AI2637'SOUTH END OF A
 AI2637'1.5-FOOT CONCRETE PIPE CULVERT BENEATH A CONCRETE DRIVEWAY TO THE
 AI2637'HOME, 19.7 FEET EAST
 AI2637'SOUTHEAST OF THE NORTHEAST METAL CORNER POST OF THE FENCE, 14.9 FEET
 AI2637'EAST SOUTHEAST
 AI2637'OF A SMALL METAL WATER METER COVER, 72.6 FEET NORTH NORTHWEST OF THE
 AI2637'CENTER OF
 AI2637'EDBILLELLIS ROAD, 10.9 FEET EAST NORTHEAST OF A WITNESS POST.
 AI2637'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 8300I.
 AI2637'RECOVERED BY T. HALL.
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637' 
 AI2637'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2638 ***********************************************************************
 AI2638  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2638  DESIGNATION -  8300I
 AI2638  PID         -  AI2638
 AI2638  STATE/COUNTY-  SC/CHARLESTON
 AI2638  USGS QUAD   -  LADSON (1979)
 AI2638
 AI2638                         *CURRENT SURVEY CONTROL
 AI2638  ___________________________________________________________________
 AI2638* NAD 83(2001)-  32 58 19.55111(N)    080 04 28.13040(W)     ADJUSTED  
 AI2638* NAVD 88     -        12.21   (meters)      40.1    (feet)  GPS OBS   
 AI2638  ___________________________________________________________________
 AI2638  X           -     923,226.729 (meters)                     COMP
 AI2638  Y           -  -5,275,975.112 (meters)                     COMP
 AI2638  Z           -   3,451,351.818 (meters)                     COMP
 AI2638  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AI2638  ELLIP HEIGHT-         -20.48  (meters)          (03/13/03) GPS OBS
 AI2638  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AI2638
 AI2638  HORZ ORDER  -  FIRST
 AI2638  ELLP ORDER  -  FOURTH    CLASS II
 AI2638
 AI2638.The horizontal coordinates were established by GPS observations
 AI2638.and adjusted by the National Geodetic Survey in March 2003..
 AI2638
 AI2638.The orthometric height was determined by GPS observations and a
 AI2638.high-resolution geoid model using precise GPS observation and
 AI2638.processing techniques.
 AI2638
 AI2638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2638
 AI2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2638
 AI2638.The ellipsoidal height was determined by GPS observations
 AI2638.and is referenced to NAD 83.
 AI2638
 AI2638.The geoid height was determined by GEOID03.
 AI2638
 AI2638;                    North         East     Units Scale Factor Converg.
 AI2638;SPC SC       -   126,675.902   696,107.321   MT  0.99986715   +0 30 47.2
 AI2638;SPC SC       -   415,603.35  2,283,816.67   iFT  0.99986715   +0 30 47.2
 AI2638;UTM  17      - 3,648,573.860   586,486.909   MT  0.99969223   +0 30 13.4
 AI2638
 AI2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2638!SPC SC       -   1.00000322  x   0.99986715  =   0.99987036
 AI2638!UTM  17      -   1.00000322  x   0.99969223  =   0.99969544
 AI2638
 AI2638:                Primary Azimuth Mark                     Grid Az
 AI2638:SPC SC       -  8300H                                    152 57 44.1
 AI2638:UTM  17      -  8300H                                    152 58 17.9
 AI2638
 AI2638|---------------------------------------------------------------------|
 AI2638| PID    Reference Object                     Distance      Geod. Az  |
 AI2638|                                                           dddmmss.s |
 AI2638| AI2637 8300H                               APPROX. 0.5 KM 1532831.3 |
 AI2638|---------------------------------------------------------------------|
 AI2638
 AI2638                          SUPERSEDED SURVEY CONTROL
 AI2638
 AI2638  NAD 83(1995)-  32 58 19.55103(N)    080 04 28.13082(W) AD(       ) 1
 AI2638  ELLIP H (12/20/99)  -20.47   (m)                       GP(       ) 4 1
 AI2638  NAD 83(1986)-  32 58 19.56080(N)    080 04 28.13420(W) AD(       ) 1
 AI2638
 AI2638.Superseded values are not recommended for survey control.
 AI2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2638.See file dsdata.txt to determine how the superseded data were derived.
 AI2638
 AI2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8648748574(NAD 83)
 AI2638_MARKER: DD = SURVEY DISK
 AI2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2638_SP_SET: CONCRETE POST
 AI2638_STAMPING: 8300I 1993
 AI2638_MARK LOGO: SCDHPT
 AI2638_PROJECTION: FLUSH
 AI2638_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2638+STABILITY: SURFACE MOTION
 AI2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2638+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 AI2638
 AI2638  HISTORY     - Date     Condition        Report By
 AI2638  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2638  HISTORY     - 20020827 GOOD             SCGS
 AI2638
 AI2638                          STATION DESCRIPTION
 AI2638
 AI2638'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2638'STATION IS LOCATED 2.7 MILES (4.3 KM) SOUTHWEST OF GOOSE CREEK, AND
 AI2638'2.0 MILES (3.2 KM) SOUTHEAST OF LADSON.  OWNERSHIP--SCDOT, DIREECTOR
 AI2638'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE (803)
 AI2638'737-1350.  TO REACH THE STATION FROM INTERCHANGE 205 OF INTERSTATE
 AI2638'HIGHWAY 26 AND U.S.  HIGHWAY 78, ABOUT 5.5 MILES (8.9 KM) NORTH OF THE
 AI2638'CHARLESTON INTERNATIONAL AIRPORT, GO SOUTHEAST ON HIGHWAY 78
 AI2638'(UNIVERSITY BLVD) FOR 0.9 MILE (1.4 KM) TO A SIDE ROAD RIGHT.  TURN
 AI2638'RIGHT, GO SOUTHWEST ON SHADOW LANE (S-10-1226) FOR 0.75 MILE (1.21 KM)
 AI2638'TO A T-ROAD.  TURN RIGHT, GO NORTHWEST ON SALAMANDER DRIVE FOR 0.1
 AI2638'MILE (0.2 KM) TO END OF PAVED ROAD, SOUTH CAROLINA ELECTRIC AND GAS
 AI2638'SUBSTATION AND THE STATION ON RIGHT.  STATION IS FLUSH WITH GROUND AND
 AI2638'SET IN AN IRREGULAR MASS OF CONCRETE, 32.5 FEET (9.9 M) NORTH OF NORTH
 AI2638'END OF PAVED ROAD (SALAMANDER DRIVE) , 13.0 FEET (4.0 M) NORTH
 AI2638'NORTHWEST OF END OF CONCRETE CULVERT, 25.2 FEET (7.7 M) SOUTHEAST OF
 AI2638'CENTER OF GATE TO SUB-STATION.  39.0 FEET (11.9 M) NORTHEAST OF POWER
 AI2638'LINE POLE NUMBER 258544, 23.6 FEET (7.2 M) NORTHWEST OF POWER LINE
 AI2638'POLE NUMBER 258525, 22.7 FEET (6.9 M) NORTHWEST OF A WITNESS POST.
 AI2638
 AI2638                          STATION RECOVERY (2002)
 AI2638
 AI2638'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AI2638'STATION IS LOCATED 2.5 MILES WEST SOUTHWEST OF GOOSE CREEK, 15.95
 AI2638'MILES NORTH
 AI2638'NORTHWEST OF CHARLESTON. OWNERSHIP--SCDOT, DIRECTOR OF
 AI2638'PRECONSTRUCTION, P.O. BOX 191,
 AI2638'COLUMBIA, SC 29202,  PHONE 803-737-1350.
 AI2638'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 AI2638'205) AND U.S.
 AI2638'HIGHWAY 78, 2.55 MILES WEST OF GOOSE CREEK, GO SOUTHEAST ON HIGHWAY 78
 AI2638'FOR 0.9 MILE TO
 AI2638'THE JUNCTION OF STATE ROAD 1226 (SHADOW LANE), TURN RIGHT ON ROAD 1226
 AI2638'FOR 0.75 MILE TO
 AI2638'THE JUNCTION OF SALAMANDER DRIVE, TURN RIGHT ON SALMANDER DRIVE FOR
 AI2638'0.15 MILE TO
 AI2638'THE STATION AT THE END OF PAVEMENT AT A LOCKED GATE FOR A SOUTH
 AI2638'CAROLINA ELECTRIC AND
 AI2638'GAS SUBSTATION.
 AI2638'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 AI2638'ROAD, 12.0 FEET
 AI2638'NORTH NORTHWEST OF THE EAST END OF A 2.0-FOOT CONCRETE PIPE CULVERT
 AI2638'BENEATH THE
 AI2638'PAVED ROAD, 23.4 FEET NORTHWEST OF A POWER POLE NUMBER 258552 WITH
 AI2638'FOUR GUY WIRES,
 AI2638'1.3 FEET SOUTH SOUTHEAST OF THE EAST METAL GATE POST, 25.0 FEET
 AI2638'NORTHEAST OF A METAL
 AI2638'WATER METER COVER.
 AI2638'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 8300H.
 AI2638'RECOVERED BY T. HALL.
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638' 
 AI2638'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2640 ***********************************************************************
 AI2640  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2640  DESIGNATION -  8300J
 AI2640  PID         -  AI2640
 AI2640  STATE/COUNTY-  SC/BERKELEY
 AI2640  USGS QUAD   -  LADSON (1979)
 AI2640
 AI2640                         *CURRENT SURVEY CONTROL
 AI2640  ___________________________________________________________________
 AI2640* NAD 83(2001)-  32 59 33.51266(N)    080 05 57.28466(W)     ADJUSTED  
 AI2640* NAVD 88     -        14.07   (meters)      46.2    (feet)  GPS OBS   
 AI2640  ___________________________________________________________________
 AI2640  X           -     920,733.204 (meters)                     COMP
 AI2640  Y           -  -5,275,153.369 (meters)                     COMP
 AI2640  Z           -   3,453,264.171 (meters)                     COMP
 AI2640  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AI2640  ELLIP HEIGHT-         -18.54  (meters)          (03/13/03) GPS OBS
 AI2640  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 AI2640
 AI2640  HORZ ORDER  -  FIRST
 AI2640  ELLP ORDER  -  FOURTH    CLASS II
 AI2640
 AI2640.The horizontal coordinates were established by GPS observations
 AI2640.and adjusted by the National Geodetic Survey in March 2003..
 AI2640
 AI2640.The orthometric height was determined by GPS observations and a
 AI2640.high-resolution geoid model using precise GPS observation and
 AI2640.processing techniques.
 AI2640
 AI2640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2640
 AI2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2640
 AI2640.The ellipsoidal height was determined by GPS observations
 AI2640.and is referenced to NAD 83.
 AI2640
 AI2640.The geoid height was determined by GEOID03.
 AI2640
 AI2640;                    North         East     Units Scale Factor Converg.
 AI2640;SPC SC       -   128,933.567   693,772.759   MT  0.99986289   +0 29 57.8
 AI2640;SPC SC       -   423,010.39  2,276,157.35   iFT  0.99986289   +0 29 57.8
 AI2640;UTM  17      - 3,650,831.501   584,153.116   MT  0.99968732   +0 29 25.9
 AI2640
 AI2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2640!SPC SC       -   1.00000291  x   0.99986289  =   0.99986580
 AI2640!UTM  17      -   1.00000291  x   0.99968732  =   0.99969023
 AI2640
 AI2640                          SUPERSEDED SURVEY CONTROL
 AI2640
 AI2640  NAD 83(1995)-  32 59 33.51246(N)    080 05 57.28504(W) AD(       ) 1
 AI2640  ELLIP H (12/20/99)  -18.54   (m)                       GP(       ) 4 1
 AI2640  NAD 83(1986)-  32 59 33.52209(N)    080 05 57.28863(W) AD(       ) 1
 AI2640
 AI2640.Superseded values are not recommended for survey control.
 AI2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2640.See file dsdata.txt to determine how the superseded data were derived.
 AI2640
 AI2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8415350832(NAD 83)
 AI2640_MARKER: DD = SURVEY DISK
 AI2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2640_SP_SET: CONCRETE POST
 AI2640_STAMPING: 8300J 1993
 AI2640_MARK LOGO: SCDHPT
 AI2640_PROJECTION: RECESSED 5 CENTIMETERS
 AI2640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2640+STABILITY: SURFACE MOTION
 AI2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2640+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 AI2640
 AI2640  HISTORY     - Date     Condition        Report By
 AI2640  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2640  HISTORY     - 20020827 GOOD             SCGS
 AI2640
 AI2640                          STATION DESCRIPTION
 AI2640
 AI2640'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2640'STATION IS LOCATED 3.5 MILES (5.6 KM) WEST OF GOOSE CREEK, AND 0.7
 AI2640'MILE (1.1 KM) EAST OF LADSON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AI2640'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE NUMBER (803)
 AI2640'737-1350.  TO REACH THE STATION FROM INTERCHANGE 203 OF INTERSTATE
 AI2640'HIGHWAY 26 AND COLLEGE PARK ROAD ABOUT 1.0 MILE (1.6 KM) NORTHEAST OF
 AI2640'LADSON, GO SOUTHWEST ON COLLEGE PARK ROAD FOR 0.45 MILE (0.72 KM) TO
 AI2640'STATION ON THE LEFT.  STATION IS FLUSH WITH GROUND AND SET IN AN
 AI2640'IRREGULAR MASS OF CONCRETE, 110.0 FEET (33.5 M) SOUTHWEST OF CENTER
 AI2640'LINE OF CROSSWATCH ROAD, 3.8 FEET (1.2 M) SOUTHEAST OF SOUTH EDGE OF
 AI2640'SIDEWALK ALONG COLLEGE PARK ROAD, 108.5 FEET (33.1 M) NORTHEAST OF A
 AI2640'TELEPHONE POLE, 1.2 FEET (0.4 M) NORTHWEST OF A WITNESS POST.
 AI2640
 AI2640                          STATION RECOVERY (2002)
 AI2640
 AI2640'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AI2640'STATION IS LOCATED 0.8 MILE NORTHEAST OF LADSON (IN LADSON), 3.9 MILES
 AI2640'WEST OF GOOSE
 AI2640'CREEK, 14.85 MILES SOUTH SOUTHWEST OF MONCKS CORNER. OWNERSHIP--SCDOT,
 AI2640'DIRECTOR OF
 AI2640'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 AI2640'803-737-1350.
 AI2640'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 AI2640'203) AND STATE
 AI2640'ROAD 62 (COLLEGE PARK ROAD), 1.3 MILES NORTHEAST OF LADSON, GO
 AI2640'SOUTHWEST ON ROAD 62
 AI2640'FOR 0.45 MILE TO THE STATION ON THE LEFT IN THE SOUTH ANGLE OF THE
 AI2640'JUNCTION OF STATE
 AI2640'ROAD 1226 (MOSES EXTENSION).
 AI2640'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH ROAD 62,
 AI2640'4.0 FEET
 AI2640'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, 108.2 FEET NORTHEAST OF
 AI2640'A POWER
 AI2640'LINE STUB POLE IN FRONT OF A CONCRETE BLOCK HOUSE NUMBER 142, 37.0
 AI2640'FEET SOUTH
 AI2640'SOUTHWEST OF A METAL MANHOLE COVER SET INTO THE SIDEWALK, 108.5 FEET
 AI2640'NORTH
 AI2640'NORTHWEST OF THE NORTHWEST CORNER OF A MOBILE HOME 142A, 102.0 FEET
 AI2640'WEST
 AI2640'SOUTHWEST OF THE CENTER OF CROSSWATCH ROAD, 1.2 FEET NORTHWEST OF A
 AI2640'WITNESS
 AI2640'POST.
 AI2640'RECOVERED BY T. HALL.
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640' 
 AI2640'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2639 ***********************************************************************
 AI2639  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2639  DESIGNATION -  8300K
 AI2639  PID         -  AI2639
 AI2639  STATE/COUNTY-  SC/BERKELEY
 AI2639  USGS QUAD   -  LADSON (1979)
 AI2639
 AI2639                         *CURRENT SURVEY CONTROL
 AI2639  ___________________________________________________________________
 AI2639* NAD 83(2001)-  32 59 52.84891(N)    080 05 42.01226(W)     ADJUSTED  
 AI2639* NAVD 88     -        12.44   (meters)      40.8    (feet)  GPS OBS   
 AI2639  ___________________________________________________________________
 AI2639  X           -     921,067.751 (meters)                     COMP
 AI2639  Y           -  -5,274,764.268 (meters)                     COMP
 AI2639  Z           -   3,453,762.888 (meters)                     COMP
 AI2639  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AI2639  ELLIP HEIGHT-         -20.18  (meters)          (03/13/03) GPS OBS
 AI2639  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 AI2639
 AI2639  HORZ ORDER  -  FIRST
 AI2639  ELLP ORDER  -  FOURTH    CLASS II
 AI2639
 AI2639.The horizontal coordinates were established by GPS observations
 AI2639.and adjusted by the National Geodetic Survey in March 2003..
 AI2639
 AI2639.The orthometric height was determined by GPS observations and a
 AI2639.high-resolution geoid model using precise GPS observation and
 AI2639.processing techniques.
 AI2639
 AI2639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2639
 AI2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2639
 AI2639.The ellipsoidal height was determined by GPS observations
 AI2639.and is referenced to NAD 83.
 AI2639
 AI2639.The geoid height was determined by GEOID03.
 AI2639
 AI2639;                    North         East     Units Scale Factor Converg.
 AI2639;SPC SC       -   129,532.613   694,163.966   MT  0.99986179   +0 30 06.2
 AI2639;SPC SC       -   424,975.76  2,277,440.83   iFT  0.99986179   +0 30 06.2
 AI2639;UTM  17      - 3,651,430.382   584,544.347   MT  0.99968813   +0 29 34.4
 AI2639
 AI2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2639!SPC SC       -   1.00000317  x   0.99986179  =   0.99986496
 AI2639!UTM  17      -   1.00000317  x   0.99968813  =   0.99969130
 AI2639
 AI2639                          SUPERSEDED SURVEY CONTROL
 AI2639
 AI2639  NAD 83(1995)-  32 59 52.84868(N)    080 05 42.01262(W) AD(       ) 1
 AI2639  ELLIP H (12/20/99)  -20.18   (m)                       GP(       ) 4 1
 AI2639  NAD 83(1986)-  32 59 52.85829(N)    080 05 42.01618(W) AD(       ) 1
 AI2639
 AI2639.Superseded values are not recommended for survey control.
 AI2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2639.See file dsdata.txt to determine how the superseded data were derived.
 AI2639
 AI2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8454451430(NAD 83)
 AI2639_MARKER: DD = SURVEY DISK
 AI2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2639_SP_SET: CONCRETE POST
 AI2639_STAMPING: 8300K 1993
 AI2639_MARK LOGO: SCDHPT
 AI2639_PROJECTION: RECESSED 5 CENTIMETERS
 AI2639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2639+STABILITY: SURFACE MOTION
 AI2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2639+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 AI2639
 AI2639  HISTORY     - Date     Condition        Report By
 AI2639  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2639  HISTORY     - 20020827 GOOD             SCGS
 AI2639
 AI2639                          STATION DESCRIPTION
 AI2639
 AI2639'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2639'STATION IS LOCATED 3.5 MILES (5.6 KM) WEST OF GOOSE CREEK, AND 1.1
 AI2639'MILES (1.8 KM) NORTHEAST OF LADSON.  OWNERSHIP--SCDOT-COLUMBIA,SC
 AI2639'PHONE NUMBER (803) 737-1350.  TO REACH THE STATION FROM INTERCHANGE
 AI2639'203 OF INTERSTATE HIGHWAY 26 AND COLLEGE PARK ROAD ABOUT 1.0 MILE (1.6
 AI2639'KM) NORTHEAST OF LADSON, GO SOUTHWEST ON COLLEGE PARK ROAD FOR 0.05
 AI2639'MILE (0.08 KM) TO STATION ON THE RIGHT.  STATION IS FLUSH WITH GROUND
 AI2639'AND SET IN AN IRREGULAR MASS OF CONCRETE.  45.0 FEET (13.7 M)
 AI2639'NORTHWEST OF CENTER LINE OF MEDIAN STRIP OF COLLEGE PARK ROAD, 68.5
 AI2639'FEET (20.9 M) SOUTHWEST OF A POWER LINE GUY POLE, 15.0 FEET (4.6 M)
 AI2639'SOUTHWEST OF EAST BOUND EXIT RAMP TO COLLEGE PARK ROAD, AND 0.8 FEET
 AI2639'(24.4 CM) SOUTHEAST OF A WITNESS POST.
 AI2639
 AI2639                          STATION RECOVERY (2002)
 AI2639
 AI2639'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AI2639'STATION IS LOCATED 1.2 MILES NORTHEAST OF LADSON, 18.1 MILES NORTH
 AI2639'NORTHWEST OF
 AI2639'CHARLESTON, 14.4 MILES SOUTH SOUTHWEST OF MONCKS CORNER.
 AI2639'OWNERSHIP--SCDOT, DIRECTOR
 AI2639'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202,  PHONE
 AI2639'803-737-1350.
 AI2639'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 AI2639'203) AND STATE
 AI2639'ROAD 62 (COLLEGE PARK ROAD), 1.3 MILES NORTHEAST OF LADSON, GO
 AI2639'SOUTHWEST ON ROAD 62
 AI2639'FOR 0.15 MILE TO THE STATION ON THE RIGHT IN THE SHOULDER OF THE ROAD.
 AI2639'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH ROAD, 19.6
 AI2639'FEET NORTHWEST
 AI2639'OF THE CENTER OF THE SOUTHWEST BOUND LANES OF ROAD 62, 68.9 FEET
 AI2639'SOUTHWEST OF A POWER
 AI2639'POLE WITH A SCGS REFERENCE WASHER ATTACHED, 124.7 FEET NORTHEAST OF
 AI2639'THE SOUTHEAST
 AI2639'LEG OF THE METAL SIGN (EXCHANGE PARK 1 MILE/LADSON 2 MILE).
 AI2639'RECOVERED BY T. HALL.
 AI2639' 
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1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2641 ***********************************************************************
 AI2641  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2641  DESIGNATION -  8300L
 AI2641  PID         -  AI2641
 AI2641  STATE/COUNTY-  SC/BERKELEY
 AI2641  USGS QUAD   -  SUMMERVILLE (1990)
 AI2641
 AI2641                         *CURRENT SURVEY CONTROL
 AI2641  ___________________________________________________________________
 AI2641* NAD 83(2001)-  33 01 18.96199(N)    080 07 43.43234(W)     ADJUSTED  
 AI2641* NAVD 88     -        19.93   (meters)      65.4    (feet)  GPS OBS   
 AI2641  ___________________________________________________________________
 AI2641  X           -     917,715.869 (meters)                     COMP
 AI2641  Y           -  -5,273,887.977 (meters)                     COMP
 AI2641  Z           -   3,455,991.651 (meters)                     COMP
 AI2641  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AI2641  ELLIP HEIGHT-         -12.59  (meters)          (03/13/03) GPS OBS
 AI2641  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 AI2641
 AI2641  HORZ ORDER  -  FIRST
 AI2641  ELLP ORDER  -  FOURTH    CLASS II
 AI2641
 AI2641.The horizontal coordinates were established by GPS observations
 AI2641.and adjusted by the National Geodetic Survey in March 2003..
 AI2641
 AI2641.The orthometric height was determined by GPS observations and a
 AI2641.high-resolution geoid model using precise GPS observation and
 AI2641.processing techniques.
 AI2641
 AI2641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2641
 AI2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2641
 AI2641.The ellipsoidal height was determined by GPS observations
 AI2641.and is referenced to NAD 83.
 AI2641
 AI2641.The geoid height was determined by GEOID03.
 AI2641
 AI2641;                    North         East     Units Scale Factor Converg.
 AI2641;SPC SC       -   132,157.934   690,990.115   MT  0.99985703   +0 28 58.9
 AI2641;SPC SC       -   433,589.02  2,267,027.94   iFT  0.99985703   +0 28 58.9
 AI2641;UTM  17      - 3,654,055.717   581,371.440   MT  0.99968164   +0 28 29.4
 AI2641
 AI2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2641!SPC SC       -   1.00000198  x   0.99985703  =   0.99985901
 AI2641!UTM  17      -   1.00000198  x   0.99968164  =   0.99968362
 AI2641
 AI2641:                Primary Azimuth Mark                     Grid Az
 AI2641:SPC SC       -  8300M                                    304 30 29.5
 AI2641:UTM  17      -  8300M                                    304 30 59.0
 AI2641
 AI2641|---------------------------------------------------------------------|
 AI2641| PID    Reference Object                     Distance      Geod. Az  |
 AI2641|                                                           dddmmss.s |
 AI2641| AI2642 8300M                               445.980 METERS 3045928.4 |
 AI2641|---------------------------------------------------------------------|
 AI2641
 AI2641                          SUPERSEDED SURVEY CONTROL
 AI2641
 AI2641  NAD 83(1995)-  33 01 18.96166(N)    080 07 43.43265(W) AD(       ) 1
 AI2641  ELLIP H (12/20/99)  -12.60   (m)                       GP(       ) 4 1
 AI2641  NAD 83(1986)-  33 01 18.97120(N)    080 07 43.43605(W) AD(       ) 1
 AI2641
 AI2641.Superseded values are not recommended for survey control.
 AI2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2641.See file dsdata.txt to determine how the superseded data were derived.
 AI2641
 AI2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8137154056(NAD 83)
 AI2641_MARKER: DD = SURVEY DISK
 AI2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2641_SP_SET: CONCRETE POST
 AI2641_STAMPING: 8300L 1993
 AI2641_MARK LOGO: SCDHPT
 AI2641_PROJECTION: RECESSED 3 CENTIMETERS
 AI2641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2641+STABILITY: SURFACE MOTION
 AI2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2641+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 AI2641
 AI2641  HISTORY     - Date     Condition        Report By
 AI2641  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2641  HISTORY     - 20020828 GOOD             SCGS
 AI2641
 AI2641                          STATION DESCRIPTION
 AI2641
 AI2641'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2641'STATION IS LOCATED 2.8 MILES (4.5 KM) EAST OF SUMMERVILLE, AND 1.8
 AI2641'MILES (2.9 KM) EAST NORTHEAST OF LINCOLNVILLE.  OWNERSHIP--SCDOT,
 AI2641'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI2641'(803) 737-1350.  TO REACH THE STATION FROM INTERCHANGE 199 OF
 AI2641'INTERSTATE HIGHWAY 26 AND U.S.  HIGHWAY 17A IN THE EAST EDGE OF
 AI2641'SUMMERVILLE, GO EAST NORTHEAST ON U.S.  HIGHWAY 17A FOR 0.25 MILE
 AI2641'(0.40 KM) TO A CROSS ROAD.  TURN RIGHT, GO SOUTH ON FARMINGTON ROAD
 AI2641'FOR 1.5 MILE (2.4 KM) ENTRANCE TO SANGAREE DEVELOPMENT ON LEFT.
 AI2641'CONTINUE SOUTHEAST ON FARMINGTON ROAD FOR 0.25 MILE (0.40 KM) TO
 AI2641'STATION ON LEFT JUST BEFORE REACHING ENTRANCE TO FAITH ASSEMBLY OF GOD
 AI2641'CHURCH.  STATION IS FLUSH WITH GROUND AND SET IN AN IRREGULAR MASS OF
 AI2641'CONCRETE, 19.0 FEET (5.8 M) NORTHEAST OF CENTERLINE OF FARMINGTON
 AI2641'ROAD, 73.5 FEET (22.4 M) SOUTHEAST OF FIRE HYDRANT, 152.0 FEET (46.3
 AI2641'M) NORTHWEST OF NORTH ENTRANCE TO CHURCH, 122.0 FEET (37.2 M)
 AI2641'NORTHWEST OF A TELEPHONE CABLE MARKER 377, 0.8 FEET (24.4 CM)
 AI2641'SOUTHWEST OF A WITNESS POST.
 AI2641
 AI2641                          STATION RECOVERY (2002)
 AI2641
 AI2641'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AI2641'STATION IS LOCATED 2.75 MILES EAST OF SUMMERVILLE, 13.7 MILES SOUTH
 AI2641'SOUTHWEST OF MONCKS
 AI2641'CORNER.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 AI2641'COLUMBIA, SC 29202,
 AI2641'PHONE 803-737-1350.
 AI2641'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 AI2641'199) AND U.S.
 AI2641'HIGHWAY 17 ALTERNATE, 2.1 MILES NORTHEAST OF SUMMERVILLE, GO EAST ON
 AI2641'HIGHWAY 17
 AI2641'ALTERNATE FOR 0.3 MILE TO THE JUNCTION OF STATE ROAD 570 LEFT AND 1258
 AI2641'(FARMINGTON
 AI2641'ROAD) RIGHT, TURN RIGHT ON ROAD 1258 FOR 1.7 MILES TO THE STATION ON
 AI2641'THE LEFT NEAR A
 AI2641'FIRE HYDRANT IN AN OPEN GRASSY AREA ON  THE NORTHWEST SIDE OF THE
 AI2641'FAITH CHRISTIAN
 AI2641'SCHOOL.
 AI2641'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND LEVEL WITH THE ROAD,
 AI2641'19.5 FEET
 AI2641'NORTHEAST OF THE ROAD, 133.8 FEET NORTHWEST OF A 1.5-FOOT CONCRETE
 AI2641'PIPE CULVERT
 AI2641'BENEATH A DRIVEWAY TO THE SCHOOL, 72.6 FEET SOUTHEAST OF THE FIRE
 AI2641'HYDRANT, 73.4 FEET
 AI2641'SOUTH OF A 0.6-FOOT LIVE OAK TREE.
 AI2641'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 8300M.
 AI2641'RECOVERED BY T. HALL.
 AI2641' 
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1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2642 ***********************************************************************
 AI2642  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2642  DESIGNATION -  8300M
 AI2642  PID         -  AI2642
 AI2642  STATE/COUNTY-  SC/BERKELEY
 AI2642  USGS QUAD   -  SUMMERVILLE (1990)
 AI2642
 AI2642                         *CURRENT SURVEY CONTROL
 AI2642  ___________________________________________________________________
 AI2642* NAD 83(2001)-  33 01 27.26340(N)    080 07 57.51074(W)     ADJUSTED  
 AI2642* NAVD 88     -        21.83   (meters)      71.6    (feet)  GPS OBS   
 AI2642  ___________________________________________________________________
 AI2642  X           -     917,332.293 (meters)                     COMP
 AI2642  Y           -  -5,273,814.869 (meters)                     COMP
 AI2642  Z           -   3,456,207.118 (meters)                     COMP
 AI2642  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 AI2642  ELLIP HEIGHT-         -10.68  (meters)          (03/13/03) GPS OBS
 AI2642  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 AI2642
 AI2642  HORZ ORDER  -  FIRST
 AI2642  ELLP ORDER  -  FOURTH    CLASS II
 AI2642
 AI2642.The horizontal coordinates were established by GPS observations
 AI2642.and adjusted by the National Geodetic Survey in March 2003..
 AI2642
 AI2642.The orthometric height was determined by GPS observations and a
 AI2642.high-resolution geoid model using precise GPS observation and
 AI2642.processing techniques.
 AI2642
 AI2642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2642
 AI2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2642
 AI2642.The ellipsoidal height was determined by GPS observations
 AI2642.and is referenced to NAD 83.
 AI2642
 AI2642.The geoid height was determined by GEOID03.
 AI2642
 AI2642;                    North         East     Units Scale Factor Converg.
 AI2642;SPC SC       -   132,410.557   690,622.660   MT  0.99985658   +0 28 51.1
 AI2642;SPC SC       -   434,417.84  2,265,822.38   iFT  0.99985658   +0 28 51.1
 AI2642;UTM  17      - 3,654,308.347   581,004.086   MT  0.99968090   +0 28 21.8
 AI2642
 AI2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2642!SPC SC       -   1.00000168  x   0.99985658  =   0.99985826
 AI2642!UTM  17      -   1.00000168  x   0.99968090  =   0.99968258
 AI2642
 AI2642:                Primary Azimuth Mark                     Grid Az
 AI2642:SPC SC       -  8300L                                    124 30 29.7
 AI2642:UTM  17      -  8300L                                    124 30 59.0
 AI2642
 AI2642|---------------------------------------------------------------------|
 AI2642| PID    Reference Object                     Distance      Geod. Az  |
 AI2642|                                                           dddmmss.s |
 AI2642| AI2641 8300L                               445.980 METERS 1245920.8 |
 AI2642|---------------------------------------------------------------------|
 AI2642
 AI2642                          SUPERSEDED SURVEY CONTROL
 AI2642
 AI2642  NAD 83(1995)-  33 01 27.26306(N)    080 07 57.51104(W) AD(       ) 1
 AI2642  ELLIP H (12/20/99)  -10.68   (m)                       GP(       ) 4 1
 AI2642  NAD 83(1986)-  33 01 27.27258(N)    080 07 57.51441(W) AD(       ) 1
 AI2642
 AI2642.Superseded values are not recommended for survey control.
 AI2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2642.See file dsdata.txt to determine how the superseded data were derived.
 AI2642
 AI2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8100454308(NAD 83)
 AI2642_MARKER: DD = SURVEY DISK
 AI2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2642_SP_SET: CONCRETE POST
 AI2642_STAMPING: 8300M 1993
 AI2642_MARK LOGO: SCDHPT
 AI2642_PROJECTION: FLUSH
 AI2642_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2642+STABILITY: SURFACE MOTION
 AI2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2642+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 AI2642
 AI2642  HISTORY     - Date     Condition        Report By
 AI2642  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2642  HISTORY     - 20020828 GOOD             SCGS
 AI2642
 AI2642                          STATION DESCRIPTION
 AI2642
 AI2642'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2642'STATION IS LOCATED 2.5 MILES (4.0 KM) EAST OF SUMMERVILLE, AND 1.6
 AI2642'MILES (2.6 KM) NORTHEAST OF LINCOLNVILLE.  OWNERSHIP--SCDOT, COLUMBIA,
 AI2642'SC 29202, PHONE (803) 737-1350.  TO REACH THE STAION FROM INTERCHANGE
 AI2642'199 OF INTERSTATE HIGHWAY 26 AND U.S.  HIGHWAY 17A IN THE EAST EDGE OF
 AI2642'SUMMERVILLE, GO EAST NORTHEAST ON U.S.  HIGHWAY 17A FOR 0.25 MILE
 AI2642'(0.40 KM) TO A CROSS ROAD.  TURN RIGHT, GO SOUTH ON FARMINGTON ROAD
 AI2642'FOR 1.5 MILE (2.4 KM) ENTRANCE TO SANGAREE DEVELOPMENT ON LEFT AND
 AI2642'STATION ON THE RIGHT.  STATION IS FLUSH WITH GROUND AND SET IN AN
 AI2642'IRREGULAR MASS OF CONCRETE.  15.7 FEET (4.8 M) SOUTHWEST OF CENTER
 AI2642'LINE OF FARMINGTON ROAD, 35.0 FEET (10.7 M) SOUTHWEST OF METAL WATER
 AI2642'VALVE CAP, 131.0 FEET (39.9 M) SOUTH SOUTHEAST OF A FIRE HYDRANT, 54.5
 AI2642'FEET (16.6 M) WEST OF A LIGHT POLE, 1.5 FEET (0.5 M) NORTHEAST OF WIRE
 AI2642'FENCE, 2.3 FEET (0.7 M) NORTHEAST OF A WITNESS POST.
 AI2642
 AI2642                          STATION RECOVERY (2002)
 AI2642
 AI2642'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AI2642'STATION IS LOCATED 2.55 MILES EAST OF SUMMERVILLE, 13.65 MILES SOUTH
 AI2642'SOUTHWEST OF
 AI2642'MONCKS CORNER.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 AI2642'BOX 191, COLUMBIA,
 AI2642'SC 29202,  PHONE 803-737-1350.
 AI2642'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT
 AI2642'199) AND U.S.
 AI2642'HIGHWAY 17 ALTERNATE, 2.1 MILES NORTHEAST OF SUMMERVILLE, GO EAST ON
 AI2642'HIGHWAY 17
 AI2642'ALTERNATE FOR 0.3 MILE TO THE JUNCTION OF STATE ROAD 570 LEFT AND 1258
 AI2642'(FARMINGTON
 AI2642'ROAD) RIGHT, TURN RIGHT ON ROAD 1258 FOR 1.45 MILES TO THE STATION ON
 AI2642'THE RIGHT ACROSS
 AI2642'THE ROAD FROM THE ENTRANCE LEFT TO SANGAREE COMMUNITY (BERKELEY
 AI2642'DRIVE).
 AI2642'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW
 AI2642'THE ROAD,
 AI2642'15.3 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 130.2 FEET SOUTH
 AI2642'SOUTHEAST OF A
 AI2642'FIRE HYDRANT, 49.5 FEET WEST OF THE SOUTHWEST END OF THE CONCRETE
 AI2642'CURBING OF
 AI2642'THE MEDIAN AT SANGAREE, 13.0 FEET NORTHWEST OF THE NORTHWEST LEG OF A
 AI2642'METAL
 AI2642'DIRECTIONAL SIGN, 9.7 FEET NORTHWEST OF THE EXTENDED CENTER OF THE
 AI2642'EXIT LANE
 AI2642'OF BERKELEY DRIVE, 2.4 FEET NORTHEAST OF A WITNESS POST.
 AI2642'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 8300L.
 AI2642'RECOVERED BY T. HALL.
 AI2642' 
 AI2642' 
 AI2642' 
 AI2642' 
 AI2642' 
 AI2642' 
 AI2642' 
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 AI2642' 
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 AI2642' 
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1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2643 ***********************************************************************
 AI2643  DESIGNATION -  8300N
 AI2643  PID         -  AI2643
 AI2643  STATE/COUNTY-  SC/BERKELEY
 AI2643  USGS QUAD   -  SUMMERVILLE (1990)
 AI2643
 AI2643                         *CURRENT SURVEY CONTROL
 AI2643  ___________________________________________________________________
 AI2643* NAD 83(2001)-  33 02 24.13670(N)    080 08 20.59364(W)     ADJUSTED  
 AI2643* NAVD 88     -        19.8    (meters)      65.     (feet)  GPS OBS   
 AI2643  ___________________________________________________________________
 AI2643  X           -     916,578.239 (meters)                     COMP
 AI2643  Y           -  -5,272,974.822 (meters)                     COMP
 AI2643  Z           -   3,457,674.886 (meters)                     COMP
 AI2643  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AI2643  ELLIP HEIGHT-         -12.74  (meters)          (03/13/03) GPS OBS
 AI2643  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 AI2643
 AI2643  HORZ ORDER  -  FIRST
 AI2643  ELLP ORDER  -  FOURTH    CLASS II
 AI2643
 AI2643.The horizontal coordinates were established by GPS observations
 AI2643.and adjusted by the National Geodetic Survey in March 2003..
 AI2643
 AI2643.The orthometric height was determined by GPS observations and a
 AI2643.high-resolution geoid model.
 AI2643
 AI2643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2643
 AI2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2643
 AI2643.The ellipsoidal height was determined by GPS observations
 AI2643.and is referenced to NAD 83.
 AI2643
 AI2643.The geoid height was determined by GEOID03.
 AI2643
 AI2643;                    North         East     Units Scale Factor Converg.
 AI2643;SPC SC       -   134,157.327   690,009.123   MT  0.99985354   +0 28 38.3
 AI2643;SPC SC       -   440,148.71  2,263,809.46   iFT  0.99985354   +0 28 38.3
 AI2643;UTM  17      - 3,656,054.897   580,390.900   MT  0.99967968   +0 28 10.0
 AI2643
 AI2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2643!SPC SC       -   1.00000200  x   0.99985354  =   0.99985554
 AI2643!UTM  17      -   1.00000200  x   0.99967968  =   0.99968168
 AI2643
 AI2643                          SUPERSEDED SURVEY CONTROL
 AI2643
 AI2643  NAD 83(1995)-  33 02 24.13634(N)    080 08 20.59392(W) AD(       ) 1
 AI2643  ELLIP H (12/20/99)  -12.74   (m)                       GP(       ) 4 1
 AI2643  NAD 83(1986)-  33 02 24.14585(N)    080 08 20.59725(W) AD(       ) 1
 AI2643
 AI2643.Superseded values are not recommended for survey control.
 AI2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2643.See file dsdata.txt to determine how the superseded data were derived.
 AI2643
 AI2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS8039156055(NAD 83)
 AI2643_MARKER: DD = SURVEY DISK
 AI2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2643_SP_SET: CONCRETE POST
 AI2643_MARK LOGO: SCDHPT
 AI2643_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2643+STABILITY: SURFACE MOTION
 AI2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2643+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2643
 AI2643  HISTORY     - Date     Condition        Report By
 AI2643  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2643  HISTORY     - 20020828 MARK NOT FOUND   SCGS
 AI2643
 AI2643                          STATION DESCRIPTION
 AI2643
 AI2643'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2643'STATION IS LOCATED 2.45 MILE (3.94 KM) EAST NORTHEAST OF SUMMERVILLE,
 AI2643'AND 2.3 MILES (3.7 KM) NORTHEAST OF LINCOLNVILLE.  OWNERSHIP--SCDOT,
 AI2643'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI2643'(803) 737-1350) .  TO REACH THE STATION FROM INTERCHANGE 199 OF
 AI2643'INTERSTATE HIGHWAY 26 AND U.S.  HIGHWAY 17A IN THE EAST EDGE OF
 AI2643'SUMMERVILLE, GO EAST NORTHEAST ON U.S.  HIGHWAY 17A FOR 0.55 MILE
 AI2643'(0.89 KM) TO THE STATION ON THE RIGHT.  STATION IS FLUSH WITH GROUND
 AI2643'AND SET IN AN IRREGULAR MASS OF CONCRETE.  34.4 FEET (10.5 M) SOUTH
 AI2643'SOUTHEAST OF CENTER LINE OF U.S.  HIGHWAY 17A, 64.5 FEET (19.7 M) WEST
 AI2643'SOUTHWEST OF CENTER LINE OF SANGARAEE PARKWAY, 6.0 FEET (1.8 M)
 AI2643'NORTHEAST OF NORTHEAST CORNER OF PARKING LOT FOR CHEVRON GAS STATION,
 AI2643'9.0 FEET (2.7 M) WEST SOUTHWEST OF A POWER LINE POLE, 8.5 FEET (2.6 M)
 AI2643'WEST SOUTHWEST OF A WITNESS POST.
 AI2643
 AI2643                          STATION RECOVERY (2002)
 AI2643
 AI2643'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 AI2643'NOT RECOVERED,  A RESOURCE GRADE GPS RECEIVER CAPABLE OF RECEIVING
 AI2643'REAL TIME GPS
 AI2643'CORRECTIONS FROM A BEACON WAS USED TO LOCATE THIS STATION WITH NO
 AI2643'RESULTS,
 AI2643'COORDINATES LED TO AN AREA NOW UNDER ASPHALT DUE TO RECENT HIGHWAY
 AI2643'WIDENING,
 AI2643'PRESUMED DESTROYED.
 AI2643'RECOVERY BY T. HALL.
 AI2643' 
 AI2643' 
 AI2643' 
 AI2643' 
 AI2643' 
 AI2643' 
 AI2643'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2624 ***********************************************************************
 AI2624  DESIGNATION -  8330A
 AI2624  PID         -  AI2624
 AI2624  STATE/COUNTY-  SC/CHARLESTON
 AI2624  USGS QUAD   -  CHARLESTON (1983)
 AI2624
 AI2624                         *CURRENT SURVEY CONTROL
 AI2624  ___________________________________________________________________
 AI2624* NAD 83(2001)-  32 48 05.18799(N)    079 53 40.23380(W)     ADJUSTED  
 AI2624* NAVD 88     -         3.6    (meters)      12.     (feet)  GPS OBS   
 AI2624  ___________________________________________________________________
 AI2624  X           -     941,596.247 (meters)                     COMP
 AI2624  Y           -  -5,283,158.673 (meters)                     COMP
 AI2624  Z           -   3,435,453.714 (meters)                     COMP
 AI2624  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AI2624  ELLIP HEIGHT-         -29.64  (meters)          (03/13/03) GPS OBS
 AI2624  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AI2624
 AI2624  HORZ ORDER  -  FIRST
 AI2624  ELLP ORDER  -  FOURTH    CLASS II
 AI2624
 AI2624.The horizontal coordinates were established by GPS observations
 AI2624.and adjusted by the National Geodetic Survey in March 2003..
 AI2624
 AI2624.The orthometric height was determined by GPS observations and a
 AI2624.high-resolution geoid model.
 AI2624
 AI2624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2624
 AI2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2624
 AI2624.The ellipsoidal height was determined by GPS observations
 AI2624.and is referenced to NAD 83.
 AI2624
 AI2624.The geoid height was determined by GEOID03.
 AI2624
 AI2624;                    North         East     Units Scale Factor Converg.
 AI2624;SPC SC       -   107,918.209   713,130.882   MT  0.99990745   +0 36 46.4
 AI2624;SPC SC       -   354,062.37  2,339,668.25   iFT  0.99990745   +0 36 46.4
 AI2624;UTM  17      - 3,629,816.007   603,503.696   MT  0.99973209   +0 35 56.1
 AI2624
 AI2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2624!SPC SC       -   1.00000465  x   0.99990745  =   0.99991210
 AI2624!UTM  17      -   1.00000465  x   0.99973209  =   0.99973674
 AI2624
 AI2624:                Primary Azimuth Mark                     Grid Az
 AI2624:SPC SC       -  8330B                                    026 47 12.4
 AI2624:UTM  17      -  8330B                                    026 48 02.7
 AI2624
 AI2624|---------------------------------------------------------------------|
 AI2624| PID    Reference Object                     Distance      Geod. Az  |
 AI2624|                                                           dddmmss.s |
 AI2624| AI2625 8330B                               APPROX. 0.5 KM 0272358.8 |
 AI2624|---------------------------------------------------------------------|
 AI2624
 AI2624                          SUPERSEDED SURVEY CONTROL
 AI2624
 AI2624  NAD 83(1995)-  32 48 05.18814(N)    079 53 40.23411(W) AD(       ) 1
 AI2624  ELLIP H (12/20/99)  -29.63   (m)                       GP(       ) 4 1
 AI2624  NAD 83(1986)-  32 48 05.19891(N)    079 53 40.23810(W) AD(       ) 1
 AI2624
 AI2624.Superseded values are not recommended for survey control.
 AI2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2624.See file dsdata.txt to determine how the superseded data were derived.
 AI2624
 AI2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0350429816(NAD 83)
 AI2624_MARKER: DD = SURVEY DISK
 AI2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2624_SP_SET: CONCRETE POST
 AI2624_STAMPING: 8330A 1993
 AI2624_MARK LOGO: SCDHPT
 AI2624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2624+STABILITY: SURFACE MOTION
 AI2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2624+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2624
 AI2624  HISTORY     - Date     Condition        Report By
 AI2624  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2624
 AI2624                          STATION DESCRIPTION
 AI2624
 AI2624'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2624'STATION IS LOCATED 2.65 MILES (4.26 KM) EAST NORTHEAST OF CHARLESTON
 AI2624'AND 2.0 MILES (3.2 KM) NORTHWEST OF MOUNT PLEASANT. OWNERSHIP--SCDOT,
 AI2624'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 AI2624'803-737-1350.  TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 17
 AI2624'(JOHNNIE DODDS BLVD.) AND G. MCGRATH DARBY BLVD. IN WEST EDGE OF
 AI2624'MOUNT PLEASANT, GO SOUTHEAST ON G. MCGRATH DARBY BLVD. FOR 0.1 MILE
 AI2624'(0.2 KM) TO STATION ON THE LEFT.  THE DISK HAS A MAGNETIC CAP ATTACHED
 AI2624'BELOW THE DISK.  STATION IS FLUSH WITH GROUND AND SET IN AN IRREGULAR
 AI2624'MASS OF CONCRETE, 70.0 FEET (21.3 M) WEST SOUTHWEST OF A POWER LINE
 AI2624'POLE NUMBER 259551, 127.5 FEET (38.9 M) NORTH NORTHEAST OF A POWER
 AI2624'LINE POLE NUMBER 259748, 6.4 FEET (2.0 M) EAST OF EAST EDGE OF G.
 AI2624'MCGRATH BLVD., 2.3 FEET (0.7 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2625 ***********************************************************************
 AI2625  DESIGNATION -  8330B
 AI2625  PID         -  AI2625
 AI2625  STATE/COUNTY-  SC/CHARLESTON
 AI2625  USGS QUAD   -  CHARLESTON (1983)
 AI2625
 AI2625                         *CURRENT SURVEY CONTROL
 AI2625  ___________________________________________________________________
 AI2625* NAD 83(2001)-  32 48 19.76358(N)    079 53 31.28761(W)     ADJUSTED  
 AI2625* NAVD 88     -         6.3    (meters)      21.     (feet)  GPS OBS   
 AI2625  ___________________________________________________________________
 AI2625  X           -     941,783.090 (meters)                     COMP
 AI2625  Y           -  -5,282,880.558 (meters)                     COMP
 AI2625  Z           -   3,435,832.569 (meters)                     COMP
 AI2625  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AI2625  ELLIP HEIGHT-         -26.97  (meters)          (03/13/03) GPS OBS
 AI2625  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AI2625
 AI2625  HORZ ORDER  -  FIRST
 AI2625  ELLP ORDER  -  FOURTH    CLASS II
 AI2625
 AI2625.The horizontal coordinates were established by GPS observations
 AI2625.and adjusted by the National Geodetic Survey in March 2003..
 AI2625
 AI2625.The orthometric height was determined by GPS observations and a
 AI2625.high-resolution geoid model.
 AI2625
 AI2625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2625
 AI2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2625
 AI2625.The ellipsoidal height was determined by GPS observations
 AI2625.and is referenced to NAD 83.
 AI2625
 AI2625.The geoid height was determined by GEOID03.
 AI2625
 AI2625;                    North         East     Units Scale Factor Converg.
 AI2625;SPC SC       -   108,369.646   713,358.788   MT  0.99990640   +0 36 51.3
 AI2625;SPC SC       -   355,543.46  2,340,415.97   iFT  0.99990640   +0 36 51.3
 AI2625;UTM  17      - 3,630,267.310   603,731.672   MT  0.99973268   +0 36 01.2
 AI2625
 AI2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2625!SPC SC       -   1.00000423  x   0.99990640  =   0.99991063
 AI2625!UTM  17      -   1.00000423  x   0.99973268  =   0.99973691
 AI2625
 AI2625:                Primary Azimuth Mark                     Grid Az
 AI2625:SPC SC       -  8330A                                    206 47 12.4
 AI2625:UTM  17      -  8330A                                    206 48 02.5
 AI2625
 AI2625|---------------------------------------------------------------------|
 AI2625| PID    Reference Object                     Distance      Geod. Az  |
 AI2625|                                                           dddmmss.s |
 AI2625| AI2624 8330A                               APPROX. 0.5 KM 2072403.7 |
 AI2625|---------------------------------------------------------------------|
 AI2625
 AI2625                          SUPERSEDED SURVEY CONTROL
 AI2625
 AI2625  NAD 83(1995)-  32 48 19.76372(N)    079 53 31.28792(W) AD(       ) 1
 AI2625  ELLIP H (12/20/99)  -26.96   (m)                       GP(       ) 4 1
 AI2625  NAD 83(1986)-  32 48 19.77446(N)    079 53 31.29189(W) AD(       ) 1
 AI2625
 AI2625.Superseded values are not recommended for survey control.
 AI2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2625.See file dsdata.txt to determine how the superseded data were derived.
 AI2625
 AI2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0373230267(NAD 83)
 AI2625_MARKER: DD = SURVEY DISK
 AI2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2625_SP_SET: CONCRETE POST
 AI2625_STAMPING: 8330B 1993
 AI2625_MARK LOGO: SCDHPT
 AI2625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2625+STABILITY: SURFACE MOTION
 AI2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2625+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2625
 AI2625  HISTORY     - Date     Condition        Report By
 AI2625  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2625
 AI2625                          STATION DESCRIPTION
 AI2625
 AI2625'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2625'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTHEAST OF CHARLESTON, 2.1
 AI2625'MILES (3.4 KM) NORTHWEST OF MOUNT PLEASANT, OWNERSHIP SCDOT--
 AI2625'COLUMBIA, SC 29201 PHONE NUMBER (803) 737-1361 TO REACH THE STATION
 AI2625'FROM HOUSTON NORTH GUTT BLVD.  AND U.S.  HWY 17 (JOHNNIE DOODS BLVD.)
 AI2625'IN WEST EDGE OF MOUNT PLEASANT, GO NORTH ON HOUSTON NORTH GUTT BLVD.
 AI2625'FOR MILES 0.1 MILE (0.2 KM) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 AI2625'WINGO WAY FOR 0.05 MILE (0.08 KM) TO STATION ON LEFT.  THE DISK HAS A
 AI2625'MAGNETIC CAP BELOW THE DISK.  STATION IS FLUSH WITH GROUND AND SET IN
 AI2625'AN IRREGULAR MASS OF CONCRETE, 2.6 FEET (0.8 M) SOUTH OF SOUTH EDGE OF
 AI2625'CURB (WINGO WAY) , 35.0 FEET (10.7 M) EAST OF APPROXIMATE CENTERLINE
 AI2625'OF GRANDS ST., 44.5 FEET (13.6 M) NORTH NORTHWEST OF A POWERLINE POLE
 AI2625'NUMBER 27542 WITH TWO TRANSFORMER, 125.5 FEET (38.3 M) NORTH OF
 AI2625'NORTHEAST CORNER OF DRYCLEAN - USA BUILDING, AND 2.8 FEET (0.9 M)
 AI2625'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2626 ***********************************************************************
 AI2626  DESIGNATION -  8330C
 AI2626  PID         -  AI2626
 AI2626  STATE/COUNTY-  SC/CHARLESTON
 AI2626  USGS QUAD   -  CHARLESTON (1983)
 AI2626
 AI2626                         *CURRENT SURVEY CONTROL
 AI2626  ___________________________________________________________________
 AI2626* NAD 83(2001)-  32 48 13.10051(N)    079 56 26.15152(W)     ADJUSTED  
 AI2626* NAVD 88     -         2.1    (meters)       7.     (feet)  GPS OBS   
 AI2626  ___________________________________________________________________
 AI2626  X           -     937,322.938 (meters)                     COMP
 AI2626  Y           -  -5,283,783.172 (meters)                     COMP
 AI2626  Z           -   3,435,657.822 (meters)                     COMP
 AI2626  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AI2626  ELLIP HEIGHT-         -31.07  (meters)          (03/13/03) GPS OBS
 AI2626  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 AI2626
 AI2626  HORZ ORDER  -  FIRST
 AI2626  ELLP ORDER  -  FOURTH    CLASS II
 AI2626
 AI2626.The horizontal coordinates were established by GPS observations
 AI2626.and adjusted by the National Geodetic Survey in March 2003..
 AI2626
 AI2626.The orthometric height was determined by GPS observations and a
 AI2626.high-resolution geoid model.
 AI2626
 AI2626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2626
 AI2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2626
 AI2626.The ellipsoidal height was determined by GPS observations
 AI2626.and is referenced to NAD 83.
 AI2626
 AI2626.The geoid height was determined by GEOID03.
 AI2626
 AI2626;                    North         East     Units Scale Factor Converg.
 AI2626;SPC SC       -   108,116.717   708,812.302   MT  0.99990688   +0 35 14.4
 AI2626;SPC SC       -   354,713.64  2,325,499.68   iFT  0.99990688   +0 35 14.4
 AI2626;UTM  17      - 3,630,015.508   599,185.943   MT  0.99972130   +0 34 26.4
 AI2626
 AI2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2626!SPC SC       -   1.00000488  x   0.99990688  =   0.99991176
 AI2626!UTM  17      -   1.00000488  x   0.99972130  =   0.99972618
 AI2626
 AI2626:                Primary Azimuth Mark                     Grid Az
 AI2626:SPC SC       -  8330D                                    332 58 27.3
 AI2626:UTM  17      -  8330D                                    332 59 15.3
 AI2626
 AI2626|---------------------------------------------------------------------|
 AI2626| PID    Reference Object                     Distance      Geod. Az  |
 AI2626|                                                           dddmmss.s |
 AI2626| AI2627 8330D                               APPROX. 0.5 KM 3333341.7 |
 AI2626|---------------------------------------------------------------------|
 AI2626
 AI2626                          SUPERSEDED SURVEY CONTROL
 AI2626
 AI2626  NAD 83(1995)-  32 48 13.10068(N)    079 56 26.15192(W) AD(       ) 1
 AI2626  ELLIP H (12/20/99)  -31.05   (m)                       GP(       ) 4 1
 AI2626  NAD 83(1986)-  32 48 13.11112(N)    079 56 26.15586(W) AD(       ) 1
 AI2626
 AI2626.Superseded values are not recommended for survey control.
 AI2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2626.See file dsdata.txt to determine how the superseded data were derived.
 AI2626
 AI2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9918630016(NAD 83)
 AI2626_MARKER: DD = SURVEY DISK
 AI2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2626_SP_SET: CONCRETE POST
 AI2626_STAMPING: 8330C 1993
 AI2626_MARK LOGO: SCDHPT
 AI2626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2626+STABILITY: SURFACE MOTION
 AI2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2626+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2626
 AI2626  HISTORY     - Date     Condition        Report By
 AI2626  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2626
 AI2626                          STATION DESCRIPTION
 AI2626
 AI2626'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2626'STATION IS LOCATED 3.65 MILES (5.87 KM) WEST NORTHWEST OF MOUNT
 AI2626'PLEASANT, AND 1.1 MILES (1.8 KM) NORTH OF CHARLESTON OWNERSHIP-- SCDOT
 AI2626'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 AI2626'NUMBER (803) 737-1350.  TO REACH THE STATION FORM JUNCTION OF EAST BAY
 AI2626'ST.  AND MORRISON DR.  WHICH IS UNDERNEATH THE TWIN COOPER RIVER
 AI2626'BRIDGES IN CHARLESTON, GO NORTHWEST MORRISON DR.  FOR 0.35 MILE (0.56
 AI2626'KM) TO STATION ON LEFT.  STATION IS FLUSH WITH GROUND AND SET IN AN
 AI2626'IRREGULAR MASS OF CONCRETE, 15.5 FEET (4.7 M) SOUTHWEST OF SOUTHWEST
 AI2626'CURB OF MORRISON DR, 47.5 FEET (14.5 M) SOUTHEAST OF CENTERLINE OF
 AI2626'HUGER ST, 3.0 FEET (0.9 M) EAST OF CHAIN LINK FENCE, 23.1 FEET (7.0 M)
 AI2626'EAST OF NORTHEAST CORNER OF WATERFRONT EMPLOYER - IL.A PENSION AND
 AI2626'WELFARE BUILDING, 4.0 FEET (1.2 M) NORTHWEST OF CENTER OF IRON STORM
 AI2626'GRATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2627 ***********************************************************************
 AI2627  DESIGNATION -  8330D
 AI2627  PID         -  AI2627
 AI2627  STATE/COUNTY-  SC/CHARLESTON
 AI2627  USGS QUAD   -  CHARLESTON (1983)
 AI2627
 AI2627                         *CURRENT SURVEY CONTROL
 AI2627  ___________________________________________________________________
 AI2627* NAD 83(2001)-  32 48 27.95261(N)    079 56 34.89652(W)     ADJUSTED  
 AI2627* NAVD 88     -         2.0    (meters)       7.     (feet)  GPS OBS   
 AI2627  ___________________________________________________________________
 AI2627  X           -     937,055.632 (meters)                     COMP
 AI2627  Y           -  -5,283,578.822 (meters)                     COMP
 AI2627  Z           -   3,436,042.375 (meters)                     COMP
 AI2627  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AI2627  ELLIP HEIGHT-         -31.08  (meters)          (03/13/03) GPS OBS
 AI2627  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AI2627
 AI2627  HORZ ORDER  -  FIRST
 AI2627  ELLP ORDER  -  FOURTH    CLASS II
 AI2627
 AI2627.The horizontal coordinates were established by GPS observations
 AI2627.and adjusted by the National Geodetic Survey in March 2003..
 AI2627
 AI2627.The orthometric height was determined by GPS observations and a
 AI2627.high-resolution geoid model.
 AI2627
 AI2627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2627
 AI2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2627
 AI2627.The ellipsoidal height was determined by GPS observations
 AI2627.and is referenced to NAD 83.
 AI2627
 AI2627.The geoid height was determined by GEOID03.
 AI2627
 AI2627;                    North         East     Units Scale Factor Converg.
 AI2627;SPC SC       -   108,571.853   708,580.142   MT  0.99990580   +0 35 09.5
 AI2627;SPC SC       -   356,206.87  2,324,738.00   iFT  0.99990580   +0 35 09.5
 AI2627;UTM  17      - 3,630,470.613   598,953.931   MT  0.99972074   +0 34 21.9
 AI2627
 AI2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2627!SPC SC       -   1.00000488  x   0.99990580  =   0.99991068
 AI2627!UTM  17      -   1.00000488  x   0.99972074  =   0.99972562
 AI2627
 AI2627:                Primary Azimuth Mark                     Grid Az
 AI2627:SPC SC       -  8330C                                    152 58 27.4
 AI2627:UTM  17      -  8330C                                    152 59 15.0
 AI2627
 AI2627|---------------------------------------------------------------------|
 AI2627| PID    Reference Object                     Distance      Geod. Az  |
 AI2627|                                                           dddmmss.s |
 AI2627| AI2626 8330C                               APPROX. 0.5 KM 1533336.9 |
 AI2627|---------------------------------------------------------------------|
 AI2627
 AI2627                          SUPERSEDED SURVEY CONTROL
 AI2627
 AI2627  NAD 83(1995)-  32 48 27.95273(N)    079 56 34.89692(W) AD(       ) 1
 AI2627  ELLIP H (12/20/99)  -31.07   (m)                       GP(       ) 4 1
 AI2627  NAD 83(1986)-  32 48 27.96312(N)    079 56 34.90088(W) AD(       ) 1
 AI2627
 AI2627.Superseded values are not recommended for survey control.
 AI2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2627.See file dsdata.txt to determine how the superseded data were derived.
 AI2627
 AI2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9895430471(NAD 83)
 AI2627_MARKER: DD = SURVEY DISK
 AI2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2627_SP_SET: CONCRETE POST
 AI2627_STAMPING: 8330D 1993
 AI2627_MARK LOGO: SCDHPT
 AI2627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2627+STABILITY: SURFACE MOTION
 AI2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2627+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2627
 AI2627  HISTORY     - Date     Condition        Report By
 AI2627  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2627
 AI2627                          STATION DESCRIPTION
 AI2627
 AI2627'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2627'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTHWEST OF MOUNT PLEASANT,
 AI2627'1.45 MILES (2.33 KM) NORTH OF CHARLESTON, OWNERSHIP - SCDOT - DIRECTOR
 AI2627'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA,SC 29202, PHONE (803)
 AI2627'737-1350.  TO REACH THE STATION FORM JUNCTION OF EAST BAY ST. AND
 AI2627'MORRISON DR.  WHICH IS UNDERNEATH THE TWIN COOPER RIVER BRIDGE IN
 AI2627'CHARLESTON, GO NORTHWEST ON MORRISON DR.  0.65 MILE (1.05 KM) TO
 AI2627'STATION ON RIGHT AND HUGUENIN AVE.  THE DISK HAS A MAGNETIC CAP
 AI2627'ATTACHED BELOW.  STATION IS FLUSH WITH GROUND AND SET IN AN IRREGULAR
 AI2627'MASS OF CONCRETE.  4.3 FEET (1.3 M) EAST OF EAST CURB OF HUGUENIN
 AI2627'AVE., 30.5 FEET (9.3 M) NORTHWEST OF POWER POLE NUMBER 148057, 28.0
 AI2627'FEET (8.5 M) SOUTH SOUTHWEST OF A LARGE POWERLINE TRANSMISSION POLE,
 AI2627'3.8 FEET (1.2 M) WEST SOUTHWEST OF WEST EDGE OF SIDEWALK, 2.5 FEET
 AI2627'(0.8 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2628 ***********************************************************************
 AI2628  DESIGNATION -  8330E
 AI2628  PID         -  AI2628
 AI2628  STATE/COUNTY-  SC/CHARLESTON
 AI2628  USGS QUAD   -  CHARLESTON (1983)
 AI2628
 AI2628                         *CURRENT SURVEY CONTROL
 AI2628  ___________________________________________________________________
 AI2628* NAD 83(2001)-  32 47 57.53333(N)    079 57 13.03790(W)     ADJUSTED  
 AI2628* NAVD 88     -         4.2    (meters)      14.     (feet)  GPS OBS   
 AI2628  ___________________________________________________________________
 AI2628  X           -     936,167.487 (meters)                     COMP
 AI2628  Y           -  -5,284,253.711 (meters)                     COMP
 AI2628  Z           -   3,435,255.909 (meters)                     COMP
 AI2628  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 AI2628  ELLIP HEIGHT-         -28.89  (meters)          (03/13/03) GPS OBS
 AI2628  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AI2628
 AI2628  HORZ ORDER  -  FIRST
 AI2628  ELLP ORDER  -  FOURTH    CLASS II
 AI2628
 AI2628.The horizontal coordinates were established by GPS observations
 AI2628.and adjusted by the National Geodetic Survey in March 2003..
 AI2628
 AI2628.The orthometric height was determined by GPS observations and a
 AI2628.high-resolution geoid model.
 AI2628
 AI2628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2628
 AI2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2628
 AI2628.The ellipsoidal height was determined by GPS observations
 AI2628.and is referenced to NAD 83.
 AI2628
 AI2628.The geoid height was determined by GEOID03.
 AI2628
 AI2628;                    North         East     Units Scale Factor Converg.
 AI2628;SPC SC       -   107,624.801   707,597.511   MT  0.99990801   +0 34 48.4
 AI2628;SPC SC       -   353,099.74  2,321,514.14   iFT  0.99990801   +0 34 48.4
 AI2628;UTM  17      - 3,629,523.965   597,971.266   MT  0.99971835   +0 34 00.7
 AI2628
 AI2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2628!SPC SC       -   1.00000454  x   0.99990801  =   0.99991255
 AI2628!UTM  17      -   1.00000454  x   0.99971835  =   0.99972288
 AI2628
 AI2628:                Primary Azimuth Mark                     Grid Az
 AI2628:SPC SC       -  8330F                                    238 00 10.3
 AI2628:UTM  17      -  8330F                                    238 00 58.0
 AI2628
 AI2628|---------------------------------------------------------------------|
 AI2628| PID    Reference Object                     Distance      Geod. Az  |
 AI2628|                                                           dddmmss.s |
 AI2628| AI2629 8330F                               461.413 METERS 2383458.7 |
 AI2628|---------------------------------------------------------------------|
 AI2628
 AI2628                          SUPERSEDED SURVEY CONTROL
 AI2628
 AI2628  NAD 83(1995)-  32 47 57.53355(N)    079 57 13.03840(W) AD(       ) 1
 AI2628  ELLIP H (12/20/99)  -28.86   (m)                       GP(       ) 4 1
 AI2628  NAD 83(1986)-  32 47 57.54386(N)    079 57 13.04232(W) AD(       ) 1
 AI2628
 AI2628.Superseded values are not recommended for survey control.
 AI2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2628.See file dsdata.txt to determine how the superseded data were derived.
 AI2628
 AI2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9797129524(NAD 83)
 AI2628_MARKER: DD = SURVEY DISK
 AI2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2628_SP_SET: CONCRETE POST
 AI2628_STAMPING: 8330E 1993
 AI2628_MARK LOGO: SCDHPT
 AI2628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2628+STABILITY: SURFACE MOTION
 AI2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2628+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2628
 AI2628  HISTORY     - Date     Condition        Report By
 AI2628  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2628
 AI2628                          STATION DESCRIPTION
 AI2628
 AI2628'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2628'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTHWEST OF CHARLESTON, 0.4
 AI2628'MILE (0.6 KM) SOUTHWEST OF THE CITADEL.  OWNERSHIP--CITY OF
 AI2628'CHARLESTON.  TO REACH THE STATION FROM MAIN ENTRANCE TO THE CITADEL IN
 AI2628'CHARLESTON, GO NORTH ON ELMWOOD AVE.  FOR 0.05 MILE (0.08 KM) TO A
 AI2628'FORK, BEAR RIGHT GO EAST NORTHEAST ON MARY MURRAY DR.  FOR 0.3 MILE
 AI2628'(0.5 KM) TO A FORK AND THE STATION ON RIGHT.  STATION IS FLUSH WITH
 AI2628'GROUND AND SET IN AN IRREGULAR MASS OF CONCRETE.  24 FEET (7.3 M)
 AI2628'SOUTHEAST OF CENTERLINE OF MARY MURRAYDR., 51.5 FEET (15.7 M) EAST
 AI2628'NORTHEAST OF CENTERLINE OF ASHLEY AVE, 64.0 FEET (19.5 M) NORTH OF A
 AI2628'POWERLINE POLE NUMBER C-77708, 57.0 FEET (17.4 M) NORTHWEST OF
 AI2628'PALEMETTO PALM TREE, 82.0 FEET (25.0 M) NORTH NORTHWEST OF CENTERLINE
 AI2628'OF MOULTRIE DR., 9.8 FEET (3.0 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2629 ***********************************************************************
 AI2629  DESIGNATION -  8330F
 AI2629  PID         -  AI2629
 AI2629  STATE/COUNTY-  SC/CHARLESTON
 AI2629  USGS QUAD   -  CHARLESTON (1983)
 AI2629
 AI2629                         *CURRENT SURVEY CONTROL
 AI2629  ___________________________________________________________________
 AI2629* NAD 83(2001)-  32 47 49.72553(N)    079 57 28.17208(W)     ADJUSTED  
 AI2629* NAVD 88     -         3.8    (meters)      12.     (feet)  GPS OBS   
 AI2629  ___________________________________________________________________
 AI2629  X           -     935,802.426 (meters)                     COMP
 AI2629  Y           -  -5,284,450.347 (meters)                     COMP
 AI2629  Z           -   3,435,053.512 (meters)                     COMP
 AI2629  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AI2629  ELLIP HEIGHT-         -29.29  (meters)          (03/13/03) GPS OBS
 AI2629  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AI2629
 AI2629  HORZ ORDER  -  FIRST
 AI2629  ELLP ORDER  -  FOURTH    CLASS II
 AI2629
 AI2629.The horizontal coordinates were established by GPS observations
 AI2629.and adjusted by the National Geodetic Survey in March 2003..
 AI2629
 AI2629.The orthometric height was determined by GPS observations and a
 AI2629.high-resolution geoid model.
 AI2629
 AI2629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2629
 AI2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2629
 AI2629.The ellipsoidal height was determined by GPS observations
 AI2629.and is referenced to NAD 83.
 AI2629
 AI2629.The geoid height was determined by GEOID03.
 AI2629
 AI2629;                    North         East     Units Scale Factor Converg.
 AI2629;SPC SC       -   107,380.331   707,206.234   MT  0.99990858   +0 34 40.0
 AI2629;SPC SC       -   352,297.67  2,320,230.43   iFT  0.99990858   +0 34 40.0
 AI2629;UTM  17      - 3,629,279.633   597,580.007   MT  0.99971741   +0 33 52.4
 AI2629
 AI2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2629!SPC SC       -   1.00000460  x   0.99990858  =   0.99991318
 AI2629!UTM  17      -   1.00000460  x   0.99971741  =   0.99972201
 AI2629
 AI2629:                Primary Azimuth Mark                     Grid Az
 AI2629:SPC SC       -  8330E                                    058 00 10.5
 AI2629:UTM  17      -  8330E                                    058 00 58.1
 AI2629
 AI2629|---------------------------------------------------------------------|
 AI2629| PID    Reference Object                     Distance      Geod. Az  |
 AI2629|                                                           dddmmss.s |
 AI2629| AI2628 8330E                               461.413 METERS 0583450.5 |
 AI2629|---------------------------------------------------------------------|
 AI2629
 AI2629                          SUPERSEDED SURVEY CONTROL
 AI2629
 AI2629  NAD 83(1995)-  32 47 49.72575(N)    079 57 28.17260(W) AD(       ) 1
 AI2629  ELLIP H (12/20/99)  -29.26   (m)                       GP(       ) 4 1
 AI2629  NAD 83(1986)-  32 47 49.73598(N)    079 57 28.17632(W) AD(       ) 1
 AI2629
 AI2629.Superseded values are not recommended for survey control.
 AI2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2629.See file dsdata.txt to determine how the superseded data were derived.
 AI2629
 AI2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9758029280(NAD 83)
 AI2629_MARKER: DD = SURVEY DISK
 AI2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2629_SP_SET: CONCRETE POST
 AI2629_STAMPING: 8330F 1993
 AI2629_MARK LOGO: SCDHPT
 AI2629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2629+STABILITY: SURFACE MOTION
 AI2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2629+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI2629
 AI2629  HISTORY     - Date     Condition        Report By
 AI2629  HISTORY     - 1993     MONUMENTED       SCDHPT
 AI2629
 AI2629                          STATION DESCRIPTION
 AI2629
 AI2629'DESCRIBED BY SC DEPT OF H AND PT 1993 (DGB)
 AI2629'STATION IS LOCATED 1.3 MILES (2.1 KM) NORTHWEST OF CHARLESTON, AND
 AI2629'0.15 MILE (0.24 KM) EAST SOUTHEAST OF THE CITADEL.  OWNERSHIP--CITY OF
 AI2629'CHARLESTON.  TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE
 AI2629'CITADEL IN CHARLESTON, GO NORTH ON ELMWOOD AVE.  0.05 FILE TO JUNCTION
 AI2629'WITH MARY MURRAY DR.  AND STATION IS SOUTHWAST ANGLE OF INTERSECTION.
 AI2629'STATION IS FLUSH WITH THE GROUND AND SET IN AN IRREGULAR MASS OF
 AI2629'CONCRETE.  18.5 FEET (5.6 M) SOUTH SOUTHEAST OF CENTERLINE OF MARY
 AI2629'MURRAY DR, 88.0 FEET (26.8 M) NORTH NORTHWEST OF CENTERLINE OF
 AI2629'MOULTRIE ST, 59.3 FEET (18.1 M) SOUTH SOUTHEAST OF A POWERLINE POLE
 AI2629'NUMBER 185648, 39.5 FEET (12.0 M) NORTHEAST OF POWERLINE POLE NUMBER
 AI2629'121605, 6.5 FEET (2.0 M) NORTH NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE0170 ***********************************************************************
 DE0170  DESIGNATION -  84
 DE0170  PID         -  DE0170
 DE0170  STATE/COUNTY-  SC/ORANGEBURG
 DE0170  USGS QUAD   -  EUTAWVILLE (1979)
 DE0170
 DE0170                         *CURRENT SURVEY CONTROL
 DE0170  ___________________________________________________________________
 DE0170* NAD 83(1986)-  33 24 27.     (N)    080 17 54.     (W)     SCALED    
 DE0170* NAVD 88     -        25.327  (meters)      83.09   (feet)  POSTED    
 DE0170  ___________________________________________________________________
 DE0170  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 DE0170  DYNAMIC HT  -          25.300 (meters)      83.01  (feet)  COMP
 DE0170  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 DE0170
 DE0170  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DE0170
 DE0170.The horizontal coordinates were scaled from a topographic map and have
 DE0170.an estimated accuracy of +/- 6 seconds.
 DE0170
 DE0170.The orthometric height was determined by differential leveling
 DE0170.and adjusted by the National Geodetic Survey in 1992..
 DE0170.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DE0170.rate of 0.0 thru 1.0 mm/km.
 DE0170
 DE0170.The geoid height was determined by GEOID03.
 DE0170
 DE0170.The dynamic height is computed by dividing the NAVD 88
 DE0170.geopotential number by the normal gravity value computed on the
 DE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0170.degrees latitude (g = 980.6199 gals.).
 DE0170
 DE0170.The modeled gravity was interpolated from observed gravity values.
 DE0170
 DE0170;                    North         East    Units  Estimated Accuracy
 DE0170;SPC SC       -   174,790.      674,860.      MT  (+/- 180 meters Scaled)
 DE0170
 DE0170                          SUPERSEDED SURVEY CONTROL
 DE0170
 DE0170  NGVD 29 (03/21/89)   25.629  (m)           84.08   (f) ADJUSTED    2 0
 DE0170
 DE0170.Superseded values are not recommended for survey control.
 DE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0170.See file dsdata.txt to determine how the superseded data were derived.
 DE0170
 DE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS652966(NAD 83)
 DE0170_MARKER: P = PIPE CAP
 DE0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0170
 DE0170  HISTORY     - Date     Condition        Report By
 DE0170  HISTORY     - UNK      MONUMENTED       USGS
 DE0170  HISTORY     - 1959     POOR             NGS
 DE0170
 DE0170                          STATION DESCRIPTION
 DE0170
 DE0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DE0170'3.1 MI E FROM EUTAWVILLE.
 DE0170'ABOUT 3.1 MILES E ALONG NO. 45 S.C. HIGHWAY FROM THE CROSSING
 DE0170'AT THE RAILROAD STATION IN EUTAWVILLE, AT THE ENTRANCE TO EUTAW
 DE0170'SPRINGS BATTLEFIELD MEMORIAL PARK, 65 FEET N OF THE CENTER LINE
 DE0170'OF THE HIGHWAY, 87 FEET S OF SE CORNER OF THE BASE STONES OF THE
 DE0170'GRANITE MONUMENT ERECTED BY THE DAUGHTERS OF AMERICAN REVOLUTION,
 DE0170'28 FEET E OF THE PROJECTED LINE OF THE EDGE OF THE TOP OF THE SAID
 DE0170'BASE STONE, 15 FEET NW OF NE CORNER OF THE W BRICK POST OF THE
 DE0170'ENTRANCE GATE, 12.6 FEET N OF N FACE OF THE LOW BRICK PART OF THE
 DE0170'BRICK-AND-IRON FENCE ON THE S SIDE OF THE PARK, AND PROJECTING
 DE0170'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0805 ***********************************************************************
 DD0805  DESIGNATION -  86
 DD0805  PID         -  DD0805
 DD0805  STATE/COUNTY-  SC/WILLIAMSBURG
 DD0805  USGS QUAD   -  GREELEYVILLE (1990)
 DD0805
 DD0805                         *CURRENT SURVEY CONTROL
 DD0805  ___________________________________________________________________
 DD0805* NAD 83(1986)-  33 32 29.     (N)    079 59 02.     (W)     SCALED    
 DD0805* NAVD 88     -        26.316  (meters)      86.34   (feet)  ADJUSTED  
 DD0805  ___________________________________________________________________
 DD0805  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DD0805  DYNAMIC HT  -          26.289 (meters)      86.25  (feet)  COMP
 DD0805  MODELED GRAV-     979,613.9   (mgal)                       NAVD 88
 DD0805
 DD0805  VERT ORDER  -  FIRST     CLASS II
 DD0805
 DD0805.The horizontal coordinates were scaled from a topographic map and have
 DD0805.an estimated accuracy of +/- 6 seconds.
 DD0805
 DD0805.The orthometric height was determined by differential leveling
 DD0805.and adjusted by the National Geodetic Survey in June 1991..
 DD0805
 DD0805.The geoid height was determined by GEOID03.
 DD0805
 DD0805.The dynamic height is computed by dividing the NAVD 88
 DD0805.geopotential number by the normal gravity value computed on the
 DD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0805.degrees latitude (g = 980.6199 gals.).
 DD0805
 DD0805.The modeled gravity was interpolated from observed gravity values.
 DD0805
 DD0805;                    North         East    Units  Estimated Accuracy
 DD0805;SPC SC       -   189,880.      703,950.      MT  (+/- 180 meters Scaled)
 DD0805
 DD0805                          SUPERSEDED SURVEY CONTROL
 DD0805
 DD0805  NGVD 29 (03/21/89)   26.613  (m)           87.31   (f) ADJUSTED    1 2
 DD0805
 DD0805.Superseded values are not recommended for survey control.
 DD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0805.See file dsdata.txt to determine how the superseded data were derived.
 DD0805
 DD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT943117(NAD 83)
 DD0805_MARKER: P = PIPE CAP
 DD0805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0805_SP_SET: SHALLOW-SET PIPE
 DD0805_STAMPING: 86
 DD0805_PROJECTION: PROJECTING 20 CENTIMETERS
 DD0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0805
 DD0805  HISTORY     - Date     Condition        Report By
 DD0805  HISTORY     - 1935     MONUMENTED       USGS
 DD0805  HISTORY     - 1979     GOOD             NGS
 DD0805
 DD0805                          STATION DESCRIPTION
 DD0805
 DD0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0805'3.2 MI SOUTH FROM GREELEYVILLE.
 DD0805'0.6 MILE SOUTH ALONG U.S. HIGHWAY 521 FROM THE NORTHWEST CORNER OF
 DD0805'THE C. E. MURRY ELEMENTARY AND HIGH SCHOOL AT GREELEYVILLE, THENCE 2.6
 DD0805'MILES SOUTH ALONG STATE HIGHWAY 375, 60.0 FT. SOUTH OF THE NORTHWEST
 DD0805'CORNER OF A CEMETERY FENCE, 29.9 FT. EAST OF THE CENTERLINE OF THE
 DD0805'HIGHWAY, 11.2 FT. NORTHWEST OF THE NORTHWEST CORNER OF A HEAD STONE
 DD0805'FOR GLADYS LAMB, 3.0 FT. SOUTH-SOUTHEAST OF A 10-INCH CEDAR TREE,
 DD0805'2.7 FT. EAST OF THE WEST EDGE OF CEMETERY FENCE.
 DD0805'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1747 ***********************************************************************
 DD1747  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1747  DESIGNATION -  866 0098 TIDAL IW 1
 DD1747  PID         -  DD1747
 DD1747  STATE/COUNTY-  SC/HORRY
 DD1747  USGS QUAD   -  LITTLE RIVER (1990)
 DD1747
 DD1747                         *CURRENT SURVEY CONTROL
 DD1747  ___________________________________________________________________
 DD1747* NAD 83(1986)-  33 52 10.     (N)    078 34 35.     (W)     SCALED    
 DD1747* NAVD 88     -         3.396  (meters)      11.14   (feet)  ADJUSTED  
 DD1747  ___________________________________________________________________
 DD1747  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DD1747  DYNAMIC HT  -           3.392 (meters)      11.13  (feet)  COMP
 DD1747  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 DD1747
 DD1747  VERT ORDER  -  FIRST     CLASS II
 DD1747
 DD1747.The horizontal coordinates were scaled from a topographic map and have
 DD1747.an estimated accuracy of +/- 6 seconds.
 DD1747
 DD1747.The orthometric height was determined by differential leveling
 DD1747.and adjusted by the National Geodetic Survey in June 1991..
 DD1747
 DD1747.This Tidal Bench Mark is designated as VM 3664
 DD1747.by the Center for Operational Oceanographic Products and Services.
 DD1747
 DD1747.The geoid height was determined by GEOID03.
 DD1747
 DD1747.The dynamic height is computed by dividing the NAVD 88
 DD1747.geopotential number by the normal gravity value computed on the
 DD1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1747.degrees latitude (g = 980.6199 gals.).
 DD1747
 DD1747.The modeled gravity was interpolated from observed gravity values.
 DD1747
 DD1747;                    North         East    Units  Estimated Accuracy
 DD1747;SPC SC       -   228,430.      833,780.      MT  (+/- 180 meters Scaled)
 DD1747
 DD1747                          SUPERSEDED SURVEY CONTROL
 DD1747
 DD1747  NGVD 29 (03/21/89)    3.715  (m)           12.19   (f) ADJUSTED    1 2
 DD1747
 DD1747.Superseded values are not recommended for survey control.
 DD1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1747.See file dsdata.txt to determine how the superseded data were derived.
 DD1747
 DD1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT241503(NAD 83)
 DD1747_MARKER: DJ = TIDAL STATION DISK
 DD1747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1747_SP_SET: COPPER-CLAD STEEL ROD
 DD1747_STAMPING: I.W. NO. 1 1975
 DD1747_MARK LOGO: NOS   
 DD1747_PROJECTION: RECESSED 2 CENTIMETERS
 DD1747_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1747+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1747
 DD1747  HISTORY     - Date     Condition        Report By
 DD1747  HISTORY     - 1975     MONUMENTED       NOS
 DD1747  HISTORY     - 1986     GOOD             SCGS
 DD1747  HISTORY     - 19920717 GOOD             NGS
 DD1747
 DD1747                          STATION DESCRIPTION
 DD1747
 DD1747'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1747'3.6 KM (2.25 MI) ESE FROM LITTLE RIVER.
 DD1747'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1747'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1747'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1747'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1747'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1747'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1747'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.5
 DD1747'KM (1.55 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD TO A FORK,
 DD1747'THENCE 1.0 KM (0.6 MI) NORTH NORTHWEST ALONG A SAND ROAD, THENCE 0.4
 DD1747'KM (0.25 MI) EASTERLY AND SOUTHEASTERLY ALONG A SAND ROAD AROUND THE
 DD1747'EDGE OF A POND, SET NEAR THE SOUTHEAST CORNER OF THE POND, 6.3 METERS
 DD1747'(20.67 FT) NORTHWEST OF THE CENTER OF A FIRE DITCH, 10.0 METERS
 DD1747'(32.81 FT) SOUTH SOUTHWEST OF THE CENTER OF THE SAND ROAD, 6.4 METERS
 DD1747'(21.0 FT) SOUTH SOUTHWEST OF AN 18 INCH PINE TREE AT THE EDGE OF THE
 DD1747'ROAD, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND
 DD1747'RECESSED 13 CENTIMETERS.
 DD1747'THE MARK IS 0.45 METERS  ENE FROM A WITNESS POST.
 DD1747
 DD1747                          STATION RECOVERY (1992)
 DD1747
 DD1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1747'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1747'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1747'1.8 KM (1.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1
 DD1747'SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI) EASTERLY
 DD1747'ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.5 KM (1.55
 DD1747'MI) EASTERLY ALONG A SAND ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY
 DD1747'ALONG A SAND ROAD, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG A SAND
 DD1747'ROAD, AT THE NORTHEAST END OF A POND, 8.0 M (26.2 FT) WEST-SOUTHWEST
 DD1747'OF THE ROAD CENTER, 6.8 M (22.3 FT) NORTHWEST OF THE CENTER OF A
 DD1747'TRACK ROAD, 6.1 M (20.0 FT) SOUTHWEST OF AN 18-INCH PINE TREE, 0.4 M
 DD1747'(1.3 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 DD1747'LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 DD1747'AND IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  THE ROD
 DD1747'DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1746 ***********************************************************************
 DD1746  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1746  DESIGNATION -  866 0098 TIDAL IW 2
 DD1746  PID         -  DD1746
 DD1746  STATE/COUNTY-  SC/HORRY
 DD1746  USGS QUAD   -  LITTLE RIVER (1990)
 DD1746
 DD1746                         *CURRENT SURVEY CONTROL
 DD1746  ___________________________________________________________________
 DD1746* NAD 83(1986)-  33 52 12.     (N)    078 34 39.     (W)     SCALED    
 DD1746* NAVD 88     -         4.096  (meters)      13.44   (feet)  ADJUSTED  
 DD1746  ___________________________________________________________________
 DD1746  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DD1746  DYNAMIC HT  -           4.092 (meters)      13.43  (feet)  COMP
 DD1746  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 DD1746
 DD1746  VERT ORDER  -  FIRST     CLASS II
 DD1746
 DD1746.The horizontal coordinates were scaled from a topographic map and have
 DD1746.an estimated accuracy of +/- 6 seconds.
 DD1746
 DD1746.The orthometric height was determined by differential leveling
 DD1746.and adjusted by the National Geodetic Survey in June 1991..
 DD1746
 DD1746.This Tidal Bench Mark is designated as VM 3665
 DD1746.by the Center for Operational Oceanographic Products and Services.
 DD1746
 DD1746.The geoid height was determined by GEOID03.
 DD1746
 DD1746.The dynamic height is computed by dividing the NAVD 88
 DD1746.geopotential number by the normal gravity value computed on the
 DD1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1746.degrees latitude (g = 980.6199 gals.).
 DD1746
 DD1746.The modeled gravity was interpolated from observed gravity values.
 DD1746
 DD1746;                    North         East    Units  Estimated Accuracy
 DD1746;SPC SC       -   228,480.      833,680.      MT  (+/- 180 meters Scaled)
 DD1746
 DD1746                          SUPERSEDED SURVEY CONTROL
 DD1746
 DD1746  NGVD 29 (03/21/89)    4.416  (m)           14.49   (f) ADJUSTED    1 2
 DD1746
 DD1746.Superseded values are not recommended for survey control.
 DD1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1746.See file dsdata.txt to determine how the superseded data were derived.
 DD1746
 DD1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT240503(NAD 83)
 DD1746_MARKER: DJ = TIDAL STATION DISK
 DD1746_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1746_SP_SET: COPPER-CLAD STEEL ROD
 DD1746_STAMPING: I.W. NO. 2 1975
 DD1746_MARK LOGO: NOS   
 DD1746_PROJECTION: RECESSED 7 CENTIMETERS
 DD1746_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1746+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1746
 DD1746  HISTORY     - Date     Condition        Report By
 DD1746  HISTORY     - 1975     MONUMENTED       NOS
 DD1746  HISTORY     - 1986     GOOD             SCGS
 DD1746  HISTORY     - 19920717 GOOD             NGS
 DD1746
 DD1746                          STATION DESCRIPTION
 DD1746
 DD1746'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1746'3.5 KM (2.2 MI) ESE FROM LITTLE RIVER.
 DD1746'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1746'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1746'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1746'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1746'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1746'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1746'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.5
 DD1746'KM (1.55 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD TO A FORK,
 DD1746'THENCE 1.0 KM (0.6 MI) NORTH NORTHWEST ALONG A SAND ROAD, THENCE 0.25
 DD1746'KM (0.15 MI) EASTERLY ALONG A SAND ROAD, SET AT THE WEST CORNER OF A
 DD1746'POND, 3.75 METERS (12.3 FT) SOUTHEAST OF THE CENTER OF THE SAND ROAD,
 DD1746'4.19 METERS (13.75 FT) SOUTHEAST OF A 9 INCH PINE TREE, 7.27 METERS
 DD1746'(23.85 FT) NORTH NORTHWEST OF A 16 INCH PINE TREE, 16.55 METERS (54.3
 DD1746'FT) SOUTHWEST OF AN 8 INCH HICKORY TREE AT THE NORTHWEST EDGE OF THE
 DD1746'POND, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND
 DD1746'RECESSED 07 CENTIMETERS.
 DD1746'THE MARK IS 2.44 METERS  WNW FROM A WITNESS POST.
 DD1746
 DD1746                          STATION RECOVERY (1992)
 DD1746
 DD1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1746'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1746'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1746'1.8 KM (1.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1
 DD1746'SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI) EASTERLY
 DD1746'ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.5 KM (1.55
 DD1746'MI) EASTERLY ALONG A SAND ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY
 DD1746'ALONG A SAND ROAD, THENCE 0.15 KM (0.10 MI) EASTERLY ALONG A SAND
 DD1746'ROAD, AT THE NORTHWEST END OF A POND, 5.2 M (17.1 FT) SOUTHWEST OF A
 DD1746'12-INCH PINE TREE, 4.1 M (13.5 FT) NORTHEAST OF A 6-INCH PINE TREE,
 DD1746'3.7 M (12.1 FT) SOUTHEAST OF THE CENTER OF A ROAD, 2.5 M (8.2 FT)
 DD1746'NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 DD1746'THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 DD1746'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 DD1746'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1744 ***********************************************************************
 DD1744  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1744  DESIGNATION -  866 0098 TIDAL IW 3
 DD1744  PID         -  DD1744
 DD1744  STATE/COUNTY-  SC/HORRY
 DD1744  USGS QUAD   -  LITTLE RIVER (1990)
 DD1744
 DD1744                         *CURRENT SURVEY CONTROL
 DD1744  ___________________________________________________________________
 DD1744* NAD 83(1986)-  33 52 06.     (N)    078 34 47.     (W)     SCALED    
 DD1744* NAVD 88     -         7.289  (meters)      23.91   (feet)  ADJUSTED  
 DD1744  ___________________________________________________________________
 DD1744  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DD1744  DYNAMIC HT  -           7.282 (meters)      23.89  (feet)  COMP
 DD1744  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 DD1744
 DD1744  VERT ORDER  -  FIRST     CLASS II
 DD1744
 DD1744.The horizontal coordinates were scaled from a topographic map and have
 DD1744.an estimated accuracy of +/- 6 seconds.
 DD1744
 DD1744.The orthometric height was determined by differential leveling
 DD1744.and adjusted by the National Geodetic Survey in June 1991..
 DD1744
 DD1744.This Tidal Bench Mark is designated as VM 3666
 DD1744.by the Center for Operational Oceanographic Products and Services.
 DD1744
 DD1744.The geoid height was determined by GEOID03.
 DD1744
 DD1744.The dynamic height is computed by dividing the NAVD 88
 DD1744.geopotential number by the normal gravity value computed on the
 DD1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1744.degrees latitude (g = 980.6199 gals.).
 DD1744
 DD1744.The modeled gravity was interpolated from observed gravity values.
 DD1744
 DD1744;                    North         East    Units  Estimated Accuracy
 DD1744;SPC SC       -   228,300.      833,480.      MT  (+/- 180 meters Scaled)
 DD1744
 DD1744                          SUPERSEDED SURVEY CONTROL
 DD1744
 DD1744  NGVD 29 (03/21/89)    7.609  (m)           24.96   (f) ADJUSTED    1 2
 DD1744
 DD1744.Superseded values are not recommended for survey control.
 DD1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1744.See file dsdata.txt to determine how the superseded data were derived.
 DD1744
 DD1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT238501(NAD 83)
 DD1744_MARKER: DJ = TIDAL STATION DISK
 DD1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1744_SP_SET: CONCRETE POST
 DD1744_STAMPING: I.W. NO. 3 1975
 DD1744_MARK LOGO: NOS   
 DD1744_PROJECTION: FLUSH
 DD1744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1744+STABILITY: SURFACE MOTION
 DD1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1744+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1744
 DD1744  HISTORY     - Date     Condition        Report By
 DD1744  HISTORY     - 1975     MONUMENTED       NOS
 DD1744  HISTORY     - 1986     GOOD             SCGS
 DD1744  HISTORY     - 19920717 GOOD             NGS
 DD1744
 DD1744                          STATION DESCRIPTION
 DD1744
 DD1744'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1744'3.3 KM (2.05 MI) ESE FROM LITTLE RIVER.
 DD1744'THE MARK IS 0.10 M ABOVE SAND ROAD.
 DD1744'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1744'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1744'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1744'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1744'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1744'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1744'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.5
 DD1744'KM (1.55 MI) EASTERLY THROUGHT GATE ALONG THE SAND ROAD TO A FORK,
 DD1744'THENCE 0.8 KM (0.5 MI) NORTH NORTHWEST ALONG A SAND ROAD, SET BETWEEN
 DD1744'TWO PECAN TREES OF THE WESTERN ROW, 8.55 METERS (28.05 FT) WEST
 DD1744'SOUTHWEST OF THE CENTER OF THE SAND ROAD, 153.6 METERS (503.94 FT)
 DD1744'SOUTH OF TIDAL BENCH MARK 866 0098 TIDAL 4, 21.1 METERS (69.23 FT)
 DD1744'SOUTH SOUTHEAST OF A 21 INCH PECAN TREE, 59.5 METERS (195.21 FT)
 DD1744'SOUTHWEST OF A 51 INCH LIVE OAK TREE, 16.2 METERS (53.15 FT) NORTH
 DD1744'NORTHWEST OF A 21 INCH PECAN TREE.
 DD1744
 DD1744                          STATION RECOVERY (1992)
 DD1744
 DD1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1744'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1744'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1744'1.8 KM (1.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1
 DD1744'SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI) EASTERLY
 DD1744'ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.5 KM (1.55
 DD1744'MI) EASTERLY ALONG A SAND ROAD, THENCE 0.8 KM (0.50 MI) NORTHERLY
 DD1744'ALONG A SAND ROAD, 153.6 M (503.9 FT) SOUTH OF BENCH MARK 866 0098
 DD1744'TIDAL IW 4, 20.9 M (68.6 FT) NORTH-NORTHWEST OF THE 4TH PECAN TREE
 DD1744'SOUTH OF THE NORTH END OF A ROW OF TREES, 16.0 M (52.5 FT)
 DD1744'SOUTH-SOUTHEAST OF THE 3RD PECAN TREE SOUTH OF THE NORTH END OF THE
 DD1744'ROW, 8.3 M (27.2 FT) WEST-SOUTHWEST OF AND LEVEL WITH THE CENTER OF
 DD1744'THE ROAD, 0.3 M (1.0 FT) EAST-NORTHEAST OF A WITNESS POST, AND THE
 DD1744'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1745 ***********************************************************************
 DD1745  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1745  DESIGNATION -  866 0098 TIDAL IW 4
 DD1745  PID         -  DD1745
 DD1745  STATE/COUNTY-  SC/HORRY
 DD1745  USGS QUAD   -  LITTLE RIVER (1990)
 DD1745
 DD1745                         *CURRENT SURVEY CONTROL
 DD1745  ___________________________________________________________________
 DD1745* NAD 83(1986)-  33 52 12.     (N)    078 34 48.     (W)     SCALED    
 DD1745* NAVD 88     -         7.169  (meters)      23.52   (feet)  ADJUSTED  
 DD1745  ___________________________________________________________________
 DD1745  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DD1745  DYNAMIC HT  -           7.162 (meters)      23.50  (feet)  COMP
 DD1745  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 DD1745
 DD1745  VERT ORDER  -  FIRST     CLASS II
 DD1745
 DD1745.The horizontal coordinates were scaled from a topographic map and have
 DD1745.an estimated accuracy of +/- 6 seconds.
 DD1745
 DD1745.The orthometric height was determined by differential leveling
 DD1745.and adjusted by the National Geodetic Survey in June 1991..
 DD1745
 DD1745.This Tidal Bench Mark is designated as VM 3667
 DD1745.by the Center for Operational Oceanographic Products and Services.
 DD1745
 DD1745.The geoid height was determined by GEOID03.
 DD1745
 DD1745.The dynamic height is computed by dividing the NAVD 88
 DD1745.geopotential number by the normal gravity value computed on the
 DD1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1745.degrees latitude (g = 980.6199 gals.).
 DD1745
 DD1745.The modeled gravity was interpolated from observed gravity values.
 DD1745
 DD1745;                    North         East    Units  Estimated Accuracy
 DD1745;SPC SC       -   228,480.      833,450.      MT  (+/- 180 meters Scaled)
 DD1745
 DD1745                          SUPERSEDED SURVEY CONTROL
 DD1745
 DD1745  NGVD 29 (03/21/89)    7.489  (m)           24.57   (f) ADJUSTED    1 2
 DD1745
 DD1745.Superseded values are not recommended for survey control.
 DD1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1745.See file dsdata.txt to determine how the superseded data were derived.
 DD1745
 DD1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT238503(NAD 83)
 DD1745_MARKER: DJ = TIDAL STATION DISK
 DD1745_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1745_SP_SET: COPPER-CLAD STEEL ROD
 DD1745_STAMPING: I.W. NO. 4 1975
 DD1745_MARK LOGO: NOS   
 DD1745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1745+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1745
 DD1745  HISTORY     - Date     Condition        Report By
 DD1745  HISTORY     - 1975     MONUMENTED       NOS
 DD1745  HISTORY     - 1986     GOOD             SCGS
 DD1745  HISTORY     - 19920717 GOOD             NGS
 DD1745
 DD1745                          STATION DESCRIPTION
 DD1745
 DD1745'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1745'3.3 KM (2.05 MI) ESE FROM LITTLE RIVER.
 DD1745'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1745'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1745'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1745'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1745'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1745'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1745'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1745'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.5
 DD1745'KM (1.55 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD TO A FORK,
 DD1745'THENCE 1.0 KM (0.6 MI) NORTH NORTHWEST ALONG A SAND ROAD, SET IN THE
 DD1745'NORTHEAST ANGLE OF A SAND ROAD LEADING EASTERLY TO A POND, 5.05
 DD1745'METERS (16.57 FT) WEST SOUTHWEST OF A 13 INCH PINE TREE AT THE
 DD1745'TIMBERLINE, 12.3 METERS (40.35 FT) EAST NORTHEAST OF THE CENTER OF
 DD1745'THE SAND ROAD, 18.85 METERS (61.84 FT) SOUTHEAST OF A 22 INCH PINE
 DD1745'TREE, 12.25 METERS (40.19 FT) NORTH NORTHWEST OF THE CENTER OF THE
 DD1745'SAND ROAD LEADING EASTERLY, 9.7 METERS (31.82 FT) SOUTH SOUTHEAST OF
 DD1745'THE EXTENDED CENTER OF A SAND ROAD LEADING WEST SOUTHWEST, ADD-ROD
 DD1745'DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1745'THE MARK IS 3.95 METERS  WSW FROM A WITNESS POST.
 DD1745
 DD1745                          STATION RECOVERY (1992)
 DD1745
 DD1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1745'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1745'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1745'1.8 KM (1.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1
 DD1745'SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI) EASTERLY
 DD1745'ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.5 KM (1.55
 DD1745'MI) EASTERLY ALONG A SAND ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY
 DD1745'ALONG A SAND ROAD, 153.6 M (503.9 FT) NORTH OF BENCH MARK 866 0098
 DD1745'TIDAL IW 3, 16.6 M (54.5 FT) WEST-SOUTHWEST OF A 13-INCH PINE TREE,
 DD1745'13.1 M (43.0 FT) NORTH-NORTHWEST OF THE CENTER OF A SAND ROAD LEADING
 DD1745'EAST, 12.4 M (40.7 FT) EAST-NORTHEAST OF AND LEVEL WITH THE ROAD
 DD1745'CENTER, 9.4 M (30.8 FT) SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF A
 DD1745'SAND ROAD LEADING WEST, AND 4.0 M (13.1 FT) WEST-SOUTHWEST OF A
 DD1745'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 DD1745'FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1748 ***********************************************************************
 DD1748  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1748  DESIGNATION -  866 0098 TIDAL IW 5
 DD1748  PID         -  DD1748
 DD1748  STATE/COUNTY-  SC/HORRY
 DD1748  USGS QUAD   -  LITTLE RIVER (1990)
 DD1748
 DD1748                         *CURRENT SURVEY CONTROL
 DD1748  ___________________________________________________________________
 DD1748* NAD 83(1986)-  33 52 07.     (N)    078 34 45.     (W)     SCALED    
 DD1748* NAVD 88     -         5.622  (meters)      18.44   (feet)  ADJUSTED  
 DD1748  ___________________________________________________________________
 DD1748  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DD1748  DYNAMIC HT  -           5.616 (meters)      18.43  (feet)  COMP
 DD1748  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 DD1748
 DD1748  VERT ORDER  -  FIRST     CLASS II
 DD1748
 DD1748.The horizontal coordinates were scaled from a topographic map and have
 DD1748.an estimated accuracy of +/- 6 seconds.
 DD1748
 DD1748.The orthometric height was determined by differential leveling
 DD1748.and adjusted by the National Geodetic Survey in June 1991..
 DD1748
 DD1748.This Tidal Bench Mark is designated as VM 3668
 DD1748.by the Center for Operational Oceanographic Products and Services.
 DD1748
 DD1748.The geoid height was determined by GEOID03.
 DD1748
 DD1748.The dynamic height is computed by dividing the NAVD 88
 DD1748.geopotential number by the normal gravity value computed on the
 DD1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1748.degrees latitude (g = 980.6199 gals.).
 DD1748
 DD1748.The modeled gravity was interpolated from observed gravity values.
 DD1748
 DD1748;                    North         East    Units  Estimated Accuracy
 DD1748;SPC SC       -   228,330.      833,530.      MT  (+/- 180 meters Scaled)
 DD1748
 DD1748                          SUPERSEDED SURVEY CONTROL
 DD1748
 DD1748  NGVD 29 (03/21/89)    5.941  (m)           19.49   (f) ADJUSTED    1 2
 DD1748
 DD1748.Superseded values are not recommended for survey control.
 DD1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1748.See file dsdata.txt to determine how the superseded data were derived.
 DD1748
 DD1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT239502(NAD 83)
 DD1748_MARKER: DJ = TIDAL STATION DISK
 DD1748_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1748_SP_SET: COPPER-CLAD STEEL ROD
 DD1748_STAMPING: I.W. NO. 5 1975
 DD1748_MARK LOGO: NOS   
 DD1748_PROJECTION: FLUSH
 DD1748_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1748+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1748
 DD1748  HISTORY     - Date     Condition        Report By
 DD1748  HISTORY     - 1975     MONUMENTED       NOS
 DD1748  HISTORY     - 1986     GOOD             SCGS
 DD1748  HISTORY     - 19920717 GOOD             NGS
 DD1748
 DD1748                          STATION DESCRIPTION
 DD1748
 DD1748'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1748'3.6 KM (2.25 MI) ESE FROM LITTLE RIVER.
 DD1748'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1748'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1748'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1748'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1748'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1748'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1748'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1748'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.5
 DD1748'KM (1.55 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD TO A FORK,
 DD1748'THENCE 1.0 KM (0.6 MI) NORTH NORTHWEST ALONG A SAND ROAD, THENCE 0.55
 DD1748'KM (0.35 MI) EASTERLY AND SOUTHEASTERLY ALONG A SAND ROAD AROUND THE
 DD1748'EDGE OF A POND, SET IN A SMALL CLEARING, 5.3 METERS (17.39 FT) WEST
 DD1748'NORTHWEST OF THE CENTER OF THE ROAD, 4.55 METERS (14.93 FT) SOUTH
 DD1748'SOUTHWEST OF A 10 INCH OAK TREE, 11.97 METERS (39.27 FT) NORTHWEST OF
 DD1748'A TWIN TRUNK OAK TREE MEASURING 12 INCHES AT THE BASE, 2.82 METERS
 DD1748'(9.25 FT) NORTH NORTHEAST OF A 7 INCH PINE TREE, ADD-ROD DEPTH
 DD1748'UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND RECESSED 05 CENTIMETERS.
 DD1748'THE MARK IS 0.22 METERS  E FROM A WITNESS POST.
 DD1748
 DD1748                          STATION RECOVERY (1992)
 DD1748
 DD1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1748'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1748'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1748'1.8 KM (1.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1
 DD1748'SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI) EASTERLY
 DD1748'ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.5 KM (1.55
 DD1748'MI) EASTERLY ALONG A SAND ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY
 DD1748'ALONG A SAND ROAD, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG A SAND
 DD1748'ROAD, 5.3 M (17.4 FT) WEST-NORTHWEST OF AND LEVEL WITH THE ROAD
 DD1748'CENTER, 4.5 M (14.8 FT) SOUTH-SOUTHWEST OF A 12-INCH PINE TREE, 2.8 M
 DD1748'(9.2 FT) NORTH-NORTHEAST OF AN 8-INCH PINE TREE, AND 0.2 M (0.7 FT)
 DD1748'EAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC
 DD1748'PIPE AND IS RECESSED 0.5 M (1.6 FT) BELOW THE GROUND SURFACE.  THE
 DD1748'ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1764 ***********************************************************************
 DD1764  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1764  DESIGNATION -  866 0121 TIDAL LR 1
 DD1764  PID         -  DD1764
 DD1764  STATE/COUNTY-  SC/HORRY
 DD1764  USGS QUAD   -  LITTLE RIVER (1990)
 DD1764
 DD1764                         *CURRENT SURVEY CONTROL
 DD1764  ___________________________________________________________________
 DD1764* NAD 83(1986)-  33 52 18.     (N)    078 36 36.     (W)     SCALED    
 DD1764* NAVD 88     -         6.228  (meters)      20.43   (feet)  ADJUSTED  
 DD1764  ___________________________________________________________________
 DD1764  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DD1764  DYNAMIC HT  -           6.221 (meters)      20.41  (feet)  COMP
 DD1764  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 DD1764
 DD1764  VERT ORDER  -  FIRST     CLASS II
 DD1764
 DD1764.The horizontal coordinates were scaled from a topographic map and have
 DD1764.an estimated accuracy of +/- 6 seconds.
 DD1764
 DD1764.The orthometric height was determined by differential leveling
 DD1764.and adjusted by the National Geodetic Survey in June 1991..
 DD1764
 DD1764.This Tidal Bench Mark is designated as VM 3669
 DD1764.by the Center for Operational Oceanographic Products and Services.
 DD1764
 DD1764.The geoid height was determined by GEOID03.
 DD1764
 DD1764.The dynamic height is computed by dividing the NAVD 88
 DD1764.geopotential number by the normal gravity value computed on the
 DD1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1764.degrees latitude (g = 980.6199 gals.).
 DD1764
 DD1764.The modeled gravity was interpolated from observed gravity values.
 DD1764
 DD1764;                    North         East    Units  Estimated Accuracy
 DD1764;SPC SC       -   228,600.      830,670.      MT  (+/- 180 meters Scaled)
 DD1764
 DD1764                          SUPERSEDED SURVEY CONTROL
 DD1764
 DD1764  NGVD 29 (03/21/89)    6.550  (m)           21.49   (f) ADJUSTED    1 2
 DD1764
 DD1764.Superseded values are not recommended for survey control.
 DD1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1764.See file dsdata.txt to determine how the superseded data were derived.
 DD1764
 DD1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT210504(NAD 83)
 DD1764_MARKER: DJ = TIDAL STATION DISK
 DD1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1764_SP_SET: CONCRETE POST
 DD1764_STAMPING: L.R. NO. 1 1975
 DD1764_MARK LOGO: NOS   
 DD1764_PROJECTION: RECESSED 14 CENTIMETERS
 DD1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1764+STABILITY: SURFACE MOTION
 DD1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1764+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD1764
 DD1764  HISTORY     - Date     Condition        Report By
 DD1764  HISTORY     - 1975     MONUMENTED       NOS
 DD1764  HISTORY     - 1986     GOOD             SCGS
 DD1764  HISTORY     - 19920717 GOOD             NGS
 DD1764  HISTORY     - 19990909 GOOD             USPSQD
 DD1764  HISTORY     - 20040707 GOOD             USPSQD
 DD1764  HISTORY     - 20051031 GOOD             USPSQD
 DD1764
 DD1764                          STATION DESCRIPTION
 DD1764
 DD1764'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1764'IN LITTLE RIVER.
 DD1764'THE MARK IS ABOVE LEVEL WITH AVENUES.
 DD1764'0.6 KM (0.4 MI) SOUTHEAST ALONG STATE ROAD 50 (MINEOLA AVENUE) FROM
 DD1764'THE JUNCTION OF U.S. HIGHWAY 17 IN LITTLE RIVER, SET NEAR A POWER
 DD1764'POLE NUMBER 42372 WITH A WITNESS SIGN ATTACHED IN THE SOUTHEAST ANGLE
 DD1764'OF RIVERVIEW AVENUE, 1.03 METERS (3.38 FT) NORTHEAST OF THE POWER
 DD1764'POLE, 9.45 METERS (31.0 FT) SOUTH SOUTHEAST OF THE CENTER OF MINEOLA
 DD1764'AVENUE, 6.4 METERS (21.0 FT) WEST SOUTHWEST OF THE CENTER OF
 DD1764'RIVERVIEW AVENUE, 24.31 METERS (79.76 FT) NORTH NORTHWEST OF A FIRE
 DD1764'HYDRANT.
 DD1764
 DD1764                          STATION RECOVERY (1992)
 DD1764
 DD1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1764'IN LITTLE RIVER, AT THE INTERSECTION OF MINEOLA AVENUE AND RIVERVIEW
 DD1764'ROAD, 9.4 M (30.8 FT) NORTHEAST OF AND LEVEL WITH THE AVENUE
 DD1764'CENTERLINE, 7.9 M (25.9 FT) NORTHWEST OF THE CENTER OF AN ENTRANCE OF
 DD1764'A PARKING LOT, 0.9 M (3.0 FT) NORTHEAST OF THE MOST NORTHERLY LEG OF
 DD1764'A DOUBLE UTILITY POLE, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST,
 DD1764'AND THE MONUMENT IS RECESSED 0.07 M (0.23 FT) BELOW THE GROUND
 DD1764'SURFACE.
 DD1764
 DD1764                          STATION RECOVERY (1999)
 DD1764
 DD1764'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1764'RECOVERED IN GOOD CONDITION.
 DD1764
 DD1764                          STATION RECOVERY (2004)
 DD1764
 DD1764'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1764'RECOVERED IN GOOD CONDITION.
 DD1764
 DD1764                          STATION RECOVERY (2005)
 DD1764
 DD1764'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1766 ***********************************************************************
 DD1766  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1766  DESIGNATION -  866 0121 TIDAL LR 5
 DD1766  PID         -  DD1766
 DD1766  STATE/COUNTY-  SC/HORRY
 DD1766  USGS QUAD   -  LITTLE RIVER (1990)
 DD1766
 DD1766                         *CURRENT SURVEY CONTROL
 DD1766  ___________________________________________________________________
 DD1766* NAD 83(1986)-  33 52 21.     (N)    078 36 27.     (W)     SCALED    
 DD1766* NAVD 88     -         4.077  (meters)      13.38   (feet)  ADJUSTED  
 DD1766  ___________________________________________________________________
 DD1766  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 DD1766  DYNAMIC HT  -           4.073 (meters)      13.36  (feet)  COMP
 DD1766  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 DD1766
 DD1766  VERT ORDER  -  FIRST     CLASS II
 DD1766
 DD1766.The horizontal coordinates were scaled from a topographic map and have
 DD1766.an estimated accuracy of +/- 6 seconds.
 DD1766
 DD1766.The orthometric height was determined by differential leveling
 DD1766.and adjusted by the National Geodetic Survey in June 1991..
 DD1766
 DD1766.This Tidal Bench Mark is designated as VM 3672
 DD1766.by the Center for Operational Oceanographic Products and Services.
 DD1766
 DD1766.The geoid height was determined by GEOID03.
 DD1766
 DD1766.The dynamic height is computed by dividing the NAVD 88
 DD1766.geopotential number by the normal gravity value computed on the
 DD1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1766.degrees latitude (g = 980.6199 gals.).
 DD1766
 DD1766.The modeled gravity was interpolated from observed gravity values.
 DD1766
 DD1766;                    North         East    Units  Estimated Accuracy
 DD1766;SPC SC       -   228,700.      830,900.      MT  (+/- 180 meters Scaled)
 DD1766
 DD1766                          SUPERSEDED SURVEY CONTROL
 DD1766
 DD1766  NGVD 29 (03/21/89)    4.400  (m)           14.44   (f) ADJUSTED    1 2
 DD1766
 DD1766.Superseded values are not recommended for survey control.
 DD1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1766.See file dsdata.txt to determine how the superseded data were derived.
 DD1766
 DD1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT212505(NAD 83)
 DD1766_MARKER: DJ = TIDAL STATION DISK
 DD1766_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1766_SP_SET: COPPER-CLAD STEEL ROD
 DD1766_STAMPING: L.R. NO. 5 1975
 DD1766_MARK LOGO: NOS   
 DD1766_PROJECTION: FLUSH
 DD1766_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1766+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1766
 DD1766  HISTORY     - Date     Condition        Report By
 DD1766  HISTORY     - 1975     MONUMENTED       NOS
 DD1766  HISTORY     - 1986     GOOD             SCGS
 DD1766  HISTORY     - 19920717 GOOD             NGS
 DD1766  HISTORY     - 19990909 GOOD             USPSQD
 DD1766
 DD1766                          STATION DESCRIPTION
 DD1766
 DD1766'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1766'IN LITTLE RIVER.
 DD1766'0.6 KM (0.4 MI) SOUTHEAST ALONG STATE ROAD 50 (MINEOLA AVENUE) FROM
 DD1766'THE JUNCTION OF U.S. HIGHWAY 17 IN LITTLE RIVER, THENCE 0.25 KM
 DD1766'(0.15 MI) EASTERLY ALONG RIVERVIEW AVENUE, THENCE 0.1 KM (0.05 MI)
 DD1766'NORTHWEST ALONG LAKESIDE DRIVE, SET NEAR A POWER POLE NUMBER 42331 AT
 DD1766'THE ENTRANCE DRIVE TO A BRICK HOUSE, 1.3 METERS (4.27 FT) NORTH OF
 DD1766'THE POWER POLE, 7.0 METERS (22.97 FT) NORTH NORTHWEST OF THE CENTER
 DD1766'OF THE DRIVE, 8.65 METERS (28.38 FT) EAST NORTHEAST OF THE CENTER OF
 DD1766'THE AVENUE, 13.7 METERS (44.95 FT) NORTHEAST OF THE NORTHEAST CORNER
 DD1766'OF THE TWIN GARAGE OF THE HOUSE, 50.25 METERS (164.86 FT) SOUTH
 DD1766'SOUTHEAST OF THE CENTER OF EDGEWOOD AVENUE, ADD-ROD DEPTH UNKNOWN,
 DD1766'REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1766'THE MARK IS 0.24 METERS  WSW FROM A WITNESS POST.
 DD1766
 DD1766                          STATION RECOVERY (1992)
 DD1766
 DD1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1766'IN LITTLE RIVER, AT THE INTERSECTION OF RIVERVIEW ROAD AND LAKESIDE
 DD1766'DRIVE, 56.3 M (184.7 FT) NORTHWEST OF THE CENTER OF THE ROAD, 13.7 M
 DD1766'(44.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AT 4466
 DD1766'LAKESIDE DRIVE, 8.7 M (28.5 FT) SOUTHWEST OF THE CENTER OF THE DRIVE,
 DD1766'6.1 M (20.0 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY, 1.2 M (3.9 FT)
 DD1766'NORTH OF A UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE,
 DD1766'AND 0.2 M (0.7 FT) EAST-NORTHEAST OF A WITNESS POST.  NOTE--THE DISK
 DD1766'IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.03 M (0.10 FT)
 DD1766'BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1766
 DD1766                          STATION RECOVERY (1999)
 DD1766
 DD1766'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1738 ***********************************************************************
 DD1738  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1738  DESIGNATION -  866 0147 TIDAL LRN 1
 DD1738  PID         -  DD1738
 DD1738  STATE/COUNTY-  SC/HORRY
 DD1738  USGS QUAD   -  LITTLE RIVER (1990)
 DD1738
 DD1738                         *CURRENT SURVEY CONTROL
 DD1738  ___________________________________________________________________
 DD1738* NAD 83(1986)-  33 51 36.     (N)    078 34 51.     (W)     SCALED    
 DD1738* NAVD 88     -         9.044  (meters)      29.67   (feet)  ADJUSTED  
 DD1738  ___________________________________________________________________
 DD1738  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DD1738  DYNAMIC HT  -           9.035 (meters)      29.64  (feet)  COMP
 DD1738  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 DD1738
 DD1738  VERT ORDER  -  FIRST     CLASS II
 DD1738
 DD1738.The horizontal coordinates were scaled from a topographic map and have
 DD1738.an estimated accuracy of +/- 6 seconds.
 DD1738
 DD1738.The orthometric height was determined by differential leveling
 DD1738.and adjusted by the National Geodetic Survey in June 1991..
 DD1738
 DD1738.This Tidal Bench Mark is designated as VM 3674
 DD1738.by the Center for Operational Oceanographic Products and Services.
 DD1738
 DD1738.The geoid height was determined by GEOID03.
 DD1738
 DD1738.The dynamic height is computed by dividing the NAVD 88
 DD1738.geopotential number by the normal gravity value computed on the
 DD1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1738.degrees latitude (g = 980.6199 gals.).
 DD1738
 DD1738.The modeled gravity was interpolated from observed gravity values.
 DD1738
 DD1738;                    North         East    Units  Estimated Accuracy
 DD1738;SPC SC       -   227,370.      833,400.      MT  (+/- 180 meters Scaled)
 DD1738
 DD1738                          SUPERSEDED SURVEY CONTROL
 DD1738
 DD1738  NGVD 29 (03/21/89)    9.364  (m)           30.72   (f) ADJUSTED    1 2
 DD1738
 DD1738.Superseded values are not recommended for survey control.
 DD1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1738.See file dsdata.txt to determine how the superseded data were derived.
 DD1738
 DD1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT237492(NAD 83)
 DD1738_MARKER: DJ = TIDAL STATION DISK
 DD1738_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1738_SP_SET: COPPER-CLAD STEEL ROD
 DD1738_STAMPING: L.R.N. NO. 1 1975
 DD1738_MARK LOGO: NOS   
 DD1738_PROJECTION: FLUSH
 DD1738_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1738+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1738
 DD1738  HISTORY     - Date     Condition        Report By
 DD1738  HISTORY     - 1975     MONUMENTED       NOS
 DD1738  HISTORY     - 1986     GOOD             SCGS
 DD1738  HISTORY     - 19920717 GOOD             NGS
 DD1738  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1738  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD1738
 DD1738                          STATION DESCRIPTION
 DD1738
 DD1738'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1738'3.7 KM (2.3 MI) SE FROM LITTLE RIVER.
 DD1738'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1738'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1738'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1738'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1738'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1738'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1738'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1738'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.1
 DD1738'KM (1.3 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD, SET NEAR A 17
 DD1738'INCH HICKORY TREE AT A POINT WHERE DUNN SOUND COMES CLOSEST TO THE
 DD1738'ROAD, 3.2 METERS (10.5 FT) EAST NORTHEAST OF A TREE WITH ONE TRUNK
 DD1738'SEVERED, 13.9 METERS (45.6 FT) SOUTH SOUTHEAST OF A 6 INCH CEDAR
 DD1738'TREE, 4.33 METERS (14.21 FT) NORTHEAST OF AN 8 INCH HOLLY TREE, 5.8
 DD1738'METERS (19.03 FT) SOUTH SOUTHEAST OF THE CENTER OF THE SAND ROAD,
 DD1738'12.4 METERS (40.68 FT) WEST NORTHWEST OF THE 29 INCH BASE OF A TWIN
 DD1738'TRUNK HICKORY TREE AT THE EMBANKMENT OF THE SOUND, ADD-ROD DEPTH
 DD1738'UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND RECESSED 07 CENTIMETERS.
 DD1738'THE MARK IS 9.10 METERS  NNW FROM A WITNESS POST.
 DD1738
 DD1738                          STATION RECOVERY (1992)
 DD1738
 DD1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1738'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1738'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1738'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1738'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI)
 DD1738'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.1 KM
 DD1738'(1.30 MI) EASTERLY ALONG A SAND ROAD, 83.1 M (272.6 FT)
 DD1738'WEST-SOUTHWEST OF BENCH MARK 866 0147 TIDAL LRN 2, 24.8 M (81.4 FT)
 DD1738'WEST OF A 12-INCH CEDAR TREE, 8.6 M (28.2 FT) NORTH-NORTHEAST OF A
 DD1738'WITNESS POST, 5.8 M (19.0 FT) SOUTH-SOUTHEAST OF AND LEVEL WITH THE
 DD1738'ROAD CENTER, 4.3 M (14.1 FT) NORTHEAST OF AN 8-INCH HOLLY TREE, AND
 DD1738'3.2 M (10.5 FT) EAST-NORTHEAST OF A 30-INCH HICKORY TREE.  NOTE--THE
 DD1738'DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.5 M (1.6 FT)
 DD1738'BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1738
 DD1738                          STATION RECOVERY (1999)
 DD1738
 DD1738'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1738'MARK NOT FOUND.
 DD1738
 DD1738                          STATION RECOVERY (2004)
 DD1738
 DD1738'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1739 ***********************************************************************
 DD1739  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1739  DESIGNATION -  866 0147 TIDAL LRN 2
 DD1739  PID         -  DD1739
 DD1739  STATE/COUNTY-  SC/HORRY
 DD1739  USGS QUAD   -  LITTLE RIVER (1990)
 DD1739
 DD1739                         *CURRENT SURVEY CONTROL
 DD1739  ___________________________________________________________________
 DD1739* NAD 83(1986)-  33 51 38.     (N)    078 34 45.     (W)     SCALED    
 DD1739* NAVD 88     -         9.134  (meters)      29.97   (feet)  ADJUSTED  
 DD1739  ___________________________________________________________________
 DD1739  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DD1739  DYNAMIC HT  -           9.125 (meters)      29.94  (feet)  COMP
 DD1739  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 DD1739
 DD1739  VERT ORDER  -  FIRST     CLASS II
 DD1739
 DD1739.The horizontal coordinates were scaled from a topographic map and have
 DD1739.an estimated accuracy of +/- 6 seconds.
 DD1739
 DD1739.The orthometric height was determined by differential leveling
 DD1739.and adjusted by the National Geodetic Survey in June 1991..
 DD1739
 DD1739.This Tidal Bench Mark is designated as VM 3675
 DD1739.by the Center for Operational Oceanographic Products and Services.
 DD1739
 DD1739.The geoid height was determined by GEOID03.
 DD1739
 DD1739.The dynamic height is computed by dividing the NAVD 88
 DD1739.geopotential number by the normal gravity value computed on the
 DD1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1739.degrees latitude (g = 980.6199 gals.).
 DD1739
 DD1739.The modeled gravity was interpolated from observed gravity values.
 DD1739
 DD1739;                    North         East    Units  Estimated Accuracy
 DD1739;SPC SC       -   227,430.      833,550.      MT  (+/- 180 meters Scaled)
 DD1739
 DD1739                          SUPERSEDED SURVEY CONTROL
 DD1739
 DD1739  NGVD 29 (03/21/89)    9.454  (m)           31.02   (f) ADJUSTED    1 2
 DD1739
 DD1739.Superseded values are not recommended for survey control.
 DD1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1739.See file dsdata.txt to determine how the superseded data were derived.
 DD1739
 DD1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT239493(NAD 83)
 DD1739_MARKER: DJ = TIDAL STATION DISK
 DD1739_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1739_SP_SET: COPPER-CLAD STEEL ROD
 DD1739_STAMPING: L.R.N. NO. 2 1975
 DD1739_MARK LOGO: NOS   
 DD1739_PROJECTION: FLUSH
 DD1739_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1739+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1739
 DD1739  HISTORY     - Date     Condition        Report By
 DD1739  HISTORY     - 1975     MONUMENTED       NOS
 DD1739  HISTORY     - 1986     GOOD             SCGS
 DD1739  HISTORY     - 19920717 GOOD             NGS
 DD1739  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1739  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD1739
 DD1739                          STATION DESCRIPTION
 DD1739
 DD1739'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1739'3.8 KM (2.35 MI) SE FROM LITTLE RIVER.
 DD1739'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1739'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1739'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1739'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1739'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1739'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1739'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1739'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.2
 DD1739'KM (1.4 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD, SET NEAR A
 DD1739'SPLIT TRUNK PINE TREE AT THE MOUTH OF A CREEK ON DUNN SOUND, 2.65
 DD1739'METERS (8.69 FT) NORTH NORTHWEST OF THE 32 INCH BASE OF A PINE TREE,
 DD1739'4.2 METERS (13.78 FT) EAST NORTHEAST OF A 12 INCH PINE TREE, 7.5
 DD1739'METERS (24.61 FT) WEST NORTHWEST OF A 21 INCH OAK TREE, 6.55 METERS
 DD1739'(21.49 FT) SOUTH SOUTHEAST OF THE CENTER OF THE SAND ROAD, ADD-ROD
 DD1739'DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND RECESSED 07
 DD1739'CENTIMETERS.
 DD1739'THE MARK IS 7.30 METERS  NW FROM A WITNESS POST.
 DD1739
 DD1739                          STATION RECOVERY (1992)
 DD1739
 DD1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1739'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1739'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1739'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1739'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI)
 DD1739'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.2 KM
 DD1739'(1.35 MI) EASTERLY ALONG A SAND ROAD, 114.7 M (376.3 FT)
 DD1739'WEST-SOUTHWEST OF BENCH MARK 866 0147 TIDAL LRN 3, 7.5 M (24.6 FT)
 DD1739'WEST-SOUTHWEST OF A 21-INCH OAK TREE, 6.6 M (21.7 FT) SOUTH-SOUTHEAST
 DD1739'OF AND LEVEL WITH THE ROAD CENTER, 5.1 M (16.7 FT) WEST-SOUTHWEST OF
 DD1739'A WITNESS POST, 4.2 M (13.8 FT) EAST-NORTHEAST OF A 12-INCH PINE
 DD1739'TREE, AND 2.6 M (8.5 FT) NORTH-NORTHWEST OF A 32-INCH PINE TREE.
 DD1739'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.5 M
 DD1739'(1.6 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1739
 DD1739                          STATION RECOVERY (1999)
 DD1739
 DD1739'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1739'MARK NOT FOUND.
 DD1739
 DD1739                          STATION RECOVERY (2004)
 DD1739
 DD1739'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1740 ***********************************************************************
 DD1740  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1740  DESIGNATION -  866 0147 TIDAL LRN 3
 DD1740  PID         -  DD1740
 DD1740  STATE/COUNTY-  SC/HORRY
 DD1740  USGS QUAD   -  LITTLE RIVER (1990)
 DD1740
 DD1740                         *CURRENT SURVEY CONTROL
 DD1740  ___________________________________________________________________
 DD1740* NAD 83(1986)-  33 51 39.     (N)    078 34 43.     (W)     SCALED    
 DD1740* NAVD 88     -         6.526  (meters)      21.41   (feet)  ADJUSTED  
 DD1740  ___________________________________________________________________
 DD1740  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DD1740  DYNAMIC HT  -           6.520 (meters)      21.39  (feet)  COMP
 DD1740  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 DD1740
 DD1740  VERT ORDER  -  FIRST     CLASS II
 DD1740
 DD1740.The horizontal coordinates were scaled from a topographic map and have
 DD1740.an estimated accuracy of +/- 6 seconds.
 DD1740
 DD1740.The orthometric height was determined by differential leveling
 DD1740.and adjusted by the National Geodetic Survey in June 1991..
 DD1740
 DD1740.This Tidal Bench Mark is designated as VM 3676
 DD1740.by the Center for Operational Oceanographic Products and Services.
 DD1740
 DD1740.The geoid height was determined by GEOID03.
 DD1740
 DD1740.The dynamic height is computed by dividing the NAVD 88
 DD1740.geopotential number by the normal gravity value computed on the
 DD1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1740.degrees latitude (g = 980.6199 gals.).
 DD1740
 DD1740.The modeled gravity was interpolated from observed gravity values.
 DD1740
 DD1740;                    North         East    Units  Estimated Accuracy
 DD1740;SPC SC       -   227,470.      833,600.      MT  (+/- 180 meters Scaled)
 DD1740
 DD1740                          SUPERSEDED SURVEY CONTROL
 DD1740
 DD1740  NGVD 29 (03/21/89)    6.846  (m)           22.46   (f) ADJUSTED    1 2
 DD1740
 DD1740.Superseded values are not recommended for survey control.
 DD1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1740.See file dsdata.txt to determine how the superseded data were derived.
 DD1740
 DD1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT239493(NAD 83)
 DD1740_MARKER: DJ = TIDAL STATION DISK
 DD1740_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1740_SP_SET: COPPER-CLAD STEEL ROD
 DD1740_STAMPING: L.R.N. NO. 3 1975
 DD1740_MARK LOGO: NOS   
 DD1740_PROJECTION: FLUSH
 DD1740_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1740+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1740
 DD1740  HISTORY     - Date     Condition        Report By
 DD1740  HISTORY     - 1975     MONUMENTED       NOS
 DD1740  HISTORY     - 1986     GOOD             SCGS
 DD1740  HISTORY     - 19920717 GOOD             NGS
 DD1740  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1740  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD1740
 DD1740                          STATION DESCRIPTION
 DD1740
 DD1740'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1740'3.8 KM (2.35 MI) SE FROM LITTLE RIVER.
 DD1740'THE MARK IS 0.20 M BELOW SAND ROAD.
 DD1740'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1740'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1740'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1740'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1740'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1740'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1740'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.3
 DD1740'KM (1.45 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD, SET NEAR A
 DD1740'LARGE LIVE OAK TREE BEFORE A RISE IN THE ROAD, 6.2 METERS (20.34 FT)
 DD1740'NORTHWEST OF THE 33 INCH OAK TREE, 11.5 METERS (37.73 FT) EAST
 DD1740'NORTHEAST OF A 22 INCH PINE TREE, 58.52 METERS (192.0 FT) WEST
 DD1740'SOUTHWEST OF TIDAL BENCH MARK 866 0147 TIDAL 4, 10.07 METERS (33.04
 DD1740'FT) SOUTH SOUTHEAST OF THE CENTER OF THE SAND ROAD, 19.4 METERS
 DD1740'(63.65 FT) WEST SOUTHWEST OF A 20 INCH PINE TREE NEAR THE EDGE OF THE
 DD1740'ROAD, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND
 DD1740'RECESSED 07 CENTIMETERS.
 DD1740'THE MARK IS 24.2 METERS  NNW FROM A WITNESS POST.
 DD1740
 DD1740                          STATION RECOVERY (1992)
 DD1740
 DD1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1740'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1740'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1740'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1740'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI)
 DD1740'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.3 KM
 DD1740'(1.40 MI) EASTERLY ALONG A SAND ROAD, 58.5 M (191.9 FT)
 DD1740'WEST-SOUTHWEST OF BENCH MARK 866 0147 TIDAL LRN 4, 11.5 M (37.7 FT)
 DD1740'EAST-NORTHEAST OF A 22-INCH PINE TREE, 10.1 M (33.1 FT)
 DD1740'SOUTH-SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD, AND 6.2 M
 DD1740'(20.3 FT) NORTHWEST OF A 33-INCH OAK TREE.  NOTE--THE DISK IS ENCASED
 DD1740'IN A 4-INCH PVC PIPE AND IS RECESSED 0.5 M (1.6 FT) BELOW THE GROUND
 DD1740'SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1740
 DD1740                          STATION RECOVERY (1999)
 DD1740
 DD1740'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1740'MARK NOT FOUND.
 DD1740
 DD1740                          STATION RECOVERY (2004)
 DD1740
 DD1740'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1741 ***********************************************************************
 DD1741  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1741  DESIGNATION -  866 0147 TIDAL LRN 4
 DD1741  PID         -  DD1741
 DD1741  STATE/COUNTY-  SC/HORRY
 DD1741  USGS QUAD   -  LITTLE RIVER (1990)
 DD1741
 DD1741                         *CURRENT SURVEY CONTROL
 DD1741  ___________________________________________________________________
 DD1741* NAD 83(1986)-  33 51 39.     (N)    078 34 41.     (W)     SCALED    
 DD1741* NAVD 88     -         8.025  (meters)      26.33   (feet)  ADJUSTED  
 DD1741  ___________________________________________________________________
 DD1741  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DD1741  DYNAMIC HT  -           8.017 (meters)      26.30  (feet)  COMP
 DD1741  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 DD1741
 DD1741  VERT ORDER  -  FIRST     CLASS II
 DD1741
 DD1741.The horizontal coordinates were scaled from a topographic map and have
 DD1741.an estimated accuracy of +/- 6 seconds.
 DD1741
 DD1741.The orthometric height was determined by differential leveling
 DD1741.and adjusted by the National Geodetic Survey in June 1991..
 DD1741
 DD1741.This Tidal Bench Mark is designated as VM 3677
 DD1741.by the Center for Operational Oceanographic Products and Services.
 DD1741
 DD1741.The geoid height was determined by GEOID03.
 DD1741
 DD1741.The dynamic height is computed by dividing the NAVD 88
 DD1741.geopotential number by the normal gravity value computed on the
 DD1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1741.degrees latitude (g = 980.6199 gals.).
 DD1741
 DD1741.The modeled gravity was interpolated from observed gravity values.
 DD1741
 DD1741;                    North         East    Units  Estimated Accuracy
 DD1741;SPC SC       -   227,470.      833,650.      MT  (+/- 180 meters Scaled)
 DD1741
 DD1741                          SUPERSEDED SURVEY CONTROL
 DD1741
 DD1741  NGVD 29 (03/21/89)    8.345  (m)           27.38   (f) ADJUSTED    1 2
 DD1741
 DD1741.Superseded values are not recommended for survey control.
 DD1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1741.See file dsdata.txt to determine how the superseded data were derived.
 DD1741
 DD1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT240493(NAD 83)
 DD1741_MARKER: DJ = TIDAL STATION DISK
 DD1741_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1741_SP_SET: COPPER-CLAD STEEL ROD
 DD1741_STAMPING: L.R.N. NO. 4 1975
 DD1741_MARK LOGO: NOS   
 DD1741_PROJECTION: FLUSH
 DD1741_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1741+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1741
 DD1741  HISTORY     - Date     Condition        Report By
 DD1741  HISTORY     - 1975     MONUMENTED       NOS
 DD1741  HISTORY     - 1986     GOOD             SCGS
 DD1741  HISTORY     - 19920717 GOOD             NGS
 DD1741  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1741  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD1741
 DD1741                          STATION DESCRIPTION
 DD1741
 DD1741'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1741'3.8 KM (2.35 MI) SE FROM LITTLE RIVER.
 DD1741'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1741'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1741'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1741'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1741'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1741'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1741'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1741'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.4
 DD1741'KM (1.5 MI) EASTERLY THROUGH THE GATE ALONG THE SAND ROAD, SET IN THE
 DD1741'SOUTHWEST ANGLE OF A DRIVE LEADING TO A TWO STORY WOODEN HOUSE, 9.3
 DD1741'METERS (30.51 FT) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 18.25
 DD1741'METERS (59.88 FT) SOUTH SOUTHEAST OF A 37 INCH LEANING OAK TREE, 11.9
 DD1741'METERS (39.04 FT) EAST OF A 30 INCH OAK TREE, 14.3 METERS (46.92 FT)
 DD1741'SOUTHWEST OF THE CENTER OF A TWIN TRUNK OAK TREE IN THE ANGLE OF THE
 DD1741'DRIVE, 28.4 METERS (93.18 FT) WEST SOUTHWEST OF A 30 INCH OAK TREE IN
 DD1741'THE VEE OF THE DRIVE, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO
 DD1741'REFUSAL, AND RECESSED 05 CENTIMETERS.
 DD1741'THE MARK IS 17.2 METERS  WSW FROM A WITNESS POST.
 DD1741
 DD1741                          STATION RECOVERY (1992)
 DD1741
 DD1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1741'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1741'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1741'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1741'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI)
 DD1741'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.4 KM
 DD1741'(1.50 MI) EASTERLY ALONG A SAND ROAD, 58.5 M (191.9 FT) EAST
 DD1741'NORTHEAST OF BENCH MARK 866 0147 TIDAL LRN 3, 31.6 M (103.7 FT) WEST
 DD1741'OF THE SOUTH EDGE OF A DRIVEWAY LEADING SOUTH, 18.2 M (59.7 FT)
 DD1741'SOUTH-SOUTHEAST OF A 37-INCH OAK TREE, 17.3 M (56.8 FT) SOUTHWEST OF
 DD1741'A WITNESS POST, 14.3 M (46.9 FT) SOUTHWEST OF A TWIN TRUNK OAK TREE,
 DD1741'11.9 M (39.0 FT) EAST OF A 30-INCH OAK TREE, AND 9.4 M (30.8 FT)
 DD1741'SOUTH-SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD.  NOTE--THE
 DD1741'DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.05 M (0.16 FT)
 DD1741'BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1741
 DD1741                          STATION RECOVERY (1999)
 DD1741
 DD1741'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1741'MARK NOT FOUND.
 DD1741
 DD1741                          STATION RECOVERY (2004)
 DD1741
 DD1741'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1742 ***********************************************************************
 DD1742  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1742  DESIGNATION -  866 0148 E TIDAL
 DD1742  PID         -  DD1742
 DD1742  STATE/COUNTY-  SC/HORRY
 DD1742  USGS QUAD   -  LITTLE RIVER (1990)
 DD1742
 DD1742                         *CURRENT SURVEY CONTROL
 DD1742  ___________________________________________________________________
 DD1742* NAD 83(1986)-  33 51 41.     (N)    078 34 33.     (W)     SCALED    
 DD1742* NAVD 88     -         6.127  (meters)      20.10   (feet)  ADJUSTED  
 DD1742  ___________________________________________________________________
 DD1742  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DD1742  DYNAMIC HT  -           6.121 (meters)      20.08  (feet)  COMP
 DD1742  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 DD1742
 DD1742  VERT ORDER  -  FIRST     CLASS II
 DD1742
 DD1742.The horizontal coordinates were scaled from a topographic map and have
 DD1742.an estimated accuracy of +/- 6 seconds.
 DD1742
 DD1742.The orthometric height was determined by differential leveling
 DD1742.and adjusted by the National Geodetic Survey in June 1991..
 DD1742
 DD1742.This Tidal Bench Mark is designated as VM 3681
 DD1742.by the Center for Operational Oceanographic Products and Services.
 DD1742
 DD1742.The geoid height was determined by GEOID03.
 DD1742
 DD1742.The dynamic height is computed by dividing the NAVD 88
 DD1742.geopotential number by the normal gravity value computed on the
 DD1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1742.degrees latitude (g = 980.6199 gals.).
 DD1742
 DD1742.The modeled gravity was interpolated from observed gravity values.
 DD1742
 DD1742;                    North         East    Units  Estimated Accuracy
 DD1742;SPC SC       -   227,530.      833,850.      MT  (+/- 180 meters Scaled)
 DD1742
 DD1742                          SUPERSEDED SURVEY CONTROL
 DD1742
 DD1742  NGVD 29 (03/21/89)    6.447  (m)           21.15   (f) ADJUSTED    1 2
 DD1742
 DD1742.Superseded values are not recommended for survey control.
 DD1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1742.See file dsdata.txt to determine how the superseded data were derived.
 DD1742
 DD1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT242494(NAD 83)
 DD1742_MARKER: DJ = TIDAL STATION DISK
 DD1742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1742_SP_SET: STAINLESS STEEL ROD
 DD1742_STAMPING: 0148 E 1982
 DD1742_MARK LOGO: NOS   
 DD1742_PROJECTION: RECESSED 11 CENTIMETERS
 DD1742_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1742+STABILITY: POSITION/ELEVATION WELL
 DD1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1742+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1742_ROD/PIPE-DEPTH: 14.6 meters
 DD1742
 DD1742  HISTORY     - Date     Condition        Report By
 DD1742  HISTORY     - 1982     MONUMENTED       NOS
 DD1742  HISTORY     - 1986     GOOD             SCGS
 DD1742  HISTORY     - 19920717 GOOD             NGS
 DD1742
 DD1742                          STATION DESCRIPTION
 DD1742
 DD1742'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1742'4.0 KM (2.5 MI) SE FROM LITTLE RIVER.
 DD1742'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1742'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1742'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1742'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1742'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1742'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1742'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.6
 DD1742'KM (1.6 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD TO THREE SAND
 DD1742'ROADS, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG THE SAND ROAD RIGHT,
 DD1742'SET NEAR A CLUMP OF TREES AT A BEND IN THE ROAD, 7.15 METERS (23.46
 DD1742'FT) SOUTHWEST OF THE CENTER OF THE SAND ROAD, 12.35 METERS (40.52 FT)
 DD1742'NORTHEAST OF A 22 INCH LIVE OAK TREE, 28.93 METERS (94.91 FT) SOUTH
 DD1742'OF THE SOUTHEAST CORNER OF AN A-FRAME WATER PUMP HOUSE, 24.4 METERS
 DD1742'(80.05 FT) SOUTH SOUTHEAST OF A POWER POLE JB5/17122 WITH A METER
 DD1742'ATTACHED.
 DD1742'THE MARK IS 2.26 METERS  SE FROM A WITNESS POST.
 DD1742
 DD1742                          STATION RECOVERY (1992)
 DD1742
 DD1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1742'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1742'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1742'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1742'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI)
 DD1742'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.6 KM
 DD1742'(1.60 MI) EASTERLY ALONG A SAND ROAD, THENCE 0.1 KM (0.05 MI)
 DD1742'SOUTHEASTERLY ALONG A SAND ROAD, NEAR A GROVE OF TREES AT A BEND IN
 DD1742'THE ROAD, 28.9 M (94.8 FT) SOUTH OF THE SOUTHEAST CORNER OF A PUMP
 DD1742'HOUSE, 24.4 M (80.1 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER JB5
 DD1742'17122 WITH AN ELECTRIC METER, 12.3 M (40.4 FT) NORTHEAST OF A 22-INCH
 DD1742'OAK TREE, 7.2 M (23.6 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER OF
 DD1742'THE ROAD CENTER, AND 2.2 M (7.2 FT) SOUTHEAST OF A WITNESS POST.
 DD1742'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.15 M
 DD1742'(0.49 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1743 ***********************************************************************
 DD1743  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1743  DESIGNATION -  866 0148 TIDAL TP 2
 DD1743  PID         -  DD1743
 DD1743  STATE/COUNTY-  SC/HORRY
 DD1743  USGS QUAD   -  LITTLE RIVER (1990)
 DD1743
 DD1743                         *CURRENT SURVEY CONTROL
 DD1743  ___________________________________________________________________
 DD1743* NAD 83(1986)-  33 51 40.     (N)    078 34 30.     (W)     SCALED    
 DD1743* NAVD 88     -         2.508  (meters)       8.23   (feet)  ADJUSTED  
 DD1743  ___________________________________________________________________
 DD1743  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DD1743  DYNAMIC HT  -           2.506 (meters)       8.22  (feet)  COMP
 DD1743  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 DD1743
 DD1743  VERT ORDER  -  FIRST     CLASS II
 DD1743
 DD1743.The horizontal coordinates were scaled from a topographic map and have
 DD1743.an estimated accuracy of +/- 6 seconds.
 DD1743
 DD1743.The orthometric height was determined by differential leveling
 DD1743.and adjusted by the National Geodetic Survey in June 1991..
 DD1743
 DD1743.This Tidal Bench Mark is designated as VM 3680
 DD1743.by the Center for Operational Oceanographic Products and Services.
 DD1743
 DD1743.The geoid height was determined by GEOID03.
 DD1743
 DD1743.The dynamic height is computed by dividing the NAVD 88
 DD1743.geopotential number by the normal gravity value computed on the
 DD1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1743.degrees latitude (g = 980.6199 gals.).
 DD1743
 DD1743.The modeled gravity was interpolated from observed gravity values.
 DD1743
 DD1743;                    North         East    Units  Estimated Accuracy
 DD1743;SPC SC       -   227,500.      833,930.      MT  (+/- 180 meters Scaled)
 DD1743
 DD1743                          SUPERSEDED SURVEY CONTROL
 DD1743
 DD1743  NGVD 29 (03/21/89)    2.828  (m)            9.28   (f) ADJUSTED    1 2
 DD1743
 DD1743.Superseded values are not recommended for survey control.
 DD1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1743.See file dsdata.txt to determine how the superseded data were derived.
 DD1743
 DD1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT243494(NAD 83)
 DD1743_MARKER: DJ = TIDAL STATION DISK
 DD1743_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1743_SP_SET: COPPER-CLAD STEEL ROD
 DD1743_STAMPING: T.P. NO. 2 1975
 DD1743_MARK LOGO: NOS   
 DD1743_PROJECTION: RECESSED 1 CENTIMETERS
 DD1743_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1743+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1743
 DD1743  HISTORY     - Date     Condition        Report By
 DD1743  HISTORY     - 1975     MONUMENTED       NOS
 DD1743  HISTORY     - 1986     GOOD             SCGS
 DD1743  HISTORY     - 19920717 GOOD             NGS
 DD1743
 DD1743                          STATION DESCRIPTION
 DD1743
 DD1743'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1743'4.0 KM (2.5 MI) SE FROM LITTLE RIVER.
 DD1743'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1743'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1743'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1743'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1743'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1743'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1743'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 2.6
 DD1743'KM (1.6 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD TO THREE SAND
 DD1743'ROADS, THENCE 0.2 KM (0.1 MI) SOUTHEASTERLY ALONG THE SAND ROAD RIGHT
 DD1743'TO A WOODEN BOAT DOCK, SET NEAR THE DOCK AND A SAND BOAT LANDING,
 DD1743'8.45 METERS (27.72 FT) SOUTHWEST OF THE SOUTHWEST PILE OF THE DOCK,
 DD1743'45.0 METERS (147.64 FT) EAST OF A 9 INCH PINE TREE, 26.7 METERS (87.6
 DD1743'FT) SOUTH SOUTHEAST OF THE SOUTHEAST MOST HICKORY TREE, 3.45 METERS
 DD1743'(11.32 FT) NORTH OF THE EDGE OF THE BOAT LANDING EMBANKMENT, 34.45
 DD1743'METERS (113.02 FT) NORTH NORTHWEST OF A LONE 33 INCH LIVE OAK TREE AT
 DD1743'LANDS END, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND
 DD1743'RECESSED 14 CENTIMETERS.
 DD1743'THE MARK IS 0.49 METERS  WNW FROM A WITNESS POST.
 DD1743
 DD1743                          STATION RECOVERY (1992)
 DD1743
 DD1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1743'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1743'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1743'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1743'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI)
 DD1743'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 2.6 KM
 DD1743'(1.60 MI) EASTERLY ALONG A SAND ROAD, THENCE 0.2 KM (0.10 MI)
 DD1743'SOUTHEASTERLY ALONG A SAND ROAD LEADING TO A BOAT DOCK, 113.0 M
 DD1743'(370.7 FT) SOUTHEAST OF BENCH MARK 866 0148 E TIDAL, 26.7 M (87.6 FT)
 DD1743'SOUTH-SOUTHEAST OF A 30-INCH PINE TREE, 25.9 M (85.0 FT)
 DD1743'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 6.9 M (22.6 FT)
 DD1743'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE TOP STEP LEADING TO
 DD1743'BOAT DOCK, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.6 M (2.0
 DD1743'FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 DD1743'PVC PIPE AND IS RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
 DD1743'THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1755 ***********************************************************************
 DD1755  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1755  DESIGNATION -  866 0166 TIDAL NC 2
 DD1755  PID         -  DD1755
 DD1755  STATE/COUNTY-  SC/HORRY
 DD1755  USGS QUAD   -  WAMPEE (1990)
 DD1755
 DD1755                         *CURRENT SURVEY CONTROL
 DD1755  ___________________________________________________________________
 DD1755* NAD 83(1986)-  33 51 23.     (N)    078 39 00.     (W)     SCALED    
 DD1755* NAVD 88     -         5.576  (meters)      18.29   (feet)  ADJUSTED  
 DD1755  ___________________________________________________________________
 DD1755  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DD1755  DYNAMIC HT  -           5.570 (meters)      18.27  (feet)  COMP
 DD1755  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DD1755
 DD1755  VERT ORDER  -  FIRST     CLASS II
 DD1755
 DD1755.The horizontal coordinates were scaled from a topographic map and have
 DD1755.an estimated accuracy of +/- 6 seconds.
 DD1755
 DD1755.The orthometric height was determined by differential leveling
 DD1755.and adjusted by the National Geodetic Survey in June 1991..
 DD1755
 DD1755.This Tidal Bench Mark is designated as VM 3682
 DD1755.by the Center for Operational Oceanographic Products and Services.
 DD1755
 DD1755.The geoid height was determined by GEOID03.
 DD1755
 DD1755.The dynamic height is computed by dividing the NAVD 88
 DD1755.geopotential number by the normal gravity value computed on the
 DD1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1755.degrees latitude (g = 980.6199 gals.).
 DD1755
 DD1755.The modeled gravity was interpolated from observed gravity values.
 DD1755
 DD1755;                    North         East    Units  Estimated Accuracy
 DD1755;SPC SC       -   226,820.      827,010.      MT  (+/- 180 meters Scaled)
 DD1755
 DD1755                          SUPERSEDED SURVEY CONTROL
 DD1755
 DD1755  NGVD 29 (03/21/89)    5.897  (m)           19.35   (f) ADJUSTED    1 2
 DD1755
 DD1755.Superseded values are not recommended for survey control.
 DD1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1755.See file dsdata.txt to determine how the superseded data were derived.
 DD1755
 DD1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT174487(NAD 83)
 DD1755_MARKER: DJ = TIDAL STATION DISK
 DD1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1755_SP_SET: CONCRETE POST
 DD1755_STAMPING: N.C. NO. 2 1975
 DD1755_MARK LOGO: NOS   
 DD1755_PROJECTION: RECESSED 5 CENTIMETERS
 DD1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1755+STABILITY: SURFACE MOTION
 DD1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1755+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1755
 DD1755  HISTORY     - Date     Condition        Report By
 DD1755  HISTORY     - 1975     MONUMENTED       NOS
 DD1755  HISTORY     - 1986     GOOD             SCGS
 DD1755  HISTORY     - 19920717 GOOD             NGS
 DD1755
 DD1755                          STATION DESCRIPTION
 DD1755
 DD1755'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1755'3.95 KM (2.45 MI) SW FROM LITTLE RIVER.
 DD1755'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 DD1755'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1755'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.1 KM (0.7
 DD1755'MI) SOUTHWEST ALONG STATE HIGHWAY 90, THENCE 0.5 KM (0.3 MI) SOUTH
 DD1755'SOUTHEAST ALONG STATE ROAD 1022, THENCE 0.25 KM (0.15 MI) EAST
 DD1755'NORTHEAST ALONG A PAVED AND SAND ROAD, THENCE 0.1 KM (0.05 MI) SOUTH
 DD1755'SOUTHEAST ALONG A SAND DRIVE, SET NEAR A CHAIN LINK FENCE AT A SHARP
 DD1755'CURVE, 0.45 METER (1.48 FT) EAST NORTHEAST OF THE EAST FACE OF THE
 DD1755'FENCE, 6.2 METERS (20.34 FT) WEST SOUTHWEST OF THE CENTER OF THE
 DD1755'DRIVE, 46.45 METERS (152.4 FT) NORTHWEST OF SURVEY MARK MSL 10.788
 DD1755'USE, 40.3 METERS (132.22 FT) SOUTH SOUTHEAST OF TIDAL BENCH MARK 866
 DD1755'0166 TIDAL 3.
 DD1755'THE MARK IS 0.88 METERS  SSE FROM A WITNESS POST.
 DD1755
 DD1755                          STATION RECOVERY (1992)
 DD1755
 DD1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1755'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1755'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1755'1.1 M (3.6 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 0.5 KM
 DD1755'(0.30 MI) SOUTHEASTERLY ALONG 6TH STREET, THENCE 0.3 KM (0.20 MI)
 DD1755'EASTERLY ALONG PARK STREET, 47.7 M (156.5 FT) SOUTH-SOUTHEAST OF AND
 DD1755'LEVEL WITH THE STREET CENTER, 8.7 M (28.5 FT) NORTHWEST OF THE
 DD1755'SOUTHWEST CORNER OF A HOUSE AT 310 PARK STREET, 2.6 M (8.5 FT) WEST
 DD1755'OF THE WEST WALL OF THE HOUSE, 0.9 M (3.0 FT) SOUTHEAST OF A WITNESS
 DD1755'POST, AND THE MONUMENT IS RECESSED 0.02 M (0.07 FT) BELOW THE GROUND
 DD1755'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1754 ***********************************************************************
 DD1754  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1754  DESIGNATION -  866 0166 TIDAL NC 3
 DD1754  PID         -  DD1754
 DD1754  STATE/COUNTY-  SC/HORRY
 DD1754  USGS QUAD   -  WAMPEE (1990)
 DD1754
 DD1754                         *CURRENT SURVEY CONTROL
 DD1754  ___________________________________________________________________
 DD1754* NAD 83(1986)-  33 51 25.     (N)    078 39 02.     (W)     SCALED    
 DD1754* NAVD 88     -         5.110  (meters)      16.77   (feet)  ADJUSTED  
 DD1754  ___________________________________________________________________
 DD1754  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DD1754  DYNAMIC HT  -           5.105 (meters)      16.75  (feet)  COMP
 DD1754  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DD1754
 DD1754  VERT ORDER  -  FIRST     CLASS II
 DD1754
 DD1754.The horizontal coordinates were scaled from a topographic map and have
 DD1754.an estimated accuracy of +/- 6 seconds.
 DD1754
 DD1754.The orthometric height was determined by differential leveling
 DD1754.and adjusted by the National Geodetic Survey in June 1991..
 DD1754
 DD1754.This Tidal Bench Mark is designated as VM 3683
 DD1754.by the Center for Operational Oceanographic Products and Services.
 DD1754
 DD1754.The geoid height was determined by GEOID03.
 DD1754
 DD1754.The dynamic height is computed by dividing the NAVD 88
 DD1754.geopotential number by the normal gravity value computed on the
 DD1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1754.degrees latitude (g = 980.6199 gals.).
 DD1754
 DD1754.The modeled gravity was interpolated from observed gravity values.
 DD1754
 DD1754;                    North         East    Units  Estimated Accuracy
 DD1754;SPC SC       -   226,880.      826,950.      MT  (+/- 180 meters Scaled)
 DD1754
 DD1754                          SUPERSEDED SURVEY CONTROL
 DD1754
 DD1754  NGVD 29 (03/21/89)    5.431  (m)           17.82   (f) ADJUSTED    1 2
 DD1754
 DD1754.Superseded values are not recommended for survey control.
 DD1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1754.See file dsdata.txt to determine how the superseded data were derived.
 DD1754
 DD1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT173487(NAD 83)
 DD1754_MARKER: DJ = TIDAL STATION DISK
 DD1754_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1754_SP_SET: COPPER-CLAD STEEL ROD
 DD1754_STAMPING: N.C. NO. 3 1975
 DD1754_MARK LOGO: NOS   
 DD1754_PROJECTION: RECESSED 1 CENTIMETERS
 DD1754_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1754+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 DD1754
 DD1754  HISTORY     - Date     Condition        Report By
 DD1754  HISTORY     - 1975     MONUMENTED       NOS
 DD1754  HISTORY     - 1986     GOOD             SCGS
 DD1754  HISTORY     - 19920717 GOOD             NGS
 DD1754  HISTORY     - 20040405 GOOD             USPSQD
 DD1754
 DD1754                          STATION DESCRIPTION
 DD1754
 DD1754'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1754'3.95 KM (2.45 MI) SW FROM LITTLE RIVER.
 DD1754'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1754'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1754'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.1 KM (0.7
 DD1754'MI) SOUTHWEST ALONG STATE HIGHWAY 90, THENCE 0.5 KM (0.3 MI) SOUTH
 DD1754'SOUTHEAST ALONG STATE ROAD 1022, THENCE 0.25 KM (0.15 MI) EAST
 DD1754'NORTHEAST ALONG A PAVED AND SAND ROAD, SET NEAR A POWER POLE AT THE
 DD1754'NORTHEAST CORNER OF A CHAIN LINK FENCE WHERE THE SAND ROAD FORKS, 0.7
 DD1754'METER (2.3 FT) SOUTHEAST OF THE POWER POLE NUMBER 43271 WITH A GUY
 DD1754'WIRE, 0.46 METER (1.51 FT) EAST NORTHEAST OF THE EAST FACE OF THE
 DD1754'CHAIN LINK FENCE, 3.1 METERS (10.17 FT) WEST SOUTHWEST OF THE CENTER
 DD1754'OF A DIRT DRIVE LEADING SOUTH SOUTHEAST, 7.4 METERS (24.28 FT) SOUTH
 DD1754'SOUTHEAST OF THE EXTENDED CENTER OF THE MAIN SAND ROAD, ADD-ROD DEPTH
 DD1754'UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND RECESSED 09 CENTIMETERS.
 DD1754'THE MARK IS 0.64 METERS  NNW FROM A WITNESS POST.
 DD1754
 DD1754                          STATION RECOVERY (1992)
 DD1754
 DD1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1754'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1754'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1754'1.1 KM (0.70 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 0.5 KM
 DD1754'(0.30 MI) SOUTHEASTERLY ALONG 6TH STREET, THENCE 0.3 KM (0.20 MI)
 DD1754'EASTERLY ALONG PARK STREET, 52.9 M (173.6 FT) EAST-NORTHEAST OF THE
 DD1754'EXTENDED CENTER OF 8TH AVENUE, 32.6 M (107.0 FT) NORTHWEST OF THE
 DD1754'NORTHWEST CORNER OF A HOUSE AT 310 PARK STREET, 7.4 M (24.3 FT)
 DD1754'SOUTH-SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE STREET, 3.1 M
 DD1754'(10.2 FT) WEST-SOUTHWEST OF THE CENTER OF A DRIVEWAY, 0.7 M (2.3 FT)
 DD1754'SOUTHEAST OF UTILITY POLE NUMBER N 6, 0.5 M (1.6 FT) EAST-NORTHEAST
 DD1754'OF A CHAIN-LINK FENCE, AND 0.5 M (1.6 FT) SOUTHEAST OF A FENCE
 DD1754'CORNER.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 DD1754'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 DD1754'UNKNOWN.
 DD1754
 DD1754                          STATION RECOVERY (2004)
 DD1754
 DD1754'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1752 ***********************************************************************
 DD1752  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1752  DESIGNATION -  866 0166 TIDAL NC 4
 DD1752  PID         -  DD1752
 DD1752  STATE/COUNTY-  SC/HORRY
 DD1752  USGS QUAD   -  WAMPEE (1990)
 DD1752
 DD1752                         *CURRENT SURVEY CONTROL
 DD1752  ___________________________________________________________________
 DD1752* NAD 83(1986)-  33 51 23.     (N)    078 39 04.     (W)     SCALED    
 DD1752* NAVD 88     -         5.158  (meters)      16.92   (feet)  ADJUSTED  
 DD1752  ___________________________________________________________________
 DD1752  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DD1752  DYNAMIC HT  -           5.153 (meters)      16.91  (feet)  COMP
 DD1752  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DD1752
 DD1752  VERT ORDER  -  FIRST     CLASS II
 DD1752
 DD1752.The horizontal coordinates were scaled from a topographic map and have
 DD1752.an estimated accuracy of +/- 6 seconds.
 DD1752
 DD1752.The orthometric height was determined by differential leveling
 DD1752.and adjusted by the National Geodetic Survey in June 1991..
 DD1752
 DD1752.This Tidal Bench Mark is designated as VM 3684
 DD1752.by the Center for Operational Oceanographic Products and Services.
 DD1752
 DD1752.The geoid height was determined by GEOID03.
 DD1752
 DD1752.The dynamic height is computed by dividing the NAVD 88
 DD1752.geopotential number by the normal gravity value computed on the
 DD1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1752.degrees latitude (g = 980.6199 gals.).
 DD1752
 DD1752.The modeled gravity was interpolated from observed gravity values.
 DD1752
 DD1752;                    North         East    Units  Estimated Accuracy
 DD1752;SPC SC       -   226,820.      826,900.      MT  (+/- 180 meters Scaled)
 DD1752
 DD1752                          SUPERSEDED SURVEY CONTROL
 DD1752
 DD1752  NGVD 29 (03/21/89)    5.479  (m)           17.98   (f) ADJUSTED    1 2
 DD1752
 DD1752.Superseded values are not recommended for survey control.
 DD1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1752.See file dsdata.txt to determine how the superseded data were derived.
 DD1752
 DD1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT173487(NAD 83)
 DD1752_MARKER: DJ = TIDAL STATION DISK
 DD1752_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1752_SP_SET: COPPER-CLAD STEEL ROD
 DD1752_STAMPING: N.C. NO. 4 1975
 DD1752_MARK LOGO: NOS   
 DD1752_PROJECTION: FLUSH
 DD1752_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1752+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 DD1752
 DD1752  HISTORY     - Date     Condition        Report By
 DD1752  HISTORY     - 1975     MONUMENTED       NOS
 DD1752  HISTORY     - 1986     GOOD             SCGS
 DD1752  HISTORY     - 19920717 GOOD             NGS
 DD1752  HISTORY     - 20040405 GOOD             USPSQD
 DD1752
 DD1752                          STATION DESCRIPTION
 DD1752
 DD1752'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1752'4.0 KM (2.5 MI) SW FROM LITTLE RIVER.
 DD1752'THE MARK IS 1.00 M ABOVE ROAD.
 DD1752'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1752'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.1 KM (0.7
 DD1752'MI) SOUTHWEST ALONG STATE HIGHWAY 90, THENCE 0.5 KM (0.3 MI) SOUTH
 DD1752'SOUTHEAST ALONG STATE ROAD 1022, THENCE 0.2 KM (0.1 MI) EAST
 DD1752'NORTHEAST ALONG A PAVED ROAD, SET NEAR A POWER POLE NUMBER 43267 WITH
 DD1752'A TRANSFORMER IN THE SOUTHEAST ANGLE OF THE WESTERN MOST OF THREE
 DD1752'DRIVES TO A WOODEN HOUSE, 0.99 METER (3.25 FT) WEST NORTHWEST OF THE
 DD1752'POWER POLE WITH WITNESS SIGN ATTACHED, 5.6 METERS (18.37 FT) EAST
 DD1752'NORTHEAST OF THE CENTER OF THE WEST DRIVE, 6.7 METERS (21.98 FT) WEST
 DD1752'SOUTHWEST OF THE CENTER OF THE CENTER DRIVE, 6.1 METERS (20.0 FT)
 DD1752'SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, ADD-ROD DEPTH UNKNOWN,
 DD1752'REPORTEDLY DRIVEN TO REFUSAL, AND RECESSED 04 CENTIMETERS.
 DD1752'THE MARK IS 0.28 METERS  SSE FROM A WITNESS POST.
 DD1752
 DD1752                          STATION RECOVERY (1992)
 DD1752
 DD1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1752'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1752'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1752'1.1 KM (0.70 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 0.5 KM
 DD1752'(0.30 MI) SOUTHEASTERLY ALONG 6TH STREET, THENCE 0.2 KM (0.10 MI)
 DD1752'EASTERLY ALONG PARK STREET, 29.4 M (96.5 FT) SOUTHWEST OF THE
 DD1752'EXTENDED CENTER OF 8TH AVENUE, 6.1 M (20.0 FT) SOUTH-SOUTHEAST OF THE
 DD1752'CENTER OF PARK STREET, 5.6 M (18.4 FT) EAST-NORTHEAST OF THE CENTER
 DD1752'OF THE MOST WESTERLY OF 3 DRIVEWAYS LEADING TO A HOUSE, 1.0 M (3.3
 DD1752'FT) NORTHWEST OF UTILITY POLE NUMBER 43267, 0.6 M (2.0 FT) ABOVE THE
 DD1752'LEVEL OF THE STREET, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.
 DD1752'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M
 DD1752'(0.3 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1752
 DD1752                          STATION RECOVERY (2004)
 DD1752
 DD1752'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 DD1752'LOCATED AT 284 PARK STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1753 ***********************************************************************
 DD1753  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1753  DESIGNATION -  866 0166 TIDAL NC 5
 DD1753  PID         -  DD1753
 DD1753  STATE/COUNTY-  SC/HORRY
 DD1753  USGS QUAD   -  WAMPEE (1990)
 DD1753
 DD1753                         *CURRENT SURVEY CONTROL
 DD1753  ___________________________________________________________________
 DD1753* NAD 83(1986)-  33 51 26.     (N)    078 39 06.     (W)     SCALED    
 DD1753* NAVD 88     -         3.766  (meters)      12.36   (feet)  ADJUSTED  
 DD1753  ___________________________________________________________________
 DD1753  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DD1753  DYNAMIC HT  -           3.762 (meters)      12.34  (feet)  COMP
 DD1753  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 DD1753
 DD1753  VERT ORDER  -  FIRST     CLASS II
 DD1753
 DD1753.The horizontal coordinates were scaled from a topographic map and have
 DD1753.an estimated accuracy of +/- 6 seconds.
 DD1753
 DD1753.The orthometric height was determined by differential leveling
 DD1753.and adjusted by the National Geodetic Survey in June 1991..
 DD1753
 DD1753.This Tidal Bench Mark is designated as VM 3685
 DD1753.by the Center for Operational Oceanographic Products and Services.
 DD1753
 DD1753.The geoid height was determined by GEOID03.
 DD1753
 DD1753.The dynamic height is computed by dividing the NAVD 88
 DD1753.geopotential number by the normal gravity value computed on the
 DD1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1753.degrees latitude (g = 980.6199 gals.).
 DD1753
 DD1753.The modeled gravity was interpolated from observed gravity values.
 DD1753
 DD1753;                    North         East    Units  Estimated Accuracy
 DD1753;SPC SC       -   226,910.      826,850.      MT  (+/- 180 meters Scaled)
 DD1753
 DD1753                          SUPERSEDED SURVEY CONTROL
 DD1753
 DD1753  NGVD 29 (03/21/89)    4.087  (m)           13.41   (f) ADJUSTED    1 2
 DD1753
 DD1753.Superseded values are not recommended for survey control.
 DD1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1753.See file dsdata.txt to determine how the superseded data were derived.
 DD1753
 DD1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT172488(NAD 83)
 DD1753_MARKER: DJ = TIDAL STATION DISK
 DD1753_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1753_SP_SET: COPPER-CLAD STEEL ROD
 DD1753_STAMPING: N.C. NO. 5 1975
 DD1753_MARK LOGO: NOS   
 DD1753_PROJECTION: FLUSH
 DD1753_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1753+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1753
 DD1753  HISTORY     - Date     Condition        Report By
 DD1753  HISTORY     - 1975     MONUMENTED       NOS
 DD1753  HISTORY     - 1986     GOOD             SCGS
 DD1753  HISTORY     - 19920717 GOOD             NGS
 DD1753
 DD1753                          STATION DESCRIPTION
 DD1753
 DD1753'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1753'4.0 KM (2.5 MI) SW FROM LITTLE RIVER.
 DD1753'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1753'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1753'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.1 KM (0.7
 DD1753'MI) SOUTHWEST ALONG STATE HIGHWAY 90, THENCE 0.5 KM (0.3 MI) SOUTH
 DD1753'SOUTHEAST ALONG STATE ROAD 1022, THENCE 0.2 KM (0.1 MI) EAST
 DD1753'NORTHEAST ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) NORTH NORTHWEST
 DD1753'ALONG A PAVED ROAD, SET NEAR A POWER POLE WITH A GUY WIRE AND
 DD1753'TRANSFORMER BETWEEN TWO DRIVES, 2.71 METERS (8.89 FT) NORTH NORTHEAST
 DD1753'OF THE POWER POLE NUMBER 43383, 0.7 METER (2.3 FT) WEST SOUTHWEST OF
 DD1753'THE CENTER OF A DRAINAGE DITCH, 5.2 METERS (17.06 FT) NORTH NORTHWEST
 DD1753'OF THE CENTER OF THE SOUTH DRIVE, 6.2 METERS (20.34 FT) EAST
 DD1753'SOUTHEAST OF A 12 INCH OAK TREE, 5.85 METERS (19.19 FT) WEST
 DD1753'SOUTHWEST OF THE CENTER OF THE ROAD, 7.45 METERS (24.44 FT) SOUTH
 DD1753'SOUTHEAST OF THE CENTER OF THE NORTH DRIVE, ADD-ROD DEPTH UNKNOWN,
 DD1753'REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1753'THE MARK IS 0.68 METERS  SSE FROM A WITNESS POST.
 DD1753
 DD1753                          STATION RECOVERY (1992)
 DD1753
 DD1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1753'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1753'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1753'1.1 KM (0.70 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 0.5 KM
 DD1753'(0.30 MI) SOUTHEASTERLY ALONG 6TH STREET, THENCE 0.2 KM (0.10 MI)
 DD1753'EASTERLY ALONG PARK STREET, 53.9 M (176.8 FT) SOUTH-SOUTHEAST OF THE
 DD1753'CENTER OF THE STREET, 7.5 M (24.6 FT) SOUTH-SOUTHEAST OF THE CENTER
 DD1753'OF A DRIVEWAY, 5.9 M (19.4 FT) WEST-SOUTHWEST OF THE CENTER OF 8TH
 DD1753'AVENUE, 5.2 M (17.1 FT) NORTH-NORTHWEST OF THE CENTER OF A DRIVEWAY,
 DD1753'2.7 M (8.9 FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 43383, 0.6 M
 DD1753'(2.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE
 DD1753'LEVEL OF THE AVENUE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 DD1753'AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1737 ***********************************************************************
 DD1737  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1737  DESIGNATION -  866 0195 TIDAL TE 2
 DD1737  PID         -  DD1737
 DD1737  STATE/COUNTY-  SC/HORRY
 DD1737  USGS QUAD   -  LITTLE RIVER (1990)
 DD1737
 DD1737                         *CURRENT SURVEY CONTROL
 DD1737  ___________________________________________________________________
 DD1737* NAD 83(1986)-  33 51 16.     (N)    078 35 44.     (W)     SCALED    
 DD1737* NAVD 88     -         8.569  (meters)      28.11   (feet)  ADJUSTED  
 DD1737  ___________________________________________________________________
 DD1737  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DD1737  DYNAMIC HT  -           8.561 (meters)      28.09  (feet)  COMP
 DD1737  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 DD1737
 DD1737  VERT ORDER  -  FIRST     CLASS II
 DD1737
 DD1737.The horizontal coordinates were scaled from a topographic map and have
 DD1737.an estimated accuracy of +/- 6 seconds.
 DD1737
 DD1737.The orthometric height was determined by differential leveling
 DD1737.and adjusted by the National Geodetic Survey in June 1991..
 DD1737
 DD1737.This Tidal Bench Mark is designated as VM 3687
 DD1737.by the Center for Operational Oceanographic Products and Services.
 DD1737
 DD1737.The geoid height was determined by GEOID03.
 DD1737
 DD1737.The dynamic height is computed by dividing the NAVD 88
 DD1737.geopotential number by the normal gravity value computed on the
 DD1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1737.degrees latitude (g = 980.6199 gals.).
 DD1737
 DD1737.The modeled gravity was interpolated from observed gravity values.
 DD1737
 DD1737;                    North         East    Units  Estimated Accuracy
 DD1737;SPC SC       -   226,720.      832,050.      MT  (+/- 180 meters Scaled)
 DD1737
 DD1737                          SUPERSEDED SURVEY CONTROL
 DD1737
 DD1737  NGVD 29 (05/09/91)    8.889  (m)           29.16   (f) ADJUSTED    1 2
 DD1737
 DD1737.Superseded values are not recommended for survey control.
 DD1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1737.See file dsdata.txt to determine how the superseded data were derived.
 DD1737
 DD1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT224486(NAD 83)
 DD1737_MARKER: DJ = TIDAL STATION DISK
 DD1737_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1737_SP_SET: COPPER-CLAD STEEL ROD
 DD1737_STAMPING: T.E. NO. 2 1975
 DD1737_MARK LOGO: NOS   
 DD1737_PROJECTION: RECESSED 1 CENTIMETERS
 DD1737_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1737+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1737
 DD1737  HISTORY     - Date     Condition        Report By
 DD1737  HISTORY     - 1975     MONUMENTED       NOS
 DD1737  HISTORY     - 1986     GOOD             SCGS
 DD1737  HISTORY     - 19900423 GOOD             NGS
 DD1737  HISTORY     - 19920717 GOOD             NGS
 DD1737  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1737  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 DD1737
 DD1737                          STATION DESCRIPTION
 DD1737
 DD1737'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1737'3.0 KM (1.9 MI) SE FROM LITTLE RIVER.
 DD1737'THE MARK IS 0.30 M BELOW SAND ROAD.
 DD1737'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1737'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1737'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1737'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1737'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1737'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1737'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE
 DD1737'0.55 KM (0.35 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD, SET IN
 DD1737'THE SOUTHEAST ANGLE OF A SAND ROAD LEADING SOUTHEAST TO WAITER
 DD1737'ISLAND, 6.58 METERS (21.59 FT) SOUTH SOUTHWEST OF A 23 INCH PINE TREE
 DD1737'AT THE EDGE OF THE SAND ROAD, 7.33 METERS (24.05 FT) SOUTH SOUTHEAST
 DD1737'OF THE CENTER OF THE SAND ROAD, 9.2 METERS (30.18 FT) EAST NORTHEAST
 DD1737'OF THE CENTER OF THE SAND ROAD TO WAITER ISLAND, 20.42 METERS (67.0
 DD1737'FT) WEST SOUTHWEST OF A TELEPHONE JUNCTION BOX, 18.3 METERS (60.04
 DD1737'FT) EAST OF AN 18 INCH PINE TREE IN THE SOUTHWEST ANGLE OF THE ROAD
 DD1737'TO WAITER ISLAND, 34.9 METERS (114.5 FT) NORTH NORTHWEST OF THE
 DD1737'CENTER OF A GATE TO WAITER ISLAND, ADD-ROD DEPTH UNKNOWN, REPORTEDLY
 DD1737'DRIVEN TO REFUSAL, AND RECESSED 20 CENTIMETERS.
 DD1737'THE MARK IS 16.2 METERS  NNW FROM A WITNESS POST.
 DD1737
 DD1737                          STATION RECOVERY (1990)
 DD1737
 DD1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1737'RECOVERED IN GOOD CONDITION.
 DD1737
 DD1737                          STATION RECOVERY (1992)
 DD1737
 DD1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1737'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1737'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1737'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1737'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI)
 DD1737'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 0.6 KM
 DD1737'(0.35 MI) EASTERLY ALONG A SAND ROAD, 34.9 M (114.5 FT)
 DD1737'NORTH-NORTHWEST OF THE CENTER OF A GATE, 20.4 M (66.9 FT)
 DD1737'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN UNDERGROUND CABLE
 DD1737'PEDESTAL, 16.2 M (53.1 FT) NORTH-NORTHWEST OF A WITNESS POST, 9.2 M
 DD1737'(30.2 FT) EAST-NORTHEAST OF AND LEVEL WITH THE CENTER OF A SAND ROAD
 DD1737'LEADING TO WAITER ISLAND, 7.3 M (24.0 FT) SOUTH-SOUTHEAST OF THE
 DD1737'CENTER OF THE ROAD, AND 6.6 M (21.7 FT) SOUTH-SOUTHWEST OF A 23-INCH
 DD1737'PINE TREE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 DD1737'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 DD1737'UNKNOWN.
 DD1737
 DD1737                          STATION RECOVERY (1999)
 DD1737
 DD1737'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1737'MARK NOT FOUND.
 DD1737
 DD1737                          STATION RECOVERY (2004)
 DD1737
 DD1737'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1736 ***********************************************************************
 DD1736  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1736  DESIGNATION -  866 0195 TIDAL TE 3
 DD1736  PID         -  DD1736
 DD1736  STATE/COUNTY-  SC/HORRY
 DD1736  USGS QUAD   -  LITTLE RIVER (1990)
 DD1736
 DD1736                         *CURRENT SURVEY CONTROL
 DD1736  ___________________________________________________________________
 DD1736* NAD 83(1986)-  33 51 14.     (N)    078 35 47.     (W)     SCALED    
 DD1736* NAVD 88     -         9.259  (meters)      30.38   (feet)  ADJUSTED  
 DD1736  ___________________________________________________________________
 DD1736  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DD1736  DYNAMIC HT  -           9.250 (meters)      30.35  (feet)  COMP
 DD1736  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 DD1736
 DD1736  VERT ORDER  -  FIRST     CLASS II
 DD1736
 DD1736.The horizontal coordinates were scaled from a topographic map and have
 DD1736.an estimated accuracy of +/- 6 seconds.
 DD1736
 DD1736.The orthometric height was determined by differential leveling
 DD1736.and adjusted by the National Geodetic Survey in June 1991..
 DD1736
 DD1736.This Tidal Bench Mark is designated as VM 3688
 DD1736.by the Center for Operational Oceanographic Products and Services.
 DD1736
 DD1736.The geoid height was determined by GEOID03.
 DD1736
 DD1736.The dynamic height is computed by dividing the NAVD 88
 DD1736.geopotential number by the normal gravity value computed on the
 DD1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1736.degrees latitude (g = 980.6199 gals.).
 DD1736
 DD1736.The modeled gravity was interpolated from observed gravity values.
 DD1736
 DD1736;                    North         East    Units  Estimated Accuracy
 DD1736;SPC SC       -   226,660.      831,970.      MT  (+/- 180 meters Scaled)
 DD1736
 DD1736                          SUPERSEDED SURVEY CONTROL
 DD1736
 DD1736  NGVD 29 (05/09/91)    9.579  (m)           31.43   (f) ADJUSTED    1 2
 DD1736
 DD1736.Superseded values are not recommended for survey control.
 DD1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1736.See file dsdata.txt to determine how the superseded data were derived.
 DD1736
 DD1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT223485(NAD 83)
 DD1736_MARKER: DJ = TIDAL STATION DISK
 DD1736_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1736_SP_SET: COPPER-CLAD STEEL ROD
 DD1736_STAMPING: T.E. NO. 3 1975
 DD1736_MARK LOGO: NOS   
 DD1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1736+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 DD1736
 DD1736  HISTORY     - Date     Condition        Report By
 DD1736  HISTORY     - 1975     MONUMENTED       NOS
 DD1736  HISTORY     - 1986     GOOD             SCGS
 DD1736  HISTORY     - 19900423 GOOD             NGS
 DD1736  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1736  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 DD1736
 DD1736                          STATION DESCRIPTION
 DD1736
 DD1736'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1736'3.0 KM (1.9 MI) SE FROM LITTLE RIVER.
 DD1736'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1736'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1736'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1736'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1736'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1736'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1736'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 0.5
 DD1736'KM (0.3 MI) EASTERLY THROUGH THE GATE ALONG THE SAND ROAD, SET
 DD1736'BETWEEN A HICKORY TREE AND A PINE TREE, 3.6 METERS (11.81 FT) WEST OF
 DD1736'THE 16 INCH PINE TREE, 3.18 METERS (10.43 FT) NORTHEAST OF THE 22
 DD1736'INCH HICKORY TREE, 5.98 METERS (19.62 FT) SOUTH SOUTHEAST OF THE
 DD1736'CENTER OF THE SAND ROAD, 11.5 METERS (37.73 FT) SOUTH SOUTHWEST OF A
 DD1736'16 INCH HICKORY TREE, 5.1 METERS (16.73 FT) NORTH OF THE 6 INCH BASE
 DD1736'OF A TWIN TRUNK HOLLY TREE, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN
 DD1736'TO REFUSAL, AND RECESSED 08 CENTIMETERS.
 DD1736'THE MARK IS 8.10 METERS  NNW FROM A WITNESS POST.
 DD1736'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1736
 DD1736                          STATION RECOVERY (1990)
 DD1736
 DD1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1736'RECOVERED IN GOOD CONDITION.
 DD1736
 DD1736                          STATION RECOVERY (1999)
 DD1736
 DD1736'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1736'MARK NOT FOUND.
 DD1736
 DD1736                          STATION RECOVERY (2004)
 DD1736
 DD1736'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1735 ***********************************************************************
 DD1735  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1735  DESIGNATION -  866 0195 TIDAL TE 4
 DD1735  PID         -  DD1735
 DD1735  STATE/COUNTY-  SC/HORRY
 DD1735  USGS QUAD   -  LITTLE RIVER (1990)
 DD1735
 DD1735                         *CURRENT SURVEY CONTROL
 DD1735  ___________________________________________________________________
 DD1735* NAD 83(1986)-  33 51 13.     (N)    078 35 51.     (W)     SCALED    
 DD1735* NAVD 88     -         9.692  (meters)      31.80   (feet)  ADJUSTED  
 DD1735  ___________________________________________________________________
 DD1735  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DD1735  DYNAMIC HT  -           9.682 (meters)      31.77  (feet)  COMP
 DD1735  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 DD1735
 DD1735  VERT ORDER  -  FIRST     CLASS II
 DD1735
 DD1735.The horizontal coordinates were scaled from a topographic map and have
 DD1735.an estimated accuracy of +/- 6 seconds.
 DD1735
 DD1735.The orthometric height was determined by differential leveling
 DD1735.and adjusted by the National Geodetic Survey in June 1991..
 DD1735
 DD1735.This Tidal Bench Mark is designated as VM 3689
 DD1735.by the Center for Operational Oceanographic Products and Services.
 DD1735
 DD1735.The geoid height was determined by GEOID03.
 DD1735
 DD1735.The dynamic height is computed by dividing the NAVD 88
 DD1735.geopotential number by the normal gravity value computed on the
 DD1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1735.degrees latitude (g = 980.6199 gals.).
 DD1735
 DD1735.The modeled gravity was interpolated from observed gravity values.
 DD1735
 DD1735;                    North         East    Units  Estimated Accuracy
 DD1735;SPC SC       -   226,620.      831,870.      MT  (+/- 180 meters Scaled)
 DD1735
 DD1735                          SUPERSEDED SURVEY CONTROL
 DD1735
 DD1735  NGVD 29 (05/09/91)   10.012  (m)           32.85   (f) ADJUSTED    1 2
 DD1735
 DD1735.Superseded values are not recommended for survey control.
 DD1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1735.See file dsdata.txt to determine how the superseded data were derived.
 DD1735
 DD1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT222485(NAD 83)
 DD1735_MARKER: DJ = TIDAL STATION DISK
 DD1735_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1735_SP_SET: COPPER-CLAD STEEL ROD
 DD1735_STAMPING: T.E. NO. 4 1975
 DD1735_MARK LOGO: NOS   
 DD1735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1735+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 DD1735
 DD1735  HISTORY     - Date     Condition        Report By
 DD1735  HISTORY     - 1975     MONUMENTED       NOS
 DD1735  HISTORY     - 1986     GOOD             SCGS
 DD1735  HISTORY     - 19900423 GOOD             NGS
 DD1735  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1735  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 DD1735
 DD1735                          STATION DESCRIPTION
 DD1735
 DD1735'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1735'2.95 KM (1.85 MI) SE FROM LITTLE RIVER.
 DD1735'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1735'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1735'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1735'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1735'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1735'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1735'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 0.4
 DD1735'KM (0.25 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD, SET IN AN
 DD1735'OPEN AREA BEFORE REACHING A LEFT CURVE, 9.3 METERS (30.51 FT) WEST
 DD1735'NORTHWEST OF A 17 INCH HICKORY TREE SURROUNDED BY A GROUP OF HOLLY
 DD1735'TREES, 6.34 METERS (20.8 FT) SOUTHEAST OF AN 18 INCH PINE TREE AT THE
 DD1735'EDGE OF THE ROAD, 17.78 METERS (58.33 FT) NORTHEAST OF A 20 INCH OAK
 DD1735'TREE, 10.1 METERS (33.14 FT) SOUTH SOUTHWEST OF THE CENTER OF THE
 DD1735'SAND ROAD, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL,
 DD1735'RECESSED 05 CENTIMETERS.
 DD1735'THE MARK IS 16.7 METERS  N FROM A WITNESS POST.
 DD1735'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1735
 DD1735                          STATION RECOVERY (1990)
 DD1735
 DD1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1735'RECOVERED IN GOOD CONDITION.
 DD1735
 DD1735                          STATION RECOVERY (1999)
 DD1735
 DD1735'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1735'MARK NOT FOUND.
 DD1735
 DD1735                          STATION RECOVERY (2004)
 DD1735
 DD1735'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1732 ***********************************************************************
 DD1732  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1732  DESIGNATION -  866 0195 TIDAL TE 5
 DD1732  PID         -  DD1732
 DD1732  STATE/COUNTY-  SC/HORRY
 DD1732  USGS QUAD   -  LITTLE RIVER (1990)
 DD1732
 DD1732                         *CURRENT SURVEY CONTROL
 DD1732  ___________________________________________________________________
 DD1732* NAD 83(1986)-  33 51 13.     (N)    078 35 53.     (W)     SCALED    
 DD1732* NAVD 88     -        12.129  (meters)      39.79   (feet)  ADJUSTED  
 DD1732  ___________________________________________________________________
 DD1732  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DD1732  DYNAMIC HT  -          12.117 (meters)      39.75  (feet)  COMP
 DD1732  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 DD1732
 DD1732  VERT ORDER  -  FIRST     CLASS II
 DD1732
 DD1732.The horizontal coordinates were scaled from a topographic map and have
 DD1732.an estimated accuracy of +/- 6 seconds.
 DD1732
 DD1732.The orthometric height was determined by differential leveling
 DD1732.and adjusted by the National Geodetic Survey in June 1991..
 DD1732
 DD1732.This Tidal Bench Mark is designated as VM 3690
 DD1732.by the Center for Operational Oceanographic Products and Services.
 DD1732
 DD1732.The geoid height was determined by GEOID03.
 DD1732
 DD1732.The dynamic height is computed by dividing the NAVD 88
 DD1732.geopotential number by the normal gravity value computed on the
 DD1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1732.degrees latitude (g = 980.6199 gals.).
 DD1732
 DD1732.The modeled gravity was interpolated from observed gravity values.
 DD1732
 DD1732;                    North         East    Units  Estimated Accuracy
 DD1732;SPC SC       -   226,620.      831,820.      MT  (+/- 180 meters Scaled)
 DD1732
 DD1732                          SUPERSEDED SURVEY CONTROL
 DD1732
 DD1732  NGVD 29 (05/09/91)   12.449  (m)           40.84   (f) ADJUSTED    1 2
 DD1732
 DD1732.Superseded values are not recommended for survey control.
 DD1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1732.See file dsdata.txt to determine how the superseded data were derived.
 DD1732
 DD1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT222485(NAD 83)
 DD1732_MARKER: DJ = TIDAL STATION DISK
 DD1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1732_SP_SET: CONCRETE POST
 DD1732_STAMPING: T.E. NO. 5 1975
 DD1732_MARK LOGO: NOS   
 DD1732_PROJECTION: RECESSED 4 CENTIMETERS
 DD1732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1732+STABILITY: SURFACE MOTION
 DD1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1732+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1732
 DD1732  HISTORY     - Date     Condition        Report By
 DD1732  HISTORY     - 1975     MONUMENTED       NOS
 DD1732  HISTORY     - 1986     GOOD             SCGS
 DD1732  HISTORY     - 19900423 GOOD             NGS
 DD1732  HISTORY     - 19920717 GOOD             NGS
 DD1732  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 DD1732  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 DD1732
 DD1732                          STATION DESCRIPTION
 DD1732
 DD1732'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1732'2.95 KM (1.85 MI) SE FROM LITTLE RIVER.
 DD1732'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1732'3.0 KM (1.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1732'STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE 1.8 KM (1.1
 DD1732'MI) SOUTHWEST ALONG STATE HIGHWAY 90 TO THE JUNCTION OF STATE ROAD 20
 DD1732'(NIXONS CROSSROADS), THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE
 DD1732'ROAD 20 TO A FORK, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE
 DD1732'ROAD 20, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG STATE ROAD 236 (LITTLE
 DD1732'RIVER NECK ROAD) TO THE ENTRANCE GATE OF TILGHMAN POINT, CONTINUE 0.3
 DD1732'KM (0.2 MI) EASTERLY THROUGH GATE ALONG THE SAND ROAD, SET AT THE
 DD1732'BEGINNING OF A CLEARING, 3.47 METERS (11.38 FT) EAST SOUTHEAST OF A 6
 DD1732'INCH OAK TREE, 8.35 METERS (27.4 FT) SOUTH SOUTHWEST OF THE CENTER OF
 DD1732'THE SAND ROAD, 10.92 METERS (35.83 FT) SOUTH SOUTHWEST OF AN 18 INCH
 DD1732'PINE TREE, 4.75 METERS (15.58 FT) WEST SOUTHWEST OF A 10 INCH BASE
 DD1732'TWIN TRUNK OAK TREE, 12.44 METERS (40.81 FT) WEST OF A 15 INCH PINE
 DD1732'TREE.
 DD1732'THE MARK IS 3.47 METERS  ESE FROM A WITNESS POST.
 DD1732
 DD1732                          STATION RECOVERY (1990)
 DD1732
 DD1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1732'RECOVERED IN GOOD CONDITION.
 DD1732
 DD1732                          STATION RECOVERY (1992)
 DD1732
 DD1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1732'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1732'JUNCTION OF STATE ROAD 50 (MINEOLA AVENUE) IN LITTLE RIVER, THENCE
 DD1732'1.8 M (5.9 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 90, THENCE 1.1 KM
 DD1732'(0.70 MI) SOUTHEASTERLY ALONG STATE ROAD 20, THENCE 5.3 KM (3.30 MI)
 DD1732'EASTERLY ALONG STATE ROAD 236 (LITTLE RIVER NECK ROAD), THENCE 0.3 KM
 DD1732'(0.20 MI) EASTERLY ALONG A SAND ROAD, 8.4 M (27.6 FT) SOUTH-SOUTHWEST
 DD1732'OF AND LEVEL WITH THE ROAD CENTER, 4.8 M (15.7 FT) WEST-SOUTHWEST OF
 DD1732'A 10-INCH TWIN TRUNK OAK TREE, 3.5 M (11.5 FT) EAST-SOUTHEAST OF A
 DD1732'6-INCH OAK TREE, 3.5 M (11.5 FT) EAST-SOUTHEAST OF A WITNESS POST,
 DD1732'AND THE MONUMENT IS RECESSED 0.01 M (0.03 FT) BELOW THE GROUND
 DD1732'SURFACE.
 DD1732
 DD1732                          STATION RECOVERY (1999)
 DD1732
 DD1732'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1732'MARK NOT FOUND.
 DD1732
 DD1732                          STATION RECOVERY (2004)
 DD1732
 DD1732'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1706 ***********************************************************************
 DD1706  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1706  DESIGNATION -  866 0265 A TIDAL
 DD1706  PID         -  DD1706
 DD1706  STATE/COUNTY-  SC/HORRY
 DD1706  USGS QUAD   -  WAMPEE (1990)
 DD1706
 DD1706                         *CURRENT SURVEY CONTROL
 DD1706  ___________________________________________________________________
 DD1706* NAD 83(1986)-  33 50 07.     (N)    078 37 58.     (W)     SCALED    
 DD1706* NAVD 88     -         1.470  (meters)       4.82   (feet)  ADJUSTED  
 DD1706  ___________________________________________________________________
 DD1706  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DD1706  DYNAMIC HT  -           1.468 (meters)       4.82  (feet)  COMP
 DD1706  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 DD1706
 DD1706  VERT ORDER  -  FIRST     CLASS II
 DD1706
 DD1706.The horizontal coordinates were scaled from a topographic map and have
 DD1706.an estimated accuracy of +/- 6 seconds.
 DD1706
 DD1706.The orthometric height was determined by differential leveling
 DD1706.and adjusted by the National Geodetic Survey in June 1991..
 DD1706
 DD1706.This Tidal Bench Mark is designated as VM 3696
 DD1706.by the Center for Operational Oceanographic Products and Services.
 DD1706
 DD1706.The geoid height was determined by GEOID03.
 DD1706
 DD1706.The dynamic height is computed by dividing the NAVD 88
 DD1706.geopotential number by the normal gravity value computed on the
 DD1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1706.degrees latitude (g = 980.6199 gals.).
 DD1706
 DD1706.The modeled gravity was interpolated from observed gravity values.
 DD1706
 DD1706;                    North         East    Units  Estimated Accuracy
 DD1706;SPC SC       -   224,520.      828,650.      MT  (+/- 180 meters Scaled)
 DD1706
 DD1706                          SUPERSEDED SURVEY CONTROL
 DD1706
 DD1706  NGVD 29 (03/21/89)    1.790  (m)            5.87   (f) ADJUSTED    1 2
 DD1706
 DD1706.Superseded values are not recommended for survey control.
 DD1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1706.See file dsdata.txt to determine how the superseded data were derived.
 DD1706
 DD1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT190464(NAD 83)
 DD1706_MARKER: DJ = TIDAL STATION DISK
 DD1706_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1706_SP_SET: COPPER-CLAD STEEL ROD
 DD1706_STAMPING: 0265 A 1976
 DD1706_MARK LOGO: NOS   
 DD1706_PROJECTION: RECESSED 10 CENTIMETERS
 DD1706_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1706+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1706_ROD/PIPE-DEPTH: 14.6 meters
 DD1706
 DD1706  HISTORY     - Date     Condition        Report By
 DD1706  HISTORY     - 1976     MONUMENTED       NOS
 DD1706  HISTORY     - 1986     GOOD             SCGS
 DD1706  HISTORY     - 19920717 GOOD             NGS
 DD1706  HISTORY     - 19990907 MARK NOT FOUND   USPSQD
 DD1706  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD1706
 DD1706                          STATION DESCRIPTION
 DD1706
 DD1706'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1706'4.4 KM (2.75 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1706'THE MARK IS ABOVE LEVEL WITH DUFFY STREET.
 DD1706'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1706'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1706'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 0.4
 DD1706'KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 65 (SEA MOUNTAIN HIGHWAY),
 DD1706'THENCE 1.1 KM (0.7 MI) EAST NORTHEAST ALONG DUFFY STREET, SET NEAR A
 DD1706'POWER POLE IN THE NORTHEAST ANGLE OF 36TH AVENUE NORTH, 1.35 METERS
 DD1706'(4.43 FT) NORTH NORTHEAST OF THE POWER POLE 37651/GP1, 7.85 METERS
 DD1706'(25.75 FT) NORTH NORTHWEST OF THE CENTER OF DUFFY STREET, 6.3 METERS
 DD1706'(20.67 FT) EAST NORTHEAST OF THE CENTER OF THE AVENUE, 15.13 METERS
 DD1706'(49.64 FT) NORTHEAST OF A FIRE HYDRANT.
 DD1706'THE MARK IS 2.27 METERS  W FROM A WITNESS POST.
 DD1706
 DD1706                          STATION RECOVERY (1992)
 DD1706
 DD1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1706'IN NORTH MYRTLE BEACH, AT THE INTERSECTION OF 36TH AVENUE NORTH AND
 DD1706'DUFFY STREET, 7.9 M (25.9 FT) NORTH-NORTHWEST OF AND LEVEL WITH THE
 DD1706'CENTERLINE OF THE STREET, 6.3 M (20.7 FT) EAST-NORTHEAST OF THE
 DD1706'CENTER OF THE AVENUE, 1.4 M (4.6 FT) NORTH-NORTHEAST OF UTILITY POLE
 DD1706'NUMBER 37651 GPI, 0.9 M (3.0 FT) NORTH OF UTILITY POLE NUMBER 18614,
 DD1706'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS
 DD1706'ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 DD1706'THE ROD DEPTH IS UNKNOWN.
 DD1706
 DD1706                          STATION RECOVERY (1999)
 DD1706
 DD1706'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1706'MARK NOT FOUND.
 DD1706
 DD1706                          STATION RECOVERY (2004)
 DD1706
 DD1706'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1710 ***********************************************************************
 DD1710  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1710  DESIGNATION -  866 0265 B TIDAL
 DD1710  PID         -  DD1710
 DD1710  STATE/COUNTY-  SC/HORRY
 DD1710  USGS QUAD   -  WAMPEE (1990)
 DD1710
 DD1710                         *CURRENT SURVEY CONTROL
 DD1710  ___________________________________________________________________
 DD1710* NAD 83(1986)-  33 49 59.     (N)    078 37 49.     (W)     SCALED    
 DD1710* NAVD 88     -         2.138  (meters)       7.01   (feet)  ADJUSTED  
 DD1710  ___________________________________________________________________
 DD1710  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DD1710  DYNAMIC HT  -           2.135 (meters)       7.00  (feet)  COMP
 DD1710  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 DD1710
 DD1710  VERT ORDER  -  FIRST     CLASS II
 DD1710
 DD1710.The horizontal coordinates were scaled from a topographic map and have
 DD1710.an estimated accuracy of +/- 6 seconds.
 DD1710
 DD1710.The orthometric height was determined by differential leveling
 DD1710.and adjusted by the National Geodetic Survey in June 1991..
 DD1710
 DD1710.This Tidal Bench Mark is designated as VM 3697
 DD1710.by the Center for Operational Oceanographic Products and Services.
 DD1710
 DD1710.The geoid height was determined by GEOID03.
 DD1710
 DD1710.The dynamic height is computed by dividing the NAVD 88
 DD1710.geopotential number by the normal gravity value computed on the
 DD1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1710.degrees latitude (g = 980.6199 gals.).
 DD1710
 DD1710.The modeled gravity was interpolated from observed gravity values.
 DD1710
 DD1710;                    North         East    Units  Estimated Accuracy
 DD1710;SPC SC       -   224,280.      828,890.      MT  (+/- 180 meters Scaled)
 DD1710
 DD1710                          SUPERSEDED SURVEY CONTROL
 DD1710
 DD1710  NGVD 29 (05/09/91)    2.458  (m)            8.06   (f) ADJUSTED    1 2
 DD1710
 DD1710.Superseded values are not recommended for survey control.
 DD1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1710.See file dsdata.txt to determine how the superseded data were derived.
 DD1710
 DD1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT192461(NAD 83)
 DD1710_MARKER: DJ = TIDAL STATION DISK
 DD1710_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1710_SP_SET: COPPER-CLAD STEEL ROD
 DD1710_STAMPING: 0265 B 1976
 DD1710_MARK LOGO: NOS   
 DD1710_PROJECTION: FLUSH
 DD1710_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1710+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD1710_ROD/PIPE-DEPTH: 7.30 meters
 DD1710
 DD1710  HISTORY     - Date     Condition        Report By
 DD1710  HISTORY     - 1976     MONUMENTED       NOS
 DD1710  HISTORY     - 1986     GOOD             SCGS
 DD1710  HISTORY     - 19900918 GOOD             NGS
 DD1710  HISTORY     - 19920717 GOOD             NGS
 DD1710  HISTORY     - 19990907 GOOD             USPSQD
 DD1710  HISTORY     - 20040708 GOOD             USPSQD
 DD1710  HISTORY     - 20051101 GOOD             USPSQD
 DD1710
 DD1710                          STATION DESCRIPTION
 DD1710
 DD1710'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1710'4.7 KM (2.9 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1710'THE MARK IS ABOVE LEVEL WITH AVENUE.
 DD1710'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1710'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1710'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 1.3
 DD1710'KM (0.8 MI) NORTHEAST ALONG OCEAN BOULEVARD, THENCE 0.1 KM (0.05 MI)
 DD1710'NORTHWESTERLY ALONG 39TH AVENUE NORTH, SET NEAR A POWER POLE IN THE
 DD1710'NORTHWEST ANGLE OF LAKE DRIVE, 1.47 METERS (4.82 FT) SOUTHWEST OF THE
 DD1710'POWER POLE 37721/C121 WITH FIVE GUY WIRES, 9.52 METERS (31.23 FT)
 DD1710'WEST SOUTHWEST OF THE CENTER OF THE AVENUE, 7.2 METERS (23.62 FT)
 DD1710'NORTH NORTHWEST OF THE CENTER OF LAKE DRIVE, 8.35 METERS (27.4 FT)
 DD1710'SOUTHEAST OF THE SOUTHEAST STILT SUPPORTING A TWO STORY HOUSE (3809
 DD1710'LAKE DRIVE).
 DD1710
 DD1710                          STATION RECOVERY (1990)
 DD1710
 DD1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1710'RECOVERED IN GOOD CONDITION.
 DD1710
 DD1710                          STATION RECOVERY (1992)
 DD1710
 DD1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1710'IN NORTH MYRTLE BEACH, AT THE INTERSECTION OF 36TH AVENUE NORTH AND
 DD1710'LAKE DRIVE, 9.5 M (31.2 FT) WEST-SOUTHWEST OF AND LEVEL WITH THE
 DD1710'CENTER OF THE AVENUE, 8.4 M (27.6 FT) SOUTHEAST OF THE SOUTHEAST
 DD1710'CORNER OF A HOUSE AT 3809 LAKE DRIVE, 4.7 M (15.4 FT) NORTH-NORTHWEST
 DD1710'OF THE CENTER OF LAKE DRIVE, 4.7 M (15.4 FT) SOUTHWEST OF A WITNESS
 DD1710'POST, AND 1.8 M (5.9 FT) SOUTHWEST OF UTILITY POLE NUMBER 37721 C121
 DD1710'WITH 5 GUY CABLES.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 DD1710'AND IS FLUSH WITH THE GROUND SURFACE.
 DD1710
 DD1710                          STATION RECOVERY (1999)
 DD1710
 DD1710'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1710'RECOVERED IN GOOD CONDITION.
 DD1710
 DD1710                          STATION RECOVERY (2004)
 DD1710
 DD1710'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1710'RECOVERED IN GOOD CONDITION.
 DD1710
 DD1710                          STATION RECOVERY (2005)
 DD1710
 DD1710'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1707 ***********************************************************************
 DD1707  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1707  DESIGNATION -  866 0265 TIDAL CHER 4
 DD1707  PID         -  DD1707
 DD1707  STATE/COUNTY-  SC/HORRY
 DD1707  USGS QUAD   -  WAMPEE (1990)
 DD1707
 DD1707                         *CURRENT SURVEY CONTROL
 DD1707  ___________________________________________________________________
 DD1707* NAD 83(1986)-  33 50 09.     (N)    078 37 59.     (W)     SCALED    
 DD1707* NAVD 88     -         1.370  (meters)       4.49   (feet)  ADJUSTED  
 DD1707  ___________________________________________________________________
 DD1707  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DD1707  DYNAMIC HT  -           1.369 (meters)       4.49  (feet)  COMP
 DD1707  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 DD1707
 DD1707  VERT ORDER  -  FIRST     CLASS II
 DD1707
 DD1707.The horizontal coordinates were scaled from a topographic map and have
 DD1707.an estimated accuracy of +/- 6 seconds.
 DD1707
 DD1707.The orthometric height was determined by differential leveling
 DD1707.and adjusted by the National Geodetic Survey in June 1991..
 DD1707
 DD1707.This Tidal Bench Mark is designated as VM 3694
 DD1707.by the Center for Operational Oceanographic Products and Services.
 DD1707
 DD1707.The geoid height was determined by GEOID03.
 DD1707
 DD1707.The dynamic height is computed by dividing the NAVD 88
 DD1707.geopotential number by the normal gravity value computed on the
 DD1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1707.degrees latitude (g = 980.6199 gals.).
 DD1707
 DD1707.The modeled gravity was interpolated from observed gravity values.
 DD1707
 DD1707;                    North         East    Units  Estimated Accuracy
 DD1707;SPC SC       -   224,580.      828,630.      MT  (+/- 180 meters Scaled)
 DD1707
 DD1707                          SUPERSEDED SURVEY CONTROL
 DD1707
 DD1707  NGVD 29 (03/21/89)    1.690  (m)            5.54   (f) ADJUSTED    1 2
 DD1707
 DD1707.Superseded values are not recommended for survey control.
 DD1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1707.See file dsdata.txt to determine how the superseded data were derived.
 DD1707
 DD1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT190464(NAD 83)
 DD1707_MARKER: DJ = TIDAL STATION DISK
 DD1707_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1707_SP_SET: COPPER-CLAD STEEL ROD
 DD1707_STAMPING: CHER. NO. 4 1974
 DD1707_MARK LOGO: NOS   
 DD1707_PROJECTION: FLUSH
 DD1707_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1707+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD1707_ROD/PIPE-DEPTH: 17.1 meters
 DD1707
 DD1707  HISTORY     - Date     Condition        Report By
 DD1707  HISTORY     - 1974     MONUMENTED       NOS
 DD1707  HISTORY     - 1986     GOOD             SCGS
 DD1707  HISTORY     - 19920717 GOOD             NGS
 DD1707  HISTORY     - 19990907 GOOD             USPSQD
 DD1707  HISTORY     - 20040708 GOOD             USPSQD
 DD1707  HISTORY     - 20051101 GOOD             USPSQD
 DD1707
 DD1707                          STATION DESCRIPTION
 DD1707
 DD1707'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1707'4.4 KM (2.75 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1707'THE MARK IS 0.20 M ABOVE AVENUE.
 DD1707'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1707'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1707'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 0.4
 DD1707'KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 65 (SEA MOUNTAIN HIGHWAY),
 DD1707'THENCE 1.1 KM (0.7 MI) EAST NORTHEAST ALONG DUFFY STREET, THENCE 0.1
 DD1707'KM (0.05 MI) NORTH NORTHWEST ALONG 36TH AVENUE NORTH, SET ACROSS FROM
 DD1707'THE RESIDENCE OF 411 36TH AVENUE NORTH, 8.34 METERS (27.36 FT) EAST
 DD1707'SOUTHEAST OF POWER POLE NUMBER 37648 WITH THREE GUY WIRES AND A YARD
 DD1707'LIGHT, 4.6 METERS (15.09 FT) EAST NORTHEAST OF THE CENTER OF THE
 DD1707'AVENUE, 28.65 METERS (94.0 FT) NORTH OF A POWER POLE 37649/GPE1 WITH
 DD1707'A TRANSFORMER AND TWO GUY WIRES, 50.7 METERS (166.34 FT) SOUTH
 DD1707'SOUTHEAST OF TIDAL BENCH MARK 866 0265 TIDAL 3.
 DD1707'THE MARK IS 0.39 METERS  S FROM A WITNESS POST.
 DD1707
 DD1707                          STATION RECOVERY (1992)
 DD1707
 DD1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1707'IN NORTH MYRTLE BEACH, AT 411 36TH AVENUE NORTH, 99.2 M (325.5 FT)
 DD1707'NORTH-NORTHWEST OF THE CENTERLINE OF DUFFY STREET, 28.7 M (94.2 FT)
 DD1707'NORTH OF UTILITY POLE NUMBER 37649 GPE1 WITH A TRANSFORMER AND 2 GUY
 DD1707'CABLES, 14.5 M (47.6 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 DD1707'HOUSE AT 411 36TH AVENUE NORTH, 8.3 M (27.2 FT) EAST-SOUTHEAST OF
 DD1707'UTILITY LIGHT POLE NUMBER 37648 WITH 3 GUY CABLES, 4.6 M (15.1 FT)
 DD1707'EAST-NORTHEAST OF AND LEVEL WITH THE AVENUE CENTER, AND 0.3 M (1.0
 DD1707'FT) SOUTH-SOUTHWEST OF A WITNESS POST.  NOTE THE DISK IS ENCASED IN A
 DD1707'4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH
 DD1707'IS UNKNOWN.
 DD1707
 DD1707                          STATION RECOVERY (1999)
 DD1707
 DD1707'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1707'RECOVERED IN GOOD CONDITION.
 DD1707
 DD1707                          STATION RECOVERY (2004)
 DD1707
 DD1707'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1707'RECOVERED IN GOOD CONDITION.
 DD1707
 DD1707                          STATION RECOVERY (2005)
 DD1707
 DD1707'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1708 ***********************************************************************
 DD1708  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1708  DESIGNATION -  866 0265 TIDAL CHER 3
 DD1708  PID         -  DD1708
 DD1708  STATE/COUNTY-  SC/HORRY
 DD1708  USGS QUAD   -  WAMPEE (1990)
 DD1708
 DD1708                         *CURRENT SURVEY CONTROL
 DD1708  ___________________________________________________________________
 DD1708* NAD 83(1986)-  33 50 12.     (N)    078 37 59.     (W)     SCALED    
 DD1708* NAVD 88     -         1.399  (meters)       4.59   (feet)  ADJUSTED  
 DD1708  ___________________________________________________________________
 DD1708  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DD1708  DYNAMIC HT  -           1.398 (meters)       4.59  (feet)  COMP
 DD1708  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 DD1708
 DD1708  VERT ORDER  -  FIRST     CLASS II
 DD1708
 DD1708.The horizontal coordinates were scaled from a topographic map and have
 DD1708.an estimated accuracy of +/- 6 seconds.
 DD1708
 DD1708.The orthometric height was determined by differential leveling
 DD1708.and adjusted by the National Geodetic Survey in June 1991..
 DD1708
 DD1708.This Tidal Bench Mark is designated as VM 3693
 DD1708.by the Center for Operational Oceanographic Products and Services.
 DD1708
 DD1708.The geoid height was determined by GEOID03.
 DD1708
 DD1708.The dynamic height is computed by dividing the NAVD 88
 DD1708.geopotential number by the normal gravity value computed on the
 DD1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1708.degrees latitude (g = 980.6199 gals.).
 DD1708
 DD1708.The modeled gravity was interpolated from observed gravity values.
 DD1708
 DD1708;                    North         East    Units  Estimated Accuracy
 DD1708;SPC SC       -   224,670.      828,620.      MT  (+/- 180 meters Scaled)
 DD1708
 DD1708                          SUPERSEDED SURVEY CONTROL
 DD1708
 DD1708  NGVD 29 (03/21/89)    1.719  (m)            5.64   (f) ADJUSTED    1 2
 DD1708
 DD1708.Superseded values are not recommended for survey control.
 DD1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1708.See file dsdata.txt to determine how the superseded data were derived.
 DD1708
 DD1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT190465(NAD 83)
 DD1708_MARKER: DJ = TIDAL STATION DISK
 DD1708_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1708_SP_SET: COPPER-CLAD STEEL ROD
 DD1708_STAMPING: CHER. NO. 3 1974
 DD1708_MARK LOGO: NOS   
 DD1708_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1708_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1708+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD1708_ROD/PIPE-DEPTH: 17.1 meters
 DD1708
 DD1708  HISTORY     - Date     Condition        Report By
 DD1708  HISTORY     - 1974     MONUMENTED       NOS
 DD1708  HISTORY     - 1986     GOOD             SCGS
 DD1708  HISTORY     - 19920717 GOOD             NGS
 DD1708  HISTORY     - 19990907 GOOD             USPSQD
 DD1708  HISTORY     - 20040708 GOOD             USPSQD
 DD1708  HISTORY     - 20051101 GOOD             USPSQD
 DD1708
 DD1708                          STATION DESCRIPTION
 DD1708
 DD1708'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1708'4.4 KM (2.75 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1708'THE MARK IS 0.20 M BELOW AVENUE.
 DD1708'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1708'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1708'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 0.4
 DD1708'KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 65 (SEA MOUNTAIN HIGHWAY),
 DD1708'THENCE 1.1 KM (0.7 MI) EAST NORTHEAST ALONG DUFFY STREET, THENCE 0.2
 DD1708'KM (0.1 MI) NORTH NORTHWEST ALONG 36TH AVENUE NORTH, SET ACROSS FROM
 DD1708'THE RESIDENCE OF 417 36TH AVENUE NORTH, 6.5 METERS (21.33 FT) EAST
 DD1708'NORTHEAST OF THE CENTER OF THE AVENUE, 20.4 METERS (66.93 FT) EAST
 DD1708'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 19.5 METERS (63.98
 DD1708'FT) NORTH NORTHEAST OF POWER POLE NUMBER 66176.
 DD1708'THE MARK IS 1.95 METERS  E FROM A WITNESS POST.
 DD1708
 DD1708                          STATION RECOVERY (1992)
 DD1708
 DD1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1708'IN NORTH MYRTLE BEACH, AT 417 36TH AVENUE NORTH, 20.4 M (66.9 FT)
 DD1708'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AT 417 36TH AVENUE
 DD1708'NORTH, 7.0 M (23.0 FT) EAST OF THE AVENUE CENTER, 2.0 M (6.6 FT) EAST
 DD1708'OF A WITNESS POST, 0.5 M (1.6 FT) NORTH-NORTHWEST OF A WITNESS POST,
 DD1708'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.  NOTE--THE DISK IS
 DD1708'ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 DD1708'THE ROD DEPTH IS UNKNOWN.
 DD1708
 DD1708                          STATION RECOVERY (1999)
 DD1708
 DD1708'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1708'RECOVERED IN GOOD CONDITION.
 DD1708
 DD1708                          STATION RECOVERY (2004)
 DD1708
 DD1708'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1708'RECOVERED IN GOOD CONDITION.
 DD1708
 DD1708                          STATION RECOVERY (2005)
 DD1708
 DD1708'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1709 ***********************************************************************
 DD1709  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1709  DESIGNATION -  866 0265 TIDAL CHER 1
 DD1709  PID         -  DD1709
 DD1709  STATE/COUNTY-  SC/HORRY
 DD1709  USGS QUAD   -  WAMPEE (1990)
 DD1709
 DD1709                         *CURRENT SURVEY CONTROL
 DD1709  ___________________________________________________________________
 DD1709* NAD 83(1986)-  33 50 12.     (N)    078 37 59.     (W)     SCALED    
 DD1709* NAVD 88     -         1.271  (meters)       4.17   (feet)  ADJUSTED  
 DD1709  ___________________________________________________________________
 DD1709  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DD1709  DYNAMIC HT  -           1.270 (meters)       4.17  (feet)  COMP
 DD1709  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 DD1709
 DD1709  VERT ORDER  -  FIRST     CLASS II
 DD1709
 DD1709.The horizontal coordinates were scaled from a topographic map and have
 DD1709.an estimated accuracy of +/- 6 seconds.
 DD1709
 DD1709.The orthometric height was determined by differential leveling
 DD1709.and adjusted by the National Geodetic Survey in June 1991..
 DD1709
 DD1709.This Tidal Bench Mark is designated as VM 3692
 DD1709.by the Center for Operational Oceanographic Products and Services.
 DD1709
 DD1709.The geoid height was determined by GEOID03.
 DD1709
 DD1709.The dynamic height is computed by dividing the NAVD 88
 DD1709.geopotential number by the normal gravity value computed on the
 DD1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1709.degrees latitude (g = 980.6199 gals.).
 DD1709
 DD1709.The modeled gravity was interpolated from observed gravity values.
 DD1709
 DD1709;                    North         East    Units  Estimated Accuracy
 DD1709;SPC SC       -   224,670.      828,620.      MT  (+/- 180 meters Scaled)
 DD1709
 DD1709                          SUPERSEDED SURVEY CONTROL
 DD1709
 DD1709  NGVD 29 (03/21/89)    1.591  (m)            5.22   (f) ADJUSTED    1 2
 DD1709
 DD1709.Superseded values are not recommended for survey control.
 DD1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1709.See file dsdata.txt to determine how the superseded data were derived.
 DD1709
 DD1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT190465(NAD 83)
 DD1709_MARKER: DJ = TIDAL STATION DISK
 DD1709_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1709_SP_SET: COPPER-CLAD STEEL ROD
 DD1709_STAMPING: CHER. NO. 1 1974
 DD1709_MARK LOGO: NOS   
 DD1709_PROJECTION: FLUSH
 DD1709_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1709+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DD1709
 DD1709  HISTORY     - Date     Condition        Report By
 DD1709  HISTORY     - 1974     MONUMENTED       NOS
 DD1709  HISTORY     - 1986     GOOD             SCGS
 DD1709  HISTORY     - 19920717 GOOD             NGS
 DD1709  HISTORY     - 19990907 GOOD             USPSQD
 DD1709  HISTORY     - 20040708 GOOD             USPSQD
 DD1709  HISTORY     - 20051101 GOOD             USPSQD
 DD1709
 DD1709                          STATION DESCRIPTION
 DD1709
 DD1709'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1709'4.4 KM (2.75 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1709'THE MARK IS 0.40 M BELOW AVENUE.
 DD1709'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1709'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1709'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 0.4
 DD1709'KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 65 (SEA MOUNTAIN HIGHWAY),
 DD1709'THENCE 1.1 KM (0.7 MI) EAST NORTHEAST ALONG DUFFY STREET, THENCE 0.2
 DD1709'KM (0.1 MI) NORTH NORTHWEST ALONG 36TH AVENUE NORTH, SET NEAR THE
 DD1709'MARSH LINE, 9.0 METERS (29.53 FT) WEST SOUTHWEST OF THE HIGH WATER
 DD1709'LINE, 27.45 METERS (90.06 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER
 DD1709'OF A HOUSE (417 36TH AVENUE NORTH), 2.3 METERS (7.55 FT) EAST
 DD1709'NORTHEAST OF THE CENTER OF THE ROAD LEADING INTO THE MARSH, ROD DEPTH
 DD1709'UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND PROJECTING 0.2
 DD1709'CENTIMETERS.
 DD1709'THE MARK IS 0.44 METERS  SSE FROM A WITNESS POST.
 DD1709
 DD1709                          STATION RECOVERY (1992)
 DD1709
 DD1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1709'IN NORTH MYRTLE BEACH, AT 417 36TH AVENUE NORTH, 27.5 M (90.2 FT)
 DD1709'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AT 417 36TH AVENUE
 DD1709'NORTH, 9.9 M (32.5 FT) NORTHWEST OF UTILITY POLE NUMBER 72458, 4.5 M
 DD1709'(14.8 FT) WEST-SOUTHWEST OF THE EXTENDED CENTER OF THE AVENUE, 0.6 M
 DD1709'(2.0 FT) BELOW THE LEVEL OF THE AVENUE, AND 0.4 M (1.3 FT) SOUTHWEST
 DD1709'OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 DD1709'AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1709
 DD1709                          STATION RECOVERY (1999)
 DD1709
 DD1709'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1709'RECOVERED IN GOOD CONDITION.
 DD1709
 DD1709                          STATION RECOVERY (2004)
 DD1709
 DD1709'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1709'RECOVERED IN GOOD CONDITION.
 DD1709
 DD1709                          STATION RECOVERY (2005)
 DD1709
 DD1709'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1713 ***********************************************************************
 DD1713  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1713  DESIGNATION -  866 0266 TIDAL HIP 2
 DD1713  PID         -  DD1713
 DD1713  STATE/COUNTY-  SC/HORRY
 DD1713  USGS QUAD   -  LITTLE RIVER (1990)
 DD1713
 DD1713                         *CURRENT SURVEY CONTROL
 DD1713  ___________________________________________________________________
 DD1713* NAD 83(1986)-  33 50 19.     (N)    078 36 29.     (W)     SCALED    
 DD1713* NAVD 88     -         2.419  (meters)       7.94   (feet)  ADJUSTED  
 DD1713  ___________________________________________________________________
 DD1713  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DD1713  DYNAMIC HT  -           2.417 (meters)       7.93  (feet)  COMP
 DD1713  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 DD1713
 DD1713  VERT ORDER  -  FIRST     CLASS II
 DD1713
 DD1713.The horizontal coordinates were scaled from a topographic map and have
 DD1713.an estimated accuracy of +/- 6 seconds.
 DD1713
 DD1713.The orthometric height was determined by differential leveling
 DD1713.and adjusted by the National Geodetic Survey in June 1991..
 DD1713
 DD1713.This Tidal Bench Mark is designated as VM 14285
 DD1713.by the Center for Operational Oceanographic Products and Services.
 DD1713
 DD1713.The geoid height was determined by GEOID03.
 DD1713
 DD1713.The dynamic height is computed by dividing the NAVD 88
 DD1713.geopotential number by the normal gravity value computed on the
 DD1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1713.degrees latitude (g = 980.6199 gals.).
 DD1713
 DD1713.The modeled gravity was interpolated from observed gravity values.
 DD1713
 DD1713;                    North         East    Units  Estimated Accuracy
 DD1713;SPC SC       -   224,940.      830,930.      MT  (+/- 180 meters Scaled)
 DD1713
 DD1713                          SUPERSEDED SURVEY CONTROL
 DD1713
 DD1713  NGVD 29 (05/09/91)    2.740  (m)            8.99   (f) ADJUSTED    1 2
 DD1713
 DD1713.Superseded values are not recommended for survey control.
 DD1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1713.See file dsdata.txt to determine how the superseded data were derived.
 DD1713
 DD1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT213468(NAD 83)
 DD1713_MARKER: DJ = TIDAL STATION DISK
 DD1713_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1713_SP_SET: COPPER-CLAD STEEL ROD
 DD1713_STAMPING: H.I.P. NO. 2 1975
 DD1713_MARK LOGO: NOS   
 DD1713_PROJECTION: RECESSED 3 CENTIMETERS
 DD1713_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1713+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1713
 DD1713  HISTORY     - Date     Condition        Report By
 DD1713  HISTORY     - 1975     MONUMENTED       NOS
 DD1713  HISTORY     - 1986     GOOD             SCGS
 DD1713  HISTORY     - 19900918 GOOD             NGS
 DD1713  HISTORY     - 19920717 GOOD             NGS
 DD1713  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD1713  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD1713
 DD1713                          STATION DESCRIPTION
 DD1713
 DD1713'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1713'6.8 KM (4.2 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1713'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 DD1713'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1713'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1713'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 3.45
 DD1713'KM (2.15 MI) NORTHEASTERLY ALONG OCEAN BOULEVARD, SET IN THE
 DD1713'SOUTHWEST ANGLE OF THE WEST DRIVE OF THE SEA CABIN CONDOMINIUMS
 DD1713'ACROSS FROM 60TH AVENUE NORTH, 1.4 METERS (4.59 FT) WEST SOUTHWEST OF
 DD1713'A POWER POLE WITH FOUR GUY WIRES AND A SAFETY LIGHT, 8.9 METERS (29.2
 DD1713'FT) WEST NORTHWEST OF THE CENTER OF THE DRIVE, 7.35 METERS (24.11 FT)
 DD1713'SOUTH SOUTHEAST OF THE CENTER OF THE BOULEVARD, 14.78 METERS (48.49
 DD1713'FT) SOUTH SOUTHEAST OF A FIRE HYDRANT, 8.55 METERS (28.05 FT) EAST
 DD1713'SOUTHEAST OF THE CENTER OF A CEMENT DRIVEWAY TO SEDGEFIELD, ROD DEPTH
 DD1713'UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND RECESSED 17 CENTIMETERS.
 DD1713
 DD1713                          STATION RECOVERY (1990)
 DD1713
 DD1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1713'RECDOVERED AS DESCRIBED.
 DD1713
 DD1713                          STATION RECOVERY (1992)
 DD1713
 DD1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1713'IN NORTH MYRTLE BEACH, AT THE INTERSECTION OF OCEAN BOULEVARD NORTH
 DD1713'AND 60TH STREET, 10.7 M (35.1 FT) NORTH-NORTHEAST OF THE NORTHEAST
 DD1713'CORNER OF THE SEDGEFIELD CONDOMINIUMS.  8.6 M (28.2 FT)
 DD1713'EAST-NORTHEAST OF THE CENTER OF THE MOST EASTERLY DRIVEWAY LEADING TO
 DD1713'THE CONDOMINIUMS, 7.4 M (24.3 FT) SOUTH-SOUTHEAST OF THE BOULEVARD
 DD1713'CENTERLINE, 3.8 M (12.5 FT) WEST-SOUTHWEST OF THE EXTENDED CENTER OF
 DD1713'THE AVENUE, 1.2 M (3.9 FT) SOUTHWEST OF A UTILITY LIGHT POLE WITH 4
 DD1713'GUY CABLES, 0.6 M (2.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A
 DD1713'FENCE, 0.5 M (1.6 FT) WEST-SOUTHWEST OF THE FENCE, 0.4 M (1.3 FT)
 DD1713'SOUTH-SOUTHEAST OF THE FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 DD1713'THE BOULEVARD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 DD1713'RECESSED 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 DD1713'UNKNOWN.
 DD1713
 DD1713                          STATION RECOVERY (1999)
 DD1713
 DD1713'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1713'MARK NOT FOUND.
 DD1713
 DD1713                          STATION RECOVERY (2004)
 DD1713
 DD1713'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1714 ***********************************************************************
 DD1714  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1714  DESIGNATION -  866 0266 TIDAL HIP 4
 DD1714  PID         -  DD1714
 DD1714  STATE/COUNTY-  SC/HORRY
 DD1714  USGS QUAD   -  LITTLE RIVER (1990)
 DD1714
 DD1714                         *CURRENT SURVEY CONTROL
 DD1714  ___________________________________________________________________
 DD1714* NAD 83(1986)-  33 50 23.     (N)    078 36 30.     (W)     SCALED    
 DD1714* NAVD 88     -         2.137  (meters)       7.01   (feet)  ADJUSTED  
 DD1714  ___________________________________________________________________
 DD1714  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DD1714  DYNAMIC HT  -           2.135 (meters)       7.00  (feet)  COMP
 DD1714  MODELED GRAV-     979,634.7   (mgal)                       NAVD 88
 DD1714
 DD1714  VERT ORDER  -  FIRST     CLASS II
 DD1714
 DD1714.The horizontal coordinates were scaled from a topographic map and have
 DD1714.an estimated accuracy of +/- 6 seconds.
 DD1714
 DD1714.The orthometric height was determined by differential leveling
 DD1714.and adjusted by the National Geodetic Survey in June 1991..
 DD1714
 DD1714.This Tidal Bench Mark is designated as VM 14287
 DD1714.by the Center for Operational Oceanographic Products and Services.
 DD1714
 DD1714.The geoid height was determined by GEOID03.
 DD1714
 DD1714.The dynamic height is computed by dividing the NAVD 88
 DD1714.geopotential number by the normal gravity value computed on the
 DD1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1714.degrees latitude (g = 980.6199 gals.).
 DD1714
 DD1714.The modeled gravity was interpolated from observed gravity values.
 DD1714
 DD1714;                    North         East    Units  Estimated Accuracy
 DD1714;SPC SC       -   225,060.      830,900.      MT  (+/- 180 meters Scaled)
 DD1714
 DD1714                          SUPERSEDED SURVEY CONTROL
 DD1714
 DD1714  NGVD 29 (03/21/89)    2.457  (m)            8.06   (f) ADJUSTED    1 2
 DD1714
 DD1714.Superseded values are not recommended for survey control.
 DD1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1714.See file dsdata.txt to determine how the superseded data were derived.
 DD1714
 DD1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT213469(NAD 83)
 DD1714_MARKER: DJ = TIDAL STATION DISK
 DD1714_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1714_SP_SET: COPPER-CLAD STEEL ROD
 DD1714_STAMPING: H.I.P. NO. 4 1975
 DD1714_MARK LOGO: NOS   
 DD1714_PROJECTION: FLUSH
 DD1714_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1714+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1714
 DD1714  HISTORY     - Date     Condition        Report By
 DD1714  HISTORY     - 1975     MONUMENTED       NOS
 DD1714  HISTORY     - 1986     GOOD             SCGS
 DD1714  HISTORY     - 19920717 GOOD             NGS
 DD1714  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 DD1714  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD1714
 DD1714                          STATION DESCRIPTION
 DD1714
 DD1714'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1714'6.7 KM (4.15 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1714'THE MARK IS ABOVE LEVEL WITH AVENUE.
 DD1714'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1714'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1714'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 3.45
 DD1714'KM (2.15 MI) NORTHEASTERLY ALONG OCEAN BOULEVARD, THENCE 0.2 KM (0.1
 DD1714'MI) NORTH NORTHWEST ALONG 60TH AVENUE NORTH, SET NEAR A POWER POLE
 DD1714'WITH FOUR GUY WIRES IN THE SOUTHWEST ANGLE OF NIXON STREET, 1.24
 DD1714'METERS (4.07 FT) SOUTH SOUTHEAST OF THE POWER POLE 40969/G102, 4.56
 DD1714'METERS (14.96 FT) NORTH NORTHWEST OF A FIRE HYDRANT, 6.65 METERS
 DD1714'(21.82 FT) SOUTH SOUTHEAST OF THE CENTER OF NIXON STREET, 5.75 METERS
 DD1714'(18.86 FT) WEST SOUTHWEST OF THE CENTER OF 60TH AVENUE NORTH, ADD-ROD
 DD1714'DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, RECESSED 12 CENTIMETERS.
 DD1714'THE MARK IS 0.24 METERS  NE FROM A WITNESS POST.
 DD1714
 DD1714                          STATION RECOVERY (1992)
 DD1714
 DD1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1714'IN NORTH MYRTLE BEACH, AT THE INTERSECTION OF 60TH AVENUE NORTH AND
 DD1714'NIXON STREET, 6.7 M (22.0 FT) SOUTH-SOUTHEAST OF AND LEVEL WITH THE
 DD1714'CENTER OF THE STREET, 5.8 M (19.0 FT) WEST-SOUTHWEST OF THE BOULEVARD
 DD1714'CENTER, 4.6 M (15.1 FT) NORTHWEST OF A FIRE HYDRANT, 1.2 M (3.9 FT)
 DD1714'SOUTHEAST OF UTILITY LIGHT POLE NUMBER 78949 WITH A TRANSFORMER AND 2
 DD1714'GUY CABLES, AND 0.2 M (0.7 FT) EAST-NORTHEAST OF A WITNESS POST.
 DD1714'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE
 DD1714'GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1714
 DD1714                          STATION RECOVERY (1999)
 DD1714
 DD1714'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1714'MARK NOT FOUND.
 DD1714
 DD1714                          STATION RECOVERY (2004)
 DD1714
 DD1714'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1715 ***********************************************************************
 DD1715  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1715  DESIGNATION -  866 0266 TIDAL HIP 5
 DD1715  PID         -  DD1715
 DD1715  STATE/COUNTY-  SC/HORRY
 DD1715  USGS QUAD   -  LITTLE RIVER (1990)
 DD1715
 DD1715                         *CURRENT SURVEY CONTROL
 DD1715  ___________________________________________________________________
 DD1715* NAD 83(1986)-  33 50 20.     (N)    078 36 34.     (W)     SCALED    
 DD1715* NAVD 88     -         1.576  (meters)       5.17   (feet)  ADJUSTED  
 DD1715  ___________________________________________________________________
 DD1715  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DD1715  DYNAMIC HT  -           1.574 (meters)       5.16  (feet)  COMP
 DD1715  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 DD1715
 DD1715  VERT ORDER  -  FIRST     CLASS II
 DD1715
 DD1715.The horizontal coordinates were scaled from a topographic map and have
 DD1715.an estimated accuracy of +/- 6 seconds.
 DD1715
 DD1715.The orthometric height was determined by differential leveling
 DD1715.and adjusted by the National Geodetic Survey in June 1991..
 DD1715
 DD1715.This Tidal Bench Mark is designated as VM 14288
 DD1715.by the Center for Operational Oceanographic Products and Services.
 DD1715
 DD1715.The geoid height was determined by GEOID03.
 DD1715
 DD1715.The dynamic height is computed by dividing the NAVD 88
 DD1715.geopotential number by the normal gravity value computed on the
 DD1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1715.degrees latitude (g = 980.6199 gals.).
 DD1715
 DD1715.The modeled gravity was interpolated from observed gravity values.
 DD1715
 DD1715;                    North         East    Units  Estimated Accuracy
 DD1715;SPC SC       -   224,970.      830,800.      MT  (+/- 180 meters Scaled)
 DD1715
 DD1715                          SUPERSEDED SURVEY CONTROL
 DD1715
 DD1715  NGVD 29 (03/21/89)    1.896  (m)            6.22   (f) ADJUSTED    1 2
 DD1715
 DD1715.Superseded values are not recommended for survey control.
 DD1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1715.See file dsdata.txt to determine how the superseded data were derived.
 DD1715
 DD1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT212468(NAD 83)
 DD1715_MARKER: DJ = TIDAL STATION DISK
 DD1715_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1715_SP_SET: COPPER-CLAD STEEL ROD
 DD1715_STAMPING: NO. 5 H.I.P. 1975
 DD1715_MARK LOGO: NOS   
 DD1715_PROJECTION: FLUSH
 DD1715_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1715+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DD1715
 DD1715  HISTORY     - Date     Condition        Report By
 DD1715  HISTORY     - 1975     MONUMENTED       NOS
 DD1715  HISTORY     - 1986     GOOD             SCGS
 DD1715  HISTORY     - 19920717 GOOD             NGS
 DD1715  HISTORY     - 19990909 GOOD             USPSQD
 DD1715  HISTORY     - 20040708 GOOD             USPSQD
 DD1715  HISTORY     - 20051031 GOOD             USPSQD
 DD1715
 DD1715                          STATION DESCRIPTION
 DD1715
 DD1715'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1715'6.6 KM (4.1 MI) ENE FROM NORTH MYRTLE BEACH.
 DD1715'THE MARK IS ABOVE LEVEL WITH NIXON STREET.
 DD1715'1.3 KM (0.8 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 DD1715'U.S. HIGHWAY 17 IN NORTH MYRTLE BEACH, THENCE 2.9 KM (1.8 MI)
 DD1715'NORTHEASTERLY ALONG STATE HIGHWAY 65 (OCEAN BOULEVARD), CONTINUE 3.4
 DD1715'KM (2.1 MI) NORTHEASTERLY ALONG OCEAN BOULEVARD, THENCE 0.2 KM (0.1
 DD1715'MI) NORTH NORTHWEST ALONG 59TH AVENUE NORTH, SET NEAR A POWER POLE
 DD1715'WITH A SAFETY LIGHT IN THE SOUTHEAST ANGLE OF NIXON STREET, 1.28
 DD1715'METERS (4.2 FT) EAST OF THE POWER POLE G1N3/40940, 2.6 METERS (8.53
 DD1715'FT) NORTH NORTHWEST OF A FIRE HYDRANT, 5.7 METERS (18.7 FT) SOUTH
 DD1715'SOUTHEAST OF THE CENTER OF NIXON STREET, 7.3 METERS (23.95 FT) EAST
 DD1715'NORTHEAST OF THE CENTER OF 59TH AVENUE NORTH, 17.52 METERS (57.48 FT)
 DD1715'NORTH NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE
 DD1715'SURROUNDING A WATER TANK, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO
 DD1715'REFUSAL, AND RECESSED 11 CENTIMETERS.
 DD1715'THE MARK IS 0.43 METERS  NNW FROM A WITNESS POST.
 DD1715
 DD1715                          STATION RECOVERY (1992)
 DD1715
 DD1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1715'IN NORTH MYRTLE BEACH, AT THE INTERSECTION OF 59TH AVENUE NORTH AND
 DD1715'NIXON STREET, 17.6 M (57.7 FT) NORTH-NORTHWEST OF THE NORTHWEST
 DD1715'CORNER OF A CHAIN-LINK FENCE ENCLOSING A WATER TANK, 7.3 M (24.0 FT)
 DD1715'EAST-NORTHEAST OF THE AVENUECENTER, 5.7 M (18.7 FT) SOUTH-SOUTHEAST
 DD1715'OF AND LEVEL WITH THE STREET CENTER, 2.6 M (8.5 FT) NORTH-NORTHWEST
 DD1715'OF A FIRE HYDRANT, 0.4 M (1.3 FT) EAST-NORTHEAST OF UTILITY LIGHT
 DD1715'POLE NUMBER 78956, AND 0.3 M (1.0 FT) WEST-SOUTHWEST OF A WITNESS
 DD1715'POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED
 DD1715'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1715
 DD1715                          STATION RECOVERY (1999)
 DD1715
 DD1715'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD1715'RECOVERED IN GOOD CONDITION.
 DD1715
 DD1715                          STATION RECOVERY (2004)
 DD1715
 DD1715'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1715'RECOVERED IN GOOD CONDITION.
 DD1715
 DD1715                          STATION RECOVERY (2005)
 DD1715
 DD1715'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1846 ***********************************************************************
 DD1846  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1846  DESIGNATION -  866 0275 D TIDAL
 DD1846  PID         -  DD1846
 DD1846  STATE/COUNTY-  SC/HORRY
 DD1846  USGS QUAD   -  CONWAY (1980)
 DD1846
 DD1846                         *CURRENT SURVEY CONTROL
 DD1846  ___________________________________________________________________
 DD1846* NAD 83(1986)-  33 50 10.     (N)    079 02 26.     (W)     SCALED    
 DD1846* NAVD 88     -         1.212  (meters)       3.98   (feet)  ADJUSTED  
 DD1846  ___________________________________________________________________
 DD1846  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD1846  DYNAMIC HT  -           1.211 (meters)       3.97  (feet)  COMP
 DD1846  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 DD1846
 DD1846  VERT ORDER  -  FIRST     CLASS II
 DD1846
 DD1846.The horizontal coordinates were scaled from a topographic map and have
 DD1846.an estimated accuracy of +/- 6 seconds.
 DD1846
 DD1846.The orthometric height was determined by differential leveling
 DD1846.and adjusted by the National Geodetic Survey in June 1991..
 DD1846
 DD1846.This Tidal Bench Mark is designated as VM 3702
 DD1846.by the Center for Operational Oceanographic Products and Services.
 DD1846
 DD1846.The geoid height was determined by GEOID03.
 DD1846
 DD1846.The dynamic height is computed by dividing the NAVD 88
 DD1846.geopotential number by the normal gravity value computed on the
 DD1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1846.degrees latitude (g = 980.6199 gals.).
 DD1846
 DD1846.The modeled gravity was interpolated from observed gravity values.
 DD1846
 DD1846;                    North         East    Units  Estimated Accuracy
 DD1846;SPC SC       -   223,820.      790,920.      MT  (+/- 180 meters Scaled)
 DD1846
 DD1846                          SUPERSEDED SURVEY CONTROL
 DD1846
 DD1846  NGVD 29 (03/21/89)    1.516  (m)            4.97   (f) ADJUSTED    1 2
 DD1846
 DD1846.Superseded values are not recommended for survey control.
 DD1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1846.See file dsdata.txt to determine how the superseded data were derived.
 DD1846
 DD1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT813457(NAD 83)
 DD1846_MARKER: DJ = TIDAL STATION DISK
 DD1846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1846_SP_SET: STAINLESS STEEL ROD
 DD1846_STAMPING: 0275 D 1981
 DD1846_MARK LOGO: NOS   
 DD1846_PROJECTION: FLUSH
 DD1846_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1846+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DD1846_ROD/PIPE-DEPTH: 9.10 meters
 DD1846
 DD1846  HISTORY     - Date     Condition        Report By
 DD1846  HISTORY     - 1981     MONUMENTED       NOS
 DD1846  HISTORY     - 1986     GOOD             SCGS
 DD1846  HISTORY     - 19960422 GOOD             SCGS
 DD1846  HISTORY     - 20040808 GOOD             USPSQD
 DD1846  HISTORY     - 20050822 GOOD             USPSQD
 DD1846
 DD1846                          STATION DESCRIPTION
 DD1846
 DD1846'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1846'1.2 KM (0.75 MI) EAST FROM CONWAY.
 DD1846'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1846'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1846'THENCE 0.5 KILOMETER (0.3 MILE) NORTHEASTERLY ALONG STATE HIGHWAY 905
 DD1846'(4TH AVENUE) TO A RAILROAD CROSSING, THENCE 0.2 KILOMETER (0.1 MILE)
 DD1846'SOUTHEAST ALONG A SAND ROAD PARALLELING THE RAILROAD TRACKS TO A PAVED
 DD1846'ROAD, CONTINUE 0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG THE SAND ROAD
 DD1846'TO A RAILROAD BRIDGE, SET NEAR THE NORTH CORNER OF THE BRIDGE, 14.6
 DD1846'METERS (47.9 FEET) EAST OF THE EAST CORNER OF A SMALL BUILDING AT THE
 DD1846'NORTH END OF THE BRIDGE, 14.2 METERS (46.6 FEET) NORTHEAST OF THE
 DD1846'NORTHEAST RAIL, 22.15 METERS (72.7 FEET) WEST SOUTHWEST OF A 49 INCH
 DD1846'CYPRESS TREE, 16.43 METERS (53.9 FEET) EAST NORTHEAST OF THE NORTH
 DD1846'CORNER OF THE BRIDGE, 6.0 METERS (19.7 FEET) NORTHWEST OF THE
 DD1846'APPROXIMATE EDGE OF THE RIVER.
 DD1846'THE MARK IS 0.6 METERS  WSW FROM  A WITNESS POST
 DD1846'THE MARK IS 1.50 M BELOW TRACKS.
 DD1846
 DD1846                          STATION RECOVERY (1996)
 DD1846
 DD1846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1846'STATION IS LOCATED 0.4 MILE (0.6 KM) EAST NORTHEAST OF CONWAY.
 DD1846'OWNERSHIP--RAILROAD RIGHT OF WAY.  TO REACH THE STATION FROM THE
 DD1846'JUNCTION OF U.S. HIGHWAY 501 BUSINESS (MAIN STREET) AND STATE HIGHWAY
 DD1846'905 (FOURTH AVENUE) IN CONWAY, GO NORTHEAST ON HIGHWAY 905 FOR 0.3
 DD1846'MILE (0.5 KM) CROSSING RAILROAD TRACKS TO A SAND ROAD RIGHT, TURN
 DD1846'RIGHT ON THE SAND ROAD FOR 0.15 MILE (0.24 KM) CROSSING PAVED ROAD
 DD1846'(INLET DRIVE) TO THE STATION ON THE LEFT.  STATION IS A DISK ATTACHED
 DD1846'TO A STAINLESS STEEL ROD FLUSH WITH THE GROUND AND 8.0 FEET (2.4 M)
 DD1846'BELOW THE TRACKS, 51.5 FEET (15.7 M) EAST OF THE SOUTH CORNER OF A
 DD1846'SMALL WOOD-SIDED BUILDING, 14.5 FEET (4.4 M) NORTHWEST OF THE EDGE OF
 DD1846'THE WACCAMAW RIVER, 48.5 FEET (14.8 M) NORTHEAST OF THE NORTHEAST
 DD1846'RAIL, 2.2 FEET (0.7 M) WEST NORTHWEST OF A WITNESS POST.
 DD1846
 DD1846                          STATION RECOVERY (2004)
 DD1846
 DD1846'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1846'RECOVERED IN GOOD CONDITION.
 DD1846
 DD1846                          STATION RECOVERY (2005)
 DD1846
 DD1846'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1845 ***********************************************************************
 DD1845  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1845  DESIGNATION -  866 0275 E TIDAL
 DD1845  PID         -  DD1845
 DD1845  STATE/COUNTY-  SC/HORRY
 DD1845  USGS QUAD   -  CONWAY (1980)
 DD1845
 DD1845                         *CURRENT SURVEY CONTROL
 DD1845  ___________________________________________________________________
 DD1845* NAD 83(1986)-  33 50 14.     (N)    079 02 49.     (W)     SCALED    
 DD1845* NAVD 88     -        11.023  (meters)      36.16   (feet)  ADJUSTED  
 DD1845  ___________________________________________________________________
 DD1845  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DD1845  DYNAMIC HT  -          11.012 (meters)      36.13  (feet)  COMP
 DD1845  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 DD1845
 DD1845  VERT ORDER  -  FIRST     CLASS II
 DD1845
 DD1845.The horizontal coordinates were scaled from a topographic map and have
 DD1845.an estimated accuracy of +/- 6 seconds.
 DD1845
 DD1845.The orthometric height was determined by differential leveling
 DD1845.and adjusted by the National Geodetic Survey in September 2000..
 DD1845.No vertical observational check was made to the station.
 DD1845
 DD1845.This Tidal Bench Mark is designated as VM 3703
 DD1845.by the Center for Operational Oceanographic Products and Services.
 DD1845
 DD1845.The geoid height was determined by GEOID03.
 DD1845
 DD1845.The dynamic height is computed by dividing the NAVD 88
 DD1845.geopotential number by the normal gravity value computed on the
 DD1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1845.degrees latitude (g = 980.6199 gals.).
 DD1845
 DD1845.The modeled gravity was interpolated from observed gravity values.
 DD1845
 DD1845;                    North         East    Units  Estimated Accuracy
 DD1845;SPC SC       -   223,930.      790,330.      MT  (+/- 180 meters Scaled)
 DD1845
 DD1845                          SUPERSEDED SURVEY CONTROL
 DD1845
 DD1845  NAVD 88 (06/15/91)   11.021  (m)           36.16   (f) UNKNOWN     1 2
 DD1845  NGVD 29 (03/21/89)   11.325  (m)           37.16   (f) ADJUSTED    1 2
 DD1845
 DD1845.Superseded values are not recommended for survey control.
 DD1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1845.See file dsdata.txt to determine how the superseded data were derived.
 DD1845
 DD1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT807458(NAD 83)
 DD1845_MARKER: DJ = TIDAL STATION DISK
 DD1845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1845_SP_SET: STAINLESS STEEL ROD
 DD1845_STAMPING: 0275 E 1981
 DD1845_MARK LOGO: NOS   
 DD1845_PROJECTION: FLUSH
 DD1845_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1845+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DD1845_ROD/PIPE-DEPTH: 7.92 meters
 DD1845
 DD1845  HISTORY     - Date     Condition        Report By
 DD1845  HISTORY     - 1981     MONUMENTED       NOS
 DD1845  HISTORY     - 1986     GOOD             SCGS
 DD1845  HISTORY     - 19960422 GOOD             SCGS
 DD1845  HISTORY     - 20040808 GOOD             USPSQD
 DD1845  HISTORY     - 20050822 GOOD             USPSQD
 DD1845
 DD1845                          STATION DESCRIPTION
 DD1845
 DD1845'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1845'IN CONWAY.
 DD1845'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1845'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY, SET
 DD1845'NEAR THE SOUTHWEST CORNER OF THE HORRY COUNTY MUSEUM IN THE SOUTHEAST
 DD1845'ANGLE OF 5TH AVENUE, 25.61 METERS (84.0 FEET) SOUTH SOUTHEAST OF THE
 DD1845'APPROXIMATE CENTER OF 5TH AVENUE, 18.6 METERS (61.0 FEET) SOUTH
 DD1845'SOUTHEAST OF A LARGE OAK TREE WITH SIGN (THE WADE HAMPTON OAK),
 DD1845'12.15 METERS (39.9 FEET) EAST NORTHEAST OF THE CENTER LINE OF MAIN
 DD1845'STREET, 2.62 METERS (8.6 FEET) WEST NORTHWEST OF THE NORTHWEST CORNER
 DD1845'OF A BRICK BUILDING ON THE SOUTH SIDE OF THE MUSEUM, 1.41 METERS (4.6
 DD1845'FEET) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE MUSEUM.
 DD1845'THE MARK IS 0.60 M ABOVE HIGHWAY.
 DD1845
 DD1845                          STATION RECOVERY (1996)
 DD1845
 DD1845'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1845'STATION IS LOCATED IN CONWAY.  OWNERSHIP--HORRY COUNTY MUSEUM.  TO
 DD1845'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 BUSINESS (MAIN
 DD1845'STREET) AND STATE HIGHWAY 905 (FOURTH AVENUE) IN CONWAY, GO NORTHWEST
 DD1845'ON HIGHWAY 501 BUSINESS FOR 0.1 MILE (0.2 KM) TO THE STATION NEAR THE
 DD1845'SOUTHWEST CORNER OF THE HORRY COUNTY MUSEUM IN SOUTHEAST ANGLE OF THE
 DD1845'JUNCTION OF FIFTH AVENUE.  STATION IS A DISK ATTACHED TO A STAINLESS
 DD1845'STEEL ROD RECESSED 0.2 FOOT (6.1 CM) AND 2.0 FEET (0.6 M) ABOVE THE
 DD1845'HIGHWAY, 39.5 FEET (12.0 M) EAST NORTHEAST OF THE CENTER OF MAIN
 DD1845'STREET, 4.6 FEET (1.4 M) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF
 DD1845'THE BUILDING, 84.5 FEET (25.8 M) SOUTH SOUTHEAST OF THE CENTER OF
 DD1845'FIFTH AVENUE.
 DD1845
 DD1845                          STATION RECOVERY (2004)
 DD1845
 DD1845'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1845'RECOVERED IN GOOD CONDITION.
 DD1845
 DD1845                          STATION RECOVERY (2005)
 DD1845
 DD1845'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1844 ***********************************************************************
 DD1844  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1844  DESIGNATION -  866 0275 F TIDAL
 DD1844  PID         -  DD1844
 DD1844  STATE/COUNTY-  SC/HORRY
 DD1844  USGS QUAD   -  CONWAY (1980)
 DD1844
 DD1844                         *CURRENT SURVEY CONTROL
 DD1844  ___________________________________________________________________
 DD1844* NAD 83(1986)-  33 50 06.     (N)    079 02 46.     (W)     SCALED    
 DD1844* NAVD 88     -         7.119  (meters)      23.36   (feet)  ADJUSTED  
 DD1844  ___________________________________________________________________
 DD1844  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD1844  DYNAMIC HT  -           7.112 (meters)      23.33  (feet)  COMP
 DD1844  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 DD1844
 DD1844  VERT ORDER  -  FIRST     CLASS II
 DD1844
 DD1844.The horizontal coordinates were scaled from a topographic map and have
 DD1844.an estimated accuracy of +/- 6 seconds.
 DD1844
 DD1844.The orthometric height was determined by differential leveling
 DD1844.and adjusted by the National Geodetic Survey in June 1991..
 DD1844
 DD1844.This Tidal Bench Mark is designated as VM 3704
 DD1844.by the Center for Operational Oceanographic Products and Services.
 DD1844
 DD1844.The geoid height was determined by GEOID03.
 DD1844
 DD1844.The dynamic height is computed by dividing the NAVD 88
 DD1844.geopotential number by the normal gravity value computed on the
 DD1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1844.degrees latitude (g = 980.6199 gals.).
 DD1844
 DD1844.The modeled gravity was interpolated from observed gravity values.
 DD1844
 DD1844;                    North         East    Units  Estimated Accuracy
 DD1844;SPC SC       -   223,690.      790,410.      MT  (+/- 180 meters Scaled)
 DD1844
 DD1844                          SUPERSEDED SURVEY CONTROL
 DD1844
 DD1844  NGVD 29 (03/21/89)    7.424  (m)           24.36   (f) ADJUSTED    1 2
 DD1844
 DD1844.Superseded values are not recommended for survey control.
 DD1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1844.See file dsdata.txt to determine how the superseded data were derived.
 DD1844
 DD1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT807455(NAD 83)
 DD1844_MARKER: DJ = TIDAL STATION DISK
 DD1844_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1844_SP_SET: STAINLESS STEEL ROD
 DD1844_STAMPING: 0275 F 1981
 DD1844_MARK LOGO: NOS   
 DD1844_PROJECTION: FLUSH
 DD1844_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1844+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DD1844_ROD/PIPE-DEPTH: 5.18 meters
 DD1844
 DD1844  HISTORY     - Date     Condition        Report By
 DD1844  HISTORY     - 1981     MONUMENTED       NOS
 DD1844  HISTORY     - 1986     GOOD             SCGS
 DD1844  HISTORY     - 19960422 GOOD             SCGS
 DD1844  HISTORY     - 20040808 GOOD             USPSQD
 DD1844  HISTORY     - 20050822 GOOD             USPSQD
 DD1844
 DD1844                          STATION DESCRIPTION
 DD1844
 DD1844'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1844'IN CONWAY.
 DD1844'SET NEAR THE NORTHEAST CORNER OF THE CONWAY CITY HALL AT THE
 DD1844'INTERSECTION OF U.S. HIGHWAY 501 BUSINESS (MAIN STREET) AND 3RD AVENUE
 DD1844'IN CONWAY, 14.82 METERS (48.6 FEET) WEST SOUTHWEST OF THE CENTER LINE
 DD1844'OF MAIN STREET, 13.69 METERS (44.9 FEET) SOUTH SOUTHEAST OF THE CENTER
 DD1844'LINE OF 3RD AVENUE, 3.48 METERS (11.4 FEET) NORTH NORTHEAST OF THE
 DD1844'NORTHEAST CORNER OF THE CITY HALL, 4.95 METERS (16.2 FEET) SOUTHWEST
 DD1844'OF THE SOUTHWEST CORNER OF A 15 FOOT HIGH CLOCK IN THE SOUTHWEST ANGLE
 DD1844'OF THE INTERSECTION, 2.14 METERS (7.0 FEET) SOUTH SOUTHWEST OF A FLAG
 DD1844'POLE.
 DD1844'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1844
 DD1844                          STATION RECOVERY (1996)
 DD1844
 DD1844'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1844'STATION IS LOCATED IN CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1844'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DD1844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 BUSINESS
 DD1844'(MAIN STREET) AND STATE HIGHWAY 905 (FOURTH AVENUE) IN CONWAY, GO
 DD1844'SOUTHEAST ON HIGHWAY 501 BUSINESS FOR 0.1 MILE (0.2 KM) TO THE STATION
 DD1844'NEAR THE NORTHEAST CORNER OF THE CITY HALL BUILDING IN THE SOUTHWEST
 DD1844'ANGLE OF THE JUNCTION OF 3RD AVENUE. STATION IS A DISK ATTACHED TO A
 DD1844'STAINLESS STEEL ROD RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM)
 DD1844'ABOVE THE ROADS, 7.0 FEET (2.1 M) SOUTH OF A FLAG POLE, 44.5 FEET
 DD1844'(13.6 M) SOUTH SOUTHEAST OF THE CENTER OF 3RD AVENUE, 49.0 FEET (14.9
 DD1844'M) WEST SOUTHWEST OF THE CENTER OF THE HIGHWAY, 11.8 FEET (3.6 M)
 DD1844'NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.
 DD1844
 DD1844                          STATION RECOVERY (2004)
 DD1844
 DD1844'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1844'RECOVERED IN GOOD CONDITION.
 DD1844
 DD1844                          STATION RECOVERY (2005)
 DD1844
 DD1844'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0682 ***********************************************************************
 DD0682  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0682  DESIGNATION -  866 0275 TIDAL 2
 DD0682  PID         -  DD0682
 DD0682  STATE/COUNTY-  SC/HORRY
 DD0682  USGS QUAD   -  CONWAY (1980)
 DD0682
 DD0682                         *CURRENT SURVEY CONTROL
 DD0682  ___________________________________________________________________
 DD0682* NAD 83(1986)-  33 50 07.     (N)    079 02 22.     (W)     SCALED    
 DD0682* NAVD 88     -         2.142  (meters)       7.03   (feet)  ADJUSTED  
 DD0682  ___________________________________________________________________
 DD0682  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DD0682  DYNAMIC HT  -           2.140 (meters)       7.02  (feet)  COMP
 DD0682  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 DD0682
 DD0682  VERT ORDER  -  FIRST     CLASS I
 DD0682
 DD0682.The horizontal coordinates were scaled from a topographic map and have
 DD0682.an estimated accuracy of +/- 6 seconds.
 DD0682
 DD0682.The orthometric height was determined by differential leveling
 DD0682.and adjusted by the National Geodetic Survey in June 1991..
 DD0682
 DD0682.This Tidal Bench Mark is designated as VM 3698
 DD0682.by the Center for Operational Oceanographic Products and Services.
 DD0682
 DD0682.The geoid height was determined by GEOID03.
 DD0682
 DD0682.The dynamic height is computed by dividing the NAVD 88
 DD0682.geopotential number by the normal gravity value computed on the
 DD0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0682.degrees latitude (g = 980.6199 gals.).
 DD0682
 DD0682.The modeled gravity was interpolated from observed gravity values.
 DD0682
 DD0682;                    North         East    Units  Estimated Accuracy
 DD0682;SPC SC       -   223,730.      791,030.      MT  (+/- 180 meters Scaled)
 DD0682
 DD0682                          SUPERSEDED SURVEY CONTROL
 DD0682
 DD0682  NGVD 29 (03/21/89)    2.447  (m)            8.03   (f) ADJUSTED    1 1
 DD0682
 DD0682.Superseded values are not recommended for survey control.
 DD0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0682.See file dsdata.txt to determine how the superseded data were derived.
 DD0682
 DD0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT814456(NAD 83)
 DD0682_MARKER: DB = BENCH MARK DISK
 DD0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0682_SP_SET: CONCRETE POST
 DD0682_STAMPING: NO. 2 1935
 DD0682_MARK LOGO: CGS   
 DD0682_PROJECTION: PROJECTING 7 CENTIMETERS
 DD0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0682+STABILITY: SURFACE MOTION
 DD0682
 DD0682  HISTORY     - Date     Condition        Report By
 DD0682  HISTORY     - 1935     MONUMENTED       CGS
 DD0682  HISTORY     - 1986     GOOD             SCGS
 DD0682
 DD0682                          STATION DESCRIPTION
 DD0682
 DD0682'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0682'1.3 KM (0.8 MI) EAST FROM CONWAY.
 DD0682'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KILOMETER
 DD0682'(0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN STREET)
 DD0682'FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.5
 DD0682'KILOMETER (0.3 MILE) NORTHEASTERLY ALONG STATE HIGHWAY 905 (4TH
 DD0682'AVENUE) TO A RAILROAD CROSSING, THENCE 0.2 KILOMETER (0.1 MILE)
 DD0682'SOUTHEAST ALONG A SAND ROAD PARALLELING THE RAILROAD TRACKS TO A PAVED
 DD0682'ROAD, CONTINUE 0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG THE SAND ROAD
 DD0682'TO A RAILROAD BRIDGE, FROM THIS POINT CROSS BRIDGE BY FOOT, SET NEAR A
 DD0682'BLAZED PINE TREE APPROXIMATELY 170 FEET NORTHEAST OF THE RAIL
 DD0682'ROADTRACKS, 39.8 METERS (130.6 FEET) SOUTHWEST OF THE SOUTHWEST END OF
 DD0682'AN OLD CONCRETE ABUTMENT AND TIDAL BENCH MARK 866 0275 TIDAL 3, 5.0
 DD0682'METERS (16.4 FEET) SOUTHEAST OF THE APPROXIMATE EDGE OF THE RIVER,
 DD0682'4.1 METERS (13.5 FEET) SOUTH SOUTHEAST OF A 40 INCH PINE TREE AT THE
 DD0682'EDGE OF THE RIVER, 5.55 METERS (18.2 FEET) NORTH NORTHWEST OF THE
 DD0682'BLAZED PINE TREE.
 DD0682'THE MARK IS 0.25 METERS  NW FROM  A WITNESS POST
 DD0682'THE MARK IS 0.60 M ABOVE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0683 ***********************************************************************
 DD0683  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0683  DESIGNATION -  866 0275 TIDAL 3
 DD0683  PID         -  DD0683
 DD0683  STATE/COUNTY-  SC/HORRY
 DD0683  USGS QUAD   -  CONWAY (1980)
 DD0683
 DD0683                         *CURRENT SURVEY CONTROL
 DD0683  ___________________________________________________________________
 DD0683* NAD 83(1986)-  33 50 10.     (N)    079 02 23.     (W)     SCALED    
 DD0683* NAVD 88     -         3.360  (meters)      11.02   (feet)  ADJUSTED  
 DD0683  ___________________________________________________________________
 DD0683  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DD0683  DYNAMIC HT  -           3.357 (meters)      11.01  (feet)  COMP
 DD0683  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 DD0683
 DD0683  VERT ORDER  -  FIRST     CLASS I
 DD0683
 DD0683.The horizontal coordinates were scaled from a topographic map and have
 DD0683.an estimated accuracy of +/- 6 seconds.
 DD0683
 DD0683.The orthometric height was determined by differential leveling
 DD0683.and adjusted by the National Geodetic Survey in June 1991..
 DD0683
 DD0683.This Tidal Bench Mark is designated as VM 3699
 DD0683.by the Center for Operational Oceanographic Products and Services.
 DD0683
 DD0683.The geoid height was determined by GEOID03.
 DD0683
 DD0683.The dynamic height is computed by dividing the NAVD 88
 DD0683.geopotential number by the normal gravity value computed on the
 DD0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0683.degrees latitude (g = 980.6199 gals.).
 DD0683
 DD0683.The modeled gravity was interpolated from observed gravity values.
 DD0683
 DD0683;                    North         East    Units  Estimated Accuracy
 DD0683;SPC SC       -   223,820.      791,000.      MT  (+/- 180 meters Scaled)
 DD0683
 DD0683                          SUPERSEDED SURVEY CONTROL
 DD0683
 DD0683  NGVD 29 (03/21/89)    3.665  (m)           12.02   (f) ADJUSTED    1 1
 DD0683
 DD0683.Superseded values are not recommended for survey control.
 DD0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0683.See file dsdata.txt to determine how the superseded data were derived.
 DD0683
 DD0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT813457(NAD 83)
 DD0683_MARKER: DB = BENCH MARK DISK
 DD0683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD0683_SP_SET: ABUTMENT OF BRIDGE
 DD0683_STAMPING: NO. 3 1935
 DD0683_MARK LOGO: CGS   
 DD0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0683+STABILITY: SURFACE MOTION
 DD0683
 DD0683  HISTORY     - Date     Condition        Report By
 DD0683  HISTORY     - 1935     MONUMENTED       CGS
 DD0683  HISTORY     - 1986     GOOD             SCGS
 DD0683
 DD0683                          STATION DESCRIPTION
 DD0683
 DD0683'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0683'1.3 KM (0.8 MI) EAST FROM CONWAY.
 DD0683'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KILOMETER
 DD0683'(0.1 MILE) NORTHWEST ALONG U.S. HIGHWAY 501 BUSINESS (MAIN STREET)
 DD0683'FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY, THENCE 0.5
 DD0683'KILOMETER (0.3 MILE) NORTHEASTERLY ALONG STATE HIGHWAY 905 (4TH
 DD0683'AVENUE) TO A RAILROAD CROSSING, THENCE 0.2 KILOMETER (0.1 MILE)
 DD0683'SOUTHEAST ALONG A SAND ROAD PARALLELING THE TRACKS TO A PAVED ROAD,
 DD0683'CONTINUE 0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG THE SAND ROAD TO A
 DD0683'RAILROAD BRIDGE, FROM THIS POINT CROSS BRIDGE BY FOOT, SET IN THE
 DD0683'SOUTHWEST END OF AN OLD CONCRETE ABUTMENT FOR A BRIDGE (BRIDGE IS
 DD0683'GONE) APPROXIMATELY 300 FEET NORTHEAST OF THE RAILROAD TRACKS.
 DD0683'THE MARK IS 0.22 METERS  SSE FROM  A WITNESS POST
 DD0683'THE MARK IS 1.5 M ABOVE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1913 ***********************************************************************
 DD1913  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1913  DESIGNATION -  866 0315 A TIDAL
 DD1913  PID         -  DD1913
 DD1913  STATE/COUNTY-  SC/HORRY
 DD1913  USGS QUAD   -  NIXONVILLE (1984)
 DD1913
 DD1913                         *CURRENT SURVEY CONTROL
 DD1913  ___________________________________________________________________
 DD1913* NAD 83(1986)-  33 49 44.     (N)    078 57 10.     (W)     SCALED    
 DD1913* NAVD 88     -        11.934  (meters)      39.15   (feet)  ADJUSTED  
 DD1913  ___________________________________________________________________
 DD1913  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DD1913  DYNAMIC HT  -          11.922 (meters)      39.11  (feet)  COMP
 DD1913  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 DD1913
 DD1913  VERT ORDER  -  FIRST     CLASS II
 DD1913
 DD1913.The horizontal coordinates were scaled from a topographic map and have
 DD1913.an estimated accuracy of +/- 6 seconds.
 DD1913
 DD1913.The orthometric height was determined by differential leveling
 DD1913.and adjusted by the National Geodetic Survey in June 1991..
 DD1913
 DD1913.This Tidal Bench Mark is designated as VM 3705
 DD1913.by the Center for Operational Oceanographic Products and Services.
 DD1913
 DD1913.The geoid height was determined by GEOID03.
 DD1913
 DD1913.The dynamic height is computed by dividing the NAVD 88
 DD1913.geopotential number by the normal gravity value computed on the
 DD1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1913.degrees latitude (g = 980.6199 gals.).
 DD1913
 DD1913.The modeled gravity was interpolated from observed gravity values.
 DD1913
 DD1913;                    North         East    Units  Estimated Accuracy
 DD1913;SPC SC       -   223,180.      799,060.      MT  (+/- 180 meters Scaled)
 DD1913
 DD1913                          SUPERSEDED SURVEY CONTROL
 DD1913
 DD1913  NGVD 29 (03/21/89)   12.248  (m)           40.18   (f) ADJUSTED    1 2
 DD1913
 DD1913.Superseded values are not recommended for survey control.
 DD1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1913.See file dsdata.txt to determine how the superseded data were derived.
 DD1913
 DD1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT894450(NAD 83)
 DD1913_MARKER: DJ = TIDAL STATION DISK
 DD1913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1913_SP_SET: STAINLESS STEEL ROD
 DD1913_STAMPING: 0315 A 1981
 DD1913_MARK LOGO: NOS   
 DD1913_PROJECTION: FLUSH
 DD1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1913_ROD/PIPE-DEPTH: 13.7 meters
 DD1913
 DD1913  HISTORY     - Date     Condition        Report By
 DD1913  HISTORY     - 1981     MONUMENTED       NOS
 DD1913  HISTORY     - 1986     GOOD             SCGS
 DD1913
 DD1913                          STATION DESCRIPTION
 DD1913
 DD1913'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1913'9.3 KM (5.8 MI) EAST FROM CONWAY.
 DD1913'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1913'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1913'THENCE 6.2 KILOMETERS (3.85 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1913'THENCE 0.3 KILOMETER (0.2 MILE) NORTH NORTHEAST ALONG STATE ROAD
 DD1913'S-26-901, THENCE 0.5 KILOMETER (0.3 MILE) EASTERLY ALONG A SAND ROAD,
 DD1913'THENCE 0.55 KILOMETER (0.35 MILE) NORTH NORTHEAST ALONG A SAND ROAD TO
 DD1913'A Y-JUNCTION AND TWO SIX FOOT HIGH BRICK PILLARS, CONTINUE 0.3
 DD1913'KILOMETER (0.2 MILE) NORTH NORTHEAST ALONG A SAND ROAD THROUGH THE
 DD1913'PILLARS, THENCE 0.2 KILOMETER (0.1 MILE) SOUTH ALONG A SAND ROAD, SET
 DD1913'NEAR A POWER POLE WITH A YARD LIGHT ON THE NORTHWEST SIDE OF A SMALL
 DD1913'ONE STORY WOOD AND BRICK HOUSE, 56.4 METERS (185.0 FEET) EAST
 DD1913'NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD, 19.0 METERS (62.3
 DD1913'FEET) EAST SOUTHEAST OF THE SOUTH CORNER OF A ONE STORY TAN BRICK
 DD1913'HOUSE, 12.42 METERS (40.8 FEET) WEST NORTHWEST OF THE NORTH CORNER OF
 DD1913'THE HOUSE, 0.79 METER (2.6 FEET) SOUTH SOUTHWEST OF THE POWER POLE.
 DD1913'THE MARK IS ABOVE LEVEL WITH YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1914 ***********************************************************************
 DD1914  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1914  DESIGNATION -  866 0315 B TIDAL
 DD1914  PID         -  DD1914
 DD1914  STATE/COUNTY-  SC/HORRY
 DD1914  USGS QUAD   -  NIXONVILLE (1984)
 DD1914
 DD1914                         *CURRENT SURVEY CONTROL
 DD1914  ___________________________________________________________________
 DD1914* NAD 83(1986)-  33 49 43.     (N)    078 57 09.     (W)     SCALED    
 DD1914* NAVD 88     -        12.417  (meters)      40.74   (feet)  ADJUSTED  
 DD1914  ___________________________________________________________________
 DD1914  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DD1914  DYNAMIC HT  -          12.405 (meters)      40.70  (feet)  COMP
 DD1914  MODELED GRAV-     979,644.3   (mgal)                       NAVD 88
 DD1914
 DD1914  VERT ORDER  -  FIRST     CLASS II
 DD1914
 DD1914.The horizontal coordinates were scaled from a topographic map and have
 DD1914.an estimated accuracy of +/- 6 seconds.
 DD1914
 DD1914.The orthometric height was determined by differential leveling
 DD1914.and adjusted by the National Geodetic Survey in June 1991..
 DD1914
 DD1914.This Tidal Bench Mark is designated as VM 3706
 DD1914.by the Center for Operational Oceanographic Products and Services.
 DD1914
 DD1914.The geoid height was determined by GEOID03.
 DD1914
 DD1914.The dynamic height is computed by dividing the NAVD 88
 DD1914.geopotential number by the normal gravity value computed on the
 DD1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1914.degrees latitude (g = 980.6199 gals.).
 DD1914
 DD1914.The modeled gravity was interpolated from observed gravity values.
 DD1914
 DD1914;                    North         East    Units  Estimated Accuracy
 DD1914;SPC SC       -   223,150.      799,090.      MT  (+/- 180 meters Scaled)
 DD1914
 DD1914                          SUPERSEDED SURVEY CONTROL
 DD1914
 DD1914  NGVD 29 (03/21/89)   12.731  (m)           41.77   (f) ADJUSTED    1 2
 DD1914
 DD1914.Superseded values are not recommended for survey control.
 DD1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1914.See file dsdata.txt to determine how the superseded data were derived.
 DD1914
 DD1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT894450(NAD 83)
 DD1914_MARKER: DJ = TIDAL STATION DISK
 DD1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1914_SP_SET: CONCRETE POST
 DD1914_STAMPING: 0315 B 1981
 DD1914_MARK LOGO: NOS   
 DD1914_PROJECTION: FLUSH
 DD1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1914+STABILITY: SURFACE MOTION
 DD1914
 DD1914  HISTORY     - Date     Condition        Report By
 DD1914  HISTORY     - 1981     MONUMENTED       NOS
 DD1914  HISTORY     - 1986     GOOD             SCGS
 DD1914
 DD1914                          STATION DESCRIPTION
 DD1914
 DD1914'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1914'9.3 KM (5.8 MI) EAST FROM CONWAY.
 DD1914'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1914'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1914'THENCE 6.2 KILOMETERS (3.85 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1914'THENCE 0.3 KILOMETER (0.2 MILE) NORTH NORTHEAST ALONG STATE ROAD
 DD1914'S-26-901, THENCE 0.5 KILOMETER (0.3 MILE) EASTERLY ALONG A SAND ROAD,
 DD1914'THENCE 0.55 KILOMETER (0.35 MILE) NORTH NORTHEAST ALONG A SAND ROAD TO
 DD1914'A Y-JUNCTION AND TWO SIX FOOT HIGH BRICK PILLARS, CONTINUE 0.3
 DD1914'KILOMETER (0.2 MILE) NORTH NORTHEAST ALONG A SAND ROAD THROUGH THE
 DD1914'PILLARS, THENCE 0.2 KILOMETER (0.1 MILE) SOUTH ALONG A SAND ROAD, SET
 DD1914'IN THE NORTH ANGLE OF A GRASS DRIVE LEADING TO A SMALL ONE STORY WOOD
 DD1914'AND BRICK HOUSE, 47.6 METERS (156.2 FEET) WEST SOUTHWEST OF THE SOUTH
 DD1914'CORNER OF THE HOUSE, 14.95 METERS (49.1 FEET) SOUTH SOUTHWEST OF A
 DD1914'LONE MAGNOLIA TREE, 9.4 METERS (30.8 FEET) EAST NORTHEAST OF THE
 DD1914'APPROXIMATE CENTER OF THE ROAD, 2.3 METERS (7.6 FEET) NORTH NORTHWEST
 DD1914'OF THE APPROXIMATE CENTER OF THE DRIVE.
 DD1914'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1911 ***********************************************************************
 DD1911  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1911  DESIGNATION -  866 0315 C TIDAL
 DD1911  PID         -  DD1911
 DD1911  STATE/COUNTY-  SC/HORRY
 DD1911  USGS QUAD   -  NIXONVILLE (1984)
 DD1911
 DD1911                         *CURRENT SURVEY CONTROL
 DD1911  ___________________________________________________________________
 DD1911* NAD 83(1986)-  33 49 46.     (N)    078 57 13.     (W)     SCALED    
 DD1911* NAVD 88     -        12.273  (meters)      40.27   (feet)  ADJUSTED  
 DD1911  ___________________________________________________________________
 DD1911  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DD1911  DYNAMIC HT  -          12.260 (meters)      40.22  (feet)  COMP
 DD1911  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 DD1911
 DD1911  VERT ORDER  -  FIRST     CLASS II
 DD1911
 DD1911.The horizontal coordinates were scaled from a topographic map and have
 DD1911.an estimated accuracy of +/- 6 seconds.
 DD1911
 DD1911.The orthometric height was determined by differential leveling
 DD1911.and adjusted by the National Geodetic Survey in June 1991..
 DD1911
 DD1911.This Tidal Bench Mark is designated as VM 3707
 DD1911.by the Center for Operational Oceanographic Products and Services.
 DD1911
 DD1911.The geoid height was determined by GEOID03.
 DD1911
 DD1911.The dynamic height is computed by dividing the NAVD 88
 DD1911.geopotential number by the normal gravity value computed on the
 DD1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1911.degrees latitude (g = 980.6199 gals.).
 DD1911
 DD1911.The modeled gravity was interpolated from observed gravity values.
 DD1911
 DD1911;                    North         East    Units  Estimated Accuracy
 DD1911;SPC SC       -   223,240.      798,980.      MT  (+/- 180 meters Scaled)
 DD1911
 DD1911                          SUPERSEDED SURVEY CONTROL
 DD1911
 DD1911  NGVD 29 (03/21/89)   12.586  (m)           41.29   (f) ADJUSTED    1 2
 DD1911
 DD1911.Superseded values are not recommended for survey control.
 DD1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1911.See file dsdata.txt to determine how the superseded data were derived.
 DD1911
 DD1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT893451(NAD 83)
 DD1911_MARKER: DJ = TIDAL STATION DISK
 DD1911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1911_SP_SET: STAINLESS STEEL ROD
 DD1911_STAMPING: 0315 C 1981
 DD1911_MARK LOGO: NOS   
 DD1911_PROJECTION: FLUSH
 DD1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1911_ROD/PIPE-DEPTH: 8.84 meters
 DD1911
 DD1911  HISTORY     - Date     Condition        Report By
 DD1911  HISTORY     - 1981     MONUMENTED       NOS
 DD1911  HISTORY     - 1986     GOOD             SCGS
 DD1911
 DD1911                          STATION DESCRIPTION
 DD1911
 DD1911'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1911'9.3 KM (5.8 MI) EAST FROM CONWAY.
 DD1911'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1911'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,THENCE
 DD1911'6.2 KILOMETERS (3.85 MILES) EASTERLY ALONG STATE HIGHWAY 90, THENCE
 DD1911'0.3 KILOMETER (O.2 MILE) NORTH NORTHEAST ALONG STATE ROAD
 DD1911'S-26-901,THENCE 0.5 KILOMETER (0.3 MILE) EASTERLY ALONG A SAND ROAD,
 DD1911'THENCE 0.55 KILOMETER (0.35 MILE) NORTH NORTHEAST ALONG A SAND ROAD TO
 DD1911'A Y-JUNCTION AND TWO SIX FOOT HIGH BRICK PILLARS, CONTINUE 0.3
 DD1911'KILOMETER (0.2 MILE) NORTH NORTHEAST ALONG A SAND ROAD THROUGH THE
 DD1911'PILLARS, SET NEAR A FOUR FOOT HIGH BRICK PILLAR IN THE WEST CORNER OF
 DD1911'THE YARD OF A ONE STORY TAN BRICK HOUSE, 17.0 METERS (55.8 FEET) NORTH
 DD1911'NORTHWEST OF THE APPROXIMATE CENTER OF A SAND DRIVE LEADING TO THE
 DD1911'HOUSE, 43.1 METERS (141.4 FEET) WEST OF THE WEST CORNER OF THE HOUSE,
 DD1911'1.17 METERS (3.8 FEET) SOUTHWEST OF THE WEST CORNER OF THE PILLAR,
 DD1911'6.7 METERS (22.0 FEET) EAST NORTHEAST OF THE APPROXIMATE CENTER OF A
 DD1911'NORTH/SOUTH SAND ROAD, 8.0 METERS (26.2 FEET) SOUTH SOUTHEAST OF THE
 DD1911'APPROXIMATE EXTENDED CENTER OF THE SAND ROAD, 1.18 METER (3.9 FEET)
 DD1911'EAST NORTHEAST OF A POWER POLE.
 DD1911'THE MARK IS 1.2 METERS  SSW FROM  A WITNESS POST
 DD1911'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1912 ***********************************************************************
 DD1912  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1912  DESIGNATION -  866 0315 E TIDAL
 DD1912  PID         -  DD1912
 DD1912  STATE/COUNTY-  SC/HORRY
 DD1912  USGS QUAD   -  NIXONVILLE (1984)
 DD1912
 DD1912                         *CURRENT SURVEY CONTROL
 DD1912  ___________________________________________________________________
 DD1912* NAD 83(1986)-  33 49 48.     (N)    078 57 14.     (W)     SCALED    
 DD1912* NAVD 88     -        12.711  (meters)      41.70   (feet)  ADJUSTED  
 DD1912  ___________________________________________________________________
 DD1912  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DD1912  DYNAMIC HT  -          12.698 (meters)      41.66  (feet)  COMP
 DD1912  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 DD1912
 DD1912  VERT ORDER  -  FIRST     CLASS II
 DD1912
 DD1912.The horizontal coordinates were scaled from a topographic map and have
 DD1912.an estimated accuracy of +/- 6 seconds.
 DD1912
 DD1912.The orthometric height was determined by differential leveling
 DD1912.and adjusted by the National Geodetic Survey in June 1991..
 DD1912
 DD1912.This Tidal Bench Mark is designated as VM 3708
 DD1912.by the Center for Operational Oceanographic Products and Services.
 DD1912
 DD1912.The geoid height was determined by GEOID03.
 DD1912
 DD1912.The dynamic height is computed by dividing the NAVD 88
 DD1912.geopotential number by the normal gravity value computed on the
 DD1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1912.degrees latitude (g = 980.6199 gals.).
 DD1912
 DD1912.The modeled gravity was interpolated from observed gravity values.
 DD1912
 DD1912;                    North         East    Units  Estimated Accuracy
 DD1912;SPC SC       -   223,300.      798,960.      MT  (+/- 180 meters Scaled)
 DD1912
 DD1912                          SUPERSEDED SURVEY CONTROL
 DD1912
 DD1912  NGVD 29 (03/21/89)   13.025  (m)           42.73   (f) ADJUSTED    1 2
 DD1912
 DD1912.Superseded values are not recommended for survey control.
 DD1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1912.See file dsdata.txt to determine how the superseded data were derived.
 DD1912
 DD1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT893451(NAD 83)
 DD1912_MARKER: DJ = TIDAL STATION DISK
 DD1912_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD1912_SP_SET: GALVANIZED STEEL ROD
 DD1912_STAMPING: 0315 E 1981
 DD1912_MARK LOGO: NOS   
 DD1912_PROJECTION: FLUSH
 DD1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1912_ROD/PIPE-DEPTH: 10.7 meters
 DD1912
 DD1912  HISTORY     - Date     Condition        Report By
 DD1912  HISTORY     - 1981     MONUMENTED       NOS
 DD1912  HISTORY     - 1986     GOOD             SCGS
 DD1912
 DD1912                          STATION DESCRIPTION
 DD1912
 DD1912'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1912'9.3 KM (5.8 MI) EAST FROM CONWAY.
 DD1912'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 501 BUSINESS
 DD1912'(MAIN STREET) FROM THE CONWAY CITY HALL AT 3RD AVENUE IN CONWAY,
 DD1912'THENCE 6.2 KILOMETERS (3.85 MILES) EASTERLY ALONG STATE HIGHWAY 90,
 DD1912'THENCE 0.3 KILOMETER (0.2 MILE) NORTH NORTHEAST ALONG STATE ROAD
 DD1912'S-26-901, THENCE 0.5 KILOMETER (0.3 MILE) EASTERLY ALONG A SAND ROAD,
 DD1912'THENCE 0.55 KILOMETER (O.35 MILE) NORTH NORTHEAST ALONG A SAND ROAD TO
 DD1912'A Y-JUNCTION AND TWO SIX FOOT HIGH BRICK PILLARS, CONTINUE 0.3
 DD1912'KILOMETER (0.2 MILE) NORTH NORTHEAST  ALONG A SAND ROAD THROUGH THE
 DD1912'PILLARS, SET NEAR A POWER POLE IN THE SOUTH CORNER OF THE YARD OF A
 DD1912'ONE STORY WOODEN HOUSE, 51.7 METERS (169.6 FEET) SOUTH SOUTHWEST OF
 DD1912'THE SOUTH CORNER OF THE HOUSE, 5.55 METERS (18.2 FEET) EAST NORTHEAST
 DD1912'OF THE APPROXIMATE CENTER OF A NORTH-SOUTH SAND ROAD, 40.7 METERS
 DD1912'(133.5 FEET) SOUTH SOUTHEAST OF A LONE LIVE OAK TREE IN THE CENTER OF
 DD1912'THE NORTH-SOUTH SAND ROAD, 0.64 METER (2.1 FEET) EAST NORTHEAST OF THE
 DD1912'POWER POLE, 54.1 METERS (177.5 FEET) NORTH NORTHWEST OF TIDAL BENCH
 DD1912'MARK 866 0315 C TIDAL.
 DD1912'THE MARK IS 0.68 METERS  ENE FROM  A WITNESS POST
 DD1912'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1690 ***********************************************************************
 DD1690  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1690  DESIGNATION -  866 0401 F TIDAL
 DD1690  PID         -  DD1690
 DD1690  STATE/COUNTY-  SC/HORRY
 DD1690  USGS QUAD   -  WAMPEE (1990)
 DD1690
 DD1690                         *CURRENT SURVEY CONTROL
 DD1690  ___________________________________________________________________
 DD1690* NAD 83(1986)-  33 49 15.     (N)    078 42 41.     (W)     SCALED    
 DD1690* NAVD 88     -         7.517  (meters)      24.66   (feet)  ADJUSTED  
 DD1690  ___________________________________________________________________
 DD1690  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DD1690  DYNAMIC HT  -           7.509 (meters)      24.64  (feet)  COMP
 DD1690  MODELED GRAV-     979,629.3   (mgal)                       NAVD 88
 DD1690
 DD1690  VERT ORDER  -  FIRST     CLASS II
 DD1690
 DD1690.This mark is at Grand Strand Airport (CRE)
 DD1690
 DD1690.The horizontal coordinates were scaled from a topographic map and have
 DD1690.an estimated accuracy of +/- 6 seconds.
 DD1690
 DD1690.The orthometric height was determined by differential leveling
 DD1690.and adjusted by the National Geodetic Survey in June 1991..
 DD1690
 DD1690.This Tidal Bench Mark is designated as VM 3710
 DD1690.by the Center for Operational Oceanographic Products and Services.
 DD1690
 DD1690.The geoid height was determined by GEOID03.
 DD1690
 DD1690.The dynamic height is computed by dividing the NAVD 88
 DD1690.geopotential number by the normal gravity value computed on the
 DD1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1690.degrees latitude (g = 980.6199 gals.).
 DD1690
 DD1690.The modeled gravity was interpolated from observed gravity values.
 DD1690
 DD1690;                    North         East    Units  Estimated Accuracy
 DD1690;SPC SC       -   222,750.      821,420.      MT  (+/- 180 meters Scaled)
 DD1690
 DD1690                          SUPERSEDED SURVEY CONTROL
 DD1690
 DD1690  NGVD 29 (03/21/89)    7.838  (m)           25.72   (f) ADJUSTED    1 2
 DD1690
 DD1690.Superseded values are not recommended for survey control.
 DD1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1690.See file dsdata.txt to determine how the superseded data were derived.
 DD1690
 DD1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT118446(NAD 83)
 DD1690_MARKER: DJ = TIDAL STATION DISK
 DD1690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1690_SP_SET: STAINLESS STEEL ROD
 DD1690_STAMPING: 0401 F 1982
 DD1690_MARK LOGO: NOS   
 DD1690_PROJECTION: FLUSH
 DD1690_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1690+STABILITY: POSITION/ELEVATION WELL
 DD1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1690+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1996
 DD1690_ROD/PIPE-DEPTH: 14.3 meters
 DD1690
 DD1690  HISTORY     - Date     Condition        Report By
 DD1690  HISTORY     - 1982     MONUMENTED       NOS
 DD1690  HISTORY     - 1986     GOOD             SCGS
 DD1690  HISTORY     - 19920717 GOOD             NGS
 DD1690  HISTORY     - 19960305 GOOD             SCGS
 DD1690
 DD1690                          STATION DESCRIPTION
 DD1690
 DD1690'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1690'3.0 KM (1.9 MI) WSW FROM NORTH MYRTLE BEACH.
 DD1690'4.1 KM (2.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1690'OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.7 KM (0.45 MI) NORTH
 DD1690'NORTHWEST ALONG 27TH AVENUE SOUTH TO THE ENTRANCE GATE TO THE
 DD1690'ENVIRONMENTAL PROTECTION AGENCY POLLUTION CONTROL PROJECT AND NEAR
 DD1690'THE NORTHEAST END OF THE NORTH MYRTLE BEACH AIRPORT RUNWAY, CONTINUE
 DD1690'0.9 KM (0.55 MI) NORTH NORTHWEST AND NORTHEAST ALONG THE ENTRANCE
 DD1690'ROAD TO A SHARP CURVE LEFT, CONTINUE 0.25 KM (0.15 MI) NORTH
 DD1690'NORTHWEST ALONG THE ENTRANCE ROAD, SET BETWEEN A SAND ROAD
 DD1690'PARALLELING THE ENTRANCE ROAD, 56.8 METERS (186.35 FT) SOUTHWEST OF
 DD1690'THE CENTER OF THE ENTRANCE ROAD, 96.4 METERS (316.27 FT) WEST OF THE
 DD1690'SOUTHWEST END OF A PIPE CULVERT UNDER THE ENTRANCE ROAD, 11.7 METERS
 DD1690'(38.39 FT) NORTHEAST OF THE CENTER OF THE SAND ROAD, 61.25 METERS
 DD1690'(200.95 FT) NORTH NORTHEAST OF TIDAL BENCH MARK 866 0401 G TIDAL.
 DD1690'THE MARK IS 0.38 METERS  SW FROM A WITNESS POST.
 DD1690
 DD1690                          STATION RECOVERY (1992)
 DD1690
 DD1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1690'4.1 KM (2.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1690'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.7 KM (0.45
 DD1690'MI) NORTHWEST ALONG 27TH AVENUE SOUTH, THENCE 1.1 KM (0.70 MI)
 DD1690'NORTHERLY ALONG A SAND ROAD, 96.4 M (316.3 FT) WEST OF THE SOUTHWEST
 DD1690'END OF A PIPE CULVERT, 61.3 M (201.1 FT) NORTH-NORTHEAST OF BENCH
 DD1690'MARK 866 0401 G TIDAL, 56.8 M (186.4 FT) SOUTHWEST OF THE CENTER OF
 DD1690'THE ROAD, 11.7 M (38.4 FT) NORTHEAST OF THE CENTER OF A SAND ROAD,
 DD1690'0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW
 DD1690'THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC
 DD1690'PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 DD1690
 DD1690                          STATION RECOVERY (1996)
 DD1690
 DD1690'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1690'STATION IS LOCATED 19.5 MILES (31.4 KM) EAST OF CONWAY, 13.7 MILES
 DD1690'(22.0 KM) NORTHEAST OF MYRTLE BEACH.  OWNERSHIP--GRAND STRAND AIRPORT.
 DD1690'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 AND STATE
 DD1690'HIGHWAY 65 (27TH AVENUE SOUTH) IN CRESCENT BEACH, GO NORTH NORTHWEST
 DD1690'ON 27TH AVENUE SOUTH FOR 0.45 MILE (0.72 KM) TO A GATE, OBTAIN
 DD1690'PERMISSION AND PROCEED THROUGH GATE ON A SAND ROAD FOR 0.65 MILE (1.05
 DD1690'KM) TO A SAND ROAD LEADING TO THE GRAND STRAND AIRPORT RUNWAY,
 DD1690'CONTINUE ON SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 DD1690'LEFT , JUST BEFORE REACHING EPA SANITATION SEWAGE PROJECT. STATION IS
 DD1690'A STAINLESS STEEL ROD WITH DISK RECESSED 0.3 FOOT (9.1 CM) AND
 DD1690'SURROUNDED BY A 5-INCH PVC PIPE, 200.8 FEET (61.2 M) NORTHEAST OF
 DD1690'TIDAL BENCH MARK 866 0401 C TIDAL, 238.8 FEET (72.8 M) SOUTH SOUTHEAST
 DD1690'OF THE CHAIN LINK FENCE SURROUNDING THE EPA PROJECT, 1.1 FEET (0.3 M)
 DD1690'WEST SOUTHWEST OF A METAL POST, 182.5 FEET (55.6 M) SOUTHWEST OF THE
 DD1690'CENTER OF THE SAND ROAD, 1.4 FEET (0.4 M) NORTH NORTHWEST OF A WITNESS
 DD1690'POST.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1691 ***********************************************************************
 DD1691  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1691  DESIGNATION -  866 0401 G TIDAL
 DD1691  PID         -  DD1691
 DD1691  STATE/COUNTY-  SC/HORRY
 DD1691  USGS QUAD   -  WAMPEE (1990)
 DD1691
 DD1691                         *CURRENT SURVEY CONTROL
 DD1691  ___________________________________________________________________
 DD1691* NAD 83(1986)-  33 49 14.     (N)    078 42 42.     (W)     SCALED    
 DD1691* NAVD 88     -         7.943  (meters)      26.06   (feet)  ADJUSTED  
 DD1691  ___________________________________________________________________
 DD1691  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DD1691  DYNAMIC HT  -           7.935 (meters)      26.03  (feet)  COMP
 DD1691  MODELED GRAV-     979,629.3   (mgal)                       NAVD 88
 DD1691
 DD1691  VERT ORDER  -  FIRST     CLASS II
 DD1691
 DD1691.The horizontal coordinates were scaled from a topographic map and have
 DD1691.an estimated accuracy of +/- 6 seconds.
 DD1691
 DD1691.The orthometric height was determined by differential leveling
 DD1691.and adjusted by the National Geodetic Survey in June 1991..
 DD1691
 DD1691.This Tidal Bench Mark is designated as VM 3711
 DD1691.by the Center for Operational Oceanographic Products and Services.
 DD1691
 DD1691.The geoid height was determined by GEOID03.
 DD1691
 DD1691.The dynamic height is computed by dividing the NAVD 88
 DD1691.geopotential number by the normal gravity value computed on the
 DD1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1691.degrees latitude (g = 980.6199 gals.).
 DD1691
 DD1691.The modeled gravity was interpolated from observed gravity values.
 DD1691
 DD1691;                    North         East    Units  Estimated Accuracy
 DD1691;SPC SC       -   222,720.      821,390.      MT  (+/- 180 meters Scaled)
 DD1691
 DD1691                          SUPERSEDED SURVEY CONTROL
 DD1691
 DD1691  NGVD 29 (03/21/89)    8.264  (m)           27.11   (f) ADJUSTED    1 2
 DD1691
 DD1691.Superseded values are not recommended for survey control.
 DD1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1691.See file dsdata.txt to determine how the superseded data were derived.
 DD1691
 DD1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT117446(NAD 83)
 DD1691_MARKER: DJ = TIDAL STATION DISK
 DD1691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1691_SP_SET: STAINLESS STEEL ROD
 DD1691_STAMPING: 0401 G 1985
 DD1691_MARK LOGO: NOS   
 DD1691_PROJECTION: FLUSH
 DD1691_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1691+STABILITY: POSITION/ELEVATION WELL
 DD1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1691+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1996
 DD1691_ROD/PIPE-DEPTH: 6.10 meters
 DD1691
 DD1691  HISTORY     - Date     Condition        Report By
 DD1691  HISTORY     - 1985     MONUMENTED       NOS
 DD1691  HISTORY     - 1986     GOOD             SCGS
 DD1691  HISTORY     - 19920717 GOOD             NGS
 DD1691  HISTORY     - 19960305 GOOD             SCGS
 DD1691
 DD1691                          STATION DESCRIPTION
 DD1691
 DD1691'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1691'3.0 KM (1.9 MI) WSW FROM NORTH MYRTLE BEACH.
 DD1691'4.1 KM (2.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1691'OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.7 KM (0.45 MI) NORTH
 DD1691'NORTHWEST ALONG 27TH AVENUE SOUTH TO THE ENTRANCE GATE TO THE
 DD1691'ENVIRONMENTAL PROTECTION AGENCY POLLUTION CONTROL PROJECT AND NEAR
 DD1691'THE NORTHEAST END OF THE NORTH MYRTLE BEACH AIRPORT RUNWAY, CONTINUE
 DD1691'0.9 KM (0.55 MI) NORTH NORTHWEST AND NORTHEAST ALONG THE ENTRANCE
 DD1691'ROAD TO A SHARP CURVE LEFT, CONTINUE 0.25 KM (0.15 MI) NORTH
 DD1691'NORTHWEST ALONG THE ENTRANCE ROAD, SET NEAR A SAND ROAD PARALLELING
 DD1691'THE ENTRANCE ROAD, 44.65 METERS (146.49 FT) SOUTHWEST OF THE CENTER
 DD1691'OF THE SAND ROAD, 19.2 METERS (62.99 FT) SOUTHEAST OF THE CENTER OF A
 DD1691'DITCH, 61.25 METERS (200.95 FT) SOUTH SOUTHWEST OF TIDAL BENCH MARK
 DD1691'866 0401 F TIDAL.
 DD1691'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 DD1691
 DD1691                          STATION RECOVERY (1992)
 DD1691
 DD1691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1691'4.1 KM (2.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1691'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.7 KM (0.45
 DD1691'MI) NORTHWEST ALONG 27TH AVENUE SOUTH, THENCE 1.1 KM (0.70 MI)
 DD1691'NORTHERLY ALONG A SAND ROAD, 61.3 M (201.1 FT) SOUTH-SOUTHWEST OF
 DD1691'BENCH MARK 866 0401 F TIDAL, 44.7 M (146.7 FT) SOUTHWEST OF THE
 DD1691'CENTER OF THE ROAD, 19.2 M (63.0 FT) SOUTHEAST OF THE CENTER OF A
 DD1691'DITCH, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 DD1691'BELOW THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 DD1691'PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 DD1691
 DD1691                          STATION RECOVERY (1996)
 DD1691
 DD1691'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1691'STATION IS LOCATED 19.5 MILES (31.4 KM) EAST OF CONWAY, 13.7 MILES
 DD1691'(22.0 KM) NORTHEAST OF MYRTLE BEACH.  OWNERSHIP--GRAND STRAND AIRPORT.
 DD1691'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 AND STATE
 DD1691'HIGHWAY 65 (27TH AVENUE SOUTH) IN CRESCENT BEACH, GO NORTH NORTHWEST
 DD1691'ON 27TH AVENUE SOUTH FOR 0.45 MILE (0.72 KM) TO A GATE, OBTAIN
 DD1691'PERMISSION AND PROCEED THROUGH GATE ON A SAND ROAD FOR 0.65 MILE (1.05
 DD1691'KM) TO A SAND ROAD LEADING TO THE GRAND STRAND AIRPORT RUNWAY,
 DD1691'CONTINUE ON SAND ROAD FOR 0.05 MILE (0.08 KM) TO A GRASSY FIELD ROAD
 DD1691'LEFT, JUST BEFORE REACHING EPA SANITATION SEWAGE PROJECT, TURN LEFT
 DD1691'THROUGH FIELD FOR 0.05 MILE (0.08 KM) TO THE STATION. STATION IS A
 DD1691'STAINLESS STEEL ROD WITH DISK RECESSED 0.3 FOOT (9.1 CM) AND
 DD1691'SURROUNDED BY A 5-INCH PVC PIPE, 200.8 FEET (61.2 M) SOUTHWEST OF
 DD1691'TIDAL BENCH MARK 866 0418 F TIDAL, 243.4 FEET (74.2 M) WEST NORTHWEST
 DD1691'OF THE NORTHWEST LIGHT IN A ROW OF APPROACH LIGHTS, 278.5 FEET (84.9
 DD1691'M) NORTH NORTHWEST OF THE NORTHWEST LIGHT IN A ROW OF APPROACH LIGHTS,
 DD1691'261.0 FEET (79.6 M) EAST NORTHEAST OF TIDAL BENCH MARK 866 0401 J
 DD1691'TIDAL, 1.0 FOOT (0.3 M) SOUTH SOUTHWEST OF A WITNESS POST. RECOVERED
 DD1691'BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1692 ***********************************************************************
 DD1692  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1692  DESIGNATION -  866 0401 I TIDAL
 DD1692  PID         -  DD1692
 DD1692  STATE/COUNTY-  SC/HORRY
 DD1692  USGS QUAD   -  WAMPEE (1990)
 DD1692
 DD1692                         *CURRENT SURVEY CONTROL
 DD1692  ___________________________________________________________________
 DD1692* NAD 83(1986)-  33 49 13.     (N)    078 42 43.     (W)     SCALED    
 DD1692* NAVD 88     -         7.637  (meters)      25.06   (feet)  ADJUSTED  
 DD1692  ___________________________________________________________________
 DD1692  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DD1692  DYNAMIC HT  -           7.629 (meters)      25.03  (feet)  COMP
 DD1692  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 DD1692
 DD1692  VERT ORDER  -  FIRST     CLASS II
 DD1692
 DD1692.This mark is at Grand Strand Airport (CRE)
 DD1692
 DD1692.The horizontal coordinates were scaled from a topographic map and have
 DD1692.an estimated accuracy of +/- 6 seconds.
 DD1692
 DD1692.The orthometric height was determined by differential leveling
 DD1692.and adjusted by the National Geodetic Survey in June 1991..
 DD1692
 DD1692.This Tidal Bench Mark is designated as VM 3712
 DD1692.by the Center for Operational Oceanographic Products and Services.
 DD1692
 DD1692.The geoid height was determined by GEOID03.
 DD1692
 DD1692.The dynamic height is computed by dividing the NAVD 88
 DD1692.geopotential number by the normal gravity value computed on the
 DD1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1692.degrees latitude (g = 980.6199 gals.).
 DD1692
 DD1692.The modeled gravity was interpolated from observed gravity values.
 DD1692
 DD1692;                    North         East    Units  Estimated Accuracy
 DD1692;SPC SC       -   222,690.      821,370.      MT  (+/- 180 meters Scaled)
 DD1692
 DD1692                          SUPERSEDED SURVEY CONTROL
 DD1692
 DD1692  NGVD 29 (03/21/89)    7.958  (m)           26.11   (f) ADJUSTED    1 2
 DD1692
 DD1692.Superseded values are not recommended for survey control.
 DD1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1692.See file dsdata.txt to determine how the superseded data were derived.
 DD1692
 DD1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT117445(NAD 83)
 DD1692_MARKER: DJ = TIDAL STATION DISK
 DD1692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1692_SP_SET: STAINLESS STEEL ROD
 DD1692_STAMPING: 0401 I 1985
 DD1692_MARK LOGO: NOS   
 DD1692_PROJECTION: FLUSH
 DD1692_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1692+STABILITY: POSITION/ELEVATION WELL
 DD1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1692+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1996
 DD1692_ROD/PIPE-DEPTH: 7.30 meters
 DD1692
 DD1692  HISTORY     - Date     Condition        Report By
 DD1692  HISTORY     - 1985     MONUMENTED       NOS
 DD1692  HISTORY     - 1986     GOOD             SCGS
 DD1692  HISTORY     - 19920717 GOOD             NGS
 DD1692  HISTORY     - 19960305 GOOD             SCGS
 DD1692
 DD1692                          STATION DESCRIPTION
 DD1692
 DD1692'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1692'3.0 KM (1.9 MI) WSW FROM NORTH MYRTLE BEACH.
 DD1692'4.1 KM (2.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1692'OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.7 KM (0.45 MI) NORTH
 DD1692'NORTHWEST ALONG 27TH AVENUE SOUTH TO THE ENTRANCE GATE TO THE
 DD1692'ENVIRONMENTAL PROTECTION AGENCY POLLUTION CONTROL PROJECT AND NEAR
 DD1692'THE NORTHEAST END OF THE NORTH MYRTLE BEACH AIRPORT RUNWAY, CONTINUE
 DD1692'0.9 KM (0.55 MI) NORTH NORTHWEST AND NORTHEAST ALONG THE ENTRANCE
 DD1692'ROAD TO A SHARP CURVE LEFT, CONTINUE 0.25 KM (0.15 MI) NORTH
 DD1692'NORTHWEST ALONG THE ENTRANCE ROAD, THENCE 0.2 KM (0.1 MI) WEST
 DD1692'SOUTHWEST ACROSS A FIELD TOWARDS THE RUNWAY, SET NEAR A WITNESS POST
 DD1692'AND A DITCH, 5.2 METERS (17.06 FT) NORTHWEST OF THE CENTER OF A
 DD1692'DITCH, 79.5 METERS (260.83 FT) WEST SOUTHWEST OF TIDAL BENCH MARK 866
 DD1692'0401 G TIDAL.
 DD1692'THE MARK IS 0.38 METERS  SE FROM A WITNESS POST.
 DD1692
 DD1692                          STATION RECOVERY (1992)
 DD1692
 DD1692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1692'4.1 KM (2.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1692'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.7 KM (0.45
 DD1692'MI) NORTHWEST ALONG 27TH AVENUE SOUTH, THENCE 1.1 KM (0.70 MI)
 DD1692'NORTHERLY ALONG A SAND ROAD, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY
 DD1692'ACROSS A FIELD, 79.5 M (260.8 FT) SOUTHWEST OF BENCH MARK 866 0401 G
 DD1692'TIDAL, 5.2 M (17.1 FT) NORTHWEST OF THE CENTER OF A DITCH, 0.4 M (1.3
 DD1692'FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 DD1692'OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 DD1692'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 DD1692
 DD1692                          STATION RECOVERY (1996)
 DD1692
 DD1692'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1692'STATION IS LOCATED 19.35 MILES (31.14 KM) EAST OF CONWAY, 13.45 MILES
 DD1692'(21.65 KM) NORTHEAST OF MYRTLE BEACH.  OWNERSHIP--GRAND STRAND
 DD1692'AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17
 DD1692'AND STATE HIGHWAY 65 (27TH AVENUE SOUTH) IN CRESCENT BEACH, GO NORTH
 DD1692'NORTHWEST ON 27TH AVENUE SOUTH FOR 0.45 MILE (0.72 KM) TO A GATE,
 DD1692'OBTAIN PERMISSION AND PROCEED THROUGH GATE ON A SAND ROAD FOR 0.65
 DD1692'MILE (1.05 KM) TO A SAND ROAD LEADING TO THE GRAND STRAND AIRPORT
 DD1692'RUNWAY, CONTINUE ON SAND ROAD FOR 0.05 MILE (0.08 KM) TO A GRASSY
 DD1692'FIELD ROAD LEFT, JUST BEFORE REACHING EPA SANITATION SEWAGE PROJECT,
 DD1692'TURN LEFT THROUGH FIELD FOR 0.05 MILE (0.08 KM) TO THE STATION.
 DD1692'STATION IS A STAINLESS STEEL ROD WITH DISK RECESSED 0.3 FOOT (9.1 CM)
 DD1692'AND SURROUNDED BY A 5-INCH PVC PIPE, 251.0 FEET (76.5 M) SOUTH
 DD1692'SOUTHEAST OF THE CHAIN LINK FENCE SURROUNDING THE EPA PROJECT, 317.8
 DD1692'FEET (96.9 M) EAST NORTHEAST OF TIDAL BENCH MARK 866 0401 J TIDAL,
 DD1692'261.0 FEET (79.6 M) WEST SOUTHWEST OF TIDAL BENCH MARK 866 0401 G
 DD1692'TIDAL, 1.2 FEET (0.4 M) SOUTH SOUTHEAST OF A WITNESS POST.  RECOVERED
 DD1692'BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1693 ***********************************************************************
 DD1693  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1693  DESIGNATION -  866 0401 J TIDAL
 DD1693  PID         -  DD1693
 DD1693  STATE/COUNTY-  SC/HORRY
 DD1693  USGS QUAD   -  WAMPEE (1990)
 DD1693
 DD1693                         *CURRENT SURVEY CONTROL
 DD1693  ___________________________________________________________________
 DD1693* NAD 83(1986)-  33 49 12.     (N)    078 42 46.     (W)     SCALED    
 DD1693* NAVD 88     -         7.527  (meters)      24.69   (feet)  ADJUSTED  
 DD1693  ___________________________________________________________________
 DD1693  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DD1693  DYNAMIC HT  -           7.519 (meters)      24.67  (feet)  COMP
 DD1693  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 DD1693
 DD1693  VERT ORDER  -  FIRST     CLASS II
 DD1693
 DD1693.This mark is at Grand Strand Airport (CRE)
 DD1693
 DD1693.The horizontal coordinates were scaled from a topographic map and have
 DD1693.an estimated accuracy of +/- 6 seconds.
 DD1693
 DD1693.The orthometric height was determined by differential leveling
 DD1693.and adjusted by the National Geodetic Survey in June 1991..
 DD1693
 DD1693.This Tidal Bench Mark is designated as VM 3713
 DD1693.by the Center for Operational Oceanographic Products and Services.
 DD1693
 DD1693.The geoid height was determined by GEOID03.
 DD1693
 DD1693.The dynamic height is computed by dividing the NAVD 88
 DD1693.geopotential number by the normal gravity value computed on the
 DD1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1693.degrees latitude (g = 980.6199 gals.).
 DD1693
 DD1693.The modeled gravity was interpolated from observed gravity values.
 DD1693
 DD1693;                    North         East    Units  Estimated Accuracy
 DD1693;SPC SC       -   222,660.      821,290.      MT  (+/- 180 meters Scaled)
 DD1693
 DD1693                          SUPERSEDED SURVEY CONTROL
 DD1693
 DD1693  NGVD 29 (03/21/89)    7.848  (m)           25.75   (f) ADJUSTED    1 2
 DD1693
 DD1693.Superseded values are not recommended for survey control.
 DD1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1693.See file dsdata.txt to determine how the superseded data were derived.
 DD1693
 DD1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT116445(NAD 83)
 DD1693_MARKER: DJ = TIDAL STATION DISK
 DD1693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1693_SP_SET: STAINLESS STEEL ROD
 DD1693_STAMPING: 0401 J 1985
 DD1693_MARK LOGO: NOS   
 DD1693_PROJECTION: FLUSH
 DD1693_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1693+STABILITY: POSITION/ELEVATION WELL
 DD1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1693+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1996
 DD1693_ROD/PIPE-DEPTH: 7.30 meters
 DD1693
 DD1693  HISTORY     - Date     Condition        Report By
 DD1693  HISTORY     - 1985     MONUMENTED       NOS
 DD1693  HISTORY     - 1986     GOOD             SCGS
 DD1693  HISTORY     - 19920717 GOOD             NGS
 DD1693  HISTORY     - 19960305 GOOD             SCGS
 DD1693
 DD1693                          STATION DESCRIPTION
 DD1693
 DD1693'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1693'3.2 KM (2.0 MI) WSW FROM NORTH MYRTLE BEACH.
 DD1693'4.1 KM (2.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1693'OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.7 KM (0.45 MI) NORTH
 DD1693'NORTHWEST ALONG 27TH AVENUE SOUTH TO THE ENTRANCE GATE TO THE
 DD1693'ENVIRONMENTAL PROTECTION AGENCY POLLUTION CONTROL PROJECT AND NEAR
 DD1693'THE NORTHEAST END OF THE NORTH MYRTLE BEACH AIRPORT RUNWAY, CONTINUE
 DD1693'0.9 KM (0.55 MI) NORTH NORTHWEST AND NORTHEAST ALONG THE ENTRANCE
 DD1693'ROAD TO A SHARP CURVE LEFT, CONTINUE 0.25 KM (0.15 MI) NORTH
 DD1693'NORTHWEST ALONG THE ENTRANCE ROAD, THENCE 0.25 KM (0.15 MI) WEST
 DD1693'SOUTHWEST ACROSS A FIELD TOWARDS THE RUNWAY, SET NEAR A WITNESS POST,
 DD1693'120.71 METERS (396.03 FT) NORTH NORTHWEST OF THE NORTH CORNER OF THE
 DD1693'RUNWAY, 96.9 METERS (317.91 FT) WEST SOUTHWEST OF TIDAL BENCH MARK
 DD1693'866 0401 I TIDAL.
 DD1693'THE MARK IS 0.55 METERS  SSE FROM A WITNESS POST.
 DD1693
 DD1693                          STATION RECOVERY (1992)
 DD1693
 DD1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1693'4.1 KM (2.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1693'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.7 KM (0.45
 DD1693'MI) NORTHWEST ALONG 27TH AVENUE SOUTH, THENCE 1.1 KM (0.70 MI)
 DD1693'NORTHERLY ALONG A SAND ROAD, THENCE 0.3 KM (0.20 MI) SOUTHWESTERLY
 DD1693'ACROSS A FIELD, 120.7 M (396.0 FT) NORTH-NORTHWEST OF THE NORTH
 DD1693'CORNER OF A RUNWAY AT THE GRAND STRAND AIRPORT, 96.9 M (317.9 FT)
 DD1693'WEST-SOUTHWEST OF BENCH MARK 866 0401 I TIDAL, 0.6 M (2.0 FT)
 DD1693'SOUTH-SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 DD1693'OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 DD1693'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 DD1693
 DD1693                          STATION RECOVERY (1996)
 DD1693
 DD1693'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1693'STATION IS LOCATED 19.35 MILES (31.14 KM) EAST OF CONWAY, 13.45 MILES
 DD1693'(21.65 KM) NORTHEAST OF MYRTLE BEACH.  OWNERSHIP--GRAND STRAND
 DD1693'AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17
 DD1693'AND STATE HIGHWAY 65 (27TH AVENUE SOUTH) IN CRESCENT BEACH, GO NORTH
 DD1693'NORTHWEST ON 27TH AVENUE SOUTH FOR 0.45 MILE (0.72 KM) TO A GATE,
 DD1693'OBTAIN PERMISSION AND PROCEED THROUGH GATE ON A SAND ROAD FOR 0.65
 DD1693'MILE (1.05 KM) TO A SAND ROAD LEADING TO THE GRAND STRAND AIRPORT
 DD1693'RUNWAY, CONTINUE ON SAND ROAD FOR 0.05 MILE (0.08 KM) TO A GRASSY
 DD1693'FIELD ROAD LEFT, JUST BEFORE REACHING EPA SANITATION SEWAGE PROJECT,
 DD1693'TURN LEFT THROUGH FIELD FOR 0.1 MILE (0.2 KM) TO THE STATION. STATION
 DD1693'IS A STAINLESS STEEL ROD WITH DISK RECESSED 0.3 FOOT (9.1 CM) AND
 DD1693'SURROUNDED BY A 5-INCH PVC PIPE, 233.4 FEET (71.1 M) SOUTH OF THE
 DD1693'SOUTH CHAIN LINK FENCE CORNER FOR FENCE SURROUNDING THE EPA PROJECT,
 DD1693'360.7 FEET (109.9 M) NORTHEAST OF TIDAL BENCH MARK 866 0401 K TIDAL,
 DD1693'317.8 FEET (96.9 M) WEST SOUTHWEST OF TIDAL BENCH MARK 866 0401 I
 DD1693'TIDAL, 396.0 FEET (120.7 M) NORTH NORTHWEST OF THE NORTH CORNER OF
 DD1693'PAVED EDGE OF RUNWAY, 1.2 FEET (0.4 M) SOUTH SOUTHEAST OF A WITNESS
 DD1693'POST.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1694 ***********************************************************************
 DD1694  CBN         -  This is a Cooperative Base Network Control Station.
 DD1694  PACS        -  This is a Primary Airport Control Station.
 DD1694  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1694  DESIGNATION -  866 0401 K TIDAL
 DD1694  PID         -  DD1694
 DD1694  STATE/COUNTY-  SC/HORRY
 DD1694  USGS QUAD   -  WAMPEE (1990)
 DD1694
 DD1694                         *CURRENT SURVEY CONTROL
 DD1694  ___________________________________________________________________
 DD1694* NAD 83(2001)-  33 49 04.69332(N)    078 43 05.42698(W)     ADJUSTED  
 DD1694* NAVD 88     -         7.401  (meters)      24.28   (feet)  ADJUSTED  
 DD1694  ___________________________________________________________________
 DD1694  X           -   1,037,746.194 (meters)                     COMP
 DD1694  Y           -  -5,201,999.334 (meters)                     COMP
 DD1694  Z           -   3,529,674.346 (meters)                     COMP
 DD1694  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 DD1694  ELLIP HEIGHT-         -27.54  (meters)          (09/24/02) GPS OBS
 DD1694  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DD1694  DYNAMIC HT  -           7.393 (meters)      24.26  (feet)  COMP
 DD1694  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 DD1694
 DD1694  HORZ ORDER  -  A
 DD1694  VERT ORDER  -  FIRST     CLASS II
 DD1694  ELLP ORDER  -  FOURTH    CLASS I
 DD1694
 DD1694.This mark is at Grand Strand Airport (CRE)
 DD1694
 DD1694.The horizontal coordinates were established by GPS observations
 DD1694.and adjusted by the National Geodetic Survey in September 2002..
 DD1694
 DD1694.The orthometric height was determined by differential leveling
 DD1694.and adjusted by the National Geodetic Survey in June 1991..
 DD1694
 DD1694.This Tidal Bench Mark is designated as VM 3714
 DD1694.by the Center for Operational Oceanographic Products and Services.
 DD1694
 DD1694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1694
 DD1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1694
 DD1694.The ellipsoidal height was determined by GPS observations
 DD1694.and is referenced to NAD 83.
 DD1694
 DD1694.The geoid height was determined by GEOID03.
 DD1694
 DD1694.The dynamic height is computed by dividing the NAVD 88
 DD1694.geopotential number by the normal gravity value computed on the
 DD1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1694.degrees latitude (g = 980.6199 gals.).
 DD1694
 DD1694.The modeled gravity was interpolated from observed gravity values.
 DD1694
 DD1694;                    North         East     Units Scale Factor Converg.
 DD1694;SPC SC       -   222,419.732   820,794.541   MT  0.99979701   +1 15 54.2
 DD1694;SPC SC       -   729,723.53  2,692,895.48   iFT  0.99979701   +1 15 54.2
 DD1694;UTM  17      - 3,744,314.471   711,191.495   MT  1.00014987   +1 16 13.6
 DD1694
 DD1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1694!SPC SC       -   1.00000432  x   0.99979701  =   0.99980133
 DD1694!UTM  17      -   1.00000432  x   1.00014987  =   1.00015419
 DD1694
 DD1694                          SUPERSEDED SURVEY CONTROL
 DD1694
 DD1694  NAD 83(1995)-  33 49 04.69329(N)    078 43 05.42737(W) AD(       ) B
 DD1694  ELLIP H (09/29/97)  -27.56   (m)                       GP(       ) 4 2
 DD1694  NAVD 88 (09/29/97)    7.40   (m)           24.3    (f) LEVELING    3  
 DD1694  NGVD 29 (03/21/89)    7.722  (m)           25.33   (f) ADJUSTED    1 2
 DD1694
 DD1694.Superseded values are not recommended for survey control.
 DD1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1694.See file dsdata.txt to determine how the superseded data were derived.
 DD1694
 DD1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1119144314(NAD 83)
 DD1694_MARKER: DJ = TIDAL STATION DISK
 DD1694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1694_SP_SET: STAINLESS STEEL ROD
 DD1694_STAMPING: 0401 K 1985
 DD1694_MARK LOGO: NOS   
 DD1694_PROJECTION: FLUSH
 DD1694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DD1694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1694+STABILITY: POSITION/ELEVATION WELL
 DD1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1694+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 DD1694_ROD/PIPE-DEPTH: 6.70 meters
 DD1694
 DD1694  HISTORY     - Date     Condition        Report By
 DD1694  HISTORY     - 1985     MONUMENTED       NOS
 DD1694  HISTORY     - 1986     GOOD             SCGS
 DD1694  HISTORY     - 19920717 GOOD             NGS
 DD1694  HISTORY     - 19960305 GOOD             SCGS
 DD1694  HISTORY     - 19971208 GOOD             NGS
 DD1694  HISTORY     - 20010606 GOOD             SCGS
 DD1694
 DD1694                          STATION DESCRIPTION
 DD1694
 DD1694'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1694'3.3 KM (2.05 MI) WSW FROM NORTH MYRTLE BEACH.
 DD1694'4.1 KM (2.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD1694'OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.7 KM (0.45 MI) NORTH
 DD1694'NORTHWEST ALONG 27TH AVENUE SOUTH TO THE ENTRANCE GATE TO THE
 DD1694'ENVIRONMENTAL PROTECTION AGENCY POLLUTION CONTROL PROJECT AND NEAR
 DD1694'THE NORTHEAST END OF THE NORTH MYRTLE BEACH AIRPORT RUNWAY, CONTINUE
 DD1694'0.9 KM (0.55 MI) NORTH NORTHWEST AND NORTHEAST ALONG THE ENTRANCE
 DD1694'ROAD TO A SHARP CURVE LEFT, CONTINUE 0.25 KM (0.15 MI) NORTH
 DD1694'NORTHWEST ALONG THE ENTRANCE ROAD, THENCE 0.3 KM (0.2 MI) WEST
 DD1694'SOUTHWEST ACROSS A FIELD TOWARDS THE RUNWAY, SET NEAR A WITNESS POST,
 DD1694'103.5 METERS (339.57 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 DD1694'RUNWAY, 110.05 METERS (361.06 FT) SOUTHWEST OF TIDAL BENCH MARK 866
 DD1694'0401 J TIDAL.
 DD1694'THE MARK IS 0.38 METERS  SSE FROM A WITNESS POST.
 DD1694
 DD1694                          STATION RECOVERY (1992)
 DD1694
 DD1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1694'4.1 KM (2.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1694'JUNCTION OF MAIN STREET IN NORTH MYRTLE BEACH, THENCE 0.7 KM (0.45
 DD1694'MI) NORTHWEST ALONG 27TH AVENUE SOUTH, THENCE 1.1 KM (0.70 MI)
 DD1694'NORTHERLY ALONG A SAND ROAD, THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY
 DD1694'ACROSS A FIELD, 110.1 M (361.2 FT) SOUTHWEST OF BENCH MARK 866 0401 J
 DD1694'TIDAL, 103.5 M (339.6 FT) NORTHWEST OF THE NORTHWEST EDGE OF A RUNWAY
 DD1694'AT THE GRAND STRAND AIRPORT, 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF A
 DD1694'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 DD1694'NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.1 M
 DD1694'(0.3 FT) BELOW THE GROUND SURFACE.
 DD1694
 DD1694                          STATION RECOVERY (1996)
 DD1694
 DD1694'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1694'STATION IS LOCATED 19.4 MILES (31.2 KM) EAST OF CONWAY, 13.5 MILES
 DD1694'(21.7 KM) NORTHEAST OF MYRTLE BEACH.  OWNERSHIP--GRAND STRAND AIRPORT.
 DD1694'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 17 AND STATE
 DD1694'HIGHWAY 65 (27TH AVENUE SOUTH) IN CRESCENT BEACH, GO NORTH NORTHWEST
 DD1694'ON 27TH AVENUE SOUTH FOR 0.45 MILE (0.72 KM) TO A GATE, OBTAIN
 DD1694'PERMISSION AND PROCEED THROUGH GATE ON A SAND ROAD FOR 0.65 MILE (1.05
 DD1694'KM) TO A SAND ROAD LEADING TO THE GRAND STRAND AIRPORT RUNWAY,
 DD1694'CONTINUE ON SAND ROAD FOR 0.05 MILE (0.08 KM) TO A GRASSY FIELD LEFT
 DD1694'JUST BEFORE REACHING EPA SANITATION SEWAGE PROJECT, TURN LEFT THROUGH
 DD1694'FIELD FOR 0.15 MILE (0.24 KM) TO THE STATION.  STATION IS A STAINLESS
 DD1694'STEEL ROD WITH DISK RECESSED 0.3 FOOT (9.1 CM) AND SURROUNDED BY A
 DD1694'5-INCH PVC PIPE, 372.3 FEET (113.5 M) WEST NORTHWEST OF THE NORTHWEST
 DD1694'THRESHOLD LIGHT AT THE EAST END OF THE RUNWAY, 365.2 FEET (111.3 M)
 DD1694'NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY, 360.7 FEET (109.9 M)
 DD1694'SOUTHWEST OF TIDAL BENCH MARK 866 0401 J TIDAL, 1.2 FEET (0.4 M) SOUTH
 DD1694'SOUTHEAST OF A WITNESS POST.  THIS STATION IS DESIGNATED AS THE
 DD1694'PRIMARY AIRPORT CONTROL STATION.  RECOVERED BY R.W.  ROBERTS.
 DD1694
 DD1694                          STATION RECOVERY (1997)
 DD1694
 DD1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 DD1694'RECOVERED AS DESCRIBED.
 DD1694
 DD1694                          STATION RECOVERY (2001)
 DD1694
 DD1694'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1694'STATION IS LOCATED IN CRESCENT BEACH, 13.1 MILES (21.1 KM) NORTHEAST
 DD1694'OF MYRTLE BEACH, 19.0
 DD1694'MILES (30.6 KM) EAST OF CONWAY. OWNERSHIP--GRAND STRAND AIRPORT, RAMP
 DD1694'66 LOOKOUT
 DD1694'TOWER, P.O. BOX 1499, NORTH MYRTLE BEACH, SC 29598, PHONE
 DD1694'843-272-3395, CONTACT-STEVE
 DD1694'AUSTIN.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 DD1694'STATE HIGHWAY 65
 DD1694'(27TH AVENUE SOUTH) IN CRESCENT BEACH, GO NORTH-NORTHWEST ON 27TH
 DD1694'AVENUE SOUTH FOR
 DD1694'0.45 MILE (0.72 KM) TO THE JUNCTION OF WATSON DRIVE RIGHT AND A GRAVEL
 DD1694'ROAD AHEAD AT A
 DD1694'LOCKED GATE (CALL STEVE AUSTIN AT THE LOOKOUT TOWER TO GAIN
 DD1694'PERMISSION, THEN STAY ON
 DD1694'GRAVEL-DIRT ROAD KEEPING WELL OFF THE RUNWAYS), PROCEED THROUGH THE
 DD1694'GATE ON THE
 DD1694'GRAVEL ROAD FOR 0.7 MILE (1.1 KM) TO A SHARP BEND RIGHT AND A CHAIN
 DD1694'LINK FENCE AHEAD
 DD1694'AROUND A RUN-OFF WATER TREATMENT AREA, TURN LEFT HEADING
 DD1694'WEST-SOUTHWEST THROUGH A
 DD1694'GRASSY AREA FOR 0.25 MILE (0.40 KM) TO THE STATION IN AN OPEN AREA ON
 DD1694'THE NORTHWEST SIDE
 DD1694'OF THE MAIN RUNWAY.  STATION IS A DISK ATTACHED TO A STAINLESS STEEL
 DD1694'ROD RECESSED 0.5
 DD1694'FOOT (15.2 CM) AND 1.0 FOOT (0.3 M) BELOW THE LEVEL OF THE RUNWAY,
 DD1694'396.9 FEET (121.0 M) WEST-
 DD1694'NORTHWEST OF RUNWAY LIGHT NUMBER 53 WITH A CLEAR COVER AND A YELLOW
 DD1694'METAL BASE AT
 DD1694'THE NORTHEAST END OF THE MAIN RUNWAY, 371.1 FEET (113.1 M)
 DD1694'WEST-NORTHWEST OF THE WEST
 DD1694'CORNER OF A CONCRETE FOUNDATION FOR A LONG ROW OF BLUE RUNWAY LIGHTS
 DD1694'AT THE
 DD1694'NORTHEAST END OF THE RUNWAY, 1.2 FEET (0.4 M) SOUTH-SOUTHEAST OF A
 DD1694'WITNESS POST.
 DD1694'RECOVERED BY T. HALL.
 DD1694' 
 DD1694' 
 DD1694' 
 DD1694' 
 DD1694'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2387 ***********************************************************************
 DD2387  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2387  DESIGNATION -  866 0475 A TIDAL
 DD2387  PID         -  DD2387
 DD2387  STATE/COUNTY-  SC/HORRY
 DD2387  USGS QUAD   -  CONWAY (1980)
 DD2387
 DD2387                         *CURRENT SURVEY CONTROL
 DD2387  ___________________________________________________________________
 DD2387* NAD 83(1986)-  33 47 58.     (N)    079 03 19.     (W)     SCALED    
 DD2387* NAVD 88     -         1.628  (meters)       5.34   (feet)  ADJUSTED  
 DD2387  ___________________________________________________________________
 DD2387  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD2387  DYNAMIC HT  -           1.627 (meters)       5.34  (feet)  COMP
 DD2387  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 DD2387
 DD2387  VERT ORDER  -  FIRST     CLASS II
 DD2387
 DD2387.The horizontal coordinates were scaled from a topographic map and have
 DD2387.an estimated accuracy of +/- 6 seconds.
 DD2387
 DD2387.The orthometric height was determined by differential leveling
 DD2387.and adjusted by the National Geodetic Survey in June 1991..
 DD2387
 DD2387.This Tidal Bench Mark is designated as VM 3715
 DD2387.by the Center for Operational Oceanographic Products and Services.
 DD2387
 DD2387.The geoid height was determined by GEOID03.
 DD2387
 DD2387.The dynamic height is computed by dividing the NAVD 88
 DD2387.geopotential number by the normal gravity value computed on the
 DD2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2387.degrees latitude (g = 980.6199 gals.).
 DD2387
 DD2387.The modeled gravity was interpolated from observed gravity values.
 DD2387
 DD2387;                    North         East    Units  Estimated Accuracy
 DD2387;SPC SC       -   219,730.      789,640.      MT  (+/- 180 meters Scaled)
 DD2387
 DD2387                          SUPERSEDED SURVEY CONTROL
 DD2387
 DD2387  NGVD 29 (03/21/89)    1.934  (m)            6.35   (f) ADJUSTED    1 2
 DD2387
 DD2387.Superseded values are not recommended for survey control.
 DD2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2387.See file dsdata.txt to determine how the superseded data were derived.
 DD2387
 DD2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT800416(NAD 83)
 DD2387_MARKER: DJ = TIDAL STATION DISK
 DD2387_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD2387_SP_SET: GALVANIZED STEEL ROD
 DD2387_STAMPING: 0475 A 1981
 DD2387_MARK LOGO: NOS   
 DD2387_PROJECTION: FLUSH
 DD2387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2387_ROD/PIPE-DEPTH: 6.4  meters
 DD2387
 DD2387  HISTORY     - Date     Condition        Report By
 DD2387  HISTORY     - 1981     MONUMENTED       NOS
 DD2387  HISTORY     - 1986     GOOD             SCGS
 DD2387
 DD2387                          STATION DESCRIPTION
 DD2387
 DD2387'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2387'4.3 KM (2.65 MI) SOUTH FROM CONWAY.
 DD2387'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2387'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2387'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2387'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2387'HIGHWAY 701 TO THE JUNCTION OF STATE ROAD 110, THENCE 2.1 KM (1.3.
 DD2387'MI) EASTERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) SOUTH ALONG
 DD2387'A PAVED ROAD, SET NEAR THE NORTHWEST CORNER OF A CHAIN LINK FENCE IN
 DD2387'THE YARD OF A WOODEN AND BRICK HOUSE, 1.65 METERS (5.4 FT) SOUTHEAST
 DD2387'OF THE CORNER OF THE FENCE, 1.58 METERS (5.2 FT) SOUTH OF POWER POLE
 DD2387'H27/34184 WITH A TRANSFORMER, 4.7 METERS (15.4 FT) EAST OF THE CENTER
 DD2387'OF THE ROAD, 6.6 METERS (21.7 FT) WEST OF A 32-INCH OAK TREE WITH A
 DD2387'BRICK WALL SURROUNDING IT, 14.8 METERS (48.6 FT) NORTH OF THE CENTER
 DD2387'OF THE DRIVEWAY TO THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2386 ***********************************************************************
 DD2386  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2386  DESIGNATION -  866 0475 B TIDAL
 DD2386  PID         -  DD2386
 DD2386  STATE/COUNTY-  SC/HORRY
 DD2386  USGS QUAD   -  CONWAY (1980)
 DD2386
 DD2386                         *CURRENT SURVEY CONTROL
 DD2386  ___________________________________________________________________
 DD2386* NAD 83(1986)-  33 48 01.     (N)    079 03 23.     (W)     SCALED    
 DD2386* NAVD 88     -         1.556  (meters)       5.11   (feet)  ADJUSTED  
 DD2386  ___________________________________________________________________
 DD2386  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD2386  DYNAMIC HT  -           1.555 (meters)       5.10  (feet)  COMP
 DD2386  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 DD2386
 DD2386  VERT ORDER  -  FIRST     CLASS II
 DD2386
 DD2386.The horizontal coordinates were scaled from a topographic map and have
 DD2386.an estimated accuracy of +/- 6 seconds.
 DD2386
 DD2386.The orthometric height was determined by differential leveling
 DD2386.and adjusted by the National Geodetic Survey in June 1991..
 DD2386
 DD2386.This Tidal Bench Mark is designated as VM 3716
 DD2386.by the Center for Operational Oceanographic Products and Services.
 DD2386
 DD2386.The geoid height was determined by GEOID03.
 DD2386
 DD2386.The dynamic height is computed by dividing the NAVD 88
 DD2386.geopotential number by the normal gravity value computed on the
 DD2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2386.degrees latitude (g = 980.6199 gals.).
 DD2386
 DD2386.The modeled gravity was interpolated from observed gravity values.
 DD2386
 DD2386;                    North         East    Units  Estimated Accuracy
 DD2386;SPC SC       -   219,820.      789,530.      MT  (+/- 180 meters Scaled)
 DD2386
 DD2386                          SUPERSEDED SURVEY CONTROL
 DD2386
 DD2386  NGVD 29 (03/21/89)    1.862  (m)            6.11   (f) ADJUSTED    1 2
 DD2386
 DD2386.Superseded values are not recommended for survey control.
 DD2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2386.See file dsdata.txt to determine how the superseded data were derived.
 DD2386
 DD2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT799417(NAD 83)
 DD2386_MARKER: DJ = TIDAL STATION DISK
 DD2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2386_SP_SET: CONCRETE POST
 DD2386_STAMPING: 0475 B 1981
 DD2386_MARK LOGO: NOS   
 DD2386_PROJECTION: RECESSED 2 CENTIMETERS
 DD2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2386+STABILITY: SURFACE MOTION
 DD2386
 DD2386  HISTORY     - Date     Condition        Report By
 DD2386  HISTORY     - 1981     MONUMENTED       NOS
 DD2386  HISTORY     - 1986     GOOD             SCGS
 DD2386
 DD2386                          STATION DESCRIPTION
 DD2386
 DD2386'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2386'4.3 KM (2.65 MI) SOUTH FROM CONWAY.
 DD2386'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2386'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2386'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2386'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2386'HIGHWAY 701 TO THE JUNCTION OF STATE ROAD 110, THENCE 2.1 KM (1.3 MI)
 DD2386'EASTERLY ALONG A PAVED ROAD, SET NEAR A POWER POLE IN THE SOUTHEAST
 DD2386'CORNER OF THE YARD OF A WOODEN SHINGLE-SIDED HOUSE, 0.95 METER (3.1
 DD2386'FT) NORTH OF THE POWER POLE 34675/H25-1 WITH A WITNESS SIGN ATTACHED,
 DD2386'15.6 METERS (51.2 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DD2386'HOUSE, 6.5 METERS (21.3 FT) NORTH OF THE CENTER OF THE ROAD, 2.55
 DD2386'METERS (8.4 FT) SOUTH OF A 20-INCH OAK TREE.
 DD2386'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2385 ***********************************************************************
 DD2385  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2385  DESIGNATION -  866 0475 C TIDAL
 DD2385  PID         -  DD2385
 DD2385  STATE/COUNTY-  SC/HORRY
 DD2385  USGS QUAD   -  CONWAY (1980)
 DD2385
 DD2385                         *CURRENT SURVEY CONTROL
 DD2385  ___________________________________________________________________
 DD2385* NAD 83(1986)-  33 48 02.     (N)    079 03 24.     (W)     SCALED    
 DD2385* NAVD 88     -         1.648  (meters)       5.41   (feet)  ADJUSTED  
 DD2385  ___________________________________________________________________
 DD2385  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD2385  DYNAMIC HT  -           1.646 (meters)       5.40  (feet)  COMP
 DD2385  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 DD2385
 DD2385  VERT ORDER  -  FIRST     CLASS II
 DD2385
 DD2385.The horizontal coordinates were scaled from a topographic map and have
 DD2385.an estimated accuracy of +/- 6 seconds.
 DD2385
 DD2385.The orthometric height was determined by differential leveling
 DD2385.and adjusted by the National Geodetic Survey in June 1991..
 DD2385
 DD2385.This Tidal Bench Mark is designated as VM 3717
 DD2385.by the Center for Operational Oceanographic Products and Services.
 DD2385
 DD2385.The geoid height was determined by GEOID03.
 DD2385
 DD2385.The dynamic height is computed by dividing the NAVD 88
 DD2385.geopotential number by the normal gravity value computed on the
 DD2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2385.degrees latitude (g = 980.6199 gals.).
 DD2385
 DD2385.The modeled gravity was interpolated from observed gravity values.
 DD2385
 DD2385;                    North         East    Units  Estimated Accuracy
 DD2385;SPC SC       -   219,850.      789,510.      MT  (+/- 180 meters Scaled)
 DD2385
 DD2385                          SUPERSEDED SURVEY CONTROL
 DD2385
 DD2385  NGVD 29 (03/21/89)    1.953  (m)            6.41   (f) ADJUSTED    1 2
 DD2385
 DD2385.Superseded values are not recommended for survey control.
 DD2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2385.See file dsdata.txt to determine how the superseded data were derived.
 DD2385
 DD2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT798417(NAD 83)
 DD2385_MARKER: DJ = TIDAL STATION DISK
 DD2385_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD2385_SP_SET: GALVANIZED STEEL ROD
 DD2385_STAMPING: 0475 C 1981
 DD2385_MARK LOGO: NOS   
 DD2385_PROJECTION: RECESSED 5 CENTIMETERS
 DD2385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2385_ROD/PIPE-DEPTH: 6.4  meters
 DD2385
 DD2385  HISTORY     - Date     Condition        Report By
 DD2385  HISTORY     - 1981     MONUMENTED       NOS
 DD2385  HISTORY     - 1986     GOOD             SCGS
 DD2385
 DD2385                          STATION DESCRIPTION
 DD2385
 DD2385'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2385'4.3 KM (2.65 MI) SOUTH FROM CONWAY.
 DD2385'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2385'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2385'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2385'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2385'HIGHWAY 701 TO THE JUNCTION OF STATE ROAD 110, THENCE 2.0 KM (1.25
 DD2385'MI) EASTERLY ALONG A PAVED ROAD, SET IN THE EAST-NORTHEAST ANGLE OF A
 DD2385'WOODS ROAD LEADING NORTH-NORTHEAST, 6.2 METERS (20.3 FT)
 DD2385'NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 6.3 METERS (20.7 FT)
 DD2385'SOUTHEAST OF THE CENTER OF THE WOODS ROAD, 22.1 METERS (72.5 FT)
 DD2385'NORTH-NORTHWEST OF A POWER POLE H24 WITH A GUY WIRE, 2.25 METERS (7.4
 DD2385'FT) SOUTH-SOUTHWEST OF TELEPHONE JUNCTION BOX POST 126/9/7A.
 DD2385'THE MARK IS 0.48 METERS  SSW FROM  A WITNESS POST
 DD2385'THE MARK IS 0.1 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2384 ***********************************************************************
 DD2384  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2384  DESIGNATION -  866 0475 D TIDAL
 DD2384  PID         -  DD2384
 DD2384  STATE/COUNTY-  SC/HORRY
 DD2384  USGS QUAD   -  CONWAY (1980)
 DD2384
 DD2384                         *CURRENT SURVEY CONTROL
 DD2384  ___________________________________________________________________
 DD2384* NAD 83(1986)-  33 48 02.     (N)    079 03 28.     (W)     SCALED    
 DD2384* NAVD 88     -         1.603  (meters)       5.26   (feet)  ADJUSTED  
 DD2384  ___________________________________________________________________
 DD2384  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DD2384  DYNAMIC HT  -           1.601 (meters)       5.25  (feet)  COMP
 DD2384  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 DD2384
 DD2384  VERT ORDER  -  FIRST     CLASS II
 DD2384
 DD2384.The horizontal coordinates were scaled from a topographic map and have
 DD2384.an estimated accuracy of +/- 6 seconds.
 DD2384
 DD2384.The orthometric height was determined by differential leveling
 DD2384.and adjusted by the National Geodetic Survey in June 1991..
 DD2384
 DD2384.This Tidal Bench Mark is designated as VM 3718
 DD2384.by the Center for Operational Oceanographic Products and Services.
 DD2384
 DD2384.The geoid height was determined by GEOID03.
 DD2384
 DD2384.The dynamic height is computed by dividing the NAVD 88
 DD2384.geopotential number by the normal gravity value computed on the
 DD2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2384.degrees latitude (g = 980.6199 gals.).
 DD2384
 DD2384.The modeled gravity was interpolated from observed gravity values.
 DD2384
 DD2384;                    North         East    Units  Estimated Accuracy
 DD2384;SPC SC       -   219,850.      789,400.      MT  (+/- 180 meters Scaled)
 DD2384
 DD2384                          SUPERSEDED SURVEY CONTROL
 DD2384
 DD2384  NGVD 29 (03/21/89)    1.908  (m)            6.26   (f) ADJUSTED    1 2
 DD2384
 DD2384.Superseded values are not recommended for survey control.
 DD2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2384.See file dsdata.txt to determine how the superseded data were derived.
 DD2384
 DD2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT797417(NAD 83)
 DD2384_MARKER: DJ = TIDAL STATION DISK
 DD2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2384_SP_SET: CONCRETE POST
 DD2384_STAMPING: 0475 D 1981
 DD2384_MARK LOGO: NOS   
 DD2384_PROJECTION: FLUSH
 DD2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2384+STABILITY: SURFACE MOTION
 DD2384
 DD2384  HISTORY     - Date     Condition        Report By
 DD2384  HISTORY     - 1981     MONUMENTED       NOS
 DD2384  HISTORY     - 1986     GOOD             SCGS
 DD2384
 DD2384                          STATION DESCRIPTION
 DD2384
 DD2384'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2384'4.3 KM (2.65 MI) SOUTH FROM CONWAY.
 DD2384'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2384'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2384'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2384'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2384'HIGHWAY 701 TO THE JUNCTION OF STATE ROAD 110, THENCE 1.9 KM (1.2 MI)
 DD2384'EASTERLY ALONG A PAVED ROAD, SET NEAR A POWER POLE, 0.55 METER (1.8
 DD2384'FT) SOUTH-SOUTHWEST OF THE POWER POLE H23/34624, 6.9 METERS (22.6 FT)
 DD2384'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 64.3 METERS (211.0 FT)
 DD2384'WEST-NORTHWEST OF THE EXTENDED CENTER OF A WOODS ROAD LEADING
 DD2384'NORTH-NORTHEAST, 72.0 METERS (236.2 FT) WEST-NORTHWEST OF TIDAL BENCH
 DD2384'MARK 866 0475 C TIDAL.
 DD2384'THE MARK IS 0.95 METERS  NW FROM  A WITNESS POST
 DD2384'THE MARK IS 0.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2388 ***********************************************************************
 DD2388  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2388  DESIGNATION -  866 0475 E TIDAL
 DD2388  PID         -  DD2388
 DD2388  STATE/COUNTY-  SC/HORRY
 DD2388  USGS QUAD   -  CONWAY (1980)
 DD2388
 DD2388                         *CURRENT SURVEY CONTROL
 DD2388  ___________________________________________________________________
 DD2388* NAD 83(1986)-  33 47 56.     (N)    079 03 17.     (W)     SCALED    
 DD2388* NAVD 88     -         1.749  (meters)       5.74   (feet)  ADJUSTED  
 DD2388  ___________________________________________________________________
 DD2388  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DD2388  DYNAMIC HT  -           1.747 (meters)       5.73  (feet)  COMP
 DD2388  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 DD2388
 DD2388  VERT ORDER  -  FIRST     CLASS II
 DD2388
 DD2388.The horizontal coordinates were scaled from a topographic map and have
 DD2388.an estimated accuracy of +/- 6 seconds.
 DD2388
 DD2388.The orthometric height was determined by differential leveling
 DD2388.and adjusted by the National Geodetic Survey in June 1991..
 DD2388
 DD2388.This Tidal Bench Mark is designated as VM 3719
 DD2388.by the Center for Operational Oceanographic Products and Services.
 DD2388
 DD2388.The geoid height was determined by GEOID03.
 DD2388
 DD2388.The dynamic height is computed by dividing the NAVD 88
 DD2388.geopotential number by the normal gravity value computed on the
 DD2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2388.degrees latitude (g = 980.6199 gals.).
 DD2388
 DD2388.The modeled gravity was interpolated from observed gravity values.
 DD2388
 DD2388;                    North         East    Units  Estimated Accuracy
 DD2388;SPC SC       -   219,670.      789,690.      MT  (+/- 180 meters Scaled)
 DD2388
 DD2388                          SUPERSEDED SURVEY CONTROL
 DD2388
 DD2388  NGVD 29 (03/21/89)    2.054  (m)            6.74   (f) ADJUSTED    1 2
 DD2388
 DD2388.Superseded values are not recommended for survey control.
 DD2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2388.See file dsdata.txt to determine how the superseded data were derived.
 DD2388
 DD2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT800415(NAD 83)
 DD2388_MARKER: DJ = TIDAL STATION DISK
 DD2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2388_SP_SET: CONCRETE POST
 DD2388_STAMPING: 0475 E 1981
 DD2388_MARK LOGO: NOS   
 DD2388_PROJECTION: FLUSH
 DD2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2388+STABILITY: SURFACE MOTION
 DD2388
 DD2388  HISTORY     - Date     Condition        Report By
 DD2388  HISTORY     - 1981     MONUMENTED       NOS
 DD2388  HISTORY     - 1986     GOOD             SCGS
 DD2388
 DD2388                          STATION DESCRIPTION
 DD2388
 DD2388'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2388'4.3 KM (2.65 MI) SOUTH FROM CONWAY.
 DD2388'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2388'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2388'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2388'AVENUE), THENCE 4.5 KM (2.8 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2388'HIGHWAY 701 TO THE JUNCTION OF STATE ROAD 110, THENCE 2.1 KM (1.3 MI)
 DD2388'EASTERLY ALONG A PAVED ROAD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A
 DD2388'PAVED ROAD, SET NEAR A POWER POLE IN THE YARD OF A WOODEN HOUSE, 0.9
 DD2388'METER (3.0 FT) NORTH OF THE POWER POLE H29/34183 WITH A TRANSFORMER
 DD2388'AND SECURITY LIGHT AND A WITNESS SIGN ATTACHED, 8.95 METERS (29.4 FT)
 DD2388'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 4.6 METERS (15.1
 DD2388'FT) EAST OF THE CENTER OF THE ROAD, 23.65 METERS (77.6 FT)
 DD2388'NORTH-NORTHEAST OF A POWER POLE NUMBER 34680.
 DD2388'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1594 ***********************************************************************
 DD1594  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1594  DESIGNATION -  866 0642 A TIDAL
 DD1594  PID         -  DD1594
 DD1594  STATE/COUNTY-  SC/HORRY
 DD1594  USGS QUAD   -  HAND (1984)
 DD1594
 DD1594                         *CURRENT SURVEY CONTROL
 DD1594  ___________________________________________________________________
 DD1594* NAD 83(1986)-  33 45 58.     (N)    078 48 52.     (W)     SCALED    
 DD1594* NAVD 88     -         8.139  (meters)      26.70   (feet)  ADJUSTED  
 DD1594  ___________________________________________________________________
 DD1594  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1594  DYNAMIC HT  -           8.131 (meters)      26.68  (feet)  COMP
 DD1594  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 DD1594
 DD1594  VERT ORDER  -  FIRST     CLASS II
 DD1594
 DD1594.The horizontal coordinates were scaled from a topographic map and have
 DD1594.an estimated accuracy of +/- 6 seconds.
 DD1594
 DD1594.The orthometric height was determined by differential leveling
 DD1594.and adjusted by the National Geodetic Survey in June 1991..
 DD1594
 DD1594.This Tidal Bench Mark is designated as VM 3720
 DD1594.by the Center for Operational Oceanographic Products and Services.
 DD1594
 DD1594.The geoid height was determined by GEOID03.
 DD1594
 DD1594.The dynamic height is computed by dividing the NAVD 88
 DD1594.geopotential number by the normal gravity value computed on the
 DD1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1594.degrees latitude (g = 980.6199 gals.).
 DD1594
 DD1594.The modeled gravity was interpolated from observed gravity values.
 DD1594
 DD1594;                    North         East    Units  Estimated Accuracy
 DD1594;SPC SC       -   216,480.      812,010.      MT  (+/- 180 meters Scaled)
 DD1594
 DD1594                          SUPERSEDED SURVEY CONTROL
 DD1594
 DD1594  NGVD 29 (03/21/89)    8.455  (m)           27.74   (f) ADJUSTED    1 2
 DD1594
 DD1594.Superseded values are not recommended for survey control.
 DD1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1594.See file dsdata.txt to determine how the superseded data were derived.
 DD1594
 DD1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT024383(NAD 83)
 DD1594_MARKER: DJ = TIDAL STATION DISK
 DD1594_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1594_SP_SET: COPPER-CLAD STEEL ROD
 DD1594_STAMPING: 0642 A 1977
 DD1594_MARK LOGO: NOS   
 DD1594_PROJECTION: FLUSH
 DD1594_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1594+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 DD1594_ROD/PIPE-DEPTH: 6.10 meters
 DD1594
 DD1594  HISTORY     - Date     Condition        Report By
 DD1594  HISTORY     - 1977     MONUMENTED       NOS
 DD1594  HISTORY     - 1986     GOOD             SCGS
 DD1594  HISTORY     - 19920717 GOOD             NGS
 DD1594  HISTORY     - 19970617 GOOD             SCGS
 DD1594
 DD1594                          STATION DESCRIPTION
 DD1594
 DD1594'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1594'11.0 KM (6.85 MI) NE FROM MYRTLE BEACH.
 DD1594'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1594'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1594'BEACH, THENCE 11.35 KM (7.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1594'BYPASS, THENCE 0.25 KM (0.15 MI) NORTHWEST ALONG A PAVED ROAD LEADING
 DD1594'TO THE MYRTLE BEACH TENNIS CLUB TO THE END OF PAVEMENT, CONTINUE
 DD1594'0.2 KM (0.1 MI) NORTHWEST ALONG A SAND PARKING LOT TO THE CLUBHOUSE
 DD1594'AND SWIMMING POOL, FROM THIS POINT CONTINUE BY FOOT APPROXIMATELY
 DD1594'(600 FT) WEST NORTHWEST TO THE INTRACOASTAL WATERWAY, SET NEAR TWO
 DD1594'BLAZED OAK TREES AT THE EDGE OF THE WATERWAY, 1.15 METERS (3.77 FT)
 DD1594'EAST OF THE BLAZED 10 INCH OAK TREE, 0.9 METER (2.95 FT) SOUTHWEST OF
 DD1594'THE BLAZED 16 INCH OAK TREE, 6.0 METERS (19.69 FT) SOUTH SOUTHEAST OF
 DD1594'THE EDGE OF THE WATERWAY, 80.8 METERS (265.09 FT) SOUTHWEST OF TIDAL
 DD1594'BENCH MARK 866 0642 C TIDAL.
 DD1594'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 DD1594
 DD1594                          STATION RECOVERY (1992)
 DD1594
 DD1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1594'3.5 KM (2.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 (MAIN STREET)
 DD1594'FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN
 DD1594'MYRTLE BEACH, THENCE 11.4 M (37.4 FT) NORTHEASTERLY ALONG U.S.
 DD1594'HIGHWAY 17, THENCE 0.4 KM (0.25 MI) NORTHWESTERLY ALONG A PAVED ROAD
 DD1594'LEADING TO THE MYRTLE BEACH TENNIS CLUBHOUSE PARKING LOT, THENCE
 DD1594'200.0 FT (61.0 M) NORTHWEST ACROSS COUNTRY TO THE INTRACOASTAL
 DD1594'WATERWAY, THENCE 415.0 FT (126.5 M) SOUTHWEST ALONG THE INTRACOASTAL
 DD1594'WATERWAY, 80.8 M (265.1 FT) SOUTHWEST OF BENCH MARK 866 0642 C TIDAL,
 DD1594'6.0 M (19.7 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE WATERWAY, 1.2
 DD1594'M (3.9 FT) EAST OF A BLAZED 10-INCH OAK TREE, 0.9 M (3.0 FT)
 DD1594'SOUTHWEST OF A BLAZED 16-INCH OAK TREE, AND 0.3 M (1.0 FT) NORTHWEST
 DD1594'OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 DD1594'AND IS FLUSH WITH THE GROUND SURFACE.
 DD1594
 DD1594                          STATION RECOVERY (1997)
 DD1594
 DD1594'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1594'STATION IS LOCATED 6.75 MILES (10.86 KM) NORTHEAST OF MYRTLE BEACH,
 DD1594'14.25 MILES (22.93 KM) EAST SOUTHEAST OF CONWAY, OWNERSHIP--U.S. ARMY
 DD1594'ENGINEER DISTRICT, CHARLESTON, P.O.  BOX 919, CHARLESTON, SC
 DD1594'29402-0919, PHONE 803-727-4344.  TO REACH THE STATION FROM THE
 DD1594'JUNCTION OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS
 DD1594'(NORTH KINGS HIGHWAY) , 6.85 MILES (11.02 KM) NORTHEAST OF MYRTLE
 DD1594'BEACH, GO WEST ON HIGHWAY 17 FOR 0.45 MILE (0.72 KM) TO A DRIVEWAY
 DD1594'RIGHT LEADING TO THE MYRTLE BEACH TENNIS CLUB, TURN RIGHT ON THE
 DD1594'DRIVEWAY FOR 0.2 MILE (0.3 KM) TO THE CLUBHOUSE PARKING LOT, WALK
 DD1594'AROUND THE EAST END OF THE CLUBHOUSE, THEN GO NORTHWEST FOR 119 FEET
 DD1594'(36.3 M) TO THE INTRACOASTAL WATERWAY AND TIDAL BENCH MARK 866 0642 D
 DD1594'TIDAL, GO SOUTHWEST ALONG WATERWAY FOR 51 PACES TO A BIKE TRAIL,
 DD1594'CONTINUE ALONG WATERWAY ON BIKE TRAIL FOR 45 PACES TO THE STATION ON
 DD1594'THE RIGHT NEAR A 1.7-FOOT GUM TREE.  STATION IS DISK ATTACHED TO A
 DD1594'COPPER CLAD STEEL ROD FLUSH WITH THE GROUND AND 25.0 FEET (7.6 M)
 DD1594'ABOVE THE WATERWAY, 3.3 FEET (1.0 M) SOUTHWEST OF THE GUM TREE WITH A
 DD1594'LARGE HOLE, A SCGS REFERENCE WASHER ATTACHED AND A TRIANGULAR BLAZED,
 DD1594'6.7 FEET (2.0 M) SOUTH SOUTHEAST OF THE BANK OF THE WATERWAY, 12.6
 DD1594'FEET (3.8 M) WEST OF A 0.9-FOOT MAPLE TREE WITH A SCGS REFERENCE
 DD1594'WASHER ATTACHED, 38.0 FEET (11.6 M) EAST NORTHEAST OF A 0.8-FOOT BENT
 DD1594'OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 1.5 FEET (0.5 M) EAST
 DD1594'OF A WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1593 ***********************************************************************
 DD1593  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1593  DESIGNATION -  866 0642 C TIDAL
 DD1593  PID         -  DD1593
 DD1593  STATE/COUNTY-  SC/HORRY
 DD1593  USGS QUAD   -  HAND (1984)
 DD1593
 DD1593                         *CURRENT SURVEY CONTROL
 DD1593  ___________________________________________________________________
 DD1593* NAD 83(1986)-  33 45 59.     (N)    078 48 54.     (W)     SCALED    
 DD1593* NAVD 88     -         7.995  (meters)      26.23   (feet)  ADJUSTED  
 DD1593  ___________________________________________________________________
 DD1593  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1593  DYNAMIC HT  -           7.987 (meters)      26.20  (feet)  COMP
 DD1593  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 DD1593
 DD1593  VERT ORDER  -  FIRST     CLASS II
 DD1593
 DD1593.The horizontal coordinates were scaled from a topographic map and have
 DD1593.an estimated accuracy of +/- 6 seconds.
 DD1593
 DD1593.The orthometric height was determined by differential leveling
 DD1593.and adjusted by the National Geodetic Survey in June 1991..
 DD1593
 DD1593.This Tidal Bench Mark is designated as VM 3721
 DD1593.by the Center for Operational Oceanographic Products and Services.
 DD1593
 DD1593.The geoid height was determined by GEOID03.
 DD1593
 DD1593.The dynamic height is computed by dividing the NAVD 88
 DD1593.geopotential number by the normal gravity value computed on the
 DD1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1593.degrees latitude (g = 980.6199 gals.).
 DD1593
 DD1593.The modeled gravity was interpolated from observed gravity values.
 DD1593
 DD1593;                    North         East    Units  Estimated Accuracy
 DD1593;SPC SC       -   216,510.      811,960.      MT  (+/- 180 meters Scaled)
 DD1593
 DD1593                          SUPERSEDED SURVEY CONTROL
 DD1593
 DD1593  NGVD 29 (03/21/89)    8.311  (m)           27.27   (f) ADJUSTED    1 2
 DD1593
 DD1593.Superseded values are not recommended for survey control.
 DD1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1593.See file dsdata.txt to determine how the superseded data were derived.
 DD1593
 DD1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT023383(NAD 83)
 DD1593_MARKER: DJ = TIDAL STATION DISK
 DD1593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1593_SP_SET: COPPER-CLAD STEEL ROD
 DD1593_STAMPING: 0642 C 1977
 DD1593_MARK LOGO: NOS   
 DD1593_PROJECTION: FLUSH
 DD1593_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1593+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 DD1593_ROD/PIPE-DEPTH: 3.96 meters
 DD1593
 DD1593  HISTORY     - Date     Condition        Report By
 DD1593  HISTORY     - 1977     MONUMENTED       NOS
 DD1593  HISTORY     - 1986     GOOD             SCGS
 DD1593  HISTORY     - 19920717 GOOD             NGS
 DD1593  HISTORY     - 19970617 GOOD             SCGS
 DD1593
 DD1593                          STATION DESCRIPTION
 DD1593
 DD1593'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1593'11.0 KM (6.85 MI) NE FROM MYRTLE BEACH.
 DD1593'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1593'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1593'BEACH, THENCE 11.35 KM (7.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1593'BYPASS, THENCE 0.25 KM (0.15 MI) NORTHWEST ALONG A PAVED ROAD LEADING
 DD1593'TO THE MYRTLE BEACH TENNIS CLUB TO THE END OF PAVEMENT, CONTINUE
 DD1593'0.2 KM (0.1 MI) NORTHWEST ALONG A SAND PARKING LOT TO THE CLUBHOUSE
 DD1593'AND SWIMMING POOL, FROM THIS POINT CONTINUE BY FOOT APPROXIMATELY
 DD1593'(300 FT) WEST TO THE INTRACOASTAL WATERWAY, SET NEAR A DOUBLE TRUNK
 DD1593'OAK TREE AT THE EDGE OF THE WATERWAY, 6.75 METERS (22.15 FT) SOUTHWEST
 DD1593'OF THE DOUBLE TRUNK OAK TREE, 7.24 METERS (23.75 FT) NORTHEAST OF A
 DD1593'BLAZED 20 INCH OAK TREE, 44.7 METERS (146.65 FT) SOUTHWEST OF TIDAL
 DD1593'BENCH MARK 866 0642 D TIDAL, 4.0 METERS (13.12 FT) SOUTHEAST OF THE
 DD1593'EDGE OF THE WATERWAY.
 DD1593'THE MARK IS 1.59 METERS  SSW FROM A WITNESS POST.
 DD1593
 DD1593                          STATION RECOVERY (1992)
 DD1593
 DD1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1593'3.5 KM (2.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 (MAIN STREET)
 DD1593'FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN
 DD1593'MYRTLE BEACH, THENCE 11.4 M (37.4 FT) NORTHEASTERLY ALONG U.S.
 DD1593'HIGHWAY 17, THENCE 0.4 KM (0.25 MI) NORTHWESTERLY ALONG A PAVED ROAD
 DD1593'LEADING TO THE MYRTLE BEACH TENNIS CLUBHOUSE PARKING LOT, THENCE 61.0
 DD1593'M (200.1 FT) NORTHWEST ACROSS COUNTRY TO THE INTRACOASTAL WATERWAY,
 DD1593'THENCE 150.0 FT (45.7 M) SOUTHWEST ALONG THE INTRACOASTAL WATERWAY,
 DD1593'44.7 M (146.7 FT) SOUTHWEST OF BENCH MARK 866 0642 D TIDAL, 7.2 M
 DD1593'(23.6 FT) NORTHEAST OF A BLAZED 20-INCH OAK TREE, 6.8 M (22.3 FT)
 DD1593'SOUTHWEST OF A DOUBLE TRUNK OAK TREE, 4.0 M (13.1 FT) SOUTHEAST OF
 DD1593'THE SOUTHEAST EDGE OF THE INTRACOASTAL WATERWAY, AND 1.6 M (5.2 FT)
 DD1593'SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 DD1593'PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 DD1593
 DD1593                          STATION RECOVERY (1997)
 DD1593
 DD1593'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1593'STATION IS LOCATED 6.75 MILES (10.86 KM) NORTHEAST OF MYRTLE BEACH,
 DD1593'14.25 MILES (22.93 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--U.S. ARMY
 DD1593'ENGINEER DISTRICT, CHARLESTON, P.O.  BOX 919, CHARLESTON, SC
 DD1593'29402-0919, PHONE 803-727-4344.  TO REACH THE STATION FROM THE
 DD1593'JUNCTION OVERPASS OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND 17
 DD1593'BUSINESS (NORTH KINGS HIGHWAY) , 6.85 MILES (11.02 KM) NORTHEAST OF
 DD1593'MYRTLE BEACH, GO WEST ON HIGHWAY 17 FOR 0.45 MILE (0.72 KM) TO A
 DD1593'DRIVEWAY RIGHT LEADING TO THE MYRTLE BEACH TENNIS CLUB, TURN RIGHT ON
 DD1593'THE DRIVEWAY FOR 0.2 MILE (0.3 KM) TO THE CLUBHOUSE PARKING LOT, WALK
 DD1593'AROUND THE EAST END OF THE CLUBHOUSE, THEN 119 FEET (36.3 M) NORTHWEST
 DD1593'TO TIDAL STATION 866 0642 D TIDAL, GO SOUTHWEST ALONG THE WATERWAY FOR
 DD1593'146.0 FEET (44.5 M) TO THE STATION NEAR A DOUBLE-TRUNKED GUM TREE .
 DD1593'STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD FLUSH WITH THE GROUND
 DD1593'AND 25.0 FEET (7.6 M) ABOVE THE WATERWAY, 22.2 FEET (6.8 M) SOUTHWEST
 DD1593'OF THE 1.3-FOOT GUM TREE WITH A SCGS REFERENCE WASHER ATTACHED, 3.3
 DD1593'FEET (1.0 M) SOUTH SOUTHEAST OF THE 0.9-FOOT GUM TREE WITH A SCGS
 DD1593'REFERENCE WASHER ATTACHED, 9.9 FEET (3.0 M) SOUTH SOUTHEAST OF THE
 DD1593'BANK OF THE WATERWAY, 146.3 FEET (44.6 M) WEST SOUTHWEST OF TIDAL
 DD1593'STATION 866 0642 D TIDAL, 5.4 FEET (1.6 M) SOUTH SOUTHWEST OF A
 DD1593'WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1592 ***********************************************************************
 DD1592  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1592  DESIGNATION -  866 0642 D TIDAL
 DD1592  PID         -  DD1592
 DD1592  STATE/COUNTY-  SC/HORRY
 DD1592  USGS QUAD   -  HAND (1984)
 DD1592
 DD1592                         *CURRENT SURVEY CONTROL
 DD1592  ___________________________________________________________________
 DD1592* NAD 83(1986)-  33 46 00.     (N)    078 48 55.     (W)     SCALED    
 DD1592* NAVD 88     -         7.689  (meters)      25.23   (feet)  ADJUSTED  
 DD1592  ___________________________________________________________________
 DD1592  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DD1592  DYNAMIC HT  -           7.682 (meters)      25.20  (feet)  COMP
 DD1592  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 DD1592
 DD1592  VERT ORDER  -  FIRST     CLASS II
 DD1592
 DD1592.The horizontal coordinates were scaled from a topographic map and have
 DD1592.an estimated accuracy of +/- 6 seconds.
 DD1592
 DD1592.The orthometric height was determined by differential leveling
 DD1592.and adjusted by the National Geodetic Survey in June 1991..
 DD1592
 DD1592.This Tidal Bench Mark is designated as VM 3722
 DD1592.by the Center for Operational Oceanographic Products and Services.
 DD1592
 DD1592.The geoid height was determined by GEOID03.
 DD1592
 DD1592.The dynamic height is computed by dividing the NAVD 88
 DD1592.geopotential number by the normal gravity value computed on the
 DD1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1592.degrees latitude (g = 980.6199 gals.).
 DD1592
 DD1592.The modeled gravity was interpolated from observed gravity values.
 DD1592
 DD1592;                    North         East    Units  Estimated Accuracy
 DD1592;SPC SC       -   216,540.      811,930.      MT  (+/- 180 meters Scaled)
 DD1592
 DD1592                          SUPERSEDED SURVEY CONTROL
 DD1592
 DD1592  NGVD 29 (03/21/89)    8.005  (m)           26.26   (f) ADJUSTED    1 2
 DD1592
 DD1592.Superseded values are not recommended for survey control.
 DD1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1592.See file dsdata.txt to determine how the superseded data were derived.
 DD1592
 DD1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT023384(NAD 83)
 DD1592_MARKER: DJ = TIDAL STATION DISK
 DD1592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1592_SP_SET: COPPER-CLAD STEEL ROD
 DD1592_STAMPING: 0642 D 1977
 DD1592_MARK LOGO: NOS   
 DD1592_PROJECTION: FLUSH
 DD1592_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1592+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 DD1592_ROD/PIPE-DEPTH: 3.96 meters
 DD1592
 DD1592  HISTORY     - Date     Condition        Report By
 DD1592  HISTORY     - 1977     MONUMENTED       NOS
 DD1592  HISTORY     - 1986     GOOD             SCGS
 DD1592  HISTORY     - 19920717 GOOD             NGS
 DD1592  HISTORY     - 19970617 GOOD             SCGS
 DD1592
 DD1592                          STATION DESCRIPTION
 DD1592
 DD1592'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1592'11.0 KM (6.85 MI) NE FROM MYRTLE BEACH.
 DD1592'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1592'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1592'BEACH, THENCE 11.35 KM (7.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1592'BYPASS, THENCE 0.25 KM (0.15 MI) NORTHWEST ALONG A PAVED ROAD LEADING
 DD1592'TO THE MYRTLE BEACH TENNIS CLUB TO THE END OF PAVEMENT, CONTINUE
 DD1592'0.2 KM (0.1 MI) NORTHWEST ALONG A SAND PARKING LOT TO THE CLUBHOUSE
 DD1592'AND SWIMMING POOL, FROM THIS POINT CONTINUE BY FOOT APPROXIMATELY
 DD1592'(150 FT) NORTHWEST TO THE INTRACOASTAL WATERWAY, SET NEAR A BLAZED OAK
 DD1592'TREE AT THE EDGE OF THE WATERWAY, 35.9 METERS (117.78 FT) NORTHWEST OF
 DD1592'THE NORTHWEST CORNER OF THE CLUBHOUSE, 16.4 METERS (53.81 FT) WEST
 DD1592'NORTHWEST OF A 12 INCH LONE CEDAR TREE, 6.13 METERS (20.11 FT) EAST
 DD1592'NORTHEAST OF THE BLAZED 10 INCH OAK TREE, 12.22 METERS (40.09 FT)
 DD1592'NORTH NORTHEAST OF A LONE 20 INCH PINE TREE.
 DD1592'THE MARK IS 1.45 METERS  S FROM A WITNESS POST.
 DD1592
 DD1592                          STATION RECOVERY (1992)
 DD1592
 DD1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1592'3.5 KM (2.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 (MAIN STREET)
 DD1592'FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN
 DD1592'MYRTLE BEACH, THENCE 11.4 M (37.4 FT) NORTHEASTERLY ALONG U.S.
 DD1592'HIGHWAY 17, THENCE 0.4 KM (0.25 MI) NORTHWESTERLY ALONG A PAVED ROAD
 DD1592'LEADING TO THE MYRTLE BEACH TENNIS CLUBHOUSE PARKING LOT, THENCE
 DD1592'200.0 FT (61.0 M) NORTHWEST ACROSS COUNTRY TO THE INTRACOASTAL
 DD1592'WATERWAY, 35.9 M (117.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DD1592'CLUB HOUSE, 16.4 M (53.8 FT) WEST-NORTHWEST OF A 12-INCH CEDAR TREE,
 DD1592'12.2 M (40.0 FT) NORTH-NORTHWEST OF A 20-INCH PINE TREE, 6.1 M (20.0
 DD1592'FT) EAST OF A BLAZED 10-INCH OAK TREE, 3.4 M (11.2 FT)
 DD1592'SOUTH-SOUTHEAST OF A WITNESS POST, AND 1.0 M (3.3 FT) ABOVE THE LEVEL
 DD1592'OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 DD1592'FLUSH WITH THE GROUND SURFACE.
 DD1592
 DD1592                          STATION RECOVERY (1997)
 DD1592
 DD1592'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1592'STATION IS LOCATED 6.75 MILES (10.86 KM) NORTHEAST OF MYRTLE BEACH,
 DD1592'14.25 MILES (22.93 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--U.S. ARMY
 DD1592'ENGINEER DISTRICT, CHARLESTON, P.O.  BOX 919, CHARLESTON, SC
 DD1592'29402-0919, PHONE 803-727-4344.  TO REACH THE STATION FROM THE
 DD1592'JUNCTION OVERPASS OF U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND 17
 DD1592'BUSINESS (NORTH KINGS HIGHWAY) , 6.85 MILES (11.02 KM) NORTHEAST OF
 DD1592'MYRTLE BEACH, GO WEST ON HIGHWAY 17 FOR 0.45 MILE (0.72 KM) TO A
 DD1592'DRIVEWAY RIGHT LEADING TO THE MYRTLE BEACH TENNIS CLUB, TURN RIGHT ON
 DD1592'THE DRIVEWAY FOR 0.2 MILE (0.3 KM) TO THE CLUBHOUSE PARKING LOT, WALK
 DD1592'AROUND THE EAST END OF THE CLUBHOUSE, THEN NORTHWEST 119 FEET (36.3 M)
 DD1592'TO THE STATION.  STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD FLUSH
 DD1592'WITH THE GROUND AND 25.0 FEET (7.6 M) ABOVE THE WATERWAY, 119.2 FEET
 DD1592'(36.3 M) NORTHWEST OF THE NORTHEAST CORNER OF A SHED ATTACHED TO THE
 DD1592'NORTH SIDE OF THE CLUBHOUSE, 9.8 FEET (3.0 M) NORTH NORTHEAST OF A
 DD1592'0.9-FOOT GUM TREE WITH A SCGS REFERENCE WASHER ATTACHED, 10.7 FEET
 DD1592'(3.3 M) SOUTH SOUTHEAST OF THE BANK OF THE WATERWAY, 146.3 FEET (44.6
 DD1592'M) EAST NORTHEAST OF TIDAL STATION 866 0642 C TIDAL, 4.8 FEET (1.5 M)
 DD1592'SOUTH OF A WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1591 ***********************************************************************
 DD1591  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1591  DESIGNATION -  866 0642 E TIDAL
 DD1591  PID         -  DD1591
 DD1591  STATE/COUNTY-  SC/HORRY
 DD1591  USGS QUAD   -  HAND (1984)
 DD1591
 DD1591                         *CURRENT SURVEY CONTROL
 DD1591  ___________________________________________________________________
 DD1591* NAD 83(1986)-  33 45 55.     (N)    078 48 44.     (W)     SCALED    
 DD1591* NAVD 88     -         8.541  (meters)      28.02   (feet)  ADJUSTED  
 DD1591  ___________________________________________________________________
 DD1591  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1591  DYNAMIC HT  -           8.532 (meters)      27.99  (feet)  COMP
 DD1591  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 DD1591
 DD1591  VERT ORDER  -  FIRST     CLASS II
 DD1591
 DD1591.The horizontal coordinates were scaled from a topographic map and have
 DD1591.an estimated accuracy of +/- 6 seconds.
 DD1591
 DD1591.The orthometric height was determined by differential leveling
 DD1591.and adjusted by the National Geodetic Survey in June 1991..
 DD1591
 DD1591.This Tidal Bench Mark is designated as VM 3723
 DD1591.by the Center for Operational Oceanographic Products and Services.
 DD1591
 DD1591.The geoid height was determined by GEOID03.
 DD1591
 DD1591.The dynamic height is computed by dividing the NAVD 88
 DD1591.geopotential number by the normal gravity value computed on the
 DD1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1591.degrees latitude (g = 980.6199 gals.).
 DD1591
 DD1591.The modeled gravity was interpolated from observed gravity values.
 DD1591
 DD1591;                    North         East    Units  Estimated Accuracy
 DD1591;SPC SC       -   216,390.      812,220.      MT  (+/- 180 meters Scaled)
 DD1591
 DD1591                          SUPERSEDED SURVEY CONTROL
 DD1591
 DD1591  NGVD 29 (03/21/89)    8.857  (m)           29.06   (f) ADJUSTED    1 2
 DD1591
 DD1591.Superseded values are not recommended for survey control.
 DD1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1591.See file dsdata.txt to determine how the superseded data were derived.
 DD1591
 DD1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT026382(NAD 83)
 DD1591_MARKER: DJ = TIDAL STATION DISK
 DD1591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1591_SP_SET: STAINLESS STEEL ROD
 DD1591_STAMPING: 0642 E 1982
 DD1591_MARK LOGO: NOS   
 DD1591_PROJECTION: FLUSH
 DD1591_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1591+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 DD1591_ROD/PIPE-DEPTH: 10.5 meters
 DD1591
 DD1591  HISTORY     - Date     Condition        Report By
 DD1591  HISTORY     - 1982     MONUMENTED       NOS
 DD1591  HISTORY     - 1986     GOOD             SCGS
 DD1591  HISTORY     - 19920717 GOOD             NGS
 DD1591  HISTORY     - 19970617 GOOD             SCGS
 DD1591
 DD1591                          STATION DESCRIPTION
 DD1591
 DD1591'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1591'10.85 KM (6.75 MI) NE FROM MYRTLE BEACH.
 DD1591'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 DD1591'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1591'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1591'BEACH, THENCE 11.35 KM (7.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1591'BYPASS, THENCE 0.25 KM (0.15 MI) NORTHWEST ALONG A PAVED ROAD LEADING
 DD1591'TO THE MYRTLE BEACH TENNIS CLUB, SET IN A WOODED AREA WHERE THE
 DD1591'PAVEMENT ENDS, 13.0 METERS (42.65 FT) EAST OF A 20 INCH PINE TREE,
 DD1591'13.1 METERS (42.98 FT) NORTH NORTHEAST OF THE CENTER OF THE PAVED
 DD1591'ROAD, 30.92 METERS (101.44 FT) SOUTH OF THE SOUTH CORNER OF A SEVEN
 DD1591'FOOT CHAIN LINK FENCE SURROUNDING A TENNIS COURT, 9.3 METERS
 DD1591'(30.51 FT) WEST OF A BLAZED 16 INCH PINE TREE.
 DD1591'THE MARK IS 0.20 METERS  WNW FROM A WITNESS POST.
 DD1591
 DD1591                          STATION RECOVERY (1992)
 DD1591
 DD1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1591'3.5 KM (2.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 (MAIN STREET)
 DD1591'FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN
 DD1591'MYRTLE BEACH, THENCE 11.4 M (37.4 FT) NORTHEASTERLY ALONG U.S.
 DD1591'HIGHWAY 17, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG A PAVED ROAD
 DD1591'LEADING TO THE MYRTLE BEACH TENNIS CLUB, 30.9 M (101.4 FT) SOUTH OF
 DD1591'THE SOUTH CORNER OF A CHAIN-LINK FENCE SURROUNDING A TENNIS COURT,
 DD1591'13.1 M (43.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 13.0 M
 DD1591'(42.7 FT) EAST OF A 20-INCH PINE TREE, 9.3 M (30.5 FT) WEST OF A
 DD1591'BLAZED 16-INCH PINE TREE, 1.9 M (6.2 FT) SOUTHEAST OF AN 18-INCH PINE
 DD1591'TREE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT)
 DD1591'WEST-NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 DD1591'5-INCH PVC PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 DD1591'SURFACE.
 DD1591
 DD1591                          STATION RECOVERY (1997)
 DD1591
 DD1591'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1591'STATION IS LOCATED 6.75 MILES (10.86 KM) NORTHEAST OF MYRTLE BEACH,
 DD1591'14.25 MILES (22.93 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--MYRTLE
 DD1591'BEACH TENNIS CLUB.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DD1591'U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (NORTH KINGS
 DD1591'HIGHWAY) , 6.85 MILES (11.02 KM) NORTHEAST OF MYRTLE BEACH, GO WEST ON
 DD1591'HIGHWAY 17 FOR 0.45 MILE (0.72 KM) TO A DRIVEWAY RIGHT LEADING TO THE
 DD1591'MYRTLE BEACH TENNIS CLUB, TURN RIGHT ON THE DRIVEWAY FOR 0.15 MILE
 DD1591'(0.24 KM) TO THE STATION ON THE RIGHT IN THE EDGE OF THE WOODS.
 DD1591'STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD RECESSED 0.4 FOOT
 DD1591'(12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE DRIVEWAY, 43.0 FEET (13.1
 DD1591'M) NORTHEAST OF THE CENTER OF THE DRIVEWAY, 6.8 FEET (2.1 M) SOUTH
 DD1591'SOUTHEAST OF A 1.4-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 DD1591'ATTACHED, 74.3 FEET (22.6 M) SOUTHEAST OF A 1.6-FOOT PINE TREE ON A
 DD1591'MOUND SOUTHWEST OF TENNIS COURTS NUMBER 8 AND 9, 99.6 FEET (30.4 M)
 DD1591'SOUTH OF THE WEST ONE OF TWO CHAIN LINK FENCE POSTS AT THE SOUTH
 DD1591'CORNER OF COURT NUMBER 8, 0.6 FOOT (18.3 CM) WEST OF A WITNESS POST.
 DD1591'RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1590 ***********************************************************************
 DD1590  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1590  DESIGNATION -  866 0642 F TIDAL
 DD1590  PID         -  DD1590
 DD1590  STATE/COUNTY-  SC/HORRY
 DD1590  USGS QUAD   -  HAND (1984)
 DD1590
 DD1590                         *CURRENT SURVEY CONTROL
 DD1590  ___________________________________________________________________
 DD1590* NAD 83(1986)-  33 45 51.     (N)    078 48 40.     (W)     SCALED    
 DD1590* NAVD 88     -        11.337  (meters)      37.19   (feet)  ADJUSTED  
 DD1590  ___________________________________________________________________
 DD1590  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1590  DYNAMIC HT  -          11.326 (meters)      37.16  (feet)  COMP
 DD1590  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 DD1590
 DD1590  VERT ORDER  -  FIRST     CLASS II
 DD1590
 DD1590.The horizontal coordinates were scaled from a topographic map and have
 DD1590.an estimated accuracy of +/- 6 seconds.
 DD1590
 DD1590.The orthometric height was determined by differential leveling
 DD1590.and adjusted by the National Geodetic Survey in June 1991..
 DD1590
 DD1590.This Tidal Bench Mark is designated as VM 3724
 DD1590.by the Center for Operational Oceanographic Products and Services.
 DD1590
 DD1590.The geoid height was determined by GEOID03.
 DD1590
 DD1590.The dynamic height is computed by dividing the NAVD 88
 DD1590.geopotential number by the normal gravity value computed on the
 DD1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1590.degrees latitude (g = 980.6199 gals.).
 DD1590
 DD1590.The modeled gravity was interpolated from observed gravity values.
 DD1590
 DD1590;                    North         East    Units  Estimated Accuracy
 DD1590;SPC SC       -   216,270.      812,320.      MT  (+/- 180 meters Scaled)
 DD1590
 DD1590                          SUPERSEDED SURVEY CONTROL
 DD1590
 DD1590  NGVD 29 (03/21/89)   11.653  (m)           38.23   (f) ADJUSTED    1 2
 DD1590
 DD1590.Superseded values are not recommended for survey control.
 DD1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1590.See file dsdata.txt to determine how the superseded data were derived.
 DD1590
 DD1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT027381(NAD 83)
 DD1590_MARKER: DJ = TIDAL STATION DISK
 DD1590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1590_SP_SET: STAINLESS STEEL ROD
 DD1590_STAMPING: 0642 F 1982
 DD1590_MARK LOGO: NOS   
 DD1590_PROJECTION: FLUSH
 DD1590_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1590+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 DD1590_ROD/PIPE-DEPTH: 13.9 meters
 DD1590
 DD1590  HISTORY     - Date     Condition        Report By
 DD1590  HISTORY     - 1982     MONUMENTED       NOS
 DD1590  HISTORY     - 1986     GOOD             SCGS
 DD1590  HISTORY     - 19920717 GOOD             NGS
 DD1590  HISTORY     - 19970617 GOOD             SCGS
 DD1590
 DD1590                          STATION DESCRIPTION
 DD1590
 DD1590'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1590'10.7 KM (6.65 MI) NE FROM MYRTLE BEACH.
 DD1590'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 DD1590'3.45 KM (2.15 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1590'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1590'BEACH, THENCE 11.35 KM (7.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17
 DD1590'BYPASS, SET NEAR A ROW OF THREE PINE TREES IN THE NORTH ANGLE OF A
 DD1590'PAVED ROAD LEADING TO THE MYRTLE BEACH TENNIS CLUB, 2.0 METERS
 DD1590'(6.56 FT) WEST OF THE CENTER TREE, 8.75 METERS (28.71 FT) NORTHEAST OF
 DD1590'THE CENTER OF THE PAVED ROAD, 30.0 METERS (98.43 FT) NORTHWEST OF THE
 DD1590'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 44.8 METERS (146.98 FT)
 DD1590'SOUTHWEST OF A POWER POLE NUMBER 18.
 DD1590'THE MARK IS 0.23 METERS  S FROM A WITNESS POST.
 DD1590
 DD1590                          STATION RECOVERY (1992)
 DD1590
 DD1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1590'3.5 KM (2.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501 (MAIN STREET)
 DD1590'FROM THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN
 DD1590'MYRTLE BEACH, THENCE 11.4 M (37.4 FT) NORTHEASTERLY ALONG U.S.
 DD1590'HIGHWAY 17, 30.1 M (98.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 DD1590'HIGHWAY, 9.4 M (30.8 FT) SOUTHEAST OF THE CENTER OF A SAND ROAD, 8.7
 DD1590'M (28.5 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF A PAVED
 DD1590'ENTRANCE ROAD LEADING TO THE MYRTLE BEACH TENNIS CLUB, 4.2 M (13.8
 DD1590'FT) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK PILLAR, AND 0.3 M
 DD1590'(1.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS
 DD1590'ENCASED IN A 5-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 DD1590
 DD1590                          STATION RECOVERY (1997)
 DD1590
 DD1590'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1590'STATION IS LOCATED 6.8 MILES (10.9 KM) NORTHEAST OF MYRTLE BEACH,
 DD1590'14.45 MILES (23.25 KM) EAST SOUTHEAST OF CONWAY.  OWNERSHIP--MYRTLE
 DD1590'BEACH TENNIS CLUB.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 DD1590'U.S.  HIGHWAY 17 (MARK GARNER HIGHWAY) AND 17 BUSINESS (NORTH KINGS
 DD1590'HIGHWAY) , 6.85 MILES (11.02 KM) NORTHEAST OF MYRTLE BEACH, GO WEST ON
 DD1590'HIGHWAY 17 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT NEAR A
 DD1590'3.0-FOOT BRICK PILLAR IN THE NORTH ANGLE OF A DRIVEWAY LEADING TO THE
 DD1590'MYRTLE BEACH TENNIS CLUB.  STATION IS A DISK ATTACHED TO A COPPER-CLAD
 DD1590'ROD FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE DRIVEWAY,
 DD1590'100.2 FEET (30.5 M) NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 DD1590'THE HIGHWAY, 28.8 FEET (8.8 M) EAST NORTHEAST OF THE CENTER OF THE
 DD1590'DRIVEWAY, 13.7 FEET (4.2 M) NORTHEAST OF THE NORTH CORNER OF THE BRICK
 DD1590'PILLAR, 146.7 FEET (44.7 M) SOUTHWEST OF A POWER POLE NUMBER 18, 46.3
 DD1590'FEET (14.1 M) NORTH NORTHWEST OF A FLAG POLE, 0.8 FOOT (24.4 CM) SOUTH
 DD1590'OF A WITNESS POST.  RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2392 ***********************************************************************
 DD2392  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2392  DESIGNATION -  866 0831 A TIDAL
 DD2392  PID         -  DD2392
 DD2392  STATE/COUNTY-  SC/HORRY
 DD2392  USGS QUAD   -  BUCKSVILLE (1973)
 DD2392
 DD2392                         *CURRENT SURVEY CONTROL
 DD2392  ___________________________________________________________________
 DD2392* NAD 83(1986)-  33 44 38.     (N)    079 03 57.     (W)     SCALED    
 DD2392* NAVD 88     -         3.679  (meters)      12.07   (feet)  ADJUSTED  
 DD2392  ___________________________________________________________________
 DD2392  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DD2392  DYNAMIC HT  -           3.676 (meters)      12.06  (feet)  COMP
 DD2392  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 DD2392
 DD2392  VERT ORDER  -  FIRST     CLASS II
 DD2392
 DD2392.The horizontal coordinates were scaled from a topographic map and have
 DD2392.an estimated accuracy of +/- 6 seconds.
 DD2392
 DD2392.The orthometric height was determined by differential leveling
 DD2392.and adjusted by the National Geodetic Survey in June 1991..
 DD2392
 DD2392.This Tidal Bench Mark is designated as VM 3725
 DD2392.by the Center for Operational Oceanographic Products and Services.
 DD2392
 DD2392.The geoid height was determined by GEOID03.
 DD2392
 DD2392.The dynamic height is computed by dividing the NAVD 88
 DD2392.geopotential number by the normal gravity value computed on the
 DD2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2392.degrees latitude (g = 980.6199 gals.).
 DD2392
 DD2392.The modeled gravity was interpolated from observed gravity values.
 DD2392
 DD2392;                    North         East    Units  Estimated Accuracy
 DD2392;SPC SC       -   213,550.      788,780.      MT  (+/- 180 meters Scaled)
 DD2392
 DD2392                          SUPERSEDED SURVEY CONTROL
 DD2392
 DD2392  NGVD 29 (03/21/89)    3.986  (m)           13.08   (f) ADJUSTED    1 2
 DD2392
 DD2392.Superseded values are not recommended for survey control.
 DD2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2392.See file dsdata.txt to determine how the superseded data were derived.
 DD2392
 DD2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT791354(NAD 83)
 DD2392_MARKER: DJ = TIDAL STATION DISK
 DD2392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2392_SP_SET: STAINLESS STEEL ROD
 DD2392_STAMPING: 0831 A 1981
 DD2392_MARK LOGO: NOS   
 DD2392_PROJECTION: PROJECTING 7 CENTIMETERS
 DD2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2392_ROD/PIPE-DEPTH: 12.8 meters
 DD2392
 DD2392  HISTORY     - Date     Condition        Report By
 DD2392  HISTORY     - 1981     MONUMENTED       NOS
 DD2392  HISTORY     - 1987     GOOD             SCGS
 DD2392
 DD2392                          STATION DESCRIPTION
 DD2392
 DD2392'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2392'10.5 KM (6.5 MI) SOUTH FROM CONWAY.
 DD2392'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2392'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2392'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2392'AVENUE), THENCE 10.45 KM (6.5 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2392'HIGHWAY 701, THENCE 1.05 KM (0.65 MI) SOUTHEAST ALONG STATE ROAD 136,
 DD2392'THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG A PAVED ROAD (KEYSFIELD
 DD2392'CIRCLE) TO THE END OF PAVEMENT, CONTINUE 0.1 KM (0.05 MI) NORTHEAST
 DD2392'ALONG A SAND DRIVEWAY, SET NEAR A PECAN TREE AT THE NORTH CORNER OF A
 DD2392'WOODEN GARAGE CONNECTED TO A WOOD AND BRICK HOUSE, 22.35 METERS (73.3
 DD2392'FT) WEST-NORTHWEST OF A 41-INCH LIVE OAK TREE WITH BRICK SET INTO THE
 DD2392'TRUNK, 35.8 METERS (117.4 FT) NORTHEAST OF THE NORTHEAT CORNER OF A
 DD2392'BRICK HOUSE, 10.97 METERS (36.0 FT) NORTH OF THE CORNER OF THE
 DD2392'GARAGE, 0.95 METER (3.1 FT) SOUTH-SOUTHEAST OF THE TREE.
 DD2392'THE MARK IS ABOVE LEVEL WITH THE YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2390 ***********************************************************************
 DD2390  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2390  DESIGNATION -  866 0831 C TIDAL
 DD2390  PID         -  DD2390
 DD2390  STATE/COUNTY-  SC/HORRY
 DD2390  USGS QUAD   -  BUCKSVILLE (1973)
 DD2390
 DD2390                         *CURRENT SURVEY CONTROL
 DD2390  ___________________________________________________________________
 DD2390* NAD 83(1986)-  33 44 30.     (N)    079 04 15.     (W)     SCALED    
 DD2390* NAVD 88     -         6.666  (meters)      21.87   (feet)  ADJUSTED  
 DD2390  ___________________________________________________________________
 DD2390  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DD2390  DYNAMIC HT  -           6.659 (meters)      21.85  (feet)  COMP
 DD2390  MODELED GRAV-     979,632.8   (mgal)                       NAVD 88
 DD2390
 DD2390  VERT ORDER  -  FIRST     CLASS II
 DD2390
 DD2390.The horizontal coordinates were scaled from a topographic map and have
 DD2390.an estimated accuracy of +/- 6 seconds.
 DD2390
 DD2390.The orthometric height was determined by differential leveling
 DD2390.and adjusted by the National Geodetic Survey in June 1991..
 DD2390
 DD2390.This Tidal Bench Mark is designated as VM 3727
 DD2390.by the Center for Operational Oceanographic Products and Services.
 DD2390
 DD2390.The geoid height was determined by GEOID03.
 DD2390
 DD2390.The dynamic height is computed by dividing the NAVD 88
 DD2390.geopotential number by the normal gravity value computed on the
 DD2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2390.degrees latitude (g = 980.6199 gals.).
 DD2390
 DD2390.The modeled gravity was interpolated from observed gravity values.
 DD2390
 DD2390;                    North         East    Units  Estimated Accuracy
 DD2390;SPC SC       -   213,290.      788,320.      MT  (+/- 180 meters Scaled)
 DD2390
 DD2390                          SUPERSEDED SURVEY CONTROL
 DD2390
 DD2390  NGVD 29 (03/21/89)    6.972  (m)           22.87   (f) ADJUSTED    1 2
 DD2390
 DD2390.Superseded values are not recommended for survey control.
 DD2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2390.See file dsdata.txt to determine how the superseded data were derived.
 DD2390
 DD2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT787351(NAD 83)
 DD2390_MARKER: DJ = TIDAL STATION DISK
 DD2390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2390_SP_SET: STAINLESS STEEL ROD
 DD2390_STAMPING: 0831 C 1981
 DD2390_MARK LOGO: NOS   
 DD2390_PROJECTION: FLUSH
 DD2390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2390_ROD/PIPE-DEPTH: 12.8 meters
 DD2390
 DD2390  HISTORY     - Date     Condition        Report By
 DD2390  HISTORY     - 1981     MONUMENTED       NOS
 DD2390  HISTORY     - 1987     GOOD             SCGS
 DD2390
 DD2390                          STATION DESCRIPTION
 DD2390
 DD2390'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2390'10.7 KM (6.65 MI) SSW FROM CONWAY.
 DD2390'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2390'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2390'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2390'AVENUE), THENCE 10.45 KM (6.5 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2390'HIGHWAY 701, THENCE 0.95 KM (0.6 MI) SOUTHEAST ALONG STATE ROAD 136,
 DD2390'SET BEHIND A BRICK ENTRANCEWAY WALL IN THE NORTHEAST ANGLE OF
 DD2390'KEYSFIELD CIRCLE (ENTRANCE TO THE KEYSFIELD SOUTH RESIDENTIAL
 DD2390'COMMUNITY), 16.2 METERS (53.1 FT) EAST-NORTHEAST OF THE CENTER OF THE
 DD2390'ROAD, 3.6 METERS (11.8 FT) NORTH-NORTHWEST OF THE CENTER OF KEYSFIELD
 DD2390'CIRCLE, 7.93 METERS (26.0 FT) EAST OF A TELEPHONE JUNCTION BOX POST
 DD2390'NUMBERS 126-30/3, 13.05 METERS (42.8 FT) NORTH-NORTHEAST OF A LONE
 DD2390'OAK TREE IN THE SOUTHEAST ANGLE OF THE JUNCTION, 2.96 METERS (9.7 FT)
 DD2390'NORTHEAST OF THE SOUTHEAST CORNER OF THE LARGEST PILLAR OF THE
 DD2390'ENTRANCEWAY WALL ON THE NORTH SIDE OF THE ROAD.
 DD2390'THE MARK IS 3.3 METERS  ENE FROM  A WITNESS POST
 DD2390'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2389 ***********************************************************************
 DD2389  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2389  DESIGNATION -  866 0831 D TIDAL
 DD2389  PID         -  DD2389
 DD2389  STATE/COUNTY-  SC/HORRY
 DD2389  USGS QUAD   -  BUCKSVILLE (1973)
 DD2389
 DD2389                         *CURRENT SURVEY CONTROL
 DD2389  ___________________________________________________________________
 DD2389* NAD 83(1986)-  33 44 48.     (N)    079 04 30.     (W)     SCALED    
 DD2389* NAVD 88     -         3.378  (meters)      11.08   (feet)  ADJUSTED  
 DD2389  ___________________________________________________________________
 DD2389  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DD2389  DYNAMIC HT  -           3.375 (meters)      11.07  (feet)  COMP
 DD2389  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 DD2389
 DD2389  VERT ORDER  -  FIRST     CLASS II
 DD2389
 DD2389.The horizontal coordinates were scaled from a topographic map and have
 DD2389.an estimated accuracy of +/- 6 seconds.
 DD2389
 DD2389.The orthometric height was determined by differential leveling
 DD2389.and adjusted by the National Geodetic Survey in June 1991..
 DD2389
 DD2389.This Tidal Bench Mark is designated as VM 3728
 DD2389.by the Center for Operational Oceanographic Products and Services.
 DD2389
 DD2389.The geoid height was determined by GEOID03.
 DD2389
 DD2389.The dynamic height is computed by dividing the NAVD 88
 DD2389.geopotential number by the normal gravity value computed on the
 DD2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2389.degrees latitude (g = 980.6199 gals.).
 DD2389
 DD2389.The modeled gravity was interpolated from observed gravity values.
 DD2389
 DD2389;                    North         East    Units  Estimated Accuracy
 DD2389;SPC SC       -   213,840.      787,920.      MT  (+/- 180 meters Scaled)
 DD2389
 DD2389                          SUPERSEDED SURVEY CONTROL
 DD2389
 DD2389  NGVD 29 (03/21/89)    3.684  (m)           12.09   (f) ADJUSTED    1 2
 DD2389
 DD2389.Superseded values are not recommended for survey control.
 DD2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2389.See file dsdata.txt to determine how the superseded data were derived.
 DD2389
 DD2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT783357(NAD 83)
 DD2389_MARKER: DJ = TIDAL STATION DISK
 DD2389_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD2389_SP_SET: CURB OF SMALL BRIDGE
 DD2389_STAMPING: 0831 D 1981
 DD2389_MARK LOGO: NOS   
 DD2389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2389
 DD2389  HISTORY     - Date     Condition        Report By
 DD2389  HISTORY     - 1981     MONUMENTED       NOS
 DD2389  HISTORY     - 1987     GOOD             SCGS
 DD2389
 DD2389                          STATION DESCRIPTION
 DD2389
 DD2389'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2389'10.2 KM (6.35 MI) SSW FROM CONWAY.
 DD2389'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2389'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2389'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2389'AVENUE), THENCE 10.45 KM (6.5 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2389'HIGHWAY 701, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG STATE ROAD 136,
 DD2389'SET IN THE NORTH CORNER OF A SMALL BRIDGE OVER A CREEK, 0.96 METER
 DD2389'(3.1 FT) SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE.
 DD2389'THE MARK IS 1.1 METERS  SE FROM  A WITNESS POST
 DD2389'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2391 ***********************************************************************
 DD2391  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2391  DESIGNATION -  866 0831 F TIDAL
 DD2391  PID         -  DD2391
 DD2391  STATE/COUNTY-  SC/HORRY
 DD2391  USGS QUAD   -  BUCKSVILLE (1973)
 DD2391
 DD2391                         *CURRENT SURVEY CONTROL
 DD2391  ___________________________________________________________________
 DD2391* NAD 83(1986)-  33 44 37.     (N)    079 04 00.     (W)     SCALED    
 DD2391* NAVD 88     -         3.829  (meters)      12.56   (feet)  ADJUSTED  
 DD2391  ___________________________________________________________________
 DD2391  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DD2391  DYNAMIC HT  -           3.825 (meters)      12.55  (feet)  COMP
 DD2391  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 DD2391
 DD2391  VERT ORDER  -  FIRST     CLASS II
 DD2391
 DD2391.The horizontal coordinates were scaled from a topographic map and have
 DD2391.an estimated accuracy of +/- 6 seconds.
 DD2391
 DD2391.The orthometric height was determined by differential leveling
 DD2391.and adjusted by the National Geodetic Survey in June 1991..
 DD2391
 DD2391.This Tidal Bench Mark is designated as VM 3730
 DD2391.by the Center for Operational Oceanographic Products and Services.
 DD2391
 DD2391.The geoid height was determined by GEOID03.
 DD2391
 DD2391.The dynamic height is computed by dividing the NAVD 88
 DD2391.geopotential number by the normal gravity value computed on the
 DD2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2391.degrees latitude (g = 980.6199 gals.).
 DD2391
 DD2391.The modeled gravity was interpolated from observed gravity values.
 DD2391
 DD2391;                    North         East    Units  Estimated Accuracy
 DD2391;SPC SC       -   213,520.      788,700.      MT  (+/- 180 meters Scaled)
 DD2391
 DD2391                          SUPERSEDED SURVEY CONTROL
 DD2391
 DD2391  NGVD 29 (03/21/89)    4.135  (m)           13.57   (f) ADJUSTED    1 2
 DD2391
 DD2391.Superseded values are not recommended for survey control.
 DD2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2391.See file dsdata.txt to determine how the superseded data were derived.
 DD2391
 DD2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT790354(NAD 83)
 DD2391_MARKER: DJ = TIDAL STATION DISK
 DD2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2391_SP_SET: CONCRETE POST
 DD2391_STAMPING: 0831 F 1982
 DD2391_MARK LOGO: NOS   
 DD2391_PROJECTION: FLUSH
 DD2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2391+STABILITY: SURFACE MOTION
 DD2391
 DD2391  HISTORY     - Date     Condition        Report By
 DD2391  HISTORY     - 1982     MONUMENTED       NOS
 DD2391  HISTORY     - 1987     GOOD             SCGS
 DD2391
 DD2391                          STATION DESCRIPTION
 DD2391
 DD2391'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2391'10.5 KM (6.5 MI) SOUTH FROM CONWAY.
 DD2391'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2391'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2391'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2391'AVENUE), THENCE 10.45 KM (6.5 MI) WEST-SOUTHWEST AND SOUTHERLY ALONG
 DD2391'HIGHWAY 701, THENCE 1.05 KM (0.65 MI) SOUTHEAST ALONG STATE ROAD 136,
 DD2391'THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG A PAVED ROAD (KEYSFIELD
 DD2391'CIRCLE) TO THE END OF PAVEMENT, SET NEAR A SMALL FIRE HYDRANT IN THE
 DD2391'SOUTHEAST ANGLE OF A SAND ROAD (SASSER LANE), 17.8 METERS (58.4 FT)
 DD2391'SOUTH-SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 7.7 METERS (25.3 FT)
 DD2391'EAST-NORTHEAST OF THE CENTER OF THE SAND ROAD, 22.8 METERS (74.8 FT)
 DD2391'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 1.5 METERS
 DD2391'(4.9 FT) WEST-NORTHWEST OF POWER POLE 19T3 WITH A WITNESS SIGN
 DD2391'ATTACHED, 1.86 METERS (6.1 FT) EAST-SOUTHEAST OF THE HYDRANT.
 DD2391'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0822 ***********************************************************************
 DD0822  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0822  DESIGNATION -  866 0854 A TIDAL
 DD0822  PID         -  DD0822
 DD0822  STATE/COUNTY-  SC/HORRY
 DD0822  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0822
 DD0822                         *CURRENT SURVEY CONTROL
 DD0822  ___________________________________________________________________
 DD0822* NAD 83(1986)-  33 42 54.     (N)    078 55 16.     (W)     SCALED    
 DD0822* NAVD 88     -         6.686  (meters)      21.94   (feet)  ADJUSTED  
 DD0822  ___________________________________________________________________
 DD0822  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD0822  DYNAMIC HT  -           6.679 (meters)      21.91  (feet)  COMP
 DD0822  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 DD0822  OBS GRAVITY -     979,614.5   (mgal)                       GRAV_OBS
 DD0822
 DD0822  VERT ORDER  -  FIRST     CLASS II
 DD0822
 DD0822.The horizontal coordinates were scaled from a topographic map and have
 DD0822.an estimated accuracy of +/- 6 seconds.
 DD0822
 DD0822.The orthometric height was determined by differential leveling
 DD0822.and adjusted by the National Geodetic Survey in June 1991..
 DD0822
 DD0822.This Tidal Bench Mark is designated as VM 3731
 DD0822.by the Center for Operational Oceanographic Products and Services.
 DD0822
 DD0822.The geoid height was determined by GEOID03.
 DD0822
 DD0822.The dynamic height is computed by dividing the NAVD 88
 DD0822.geopotential number by the normal gravity value computed on the
 DD0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0822.degrees latitude (g = 980.6199 gals.).
 DD0822
 DD0822.The modeled gravity was interpolated from observed gravity values.
 DD0822.The observed gravity was obtained from relative gravimeter ties
 DD0822.to the IGSN71 gravity network.
 DD0822
 DD0822;                    North         East    Units  Estimated Accuracy
 DD0822;SPC SC       -   210,610.      802,240.      MT  (+/- 180 meters Scaled)
 DD0822
 DD0822                          SUPERSEDED SURVEY CONTROL
 DD0822
 DD0822  NGVD 29 (03/21/89)    6.996  (m)           22.95   (f) ADJUSTED    1 2
 DD0822
 DD0822.Superseded values are not recommended for survey control.
 DD0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0822.See file dsdata.txt to determine how the superseded data were derived.
 DD0822
 DD0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT926324(NAD 83)
 DD0822_MARKER: DJ = TIDAL STATION DISK
 DD0822_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD0822_SP_SET: CURB
 DD0822_STAMPING: 0854 A 1976
 DD0822_MARK LOGO: NOS   
 DD0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0822+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DD0822
 DD0822  HISTORY     - Date     Condition        Report By
 DD0822  HISTORY     - 1976     MONUMENTED       NOS
 DD0822  HISTORY     - 1979     GOOD             NGS
 DD0822  HISTORY     - 1986     GOOD             SCGS
 DD0822  HISTORY     - 19920717 GOOD             NGS
 DD0822  HISTORY     - 19970708 GOOD             SCGS
 DD0822
 DD0822                          STATION DESCRIPTION
 DD0822
 DD0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0822'2.8 MI NW FROM MYRTLE BEACH.
 DD0822'THE MARK IS 1 FT ABOVE THE ROAD.
 DD0822'ABOUT 0.1 MILE NORTHWEST ALONG NINTH AVENUE FROM ITS JUNCTION WITH
 DD0822'KINGS HIGHWAY (U.S. HIGHWAY 17) IN MYRTLE BEACH, THENCE ABOUT 0.2
 DD0822'MILE SOUTHWEST ALONG BROADWAY STREET, THENCE 2.1 MILES NORTHWEST
 DD0822'ALONG U.S. HIGHWAY 501 (MAIN STREET), AND THENCE 0.4 MILE NORTHWEST
 DD0822'ALONG A PAVED ROAD LEADING TO THE SEABOARD COAST LINE RAILROAD DRAW
 DD0822'BRIDGE OVER THE INTERCOASTAL WATERWAY.  SET IN THE NORTHEAST CORNER
 DD0822'OF THE BRIDGE WALKWAY, 48 FEET NORTHWEST OF THE CENTERLINE OF THE
 DD0822'ROAD AT THE CURVE, 38.5 FEET NORTHEAST OF POWER POLE NUMBER B 57
 DD0822'WITH THREE TRANSFORMERS, 6 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT
 DD0822'SOUTHWEST OF THE NORTHEAST CORNER OF THE OLD ROAD BRIDGE.
 DD0822
 DD0822                          STATION RECOVERY (1986)
 DD0822
 DD0822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0822'THE MARK IS 0.30 M ABOVE ROAD.
 DD0822'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  3.6 KM
 DD0822'(2.25 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM THE
 DD0822'JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE BEACH,
 DD0822'THENCE 0.6 KM (0.4 MI) NORTHWEST ALONG STATE ROAD 40, SET IN THE
 DD0822'NORTHEAST CORNER OF A DRAWBRIDGE OVER THE INTRACOASTAL WATERWAY.
 DD0822
 DD0822                          STATION RECOVERY (1992)
 DD0822
 DD0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0822'0.2 KM (0.10 MI) NORTHWESTERLY ALONG NINTH AVENUE FROM THE JUNCTION
 DD0822'OF KINGS HIGHWAY (U.S. HIGHWAY 17 BUSINESS) IN MYRTLE BEACH, THENCE
 DD0822'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG BROADWAY STREET, THENCE 3.4 KM
 DD0822'(2.10 MI) NOTHWESTERLY ALONG U.S. HIGHWAY 501, THENCE 0.4 KM (0.25
 DD0822'MI) NORTHWESTERLY ALONG A PAVED ROAD LEADING TO A RAILROAD DRAW
 DD0822'BRIDGE (ABANDONED), IN TOP OF AND 0.5 M (1.6 FT) NORTHWEST OF THE
 DD0822'SOUTHEAST END OF THE NORTHEAST CONCRETE CURB OF THE BRIDGE, 11.1 M
 DD0822'(36.4 FT) NORTHWEST OF THE CENTER OF THE ROAD, 11.0 M (36.1 FT)
 DD0822'NORTHEAST OF UTILITY POLE NUMBER 20864 WITH 3 TRANSFORMERS, 3.5 M
 DD0822'(11.5 FT) NORTHEAST OF THE CENTER OF THE BRIDGE, AND 0.3 M (1.0 FT)
 DD0822'ABOVE THE LEVEL OF THE ROAD.
 DD0822
 DD0822                          STATION RECOVERY (1997)
 DD0822
 DD0822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD0822'STATION IS LOCATED 2.65 MILES (4.26 KM) NORTHWEST OF MYRTLE BEACH,
 DD0822'11.1 MILES (17.9 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR
 DD0822'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD0822'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD0822'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM)
 DD0822'NORTHWEST OF MYRTLE BEACH, GO NORTHWEST ON HIGHWAY 501 FOR 0.2 MILE
 DD0822'(0.3 KM) TO A FRONTAGE ROAD CONNECTOR RIGHT, TURN RIGHT ON THE
 DD0822'CONNECTOR ROAD THEN LEFT ON FRONTAGE ROAD FOR 0.35 MILE (0.56 KM) TO
 DD0822'THE STATION ON THE RIGHT IN THE SOUTHEAST END OF THE NORTHEAST CURB OF
 DD0822'THE RAMP LEADING TO A DRAW BRIDGE IN THE PROCESS OF BEING REFURBISHED.
 DD0822'STATION IS A DRILL MARK IN CURB OF BRIDGE AND 1.0 FOOT (0.3 M) ABOVE
 DD0822'THE RAMP OF BRIDGE, 53.0 FEET (16.2 M) NORTH OF THE CENTER OF THE
 DD0822'ROAD, 36.3 FEET (11.1 M) EAST NORTHEAST OF A POWER POLE NUMBER 20864
 DD0822'WITH THREE GUY WIRES AND THREE TRANSFORMERS, 0.7 FOOT (21.3 CM) WEST
 DD0822'OF THE SOUTH CORNER OF THE NORTHEAST GUARDRAIL, 11.3 FEET (3.4 M) EAST
 DD0822'NORTHEAST OF THE CENTER OF THE RAMP, 159.8 FEET (48.7 M) NORTHEAST OF
 DD0822'TIDAL STATION 866 0854 B TIDAL, 1.2 FEET (0.4 M) WEST NORTHWEST OF A
 DD0822'WITNESS POST.  RECOVERED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0823 ***********************************************************************
 DD0823  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0823  DESIGNATION -  866 0854 B TIDAL
 DD0823  PID         -  DD0823
 DD0823  STATE/COUNTY-  SC/HORRY
 DD0823  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0823
 DD0823                         *CURRENT SURVEY CONTROL
 DD0823  ___________________________________________________________________
 DD0823* NAD 83(1986)-  33 42 50.     (N)    078 55 16.     (W)     SCALED    
 DD0823* NAVD 88     -         6.806  (meters)      22.33   (feet)  ADJUSTED  
 DD0823  ___________________________________________________________________
 DD0823  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DD0823  DYNAMIC HT  -           6.799 (meters)      22.31  (feet)  COMP
 DD0823  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 DD0823
 DD0823  VERT ORDER  -  FIRST     CLASS II
 DD0823
 DD0823.The horizontal coordinates were scaled from a topographic map and have
 DD0823.an estimated accuracy of +/- 6 seconds.
 DD0823
 DD0823.The orthometric height was determined by differential leveling
 DD0823.and adjusted by the National Geodetic Survey in June 1991..
 DD0823.WARNING-Repeat measurements at this control monument indicate possible
 DD0823.vertical movement.
 DD0823
 DD0823.This Tidal Bench Mark is designated as VM 3732
 DD0823.by the Center for Operational Oceanographic Products and Services.
 DD0823
 DD0823.The geoid height was determined by GEOID03.
 DD0823
 DD0823.The dynamic height is computed by dividing the NAVD 88
 DD0823.geopotential number by the normal gravity value computed on the
 DD0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0823.degrees latitude (g = 980.6199 gals.).
 DD0823
 DD0823.The modeled gravity was interpolated from observed gravity values.
 DD0823
 DD0823;                    North         East    Units  Estimated Accuracy
 DD0823;SPC SC       -   210,480.      802,250.      MT  (+/- 180 meters Scaled)
 DD0823
 DD0823                          SUPERSEDED SURVEY CONTROL
 DD0823
 DD0823  NGVD 29 (03/21/89)    7.116  (m)           23.35   (f) ADJUSTED    1 2
 DD0823
 DD0823.Superseded values are not recommended for survey control.
 DD0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0823.See file dsdata.txt to determine how the superseded data were derived.
 DD0823
 DD0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT926323(NAD 83)
 DD0823_MARKER: DJ = TIDAL STATION DISK
 DD0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD0823_SP_SET: PILE CAP
 DD0823_STAMPING: 0854 B 1976
 DD0823_MARK LOGO: NOS   
 DD0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0823+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DD0823
 DD0823  HISTORY     - Date     Condition        Report By
 DD0823  HISTORY     - 1976     MONUMENTED       NOS
 DD0823  HISTORY     - 1979     GOOD             NGS
 DD0823  HISTORY     - 1986     GOOD             SCGS
 DD0823  HISTORY     - 19920717 GOOD             NGS
 DD0823  HISTORY     - 19970708 GOOD             SCGS
 DD0823
 DD0823                          STATION DESCRIPTION
 DD0823
 DD0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0823'2.6 MI NW FROM MYRTLE BEACH.
 DD0823'THE MARK IS 2 FT ABOVE THE ROAD.
 DD0823'0.1 MILE NORTHWEST ALONG NINTH AVENUE FROM ITS JUNCTION WITH KINGS
 DD0823'HIGHWAY (U.S. HIGHWAY 17) IN MYRTLE BEACH, THENCE 0.2 MILE SOUTHWEST
 DD0823'ALONG BROADWAY STREET, THENCE 2.1 MILES NORTHWEST ALONG U.S.
 DD0823'HIGHWAY 501, AND THENCE 0.2 MILE NORTHWEST ALONG A PAVED ROAD LEADING
 DD0823'TO THE SEABOARD COAST LINE RAILROAD DRAW BRIDGE OVER THE INTERCOASTAL
 DD0823'WATERWAY.  SET ON TOP OF THE BASE OF THE CONCRETE PIER, 23.5 FEET
 DD0823'SOUTHEAST OF THE CENTER OF THE PAVED ROAD UNDER A BRIDGE, 18 FEET
 DD0823'SOUTHWEST OF THE NORTH PIER, AND 5.5 FEET NORTHEAST OF THE COASTAL
 DD0823'PIER.
 DD0823
 DD0823                          STATION RECOVERY (1986)
 DD0823
 DD0823'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0823'THE MARK IS 0.90 M ABOVE ROAD.
 DD0823'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  3.6 KM
 DD0823'(2.25 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM THE
 DD0823'JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE BEACH,
 DD0823'THENCE 0.7 KM (0.45 MI) NORTHWEST ALONG STATE ROAD 40, SET NEAR THE
 DD0823'CENTER PIER IN THE FOUNDATION OF THE SECOND ROW OF PIERS FROM THE
 DD0823'SOUTH END OF THE U.S. HIGHWAY 501 BRIDGE OVER THE INTRACOASTAL
 DD0823'WATERWAY.
 DD0823
 DD0823                          STATION RECOVERY (1992)
 DD0823
 DD0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0823'0.2 KM (0.10 MI) NORTHWESTERLY ALONG NINTH AVENUE FROM THE JUNCTION
 DD0823'OF KINGS HIGHWAY (U.S. HIGHWAY 17 BUSINESS) IN MYRTLE BEACH, THENCE
 DD0823'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG BROADWAY STREET, THENCE 3.4 KM
 DD0823'(2.10 MI) NOTHWESTERLY ALONG U.S. HIGHWAY 501, THENCE 0.4 KM (0.25
 DD0823'MI) NORTHWESTERLY ALONG A PAVED ROAD LEADING TO A RAILROAD BRIDGE
 DD0823'(ABANDONED), IN TOP OF AND 1.7 M (5.6 FT) NORTHEAST OF THE SOUTHWEST
 DD0823'END OF A CONCRETE PILE CAP FOR THE CENTER PIER OF A HIGHWAY BRIDGE
 DD0823'SPANNING THE INTRACOASTAL WATERWAY, 7.5 M (24.6 FT) SOUTHEAST OF THE
 DD0823'CENTER OF THE ROAD, 5.4 M (17.7 FT) SOUTHWEST OF THE NORTHEAST PILE
 DD0823'CAP OF THE NORTH PIER, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 DD0823'ROAD.
 DD0823
 DD0823                          STATION RECOVERY (1997)
 DD0823
 DD0823'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD0823'STATION IS LOCATED 2.6 MILES (4.2 KM) NORTHWEST OF MYRTLE BEACH, 11.15
 DD0823'MILES (17.94 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD0823'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD0823'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD0823'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM)
 DD0823'NORTHWEST OF MYRTLE BEACH, GO NORTHWEST ON HIGHWAY 501 FOR 0.2 MILE
 DD0823'(0.3 KM) TO A FRONTAGE ROAD CONNECTOR RIGHT, TURN RIGHT ON THE
 DD0823'CONNECTOR ROAD THEN LEFT ON FRONTAGE ROAD FOR 0.4 MILE (0.6 KM) TO THE
 DD0823'STATION ON THE LEFT IN THE PILE CAP NEAR THE CENTER PIER OF THE BRIDGE
 DD0823'OVER THE INTRACOASTAL WATERWAY.  STATION IS A DISK IN DRILL HOLE IN A
 DD0823'PILE CAP AND 2.0 FEET (0.6 M) ABOVE THE ROAD, 23.0 FEET (7.0 M) SOUTH
 DD0823'SOUTHEAST OF THE CENTER OF THE ROAD, 6.1 FEET (1.9 M) EAST NORTHEAST
 DD0823'OF THE NORTH CORNER OF THE CENTER BRIDGE PIER, 18.0 FEET (5.5 M)
 DD0823'SOUTHWEST OF THE WEST CORNER OF THE NORTHEAST BRIDGE PIER, 159.8 FEET
 DD0823'(48.7 M) SOUTHWEST OF TIDAL STATION 866 0854 A TIDAL, 1.6 FEET (0.5 M)
 DD0823'SOUTH SOUTHEAST OF A WITNESS POST AT THE NORTHWEST EDGE OF THE PILE
 DD0823'CAP.  RECOVERED BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0824 ***********************************************************************
 DD0824  DESIGNATION -  866 0854 C TIDAL
 DD0824  PID         -  DD0824
 DD0824  STATE/COUNTY-  SC/HORRY
 DD0824  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0824
 DD0824                         *CURRENT SURVEY CONTROL
 DD0824  ___________________________________________________________________
 DD0824* NAD 83(1986)-  33 42 47.     (N)    078 55 11.     (W)     SCALED    
 DD0824* NAVD 88     -         6.050  (meters)      19.85   (feet)  ADJUSTED  
 DD0824  ___________________________________________________________________
 DD0824  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DD0824  DYNAMIC HT  -           6.044 (meters)      19.83  (feet)  COMP
 DD0824  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 DD0824
 DD0824  VERT ORDER  -  FIRST     CLASS II
 DD0824
 DD0824.The horizontal coordinates were scaled from a topographic map and have
 DD0824.an estimated accuracy of +/- 6 seconds.
 DD0824
 DD0824.The orthometric height was determined by differential leveling
 DD0824.and adjusted by the National Geodetic Survey in June 1991..
 DD0824
 DD0824.The geoid height was determined by GEOID03.
 DD0824
 DD0824.The dynamic height is computed by dividing the NAVD 88
 DD0824.geopotential number by the normal gravity value computed on the
 DD0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0824.degrees latitude (g = 980.6199 gals.).
 DD0824
 DD0824.The modeled gravity was interpolated from observed gravity values.
 DD0824
 DD0824;                    North         East    Units  Estimated Accuracy
 DD0824;SPC SC       -   210,390.      802,380.      MT  (+/- 180 meters Scaled)
 DD0824
 DD0824                          SUPERSEDED SURVEY CONTROL
 DD0824
 DD0824  NGVD 29 (03/21/89)    6.360  (m)           20.87   (f) ADJUSTED    1 2
 DD0824
 DD0824.Superseded values are not recommended for survey control.
 DD0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0824.See file dsdata.txt to determine how the superseded data were derived.
 DD0824
 DD0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT927322(NAD 83)
 DD0824_MARKER: DJ = TIDAL STATION DISK
 DD0824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0824_SP_SET: COPPER-CLAD STEEL ROD
 DD0824_STAMPING: 0854 C 1976
 DD0824_PROJECTION: FLUSH
 DD0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0824_ROD/PIPE-DEPTH: 4.57 meters
 DD0824
 DD0824  HISTORY     - Date     Condition        Report By
 DD0824  HISTORY     - 1976     MONUMENTED       NOS
 DD0824  HISTORY     - 1979     GOOD             NGS
 DD0824  HISTORY     - 1986     MARK NOT FOUND   SCGS
 DD0824  HISTORY     - 19920717 MARK NOT FOUND   NGS
 DD0824  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD0824  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD0824
 DD0824                          STATION DESCRIPTION
 DD0824
 DD0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0824'2.6 MI SW FROM MYRTLE BEACH.
 DD0824'0.1 MILE NORTHWEST ALONG NINTH AVENUE FROM ITS JUNCTION WITH KINGS
 DD0824'HIGHWAY (U.S. HIGHWAY 17) IN MYRTLE BEACH, THENCE 0.2 MILE SOUTHWEST
 DD0824'ALONG BROADWAY STREET, THENCE 2.1 MILES NORTHWEST ALONG U.S. HIGHWAY
 DD0824'501, AND THENCE 0.2 MILE NORTHWEST ALONG A PAVED ROAD LEADING TO THE
 DD0824'SEABOARD COAST LINE RAILROAD DRAW BRIDGE OVER THE INTERCOASTAL
 DD0824'WATERWAY, 318 FEET NORTH OF BENCH MARK 866-0854-D TIDAL, 39 FEET
 DD0824'NORTHEAST OF THE CENTERLINE OF THE ROAD, 17.8 FEET NORTHWEST OF THE
 DD0824'CENTER OF A DRIVEWAY LEADING TO A MOBILE HOME PARK, 15.8 FEET
 DD0824'NORTHEAST OF THE NORTHEAST RAIL, 29.8 FEET WEST OF POWER POLE NUMBER
 DD0824'9, AND 9.2 FEET NORTHEAST OF THE CENTER OF A RAILROAD CROSSING SIGNAL.
 DD0824'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0824
 DD0824                          STATION RECOVERY (1986)
 DD0824
 DD0824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0824'NOT RECOVERED, BELIEVED TO BE DESTROYED, ALL REFERENCE ARE STILL
 DD0824'THERE, CONCRETE FRAGMENTS FOUND AT THE POINT MEASUREMENT CAME TO.
 DD0824
 DD0824                          STATION RECOVERY (1992)
 DD0824
 DD0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0824'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DD0824
 DD0824                          STATION RECOVERY (2004)
 DD0824
 DD0824'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0824'MARK NOT FOUND.
 DD0824
 DD0824                          STATION RECOVERY (2005)
 DD0824
 DD0824'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0825 ***********************************************************************
 DD0825  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0825  DESIGNATION -  866 0854 D TIDAL
 DD0825  PID         -  DD0825
 DD0825  STATE/COUNTY-  SC/HORRY
 DD0825  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0825
 DD0825                         *CURRENT SURVEY CONTROL
 DD0825  ___________________________________________________________________
 DD0825* NAD 83(1986)-  33 42 48.     (N)    078 55 12.     (W)     SCALED    
 DD0825* NAVD 88     -         6.420  (meters)      21.06   (feet)  ADJUSTED  
 DD0825  ___________________________________________________________________
 DD0825  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DD0825  DYNAMIC HT  -           6.413 (meters)      21.04  (feet)  COMP
 DD0825  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 DD0825
 DD0825  VERT ORDER  -  FIRST     CLASS II
 DD0825
 DD0825.The horizontal coordinates were scaled from a topographic map and have
 DD0825.an estimated accuracy of +/- 6 seconds.
 DD0825
 DD0825.The orthometric height was determined by differential leveling
 DD0825.and adjusted by the National Geodetic Survey in June 1991..
 DD0825.WARNING-Repeat measurements at this control monument indicate possible
 DD0825.vertical movement.
 DD0825
 DD0825.This Tidal Bench Mark is designated as VM 3733
 DD0825.by the Center for Operational Oceanographic Products and Services.
 DD0825
 DD0825.The geoid height was determined by GEOID03.
 DD0825
 DD0825.The dynamic height is computed by dividing the NAVD 88
 DD0825.geopotential number by the normal gravity value computed on the
 DD0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0825.degrees latitude (g = 980.6199 gals.).
 DD0825
 DD0825.The modeled gravity was interpolated from observed gravity values.
 DD0825
 DD0825;                    North         East    Units  Estimated Accuracy
 DD0825;SPC SC       -   210,420.      802,350.      MT  (+/- 180 meters Scaled)
 DD0825
 DD0825                          SUPERSEDED SURVEY CONTROL
 DD0825
 DD0825  NGVD 29 (03/21/89)    6.729  (m)           22.08   (f) ADJUSTED    1 2
 DD0825
 DD0825.Superseded values are not recommended for survey control.
 DD0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0825.See file dsdata.txt to determine how the superseded data were derived.
 DD0825
 DD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT927323(NAD 83)
 DD0825_MARKER: DJ = TIDAL STATION DISK
 DD0825_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0825_SP_SET: COPPER-CLAD STEEL ROD
 DD0825_STAMPING: 0854 D 1976
 DD0825_MARK LOGO: NOS   
 DD0825_PROJECTION: FLUSH
 DD0825_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0825+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DD0825_ROD/PIPE-DEPTH: 4.57 meters
 DD0825
 DD0825  HISTORY     - Date     Condition        Report By
 DD0825  HISTORY     - 1976     MONUMENTED       NOS
 DD0825  HISTORY     - 1979     GOOD             NGS
 DD0825  HISTORY     - 1986     GOOD             SCGS
 DD0825  HISTORY     - 19920717 GOOD             NGS
 DD0825  HISTORY     - 19970708 GOOD             SCGS
 DD0825
 DD0825                          STATION DESCRIPTION
 DD0825
 DD0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0825'2.6 MI NW FROM MYRTLE BEACH.
 DD0825'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0825'0.1 MILE NORTHWEST ALONG NINTH AVENUE FROM ITS JUNCTION WITH KINGS
 DD0825'HIGHWAY (U.S. HIGHWAY 17) IN MYRTLE BEACH, THENCE 0.2 MILE SOUTHWEST
 DD0825'ALONG BROADWAY STREET, THENCE 2.1 MILES NORTHWEST ALONG U.S. HIGHWAY
 DD0825'501, AND THENCE 0.2 MILE NORTHWEST ALONG A PAVED ROAD LEADING TO THE
 DD0825'SEABOARD COAST LINE RAILROAD DRAW BRIDGE OVER THE INTERCOASTAL
 DD0825'WATERWAY, 65 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST
 DD0825'RAIL, 36.4 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 6 FEET SOUTHWEST
 DD0825'OF A DRAINAGE DITCH, AND 3.7 FEET NORTHWEST OF POWER POLE NUMBER
 DD0825'B 55.
 DD0825
 DD0825                          STATION RECOVERY (1986)
 DD0825
 DD0825'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0825'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD0825'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  3.6 KM
 DD0825'(2.25 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM THE
 DD0825'JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE BEACH,
 DD0825'THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG STATE ROAD 40, SET NEAR A POWER
 DD0825'POLE, 0.2 KM (0.1 MI) SOUTHEAST OF A DRAWBRIDGE OVER THE INTRACOASTAL
 DD0825'WATERWAY, 1.19 METERS (3.9 FT) NORTH NORTHWEST OF THE POWER POLE B55,
 DD0825'10.9 METERS (35.76 FT) SOUTH SOUTHWEST OF THE CENTER OF THE STATE
 DD0825'ROAD, 41.1 METERS (138.84 FT) SOUTHWEST OF A FIRE HYDRANT.
 DD0825'THE MARK IS 0.36 METERS  ENE FROM A WITNESS POST.
 DD0825
 DD0825                          STATION RECOVERY (1992)
 DD0825
 DD0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0825'0.2 KM (0.10 MI) NORTHWESTERLY ALONG NINTH AVENUE FROM THE JUNCTION
 DD0825'OF KINGS HIGHWAY (U.S. HIGHWAY 17 BUSINESS) IN MYRTLE BEACH, THENCE
 DD0825'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG BROADWAY STREET, THENCE 3.4 KM
 DD0825'(2.10 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501, THENCE 0.3 KM (0.20
 DD0825'MI) NORTHWESTERLY ALONG A PAVED ROAD LEADING TO A RAILROAD BRIDGE
 DD0825'(ABANDONED), 11.1 M (36.4 FT) SOUTHWEST OF THE ROAD CENTER, 1.1 M
 DD0825'(3.6 FT) NORTHWEST OF UTILITY POLE NUMBER B 55, 0.3 M (1.0 FT) BELOW
 DD0825'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 DD0825'POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH
 DD0825'WITH THE GROUND SURFACE.
 DD0825
 DD0825                          STATION RECOVERY (1997)
 DD0825
 DD0825'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD0825'STATION IS LOCATED 2.55 MILES (4.10 KM) NORTHWEST OF MYRTLE BEACH,
 DD0825'11.25 MILES (18.10 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD0825'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202,PHONE
 DD0825'803-737-1350.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 DD0825'HIGHWAY 17 (MARK GARNER HIGHWAY) AND U.S.  HIGHWAY 501, 2.1 MILES (3.4
 DD0825'KM) NORTHWEST OF MYRTLE BEACH, GO NORTHWEST ON HIGHWAY 501 FOR 0.2
 DD0825'MILE (0.3 KM) TO A FRONTAGE ROAD CONNECTOR RIGHT, TURN RIGHT ON
 DD0825'CONNECTOR ROAD, THEN LEFT ON FRONTAGE ROAD FOR 0.25 MILE (0.40 KM) TO
 DD0825'THE STATION ON THE LEFT NEAR A POWER POLE.  STATION IS A DISK ATTACHED
 DD0825'TO A COPPER-CLAD ROD RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE
 DD0825'ROAD, 36.4 FEET (11.1 M) SOUTHWEST OF THE CENTER OF THE ROAD, 3.9 FEET
 DD0825'(1.2 M) NORTH NORTHWEST OF A POWER POLE NUMBER 29862. 133.7 FEET (40.8
 DD0825'M) SOUTHWEST OF A FIRE HYDRANT, 111.1 FEET (33.9 M) WEST OF A SIGN
 DD0825'POST FOR BRIDGEPORT SUBDIVISION IN MEDIAN OF PAVED ROAD RIGHT, 66.3
 DD0825'FEET (20.2 M) SOUTHWEST OF THE SOUTHWEST MOST RAILROAD TRACK, 0.7 FOOT
 DD0825'(21.3 CM) SOUTHEAST OF A WITNESS POST. RECOVERED BY C.E.  GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0826 ***********************************************************************
 DD0826  DESIGNATION -  866 0854 E TIDAL
 DD0826  PID         -  DD0826
 DD0826  STATE/COUNTY-  SC/HORRY
 DD0826  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0826
 DD0826                         *CURRENT SURVEY CONTROL
 DD0826  ___________________________________________________________________
 DD0826* NAD 83(1986)-  33 42 47.     (N)    078 55 07.     (W)     SCALED    
 DD0826* NAVD 88     -         6.300  (meters)      20.67   (feet)  ADJUSTED  
 DD0826  ___________________________________________________________________
 DD0826  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DD0826  DYNAMIC HT  -           6.294 (meters)      20.65  (feet)  COMP
 DD0826  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 DD0826
 DD0826  VERT ORDER  -  FIRST     CLASS II
 DD0826
 DD0826.The horizontal coordinates were scaled from a topographic map and have
 DD0826.an estimated accuracy of +/- 6 seconds.
 DD0826
 DD0826.The orthometric height was determined by differential leveling
 DD0826.and adjusted by the National Geodetic Survey in June 1991..
 DD0826
 DD0826.The geoid height was determined by GEOID03.
 DD0826
 DD0826.The dynamic height is computed by dividing the NAVD 88
 DD0826.geopotential number by the normal gravity value computed on the
 DD0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0826.degrees latitude (g = 980.6199 gals.).
 DD0826
 DD0826.The modeled gravity was interpolated from observed gravity values.
 DD0826
 DD0826;                    North         East    Units  Estimated Accuracy
 DD0826;SPC SC       -   210,400.      802,480.      MT  (+/- 180 meters Scaled)
 DD0826
 DD0826                          SUPERSEDED SURVEY CONTROL
 DD0826
 DD0826  NGVD 29 (03/21/89)    6.610  (m)           21.69   (f) ADJUSTED    1 2
 DD0826
 DD0826.Superseded values are not recommended for survey control.
 DD0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0826.See file dsdata.txt to determine how the superseded data were derived.
 DD0826
 DD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT928322(NAD 83)
 DD0826_MARKER: DJ = TIDAL STATION DISK
 DD0826_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0826_SP_SET: COPPER-CLAD STEEL ROD
 DD0826_STAMPING: 866-0854 E 1976
 DD0826_PROJECTION: FLUSH
 DD0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0826_ROD/PIPE-DEPTH: 6.10 meters
 DD0826
 DD0826  HISTORY     - Date     Condition        Report By
 DD0826  HISTORY     - 1976     MONUMENTED       NOS
 DD0826  HISTORY     - 1979     GOOD             NGS
 DD0826  HISTORY     - 1986     MARK NOT FOUND   SCGS
 DD0826  HISTORY     - 19920717 MARK NOT FOUND   NGS
 DD0826  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD0826  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD0826
 DD0826                          STATION DESCRIPTION
 DD0826
 DD0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0826'2.6 MI NW FROM MYRTLE BEACH.
 DD0826'ABOUT 0.1 MILE NORTHWEST ALONG NINTH AVENUE FROM ITS JUNCTION WITH
 DD0826'KINGS HIGHWAY (U.S. HIGHWAY 17) IN MYRTLE BEACH, THENCE 0.2 MILE
 DD0826'SOUTHWEST ALONG BROADWAY STREET, THENCE 2.1 MILES NORTHWEST ALONG
 DD0826'U.S. HIGHWAY 501, AND THENCE 0.2 MILE NORTHWEST ALONG A PAVED ROAD
 DD0826'LEADING THE SEABOARD COAST LINE RAILROAD DRAW BRIDGE OVER THE
 DD0826'INTERCOASTAL WATERWAY, 0.2 MILE SOUTHEAST OF THE DRAW BRIDGE, 138
 DD0826'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 DD0826'62 FEET NORTH OF POWER POLE NUMBER B 53, 61 FEET NORTHWEST OF THE
 DD0826'CENTER OF A DIRT ROAD LEADING NORTH, 35.5 FEET SOUTH OF THE SOUTH
 DD0826'RAIL, 24 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 3.5
 DD0826'FEET SOUTH OF A POWER POLE WITH A GUY WIRE.
 DD0826'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
 DD0826
 DD0826                          STATION RECOVERY (1986)
 DD0826
 DD0826'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0826'NOT RECOVERED, BELIEVED TO BE DESTROYED AND REPLACED WITH TIDAL BENCH
 DD0826'MARK 866 0854 F TIDAL.
 DD0826
 DD0826                          STATION RECOVERY (1992)
 DD0826
 DD0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0826'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DD0826
 DD0826                          STATION RECOVERY (2004)
 DD0826
 DD0826'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0826'MARK NOT FOUND.
 DD0826
 DD0826                          STATION RECOVERY (2005)
 DD0826
 DD0826'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1578 ***********************************************************************
 DD1578  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1578  DESIGNATION -  866 0854 F TIDAL
 DD1578  PID         -  DD1578
 DD1578  STATE/COUNTY-  SC/HORRY
 DD1578  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1578
 DD1578                         *CURRENT SURVEY CONTROL
 DD1578  ___________________________________________________________________
 DD1578* NAD 83(2001)-  33 42 44.61749(N)    078 55 05.50685(W)     ADJUSTED  
 DD1578* NAVD 88     -         6.027  (meters)      19.77   (feet)  ADJUSTED  
 DD1578  ___________________________________________________________________
 DD1578  X           -   1,020,830.319 (meters)                     COMP
 DD1578  Y           -  -5,211,976.710 (meters)                     COMP
 DD1578  Z           -   3,519,938.719 (meters)                     COMP
 DD1578  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DD1578  ELLIP HEIGHT-         -28.59  (meters)          (03/13/03) GPS OBS
 DD1578  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DD1578  DYNAMIC HT  -           6.020 (meters)      19.75  (feet)  COMP
 DD1578  MODELED GRAV-     979,620.2   (mgal)                       NAVD 88
 DD1578
 DD1578  HORZ ORDER  -  FIRST
 DD1578  VERT ORDER  -  FIRST     CLASS II
 DD1578  ELLP ORDER  -  FOURTH    CLASS II
 DD1578
 DD1578.The horizontal coordinates were established by GPS observations
 DD1578.and adjusted by the National Geodetic Survey in March 2003..
 DD1578
 DD1578.The orthometric height was determined by differential leveling
 DD1578.and adjusted by the National Geodetic Survey in June 1991..
 DD1578
 DD1578.This Tidal Bench Mark is designated as VM 3734
 DD1578.by the Center for Operational Oceanographic Products and Services.
 DD1578
 DD1578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1578
 DD1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1578
 DD1578.The ellipsoidal height was determined by GPS observations
 DD1578.and is referenced to NAD 83.
 DD1578
 DD1578.The geoid height was determined by GEOID03.
 DD1578
 DD1578.The dynamic height is computed by dividing the NAVD 88
 DD1578.geopotential number by the normal gravity value computed on the
 DD1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1578.degrees latitude (g = 980.6199 gals.).
 DD1578
 DD1578.The modeled gravity was interpolated from observed gravity values.
 DD1578
 DD1578;                    North         East     Units Scale Factor Converg.
 DD1578;SPC SC       -   210,323.302   802,519.925   MT  0.99979394   +1 09 14.9
 DD1578;SPC SC       -   690,037.08  2,632,939.39   iFT  0.99979394   +1 09 14.9
 DD1578;UTM  17      - 3,732,213.201   692,911.974   MT  1.00005881   +1 09 20.9
 DD1578
 DD1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1578!SPC SC       -   1.00000449  x   0.99979394  =   0.99979843
 DD1578!UTM  17      -   1.00000449  x   1.00005881  =   1.00006330
 DD1578
 DD1578:                Primary Azimuth Mark                     Grid Az
 DD1578:SPC SC       -  HERKIMER                                 150 35 43.0
 DD1578:UTM  17      -  HERKIMER                                 150 35 37.0
 DD1578
 DD1578|---------------------------------------------------------------------|
 DD1578| PID    Reference Object                     Distance      Geod. Az  |
 DD1578|                                                           dddmmss.s |
 DD1578| AE8328 HERKIMER                            449.982 METERS 1514457.9 |
 DD1578|---------------------------------------------------------------------|
 DD1578
 DD1578                          SUPERSEDED SURVEY CONTROL
 DD1578
 DD1578  NAD 83(1995)-  33 42 44.61763(N)    078 55 05.50670(W) AD(       ) 1
 DD1578  ELLIP H (12/20/99)  -28.61   (m)                       GP(       ) 4 1
 DD1578  NAD 83(1986)-  33 42 44.62616(N)    078 55 05.51233(W) AD(       ) 1
 DD1578  NAVD 88 (04/10/98)    6.03   (m)           19.8    (f) LEVELING    3  
 DD1578  NGVD 29 (03/21/89)    6.336  (m)           20.79   (f) ADJUSTED    1 2
 DD1578
 DD1578.Superseded values are not recommended for survey control.
 DD1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1578.See file dsdata.txt to determine how the superseded data were derived.
 DD1578
 DD1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9291232213(NAD 83)
 DD1578_MARKER: DJ = TIDAL STATION DISK
 DD1578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1578_SP_SET: STAINLESS STEEL ROD
 DD1578_STAMPING: 0854 F 1982
 DD1578_MARK LOGO: NOS   
 DD1578_PROJECTION: FLUSH
 DD1578_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1578+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DD1578_ROD/PIPE-DEPTH: 14.6 meters
 DD1578
 DD1578  HISTORY     - Date     Condition        Report By
 DD1578  HISTORY     - 1982     MONUMENTED       NOS
 DD1578  HISTORY     - 1986     GOOD             SCGS
 DD1578  HISTORY     - 19920717 GOOD             NGS
 DD1578  HISTORY     - 19970708 GOOD             SCGS
 DD1578
 DD1578                          STATION DESCRIPTION
 DD1578
 DD1578'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1578'3.9 KM (2.4 MI) NW FROM MYRTLE BEACH.
 DD1578'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1578'3.6 KM (2.25 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1578'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1578'BEACH, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG STATE ROAD 40, SET NEAR
 DD1578'A POWER POLE IN THE NORTH ANGLE OF A SAND ROAD LEADING NORTHEAST,
 DD1578'4.95 METERS (16.24 FT) NORTHEAST OF THE POWER POLE, 11.29 METERS
 DD1578'(37.04 FT) SOUTH SOUTHEAST OF THE CENTER OF THE SAND ROAD, 33.5 METERS
 DD1578'(109.91 FT) EAST NORTHEAST OF THE CENTER OF THE STATE ROAD,
 DD1578'13.7 METERS (44.95 FT) SOUTH SOUTHWEST OF A 24 INCH PINE TREE,
 DD1578'12.92 METERS (42.39 FT) EAST NORTHEAST OF THE EAST RAIL OF A SET OF
 DD1578'RAILROAD TRACKS.
 DD1578'THE MARK IS 0.22 METERS  SW FROM A WITNESS POST.
 DD1578
 DD1578                          STATION RECOVERY (1992)
 DD1578
 DD1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1578'0.2 KM (0.10 MI) NORTHWESTERLY ALONG NINTH AVENUE FROM THE JUNCTION
 DD1578'OF KINGS HIGHWAY (U.S. HIGHWAY 17 BUSINESS) IN MYRTLE BEACH, THENCE
 DD1578'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG BROADWAY STREET, THENCE 3.4 KM
 DD1578'(2.10 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501, THENCE 0.1 KM (0.05
 DD1578'MI) NORTHWESTERLY ALONG A PAVED ROAD LEADING TO A RAILROAD DRAW
 DD1578'BRIDGE (ABANDONED), 32.6 M (107.0 FT) NORTHEAST OF THE CENTER OF THE
 DD1578'ROAD, 13.8 M (45.3 FT) EAST-NORTHEAST OF THE NEAR RAIL, 11.3 M (37.1
 DD1578'FT) NORTHWEST OF THE CENTER OF A DIRT ROAD, 4.8 M (15.7 FT) NORTHEAST
 DD1578'OF UTILITY POLE NUMBER 51990, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DD1578'ROAD, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK
 DD1578'IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW
 DD1578'THE GROUND SURFACE.
 DD1578
 DD1578                          STATION RECOVERY (1997)
 DD1578
 DD1578'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1578'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTHWEST OF MYRTLE BEACH, 11.35
 DD1578'MILES (18.27 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1578'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1578'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1578'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM)
 DD1578'NORTHWEST OF MYRTLE BEACH, GO NORTHWEST ON HIGHWAY 501 FOR 0.2 MILE
 DD1578'(0.3 KM) TO A FRONTAGE ROAD CONNECTOR RIGHT, TURN RIGHT ON THE
 DD1578'CONNECTOR ROAD THEN LEFT ON FRONTAGE ROAD NUMBER 39 FOR 0.15 MILE
 DD1578'(0.24 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN THE
 DD1578'NORTHEAST ANGLE OF A GRAVEL ROAD LEADING EAST NORTHEAST.  STATION IS A
 DD1578'DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.4 FOOT (12.2 CM) AND
 DD1578'LEVEL WITH THE ROAD, 109.2 FEET (33.3 M) NORTHEAST OF THE CENTER OF
 DD1578'THE ROAD, 36.6 FEET (11.2 M) NORTH NORTHWEST OF THE CENTER OF THE
 DD1578'GRAVEL ROAD, 15.8 FEET (4.8 M) NORTHEAST OF A POWER POLE NUMBER 51990
 DD1578'WITH FOUR GUY WIRES, 100.7 FEET (30.7 M) NORTHWEST OF A FIRE HYDRANT,
 DD1578'42.6 FEET (13.0 M) NORTHEAST OF THE NORTHEAST MOST RAIL OF A SET OF
 DD1578'RAILROAD TRACKS, 20.3 FEET (6.2 M) WEST SOUTHWEST OF A WITNESS POST.
 DD1578'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION HERKIMER.  RECOVERED
 DD1578'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1576 ***********************************************************************
 DD1576  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1576  DESIGNATION -  866 0854 G TIDAL
 DD1576  PID         -  DD1576
 DD1576  STATE/COUNTY-  SC/HORRY
 DD1576  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1576
 DD1576                         *CURRENT SURVEY CONTROL
 DD1576  ___________________________________________________________________
 DD1576* NAD 83(1986)-  33 42 40.     (N)    078 55 06.     (W)     SCALED    
 DD1576* NAVD 88     -         6.360  (meters)      20.87   (feet)  ADJUSTED  
 DD1576  ___________________________________________________________________
 DD1576  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DD1576  DYNAMIC HT  -           6.354 (meters)      20.85  (feet)  COMP
 DD1576  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 DD1576
 DD1576  VERT ORDER  -  FIRST     CLASS II
 DD1576
 DD1576.The horizontal coordinates were scaled from a topographic map and have
 DD1576.an estimated accuracy of +/- 6 seconds.
 DD1576
 DD1576.The orthometric height was determined by differential leveling
 DD1576.and adjusted by the National Geodetic Survey in June 1991..
 DD1576
 DD1576.This Tidal Bench Mark is designated as VM 3735
 DD1576.by the Center for Operational Oceanographic Products and Services.
 DD1576
 DD1576.The geoid height was determined by GEOID03.
 DD1576
 DD1576.The dynamic height is computed by dividing the NAVD 88
 DD1576.geopotential number by the normal gravity value computed on the
 DD1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1576.degrees latitude (g = 980.6199 gals.).
 DD1576
 DD1576.The modeled gravity was interpolated from observed gravity values.
 DD1576
 DD1576;                    North         East    Units  Estimated Accuracy
 DD1576;SPC SC       -   210,180.      802,510.      MT  (+/- 180 meters Scaled)
 DD1576
 DD1576                          SUPERSEDED SURVEY CONTROL
 DD1576
 DD1576  NGVD 29 (03/21/89)    6.669  (m)           21.88   (f) ADJUSTED    1 2
 DD1576
 DD1576.Superseded values are not recommended for survey control.
 DD1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1576.See file dsdata.txt to determine how the superseded data were derived.
 DD1576
 DD1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT929320(NAD 83)
 DD1576_MARKER: DJ = TIDAL STATION DISK
 DD1576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1576_SP_SET: STAINLESS STEEL ROD
 DD1576_STAMPING: 0854 G 1982
 DD1576_MARK LOGO: NOS   
 DD1576_PROJECTION: FLUSH
 DD1576_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1576+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DD1576_ROD/PIPE-DEPTH: 11.0 meters
 DD1576
 DD1576  HISTORY     - Date     Condition        Report By
 DD1576  HISTORY     - 1982     MONUMENTED       NOS
 DD1576  HISTORY     - 1986     GOOD             SCGS
 DD1576  HISTORY     - 19920717 GOOD             NGS
 DD1576  HISTORY     - 19970708 GOOD             SCGS
 DD1576
 DD1576                          STATION DESCRIPTION
 DD1576
 DD1576'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1576'4.7 KM (2.95 MI) NW FROM MYRTLE BEACH.
 DD1576'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1576'4.2 KM (2.65 MI) NORTHWEST ALONG U.S. HIGHWAY 501 (MAIN STREET) FROM
 DD1576'THE JUNCTION OF U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) IN MYRTLE
 DD1576'BEACH, SET BETWEEN TWO PALMETTO TREES AT THE SOUTHWEST END OF A CINDER
 DD1576'BLOCK SIGN (WELCOME TO MYRTLE BEACH), 0.5 KM (0.3 MI) SOUTHEAST OF THE
 DD1576'SOUTH END OF THE BRIDGE OVER THE INTRACOASTAL WATERWAY, 36.7 METERS
 DD1576'(120.4 FT) SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DD1576'HIGHWAY, 1.2 METERS (3.93 FT) EAST NORTHEAST OF THE SOUTHWEST MOST
 DD1576'PALMETTO TREE, 5.33 METERS (19.48 FT) WEST NORTHWEST OF A POWER POLE
 DD1576'WITH METER, 1.2 METERS (3.93 FT) SOUTHWEST OF THE SOUTHWEST END OF THE
 DD1576'SIGN, 5.8 METERS (19.02 FT) NORTHWEST OF THE CENTER OF A THREE FOOT
 DD1576'DEEP DITCH.
 DD1576'THE MARK IS 1.08 METERS  NNW FROM A WITNESS POST.
 DD1576
 DD1576                          STATION RECOVERY (1992)
 DD1576
 DD1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1576'0.2 KM (0.10 MI) NORTHWESTERLY ALONG NINTH AVENUE FROM THE JUNCTION
 DD1576'OF KINGS HIGHWAY (U.S. HIGHWAY 17 BUSINESS) IN MYRTLE BEACH, THENCE
 DD1576'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG BROADWAY STREET, THENCE 3.4 KM
 DD1576'(2.10 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 501, 36.7 M (120.4 FT)
 DD1576'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 DD1576'17.7 M (58.1 FT) SOUTHWEST OF THE CENTER OF A FRONTAGE ROAD, 16.6 M
 DD1576'(54.5 FT) WEST-SOUTHWEST OF A UTILITY POLE WITH AN ELECTRIC METER,
 DD1576'2.8 M (9.2 FT) WEST OF WEST LEG OF A BILLBOARD, 2.1 M (6.9 FT)
 DD1576'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SIGN BASE, 1.3 M (4.3 FT)
 DD1576'SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 DD1576'THE FRONTAGE ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE
 DD1576'AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.  THE ROD
 DD1576'DEPTH IS UNKNOWN.
 DD1576
 DD1576                          STATION RECOVERY (1997)
 DD1576
 DD1576'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1576'STATION IS LOCATED 2.4 MILES (3.9 KM) NORTHWEST OF MYRTLE BEACH, 11.4
 DD1576'MILES (18.3 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1576'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1576'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 DD1576'HIGHWAYS 17 (MARK GARNER HIGHWAY) AND 501, 2.1 MILES (3.4 KM)
 DD1576'NORTHWEST OF MYRTLE BEACH, GO NORTHWEST ON HIGHWAY 501 FOR 0.2 MILE
 DD1576'(0.3 KM) TO A FRONTAGE ROAD CONNECTOR RIGHT, TURN RIGHT ON THE
 DD1576'CONNECTOR ROAD THEN LEFT ON FRONTAGE ROAD (STATE ROAD 40) FOR 0.6 MILE
 DD1576'(1.0 KM) TO THE JUNCTION OF STATE ROAD 643, CONTINUE ON ROAD 40 FOR
 DD1576'0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A SINGLE COLUMN
 DD1576'BILLBOARD.  STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD
 DD1576'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 59.0 FEET (18.0 M)
 DD1576'SOUTHWEST OF THE CENTER OF ROAD, 9.2 FEET (2.8 M) WEST OF THE WEST
 DD1576'FACE OF THE SINGLE COLUMN, 54.8 FEET (16.7 M) SOUTH OF THE WEST END OF
 DD1576'A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE FRONTAGE ROAD, 17.1 FEET
 DD1576'(5.2 M) WEST NORTHWEST OF A METER POLE, 6.6 FEET (2.0 M) SOUTHWEST OF
 DD1576'THE WEST CORNER OF A CONCRETE BLOCK PLANTER BED (OLD WELCOME TO MYRTLE
 DD1576'BEACH SIGN) , 4.3 FEET (1.3 M) SOUTHEAST OF A WITNESS POST.  RECOVERED
 DD1576'BY C.E.  GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1619 ***********************************************************************
 DD1619  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1619  DESIGNATION -  866 0983 A TIDAL
 DD1619  PID         -  DD1619
 DD1619  STATE/COUNTY-  SC/HORRY
 DD1619  USGS QUAD   -  BUCKSVILLE (1973)
 DD1619
 DD1619                         *CURRENT SURVEY CONTROL
 DD1619  ___________________________________________________________________
 DD1619* NAD 83(1986)-  33 41 14.     (N)    079 00 16.     (W)     SCALED    
 DD1619* NAVD 88     -         4.587  (meters)      15.05   (feet)  ADJUSTED  
 DD1619  ___________________________________________________________________
 DD1619  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DD1619  DYNAMIC HT  -           4.583 (meters)      15.04  (feet)  COMP
 DD1619  MODELED GRAV-     979,614.0   (mgal)                       NAVD 88
 DD1619
 DD1619  VERT ORDER  -  FIRST     CLASS II
 DD1619
 DD1619.The horizontal coordinates were scaled from a topographic map and have
 DD1619.an estimated accuracy of +/- 6 seconds.
 DD1619
 DD1619.The orthometric height was determined by differential leveling
 DD1619.and adjusted by the National Geodetic Survey in June 1991..
 DD1619
 DD1619.This Tidal Bench Mark is designated as VM 3739
 DD1619.by the Center for Operational Oceanographic Products and Services.
 DD1619
 DD1619.The geoid height was determined by GEOID03.
 DD1619
 DD1619.The dynamic height is computed by dividing the NAVD 88
 DD1619.geopotential number by the normal gravity value computed on the
 DD1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1619.degrees latitude (g = 980.6199 gals.).
 DD1619
 DD1619.The modeled gravity was interpolated from observed gravity values.
 DD1619
 DD1619;                    North         East    Units  Estimated Accuracy
 DD1619;SPC SC       -   207,380.      794,580.      MT  (+/- 180 meters Scaled)
 DD1619
 DD1619                          SUPERSEDED SURVEY CONTROL
 DD1619
 DD1619  NGVD 29 (03/21/89)    4.900  (m)           16.08   (f) ADJUSTED    1 2
 DD1619
 DD1619.Superseded values are not recommended for survey control.
 DD1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1619.See file dsdata.txt to determine how the superseded data were derived.
 DD1619
 DD1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT849292(NAD 83)
 DD1619_MARKER: DJ = TIDAL STATION DISK
 DD1619_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1619_SP_SET: WINGWALL OF BRIDGE
 DD1619_STAMPING: 0983 A 1976
 DD1619_MARK LOGO: NOS   
 DD1619_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1619+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 DD1619
 DD1619  HISTORY     - Date     Condition        Report By
 DD1619  HISTORY     - 1976     MONUMENTED       NOS
 DD1619  HISTORY     - 1986     GOOD             SCGS
 DD1619  HISTORY     - 19920717 GOOD             NGS
 DD1619  HISTORY     - 19970714 GOOD             SCGS
 DD1619  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 DD1619
 DD1619                          STATION DESCRIPTION
 DD1619
 DD1619'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1619'7.4 KM (4.6 MI) NW FROM SURFSIDE BEACH.
 DD1619'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1619'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1619'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH TO THE
 DD1619'INTERSECTION OF STATE HIGHWAY 707, CONTINUE 0.6 KM (0.4 MI)
 DD1619'NORTHWESTERLY ALONG STATE HIGHWAY 544, SET IN THE NORTH CORNER OF THE
 DD1619'BRIDGE OVER THE INTRACOASTAL WATERWAY.
 DD1619
 DD1619                          STATION RECOVERY (1992)
 DD1619
 DD1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1619'7.8 KM (4.85 MI) NORTHERLY ALONG STATE HIGHWAY 544 FROM THE JUNCTION
 DD1619'OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, IN TOP OF AND 0.1 M
 DD1619'(0.3 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A
 DD1619'HIGHWAY BRIDGE SPANNING THE INTRACOASTAL WATERWAY, AND 4.4 M (14.4
 DD1619'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 DD1619
 DD1619                          STATION RECOVERY (1997)
 DD1619
 DD1619'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1619'STATION IS LOCATED 5.9 MILES (9.5 KM) NORTH NORTHWEST OF SURFSIDE
 DD1619'BEACH, 10.65 MILES (17.14 KM) SOUTH SOUTHEAST OF CONWAY.
 DD1619'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD1619'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD1619'JUNCTION OVERPASS OF STATE HIGHWAYS 544 AND 707 (SOCASTEE BOULEVARD) ,
 DD1619'5.5 MILES (8.9 KM) NORTH NORTHWEST OF SURFSIDE BEACH, GO NORTHEAST ON
 DD1619'HIGHWAY 707 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 616
 DD1619'(DICK POND ROAD) , TURN LEFT ON ROAD 616 FOR 0.4 MILE (0.6 KM) TO THE
 DD1619'STATION ON THE RIGHT IN THE NORTHEAST WINGWALL OF THE NORTHWEST END OF
 DD1619'A DRAWBRIDGE OVER THE INTRACOASTAL WATERWAY, 0.15 MILE (0.24 KM) SOUTH
 DD1619'SOUTHEAST OF THE JUNCTION OF STATE ROAD 611 (PEACHTREE ROAD) .
 DD1619'STATION IS A DISK IN DRILL HOLE IN THE WINGWALL OF BRIDGE AND 0.5 FOOT
 DD1619'(15.2 CM) BELOW THE ROAD, 14.6 FEET (4.5 M) EAST NORTHEAST OF THE
 DD1619'CENTER OF THE ROAD, 2.0 FEET (0.6 M) SOUTH OF A SECURITY LIGHT POLE,
 DD1619'26.2 FEET (8.0 M) SOUTH SOUTHWEST OF A POWER POLE NUMBER 49425 WITH
 DD1619'THREE TRANSFORMERS AND FIVE GUY WIRES, 1.6 FEET (0.5 M) EAST OF THE
 DD1619'NORTH CORNER OF THE CONCRETE GUARDRAIL POST, 2.8 FEET (0.9 M) EAST
 DD1619'SOUTHEAST OF A WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
 DD1619
 DD1619                          STATION RECOVERY (2004)
 DD1619
 DD1619'RECOVERY NOTE BY US POWER SQUADRON 2004 (PRS)
 DD1619'MARKER WAS BURIED UNDER 10 INCHES OF CONCRETE DURING BRIDGE
 DD1619'RECONSTRUCTION.  VERIFIED BY CONSTRUCTION SUPERINTENDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1616 ***********************************************************************
 DD1616  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1616  DESIGNATION -  866 0983 B TIDAL
 DD1616  PID         -  DD1616
 DD1616  STATE/COUNTY-  SC/HORRY
 DD1616  USGS QUAD   -  BUCKSVILLE (1973)
 DD1616
 DD1616                         *CURRENT SURVEY CONTROL
 DD1616  ___________________________________________________________________
 DD1616* NAD 83(1986)-  33 41 20.     (N)    079 00 21.     (W)     SCALED    
 DD1616* NAVD 88     -         4.595  (meters)      15.08   (feet)  ADJUSTED  
 DD1616  ___________________________________________________________________
 DD1616  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD1616  DYNAMIC HT  -           4.590 (meters)      15.06  (feet)  COMP
 DD1616  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 DD1616
 DD1616  VERT ORDER  -  FIRST     CLASS II
 DD1616
 DD1616.The horizontal coordinates were scaled from a topographic map and have
 DD1616.an estimated accuracy of +/- 6 seconds.
 DD1616
 DD1616.The orthometric height was determined by differential leveling
 DD1616.and adjusted by the National Geodetic Survey in June 1991..
 DD1616
 DD1616.This Tidal Bench Mark is designated as VM 3740
 DD1616.by the Center for Operational Oceanographic Products and Services.
 DD1616
 DD1616.The geoid height was determined by GEOID03.
 DD1616
 DD1616.The dynamic height is computed by dividing the NAVD 88
 DD1616.geopotential number by the normal gravity value computed on the
 DD1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1616.degrees latitude (g = 980.6199 gals.).
 DD1616
 DD1616.The modeled gravity was interpolated from observed gravity values.
 DD1616
 DD1616;                    North         East    Units  Estimated Accuracy
 DD1616;SPC SC       -   207,560.      794,450.      MT  (+/- 180 meters Scaled)
 DD1616
 DD1616                          SUPERSEDED SURVEY CONTROL
 DD1616
 DD1616  NGVD 29 (03/21/89)    4.907  (m)           16.10   (f) ADJUSTED    1 2
 DD1616
 DD1616.Superseded values are not recommended for survey control.
 DD1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1616.See file dsdata.txt to determine how the superseded data were derived.
 DD1616
 DD1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT848294(NAD 83)
 DD1616_MARKER: DJ = TIDAL STATION DISK
 DD1616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1616_SP_SET: COPPER-CLAD STEEL ROD
 DD1616_STAMPING: 0983 B 1976
 DD1616_MARK LOGO: NOS   
 DD1616_PROJECTION: FLUSH
 DD1616_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1616+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 DD1616_ROD/PIPE-DEPTH: 4.57 meters
 DD1616
 DD1616  HISTORY     - Date     Condition        Report By
 DD1616  HISTORY     - 1976     MONUMENTED       NOS
 DD1616  HISTORY     - 1986     GOOD             SCGS
 DD1616  HISTORY     - 19920717 GOOD             NGS
 DD1616  HISTORY     - 19970714 GOOD             SCGS
 DD1616  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 DD1616
 DD1616                          STATION DESCRIPTION
 DD1616
 DD1616'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1616'7.65 KM (4.75 MI) NW FROM SURFSIDE BEACH.
 DD1616'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1616'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1616'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH TO THE
 DD1616'INTERSECTION OF STATE HIGHWAY 707, CONTINUE 0.8 KM (0.5 MI)
 DD1616'NORTHWESTERLY ALONG STATE HIGHWAY 544, SET NEAR A POWER POLE, 0.2 KM
 DD1616'(0.1 MI) NORTHWEST OF THE NORTH END OF THE BRIDGE OVER THE
 DD1616'INTRACOASTAL WATERWAY, 1.43 METERS (4.69 FT) WEST SOUTHWEST OF THE
 DD1616'POWER POLE 6A, 7.3 METERS (23.95 FT) EAST NORTHEAST OF THE CENTER OF
 DD1616'THE HIGHWAY, 37.0 METERS (121.39 FT) SOUTH SOUTHEAST OF THE EXTENDED
 DD1616'CENTER OF STATE ROAD 611 (PEACHTREE ROAD), 20.2 METERS (66.27 FT)
 DD1616'NORTH NORTHEAST OF THE NORTH CORNER OF A LARGE WOODEN BUILDING.
 DD1616'THE MARK IS 1.35 METERS  WSW FROM A WITNESS POST.
 DD1616
 DD1616                          STATION RECOVERY (1992)
 DD1616
 DD1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1616'8.0 KM (4.95 MI) NORTHERLY ALONG STATE HIGHWAY 544 FROM THE JUNCTION
 DD1616'OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, 37.0 M (121.4 FT)
 DD1616'SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF STATE ROAD S 26 611 (PEACH
 DD1616'TREE ROAD), 7.3 M (24.0 FT) EAST-NORTHEAST OF THE HIGHWAY CENTERLINE,
 DD1616'1.5 M (4.9 FT) NORTHWEST OF A WITNESS POST, 1.4 M (4.6 FT)
 DD1616'WEST-SOUTHWEST OF UTILITY POLE NUMBER 6 A, AND 0.3 M (1.0 FT) BELOW
 DD1616'THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC
 DD1616'PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 DD1616
 DD1616                          STATION RECOVERY (1997)
 DD1616
 DD1616'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1616'STATION IS LOCATED 6.05 MILES (9.74 KM) NORTH NORTHWEST OF SURFSIDE
 DD1616'BEACH, 10.5 MILES (16.9 KM) SOUTH SOUTHEAST OF CONWAY.
 DD1616'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD1616'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD1616'JUNCTION OVERPASS OF STATE HIGHWAYS 544 AND 707 (SOCASTEE BOULEVARD) ,
 DD1616'5.5 MILES (8.9 KM) NORTH NORTHWEST OF SURFSIDE BEACH, GO NORTHEAST ON
 DD1616'HIGHWAY 707 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 616
 DD1616'(DICK POND ROAD) , TURN LEFT ON ROAD 616 FOR 0.55 MILE (0.89 KM) TO
 DD1616'THE STATION ON THE RIGHT NEAR A POWER POLE IN THE EAST ANGLE OF THE
 DD1616'EXTENDED CENTER OF STATE ROAD 611 (PEACHTREE ROAD) . STATION IS A DISK
 DD1616'ATTACHED TO A COPPER-CLAD ROD RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT
 DD1616'(15.2 CM) BELOW ROAD 616, 24.4 FEET (7.4 M) EAST NORTHEAST OF THE
 DD1616'CENTER OF ROAD 616, 123.6 FEET (37.7 M) SOUTH SOUTHEAST OF THE
 DD1616'EXTENDED CENTER OF ROAD 611, 4.9 FEET (1.5 M) WEST SOUTHWEST OF THE
 DD1616'POWER POLE NUMBER 55983, 66.7 FEET (20.3 M) NORTH NORTHEAST OF THE
 DD1616'NORTH CORNER OF AN ABANDONED WOOD-SIDED STORE, 55.3 FEET (16.9 M)
 DD1616'SOUTH SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING EAST
 DD1616'NORTHEAST, 4.4 FEET (1.3 M) WEST SOUTHWEST OF A WITNESS POST.
 DD1616'RECOVERED BY C.E.  GEOGHEGAN.
 DD1616
 DD1616                          STATION RECOVERY (2004)
 DD1616
 DD1616'RECOVERY NOTE BY US POWER SQUADRON 2004 (OTD)
 DD1616'WITNESS POST OBSERVED, BELIEVE MARKER BURIED UNDER BERM REGRADING
 DD1616'WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1622 ***********************************************************************
 DD1622  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1622  DESIGNATION -  866 0983 F TIDAL
 DD1622  PID         -  DD1622
 DD1622  STATE/COUNTY-  SC/HORRY
 DD1622  USGS QUAD   -  BUCKSVILLE (1973)
 DD1622
 DD1622                         *CURRENT SURVEY CONTROL
 DD1622  ___________________________________________________________________
 DD1622* NAD 83(1986)-  33 41 21.     (N)    079 00 24.     (W)     SCALED    
 DD1622* NAVD 88     -         5.554  (meters)      18.22   (feet)  ADJUSTED  
 DD1622  ___________________________________________________________________
 DD1622  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DD1622  DYNAMIC HT  -           5.549 (meters)      18.21  (feet)  COMP
 DD1622  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 DD1622
 DD1622  VERT ORDER  -  FIRST     CLASS II
 DD1622
 DD1622.The horizontal coordinates were scaled from a topographic map and have
 DD1622.an estimated accuracy of +/- 6 seconds.
 DD1622
 DD1622.The orthometric height was determined by differential leveling
 DD1622.and adjusted by the National Geodetic Survey in June 1991..
 DD1622
 DD1622.This Tidal Bench Mark is designated as VM 3741
 DD1622.by the Center for Operational Oceanographic Products and Services.
 DD1622
 DD1622.The geoid height was determined by GEOID03.
 DD1622
 DD1622.The dynamic height is computed by dividing the NAVD 88
 DD1622.geopotential number by the normal gravity value computed on the
 DD1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1622.degrees latitude (g = 980.6199 gals.).
 DD1622
 DD1622.The modeled gravity was interpolated from observed gravity values.
 DD1622
 DD1622;                    North         East    Units  Estimated Accuracy
 DD1622;SPC SC       -   207,590.      794,370.      MT  (+/- 180 meters Scaled)
 DD1622
 DD1622                          SUPERSEDED SURVEY CONTROL
 DD1622
 DD1622  NGVD 29 (03/21/89)    5.867  (m)           19.25   (f) ADJUSTED    1 2
 DD1622
 DD1622.Superseded values are not recommended for survey control.
 DD1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1622.See file dsdata.txt to determine how the superseded data were derived.
 DD1622
 DD1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT847294(NAD 83)
 DD1622_MARKER: DJ = TIDAL STATION DISK
 DD1622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1622_SP_SET: STAINLESS STEEL ROD
 DD1622_STAMPING: 0983 F 1982
 DD1622_MARK LOGO: NOS   
 DD1622_PROJECTION: FLUSH
 DD1622_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1622+STABILITY: POSITION/ELEVATION WELL
 DD1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1622+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1622_ROD/PIPE-DEPTH: 14.6 meters
 DD1622
 DD1622  HISTORY     - Date     Condition        Report By
 DD1622  HISTORY     - 1982     MONUMENTED       NOS
 DD1622  HISTORY     - 1986     GOOD             SCGS
 DD1622  HISTORY     - 19920717 GOOD             NGS
 DD1622  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 DD1622
 DD1622                          STATION DESCRIPTION
 DD1622
 DD1622'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1622'7.7 KM (4.8 MI) NW FROM SURFSIDE BEACH.
 DD1622'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1622'7.15 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 544 FROM THE
 DD1622'JUNCTION OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH TO THE
 DD1622'INTERSECTION OF STATE HIGHWAY 707, CONTINUE 0.9 KM (0.55 MI)
 DD1622'NORTHWESTERLY ALONG STATE HIGHWAY 544, THENCE 0.1 KM (0.05 MI)
 DD1622'SOUTHWEST ALONG STATE ROAD 611 (PEACHTREE ROAD), SET NEAR A TWIN TRUNK
 DD1622'CREPE MYRTLE TREE IN THE NORTH ANGLE OF A SAND DRIVE LEADING TO A TWO
 DD1622'STORY WOODEN HOUSE, 12.5 METERS (41.01 FT) NORTH NORTHWEST OF THE
 DD1622'CENTER OF THE ROAD, 9.9 METERS (32.48 FT) EAST NORTHEAST OF THE CENTER
 DD1622'OF THE DRIVE, 4.62 METERS (15.16 FT) SOUTH SOUTHEAST OF A LIGHT POLE,
 DD1622'2.4 METERS (7.87 FT) NORTH NORTHEAST OF THE MYRTLE TREE, 6.75 METERS
 DD1622'(22.15 FT) WEST SOUTHWEST OF AN 18 INCH PECAN TREE, 15.4 METERS
 DD1622'(50.53 FT) SOUTH OF THE SOUTH CORNER OF THE HOUSE.
 DD1622
 DD1622                          STATION RECOVERY (1992)
 DD1622
 DD1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1622'8.0 KM (4.95 MI) NORTHERLY ALONG STATE HIGHWAY 544 FROM THE JUNCTION
 DD1622'OF U.S. HIGHWAY 17 BUSINESS IN SURFSIDE BEACH, THENCE 0.1 KM (0.05
 DD1622'MI) SOUTHWESTERLY ALONG STATE ROAD S 26 611 (PEACH TREE ROAD), 15.4 M
 DD1622'(50.5 FT) SOUTH OF THE SOUTH CORNER OF A HOUSE, 12.5 M (41.0 FT)
 DD1622'NORTH-NORTHWEST OF THE ROAD CENTERLINE, 9.9 M (32.5 FT)
 DD1622'EAST-NORTHEAST OF THE CENTER OF A SAND DRIVEWAY, 6.8 M (22.3 FT)
 DD1622'WEST-SOUTHWEST OF AN 18-INCH PECAN TREE, 4.6 M (15.1 FT)
 DD1622'SOUTH-SOUTHEAST OF A UTILITY LIGHT POLE, 2.4 M (7.9 FT)
 DD1622'NORTH-NORTHEAST OF A MYRTLE TREE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 DD1622'OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 DD1622'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 DD1622
 DD1622                          STATION RECOVERY (2004)
 DD1622
 DD1622'RECOVERY NOTE BY US POWER SQUADRON 2004 (OTD)
 DD1622'COULD NOT LOCATE WITH INFORMATION AND METAL DETECTOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0837 ***********************************************************************
 DD0837  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0837  DESIGNATION -  866 1000 TIDAL 2
 DD0837  PID         -  DD0837
 DD0837  STATE/COUNTY-  SC/HORRY
 DD0837  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0837
 DD0837                         *CURRENT SURVEY CONTROL
 DD0837  ___________________________________________________________________
 DD0837* NAD 83(1986)-  33 41 09.     (N)    078 53 09.     (W)     SCALED    
 DD0837* NAVD 88     -         3.708  (meters)      12.17   (feet)  ADJUSTED  
 DD0837  ___________________________________________________________________
 DD0837  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD0837  DYNAMIC HT  -           3.704 (meters)      12.15  (feet)  COMP
 DD0837  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 DD0837
 DD0837  VERT ORDER  -  FIRST     CLASS II
 DD0837
 DD0837.The horizontal coordinates were scaled from a topographic map and have
 DD0837.an estimated accuracy of +/- 6 seconds.
 DD0837
 DD0837.The orthometric height was determined by differential leveling
 DD0837.and adjusted by the National Geodetic Survey in June 1991..
 DD0837.WARNING-Repeat measurements at this control monument indicate possible
 DD0837.vertical movement.
 DD0837
 DD0837.This Tidal Bench Mark is designated as VM 16133
 DD0837.by the Center for Operational Oceanographic Products and Services.
 DD0837
 DD0837.The geoid height was determined by GEOID03.
 DD0837
 DD0837.The dynamic height is computed by dividing the NAVD 88
 DD0837.geopotential number by the normal gravity value computed on the
 DD0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0837.degrees latitude (g = 980.6199 gals.).
 DD0837
 DD0837.The modeled gravity was interpolated from observed gravity values.
 DD0837
 DD0837;                    North         East    Units  Estimated Accuracy
 DD0837;SPC SC       -   207,440.      805,580.      MT  (+/- 180 meters Scaled)
 DD0837
 DD0837                          SUPERSEDED SURVEY CONTROL
 DD0837
 DD0837  NGVD 29 (05/09/91)    4.013  (m)           13.17   (f) ADJUSTED    1 2
 DD0837
 DD0837.Superseded values are not recommended for survey control.
 DD0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0837.See file dsdata.txt to determine how the superseded data were derived.
 DD0837
 DD0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT959293(NAD 83)
 DD0837_MARKER: DB = BENCH MARK DISK
 DD0837_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD0837_SP_SET: CURB
 DD0837_STAMPING: NO. 2 1971
 DD0837_MARK LOGO: CGS   
 DD0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0837+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD0837
 DD0837  HISTORY     - Date     Condition        Report By
 DD0837  HISTORY     - 1971     MONUMENTED       NOS
 DD0837  HISTORY     - 1979     GOOD             NGS
 DD0837  HISTORY     - 1986     GOOD             SCGS
 DD0837  HISTORY     - 19900424 GOOD             NGS
 DD0837  HISTORY     - 19970714 GOOD             SCGS
 DD0837  HISTORY     - 19991029 GOOD             USPSQD
 DD0837  HISTORY     - 20040410 GOOD             USPSQD
 DD0837  HISTORY     - 20050416 GOOD             USPSQD
 DD0837  HISTORY     - 20060415 GOOD             USPSQD
 DD0837
 DD0837                          STATION DESCRIPTION
 DD0837
 DD0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0837'IN MYRTLE BEACH.
 DD0837'IN MYRTLE BEACH, AT THE NORTHEAST CORNER OF OCEAN BOULEVARD AND 3RD
 DD0837'AVENUE NORTH, SET IN THE CURB, 30 FEET EAST OF THE CENTERLINE OF
 DD0837'OCEAN BOULEVARD, 30 FEET NORTH OF THE CENTERLINE OF 3RD AVENUE
 DD0837'NORTH, AND 1 FOOT WEST OF POWER POLE NUMBER G-12.
 DD0837
 DD0837                          STATION RECOVERY (1986)
 DD0837
 DD0837'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0837'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.6 KM
 DD0837'(0.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) FROM
 DD0837'THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE BEACH, THENCE
 DD0837'0.3 KM (0.2 MI) SOUTHEAST ALONG 4TH AVENUE NORTH, THENCE 0.2 KM
 DD0837'(0.1 MI) SOUTHWEST ALONG STATE HIGHWAY 73 (OCEAN BOULEVARD), SET IN
 DD0837'THE CURB IN THE EAST ANGLE OF 3RD AVENUE NORTH, 0.5 METER (1.64 FT)
 DD0837'NORTHWEST OF POWER POLE G12/50415, 9.92 METERS (32.55 FT) NORTHEAST OF
 DD0837'THE CENTER OF 3RD AVENUE, 6.83 METERS (22.41 FT) SOUTHEAST OF THE
 DD0837'CENTER OF OCEAN BOULEVARD, 14.28 METERS (46.85 FT) WEST SOUTHWEST OF
 DD0837'THE WEST CORNER OF THE OFFICE ENTRANCE DOORS TO THE ADMIRAL MOTOR INN.
 DD0837'THE MARK IS ABOVE LEVEL WITH OCEAN BOULEVARD.
 DD0837
 DD0837                          STATION RECOVERY (1990)
 DD0837
 DD0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD0837'RECOVERED IN GOOD CONDITION.
 DD0837
 DD0837                          STATION RECOVERY (1997)
 DD0837
 DD0837'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD0837'STATION IS LOCATED IN MYRTLE BEACH, 13.9 MILES (22.4 KM) SOUTHEAST OF
 DD0837'CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191,
 DD0837'COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE
 DD0837'JUNCTION OF U.S.  HIGHWAYS 17 BUSINESS (KINGS HIGHWAY) AND 501 (MAIN
 DD0837'STREET) IN MYRTLE BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS FOR 0.4
 DD0837'MILE (0.6 KM) TO THE JUNCTION OF STATE ROAD 204 (4TH AVENUE NORTH) ,
 DD0837'TURN LEFT ON ROAD 204 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE
 DD0837'HIGHWAY 73 (OCEAN BOULEVARD) , TURN RIGHT ON ROAD 73 FOR 0.1 MILE (0.2
 DD0837'KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE EAST ANGLE OF
 DD0837'THE EXTENDED CENTER OF THIRD AVENUE NORTH. STATION IS A DISK IN A
 DD0837'DRILL HOLE IN CURB AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 0.3 FOOT
 DD0837'(9.1 CM) SOUTHEAST OF THE NORTHWEST EDGE OF THE CURB OF HIGHWAY, 2.4
 DD0837'FEET (0.7 M) NORTH OF THE POWER POLE NUMBER 50415 WITH THREE
 DD0837'TRANSFORMERS, 29.3 FEET (8.9 M) WEST SOUTHWEST OF THE WEST CORNER OF
 DD0837'THE WEST COLUMN OF THE STAIRWELL OF THE ADMIRAL MOTEL, 31.9 FEET (9.7
 DD0837'M) NORTHEAST OF THE EXTENDED CENTER OF 3RD AVENUE NORTH, 13.1 FEET
 DD0837'(4.0 M) NORTH OF A FIRE HYDRANT. RECOVERED BY C.E.  GEOGHEGAN.
 DD0837
 DD0837                          STATION RECOVERY (1999)
 DD0837
 DD0837'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD0837'RECOVERED IN GOOD CONDITION.
 DD0837
 DD0837                          STATION RECOVERY (2004)
 DD0837
 DD0837'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0837'RECOVERED IN GOOD CONDITION.
 DD0837
 DD0837                          STATION RECOVERY (2005)
 DD0837
 DD0837'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0837'RECOVERED IN GOOD CONDITION.
 DD0837
 DD0837                          STATION RECOVERY (2006)
 DD0837
 DD0837'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0836 ***********************************************************************
 DD0836  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0836  DESIGNATION -  866 1000 TIDAL 3
 DD0836  PID         -  DD0836
 DD0836  STATE/COUNTY-  SC/HORRY
 DD0836  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0836
 DD0836                         *CURRENT SURVEY CONTROL
 DD0836  ___________________________________________________________________
 DD0836* NAD 83(2001)-  33 41 12.62402(N)    078 53 04.95178(W)     ADJUSTED  
 DD0836* NAVD 88     -         4.530  (meters)      14.86   (feet)  ADJUSTED  
 DD0836  ___________________________________________________________________
 DD0836  X           -   1,024,179.295 (meters)                     COMP
 DD0836  Y           -  -5,212,920.993 (meters)                     COMP
 DD0836  Z           -   3,517,579.805 (meters)                     COMP
 DD0836  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DD0836  ELLIP HEIGHT-         -30.16  (meters)          (12/20/99) GPS OBS
 DD0836  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD0836  DYNAMIC HT  -           4.526 (meters)      14.85  (feet)  COMP
 DD0836  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 DD0836
 DD0836  HORZ ORDER  -  THIRD
 DD0836  VERT ORDER  -  FIRST     CLASS II
 DD0836  ELLP ORDER  -  FOURTH    CLASS I
 DD0836
 DD0836.The horizontal coordinates were established by GPS observations
 DD0836.and adjusted by the National Geodetic Survey in March 2004..
 DD0836
 DD0836.The orthometric height was determined by differential leveling
 DD0836.and adjusted by the National Geodetic Survey in June 1991..
 DD0836.WARNING-GPS observations at this control monument resulted in a GPS
 DD0836.derived orthometric height which differed from the leveled height by
 DD0836.more than one decimeter (0.1 meter).
 DD0836.WARNING-Repeat measurements at this control monument indicate possible
 DD0836.vertical movement.
 DD0836
 DD0836.This Tidal Bench Mark is designated as VM 16132
 DD0836.by the Center for Operational Oceanographic Products and Services.
 DD0836
 DD0836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD0836
 DD0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD0836
 DD0836.The ellipsoidal height was determined by GPS observations
 DD0836.and is referenced to NAD 83.
 DD0836
 DD0836.The geoid height was determined by GEOID03.
 DD0836
 DD0836.The dynamic height is computed by dividing the NAVD 88
 DD0836.geopotential number by the normal gravity value computed on the
 DD0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0836.degrees latitude (g = 980.6199 gals.).
 DD0836
 DD0836.The modeled gravity was interpolated from observed gravity values.
 DD0836
 DD0836;                    North         East     Units Scale Factor Converg.
 DD0836;SPC SC       -   207,553.151   805,680.767   MT  0.99979370   +1 10 21.8
 DD0836;SPC SC       -   680,948.66  2,643,309.60   iFT  0.99979370   +1 10 21.8
 DD0836;UTM  17      - 3,729,442.365   696,073.740   MT  1.00007397   +1 10 25.1
 DD0836
 DD0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD0836!SPC SC       -   1.00000473  x   0.99979370  =   0.99979843
 DD0836!UTM  17      -   1.00000473  x   1.00007397  =   1.00007871
 DD0836
 DD0836                          SUPERSEDED SURVEY CONTROL
 DD0836
 DD0836  NAD 83(1995)-  33 41 12.62405(N)    078 53 04.95170(W) AD(       ) 3
 DD0836  NAD 83(1986)-  33 41 12.63131(N)    078 53 04.95290(W) AD(       ) 3
 DD0836  NAD 27      -  33 41 12.02878(N)    078 53 05.84852(W) AD(       ) 3
 DD0836  NGVD 29 (05/09/91)    4.837  (m)           15.87   (f) ADJUSTED    1 2
 DD0836
 DD0836.Superseded values are not recommended for survey control.
 DD0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0836.See file dsdata.txt to determine how the superseded data were derived.
 DD0836
 DD0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9607429442(NAD 83)
 DD0836_MARKER: DJ = TIDAL STATION DISK
 DD0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0836_SP_SET: CONCRETE POST
 DD0836_STAMPING: NO 3 1957
 DD0836_MARK LOGO: CGS   
 DD0836_PROJECTION: PROJECTING 10 CENTIMETERS
 DD0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0836+STABILITY: SURFACE MOTION
 DD0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0836+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD0836
 DD0836  HISTORY     - Date     Condition        Report By
 DD0836  HISTORY     - 1987     MONUMENTED       NGS
 DD0836  HISTORY     - 1979     GOOD             NGS
 DD0836  HISTORY     - 1986     GOOD             SCGS
 DD0836  HISTORY     - 19900424 GOOD             NGS
 DD0836  HISTORY     - 19991029 GOOD             USPSQD
 DD0836  HISTORY     - 20040410 GOOD             USPSQD
 DD0836  HISTORY     - 20050416 GOOD             USPSQD
 DD0836  HISTORY     - 20060415 GOOD             USPSQD
 DD0836
 DD0836                          STATION DESCRIPTION
 DD0836
 DD0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DD0836'STATION IS AT THE INTERSECTION OF 4TH AVENUE NORTH AND OCEAN
 DD0836'BOULEVARD.
 DD0836'
 DD0836'THE STATION IS A STANDARD NGS DISK
 DD0836'STAMPED---NO 3 1957---,
 DD0836'SET INTO THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. LOCATED
 DD0836'9.9 METERS (32.5 FT) NORTH FROM THE CENTERLINE OF 4TH AVENUE NORTH,
 DD0836'7.2 METERS (23.5 FT) EAST FROM THE CENTERLINE OF OCEAN BOULEVARD,
 DD0836'6.2 METERS (20.5 FT) SOUTH FROM THE  CENTERLINE OF DRIVEWAY, AND
 DD0836'0.5 METERS (1.5 FT) WEST FROM THE SIDEWALK.
 DD0836'
 DD0836'DESCRIBED BY R.L. ZURFLUH.
 DD0836
 DD0836                          STATION RECOVERY (1979)
 DD0836
 DD0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0836'IN MYRTLE BEACH.
 DD0836'IN MYRTLE BEACH AT THE INTERSECTION OF FOURTH AVENUE NORTH AND OCEAN
 DD0836'BOULEVARD, 32.5 FEET NORTH OF THE CENTERLINE OF THE AVENUE, 23.5
 DD0836'FEET EAST OF THE CENTERLINE OF THE BOULEVARD, 20.5 FEET SOUTH OF THE
 DD0836'CENTER OF A DRIVEWAY, AND 1.5 FEET WEST OF THE SIDEWALK.
 DD0836'THE MARK IS 1 FT ABOVE THE BOULEVARD.
 DD0836
 DD0836                          STATION RECOVERY (1986)
 DD0836
 DD0836'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0836'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.6 KM
 DD0836'(0.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) FROM
 DD0836'THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE BEACH, THENCE
 DD0836'0.3 KM (0.2 MI) SOUTHEAST ALONG 4TH AVENUE NORTH, SET IN THE EAST
 DD0836'ANGLE OF STATE HIGHWAY 73 (OCEAN BOULEVARD) BETWEEN THE CURB AND
 DD0836'SIDEWALK, 0.54 METER (1.77 FT) SOUTH SOUTHEAST OF THE CURB, 1.1 METERS
 DD0836'(3.61 FT) NORTH NORTHWEST OF THE CENTER OF THE SIDEWALK, 7.25 METERS
 DD0836'(23.79 FT) SOUTH SOUTHEAST OF THE CENTER OF OCEAN BOULEVARD,
 DD0836'23.85 METERS (78.25 FT) WEST NORTHWEST OF THE WEST CORNER OF THE
 DD0836'OFFICE TO THE HOLIDAY SANDS NORTH (NINE STORY BUILDING).
 DD0836
 DD0836                          STATION RECOVERY (1990)
 DD0836
 DD0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD0836'RECOVERED IN GOOD CONDITION.
 DD0836
 DD0836                          STATION RECOVERY (1999)
 DD0836
 DD0836'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD0836'RECOVERED IN GOOD CONDITION.
 DD0836
 DD0836                          STATION RECOVERY (2004)
 DD0836
 DD0836'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0836'RECOVERED IN GOOD CONDITION.
 DD0836
 DD0836                          STATION RECOVERY (2005)
 DD0836
 DD0836'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0836'RECOVERED IN GOOD CONDITION.
 DD0836
 DD0836                          STATION RECOVERY (2006)
 DD0836
 DD0836'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0834 ***********************************************************************
 DD0834  DESIGNATION -  866 1000 TIDAL 4
 DD0834  PID         -  DD0834
 DD0834  STATE/COUNTY-  SC/HORRY
 DD0834  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0834
 DD0834                         *CURRENT SURVEY CONTROL
 DD0834  ___________________________________________________________________
 DD0834* NAD 83(1986)-  33 41 27.     (N)    078 53 13.     (W)     SCALED    
 DD0834* NAVD 88     -         7.173  (meters)      23.53   (feet)  ADJUSTED  
 DD0834  ___________________________________________________________________
 DD0834  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD0834  DYNAMIC HT  -           7.166 (meters)      23.51  (feet)  COMP
 DD0834  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 DD0834
 DD0834  VERT ORDER  -  FIRST     CLASS II
 DD0834
 DD0834.The horizontal coordinates were scaled from a topographic map and have
 DD0834.an estimated accuracy of +/- 6 seconds.
 DD0834
 DD0834.The orthometric height was determined by differential leveling
 DD0834.and adjusted by the National Geodetic Survey in June 1991..
 DD0834
 DD0834.The geoid height was determined by GEOID03.
 DD0834
 DD0834.The dynamic height is computed by dividing the NAVD 88
 DD0834.geopotential number by the normal gravity value computed on the
 DD0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0834.degrees latitude (g = 980.6199 gals.).
 DD0834
 DD0834.The modeled gravity was interpolated from observed gravity values.
 DD0834
 DD0834;                    North         East    Units  Estimated Accuracy
 DD0834;SPC SC       -   207,990.      805,470.      MT  (+/- 180 meters Scaled)
 DD0834
 DD0834                          SUPERSEDED SURVEY CONTROL
 DD0834
 DD0834  NGVD 29 (03/21/89)    7.480  (m)           24.54   (f) ADJUSTED    1 2
 DD0834
 DD0834.Superseded values are not recommended for survey control.
 DD0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0834.See file dsdata.txt to determine how the superseded data were derived.
 DD0834
 DD0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT958298(NAD 83)
 DD0834_MARKER: DJ = TIDAL STATION DISK
 DD0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0834_SP_SET: CONCRETE STEP
 DD0834_STAMPING: NO 4 1958
 DD0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0834
 DD0834  HISTORY     - Date     Condition        Report By
 DD0834  HISTORY     - 1958     MONUMENTED       CGS
 DD0834  HISTORY     - 1979     GOOD             NGS
 DD0834  HISTORY     - 1986     MARK NOT FOUND   SCGS
 DD0834  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 DD0834  HISTORY     - 20040411 MARK NOT FOUND   USPSQD
 DD0834  HISTORY     - 20050417 MARK NOT FOUND   USPSQD
 DD0834
 DD0834                          STATION DESCRIPTION
 DD0834
 DD0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0834'IN MYRTLE BEACH.
 DD0834'IN MYRTLE BEACH, AT THE OLD MYRTLE BEACH GRADE SCHOOL ON U.S. HIGHWAY
 DD0834'17 (KINGS HIGHWAY) BETWEEN FIFTH AND SIXTH AVENUE NORTH, 126 FEET
 DD0834'SOUTHWEST OF BM 5, 129 FEET NORTHEAST OF THE CENTERLINE OF FIFTH
 DD0834'AVENUE, AND 92 FEET WEST OF THE WEST CURB OF THE HIGHWAY.  SET IN THE
 DD0834'SOUTH END OF THE SECOND STEP OF THE SOUTH ENTRANCE TO THE SCHOOL.
 DD0834'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 DD0834
 DD0834                          STATION RECOVERY (1986)
 DD0834
 DD0834'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0834'NOT RECOVERED, PRESUMED DESTROYED, A NEW POST OFFICE HAS REPLACED THE
 DD0834'GRADE SCHOOL.
 DD0834
 DD0834                          STATION RECOVERY (1999)
 DD0834
 DD0834'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD0834'MARK NOT FOUND.
 DD0834
 DD0834                          STATION RECOVERY (2004)
 DD0834
 DD0834'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0834'MARK NOT FOUND.
 DD0834
 DD0834                          STATION RECOVERY (2005)
 DD0834
 DD0834'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0834'SEARCH WAS MADE IN AREA OF PLOTTED POSITION.  MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0835 ***********************************************************************
 DD0835  DESIGNATION -  866 1000 TIDAL 5
 DD0835  PID         -  DD0835
 DD0835  STATE/COUNTY-  SC/HORRY
 DD0835  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0835
 DD0835                         *CURRENT SURVEY CONTROL
 DD0835  ___________________________________________________________________
 DD0835* NAD 83(1986)-  33 41 27.     (N)    078 53 13.     (W)     SCALED    
 DD0835* NAVD 88     -         6.527  (meters)      21.41   (feet)  ADJUSTED  
 DD0835  ___________________________________________________________________
 DD0835  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD0835  DYNAMIC HT  -           6.521 (meters)      21.39  (feet)  COMP
 DD0835  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 DD0835
 DD0835  VERT ORDER  -  FIRST     CLASS II
 DD0835
 DD0835.The horizontal coordinates were scaled from a topographic map and have
 DD0835.an estimated accuracy of +/- 6 seconds.
 DD0835
 DD0835.The orthometric height was determined by differential leveling
 DD0835.and adjusted by the National Geodetic Survey in June 1991..
 DD0835
 DD0835.The geoid height was determined by GEOID03.
 DD0835
 DD0835.The dynamic height is computed by dividing the NAVD 88
 DD0835.geopotential number by the normal gravity value computed on the
 DD0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0835.degrees latitude (g = 980.6199 gals.).
 DD0835
 DD0835.The modeled gravity was interpolated from observed gravity values.
 DD0835
 DD0835;                    North         East    Units  Estimated Accuracy
 DD0835;SPC SC       -   207,990.      805,470.      MT  (+/- 180 meters Scaled)
 DD0835
 DD0835                          SUPERSEDED SURVEY CONTROL
 DD0835
 DD0835  NGVD 29 (03/21/89)    6.835  (m)           22.42   (f) ADJUSTED    1 2
 DD0835
 DD0835.Superseded values are not recommended for survey control.
 DD0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0835.See file dsdata.txt to determine how the superseded data were derived.
 DD0835
 DD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT958298(NAD 83)
 DD0835_MARKER: DJ = TIDAL STATION DISK
 DD0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0835_SP_SET: CONCRETE SIDEWALK
 DD0835_STAMPING: NO 5 1958
 DD0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0835
 DD0835  HISTORY     - Date     Condition        Report By
 DD0835  HISTORY     - 1958     MONUMENTED       CGS
 DD0835  HISTORY     - 1979     GOOD             NGS
 DD0835  HISTORY     - 1986     MARK NOT FOUND   SCGS
 DD0835  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 DD0835  HISTORY     - 20040411 MARK NOT FOUND   USPSQD
 DD0835  HISTORY     - 20050417 MARK NOT FOUND   USPSQD
 DD0835
 DD0835                          STATION DESCRIPTION
 DD0835
 DD0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0835'IN MYRTLE BEACH.
 DD0835'IN MYRTLE BEACH, AT THE OLD MYRTLE BEACH GRADE SCHOOL ON U.S. HIGHWAY
 DD0835'17 (KINGS HIGHWAY), BETWEEN FIFTH AND SIXTH AVENUE NORTH.  SET AT THE
 DD0835'BASE OF THE FLAG POLE, 38 FEET SOUTHEAST OF THE MAIN ENTRANCE, 30
 DD0835'FEET WEST OF THE WEST CURB OF THE HIGHWAY, AND 0.5 FOOT EAST OF THE
 DD0835'FLAG POLE.
 DD0835'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD0835
 DD0835                          STATION RECOVERY (1986)
 DD0835
 DD0835'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0835'NOT RECOVERED, PRESUMED DESTROYED, A NEW POST OFFICE HAS REPLACED THE
 DD0835'GRADE SCHOOL.
 DD0835
 DD0835                          STATION RECOVERY (1999)
 DD0835
 DD0835'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD0835'MARK NOT FOUND.
 DD0835
 DD0835                          STATION RECOVERY (2004)
 DD0835
 DD0835'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0835'MARK NOT FOUND.
 DD0835
 DD0835                          STATION RECOVERY (2005)
 DD0835
 DD0835'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0835'SEARCH WAS MADE IN AREA OF PLOTTED POSITION.  MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0838 ***********************************************************************
 DD0838  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0838  DESIGNATION -  866 1000 TIDAL 7
 DD0838  PID         -  DD0838
 DD0838  STATE/COUNTY-  SC/HORRY
 DD0838  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0838
 DD0838                         *CURRENT SURVEY CONTROL
 DD0838  ___________________________________________________________________
 DD0838* NAD 83(1986)-  33 41 06.     (N)    078 53 14.     (W)     SCALED    
 DD0838* NAVD 88     -         3.874  (meters)      12.71   (feet)  ADJUSTED  
 DD0838  ___________________________________________________________________
 DD0838  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD0838  DYNAMIC HT  -           3.870 (meters)      12.70  (feet)  COMP
 DD0838  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 DD0838
 DD0838  VERT ORDER  -  FIRST     CLASS II
 DD0838
 DD0838.The horizontal coordinates were scaled from a topographic map and have
 DD0838.an estimated accuracy of +/- 6 seconds.
 DD0838
 DD0838.The orthometric height was determined by differential leveling
 DD0838.and adjusted by the National Geodetic Survey in June 1991..
 DD0838.WARNING-Repeat measurements at this control monument indicate possible
 DD0838.vertical movement.
 DD0838
 DD0838.This Tidal Bench Mark is designated as VM 16137
 DD0838.by the Center for Operational Oceanographic Products and Services.
 DD0838
 DD0838.The geoid height was determined by GEOID03.
 DD0838
 DD0838.The dynamic height is computed by dividing the NAVD 88
 DD0838.geopotential number by the normal gravity value computed on the
 DD0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0838.degrees latitude (g = 980.6199 gals.).
 DD0838
 DD0838.The modeled gravity was interpolated from observed gravity values.
 DD0838
 DD0838;                    North         East    Units  Estimated Accuracy
 DD0838;SPC SC       -   207,340.      805,450.      MT  (+/- 180 meters Scaled)
 DD0838
 DD0838                          SUPERSEDED SURVEY CONTROL
 DD0838
 DD0838  NGVD 29 (05/09/91)    4.179  (m)           13.71   (f) ADJUSTED    1 2
 DD0838
 DD0838.Superseded values are not recommended for survey control.
 DD0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0838.See file dsdata.txt to determine how the superseded data were derived.
 DD0838
 DD0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT958292(NAD 83)
 DD0838_MARKER: DB = BENCH MARK DISK
 DD0838_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD0838_SP_SET: CURB
 DD0838_STAMPING: NO. 7 1968
 DD0838_MARK LOGO: CGS   
 DD0838_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0838+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD0838
 DD0838  HISTORY     - Date     Condition        Report By
 DD0838  HISTORY     - 1968     MONUMENTED       CGS
 DD0838  HISTORY     - 1979     GOOD             NGS
 DD0838  HISTORY     - 1986     GOOD             SCGS
 DD0838  HISTORY     - 19900427 GOOD             NGS
 DD0838  HISTORY     - 19970714 GOOD             SCGS
 DD0838  HISTORY     - 19991029 GOOD             USPSQD
 DD0838  HISTORY     - 20040410 GOOD             USPSQD
 DD0838  HISTORY     - 20050416 GOOD             USPSQD
 DD0838  HISTORY     - 20060415 GOOD             USPSQD
 DD0838
 DD0838                          STATION DESCRIPTION
 DD0838
 DD0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0838'IN MYRTLE BEACH.
 DD0838'IN MYRTLE BEACH, AT THE INTERSECTION OF OCEAN BOULEVARD AND SECOND
 DD0838'AVENUE NORTH, 102 FEET NORTHEAST OF THE CENTERLINE OF THE AVENUE,
 DD0838'22 FEET SOUTHEAST OF THE CENTERLINE OF THE BOULEVARD, 8 FEET WEST
 DD0838'OF THE NORTHWEST CORNER OF THE TOPIC HOUSE MOTEL, AND 1 FOOT WEST
 DD0838'OF POWER POLE NUMBER G 9.
 DD0838
 DD0838                          STATION RECOVERY (1986)
 DD0838
 DD0838'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0838'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 DD0838'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.6 KM
 DD0838'(0.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) FROM
 DD0838'THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE BEACH, THENCE
 DD0838'0.3 KM (0.2 MI) SOUTHEAST ALONG 4TH AVENUE NORTH, THENCE 0.3 KM
 DD0838'(0.2 MI) SOUTHWEST ALONG STATE HIGHWAY 73 (OCEAN BOULEVARD), SET IN
 DD0838'THE CURB NEAR A POWER POLE AT THE NORTHWEST CORNER OF THE TROPIC HOUSE
 DD0838'HOTEL, 0.46 METER (1.51 FT) WEST NORTHWEST OF THE POWER POLE G9/16841
 DD0838'WITH THREE TRANSFORMERS, 2.42 METERS (7.94 FT) NORTH NORTHWEST OF THE
 DD0838'NORTHWEST CORNER OF THE BUILDING, 7.0 METERS (22.97 FT) SOUTHEAST OF
 DD0838'THE CENTER OF THE BOULEVARD.
 DD0838
 DD0838                          STATION RECOVERY (1990)
 DD0838
 DD0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD0838'0.6 KM (0.37 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD0838'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD0838'MYRTLE BEACH, THENCE 0.3 KM (0.19 MI) SOUTHWEST ALONG STATE HIGHWAY
 DD0838'73 (OCEAN BOULEVARD), IN THE CURB AT THE NORTH CORNER OF THE TROPIC
 DD0838'HOUSE HOTEL, 7.0 M (22.97 FT) SOUTHEAST OF AND LEVEL WITH THE HIGHWAY
 DD0838'CENTERLINE, 2.4 M (7.87 FT) NORTH-NORTHWEST OF THE NORTH CORNER OF
 DD0838'THE HOTEL, AND 0.5 M (1.64 FT) WEST-NORTHWEST OF UTILITY POLE NUMBER
 DD0838'16841 WITH 3 TRANSFORMERS.
 DD0838
 DD0838                          STATION RECOVERY (1997)
 DD0838
 DD0838'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD0838'STATION IS LOCATED IN MYRTLE BEACH, 13.95 MILES (22.45 KM) SOUTHEAST
 DD0838'OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 DD0838'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 DD0838'FROM THE JUNCTION OF U.S.  HIGHWAYS 17 BUSINESS (KINGS HIGHWAY) AND
 DD0838'501 (MAIN STREET) IN MYRTLE BEACH, GO SOUTHWEST ON HIGHWAY 17 BUSINESS
 DD0838'FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF STATE ROAD 204 (4TH AVENUE
 DD0838'NORTH) , TURN LEFT ON ROAD 204 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION
 DD0838'OF STATE HIGHWAY 73 (OCEAN BOULEVARD) , TURN RIGHT ON ROAD 73 FOR 0.2
 DD0838'MILE (0.3 KM) TO THE STATION ON THE LEFT NEAR THE NORTH CORNER OF THE
 DD0838'TROPIC HOUSE MOTEL IN THE WEST ANGLE OF THE JUNCTION OF STATE ROAD 417
 DD0838'AND 2ND AVENUE NORTH.  STATION IS A DISK IN A DRILL HOLE IN CURB AND
 DD0838'0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 0.3 FOOT (9.1 CM) SOUTH
 DD0838'SOUTHEAST OF THE NORTHWEST EDGE OF THE CURB OF HIGHWAY, 9.8 FEET (3.0
 DD0838'M) NORTH OF THE NORTH CORNER OF THE MOTEL, 100.1 FEET (30.5 M) EAST
 DD0838'NORTHEAST OF THE CENTER OF ROAD 417, 3.6 FEET (1.1 M) WEST OF A POWER
 DD0838'POLE NUMBER 16841 WITH A TRANSFORMER AND METER BOX, 2.7 FEET (0.8 M)
 DD0838'NORTHEAST OF A WITNESS POST.  RECOVERED BY C.E.  GEOGHEGAN.
 DD0838
 DD0838                          STATION RECOVERY (1999)
 DD0838
 DD0838'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD0838'RECOVERED IN GOOD CONDITION.
 DD0838
 DD0838                          STATION RECOVERY (2004)
 DD0838
 DD0838'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0838'RECOVERED IN GOOD CONDITION.
 DD0838
 DD0838                          STATION RECOVERY (2005)
 DD0838
 DD0838'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0838'RECOVERED IN GOOD CONDITION.
 DD0838
 DD0838                          STATION RECOVERY (2006)
 DD0838
 DD0838'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0852 ***********************************************************************
 DD0852  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0852  DESIGNATION -  866 1070 B TIDAL
 DD0852  PID         -  DD0852
 DD0852  STATE/COUNTY-  SC/HORRY
 DD0852  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0852
 DD0852                         *CURRENT SURVEY CONTROL
 DD0852  ___________________________________________________________________
 DD0852* NAD 83(1986)-  33 39 28.     (N)    078 55 10.     (W)     SCALED    
 DD0852* NAVD 88     -         2.926  (meters)       9.60   (feet)  ADJUSTED  
 DD0852  ___________________________________________________________________
 DD0852  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD0852  DYNAMIC HT  -           2.923 (meters)       9.59  (feet)  COMP
 DD0852  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 DD0852
 DD0852  VERT ORDER  -  FIRST     CLASS II
 DD0852
 DD0852.The horizontal coordinates were scaled from a topographic map and have
 DD0852.an estimated accuracy of +/- 6 seconds.
 DD0852
 DD0852.The orthometric height was determined by differential leveling
 DD0852.and adjusted by the National Geodetic Survey in June 1991..
 DD0852.WARNING-Repeat measurements at this control monument indicate possible
 DD0852.vertical movement.
 DD0852
 DD0852.This Tidal Bench Mark is designated as VM 563
 DD0852.by the Center for Operational Oceanographic Products and Services.
 DD0852
 DD0852.The geoid height was determined by GEOID03.
 DD0852
 DD0852.The dynamic height is computed by dividing the NAVD 88
 DD0852.geopotential number by the normal gravity value computed on the
 DD0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0852.degrees latitude (g = 980.6199 gals.).
 DD0852
 DD0852.The modeled gravity was interpolated from observed gravity values.
 DD0852
 DD0852;                    North         East    Units  Estimated Accuracy
 DD0852;SPC SC       -   204,270.      802,530.      MT  (+/- 180 meters Scaled)
 DD0852
 DD0852                          SUPERSEDED SURVEY CONTROL
 DD0852
 DD0852  NGVD 29 (05/09/91)    3.228  (m)           10.59   (f) ADJUSTED    1 2
 DD0852
 DD0852.Superseded values are not recommended for survey control.
 DD0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0852.See file dsdata.txt to determine how the superseded data were derived.
 DD0852
 DD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT929261(NAD 83)
 DD0852_MARKER: DJ = TIDAL STATION DISK
 DD0852_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0852_SP_SET: COPPER-CLAD STEEL ROD
 DD0852_STAMPING: 1070 B 1976
 DD0852_MARK LOGO: NOS   
 DD0852_PROJECTION: FLUSH
 DD0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0852+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD0852_ROD/PIPE-DEPTH: 6.10 meters
 DD0852
 DD0852  HISTORY     - Date     Condition        Report By
 DD0852  HISTORY     - 1976     MONUMENTED       NOS
 DD0852  HISTORY     - 1979     GOOD             NGS
 DD0852  HISTORY     - 1985     GOOD             SCGS
 DD0852  HISTORY     - 19900430 GOOD             NGS
 DD0852  HISTORY     - 19900918 GOOD             NGS
 DD0852  HISTORY     - 19970611 MARK NOT FOUND   SCGS
 DD0852  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 DD0852  HISTORY     - 20050412 MARK NOT FOUND   USPSQD
 DD0852
 DD0852                          STATION DESCRIPTION
 DD0852
 DD0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0852'3.7 MI SW FROM MYRTLE BEACH.
 DD0852'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0852'ABOUT 0.2 MILE SOUTHEAST ALONG NINTH AVENUE, FROM ITS JUNCTION
 DD0852'WITH KINGS HIGHWAY (U.S. HIGHWAY 17) IN MYRTLE BEACH, THENCE 3.4
 DD0852'MILES SOUTHWEST ALONG OCEAN BOULEVARD, AND THENCE 0.1 MILE SOUTHWEST
 DD0852'ALONG COUNTY ROAD S26-28 FROM THE ENTRANCE TO SPRINGMAID PIER.  THE
 DD0852'MARK IS SET IN THE GRASS MEDIAN BETWEEN THE ROAD AND THE PIER PARKING
 DD0852'LOT, 72 FEET WEST OF POWER POLE NUMBER 62, 22 FEET NORTHWEST OF THE
 DD0852'CENTERLINE OF THE ROAD, 15.3 FEET SOUTH OF LIGHT POLE NUMBER
 DD0852'FL-65-10 4-30, AND 5 FEET SOUTHEAST OF THE EAST CONCRETE CURB OF THE
 DD0852'PARKING LOT.
 DD0852
 DD0852                          STATION RECOVERY (1985)
 DD0852
 DD0852'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD0852'THE MARK IS 0.30 M ABOVE ROAD.
 DD0852'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  4.7 KM
 DD0852'(2.9 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE JUNCTION OF
 DD0852'STATE HIGHWAY 544 IN SURFSIDE BEACH TO THE ENTRANCE TO THE MYRTLE
 DD0852'BEACH AIR FORCE BASE, THENCE 0.8 KM (0.5 MI) NORTHEASTERLY ALONG STATE
 DD0852'HIGHWAY 73 (OCEAN BOULEVARD), THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG
 DD0852'STATE ROAD 28, SET NEAR A LIGHT POLE IN THE EAST CORNER OF A PARKING
 DD0852'LOT FOR THE SPRINGMAID PIER, 21.5 METERS (70.54 FT) WEST NORTHWEST OF
 DD0852'A FIRE HYDRANT, 40.5 METERS (132.87 FT) NORTH NORTHEAST OF THE WEST
 DD0852'CORNER OF AN APARTMENT BUILDING LETTER A, 6.9 METERS (22.64 FT) NORTH
 DD0852'NORTHWEST OF THE CENTER OF THE ROAD, 4.6 METERS (15.09 FT) SOUTH
 DD0852'SOUTHEAST OF THE LIGHT POLE.
 DD0852'THE MARK IS 0.25 METERS  E FROM A WITNESS POST.
 DD0852
 DD0852                          STATION RECOVERY (1990)
 DD0852
 DD0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD0852'4.6 KM (2.86 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD0852'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH,
 DD0852'THENCE 0.8 KM (0.50 MI) EASTERLY ALONG STATE HIGHWAY 73 (OCEAN
 DD0852'BOULEVARD), THENCE 0.2 KM (0.12 MI) SOUTHWESTERLY ALONG ROAD S-26-28,
 DD0852'6.8 M (22.31 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 4.6 M
 DD0852'(15.09 FT) SOUTH OF UTILITY POLE NUMBER 54970, 3.8 M (12.47 FT)
 DD0852'SOUTHWEST OF AND LEVEL WITH THE CENTER OF THE ENTRANCE TO THE
 DD0852'SPRINGMAID PIER PARKING LOT, AND 0.3 M (0.98 FT) NORTH OF A WITNESS
 DD0852'POST.  NOTE--THE DISK IS CRIMPED TO A COPPER-COATED STEEL ROD ENCASED
 DD0852'IN A 4-INCH PCV PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 DD0852
 DD0852                          STATION RECOVERY (1990)
 DD0852
 DD0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD0852'RECOVERED IN GOOD CONDITION.
 DD0852
 DD0852                          STATION RECOVERY (1997)
 DD0852
 DD0852'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD0852'NOT RECOVERED, IMPORTANT REFERENCE OBJECTS ARE GONE OR HAVE BEEN
 DD0852'CHANGED, PRESUMED DESTROYED WHEN ENTRANCE TO PARKING GARAGE WAS
 DD0852'ALTERED.  RECOVERY BY C.E.  GEOGHEGAN.
 DD0852
 DD0852                          STATION RECOVERY (2004)
 DD0852
 DD0852'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0852'MARK NOT FOUND.
 DD0852
 DD0852                          STATION RECOVERY (2005)
 DD0852
 DD0852'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0846 ***********************************************************************
 DD0846  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0846  DESIGNATION -  866 1070 C TIDAL
 DD0846  PID         -  DD0846
 DD0846  STATE/COUNTY-  SC/HORRY
 DD0846  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0846
 DD0846                         *CURRENT SURVEY CONTROL
 DD0846  ___________________________________________________________________
 DD0846* NAD 83(1986)-  33 39 31.     (N)    078 55 06.     (W)     SCALED    
 DD0846* NAVD 88     -         2.669  (meters)       8.76   (feet)  ADJUSTED  
 DD0846  ___________________________________________________________________
 DD0846  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD0846  DYNAMIC HT  -           2.667 (meters)       8.75  (feet)  COMP
 DD0846  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DD0846
 DD0846  VERT ORDER  -  FIRST     CLASS II
 DD0846
 DD0846.The horizontal coordinates were scaled from a topographic map and have
 DD0846.an estimated accuracy of +/- 6 seconds.
 DD0846
 DD0846.The orthometric height was determined by differential leveling
 DD0846.and adjusted by the National Geodetic Survey in June 1991..
 DD0846.WARNING-Repeat measurements at this control monument indicate possible
 DD0846.vertical movement.
 DD0846
 DD0846.This Tidal Bench Mark is designated as VM 389
 DD0846.by the Center for Operational Oceanographic Products and Services.
 DD0846
 DD0846.The geoid height was determined by GEOID03.
 DD0846
 DD0846.The dynamic height is computed by dividing the NAVD 88
 DD0846.geopotential number by the normal gravity value computed on the
 DD0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0846.degrees latitude (g = 980.6199 gals.).
 DD0846
 DD0846.The modeled gravity was interpolated from observed gravity values.
 DD0846
 DD0846;                    North         East    Units  Estimated Accuracy
 DD0846;SPC SC       -   204,360.      802,630.      MT  (+/- 180 meters Scaled)
 DD0846
 DD0846                          SUPERSEDED SURVEY CONTROL
 DD0846
 DD0846  NGVD 29 (05/09/91)    2.968  (m)            9.74   (f) ADJUSTED    1 2
 DD0846
 DD0846.Superseded values are not recommended for survey control.
 DD0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0846.See file dsdata.txt to determine how the superseded data were derived.
 DD0846
 DD0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT930262(NAD 83)
 DD0846_MARKER: DJ = TIDAL STATION DISK
 DD0846_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DD0846_SP_SET: FOOTING
 DD0846_STAMPING: 1070 C 1976
 DD0846_MARK LOGO: NOS   
 DD0846_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0846+STABILITY: SURFACE MOTION
 DD0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0846+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DD0846
 DD0846  HISTORY     - Date     Condition        Report By
 DD0846  HISTORY     - 1976     MONUMENTED       NOS
 DD0846  HISTORY     - 1979     GOOD             NGS
 DD0846  HISTORY     - 1985     GOOD             SCGS
 DD0846  HISTORY     - 19900430 GOOD             NGS
 DD0846  HISTORY     - 19970611 GOOD             SCGS
 DD0846  HISTORY     - 20010520 GOOD             NOS
 DD0846  HISTORY     - 20051112 GOOD             USPSQD
 DD0846
 DD0846                          STATION DESCRIPTION
 DD0846
 DD0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0846'3.6 MI SW FROM MYRTLE BEACH.
 DD0846'THE MARK IS 2 FT ABOVE THE GROUND.
 DD0846'0.2 MILE SOUTHEAST ALONG NINTH AVENUE FROM ITS JUNCTION WITH KINGS
 DD0846'HIGHWAY (U.S. HIGHWAY 17) IN MYRTLE BEACH, THENCE 3.4 MILES SOUTHWEST
 DD0846'ALONG OCEAN BOULEVARD.  SET IN THE CONCRETE FOUNDATION OF A LARGE
 DD0846'SIGN, AT THE ENTRANCE TO SPRINGMAID PIER, AT THE INTERSECTION OF
 DD0846'STATE HIGHWAY S26-28, 104 FEET NORTH OF POWER POLE NUMBER 60 1/2, 55
 DD0846'FEET SOUTHEAST OF POWER POLE NUMBER CH-748 PP-P-4-40, 52 FEET
 DD0846'NORTH-NORTHWEST OF STATE HIGHWAY S26-28, AND 1 FOOT SOUTHEAST OF THE
 DD0846'SOUTHEAST FACE OF THE SIGN.  NOTE=OCEAN BOULEVARD IS ALSO STATE
 DD0846'HIGHWAY 73.
 DD0846
 DD0846                          STATION RECOVERY (1985)
 DD0846
 DD0846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD0846'THE MARK IS 0.60 M ABOVE GROUND.
 DD0846'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  4.7 KM
 DD0846'(2.9 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE JUNCTION OF
 DD0846'STATE HIGHWAY 544 IN SURFSIDE BEACH TO THE ENTRANCE TO THE MYRTLE
 DD0846'BEACH AIR FORCE BASE, THENCE 0.8 KM (0.5 MI) NORTHEASTERLY ALONG STATE
 DD0846'HIGHWAY 73 (OCEAN BOULEVARD), SET IN THE SOUTHERN MOST CONCRETE
 DD0846'FOUNDATION OF A SIGN (SPRINGMAID BEACH) IN THE SOUTHWEST ANGLE OF
 DD0846'STATE ROAD 28.
 DD0846
 DD0846                          STATION RECOVERY (1990)
 DD0846
 DD0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD0846'4.6 KM (2.86 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD0846'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH,
 DD0846'THENCE 0.8 KM (0.50 MI) EAST AND NORTHEAST ALONG STATE HIGHWAY 73
 DD0846'(OCEAN BOULEVARD), IN THE CONCRETE FOOTING OF THE SOUTH LEG OF A SIGN
 DD0846'(SPRINGMAID BEACH), 27.2 M (89.24 FT) SOUTH OF THE CENTER OF THE
 DD0846'MEDIAN OF THE HIGHWAY, 17.3 M (56.76 FT) SOUTHEAST OF UTILITY POLE
 DD0846'NUMBER 40210 WITH 4 GUY CABLES, 15.8 M (51.84 FT) NORTH-NORTHWEST OF
 DD0846'THE CENTERLINE OF ROAD S-26-28, AND 0.4 M (1.31 FT) ABOVE THE LEVEL
 DD0846'OF THE BOULEVARD.
 DD0846
 DD0846                          STATION RECOVERY (1997)
 DD0846
 DD0846'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD0846'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHWEST OF MYRTLE BEACH, 14.4
 DD0846'MILES (23.2 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT, DIRECTOR
 DD0846'OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD0846'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD0846'17 BUSINESS (KINGS HIGHWAY) AND STATE HIGHWAY 73 (OCEAN BOULEVARD) ,
 DD0846'3.1 MILES (5.0 KM) SOUTHWEST OF MYRTLE BEACH, GO SOUTHEAST ON HIGHWAY
 DD0846'73 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTH
 DD0846'SOUTHEAST CORNER OF THE SOUTH ONE OF THREE LARGE CONCRETE PLANTERS IN
 DD0846'THE TRIANGLE FORMED BY THE ENTRANCE TO SPRINGMAID BEACH (SPRINGMAID
 DD0846'BOULEVARD) AND THE OLD ENTRANCE. STATION IS A DISK IN A DRILL HOLE IN
 DD0846'THE FOOTING PROJECTING 1.4 FEET (0.4 M) AND LEVEL WITH HIGHWAY, 75.2
 DD0846'FEET (22.9 M) SOUTH OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DD0846'HIGHWAY, 53.6 FEET (16.3 M) NORTHWEST OF THE CENTER OF THE OLD
 DD0846'ENTRANCE ROAD, 56.8 FEET (17.3 M) SOUTHEAST OF A POWER POLE NUMBER
 DD0846'40210 WITH FOUR GUY WIRES, 77.3 FEET (23.6 M) EAST OF THE EAST CORNER
 DD0846'OF A VEE-SHAPED SIGN (SPRINGMAID BEACH) , 37.2 FEET (11.3 M) SOUTH
 DD0846'SOUTHEAST OF A WITNESS POST NEXT TO A POST IN A LINE OF SHRUBS.
 DD0846'RECOVERED BY C.E.  GEOGHEGAN.
 DD0846
 DD0846                          STATION RECOVERY (2001)
 DD0846
 DD0846'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DD0846'RECOVERED AS DESCRIBED
 DD0846
 DD0846                          STATION RECOVERY (2005)
 DD0846
 DD0846'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0839 ***********************************************************************
 DD0839  DESIGNATION -  866 1070 F TIDAL
 DD0839  PID         -  DD0839
 DD0839  STATE/COUNTY-  SC/HORRY
 DD0839  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0839
 DD0839                         *CURRENT SURVEY CONTROL
 DD0839  ___________________________________________________________________
 DD0839* NAD 83(1986)-  33 40 47.     (N)    078 53 37.     (W)     SCALED    
 DD0839* NAVD 88     -         4.128  (meters)      13.54   (feet)  ADJUSTED  
 DD0839  ___________________________________________________________________
 DD0839  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD0839  DYNAMIC HT  -           4.124 (meters)      13.53  (feet)  COMP
 DD0839  MODELED GRAV-     979,614.2   (mgal)                       NAVD 88
 DD0839
 DD0839  VERT ORDER  -  FIRST     CLASS II
 DD0839
 DD0839.The horizontal coordinates were scaled from a topographic map and have
 DD0839.an estimated accuracy of +/- 6 seconds.
 DD0839
 DD0839.The orthometric height was determined by differential leveling
 DD0839.and adjusted by the National Geodetic Survey in June 1991..
 DD0839.WARNING-Repeat measurements at this control monument indicate possible
 DD0839.vertical movement.
 DD0839
 DD0839.The geoid height was determined by GEOID03.
 DD0839
 DD0839.The dynamic height is computed by dividing the NAVD 88
 DD0839.geopotential number by the normal gravity value computed on the
 DD0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0839.degrees latitude (g = 980.6199 gals.).
 DD0839
 DD0839.The modeled gravity was interpolated from observed gravity values.
 DD0839
 DD0839;                    North         East    Units  Estimated Accuracy
 DD0839;SPC SC       -   206,750.      804,870.      MT  (+/- 180 meters Scaled)
 DD0839
 DD0839                          SUPERSEDED SURVEY CONTROL
 DD0839
 DD0839  NGVD 29 (05/09/91)    4.431  (m)           14.54   (f) ADJUSTED    1 2
 DD0839
 DD0839.Superseded values are not recommended for survey control.
 DD0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0839.See file dsdata.txt to determine how the superseded data were derived.
 DD0839
 DD0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT952286(NAD 83)
 DD0839_MARKER: DJ = TIDAL STATION DISK
 DD0839_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD0839_SP_SET: SIDEWALK
 DD0839_STAMPING: 1070 F 1977
 DD0839_MARK LOGO: NOS   
 DD0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0839+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 DD0839
 DD0839  HISTORY     - Date     Condition        Report By
 DD0839  HISTORY     - 1977     MONUMENTED       NOS
 DD0839  HISTORY     - 1979     GOOD             NGS
 DD0839  HISTORY     - 1985     GOOD             SCGS
 DD0839  HISTORY     - 19900427 GOOD             NGS
 DD0839  HISTORY     - 19970731 GOOD             SCGS
 DD0839  HISTORY     - 19991029 GOOD             USPSQD
 DD0839  HISTORY     - 20040410 GOOD             USPSQD
 DD0839  HISTORY     - 20050416 GOOD             USPSQD
 DD0839  HISTORY     - 20060415 GOOD             USPSQD
 DD0839
 DD0839                          STATION DESCRIPTION
 DD0839
 DD0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0839'1.4 MI SW FROM MYRTLE BEACH.
 DD0839'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 DD0839'0.2 MILE SOUTHEAST ALONG NINTH AVENUE FROM ITS JUNCTION WITH KINGS
 DD0839'HIGHWAY (U.S. HIGHWAY 17) IN MYRTLE BEACH, AND THENCE 1.2 MILES
 DD0839'SOUTHWEST ALONG OCEAN BOULEVARD (STATE HIGHWAY 73).  SET IN TOP OF
 DD0839'THE SOUTHWEST CORNER OF A WALKWAY LEADING TO A COVERED DRIVEWAY TO
 DD0839'THE OFFICE ENTRANCE AT THE OCEAN REEF MOTOR INN, 601 SOUTH OCEAN
 DD0839'BOULEVARD, 105 FEET SOUTH OF THE EXTENDED CENTERLINE OF SIXTH AVENUE
 DD0839'SOUTH, 57.5 FEET WEST OF THE MAIN ENTRANCE TO THE MOTEL LOBBY, AND
 DD0839'30 FEET EAST OF THE CENTERLINE OF THE BOULEVARD.
 DD0839
 DD0839                          STATION RECOVERY (1985)
 DD0839
 DD0839'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD0839'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD0839'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  1.7 KM
 DD0839'(1.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY)
 DD0839'FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE BEACH,
 DD0839'THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG STATE ROAD 541 (6TH AVENUE
 DD0839'SOUTH), SET IN THE SIDEWALK IN LINE WITH THE MAIN ENTRANCE DOORS TO
 DD0839'THE OCEAN REEF MOTOR INN, 33.67 METERS (110.47 FT) SOUTHWEST OF THE
 DD0839'EXTENDED CENTER OF THE STATE ROAD, 9.05 METERS (29.69 FT) SOUTH
 DD0839'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 73 (OCEAN BOULEVARD),
 DD0839'17.57 METERS (57.64 FT) NORTH NORTHWEST OF THE CENTER OF THE ENTRANCE
 DD0839'DOORS.
 DD0839
 DD0839                          STATION RECOVERY (1990)
 DD0839
 DD0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD0839'1.7 KM (1.06 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD0839'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN
 DD0839'MYRTLE BEACH, THENCE 0.3 KM (0.19 MI) SOUTHEASTERLY ALONG 6TH AVENUE
 DD0839'SOUTH, IN THE CONCRETE SIDEWALK IN LINE WITH THE MAIN ENTRANCE DOORS
 DD0839'OF THE DAYS INN (OCEAN REEF MOTOR INN), 32.7 M (107.28 FT) SOUTHWEST
 DD0839'OF THE EXTENDED CENTER OF 6TH AVENUE, 24.1 M (79.07 FT)
 DD0839'WEST-SOUTHWEST OF UTILITY POLE NUMBER 46968, 17.5 M (57.41 FT)
 DD0839'NORTHWEST OF THE CENTER OF THE MOTEL ENTRANCE, 9.1 M (29.86 FT)
 DD0839'SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF OCEAN BOULEVARD, 2.0 M
 DD0839'(6.56 FT) SOUTHEAST OF THE BOULEVARD CURB, AND 1.6 M (5.25 FT) NORTH
 DD0839'OF A PILLAR SUPPORTING A CAR PORT.
 DD0839
 DD0839                          STATION RECOVERY (1997)
 DD0839
 DD0839'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD0839'STATION IS LOCATED IN MYRTLE BEACH, 13.95 MILES (22.45 KM) SOUTHEAST
 DD0839'OF CONWAY, OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 DD0839'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 DD0839'FROM THE JUNCTION OF U.S.  HIGHWAYS 17 BUSINESS (SOUTH KINGS HIGHWAY)
 DD0839'AND STATE HIGHWAY 73 (OCEAN BOULEVARD) , 3.15 MILES (5.07 KM)
 DD0839'SOUTHWEST OF MYRTLE BEACH, GO SOUTHEAST ON HIGHWAY 73 FOR 2.55 MILES
 DD0839'(4.10 KM) TO THE JUNCTION OF STATE ROAD 541 (6TH AVENUE SOUTH) LEFT, A
 DD0839'BEACH ACCESS RIGHT AND THE STATION NEAR THE CARPORT OF A DAYS INN
 DD0839'MOTEL IN THE SOUTH ANGLE OF THE ACCESS ROAD.  STATION IS FLUSH WITH
 DD0839'THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 7.0 FEET (2.1 M)
 DD0839'SOUTH SOUTHEAST OF THE NORTHWEST EDGE OF THE SOUTHEAST CURB OF THE
 DD0839'HIGHWAY, 15.4 FEET (4.7 M) NORTHEAST OF THE NORTH CORNER OF THE WEST
 DD0839'COLUMN OF THE CARPORT, 21.4 FEET (6.5 M) WEST SOUTHWEST OF THE WEST
 DD0839'CORNER OF THE NORTH COLUMN OF THE CARPORT, 106.5 FEET (32.5 M)
 DD0839'SOUTHWEST OF THE CENTER OF THE ACCESS ROAD.  RECOVERED BY C.E.
 DD0839'GEOGHEGAN
 DD0839
 DD0839                          STATION RECOVERY (1999)
 DD0839
 DD0839'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD0839'RECOVERED IN GOOD CONDITION.
 DD0839
 DD0839                          STATION RECOVERY (2004)
 DD0839
 DD0839'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0839'RECOVERED IN GOOD CONDITION.
 DD0839
 DD0839                          STATION RECOVERY (2005)
 DD0839
 DD0839'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0839'RECOVERED IN GOOD CONDITION.
 DD0839
 DD0839                          STATION RECOVERY (2006)
 DD0839
 DD0839'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0840 ***********************************************************************
 DD0840  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0840  DESIGNATION -  866 1070 G TIDAL
 DD0840  PID         -  DD0840
 DD0840  STATE/COUNTY-  SC/HORRY
 DD0840  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0840
 DD0840                         *CURRENT SURVEY CONTROL
 DD0840  ___________________________________________________________________
 DD0840* NAD 83(1986)-  33 40 08.     (N)    078 54 24.     (W)     SCALED    
 DD0840* NAVD 88     -         5.136  (meters)      16.85   (feet)  ADJUSTED  
 DD0840  ___________________________________________________________________
 DD0840  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD0840  DYNAMIC HT  -           5.131 (meters)      16.83  (feet)  COMP
 DD0840  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 DD0840
 DD0840  VERT ORDER  -  SECOND    CLASS I
 DD0840
 DD0840.The horizontal coordinates were scaled from a topographic map and have
 DD0840.an estimated accuracy of +/- 6 seconds.
 DD0840
 DD0840.The orthometric height was determined by differential leveling
 DD0840.and adjusted by the National Geodetic Survey in September 2005..
 DD0840.No vertical observational check was made to the station.
 DD0840.WARNING-Repeat measurements at this control monument indicate possible
 DD0840.vertical movement.
 DD0840
 DD0840.This Tidal Bench Mark is designated as VM 16570
 DD0840.by the Center for Operational Oceanographic Products and Services.
 DD0840
 DD0840.The geoid height was determined by GEOID03.
 DD0840
 DD0840.The dynamic height is computed by dividing the NAVD 88
 DD0840.geopotential number by the normal gravity value computed on the
 DD0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0840.degrees latitude (g = 980.6199 gals.).
 DD0840
 DD0840.The modeled gravity was interpolated from observed gravity values.
 DD0840
 DD0840;                    North         East    Units  Estimated Accuracy
 DD0840;SPC SC       -   205,520.      803,690.      MT  (+/- 180 meters Scaled)
 DD0840
 DD0840                          SUPERSEDED SURVEY CONTROL
 DD0840
 DD0840  NAVD 88 (06/15/91)    5.124  (m)           16.81   (f) UNKNOWN     1 2
 DD0840  NGVD 29 (03/21/89)    5.428  (m)           17.81   (f) ADJUSTED    1 2
 DD0840
 DD0840.Superseded values are not recommended for survey control.
 DD0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0840.See file dsdata.txt to determine how the superseded data were derived.
 DD0840
 DD0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT940274(NAD 83)
 DD0840_MARKER: DJ = TIDAL STATION DISK
 DD0840_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD0840_SP_SET: SIDEWALK
 DD0840_STAMPING: 1070 G 1977
 DD0840_MARK LOGO: NOS   
 DD0840_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0840+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD0840
 DD0840  HISTORY     - Date     Condition        Report By
 DD0840  HISTORY     - 1977     MONUMENTED       NOS
 DD0840  HISTORY     - 1979     GOOD             NGS
 DD0840  HISTORY     - 1985     GOOD             SCGS
 DD0840  HISTORY     - 19900430 MARK NOT FOUND   NGS
 DD0840  HISTORY     - 19970611 GOOD             SCGS
 DD0840  HISTORY     - 19991029 GOOD             USPSQD
 DD0840  HISTORY     - 20040411 GOOD             USPSQD
 DD0840  HISTORY     - 20040419 GOOD             NOS
 DD0840  HISTORY     - 20050822 GOOD             USPSQD
 DD0840  HISTORY     - 20060822 GOOD             USPSQD
 DD0840
 DD0840                          STATION DESCRIPTION
 DD0840
 DD0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0840'2.4 MI SW FROM MYRTLE BEACH.
 DD0840'0.2 MILE SOUTHEAST ALONG NINTH AVENUE FROM ITS JUNCTION WITH KINGS
 DD0840'HIGHWAY (U.S. HIGHWAY 17) IN MYRTLE BEACH, AND THENCE 2.2 MILES
 DD0840'SOUTHWEST ALONG OCEAN BOULEVARD (STATE HIGHWAY 73).  SET IN THE
 DD0840'NORTHEAST CORNER OF A CONCRETE PAD AROUND THE PEARL DIVER MOTEL, 2104
 DD0840'SOUTH OCEAN BOULEVARD, 177 FEET SOUTH OF THE CENTERLINE OF TWENTY
 DD0840'FIRST AVENUE SOUTH, 42.5 FEET WEST OF THE CENTERLINE OF THE BOULEVARD,
 DD0840'AND 28 FEET NORTH OF THE DOOR TO THE MOTEL OFFICE.
 DD0840'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 DD0840
 DD0840                          STATION RECOVERY (1985)
 DD0840
 DD0840'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD0840'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  3.4 KM
 DD0840'(2.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS (KINGS HIGHWAY) FROM
 DD0840'THE JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE BEACH, THENCE
 DD0840'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE ROAD 267 (21ST AVENUE SOUTH),
 DD0840'THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG STATE HIGHWAY 73 (OCEAN
 DD0840'BOULEVARD), SET IN THE SIDEWALK NEAR THE EAST CORNER OF THE PEARL
 DD0840'DIVER MOTEL, 13.0 METERS (42.65 FT) NORTH NORTHWEST OF THE CENTER OF
 DD0840'THE HIGHWAY, 0.94 METER (3.08 FT) EAST OF THE EAST CORNER OF THE
 DD0840'MOTEL.
 DD0840'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD0840
 DD0840                          STATION RECOVERY (1990)
 DD0840
 DD0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD0840'THE MARK MAY STILL BE IN PLACE UNDER A CARPET.
 DD0840
 DD0840                          STATION RECOVERY (1997)
 DD0840
 DD0840'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD0840'STATION IS LOCATED 1.8 MILES (2.9 KM) SOUTHWEST OF MYRTLE BEACH, 14.15
 DD0840'MILES (22.77 KM) SOUTHEAST OF CONWAY.  OWNERSHIP--MYSTIC SEA MOTEL,
 DD0840'CONRAD HETZER, OWNER/MANAGER, 2105 SOUTH OCEAN BOULEVARD, MYRTLE
 DD0840'BEACH, SC 29577, PHONE 803-448-8446.  TO REACH THE STATION FROM THE
 DD0840'JUNCTION OF U.S.  HIGHWAY 17 BUSINESS (KINGS HIGHWAY) AND STATE
 DD0840'HIGHWAY 73 (OCEAN BOULEVARD) , 3.1 MILES (5.0 KM) SOUTHWEST OF MYRTLE
 DD0840'BEACH, GO SOUTHEAST ON HIGHWAY 73 FOR 1.45 MILES (2.33 KM) TO THE
 DD0840'STATION ON THE LEFT IN THE EAST CORNER OF A SIDEWALK NEAR THE EAST
 DD0840'CORNER OF A MOTEL (MYSTIC SEA) .  STATION IS A DISK IN A DRILL HOLE IN
 DD0840'SIDEWALK AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 31.2 FEET (9.5 M)
 DD0840'NORTHWEST OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 3.1 FEET (0.9
 DD0840'M) EAST SOUTHEAST OF THE EAST CORNER OF THE MOTEL (WALL EXTENSION) ,
 DD0840'20.5 FEET (6.2 M) WEST NORTHWEST OF A POWER POLE 65319/80AKS WITH A
 DD0840'TRANSFORMER, 175.2 FEET (53.4 M) SOUTHWEST OF THE CENTER OF A STREET
 DD0840'LEADING NORTHWEST (21ST AVENUE SOUTH) .  RECOVERED BY C.E.  GEOGHEGAN.
 DD0840
 DD0840                          STATION RECOVERY (1999)
 DD0840
 DD0840'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD0840'RECOVERED IN GOOD CONDITION.
 DD0840
 DD0840                          STATION RECOVERY (2004)
 DD0840
 DD0840'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0840'RECOVERED IN GOOD CONDITION.
 DD0840
 DD0840                          STATION RECOVERY (2004)
 DD0840
 DD0840'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2004 (JRS)
 DD0840'3.4 KM(2.10 MI) SW ALONG U.S. HIGHWAY 17 BUSINESS(KINGS HIGHWAY) FROM
 DD0840'JUNCTION OF U.S. HIGHWAY 501 (MAIN STREET) IN MYRTLE BEACH, THEN 0.4
 DD0840'KM (0.25 MI) SE ALONG STATE ROAD 267 (21ST AVENUE SOUTH), THEN 0.1 KM
 DD0840'(0.05 MI) SOUTHERLY ALONG STATE HIGHWAY 73 (OCEAN BOULEVARD), SET IN
 DD0840'THE SIDEWALK NEAR THE EAST CORNER OF THE MYSTIC SEA MOTEL, 13.0 METERS
 DD0840'(42.7 FT) NNW OF THE CENTER OF THE HIGHWAY, 0.94 METER (3.08 FT) EAST
 DD0840'OF THE EAST CORNER OF THE MOTEL.
 DD0840
 DD0840                          STATION RECOVERY (2005)
 DD0840
 DD0840'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD0840'RECOVERED IN GOOD CONDITION.
 DD0840
 DD0840                          STATION RECOVERY (2006)
 DD0840
 DD0840'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0850 ***********************************************************************
 DD0850  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0850  DESIGNATION -  866 1070 H TIDAL
 DD0850  PID         -  DD0850
 DD0850  STATE/COUNTY-  SC/HORRY
 DD0850  USGS QUAD   -  MYRTLE BEACH (1994)
 DD0850
 DD0850                         *CURRENT SURVEY CONTROL
 DD0850  ___________________________________________________________________
 DD0850* NAD 83(1986)-  33 39 32.     (N)    078 55 34.     (W)     SCALED    
 DD0850* NAVD 88     -         6.515  (meters)      21.37   (feet)  ADJUSTED  
 DD0850  ___________________________________________________________________
 DD0850  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DD0850  DYNAMIC HT  -           6.508 (meters)      21.35  (feet)  COMP
 DD0850  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 DD0850
 DD0850  VERT ORDER  -  FIRST     CLASS II
 DD0850
 DD0850.The horizontal coordinates were scaled from a topographic map and have
 DD0850.an estimated accuracy of +/- 6 seconds.
 DD0850
 DD0850.The orthometric height was determined by differential leveling
 DD0850.and adjusted by the National Geodetic Survey in June 1991..
 DD0850
 DD0850.This Tidal Bench Mark is designated as VM 570
 DD0850.by the Center for Operational Oceanographic Products and Services.
 DD0850
 DD0850.The geoid height was determined by GEOID03.
 DD0850
 DD0850.The dynamic height is computed by dividing the NAVD 88
 DD0850.geopotential number by the normal gravity value computed on the
 DD0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0850.degrees latitude (g = 980.6199 gals.).
 DD0850
 DD0850.The modeled gravity was interpolated from observed gravity values.
 DD0850
 DD0850;                    North         East    Units  Estimated Accuracy
 DD0850;SPC SC       -   204,380.      801,910.      MT  (+/- 180 meters Scaled)
 DD0850
 DD0850                          SUPERSEDED SURVEY CONTROL
 DD0850
 DD0850  NGVD 29 (03/21/89)    6.817  (m)           22.37   (f) ADJUSTED    1 2
 DD0850
 DD0850.Superseded values are not recommended for survey control.
 DD0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0850.See file dsdata.txt to determine how the superseded data were derived.
 DD0850
 DD0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT922262(NAD 83)
 DD0850_MARKER: DJ = TIDAL STATION DISK
 DD0850_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0850_SP_SET: COPPER-CLAD STEEL ROD
 DD0850_STAMPING: 1070 H 1978
 DD0850_MARK LOGO: NOS   
 DD0850_PROJECTION: FLUSH
 DD0850_MAGNETIC: I = MARKER IS A STEEL ROD
 DD0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0850+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DD0850_ROD/PIPE-DEPTH: 9.75 meters
 DD0850
 DD0850  HISTORY     - Date     Condition        Report By
 DD0850  HISTORY     - 1978     MONUMENTED       NOS
 DD0850  HISTORY     - 1979     GOOD             NGS
 DD0850  HISTORY     - 1985     GOOD             SCGS
 DD0850  HISTORY     - 19970611 GOOD             SCGS
 DD0850  HISTORY     - 20010519 GOOD             NOS
 DD0850  HISTORY     - 20060822 GOOD             USPSQD
 DD0850
 DD0850                          STATION DESCRIPTION
 DD0850
 DD0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0850'4.1 MI SW FROM MYRTLE BEACH.
 DD0850'0.2 MILE SOUTHEAST ALONG NINTH AVENUE FROM ITS JUNCTION WITH KINGS
 DD0850'HIGHWAY (U.S. HIGHWAY 17) IN MYRTLE BEACH, AND THENCE 3.9 MILES
 DD0850'SOUTHWEST ALONG OCEAN BOULEVARD AND STATE HIGHWAY 73 TO THE
 DD0850'ENTRANCE OF MYRTLE BEACH AIR FORCE BASE.  AT THE INTERSECTION OF
 DD0850'U.S. HIGHWAY 17 AND STATE HIGHWAY 73, SET IN THE MEDIAN OF THE RIGHT
 DD0850'TURN LANE TO U.S. HIGHWAY 17, IN FRONT OF A GAS STATION AND CONVENIENT
 DD0850'STORE, 57 FEET SOUTHEAST OF THE CENTERLINE OF THE U.S. HIGHWAY, 59
 DD0850'FEET NORTHEAST OF THE CENTERLINE OF THE STATE HIGHWAY, 46.4 FEET
 DD0850'SOUTHWEST OF THE NORTHEAST CORNER OF THE TRIANGULAR SHAPED MEDIAN,
 DD0850'22 FEET WEST OF THE CENTER OF THE RIGHT TURN TO U.S. HIGHWAY 17,
 DD0850'AND 11.5 FEET NORTHWEST OF A POWER POLE.
 DD0850'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 DD0850
 DD0850                          STATION RECOVERY (1985)
 DD0850
 DD0850'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD0850'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  4.7 KM
 DD0850'(2.9 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE JUNCTION OF
 DD0850'STATE HIGHWAY 544 IN SURFSIDE BEACH TO THE ENTRANCE OF THE MYRTLE
 DD0850'BEACH AIR FORCE BASE, SET IN A GRASSY MEDIAN IN THE EAST ANGLE OF
 DD0850'STATE HIGHWAY 73 (OCEAN BOULEVARD), 6.53 METERS (21.42 FT) WEST OF THE
 DD0850'CENTER OF A PAVED ENTRANCE ROAD TO 17 BUSINESS, 17.0 METERS (55.77 FT)
 DD0850'EAST NORTHEAST OF THE CENTER OF THE STATE HIGHWAY, 7.2 METERS
 DD0850'(23.62 FT) SOUTH SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF 17
 DD0850'BUSINESS, 30.9 METERS (101.38 FT) WEST SOUTHWEST OF THE NORTHWEST LEG
 DD0850'OF A PHILLIPS 66 SIGN.
 DD0850'THE MARK IS 0.23 METERS  SW FROM A WITNESS POST.
 DD0850'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD0850
 DD0850                          STATION RECOVERY (1997)
 DD0850
 DD0850'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD0850'STATION IS LOCATED IN A GRASSY ISLAND IN THE EAST ANGLE OF THE
 DD0850'JUNCTION OF U.S.  HIGHWAY 17 BUSINESS (KINGS HIGHWAY) AND STATE
 DD0850'HIGHWAY 73 (OCEAN BOULEVARD) , 3.05 MILES (4.91 KM) SOUTHWEST OF
 DD0850'MYRTLE BEACH.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 DD0850'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  STATION IS A DISK
 DD0850'ATTACHED TO A COPPER-CLAD ROD RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT
 DD0850'(15.2 CM) BELOW THE HIGHWAY, 23.4 FEET (7.1 M) SOUTHEAST OF THE CENTER
 DD0850'OF 17 BUSINESS NORTHBOUND LANES, 59.6 FEET (18.2 M) NORTHEAST OF THE
 DD0850'CENTER OF HIGHWAY 73 LEFT TURN LANES, 89.8 FEET (27.4 M) NORTHWEST OF
 DD0850'FIRE HYDRANT, 101.4 FEET (30.9 M) WEST SOUTHWEST OF THE NORTHWEST LEG
 DD0850'OF A PHILLIPS 66 SIGN, 21.4 FEET (6.5 M) WEST NORTHWEST OF THE CENTER
 DD0850'OF A CONNECTOR FROM HIGHWAY 73 SOUTHBOUND TO HIGHWAY 17 BUSINESS
 DD0850'NORTHBOUND, 8.4 FEET (2.6 M) NORTH NORTHEAST OF A WITNESS POST.
 DD0850'RECOVERED BY C.E.  GEOGHEGAN.
 DD0850
 DD0850                          STATION RECOVERY (2001)
 DD0850
 DD0850'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DD0850'RECOVERED AS DESCRIBED
 DD0850
 DD0850                          STATION RECOVERY (2006)
 DD0850
 DD0850'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1542 ***********************************************************************
 DD1542  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1542  DESIGNATION -  866 1070 J TIDAL
 DD1542  PID         -  DD1542
 DD1542  STATE/COUNTY-  SC/HORRY
 DD1542  USGS QUAD   -  MYRTLE BEACH (1994)
 DD1542
 DD1542                         *CURRENT SURVEY CONTROL
 DD1542  ___________________________________________________________________
 DD1542* NAD 83(1986)-  33 39 31.     (N)    078 55 12.     (W)     SCALED    
 DD1542* NAVD 88     -         2.056  (meters)       6.75   (feet)  ADJUSTED  
 DD1542  ___________________________________________________________________
 DD1542  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DD1542  DYNAMIC HT  -           2.054 (meters)       6.74  (feet)  COMP
 DD1542  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DD1542
 DD1542  VERT ORDER  -  FIRST     CLASS II
 DD1542
 DD1542.The horizontal coordinates were scaled from a topographic map and have
 DD1542.an estimated accuracy of +/- 6 seconds.
 DD1542
 DD1542.The orthometric height was determined by differential leveling
 DD1542.and adjusted by the National Geodetic Survey in June 1991..
 DD1542
 DD1542.This Tidal Bench Mark is designated as VM 571
 DD1542.by the Center for Operational Oceanographic Products and Services.
 DD1542
 DD1542.The geoid height was determined by GEOID03.
 DD1542
 DD1542.The dynamic height is computed by dividing the NAVD 88
 DD1542.geopotential number by the normal gravity value computed on the
 DD1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1542.degrees latitude (g = 980.6199 gals.).
 DD1542
 DD1542.The modeled gravity was interpolated from observed gravity values.
 DD1542
 DD1542;                    North         East    Units  Estimated Accuracy
 DD1542;SPC SC       -   204,360.      802,470.      MT  (+/- 180 meters Scaled)
 DD1542
 DD1542                          SUPERSEDED SURVEY CONTROL
 DD1542
 DD1542  NGVD 29 (05/09/91)    2.359  (m)            7.74   (f) ADJUSTED    1 2
 DD1542
 DD1542.Superseded values are not recommended for survey control.
 DD1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1542.See file dsdata.txt to determine how the superseded data were derived.
 DD1542
 DD1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT928262(NAD 83)
 DD1542_MARKER: DJ = TIDAL STATION DISK
 DD1542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1542_SP_SET: STAINLESS STEEL ROD
 DD1542_STAMPING: 1070 J 1982
 DD1542_MARK LOGO: NOS   
 DD1542_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1542+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2001
 DD1542
 DD1542  HISTORY     - Date     Condition        Report By
 DD1542  HISTORY     - 1982     MONUMENTED       NOS
 DD1542  HISTORY     - 1985     GOOD             SCGS
 DD1542  HISTORY     - 19900430 GOOD             NGS
 DD1542  HISTORY     - 19970611 GOOD             SCGS
 DD1542  HISTORY     - 20010519 GOOD             NOS
 DD1542
 DD1542                          STATION DESCRIPTION
 DD1542
 DD1542'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1542'IN MYRTLE BEACH.
 DD1542'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1542'4.7 KM (2.9 MI) NORTHEAST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1542'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH TO THE ENTRANCE TO THE
 DD1542'MYRTLE BEACH AIR FORCE BASE, THENCE 0.6 KM (0.4 MI) NORTHEASTERLY
 DD1542'ALONG STATE HIGHWAY 73 (OCEAN BOULEVARD), SET NEAR A POWER POLE IN THE
 DD1542'SOUTHEAST ANGLE OF A SAND DRIVE LEADING TO LIFT STATION NUMBER 70,
 DD1542'23.65 METERS (77.59 FT) NORTH NORTHWEST OF THE NORTH CORNER OF AN
 DD1542'ALUMINUM BUILDING, 10.7 METERS (35.1 FT) SOUTH OF THE CENTER OF THE
 DD1542'NORTHBOUND LANES OF THE HIGHWAY, 10.4 METERS (34.12 FT) EAST OF THE
 DD1542'CENTER OF THE DRIVE, 1.53 METERS (5.02 FT) EAST OF THE POWER POLE
 DD1542'NUMBER 68803, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND
 DD1542'FLUSH WITH GROUND.
 DD1542'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 DD1542
 DD1542                          STATION RECOVERY (1990)
 DD1542
 DD1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1542'4.6 KM (2.86 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1542'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH,
 DD1542'THENCE 0.6 KM (0.37 MI) EAST AND NORTHEASTERLY ALONG STATE HIGHWAY 73
 DD1542'(OCEAN BOULEVARD), 21.8 M (71.52 FT) NORTH OF THE NORTHWEST CORNER OF
 DD1542'AN ALUMINUM BUILDING, 15.0 M (49.21 FT) SOUTH OF THE CENTER OF THE
 DD1542'MEDIAN OF THE HIGHWAY, 14.1 M (46.26 FT) NORTH-NORTHEAST OF UTILITY
 DD1542'POLE NUMBER 18635 WITH A METER ATTACHED, 10.3 M (33.79 FT) EAST OF
 DD1542'THE CENTER OF THE ENTRANCE TO LIFT STATION NUMBER 70, 1.6 M (5.25 FT)
 DD1542'EAST OF UTILITY POLE NUMBER 68803 WITH A GUY CABLE AND TRANSFORMER,
 DD1542'1.2 M (3.94 FT) EAST OF A WITNESS POST, AND 0.3 M (0.98 FT) BELOW THE
 DD1542'LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS CRIMPED TO A COPPER-COATED
 DD1542'STEEL ROD ENCASED IN A 4-INCH PVC PIPE THAT IS 0.2 M (0.66 FT) BELOW
 DD1542'THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.  REPORTED DRIVEN TO
 DD1542'REFUSAL.
 DD1542
 DD1542                          STATION RECOVERY (1997)
 DD1542
 DD1542'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DD1542'STATION IS LOCATED 2.85 MILES (4.59 KM) SOUTHWEST OF MYRTLE BEACH,
 DD1542'14.35 MILES (23.09 KM) SOUTH SOUTHEAST OF CONWAY.  OWNERSHIP--SCDOT,
 DD1542'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD1542'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1542'17 BUSINESS (KINGS HIGHWAY) AND STATE HIGHWAY 73 (OCEAN BOULEVARD) ,
 DD1542'3.15 MILES (5.07 KM) SOUTHWEST OF MYRTLE BEACH, GO SOUTHEAST ON
 DD1542'HIGHWAY 73 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR A
 DD1542'POWER POLE IN THE SOUTHEAST ANGLE OF A SERVICE DRIVEWAY FOR LEROY
 DD1542'SPRINGS AND COMPANY RESORT.  STATION IS A DISK ATTACHED TO A STAINLESS
 DD1542'STEEL ROD RECESSED 1.2 FEET (0.4 M) AND 1.5 FEET (0.5 M) BELOW THE
 DD1542'HIGHWAY, 35.5 FEET (10.8 M) SOUTH OF THE CENTER OF THE NORTHBOUND
 DD1542'LANES OF THE HIGHWAY, 17.7 FEET (5.4 M) NORTHEAST OF THE EAST END OF A
 DD1542'2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE SERVICE DRIVEWAY, 5.1 FEET
 DD1542'(1.6 M) EAST OF THE POWER POLE 68803/40AKS WITH A GUY WIRE AND A
 DD1542'TRANSFORMER, 77.9 FEET (23.7 M) WEST NORTHWEST OF A POWER POLE NUMBER
 DD1542'65330 WITH THREE GUY WIRES, 5.1 FEET (1.6 M) EAST OF A WITNESS POST.
 DD1542'NOTE-MARGINAL GPS SITE.  RECOVERED BY C.E. GEOGHEGAN.
 DD1542
 DD1542                          STATION RECOVERY (2001)
 DD1542
 DD1542'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DD1542'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG7044 ***********************************************************************
 DG7044  DESIGNATION -  866 1070 K TIDAL
 DG7044  PID         -  DG7044
 DG7044  STATE/COUNTY-  SC/HORRY
 DG7044  USGS QUAD   -  MYRTLE BEACH (1994)
 DG7044
 DG7044                         *CURRENT SURVEY CONTROL
 DG7044  ___________________________________________________________________
 DG7044* NAD 83(1986)-  33 39 25.     (N)    078 55 03.     (W)     SCALED    
 DG7044* NAVD 88     -         1.943  (meters)       6.37   (feet)  ADJUSTED  
 DG7044  ___________________________________________________________________
 DG7044  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DG7044  DYNAMIC HT  -           1.941 (meters)       6.37  (feet)  COMP
 DG7044  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 DG7044
 DG7044  VERT ORDER  -  SECOND    CLASS I
 DG7044
 DG7044.The horizontal coordinates were scaled from a topographic map and have
 DG7044.an estimated accuracy of +/- 6 seconds.
 DG7044
 DG7044.The orthometric height was determined by differential leveling
 DG7044.and adjusted by the National Geodetic Survey in September 2005..
 DG7044.No vertical observational check was made to the station.
 DG7044
 DG7044.The geoid height was determined by GEOID03.
 DG7044
 DG7044.The dynamic height is computed by dividing the NAVD 88
 DG7044.geopotential number by the normal gravity value computed on the
 DG7044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7044.degrees latitude (g = 980.6199 gals.).
 DG7044
 DG7044.The modeled gravity was interpolated from observed gravity values.
 DG7044
 DG7044;                    North         East    Units  Estimated Accuracy
 DG7044;SPC SC       -   204,180.      802,710.      MT  (+/- 180 meters Scaled)
 DG7044
 DG7044                          SUPERSEDED SURVEY CONTROL
 DG7044
 DG7044.No superseded survey control is available for this station.
 DG7044
 DG7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT931260(NAD 83)
 DG7044_MARKER: DJ = TIDAL STATION DISK
 DG7044_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG7044_STAMPING: 1070 K 1995
 DG7044_MARK LOGO: NOS   
 DG7044_PROJECTION: FLUSH
 DG7044_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7044+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DG7044_ROD/PIPE-DEPTH: 5.8  meters
 DG7044
 DG7044  HISTORY     - Date     Condition        Report By
 DG7044  HISTORY     - 1995     MONUMENTED       NOS
 DG7044  HISTORY     - 20010519 GOOD             NOS
 DG7044  HISTORY     - 20060822 GOOD             USPSQD
 DG7044
 DG7044                          STATION DESCRIPTION
 DG7044
 DG7044'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DG7044'4.6 KM (2.85 MI) NE ALONG U.S. HIGHWAY 17 BUSINESS FROM THE JUNCTION
 DG7044'OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THEN 0.8 KM (0.50 MI) EAST
 DG7044'ALONG STATE HIGHWAY 73 (OCEAN BOULEVARD), THEN 0.2 KM (0.10 MI) SW
 DG7044'ALONG ROAD S-26-28, THE BENCH MARK IS SET AT THE FOOT OF THE RAMP
 DG7044'LEADING TO SPRINGMAID PIER, 23.99 M (78.71 FT) SOUTH OF THE NE CORNER
 DG7044'OF THE LSC HOTEL, 18.81 M (61.71 FT) NORTH OF THE SW CORNER OF THE
 DG7044'PIER RESTAURANT, AND 2.80 M (9.19 FT) SW OF THE CENTERLINE OF THE
 DG7044'WALKWAY LEADING TO THE PIER.  THE BENCH MARK IS CRIMPED TO A STAINLESS
 DG7044'STEEL ROD DRIVEN 5.8 M (19.0 FT) TO REFUSAL, AND ENCASED IN A 5-INCH
 DG7044'PVC PIPE AND CONCRETE KICKBLOCK.
 DG7044
 DG7044                          STATION RECOVERY (2006)
 DG7044
 DG7044'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG7044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG7045 ***********************************************************************
 DG7045  DESIGNATION -  866 1070 L TIDAL
 DG7045  PID         -  DG7045
 DG7045  STATE/COUNTY-  SC/HORRY
 DG7045  USGS QUAD   -  MYRTLE BEACH (1994)
 DG7045
 DG7045                         *CURRENT SURVEY CONTROL
 DG7045  ___________________________________________________________________
 DG7045* NAD 83(1986)-  33 39 28.     (N)    078 55 07.     (W)     SCALED    
 DG7045* NAVD 88     -         2.421  (meters)       7.94   (feet)  ADJUSTED  
 DG7045  ___________________________________________________________________
 DG7045  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DG7045  DYNAMIC HT  -           2.418 (meters)       7.93  (feet)  COMP
 DG7045  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 DG7045
 DG7045  VERT ORDER  -  SECOND    CLASS I
 DG7045
 DG7045.The horizontal coordinates were scaled from a topographic map and have
 DG7045.an estimated accuracy of +/- 6 seconds.
 DG7045
 DG7045.The orthometric height was determined by differential leveling
 DG7045.and adjusted by the National Geodetic Survey in September 2005..
 DG7045
 DG7045.The geoid height was determined by GEOID03.
 DG7045
 DG7045.The dynamic height is computed by dividing the NAVD 88
 DG7045.geopotential number by the normal gravity value computed on the
 DG7045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7045.degrees latitude (g = 980.6199 gals.).
 DG7045
 DG7045.The modeled gravity was interpolated from observed gravity values.
 DG7045
 DG7045;                    North         East    Units  Estimated Accuracy
 DG7045;SPC SC       -   204,270.      802,600.      MT  (+/- 180 meters Scaled)
 DG7045
 DG7045                          SUPERSEDED SURVEY CONTROL
 DG7045
 DG7045.No superseded survey control is available for this station.
 DG7045
 DG7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT929261(NAD 83)
 DG7045_MARKER: F = FLANGE-ENCASED ROD
 DG7045_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG7045_STAMPING: 1070 L 2000
 DG7045_MARK LOGO: NOS   
 DG7045_PROJECTION: RECESSED 10 CENTIMETERS
 DG7045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7045+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DG7045_ROD/PIPE-DEPTH: 17.1 meters
 DG7045
 DG7045  HISTORY     - Date     Condition        Report By
 DG7045  HISTORY     - 2000     MONUMENTED       NOS
 DG7045  HISTORY     - 20010519 GOOD             NOS
 DG7045  HISTORY     - 20060822 GOOD             USPSQD
 DG7045
 DG7045                          STATION DESCRIPTION
 DG7045
 DG7045'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DG7045'THE BENCH MARK IS LOCATED AT THE CORNER OF 29TH AVE SOUTH AND OCEAN
 DG7045'BLVD IN A STRIP OF GRASS AT 28075 OCEAN BLVD MYRTLE BEACH,SC 29577.
 DG7045'THE BM IS 3.60 M SE OF HYDRANT,15.65 M NE OF TELEPHONE POLE NO.83256
 DG7045'WITH LIGHT, 12.7 M SSW OF CENTER LINE OF THE TROPICAL SEAS HOLE FRONT
 DG7045'PARKING LOT, 27.5  M NW OF POWER POLE NO.19871 SPLITTING THE PROPERTY
 DG7045'OF THE TROPICAL SEAS HOTEL AND CROWN REEF HOTEL PARKING LOTS, AND .36
 DG7045'M SOUTH OF WITNESS POST.THE BM IS 0.05 M BELOW THE SURFACE OF THE
 DG7045'GROUND ENCASED IN A 6 PVC PIPE.
 DG7045
 DG7045                          STATION RECOVERY (2006)
 DG7045
 DG7045'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG7045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG7046 ***********************************************************************
 DG7046  DESIGNATION -  866 1070 M TIDAL
 DG7046  PID         -  DG7046
 DG7046  STATE/COUNTY-  SC/HORRY
 DG7046  USGS QUAD   -  MYRTLE BEACH (1994)
 DG7046
 DG7046                         *CURRENT SURVEY CONTROL
 DG7046  ___________________________________________________________________
 DG7046* NAD 83(1986)-  33 39 32.     (N)    078 55 08.     (W)     SCALED    
 DG7046* NAVD 88     -         2.401  (meters)       7.88   (feet)  ADJUSTED  
 DG7046  ___________________________________________________________________
 DG7046  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DG7046  DYNAMIC HT  -           2.399 (meters)       7.87  (feet)  COMP
 DG7046  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 DG7046
 DG7046  VERT ORDER  -  SECOND    CLASS I
 DG7046
 DG7046.The horizontal coordinates were scaled from a topographic map and have
 DG7046.an estimated accuracy of +/- 6 seconds.
 DG7046
 DG7046.The orthometric height was determined by differential leveling
 DG7046.and adjusted by the National Geodetic Survey in September 2005..
 DG7046
 DG7046.The geoid height was determined by GEOID03.
 DG7046
 DG7046.The dynamic height is computed by dividing the NAVD 88
 DG7046.geopotential number by the normal gravity value computed on the
 DG7046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7046.degrees latitude (g = 980.6199 gals.).
 DG7046
 DG7046.The modeled gravity was interpolated from observed gravity values.
 DG7046
 DG7046;                    North         East    Units  Estimated Accuracy
 DG7046;SPC SC       -   204,390.      802,580.      MT  (+/- 180 meters Scaled)
 DG7046
 DG7046                          SUPERSEDED SURVEY CONTROL
 DG7046
 DG7046.No superseded survey control is available for this station.
 DG7046
 DG7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT929262(NAD 83)
 DG7046_MARKER: DJ = TIDAL STATION DISK
 DG7046_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG7046+WITH SETTING: PAVEMENT
 DG7046_SP_SET: SIGN FOUNDATION
 DG7046_STAMPING: 1070 M 2001
 DG7046_MARK LOGO: NOS   
 DG7046_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7046+STABILITY: SURFACE MOTION
 DG7046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7046+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DG7046
 DG7046  HISTORY     - Date     Condition        Report By
 DG7046  HISTORY     - 2001     MONUMENTED       NOS
 DG7046  HISTORY     - 20060822 GOOD             USPSQD
 DG7046
 DG7046                          STATION DESCRIPTION
 DG7046
 DG7046'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DG7046'IN MYRTLE BEACH,4.6 KM(2.85 MI) NE ALONG U.S.HIGHWAY 17 BUSINESS FROM
 DG7046'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THEN 0.8 KM (0.5 MI)
 DG7046'EAST ALONG STATE HIGHWAY 73,THEN 0.2 KM(0.1 MI) SW ALONG ROAD S-26-28
 DG7046'THE BENCH MARK IS SET IN THE FOUNDATION OF A CINDERBLOCK AND V SHAPED
 DG7046'SIGN FOR SPRINGMAID BEACH, 43.2 M (141.7 FT) NW OF POWER POLE WITH A
 DG7046'TRANSFORMER NO.  18942, 21.73 M (71.29 FT) SOUTH OF THE CENTERLINE OF
 DG7046'SPRINGMAID BLVD., 20.01 M (65.65 FT) EAST OF THE CENTERLINE OF SOUTH
 DG7046'OCEAN BLVD., 17.10 M (56.10 FT) SW OF POWER POLE NO.  40210, 0.25 M
 DG7046'(0.82 FT) SOUTH OF THE SOUTH END OF THE SPRINGMAID BEACH SIGN.
 DG7046
 DG7046                          STATION RECOVERY (2006)
 DG7046
 DG7046'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG7046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2370 ***********************************************************************
 DD2370  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2370  DESIGNATION -  866 1139 A TIDAL
 DD2370  PID         -  DD2370
 DD2370  STATE/COUNTY-  SC/HORRY
 DD2370  USGS QUAD   -  BUCKSVILLE (1973)
 DD2370
 DD2370                         *CURRENT SURVEY CONTROL
 DD2370  ___________________________________________________________________
 DD2370* NAD 83(1986)-  33 39 01.     (N)    079 05 40.     (W)     SCALED    
 DD2370* NAVD 88     -         1.948  (meters)       6.39   (feet)  ADJUSTED  
 DD2370  ___________________________________________________________________
 DD2370  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD2370  DYNAMIC HT  -           1.946 (meters)       6.38  (feet)  COMP
 DD2370  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 DD2370
 DD2370  VERT ORDER  -  FIRST     CLASS II
 DD2370
 DD2370.The horizontal coordinates were scaled from a topographic map and have
 DD2370.an estimated accuracy of +/- 6 seconds.
 DD2370
 DD2370.The orthometric height was determined by differential leveling
 DD2370.and adjusted by the National Geodetic Survey in June 1991..
 DD2370
 DD2370.This Tidal Bench Mark is designated as VM 583
 DD2370.by the Center for Operational Oceanographic Products and Services.
 DD2370
 DD2370.The geoid height was determined by GEOID03.
 DD2370
 DD2370.The dynamic height is computed by dividing the NAVD 88
 DD2370.geopotential number by the normal gravity value computed on the
 DD2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2370.degrees latitude (g = 980.6199 gals.).
 DD2370
 DD2370.The modeled gravity was interpolated from observed gravity values.
 DD2370
 DD2370;                    North         East    Units  Estimated Accuracy
 DD2370;SPC SC       -   203,120.      786,320.      MT  (+/- 180 meters Scaled)
 DD2370
 DD2370                          SUPERSEDED SURVEY CONTROL
 DD2370
 DD2370  NGVD 29 (03/21/89)    2.249  (m)            7.38   (f) ADJUSTED    1 2
 DD2370
 DD2370.Superseded values are not recommended for survey control.
 DD2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2370.See file dsdata.txt to determine how the superseded data were derived.
 DD2370
 DD2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT767250(NAD 83)
 DD2370_MARKER: DJ = TIDAL STATION DISK
 DD2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2370_SP_SET: CONCRETE POST
 DD2370_STAMPING: 1139 A 1982
 DD2370_MARK LOGO: NOS   
 DD2370_PROJECTION: FLUSH
 DD2370_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2370+STABILITY: SURFACE MOTION
 DD2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2370+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2370
 DD2370  HISTORY     - Date     Condition        Report By
 DD2370  HISTORY     - 1982     MONUMENTED       NOS
 DD2370  HISTORY     - 1987     GOOD             SCGS
 DD2370  HISTORY     - 19920717 GOOD             NGS
 DD2370
 DD2370                          STATION DESCRIPTION
 DD2370
 DD2370'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2370'20.9 KM (13.0 MI) SOUTH FROM CONWAY.
 DD2370'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2370'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2370'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2370'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2370'AVENUE), THENCE 17.95 KM (11.15 MI) WEST-SOUTHWEST AND SOUTHERLY
 DD2370'ALONG HIGHWAY 701, THENCE 5.0 KM (3.1 MI) SOUTHERLY AND SOUTHEAST
 DD2370'ALONG STATE ROAD 48 (HIGHWAY 48) TO A SHARP TURN LEFT AND THE END OF
 DD2370'THE ROAD, THENCE 0.1 KM (0.05 MI) LEFT ALONG A PAVED ROAD LEADING TO
 DD2370'A RESTUARANT, THENCE 0.1 KM (0.05 MI) SOUTH-SOUTHEAST ALONG A SAND
 DD2370'ROAD, SET NEAR THE CONCRETE FOUNDATION OF A LARGE IRON PIPE SIGN,
 DD2370'23.55 METERS (77.3 FT) NORTH OF A DOUBLE-TRUNKED OAK TREE, 12.5
 DD2370'METERS (41.0 FT) EAST OF THE CENTER OF THE ROAD, 22.85 METERS (75.0
 DD2370'FT) WEST-NORTHWEST OF A POWER POLE NUMBER 32943 WITH A TRANSFORMER
 DD2370'AND A SECURITY LIGHT, 1.1 METERS (3.6 FT) SOUTHEAST OF THE CENTER OF
 DD2370'THE PIPE PORTION OF THE SIGN.
 DD2370
 DD2370                          STATION RECOVERY (1992)
 DD2370
 DD2370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2370'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2370'CITY HALL IN CONWAY, THENCE 18.0 KM (11.20 MI) SOUTHERLY ALONG U.S.
 DD2370'HIGHWAY 701 (4TH AVENUE), THENCE 5.3 KM (3.30 MI) SOUTHEASTERLY ALONG
 DD2370'STATE ROAD S 26 48 (BUCKSPORT ROAD), THENCE 0.1 KM (0.05 MI)
 DD2370'NORTHEASTERLY ALONG A SAND ROAD LEADING TO A MARINA, 23.6 M (77.4 FT)
 DD2370'NORTH OF A DOUBLE TRUNK OAK TREE, 12.5 M (41.0 FT) EAST OF AND LEVEL
 DD2370'WITH THE CENTER OF THE ROAD, 4.5 M (14.8 FT) SOUTHEAST OF UTILITY
 DD2370'LIGHT POLE NUMBER 34069 WITH A TRANSFORMER, 1.2 M (3.9 FT) SOUTHWEST
 DD2370'OF THE EAST CORNER OF A FOOTING FOR A SIGN (PHILLIPS 66), 0.9 M (3.0
 DD2370'FT) EAST-SOUTHEAST OF THE SOUTH CORNER OF THE FOOTING, AND THE
 DD2370'MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2367 ***********************************************************************
 DD2367  DESIGNATION -  866 1139 B TIDAL
 DD2367  PID         -  DD2367
 DD2367  STATE/COUNTY-  SC/HORRY
 DD2367  USGS QUAD   -  BUCKSVILLE (1973)
 DD2367
 DD2367                         *CURRENT SURVEY CONTROL
 DD2367  ___________________________________________________________________
 DD2367* NAD 83(1986)-  33 39 03.     (N)    079 05 47.     (W)     SCALED    
 DD2367* NAVD 88     -         2.399  (meters)       7.87   (feet)  ADJUSTED  
 DD2367  ___________________________________________________________________
 DD2367  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD2367  DYNAMIC HT  -           2.397 (meters)       7.86  (feet)  COMP
 DD2367  MODELED GRAV-     979,601.7   (mgal)                       NAVD 88
 DD2367
 DD2367  VERT ORDER  -  FIRST     CLASS II
 DD2367
 DD2367.The horizontal coordinates were scaled from a topographic map and have
 DD2367.an estimated accuracy of +/- 6 seconds.
 DD2367
 DD2367.The orthometric height was determined by differential leveling
 DD2367.and adjusted by the National Geodetic Survey in June 1991..
 DD2367
 DD2367.The geoid height was determined by GEOID03.
 DD2367
 DD2367.The dynamic height is computed by dividing the NAVD 88
 DD2367.geopotential number by the normal gravity value computed on the
 DD2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2367.degrees latitude (g = 980.6199 gals.).
 DD2367
 DD2367.The modeled gravity was interpolated from observed gravity values.
 DD2367
 DD2367;                    North         East    Units  Estimated Accuracy
 DD2367;SPC SC       -   203,180.      786,140.      MT  (+/- 180 meters Scaled)
 DD2367
 DD2367                          SUPERSEDED SURVEY CONTROL
 DD2367
 DD2367  NGVD 29 (03/21/89)    2.700  (m)            8.86   (f) ADJUSTED    1 2
 DD2367
 DD2367.Superseded values are not recommended for survey control.
 DD2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2367.See file dsdata.txt to determine how the superseded data were derived.
 DD2367
 DD2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT765250(NAD 83)
 DD2367_MARKER: DJ = TIDAL STATION DISK
 DD2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2367_SP_SET: CONCRETE POST
 DD2367_STAMPING: 1139 B 1982
 DD2367_MARK LOGO: NOS   
 DD2367_PROJECTION: FLUSH
 DD2367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2367+STABILITY: SURFACE MOTION
 DD2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2367+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2367
 DD2367  HISTORY     - Date     Condition        Report By
 DD2367  HISTORY     - 1982     MONUMENTED       NOS
 DD2367  HISTORY     - 1986     GOOD             SCGS
 DD2367  HISTORY     - 19920717 GOOD             NGS
 DD2367
 DD2367                          STATION DESCRIPTION
 DD2367
 DD2367'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD2367'20.9 KM (13.0 MI) SOUTH FROM CONWAY.
 DD2367'THE MARK IS 0.30 M BELOW THE ROAD.
 DD2367'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2367'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2367'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2367'AVENUE), THENCE 17.95 KM (11.15 MI) WEST-SOUTHWEST AND SOUTHERLY
 DD2367'ALONG HIGHWAY 701, THENCE 4.9 KM (3.05 MI) SOUTHERLY AND SOUTHEAST
 DD2367'ALONG STATE ROAD 48 (HIGWWAY 48), THENCE 0.1 KM (0.05 MI) NORTHEAST
 DD2367'ALONG A PAVED ROAD LEADING TO A LARGE ALUMINUM BUILDING AND A BOAT
 DD2367'DOCK, SET NEAR THE WEST CORNER OF THE BUILDING, 36.25 METERS (118.9
 DD2367'FT) SOUTHWEST OF A TELEPHONE JUNCTION BOX POST, 28.7 METERS (94.2 FT)
 DD2367'EAST OF A POWER POLE NUMBER 9284, 10.7 METERS (35.1 FT)
 DD2367'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 0.77 METER (2.5 FT)
 DD2367'WEST-NORTHWEST OF THE CORNER OF THE BUILDING.
 DD2367
 DD2367                          STATION RECOVERY (1992)
 DD2367
 DD2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2367'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2367'CITY HALL IN CONWAY, THENCE 18.0 KM (11.20 MI) SOUTHERLY ALONG U.S.
 DD2367'HIGHWAY 701 (4TH AVENUE), THENCE 5.1 KM (3.15 MI) SOUTHEASTERLY ALONG
 DD2367'STATE ROAD S 26 48 (BUCKSPORT ROAD), THENCE 0.1 KM (0.05 MI)
 DD2367'NORTHEAST ALONG A PAVED ROAD LEADING TO A MARINA, 28.7 M (94.2 FT)
 DD2367'EAST OF UTILITY POLE NUMBER 9284 WITH A GUY CABLE, 12.3 M (40.4 FT)
 DD2367'NORTHEAST OF THE CENTER OF A DRIVEWAY, 10.7 M (35.1 FT) SOUTHEAST OF
 DD2367'AND LEVEL WITH THE CENTER OF THE ROAD, 4.7 M (15.4 FT) EAST OF THE
 DD2367'EAST CORNER OF A STORM DRAIN, AND 0.8 M (2.6 FT) NORTHWEST OF THE
 DD2367'WEST CORNER OF A METAL BUILDING, AND THE MONUMENT IS FLUSH WITH THE
 DD2367'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2366 ***********************************************************************
 DD2366  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2366  DESIGNATION -  866 1139 C TIDAL
 DD2366  PID         -  DD2366
 DD2366  STATE/COUNTY-  SC/HORRY
 DD2366  USGS QUAD   -  BUCKSVILLE (1973)
 DD2366
 DD2366                         *CURRENT SURVEY CONTROL
 DD2366  ___________________________________________________________________
 DD2366* NAD 83(1986)-  33 39 02.     (N)    079 05 47.     (W)     SCALED    
 DD2366* NAVD 88     -         4.262  (meters)      13.98   (feet)  ADJUSTED  
 DD2366  ___________________________________________________________________
 DD2366  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DD2366  DYNAMIC HT  -           4.258 (meters)      13.97  (feet)  COMP
 DD2366  MODELED GRAV-     979,601.6   (mgal)                       NAVD 88
 DD2366
 DD2366  VERT ORDER  -  FIRST     CLASS II
 DD2366
 DD2366.The horizontal coordinates were scaled from a topographic map and have
 DD2366.an estimated accuracy of +/- 6 seconds.
 DD2366
 DD2366.The orthometric height was determined by differential leveling
 DD2366.and adjusted by the National Geodetic Survey in June 1991..
 DD2366
 DD2366.This Tidal Bench Mark is designated as VM 584
 DD2366.by the Center for Operational Oceanographic Products and Services.
 DD2366
 DD2366.The geoid height was determined by GEOID03.
 DD2366
 DD2366.The dynamic height is computed by dividing the NAVD 88
 DD2366.geopotential number by the normal gravity value computed on the
 DD2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2366.degrees latitude (g = 980.6199 gals.).
 DD2366
 DD2366.The modeled gravity was interpolated from observed gravity values.
 DD2366
 DD2366;                    North         East    Units  Estimated Accuracy
 DD2366;SPC SC       -   203,150.      786,140.      MT  (+/- 180 meters Scaled)
 DD2366
 DD2366                          SUPERSEDED SURVEY CONTROL
 DD2366
 DD2366  NGVD 29 (03/21/89)    4.563  (m)           14.97   (f) ADJUSTED    1 2
 DD2366
 DD2366.Superseded values are not recommended for survey control.
 DD2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2366.See file dsdata.txt to determine how the superseded data were derived.
 DD2366
 DD2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT765250(NAD 83)
 DD2366_MARKER: DJ = TIDAL STATION DISK
 DD2366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2366_SP_SET: STAINLESS STEEL ROD
 DD2366_STAMPING: 1139 C 1982
 DD2366_MARK LOGO: NOS   
 DD2366_PROJECTION: FLUSH
 DD2366_MAGNETIC: I = MARKER IS A STEEL ROD
 DD2366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2366+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2366_ROD/PIPE-DEPTH: 7.62 meters
 DD2366
 DD2366  HISTORY     - Date     Condition        Report By
 DD2366  HISTORY     - 1982     MONUMENTED       NOS
 DD2366  HISTORY     - 1987     GOOD             SCGS
 DD2366  HISTORY     - 19920717 GOOD             NGS
 DD2366
 DD2366                          STATION DESCRIPTION
 DD2366
 DD2366'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2366'20.9 KM (13.0 MI) SOUTH FROM CONWAY.
 DD2366'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2366'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2366'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2366'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2366'AVENUE), THENCE 17.95 KM (11.15 MI) WEST-SOUTHWEST AND SOUTHERLY
 DD2366'ALONG HIGHWAY 701, THENCE 4.9 KM (3.05 MI) SOUTHERLY AND SOUTHEAST
 DD2366'ALONG STATE ROAD 48 (HIGHWAY 48), SET NEAR A POWER POLE WITH A STREET
 DD2366'LIGHT IN THE EAST ANGLE OF A PAVED ROAD LEADING TO A LARGE ALUMINUM
 DD2366'BUILDING AND A BOAT DOCK, 7.55 METERS (24.8 FT) NORTHEAST OF THE
 DD2366'CENTER OF THE ROAD, 12.6 METERS (41.3 FT) SOUTHEAST OF THE CENTER OF
 DD2366'THE PAVED ROAD, 26.8 METERS (87.9 FT) EAST OF A TELEPHONE JUNCTION
 DD2366'BOX POST NUMBER 145/33, 0.65 METER (2.1 FT) NORTHWEST OF THE POWER
 DD2366'POLE NUMBER 9283.
 DD2366'THE MARK IS 0.65 METERS  NW FROM  A WITNESS POST
 DD2366
 DD2366                          STATION RECOVERY (1992)
 DD2366
 DD2366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2366'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2366'CITY HALL IN CONWAY, THENCE 18.0 KM (11.20 MI) SOUTHERLY ALONG U.S.
 DD2366'HIGHWAY 701 (4TH AVENUE), THENCE 5.1 KM (3.15 MI) SOUTHEASTERLY ALONG
 DD2366'STATE ROAD S 26 48 (BUCKSPORT ROAD), 12.6 M (41.3 FT) SOUTHEAST OF
 DD2366'AND LEVEL WITH THE CENTER OF THE ROAD, 7.6 M (24.9 FT) NORTHEAST OF
 DD2366'THE CENTER OF A PAVED ROAD, 2.1 M (6.9 FT) NORTHWEST OF A UTILITY
 DD2366'LIGHT POLE WITH A TRANSFORMER, AND 0.6 M (2.0 FT) NORTHWEST OF A
 DD2366'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 DD2366'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 DD2366'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2368 ***********************************************************************
 DD2368  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2368  DESIGNATION -  866 1139 TIDAL BUCKS 7
 DD2368  PID         -  DD2368
 DD2368  STATE/COUNTY-  SC/HORRY
 DD2368  USGS QUAD   -  BUCKSVILLE (1973)
 DD2368
 DD2368                         *CURRENT SURVEY CONTROL
 DD2368  ___________________________________________________________________
 DD2368* NAD 83(1986)-  33 39 00.     (N)    079 05 45.     (W)     SCALED    
 DD2368* NAVD 88     -         3.946  (meters)      12.95   (feet)  ADJUSTED  
 DD2368  ___________________________________________________________________
 DD2368  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD2368  DYNAMIC HT  -           3.942 (meters)      12.93  (feet)  COMP
 DD2368  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 DD2368
 DD2368  VERT ORDER  -  FIRST     CLASS II
 DD2368
 DD2368.The horizontal coordinates were scaled from a topographic map and have
 DD2368.an estimated accuracy of +/- 6 seconds.
 DD2368
 DD2368.The orthometric height was determined by differential leveling
 DD2368.and adjusted by the National Geodetic Survey in June 1991..
 DD2368
 DD2368.This Tidal Bench Mark is designated as VM 580
 DD2368.by the Center for Operational Oceanographic Products and Services.
 DD2368
 DD2368.The geoid height was determined by GEOID03.
 DD2368
 DD2368.The dynamic height is computed by dividing the NAVD 88
 DD2368.geopotential number by the normal gravity value computed on the
 DD2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2368.degrees latitude (g = 980.6199 gals.).
 DD2368
 DD2368.The modeled gravity was interpolated from observed gravity values.
 DD2368
 DD2368;                    North         East    Units  Estimated Accuracy
 DD2368;SPC SC       -   203,090.      786,190.      MT  (+/- 180 meters Scaled)
 DD2368
 DD2368                          SUPERSEDED SURVEY CONTROL
 DD2368
 DD2368  NGVD 29 (03/21/89)    4.247  (m)           13.93   (f) ADJUSTED    1 2
 DD2368
 DD2368.Superseded values are not recommended for survey control.
 DD2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2368.See file dsdata.txt to determine how the superseded data were derived.
 DD2368
 DD2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT765249(NAD 83)
 DD2368_MARKER: DJ = TIDAL STATION DISK
 DD2368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2368_SP_SET: COPPER-CLAD STEEL ROD
 DD2368_STAMPING: BUCKS NO 7 1975
 DD2368_MARK LOGO: NOS   
 DD2368_PROJECTION: FLUSH
 DD2368_MAGNETIC: I = MARKER IS A STEEL ROD
 DD2368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2368+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2368_ROD/PIPE-DEPTH: 3.1  meters
 DD2368
 DD2368  HISTORY     - Date     Condition        Report By
 DD2368  HISTORY     - 1975     MONUMENTED       NOS
 DD2368  HISTORY     - 1987     GOOD             SCGS
 DD2368  HISTORY     - 19920717 GOOD             NGS
 DD2368
 DD2368                          STATION DESCRIPTION
 DD2368
 DD2368'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2368'20.9 KM (13.0 MI) SOUTH FROM CONWAY.
 DD2368'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2368'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2368'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2368'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2368'AVENUE), THENCE 17.95 KM (11.15 MI) WEST-SOUTHWEST AND SOUTHERLY
 DD2368'ALONG HIGHWAY 701, THENCE 5.0 KM (3.1 MI) SOUTHERLY AND SOUTHEAST
 DD2368'ALONG STATE ROAD 48 (HIGHWAY 48) TO A SHARP TURN LEFT AND THE END OF
 DD2368'THE ROAD, SET NEAR A POWER POLE AND A TELEPHONE JUNCTION BOX, 17.2
 DD2368'METERS (56.4 FT) SOUTHEAST OF THE CENTER OF A PAVED ROAD LEADING TO A
 DD2368'BOAT DOCK, 9.6 METERS (31.5 FT) NORTHEAST OF THE CENTER OF A SAND
 DD2368'ROAD (WEAVER ROAD), 18.35 METERS (60.2 FT) SOUTHWEST OF A 38-INCH
 DD2368'LIVE OAK TREE, 1.25 METERS (4.1 FT) NORTH-NORTHEAST OF THE POWER POLE
 DD2368'NUMBERS 275/31388 WITH A WITNESS SIGN ATTACHED, 1.75 METERS (5.7 FT)
 DD2368'NORTH OF THE JUNCTION BOX POST, ADD - ROD DEPTH UNKNOWN, REPORTEDLY
 DD2368'DRIVEN TO REFUSAL.
 DD2368
 DD2368                          STATION RECOVERY (1992)
 DD2368
 DD2368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2368'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2368'CITY HALL IN CONWAY, THENCE 18.0 KM (11.20 MI) SOUTHERLY ALONG U.S.
 DD2368'HIGHWAY 701 (4TH AVENUE), THENCE 5.2 KM (3.25 MI) SOUTHEASTERLY ALONG
 DD2368'STATE ROAD S 26 48 (BUCKSPORT ROAD), 18.4 M (60.4 FT) SOUTHWEST OF A
 DD2368'38-INCH OAK TREE, 17.2 M (56.4 FT) SOUTHEAST OF THE CENTER OF A ROAD
 DD2368'LEADING TO A MARINA AND RESTAURANT, 9.6 M (31.5 FT) NORTHEAST OF THE
 DD2368'ROAD CENTER, 1.8 M (5.9 FT) NORTH OF UNDERGROUND CABLE JUNCTION BOX
 DD2368'NUMBER 28 97, 1.3 M (4.3 FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER
 DD2368'275 31388 WITH A WITNESS SIGN ATTACHED, AND 0.3 M (1.0 FT) ABOVE THE
 DD2368'LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 DD2368'AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE ROAD
 DD2368'DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2369 ***********************************************************************
 DD2369  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2369  DESIGNATION -  866 1139 TIDAL BUCKS 6
 DD2369  PID         -  DD2369
 DD2369  STATE/COUNTY-  SC/HORRY
 DD2369  USGS QUAD   -  BUCKSVILLE (1973)
 DD2369
 DD2369                         *CURRENT SURVEY CONTROL
 DD2369  ___________________________________________________________________
 DD2369* NAD 83(1986)-  33 39 00.     (N)    079 05 43.     (W)     SCALED    
 DD2369* NAVD 88     -         3.645  (meters)      11.96   (feet)  ADJUSTED  
 DD2369  ___________________________________________________________________
 DD2369  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD2369  DYNAMIC HT  -           3.641 (meters)      11.95  (feet)  COMP
 DD2369  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 DD2369
 DD2369  VERT ORDER  -  FIRST     CLASS II
 DD2369
 DD2369.The horizontal coordinates were scaled from a topographic map and have
 DD2369.an estimated accuracy of +/- 6 seconds.
 DD2369
 DD2369.The orthometric height was determined by differential leveling
 DD2369.and adjusted by the National Geodetic Survey in June 1991..
 DD2369
 DD2369.This Tidal Bench Mark is designated as VM 582
 DD2369.by the Center for Operational Oceanographic Products and Services.
 DD2369
 DD2369.The geoid height was determined by GEOID03.
 DD2369
 DD2369.The dynamic height is computed by dividing the NAVD 88
 DD2369.geopotential number by the normal gravity value computed on the
 DD2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2369.degrees latitude (g = 980.6199 gals.).
 DD2369
 DD2369.The modeled gravity was interpolated from observed gravity values.
 DD2369
 DD2369;                    North         East    Units  Estimated Accuracy
 DD2369;SPC SC       -   203,090.      786,240.      MT  (+/- 180 meters Scaled)
 DD2369
 DD2369                          SUPERSEDED SURVEY CONTROL
 DD2369
 DD2369  NGVD 29 (03/21/89)    3.946  (m)           12.95   (f) ADJUSTED    1 2
 DD2369
 DD2369.Superseded values are not recommended for survey control.
 DD2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2369.See file dsdata.txt to determine how the superseded data were derived.
 DD2369
 DD2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT766249(NAD 83)
 DD2369_MARKER: DJ = TIDAL STATION DISK
 DD2369_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2369_SP_SET: COPPER-CLAD STEEL ROD
 DD2369_STAMPING: BUCKS NO. 6 1975
 DD2369_MARK LOGO: NOS   
 DD2369_PROJECTION: FLUSH
 DD2369_MAGNETIC: I = MARKER IS A STEEL ROD
 DD2369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2369+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2369_ROD/PIPE-DEPTH: 3.1  meters
 DD2369
 DD2369  HISTORY     - Date     Condition        Report By
 DD2369  HISTORY     - 1975     MONUMENTED       NOS
 DD2369  HISTORY     - 1987     GOOD             SCGS
 DD2369  HISTORY     - 19920717 GOOD             NGS
 DD2369
 DD2369                          STATION DESCRIPTION
 DD2369
 DD2369'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2369'20.9 KM (13.0 MI) SOUTH FROM CONWAY.
 DD2369'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 DD2369'1.05 KM (0.65 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2369'THE CITY HALL AT U.S. HIGHWAY 501 BUSINESS (MAIN STREET) IN CONWAY
 DD2369'TO THE JUNCTION OF U.S. HIGHWAY 701 AND STATE HIGHWAY 905 (4TH
 DD2369'AVENUE), THENCE 17.95 KM (11.15 MI) WEST-SOUTHWEST AND SOUTHERLY
 DD2369'ALONG HIGHWAY 701, THENCE 5.0 KM (3.1 MI) SOUTHERLY AND SOUTHEAST
 DD2369'ALONG STATE ROAD 48 (HIGHWAY 48) TO A SHARP TURN LEFT AND THE END OF
 DD2369'THE ROAD, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST ALONG A SAND ROAD
 DD2369'(WEAVER ROAD), SET NEAR A POWER POLE IN THE NORTHEAST ANGLE OF A SAND
 DD2369'ROAD LEADING TO A BOAT DOCK, 54.3 METERS (178.1 FT) WEST-SOUTHWEST OF
 DD2369'TIDAL BENCH MARK 866 1139 A TIDAL, 11.9 METERS (39.0 FT)
 DD2369'NORTH-NORTHWEST OF THE CENTER OF THE SAND ROAD, 26.4 METERS (86.6 FT)
 DD2369'EAST-NORTHEAST OF THE CENTER OF WEAVER ROAD, 2.45 METERS (8.0 FT)
 DD2369'NORTH OF THE POWER POLE ZX3/32, ADD - ROD DEPTH UNKNOWN, REPORTEDLY
 DD2369'DRIVEN TO REFUSAL.
 DD2369'THE MARK IS 2.45 METERS  N FROM  A WITNESS POST
 DD2369
 DD2369                          STATION RECOVERY (1992)
 DD2369
 DD2369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2369'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 378 (3RD AVENUE) FROM
 DD2369'CITY HALL IN CONWAY, THENCE 18.0 KM (11.20 MI) SOUTHERLY ALONG U.S.
 DD2369'HIGHWAY 701 (4TH AVENUE), THENCE 5.3 KM (3.30 MI) SOUTHEASTERLY ALONG
 DD2369'STATE ROAD S 26 48 (BUCKSPORT ROAD), 26.4 M (86.6 FT) EAST-NORTHEAST
 DD2369'OF THE ROAD CENTER, 11.9 M (39.0 FT) NORTH-NORTHWEST OF THE CENTER OF
 DD2369'A SAND ROAD, 2.5 M (8.2 FT) NORTH OF A WITNESS POST AND UTILITY POLE
 DD2369'NUMBER ZX3 32945, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 DD2369'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M
 DD2369'(0.3 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2324 ***********************************************************************
 DD2324  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2324  DESIGNATION -  866 1299 D TIDAL
 DD2324  PID         -  DD2324
 DD2324  STATE/COUNTY-  SC/GEORGETOWN
 DD2324  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2324
 DD2324                         *CURRENT SURVEY CONTROL
 DD2324  ___________________________________________________________________
 DD2324* NAD 83(1986)-  33 36 27.     (N)    079 09 01.     (W)     SCALED    
 DD2324* NAVD 88     -         3.365  (meters)      11.04   (feet)  ADJUSTED  
 DD2324  ___________________________________________________________________
 DD2324  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD2324  DYNAMIC HT  -           3.362 (meters)      11.03  (feet)  COMP
 DD2324  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 DD2324
 DD2324  VERT ORDER  -  FIRST     CLASS II
 DD2324
 DD2324.The horizontal coordinates were scaled from a topographic map and have
 DD2324.an estimated accuracy of +/- 6 seconds.
 DD2324
 DD2324.The orthometric height was determined by differential leveling
 DD2324.and adjusted by the National Geodetic Survey in June 1991..
 DD2324
 DD2324.This Tidal Bench Mark is designated as VM 3754
 DD2324.by the Center for Operational Oceanographic Products and Services.
 DD2324
 DD2324.The geoid height was determined by GEOID03.
 DD2324
 DD2324.The dynamic height is computed by dividing the NAVD 88
 DD2324.geopotential number by the normal gravity value computed on the
 DD2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2324.degrees latitude (g = 980.6199 gals.).
 DD2324
 DD2324.The modeled gravity was interpolated from observed gravity values.
 DD2324
 DD2324;                    North         East    Units  Estimated Accuracy
 DD2324;SPC SC       -   198,280.      781,220.      MT  (+/- 180 meters Scaled)
 DD2324
 DD2324                          SUPERSEDED SURVEY CONTROL
 DD2324
 DD2324  NGVD 29 (03/21/89)    3.667  (m)           12.03   (f) ADJUSTED    1 2
 DD2324
 DD2324.Superseded values are not recommended for survey control.
 DD2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2324.See file dsdata.txt to determine how the superseded data were derived.
 DD2324
 DD2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT716201(NAD 83)
 DD2324_MARKER: DJ = TIDAL STATION DISK
 DD2324_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD2324_SP_SET: GALVANIZED STEEL ROD
 DD2324_STAMPING: 1299 D 1981
 DD2324_MARK LOGO: NOS   
 DD2324_PROJECTION: FLUSH
 DD2324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2324_ROD/PIPE-DEPTH: 4.9  meters
 DD2324
 DD2324  HISTORY     - Date     Condition        Report By
 DD2324  HISTORY     - 1981     MONUMENTED       NOS
 DD2324  HISTORY     - 1987     GOOD             SCGS
 DD2324
 DD2324                          STATION DESCRIPTION
 DD2324
 DD2324'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2324'31.9 KM (19.8 MI) ESE FROM HEMINGWAY.
 DD2324'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2324'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2324'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2324'CONTINUE 14.3 KM (8.9 MI) SOUTHEASTERLY ALONG HIGHWAY 261 TO THE
 DD2324'JUNCTION OF U.S. HIGHWAY 701 IN YAUHANNAH, THENCE 2.35 KM (1.45 MI)
 DD2324'SOUTHWESTERLY ALONG HIGHWAY 701, THENCE 0.5 KM (0.3 MI) SOUTHEASTERLY
 DD2324'ALONG STATE ROAD 264, THENCE 4.0 KM (2.5 MI) EASTERLY ALONG A SAND
 DD2324'ROAD, SET NEAR A BLAZED PINE TREE APPROXIMATELY (308 FEET)
 DD2324'SOUTH-SOUTHEAST OF A SMALL WOODEN HUT, 56.3 METERS (184.7 FT) SOUTH
 DD2324'OF REFERENCE MARK TOPSAW RM 4, 15.8 METERS (51.8 FT) NORTH-NORTHEAST
 DD2324'OF A DOUBLE-TRUNKED OAK TREE, 15.3 METERS (50.2 FT) WEST-SOUTHWEST OF
 DD2324'A 30-INCH WATER OAK TREE, 2.29 METERS (7.5 FT) EAST THE TREE.
 DD2324'THE MARK IS 0.32 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2320 ***********************************************************************
 DD2320  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2320  DESIGNATION -  866 1299 E TIDAL
 DD2320  PID         -  DD2320
 DD2320  STATE/COUNTY-  SC/GEORGETOWN
 DD2320  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2320
 DD2320                         *CURRENT SURVEY CONTROL
 DD2320  ___________________________________________________________________
 DD2320* NAD 83(1986)-  33 36 28.     (N)    079 09 11.     (W)     SCALED    
 DD2320* NAVD 88     -         4.319  (meters)      14.17   (feet)  ADJUSTED  
 DD2320  ___________________________________________________________________
 DD2320  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DD2320  DYNAMIC HT  -           4.314 (meters)      14.15  (feet)  COMP
 DD2320  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 DD2320
 DD2320  VERT ORDER  -  FIRST     CLASS II
 DD2320
 DD2320.The horizontal coordinates were scaled from a topographic map and have
 DD2320.an estimated accuracy of +/- 6 seconds.
 DD2320
 DD2320.The orthometric height was determined by differential leveling
 DD2320.and adjusted by the National Geodetic Survey in June 1991..
 DD2320
 DD2320.This Tidal Bench Mark is designated as VM 3755
 DD2320.by the Center for Operational Oceanographic Products and Services.
 DD2320
 DD2320.The geoid height was determined by GEOID03.
 DD2320
 DD2320.The dynamic height is computed by dividing the NAVD 88
 DD2320.geopotential number by the normal gravity value computed on the
 DD2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2320.degrees latitude (g = 980.6199 gals.).
 DD2320
 DD2320.The modeled gravity was interpolated from observed gravity values.
 DD2320
 DD2320;                    North         East    Units  Estimated Accuracy
 DD2320;SPC SC       -   198,310.      780,970.      MT  (+/- 180 meters Scaled)
 DD2320
 DD2320                          SUPERSEDED SURVEY CONTROL
 DD2320
 DD2320  NGVD 29 (03/21/89)    4.620  (m)           15.16   (f) ADJUSTED    1 2
 DD2320
 DD2320.Superseded values are not recommended for survey control.
 DD2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2320.See file dsdata.txt to determine how the superseded data were derived.
 DD2320
 DD2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT713201(NAD 83)
 DD2320_MARKER: DJ = TIDAL STATION DISK
 DD2320_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD2320_SP_SET: GALVANIZED STEEL ROD
 DD2320_STAMPING: 1299 E 1981
 DD2320_MARK LOGO: NOS   
 DD2320_PROJECTION: FLUSH
 DD2320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2320_ROD/PIPE-DEPTH: 8.5  meters
 DD2320
 DD2320  HISTORY     - Date     Condition        Report By
 DD2320  HISTORY     - 1981     MONUMENTED       NOS
 DD2320  HISTORY     - 1987     GOOD             SCGS
 DD2320
 DD2320                          STATION DESCRIPTION
 DD2320
 DD2320'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2320'31.7 KM (19.7 MI) ESE FROM HEMINGWAY.
 DD2320'16.4 KM (10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET)
 DD2320'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 51 (MAIN STREET) IN
 DD2320'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4,
 DD2320'CONTINUE 14.3 KM (8.9 MI) SOUTHEASTERLY ALONG HIGHWAY 261 TO THE
 DD2320'JUNCTION OF U.S. HIGHWAY 701 IN YAUHANNAH, THENCE 2.35 KM (1.45 MI)
 DD2320'SOUTHWESTERLY ALONG HIGHWAY 701, THENCE 0.5 KM (0.3 MI) SOUTHEASTERLY
 DD2320'ALONG STATE ROAD 264, THENCE 3.85 KM (2.4 MI) EASTERLY ALONG A SAND
 DD2320'ROAD, SET NEAR A POWER POLE, 0.1 KM (0.05 MI) WEST OF A DIRT
 DD2320'DRIVEWAY, 17.42 METERS (57.2 FT) NORTH-NORTHEAST OF A BLAZED SWEETGUM
 DD2320'TREE, 4.1 METERS (13.5 FT) NORTH-NORTHWEST OF THE CENTER OF THE ROAD,
 DD2320'0.75 METER (2.5 FT) SOUTH OF THE POWER POLE.
 DD2320'THE MARK IS 0.63 METERS  S FROM  A WITNESS POST
 DD2320'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2154 ***********************************************************************
 DD2154  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2154  DESIGNATION -  866 1367 A TIDAL
 DD2154  PID         -  DD2154
 DD2154  STATE/COUNTY-  SC/GEORGETOWN
 DD2154  USGS QUAD   -  RHEMS (1973)
 DD2154
 DD2154                         *CURRENT SURVEY CONTROL
 DD2154  ___________________________________________________________________
 DD2154* NAD 83(1986)-  33 36 14.     (N)    079 25 40.     (W)     SCALED    
 DD2154* NAVD 88     -         1.118  (meters)       3.67   (feet)  ADJUSTED  
 DD2154  ___________________________________________________________________
 DD2154  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DD2154  DYNAMIC HT  -           1.117 (meters)       3.66  (feet)  COMP
 DD2154  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 DD2154
 DD2154  VERT ORDER  -  FIRST     CLASS II
 DD2154
 DD2154.The horizontal coordinates were scaled from a topographic map and have
 DD2154.an estimated accuracy of +/- 6 seconds.
 DD2154
 DD2154.The orthometric height was determined by differential leveling
 DD2154.and adjusted by the National Geodetic Survey in June 1991..
 DD2154
 DD2154.This Tidal Bench Mark is designated as VM 3761
 DD2154.by the Center for Operational Oceanographic Products and Services.
 DD2154
 DD2154.The geoid height was determined by GEOID03.
 DD2154
 DD2154.The dynamic height is computed by dividing the NAVD 88
 DD2154.geopotential number by the normal gravity value computed on the
 DD2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2154.degrees latitude (g = 980.6199 gals.).
 DD2154
 DD2154.The modeled gravity was interpolated from observed gravity values.
 DD2154
 DD2154;                    North         East    Units  Estimated Accuracy
 DD2154;SPC SC       -   197,460.      755,480.      MT  (+/- 180 meters Scaled)
 DD2154
 DD2154                          SUPERSEDED SURVEY CONTROL
 DD2154
 DD2154  NGVD 29 (03/21/89)    1.423  (m)            4.67   (f) ADJUSTED    1 2
 DD2154
 DD2154.Superseded values are not recommended for survey control.
 DD2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2154.See file dsdata.txt to determine how the superseded data were derived.
 DD2154
 DD2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT458193(NAD 83)
 DD2154_MARKER: DJ = TIDAL STATION DISK
 DD2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2154_SP_SET: CONCRETE POST
 DD2154_STAMPING: 1367 A 1981
 DD2154_MARK LOGO: NOS   
 DD2154_PROJECTION: FLUSH
 DD2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2154+STABILITY: SURFACE MOTION
 DD2154
 DD2154  HISTORY     - Date     Condition        Report By
 DD2154  HISTORY     - 1981     MONUMENTED       NOS
 DD2154  HISTORY     - 1987     GOOD             SCGS
 DD2154  HISTORY     - 19940615 GOOD             USPSQD
 DD2154
 DD2154                          STATION DESCRIPTION
 DD2154
 DD2154'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2154'16.7 KM (10.4 MI) SOUTH FROM HEMINGWAY.
 DD2154'12.15 KM (7.55 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2154'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2154'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2154'CONTINUE 4.55 KM (2.85 MI) SOUTHERLY ALONG HIGHWAYS 41 AND 51, THENCE
 DD2154'1.2 KM (0.75 MI) EASTERLY ALONG A SAND ROAD, SET NEAR A POWER POLE
 DD2154'2615A WITH A GUY WIRE AND A TRANSFORMER, 6.65 METERS (21.8 FT)
 DD2154'NORTHEAST OF THE CENTER OF THE ROAD, 0.96 METER (3.1 FT) NORTH OF THE
 DD2154'POWER POLE, 80.11 METERS (262.8 FT) SOUTH OF THE SOUTH CORNER OF A
 DD2154'CHIMNEY, 23.76 METERS (78.0 FT) EAST-SOUTHEAST OF A TELEPHONE
 DD2154'JUNCTION BOX NUMBER 20, 74.65 METERS (244.9 FT) WEST OF THE WEST
 DD2154'CORNER OF A STORAGE BUILDING, 26.96 METERS (88.5 FT) WEST OF A POWER
 DD2154'POLE WITH A SECURITY LIGHT.
 DD2154'THE MARK IS 1.07 METERS  N FROM  A WITNESS POST
 DD2154'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2154
 DD2154                          STATION RECOVERY (1994)
 DD2154
 DD2154'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2153 ***********************************************************************
 DD2153  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2153  DESIGNATION -  866 1367 B TIDAL
 DD2153  PID         -  DD2153
 DD2153  STATE/COUNTY-  SC/GEORGETOWN
 DD2153  USGS QUAD   -  RHEMS (1973)
 DD2153
 DD2153                         *CURRENT SURVEY CONTROL
 DD2153  ___________________________________________________________________
 DD2153* NAD 83(1986)-  33 36 17.     (N)    079 25 44.     (W)     SCALED    
 DD2153* NAVD 88     -         3.665  (meters)      12.02   (feet)  ADJUSTED  
 DD2153  ___________________________________________________________________
 DD2153  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DD2153  DYNAMIC HT  -           3.661 (meters)      12.01  (feet)  COMP
 DD2153  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 DD2153
 DD2153  VERT ORDER  -  FIRST     CLASS II
 DD2153
 DD2153.The horizontal coordinates were scaled from a topographic map and have
 DD2153.an estimated accuracy of +/- 6 seconds.
 DD2153
 DD2153.The orthometric height was determined by differential leveling
 DD2153.and adjusted by the National Geodetic Survey in June 1991..
 DD2153
 DD2153.This Tidal Bench Mark is designated as VM 3762
 DD2153.by the Center for Operational Oceanographic Products and Services.
 DD2153
 DD2153.The geoid height was determined by GEOID03.
 DD2153
 DD2153.The dynamic height is computed by dividing the NAVD 88
 DD2153.geopotential number by the normal gravity value computed on the
 DD2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2153.degrees latitude (g = 980.6199 gals.).
 DD2153
 DD2153.The modeled gravity was interpolated from observed gravity values.
 DD2153
 DD2153;                    North         East    Units  Estimated Accuracy
 DD2153;SPC SC       -   197,550.      755,380.      MT  (+/- 180 meters Scaled)
 DD2153
 DD2153                          SUPERSEDED SURVEY CONTROL
 DD2153
 DD2153  NGVD 29 (03/21/89)    3.970  (m)           13.02   (f) ADJUSTED    1 2
 DD2153
 DD2153.Superseded values are not recommended for survey control.
 DD2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2153.See file dsdata.txt to determine how the superseded data were derived.
 DD2153
 DD2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT457194(NAD 83)
 DD2153_MARKER: DJ = TIDAL STATION DISK
 DD2153_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD2153_SP_SET: GALVANIZED STEEL ROD
 DD2153_STAMPING: 1367 B 1981
 DD2153_MARK LOGO: NOS   
 DD2153_PROJECTION: FLUSH
 DD2153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2153_ROD/PIPE-DEPTH: 3.7  meters
 DD2153
 DD2153  HISTORY     - Date     Condition        Report By
 DD2153  HISTORY     - 1981     MONUMENTED       NOS
 DD2153  HISTORY     - 1987     GOOD             SCGS
 DD2153  HISTORY     - 19940615 GOOD             USPSQD
 DD2153
 DD2153                          STATION DESCRIPTION
 DD2153
 DD2153'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2153'16.7 KM (10.35 MI) SOUTH FROM HEMINGWAY.
 DD2153'12.15 KM (7.55 MI) SOUTHERLY ALONG HIGHWAYS 41 AND 51 (SOUTH MAIN
 DD2153'STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2153'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2153'CONTINUE 4.55 KM (2.85 MI) SOUTH ALONG HIGHWAYS 41 AND 51, THENCE
 DD2153'1.05 KM (0.65 MI) EASTERLY ALONG A SAND ROAD, SET NEAR A POWER POLE,
 DD2153'6.1 METERS (20.0 FT) NORTHEAST OF THE CENTER OF THE ROAD, 0.68 METER
 DD2153'(2.2 FT) NORTHWEST OF THE POWER POLE, 72.67 METERS (238.4 FT)
 DD2153'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN HOUSE WITH A BRICK
 DD2153'FOUNDATION, 58.2 METERS (190.9 FT) WEST OF THE WEST CORNER OF A
 DD2153'STORAGE BUILDING, 15.02 METERS (49.3 FT) EAST OF A TELEPHONE JUNCTION
 DD2153'BOX NUMBER 18.
 DD2153'THE MARK IS 0.68 METERS  NNW FROM  A WITNESS POST
 DD2153'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2153
 DD2153                          STATION RECOVERY (1994)
 DD2153
 DD2153'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2152 ***********************************************************************
 DD2152  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2152  DESIGNATION -  866 1367 C TIDAL
 DD2152  PID         -  DD2152
 DD2152  STATE/COUNTY-  SC/GEORGETOWN
 DD2152  USGS QUAD   -  RHEMS (1973)
 DD2152
 DD2152                         *CURRENT SURVEY CONTROL
 DD2152  ___________________________________________________________________
 DD2152* NAD 83(1986)-  33 36 21.     (N)    079 25 48.     (W)     SCALED    
 DD2152* NAVD 88     -         4.576  (meters)      15.01   (feet)  ADJUSTED  
 DD2152  ___________________________________________________________________
 DD2152  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DD2152  DYNAMIC HT  -           4.571 (meters)      15.00  (feet)  COMP
 DD2152  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 DD2152
 DD2152  VERT ORDER  -  FIRST     CLASS II
 DD2152
 DD2152.The horizontal coordinates were scaled from a topographic map and have
 DD2152.an estimated accuracy of +/- 6 seconds.
 DD2152
 DD2152.The orthometric height was determined by differential leveling
 DD2152.and adjusted by the National Geodetic Survey in June 1991..
 DD2152
 DD2152.This Tidal Bench Mark is designated as VM 3763
 DD2152.by the Center for Operational Oceanographic Products and Services.
 DD2152
 DD2152.The geoid height was determined by GEOID03.
 DD2152
 DD2152.The dynamic height is computed by dividing the NAVD 88
 DD2152.geopotential number by the normal gravity value computed on the
 DD2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2152.degrees latitude (g = 980.6199 gals.).
 DD2152
 DD2152.The modeled gravity was interpolated from observed gravity values.
 DD2152
 DD2152;                    North         East    Units  Estimated Accuracy
 DD2152;SPC SC       -   197,670.      755,280.      MT  (+/- 180 meters Scaled)
 DD2152
 DD2152                          SUPERSEDED SURVEY CONTROL
 DD2152
 DD2152  NGVD 29 (03/21/89)    4.881  (m)           16.01   (f) ADJUSTED    1 2
 DD2152
 DD2152.Superseded values are not recommended for survey control.
 DD2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2152.See file dsdata.txt to determine how the superseded data were derived.
 DD2152
 DD2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT456195(NAD 83)
 DD2152_MARKER: DJ = TIDAL STATION DISK
 DD2152_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD2152_SP_SET: GALVANIZED STEEL ROD
 DD2152_STAMPING: 1367 C 1981
 DD2152_MARK LOGO: NOS   
 DD2152_PROJECTION: PROJECTING 2 CENTIMETERS
 DD2152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2152_ROD/PIPE-DEPTH: 3.7  meters
 DD2152
 DD2152  HISTORY     - Date     Condition        Report By
 DD2152  HISTORY     - 1981     MONUMENTED       NOS
 DD2152  HISTORY     - 1987     GOOD             SCGS
 DD2152  HISTORY     - 19940615 GOOD             USPSQD
 DD2152
 DD2152                          STATION DESCRIPTION
 DD2152
 DD2152'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2152'16.6 KM (10.3 MI) SOUTH FROM HEMINGWAY.
 DD2152'12.15 KM (7.55 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2152'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2152'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2152'CONTINUE 4.55 KM (2.85 MI) SOUTHERLY ALONG HIGHWAYS 41 AND 51, THENCE
 DD2152'0.95 KM (0.6 MI) EASTERLY ALONG A SAND ROAD, SET NEAR A POWER POLE
 DD2152'WITH TWO GUY WIRES ON THE OUTSIDE OF A CURVE, 17.1 METERS (56.1 FT)
 DD2152'NORTH OF THE CENTER OF THE ROAD, 1.1 METERS (3.6 FT) EAST OF THE
 DD2152'POWER POLE, 6.7 METERS (22.0 FT) NORTHEAST OF THE CENTER OF A TRACK
 DD2152'ROAD LEADING NORTHWEST, 21.9 METERS (71.9 FT) WEST-NORTHWEST OF A
 DD2152'LARGER BLAZED TRUNK OF A DOUBLE-TRUNKED PINE TREE.
 DD2152'THE MARK IS 0.73 METERS  WNW FROM  A WITNESS POST
 DD2152'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2152
 DD2152                          STATION RECOVERY (1994)
 DD2152
 DD2152'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2151 ***********************************************************************
 DD2151  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2151  DESIGNATION -  866 1367 D TIDAL
 DD2151  PID         -  DD2151
 DD2151  STATE/COUNTY-  SC/GEORGETOWN
 DD2151  USGS QUAD   -  RHEMS (1973)
 DD2151
 DD2151                         *CURRENT SURVEY CONTROL
 DD2151  ___________________________________________________________________
 DD2151* NAD 83(1986)-  33 36 17.     (N)    079 25 52.     (W)     SCALED    
 DD2151* NAVD 88     -         4.432  (meters)      14.54   (feet)  ADJUSTED  
 DD2151  ___________________________________________________________________
 DD2151  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DD2151  DYNAMIC HT  -           4.428 (meters)      14.53  (feet)  COMP
 DD2151  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 DD2151
 DD2151  VERT ORDER  -  FIRST     CLASS II
 DD2151
 DD2151.The horizontal coordinates were scaled from a topographic map and have
 DD2151.an estimated accuracy of +/- 6 seconds.
 DD2151
 DD2151.The orthometric height was determined by differential leveling
 DD2151.and adjusted by the National Geodetic Survey in June 1991..
 DD2151
 DD2151.This Tidal Bench Mark is designated as VM 3764
 DD2151.by the Center for Operational Oceanographic Products and Services.
 DD2151
 DD2151.The geoid height was determined by GEOID03.
 DD2151
 DD2151.The dynamic height is computed by dividing the NAVD 88
 DD2151.geopotential number by the normal gravity value computed on the
 DD2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2151.degrees latitude (g = 980.6199 gals.).
 DD2151
 DD2151.The modeled gravity was interpolated from observed gravity values.
 DD2151
 DD2151;                    North         East    Units  Estimated Accuracy
 DD2151;SPC SC       -   197,550.      755,170.      MT  (+/- 180 meters Scaled)
 DD2151
 DD2151                          SUPERSEDED SURVEY CONTROL
 DD2151
 DD2151  NGVD 29 (03/21/89)    4.738  (m)           15.54   (f) ADJUSTED    1 2
 DD2151
 DD2151.Superseded values are not recommended for survey control.
 DD2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2151.See file dsdata.txt to determine how the superseded data were derived.
 DD2151
 DD2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT455194(NAD 83)
 DD2151_MARKER: DJ = TIDAL STATION DISK
 DD2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2151_SP_SET: CONCRETE POST
 DD2151_STAMPING: 1367 D 1981
 DD2151_MARK LOGO: NOS   
 DD2151_PROJECTION: PROJECTING 10 CENTIMETERS
 DD2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2151+STABILITY: SURFACE MOTION
 DD2151
 DD2151  HISTORY     - Date     Condition        Report By
 DD2151  HISTORY     - 1981     MONUMENTED       NOS
 DD2151  HISTORY     - 1987     GOOD             SCGS
 DD2151  HISTORY     - 19940615 GOOD             USPSQD
 DD2151
 DD2151                          STATION DESCRIPTION
 DD2151
 DD2151'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2151'16.6 KM (10.3 MI) SOUTH FROM HEMINGWAY.
 DD2151'12.15 KM (7.55 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2151'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2151'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2151'CONTINUE 4.55 KM (2.85 MI) SOUTHERLY ALONG HIGHWAYS 41 AND 51, THENCE
 DD2151'0.8 KM (0.5 MI) EASTERLY ALONG A SAND ROAD, SET NEAR A DOUBLE-TRUNKED
 DD2151'BLAZED PINE TREE, 7.6 METERS (24.9 FT) SOUTH-SOUTHEAST OF THE CENTER
 DD2151'OF THE ROAD, 12.59 METERS (41.3 FT) SOUTH-SOUTHEAST OF A POWER POLE,
 DD2151'11.17 METERS (36.6 FT) EAST-NORTHEAST OF A LARGER BLAZED TRUNK OF A
 DD2151'DOUBLE-TRUNKED OAK TREE, 1.3 METERS (4.3 FT) NORTH-NORTHWEST OF THE
 DD2151'PINE TREE.
 DD2151'THE MARK IS 0.98 METERS  WSW FROM  A WITNESS POST
 DD2151'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2151
 DD2151                          STATION RECOVERY (1994)
 DD2151
 DD2151'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2150 ***********************************************************************
 DD2150  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2150  DESIGNATION -  866 1367 E TIDAL
 DD2150  PID         -  DD2150
 DD2150  STATE/COUNTY-  SC/GEORGETOWN
 DD2150  USGS QUAD   -  RHEMS (1973)
 DD2150
 DD2150                         *CURRENT SURVEY CONTROL
 DD2150  ___________________________________________________________________
 DD2150* NAD 83(1986)-  33 36 16.     (N)    079 25 58.     (W)     SCALED    
 DD2150* NAVD 88     -         3.970  (meters)      13.02   (feet)  ADJUSTED  
 DD2150  ___________________________________________________________________
 DD2150  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DD2150  DYNAMIC HT  -           3.966 (meters)      13.01  (feet)  COMP
 DD2150  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 DD2150
 DD2150  VERT ORDER  -  FIRST     CLASS II
 DD2150
 DD2150.The horizontal coordinates were scaled from a topographic map and have
 DD2150.an estimated accuracy of +/- 6 seconds.
 DD2150
 DD2150.The orthometric height was determined by differential leveling
 DD2150.and adjusted by the National Geodetic Survey in June 1991..
 DD2150
 DD2150.This Tidal Bench Mark is designated as VM 3765
 DD2150.by the Center for Operational Oceanographic Products and Services.
 DD2150
 DD2150.The geoid height was determined by GEOID03.
 DD2150
 DD2150.The dynamic height is computed by dividing the NAVD 88
 DD2150.geopotential number by the normal gravity value computed on the
 DD2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2150.degrees latitude (g = 980.6199 gals.).
 DD2150
 DD2150.The modeled gravity was interpolated from observed gravity values.
 DD2150
 DD2150;                    North         East    Units  Estimated Accuracy
 DD2150;SPC SC       -   197,510.      755,020.      MT  (+/- 180 meters Scaled)
 DD2150
 DD2150                          SUPERSEDED SURVEY CONTROL
 DD2150
 DD2150  NGVD 29 (03/21/89)    4.276  (m)           14.03   (f) ADJUSTED    1 2
 DD2150
 DD2150.Superseded values are not recommended for survey control.
 DD2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2150.See file dsdata.txt to determine how the superseded data were derived.
 DD2150
 DD2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT454194(NAD 83)
 DD2150_MARKER: DJ = TIDAL STATION DISK
 DD2150_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD2150_SP_SET: GALVANIZED STEEL ROD
 DD2150_STAMPING: 1367 E 1981
 DD2150_MARK LOGO: NOS   
 DD2150_PROJECTION: PROJECTING 3 CENTIMETERS
 DD2150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2150_ROD/PIPE-DEPTH: 4.0  meters
 DD2150
 DD2150  HISTORY     - Date     Condition        Report By
 DD2150  HISTORY     - 1981     MONUMENTED       NOS
 DD2150  HISTORY     - 1987     GOOD             SCGS
 DD2150  HISTORY     - 19940615 GOOD             USPSQD
 DD2150
 DD2150                          STATION DESCRIPTION
 DD2150
 DD2150'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2150'16.6 KM (10.3 MI) SOUTH FROM HEMINGWAY.
 DD2150'12.15 KM (7.55 MI) SOUTHERLY ALONG STATE HIGHWAYS 41 AND 51 (SOUTH
 DD2150'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 261 (BROAD STREET) IN
 DD2150'HEMINGWAY TO THE JUNCTION OF STATE HIGHWAY 512 (ROME CROSSROADS),
 DD2150'CONTINUE 4.55 KM (2.85 MI) SOUTHERLY ALONG HIGHWAYS 41 AND 51, THENCE
 DD2150'0.65 KM (0.4 MI) EASTERLY ALONG A SAND ROAD, SET NEAR A POWER POLE,
 DD2150'5.85 METERS (19.2 FT) NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 1.68
 DD2150'METERS (5.5 FT) NORTH OF THE POWER POLE, 17.26 METERS (56.6 FT)
 DD2150'NORTH-NORTHWEST OF A BLAZED 18-INCH OAK TREE.
 DD2150'THE MARK IS 0.7 METERS  SSW FROM  A WITNESS POST
 DD2150'THE MARK IS 0.45 M BELOW THE ROAD.
 DD2150
 DD2150                          STATION RECOVERY (1994)
 DD2150
 DD2150'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1490 ***********************************************************************
 DD1490  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1490  DESIGNATION -  866 1419 TIDAL GCB 5
 DD1490  PID         -  DD1490
 DD1490  STATE/COUNTY-  SC/HORRY
 DD1490  USGS QUAD   -  BROOKGREEN (1973)
 DD1490
 DD1490                         *CURRENT SURVEY CONTROL
 DD1490  ___________________________________________________________________
 DD1490* NAD 83(1986)-  33 35 01.     (N)    079 00 32.     (W)     SCALED    
 DD1490* NAVD 88     -         4.369  (meters)      14.33   (feet)  ADJUSTED  
 DD1490  ___________________________________________________________________
 DD1490  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1490  DYNAMIC HT  -           4.364 (meters)      14.32  (feet)  COMP
 DD1490  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 DD1490
 DD1490  VERT ORDER  -  FIRST     CLASS II
 DD1490
 DD1490.The horizontal coordinates were scaled from a topographic map and have
 DD1490.an estimated accuracy of +/- 6 seconds.
 DD1490
 DD1490.The orthometric height was determined by differential leveling
 DD1490.and adjusted by the National Geodetic Survey in June 1991..
 DD1490
 DD1490.This Tidal Bench Mark is designated as VM 3770
 DD1490.by the Center for Operational Oceanographic Products and Services.
 DD1490
 DD1490.The geoid height was determined by GEOID03.
 DD1490
 DD1490.The dynamic height is computed by dividing the NAVD 88
 DD1490.geopotential number by the normal gravity value computed on the
 DD1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1490.degrees latitude (g = 980.6199 gals.).
 DD1490
 DD1490.The modeled gravity was interpolated from observed gravity values.
 DD1490
 DD1490;                    North         East    Units  Estimated Accuracy
 DD1490;SPC SC       -   195,880.      794,390.      MT  (+/- 180 meters Scaled)
 DD1490
 DD1490                          SUPERSEDED SURVEY CONTROL
 DD1490
 DD1490  NGVD 29 (05/09/91)    4.696  (m)           15.41   (f) ADJUSTED    1 2
 DD1490
 DD1490.Superseded values are not recommended for survey control.
 DD1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1490.See file dsdata.txt to determine how the superseded data were derived.
 DD1490
 DD1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT847177(NAD 83)
 DD1490_MARKER: DJ = TIDAL STATION DISK
 DD1490_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1490_SP_SET: COPPER-CLAD STEEL ROD
 DD1490_STAMPING: G.C.B. NO. 5 1975
 DD1490_MARK LOGO: NOS   
 DD1490_PROJECTION: FLUSH
 DD1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1490+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1490_ROD/PIPE-DEPTH: 14.6 meters
 DD1490
 DD1490  HISTORY     - Date     Condition        Report By
 DD1490  HISTORY     - 1975     MONUMENTED       NOS
 DD1490  HISTORY     - 1985     GOOD             SCGS
 DD1490  HISTORY     - 19900430 GOOD             NGS
 DD1490
 DD1490                          STATION DESCRIPTION
 DD1490
 DD1490'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1490'1.1 KM (0.7 MI) NW FROM GARDEN CITY BEACH.
 DD1490'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1490'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1490'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG
 DD1490'STATE ROAD 51 (ATLANTIC AVENUE), SET NEAR THE NORTH CORNER OF THE
 DD1490'SECOND FOUR FOOT HIGH BRICK PILLAR IN THE WEST ANGLE OF CLUBHOUSE
 DD1490'ROAD, 9.0 METERS (29.53 FT) SOUTHWEST OF THE CENTER OF THE STATE ROAD,
 DD1490'8.8 METERS (28.87 FT) NORTHWEST OF THE CENTER OF CLUBHOUSE ROAD,
 DD1490'20.0 METERS (65.62 FT) SOUTHEAST OF A POWER POLE NUMBER 18087,
 DD1490'0.65 METER (2.13 FT) EAST OF THE NORTH CORNER OF THE PILLAR.
 DD1490'THE MARK IS 0.72 METERS  N FROM A WITNESS POST.
 DD1490'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1490
 DD1490                          STATION RECOVERY (1990)
 DD1490
 DD1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1491 ***********************************************************************
 DD1491  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1491  DESIGNATION -  866 1419 TIDAL GCB 4
 DD1491  PID         -  DD1491
 DD1491  STATE/COUNTY-  SC/HORRY
 DD1491  USGS QUAD   -  BROOKGREEN (1973)
 DD1491
 DD1491                         *CURRENT SURVEY CONTROL
 DD1491  ___________________________________________________________________
 DD1491* NAD 83(1986)-  33 34 59.     (N)    079 00 29.     (W)     SCALED    
 DD1491* NAVD 88     -         3.537  (meters)      11.60   (feet)  ADJUSTED  
 DD1491  ___________________________________________________________________
 DD1491  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1491  DYNAMIC HT  -           3.534 (meters)      11.59  (feet)  COMP
 DD1491  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 DD1491
 DD1491  VERT ORDER  -  FIRST     CLASS II
 DD1491
 DD1491.The horizontal coordinates were scaled from a topographic map and have
 DD1491.an estimated accuracy of +/- 6 seconds.
 DD1491
 DD1491.The orthometric height was determined by differential leveling
 DD1491.and adjusted by the National Geodetic Survey in June 1991..
 DD1491
 DD1491.This Tidal Bench Mark is designated as VM 3769
 DD1491.by the Center for Operational Oceanographic Products and Services.
 DD1491
 DD1491.The geoid height was determined by GEOID03.
 DD1491
 DD1491.The dynamic height is computed by dividing the NAVD 88
 DD1491.geopotential number by the normal gravity value computed on the
 DD1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1491.degrees latitude (g = 980.6199 gals.).
 DD1491
 DD1491.The modeled gravity was interpolated from observed gravity values.
 DD1491
 DD1491;                    North         East    Units  Estimated Accuracy
 DD1491;SPC SC       -   195,820.      794,470.      MT  (+/- 180 meters Scaled)
 DD1491
 DD1491                          SUPERSEDED SURVEY CONTROL
 DD1491
 DD1491  NGVD 29 (05/09/91)    3.865  (m)           12.68   (f) ADJUSTED    1 2
 DD1491
 DD1491.Superseded values are not recommended for survey control.
 DD1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1491.See file dsdata.txt to determine how the superseded data were derived.
 DD1491
 DD1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT848177(NAD 83)
 DD1491_MARKER: DJ = TIDAL STATION DISK
 DD1491_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1491_SP_SET: COPPER-CLAD STEEL ROD
 DD1491_STAMPING: G.C.B. NO. 4 1975
 DD1491_MARK LOGO: NOS   
 DD1491_PROJECTION: FLUSH
 DD1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1491+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1491_ROD/PIPE-DEPTH: 14.6 meters
 DD1491
 DD1491  HISTORY     - Date     Condition        Report By
 DD1491  HISTORY     - 1975     MONUMENTED       NOS
 DD1491  HISTORY     - 1985     GOOD             SCGS
 DD1491  HISTORY     - 19900430 GOOD             NGS
 DD1491
 DD1491                          STATION DESCRIPTION
 DD1491
 DD1491'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1491'1.05 KM (0.65 MI) NW FROM GARDEN CITY BEACH.
 DD1491'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1491'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1491'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.55 KM (0.35 MI) SOUTHEAST
 DD1491'ALONG STATE ROAD 51 (ATLANTIC AVENUE), SET NEAR A POWER POLE IN THE
 DD1491'WEST ANGLE OF EAST BANK ROAD, 10.0 METERS (32.81 FT) NORTHWEST OF THE
 DD1491'CENTER OF EAST BANK ROAD, 20.0 METERS (65.62 FT) SOUTHEAST OF THE
 DD1491'CENTER OF WEST BANK ROAD, 9.7 METERS (31.82 FT) SOUTHWEST OF THE
 DD1491'CENTER OF THE STATE ROAD, 1.15 METERS (3.77 FT) WEST NORTHWEST OF THE
 DD1491'POWER POLE B51I2, 4.3 METERS (14.11 FT) NORTHEAST OF A DOUBLE RAIL
 DD1491'WOODEN FENCE WITH BRICK PILLARS.
 DD1491'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 DD1491'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1491
 DD1491                          STATION RECOVERY (1990)
 DD1491
 DD1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1492 ***********************************************************************
 DD1492  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1492  DESIGNATION -  866 1419 TIDAL GCB 3
 DD1492  PID         -  DD1492
 DD1492  STATE/COUNTY-  SC/HORRY
 DD1492  USGS QUAD   -  BROOKGREEN (1973)
 DD1492
 DD1492                         *CURRENT SURVEY CONTROL
 DD1492  ___________________________________________________________________
 DD1492* NAD 83(1986)-  33 34 55.     (N)    079 00 25.     (W)     SCALED    
 DD1492* NAVD 88     -         3.264  (meters)      10.71   (feet)  ADJUSTED  
 DD1492  ___________________________________________________________________
 DD1492  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1492  DYNAMIC HT  -           3.261 (meters)      10.70  (feet)  COMP
 DD1492  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 DD1492
 DD1492  VERT ORDER  -  FIRST     CLASS II
 DD1492
 DD1492.The horizontal coordinates were scaled from a topographic map and have
 DD1492.an estimated accuracy of +/- 6 seconds.
 DD1492
 DD1492.The orthometric height was determined by differential leveling
 DD1492.and adjusted by the National Geodetic Survey in June 1991..
 DD1492
 DD1492.This Tidal Bench Mark is designated as VM 3768
 DD1492.by the Center for Operational Oceanographic Products and Services.
 DD1492
 DD1492.The geoid height was determined by GEOID03.
 DD1492
 DD1492.The dynamic height is computed by dividing the NAVD 88
 DD1492.geopotential number by the normal gravity value computed on the
 DD1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1492.degrees latitude (g = 980.6199 gals.).
 DD1492
 DD1492.The modeled gravity was interpolated from observed gravity values.
 DD1492
 DD1492;                    North         East    Units  Estimated Accuracy
 DD1492;SPC SC       -   195,700.      794,580.      MT  (+/- 180 meters Scaled)
 DD1492
 DD1492                          SUPERSEDED SURVEY CONTROL
 DD1492
 DD1492  NGVD 29 (03/21/89)    3.586  (m)           11.77   (f) ADJUSTED    1 2
 DD1492
 DD1492.Superseded values are not recommended for survey control.
 DD1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1492.See file dsdata.txt to determine how the superseded data were derived.
 DD1492
 DD1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT849175(NAD 83)
 DD1492_MARKER: DJ = TIDAL STATION DISK
 DD1492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1492_SP_SET: COPPER-CLAD STEEL ROD
 DD1492_STAMPING: G.C.B. NO. 3 1975
 DD1492_MARK LOGO: NOS   
 DD1492_PROJECTION: FLUSH
 DD1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1492_ROD/PIPE-DEPTH: 13.7 meters
 DD1492
 DD1492  HISTORY     - Date     Condition        Report By
 DD1492  HISTORY     - 1975     MONUMENTED       NOS
 DD1492  HISTORY     - 1985     GOOD             SCGS
 DD1492  HISTORY     - 19900430 MARK NOT FOUND   NGS
 DD1492  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD1492
 DD1492                          STATION DESCRIPTION
 DD1492
 DD1492'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1492'1.0 KM (0.6 MI) NW FROM GARDEN CITY BEACH.
 DD1492'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1492'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1492'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG
 DD1492'STATE ROAD 51 (ATLANTIC AVENUE), SET NEAR A POWER POLE IN THE SOUTH
 DD1492'ANGLE OF A SAND ROAD LEADING SOUTHWEST TO A MOBILE HOME COURT,
 DD1492'25.0 METERS (82.02 FT) NORTHWEST OF THE CENTER OF WEST CANAL DRIVE,
 DD1492'8.5 METERS (27.89 FT) SOUTHWEST OF THE CENTER OF THE STATE ROAD,
 DD1492'5.0 METERS (16.4 FT) SOUTHEAST OF THE CENTER OF THE SAND ROAD,
 DD1492'5.0 METERS (16.4 FT) EAST NORTHEAST OF A TELEPHONE JUNCTION BOX,
 DD1492'1.55 METERS (5.09 FT) SOUTHEAST OF THE POWER POLE NUMBER 6114B.
 DD1492'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 DD1492'THE MARK IS 0.30 M ABOVE STATE ROAD.
 DD1492
 DD1492                          STATION RECOVERY (1990)
 DD1492
 DD1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1492'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
 DD1492
 DD1492                          STATION RECOVERY (2004)
 DD1492
 DD1492'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1493 ***********************************************************************
 DD1493  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1493  DESIGNATION -  866 1419 TIDAL GCB 2
 DD1493  PID         -  DD1493
 DD1493  STATE/COUNTY-  SC/HORRY
 DD1493  USGS QUAD   -  BROOKGREEN (1973)
 DD1493
 DD1493                         *CURRENT SURVEY CONTROL
 DD1493  ___________________________________________________________________
 DD1493* NAD 83(1986)-  33 34 53.     (N)    079 00 18.     (W)     SCALED    
 DD1493* NAVD 88     -         2.200  (meters)       7.22   (feet)  ADJUSTED  
 DD1493  ___________________________________________________________________
 DD1493  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1493  DYNAMIC HT  -           2.197 (meters)       7.21  (feet)  COMP
 DD1493  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 DD1493
 DD1493  VERT ORDER  -  FIRST     CLASS II
 DD1493
 DD1493.The horizontal coordinates were scaled from a topographic map and have
 DD1493.an estimated accuracy of +/- 6 seconds.
 DD1493
 DD1493.The orthometric height was determined by differential leveling
 DD1493.and adjusted by the National Geodetic Survey in June 1991..
 DD1493
 DD1493.This Tidal Bench Mark is designated as VM 3767
 DD1493.by the Center for Operational Oceanographic Products and Services.
 DD1493
 DD1493.The geoid height was determined by GEOID03.
 DD1493
 DD1493.The dynamic height is computed by dividing the NAVD 88
 DD1493.geopotential number by the normal gravity value computed on the
 DD1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1493.degrees latitude (g = 980.6199 gals.).
 DD1493
 DD1493.The modeled gravity was interpolated from observed gravity values.
 DD1493
 DD1493;                    North         East    Units  Estimated Accuracy
 DD1493;SPC SC       -   195,640.      794,760.      MT  (+/- 180 meters Scaled)
 DD1493
 DD1493                          SUPERSEDED SURVEY CONTROL
 DD1493
 DD1493  NGVD 29 (05/09/91)    2.528  (m)            8.29   (f) ADJUSTED    1 2
 DD1493
 DD1493.Superseded values are not recommended for survey control.
 DD1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1493.See file dsdata.txt to determine how the superseded data were derived.
 DD1493
 DD1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT851175(NAD 83)
 DD1493_MARKER: DJ = TIDAL STATION DISK
 DD1493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1493_SP_SET: COPPER-CLAD STEEL ROD
 DD1493_STAMPING: G.C.B. NO. 2 1975
 DD1493_MARK LOGO: NOS   
 DD1493_PROJECTION: FLUSH
 DD1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1493+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1493_ROD/PIPE-DEPTH: 14.6 meters
 DD1493
 DD1493  HISTORY     - Date     Condition        Report By
 DD1493  HISTORY     - 1975     MONUMENTED       NOS
 DD1493  HISTORY     - 1985     GOOD             SCGS
 DD1493  HISTORY     - 19900430 GOOD             NGS
 DD1493
 DD1493                          STATION DESCRIPTION
 DD1493
 DD1493'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1493'0.7 KM (0.45 MI) NW FROM GARDEN CITY BEACH.
 DD1493'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1493'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1493'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.8 KM (0.5 MI) SOUTHEAST ALONG
 DD1493'STATE ROAD 51 (ATLANTIC AVENUE), SET NEAR A TELEPHONE POLE IN THE WEST
 DD1493'CORNER OF THE YARD OF A TWO STORY HOUSE, 8.2 METERS (26.9 FT)
 DD1493'NORTHEAST OF THE CENTER OF THE STATE ROAD, 1.18 METERS (3.87 FT)
 DD1493'NORTHWEST OF THE TELEPHONE POLE 1C171C, 18.3 METERS (60.04 FT)
 DD1493'SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 5.2 METERS (17.06 FT) WEST
 DD1493'NORTHWEST OF A 17 INCH LIVE OAK TREE NEAR A TELEPHONE JUNCTION BOX,
 DD1493'15.7 METERS (51.51 FT) SOUTH SOUTHWEST OF A LONE 19 INCH PINE TREE IN
 DD1493'AN EMPTY LOT.
 DD1493'THE MARK IS 0.30 METERS  SSW FROM A WITNESS POST.
 DD1493'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1493
 DD1493                          STATION RECOVERY (1990)
 DD1493
 DD1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1494 ***********************************************************************
 DD1494  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1494  DESIGNATION -  866 1419 TIDAL GCB 1
 DD1494  PID         -  DD1494
 DD1494  STATE/COUNTY-  SC/HORRY
 DD1494  USGS QUAD   -  BROOKGREEN (1973)
 DD1494
 DD1494                         *CURRENT SURVEY CONTROL
 DD1494  ___________________________________________________________________
 DD1494* NAD 83(1986)-  33 34 50.     (N)    079 00 12.     (W)     SCALED    
 DD1494* NAVD 88     -         1.870  (meters)       6.14   (feet)  ADJUSTED  
 DD1494  ___________________________________________________________________
 DD1494  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1494  DYNAMIC HT  -           1.868 (meters)       6.13  (feet)  COMP
 DD1494  MODELED GRAV-     979,588.0   (mgal)                       NAVD 88
 DD1494
 DD1494  VERT ORDER  -  FIRST     CLASS II
 DD1494
 DD1494.The horizontal coordinates were scaled from a topographic map and have
 DD1494.an estimated accuracy of +/- 6 seconds.
 DD1494
 DD1494.The orthometric height was determined by differential leveling
 DD1494.and adjusted by the National Geodetic Survey in June 1991..
 DD1494
 DD1494.This Tidal Bench Mark is designated as VM 3766
 DD1494.by the Center for Operational Oceanographic Products and Services.
 DD1494
 DD1494.The geoid height was determined by GEOID03.
 DD1494
 DD1494.The dynamic height is computed by dividing the NAVD 88
 DD1494.geopotential number by the normal gravity value computed on the
 DD1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1494.degrees latitude (g = 980.6199 gals.).
 DD1494
 DD1494.The modeled gravity was interpolated from observed gravity values.
 DD1494
 DD1494;                    North         East    Units  Estimated Accuracy
 DD1494;SPC SC       -   195,550.      794,910.      MT  (+/- 180 meters Scaled)
 DD1494
 DD1494                          SUPERSEDED SURVEY CONTROL
 DD1494
 DD1494  NGVD 29 (05/09/91)    2.199  (m)            7.21   (f) ADJUSTED    1 2
 DD1494
 DD1494.Superseded values are not recommended for survey control.
 DD1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1494.See file dsdata.txt to determine how the superseded data were derived.
 DD1494
 DD1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT853174(NAD 83)
 DD1494_MARKER: DJ = TIDAL STATION DISK
 DD1494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1494_SP_SET: COPPER-CLAD STEEL ROD
 DD1494_STAMPING: G.C.B. NO. 1 1975
 DD1494_MARK LOGO: NOS   
 DD1494_PROJECTION: RECESSED 1 CENTIMETERS
 DD1494_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1494+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1494
 DD1494  HISTORY     - Date     Condition        Report By
 DD1494  HISTORY     - 1975     MONUMENTED       NOS
 DD1494  HISTORY     - 1986     GOOD             SCGS
 DD1494  HISTORY     - 19900430 GOOD             NGS
 DD1494  HISTORY     - 19920717 GOOD             NGS
 DD1494
 DD1494                          STATION DESCRIPTION
 DD1494
 DD1494'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1494'0.6 KM (0.4 MI) NW FROM GARDEN CITY BEACH.
 DD1494'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1494'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1494'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1494'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.9 KM (0.55 MI) SOUTHEAST
 DD1494'ALONG STATE ROAD 51 (ATLANTIC AVENUE), SET NEAR A TELEPHONE POLE AND A
 DD1494'TELEPHONE JUNCTION BOX IN THE EAST ANGLE OF A SAND ROAD, 0.1 KM
 DD1494'(0.05 MI) NORTHWEST OF A SMALL CONCRETE BRIDGE, 9.55 METERS (31.33 FT)
 DD1494'NORTHEAST OF THE CENTER OF THE STATE ROAD, 5.8 METERS (19.03 FT)
 DD1494'SOUTHEAST OF THE CENTER OF THE SAND ROAD, 4.37 METERS (14.34 FT) WEST
 DD1494'OF A LONE 14 INCH PINE TREE, 1.16 METERS (3.81 FT) EAST NORTHEAST OF
 DD1494'TELEPHONE POLE 1C171D, 4.18 METERS (13.71 FT) NORTHWEST OF A POWER
 DD1494'POLE 9B, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND
 DD1494'FLUSH WITH GROUND.
 DD1494'THE MARK IS 0.80 METERS  SW FROM A WITNESS POST.
 DD1494
 DD1494                          STATION RECOVERY (1990)
 DD1494
 DD1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1494'RECOVERED IN GOOD CONDITION.
 DD1494
 DD1494                          STATION RECOVERY (1992)
 DD1494
 DD1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1494'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 DD1494'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.65 MI)
 DD1494'NORTHEASTERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.9 KM (0.55
 DD1494'MI) SOUTHEASTERLY ALONG STATE ROAD 51 (ATLANTIC AVENUE), 9.6 M (31.5
 DD1494'FT) NORTHEAST OF THE ROAD CENTERLINE, 5.8 M (19.0 FT) SOUTHEAST OF
 DD1494'THE CENTER OF A PAVED ROAD, 4.2 M (13.8 FT) NORTHWEST OF UTILITY POLE
 DD1494'NUMBER 60656, 2.8 M (9.2 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A
 DD1494'PARKING LOT FOR SARA J. SEAFOOD, 1.1 M (3.6 FT) EAST-NORTHEAST OF
 DD1494'UTILITY POLE NUMBER 1 82, 0.8 M (2.6 FT) WEST-SOUTHWEST OF A WITNESS
 DD1494'POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 DD1494'BELOW THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 DD1494'PVC PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1513 ***********************************************************************
 DD1513  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1513  DESIGNATION -  866 1437 H TIDAL
 DD1513  PID         -  DD1513
 DD1513  STATE/COUNTY-  SC/HORRY
 DD1513  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1513
 DD1513                         *CURRENT SURVEY CONTROL
 DD1513  ___________________________________________________________________
 DD1513* NAD 83(1986)-  33 34 43.     (N)    078 59 55.     (W)     SCALED    
 DD1513* NAVD 88     -         0.901  (meters)       2.96   (feet)  ADJUSTED  
 DD1513  ___________________________________________________________________
 DD1513  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1513  DYNAMIC HT  -           0.900 (meters)       2.95  (feet)  COMP
 DD1513  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DD1513
 DD1513  VERT ORDER  -  FIRST     CLASS II
 DD1513
 DD1513.The horizontal coordinates were scaled from a topographic map and have
 DD1513.an estimated accuracy of +/- 6 seconds.
 DD1513
 DD1513.The orthometric height was determined by differential leveling
 DD1513.and adjusted by the National Geodetic Survey in June 1991..
 DD1513
 DD1513.This Tidal Bench Mark is designated as VM 3775
 DD1513.by the Center for Operational Oceanographic Products and Services.
 DD1513
 DD1513.The geoid height was determined by GEOID03.
 DD1513
 DD1513.The dynamic height is computed by dividing the NAVD 88
 DD1513.geopotential number by the normal gravity value computed on the
 DD1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1513.degrees latitude (g = 980.6199 gals.).
 DD1513
 DD1513.The modeled gravity was interpolated from observed gravity values.
 DD1513
 DD1513;                    North         East    Units  Estimated Accuracy
 DD1513;SPC SC       -   195,340.      795,360.      MT  (+/- 180 meters Scaled)
 DD1513
 DD1513                          SUPERSEDED SURVEY CONTROL
 DD1513
 DD1513  NGVD 29 (05/09/91)    1.229  (m)            4.03   (f) ADJUSTED    1 2
 DD1513
 DD1513.Superseded values are not recommended for survey control.
 DD1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1513.See file dsdata.txt to determine how the superseded data were derived.
 DD1513
 DD1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT857172(NAD 83)
 DD1513_MARKER: DJ = TIDAL STATION DISK
 DD1513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1513_SP_SET: STAINLESS STEEL ROD
 DD1513_STAMPING: 1437 H 1982
 DD1513_MARK LOGO: NOS   
 DD1513_PROJECTION: RECESSED 7 CENTIMETERS
 DD1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1513+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1513_ROD/PIPE-DEPTH: 8.23 meters
 DD1513
 DD1513  HISTORY     - Date     Condition        Report By
 DD1513  HISTORY     - 1982     MONUMENTED       NOS
 DD1513  HISTORY     - 1985     GOOD             SCGS
 DD1513  HISTORY     - 19900430 GOOD             NGS
 DD1513  HISTORY     - 19920717 MARK NOT FOUND   NGS
 DD1513  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD1513
 DD1513                          STATION DESCRIPTION
 DD1513
 DD1513'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1513'IN GARDEN CITY BEACH.
 DD1513'THE MARK IS ABOVE LEVEL WITH MAGNOLIA AVENUE.
 DD1513'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1513'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1513'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 DD1513'STATE ROAD 51 (ATLANTIC AVENUE), THENCE 0.2 KM (0.1 MI) NORTHERLY
 DD1513'ALONG WACCAMAW DRIVE, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG MAGNOLIA
 DD1513'AVENUE, SET NEAR A POWER POLE IN THE EAST ANGLE OF DOGWOOD DRIVE
 DD1513'NORTH, 29.85 METERS (97.93 FT) WEST OF THE WEST CORNER OF A TWO STORY
 DD1513'CINDER BLOCK HOUSE, 9.1 METERS (29.86 FT) EAST SOUTHEAST OF THE CENTER
 DD1513'OF DOGWOOD DRIVE NORTH, 5.0 METERS (16.4 FT) NORTH NORTHEAST OF THE
 DD1513'CENTER OF MAGNOLIA AVENUE, 6.35 METERS (20.83 FT) SOUTH SOUTHWEST OF
 DD1513'THE POWER POLE NUMBER 69077.
 DD1513'THE MARK IS 0.22 METERS  ESE FROM A WITNESS POST.
 DD1513
 DD1513                          STATION RECOVERY (1990)
 DD1513
 DD1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1513'4.5 KM (2.80 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1513'HIGHWAY) FROM THE POST OFFICE IN SURFSIDE BEACH, THENCE 1.5 KM (0.93
 DD1513'MI) SOUTHEASTERLY ALONG ATLANTIC AVENUE, THENCE 0.1 KM (0.06 MI)
 DD1513'NORTHEASTERLY ALONG DOGWOOD DRIVE NORTH, 23.0 M (75.46 FT)
 DD1513'WEST-NORTHWEST OF UTILITY POLE NUMBER 69140, 9.6 M (31.50 FT)
 DD1513'SOUTHEAST OF AND LEVEL WITH THE AVENUE CENTERLINE, 6.4 M (21.00 FT)
 DD1513'SOUTH-SOUTHWEST OF A UTILITY POLE WITH 3 GUY WIRES, 4.3 M (14.11 FT)
 DD1513'NORTHEAST OF THE CENTER OF MAGNOLIA AVENUE, AND 1.1 M (3.61 FT) EAST
 DD1513'OF THE SOUTH CORNER OF A STORM DRAIN GRATE.  NOTE--THE DISK IS
 DD1513'CRIMPED TO A STAINLESS STEEL ROD ENCASED IN A 4-INCH PVC PIPE THAT IS
 DD1513'FLUSH WITH THE GROUND SURFACE.
 DD1513
 DD1513                          STATION RECOVERY (1992)
 DD1513
 DD1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1513'THE LAND OWNER STATED THAT THE MONUMENT WAS DESTROYED DURING STREET
 DD1513'CONSTRUCTION.
 DD1513
 DD1513                          STATION RECOVERY (2004)
 DD1513
 DD1513'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1495 ***********************************************************************
 DD1495  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1495  DESIGNATION -  866 1437 TIDAL GCP 4
 DD1495  PID         -  DD1495
 DD1495  STATE/COUNTY-  SC/HORRY
 DD1495  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1495
 DD1495                         *CURRENT SURVEY CONTROL
 DD1495  ___________________________________________________________________
 DD1495* NAD 83(1986)-  33 34 37.     (N)    078 59 52.     (W)     SCALED    
 DD1495* NAVD 88     -         2.268  (meters)       7.44   (feet)  ADJUSTED  
 DD1495  ___________________________________________________________________
 DD1495  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1495  DYNAMIC HT  -           2.265 (meters)       7.43  (feet)  COMP
 DD1495  MODELED GRAV-     979,588.0   (mgal)                       NAVD 88
 DD1495
 DD1495  VERT ORDER  -  FIRST     CLASS II
 DD1495
 DD1495.The horizontal coordinates were scaled from a topographic map and have
 DD1495.an estimated accuracy of +/- 6 seconds.
 DD1495
 DD1495.The orthometric height was determined by differential leveling
 DD1495.and adjusted by the National Geodetic Survey in June 1991..
 DD1495
 DD1495.This Tidal Bench Mark is designated as VM 3773
 DD1495.by the Center for Operational Oceanographic Products and Services.
 DD1495
 DD1495.The geoid height was determined by GEOID03.
 DD1495
 DD1495.The dynamic height is computed by dividing the NAVD 88
 DD1495.geopotential number by the normal gravity value computed on the
 DD1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1495.degrees latitude (g = 980.6199 gals.).
 DD1495
 DD1495.The modeled gravity was interpolated from observed gravity values.
 DD1495
 DD1495;                    North         East    Units  Estimated Accuracy
 DD1495;SPC SC       -   195,160.      795,440.      MT  (+/- 180 meters Scaled)
 DD1495
 DD1495                          SUPERSEDED SURVEY CONTROL
 DD1495
 DD1495  NGVD 29 (03/21/89)    2.591  (m)            8.50   (f) ADJUSTED    1 2
 DD1495
 DD1495.Superseded values are not recommended for survey control.
 DD1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1495.See file dsdata.txt to determine how the superseded data were derived.
 DD1495
 DD1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT858170(NAD 83)
 DD1495_MARKER: DJ = TIDAL STATION DISK
 DD1495_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DD1495_SP_SET: CONCRETE FOUNDATION
 DD1495_STAMPING: G.C.P. NO. 4 1975
 DD1495_MARK LOGO: NOS   
 DD1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1495+STABILITY: SURFACE MOTION
 DD1495
 DD1495  HISTORY     - Date     Condition        Report By
 DD1495  HISTORY     - 1975     MONUMENTED       NOS
 DD1495  HISTORY     - 1985     GOOD             SCGS
 DD1495  HISTORY     - 19900427 MARK NOT FOUND   NGS
 DD1495  HISTORY     - 19920717 MARK NOT FOUND   NGS
 DD1495  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD1495
 DD1495                          STATION DESCRIPTION
 DD1495
 DD1495'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1495'IN GARDEN CITY BEACH.
 DD1495'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1495'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1495'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 DD1495'STATE ROAD 51 (ATLANTIC AVENUE), SET NEAR THE NORTH CORNER OF THE
 DD1495'CENTER PORTION OF THE KING FISHER INN, 9.57 METERS (31.4 FT) WEST
 DD1495'SOUTHWEST OF THE NORTH CORNER OF THE INN, 12.28 METERS (40.29 FT)
 DD1495'NORTHEAST OF THE WEST CORNER OF THE CENTER PORTION OF THE INN,
 DD1495'0.12 METER (0.4 FT) NORTH OF THE NORTH CORNER OF THE CENTER PORTION OF
 DD1495'THE INN.
 DD1495'THE MARK IS 0.60 M ABOVE WACCAMAW DRIVE SOUTH.
 DD1495
 DD1495                          STATION RECOVERY (1990)
 DD1495
 DD1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1495'THE AREA WAS HIT BY HURRICANE HUGO, HAS BEEN GRADED, AND IS NOW UNDER
 DD1495'CONSTRUCTION.
 DD1495
 DD1495                          STATION RECOVERY (1992)
 DD1495
 DD1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1495'THE LAND OWNER STATED THAT THE MONUMENT WAS DESTROYED DURING NEW
 DD1495'CONSTRUCTION.
 DD1495
 DD1495                          STATION RECOVERY (2004)
 DD1495
 DD1495'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1496 ***********************************************************************
 DD1496  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1496  DESIGNATION -  866 1437 TIDAL GCP 3
 DD1496  PID         -  DD1496
 DD1496  STATE/COUNTY-  SC/HORRY
 DD1496  USGS QUAD   -  SURFSIDE BEACH (1984)
 DD1496
 DD1496                         *CURRENT SURVEY CONTROL
 DD1496  ___________________________________________________________________
 DD1496* NAD 83(1986)-  33 34 36.     (N)    078 59 55.     (W)     SCALED    
 DD1496* NAVD 88     -         1.714  (meters)       5.62   (feet)  ADJUSTED  
 DD1496  ___________________________________________________________________
 DD1496  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1496  DYNAMIC HT  -           1.712 (meters)       5.62  (feet)  COMP
 DD1496  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 DD1496
 DD1496  VERT ORDER  -  FIRST     CLASS II
 DD1496
 DD1496.The horizontal coordinates were scaled from a topographic map and have
 DD1496.an estimated accuracy of +/- 6 seconds.
 DD1496
 DD1496.The orthometric height was determined by differential leveling
 DD1496.and adjusted by the National Geodetic Survey in June 1991..
 DD1496
 DD1496.This Tidal Bench Mark is designated as VM 3772
 DD1496.by the Center for Operational Oceanographic Products and Services.
 DD1496
 DD1496.The geoid height was determined by GEOID03.
 DD1496
 DD1496.The dynamic height is computed by dividing the NAVD 88
 DD1496.geopotential number by the normal gravity value computed on the
 DD1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1496.degrees latitude (g = 980.6199 gals.).
 DD1496
 DD1496.The modeled gravity was interpolated from observed gravity values.
 DD1496
 DD1496;                    North         East    Units  Estimated Accuracy
 DD1496;SPC SC       -   195,130.      795,360.      MT  (+/- 180 meters Scaled)
 DD1496
 DD1496                          SUPERSEDED SURVEY CONTROL
 DD1496
 DD1496  NGVD 29 (05/09/91)    2.042  (m)            6.70   (f) ADJUSTED    1 2
 DD1496
 DD1496.Superseded values are not recommended for survey control.
 DD1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1496.See file dsdata.txt to determine how the superseded data were derived.
 DD1496
 DD1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT857170(NAD 83)
 DD1496_MARKER: DJ = TIDAL STATION DISK
 DD1496_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DD1496_SP_SET: FOUNDATION
 DD1496_STAMPING: G.C.P. NO. 3 1975
 DD1496_MARK LOGO: NOS   
 DD1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1496+STABILITY: SURFACE MOTION
 DD1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1496+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1496
 DD1496  HISTORY     - Date     Condition        Report By
 DD1496  HISTORY     - 1975     MONUMENTED       NOS
 DD1496  HISTORY     - 1985     GOOD             SCGS
 DD1496  HISTORY     - 19900430 GOOD             NGS
 DD1496  HISTORY     - 19920717 MARK NOT FOUND   NGS
 DD1496  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD1496
 DD1496                          STATION DESCRIPTION
 DD1496
 DD1496'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1496'IN GARDEN CITY BEACH.
 DD1496'THE MARK IS ABOVE LEVEL WITH WACCAMAW DRIVE.
 DD1496'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1496'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1496'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 DD1496'STATE ROAD 51 (ATLANTIC AVENUE), SET IN THE EAST CORNER OF THE
 DD1496'CONCRETE FOUNDATION OF A SEWER LIFT STATION IN THE WEST CORNER OF THE
 DD1496'PARKING LOT OF THE KING FISHER INN, ALSO MAY BE REACHED BY GOING
 DD1496'0.8 KM (0.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 BUSINESS FROM THE
 DD1496'JUNCTION OF STATE HIGHWAY 544 IN SURFSIDE BEACH, THENCE 1.05 KM
 DD1496'(0.65 MI) SOUTHEAST ALONG 16TH AVENUE NORTH, THENCE 5.1 KM (3.2 MI)
 DD1496'SOUTHERLY ALONG OCEAN BOULEVARD, 10.6 METERS (34.78 FT) EAST SOUTHEAST
 DD1496'OF THE CENTER OF WACCAMAW DRIVE SOUTH (OCEAN BOULEVARD), 3.1 METERS
 DD1496'(10.17 FT) SOUTH SOUTHEAST OF A FIRE HYDRANT, 2.0 METERS (6.6 FT)
 DD1496'NORTHWEST OF THE WEST CORNER OF A CONCRETE PILLAR SUPPORTING A WOODEN
 DD1496'FENCE.
 DD1496
 DD1496                          STATION RECOVERY (1990)
 DD1496
 DD1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1496'4.5 KM (2.80 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1496'HIGHWAY) FROM THE POST OFFICE IN SURFSIDE BEACH, THENCE 1.6 KM (0.99
 DD1496'MI) SOUTHEASTERLY ALONG ATLANTIC AVENUE, IN THE CONCRETE FOUNDATION
 DD1496'OF A SEWAGE PUMP STATION, 24.2 M (79.40 FT) WEST-NORTHWEST OF THE
 DD1496'CENTER OF THE ENTRANCE INTO THE KINGFISHER INN OFFICE, 14.3 M (46.92
 DD1496'FT) EAST-SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF WACCAMAW
 DD1496'DRIVE, 11.4 M (37.40 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE
 DD1496'AVENUE, 3.2 M (10.50 FT) SOUTH-SOUTHEAST OF A FIRE HYDRANT, 3.2 M
 DD1496'(10.50 FT) NORTHEAST OF UTILITY POLE NUMBER 67114 WITH A GUY CABLE,
 DD1496'AND 2.1 M (6.89 FT) NORTHWEST OF A CONCRETE PILLAR.
 DD1496
 DD1496                          STATION RECOVERY (1992)
 DD1496
 DD1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1496'THE LAND OWNER STATED THAT THE MONUMENT WAS DESTROYED DURING NEW
 DD1496'CONSTRUCTION.
 DD1496
 DD1496                          STATION RECOVERY (2004)
 DD1496
 DD1496'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1476 ***********************************************************************
 DD1476  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1476  DESIGNATION -  866 1493 A TIDAL
 DD1476  PID         -  DD1476
 DD1476  STATE/COUNTY-  SC/GEORGETOWN
 DD1476  USGS QUAD   -  BROOKGREEN (1973)
 DD1476
 DD1476                         *CURRENT SURVEY CONTROL
 DD1476  ___________________________________________________________________
 DD1476* NAD 83(1986)-  33 33 44.     (N)    079 05 08.     (W)     SCALED    
 DD1476* NAVD 88     -         0.865  (meters)       2.84   (feet)  ADJUSTED  
 DD1476  ___________________________________________________________________
 DD1476  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DD1476  DYNAMIC HT  -           0.864 (meters)       2.83  (feet)  COMP
 DD1476  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 DD1476
 DD1476  VERT ORDER  -  FIRST     CLASS II
 DD1476
 DD1476.The horizontal coordinates were scaled from a topographic map and have
 DD1476.an estimated accuracy of +/- 6 seconds.
 DD1476
 DD1476.The orthometric height was determined by differential leveling
 DD1476.and adjusted by the National Geodetic Survey in June 1991..
 DD1476
 DD1476.This Tidal Bench Mark is designated as VM 3776
 DD1476.by the Center for Operational Oceanographic Products and Services.
 DD1476
 DD1476.The geoid height was determined by GEOID03.
 DD1476
 DD1476.The dynamic height is computed by dividing the NAVD 88
 DD1476.geopotential number by the normal gravity value computed on the
 DD1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1476.degrees latitude (g = 980.6199 gals.).
 DD1476
 DD1476.The modeled gravity was interpolated from observed gravity values.
 DD1476
 DD1476;                    North         East    Units  Estimated Accuracy
 DD1476;SPC SC       -   193,370.      787,320.      MT  (+/- 180 meters Scaled)
 DD1476
 DD1476                          SUPERSEDED SURVEY CONTROL
 DD1476
 DD1476  NGVD 29 (03/21/89)    1.183  (m)            3.88   (f) ADJUSTED    1 2
 DD1476
 DD1476.Superseded values are not recommended for survey control.
 DD1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1476.See file dsdata.txt to determine how the superseded data were derived.
 DD1476
 DD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT777152(NAD 83)
 DD1476_MARKER: DJ = TIDAL STATION DISK
 DD1476_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD1476_SP_SET: GALVANIZED STEEL ROD
 DD1476_STAMPING: 1493 A 1981
 DD1476_MARK LOGO: NOS   
 DD1476_PROJECTION: FLUSH
 DD1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1476_ROD/PIPE-DEPTH: 8.84 meters
 DD1476
 DD1476  HISTORY     - Date     Condition        Report By
 DD1476  HISTORY     - 1981     MONUMENTED       NOS
 DD1476  HISTORY     - 1986     GOOD             SCGS
 DD1476  HISTORY     - 19920717 MARK NOT FOUND   NGS
 DD1476  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 DD1476
 DD1476                          STATION DESCRIPTION
 DD1476
 DD1476'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1476'5.0 KM (3.1 MI) WSW FROM MURRELLS INLET.
 DD1476'2.3 KM (1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1476'OF STATE HIGHWAY 707 IN MURRELLS INLET, THENCE 3.95 KM (2.45 MI)
 DD1476'NORTHWESTERLY ALONG STATE ROAD 62 TO THE WACHESAW LANDING, SET NEAR A
 DD1476'POWER POLE SOUTHEAST OF THE WACHESAW MARINA STORE, 27.0 METERS
 DD1476'(88.58 FT) NORTH NORTHWEST OF THE NORTHEAST CORNER OF A CINDER BLOCK
 DD1476'RETAINING WALL AROUND THREE FUEL STORAGE TANKS, 14.5 METERS (47.57 FT)
 DD1476'NORTH NORTHEAST OF THE CENTER OF A BOAT RAMP, 13.0 METERS (42.65 FT)
 DD1476'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 0.9 METER
 DD1476'(2.95 FT) WEST NORTHWEST OF THE POWER POLE KD3A, 1.2 METERS (3.94 FT)
 DD1476'SOUTHWEST OF THE HIGH WATER LINE.
 DD1476'THE MARK IS 0.58 METERS  S FROM A WITNESS POST.
 DD1476'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1476
 DD1476                          STATION RECOVERY (1992)
 DD1476
 DD1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1476'THERE IS A NEW ROAD AND DOCK AT THE DESCRIBED LOCATION.  ASSUMED
 DD1476'DESTROYED.
 DD1476
 DD1476                          STATION RECOVERY (2004)
 DD1476
 DD1476'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1475 ***********************************************************************
 DD1475  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1475  DESIGNATION -  866 1493 B TIDAL
 DD1475  PID         -  DD1475
 DD1475  STATE/COUNTY-  SC/GEORGETOWN
 DD1475  USGS QUAD   -  BROOKGREEN (1973)
 DD1475
 DD1475                         *CURRENT SURVEY CONTROL
 DD1475  ___________________________________________________________________
 DD1475* NAD 83(1986)-  33 33 44.     (N)    079 05 06.     (W)     SCALED    
 DD1475* NAVD 88     -         0.960  (meters)       3.15   (feet)  ADJUSTED  
 DD1475  ___________________________________________________________________
 DD1475  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DD1475  DYNAMIC HT  -           0.959 (meters)       3.15  (feet)  COMP
 DD1475  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 DD1475
 DD1475  VERT ORDER  -  FIRST     CLASS II
 DD1475
 DD1475.The horizontal coordinates were scaled from a topographic map and have
 DD1475.an estimated accuracy of +/- 6 seconds.
 DD1475
 DD1475.The orthometric height was determined by differential leveling
 DD1475.and adjusted by the National Geodetic Survey in June 1991..
 DD1475
 DD1475.This Tidal Bench Mark is designated as VM 3777
 DD1475.by the Center for Operational Oceanographic Products and Services.
 DD1475
 DD1475.The geoid height was determined by GEOID03.
 DD1475
 DD1475.The dynamic height is computed by dividing the NAVD 88
 DD1475.geopotential number by the normal gravity value computed on the
 DD1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1475.degrees latitude (g = 980.6199 gals.).
 DD1475
 DD1475.The modeled gravity was interpolated from observed gravity values.
 DD1475
 DD1475;                    North         East    Units  Estimated Accuracy
 DD1475;SPC SC       -   193,370.      787,370.      MT  (+/- 180 meters Scaled)
 DD1475
 DD1475                          SUPERSEDED SURVEY CONTROL
 DD1475
 DD1475  NGVD 29 (03/21/89)    1.278  (m)            4.19   (f) ADJUSTED    1 2
 DD1475
 DD1475.Superseded values are not recommended for survey control.
 DD1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1475.See file dsdata.txt to determine how the superseded data were derived.
 DD1475
 DD1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT777152(NAD 83)
 DD1475_MARKER: DJ = TIDAL STATION DISK
 DD1475_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD1475_SP_SET: GALVANIZED STEEL ROD
 DD1475_STAMPING: 1493 B 1981
 DD1475_MARK LOGO: NOS   
 DD1475_PROJECTION: FLUSH
 DD1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1475_ROD/PIPE-DEPTH: 21.3 meters
 DD1475
 DD1475  HISTORY     - Date     Condition        Report By
 DD1475  HISTORY     - 1981     MONUMENTED       NOS
 DD1475  HISTORY     - 1985     GOOD             SCGS
 DD1475  HISTORY     - 19920717 MARK NOT FOUND   NGS
 DD1475  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 DD1475
 DD1475                          STATION DESCRIPTION
 DD1475
 DD1475'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1475'4.9 KM (3.05 MI) WSW FROM MURRELLS INLET.
 DD1475'2.3 KM (1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1475'OF STATE HIGHWAY 707 IN MURRELLS INLET, THENCE 3.9 KM (2.4 MI)
 DD1475'NORTHWESTERLY ALONG STATE ROAD 62 TO THE WACHESAW LANDING, SET NEAR A
 DD1475'POWER POLE ACROSS THE ROAD FROM A FIRE HYDRANT, 70.0 METERS
 DD1475'(229.66 FT) EAST SOUTHEAST OF TIDAL BENCH MARK 866 1493 A TIDAL,
 DD1475'27.3 METERS (89.57 FT) NORTH NORTHEAST OF THE FIRE HYDRANT, 4.0 METERS
 DD1475'(13.12 FT) SOUTH SOUTHWEST OF THE HIGH WATER LINE, 16.0 METERS
 DD1475'(52.49 FT) EAST SOUTHEAST OF A LONE TWIN TRUNK BALD CYPRESS TREE,
 DD1475'1.2 METERS (3.94 FT) SOUTH SOUTHWEST OF THE POWER POLE KD2A,
 DD1475'29.3 METERS (96.13 FT) WEST NORTHWEST OF A TELEPHONE POLE AND JUNCTION
 DD1475'BOX 48R27.
 DD1475'THE MARK IS 0.66 METERS  SSW FROM A WITNESS POST.
 DD1475'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1475
 DD1475                          STATION RECOVERY (1992)
 DD1475
 DD1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1475'THERE IS A NEW ROAD AND DOCK AT THE DESCRIBED LOCATION.  ASSUMED
 DD1475'DESTROYED.
 DD1475
 DD1475                          STATION RECOVERY (2004)
 DD1475
 DD1475'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1474 ***********************************************************************
 DD1474  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1474  DESIGNATION -  866 1493 C TIDAL
 DD1474  PID         -  DD1474
 DD1474  STATE/COUNTY-  SC/GEORGETOWN
 DD1474  USGS QUAD   -  BROOKGREEN (1973)
 DD1474
 DD1474                         *CURRENT SURVEY CONTROL
 DD1474  ___________________________________________________________________
 DD1474* NAD 83(1986)-  33 33 45.     (N)    079 05 02.     (W)     SCALED    
 DD1474* NAVD 88     -         3.292  (meters)      10.80   (feet)  ADJUSTED  
 DD1474  ___________________________________________________________________
 DD1474  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DD1474  DYNAMIC HT  -           3.289 (meters)      10.79  (feet)  COMP
 DD1474  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 DD1474
 DD1474  VERT ORDER  -  FIRST     CLASS II
 DD1474
 DD1474.The horizontal coordinates were scaled from a topographic map and have
 DD1474.an estimated accuracy of +/- 6 seconds.
 DD1474
 DD1474.The orthometric height was determined by differential leveling
 DD1474.and adjusted by the National Geodetic Survey in June 1991..
 DD1474
 DD1474.This Tidal Bench Mark is designated as VM 3778
 DD1474.by the Center for Operational Oceanographic Products and Services.
 DD1474
 DD1474.The geoid height was determined by GEOID03.
 DD1474
 DD1474.The dynamic height is computed by dividing the NAVD 88
 DD1474.geopotential number by the normal gravity value computed on the
 DD1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1474.degrees latitude (g = 980.6199 gals.).
 DD1474
 DD1474.The modeled gravity was interpolated from observed gravity values.
 DD1474
 DD1474;                    North         East    Units  Estimated Accuracy
 DD1474;SPC SC       -   193,410.      787,480.      MT  (+/- 180 meters Scaled)
 DD1474
 DD1474                          SUPERSEDED SURVEY CONTROL
 DD1474
 DD1474  NGVD 29 (03/21/89)    3.610  (m)           11.84   (f) ADJUSTED    1 2
 DD1474
 DD1474.Superseded values are not recommended for survey control.
 DD1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1474.See file dsdata.txt to determine how the superseded data were derived.
 DD1474
 DD1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT778152(NAD 83)
 DD1474_MARKER: DJ = TIDAL STATION DISK
 DD1474_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD1474_SP_SET: GALVANIZED STEEL ROD
 DD1474_STAMPING: 1493 C 1981
 DD1474_MARK LOGO: NOS   
 DD1474_PROJECTION: FLUSH
 DD1474_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1474+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1474_ROD/PIPE-DEPTH: 14.6 meters
 DD1474
 DD1474  HISTORY     - Date     Condition        Report By
 DD1474  HISTORY     - 1981     MONUMENTED       NOS
 DD1474  HISTORY     - 1985     GOOD             SCGS
 DD1474  HISTORY     - 19920717 GOOD             NGS
 DD1474
 DD1474                          STATION DESCRIPTION
 DD1474
 DD1474'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1474'4.8 KM (3.0 MI) WSW FROM MURRELLS INLET.
 DD1474'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1474'2.3 KM (1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1474'OF STATE HIGHWAY 707 IN MURRELLS INLET, THENCE 3.8 KM (2.35 MI)
 DD1474'NORTHWESTERLY ALONG STATE ROAD 62 TO THE WACHESAW LANDING, SET NEAR A
 DD1474'POWER POLE WHERE THE ROAD STARTS TO WIDEN INTO A PARKING LOT,
 DD1474'7.7 METERS (25.26 FT) NORTH NORTHEAST OF THE CENTER OF THE STATE ROAD,
 DD1474'29.3 METERS (96.13 FT) SOUTH SOUTHEAST OF A LONE 16 INCH PINE TREE AT
 DD1474'THE WATERS EDGE, 34.9 METERS (114.5 FT) WEST SOUTHWEST OF THE
 DD1474'SOUTHWEST CORNER OF AN OUTBOARD SALVAGE BUILDING, 1.0 METER (3.28 FT)
 DD1474'EAST SOUTHEAST OF THE POWER POLE KD1A.
 DD1474'THE MARK IS 0.45 METERS  ESE FROM A WITNESS POST.
 DD1474
 DD1474                          STATION RECOVERY (1992)
 DD1474
 DD1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1474'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 DD1474'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.65 MI)
 DD1474'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 4.2 KM (2.60 MI)
 DD1474'NORTHWESTERLY ALONG STATE ROAD S 22 62 (WACHESAW ROAD), 26.6 M (87.3
 DD1474'FT) WEST-NORTHWEST OF UTILITY LIGHT POLE NUMBER 59899 WITH A
 DD1474'TRANSFORMER, 21.8 M (71.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST END OF
 DD1474'A RETAINING WALL, 18.3 M (60.0 FT) SOUTHEAST OF A LIGHT POLE, 8.1 M
 DD1474'(26.6 FT) SOUTH-SOUTHWEST OF THE CENTER OF AN ENTRANCE ROAD TO THE
 DD1474'WACCAWACHE MARINA, 7.7 M (25.3 FT) NORTH-NORTHEAST OF THE CENTER OF
 DD1474'THE ROAD, AND 0.5 M (1.6 FT) EAST-SOUTHEAST OF A WITNESS POST.
 DD1474'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.04 M
 DD1474'(0.13 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1473 ***********************************************************************
 DD1473  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1473  DESIGNATION -  866 1493 D TIDAL
 DD1473  PID         -  DD1473
 DD1473  STATE/COUNTY-  SC/GEORGETOWN
 DD1473  USGS QUAD   -  BROOKGREEN (1973)
 DD1473
 DD1473                         *CURRENT SURVEY CONTROL
 DD1473  ___________________________________________________________________
 DD1473* NAD 83(1986)-  33 33 44.     (N)    079 04 59.     (W)     SCALED    
 DD1473* NAVD 88     -         4.574  (meters)      15.01   (feet)  ADJUSTED  
 DD1473  ___________________________________________________________________
 DD1473  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DD1473  DYNAMIC HT  -           4.569 (meters)      14.99  (feet)  COMP
 DD1473  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 DD1473
 DD1473  VERT ORDER  -  FIRST     CLASS II
 DD1473
 DD1473.The horizontal coordinates were scaled from a topographic map and have
 DD1473.an estimated accuracy of +/- 6 seconds.
 DD1473
 DD1473.The orthometric height was determined by differential leveling
 DD1473.and adjusted by the National Geodetic Survey in June 1991..
 DD1473
 DD1473.This Tidal Bench Mark is designated as VM 3779
 DD1473.by the Center for Operational Oceanographic Products and Services.
 DD1473
 DD1473.The geoid height was determined by GEOID03.
 DD1473
 DD1473.The dynamic height is computed by dividing the NAVD 88
 DD1473.geopotential number by the normal gravity value computed on the
 DD1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1473.degrees latitude (g = 980.6199 gals.).
 DD1473
 DD1473.The modeled gravity was interpolated from observed gravity values.
 DD1473
 DD1473;                    North         East    Units  Estimated Accuracy
 DD1473;SPC SC       -   193,380.      787,550.      MT  (+/- 180 meters Scaled)
 DD1473
 DD1473                          SUPERSEDED SURVEY CONTROL
 DD1473
 DD1473  NGVD 29 (03/21/89)    4.892  (m)           16.05   (f) ADJUSTED    1 2
 DD1473
 DD1473.Superseded values are not recommended for survey control.
 DD1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1473.See file dsdata.txt to determine how the superseded data were derived.
 DD1473
 DD1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT779152(NAD 83)
 DD1473_MARKER: DJ = TIDAL STATION DISK
 DD1473_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD1473_SP_SET: GALVANIZED STEEL ROD
 DD1473_STAMPING: 1493 D 1981
 DD1473_MARK LOGO: NOS   
 DD1473_PROJECTION: FLUSH
 DD1473_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1473+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1473_ROD/PIPE-DEPTH: 14.6 meters
 DD1473
 DD1473  HISTORY     - Date     Condition        Report By
 DD1473  HISTORY     - 1981     MONUMENTED       NOS
 DD1473  HISTORY     - 1985     GOOD             SCGS
 DD1473  HISTORY     - 19920717 GOOD             NGS
 DD1473
 DD1473                          STATION DESCRIPTION
 DD1473
 DD1473'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1473'4.7 KM (2.9 MI) WSW FROM MURRELLS INLET.
 DD1473'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1473'2.3 KM (1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1473'OF STATE HIGHWAY 707 IN MURRELLS INLET, THENCE 3.7 KM (2.3 MI)
 DD1473'NORTHWESTERLY ALONG STATE ROAD 26 TO THE WACHESAW PLANTATION ENTRANCE,
 DD1473'SET IN THE SOUTHWEST ANGLE OF A GRAVEL DRIVE TO THE PLANTATION,
 DD1473'13.3 METERS (43.64 FT) NORTHWEST OF THE FIRST 20 INCH LIVE OAK TREE ON
 DD1473'THE EAST SIDE OF THE GRAVEL DRIVE, 4.5 METERS (14.76 FT) WEST
 DD1473'NORTHWEST OF THE CENTER OF THE GRAVEL DRIVE, 6.1 METERS (20.0 FT)
 DD1473'SOUTH SOUTHWEST OF THE CENTER OF THE STATE ROAD.
 DD1473'THE MARK IS 0.27 METERS  ESE FROM A WITNESS POST.
 DD1473
 DD1473                          STATION RECOVERY (1992)
 DD1473
 DD1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1473'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 DD1473'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.65 MI)
 DD1473'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 4.1 KM (2.55 MI)
 DD1473'NORTHWESTERLY ALONG STATE ROAD S 22 62 (WACHESAW ROAD), 13.1 M (43.0
 DD1473'FT) SOUTH-SOUTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 2 11,
 DD1473'9.4 M (30.8 FT) WEST-NORTHWEST OF THE EXTENDED CENTER OF THE ENTRANCE
 DD1473'TO A PARKING LOT OF THE WACCAWACHE MARINA, 8.4 M (27.6 FT) NORTH OF A
 DD1473'CHAIN-LINK FENCE, 6.1 M (20.0 FT) SOUTH-SOUTHWEST OF AND LEVEL WITH
 DD1473'THE ROAD CENTERLINE, 2.0 M (6.6 FT) EAST OF A RIGHT-OF-WAY MARKER,
 DD1473'AND 0.3 M (1.0 FT) EAST-SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK
 DD1473'IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.05 M (0.16 FT)
 DD1473'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1482 ***********************************************************************
 DD1482  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1482  DESIGNATION -  866 1529 F TIDAL
 DD1482  PID         -  DD1482
 DD1482  STATE/COUNTY-  SC/GEORGETOWN
 DD1482  USGS QUAD   -  BROOKGREEN (1973)
 DD1482
 DD1482                         *CURRENT SURVEY CONTROL
 DD1482  ___________________________________________________________________
 DD1482* NAD 83(1986)-  33 33 30.     (N)    079 01 54.     (W)     SCALED    
 DD1482* NAVD 88     -         2.469  (meters)       8.10   (feet)  ADJUSTED  
 DD1482  ___________________________________________________________________
 DD1482  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1482  DYNAMIC HT  -           2.467 (meters)       8.09  (feet)  COMP
 DD1482  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 DD1482
 DD1482  VERT ORDER  -  FIRST     CLASS II
 DD1482
 DD1482.The horizontal coordinates were scaled from a topographic map and have
 DD1482.an estimated accuracy of +/- 6 seconds.
 DD1482
 DD1482.The orthometric height was determined by differential leveling
 DD1482.and adjusted by the National Geodetic Survey in June 1991..
 DD1482
 DD1482.This Tidal Bench Mark is designated as VM 3784
 DD1482.by the Center for Operational Oceanographic Products and Services.
 DD1482
 DD1482.The geoid height was determined by GEOID03.
 DD1482
 DD1482.The dynamic height is computed by dividing the NAVD 88
 DD1482.geopotential number by the normal gravity value computed on the
 DD1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1482.degrees latitude (g = 980.6199 gals.).
 DD1482
 DD1482.The modeled gravity was interpolated from observed gravity values.
 DD1482
 DD1482;                    North         East    Units  Estimated Accuracy
 DD1482;SPC SC       -   193,040.      792,330.      MT  (+/- 180 meters Scaled)
 DD1482
 DD1482                          SUPERSEDED SURVEY CONTROL
 DD1482
 DD1482  NGVD 29 (05/09/91)    2.789  (m)            9.15   (f) ADJUSTED    1 2
 DD1482
 DD1482.Superseded values are not recommended for survey control.
 DD1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1482.See file dsdata.txt to determine how the superseded data were derived.
 DD1482
 DD1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT827149(NAD 83)
 DD1482_MARKER: DJ = TIDAL STATION DISK
 DD1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1482_SP_SET: STAINLESS STEEL ROD
 DD1482_STAMPING: 1529 F 1982
 DD1482_MARK LOGO: NOS   
 DD1482_PROJECTION: RECESSED 7 CENTIMETERS
 DD1482_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1482+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 DD1482_ROD/PIPE-DEPTH: 10.7 meters
 DD1482
 DD1482  HISTORY     - Date     Condition        Report By
 DD1482  HISTORY     - 1982     MONUMENTED       NOS
 DD1482  HISTORY     - 1985     GOOD             SCGS
 DD1482  HISTORY     - 19900427 GOOD             NGS
 DD1482  HISTORY     - 19940618 GOOD             USPSQD
 DD1482  HISTORY     - 19960415 GOOD             SCGS
 DD1482
 DD1482                          STATION DESCRIPTION
 DD1482
 DD1482'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1482'IN MURRELLS INLET.
 DD1482'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1482'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1482'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 1.0 KM (0.6 MI) SOUTHERLY
 DD1482'ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A POWER POLE WITH NO WIRES IN
 DD1482'THE WEST CORNER OF A GRAVEL PARKING LOT FOR THE ANCHOR INN,
 DD1482'24.2 METERS (79.4 FT) WEST SOUTHWEST OF A LONE 42 INCH LIVE OAK TREE
 DD1482'ON THE SOUTHWEST SIDE OF THE INN, 12.3 METERS (40.35 FT) EAST
 DD1482'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 27.3 METERS (89.57 FT)
 DD1482'NORTHEAST OF A POWER POLE NUMBER 39 WITH A STREET LIGHT, 2.8 METERS
 DD1482'(9.19 FT) WEST NORTHWEST OF A 26 INCH MYRTLE OAK TREE, 1.4 METERS
 DD1482'(4.59 FT) EAST SOUTHEAST OF THE POWER POLE 39A.
 DD1482'THE MARK IS 0.25 METERS  WNW FROM A WITNESS POST.
 DD1482
 DD1482                          STATION RECOVERY (1990)
 DD1482
 DD1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1482'0.9 KM (0.56 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS FROM
 DD1482'THE JUNCTION OF STATE HIGHWAY 707 IN MURRELLS INLET, 27.3 M (89.57
 DD1482'FT) NORTHEAST OF UTILITY POLE NUMBER 62377, 12.2 M (40.03 FT)
 DD1482'SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 7.0 M (22.97 FT)
 DD1482'SOUTHWEST OF UTILITY POLE NUMBER 70125, 0.3 M (0.98 FT) SOUTHEAST OF
 DD1482'A WOODEN FENCE, AND 0.2 M (0.66 FT) NORTH-NORTHWEST OF A WITNESS
 DD1482'POST.  NOTE--THE DISK IS CRIMPED TO A STAINLESS STEEL ROD ENCASED IN
 DD1482'A 4-INCH THAT IS FLUSH WITH THE GROUND SURFACE.
 DD1482
 DD1482                          STATION RECOVERY (1994)
 DD1482
 DD1482'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1482'RECOVERED IN GOOD CONDITION.
 DD1482
 DD1482                          STATION RECOVERY (1996)
 DD1482
 DD1482'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1482'STATION IS LOCATED 19.7 MILES (31.7 KM) NORTHEAST OF GEORGETOWN, 0.75
 DD1482'MILE (1.21 KM) NORTH NORTHEAST OF MURRELLS INLET.  OWNERSHIP--SCDOT,
 DD1482'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1482'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1482'17 BUSINESS AND STATE HIGHWAY 707 (SUNNYSIDE AVENUE), 1.6 MILES (2.6
 DD1482'KM) NORTHEAST OF MURRELLS INLET, GO SOUTH ON HIGHWAY 17 BUSINESS FOR
 DD1482'0.6 MILE (1.0 KM) TO THE STATION ON THE LEFT NEAR A 2.0-FOOT MYRTLE
 DD1482'OAK TREE ENCASED WITH CROSS TIES IN A PARKING LOT. STATION IS A DISK
 DD1482'ATTACHED TO A STAINLESS STEEL ROD FLUSH WITH THE GROUND AND LEVEL WITH
 DD1482'THE HIGHWAY, 52.0 FEET (15.8 M) SOUTHWEST OF THE EXTENDED CENTER OF
 DD1482'STATE ROAD 696 (CHANDLER AVENUE), 89.0 FEET (27.1 M) NORTHEAST OF THE
 DD1482'POWER POLE NUMBER 62377 WITH TWO SECURITY LIGHTS, 23.8 FEET (7.3 M)
 DD1482'SOUTHWEST OF A POWER POLE NUMBER 70125, 40.5 FEET (12.3 M) SOUTHEAST
 DD1482'OF THE CENTER OF THE HIGHWAY, 9.0 FEET (2.7 M) WEST NORTHWEST OF THE
 DD1482'2.0-FOOT MYRTLE OAK TREE, 0.5 FOOT (15.2 CM) NORTHWEST OF A WITNESS
 DD1482'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1483 ***********************************************************************
 DD1483  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1483  DESIGNATION -  866 1529 G TIDAL
 DD1483  PID         -  DD1483
 DD1483  STATE/COUNTY-  SC/GEORGETOWN
 DD1483  USGS QUAD   -  BROOKGREEN (1973)
 DD1483
 DD1483                         *CURRENT SURVEY CONTROL
 DD1483  ___________________________________________________________________
 DD1483* NAD 83(1986)-  33 33 35.     (N)    079 01 50.     (W)     SCALED    
 DD1483* NAVD 88     -         2.046  (meters)       6.71   (feet)  ADJUSTED  
 DD1483  ___________________________________________________________________
 DD1483  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1483  DYNAMIC HT  -           2.043 (meters)       6.70  (feet)  COMP
 DD1483  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DD1483
 DD1483  VERT ORDER  -  FIRST     CLASS II
 DD1483
 DD1483.The horizontal coordinates were scaled from a topographic map and have
 DD1483.an estimated accuracy of +/- 6 seconds.
 DD1483
 DD1483.The orthometric height was determined by differential leveling
 DD1483.and adjusted by the National Geodetic Survey in June 1991..
 DD1483
 DD1483.This Tidal Bench Mark is designated as VM 3785
 DD1483.by the Center for Operational Oceanographic Products and Services.
 DD1483
 DD1483.The geoid height was determined by GEOID03.
 DD1483
 DD1483.The dynamic height is computed by dividing the NAVD 88
 DD1483.geopotential number by the normal gravity value computed on the
 DD1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1483.degrees latitude (g = 980.6199 gals.).
 DD1483
 DD1483.The modeled gravity was interpolated from observed gravity values.
 DD1483
 DD1483;                    North         East    Units  Estimated Accuracy
 DD1483;SPC SC       -   193,190.      792,430.      MT  (+/- 180 meters Scaled)
 DD1483
 DD1483                          SUPERSEDED SURVEY CONTROL
 DD1483
 DD1483  NGVD 29 (05/09/91)    2.365  (m)            7.76   (f) ADJUSTED    1 2
 DD1483
 DD1483.Superseded values are not recommended for survey control.
 DD1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1483.See file dsdata.txt to determine how the superseded data were derived.
 DD1483
 DD1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT828150(NAD 83)
 DD1483_MARKER: DJ = TIDAL STATION DISK
 DD1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1483_SP_SET: STAINLESS STEEL ROD
 DD1483_STAMPING: 1529 G 1982
 DD1483_MARK LOGO: NOS   
 DD1483_PROJECTION: RECESSED 7 CENTIMETERS
 DD1483_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1483+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1996
 DD1483_ROD/PIPE-DEPTH: 7.92 meters
 DD1483
 DD1483  HISTORY     - Date     Condition        Report By
 DD1483  HISTORY     - 1982     MONUMENTED       NOS
 DD1483  HISTORY     - 1985     GOOD             SCGS
 DD1483  HISTORY     - 19900427 GOOD             NGS
 DD1483  HISTORY     - 19940618 GOOD             USPSQD
 DD1483  HISTORY     - 19960411 GOOD             SCGS
 DD1483
 DD1483                          STATION DESCRIPTION
 DD1483
 DD1483'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1483'IN MURRELLS INLET.
 DD1483'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1483'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1483'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 0.8 KM (0.5 MI) SOUTHERLY
 DD1483'ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A POWER POLE ACROSS THE
 DD1483'HIGHWAY FROM A BAR (LOCALS ONLY), 11.1 METERS (36.42 FT) NORTHWEST OF
 DD1483'A LONE 14 INCH PINE TREE, 17.6 METERS (57.74 FT) NORTH NORTHEAST OF
 DD1483'THE CENTER OF A SAND DRIVE LEADING EAST TO A TWO STORY HOUSE,
 DD1483'10.4 METERS (34.12 FT) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 DD1483'0.88 METER (2.89 FT) EAST SOUTHEAST OF THE POWER POLE 36-1/2 A.
 DD1483'THE MARK IS 0.20 METERS  SW FROM A WITNESS POST.
 DD1483
 DD1483                          STATION RECOVERY (1990)
 DD1483
 DD1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1483'0.7 KM (0.43 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS FROM
 DD1483'THE JUNCTION OF STATE HIGHWAY 707 IN MURRELLS INLET, 17.6 M (57.74
 DD1483'FT) NORTH-NORTHEAST OF THE CENTER OF A DRIVEWAY, 10.5 M (34.45 FT)
 DD1483'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.8 M (2.62 FT)
 DD1483'SOUTHEAST OF UTILITY POLE NUMBER 70131, 0.6 M (1.97 FT) BELOW THE
 DD1483'LEVEL OF THE HIGHWAY, AND 0.2 M (0.66 FT) SOUTH-SOUTHWEST OF A
 DD1483'WITNESS POST.  NOTE--THE DISK IS CRIMPED TO A STAINLESS STEEL ROD
 DD1483'ENCASED IN A 4-INCH PVC PIPE.
 DD1483
 DD1483                          STATION RECOVERY (1994)
 DD1483
 DD1483'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1483'RECOVERED IN GOOD CONDITION.
 DD1483
 DD1483                          STATION RECOVERY (1996)
 DD1483
 DD1483'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1483'STATION IS LOCATED 19.8 MILES (31.9 KM) NORTHEAST OF GEORGETOWN, 0.85
 DD1483'MILE (1.37 KM) NORTH NORTHEAST OF MURRELLS INLET.  OWNERSHIP--SCDOT,
 DD1483'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1483'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1483'17 BUSINESS AND STATE HIGHWAY 707 (SUNNYSIDE AVENUE), 1.6 MILES (2.6
 DD1483'KM) NORTHEAST OF MURRELLS INLET, GO SOUTH ON HIGHWAY 17 BUSINESS FOR
 DD1483'0.4 MILE (0.6 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE, 0.05
 DD1483'MILE (0.08 KM) NORTH OF THE JUNCTION OF HERMITAGE LANE.  STATION IS A
 DD1483'DISK ATTACHED TO A STAINLESS STEEL ROD FLUSH WITH THE GROUND AND 1.0
 DD1483'FOOT (0.3 M) BELOW THE HIGHWAY, 33.6 FEET (10.2 M) EAST SOUTHEAST OF
 DD1483'THE CENTER OF THE HIGHWAY, 2.8 FEET (0.9 M) EAST SOUTHEAST OF THE
 DD1483'POWER POLE 36 1/2 A WITH A TRANSFORMER, 54.5 FEET (16.6 M) NORTH
 DD1483'NORTHEAST OF THE CENTER OF HERMITAGE LANE, 41.5 FEET (12.6 M) NORTH
 DD1483'NORTHEAST OF THE NORTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH
 DD1483'HERITAGE LANE, 0.8 FOOT (24.4 CM) SOUTH SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1480 ***********************************************************************
 DD1480  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1480  DESIGNATION -  866 1529 TIDAL CA 3
 DD1480  PID         -  DD1480
 DD1480  STATE/COUNTY-  SC/GEORGETOWN
 DD1480  USGS QUAD   -  BROOKGREEN (1973)
 DD1480
 DD1480                         *CURRENT SURVEY CONTROL
 DD1480  ___________________________________________________________________
 DD1480* NAD 83(1986)-  33 33 26.     (N)    079 02 01.     (W)     SCALED    
 DD1480* NAVD 88     -         2.520  (meters)       8.27   (feet)  ADJUSTED  
 DD1480  ___________________________________________________________________
 DD1480  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1480  DYNAMIC HT  -           2.517 (meters)       8.26  (feet)  COMP
 DD1480  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 DD1480
 DD1480  VERT ORDER  -  FIRST     CLASS II
 DD1480
 DD1480.The horizontal coordinates were scaled from a topographic map and have
 DD1480.an estimated accuracy of +/- 6 seconds.
 DD1480
 DD1480.The orthometric height was determined by differential leveling
 DD1480.and adjusted by the National Geodetic Survey in June 1991..
 DD1480
 DD1480.This Tidal Bench Mark is designated as VM 3782
 DD1480.by the Center for Operational Oceanographic Products and Services.
 DD1480
 DD1480.The geoid height was determined by GEOID03.
 DD1480
 DD1480.The dynamic height is computed by dividing the NAVD 88
 DD1480.geopotential number by the normal gravity value computed on the
 DD1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1480.degrees latitude (g = 980.6199 gals.).
 DD1480
 DD1480.The modeled gravity was interpolated from observed gravity values.
 DD1480
 DD1480;                    North         East    Units  Estimated Accuracy
 DD1480;SPC SC       -   192,910.      792,150.      MT  (+/- 180 meters Scaled)
 DD1480
 DD1480                          SUPERSEDED SURVEY CONTROL
 DD1480
 DD1480  NGVD 29 (05/09/91)    2.839  (m)            9.31   (f) ADJUSTED    1 2
 DD1480
 DD1480.Superseded values are not recommended for survey control.
 DD1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1480.See file dsdata.txt to determine how the superseded data were derived.
 DD1480
 DD1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT825147(NAD 83)
 DD1480_MARKER: DJ = TIDAL STATION DISK
 DD1480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1480_SP_SET: COPPER-CLAD STEEL ROD
 DD1480_STAMPING: C.A. NO. 3 1975
 DD1480_MARK LOGO: NOS   
 DD1480_PROJECTION: RECESSED 3 CENTIMETERS
 DD1480_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1480+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 DD1480_ROD/PIPE-DEPTH: 12.2 meters
 DD1480
 DD1480  HISTORY     - Date     Condition        Report By
 DD1480  HISTORY     - 1975     MONUMENTED       NOS
 DD1480  HISTORY     - 1985     GOOD             SCGS
 DD1480  HISTORY     - 19900430 GOOD             NGS
 DD1480  HISTORY     - 19940618 GOOD             USPSQD
 DD1480  HISTORY     - 19960415 GOOD             SCGS
 DD1480
 DD1480                          STATION DESCRIPTION
 DD1480
 DD1480'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1480'IN MURRELLS INLET.
 DD1480'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1480'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1480'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 1.2 KM (0.75 MI)
 DD1480'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A POWER POLE AND A
 DD1480'CHAIN LINK FENCE CORNER IN THE NORTH ANGLE OF STATE ROAD 559,
 DD1480'10.5 METERS (34.45 FT) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY,
 DD1480'9.0 METERS (29.53 FT) EAST NORTHEAST OF THE CENTER OF THE STATE ROAD,
 DD1480'4.0 METERS (13.12 FT) EAST SOUTHEAST OF THE POWER POLE NUMBER 17683,
 DD1480'2.3 METERS (7.55 FT) EAST OF THE CORNER OF THE FENCE, 19.4 METERS
 DD1480'(63.65 FT) SOUTHWEST OF A TELEPHONE POLE AND STUB POLE 2R3402D583110.
 DD1480'THE MARK IS 1.00 METERS  SSE FROM A WITNESS POST.
 DD1480
 DD1480                          STATION RECOVERY (1990)
 DD1480
 DD1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1480'1.2 KM (0.75 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS FROM
 DD1480'THE JUNCTION OF STATE HIGHWAY 707 IN MURRELLS INLET, 19.7 M (64.63
 DD1480'FT) SOUTHWEST OF UTILITY POLE NUMBER 69707, 10.4 M (34.12 FT)
 DD1480'NORTH-NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 8.9 M
 DD1480'(29.20 FT) EAST-NORTHEAST OF THE CENTER OF ROAD S-22-559, 2.4 M (7.87
 DD1480'FT) EAST OF A FENCE CORNER, AND 1.0 M (3.28 FT) SOUTH-SOUTHEAST OF A
 DD1480'WITNESS POST AND CHAIN-LINK FENCE.  NOTE--THE DISK IS CRIMPED TO A
 DD1480'COPPER-COATED STEEL ROD ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH
 DD1480'WITH THE GROUND SURFACE.
 DD1480
 DD1480                          STATION RECOVERY (1994)
 DD1480
 DD1480'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1480'RECOVERED IN GOOD CONDITION.
 DD1480
 DD1480                          STATION RECOVERY (1996)
 DD1480
 DD1480'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1480'STATION IS LOCATED 19.25 MILES (30.98 KM) NORTHEAST OF GEORGETOWN, 0.6
 DD1480'MILE (1.0 KM) NORTH NORTHEAST OF MURRELLS INLET.  OWNERSHIP--SCDOT,
 DD1480'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1480'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1480'17 BUSINESS AND STATE HIGHWAY 707 (SUNNYSIDE AVENUE), 1.5 MILES (2.4
 DD1480'KM) NORTH NORTHEAST OF MURRELLS INLET, GO SOUTH ON HIGHWAY 17 BUSINESS
 DD1480'FOR 0.75 MILE (1.21 KM) TO THE STATION NEAR A POWER POLE NEAR A FENCE
 DD1480'LINE IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 559 (MACKLEN
 DD1480'AVENUE).  STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD FLUSH
 DD1480'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 34.0 FEET (10.4 M) NORTH
 DD1480'NORTHWEST OF THE CENTER OF THE HIGHWAY, 28.5 FEET (8.7 M) EAST
 DD1480'NORTHEAST OF THE CENTER OF THE ROAD, 15.6 FEET (4.8 M) EAST OF THE
 DD1480'POWER POLE NUMBER 17683 WITH TWO GUY WIRES, 3.8 FEET (1.2 M) SOUTH
 DD1480'SOUTHEAST OF THE FENCE LINE, 2.8 FEET (0.9 M) SOUTH SOUTHEAST OF A
 DD1480'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1479 ***********************************************************************
 DD1479  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1479  DESIGNATION -  866 1529 TIDAL CA 4
 DD1479  PID         -  DD1479
 DD1479  STATE/COUNTY-  SC/GEORGETOWN
 DD1479  USGS QUAD   -  BROOKGREEN (1973)
 DD1479
 DD1479                         *CURRENT SURVEY CONTROL
 DD1479  ___________________________________________________________________
 DD1479* NAD 83(1986)-  33 33 20.     (N)    079 02 08.     (W)     SCALED    
 DD1479* NAVD 88     -         2.561  (meters)       8.40   (feet)  ADJUSTED  
 DD1479  ___________________________________________________________________
 DD1479  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1479  DYNAMIC HT  -           2.558 (meters)       8.39  (feet)  COMP
 DD1479  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 DD1479
 DD1479  VERT ORDER  -  FIRST     CLASS II
 DD1479
 DD1479.The horizontal coordinates were scaled from a topographic map and have
 DD1479.an estimated accuracy of +/- 6 seconds.
 DD1479
 DD1479.The orthometric height was determined by differential leveling
 DD1479.and adjusted by the National Geodetic Survey in June 1991..
 DD1479
 DD1479.This Tidal Bench Mark is designated as VM 3783
 DD1479.by the Center for Operational Oceanographic Products and Services.
 DD1479
 DD1479.The geoid height was determined by GEOID03.
 DD1479
 DD1479.The dynamic height is computed by dividing the NAVD 88
 DD1479.geopotential number by the normal gravity value computed on the
 DD1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1479.degrees latitude (g = 980.6199 gals.).
 DD1479
 DD1479.The modeled gravity was interpolated from observed gravity values.
 DD1479
 DD1479;                    North         East    Units  Estimated Accuracy
 DD1479;SPC SC       -   192,720.      791,980.      MT  (+/- 180 meters Scaled)
 DD1479
 DD1479                          SUPERSEDED SURVEY CONTROL
 DD1479
 DD1479  NGVD 29 (05/09/91)    2.879  (m)            9.45   (f) ADJUSTED    1 2
 DD1479
 DD1479.Superseded values are not recommended for survey control.
 DD1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1479.See file dsdata.txt to determine how the superseded data were derived.
 DD1479
 DD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT823146(NAD 83)
 DD1479_MARKER: DJ = TIDAL STATION DISK
 DD1479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1479_SP_SET: COPPER-CLAD STEEL ROD
 DD1479_STAMPING: C.A. NO. 4 1975
 DD1479_MARK LOGO: NOS   
 DD1479_PROJECTION: RECESSED 7 CENTIMETERS
 DD1479_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1479+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 DD1479_ROD/PIPE-DEPTH: 12.2 meters
 DD1479
 DD1479  HISTORY     - Date     Condition        Report By
 DD1479  HISTORY     - 1975     MONUMENTED       NOS
 DD1479  HISTORY     - 1985     GOOD             SCGS
 DD1479  HISTORY     - 19900427 GOOD             NGS
 DD1479  HISTORY     - 19940618 GOOD             USPSQD
 DD1479  HISTORY     - 19960415 GOOD             SCGS
 DD1479
 DD1479                          STATION DESCRIPTION
 DD1479
 DD1479'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1479'IN MURRELLS INLET.
 DD1479'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1479'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1479'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 1.4 KM (0.9 MI) SOUTHERLY
 DD1479'ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A POWER POLE IN THE NORTH
 DD1479'ANGLE OF STATE ROAD 188, 10.2 METERS (33.46 FT) NORTH NORTHWEST OF THE
 DD1479'CENTER OF THE HIGHWAY, 9.0 METERS (29.53 FT) EAST NORTHEAST OF THE
 DD1479'CENTER OF THE STATE ROAD, 24.5 METERS (80.38 FT) SOUTHWEST OF A LONE
 DD1479'22 INCH CEDAR TREE IN THE FRONT YARD OF THE BELIN METHODIST
 DD1479'EDUCATIONAL BUILDING, 4.4 METERS (14.44 FT) SOUTH OF THE POWER POLE
 DD1479'A-L1A, 3.8 METERS (12.47 FT) EAST SOUTHEAST OF A TELEPHONE JUNCTION
 DD1479'BOX NUMBER 211.
 DD1479'THE MARK IS 0.25 METERS  SE FROM A WITNESS POST.
 DD1479
 DD1479                          STATION RECOVERY (1990)
 DD1479
 DD1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1479'1.4 KM (0.87 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS FROM
 DD1479'THE JUNCTION OF STATE HIGHWAY 707 IN MURRELLS INLET, 10.2 M (33.46
 DD1479'FT) NORTH-NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 9.0 M
 DD1479'(29.53 FT) EAST-NORTHEAST OF THE CENTER OF ROAD 2-22-188, 4.5 M
 DD1479'(14.76 FT) SOUTH OF UTILITY POLE NUMBER 69653 WITH 2 GUY WIRES, 3.8 M
 DD1479'(12.47 FT) EAST-SOUTHEAST OF UTILITY PEDESTAL NUMBER 27 23, AND O.3 M
 DD1479'SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS CRIMPED TO A
 DD1479'COPPER-COATED STEEL ROD ENCASED IN A 4-INCH PVC PIPE.
 DD1479
 DD1479                          STATION RECOVERY (1994)
 DD1479
 DD1479'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1479'RECOVERED IN GOOD CONDITION.
 DD1479
 DD1479                          STATION RECOVERY (1996)
 DD1479
 DD1479'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1479'STATION IS LOCATED 18.9 MILES (30.4 KM) NORTHEAST OF GEORGETOWN, 0.45
 DD1479'MILE (0.72 KM) NORTH NORTHEAST OF MURRELLS INLET.  OWNERSHIP--SCDOT,
 DD1479'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1479'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1479'17 BUSINESS AND STATE HIGHWAY 707 (SUNNYSIDE AVENUE), 1.6 MILES (2.6
 DD1479'KM) NORTHEAST OF MURRELLS INLET, GO SOUTH ON HIGHWAY 17 BUSINESS FOR
 DD1479'0.85 MILE (1.37 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE IN
 DD1479'THE YARD OF THE BELIN METHODIST EDUCATIONAL BUILDING. STATION IS A
 DD1479'DISK ATTACHED TO A STAINLESS STEEL ROD FLUSH WITH THE GROUND AND LEVEL
 DD1479'WITH THE HIGHWAY, 29.5 FEET (9.0 M) EAST NORTHEAST OF THE CENTER OF
 DD1479'ROAD 188 (BELIN), 33.5 FEET (10.2 M) NORTHWEST OF THE CENTER OF THE
 DD1479'HIGHWAY, 13.5 FEET (4.1 M) SOUTH OF A POWER POLE NUMBER 69653 WITH TWO
 DD1479'GUY WIRES, 41.0 FEET (12.5 M) SOUTHWEST OF THE CENTER OF THE DRIVEWAY
 DD1479'TO BELIN UNITED METHODIST CHURCH PARISH HALL EDUCATION CENTER, 0.8
 DD1479'FOOT (24.4 CM) EAST SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2258 ***********************************************************************
 DD2258  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2258  DESIGNATION -  866 1558 D TIDAL
 DD2258  PID         -  DD2258
 DD2258  STATE/COUNTY-  SC/GEORGETOWN
 DD2258  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2258
 DD2258                         *CURRENT SURVEY CONTROL
 DD2258  ___________________________________________________________________
 DD2258* NAD 83(1986)-  33 33 08.     (N)    079 10 35.     (W)     SCALED    
 DD2258* NAVD 88     -         1.278  (meters)       4.19   (feet)  ADJUSTED  
 DD2258  ___________________________________________________________________
 DD2258  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DD2258  DYNAMIC HT  -           1.276 (meters)       4.19  (feet)  COMP
 DD2258  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 DD2258
 DD2258  VERT ORDER  -  FIRST     CLASS II
 DD2258
 DD2258.The horizontal coordinates were scaled from a topographic map and have
 DD2258.an estimated accuracy of +/- 6 seconds.
 DD2258
 DD2258.The orthometric height was determined by differential leveling
 DD2258.and adjusted by the National Geodetic Survey in June 1991..
 DD2258
 DD2258.This Tidal Bench Mark is designated as VM 3790
 DD2258.by the Center for Operational Oceanographic Products and Services.
 DD2258
 DD2258.The geoid height was determined by GEOID03.
 DD2258
 DD2258.The dynamic height is computed by dividing the NAVD 88
 DD2258.geopotential number by the normal gravity value computed on the
 DD2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2258.degrees latitude (g = 980.6199 gals.).
 DD2258
 DD2258.The modeled gravity was interpolated from observed gravity values.
 DD2258
 DD2258;                    North         East    Units  Estimated Accuracy
 DD2258;SPC SC       -   192,110.      778,910.      MT  (+/- 180 meters Scaled)
 DD2258
 DD2258                          SUPERSEDED SURVEY CONTROL
 DD2258
 DD2258  NGVD 29 (03/21/89)    1.584  (m)            5.20   (f) ADJUSTED    1 2
 DD2258
 DD2258.Superseded values are not recommended for survey control.
 DD2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2258.See file dsdata.txt to determine how the superseded data were derived.
 DD2258
 DD2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT692139(NAD 83)
 DD2258_MARKER: DJ = TIDAL STATION DISK
 DD2258_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2258_SP_SET: STAINLESS STEEL ROD
 DD2258_STAMPING: 1558 D 1981
 DD2258_MARK LOGO: NOS   
 DD2258_PROJECTION: FLUSH
 DD2258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2258_ROD/PIPE-DEPTH: 12.2 meters
 DD2258
 DD2258  HISTORY     - Date     Condition        Report By
 DD2258  HISTORY     - 1981     MONUMENTED       NOS
 DD2258  HISTORY     - 1987     GOOD             SCGS
 DD2258
 DD2258                          STATION DESCRIPTION
 DD2258
 DD2258'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2258'22.2 KM (13.8 MI) NNE FROM GEORGETOWN.
 DD2258'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2258'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2258'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2258'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2258'STATE ROAD 52, THENCE 13.05 KM (8.1 MI) NORTHEAST AND NORTHERLY ALONG
 DD2258'ROAD 52 TO THE JUNCTION OF STATE ROAD 264, THENCE 1.05 KM (0.65 MI)
 DD2258'NORTHERLY ALONG ROAD 264 TO THE ENTRANCE OF THE GLENMORE PLANTATION,
 DD2258'THENCE 1.2 KM (0.75 MI) EAST-SOUTHEAST ALONG THE ENTRANCE ROAD TO A
 DD2258'TWO-STORY WOODEN HOUSE, SET NEAR THE EDGE OF A BOAT LAUNCH RAMP TO
 DD2258'THE PEE DEE RIVER AND IN FRONT OF THE HOUSE, 37.68 METERS (123.6 FT)
 DD2258'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 47.84 METERS (157.0 FT)
 DD2258'SOUTHEAST OF TRIANGULATION STATION REIVE 1934 1981, 11.1 METERS (36.4
 DD2258'FT) EAST-SOUTHEAST OF A 42-INCH LIVE OAK TREE, 0.57 METER (1.87 FT)
 DD2258'NORTHEAST OF A 4-INCH FRUIT TREE.
 DD2258'THE MARK IS 0.72 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2254 ***********************************************************************
 DD2254  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2254  DESIGNATION -  866 1558 E TIDAL
 DD2254  PID         -  DD2254
 DD2254  STATE/COUNTY-  SC/GEORGETOWN
 DD2254  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2254
 DD2254                         *CURRENT SURVEY CONTROL
 DD2254  ___________________________________________________________________
 DD2254* NAD 83(1986)-  33 33 08.     (N)    079 10 38.     (W)     SCALED    
 DD2254* NAVD 88     -         1.754  (meters)       5.75   (feet)  ADJUSTED  
 DD2254  ___________________________________________________________________
 DD2254  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DD2254  DYNAMIC HT  -           1.753 (meters)       5.75  (feet)  COMP
 DD2254  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 DD2254
 DD2254  VERT ORDER  -  FIRST     CLASS II
 DD2254
 DD2254.The horizontal coordinates were scaled from a topographic map and have
 DD2254.an estimated accuracy of +/- 6 seconds.
 DD2254
 DD2254.The orthometric height was determined by differential leveling
 DD2254.and adjusted by the National Geodetic Survey in June 1991..
 DD2254
 DD2254.This Tidal Bench Mark is designated as VM 3791
 DD2254.by the Center for Operational Oceanographic Products and Services.
 DD2254
 DD2254.The geoid height was determined by GEOID03.
 DD2254
 DD2254.The dynamic height is computed by dividing the NAVD 88
 DD2254.geopotential number by the normal gravity value computed on the
 DD2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2254.degrees latitude (g = 980.6199 gals.).
 DD2254
 DD2254.The modeled gravity was interpolated from observed gravity values.
 DD2254
 DD2254;                    North         East    Units  Estimated Accuracy
 DD2254;SPC SC       -   192,110.      778,830.      MT  (+/- 180 meters Scaled)
 DD2254
 DD2254                          SUPERSEDED SURVEY CONTROL
 DD2254
 DD2254  NGVD 29 (03/21/89)    2.061  (m)            6.76   (f) ADJUSTED    1 2
 DD2254
 DD2254.Superseded values are not recommended for survey control.
 DD2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2254.See file dsdata.txt to determine how the superseded data were derived.
 DD2254
 DD2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT692139(NAD 83)
 DD2254_MARKER: DJ = TIDAL STATION DISK
 DD2254_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2254_SP_SET: STAINLESS STEEL ROD
 DD2254_STAMPING: 1558 E 1981
 DD2254_MARK LOGO: NOS   
 DD2254_PROJECTION: FLUSH
 DD2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2254_ROD/PIPE-DEPTH: 12.5 meters
 DD2254
 DD2254  HISTORY     - Date     Condition        Report By
 DD2254  HISTORY     - 1981     MONUMENTED       NOS
 DD2254  HISTORY     - 1987     GOOD             SCGS
 DD2254
 DD2254                          STATION DESCRIPTION
 DD2254
 DD2254'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2254'22.2 KM (13.8 MI) NNE FROM GEORGETOWN.
 DD2254'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2254'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2254'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2254'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2254'STATE ROAD 52, THENCE 13.05 KM (8.1 MI) NORTHEAST AND NORTHERLY ALONG
 DD2254'ROAD 52 TO THE JUNCTION OF STATE ROAD 264, THENCE 1.05 KM (0.65 MI)
 DD2254'NORTHERLY ALONG ROAD 264 TO THE ENTRANCE OF THE GLENMORE PLANTATION,
 DD2254'THENCE 1.15 KM (0.7 MI) EAST-SOUTHEAST ALONG THE ENTRANCE ROAD, SET
 DD2254'NEAR A 40-INCH LIVE OAK TREE IN A ROW OF THREE ALONG THE EDGE OF THE
 DD2254'ROAD, 7.5 METERS (24.6 FT) WEST-SOUTHWEST OF THE OAK TREE, 8.35
 DD2254'METERS (27.4 FT) SOUTH OF THE CENTER OF THE ROAD, 21.6 METERS (70.9
 DD2254'FT) SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A GUY
 DD2254'WIRE, 59.25 METERS (194.4 FT) WEST OF THE SOUTHWEST CORNER OF THE A
 DD2254'TWO-STORY WOODEN HOUSE, 19.2 METERS (63.0 FT) EAST-SOUTHEAST OF THE
 DD2254'SOUTH END OF A 10-INCH ALUMINUM PIPE CULVERT, 68.26 METERS (224.0 FT)
 DD2254'WEST-SOUTHWEST OF TRIANGULATION STATION REIVE 1934 1981.
 DD2254'THE MARK IS 0.7 METERS  NNW FROM  A WITNESS POST
 DD2254'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2253 ***********************************************************************
 DD2253  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2253  DESIGNATION -  866 1558 F TIDAL
 DD2253  PID         -  DD2253
 DD2253  STATE/COUNTY-  SC/GEORGETOWN
 DD2253  USGS QUAD   -  PLANTERSVILLE (1973)
 DD2253
 DD2253                         *CURRENT SURVEY CONTROL
 DD2253  ___________________________________________________________________
 DD2253* NAD 83(1986)-  33 33 10.     (N)    079 10 44.     (W)     SCALED    
 DD2253* NAVD 88     -         4.126  (meters)      13.54   (feet)  ADJUSTED  
 DD2253  ___________________________________________________________________
 DD2253  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DD2253  DYNAMIC HT  -           4.122 (meters)      13.52  (feet)  COMP
 DD2253  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 DD2253
 DD2253  VERT ORDER  -  FIRST     CLASS II
 DD2253
 DD2253.The horizontal coordinates were scaled from a topographic map and have
 DD2253.an estimated accuracy of +/- 6 seconds.
 DD2253
 DD2253.The orthometric height was determined by differential leveling
 DD2253.and adjusted by the National Geodetic Survey in June 1991..
 DD2253
 DD2253.This Tidal Bench Mark is designated as VM 3792
 DD2253.by the Center for Operational Oceanographic Products and Services.
 DD2253
 DD2253.The geoid height was determined by GEOID03.
 DD2253
 DD2253.The dynamic height is computed by dividing the NAVD 88
 DD2253.geopotential number by the normal gravity value computed on the
 DD2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2253.degrees latitude (g = 980.6199 gals.).
 DD2253
 DD2253.The modeled gravity was interpolated from observed gravity values.
 DD2253
 DD2253;                    North         East    Units  Estimated Accuracy
 DD2253;SPC SC       -   192,170.      778,680.      MT  (+/- 180 meters Scaled)
 DD2253
 DD2253                          SUPERSEDED SURVEY CONTROL
 DD2253
 DD2253  NGVD 29 (03/21/89)    4.433  (m)           14.54   (f) ADJUSTED    1 2
 DD2253
 DD2253.Superseded values are not recommended for survey control.
 DD2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2253.See file dsdata.txt to determine how the superseded data were derived.
 DD2253
 DD2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT690140(NAD 83)
 DD2253_MARKER: DJ = TIDAL STATION DISK
 DD2253_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2253_SP_SET: STAINLESS STEEL ROD
 DD2253_STAMPING: 1558 F 1981
 DD2253_MARK LOGO: NOS   
 DD2253_PROJECTION: FLUSH
 DD2253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2253_ROD/PIPE-DEPTH: 12.2 meters
 DD2253
 DD2253  HISTORY     - Date     Condition        Report By
 DD2253  HISTORY     - 1981     MONUMENTED       NOS
 DD2253  HISTORY     - 1987     GOOD             SCGS
 DD2253
 DD2253                          STATION DESCRIPTION
 DD2253
 DD2253'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2253'22.1 KM (13.75 MI) NNE FROM GEORGETOWN.
 DD2253'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2253'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2253'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2253'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2253'STATE ROAD 52, THENCE 13.05 KM (8.1 MI) NORTHEAST AND NORTHERLY ALONG
 DD2253'ROAD 52 TO THE JUNCTION OF STATE ROAD 264, THENCE 1.05 KM (0.65 MI)
 DD2253'NORTHERLY ALONG ROAD 264 TO THE ENTRANCE OF THE GLENMORE PLANTATION,
 DD2253'THENCE 0.95 KM (0.6 MI) EAST-SOUTHEAST ALONG THE ENTRANCE ROAD, SET
 DD2253'AT THE EDGE OF THE ROAD, 0.25 KM (0.15 MI) WEST-NORTHWEST OF A
 DD2253'TWO-STORY WOODEN HOUSE, 15.12 METERS (49.6 FT) SOUTH-SOUTHWEST OF A
 DD2253'POWER POLE, 3.48 METERS (11.4 FT) NORTH-NORTHEAST OF THE CENTER OF
 DD2253'THE ROAD, 48.2 METERS (158.1 FT) EAST-SOUTHEAST OF THE CENTER OF A
 DD2253'FIELD ROAD LEADING NORTH, 7.54 METERS (24.7 FT) NORTH-NORTHWEST OF A
 DD2253'25-INCH LIVE OAK TREE AT THE SOUTH EDGE OF THE ROAD AND IN THE CENTER
 DD2253'OF A TURNAROUND ROAD.
 DD2253'THE MARK IS 0.61 METERS  SSE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1478 ***********************************************************************
 DD1478  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1478  DESIGNATION -  866 1559 TIDAL SD 1
 DD1478  PID         -  DD1478
 DD1478  STATE/COUNTY-  SC/GEORGETOWN
 DD1478  USGS QUAD   -  BROOKGREEN (1973)
 DD1478
 DD1478                         *CURRENT SURVEY CONTROL
 DD1478  ___________________________________________________________________
 DD1478* NAD 83(1986)-  33 32 58.     (N)    079 02 26.     (W)     SCALED    
 DD1478* NAVD 88     -         1.819  (meters)       5.97   (feet)  ADJUSTED  
 DD1478  ___________________________________________________________________
 DD1478  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1478  DYNAMIC HT  -           1.817 (meters)       5.96  (feet)  COMP
 DD1478  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DD1478
 DD1478  VERT ORDER  -  FIRST     CLASS II
 DD1478
 DD1478.The horizontal coordinates were scaled from a topographic map and have
 DD1478.an estimated accuracy of +/- 6 seconds.
 DD1478
 DD1478.The orthometric height was determined by differential leveling
 DD1478.and adjusted by the National Geodetic Survey in June 1991..
 DD1478
 DD1478.This Tidal Bench Mark is designated as VM 3793
 DD1478.by the Center for Operational Oceanographic Products and Services.
 DD1478
 DD1478.The geoid height was determined by GEOID03.
 DD1478
 DD1478.The dynamic height is computed by dividing the NAVD 88
 DD1478.geopotential number by the normal gravity value computed on the
 DD1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1478.degrees latitude (g = 980.6199 gals.).
 DD1478
 DD1478.The modeled gravity was interpolated from observed gravity values.
 DD1478
 DD1478;                    North         East    Units  Estimated Accuracy
 DD1478;SPC SC       -   192,040.      791,530.      MT  (+/- 180 meters Scaled)
 DD1478
 DD1478                          SUPERSEDED SURVEY CONTROL
 DD1478
 DD1478  NGVD 29 (05/09/91)    2.137  (m)            7.01   (f) ADJUSTED    1 2
 DD1478
 DD1478.Superseded values are not recommended for survey control.
 DD1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1478.See file dsdata.txt to determine how the superseded data were derived.
 DD1478
 DD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT819139(NAD 83)
 DD1478_MARKER: DJ = TIDAL STATION DISK
 DD1478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1478_SP_SET: COPPER-CLAD STEEL ROD
 DD1478_STAMPING: S.D. NO. 1 1975
 DD1478_MARK LOGO: NOS   
 DD1478_PROJECTION: FLUSH
 DD1478_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1478+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1478_ROD/PIPE-DEPTH: 14.6 meters
 DD1478
 DD1478  HISTORY     - Date     Condition        Report By
 DD1478  HISTORY     - 1975     MONUMENTED       NOS
 DD1478  HISTORY     - 1986     GOOD             SCGS
 DD1478  HISTORY     - 19900427 GOOD             NGS
 DD1478  HISTORY     - 19920717 GOOD             NGS
 DD1478  HISTORY     - 19940618 GOOD             USPSQD
 DD1478
 DD1478                          STATION DESCRIPTION
 DD1478
 DD1478'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1478'IN MURRELLS INLET.
 DD1478'THE MARK IS ABOVE LEVEL WITH GROUND.
 DD1478'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1478'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.1 KM (1.3 MI) SOUTHERLY
 DD1478'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG
 DD1478'STATE ROAD 63 TO THE END OF THE PAVEMENT, CONTINUE 0.1 KM (0.05 MI)
 DD1478'SOUTHEAST ALONG A SAND ROAD, SET NEAR THE ENTRANCE TO A DOCK THAT IS
 DD1478'IN LINE WITH THE CENTER OF THE ROAD, 3.9 METERS (12.8 FT) SOUTH
 DD1478'SOUTHEAST OF THE CENTER OF A SAND ROAD, 6.0 METERS (19.69 FT)
 DD1478'SOUTHWEST OF THE EXTENDED CENTER OF THE SAND ROAD, 5.9 METERS
 DD1478'(19.36 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE DOCK,
 DD1478'18.9 METERS (62.01 FT) SOUTHEAST OF THE EAST CORNER OF THE MAIN
 DD1478'ADDITION TO A 0NE STORY RED BRICK HOUSE, 21.0 METERS (68.9 FT) SOUTH
 DD1478'SOUTHWEST OF THE SOUTH CORNER OF A TWO STORY WOOD HOUSE.
 DD1478'THE MARK IS 0.32 METERS  NNE FROM A WITNESS POST.
 DD1478
 DD1478                          STATION RECOVERY (1990)
 DD1478
 DD1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1478'RECOVERED IN GOOD CONDITION.
 DD1478
 DD1478                          STATION RECOVERY (1992)
 DD1478
 DD1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1478'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 DD1478'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.2 KM (1.35 MI)
 DD1478'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.2 KM (0.10 MI)
 DD1478'SOUTHEASTERLY ALONG VAUX HALL AVENUE, 21.0 M (68.9 FT)
 DD1478'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A HOUSE, 18.9 M (62.0 FT)
 DD1478'SOUTHEAST OF THE EAST CORNER OF A HOUSE, 6.0 M (19.7 FT) SOUTH OF THE
 DD1478'EXTENDED CENTER OF THE AVENUE, 3.9 M (12.8 FT) SOUTHEAST OF THE
 DD1478'CENTER OF DREEK DRIVE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE,
 DD1478'AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS
 DD1478'ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.3 M (1.0 FT) BELOW THE
 DD1478'GROUND SURFACE.
 DD1478
 DD1478                          STATION RECOVERY (1994)
 DD1478
 DD1478'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1477 ***********************************************************************
 DD1477  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1477  DESIGNATION -  866 1559 TIDAL SD 2
 DD1477  PID         -  DD1477
 DD1477  STATE/COUNTY-  SC/GEORGETOWN
 DD1477  USGS QUAD   -  BROOKGREEN (1973)
 DD1477
 DD1477                         *CURRENT SURVEY CONTROL
 DD1477  ___________________________________________________________________
 DD1477* NAD 83(1986)-  33 33 02.     (N)    079 02 38.     (W)     SCALED    
 DD1477* NAVD 88     -         2.280  (meters)       7.48   (feet)  ADJUSTED  
 DD1477  ___________________________________________________________________
 DD1477  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1477  DYNAMIC HT  -           2.278 (meters)       7.47  (feet)  COMP
 DD1477  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DD1477
 DD1477  VERT ORDER  -  FIRST     CLASS II
 DD1477
 DD1477.The horizontal coordinates were scaled from a topographic map and have
 DD1477.an estimated accuracy of +/- 6 seconds.
 DD1477
 DD1477.The orthometric height was determined by differential leveling
 DD1477.and adjusted by the National Geodetic Survey in June 1991..
 DD1477
 DD1477.This Tidal Bench Mark is designated as VM 3794
 DD1477.by the Center for Operational Oceanographic Products and Services.
 DD1477
 DD1477.The geoid height was determined by GEOID03.
 DD1477
 DD1477.The dynamic height is computed by dividing the NAVD 88
 DD1477.geopotential number by the normal gravity value computed on the
 DD1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1477.degrees latitude (g = 980.6199 gals.).
 DD1477
 DD1477.The modeled gravity was interpolated from observed gravity values.
 DD1477
 DD1477;                    North         East    Units  Estimated Accuracy
 DD1477;SPC SC       -   192,150.      791,210.      MT  (+/- 180 meters Scaled)
 DD1477
 DD1477                          SUPERSEDED SURVEY CONTROL
 DD1477
 DD1477  NGVD 29 (05/09/91)    2.598  (m)            8.52   (f) ADJUSTED    1 2
 DD1477
 DD1477.Superseded values are not recommended for survey control.
 DD1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1477.See file dsdata.txt to determine how the superseded data were derived.
 DD1477
 DD1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT816140(NAD 83)
 DD1477_MARKER: DJ = TIDAL STATION DISK
 DD1477_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1477_SP_SET: COPPER-CLAD STEEL ROD
 DD1477_STAMPING: S.D. NO. 2 1975
 DD1477_MARK LOGO: NOS   
 DD1477_PROJECTION: FLUSH
 DD1477_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1477+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1477_ROD/PIPE-DEPTH: 13.7 meters
 DD1477
 DD1477  HISTORY     - Date     Condition        Report By
 DD1477  HISTORY     - 1975     MONUMENTED       NOS
 DD1477  HISTORY     - 1986     GOOD             SCGS
 DD1477  HISTORY     - 19900430 GOOD             NGS
 DD1477  HISTORY     - 19920717 GOOD             NGS
 DD1477  HISTORY     - 19940618 GOOD             USPSQD
 DD1477
 DD1477                          STATION DESCRIPTION
 DD1477
 DD1477'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1477'IN MURRELLS INLET.
 DD1477'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1477'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1477'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.1 KM (1.3 MI) SOUTHERLY
 DD1477'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.1 KM (0.05 MI) SOUTHEAST
 DD1477'ALONG STATE ROAD 63, SET NEAR A POWER POLE, 1.25 METERS (4.1 FT)
 DD1477'SOUTHWEST OF THE POWER POLE A-H 1/2 A, 4.3 METERS (14.11 FT) NORTHEAST
 DD1477'OF THE CENTER OF THE STATE ROAD, 19.54 METERS (64.11 FT) WEST OF THE
 DD1477'WEST CORNER OF A DOUBLE WIDE PREFABRICATED HOUSE WITH WOOD SIDING,
 DD1477'30.63 METERS (100.49 FT) EAST SOUTHEAST OF THE EAST CORNER OF A LAWN
 DD1477'MOWER REPAIR SERVICE BUILDING (OLD POST OFFICE).
 DD1477'THE MARK IS 0.20 METERS  NW FROM A WITNESS POST.
 DD1477
 DD1477                          STATION RECOVERY (1990)
 DD1477
 DD1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1477'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS FROM
 DD1477'THE JUNCTION OF STATE HIGHWAY 707 IN MURRELLS INLET, THENCE 0.1 KM
 DD1477'(0.06 MI) SOUTHEAST ALONG STATE ROAD S-22-63, 19.7 M (64.63 FT) WEST
 DD1477'OF THE WEST CORNER OF A HOUSE, 4.6 M (15.09 FT) NORTHEAST OF THE
 DD1477'CENTER OF THE ROAD, 1.8 M (5.91 FT) WEST OF UTILITY POLE NUMBER 70020
 DD1477'WITH A GUY CABLE, AND 0.3 M (0.98 FT) SOUTHWEST OF A WITNESS POST.
 DD1477'NOTE--THE DISK IS CRIMPED TO A COPPER-COATED STEEL ROAD ENCASED IN A
 DD1477'4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 DD1477
 DD1477                          STATION RECOVERY (1992)
 DD1477
 DD1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1477'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 DD1477'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.2 KM (1.35 MI)
 DD1477'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.1 KM (0.05 MI)
 DD1477'SOUTHEASTERLY ALONG VAUX HALL AVENUE, 19.7 M (64.6 FT) WEST OF THE
 DD1477'WEST CORNER OF A HOUSE, 10.7 M (35.1 FT) NORTHEAST OF UNDERGROUND
 DD1477'CABLE JUNCTION BOX NUMBER 255591, 4.6 M (15.1 FT) NORTHEAST OF AND
 DD1477'LEVEL WITH THE CENTER OF THE AVENUE, 1.6 M (5.2 FT) WEST OF UTILITY
 DD1477'POLE NUMBER 70020, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST.
 DD1477'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.2 M
 DD1477'(0.7 FT) BELOW THE GROUND SURFACE.
 DD1477
 DD1477                          STATION RECOVERY (1994)
 DD1477
 DD1477'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1470 ***********************************************************************
 DD1470  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1470  DESIGNATION -  866 1559 TIDAL SD 4
 DD1470  PID         -  DD1470
 DD1470  STATE/COUNTY-  SC/GEORGETOWN
 DD1470  USGS QUAD   -  BROOKGREEN (1973)
 DD1470
 DD1470                         *CURRENT SURVEY CONTROL
 DD1470  ___________________________________________________________________
 DD1470* NAD 83(1986)-  33 33 04.     (N)    079 02 30.     (W)     SCALED    
 DD1470* NAVD 88     -         2.506  (meters)       8.22   (feet)  ADJUSTED  
 DD1470  ___________________________________________________________________
 DD1470  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1470  DYNAMIC HT  -           2.503 (meters)       8.21  (feet)  COMP
 DD1470  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 DD1470
 DD1470  VERT ORDER  -  FIRST     CLASS II
 DD1470
 DD1470.The horizontal coordinates were scaled from a topographic map and have
 DD1470.an estimated accuracy of +/- 6 seconds.
 DD1470
 DD1470.The orthometric height was determined by differential leveling
 DD1470.and adjusted by the National Geodetic Survey in June 1991..
 DD1470
 DD1470.This Tidal Bench Mark is designated as VM 3796
 DD1470.by the Center for Operational Oceanographic Products and Services.
 DD1470
 DD1470.The geoid height was determined by GEOID03.
 DD1470
 DD1470.The dynamic height is computed by dividing the NAVD 88
 DD1470.geopotential number by the normal gravity value computed on the
 DD1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1470.degrees latitude (g = 980.6199 gals.).
 DD1470
 DD1470.The modeled gravity was interpolated from observed gravity values.
 DD1470
 DD1470;                    North         East    Units  Estimated Accuracy
 DD1470;SPC SC       -   192,220.      791,420.      MT  (+/- 180 meters Scaled)
 DD1470
 DD1470                          SUPERSEDED SURVEY CONTROL
 DD1470
 DD1470  NGVD 29 (05/09/91)    2.824  (m)            9.27   (f) ADJUSTED    1 2
 DD1470
 DD1470.Superseded values are not recommended for survey control.
 DD1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1470.See file dsdata.txt to determine how the superseded data were derived.
 DD1470
 DD1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT818141(NAD 83)
 DD1470_MARKER: DJ = TIDAL STATION DISK
 DD1470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1470_SP_SET: COPPER-CLAD STEEL ROD
 DD1470_STAMPING: S.D. NO. 4 1975
 DD1470_MARK LOGO: NOS   
 DD1470_PROJECTION: FLUSH
 DD1470_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1470+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1470_ROD/PIPE-DEPTH: 14.0 meters
 DD1470
 DD1470  HISTORY     - Date     Condition        Report By
 DD1470  HISTORY     - 1975     MONUMENTED       NOS
 DD1470  HISTORY     - 1986     GOOD             SCGS
 DD1470  HISTORY     - 19900427 GOOD             NGS
 DD1470  HISTORY     - 19920717 GOOD             NGS
 DD1470  HISTORY     - 19940618 GOOD             USPSQD
 DD1470
 DD1470                          STATION DESCRIPTION
 DD1470
 DD1470'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1470'IN MURRELLS INLET.
 DD1470'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1470'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1470'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.1 KM (1.3 MI) SOUTHERLY
 DD1470'ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A POWER POLE IN THE NORTH
 DD1470'ANGLE OF STATE ROAD 63, 1.2 METERS (3.94 FT) SOUTHEAST OF THE POWER
 DD1470'POLE U1A, 8.3 METERS (27.23 FT) EAST NORTHEAST OF THE CENTER OF THE
 DD1470'STATE ROAD, 15.75 METERS (51.67 FT) SOUTHEAST OF THE CENTER OF THE
 DD1470'HIGHWAY, 2.4 METERS (7.87 FT) WEST SOUTHWEST OF A 21 INCH PINE TREE.
 DD1470'THE MARK IS 0.25 METERS  SSE FROM A WITNESS POST.
 DD1470
 DD1470                          STATION RECOVERY (1990)
 DD1470
 DD1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1470'RECOVERED IN GOOD CONDITION.
 DD1470
 DD1470                          STATION RECOVERY (1992)
 DD1470
 DD1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1470'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 DD1470'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.2 KM (1.35 MI)
 DD1470'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, 15.8 M (51.8 FT) NORTHWEST
 DD1470'OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT) NORTHEAST OF THE CENTER OF
 DD1470'VAUX HALL AVENUE, 2.2 M (7.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 DD1470'A SIGN (LEES INLET KITCHEN SEAFOOD), 1.1 M (3.6 FT) SOUTHEAST OF
 DD1470'UTILITY POLE NUMBER U1 A 69750, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DD1470'HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK
 DD1470'IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.07 M (0.23 FT)
 DD1470'BELOW THE GROUND SURFACE.
 DD1470
 DD1470                          STATION RECOVERY (1994)
 DD1470
 DD1470'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1509 ***********************************************************************
 DD1509  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1509  DESIGNATION -  866 1582 F TIDAL
 DD1509  PID         -  DD1509
 DD1509  STATE/COUNTY-  SC/GEORGETOWN
 DD1509  USGS QUAD   -  BROOKGREEN (1973)
 DD1509
 DD1509                         *CURRENT SURVEY CONTROL
 DD1509  ___________________________________________________________________
 DD1509* NAD 83(1986)-  33 32 38.     (N)    079 01 29.     (W)     SCALED    
 DD1509* NAVD 88     -         2.057  (meters)       6.75   (feet)  ADJUSTED  
 DD1509  ___________________________________________________________________
 DD1509  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD1509  DYNAMIC HT  -           2.055 (meters)       6.74  (feet)  COMP
 DD1509  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 DD1509
 DD1509  VERT ORDER  -  FIRST     CLASS II
 DD1509
 DD1509.The horizontal coordinates were scaled from a topographic map and have
 DD1509.an estimated accuracy of +/- 6 seconds.
 DD1509
 DD1509.The orthometric height was determined by differential leveling
 DD1509.and adjusted by the National Geodetic Survey in June 1991..
 DD1509
 DD1509.This Tidal Bench Mark is designated as VM 3827
 DD1509.by the Center for Operational Oceanographic Products and Services.
 DD1509
 DD1509.The geoid height was determined by GEOID03.
 DD1509
 DD1509.The dynamic height is computed by dividing the NAVD 88
 DD1509.geopotential number by the normal gravity value computed on the
 DD1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1509.degrees latitude (g = 980.6199 gals.).
 DD1509
 DD1509.The modeled gravity was interpolated from observed gravity values.
 DD1509
 DD1509;                    North         East    Units  Estimated Accuracy
 DD1509;SPC SC       -   191,450.      793,010.      MT  (+/- 180 meters Scaled)
 DD1509
 DD1509                          SUPERSEDED SURVEY CONTROL
 DD1509
 DD1509  NGVD 29 (05/09/91)    2.393  (m)            7.85   (f) ADJUSTED    1 2
 DD1509
 DD1509.Superseded values are not recommended for survey control.
 DD1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1509.See file dsdata.txt to determine how the superseded data were derived.
 DD1509
 DD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT833133(NAD 83)
 DD1509_MARKER: DJ = TIDAL STATION DISK
 DD1509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1509_SP_SET: STAINLESS STEEL ROD
 DD1509_STAMPING: 1582 F 1982
 DD1509_MARK LOGO: NOS   
 DD1509_PROJECTION: FLUSH
 DD1509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1509+STABILITY: POSITION/ELEVATION WELL
 DD1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1509+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1509_ROD/PIPE-DEPTH: 14.3 meters
 DD1509
 DD1509  HISTORY     - Date     Condition        Report By
 DD1509  HISTORY     - 1982     MONUMENTED       NOS
 DD1509  HISTORY     - 1985     GOOD             SCGS
 DD1509  HISTORY     - 19900430 GOOD             NGS
 DD1509
 DD1509                          STATION DESCRIPTION
 DD1509
 DD1509'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1509'IN GARDEN CITY BEACH.
 DD1509'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1509'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1509'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHWEST ALONG
 DD1509'STATE ROAD 51 (ATLANTIC AVENUE), THENCE 4.3 KM (2.7 MI) SOUTHWEST
 DD1509'ALONG WACCAMAW DRIVE SOUTH, THENCE 0.25 KM (0.15 MI) SOUTHWESTERLY
 DD1509'ALONG STATE ROAD 597, SET NEAR A POWER POLE IN THE SOUTH CORNER OF THE
 DD1509'YARD OF A TWO STORY WOOD HOUSE NUMBER 82 (MARIBEL Y. MAC RESIDENCE),
 DD1509'16.62 METERS (54.53 FT) EAST OF THE EAST CORNER OF A TWO STORY WOOD
 DD1509'AND RED BRICK HOUSE, 16.15 METERS (52.99 FT) SOUTH SOUTHEAST OF THE
 DD1509'SOUTH CORNER OF THE TWO STORY HOUSE, 5.8 METERS (19.03 FT) NORTHWEST
 DD1509'OF THE CENTER OF THE STATE ROAD, 0.82 METER (2.69 FT) NORTHEAST OF THE
 DD1509'POWER POLE BC5B.
 DD1509'THE MARK IS 0.27 METERS  SE FROM A WITNESS POST.
 DD1509'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1509
 DD1509                          STATION RECOVERY (1990)
 DD1509
 DD1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1504 ***********************************************************************
 DD1504  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1504  DESIGNATION -  866 1582 G TIDAL
 DD1504  PID         -  DD1504
 DD1504  STATE/COUNTY-  SC/GEORGETOWN
 DD1504  USGS QUAD   -  BROOKGREEN (1973)
 DD1504
 DD1504                         *CURRENT SURVEY CONTROL
 DD1504  ___________________________________________________________________
 DD1504* NAD 83(1986)-  33 32 40.     (N)    079 01 22.     (W)     SCALED    
 DD1504* NAVD 88     -         1.978  (meters)       6.49   (feet)  ADJUSTED  
 DD1504  ___________________________________________________________________
 DD1504  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD1504  DYNAMIC HT  -           1.976 (meters)       6.48  (feet)  COMP
 DD1504  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 DD1504
 DD1504  VERT ORDER  -  FIRST     CLASS II
 DD1504
 DD1504.The horizontal coordinates were scaled from a topographic map and have
 DD1504.an estimated accuracy of +/- 6 seconds.
 DD1504
 DD1504.The orthometric height was determined by differential leveling
 DD1504.and adjusted by the National Geodetic Survey in June 1991..
 DD1504
 DD1504.This Tidal Bench Mark is designated as VM 3828
 DD1504.by the Center for Operational Oceanographic Products and Services.
 DD1504
 DD1504.The geoid height was determined by GEOID03.
 DD1504
 DD1504.The dynamic height is computed by dividing the NAVD 88
 DD1504.geopotential number by the normal gravity value computed on the
 DD1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1504.degrees latitude (g = 980.6199 gals.).
 DD1504
 DD1504.The modeled gravity was interpolated from observed gravity values.
 DD1504
 DD1504;                    North         East    Units  Estimated Accuracy
 DD1504;SPC SC       -   191,510.      793,190.      MT  (+/- 180 meters Scaled)
 DD1504
 DD1504                          SUPERSEDED SURVEY CONTROL
 DD1504
 DD1504  NGVD 29 (05/09/91)    2.313  (m)            7.59   (f) ADJUSTED    1 2
 DD1504
 DD1504.Superseded values are not recommended for survey control.
 DD1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1504.See file dsdata.txt to determine how the superseded data were derived.
 DD1504
 DD1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT835133(NAD 83)
 DD1504_MARKER: DJ = TIDAL STATION DISK
 DD1504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1504_SP_SET: STAINLESS STEEL ROD
 DD1504_STAMPING: 1582 G 1982
 DD1504_MARK LOGO: NOS   
 DD1504_PROJECTION: FLUSH
 DD1504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1504+STABILITY: POSITION/ELEVATION WELL
 DD1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1504+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1504_ROD/PIPE-DEPTH: 14.3 meters
 DD1504
 DD1504  HISTORY     - Date     Condition        Report By
 DD1504  HISTORY     - 1982     MONUMENTED       NOS
 DD1504  HISTORY     - 1985     GOOD             SCGS
 DD1504  HISTORY     - 19900430 GOOD             NGS
 DD1504
 DD1504                          STATION DESCRIPTION
 DD1504
 DD1504'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1504'IN GARDEN CITY BEACH.
 DD1504'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1504'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1504'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1504'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 DD1504'STATE ROAD 51 (ATLANTIC AVENUE), THENCE 4.3 KM (2.7 MI) SOUTHWEST
 DD1504'ALONG WACCAMAW DRIVE SOUTH, THENCE 0.1 KM (0.05 MI) SOUTHWESTERLY
 DD1504'ALONG STATE ROAD 597, SET NEAR A POWER POLE IN THE NORTHEAST ANGLE OF
 DD1504'STATE ROAD 601, 0.62 METER (2.03 FT) NORTHWEST OF THE POWER POLE BC1B,
 DD1504'6.4 METERS (21.0 FT) EAST SOUTHEAST OF THE CENTER OF STATE ROAD 601,
 DD1504'8.05 METERS (26.41 FT) NORTH NORTHEAST OF THE CENTER OF STATE ROAD
 DD1504'597, 27.3 METERS (89.57 FT) SOUTHWEST OF THE NORTHWEST PYLON OF A
 DD1504'THREE STORY WOOD HOUSE.
 DD1504'THE MARK IS 0.27 METERS  SSW FROM A WITNESS POST.
 DD1504
 DD1504                          STATION RECOVERY (1990)
 DD1504
 DD1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1504'4.5 KM (2.80 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1504'HIGHWAY) FROM THE POST OFFICE IN SURFSIDE BEACH, THENCE 1.6 KM (0.99
 DD1504'MI) SOUTHEASTERLY ALONG ATLANTIC AVENUE, THENCE 4.2 KM (2.61 MI)
 DD1504'SOUTHWESTERLY ALONG WACCAMAW DRIVE, THENCE 0.1 KM (0.06 MI) WESTERLY
 DD1504'ALONG POMPANO DRIVE, 23.1 M (75.79 FT) WEST OF THE WEST CORNER OF A
 DD1504'HOUSE, 8.3 M (27.23 FT) NORTH-NORTHEAST OF THE CENTER OF THE DRIVE,
 DD1504'6.4 M (21.00 FT) EAST OF THE CENTER OF DOLPHIN STREET, 0.8 M (2.62
 DD1504'FT) NORTHWEST OF UTILITY POLE NUMBER 21274 WITH A GUY CABLE, AND 0.3
 DD1504'M (0.98 FT) SOUTH-SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK IS
 DD1504'CRIMPED TO A STAINLESS STEEL ROD ENCASED IN A 4-INCH PVC PIPE THAT IS
 DD1504'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1512 ***********************************************************************
 DD1512  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1512  DESIGNATION -  866 1582 TIDAL DD 3
 DD1512  PID         -  DD1512
 DD1512  STATE/COUNTY-  SC/GEORGETOWN
 DD1512  USGS QUAD   -  BROOKGREEN (1973)
 DD1512
 DD1512                         *CURRENT SURVEY CONTROL
 DD1512  ___________________________________________________________________
 DD1512* NAD 83(1986)-  33 32 25.     (N)    079 01 39.     (W)     SCALED    
 DD1512* NAVD 88     -         1.717  (meters)       5.63   (feet)  ADJUSTED  
 DD1512  ___________________________________________________________________
 DD1512  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD1512  DYNAMIC HT  -           1.715 (meters)       5.63  (feet)  COMP
 DD1512  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 DD1512
 DD1512  VERT ORDER  -  FIRST     CLASS II
 DD1512
 DD1512.The horizontal coordinates were scaled from a topographic map and have
 DD1512.an estimated accuracy of +/- 6 seconds.
 DD1512
 DD1512.The orthometric height was determined by differential leveling
 DD1512.and adjusted by the National Geodetic Survey in June 1991..
 DD1512
 DD1512.This Tidal Bench Mark is designated as VM 3824
 DD1512.by the Center for Operational Oceanographic Products and Services.
 DD1512
 DD1512.The geoid height was determined by GEOID03.
 DD1512
 DD1512.The dynamic height is computed by dividing the NAVD 88
 DD1512.geopotential number by the normal gravity value computed on the
 DD1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1512.degrees latitude (g = 980.6199 gals.).
 DD1512
 DD1512.The modeled gravity was interpolated from observed gravity values.
 DD1512
 DD1512;                    North         East    Units  Estimated Accuracy
 DD1512;SPC SC       -   191,040.      792,760.      MT  (+/- 180 meters Scaled)
 DD1512
 DD1512                          SUPERSEDED SURVEY CONTROL
 DD1512
 DD1512  NGVD 29 (05/09/91)    2.055  (m)            6.74   (f) ADJUSTED    1 2
 DD1512
 DD1512.Superseded values are not recommended for survey control.
 DD1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1512.See file dsdata.txt to determine how the superseded data were derived.
 DD1512
 DD1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT831129(NAD 83)
 DD1512_MARKER: DJ = TIDAL STATION DISK
 DD1512_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1512_SP_SET: COPPER-CLAD STEEL ROD
 DD1512_STAMPING: D.D. NO. 3 1975
 DD1512_MARK LOGO: NOS   
 DD1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1512+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1512
 DD1512  HISTORY     - Date     Condition        Report By
 DD1512  HISTORY     - 1975     MONUMENTED       NOS
 DD1512  HISTORY     - 1985     GOOD             SCGS
 DD1512  HISTORY     - 19900430 GOOD             NGS
 DD1512
 DD1512                          STATION DESCRIPTION
 DD1512
 DD1512'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1512'IN GARDEN CITY BEACH.
 DD1512'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1512'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1512'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1512'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 DD1512'STATE ROAD 51 (ATLANTIC AVENUE), THENCE 4.3 KM (2.7 MI) SOUTHWEST
 DD1512'ALONG WACCAMAW DRIVE SOUTH, THENCE 0.6 KM (0.4 MI) SOUTHWESTERLY ALONG
 DD1512'STATE ROAD 597, SET NEAR A POWER POLE AT THE NORTHWEST CORNER OF A
 DD1512'CHAIN LINK FENCE THAT SURROUNDS A TWO STORY WOOD HOUSE, 20.25 METERS
 DD1512'(66.44 FT) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 DD1512'21.75 METERS (71.36 FT) WEST SOUTHWEST OF THE WEST CORNER OF A LARGE
 DD1512'TWO STORY HOUSE WITH A SEPARATED GARAGE, 4.0 METERS (13.12 FT) SOUTH
 DD1512'SOUTHWEST OF A LONE TWIN TRUNK CEDAR TREE, 7.05 METERS (23.13 FT) EAST
 DD1512'SOUTHEAST OF THE CENTER OF THE STATE ROAD, 0.65 METER (2.13 FT) NORTH
 DD1512'NORTHEAST OF THE POWER POLE NUMBER 57744, ADD-ROD DEPTH UNKNOWN,
 DD1512'REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1512'THE MARK IS 0.55 METERS  SSE FROM A WITNESS POST.
 DD1512
 DD1512                          STATION RECOVERY (1990)
 DD1512
 DD1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1512'4.5 KM (2.80 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1512'HIGHWAY) FROM THE POST OFFICE IN SURFSIDE BEACH, THENCE 1.6 KM (0.99
 DD1512'MI) SOUTHEASTERLY ALONG ATLANTIC AVENUE, THENCE 4.2 KM (2.61 MI)
 DD1512'SOUTHWESTERLY ALONG WACCAMAW DRIVE, THENCE 0.7 KM (0.43 MI) EASTERLY
 DD1512'ALONG POMPANO DRIVE, 7.0 M (22.97 FT) EAST OF AND LEVEL WITH THE
 DD1512'CENTER OF THE DRIVE, 0.8 M (2.62 FT) NORTH-NORTHWEST OF A CHAIN-LINK
 DD1512'FENCE CORNER, 0.6 M (1.97 FT) NORTH OF UTILITY POLE NUMBER 57744, AND
 DD1512'0.5 M (1.64 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS CRIMPED
 DD1512'TO A COPPER-COATED STEEL ROD ENCASED IN A 4-INCH PVC PIPE THAT IS
 DD1512'FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.  REPORTED
 DD1512'DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1511 ***********************************************************************
 DD1511  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1511  DESIGNATION -  866 1582 TIDAL DD 4
 DD1511  PID         -  DD1511
 DD1511  STATE/COUNTY-  SC/GEORGETOWN
 DD1511  USGS QUAD   -  BROOKGREEN (1973)
 DD1511
 DD1511                         *CURRENT SURVEY CONTROL
 DD1511  ___________________________________________________________________
 DD1511* NAD 83(1986)-  33 32 28.     (N)    079 01 35.     (W)     SCALED    
 DD1511* NAVD 88     -         2.061  (meters)       6.76   (feet)  ADJUSTED  
 DD1511  ___________________________________________________________________
 DD1511  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD1511  DYNAMIC HT  -           2.059 (meters)       6.76  (feet)  COMP
 DD1511  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DD1511
 DD1511  VERT ORDER  -  FIRST     CLASS II
 DD1511
 DD1511.The horizontal coordinates were scaled from a topographic map and have
 DD1511.an estimated accuracy of +/- 6 seconds.
 DD1511
 DD1511.The orthometric height was determined by differential leveling
 DD1511.and adjusted by the National Geodetic Survey in June 1991..
 DD1511
 DD1511.This Tidal Bench Mark is designated as VM 3825
 DD1511.by the Center for Operational Oceanographic Products and Services.
 DD1511
 DD1511.The geoid height was determined by GEOID03.
 DD1511
 DD1511.The dynamic height is computed by dividing the NAVD 88
 DD1511.geopotential number by the normal gravity value computed on the
 DD1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1511.degrees latitude (g = 980.6199 gals.).
 DD1511
 DD1511.The modeled gravity was interpolated from observed gravity values.
 DD1511
 DD1511;                    North         East    Units  Estimated Accuracy
 DD1511;SPC SC       -   191,140.      792,860.      MT  (+/- 180 meters Scaled)
 DD1511
 DD1511                          SUPERSEDED SURVEY CONTROL
 DD1511
 DD1511  NGVD 29 (05/09/91)    2.399  (m)            7.87   (f) ADJUSTED    1 2
 DD1511
 DD1511.Superseded values are not recommended for survey control.
 DD1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1511.See file dsdata.txt to determine how the superseded data were derived.
 DD1511
 DD1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT832130(NAD 83)
 DD1511_MARKER: DJ = TIDAL STATION DISK
 DD1511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1511_SP_SET: COPPER-CLAD STEEL ROD
 DD1511_STAMPING: D.D. NO. 4 1975
 DD1511_MARK LOGO: NOS   
 DD1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1511+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1511
 DD1511  HISTORY     - Date     Condition        Report By
 DD1511  HISTORY     - 1975     MONUMENTED       NOS
 DD1511  HISTORY     - 1985     GOOD             SCGS
 DD1511  HISTORY     - 19900430 GOOD             NGS
 DD1511
 DD1511                          STATION DESCRIPTION
 DD1511
 DD1511'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1511'IN GARDEN CITY BEACH.
 DD1511'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1511'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1511'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 DD1511'STATE ROAD 51 (ATLANTIC AVENUE), THENCE 4.3 KM (2.7 MI) SOUTHWEST
 DD1511'ALONG WACCAMAW DRIVE SOUTH, THENCE 0.55 KM (0.35 MI) SOUTHWESTERLY
 DD1511'ALONG STATE ROAD 597, SET NEAR A POWER POLE IN THE VEE OF STATE ROAD
 DD1511'600, 24.75 METERS (81.2 FT) SOUTHEAST OF THE CENTER OF STATE ROAD 597,
 DD1511'7.05 METERS (23.13 FT) WEST OF THE CENTER OF STATE ROAD 600, 0.8 METER
 DD1511'(2.62 FT) SOUTH SOUTHEAST OF THE POWER POLE BCD1B, 24.86 METERS
 DD1511'(81.56 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY
 DD1511'HOUSE IN THE VEE OF THE TWO STATE ROADS, ADD-ROD DEPTH UNKNOWN,
 DD1511'REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1511'THE MARK IS 0.18 METERS  ENE FROM A WITNESS POST.
 DD1511'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1511
 DD1511                          STATION RECOVERY (1990)
 DD1511
 DD1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1510 ***********************************************************************
 DD1510  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1510  DESIGNATION -  866 1582 TIDAL DD 5
 DD1510  PID         -  DD1510
 DD1510  STATE/COUNTY-  SC/GEORGETOWN
 DD1510  USGS QUAD   -  BROOKGREEN (1973)
 DD1510
 DD1510                         *CURRENT SURVEY CONTROL
 DD1510  ___________________________________________________________________
 DD1510* NAD 83(1986)-  33 32 33.     (N)    079 01 33.     (W)     SCALED    
 DD1510* NAVD 88     -         2.146  (meters)       7.04   (feet)  ADJUSTED  
 DD1510  ___________________________________________________________________
 DD1510  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DD1510  DYNAMIC HT  -           2.144 (meters)       7.03  (feet)  COMP
 DD1510  MODELED GRAV-     979,580.8   (mgal)                       NAVD 88
 DD1510
 DD1510  VERT ORDER  -  FIRST     CLASS II
 DD1510
 DD1510.The horizontal coordinates were scaled from a topographic map and have
 DD1510.an estimated accuracy of +/- 6 seconds.
 DD1510
 DD1510.The orthometric height was determined by differential leveling
 DD1510.and adjusted by the National Geodetic Survey in June 1991..
 DD1510
 DD1510.This Tidal Bench Mark is designated as VM 3826
 DD1510.by the Center for Operational Oceanographic Products and Services.
 DD1510
 DD1510.The geoid height was determined by GEOID03.
 DD1510
 DD1510.The dynamic height is computed by dividing the NAVD 88
 DD1510.geopotential number by the normal gravity value computed on the
 DD1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1510.degrees latitude (g = 980.6199 gals.).
 DD1510
 DD1510.The modeled gravity was interpolated from observed gravity values.
 DD1510
 DD1510;                    North         East    Units  Estimated Accuracy
 DD1510;SPC SC       -   191,290.      792,910.      MT  (+/- 180 meters Scaled)
 DD1510
 DD1510                          SUPERSEDED SURVEY CONTROL
 DD1510
 DD1510  NGVD 29 (05/09/91)    2.483  (m)            8.15   (f) ADJUSTED    1 2
 DD1510
 DD1510.Superseded values are not recommended for survey control.
 DD1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1510.See file dsdata.txt to determine how the superseded data were derived.
 DD1510
 DD1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT832131(NAD 83)
 DD1510_MARKER: DJ = TIDAL STATION DISK
 DD1510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1510_SP_SET: STAINLESS STEEL ROD
 DD1510_STAMPING: D.D. NO. 5 1975
 DD1510_MARK LOGO: NOS   
 DD1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1510+STABILITY: POSITION/ELEVATION WELL
 DD1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1510+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 DD1510
 DD1510  HISTORY     - Date     Condition        Report By
 DD1510  HISTORY     - 1975     MONUMENTED       NOS
 DD1510  HISTORY     - 1986     GOOD             SCGS
 DD1510  HISTORY     - 19900430 GOOD             NGS
 DD1510
 DD1510                          STATION DESCRIPTION
 DD1510
 DD1510'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1510'IN GARDEN CITY BEACH.
 DD1510'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1510'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 DD1510'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 DD1510'STATE ROAD 51 (ATLANTIC AVENUE), THENCE 4.3 KM (2.7 MI) SOUTHWEST
 DD1510'ALONG WACCAMAW DRIVE SOUTH, THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY
 DD1510'ALONG STATE ROAD 597, SET NEAR A POWER POLE IN THE NORTH CORNER OF THE
 DD1510'YARD OF A TWO STORY WOOD HOUSE (MEVA), 1.13 METERS (3.71 FT) NORTHEAST
 DD1510'OF POWER POLE AAB5, 7.6 METERS (24.93 FT) SOUTHEAST OF THE CENTER OF
 DD1510'THE STATE ROAD, 14.8 METERS (48.56 FT) NORTH NORTHEAST OF THE NORTH
 DD1510'CORNER OF THE HOUSE, 11.7 METERS (38.39 FT) WEST SOUTHWEST OF THE WEST
 DD1510'CORNER OF A TWO STORY WOOD HOUSE (SEASHINE), ADD-ROD DEPTH UNKNOWN,
 DD1510'REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1510'THE MARK IS 0.68 METERS  SW FROM A WITNESS POST.
 DD1510'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1510
 DD1510                          STATION RECOVERY (1990)
 DD1510
 DD1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2213 ***********************************************************************
 DD2213  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2213  DESIGNATION -  866 1593 B TIDAL
 DD2213  PID         -  DD2213
 DD2213  STATE/COUNTY-  SC/GEORGETOWN
 DD2213  USGS QUAD   -  RHEMS (1973)
 DD2213
 DD2213                         *CURRENT SURVEY CONTROL
 DD2213  ___________________________________________________________________
 DD2213* NAD 83(1986)-  33 32 08.     (N)    079 23 23.     (W)     SCALED    
 DD2213* NAVD 88     -         5.520  (meters)      18.11   (feet)  ADJUSTED  
 DD2213  ___________________________________________________________________
 DD2213  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DD2213  DYNAMIC HT  -           5.514 (meters)      18.09  (feet)  COMP
 DD2213  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 DD2213
 DD2213  VERT ORDER  -  FIRST     CLASS II
 DD2213
 DD2213.The horizontal coordinates were scaled from a topographic map and have
 DD2213.an estimated accuracy of +/- 6 seconds.
 DD2213
 DD2213.The orthometric height was determined by differential leveling
 DD2213.and adjusted by the National Geodetic Survey in June 1991..
 DD2213
 DD2213.This Tidal Bench Mark is designated as VM 3830
 DD2213.by the Center for Operational Oceanographic Products and Services.
 DD2213
 DD2213.The geoid height was determined by GEOID03.
 DD2213
 DD2213.The dynamic height is computed by dividing the NAVD 88
 DD2213.geopotential number by the normal gravity value computed on the
 DD2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2213.degrees latitude (g = 980.6199 gals.).
 DD2213
 DD2213.The modeled gravity was interpolated from observed gravity values.
 DD2213
 DD2213;                    North         East    Units  Estimated Accuracy
 DD2213;SPC SC       -   189,940.      759,130.      MT  (+/- 180 meters Scaled)
 DD2213
 DD2213                          SUPERSEDED SURVEY CONTROL
 DD2213
 DD2213  NGVD 29 (03/21/89)    5.825  (m)           19.11   (f) ADJUSTED    1 2
 DD2213
 DD2213.Superseded values are not recommended for survey control.
 DD2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2213.See file dsdata.txt to determine how the superseded data were derived.
 DD2213
 DD2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT495118(NAD 83)
 DD2213_MARKER: DJ = TIDAL STATION DISK
 DD2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2213_SP_SET: CONCRETE POST
 DD2213_STAMPING: 1593 B 1982
 DD2213_MARK LOGO: NOS   
 DD2213_PROJECTION: PROJECTING 4 CENTIMETERS
 DD2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2213+STABILITY: SURFACE MOTION
 DD2213
 DD2213  HISTORY     - Date     Condition        Report By
 DD2213  HISTORY     - 1982     MONUMENTED       NOS
 DD2213  HISTORY     - 1987     GOOD             SCGS
 DD2213  HISTORY     - 19940615 MARK NOT FOUND   USPSQD
 DD2213
 DD2213                          STATION DESCRIPTION
 DD2213
 DD2213'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2213'20.1 KM (12.5 MI) NNW FROM GEORGETOWN.
 DD2213'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2213'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2213'(CHURCH STREET) IN GEORGETOWN, THENCE 17.15 KM (10.65 MI) NORTHWEST
 DD2213'ALONG STATE HIGHWAY 51 TO THE NORTH ENTRANCE GATE TO THE WINEA
 DD2213'PLANTATION, THENCE 0.1 KM (0.05 MI) EAST ALONG THE ENTRANCE ROAD
 DD2213'(LEADING TO THE BOAT HOUSE), SET IN A PARTIALLY CLEARED WOODED AREA,
 DD2213'31.6 METERS (103.7 FT) NORTH OF THE ROAD, 9.2 METERS (30.2 FT)
 DD2213'NORTH-NORTHWEST OF A 12-INCH BLAZED ELM TREE, 12.0 METERS (39.4 FT)
 DD2213'SOUTH-SOUTHWEST OF 28-INCH DOUBLE-TRUNKED ELM TREE, 2.45 METERS (8.0
 DD2213'FT) SOUTH OF A 5-INCH OAK TREE.
 DD2213'THE MARK IS 1.2 METERS  WNW FROM  A WITNESS POST
 DD2213
 DD2213                          STATION RECOVERY (1994)
 DD2213
 DD2213'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2212 ***********************************************************************
 DD2212  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2212  DESIGNATION -  866 1593 C TIDAL
 DD2212  PID         -  DD2212
 DD2212  STATE/COUNTY-  SC/GEORGETOWN
 DD2212  USGS QUAD   -  RHEMS (1973)
 DD2212
 DD2212                         *CURRENT SURVEY CONTROL
 DD2212  ___________________________________________________________________
 DD2212* NAD 83(1986)-  33 32 08.     (N)    079 23 22.     (W)     SCALED    
 DD2212* NAVD 88     -         3.250  (meters)      10.66   (feet)  ADJUSTED  
 DD2212  ___________________________________________________________________
 DD2212  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DD2212  DYNAMIC HT  -           3.246 (meters)      10.65  (feet)  COMP
 DD2212  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 DD2212
 DD2212  VERT ORDER  -  FIRST     CLASS II
 DD2212
 DD2212.The horizontal coordinates were scaled from a topographic map and have
 DD2212.an estimated accuracy of +/- 6 seconds.
 DD2212
 DD2212.The orthometric height was determined by differential leveling
 DD2212.and adjusted by the National Geodetic Survey in June 1991..
 DD2212
 DD2212.This Tidal Bench Mark is designated as VM 3831
 DD2212.by the Center for Operational Oceanographic Products and Services.
 DD2212
 DD2212.The geoid height was determined by GEOID03.
 DD2212
 DD2212.The dynamic height is computed by dividing the NAVD 88
 DD2212.geopotential number by the normal gravity value computed on the
 DD2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2212.degrees latitude (g = 980.6199 gals.).
 DD2212
 DD2212.The modeled gravity was interpolated from observed gravity values.
 DD2212
 DD2212;                    North         East    Units  Estimated Accuracy
 DD2212;SPC SC       -   189,940.      759,160.      MT  (+/- 180 meters Scaled)
 DD2212
 DD2212                          SUPERSEDED SURVEY CONTROL
 DD2212
 DD2212  NGVD 29 (03/21/89)    3.555  (m)           11.66   (f) ADJUSTED    1 2
 DD2212
 DD2212.Superseded values are not recommended for survey control.
 DD2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2212.See file dsdata.txt to determine how the superseded data were derived.
 DD2212
 DD2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT495118(NAD 83)
 DD2212_MARKER: DJ = TIDAL STATION DISK
 DD2212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2212_SP_SET: STAINLESS STEEL ROD
 DD2212_STAMPING: 1593 C 1982
 DD2212_MARK LOGO: NOS   
 DD2212_PROJECTION: FLUSH
 DD2212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2212_ROD/PIPE-DEPTH: 4.9  meters
 DD2212
 DD2212  HISTORY     - Date     Condition        Report By
 DD2212  HISTORY     - 1982     MONUMENTED       NOS
 DD2212  HISTORY     - 1987     GOOD             SCGS
 DD2212  HISTORY     - 19940615 MARK NOT FOUND   USPSQD
 DD2212
 DD2212                          STATION DESCRIPTION
 DD2212
 DD2212'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2212'20.1 KM (12.5 MI) NNW FROM GEORGETOWN.
 DD2212'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2212'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2212'(CHURCH STREET) IN GEORGETOWN, THENCE 17.15 KM (10.65 MI) NORTHWEST
 DD2212'ALONG STATE HIGHWAY 51 TO THE NORTH ENTRANCE GATE TO THE WINEA
 DD2212'PLANTATION, THENCE 0.1 KM (0.05 MI) EAST ALONG THE ENTRANCE ROAD
 DD2212'(LEADING TO THE BOAT HOUSE), SET NEAR A BARBED WIRE FENCE AND A
 DD2212'38-INCH CYPRESS TREE, 3.7 METERS (12.1 FT) SOUHEAST OF THE TREE, 1.7
 DD2212'METERS (5.6 FT) SOUTH-SOUTHWEST OF THE FENCE, 4.7 METERS (15.4 FT)
 DD2212'NORTH OF CENTER OF THE ENTRANCE ROAD.
 DD2212'THE MARK IS 0.57 METERS  SSW FROM  A WITNESS POST
 DD2212
 DD2212                          STATION RECOVERY (1994)
 DD2212
 DD2212'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2209 ***********************************************************************
 DD2209  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2209  DESIGNATION -  866 1593 D TIDAL
 DD2209  PID         -  DD2209
 DD2209  STATE/COUNTY-  SC/GEORGETOWN
 DD2209  USGS QUAD   -  CARVERS BAY (1973)
 DD2209
 DD2209                         *CURRENT SURVEY CONTROL
 DD2209  ___________________________________________________________________
 DD2209* NAD 83(1986)-  33 32 06.     (N)    079 23 26.     (W)     SCALED    
 DD2209* NAVD 88     -        10.330  (meters)      33.89   (feet)  ADJUSTED  
 DD2209  ___________________________________________________________________
 DD2209  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DD2209  DYNAMIC HT  -          10.319 (meters)      33.85  (feet)  COMP
 DD2209  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 DD2209
 DD2209  VERT ORDER  -  FIRST     CLASS II
 DD2209
 DD2209.The horizontal coordinates were scaled from a topographic map and have
 DD2209.an estimated accuracy of +/- 6 seconds.
 DD2209
 DD2209.The orthometric height was determined by differential leveling
 DD2209.and adjusted by the National Geodetic Survey in June 1991..
 DD2209
 DD2209.This Tidal Bench Mark is designated as VM 3832
 DD2209.by the Center for Operational Oceanographic Products and Services.
 DD2209
 DD2209.The geoid height was determined by GEOID03.
 DD2209
 DD2209.The dynamic height is computed by dividing the NAVD 88
 DD2209.geopotential number by the normal gravity value computed on the
 DD2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2209.degrees latitude (g = 980.6199 gals.).
 DD2209
 DD2209.The modeled gravity was interpolated from observed gravity values.
 DD2209
 DD2209;                    North         East    Units  Estimated Accuracy
 DD2209;SPC SC       -   189,870.      759,060.      MT  (+/- 180 meters Scaled)
 DD2209
 DD2209                          SUPERSEDED SURVEY CONTROL
 DD2209
 DD2209  NGVD 29 (03/21/89)   10.635  (m)           34.89   (f) ADJUSTED    1 2
 DD2209
 DD2209.Superseded values are not recommended for survey control.
 DD2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2209.See file dsdata.txt to determine how the superseded data were derived.
 DD2209
 DD2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT494117(NAD 83)
 DD2209_MARKER: DJ = TIDAL STATION DISK
 DD2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2209_SP_SET: CONCRETE POST
 DD2209_STAMPING: 1593 D 1982
 DD2209_MARK LOGO: NOS   
 DD2209_PROJECTION: FLUSH
 DD2209_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2209+STABILITY: SURFACE MOTION
 DD2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2209+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DD2209
 DD2209  HISTORY     - Date     Condition        Report By
 DD2209  HISTORY     - 1982     MONUMENTED       NOS
 DD2209  HISTORY     - 1987     GOOD             SCGS
 DD2209  HISTORY     - 19940615 GOOD             USPSQD
 DD2209  HISTORY     - 20030715 GOOD             NGS
 DD2209
 DD2209                          STATION DESCRIPTION
 DD2209
 DD2209'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2209'20.1 KM (12.5 MI) NNW FROM GEORGETOWN.
 DD2209'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2209'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2209'(CHURCH STREET) IN GEORGETOWN, THENCE 17.15 KM (10.65 MI) NORTHWEST
 DD2209'ALONG STATE HIGHWAY 51 TO THE NORTH ENTRANCE GATE TO THE WINEA
 DD2209'PLANTATION, SET NEAR A WIRE FENCE SOUTHEAST OF THE ENTRANCE, 29.3
 DD2209'METERS (96.1 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 5.8 METERS
 DD2209'(19.0 FT) NORTHEAST OF THE FENCE, 11.4 METERS (37.4 FT) SOUTHEAST OF
 DD2209'THE CENTER OF THE ENTRANCE ROAD, 42.27 METERS (138.7 FT) SOUTHWEST OF
 DD2209'TIDAL BENCH MARK 866 1593 E TIDAL.
 DD2209'THE MARK IS 0.46 METERS  N FROM  A WITNESS POST
 DD2209'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD2209
 DD2209                          STATION RECOVERY (1994)
 DD2209
 DD2209'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2209'RECOVERED IN GOOD CONDITION.
 DD2209
 DD2209                          STATION RECOVERY (2003)
 DD2209
 DD2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 DD2209'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD2209'HIGHWAYS 17 AND 17
 DD2209'ALTERNATE IN GEORGETOWN, THENCE 17.15 KM NORTHWESTERLY ALONG STATE
 DD2209'HIGHWAY 51,  33.5
 DD2209'M SOUTHEAST OF USGS BENCH MARK 35 SY 48, 28.8 M NORTHEAST OF THE
 DD2209'HIGHWAY CENTERLINE,
 DD2209'10.4 M SOUTHEAST OF THE CENTER OF A DIRT ROAD AND THE SOUTH ENTRANCE
 DD2209'GATE FOR THE
 DD2209'WINEA PLANTATION, 5.8 M NORTHEAST OF A FENCE, 0.5 M NORTH OF A WITNESS
 DD2209'POST, 0.4 M ABOVE
 DD2209'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 DD2209'SURFACE.
 DD2209'NOTE--THE OWNER COULD NOT BE FOUND.  THE LAND OF THE HISTORIC WINEA
 DD2209'PLANTATION IS
 DD2209'UNDER DEVELOPMENT.
 DD2209' 
 DD2209' 
 DD2209' 
 DD2209' 
 DD2209' 
 DD2209' 
 DD2209' 
 DD2209' 
 DD2209'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2211 ***********************************************************************
 DD2211  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2211  DESIGNATION -  866 1593 E TIDAL
 DD2211  PID         -  DD2211
 DD2211  STATE/COUNTY-  SC/GEORGETOWN
 DD2211  USGS QUAD   -  RHEMS (1973)
 DD2211
 DD2211                         *CURRENT SURVEY CONTROL
 DD2211  ___________________________________________________________________
 DD2211* NAD 83(1986)-  33 32 07.     (N)    079 23 24.     (W)     SCALED    
 DD2211* NAVD 88     -         8.880  (meters)      29.13   (feet)  ADJUSTED  
 DD2211  ___________________________________________________________________
 DD2211  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DD2211  DYNAMIC HT  -           8.871 (meters)      29.10  (feet)  COMP
 DD2211  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 DD2211
 DD2211  VERT ORDER  -  FIRST     CLASS II
 DD2211
 DD2211.The horizontal coordinates were scaled from a topographic map and have
 DD2211.an estimated accuracy of +/- 6 seconds.
 DD2211
 DD2211.The orthometric height was determined by differential leveling
 DD2211.and adjusted by the National Geodetic Survey in June 1991..
 DD2211
 DD2211.This Tidal Bench Mark is designated as VM 3833
 DD2211.by the Center for Operational Oceanographic Products and Services.
 DD2211
 DD2211.The geoid height was determined by GEOID03.
 DD2211
 DD2211.The dynamic height is computed by dividing the NAVD 88
 DD2211.geopotential number by the normal gravity value computed on the
 DD2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2211.degrees latitude (g = 980.6199 gals.).
 DD2211
 DD2211.The modeled gravity was interpolated from observed gravity values.
 DD2211
 DD2211;                    North         East    Units  Estimated Accuracy
 DD2211;SPC SC       -   189,900.      759,110.      MT  (+/- 180 meters Scaled)
 DD2211
 DD2211                          SUPERSEDED SURVEY CONTROL
 DD2211
 DD2211  NGVD 29 (03/21/89)    9.186  (m)           30.14   (f) ADJUSTED    1 2
 DD2211
 DD2211.Superseded values are not recommended for survey control.
 DD2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2211.See file dsdata.txt to determine how the superseded data were derived.
 DD2211
 DD2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT494117(NAD 83)
 DD2211_MARKER: DJ = TIDAL STATION DISK
 DD2211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2211_SP_SET: STAINLESS STEEL ROD
 DD2211_STAMPING: 1593 E 1982
 DD2211_MARK LOGO: NOS   
 DD2211_PROJECTION: FLUSH
 DD2211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2211_ROD/PIPE-DEPTH: 6.1  meters
 DD2211
 DD2211  HISTORY     - Date     Condition        Report By
 DD2211  HISTORY     - 1982     MONUMENTED       NOS
 DD2211  HISTORY     - 1987     GOOD             SCGS
 DD2211  HISTORY     - 19940615 GOOD             USPSQD
 DD2211
 DD2211                          STATION DESCRIPTION
 DD2211
 DD2211'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2211'20.1 KM (12.5 MI) NNW FROM GEORGETOWN.
 DD2211'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2211'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2211'(CHURCH STREET) IN GEORGETOWN, THENCE 17.15 KM (10.65 MI) NORTHWEST
 DD2211'ALONG STATE HIGHWAY 51 TO THE NORTH ENTRANCE GATE TO THE WINEA
 DD2211'PLANTATION, THENCE 0.1 KM (0.05 MI) EAST ALONG THE ENTRANCE ROAD
 DD2211'(LEADING TO THE BOAT HOUSE), SET IN AN OPEN AREA NEAR A GROUP OF PINE
 DD2211'TREES, 3.9 METERS (12.8 FT) WEST-NORTHWEST OF A 13-INCH BLAZED PINE
 DD2211'TREE, 42.27 METERS (138.7 FT) NORTHEAST OF TIDAL BENCH MARK 866 1593
 DD2211'D TIDAL, 16.8 METERS (55.1 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 DD2211'ROAD, 55.4 METERS (181.8 FT) WEST OF A POWER POLE WITH A METER
 DD2211'ATTACHED.
 DD2211'THE MARK IS 0.45 METERS  SSE FROM  A WITNESS POST
 DD2211
 DD2211                          STATION RECOVERY (1994)
 DD2211
 DD2211'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1465 ***********************************************************************
 DD1465  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1465  DESIGNATION -  866 1608 F TIDAL
 DD1465  PID         -  DD1465
 DD1465  STATE/COUNTY-  SC/GEORGETOWN
 DD1465  USGS QUAD   -  BROOKGREEN (1973)
 DD1465
 DD1465                         *CURRENT SURVEY CONTROL
 DD1465  ___________________________________________________________________
 DD1465* NAD 83(1986)-  33 31 55.     (N)    079 03 29.     (W)     SCALED    
 DD1465* NAVD 88     -         2.885  (meters)       9.47   (feet)  ADJUSTED  
 DD1465  ___________________________________________________________________
 DD1465  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1465  DYNAMIC HT  -           2.882 (meters)       9.46  (feet)  COMP
 DD1465  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 DD1465
 DD1465  VERT ORDER  -  FIRST     CLASS II
 DD1465
 DD1465.The horizontal coordinates were scaled from a topographic map and have
 DD1465.an estimated accuracy of +/- 6 seconds.
 DD1465
 DD1465.The orthometric height was determined by differential leveling
 DD1465.and adjusted by the National Geodetic Survey in June 1991..
 DD1465
 DD1465.This Tidal Bench Mark is designated as VM 3838
 DD1465.by the Center for Operational Oceanographic Products and Services.
 DD1465
 DD1465.The geoid height was determined by GEOID03.
 DD1465
 DD1465.The dynamic height is computed by dividing the NAVD 88
 DD1465.geopotential number by the normal gravity value computed on the
 DD1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1465.degrees latitude (g = 980.6199 gals.).
 DD1465
 DD1465.The modeled gravity was interpolated from observed gravity values.
 DD1465
 DD1465;                    North         East    Units  Estimated Accuracy
 DD1465;SPC SC       -   190,060.      789,940.      MT  (+/- 180 meters Scaled)
 DD1465
 DD1465                          SUPERSEDED SURVEY CONTROL
 DD1465
 DD1465  NGVD 29 (05/09/91)    3.202  (m)           10.51   (f) ADJUSTED    1 2
 DD1465
 DD1465.Superseded values are not recommended for survey control.
 DD1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1465.See file dsdata.txt to determine how the superseded data were derived.
 DD1465
 DD1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT803119(NAD 83)
 DD1465_MARKER: DJ = TIDAL STATION DISK
 DD1465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1465_SP_SET: STAINLESS STEEL ROD
 DD1465_STAMPING: 1608 F 1982
 DD1465_MARK LOGO: NOS   
 DD1465_PROJECTION: RECESSED 15 CENTIMETERS
 DD1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1465+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 DD1465_ROD/PIPE-DEPTH: 9.14 meters
 DD1465
 DD1465  HISTORY     - Date     Condition        Report By
 DD1465  HISTORY     - 1982     MONUMENTED       NOS
 DD1465  HISTORY     - 1985     GOOD             SCGS
 DD1465  HISTORY     - 19900501 GOOD             NGS
 DD1465  HISTORY     - 19940618 GOOD             USPSQD
 DD1465
 DD1465                          STATION DESCRIPTION
 DD1465
 DD1465'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1465'IN MURRELLS INLET.
 DD1465'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1465'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 4.3 KM (2.7 MI) SOUTHERLY
 DD1465'ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A POWER POLE IN THE EAST
 DD1465'ANGLE OF A SAND DRIVE LEADING TO THE WESLEY GORDON RESIDENCE,
 DD1465'0.78 METER (2.56 FT) NORTHWEST OF THE POWER POLE 75 1/2 A, 4.7 METERS
 DD1465'(15.42 FT) NORTHEAST OF THE CENTER OF THE SAND DRIVE, 9.84 METERS
 DD1465'(32.28 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 24.93 METERS
 DD1465'(81.79 FT) WEST SOUTHWEST OF A LONE DOUBLE TRUNK LIVE OAK TREE.
 DD1465'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 DD1465'THE MARK IS 0.30 M BELOW HIGHWAY.
 DD1465
 DD1465                          STATION RECOVERY (1990)
 DD1465
 DD1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1465'RECOVERED IN GOOD CONDITION.
 DD1465
 DD1465                          STATION RECOVERY (1994)
 DD1465
 DD1465'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1462 ***********************************************************************
 DD1462  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1462  DESIGNATION -  866 1608 TIDAL AC 1
 DD1462  PID         -  DD1462
 DD1462  STATE/COUNTY-  SC/GEORGETOWN
 DD1462  USGS QUAD   -  BROOKGREEN (1973)
 DD1462
 DD1462                         *CURRENT SURVEY CONTROL
 DD1462  ___________________________________________________________________
 DD1462* NAD 83(1986)-  33 31 50.     (N)    079 03 32.     (W)     SCALED    
 DD1462* NAVD 88     -         3.154  (meters)      10.35   (feet)  ADJUSTED  
 DD1462  ___________________________________________________________________
 DD1462  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1462  DYNAMIC HT  -           3.151 (meters)      10.34  (feet)  COMP
 DD1462  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 DD1462
 DD1462  VERT ORDER  -  FIRST     CLASS II
 DD1462
 DD1462.The horizontal coordinates were scaled from a topographic map and have
 DD1462.an estimated accuracy of +/- 6 seconds.
 DD1462
 DD1462.The orthometric height was determined by differential leveling
 DD1462.and adjusted by the National Geodetic Survey in June 1991..
 DD1462
 DD1462.This Tidal Bench Mark is designated as VM 3834
 DD1462.by the Center for Operational Oceanographic Products and Services.
 DD1462
 DD1462.The geoid height was determined by GEOID03.
 DD1462
 DD1462.The dynamic height is computed by dividing the NAVD 88
 DD1462.geopotential number by the normal gravity value computed on the
 DD1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1462.degrees latitude (g = 980.6199 gals.).
 DD1462
 DD1462.The modeled gravity was interpolated from observed gravity values.
 DD1462
 DD1462;                    North         East    Units  Estimated Accuracy
 DD1462;SPC SC       -   189,910.      789,860.      MT  (+/- 180 meters Scaled)
 DD1462
 DD1462                          SUPERSEDED SURVEY CONTROL
 DD1462
 DD1462  NGVD 29 (05/09/91)    3.472  (m)           11.39   (f) ADJUSTED    1 2
 DD1462
 DD1462.Superseded values are not recommended for survey control.
 DD1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1462.See file dsdata.txt to determine how the superseded data were derived.
 DD1462
 DD1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT802117(NAD 83)
 DD1462_MARKER: DJ = TIDAL STATION DISK
 DD1462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1462_SP_SET: COPPER-CLAD STEEL ROD
 DD1462_STAMPING: A.C. NO. 1 1975
 DD1462_MARK LOGO: NOS   
 DD1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1462+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 DD1462
 DD1462  HISTORY     - Date     Condition        Report By
 DD1462  HISTORY     - 1975     MONUMENTED       NOS
 DD1462  HISTORY     - 1985     GOOD             SCGS
 DD1462  HISTORY     - 19900501 GOOD             NGS
 DD1462  HISTORY     - 19940618 GOOD             USPSQD
 DD1462
 DD1462                          STATION DESCRIPTION
 DD1462
 DD1462'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1462'IN MURRELLS INLET.
 DD1462'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1462'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 4.5 KM (2.8 MI) SOUTHERLY
 DD1462'ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A POWER POLE IN THE EAST
 DD1462'ANGLE OF A SAND DRIVE LEADING TO THE J. NELSON RESIDENCE, 1.63 METERS
 DD1462'(5.35 FT) NORTHEAST OF THE POWER POLE 77A 1/2, 8.4 METERS (27.56 FT)
 DD1462'NORTHEAST OF THE CENTER OF THE SAND DRIVE, 9.64 METERS (31.63 FT)
 DD1462'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 24.42 METERS (80.12 FT)
 DD1462'SOUTHWEST OF A POWER POLE NUMBER 7948 WITH TWO TRANSFORMERS, ADD-ROD
 DD1462'DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1462'THE MARK IS 0.82 METERS  SW FROM A WITNESS POST.
 DD1462'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1462
 DD1462                          STATION RECOVERY (1990)
 DD1462
 DD1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1462'RECOVERED IN GOOD CONDITION.
 DD1462
 DD1462                          STATION RECOVERY (1994)
 DD1462
 DD1462'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1464 ***********************************************************************
 DD1464  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1464  DESIGNATION -  866 1608 TIDAL AC 2
 DD1464  PID         -  DD1464
 DD1464  STATE/COUNTY-  SC/GEORGETOWN
 DD1464  USGS QUAD   -  BROOKGREEN (1973)
 DD1464
 DD1464                         *CURRENT SURVEY CONTROL
 DD1464  ___________________________________________________________________
 DD1464* NAD 83(1986)-  33 31 52.     (N)    079 03 33.     (W)     SCALED    
 DD1464* NAVD 88     -         3.429  (meters)      11.25   (feet)  ADJUSTED  
 DD1464  ___________________________________________________________________
 DD1464  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1464  DYNAMIC HT  -           3.425 (meters)      11.24  (feet)  COMP
 DD1464  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 DD1464
 DD1464  VERT ORDER  -  FIRST     CLASS II
 DD1464
 DD1464.The horizontal coordinates were scaled from a topographic map and have
 DD1464.an estimated accuracy of +/- 6 seconds.
 DD1464
 DD1464.The orthometric height was determined by differential leveling
 DD1464.and adjusted by the National Geodetic Survey in June 1991..
 DD1464
 DD1464.This Tidal Bench Mark is designated as VM 3835
 DD1464.by the Center for Operational Oceanographic Products and Services.
 DD1464
 DD1464.The geoid height was determined by GEOID03.
 DD1464
 DD1464.The dynamic height is computed by dividing the NAVD 88
 DD1464.geopotential number by the normal gravity value computed on the
 DD1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1464.degrees latitude (g = 980.6199 gals.).
 DD1464
 DD1464.The modeled gravity was interpolated from observed gravity values.
 DD1464
 DD1464;                    North         East    Units  Estimated Accuracy
 DD1464;SPC SC       -   189,970.      789,840.      MT  (+/- 180 meters Scaled)
 DD1464
 DD1464                          SUPERSEDED SURVEY CONTROL
 DD1464
 DD1464  NGVD 29 (05/09/91)    3.746  (m)           12.29   (f) ADJUSTED    1 2
 DD1464
 DD1464.Superseded values are not recommended for survey control.
 DD1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1464.See file dsdata.txt to determine how the superseded data were derived.
 DD1464
 DD1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT802118(NAD 83)
 DD1464_MARKER: DJ = TIDAL STATION DISK
 DD1464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1464_SP_SET: COPPER-CLAD STEEL ROD
 DD1464_STAMPING: A.C. NO. 2 1975
 DD1464_MARK LOGO: NOS   
 DD1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1464+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 DD1464
 DD1464  HISTORY     - Date     Condition        Report By
 DD1464  HISTORY     - 1975     MONUMENTED       NOS
 DD1464  HISTORY     - 1985     GOOD             SCGS
 DD1464  HISTORY     - 19900501 GOOD             NGS
 DD1464  HISTORY     - 19940618 MARK NOT FOUND   USPSQD
 DD1464  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 DD1464
 DD1464                          STATION DESCRIPTION
 DD1464
 DD1464'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1464'IN MURRELLS INLET.
 DD1464'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1464'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 4.4 KM (2.75 MI)
 DD1464'SOUTHERLY ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR THE EAST CORNER OF
 DD1464'A CHAIN LINK FENCE IN THE WEST ANGLE OF STATE ROAD 752, 2.6 METERS
 DD1464'(8.53 FT) WEST SOUTHWEST OF THE EAST CORNER OF THE CHAIN LINK FENCE,
 DD1464'12.1 METERS (39.7 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY,
 DD1464'11.72 METERS (38.45 FT) EAST NORTHEAST OF A LONE DOUBLE TRUNK LIVE OAK
 DD1464'TREE, 10.5 METERS (34.45 FT) SOUTH SOUTHWEST OF THE CENTER OF THE
 DD1464'STATE ROAD, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND
 DD1464'RECESSED 07 CENTIMETERS.
 DD1464'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 DD1464'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1464
 DD1464                          STATION RECOVERY (1990)
 DD1464
 DD1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1464'RECOVERED IN GOOD CONDITION.
 DD1464
 DD1464                          STATION RECOVERY (1994)
 DD1464
 DD1464'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1464'MARK NOT FOUND.
 DD1464
 DD1464                          STATION RECOVERY (2004)
 DD1464
 DD1464'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1466 ***********************************************************************
 DD1466  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1466  DESIGNATION -  866 1608 TIDAL AC 4
 DD1466  PID         -  DD1466
 DD1466  STATE/COUNTY-  SC/GEORGETOWN
 DD1466  USGS QUAD   -  BROOKGREEN (1973)
 DD1466
 DD1466                         *CURRENT SURVEY CONTROL
 DD1466  ___________________________________________________________________
 DD1466* NAD 83(1986)-  33 31 58.     (N)    079 03 23.     (W)     SCALED    
 DD1466* NAVD 88     -         2.383  (meters)       7.82   (feet)  ADJUSTED  
 DD1466  ___________________________________________________________________
 DD1466  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1466  DYNAMIC HT  -           2.381 (meters)       7.81  (feet)  COMP
 DD1466  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 DD1466
 DD1466  VERT ORDER  -  FIRST     CLASS II
 DD1466
 DD1466.The horizontal coordinates were scaled from a topographic map and have
 DD1466.an estimated accuracy of +/- 6 seconds.
 DD1466
 DD1466.The orthometric height was determined by differential leveling
 DD1466.and adjusted by the National Geodetic Survey in June 1991..
 DD1466
 DD1466.This Tidal Bench Mark is designated as VM 3836
 DD1466.by the Center for Operational Oceanographic Products and Services.
 DD1466
 DD1466.The geoid height was determined by GEOID03.
 DD1466
 DD1466.The dynamic height is computed by dividing the NAVD 88
 DD1466.geopotential number by the normal gravity value computed on the
 DD1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1466.degrees latitude (g = 980.6199 gals.).
 DD1466
 DD1466.The modeled gravity was interpolated from observed gravity values.
 DD1466
 DD1466;                    North         East    Units  Estimated Accuracy
 DD1466;SPC SC       -   190,160.      790,090.      MT  (+/- 180 meters Scaled)
 DD1466
 DD1466                          SUPERSEDED SURVEY CONTROL
 DD1466
 DD1466  NGVD 29 (05/09/91)    2.701  (m)            8.86   (f) ADJUSTED    1 2
 DD1466
 DD1466.Superseded values are not recommended for survey control.
 DD1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1466.See file dsdata.txt to determine how the superseded data were derived.
 DD1466
 DD1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT804120(NAD 83)
 DD1466_MARKER: DJ = TIDAL STATION DISK
 DD1466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1466_SP_SET: COPPER-CLAD STEEL ROD
 DD1466_STAMPING: A.C. NO. 4 1975
 DD1466_MARK LOGO: NOS   
 DD1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1466+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD1466
 DD1466  HISTORY     - Date     Condition        Report By
 DD1466  HISTORY     - 1975     MONUMENTED       NOS
 DD1466  HISTORY     - 1985     GOOD             SCGS
 DD1466  HISTORY     - 19900501 GOOD             NGS
 DD1466  HISTORY     - 19940618 GOOD             USPSQD
 DD1466  HISTORY     - 20040903 GOOD             USPSQD
 DD1466  HISTORY     - 20051112 GOOD             USPSQD
 DD1466  HISTORY     - 20051119 GOOD             USPSQD
 DD1466  HISTORY     - 20051128 GOOD             USPSQD
 DD1466
 DD1466                          STATION DESCRIPTION
 DD1466
 DD1466'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1466'IN MURRELLS INLET.
 DD1466'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1466'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 4.1 KM (2.6 MI) SOUTHERLY
 DD1466'ALONG U.S. HIGHWAY 17 BUSINESS, SET NEAR A POWER POLE ACROSS THE
 DD1466'HIGHWAY FROM A RED BRICK HOUSE, 0.9 METER (2.95 FT) SOUTH SOUTHWEST OF
 DD1466'THE POWER POLE NUMBER 18361, 17.1 METERS (56.1 FT) NORTH NORTHEAST OF
 DD1466'A LONE 14 INCH CEDAR TREE, 11.5 METERS (37.73 FT) SOUTHEAST OF THE
 DD1466'CENTER OF THE HIGHWAY, 17.1 METERS (56.1 FT) SOUTHWEST OF THE CENTER
 DD1466'OF A SAND DRIVE LEADING TO A TWO STORY HOUSE WITH A CINDER BLOCK
 DD1466'FOUNDATION, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND
 DD1466'RECESSED 07 CENTIMETERS.
 DD1466'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 DD1466'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1466
 DD1466                          STATION RECOVERY (1990)
 DD1466
 DD1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1466'RECOVERED IN GOOD CONDITION.
 DD1466
 DD1466                          STATION RECOVERY (1994)
 DD1466
 DD1466'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1466'RECOVERED IN GOOD CONDITION.
 DD1466
 DD1466                          STATION RECOVERY (2004)
 DD1466
 DD1466'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1466'RECOVERED IN GOOD CONDITION.
 DD1466
 DD1466                          STATION RECOVERY (2005)
 DD1466
 DD1466'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1466'RECOVERED IN GOOD CONDITION.
 DD1466
 DD1466                          STATION RECOVERY (2005)
 DD1466
 DD1466'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD1466'RECOVERED IN GOOD CONDITION.
 DD1466
 DD1466                          STATION RECOVERY (2005)
 DD1466
 DD1466'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1467 ***********************************************************************
 DD1467  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1467  DESIGNATION -  866 1608 TIDAL AC 5
 DD1467  PID         -  DD1467
 DD1467  STATE/COUNTY-  SC/GEORGETOWN
 DD1467  USGS QUAD   -  BROOKGREEN (1973)
 DD1467
 DD1467                         *CURRENT SURVEY CONTROL
 DD1467  ___________________________________________________________________
 DD1467* NAD 83(1986)-  33 32 06.     (N)    079 03 19.     (W)     SCALED    
 DD1467* NAVD 88     -         2.371  (meters)       7.78   (feet)  ADJUSTED  
 DD1467  ___________________________________________________________________
 DD1467  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DD1467  DYNAMIC HT  -           2.369 (meters)       7.77  (feet)  COMP
 DD1467  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 DD1467
 DD1467  VERT ORDER  -  FIRST     CLASS II
 DD1467
 DD1467.The horizontal coordinates were scaled from a topographic map and have
 DD1467.an estimated accuracy of +/- 6 seconds.
 DD1467
 DD1467.The orthometric height was determined by differential leveling
 DD1467.and adjusted by the National Geodetic Survey in June 1991..
 DD1467
 DD1467.This Tidal Bench Mark is designated as VM 3837
 DD1467.by the Center for Operational Oceanographic Products and Services.
 DD1467
 DD1467.The geoid height was determined by GEOID03.
 DD1467
 DD1467.The dynamic height is computed by dividing the NAVD 88
 DD1467.geopotential number by the normal gravity value computed on the
 DD1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1467.degrees latitude (g = 980.6199 gals.).
 DD1467
 DD1467.The modeled gravity was interpolated from observed gravity values.
 DD1467
 DD1467;                    North         East    Units  Estimated Accuracy
 DD1467;SPC SC       -   190,410.      790,190.      MT  (+/- 180 meters Scaled)
 DD1467
 DD1467                          SUPERSEDED SURVEY CONTROL
 DD1467
 DD1467  NGVD 29 (05/09/91)    2.688  (m)            8.82   (f) ADJUSTED    1 2
 DD1467
 DD1467.Superseded values are not recommended for survey control.
 DD1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1467.See file dsdata.txt to determine how the superseded data were derived.
 DD1467
 DD1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT805122(NAD 83)
 DD1467_MARKER: DJ = TIDAL STATION DISK
 DD1467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1467_SP_SET: COPPER-CLAD STEEL ROD
 DD1467_STAMPING: A.C. NO. 5 1975
 DD1467_MARK LOGO: NOS   
 DD1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1467+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 DD1467
 DD1467  HISTORY     - Date     Condition        Report By
 DD1467  HISTORY     - 1975     MONUMENTED       NOS
 DD1467  HISTORY     - 1985     GOOD             SCGS
 DD1467  HISTORY     - 19900430 GOOD             NGS
 DD1467  HISTORY     - 19940618 GOOD             USPSQD
 DD1467  HISTORY     - 20021122 GOOD             USPSQD
 DD1467  HISTORY     - 20040903 GOOD             USPSQD
 DD1467  HISTORY     - 20051112 GOOD             USPSQD
 DD1467  HISTORY     - 20051119 GOOD             USPSQD
 DD1467  HISTORY     - 20051128 GOOD             USPSQD
 DD1467
 DD1467                          STATION DESCRIPTION
 DD1467
 DD1467'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1467'IN MURRELLS INLET.
 DD1467'THE MARK IS ABOVE LEVEL WITH ROAD.
 DD1467'0.6 KM (0.4 MI) EASTERLY ALONG STATE HIGHWAY 707 FROM THE INTERSECTION
 DD1467'OF U.S. HIGHWAY 17 IN MURRELLS INLET, THENCE 4.0 KM (2.5 MI) SOUTHERLY
 DD1467'ALONG U.S. HIGHWAY 17 BUSINESS, THENCE 0.1 KM (0.05 MI) NORTHWEST
 DD1467'ALONG SIXTH AVENUE, SET NEAR A POWER POLE IN THE WEST CORNER OF THE
 DD1467'YARD OF A CINDER BLOCK HOUSE, 2.83 METERS (9.28 FT) EAST SOUTHEAST OF
 DD1467'THE POWER POLE NUMBER 20419, 5.03 METERS (16.5 FT) SOUTH SOUTHWEST OF
 DD1467'A 16 INCH WATER OAK TREE, 7.09 METERS (23.26 FT) NORTHEAST OF THE
 DD1467'CENTER OF THE ROAD, 7.92 METERS (25.98 FT) WEST NORTHWEST OF A LONE
 DD1467'DOUBLE TRUNK LIVE OAK TREE, 43.03 METERS (141.17 FT) WEST SOUTHWEST OF
 DD1467'THE WEST CORNER OF THE HOUSE, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN
 DD1467'TO REFUSAL, AND FLUSH WITH GROUND.
 DD1467'THE MARK IS 1.08 METERS  NW FROM A WITNESS POST.
 DD1467
 DD1467                          STATION RECOVERY (1990)
 DD1467
 DD1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1467'4.0 KM (2.49 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 BUSINESS (KINGS
 DD1467'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 707 IN MURRELLS INLET,
 DD1467'THENCE 0.1 KM (0.06 MI) NORTHWEST ALONG SIXTH AVENUE, 30.1 M (98.75
 DD1467'FT) SOUTHEAST OF THE SOUTH CORNER OF A HOUSE, 6.7 M (21.98 FT)
 DD1467'NORTH-NORTHEAST OF AND LEVEL WITH THE AVENUE CENTER, 2.8 M (9.19 FT)
 DD1467'EAST OF UTILITY POLE NUMBER 20419 WITH A GUY CABLE, AND 0.2 M (0.66
 DD1467'FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS CRIMPED TO A
 DD1467'COPPER-COATED STEEL ROD ENCASED IN A 4 INCH PVC PIPE THAT IS FLUSH
 DD1467'WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.  REPORTED DRIVEN
 DD1467'TO REFUSAL.
 DD1467
 DD1467                          STATION RECOVERY (1994)
 DD1467
 DD1467'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1467'RECOVERED IN GOOD CONDITION.
 DD1467
 DD1467                          STATION RECOVERY (2002)
 DD1467
 DD1467'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD1467'HOUSE IS GONE. UTILITY POLE WITH GUY CABLE IS GONE. MARK IS 18 INCHES
 DD1467'SOUTH OF CHAIN LINK FENCE. SIX INCHES BELOW GROUND.
 DD1467
 DD1467                          STATION RECOVERY (2004)
 DD1467
 DD1467'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1467'RECOVERED IN GOOD CONDITION.
 DD1467
 DD1467                          STATION RECOVERY (2005)
 DD1467
 DD1467'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1467'RECOVERED IN GOOD CONDITION.
 DD1467
 DD1467                          STATION RECOVERY (2005)
 DD1467
 DD1467'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD1467'RECOVERED IN GOOD CONDITION.
 DD1467
 DD1467                          STATION RECOVERY (2005)
 DD1467
 DD1467'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1445 ***********************************************************************
 DD1445  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1445  DESIGNATION -  866 1684 TIDAL HB 1
 DD1445  PID         -  DD1445
 DD1445  STATE/COUNTY-  SC/GEORGETOWN
 DD1445  USGS QUAD   -  BROOKGREEN (1973)
 DD1445
 DD1445                         *CURRENT SURVEY CONTROL
 DD1445  ___________________________________________________________________
 DD1445* NAD 83(1986)-  33 30 37.     (N)    079 04 13.     (W)     SCALED    
 DD1445* NAVD 88     -         2.026  (meters)       6.65   (feet)  ADJUSTED  
 DD1445  ___________________________________________________________________
 DD1445  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1445  DYNAMIC HT  -           2.024 (meters)       6.64  (feet)  COMP
 DD1445  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DD1445
 DD1445  VERT ORDER  -  FIRST     CLASS II
 DD1445
 DD1445.The horizontal coordinates were scaled from a topographic map and have
 DD1445.an estimated accuracy of +/- 6 seconds.
 DD1445
 DD1445.The orthometric height was determined by differential leveling
 DD1445.and adjusted by the National Geodetic Survey in June 1991..
 DD1445
 DD1445.This Tidal Bench Mark is designated as VM 3845
 DD1445.by the Center for Operational Oceanographic Products and Services.
 DD1445
 DD1445.The geoid height was determined by GEOID03.
 DD1445
 DD1445.The dynamic height is computed by dividing the NAVD 88
 DD1445.geopotential number by the normal gravity value computed on the
 DD1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1445.degrees latitude (g = 980.6199 gals.).
 DD1445
 DD1445.The modeled gravity was interpolated from observed gravity values.
 DD1445
 DD1445;                    North         East    Units  Estimated Accuracy
 DD1445;SPC SC       -   187,640.      788,850.      MT  (+/- 180 meters Scaled)
 DD1445
 DD1445                          SUPERSEDED SURVEY CONTROL
 DD1445
 DD1445  NGVD 29 (03/21/89)    2.340  (m)            7.68   (f) ADJUSTED    1 2
 DD1445
 DD1445.Superseded values are not recommended for survey control.
 DD1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1445.See file dsdata.txt to determine how the superseded data were derived.
 DD1445
 DD1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT792095(NAD 83)
 DD1445_MARKER: DJ = TIDAL STATION DISK
 DD1445_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DD1445_SP_SET: CONCRETE SPILLWAY
 DD1445_STAMPING: HB - 1 1975
 DD1445_MARK LOGO: NOS   
 DD1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1445+STABILITY: SURFACE MOTION
 DD1445
 DD1445  HISTORY     - Date     Condition        Report By
 DD1445  HISTORY     - 1975     MONUMENTED       NOS
 DD1445  HISTORY     - 1986     GOOD             SCGS
 DD1445
 DD1445                          STATION DESCRIPTION
 DD1445
 DD1445'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1445'7.0 KM (4.35 MI) SW FROM MURRELLS INLET.
 DD1445'7.6 KM (4.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1445'OF STATE HIGHWAY 707 IN MURRELLS INLET TO THE ENTRANCE TO THE
 DD1445'HUNTINGTON STATE PARK AND BROOKGREEN GARDENS, THENCE 0.25 KM (0.15 MI)
 DD1445'SOUTHEAST ALONG THE PARK ENTRANCE ROAD TO AN INTERSECTION AND A SMALL
 DD1445'GUARD HOUSE, THENCE 1.1 KM (0.7 MI) NORTHERLY ALONG A PAVED ROAD, SET
 DD1445'IN THE NORTH CORNER OF A CONCRETE SPILLWAY ON THE SOUTHWEST SIDE OF
 DD1445'THE ROAD.
 DD1445'THE MARK IS 2.75 METERS  SE FROM A WITNESS POST.
 DD1445'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1446 ***********************************************************************
 DD1446  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1446  DESIGNATION -  866 1684 TIDAL HB 2
 DD1446  PID         -  DD1446
 DD1446  STATE/COUNTY-  SC/GEORGETOWN
 DD1446  USGS QUAD   -  BROOKGREEN (1973)
 DD1446
 DD1446                         *CURRENT SURVEY CONTROL
 DD1446  ___________________________________________________________________
 DD1446* NAD 83(1986)-  33 30 28.     (N)    079 03 58.     (W)     SCALED    
 DD1446* NAVD 88     -         1.349  (meters)       4.43   (feet)  ADJUSTED  
 DD1446  ___________________________________________________________________
 DD1446  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1446  DYNAMIC HT  -           1.347 (meters)       4.42  (feet)  COMP
 DD1446  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DD1446
 DD1446  VERT ORDER  -  FIRST     CLASS II
 DD1446
 DD1446.The horizontal coordinates were scaled from a topographic map and have
 DD1446.an estimated accuracy of +/- 6 seconds.
 DD1446
 DD1446.The orthometric height was determined by differential leveling
 DD1446.and adjusted by the National Geodetic Survey in June 1991..
 DD1446
 DD1446.This Tidal Bench Mark is designated as VM 3846
 DD1446.by the Center for Operational Oceanographic Products and Services.
 DD1446
 DD1446.The geoid height was determined by GEOID03.
 DD1446
 DD1446.The dynamic height is computed by dividing the NAVD 88
 DD1446.geopotential number by the normal gravity value computed on the
 DD1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1446.degrees latitude (g = 980.6199 gals.).
 DD1446
 DD1446.The modeled gravity was interpolated from observed gravity values.
 DD1446
 DD1446;                    North         East    Units  Estimated Accuracy
 DD1446;SPC SC       -   187,370.      789,240.      MT  (+/- 180 meters Scaled)
 DD1446
 DD1446                          SUPERSEDED SURVEY CONTROL
 DD1446
 DD1446  NGVD 29 (05/09/91)    1.663  (m)            5.46   (f) ADJUSTED    1 2
 DD1446
 DD1446.Superseded values are not recommended for survey control.
 DD1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1446.See file dsdata.txt to determine how the superseded data were derived.
 DD1446
 DD1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT796092(NAD 83)
 DD1446_MARKER: DJ = TIDAL STATION DISK
 DD1446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1446_SP_SET: COPPER-CLAD STEEL ROD
 DD1446_STAMPING: HB-2 1975
 DD1446_MARK LOGO: NOS   
 DD1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1446+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 DD1446
 DD1446  HISTORY     - Date     Condition        Report By
 DD1446  HISTORY     - 1975     MONUMENTED       NOS
 DD1446  HISTORY     - 1986     GOOD             SCGS
 DD1446  HISTORY     - 19900501 GOOD             NGS
 DD1446
 DD1446                          STATION DESCRIPTION
 DD1446
 DD1446'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1446'7.2 KM (4.5 MI) SW FROM MURRELLS INLET.
 DD1446'7.6 KM (4.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1446'OF STATE HIGHWAY 707 IN MURRELLS INLET TO THE ENTRANCES OF THE
 DD1446'HUNTINGTON STATE PARK AND BROOKGREEN GARDENS, THENCE 0.25 KM (0.15 MI)
 DD1446'SOUTHEAST ALONG THE PARK ENTRANCE ROAD TO AN INTERSECTION AND A SMALL
 DD1446'GUARD HOUSE, THENCE 1.6 KM (1.0 MI) NORTHERLY ALONG A PAVED ROAD TO A
 DD1446'T-JUNCTION, SET NEAR A POWER POLE IN THE NORTH ANGLE OF THE T-JUNCTION
 DD1446'OF A PAVED ROAD LEADING NORTHEAST AND SOUTHWEST, 12.62 METERS
 DD1446'(41.4 FT) WEST NORTHWEST OF THE CENTER OF THE PAVED ROAD LEADING
 DD1446'NORTHEAST AND SOUTHWEST, 13.4 METERS (43.96 FT) EAST NORTHEAST OF THE
 DD1446'CENTER OF A PAVED ROAD, 3.4 METERS (11.15 FT) SOUTH SOUTHWEST OF A 8
 DD1446'INCH LONE CEDAR TREE, 3.75 METERS (12.3 FT) WEST NORTHWEST OF THE
 DD1446'POWER POLE AQAA4/33865, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO
 DD1446'REFUSAL, AND RECESED 07 CENTIMETERS.
 DD1446'THE MARK IS 0.25 METERS  SW FROM A WITNESS POST.
 DD1446'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 DD1446
 DD1446                          STATION RECOVERY (1990)
 DD1446
 DD1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1447 ***********************************************************************
 DD1447  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1447  DESIGNATION -  866 1684 TIDAL HB 3
 DD1447  PID         -  DD1447
 DD1447  STATE/COUNTY-  SC/GEORGETOWN
 DD1447  USGS QUAD   -  BROOKGREEN (1973)
 DD1447
 DD1447                         *CURRENT SURVEY CONTROL
 DD1447  ___________________________________________________________________
 DD1447* NAD 83(1986)-  33 30 29.     (N)    079 03 57.     (W)     SCALED    
 DD1447* NAVD 88     -         1.580  (meters)       5.18   (feet)  ADJUSTED  
 DD1447  ___________________________________________________________________
 DD1447  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1447  DYNAMIC HT  -           1.579 (meters)       5.18  (feet)  COMP
 DD1447  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DD1447
 DD1447  VERT ORDER  -  FIRST     CLASS II
 DD1447
 DD1447.The horizontal coordinates were scaled from a topographic map and have
 DD1447.an estimated accuracy of +/- 6 seconds.
 DD1447
 DD1447.The orthometric height was determined by differential leveling
 DD1447.and adjusted by the National Geodetic Survey in June 1991..
 DD1447
 DD1447.This Tidal Bench Mark is designated as VM 3847
 DD1447.by the Center for Operational Oceanographic Products and Services.
 DD1447
 DD1447.The geoid height was determined by GEOID03.
 DD1447
 DD1447.The dynamic height is computed by dividing the NAVD 88
 DD1447.geopotential number by the normal gravity value computed on the
 DD1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1447.degrees latitude (g = 980.6199 gals.).
 DD1447
 DD1447.The modeled gravity was interpolated from observed gravity values.
 DD1447
 DD1447;                    North         East    Units  Estimated Accuracy
 DD1447;SPC SC       -   187,400.      789,260.      MT  (+/- 180 meters Scaled)
 DD1447
 DD1447                          SUPERSEDED SURVEY CONTROL
 DD1447
 DD1447  NGVD 29 (05/09/91)    1.894  (m)            6.21   (f) ADJUSTED    1 2
 DD1447
 DD1447.Superseded values are not recommended for survey control.
 DD1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1447.See file dsdata.txt to determine how the superseded data were derived.
 DD1447
 DD1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT796092(NAD 83)
 DD1447_MARKER: DJ = TIDAL STATION DISK
 DD1447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1447_SP_SET: COPPER-CLAD STEEL ROD
 DD1447_STAMPING: NB-3 1975
 DD1447_MARK LOGO: NOS   
 DD1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1447+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 DD1447
 DD1447  HISTORY     - Date     Condition        Report By
 DD1447  HISTORY     - 1975     MONUMENTED       NOS
 DD1447  HISTORY     - 1986     GOOD             SCGS
 DD1447  HISTORY     - 19900501 GOOD             NGS
 DD1447
 DD1447                          STATION DESCRIPTION
 DD1447
 DD1447'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1447'7.2 KM (4.5 MI) SW FROM MURRELLS INLET.
 DD1447'7.6 KM (4.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1447'OF STATE HIGHWAY 707 IN MURRELLS INLET TO THE ENTRANCES OF THE
 DD1447'HUNTINGTON STATE PARK AND BROOKGREEN GARDENS, THENCE 0.25 KM (0.15 MI)
 DD1447'SOUTHEAST ALONG THE PARK ENTRANCE ROAD TO AN INTERSECTION AND A SMALL
 DD1447'GUARD HOUSE, THENCE 1.6 KM (1.0 MI) NORTHERLY ALONG A PAVED ROAD TO A
 DD1447'T-JUNCTION, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG A PAVED ROAD, SET
 DD1447'NEAR A 32 INCH PINE TREE IN THE VEE OF A SAND ROAD LEADING TO A CAMPER
 DD1447'WASTE DUMP SITE, 5.75 METERS (18.86 FT) NORTH NORTHEAST OF THE PINE
 DD1447'TREE, 5.0 METERS (16.4 FT) WEST SOUTHWEST OF THE CENTER OF THE SAND
 DD1447'ROAD, 6.85 METERS (22.47 FT) EAST SOUTHEAST OF THE CENTER OF THE PAVED
 DD1447'ROAD, 3.85 METERS (12.63 FT) NORTH NORTHWEST OF A 22 INCH PINE TREE,
 DD1447'ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH
 DD1447'GROUND.
 DD1447'THE MARK IS 0.23 METERS  SW FROM A WITNESS POST.
 DD1447'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 DD1447
 DD1447                          STATION RECOVERY (1990)
 DD1447
 DD1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1951 ***********************************************************************
 DD1951  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1951  DESIGNATION -  866 1684 TIDAL HB 4
 DD1951  PID         -  DD1951
 DD1951  STATE/COUNTY-  SC/GEORGETOWN
 DD1951  USGS QUAD   -  BROOKGREEN (1973)
 DD1951
 DD1951                         *CURRENT SURVEY CONTROL
 DD1951  ___________________________________________________________________
 DD1951* NAD 83(1986)-  33 30 39.     (N)    079 04 14.     (W)     SCALED    
 DD1951* NAVD 88     -         1.126  (meters)       3.69   (feet)  ADJUSTED  
 DD1951  ___________________________________________________________________
 DD1951  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1951  DYNAMIC HT  -           1.125 (meters)       3.69  (feet)  COMP
 DD1951  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DD1951
 DD1951  VERT ORDER  -  FIRST     CLASS II
 DD1951
 DD1951.The horizontal coordinates were scaled from a topographic map and have
 DD1951.an estimated accuracy of +/- 6 seconds.
 DD1951
 DD1951.The orthometric height was determined by differential leveling
 DD1951.and adjusted by the National Geodetic Survey in June 1991..
 DD1951
 DD1951.This Tidal Bench Mark is designated as VM 3848
 DD1951.by the Center for Operational Oceanographic Products and Services.
 DD1951
 DD1951.The geoid height was determined by GEOID03.
 DD1951
 DD1951.The dynamic height is computed by dividing the NAVD 88
 DD1951.geopotential number by the normal gravity value computed on the
 DD1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1951.degrees latitude (g = 980.6199 gals.).
 DD1951
 DD1951.The modeled gravity was interpolated from observed gravity values.
 DD1951
 DD1951;                    North         East    Units  Estimated Accuracy
 DD1951;SPC SC       -   187,700.      788,820.      MT  (+/- 180 meters Scaled)
 DD1951
 DD1951                          SUPERSEDED SURVEY CONTROL
 DD1951
 DD1951  NGVD 29 (03/21/89)    1.440  (m)            4.72   (f) ADJUSTED    1 2
 DD1951
 DD1951.Superseded values are not recommended for survey control.
 DD1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1951.See file dsdata.txt to determine how the superseded data were derived.
 DD1951
 DD1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT792095(NAD 83)
 DD1951_MARKER: DJ = TIDAL STATION DISK
 DD1951_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1951_SP_SET: COPPER-CLAD STEEL ROD
 DD1951_STAMPING: HB - 4 1975
 DD1951_MARK LOGO: NOS   
 DD1951_PROJECTION: RECESSED 4 CENTIMETERS
 DD1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1951_ROD/PIPE-DEPTH: 3.05 meters
 DD1951
 DD1951  HISTORY     - Date     Condition        Report By
 DD1951  HISTORY     - 1975     MONUMENTED       NOS
 DD1951  HISTORY     - 1986     GOOD             SCGS
 DD1951  HISTORY     - 19900501 MARK NOT FOUND   NGS
 DD1951  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD1951
 DD1951                          STATION DESCRIPTION
 DD1951
 DD1951'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1951'6.9 KM (4.3 MI) SW FROM MURRELLS INLET.
 DD1951'7.6 KM (4.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1951'STATE HIGHWAY 707 IN MURRELLS INLET TO THE ENTRANCES OF THE
 DD1951'HUNTINGTON STATE PARK AND BROOKGREEN GARDENS, THENCE 0.25 KM (0.15
 DD1951'MI) SOUTHEAST ALONG THE PARK ENTRANCE ROAD TO A CROSSROAD AND A SMALL
 DD1951'GUARD HOUSE, THENCE 1.0 KM (0.6 MI) NORTHEAST AND SOUTHEAST ALONG THE
 DD1951'MAIN PARK ROAD, SET NEAR THE REAR OF A WOODED PICNIC AREA, 0.2 KM
 DD1951'(0.1 MI) NORTHWEST OF THE LAGOON FLOODGATE IN THE PARK ROAD CAUSEWAY,
 DD1951'40.88 METERS (134.1 FT) WEST-SOUTHWEST OF THE CENTER OF THE ROAD,
 DD1951'8.88 METERS (29.1 FT) NORTH-NORTHWEST OF A TRIANGLE-BLAZED 29-INCH
 DD1951'PINE TREE, 63.01 METERS (206.7 FT) WEST-SOUTHWEST OF TIDAL BENCH MARK
 DD1951'866 1684 TIDAL HB 5, 11.9 METERS (39.0 FT) SOUTHWEST OF A
 DD1951'TRIANGLE-BLAZED 26-INCH OAK TREE, ADD - THE DISK STAMPING ALSO HAS A
 DD1951'CROSSED-OUT 3 BETWEEN THE DASH AND THE 4.
 DD1951'THE MARK IS 3.87 METERS  ENE FROM  A WITNESS POST
 DD1951'THE MARK IS 0.40 M BELOW THE ROAD.
 DD1951
 DD1951                          STATION RECOVERY (1990)
 DD1951
 DD1951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1951'THE DESCRIBED AREA IS NOW A GRAVELED PARKING AREA.
 DD1951
 DD1951                          STATION RECOVERY (2004)
 DD1951
 DD1951'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1444 ***********************************************************************
 DD1444  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1444  DESIGNATION -  866 1684 TIDAL HB 5
 DD1444  PID         -  DD1444
 DD1444  STATE/COUNTY-  SC/GEORGETOWN
 DD1444  USGS QUAD   -  BROOKGREEN (1973)
 DD1444
 DD1444                         *CURRENT SURVEY CONTROL
 DD1444  ___________________________________________________________________
 DD1444* NAD 83(1986)-  33 30 40.     (N)    079 04 13.     (W)     SCALED    
 DD1444* NAVD 88     -         1.670  (meters)       5.48   (feet)  ADJUSTED  
 DD1444  ___________________________________________________________________
 DD1444  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1444  DYNAMIC HT  -           1.669 (meters)       5.48  (feet)  COMP
 DD1444  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DD1444
 DD1444  VERT ORDER  -  FIRST     CLASS II
 DD1444
 DD1444.The horizontal coordinates were scaled from a topographic map and have
 DD1444.an estimated accuracy of +/- 6 seconds.
 DD1444
 DD1444.The orthometric height was determined by differential leveling
 DD1444.and adjusted by the National Geodetic Survey in June 1991..
 DD1444
 DD1444.This Tidal Bench Mark is designated as VM 3849
 DD1444.by the Center for Operational Oceanographic Products and Services.
 DD1444
 DD1444.The geoid height was determined by GEOID03.
 DD1444
 DD1444.The dynamic height is computed by dividing the NAVD 88
 DD1444.geopotential number by the normal gravity value computed on the
 DD1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1444.degrees latitude (g = 980.6199 gals.).
 DD1444
 DD1444.The modeled gravity was interpolated from observed gravity values.
 DD1444
 DD1444;                    North         East    Units  Estimated Accuracy
 DD1444;SPC SC       -   187,730.      788,850.      MT  (+/- 180 meters Scaled)
 DD1444
 DD1444                          SUPERSEDED SURVEY CONTROL
 DD1444
 DD1444  NGVD 29 (05/09/91)    1.984  (m)            6.51   (f) ADJUSTED    1 2
 DD1444
 DD1444.Superseded values are not recommended for survey control.
 DD1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1444.See file dsdata.txt to determine how the superseded data were derived.
 DD1444
 DD1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT792096(NAD 83)
 DD1444_MARKER: DJ = TIDAL STATION DISK
 DD1444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1444_SP_SET: COPPER-CLAD STEEL ROD
 DD1444_STAMPING: HB-5 1975
 DD1444_MARK LOGO: NOS   
 DD1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1444+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 DD1444
 DD1444  HISTORY     - Date     Condition        Report By
 DD1444  HISTORY     - 1975     MONUMENTED       NOS
 DD1444  HISTORY     - 1986     GOOD             SCGS
 DD1444  HISTORY     - 19900501 GOOD             NGS
 DD1444  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 DD1444  HISTORY     - 20010331 MARK NOT FOUND   NGS
 DD1444  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD1444
 DD1444                          STATION DESCRIPTION
 DD1444
 DD1444'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1444'6.9 KM (4.3 MI) SW FROM MURRELLS INLET.
 DD1444'7.6 KM (4.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1444'OF STATE HIGHWAY 707 IN MURRELLS INLET TO THE ENTRANCES OF THE
 DD1444'HUNTINGTON STATE PARK AND BROOKGREEN GARDENS, THENCE 0.25 KM (0.15 MI)
 DD1444'SOUTHEAST ALONG THE PARK ENTRANCE ROAD TO AN INTERSECTION AND A SMALL
 DD1444'GUARD HOUSE, THENCE 1.0 KM (0.6 MI) NORTHERLY ALONG A PAVED ROAD, SET
 DD1444'NEAR A Y-SHAPED LIVE OAK TREE ON THE INSIDE OF A CURVE, 8.63 METERS
 DD1444'(28.31 FT) SOUTH SOUTHEAST OF THE Y-SHAPED TREE, 11.72 METERS
 DD1444'(38.45 FT) NORTH NORTHEAST OF A 10 INCH CEDAR TREE, 16.5 METERS
 DD1444'(54.13 FT) EAST OF THE CENTER OF THE PAVED ROAD, 15.4 METERS
 DD1444'(50.52 FT) WEST OF THE EDGE OF THE MARSH, ADD-ROD DEPTH UNKNOWN,
 DD1444'REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1444'THE MARK IS 0.23 METERS  W FROM A WITNESS POST.
 DD1444'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 DD1444
 DD1444                          STATION RECOVERY (1990)
 DD1444
 DD1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1444'RECOVERED IN GOOD CONDITION.
 DD1444
 DD1444                          STATION RECOVERY (2000)
 DD1444
 DD1444'RECOVERY NOTE BY US POWER SQUADRON 2000 (EPH)
 DD1444'MARK NOT FOUND.
 DD1444
 DD1444                          STATION RECOVERY (2001)
 DD1444
 DD1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1444'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DD1444
 DD1444                          STATION RECOVERY (2004)
 DD1444
 DD1444'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1952 ***********************************************************************
 DD1952  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1952  DESIGNATION -  866 1684 TIDAL HB 6
 DD1952  PID         -  DD1952
 DD1952  STATE/COUNTY-  SC/GEORGETOWN
 DD1952  USGS QUAD   -  BROOKGREEN (1973)
 DD1952
 DD1952                         *CURRENT SURVEY CONTROL
 DD1952  ___________________________________________________________________
 DD1952* NAD 83(1986)-  33 30 35.     (N)    079 04 09.     (W)     SCALED    
 DD1952* NAVD 88     -         1.733  (meters)       5.69   (feet)  ADJUSTED  
 DD1952  ___________________________________________________________________
 DD1952  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DD1952  DYNAMIC HT  -           1.731 (meters)       5.68  (feet)  COMP
 DD1952  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DD1952
 DD1952  VERT ORDER  -  FIRST     CLASS II
 DD1952
 DD1952.The horizontal coordinates were scaled from a topographic map and have
 DD1952.an estimated accuracy of +/- 6 seconds.
 DD1952
 DD1952.The orthometric height was determined by differential leveling
 DD1952.and adjusted by the National Geodetic Survey in June 1991..
 DD1952
 DD1952.This Tidal Bench Mark is designated as VM 3850
 DD1952.by the Center for Operational Oceanographic Products and Services.
 DD1952
 DD1952.The geoid height was determined by GEOID03.
 DD1952
 DD1952.The dynamic height is computed by dividing the NAVD 88
 DD1952.geopotential number by the normal gravity value computed on the
 DD1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1952.degrees latitude (g = 980.6199 gals.).
 DD1952
 DD1952.The modeled gravity was interpolated from observed gravity values.
 DD1952
 DD1952;                    North         East    Units  Estimated Accuracy
 DD1952;SPC SC       -   187,580.      788,950.      MT  (+/- 180 meters Scaled)
 DD1952
 DD1952                          SUPERSEDED SURVEY CONTROL
 DD1952
 DD1952  NGVD 29 (03/21/89)    2.047  (m)            6.72   (f) ADJUSTED    1 2
 DD1952
 DD1952.Superseded values are not recommended for survey control.
 DD1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1952.See file dsdata.txt to determine how the superseded data were derived.
 DD1952
 DD1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT793094(NAD 83)
 DD1952_MARKER: DJ = TIDAL STATION DISK
 DD1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1952_SP_SET: CONCRETE POST
 DD1952_STAMPING: HB - 6 1986
 DD1952_MARK LOGO: NOS   
 DD1952_PROJECTION: FLUSH
 DD1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1952+STABILITY: SURFACE MOTION
 DD1952
 DD1952  HISTORY     - Date     Condition        Report By
 DD1952  HISTORY     - 1986     MONUMENTED       SCGS
 DD1952  HISTORY     - 19900501 MARK NOT FOUND   NGS
 DD1952  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 DD1952
 DD1952                          STATION DESCRIPTION
 DD1952
 DD1952'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1952'7.0 KM (4.35 MI) SW FROM MURRELLS INLET.
 DD1952'7.6 KM (4.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 DD1952'STATE HIGHWAY 707 IN MURRELLS INLET TO THE ENTRANCES OF THE
 DD1952'HUNTINGTON STATE PARK AND BROOKGREEN GARDENS, THENCE 0.25 KM (0.15
 DD1952'MI) SOUTHEAST ALONG THE PARK ENTRANCE ROAD TO A CROSSROAD AND A SMALL
 DD1952'GUARD HOUSE, THENCE 1.1 KM (0.7 MI) NORTHEAST AND SOUTHEAST ALONG THE
 DD1952'MAIN PARK ROAD, SET NEAR THE SOUTHEAST LEG OF A SIGN BOARD NEAR A
 DD1952'LAGOON FLOODGATE, 7.13 METERS (23.4 FT) SOUTHWEST OF THE ROAD, 0.52
 DD1952'METER (1.7 FT) SOUTHEAST OF THE LEG, 18.31 METERS (60.1 FT)
 DD1952'SOUTH-SOUTHEAST OF TIDAL BENCH MARK 866 1684 TIDAL 1 IN THE NORTH
 DD1952'CORNER OF THE FLOODGATE, 11.12 METERS (36.5 FT) WEST-SOUTHWEST OF THE
 DD1952'WOODEN NO PARKING SIGN POST.
 DD1952'THE MARK IS 0.35 METERS  SW FROM  A WITNESS POST
 DD1952'THE MARK IS 0.2 M BELOW THE ROAD.
 DD1952
 DD1952                          STATION RECOVERY (1990)
 DD1952
 DD1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1952'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DD1952
 DD1952                          STATION RECOVERY (2004)
 DD1952
 DD1952'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2284 ***********************************************************************
 DD2284  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2284  DESIGNATION -  866 1686 A TIDAL
 DD2284  PID         -  DD2284
 DD2284  STATE/COUNTY-  SC/GEORGETOWN
 DD2284  USGS QUAD   -  CARVERS BAY (1973)
 DD2284
 DD2284                         *CURRENT SURVEY CONTROL
 DD2284  ___________________________________________________________________
 DD2284* NAD 83(1986)-  33 30 43.     (N)    079 20 27.     (W)     SCALED    
 DD2284* NAVD 88     -         2.500  (meters)       8.20   (feet)  ADJUSTED  
 DD2284  ___________________________________________________________________
 DD2284  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DD2284  DYNAMIC HT  -           2.497 (meters)       8.19  (feet)  COMP
 DD2284  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 DD2284
 DD2284  VERT ORDER  -  FIRST     CLASS II
 DD2284
 DD2284.The horizontal coordinates were scaled from a topographic map and have
 DD2284.an estimated accuracy of +/- 6 seconds.
 DD2284
 DD2284.The orthometric height was determined by differential leveling
 DD2284.and adjusted by the National Geodetic Survey in June 1991..
 DD2284
 DD2284.This Tidal Bench Mark is designated as VM 3851
 DD2284.by the Center for Operational Oceanographic Products and Services.
 DD2284
 DD2284.The geoid height was determined by GEOID03.
 DD2284
 DD2284.The dynamic height is computed by dividing the NAVD 88
 DD2284.geopotential number by the normal gravity value computed on the
 DD2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2284.degrees latitude (g = 980.6199 gals.).
 DD2284
 DD2284.The modeled gravity was interpolated from observed gravity values.
 DD2284
 DD2284;                    North         East    Units  Estimated Accuracy
 DD2284;SPC SC       -   187,390.      763,720.      MT  (+/- 180 meters Scaled)
 DD2284
 DD2284                          SUPERSEDED SURVEY CONTROL
 DD2284
 DD2284  NGVD 29 (03/21/89)    2.805  (m)            9.20   (f) ADJUSTED    1 2
 DD2284
 DD2284.Superseded values are not recommended for survey control.
 DD2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2284.See file dsdata.txt to determine how the superseded data were derived.
 DD2284
 DD2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT541092(NAD 83)
 DD2284_MARKER: DJ = TIDAL STATION DISK
 DD2284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2284_SP_SET: STAINLESS STEEL ROD
 DD2284_STAMPING: 1686 A 1979
 DD2284_MARK LOGO: NOS   
 DD2284_PROJECTION: RECESSED 6 CENTIMETERS
 DD2284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2284_ROD/PIPE-DEPTH: 4.6  meters
 DD2284
 DD2284  HISTORY     - Date     Condition        Report By
 DD2284  HISTORY     - 1979     MONUMENTED       NOS
 DD2284  HISTORY     - 1987     GOOD             SCGS
 DD2284  HISTORY     - 19940615 MARK NOT FOUND   USPSQD
 DD2284
 DD2284                          STATION DESCRIPTION
 DD2284
 DD2284'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2284'15.9 KM (9.85 MI) NNW FROM GEORGETOWN.
 DD2284'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2284'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2284'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2284'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2284'6, THENCE 5.95 KM (3.7 MI) SOUTHERLY ALONG STATE ROAD 179, THENCE 1.6
 DD2284'KM (1.0 MI) EASTERLY ALONG A SAND ROAD TO A SHARP BEND IN THE ROAD,
 DD2284'CONTINUE 0.1 KM (0.05 MI) SOUTH ALONG THE SAND ROAD, SET NEAR A
 DD2284'31-INCH WATER OAK TREE BETWEEN A TWO-STALL GARAGE AND A BRICK HOUSE,
 DD2284'3.3 METERS (10.8 FT) SOUTH-SOUTHEAST OF THE TREE, 9.05 METERS (29.7
 DD2284'FT) NORTH OF THE NORTH CORNER OF A SCREENED PORCH OF THE HOUSE, 28.05
 DD2284'METERS (92.0 FT) EAST OF TIDAL BENCH MARK 866 1686 F TIDAL, 20.5
 DD2284'METERS (67.3 FT) NORTHWEST OF THE NORTH CORNER OF A CHAIN LINK FENCE
 DD2284'BEHIND THE HOUSE.
 DD2284
 DD2284                          STATION RECOVERY (1994)
 DD2284
 DD2284'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2280 ***********************************************************************
 DD2280  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2280  DESIGNATION -  866 1686 C TIDAL
 DD2280  PID         -  DD2280
 DD2280  STATE/COUNTY-  SC/GEORGETOWN
 DD2280  USGS QUAD   -  CARVERS BAY (1973)
 DD2280
 DD2280                         *CURRENT SURVEY CONTROL
 DD2280  ___________________________________________________________________
 DD2280* NAD 83(1986)-  33 30 43.     (N)    079 20 29.     (W)     SCALED    
 DD2280* NAVD 88     -         3.412  (meters)      11.19   (feet)  ADJUSTED  
 DD2280  ___________________________________________________________________
 DD2280  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DD2280  DYNAMIC HT  -           3.408 (meters)      11.18  (feet)  COMP
 DD2280  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DD2280
 DD2280  VERT ORDER  -  FIRST     CLASS II
 DD2280
 DD2280.The horizontal coordinates were scaled from a topographic map and have
 DD2280.an estimated accuracy of +/- 6 seconds.
 DD2280
 DD2280.The orthometric height was determined by differential leveling
 DD2280.and adjusted by the National Geodetic Survey in June 1991..
 DD2280
 DD2280.This Tidal Bench Mark is designated as VM 3852
 DD2280.by the Center for Operational Oceanographic Products and Services.
 DD2280
 DD2280.The geoid height was determined by GEOID03.
 DD2280
 DD2280.The dynamic height is computed by dividing the NAVD 88
 DD2280.geopotential number by the normal gravity value computed on the
 DD2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2280.degrees latitude (g = 980.6199 gals.).
 DD2280
 DD2280.The modeled gravity was interpolated from observed gravity values.
 DD2280
 DD2280;                    North         East    Units  Estimated Accuracy
 DD2280;SPC SC       -   187,390.      763,660.      MT  (+/- 180 meters Scaled)
 DD2280
 DD2280                          SUPERSEDED SURVEY CONTROL
 DD2280
 DD2280  NGVD 29 (03/21/89)    3.717  (m)           12.19   (f) ADJUSTED    1 2
 DD2280
 DD2280.Superseded values are not recommended for survey control.
 DD2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2280.See file dsdata.txt to determine how the superseded data were derived.
 DD2280
 DD2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT540092(NAD 83)
 DD2280_MARKER: DJ = TIDAL STATION DISK
 DD2280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2280_SP_SET: STAINLESS STEEL ROD
 DD2280_STAMPING: 1686 C 1979
 DD2280_MARK LOGO: NOS   
 DD2280_PROJECTION: FLUSH
 DD2280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2280_ROD/PIPE-DEPTH: 5.2  meters
 DD2280
 DD2280  HISTORY     - Date     Condition        Report By
 DD2280  HISTORY     - 1979     MONUMENTED       NOS
 DD2280  HISTORY     - 1987     GOOD             SCGS
 DD2280  HISTORY     - 19940615 GOOD             USPSQD
 DD2280
 DD2280                          STATION DESCRIPTION
 DD2280
 DD2280'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2280'15.9 KM (9.9 MI) NNW FROM GEORGETOWN.
 DD2280'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2280'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2280'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2280'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2280'6, THENCE 5.95 KM (3.7 MI) SOUTHERLY ALONG STATE ROAD 179, THENCE 1.6
 DD2280'KM (1.0 MI) EASTERLY ALONG A SAND ROAD TO A SHARP BEND IN THE ROAD,
 DD2280'CONTINUE 0.1 KM (0.05 MI) SOUTH ALONG THE SAND ROAD, SET NEAR A POWER
 DD2280'POLE WITH TWO GUY WIRES AND A TRANSFORMER IN THE NORTHEAST ANGLE OF A
 DD2280'DRIVEWAY LEADING TO A BRICK HOUSE, 27.7 METERS (90.9 FT)
 DD2280'WEST-NORTHWEST OF TIDAL BENCH MARK 866 1686 F TIDAL, 0.85 METER (2.8
 DD2280'FT) NORTHEAST OF THE POWER POLE, 52.7 METERS (172.9 FT)
 DD2280'WEST-NORTHWEST OF THE WEST CORNER OF THE HOUSE, 38.0 METERS (124.7
 DD2280'FT) WEST OF THE SOUTHWEST CORNER OF A TWO-STALL GARAGE, 5.33 METERS
 DD2280'(17.5 FT) WEST OF A 5-INCH HOLLY TREE.
 DD2280
 DD2280                          STATION RECOVERY (1994)
 DD2280
 DD2280'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2282 ***********************************************************************
 DD2282  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2282  DESIGNATION -  866 1686 E TIDAL
 DD2282  PID         -  DD2282
 DD2282  STATE/COUNTY-  SC/GEORGETOWN
 DD2282  USGS QUAD   -  CARVERS BAY (1973)
 DD2282
 DD2282                         *CURRENT SURVEY CONTROL
 DD2282  ___________________________________________________________________
 DD2282* NAD 83(1986)-  33 30 42.     (N)    079 20 27.     (W)     SCALED    
 DD2282* NAVD 88     -         2.750  (meters)       9.02   (feet)  ADJUSTED  
 DD2282  ___________________________________________________________________
 DD2282  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DD2282  DYNAMIC HT  -           2.747 (meters)       9.01  (feet)  COMP
 DD2282  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 DD2282
 DD2282  VERT ORDER  -  FIRST     CLASS II
 DD2282
 DD2282.The horizontal coordinates were scaled from a topographic map and have
 DD2282.an estimated accuracy of +/- 6 seconds.
 DD2282
 DD2282.The orthometric height was determined by differential leveling
 DD2282.and adjusted by the National Geodetic Survey in June 1991..
 DD2282
 DD2282.This Tidal Bench Mark is designated as VM 3853
 DD2282.by the Center for Operational Oceanographic Products and Services.
 DD2282
 DD2282.The geoid height was determined by GEOID03.
 DD2282
 DD2282.The dynamic height is computed by dividing the NAVD 88
 DD2282.geopotential number by the normal gravity value computed on the
 DD2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2282.degrees latitude (g = 980.6199 gals.).
 DD2282
 DD2282.The modeled gravity was interpolated from observed gravity values.
 DD2282
 DD2282;                    North         East    Units  Estimated Accuracy
 DD2282;SPC SC       -   187,360.      763,720.      MT  (+/- 180 meters Scaled)
 DD2282
 DD2282                          SUPERSEDED SURVEY CONTROL
 DD2282
 DD2282  NGVD 29 (03/21/89)    3.055  (m)           10.02   (f) ADJUSTED    1 2
 DD2282
 DD2282.Superseded values are not recommended for survey control.
 DD2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2282.See file dsdata.txt to determine how the superseded data were derived.
 DD2282
 DD2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT541092(NAD 83)
 DD2282_MARKER: DJ = TIDAL STATION DISK
 DD2282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2282_SP_SET: STAINLESS STEEL ROD
 DD2282_STAMPING: 1686 E 1979
 DD2282_MARK LOGO: NOS   
 DD2282_PROJECTION: FLUSH
 DD2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2282_ROD/PIPE-DEPTH: 5.5  meters
 DD2282
 DD2282  HISTORY     - Date     Condition        Report By
 DD2282  HISTORY     - 1979     MONUMENTED       NOS
 DD2282  HISTORY     - 1987     GOOD             SCGS
 DD2282  HISTORY     - 19940615 GOOD             USPSQD
 DD2282
 DD2282                          STATION DESCRIPTION
 DD2282
 DD2282'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2282'15.9 KM (9.85 MI) NNW FROM GEORGETOWN.
 DD2282'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2282'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2282'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2282'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2282'6, THENCE 5.95 KM (3.7 MI) SOUTHERLY ALONG STATE ROAD 179, THENCE 1.6
 DD2282'KM (1.0 MI) EASTERLY ALONG A SAND ROAD TO A SHARP BEND IN THE ROAD,
 DD2282'CONTINUE 0.1 KM (0.05 MI) SOUTH ALONG THE SAND ROAD, SET NEAR A
 DD2282'7-INCH SPRUCE PINE TREE ON THE SOUTH-SOUTHEAST SIDE OF A BRICK HOUSE,
 DD2282'1.37 METERS (4.5 FT) SOUTHWEST OF THE TREE, 13.17 METERS (43.2 FT)
 DD2282'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 13.0 METERS (42.6 FT)
 DD2282'SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 7.6 METERS (24.9 FT) WEST
 DD2282'OF THE NORTHWEST CORNER OF A ONE-STALL GARAGE, 5.6 METERS (18.4 FT)
 DD2282'WEST-NORTHWEST OF A 24-INCH WATER OAK TREE.
 DD2282
 DD2282                          STATION RECOVERY (1994)
 DD2282
 DD2282'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2283 ***********************************************************************
 DD2283  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2283  DESIGNATION -  866 1686 F TIDAL
 DD2283  PID         -  DD2283
 DD2283  STATE/COUNTY-  SC/GEORGETOWN
 DD2283  USGS QUAD   -  CARVERS BAY (1973)
 DD2283
 DD2283                         *CURRENT SURVEY CONTROL
 DD2283  ___________________________________________________________________
 DD2283* NAD 83(1986)-  33 30 42.     (N)    079 20 28.     (W)     SCALED    
 DD2283* NAVD 88     -         2.796  (meters)       9.17   (feet)  ADJUSTED  
 DD2283  ___________________________________________________________________
 DD2283  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DD2283  DYNAMIC HT  -           2.793 (meters)       9.16  (feet)  COMP
 DD2283  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 DD2283
 DD2283  VERT ORDER  -  FIRST     CLASS II
 DD2283
 DD2283.The horizontal coordinates were scaled from a topographic map and have
 DD2283.an estimated accuracy of +/- 6 seconds.
 DD2283
 DD2283.The orthometric height was determined by differential leveling
 DD2283.and adjusted by the National Geodetic Survey in June 1991..
 DD2283
 DD2283.This Tidal Bench Mark is designated as VM 3854
 DD2283.by the Center for Operational Oceanographic Products and Services.
 DD2283
 DD2283.The geoid height was determined by GEOID03.
 DD2283
 DD2283.The dynamic height is computed by dividing the NAVD 88
 DD2283.geopotential number by the normal gravity value computed on the
 DD2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2283.degrees latitude (g = 980.6199 gals.).
 DD2283
 DD2283.The modeled gravity was interpolated from observed gravity values.
 DD2283
 DD2283;                    North         East    Units  Estimated Accuracy
 DD2283;SPC SC       -   187,360.      763,690.      MT  (+/- 180 meters Scaled)
 DD2283
 DD2283                          SUPERSEDED SURVEY CONTROL
 DD2283
 DD2283  NGVD 29 (03/21/89)    3.101  (m)           10.17   (f) ADJUSTED    1 2
 DD2283
 DD2283.Superseded values are not recommended for survey control.
 DD2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2283.See file dsdata.txt to determine how the superseded data were derived.
 DD2283
 DD2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT540092(NAD 83)
 DD2283_MARKER: DJ = TIDAL STATION DISK
 DD2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2283_SP_SET: CONCRETE POST
 DD2283_STAMPING: 1686 F 1982
 DD2283_MARK LOGO: NOS   
 DD2283_PROJECTION: RECESSED 6 CENTIMETERS
 DD2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2283+STABILITY: SURFACE MOTION
 DD2283
 DD2283  HISTORY     - Date     Condition        Report By
 DD2283  HISTORY     - 1982     MONUMENTED       NOS
 DD2283  HISTORY     - 1987     GOOD             SCGS
 DD2283  HISTORY     - 19940615 GOOD             USPSQD
 DD2283
 DD2283                          STATION DESCRIPTION
 DD2283
 DD2283'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2283'15.9 KM (9.85 MI) NNW FROM GEORGETOWN.
 DD2283'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2283'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2283'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2283'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2283'6, THENCE 5.95 KM (3.7 MI) SOUTHERLY ALONG STATE ROAD 179, THENCE 1.6
 DD2283'KM (1.0 MI) EASTERLY ALONG A SAND ROAD TO A SHARP BEND IN THE ROAD,
 DD2283'CONTINUE 0.1 KM (0.05 MI) SOUTH ALONG THE SAND ROAD, SET NEAR A POWER
 DD2283'POLE WITH A SECURITY LIGHT ON THE WEST SIDE OF A WELL, IN THE YARD OF
 DD2283'A BRICK HOUSE, 1.1 METERS (3.6 FT) NORTH-NORTHWEST OF THE POWER POLE,
 DD2283'0.9 METER (3.0 FT) SOUTHWEST OF THE WEST CORNER OF THE WELL, 25.17
 DD2283'METERS (82.6 FT) WEST-NORTHWEST OF THE WEST CORNER OF THE HOUSE,
 DD2283'52.38 METERS (171.8 FT) NORTH OF TIDAL BENCH MARK 866 1686 G TIDAL.
 DD2283
 DD2283                          STATION RECOVERY (1994)
 DD2283
 DD2283'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2281 ***********************************************************************
 DD2281  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2281  DESIGNATION -  866 1686 G TIDAL
 DD2281  PID         -  DD2281
 DD2281  STATE/COUNTY-  SC/GEORGETOWN
 DD2281  USGS QUAD   -  CARVERS BAY (1973)
 DD2281
 DD2281                         *CURRENT SURVEY CONTROL
 DD2281  ___________________________________________________________________
 DD2281* NAD 83(1986)-  33 30 41.     (N)    079 20 28.     (W)     SCALED    
 DD2281* NAVD 88     -         3.266  (meters)      10.72   (feet)  ADJUSTED  
 DD2281  ___________________________________________________________________
 DD2281  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DD2281  DYNAMIC HT  -           3.262 (meters)      10.70  (feet)  COMP
 DD2281  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 DD2281
 DD2281  VERT ORDER  -  FIRST     CLASS II
 DD2281
 DD2281.The horizontal coordinates were scaled from a topographic map and have
 DD2281.an estimated accuracy of +/- 6 seconds.
 DD2281
 DD2281.The orthometric height was determined by differential leveling
 DD2281.and adjusted by the National Geodetic Survey in June 1991..
 DD2281
 DD2281.This Tidal Bench Mark is designated as VM 3855
 DD2281.by the Center for Operational Oceanographic Products and Services.
 DD2281
 DD2281.The geoid height was determined by GEOID03.
 DD2281
 DD2281.The dynamic height is computed by dividing the NAVD 88
 DD2281.geopotential number by the normal gravity value computed on the
 DD2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2281.degrees latitude (g = 980.6199 gals.).
 DD2281
 DD2281.The modeled gravity was interpolated from observed gravity values.
 DD2281
 DD2281;                    North         East    Units  Estimated Accuracy
 DD2281;SPC SC       -   187,330.      763,690.      MT  (+/- 180 meters Scaled)
 DD2281
 DD2281                          SUPERSEDED SURVEY CONTROL
 DD2281
 DD2281  NGVD 29 (03/21/89)    3.571  (m)           11.72   (f) ADJUSTED    1 2
 DD2281
 DD2281.Superseded values are not recommended for survey control.
 DD2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2281.See file dsdata.txt to determine how the superseded data were derived.
 DD2281
 DD2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT540092(NAD 83)
 DD2281_MARKER: DJ = TIDAL STATION DISK
 DD2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2281_SP_SET: CONCRETE POST
 DD2281_STAMPING: 1686 G 1982
 DD2281_MARK LOGO: NOS   
 DD2281_PROJECTION: FLUSH
 DD2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2281+STABILITY: SURFACE MOTION
 DD2281
 DD2281  HISTORY     - Date     Condition        Report By
 DD2281  HISTORY     - 1982     MONUMENTED       NOS
 DD2281  HISTORY     - 1987     GOOD             SCGS
 DD2281  HISTORY     - 19940615 GOOD             USPSQD
 DD2281
 DD2281                          STATION DESCRIPTION
 DD2281
 DD2281'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2281'15.9 KM (9.9 MI) NNW FROM GEORGETOWN.
 DD2281'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2281'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2281'(CHURCH STREET) IN GEORGETOWN, THENCE 11.2 KM (6.95 MI) NORTHWEST
 DD2281'ALONG STATE ROAD 4, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE ROAD
 DD2281'6, THENCE 5.95 KM (3.7 MI) SOUTHERLY ALONG STATE ROAD 179, THENCE 1.6
 DD2281'KM (1.0 MI) EASTERLY ALONG THE SAND ROAD TO A SHARP BEND IN THE ROAD,
 DD2281'CONTINUE 0.1 KM (0.05 MI) SOUTH ALONG THE SAND ROAD, SET NEAR A POWER
 DD2281'POLE WITH A GUY WIRE IN THE SOUTH CORNER OF THE YARD OF A BRICK
 DD2281'HOUSE, 1.55 METERS (5.1 FT) SOUTH-SOUTHEAST OF THE POWER POLE, 37.05
 DD2281'METERS (121.6 FT) SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 38.8
 DD2281'METERS (127.3 FT) WEST-SOUTHWEST OF TIDAL BENCH MARK 866 1686 E
 DD2281'TIDAL.
 DD2281
 DD2281                          STATION RECOVERY (1994)
 DD2281
 DD2281'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2177 ***********************************************************************
 DD2177  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2177  DESIGNATION -  866 1734 A TIDAL
 DD2177  PID         -  DD2177
 DD2177  STATE/COUNTY-  SC/GEORGETOWN
 DD2177  USGS QUAD   -  RHEMS (1973)
 DD2177
 DD2177                         *CURRENT SURVEY CONTROL
 DD2177  ___________________________________________________________________
 DD2177* NAD 83(1986)-  33 30 01.     (N)    079 27 27.     (W)     SCALED    
 DD2177* NAVD 88     -         6.989  (meters)      22.93   (feet)  ADJUSTED  
 DD2177  ___________________________________________________________________
 DD2177  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DD2177  DYNAMIC HT  -           6.982 (meters)      22.91  (feet)  COMP
 DD2177  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DD2177
 DD2177  VERT ORDER  -  FIRST     CLASS II
 DD2177
 DD2177.The horizontal coordinates were scaled from a topographic map and have
 DD2177.an estimated accuracy of +/- 6 seconds.
 DD2177
 DD2177.The orthometric height was determined by differential leveling
 DD2177.and adjusted by the National Geodetic Survey in June 1991..
 DD2177
 DD2177.This Tidal Bench Mark is designated as VM 3865
 DD2177.by the Center for Operational Oceanographic Products and Services.
 DD2177
 DD2177.The geoid height was determined by GEOID03.
 DD2177
 DD2177.The dynamic height is computed by dividing the NAVD 88
 DD2177.geopotential number by the normal gravity value computed on the
 DD2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2177.degrees latitude (g = 980.6199 gals.).
 DD2177
 DD2177.The modeled gravity was interpolated from observed gravity values.
 DD2177
 DD2177;                    North         East    Units  Estimated Accuracy
 DD2177;SPC SC       -   185,930.      752,900.      MT  (+/- 180 meters Scaled)
 DD2177
 DD2177                          SUPERSEDED SURVEY CONTROL
 DD2177
 DD2177  NGVD 29 (03/21/89)    7.292  (m)           23.92   (f) ADJUSTED    1 2
 DD2177
 DD2177.Superseded values are not recommended for survey control.
 DD2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2177.See file dsdata.txt to determine how the superseded data were derived.
 DD2177
 DD2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT432078(NAD 83)
 DD2177_MARKER: DJ = TIDAL STATION DISK
 DD2177_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD2177_SP_SET: GALVANIZED STEEL ROD
 DD2177_STAMPING: 1734 A 1981
 DD2177_MARK LOGO: NOS   
 DD2177_PROJECTION: FLUSH
 DD2177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2177_ROD/PIPE-DEPTH: 5.5  meters
 DD2177
 DD2177  HISTORY     - Date     Condition        Report By
 DD2177  HISTORY     - 1981     MONUMENTED       NOS
 DD2177  HISTORY     - 1987     GOOD             SCGS
 DD2177  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 DD2177  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2177
 DD2177                          STATION DESCRIPTION
 DD2177
 DD2177'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2177'11.0 KM (6.85 MI) ENE FROM ANDREWS.
 DD2177'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2177'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2177'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 1.85 KM (1.15 MI)
 DD2177'NORTHEAST ALONG HIGHWAY 41, THENCE 5.15 KM (3.2 MI) EASTERLY ALONG
 DD2177'STATE ROAD 38, THENCE 2.5 KM (1.55 MI) NORTHEASTERLY ALONG THE
 DD2177'ENTRANCE ROAD TO THE MOUNT PLEASANT PLANTATION TO A T-JUNCTION OF A
 DD2177'SAND ROAD, THENCE 0.1 KM (0.05 MI) WEST ALONG THE SAND ROAD, THENCE
 DD2177'0.25 KM (0.15 MI) SOUTHEAST AND SOUTHWEST ALONG THE RIGHT FORK TO A
 DD2177'WOODEN THREE-STALL GARAGE, THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG A
 DD2177'CONCRETE DRIVEWAY ON THE SOUTHEAST SIDE OF THE GARAGE, SET NEAR A
 DD2177'POWER POLE IN THE NORTH ANGLE OF A TURN-AROUND ROAD, 8.7 METERS (28.5
 DD2177'FT) NORTH-NORTHWEST OF THE CENTER OF A CONCRETE DRIVEWAY LEADING TO A
 DD2177'BRICK HOUSE, 3.35 METERS (11.0 FT) EAST-NORTHEAST OF THE CENTER OF
 DD2177'THE TURN-AROUND ROAD, 1.07 METERS (3.5 FT) SOUTHWEST OF THE POWER
 DD2177'POLE, 33.35 METERS (109.4 FT) NORTHEAST OF THE NORTH CORNER OF THE
 DD2177'NORTHEAST WING OF A BRICK HOUSE, 30.53 METERS (100.2 FT)
 DD2177'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A BRICK COTTAGE.
 DD2177'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DD2177
 DD2177                          STATION RECOVERY (1994)
 DD2177
 DD2177'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2177'MARK NOT FOUND.
 DD2177
 DD2177                          STATION RECOVERY (2006)
 DD2177
 DD2177'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2177'SEARCHED 20 MINUTES, INADEQUATE REFERENCE OBJECTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2176 ***********************************************************************
 DD2176  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2176  DESIGNATION -  866 1734 B TIDAL
 DD2176  PID         -  DD2176
 DD2176  STATE/COUNTY-  SC/GEORGETOWN
 DD2176  USGS QUAD   -  RHEMS (1973)
 DD2176
 DD2176                         *CURRENT SURVEY CONTROL
 DD2176  ___________________________________________________________________
 DD2176* NAD 83(1986)-  33 30 03.     (N)    079 27 27.     (W)     SCALED    
 DD2176* NAVD 88     -        12.296  (meters)      40.34   (feet)  ADJUSTED  
 DD2176  ___________________________________________________________________
 DD2176  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DD2176  DYNAMIC HT  -          12.283 (meters)      40.30  (feet)  COMP
 DD2176  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 DD2176
 DD2176  VERT ORDER  -  FIRST     CLASS II
 DD2176
 DD2176.The horizontal coordinates were scaled from a topographic map and have
 DD2176.an estimated accuracy of +/- 6 seconds.
 DD2176
 DD2176.The orthometric height was determined by differential leveling
 DD2176.and adjusted by the National Geodetic Survey in June 1991..
 DD2176
 DD2176.This Tidal Bench Mark is designated as VM 3866
 DD2176.by the Center for Operational Oceanographic Products and Services.
 DD2176
 DD2176.The geoid height was determined by GEOID03.
 DD2176
 DD2176.The dynamic height is computed by dividing the NAVD 88
 DD2176.geopotential number by the normal gravity value computed on the
 DD2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2176.degrees latitude (g = 980.6199 gals.).
 DD2176
 DD2176.The modeled gravity was interpolated from observed gravity values.
 DD2176
 DD2176;                    North         East    Units  Estimated Accuracy
 DD2176;SPC SC       -   185,990.      752,900.      MT  (+/- 180 meters Scaled)
 DD2176
 DD2176                          SUPERSEDED SURVEY CONTROL
 DD2176
 DD2176  NGVD 29 (03/21/89)   12.599  (m)           41.34   (f) ADJUSTED    1 2
 DD2176
 DD2176.Superseded values are not recommended for survey control.
 DD2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2176.See file dsdata.txt to determine how the superseded data were derived.
 DD2176
 DD2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT432078(NAD 83)
 DD2176_MARKER: DJ = TIDAL STATION DISK
 DD2176_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD2176_SP_SET: GALVANIZED STEEL ROD
 DD2176_STAMPING: 1734 B 1981
 DD2176_MARK LOGO: NOS   
 DD2176_PROJECTION: FLUSH
 DD2176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2176_ROD/PIPE-DEPTH: 9.1  meters
 DD2176
 DD2176  HISTORY     - Date     Condition        Report By
 DD2176  HISTORY     - 1981     MONUMENTED       NOS
 DD2176  HISTORY     - 1987     GOOD             SCGS
 DD2176  HISTORY     - 19940614 GOOD             USPSQD
 DD2176
 DD2176                          STATION DESCRIPTION
 DD2176
 DD2176'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2176'11.1 KM (6.9 MI) ENE FROM ANDREWS.
 DD2176'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2176'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2176'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 1.85 KM (1.15 MI)
 DD2176'NORTHEAST ALONG HIGHWAY 41, THENCE 5.15 KM (3.2 MI) EASTERLY ALONG
 DD2176'STATE ROAD 38, THENCE 2.5 KM (1.55 MI) NORTHEASTERLY ALONG THE
 DD2176'ENTRANCE ROAD TO THE MOUNT PLEASANT PLANTATION TO THE T-JUNCTION OF A
 DD2176'SAND ROAD, THENCE 0.1 KM (0.05 MI) WEST ALONG THE SAND ROAD, THENCE
 DD2176'0.25 KM (0.15 MI) SOUTHEAST AND SOUTHWEST ALONG THE RIGHT FORK TO A
 DD2176'WOODEN THREE-STALL GARAGE, THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG
 DD2176'THE SAND ROAD, SET NEAR A PAIR OF 8-INCH DOGWOOD TREES, 7.2 METERS
 DD2176'(23.6 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 35.1 METERS (115.2 FT)
 DD2176'NORTH OF A POWER POLE WITH A TRANSFORMER AND TWO GUY WIRES, 12.4
 DD2176'METERS (40.7 FT) NORTH-NORTHEAST OF A 46-INCH DOUBLE-TRUNKED SWEETGUM
 DD2176'TREE, 74.5 METERS (244.4 FT) EAST-SOUTHEAST OF THE SOUTH CORNER OF A
 DD2176'SMALL CONCRETE BLOCK HOUSE.
 DD2176'THE MARK IS 1.2 METERS  N FROM  A WITNESS POST
 DD2176'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD.
 DD2176
 DD2176                          STATION RECOVERY (1994)
 DD2176
 DD2176'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2175 ***********************************************************************
 DD2175  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2175  DESIGNATION -  866 1734 C TIDAL
 DD2175  PID         -  DD2175
 DD2175  STATE/COUNTY-  SC/GEORGETOWN
 DD2175  USGS QUAD   -  RHEMS (1973)
 DD2175
 DD2175                         *CURRENT SURVEY CONTROL
 DD2175  ___________________________________________________________________
 DD2175* NAD 83(1986)-  33 30 07.     (N)    079 27 28.     (W)     SCALED    
 DD2175* NAVD 88     -        11.894  (meters)      39.02   (feet)  ADJUSTED  
 DD2175  ___________________________________________________________________
 DD2175  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DD2175  DYNAMIC HT  -          11.882 (meters)      38.98  (feet)  COMP
 DD2175  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DD2175
 DD2175  VERT ORDER  -  FIRST     CLASS II
 DD2175
 DD2175.The horizontal coordinates were scaled from a topographic map and have
 DD2175.an estimated accuracy of +/- 6 seconds.
 DD2175
 DD2175.The orthometric height was determined by differential leveling
 DD2175.and adjusted by the National Geodetic Survey in June 1991..
 DD2175
 DD2175.This Tidal Bench Mark is designated as VM 3867
 DD2175.by the Center for Operational Oceanographic Products and Services.
 DD2175
 DD2175.The geoid height was determined by GEOID03.
 DD2175
 DD2175.The dynamic height is computed by dividing the NAVD 88
 DD2175.geopotential number by the normal gravity value computed on the
 DD2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2175.degrees latitude (g = 980.6199 gals.).
 DD2175
 DD2175.The modeled gravity was interpolated from observed gravity values.
 DD2175
 DD2175;                    North         East    Units  Estimated Accuracy
 DD2175;SPC SC       -   186,110.      752,870.      MT  (+/- 180 meters Scaled)
 DD2175
 DD2175                          SUPERSEDED SURVEY CONTROL
 DD2175
 DD2175  NGVD 29 (03/21/89)   12.197  (m)           40.02   (f) ADJUSTED    1 2
 DD2175
 DD2175.Superseded values are not recommended for survey control.
 DD2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2175.See file dsdata.txt to determine how the superseded data were derived.
 DD2175
 DD2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT432079(NAD 83)
 DD2175_MARKER: DJ = TIDAL STATION DISK
 DD2175_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD2175_SP_SET: GALVANIZED STEEL ROD
 DD2175_STAMPING: 1734 C 1981
 DD2175_MARK LOGO: NOS   
 DD2175_PROJECTION: FLUSH
 DD2175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2175_ROD/PIPE-DEPTH: 10.7 meters
 DD2175
 DD2175  HISTORY     - Date     Condition        Report By
 DD2175  HISTORY     - 1981     MONUMENTED       NOS
 DD2175  HISTORY     - 1987     GOOD             SCGS
 DD2175  HISTORY     - 19940614 GOOD             USPSQD
 DD2175  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD2175
 DD2175                          STATION DESCRIPTION
 DD2175
 DD2175'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2175'11.1 KM (6.9 MI) ENE FROM ANDREWS.
 DD2175'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 41 (MORGAN AVENUE)
 DD2175'FROM THE JUNCTION OF U.S. HIGHWAY 521 (MAIN STREET) IN ANDREWS TO
 DD2175'THE JUNCTION OF STATE HIGHWAY 527, CONTINUE 1.85 KM (1.15 MI)
 DD2175'NORTHEAST ALONG HIGHWAY 41, THENCE 5.15 KM (3.2 MI) EASTERLY ALONG
 DD2175'STATE ROAD 38, THENCE 2.5 KM (1.55 MI) NORTHEASTERLY ALONG THE
 DD2175'ENTRANCE ROAD TO THE MOUNT PLEASANT PLANTATION TO A T-JUNCTION OF A
 DD2175'SAND ROAD, THENCE 0.1 KM (0.05 MI) EAST-SOUTHEAST ALONG THE SAND
 DD2175'ROAD, SET NEAR A POWER WITH TWO GUY WIRES AT THE WEST END OF A
 DD2175'STABLE, 17.7 METERS (58.1 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 DD2175'ROAD, 1.88 METERS (6.2 FT) WEST-NORTHWEST OF THE POWER POLE, 13.55
 DD2175'METERS (44.5 FT) WEST OF THE NORTHWEST CORNER OF THE BRICK FOUNDATION
 DD2175'OF THE STABLE, 21.33 METERS (70.0 FT) EAST-NORTHEAST OF THE POST AT
 DD2175'THE END OF A BOARD FENCE AND THE START OF A BARBED WIRE FENCE.
 DD2175'THE MARK IS 2.95 METERS  SW FROM  A WITNESS POST
 DD2175'THE MARK IS 0.30 M ABOVE THE ROAD.
 DD2175
 DD2175                          STATION RECOVERY (1994)
 DD2175
 DD2175'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2175'RECOVERED IN GOOD CONDITION.
 DD2175
 DD2175                          STATION RECOVERY (2006)
 DD2175
 DD2175'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD2175'SEARCHED 20 MINUTES, INADEQUATE REFERENCE OBJECTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2243 ***********************************************************************
 DD2243  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2243  DESIGNATION -  866 1741 A TIDAL
 DD2243  PID         -  DD2243
 DD2243  STATE/COUNTY-  SC/GEORGETOWN
 DD2243  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2243
 DD2243                         *CURRENT SURVEY CONTROL
 DD2243  ___________________________________________________________________
 DD2243* NAD 83(1986)-  33 28 58.     (N)    079 10 41.     (W)     SCALED    
 DD2243* NAVD 88     -         0.718  (meters)       2.36   (feet)  ADJUSTED  
 DD2243  ___________________________________________________________________
 DD2243  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DD2243  DYNAMIC HT  -           0.717 (meters)       2.35  (feet)  COMP
 DD2243  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DD2243
 DD2243  VERT ORDER  -  FIRST     CLASS II
 DD2243
 DD2243.The horizontal coordinates were scaled from a topographic map and have
 DD2243.an estimated accuracy of +/- 6 seconds.
 DD2243
 DD2243.The orthometric height was determined by differential leveling
 DD2243.and adjusted by the National Geodetic Survey in June 1991..
 DD2243
 DD2243.This Tidal Bench Mark is designated as VM 3868
 DD2243.by the Center for Operational Oceanographic Products and Services.
 DD2243
 DD2243.The geoid height was determined by GEOID03.
 DD2243
 DD2243.The dynamic height is computed by dividing the NAVD 88
 DD2243.geopotential number by the normal gravity value computed on the
 DD2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2243.degrees latitude (g = 980.6199 gals.).
 DD2243
 DD2243.The modeled gravity was interpolated from observed gravity values.
 DD2243
 DD2243;                    North         East    Units  Estimated Accuracy
 DD2243;SPC SC       -   184,410.      778,890.      MT  (+/- 180 meters Scaled)
 DD2243
 DD2243                          SUPERSEDED SURVEY CONTROL
 DD2243
 DD2243  NGVD 29 (03/21/89)    1.024  (m)            3.36   (f) ADJUSTED    1 2
 DD2243
 DD2243.Superseded values are not recommended for survey control.
 DD2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2243.See file dsdata.txt to determine how the superseded data were derived.
 DD2243
 DD2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT692062(NAD 83)
 DD2243_MARKER: DJ = TIDAL STATION DISK
 DD2243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2243_SP_SET: STAINLESS STEEL ROD
 DD2243_STAMPING: 1741 A 1982
 DD2243_MARK LOGO: NOS   
 DD2243_PROJECTION: FLUSH
 DD2243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2243_ROD/PIPE-DEPTH: 3.05 meters
 DD2243
 DD2243  HISTORY     - Date     Condition        Report By
 DD2243  HISTORY     - 1982     MONUMENTED       NOS
 DD2243  HISTORY     - 1987     GOOD             SCGS
 DD2243
 DD2243                          STATION DESCRIPTION
 DD2243
 DD2243'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2243'15.6 KM (9.7 MI) NE FROM GEORGETOWN.
 DD2243'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2243'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2243'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2243'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2243'STATE ROAD 52, THENCE 6.05 KM (3.75 MI) NORTHEAST ALONG ROAD 52,
 DD2243'THENCE 0.4 KM (0.25 MI) EAST-SOUTHEAST ALONG THE ARUNDEL PLANTATION
 DD2243'ENTRANCE ROAD TO THE MAIN ENTRANCE, CONTINUE 0.7 KM (0.45 MI)
 DD2243'EAST-SOUTHEAST ALONG THE ENTRANCE ROAD TO A T-JUNCTION FORMED BY A
 DD2243'CIRCLE DRIVEWAY FOR THE MAIN HOUSE, THENCE 0.1 KM (0.05 MI)
 DD2243'SOUTHEASTERLY ALONG THE DRIVEWAY TO A FORK, CONTINUE 0.1 KM (0.05 MI)
 DD2243'EASTERLY (LEFT FORK) ALONG THE CIRCLE DRIVEWAY, SET NEAR THE HIGH
 DD2243'WATER LINE, SOUTHEAST OF THE MAIN HOUSE, 0.75 METER (2.5 FT)
 DD2243'NORTHWEST OF THE EDGE OF THE HIGH WATER LINE, 19.2 METERS (63.0 FT)
 DD2243'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 16.7 METERS (54.8 FT) SOUTH
 DD2243'OF A 34-INCH PINE TREE, 14.0 METERS (45.9 FT) NORTHEAST OF A 80-INCH
 DD2243'DOUBLE-TRUNKED LIVE OAK TREE.
 DD2243'THE MARK IS 2.0 M BELOW THE CIRCLE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2242 ***********************************************************************
 DD2242  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2242  DESIGNATION -  866 1741 B TIDAL
 DD2242  PID         -  DD2242
 DD2242  STATE/COUNTY-  SC/GEORGETOWN
 DD2242  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2242
 DD2242                         *CURRENT SURVEY CONTROL
 DD2242  ___________________________________________________________________
 DD2242* NAD 83(1986)-  33 28 57.     (N)    079 10 44.     (W)     SCALED    
 DD2242* NAVD 88     -         3.529  (meters)      11.58   (feet)  ADJUSTED  
 DD2242  ___________________________________________________________________
 DD2242  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DD2242  DYNAMIC HT  -           3.525 (meters)      11.56  (feet)  COMP
 DD2242  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DD2242
 DD2242  VERT ORDER  -  FIRST     CLASS II
 DD2242
 DD2242.The horizontal coordinates were scaled from a topographic map and have
 DD2242.an estimated accuracy of +/- 6 seconds.
 DD2242
 DD2242.The orthometric height was determined by differential leveling
 DD2242.and adjusted by the National Geodetic Survey in June 1991..
 DD2242
 DD2242.This Tidal Bench Mark is designated as VM 3869
 DD2242.by the Center for Operational Oceanographic Products and Services.
 DD2242
 DD2242.The geoid height was determined by GEOID03.
 DD2242
 DD2242.The dynamic height is computed by dividing the NAVD 88
 DD2242.geopotential number by the normal gravity value computed on the
 DD2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2242.degrees latitude (g = 980.6199 gals.).
 DD2242
 DD2242.The modeled gravity was interpolated from observed gravity values.
 DD2242
 DD2242;                    North         East    Units  Estimated Accuracy
 DD2242;SPC SC       -   184,380.      778,810.      MT  (+/- 180 meters Scaled)
 DD2242
 DD2242                          SUPERSEDED SURVEY CONTROL
 DD2242
 DD2242  NGVD 29 (03/21/89)    3.835  (m)           12.58   (f) ADJUSTED    1 2
 DD2242
 DD2242.Superseded values are not recommended for survey control.
 DD2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2242.See file dsdata.txt to determine how the superseded data were derived.
 DD2242
 DD2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT692062(NAD 83)
 DD2242_MARKER: DJ = TIDAL STATION DISK
 DD2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2242_SP_SET: CONCRETE POST
 DD2242_STAMPING: 1741 B 1982
 DD2242_MARK LOGO: NOS   
 DD2242_PROJECTION: PROJECTING 2 CENTIMETERS
 DD2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2242+STABILITY: SURFACE MOTION
 DD2242
 DD2242  HISTORY     - Date     Condition        Report By
 DD2242  HISTORY     - 1982     MONUMENTED       NOS
 DD2242  HISTORY     - 1987     GOOD             SCGS
 DD2242
 DD2242                          STATION DESCRIPTION
 DD2242
 DD2242'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2242'15.6 KM (9.7 MI) NE FROM GEORGETOWN.
 DD2242'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2242'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2242'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2242'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2242'STATE ROAD 52, THENCE 6.05 KM (3.75 MI) NORTHEAST ALONG ROAD 52,
 DD2242'THENCE 0.4 KM (0.25 MI) EAST-SOUTHEAST ALONG THE ARUNDEL PLANTATION
 DD2242'ENTRANCE ROAD TO THE MAIN ENTRANCE, CONTINUE 0.7 KM (0.45 MI)
 DD2242'EAST-SOUTHEAST ALONG THE ENTRANCE ROAD TO A T-JUNCTION FORMED BY A
 DD2242'CIRCLE DRIVEWAY FOR THE MAIN HOUSE, THENCE 0.1 KM (0.05 MI)
 DD2242'SOUTHEASTERLY ALONG THE DRIVEWAY TO A FORK, THENCE 0.1 KM (0.05 MI)
 DD2242'SOUTHEAST (RIGHT FORK) ALONG A DRIVEWAY, SET NEAR THE EAST SIDE OF A
 DD2242'WOODEN SHED IN FRONT OF A WOODEN HOUSE, 2.0 METERS (6.6 FT) SOUTHEAST
 DD2242'OF THE NORTHEAST CORNER OF THE SHED, 1.45 METERS (4.8 FT) EAST OF THE
 DD2242'EAST SIDE OF THE SHED, 2.85 METERS (9.4 FT) NORTH OF A 31-INCH CEDAR
 DD2242'TREE, 66.1 METERS (216.9 FT) EAST-NORTHEAST OF TIDAL BENCH MARK 866
 DD2242'1741 A TIDAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2241 ***********************************************************************
 DD2241  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2241  DESIGNATION -  866 1741 C TIDAL
 DD2241  PID         -  DD2241
 DD2241  STATE/COUNTY-  SC/GEORGETOWN
 DD2241  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2241
 DD2241                         *CURRENT SURVEY CONTROL
 DD2241  ___________________________________________________________________
 DD2241* NAD 83(1986)-  33 29 00.     (N)    079 10 47.     (W)     SCALED    
 DD2241* NAVD 88     -         3.254  (meters)      10.68   (feet)  ADJUSTED  
 DD2241  ___________________________________________________________________
 DD2241  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DD2241  DYNAMIC HT  -           3.250 (meters)      10.66  (feet)  COMP
 DD2241  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 DD2241
 DD2241  VERT ORDER  -  FIRST     CLASS II
 DD2241
 DD2241.The horizontal coordinates were scaled from a topographic map and have
 DD2241.an estimated accuracy of +/- 6 seconds.
 DD2241
 DD2241.The orthometric height was determined by differential leveling
 DD2241.and adjusted by the National Geodetic Survey in June 1991..
 DD2241
 DD2241.This Tidal Bench Mark is designated as VM 3870
 DD2241.by the Center for Operational Oceanographic Products and Services.
 DD2241
 DD2241.The geoid height was determined by GEOID03.
 DD2241
 DD2241.The dynamic height is computed by dividing the NAVD 88
 DD2241.geopotential number by the normal gravity value computed on the
 DD2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2241.degrees latitude (g = 980.6199 gals.).
 DD2241
 DD2241.The modeled gravity was interpolated from observed gravity values.
 DD2241
 DD2241;                    North         East    Units  Estimated Accuracy
 DD2241;SPC SC       -   184,470.      778,730.      MT  (+/- 180 meters Scaled)
 DD2241
 DD2241                          SUPERSEDED SURVEY CONTROL
 DD2241
 DD2241  NGVD 29 (03/21/89)    3.560  (m)           11.68   (f) ADJUSTED    1 2
 DD2241
 DD2241.Superseded values are not recommended for survey control.
 DD2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2241.See file dsdata.txt to determine how the superseded data were derived.
 DD2241
 DD2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT691063(NAD 83)
 DD2241_MARKER: DJ = TIDAL STATION DISK
 DD2241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2241_SP_SET: STAINLESS STEEL ROD
 DD2241_STAMPING: 1741 C 1982
 DD2241_MARK LOGO: NOS   
 DD2241_PROJECTION: FLUSH
 DD2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2241_ROD/PIPE-DEPTH: 11.0 meters
 DD2241
 DD2241  HISTORY     - Date     Condition        Report By
 DD2241  HISTORY     - 1982     MONUMENTED       NOS
 DD2241  HISTORY     - 1987     GOOD             SCGS
 DD2241
 DD2241                          STATION DESCRIPTION
 DD2241
 DD2241'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2241'15.6 KM (9.7 MI) NE FROM GEORGETOWN.
 DD2241'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2241'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2241'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2241'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2241'STATE ROAD 52, THENCE 6.05 KM (3.75 MI) NORTHEAST ALONG ROAD 52,
 DD2241'THENCE 0.4 KM (0.25 MI) EAST-SOUTHEAST ALONG THE ARUNDEL PLANTATION
 DD2241'ENTRANCE ROAD TO THE MAIN ENTRANCE, CONTINUE 0.7 KM (0.45 MI)
 DD2241'EAST-SOUTHEAST ALONG THE ENTRANCE ROAD, SET NEAR A POWER POLE ON THE
 DD2241'EAST SIDE OF A TENNIS COURT, 0.75 METER (2.5 FT) SOUTHWEST OF THE
 DD2241'POWER POLE WITH LIGHTS FOR THE TENNIS COURT, 10.0 METERS (32.8 FT)
 DD2241'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE CHAIN LINK FENCE
 DD2241'SURROUNDING THE COURT, 0.56 METER (1.8 FT) EAST OF THE SIDE OF THE
 DD2241'COURT, 14.35 METERS (47.1 FT) WEST-SOUTHWEST OF THE CENTER OF A
 DD2241'CIRCLE DRIVEWAY FOR THE MAIN HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2240 ***********************************************************************
 DD2240  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2240  DESIGNATION -  866 1741 D TIDAL
 DD2240  PID         -  DD2240
 DD2240  STATE/COUNTY-  SC/GEORGETOWN
 DD2240  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2240
 DD2240                         *CURRENT SURVEY CONTROL
 DD2240  ___________________________________________________________________
 DD2240* NAD 83(1986)-  33 29 02.     (N)    079 10 47.     (W)     SCALED    
 DD2240* NAVD 88     -         3.478  (meters)      11.41   (feet)  ADJUSTED  
 DD2240  ___________________________________________________________________
 DD2240  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DD2240  DYNAMIC HT  -           3.474 (meters)      11.40  (feet)  COMP
 DD2240  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 DD2240
 DD2240  VERT ORDER  -  FIRST     CLASS II
 DD2240
 DD2240.The horizontal coordinates were scaled from a topographic map and have
 DD2240.an estimated accuracy of +/- 6 seconds.
 DD2240
 DD2240.The orthometric height was determined by differential leveling
 DD2240.and adjusted by the National Geodetic Survey in June 1991..
 DD2240
 DD2240.This Tidal Bench Mark is designated as VM 3871
 DD2240.by the Center for Operational Oceanographic Products and Services.
 DD2240
 DD2240.The geoid height was determined by GEOID03.
 DD2240
 DD2240.The dynamic height is computed by dividing the NAVD 88
 DD2240.geopotential number by the normal gravity value computed on the
 DD2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2240.degrees latitude (g = 980.6199 gals.).
 DD2240
 DD2240.The modeled gravity was interpolated from observed gravity values.
 DD2240
 DD2240;                    North         East    Units  Estimated Accuracy
 DD2240;SPC SC       -   184,530.      778,730.      MT  (+/- 180 meters Scaled)
 DD2240
 DD2240                          SUPERSEDED SURVEY CONTROL
 DD2240
 DD2240  NGVD 29 (03/21/89)    3.784  (m)           12.41   (f) ADJUSTED    1 2
 DD2240
 DD2240.Superseded values are not recommended for survey control.
 DD2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2240.See file dsdata.txt to determine how the superseded data were derived.
 DD2240
 DD2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT691064(NAD 83)
 DD2240_MARKER: DJ = TIDAL STATION DISK
 DD2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2240_SP_SET: CONCRETE POST
 DD2240_STAMPING: 1741 D 1982
 DD2240_MARK LOGO: NOS   
 DD2240_PROJECTION: PROJECTING 9 CENTIMETERS
 DD2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2240+STABILITY: SURFACE MOTION
 DD2240
 DD2240  HISTORY     - Date     Condition        Report By
 DD2240  HISTORY     - 1982     MONUMENTED       NOS
 DD2240  HISTORY     - 1987     GOOD             SCGS
 DD2240
 DD2240                          STATION DESCRIPTION
 DD2240
 DD2240'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2240'15.6 KM (9.7 MI) NE FROM GEORGETOWN.
 DD2240'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2240'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2240'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2240'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2240'STATE ROAD 52, THENCE 6.05 KM (3.75 MI) NORTHEAST ALONG ROAD 52,
 DD2240'THENCE 0.4 KM (0.25 MI) EAST-SOUTHEAST ALONG THE ARUNDEL PLANTATION
 DD2240'ENTRANCE ROAD TO THE MAIN ENTRANCE, CONTINUE 0.7 KM (0.45 MI)
 DD2240'EAST-SOUTHEAST ALONG THE ENTRANCE ROAD, SET NEAR THE NORTHEAST END OF
 DD2240'A BRICK WALL AT A T-JUNCTION FORMED BY A CIRCLE DRIVEWAY FOR THE MAIN
 DD2240'HOUSE, 0.56 METER (1.8 FT) NORTH-NORTHWEST OF THE NORTH CORNER OF A
 DD2240'BRICK PILLAR AT THE NORTHEAST END OF THE WALL, 4.2 METERS (13.8 FT)
 DD2240'EAST-SOUTHEAST OF THE CENTER OF THE CIRCLE DRIVEWAY, 14.0 METERS
 DD2240'(45.9 FT) NORTH-NORTHEAST OF THE EXTENDED CENTER OF THE ENTRANCE
 DD2240'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2239 ***********************************************************************
 DD2239  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2239  DESIGNATION -  866 1741 E TIDAL
 DD2239  PID         -  DD2239
 DD2239  STATE/COUNTY-  SC/GEORGETOWN
 DD2239  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2239
 DD2239                         *CURRENT SURVEY CONTROL
 DD2239  ___________________________________________________________________
 DD2239* NAD 83(1986)-  33 29 05.     (N)    079 10 48.     (W)     SCALED    
 DD2239* NAVD 88     -         2.757  (meters)       9.05   (feet)  ADJUSTED  
 DD2239  ___________________________________________________________________
 DD2239  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DD2239  DYNAMIC HT  -           2.754 (meters)       9.04  (feet)  COMP
 DD2239  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 DD2239
 DD2239  VERT ORDER  -  FIRST     CLASS II
 DD2239
 DD2239.The horizontal coordinates were scaled from a topographic map and have
 DD2239.an estimated accuracy of +/- 6 seconds.
 DD2239
 DD2239.The orthometric height was determined by differential leveling
 DD2239.and adjusted by the National Geodetic Survey in June 1991..
 DD2239
 DD2239.This Tidal Bench Mark is designated as VM 3872
 DD2239.by the Center for Operational Oceanographic Products and Services.
 DD2239
 DD2239.The geoid height was determined by GEOID03.
 DD2239
 DD2239.The dynamic height is computed by dividing the NAVD 88
 DD2239.geopotential number by the normal gravity value computed on the
 DD2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2239.degrees latitude (g = 980.6199 gals.).
 DD2239
 DD2239.The modeled gravity was interpolated from observed gravity values.
 DD2239
 DD2239;                    North         East    Units  Estimated Accuracy
 DD2239;SPC SC       -   184,620.      778,710.      MT  (+/- 180 meters Scaled)
 DD2239
 DD2239                          SUPERSEDED SURVEY CONTROL
 DD2239
 DD2239  NGVD 29 (03/21/89)    3.063  (m)           10.05   (f) ADJUSTED    1 2
 DD2239
 DD2239.Superseded values are not recommended for survey control.
 DD2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2239.See file dsdata.txt to determine how the superseded data were derived.
 DD2239
 DD2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT690065(NAD 83)
 DD2239_MARKER: DJ = TIDAL STATION DISK
 DD2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2239_SP_SET: CONCRETE POST
 DD2239_STAMPING: 1741 E 1982
 DD2239_MARK LOGO: NOS   
 DD2239_PROJECTION: FLUSH
 DD2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2239+STABILITY: SURFACE MOTION
 DD2239
 DD2239  HISTORY     - Date     Condition        Report By
 DD2239  HISTORY     - 1982     MONUMENTED       NOS
 DD2239  HISTORY     - 1987     GOOD             SCGS
 DD2239
 DD2239                          STATION DESCRIPTION
 DD2239
 DD2239'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2239'15.7 KM (9.75 MI) NE FROM GEORGETOWN.
 DD2239'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2239'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2239'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2239'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2239'STATE ROAD 52, THENCE 6.05 KM (3.75 MI) NORTHEAST ALONG ROAD 52,
 DD2239'THENCE 0.4 KM (0.25 MI) EAST-SOUTHEAST ALONG THE ARUNDEL PLANTATION
 DD2239'ENTRANCE ROAD TO THE MAIN ENTRANCE, CONTINUE 0.7 KM (0.45 MI)
 DD2239'EAST-SOUTHEAST ALONG THE ENTRANCE ROAD, SET NEAR A POWER POLE WITH A
 DD2239'GUY WIRE AND A WITNESS SIGN ATTACHED IN A ROW OF POWER POLES ALONG
 DD2239'THE NORTHEASTERN EDGE OF A CLEARED AREA WITH OAK TREES, 16.7 METERS
 DD2239'(54.8 FT) NORTH-NORTHWEST OF A 45-INCH LIVE OAK TREE, 1.65 METERS
 DD2239'(5.4 FT) EAST-NORTHEAST OF THE POWER POLE, 91.6 METERS (300.5 FT)
 DD2239'NORTH-NORTHEAST OF THE CENTER OF THE ENTRANCE ROAD, 8.55 METERS (28.1
 DD2239'FT) SOUTH-SOUTHWEST OF A 46-INCH LIVE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1435 ***********************************************************************
 DD1435  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1435  DESIGNATION -  866 1867 C TIDAL
 DD1435  PID         -  DD1435
 DD1435  STATE/COUNTY-  SC/GEORGETOWN
 DD1435  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1435
 DD1435                         *CURRENT SURVEY CONTROL
 DD1435  ___________________________________________________________________
 DD1435* NAD 83(1986)-  33 28 21.     (N)    079 06 15.     (W)     SCALED    
 DD1435* NAVD 88     -         3.641  (meters)      11.95   (feet)  ADJUSTED  
 DD1435  ___________________________________________________________________
 DD1435  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1435  DYNAMIC HT  -           3.637 (meters)      11.93  (feet)  COMP
 DD1435  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 DD1435
 DD1435  VERT ORDER  -  FIRST     CLASS II
 DD1435
 DD1435.The horizontal coordinates were scaled from a topographic map and have
 DD1435.an estimated accuracy of +/- 6 seconds.
 DD1435
 DD1435.The orthometric height was determined by differential leveling
 DD1435.and adjusted by the National Geodetic Survey in June 1991..
 DD1435
 DD1435.This Tidal Bench Mark is designated as VM 3882
 DD1435.by the Center for Operational Oceanographic Products and Services.
 DD1435
 DD1435.The geoid height was determined by GEOID03.
 DD1435
 DD1435.The dynamic height is computed by dividing the NAVD 88
 DD1435.geopotential number by the normal gravity value computed on the
 DD1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1435.degrees latitude (g = 980.6199 gals.).
 DD1435
 DD1435.The modeled gravity was interpolated from observed gravity values.
 DD1435
 DD1435;                    North         East    Units  Estimated Accuracy
 DD1435;SPC SC       -   183,390.      785,780.      MT  (+/- 180 meters Scaled)
 DD1435
 DD1435                          SUPERSEDED SURVEY CONTROL
 DD1435
 DD1435  NGVD 29 (05/09/91)    3.954  (m)           12.97   (f) ADJUSTED    1 2
 DD1435
 DD1435.Superseded values are not recommended for survey control.
 DD1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1435.See file dsdata.txt to determine how the superseded data were derived.
 DD1435
 DD1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT761052(NAD 83)
 DD1435_MARKER: DJ = TIDAL STATION DISK
 DD1435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1435_SP_SET: STAINLESS STEEL ROD
 DD1435_STAMPING: 1867 C 1982
 DD1435_MARK LOGO: NOS   
 DD1435_PROJECTION: RECESSED 7 CENTIMETERS
 DD1435_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1435+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1996
 DD1435_ROD/PIPE-DEPTH: 12.2 meters
 DD1435
 DD1435  HISTORY     - Date     Condition        Report By
 DD1435  HISTORY     - 1982     MONUMENTED       NOS
 DD1435  HISTORY     - 1985     GOOD             SCGS
 DD1435  HISTORY     - 19900502 GOOD             NGS
 DD1435  HISTORY     - 19960416 GOOD             SCGS
 DD1435  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 DD1435
 DD1435                          STATION DESCRIPTION
 DD1435
 DD1435'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1435'4.2 KM (2.6 MI) NE FROM PAWLEYS ISLAND.
 DD1435'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1435'4.25 KM (2.65 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 DD1435'INTERSECTION OF STATE ROAD 46 IN PAWLEYS ISLAND, SET NEAR A POWER POLE
 DD1435'IN THE NORTH CORNER OF A PAVED DRIVE TO A GULF SERVICE STATION,
 DD1435'6.7 METERS (21.98 FT) NORTHWEST OF A 18 INCH Y-SHAPED OAK TREE,
 DD1435'0.35 METER (1.15 FT) SOUTHEAST OF THE POWER POLE NUMBER 1950,
 DD1435'11.5 METERS (37.73 FT) NORTHEAST OF THE CENTER OF THE NORTH ENTRANCE
 DD1435'DRIVE, 12.0 METERS (39.37 FT) SOUTHEAST OF THE CENTER OF THE
 DD1435'NORTHBOUND LANES OF THE HIGHWAY, 22.8 METERS (74.8 FT) NORTH NORTHEAST
 DD1435'OF THE NORTH CORNER OF THE SERVICE STATION.
 DD1435'THE MARK IS 0.40 METERS  SW FROM A WITNESS POST.
 DD1435
 DD1435                          STATION RECOVERY (1990)
 DD1435
 DD1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1435'4.3 KM (2.67 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1435'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, 22.7 M (74.47 FT)
 DD1435'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A GULF STATION, 12.1 M
 DD1435'(39.70 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DD1435'HIGHWAY, 7.2 M (23.62 FT) WEST OF THE WEST LEG OF A BILLBOARD, 0.4 M
 DD1435'(1.31 FT) SOUTH-SOUTHWEST OF A WITNESS POST, 0.3 M (0.98 FT)
 DD1435'SOUTHEAST OF UTILITY POLE NUMBER 19500, AND 0.3 M (0.98 FT) BELOW THE
 DD1435'LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS CRIMPED TO A STAINLESS STEEL
 DD1435'ROD AND IS ENCASED IN A 4-INCH PVC PIPE THAT IS 0.1 M (0.33 FT) BELOW
 DD1435'THE GROUND SURFACE.  THE MARK MEETS ALL REQUIREMENTS OF A CLASS AINCH
 DD1435'LOGO CAP.
 DD1435
 DD1435                          STATION RECOVERY (1996)
 DD1435
 DD1435'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1435'STATION IS LOCATED 12.9 MILES (20.8 KM) NORTHEAST OF GEORGETOWN, 2.8
 DD1435'MILES (4.5 KM) NORTH OF PAWLEYS ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1435'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DD1435'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD1435'HIGHWAY 707 (SUNNYSIDE ROAD), 1.5 MILES (2.4 KM) NORTH NORTHEAST OF
 DD1435'MURRELLS INLET, GO SOUTH ON HIGHWAY 17 FOR 5.7 MILES (9.2 KM) TO THE
 DD1435'JUNCTION OF STATE ROAD 362 (SANDY ISLAND ROAD), CONTINUE ON HIGHWAY 17
 DD1435'FOR 2.1 MILES (3.4 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE ON
 DD1435'THE NORTHWEST SIDE OF THE B.P. GAS STATION IN THE EAST ANGLE OF THE
 DD1435'JUNCTION OF STATE ROAD 302 (LITCHFIELD BOULEVARD), STATION IS A DISK
 DD1435'ATTACHED TO A STAINLESS STEEL ROD FLUSH WITH THE GROUND AND 0.5 FOOT
 DD1435'(15.2 CM) ABOVE THE HIGHWAY, 11.8 FEET (3.6 M) NORTH OF A METAL LIGHT
 DD1435'POLE WITH A CONCRETE BASE IN THE NORTH CORNER OF THE PARKING LOT, 39.0
 DD1435'FEET (11.9 M) EAST SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 DD1435'THE HIGHWAY, 1.1 FEET (0.3 M) EAST SOUTHEAST OF THE POWER POLE
 DD1435'19500/65AKS WITH A TRANSFORMER AND TWO GUY WIRES, 1.3 FEET (0.4 M)
 DD1435'SOUTH SOUTHWEST OF A WITNESS POST.
 DD1435
 DD1435                          STATION RECOVERY (2000)
 DD1435
 DD1435'RECOVERY NOTE BY US POWER SQUADRON 2000 (BRP)
 DD1435'WITNESS POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1438 ***********************************************************************
 DD1438  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1438  DESIGNATION -  866 1867 TIDAL LB 1
 DD1438  PID         -  DD1438
 DD1438  STATE/COUNTY-  SC/GEORGETOWN
 DD1438  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1438
 DD1438                         *CURRENT SURVEY CONTROL
 DD1438  ___________________________________________________________________
 DD1438* NAD 83(1986)-  33 28 14.     (N)    079 06 08.     (W)     SCALED    
 DD1438* NAVD 88     -         1.313  (meters)       4.31   (feet)  ADJUSTED  
 DD1438  ___________________________________________________________________
 DD1438  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1438  DYNAMIC HT  -           1.311 (meters)       4.30  (feet)  COMP
 DD1438  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DD1438
 DD1438  VERT ORDER  -  FIRST     CLASS II
 DD1438
 DD1438.The horizontal coordinates were scaled from a topographic map and have
 DD1438.an estimated accuracy of +/- 6 seconds.
 DD1438
 DD1438.The orthometric height was determined by differential leveling
 DD1438.and adjusted by the National Geodetic Survey in June 1991..
 DD1438
 DD1438.This Tidal Bench Mark is designated as VM 3878
 DD1438.by the Center for Operational Oceanographic Products and Services.
 DD1438
 DD1438.The geoid height was determined by GEOID03.
 DD1438
 DD1438.The dynamic height is computed by dividing the NAVD 88
 DD1438.geopotential number by the normal gravity value computed on the
 DD1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1438.degrees latitude (g = 980.6199 gals.).
 DD1438
 DD1438.The modeled gravity was interpolated from observed gravity values.
 DD1438
 DD1438;                    North         East    Units  Estimated Accuracy
 DD1438;SPC SC       -   183,180.      785,960.      MT  (+/- 180 meters Scaled)
 DD1438
 DD1438                          SUPERSEDED SURVEY CONTROL
 DD1438
 DD1438  NGVD 29 (05/09/91)    1.625  (m)            5.33   (f) ADJUSTED    1 2
 DD1438
 DD1438.Superseded values are not recommended for survey control.
 DD1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1438.See file dsdata.txt to determine how the superseded data were derived.
 DD1438
 DD1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT763050(NAD 83)
 DD1438_MARKER: DJ = TIDAL STATION DISK
 DD1438_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1438_SP_SET: COPPER-CLAD STEEL ROD
 DD1438_STAMPING: L.B. NO. 1 1975
 DD1438_MARK LOGO: NOS   
 DD1438_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1438+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1438
 DD1438  HISTORY     - Date     Condition        Report By
 DD1438  HISTORY     - 1975     MONUMENTED       NOS
 DD1438  HISTORY     - 1985     GOOD             SCGS
 DD1438  HISTORY     - 19900502 GOOD             NGS
 DD1438  HISTORY     - 19960416 GOOD             SCGS
 DD1438  HISTORY     - 20001118 GOOD             USPSQD
 DD1438
 DD1438                          STATION DESCRIPTION
 DD1438
 DD1438'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1438'4.2 KM (2.6 MI) NE FROM PAWLEYS ISLAND.
 DD1438'THE MARK IS 0.90 M BELOW STATE ROAD.
 DD1438'4.2 KM (2.6 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1438'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 0.25 KM (0.15 MI) EASTERLY
 DD1438'ALONG STATE ROAD 302 (LITCHFIELD BOULEVARD), SET NEAR A POWER POLE ON
 DD1438'THE OUTSIDE OF A CURVE, 0.1 KM (0.05 MI) WEST OF A SMALL CONCRETE
 DD1438'BRIDGE, 1.2 METERS (3.94 FT) SOUTHWEST OF POWER POLE NUMBER 33877,
 DD1438'10.67 METERS (35.01 FT) SOUTH SOUTHWEST OF THE CENTER OF THE STATE
 DD1438'ROAD, 11.1 METERS (36.42 FT) EAST SOUTHEAST OF A 6 INCH CEDAR TREE,
 DD1438'11.15 METERS (36.58 FT) NORTH NORTHEAST OF A 18 INCH LIVE OAK TREE,
 DD1438'ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH
 DD1438'GROUND.
 DD1438'THE MARK IS 0.60 METERS  SE FROM A WITNESS POST.
 DD1438
 DD1438                          STATION RECOVERY (1990)
 DD1438
 DD1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1438'4.2 KM (2.61 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1438'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 0.2 KM (0.12
 DD1438'MI) EASTERLY ALONG STATE HIGHWAY 302 (LITCHFIELD ROAD), 11.6 M (38.06
 DD1438'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.2 M (3.94 FT)
 DD1438'SOUTHWEST OF UTILITY POLE NUMBER 33877, 1.1 M (3.61 FT) SOUTH OF
 DD1438'UTILITY PEDESTAL NUMBER 5, 0.6 M (1.97 FT) BELOW THE LEVEL OF THE
 DD1438'HIGHWAY, AND 0.4 M (1.31 FT) NORTH OF A WITNESS POST.  NOTE--THE DISK
 DD1438'IS CRIMPED TO A COPPER-COATED STEEL ROD ENCASED IN A 4-INCH PVC PIPE
 DD1438'THAT IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1438'REPORTED DRIVEN TO REFUSAL.
 DD1438
 DD1438                          STATION RECOVERY (1996)
 DD1438
 DD1438'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1438'STATION IS LOCATED 12.85 MILES (20.68 KM) NORTHEAST OF GEORGETOWN,
 DD1438'2.75 MILES (4.43 KM) NORTH OF PAWLEYS ISLAND.  OWNERSHIP--SCDOT,
 DD1438'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DD1438'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DD1438'17 AND STATE HIGHWAY 707 (SUNNYSIDE ROAD), 1.5 MILES (2.4 KM) NORTH
 DD1438'NORTHEAST OF MURRELLS INLET, GO SOUTH ON HIGHWAY 17 FOR 5.7 MILES (9.2
 DD1438'KM) TO THE JUNCTION OF STATE ROAD 362 (SANDY ISLAND ROAD), CONTINUE ON
 DD1438'HIGHWAY 17 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 302
 DD1438'(LITCHFIELD BOULEVARD), TURN LEFT ON ROAD 302 FOR 0.15 MILE (0.24 KM)
 DD1438'TO THE STATION ON THE RIGHT NEAR A POWER POLE.  STATION IS A DISK
 DD1438'ATTACHED TO A COPPER CLAD ROD FLUSH WITH THE GROUND AND 1.0 FOOT (0.3
 DD1438'M) BELOW THE ROAD, 172.0 FEET (52.4 M) WEST OF THE WEST END OF A
 DD1438'BRIDGE OVER A SMALL STREAM, 131.0 FEET (39.9 M) EAST SOUTHEAST OF A
 DD1438'FIRE HYDRANT, 36.5 FEET (11.1 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 DD1438'ROAD, 4.0 FEET (1.2 M) SOUTHWEST OF THE POWER POLE NUMBER 33877 WITH A
 DD1438'TRANSFORMER, 3 GUY WIRES AND A SECURITY LIGHT, 1.3 FEET (0.4 M) NORTH
 DD1438'NORTHEAST OF A WITNESS POST.
 DD1438
 DD1438                          STATION RECOVERY (2000)
 DD1438
 DD1438'RECOVERY NOTE BY US POWER SQUADRON 2000 (VIP)
 DD1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1437 ***********************************************************************
 DD1437  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1437  DESIGNATION -  866 1867 TIDAL LB 4
 DD1437  PID         -  DD1437
 DD1437  STATE/COUNTY-  SC/GEORGETOWN
 DD1437  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1437
 DD1437                         *CURRENT SURVEY CONTROL
 DD1437  ___________________________________________________________________
 DD1437* NAD 83(1986)-  33 28 19.     (N)    079 06 15.     (W)     SCALED    
 DD1437* NAVD 88     -         3.364  (meters)      11.04   (feet)  ADJUSTED  
 DD1437  ___________________________________________________________________
 DD1437  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1437  DYNAMIC HT  -           3.360 (meters)      11.02  (feet)  COMP
 DD1437  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DD1437
 DD1437  VERT ORDER  -  FIRST     CLASS II
 DD1437
 DD1437.The horizontal coordinates were scaled from a topographic map and have
 DD1437.an estimated accuracy of +/- 6 seconds.
 DD1437
 DD1437.The orthometric height was determined by differential leveling
 DD1437.and adjusted by the National Geodetic Survey in June 1991..
 DD1437
 DD1437.This Tidal Bench Mark is designated as VM 3879
 DD1437.by the Center for Operational Oceanographic Products and Services.
 DD1437
 DD1437.The geoid height was determined by GEOID03.
 DD1437
 DD1437.The dynamic height is computed by dividing the NAVD 88
 DD1437.geopotential number by the normal gravity value computed on the
 DD1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1437.degrees latitude (g = 980.6199 gals.).
 DD1437
 DD1437.The modeled gravity was interpolated from observed gravity values.
 DD1437
 DD1437;                    North         East    Units  Estimated Accuracy
 DD1437;SPC SC       -   183,330.      785,780.      MT  (+/- 180 meters Scaled)
 DD1437
 DD1437                          SUPERSEDED SURVEY CONTROL
 DD1437
 DD1437  NGVD 29 (05/09/91)    3.677  (m)           12.06   (f) ADJUSTED    1 2
 DD1437
 DD1437.Superseded values are not recommended for survey control.
 DD1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1437.See file dsdata.txt to determine how the superseded data were derived.
 DD1437
 DD1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT761052(NAD 83)
 DD1437_MARKER: DJ = TIDAL STATION DISK
 DD1437_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1437_SP_SET: COPPER-CLAD STEEL ROD
 DD1437_STAMPING: L.B. NO. 4 1975
 DD1437_MARK LOGO: NOS   
 DD1437_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1437+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1437
 DD1437  HISTORY     - Date     Condition        Report By
 DD1437  HISTORY     - 1975     MONUMENTED       NOS
 DD1437  HISTORY     - 1985     GOOD             SCGS
 DD1437  HISTORY     - 19900502 GOOD             NGS
 DD1437  HISTORY     - 19960416 GOOD             SCGS
 DD1437  HISTORY     - 20001118 GOOD             USPSQD
 DD1437
 DD1437                          STATION DESCRIPTION
 DD1437
 DD1437'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1437'4.2 KM (2.6 MI) NE FROM PAWLEYS ISLAND.
 DD1437'4.2 KM (2.6 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1437'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.05 MI) EASTERLY
 DD1437'ALONG STATE ROAD 302 (LITCHFIELD BOULEVARD), SET NEAR THE WEST CORNER
 DD1437'OF A SMALL WOODEN SHED USED FOR A SEWER PUMP STATION, 34.45 METERS
 DD1437'(113.02 FT) EAST SOUTHEAST OF THE EAST CORNER OF A GULF SERVICE
 DD1437'STATION, 40.5 METERS (132.87 FT) NORTHEAST OF THE CENTER OF THE STATE
 DD1437'ROAD, 6.6 METERS (21.65 FT) EAST NORTHEAST OF A LONE TWIN TRUNK WALNUT
 DD1437'TREE, 2.67 METERS (8.76 FT) SOUTHWEST OF THE WEST CORNER OF THE SHED,
 DD1437'ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH
 DD1437'GROUND.
 DD1437'THE MARK IS 0.24 METERS  WNW FROM A WITNESS POST.
 DD1437'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1437
 DD1437                          STATION RECOVERY (1990)
 DD1437
 DD1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1437'RECOVERED IN GOOD CONDITION.
 DD1437
 DD1437                          STATION RECOVERY (1996)
 DD1437
 DD1437'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1437'STATION IS LOCATED 12.85 MILES (20.68 KM) NORTHEAST OF GEORGETOWN, 2.8
 DD1437'MILES (4.5 KM) NORTH OF PAWLEYS ISLAND.  OWNERSHIP--GEORGETOWN COUNTY
 DD1437'WATER AND SEWER DISTRICT, STATION 208.  TO REACH THE STATION FROM THE
 DD1437'JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 707 (SUNNYSIDE ROAD),
 DD1437'1.5 MILES (2.4 KM) NORTH NORTHEAST OF MURRELLS INLET, GO SOUTH ON
 DD1437'HIGHWAY 17 FOR 5.7 MILES (9.2 KM) TO THE JUNCTION OF STATE ROAD 362
 DD1437'(SANDY ISLAND ROAD), CONTINUE ON HIGHWAY 17 FOR 2.1 MILES (3.4 KM) TO
 DD1437'THE JUNCTION OF STATE ROAD 302 (LITCHFIELD BOULEVARD), TURN LEFT ON
 DD1437'ROAD 302 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE
 DD1437'WEST CORNER OF A FENCED IN SEWER PUMP STATION.  STATION IS A DISK
 DD1437'ATTACHED TO A COPPER CLAD ROD RECESSED 0.3 FOOT (9.1 CM) AND LEVEL
 DD1437'WITH THE ROAD, 24.5 FEET (7.5 M) NORTH NORTHWEST OF THE NORTH CORNER
 DD1437'OF A 4.0-FOOT HIGH SEWER PUMP ACCESS, 3.6 FEET (1.1 M) SOUTH SOUTHEAST
 DD1437'OF THE NORTH CORNER OF A WOOD FENCE, 132.0 FEET (40.2 M) NORTH
 DD1437'NORTHEAST OF THE CENTER OF THE ROAD, 54.0 FEET (16.5 M) EAST SOUTHEAST
 DD1437'OF THE EAST EDGE OF A CURB FOR THE B.P. GAS STATION, 0.8 FOOT (24.4
 DD1437'CM) WEST NORTHWEST OF A WITNESS POST.
 DD1437
 DD1437                          STATION RECOVERY (2000)
 DD1437
 DD1437'RECOVERY NOTE BY US POWER SQUADRON 2000 (BRP)
 DD1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1436 ***********************************************************************
 DD1436  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1436  DESIGNATION -  866 1867 TIDAL LB 5
 DD1436  PID         -  DD1436
 DD1436  STATE/COUNTY-  SC/GEORGETOWN
 DD1436  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1436
 DD1436                         *CURRENT SURVEY CONTROL
 DD1436  ___________________________________________________________________
 DD1436* NAD 83(1986)-  33 28 19.     (N)    079 06 15.     (W)     SCALED    
 DD1436* NAVD 88     -         3.486  (meters)      11.44   (feet)  ADJUSTED  
 DD1436  ___________________________________________________________________
 DD1436  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1436  DYNAMIC HT  -           3.483 (meters)      11.43  (feet)  COMP
 DD1436  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DD1436
 DD1436  VERT ORDER  -  FIRST     CLASS II
 DD1436
 DD1436.The horizontal coordinates were scaled from a topographic map and have
 DD1436.an estimated accuracy of +/- 6 seconds.
 DD1436
 DD1436.The orthometric height was determined by differential leveling
 DD1436.and adjusted by the National Geodetic Survey in June 1991..
 DD1436
 DD1436.This Tidal Bench Mark is designated as VM 3880
 DD1436.by the Center for Operational Oceanographic Products and Services.
 DD1436
 DD1436.The geoid height was determined by GEOID03.
 DD1436
 DD1436.The dynamic height is computed by dividing the NAVD 88
 DD1436.geopotential number by the normal gravity value computed on the
 DD1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1436.degrees latitude (g = 980.6199 gals.).
 DD1436
 DD1436.The modeled gravity was interpolated from observed gravity values.
 DD1436
 DD1436;                    North         East    Units  Estimated Accuracy
 DD1436;SPC SC       -   183,330.      785,780.      MT  (+/- 180 meters Scaled)
 DD1436
 DD1436                          SUPERSEDED SURVEY CONTROL
 DD1436
 DD1436  NGVD 29 (05/09/91)    3.799  (m)           12.46   (f) ADJUSTED    1 2
 DD1436
 DD1436.Superseded values are not recommended for survey control.
 DD1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1436.See file dsdata.txt to determine how the superseded data were derived.
 DD1436
 DD1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT761052(NAD 83)
 DD1436_MARKER: DJ = TIDAL STATION DISK
 DD1436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1436_SP_SET: COPPER-CLAD STEEL ROD
 DD1436_STAMPING: L.B. NO. 5 1975
 DD1436_MARK LOGO: NOS   
 DD1436_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1436+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 DD1436
 DD1436  HISTORY     - Date     Condition        Report By
 DD1436  HISTORY     - 1975     MONUMENTED       NOS
 DD1436  HISTORY     - 1985     GOOD             SCGS
 DD1436  HISTORY     - 19900502 GOOD             NGS
 DD1436  HISTORY     - 19960415 GOOD             SCGS
 DD1436  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 DD1436
 DD1436                          STATION DESCRIPTION
 DD1436
 DD1436'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1436'4.2 KM (2.6 MI) NE FROM PAWLEYS ISLAND.
 DD1436'4.2 KM (2.6 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1436'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.05 MI) EASTERLY
 DD1436'ALONG STATE ROAD 302 (LITCHFIELD BOULEVARD), SET NEAR A STEEL LIGHT
 DD1436'POLE AT THE SOUTH CORNER OF A GULF SERVICE STATION PARKING LOT,
 DD1436'1.05 METERS (3.44 FT) SOUTHWEST OF THE PARKING LOT CURB, 6.48 METERS
 DD1436'(21.26 FT) EAST SOUTHEAST OF THE LIGHT POLE, 12.73 METERS (41.77 FT)
 DD1436'NORTHEAST OF THE CENTER OF THE STATE ROAD, 25.32 METERS (83.07 FT)
 DD1436'SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE SERVICE STATION, ADD-ROD
 DD1436'DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1436'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 DD1436'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1436
 DD1436                          STATION RECOVERY (1990)
 DD1436
 DD1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1436'RECOVERED IN GOOD CONDITION.
 DD1436
 DD1436                          STATION RECOVERY (1996)
 DD1436
 DD1436'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 DD1436'STATION IS LOCATED 12.8 MILES (20.6 KM) NORTHEAST OF GEORGETOWN, 2.8
 DD1436'MILES (4.5 KM) NORTH OF PAWLEYS ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD1436'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 DD1436'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 DD1436'HIGHWAY 707 (SUNNYSIDE ROAD), 1.5 MILES (2.4 KM) NORTH NORTHEAST OF
 DD1436'MURRELLS INLET, GO SOUTH ON HIGHWAY 17 FOR 5.7 MILES (9.2 KM) TO THE
 DD1436'JUNCTION OF STATE ROAD 362 (SANDY ISLAND ROAD), CONTINUE ON HIGHWAY 17
 DD1436'FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 302 (LITCHFIELD
 DD1436'BOULEVARD, TURN LEFT ON ROAD 302 FOR 0.05 MILE (0.08 KM) TO THE
 DD1436'STATION ON THE LEFT NEAR A POWER POLE IN THE SOUTH CORNER OF THE B.P.
 DD1436'GAS STATION PARKING LOT. STATION IS A DISK ATTACHED TO A COPPER CLAD
 DD1436'ROD FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 3.2 FEET (1.0 M)
 DD1436'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CURB, 7.6 FEET (2.3 M) NORTH
 DD1436'OF THE POWER POLE NUMBER 87259 WITH TWO GUY WIRES, 41.0 FEET (12.5 M)
 DD1436'NORTHEAST OF THE CENTER OF ROAD 302, 0.7 FOOT (21.3 CM) NORTH OF A
 DD1436'WITNESS POST.
 DD1436
 DD1436                          STATION RECOVERY (2000)
 DD1436
 DD1436'RECOVERY NOTE BY US POWER SQUADRON 2000 (VIP)
 DD1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2232 ***********************************************************************
 DD2232  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2232  DESIGNATION -  866 1913 B TIDAL
 DD2232  PID         -  DD2232
 DD2232  STATE/COUNTY-  SC/GEORGETOWN
 DD2232  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2232
 DD2232                         *CURRENT SURVEY CONTROL
 DD2232  ___________________________________________________________________
 DD2232* NAD 83(1986)-  33 27 22.     (N)    079 12 20.     (W)     SCALED    
 DD2232* NAVD 88     -         1.925  (meters)       6.32   (feet)  ADJUSTED  
 DD2232  ___________________________________________________________________
 DD2232  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD2232  DYNAMIC HT  -           1.923 (meters)       6.31  (feet)  COMP
 DD2232  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DD2232
 DD2232  VERT ORDER  -  FIRST     CLASS II
 DD2232
 DD2232.The horizontal coordinates were scaled from a topographic map and have
 DD2232.an estimated accuracy of +/- 6 seconds.
 DD2232
 DD2232.The orthometric height was determined by differential leveling
 DD2232.and adjusted by the National Geodetic Survey in June 1991..
 DD2232
 DD2232.This Tidal Bench Mark is designated as VM 3888
 DD2232.by the Center for Operational Oceanographic Products and Services.
 DD2232
 DD2232.The geoid height was determined by GEOID03.
 DD2232
 DD2232.The dynamic height is computed by dividing the NAVD 88
 DD2232.geopotential number by the normal gravity value computed on the
 DD2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2232.degrees latitude (g = 980.6199 gals.).
 DD2232
 DD2232.The modeled gravity was interpolated from observed gravity values.
 DD2232
 DD2232;                    North         East    Units  Estimated Accuracy
 DD2232;SPC SC       -   181,410.      776,390.      MT  (+/- 180 meters Scaled)
 DD2232
 DD2232                          SUPERSEDED SURVEY CONTROL
 DD2232
 DD2232  NGVD 29 (03/21/89)    2.231  (m)            7.32   (f) ADJUSTED    1 2
 DD2232
 DD2232.Superseded values are not recommended for survey control.
 DD2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2232.See file dsdata.txt to determine how the superseded data were derived.
 DD2232
 DD2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT667032(NAD 83)
 DD2232_MARKER: DJ = TIDAL STATION DISK
 DD2232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2232_SP_SET: STAINLESS STEEL ROD
 DD2232_STAMPING: 1913 B 1978
 DD2232_MARK LOGO: NOS   
 DD2232_PROJECTION: FLUSH
 DD2232_MAGNETIC: I = MARKER IS A STEEL ROD
 DD2232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2232+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2232_ROD/PIPE-DEPTH: 9.14 meters
 DD2232
 DD2232  HISTORY     - Date     Condition        Report By
 DD2232  HISTORY     - 1978     MONUMENTED       NOS
 DD2232  HISTORY     - 1987     GOOD             SCGS
 DD2232  HISTORY     - 19920717 GOOD             NGS
 DD2232  HISTORY     - 19940616 POOR             USPSQD
 DD2232
 DD2232                          STATION DESCRIPTION
 DD2232
 DD2232'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2232'11.8 KM (7.35 MI) NE FROM GEORGETOWN.
 DD2232'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2232'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 17 AND 17 ALTERNATE
 DD2232'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2232'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2232'STATE ROAD 52, THENCE 3.05 KM (1.9 MI) NORTHEAST ALONG ROAD 52 TO THE
 DD2232'ENTRANCE OF WEYMOUTH PLANTATION, THENCE 1.75 KM (1.1 MI)
 DD2232'SOUTHEASTERLY ALONG THE ENTRANCE ROAD TO A FORK, CONTINUE 0.65 KM
 DD2232'(0.4 MI) SOUTHWESTERLY ALONG THE MAIN SAND ROAD TO TWO WOODEN
 DD2232'COTTAGES, SET ON THE SOUTH SIDE OF A WOODEN SHED BEHIND THE COTTAGES,
 DD2232'11.8 METERS (38.7 FT) SOUTHEAST OF THE EAST CORNER OF THE SHED, 13.4
 DD2232'METERS (44.0 FT) EAST-SOUTHEAST OF THE SOUTH CORNER OF THE SHED, 3.5
 DD2232'METERS (11.5 FT) WEST-NORTHWEST OF A 20-INCH MAPLE TREE, 28.2 METERS
 DD2232'(92.5 FT) EAST-NORTHEAST OF A 23-INCH MAGNOLIA TREE.
 DD2232
 DD2232                          STATION RECOVERY (1992)
 DD2232
 DD2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2232'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION
 DD2232'OF U.S. HIGHWAY 17 IN GEORGETOWN, THENCE 3.8 KM (2.35 MI)
 DD2232'SOUTHEASTERLY ALONG STATE ROAD S 22 4 (CHOPPEE ROAD), THENCE 3.1 KM
 DD2232'(1.90 MI) NORTHEASTERLY ALONG STATE ROAD S 22 52 (PLANTERSVILLE ROAD)
 DD2232', THENCE 2.3 KM (1.40 MI) SOUTHEASTERLY ALONG WEYMOUTH DRIVE, 46.8 M
 DD2232'(153.5 FT) SOUTHEAST OF THE SOUTH CORNER OF THE MOST SOUTHERLY OF 2
 DD2232'COTTAGES, 33.0 M (108.3 FT) EAST-NORTHEAST OF THE EAST CORNER OF A
 DD2232'SHED, 18.0 M (59.1 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTER
 DD2232'AND THE CENTER OF A BOAT RAMP, 16.1 M (52.8 FT) SOUTH-SOUTHEAST OF
 DD2232'THE SOUTHEAST CORNER OF A FENCE SURROUNDING A ROSE GARDEN, 9.3 M
 DD2232'(30.5 FT) SOUTHWEST OF A 30-INCH OAK TREE, AND 3.5 M (11.5 FT)
 DD2232'NORTHWEST OF A 20-INCH MAPLE TREE.  NOTE--THE DISK IS ENCASED IN A
 DD2232'4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 DD2232
 DD2232                          STATION RECOVERY (1994)
 DD2232
 DD2232'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2232'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2230 ***********************************************************************
 DD2230  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2230  DESIGNATION -  866 1913 D TIDAL
 DD2230  PID         -  DD2230
 DD2230  STATE/COUNTY-  SC/GEORGETOWN
 DD2230  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2230
 DD2230                         *CURRENT SURVEY CONTROL
 DD2230  ___________________________________________________________________
 DD2230* NAD 83(1986)-  33 27 25.     (N)    079 12 23.     (W)     SCALED    
 DD2230* NAVD 88     -         2.522  (meters)       8.27   (feet)  ADJUSTED  
 DD2230  ___________________________________________________________________
 DD2230  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD2230  DYNAMIC HT  -           2.520 (meters)       8.27  (feet)  COMP
 DD2230  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DD2230
 DD2230  VERT ORDER  -  FIRST     CLASS II
 DD2230
 DD2230.The horizontal coordinates were scaled from a topographic map and have
 DD2230.an estimated accuracy of +/- 6 seconds.
 DD2230
 DD2230.The orthometric height was determined by differential leveling
 DD2230.and adjusted by the National Geodetic Survey in June 1991..
 DD2230
 DD2230.This Tidal Bench Mark is designated as VM 3889
 DD2230.by the Center for Operational Oceanographic Products and Services.
 DD2230
 DD2230.The geoid height was determined by GEOID03.
 DD2230
 DD2230.The dynamic height is computed by dividing the NAVD 88
 DD2230.geopotential number by the normal gravity value computed on the
 DD2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2230.degrees latitude (g = 980.6199 gals.).
 DD2230
 DD2230.The modeled gravity was interpolated from observed gravity values.
 DD2230
 DD2230;                    North         East    Units  Estimated Accuracy
 DD2230;SPC SC       -   181,500.      776,310.      MT  (+/- 180 meters Scaled)
 DD2230
 DD2230                          SUPERSEDED SURVEY CONTROL
 DD2230
 DD2230  NGVD 29 (03/21/89)    2.828  (m)            9.28   (f) ADJUSTED    1 2
 DD2230
 DD2230.Superseded values are not recommended for survey control.
 DD2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2230.See file dsdata.txt to determine how the superseded data were derived.
 DD2230
 DD2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT666033(NAD 83)
 DD2230_MARKER: DJ = TIDAL STATION DISK
 DD2230_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2230_SP_SET: STAINLESS STEEL ROD
 DD2230_STAMPING: 1913 D 1978
 DD2230_MARK LOGO: NOS   
 DD2230_PROJECTION: RECESSED 1 CENTIMETERS
 DD2230_MAGNETIC: I = MARKER IS A STEEL ROD
 DD2230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD2230+STABILITY: POSITION/ELEVATION WELL
 DD2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2230+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2230_ROD/PIPE-DEPTH: 7.3  meters
 DD2230
 DD2230  HISTORY     - Date     Condition        Report By
 DD2230  HISTORY     - 1978     MONUMENTED       NOS
 DD2230  HISTORY     - 1987     GOOD             SCGS
 DD2230  HISTORY     - 19920717 GOOD             NGS
 DD2230  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 DD2230
 DD2230                          STATION DESCRIPTION
 DD2230
 DD2230'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2230'11.8 KM (7.35 MI) NE FROM GEORGETOWN.
 DD2230'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2230'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2230'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2230'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2230'STATE ROAD 52, THENCE 3.05 KM (1.9 MI) NORTHEAST ALONG ROAD 52 TO THE
 DD2230'ENTRANCE OF WEYMOUTH PLANTATION, THENCE 1.75 KM (1.1 MI)
 DD2230'SOUTHEASTERLY ALONG THE ENTRANCE ROAD TO A FORK, CONTINUE 0.65 KM
 DD2230'(0.4 MI) SOUTHWESTERLY ALONG THE MAIN SAND ROAD TO TWO WOODEN
 DD2230'COTTAGES, SET NEAR A 26-INCH LIVE OAK TREE IN THE FORK OF THE
 DD2230'DRIVEWAY TO THE SOUTHWEST HOUSE AND THE MAIN ROAD BETWEEN THE
 DD2230'COTTAGES, 14.5 METERS (47.6 FT) NORTH-NORTHWEST OF THE NORTH CORNER
 DD2230'OF THE SOUTHWEST COTTAGE, 15.3 METERS (50.2 FT) WEST OF THE WEST
 DD2230'CORNER OF THE NORTHEAST COTTAGE, 4.75 METERS (15.6 FT) SOUTHWEST OF
 DD2230'THE CENTER OF THE MAIN ROAD, 1.73 METERS (5.7 FT) SOUTHEAST OF THE
 DD2230'TREE.
 DD2230
 DD2230                          STATION RECOVERY (1992)
 DD2230
 DD2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2230'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION
 DD2230'OF U.S. HIGHWAY 17 IN GEORGETOWN, THENCE 3.8 KM (2.35 MI)
 DD2230'SOUTHEASTERLY ALONG STATE ROAD S 22 4 (CHOPPEE ROAD), THENCE 3.1 KM
 DD2230'(1.90 MI) NORTHEASTERLY ALONG STATE ROAD S 22 52 (PLANTERSVILLE ROAD)
 DD2230', THENCE 2.3 KM (1.40 MI) SOUTHEASTERLY ALONG WEYMOUTH DRIVE, 15.3 M
 DD2230'(50.2 FT) WEST OF THE WEST CORNER OF THE MOST NORTHERLY OF 2
 DD2230'COTTAGES, 14.5 M (47.6 FT) NORTHWEST OF THE NORTH CORNER OF THE MOST
 DD2230'SOUTHERLY COTTAGE, 8.1 M (26.6 FT) SOUTHWEST OF A 42-INCH OAK TREE,
 DD2230'4.0 M (13.1 FT) EAST OF AND LEVEL WITH THE CENTER OF THE ROAD, AND
 DD2230'1.0 M (3.3 FT) SOUTHEAST OF A 26-INCH OAK TREE.  NOTE--THE DISK IS
 DD2230'ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 DD2230
 DD2230                          STATION RECOVERY (1994)
 DD2230
 DD2230'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2233 ***********************************************************************
 DD2233  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2233  DESIGNATION -  866 1913 F TIDAL
 DD2233  PID         -  DD2233
 DD2233  STATE/COUNTY-  SC/GEORGETOWN
 DD2233  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2233
 DD2233                         *CURRENT SURVEY CONTROL
 DD2233  ___________________________________________________________________
 DD2233* NAD 83(1986)-  33 27 23.     (N)    079 12 22.     (W)     SCALED    
 DD2233* NAVD 88     -         2.754  (meters)       9.04   (feet)  ADJUSTED  
 DD2233  ___________________________________________________________________
 DD2233  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD2233  DYNAMIC HT  -           2.751 (meters)       9.03  (feet)  COMP
 DD2233  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DD2233
 DD2233  VERT ORDER  -  FIRST     CLASS II
 DD2233
 DD2233.The horizontal coordinates were scaled from a topographic map and have
 DD2233.an estimated accuracy of +/- 6 seconds.
 DD2233
 DD2233.The orthometric height was determined by differential leveling
 DD2233.and adjusted by the National Geodetic Survey in June 1991..
 DD2233
 DD2233.This Tidal Bench Mark is designated as VM 3890
 DD2233.by the Center for Operational Oceanographic Products and Services.
 DD2233
 DD2233.The geoid height was determined by GEOID03.
 DD2233
 DD2233.The dynamic height is computed by dividing the NAVD 88
 DD2233.geopotential number by the normal gravity value computed on the
 DD2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2233.degrees latitude (g = 980.6199 gals.).
 DD2233
 DD2233.The modeled gravity was interpolated from observed gravity values.
 DD2233
 DD2233;                    North         East    Units  Estimated Accuracy
 DD2233;SPC SC       -   181,440.      776,340.      MT  (+/- 180 meters Scaled)
 DD2233
 DD2233                          SUPERSEDED SURVEY CONTROL
 DD2233
 DD2233  NGVD 29 (03/21/89)    3.060  (m)           10.04   (f) ADJUSTED    1 2
 DD2233
 DD2233.Superseded values are not recommended for survey control.
 DD2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2233.See file dsdata.txt to determine how the superseded data were derived.
 DD2233
 DD2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT667033(NAD 83)
 DD2233_MARKER: DJ = TIDAL STATION DISK
 DD2233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2233_SP_SET: STAINLESS STEEL ROD
 DD2233_STAMPING: 1913 F 1982
 DD2233_MARK LOGO: NOS   
 DD2233_PROJECTION: FLUSH
 DD2233_MAGNETIC: I = MARKER IS A STEEL ROD
 DD2233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD2233+STABILITY: POSITION/ELEVATION WELL
 DD2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2233+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2233_ROD/PIPE-DEPTH: 9.8  meters
 DD2233
 DD2233  HISTORY     - Date     Condition        Report By
 DD2233  HISTORY     - 1982     MONUMENTED       NOS
 DD2233  HISTORY     - 1987     GOOD             SCGS
 DD2233  HISTORY     - 19920717 GOOD             NGS
 DD2233  HISTORY     - 19940616 GOOD             USPSQD
 DD2233
 DD2233                          STATION DESCRIPTION
 DD2233
 DD2233'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2233'11.8 KM (7.35 MI) NE FROM GEORGETOWN.
 DD2233'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2233'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2233'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2233'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2233'STATE ROAD 52, THENCE 3.05 KM (1.9 MI) NORTHEAST ALONG ROAD 52 TO THE
 DD2233'ENTRANCE OF WEYMOUTH PLANTATION, THENCE 1.75 KM (1.1 MI)
 DD2233'SOUTHEASTERLY ALONG THE ENTRANCE ROAD TO A FORK, CONTINUE 0.65 KM
 DD2233'(0.4 MI) SOUTHWESTERLY ALONG THE MAIN SAND ROAD TO TWO WOODEN
 DD2233'COTTAGES, SET NEAR A POWER POLE USED FOR A TELEVISION ANTENNA ON THE
 DD2233'SOUTHWEST SIDE OF THE SOUTHWEST COTTAGE, 0.63 METER (2.1 FT) NORTH OF
 DD2233'THE POWER POLE, 1.33 METERS (4.4 FT) SOUTHWEST OF THE SOUTHWEST SIDE
 DD2233'OF THE COTTAGE, 3.3 METERS (10.8 FT) WEST-NORTHWEST OF THE SOUTH
 DD2233'CORNER OF THE COTTAGE.
 DD2233
 DD2233                          STATION RECOVERY (1992)
 DD2233
 DD2233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2233'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION
 DD2233'OF U.S. HIGHWAY 17 IN GEORGETOWN, THENCE 3.8 KM (2.35 MI)
 DD2233'SOUTHEASTERLY ALONG STATE ROAD S 22 4 (CHOPPEE ROAD), THENCE 3.1 KM
 DD2233'(1.90 MI) NORTHEASTERLY ALONG STATE ROAD S 22 52 (PLANTERSVILLE ROAD)
 DD2233', THENCE 2.3 KM (1.40 MI) SOUTHEASTERLY ALONG WEYMOUTH DRIVE, 8.8 M
 DD2233'(28.9 FT) SOUTHEAST OF THE WEST CORNER OF THE MOST SOUTHERLY OF 2
 DD2233'COTTAGES, 3.9 M (12.8 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF
 DD2233'THE ROAD, 3.2 M (10.5 FT) WEST-NORTHWEST OF THE SOUTH CORNER OF THE
 DD2233'COTTAGE, 1.4 M (4.6 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 DD2233'COTTAGE, AND 0.5 M (1.6 FT) NORTH-NORTHWEST OF A UTILITY POLE.
 DD2233'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.05 M
 DD2233'(0.16 FT) BELOW THE GROUND SURFACE.
 DD2233
 DD2233                          STATION RECOVERY (1994)
 DD2233
 DD2233'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2229 ***********************************************************************
 DD2229  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2229  DESIGNATION -  866 1913 G TIDAL
 DD2229  PID         -  DD2229
 DD2229  STATE/COUNTY-  SC/GEORGETOWN
 DD2229  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2229
 DD2229                         *CURRENT SURVEY CONTROL
 DD2229  ___________________________________________________________________
 DD2229* NAD 83(1986)-  33 27 30.     (N)    079 12 21.     (W)     SCALED    
 DD2229* NAVD 88     -         2.855  (meters)       9.37   (feet)  ADJUSTED  
 DD2229  ___________________________________________________________________
 DD2229  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD2229  DYNAMIC HT  -           2.852 (meters)       9.36  (feet)  COMP
 DD2229  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DD2229
 DD2229  VERT ORDER  -  FIRST     CLASS II
 DD2229
 DD2229.The horizontal coordinates were scaled from a topographic map and have
 DD2229.an estimated accuracy of +/- 6 seconds.
 DD2229
 DD2229.The orthometric height was determined by differential leveling
 DD2229.and adjusted by the National Geodetic Survey in June 1991..
 DD2229
 DD2229.This Tidal Bench Mark is designated as VM 3891
 DD2229.by the Center for Operational Oceanographic Products and Services.
 DD2229
 DD2229.The geoid height was determined by GEOID03.
 DD2229
 DD2229.The dynamic height is computed by dividing the NAVD 88
 DD2229.geopotential number by the normal gravity value computed on the
 DD2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2229.degrees latitude (g = 980.6199 gals.).
 DD2229
 DD2229.The modeled gravity was interpolated from observed gravity values.
 DD2229
 DD2229;                    North         East    Units  Estimated Accuracy
 DD2229;SPC SC       -   181,650.      776,360.      MT  (+/- 180 meters Scaled)
 DD2229
 DD2229                          SUPERSEDED SURVEY CONTROL
 DD2229
 DD2229  NGVD 29 (03/21/89)    3.161  (m)           10.37   (f) ADJUSTED    1 2
 DD2229
 DD2229.Superseded values are not recommended for survey control.
 DD2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2229.See file dsdata.txt to determine how the superseded data were derived.
 DD2229
 DD2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT667035(NAD 83)
 DD2229_MARKER: DJ = TIDAL STATION DISK
 DD2229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2229_SP_SET: STAINLESS STEEL ROD
 DD2229_STAMPING: 1913 G 1982
 DD2229_MARK LOGO: NOS   
 DD2229_PROJECTION: RECESSED 1 CENTIMETERS
 DD2229_MAGNETIC: I = MARKER IS A STEEL ROD
 DD2229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2229+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2229_ROD/PIPE-DEPTH: 12.2 meters
 DD2229
 DD2229  HISTORY     - Date     Condition        Report By
 DD2229  HISTORY     - 1982     MONUMENTED       NOS
 DD2229  HISTORY     - 1987     GOOD             SCGS
 DD2229  HISTORY     - 19920717 GOOD             NGS
 DD2229  HISTORY     - 19940616 GOOD             USPSQD
 DD2229
 DD2229                          STATION DESCRIPTION
 DD2229
 DD2229'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2229'12.0 KM (7.45 MI) NE FROM GEORGETOWN.
 DD2229'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD2229'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2229'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2229'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2229'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2229'STATE ROAD 52, THENCE 3.05 KM (1.9 MI) NORTHEAST ALONG ROAD 52 TO THE
 DD2229'ENTRANCE OF THE WEYMOUTH PLANTATION, THENCE 1.75 KM (1.1 MI)
 DD2229'SOUTHEASTERLY ALONG THE ENTRANCE ROAD TO A FORK, CONTINUE 0.4 KM
 DD2229'(0.25 MI) SOUTHWESTERLY ALONG THE MAIN ROAD, SET NEAR POWER POLE WITH
 DD2229'TWO GUY WIRES, 2.15 METERS (7.1 FT) NORTHEAST OF THE POWER POLE, 5.95
 DD2229'METERS (19.5 FT) NORTHWEST OF THE CENTER OF THE ROAD, 21.7 METERS
 DD2229'(71.2 FT) NORTHEAST OF A 21-INCH LIVE OAK TREE, 14.7 METERS (48.2 FT)
 DD2229'WEST OF A 35-INCH DOUBLE-TRUNKED OAK TREE.
 DD2229'THE MARK IS 0.43 METERS  W FROM  A WITNESS POST
 DD2229
 DD2229                          STATION RECOVERY (1992)
 DD2229
 DD2229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2229'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION
 DD2229'OF U.S. HIGHWAY 17 IN GEORGETOWN, THENCE 3.8 KM (2.35 MI)
 DD2229'SOUTHEASTERLY ALONG STATE ROAD S 22 4 (CHOPPEE ROAD), THENCE 3.1 KM
 DD2229'(1.90 MI) SOUTHEASTERLY ALONG STATE ROAD S 22 53 (PLANTERSVILLE ROAD)
 DD2229', THENCE 2.1 KM (1.30 MI) SOUTHEASTERLY ALONG WEYMOUTH DRIVE, 21,7 M
 DD2229'NORTHEAST OF A 21-INCH OAK TREE, 14.7 M (48.2 FT) WEST OF A 35-INCH
 DD2229'DOUBLE TRUNK OAK TREE, 6.0 M (19.7 FT) NORTHWEST OF AND LEVEL WITH
 DD2229'THE CENTER OF THE ROAD, 2.1 M (6.9 FT) NORTHEAST OF A UTILITY POLE
 DD2229'WITH 2 GUY CABLES, AND 0.5 M (1.6 FT) WEST-NORTHWEST OF A WITNESS
 DD2229'POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED
 DD2229'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 DD2229
 DD2229                          STATION RECOVERY (1994)
 DD2229
 DD2229'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2231 ***********************************************************************
 DD2231  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2231  DESIGNATION -  866 1913 H TIDAL
 DD2231  PID         -  DD2231
 DD2231  STATE/COUNTY-  SC/GEORGETOWN
 DD2231  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2231
 DD2231                         *CURRENT SURVEY CONTROL
 DD2231  ___________________________________________________________________
 DD2231* NAD 83(1986)-  33 27 25.     (N)    079 12 20.     (W)     SCALED    
 DD2231* NAVD 88     -         2.642  (meters)       8.67   (feet)  ADJUSTED  
 DD2231  ___________________________________________________________________
 DD2231  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DD2231  DYNAMIC HT  -           2.639 (meters)       8.66  (feet)  COMP
 DD2231  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DD2231
 DD2231  VERT ORDER  -  FIRST     CLASS II
 DD2231
 DD2231.The horizontal coordinates were scaled from a topographic map and have
 DD2231.an estimated accuracy of +/- 6 seconds.
 DD2231
 DD2231.The orthometric height was determined by differential leveling
 DD2231.and adjusted by the National Geodetic Survey in June 1991..
 DD2231
 DD2231.This Tidal Bench Mark is designated as VM 3892
 DD2231.by the Center for Operational Oceanographic Products and Services.
 DD2231
 DD2231.The geoid height was determined by GEOID03.
 DD2231
 DD2231.The dynamic height is computed by dividing the NAVD 88
 DD2231.geopotential number by the normal gravity value computed on the
 DD2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2231.degrees latitude (g = 980.6199 gals.).
 DD2231
 DD2231.The modeled gravity was interpolated from observed gravity values.
 DD2231
 DD2231;                    North         East    Units  Estimated Accuracy
 DD2231;SPC SC       -   181,500.      776,390.      MT  (+/- 180 meters Scaled)
 DD2231
 DD2231                          SUPERSEDED SURVEY CONTROL
 DD2231
 DD2231  NGVD 29 (03/21/89)    2.948  (m)            9.67   (f) ADJUSTED    1 2
 DD2231
 DD2231.Superseded values are not recommended for survey control.
 DD2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2231.See file dsdata.txt to determine how the superseded data were derived.
 DD2231
 DD2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT667033(NAD 83)
 DD2231_MARKER: DJ = TIDAL STATION DISK
 DD2231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2231_SP_SET: STAINLESS STEEL ROD
 DD2231_STAMPING: 1913 H 1982
 DD2231_MARK LOGO: NOS   
 DD2231_PROJECTION: FLUSH
 DD2231_MAGNETIC: I = MARKER IS A STEEL ROD
 DD2231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD2231+STABILITY: POSITION/ELEVATION WELL
 DD2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2231+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD2231_ROD/PIPE-DEPTH: 8.5  meters
 DD2231
 DD2231  HISTORY     - Date     Condition        Report By
 DD2231  HISTORY     - 1982     MONUMENTED       NOS
 DD2231  HISTORY     - 1987     GOOD             SCGS
 DD2231  HISTORY     - 19920717 GOOD             NGS
 DD2231  HISTORY     - 19940616 GOOD             USPSQD
 DD2231
 DD2231                          STATION DESCRIPTION
 DD2231
 DD2231'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2231'11.8 KM (7.35 MI) NE FROM GEORGETOWN.
 DD2231'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2231'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2231'(CHURCH STREET) IN GEORGETOWN, THENCE 3.8 KM (2.35 MI) SOUTHEASTERLY
 DD2231'ALONG STATE ROAD 4 TO A T-JUNCTION FORMED BY A PRIVATE DRIVEWAY AND
 DD2231'STATE ROAD 52, THENCE 3.05 KM (1.9 MI) NORTHEAST ALONG ROAD 52 TO THE
 DD2231'ENTRANCE OF WEYMOUTH PLANTATION, THENCE 1.75 KM (1.1 MI)
 DD2231'SOUTHEASTERLY ALONG THE ENTRANCE ROAD TO A FORK, CONTINUE 0.65 KM
 DD2231'(0.4 MI) SOUTHWESTERLY ALONG THE MAIN SAND ROAD TO TWO WOODEN
 DD2231'COTTAGES, SET NEAR THE NORTH CORNER OF THE NORTHEAST COTTAGE, 1.33
 DD2231'METERS (4.4 FT) EAST OF THE CORNER OF THE COTTAGE, 18.65 METERS (61.2
 DD2231'FT) WEST-NORTHWEST OF THE WEST CORNER OF A WOODEN PUMP SHED, 0.62
 DD2231'METER (2.0 FT) NORTHEAST OF THE NORTHEAST SIDE OF THE COTTAGE.
 DD2231
 DD2231                          STATION RECOVERY (1992)
 DD2231
 DD2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2231'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION
 DD2231'OF U.S. HIGHWAY 17 IN GEORGETOWN, THENCE 3.8 KM (2.35 MI)
 DD2231'SOUTHEASTERLY ALONG STATE ROAD S 22 4 (CHOPPEE ROAD), THENCE 3.1 KM
 DD2231'(1.90 MI) NORTHEASTERLY ALONG STATE ROAD S 22 52 (PLANTERSVILLE ROAD)
 DD2231', THENCE 2.3 KM (1.40 MI) SOUTHEASTERLY ALONG WEYMOUTH DRIVE, 28.9 M
 DD2231'(94.8 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD, 18.7 M
 DD2231'(61.4 FT) WEST-NORTHWEST OF THE WEST CORNER OF A PUMP HOUSE, 1.4 M
 DD2231'(4.6 FT) EAST OF THE NORTH CORNER OF THE MOST NORTHERLY OF 2
 DD2231'COTTAGES, AND 0.6 M (2.0 FT) NORTHEAST OF THE NORTHEAST FACE OF THE
 DD2231'COTTAGE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH
 DD2231'WITH THE GROUND SURFACE.
 DD2231
 DD2231                          STATION RECOVERY (1994)
 DD2231
 DD2231'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1432 ***********************************************************************
 DD1432  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1432  DESIGNATION -  866 1947 A TIDAL
 DD1432  PID         -  DD1432
 DD1432  STATE/COUNTY-  SC/GEORGETOWN
 DD1432  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1432
 DD1432                         *CURRENT SURVEY CONTROL
 DD1432  ___________________________________________________________________
 DD1432* NAD 83(1986)-  33 27 02.     (N)    079 06 44.     (W)     SCALED    
 DD1432* NAVD 88     -         0.594  (meters)       1.95   (feet)  ADJUSTED  
 DD1432  ___________________________________________________________________
 DD1432  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1432  DYNAMIC HT  -           0.594 (meters)       1.95  (feet)  COMP
 DD1432  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DD1432
 DD1432  VERT ORDER  -  FIRST     CLASS II
 DD1432
 DD1432.The horizontal coordinates were scaled from a topographic map and have
 DD1432.an estimated accuracy of +/- 6 seconds.
 DD1432
 DD1432.The orthometric height was determined by differential leveling
 DD1432.and adjusted by the National Geodetic Survey in June 1991..
 DD1432
 DD1432.This Tidal Bench Mark is designated as VM 3893
 DD1432.by the Center for Operational Oceanographic Products and Services.
 DD1432
 DD1432.The geoid height was determined by GEOID03.
 DD1432
 DD1432.The dynamic height is computed by dividing the NAVD 88
 DD1432.geopotential number by the normal gravity value computed on the
 DD1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1432.degrees latitude (g = 980.6199 gals.).
 DD1432
 DD1432.The modeled gravity was interpolated from observed gravity values.
 DD1432
 DD1432;                    North         East    Units  Estimated Accuracy
 DD1432;SPC SC       -   180,950.      785,070.      MT  (+/- 180 meters Scaled)
 DD1432
 DD1432                          SUPERSEDED SURVEY CONTROL
 DD1432
 DD1432  NGVD 29 (05/09/91)    0.905  (m)            2.97   (f) ADJUSTED    1 2
 DD1432
 DD1432.Superseded values are not recommended for survey control.
 DD1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1432.See file dsdata.txt to determine how the superseded data were derived.
 DD1432
 DD1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT754028(NAD 83)
 DD1432_MARKER: DJ = TIDAL STATION DISK
 DD1432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1432_SP_SET: STAINLESS STEEL ROD
 DD1432_STAMPING: 1947 A 1982
 DD1432_MARK LOGO: NOS   
 DD1432_PROJECTION: PROJECTING 7 CENTIMETERS
 DD1432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1432+STABILITY: POSITION/ELEVATION WELL
 DD1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1432+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 DD1432_ROD/PIPE-DEPTH: 8.50 meters
 DD1432
 DD1432  HISTORY     - Date     Condition        Report By
 DD1432  HISTORY     - 1982     MONUMENTED       NOS
 DD1432  HISTORY     - 1985     GOOD             SCGS
 DD1432  HISTORY     - 19900501 GOOD             NGS
 DD1432
 DD1432                          STATION DESCRIPTION
 DD1432
 DD1432'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1432'1.8 KM (1.1 MI) NE FROM PAWLEYS ISLAND.
 DD1432'1.8 KM (1.1 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1432'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 0.6 KM (0.4 MI) SOUTHEAST
 DD1432'ALONG A SAND ROAD, SET NEAR THE NORTH CORNER OF AN OLD CONCRETE
 DD1432'CISTERN AT THE END OF THE ROAD IN THE MARSH, 2.7 METERS (8.86 FT)
 DD1432'SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 0.57 METER (1.87 FT) NORTH
 DD1432'OF THE NORTH CORNER OF THE CISTERN.
 DD1432'THE MARK IS 0.35 METERS  NNE FROM A WITNESS POST.
 DD1432'THE MARK IS ABOVE LEVEL WITH MARSH.
 DD1432
 DD1432                          STATION RECOVERY (1990)
 DD1432
 DD1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1431 ***********************************************************************
 DD1431  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1431  DESIGNATION -  866 1947 B TIDAL
 DD1431  PID         -  DD1431
 DD1431  STATE/COUNTY-  SC/GEORGETOWN
 DD1431  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1431
 DD1431                         *CURRENT SURVEY CONTROL
 DD1431  ___________________________________________________________________
 DD1431* NAD 83(1986)-  33 27 04.     (N)    079 06 47.     (W)     SCALED    
 DD1431* NAVD 88     -         0.859  (meters)       2.82   (feet)  ADJUSTED  
 DD1431  ___________________________________________________________________
 DD1431  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1431  DYNAMIC HT  -           0.858 (meters)       2.81  (feet)  COMP
 DD1431  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DD1431
 DD1431  VERT ORDER  -  FIRST     CLASS II
 DD1431
 DD1431.The horizontal coordinates were scaled from a topographic map and have
 DD1431.an estimated accuracy of +/- 6 seconds.
 DD1431
 DD1431.The orthometric height was determined by differential leveling
 DD1431.and adjusted by the National Geodetic Survey in June 1991..
 DD1431
 DD1431.This Tidal Bench Mark is designated as VM 3894
 DD1431.by the Center for Operational Oceanographic Products and Services.
 DD1431
 DD1431.The geoid height was determined by GEOID03.
 DD1431
 DD1431.The dynamic height is computed by dividing the NAVD 88
 DD1431.geopotential number by the normal gravity value computed on the
 DD1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1431.degrees latitude (g = 980.6199 gals.).
 DD1431
 DD1431.The modeled gravity was interpolated from observed gravity values.
 DD1431
 DD1431;                    North         East    Units  Estimated Accuracy
 DD1431;SPC SC       -   181,010.      784,990.      MT  (+/- 180 meters Scaled)
 DD1431
 DD1431                          SUPERSEDED SURVEY CONTROL
 DD1431
 DD1431  NGVD 29 (05/09/91)    1.169  (m)            3.84   (f) ADJUSTED    1 2
 DD1431
 DD1431.Superseded values are not recommended for survey control.
 DD1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1431.See file dsdata.txt to determine how the superseded data were derived.
 DD1431
 DD1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT753028(NAD 83)
 DD1431_MARKER: DJ = TIDAL STATION DISK
 DD1431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1431_SP_SET: STAINLESS STEEL ROD
 DD1431_STAMPING: 1947 B 1982
 DD1431_MARK LOGO: NOS   
 DD1431_PROJECTION: FLUSH
 DD1431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1431+STABILITY: POSITION/ELEVATION WELL
 DD1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1431+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 DD1431_ROD/PIPE-DEPTH: 8.50 meters
 DD1431
 DD1431  HISTORY     - Date     Condition        Report By
 DD1431  HISTORY     - 1982     MONUMENTED       NOS
 DD1431  HISTORY     - 1985     GOOD             SCGS
 DD1431  HISTORY     - 19900501 GOOD             NGS
 DD1431
 DD1431                          STATION DESCRIPTION
 DD1431
 DD1431'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1431'1.8 KM (1.1 MI) NE FROM PAWLEYS ISLAND.
 DD1431'1.8 KM (1.1 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1431'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 0.5 KM (0.3 MI) SOUTHEAST
 DD1431'ALONG A SAND ROAD, SET AT THE EDGE OF THE MARSH, 0.3 KM (0.2 MI)
 DD1431'SOUTHEAST OF AN ABANDONED CONCRETE FRAMED HOUSE, 0.2 KM (0.1 MI)
 DD1431'NORTHWEST OF AN OLD CONCRETE CISTERN, 2.5 METERS (8.2 FT) NORTH
 DD1431'NORTHEAST OF THE CENTER OF THE SAND ROAD, 2.0 METERS (6.56 FT) SOUTH
 DD1431'SOUTHWEST OF THE EDGE OF THE MARSH.
 DD1431'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 DD1431'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1431
 DD1431                          STATION RECOVERY (1990)
 DD1431
 DD1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1430 ***********************************************************************
 DD1430  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1430  DESIGNATION -  866 1947 C TIDAL
 DD1430  PID         -  DD1430
 DD1430  STATE/COUNTY-  SC/GEORGETOWN
 DD1430  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1430
 DD1430                         *CURRENT SURVEY CONTROL
 DD1430  ___________________________________________________________________
 DD1430* NAD 83(1986)-  33 27 06.     (N)    079 06 52.     (W)     SCALED    
 DD1430* NAVD 88     -         1.306  (meters)       4.28   (feet)  ADJUSTED  
 DD1430  ___________________________________________________________________
 DD1430  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1430  DYNAMIC HT  -           1.304 (meters)       4.28  (feet)  COMP
 DD1430  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DD1430
 DD1430  VERT ORDER  -  FIRST     CLASS II
 DD1430
 DD1430.The horizontal coordinates were scaled from a topographic map and have
 DD1430.an estimated accuracy of +/- 6 seconds.
 DD1430
 DD1430.The orthometric height was determined by differential leveling
 DD1430.and adjusted by the National Geodetic Survey in June 1991..
 DD1430
 DD1430.This Tidal Bench Mark is designated as VM 3895
 DD1430.by the Center for Operational Oceanographic Products and Services.
 DD1430
 DD1430.The geoid height was determined by GEOID03.
 DD1430
 DD1430.The dynamic height is computed by dividing the NAVD 88
 DD1430.geopotential number by the normal gravity value computed on the
 DD1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1430.degrees latitude (g = 980.6199 gals.).
 DD1430
 DD1430.The modeled gravity was interpolated from observed gravity values.
 DD1430
 DD1430;                    North         East    Units  Estimated Accuracy
 DD1430;SPC SC       -   181,070.      784,860.      MT  (+/- 180 meters Scaled)
 DD1430
 DD1430                          SUPERSEDED SURVEY CONTROL
 DD1430
 DD1430  NGVD 29 (05/09/91)    1.617  (m)            5.31   (f) ADJUSTED    1 2
 DD1430
 DD1430.Superseded values are not recommended for survey control.
 DD1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1430.See file dsdata.txt to determine how the superseded data were derived.
 DD1430
 DD1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT752029(NAD 83)
 DD1430_MARKER: DJ = TIDAL STATION DISK
 DD1430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1430_SP_SET: STAINLESS STEEL ROD
 DD1430_STAMPING: 1947 C 1982
 DD1430_MARK LOGO: NOS   
 DD1430_PROJECTION: FLUSH
 DD1430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1430+STABILITY: POSITION/ELEVATION WELL
 DD1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1430+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1430_ROD/PIPE-DEPTH: 9.75 meters
 DD1430
 DD1430  HISTORY     - Date     Condition        Report By
 DD1430  HISTORY     - 1982     MONUMENTED       NOS
 DD1430  HISTORY     - 1986     GOOD             SCGS
 DD1430  HISTORY     - 19900502 GOOD             NGS
 DD1430  HISTORY     - 20001118 GOOD             USPSQD
 DD1430
 DD1430                          STATION DESCRIPTION
 DD1430
 DD1430'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1430'1.8 KM (1.1 MI) NE FROM PAWLEYS ISLAND.
 DD1430'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1430'1.8 KM (1.1 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1430'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 0.3 KM (0.2 MI) SOUTHEAST
 DD1430'ALONG A SAND ROAD, SET NEAR A POWER POLE AT THE EDGE OF THE MARSH,
 DD1430'0.2 KM (0.1 MI) SOUTHEAST OF AN ABANDONED CONCRETE FRAMED HOUSE,
 DD1430'2.0 METERS (6.56 FT) SOUTH OF THE POWER POLE AG3, 2.0 METERS (6.56 FT)
 DD1430'NORTH NORTHEAST OF THE CENTER OF THE SAND ROAD, 2.75 METERS (9.02 FT)
 DD1430'SOUTH SOUTHWEST OF THE EDGE OF THE MARSH.
 DD1430'THE MARK IS 0.37 METERS  SSW FROM A WITNESS POST.
 DD1430
 DD1430                          STATION RECOVERY (1990)
 DD1430
 DD1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1430'1.8 KM (1.12 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1430'JUNCTION OF STATE HIGHWAY 46 IN PAWLEYS ISLAND, THENCE 0.3 KM (0.19
 DD1430'MI) SOUTHEASTERLY ALONG A TRACK ROAD, 2.5 M (8.20 FT) SOUTHWEST OF
 DD1430'THE CENTER OF THE ROAD, AND 0.4 M (1.31 FT) NORTHEAST OF A WITNESS
 DD1430'POST.  NOTE--THE DISK IS CRIMPED TO A STAINLESS STEEL ROD ENCASED IN
 DD1430'A 4-INCH PVC PIPE THAT PROJECTS 0.1 M (0.33 FT) ABOVE THE GROUND
 DD1430'SURFACE.  THE MARK MEETS ALL REQUIREMENTS OF A CLASS A MARK.  DUE TO
 DD1430'CORROSION THE STAMPING IS NOW ILLEGIBLE.
 DD1430
 DD1430                          STATION RECOVERY (2000)
 DD1430
 DD1430'RECOVERY NOTE BY US POWER SQUADRON 2000 (KMG)
 DD1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1429 ***********************************************************************
 DD1429  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1429  DESIGNATION -  866 1947 D TIDAL
 DD1429  PID         -  DD1429
 DD1429  STATE/COUNTY-  SC/GEORGETOWN
 DD1429  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1429
 DD1429                         *CURRENT SURVEY CONTROL
 DD1429  ___________________________________________________________________
 DD1429* NAD 83(1986)-  33 27 06.     (N)    079 06 57.     (W)     SCALED    
 DD1429* NAVD 88     -         1.328  (meters)       4.36   (feet)  ADJUSTED  
 DD1429  ___________________________________________________________________
 DD1429  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1429  DYNAMIC HT  -           1.326 (meters)       4.35  (feet)  COMP
 DD1429  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DD1429
 DD1429  VERT ORDER  -  FIRST     CLASS II
 DD1429
 DD1429.The horizontal coordinates were scaled from a topographic map and have
 DD1429.an estimated accuracy of +/- 6 seconds.
 DD1429
 DD1429.The orthometric height was determined by differential leveling
 DD1429.and adjusted by the National Geodetic Survey in June 1991..
 DD1429
 DD1429.This Tidal Bench Mark is designated as VM 3896
 DD1429.by the Center for Operational Oceanographic Products and Services.
 DD1429
 DD1429.The geoid height was determined by GEOID03.
 DD1429
 DD1429.The dynamic height is computed by dividing the NAVD 88
 DD1429.geopotential number by the normal gravity value computed on the
 DD1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1429.degrees latitude (g = 980.6199 gals.).
 DD1429
 DD1429.The modeled gravity was interpolated from observed gravity values.
 DD1429
 DD1429;                    North         East    Units  Estimated Accuracy
 DD1429;SPC SC       -   181,060.      784,730.      MT  (+/- 180 meters Scaled)
 DD1429
 DD1429                          SUPERSEDED SURVEY CONTROL
 DD1429
 DD1429  NGVD 29 (05/09/91)    1.639  (m)            5.38   (f) ADJUSTED    1 2
 DD1429
 DD1429.Superseded values are not recommended for survey control.
 DD1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1429.See file dsdata.txt to determine how the superseded data were derived.
 DD1429
 DD1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT751029(NAD 83)
 DD1429_MARKER: DJ = TIDAL STATION DISK
 DD1429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1429_SP_SET: STAINLESS STEEL ROD
 DD1429_STAMPING: 1947 D 1982
 DD1429_MARK LOGO: NOS   
 DD1429_PROJECTION: FLUSH
 DD1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1429+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1429_ROD/PIPE-DEPTH: 9.75 meters
 DD1429
 DD1429  HISTORY     - Date     Condition        Report By
 DD1429  HISTORY     - 1982     MONUMENTED       NOS
 DD1429  HISTORY     - 1985     GOOD             SCGS
 DD1429  HISTORY     - 19900501 GOOD             NGS
 DD1429  HISTORY     - 20001118 GOOD             USPSQD
 DD1429
 DD1429                          STATION DESCRIPTION
 DD1429
 DD1429'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1429'1.8 KM (1.1 MI) NE FROM PAWLEYS ISLAND.
 DD1429'1.8 KM (1.1 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1429'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 0.2 KM (0.1 MI) SOUTHEAST
 DD1429'ALONG A SAND ROAD, SET NEAR THE NORTH CORNER OF A FIVE FOOT CHAIN LINK
 DD1429'FENCE THAT SURROUNDS AN ABANDONED CONCRETE FRAMED HOUSE, 3.65 METERS
 DD1429'(11.98 FT) SOUTH SOUTHWEST OF THE SAND ROAD, 17.25 METERS (56.6 FT)
 DD1429'NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 4.9 METERS (16.08 FT)
 DD1429'NORTHWEST OF A 16 INCH LIVE OAK TREE, 8.2 METERS (26.9 FT) SOUTHWEST
 DD1429'OF A POWER POLE AG 1/2, 4.95 METERS (16.24 FT) EAST OF THE NORTH
 DD1429'CORNER OF THE CHAIN LINK FENCE, 19.4 METERS (63.65 FT) WEST OF A 21
 DD1429'INCH PINE TREE.
 DD1429'THE MARK IS 0.25 METERS  NNE FROM A WITNESS POST.
 DD1429'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1429
 DD1429                          STATION RECOVERY (1990)
 DD1429
 DD1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1429'RECOVERED IN GOOD CONDITION.
 DD1429
 DD1429                          STATION RECOVERY (2000)
 DD1429
 DD1429'RECOVERY NOTE BY US POWER SQUADRON 2000 (REG)
 DD1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1428 ***********************************************************************
 DD1428  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1428  DESIGNATION -  866 1947 E TIDAL
 DD1428  PID         -  DD1428
 DD1428  STATE/COUNTY-  SC/GEORGETOWN
 DD1428  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1428
 DD1428                         *CURRENT SURVEY CONTROL
 DD1428  ___________________________________________________________________
 DD1428* NAD 83(1986)-  33 27 10.     (N)    079 07 02.     (W)     SCALED    
 DD1428* NAVD 88     -         2.590  (meters)       8.50   (feet)  ADJUSTED  
 DD1428  ___________________________________________________________________
 DD1428  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1428  DYNAMIC HT  -           2.587 (meters)       8.49  (feet)  COMP
 DD1428  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DD1428
 DD1428  VERT ORDER  -  FIRST     CLASS II
 DD1428
 DD1428.The horizontal coordinates were scaled from a topographic map and have
 DD1428.an estimated accuracy of +/- 6 seconds.
 DD1428
 DD1428.The orthometric height was determined by differential leveling
 DD1428.and adjusted by the National Geodetic Survey in June 1991..
 DD1428
 DD1428.This Tidal Bench Mark is designated as VM 3897
 DD1428.by the Center for Operational Oceanographic Products and Services.
 DD1428
 DD1428.The geoid height was determined by GEOID03.
 DD1428
 DD1428.The dynamic height is computed by dividing the NAVD 88
 DD1428.geopotential number by the normal gravity value computed on the
 DD1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1428.degrees latitude (g = 980.6199 gals.).
 DD1428
 DD1428.The modeled gravity was interpolated from observed gravity values.
 DD1428
 DD1428;                    North         East    Units  Estimated Accuracy
 DD1428;SPC SC       -   181,190.      784,600.      MT  (+/- 180 meters Scaled)
 DD1428
 DD1428                          SUPERSEDED SURVEY CONTROL
 DD1428
 DD1428  NGVD 29 (05/09/91)    2.901  (m)            9.52   (f) ADJUSTED    1 2
 DD1428
 DD1428.Superseded values are not recommended for survey control.
 DD1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1428.See file dsdata.txt to determine how the superseded data were derived.
 DD1428
 DD1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT749030(NAD 83)
 DD1428_MARKER: DJ = TIDAL STATION DISK
 DD1428_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1428_SP_SET: STAINLESS STEEL ROD
 DD1428_STAMPING: 1947 E 1982
 DD1428_MARK LOGO: NOS   
 DD1428_PROJECTION: FLUSH
 DD1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1428+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1428_ROD/PIPE-DEPTH: 9.75 meters
 DD1428
 DD1428  HISTORY     - Date     Condition        Report By
 DD1428  HISTORY     - 1982     MONUMENTED       NOS
 DD1428  HISTORY     - 1985     GOOD             SCGS
 DD1428  HISTORY     - 19900501 GOOD             NGS
 DD1428  HISTORY     - 20001118 GOOD             USPSQD
 DD1428
 DD1428                          STATION DESCRIPTION
 DD1428
 DD1428'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1428'1.8 KM (1.1 MI) NE FROM PAWLEYS ISLAND.
 DD1428'1.8 KM (1.1 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1428'OF STATE ROAD 46 IN PAWLEYS ISLAND, SET NEAR A POWER POLE IN THE EAST
 DD1428'ANGLE OF A SAND ROAD LEADING SOUTHEAST ALONG THE NORTHEAST SIDE OF AN
 DD1428'ABANDONED MOTEL, 2.0 METERS (6.56 FT) NORTH NORTHWEST OF THE POWER
 DD1428'POLE NUMBER 33836, 5.0 METERS (16.4 FT) WEST SOUTHWEST OF A TWIN TRUNK
 DD1428'MAGNOLIA TREE, 6.73 METERS (22.08 FT) NORTH NORTHWEST OF A 17 INCH
 DD1428'LIVE OAK TREE, 21.3 METERS (68.9 FT) SOUTHEAST OF THE CENTER OF THE
 DD1428'HIGHWAY, 7.5 METERS (24.61 FT) NORTHEAST OF THE CENTER OF THE SAND
 DD1428'ROAD, 10.6 METERS (34.78 FT) NORTH OF THE NORTH CORNER OF THE MOTEL.
 DD1428'THE MARK IS 0.28 METERS  NW FROM A WITNESS POST.
 DD1428'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD1428
 DD1428                          STATION RECOVERY (1990)
 DD1428
 DD1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1428'RECOVERED IN GOOD CONDITION.
 DD1428
 DD1428                          STATION RECOVERY (2000)
 DD1428
 DD1428'RECOVERY NOTE BY US POWER SQUADRON 2000 (KMG)
 DD1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1410 ***********************************************************************
 DD1410  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1410  DESIGNATION -  866 1989 G TIDAL
 DD1410  PID         -  DD1410
 DD1410  STATE/COUNTY-  SC/GEORGETOWN
 DD1410  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1410
 DD1410                         *CURRENT SURVEY CONTROL
 DD1410  ___________________________________________________________________
 DD1410* NAD 83(1986)-  33 26 13.     (N)    079 07 30.     (W)     SCALED    
 DD1410* NAVD 88     -         2.295  (meters)       7.53   (feet)  ADJUSTED  
 DD1410  ___________________________________________________________________
 DD1410  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1410  DYNAMIC HT  -           2.292 (meters)       7.52  (feet)  COMP
 DD1410  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DD1410
 DD1410  VERT ORDER  -  FIRST     CLASS II
 DD1410
 DD1410.The horizontal coordinates were scaled from a topographic map and have
 DD1410.an estimated accuracy of +/- 6 seconds.
 DD1410
 DD1410.The orthometric height was determined by differential leveling
 DD1410.and adjusted by the National Geodetic Survey in June 1991..
 DD1410
 DD1410.This Tidal Bench Mark is designated as VM 3903
 DD1410.by the Center for Operational Oceanographic Products and Services.
 DD1410
 DD1410.The geoid height was determined by GEOID03.
 DD1410
 DD1410.The dynamic height is computed by dividing the NAVD 88
 DD1410.geopotential number by the normal gravity value computed on the
 DD1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1410.degrees latitude (g = 980.6199 gals.).
 DD1410
 DD1410.The modeled gravity was interpolated from observed gravity values.
 DD1410
 DD1410;                    North         East    Units  Estimated Accuracy
 DD1410;SPC SC       -   179,420.      783,910.      MT  (+/- 180 meters Scaled)
 DD1410
 DD1410                          SUPERSEDED SURVEY CONTROL
 DD1410
 DD1410  NGVD 29 (05/09/91)    2.605  (m)            8.55   (f) ADJUSTED    1 2
 DD1410
 DD1410.Superseded values are not recommended for survey control.
 DD1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1410.See file dsdata.txt to determine how the superseded data were derived.
 DD1410
 DD1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT742013(NAD 83)
 DD1410_MARKER: DJ = TIDAL STATION DISK
 DD1410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1410_SP_SET: STAINLESS STEEL ROD
 DD1410_STAMPING: 1989 G 1982
 DD1410_MARK LOGO: NOS   
 DD1410_PROJECTION: RECESSED 7 CENTIMETERS
 DD1410_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1410+STABILITY: POSITION/ELEVATION WELL
 DD1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1410+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1410_ROD/PIPE-DEPTH: 7.32 meters
 DD1410
 DD1410  HISTORY     - Date     Condition        Report By
 DD1410  HISTORY     - 1982     MONUMENTED       NOS
 DD1410  HISTORY     - 1986     GOOD             SCGS
 DD1410  HISTORY     - 19900502 GOOD             NGS
 DD1410  HISTORY     - 19920717 GOOD             NGS
 DD1410  HISTORY     - 20001118 GOOD             USPSQD
 DD1410  HISTORY     - 20010331 GOOD             NGS
 DD1410
 DD1410                          STATION DESCRIPTION
 DD1410
 DD1410'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1410'IN PAWLEYS ISLAND.
 DD1410'THE MARK IS ABOVE LEVEL WITH SAND DRIVE.
 DD1410'0.3 KM (0.2 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1410'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, SET NEAR A POWER POLE IN THE
 DD1410'NORTHEAST ANGLE OF A SAND DRIVE LEADING TO A THREE STORY WOOD HOUSE,
 DD1410'0.97 METER (3.18 FT) SOUTHEAST OF THE POWER POLE NUMBER 23487,
 DD1410'5.5 METERS (18.04 FT) NORTH NORTHEAST OF THE CENTER OF THE SAND DRIVE,
 DD1410'13.8 METERS (45.28 FT) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DD1410'HOUSE, 17.0 METERS (55.77 FT) EAST NORTHEAST OF THE CENTER OF THE
 DD1410'STATE ROAD.
 DD1410'THE MARK IS 0.18 METERS  SSW FROM A WITNESS POST.
 DD1410
 DD1410                          STATION RECOVERY (1990)
 DD1410
 DD1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1410'0.3 KM (0.19 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 46 FROM THE
 DD1410'JUNCTION OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, 17.1 M (56.10 FT)
 DD1410'NORTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 14.0 M (45.93 FT)
 DD1410'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 1.0 M (3.28 FT)
 DD1410'SOUTHEAST OF UTILITY POLE NUMBER 23487, 0.5 M (1.64 FT) WEST OF
 DD1410'UTILITY PEDESTAL NUMBER 13-00, AND 0.2 M (0.66 FT) SOUTH OF A WITNESS
 DD1410'POST.  NOTE--THE DISK IS CRIMPED TO A STAINLESS STEEL ROD ENCASED IN
 DD1410'A 4-INCH PVC PIPE THAT IS 0.1 M (0.33 FT) BELOW THE GROUND SURFACE.
 DD1410'THE MARK MEETS ALL REQUIREMENTS OF A CLASS A MARK.
 DD1410
 DD1410                          STATION RECOVERY (1992)
 DD1410
 DD1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1410'0.3 KM (0.20 MI) SOUTHEASTERLY ALONG STATE ROAD S 22 46 FROM THE
 DD1410'JUNCTION OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, 17.1 M (56.1 FT)
 DD1410'NORTHEAST OF THE CENTERLINE OF THE ROAD, 14.0 M (45.9 FT)
 DD1410'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 4.0 M (13.1 FT)
 DD1410'NORTH-NORTHEAST OF THE CENTER OF A SAND ROAD, 1.0 M (3.3 FT)
 DD1410'SOUTHEAST OF UTILITY POLE NUMBER 23487 WITH A TRANSFORMER, 0.5 M (1.6
 DD1410'FT) WEST OF UNDERGROUND CABLE JUNCTION BOX 13-00, 0.3 M (1.0 FT)
 DD1410'SOUTH OF UNDERGROUND CABLE JUNCTION BOX 1100484, 0.3 M (1.0 FT) BELOW
 DD1410'THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS
 DD1410'POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED
 DD1410'0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 DD1410
 DD1410                          STATION RECOVERY (2000)
 DD1410
 DD1410'RECOVERY NOTE BY US POWER SQUADRON 2000 (SFP)
 DD1410'RECOVERED IN GOOD CONDITION.
 DD1410
 DD1410                          STATION RECOVERY (2001)
 DD1410
 DD1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1410'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1411 ***********************************************************************
 DD1411  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1411  DESIGNATION -  866 1989 TIDAL BD 1
 DD1411  PID         -  DD1411
 DD1411  STATE/COUNTY-  SC/GEORGETOWN
 DD1411  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1411
 DD1411                         *CURRENT SURVEY CONTROL
 DD1411  ___________________________________________________________________
 DD1411* NAD 83(1986)-  33 26 10.     (N)    079 07 29.     (W)     SCALED    
 DD1411* NAVD 88     -         1.879  (meters)       6.16   (feet)  ADJUSTED  
 DD1411  ___________________________________________________________________
 DD1411  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1411  DYNAMIC HT  -           1.877 (meters)       6.16  (feet)  COMP
 DD1411  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DD1411
 DD1411  VERT ORDER  -  FIRST     CLASS II
 DD1411
 DD1411.The horizontal coordinates were scaled from a topographic map and have
 DD1411.an estimated accuracy of +/- 6 seconds.
 DD1411
 DD1411.The orthometric height was determined by differential leveling
 DD1411.and adjusted by the National Geodetic Survey in June 1991..
 DD1411
 DD1411.This Tidal Bench Mark is designated as VM 3901
 DD1411.by the Center for Operational Oceanographic Products and Services.
 DD1411
 DD1411.The geoid height was determined by GEOID03.
 DD1411
 DD1411.The dynamic height is computed by dividing the NAVD 88
 DD1411.geopotential number by the normal gravity value computed on the
 DD1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1411.degrees latitude (g = 980.6199 gals.).
 DD1411
 DD1411.The modeled gravity was interpolated from observed gravity values.
 DD1411
 DD1411;                    North         East    Units  Estimated Accuracy
 DD1411;SPC SC       -   179,320.      783,940.      MT  (+/- 180 meters Scaled)
 DD1411
 DD1411                          SUPERSEDED SURVEY CONTROL
 DD1411
 DD1411  NGVD 29 (05/09/91)    2.189  (m)            7.18   (f) ADJUSTED    1 2
 DD1411
 DD1411.Superseded values are not recommended for survey control.
 DD1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1411.See file dsdata.txt to determine how the superseded data were derived.
 DD1411
 DD1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT743012(NAD 83)
 DD1411_MARKER: DJ = TIDAL STATION DISK
 DD1411_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1411_SP_SET: COPPER-CLAD STEEL ROD
 DD1411_STAMPING: B.D. NO. 1 1975
 DD1411_MARK LOGO: NOS   
 DD1411_PROJECTION: RECESSED 1 CENTIMETERS
 DD1411_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1411+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1411
 DD1411  HISTORY     - Date     Condition        Report By
 DD1411  HISTORY     - 1975     MONUMENTED       NOS
 DD1411  HISTORY     - 1986     GOOD             SCGS
 DD1411  HISTORY     - 19900502 GOOD             NGS
 DD1411  HISTORY     - 19920717 GOOD             NGS
 DD1411
 DD1411                          STATION DESCRIPTION
 DD1411
 DD1411'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1411'IN PAWLEYS ISLAND.
 DD1411'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1411'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION
 DD1411'OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.05 MI) WEST
 DD1411'ALONG A SAND ROAD, SET NEAR A POWER POLE WITH A TRANSFORMER AND ONE
 DD1411'GUY WIRE IN A CLEARED LOT, 0.62 METER (2.03 FT) SOUTH SOUTHWEST OF THE
 DD1411'POWER POLE AD5/33792, 5.0 METERS (16.4 FT) SOUTH OF THE CENTER OF THE
 DD1411'SAND ROAD, 25.33 METERS (83.1 FT) EAST SOUTHEAST OF A TRIPLE TRUNK
 DD1411'LIVE OAK TREE, 24.1 METERS (79.07 FT) NORTHWEST OF THE NORTHWEST
 DD1411'CORNER OF A WOODEN HOUSE (A.M. DILLARD RESIDENCE), ADD-ROD DEPTH
 DD1411'UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND RECESSED 07 CENTIMETERS.
 DD1411'THE MARK IS 0.22 METERS  E FROM A WITNESS POST.
 DD1411
 DD1411                          STATION RECOVERY (1990)
 DD1411
 DD1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1411'RECOVERED IN GOOD CONDITION.
 DD1411
 DD1411                          STATION RECOVERY (1992)
 DD1411
 DD1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1411'0.4 KM (0.25 MI) SOUTHEASTERLY ALONG STATE ROAD S 22 46 FROM THE
 DD1411'JUNCTION OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.05
 DD1411'MI) WESTERLY ALONG A SAND ROAD (CREEKSIDE DRIVE), 24.1 M (79.1 FT)
 DD1411'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 5.9 M (19.4 FT)
 DD1411'NORTHWEST OF AN 18-INCH OAK TREE, 5.0 M (16.4 FT) SOUTH OF THE CENTER
 DD1411'OF THE DRIVE, 3.9 M (12.8 FT) SOUTHWEST OF A 24-INCH OAK TREE, 1.1 M
 DD1411'(3.6 FT) SOUTHEAST OF UTILITY POLE NUMBER 33792 WITH A TRANSFORMER,
 DD1411'0.5 M (1.6 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER AD 5, 0.3 M
 DD1411'(1.0 FT) BELOW THE LEVEL OF THE DRIVE, AND 0.2 M (0.7 FT) EAST OF A
 DD1411'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 DD1411'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 DD1411'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1404 ***********************************************************************
 DD1404  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1404  DESIGNATION -  866 1989 TIDAL BD 2
 DD1404  PID         -  DD1404
 DD1404  STATE/COUNTY-  SC/GEORGETOWN
 DD1404  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1404
 DD1404                         *CURRENT SURVEY CONTROL
 DD1404  ___________________________________________________________________
 DD1404* NAD 83(1986)-  33 26 15.     (N)    079 07 32.     (W)     SCALED    
 DD1404* NAVD 88     -         2.983  (meters)       9.79   (feet)  ADJUSTED  
 DD1404  ___________________________________________________________________
 DD1404  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1404  DYNAMIC HT  -           2.979 (meters)       9.77  (feet)  COMP
 DD1404  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DD1404
 DD1404  VERT ORDER  -  FIRST     CLASS II
 DD1404
 DD1404.The horizontal coordinates were scaled from a topographic map and have
 DD1404.an estimated accuracy of +/- 6 seconds.
 DD1404
 DD1404.The orthometric height was determined by differential leveling
 DD1404.and adjusted by the National Geodetic Survey in June 1991..
 DD1404
 DD1404.This Tidal Bench Mark is designated as VM 3902
 DD1404.by the Center for Operational Oceanographic Products and Services.
 DD1404
 DD1404.The geoid height was determined by GEOID03.
 DD1404
 DD1404.The dynamic height is computed by dividing the NAVD 88
 DD1404.geopotential number by the normal gravity value computed on the
 DD1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1404.degrees latitude (g = 980.6199 gals.).
 DD1404
 DD1404.The modeled gravity was interpolated from observed gravity values.
 DD1404
 DD1404;                    North         East    Units  Estimated Accuracy
 DD1404;SPC SC       -   179,480.      783,860.      MT  (+/- 180 meters Scaled)
 DD1404
 DD1404                          SUPERSEDED SURVEY CONTROL
 DD1404
 DD1404  NGVD 29 (05/09/91)    3.293  (m)           10.80   (f) ADJUSTED    1 2
 DD1404
 DD1404.Superseded values are not recommended for survey control.
 DD1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1404.See file dsdata.txt to determine how the superseded data were derived.
 DD1404
 DD1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT742013(NAD 83)
 DD1404_MARKER: DJ = TIDAL STATION DISK
 DD1404_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DD1404+WITH SETTING: PAVEMENT
 DD1404_SP_SET: FOUNDATION
 DD1404_STAMPING: B.D. NO. 2 1975
 DD1404_MARK LOGO: NOS   
 DD1404_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1404+STABILITY: SURFACE MOTION
 DD1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1404+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1404
 DD1404  HISTORY     - Date     Condition        Report By
 DD1404  HISTORY     - 1975     MONUMENTED       NOS
 DD1404  HISTORY     - 1986     GOOD             SCGS
 DD1404  HISTORY     - 19900502 GOOD             NGS
 DD1404  HISTORY     - 19920717 GOOD             NGS
 DD1404  HISTORY     - 20001118 GOOD             USPSQD
 DD1404
 DD1404                          STATION DESCRIPTION
 DD1404
 DD1404'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1404'IN PAWLEYS ISLAND.
 DD1404'THE MARK IS 0.10 M ABOVE YARD.
 DD1404'0.2 KM (0.1 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1404'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.05 MI) WEST ALONG
 DD1404'A SAND ROAD, SET NEAR A TELEVISION TOWER IN A CONCRETE SLAB,
 DD1404'0.21 METER (0.69 FT) NORTH NORTHWEST OF THE NORTHWEST LEG OF THE
 DD1404'TOWER, 15.61 METERS (51.21 FT) WEST SOUTHWEST OF THE SOUTH CORNER OF A
 DD1404'WOODEN HOUSE, 10.14 METERS (33.27 FT) SOUTH SOUTHEAST OF THE WEST
 DD1404'CORNER OF THE HOUSE, 13.3 METERS (43.64 FT) WEST NORTHWEST OF A 30
 DD1404'INCH LIVE OAK TREE, 16.6 METERS (54.46 FT) EAST OF THE CENTER OF THE
 DD1404'SAND ROAD.
 DD1404
 DD1404                          STATION RECOVERY (1990)
 DD1404
 DD1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1404'0.2 KM (0.12 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 46 FROM THE
 DD1404'JUNCTION OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.06
 DD1404'MI) WESTERLY ALONG A DIRT ROAD, IN THE NORTHWEST CORNER OF A CONCRETE
 DD1404'SLAB, 21.8 M (71.52 FT) NORTHEAST OF UTILITY POLE NUMBER 14588, 16.9
 DD1404'M (55.45 FT) EAST OF AND LEVEL WITH THE ROAD CENTER, 10.1 M (33.14
 DD1404'FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 9.8 M (32.15
 DD1404'FT) NORTHWEST OF UTILITY POLE NUMBER 74376, AND 4.7 M (15.42 FT) EAST
 DD1404'OF A CHAIN-LINK FENCE.
 DD1404
 DD1404                          STATION RECOVERY (1992)
 DD1404
 DD1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1404'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG STATE ROAD S 22 46 FROM THE
 DD1404'JUNCTION OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.05
 DD1404'MI) WESTERLY ALONG CREEKSIDE DRIVE, IN TOP OF AND 0.2 M (0.7 FT)
 DD1404'SOUTHEAST OF THE NORTHWEST CORNER OF A 16 BY 16-FOOT CONCRETE
 DD1404'FOUNDATION (ABANDONED) IN THE BACK YARD OF THE EDWARD MILLS
 DD1404'RESIDENCE, 21.8 M (71.5 FT) NORTHEAST OF UTILITY POLE NUMBER 14588,
 DD1404'16.9 M (55.4 FT) EAST OF AND LEVEL WITH THE DRIVE, 10.1 M (33.1 FT)
 DD1404'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE RESIDENCE, 9.8 M (32.2
 DD1404'FT) NORTHWEST OF UTILITY POLE NUMBER 74376, 4.7 M (15.4 FT) EAST OF A
 DD1404'CHAIN-LINK FENCE, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE
 DD1404'FOUNDATION PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
 DD1404
 DD1404                          STATION RECOVERY (2000)
 DD1404
 DD1404'RECOVERY NOTE BY US POWER SQUADRON 2000 (SFP)
 DD1404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1392 ***********************************************************************
 DD1392  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1392  DESIGNATION -  866 1991 TIDAL HL 1
 DD1392  PID         -  DD1392
 DD1392  STATE/COUNTY-  SC/GEORGETOWN
 DD1392  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1392
 DD1392                         *CURRENT SURVEY CONTROL
 DD1392  ___________________________________________________________________
 DD1392* NAD 83(1986)-  33 26 10.     (N)    079 10 54.     (W)     SCALED    
 DD1392* NAVD 88     -         1.998  (meters)       6.56   (feet)  ADJUSTED  
 DD1392  ___________________________________________________________________
 DD1392  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1392  DYNAMIC HT  -           1.996 (meters)       6.55  (feet)  COMP
 DD1392  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DD1392
 DD1392  VERT ORDER  -  FIRST     CLASS II
 DD1392
 DD1392.The horizontal coordinates were scaled from a topographic map and have
 DD1392.an estimated accuracy of +/- 6 seconds.
 DD1392
 DD1392.The orthometric height was determined by differential leveling
 DD1392.and adjusted by the National Geodetic Survey in June 1991..
 DD1392
 DD1392.This Tidal Bench Mark is designated as VM 12082
 DD1392.by the Center for Operational Oceanographic Products and Services.
 DD1392
 DD1392.The geoid height was determined by GEOID03.
 DD1392
 DD1392.The dynamic height is computed by dividing the NAVD 88
 DD1392.geopotential number by the normal gravity value computed on the
 DD1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1392.degrees latitude (g = 980.6199 gals.).
 DD1392
 DD1392.The modeled gravity was interpolated from observed gravity values.
 DD1392
 DD1392;                    North         East    Units  Estimated Accuracy
 DD1392;SPC SC       -   179,230.      778,650.      MT  (+/- 180 meters Scaled)
 DD1392
 DD1392                          SUPERSEDED SURVEY CONTROL
 DD1392
 DD1392  NGVD 29 (03/21/89)    2.306  (m)            7.57   (f) ADJUSTED    1 2
 DD1392
 DD1392.Superseded values are not recommended for survey control.
 DD1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1392.See file dsdata.txt to determine how the superseded data were derived.
 DD1392
 DD1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT690011(NAD 83)
 DD1392_MARKER: DJ = TIDAL STATION DISK
 DD1392_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1392_SP_SET: COPPER-CLAD STEEL ROD
 DD1392_STAMPING: H.L. NO. 1 1975
 DD1392_MARK LOGO: NOS   
 DD1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1392
 DD1392  HISTORY     - Date     Condition        Report By
 DD1392  HISTORY     - 1975     MONUMENTED       NOS
 DD1392  HISTORY     - 1986     GOOD             SCGS
 DD1392  HISTORY     - 19920717 MARK NOT FOUND   NGS
 DD1392
 DD1392                          STATION DESCRIPTION
 DD1392
 DD1392'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1392'5.0 KM (3.1 MI) WSW FROM PAWLEYS ISLAND.
 DD1392'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1392'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 3.4 KM (2.1 MI) WESTERLY
 DD1392'ALONG STATE ROAD 758 TO END OF ROAD AND BOAT RAMP, SET NEAR A BLAZED
 DD1392'10 INCH LIVE OAK TREE, 3.21 METERS (10.53 FT) SOUTHWEST OF THE BLAZED
 DD1392'TREE, 13.6 METERS (44.62 FT) SOUTH SOUTHWEST OF THE CENTER OF THE
 DD1392'STATE ROAD AND BOAT RAMP, 5.3 METERS (17.39 FT) EAST OF A 10 INCH LIVE
 DD1392'OAK TREE, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, FLUSH
 DD1392'WITH GROUND.
 DD1392'THE MARK IS 0.43 METERS  WNW FROM A WITNESS POST.
 DD1392'THE MARK IS 0.10 M ABOVE STATE ROAD.
 DD1392
 DD1392                          STATION RECOVERY (1992)
 DD1392
 DD1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1392'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1388 ***********************************************************************
 DD1388  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1388  DESIGNATION -  866 1991 TIDAL HL 2
 DD1388  PID         -  DD1388
 DD1388  STATE/COUNTY-  SC/GEORGETOWN
 DD1388  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1388
 DD1388                         *CURRENT SURVEY CONTROL
 DD1388  ___________________________________________________________________
 DD1388* NAD 83(1986)-  33 26 11.     (N)    079 10 50.     (W)     SCALED    
 DD1388* NAVD 88     -         2.875  (meters)       9.43   (feet)  ADJUSTED  
 DD1388  ___________________________________________________________________
 DD1388  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1388  DYNAMIC HT  -           2.872 (meters)       9.42  (feet)  COMP
 DD1388  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DD1388
 DD1388  VERT ORDER  -  FIRST     CLASS II
 DD1388
 DD1388.The horizontal coordinates were scaled from a topographic map and have
 DD1388.an estimated accuracy of +/- 6 seconds.
 DD1388
 DD1388.The orthometric height was determined by differential leveling
 DD1388.and adjusted by the National Geodetic Survey in June 1991..
 DD1388
 DD1388.This Tidal Bench Mark is designated as VM 12083
 DD1388.by the Center for Operational Oceanographic Products and Services.
 DD1388
 DD1388.The geoid height was determined by GEOID03.
 DD1388
 DD1388.The dynamic height is computed by dividing the NAVD 88
 DD1388.geopotential number by the normal gravity value computed on the
 DD1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1388.degrees latitude (g = 980.6199 gals.).
 DD1388
 DD1388.The modeled gravity was interpolated from observed gravity values.
 DD1388
 DD1388;                    North         East    Units  Estimated Accuracy
 DD1388;SPC SC       -   179,260.      778,750.      MT  (+/- 180 meters Scaled)
 DD1388
 DD1388                          SUPERSEDED SURVEY CONTROL
 DD1388
 DD1388  NGVD 29 (03/21/89)    3.183  (m)           10.44   (f) ADJUSTED    1 2
 DD1388
 DD1388.Superseded values are not recommended for survey control.
 DD1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1388.See file dsdata.txt to determine how the superseded data were derived.
 DD1388
 DD1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT691011(NAD 83)
 DD1388_MARKER: DJ = TIDAL STATION DISK
 DD1388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1388_SP_SET: COPPER-CLAD STEEL ROD
 DD1388_STAMPING: H.L. NO. 2 1975
 DD1388_MARK LOGO: NOS   
 DD1388_PROJECTION: FLUSH
 DD1388_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1388+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1388
 DD1388  HISTORY     - Date     Condition        Report By
 DD1388  HISTORY     - 1975     MONUMENTED       NOS
 DD1388  HISTORY     - 1986     GOOD             SCGS
 DD1388  HISTORY     - 19920717 GOOD             NGS
 DD1388
 DD1388                          STATION DESCRIPTION
 DD1388
 DD1388'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1388'5.0 KM (3.1 MI) WSW FROM PAWLEYS ISLAND.
 DD1388'THE MARK IS 0.07 M BELOW STATE ROAD.
 DD1388'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1388'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 3.3 KM (2.05 MI) WESTERLY
 DD1388'ALONG STATE ROAD 758, SET NEAR A POWER POLE IN THE NORTH ANGLE OF A
 DD1388'SAND ROAD (WACCAMAW TRAIL) LEADING NORTHEAST, 1.2 METERS (3.94 FT)
 DD1388'WEST NORTHWEST OF THE POWER POLE NUMBER 32241, 8.0 METERS (26.25 FT)
 DD1388'NORTH NORTHEAST OF THE CENTER OF THE ROAD, 6.6 METERS (21.65 FT)
 DD1388'NORTHWEST OF THE CENTER OF THE SAND ROAD, 21.48 METERS (70.47 FT)
 DD1388'SOUTH OF A 66 INCH LIVE OAK TREE, ADD-ROD DEPTH UNKNOWN, REPORTEDLY
 DD1388'DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1388'THE MARK IS 0.22 METERS  S FROM A WITNESS POST.
 DD1388
 DD1388                          STATION RECOVERY (1992)
 DD1388
 DD1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1388'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1388'JUNCTION OF STATE ROAD S 22 42 IN PAWLEYS ISLAND, THENCE 3.3 KM (2.05
 DD1388'MI) WESTERLY ALONG STATE ROAD S 22 758 (TYSON TRAIL), 8.0 M (26.2 FT)
 DD1388'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 6.6 M (21.7 FT)
 DD1388'NORTHWEST OF THE CENTER OF WACCAMAW TRAIL, 0.3 M (1.0 FT)
 DD1388'WEST-NORTHWEST OF UTILITY POLE NUMBER 32241, 0.3 M (1.0 FT) BELOW THE
 DD1388'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 DD1388'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE
 DD1388'GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1393 ***********************************************************************
 DD1393  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1393  DESIGNATION -  866 1991 TIDAL HL 3
 DD1393  PID         -  DD1393
 DD1393  STATE/COUNTY-  SC/GEORGETOWN
 DD1393  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1393
 DD1393                         *CURRENT SURVEY CONTROL
 DD1393  ___________________________________________________________________
 DD1393* NAD 83(1986)-  33 26 12.     (N)    079 10 48.     (W)     SCALED    
 DD1393* NAVD 88     -         4.533  (meters)      14.87   (feet)  ADJUSTED  
 DD1393  ___________________________________________________________________
 DD1393  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1393  DYNAMIC HT  -           4.528 (meters)      14.86  (feet)  COMP
 DD1393  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DD1393
 DD1393  VERT ORDER  -  FIRST     CLASS II
 DD1393
 DD1393.The horizontal coordinates were scaled from a topographic map and have
 DD1393.an estimated accuracy of +/- 6 seconds.
 DD1393
 DD1393.The orthometric height was determined by differential leveling
 DD1393.and adjusted by the National Geodetic Survey in June 1991..
 DD1393
 DD1393.This Tidal Bench Mark is designated as VM 12084
 DD1393.by the Center for Operational Oceanographic Products and Services.
 DD1393
 DD1393.The geoid height was determined by GEOID03.
 DD1393
 DD1393.The dynamic height is computed by dividing the NAVD 88
 DD1393.geopotential number by the normal gravity value computed on the
 DD1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1393.degrees latitude (g = 980.6199 gals.).
 DD1393
 DD1393.The modeled gravity was interpolated from observed gravity values.
 DD1393
 DD1393;                    North         East    Units  Estimated Accuracy
 DD1393;SPC SC       -   179,290.      778,800.      MT  (+/- 180 meters Scaled)
 DD1393
 DD1393                          SUPERSEDED SURVEY CONTROL
 DD1393
 DD1393  NGVD 29 (03/21/89)    4.842  (m)           15.89   (f) ADJUSTED    1 2
 DD1393
 DD1393.Superseded values are not recommended for survey control.
 DD1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1393.See file dsdata.txt to determine how the superseded data were derived.
 DD1393
 DD1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT691011(NAD 83)
 DD1393_MARKER: DJ = TIDAL STATION DISK
 DD1393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1393_SP_SET: COPPER-CLAD STEEL ROD
 DD1393_STAMPING: H.L. NO. 3 1975
 DD1393_MARK LOGO: NOS   
 DD1393_PROJECTION: FLUSH
 DD1393_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1393+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1393
 DD1393  HISTORY     - Date     Condition        Report By
 DD1393  HISTORY     - 1975     MONUMENTED       NOS
 DD1393  HISTORY     - 1986     GOOD             SCGS
 DD1393  HISTORY     - 19920717 GOOD             NGS
 DD1393  HISTORY     - 20001118 GOOD             USPSQD
 DD1393  HISTORY     - 20010331 GOOD             NGS
 DD1393
 DD1393                          STATION DESCRIPTION
 DD1393
 DD1393'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1393'5.0 KM (3.1 MI) WSW FROM PAWLEYS ISLAND.
 DD1393'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1393'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1393'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 3.3 KM (2.05 MI) WESTERLY
 DD1393'ALONG STATE ROAD 758, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG A SAND
 DD1393'ROAD (WACCAMAW TRAIL), SET NEAR A POWER POLE IN THE WEST ANGLE OF
 DD1393'LANCER DRIVE, 6.0 METERS (19.69 FT) NORTH NORTHWEST OF THE CENTER OF
 DD1393'THE SAND ROAD, 6.3 METERS (20.67 FT) WEST SOUTHWEST OF THE CENTER OF
 DD1393'LANCER DRIVE, 1.98 METERS (6.5 FT) NORTHWEST OF THE POWER POLE
 DD1393'JAA2/32240, 6.2 METERS (20.34 FT) EAST OF A 17 INCH LIVE OAK TREE,
 DD1393'ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH
 DD1393'GROUND.
 DD1393'THE MARK IS 0.83 METERS  NW FROM A WITNESS POST.
 DD1393
 DD1393                          STATION RECOVERY (1992)
 DD1393
 DD1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1393'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1393'JUNCTION OF STATE ROAD S 22 42 IN PAWLEYS ISLAND, THENCE 3.3 KM (2.05
 DD1393'MI) WESTERLY ALONG STATE ROAD S 22 758 (TYSON TRAIL), THENCE 0.1 M
 DD1393'(0.3 FT) NORTHEASTERLY ALONG WACCAMAW TRAIL, 6.3 M (20.7 FT)
 DD1393'SOUTHWEST OF THE CENTER OF LANCER DRIVE, 6.0 M (19.7 FT) NORTHWEST OF
 DD1393'THE CENTER OF THE TRAIL, 2.0 M (6.6 FT) NORTHWEST OF UTILITY POLE
 DD1393'NUMBER JAA2 32240, 0.8 M (2.6 FT) NORTHWEST OF A WITNESS POST, 0.7 M
 DD1393'(2.3 FT) WEST-NORTHWEST OF A FENCE CORNER, AND 0.3 M (1.0 FT) ABOVE
 DD1393'THE LEVEL OF THE TRAIL.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC
 DD1393'PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 DD1393
 DD1393                          STATION RECOVERY (2000)
 DD1393
 DD1393'RECOVERY NOTE BY US POWER SQUADRON 2000
 DD1393'RECOVERED IN GOOD CONDITION.
 DD1393
 DD1393                          STATION RECOVERY (2001)
 DD1393
 DD1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1393'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1394 ***********************************************************************
 DD1394  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1394  DESIGNATION -  866 1991 TIDAL HL 4
 DD1394  PID         -  DD1394
 DD1394  STATE/COUNTY-  SC/GEORGETOWN
 DD1394  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1394
 DD1394                         *CURRENT SURVEY CONTROL
 DD1394  ___________________________________________________________________
 DD1394* NAD 83(1986)-  33 26 14.     (N)    079 10 45.     (W)     SCALED    
 DD1394* NAVD 88     -         4.582  (meters)      15.03   (feet)  ADJUSTED  
 DD1394  ___________________________________________________________________
 DD1394  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1394  DYNAMIC HT  -           4.577 (meters)      15.02  (feet)  COMP
 DD1394  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DD1394
 DD1394  VERT ORDER  -  FIRST     CLASS II
 DD1394
 DD1394.The horizontal coordinates were scaled from a topographic map and have
 DD1394.an estimated accuracy of +/- 6 seconds.
 DD1394
 DD1394.The orthometric height was determined by differential leveling
 DD1394.and adjusted by the National Geodetic Survey in June 1991..
 DD1394
 DD1394.This Tidal Bench Mark is designated as VM 12085
 DD1394.by the Center for Operational Oceanographic Products and Services.
 DD1394
 DD1394.The geoid height was determined by GEOID03.
 DD1394
 DD1394.The dynamic height is computed by dividing the NAVD 88
 DD1394.geopotential number by the normal gravity value computed on the
 DD1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1394.degrees latitude (g = 980.6199 gals.).
 DD1394
 DD1394.The modeled gravity was interpolated from observed gravity values.
 DD1394
 DD1394;                    North         East    Units  Estimated Accuracy
 DD1394;SPC SC       -   179,360.      778,880.      MT  (+/- 180 meters Scaled)
 DD1394
 DD1394                          SUPERSEDED SURVEY CONTROL
 DD1394
 DD1394  NGVD 29 (03/21/89)    4.890  (m)           16.04   (f) ADJUSTED    1 2
 DD1394
 DD1394.Superseded values are not recommended for survey control.
 DD1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1394.See file dsdata.txt to determine how the superseded data were derived.
 DD1394
 DD1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT692012(NAD 83)
 DD1394_MARKER: DJ = TIDAL STATION DISK
 DD1394_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1394_SP_SET: COPPER-CLAD STEEL ROD
 DD1394_STAMPING: H.L. NO. 4 1975
 DD1394_MARK LOGO: NOS   
 DD1394_PROJECTION: FLUSH
 DD1394_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1394+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1394
 DD1394  HISTORY     - Date     Condition        Report By
 DD1394  HISTORY     - 1975     MONUMENTED       NOS
 DD1394  HISTORY     - 1986     GOOD             SCGS
 DD1394  HISTORY     - 19920717 GOOD             NGS
 DD1394  HISTORY     - 20001118 POOR             USPSQD
 DD1394  HISTORY     - 20010331 MARK NOT FOUND   NGS
 DD1394
 DD1394                          STATION DESCRIPTION
 DD1394
 DD1394'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1394'5.0 KM (3.1 MI) WSW FROM PAWLEYS ISLAND.
 DD1394'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1394'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1394'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 3.3 KM (2.05 MI) WESTERLY
 DD1394'ALONG STATE ROAD 758, THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG A SAND
 DD1394'ROAD (WACCAMAW TRAIL), SET NEAR A POWER POLE IN THE WEST ANGLE OF A
 DD1394'SAND ROAD (EMMERSON CIRCLE), 1.75 METERS (5.74 FT) WEST SOUTHWEST OF
 DD1394'THE POWER POLE JAA1/33229, 6.58 METERS (21.59 FT) NORTH NORTHWEST OF
 DD1394'THE CENTER OF WACCAMAW TRAIL, 10.8 METERS (35.43 FT) WEST SOUTHWEST OF
 DD1394'THE CENTER OF EMMERSON CIRCLE, 3.65 METERS (11.98 FT) SOUTHEAST OF A
 DD1394'12 INCH LIVE OAK TREE, ADD-ROD DEPTH UNKOWN, REPORTEDLY DRIVEN TO
 DD1394'REFUSAL, AND FLUSH WITH GROUND.
 DD1394'THE MARK IS 0.70 METERS  NE FROM A WITNESS POST.
 DD1394
 DD1394                          STATION RECOVERY (1992)
 DD1394
 DD1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1394'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1394'JUNCTION OF STATE ROAD S 22 42 IN PAWLEYS ISLAND, THENCE 3.3 KM (2.05
 DD1394'MI) WESTERLY ALONG STATE ROAD S 22 758 (TYSON TRAIL), THENCE 0.2 M
 DD1394'(0.7 FT) NORTHEASTERLY ALONG WACCAMAW TRAIL, 10.8 M (35.4 FT)
 DD1394'SOUTHWEST OF THE CENTER OF EMMERSON CIRCLE, 6.6 M (21.7 FT) NORTHWEST
 DD1394'OF THE CENTER OF THE TRAIL, 3.7 M (12.1 FT) SOUTHEAST OF A 12-INCH
 DD1394'OAK TREE, 1.8 M (5.9 FT) WEST-SOUTHWEST OF UTILITY POLE NUMBER JAA1
 DD1394'33229, 0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 DD1394'BELOW THE LEVEL OF THE TRAIL.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 DD1394'PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS
 DD1394'UNKNOWN.
 DD1394
 DD1394                          STATION RECOVERY (2000)
 DD1394
 DD1394'RECOVERY NOTE BY US POWER SQUADRON 2000 (EPH)
 DD1394'MONUMENT UP-ROOTED AND KNOCKED OVER.
 DD1394
 DD1394                          STATION RECOVERY (2001)
 DD1394
 DD1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1394'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1395 ***********************************************************************
 DD1395  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1395  DESIGNATION -  866 1991 TIDAL HL 5
 DD1395  PID         -  DD1395
 DD1395  STATE/COUNTY-  SC/GEORGETOWN
 DD1395  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1395
 DD1395                         *CURRENT SURVEY CONTROL
 DD1395  ___________________________________________________________________
 DD1395* NAD 83(1986)-  33 26 16.     (N)    079 10 45.     (W)     SCALED    
 DD1395* NAVD 88     -         4.339  (meters)      14.24   (feet)  ADJUSTED  
 DD1395  ___________________________________________________________________
 DD1395  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1395  DYNAMIC HT  -           4.334 (meters)      14.22  (feet)  COMP
 DD1395  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DD1395
 DD1395  VERT ORDER  -  FIRST     CLASS II
 DD1395
 DD1395.The horizontal coordinates were scaled from a topographic map and have
 DD1395.an estimated accuracy of +/- 6 seconds.
 DD1395
 DD1395.The orthometric height was determined by differential leveling
 DD1395.and adjusted by the National Geodetic Survey in June 1991..
 DD1395
 DD1395.This Tidal Bench Mark is designated as VM 12086
 DD1395.by the Center for Operational Oceanographic Products and Services.
 DD1395
 DD1395.The geoid height was determined by GEOID03.
 DD1395
 DD1395.The dynamic height is computed by dividing the NAVD 88
 DD1395.geopotential number by the normal gravity value computed on the
 DD1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1395.degrees latitude (g = 980.6199 gals.).
 DD1395
 DD1395.The modeled gravity was interpolated from observed gravity values.
 DD1395
 DD1395;                    North         East    Units  Estimated Accuracy
 DD1395;SPC SC       -   179,420.      778,880.      MT  (+/- 180 meters Scaled)
 DD1395
 DD1395                          SUPERSEDED SURVEY CONTROL
 DD1395
 DD1395  NGVD 29 (03/21/89)    4.648  (m)           15.25   (f) ADJUSTED    1 2
 DD1395
 DD1395.Superseded values are not recommended for survey control.
 DD1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1395.See file dsdata.txt to determine how the superseded data were derived.
 DD1395
 DD1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT692013(NAD 83)
 DD1395_MARKER: DJ = TIDAL STATION DISK
 DD1395_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1395_SP_SET: COPPER-CLAD STEEL ROD
 DD1395_STAMPING: H.L. NO. 5 1975
 DD1395_MARK LOGO: NOS   
 DD1395_PROJECTION: FLUSH
 DD1395_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1395+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1395
 DD1395  HISTORY     - Date     Condition        Report By
 DD1395  HISTORY     - 1975     MONUMENTED       NOS
 DD1395  HISTORY     - 1986     GOOD             SCGS
 DD1395  HISTORY     - 19920717 GOOD             NGS
 DD1395  HISTORY     - 20001118 GOOD             USPSQD
 DD1395  HISTORY     - 20010331 GOOD             NGS
 DD1395
 DD1395                          STATION DESCRIPTION
 DD1395
 DD1395'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1395'5.0 KM (3.1 MI) WSW FROM PAWLEYS ISLAND.
 DD1395'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1395'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 DD1395'OF STATE ROAD 46 IN PAWLEYS ISLAND, THENCE 3.3 KM (2.05 MI) WESTERLY
 DD1395'ALONG STATE ROAD 758, THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG A SAND
 DD1395'ROAD (WACCAMAW TRAIL), THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG A SAND
 DD1395'ROAD (EMMERSON CIRCLE), SET NEAR A LONE 6 INCH CEDAR TREE IN FRONT OF
 DD1395'A TWO STORY WOOD AND BRICK HOUSE, 0.88 METER (2.89 FT) NORTHWEST OF
 DD1395'THE CEDAR TREE, 3.04 METERS (9.97 FT) NORTH NORTHWEST OF A POWER POLE
 DD1395'JA5/32273, 8.38 METERS (27.49 FT) NORTHEAST OF THE CENTER OF THE SAND
 DD1395'ROAD, 35.0 METERS (114.83 FT) WEST NORTHWEST OF THE SOUTHWEST CORNER
 DD1395'OF THE HOUSE, ADD-ROD DEPTH UNKOWN, REPORTEDLY DRIVEN TO REFUSAL, AND
 DD1395'FLUSH WITH GROUND.
 DD1395'THE MARK IS 0.22 METERS  SW FROM A WITNESS POST.
 DD1395
 DD1395                          STATION RECOVERY (1992)
 DD1395
 DD1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1395'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 DD1395'JUNCTION OF STATE ROAD S 22 42 IN PAWLEYS ISLAND, THENCE 3.3 KM (2.05
 DD1395'MI) WESTERLY ALONG STATE ROAD S 22 758 (TYSON TRAIL), THENCE 0.2 M
 DD1395'(0.7 FT) NORTHEASTERLY ALONG WACCAMAW TRAIL, THENCE 0.1 KM (0.05 MI)
 DD1395'NORTHWESTERLY ALONG EMMERSON CIRCLE, 35.0 M (114.8 FT) WEST-NORTHWEST
 DD1395'OF THE SOUTHWEST CORNER OF A HOUSE, 8.4 M (27.6 FT) NORTHEAST OF THE
 DD1395'CENTER OF THE CIRCLE, 3.0 M (9.8 FT) NORTH-NORTHWEST OF UTILITY POLE
 DD1395'NUMBER JA5 32273, 0.9 M (3.0 FT) NORTHWEST OF A 6-INCH CEDAR TREE,
 DD1395'0.3 M (1.0 FT) BELOW THE LEVEL OF THE CIRCLE, AND 0.2 M (0.7 FT)
 DD1395'SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 DD1395'PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS
 DD1395'UNKNOWN.
 DD1395
 DD1395                          STATION RECOVERY (2000)
 DD1395
 DD1395'RECOVERY NOTE BY US POWER SQUADRON 2000 (EPH)
 DD1395'RECOVERED IN GOOD CONDITION.
 DD1395
 DD1395                          STATION RECOVERY (2001)
 DD1395
 DD1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1412 ***********************************************************************
 DD1412  DESIGNATION -  866 2006 B TIDAL
 DD1412  PID         -  DD1412
 DD1412  STATE/COUNTY-  SC/GEORGETOWN
 DD1412  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1412
 DD1412                         *CURRENT SURVEY CONTROL
 DD1412  ___________________________________________________________________
 DD1412* NAD 83(1986)-  33 26 06.     (N)    079 07 23.     (W)     SCALED    
 DD1412* NAVD 88     -         2.739  (meters)       8.99   (feet)  ADJUSTED  
 DD1412  ___________________________________________________________________
 DD1412  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1412  DYNAMIC HT  -           2.736 (meters)       8.98  (feet)  COMP
 DD1412  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DD1412
 DD1412  VERT ORDER  -  FIRST     CLASS II
 DD1412
 DD1412.The horizontal coordinates were scaled from a topographic map and have
 DD1412.an estimated accuracy of +/- 6 seconds.
 DD1412
 DD1412.The orthometric height was determined by differential leveling
 DD1412.and adjusted by the National Geodetic Survey in June 1991..
 DD1412
 DD1412.The geoid height was determined by GEOID03.
 DD1412
 DD1412.The dynamic height is computed by dividing the NAVD 88
 DD1412.geopotential number by the normal gravity value computed on the
 DD1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1412.degrees latitude (g = 980.6199 gals.).
 DD1412
 DD1412.The modeled gravity was interpolated from observed gravity values.
 DD1412
 DD1412;                    North         East    Units  Estimated Accuracy
 DD1412;SPC SC       -   179,200.      784,100.      MT  (+/- 180 meters Scaled)
 DD1412
 DD1412                          SUPERSEDED SURVEY CONTROL
 DD1412
 DD1412  NGVD 29 (03/21/89)    3.048  (m)           10.00   (f) ADJUSTED    1 2
 DD1412
 DD1412.Superseded values are not recommended for survey control.
 DD1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1412.See file dsdata.txt to determine how the superseded data were derived.
 DD1412
 DD1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT744010(NAD 83)
 DD1412_MARKER: DJ = TIDAL STATION DISK
 DD1412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD1412_SP_SET: SIDEWALK
 DD1412_STAMPING: 2006 B 1985
 DD1412_MARK LOGO: NOS   
 DD1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1412+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1412
 DD1412  HISTORY     - Date     Condition        Report By
 DD1412  HISTORY     - 1985     MONUMENTED       NOS
 DD1412  HISTORY     - 1986     GOOD             SCGS
 DD1412  HISTORY     - 1989     GOOD             USPSQD
 DD1412  HISTORY     - 19920717 GOOD             NGS
 DD1412  HISTORY     - 20001118 GOOD             USPSQD
 DD1412  HISTORY     - 20010331 GOOD             NGS
 DD1412
 DD1412                          STATION DESCRIPTION
 DD1412
 DD1412'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1412'IN PAWLEYS ISLAND.
 DD1412'THE MARK IS 0.30 M ABOVE STATE ROAD.
 DD1412'0.6 KM (0.35 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION
 DD1412'OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, SET IN THE EAST CORNER OF A
 DD1412'SMALL CONCRETE BRIDGE.
 DD1412
 DD1412                          STATION RECOVERY (1989)
 DD1412
 DD1412'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELS)
 DD1412'RECOVERED IN GOOD CONDITION.
 DD1412
 DD1412                          STATION RECOVERY (1992)
 DD1412
 DD1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1412'0.6 KM (0.35 MI) SOUTHEASTERLY ALONG STATE ROAD S 22 46 FROM THE
 DD1412'JUNCTION OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, IN TOP OF AND 0.3 M
 DD1412'(1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 DD1412'SIDEWALK OF A BRIDGE SPANNING PAWLEYS ISLAND CREEK, 6.2 M (20.3 FT)
 DD1412'NORTHEAST OF THE CENTERLINE OF THE ROAD, 0.7 M (2.3 FT) SOUTHWEST OF
 DD1412'A GUARDRAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 DD1412
 DD1412                          STATION RECOVERY (2000)
 DD1412
 DD1412'RECOVERY NOTE BY US POWER SQUADRON 2000 (HTP)
 DD1412'RECOVERED IN GOOD CONDITION.
 DD1412
 DD1412                          STATION RECOVERY (2001)
 DD1412
 DD1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1412'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1415 ***********************************************************************
 DD1415  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1415  DESIGNATION -  866 2006 F TIDAL
 DD1415  PID         -  DD1415
 DD1415  STATE/COUNTY-  SC/GEORGETOWN
 DD1415  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1415
 DD1415                         *CURRENT SURVEY CONTROL
 DD1415  ___________________________________________________________________
 DD1415* NAD 83(1986)-  33 26 06.     (N)    079 07 13.     (W)     SCALED    
 DD1415* NAVD 88     -         1.301  (meters)       4.27   (feet)  ADJUSTED  
 DD1415  ___________________________________________________________________
 DD1415  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1415  DYNAMIC HT  -           1.300 (meters)       4.27  (feet)  COMP
 DD1415  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DD1415
 DD1415  VERT ORDER  -  FIRST     CLASS II
 DD1415
 DD1415.The horizontal coordinates were scaled from a topographic map and have
 DD1415.an estimated accuracy of +/- 6 seconds.
 DD1415
 DD1415.The orthometric height was determined by differential leveling
 DD1415.and adjusted by the National Geodetic Survey in June 1991..
 DD1415.WARNING-Repeat measurements at this control monument indicate possible
 DD1415.vertical movement.
 DD1415
 DD1415.This Tidal Bench Mark is designated as VM 3908
 DD1415.by the Center for Operational Oceanographic Products and Services.
 DD1415
 DD1415.The geoid height was determined by GEOID03.
 DD1415
 DD1415.The dynamic height is computed by dividing the NAVD 88
 DD1415.geopotential number by the normal gravity value computed on the
 DD1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1415.degrees latitude (g = 980.6199 gals.).
 DD1415
 DD1415.The modeled gravity was interpolated from observed gravity values.
 DD1415
 DD1415;                    North         East    Units  Estimated Accuracy
 DD1415;SPC SC       -   179,210.      784,360.      MT  (+/- 180 meters Scaled)
 DD1415
 DD1415                          SUPERSEDED SURVEY CONTROL
 DD1415
 DD1415  NGVD 29 (05/09/91)    1.612  (m)            5.29   (f) ADJUSTED    1 2
 DD1415
 DD1415.Superseded values are not recommended for survey control.
 DD1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1415.See file dsdata.txt to determine how the superseded data were derived.
 DD1415
 DD1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT747010(NAD 83)
 DD1415_MARKER: DJ = TIDAL STATION DISK
 DD1415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1415_SP_SET: STAINLESS STEEL ROD
 DD1415_STAMPING: 2006 F 1982
 DD1415_MARK LOGO: NOS   
 DD1415_PROJECTION: FLUSH
 DD1415_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1415+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1415_ROD/PIPE-DEPTH: 9.14 meters
 DD1415
 DD1415  HISTORY     - Date     Condition        Report By
 DD1415  HISTORY     - 1982     MONUMENTED       NOS
 DD1415  HISTORY     - 1985     GOOD             SCGS
 DD1415  HISTORY     - 1989     GOOD             USPSQD
 DD1415  HISTORY     - 19900502 GOOD             NGS
 DD1415  HISTORY     - 19900918 GOOD             NGS
 DD1415  HISTORY     - 19920717 GOOD             NGS
 DD1415
 DD1415                          STATION DESCRIPTION
 DD1415
 DD1415'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1415'IN PAWLEYS ISLAND.
 DD1415'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1415'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1415'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.2 KM (0.1 MI) NORTHEAST
 DD1415'ALONG STATE ROAD 10, SET NEAR A POWER POLE WITH A TRANSFORMER THAT
 DD1415'SERVICES A TWO STORY WOOD HOUSE, 0.7 METER (2.3 FT) NORTHEAST OF THE
 DD1415'POWER POLE AB48, 5.0 METERS (16.4 FT) NORTHWEST OF THE CENTER OF THE
 DD1415'ROAD, 26.85 METERS (88.09 FT) WEST OF THE WEST CORNER OF THE HOUSE,
 DD1415'1.98 METERS (6.5 FT) EAST NORTHEAST OF A 12 INCH CEDAR TREE AT THE
 DD1415'EDGE OF THE MARSH.
 DD1415'THE MARK IS 0.25 METERS  SW FROM A WITNESS POST.
 DD1415
 DD1415                          STATION RECOVERY (1989)
 DD1415
 DD1415'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELS)
 DD1415'RECOVERED IN GOOD CONDITION.
 DD1415
 DD1415                          STATION RECOVERY (1990)
 DD1415
 DD1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1415'RECOVERED IN GOOD CONDITION.
 DD1415
 DD1415                          STATION RECOVERY (1990)
 DD1415
 DD1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1415'RECOVERED IN GOOD CONDITION.
 DD1415
 DD1415                          STATION RECOVERY (1992)
 DD1415
 DD1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1415'1.0 KM (0.60 MI) SOUTHEASTERLY ALONG STATE ROAD S 22 46 FROM THE
 DD1415'JUNCTION OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.2 KM (0.10
 DD1415'MI) NORTHEASTERLY ALONG STATE ROAD S 22 10, 5.0 M (16.4 FT) NORTHWEST
 DD1415'OF THE CENTERLINE OF THE ROAD, 2.0 M (6.6 FT) EAST-NORTHEAST OF A
 DD1415'12-INCH CEDAR TREE, 0.7 M (2.3 FT) NORTHEAST OF UTILITY POLE NUMBER
 DD1415'AB48 24524 WITH A TRANSFORMER, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 DD1415'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 DD1415'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1413 ***********************************************************************
 DD1413  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1413  DESIGNATION -  866 2006 TIDAL 2
 DD1413  PID         -  DD1413
 DD1413  STATE/COUNTY-  SC/GEORGETOWN
 DD1413  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1413
 DD1413                         *CURRENT SURVEY CONTROL
 DD1413  ___________________________________________________________________
 DD1413* NAD 83(1986)-  33 26 03.     (N)    079 07 14.     (W)     SCALED    
 DD1413* NAVD 88     -         1.193  (meters)       3.91   (feet)  ADJUSTED  
 DD1413  ___________________________________________________________________
 DD1413  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1413  DYNAMIC HT  -           1.191 (meters)       3.91  (feet)  COMP
 DD1413  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DD1413
 DD1413  VERT ORDER  -  FIRST     CLASS II
 DD1413
 DD1413.The horizontal coordinates were scaled from a topographic map and have
 DD1413.an estimated accuracy of +/- 6 seconds.
 DD1413
 DD1413.The orthometric height was determined by differential leveling
 DD1413.and adjusted by the National Geodetic Survey in June 1991..
 DD1413
 DD1413.This Tidal Bench Mark is designated as VM 17123
 DD1413.by the Center for Operational Oceanographic Products and Services.
 DD1413
 DD1413.The geoid height was determined by GEOID03.
 DD1413
 DD1413.The dynamic height is computed by dividing the NAVD 88
 DD1413.geopotential number by the normal gravity value computed on the
 DD1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1413.degrees latitude (g = 980.6199 gals.).
 DD1413
 DD1413.The modeled gravity was interpolated from observed gravity values.
 DD1413
 DD1413;                    North         East    Units  Estimated Accuracy
 DD1413;SPC SC       -   179,120.      784,330.      MT  (+/- 180 meters Scaled)
 DD1413
 DD1413                          SUPERSEDED SURVEY CONTROL
 DD1413
 DD1413  NGVD 29 (05/09/91)    1.503  (m)            4.93   (f) ADJUSTED    1 2
 DD1413
 DD1413.Superseded values are not recommended for survey control.
 DD1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1413.See file dsdata.txt to determine how the superseded data were derived.
 DD1413
 DD1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT747010(NAD 83)
 DD1413_MARKER: DB = BENCH MARK DISK
 DD1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1413_SP_SET: CONCRETE POST
 DD1413_STAMPING: NO. 2 1965
 DD1413_MARK LOGO: CGS   
 DD1413_PROJECTION: FLUSH
 DD1413_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1413+STABILITY: SURFACE MOTION
 DD1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1413+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 DD1413
 DD1413  HISTORY     - Date     Condition        Report By
 DD1413  HISTORY     - 1965     MONUMENTED       CGS
 DD1413  HISTORY     - 1985     GOOD             SCGS
 DD1413  HISTORY     - 1989     GOOD             USPSQD
 DD1413  HISTORY     - 19900502 GOOD             NGS
 DD1413  HISTORY     - 19900918 GOOD             NGS
 DD1413  HISTORY     - 19920717 GOOD             NGS
 DD1413
 DD1413                          STATION DESCRIPTION
 DD1413
 DD1413'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1413'IN PAWLEYS ISLAND.
 DD1413'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1413'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1413'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.05 MI) NORTHEAST
 DD1413'ALONG STATE ROAD 10, SET NEAR A POWER POLE WITH A TRANSFORMER AT THE
 DD1413'EDGE OF THE MARSH, 0.53 METER (1.74 FT) EAST NORTHEAST OF THE POWER
 DD1413'POLE NUMBER 5161, 0.7 METER (2.3 FT) EAST SOUTHEAST OF THE EDGE OF THE
 DD1413'MARSH, 6.52 METERS (21.39 FT) WEST NORTHWEST OF THE CENTER OF THE
 DD1413'STATE ROAD, 1.18 METERS (3.87 FT) SOUTH OF A 5 INCH CEDAR TREE.
 DD1413'THE MARK IS 0.25 METERS  SW FROM A WITNESS POST.
 DD1413
 DD1413                          STATION RECOVERY (1989)
 DD1413
 DD1413'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELS)
 DD1413'RECOVERED IN GOOD CONDITION.
 DD1413
 DD1413                          STATION RECOVERY (1990)
 DD1413
 DD1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1413'RECOVERED IN GOOD CONDITION.
 DD1413
 DD1413                          STATION RECOVERY (1990)
 DD1413
 DD1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1413'RECOVERED IN GOOD CONDITION.
 DD1413
 DD1413                          STATION RECOVERY (1992)
 DD1413
 DD1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1413'1.0 KM (0.60 MI) SOUTHEASTERLY ALONG STATE ROAD S 22 46 FROM THE
 DD1413'JUNCTION OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 0.1 KM (0.05
 DD1413'MI) NORTHEASTERLY ALONG STATE ROAD S 22 10, 6.5 M (21.3 FT) NORTHWEST
 DD1413'OF THE CENTERLINE OF THE ROAD, 1.2 M (3.9 FT) SOUTH OF A 5-INCH CEDAR
 DD1413'TREE, 0.7 M (2.3 FT) EAST-SOUTHEAST OF UTILITY POLE NUMBER 5161, 0.3
 DD1413'M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) SOUTHWEST OF A
 DD1413'WITNESS POST, AND THE MONUMENT IS RECESSED 0.04 M (0.13 FT) BELOW THE
 DD1413'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1414 ***********************************************************************
 DD1414  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1414  DESIGNATION -  866 2006 TIDAL PP 1
 DD1414  PID         -  DD1414
 DD1414  STATE/COUNTY-  SC/GEORGETOWN
 DD1414  USGS QUAD   -  MAGNOLIA BEACH (1973)
 DD1414
 DD1414                         *CURRENT SURVEY CONTROL
 DD1414  ___________________________________________________________________
 DD1414* NAD 83(1986)-  33 25 58.     (N)    079 07 09.     (W)     SCALED    
 DD1414* NAVD 88     -         3.425  (meters)      11.24   (feet)  ADJUSTED  
 DD1414  ___________________________________________________________________
 DD1414  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DD1414  DYNAMIC HT  -           3.422 (meters)      11.23  (feet)  COMP
 DD1414  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DD1414
 DD1414  VERT ORDER  -  FIRST     CLASS II
 DD1414
 DD1414.The horizontal coordinates were scaled from a topographic map and have
 DD1414.an estimated accuracy of +/- 6 seconds.
 DD1414
 DD1414.The orthometric height was determined by differential leveling
 DD1414.and adjusted by the National Geodetic Survey in June 1991..
 DD1414
 DD1414.This Tidal Bench Mark is designated as VM 3907
 DD1414.by the Center for Operational Oceanographic Products and Services.
 DD1414
 DD1414.The geoid height was determined by GEOID03.
 DD1414
 DD1414.The dynamic height is computed by dividing the NAVD 88
 DD1414.geopotential number by the normal gravity value computed on the
 DD1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1414.degrees latitude (g = 980.6199 gals.).
 DD1414
 DD1414.The modeled gravity was interpolated from observed gravity values.
 DD1414
 DD1414;                    North         East    Units  Estimated Accuracy
 DD1414;SPC SC       -   178,960.      784,460.      MT  (+/- 180 meters Scaled)
 DD1414
 DD1414                          SUPERSEDED SURVEY CONTROL
 DD1414
 DD1414  NGVD 29 (03/21/89)    3.736  (m)           12.26   (f) ADJUSTED    1 2
 DD1414
 DD1414.Superseded values are not recommended for survey control.
 DD1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1414.See file dsdata.txt to determine how the superseded data were derived.
 DD1414
 DD1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT748008(NAD 83)
 DD1414_MARKER: DJ = TIDAL STATION DISK
 DD1414_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 DD1414_SP_SET: WOODEN PYLON
 DD1414_STAMPING: P.P. NO. 1 1975
 DD1414_MARK LOGO: NOS   
 DD1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD1414
 DD1414  HISTORY     - Date     Condition        Report By
 DD1414  HISTORY     - 1975     MONUMENTED       NOS
 DD1414  HISTORY     - 1986     GOOD             SCGS
 DD1414  HISTORY     - 19900504 MARK NOT FOUND   NGS
 DD1414  HISTORY     - 19920717 MARK NOT FOUND   NGS
 DD1414  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 DD1414
 DD1414                          STATION DESCRIPTION
 DD1414
 DD1414'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1414'IN PAWLEYS ISLAND.
 DD1414'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1414'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, CONTINUE 0.1 KM (0.05 MI) SOUTHEAST
 DD1414'ALONG AN ENTRANCE DRIVE TO PAWLEYS PIER VILLAGE AND AN ELECTRIC GATE,
 DD1414'CONTINUE 0.2 KM (0.1 MI) SOUTHEASTERLY ALONG THE DRIVE TO A PIER, SET
 DD1414'IN THE SECOND PYLON SOUTH OF THE PIER, 0.28 METER (0.92 FT) NORTHWEST
 DD1414'OF A WOODEN RETAINING WALL, 4.99 METERS (16.37 FT) SOUTH SOUTHWEST OF
 DD1414'THE WEST CORNER OF THE PIER, 13.46 METERS (44.16 FT) EAST SOUTHEAST OF
 DD1414'THE CENTER OF THE DRIVE, 7.76 METERS (25.46 FT) NORTH NORTHEAST OF THE
 DD1414'CENTER OF A BOARDWALK TO THE BEACH.
 DD1414'THE MARK IS 1.50 M ABOVE DRIVE.
 DD1414
 DD1414                          STATION RECOVERY (1990)
 DD1414
 DD1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1414'THE PIER WAS DESTROYED BY HURRICANE HUGO.
 DD1414
 DD1414                          STATION RECOVERY (1992)
 DD1414
 DD1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1414'THE PIER WAS DESTROYED BY HURRICANE HUGO.  ASSUMED DESTROYED.
 DD1414
 DD1414                          STATION RECOVERY (2000)
 DD1414
 DD1414'RECOVERY NOTE BY US POWER SQUADRON 2000 (SFP)
 DD1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1422 ***********************************************************************
 DD1422  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1422  DESIGNATION -  866 2071 TIDAL WD 1
 DD1422  PID         -  DD1422
 DD1422  STATE/COUNTY-  SC/GEORGETOWN
 DD1422  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1422
 DD1422                         *CURRENT SURVEY CONTROL
 DD1422  ___________________________________________________________________
 DD1422* NAD 83(1986)-  33 24 39.     (N)    079 08 01.     (W)     SCALED    
 DD1422* NAVD 88     -         1.317  (meters)       4.32   (feet)  ADJUSTED  
 DD1422  ___________________________________________________________________
 DD1422  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1422  DYNAMIC HT  -           1.316 (meters)       4.32  (feet)  COMP
 DD1422  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DD1422
 DD1422  VERT ORDER  -  FIRST     CLASS II
 DD1422
 DD1422.The horizontal coordinates were scaled from a topographic map and have
 DD1422.an estimated accuracy of +/- 6 seconds.
 DD1422
 DD1422.The orthometric height was determined by differential leveling
 DD1422.and adjusted by the National Geodetic Survey in June 1991..
 DD1422.WARNING-Repeat measurements at this control monument indicate possible
 DD1422.vertical movement.
 DD1422
 DD1422.This Tidal Bench Mark is designated as VM 3915
 DD1422.by the Center for Operational Oceanographic Products and Services.
 DD1422
 DD1422.The geoid height was determined by GEOID03.
 DD1422
 DD1422.The dynamic height is computed by dividing the NAVD 88
 DD1422.geopotential number by the normal gravity value computed on the
 DD1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1422.degrees latitude (g = 980.6199 gals.).
 DD1422
 DD1422.The modeled gravity was interpolated from observed gravity values.
 DD1422
 DD1422;                    North         East    Units  Estimated Accuracy
 DD1422;SPC SC       -   176,510.      783,160.      MT  (+/- 180 meters Scaled)
 DD1422
 DD1422                          SUPERSEDED SURVEY CONTROL
 DD1422
 DD1422  NGVD 29 (05/09/91)    1.628  (m)            5.34   (f) ADJUSTED    1 2
 DD1422
 DD1422.Superseded values are not recommended for survey control.
 DD1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1422.See file dsdata.txt to determine how the superseded data were derived.
 DD1422
 DD1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS735983(NAD 83)
 DD1422_MARKER: DJ = TIDAL STATION DISK
 DD1422_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1422_SP_SET: COPPER-CLAD STEEL ROD
 DD1422_STAMPING: W.D. NO. 1 1975
 DD1422_MARK LOGO: NOS   
 DD1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1422+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1422
 DD1422  HISTORY     - Date     Condition        Report By
 DD1422  HISTORY     - 1975     MONUMENTED       NOS
 DD1422  HISTORY     - 1986     GOOD             SCGS
 DD1422  HISTORY     - 1989     GOOD             USPSQD
 DD1422  HISTORY     - 19900504 GOOD             NGS
 DD1422  HISTORY     - 20001118 GOOD             USPSQD
 DD1422  HISTORY     - 20010331 GOOD             NGS
 DD1422
 DD1422                          STATION DESCRIPTION
 DD1422
 DD1422'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1422'IN PAWLEYS ISLAND.
 DD1422'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1422'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 2.8 KM (1.7 MI)
 DD1422'SOUTHWESTERLY ALONG STATE ROAD 10, THENCE 0.2 KM (0.1 MI) SOUTH ALONG
 DD1422'STATE ROAD 481, SET NEAR A POWER LINE STUB POLE NUMBER 28273 AT THE
 DD1422'JUNCTION OF STATE ROAD 265, 7.45 METERS (24.44 FT) EAST SOUTHEAST OF
 DD1422'THE EXTENDED CENTER OF STATE ROAD 481, 19.3 METERS (63.32 FT) SOUTH
 DD1422'SOUTHEAST OF THE SOUTHEAST PYLON OF A TWO STORY WOOD HOUSE (K.A.
 DD1422'DUDLEY RESIDENCE), 12.6 METERS (41.34 FT) SOUTHWEST OF THE WEST CORNER
 DD1422'OF A CINDER BLOCK SUPPORT OF A WOODEN HOUSE (RALPH WARD RESIDENCE),
 DD1422'8.25 METERS (27.07 FT) SOUTH SOUTHWEST OF A POWER POLE ABB30/28272,
 DD1422'1.25 METERS (4.1 FT) EAST OF THE STUB POLE, 4.02 METERS (13.18 FT)
 DD1422'SOUTH SOUTHWEST OF THE CENTER OF STATE ROAD 265, ADD-ROD DEPTH
 DD1422'UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1422'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 DD1422'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1422
 DD1422                          STATION RECOVERY (1989)
 DD1422
 DD1422'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELS)
 DD1422'RECOVERED IN GOOD CONDITION.
 DD1422
 DD1422                          STATION RECOVERY (1990)
 DD1422
 DD1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1422'RECOVERED IN GOOD CONDITION.
 DD1422
 DD1422                          STATION RECOVERY (2000)
 DD1422
 DD1422'RECOVERY NOTE BY US POWER SQUADRON 2000 (SFP)
 DD1422'RECOVERED IN GOOD CONDITION.
 DD1422
 DD1422                          STATION RECOVERY (2001)
 DD1422
 DD1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1422'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1421 ***********************************************************************
 DD1421  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1421  DESIGNATION -  866 2071 TIDAL WD 2
 DD1421  PID         -  DD1421
 DD1421  STATE/COUNTY-  SC/GEORGETOWN
 DD1421  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1421
 DD1421                         *CURRENT SURVEY CONTROL
 DD1421  ___________________________________________________________________
 DD1421* NAD 83(1986)-  33 24 40.     (N)    079 08 00.     (W)     SCALED    
 DD1421* NAVD 88     -         1.458  (meters)       4.78   (feet)  ADJUSTED  
 DD1421  ___________________________________________________________________
 DD1421  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1421  DYNAMIC HT  -           1.456 (meters)       4.78  (feet)  COMP
 DD1421  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DD1421
 DD1421  VERT ORDER  -  FIRST     CLASS II
 DD1421
 DD1421.The horizontal coordinates were scaled from a topographic map and have
 DD1421.an estimated accuracy of +/- 6 seconds.
 DD1421
 DD1421.The orthometric height was determined by differential leveling
 DD1421.and adjusted by the National Geodetic Survey in June 1991..
 DD1421
 DD1421.This Tidal Bench Mark is designated as VM 3916
 DD1421.by the Center for Operational Oceanographic Products and Services.
 DD1421
 DD1421.The geoid height was determined by GEOID03.
 DD1421
 DD1421.The dynamic height is computed by dividing the NAVD 88
 DD1421.geopotential number by the normal gravity value computed on the
 DD1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1421.degrees latitude (g = 980.6199 gals.).
 DD1421
 DD1421.The modeled gravity was interpolated from observed gravity values.
 DD1421
 DD1421;                    North         East    Units  Estimated Accuracy
 DD1421;SPC SC       -   176,540.      783,190.      MT  (+/- 180 meters Scaled)
 DD1421
 DD1421                          SUPERSEDED SURVEY CONTROL
 DD1421
 DD1421  NGVD 29 (03/21/89)    1.767  (m)            5.80   (f) ADJUSTED    1 2
 DD1421
 DD1421.Superseded values are not recommended for survey control.
 DD1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1421.See file dsdata.txt to determine how the superseded data were derived.
 DD1421
 DD1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS735984(NAD 83)
 DD1421_MARKER: DJ = TIDAL STATION DISK
 DD1421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1421_SP_SET: COPPER-CLAD STEEL ROD
 DD1421_STAMPING: W.D. NO. 2 1975
 DD1421_MARK LOGO: NOS   
 DD1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1421
 DD1421  HISTORY     - Date     Condition        Report By
 DD1421  HISTORY     - 1975     MONUMENTED       NOS
 DD1421  HISTORY     - 1986     GOOD             SCGS
 DD1421  HISTORY     - 19900504 MARK NOT FOUND   NGS
 DD1421  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 DD1421
 DD1421                          STATION DESCRIPTION
 DD1421
 DD1421'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1421'IN PAWLEYS ISLAND.
 DD1421'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1421'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 2.7 KM (1.7 MI)
 DD1421'SOUTHWESTERLY ALONG STATE ROAD 10, THENCE 0.1 KM (0.05 MI) SOUTHWEST
 DD1421'ALONG STATE ROAD 481, SET NEAR A POWER POLE AT THE WEST CORNER OF THE
 DD1421'GREYSONS RESIDENCE, 4.2 METERS (13.78 FT) SOUTHEAST OF THE CENTER OF
 DD1421'THE STATE ROAD, 12.4 METERS (40.68 FT) NORTHWEST OF A TWIN TRUNK
 DD1421'MAGNOLIA TREE, 2.5 METERS (8.2 FT) WEST SOUTHWEST OF THE WEST PYLON OF
 DD1421'THE GREYSONS RESIDENCE, 1.2 METERS (3.94 FT) NORTH OF THE POWER POLE
 DD1421'28244/ABBAB1, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO REFUSAL, AND
 DD1421'FLUSH WITH GROUND.
 DD1421'THE MARK IS ABOVE LEVEL WITH STATE ROAD.
 DD1421
 DD1421                          STATION RECOVERY (1990)
 DD1421
 DD1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1421'THE ROD WAS FOUND WITH THE DISK MISSING.
 DD1421
 DD1421                          STATION RECOVERY (2000)
 DD1421
 DD1421'RECOVERY NOTE BY US POWER SQUADRON 2000 (HTP)
 DD1421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1420 ***********************************************************************
 DD1420  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1420  DESIGNATION -  866 2071 TIDAL WD 3
 DD1420  PID         -  DD1420
 DD1420  STATE/COUNTY-  SC/GEORGETOWN
 DD1420  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1420
 DD1420                         *CURRENT SURVEY CONTROL
 DD1420  ___________________________________________________________________
 DD1420* NAD 83(1986)-  33 24 43.     (N)    079 08 01.     (W)     SCALED    
 DD1420* NAVD 88     -         1.722  (meters)       5.65   (feet)  ADJUSTED  
 DD1420  ___________________________________________________________________
 DD1420  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1420  DYNAMIC HT  -           1.720 (meters)       5.64  (feet)  COMP
 DD1420  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DD1420
 DD1420  VERT ORDER  -  FIRST     CLASS II
 DD1420
 DD1420.The horizontal coordinates were scaled from a topographic map and have
 DD1420.an estimated accuracy of +/- 6 seconds.
 DD1420
 DD1420.The orthometric height was determined by differential leveling
 DD1420.and adjusted by the National Geodetic Survey in June 1991..
 DD1420.WARNING-Repeat measurements at this control monument indicate possible
 DD1420.vertical movement.
 DD1420
 DD1420.This Tidal Bench Mark is designated as VM 3917
 DD1420.by the Center for Operational Oceanographic Products and Services.
 DD1420
 DD1420.The geoid height was determined by GEOID03.
 DD1420
 DD1420.The dynamic height is computed by dividing the NAVD 88
 DD1420.geopotential number by the normal gravity value computed on the
 DD1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1420.degrees latitude (g = 980.6199 gals.).
 DD1420
 DD1420.The modeled gravity was interpolated from observed gravity values.
 DD1420
 DD1420;                    North         East    Units  Estimated Accuracy
 DD1420;SPC SC       -   176,630.      783,160.      MT  (+/- 180 meters Scaled)
 DD1420
 DD1420                          SUPERSEDED SURVEY CONTROL
 DD1420
 DD1420  NGVD 29 (05/09/91)    2.032  (m)            6.67   (f) ADJUSTED    1 2
 DD1420
 DD1420.Superseded values are not recommended for survey control.
 DD1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1420.See file dsdata.txt to determine how the superseded data were derived.
 DD1420
 DD1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS735985(NAD 83)
 DD1420_MARKER: DJ = TIDAL STATION DISK
 DD1420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1420_SP_SET: COPPER-CLAD STEEL ROD
 DD1420_STAMPING: W.D. NO. 3 1975
 DD1420_MARK LOGO: NOS   
 DD1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1420+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2000
 DD1420
 DD1420  HISTORY     - Date     Condition        Report By
 DD1420  HISTORY     - 1975     MONUMENTED       NOS
 DD1420  HISTORY     - 1986     GOOD             SCGS
 DD1420  HISTORY     - 19900504 GOOD             NGS
 DD1420  HISTORY     - 20001118 GOOD             USPSQD
 DD1420  HISTORY     - 20010331 GOOD             NGS
 DD1420
 DD1420                          STATION DESCRIPTION
 DD1420
 DD1420'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1420'IN PAWLEYS ISLAND.
 DD1420'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1420'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 2.8 KM (1.7 MI)
 DD1420'SOUTHWESTERLY ALONG STATE ROAD 10, SET IN THE VEE OF STATE ROAD 481,
 DD1420'21.9 METERS (71.85 FT) NORTH OF THE NORTH CORNER OF A HOUSE (SHIP
 DD1420'SHAPE) ON CINDER BLOCK STILTS, 5.0 METERS (16.4 FT) SOUTH SOUTHEAST OF
 DD1420'THE CENTER OF STATE ROAD 10, 5.9 METERS (19.36 FT) NORTHWEST OF THE
 DD1420'CENTER OF STATE ROAD 481, 14.9 METERS (48.88 FT) NORTH NORTHEAST OF A
 DD1420'POWER POLE NUMBER 28243 WITH A TRANSFORMER, DEPTH UNKNOWN, REPORTEDLY
 DD1420'DRIVEN TO REFUSAL, AND FLUSH WITH GROUND.
 DD1420'THE MARK IS 0.67 METERS  NNW FROM A WITNESS POST.
 DD1420'THE MARK IS ABOVE LEVEL WITH STATE ROAD 10.
 DD1420
 DD1420                          STATION RECOVERY (1990)
 DD1420
 DD1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1420'RECOVERED IN GOOD CONDITION.
 DD1420
 DD1420                          STATION RECOVERY (2000)
 DD1420
 DD1420'RECOVERY NOTE BY US POWER SQUADRON 2000 (HTP)
 DD1420'RECOVERED IN GOOD CONDITION.
 DD1420
 DD1420                          STATION RECOVERY (2001)
 DD1420
 DD1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1419 ***********************************************************************
 DD1419  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1419  DESIGNATION -  866 2071 TIDAL WD 4
 DD1419  PID         -  DD1419
 DD1419  STATE/COUNTY-  SC/GEORGETOWN
 DD1419  USGS QUAD   -  WAVERLY MILLS (1973)
 DD1419
 DD1419                         *CURRENT SURVEY CONTROL
 DD1419  ___________________________________________________________________
 DD1419* NAD 83(1986)-  33 24 44.     (N)    079 07 56.     (W)     SCALED    
 DD1419* NAVD 88     -         2.283  (meters)       7.49   (feet)  ADJUSTED  
 DD1419  ___________________________________________________________________
 DD1419  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DD1419  DYNAMIC HT  -           2.280 (meters)       7.48  (feet)  COMP
 DD1419  MODELED GRAV-     979,566.1   (mgal)                       NAVD 88
 DD1419
 DD1419  VERT ORDER  -  FIRST     CLASS II
 DD1419
 DD1419.The horizontal coordinates were scaled from a topographic map and have
 DD1419.an estimated accuracy of +/- 6 seconds.
 DD1419
 DD1419.The orthometric height was determined by differential leveling
 DD1419.and adjusted by the National Geodetic Survey in June 1991..
 DD1419.WARNING-Repeat measurements at this control monument indicate possible
 DD1419.vertical movement.
 DD1419
 DD1419.This Tidal Bench Mark is designated as VM 3918
 DD1419.by the Center for Operational Oceanographic Products and Services.
 DD1419
 DD1419.The geoid height was determined by GEOID03.
 DD1419
 DD1419.The dynamic height is computed by dividing the NAVD 88
 DD1419.geopotential number by the normal gravity value computed on the
 DD1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1419.degrees latitude (g = 980.6199 gals.).
 DD1419
 DD1419.The modeled gravity was interpolated from observed gravity values.
 DD1419
 DD1419;                    North         East    Units  Estimated Accuracy
 DD1419;SPC SC       -   176,660.      783,290.      MT  (+/- 180 meters Scaled)
 DD1419
 DD1419                          SUPERSEDED SURVEY CONTROL
 DD1419
 DD1419  NGVD 29 (05/09/91)    2.593  (m)            8.51   (f) ADJUSTED    1 2
 DD1419
 DD1419.Superseded values are not recommended for survey control.
 DD1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1419.See file dsdata.txt to determine how the superseded data were derived.
 DD1419
 DD1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS736985(NAD 83)
 DD1419_MARKER: DJ = TIDAL STATION DISK
 DD1419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1419_SP_SET: COPPER-CLAD STEEL ROD
 DD1419_STAMPING: W.D. NO. 4 1975
 DD1419_MARK LOGO: NOS   
 DD1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1419+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 DD1419
 DD1419  HISTORY     - Date     Condition        Report By
 DD1419  HISTORY     - 1975     MONUMENTED       NOS
 DD1419  HISTORY     - 1986     GOOD             SCGS
 DD1419  HISTORY     - 19900504 GOOD             NGS
 DD1419  HISTORY     - 19900918 GOOD             NGS
 DD1419  HISTORY     - 20001118 POOR             USPSQD
 DD1419  HISTORY     - 20010331 POOR             NGS
 DD1419
 DD1419                          STATION DESCRIPTION
 DD1419
 DD1419'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1419'IN PAWLEYS ISLAND.
 DD1419'THE MARK IS ABOVE LEVEL WITH STATE ROAD 48.
 DD1419'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE ROAD 46 FROM THE INTERSECTION OF
 DD1419'U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 2.6 KM (1.6 MI)
 DD1419'SOUTHWESTERLY ALONG STATE ROAD 10, SET NEAR A POWER POLE IN THE VEE OF
 DD1419'STATE ROAD 48, 5.5 METERS (18.04 FT) SOUTHWEST OF THE POWER POLE
 DD1419'NUMBER 28203, 6.95 METERS (22.8 FT) SOUTHEAST OF THE CENTER OF STATE
 DD1419'ROAD 10, 6.45 METERS (21.16 FT) WEST NORTHWEST OF THE CENTER OF STATE
 DD1419'ROAD 48, 25.8 METERS (84.65 FT) NORTH NORTHWEST OF THE WEST PYLON OF A
 DD1419'HOUSE WITH TILE SIDING (RENTAL NUMBER 85), ADD-ROD DEPTH UNKNOWN,
 DD1419'REPORTEDLY DRIVEN TO REFUSAL, AND PROJECTING 07 CENTIMETERS.
 DD1419'THE MARK IS 1.00 METERS  NE FROM A WITNESS POST.
 DD1419
 DD1419                          STATION RECOVERY (1990)
 DD1419
 DD1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1419'0.9 KM (0.56 MI) SOUTHEASTERLY ALONG STATE ROAD S-22-46 (SHELL ROAD)
 DD1419'FROM THE JUNCTION OF U.S. HIGHWAY 17 IN PAWLEYS ISLAND, THENCE 2.6
 DD1419'KM (1.62 MI) SOUTHWESTERLY ALONG STATE ROAD S-22-10 (MYRTLE AVENUE),
 DD1419'6.8 M (22.31 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 6.4 M
 DD1419'(21.00 FT) WEST-NORTHWEST OF THE CENTERLINE OF STATE ROAD S-22-48,
 DD1419'2.7 M (8.86 FT) SOUTHWEST OF UTILITY POLE NUMBER 61906 WITH 2 GUY
 DD1419'CABLES, 1.0 M (3.28 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (0.98
 DD1419'FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE DISK IS CRIMPED TO A
 DD1419'COPPER-COATED STEEL ROD ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH
 DD1419'WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.  REPORTED DRIVEN
 DD1419'TO REFUSAL.
 DD1419
 DD1419                          STATION RECOVERY (1990)
 DD1419
 DD1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DD1419'RECOVERED IN GOOD CONDITION.
 DD1419
 DD1419                          STATION RECOVERY (2000)
 DD1419
 DD1419'RECOVERY NOTE BY US POWER SQUADRON 2000 (SFP)
 DD1419'DISK SEPARATED FROM PVC PIPE AND MONUMENT BUT STILL ATTACHED TO
 DD1419'COPPER-COATED STEEL ROD.
 DD1419
 DD1419                          STATION RECOVERY (2001)
 DD1419
 DD1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD1419'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1977 ***********************************************************************
 DD1977  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1977  DESIGNATION -  866 2216 A TIDAL
 DD1977  PID         -  DD1977
 DD1977  STATE/COUNTY-  SC/GEORGETOWN
 DD1977  USGS QUAD   -  KILSOCK BAY (1973)
 DD1977
 DD1977                         *CURRENT SURVEY CONTROL
 DD1977  ___________________________________________________________________
 DD1977* NAD 83(1986)-  33 22 11.     (N)    079 25 56.     (W)     SCALED    
 DD1977* NAVD 88     -         0.900  (meters)       2.95   (feet)  ADJUSTED  
 DD1977  ___________________________________________________________________
 DD1977  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD1977  DYNAMIC HT  -           0.899 (meters)       2.95  (feet)  COMP
 DD1977  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 DD1977
 DD1977  VERT ORDER  -  FIRST     CLASS II
 DD1977
 DD1977.The horizontal coordinates were scaled from a topographic map and have
 DD1977.an estimated accuracy of +/- 6 seconds.
 DD1977
 DD1977.The orthometric height was determined by differential leveling
 DD1977.and adjusted by the National Geodetic Survey in June 1991..
 DD1977
 DD1977.This Tidal Bench Mark is designated as VM 3909
 DD1977.by the Center for Operational Oceanographic Products and Services.
 DD1977
 DD1977.The geoid height was determined by GEOID03.
 DD1977
 DD1977.The dynamic height is computed by dividing the NAVD 88
 DD1977.geopotential number by the normal gravity value computed on the
 DD1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1977.degrees latitude (g = 980.6199 gals.).
 DD1977
 DD1977.The modeled gravity was interpolated from observed gravity values.
 DD1977
 DD1977;                    North         East    Units  Estimated Accuracy
 DD1977;SPC SC       -   171,490.      755,470.      MT  (+/- 180 meters Scaled)
 DD1977
 DD1977                          SUPERSEDED SURVEY CONTROL
 DD1977
 DD1977  NGVD 29 (03/21/89)    1.203  (m)            3.95   (f) ADJUSTED    1 2
 DD1977
 DD1977.Superseded values are not recommended for survey control.
 DD1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1977.See file dsdata.txt to determine how the superseded data were derived.
 DD1977
 DD1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS458933(NAD 83)
 DD1977_MARKER: DJ = TIDAL STATION DISK
 DD1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1977_SP_SET: CONCRETE POST
 DD1977_STAMPING: 2216 A 1982
 DD1977_MARK LOGO: NOS   
 DD1977_PROJECTION: RECESSED 8 CENTIMETERS
 DD1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1977+STABILITY: SURFACE MOTION
 DD1977
 DD1977  HISTORY     - Date     Condition        Report By
 DD1977  HISTORY     - 1982     MONUMENTED       NOS
 DD1977  HISTORY     - 1987     GOOD             SCGS
 DD1977  HISTORY     - 1989     GOOD             USPSQD
 DD1977  HISTORY     - 19940614 GOOD             USPSQD
 DD1977
 DD1977                          STATION DESCRIPTION
 DD1977
 DD1977'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1977'13.4 KM (8.35 MI) WEST FROM GEORGETOWN.
 DD1977'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1977'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1977'STREET) IN GEORGETOWN, THENCE 15.45 KM (9.6 MI) WESTERLY AND
 DD1977'NORTHWEST ALONG STATE ROAD 42, THENCE 1.35 KM (0.85 MI) EASTERLY
 DD1977'ALONG STATE ROAD 498 TO A 3-WAY JUNCTION, THENCE 0.65 KM (0.4 MI)
 DD1977'NORTHERLY (LEFT) ALONG A SAND ROAD TO A STEEL GATE, CONTINUE 0.15 KM
 DD1977'(0.1 MI) NORTHERLY ALONG THE SAND ROAD, SET NEAR A 9-FT BY 5-FT
 DD1977'CONCRETE SLAB ON THE SOUTH SIDE OF A SHINGLE-SIDED HOUSE, 5.12 METERS
 DD1977'(16.8 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 5.79 METERS
 DD1977'(19.0 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, 1.0
 DD1977'METER (3.3 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE SLAB, 24.1
 DD1977'METERS (79.1 FT) NORTHWEST OF A POWER POLE 375C WITH A TRANSFORMER,
 DD1977'21.8 METERS (71.5 FT) NORTH-NORTHWEST OF TIDAL BENCH MARK 866 2216 B
 DD1977'TIDAL.
 DD1977'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1977
 DD1977                          STATION RECOVERY (1989)
 DD1977
 DD1977'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1977'RECOVERED IN GOOD CONDITION.
 DD1977
 DD1977                          STATION RECOVERY (1994)
 DD1977
 DD1977'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1976 ***********************************************************************
 DD1976  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1976  DESIGNATION -  866 2216 B TIDAL
 DD1976  PID         -  DD1976
 DD1976  STATE/COUNTY-  SC/GEORGETOWN
 DD1976  USGS QUAD   -  KILSOCK BAY (1973)
 DD1976
 DD1976                         *CURRENT SURVEY CONTROL
 DD1976  ___________________________________________________________________
 DD1976* NAD 83(1986)-  33 22 09.     (N)    079 25 57.     (W)     SCALED    
 DD1976* NAVD 88     -         0.731  (meters)       2.40   (feet)  ADJUSTED  
 DD1976  ___________________________________________________________________
 DD1976  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD1976  DYNAMIC HT  -           0.730 (meters)       2.40  (feet)  COMP
 DD1976  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DD1976
 DD1976  VERT ORDER  -  FIRST     CLASS II
 DD1976
 DD1976.The horizontal coordinates were scaled from a topographic map and have
 DD1976.an estimated accuracy of +/- 6 seconds.
 DD1976
 DD1976.The orthometric height was determined by differential leveling
 DD1976.and adjusted by the National Geodetic Survey in June 1991..
 DD1976
 DD1976.This Tidal Bench Mark is designated as VM 3910
 DD1976.by the Center for Operational Oceanographic Products and Services.
 DD1976
 DD1976.The geoid height was determined by GEOID03.
 DD1976
 DD1976.The dynamic height is computed by dividing the NAVD 88
 DD1976.geopotential number by the normal gravity value computed on the
 DD1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1976.degrees latitude (g = 980.6199 gals.).
 DD1976
 DD1976.The modeled gravity was interpolated from observed gravity values.
 DD1976
 DD1976;                    North         East    Units  Estimated Accuracy
 DD1976;SPC SC       -   171,430.      755,440.      MT  (+/- 180 meters Scaled)
 DD1976
 DD1976                          SUPERSEDED SURVEY CONTROL
 DD1976
 DD1976  NGVD 29 (03/21/89)    1.034  (m)            3.39   (f) ADJUSTED    1 2
 DD1976
 DD1976.Superseded values are not recommended for survey control.
 DD1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1976.See file dsdata.txt to determine how the superseded data were derived.
 DD1976
 DD1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS458933(NAD 83)
 DD1976_MARKER: DJ = TIDAL STATION DISK
 DD1976_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1976_SP_SET: STAINLESS STEEL ROD
 DD1976_STAMPING: 2216 B 1982
 DD1976_MARK LOGO: NOS   
 DD1976_PROJECTION: RECESSED 15 CENTIMETERS
 DD1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1976_ROD/PIPE-DEPTH: 5.49 meters
 DD1976
 DD1976  HISTORY     - Date     Condition        Report By
 DD1976  HISTORY     - 1982     MONUMENTED       NOS
 DD1976  HISTORY     - 1987     GOOD             SCGS
 DD1976  HISTORY     - 1989     GOOD             USPSQD
 DD1976  HISTORY     - 19940614 GOOD             USPSQD
 DD1976
 DD1976                          STATION DESCRIPTION
 DD1976
 DD1976'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1976'13.4 KM (8.3 MI) WEST FROM GEORGETOWN.
 DD1976'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1976'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1976'STREET) IN GEORGETOWN, THENCE 15.45 KM (9.6 MI) WESTERLY AND
 DD1976'NORTHWEST ALONG STATE ROAD 42, THENCE 1.35 KM (0.85 MI) EASTERLY
 DD1976'ALONG STATE ROAD 498 TO A 3-WAY JUNCTION, THENCE 0.65 KM (0.4 MI)
 DD1976'NORTHERLY (LEFT) ALONG A SAND ROAD TO A STEEL GATE, CONTINUE 0.15 KM
 DD1976'(0.1 MI) NORTHERLY ALONG THE SAND ROAD, SET AT THE EDGE OF THE ROAD,
 DD1976'ACROSS THE ROAD FROM A POWER POLE, BEFORE REACHING THE SAMPIT RIVER
 DD1976'AND A SHINGLE-SIDED HOUSE, 25.3 METERS (83.0 FT) SOUTH-SOUTHEAST OF
 DD1976'THE SOUTHEAST CORNER OF THE HOUSE, 2.6 METERS (8.5 FT) WEST-SOUTHWEST
 DD1976'OF THE CENTER OF ROAD, 5.73 METERS (18.8 FT) WEST-SOUTHWEST OF THE
 DD1976'POWER POLE 375C.
 DD1976'THE MARK IS 0.48 METERS  N FROM  A WITNESS POST
 DD1976'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1976
 DD1976                          STATION RECOVERY (1989)
 DD1976
 DD1976'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1976'RECOVERED IN GOOD CONDITION.
 DD1976
 DD1976                          STATION RECOVERY (1994)
 DD1976
 DD1976'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1975 ***********************************************************************
 DD1975  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1975  DESIGNATION -  866 2216 C TIDAL
 DD1975  PID         -  DD1975
 DD1975  STATE/COUNTY-  SC/GEORGETOWN
 DD1975  USGS QUAD   -  KILSOCK BAY (1973)
 DD1975
 DD1975                         *CURRENT SURVEY CONTROL
 DD1975  ___________________________________________________________________
 DD1975* NAD 83(1986)-  33 22 06.     (N)    079 25 55.     (W)     SCALED    
 DD1975* NAVD 88     -         2.194  (meters)       7.20   (feet)  ADJUSTED  
 DD1975  ___________________________________________________________________
 DD1975  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD1975  DYNAMIC HT  -           2.192 (meters)       7.19  (feet)  COMP
 DD1975  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DD1975
 DD1975  VERT ORDER  -  FIRST     CLASS II
 DD1975
 DD1975.The horizontal coordinates were scaled from a topographic map and have
 DD1975.an estimated accuracy of +/- 6 seconds.
 DD1975
 DD1975.The orthometric height was determined by differential leveling
 DD1975.and adjusted by the National Geodetic Survey in June 1991..
 DD1975
 DD1975.This Tidal Bench Mark is designated as VM 3911
 DD1975.by the Center for Operational Oceanographic Products and Services.
 DD1975
 DD1975.The geoid height was determined by GEOID03.
 DD1975
 DD1975.The dynamic height is computed by dividing the NAVD 88
 DD1975.geopotential number by the normal gravity value computed on the
 DD1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1975.degrees latitude (g = 980.6199 gals.).
 DD1975
 DD1975.The modeled gravity was interpolated from observed gravity values.
 DD1975
 DD1975;                    North         East    Units  Estimated Accuracy
 DD1975;SPC SC       -   171,330.      755,490.      MT  (+/- 180 meters Scaled)
 DD1975
 DD1975                          SUPERSEDED SURVEY CONTROL
 DD1975
 DD1975  NGVD 29 (03/21/89)    2.498  (m)            8.20   (f) ADJUSTED    1 2
 DD1975
 DD1975.Superseded values are not recommended for survey control.
 DD1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1975.See file dsdata.txt to determine how the superseded data were derived.
 DD1975
 DD1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS458932(NAD 83)
 DD1975_MARKER: DJ = TIDAL STATION DISK
 DD1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1975_SP_SET: CONCRETE POST
 DD1975_STAMPING: 2216 C 1982
 DD1975_MARK LOGO: NOS   
 DD1975_PROJECTION: FLUSH
 DD1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1975+STABILITY: SURFACE MOTION
 DD1975
 DD1975  HISTORY     - Date     Condition        Report By
 DD1975  HISTORY     - 1982     MONUMENTED       NOS
 DD1975  HISTORY     - 1987     GOOD             SCGS
 DD1975  HISTORY     - 1989     GOOD             USPSQD
 DD1975  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 DD1975
 DD1975                          STATION DESCRIPTION
 DD1975
 DD1975'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1975'13.4 KM (8.3 MI) WEST FROM GEORGETOWN.
 DD1975'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1975'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1975'STREET) IN GEORGETOWN, THENCE 15.45 KM (9.6 MI) WESTERLY AND
 DD1975'NORTHWEST ALONG STATE ROAD 42, THENCE 1.35 KM (0.85 MI) EASTERLY
 DD1975'ALONG STATE ROAD 498 TO A 3-WAY JUNCTION, THENCE 0.65 KM (0.4 MI)
 DD1975'NORTHERLY (LEFT) ALONG A SAND ROAD, SET NEAR A STEEL PIPE AT A STEEL
 DD1975'GATE, 11.62 METERS (38.1 FT) NORTH OF A POWER POLE WITH A GUY WIRE,
 DD1975'5.65 METERS (18.5 FT) EAST OF THE CENTER OF THE ROAD, 0.94 METER (3.1
 DD1975'FT) NORTHEAST OF THE STEEL PIPE (PROJECTING 3.5-FT), 7.3 METERS (24.0
 DD1975'FT) SOUTHWEST OF A 22-INCH WHITE OAK TREE.
 DD1975'THE MARK IS 1.04 METERS  SSE FROM  A WITNESS POST
 DD1975'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1975
 DD1975                          STATION RECOVERY (1989)
 DD1975
 DD1975'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1975'RECOVERED IN GOOD CONDITION.
 DD1975
 DD1975                          STATION RECOVERY (1994)
 DD1975
 DD1975'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1974 ***********************************************************************
 DD1974  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1974  DESIGNATION -  866 2216 D TIDAL
 DD1974  PID         -  DD1974
 DD1974  STATE/COUNTY-  SC/GEORGETOWN
 DD1974  USGS QUAD   -  KILSOCK BAY (1973)
 DD1974
 DD1974                         *CURRENT SURVEY CONTROL
 DD1974  ___________________________________________________________________
 DD1974* NAD 83(1986)-  33 22 01.     (N)    079 25 55.     (W)     SCALED    
 DD1974* NAVD 88     -         4.858  (meters)      15.94   (feet)  ADJUSTED  
 DD1974  ___________________________________________________________________
 DD1974  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DD1974  DYNAMIC HT  -           4.852 (meters)      15.92  (feet)  COMP
 DD1974  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DD1974
 DD1974  VERT ORDER  -  FIRST     CLASS II
 DD1974
 DD1974.The horizontal coordinates were scaled from a topographic map and have
 DD1974.an estimated accuracy of +/- 6 seconds.
 DD1974
 DD1974.The orthometric height was determined by differential leveling
 DD1974.and adjusted by the National Geodetic Survey in June 1991..
 DD1974
 DD1974.This Tidal Bench Mark is designated as VM 3912
 DD1974.by the Center for Operational Oceanographic Products and Services.
 DD1974
 DD1974.The geoid height was determined by GEOID03.
 DD1974
 DD1974.The dynamic height is computed by dividing the NAVD 88
 DD1974.geopotential number by the normal gravity value computed on the
 DD1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1974.degrees latitude (g = 980.6199 gals.).
 DD1974
 DD1974.The modeled gravity was interpolated from observed gravity values.
 DD1974
 DD1974;                    North         East    Units  Estimated Accuracy
 DD1974;SPC SC       -   171,180.      755,500.      MT  (+/- 180 meters Scaled)
 DD1974
 DD1974                          SUPERSEDED SURVEY CONTROL
 DD1974
 DD1974  NGVD 29 (03/21/89)    5.161  (m)           16.93   (f) ADJUSTED    1 2
 DD1974
 DD1974.Superseded values are not recommended for survey control.
 DD1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1974.See file dsdata.txt to determine how the superseded data were derived.
 DD1974
 DD1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS458930(NAD 83)
 DD1974_MARKER: DJ = TIDAL STATION DISK
 DD1974_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1974_SP_SET: STAINLESS STEEL ROD
 DD1974_STAMPING: 2216 D 1982
 DD1974_MARK LOGO: NOS   
 DD1974_PROJECTION: FLUSH
 DD1974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1974_ROD/PIPE-DEPTH: 7.32 meters
 DD1974
 DD1974  HISTORY     - Date     Condition        Report By
 DD1974  HISTORY     - 1982     MONUMENTED       NOS
 DD1974  HISTORY     - 1987     GOOD             SCGS
 DD1974  HISTORY     - 1989     GOOD             USPSQD
 DD1974  HISTORY     - 19940614 GOOD             USPSQD
 DD1974
 DD1974                          STATION DESCRIPTION
 DD1974
 DD1974'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1974'13.4 KM (8.3 MI) WEST FROM GEORGETOWN.
 DD1974'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1974'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1974'STREET) IN GEORGETOWN, THENCE 15.45 KM (9.6 MI) WESTERLY AND
 DD1974'NORTHWEST ALONG STATE ROAD 42, THENCE 1.35 KM (0.85 MI) EASTERLY
 DD1974'ALONG STATE ROAD 498 TO A 3-WAY JUNCTION, THENCE 0.5 KM (0.3 MI)
 DD1974'NORTHERLY (LEFT) ALONG A SAND ROAD, SET NEAR A POWER POLE ACROSS THE
 DD1974'ROAD FROM A BLAZED PINE AND OAK TREE, 13.4 METERS (44.0 FT)
 DD1974'SOUTH-SOUTHEAST OF THE OAK TREE, 12.6 METERS (41.3 FT) EAST OF THE
 DD1974'PINE TREE, 6.55 METERS (21.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 DD1974'0.9 METER (3.0 FT) NORTHEAST OF THE POWER POLE.
 DD1974'THE MARK IS 0.59 METERS  WSW FROM  A WITNESS POST
 DD1974'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1974
 DD1974                          STATION RECOVERY (1989)
 DD1974
 DD1974'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1974'RECOVERED IN GOOD CONDITION.
 DD1974
 DD1974                          STATION RECOVERY (1994)
 DD1974
 DD1974'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1973 ***********************************************************************
 DD1973  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1973  DESIGNATION -  866 2216 E TIDAL
 DD1973  PID         -  DD1973
 DD1973  STATE/COUNTY-  SC/GEORGETOWN
 DD1973  USGS QUAD   -  KILSOCK BAY (1973)
 DD1973
 DD1973                         *CURRENT SURVEY CONTROL
 DD1973  ___________________________________________________________________
 DD1973* NAD 83(1986)-  33 21 59.     (N)    079 26 00.     (W)     SCALED    
 DD1973* NAVD 88     -         5.175  (meters)      16.98   (feet)  ADJUSTED  
 DD1973  ___________________________________________________________________
 DD1973  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DD1973  DYNAMIC HT  -           5.170 (meters)      16.96  (feet)  COMP
 DD1973  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DD1973
 DD1973  VERT ORDER  -  FIRST     CLASS II
 DD1973
 DD1973.The horizontal coordinates were scaled from a topographic map and have
 DD1973.an estimated accuracy of +/- 6 seconds.
 DD1973
 DD1973.The orthometric height was determined by differential leveling
 DD1973.and adjusted by the National Geodetic Survey in June 1991..
 DD1973
 DD1973.This Tidal Bench Mark is designated as VM 3913
 DD1973.by the Center for Operational Oceanographic Products and Services.
 DD1973
 DD1973.The geoid height was determined by GEOID03.
 DD1973
 DD1973.The dynamic height is computed by dividing the NAVD 88
 DD1973.geopotential number by the normal gravity value computed on the
 DD1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1973.degrees latitude (g = 980.6199 gals.).
 DD1973
 DD1973.The modeled gravity was interpolated from observed gravity values.
 DD1973
 DD1973;                    North         East    Units  Estimated Accuracy
 DD1973;SPC SC       -   171,120.      755,370.      MT  (+/- 180 meters Scaled)
 DD1973
 DD1973                          SUPERSEDED SURVEY CONTROL
 DD1973
 DD1973  NGVD 29 (03/21/89)    5.479  (m)           17.98   (f) ADJUSTED    1 2
 DD1973
 DD1973.Superseded values are not recommended for survey control.
 DD1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1973.See file dsdata.txt to determine how the superseded data were derived.
 DD1973
 DD1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS457930(NAD 83)
 DD1973_MARKER: DJ = TIDAL STATION DISK
 DD1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1973_SP_SET: CONCRETE POST
 DD1973_STAMPING: 2216 E 1982
 DD1973_MARK LOGO: NOS   
 DD1973_PROJECTION: FLUSH
 DD1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1973+STABILITY: SURFACE MOTION
 DD1973
 DD1973  HISTORY     - Date     Condition        Report By
 DD1973  HISTORY     - 1982     MONUMENTED       NOS
 DD1973  HISTORY     - 1987     GOOD             SCGS
 DD1973  HISTORY     - 1989     GOOD             USPSQD
 DD1973  HISTORY     - 19940614 GOOD             USPSQD
 DD1973
 DD1973                          STATION DESCRIPTION
 DD1973
 DD1973'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1973'13.5 KM (8.4 MI) WEST FROM GEORGETOWN.
 DD1973'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1973'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1973'STREET) IN GEORGETOWN, THENCE 15.45 KM (9.6 MI) WESTERLY AND
 DD1973'NORTHWEST ALONG STATE ROAD 42, THENCE 1.35 KM (0.85 MI) EASTERLY
 DD1973'ALONG STATE ROAD 498 TO A 3-WAY JUNCTION, THENCE 0.4 KM (0.25 MI)
 DD1973'NORTHERLY (LEFT) ALONG A SAND ROAD, SET NEAR A POWER POLE, BEFORE A
 DD1973'SHARP CURVE RIGHT, 3.27 METERS (10.7 FT) EAST-SOUTHEAST OF A BLAZED
 DD1973'OAK TREE, 5.5 METERS (18.0 FT) NORTHWEST OF THE CENTER OF THE ROAD,
 DD1973'1.41 METERS (4.6 FT) WEST OF THE POWER POLE.
 DD1973'THE MARK IS 1.28 METERS  W FROM  A WITNESS POST
 DD1973'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1973
 DD1973                          STATION RECOVERY (1989)
 DD1973
 DD1973'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1973'RECOVERED IN GOOD CONDITION.
 DD1973
 DD1973                          STATION RECOVERY (1994)
 DD1973
 DD1973'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD1973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1966 ***********************************************************************
 DD1966  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1966  DESIGNATION -  866 2237 A TIDAL
 DD1966  PID         -  DD1966
 DD1966  STATE/COUNTY-  SC/GEORGETOWN
 DD1966  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1966
 DD1966                         *CURRENT SURVEY CONTROL
 DD1966  ___________________________________________________________________
 DD1966* NAD 83(1986)-  33 21 45.     (N)    079 21 16.     (W)     SCALED    
 DD1966* NAVD 88     -         1.960  (meters)       6.43   (feet)  ADJUSTED  
 DD1966  ___________________________________________________________________
 DD1966  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DD1966  DYNAMIC HT  -           1.958 (meters)       6.42  (feet)  COMP
 DD1966  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 DD1966
 DD1966  VERT ORDER  -  FIRST     CLASS II
 DD1966
 DD1966.The horizontal coordinates were scaled from a topographic map and have
 DD1966.an estimated accuracy of +/- 6 seconds.
 DD1966
 DD1966.The orthometric height was determined by differential leveling
 DD1966.and adjusted by the National Geodetic Survey in June 1991..
 DD1966
 DD1966.This Tidal Bench Mark is designated as VM 3919
 DD1966.by the Center for Operational Oceanographic Products and Services.
 DD1966
 DD1966.The geoid height was determined by GEOID03.
 DD1966
 DD1966.The dynamic height is computed by dividing the NAVD 88
 DD1966.geopotential number by the normal gravity value computed on the
 DD1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1966.degrees latitude (g = 980.6199 gals.).
 DD1966
 DD1966.The modeled gravity was interpolated from observed gravity values.
 DD1966
 DD1966;                    North         East    Units  Estimated Accuracy
 DD1966;SPC SC       -   170,800.      762,720.      MT  (+/- 180 meters Scaled)
 DD1966
 DD1966                          SUPERSEDED SURVEY CONTROL
 DD1966
 DD1966  NGVD 29 (03/21/89)    2.264  (m)            7.43   (f) ADJUSTED    1 2
 DD1966
 DD1966.Superseded values are not recommended for survey control.
 DD1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1966.See file dsdata.txt to determine how the superseded data were derived.
 DD1966
 DD1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS530926(NAD 83)
 DD1966_MARKER: DJ = TIDAL STATION DISK
 DD1966_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD1966_SP_SET: GALVANIZED STEEL ROD
 DD1966_STAMPING: 2237 A 1982
 DD1966_MARK LOGO: NOS   
 DD1966_PROJECTION: RECESSED 9 CENTIMETERS
 DD1966_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1966+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1992
 DD1966_ROD/PIPE-DEPTH: 5.49 meters
 DD1966
 DD1966  HISTORY     - Date     Condition        Report By
 DD1966  HISTORY     - 1982     MONUMENTED       NOS
 DD1966  HISTORY     - 1987     GOOD             SCGS
 DD1966  HISTORY     - 1989     GOOD             USPSQD
 DD1966  HISTORY     - 19920816 GOOD             NGS
 DD1966
 DD1966                          STATION DESCRIPTION
 DD1966
 DD1966'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1966'6.3 KM (3.9 MI) WEST FROM GEORGETOWN.
 DD1966'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1966'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1966'STREET) IN GEORGETOWN, THENCE 6.7 KM (4.15 MI) WESTERLY ALONG STATE
 DD1966'ROAD 42 TO A SAND ROAD RIGHT, 0.3 KM (0.2 MI) EAST OF THE SAINT
 DD1966'MICHAEL A.M.E. CHRUCH, THENCE 3.15 KM (1.95 MI) NORTHEASTERLY ALONG
 DD1966'THE SAND ROAD, THENCE 0.2 KM (0.10 MI) EAST-NORTHEAST ALONG A GRASS
 DD1966'DRIVEWAY, SET NEAR A CONCRETE BOAT RAMP ON THE WEST SIDE OF A STUCCO
 DD1966'HOUSE, 72.55 METERS (238.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 DD1966'DRIVEWAY, 24.9 METERS (81.7 FT) WEST OF THE NORTHWEST CORNER OF THE
 DD1966'HOUSE, 4.55 METERS (14.9 FT) WEST-SOUTHWEST OF THE CENTER OF THE
 DD1966'RAMP, 13.45 METERS (44.1 FT) WEST-NORTHWEST OF A SATELLITE DISH STAND
 DD1966'(3 INCH PIPE), 2.3 METERS (7.5 FT) SOUTHWEST OF A CYPRESS TREE.
 DD1966
 DD1966                          STATION RECOVERY (1989)
 DD1966
 DD1966'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1966'RECOVERED IN GOOD CONDITION.
 DD1966
 DD1966                          STATION RECOVERY (1992)
 DD1966
 DD1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1966'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 70 (FRASER
 DD1966'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET)
 DD1966'IN GEORGETOWN, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG STATE HIGHWAY
 DD1966'S2249, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG MOURESINA ROAD, THENCE
 DD1966'0.1 KM (0.05 MI) EASTERLY ALONG A DRIVEWAY, 72.6 M (238.2 FT)
 DD1966'NORTHWEST OF THE DRIVEWAY CENTER, 24.9 M (81.7 FT) WEST OF THE
 DD1966'NORTHWEST CORNER OF THE JACOBS RESIDENCE, 13.5 M (44.3 FT) NORTHWEST
 DD1966'OF A SATELLITE DISH BASE, 5.4 M (17.7 FT) SOUTHEAST OF A 5-INCH
 DD1966'WOODEN POST, 2.3 M (7.5 FT) SOUTHWEST OF A CYPRESS TREE, AND 0.6 M
 DD1966'(2.0 FT) BELOW THE LEVEL OF THE DRIVEWAY.  NOTE--THE DISK IS ENCASED
 DD1966'IN A 5-INCH PVC PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE
 DD1966'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1965 ***********************************************************************
 DD1965  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1965  DESIGNATION -  866 2237 B TIDAL
 DD1965  PID         -  DD1965
 DD1965  STATE/COUNTY-  SC/GEORGETOWN
 DD1965  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1965
 DD1965                         *CURRENT SURVEY CONTROL
 DD1965  ___________________________________________________________________
 DD1965* NAD 83(1986)-  33 21 44.     (N)    079 21 12.     (W)     SCALED    
 DD1965* NAVD 88     -         3.470  (meters)      11.38   (feet)  ADJUSTED  
 DD1965  ___________________________________________________________________
 DD1965  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DD1965  DYNAMIC HT  -           3.467 (meters)      11.37  (feet)  COMP
 DD1965  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DD1965
 DD1965  VERT ORDER  -  FIRST     CLASS II
 DD1965
 DD1965.The horizontal coordinates were scaled from a topographic map and have
 DD1965.an estimated accuracy of +/- 6 seconds.
 DD1965
 DD1965.The orthometric height was determined by differential leveling
 DD1965.and adjusted by the National Geodetic Survey in June 1991..
 DD1965
 DD1965.This Tidal Bench Mark is designated as VM 3920
 DD1965.by the Center for Operational Oceanographic Products and Services.
 DD1965
 DD1965.The geoid height was determined by GEOID03.
 DD1965
 DD1965.The dynamic height is computed by dividing the NAVD 88
 DD1965.geopotential number by the normal gravity value computed on the
 DD1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1965.degrees latitude (g = 980.6199 gals.).
 DD1965
 DD1965.The modeled gravity was interpolated from observed gravity values.
 DD1965
 DD1965;                    North         East    Units  Estimated Accuracy
 DD1965;SPC SC       -   170,770.      762,820.      MT  (+/- 180 meters Scaled)
 DD1965
 DD1965                          SUPERSEDED SURVEY CONTROL
 DD1965
 DD1965  NGVD 29 (03/21/89)    3.774  (m)           12.38   (f) ADJUSTED    1 2
 DD1965
 DD1965.Superseded values are not recommended for survey control.
 DD1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1965.See file dsdata.txt to determine how the superseded data were derived.
 DD1965
 DD1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS532926(NAD 83)
 DD1965_MARKER: DJ = TIDAL STATION DISK
 DD1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1965_SP_SET: CONCRETE POST
 DD1965_STAMPING: 2237 B 1982
 DD1965_MARK LOGO: NOS   
 DD1965_PROJECTION: RECESSED 10 CENTIMETERS
 DD1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1965+STABILITY: SURFACE MOTION
 DD1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1965+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1992
 DD1965
 DD1965  HISTORY     - Date     Condition        Report By
 DD1965  HISTORY     - 1982     MONUMENTED       NOS
 DD1965  HISTORY     - 1987     GOOD             SCGS
 DD1965  HISTORY     - 1989     GOOD             USPSQD
 DD1965  HISTORY     - 19920816 GOOD             NGS
 DD1965
 DD1965                          STATION DESCRIPTION
 DD1965
 DD1965'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1965'6.3 KM (3.9 MI) WEST FROM GEORGETOWN.
 DD1965'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DD1965'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1965'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1965'STREET) IN GEORGETOWN, THENCE 6.7 KM (4.15 MI) WESTERLY ALONG STATE
 DD1965'ROAD 42 TO A SAND ROAD RIGHT, 0.3 KM (0.2 MI) EAST OF THE SAINT
 DD1965'MICHAEL A.M.E. CHRUCH, THENCE 3.15 KM (1.95 MI) NORTHEASTERLY ALONG
 DD1965'THE SAND ROAD, THENCE 0.2 KM (0.1 MI) EAST-NORTHEAST ALONG A GRASS
 DD1965'DRIVEWAY, SET NEAR A POWER POLE AT THE END OF THE DRIVEWAY, 32.1
 DD1965'METERS (105.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK
 DD1965'PORTION OF A GARAGE OF A STUCCO HOUSE, 8.28 METERS (27.2 FT)
 DD1965'NORTH-NORTHWEST OF A LIVE OAK TREE IN THE CENTER OF THE DRIVEWAY,
 DD1965'1.94 METERS (6.4 FT) EAST-NORTHEAST OF THE EAST-NORTHEAST END OF A
 DD1965'BRICK ENTRANCEWAY, 1.12 METERS (3.7 FT) WEST-NORTHWEST OF THE POWER
 DD1965'POLE WITH A TRANSFORMER, 4.8 METERS (15.7 FT) NORTHEAST OF THE
 DD1965'EAST-NORTHEAST END OF A PIPE CULVERT.
 DD1965'THE MARK IS 1.02 METERS  WNW FROM  A WITNESS POST
 DD1965
 DD1965                          STATION RECOVERY (1989)
 DD1965
 DD1965'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1965'RECOVERED IN GOOD CONDITION.
 DD1965
 DD1965                          STATION RECOVERY (1992)
 DD1965
 DD1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1965'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 70 (FRASER
 DD1965'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET)
 DD1965'IN GEORGETOWN, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG STATE HIGHWAY
 DD1965'S2249, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG MOURESINA ROAD, THENCE
 DD1965'0.1 KM (0.05 MI) EASTERLY ALONG A DRIVEWAY, 67.5 M (221.5 FT)
 DD1965'NORTHEAST OF BENCH MARK 866 2237 C TIDAL, 32.1 M (105.3 FT) SOUTHEAST
 DD1965'OF THE SOUTHEAST CORNER OF THE JACOBS RESIDENCE, 8.3 M (27.2 FT)
 DD1965'NORTHWEST OF AND LEVEL WITH THE CENTER OF THE DRIVEWAY, 4.8 M (15.7
 DD1965'FT) NORTHEAST OF THE NORTHEAST END OF A PIPE CULVERT, 1.1 M (3.6 FT)
 DD1965'WEST-NORTHWEST OF A UTILITY POLE WITH A TRANSFORMER, 1.1 M (3.6 FT)
 DD1965'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 DD1965'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1964 ***********************************************************************
 DD1964  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1964  DESIGNATION -  866 2237 C TIDAL
 DD1964  PID         -  DD1964
 DD1964  STATE/COUNTY-  SC/GEORGETOWN
 DD1964  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1964
 DD1964                         *CURRENT SURVEY CONTROL
 DD1964  ___________________________________________________________________
 DD1964* NAD 83(1986)-  33 21 43.     (N)    079 21 16.     (W)     SCALED    
 DD1964* NAVD 88     -         2.898  (meters)       9.51   (feet)  ADJUSTED  
 DD1964  ___________________________________________________________________
 DD1964  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DD1964  DYNAMIC HT  -           2.895 (meters)       9.50  (feet)  COMP
 DD1964  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 DD1964
 DD1964  VERT ORDER  -  FIRST     CLASS II
 DD1964
 DD1964.The horizontal coordinates were scaled from a topographic map and have
 DD1964.an estimated accuracy of +/- 6 seconds.
 DD1964
 DD1964.The orthometric height was determined by differential leveling
 DD1964.and adjusted by the National Geodetic Survey in June 1991..
 DD1964
 DD1964.This Tidal Bench Mark is designated as VM 3921
 DD1964.by the Center for Operational Oceanographic Products and Services.
 DD1964
 DD1964.The geoid height was determined by GEOID03.
 DD1964
 DD1964.The dynamic height is computed by dividing the NAVD 88
 DD1964.geopotential number by the normal gravity value computed on the
 DD1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1964.degrees latitude (g = 980.6199 gals.).
 DD1964
 DD1964.The modeled gravity was interpolated from observed gravity values.
 DD1964
 DD1964;                    North         East    Units  Estimated Accuracy
 DD1964;SPC SC       -   170,740.      762,720.      MT  (+/- 180 meters Scaled)
 DD1964
 DD1964                          SUPERSEDED SURVEY CONTROL
 DD1964
 DD1964  NGVD 29 (03/21/89)    3.202  (m)           10.51   (f) ADJUSTED    1 2
 DD1964
 DD1964.Superseded values are not recommended for survey control.
 DD1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1964.See file dsdata.txt to determine how the superseded data were derived.
 DD1964
 DD1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS530926(NAD 83)
 DD1964_MARKER: DJ = TIDAL STATION DISK
 DD1964_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD1964_SP_SET: GALVANIZED STEEL ROD
 DD1964_STAMPING: 2237 C 1982
 DD1964_MARK LOGO: NOS   
 DD1964_PROJECTION: RECESSED 4 CENTIMETERS
 DD1964_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1964+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1992
 DD1964_ROD/PIPE-DEPTH: 5.79 meters
 DD1964
 DD1964  HISTORY     - Date     Condition        Report By
 DD1964  HISTORY     - 1982     MONUMENTED       NOS
 DD1964  HISTORY     - 1987     GOOD             SCGS
 DD1964  HISTORY     - 1989     GOOD             USPSQD
 DD1964  HISTORY     - 19920816 GOOD             NGS
 DD1964
 DD1964                          STATION DESCRIPTION
 DD1964
 DD1964'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1964'6.4 KM (3.95 MI) WEST FROM GEORGETOWN.
 DD1964'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DD1964'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1964'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1964'STREET) IN GEORGETOWN, THENCE 6.7 KM (4.15 MI) WESTERLY ALONG STATE
 DD1964'ROAD 42 TO A SAND ROAD RIGHT, 0.3 KM (0.2 MI) EAST OF THE SAINT
 DD1964'MICHAEL A.M.E. CHRUCH, THENCE 3.15 KM (1.95 MI) NORTHEASTERLY ALONG
 DD1964'THE SAND ROAD, THENCE 0.1 KM (0.05 MI) EAST-NORTHEAST ALONG A GRASS
 DD1964'DRIVEWAY, SET NEAR A PINE TREE IN THE SOUTHWEST CORNER OF THE YARD OF
 DD1964'A STUCCO HOUSE, 55.7 METERS (182.7 FT) SOUTHWEST OF THE SOUTHWEST
 DD1964'CORNER OF THE BRICK PORTION OF THE GARAGE OF THE HOUSE, 7.4 METERS
 DD1964'(24.3 FT) NORTH-NORTHWEST OF THE CENTER OF THE DRIVEWAY, 26.05 METERS
 DD1964'(85.5 FT) WEST-SOUTHWEST OF THE WEST-SOUTHWEST END OF A BRICK
 DD1964'ENTRANCEWAY, 3.86 METERS (12.7 FT) SOUTHWEST OF THE TREE, 18.65
 DD1964'METERS (61.2 FT) NORTHEAST OF A LIVE OAK TREE IN THE CENTER OF THE
 DD1964'DRIVEWAY.
 DD1964
 DD1964                          STATION RECOVERY (1989)
 DD1964
 DD1964'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1964'RECOVERED IN GOOD CONDITION.
 DD1964
 DD1964                          STATION RECOVERY (1992)
 DD1964
 DD1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1964'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 70 (FRASER
 DD1964'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET)
 DD1964'IN GEORGETOWN, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG STATE HIGHWAY
 DD1964'S2249, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG MOURESINA ROAD, THENCE
 DD1964'0.1 KM (0.05 MI) EASTERLY ALONG A DRIVEWAY, 62.0 M (203.4 FT)
 DD1964'NORTHEAST OF BENCH MARK 866 2237 D TIDAL, 55.7 M (182.7 FT) SOUTHWEST
 DD1964'OF THE SOUTHWEST CORNER OF A HOUSE, 20.6 M (67.6 FT) NORTH OF A
 DD1964'40-INCH OAK TREE, 17.9 M (58.7 FT) NORTHEAST OF A 40-INCH OAK TREE,
 DD1964'7.4 M (24.3 FT) NORTHWEST OF AND LEVEL WITH THE CENTER OF THE
 DD1964'DRIVEWAY, AND 3.6 M (11.8 FT) EAST-NORTHEAST OF THE EDGE OF DITCH.
 DD1964'NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.02 M
 DD1964'(0.07 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1963 ***********************************************************************
 DD1963  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1963  DESIGNATION -  866 2237 D TIDAL
 DD1963  PID         -  DD1963
 DD1963  STATE/COUNTY-  SC/GEORGETOWN
 DD1963  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1963
 DD1963                         *CURRENT SURVEY CONTROL
 DD1963  ___________________________________________________________________
 DD1963* NAD 83(1986)-  33 21 41.     (N)    079 21 18.     (W)     SCALED    
 DD1963* NAVD 88     -         3.448  (meters)      11.31   (feet)  ADJUSTED  
 DD1963  ___________________________________________________________________
 DD1963  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DD1963  DYNAMIC HT  -           3.444 (meters)      11.30  (feet)  COMP
 DD1963  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 DD1963
 DD1963  VERT ORDER  -  FIRST     CLASS II
 DD1963
 DD1963.The horizontal coordinates were scaled from a topographic map and have
 DD1963.an estimated accuracy of +/- 6 seconds.
 DD1963
 DD1963.The orthometric height was determined by differential leveling
 DD1963.and adjusted by the National Geodetic Survey in June 1991..
 DD1963
 DD1963.This Tidal Bench Mark is designated as VM 3922
 DD1963.by the Center for Operational Oceanographic Products and Services.
 DD1963
 DD1963.The geoid height was determined by GEOID03.
 DD1963
 DD1963.The dynamic height is computed by dividing the NAVD 88
 DD1963.geopotential number by the normal gravity value computed on the
 DD1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1963.degrees latitude (g = 980.6199 gals.).
 DD1963
 DD1963.The modeled gravity was interpolated from observed gravity values.
 DD1963
 DD1963;                    North         East    Units  Estimated Accuracy
 DD1963;SPC SC       -   170,680.      762,670.      MT  (+/- 180 meters Scaled)
 DD1963
 DD1963                          SUPERSEDED SURVEY CONTROL
 DD1963
 DD1963  NGVD 29 (03/21/89)    3.752  (m)           12.31   (f) ADJUSTED    1 2
 DD1963
 DD1963.Superseded values are not recommended for survey control.
 DD1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1963.See file dsdata.txt to determine how the superseded data were derived.
 DD1963
 DD1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS530925(NAD 83)
 DD1963_MARKER: DJ = TIDAL STATION DISK
 DD1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1963_SP_SET: CONCRETE POST
 DD1963_STAMPING: 2237 D 1982
 DD1963_MARK LOGO: NOS   
 DD1963_PROJECTION: FLUSH
 DD1963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1963+STABILITY: SURFACE MOTION
 DD1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1963+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1992
 DD1963
 DD1963  HISTORY     - Date     Condition        Report By
 DD1963  HISTORY     - 1982     MONUMENTED       NOS
 DD1963  HISTORY     - 1987     GOOD             SCGS
 DD1963  HISTORY     - 1989     GOOD             USPSQD
 DD1963  HISTORY     - 19920816 GOOD             NGS
 DD1963
 DD1963                          STATION DESCRIPTION
 DD1963
 DD1963'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1963'6.4 KM (4.0 MI) WEST FROM GEORGETOWN.
 DD1963'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1963'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1963'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1963'STREET) IN GEORGETOWN, THENCE 6.7 KM (4.15 MI) WESTERLY ALONG STATE
 DD1963'ROAD 42 TO A SAND ROAD RIGHT, 0.3 KM (0.2 MI) EAST OF THE SAINT
 DD1963'MICHAEL A.M.E. CHRUCH, THENCE 3.15 KM (1.95 MI) NORTHEASTERLY ALONG
 DD1963'THE SAND ROAD, SET NEAR A TELEPHONE JUNCTION BOX AT THE END OF THE
 DD1963'ROAD AND A DRIVEWAY LEADING EAST-NORTHEAST, 7.5 METERS (24.6 FT)
 DD1963'EAST-NORTHEAST OF THE CENTER OF THE ROAD, 11.2 METERS (36.7 FT)
 DD1963'SOUTH-SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 1.76 METERS (5.8 FT)
 DD1963'EAST-SOUTHEAST OF THE TELEPHONE JUNCTION BOX, 4.6 METERS (15.1 FT)
 DD1963'SOUTHEAST OF A 48-INCH LIVE OAK TREE IN THE SOUTHEAST ANGLE OF THE
 DD1963'DRIVEWAY.
 DD1963'THE MARK IS 0.85 METERS  W FROM  A WITNESS POST
 DD1963
 DD1963                          STATION RECOVERY (1989)
 DD1963
 DD1963'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1963'RECOVERED IN GOOD CONDITION.
 DD1963
 DD1963                          STATION RECOVERY (1992)
 DD1963
 DD1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1963'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 70 (FRASER
 DD1963'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET)
 DD1963'IN GEORGETOWN, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG STATE HIGHWAY
 DD1963'S2249, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG MOURESINA ROAD, 11.2 M
 DD1963'(36.7 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 7.5 M (24.6 FT)
 DD1963'NORTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 5.5 M (18.0 FT)
 DD1963'NORTHWEST OF A 36-INCH OAK TREE, 4.6 M (15.1 FT) SOUTHEAST OF A
 DD1963'48-INCH OAK TREE, 1.8 M (5.9 FT) EAST-SOUTHEAST OF UNDERGROUND CABLE
 DD1963'JUNCTION BOX NUMBER 52, 0.8 M (2.6 FT) WEST-SOUTHWEST OF A WITNESS
 DD1963'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1962 ***********************************************************************
 DD1962  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1962  DESIGNATION -  866 2237 E TIDAL
 DD1962  PID         -  DD1962
 DD1962  STATE/COUNTY-  SC/GEORGETOWN
 DD1962  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD1962
 DD1962                         *CURRENT SURVEY CONTROL
 DD1962  ___________________________________________________________________
 DD1962* NAD 83(1986)-  33 21 37.     (N)    079 21 17.     (W)     SCALED    
 DD1962* NAVD 88     -         3.634  (meters)      11.92   (feet)  ADJUSTED  
 DD1962  ___________________________________________________________________
 DD1962  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DD1962  DYNAMIC HT  -           3.630 (meters)      11.91  (feet)  COMP
 DD1962  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DD1962
 DD1962  VERT ORDER  -  FIRST     CLASS II
 DD1962
 DD1962.The horizontal coordinates were scaled from a topographic map and have
 DD1962.an estimated accuracy of +/- 6 seconds.
 DD1962
 DD1962.The orthometric height was determined by differential leveling
 DD1962.and adjusted by the National Geodetic Survey in June 1991..
 DD1962
 DD1962.This Tidal Bench Mark is designated as VM 3923
 DD1962.by the Center for Operational Oceanographic Products and Services.
 DD1962
 DD1962.The geoid height was determined by GEOID03.
 DD1962
 DD1962.The dynamic height is computed by dividing the NAVD 88
 DD1962.geopotential number by the normal gravity value computed on the
 DD1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1962.degrees latitude (g = 980.6199 gals.).
 DD1962
 DD1962.The modeled gravity was interpolated from observed gravity values.
 DD1962
 DD1962;                    North         East    Units  Estimated Accuracy
 DD1962;SPC SC       -   170,550.      762,690.      MT  (+/- 180 meters Scaled)
 DD1962
 DD1962                          SUPERSEDED SURVEY CONTROL
 DD1962
 DD1962  NGVD 29 (03/21/89)    3.938  (m)           12.92   (f) ADJUSTED    1 2
 DD1962
 DD1962.Superseded values are not recommended for survey control.
 DD1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1962.See file dsdata.txt to determine how the superseded data were derived.
 DD1962
 DD1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS530924(NAD 83)
 DD1962_MARKER: DJ = TIDAL STATION DISK
 DD1962_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD1962_SP_SET: GALVANIZED STEEL ROD
 DD1962_STAMPING: 2237 E 1982
 DD1962_MARK LOGO: NOS   
 DD1962_PROJECTION: PROJECTING 5 CENTIMETERS
 DD1962_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1962+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1992
 DD1962_ROD/PIPE-DEPTH: 7.32 meters
 DD1962
 DD1962  HISTORY     - Date     Condition        Report By
 DD1962  HISTORY     - 1982     MONUMENTED       NOS
 DD1962  HISTORY     - 1987     GOOD             SCGS
 DD1962  HISTORY     - 1989     GOOD             USPSQD
 DD1962  HISTORY     - 19920816 GOOD             NGS
 DD1962
 DD1962                          STATION DESCRIPTION
 DD1962
 DD1962'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD1962'6.4 KM (4.0 MI) WSW FROM GEORGETOWN.
 DD1962'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD1962'4.45 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD1962'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD1962'STREET) IN GEORGETOWN, THENCE 6.7 KM (4.15 MI) WESTERLY ALONG STATE
 DD1962'ROAD 42 TO A SAND ROAD RIGHT, 0.3 KM (0.2 MI) EAST OF THE SAINT
 DD1962'MICHAEL A.M.E. CHURCH, THENCE 3.0 KM (1.85 MI) NORTHEASTERLY ALONG
 DD1962'THE SAND ROAD, SET NEAR A TELEPHONE JUNCTION BOX AT A GRASSY ROAD
 DD1962'LEADING EAST-NORTHEAST, 6.5 METERS (21.3 FT) SOUTH OF THE EXTENDED
 DD1962'CENTER OF THE GRASSY ROAD, 7.7 METERS (25.3 FT) WEST-SOUTHWEST OF THE
 DD1962'CENTER OF THE ROAD, 10.6 METERS (34.8 FT) NORTH-NORTHWEST OF A
 DD1962'23-INCH LIVE OAK TREE ON THE INSIDE OF A CURVE IN THE ROAD, 2.0
 DD1962'METERS (6.6 FT) SOUTH-SOUTHWEST OF THE JUNCTION BOX NUMBER 49, 4.26
 DD1962'METERS (14.0 FT) WEST-SOUTHWEST OF THE WEST END OF A PIPE CULVERT.
 DD1962'THE MARK IS 1.14 METERS  E FROM  A WITNESS POST
 DD1962
 DD1962                          STATION RECOVERY (1989)
 DD1962
 DD1962'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD1962'RECOVERED IN GOOD CONDITION.
 DD1962
 DD1962                          STATION RECOVERY (1992)
 DD1962
 DD1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1962'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 70 (FRASER
 DD1962'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET)
 DD1962'IN GEORGETOWN, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG STATE HIGHWAY
 DD1962'S2249, THENCE 3.0 KM (1.85 MI) NORTHERLY ALONG MOURESINA ROAD, 10.6 M
 DD1962'(34.8 FT) NORTH OF A 36-INCH OAK TREE, 7.7 M (25.3 FT) WEST OF AND
 DD1962'LEVEL WITH THE ROAD CENTER, 6.6 M (21.7 FT) SOUTHWEST OF UNDERGROUND
 DD1962'CABLE JUNCTION BOX NUMBER 49, 4.3 M (14.1 FT) WEST OF THE WEST END OF
 DD1962'A PIPE CULVERT, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST.
 DD1962'NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.04 M
 DD1962'(0.13 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1345 ***********************************************************************
 DD1345  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1345  DESIGNATION -  866 2245 A TIDAL
 DD1345  PID         -  DD1345
 DD1345  STATE/COUNTY-  SC/GEORGETOWN
 DD1345  USGS QUAD   -  NORTH ISLAND (1973)
 DD1345
 DD1345                         *CURRENT SURVEY CONTROL
 DD1345  ___________________________________________________________________
 DD1345* NAD 83(1986)-  33 20 58.     (N)    079 11 24.     (W)     SCALED    
 DD1345* NAVD 88     -         0.920  (meters)       3.02   (feet)  ADJUSTED  
 DD1345  ___________________________________________________________________
 DD1345  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DD1345  DYNAMIC HT  -           0.920 (meters)       3.02  (feet)  COMP
 DD1345  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DD1345
 DD1345  VERT ORDER  -  FIRST     CLASS II
 DD1345
 DD1345.The horizontal coordinates were scaled from a topographic map and have
 DD1345.an estimated accuracy of +/- 6 seconds.
 DD1345
 DD1345.The orthometric height was determined by differential leveling
 DD1345.and adjusted by the National Geodetic Survey in June 1991..
 DD1345
 DD1345.This Tidal Bench Mark is designated as VM 16408
 DD1345.by the Center for Operational Oceanographic Products and Services.
 DD1345
 DD1345.The geoid height was determined by GEOID03.
 DD1345
 DD1345.The dynamic height is computed by dividing the NAVD 88
 DD1345.geopotential number by the normal gravity value computed on the
 DD1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1345.degrees latitude (g = 980.6199 gals.).
 DD1345
 DD1345.The modeled gravity was interpolated from observed gravity values.
 DD1345
 DD1345;                    North         East    Units  Estimated Accuracy
 DD1345;SPC SC       -   169,610.      778,040.      MT  (+/- 180 meters Scaled)
 DD1345
 DD1345                          SUPERSEDED SURVEY CONTROL
 DD1345
 DD1345  NGVD 29 (03/21/89)    1.227  (m)            4.03   (f) ADJUSTED    1 2
 DD1345
 DD1345.Superseded values are not recommended for survey control.
 DD1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1345.See file dsdata.txt to determine how the superseded data were derived.
 DD1345
 DD1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS684914(NAD 83)
 DD1345_MARKER: DJ = TIDAL STATION DISK
 DD1345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1345_SP_SET: STAINLESS STEEL ROD
 DD1345_STAMPING: 2245 A 1982
 DD1345_MARK LOGO: NOS   
 DD1345_PROJECTION: FLUSH
 DD1345_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1345+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2001
 DD1345_ROD/PIPE-DEPTH: 11.3 meters
 DD1345
 DD1345  HISTORY     - Date     Condition        Report By
 DD1345  HISTORY     - 1982     MONUMENTED       NOS
 DD1345  HISTORY     - 1986     GOOD             SCGS
 DD1345  HISTORY     - 19920817 GOOD             NGS
 DD1345  HISTORY     - 20000211 GOOD             SCGS
 DD1345  HISTORY     - 20010510 GOOD             NOS
 DD1345
 DD1345                          STATION DESCRIPTION
 DD1345
 DD1345'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1345'9.6 KM (6.0 MI) ESE FROM GEORGETOWN.
 DD1345'THE MARK IS 0.30 M BELOW SAND ROAD.
 DD1345'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1345'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1345'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1345'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 DD1345'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1345'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE
 DD1345'0.55 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD TO A THREE WAY JUNCTION,
 DD1345'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A SAND ROAD TO A Y-JUNCTION,
 DD1345'THENCE 2.9 KM (1.8 MI) SOUTHEAST ALONG A SAND ROAD TO THE ENTRANCE TO
 DD1345'A MARINE LAB, THENCE 0.55 KM (0.35 MI) EASTERLY ALONG THE ENTRANCE
 DD1345'ROAD, SET NEAR A POWER POLE NUMBER 0656 WITH TWO TRANSFORMERS AT THE
 DD1345'END OF THE ROAD, 0.3 KM (0.2 MI) EAST SOUTHEAST OF A MAINTENANCE SHOP,
 DD1345'24.18 METERS (79.33 FT) SOUTHEAST OF A LONE 13 INCH PINE TREE AT THE
 DD1345'EDGE OF THE MARSH, 17.65 METERS (57.91 FT) EAST NORTHEAST OF A 21 INCH
 DD1345'CEDAR TREE, 13.8 METERS (45.28 FT) NORTH NORTHWEST OF THE END OF A
 DD1345'WOODEN DOCK, 10.75 METERS (35.27 FT) NORTHEAST OF THE CENTER OF A
 DD1345'CONCRETE BOAT RAMP, 0.57 METER (1.87 FT) WEST OF THE POWER POLE.
 DD1345'THE MARK IS 0.48 METERS  ESE FROM A WITNESS POST.
 DD1345
 DD1345                          STATION RECOVERY (1992)
 DD1345
 DD1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1345'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1345'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD1345'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD1345'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 3.6 KM (2.25 MI)
 DD1345'EASTERLY ALONG MARSH ROAD, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY
 DD1345'ALONG A SAND ROAD, 10.6 M (34.8 FT) NORTHEAST OF THE ROAD CENTER AND
 DD1345'THE CENTER OF A BOAT RAMP, 2.7 M (8.9 FT) NORTHEAST OF THE CENTER OF
 DD1345'A WALKWAY LEADING TO A DOCK, 0.5 M (1.6 FT) SOUTH-SOUTHEAST OF
 DD1345'UTILITY POLE NUMBER 0656, 0.5 M (1.6 FT) EAST-SOUTHEAST OF A WITNESS
 DD1345'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--THE DISK
 DD1345'IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW
 DD1345'THE GROUND SURFACE.
 DD1345
 DD1345                          STATION RECOVERY (2000)
 DD1345
 DD1345'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DD1345'STATION IS LOCATED 6.15 MILES (9.90 KM) EAST OF GEORGETOWN.
 DD1345'OWNERSHIP--BELLE W.  BARUCH INSTITUTE FOR MARINE BIOLOGY AND COASTAL
 DD1345'RESEARCH, P.O.  BOX 1630, GEORGETOWN, SC 29442, PHONE 843-546-3623. TO
 DD1345'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 17 (CHURCH
 DD1345'STREET) AND 701 (FRASER STREET) IN GEORGETOWN, GO EAST ON HIGHWAY 17
 DD1345'FOR 3.7 MILES (6.0 KM) TO THE ENTRANCE TO BELLE W.  BARUCH INSTITUTE,
 DD1345'TURN RIGHT ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM) TO AN ELECTRIC
 DD1345'GATE, CONTINUE AHEAD THROUGH GATE FOR 0.3 MILE (0.5 KM) TO A SAND ROAD
 DD1345'LEFT (LEADING TO THE LAB) AND A FORKED SAND ROAD AHEAD, TURN LEFT ON
 DD1345'THE SAND ROAD FOR 2.25 MILES (3.62 KM) TO A GRAVEL PARKING LOT ON THE
 DD1345'LEFT FOR THE LAB, TURN LEFT THROUGH THE PARKING LOT FOR 0.05 MILE
 DD1345'(0.08 KM) TO A T-SAND ROAD JUNCTION (RIGHT LEADING TO THE LAB AND LEFT
 DD1345'LEADING TO THE MAINTENANCE SHED) , TURN LEFT ON THE SAND ROAD FOR 0.1
 DD1345'MILE (0.2 KM) TO THE MAINTENANCE SHED, CONTINUE ON CAUSEWAY LEADING TO
 DD1345'A BOAT LANDING FOR 0.15 MILE (0.24 KM) TO THE END OF THE ROAD AND THE
 DD1345'STATION NEAR A POWER POLE AT A WOODEN DOCK AT CRAB HAUL CREEK.
 DD1345'STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD SURROUNDED BY A
 DD1345'PVC PIPE WITH A MASS OF CONCRETE PROJECTING 0.3 FOOT, (9.1 CM) 1.7
 DD1345'FEET (0.5 M) SOUTH SOUTHEAST OF THE POWER POLE NUMBER 0656 WITH THREE
 DD1345'TRANSFORMERS, 14.6 FEET (4.5 M) NORTH OF A POWER POLE NUMBER 70915
 DD1345'WITH A SECURITY LIGHT, 26.6 FEET (8.1 M) EAST NORTHEAST OF THE NORTH
 DD1345'CORNER OF A CONCRETE BOAT LANDING, 1.5 FEET (0.5 M) EAST SOUTHEAST OF
 DD1345'A WITNESS POST.
 DD1345
 DD1345                          STATION RECOVERY (2001)
 DD1345
 DD1345'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DD1345'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1344 ***********************************************************************
 DD1344  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1344  DESIGNATION -  866 2245 B TIDAL
 DD1344  PID         -  DD1344
 DD1344  STATE/COUNTY-  SC/GEORGETOWN
 DD1344  USGS QUAD   -  NORTH ISLAND (1973)
 DD1344
 DD1344                         *CURRENT SURVEY CONTROL
 DD1344  ___________________________________________________________________
 DD1344* NAD 83(1986)-  33 21 01.     (N)    079 11 29.     (W)     SCALED    
 DD1344* NAVD 88     -         1.504  (meters)       4.93   (feet)  ADJUSTED  
 DD1344  ___________________________________________________________________
 DD1344  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DD1344  DYNAMIC HT  -           1.503 (meters)       4.93  (feet)  COMP
 DD1344  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 DD1344
 DD1344  VERT ORDER  -  FIRST     CLASS II
 DD1344
 DD1344.The horizontal coordinates were scaled from a topographic map and have
 DD1344.an estimated accuracy of +/- 6 seconds.
 DD1344
 DD1344.The orthometric height was determined by differential leveling
 DD1344.and adjusted by the National Geodetic Survey in June 1991..
 DD1344
 DD1344.This Tidal Bench Mark is designated as VM 16409
 DD1344.by the Center for Operational Oceanographic Products and Services.
 DD1344
 DD1344.The geoid height was determined by GEOID03.
 DD1344
 DD1344.The dynamic height is computed by dividing the NAVD 88
 DD1344.geopotential number by the normal gravity value computed on the
 DD1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1344.degrees latitude (g = 980.6199 gals.).
 DD1344
 DD1344.The modeled gravity was interpolated from observed gravity values.
 DD1344
 DD1344;                    North         East    Units  Estimated Accuracy
 DD1344;SPC SC       -   169,700.      777,910.      MT  (+/- 180 meters Scaled)
 DD1344
 DD1344                          SUPERSEDED SURVEY CONTROL
 DD1344
 DD1344  NGVD 29 (03/21/89)    1.810  (m)            5.94   (f) ADJUSTED    1 2
 DD1344
 DD1344.Superseded values are not recommended for survey control.
 DD1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1344.See file dsdata.txt to determine how the superseded data were derived.
 DD1344
 DD1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS682915(NAD 83)
 DD1344_MARKER: DJ = TIDAL STATION DISK
 DD1344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1344_SP_SET: STAINLESS STEEL ROD
 DD1344_STAMPING: 2245 B 1982
 DD1344_MARK LOGO: NOS   
 DD1344_PROJECTION: FLUSH
 DD1344_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1344+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2001
 DD1344_ROD/PIPE-DEPTH: 13.4 meters
 DD1344
 DD1344  HISTORY     - Date     Condition        Report By
 DD1344  HISTORY     - 1982     MONUMENTED       NOS
 DD1344  HISTORY     - 1986     GOOD             SCGS
 DD1344  HISTORY     - 19920817 GOOD             NGS
 DD1344  HISTORY     - 20000211 GOOD             SCGS
 DD1344  HISTORY     - 20010510 GOOD             NOS
 DD1344
 DD1344                          STATION DESCRIPTION
 DD1344
 DD1344'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1344'9.5 KM (5.9 MI) ESE FROM GEORGETOWN.
 DD1344'THE MARK IS 0.7 M BELOW SAND ROAD.
 DD1344'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1344'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1344'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1344'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 DD1344'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1344'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE
 DD1344'0.55 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD TO A THREE WAY JUNCTION,
 DD1344'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A SAND ROAD TO A Y-JUNCTION,
 DD1344'THENCE 2.9 KM (1.8 MI) SOUTHEAST ALONG A SAND ROAD TO THE ENTRANCE TO
 DD1344'A MARINE LAB, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE ENTRANCE
 DD1344'ROAD, SET ACROSS THE ROAD FROM A POWER POLE AND AN ELECTRICAL BOX,
 DD1344'0.2 KM (0.1 MI) EAST SOUTHEAST OF A MAINTENANCE SHOP, 7.7 METERS
 DD1344'(25.26 FT) SOUTH SOUTHWEST OF POWER POLE NUMBER 0657, 5.0 METERS (16.4
 DD1344'FT) NORTH NORTHEAST OF THE EDGE OF THE MARSH, 4.5 METERS (14.76 FT)
 DD1344'SOUTH SOUTHWEST OF THE CENTER OF THE SAND ROAD, 17.5 METERS (57.41 FT)
 DD1344'WEST OF AN 8 INCH PINE TREE.
 DD1344'THE MARK IS 0.27 METERS  NW FROM A WITNESS POST.
 DD1344
 DD1344                          STATION RECOVERY (1992)
 DD1344
 DD1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1344'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1344'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD1344'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD1344'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 3.6 KM (2.25 MI)
 DD1344'EASTERLY ALONG MARSH ROAD, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY
 DD1344'ALONG A SAND ROAD, 45.1 M (148.0 FT) WEST-NORTHWEST OF UTILITY POLE
 DD1344'NUMBER 50908, 28.9 M (94.8 FT) SOUTHEAST OF UTILITY POLE NUMBER 0657,
 DD1344'4.1 M (13.5 FT) SOUTH-SOUTHWEST OF THE ROAD CENTER, 0.9 M (3.0 FT)
 DD1344'BELOW THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) NORTHWEST OF A
 DD1344'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 DD1344'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 DD1344
 DD1344                          STATION RECOVERY (2000)
 DD1344
 DD1344'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DD1344'STATION IS LOCATED 6.15 MILES (9.90 KM) EAST OF GEORGETOWN.
 DD1344'OWNERSHIP--BELLE W.  BARUCH INSTITUTE FOR MARINE BIOLOGY AND COASTAL
 DD1344'RESEARCH, P.O.  BOX 1630, GEORGETOWN, SC 29442, PHONE 843-546-3623. TO
 DD1344'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 17 (CHURCH
 DD1344'STREET) AND 701 (FRASER STREET) IN GEORGETOWN, GO EAST ON HIGHWAY 17
 DD1344'FOR 3.7 MILES (6.0 KM) TO THE ENTRANCE TO BELLE W.  BARUCH INSTITUTE,
 DD1344'TURN RIGHT ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM) TO AN ELECTRIC
 DD1344'GATE, CONTINUE AHEAD THROUGH GATE FOR 0.3 MILE (0.5 KM) TO A SAND ROAD
 DD1344'LEFT (LEADING TO THE LAB) AND A FORKED SAND ROAD AHEAD, TURN LEFT ON
 DD1344'THE SAND ROAD FOR 2.25 MILES (3.62 KM) TO A GRAVEL PARKING LOT ON THE
 DD1344'LEFT FOR THE LAB, TURN LEFT THROUGH THE PARKING LOT FOR 0.05 MILE
 DD1344'(0.08 KM) TO A T-SAND ROAD JUNCTION (RIGHT LEADING TO THE LAB AND LEFT
 DD1344'LEADING TO THE MAINTENANCE SHED) , TURN LEFT ON THE SAND ROAD FOR 0.1
 DD1344'MILE (0.2 KM) TO THE MAINTENANCE SHED, CONTINUE ON CAUSEWAY LEADING TO
 DD1344'A BOAT LANDING FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT BELOW
 DD1344'THE ROAD SHOULDER.  STATION IS A DISK ATTACHED TO A STAINLESS STEEL
 DD1344'ROD SURROUNDED BY A PVC PIPE WITH A MASS OF CONCRETE FLUSH WITH THE
 DD1344'GROUND AND 2.5 FEET (0.8 M) BELOW THE ROAD, 96.1 FEET (29.3 M)
 DD1344'SOUTHEAST OF A POWER POLE NUMBER 0657, 15.0 FEET (4.6 M) SOUTH
 DD1344'SOUTHWEST OF THE CENTER OF THE ROAD, 148.8 FEET (45.4 M) WEST OF A
 DD1344'POWER POLE NUMBER 50908, 0.8 FOOT (24.4 CM) NORTH OF A METAL POST.
 DD1344
 DD1344                          STATION RECOVERY (2001)
 DD1344
 DD1344'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DD1344'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1343 ***********************************************************************
 DD1343  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1343  DESIGNATION -  866 2245 C TIDAL
 DD1343  PID         -  DD1343
 DD1343  STATE/COUNTY-  SC/GEORGETOWN
 DD1343  USGS QUAD   -  NORTH ISLAND (1973)
 DD1343
 DD1343                         *CURRENT SURVEY CONTROL
 DD1343  ___________________________________________________________________
 DD1343* NAD 83(1986)-  33 21 04.     (N)    079 11 35.     (W)     SCALED    
 DD1343* NAVD 88     -         1.728  (meters)       5.67   (feet)  ADJUSTED  
 DD1343  ___________________________________________________________________
 DD1343  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DD1343  DYNAMIC HT  -           1.726 (meters)       5.66  (feet)  COMP
 DD1343  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DD1343
 DD1343  VERT ORDER  -  FIRST     CLASS II
 DD1343
 DD1343.The horizontal coordinates were scaled from a topographic map and have
 DD1343.an estimated accuracy of +/- 6 seconds.
 DD1343
 DD1343.The orthometric height was determined by differential leveling
 DD1343.and adjusted by the National Geodetic Survey in January 2001..
 DD1343
 DD1343.This Tidal Bench Mark is designated as VM 16410
 DD1343.by the Center for Operational Oceanographic Products and Services.
 DD1343
 DD1343.The geoid height was determined by GEOID03.
 DD1343
 DD1343.The dynamic height is computed by dividing the NAVD 88
 DD1343.geopotential number by the normal gravity value computed on the
 DD1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1343.degrees latitude (g = 980.6199 gals.).
 DD1343
 DD1343.The modeled gravity was interpolated from observed gravity values.
 DD1343
 DD1343;                    North         East    Units  Estimated Accuracy
 DD1343;SPC SC       -   169,790.      777,750.      MT  (+/- 180 meters Scaled)
 DD1343
 DD1343                          SUPERSEDED SURVEY CONTROL
 DD1343
 DD1343  NAVD 88 (06/15/91)    1.730  (m)            5.68   (f) UNKNOWN     1 2
 DD1343  NGVD 29 (03/21/89)    2.036  (m)            6.68   (f) ADJUSTED    1 2
 DD1343
 DD1343.Superseded values are not recommended for survey control.
 DD1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1343.See file dsdata.txt to determine how the superseded data were derived.
 DD1343
 DD1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS681916(NAD 83)
 DD1343_MARKER: DJ = TIDAL STATION DISK
 DD1343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1343_SP_SET: STAINLESS STEEL ROD
 DD1343_STAMPING: 2245 C 1982
 DD1343_MARK LOGO: NOS   
 DD1343_PROJECTION: FLUSH
 DD1343_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1343+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2001
 DD1343_ROD/PIPE-DEPTH: 11.0 meters
 DD1343
 DD1343  HISTORY     - Date     Condition        Report By
 DD1343  HISTORY     - 1982     MONUMENTED       NOS
 DD1343  HISTORY     - 1986     GOOD             SCGS
 DD1343  HISTORY     - 19920817 GOOD             NGS
 DD1343  HISTORY     - 20000211 GOOD             SCGS
 DD1343  HISTORY     - 20010510 GOOD             NOS
 DD1343
 DD1343                          STATION DESCRIPTION
 DD1343
 DD1343'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1343'9.3 KM (5.8 MI) ESE FROM GEORGETOWN.
 DD1343'THE MARK IS 0.60 M BELOW SAND ROAD.
 DD1343'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1343'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1343'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1343'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 DD1343'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1343'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE
 DD1343'0.55 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD TO A THREE WAY JUNCTION,
 DD1343'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A SAND ROAD TO A Y-JUNCTION,
 DD1343'THENCE 2.9 KM (1.8 MI) SOUTHEAST ALONG A SAND ROAD TO THE ENTRANCE TO
 DD1343'A MARINE LAB, THENCE 0.3 KM (0.2 MI) EASTERLY ALONG THE ENTRANCE ROAD,
 DD1343'SET NEAR A POWER POLE, 0.1 KM (0.05 MI) EAST SOUTHEAST OF A
 DD1343'MAINTENANCE SHOP, 0.5 METER (1.64 FT) NORTH NORTHEAST OF THE POWER
 DD1343'POLE NUMBER 0655, 4.0 METERS (13.12 FT) NORTH NORTHEAST OF THE CENTER
 DD1343'OF THE SAND ROAD, 15.0 METERS (49.21 FT) NORTHWEST OF A 13 INCH PINE
 DD1343'TREE, 3.0 METERS (9.84 FT) SOUTH SOUTHWEST OF THE EDGE OF THE MARSH.
 DD1343'THE MARK IS 1.50 METERS  E FROM A WITNESS POST.
 DD1343
 DD1343                          STATION RECOVERY (1992)
 DD1343
 DD1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1343'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1343'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD1343'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD1343'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 3.6 KM (2.25 MI)
 DD1343'EASTERLY ALONG MARSH ROAD, THENCE 0.3 KM (0.20 MI) NORTHEASTERLY
 DD1343'ALONG A SAND ROAD, 4.0 M (13.1 FT) NORTHWEST OF THE ROAD CENTER, 1.5
 DD1343'M (4.9 FT) EAST OF A WITNESS POST, 0.8 M (2.6 FT) NORTHWEST OF
 DD1343'UTILITY POLE NUMBER 0655, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DD1343'ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED
 DD1343'0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 DD1343
 DD1343                          STATION RECOVERY (2000)
 DD1343
 DD1343'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DD1343'STATION IS LOCATED 6.15 MILES (9.90 KM) EAST OF GEORGETOWN.
 DD1343'OWNERSHIP--BELLE W.  BARUCH INSTITUTE FOR MARINE BIOLOGY AND COASTAL
 DD1343'RESEARCH, P.O.  BOX 1630, GEORGETOWN, SC 29442, PHONE 843-546-3623. TO
 DD1343'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 17 (CHURCH
 DD1343'STREET) AND 701 (FRASER STREET) IN GEORGETOWN, GO EAST ON HIGHWAY 17
 DD1343'FOR 3.7 MILES (6.0 KM) TO THE ENTRANCE TO BELLE W.  BARUCH INSTITUTE,
 DD1343'TURN RIGHT ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM) TO AN ELECTRIC
 DD1343'GATE, CONTINUE AHEAD THROUGH GATE FOR 0.3 MILE (0.5 KM) TO A SAND ROAD
 DD1343'LEFT (LEADING TO THE LAB) AND A FORKED SAND ROAD AHEAD, TURN LEFT ON
 DD1343'THE SAND ROAD FOR 2.25 MILES (3.62 KM) TO A GRAVEL PARKING LOT ON THE
 DD1343'LEFT FOR THE LAB, TURN LEFT THROUGH THE PARKING LOT FOR 0.05 MILE
 DD1343'(0.08 KM) TO A T-SAND ROAD JUNCTION (RIGHT LEADING TO THE LAB AND LEFT
 DD1343'LEADING TO THE MAINTENANCE SHED) , TURN LEFT ON THE SAND ROAD FOR 0.1
 DD1343'MILE (0.2 KM) TO THE MAINTENANCE SHED, CONTINUE ON CAUSEWAY LEADING TO
 DD1343'A BOAT LANDING FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR
 DD1343'A POWER POLE.  STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD
 DD1343'SURROUNDED BY A PVC PIPE WITH A MASS OF CONCRETE FLUSH WITH THE GROUND
 DD1343'AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 3.1 FEET (0.9 M) NORTHWEST OF
 DD1343'THE POWER POLE WITH GUY WIRE, 11.0 FEET (3.4 M) NORTH NORTHEAST OF THE
 DD1343'CENTER OF THE ROAD, 5.0 FEET (1.5 M) EAST OF A WITNESS POST.
 DD1343
 DD1343                          STATION RECOVERY (2001)
 DD1343
 DD1343'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DD1343'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4668 ***********************************************************************
 DD4668  TIDAL BM    -  This is a Tidal Bench Mark.
 DD4668  DESIGNATION -  866 2245 D TIDAL
 DD4668  PID         -  DD4668
 DD4668  STATE/COUNTY-  SC/GEORGETOWN
 DD4668  USGS QUAD   -  NORTH ISLAND (1973)
 DD4668
 DD4668                         *CURRENT SURVEY CONTROL
 DD4668  ___________________________________________________________________
 DD4668* NAD 83(1986)-  33 21 03.     (N)    079 11 42.     (W)     SCALED    
 DD4668* NAVD 88     -         1.082  (meters)       3.55   (feet)  ADJUSTED  
 DD4668  ___________________________________________________________________
 DD4668  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DD4668  DYNAMIC HT  -           1.081 (meters)       3.55  (feet)  COMP
 DD4668  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 DD4668
 DD4668  VERT ORDER  -  FIRST     CLASS II
 DD4668
 DD4668.The horizontal coordinates were scaled from a topographic map and have
 DD4668.an estimated accuracy of +/- 6 seconds.
 DD4668
 DD4668.The orthometric height was determined by differential leveling
 DD4668.and adjusted by the National Geodetic Survey in January 2001..
 DD4668
 DD4668.This Tidal Bench Mark is designated as VM 16411
 DD4668.by the Center for Operational Oceanographic Products and Services.
 DD4668
 DD4668.The geoid height was determined by GEOID03.
 DD4668
 DD4668.The dynamic height is computed by dividing the NAVD 88
 DD4668.geopotential number by the normal gravity value computed on the
 DD4668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4668.degrees latitude (g = 980.6199 gals.).
 DD4668
 DD4668.The modeled gravity was interpolated from observed gravity values.
 DD4668
 DD4668;                    North         East    Units  Estimated Accuracy
 DD4668;SPC SC       -   169,750.      777,570.      MT  (+/- 180 meters Scaled)
 DD4668
 DD4668                          SUPERSEDED SURVEY CONTROL
 DD4668
 DD4668.No superseded survey control is available for this station.
 DD4668
 DD4668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS679916(NAD 83)
 DD4668_MARKER: DJ = TIDAL STATION DISK
 DD4668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4668_SP_SET: CONCRETE POST
 DD4668_STAMPING: 2245 D 1982
 DD4668_MARK LOGO: NOS   
 DD4668_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4668+STABILITY: SURFACE MOTION
 DD4668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD4668+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2001
 DD4668
 DD4668  HISTORY     - Date     Condition        Report By
 DD4668  HISTORY     - 1982     MONUMENTED       NOS
 DD4668  HISTORY     - 19920817 GOOD             NGS
 DD4668  HISTORY     - 20000211 GOOD             SCGS
 DD4668  HISTORY     - 20010510 GOOD             NOS
 DD4668
 DD4668                          STATION DESCRIPTION
 DD4668
 DD4668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DD4668'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD4668'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD4668'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD4668'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 3.6 KM (2.25 MI)
 DD4668'EASTERLY ALONG MARSH ROAD, THENCE 0.2 KM (0.10 MI) NORTHEASTERLY
 DD4668'ALONG A SAND ROAD, 27.1 M (88.9 FT) NORTHWEST OF AND LEVEL WITH THE
 DD4668'ROAD CENTER, 7.2 M (23.6 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DD4668'MAINTENANCE SHOP, 0.5 M (1.6 FT) EAST OF THE NORTHEAST CORNER OF THE
 DD4668'SHOP, 0.2 M (0.7 FT) SOUTH-SOUTHWEST OF A WITNESS POST, AND THE
 DD4668'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 DD4668
 DD4668                          STATION RECOVERY (2000)
 DD4668
 DD4668'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DD4668'STATION IS LOCATED 6.15 MILES (9.90 KM) EAST OF GEORGETOWN.
 DD4668'OWNERSHIP--BELLE W.  BARUCH INSTITUTE FOR MARINE BIOLOGY AND COASTAL
 DD4668'RESEARCH, P.O.  BOX 1630, GEORGETOWN, SC 29442, PHONE 843-546-3623. TO
 DD4668'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 17 (CHURCH
 DD4668'STREET) AND 701 (FRASER STREET) IN GEORGETOWN, GO EAST ON HIGHWAY 17
 DD4668'FOR 3.7 MILES (6.0 KM) TO THE ENTRANCE TO BELLE W.  BARUCH INSTITUTE,
 DD4668'TURN RIGHT ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM) TO AN ELECTRIC
 DD4668'GATE, CONTINUE AHEAD THROUGH GATE FOR 0.3 MILE (0.5 KM) TO A SAND ROAD
 DD4668'LEFT (LEADING TO THE LAB) AND A FORKED SAND ROAD AHEAD, TURN LEFT ON
 DD4668'THE SAND ROAD FOR 2.25 MILES (3.62 KM) TO A GRAVEL PARKING LOT ON THE
 DD4668'LEFT FOR THE LAB, TURN LEFT THROUGH THE PARKING LOT FOR 0.05 MILE
 DD4668'(0.08 KM) TO A T-SAND ROAD JUNCTION (RIGHT LEADING TO THE LAB AND LEFT
 DD4668'LEADING TO THE MAINTENANCE SHED) , TURN LEFT ON THE SAND ROAD FOR 0.1
 DD4668'MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR THE EAST CORNER OF THE
 DD4668'MAINTENANCE SHED.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1
 DD4668'CM) AND LEVEL WITH THE ROAD, 1.9 FEET (0.6 M) EAST OF THE EAST CORNER
 DD4668'OF THE SHED, 74.0 FEET (22.6 M) NORTH OF THE CENTER OF THE ROAD.
 DD4668
 DD4668                          STATION RECOVERY (2001)
 DD4668
 DD4668'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DD4668'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD4667 ***********************************************************************
 DD4667  TIDAL BM    -  This is a Tidal Bench Mark.
 DD4667  DESIGNATION -  866 2245 E TIDAL
 DD4667  PID         -  DD4667
 DD4667  STATE/COUNTY-  SC/GEORGETOWN
 DD4667  USGS QUAD   -  NORTH ISLAND (1973)
 DD4667
 DD4667                         *CURRENT SURVEY CONTROL
 DD4667  ___________________________________________________________________
 DD4667* NAD 83(1986)-  33 21 02.     (N)    079 11 43.     (W)     SCALED    
 DD4667* NAVD 88     -         1.409  (meters)       4.62   (feet)  ADJUSTED  
 DD4667  ___________________________________________________________________
 DD4667  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DD4667  DYNAMIC HT  -           1.407 (meters)       4.62  (feet)  COMP
 DD4667  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 DD4667
 DD4667  VERT ORDER  -  FIRST     CLASS II
 DD4667
 DD4667.The horizontal coordinates were scaled from a topographic map and have
 DD4667.an estimated accuracy of +/- 6 seconds.
 DD4667
 DD4667.The orthometric height was determined by differential leveling
 DD4667.and adjusted by the National Geodetic Survey in January 2001..
 DD4667
 DD4667.This Tidal Bench Mark is designated as VM 16412
 DD4667.by the Center for Operational Oceanographic Products and Services.
 DD4667
 DD4667.The geoid height was determined by GEOID03.
 DD4667
 DD4667.The dynamic height is computed by dividing the NAVD 88
 DD4667.geopotential number by the normal gravity value computed on the
 DD4667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD4667.degrees latitude (g = 980.6199 gals.).
 DD4667
 DD4667.The modeled gravity was interpolated from observed gravity values.
 DD4667
 DD4667;                    North         East    Units  Estimated Accuracy
 DD4667;SPC SC       -   169,720.      777,550.      MT  (+/- 180 meters Scaled)
 DD4667
 DD4667                          SUPERSEDED SURVEY CONTROL
 DD4667
 DD4667.No superseded survey control is available for this station.
 DD4667
 DD4667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS679916(NAD 83)
 DD4667_MARKER: DJ = TIDAL STATION DISK
 DD4667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD4667_SP_SET: CONCRETE POST
 DD4667_STAMPING: 2245 E 1982
 DD4667_MARK LOGO: NOS   
 DD4667_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD4667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD4667+STABILITY: SURFACE MOTION
 DD4667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD4667+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2001
 DD4667
 DD4667  HISTORY     - Date     Condition        Report By
 DD4667  HISTORY     - 1982     MONUMENTED       NOS
 DD4667  HISTORY     - 19920817 GOOD             NGS
 DD4667  HISTORY     - 20000211 GOOD             SCGS
 DD4667  HISTORY     - 20010510 GOOD             NOS
 DD4667
 DD4667                          STATION DESCRIPTION
 DD4667
 DD4667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DD4667'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD4667'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD4667'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD4667'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 3.6 KM (2.25 MI)
 DD4667'EASTERLY ALONG MARSH ROAD, THENCE 0.2 KM (0.10 MI) NORTHEASTERLY
 DD4667'ALONG A SAND ROAD, 50.7 M (166.3 FT) NORTHWEST OF AND LEVEL WITH THE
 DD4667'ROAD CENTER, 6.7 M (22.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A
 DD4667'BOAT SHED, 0.7 M (2.3 FT) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF
 DD4667'THE BOAT SHED, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST, AND THE
 DD4667'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DD4667
 DD4667                          STATION RECOVERY (2000)
 DD4667
 DD4667'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DD4667'STATION IS LOCATED 6.15 MILES (9.90 KM) EAST OF GEORGETOWN.
 DD4667'OWNERSHIP--BELLE W.  BARUCH INSTITUTE FOR MARINE BIOLOGY AND COASTAL
 DD4667'RESEARCH, P.O.  BOX 1630, GEORGETOWN, SC 29442, PHONE 843-546-3623. TO
 DD4667'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 17 (CHURCH
 DD4667'STREET) AND 701 (FRASER STREET) IN GEORGETOWN, GO EAST ON HIGHWAY 17
 DD4667'FOR 3.7 MILES (6.0 KM) TO THE ENTRANCE TO BELLE W.  BARUCH INSTITUTE,
 DD4667'TURN RIGHT ON THE ENTRANCE ROAD FOR 0.05 MILE (0.08 KM) TO AN ELECTRIC
 DD4667'GATE, CONTINUE AHEAD THROUGH GATE FOR 0.3 MILE (0.5 KM) TO A SAND ROAD
 DD4667'LEFT (LEADING TO THE LAB) AND A FORKED SAND ROAD AHEAD, TURN LEFT ON
 DD4667'THE SAND ROAD FOR 2.25 MILES (3.62 KM) TO A GRAVEL PARKING LOT ON THE
 DD4667'LEFT FOR THE LAB, TURN LEFT THROUGH THE PARKING LOT FOR 0.05 MILE
 DD4667'(0.08 KM) TO A T-SAND ROAD JUNCTION (RIGHT LEADING TO THE LAB AND LEFT
 DD4667'LEADING TO THE MAINTENANCE SHED) , TURN LEFT ON THE SAND ROAD FOR 0.1
 DD4667'MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHERN MOST POLE
 DD4667'SUPPORTING A 10 BAY BOAT POLE SHED (BAY 1) . STATION IS A CONCRETE
 DD4667'POST FLUSH WITH THE GROUND, 2.7 FEET (0.8 M) WEST NORTHWEST OF THE
 DD4667'SOUTHERN MOST POLE, 162.0 FEET (49.4 M) WEST NORTHWEST OF THE WEST
 DD4667'CORNER OF THE MAINTENANCE SHED, 0.6 FOOT (18.3 CM) SOUTHEAST OF A
 DD4667'WITNESS POST.
 DD4667
 DD4667                          STATION RECOVERY (2001)
 DD4667
 DD4667'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DD4667'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1355 ***********************************************************************
 DD1355  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1355  DESIGNATION -  866 2299 D TIDAL
 DD1355  PID         -  DD1355
 DD1355  STATE/COUNTY-  SC/GEORGETOWN
 DD1355  USGS QUAD   -  NORTH ISLAND (1973)
 DD1355
 DD1355                         *CURRENT SURVEY CONTROL
 DD1355  ___________________________________________________________________
 DD1355* NAD 83(2001)-  33 20 06.02884(N)    079 11 38.50485(W)     ADJUSTED  
 DD1355* NAVD 88     -         1.339  (meters)       4.39   (feet)  ADJUSTED  
 DD1355  ___________________________________________________________________
 DD1355  X           -   1,000,060.436 (meters)                     COMP
 DD1355  Y           -  -5,239,533.848 (meters)                     COMP
 DD1355  Z           -   3,485,041.699 (meters)                     COMP
 DD1355  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 DD1355  ELLIP HEIGHT-         -33.32  (meters)          (03/13/03) GPS OBS
 DD1355  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1355  DYNAMIC HT  -           1.338 (meters)       4.39  (feet)  COMP
 DD1355  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 DD1355
 DD1355  HORZ ORDER  -  FIRST
 DD1355  VERT ORDER  -  FIRST     CLASS II
 DD1355  ELLP ORDER  -  FOURTH    CLASS II
 DD1355
 DD1355.The horizontal coordinates were established by GPS observations
 DD1355.and adjusted by the National Geodetic Survey in March 2003..
 DD1355
 DD1355.The orthometric height was determined by differential leveling
 DD1355.and adjusted by the National Geodetic Survey in June 1991..
 DD1355
 DD1355.This Tidal Bench Mark is designated as VM 3924
 DD1355.by the Center for Operational Oceanographic Products and Services.
 DD1355
 DD1355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD1355
 DD1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD1355
 DD1355.The ellipsoidal height was determined by GPS observations
 DD1355.and is referenced to NAD 83.
 DD1355
 DD1355.The geoid height was determined by GEOID03.
 DD1355
 DD1355.The dynamic height is computed by dividing the NAVD 88
 DD1355.geopotential number by the normal gravity value computed on the
 DD1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1355.degrees latitude (g = 980.6199 gals.).
 DD1355
 DD1355.The modeled gravity was interpolated from observed gravity values.
 DD1355
 DD1355;                    North         East     Units Scale Factor Converg.
 DD1355;SPC SC       -   168,000.035   777,692.671   MT  0.99981058   +1 00 04.4
 DD1355;SPC SC       -   551,181.22  2,551,485.14   iFT  0.99981058   +1 00 04.4
 DD1355;UTM  17      - 3,689,882.917   668,076.932   MT  0.99994830   +0 59 33.6
 DD1355
 DD1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD1355!SPC SC       -   1.00000523  x   0.99981058  =   0.99981581
 DD1355!UTM  17      -   1.00000523  x   0.99994830  =   0.99995353
 DD1355
 DD1355:                Primary Azimuth Mark                     Grid Az
 DD1355:SPC SC       -  GOAT ISLAND SET                          222 58 27.4
 DD1355:UTM  17      -  GOAT ISLAND SET                          222 58 58.2
 DD1355
 DD1355|---------------------------------------------------------------------|
 DD1355| PID    Reference Object                     Distance      Geod. Az  |
 DD1355|                                                           dddmmss.s |
 DD1355| AJ5760 GOAT ISLAND SET                     APPROX. 0.5 KM 2235831.8 |
 DD1355|---------------------------------------------------------------------|
 DD1355
 DD1355                          SUPERSEDED SURVEY CONTROL
 DD1355
 DD1355  NAD 83(1986)-  33 20 06.04015(N)    079 11 38.50834(W) AD(       ) 1
 DD1355  NAD 83(1995)-  33 20 06.02924(N)    079 11 38.50440(W) AD(       ) 1
 DD1355  ELLIP H (10/18/01)  -33.34   (m)                       GP(       ) 4 1
 DD1355  NAVD 88 (10/18/01)    1.34   (m)            4.4    (f) LEVELING    3  
 DD1355  NGVD 29 (03/21/89)    1.645  (m)            5.40   (f) ADJUSTED    1 2
 DD1355
 DD1355.Superseded values are not recommended for survey control.
 DD1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1355.See file dsdata.txt to determine how the superseded data were derived.
 DD1355
 DD1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS6807789883(NAD 83)
 DD1355_MARKER: DJ = TIDAL STATION DISK
 DD1355_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1355_SP_SET: COPPER-CLAD STEEL ROD
 DD1355_STAMPING: 2299 D 1976
 DD1355_MARK LOGO: NOS   
 DD1355_PROJECTION: FLUSH
 DD1355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1355+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 DD1355_ROD/PIPE-DEPTH: 17.1 meters
 DD1355
 DD1355  HISTORY     - Date     Condition        Report By
 DD1355  HISTORY     - 1976     MONUMENTED       NOS
 DD1355  HISTORY     - 1986     GOOD             SCGS
 DD1355  HISTORY     - 19920817 GOOD             NGS
 DD1355  HISTORY     - 20010315 GOOD             SCGS
 DD1355
 DD1355                          STATION DESCRIPTION
 DD1355
 DD1355'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1355'10.0 KM (6.2 MI) SE FROM GEORGETOWN.
 DD1355'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1355'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1355'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1355'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1355'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 DD1355'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1355'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE
 DD1355'0.55 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD TO A THREE WAY JUNCTION,
 DD1355'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A SAND ROAD TO A Y-JUNCTION,
 DD1355'THENCE 2.9 KM (1.8 MI) SOUTHEAST ALONG A SAND ROAD TO THE ENTRANCE TO
 DD1355'A MARINE LAB, CONTINUE 1.8 KM (1.1 MI) SOUTH ALONG A SAND ROAD (MARSH
 DD1355'ROAD) TO A T-JUNCTION, THENCE 3.0 KM (1.9 MI) SOUTHERLY AND NORTHERLY
 DD1355'ALONG A SAND ROAD TO A LOOKOUT TOWER AND A CINDER BLOCK BUILDING, SET
 DD1355'NEAR THE MARSH EDGE ON THE OUTSIDE OF A CURVE, 44.05 METERS
 DD1355'(144.52 FT) EAST OF THE EAST LEG OF THE LOOKOUT TOWER, 35.14 METERS
 DD1355'(115.29 FT) SOUTHEAST OF THE EAST CORNER OF THE BUILDING, 4.5 METERS
 DD1355'(14.76 FT) NORTH NORTHEAST OF THE CENTER OF THE SAND ROAD, 6.7 METERS
 DD1355'(21.98 FT) SOUTHEAST OF A 24 INCH CEDAR TREE.
 DD1355'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 DD1355
 DD1355                          STATION RECOVERY (1992)
 DD1355
 DD1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1355'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1355'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD1355'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD1355'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 5.5 KM (3.40 MI)
 DD1355'EASTERLY ALONG MARSH ROAD, THENCE 3.1 KM (1.90 MI) SOUTHEASTERLY
 DD1355'ALONG CLAMBAKE ROAD, 44.0 M (144.4 FT) EAST OF THE EAST LEG OF A
 DD1355'LOOKOUT TOWER, 4.0 M (13.1 FT) EAST OF THE ROAD CENTER, 0.8 M (2.6
 DD1355'FT) NORTHWEST OF THE NORTHWEST LEG OF A SIGN (CLAMBAKE CAUSEWAY), 0.4
 DD1355'M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE
 DD1355'LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 DD1355'AND IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.
 DD1355
 DD1355                          STATION RECOVERY (2001)
 DD1355
 DD1355'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DD1355'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1354 ***********************************************************************
 DD1354  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1354  DESIGNATION -  866 2299 E TIDAL
 DD1354  PID         -  DD1354
 DD1354  STATE/COUNTY-  SC/GEORGETOWN
 DD1354  USGS QUAD   -  NORTH ISLAND (1973)
 DD1354
 DD1354                         *CURRENT SURVEY CONTROL
 DD1354  ___________________________________________________________________
 DD1354* NAD 83(1986)-  33 20 06.     (N)    079 11 40.     (W)     SCALED    
 DD1354* NAVD 88     -         1.649  (meters)       5.41   (feet)  ADJUSTED  
 DD1354  ___________________________________________________________________
 DD1354  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1354  DYNAMIC HT  -           1.647 (meters)       5.40  (feet)  COMP
 DD1354  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 DD1354
 DD1354  VERT ORDER  -  FIRST     CLASS II
 DD1354
 DD1354.The horizontal coordinates were scaled from a topographic map and have
 DD1354.an estimated accuracy of +/- 6 seconds.
 DD1354
 DD1354.The orthometric height was determined by differential leveling
 DD1354.and adjusted by the National Geodetic Survey in June 1991..
 DD1354
 DD1354.This Tidal Bench Mark is designated as VM 3925
 DD1354.by the Center for Operational Oceanographic Products and Services.
 DD1354
 DD1354.The geoid height was determined by GEOID03.
 DD1354
 DD1354.The dynamic height is computed by dividing the NAVD 88
 DD1354.geopotential number by the normal gravity value computed on the
 DD1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1354.degrees latitude (g = 980.6199 gals.).
 DD1354
 DD1354.The modeled gravity was interpolated from observed gravity values.
 DD1354
 DD1354;                    North         East    Units  Estimated Accuracy
 DD1354;SPC SC       -   168,000.      777,650.      MT  (+/- 180 meters Scaled)
 DD1354
 DD1354                          SUPERSEDED SURVEY CONTROL
 DD1354
 DD1354  NGVD 29 (03/21/89)    1.955  (m)            6.41   (f) ADJUSTED    1 2
 DD1354
 DD1354.Superseded values are not recommended for survey control.
 DD1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1354.See file dsdata.txt to determine how the superseded data were derived.
 DD1354
 DD1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS680898(NAD 83)
 DD1354_MARKER: DJ = TIDAL STATION DISK
 DD1354_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DD1354+WITH SETTING: PAVEMENT
 DD1354_SP_SET: FOOTING
 DD1354_STAMPING: 2299 E 1976
 DD1354_MARK LOGO: NOS   
 DD1354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1354+STABILITY: SURFACE MOTION
 DD1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD1354+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD1354
 DD1354  HISTORY     - Date     Condition        Report By
 DD1354  HISTORY     - 1976     MONUMENTED       NOS
 DD1354  HISTORY     - 1986     GOOD             SCGS
 DD1354  HISTORY     - 19920817 GOOD             NGS
 DD1354
 DD1354                          STATION DESCRIPTION
 DD1354
 DD1354'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1354'10.0 KM (6.2 MI) SE FROM GEORGETOWN.
 DD1354'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1354'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1354'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1354'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 DD1354'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1354'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE
 DD1354'0.55 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD TO A THREE WAY JUNCTION,
 DD1354'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A SAND ROAD TO A Y-JUNCTION,
 DD1354'THENCE 2.9 KM (1.8 MI) SOUTHEAST ALONG A SAND ROAD TO THE ENTRANCE TO
 DD1354'A MARINE LAB, CONTINUE 1.8 KM (1.1 MI) SOUTH ALONG A SAND ROAD (MARSH
 DD1354'ROAD) TO A T-JUNCTION, THENCE 3.0 KM (1.9 MI) SOUTHERLY AND NORTHERLY
 DD1354'ALONG A SAND ROAD TO A LOOKOUT TOWER AND A CINDER BLOCK BUILDING, SET
 DD1354'IN THE EAST LEG FOOTING OF THE LOOKOUT TOWER.
 DD1354'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 DD1354
 DD1354                          STATION RECOVERY (1992)
 DD1354
 DD1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1354'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1354'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD1354'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD1354'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 5.5 KM (3.40 MI)
 DD1354'EASTERLY ALONG MARSH ROAD, THENCE 3.1 KM (1.90 MI) SOUTHEASTERLY
 DD1354'ALONG CLAMBAKE ROAD, NEAR THE NORTH CORNER OF THE CONCRETE FOOTING
 DD1354'FOR THE EAST LEG OF A LOOKOUT TOWER, 44.0 M (144.4 FT) WEST OF BENCH
 DD1354'MARK 866 2299 D TIDAL, 13.0 M (42.7 FT) NORTHWEST OF THE ROAD
 DD1354'CENTERLINE, 11.7 M (38.4 FT) EAST-NORTHEAST OF BENCH MARK 866 2299 F
 DD1354'TIDAL, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT)
 DD1354'EAST-SOUTHEAST OF A WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF THE
 DD1354'EAST LEG OF A LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1353 ***********************************************************************
 DD1353  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1353  DESIGNATION -  866 2299 F TIDAL
 DD1353  PID         -  DD1353
 DD1353  STATE/COUNTY-  SC/GEORGETOWN
 DD1353  USGS QUAD   -  NORTH ISLAND (1973)
 DD1353
 DD1353                         *CURRENT SURVEY CONTROL
 DD1353  ___________________________________________________________________
 DD1353* NAD 83(1986)-  33 20 06.     (N)    079 11 40.     (W)     SCALED    
 DD1353* NAVD 88     -         1.391  (meters)       4.56   (feet)  ADJUSTED  
 DD1353  ___________________________________________________________________
 DD1353  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DD1353  DYNAMIC HT  -           1.390 (meters)       4.56  (feet)  COMP
 DD1353  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 DD1353
 DD1353  VERT ORDER  -  FIRST     CLASS II
 DD1353
 DD1353.The horizontal coordinates were scaled from a topographic map and have
 DD1353.an estimated accuracy of +/- 6 seconds.
 DD1353
 DD1353.The orthometric height was determined by differential leveling
 DD1353.and adjusted by the National Geodetic Survey in June 1991..
 DD1353
 DD1353.This Tidal Bench Mark is designated as VM 3926
 DD1353.by the Center for Operational Oceanographic Products and Services.
 DD1353
 DD1353.The geoid height was determined by GEOID03.
 DD1353
 DD1353.The dynamic height is computed by dividing the NAVD 88
 DD1353.geopotential number by the normal gravity value computed on the
 DD1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1353.degrees latitude (g = 980.6199 gals.).
 DD1353
 DD1353.The modeled gravity was interpolated from observed gravity values.
 DD1353
 DD1353;                    North         East    Units  Estimated Accuracy
 DD1353;SPC SC       -   168,000.      777,650.      MT  (+/- 180 meters Scaled)
 DD1353
 DD1353                          SUPERSEDED SURVEY CONTROL
 DD1353
 DD1353  NGVD 29 (03/21/89)    1.698  (m)            5.57   (f) ADJUSTED    1 2
 DD1353
 DD1353.Superseded values are not recommended for survey control.
 DD1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1353.See file dsdata.txt to determine how the superseded data were derived.
 DD1353
 DD1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS680898(NAD 83)
 DD1353_MARKER: DJ = TIDAL STATION DISK
 DD1353_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1353_SP_SET: COPPER-CLAD STEEL ROD
 DD1353_STAMPING: 2299 F 1976
 DD1353_MARK LOGO: NOS   
 DD1353_PROJECTION: FLUSH
 DD1353_MAGNETIC: I = MARKER IS A STEEL ROD
 DD1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1353+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD1353
 DD1353  HISTORY     - Date     Condition        Report By
 DD1353  HISTORY     - 1976     MONUMENTED       NOS
 DD1353  HISTORY     - 1986     GOOD             SCGS
 DD1353  HISTORY     - 19920817 GOOD             NGS
 DD1353
 DD1353                          STATION DESCRIPTION
 DD1353
 DD1353'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD1353'10.0 KM (6.2 MI) SE FROM GEORGETOWN.
 DD1353'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 DD1353'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1353'THE JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD1353'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN TO THE ENTRANCE TO HOBCAW
 DD1353'BARONY, 1.9 KM (1.2 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 DD1353'WACCAMAW RIVER, THENCE APPROXIMATELY 80 FT SOUTH TO AN ELECTRIC GATE
 DD1353'AND TELEPHONE (DIAL 11 TO OBTAIN PERMISSION TO ENTER), CONTINUE
 DD1353'0.55 KM (0.35 MI) SOUTH ALONG A GRAVEL ROAD TO A THREE WAY JUNCTION,
 DD1353'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A SAND ROAD TO A Y-JUNCTION,
 DD1353'THENCE 2.9 KM (1.8 MI) SOUTHEAST ALONG A SAND ROAD TO THE ENTRANCE TO
 DD1353'A MARINE LAB, CONTINUE 1.8 KM (1.1 MI) SOUTH ALONG A SAND ROAD (MARSH
 DD1353'ROAD) TO A T-JUNCTION, THENCE 3.0 KM (1.9 MI) SOUTHERLY AND NORTHERLY
 DD1353'ALONG A SAND ROAD TO A LOOKOUT TOWER AND A CINDER BLOCK BUILDING, SET
 DD1353'NEAR A LONE 36 INCH LIVE OAK TREE WEST SOUTHWEST OF THE LOOKOUT TOWER,
 DD1353'2.8 METERS (9.19 FT) SOUTHEAST OF THE CENTER OF A SAND ROAD LEADING TO
 DD1353'A CINDER BLOCK BUILDING, 3.0 METERS (9.84 FT) NORTH NORTHWEST OF THE
 DD1353'LIVE OAK TREE, 7.67 METERS (25.16 FT) WEST OF THE SOUTH LEG OF THE
 DD1353'LOOKOUT TOWER, 28.73 METERS (94.26 FT) SOUTH OF THE WEST CORNER OF THE
 DD1353'CINDER BLOCK BUILDING, ADD-ROD DEPTH UNKNOWN, REPORTEDLY DRIVEN TO
 DD1353'REFUSAL, AND FLUSH WITH GROUND.
 DD1353'THE MARK IS 0.20 METERS  NNE FROM A WITNESS POST.
 DD1353
 DD1353                          STATION RECOVERY (1992)
 DD1353
 DD1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD1353'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM
 DD1353'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN,
 DD1353'THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG THE BELLE W. BARUCH
 DD1353'FOUNDATION WILDLIFE AREA ENTRANCE ROAD, THENCE 5.5 KM (3.40 MI)
 DD1353'EASTERLY ALONG MARSH ROAD, THENCE 3.1 KM (1.90 MI) SOUTHEASTERLY
 DD1353'ALONG CLAMBAKE ROAD, 11.7 M (38.4 FT) WEST-SOUTHWEST OF BENCH MARK
 DD1353'866 299 E TIDAL, 9.3 M (30.5 FT) NORTHWEST OF THE ROAD CENTER, 7.7 M
 DD1353'(25.3 FT) WEST OF THE SOUTH LEG OF A LOOKOUT TOWER, 3.0 M (9.8 FT)
 DD1353'NORTH-NORTHWEST OF A 24-INCH OAK TREE, 2.8 M (9.2 FT) SOUTHEAST OF
 DD1353'THE CENTER OF A DRIVEWAY, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 DD1353'AND 0.5 M (1.6 FT) NORTH-NORTHEAST OF A WITNESS POST.  NOTE--THE DISK
 DD1353'IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.05 M (0.16 FT)
 DD1353'BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1149 ***********************************************************************
 DD1149  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1149  DESIGNATION -  866 2405 A TIDAL
 DD1149  PID         -  DD1149
 DD1149  STATE/COUNTY-  SC/BERKELEY
 DD1149  USGS QUAD   -  JAMESTOWN (1973)
 DD1149
 DD1149                         *CURRENT SURVEY CONTROL
 DD1149  ___________________________________________________________________
 DD1149* NAD 83(1986)-  33 18 16.     (N)    079 40 43.     (W)     SCALED    
 DD1149* NAVD 88     -        12.637  (meters)      41.46   (feet)  ADJUSTED  
 DD1149  ___________________________________________________________________
 DD1149  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DD1149  DYNAMIC HT  -          12.624 (meters)      41.42  (feet)  COMP
 DD1149  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 DD1149
 DD1149  VERT ORDER  -  FIRST     CLASS II
 DD1149
 DD1149.The horizontal coordinates were scaled from a topographic map and have
 DD1149.an estimated accuracy of +/- 6 seconds.
 DD1149
 DD1149.The orthometric height was determined by differential leveling
 DD1149.and adjusted by the National Geodetic Survey in June 1991..
 DD1149
 DD1149.This Tidal Bench Mark is designated as VM 3927
 DD1149.by the Center for Operational Oceanographic Products and Services.
 DD1149
 DD1149.The geoid height was determined by GEOID03.
 DD1149
 DD1149.The dynamic height is computed by dividing the NAVD 88
 DD1149.geopotential number by the normal gravity value computed on the
 DD1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1149.degrees latitude (g = 980.6199 gals.).
 DD1149
 DD1149.The modeled gravity was interpolated from observed gravity values.
 DD1149
 DD1149;                    North         East    Units  Estimated Accuracy
 DD1149;SPC SC       -   163,930.      732,640.      MT  (+/- 180 meters Scaled)
 DD1149
 DD1149                          SUPERSEDED SURVEY CONTROL
 DD1149
 DD1149  NGVD 29 (03/21/89)   12.938  (m)           42.45   (f) ADJUSTED    1 2
 DD1149
 DD1149.Superseded values are not recommended for survey control.
 DD1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1149.See file dsdata.txt to determine how the superseded data were derived.
 DD1149
 DD1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS230858(NAD 83)
 DD1149_MARKER: DJ = TIDAL STATION DISK
 DD1149_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1149_SP_SET: BRIDGE
 DD1149_STAMPING: 2405 A 1976
 DD1149_MARK LOGO: NOS   
 DD1149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1149+STABILITY: POSITION/ELEVATION WELL
 DD1149
 DD1149  HISTORY     - Date     Condition        Report By
 DD1149  HISTORY     - 1976     MONUMENTED       NOS
 DD1149  HISTORY     - 1984     GOOD             SCGS
 DD1149  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1149
 DD1149                          STATION DESCRIPTION
 DD1149
 DD1149'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1149'2.3 KM (1.45 MI) NE FROM JAMESTOWN.
 DD1149'2.3 KILOMETERS (1.45 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1149'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, SET IN THE
 DD1149'WEST CORNER OF THE BRIDGE THAT CROSSES THE SANTEE RIVER.
 DD1149'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD1149
 DD1149                          STATION RECOVERY (2006)
 DD1149
 DD1149'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1149'SEARCHED 15 MINUTES, NEW BRIDGE BUILT IN 1998, PRESUMED DESTROYED BY
 DD1149'BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1150 ***********************************************************************
 DD1150  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1150  DESIGNATION -  866 2405 B TIDAL
 DD1150  PID         -  DD1150
 DD1150  STATE/COUNTY-  SC/BERKELEY
 DD1150  USGS QUAD   -  JAMESTOWN (1973)
 DD1150
 DD1150                         *CURRENT SURVEY CONTROL
 DD1150  ___________________________________________________________________
 DD1150* NAD 83(1986)-  33 18 16.     (N)    079 40 43.     (W)     SCALED    
 DD1150* NAVD 88     -        12.638  (meters)      41.46   (feet)  ADJUSTED  
 DD1150  ___________________________________________________________________
 DD1150  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DD1150  DYNAMIC HT  -          12.624 (meters)      41.42  (feet)  COMP
 DD1150  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 DD1150
 DD1150  VERT ORDER  -  FIRST     CLASS II
 DD1150
 DD1150.The horizontal coordinates were scaled from a topographic map and have
 DD1150.an estimated accuracy of +/- 6 seconds.
 DD1150
 DD1150.The orthometric height was determined by differential leveling
 DD1150.and adjusted by the National Geodetic Survey in June 1991..
 DD1150
 DD1150.This Tidal Bench Mark is designated as VM 3928
 DD1150.by the Center for Operational Oceanographic Products and Services.
 DD1150
 DD1150.The geoid height was determined by GEOID03.
 DD1150
 DD1150.The dynamic height is computed by dividing the NAVD 88
 DD1150.geopotential number by the normal gravity value computed on the
 DD1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1150.degrees latitude (g = 980.6199 gals.).
 DD1150
 DD1150.The modeled gravity was interpolated from observed gravity values.
 DD1150
 DD1150;                    North         East    Units  Estimated Accuracy
 DD1150;SPC SC       -   163,930.      732,640.      MT  (+/- 180 meters Scaled)
 DD1150
 DD1150                          SUPERSEDED SURVEY CONTROL
 DD1150
 DD1150  NGVD 29 (03/21/89)   12.939  (m)           42.45   (f) ADJUSTED    1 2
 DD1150
 DD1150.Superseded values are not recommended for survey control.
 DD1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1150.See file dsdata.txt to determine how the superseded data were derived.
 DD1150
 DD1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS230858(NAD 83)
 DD1150_MARKER: DJ = TIDAL STATION DISK
 DD1150_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD1150_SP_SET: BRIDGE
 DD1150_STAMPING: 2405 B 1976
 DD1150_MARK LOGO: NOS   
 DD1150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1150+STABILITY: POSITION/ELEVATION WELL
 DD1150
 DD1150  HISTORY     - Date     Condition        Report By
 DD1150  HISTORY     - 1976     MONUMENTED       NOS
 DD1150  HISTORY     - 1984     GOOD             SCGS
 DD1150  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1150
 DD1150                          STATION DESCRIPTION
 DD1150
 DD1150'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1150'2.3 KM (1.45 MI) NE FROM JAMESTOWN.
 DD1150'2.3 KILOMETERS (1.45 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1150'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, SET IN THE
 DD1150'SOUTHEAST CORNER OF THE BRIDGE CROSSING THE SANTEE RIVER.
 DD1150'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD1150
 DD1150                          STATION RECOVERY (2006)
 DD1150
 DD1150'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1150'SEARCHED 15 MINUTES, NEW BRIDGE BUILT IN 1998, PRESUMED DESTROYED BY
 DD1150'BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1153 ***********************************************************************
 DD1153  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1153  DESIGNATION -  866 2405 C TIDAL
 DD1153  PID         -  DD1153
 DD1153  STATE/COUNTY-  SC/BERKELEY
 DD1153  USGS QUAD   -  JAMESTOWN (1973)
 DD1153
 DD1153                         *CURRENT SURVEY CONTROL
 DD1153  ___________________________________________________________________
 DD1153* NAD 83(1986)-  33 18 12.     (N)    079 40 44.     (W)     SCALED    
 DD1153* NAVD 88     -         8.377  (meters)      27.48   (feet)  ADJUSTED  
 DD1153  ___________________________________________________________________
 DD1153  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DD1153  DYNAMIC HT  -           8.368 (meters)      27.45  (feet)  COMP
 DD1153  MODELED GRAV-     979,576.6   (mgal)                       NAVD 88
 DD1153
 DD1153  VERT ORDER  -  FIRST     CLASS II
 DD1153
 DD1153.The horizontal coordinates were scaled from a topographic map and have
 DD1153.an estimated accuracy of +/- 6 seconds.
 DD1153
 DD1153.The orthometric height was determined by differential leveling
 DD1153.and adjusted by the National Geodetic Survey in June 1991..
 DD1153
 DD1153.This Tidal Bench Mark is designated as VM 3929
 DD1153.by the Center for Operational Oceanographic Products and Services.
 DD1153
 DD1153.The geoid height was determined by GEOID03.
 DD1153
 DD1153.The dynamic height is computed by dividing the NAVD 88
 DD1153.geopotential number by the normal gravity value computed on the
 DD1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1153.degrees latitude (g = 980.6199 gals.).
 DD1153
 DD1153.The modeled gravity was interpolated from observed gravity values.
 DD1153
 DD1153;                    North         East    Units  Estimated Accuracy
 DD1153;SPC SC       -   163,810.      732,610.      MT  (+/- 180 meters Scaled)
 DD1153
 DD1153                          SUPERSEDED SURVEY CONTROL
 DD1153
 DD1153  NGVD 29 (03/21/89)    8.679  (m)           28.47   (f) ADJUSTED    1 2
 DD1153
 DD1153.Superseded values are not recommended for survey control.
 DD1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1153.See file dsdata.txt to determine how the superseded data were derived.
 DD1153
 DD1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS229856(NAD 83)
 DD1153_MARKER: DJ = TIDAL STATION DISK
 DD1153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1153_SP_SET: STAINLESS STEEL ROD
 DD1153_STAMPING: 2405 C 1976
 DD1153_MARK LOGO: NOS   
 DD1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1153+STABILITY: POSITION/ELEVATION WELL
 DD1153
 DD1153  HISTORY     - Date     Condition        Report By
 DD1153  HISTORY     - 1976     MONUMENTED       NOS
 DD1153  HISTORY     - 1984     GOOD             SCGS
 DD1153  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1153
 DD1153                          STATION DESCRIPTION
 DD1153
 DD1153'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1153'2.2 KM (1.4 MI) NE FROM JAMESTOWN.
 DD1153'2.2 KILOMETERS (1.4 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1153'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, SET NEAR A
 DD1153'TWIN TRUNK PINE TREE AT THE CREST OF A HILL JUST BEFORE A CLEARING,
 DD1153'2.53 METERS (8.3 FEET) WEST OF THE PINE TREE, 2.74 METERS (9.0 FEET)
 DD1153'NORTH-NORTHWEST OF AN 18-INCH PINE TREE, 2.19 METERS (7.2 FEET)
 DD1153'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRASSY TRAIL, 37.92 METERS
 DD1153'(124.4 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE
 DD1153'CROSSING THE SANTEE RIVER, 16.12 METERS (52.9 FEET) SOUTHEAST OF THE
 DD1153'CENTERLINE OF THE HIGHWAY, 91.14 METERS (299.0 FEET) NORTHEAST OF 866
 DD1153'2405 G TIDAL, AND SET ON THE TOP OF A STAINLESS STEEL ROD FLUSH WITH
 DD1153'THE GROUND.
 DD1153'THE MARK IS 0.50 METERS  N FROM A WITNESS POST.
 DD1153'THE MARK IS 3.00 M BELOW HIGHWAY.
 DD1153
 DD1153                          STATION RECOVERY (2006)
 DD1153
 DD1153'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1153'SEARCHED 15 MINUTES, NEW BRIDGE BUILT IN 1998, PRESUMED DESTROYED BY
 DD1153'BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1151 ***********************************************************************
 DD1151  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1151  DESIGNATION -  866 2405 E TIDAL
 DD1151  PID         -  DD1151
 DD1151  STATE/COUNTY-  SC/BERKELEY
 DD1151  USGS QUAD   -  JAMESTOWN (1973)
 DD1151
 DD1151                         *CURRENT SURVEY CONTROL
 DD1151  ___________________________________________________________________
 DD1151* NAD 83(1986)-  33 18 01.     (N)    079 40 54.     (W)     SCALED    
 DD1151* NAVD 88     -         9.256  (meters)      30.37   (feet)  ADJUSTED  
 DD1151  ___________________________________________________________________
 DD1151  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DD1151  DYNAMIC HT  -           9.246 (meters)      30.33  (feet)  COMP
 DD1151  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 DD1151
 DD1151  VERT ORDER  -  FIRST     CLASS II
 DD1151
 DD1151.The horizontal coordinates were scaled from a topographic map and have
 DD1151.an estimated accuracy of +/- 6 seconds.
 DD1151
 DD1151.The orthometric height was determined by differential leveling
 DD1151.and adjusted by the National Geodetic Survey in June 1991..
 DD1151
 DD1151.This Tidal Bench Mark is designated as VM 3931
 DD1151.by the Center for Operational Oceanographic Products and Services.
 DD1151
 DD1151.The geoid height was determined by GEOID03.
 DD1151
 DD1151.The dynamic height is computed by dividing the NAVD 88
 DD1151.geopotential number by the normal gravity value computed on the
 DD1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1151.degrees latitude (g = 980.6199 gals.).
 DD1151
 DD1151.The modeled gravity was interpolated from observed gravity values.
 DD1151
 DD1151;                    North         East    Units  Estimated Accuracy
 DD1151;SPC SC       -   163,460.      732,360.      MT  (+/- 180 meters Scaled)
 DD1151
 DD1151                          SUPERSEDED SURVEY CONTROL
 DD1151
 DD1151  NGVD 29 (03/21/89)    9.557  (m)           31.35   (f) ADJUSTED    1 2
 DD1151
 DD1151.Superseded values are not recommended for survey control.
 DD1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1151.See file dsdata.txt to determine how the superseded data were derived.
 DD1151
 DD1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS227853(NAD 83)
 DD1151_MARKER: DJ = TIDAL STATION DISK
 DD1151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1151_SP_SET: COPPER-CLAD STEEL ROD
 DD1151_STAMPING: 2405 E 1976
 DD1151_MARK LOGO: NOS   
 DD1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1151+STABILITY: POSITION/ELEVATION WELL
 DD1151
 DD1151  HISTORY     - Date     Condition        Report By
 DD1151  HISTORY     - 1976     MONUMENTED       NOS
 DD1151  HISTORY     - 1984     GOOD             SCGS
 DD1151  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1151
 DD1151                          STATION DESCRIPTION
 DD1151
 DD1151'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1151'2.0 KM (1.25 MI) NE FROM JAMESTOWN.
 DD1151'2.0 KILOMETERS (1.25 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1151'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, SET IN THE
 DD1151'EAST ANGLE OF THE INTERSECTION OF A SAND ROAD LEADING TO THE RIVER,
 DD1151'9.63 METERS (31.6 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DD1151'9.45 METERS (31.0 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF THE
 DD1151'SAND ROAD, 16.06 METERS (52.7 FEET) NORTHWEST OF THE APPROXIMATE
 DD1151'CENTER OF A GRASSY TRAIL THAT RUNS ALONG THE SIDE OF THE HIGHWAY.
 DD1151'SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 DD1151'THE MARK IS 0.60 METERS  ENE FROM A WITNESS POST.
 DD1151'THE MARK IS 1.50 M BELOW HIGHWAY.
 DD1151
 DD1151                          STATION RECOVERY (2006)
 DD1151
 DD1151'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1151'SEARCHED 15 MINUTES, NEW BRIDGE BUILT IN 1998, PRESUMED DESTROYED BY
 DD1151'BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1152 ***********************************************************************
 DD1152  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1152  DESIGNATION -  866 2405 G TIDAL
 DD1152  PID         -  DD1152
 DD1152  STATE/COUNTY-  SC/BERKELEY
 DD1152  USGS QUAD   -  JAMESTOWN (1973)
 DD1152
 DD1152                         *CURRENT SURVEY CONTROL
 DD1152  ___________________________________________________________________
 DD1152* NAD 83(1986)-  33 18 07.     (N)    079 40 49.     (W)     SCALED    
 DD1152* NAVD 88     -         7.843  (meters)      25.73   (feet)  ADJUSTED  
 DD1152  ___________________________________________________________________
 DD1152  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DD1152  DYNAMIC HT  -           7.835 (meters)      25.71  (feet)  COMP
 DD1152  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 DD1152
 DD1152  VERT ORDER  -  FIRST     CLASS II
 DD1152
 DD1152.The horizontal coordinates were scaled from a topographic map and have
 DD1152.an estimated accuracy of +/- 6 seconds.
 DD1152
 DD1152.The orthometric height was determined by differential leveling
 DD1152.and adjusted by the National Geodetic Survey in June 1991..
 DD1152
 DD1152.This Tidal Bench Mark is designated as VM 3932
 DD1152.by the Center for Operational Oceanographic Products and Services.
 DD1152
 DD1152.The geoid height was determined by GEOID03.
 DD1152
 DD1152.The dynamic height is computed by dividing the NAVD 88
 DD1152.geopotential number by the normal gravity value computed on the
 DD1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1152.degrees latitude (g = 980.6199 gals.).
 DD1152
 DD1152.The modeled gravity was interpolated from observed gravity values.
 DD1152
 DD1152;                    North         East    Units  Estimated Accuracy
 DD1152;SPC SC       -   163,650.      732,480.      MT  (+/- 180 meters Scaled)
 DD1152
 DD1152                          SUPERSEDED SURVEY CONTROL
 DD1152
 DD1152  NGVD 29 (03/21/89)    8.145  (m)           26.72   (f) ADJUSTED    1 2
 DD1152
 DD1152.Superseded values are not recommended for survey control.
 DD1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1152.See file dsdata.txt to determine how the superseded data were derived.
 DD1152
 DD1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS228855(NAD 83)
 DD1152_MARKER: DJ = TIDAL STATION DISK
 DD1152_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1152_SP_SET: COPPER-CLAD STEEL ROD
 DD1152_STAMPING: 2405 G 1982
 DD1152_MARK LOGO: NOS   
 DD1152_PROJECTION: FLUSH
 DD1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1152+STABILITY: POSITION/ELEVATION WELL
 DD1152_ROD/PIPE-DEPTH: 7.32 meters
 DD1152
 DD1152  HISTORY     - Date     Condition        Report By
 DD1152  HISTORY     - 1982     MONUMENTED       NOS
 DD1152  HISTORY     - 1984     GOOD             SCGS
 DD1152  HISTORY     - 20060607 MARK NOT FOUND   SCGS
 DD1152
 DD1152                          STATION DESCRIPTION
 DD1152
 DD1152'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1152'2.1 KM (1.3 MI) NE FROM JAMESTOWN.
 DD1152'2.0 KILOMETERS (1.25 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 DD1152'AND STATE HIGHWAY 41 FROM THE POST OFFICE IN JAMESTOWN, THENCE 0.1
 DD1152'KILOMETER (0.05 MILE) SOUTHEAST ALONG A SAND ROAD TO A GRASSY TRAIL
 DD1152'LEFT, THENCE 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG THE GRASSY
 DD1152'TRAIL THAT RUNS ALONG THE SIDE OF THE HIGHWAY, SET NEAR A LONE 50-INCH
 DD1152'PINE TREE, 14.72 METERS (48.3 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 DD1152'HIGHWAY, 88.39 METERS (290.0 FEET) NORTHEAST OF 866 2405 E TIDAL,
 DD1152'2.13 METERS (7.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 DD1152'GRASSY TRAIL, 3.14 METERS (10.3 FEET) WEST-SOUTHWEST OF THE 50-INCH
 DD1152'PINE TREE, 5.58 METERS (18.3 FEET) NORTH OF A 24-INCH PINE TREE.
 DD1152'THE MARK IS 0.80 METERS  NNE FROM A WITNESS POST.
 DD1152'THE MARK IS 3.00 M BELOW HIGHWAY.
 DD1152
 DD1152                          STATION RECOVERY (2006)
 DD1152
 DD1152'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2006 (JBS)
 DD1152'SEARCHED 15 MINUTES, NEW BRIDGE BUILT IN 1998, PRESUMED DESTROYED BY
 DD1152'BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0868 ***********************************************************************
 DD0868  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0868  DESIGNATION -  866 2549 A TIDAL
 DD0868  PID         -  DD0868
 DD0868  STATE/COUNTY-  SC/GEORGETOWN
 DD0868  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0868
 DD0868                         *CURRENT SURVEY CONTROL
 DD0868  ___________________________________________________________________
 DD0868* NAD 83(1986)-  33 15 03.     (N)    079 16 01.     (W)     SCALED    
 DD0868* NAVD 88     -         1.034  (meters)       3.39   (feet)  ADJUSTED  
 DD0868  ___________________________________________________________________
 DD0868  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD0868  DYNAMIC HT  -           1.033 (meters)       3.39  (feet)  COMP
 DD0868  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DD0868
 DD0868  VERT ORDER  -  FIRST     CLASS II
 DD0868
 DD0868.The horizontal coordinates were scaled from a topographic map and have
 DD0868.an estimated accuracy of +/- 6 seconds.
 DD0868
 DD0868.The orthometric height was determined by differential leveling
 DD0868.and adjusted by the National Geodetic Survey in June 1991..
 DD0868
 DD0868.This Tidal Bench Mark is designated as VM 3934
 DD0868.by the Center for Operational Oceanographic Products and Services.
 DD0868
 DD0868.The geoid height was determined by GEOID03.
 DD0868
 DD0868.The dynamic height is computed by dividing the NAVD 88
 DD0868.geopotential number by the normal gravity value computed on the
 DD0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0868.degrees latitude (g = 980.6199 gals.).
 DD0868
 DD0868.The modeled gravity was interpolated from observed gravity values.
 DD0868
 DD0868;                    North         East    Units  Estimated Accuracy
 DD0868;SPC SC       -   158,550.      771,060.      MT  (+/- 180 meters Scaled)
 DD0868
 DD0868                          SUPERSEDED SURVEY CONTROL
 DD0868
 DD0868  NGVD 29 (03/21/89)    1.339  (m)            4.39   (f) ADJUSTED    1 2
 DD0868
 DD0868.Superseded values are not recommended for survey control.
 DD0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0868.See file dsdata.txt to determine how the superseded data were derived.
 DD0868
 DD0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS614804(NAD 83)
 DD0868_MARKER: DJ = TIDAL STATION DISK
 DD0868_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0868_SP_SET: COPPER-CLAD STEEL ROD
 DD0868_STAMPING: 2549 A 1976
 DD0868_MARK LOGO: NOS   
 DD0868_PROJECTION: FLUSH
 DD0868_MAGNETIC: I = MARKER IS A STEEL ROD
 DD0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0868+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD0868_ROD/PIPE-DEPTH: 9.75 meters
 DD0868
 DD0868  HISTORY     - Date     Condition        Report By
 DD0868  HISTORY     - 1976     MONUMENTED       NOS
 DD0868  HISTORY     - 1979     GOOD             NGS
 DD0868  HISTORY     - 19920817 GOOD             NGS
 DD0868
 DD0868                          STATION DESCRIPTION
 DD0868
 DD0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0868'9.8 MI SOUTH FROM GEORGETOWN.
 DD0868'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0868'1.9 MILES SOUTH ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR JUNCTION IN
 DD0868'GEORGETOWN, AND THENCE 7.9 MILES SOUTH ALONG SOUTH ISLAND ROAD TO THE
 DD0868'FERRY CROSSING.  SET ACROSS THE INTERCOASTAL WATERWAY AT THE FERRY
 DD0868'ATTENDANTS BUILDING, 36.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 DD0868'DCK, 32.1 FEET SOUTH OF A 12 INCH PINE TREE, 3.6 FEET SOUTHEAST OF
 DD0868'A POWER POLE, AND 2.6 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 DD0868'OF THE BUILDING.
 DD0868'THE MARK IS 4 FT  SE FROM  POLE WITH WITNESS SIGN
 DD0868
 DD0868                          STATION RECOVERY (1992)
 DD0868
 DD0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0868'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER STREET)
 DD0868'FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD0868'GEORGETOWN, THENCE 13.1 KM (8.15 MI) SOUTHERLY ALONG STATE HIGHWAY
 DD0868'S2218 (SOUTH ISLAND ROAD), THENCE 0.2 KM (0.10 MI) ACROSS THE
 DD0868'INTRACOASTAL WATERWAY FERRY AND A SAND ROAD, 11.2 M (36.7 FT) EAST OF
 DD0868'THE NORTHEAST CORNER OF A DOCK, 8.3 M (27.2 FT) NORTHEAST OF AND
 DD0868'LEVEL WITH THE ROAD CENTER, 1.0 M (3.3 FT) SOUTHEAST OF A UTILITY
 DD0868'POLE WITH A WITNESS SIGN ATTACHED, AND 0.75 M (2.46 FT)
 DD0868'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FERRY ATTENDANTS
 DD0868'OFFICE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 DD0868'RECESSED 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0869 ***********************************************************************
 DD0869  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0869  DESIGNATION -  866 2549 B TIDAL
 DD0869  PID         -  DD0869
 DD0869  STATE/COUNTY-  SC/GEORGETOWN
 DD0869  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0869
 DD0869                         *CURRENT SURVEY CONTROL
 DD0869  ___________________________________________________________________
 DD0869* NAD 83(1986)-  33 15 02.     (N)    079 16 00.     (W)     SCALED    
 DD0869* NAVD 88     -         0.912  (meters)       2.99   (feet)  ADJUSTED  
 DD0869  ___________________________________________________________________
 DD0869  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD0869  DYNAMIC HT  -           0.911 (meters)       2.99  (feet)  COMP
 DD0869  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DD0869
 DD0869  VERT ORDER  -  FIRST     CLASS II
 DD0869
 DD0869.The horizontal coordinates were scaled from a topographic map and have
 DD0869.an estimated accuracy of +/- 6 seconds.
 DD0869
 DD0869.The orthometric height was determined by differential leveling
 DD0869.and adjusted by the National Geodetic Survey in June 1991..
 DD0869
 DD0869.This Tidal Bench Mark is designated as VM 3935
 DD0869.by the Center for Operational Oceanographic Products and Services.
 DD0869
 DD0869.The geoid height was determined by GEOID03.
 DD0869
 DD0869.The dynamic height is computed by dividing the NAVD 88
 DD0869.geopotential number by the normal gravity value computed on the
 DD0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0869.degrees latitude (g = 980.6199 gals.).
 DD0869
 DD0869.The modeled gravity was interpolated from observed gravity values.
 DD0869
 DD0869;                    North         East    Units  Estimated Accuracy
 DD0869;SPC SC       -   158,520.      771,090.      MT  (+/- 180 meters Scaled)
 DD0869
 DD0869                          SUPERSEDED SURVEY CONTROL
 DD0869
 DD0869  NGVD 29 (03/21/89)    1.216  (m)            3.99   (f) ADJUSTED    1 2
 DD0869
 DD0869.Superseded values are not recommended for survey control.
 DD0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0869.See file dsdata.txt to determine how the superseded data were derived.
 DD0869
 DD0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS614804(NAD 83)
 DD0869_MARKER: DJ = TIDAL STATION DISK
 DD0869_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0869_SP_SET: COPPER-CLAD STEEL ROD
 DD0869_STAMPING: 2549 B 1976
 DD0869_MARK LOGO: NOS   
 DD0869_PROJECTION: FLUSH
 DD0869_MAGNETIC: I = MARKER IS A STEEL ROD
 DD0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0869+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD0869_ROD/PIPE-DEPTH: 9.75 meters
 DD0869
 DD0869  HISTORY     - Date     Condition        Report By
 DD0869  HISTORY     - 1976     MONUMENTED       NOS
 DD0869  HISTORY     - 1979     GOOD             NGS
 DD0869  HISTORY     - 19920817 GOOD             NGS
 DD0869
 DD0869                          STATION DESCRIPTION
 DD0869
 DD0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0869'9.9 MI SOUTH FROM GEORGETOWN.
 DD0869'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0869'1.9 MILES SOUTH ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR JUNCTION
 DD0869'IN GEORGETOWN, THENCE 7.9 MILES SOUTH ALONG SOUTH ISLAND ROAD TO THE
 DD0869'FERRY CROSSING, AND THENCE 0.1 MILE SOUTHEAST ACROSS THE INTERCOASTAL
 DD0869'WATERWAY ALONG A SAND ROAD, 201 FEET EAST OF BENCH MARK 866-2549-A
 DD0869'TIDAL 73 FEET NORTH-NORTHEAST OF THE CENTER OF THE SAND ROAD, 13 FEET
 DD0869'EAST-NORTHEAST OF A 24 INCH PINE TREE, AND 4.7 FEET NORTHWEST OF A
 DD0869'POWER POLE.
 DD0869'THE MARK IS 5 FT  NW FROM  POLE WITH WITNESS SIGN
 DD0869
 DD0869                          STATION RECOVERY (1992)
 DD0869
 DD0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0869'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER STREET)
 DD0869'FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD0869'GEORGETOWN, THENCE 13.1 KM (8.15 MI) SOUTHERLY ALONG STATE HIGHWAY
 DD0869'S2218 (SOUTH ISLAND ROAD), THENCE 0.2 KM (0.10 MI) ACROSS THE
 DD0869'INTRACOASTAL WATERWAY FERRY AND A SAND ROAD, 22.3 M (73.2 FT)
 DD0869'NORTH-NORTHEAST OF THE ROAD CENTER, 3.5 M (11.5 FT) EAST-NORTHEAST OF
 DD0869'A 24-INCH PINE TREE, AND 1.3 M (4.3 FT) NORTHWEST OF A UTILITY POLE
 DD0869'WITH A WITNESS SIGN ATTACHED.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 DD0869'PVC PIPE AND IS RECESSED 0.04 M (0.13 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0870 ***********************************************************************
 DD0870  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0870  DESIGNATION -  866 2549 C TIDAL
 DD0870  PID         -  DD0870
 DD0870  STATE/COUNTY-  SC/GEORGETOWN
 DD0870  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0870
 DD0870                         *CURRENT SURVEY CONTROL
 DD0870  ___________________________________________________________________
 DD0870* NAD 83(1986)-  33 15 01.     (N)    079 16 01.     (W)     SCALED    
 DD0870* NAVD 88     -         1.154  (meters)       3.79   (feet)  ADJUSTED  
 DD0870  ___________________________________________________________________
 DD0870  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD0870  DYNAMIC HT  -           1.153 (meters)       3.78  (feet)  COMP
 DD0870  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DD0870
 DD0870  VERT ORDER  -  FIRST     CLASS II
 DD0870
 DD0870.The horizontal coordinates were scaled from a topographic map and have
 DD0870.an estimated accuracy of +/- 6 seconds.
 DD0870
 DD0870.The orthometric height was determined by differential leveling
 DD0870.and adjusted by the National Geodetic Survey in June 1991..
 DD0870
 DD0870.This Tidal Bench Mark is designated as VM 3936
 DD0870.by the Center for Operational Oceanographic Products and Services.
 DD0870
 DD0870.The geoid height was determined by GEOID03.
 DD0870
 DD0870.The dynamic height is computed by dividing the NAVD 88
 DD0870.geopotential number by the normal gravity value computed on the
 DD0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0870.degrees latitude (g = 980.6199 gals.).
 DD0870
 DD0870.The modeled gravity was interpolated from observed gravity values.
 DD0870
 DD0870;                    North         East    Units  Estimated Accuracy
 DD0870;SPC SC       -   158,490.      771,060.      MT  (+/- 180 meters Scaled)
 DD0870
 DD0870                          SUPERSEDED SURVEY CONTROL
 DD0870
 DD0870  NGVD 29 (03/21/89)    1.458  (m)            4.78   (f) ADJUSTED    1 2
 DD0870
 DD0870.Superseded values are not recommended for survey control.
 DD0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0870.See file dsdata.txt to determine how the superseded data were derived.
 DD0870
 DD0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS614803(NAD 83)
 DD0870_MARKER: DJ = TIDAL STATION DISK
 DD0870_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0870_SP_SET: COPPER-CLAD STEEL ROD
 DD0870_STAMPING: 2549 C 1976
 DD0870_MARK LOGO: NOS   
 DD0870_PROJECTION: FLUSH
 DD0870_MAGNETIC: I = MARKER IS A STEEL ROD
 DD0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0870+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD0870_ROD/PIPE-DEPTH: 9.75 meters
 DD0870
 DD0870  HISTORY     - Date     Condition        Report By
 DD0870  HISTORY     - 1976     MONUMENTED       NOS
 DD0870  HISTORY     - 1979     GOOD             NGS
 DD0870  HISTORY     - 19920817 GOOD             NGS
 DD0870
 DD0870                          STATION DESCRIPTION
 DD0870
 DD0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0870'9.9 MI SOUTH FROM GEORGETOWN.
 DD0870'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0870'1.9 MILES SOUTH ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR JUNCTION
 DD0870'IN GEORGETOWN, THENCE 7.9 MILES SOUTH ALONG SOUTH ISLAND ROAD TO THE
 DD0870'FERRY CROSSING AND THENCE 0.1 MILE SOUTHEAST ACROSS THE INTERCOASTAL
 DD0870'WATERWAY ALONG A SAND ROAD, 120 FEET SOUTH OF BENCH MARK 866-2549-B
 DD0870'TIDAL 36 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A GREEN CONCRETE
 DD0870'BLOCK HOUSE, 32.4 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 12.3 FEET
 DD0870'NORTHWEST OF THE CENTER OF A DRAINAGE DITCH, AND 5 FEET NORTH OF
 DD0870'A POWER POLE WITH A METER.
 DD0870'THE MARK IS 5 FT  N FROM  POLE WITH WITNESS SIGN
 DD0870
 DD0870                          STATION RECOVERY (1992)
 DD0870
 DD0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0870'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER STREET)
 DD0870'FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD0870'GEORGETOWN, THENCE 13.1 KM (8.15 MI) SOUTHERLY ALONG STATE HIGHWAY
 DD0870'S2218 (SOUTH ISLAND ROAD), THENCE 0.2 KM (0.10 MI) ACROSS THE
 DD0870'INTRACOASTAL WATERWAY FERRY AND A SAND ROAD, 11.0 M (36.1 FT)
 DD0870'SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 9.0 M (29.5 FT)
 DD0870'SOUTHWEST OF AND LEVEL WITH THE ROAD CENTER, 3.8 M (12.5 FT)
 DD0870'NORTHWEST OF THE CENTER OF A DITCH, AND 1.4 M (4.6 FT) NORTH OF A
 DD0870'UTILITY POLE WITH A WITNESS SIGN ATTACHED.  NOTE--THE DISK IS ENCASED
 DD0870'IN A 4-INCH PVC PIPE AND IS RECESSED 0.04 M (0.13 FT) BELOW THE
 DD0870'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0873 ***********************************************************************
 DD0873  DESIGNATION -  866 2549 E TIDAL
 DD0873  PID         -  DD0873
 DD0873  STATE/COUNTY-  SC/GEORGETOWN
 DD0873  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0873
 DD0873                         *CURRENT SURVEY CONTROL
 DD0873  ___________________________________________________________________
 DD0873* NAD 83(1986)-  33 15 01.     (N)    079 15 59.     (W)     SCALED    
 DD0873* NAVD 88     -         1.428  (meters)       4.68   (feet)  ADJUSTED  
 DD0873  ___________________________________________________________________
 DD0873  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD0873  DYNAMIC HT  -           1.426 (meters)       4.68  (feet)  COMP
 DD0873  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DD0873
 DD0873  VERT ORDER  -  FIRST     CLASS II
 DD0873
 DD0873.The horizontal coordinates were scaled from a topographic map and have
 DD0873.an estimated accuracy of +/- 6 seconds.
 DD0873
 DD0873.The orthometric height was determined by differential leveling
 DD0873.and adjusted by the National Geodetic Survey in June 1991..
 DD0873
 DD0873.The geoid height was determined by GEOID03.
 DD0873
 DD0873.The dynamic height is computed by dividing the NAVD 88
 DD0873.geopotential number by the normal gravity value computed on the
 DD0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0873.degrees latitude (g = 980.6199 gals.).
 DD0873
 DD0873.The modeled gravity was interpolated from observed gravity values.
 DD0873
 DD0873;                    North         East    Units  Estimated Accuracy
 DD0873;SPC SC       -   158,490.      771,120.      MT  (+/- 180 meters Scaled)
 DD0873
 DD0873                          SUPERSEDED SURVEY CONTROL
 DD0873
 DD0873  NGVD 29 (03/21/89)    1.732  (m)            5.68   (f) ADJUSTED    1 2
 DD0873
 DD0873.Superseded values are not recommended for survey control.
 DD0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0873.See file dsdata.txt to determine how the superseded data were derived.
 DD0873
 DD0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS614803(NAD 83)
 DD0873_MARKER: DJ = TIDAL STATION DISK
 DD0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0873_SP_SET: CONCRETE POST
 DD0873_STAMPING: 2549 E 1976
 DD0873_PROJECTION: FLUSH
 DD0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0873+STABILITY: SURFACE MOTION
 DD0873
 DD0873  HISTORY     - Date     Condition        Report By
 DD0873  HISTORY     - 1976     MONUMENTED       NOS
 DD0873  HISTORY     - 1979     GOOD             NGS
 DD0873  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD0873
 DD0873                          STATION DESCRIPTION
 DD0873
 DD0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0873'10.0 MI SOUTH FROM GEORGETOWN.
 DD0873'1.9 MILES SOUTH ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR JUNCTION
 DD0873'IN GEORGETOWN, THENCE 7.9 MILES SOUTH ALONG SOUTH ISLAND ROAD TO THE
 DD0873'FERRY CROSSING, AND THENCE 0.2 MILE SOUTHEAST ACROSS THE INTERCOASTAL
 DD0873'WATERWAY ALONG A SAND ROAD, 273 FEET EAST-NORTHEAST OF BENCH MARK
 DD0873'866-2549-D TIDAL, 66 FEET NORTHWEST OF A SIGN, CAUTION FERRY CROSSING,
 DD0873'58 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM A POWER POLE, AND
 DD0873'24.3 FEET NORTHEAST OF THE CENTER OF THE ROAD.
 DD0873'THE MARK IS 2 FT  SSW FROM A WITNESS POST.
 DD0873'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0873
 DD0873                          STATION RECOVERY (1992)
 DD0873
 DD0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0873'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0871 ***********************************************************************
 DD0871  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0871  DESIGNATION -  866 2549 TIDAL 1
 DD0871  PID         -  DD0871
 DD0871  STATE/COUNTY-  SC/GEORGETOWN
 DD0871  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0871
 DD0871                         *CURRENT SURVEY CONTROL
 DD0871  ___________________________________________________________________
 DD0871* NAD 83(1986)-  33 15 01.     (N)    079 16 01.     (W)     SCALED    
 DD0871* NAVD 88     -         1.299  (meters)       4.26   (feet)  ADJUSTED  
 DD0871  ___________________________________________________________________
 DD0871  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DD0871  DYNAMIC HT  -           1.297 (meters)       4.26  (feet)  COMP
 DD0871  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DD0871
 DD0871  VERT ORDER  -  FIRST     CLASS II
 DD0871
 DD0871.The horizontal coordinates were scaled from a topographic map and have
 DD0871.an estimated accuracy of +/- 6 seconds.
 DD0871
 DD0871.The orthometric height was determined by differential leveling
 DD0871.and adjusted by the National Geodetic Survey in June 1991..
 DD0871
 DD0871.This Tidal Bench Mark is designated as VM 3933
 DD0871.by the Center for Operational Oceanographic Products and Services.
 DD0871
 DD0871.The geoid height was determined by GEOID03.
 DD0871
 DD0871.The dynamic height is computed by dividing the NAVD 88
 DD0871.geopotential number by the normal gravity value computed on the
 DD0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0871.degrees latitude (g = 980.6199 gals.).
 DD0871
 DD0871.The modeled gravity was interpolated from observed gravity values.
 DD0871
 DD0871;                    North         East    Units  Estimated Accuracy
 DD0871;SPC SC       -   158,490.      771,060.      MT  (+/- 180 meters Scaled)
 DD0871
 DD0871                          SUPERSEDED SURVEY CONTROL
 DD0871
 DD0871  NGVD 29 (03/21/89)    1.603  (m)            5.26   (f) ADJUSTED    1 2
 DD0871
 DD0871.Superseded values are not recommended for survey control.
 DD0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0871.See file dsdata.txt to determine how the superseded data were derived.
 DD0871
 DD0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS614803(NAD 83)
 DD0871_MARKER: DJ = TIDAL STATION DISK
 DD0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0871_SP_SET: CONCRETE POST
 DD0871_STAMPING: BM 1 1935
 DD0871_PROJECTION: PROJECTING 20 CENTIMETERS
 DD0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0871+STABILITY: SURFACE MOTION
 DD0871
 DD0871  HISTORY     - Date     Condition        Report By
 DD0871  HISTORY     - 1935     MONUMENTED       CGS
 DD0871  HISTORY     - 1979     GOOD             NGS
 DD0871  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD0871
 DD0871                          STATION DESCRIPTION
 DD0871
 DD0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0871'10.0 MI SOUTH FROM GEORGETOWN.
 DD0871'1.9 MILES SOUTH ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR JUNCTION
 DD0871'IN GEORGETOWN, THENCE 7.9 MILES SOUTH ALONG SOUTH ISLAND ROAD TO THE
 DD0871'FERRY CROSSING, AND THENCE 0.1 MILE SOUTHEAST ACROSS THE INTERCOASTAL
 DD0871'WATERWAY ALONG A SAND ROAD, 99 FEET SOUTHEAST OF BENCH MARK
 DD0871'866-2549-C TIDAL, 23.1 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 31.5
 DD0871'FEET NORTHWEST OF BENCH MARK 866-2549-D TIDAL, 30.7 FEET NORTHEAST OF
 DD0871'POWER POLE NUMBER 40-5 A.
 DD0871'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0871
 DD0871                          STATION RECOVERY (1992)
 DD0871
 DD0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0871'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0887 ***********************************************************************
 DD0887  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0887  DESIGNATION -  866 2746 TIDAL WB 1
 DD0887  PID         -  DD0887
 DD0887  STATE/COUNTY-  SC/GEORGETOWN
 DD0887  USGS QUAD   -  SANTEE POINT (1973)
 DD0887
 DD0887                         *CURRENT SURVEY CONTROL
 DD0887  ___________________________________________________________________
 DD0887* NAD 83(1986)-  33 14 08.     (N)    079 12 15.     (W)     SCALED    
 DD0887* NAVD 88     -         1.216  (meters)       3.99   (feet)  ADJUSTED  
 DD0887  ___________________________________________________________________
 DD0887  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DD0887  DYNAMIC HT  -           1.215 (meters)       3.99  (feet)  COMP
 DD0887  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DD0887
 DD0887  VERT ORDER  -  FIRST     CLASS II
 DD0887
 DD0887.The horizontal coordinates were scaled from a topographic map and have
 DD0887.an estimated accuracy of +/- 6 seconds.
 DD0887
 DD0887.The orthometric height was determined by differential leveling
 DD0887.and adjusted by the National Geodetic Survey in June 1991..
 DD0887
 DD0887.This Tidal Bench Mark is designated as VM 586
 DD0887.by the Center for Operational Oceanographic Products and Services.
 DD0887
 DD0887.The geoid height was determined by GEOID03.
 DD0887
 DD0887.The dynamic height is computed by dividing the NAVD 88
 DD0887.geopotential number by the normal gravity value computed on the
 DD0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0887.degrees latitude (g = 980.6199 gals.).
 DD0887
 DD0887.The modeled gravity was interpolated from observed gravity values.
 DD0887
 DD0887;                    North         East    Units  Estimated Accuracy
 DD0887;SPC SC       -   156,960.      776,940.      MT  (+/- 180 meters Scaled)
 DD0887
 DD0887                          SUPERSEDED SURVEY CONTROL
 DD0887
 DD0887  NGVD 29 (03/21/89)    1.521  (m)            4.99   (f) ADJUSTED    1 2
 DD0887
 DD0887.Superseded values are not recommended for survey control.
 DD0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0887.See file dsdata.txt to determine how the superseded data were derived.
 DD0887
 DD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS673788(NAD 83)
 DD0887_MARKER: DJ = TIDAL STATION DISK
 DD0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0887_SP_SET: CONCRETE POST
 DD0887_STAMPING: WB NO 1 1975
 DD0887_PROJECTION: PROJECTING 10 CENTIMETERS
 DD0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0887+STABILITY: SURFACE MOTION
 DD0887
 DD0887  HISTORY     - Date     Condition        Report By
 DD0887  HISTORY     - 1975     MONUMENTED       NOS
 DD0887  HISTORY     - 1979     GOOD             NGS
 DD0887
 DD0887                          STATION DESCRIPTION
 DD0887
 DD0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0887'14.7 MI SOUTH FROM GEORGETOWN.
 DD0887'1.9 MILES SOUTH ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR JUNCTION IN
 DD0887'GEORGETOWN, THENCE 7.9 MILES SOUTH ALONG SOUTH ISLAND ROAD TO THE
 DD0887'FERRY CROSSING, THENCE 4.5 MILES SOUTHEAST ACROSS THE INTERCOASTAL
 DD0887'WATERWAY ALONG A SAND ROAD TO A T JUNCTION, AND THENCE 0.4 MILE
 DD0887'NORTH ALONG A SAND ROAD TO A DEAD END, 43 FEET NORTHWEST OF THE
 DD0887'NORTHWEST CORNER OF A WOODEN BOAT RAMP, 28 FEET EAST OF THE CENTER
 DD0887'OF THE ROAD, 5.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A WALKWAY
 DD0887'TO A DOCK, AND 2 FEET SOUTH OF THE SOUTH EDGE OF A WALKWAY TO A DOCK.
 DD0887'THE MARK IS 1 FT  E FROM A WITNESS POST.
 DD0887'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0884 ***********************************************************************
 DD0884  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0884  DESIGNATION -  866 2746 TIDAL WB 2
 DD0884  PID         -  DD0884
 DD0884  STATE/COUNTY-  SC/GEORGETOWN
 DD0884  USGS QUAD   -  SANTEE POINT (1973)
 DD0884
 DD0884                         *CURRENT SURVEY CONTROL
 DD0884  ___________________________________________________________________
 DD0884* NAD 83(1986)-  33 14 08.     (N)    079 12 16.     (W)     SCALED    
 DD0884* NAVD 88     -         1.344  (meters)       4.41   (feet)  ADJUSTED  
 DD0884  ___________________________________________________________________
 DD0884  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DD0884  DYNAMIC HT  -           1.343 (meters)       4.41  (feet)  COMP
 DD0884  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DD0884
 DD0884  VERT ORDER  -  FIRST     CLASS II
 DD0884
 DD0884.The horizontal coordinates were scaled from a topographic map and have
 DD0884.an estimated accuracy of +/- 6 seconds.
 DD0884
 DD0884.The orthometric height was determined by differential leveling
 DD0884.and adjusted by the National Geodetic Survey in June 1991..
 DD0884
 DD0884.This Tidal Bench Mark is designated as VM 587
 DD0884.by the Center for Operational Oceanographic Products and Services.
 DD0884
 DD0884.The geoid height was determined by GEOID03.
 DD0884
 DD0884.The dynamic height is computed by dividing the NAVD 88
 DD0884.geopotential number by the normal gravity value computed on the
 DD0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0884.degrees latitude (g = 980.6199 gals.).
 DD0884
 DD0884.The modeled gravity was interpolated from observed gravity values.
 DD0884
 DD0884;                    North         East    Units  Estimated Accuracy
 DD0884;SPC SC       -   156,960.      776,920.      MT  (+/- 180 meters Scaled)
 DD0884
 DD0884                          SUPERSEDED SURVEY CONTROL
 DD0884
 DD0884  NGVD 29 (03/21/89)    1.649  (m)            5.41   (f) ADJUSTED    1 2
 DD0884
 DD0884.Superseded values are not recommended for survey control.
 DD0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0884.See file dsdata.txt to determine how the superseded data were derived.
 DD0884
 DD0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS672788(NAD 83)
 DD0884_MARKER: DB = BENCH MARK DISK
 DD0884_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0884_SP_SET: COPPER-CLAD STEEL ROD
 DD0884_STAMPING: WB NO 2 1975
 DD0884_PROJECTION: FLUSH
 DD0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0884_ROD/PIPE-DEPTH: 9.75 meters
 DD0884
 DD0884  HISTORY     - Date     Condition        Report By
 DD0884  HISTORY     - 1975     MONUMENTED       NOS
 DD0884  HISTORY     - 1979     GOOD             NGS
 DD0884
 DD0884                          STATION DESCRIPTION
 DD0884
 DD0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0884'14.7 MI SOUTH FROM GEORGETOWN.
 DD0884'1.9 MILES SOUTH ALONG U.S. HIGHWAYS 17 AND 701 FROM THEIR JUNCTION
 DD0884'IN GEORGETOWN, THENCE 7.9 MILES SOUTH ALONG SOUTH ISLAND ROAD TO THE
 DD0884'FERRY CROSSING, THENCE 4.5 MILES SOUTHEAST ACROSS THE INTERCOASTAL
 DD0884'WATERWAY ALONG A SAND ROAD TO A T JUNCTION, AND THENCE 0.4 MILE
 DD0884'NORTH ALONG A SAND ROAD TO A DEAD END, 39 FEET SOUTHWEST OF THE
 DD0884'CENTER OF THE ROAD, 39 FEET EAST OF THE SOUTHEAST CORNER OF A GARAGE,
 DD0884'AND 3 FEET EAST OF A POWER POLE WITH A METER AND LIGHT.
 DD0884'THE MARK IS 3 FT  W FROM A WITNESS POST.
 DD0884'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0883 ***********************************************************************
 DD0883  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0883  DESIGNATION -  866 2746 TIDAL WB 3
 DD0883  PID         -  DD0883
 DD0883  STATE/COUNTY-  SC/GEORGETOWN
 DD0883  USGS QUAD   -  SANTEE POINT (1973)
 DD0883
 DD0883                         *CURRENT SURVEY CONTROL
 DD0883  ___________________________________________________________________
 DD0883* NAD 83(1986)-  33 14 06.     (N)    079 12 14.     (W)     SCALED    
 DD0883* NAVD 88     -         1.147  (meters)       3.76   (feet)  ADJUSTED  
 DD0883  ___________________________________________________________________
 DD0883  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DD0883  DYNAMIC HT  -           1.146 (meters)       3.76  (feet)  COMP
 DD0883  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DD0883
 DD0883  VERT ORDER  -  FIRST     CLASS II
 DD0883
 DD0883.The horizontal coordinates were scaled from a topographic map and have
 DD0883.an estimated accuracy of +/- 6 seconds.
 DD0883
 DD0883.The orthometric height was determined by differential leveling
 DD0883.and adjusted by the National Geodetic Survey in June 1991..
 DD0883
 DD0883.This Tidal Bench Mark is designated as VM 588
 DD0883.by the Center for Operational Oceanographic Products and Services.
 DD0883
 DD0883.The geoid height was determined by GEOID03.
 DD0883
 DD0883.The dynamic height is computed by dividing the NAVD 88
 DD0883.geopotential number by the normal gravity value computed on the
 DD0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0883.degrees latitude (g = 980.6199 gals.).
 DD0883
 DD0883.The modeled gravity was interpolated from observed gravity values.
 DD0883
 DD0883;                    North         East    Units  Estimated Accuracy
 DD0883;SPC SC       -   156,900.      776,970.      MT  (+/- 180 meters Scaled)
 DD0883
 DD0883                          SUPERSEDED SURVEY CONTROL
 DD0883
 DD0883  NGVD 29 (03/21/89)    1.451  (m)            4.76   (f) ADJUSTED    1 2
 DD0883
 DD0883.Superseded values are not recommended for survey control.
 DD0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0883.See file dsdata.txt to determine how the superseded data were derived.
 DD0883
 DD0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS673787(NAD 83)
 DD0883_MARKER: DJ = TIDAL STATION DISK
 DD0883_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0883_SP_SET: COPPER-CLAD STEEL ROD
 DD0883_STAMPING: WB NO 3 1975
 DD0883_PROJECTION: FLUSH
 DD0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0883_ROD/PIPE-DEPTH: 9.75 meters
 DD0883
 DD0883  HISTORY     - Date     Condition        Report By
 DD0883  HISTORY     - 1975     MONUMENTED       NOS
 DD0883  HISTORY     - 1979     GOOD             NGS
 DD0883
 DD0883                          STATION DESCRIPTION
 DD0883
 DD0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0883'14.7 MI SOUTH FROM GEORGETOWN.
 DD0883'1.9 SOUTH ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR JUNCTION IN
 DD0883'GEORGETOWN, THENCE 7.9 MILES SOUTH ALONG SOUTH ISLAND ROAD TO THE
 DD0883'FERRY CROSSING, THENCE 4.5 MILES SOUTHEAST ACROSS THE INTERCOASTAL
 DD0883'WATERWAY ALONG A SAND ROAD TO A T JUNCTION, AND THENCE 0.4 MILE
 DD0883'NORTH ALONG A SAND ROAD TO A DEAD END, 111 FEET NORTH OF BENCH
 DD0883'MARK 866-2746 TIDAL 4 WB, 52.5 FEET SOUTH OF BENCH MARK WINYAH BAY 1
 DD0883'(USE), 36 FEET EAST OF THE CENTER OF THE ROAD, AND 5.5 FEET SOUTH OF
 DD0883'A SMALL CEDAR TREE.
 DD0883'THE MARK IS 1 FT  N FROM A WITNESS POST.
 DD0883'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0882 ***********************************************************************
 DD0882  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0882  DESIGNATION -  866 2746 TIDAL WB 4
 DD0882  PID         -  DD0882
 DD0882  STATE/COUNTY-  SC/GEORGETOWN
 DD0882  USGS QUAD   -  SANTEE POINT (1973)
 DD0882
 DD0882                         *CURRENT SURVEY CONTROL
 DD0882  ___________________________________________________________________
 DD0882* NAD 83(1986)-  33 14 05.     (N)    079 12 17.     (W)     SCALED    
 DD0882* NAVD 88     -         1.101  (meters)       3.61   (feet)  ADJUSTED  
 DD0882  ___________________________________________________________________
 DD0882  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DD0882  DYNAMIC HT  -           1.100 (meters)       3.61  (feet)  COMP
 DD0882  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DD0882
 DD0882  VERT ORDER  -  FIRST     CLASS II
 DD0882
 DD0882.The horizontal coordinates were scaled from a topographic map and have
 DD0882.an estimated accuracy of +/- 6 seconds.
 DD0882
 DD0882.The orthometric height was determined by differential leveling
 DD0882.and adjusted by the National Geodetic Survey in June 1991..
 DD0882
 DD0882.This Tidal Bench Mark is designated as VM 589
 DD0882.by the Center for Operational Oceanographic Products and Services.
 DD0882
 DD0882.The geoid height was determined by GEOID03.
 DD0882
 DD0882.The dynamic height is computed by dividing the NAVD 88
 DD0882.geopotential number by the normal gravity value computed on the
 DD0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0882.degrees latitude (g = 980.6199 gals.).
 DD0882
 DD0882.The modeled gravity was interpolated from observed gravity values.
 DD0882
 DD0882;                    North         East    Units  Estimated Accuracy
 DD0882;SPC SC       -   156,860.      776,890.      MT  (+/- 180 meters Scaled)
 DD0882
 DD0882                          SUPERSEDED SURVEY CONTROL
 DD0882
 DD0882  NGVD 29 (03/21/89)    1.406  (m)            4.61   (f) ADJUSTED    1 2
 DD0882
 DD0882.Superseded values are not recommended for survey control.
 DD0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0882.See file dsdata.txt to determine how the superseded data were derived.
 DD0882
 DD0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS672787(NAD 83)
 DD0882_MARKER: DJ = TIDAL STATION DISK
 DD0882_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0882_SP_SET: COPPER-CLAD STEEL ROD
 DD0882_STAMPING: WB NO 4 1975
 DD0882_PROJECTION: FLUSH
 DD0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0882_ROD/PIPE-DEPTH: 9.75 meters
 DD0882
 DD0882  HISTORY     - Date     Condition        Report By
 DD0882  HISTORY     - 1975     MONUMENTED       NOS
 DD0882  HISTORY     - 1979     GOOD             NGS
 DD0882
 DD0882                          STATION DESCRIPTION
 DD0882
 DD0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0882'14.7 MI SOUTH FROM GEORGETOWN.
 DD0882'1.9 MILES SOUTH ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR JUNCTION
 DD0882'IN GEORGETOWN, THENCE 7.9 MILES SOUTH ALONG SOUTH ISLAND ROAD TO
 DD0882'THE FERRY CROSSING, THENCE 4.5 MILES SOUTHEAST ACROSS THE INTERCOASTAL
 DD0882'WATERWAY ALONG A SAND ROAD TO A T JUNCTION, AND THENCE 0.4 MILE
 DD0882'NORTH ALONG A SAND ROAD TO A DEAD END, 216 FEET EAST OF BENCH MARK
 DD0882'866-2746 TIDAL 5 WB, 111 FEET SOUTH OF BENCH MARK 866-2746 TIDAL 3 WB,
 DD0882'61.5 FEET EAST OF THE CENTER OF THE ROAD, AND 33 FEET SOUTHEAST OF
 DD0882'THE SOUTHEAST EDGE OF A GROUP OF CEDAR TREES.
 DD0882'THE MARK IS 2 FT  S FROM A WITNESS POST.
 DD0882'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0881 ***********************************************************************
 DD0881  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0881  DESIGNATION -  866 2746 TIDAL WB 5
 DD0881  PID         -  DD0881
 DD0881  STATE/COUNTY-  SC/GEORGETOWN
 DD0881  USGS QUAD   -  SANTEE POINT (1973)
 DD0881
 DD0881                         *CURRENT SURVEY CONTROL
 DD0881  ___________________________________________________________________
 DD0881* NAD 83(1986)-  33 14 04.     (N)    079 12 18.     (W)     SCALED    
 DD0881* NAVD 88     -         0.746  (meters)       2.45   (feet)  ADJUSTED  
 DD0881  ___________________________________________________________________
 DD0881  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DD0881  DYNAMIC HT  -           0.745 (meters)       2.44  (feet)  COMP
 DD0881  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DD0881
 DD0881  VERT ORDER  -  FIRST     CLASS II
 DD0881
 DD0881.The horizontal coordinates were scaled from a topographic map and have
 DD0881.an estimated accuracy of +/- 6 seconds.
 DD0881
 DD0881.The orthometric height was determined by differential leveling
 DD0881.and adjusted by the National Geodetic Survey in June 1991..
 DD0881
 DD0881.This Tidal Bench Mark is designated as VM 590
 DD0881.by the Center for Operational Oceanographic Products and Services.
 DD0881
 DD0881.The geoid height was determined by GEOID03.
 DD0881
 DD0881.The dynamic height is computed by dividing the NAVD 88
 DD0881.geopotential number by the normal gravity value computed on the
 DD0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0881.degrees latitude (g = 980.6199 gals.).
 DD0881
 DD0881.The modeled gravity was interpolated from observed gravity values.
 DD0881
 DD0881;                    North         East    Units  Estimated Accuracy
 DD0881;SPC SC       -   156,830.      776,870.      MT  (+/- 180 meters Scaled)
 DD0881
 DD0881                          SUPERSEDED SURVEY CONTROL
 DD0881
 DD0881  NGVD 29 (03/21/89)    1.051  (m)            3.45   (f) ADJUSTED    1 2
 DD0881
 DD0881.Superseded values are not recommended for survey control.
 DD0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0881.See file dsdata.txt to determine how the superseded data were derived.
 DD0881
 DD0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS672787(NAD 83)
 DD0881_MARKER: DJ = TIDAL STATION DISK
 DD0881_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0881_SP_SET: COPPER-CLAD STEEL ROD
 DD0881_STAMPING: WB NO 5 1975
 DD0881_PROJECTION: FLUSH
 DD0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0881_ROD/PIPE-DEPTH: 9.75 meters
 DD0881
 DD0881  HISTORY     - Date     Condition        Report By
 DD0881  HISTORY     - 1975     MONUMENTED       NOS
 DD0881  HISTORY     - 1979     GOOD             NGS
 DD0881
 DD0881                          STATION DESCRIPTION
 DD0881
 DD0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0881'14.7 MI SOUTH FROM GEORGETOWN.
 DD0881'1.9 MILES SOUTH ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR JUNCTION IN
 DD0881'GEORGETOWN, THENCE 7.9 MILES SOUTH ALONG SOUTH ISLAND ROAD TO THE
 DD0881'FERRY CROSSING, AND THENCE 4.5 MILES SOUTHEAST ACROSS THE INTERCOASTAL
 DD0881'WATERWAY ALONG A SAND ROAD TO A T JUNCTION, AND THENCE 0.4 MILE
 DD0881'NORTH ALONG A SAND ROAD TO A DEAD END, 216 FEET WEST OF 866-2746 TIDAL
 DD0881'4 WB, 129 FEET NORTH OF A 24 INCH PALMETTO TREE, 120.5 FEET WEST-
 DD0881'WEST-NORTHWEST OF THE CENTER OF THE ROAD, AND 4 FEET SOUTHWEST OF A
 DD0881'POWER POLE.
 DD0881'THE MARK IS 1 FT  N FROM A WITNESS POST.
 DD0881'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0339 ***********************************************************************
 DD0339  DESIGNATION -  866 2793 TIDAL 2
 DD0339  PID         -  DD0339
 DD0339  STATE/COUNTY-  SC/GEORGETOWN
 DD0339  USGS QUAD   -  SANTEE (1973)
 DD0339
 DD0339                         *CURRENT SURVEY CONTROL
 DD0339  ___________________________________________________________________
 DD0339* NAD 83(1986)-  33 12 36.     (N)    079 23 00.     (W)     SCALED    
 DD0339* NAVD 88     -         4.297  (meters)      14.10   (feet)  POSTED    
 DD0339  ___________________________________________________________________
 DD0339  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DD0339  DYNAMIC HT  -           4.290 (meters)      14.07  (feet)  COMP
 DD0339  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 DD0339
 DD0339  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DD0339
 DD0339.The horizontal coordinates were scaled from a topographic map and have
 DD0339.an estimated accuracy of +/- 6 seconds.
 DD0339
 DD0339.The orthometric height was determined by differential leveling
 DD0339.and adjusted by the National Geodetic Survey in 1992..
 DD0339.No vertical observational check was made to the station.
 DD0339.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DD0339.was located on a no-check spur therefore a value was not computed.
 DD0339
 DD0339.The geoid height was determined by GEOID03.
 DD0339
 DD0339.The dynamic height is computed by dividing the NAVD 88
 DD0339.geopotential number by the normal gravity value computed on the
 DD0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0339.degrees latitude (g = 980.6199 gals.).
 DD0339
 DD0339.The modeled gravity was interpolated from observed gravity values.
 DD0339
 DD0339;                    North         East    Units  Estimated Accuracy
 DD0339;SPC SC       -   153,850.      760,290.      MT  (+/- 180 meters Scaled)
 DD0339
 DD0339                          SUPERSEDED SURVEY CONTROL
 DD0339
 DD0339  NGVD 29 (03/21/89)    4.601  (m)           15.10   (f) ADJUSTED    1 1
 DD0339
 DD0339.Superseded values are not recommended for survey control.
 DD0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0339.See file dsdata.txt to determine how the superseded data were derived.
 DD0339
 DD0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS506757(NAD 83)
 DD0339_MARKER: DJ = TIDAL STATION DISK
 DD0339_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DD0339_STAMPING: NO 2 1935
 DD0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0339
 DD0339  HISTORY     - Date     Condition        Report By
 DD0339  HISTORY     - 1935     MONUMENTED       CGS
 DD0339  HISTORY     - 1962     GOOD             NGS
 DD0339  HISTORY     - 1974     GOOD             NGS
 DD0339  HISTORY     - 1979     MARK NOT FOUND   NGS
 DD0339  HISTORY     - 1987     MARK NOT FOUND   SCGS
 DD0339
 DD0339                          STATION DESCRIPTION
 DD0339
 DD0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0339'12.6 MI SW FROM GEORGETOWN.
 DD0339'12.6 MILES SOUTHWEST ALONG U.S. HIGHWAYS 17 AND 701 FROM THE
 DD0339'JUNCTION OF U.S. HIGHWAYS 17 AND 701 AT GEORGETOWN, 22.5 FEET
 DD0339'NORTHWEST OF CENTER LINE OF OLD HIGHWAY, 87 FEET SOUTHEAST OF
 DD0339'SOUTHEAST LEG OF BRIDGE OVER NORTH SANTEE RIVER, ABOUT 12 FEET
 DD0339'BELOW LEVEL OF HIGHWAY, AND SET IN A CONCRETE MASS BETWEEN THE
 DD0339'OLD AND NEW HIGHWAYS.
 DD0339
 DD0339                          STATION RECOVERY (1974)
 DD0339
 DD0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DD0339'RECOVERED IN GOOD CONDITION.
 DD0339
 DD0339                          STATION RECOVERY (1979)
 DD0339
 DD0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0339'NOT RECOVERED.  NOTE=A NEW BRIDGE WAS SET IN AREA DESCRIBED.  NOT
 DD0339'SURE OF ARCHIVE NUMBER, LITHO AND ARCHIVE LISTS DIFFERENT.
 DD0339
 DD0339                          STATION RECOVERY (1987)
 DD0339
 DD0339'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD0339'NOT RECOVERED, PRESUMED DESTROYED BY CONSTRUCTION OF U.S. HWYS 17
 DD0339'AND 701 NORTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0943 ***********************************************************************
 DD0943  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0943  DESIGNATION -  866 2793 TIDAL NSB 1
 DD0943  PID         -  DD0943
 DD0943  STATE/COUNTY-  SC/GEORGETOWN
 DD0943  USGS QUAD   -  SANTEE (1973)
 DD0943
 DD0943                         *CURRENT SURVEY CONTROL
 DD0943  ___________________________________________________________________
 DD0943* NAD 83(1986)-  33 12 37.     (N)    079 23 00.     (W)     SCALED    
 DD0943* NAVD 88     -        10.826  (meters)      35.52   (feet)  ADJUSTED  
 DD0943  ___________________________________________________________________
 DD0943  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DD0943  DYNAMIC HT  -          10.814 (meters)      35.48  (feet)  COMP
 DD0943  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 DD0943
 DD0943  VERT ORDER  -  FIRST     CLASS II
 DD0943
 DD0943.The horizontal coordinates were scaled from a topographic map and have
 DD0943.an estimated accuracy of +/- 6 seconds.
 DD0943
 DD0943.The orthometric height was determined by differential leveling
 DD0943.and adjusted by the National Geodetic Survey in June 1991..
 DD0943
 DD0943.This Tidal Bench Mark is designated as VM 12077
 DD0943.by the Center for Operational Oceanographic Products and Services.
 DD0943
 DD0943.The geoid height was determined by GEOID03.
 DD0943
 DD0943.The dynamic height is computed by dividing the NAVD 88
 DD0943.geopotential number by the normal gravity value computed on the
 DD0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0943.degrees latitude (g = 980.6199 gals.).
 DD0943
 DD0943.The modeled gravity was interpolated from observed gravity values.
 DD0943
 DD0943;                    North         East    Units  Estimated Accuracy
 DD0943;SPC SC       -   153,880.      760,290.      MT  (+/- 180 meters Scaled)
 DD0943
 DD0943                          SUPERSEDED SURVEY CONTROL
 DD0943
 DD0943  NGVD 29 (03/21/89)   11.129  (m)           36.51   (f) ADJUSTED    1 2
 DD0943
 DD0943.Superseded values are not recommended for survey control.
 DD0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0943.See file dsdata.txt to determine how the superseded data were derived.
 DD0943
 DD0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS506757(NAD 83)
 DD0943_MARKER: DJ = TIDAL STATION DISK
 DD0943_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD0943_SP_SET: ABUTMENT
 DD0943_STAMPING: N.S.B. NO. 1 1975
 DD0943_MARK LOGO: NOS   
 DD0943_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0943+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 DD0943
 DD0943  HISTORY     - Date     Condition        Report By
 DD0943  HISTORY     - 1975     MONUMENTED       NOS
 DD0943  HISTORY     - 1979     GOOD             NGS
 DD0943  HISTORY     - 1987     GOOD             SCGS
 DD0943  HISTORY     - 1989     GOOD             USPSQD
 DD0943  HISTORY     - 19920817 GOOD             NGS
 DD0943  HISTORY     - 20040606 GOOD             USPSQD
 DD0943
 DD0943                          STATION DESCRIPTION
 DD0943
 DD0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0943'12.9 MI SW FROM GEORGETOWN.
 DD0943'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DD0943'12.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR
 DD0943'JUNCTION IN GEORGETOWN.  SET IN TOP OF THE NORTHWEST END OF THE
 DD0943'NORTHEAST BRIDGE ABUTMENT FOR THE SOUTHBOUND LANE OF THE HIGHWAY OVER
 DD0943'NORTH SANTEE RIVER.
 DD0943
 DD0943                          STATION RECOVERY (1987)
 DD0943
 DD0943'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD0943'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 DD0943'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 21.0 KM
 DD0943'(13.05 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS 17 AND
 DD0943'701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521
 DD0943'(HIGHMARKET STREET) IN GEORGETOWN, SET IN THE NORTHWEST END OF THE
 DD0943'NORTHEAST ABUTMENT OF THE SOUTHBOUND HIGHWAY BRIDGE OVER THE NORTH
 DD0943'SANTEE RIVER.
 DD0943'THE MARK IS 0.34 METERS  S FROM  A WITNESS POST
 DD0943
 DD0943                          STATION RECOVERY (1989)
 DD0943
 DD0943'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0943'RECOVERED IN GOOD CONDITION.
 DD0943
 DD0943                          STATION RECOVERY (1992)
 DD0943
 DD0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0943'21.1 KM (13.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD0943'OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN GEORGETOWN, IN TOP OF
 DD0943'AND 1.7 M (5.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 DD0943'CONCRETE ABUTMENT OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING THE NORTH
 DD0943'SANTEE RIVER, 4.8 M (15.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 DD0943'SOUTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 DD0943'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 DD0943
 DD0943                          STATION RECOVERY (2004)
 DD0943
 DD0943'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 DD0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0942 ***********************************************************************
 DD0942  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0942  DESIGNATION -  866 2793 TIDAL NSB 3
 DD0942  PID         -  DD0942
 DD0942  STATE/COUNTY-  SC/GEORGETOWN
 DD0942  USGS QUAD   -  SANTEE (1973)
 DD0942
 DD0942                         *CURRENT SURVEY CONTROL
 DD0942  ___________________________________________________________________
 DD0942* NAD 83(1986)-  33 13 02.     (N)    079 22 48.     (W)     SCALED    
 DD0942* NAVD 88     -         7.395  (meters)      24.26   (feet)  ADJUSTED  
 DD0942  ___________________________________________________________________
 DD0942  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DD0942  DYNAMIC HT  -           7.388 (meters)      24.24  (feet)  COMP
 DD0942  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 DD0942
 DD0942  VERT ORDER  -  FIRST     CLASS II
 DD0942
 DD0942.The horizontal coordinates were scaled from a topographic map and have
 DD0942.an estimated accuracy of +/- 6 seconds.
 DD0942
 DD0942.The orthometric height was determined by differential leveling
 DD0942.and adjusted by the National Geodetic Survey in June 1991..
 DD0942
 DD0942.This Tidal Bench Mark is designated as VM 12079
 DD0942.by the Center for Operational Oceanographic Products and Services.
 DD0942
 DD0942.The geoid height was determined by GEOID03.
 DD0942
 DD0942.The dynamic height is computed by dividing the NAVD 88
 DD0942.geopotential number by the normal gravity value computed on the
 DD0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0942.degrees latitude (g = 980.6199 gals.).
 DD0942
 DD0942.The modeled gravity was interpolated from observed gravity values.
 DD0942
 DD0942;                    North         East    Units  Estimated Accuracy
 DD0942;SPC SC       -   154,650.      760,590.      MT  (+/- 180 meters Scaled)
 DD0942
 DD0942                          SUPERSEDED SURVEY CONTROL
 DD0942
 DD0942  NGVD 29 (03/21/89)    7.699  (m)           25.26   (f) ADJUSTED    1 2
 DD0942
 DD0942.Superseded values are not recommended for survey control.
 DD0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0942.See file dsdata.txt to determine how the superseded data were derived.
 DD0942
 DD0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS509765(NAD 83)
 DD0942_MARKER: DJ = TIDAL STATION DISK
 DD0942_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0942_SP_SET: COPPER-CLAD STEEL ROD
 DD0942_STAMPING: N.S.B. NO. 3 1975
 DD0942_MARK LOGO: NOS   
 DD0942_PROJECTION: FLUSH
 DD0942_MAGNETIC: I = MARKER IS A STEEL ROD
 DD0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0942+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD0942_ROD/PIPE-DEPTH: 6.10 meters
 DD0942
 DD0942  HISTORY     - Date     Condition        Report By
 DD0942  HISTORY     - 1975     MONUMENTED       NOS
 DD0942  HISTORY     - 1979     GOOD             NGS
 DD0942  HISTORY     - 1987     GOOD             SCGS
 DD0942  HISTORY     - 1989     GOOD             USPSQD
 DD0942  HISTORY     - 19920817 GOOD             NGS
 DD0942
 DD0942                          STATION DESCRIPTION
 DD0942
 DD0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0942'12.4 MI SW FROM GEORGETOWN.
 DD0942'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD0942'12.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR
 DD0942'JUNCTION IN GEORGETOWN.  SET AT A POWER POLE WITH A CANISTER LP 13,
 DD0942'AND AT A DIRT ROAD LEADING SOUTHWEST, 77 FEET SOUTHWEST OF THE
 DD0942'JUNCTIONS OF THE CENTERLINES, 55 FEET WEST OF THE CENTERLINE OF THE
 DD0942'SOUTH BOUND LANES OF THE HIGHWAY, 12.5 FEET EAST-SOUTHEAST OF THE
 DD0942'CENTER OF THE ROAD, AND 3 FEET NORTH-NORTHWEST OF THE POLE.
 DD0942'THE MARK IS 2 FT  S FROM A WITNESS POST.
 DD0942
 DD0942                          STATION RECOVERY (1987)
 DD0942
 DD0942'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD0942'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD0942'RECOVERED IN GOOD CONDTION.  A NEW DESCRIPTION AS FOLLOWS, 20.2 KM
 DD0942'(12.55 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAYS 17 AND
 DD0942'701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521
 DD0942'(HIGHMARKET STREET) IN GEORGETOWN, SET NEAR A POWER POLE RISER 1/40,
 DD0942'TELEPHONE JUNCTION BOX NUMBER 232 AND TWO 8-FOOT POSTS SUPPORTING
 DD0942'TELEPHONE LINE EQUIPMENT IN THE WEST-SOUTHWEST ANGLE OF A SAND ROAD
 DD0942'FORK LEADING WEST-SOUTHWEST, 0.25 KM (0.15 MI) SOUTH OF THE JUNCTION
 DD0942'OF STATE ROAD 30, 16.5 METERS (54.1 FT) WEST-NORTHWEST OF THE CENTER
 DD0942'OF THE SOUTHBOUND LANES OF HIGHWAY, 3.8 METERS (12.5 FT) SOUTHEAST OF
 DD0942'THE CENTER OF THE SAND ROAD, 1.05 METERS (3.4 FT) NORTHWEST OF THE
 DD0942'POWER POLE, 2.52 METERS (8.3 FT) NORTH OF THE SOUTH 8-FOOT POST, 1.0
 DD0942'METER (3.3 FT) WEST OF THE NORTH 8-FOOT POST, 1.45 METERS (4.8 FT)
 DD0942'NORTH-NORTHWEST OF THE NORTHWEST CORNER THE JUNCTION BOX.
 DD0942'THE MARK IS 0.25 METERS  SSW FROM  A WITNESS POST
 DD0942
 DD0942                          STATION RECOVERY (1989)
 DD0942
 DD0942'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0942'RECOVERED IN GOOD CONDITION.
 DD0942
 DD0942                          STATION RECOVERY (1992)
 DD0942
 DD0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0942'20.2 KM (12.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER
 DD0942'STREET)FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD0942'GEORGETOWN, 16.5 NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 DD0942'OF THE HIGHWAY, 3.8 M (12.5 FT) SOUTHEAST OF THE CENTER OF A SAND
 DD0942'ROAD, 1.5 M (4.9 FT) NORTHWEST OF UNDERGROUND CABLE JUNCTION BOX
 DD0942'NUMBER 232, 1.1 M (3.6 FT) NORTHWEST OF UTILITY POLE NUMBER 40, 1.0 M
 DD0942'(3.3 FT) WEST OF A UTILITY POLE STUB WITH PRESSURE CANISTER NUMBER
 DD0942'T205 ATTACHED, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3
 DD0942'M (1.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 DD0942'A 5-INCH PVC PIPE AND PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND
 DD0942'SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2014 ***********************************************************************
 DD2014  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2014  DESIGNATION -  866 2793 TIDAL NSB 2
 DD2014  PID         -  DD2014
 DD2014  STATE/COUNTY-  SC/GEORGETOWN
 DD2014  USGS QUAD   -  SANTEE (1973)
 DD2014
 DD2014                         *CURRENT SURVEY CONTROL
 DD2014  ___________________________________________________________________
 DD2014* NAD 83(1986)-  33 12 44.     (N)    079 22 54.     (W)     SCALED    
 DD2014* NAVD 88     -         2.897  (meters)       9.50   (feet)  ADJUSTED  
 DD2014  ___________________________________________________________________
 DD2014  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DD2014  DYNAMIC HT  -           2.894 (meters)       9.49  (feet)  COMP
 DD2014  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DD2014
 DD2014  VERT ORDER  -  FIRST     CLASS II
 DD2014
 DD2014.The horizontal coordinates were scaled from a topographic map and have
 DD2014.an estimated accuracy of +/- 6 seconds.
 DD2014
 DD2014.The orthometric height was determined by differential leveling
 DD2014.and adjusted by the National Geodetic Survey in June 1991..
 DD2014
 DD2014.This Tidal Bench Mark is designated as VM 12078
 DD2014.by the Center for Operational Oceanographic Products and Services.
 DD2014
 DD2014.The geoid height was determined by GEOID03.
 DD2014
 DD2014.The dynamic height is computed by dividing the NAVD 88
 DD2014.geopotential number by the normal gravity value computed on the
 DD2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2014.degrees latitude (g = 980.6199 gals.).
 DD2014
 DD2014.The modeled gravity was interpolated from observed gravity values.
 DD2014
 DD2014;                    North         East    Units  Estimated Accuracy
 DD2014;SPC SC       -   154,100.      760,440.      MT  (+/- 180 meters Scaled)
 DD2014
 DD2014                          SUPERSEDED SURVEY CONTROL
 DD2014
 DD2014  NGVD 29 (03/21/89)    3.201  (m)           10.50   (f) ADJUSTED    1 2
 DD2014
 DD2014.Superseded values are not recommended for survey control.
 DD2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2014.See file dsdata.txt to determine how the superseded data were derived.
 DD2014
 DD2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS508759(NAD 83)
 DD2014_MARKER: DJ = TIDAL STATION DISK
 DD2014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2014_SP_SET: COPPER-CLAD STEEL ROD
 DD2014_STAMPING: N.S.B. NO. 2 1975
 DD2014_MARK LOGO: NOS   
 DD2014_PROJECTION: FLUSH
 DD2014_MAGNETIC: I = MARKER IS A STEEL ROD
 DD2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2014+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD2014_ROD/PIPE-DEPTH: 12.2 meters
 DD2014
 DD2014  HISTORY     - Date     Condition        Report By
 DD2014  HISTORY     - 1975     MONUMENTED       NOS
 DD2014  HISTORY     - 1987     GOOD             SCGS
 DD2014  HISTORY     - 1989     GOOD             USPSQD
 DD2014  HISTORY     - 19920817 GOOD             NGS
 DD2014
 DD2014                          STATION DESCRIPTION
 DD2014
 DD2014'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2014'20.0 KM (12.4 MI) SSW FROM GEORGETOWN.
 DD2014'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DD2014'20.75 KM (12.9 MI) SOUTHERLY AND SOUTHWESTERLY ALONG U.S. HIGHWAS 17
 DD2014'AND 701 (SOUTH FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521
 DD2014'(HIGHMARKET STREET) IN GEORGETOWN, SET NEAR A BOARD FENCE IN THE
 DD2014'NORTH ANGLE OF A SAND ROAD INTO THE HOPSEWEE PLANTATION, 0.25 KM
 DD2014'(0.15 MI) NORTHEAST OF THE NORTHEAST END OF THE NORTH SANTEE RIVER
 DD2014'BRIDGE, 15.5 METERS (50.9 FT) NORTHWEST OF THE CENTER OF THE
 DD2014'SOUTHBOUND LANES OF THE HIGHWAY, 13.4 METERS (44.0 FT) NORTHEAST OF
 DD2014'THE CENTER OF THE SAND ROAD, 1.45 METERS (4.8 FT) NORTHWEST OF THE
 DD2014'FENCE, 11.46 METERS (37.6 FT) EAST OF A WOODEN SIGN STATING THE HOURS
 DD2014'AND FEES FOR THE PLANTATION, 6.85 METERS (22.5 FT) SOUTHWEST OF THE
 DD2014'NORTHWEST ONE OF TWO RIGHT OF WAY MARKERS PROJECTING 8-INCHES.
 DD2014'THE MARK IS 1.66 METERS  NNW FROM  A WITNESS POST
 DD2014
 DD2014                          STATION RECOVERY (1989)
 DD2014
 DD2014'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2014'RECOVERED IN GOOD CONDITION.
 DD2014
 DD2014                          STATION RECOVERY (1992)
 DD2014
 DD2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2014'20.8 KM (12.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER
 DD2014'STREET)FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD2014'GEORGETOWN, 0.3 KM (0.20 MI) NORTHEAST OF THE NORTHEAST END OF A
 DD2014'HIGHWAY BRIDGE SPANNING THE NORTH SANTEE RIVER, 15.5 M (50.9 FT)
 DD2014'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 DD2014'13.4 M (44.0 FT) NORTHEAST OF THE CENTER OF THE HOPSEWEE PLANTATION
 DD2014'ENTRANCE ROAD, 11.5 M (37.7 FT) EAST OF A SIGN (PLANTATION HOURS AND
 DD2014'FEES), 6.9 M (22.6 FT) SOUTHWEST OF THE MOST NORTHEASTERLY OF 2
 DD2014'RIGHT-OF-WAY MARKERS, 1.5 M (4.9 FT) NORTHEAST OF A WITNESS POST AND
 DD2014'FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE
 DD2014'DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.03 M (0.10 FT)
 DD2014'BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2004 ***********************************************************************
 DD2004  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2004  DESIGNATION -  866 2796 B TIDAL
 DD2004  PID         -  DD2004
 DD2004  STATE/COUNTY-  SC/GEORGETOWN
 DD2004  USGS QUAD   -  MINIM ISLAND (1973)
 DD2004
 DD2004                         *CURRENT SURVEY CONTROL
 DD2004  ___________________________________________________________________
 DD2004* NAD 83(1986)-  33 11 43.     (N)    079 16 26.     (W)     SCALED    
 DD2004* NAVD 88     -         1.061  (meters)       3.48   (feet)  ADJUSTED  
 DD2004  ___________________________________________________________________
 DD2004  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD2004  DYNAMIC HT  -           1.059 (meters)       3.47  (feet)  COMP
 DD2004  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DD2004
 DD2004  VERT ORDER  -  FIRST     CLASS II
 DD2004
 DD2004.The horizontal coordinates were scaled from a topographic map and have
 DD2004.an estimated accuracy of +/- 6 seconds.
 DD2004
 DD2004.The orthometric height was determined by differential leveling
 DD2004.and adjusted by the National Geodetic Survey in June 1991..
 DD2004
 DD2004.This Tidal Bench Mark is designated as VM 3958
 DD2004.by the Center for Operational Oceanographic Products and Services.
 DD2004
 DD2004.The geoid height was determined by GEOID03.
 DD2004
 DD2004.The dynamic height is computed by dividing the NAVD 88
 DD2004.geopotential number by the normal gravity value computed on the
 DD2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2004.degrees latitude (g = 980.6199 gals.).
 DD2004
 DD2004.The modeled gravity was interpolated from observed gravity values.
 DD2004
 DD2004;                    North         East    Units  Estimated Accuracy
 DD2004;SPC SC       -   152,380.      770,520.      MT  (+/- 180 meters Scaled)
 DD2004
 DD2004                          SUPERSEDED SURVEY CONTROL
 DD2004
 DD2004  NGVD 29 (03/21/89)    1.365  (m)            4.48   (f) ADJUSTED    1 2
 DD2004
 DD2004.Superseded values are not recommended for survey control.
 DD2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2004.See file dsdata.txt to determine how the superseded data were derived.
 DD2004
 DD2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS609742(NAD 83)
 DD2004_MARKER: DJ = TIDAL STATION DISK
 DD2004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD2004_SP_SET: STAINLESS STEEL ROD
 DD2004_STAMPING: 2796 B 1982
 DD2004_MARK LOGO: NOS   
 DD2004_PROJECTION: RECESSED 4 CENTIMETERS
 DD2004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2004_ROD/PIPE-DEPTH: 9.8  meters
 DD2004
 DD2004  HISTORY     - Date     Condition        Report By
 DD2004  HISTORY     - 1982     MONUMENTED       NOS
 DD2004  HISTORY     - 1987     GOOD             SCGS
 DD2004  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD2004
 DD2004                          STATION DESCRIPTION
 DD2004
 DD2004'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2004'19.9 KM (12.35 MI) SOUTH FROM GEORGETOWN.
 DD2004'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2004'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2004'STREET) IN GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD),
 DD2004'KEEP LEFT 12.05 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18,
 DD2004'THENCE 4.5 KM (2.8 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 30, THENCE
 DD2004'1.3 KM (0.8 MI) EASTERLY ALONG A SAND ROAD (OLD ANNANDALE ROAD) INTO
 DD2004'THE ANNANDALE PLANTATION, THENCE 1.35 KM (0.85 MI) SOUTH ALONG A SAND
 DD2004'ROAD (RED GATE LANE), THENCE 0.5 KM (0.3 MI) EAST ALONG A SAND T-ROAD
 DD2004'(INSIDE BANK ROAD), THENCE 1.55 KM (0.95 MI) SOUTH ALONG A DIKE ROAD
 DD2004'(FARM ROAD), THENCE 0.55 KM (0.35 MI) EASTERLY ALONG A DIKE ROAD
 DD2004'(OUTSIDE BANK ROAD), SET IN THE EAST ANGLE OF A TURN-AROUND AT A
 DD2004'LOOKOUT TOWER, 5.22 METERS (17.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 DD2004'THE ROAD, 17.0 METERS (55.8 FT) EAST-NORTHEAST OF AN UNIDENTIFIED
 DD2004'TREE IN A CLUSTER OF WILD CHERRY TREES, 42.5 METERS (139.4 FT)
 DD2004'NORTHWEST OF THE NORTHWEST LEG OF THE TOWER, 16.6 METERS (54.5 FT)
 DD2004'EAST-NORTHEAST OF TIDAL BENCH MARK 866 2796 A TIDAL.
 DD2004'THE MARK IS 0.16 METERS  WNW FROM  A WITNESS POST
 DD2004'THE MARK IS 0.8 M BELOW THE ROAD.
 DD2004
 DD2004                          STATION RECOVERY (1992)
 DD2004
 DD2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2004'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2002 ***********************************************************************
 DD2002  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2002  DESIGNATION -  866 2796 TIDAL MC 1
 DD2002  PID         -  DD2002
 DD2002  STATE/COUNTY-  SC/GEORGETOWN
 DD2002  USGS QUAD   -  MINIM ISLAND (1973)
 DD2002
 DD2002                         *CURRENT SURVEY CONTROL
 DD2002  ___________________________________________________________________
 DD2002* NAD 83(1986)-  33 11 43.     (N)    079 16 30.     (W)     SCALED    
 DD2002* NAVD 88     -         1.602  (meters)       5.26   (feet)  ADJUSTED  
 DD2002  ___________________________________________________________________
 DD2002  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD2002  DYNAMIC HT  -           1.601 (meters)       5.25  (feet)  COMP
 DD2002  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DD2002
 DD2002  VERT ORDER  -  FIRST     CLASS II
 DD2002
 DD2002.The horizontal coordinates were scaled from a topographic map and have
 DD2002.an estimated accuracy of +/- 6 seconds.
 DD2002
 DD2002.The orthometric height was determined by differential leveling
 DD2002.and adjusted by the National Geodetic Survey in June 1991..
 DD2002
 DD2002.This Tidal Bench Mark is designated as VM 3954
 DD2002.by the Center for Operational Oceanographic Products and Services.
 DD2002
 DD2002.The geoid height was determined by GEOID03.
 DD2002
 DD2002.The dynamic height is computed by dividing the NAVD 88
 DD2002.geopotential number by the normal gravity value computed on the
 DD2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2002.degrees latitude (g = 980.6199 gals.).
 DD2002
 DD2002.The modeled gravity was interpolated from observed gravity values.
 DD2002
 DD2002;                    North         East    Units  Estimated Accuracy
 DD2002;SPC SC       -   152,380.      770,420.      MT  (+/- 180 meters Scaled)
 DD2002
 DD2002                          SUPERSEDED SURVEY CONTROL
 DD2002
 DD2002  NGVD 29 (03/21/89)    1.906  (m)            6.25   (f) ADJUSTED    1 2
 DD2002
 DD2002.Superseded values are not recommended for survey control.
 DD2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2002.See file dsdata.txt to determine how the superseded data were derived.
 DD2002
 DD2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS607742(NAD 83)
 DD2002_MARKER: DJ = TIDAL STATION DISK
 DD2002_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2002_SP_SET: COPPER-CLAD STEEL ROD
 DD2002_STAMPING: M.C. NO. 1 1975
 DD2002_MARK LOGO: NOS   
 DD2002_PROJECTION: PROJECTING 2 CENTIMETERS
 DD2002_MAGNETIC: I = MARKER IS A STEEL ROD
 DD2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2002+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD2002_ROD/PIPE-DEPTH: 9.8  meters
 DD2002
 DD2002  HISTORY     - Date     Condition        Report By
 DD2002  HISTORY     - 1975     MONUMENTED       NOS
 DD2002  HISTORY     - 1987     GOOD             SCGS
 DD2002  HISTORY     - 19920817 GOOD             NGS
 DD2002
 DD2002                          STATION DESCRIPTION
 DD2002
 DD2002'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2002'19.9 KM (12.35 MI) SOUTH FROM GEORGETOWN.
 DD2002'THE MARK IS 0.2 M BELOW THE ROAD.
 DD2002'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2002'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2002'STREET) IN GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD),
 DD2002'KEEP LEFT 12.05 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18,
 DD2002'THENCE 4.5 KM (2.8 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 30, THENCE
 DD2002'1.3 KM (0.8 MI) EASTERLY ALONG A SAND ROAD (OLD ANNANDALE ROAD) INTO
 DD2002'THE ANNANDALE PLANTATION, THENCE 1.35 KM (0.85 MI) SOUTH ALONG A SAND
 DD2002'ROAD (RED GATE LANE), THENCE 0.5 KM (0.3 MI) EAST ALONG A SAND T-ROAD
 DD2002'(INSIDE BANK ROAD),THENCE 1.55 KM (0.95 MI) SOUTH ALONG A DIKE ROAD
 DD2002'(FARM ROAD), THENCE 0.55 KM (0.35 MI) EASTERLY ALONG A DIKE ROAD
 DD2002'(OUTSIDE BANK ROAD), SET NEAR AN OLD PIER, 3.5 METERS (11.5 FT) SOUTH
 DD2002'OF THE CENTER OF THE ROAD, 1.2 METERS (3.9 FT) WEST OF THE CENTER OF
 DD2002'THE PIER, 93.0 METERS (305.1 FT) WEST OF TIDAL BENCH MARK 866 2796 A
 DD2002'TIDAL, A ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING
 DD2002'12 CENTIMETERS ABOVE THE GROUND.
 DD2002'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 DD2002
 DD2002                          STATION RECOVERY (1992)
 DD2002
 DD2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2002'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER STREET)
 DD2002'FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD2002'GEORGETOWN, THENCE 12.1 KM (7.50 MI) SOUTHERLY ALONG STATE HIGHWAY
 DD2002'S2218 (SOUTH ISLAND ROAD), THENCE 4.5 KM (2.80 MI) SOUTHWESTERLY
 DD2002'ALONG STATE HIGHWAY S2230, THENCE 1.3 KM (0.80 MI) EASTERLY ALONG OLD
 DD2002'ANNADALE ROAD, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG RED GATE ROAD,
 DD2002'THENCE 0.5 KM (0.30 MI) EASTERLY ALONG A SAND ROAD, THENCE 1.5 KM
 DD2002'(0.95 MI) SOUTH ALONG A SAND ROAD, THENCE 0.6 KM (0.35 MI)
 DD2002'NORTHWESTERLY ALONG A SAND ROAD, 3.5 M (11.5 FT) SOUTH OF THE ROAD
 DD2002'CENTER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.2 M (0.7
 DD2002'FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 DD2002'PVC PIPE AND PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2005 ***********************************************************************
 DD2005  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2005  DESIGNATION -  866 2796 TIDAL MC 5
 DD2005  PID         -  DD2005
 DD2005  STATE/COUNTY-  SC/GEORGETOWN
 DD2005  USGS QUAD   -  MINIM ISLAND (1973)
 DD2005
 DD2005                         *CURRENT SURVEY CONTROL
 DD2005  ___________________________________________________________________
 DD2005* NAD 83(1986)-  33 11 43.     (N)    079 16 25.     (W)     SCALED    
 DD2005* NAVD 88     -         1.738  (meters)       5.70   (feet)  ADJUSTED  
 DD2005  ___________________________________________________________________
 DD2005  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD2005  DYNAMIC HT  -           1.736 (meters)       5.70  (feet)  COMP
 DD2005  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 DD2005
 DD2005  VERT ORDER  -  FIRST     CLASS II
 DD2005
 DD2005.The horizontal coordinates were scaled from a topographic map and have
 DD2005.an estimated accuracy of +/- 6 seconds.
 DD2005
 DD2005.The orthometric height was determined by differential leveling
 DD2005.and adjusted by the National Geodetic Survey in June 1991..
 DD2005
 DD2005.This Tidal Bench Mark is designated as VM 3955
 DD2005.by the Center for Operational Oceanographic Products and Services.
 DD2005
 DD2005.The geoid height was determined by GEOID03.
 DD2005
 DD2005.The dynamic height is computed by dividing the NAVD 88
 DD2005.geopotential number by the normal gravity value computed on the
 DD2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2005.degrees latitude (g = 980.6199 gals.).
 DD2005
 DD2005.The modeled gravity was interpolated from observed gravity values.
 DD2005
 DD2005;                    North         East    Units  Estimated Accuracy
 DD2005;SPC SC       -   152,380.      770,550.      MT  (+/- 180 meters Scaled)
 DD2005
 DD2005                          SUPERSEDED SURVEY CONTROL
 DD2005
 DD2005  NGVD 29 (03/21/89)    2.042  (m)            6.70   (f) ADJUSTED    1 2
 DD2005
 DD2005.Superseded values are not recommended for survey control.
 DD2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2005.See file dsdata.txt to determine how the superseded data were derived.
 DD2005
 DD2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS609742(NAD 83)
 DD2005_MARKER: DJ = TIDAL STATION DISK
 DD2005_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DD2005+WITH SETTING: PAVEMENT
 DD2005_SP_SET: FOOTING
 DD2005_STAMPING: M.C. NO. 5 1975
 DD2005_MARK LOGO: NOS   
 DD2005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2005+STABILITY: SURFACE MOTION
 DD2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2005+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD2005
 DD2005  HISTORY     - Date     Condition        Report By
 DD2005  HISTORY     - 1975     MONUMENTED       NOS
 DD2005  HISTORY     - 1987     GOOD             SCGS
 DD2005  HISTORY     - 19920817 GOOD             NGS
 DD2005
 DD2005                          STATION DESCRIPTION
 DD2005
 DD2005'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2005'19.9 KM (12.35 MI) SOUTH FROM GEORGETOWN.
 DD2005'THE MARK IS 1.0 M ABOVE THE GROUND.
 DD2005'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2005'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2005'STREET) IN GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD),
 DD2005'KEEP LEFT 12.05 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18,
 DD2005'THENCE 4.5 KM (2.8 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 30, THENCE
 DD2005'1.3 KM (0.8 MI) EASTERLY ALONG A SAND ROAD (OLD ANNANDALE ROAD) INTO
 DD2005'THE ANNANDALE PLANTATION, THENCE 1.35 KM (0.85 MI) SOUTH ALONG A SAND
 DD2005'ROAD (RED GATE LANE), THENCE 0.5 KM (0.3 MI) EAST ALONG A SAND T-ROAD
 DD2005'(INSIDE BANK ROAD), THENCE 1.55 KM (0.95 MI) SOUTH ALONG A DIKE ROAD
 DD2005'(FARM ROAD), THENCE 0.55 KM (0.35 MI) EASTERLY ALONG A DIKE ROAD
 DD2005'(OUTSIDE BANK ROAD), THENCE 0.1 KM (0.05 MI) EAST-SOUTHEAST ALONG A
 DD2005'TRAIL TO A LOOKOUT TOWER, SET IN THE CONCRETE FOUNDATION OF THE
 DD2005'SOUTHWEST LEG OF THE TOWER.
 DD2005
 DD2005                          STATION RECOVERY (1992)
 DD2005
 DD2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2005'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER STREET)
 DD2005'FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD2005'GEORGETOWN, THENCE 12.1 KM (7.50 MI) SOUTHERLY ALONG STATE HIGHWAY
 DD2005'S2218 (SOUTH ISLAND ROAD), THENCE 4.5 KM (2.80 MI) SOUTHWESTERLY
 DD2005'ALONG STATE HIGHWAY S2230, THENCE 1.3 KM (0.80 MI) EASTERLY ALONG OLD
 DD2005'ANNADALE ROAD, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG RED GATE ROAD,
 DD2005'THENCE 0.5 KM (0.30 MI) EASTERLY ALONG A SAND ROAD, THENCE 1.5 KM
 DD2005'(0.95 MI) SOUTH ALONG A SAND ROAD, THENCE 0.7 KM (0.45 MI)
 DD2005'NORTHWESTERLY ALONG A SAND ROAD, IN THE CONCRETE FOOTING FOR THE
 DD2005'SOUTHWEST LEG OF A LOOKOUT TOWER, 54.0 M (177.2 FT) SOUTHEAST OF THE
 DD2005'ROAD CENTER, 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE, 0.4 M (1.3 FT)
 DD2005'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, AND 0.3 M (1.0
 DD2005'FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2006 ***********************************************************************
 DD2006  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2006  DESIGNATION -  866 2796 TIDAL MC 6
 DD2006  PID         -  DD2006
 DD2006  STATE/COUNTY-  SC/GEORGETOWN
 DD2006  USGS QUAD   -  MINIM ISLAND (1973)
 DD2006
 DD2006                         *CURRENT SURVEY CONTROL
 DD2006  ___________________________________________________________________
 DD2006* NAD 83(1986)-  33 11 43.     (N)    079 16 25.     (W)     SCALED    
 DD2006* NAVD 88     -         1.769  (meters)       5.80   (feet)  ADJUSTED  
 DD2006  ___________________________________________________________________
 DD2006  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD2006  DYNAMIC HT  -           1.767 (meters)       5.80  (feet)  COMP
 DD2006  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 DD2006
 DD2006  VERT ORDER  -  FIRST     CLASS II
 DD2006
 DD2006.The horizontal coordinates were scaled from a topographic map and have
 DD2006.an estimated accuracy of +/- 6 seconds.
 DD2006
 DD2006.The orthometric height was determined by differential leveling
 DD2006.and adjusted by the National Geodetic Survey in June 1991..
 DD2006
 DD2006.This Tidal Bench Mark is designated as VM 3956
 DD2006.by the Center for Operational Oceanographic Products and Services.
 DD2006
 DD2006.The geoid height was determined by GEOID03.
 DD2006
 DD2006.The dynamic height is computed by dividing the NAVD 88
 DD2006.geopotential number by the normal gravity value computed on the
 DD2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2006.degrees latitude (g = 980.6199 gals.).
 DD2006
 DD2006.The modeled gravity was interpolated from observed gravity values.
 DD2006
 DD2006;                    North         East    Units  Estimated Accuracy
 DD2006;SPC SC       -   152,380.      770,550.      MT  (+/- 180 meters Scaled)
 DD2006
 DD2006                          SUPERSEDED SURVEY CONTROL
 DD2006
 DD2006  NGVD 29 (03/21/89)    2.073  (m)            6.80   (f) ADJUSTED    1 2
 DD2006
 DD2006.Superseded values are not recommended for survey control.
 DD2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2006.See file dsdata.txt to determine how the superseded data were derived.
 DD2006
 DD2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS609742(NAD 83)
 DD2006_MARKER: DJ = TIDAL STATION DISK
 DD2006_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DD2006+WITH SETTING: PAVEMENT
 DD2006_SP_SET: FOOTING
 DD2006_STAMPING: M.C. NO. 6 1975
 DD2006_MARK LOGO: NOS   
 DD2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2006+STABILITY: SURFACE MOTION
 DD2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2006+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD2006
 DD2006  HISTORY     - Date     Condition        Report By
 DD2006  HISTORY     - 1975     MONUMENTED       NOS
 DD2006  HISTORY     - 1987     GOOD             SCGS
 DD2006  HISTORY     - 19920817 GOOD             NGS
 DD2006
 DD2006                          STATION DESCRIPTION
 DD2006
 DD2006'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2006'19.9 KM (12.35 MI) SOUTH FROM GEORGETOWN.
 DD2006'THE MARK IS 1.0 M ABOVE THE GROUND.
 DD2006'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2006'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2006'STREET) IN GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD),
 DD2006'KEEP LEFT 12.05 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18,
 DD2006'THENCE 4.5 KM (2.8 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 30, THENCE
 DD2006'1.3 KM (0.8 MI) EASTERLY ALONG A SAND ROAD (OLD ANNANDALE ROAD) INTO
 DD2006'THE ANNANDALE PLANTATION, THENCE 1.35 KM (0.85 MI) SOUTH ALONG A SAND
 DD2006'ROAD (RED GATE LANE), THENCE 0.5 KM (0.3 MI) EAST ALONG A SAND T-ROAD
 DD2006'(INSIDE BANK ROAD), THENCE 1.55 KM (0.95 MI) SOUTH ALONG A DIKE ROAD
 DD2006'(FARM ROAD), THENCE 0.55 KM (0.35 MI) EASTERLY ALONG A DIKE ROAD
 DD2006'(OUTSIDE BANK ROAD), THENCE 0.1 KM (0.05 MI) EAST-SOUTHEAST ALONG A
 DD2006'TRAIL TO A LOOKOUT TOWER, SET IN THE CONCRETE FOUNDATION OF THE
 DD2006'NORTHEAST LEG OF THE TOWER.
 DD2006
 DD2006                          STATION RECOVERY (1992)
 DD2006
 DD2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2006'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER STREET)
 DD2006'FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD2006'GEORGETOWN, THENCE 12.1 KM (7.50 MI) SOUTHERLY ALONG STATE HIGHWAY
 DD2006'S2218 (SOUTH ISLAND ROAD), THENCE 4.5 KM (2.80 MI) SOUTHWESTERLY
 DD2006'ALONG STATE HIGHWAY S2230, THENCE 1.3 KM (0.80 MI) EASTERLY ALONG OLD
 DD2006'ANNADALE ROAD, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG RED GATE ROAD,
 DD2006'THENCE 0.5 KM (0.30 MI) EASTERLY ALONG A SAND ROAD, THENCE 1.5 KM
 DD2006'(0.95 MI) SOUTH ALONG A SAND ROAD, THENCE 0.7 KM (0.45 MI)
 DD2006'NORTHWESTERLY ALONG A SAND ROAD, IN THE CONCRETE FOOTING FOR THE
 DD2006'NORTHEAST LEG OF A LOOKOUT TOWER, 51.0 M (167.3 FT) SOUTHEAST OF THE
 DD2006'ROAD CENTER, 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE, 0.4 M (1.3 FT)
 DD2006'NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, AND 0.3 M (1.0
 DD2006'FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0946 ***********************************************************************
 DD0946  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0946  DESIGNATION -  866 2799 G TIDAL
 DD0946  PID         -  DD0946
 DD0946  STATE/COUNTY-  SC/CHARLESTON
 DD0946  USGS QUAD   -  SANTEE (1973)
 DD0946
 DD0946                         *CURRENT SURVEY CONTROL
 DD0946  ___________________________________________________________________
 DD0946* NAD 83(1986)-  33 11 02.     (N)    079 24 20.     (W)     SCALED    
 DD0946* NAVD 88     -         6.555  (meters)      21.51   (feet)  ADJUSTED  
 DD0946  ___________________________________________________________________
 DD0946  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 DD0946  DYNAMIC HT  -           6.548 (meters)      21.48  (feet)  COMP
 DD0946  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 DD0946
 DD0946  VERT ORDER  -  FIRST     CLASS II
 DD0946
 DD0946.The horizontal coordinates were scaled from a topographic map and have
 DD0946.an estimated accuracy of +/- 6 seconds.
 DD0946
 DD0946.The orthometric height was determined by differential leveling
 DD0946.and adjusted by the National Geodetic Survey in June 1991..
 DD0946
 DD0946.This Tidal Bench Mark is designated as VM 603
 DD0946.by the Center for Operational Oceanographic Products and Services.
 DD0946
 DD0946.The geoid height was determined by GEOID03.
 DD0946
 DD0946.The dynamic height is computed by dividing the NAVD 88
 DD0946.geopotential number by the normal gravity value computed on the
 DD0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0946.degrees latitude (g = 980.6199 gals.).
 DD0946
 DD0946.The modeled gravity was interpolated from observed gravity values.
 DD0946
 DD0946;                    North         East    Units  Estimated Accuracy
 DD0946;SPC SC       -   150,920.      758,270.      MT  (+/- 180 meters Scaled)
 DD0946
 DD0946                          SUPERSEDED SURVEY CONTROL
 DD0946
 DD0946  NGVD 29 (03/21/89)    6.858  (m)           22.50   (f) ADJUSTED    1 2
 DD0946
 DD0946.Superseded values are not recommended for survey control.
 DD0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0946.See file dsdata.txt to determine how the superseded data were derived.
 DD0946
 DD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS486728(NAD 83)
 DD0946_MARKER: DB = BENCH MARK DISK
 DD0946_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DD0946_SP_SET: ABUTMENT
 DD0946_STAMPING: 2799 G 1978
 DD0946_MARK LOGO: CGS   
 DD0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0946+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD0946
 DD0946  HISTORY     - Date     Condition        Report By
 DD0946  HISTORY     - 1978     MONUMENTED       NOS
 DD0946  HISTORY     - 1979     GOOD             NGS
 DD0946  HISTORY     - 1989     GOOD             LOCSUR
 DD0946  HISTORY     - 1989     GOOD             USPSQD
 DD0946  HISTORY     - 19910602 GOOD             USPSQD
 DD0946  HISTORY     - 19920817 GOOD             NGS
 DD0946
 DD0946                          STATION DESCRIPTION
 DD0946
 DD0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0946'15.2 MI SW FROM GEORGETOWN.
 DD0946'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD0946'15.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR
 DD0946'JUNTION IN GEORGETOWN.  SET IN THE SOUTHEAST BRIDGE ABUTMENT OF THE
 DD0946'NORTHBOUND LANES OF THE BRIDGE OF THE HIGHWAY OVER THE SOUTH SANTEE
 DD0946'RIVER, 64.5 FEET EAST OF A MONUMENT, JOHN T. STEVENS MEMORIAL BRIDGE,
 DD0946'24.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 7 FEET
 DD0946'NORTH-NORTHWEST OF A SIGN, GEORGETOWN COUNTY LINE, AND 1 FOOT EAST OF
 DD0946'THE BRIDGE GUARD RAIL.
 DD0946
 DD0946                          STATION RECOVERY (1989)
 DD0946
 DD0946'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (TKE)
 DD0946'RECOVERED IN GOOD CONDITION.
 DD0946
 DD0946                          STATION RECOVERY (1989)
 DD0946
 DD0946'RECOVERY NOTE BY US POWER SQUADRON 1989 (TKE)
 DD0946'RECOVERED IN GOOD CONDITION.
 DD0946
 DD0946                          STATION RECOVERY (1991)
 DD0946
 DD0946'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DD0946'RECOVERED IN GOOD CONDITION.
 DD0946
 DD0946                          STATION RECOVERY (1992)
 DD0946
 DD0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0946'24.5 KM (15.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD0946'OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN GEORGETOWN, IN TOP OF
 DD0946'AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 DD0946'CONCRETE ABUTMENT OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING THE SOUTH
 DD0946'SANTEE RIVER, 6.7 M (22.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DD0946'NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 DD0946'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0948 ***********************************************************************
 DD0948  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0948  DESIGNATION -  866 2799 H TIDAL
 DD0948  PID         -  DD0948
 DD0948  STATE/COUNTY-  SC/CHARLESTON
 DD0948  USGS QUAD   -  SANTEE (1973)
 DD0948
 DD0948                         *CURRENT SURVEY CONTROL
 DD0948  ___________________________________________________________________
 DD0948* NAD 83(1986)-  33 10 57.     (N)    079 24 28.     (W)     SCALED    
 DD0948* NAVD 88     -         6.163  (meters)      20.22   (feet)  ADJUSTED  
 DD0948  ___________________________________________________________________
 DD0948  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 DD0948  DYNAMIC HT  -           6.156 (meters)      20.20  (feet)  COMP
 DD0948  MODELED GRAV-     979,582.7   (mgal)                       NAVD 88
 DD0948
 DD0948  VERT ORDER  -  FIRST     CLASS II
 DD0948
 DD0948.The horizontal coordinates were scaled from a topographic map and have
 DD0948.an estimated accuracy of +/- 6 seconds.
 DD0948
 DD0948.The orthometric height was determined by differential leveling
 DD0948.and adjusted by the National Geodetic Survey in June 1991..
 DD0948
 DD0948.This Tidal Bench Mark is designated as VM 16973
 DD0948.by the Center for Operational Oceanographic Products and Services.
 DD0948
 DD0948.The geoid height was determined by GEOID03.
 DD0948
 DD0948.The dynamic height is computed by dividing the NAVD 88
 DD0948.geopotential number by the normal gravity value computed on the
 DD0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0948.degrees latitude (g = 980.6199 gals.).
 DD0948
 DD0948.The modeled gravity was interpolated from observed gravity values.
 DD0948
 DD0948;                    North         East    Units  Estimated Accuracy
 DD0948;SPC SC       -   150,760.      758,060.      MT  (+/- 180 meters Scaled)
 DD0948
 DD0948                          SUPERSEDED SURVEY CONTROL
 DD0948
 DD0948  NGVD 29 (03/21/89)    6.466  (m)           21.21   (f) ADJUSTED    1 2
 DD0948
 DD0948.Superseded values are not recommended for survey control.
 DD0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0948.See file dsdata.txt to determine how the superseded data were derived.
 DD0948
 DD0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS484726(NAD 83)
 DD0948_MARKER: DJ = TIDAL STATION DISK
 DD0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0948_SP_SET: CONCRETE POST
 DD0948_STAMPING: 2799 H 1978
 DD0948_PROJECTION: PROJECTING 5 CENTIMETERS
 DD0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0948+STABILITY: SURFACE MOTION
 DD0948
 DD0948  HISTORY     - Date     Condition        Report By
 DD0948  HISTORY     - 1978     MONUMENTED       NOS
 DD0948  HISTORY     - 1979     GOOD             NGS
 DD0948  HISTORY     - 1987     MARK NOT FOUND   SCGS
 DD0948  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 DD0948
 DD0948                          STATION DESCRIPTION
 DD0948
 DD0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0948'15.3 MI SW FROM GEORGETOWN.
 DD0948'15.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR
 DD0948'JUNCTION IN GEORGETOWN, 0.1 MILE SOUTHWEST OF THE SOUTHWEST END OF
 DD0948'THE HIGHWAY BRIDGE OVER THE SOUTH SANTEE RIVER.  SET ON THE OLD
 DD0948'HIGHWAY, 104 FEET NORTH OF THE CENTERLINE OF THE SOUTH BOUND LANES
 DD0948'OF THE HIGHWAY, 38 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY,
 DD0948'18 FEET WEST OF THE CENTER OF A WOODS ROAD LEADING NORTH, AND 15 FEET
 DD0948'SOUTHWEST OF A 30 INCH PINE TREE.
 DD0948'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 DD0948
 DD0948                          STATION RECOVERY (1987)
 DD0948
 DD0948'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD0948'NOT RECOVERED, PRESUMED DESTROYED, A POST WAS FOUND WITH NO DISK.
 DD0948
 DD0948                          STATION RECOVERY (1997)
 DD0948
 DD0948'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0947 ***********************************************************************
 DD0947  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0947  DESIGNATION -  866 2799 TIDAL SS 2
 DD0947  PID         -  DD0947
 DD0947  STATE/COUNTY-  SC/CHARLESTON
 DD0947  USGS QUAD   -  SANTEE (1973)
 DD0947
 DD0947                         *CURRENT SURVEY CONTROL
 DD0947  ___________________________________________________________________
 DD0947* NAD 83(1986)-  33 10 58.     (N)    079 24 24.     (W)     SCALED    
 DD0947* NAVD 88     -         6.502  (meters)      21.33   (feet)  ADJUSTED  
 DD0947  ___________________________________________________________________
 DD0947  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 DD0947  DYNAMIC HT  -           6.495 (meters)      21.31  (feet)  COMP
 DD0947  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 DD0947
 DD0947  VERT ORDER  -  FIRST     CLASS II
 DD0947
 DD0947.The horizontal coordinates were scaled from a topographic map and have
 DD0947.an estimated accuracy of +/- 6 seconds.
 DD0947
 DD0947.The orthometric height was determined by differential leveling
 DD0947.and adjusted by the National Geodetic Survey in June 1991..
 DD0947
 DD0947.This Tidal Bench Mark is designated as VM 600
 DD0947.by the Center for Operational Oceanographic Products and Services.
 DD0947
 DD0947.The geoid height was determined by GEOID03.
 DD0947
 DD0947.The dynamic height is computed by dividing the NAVD 88
 DD0947.geopotential number by the normal gravity value computed on the
 DD0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0947.degrees latitude (g = 980.6199 gals.).
 DD0947
 DD0947.The modeled gravity was interpolated from observed gravity values.
 DD0947
 DD0947;                    North         East    Units  Estimated Accuracy
 DD0947;SPC SC       -   150,800.      758,160.      MT  (+/- 180 meters Scaled)
 DD0947
 DD0947                          SUPERSEDED SURVEY CONTROL
 DD0947
 DD0947  NGVD 29 (03/21/89)    6.805  (m)           22.33   (f) ADJUSTED    1 2
 DD0947
 DD0947.Superseded values are not recommended for survey control.
 DD0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0947.See file dsdata.txt to determine how the superseded data were derived.
 DD0947
 DD0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS485726(NAD 83)
 DD0947_MARKER: DJ = TIDAL STATION DISK
 DD0947_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0947_SP_SET: COPPER-CLAD STEEL ROD
 DD0947_STAMPING: S.S. NO. 2 1975
 DD0947_MARK LOGO: NOS   
 DD0947_PROJECTION: PROJECTING 5 CENTIMETERS
 DD0947_MAGNETIC: I = MARKER IS A STEEL ROD
 DD0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0947+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD0947_ROD/PIPE-DEPTH: 6.10 meters
 DD0947
 DD0947  HISTORY     - Date     Condition        Report By
 DD0947  HISTORY     - 1975     MONUMENTED       NOS
 DD0947  HISTORY     - 1979     GOOD             NGS
 DD0947  HISTORY     - 1987     GOOD             SCGS
 DD0947  HISTORY     - 19920817 GOOD             NGS
 DD0947
 DD0947                          STATION DESCRIPTION
 DD0947
 DD0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0947'15.3 MI SW FROM GEORGETOWN.
 DD0947'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DD0947'15.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR
 DD0947'JUNCTION IN GEORGETOWN, 0.1 MILE SOUTHWEST OF THE SOUTHWEST END OF THE
 DD0947'BRIDGE OVER THE SOUTH SANTEE RIVER, 172 FEET NORTHEAST OF A UTILITY
 DD0947'POLE WITH A METER BOX WITH ITS LINES CROSSING THE HIGHWAY, 98 FEET
 DD0947'SOUTHWEST OF A TELEPHONE CABLE BOX, 97 FEET NORTH-NORTHEAST OF A
 DD0947'24 INCH CONCRETE CULVERT PIPE FOR THE HIGHWAY, AND 85.5 FEET
 DD0947'NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 DD0947'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 DD0947
 DD0947                          STATION RECOVERY (1987)
 DD0947
 DD0947'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD0947'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DD0947'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 24.85 KM
 DD0947'(15.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER
 DD0947'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET STREET) IN
 DD0947'GEORGETOWN, SET NEAR A BLAZED PINE TREE, BEFORE REACHING AN OLD STRIP
 DD0947'OF THE HIGHWAY, 0.25 KM (0.15 MI) SOUTHWEST OF THE SOUTHWEST END OF
 DD0947'THE BRIDGE OVER THE SOUTH SANTEE RIVER.  50.75 METERS (166.5 FT)
 DD0947'EAST-NORTHEAST OF A POWER POLE WITH POWER LINES CROSSING THE HIGHWAY,
 DD0947'26.24 METERS (86.1 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 DD0947'SOUTHBOUND LANES OF THE HIGHWAY, 7.33 METERS (24.0 FT) SOUTHEAST OF A
 DD0947'10-INCH OAK TREE, 3.34 METERS (11.0 FT) SOUTH-SOUTHEAST OF THE PINE
 DD0947'TREE.
 DD0947'THE MARK IS 0.57 METERS  ESE FROM  A WITNESS POST
 DD0947
 DD0947                          STATION RECOVERY (1992)
 DD0947
 DD0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0947'24.7 KM (15.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 DD0947'OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN GEORGETOWN, 50.8 M
 DD0947'(166.7 FT) NORTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND LINES
 DD0947'CROSSING THE HIGHWAY, 26.2 M (86.0 FT) NORTHWEST OF THE CENTERLINE OF
 DD0947'THE SOUTHBOUND LANES OF THE HIGHWAY, 7.3 M (24.0 FT) SOUTHEAST OF A
 DD0947'12-INCH OAK TREE, 3.3 M (10.8 FT) SOUTH-SOUTHEAST OF A BLAZED 12-INCH
 DD0947'PINE TREE, 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0
 DD0947'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A
 DD0947'4-INCH PVC PIPE AND IS RECESSED 0.04 M (0.13 FT) BELOW THE GROUND
 DD0947'SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0949 ***********************************************************************
 DD0949  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0949  DESIGNATION -  866 2799 TIDAL SS 3
 DD0949  PID         -  DD0949
 DD0949  STATE/COUNTY-  SC/CHARLESTON
 DD0949  USGS QUAD   -  SANTEE (1973)
 DD0949
 DD0949                         *CURRENT SURVEY CONTROL
 DD0949  ___________________________________________________________________
 DD0949* NAD 83(1986)-  33 10 56.     (N)    079 24 33.     (W)     SCALED    
 DD0949* NAVD 88     -         5.546  (meters)      18.20   (feet)  ADJUSTED  
 DD0949  ___________________________________________________________________
 DD0949  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DD0949  DYNAMIC HT  -           5.540 (meters)      18.18  (feet)  COMP
 DD0949  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 DD0949
 DD0949  VERT ORDER  -  FIRST     CLASS II
 DD0949
 DD0949.The horizontal coordinates were scaled from a topographic map and have
 DD0949.an estimated accuracy of +/- 6 seconds.
 DD0949
 DD0949.The orthometric height was determined by differential leveling
 DD0949.and adjusted by the National Geodetic Survey in June 1991..
 DD0949
 DD0949.This Tidal Bench Mark is designated as VM 601
 DD0949.by the Center for Operational Oceanographic Products and Services.
 DD0949
 DD0949.The geoid height was determined by GEOID03.
 DD0949
 DD0949.The dynamic height is computed by dividing the NAVD 88
 DD0949.geopotential number by the normal gravity value computed on the
 DD0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0949.degrees latitude (g = 980.6199 gals.).
 DD0949
 DD0949.The modeled gravity was interpolated from observed gravity values.
 DD0949
 DD0949;                    North         East    Units  Estimated Accuracy
 DD0949;SPC SC       -   150,730.      757,930.      MT  (+/- 180 meters Scaled)
 DD0949
 DD0949                          SUPERSEDED SURVEY CONTROL
 DD0949
 DD0949  NGVD 29 (03/21/89)    5.849  (m)           19.19   (f) ADJUSTED    1 2
 DD0949
 DD0949.Superseded values are not recommended for survey control.
 DD0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0949.See file dsdata.txt to determine how the superseded data were derived.
 DD0949
 DD0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS483726(NAD 83)
 DD0949_MARKER: DJ = TIDAL STATION DISK
 DD0949_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0949_SP_SET: COPPER-CLAD STEEL ROD
 DD0949_STAMPING: S.S. NO. 3 1975
 DD0949_MARK LOGO: NOS   
 DD0949_PROJECTION: PROJECTING 5 CENTIMETERS
 DD0949_MAGNETIC: I = MARKER IS A STEEL ROD
 DD0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0949+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD0949_ROD/PIPE-DEPTH: 6.10 meters
 DD0949
 DD0949  HISTORY     - Date     Condition        Report By
 DD0949  HISTORY     - 1975     MONUMENTED       NOS
 DD0949  HISTORY     - 1979     GOOD             NGS
 DD0949  HISTORY     - 19910602 GOOD             USPSQD
 DD0949  HISTORY     - 19920817 GOOD             NGS
 DD0949
 DD0949                          STATION DESCRIPTION
 DD0949
 DD0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0949'15.5 MI SW FROM GEORGETOWN.
 DD0949'THE MARK IS 2 FT BELOW THE NEW HIGHWAY.
 DD0949'15.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR
 DD0949'JUNCTION IN GEORGETOWN, 0.25 MILE SOUTHWEST OF THE SOUTHWEST END OF
 DD0949'THE SOUTH BOUND BRIDGE OVER THE SOUTH SANTEE RIVER.  ALSO, 0.1 MILE
 DD0949'SOUTHWEST OF THE JUNCTION OF THE HIGHWAY AND THE OLD HIGHWAY PAVEMENT
 DD0949'AND ON THE OUTSIDE OF THE CURVE OF THE OLD HIGHWAY PAVEMENT, 147 FEET
 DD0949'NORTH OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 472
 DD0949'FEET WEST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 35 FEET NORTH
 DD0949'OF THE CENTERLINE OF THE OLD HIGHWAY PAVEMENT, AND 81 FEET WEST OF
 DD0949'THE CENTER OF A DIM ROAD LEADING NORTH.
 DD0949'THE MARK IS 3 FT  E FROM A WITNESS POST.
 DD0949
 DD0949                          STATION RECOVERY (1991)
 DD0949
 DD0949'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DD0949'RECOVERED IN GOOD CONDITION.
 DD0949
 DD0949                          STATION RECOVERY (1992)
 DD0949
 DD0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0949'24.9 KM (15.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER
 DD0949'STREET)FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN
 DD0949'GEORGETOWN, 143.9 M (472.1 FT) WEST OF THE CENTER OF A DIRT ROAD
 DD0949'LEADING NORTH, 44.8 M (147.0 FT) NORTH OF THE CENTERLINE OF THE
 DD0949'SOUTHBOUND LANES OF THE HIGHWAY, 24.7 M (81.0 FT) WEST OF THE CENTER
 DD0949'OF A DIM TRACK ROAD, 10.7 M (35.1 FT) NORTH OF THE CENTER OF AN
 DD0949'ABANDONED SECTION OF HIGHWAY, 0.8 M (2.6 FT) EAST-SOUTHEAST OF A
 DD0949'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ABANDONED
 DD0949'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 DD0949'RECESSED 0.04 M (0.13 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 DD0949'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0305 ***********************************************************************
 DD0305  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0305  DESIGNATION -  866 2926 TIDAL 1
 DD0305  PID         -  DD0305
 DD0305  STATE/COUNTY-  SC/GEORGETOWN
 DD0305  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0305
 DD0305                         *CURRENT SURVEY CONTROL
 DD0305  ___________________________________________________________________
 DD0305* NAD 83(1986)-  33 21 45.     (N)    079 16 46.     (W)     SCALED    
 DD0305* NAVD 88     -         1.500  (meters)       4.92   (feet)  ADJUSTED  
 DD0305  ___________________________________________________________________
 DD0305  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DD0305  DYNAMIC HT  -           1.499 (meters)       4.92  (feet)  COMP
 DD0305  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 DD0305
 DD0305  VERT ORDER  -  FIRST     CLASS I
 DD0305
 DD0305.The horizontal coordinates were scaled from a topographic map and have
 DD0305.an estimated accuracy of +/- 6 seconds.
 DD0305
 DD0305.The orthometric height was determined by differential leveling
 DD0305.and adjusted by the National Geodetic Survey in June 1991..
 DD0305
 DD0305.This Tidal Bench Mark is designated as VM 3959
 DD0305.by the Center for Operational Oceanographic Products and Services.
 DD0305
 DD0305.The geoid height was determined by GEOID03.
 DD0305
 DD0305.The dynamic height is computed by dividing the NAVD 88
 DD0305.geopotential number by the normal gravity value computed on the
 DD0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0305.degrees latitude (g = 980.6199 gals.).
 DD0305
 DD0305.The modeled gravity was interpolated from observed gravity values.
 DD0305
 DD0305;                    North         East    Units  Estimated Accuracy
 DD0305;SPC SC       -   170,910.      769,690.      MT  (+/- 180 meters Scaled)
 DD0305
 DD0305                          SUPERSEDED SURVEY CONTROL
 DD0305
 DD0305  NGVD 29 (03/21/89)    1.806  (m)            5.93   (f) ADJUSTED    1 1
 DD0305
 DD0305.Superseded values are not recommended for survey control.
 DD0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0305.See file dsdata.txt to determine how the superseded data were derived.
 DD0305
 DD0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS600927(NAD 83)
 DD0305_MARKER: DJ = TIDAL STATION DISK
 DD0305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD0305_SP_SET: RETAINING WALL
 DD0305_STAMPING: NO 1 1934
 DD0305_MARK LOGO: CGS   
 DD0305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0305+STABILITY: SURFACE MOTION
 DD0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0305+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1992
 DD0305
 DD0305  HISTORY     - Date     Condition        Report By
 DD0305  HISTORY     - 1934     MONUMENTED       CGS
 DD0305  HISTORY     - 1962     GOOD             NGS
 DD0305  HISTORY     - 1974     GOOD             NGS
 DD0305  HISTORY     - 1979     GOOD             NGS
 DD0305  HISTORY     - 1989     GOOD             USPSQD
 DD0305  HISTORY     - 19920816 GOOD             NGS
 DD0305  HISTORY     - 19960615 GOOD             USPSQD
 DD0305
 DD0305                          STATION DESCRIPTION
 DD0305
 DD0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0305'AT GEORGETOWN.
 DD0305'AT GEORGETOWN, AT THE SOUTH CORNER OF A 8 FOOT SQUARE FISH POOL,
 DD0305'52.5 FEET EAST OF THE CENTER LINE OF ST. JAMES STREET, 46 FEET
 DD0305'NORTHEAST OF NORTH CORNER OF FENCE AROUND ESSO BULK PLANT, 225
 DD0305'FEET SOUTHWEST OF THE CENTER LINE OF FRONT STREET, 20 FEET
 DD0305'SOUTH OF THE SOUTHWEST CORNER OF A ONE STORY FRAME HOUSE, AND IS
 DD0305'SET IN CONCRETE ABOUT 3 INCHES ABOVE GROUND.
 DD0305
 DD0305                          STATION RECOVERY (1974)
 DD0305
 DD0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DD0305'RECOVERED IN GOOD CONDITION.
 DD0305
 DD0305                          STATION RECOVERY (1979)
 DD0305
 DD0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0305'RECOVERED IN GOOD CONDITION.
 DD0305
 DD0305                          STATION RECOVERY (1989)
 DD0305
 DD0305'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0305'RECOVERED IN GOOD CONDITION.
 DD0305
 DD0305                          STATION RECOVERY (1992)
 DD0305
 DD0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0305'IN GEORGETOWN, AT THE INTERSECTION OF FRONT AND ST. JAMES STREETS,
 DD0305'IN THE SOUTHEAST CORNER OF A CONCRETE RETAINING WALL FOR A POND AT 12
 DD0305'ST. JAMES STREET, 71.4 M (234.3 FT) SOUTHWEST OF THE CENTER OF FRONT
 DD0305'STREET, 13.7 M (44.9 FT) NORTHEAST OF A UTILITY POLE, 13.3 M (43.6
 DD0305'FT) SOUTHEAST OF THE CENTER OF ST. JAMES STREET, 6.0 M (19.7 FT)
 DD0305'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 0.3 M (1.0 FT) ABOVE
 DD0305'THE LEVEL OF ST. JAMES STREET, AND 0.1 M (0.3 FT) NORTHWEST OF THE
 DD0305'SOUTHEAST CORNER OF THE RETAINING WALL.
 DD0305
 DD0305                          STATION RECOVERY (1996)
 DD0305
 DD0305'RECOVERY NOTE BY US POWER SQUADRON 1996
 DD0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0304 ***********************************************************************
 DD0304  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0304  DESIGNATION -  866 2926 TIDAL 2
 DD0304  PID         -  DD0304
 DD0304  STATE/COUNTY-  SC/GEORGETOWN
 DD0304  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0304
 DD0304                         *CURRENT SURVEY CONTROL
 DD0304  ___________________________________________________________________
 DD0304* NAD 83(1986)-  33 21 59.     (N)    079 17 01.     (W)     SCALED    
 DD0304* NAVD 88     -         1.875  (meters)       6.15   (feet)  ADJUSTED  
 DD0304  ___________________________________________________________________
 DD0304  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DD0304  DYNAMIC HT  -           1.873 (meters)       6.14  (feet)  COMP
 DD0304  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 DD0304
 DD0304  VERT ORDER  -  FIRST     CLASS I
 DD0304
 DD0304.The horizontal coordinates were scaled from a topographic map and have
 DD0304.an estimated accuracy of +/- 6 seconds.
 DD0304
 DD0304.The orthometric height was determined by differential leveling
 DD0304.and adjusted by the National Geodetic Survey in June 1991..
 DD0304
 DD0304.This Tidal Bench Mark is designated as VM 3960
 DD0304.by the Center for Operational Oceanographic Products and Services.
 DD0304
 DD0304.The geoid height was determined by GEOID03.
 DD0304
 DD0304.The dynamic height is computed by dividing the NAVD 88
 DD0304.geopotential number by the normal gravity value computed on the
 DD0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0304.degrees latitude (g = 980.6199 gals.).
 DD0304
 DD0304.The modeled gravity was interpolated from observed gravity values.
 DD0304
 DD0304;                    North         East    Units  Estimated Accuracy
 DD0304;SPC SC       -   171,340.      769,300.      MT  (+/- 180 meters Scaled)
 DD0304
 DD0304                          SUPERSEDED SURVEY CONTROL
 DD0304
 DD0304  NGVD 29 (03/21/89)    2.180  (m)            7.15   (f) ADJUSTED    1 1
 DD0304
 DD0304.Superseded values are not recommended for survey control.
 DD0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0304.See file dsdata.txt to determine how the superseded data were derived.
 DD0304
 DD0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS596932(NAD 83)
 DD0304_MARKER: DJ = TIDAL STATION DISK
 DD0304_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD0304_SP_SET: SIDEWALK
 DD0304_STAMPING: NO 2 1934
 DD0304_MARK LOGO: CGS   
 DD0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0304+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 DD0304
 DD0304  HISTORY     - Date     Condition        Report By
 DD0304  HISTORY     - 1934     MONUMENTED       CGS
 DD0304  HISTORY     - 1962     GOOD             NGS
 DD0304  HISTORY     - 1974     GOOD             NGS
 DD0304  HISTORY     - 1979     GOOD             NGS
 DD0304  HISTORY     - 1989     GOOD             USPSQD
 DD0304  HISTORY     - 19920816 GOOD             NGS
 DD0304  HISTORY     - 19960615 GOOD             USPSQD
 DD0304  HISTORY     - 20031117 GOOD             USPSQD
 DD0304  HISTORY     - 20051119 GOOD             USPSQD
 DD0304  HISTORY     - 20051125 GOOD             USPSQD
 DD0304
 DD0304                          STATION DESCRIPTION
 DD0304
 DD0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0304'AT GEORGETOWN.
 DD0304'AT GEORGETOWN, AT THE CHAMBER OF COMMERCE BUILDING FORMERLY
 DD0304'CITY HALL, 18 FEET SOUTHWEST OF THE SOUTHWEST CURB OF FRONT
 DD0304'STREET, 2.5 FEET NORTHWEST OF A DOORWAY, 25.5 FEET SOUTHEAST
 DD0304'OF THE NORTHWEST CORNER OF THE BUILDING, AND IS SET FLUSH IN
 DD0304'THE CONCRETE SIDEWALK.
 DD0304
 DD0304                          STATION RECOVERY (1974)
 DD0304
 DD0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DD0304'RECOVERED IN GOOD CONDITION.
 DD0304
 DD0304                          STATION RECOVERY (1979)
 DD0304
 DD0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0304'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 DD0304'IN GEORGETOWN, SET IN THE CONCRETE SIDEWALK AT THE FOOT OF BROAD
 DD0304'STREET IN A SMALL PARK, 36 FEET NORTHWEST OF POWER POLE NUMBER 5
 DD0304'WITH TWO TRANSFORMERS, 18 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 DD0304'FRONT STREET, AND 2.5 FEET NORTHWEST OF A GRANITE MONUMENT.
 DD0304'NOTE=LINE TIE.
 DD0304
 DD0304                          STATION RECOVERY (1989)
 DD0304
 DD0304'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0304'RECOVERED IN GOOD CONDITION.
 DD0304
 DD0304                          STATION RECOVERY (1992)
 DD0304
 DD0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0304'IN GEORGETOWN, AT THE INTERSECTION OF FRONT AND BROAD STREETS, IN A
 DD0304'CONCRETE SIDEWALK NORTH OF THE FRANCIS MARION MONUMENT, 31.3 M (102.7
 DD0304'FT) NORTHWEST OF THE NORTHWEST CORNER OF THE WINYAH CHAPTER OF THE
 DD0304'DAUGHTERS OF THE AMERICAN REVOLUTION BUILDING AT 729 FRONT STREET,
 DD0304'14.5 M (47.6 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE HARVEST ICE
 DD0304'CREAM PARLOR AT 801 FRONT STREET, 13.4 M (44.0 FT) SOUTHWEST OF THE
 DD0304'CENTER OF FRONT STREET, 0.8 M (2.6 FT) NORTH OF THE NORTHEAST CORNER
 DD0304'OF THE MONUMENT, 0.3 M (1.0 FT) NORTHWEST OF THE EXTENDED CENTER OF
 DD0304'FRONT STREET, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF FRONT STREET.
 DD0304
 DD0304                          STATION RECOVERY (1996)
 DD0304
 DD0304'RECOVERY NOTE BY US POWER SQUADRON 1996
 DD0304'RECOVERED IN GOOD CONDITION.
 DD0304
 DD0304                          STATION RECOVERY (2003)
 DD0304
 DD0304'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT)
 DD0304'RECOVERED IN GOOD CONDITION.
 DD0304
 DD0304                          STATION RECOVERY (2005)
 DD0304
 DD0304'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD0304'RECOVERED IN GOOD CONDITION.
 DD0304
 DD0304                          STATION RECOVERY (2005)
 DD0304
 DD0304'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0307 ***********************************************************************
 DD0307  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0307  DESIGNATION -  866 2926 TIDAL 4
 DD0307  PID         -  DD0307
 DD0307  STATE/COUNTY-  SC/GEORGETOWN
 DD0307  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0307
 DD0307                         *CURRENT SURVEY CONTROL
 DD0307  ___________________________________________________________________
 DD0307* NAD 83(1986)-  33 21 43.     (N)    079 16 45.     (W)     SCALED    
 DD0307* NAVD 88     -         1.369  (meters)       4.49   (feet)  POSTED    
 DD0307  ___________________________________________________________________
 DD0307  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DD0307  DYNAMIC HT  -           1.370 (meters)       4.49  (feet)  COMP
 DD0307  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 DD0307
 DD0307  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DD0307
 DD0307.The horizontal coordinates were scaled from a topographic map and have
 DD0307.an estimated accuracy of +/- 6 seconds.
 DD0307
 DD0307.The orthometric height was determined by differential leveling
 DD0307.and adjusted by the National Geodetic Survey in 1992..
 DD0307.No vertical observational check was made to the station.
 DD0307.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DD0307.was located on a no-check spur therefore a value was not computed.
 DD0307
 DD0307.This Tidal Bench Mark is designated as VM 3961
 DD0307.by the Center for Operational Oceanographic Products and Services.
 DD0307
 DD0307.The geoid height was determined by GEOID03.
 DD0307
 DD0307.The dynamic height is computed by dividing the NAVD 88
 DD0307.geopotential number by the normal gravity value computed on the
 DD0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0307.degrees latitude (g = 980.6199 gals.).
 DD0307
 DD0307.The modeled gravity was interpolated from observed gravity values.
 DD0307
 DD0307;                    North         East    Units  Estimated Accuracy
 DD0307;SPC SC       -   170,850.      769,720.      MT  (+/- 180 meters Scaled)
 DD0307
 DD0307                          SUPERSEDED SURVEY CONTROL
 DD0307
 DD0307  NGVD 29 (03/21/89)    1.666  (m)            5.47   (f) ADJUSTED    1 1
 DD0307
 DD0307.Superseded values are not recommended for survey control.
 DD0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0307.See file dsdata.txt to determine how the superseded data were derived.
 DD0307
 DD0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS601927(NAD 83)
 DD0307_MARKER: DJ = TIDAL STATION DISK
 DD0307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD0307_SP_SET: SIDEWALK
 DD0307_STAMPING: NO 4 1958
 DD0307_MARK LOGO: CGS   
 DD0307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0307+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1992
 DD0307
 DD0307  HISTORY     - Date     Condition        Report By
 DD0307  HISTORY     - 1958     MONUMENTED       CGS
 DD0307  HISTORY     - 1962     GOOD             NGS
 DD0307  HISTORY     - 1974     GOOD             NGS
 DD0307  HISTORY     - 1979     SEE DESCRIPTION  NGS
 DD0307  HISTORY     - 1989     GOOD             USPSQD
 DD0307  HISTORY     - 19920816 GOOD             NGS
 DD0307  HISTORY     - 19960615 GOOD             USPSQD
 DD0307
 DD0307                          STATION DESCRIPTION
 DD0307
 DD0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0307'AT GEORGETOWN.
 DD0307'AT GEORGETOWN, AT THE FOOT OF ST. JAMES STREET, AT THE HUMBLE
 DD0307'MARINE DOCK, 0.2 FOOT NORTH OF NORTH CORNER OF BRICK DOCK KEEPERS
 DD0307'OFFICE, 9 FEET SOUTH OF SOUTHWEST CORNER OF CYCLONE FENCE
 DD0307'SURROUNDING HUMBLE OIL COMPANY BULK PLANT, AND IS SET FLUSH IN
 DD0307'A CONCRETE WALK WHICH SURROUNDS AND IS PART OF THE BUILDING
 DD0307'FOUNDATION.
 DD0307
 DD0307                          STATION RECOVERY (1974)
 DD0307
 DD0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DD0307'RECOVERED IN GOOD CONDITION.
 DD0307
 DD0307                          STATION RECOVERY (1979)
 DD0307
 DD0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0307'NOT LEVELED TO DUE TO LOW ROOF OVER MARK.
 DD0307
 DD0307                          STATION RECOVERY (1989)
 DD0307
 DD0307'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0307'RECOVERED IN GOOD CONDITION.
 DD0307
 DD0307                          STATION RECOVERY (1992)
 DD0307
 DD0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0307'IN GEORGETOWN, AT THE INTERSECTION OF FRONT AND ST. JAMES STREETS IN
 DD0307'A SIDEWALK AT THE NORTH CORNER OF A SMALL BRICK BUILDING (DOCK
 DD0307'KEEPERS OFFICE), 123.6 M (405.5 FT) SOUTHWEST OF THE CENTER OF FRONT
 DD0307'STREET, 20.5 M (67.3 FT) SOUTHEAST OF THE EXTENDED CENTER OF ST.
 DD0307'JAMES STREET, 7.3 M (24.0 FT) WEST-NORTH WEST OF THE WEST CORNER OF
 DD0307'THE COMPLETE BOAT STORAGE AND SERVICE BUILDING, 0.3 M (1.0 FT) ABOVE
 DD0307'THE LEVEL OF ST. JAMES STREET, AND 0.1 M (0.3 FT) NORTH OF THE NORTH
 DD0307'CORNER OF THE BUILDING.
 DD0307
 DD0307                          STATION RECOVERY (1996)
 DD0307
 DD0307'RECOVERY NOTE BY US POWER SQUADRON 1996
 DD0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0306 ***********************************************************************
 DD0306  DESIGNATION -  866 2926 TIDAL 5
 DD0306  PID         -  DD0306
 DD0306  STATE/COUNTY-  SC/GEORGETOWN
 DD0306  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0306
 DD0306                         *CURRENT SURVEY CONTROL
 DD0306  ___________________________________________________________________
 DD0306* NAD 83(1986)-  33 21 44.     (N)    079 16 46.     (W)     SCALED    
 DD0306* NAVD 88     -         1.462  (meters)       4.80   (feet)  ADJUSTED  
 DD0306  ___________________________________________________________________
 DD0306  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DD0306  DYNAMIC HT  -           1.461 (meters)       4.79  (feet)  COMP
 DD0306  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 DD0306
 DD0306  VERT ORDER  -  FIRST     CLASS I
 DD0306
 DD0306.The horizontal coordinates were scaled from a topographic map and have
 DD0306.an estimated accuracy of +/- 6 seconds.
 DD0306
 DD0306.The orthometric height was determined by differential leveling
 DD0306.and adjusted by the National Geodetic Survey in June 1991..
 DD0306
 DD0306.The geoid height was determined by GEOID03.
 DD0306
 DD0306.The dynamic height is computed by dividing the NAVD 88
 DD0306.geopotential number by the normal gravity value computed on the
 DD0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0306.degrees latitude (g = 980.6199 gals.).
 DD0306
 DD0306.The modeled gravity was interpolated from observed gravity values.
 DD0306
 DD0306;                    North         East    Units  Estimated Accuracy
 DD0306;SPC SC       -   170,880.      769,690.      MT  (+/- 180 meters Scaled)
 DD0306
 DD0306                          SUPERSEDED SURVEY CONTROL
 DD0306
 DD0306  NGVD 29 (03/21/89)    1.767  (m)            5.80   (f) ADJUSTED    1 1
 DD0306
 DD0306.Superseded values are not recommended for survey control.
 DD0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0306.See file dsdata.txt to determine how the superseded data were derived.
 DD0306
 DD0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS600927(NAD 83)
 DD0306_MARKER: DJ = TIDAL STATION DISK
 DD0306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD0306_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DD0306_STAMPING: NO 5 1958
 DD0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0306
 DD0306  HISTORY     - Date     Condition        Report By
 DD0306  HISTORY     - 1958     MONUMENTED       CGS
 DD0306  HISTORY     - 1962     GOOD             NGS
 DD0306  HISTORY     - 1974     GOOD             NGS
 DD0306  HISTORY     - 1979     GOOD             NGS
 DD0306  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DD0306  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD0306  HISTORY     - 20040705 MARK NOT FOUND   USPSQD
 DD0306
 DD0306                          STATION DESCRIPTION
 DD0306
 DD0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0306'AT GEORGETOWN.
 DD0306'AT GEORGETOWN, AT THE FOOT OF ST. JAMES STREET, ON THE PROPERTY
 DD0306'OF HUMBLE OIL COMPANY, 1.3 FEET NORTHWEST OF CYCLONE FENCE WITH
 DD0306'TANGENTS EXTENDING NORTHEAST AND SOUTHWEST, 13 FEET SOUTHEAST
 DD0306'OF EAST CORNER OF A TIN-COVERED BUILDING USED TO GARAGE BOATS,
 DD0306'AND SET ON TOP OF A 2 FOOT LONG-BY-4 INCH CONCRETE FILLED TILE
 DD0306'PIPE PROJECTING 1 INCH.
 DD0306
 DD0306                          STATION RECOVERY (1974)
 DD0306
 DD0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DD0306'RECOVERED IN GOOD CONDITION.
 DD0306
 DD0306                          STATION RECOVERY (1979)
 DD0306
 DD0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0306'BENCH MARK RECOVERED.  ADD=1 FOOT SOUTHWEST OF A POWER POLE WITH A
 DD0306'STREET LIGHT.  NOTE=THE NO 5 ON THE DISK CAN BARELY BE READ.
 DD0306
 DD0306                          STATION RECOVERY (1989)
 DD0306
 DD0306'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0306'MARK NOT FOUND.
 DD0306
 DD0306                          STATION RECOVERY (1992)
 DD0306
 DD0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0306'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DD0306
 DD0306                          STATION RECOVERY (2004)
 DD0306
 DD0306'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0928 ***********************************************************************
 DD0928  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0928  DESIGNATION -  866 2931 B TIDAL
 DD0928  PID         -  DD0928
 DD0928  STATE/COUNTY-  SC/GEORGETOWN
 DD0928  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0928
 DD0928                         *CURRENT SURVEY CONTROL
 DD0928  ___________________________________________________________________
 DD0928* NAD 83(1986)-  33 22 10.     (N)    079 15 32.     (W)     SCALED    
 DD0928* NAVD 88     -         1.009  (meters)       3.31   (feet)  ADJUSTED  
 DD0928  ___________________________________________________________________
 DD0928  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DD0928  DYNAMIC HT  -           1.008 (meters)       3.31  (feet)  COMP
 DD0928  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 DD0928
 DD0928  VERT ORDER  -  FIRST     CLASS II
 DD0928
 DD0928.The horizontal coordinates were scaled from a topographic map and have
 DD0928.an estimated accuracy of +/- 6 seconds.
 DD0928
 DD0928.The orthometric height was determined by differential leveling
 DD0928.and adjusted by the National Geodetic Survey in June 1991..
 DD0928
 DD0928.This Tidal Bench Mark is designated as VM 17130
 DD0928.by the Center for Operational Oceanographic Products and Services.
 DD0928
 DD0928.The geoid height was determined by GEOID03.
 DD0928
 DD0928.The dynamic height is computed by dividing the NAVD 88
 DD0928.geopotential number by the normal gravity value computed on the
 DD0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0928.degrees latitude (g = 980.6199 gals.).
 DD0928
 DD0928.The modeled gravity was interpolated from observed gravity values.
 DD0928
 DD0928;                    North         East    Units  Estimated Accuracy
 DD0928;SPC SC       -   171,720.      771,590.      MT  (+/- 180 meters Scaled)
 DD0928
 DD0928                          SUPERSEDED SURVEY CONTROL
 DD0928
 DD0928  NGVD 29 (03/21/89)    1.315  (m)            4.31   (f) ADJUSTED    1 2
 DD0928
 DD0928.Superseded values are not recommended for survey control.
 DD0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0928.See file dsdata.txt to determine how the superseded data were derived.
 DD0928
 DD0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS619935(NAD 83)
 DD0928_MARKER: DJ = TIDAL STATION DISK
 DD0928_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0928_SP_SET: COPPER-CLAD STEEL ROD
 DD0928_STAMPING: 2931 B 1976
 DD0928_MARK LOGO: NOS   
 DD0928_PROJECTION: FLUSH
 DD0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0928_ROD/PIPE-DEPTH: 6.10 meters
 DD0928
 DD0928  HISTORY     - Date     Condition        Report By
 DD0928  HISTORY     - 1976     MONUMENTED       NOS
 DD0928  HISTORY     - 1979     GOOD             NGS
 DD0928  HISTORY     - 1986     GOOD             SCGS
 DD0928  HISTORY     - 1989     GOOD             USPSQD
 DD0928  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD0928  HISTORY     - 20040705 MARK NOT FOUND   USPSQD
 DD0928
 DD0928                          STATION DESCRIPTION
 DD0928
 DD0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0928'1.6 MI EAST FROM GEORGETOWN.
 DD0928'1.4 MILES EAST ALONG U.S. HIGHWAYS 17 FROM THE JUNCTION OF U.S.
 DD0928'HIGHWAYS 17 AND 701 IN GEORGETOWN, AND THENCE 0.2 MILE NORTH ALONG
 DD0928'A PAVED ROAD LEADING TO THE OLD CAUSEWAY, 285 FEET EAST OF THE
 DD0928'SOUTHEAST END OF THE OLD BRIDGE OVER THE PEE DEE AND BLACK RIVERS,
 DD0928'40 FEET SOUTH OF THE CENTER OF A PAVED ROAD, AND 31.3 FEET EAST OF
 DD0928'THE CENTERLINE OF THE PAVED ROAD.
 DD0928'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0928
 DD0928                          STATION RECOVERY (1986)
 DD0928
 DD0928'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0928'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  2.9 KM
 DD0928'(1.8 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM THE
 DD0928'JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD0928'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN, THENCE 0.3 KM (0.2 MI)
 DD0928'NORTHERLY ALONG A PAVED ROAD, SET NEAR A TRIPLE TRUNK LIVE OAK TREE IN
 DD0928'THE SOUTHEAST ANGLE OF A PAVED ROAD LEADING EAST AND WEST, 9.6 METERS
 DD0928'(31.5 FT) WEST SOUTHWEST OF THE OAK TREE, 9.62 METERS (31.56 FT)
 DD0928'NORTHEAST OF THE CENTER OF THE PAVED ROAD LEADING NORTHERLY,
 DD0928'12.1 METERS (39.7 FT) SOUTH OF THE CENTER OF THE EAST-WEST PAVED ROAD.
 DD0928'THE MARK IS 0.35 METERS  W FROM A WITNESS POST.
 DD0928'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 DD0928
 DD0928                          STATION RECOVERY (1989)
 DD0928
 DD0928'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0928'RECOVERED IN GOOD CONDITION.
 DD0928
 DD0928                          STATION RECOVERY (1992)
 DD0928
 DD0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0928'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DD0928
 DD0928                          STATION RECOVERY (2004)
 DD0928
 DD0928'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0925 ***********************************************************************
 DD0925  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0925  DESIGNATION -  866 2931 C TIDAL
 DD0925  PID         -  DD0925
 DD0925  STATE/COUNTY-  SC/GEORGETOWN
 DD0925  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0925
 DD0925                         *CURRENT SURVEY CONTROL
 DD0925  ___________________________________________________________________
 DD0925* NAD 83(1986)-  33 22 00.     (N)    079 15 34.     (W)     SCALED    
 DD0925* NAVD 88     -         1.058  (meters)       3.47   (feet)  ADJUSTED  
 DD0925  ___________________________________________________________________
 DD0925  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DD0925  DYNAMIC HT  -           1.056 (meters)       3.46  (feet)  COMP
 DD0925  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 DD0925
 DD0925  VERT ORDER  -  FIRST     CLASS II
 DD0925
 DD0925.The horizontal coordinates were scaled from a topographic map and have
 DD0925.an estimated accuracy of +/- 6 seconds.
 DD0925
 DD0925.The orthometric height was determined by differential leveling
 DD0925.and adjusted by the National Geodetic Survey in June 1991..
 DD0925
 DD0925.This Tidal Bench Mark is designated as VM 17129
 DD0925.by the Center for Operational Oceanographic Products and Services.
 DD0925
 DD0925.The geoid height was determined by GEOID03.
 DD0925
 DD0925.The dynamic height is computed by dividing the NAVD 88
 DD0925.geopotential number by the normal gravity value computed on the
 DD0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0925.degrees latitude (g = 980.6199 gals.).
 DD0925
 DD0925.The modeled gravity was interpolated from observed gravity values.
 DD0925
 DD0925;                    North         East    Units  Estimated Accuracy
 DD0925;SPC SC       -   171,410.      771,550.      MT  (+/- 180 meters Scaled)
 DD0925
 DD0925                          SUPERSEDED SURVEY CONTROL
 DD0925
 DD0925  NGVD 29 (03/21/89)    1.363  (m)            4.47   (f) ADJUSTED    1 2
 DD0925
 DD0925.Superseded values are not recommended for survey control.
 DD0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0925.See file dsdata.txt to determine how the superseded data were derived.
 DD0925
 DD0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS619932(NAD 83)
 DD0925_MARKER: DJ = TIDAL STATION DISK
 DD0925_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0925_SP_SET: COPPER-CLAD STEEL ROD
 DD0925_STAMPING: 2931 C 1976
 DD0925_MARK LOGO: NOS   
 DD0925_PROJECTION: FLUSH
 DD0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0925_ROD/PIPE-DEPTH: 6.10 meters
 DD0925
 DD0925  HISTORY     - Date     Condition        Report By
 DD0925  HISTORY     - 1976     MONUMENTED       NOS
 DD0925  HISTORY     - 1979     GOOD             NGS
 DD0925  HISTORY     - 1986     GOOD             SCGS
 DD0925  HISTORY     - 1989     GOOD             USPSQD
 DD0925  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD0925  HISTORY     - 20040705 MARK NOT FOUND   USPSQD
 DD0925
 DD0925                          STATION DESCRIPTION
 DD0925
 DD0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0925'1.4 MI EAST FROM GEORGETOWN.
 DD0925'1.4 MILES EAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF U.S.
 DD0925'HIGHWAYS 17 AND 701 IN GEORGETOWN.  SET AT THE PAVED ROAD LEADING TO
 DD0925'THE OLD CAUSEWAY, 222 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DD0925'115 FEET NORTH OF A HISTORICAL MARKER, AND 36.6 FEET EAST OF THE
 DD0925'CENTERLINE OF THE PAVED ROAD.
 DD0925'THE MARK IS 4 FT  W FROM A WITNESS POST.
 DD0925'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0925
 DD0925                          STATION RECOVERY (1986)
 DD0925
 DD0925'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0925'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  2.9 KM
 DD0925'(1.8 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM THE
 DD0925'JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD0925'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN, SET IN THE NORTHEAST ANGLE
 DD0925'OF A PAVED ROAD LEADING NORTHERLY, 50.9 METERS (167.0 FT) NORTH
 DD0925'NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 DD0925'11.6 METERS (38.06 FT) NORTHEAST OF THE CENTER OF THE PAVED ROAD,
 DD0925'42.7 METERS (140.09 FT) NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX.
 DD0925'THE MARK IS 1.17 METERS  SW FROM A WITNESS POST.
 DD0925'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 DD0925
 DD0925                          STATION RECOVERY (1989)
 DD0925
 DD0925'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0925'RECOVERED IN GOOD CONDITION.
 DD0925
 DD0925                          STATION RECOVERY (1992)
 DD0925
 DD0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0925'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
 DD0925
 DD0925                          STATION RECOVERY (2004)
 DD0925
 DD0925'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0926 ***********************************************************************
 DD0926  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0926  DESIGNATION -  866 2931 D TIDAL
 DD0926  PID         -  DD0926
 DD0926  STATE/COUNTY-  SC/GEORGETOWN
 DD0926  USGS QUAD   -  GEORGETOWN SOUTH (1973)
 DD0926
 DD0926                         *CURRENT SURVEY CONTROL
 DD0926  ___________________________________________________________________
 DD0926* NAD 83(1986)-  33 21 59.     (N)    079 15 27.     (W)     SCALED    
 DD0926* NAVD 88     -         8.833  (meters)      28.98   (feet)  ADJUSTED  
 DD0926  ___________________________________________________________________
 DD0926  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DD0926  DYNAMIC HT  -           8.824 (meters)      28.95  (feet)  COMP
 DD0926  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DD0926
 DD0926  VERT ORDER  -  FIRST     CLASS II
 DD0926
 DD0926.The horizontal coordinates were scaled from a topographic map and have
 DD0926.an estimated accuracy of +/- 6 seconds.
 DD0926
 DD0926.The orthometric height was determined by differential leveling
 DD0926.and adjusted by the National Geodetic Survey in June 1991..
 DD0926
 DD0926.This Tidal Bench Mark is designated as VM 3964
 DD0926.by the Center for Operational Oceanographic Products and Services.
 DD0926
 DD0926.The geoid height was determined by GEOID03.
 DD0926
 DD0926.The dynamic height is computed by dividing the NAVD 88
 DD0926.geopotential number by the normal gravity value computed on the
 DD0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0926.degrees latitude (g = 980.6199 gals.).
 DD0926
 DD0926.The modeled gravity was interpolated from observed gravity values.
 DD0926
 DD0926;                    North         East    Units  Estimated Accuracy
 DD0926;SPC SC       -   171,380.      771,730.      MT  (+/- 180 meters Scaled)
 DD0926
 DD0926                          SUPERSEDED SURVEY CONTROL
 DD0926
 DD0926  NGVD 29 (03/21/89)    9.139  (m)           29.98   (f) ADJUSTED    1 2
 DD0926
 DD0926.Superseded values are not recommended for survey control.
 DD0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0926.See file dsdata.txt to determine how the superseded data were derived.
 DD0926
 DD0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS621932(NAD 83)
 DD0926_MARKER: DJ = TIDAL STATION DISK
 DD0926_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD0926_SP_SET: BRIDGE WALKWAY
 DD0926_STAMPING: 2931 D 1976
 DD0926_MARK LOGO: NOS   
 DD0926_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0926+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 DD0926
 DD0926  HISTORY     - Date     Condition        Report By
 DD0926  HISTORY     - 1976     MONUMENTED       NOS
 DD0926  HISTORY     - 1979     GOOD             NGS
 DD0926  HISTORY     - 1986     GOOD             SCGS
 DD0926  HISTORY     - 1989     GOOD             USPSQD
 DD0926  HISTORY     - 19920817 GOOD             NGS
 DD0926  HISTORY     - 20021227 GOOD             USPSQD
 DD0926  HISTORY     - 20040705 GOOD             USPSQD
 DD0926  HISTORY     - 20051028 GOOD             USPSQD
 DD0926  HISTORY     - 20051119 GOOD             USPSQD
 DD0926  HISTORY     - 20051125 GOOD             USPSQD
 DD0926
 DD0926                          STATION DESCRIPTION
 DD0926
 DD0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0926'1.5 MI EAST FROM GEORGETOWN.
 DD0926'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DD0926'1.5 MILES EASY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF U.S.
 DD0926'HIGHWAYS 17 AND 701 IN GEORGETOWN.  SET IN THE NORTH WALKWAY OF THE
 DD0926'EAST L.H. SIAU BRIDGE OVER THE WACCAMAW RIVER, 29.5 FEET NORTH OF THE
 DD0926'CENTERLINE OF THE HIGHWAY, 15.3 FEET WEST OF THE NORTHWEST END OF THE
 DD0926'BRIDGE, 1 FOOT SOUTH OF THE NORTH CONCRETE GUARD RAIL, AND 1 FOOT
 DD0926'NORTH OF THE SOUTH EDGE OF THE WALKWAY.
 DD0926
 DD0926                          STATION RECOVERY (1986)
 DD0926
 DD0926'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1986
 DD0926'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DD0926'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  3.0 KM
 DD0926'(1.9 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET) FROM THE
 DD0926'JUNCTIONS OF U.S. HIGHWAY 17 ALTERNATE (CHURCH STREET) AND U.S.
 DD0926'HIGHWAY 701 (FRASER STREET) IN GEORGETOWN, SET IN THE NORTHWEST CORNER
 DD0926'OF THE BRIDGE OVER THE WACCAMAW RIVER.
 DD0926
 DD0926                          STATION RECOVERY (1989)
 DD0926
 DD0926'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0926'RECOVERED IN GOOD CONDITION.
 DD0926
 DD0926                          STATION RECOVERY (1992)
 DD0926
 DD0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0926'4.1 KM (2.55 MI) EASTERLY ALONG U.S. HIGHWAY 17 (CHURCH STREET)FROM
 DD0926'THE JUNCTION OF U.S. HIGHWAY 701 (FRASER STREET) IN GEORGETOWN, IN
 DD0926'TOP OF AND 4.7 M (15.4 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE
 DD0926'WALKWAY OF THE EAST L.H. SIAU BRIDGE SPANNING THE WACCAMAW RIVER,
 DD0926'4.6 M (15.1 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 DD0926'HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 DD0926
 DD0926                          STATION RECOVERY (2002)
 DD0926
 DD0926'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 DD0926'RECOVERED IN GOOD CONDITION.
 DD0926
 DD0926                          STATION RECOVERY (2004)
 DD0926
 DD0926'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0926'RECOVERED IN GOOD CONDITION.
 DD0926
 DD0926                          STATION RECOVERY (2005)
 DD0926
 DD0926'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0926'RECOVERED IN GOOD CONDITION.
 DD0926
 DD0926                          STATION RECOVERY (2005)
 DD0926
 DD0926'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 DD0926'RECOVERED IN GOOD CONDITION.
 DD0926
 DD0926                          STATION RECOVERY (2005)
 DD0926
 DD0926'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2192 ***********************************************************************
 DD2192  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2192  DESIGNATION -  866 2953 C TIDAL
 DD2192  PID         -  DD2192
 DD2192  STATE/COUNTY-  SC/GEORGETOWN
 DD2192  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2192
 DD2192                         *CURRENT SURVEY CONTROL
 DD2192  ___________________________________________________________________
 DD2192* NAD 83(1986)-  33 24 58.     (N)    079 15 05.     (W)     SCALED    
 DD2192* NAVD 88     -         2.106  (meters)       6.91   (feet)  ADJUSTED  
 DD2192  ___________________________________________________________________
 DD2192  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DD2192  DYNAMIC HT  -           2.104 (meters)       6.90  (feet)  COMP
 DD2192  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 DD2192
 DD2192  VERT ORDER  -  FIRST     CLASS II
 DD2192
 DD2192.The horizontal coordinates were scaled from a topographic map and have
 DD2192.an estimated accuracy of +/- 6 seconds.
 DD2192
 DD2192.The orthometric height was determined by differential leveling
 DD2192.and adjusted by the National Geodetic Survey in June 1991..
 DD2192
 DD2192.This Tidal Bench Mark is designated as VM 3970
 DD2192.by the Center for Operational Oceanographic Products and Services.
 DD2192
 DD2192.The geoid height was determined by GEOID03.
 DD2192
 DD2192.The dynamic height is computed by dividing the NAVD 88
 DD2192.geopotential number by the normal gravity value computed on the
 DD2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2192.degrees latitude (g = 980.6199 gals.).
 DD2192
 DD2192.The modeled gravity was interpolated from observed gravity values.
 DD2192
 DD2192;                    North         East    Units  Estimated Accuracy
 DD2192;SPC SC       -   176,900.      772,200.      MT  (+/- 180 meters Scaled)
 DD2192
 DD2192                          SUPERSEDED SURVEY CONTROL
 DD2192
 DD2192  NGVD 29 (03/21/89)    2.411  (m)            7.91   (f) ADJUSTED    1 2
 DD2192
 DD2192.Superseded values are not recommended for survey control.
 DD2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2192.See file dsdata.txt to determine how the superseded data were derived.
 DD2192
 DD2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS625987(NAD 83)
 DD2192_MARKER: DJ = TIDAL STATION DISK
 DD2192_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2192_SP_SET: COPPER-CLAD STEEL ROD
 DD2192_STAMPING: C 2953 1977
 DD2192_MARK LOGO: NOS   
 DD2192_PROJECTION: RECESSED 2 CENTIMETERS
 DD2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2192_ROD/PIPE-DEPTH: 8.53 meters
 DD2192
 DD2192  HISTORY     - Date     Condition        Report By
 DD2192  HISTORY     - 1977     MONUMENTED       NOS
 DD2192  HISTORY     - 1987     GOOD             SCGS
 DD2192
 DD2192                          STATION DESCRIPTION
 DD2192
 DD2192'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2192'5.6 KM (3.5 MI) NE FROM GEORGETOWN.
 DD2192'4.85 KM (3.0 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2192'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2192'(CHURCH STREET) IN GEORGETOWN, THENCE 2.0 KM (1.25 MI) EAST-NORTHEAST
 DD2192'ALONG STATE ROAD 325, THENCE 1.55 KM (0.95 MI) SOUTHEASTERLY ALONG
 DD2192'STATE ROAD 489, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG STATE ROAD
 DD2192'512, SET IN A VACANT LOT IN THE NORTHWEST ANGLE OF A DRIVEWAY TO A
 DD2192'BRICK HOUSE, 37.5 METERS (123.0 FT) WEST-SOUTHWEST OF A POWER POLE
 DD2192'3365M WITH TWO GUY WIRES AND A TRANSFORMER, 7.3 METERS (24.0 FT)
 DD2192'NORTH OF THE CENTER OF THE ROAD, 14.5 METERS (47.6 FT) WEST OF THE
 DD2192'CENTER OF THE DRIVEWAY, 35.3 METERS (115.8 FT) SOUTHWEST OF THE
 DD2192'SOUTHWEST CORNER OF THE HOUSE.
 DD2192'THE MARK IS 0.32 METERS  S FROM  A WITNESS POST
 DD2192'THE MARK IS 0.1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2193 ***********************************************************************
 DD2193  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2193  DESIGNATION -  866 2953 D TIDAL
 DD2193  PID         -  DD2193
 DD2193  STATE/COUNTY-  SC/GEORGETOWN
 DD2193  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2193
 DD2193                         *CURRENT SURVEY CONTROL
 DD2193  ___________________________________________________________________
 DD2193* NAD 83(1986)-  33 25 00.     (N)    079 15 00.     (W)     SCALED    
 DD2193* NAVD 88     -         2.679  (meters)       8.79   (feet)  ADJUSTED  
 DD2193  ___________________________________________________________________
 DD2193  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DD2193  DYNAMIC HT  -           2.676 (meters)       8.78  (feet)  COMP
 DD2193  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 DD2193
 DD2193  VERT ORDER  -  FIRST     CLASS II
 DD2193
 DD2193.The horizontal coordinates were scaled from a topographic map and have
 DD2193.an estimated accuracy of +/- 6 seconds.
 DD2193
 DD2193.The orthometric height was determined by differential leveling
 DD2193.and adjusted by the National Geodetic Survey in June 1991..
 DD2193
 DD2193.This Tidal Bench Mark is designated as VM 3971
 DD2193.by the Center for Operational Oceanographic Products and Services.
 DD2193
 DD2193.The geoid height was determined by GEOID03.
 DD2193
 DD2193.The dynamic height is computed by dividing the NAVD 88
 DD2193.geopotential number by the normal gravity value computed on the
 DD2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2193.degrees latitude (g = 980.6199 gals.).
 DD2193
 DD2193.The modeled gravity was interpolated from observed gravity values.
 DD2193
 DD2193;                    North         East    Units  Estimated Accuracy
 DD2193;SPC SC       -   176,960.      772,330.      MT  (+/- 180 meters Scaled)
 DD2193
 DD2193                          SUPERSEDED SURVEY CONTROL
 DD2193
 DD2193  NGVD 29 (03/21/89)    2.984  (m)            9.79   (f) ADJUSTED    1 2
 DD2193
 DD2193.Superseded values are not recommended for survey control.
 DD2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2193.See file dsdata.txt to determine how the superseded data were derived.
 DD2193
 DD2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS627988(NAD 83)
 DD2193_MARKER: DJ = TIDAL STATION DISK
 DD2193_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2193_SP_SET: COPPER-CLAD STEEL ROD
 DD2193_STAMPING: D 2953 1977
 DD2193_MARK LOGO: NOS   
 DD2193_PROJECTION: FLUSH
 DD2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2193_ROD/PIPE-DEPTH: 10.9 meters
 DD2193
 DD2193  HISTORY     - Date     Condition        Report By
 DD2193  HISTORY     - 1977     MONUMENTED       NOS
 DD2193  HISTORY     - 1987     GOOD             SCGS
 DD2193
 DD2193                          STATION DESCRIPTION
 DD2193
 DD2193'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2193'5.8 KM (3.6 MI) NE FROM GEORGETOWN.
 DD2193'4.85 KM (3.0 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2193'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2193'(CHURCH STREET) IN GEORGETOWN, THENCE 2.0 KM (1.25 MI) EAST-NORTHEAST
 DD2193'ALONG STATE ROAD 325, THENCE 1.55 KM (0.95 MI) SOUTHEASTERLY ALONG
 DD2193'STATE ROAD 489, THENCE 0.25 KM (0.15 MI) EASTERLY ALONG STATE ROAD
 DD2193'512, SET NEAR A POWER POLE IN THE NORTH ANGLE OF A DIRT ROAD LEADING
 DD2193'NORTHWEST, 5.1 METERS (16.7 FT) EAST-NORTHEAST OF THE CENTER OF THE
 DD2193'DIRT ROAD, 1.57 METERS (5.2 FT) NORTHWEST OF THE POWER POLE WITH TWO
 DD2193'GUY WIRES AND A TRANSFORMER, 2.32 METERS (7.6 FT) NORTHWEST OF A
 DD2193'WOODEN POST WITH A SIGN (CAUTION CHILDREN PLAYING) ATTACHED, 1.55
 DD2193'METERS (5.1 FT) WEST OF A WOODEN FENCE CORNER POST WITH GATE, 10.0
 DD2193'METER (32.8 FT) NORTH-NORTHWEST OF THE CENTER OF THE ROAD.
 DD2193'THE MARK IS 1.64 METERS  NW FROM  A WITNESS POST
 DD2193'THE MARK IS 0.1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2196 ***********************************************************************
 DD2196  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2196  DESIGNATION -  866 2953 E TIDAL
 DD2196  PID         -  DD2196
 DD2196  STATE/COUNTY-  SC/GEORGETOWN
 DD2196  USGS QUAD   -  WAVERLY MILLS (1973)
 DD2196
 DD2196                         *CURRENT SURVEY CONTROL
 DD2196  ___________________________________________________________________
 DD2196* NAD 83(1986)-  33 25 02.     (N)    079 14 56.     (W)     SCALED    
 DD2196* NAVD 88     -         1.406  (meters)       4.61   (feet)  ADJUSTED  
 DD2196  ___________________________________________________________________
 DD2196  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DD2196  DYNAMIC HT  -           1.404 (meters)       4.61  (feet)  COMP
 DD2196  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 DD2196
 DD2196  VERT ORDER  -  FIRST     CLASS II
 DD2196
 DD2196.The horizontal coordinates were scaled from a topographic map and have
 DD2196.an estimated accuracy of +/- 6 seconds.
 DD2196
 DD2196.The orthometric height was determined by differential leveling
 DD2196.and adjusted by the National Geodetic Survey in June 1991..
 DD2196
 DD2196.This Tidal Bench Mark is designated as VM 3972
 DD2196.by the Center for Operational Oceanographic Products and Services.
 DD2196
 DD2196.The geoid height was determined by GEOID03.
 DD2196
 DD2196.The dynamic height is computed by dividing the NAVD 88
 DD2196.geopotential number by the normal gravity value computed on the
 DD2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2196.degrees latitude (g = 980.6199 gals.).
 DD2196
 DD2196.The modeled gravity was interpolated from observed gravity values.
 DD2196
 DD2196;                    North         East    Units  Estimated Accuracy
 DD2196;SPC SC       -   177,030.      772,430.      MT  (+/- 180 meters Scaled)
 DD2196
 DD2196                          SUPERSEDED SURVEY CONTROL
 DD2196
 DD2196  NGVD 29 (03/21/89)    1.711  (m)            5.61   (f) ADJUSTED    1 2
 DD2196
 DD2196.Superseded values are not recommended for survey control.
 DD2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2196.See file dsdata.txt to determine how the superseded data were derived.
 DD2196
 DD2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS628989(NAD 83)
 DD2196_MARKER: DJ = TIDAL STATION DISK
 DD2196_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2196_SP_SET: COPPER-CLAD STEEL ROD
 DD2196_STAMPING: E 2953 1977
 DD2196_MARK LOGO: NOS   
 DD2196_PROJECTION: FLUSH
 DD2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2196_ROD/PIPE-DEPTH: 9.14 meters
 DD2196
 DD2196  HISTORY     - Date     Condition        Report By
 DD2196  HISTORY     - 1977     MONUMENTED       NOS
 DD2196  HISTORY     - 1987     GOOD             SCGS
 DD2196
 DD2196                          STATION DESCRIPTION
 DD2196
 DD2196'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2196'6.0 KM (3.7 MI) NE FROM GEORGETOWN.
 DD2196'4.85 KM (3.0 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2196'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2196'(CHURCH STREET) IN GEORGETOWN, THENCE 2.0 KM (1.25 MI) EAST-NORTHEAST
 DD2196'ALONG STATE ROAD 325, THENCE 1.55 KM (0.95 MI) SOUTHEASTERLY ALONG
 DD2196'STATE ROAD 489, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG STATE ROAD
 DD2196'512, SET IN THE SOUTH ANGLE OF A CONCRETE DRIVEWAY LEADING TO A
 DD2196'WOODEN HOUSE, 6.75 METERS (22.1 FT) SOUTHEAST OF THE CENTER OF THE
 DD2196'ROAD, 5.3 METERS (17.4 FT) WEST-SOUTHWEST OF THE WEST-SOUTHWEST EDGE
 DD2196'OF THE DRIVE, 18.34 METERS (60.2 FT) EAST-SOUTHEAST OF A 50-INCH LIVE
 DD2196'OAK TREE, 19.98 METERS (65.6 FT) WEST-NORTHWEST OF THE WEST CORNER OF
 DD2196'THE GARAGE OF THE HOUSE.
 DD2196'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2003 ***********************************************************************
 DD2003  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2003  DESIGNATION -  866 2976 A TIDAL
 DD2003  PID         -  DD2003
 DD2003  STATE/COUNTY-  SC/GEORGETOWN
 DD2003  USGS QUAD   -  MINIM ISLAND (1973)
 DD2003
 DD2003                         *CURRENT SURVEY CONTROL
 DD2003  ___________________________________________________________________
 DD2003* NAD 83(1986)-  33 11 43.     (N)    079 16 26.     (W)     SCALED    
 DD2003* NAVD 88     -         1.724  (meters)       5.66   (feet)  ADJUSTED  
 DD2003  ___________________________________________________________________
 DD2003  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DD2003  DYNAMIC HT  -           1.722 (meters)       5.65  (feet)  COMP
 DD2003  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DD2003
 DD2003  VERT ORDER  -  FIRST     CLASS II
 DD2003
 DD2003.The horizontal coordinates were scaled from a topographic map and have
 DD2003.an estimated accuracy of +/- 6 seconds.
 DD2003
 DD2003.The orthometric height was determined by differential leveling
 DD2003.and adjusted by the National Geodetic Survey in June 1991..
 DD2003
 DD2003.This Tidal Bench Mark is designated as VM 3957
 DD2003.by the Center for Operational Oceanographic Products and Services.
 DD2003
 DD2003.The geoid height was determined by GEOID03.
 DD2003
 DD2003.The dynamic height is computed by dividing the NAVD 88
 DD2003.geopotential number by the normal gravity value computed on the
 DD2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2003.degrees latitude (g = 980.6199 gals.).
 DD2003
 DD2003.The modeled gravity was interpolated from observed gravity values.
 DD2003
 DD2003;                    North         East    Units  Estimated Accuracy
 DD2003;SPC SC       -   152,380.      770,520.      MT  (+/- 180 meters Scaled)
 DD2003
 DD2003                          SUPERSEDED SURVEY CONTROL
 DD2003
 DD2003  NGVD 29 (03/21/89)    2.028  (m)            6.65   (f) ADJUSTED    1 2
 DD2003
 DD2003.Superseded values are not recommended for survey control.
 DD2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2003.See file dsdata.txt to determine how the superseded data were derived.
 DD2003
 DD2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS609742(NAD 83)
 DD2003_MARKER: DJ = TIDAL STATION DISK
 DD2003_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2003_SP_SET: COPPER-CLAD STEEL ROD
 DD2003_STAMPING: 2796 A 1982
 DD2003_MARK LOGO: NOS   
 DD2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2003
 DD2003  HISTORY     - Date     Condition        Report By
 DD2003  HISTORY     - 1982     MONUMENTED       NOS
 DD2003  HISTORY     - 1987     GOOD             SCGS
 DD2003  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD2003
 DD2003                          STATION DESCRIPTION
 DD2003
 DD2003'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2003'19.9 KM (12.35 MI) SOUTH FROM GEORGETOWN.
 DD2003'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2003'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2003'STREET) IN GEORGETOWN TO A FORK (STATE ROAD 18, SOUTH ISLAND ROAD),
 DD2003'KEEP LEFT 12.05 KM (7.5 MI) SOUTH AND SOUTHEASTERLY ALONG ROAD 18,
 DD2003'THENCE 4.5 KM (2.8 MI) SOUTH-SOUTHWEST ALONG STATE ROAD 30, THENCE
 DD2003'1.3 KM (0.8 MI) EASTERLY ALONG A SAND ROAD (OLD ANNANDALE ROAD) INTO
 DD2003'THE ANNANDALE PLANTATION, THENCE 1.35 KM (0.85 MI) SOUTH ALONG A SAND
 DD2003'ROAD (RED GATE LANE), THENCE 0.5 KM (0.3 MI) EAST ALONG A SAND T-ROAD
 DD2003'(INSIDE BANK ROAD), THENCE 1.55 KM (0.95 MI) SOUTH ALONG A DIKE ROAD
 DD2003'(FARM ROAD), THENCE 0.65 KM (0.4 MI) EASTERLY ALONG A DIKE ROAD
 DD2003'(OUTSIDE BANK ROAD), SET NEAR AN UNIDENTIFIED 8-INCH TREE IN A
 DD2003'CLUSTER OF SMALL WILD CHERRY TREES IN THE MIDDLE OF A TURN-AROUND
 DD2003'NEAR A LOOKOUT TOWER, 3.4 METERS (11.2 FT) SOUTH-SOUTHEAST OF THE
 DD2003'CENTER OF THE ROAD, 1.73 METERS (5.7 FT) NORTH OF THE TREE, 52.58
 DD2003'METERS (172.5 FT) WEST-NORTHWEST OF THE NORTHWEST LEG OF THE TOWER, A
 DD2003'ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE FLUSH WITH THE
 DD2003'GROUND.
 DD2003'THE MARK IS 0.17 METERS  NNW FROM  A WITNESS POST
 DD2003'THE MARK IS 0.4 M BELOW THE ROAD.
 DD2003
 DD2003                          STATION RECOVERY (1992)
 DD2003
 DD2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD2003'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0919 ***********************************************************************
 DD0919  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0919  DESIGNATION -  866 2977 TIDAL BR 2
 DD0919  PID         -  DD0919
 DD0919  STATE/COUNTY-  SC/GEORGETOWN
 DD0919  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD0919
 DD0919                         *CURRENT SURVEY CONTROL
 DD0919  ___________________________________________________________________
 DD0919* NAD 83(1986)-  33 28 49.     (N)    079 16 18.     (W)     SCALED    
 DD0919* NAVD 88     -         4.290  (meters)      14.07   (feet)  ADJUSTED  
 DD0919  ___________________________________________________________________
 DD0919  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DD0919  DYNAMIC HT  -           4.286 (meters)      14.06  (feet)  COMP
 DD0919  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 DD0919
 DD0919  VERT ORDER  -  FIRST     CLASS II
 DD0919
 DD0919.The horizontal coordinates were scaled from a topographic map and have
 DD0919.an estimated accuracy of +/- 6 seconds.
 DD0919
 DD0919.The orthometric height was determined by differential leveling
 DD0919.and adjusted by the National Geodetic Survey in June 1991..
 DD0919
 DD0919.This Tidal Bench Mark is designated as VM 14291
 DD0919.by the Center for Operational Oceanographic Products and Services.
 DD0919
 DD0919.The geoid height was determined by GEOID03.
 DD0919
 DD0919.The dynamic height is computed by dividing the NAVD 88
 DD0919.geopotential number by the normal gravity value computed on the
 DD0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0919.degrees latitude (g = 980.6199 gals.).
 DD0919
 DD0919.The modeled gravity was interpolated from observed gravity values.
 DD0919
 DD0919;                    North         East    Units  Estimated Accuracy
 DD0919;SPC SC       -   183,980.      770,200.      MT  (+/- 180 meters Scaled)
 DD0919
 DD0919                          SUPERSEDED SURVEY CONTROL
 DD0919
 DD0919  NGVD 29 (03/21/89)    4.596  (m)           15.08   (f) ADJUSTED    1 2
 DD0919
 DD0919.Superseded values are not recommended for survey control.
 DD0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0919.See file dsdata.txt to determine how the superseded data were derived.
 DD0919
 DD0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT605058(NAD 83)
 DD0919_MARKER: DJ = TIDAL STATION DISK
 DD0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD0919_SP_SET: BRIDGE RAILING
 DD0919_STAMPING: BR NO 2 1975
 DD0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0919
 DD0919  HISTORY     - Date     Condition        Report By
 DD0919  HISTORY     - 1975     MONUMENTED       NOS
 DD0919  HISTORY     - 1979     GOOD             NGS
 DD0919  HISTORY     - 1987     MARK NOT FOUND   SCGS
 DD0919  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DD0919  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 DD0919
 DD0919                          STATION DESCRIPTION
 DD0919
 DD0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0919'7.2 MI NORTH FROM GEORGETOWN.
 DD0919'7.2 MILES NORTH ALONG U.S. HIGHWAY 702 FROM THE JUNCTION OF U.S.
 DD0919'HIGHWAY 17 AND 701 IN GEORGETOWN.  SET IN THE NORTHEAST CORNER OF THE
 DD0919'BRIDGE OVER BLACK RIVER, ON TOP OF THE GUARD RAIL BASE, 12 FEET EAST
 DD0919'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF THE NORTH END OF
 DD0919'THE GUARD RAIL BASE, AND 1 FOOT WEST OF THE CONCRETE GUARD RAIL.
 DD0919'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DD0919
 DD0919                          STATION RECOVERY (1987)
 DD0919
 DD0919'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD0919'NOT RECOVERED, THE BRIDGE THIS MARKS WAS IN HAS BEEN DESTROYED.
 DD0919
 DD0919                          STATION RECOVERY (1989)
 DD0919
 DD0919'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0919'MARK NOT FOUND.
 DD0919
 DD0919                          STATION RECOVERY (1994)
 DD0919
 DD0919'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0918 ***********************************************************************
 DD0918  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0918  DESIGNATION -  866 2977 TIDAL BR 3
 DD0918  PID         -  DD0918
 DD0918  STATE/COUNTY-  SC/GEORGETOWN
 DD0918  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD0918
 DD0918                         *CURRENT SURVEY CONTROL
 DD0918  ___________________________________________________________________
 DD0918* NAD 83(1986)-  33 28 51.     (N)    079 16 14.     (W)     SCALED    
 DD0918* NAVD 88     -         4.220  (meters)      13.85   (feet)  ADJUSTED  
 DD0918  ___________________________________________________________________
 DD0918  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DD0918  DYNAMIC HT  -           4.215 (meters)      13.83  (feet)  COMP
 DD0918  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 DD0918
 DD0918  VERT ORDER  -  FIRST     CLASS II
 DD0918
 DD0918.The horizontal coordinates were scaled from a topographic map and have
 DD0918.an estimated accuracy of +/- 6 seconds.
 DD0918
 DD0918.The orthometric height was determined by differential leveling
 DD0918.and adjusted by the National Geodetic Survey in June 1991..
 DD0918
 DD0918.This Tidal Bench Mark is designated as VM 14292
 DD0918.by the Center for Operational Oceanographic Products and Services.
 DD0918
 DD0918.The geoid height was determined by GEOID03.
 DD0918
 DD0918.The dynamic height is computed by dividing the NAVD 88
 DD0918.geopotential number by the normal gravity value computed on the
 DD0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0918.degrees latitude (g = 980.6199 gals.).
 DD0918
 DD0918.The modeled gravity was interpolated from observed gravity values.
 DD0918
 DD0918;                    North         East    Units  Estimated Accuracy
 DD0918;SPC SC       -   184,050.      770,300.      MT  (+/- 180 meters Scaled)
 DD0918
 DD0918                          SUPERSEDED SURVEY CONTROL
 DD0918
 DD0918  NGVD 29 (03/21/89)    4.526  (m)           14.85   (f) ADJUSTED    1 2
 DD0918
 DD0918.Superseded values are not recommended for survey control.
 DD0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0918.See file dsdata.txt to determine how the superseded data were derived.
 DD0918
 DD0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT606059(NAD 83)
 DD0918_MARKER: DJ = TIDAL STATION DISK
 DD0918_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0918_SP_SET: COPPER-CLAD STEEL ROD
 DD0918_STAMPING: BR NO 3 1975
 DD0918_MARK LOGO: NOS   
 DD0918_PROJECTION: FLUSH
 DD0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0918_ROD/PIPE-DEPTH: 6.10 meters
 DD0918
 DD0918  HISTORY     - Date     Condition        Report By
 DD0918  HISTORY     - 1975     MONUMENTED       NOS
 DD0918  HISTORY     - 1979     GOOD             NGS
 DD0918  HISTORY     - 1987     GOOD             SCGS
 DD0918  HISTORY     - 1989     GOOD             USPSQD
 DD0918  HISTORY     - 19940616 GOOD             USPSQD
 DD0918
 DD0918                          STATION DESCRIPTION
 DD0918
 DD0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0918'7.2 MI NORTH FROM GEORGETOWN.
 DD0918'7.2 MILES NORTH ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD0918'HIGHWAYS 17 AND 701 IN GEORGETOWN, 360 FEET NORTHEAST OF THE NORTHEAST
 DD0918'CORNER OF THE BRIDGE OVER BLACK RIVER, 32 FEET NORTHEAST OF THE
 DD0918'CENTERLINE OF THE HIGHWAY, 5.5 FEET NORTH OF A POWER POLE, AND 5.5
 DD0918'FEET SOUTHWEST OF A CHAIN LINK FENCE.
 DD0918'THE MARK IS 3 FT  S FROM A WITNESS POST.
 DD0918'THE MARK IS 3 FT BELOW THE HIGHWAY.
 DD0918
 DD0918                          STATION RECOVERY (1987)
 DD0918
 DD0918'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD0918'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 12.3 KM
 DD0918'(7.65 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER STREET)
 DD0918'FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE (CHURCH
 DD0918'STREET) IN GEORGETOWN, THENCE 0.15 KM (0.1 MI) SOUTHERLY ALONG OLD
 DD0918'HIGHWAY 701, SET NEAR A CHAIN LINK AND BARBED WIRE FENCE, 0.25 KM
 DD0918'(0.15 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF STATE ROAD 4 AND HIGHWAY
 DD0918'701, 9.85 METERS (32.3 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE OLD
 DD0918'HIGHWAY, 1.75 METERS (5.7 FT) NORTH-NORTHWEST OF THE FENCE, 91.65
 DD0918'METERS (300.7 FT) SOUTHWEST OF TIDAL BENCH MARK 866 2977 BR 4, 107.9
 DD0918'METERS (354.0 FT) EAST-NORTHEAST OF THE EAST-NORTHEAST CORNER OF THE
 DD0918'BRIDGE OVER THE BLACK RIVER.
 DD0918'THE MARK IS 1.63 METERS  NNW FROM  A WITNESS POST
 DD0918'THE MARK IS 1.1 M BELOW THE OLD HIGHWAY.
 DD0918
 DD0918                          STATION RECOVERY (1989)
 DD0918
 DD0918'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0918'RECOVERED IN GOOD CONDITION.
 DD0918
 DD0918                          STATION RECOVERY (1994)
 DD0918
 DD0918'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0917 ***********************************************************************
 DD0917  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0917  DESIGNATION -  866 2977 TIDAL BR 4
 DD0917  PID         -  DD0917
 DD0917  STATE/COUNTY-  SC/GEORGETOWN
 DD0917  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD0917
 DD0917                         *CURRENT SURVEY CONTROL
 DD0917  ___________________________________________________________________
 DD0917* NAD 83(1986)-  33 28 57.     (N)    079 16 10.     (W)     SCALED    
 DD0917* NAVD 88     -         4.441  (meters)      14.57   (feet)  ADJUSTED  
 DD0917  ___________________________________________________________________
 DD0917  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DD0917  DYNAMIC HT  -           4.436 (meters)      14.55  (feet)  COMP
 DD0917  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DD0917
 DD0917  VERT ORDER  -  FIRST     CLASS II
 DD0917
 DD0917.The horizontal coordinates were scaled from a topographic map and have
 DD0917.an estimated accuracy of +/- 6 seconds.
 DD0917
 DD0917.The orthometric height was determined by differential leveling
 DD0917.and adjusted by the National Geodetic Survey in June 1991..
 DD0917
 DD0917.This Tidal Bench Mark is designated as VM 14293
 DD0917.by the Center for Operational Oceanographic Products and Services.
 DD0917
 DD0917.The geoid height was determined by GEOID03.
 DD0917
 DD0917.The dynamic height is computed by dividing the NAVD 88
 DD0917.geopotential number by the normal gravity value computed on the
 DD0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0917.degrees latitude (g = 980.6199 gals.).
 DD0917
 DD0917.The modeled gravity was interpolated from observed gravity values.
 DD0917
 DD0917;                    North         East    Units  Estimated Accuracy
 DD0917;SPC SC       -   184,230.      770,400.      MT  (+/- 180 meters Scaled)
 DD0917
 DD0917                          SUPERSEDED SURVEY CONTROL
 DD0917
 DD0917  NGVD 29 (03/21/89)    4.747  (m)           15.57   (f) ADJUSTED    1 2
 DD0917
 DD0917.Superseded values are not recommended for survey control.
 DD0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0917.See file dsdata.txt to determine how the superseded data were derived.
 DD0917
 DD0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT607061(NAD 83)
 DD0917_MARKER: DJ = TIDAL STATION DISK
 DD0917_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0917_SP_SET: COPPER-CLAD STEEL ROD
 DD0917_STAMPING: BR NO 4 1975
 DD0917_MARK LOGO: NOS   
 DD0917_PROJECTION: FLUSH
 DD0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0917_ROD/PIPE-DEPTH: 6.10 meters
 DD0917
 DD0917  HISTORY     - Date     Condition        Report By
 DD0917  HISTORY     - 1975     MONUMENTED       NOS
 DD0917  HISTORY     - 1975     GOOD             NOS
 DD0917  HISTORY     - 1979     GOOD             NGS
 DD0917  HISTORY     - 1989     GOOD             USPSQD
 DD0917  HISTORY     - 19940616 GOOD             USPSQD
 DD0917
 DD0917                          STATION DESCRIPTION
 DD0917
 DD0917'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 DD0917'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 12.3 KM
 DD0917'(7.65 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER STREET)
 DD0917'FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE (CHURCH
 DD0917'STREET) IN GEORGETOWN, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG OLD
 DD0917'HIGHWAY 701, SET NEAR A CHAIN LINK AND BARBED WIRE FENCE, 0.05 KM
 DD0917'(0.1 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF STATE ROAD 4 AND HIGHWAY
 DD0917'701, 43.75 METERS (143.5 FT) SOUTHEAST OF THE CENTER OF HIGHWAY 701,
 DD0917'10.0 METERS (32.8 FT) SOUTHEAST OF THE CENTER OF THE OLD HIGHWAY,
 DD0917'1.51 METERS (5.0 FT) NORTHWEST OF THE FENCE.
 DD0917'THE MARK IS 1.02 METERS  SW FROM  A WITNESS POST
 DD0917'THE MARK IS 0.95 M BELOW THE OLD HIGHWAY.
 DD0917
 DD0917                          STATION RECOVERY (1979)
 DD0917
 DD0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0917'7.3 MI NORTH FROM GEORGETOWN.
 DD0917'7.3 MILES NORTH ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD0917'HIGHWAYS 17 AND 701 IN GEORGETOWN, 0.1 MILE NORTH OF A BRIDGE OVER
 DD0917'BLACK RIVER, 0.1 MILE SOUTH OF THE INTERSECTION OF COUNTY ROAD
 DD0917'S-22-4, 33 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET
 DD0917'SOUTHWEST OF A CHAIN LINK FENCE, AND 3.5 FEET NORTH OF A POWER POLE.
 DD0917'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 DD0917'THE MARK IS 4 FT BELOW THE HIGHWAY.
 DD0917
 DD0917                          STATION RECOVERY (1989)
 DD0917
 DD0917'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0917'RECOVERED IN GOOD CONDITION.
 DD0917
 DD0917                          STATION RECOVERY (1994)
 DD0917
 DD0917'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0914 ***********************************************************************
 DD0914  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0914  DESIGNATION -  866 2977 TIDAL BR 5
 DD0914  PID         -  DD0914
 DD0914  STATE/COUNTY-  SC/GEORGETOWN
 DD0914  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD0914
 DD0914                         *CURRENT SURVEY CONTROL
 DD0914  ___________________________________________________________________
 DD0914* NAD 83(1986)-  33 28 57.     (N)    079 16 10.     (W)     SCALED    
 DD0914* NAVD 88     -         3.917  (meters)      12.85   (feet)  ADJUSTED  
 DD0914  ___________________________________________________________________
 DD0914  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DD0914  DYNAMIC HT  -           3.913 (meters)      12.84  (feet)  COMP
 DD0914  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DD0914
 DD0914  VERT ORDER  -  FIRST     CLASS II
 DD0914
 DD0914.The horizontal coordinates were scaled from a topographic map and have
 DD0914.an estimated accuracy of +/- 6 seconds.
 DD0914
 DD0914.The orthometric height was determined by differential leveling
 DD0914.and adjusted by the National Geodetic Survey in June 1991..
 DD0914
 DD0914.This Tidal Bench Mark is designated as VM 14294
 DD0914.by the Center for Operational Oceanographic Products and Services.
 DD0914
 DD0914.The geoid height was determined by GEOID03.
 DD0914
 DD0914.The dynamic height is computed by dividing the NAVD 88
 DD0914.geopotential number by the normal gravity value computed on the
 DD0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0914.degrees latitude (g = 980.6199 gals.).
 DD0914
 DD0914.The modeled gravity was interpolated from observed gravity values.
 DD0914
 DD0914;                    North         East    Units  Estimated Accuracy
 DD0914;SPC SC       -   184,230.      770,400.      MT  (+/- 180 meters Scaled)
 DD0914
 DD0914                          SUPERSEDED SURVEY CONTROL
 DD0914
 DD0914  NGVD 29 (03/21/89)    4.223  (m)           13.86   (f) ADJUSTED    1 2
 DD0914
 DD0914.Superseded values are not recommended for survey control.
 DD0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0914.See file dsdata.txt to determine how the superseded data were derived.
 DD0914
 DD0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT607061(NAD 83)
 DD0914_MARKER: DJ = TIDAL STATION DISK
 DD0914_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0914_SP_SET: COPPER-CLAD STEEL ROD
 DD0914_STAMPING: BR NO 5 1975
 DD0914_PROJECTION: FLUSH
 DD0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0914_ROD/PIPE-DEPTH: 6.10 meters
 DD0914
 DD0914  HISTORY     - Date     Condition        Report By
 DD0914  HISTORY     - 1975     MONUMENTED       NOS
 DD0914  HISTORY     - 1979     GOOD             NGS
 DD0914  HISTORY     - 1987     MARK NOT FOUND   SCGS
 DD0914  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DD0914  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 DD0914
 DD0914                          STATION DESCRIPTION
 DD0914
 DD0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0914'7.4 MI NORTH FROM GEORGETOWN.
 DD0914'7.4 MILES NORTH ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S.
 DD0914'HIGHWAYS 17 AND 701 IN GEORGETOWN.  SET AT THE INTERSECTION OF
 DD0914'COUNTY ROAD S-22-4 LEADING NORTHWEST, 189 FEET SOUTH OF THE CENTERLINE
 DD0914'OF COUNTY ROAD S-22-4, 76.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DD0914'BLACK RIVER MERCANTILE COMPANY, 39.5 FEET NORTHWEST OF THE CENTERLINE
 DD0914'OF THE HIGHWAY, 28 FEET SOUTHEAST OF A POWER POLE WITH A YARD LIGHT,
 DD0914'AND 7.5 FEET SOUTHEAST OF A STEEL GULF SIGN.
 DD0914'THE MARK IS 4 FT  N FROM A WITNESS POST.
 DD0914'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DD0914
 DD0914                          STATION RECOVERY (1987)
 DD0914
 DD0914'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD0914'NOT RECOVERED, THE GULF STATION HAS BEEN TORE DOWN AND THE HIGHWAY
 DD0914'MOVED, PRESUMED DESTROYED.
 DD0914
 DD0914                          STATION RECOVERY (1989)
 DD0914
 DD0914'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0914'MARK NOT FOUND.
 DD0914
 DD0914                          STATION RECOVERY (1994)
 DD0914
 DD0914'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2221 ***********************************************************************
 DD2221  DESIGNATION -  866 2977 TIDAL BR 6
 DD2221  PID         -  DD2221
 DD2221  STATE/COUNTY-  SC/GEORGETOWN
 DD2221  USGS QUAD   -  GEORGETOWN NORTH (1973)
 DD2221
 DD2221                         *CURRENT SURVEY CONTROL
 DD2221  ___________________________________________________________________
 DD2221* NAD 83(1986)-  33 28 50.     (N)    079 16 19.     (W)     SCALED    
 DD2221* NAVD 88     -         7.006  (meters)      22.99   (feet)  ADJUSTED  
 DD2221  ___________________________________________________________________
 DD2221  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DD2221  DYNAMIC HT  -           6.999 (meters)      22.96  (feet)  COMP
 DD2221  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 DD2221
 DD2221  VERT ORDER  -  FIRST     CLASS II
 DD2221
 DD2221.The horizontal coordinates were scaled from a topographic map and have
 DD2221.an estimated accuracy of +/- 6 seconds.
 DD2221
 DD2221.The orthometric height was determined by differential leveling
 DD2221.and adjusted by the National Geodetic Survey in June 1991..
 DD2221
 DD2221.The geoid height was determined by GEOID03.
 DD2221
 DD2221.The dynamic height is computed by dividing the NAVD 88
 DD2221.geopotential number by the normal gravity value computed on the
 DD2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2221.degrees latitude (g = 980.6199 gals.).
 DD2221
 DD2221.The modeled gravity was interpolated from observed gravity values.
 DD2221
 DD2221;                    North         East    Units  Estimated Accuracy
 DD2221;SPC SC       -   184,010.      770,170.      MT  (+/- 180 meters Scaled)
 DD2221
 DD2221                          SUPERSEDED SURVEY CONTROL
 DD2221
 DD2221  NGVD 29 (03/21/89)    7.312  (m)           23.99   (f) ADJUSTED    1 2
 DD2221
 DD2221.Superseded values are not recommended for survey control.
 DD2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2221.See file dsdata.txt to determine how the superseded data were derived.
 DD2221
 DD2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT605058(NAD 83)
 DD2221_MARKER: DJ = TIDAL STATION DISK
 DD2221_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD2221_SP_SET: DECK ABOVE ABUTMENT OF A BRIDG
 DD2221_STAMPING: BR NO 6 1987
 DD2221_MARK LOGO: NOS   
 DD2221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2221
 DD2221  HISTORY     - Date     Condition        Report By
 DD2221  HISTORY     - 1987     MONUMENTED       SCGS
 DD2221  HISTORY     - 1989     GOOD             USPSQD
 DD2221  HISTORY     - 19940616 GOOD             USPSQD
 DD2221
 DD2221                          STATION DESCRIPTION
 DD2221
 DD2221'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2221'11.7 KM (7.3 MI) NORTH FROM GEORGETOWN.
 DD2221'12.15 KM (7.55 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER
 DD2221'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE
 DD2221'(CHURCH STREET) IN GEORGETOWN, SET IN THE DECK ABOVE THE ABUTMENT AT
 DD2221'THE NORTHEAST CORNER OF THE BRIDGE OVER THE BLACK RIVER, 0.3 KM (0.2
 DD2221'MI) SOUTHWESTERLY OF THE JUNCTION OF STATE ROAD 4, 6.65 METERS (21.8
 DD2221'FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 0.35 METER (1.1 FT)
 DD2221'SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE.
 DD2221'THE MARK IS 1.85 METERS  SW FROM  A WITNESS POST
 DD2221'THE MARK IS ABOVE LEVEL WITH THE DECK.
 DD2221
 DD2221                          STATION RECOVERY (1989)
 DD2221
 DD2221'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD2221'RECOVERED IN GOOD CONDITION.
 DD2221
 DD2221                          STATION RECOVERY (1994)
 DD2221
 DD2221'RECOVERY NOTE BY US POWER SQUADRON 1994
 DD2221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2418 ***********************************************************************
 DD2418  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2418  DESIGNATION -  866 3219 TIDAL SGC 5
 DD2418  PID         -  DD2418
 DD2418  STATE/COUNTY-  SC/CHARLESTON
 DD2418  USGS QUAD   -  MINIM ISLAND (1973)
 DD2418
 DD2418                         *CURRENT SURVEY CONTROL
 DD2418  ___________________________________________________________________
 DD2418* NAD 83(1986)-  33 08 41.     (N)    079 19 26.     (W)     SCALED    
 DD2418* NAVD 88     -         3.052  (meters)      10.01   (feet)  ADJUSTED  
 DD2418  ___________________________________________________________________
 DD2418  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD2418  DYNAMIC HT  -           3.048 (meters)      10.00  (feet)  COMP
 DD2418  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DD2418
 DD2418  VERT ORDER  -  FIRST     CLASS II
 DD2418
 DD2418.The horizontal coordinates were scaled from a topographic map and have
 DD2418.an estimated accuracy of +/- 6 seconds.
 DD2418
 DD2418.The orthometric height was determined by differential leveling
 DD2418.and adjusted by the National Geodetic Survey in June 1991..
 DD2418
 DD2418.This Tidal Bench Mark is designated as VM 14299
 DD2418.by the Center for Operational Oceanographic Products and Services.
 DD2418
 DD2418.The geoid height was determined by GEOID03.
 DD2418
 DD2418.The dynamic height is computed by dividing the NAVD 88
 DD2418.geopotential number by the normal gravity value computed on the
 DD2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2418.degrees latitude (g = 980.6199 gals.).
 DD2418
 DD2418.The modeled gravity was interpolated from observed gravity values.
 DD2418
 DD2418;                    North         East    Units  Estimated Accuracy
 DD2418;SPC SC       -   146,700.      765,950.      MT  (+/- 180 meters Scaled)
 DD2418
 DD2418                          SUPERSEDED SURVEY CONTROL
 DD2418
 DD2418  NGVD 29 (03/21/89)    3.354  (m)           11.00   (f) ADJUSTED    1 2
 DD2418
 DD2418.Superseded values are not recommended for survey control.
 DD2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2418.See file dsdata.txt to determine how the superseded data were derived.
 DD2418
 DD2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS563685(NAD 83)
 DD2418_MARKER: DJ = TIDAL STATION DISK
 DD2418_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2418_SP_SET: COPPER-CLAD STEEL ROD
 DD2418_STAMPING: S. G. C. NO. 5 1975
 DD2418_MARK LOGO: NOS   
 DD2418_PROJECTION: PROJECTING 15 CENTIMETERS
 DD2418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2418_ROD/PIPE-DEPTH: 4.0  meters
 DD2418
 DD2418  HISTORY     - Date     Condition        Report By
 DD2418  HISTORY     - 1975     MONUMENTED       NOS
 DD2418  HISTORY     - 1987     GOOD             SCGS
 DD2418
 DD2418                          STATION DESCRIPTION
 DD2418
 DD2418'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2418'25.4 KM (15.8 MI) SSW FROM GEORGETOWN.
 DD2418'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2418'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2418'STREET) IN GEORGETOWN, THENCE 2.4 KM (1.5 MI) SOUTH-SOUTHEAST ALONG
 DD2418'STATE ROAD 857 (SOUTH SANTEE ROAD) TO THE ENTRANCE TO SANTEE COASTAL
 DD2418'RESERVE, THENCE 4.35 KM (2.7 MI) SOUTHEAST AND EASTERLY ALONG THE
 DD2418'ENTRANCE ROAD (SANTEE GUN CLUB ROAD) TO A V-JUNCTION (SAND ROAD
 DD2418'LEADING TO THE BIG GAME CHECK STATION), CONTINUE 1.2 KM (0.75 MI)
 DD2418'SOUTHEAST ALONG THE MAIN ROAD TO A MAINTENANCE GARAGE, CONTINUE 3.7
 DD2418'KM (2.3 MI) SOUTHEASTERLY ALONG A GRASS ROAD (LEADS TO ABANDONED RICE
 DD2418'FIELDS) TO THE INTRACOASTAL WATERWAY, THENCE 2.25 KM (1.4 MI)
 DD2418'NORTHEAST ALONG A SAND ROAD, SET NEAR A LONE PINE TREE IN THE
 DD2418'SOUTHEAST ANGLE OF A SAND ROAD LEADING TO A LOOKOUT TOWER, 24.4
 DD2418'METERS (80.0 FT) EAST-NORTHEAST OF THE CENTER OF THE ROAD, 21.6
 DD2418'METERS (70.9 FT) SOUTH OF THE CENTER OF THE ROAD TO THE TOWER, 77.1
 DD2418'METERS (253.0 FT) WEST-SOUTHWEST OF THE EAST-NORTHEAST LEG OF THE
 DD2418'TOWER, 4.12 METERS (13.5 FT) SOUTHEAST OF THE TREE.
 DD2418'THE MARK IS 0.85 METERS  N FROM  A WITNESS POST
 DD2418'THE MARK IS 0.9 M ABOVE THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2419 ***********************************************************************
 DD2419  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2419  DESIGNATION -  866 3219 TIDAL SGC 4
 DD2419  PID         -  DD2419
 DD2419  STATE/COUNTY-  SC/CHARLESTON
 DD2419  USGS QUAD   -  MINIM ISLAND (1973)
 DD2419
 DD2419                         *CURRENT SURVEY CONTROL
 DD2419  ___________________________________________________________________
 DD2419* NAD 83(1986)-  33 08 43.     (N)    079 19 25.     (W)     SCALED    
 DD2419* NAVD 88     -         2.970  (meters)       9.74   (feet)  ADJUSTED  
 DD2419  ___________________________________________________________________
 DD2419  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD2419  DYNAMIC HT  -           2.967 (meters)       9.73  (feet)  COMP
 DD2419  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DD2419
 DD2419  VERT ORDER  -  FIRST     CLASS II
 DD2419
 DD2419.The horizontal coordinates were scaled from a topographic map and have
 DD2419.an estimated accuracy of +/- 6 seconds.
 DD2419
 DD2419.The orthometric height was determined by differential leveling
 DD2419.and adjusted by the National Geodetic Survey in June 1991..
 DD2419
 DD2419.This Tidal Bench Mark is designated as VM 14298
 DD2419.by the Center for Operational Oceanographic Products and Services.
 DD2419
 DD2419.The geoid height was determined by GEOID03.
 DD2419
 DD2419.The dynamic height is computed by dividing the NAVD 88
 DD2419.geopotential number by the normal gravity value computed on the
 DD2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2419.degrees latitude (g = 980.6199 gals.).
 DD2419
 DD2419.The modeled gravity was interpolated from observed gravity values.
 DD2419
 DD2419;                    North         East    Units  Estimated Accuracy
 DD2419;SPC SC       -   146,760.      765,970.      MT  (+/- 180 meters Scaled)
 DD2419
 DD2419                          SUPERSEDED SURVEY CONTROL
 DD2419
 DD2419  NGVD 29 (03/21/89)    3.273  (m)           10.74   (f) ADJUSTED    1 2
 DD2419
 DD2419.Superseded values are not recommended for survey control.
 DD2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2419.See file dsdata.txt to determine how the superseded data were derived.
 DD2419
 DD2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS563686(NAD 83)
 DD2419_MARKER: DJ = TIDAL STATION DISK
 DD2419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2419_SP_SET: COPPER-CLAD STEEL ROD
 DD2419_STAMPING: S. G. C. NO. 4 1975
 DD2419_MARK LOGO: NOS   
 DD2419_PROJECTION: PROJECTING 8 CENTIMETERS
 DD2419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2419_ROD/PIPE-DEPTH: 4.0  meters
 DD2419
 DD2419  HISTORY     - Date     Condition        Report By
 DD2419  HISTORY     - 1975     MONUMENTED       NOS
 DD2419  HISTORY     - 1987     GOOD             SCGS
 DD2419
 DD2419                          STATION DESCRIPTION
 DD2419
 DD2419'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2419'25.4 KM (15.8 MI) SSW FROM GEORGETOWN.
 DD2419'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2419'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2419'STREET) IN GEORGETOWN, THENCE 2.4 KM (1.5 MI) SOUTH-SOUTHEAST ALONG
 DD2419'STATE ROAD 857 (SOUTH SANTEE ROAD) TO THE ENTRANCE TO THE SANTEE
 DD2419'COASTAL RESERVE, THENCE 4.35 KM (2.7 MI) SOUTHEAST AND EASTERLY ALONG
 DD2419'THE ENTRANCE ROAD (SANTEE GUN CLUB ROAD) TO A V-JUNCTION (SAND ROAD
 DD2419'LEADING TO THE BIG GAME CHECK STATION), CONTINUE 1.2 KM (0.75 MI)
 DD2419'SOUTHEAST ALONG THE MAIN ROAD TO A MAINTENANCE GARAGE, CONTINUE 3.7
 DD2419'KM (2.3 MI) SOUTHEASTERLY ALONG A GRASS ROAD (LEADING TO ABANDONED
 DD2419'RICE FIELDS) TO THE INTRACOASTAL WATERWAY, THENCE 2.25 KM (1.4.  MI)
 DD2419'NORTHEAST ALONG A SAND ROAD, SET NEAR A LONE PINE TREE IN THE
 DD2419'NORTHEAST ANGLE OF A SAND ROAD LEADING TO A LOOKOUT TOWER, 16.4
 DD2419'METERS (53.8 FT) NORTH OF THE CENTER OF THE ROAD TO THE TOWER, 61.4
 DD2419'METERS (201.4 FT) WEST OF THE EAST-NORTHEAST LEG OF THE TOWER, 26.0
 DD2419'METERS (85.3 FT) SOUTHEAST OF THE TREE.
 DD2419'THE MARK IS 0.85 METERS  N FROM  A WITNESS POST
 DD2419'THE MARK IS 0.9 M ABOVE THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2420 ***********************************************************************
 DD2420  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2420  DESIGNATION -  866 3219 TIDAL SGC 3
 DD2420  PID         -  DD2420
 DD2420  STATE/COUNTY-  SC/CHARLESTON
 DD2420  USGS QUAD   -  MINIM ISLAND (1973)
 DD2420
 DD2420                         *CURRENT SURVEY CONTROL
 DD2420  ___________________________________________________________________
 DD2420* NAD 83(1986)-  33 08 42.     (N)    079 19 23.     (W)     SCALED    
 DD2420* NAVD 88     -         3.023  (meters)       9.92   (feet)  ADJUSTED  
 DD2420  ___________________________________________________________________
 DD2420  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD2420  DYNAMIC HT  -           3.020 (meters)       9.91  (feet)  COMP
 DD2420  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DD2420
 DD2420  VERT ORDER  -  FIRST     CLASS II
 DD2420
 DD2420.The horizontal coordinates were scaled from a topographic map and have
 DD2420.an estimated accuracy of +/- 6 seconds.
 DD2420
 DD2420.The orthometric height was determined by differential leveling
 DD2420.and adjusted by the National Geodetic Survey in June 1991..
 DD2420
 DD2420.This Tidal Bench Mark is designated as VM 14297
 DD2420.by the Center for Operational Oceanographic Products and Services.
 DD2420
 DD2420.The geoid height was determined by GEOID03.
 DD2420
 DD2420.The dynamic height is computed by dividing the NAVD 88
 DD2420.geopotential number by the normal gravity value computed on the
 DD2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2420.degrees latitude (g = 980.6199 gals.).
 DD2420
 DD2420.The modeled gravity was interpolated from observed gravity values.
 DD2420
 DD2420;                    North         East    Units  Estimated Accuracy
 DD2420;SPC SC       -   146,730.      766,030.      MT  (+/- 180 meters Scaled)
 DD2420
 DD2420                          SUPERSEDED SURVEY CONTROL
 DD2420
 DD2420  NGVD 29 (03/21/89)    3.325  (m)           10.91   (f) ADJUSTED    1 2
 DD2420
 DD2420.Superseded values are not recommended for survey control.
 DD2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2420.See file dsdata.txt to determine how the superseded data were derived.
 DD2420
 DD2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS564686(NAD 83)
 DD2420_MARKER: DJ = TIDAL STATION DISK
 DD2420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2420_SP_SET: COPPER-CLAD STEEL ROD
 DD2420_STAMPING: S. G. C. NO. 3 1975
 DD2420_MARK LOGO: NOS   
 DD2420_PROJECTION: PROJECTING 10 CENTIMETERS
 DD2420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2420_ROD/PIPE-DEPTH: 10.4 meters
 DD2420
 DD2420  HISTORY     - Date     Condition        Report By
 DD2420  HISTORY     - 1975     MONUMENTED       NOS
 DD2420  HISTORY     - 1987     GOOD             SCGS
 DD2420
 DD2420                          STATION DESCRIPTION
 DD2420
 DD2420'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2420'25.4 KM (15.8 MI) SSW FROM GEORGETOWN.
 DD2420'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2420'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2420'STREET) IN GEORGETOWN, THENCE 2.4 KM (1.5 MI) SOUTH-SOUTHEAST ALONG
 DD2420'STATE ROAD 857 (SOUTH SANTEE ROAD) TO THE ENTRANCE TO THE SANTEE
 DD2420'COASTAL RESERVE, THENCE 4.35 KM (2.7 MI) SOUTHEAST AND EASTERLY ALONG
 DD2420'THE ENTRANCE ROAD (SANTEE GUN CLUB ROAD) TO A V-JUNCTION (SAND ROAD
 DD2420'LEADING TO THE BIG GAME CHECK STATION), CONTINUE 1.2 KM (0.75 MI)
 DD2420'SOUTHEAST ALONG THE MAIN ROAD TO A MAINTENANCE GARAGE, CONTINUE 3.7
 DD2420'KM (2.3 MI) SOUTHEASTERLY ALONG A GRASS ROAD (LEADING TO ABANDONED
 DD2420'RICE FIELDS) TO THE INTRACOASTAL WATERWAY, THENCE 2.25 KM (1.4 MI)
 DD2420'NORTHEAST ALONG A SAND ROAD, THENCE 0.1 KM (0.05 MI) EAST ALONG A
 DD2420'SAND ROAD LEADING TO A LOOKOUT TOWER, SET NEAR THE TOWER, 41.0 METERS
 DD2420'(134.5 FT) WEST OF TIDAL BENCH MARK 866 3219 TIDAL SGC 1, 13.3 METERS
 DD2420'(43.6 FT) NORTH OF THE CENTER OF THE ROAD, 29.1 METERS (95.5 FT)
 DD2420'WEST-NORTHWEST OF THE NORTH-NORTHWEST LEG OF THE TOWER.
 DD2420'THE MARK IS 0.88 METERS  NE FROM  A WITNESS POST
 DD2420'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2421 ***********************************************************************
 DD2421  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2421  DESIGNATION -  866 3219 TIDAL SGC 2
 DD2421  PID         -  DD2421
 DD2421  STATE/COUNTY-  SC/CHARLESTON
 DD2421  USGS QUAD   -  MINIM ISLAND (1973)
 DD2421
 DD2421                         *CURRENT SURVEY CONTROL
 DD2421  ___________________________________________________________________
 DD2421* NAD 83(1986)-  33 08 44.     (N)    079 19 21.     (W)     SCALED    
 DD2421* NAVD 88     -         2.294  (meters)       7.53   (feet)  ADJUSTED  
 DD2421  ___________________________________________________________________
 DD2421  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD2421  DYNAMIC HT  -           2.292 (meters)       7.52  (feet)  COMP
 DD2421  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DD2421
 DD2421  VERT ORDER  -  FIRST     CLASS II
 DD2421
 DD2421.The horizontal coordinates were scaled from a topographic map and have
 DD2421.an estimated accuracy of +/- 6 seconds.
 DD2421
 DD2421.The orthometric height was determined by differential leveling
 DD2421.and adjusted by the National Geodetic Survey in June 1991..
 DD2421
 DD2421.This Tidal Bench Mark is designated as VM 14296
 DD2421.by the Center for Operational Oceanographic Products and Services.
 DD2421
 DD2421.The geoid height was determined by GEOID03.
 DD2421
 DD2421.The dynamic height is computed by dividing the NAVD 88
 DD2421.geopotential number by the normal gravity value computed on the
 DD2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2421.degrees latitude (g = 980.6199 gals.).
 DD2421
 DD2421.The modeled gravity was interpolated from observed gravity values.
 DD2421
 DD2421;                    North         East    Units  Estimated Accuracy
 DD2421;SPC SC       -   146,790.      766,080.      MT  (+/- 180 meters Scaled)
 DD2421
 DD2421                          SUPERSEDED SURVEY CONTROL
 DD2421
 DD2421  NGVD 29 (03/21/89)    2.597  (m)            8.52   (f) ADJUSTED    1 2
 DD2421
 DD2421.Superseded values are not recommended for survey control.
 DD2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2421.See file dsdata.txt to determine how the superseded data were derived.
 DD2421
 DD2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS564686(NAD 83)
 DD2421_MARKER: DJ = TIDAL STATION DISK
 DD2421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2421_SP_SET: COPPER-CLAD STEEL ROD
 DD2421_STAMPING: S. G. C. NO. 2 1975
 DD2421_MARK LOGO: NOS   
 DD2421_PROJECTION: PROJECTING 15 CENTIMETERS
 DD2421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2421_ROD/PIPE-DEPTH: 10.4 meters
 DD2421
 DD2421  HISTORY     - Date     Condition        Report By
 DD2421  HISTORY     - 1975     MONUMENTED       NOS
 DD2421  HISTORY     - 1987     GOOD             SCGS
 DD2421
 DD2421                          STATION DESCRIPTION
 DD2421
 DD2421'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2421'25.4 KM (15.8 MI) SSW FROM GEORGETOWN.
 DD2421'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2421'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2421'STREET) IN GEORGETOWN, THENCE 2.4 KM (1.5 MI) SOUTH-SOUTHEAST ALONG
 DD2421'STATE ROAD 857 (SOUTH SANTEE ROAD) TO THE ENTRANCE TO THE SANTEE
 DD2421'COASTAL RESERVE, THENCE 4.35 KM (2.7 MI) SOUTHEAST AND EASTERLY ALONG
 DD2421'THE ENTRANCE ROAD (SANTEE GUN CLUB ROAD) TO A V-JUNCTION (SAND ROAD
 DD2421'LEADING TO THE BIG GAME CHECK STATION), CONTINUE 1.2 KM (0.75 MI)
 DD2421'SOUTHEAST ALONG THE MAIN ROAD TO A MAINTENANCE GARAGE, CONTINUE 3.7
 DD2421'KM (2.3 MI) SOUTHEASTERLY ALONG A GRASS ROAD (LEADING TO ABANDONED
 DD2421'RICE FIELDS) TO THE INTRACOASTAL WATERWAY, THENCE 2.25 KM (1.4 MI)
 DD2421'NORTHEAST ALONG A SAND ROAD, THENCE 0.1 KM (0.05 MI) EAST ALONG A
 DD2421'SAND ROAD LEADING TO A LOOKOUT TOWER, SET NORTH-NORTHWEST OF THE
 DD2421'TOWER, 24.7 METERS (81.0 FT) NORTH-NORTHEAST OF TIDAL BENCH MARK 866
 DD2421'3219 TIDAL SGC 3, 35.8 METERS (117.4 FT) NORTH-NORTHWEST OF THE
 DD2421'NORTH-NORTHWEST LEG OF THE TOWER.
 DD2421'THE MARK IS 0.7 METERS  SSW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD2422 ***********************************************************************
 DD2422  TIDAL BM    -  This is a Tidal Bench Mark.
 DD2422  DESIGNATION -  866 3219 TIDAL SGC 1
 DD2422  PID         -  DD2422
 DD2422  STATE/COUNTY-  SC/CHARLESTON
 DD2422  USGS QUAD   -  MINIM ISLAND (1973)
 DD2422
 DD2422                         *CURRENT SURVEY CONTROL
 DD2422  ___________________________________________________________________
 DD2422* NAD 83(1986)-  33 08 41.     (N)    079 19 22.     (W)     SCALED    
 DD2422* NAVD 88     -         3.316  (meters)      10.88   (feet)  ADJUSTED  
 DD2422  ___________________________________________________________________
 DD2422  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DD2422  DYNAMIC HT  -           3.313 (meters)      10.87  (feet)  COMP
 DD2422  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DD2422
 DD2422  VERT ORDER  -  FIRST     CLASS II
 DD2422
 DD2422.The horizontal coordinates were scaled from a topographic map and have
 DD2422.an estimated accuracy of +/- 6 seconds.
 DD2422
 DD2422.The orthometric height was determined by differential leveling
 DD2422.and adjusted by the National Geodetic Survey in June 1991..
 DD2422
 DD2422.This Tidal Bench Mark is designated as VM 14295
 DD2422.by the Center for Operational Oceanographic Products and Services.
 DD2422
 DD2422.The geoid height was determined by GEOID03.
 DD2422
 DD2422.The dynamic height is computed by dividing the NAVD 88
 DD2422.geopotential number by the normal gravity value computed on the
 DD2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD2422.degrees latitude (g = 980.6199 gals.).
 DD2422
 DD2422.The modeled gravity was interpolated from observed gravity values.
 DD2422
 DD2422;                    North         East    Units  Estimated Accuracy
 DD2422;SPC SC       -   146,700.      766,050.      MT  (+/- 180 meters Scaled)
 DD2422
 DD2422                          SUPERSEDED SURVEY CONTROL
 DD2422
 DD2422  NGVD 29 (03/21/89)    3.619  (m)           11.87   (f) ADJUSTED    1 2
 DD2422
 DD2422.Superseded values are not recommended for survey control.
 DD2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2422.See file dsdata.txt to determine how the superseded data were derived.
 DD2422
 DD2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS564685(NAD 83)
 DD2422_MARKER: DJ = TIDAL STATION DISK
 DD2422_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD2422_SP_SET: COPPER-CLAD STEEL ROD
 DD2422_STAMPING: S. G. C. NO. 1 1975
 DD2422_MARK LOGO: NOS   
 DD2422_PROJECTION: PROJECTING 8 CENTIMETERS
 DD2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD2422_ROD/PIPE-DEPTH: 4.0  meters
 DD2422
 DD2422  HISTORY     - Date     Condition        Report By
 DD2422  HISTORY     - 1975     MONUMENTED       NOS
 DD2422  HISTORY     - 1987     GOOD             SCGS
 DD2422
 DD2422                          STATION DESCRIPTION
 DD2422
 DD2422'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987
 DD2422'25.4 KM (15.8 MI) SSW FROM GEORGETOWN.
 DD2422'26.15 KM (16.25 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH
 DD2422'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET
 DD2422'STREET) IN GEORGETOWN, THENCE 2.4 KM (1.5 MI) SOUTH-SOUTHEAST ALONG
 DD2422'STATE ROAD 857 (SOUTH SANTEE ROAD) TO THE ENTRANCE TO THE SANTEE
 DD2422'COASTAL RESERVE, THENCE 4.35 KM (2.7 MI) SOUTHEAST AND EASTERLY ALONG
 DD2422'THE ENTRANCE ROAD (SANTEE GUN CLUB ROAD) TO A V-JUNCTION (SAND ROAD
 DD2422'LEADING TO THE BIG GAME CHECK STATION), CONTINUE 1.2 KM (0.75 MI)
 DD2422'SOUTHEAST ALONG THE MAIN ROAD TO A MAINTENANCE GARAGE, CONTINUE 3.7
 DD2422'KM (2.3 MI) SOUTHEASTERLY ALONG A GRASS ROAD (LEADING TO ABANDONED
 DD2422'RICE FIELDS) TO THE INTRACOASTAL WATERWAY, THENCE 2.25 KM (1.4 MI)
 DD2422'NORTHEAST ALONG A SAND ROAD, THENCE 0.1 KM (0.05 MI) EAST ALONG A
 DD2422'SAND ROAD LEADING TO A LOOKOUT TOWER, SET NEAR THE TOWER, 9.8 METERS
 DD2422'(32.1 FT) EAST-NORTHEAST OF THE EAST-NORTHEAST LEG OF THE TOWER, 46.8
 DD2422'METERS (153.5 FT) SOUTHWEST OF A 30-INCH PINE TREE.
 DD2422'THE MARK IS 0.54 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1213 ***********************************************************************
 DD1213  DESIGNATION -  866 3300 D TIDAL
 DD1213  PID         -  DD1213
 DD1213  STATE/COUNTY-  SC/BERKELEY
 DD1213  USGS QUAD   -  BETHERA (1948)
 DD1213
 DD1213                         *CURRENT SURVEY CONTROL
 DD1213  ___________________________________________________________________
 DD1213* NAD 83(1986)-  33 08 05.     (N)    079 48 47.     (W)     SCALED    
 DD1213* NAVD 88     -         6.925  (meters)      22.72   (feet)  ADJUSTED  
 DD1213  ___________________________________________________________________
 DD1213  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD1213  DYNAMIC HT  -           6.918 (meters)      22.70  (feet)  COMP
 DD1213  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DD1213
 DD1213  VERT ORDER  -  FIRST     CLASS II
 DD1213
 DD1213.The horizontal coordinates were scaled from a topographic map and have
 DD1213.an estimated accuracy of +/- 6 seconds.
 DD1213
 DD1213.The orthometric height was determined by differential leveling
 DD1213.and adjusted by the National Geodetic Survey in June 1991..
 DD1213
 DD1213.The geoid height was determined by GEOID03.
 DD1213
 DD1213.The dynamic height is computed by dividing the NAVD 88
 DD1213.geopotential number by the normal gravity value computed on the
 DD1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1213.degrees latitude (g = 980.6199 gals.).
 DD1213
 DD1213.The modeled gravity was interpolated from observed gravity values.
 DD1213
 DD1213;                    North         East    Units  Estimated Accuracy
 DD1213;SPC SC       -   144,960.      720,330.      MT  (+/- 180 meters Scaled)
 DD1213
 DD1213                          SUPERSEDED SURVEY CONTROL
 DD1213
 DD1213  NGVD 29 (03/21/89)    7.225  (m)           23.70   (f) ADJUSTED    1 2
 DD1213
 DD1213.Superseded values are not recommended for survey control.
 DD1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1213.See file dsdata.txt to determine how the superseded data were derived.
 DD1213
 DD1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS107668(NAD 83)
 DD1213_MARKER: DJ = TIDAL STATION DISK
 DD1213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1213_SP_SET: COPPER-CLAD STEEL ROD
 DD1213_STAMPING: 3300 D 1976
 DD1213_MARK LOGO: NOS   
 DD1213_PROJECTION: FLUSH
 DD1213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1213+STABILITY: POSITION/ELEVATION WELL
 DD1213_ROD/PIPE-DEPTH: 12.2 meters
 DD1213
 DD1213  HISTORY     - Date     Condition        Report By
 DD1213  HISTORY     - 1976     MONUMENTED       NOS
 DD1213  HISTORY     - 1984     GOOD             SCGS
 DD1213
 DD1213                          STATION DESCRIPTION
 DD1213
 DD1213'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1213'4.5 KM (2.8 MI) NW FROM HUGER.
 DD1213'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1213'OFFICE IN HUGER TO THE INTERSECTION OF STATE HIGHWAY 402, CONTINUE 4.2
 DD1213'KILOMETERS (2.6 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 402, THENCE
 DD1213'0.2 KILOMETER (0.1 MILE) SOUTH ALONG A GRAVEL ROAD, SET NEAR A 90-INCH
 DD1213'OAK TREE ON THE CREST OF A SMALL HILL, 5.18 METERS (17.0 FEET)
 DD1213'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD,
 DD1213'4.15 METERS (13.6 FEET) SOUTH-SOUTHEAST OF THE 90-INCH OAK TREE,
 DD1213'2.23 METERS (7.3 FEET) EAST-NORTHEAST OF A WIRE FENCE, 30.33 METERS
 DD1213'(99.5 FEET) WEST-SOUTHWEST OF A 4-FOOT HIGH BRICK WATER FOUNTAIN.
 DD1213'THE MARK IS 0.30 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1211 ***********************************************************************
 DD1211  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1211  DESIGNATION -  866 3300 F TIDAL
 DD1211  PID         -  DD1211
 DD1211  STATE/COUNTY-  SC/BERKELEY
 DD1211  USGS QUAD   -  BETHERA (1948)
 DD1211
 DD1211                         *CURRENT SURVEY CONTROL
 DD1211  ___________________________________________________________________
 DD1211* NAD 83(1986)-  33 08 11.     (N)    079 48 47.     (W)     SCALED    
 DD1211* NAVD 88     -         6.202  (meters)      20.35   (feet)  ADJUSTED  
 DD1211  ___________________________________________________________________
 DD1211  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD1211  DYNAMIC HT  -           6.195 (meters)      20.32  (feet)  COMP
 DD1211  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DD1211
 DD1211  VERT ORDER  -  FIRST     CLASS II
 DD1211
 DD1211.The horizontal coordinates were scaled from a topographic map and have
 DD1211.an estimated accuracy of +/- 6 seconds.
 DD1211
 DD1211.The orthometric height was determined by differential leveling
 DD1211.and adjusted by the National Geodetic Survey in June 1991..
 DD1211
 DD1211.This Tidal Bench Mark is designated as VM 3980
 DD1211.by the Center for Operational Oceanographic Products and Services.
 DD1211
 DD1211.The geoid height was determined by GEOID03.
 DD1211
 DD1211.The dynamic height is computed by dividing the NAVD 88
 DD1211.geopotential number by the normal gravity value computed on the
 DD1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1211.degrees latitude (g = 980.6199 gals.).
 DD1211
 DD1211.The modeled gravity was interpolated from observed gravity values.
 DD1211
 DD1211;                    North         East    Units  Estimated Accuracy
 DD1211;SPC SC       -   145,140.      720,330.      MT  (+/- 180 meters Scaled)
 DD1211
 DD1211                          SUPERSEDED SURVEY CONTROL
 DD1211
 DD1211  NGVD 29 (03/21/89)    6.503  (m)           21.34   (f) ADJUSTED    1 2
 DD1211
 DD1211.Superseded values are not recommended for survey control.
 DD1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1211.See file dsdata.txt to determine how the superseded data were derived.
 DD1211
 DD1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS107670(NAD 83)
 DD1211_MARKER: DJ = TIDAL STATION DISK
 DD1211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1211_SP_SET: STAINLESS STEEL ROD
 DD1211_STAMPING: 3300 F 1982
 DD1211_MARK LOGO: NOS   
 DD1211_PROJECTION: FLUSH
 DD1211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1211+STABILITY: POSITION/ELEVATION WELL
 DD1211_ROD/PIPE-DEPTH: 8.53 meters
 DD1211
 DD1211  HISTORY     - Date     Condition        Report By
 DD1211  HISTORY     - 1982     MONUMENTED       NOS
 DD1211  HISTORY     - 1984     GOOD             SCGS
 DD1211
 DD1211                          STATION DESCRIPTION
 DD1211
 DD1211'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1211'4.5 KM (2.8 MI) NW FROM HUGER.
 DD1211'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1211'OFFICE IN HUGER TO THE INTERSECTION OF STATE HIGHWAY 402, CONTINUE 4.2
 DD1211'KILOMETERS (2.6 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 402, SET IN
 DD1211'THE NORTHWEST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-8-125,
 DD1211'0.57 METER (1.9 FEET) EAST-SOUTHEAST OF A POWER POLE, 13.11 METERS
 DD1211'(43.0 FEET) SOUTH-SOUTHEAST OF A 18-INCH PINE TREE AT WOODS EDGE,
 DD1211'14.23 METERS (46.7 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF
 DD1211'COUNTY ROAD S-8-125, 27.04 METERS (88.7 FEET) NORTH-NORTHEAST OF THE
 DD1211'CENTERLINE OF STATE HIGHWAY 402.
 DD1211'THE MARK IS 2.00 M BELOW STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1212 ***********************************************************************
 DD1212  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1212  DESIGNATION -  866 3300 G TIDAL
 DD1212  PID         -  DD1212
 DD1212  STATE/COUNTY-  SC/BERKELEY
 DD1212  USGS QUAD   -  BETHERA (1948)
 DD1212
 DD1212                         *CURRENT SURVEY CONTROL
 DD1212  ___________________________________________________________________
 DD1212* NAD 83(1986)-  33 08 08.     (N)    079 48 46.     (W)     SCALED    
 DD1212* NAVD 88     -         7.199  (meters)      23.62   (feet)  ADJUSTED  
 DD1212  ___________________________________________________________________
 DD1212  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD1212  DYNAMIC HT  -           7.191 (meters)      23.59  (feet)  COMP
 DD1212  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DD1212
 DD1212  VERT ORDER  -  FIRST     CLASS II
 DD1212
 DD1212.The horizontal coordinates were scaled from a topographic map and have
 DD1212.an estimated accuracy of +/- 6 seconds.
 DD1212
 DD1212.The orthometric height was determined by differential leveling
 DD1212.and adjusted by the National Geodetic Survey in June 1991..
 DD1212
 DD1212.This Tidal Bench Mark is designated as VM 3981
 DD1212.by the Center for Operational Oceanographic Products and Services.
 DD1212
 DD1212.The geoid height was determined by GEOID03.
 DD1212
 DD1212.The dynamic height is computed by dividing the NAVD 88
 DD1212.geopotential number by the normal gravity value computed on the
 DD1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1212.degrees latitude (g = 980.6199 gals.).
 DD1212
 DD1212.The modeled gravity was interpolated from observed gravity values.
 DD1212
 DD1212;                    North         East    Units  Estimated Accuracy
 DD1212;SPC SC       -   145,050.      720,360.      MT  (+/- 180 meters Scaled)
 DD1212
 DD1212                          SUPERSEDED SURVEY CONTROL
 DD1212
 DD1212  NGVD 29 (03/21/89)    7.499  (m)           24.60   (f) ADJUSTED    1 2
 DD1212
 DD1212.Superseded values are not recommended for survey control.
 DD1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1212.See file dsdata.txt to determine how the superseded data were derived.
 DD1212
 DD1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS107669(NAD 83)
 DD1212_MARKER: DJ = TIDAL STATION DISK
 DD1212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1212_SP_SET: STAINLESS STEEL ROD
 DD1212_STAMPING: 3300 G 1982
 DD1212_MARK LOGO: NOS   
 DD1212_PROJECTION: FLUSH
 DD1212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1212+STABILITY: POSITION/ELEVATION WELL
 DD1212_ROD/PIPE-DEPTH: 8.53 meters
 DD1212
 DD1212  HISTORY     - Date     Condition        Report By
 DD1212  HISTORY     - 1982     MONUMENTED       NOS
 DD1212  HISTORY     - 1984     GOOD             SCGS
 DD1212
 DD1212                          STATION DESCRIPTION
 DD1212
 DD1212'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1212'4.5 KM (2.8 MI) NW FROM HUGER.
 DD1212'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1212'OFFICE IN HUGER TO THE INTERSECTION OF STATE HIGHWAY 402, CONTINUE 4.2
 DD1212'KILOMETERS (2.6 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 402, SET IN
 DD1212'THE SOUTHEAST ANGLE OF THE INTERSECTION OF A GRAVEL ROAD THAT LEADS TO
 DD1212'A BOAT DOCK, 18.23 METERS (59.8 FEET) NORTH-NORTHWEST OF THE NORTHWEST
 DD1212'CORNER OF A PICNIC AREA PARKING LOT, 11.43 METERS (37.5 FEET) WEST OF
 DD1212'A WOODEN SIGN, 13.17 METERS (43.2 FEET) SOUTH OF THE CENTERLINE OF THE
 DD1212'HIGHWAY, 9.91 METERS (32.5 FEET) EAST OF THE APPROXIMATE CENTER OF THE
 DD1212'GRAVEL ROAD, 0.57 METER (1.9 FEET) EAST OF A POWER POLE.
 DD1212'THE MARK IS 0.90 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1203 ***********************************************************************
 DD1203  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1203  DESIGNATION -  866 3535 A TIDAL
 DD1203  PID         -  DD1203
 DD1203  STATE/COUNTY-  SC/BERKELEY
 DD1203  USGS QUAD   -  HUGER (1971)
 DD1203
 DD1203                         *CURRENT SURVEY CONTROL
 DD1203  ___________________________________________________________________
 DD1203* NAD 83(1986)-  33 05 41.     (N)    079 48 27.     (W)     SCALED    
 DD1203* NAVD 88     -         2.064  (meters)       6.77   (feet)  ADJUSTED  
 DD1203  ___________________________________________________________________
 DD1203  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD1203  DYNAMIC HT  -           2.062 (meters)       6.77  (feet)  COMP
 DD1203  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DD1203
 DD1203  VERT ORDER  -  FIRST     CLASS II
 DD1203
 DD1203.The horizontal coordinates were scaled from a topographic map and have
 DD1203.an estimated accuracy of +/- 6 seconds.
 DD1203
 DD1203.The orthometric height was determined by differential leveling
 DD1203.and adjusted by the National Geodetic Survey in June 1991..
 DD1203
 DD1203.This Tidal Bench Mark is designated as VM 3987
 DD1203.by the Center for Operational Oceanographic Products and Services.
 DD1203
 DD1203.The geoid height was determined by GEOID03.
 DD1203
 DD1203.The dynamic height is computed by dividing the NAVD 88
 DD1203.geopotential number by the normal gravity value computed on the
 DD1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1203.degrees latitude (g = 980.6199 gals.).
 DD1203
 DD1203.The modeled gravity was interpolated from observed gravity values.
 DD1203
 DD1203;                    North         East    Units  Estimated Accuracy
 DD1203;SPC SC       -   140,530.      720,900.      MT  (+/- 180 meters Scaled)
 DD1203
 DD1203                          SUPERSEDED SURVEY CONTROL
 DD1203
 DD1203  NGVD 29 (03/21/89)    2.365  (m)            7.76   (f) ADJUSTED    1 2
 DD1203
 DD1203.Superseded values are not recommended for survey control.
 DD1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1203.See file dsdata.txt to determine how the superseded data were derived.
 DD1203
 DD1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS112624(NAD 83)
 DD1203_MARKER: DJ = TIDAL STATION DISK
 DD1203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1203_SP_SET: IN BRIDGE
 DD1203_STAMPING: 3535 A 1976
 DD1203_MARK LOGO: NOS   
 DD1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1203+STABILITY: SURFACE MOTION
 DD1203
 DD1203  HISTORY     - Date     Condition        Report By
 DD1203  HISTORY     - 1976     MONUMENTED       NOS
 DD1203  HISTORY     - 1984     GOOD             SCGS
 DD1203
 DD1203                          STATION DESCRIPTION
 DD1203
 DD1203'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1203'0.5 KM (0.3 MI) SW FROM HUGER.
 DD1203'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1203'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG STATE
 DD1203'HIGHWAY 41, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG COUNTY
 DD1203'ROAD S-8-98, SET FLUSH IN THE ABUTMENT IN THE SOUTHWEST CORNER OF THE
 DD1203'QUINBY BRIDGE.
 DD1203'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1204 ***********************************************************************
 DD1204  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1204  DESIGNATION -  866 3535 B TIDAL
 DD1204  PID         -  DD1204
 DD1204  STATE/COUNTY-  SC/BERKELEY
 DD1204  USGS QUAD   -  HUGER (1971)
 DD1204
 DD1204                         *CURRENT SURVEY CONTROL
 DD1204  ___________________________________________________________________
 DD1204* NAD 83(1986)-  33 05 41.     (N)    079 48 27.     (W)     SCALED    
 DD1204* NAVD 88     -         2.065  (meters)       6.77   (feet)  ADJUSTED  
 DD1204  ___________________________________________________________________
 DD1204  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD1204  DYNAMIC HT  -           2.063 (meters)       6.77  (feet)  COMP
 DD1204  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DD1204
 DD1204  VERT ORDER  -  FIRST     CLASS II
 DD1204
 DD1204.The horizontal coordinates were scaled from a topographic map and have
 DD1204.an estimated accuracy of +/- 6 seconds.
 DD1204
 DD1204.The orthometric height was determined by differential leveling
 DD1204.and adjusted by the National Geodetic Survey in June 1991..
 DD1204
 DD1204.This Tidal Bench Mark is designated as VM 3988
 DD1204.by the Center for Operational Oceanographic Products and Services.
 DD1204
 DD1204.The geoid height was determined by GEOID03.
 DD1204
 DD1204.The dynamic height is computed by dividing the NAVD 88
 DD1204.geopotential number by the normal gravity value computed on the
 DD1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1204.degrees latitude (g = 980.6199 gals.).
 DD1204
 DD1204.The modeled gravity was interpolated from observed gravity values.
 DD1204
 DD1204;                    North         East    Units  Estimated Accuracy
 DD1204;SPC SC       -   140,530.      720,900.      MT  (+/- 180 meters Scaled)
 DD1204
 DD1204                          SUPERSEDED SURVEY CONTROL
 DD1204
 DD1204  NGVD 29 (03/21/89)    2.365  (m)            7.76   (f) ADJUSTED    1 2
 DD1204
 DD1204.Superseded values are not recommended for survey control.
 DD1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1204.See file dsdata.txt to determine how the superseded data were derived.
 DD1204
 DD1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS112624(NAD 83)
 DD1204_MARKER: DJ = TIDAL STATION DISK
 DD1204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DD1204_SP_SET: IN BRIDGE
 DD1204_STAMPING: 3535 B 1976
 DD1204_MARK LOGO: NOS   
 DD1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1204+STABILITY: SURFACE MOTION
 DD1204
 DD1204  HISTORY     - Date     Condition        Report By
 DD1204  HISTORY     - 1976     MONUMENTED       NOS
 DD1204  HISTORY     - 1984     GOOD             SCGS
 DD1204
 DD1204                          STATION DESCRIPTION
 DD1204
 DD1204'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1204'0.5 KM (0.3 MI) SW FROM HUGER.
 DD1204'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1204'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG STATE
 DD1204'HIGHWAY 41, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST ALONG COUNTY
 DD1204'S-8-98, SET FLUSH IN THE CONCRETE ABUTMENT IN THE NORTHEAST CORNER OF
 DD1204'THE QUINBY BRIDGE.
 DD1204'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1205 ***********************************************************************
 DD1205  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1205  DESIGNATION -  866 3535 C TIDAL
 DD1205  PID         -  DD1205
 DD1205  STATE/COUNTY-  SC/BERKELEY
 DD1205  USGS QUAD   -  HUGER (1971)
 DD1205
 DD1205                         *CURRENT SURVEY CONTROL
 DD1205  ___________________________________________________________________
 DD1205* NAD 83(1986)-  33 05 41.     (N)    079 48 27.     (W)     SCALED    
 DD1205* NAVD 88     -         1.506  (meters)       4.94   (feet)  ADJUSTED  
 DD1205  ___________________________________________________________________
 DD1205  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD1205  DYNAMIC HT  -           1.504 (meters)       4.93  (feet)  COMP
 DD1205  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DD1205
 DD1205  VERT ORDER  -  FIRST     CLASS II
 DD1205
 DD1205.The horizontal coordinates were scaled from a topographic map and have
 DD1205.an estimated accuracy of +/- 6 seconds.
 DD1205
 DD1205.The orthometric height was determined by differential leveling
 DD1205.and adjusted by the National Geodetic Survey in June 1991..
 DD1205
 DD1205.This Tidal Bench Mark is designated as VM 3989
 DD1205.by the Center for Operational Oceanographic Products and Services.
 DD1205
 DD1205.The geoid height was determined by GEOID03.
 DD1205
 DD1205.The dynamic height is computed by dividing the NAVD 88
 DD1205.geopotential number by the normal gravity value computed on the
 DD1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1205.degrees latitude (g = 980.6199 gals.).
 DD1205
 DD1205.The modeled gravity was interpolated from observed gravity values.
 DD1205
 DD1205;                    North         East    Units  Estimated Accuracy
 DD1205;SPC SC       -   140,530.      720,900.      MT  (+/- 180 meters Scaled)
 DD1205
 DD1205                          SUPERSEDED SURVEY CONTROL
 DD1205
 DD1205  NGVD 29 (03/21/89)    1.806  (m)            5.93   (f) ADJUSTED    1 2
 DD1205
 DD1205.Superseded values are not recommended for survey control.
 DD1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1205.See file dsdata.txt to determine how the superseded data were derived.
 DD1205
 DD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS112624(NAD 83)
 DD1205_MARKER: DJ = TIDAL STATION DISK
 DD1205_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1205_SP_SET: COPPER-CLAD STEEL ROD
 DD1205_STAMPING: 866 3535 C 1976
 DD1205_MARK LOGO: NOS   
 DD1205_PROJECTION: FLUSH
 DD1205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1205+STABILITY: POSITION/ELEVATION WELL
 DD1205_ROD/PIPE-DEPTH: 7.01 meters
 DD1205
 DD1205  HISTORY     - Date     Condition        Report By
 DD1205  HISTORY     - 1976     MONUMENTED       NOS
 DD1205  HISTORY     - 1984     GOOD             SCGS
 DD1205
 DD1205                          STATION DESCRIPTION
 DD1205
 DD1205'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1205'0.5 KM (0.3 MI) SW FROM HUGER.
 DD1205'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1205'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG STATE
 DD1205'HIGHWAY 41, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG COUNTY
 DD1205'ROAD S-8-98, SET NEAR A HISTORICAL MARKER AT THE EAST END OF A PARKING
 DD1205'AREA FOR A BOAT RAMP AT THE QUINBY CREEK BRIDGE, 59.04 METERS (193.7
 DD1205'FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 8.35
 DD1205'METERS (27.4 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY
 DD1205'ROAD, 8.66 METERS (28.4 FEET) SOUTH-SOUTHEAST OF A 36-INCH TWIN TRUNK
 DD1205'OAK TREE, 1.46 METERS (4.8 FEET) SOUTHWEST OF THE HISTORICAL MARKER.
 DD1205'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1206 ***********************************************************************
 DD1206  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1206  DESIGNATION -  866 3535 F TIDAL
 DD1206  PID         -  DD1206
 DD1206  STATE/COUNTY-  SC/BERKELEY
 DD1206  USGS QUAD   -  HUGER (1971)
 DD1206
 DD1206                         *CURRENT SURVEY CONTROL
 DD1206  ___________________________________________________________________
 DD1206* NAD 83(1986)-  33 05 44.     (N)    079 48 18.     (W)     SCALED    
 DD1206* NAVD 88     -         6.337  (meters)      20.79   (feet)  ADJUSTED  
 DD1206  ___________________________________________________________________
 DD1206  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DD1206  DYNAMIC HT  -           6.330 (meters)      20.77  (feet)  COMP
 DD1206  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DD1206
 DD1206  VERT ORDER  -  FIRST     CLASS II
 DD1206
 DD1206.The horizontal coordinates were scaled from a topographic map and have
 DD1206.an estimated accuracy of +/- 6 seconds.
 DD1206
 DD1206.The orthometric height was determined by differential leveling
 DD1206.and adjusted by the National Geodetic Survey in June 1991..
 DD1206
 DD1206.This Tidal Bench Mark is designated as VM 3991
 DD1206.by the Center for Operational Oceanographic Products and Services.
 DD1206
 DD1206.The geoid height was determined by GEOID03.
 DD1206
 DD1206.The dynamic height is computed by dividing the NAVD 88
 DD1206.geopotential number by the normal gravity value computed on the
 DD1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1206.degrees latitude (g = 980.6199 gals.).
 DD1206
 DD1206.The modeled gravity was interpolated from observed gravity values.
 DD1206
 DD1206;                    North         East    Units  Estimated Accuracy
 DD1206;SPC SC       -   140,620.      721,140.      MT  (+/- 180 meters Scaled)
 DD1206
 DD1206                          SUPERSEDED SURVEY CONTROL
 DD1206
 DD1206  NGVD 29 (03/21/89)    6.637  (m)           21.77   (f) ADJUSTED    1 2
 DD1206
 DD1206.Superseded values are not recommended for survey control.
 DD1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1206.See file dsdata.txt to determine how the superseded data were derived.
 DD1206
 DD1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS115625(NAD 83)
 DD1206_MARKER: DJ = TIDAL STATION DISK
 DD1206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1206_SP_SET: STAINLESS STEEL ROD
 DD1206_STAMPING: 3535 F 1982
 DD1206_MARK LOGO: NOS   
 DD1206_PROJECTION: FLUSH
 DD1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1206+STABILITY: POSITION/ELEVATION WELL
 DD1206_ROD/PIPE-DEPTH: 8.23 meters
 DD1206
 DD1206  HISTORY     - Date     Condition        Report By
 DD1206  HISTORY     - 1982     MONUMENTED       NOS
 DD1206  HISTORY     - 1984     GOOD             SCGS
 DD1206
 DD1206                          STATION DESCRIPTION
 DD1206
 DD1206'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1206'IN HUGER.
 DD1206'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1206'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG STATE
 DD1206'HIGHWAY 41, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION WITH COUNTY
 DD1206'ROAD S-8-98, 2.44 METERS (8.0 FEET) NORTH-NORTHWEST OF A 36-INCH PINE
 DD1206'TREE, 29.32 METERS (96.2 FEET) NORTH-NORTHEAST OF BENCH MARK 8 092
 DD1206'SCGS, 20.42 METERS (67.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE
 DD1206'COUNTY ROAD S-8-98, 15.91 METERS (52.2 FEET) WEST OF THE CENTERLINE OF
 DD1206'STATE HIGHWAY 41.
 DD1206'THE MARK IS 1.00 M BELOW HIGHWAY 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1327 ***********************************************************************
 DD1327  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1327  DESIGNATION -  866 3539 A TIDAL
 DD1327  PID         -  DD1327
 DD1327  STATE/COUNTY-  SC/BERKELEY
 DD1327  USGS QUAD   -  KITTREDGE (1979)
 DD1327
 DD1327                         *CURRENT SURVEY CONTROL
 DD1327  ___________________________________________________________________
 DD1327* NAD 83(1986)-  33 05 45.     (N)    079 57 16.     (W)     SCALED    
 DD1327* NAVD 88     -         3.840  (meters)      12.60   (feet)  ADJUSTED  
 DD1327  ___________________________________________________________________
 DD1327  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DD1327  DYNAMIC HT  -           3.836 (meters)      12.59  (feet)  COMP
 DD1327  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 DD1327
 DD1327  VERT ORDER  -  FIRST     CLASS II
 DD1327
 DD1327.The horizontal coordinates were scaled from a topographic map and have
 DD1327.an estimated accuracy of +/- 6 seconds.
 DD1327
 DD1327.The orthometric height was determined by differential leveling
 DD1327.and adjusted by the National Geodetic Survey in June 1991..
 DD1327
 DD1327.This Tidal Bench Mark is designated as VM 3993
 DD1327.by the Center for Operational Oceanographic Products and Services.
 DD1327
 DD1327.The geoid height was determined by GEOID03.
 DD1327
 DD1327.The dynamic height is computed by dividing the NAVD 88
 DD1327.geopotential number by the normal gravity value computed on the
 DD1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1327.degrees latitude (g = 980.6199 gals.).
 DD1327
 DD1327.The modeled gravity was interpolated from observed gravity values.
 DD1327
 DD1327;                    North         East    Units  Estimated Accuracy
 DD1327;SPC SC       -   140,500.      707,190.      MT  (+/- 180 meters Scaled)
 DD1327
 DD1327                          SUPERSEDED SURVEY CONTROL
 DD1327
 DD1327  NGVD 29 (03/21/89)    4.147  (m)           13.61   (f) ADJUSTED    1 2
 DD1327
 DD1327.Superseded values are not recommended for survey control.
 DD1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1327.See file dsdata.txt to determine how the superseded data were derived.
 DD1327
 DD1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS975623(NAD 83)
 DD1327_MARKER: DJ = TIDAL STATION DISK
 DD1327_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 DD1327_SP_SET: GALVANIZED STEEL PIPE
 DD1327_STAMPING: 3539 A 1976
 DD1327_MARK LOGO: NOS   
 DD1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1327+STABILITY: SURFACE MOTION
 DD1327
 DD1327  HISTORY     - Date     Condition        Report By
 DD1327  HISTORY     - 1976     MONUMENTED       NOS
 DD1327  HISTORY     - 1985     GOOD             SCGS
 DD1327
 DD1327                          STATION DESCRIPTION
 DD1327
 DD1327'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1327'8.8 KM (5.5 MI) SW FROM CORDESVILLE.
 DD1327'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1327'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1327'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 4.3
 DD1327'KILOMETERS (2.7 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, THENCE
 DD1327'4.0 KILOMETERS (2.5 MILES) NORTHEAST ALONG COUNTY ROAD S-8-260, THENCE
 DD1327'0.5 KILOMETER (0.3 MILE) NORTHERLY ALONG LIVE OAK AVENUE, SET NEAR A
 DD1327'BRICK PILLAR USED AS A FENCE CORNER FOR A FOUR-FOOT HIGH BRICK FENCE
 DD1327'IN THE NORTHWEST CORNER OF THE FRONT YARD OF A ONE-STORY BRICK HOUSE
 DD1327'AT THE END OF LIVE OAK AVENUE, 50.0 METERS (164.04 FEET)
 DD1327'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE ONE-STORY BRICK HOUSE,
 DD1327'26.8 METERS (87.93 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 DD1327'LIVE OAK AVENUE, 14.09 METERS (46.23 FEET) SOUTHWEST OF A LONE 12-INCH
 DD1327'MAGNOLIA TREE ON THE INSIDE OF THE FOUR-FOOT HIGH BRICK FENCE,
 DD1327'0.83 METER (2.72 FEET) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DD1327'BRICK PILLAR, AND SET ON THE TOP OF A GALVANIZED STEEL PIPE FLUSH THE
 DD1327'GROUND.
 DD1327'THE MARK IS 0.15 METERS  SSE FROM A WITNESS POST.
 DD1327'THE MARK IS ABOVE LEVEL WITH LIVE OAK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1326 ***********************************************************************
 DD1326  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1326  DESIGNATION -  866 3539 B TIDAL
 DD1326  PID         -  DD1326
 DD1326  STATE/COUNTY-  SC/BERKELEY
 DD1326  USGS QUAD   -  KITTREDGE (1979)
 DD1326
 DD1326                         *CURRENT SURVEY CONTROL
 DD1326  ___________________________________________________________________
 DD1326* NAD 83(1986)-  33 05 44.     (N)    079 57 14.     (W)     SCALED    
 DD1326* NAVD 88     -         3.814  (meters)      12.51   (feet)  ADJUSTED  
 DD1326  ___________________________________________________________________
 DD1326  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DD1326  DYNAMIC HT  -           3.810 (meters)      12.50  (feet)  COMP
 DD1326  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 DD1326
 DD1326  VERT ORDER  -  FIRST     CLASS II
 DD1326
 DD1326.The horizontal coordinates were scaled from a topographic map and have
 DD1326.an estimated accuracy of +/- 6 seconds.
 DD1326
 DD1326.The orthometric height was determined by differential leveling
 DD1326.and adjusted by the National Geodetic Survey in June 1991..
 DD1326
 DD1326.This Tidal Bench Mark is designated as VM 3994
 DD1326.by the Center for Operational Oceanographic Products and Services.
 DD1326
 DD1326.The geoid height was determined by GEOID03.
 DD1326
 DD1326.The dynamic height is computed by dividing the NAVD 88
 DD1326.geopotential number by the normal gravity value computed on the
 DD1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1326.degrees latitude (g = 980.6199 gals.).
 DD1326
 DD1326.The modeled gravity was interpolated from observed gravity values.
 DD1326
 DD1326;                    North         East    Units  Estimated Accuracy
 DD1326;SPC SC       -   140,470.      707,240.      MT  (+/- 180 meters Scaled)
 DD1326
 DD1326                          SUPERSEDED SURVEY CONTROL
 DD1326
 DD1326  NGVD 29 (03/21/89)    4.121  (m)           13.52   (f) ADJUSTED    1 2
 DD1326
 DD1326.Superseded values are not recommended for survey control.
 DD1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1326.See file dsdata.txt to determine how the superseded data were derived.
 DD1326
 DD1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS976623(NAD 83)
 DD1326_MARKER: DJ = TIDAL STATION DISK
 DD1326_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1326_SP_SET: COPPER-CLAD STEEL ROD
 DD1326_STAMPING: 3539 B 1976
 DD1326_MARK LOGO: NOS   
 DD1326_PROJECTION: FLUSH
 DD1326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1326+STABILITY: POSITION/ELEVATION WELL
 DD1326_ROD/PIPE-DEPTH: 12.2 meters
 DD1326
 DD1326  HISTORY     - Date     Condition        Report By
 DD1326  HISTORY     - 1976     MONUMENTED       NOS
 DD1326  HISTORY     - 1985     GOOD             SCGS
 DD1326
 DD1326                          STATION DESCRIPTION
 DD1326
 DD1326'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1326'8.8 KM (5.5 MI) SW FROM CORDESVILLE.
 DD1326'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1326'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1326'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 4.3
 DD1326'KILOMETERS (2.7 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, THENCE
 DD1326'4.0 KILOMETERS (2.5 MILES) NORTHEAST ALONG COUNTY ROAD S-8-260, THENCE
 DD1326'0.5 KILOMETER (0.3 MILE) NORTHERLY ALONG LIVE OAK AVENUE, SET NEAR A
 DD1326'POWER POLE IN THE SOUTHEAST CORNER OF THE FRONT YARD OF A SMALL
 DD1326'TWO-STORY WOOD HOUSE (603 LIVE OAK AVENUE) AT THE END OF LIVE OAK
 DD1326'AVENUE, 42.0 METERS (137.8 FEET) SOUTH-SOUTHWEST OF 866 3539 A TIDAL,
 DD1326'17.29 METERS (56.73 FEET) EAST OF THE SOUTHEAST CORNER OF THE
 DD1326'TWO-STORY WOOD HOUSE (603 LIVE OAK AVENUE), 34.38 METERS (112.8 FEET)
 DD1326'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY BRICK HOUSE
 DD1326'BETWEEN 603 LIVE OAK AVENUE AND 604 B LIVE OAK AVENUE, 6.35 METERS
 DD1326'(20.83 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF LIVE OAK
 DD1326'AVENUE, 0.65 METER (2.13 FEET) SOUTH-SOUTHEAST OF POWER POLE NUMBER
 DD1326'17-24-L.
 DD1326'THE MARK IS ABOVE LEVEL WITH LIVE OAK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1325 ***********************************************************************
 DD1325  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1325  DESIGNATION -  866 3539 C TIDAL
 DD1325  PID         -  DD1325
 DD1325  STATE/COUNTY-  SC/BERKELEY
 DD1325  USGS QUAD   -  KITTREDGE (1979)
 DD1325
 DD1325                         *CURRENT SURVEY CONTROL
 DD1325  ___________________________________________________________________
 DD1325* NAD 83(1986)-  33 05 40.     (N)    079 57 12.     (W)     SCALED    
 DD1325* NAVD 88     -         3.893  (meters)      12.77   (feet)  ADJUSTED  
 DD1325  ___________________________________________________________________
 DD1325  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DD1325  DYNAMIC HT  -           3.889 (meters)      12.76  (feet)  COMP
 DD1325  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DD1325
 DD1325  VERT ORDER  -  FIRST     CLASS II
 DD1325
 DD1325.The horizontal coordinates were scaled from a topographic map and have
 DD1325.an estimated accuracy of +/- 6 seconds.
 DD1325
 DD1325.The orthometric height was determined by differential leveling
 DD1325.and adjusted by the National Geodetic Survey in June 1991..
 DD1325
 DD1325.This Tidal Bench Mark is designated as VM 3995
 DD1325.by the Center for Operational Oceanographic Products and Services.
 DD1325
 DD1325.The geoid height was determined by GEOID03.
 DD1325
 DD1325.The dynamic height is computed by dividing the NAVD 88
 DD1325.geopotential number by the normal gravity value computed on the
 DD1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1325.degrees latitude (g = 980.6199 gals.).
 DD1325
 DD1325.The modeled gravity was interpolated from observed gravity values.
 DD1325
 DD1325;                    North         East    Units  Estimated Accuracy
 DD1325;SPC SC       -   140,350.      707,290.      MT  (+/- 180 meters Scaled)
 DD1325
 DD1325                          SUPERSEDED SURVEY CONTROL
 DD1325
 DD1325  NGVD 29 (03/21/89)    4.200  (m)           13.78   (f) ADJUSTED    1 2
 DD1325
 DD1325.Superseded values are not recommended for survey control.
 DD1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1325.See file dsdata.txt to determine how the superseded data were derived.
 DD1325
 DD1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS976622(NAD 83)
 DD1325_MARKER: DJ = TIDAL STATION DISK
 DD1325_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1325_SP_SET: COPPER-CLAD STEEL ROD
 DD1325_STAMPING: 3539 C 1976
 DD1325_MARK LOGO: NOS   
 DD1325_PROJECTION: FLUSH
 DD1325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1325+STABILITY: POSITION/ELEVATION WELL
 DD1325_ROD/PIPE-DEPTH: 12.2 meters
 DD1325
 DD1325  HISTORY     - Date     Condition        Report By
 DD1325  HISTORY     - 1976     MONUMENTED       NOS
 DD1325  HISTORY     - 1985     GOOD             SCGS
 DD1325
 DD1325                          STATION DESCRIPTION
 DD1325
 DD1325'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1325'8.8 KM (5.5 MI) SW FROM CORDESVILLE.
 DD1325'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1325'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1325'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 4.3
 DD1325'KILOMETERS (2.7 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, THENCE
 DD1325'4.0 KILOMETERS (2.5 MILES) NORTHEASTERLY ALONG COUNTY ROAD S-8-260,
 DD1325'THENCE 0.3 KILOMETER (0.2 MILE) NORTHERLY ALONG LIVE OAK AVENUE, SET
 DD1325'NEAR A POWER POLE IN THE SOUTHEAST CORNER OF THE YARD OF A ONE-STORY
 DD1325'BRICK HOUSE WITH A TWO CAR GARAGE (604 B LIVE OAK AVENUE) JUST PAST A
 DD1325'CURVE IN THE ROAD, 40.45 METERS (132.71 FEET) EAST-SOUTHEAST OF THE
 DD1325'SOUTHWEST CORNER OF A ONE-STORY BRICK HOUSE BETWEEN 603 LIVE OAK
 DD1325'AVENUE AND 604 B LIVE OAK AVENUE, 20.6 METERS (67.59 FEET)
 DD1325'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE ONE-STORY HOUSE (604 B
 DD1325'LIVE OAK AVENUE), 6.68 METERS (21.92 FEET) WEST-SOUTHWEST OF THE
 DD1325'APPROXIMATE CENTER OF LIVE OAK AVENUE, 0.49 METER (1.61 FEET) SOUTH OF
 DD1325'POWER POLE NUMBER 17-24-H.
 DD1325'THE MARK IS ABOVE LEVEL WITH LIVE OAK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1324 ***********************************************************************
 DD1324  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1324  DESIGNATION -  866 3539 D TIDAL
 DD1324  PID         -  DD1324
 DD1324  STATE/COUNTY-  SC/BERKELEY
 DD1324  USGS QUAD   -  KITTREDGE (1979)
 DD1324
 DD1324                         *CURRENT SURVEY CONTROL
 DD1324  ___________________________________________________________________
 DD1324* NAD 83(1986)-  33 05 39.     (N)    079 57 10.     (W)     SCALED    
 DD1324* NAVD 88     -         3.762  (meters)      12.34   (feet)  ADJUSTED  
 DD1324  ___________________________________________________________________
 DD1324  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DD1324  DYNAMIC HT  -           3.758 (meters)      12.33  (feet)  COMP
 DD1324  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DD1324
 DD1324  VERT ORDER  -  FIRST     CLASS II
 DD1324
 DD1324.The horizontal coordinates were scaled from a topographic map and have
 DD1324.an estimated accuracy of +/- 6 seconds.
 DD1324
 DD1324.The orthometric height was determined by differential leveling
 DD1324.and adjusted by the National Geodetic Survey in June 1991..
 DD1324
 DD1324.This Tidal Bench Mark is designated as VM 3996
 DD1324.by the Center for Operational Oceanographic Products and Services.
 DD1324
 DD1324.The geoid height was determined by GEOID03.
 DD1324
 DD1324.The dynamic height is computed by dividing the NAVD 88
 DD1324.geopotential number by the normal gravity value computed on the
 DD1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1324.degrees latitude (g = 980.6199 gals.).
 DD1324
 DD1324.The modeled gravity was interpolated from observed gravity values.
 DD1324
 DD1324;                    North         East    Units  Estimated Accuracy
 DD1324;SPC SC       -   140,320.      707,350.      MT  (+/- 180 meters Scaled)
 DD1324
 DD1324                          SUPERSEDED SURVEY CONTROL
 DD1324
 DD1324  NGVD 29 (03/21/89)    4.068  (m)           13.35   (f) ADJUSTED    1 2
 DD1324
 DD1324.Superseded values are not recommended for survey control.
 DD1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1324.See file dsdata.txt to determine how the superseded data were derived.
 DD1324
 DD1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS977622(NAD 83)
 DD1324_MARKER: DJ = TIDAL STATION DISK
 DD1324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1324_SP_SET: COPPER-CLAD STEEL ROD
 DD1324_STAMPING: 3539 D 1976
 DD1324_MARK LOGO: NOS   
 DD1324_PROJECTION: FLUSH
 DD1324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1324+STABILITY: POSITION/ELEVATION WELL
 DD1324_ROD/PIPE-DEPTH: 12.2 meters
 DD1324
 DD1324  HISTORY     - Date     Condition        Report By
 DD1324  HISTORY     - 1976     MONUMENTED       NOS
 DD1324  HISTORY     - 1985     GOOD             SCGS
 DD1324
 DD1324                          STATION DESCRIPTION
 DD1324
 DD1324'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1324'8.8 KM (5.5 MI) SW FROM CORDESVILLE.
 DD1324'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1324'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1324'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 4.3
 DD1324'KILOMETERS (2.7 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, THENCE
 DD1324'4.0 KILOMETERS (2.5 MILES) NORTHEAST ALONG COUNTY ROAD S-8-260, THENCE
 DD1324'0.3 KILOMETER (0.2 MILE) NORTHERLY ALONG LIVE OAK AVENUE, SET NEAR A
 DD1324'50-INCH OAK TREE NEAR A WOODEN FENCE IN THE NORTHWEST CORNER OF THE
 DD1324'YARD OF A ONE-STORY BRICK HOUSE IN THE NORTHEAST ANGLE OF THE
 DD1324'INTERSECTION OF A GRAVEL ROAD (PARK ROAD), 45.3 METERS (148.62 FEET)
 DD1324'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A TWO CAR GARAGE THAT IS
 DD1324'SOUTHWEST OF A TWO-STORY OCTAGON HOUSE, 58.15 METERS (190.78 FEET)
 DD1324'SOUTH-SOUTHEAST OF 866 3539 C TIDAL, 14.4 METERS (47.24 FEET)
 DD1324'NORTH-NORTHWEST OF THE NORTH CORNER OF THE ONE-STORY BRICK HOUSE IN
 DD1324'THE NORTHEAST ANGLE OF THE INTERSECTION OF PARK ROAD, 10.0 METERS
 DD1324'(32.81 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF LIVE OAK
 DD1324'AVENUE, 2.55 METERS (8.37 FEET) EAST-NORTHEAST OF THE 50-INCH OAK
 DD1324'TREE, 2.08 METERS (6.82 FEET) SOUTH-SOUTHEAST OF THE WOODEN FENCE.
 DD1324'THE MARK IS ABOVE LEVEL WITH LIVE OAK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1323 ***********************************************************************
 DD1323  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1323  DESIGNATION -  866 3539 E TIDAL
 DD1323  PID         -  DD1323
 DD1323  STATE/COUNTY-  SC/BERKELEY
 DD1323  USGS QUAD   -  KITTREDGE (1979)
 DD1323
 DD1323                         *CURRENT SURVEY CONTROL
 DD1323  ___________________________________________________________________
 DD1323* NAD 83(1986)-  33 05 35.     (N)    079 57 11.     (W)     SCALED    
 DD1323* NAVD 88     -         3.465  (meters)      11.37   (feet)  ADJUSTED  
 DD1323  ___________________________________________________________________
 DD1323  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DD1323  DYNAMIC HT  -           3.461 (meters)      11.36  (feet)  COMP
 DD1323  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 DD1323
 DD1323  VERT ORDER  -  FIRST     CLASS II
 DD1323
 DD1323.The horizontal coordinates were scaled from a topographic map and have
 DD1323.an estimated accuracy of +/- 6 seconds.
 DD1323
 DD1323.The orthometric height was determined by differential leveling
 DD1323.and adjusted by the National Geodetic Survey in June 1991..
 DD1323
 DD1323.This Tidal Bench Mark is designated as VM 3997
 DD1323.by the Center for Operational Oceanographic Products and Services.
 DD1323
 DD1323.The geoid height was determined by GEOID03.
 DD1323
 DD1323.The dynamic height is computed by dividing the NAVD 88
 DD1323.geopotential number by the normal gravity value computed on the
 DD1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1323.degrees latitude (g = 980.6199 gals.).
 DD1323
 DD1323.The modeled gravity was interpolated from observed gravity values.
 DD1323
 DD1323;                    North         East    Units  Estimated Accuracy
 DD1323;SPC SC       -   140,200.      707,320.      MT  (+/- 180 meters Scaled)
 DD1323
 DD1323                          SUPERSEDED SURVEY CONTROL
 DD1323
 DD1323  NGVD 29 (03/21/89)    3.771  (m)           12.37   (f) ADJUSTED    1 2
 DD1323
 DD1323.Superseded values are not recommended for survey control.
 DD1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1323.See file dsdata.txt to determine how the superseded data were derived.
 DD1323
 DD1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS977620(NAD 83)
 DD1323_MARKER: DJ = TIDAL STATION DISK
 DD1323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1323_SP_SET: COPPER-CLAD STEEL ROD
 DD1323_STAMPING: 3539 E 1976
 DD1323_MARK LOGO: NOS   
 DD1323_PROJECTION: FLUSH
 DD1323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1323+STABILITY: POSITION/ELEVATION WELL
 DD1323_ROD/PIPE-DEPTH: 12.2 meters
 DD1323
 DD1323  HISTORY     - Date     Condition        Report By
 DD1323  HISTORY     - 1976     MONUMENTED       NOS
 DD1323  HISTORY     - 1985     GOOD             SCGS
 DD1323
 DD1323                          STATION DESCRIPTION
 DD1323
 DD1323'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1323'8.8 KM (5.5 MI) SW FROM CORDESVILLE.
 DD1323'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1323'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1323'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE 4.3
 DD1323'KILOMETERS (2.7 MILES) NORTHWESTERLY ALONG COUNTY ROAD S-8-9, THENCE
 DD1323'4.0 KILOMETERS (2.5 MILES) NORTHEAST ALONG COUNTY ROAD S-8-260, THENCE
 DD1323'0.2 KILOMETER (0.1 MILE) NORTHERLY ALONG LIVE OAK AVENUE, SET NEAR A
 DD1323'POWER POLE IN THE NORTHEAST CORNER OF A VACANT LOT, JUST NORTH OF 604
 DD1323'D LIVE OAK AVENUE, 0.95 METER (3.12 FEET) SOUTH-SOUTHWEST OF THE POWER
 DD1323'POLE, 6.8 METERS (22.31 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER
 DD1323'OF LIVE OAK AVENUE, 32.7 METERS (107.28 FEET) NORTH-NORTHWEST OF THE
 DD1323'WEST CORNER OF THE PORCH OF A TWO-STORY WOOD AND BRICK HOUSE IN THE
 DD1323'SOUTHEAST ANGLE OF THE INTERSECTION OF PARK ROAD, 58.2 METERS (190.94
 DD1323'FEET) NORTHEAST OF THE NORTHWEST CORNER OF THE GARAGE OF THE RESIDENCE
 DD1323'OF 604 D LIVE OAK AVENUE (A ONE-STORY BRICK HOUSE).
 DD1323'THE MARK IS 0.64 METERS  E FROM A WITNESS POST.
 DD1323'THE MARK IS ABOVE LEVEL WITH LIVE OAK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0356 ***********************************************************************
 DD0356  DESIGNATION -  866 3618 TIDAL 4
 DD0356  PID         -  DD0356
 DD0356  STATE/COUNTY-  SC/CHARLESTON
 DD0356  USGS QUAD   -  MC CLELLANVILLE (1992)
 DD0356
 DD0356                         *CURRENT SURVEY CONTROL
 DD0356  ___________________________________________________________________
 DD0356* NAD 83(1986)-  33 05 05.     (N)    079 27 48.     (W)     SCALED    
 DD0356* NAVD 88     -         2.026  (meters)       6.65   (feet)  ADJUSTED  
 DD0356  ___________________________________________________________________
 DD0356  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DD0356  DYNAMIC HT  -           2.024 (meters)       6.64  (feet)  COMP
 DD0356  MODELED GRAV-     979,574.3   (mgal)                       NAVD 88
 DD0356
 DD0356  VERT ORDER  -  FIRST     CLASS I
 DD0356
 DD0356.The horizontal coordinates were scaled from a topographic map and have
 DD0356.an estimated accuracy of +/- 6 seconds.
 DD0356
 DD0356.The orthometric height was determined by differential leveling
 DD0356.and adjusted by the National Geodetic Survey in June 1991..
 DD0356
 DD0356.The geoid height was determined by GEOID03.
 DD0356
 DD0356.The dynamic height is computed by dividing the NAVD 88
 DD0356.geopotential number by the normal gravity value computed on the
 DD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0356.degrees latitude (g = 980.6199 gals.).
 DD0356
 DD0356.The modeled gravity was interpolated from observed gravity values.
 DD0356
 DD0356;                    North         East    Units  Estimated Accuracy
 DD0356;SPC SC       -   139,840.      753,040.      MT  (+/- 180 meters Scaled)
 DD0356
 DD0356                          SUPERSEDED SURVEY CONTROL
 DD0356
 DD0356  NGVD 29 (03/21/89)    2.327  (m)            7.63   (f) ADJUSTED    1 1
 DD0356
 DD0356.Superseded values are not recommended for survey control.
 DD0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0356.See file dsdata.txt to determine how the superseded data were derived.
 DD0356
 DD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS434617(NAD 83)
 DD0356_MARKER: DB = BENCH MARK DISK
 DD0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD0356_STAMPING: 4 1934
 DD0356_MARK LOGO: CGS   
 DD0356_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0356+STABILITY: SURFACE MOTION
 DD0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0356+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1995
 DD0356
 DD0356  HISTORY     - Date     Condition        Report By
 DD0356  HISTORY     - 1934     MONUMENTED       CGS
 DD0356  HISTORY     - 1962     GOOD             NGS
 DD0356  HISTORY     - 1979     GOOD             NGS
 DD0356  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DD0356  HISTORY     - 19950221 GOOD             SCGS
 DD0356  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 DD0356
 DD0356                          STATION DESCRIPTION
 DD0356
 DD0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DD0356'AT MC CLELLANVILLE.
 DD0356'AT MC CLELLANVILLE, 38 FEET NORTH OF THE CENTER LINE OF OAK
 DD0356'STREET, 33 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO
 DD0356'STORY WHITE FRAME HOUSE, 74 FEET WEST OF A RIGHT OF WAY CONCRETE
 DD0356'POST WITH THE LETTERS R/W, 69 FEET NORTH AND ACROSS THE STREET
 DD0356'FROM A 45 INCH OAK TREE, ABOUT LEVEL WITH THE STREET, AND SET
 DD0356'IN THE TOP OF CONCRETE POST PROJECTING 2 INCHES.
 DD0356
 DD0356                          STATION RECOVERY (1979)
 DD0356
 DD0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DD0356'RECOVERED IN GOOD CONDITION.
 DD0356
 DD0356                          STATION RECOVERY (1989)
 DD0356
 DD0356'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0356'MARK NOT FOUND.
 DD0356
 DD0356                          STATION RECOVERY (1995)
 DD0356
 DD0356'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DD0356'STATION IS LOCATED IN MCCLELLANVILLE.  OWNERSHIP--SCDOT, DIRECTOR OF
 DD0356'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 DD0356'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DD0356'17, 701, STATE HIGHWAY 45 AND STATE ROAD 1189 (SOUTH PINCKNEY STREET)
 DD0356'IN MCCLELLANVILLE, GO SOUTH SOUTHEAST ON ROAD 1189 FOR 0.85 MILE (1.37
 DD0356'KM) TO THE JUNCTION OF STATE ROAD 9 (PINCKNEY ROAD) , BEAR RIGHT ON
 DD0356'ROAD 9 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF STATE ROAD 71 (DUPRE
 DD0356'ROAD AND OAK STREET) , TURN RIGHT ON OAK STREET FOR 0.2 MILE (0.3 KM)
 DD0356'TO THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF A TWO-STORY
 DD0356'WOOD HOUSE NUMBER 126.  STATION IS A CONCRETE POST FLUSH WITH THE
 DD0356'GROUND AND LEVEL WITH OAK STREET, 32.8 FEET (10.0 M) SOUTHEAST OF THE
 DD0356'SOUTHEAST CORNER OF A WOOD HOUSE NUMBER 126 ON A BRICK FOUNDATION,
 DD0356'35.0 FEET (10.7 M) NORTH OF THE CENTER OF OAK STREET, 86.8 FEET (26.5
 DD0356'M) WEST OF A POWER POLE NUMBER 167839, 26.2 FEET (8.0 M) EAST OF A
 DD0356'4.0-FOOT CEDAR TREE.  RECOVERED BY R.W.  ROBERTS.
 DD0356
 DD0356                          STATION RECOVERY (1997)
 DD0356
 DD0356'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0963 ***********************************************************************
 DD0963  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0963  DESIGNATION -  866 3618 TIDAL JC 1
 DD0963  PID         -  DD0963
 DD0963  STATE/COUNTY-  SC/CHARLESTON
 DD0963  USGS QUAD   -  MC CLELLANVILLE (1992)
 DD0963
 DD0963                         *CURRENT SURVEY CONTROL
 DD0963  ___________________________________________________________________
 DD0963* NAD 83(1986)-  33 04 49.     (N)    079 27 31.     (W)     SCALED    
 DD0963* NAVD 88     -         2.180  (meters)       7.15   (feet)  ADJUSTED  
 DD0963  ___________________________________________________________________
 DD0963  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DD0963  DYNAMIC HT  -           2.177 (meters)       7.14  (feet)  COMP
 DD0963  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DD0963
 DD0963  VERT ORDER  -  FIRST     CLASS II
 DD0963
 DD0963.The horizontal coordinates were scaled from a topographic map and have
 DD0963.an estimated accuracy of +/- 6 seconds.
 DD0963
 DD0963.The orthometric height was determined by differential leveling
 DD0963.and adjusted by the National Geodetic Survey in June 1991..
 DD0963
 DD0963.This Tidal Bench Mark is designated as VM 3998
 DD0963.by the Center for Operational Oceanographic Products and Services.
 DD0963
 DD0963.The geoid height was determined by GEOID03.
 DD0963
 DD0963.The dynamic height is computed by dividing the NAVD 88
 DD0963.geopotential number by the normal gravity value computed on the
 DD0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0963.degrees latitude (g = 980.6199 gals.).
 DD0963
 DD0963.The modeled gravity was interpolated from observed gravity values.
 DD0963
 DD0963;                    North         East    Units  Estimated Accuracy
 DD0963;SPC SC       -   139,360.      753,490.      MT  (+/- 180 meters Scaled)
 DD0963
 DD0963                          SUPERSEDED SURVEY CONTROL
 DD0963
 DD0963  NGVD 29 (03/21/89)    2.480  (m)            8.14   (f) ADJUSTED    1 2
 DD0963
 DD0963.Superseded values are not recommended for survey control.
 DD0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0963.See file dsdata.txt to determine how the superseded data were derived.
 DD0963
 DD0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS438612(NAD 83)
 DD0963_MARKER: DJ = TIDAL STATION DISK
 DD0963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD0963_SP_SET: GALVANIZED STEEL ROD
 DD0963_STAMPING: J.C. NO. 1 1975
 DD0963_MARK LOGO: NOS   
 DD0963_PROJECTION: FLUSH
 DD0963_MAGNETIC: I = MARKER IS A STEEL ROD
 DD0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0963+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1995
 DD0963_ROD/PIPE-DEPTH: 6.10 meters
 DD0963
 DD0963  HISTORY     - Date     Condition        Report By
 DD0963  HISTORY     - 1975     MONUMENTED       NOS
 DD0963  HISTORY     - 1979     GOOD             NGS
 DD0963  HISTORY     - 1989     GOOD             USPSQD
 DD0963  HISTORY     - 19920817 GOOD             NGS
 DD0963  HISTORY     - 19950221 GOOD             SCGS
 DD0963
 DD0963                          STATION DESCRIPTION
 DD0963
 DD0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0963'IN MCCLELLANVILLE.
 DD0963'IN MC CLELLANVILLE, AT THE SITE OF THE FIRE TOWER, 149 FEET SOUTH OF
 DD0963'JC NO 2, 101.6 FEET NORTH OF THE NORTHWEST CORNER OF A CINDER BLOCK
 DD0963'HOUSE, 97.5 FEET WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 20.5
 DD0963'FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING TO A PACKING
 DD0963'HOUSE, 16 FEET WEST-NORTHWEST OF THE CETER OF A FAINT DRIVE TO THE
 DD0963'CINDER BLOCK HOUSE, AND 5.3 FEET WEST OF A POWER POLE.
 DD0963
 DD0963                          STATION RECOVERY (1989)
 DD0963
 DD0963'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0963'RECOVERED IN GOOD CONDITION.
 DD0963
 DD0963                          STATION RECOVERY (1992)
 DD0963
 DD0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0963'15.6 KM (9.70 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 DD0963'OFFICE IN AWENDAW, THENCE 0.9 KM (0.55 MI) SOUTHEAST ALONG NORTH
 DD0963'PICKNEY STREET, THENCE 1.7 M (5.6 FT) SOUTHERLY ALONG SOUTH PICKNEY
 DD0963'AND PICKNEY STREETS AND A SAND ROAD, 5.8 M (19.0 FT) SOUTHEAST OF THE
 DD0963'ROAD CENTER, 2.3 M (7.5 FT) SOUTHWEST OF UTILITY POLE NUMBER 88972,
 DD0963'1.3 M (4.3 FT) SOUTH-SOUTHWEST OF UNDERGROUND CABLE JUNCTION BOX
 DD0963'NUMBER B 34, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 DD0963'(1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 DD0963'4-INC PVC PIPE AND IS FLUSH WITH GROUND SURFACE.  THE ROD DEPTH IS
 DD0963'UNKNOWN.
 DD0963
 DD0963                          STATION RECOVERY (1995)
 DD0963
 DD0963'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DD0963'STATION IS LOCATED IN MCCLELLANVILLE.  OWNERSHIP--UNKNOWN.  TO REACH
 DD0963'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 17, 701, STATE HIGHWAY
 DD0963'45 AND STATE ROAD 1189 (SOUTH PINCKNEY STREET) IN MCCLELLANVILLE, GO
 DD0963'SOUTH SOUTHEAST ON ROAD 1189 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION
 DD0963'OF STATE ROAD 9 (PINCKNEY ROAD) , TURN RIGHT ON ROAD 9 FOR 0.55 MILE
 DD0963'(0.89 KM) TO THE JUNCTION OF STATE ROAD 71 (DUPRE ROAD AND OAK STREET,
 DD0963'CONTINUE ON ROAD 9 FOR 0.4 MILE (0.6 KM) TO A PAVED ROAD LEFT (LOFTON
 DD0963'COURT) AND A SAND ROAD RIGHT, TURN RIGHT ON THE SAND ROAD FOR 0.05
 DD0963'MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE AND A
 DD0963'CAROLINA SEAFOOD SIGN.  STATION IS A CONCRETE POST RECESSED 0.1 FOOT
 DD0963'(3.0 CM) AND LEVEL WITH THE SAND ROAD, 8.0 FEET (2.4 M) WEST SOUTHWEST
 DD0963'OF THE POWER POLE NUMBER 88972 WITH TWO GUY WIRES AND A SECURITY
 DD0963'LIGHT, 9.7 FEET (3.0 M) SOUTH SOUTHWEST OF THE SOUTHEAST MOST GATE
 DD0963'POST, 140.0 FEET (42.7 M) EAST OF THE NORTHEAST CORNER OF A METAL DOCK
 DD0963'WAREHOUSE (CAROLINA SEAFOOD) , 0.8 FOOT (24.4 CM) NORTHWEST OF A
 DD0963'WITNESS POST.  RECOVERED BY R.W.ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0962 ***********************************************************************
 DD0962  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0962  DESIGNATION -  866 3618 TIDAL JC 2
 DD0962  PID         -  DD0962
 DD0962  STATE/COUNTY-  SC/CHARLESTON
 DD0962  USGS QUAD   -  MC CLELLANVILLE (1992)
 DD0962
 DD0962                         *CURRENT SURVEY CONTROL
 DD0962  ___________________________________________________________________
 DD0962* NAD 83(1986)-  33 04 51.     (N)    079 27 32.     (W)     SCALED    
 DD0962* NAVD 88     -         1.700  (meters)       5.58   (feet)  ADJUSTED  
 DD0962  ___________________________________________________________________
 DD0962  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DD0962  DYNAMIC HT  -           1.698 (meters)       5.57  (feet)  COMP
 DD0962  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DD0962
 DD0962  VERT ORDER  -  FIRST     CLASS II
 DD0962
 DD0962.The horizontal coordinates were scaled from a topographic map and have
 DD0962.an estimated accuracy of +/- 6 seconds.
 DD0962
 DD0962.The orthometric height was determined by differential leveling
 DD0962.and adjusted by the National Geodetic Survey in June 1991..
 DD0962
 DD0962.This Tidal Bench Mark is designated as VM 3999
 DD0962.by the Center for Operational Oceanographic Products and Services.
 DD0962
 DD0962.The geoid height was determined by GEOID03.
 DD0962
 DD0962.The dynamic height is computed by dividing the NAVD 88
 DD0962.geopotential number by the normal gravity value computed on the
 DD0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0962.degrees latitude (g = 980.6199 gals.).
 DD0962
 DD0962.The modeled gravity was interpolated from observed gravity values.
 DD0962
 DD0962;                    North         East    Units  Estimated Accuracy
 DD0962;SPC SC       -   139,420.      753,460.      MT  (+/- 180 meters Scaled)
 DD0962
 DD0962                          SUPERSEDED SURVEY CONTROL
 DD0962
 DD0962  NGVD 29 (03/21/89)    2.000  (m)            6.56   (f) ADJUSTED    1 2
 DD0962
 DD0962.Superseded values are not recommended for survey control.
 DD0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0962.See file dsdata.txt to determine how the superseded data were derived.
 DD0962
 DD0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS438613(NAD 83)
 DD0962_MARKER: DJ = TIDAL STATION DISK
 DD0962_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD0962_SP_SET: GALVANIZED STEEL ROD
 DD0962_STAMPING: JC NO 2 1975
 DD0962_PROJECTION: FLUSH
 DD0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0962_ROD/PIPE-DEPTH: 6.10 meters
 DD0962
 DD0962  HISTORY     - Date     Condition        Report By
 DD0962  HISTORY     - 1975     MONUMENTED       NOS
 DD0962  HISTORY     - 1979     GOOD             NGS
 DD0962  HISTORY     - 1989     GOOD             USPSQD
 DD0962  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD0962
 DD0962                          STATION DESCRIPTION
 DD0962
 DD0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0962'IN MCCLELLANVILLE.
 DD0962'IN MC CLELLANVILE, AT THE SITE OF THE FIRE TOWER, 119 FEET SOUTH OF
 DD0962'JC NO 3, 16.9 FEET SOUTHEAST OF THE SOUTHEAST FENCE CORNER FOR A
 DD0962'4 FOOT CHAIN LINK FENCE, AND 2 FEET NORTH-NORTHWEST OF A WITNESS
 DD0962'POST.
 DD0962
 DD0962                          STATION RECOVERY (1989)
 DD0962
 DD0962'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0962'RECOVERED IN GOOD CONDITION.
 DD0962
 DD0962                          STATION RECOVERY (1992)
 DD0962
 DD0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0962'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0961 ***********************************************************************
 DD0961  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0961  DESIGNATION -  866 3618 TIDAL JC 3
 DD0961  PID         -  DD0961
 DD0961  STATE/COUNTY-  SC/CHARLESTON
 DD0961  USGS QUAD   -  MC CLELLANVILLE (1992)
 DD0961
 DD0961                         *CURRENT SURVEY CONTROL
 DD0961  ___________________________________________________________________
 DD0961* NAD 83(1986)-  33 04 52.     (N)    079 27 33.     (W)     SCALED    
 DD0961* NAVD 88     -         1.557  (meters)       5.11   (feet)  ADJUSTED  
 DD0961  ___________________________________________________________________
 DD0961  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DD0961  DYNAMIC HT  -           1.555 (meters)       5.10  (feet)  COMP
 DD0961  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DD0961
 DD0961  VERT ORDER  -  FIRST     CLASS II
 DD0961
 DD0961.The horizontal coordinates were scaled from a topographic map and have
 DD0961.an estimated accuracy of +/- 6 seconds.
 DD0961
 DD0961.The orthometric height was determined by differential leveling
 DD0961.and adjusted by the National Geodetic Survey in June 1991..
 DD0961
 DD0961.This Tidal Bench Mark is designated as VM 4000
 DD0961.by the Center for Operational Oceanographic Products and Services.
 DD0961
 DD0961.The geoid height was determined by GEOID03.
 DD0961
 DD0961.The dynamic height is computed by dividing the NAVD 88
 DD0961.geopotential number by the normal gravity value computed on the
 DD0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0961.degrees latitude (g = 980.6199 gals.).
 DD0961
 DD0961.The modeled gravity was interpolated from observed gravity values.
 DD0961
 DD0961;                    North         East    Units  Estimated Accuracy
 DD0961;SPC SC       -   139,450.      753,440.      MT  (+/- 180 meters Scaled)
 DD0961
 DD0961                          SUPERSEDED SURVEY CONTROL
 DD0961
 DD0961  NGVD 29 (03/21/89)    1.857  (m)            6.09   (f) ADJUSTED    1 2
 DD0961
 DD0961.Superseded values are not recommended for survey control.
 DD0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0961.See file dsdata.txt to determine how the superseded data were derived.
 DD0961
 DD0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS438613(NAD 83)
 DD0961_MARKER: DJ = TIDAL STATION DISK
 DD0961_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD0961_SP_SET: GALVANIZED STEEL ROD
 DD0961_STAMPING: J.C. N0. 3 1975
 DD0961_MARK LOGO: NOS   
 DD0961_PROJECTION: FLUSH
 DD0961_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0961+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1995
 DD0961_ROD/PIPE-DEPTH: 6.10 meters
 DD0961
 DD0961  HISTORY     - Date     Condition        Report By
 DD0961  HISTORY     - 1975     MONUMENTED       NOS
 DD0961  HISTORY     - 1979     GOOD             NGS
 DD0961  HISTORY     - 1989     GOOD             USPSQD
 DD0961  HISTORY     - 19910402 GOOD             SCGS
 DD0961  HISTORY     - 19920817 GOOD             NGS
 DD0961  HISTORY     - 19950221 GOOD             SCGS
 DD0961  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 DD0961
 DD0961                          STATION DESCRIPTION
 DD0961
 DD0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0961'IN MCCLELLANVILLE.
 DD0961'IN MC CLELLANVILE, ALONG PICKNEY ROAD AND AT THE SITE OF THE FIRE
 DD0961'TOWER, 38 FEET NORTH OF JC RM 4, 24.5 FEET EAST-SOUTHEAST OF THE
 DD0961'FLAG POLE FOR THE MUNICIPAL BUILDING, 13 FEET WEST OF A SOUTHWEST
 DD0961'CORNER OF A FOUR FOOT CHAIN LINK FENCE, AND 3 FEET NORTH OF THE
 DD0961'FENCE.
 DD0961
 DD0961                          STATION RECOVERY (1989)
 DD0961
 DD0961'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0961'RECOVERED IN GOOD CONDITION.
 DD0961
 DD0961                          STATION RECOVERY (1991)
 DD0961
 DD0961'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DD0961'STATION IS LOCATED IN MCCLELLANVILLE. OWNERSHIP--TOWN OF
 DD0961'MCCLELLANVILLE, TOWN HALL, 405 PINCKNEY, MCCLELLANVILLE, SC 29458,
 DD0961'PHONE 803-887-3712 (ATTENTION-BRUCILLA PARKER).
 DD0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 701, STATE
 DD0961'HIGHWAY 45 AND STATE ROAD 1189 (SOUTH PINCKNEY STREET) IN
 DD0961'MCCLELLANVILLE, GO SOUTH SOUTHEAST ON ROAD 1189 FOR 0.8 MILE
 DD0961'(1.3 KM) TO THE JUNCTION OF STATE ROAD 9 (PINCKNEY ROAD), TURN RIGHT
 DD0961'ON ROAD 9 FOR 0.9 MILE (1.4 KM) TO A SAND ROAD RIGHT LEADING TO THE
 DD0961'ROBERT E. ASHLEY LANDING, TURN RIGHT ON THE SAND ROAD FOR 0.05 MILE
 DD0961'(0.08 KM) TO THE STATION ON THE LEFT IN A GRASSY AREA BEHIND A ROW OF
 DD0961'SHORT WOODEN PIERS DEFINING A PARKING AREA.
 DD0961'STATION IS A GALVANIZED STEEL ROD RECESSED 1-INCH AND LEVEL WITH THE
 DD0961'PARKING LOT, 37.8 FEET (11.5 M) SOUTH SOUTHEAST OF TIDAL BENCH MARK
 DD0961'866 3618 TIDAL JC 4, 16.2 FEET (4.9 M) NORTHEAST OF A POWER POLE WITH
 DD0961'A SECURITY LIGHT, 24.2 FEET (7.4 M) SOUTHEAST OF A METAL FLAG POLE,
 DD0961'0.4 FOOT (12.2 CM) NORTHWEST OF A WITNESS POST.
 DD0961'RECOVERED BY T. HALL.
 DD0961
 DD0961                          STATION RECOVERY (1992)
 DD0961
 DD0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0961'15.6 KM (9.70 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 DD0961'OFFICE IN AWENDAW, THENCE 0.9 KM (0.55 MI) SOUTHEAST ALONG NORTH
 DD0961'PICKNEY STREET, THENCE 1.5 M (4.9 FT) SOUTHERLY ALONG SOUTH PICKNEY
 DD0961'AND PICKNEY STREET, THENCE 0.1 KM (0.05 MI) SOUTHWESTERLY ALONG A
 DD0961'DRIVEWAY LEADING TO THE CITY HALL, 20.7 M (67.9 FT) SOUTHEAST OF AND
 DD0961'LEVEL WITH THE CENTER OF THE DRIVEWAY, 4.9 M (16.1 FT) NORTHEAST OF
 DD0961'UTILITY LIGHT POLE NUMBER 0300190, 2.6 M (8.5 FT) SOUTHWEST OF THE
 DD0961'NORTHWEST CORNER OF A CONCRETE PAD, AND 0.2 M (0.7 FT) NORTHWEST OF A
 DD0961'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INC PVC PIPE AND
 DD0961'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  THE ROD DEPTH IS
 DD0961'UNKNOWN.
 DD0961
 DD0961                          STATION RECOVERY (1995)
 DD0961
 DD0961'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DD0961'STATION IS LOCATED IN MCCLELLANVILLE.  OWNERSHIP--TOWN OF
 DD0961'MCCLELLANVILLE, TOWN HALL, 405 PINCKNEY, MCCLELLANVILLE, SC 29458,
 DD0961'PHONE 803-887-3712 (ATTENTION-BRUCILLA PARKER) .  TO REACH THE STATION
 DD0961'FROM THE JUNCTION OF U.S.  HIGHWAYS 17, 701, STATE HIGHWAY 45 AND
 DD0961'STATE ROAD 1189 (SOUTH PINCKNEY STREET) IN MCCLELLANVILLE, GO SOUTH
 DD0961'SOUTHEAST ON ROAD 1189 FOR 0.8 MILE (1.3 KM) TO THE JUNCTION OF STATE
 DD0961'ROAD 9 (PINCKNEY ROAD) , TURN RIGHT ON ROAD 9 FOR 0.9 MILE (1.4 KM) TO
 DD0961'A SAND ROAD RIGHT LEADING TO THE ROBERT E.  ASHLEY LANDING, TURN RIGHT
 DD0961'ON THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT IN
 DD0961'A GRASSY AREA BEHIND A ROW OF SHORT WOODEN PIERS DEFINING A PARKING
 DD0961'AREA.  STATION IS A GALVANIZED STEEL ROD PROJECTING 0.5 FOOT (15.2 CM)
 DD0961'AND 0.5 FOOT (15.2 CM) ABOVE THE SAND PARKING AREA, 37.8 FEET (11.5 M)
 DD0961'SOUTH SOUTHEAST OF TIDAL BENCH MARK 866 3618 TIDAL JC 4, 16.2 FEET
 DD0961'(4.9 M) EAST NORTHEAST OF A POWER POLE NUMBER 0300190 WITH A SECURITY
 DD0961'LIGHT, 24.2 FEET (7.4 M) SOUTHEAST OF A METAL FLAG POLE, 69.0 FEET
 DD0961'(21.0 M) SOUTH OF THE CENTER OF THE SAND DRIVE, 9.0 FEET (2.7 M)
 DD0961'SOUTHWEST OF THE NORTHWEST WOOD SUPPORT PILING, 0.4 FOOT (12.2 CM)
 DD0961'NORTHWEST OF A WITNESS POST.  RECOVERED BY R.W.ROBERTS.
 DD0961
 DD0961                          STATION RECOVERY (1997)
 DD0961
 DD0961'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0960 ***********************************************************************
 DD0960  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0960  DESIGNATION -  866 3618 TIDAL JC 4
 DD0960  PID         -  DD0960
 DD0960  STATE/COUNTY-  SC/CHARLESTON
 DD0960  USGS QUAD   -  MC CLELLANVILLE (1992)
 DD0960
 DD0960                         *CURRENT SURVEY CONTROL
 DD0960  ___________________________________________________________________
 DD0960* NAD 83(2001)-  33 04 51.41345(N)    079 27 33.77416(W)     ADJUSTED  
 DD0960* NAVD 88     -         1.535  (meters)       5.04   (feet)  ADJUSTED  
 DD0960  ___________________________________________________________________
 DD0960  X           -     978,607.261 (meters)                     COMP
 DD0960  Y           -  -5,259,281.743 (meters)                     COMP
 DD0960  Z           -   3,461,466.824 (meters)                     COMP
 DD0960  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 DD0960  ELLIP HEIGHT-         -32.22  (meters)          (03/13/03) GPS OBS
 DD0960  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DD0960  DYNAMIC HT  -           1.533 (meters)       5.03  (feet)  COMP
 DD0960  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 DD0960
 DD0960  HORZ ORDER  -  FIRST
 DD0960  VERT ORDER  -  FIRST     CLASS II
 DD0960  ELLP ORDER  -  FOURTH    CLASS II
 DD0960
 DD0960.The horizontal coordinates were established by GPS observations
 DD0960.and adjusted by the National Geodetic Survey in March 2003..
 DD0960
 DD0960.The orthometric height was determined by differential leveling
 DD0960.and adjusted by the National Geodetic Survey in September 1998..
 DD0960
 DD0960.This Tidal Bench Mark is designated as VM 4001
 DD0960.by the Center for Operational Oceanographic Products and Services.
 DD0960
 DD0960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD0960
 DD0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD0960
 DD0960.The ellipsoidal height was determined by GPS observations
 DD0960.and is referenced to NAD 83.
 DD0960
 DD0960.The geoid height was determined by GEOID03.
 DD0960
 DD0960.The dynamic height is computed by dividing the NAVD 88
 DD0960.geopotential number by the normal gravity value computed on the
 DD0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0960.degrees latitude (g = 980.6199 gals.).
 DD0960
 DD0960.The modeled gravity was interpolated from observed gravity values.
 DD0960
 DD0960;                    North         East     Units Scale Factor Converg.
 DD0960;SPC SC       -   139,430.853   753,416.638   MT  0.99984601   +0 51 14.8
 DD0960;SPC SC       -   457,450.31  2,471,839.36   iFT  0.99984601   +0 51 14.8
 DD0960;UTM  17      - 3,661,316.278   643,793.636   MT  0.99985494   +0 50 27.8
 DD0960
 DD0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD0960!SPC SC       -   1.00000506  x   0.99984601  =   0.99985107
 DD0960!UTM  17      -   1.00000506  x   0.99985494  =   0.99986000
 DD0960
 DD0960                          SUPERSEDED SURVEY CONTROL
 DD0960
 DD0960  NAD 83(1995)-  33 04 51.41344(N)    079 27 33.77490(W) AD(       ) 1
 DD0960  ELLIP H (12/20/99)  -32.26   (m)                       GP(       ) 4 1
 DD0960  NAD 83(1986)-  33 04 51.42400(N)    079 27 33.77815(W) AD(       ) 1
 DD0960  NAVD 88 (06/15/91)    1.534  (m)            5.03   (f) UNKNOWN     1 2
 DD0960  NGVD 29 (03/21/89)    1.835  (m)            6.02   (f) ADJUSTED    1 2
 DD0960
 DD0960.Superseded values are not recommended for survey control.
 DD0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0960.See file dsdata.txt to determine how the superseded data were derived.
 DD0960
 DD0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4379461316(NAD 83)
 DD0960_MARKER: DJ = TIDAL STATION DISK
 DD0960_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DD0960_SP_SET: GALVANIZED STEEL ROD
 DD0960_STAMPING: J.C. NO. 4 1975
 DD0960_MARK LOGO: NOS   
 DD0960_PROJECTION: FLUSH
 DD0960_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0960+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1995
 DD0960_ROD/PIPE-DEPTH: 6.10 meters
 DD0960
 DD0960  HISTORY     - Date     Condition        Report By
 DD0960  HISTORY     - 1975     MONUMENTED       NOS
 DD0960  HISTORY     - 1979     GOOD             NGS
 DD0960  HISTORY     - 1989     GOOD             USPSQD
 DD0960  HISTORY     - 19910401 GOOD             SCGS
 DD0960  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD0960  HISTORY     - 19950221 GOOD             SCGS
 DD0960  HISTORY     - 19980730 GOOD             SCGS
 DD0960
 DD0960                          STATION DESCRIPTION
 DD0960
 DD0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0960'IN MCCLELLANVILLE.
 DD0960'IN MC CLELLANVILE, ALONG PICKNEY ROAD, AND AT THE SITE OF THE FIRE
 DD0960'TOWER, 114 FEET SOUTH OF JC 5, 18.8 FEET NORTH-NORTHEAST OF THE
 DD0960'FLAGPOLE IN BACK OF THE MC CLELLANVILLE MUNICIPAL BUILDING, 3.5 FEET
 DD0960'EAST-SOUTHEAST OF THE SOUTHEAST END OF A SIGN FOR THE ROBERT E. ASHLEY
 DD0960'LANDING.
 DD0960
 DD0960                          STATION RECOVERY (1989)
 DD0960
 DD0960'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 DD0960'RECOVERED IN GOOD CONDITION.
 DD0960
 DD0960                          STATION RECOVERY (1991)
 DD0960
 DD0960'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 DD0960'STATION IS LOCATED IN MCCLELLANVILLE. OWNERSHIP--TOWN OF
 DD0960'MCCLELLANVILLE, TOWN HALL, 405 PINCKNEY, MCCLELLANVILLE, SC 29458,
 DD0960'PHONE 803-887-3712 (ATTENTION-BRUCILLA PARKER).
 DD0960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 701, STATE
 DD0960'HIGHWAY 45 AND STATE ROAD 1189 (SOUTH PINCKNEY STREET) IN
 DD0960'MCCLELLANVILLE, GO SOUTH SOUTHEAST ON ROAD 1189 FOR 0.8 MILE
 DD0960'(1.3 KM) TO THE JUNCTION OF STATE ROAD 9 (PINCKNEY ROAD), TURN RIGHT
 DD0960'ON ROAD 9 FOR 0.9 MILE (1.4 KM) TO A SAND ROAD RIGHT LEADING TO THE
 DD0960'ROBERT E. ASHLEY LANDING, TURN RIGHT ON THE SAND ROAD FOR 0.05 MILE
 DD0960'(0.08 KM) TO THE STATION ON THE LEFT IN A GRASSY AREA BEHIND A ROW OF
 DD0960'SHORT WOODEN PIERS DEFINING A PARKING AREA.
 DD0960'STATION IS A GALVANIZED STEEL ROD RECESSED 1-INCH AND LEVEL WITH THE
 DD0960'PARKING LOT, 138.5 FEET (42.2 M) SOUTH OF TRIANGULATION STATION
 DD0960'REFUGE, 18.6 FEET (5.7 M) NORTH NORTHEAST OF A METAL FLAG POLE, 8.4
 DD0960'FEET (2.6 M) NORTH NORTHWEST OF A SHORT WOODEN PIER WITH A SCGS
 DD0960'REFERENCE WASHER ATTACHED, 113.5 FEET (34.6 M) SOUTH OF TIDAL BENCH
 DD0960'MARK 866 3618 TIDAL JC 5, 37.8 FEET (11.5 M) NORTH NORTHWEST OF TIDAL
 DD0960'BENCH MARK 866 3618 TIDAL JC 3, 4.0 FEET (1.2 M) SOUTHEAST OF A
 DD0960'WITNESS POST.
 DD0960'RECOVERED BY T. HALL.
 DD0960
 DD0960                          STATION RECOVERY (1992)
 DD0960
 DD0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0960'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DD0960
 DD0960                          STATION RECOVERY (1995)
 DD0960
 DD0960'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 DD0960'STATION IS LOCATED IN MCCLELLANVILLE.  OWNERSHIP--TOWN OF
 DD0960'MCCLELLANVILLE, TOWN HALL, 405 PINCKNEY, MCCLELLANVILLE, SC 29458,
 DD0960'PHONE 803-887-3712 (ATTENTION-BRUCILLA PARKER) .  TO REACH THE STATION
 DD0960'FROM THE JUNCTION OF U.S.  HIGHWAYS 17, 701, STATE HIGHWAY 45 AND
 DD0960'STATE ROAD 1189 (SOUTH PINCKNEY STREET) IN MCCLELLANVILLE, GO SOUTH
 DD0960'SOUTHEAST ON ROAD 1189 FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF
 DD0960'STATE ROAD 9 (PINCKNEY ROAD) , TURN RIGHT ON ROAD 9 FOR 0.9 MILE (1.4
 DD0960'KM) TO A SAND ROAD RIGHT LEADING TO THE ROBERT E.  ASHLEY LANDING,
 DD0960'TURN RIGHT ON THE SAND ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON
 DD0960'THE LEFT IN A GRASSY AREA BEHIND A ROW OF SHORT WOODEN PIERS DEFINING
 DD0960'A PARKING AREA.  STATION IS A GALVANIZED STEEL ROD RECESSED 0.2 FOOT
 DD0960'(6.1 CM) AND LEVEL WITH THE PARKING LOT, 139.2 FEET (42.4 M) SOUTH OF
 DD0960'TRIANGULATION STATION REFUGE, 18.6 FEET (5.7 M) NORTH NORTHEAST OF A
 DD0960'METAL FLAG POLE, 8.4 FEET (2.6 M) NORTH NORTHWEST OF A SHORT WOODEN
 DD0960'PIER WITH A SCGS REFERENCE WASHER ATTACHED, 113.5 FEET (34.6 M) SOUTH
 DD0960'OF TIDAL BENCH MARK 866 3618 TIDAL JC 5, 37.8 FEET (11.5 M) NORTH
 DD0960'NORTHWEST OF TIDAL BENCH MARK 866 3618 TIDAL JC 3, 34.7 FEET (10.6 M)
 DD0960'NORTH NORTHWEST OF THE NORTHWEST PILING, 32.5 FEET (9.9 M) SOUTH OF
 DD0960'THE CENTER OF THE SAND DRIVE, 4.0 FEET (1.2 M) SOUTHEAST OF A WITNESS
 DD0960'POST.  RECOVERED BY R.W.  ROBERTS.
 DD0960
 DD0960                          STATION RECOVERY (1998)
 DD0960
 DD0960'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 DD0960'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1238 ***********************************************************************
 DD1238  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1238  DESIGNATION -  866 3631 A TIDAL
 DD1238  PID         -  DD1238
 DD1238  STATE/COUNTY-  SC/BERKELEY
 DD1238  USGS QUAD   -  KITTREDGE (1979)
 DD1238
 DD1238                         *CURRENT SURVEY CONTROL
 DD1238  ___________________________________________________________________
 DD1238* NAD 83(1986)-  33 04 41.     (N)    079 55 28.     (W)     SCALED    
 DD1238* NAVD 88     -         1.133  (meters)       3.72   (feet)  ADJUSTED  
 DD1238  ___________________________________________________________________
 DD1238  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1238  DYNAMIC HT  -           1.132 (meters)       3.71  (feet)  COMP
 DD1238  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 DD1238
 DD1238  VERT ORDER  -  FIRST     CLASS II
 DD1238
 DD1238.The horizontal coordinates were scaled from a topographic map and have
 DD1238.an estimated accuracy of +/- 6 seconds.
 DD1238
 DD1238.The orthometric height was determined by differential leveling
 DD1238.and adjusted by the National Geodetic Survey in June 1991..
 DD1238
 DD1238.This Tidal Bench Mark is designated as VM 4003
 DD1238.by the Center for Operational Oceanographic Products and Services.
 DD1238
 DD1238.The geoid height was determined by GEOID03.
 DD1238
 DD1238.The dynamic height is computed by dividing the NAVD 88
 DD1238.geopotential number by the normal gravity value computed on the
 DD1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1238.degrees latitude (g = 980.6199 gals.).
 DD1238
 DD1238.The modeled gravity was interpolated from observed gravity values.
 DD1238
 DD1238;                    North         East    Units  Estimated Accuracy
 DD1238;SPC SC       -   138,560.      710,010.      MT  (+/- 180 meters Scaled)
 DD1238
 DD1238                          SUPERSEDED SURVEY CONTROL
 DD1238
 DD1238  NGVD 29 (03/21/89)    1.434  (m)            4.70   (f) ADJUSTED    1 2
 DD1238
 DD1238.Superseded values are not recommended for survey control.
 DD1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1238.See file dsdata.txt to determine how the superseded data were derived.
 DD1238
 DD1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS003604(NAD 83)
 DD1238_MARKER: DJ = TIDAL STATION DISK
 DD1238_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1238_SP_SET: STAINLESS STEEL ROD
 DD1238_STAMPING: 3631 A 1982
 DD1238_MARK LOGO: NOS   
 DD1238_PROJECTION: FLUSH
 DD1238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1238+STABILITY: POSITION/ELEVATION WELL
 DD1238_ROD/PIPE-DEPTH: 9.75 meters
 DD1238
 DD1238  HISTORY     - Date     Condition        Report By
 DD1238  HISTORY     - 1982     MONUMENTED       NOS
 DD1238  HISTORY     - 1984     GOOD             SCGS
 DD1238
 DD1238                          STATION DESCRIPTION
 DD1238
 DD1238'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1238'7.2 KM (4.5 MI) SW FROM CORDESVILLE.
 DD1238'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1238'POST OFFICE IN CORDESVILLE, THENCE 0.25 KILOMETER (0.15 MILE)
 DD1238'SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE BONNEAU FERRY
 DD1238'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) SOUTHWEST ALONG THE
 DD1238'SAND ROAD TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE
 DD1238'2.7 KILOMETERS (1.7 MILES) RIGHT ALONG THE MAIN SAND ROAD PAST A SMALL
 DD1238'GRAIN SILO AND A MAINTENANCE GARAGE TO A SMALL LOG CABIN WHERE A SMALL
 DD1238'CREEK CROSSES THE ROAD, CONTINUE 1.0 KILOMETER (0.6 MILE) TO TWO
 DD1238'7-FOOT HIGH BRICK PILLARS JUST PAST THE RUINS OF AN OLD HOUSE,
 DD1238'CONTINUE 0.1 KILOMETER (0.05 MILE) ALONG THE SAND ROAD, THENCE 0.7
 DD1238'KILOMETER (0.45 MILE) SOUTHWEST ALONG A GRASSY ROAD (OLD RICE MILL
 DD1238'RUINS ROAD), SET BETWEEN TWO MAGNOLIA TREES ON THE EAST SIDE OF THE
 DD1238'OLD RICE MILL RUINS, 17.83 METERS (58.5 FEET) NORTH-NORTHEAST OF THE
 DD1238'SOUTHEAST CORNER OF THE OLD RICE MILL RUINS, 37.19 METERS (122.0 FEET)
 DD1238'NORTH OF THE APPROXIMATE CENTER OF THE GRASSY ROAD, 10.85 METERS (35.6
 DD1238'FEET) EAST OF THE NORTHEAST CORNER OF THE OLD RICE MILL RUINS,
 DD1238'3.41 METERS (11.2 FEET) SOUTHEAST OF THE 24-INCH MAGNOLIA TREE,
 DD1238'3.99 METERS (13.1 FEET) WEST-SOUTHWEST OF THE 7-INCH MAGNOLIA TREE.
 DD1238'THE MARK IS 0.40 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1237 ***********************************************************************
 DD1237  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1237  DESIGNATION -  866 3631 B TIDAL
 DD1237  PID         -  DD1237
 DD1237  STATE/COUNTY-  SC/BERKELEY
 DD1237  USGS QUAD   -  KITTREDGE (1979)
 DD1237
 DD1237                         *CURRENT SURVEY CONTROL
 DD1237  ___________________________________________________________________
 DD1237* NAD 83(1986)-  33 04 41.     (N)    079 55 28.     (W)     SCALED    
 DD1237* NAVD 88     -         1.413  (meters)       4.64   (feet)  ADJUSTED  
 DD1237  ___________________________________________________________________
 DD1237  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1237  DYNAMIC HT  -           1.412 (meters)       4.63  (feet)  COMP
 DD1237  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 DD1237
 DD1237  VERT ORDER  -  FIRST     CLASS II
 DD1237
 DD1237.The horizontal coordinates were scaled from a topographic map and have
 DD1237.an estimated accuracy of +/- 6 seconds.
 DD1237
 DD1237.The orthometric height was determined by differential leveling
 DD1237.and adjusted by the National Geodetic Survey in June 1991..
 DD1237
 DD1237.This Tidal Bench Mark is designated as VM 4004
 DD1237.by the Center for Operational Oceanographic Products and Services.
 DD1237
 DD1237.The geoid height was determined by GEOID03.
 DD1237
 DD1237.The dynamic height is computed by dividing the NAVD 88
 DD1237.geopotential number by the normal gravity value computed on the
 DD1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1237.degrees latitude (g = 980.6199 gals.).
 DD1237
 DD1237.The modeled gravity was interpolated from observed gravity values.
 DD1237
 DD1237;                    North         East    Units  Estimated Accuracy
 DD1237;SPC SC       -   138,560.      710,010.      MT  (+/- 180 meters Scaled)
 DD1237
 DD1237                          SUPERSEDED SURVEY CONTROL
 DD1237
 DD1237  NGVD 29 (03/21/89)    1.714  (m)            5.62   (f) ADJUSTED    1 2
 DD1237
 DD1237.Superseded values are not recommended for survey control.
 DD1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1237.See file dsdata.txt to determine how the superseded data were derived.
 DD1237
 DD1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS003604(NAD 83)
 DD1237_MARKER: DJ = TIDAL STATION DISK
 DD1237_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1237_SP_SET: STAINLESS STEEL ROD
 DD1237_STAMPING: 3631 B 1982
 DD1237_MARK LOGO: NOS   
 DD1237_PROJECTION: FLUSH
 DD1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1237+STABILITY: POSITION/ELEVATION WELL
 DD1237_ROD/PIPE-DEPTH: 9.75 meters
 DD1237
 DD1237  HISTORY     - Date     Condition        Report By
 DD1237  HISTORY     - 1982     MONUMENTED       NOS
 DD1237  HISTORY     - 1984     GOOD             SCGS
 DD1237
 DD1237                          STATION DESCRIPTION
 DD1237
 DD1237'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1237'7.2 KM (4.5 MI) SW FROM CORDESVILLE.
 DD1237'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1237'POST OFFICE IN CORDESVILLE, THENCE 0.25 KILOMETER (0.15 MILE)
 DD1237'SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO BONNEAU FERRY
 DD1237'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) SOUTHWEST ALONG THE
 DD1237'SAND ROAD TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE
 DD1237'2.7 KILOMETERS (1.7 MILES) RIGHT ALONG THE MAIN SAND ROAD PAST A SMALL
 DD1237'GRAIN SILO AND A MAINTENANCE GARAGE TO A SMALL LOG CABIN WHERE A SMALL
 DD1237'CREEK CROSSES THE ROAD, CONTINUE 1.0 KILOMETER (0.6 MILE) TO TWO
 DD1237'7-FOOT HIGH BRICK PILLARS JUST PAST THE RUINS OF AN OLD HOUSE,
 DD1237'CONTINUE 0.1 KILOMETER (0.05 MILE) ALONG THE SAND ROAD, THENCE 0.7
 DD1237'KILOMETER (0.45 MILE) SOUTHWEST ALONG A GRASSY ROAD (OLD RICE MILL
 DD1237'RUINS ROAD), SET ON THE LEFT NEAR A TWIN TRUNK OAK TREE NEAR THE
 DD1237'RIVERS EDGE, 43.56 METERS (142.9 FEET) SOUTH-SOUTHWEST OF 866 3631 A
 DD1237'TIDAL, 4.48 METERS (14.7 FEET) EAST-SOUTHEAST OF THE TWIN TRUNK OAK
 DD1237'TREE, 7.56 METERS (24.8 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE
 DD1237'GRASSY ROAD, 25.85 METERS (84.8 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST
 DD1237'CORNER OF THE OLD RICE MILL RUINS, 22.74 METERS (74.6 FEET)
 DD1237'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE OLD RICE MILL RUINS.
 DD1237'THE MARK IS 0.40 METERS  NNE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1236 ***********************************************************************
 DD1236  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1236  DESIGNATION -  866 3631 C TIDAL
 DD1236  PID         -  DD1236
 DD1236  STATE/COUNTY-  SC/BERKELEY
 DD1236  USGS QUAD   -  KITTREDGE (1979)
 DD1236
 DD1236                         *CURRENT SURVEY CONTROL
 DD1236  ___________________________________________________________________
 DD1236* NAD 83(1986)-  33 04 41.     (N)    079 55 25.     (W)     SCALED    
 DD1236* NAVD 88     -         1.460  (meters)       4.79   (feet)  ADJUSTED  
 DD1236  ___________________________________________________________________
 DD1236  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1236  DYNAMIC HT  -           1.458 (meters)       4.78  (feet)  COMP
 DD1236  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 DD1236
 DD1236  VERT ORDER  -  FIRST     CLASS II
 DD1236
 DD1236.The horizontal coordinates were scaled from a topographic map and have
 DD1236.an estimated accuracy of +/- 6 seconds.
 DD1236
 DD1236.The orthometric height was determined by differential leveling
 DD1236.and adjusted by the National Geodetic Survey in June 1991..
 DD1236
 DD1236.This Tidal Bench Mark is designated as VM 4005
 DD1236.by the Center for Operational Oceanographic Products and Services.
 DD1236
 DD1236.The geoid height was determined by GEOID03.
 DD1236
 DD1236.The dynamic height is computed by dividing the NAVD 88
 DD1236.geopotential number by the normal gravity value computed on the
 DD1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1236.degrees latitude (g = 980.6199 gals.).
 DD1236
 DD1236.The modeled gravity was interpolated from observed gravity values.
 DD1236
 DD1236;                    North         East    Units  Estimated Accuracy
 DD1236;SPC SC       -   138,560.      710,090.      MT  (+/- 180 meters Scaled)
 DD1236
 DD1236                          SUPERSEDED SURVEY CONTROL
 DD1236
 DD1236  NGVD 29 (03/21/89)    1.760  (m)            5.77   (f) ADJUSTED    1 2
 DD1236
 DD1236.Superseded values are not recommended for survey control.
 DD1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1236.See file dsdata.txt to determine how the superseded data were derived.
 DD1236
 DD1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS004604(NAD 83)
 DD1236_MARKER: DJ = TIDAL STATION DISK
 DD1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1236_SP_SET: CONCRETE POST
 DD1236_STAMPING: 3631 C 1982
 DD1236_MARK LOGO: NOS   
 DD1236_PROJECTION: PROJECTING 5 CENTIMETERS
 DD1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1236
 DD1236  HISTORY     - Date     Condition        Report By
 DD1236  HISTORY     - 1982     MONUMENTED       NOS
 DD1236  HISTORY     - 1984     GOOD             SCGS
 DD1236
 DD1236                          STATION DESCRIPTION
 DD1236
 DD1236'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1236'7.2 KM (4.5 MI) SW FROM CORDESVILLE.
 DD1236'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1236'POST OFFICE IN CORDESVILLE, THENCE 0.25 KILOMETER (0.15 MILE)
 DD1236'SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE BONNEAU FERRY
 DD1236'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) SOUTHWEST ALONG THE
 DD1236'SAND ROAD TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE
 DD1236'2.7 KILOMETERS (1.7 MILES) RIGHT ALONG THE MAIN SAND ROAD PAST A SMALL
 DD1236'GRAIN SILO AND MAINTENANCE GARAGE TO A SMALL LOG CABIN WHERE A SMALL
 DD1236'CREEK CROSSES THE ROAD, CONTINUE 1.0 KILOMETER (0.6 MILE) TO TWO
 DD1236'7-FOOT HIGH BRICK PILLARS JUST PAST THE RUINS OF AN OLD HOUSE,
 DD1236'CONTINUE 0.1 KILOMETER (0.05 MILE) ALONG THE SAND ROAD, THENCE 0.6
 DD1236'KILOMETER (0.4 MILE) SOUTHWEST ALONG A GRASSY ROAD (OLD RICE MILL
 DD1236'RUINS ROAD), SET NEAR A 80-INCH PINE TREE, 60.53 METERS (198.6 FEET)
 DD1236'EAST-SOUTHEAST OF 866 3631 B TIDAL, 11.28 METERS (37.0 FEET)
 DD1236'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE GRASSY ROAD,
 DD1236'4.57 METERS (15.0 FEET) EAST-NORTHEAST OF THE PINE TREE, 21.64 METERS
 DD1236'(71.0 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE EDGE OF THE MARSH.
 DD1236'THE MARK IS 0.30 METERS  WSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1235 ***********************************************************************
 DD1235  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1235  DESIGNATION -  866 3631 D TIDAL
 DD1235  PID         -  DD1235
 DD1235  STATE/COUNTY-  SC/BERKELEY
 DD1235  USGS QUAD   -  KITTREDGE (1979)
 DD1235
 DD1235                         *CURRENT SURVEY CONTROL
 DD1235  ___________________________________________________________________
 DD1235* NAD 83(1986)-  33 04 40.     (N)    079 55 19.     (W)     SCALED    
 DD1235* NAVD 88     -         1.481  (meters)       4.86   (feet)  ADJUSTED  
 DD1235  ___________________________________________________________________
 DD1235  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1235  DYNAMIC HT  -           1.480 (meters)       4.86  (feet)  COMP
 DD1235  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DD1235
 DD1235  VERT ORDER  -  FIRST     CLASS II
 DD1235
 DD1235.The horizontal coordinates were scaled from a topographic map and have
 DD1235.an estimated accuracy of +/- 6 seconds.
 DD1235
 DD1235.The orthometric height was determined by differential leveling
 DD1235.and adjusted by the National Geodetic Survey in June 1991..
 DD1235
 DD1235.This Tidal Bench Mark is designated as VM 4006
 DD1235.by the Center for Operational Oceanographic Products and Services.
 DD1235
 DD1235.The geoid height was determined by GEOID03.
 DD1235
 DD1235.The dynamic height is computed by dividing the NAVD 88
 DD1235.geopotential number by the normal gravity value computed on the
 DD1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1235.degrees latitude (g = 980.6199 gals.).
 DD1235
 DD1235.The modeled gravity was interpolated from observed gravity values.
 DD1235
 DD1235;                    North         East    Units  Estimated Accuracy
 DD1235;SPC SC       -   138,530.      710,240.      MT  (+/- 180 meters Scaled)
 DD1235
 DD1235                          SUPERSEDED SURVEY CONTROL
 DD1235
 DD1235  NGVD 29 (03/21/89)    1.782  (m)            5.85   (f) ADJUSTED    1 2
 DD1235
 DD1235.Superseded values are not recommended for survey control.
 DD1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1235.See file dsdata.txt to determine how the superseded data were derived.
 DD1235
 DD1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS006604(NAD 83)
 DD1235_MARKER: DJ = TIDAL STATION DISK
 DD1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1235_SP_SET: CONCRETE POST
 DD1235_STAMPING: 3631 D 1982
 DD1235_MARK LOGO: NOS   
 DD1235_PROJECTION: FLUSH
 DD1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1235
 DD1235  HISTORY     - Date     Condition        Report By
 DD1235  HISTORY     - 1982     MONUMENTED       NOS
 DD1235  HISTORY     - 1984     GOOD             SCGS
 DD1235
 DD1235                          STATION DESCRIPTION
 DD1235
 DD1235'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1235'7.2 KM (4.5 MI) SW FROM CORDESVILLE.
 DD1235'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1235'POST OFFICE IN CORDESVILLE, THENCE 0.25 KILOMETER (0.15 MILE)
 DD1235'SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE BONNEAU FERRY
 DD1235'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) SOUTHWEST ALONG THE
 DD1235'SAND ROAD TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE
 DD1235'2.7 KILOMETERS (1.7 MILES) RIGHT ALONG THE MAIN SAND ROAD PAST A SMALL
 DD1235'GRAIN SILO AND MAINTENANCE GARAGE TO A SMALL LOG CABIN WHERE A SMALL
 DD1235'CREEK CROSSES THE ROAD, CONTINUE 1.0 KILOMETER (0.6 MILE) TO TWO
 DD1235'7-FOOT BRICK PILLARS JUST PAST THE RUINS OF AN OLD HOUSE, CONTINUE 0.1
 DD1235'KILOMETER (0.05 MILE) ALONG THE SAND ROAD, THENCE 0.55 KILOMETER (0.35
 DD1235'MILE) SOUTHWEST ALONG A GRASSY ROAD (OLD RICE MILL RUINS ROAD), SET ON
 DD1235'THE LEFT JUST BEFORE CROSSING A SMALL STREAM, 14.94 METERS (49.0 FEET)
 DD1235'SOUTH OF THE APPROXIMATE CENTER OF THE GRASSY ROAD, 11.98 METERS (39.3
 DD1235'FEET) SOUTH-SOUTHEAST OF A LONE 80-INCH OAK TREE, 8.84 METERS (29.0
 DD1235'FEET) EAST OF THE APPROXIMATE EDGE OF THE STREAM, 7.99 METERS (26.2
 DD1235'FEET) NORTH OF A 24-INCH OAK TREE.
 DD1235'THE MARK IS 0.50 METERS  NNE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1234 ***********************************************************************
 DD1234  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1234  DESIGNATION -  866 3631 E TIDAL
 DD1234  PID         -  DD1234
 DD1234  STATE/COUNTY-  SC/BERKELEY
 DD1234  USGS QUAD   -  KITTREDGE (1979)
 DD1234
 DD1234                         *CURRENT SURVEY CONTROL
 DD1234  ___________________________________________________________________
 DD1234* NAD 83(1986)-  33 04 43.     (N)    079 55 16.     (W)     SCALED    
 DD1234* NAVD 88     -         2.645  (meters)       8.68   (feet)  ADJUSTED  
 DD1234  ___________________________________________________________________
 DD1234  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1234  DYNAMIC HT  -           2.642 (meters)       8.67  (feet)  COMP
 DD1234  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 DD1234
 DD1234  VERT ORDER  -  FIRST     CLASS II
 DD1234
 DD1234.The horizontal coordinates were scaled from a topographic map and have
 DD1234.an estimated accuracy of +/- 6 seconds.
 DD1234
 DD1234.The orthometric height was determined by differential leveling
 DD1234.and adjusted by the National Geodetic Survey in June 1991..
 DD1234
 DD1234.This Tidal Bench Mark is designated as VM 4007
 DD1234.by the Center for Operational Oceanographic Products and Services.
 DD1234
 DD1234.The geoid height was determined by GEOID03.
 DD1234
 DD1234.The dynamic height is computed by dividing the NAVD 88
 DD1234.geopotential number by the normal gravity value computed on the
 DD1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1234.degrees latitude (g = 980.6199 gals.).
 DD1234
 DD1234.The modeled gravity was interpolated from observed gravity values.
 DD1234
 DD1234;                    North         East    Units  Estimated Accuracy
 DD1234;SPC SC       -   138,630.      710,320.      MT  (+/- 180 meters Scaled)
 DD1234
 DD1234                          SUPERSEDED SURVEY CONTROL
 DD1234
 DD1234  NGVD 29 (03/21/89)    2.946  (m)            9.67   (f) ADJUSTED    1 2
 DD1234
 DD1234.Superseded values are not recommended for survey control.
 DD1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1234.See file dsdata.txt to determine how the superseded data were derived.
 DD1234
 DD1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS006605(NAD 83)
 DD1234_MARKER: DJ = TIDAL STATION DISK
 DD1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1234_SP_SET: CONCRETE POST
 DD1234_STAMPING: 3631 E 1982
 DD1234_MARK LOGO: NOS   
 DD1234_PROJECTION: FLUSH
 DD1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1234
 DD1234  HISTORY     - Date     Condition        Report By
 DD1234  HISTORY     - 1982     MONUMENTED       NOS
 DD1234  HISTORY     - 1984     GOOD             SCGS
 DD1234
 DD1234                          STATION DESCRIPTION
 DD1234
 DD1234'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1234'7.2 KM (4.5 MI) SW FROM CORDESVILLE.
 DD1234'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1234'POST OFFICE IN CORDESVILLE, THENCE 0.25 KILOMETER (0.15 MILE)
 DD1234'SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE BONNEAU FERRY
 DD1234'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) SOUTHWEST ALONG THE
 DD1234'SAND ROAD TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE
 DD1234'2.7 KILOMETERS (1.7 MILES) RIGHT ALONG THE MAIN SAND ROAD PAST A SMALL
 DD1234'GRAIN SILO AND MAINTENANCE GARAGE TO A SMALL LOG CABIN WHERE A SMALL
 DD1234'CREEK CROSSES THE ROAD, CONTINUE 1.0 KILOMETER (0.6 MILE) TO TWO
 DD1234'7-FOOT BRICK PILLARS JUST PASS THE RUINS OF AN OLD HOUSE, CONTINUE 0.1
 DD1234'KILOMETER (0.05 MILE) ALONG THE SAND ROAD, THENCE 0.5 KILOMETER (0.3
 DD1234'MILE) SOUTHWEST ALONG A GRASSY ROAD (OLD RICE MILL RUINS ROAD), SET
 DD1234'NEAR A TRIPLE TRUNK OAK TREE, 83.82 METERS (275.0 FEET) NORTHEAST OF
 DD1234'866 3631 D TIDAL, 8.53 METERS (28.0 FEET) NORTH-NORTHWEST OF THE
 DD1234'APPROXIMATE CENTER OF THE GRASSY ROAD, 16.46 METERS (54.0 FEET)
 DD1234'EAST-SOUTHEAST OF THE APPROXIMATE EDGE OF THE MARSH, 4.57 METERS (15.0
 DD1234'FEET) NORTH OF THE OAK TREE.
 DD1234'THE MARK IS 0.40 METERS  SSE FROM A WITNESS POST.
 DD1234'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1225 ***********************************************************************
 DD1225  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1225  DESIGNATION -  866 3665 A TIDAL
 DD1225  PID         -  DD1225
 DD1225  STATE/COUNTY-  SC/BERKELEY
 DD1225  USGS QUAD   -  HUGER (1971)
 DD1225
 DD1225                         *CURRENT SURVEY CONTROL
 DD1225  ___________________________________________________________________
 DD1225* NAD 83(1986)-  33 04 41.     (N)    079 51 21.     (W)     SCALED    
 DD1225* NAVD 88     -         1.580  (meters)       5.18   (feet)  ADJUSTED  
 DD1225  ___________________________________________________________________
 DD1225  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD1225  DYNAMIC HT  -           1.578 (meters)       5.18  (feet)  COMP
 DD1225  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DD1225
 DD1225  VERT ORDER  -  FIRST     CLASS II
 DD1225
 DD1225.The horizontal coordinates were scaled from a topographic map and have
 DD1225.an estimated accuracy of +/- 6 seconds.
 DD1225
 DD1225.The orthometric height was determined by differential leveling
 DD1225.and adjusted by the National Geodetic Survey in June 1991..
 DD1225
 DD1225.This Tidal Bench Mark is designated as VM 4008
 DD1225.by the Center for Operational Oceanographic Products and Services.
 DD1225
 DD1225.The geoid height was determined by GEOID03.
 DD1225
 DD1225.The dynamic height is computed by dividing the NAVD 88
 DD1225.geopotential number by the normal gravity value computed on the
 DD1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1225.degrees latitude (g = 980.6199 gals.).
 DD1225
 DD1225.The modeled gravity was interpolated from observed gravity values.
 DD1225
 DD1225;                    North         East    Units  Estimated Accuracy
 DD1225;SPC SC       -   138,630.      716,410.      MT  (+/- 180 meters Scaled)
 DD1225
 DD1225                          SUPERSEDED SURVEY CONTROL
 DD1225
 DD1225  NGVD 29 (03/21/89)    1.881  (m)            6.17   (f) ADJUSTED    1 2
 DD1225
 DD1225.Superseded values are not recommended for survey control.
 DD1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1225.See file dsdata.txt to determine how the superseded data were derived.
 DD1225
 DD1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS067605(NAD 83)
 DD1225_MARKER: DJ = TIDAL STATION DISK
 DD1225_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1225_SP_SET: COPPER-CLAD STEEL ROD
 DD1225_STAMPING: 3665 A 1976
 DD1225_MARK LOGO: NOS   
 DD1225_PROJECTION: FLUSH
 DD1225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1225+STABILITY: POSITION/ELEVATION WELL
 DD1225_ROD/PIPE-DEPTH: 7.32 meters
 DD1225
 DD1225  HISTORY     - Date     Condition        Report By
 DD1225  HISTORY     - 1976     MONUMENTED       NOS
 DD1225  HISTORY     - 1984     GOOD             SCGS
 DD1225
 DD1225                          STATION DESCRIPTION
 DD1225
 DD1225'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1225'5.3 KM (3.3 MI) SW FROM HUGER.
 DD1225'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1225'OFFICE IN HUGER TO THE INTERSECTION OF STATE HIGHWAY 402, CONTINUE
 DD1225'10.3 KILOMETERS (6.4 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 402,
 DD1225'THENCE 5.05 KILOMETERS (3.15 MILES) SOUTHEAST ALONG THE ENTRANCE ROAD
 DD1225'TO THE RICHMOND PLANTATION GIRL SCOUT CAMP TO A BRICK GATE AND THE
 DD1225'CARETAKERS HOUSE, CONTINUE 0.4 KILOMETER (0.25 MILE) SOUTHEAST ALONG A
 DD1225'SAND ROAD THAT LEADS TO THE LARGE BRICK HOUSE, SET NEAR A 18-INCH
 DD1225'PALMETTO TREE THAT IS SOUTHEAST OF THE BRICK HOUSE, IT IS NEAR THE
 DD1225'FIRST WOODEN BRIDGE THAT LEADS TO A BOAT DOCK, 53.58 METERS (175.8
 DD1225'FEET) EAST-SOUTHEAST OF A TWIN LIMBED 90-INCH OAK TREE, 6.43 METERS
 DD1225'(21.1 FEET) NORTH OF THE NORTH CORNER OF THE WOODEN BRIDGE,
 DD1225'4.57 METERS (15.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A
 DD1225'TRAIL LEADING TO THE BOAT DOCK, 1.95 METERS (6.4 FEET) WEST-NORTHWEST
 DD1225'OF THE 18-INCH PALMETTO TREE, 8.72 METERS (28.6 FEET) NORTH-NORTHEAST
 DD1225'OF 866 3665 B TIDAL.
 DD1225'THE MARK IS ABOVE LEVEL WITH WOODEN BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1224 ***********************************************************************
 DD1224  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1224  DESIGNATION -  866 3665 B TIDAL
 DD1224  PID         -  DD1224
 DD1224  STATE/COUNTY-  SC/BERKELEY
 DD1224  USGS QUAD   -  HUGER (1971)
 DD1224
 DD1224                         *CURRENT SURVEY CONTROL
 DD1224  ___________________________________________________________________
 DD1224* NAD 83(1986)-  33 04 41.     (N)    079 51 21.     (W)     SCALED    
 DD1224* NAVD 88     -         1.648  (meters)       5.41   (feet)  ADJUSTED  
 DD1224  ___________________________________________________________________
 DD1224  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD1224  DYNAMIC HT  -           1.646 (meters)       5.40  (feet)  COMP
 DD1224  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DD1224
 DD1224  VERT ORDER  -  FIRST     CLASS II
 DD1224
 DD1224.The horizontal coordinates were scaled from a topographic map and have
 DD1224.an estimated accuracy of +/- 6 seconds.
 DD1224
 DD1224.The orthometric height was determined by differential leveling
 DD1224.and adjusted by the National Geodetic Survey in June 1991..
 DD1224
 DD1224.This Tidal Bench Mark is designated as VM 4009
 DD1224.by the Center for Operational Oceanographic Products and Services.
 DD1224
 DD1224.The geoid height was determined by GEOID03.
 DD1224
 DD1224.The dynamic height is computed by dividing the NAVD 88
 DD1224.geopotential number by the normal gravity value computed on the
 DD1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1224.degrees latitude (g = 980.6199 gals.).
 DD1224
 DD1224.The modeled gravity was interpolated from observed gravity values.
 DD1224
 DD1224;                    North         East    Units  Estimated Accuracy
 DD1224;SPC SC       -   138,630.      716,410.      MT  (+/- 180 meters Scaled)
 DD1224
 DD1224                          SUPERSEDED SURVEY CONTROL
 DD1224
 DD1224  NGVD 29 (03/21/89)    1.948  (m)            6.39   (f) ADJUSTED    1 2
 DD1224
 DD1224.Superseded values are not recommended for survey control.
 DD1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1224.See file dsdata.txt to determine how the superseded data were derived.
 DD1224
 DD1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS067605(NAD 83)
 DD1224_MARKER: DJ = TIDAL STATION DISK
 DD1224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD1224_SP_SET: SHALLOW-SET PIPE
 DD1224_STAMPING: 3665 B 1976
 DD1224_MARK LOGO: NOS   
 DD1224_PROJECTION: FLUSH
 DD1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1224_ROD/PIPE-DEPTH: 1.22 meters
 DD1224
 DD1224  HISTORY     - Date     Condition        Report By
 DD1224  HISTORY     - 1976     MONUMENTED       NOS
 DD1224  HISTORY     - 1984     GOOD             SCGS
 DD1224
 DD1224                          STATION DESCRIPTION
 DD1224
 DD1224'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1224'5.3 KM (3.3 MI) SW FROM HUGER.
 DD1224'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1224'OFFICE IN HUGER TO THE INTERSECTION OF STATE HIGHWAY 402, CONTINUE
 DD1224'10.3 KILOMETERS (6.4 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 402,
 DD1224'THENCE 5.05 KILOMETERS (3.15 MILES) SOUTHEAST ALONG THE ENTRANCE ROAD
 DD1224'TO THE RICHMOND PLANTATION GIRL SCOUT CAMP TO A BRICK GATE AND THE
 DD1224'CARETAKERS HOUSE, CONTINUE 0.4 KILOMETER (0.25 MILE) SOUTHEAST ALONG A
 DD1224'SAND ROAD THAT LEADS TO THE LARGE BRICK HOUSE, SET NEAR A 80-INCH OAK
 DD1224'TREE SOUTHEAST OF THE BRICK HOUSE, ALSO NEAR THE FIRST WOODEN BRIDGE
 DD1224'LEADING TO A BOAT DOCK, 79.25 METERS (260.0 FEET) SOUTH-SOUTHEAST OF
 DD1224'866 3665 C TIDAL, 21.34 METERS (70.0 FEET) EAST OF THE APPROXIMATE
 DD1224'CENTER OF A BAMBOO TREE (BUSH), 3.81 METERS (12.5 FEET)
 DD1224'NORTH-NORTHEAST OF THE 80-INCH OAK TREE, 3.3 METERS (10.9 FEET)
 DD1224'WEST-NORTHWEST OF THE WEST CORNER OF THE WOODEN BRIDGE, 3.26 METERS
 DD1224'(10.7 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF A TRAIL LEADING TO
 DD1224'THE BOAT DOCK.
 DD1224'THE MARK IS ABOVE LEVEL WITH WOODEN BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1223 ***********************************************************************
 DD1223  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1223  DESIGNATION -  866 3665 C TIDAL
 DD1223  PID         -  DD1223
 DD1223  STATE/COUNTY-  SC/BERKELEY
 DD1223  USGS QUAD   -  HUGER (1971)
 DD1223
 DD1223                         *CURRENT SURVEY CONTROL
 DD1223  ___________________________________________________________________
 DD1223* NAD 83(1986)-  33 04 43.     (N)    079 51 23.     (W)     SCALED    
 DD1223* NAVD 88     -         5.722  (meters)      18.77   (feet)  ADJUSTED  
 DD1223  ___________________________________________________________________
 DD1223  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD1223  DYNAMIC HT  -           5.716 (meters)      18.75  (feet)  COMP
 DD1223  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 DD1223
 DD1223  VERT ORDER  -  FIRST     CLASS II
 DD1223
 DD1223.The horizontal coordinates were scaled from a topographic map and have
 DD1223.an estimated accuracy of +/- 6 seconds.
 DD1223
 DD1223.The orthometric height was determined by differential leveling
 DD1223.and adjusted by the National Geodetic Survey in June 1991..
 DD1223
 DD1223.This Tidal Bench Mark is designated as VM 4010
 DD1223.by the Center for Operational Oceanographic Products and Services.
 DD1223
 DD1223.The geoid height was determined by GEOID03.
 DD1223
 DD1223.The dynamic height is computed by dividing the NAVD 88
 DD1223.geopotential number by the normal gravity value computed on the
 DD1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1223.degrees latitude (g = 980.6199 gals.).
 DD1223
 DD1223.The modeled gravity was interpolated from observed gravity values.
 DD1223
 DD1223;                    North         East    Units  Estimated Accuracy
 DD1223;SPC SC       -   138,690.      716,360.      MT  (+/- 180 meters Scaled)
 DD1223
 DD1223                          SUPERSEDED SURVEY CONTROL
 DD1223
 DD1223  NGVD 29 (03/21/89)    6.023  (m)           19.76   (f) ADJUSTED    1 2
 DD1223
 DD1223.Superseded values are not recommended for survey control.
 DD1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1223.See file dsdata.txt to determine how the superseded data were derived.
 DD1223
 DD1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS067605(NAD 83)
 DD1223_MARKER: DJ = TIDAL STATION DISK
 DD1223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1223_SP_SET: COPPER-CLAD STEEL ROD
 DD1223_STAMPING: 3665 C 1976
 DD1223_MARK LOGO: NOS   
 DD1223_PROJECTION: FLUSH
 DD1223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1223+STABILITY: POSITION/ELEVATION WELL
 DD1223_ROD/PIPE-DEPTH: 3.66 meters
 DD1223
 DD1223  HISTORY     - Date     Condition        Report By
 DD1223  HISTORY     - 1976     MONUMENTED       NOS
 DD1223  HISTORY     - 1984     GOOD             SCGS
 DD1223
 DD1223                          STATION DESCRIPTION
 DD1223
 DD1223'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1223'5.3 KM (3.3 MI) SW FROM HUGER.
 DD1223'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1223'OFFICE IN HUGER TO THE INTERSECTION OF STATE HIGHWAY 402, CONTINUE
 DD1223'10.3 KILOMETERS (6.4 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 402,
 DD1223'THENCE 5.05 KILOMETERS (3.15 MILES) SOUTHEAST ALONG THE ENTRANCE ROAD
 DD1223'TO THE RICHMOND PLANTATION GIRL SCOUT CAMP TO A BRICK GATE AND THE
 DD1223'CARETAKERS HOUSE, CONTINUE 0.4 KILOMETER (0.25 MILE) SOUTHEAST ALONG A
 DD1223'SAND ROAD THAT LEADS TO THE LARGE BRICK HOUSE, SET NEAR A TWIN TRUNK
 DD1223'HOLLY TREE THAT IS SOUTHEAST OF THE HOUSE, 5.09 METERS (16.7 FEET)
 DD1223'SOUTH-SOUTHEAST OF A 24-INCH PINE TREE, 7.68 METERS (25.2 FEET)
 DD1223'NORTH-NORTHEAST OF A 28-INCH PINE TREE, 5.79 METERS (19.0 FEET) WEST
 DD1223'OF A 24-INCH SWEET GUM TREE WITH A SIX ON IT, 4.45 METERS (14.6 FEET)
 DD1223'NORTH OF A TWIN TRUNK HOLLY TREE, 79.25 METERS (260.0 FEET)
 DD1223'NORTH-NORTHWEST OF 866 3665 B TIDAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1222 ***********************************************************************
 DD1222  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1222  DESIGNATION -  866 3665 D TIDAL
 DD1222  PID         -  DD1222
 DD1222  STATE/COUNTY-  SC/BERKELEY
 DD1222  USGS QUAD   -  HUGER (1971)
 DD1222
 DD1222                         *CURRENT SURVEY CONTROL
 DD1222  ___________________________________________________________________
 DD1222* NAD 83(1986)-  33 04 45.     (N)    079 51 25.     (W)     SCALED    
 DD1222* NAVD 88     -         9.090  (meters)      29.82   (feet)  ADJUSTED  
 DD1222  ___________________________________________________________________
 DD1222  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD1222  DYNAMIC HT  -           9.080 (meters)      29.79  (feet)  COMP
 DD1222  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 DD1222
 DD1222  VERT ORDER  -  FIRST     CLASS II
 DD1222
 DD1222.The horizontal coordinates were scaled from a topographic map and have
 DD1222.an estimated accuracy of +/- 6 seconds.
 DD1222
 DD1222.The orthometric height was determined by differential leveling
 DD1222.and adjusted by the National Geodetic Survey in June 1991..
 DD1222
 DD1222.This Tidal Bench Mark is designated as VM 4011
 DD1222.by the Center for Operational Oceanographic Products and Services.
 DD1222
 DD1222.The geoid height was determined by GEOID03.
 DD1222
 DD1222.The dynamic height is computed by dividing the NAVD 88
 DD1222.geopotential number by the normal gravity value computed on the
 DD1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1222.degrees latitude (g = 980.6199 gals.).
 DD1222
 DD1222.The modeled gravity was interpolated from observed gravity values.
 DD1222
 DD1222;                    North         East    Units  Estimated Accuracy
 DD1222;SPC SC       -   138,750.      716,310.      MT  (+/- 180 meters Scaled)
 DD1222
 DD1222                          SUPERSEDED SURVEY CONTROL
 DD1222
 DD1222  NGVD 29 (03/21/89)    9.391  (m)           30.81   (f) ADJUSTED    1 2
 DD1222
 DD1222.Superseded values are not recommended for survey control.
 DD1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1222.See file dsdata.txt to determine how the superseded data were derived.
 DD1222
 DD1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS066606(NAD 83)
 DD1222_MARKER: DJ = TIDAL STATION DISK
 DD1222_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1222_SP_SET: COPPER-CLAD STEEL ROD
 DD1222_STAMPING: 3665 D 1976
 DD1222_MARK LOGO: NOS   
 DD1222_PROJECTION: FLUSH
 DD1222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1222+STABILITY: POSITION/ELEVATION WELL
 DD1222_ROD/PIPE-DEPTH: 5.49 meters
 DD1222
 DD1222  HISTORY     - Date     Condition        Report By
 DD1222  HISTORY     - 1976     MONUMENTED       NOS
 DD1222  HISTORY     - 1984     GOOD             SCGS
 DD1222
 DD1222                          STATION DESCRIPTION
 DD1222
 DD1222'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1222'5.3 KM (3.3 MI) SW FROM HUGER.
 DD1222'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1222'OFFICE IN HUGER TO THE JUNCTION OF STATE HIGHWAY 402, CONTINUE 10.3
 DD1222'KILOMETERS (6.4 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 402, THENCE
 DD1222'5.05 KILOMETERS (3.15 MILES) SOUTHEAST ALONG THE ENTRANCE ROAD TO THE
 DD1222'RICHMOND PLANTATION GIRL SCOUT CAMP TO A BRICK GATE AND THE CARETAKERS
 DD1222'HOUSE, CONTINUE 0.3 KILOMETER (0.2 MILE) SOUTHEAST ALONG THE SAND ROAD
 DD1222'TO A Y-INTERSECTION, SET NEAR AN OLD IRON STREET LIGHT ON THE SIDE OF
 DD1222'A LARGE BRICK HOUSE, 48.46 METERS (159.0 FEET) NORTH-NORTHEAST OF THE
 DD1222'NORTH CORNER OF THE BRICK HOUSE, 7.38 METERS (24.2 FEET)
 DD1222'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A SAND ROAD LEADING TO
 DD1222'SOME CABINS, 7.92 METERS (26.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 DD1222'CENTER OF THE SAND ROAD LEADING TO THE DOCK, 14.94 METERS (49.0 FEET)
 DD1222'EAST-SOUTHEAST OF A LONE MAGNOLIA TREE, 4.27 METERS (14.0 FEET)
 DD1222'EAST-SOUTHEAST OF THE STREET LIGHT.
 DD1222'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1221 ***********************************************************************
 DD1221  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1221  DESIGNATION -  866 3665 E TIDAL
 DD1221  PID         -  DD1221
 DD1221  STATE/COUNTY-  SC/BERKELEY
 DD1221  USGS QUAD   -  HUGER (1971)
 DD1221
 DD1221                         *CURRENT SURVEY CONTROL
 DD1221  ___________________________________________________________________
 DD1221* NAD 83(1986)-  33 04 47.     (N)    079 51 27.     (W)     SCALED    
 DD1221* NAVD 88     -         8.337  (meters)      27.35   (feet)  ADJUSTED  
 DD1221  ___________________________________________________________________
 DD1221  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DD1221  DYNAMIC HT  -           8.328 (meters)      27.32  (feet)  COMP
 DD1221  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 DD1221
 DD1221  VERT ORDER  -  FIRST     CLASS II
 DD1221
 DD1221.The horizontal coordinates were scaled from a topographic map and have
 DD1221.an estimated accuracy of +/- 6 seconds.
 DD1221
 DD1221.The orthometric height was determined by differential leveling
 DD1221.and adjusted by the National Geodetic Survey in June 1991..
 DD1221
 DD1221.This Tidal Bench Mark is designated as VM 4012
 DD1221.by the Center for Operational Oceanographic Products and Services.
 DD1221
 DD1221.The geoid height was determined by GEOID03.
 DD1221
 DD1221.The dynamic height is computed by dividing the NAVD 88
 DD1221.geopotential number by the normal gravity value computed on the
 DD1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1221.degrees latitude (g = 980.6199 gals.).
 DD1221
 DD1221.The modeled gravity was interpolated from observed gravity values.
 DD1221
 DD1221;                    North         East    Units  Estimated Accuracy
 DD1221;SPC SC       -   138,810.      716,260.      MT  (+/- 180 meters Scaled)
 DD1221
 DD1221                          SUPERSEDED SURVEY CONTROL
 DD1221
 DD1221  NGVD 29 (03/21/89)    8.638  (m)           28.34   (f) ADJUSTED    1 2
 DD1221
 DD1221.Superseded values are not recommended for survey control.
 DD1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1221.See file dsdata.txt to determine how the superseded data were derived.
 DD1221
 DD1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS066607(NAD 83)
 DD1221_MARKER: DJ = TIDAL STATION DISK
 DD1221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DD1221_SP_SET: SHALLOW-SET PIPE
 DD1221_STAMPING: 3665 E 1976
 DD1221_MARK LOGO: NOS   
 DD1221_PROJECTION: FLUSH
 DD1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1221_ROD/PIPE-DEPTH: 1.22 meters
 DD1221
 DD1221  HISTORY     - Date     Condition        Report By
 DD1221  HISTORY     - 1976     MONUMENTED       NOS
 DD1221  HISTORY     - 1984     GOOD             SCGS
 DD1221
 DD1221                          STATION DESCRIPTION
 DD1221
 DD1221'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1221'5.3 KM (3.3 MI) SW FROM HUGER.
 DD1221'0.5 KILOMETER (0.3 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1221'OFFICE IN HUGER TO THE INTERSECTION OF STATE HIGHWAY 402, CONTINUE
 DD1221'10.3 KILOMETERS (6.4 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 402,
 DD1221'THENCE 5.05 KILOMETERS (3.15 MILE) SOUTHEAST ALONG THE ENTRANCE ROAD
 DD1221'TO THE RICHMOND PLANTATION GIRL SCOUT CAMP TO A BRICK GATE AND THE
 DD1221'CARETAKERS HOUSE, CONTINUE 0.3 KILOMETER (0.2 MILE) SOUTHEAST ALONG
 DD1221'THE SAND ROAD TO A Y-INTERSECTION, SET NEAR THE SOUTH WALL OF A BRICK
 DD1221'FENCE SURROUNDING A GARDEN, 1.52 METERS (5.0 FEET) SOUTHWEST OF THE
 DD1221'SOUTHEAST CORNER OF THE BRICK FENCE OF THE GARDEN, 6.55 METERS (21.5
 DD1221'FEET) NORTH-NORTHEAST OF A 80-INCH OAK TREE, 29.57 METERS (97.0 FEET)
 DD1221'WEST-SOUTHWEST OF THE MAIN SAND DRIVE, 0.64 METER (2.1 FEET)
 DD1221'SOUTH-SOUTHEAST OF THE GARDEN WALL.
 DD1221'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1229 ***********************************************************************
 DD1229  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1229  DESIGNATION -  866 3731 A TIDAL
 DD1229  PID         -  DD1229
 DD1229  STATE/COUNTY-  SC/BERKELEY
 DD1229  USGS QUAD   -  KITTREDGE (1979)
 DD1229
 DD1229                         *CURRENT SURVEY CONTROL
 DD1229  ___________________________________________________________________
 DD1229* NAD 83(1986)-  33 04 19.     (N)    079 53 01.     (W)     SCALED    
 DD1229* NAVD 88     -         2.279  (meters)       7.48   (feet)  ADJUSTED  
 DD1229  ___________________________________________________________________
 DD1229  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DD1229  DYNAMIC HT  -           2.276 (meters)       7.47  (feet)  COMP
 DD1229  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 DD1229
 DD1229  VERT ORDER  -  FIRST     CLASS II
 DD1229
 DD1229.The horizontal coordinates were scaled from a topographic map and have
 DD1229.an estimated accuracy of +/- 6 seconds.
 DD1229
 DD1229.The orthometric height was determined by differential leveling
 DD1229.and adjusted by the National Geodetic Survey in June 1991..
 DD1229
 DD1229.This Tidal Bench Mark is designated as VM 4013
 DD1229.by the Center for Operational Oceanographic Products and Services.
 DD1229
 DD1229.The geoid height was determined by GEOID03.
 DD1229
 DD1229.The dynamic height is computed by dividing the NAVD 88
 DD1229.geopotential number by the normal gravity value computed on the
 DD1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1229.degrees latitude (g = 980.6199 gals.).
 DD1229
 DD1229.The modeled gravity was interpolated from observed gravity values.
 DD1229
 DD1229;                    North         East    Units  Estimated Accuracy
 DD1229;SPC SC       -   137,920.      713,830.      MT  (+/- 180 meters Scaled)
 DD1229
 DD1229                          SUPERSEDED SURVEY CONTROL
 DD1229
 DD1229  NGVD 29 (03/21/89)    2.579  (m)            8.46   (f) ADJUSTED    1 2
 DD1229
 DD1229.Superseded values are not recommended for survey control.
 DD1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1229.See file dsdata.txt to determine how the superseded data were derived.
 DD1229
 DD1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS042598(NAD 83)
 DD1229_MARKER: DJ = TIDAL STATION DISK
 DD1229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1229_SP_SET: STAINLESS STEEL ROD
 DD1229_STAMPING: 3731 A 1982
 DD1229_MARK LOGO: NOS   
 DD1229_PROJECTION: FLUSH
 DD1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1229+STABILITY: POSITION/ELEVATION WELL
 DD1229_ROD/PIPE-DEPTH: 8.53 meters
 DD1229
 DD1229  HISTORY     - Date     Condition        Report By
 DD1229  HISTORY     - 1982     MONUMENTED       NOS
 DD1229  HISTORY     - 1984     GOOD             SCGS
 DD1229
 DD1229                          STATION DESCRIPTION
 DD1229
 DD1229'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1229'7.2 KM (4.5 MI) SOUTH FROM CORDESVILLE.
 DD1229'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1229'POST OFFICE IN CORDESVILLE, THENCE 0.25 KILOMETER (0.15 MILE)
 DD1229'SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE BONNEAU FERRY
 DD1229'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) SOUTHWEST ALONG THE
 DD1229'SAND ROAD TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE
 DD1229'0.55 KILOMETER (0.35 MILE) LEFT ALONG A SAND DRIVE TO A ONE-STORY
 DD1229'BRICK HOUSE, SET NEAR THE BOAT RAMP JUST SOUTH-SOUTHEAST OF THE BRICK
 DD1229'HOUSE APPROXIMATELY 1000 FEET, 33.83 METERS (111.0 FEET)
 DD1229'EAST-NORTHEAST OF A 90-INCH OAK TREE THAT IS BETWEEN TWO 48-INCH OAK
 DD1229'TREES, 7.89 METERS (25.9 FEET) NORTH OF THE APPROXIMATE CENTER OF THE
 DD1229'BOAT RAMP, 2.93 METERS (9.6 FEET) SOUTH-SOUTHWEST OF A LONE 48-INCH
 DD1229'OAK TREE.
 DD1229'THE MARK IS 0.30 METERS  WSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1230 ***********************************************************************
 DD1230  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1230  DESIGNATION -  866 3731 B TIDAL
 DD1230  PID         -  DD1230
 DD1230  STATE/COUNTY-  SC/BERKELEY
 DD1230  USGS QUAD   -  KITTREDGE (1979)
 DD1230
 DD1230                         *CURRENT SURVEY CONTROL
 DD1230  ___________________________________________________________________
 DD1230* NAD 83(1986)-  33 04 19.     (N)    079 53 01.     (W)     SCALED    
 DD1230* NAVD 88     -         1.938  (meters)       6.36   (feet)  ADJUSTED  
 DD1230  ___________________________________________________________________
 DD1230  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DD1230  DYNAMIC HT  -           1.936 (meters)       6.35  (feet)  COMP
 DD1230  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 DD1230
 DD1230  VERT ORDER  -  FIRST     CLASS II
 DD1230
 DD1230.The horizontal coordinates were scaled from a topographic map and have
 DD1230.an estimated accuracy of +/- 6 seconds.
 DD1230
 DD1230.The orthometric height was determined by differential leveling
 DD1230.and adjusted by the National Geodetic Survey in June 1991..
 DD1230
 DD1230.This Tidal Bench Mark is designated as VM 4014
 DD1230.by the Center for Operational Oceanographic Products and Services.
 DD1230
 DD1230.The geoid height was determined by GEOID03.
 DD1230
 DD1230.The dynamic height is computed by dividing the NAVD 88
 DD1230.geopotential number by the normal gravity value computed on the
 DD1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1230.degrees latitude (g = 980.6199 gals.).
 DD1230
 DD1230.The modeled gravity was interpolated from observed gravity values.
 DD1230
 DD1230;                    North         East    Units  Estimated Accuracy
 DD1230;SPC SC       -   137,920.      713,830.      MT  (+/- 180 meters Scaled)
 DD1230
 DD1230                          SUPERSEDED SURVEY CONTROL
 DD1230
 DD1230  NGVD 29 (03/21/89)    2.239  (m)            7.35   (f) ADJUSTED    1 2
 DD1230
 DD1230.Superseded values are not recommended for survey control.
 DD1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1230.See file dsdata.txt to determine how the superseded data were derived.
 DD1230
 DD1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS042598(NAD 83)
 DD1230_MARKER: DJ = TIDAL STATION DISK
 DD1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1230_SP_SET: CONCRETE POST
 DD1230_STAMPING: 3731 B 1982
 DD1230_MARK LOGO: NOS   
 DD1230_PROJECTION: FLUSH
 DD1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1230
 DD1230  HISTORY     - Date     Condition        Report By
 DD1230  HISTORY     - 1982     MONUMENTED       NOS
 DD1230  HISTORY     - 1984     GOOD             SCGS
 DD1230
 DD1230                          STATION DESCRIPTION
 DD1230
 DD1230'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1230'7.2 KM (4.5 MI) SOUTH FROM CORDESVILLE.
 DD1230'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1230'POST OFFICE IN CORDESVILLE, THENCE 0.25 KILOMETER (0.15 MILE)
 DD1230'SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE BONNEAU FERRY
 DD1230'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) SOUTHWEST ALONG THE
 DD1230'SAND ROAD TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE
 DD1230'0.55 KILOMETER (0.35 MILE) LEFT ALONG A SAND DRIVE TO A ONE-STORY
 DD1230'BRICK HOUSE, SET NEAR A 100-INCH OAK TREE SOUTHEAST OF THE HOUSE,
 DD1230'59.59 METERS (195.5 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DD1230'THE HOUSE, 9.11 METERS (29.9 FEET) EAST-SOUTHEAST OF THE 100-INCH OAK
 DD1230'TREE, 6.58 METERS (21.6 FEET) NORTHEAST OF A 10-INCH MAGNOLIA TREE,
 DD1230'5.36 METERS (17.6 FEET) SOUTH-SOUTHWEST OF A TWIN TRUNK MAGNOLIA TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1231 ***********************************************************************
 DD1231  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1231  DESIGNATION -  866 3731 C TIDAL
 DD1231  PID         -  DD1231
 DD1231  STATE/COUNTY-  SC/BERKELEY
 DD1231  USGS QUAD   -  KITTREDGE (1979)
 DD1231
 DD1231                         *CURRENT SURVEY CONTROL
 DD1231  ___________________________________________________________________
 DD1231* NAD 83(1986)-  33 04 19.     (N)    079 53 01.     (W)     SCALED    
 DD1231* NAVD 88     -         1.915  (meters)       6.28   (feet)  ADJUSTED  
 DD1231  ___________________________________________________________________
 DD1231  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DD1231  DYNAMIC HT  -           1.913 (meters)       6.28  (feet)  COMP
 DD1231  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 DD1231
 DD1231  VERT ORDER  -  FIRST     CLASS II
 DD1231
 DD1231.The horizontal coordinates were scaled from a topographic map and have
 DD1231.an estimated accuracy of +/- 6 seconds.
 DD1231
 DD1231.The orthometric height was determined by differential leveling
 DD1231.and adjusted by the National Geodetic Survey in June 1991..
 DD1231
 DD1231.This Tidal Bench Mark is designated as VM 4015
 DD1231.by the Center for Operational Oceanographic Products and Services.
 DD1231
 DD1231.The geoid height was determined by GEOID03.
 DD1231
 DD1231.The dynamic height is computed by dividing the NAVD 88
 DD1231.geopotential number by the normal gravity value computed on the
 DD1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1231.degrees latitude (g = 980.6199 gals.).
 DD1231
 DD1231.The modeled gravity was interpolated from observed gravity values.
 DD1231
 DD1231;                    North         East    Units  Estimated Accuracy
 DD1231;SPC SC       -   137,920.      713,830.      MT  (+/- 180 meters Scaled)
 DD1231
 DD1231                          SUPERSEDED SURVEY CONTROL
 DD1231
 DD1231  NGVD 29 (03/21/89)    2.216  (m)            7.27   (f) ADJUSTED    1 2
 DD1231
 DD1231.Superseded values are not recommended for survey control.
 DD1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1231.See file dsdata.txt to determine how the superseded data were derived.
 DD1231
 DD1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS042598(NAD 83)
 DD1231_MARKER: DJ = TIDAL STATION DISK
 DD1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1231_SP_SET: CONCRETE POST
 DD1231_STAMPING: 3731 C 1982
 DD1231_MARK LOGO: NOS   
 DD1231_PROJECTION: FLUSH
 DD1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1231
 DD1231  HISTORY     - Date     Condition        Report By
 DD1231  HISTORY     - 1982     MONUMENTED       NOS
 DD1231  HISTORY     - 1984     GOOD             SCGS
 DD1231
 DD1231                          STATION DESCRIPTION
 DD1231
 DD1231'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1231'7.2 KM (4.5 MI) SOUTH FROM CORDESVILLE.
 DD1231'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1231'POST OFFICE IN CORDESVILLE, THENCE 0.25 KILOMETER (0.15 MILE)
 DD1231'SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE BONNEAU FERRY
 DD1231'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) ALONG THE SAND ROAD
 DD1231'TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE 0.55
 DD1231'KILOMETER (0.35 MILE) LEFT ALONG A SAND DRIVE TO A ONE-STORY BRICK
 DD1231'HOUSE, SET NEAR A 24-INCH PINE TREE NORTHEAST OF THE BRICK HOUSE,
 DD1231'4.54 METERS (14.9 FEET) SOUTHEAST OF THE 24-INCH PINE TREE,
 DD1231'6.71 METERS (22.0 FEET) SOUTHWEST OF THE APPROXIMATE EDGE OF A
 DD1231'DRAINAGE CREEK, 43.25 METERS (141.9 FEET) NORTHEAST OF THE NORTHEAST
 DD1231'CORNER OF THE HOUSE, 92.51 METERS (303.5 FEET) NORTH-NORTHWEST OF 866
 DD1231'3731 B TIDAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1227 ***********************************************************************
 DD1227  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1227  DESIGNATION -  866 3731 D TIDAL
 DD1227  PID         -  DD1227
 DD1227  STATE/COUNTY-  SC/BERKELEY
 DD1227  USGS QUAD   -  KITTREDGE (1979)
 DD1227
 DD1227                         *CURRENT SURVEY CONTROL
 DD1227  ___________________________________________________________________
 DD1227* NAD 83(1986)-  33 04 19.     (N)    079 53 01.     (W)     SCALED    
 DD1227* NAVD 88     -         2.002  (meters)       6.57   (feet)  ADJUSTED  
 DD1227  ___________________________________________________________________
 DD1227  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DD1227  DYNAMIC HT  -           2.000 (meters)       6.56  (feet)  COMP
 DD1227  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 DD1227
 DD1227  VERT ORDER  -  FIRST     CLASS II
 DD1227
 DD1227.The horizontal coordinates were scaled from a topographic map and have
 DD1227.an estimated accuracy of +/- 6 seconds.
 DD1227
 DD1227.The orthometric height was determined by differential leveling
 DD1227.and adjusted by the National Geodetic Survey in June 1991..
 DD1227
 DD1227.This Tidal Bench Mark is designated as VM 4016
 DD1227.by the Center for Operational Oceanographic Products and Services.
 DD1227
 DD1227.The geoid height was determined by GEOID03.
 DD1227
 DD1227.The dynamic height is computed by dividing the NAVD 88
 DD1227.geopotential number by the normal gravity value computed on the
 DD1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1227.degrees latitude (g = 980.6199 gals.).
 DD1227
 DD1227.The modeled gravity was interpolated from observed gravity values.
 DD1227
 DD1227;                    North         East    Units  Estimated Accuracy
 DD1227;SPC SC       -   137,920.      713,830.      MT  (+/- 180 meters Scaled)
 DD1227
 DD1227                          SUPERSEDED SURVEY CONTROL
 DD1227
 DD1227  NGVD 29 (03/21/89)    2.303  (m)            7.56   (f) ADJUSTED    1 2
 DD1227
 DD1227.Superseded values are not recommended for survey control.
 DD1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1227.See file dsdata.txt to determine how the superseded data were derived.
 DD1227
 DD1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS042598(NAD 83)
 DD1227_MARKER: DJ = TIDAL STATION DISK
 DD1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1227_SP_SET: CONCRETE POST
 DD1227_STAMPING: 3731 D 1982
 DD1227_MARK LOGO: NOS   
 DD1227_PROJECTION: FLUSH
 DD1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1227
 DD1227  HISTORY     - Date     Condition        Report By
 DD1227  HISTORY     - 1982     MONUMENTED       NOS
 DD1227  HISTORY     - 1984     GOOD             SCGS
 DD1227
 DD1227                          STATION DESCRIPTION
 DD1227
 DD1227'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1227'7.2 KM (4.5 MI) SOUTH FROM CORDESVILLE.
 DD1227'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1227'POST OFFICE IN CORDESVILLE, THENCE 0.25 KILOMETER (0.15 MILE)
 DD1227'SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO BONNEAU FERRY
 DD1227'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) ALONG THE SAND ROAD
 DD1227'TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE 0.55
 DD1227'KILOMETER (0.35 MILE) LEFT ALONG A SAND DRIVE TO A ONE-STORY BRICK
 DD1227'HOUSE, SET NEAR A POWER POLE AT A VEE IN THE DRIVE, 70.77 METERS
 DD1227'(232.2 FEET) WEST-SOUTHWEST OF 866 3731 C TIDAL, 1.71 METERS (5.6
 DD1227'FEET) NORTHEAST OF THE POWER POLE WITH TRANSFORMER ATTACHED,
 DD1227'11.03 METERS (36.2 FEET) NORTH OF A 24-INCH CEDAR TREE IN THE VEE OF
 DD1227'THE DRIVE, 46.63 METERS (153.0 FEET) NORTHWEST OF THE NORTHWEST CORNER
 DD1227'OF THE HOUSE.
 DD1227'THE MARK IS 1.50 METERS  ENE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1228 ***********************************************************************
 DD1228  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1228  DESIGNATION -  866 3731 E TIDAL
 DD1228  PID         -  DD1228
 DD1228  STATE/COUNTY-  SC/BERKELEY
 DD1228  USGS QUAD   -  KITTREDGE (1979)
 DD1228
 DD1228                         *CURRENT SURVEY CONTROL
 DD1228  ___________________________________________________________________
 DD1228* NAD 83(1986)-  33 04 19.     (N)    079 53 01.     (W)     SCALED    
 DD1228* NAVD 88     -         1.206  (meters)       3.96   (feet)  ADJUSTED  
 DD1228  ___________________________________________________________________
 DD1228  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DD1228  DYNAMIC HT  -           1.204 (meters)       3.95  (feet)  COMP
 DD1228  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 DD1228
 DD1228  VERT ORDER  -  FIRST     CLASS II
 DD1228
 DD1228.The horizontal coordinates were scaled from a topographic map and have
 DD1228.an estimated accuracy of +/- 6 seconds.
 DD1228
 DD1228.The orthometric height was determined by differential leveling
 DD1228.and adjusted by the National Geodetic Survey in June 1991..
 DD1228
 DD1228.This Tidal Bench Mark is designated as VM 4017
 DD1228.by the Center for Operational Oceanographic Products and Services.
 DD1228
 DD1228.The geoid height was determined by GEOID03.
 DD1228
 DD1228.The dynamic height is computed by dividing the NAVD 88
 DD1228.geopotential number by the normal gravity value computed on the
 DD1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1228.degrees latitude (g = 980.6199 gals.).
 DD1228
 DD1228.The modeled gravity was interpolated from observed gravity values.
 DD1228
 DD1228;                    North         East    Units  Estimated Accuracy
 DD1228;SPC SC       -   137,920.      713,830.      MT  (+/- 180 meters Scaled)
 DD1228
 DD1228                          SUPERSEDED SURVEY CONTROL
 DD1228
 DD1228  NGVD 29 (03/21/89)    1.506  (m)            4.94   (f) ADJUSTED    1 2
 DD1228
 DD1228.Superseded values are not recommended for survey control.
 DD1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1228.See file dsdata.txt to determine how the superseded data were derived.
 DD1228
 DD1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS042598(NAD 83)
 DD1228_MARKER: DJ = TIDAL STATION DISK
 DD1228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DD1228_SP_SET: STAINLESS STEEL ROD
 DD1228_STAMPING: 3731 E 1982
 DD1228_MARK LOGO: NOS   
 DD1228_PROJECTION: FLUSH
 DD1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1228+STABILITY: POSITION/ELEVATION WELL
 DD1228_ROD/PIPE-DEPTH: 9.75 meters
 DD1228
 DD1228  HISTORY     - Date     Condition        Report By
 DD1228  HISTORY     - 1982     MONUMENTED       NOS
 DD1228  HISTORY     - 1984     GOOD             SCGS
 DD1228
 DD1228                          STATION DESCRIPTION
 DD1228
 DD1228'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 DD1228'7.2 KM (4.5 MI) SOUTH FROM CORDESVILLE.
 DD1228'1.7 KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 402 FROM THE
 DD1228'POST OFFICE IN CORDESVILLE, THENCE 0.25 KILOMETER (0.15 MILE)
 DD1228'SOUTHWEST ALONG A SAND ROAD TO A GATE (ENTRANCE TO THE BONNEAU FERRY
 DD1228'PLANTATION), CONTINUE 5.9 KILOMETERS (3.65 MILES) SOUTHWEST ALONG THE
 DD1228'SAND ROAD TO A Y-INTERSECTION AND SOME SMALL WOODEN COTTAGES, THENCE
 DD1228'0.55 KILOMETER (0.35 MILE) LEFT ALONG A SAND DRIVE TO A ONE-STORY
 DD1228'BRICK HOUSE, SET BETWEEN TWO 24-INCH OAK TREES AT THE EDGE OF THE
 DD1228'MARSH IN FRONT OF THE HOUSE, 32.16 METERS (105.5 FEET) WEST-SOUTHWEST
 DD1228'OF THE SOUTHWEST CORNER OF THE HOUSE, 66.29 METERS (217.5 FEET)
 DD1228'SOUTH-SOUTHEAST OF 866 3731 D TIDAL, 4.27 METERS (14.0 FEET)
 DD1228'NORTH-NORTHWEST OF THE SOUTHERN MOST OAK TREE, 5.49 METERS (18.0 FEET)
 DD1228'SOUTH OF THE NORTHERN MOST OAK TREE, 5.18 METERS (17.0 FEET) WEST OF
 DD1228'THE APPROXIMATE CENTER OF A ROAD LEADING TO A BOAT RAMP.
 DD1228'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1313 ***********************************************************************
 DD1313  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1313  DESIGNATION -  866 3757 B TIDAL
 DD1313  PID         -  DD1313
 DD1313  STATE/COUNTY-  SC/BERKELEY
 DD1313  USGS QUAD   -  KITTREDGE (1979)
 DD1313
 DD1313                         *CURRENT SURVEY CONTROL
 DD1313  ___________________________________________________________________
 DD1313* NAD 83(1986)-  33 03 30.     (N)    079 56 10.     (W)     SCALED    
 DD1313* NAVD 88     -         3.134  (meters)      10.28   (feet)  ADJUSTED  
 DD1313  ___________________________________________________________________
 DD1313  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1313  DYNAMIC HT  -           3.131 (meters)      10.27  (feet)  COMP
 DD1313  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 DD1313
 DD1313  VERT ORDER  -  FIRST     CLASS II
 DD1313
 DD1313.The horizontal coordinates were scaled from a topographic map and have
 DD1313.an estimated accuracy of +/- 6 seconds.
 DD1313
 DD1313.The orthometric height was determined by differential leveling
 DD1313.and adjusted by the National Geodetic Survey in June 1991..
 DD1313
 DD1313.This Tidal Bench Mark is designated as VM 4018
 DD1313.by the Center for Operational Oceanographic Products and Services.
 DD1313
 DD1313.The geoid height was determined by GEOID03.
 DD1313
 DD1313.The dynamic height is computed by dividing the NAVD 88
 DD1313.geopotential number by the normal gravity value computed on the
 DD1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1313.degrees latitude (g = 980.6199 gals.).
 DD1313
 DD1313.The modeled gravity was interpolated from observed gravity values.
 DD1313
 DD1313;                    North         East    Units  Estimated Accuracy
 DD1313;SPC SC       -   136,360.      708,940.      MT  (+/- 180 meters Scaled)
 DD1313
 DD1313                          SUPERSEDED SURVEY CONTROL
 DD1313
 DD1313  NGVD 29 (03/21/89)    3.438  (m)           11.28   (f) ADJUSTED    1 2
 DD1313
 DD1313.Superseded values are not recommended for survey control.
 DD1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1313.See file dsdata.txt to determine how the superseded data were derived.
 DD1313
 DD1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS993582(NAD 83)
 DD1313_MARKER: DJ = TIDAL STATION DISK
 DD1313_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1313_SP_SET: COPPER-CLAD STEEL ROD
 DD1313_STAMPING: 3757 B 1976
 DD1313_MARK LOGO: NOS   
 DD1313_PROJECTION: FLUSH
 DD1313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1313+STABILITY: POSITION/ELEVATION WELL
 DD1313_ROD/PIPE-DEPTH: 9.75 meters
 DD1313
 DD1313  HISTORY     - Date     Condition        Report By
 DD1313  HISTORY     - 1976     MONUMENTED       NOS
 DD1313  HISTORY     - 1985     GOOD             SCGS
 DD1313
 DD1313                          STATION DESCRIPTION
 DD1313
 DD1313'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1313'10.5 KM (6.5 MI) SW FROM CORDESVILLE.
 DD1313'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1313'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1313'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE
 DD1313'0.25 KILOMETER (0.15 MILE) EAST ALONG COUNTY ROAD S-8-9 TO A
 DD1313'Y-INTERSECTION (ENTRANCE ROAD TO DUPONT, DEAN HALL), NOTE--MUST OBTAIN
 DD1313'PERMISSION FROM HARMON I. SHADE AT MAIN OFFICE, CONTINUE ALONG TRUCK
 DD1313'ENTRANCE ROAD FOR 0.9 KILOMETER (0.55 MILE) TO GUARD GATE, CONTINUE
 DD1313'0.6 KILOMETER (0.4 MILE) NORTHEASTERLY ALONG A PAVED ROAD, THENCE 0.2
 DD1313'KILOMETER (0.1 MILE) NORTHEAST ALONG A PAVED ROAD, THENCE 0.25
 DD1313'KILOMETER (0.15 MILE) EASTERLY ALONG A PAVED ROAD LEADING TO SOME
 DD1313'STORAGE TANKS, PARK ON THE EAST SIDE OF STORAGE TANK NUMBER 2
 DD1313'(PROCESSING TANK), SET NEAR A BLAZED 10-INCH PINE TREE NORTHEAST OF
 DD1313'STORM EMERGENCY TANK NUMBER 1, 20.0 METERS (65.62 FEET) EAST OF A
 DD1313'VALVE ON THE NORTH SIDE OF STORM EMERGENCY TANK NUMBER 1, 8.1 METERS
 DD1313'(26.57 FEET) SOUTHEAST OF A LARGE VALVE ON THE SOUTH SIDE OF A LARGE
 DD1313'PIPE, 9.3 METERS (30.51 FEET) EAST-SOUTHEAST OF A LARGE PIPE LEADING
 DD1313'NORTH AND SOUTH, 3.36 METERS (11.02 FEET) WEST OF THE BLAZED 10-INCH
 DD1313'PINE TREE.
 DD1313'THE MARK IS 0.82 METERS  WNW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1314 ***********************************************************************
 DD1314  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1314  DESIGNATION -  866 3757 C TIDAL
 DD1314  PID         -  DD1314
 DD1314  STATE/COUNTY-  SC/BERKELEY
 DD1314  USGS QUAD   -  KITTREDGE (1979)
 DD1314
 DD1314                         *CURRENT SURVEY CONTROL
 DD1314  ___________________________________________________________________
 DD1314* NAD 83(1986)-  33 03 29.     (N)    079 56 09.     (W)     SCALED    
 DD1314* NAVD 88     -         2.861  (meters)       9.39   (feet)  ADJUSTED  
 DD1314  ___________________________________________________________________
 DD1314  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1314  DYNAMIC HT  -           2.858 (meters)       9.38  (feet)  COMP
 DD1314  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 DD1314
 DD1314  VERT ORDER  -  FIRST     CLASS II
 DD1314
 DD1314.The horizontal coordinates were scaled from a topographic map and have
 DD1314.an estimated accuracy of +/- 6 seconds.
 DD1314
 DD1314.The orthometric height was determined by differential leveling
 DD1314.and adjusted by the National Geodetic Survey in June 1991..
 DD1314
 DD1314.This Tidal Bench Mark is designated as VM 4019
 DD1314.by the Center for Operational Oceanographic Products and Services.
 DD1314
 DD1314.The geoid height was determined by GEOID03.
 DD1314
 DD1314.The dynamic height is computed by dividing the NAVD 88
 DD1314.geopotential number by the normal gravity value computed on the
 DD1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1314.degrees latitude (g = 980.6199 gals.).
 DD1314
 DD1314.The modeled gravity was interpolated from observed gravity values.
 DD1314
 DD1314;                    North         East    Units  Estimated Accuracy
 DD1314;SPC SC       -   136,330.      708,970.      MT  (+/- 180 meters Scaled)
 DD1314
 DD1314                          SUPERSEDED SURVEY CONTROL
 DD1314
 DD1314  NGVD 29 (03/21/89)    3.165  (m)           10.38   (f) ADJUSTED    1 2
 DD1314
 DD1314.Superseded values are not recommended for survey control.
 DD1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1314.See file dsdata.txt to determine how the superseded data were derived.
 DD1314
 DD1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS993582(NAD 83)
 DD1314_MARKER: DJ = TIDAL STATION DISK
 DD1314_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DD1314+WITH SETTING: PAVEMENT
 DD1314_SP_SET: PIPE SUPPORT
 DD1314_STAMPING: 3757 C 1976
 DD1314_MARK LOGO: NOS   
 DD1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1314+STABILITY: SURFACE MOTION
 DD1314
 DD1314  HISTORY     - Date     Condition        Report By
 DD1314  HISTORY     - 1976     MONUMENTED       NOS
 DD1314  HISTORY     - 1985     GOOD             SCGS
 DD1314
 DD1314                          STATION DESCRIPTION
 DD1314
 DD1314'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1314'10.5 KM (6.5 MI) SW FROM CORDESVILLE.
 DD1314'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1314'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1314'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE
 DD1314'0.25 KILOMETER (0.15 MILE) EAST ALONG COUNTY ROAD S-8-9 TO A
 DD1314'Y-INTERSECTION (ENTRANCE ROAD TO DUPONT, DEAN HALL) NOTE--MUST OBTAIN
 DD1314'PERMISSION FROM HARMON I. SHADE AT MAIN OFFICE, CONTINUE ALONG TRUCK
 DD1314'ENTRANCE ROAD FOR 0.9 KILOMETER (0.55 MILE) TO A GUARD GATE, CONTINUE
 DD1314'0.6 KILOMETER (0.4 MILE) NORTHEASTERLY ALONG A PAVED ROAD, THENCE 0.2
 DD1314'KILOMETER (0.1 MILE) NORTHEAST ALONG A PAVED ROAD, THENCE 0.25
 DD1314'KILOMETER (0.15 MILE) EASTERLY ALONG A PAVED ROAD LEADING TO SOME
 DD1314'STORAGE TANKS, PARK ON THE EAST SIDE OF STORAGE TANK NUMBER 2
 DD1314'(PROCESSING TANK), SET IN A PIPE SUPPORT WHERE THE PIPE CURVES AND
 DD1314'GOES WEST, JUST SOUTHEAST OF STORM EMERGENCY TANK NUMBER 1,
 DD1314'5.75 METERS (18.86 FEET) NORTH-NORTHWEST OF A LONE LEANING 18-INCH OAK
 DD1314'TREE, 6.23 METERS (20.44 FEET) WEST-SOUTHWEST OF A BLAZED 14-INCH PINE
 DD1314'TREE, 12.08 METERS (39.63 FEET) EAST-SOUTHEAST OF THE SOUTHEAST FACE
 DD1314'OF THE STORM EMERGENCY TANK, 34.0 METERS (111.55 FEET) SOUTH-SOUTHWEST
 DD1314'OF 866 3757 B TIDAL.
 DD1314'THE MARK IS 0.20 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1312 ***********************************************************************
 DD1312  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1312  DESIGNATION -  866 3757 D TIDAL
 DD1312  PID         -  DD1312
 DD1312  STATE/COUNTY-  SC/BERKELEY
 DD1312  USGS QUAD   -  KITTREDGE (1979)
 DD1312
 DD1312                         *CURRENT SURVEY CONTROL
 DD1312  ___________________________________________________________________
 DD1312* NAD 83(1986)-  33 03 34.     (N)    079 56 16.     (W)     SCALED    
 DD1312* NAVD 88     -         4.559  (meters)      14.96   (feet)  ADJUSTED  
 DD1312  ___________________________________________________________________
 DD1312  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DD1312  DYNAMIC HT  -           4.554 (meters)      14.94  (feet)  COMP
 DD1312  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 DD1312
 DD1312  VERT ORDER  -  FIRST     CLASS II
 DD1312
 DD1312.The horizontal coordinates were scaled from a topographic map and have
 DD1312.an estimated accuracy of +/- 6 seconds.
 DD1312
 DD1312.The orthometric height was determined by differential leveling
 DD1312.and adjusted by the National Geodetic Survey in June 1991..
 DD1312
 DD1312.This Tidal Bench Mark is designated as VM 4020
 DD1312.by the Center for Operational Oceanographic Products and Services.
 DD1312
 DD1312.The geoid height was determined by GEOID03.
 DD1312
 DD1312.The dynamic height is computed by dividing the NAVD 88
 DD1312.geopotential number by the normal gravity value computed on the
 DD1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1312.degrees latitude (g = 980.6199 gals.).
 DD1312
 DD1312.The modeled gravity was interpolated from observed gravity values.
 DD1312
 DD1312;                    North         East    Units  Estimated Accuracy
 DD1312;SPC SC       -   136,480.      708,790.      MT  (+/- 180 meters Scaled)
 DD1312
 DD1312                          SUPERSEDED SURVEY CONTROL
 DD1312
 DD1312  NGVD 29 (03/21/89)    4.862  (m)           15.95   (f) ADJUSTED    1 2
 DD1312
 DD1312.Superseded values are not recommended for survey control.
 DD1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1312.See file dsdata.txt to determine how the superseded data were derived.
 DD1312
 DD1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS991583(NAD 83)
 DD1312_MARKER: DJ = TIDAL STATION DISK
 DD1312_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1312_SP_SET: COPPER-CLAD STEEL ROD
 DD1312_STAMPING: 3757 D 1976
 DD1312_MARK LOGO: NOS   
 DD1312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1312+STABILITY: POSITION/ELEVATION WELL
 DD1312
 DD1312  HISTORY     - Date     Condition        Report By
 DD1312  HISTORY     - 1976     MONUMENTED       NOS
 DD1312  HISTORY     - 1985     GOOD             SCGS
 DD1312
 DD1312                          STATION DESCRIPTION
 DD1312
 DD1312'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1312'10.5 KM (6.5 MI) SW FROM CORDESVILLE.
 DD1312'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1312'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1312'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE
 DD1312'0.25 KILOMETER (0.15 MILE) EAST ALONG COUNTY ROAD S-8-9 TO A
 DD1312'Y-INTERSECTION (ENTRANCE ROAD TO DUPONT, DEAN HALL), NOTE--MUST OBTAIN
 DD1312'PERMISSION FROM HARMON I. SHADE AT THE MAIN OFFICE, CONTINUE ALONG
 DD1312'TRUCK ENTRANCE ROAD FOR 0.9 KILOMETER (0.55 MILE) TO GUARD GATE,
 DD1312'CONTINUE 0.6 KILOMETER (0.4 MILE) NORTHEASTERLY ALONG A PAVED ROAD,
 DD1312'THENCE 0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG A PAVED ROAD TO SOME
 DD1312'RAILROAD TRACKS, CONTINUE ACROSS TRACKS FOR 0.1 KILOMETER (0.05 MILE)
 DD1312'ALONG A ROCK AND PAVED ROAD, SET NEAR BLAZED 10-INCH PINE TREE NORTH
 DD1312'OF A LARGE STORAGE TANK (EQUAL TANK NUMBER 3), 36.65 METERS (120.24
 DD1312'FEET) NORTH-NORTHWEST OF THE VALVE ON THE NORTH FACE OF THE EQUAL
 DD1312'TANK, 7.9 METERS (25.92 FEET) WEST-SOUTHWEST OF A BLAZED 12-INCH PINE
 DD1312'TREE, 40.45 METERS (132.71 FEET) EAST-NORTHEAST OF 866 3757 E TIDAL,
 DD1312'0.7 METER (2.3 FEET) EAST-SOUTHEAST OF THE BLAZED 10-INCH PINE TREE,
 DD1312'AND SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 DD1312'THE MARK IS 0.87 METERS  SSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1311 ***********************************************************************
 DD1311  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1311  DESIGNATION -  866 3757 E TIDAL
 DD1311  PID         -  DD1311
 DD1311  STATE/COUNTY-  SC/BERKELEY
 DD1311  USGS QUAD   -  KITTREDGE (1979)
 DD1311
 DD1311                         *CURRENT SURVEY CONTROL
 DD1311  ___________________________________________________________________
 DD1311* NAD 83(1986)-  33 03 33.     (N)    079 56 15.     (W)     SCALED    
 DD1311* NAVD 88     -         6.062  (meters)      19.89   (feet)  ADJUSTED  
 DD1311  ___________________________________________________________________
 DD1311  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DD1311  DYNAMIC HT  -           6.056 (meters)      19.87  (feet)  COMP
 DD1311  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DD1311
 DD1311  VERT ORDER  -  FIRST     CLASS II
 DD1311
 DD1311.The horizontal coordinates were scaled from a topographic map and have
 DD1311.an estimated accuracy of +/- 6 seconds.
 DD1311
 DD1311.The orthometric height was determined by differential leveling
 DD1311.and adjusted by the National Geodetic Survey in June 1991..
 DD1311
 DD1311.This Tidal Bench Mark is designated as VM 4021
 DD1311.by the Center for Operational Oceanographic Products and Services.
 DD1311
 DD1311.The geoid height was determined by GEOID03.
 DD1311
 DD1311.The dynamic height is computed by dividing the NAVD 88
 DD1311.geopotential number by the normal gravity value computed on the
 DD1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1311.degrees latitude (g = 980.6199 gals.).
 DD1311
 DD1311.The modeled gravity was interpolated from observed gravity values.
 DD1311
 DD1311;                    North         East    Units  Estimated Accuracy
 DD1311;SPC SC       -   136,450.      708,810.      MT  (+/- 180 meters Scaled)
 DD1311
 DD1311                          SUPERSEDED SURVEY CONTROL
 DD1311
 DD1311  NGVD 29 (03/21/89)    6.366  (m)           20.89   (f) ADJUSTED    1 2
 DD1311
 DD1311.Superseded values are not recommended for survey control.
 DD1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1311.See file dsdata.txt to determine how the superseded data were derived.
 DD1311
 DD1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS991583(NAD 83)
 DD1311_MARKER: DJ = TIDAL STATION DISK
 DD1311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1311_SP_SET: COPPER-CLAD STEEL ROD
 DD1311_STAMPING: 3757 E 1976
 DD1311_MARK LOGO: NOS   
 DD1311_PROJECTION: FLUSH
 DD1311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1311+STABILITY: POSITION/ELEVATION WELL
 DD1311_ROD/PIPE-DEPTH: 12.2 meters
 DD1311
 DD1311  HISTORY     - Date     Condition        Report By
 DD1311  HISTORY     - 1976     MONUMENTED       NOS
 DD1311  HISTORY     - 1985     GOOD             SCGS
 DD1311
 DD1311                          STATION DESCRIPTION
 DD1311
 DD1311'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1311'10.5 KM (6.5 MI) SW FROM CORDESVILLE.
 DD1311'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1311'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1311'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE
 DD1311'0.25 KILOMETER (0.15 MILE) EAST ALONG COUNTY ROAD S-8-9 TO A
 DD1311'Y-INTERSECTION (ENTRANCE TO DUPONT, DEAN HALL) NOTE--MUST OBTAIN
 DD1311'PERMISSION FROM HARMON I. SHADE AT THE MAIN OFFICE, CONTINUE ALONG
 DD1311'TRUCK ENTRANCE ROAD FOR 0.9 KILOMETER (0.55 MILE) TO GUARD GATE,
 DD1311'CONTINUE 0.6 KILOMETER (0.4 MILE) NORTHEASTERLY ALONG A PAVED ROAD,
 DD1311'THENCE 0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG A PAVED ROAD TO SOME
 DD1311'RAILROAD TRACKS, CONTINUE ACROSS TRACKS FOR 0.1 KILOMETER (0.05 MILE)
 DD1311'ALONG A ROCK AND PAVED ROAD, SET IN THE SOUTHEAST ANGLE OF THE
 DD1311'INTERSECTION OF PAVED ROAD LEADING TO AN AREA WITH SEVERAL STORAGE
 DD1311'TANKS, 44.2 METERS (145.0 FEET) WEST-NORTHWEST OF THE NORTHWEST FACE
 DD1311'OF THE EQUAL TANK, 45.0 METERS (147.64 FEET) NORTH-NORTHEAST OF A LONE
 DD1311'MULTI-TRUNK OAK TREE, 13.05 METERS (42.81 FEET) SOUTH-SOUTHWEST OF THE
 DD1311'APPROXIMATE CENTER OF THE PAVED ROAD LEADING TO THE TANKS, 9.8 METERS
 DD1311'(32.15 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE ROCK AND
 DD1311'PAVED ROAD.
 DD1311'THE MARK IS 0.87 METERS  NNW FROM A WITNESS POST.
 DD1311'THE MARK IS ABOVE LEVEL WITH ROCK AND PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1315 ***********************************************************************
 DD1315  DESIGNATION -  866 3757 TIDAL 1
 DD1315  PID         -  DD1315
 DD1315  STATE/COUNTY-  SC/BERKELEY
 DD1315  USGS QUAD   -  KITTREDGE (1979)
 DD1315
 DD1315                         *CURRENT SURVEY CONTROL
 DD1315  ___________________________________________________________________
 DD1315* NAD 83(1986)-  33 03 28.     (N)    079 56 09.     (W)     SCALED    
 DD1315* NAVD 88     -         1.382  (meters)       4.53   (feet)  ADJUSTED  
 DD1315  ___________________________________________________________________
 DD1315  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DD1315  DYNAMIC HT  -           1.381 (meters)       4.53  (feet)  COMP
 DD1315  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 DD1315
 DD1315  VERT ORDER  -  FIRST     CLASS II
 DD1315
 DD1315.The horizontal coordinates were scaled from a topographic map and have
 DD1315.an estimated accuracy of +/- 6 seconds.
 DD1315
 DD1315.The orthometric height was determined by differential leveling
 DD1315.and adjusted by the National Geodetic Survey in June 1991..
 DD1315
 DD1315.The geoid height was determined by GEOID03.
 DD1315
 DD1315.The dynamic height is computed by dividing the NAVD 88
 DD1315.geopotential number by the normal gravity value computed on the
 DD1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1315.degrees latitude (g = 980.6199 gals.).
 DD1315
 DD1315.The modeled gravity was interpolated from observed gravity values.
 DD1315
 DD1315;                    North         East    Units  Estimated Accuracy
 DD1315;SPC SC       -   136,300.      708,970.      MT  (+/- 180 meters Scaled)
 DD1315
 DD1315                          SUPERSEDED SURVEY CONTROL
 DD1315
 DD1315  NGVD 29 (03/21/89)    1.686  (m)            5.53   (f) ADJUSTED    1 2
 DD1315
 DD1315.Superseded values are not recommended for survey control.
 DD1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1315.See file dsdata.txt to determine how the superseded data were derived.
 DD1315
 DD1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS993581(NAD 83)
 DD1315_MARKER: DJ = TIDAL STATION DISK
 DD1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1315_SP_SET: CONCRETE POST
 DD1315_STAMPING: NO 1 1928
 DD1315_MARK LOGO: CGS   
 DD1315_PROJECTION: FLUSH
 DD1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1315
 DD1315  HISTORY     - Date     Condition        Report By
 DD1315  HISTORY     - 1928     MONUMENTED       CGS
 DD1315  HISTORY     - 1985     GOOD             SCGS
 DD1315
 DD1315                          STATION DESCRIPTION
 DD1315
 DD1315'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1315'10.5 KM (6.5 MI) SW FROM CORDESVILLE.
 DD1315'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1315'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 11.7
 DD1315'KILOMETERS (7.3 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, THENCE
 DD1315'0.25 KILOMETER (0.15 MILE) EAST ALONG COUNTY ROAD S-8-9 TO A
 DD1315'Y-INTERSECTION (ENTRANCE ROAD TO DUPONT, DEAN HALL) NOTE--MUST OBTAIN
 DD1315'PERMISSION FROM HARMON I. SHADE AT MAIN OFFICE, CONTINUE ALONG TRUCK
 DD1315'ENTRANCE ROAD FOR 0.9 KILOMETER (0.55 MILE) TO GUARD GATE, CONTINUE
 DD1315'0.6 KILOMETER (0.4 MILE) NORTHEASTERLY ALONG PAVED ROAD, THENCE 0.2
 DD1315'KILOMETER (0.1 MILE) NORTHEAST ALONG A PAVED ROAD, THENCE 0.25
 DD1315'KILOMETER (0.15 MILE) EASTERLY ALONG A PAVED ROAD LEADING TO SOME
 DD1315'STORAGE TANKS, PARK ON THE EAST SIDE OF STORAGE TANK NUMBER 2
 DD1315'(PROCESSING TANK), FROM THIS POINT CONTINUE BY FOOT APPROXIMATELY 500
 DD1315'FEET SOUTH-SOUTHEAST ALONG A PATH THROUGH A CHAIN LINK FENCE GATE TO
 DD1315'THE COOPER RIVER, SET AT THE ENTRANCE TO A DOCK THAT WAS USED FOR THE
 DD1315'TIDE GUAGE, 37.4 METERS (122.7 FEET) SOUTH-SOUTHEAST OF THE CHAIN LINK
 DD1315'FENCE GATE, 5.9 METERS (19.36 FEET) EAST-SOUTHEAST OF A BLAZED 60-INCH
 DD1315'PINE TREE, 3.8 METERS (12.47 FEET) NORTH-NORTHEAST OF A LONE TWIN
 DD1315'TRUNK PINE TREE, 2.1 METERS (6.89 FEET) NORTH-NORTHWEST OF THE END OF
 DD1315'THE DOCK, 2.44 METERS (8.01 FEET) WEST-NORTHWEST OF A CRESOTE POST
 DD1315'WITH AN ELECTRICAL HOOK UP FOR THE GAGING STATION.
 DD1315'THE MARK IS 1.10 METERS  SSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1196 ***********************************************************************
 DD1196  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1196  DESIGNATION -  866 3781 A TIDAL
 DD1196  PID         -  DD1196
 DD1196  STATE/COUNTY-  SC/BERKELEY
 DD1196  USGS QUAD   -  KITTREDGE (1979)
 DD1196
 DD1196                         *CURRENT SURVEY CONTROL
 DD1196  ___________________________________________________________________
 DD1196* NAD 83(1986)-  33 03 20.     (N)    079 52 44.     (W)     SCALED    
 DD1196* NAVD 88     -         1.145  (meters)       3.76   (feet)  ADJUSTED  
 DD1196  ___________________________________________________________________
 DD1196  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DD1196  DYNAMIC HT  -           1.144 (meters)       3.75  (feet)  COMP
 DD1196  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 DD1196
 DD1196  VERT ORDER  -  FIRST     CLASS II
 DD1196
 DD1196.The horizontal coordinates were scaled from a topographic map and have
 DD1196.an estimated accuracy of +/- 6 seconds.
 DD1196
 DD1196.The orthometric height was determined by differential leveling
 DD1196.and adjusted by the National Geodetic Survey in June 1991..
 DD1196
 DD1196.This Tidal Bench Mark is designated as VM 4022
 DD1196.by the Center for Operational Oceanographic Products and Services.
 DD1196
 DD1196.The geoid height was determined by GEOID03.
 DD1196
 DD1196.The dynamic height is computed by dividing the NAVD 88
 DD1196.geopotential number by the normal gravity value computed on the
 DD1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1196.degrees latitude (g = 980.6199 gals.).
 DD1196
 DD1196.The modeled gravity was interpolated from observed gravity values.
 DD1196
 DD1196;                    North         East    Units  Estimated Accuracy
 DD1196;SPC SC       -   136,110.      714,290.      MT  (+/- 180 meters Scaled)
 DD1196
 DD1196                          SUPERSEDED SURVEY CONTROL
 DD1196
 DD1196  NGVD 29 (03/21/89)    1.445  (m)            4.74   (f) ADJUSTED    1 2
 DD1196
 DD1196.Superseded values are not recommended for survey control.
 DD1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1196.See file dsdata.txt to determine how the superseded data were derived.
 DD1196
 DD1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS046580(NAD 83)
 DD1196_MARKER: DJ = TIDAL STATION DISK
 DD1196_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1196_SP_SET: COPPER-CLAD STEEL ROD
 DD1196_STAMPING: 3781 A 1976
 DD1196_MARK LOGO: NOS   
 DD1196_PROJECTION: FLUSH
 DD1196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1196+STABILITY: POSITION/ELEVATION WELL
 DD1196_ROD/PIPE-DEPTH: 7.62 meters
 DD1196
 DD1196  HISTORY     - Date     Condition        Report By
 DD1196  HISTORY     - 1976     MONUMENTED       NOS
 DD1196  HISTORY     - 1985     GOOD             SCGS
 DD1196
 DD1196                          STATION DESCRIPTION
 DD1196
 DD1196'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1196'8.0 KM (5.0 MI) SW FROM HUGER.
 DD1196'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1196'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG STATE
 DD1196'HIGHWAY 41, THENCE 7.3 KILOMETERS (4.55 MILES) SOUTHWESTERLY ALONG
 DD1196'COUNTY ROAD S-8-98 TO TWO ENTRANCE GATES LEADING TO THE BLESSING
 DD1196'PLANTATION, THENCE 1.6 KILOMETERS (1.0 MILES) WESTERLY ALONG THE
 DD1196'ENTRANCE ROAD THROUGH EITHER GATE TO A CROSS INTERSECTION, CONTINUE
 DD1196'0.55 KILOMETER (0.35 MILE) WESTERLY ALONG A ROAD THAT PASSES IN FRONT
 DD1196'OF A THREE-STORY HOUSE, SET NEAR THE SOUTHWEST END OF THE SECOND
 DD1196'BRIDGE LEADING TO THE RIVER, 16.76 METERS (55.0 FEET) SOUTH-SOUTHWEST
 DD1196'OF THE SOUTHWEST CORNER OF THE WOODEN BRIDGE, 11.49 METERS (37.7 FEET)
 DD1196'SOUTHEAST OF A LONE 48-INCH PINE TREE, 3.93 METERS (12.9 FEET)
 DD1196'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE ROAD LEADING TO THE
 DD1196'RIVER.
 DD1196'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1195 ***********************************************************************
 DD1195  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1195  DESIGNATION -  866 3781 C TIDAL
 DD1195  PID         -  DD1195
 DD1195  STATE/COUNTY-  SC/BERKELEY
 DD1195  USGS QUAD   -  KITTREDGE (1979)
 DD1195
 DD1195                         *CURRENT SURVEY CONTROL
 DD1195  ___________________________________________________________________
 DD1195* NAD 83(1986)-  33 03 20.     (N)    079 52 44.     (W)     SCALED    
 DD1195* NAVD 88     -         1.794  (meters)       5.89   (feet)  ADJUSTED  
 DD1195  ___________________________________________________________________
 DD1195  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DD1195  DYNAMIC HT  -           1.792 (meters)       5.88  (feet)  COMP
 DD1195  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 DD1195
 DD1195  VERT ORDER  -  FIRST     CLASS II
 DD1195
 DD1195.The horizontal coordinates were scaled from a topographic map and have
 DD1195.an estimated accuracy of +/- 6 seconds.
 DD1195
 DD1195.The orthometric height was determined by differential leveling
 DD1195.and adjusted by the National Geodetic Survey in June 1991..
 DD1195
 DD1195.This Tidal Bench Mark is designated as VM 4023
 DD1195.by the Center for Operational Oceanographic Products and Services.
 DD1195
 DD1195.The geoid height was determined by GEOID03.
 DD1195
 DD1195.The dynamic height is computed by dividing the NAVD 88
 DD1195.geopotential number by the normal gravity value computed on the
 DD1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1195.degrees latitude (g = 980.6199 gals.).
 DD1195
 DD1195.The modeled gravity was interpolated from observed gravity values.
 DD1195
 DD1195;                    North         East    Units  Estimated Accuracy
 DD1195;SPC SC       -   136,110.      714,290.      MT  (+/- 180 meters Scaled)
 DD1195
 DD1195                          SUPERSEDED SURVEY CONTROL
 DD1195
 DD1195  NGVD 29 (03/21/89)    2.093  (m)            6.87   (f) ADJUSTED    1 2
 DD1195
 DD1195.Superseded values are not recommended for survey control.
 DD1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1195.See file dsdata.txt to determine how the superseded data were derived.
 DD1195
 DD1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS046580(NAD 83)
 DD1195_MARKER: DJ = TIDAL STATION DISK
 DD1195_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1195_SP_SET: COPPER-CLAD STEEL ROD
 DD1195_STAMPING: 3781 C 1976
 DD1195_MARK LOGO: NOS   
 DD1195_PROJECTION: FLUSH
 DD1195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1195+STABILITY: POSITION/ELEVATION WELL
 DD1195_ROD/PIPE-DEPTH: 7.92 meters
 DD1195
 DD1195  HISTORY     - Date     Condition        Report By
 DD1195  HISTORY     - 1976     MONUMENTED       NOS
 DD1195  HISTORY     - 1985     GOOD             SCGS
 DD1195
 DD1195                          STATION DESCRIPTION
 DD1195
 DD1195'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1195'8.0 KM (5.0 MI) SW FROM HUGER.
 DD1195'0.2 KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-8-133 FROM THE POST
 DD1195'OFFICE IN HUGER, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG STATE
 DD1195'HIGHWAY 41, THENCE 7.3 KILOMETERS (4.55 MILES) SOUTHWESTERLY ALONG
 DD1195'COUNTY ROAD S-8-98 TO TWO ENTRANCE GATES LEADING TO BLESSING
 DD1195'PLANTATION, THENCE 1.6 KILOMETERS (1.0 MILE) WESTERLY ALONG THE
 DD1195'ENTRANCE ROAD ENTERING THROUGH EITHER GATE TO A CROSS INTERSECTION,
 DD1195'CONTINUE AHEAD FOR 0.55 KILOMETER (0.35 MILE) WESTERLY ALONG THE ROAD
 DD1195'THAT PASSES IN FRONT OF A THREE-STORY HOUSE, SET NEAR THE NORTHEAST
 DD1195'END OF THE FIRST WOODEN BRIDGE, 15.15 METERS (49.7 FEET) NORTHEAST OF
 DD1195'THE NORTHEAST CORNER OF THE BRIDGE, 3.96 METERS (13.0 FEET)
 DD1195'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE ROAD LEADING TO THE
 DD1195'RIVER, 1.95 METERS (6.4 FEET) SOUTHWEST OF A 50-INCH PINE TREE (LAST
 DD1195'TREE ON RIGHT BEFORE BRIDGE).
 DD1195'THE MARK IS 0.80 METERS  SSE FROM A WITNESS POST.
 DD1195'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0976 ***********************************************************************
 DD0976  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0976  DESIGNATION -  866 3858 TIDAL BH 1
 DD0976  PID         -  DD0976
 DD0976  STATE/COUNTY-  SC/CHARLESTON
 DD0976  USGS QUAD   -  AWENDAW (1992)
 DD0976
 DD0976                         *CURRENT SURVEY CONTROL
 DD0976  ___________________________________________________________________
 DD0976* NAD 83(1986)-  33 02 26.     (N)    079 33 29.     (W)     SCALED    
 DD0976* NAVD 88     -         1.516  (meters)       4.97   (feet)  ADJUSTED  
 DD0976  ___________________________________________________________________
 DD0976  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD0976  DYNAMIC HT  -           1.514 (meters)       4.97  (feet)  COMP
 DD0976  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DD0976
 DD0976  VERT ORDER  -  FIRST     CLASS II
 DD0976
 DD0976.The horizontal coordinates were scaled from a topographic map and have
 DD0976.an estimated accuracy of +/- 6 seconds.
 DD0976
 DD0976.The orthometric height was determined by differential leveling
 DD0976.and adjusted by the National Geodetic Survey in June 1991..
 DD0976
 DD0976.This Tidal Bench Mark is designated as VM 4026
 DD0976.by the Center for Operational Oceanographic Products and Services.
 DD0976
 DD0976.The geoid height was determined by GEOID03.
 DD0976
 DD0976.The dynamic height is computed by dividing the NAVD 88
 DD0976.geopotential number by the normal gravity value computed on the
 DD0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0976.degrees latitude (g = 980.6199 gals.).
 DD0976
 DD0976.The modeled gravity was interpolated from observed gravity values.
 DD0976
 DD0976;                    North         East    Units  Estimated Accuracy
 DD0976;SPC SC       -   134,820.      744,270.      MT  (+/- 180 meters Scaled)
 DD0976
 DD0976                          SUPERSEDED SURVEY CONTROL
 DD0976
 DD0976  NGVD 29 (03/21/89)    1.814  (m)            5.95   (f) ADJUSTED    1 2
 DD0976
 DD0976.Superseded values are not recommended for survey control.
 DD0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0976.See file dsdata.txt to determine how the superseded data were derived.
 DD0976
 DD0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS346567(NAD 83)
 DD0976_MARKER: DJ = TIDAL STATION DISK
 DD0976_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0976_SP_SET: COPPER-CLAD STEEL ROD
 DD0976_STAMPING: BH NO 1 1975
 DD0976_PROJECTION: FLUSH
 DD0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0976_ROD/PIPE-DEPTH: 6.10 meters
 DD0976
 DD0976  HISTORY     - Date     Condition        Report By
 DD0976  HISTORY     - 1975     MONUMENTED       NOS
 DD0976  HISTORY     - 1979     GOOD             NGS
 DD0976  HISTORY     - 19910602 MARK NOT FOUND   USPSQD
 DD0976  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD0976  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 DD0976
 DD0976                          STATION DESCRIPTION
 DD0976
 DD0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0976'3.7 MI NE FROM AWENDAW.
 DD0976'3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE POST
 DD0976'OFFICE IN AWENDAW, AND THENCE 0.6 MILE SOUTHEAST ALONG A DIRT ROAD,
 DD0976'0.5 MILE SOUTHEAST OF AN ELECTRIC SUBSTATION.  SET ACROSS THE ROAD
 DD0976'FROM THE CENTER OF THE DRIVEWAY TO THE RESIDENCE OF MR. L.O. MORRIS,
 DD0976'720 FEET SOUTHWEST OF BENCH MARK 866-3858 BH NO 2, 85.3 FEET SOUTH
 DD0976'OF A POWER POLE, AND 22.3 FEET NORTHWEST OF THE CENTER OF THE ROAD.
 DD0976'THE MARK IS 1 FT  E FROM A WITNESS POST.
 DD0976'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0976
 DD0976                          STATION RECOVERY (1991)
 DD0976
 DD0976'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DD0976'MARK NOT FOUND.
 DD0976
 DD0976                          STATION RECOVERY (1992)
 DD0976
 DD0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0976'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DD0976
 DD0976                          STATION RECOVERY (1997)
 DD0976
 DD0976'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0975 ***********************************************************************
 DD0975  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0975  DESIGNATION -  866 3858 TIDAL BH 2
 DD0975  PID         -  DD0975
 DD0975  STATE/COUNTY-  SC/CHARLESTON
 DD0975  USGS QUAD   -  AWENDAW (1992)
 DD0975
 DD0975                         *CURRENT SURVEY CONTROL
 DD0975  ___________________________________________________________________
 DD0975* NAD 83(1986)-  33 02 26.     (N)    079 33 27.     (W)     SCALED    
 DD0975* NAVD 88     -         1.376  (meters)       4.51   (feet)  ADJUSTED  
 DD0975  ___________________________________________________________________
 DD0975  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD0975  DYNAMIC HT  -           1.374 (meters)       4.51  (feet)  COMP
 DD0975  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DD0975
 DD0975  VERT ORDER  -  FIRST     CLASS II
 DD0975
 DD0975.The horizontal coordinates were scaled from a topographic map and have
 DD0975.an estimated accuracy of +/- 6 seconds.
 DD0975
 DD0975.The orthometric height was determined by differential leveling
 DD0975.and adjusted by the National Geodetic Survey in June 1991..
 DD0975
 DD0975.This Tidal Bench Mark is designated as VM 4027
 DD0975.by the Center for Operational Oceanographic Products and Services.
 DD0975
 DD0975.The geoid height was determined by GEOID03.
 DD0975
 DD0975.The dynamic height is computed by dividing the NAVD 88
 DD0975.geopotential number by the normal gravity value computed on the
 DD0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0975.degrees latitude (g = 980.6199 gals.).
 DD0975
 DD0975.The modeled gravity was interpolated from observed gravity values.
 DD0975
 DD0975;                    North         East    Units  Estimated Accuracy
 DD0975;SPC SC       -   134,820.      744,320.      MT  (+/- 180 meters Scaled)
 DD0975
 DD0975                          SUPERSEDED SURVEY CONTROL
 DD0975
 DD0975  NGVD 29 (03/21/89)    1.674  (m)            5.49   (f) ADJUSTED    1 2
 DD0975
 DD0975.Superseded values are not recommended for survey control.
 DD0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0975.See file dsdata.txt to determine how the superseded data were derived.
 DD0975
 DD0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS346567(NAD 83)
 DD0975_MARKER: DJ = TIDAL STATION DISK
 DD0975_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0975_SP_SET: COPPER-CLAD STEEL ROD
 DD0975_STAMPING: B.H. NO. 2 1975
 DD0975_MARK LOGO: NOS   
 DD0975_PROJECTION: FLUSH
 DD0975_MAGNETIC: I = MARKER IS A STEEL ROD
 DD0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0975+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD0975_ROD/PIPE-DEPTH: 6.10 meters
 DD0975
 DD0975  HISTORY     - Date     Condition        Report By
 DD0975  HISTORY     - 1975     MONUMENTED       NOS
 DD0975  HISTORY     - 1979     GOOD             NGS
 DD0975  HISTORY     - 19910602 GOOD             USPSQD
 DD0975  HISTORY     - 19920817 GOOD             NGS
 DD0975
 DD0975                          STATION DESCRIPTION
 DD0975
 DD0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0975'3.6 MI NE FROM AWENDAW.
 DD0975'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0975'3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE POST
 DD0975'OFFICE IN AWENDAW, AND THENCE  0.5 MILE SOUTHEAST ALONG A DIRT ROAD,
 DD0975'0.4 MILE SOUTHEAST OF AN ELECTRIC SUB-STATION, 720 FEET NORTHEAST OF
 DD0975'BENCH MARK 866-3858 BH NO 1, 525 FEET SOUTH OF BENCH MARK 866-3858
 DD0975'BH NO 3, 20 FEET SOUTHWEST OF THE CENTER OF THE ROAD, AND 8 FEET
 DD0975'NORTHWEST OF SHELLMORE LANE STREET SIGN.
 DD0975'THE MARK IS 2 FT  SSE FROM A WITNESS POST.
 DD0975
 DD0975                          STATION RECOVERY (1991)
 DD0975
 DD0975'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DD0975'RECOVERED IN GOOD CONDITION.
 DD0975
 DD0975                          STATION RECOVERY (1992)
 DD0975
 DD0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0975'5.1 KM (3.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 DD0975'OFFICE IN AWENDAW, THENCE 0.9 KM (0.55 MI) SOUTHEASTERLY ALONG
 DD0975'SHELLMORE ROAD, 16.0 M (52.5 FT) SOUTH-SOUTHWEST OF A UTILITY POLE,
 DD0975'5.8 M (19.0 FT) SOUTHWEST OF AND LEVEL WITH THE ROAD CENTER, 2.4 M
 DD0975'(7.9 FT) NORTHWEST OF A SIGN (SHELLMORE LANE), AND 0.3 M (1.0 FT)
 DD0975'NORTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 DD0975'PVC PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0974 ***********************************************************************
 DD0974  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0974  DESIGNATION -  866 3858 TIDAL BH 3
 DD0974  PID         -  DD0974
 DD0974  STATE/COUNTY-  SC/CHARLESTON
 DD0974  USGS QUAD   -  AWENDAW (1992)
 DD0974
 DD0974                         *CURRENT SURVEY CONTROL
 DD0974  ___________________________________________________________________
 DD0974* NAD 83(1986)-  33 02 31.     (N)    079 33 27.     (W)     SCALED    
 DD0974* NAVD 88     -         1.350  (meters)       4.43   (feet)  ADJUSTED  
 DD0974  ___________________________________________________________________
 DD0974  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD0974  DYNAMIC HT  -           1.348 (meters)       4.42  (feet)  COMP
 DD0974  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 DD0974
 DD0974  VERT ORDER  -  FIRST     CLASS II
 DD0974
 DD0974.The horizontal coordinates were scaled from a topographic map and have
 DD0974.an estimated accuracy of +/- 6 seconds.
 DD0974
 DD0974.The orthometric height was determined by differential leveling
 DD0974.and adjusted by the National Geodetic Survey in June 1991..
 DD0974
 DD0974.This Tidal Bench Mark is designated as VM 4028
 DD0974.by the Center for Operational Oceanographic Products and Services.
 DD0974
 DD0974.The geoid height was determined by GEOID03.
 DD0974
 DD0974.The dynamic height is computed by dividing the NAVD 88
 DD0974.geopotential number by the normal gravity value computed on the
 DD0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0974.degrees latitude (g = 980.6199 gals.).
 DD0974
 DD0974.The modeled gravity was interpolated from observed gravity values.
 DD0974
 DD0974;                    North         East    Units  Estimated Accuracy
 DD0974;SPC SC       -   134,970.      744,320.      MT  (+/- 180 meters Scaled)
 DD0974
 DD0974                          SUPERSEDED SURVEY CONTROL
 DD0974
 DD0974  NGVD 29 (03/21/89)    1.648  (m)            5.41   (f) ADJUSTED    1 2
 DD0974
 DD0974.Superseded values are not recommended for survey control.
 DD0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0974.See file dsdata.txt to determine how the superseded data were derived.
 DD0974
 DD0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS346568(NAD 83)
 DD0974_MARKER: DJ = TIDAL STATION DISK
 DD0974_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0974_SP_SET: COPPER-CLAD STEEL ROD
 DD0974_STAMPING: B.H. NO. 3 1975
 DD0974_MARK LOGO: NOS   
 DD0974_PROJECTION: FLUSH
 DD0974_MAGNETIC: I = MARKER IS A STEEL ROD
 DD0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0974+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 DD0974_ROD/PIPE-DEPTH: 6.10 meters
 DD0974
 DD0974  HISTORY     - Date     Condition        Report By
 DD0974  HISTORY     - 1975     MONUMENTED       NOS
 DD0974  HISTORY     - 1979     GOOD             NGS
 DD0974  HISTORY     - 19910602 MARK NOT FOUND   USPSQD
 DD0974  HISTORY     - 19920817 GOOD             NGS
 DD0974
 DD0974                          STATION DESCRIPTION
 DD0974
 DD0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0974'3.5 MI NE FROM AWENDAW.
 DD0974'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0974'3.1 MILES NORTHEAST ALONG U.S. HIGHWAYS 17 AND 701 FROM THE POST
 DD0974'OFFICE IN AWENDAW, AND THENCE 0.4 MILE SOUTHEAST ALONG A DIRT ROAD,
 DD0974'0.3 MILE SOUTHEAST OF AN ELECTRIC SUB-STATION, 900 FEET SOUTHEAST OF
 DD0974'BENCH MARK 866-3858 BH NO 4, 525 FEET NORTH OF BENCH MARK
 DD0974'866-3858 BH NO 2, AND 21 FEET EAST OF THE CENTER OF THE ROAD.
 DD0974'THE MARK IS 2 FT  S FROM A WITNESS POST.
 DD0974
 DD0974                          STATION RECOVERY (1991)
 DD0974
 DD0974'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DD0974'MARK NOT FOUND.
 DD0974
 DD0974                          STATION RECOVERY (1992)
 DD0974
 DD0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0974'5.1 KM (3.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 DD0974'OFFICE IN AWENDAW, THENCE 0.8 KM (0.50 MI) SOUTHEASTERLY ALONG
 DD0974'SHELLMORE ROAD, 6.4 M (21.0 FT) EAST OF THE ROAD CENTER, 0.3 M (1.0
 DD0974'FT) BELOW THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) WEST OF A WITNESS
 DD0974'POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH
 DD0974'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0973 ***********************************************************************
 DD0973  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0973  DESIGNATION -  866 3858 TIDAL BH 4
 DD0973  PID         -  DD0973
 DD0973  STATE/COUNTY-  SC/CHARLESTON
 DD0973  USGS QUAD   -  AWENDAW (1992)
 DD0973
 DD0973                         *CURRENT SURVEY CONTROL
 DD0973  ___________________________________________________________________
 DD0973* NAD 83(1986)-  33 02 38.     (N)    079 33 33.     (W)     SCALED    
 DD0973* NAVD 88     -         2.802  (meters)       9.19   (feet)  ADJUSTED  
 DD0973  ___________________________________________________________________
 DD0973  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DD0973  DYNAMIC HT  -           2.799 (meters)       9.18  (feet)  COMP
 DD0973  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 DD0973  OBS GRAVITY -     979,570.3   (mgal)                       GRAV_OBS
 DD0973
 DD0973  VERT ORDER  -  FIRST     CLASS II
 DD0973
 DD0973.The horizontal coordinates were scaled from a topographic map and have
 DD0973.an estimated accuracy of +/- 6 seconds.
 DD0973
 DD0973.The orthometric height was determined by differential leveling
 DD0973.and adjusted by the National Geodetic Survey in June 1991..
 DD0973
 DD0973.This Tidal Bench Mark is designated as VM 4029
 DD0973.by the Center for Operational Oceanographic Products and Services.
 DD0973
 DD0973.The geoid height was determined by GEOID03.
 DD0973
 DD0973.The dynamic height is computed by dividing the NAVD 88
 DD0973.geopotential number by the normal gravity value computed on the
 DD0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0973.degrees latitude (g = 980.6199 gals.).
 DD0973
 DD0973.The modeled gravity was interpolated from observed gravity values.
 DD0973.The observed gravity was obtained from relative gravimeter ties
 DD0973.to the IGSN71 gravity network.
 DD0973
 DD0973;                    North         East    Units  Estimated Accuracy
 DD0973;SPC SC       -   135,190.      744,160.      MT  (+/- 180 meters Scaled)
 DD0973
 DD0973                          SUPERSEDED SURVEY CONTROL
 DD0973
 DD0973  NGVD 29 (03/21/89)    3.100  (m)           10.17   (f) ADJUSTED    1 2
 DD0973
 DD0973.Superseded values are not recommended for survey control.
 DD0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0973.See file dsdata.txt to determine how the superseded data were derived.
 DD0973
 DD0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS345570(NAD 83)
 DD0973_MARKER: DJ = TIDAL STATION DISK
 DD0973_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0973_SP_SET: COPPER-CLAD STEEL ROD
 DD0973_STAMPING: BH NO 4 1975
 DD0973_PROJECTION: FLUSH
 DD0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0973_ROD/PIPE-DEPTH: 6.10 meters
 DD0973
 DD0973  HISTORY     - Date     Condition        Report By
 DD0973  HISTORY     - 1975     MONUMENTED       NOS
 DD0973  HISTORY     - 1979     GOOD             NGS
 DD0973  HISTORY     - 19910602 MARK NOT FOUND   USPSQD
 DD0973  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD0973
 DD0973                          STATION DESCRIPTION
 DD0973
 DD0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0973'3.4 MI NE FROM AWENDAW.
 DD0973'3.1 MILES NORTHEAST ALONG U.S. HIGHWAYS 17 AND 701 FROM THE POST
 DD0973'OFFICE IN AWENDAW, AND THENCE 0.3 MILE SOUTHEAST ALONG A DIRT ROAD,
 DD0973'0.2 MILE SOUTHEAST OF AN ELECTIC SUB-STATION, 900 FEET NORTHWEST OF
 DD0973'BENCH MARK 866-3858 BH NO 3, 480 FEET SOUTHEAST OF BENCH MARK
 DD0973'866-3858 BH NO 5, 32.5 FEET NORTHWEST OF POWER POLE WITH TRANSFONOER
 DD0973'NUMBER 25H, AND 20 FEET SOUTHWEST OF THE CENTER OF THE ROAD.
 DD0973'THE MARK IS 2 FT  NNE FROM A WITNESS POST.
 DD0973'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0973
 DD0973                          STATION RECOVERY (1991)
 DD0973
 DD0973'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DD0973'MARK NOT FOUND.
 DD0973
 DD0973                          STATION RECOVERY (1992)
 DD0973
 DD0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0973'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD0972 ***********************************************************************
 DD0972  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0972  DESIGNATION -  866 3858 TIDAL BH 5
 DD0972  PID         -  DD0972
 DD0972  STATE/COUNTY-  SC/CHARLESTON
 DD0972  USGS QUAD   -  AWENDAW (1992)
 DD0972
 DD0972                         *CURRENT SURVEY CONTROL
 DD0972  ___________________________________________________________________
 DD0972* NAD 83(1986)-  33 02 41.     (N)    079 33 36.     (W)     SCALED    
 DD0972* NAVD 88     -         3.713  (meters)      12.18   (feet)  ADJUSTED  
 DD0972  ___________________________________________________________________
 DD0972  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DD0972  DYNAMIC HT  -           3.709 (meters)      12.17  (feet)  COMP
 DD0972  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 DD0972
 DD0972  VERT ORDER  -  FIRST     CLASS II
 DD0972
 DD0972.The horizontal coordinates were scaled from a topographic map and have
 DD0972.an estimated accuracy of +/- 6 seconds.
 DD0972
 DD0972.The orthometric height was determined by differential leveling
 DD0972.and adjusted by the National Geodetic Survey in June 1991..
 DD0972
 DD0972.This Tidal Bench Mark is designated as VM 4030
 DD0972.by the Center for Operational Oceanographic Products and Services.
 DD0972
 DD0972.The geoid height was determined by GEOID03.
 DD0972
 DD0972.The dynamic height is computed by dividing the NAVD 88
 DD0972.geopotential number by the normal gravity value computed on the
 DD0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0972.degrees latitude (g = 980.6199 gals.).
 DD0972
 DD0972.The modeled gravity was interpolated from observed gravity values.
 DD0972
 DD0972;                    North         East    Units  Estimated Accuracy
 DD0972;SPC SC       -   135,280.      744,080.      MT  (+/- 180 meters Scaled)
 DD0972
 DD0972                          SUPERSEDED SURVEY CONTROL
 DD0972
 DD0972  NGVD 29 (03/21/89)    4.011  (m)           13.16   (f) ADJUSTED    1 2
 DD0972
 DD0972.Superseded values are not recommended for survey control.
 DD0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0972.See file dsdata.txt to determine how the superseded data were derived.
 DD0972
 DD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS344571(NAD 83)
 DD0972_MARKER: DJ = TIDAL STATION DISK
 DD0972_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0972_SP_SET: COPPER-CLAD STEEL ROD
 DD0972_STAMPING: BH NO 5 1975
 DD0972_PROJECTION: FLUSH
 DD0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0972_ROD/PIPE-DEPTH: 6.10 meters
 DD0972
 DD0972  HISTORY     - Date     Condition        Report By
 DD0972  HISTORY     - 1975     MONUMENTED       NOS
 DD0972  HISTORY     - 1979     GOOD             NGS
 DD0972  HISTORY     - 19910602 MARK NOT FOUND   USPSQD
 DD0972  HISTORY     - 19920817 MARK NOT FOUND   NGS
 DD0972  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 DD0972
 DD0972                          STATION DESCRIPTION
 DD0972
 DD0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DD0972'3.3 MI NE FROM AWENDAW.
 DD0972'3.1 MILES NORTHEAST ALONG U.S. HIGHWAYS 17 AND 701 FROM THE POST
 DD0972'OFFICE IN AWENDAW, AND THENCE 0.2 MILE SOUTHEAST ALONG A DIRT ROAD,
 DD0972'0.1 MILE SOUTHEAST OF AN ELECTRIC SUB-STATION, 480 FEET NORTHWEST
 DD0972'OF BENCH MARK 866-3858 BH NO 5, 288 FEET SOUTHEAST OF BENCH MARK
 DD0972'N 147, 28.5 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 26 FEET
 DD0972'NORTHEAST OF POWER POLE NUMBER 46034, AND 16 FEET NORTH OF A POWER
 DD0972'POLE.
 DD0972'THE MARK IS 2 FT  N FROM A WITNESS POST.
 DD0972'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DD0972
 DD0972                          STATION RECOVERY (1991)
 DD0972
 DD0972'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 DD0972'MARK NOT FOUND.
 DD0972
 DD0972                          STATION RECOVERY (1992)
 DD0972
 DD0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DD0972'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DD0972
 DD0972                          STATION RECOVERY (1997)
 DD0972
 DD0972'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1675 ***********************************************************************
 DE1675  TIDAL BM    -  This is a Tidal Bench Mark.
 DE1675  DESIGNATION -  866 3931 A TIDAL
 DE1675  PID         -  DE1675
 DE1675  STATE/COUNTY-  SC/COLLETON
 DE1675  USGS QUAD   -  MAPLE CANE SWAMP (1979)
 DE1675
 DE1675                         *CURRENT SURVEY CONTROL
 DE1675  ___________________________________________________________________
 DE1675* NAD 83(1986)-  33 01 40.     (N)    080 23 35.     (W)     SCALED    
 DE1675* NAVD 88     -        14.270  (meters)      46.82   (feet)  ADJUSTED  
 DE1675  ___________________________________________________________________
 DE1675  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DE1675  DYNAMIC HT  -          14.254 (meters)      46.77  (feet)  COMP
 DE1675  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DE1675
 DE1675  VERT ORDER  -  FIRST     CLASS II
 DE1675
 DE1675.The horizontal coordinates were scaled from a topographic map and have
 DE1675.an estimated accuracy of +/- 6 seconds.
 DE1675
 DE1675.The orthometric height was determined by differential leveling
 DE1675.and adjusted by the National Geodetic Survey in June 1991..
 DE1675
 DE1675.This Tidal Bench Mark is designated as VM 10551
 DE1675.by the Center for Operational Oceanographic Products and Services.
 DE1675
 DE1675.The geoid height was determined by GEOID03.
 DE1675
 DE1675.The dynamic height is computed by dividing the NAVD 88
 DE1675.geopotential number by the normal gravity value computed on the
 DE1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1675.degrees latitude (g = 980.6199 gals.).
 DE1675
 DE1675.The modeled gravity was interpolated from observed gravity values.
 DE1675
 DE1675;                    North         East    Units  Estimated Accuracy
 DE1675;SPC SC       -   132,630.      666,300.      MT  (+/- 180 meters Scaled)
 DE1675
 DE1675                          SUPERSEDED SURVEY CONTROL
 DE1675
 DE1675  NGVD 29 (03/21/89)   14.565  (m)           47.79   (f) ADJUSTED    1 2
 DE1675
 DE1675.Superseded values are not recommended for survey control.
 DE1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1675.See file dsdata.txt to determine how the superseded data were derived.
 DE1675
 DE1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS566545(NAD 83)
 DE1675_MARKER: DJ = TIDAL STATION DISK
 DE1675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE1675_SP_SET: BRIDGE CURB
 DE1675_STAMPING: 3931 A 1977
 DE1675_MARK LOGO: NOS   
 DE1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1675+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1993
 DE1675
 DE1675  HISTORY     - Date     Condition        Report By
 DE1675  HISTORY     - 1977     MONUMENTED       NOS
 DE1675  HISTORY     - 1985     GOOD             SCGS
 DE1675  HISTORY     - 19930818 GOOD             SCGS
 DE1675  HISTORY     - 20050719 MARK NOT FOUND   SCGS
 DE1675
 DE1675                          STATION DESCRIPTION
 DE1675
 DE1675'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1675'5.8 KM (3.6 MI) NW FROM GIVHANS.
 DE1675'THE MARK IS 0.30 M ABOVE HIGHWAY.
 DE1675'5.8 KILOMETERS (3.6 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 61 FROM
 DE1675'THE JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, SET IN THE SOUTHWEST
 DE1675'CORNER OF THE BRIDGE OVER THE EDISTO RIVER.
 DE1675
 DE1675                          STATION RECOVERY (1993)
 DE1675
 DE1675'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1675'STATION IS LOCATED 6.5 MILES (10.5 KM) SOUTHWEST OF RIDGEVILLE, 8.05
 DE1675'MILES (12.95 KM) NORTHEAST OF COTTAGEVILLE. OWNERSHIP--SCDOT,
 DE1675'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1675'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE1675'HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298 (WRIGHT ROAD) IN
 DE1675'GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE), GO WEST NORTHWEST
 DE1675'ON HIGHWAY 61 FOR 3.5 MILES (5.6 KM) TO THE WEST END OF THE BRIDGE
 DE1675'OVER THE EDISTO RIVER (COLLETON COUNTY LINE) AND THE STATION IN THE
 DE1675'SIDEWALK/CURB AT THE SOUTHWEST CORNER OF THE BRIDGE, 0.75 MILE
 DE1675'(1.21 KM) SOUTHEAST OF THE JUNCTION OF STATE ROAD 35. STATION IS A
 DE1675'DRILL MARK IN THE SIDEWALK/CURB OF THE BRIDGE AND 1.0 FOOT (0.3 M)
 DE1675'ABOVE THE HIGHWAY, 0.8 FOOT (24.4 CM) EAST SOUTHEAST OF THE WEST END
 DE1675'OF THE BRIDGE, 15.5 FEET (4.7 M) SOUTH SOUTHWEST OF THE CENTER OF THE
 DE1675'HIGHWAY, 2.5 FEET (0.8 M) EAST SOUTHEAST OF A WITNESS POST. RECOVERED
 DE1675'BY T. HALL.
 DE1675
 DE1675                          STATION RECOVERY (2005)
 DE1675
 DE1675'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 DE1675'A NEW 1996 BRIDGE REPLACED THE OLD BRIDGE, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1678 ***********************************************************************
 DE1678  TIDAL BM    -  This is a Tidal Bench Mark.
 DE1678  DESIGNATION -  866 3931 C TIDAL
 DE1678  PID         -  DE1678
 DE1678  STATE/COUNTY-  SC/DORCHESTER
 DE1678  USGS QUAD   -  MAPLE CANE SWAMP (1979)
 DE1678
 DE1678                         *CURRENT SURVEY CONTROL
 DE1678  ___________________________________________________________________
 DE1678* NAD 83(1986)-  33 01 37.     (N)    080 23 32.     (W)     SCALED    
 DE1678* NAVD 88     -        11.396  (meters)      37.39   (feet)  ADJUSTED  
 DE1678  ___________________________________________________________________
 DE1678  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DE1678  DYNAMIC HT  -          11.384 (meters)      37.35  (feet)  COMP
 DE1678  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DE1678
 DE1678  VERT ORDER  -  FIRST     CLASS II
 DE1678
 DE1678.The horizontal coordinates were scaled from a topographic map and have
 DE1678.an estimated accuracy of +/- 6 seconds.
 DE1678
 DE1678.The orthometric height was determined by differential leveling
 DE1678.and adjusted by the National Geodetic Survey in April 1994..
 DE1678
 DE1678.This Tidal Bench Mark is designated as VM 10552
 DE1678.by the Center for Operational Oceanographic Products and Services.
 DE1678
 DE1678.The geoid height was determined by GEOID03.
 DE1678
 DE1678.The dynamic height is computed by dividing the NAVD 88
 DE1678.geopotential number by the normal gravity value computed on the
 DE1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1678.degrees latitude (g = 980.6199 gals.).
 DE1678
 DE1678.The modeled gravity was interpolated from observed gravity values.
 DE1678
 DE1678;                    North         East    Units  Estimated Accuracy
 DE1678;SPC SC       -   132,540.      666,370.      MT  (+/- 180 meters Scaled)
 DE1678
 DE1678                          SUPERSEDED SURVEY CONTROL
 DE1678
 DE1678  NAVD 88 (06/15/91)   11.394  (m)           37.38   (f) UNKNOWN     1 2
 DE1678  NGVD 29 (03/21/89)   11.689  (m)           38.35   (f) ADJUSTED    1 2
 DE1678
 DE1678.Superseded values are not recommended for survey control.
 DE1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1678.See file dsdata.txt to determine how the superseded data were derived.
 DE1678
 DE1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS567544(NAD 83)
 DE1678_MARKER: DJ = TIDAL STATION DISK
 DE1678_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DE1678_SP_SET: GALVANIZED STEEL ROD
 DE1678_STAMPING: 3931 C 1977
 DE1678_MARK LOGO: NOS   
 DE1678_PROJECTION: FLUSH
 DE1678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1678+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 DE1678_ROD/PIPE-DEPTH: 3.05 meters
 DE1678
 DE1678  HISTORY     - Date     Condition        Report By
 DE1678  HISTORY     - 1977     MONUMENTED       NOS
 DE1678  HISTORY     - 1985     GOOD             SCGS
 DE1678  HISTORY     - 19930818 GOOD             SCGS
 DE1678  HISTORY     - 20020918 GOOD             SCGS
 DE1678  HISTORY     - 20030618 GOOD             USPSQD
 DE1678  HISTORY     - 20050719 GOOD             SCGS
 DE1678
 DE1678                          STATION DESCRIPTION
 DE1678
 DE1678'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1678'5.6 KM (3.5 MI) NW FROM GIVHANS.
 DE1678'THE MARK IS 3.00 M BELOW HIGHWAY.
 DE1678'5.6 KILOMETERS (3.5 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 61 FROM
 DE1678'THE JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, SET NEAR THE LADDER OF A
 DE1678'WALKWAY LEADING TO A CONCRETE BUILDING (USGS STREAM FLOW HOUSE) IN THE
 DE1678'SOUTHWEST ANGLE OF A SAND ROAD LEADING SOUTHWEST BEFORE THE BRIDGE
 DE1678'OVER THE EDISTO RIVER, 15.3 METERS (50.2 FEET) SOUTHWEST OF THE
 DE1678'SOUTHEAST CORNER OF THE BRIDGE, 10.74 METERS (35.25 FEET)
 DE1678'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 7.63 METERS
 DE1678'(25.03 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE STREAM FLOW
 DE1678'HOUSE, 1.05 METERS (3.45 FEET) SOUTH-SOUTHEAST OF THE SOUTH END OF THE
 DE1678'CONCRETE LADDER STAND.
 DE1678'THE MARK IS 0.80 METERS  SE FROM A WITNESS POST.
 DE1678
 DE1678                          STATION RECOVERY (1993)
 DE1678
 DE1678'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1678'STATION IS LOCATED 6.5 MILES (10.5 KM) SOUTHWEST OF RIDGEVILLE, 8.1
 DE1678'MILES (13.0 KM) NORTHEAST OF COTTAGEVILLE. OWNERSHIP--SCDOT, DIRECTOR
 DE1678'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1678'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE1678'HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298 (WRIGHT ROAD) IN
 DE1678'GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE), GO WEST NORTHWEST
 DE1678'ON HIGHWAY 61 FOR 3.4 MILES (5.5 KM) TO A SAND ROAD LEFT (HIDEAWAY
 DE1678'DRIVE) JUST BEFORE THE BRIDGE OVER THE EDISTO RIVER, TURN LEFT ON THE
 DE1678'SAND ROAD TO THE STATION ON THE RIGHT NEAR THE LADDER AT A METAL
 DE1678'CATWALK LEADING TO A CONCRETE USGS STREAM FLOW HOUSE. STATION IS A
 DE1678'DISK ATTACHED TO A STAINLESS STEEL ROD SURROUNDED BY A PVC PIPE
 DE1678'PROJECTING 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) BELOW THE SAND
 DE1678'ROAD, 3.3 FEET (1.0 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE
 DE1678'CONCRETE FOUNDATION OF THE CATWALK, 36.0 FEET (11.0 M) NORTHWEST OF
 DE1678'THE CENTER OF THE SAND ROAD, 73.0 FEET (22.3 M) SOUTHWEST OF THE
 DE1678'CENTER OF THE HIGHWAY, 3.3 FEET (1.0 M) SOUTH SOUTHEAST OF A WITNESS
 DE1678'POST. RECOVERED BY T. HALL.
 DE1678
 DE1678                          STATION RECOVERY (2002)
 DE1678
 DE1678'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1678'STATION IS LOCATED 6.5 MILES SOUTHWEST OF RIDGEVILLE, 15.2 MILES
 DE1678'SOUTHEAST OF SAINT
 DE1678'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1678'COLUMBIA,
 DE1678'SC 29202, PHONE 803-737-1350.
 DE1678'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE1678'STATE ROAD 298
 DE1678'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE1678'NORTHWEST ON
 DE1678'HIGHWAY 61 FOR 3.4 MILES TO THE STATION ON THE LEFT IN THE WEST ANGLE
 DE1678'OF AN ASPHALT AND
 DE1678'SAND ROAD LEADING SOUTHWEST AND NEAR THE SOUTH CORNER OF THE BRIDGE
 DE1678'OVER THE
 DE1678'EDISTO RIVER AND NEAR THE LADDER AT A CATWALK LEADING TO A CONCRETE
 DE1678'U.S.G.S STREAM
 DE1678'FLOW HOUSE.
 DE1678'STATION IS A DISK ATTACHED TO A GALVANIZED ROD RECESSED 0.2 FOOT AND
 DE1678'12.0 FEET
 DE1678'BELOW THE HIGHWAY, 34.9 FEET NORTHWEST OF THE CENTER OF THE
 DE1678'ASPHALT/SAND
 DE1678'ROAD LEADING SOUTHWEST, 3.4 FEET SOUTH SOUTHEAST OF THE SOUTH CORNER
 DE1678'OF A
 DE1678'CONCRETE FOUNDATION SUPPORTING A LADDER TO THE USGS STREAM FLOW HOUSE,
 DE1678'3.4
 DE1678'FEET SOUTH SOUTHEAST OF A WITNESS POST.
 DE1678'RECOVERED BY T. HALL.
 DE1678' 
 DE1678' 
 DE1678' 
 DE1678' 
 DE1678' 
 DE1678' 
 DE1678' 
 DE1678' 
 DE1678' 
 DE1678' 
 DE1678' 
 DE1678'
 DE1678
 DE1678                          STATION RECOVERY (2003)
 DE1678
 DE1678'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1678'RECOVERED IN GOOD CONDITION.
 DE1678
 DE1678                          STATION RECOVERY (2005)
 DE1678
 DE1678'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DE1678'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1677 ***********************************************************************
 DE1677  TIDAL BM    -  This is a Tidal Bench Mark.
 DE1677  DESIGNATION -  866 3931 D TIDAL
 DE1677  PID         -  DE1677
 DE1677  STATE/COUNTY-  SC/DORCHESTER
 DE1677  USGS QUAD   -  MAPLE CANE SWAMP (1979)
 DE1677
 DE1677                         *CURRENT SURVEY CONTROL
 DE1677  ___________________________________________________________________
 DE1677* NAD 83(1986)-  33 01 38.     (N)    080 23 27.     (W)     SCALED    
 DE1677* NAVD 88     -        14.847  (meters)      48.71   (feet)  ADJUSTED  
 DE1677  ___________________________________________________________________
 DE1677  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DE1677  DYNAMIC HT  -          14.831 (meters)      48.66  (feet)  COMP
 DE1677  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DE1677
 DE1677  VERT ORDER  -  FIRST     CLASS II
 DE1677
 DE1677.The horizontal coordinates were scaled from a topographic map and have
 DE1677.an estimated accuracy of +/- 6 seconds.
 DE1677
 DE1677.The orthometric height was determined by differential leveling
 DE1677.and adjusted by the National Geodetic Survey in June 1991..
 DE1677
 DE1677.This Tidal Bench Mark is designated as VM 10553
 DE1677.by the Center for Operational Oceanographic Products and Services.
 DE1677
 DE1677.The geoid height was determined by GEOID03.
 DE1677
 DE1677.The dynamic height is computed by dividing the NAVD 88
 DE1677.geopotential number by the normal gravity value computed on the
 DE1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1677.degrees latitude (g = 980.6199 gals.).
 DE1677
 DE1677.The modeled gravity was interpolated from observed gravity values.
 DE1677
 DE1677;                    North         East    Units  Estimated Accuracy
 DE1677;SPC SC       -   132,570.      666,500.      MT  (+/- 180 meters Scaled)
 DE1677
 DE1677                          SUPERSEDED SURVEY CONTROL
 DE1677
 DE1677  NGVD 29 (03/21/89)   15.142  (m)           49.68   (f) ADJUSTED    1 2
 DE1677
 DE1677.Superseded values are not recommended for survey control.
 DE1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1677.See file dsdata.txt to determine how the superseded data were derived.
 DE1677
 DE1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS568544(NAD 83)
 DE1677_MARKER: DJ = TIDAL STATION DISK
 DE1677_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DE1677_SP_SET: GALVANIZED STEEL ROD
 DE1677_STAMPING: 3931 D 1977
 DE1677_MARK LOGO: NOS   
 DE1677_PROJECTION: FLUSH
 DE1677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1677+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 DE1677
 DE1677  HISTORY     - Date     Condition        Report By
 DE1677  HISTORY     - 1977     MONUMENTED       NOS
 DE1677  HISTORY     - 1985     GOOD             SCGS
 DE1677  HISTORY     - 19930818 GOOD             SCGS
 DE1677  HISTORY     - 20020918 GOOD             SCGS
 DE1677  HISTORY     - 20030618 GOOD             USPSQD
 DE1677  HISTORY     - 20050719 GOOD             SCGS
 DE1677
 DE1677                          STATION DESCRIPTION
 DE1677
 DE1677'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1677'5.55 KM (3.45 MI) NW FROM GIVHANS.
 DE1677'THE MARK IS 0.30 M BELOW HIGHWAY.
 DE1677'5.55 KILOMETERS (3.45 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 61 FROM
 DE1677'THE JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, SET NEAR A BLAZED 10-INCH
 DE1677'PINE TREE BEFORE THE BRIDGE OVER THE EDISTO RIVER, 75.4 METERS (247.38
 DE1677'FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE,
 DE1677'14.8 METERS (48.56 FEET) WEST-SOUTHWEST OF A LONE 60-INCH CHESTNUT OAK
 DE1677'TREE, 10.6 METERS (34.78 FEET) SOUTH-SOUTHWEST OF A WIRE FENCE,
 DE1677'9.25 METERS (30.35 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 DE1677'HIGHWAY, 2.75 METERS (9.02 FEET) SOUTHEAST OF THE BLAZED 10-INCH PINE
 DE1677'TREE, AND SET ON THE TOP OF A GALVANIZED STEEL ROD DRIVEN TO REFUSAL
 DE1677'OF 2.44 METERS FLUSH WITH THE GROUND.
 DE1677'THE MARK IS 0.77 METERS  WNW FROM A WITNESS POST.
 DE1677
 DE1677                          STATION RECOVERY (1993)
 DE1677
 DE1677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1677'STATION IS LOCATED 6.5 MILES (10.5 KM) SOUTHWEST OF RIDGEVILLE, 8.1
 DE1677'MILES (13.0 KM) NORTHEAST OF COTTAGEVILLE. OWNERSHIP--SCDOT, DIRECTOR
 DE1677'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1677'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE1677'HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298 (WRIGHT ROAD) IN
 DE1677'GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE), GO WEST NORTHWEST
 DE1677'ON HIGHWAY 61 FOR 3.35 MILE (5.39 KM) TO THE STATION ON THE RIGHT AT
 DE1677'THE WOODS LINE, 0.05 MILE (0.08 KM) EAST OF THE EAST END OF THE
 DE1677'BRIDGE OVER THE EDISTO RIVER (COLLETON COUNTY LINE). STATION IS A
 DE1677'DISK ATTACHED TO A STAINLESS STEEL ROD SURROUNDED BY A PVC PIPE FLUSH
 DE1677'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 30.2 FEET (9.2 M) NORTH
 DE1677'NORTHEAST OF THE CENTER OF THE HIGHWAY, 248.0 FEET (75.6 M) EAST OF
 DE1677'BENCH MARK 5 RFJ AT THE SOUTHEAST CORNER OF THE BRIDGE, 2.4 FEET
 DE1677'(0.7 M) WEST NORTHWEST OF A WITNESS POST. RECOVERED BY T. HALL.
 DE1677
 DE1677                          STATION RECOVERY (2002)
 DE1677
 DE1677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1677'STATION IS LOCATED 6.45 MILES SOUTHWEST OF RIDGEVILLE, 15.25 MILES
 DE1677'SOUTHEAST OF SAINT
 DE1677'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1677'COLUMBIA,
 DE1677'SC 29202, PHONE 803-737-1350.
 DE1677'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE1677'STATE ROAD 298
 DE1677'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE1677'NORTHWEST ON
 DE1677'HIGHWAY 61 FOR 3.35 MILES TO THE STATION ON THE RIGHT ON THE HIGHWAY
 DE1677'SHOULDER NEAR
 DE1677'THE TREE LINE AND APPROXIMATELY 250 FEET SOUTHEAST OF THE EAST END OF
 DE1677'THE BRIDGE OVER
 DE1677'THE EDISTO RIVER.
 DE1677'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DE1677'HIGHWAY, 30.2
 DE1677'FEET NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 9.0 FEET SOUTHEAST
 DE1677'OF A 1.0-FOOT
 DE1677'PINE TREE WITH A STATE PARK PROPERTY NO HUNTING SIGN ATTACHED, 0.9
 DE1677'FOOT SOUTH
 DE1677'SOUTHWEST OF A WITNESS POST.
 DE1677'RECOVERED BY T. HALL.
 DE1677' 
 DE1677' 
 DE1677' 
 DE1677' 
 DE1677' 
 DE1677' 
 DE1677' 
 DE1677' 
 DE1677' 
 DE1677' 
 DE1677' 
 DE1677' 
 DE1677'
 DE1677
 DE1677                          STATION RECOVERY (2003)
 DE1677
 DE1677'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1677'RECOVERED IN GOOD CONDITION.
 DE1677
 DE1677                          STATION RECOVERY (2005)
 DE1677
 DE1677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DE1677'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE1674 ***********************************************************************
 DE1674  TIDAL BM    -  This is a Tidal Bench Mark.
 DE1674  DESIGNATION -  866 3931 E TIDAL
 DE1674  PID         -  DE1674
 DE1674  STATE/COUNTY-  SC/DORCHESTER
 DE1674  USGS QUAD   -  MAPLE CANE SWAMP (1979)
 DE1674
 DE1674                         *CURRENT SURVEY CONTROL
 DE1674  ___________________________________________________________________
 DE1674* NAD 83(1986)-  33 01 35.     (N)    080 23 25.     (W)     SCALED    
 DE1674* NAVD 88     -        16.788  (meters)      55.08   (feet)  ADJUSTED  
 DE1674  ___________________________________________________________________
 DE1674  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DE1674  DYNAMIC HT  -          16.770 (meters)      55.02  (feet)  COMP
 DE1674  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DE1674
 DE1674  VERT ORDER  -  FIRST     CLASS II
 DE1674
 DE1674.The horizontal coordinates were scaled from a topographic map and have
 DE1674.an estimated accuracy of +/- 6 seconds.
 DE1674
 DE1674.The orthometric height was determined by differential leveling
 DE1674.and adjusted by the National Geodetic Survey in June 1991..
 DE1674
 DE1674.This Tidal Bench Mark is designated as VM 10554
 DE1674.by the Center for Operational Oceanographic Products and Services.
 DE1674
 DE1674.The geoid height was determined by GEOID03.
 DE1674
 DE1674.The dynamic height is computed by dividing the NAVD 88
 DE1674.geopotential number by the normal gravity value computed on the
 DE1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1674.degrees latitude (g = 980.6199 gals.).
 DE1674
 DE1674.The modeled gravity was interpolated from observed gravity values.
 DE1674
 DE1674;                    North         East    Units  Estimated Accuracy
 DE1674;SPC SC       -   132,480.      666,560.      MT  (+/- 180 meters Scaled)
 DE1674
 DE1674                          SUPERSEDED SURVEY CONTROL
 DE1674
 DE1674  NGVD 29 (03/21/89)   17.083  (m)           56.05   (f) ADJUSTED    1 2
 DE1674
 DE1674.Superseded values are not recommended for survey control.
 DE1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE1674.See file dsdata.txt to determine how the superseded data were derived.
 DE1674
 DE1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS569543(NAD 83)
 DE1674_MARKER: DJ = TIDAL STATION DISK
 DE1674_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DE1674_SP_SET: GALVANIZED STEEL ROD
 DE1674_STAMPING: 3931 E 1977
 DE1674_MARK LOGO: NOS   
 DE1674_PROJECTION: FLUSH
 DE1674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1674+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 DE1674
 DE1674  HISTORY     - Date     Condition        Report By
 DE1674  HISTORY     - 1977     MONUMENTED       NOS
 DE1674  HISTORY     - 1985     GOOD             SCGS
 DE1674  HISTORY     - 19930818 GOOD             SCGS
 DE1674  HISTORY     - 20020918 GOOD             SCGS
 DE1674  HISTORY     - 20030618 GOOD             USPSQD
 DE1674  HISTORY     - 20050719 GOOD             SCGS
 DE1674
 DE1674                          STATION DESCRIPTION
 DE1674
 DE1674'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DE1674'5.5 KM (3.4 MI) NW FROM GIVHANS.
 DE1674'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DE1674'5.5 KILOMETERS (3.4 MILES) NORTHWESTERLY ALONG STATE HIGHWAY 61 FROM
 DE1674'THE JUNCTION OF STATE HIGHWAY 27 IN GIVHANS, SET NEAR A CHAIN LINK
 DE1674'FENCE CORNER IN THE SOUTHEAST ANGLE OF A GRASS DRIVE LEADING TO A
 DE1674'ONE-STORY BRICK HOUSE WITH A TWO STALL GARAGE UNDER THE HOUSE,
 DE1674'11.6 METERS (38.06 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 DE1674'HIGHWAY, 5.75 METERS (18.86 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 DE1674'CENTER OF THE GRASS DRIVE, 6.32 METERS (20.73 FEET) NORTH-NORTHWEST OF
 DE1674'A POWER POLE WITH ONE GUY WIRE, 4.25 METERS (13.94 FEET) NORTH OF THE
 DE1674'FENCE CORNER, 3.7 METERS (12.14 FEET) NORTHEAST OF A LONE 8-INCH OAK
 DE1674'TREE ON THE OUTSIDE OF THE CHAIN LINK FENCE, AND SET ON THE TOP OF A
 DE1674'GALVANIZED STEEL ROD DRIVEN TO REFUSAL OF 2.44 METERS FLUSH WITH THE
 DE1674'GROUND.
 DE1674
 DE1674                          STATION RECOVERY (1993)
 DE1674
 DE1674'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 DE1674'STATION IS LOCATED 6.5 MILES (10.5 KM) SOUTHWEST OF RIDGEVILLE, 8.1
 DE1674'MILES (13.0 KM) NORTHEAST OF COTTAGEVILLE. OWNERSHIP--SCDOT, DIRECTOR
 DE1674'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 DE1674'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE1674'HIGHWAYS 61, 27 (GIVHANS ROAD) AND STATE ROAD 298 (WRIGHT ROAD) IN
 DE1674'GIVHANS (5.9 MILES SOUTH SOUTHWEST OF RIDGEVILLE), GO WEST NORTHWEST
 DE1674'ON HIGHWAY 61 FOR 3.3 MILES (5.3 KM) TO A DRIVEWAY LEFT WITH A LOCKED
 DE1674'CHAIN LINK GATE AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 DE1674'DRIVEWAY, 0.1 MILE (0.2 KM) EAST OF THE EAST END OF THE BRIDGE OVER
 DE1674'THE EDISTO RIVER (COLLETON COUNTY LINE). STATION IS A DISK ATTACHED
 DE1674'TO A STAINLESS STEEL ROD SURROUNDED BY A PVC PIPE FLUSH WITH THE
 DE1674'GROUND AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 14.0 FEET (4.3 M)
 DE1674'SOUTH SOUTHEAST OF THE EAST END OF 1.8-FOOT CONCRETE PIPE CULVERT
 DE1674'BENEATH THE DRIVEWAY, 37.3 FEET (11.4 M) SOUTH SOUTHWEST OF THE
 DE1674'CENTER OF THE HIGHWAY, 18.1 FEET (5.5 M) EAST SOUTHEAST OF THE CENTER
 DE1674'OF THE DRIVEWAY, 13.0 FEET (4.0 M) NORTHEAST OF A CHAIN LINK FENCE
 DE1674'CORNER POST, 20.4 FEET (6.2 M) NORTH NORTHWEST OF A POWER POLE WITH
 DE1674'TWO GUY WIRES, 21.3 FEET (6.5 M) NORTH NORTHWEST OF A TELEPHONE
 DE1674'JUNCTION BOX P/1521, 12.0 FEET (3.7 M) NORTH NORTHEAST OF A WITNESS
 DE1674'POST. RECOVERED BY T. HALL.
 DE1674
 DE1674                          STATION RECOVERY (2002)
 DE1674
 DE1674'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE1674'STATION IS LOCATED 6.45 MILES SOUTHWEST OF RIDGEVILLE, 15.3 MILES
 DE1674'SOUTHEAST OF SAINT
 DE1674'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 DE1674'COLUMBIA,
 DE1674'SC 29202, PHONE 803-737-1350.
 DE1674'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61, 27 AND
 DE1674'STATE ROAD 298
 DE1674'(WRIGHT ROAD) IN GIVHANS COMMUNITY, 5.9  MILES SOUTH OF RIDGEVILLE, GO
 DE1674'NORTHWEST ON
 DE1674'HIGHWAY 61 FOR 3.3 MILES TO THE STATION ON THE LEFT NEAR A POWER POLE
 DE1674'IN THE SOUTHEAST
 DE1674'ANGLE OF A DRIVEWAY LEADING TO A LOCKED CHAIN LINK FENCE GATE.
 DE1674'STATION IS A DISK ATTACHED TO A GALVANIZED ROD FLUSH WITH THE GROUND
 DE1674'AND 0.5
 DE1674'FOOT ABOVE THE HIGHWAY, 37.4 FEET SOUTH SOUTHWEST OF THE CENTER OF THE
 DE1674'HIGHWAY, 21.5 FEET NORTH NORTHWEST OF A TELEPHONE JUNCTION BOX P/1521,
 DE1674'20.3
 DE1674'FEET NORTH NORTHWEST OF THE POWER POLE WITH TWO GUY WIRES, 13.7 FEET
 DE1674'NORTH
 DE1674'OF THE EAST CORNER POST OF THE CHAIN LINK FENCE, 14.7 FEET SOUTH OF
 DE1674'THE
 DE1674'SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE
 DE1674'DRIVEWAY, 11.9
 DE1674'FEET NORTH NORTHEAST OF A WITNESS POST.
 DE1674'NOTE-STATION IS CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 DE1674'RECOVERED BY T. HALL.
 DE1674' 
 DE1674' 
 DE1674' 
 DE1674' 
 DE1674' 
 DE1674' 
 DE1674' 
 DE1674' 
 DE1674' 
 DE1674' 
 DE1674' 
 DE1674'
 DE1674
 DE1674                          STATION RECOVERY (2003)
 DE1674
 DE1674'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 DE1674'RECOVERED IN GOOD CONDITION.
 DE1674
 DE1674                          STATION RECOVERY (2005)
 DE1674
 DE1674'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 DE1674'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1303 ***********************************************************************
 DD1303  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1303  DESIGNATION -  866 4022 A TIDAL
 DD1303  PID         -  DD1303
 DD1303  STATE/COUNTY-  SC/BERKELEY
 DD1303  USGS QUAD   -  KITTREDGE (1979)
 DD1303
 DD1303                         *CURRENT SURVEY CONTROL
 DD1303  ___________________________________________________________________
 DD1303* NAD 83(1986)-  33 00 30.     (N)    079 55 16.     (W)     SCALED    
 DD1303* NAVD 88     -         1.715  (meters)       5.63   (feet)  ADJUSTED  
 DD1303  ___________________________________________________________________
 DD1303  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DD1303  DYNAMIC HT  -           1.714 (meters)       5.62  (feet)  COMP
 DD1303  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 DD1303
 DD1303  VERT ORDER  -  FIRST     CLASS II
 DD1303
 DD1303.The horizontal coordinates were scaled from a topographic map and have
 DD1303.an estimated accuracy of +/- 6 seconds.
 DD1303
 DD1303.The orthometric height was determined by differential leveling
 DD1303.and adjusted by the National Geodetic Survey in June 1991..
 DD1303
 DD1303.This Tidal Bench Mark is designated as VM 606
 DD1303.by the Center for Operational Oceanographic Products and Services.
 DD1303
 DD1303.The geoid height was determined by GEOID03.
 DD1303
 DD1303.The dynamic height is computed by dividing the NAVD 88
 DD1303.geopotential number by the normal gravity value computed on the
 DD1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1303.degrees latitude (g = 980.6199 gals.).
 DD1303
 DD1303.The modeled gravity was interpolated from observed gravity values.
 DD1303
 DD1303;                    North         East    Units  Estimated Accuracy
 DD1303;SPC SC       -   130,830.      710,400.      MT  (+/- 180 meters Scaled)
 DD1303
 DD1303                          SUPERSEDED SURVEY CONTROL
 DD1303
 DD1303  NGVD 29 (03/21/89)    2.018  (m)            6.62   (f) ADJUSTED    1 2
 DD1303
 DD1303.Superseded values are not recommended for survey control.
 DD1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1303.See file dsdata.txt to determine how the superseded data were derived.
 DD1303
 DD1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS007527(NAD 83)
 DD1303_MARKER: DJ = TIDAL STATION DISK
 DD1303_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1303_SP_SET: COPPER-CLAD STEEL ROD
 DD1303_STAMPING: 4022 A 1976
 DD1303_MARK LOGO: NOS   
 DD1303_PROJECTION: FLUSH
 DD1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1303+STABILITY: POSITION/ELEVATION WELL
 DD1303_ROD/PIPE-DEPTH: 4.88 meters
 DD1303
 DD1303  HISTORY     - Date     Condition        Report By
 DD1303  HISTORY     - 1976     MONUMENTED       NOS
 DD1303  HISTORY     - 1985     GOOD             SCGS
 DD1303
 DD1303                          STATION DESCRIPTION
 DD1303
 DD1303'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1303'17.2 KM (10.7 MI) ENE FROM GOOSE CREEK.
 DD1303'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1303'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 5.5
 DD1303'KILOMETERS (3.4 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503 TO THE
 DD1303'GENERAL DYNAMIC COMPANY, THENCE 0.25 KILOMETER (0.15 MILE) NORTHEAST
 DD1303'ALONG A PAVED ROAD LEADING TO A GUARD HOUSE AND A CHAIN LINK FENCE,
 DD1303'CONTINUE 0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG THE PAVED ROAD TO
 DD1303'THE END OF PAVEMENT, CONTINUE 0.25 KILOMETER (0.15 MILE) NORTHEAST
 DD1303'ALONG A SAND ROAD ALONG THE NORTH SIDE OF A LARGE STORAGE TANK TO A
 DD1303'BARGE DOCK, SET NEAR A POWER POLE WITH A YARD LIGHT ON THE NORTH SIDE
 DD1303'OF THE BARGE DOCK, 19.4 METERS (63.65 FEET) WEST-SOUTHWEST OF THE
 DD1303'APPROXIMATE EDGE OF THE RIVER, 14.62 METERS (47.97 FEET)
 DD1303'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE NORTH TRACK FOR A
 DD1303'LIFT, 32.55 METERS (106.79 FEET) WEST-NORTHWEST OF THE EAST END OF THE
 DD1303'NORTH TRACK FOR THE LIFT, 51.0 METERS (167.32 FEET) EAST-NORTHEAST OF
 DD1303'THE SOUTHEAST CORNER OF A SEVEN-FOOT HIGH STEEL BOX, 0.52 METER (1.71
 DD1303'FEET) EAST-NORTHEAST OF THE POWER POLE.
 DD1303'THE MARK IS 0.45 METERS  WSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1302 ***********************************************************************
 DD1302  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1302  DESIGNATION -  866 4022 B TIDAL
 DD1302  PID         -  DD1302
 DD1302  STATE/COUNTY-  SC/BERKELEY
 DD1302  USGS QUAD   -  KITTREDGE (1979)
 DD1302
 DD1302                         *CURRENT SURVEY CONTROL
 DD1302  ___________________________________________________________________
 DD1302* NAD 83(1986)-  33 00 31.     (N)    079 55 21.     (W)     SCALED    
 DD1302* NAVD 88     -         2.029  (meters)       6.66   (feet)  ADJUSTED  
 DD1302  ___________________________________________________________________
 DD1302  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DD1302  DYNAMIC HT  -           2.026 (meters)       6.65  (feet)  COMP
 DD1302  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DD1302
 DD1302  VERT ORDER  -  FIRST     CLASS II
 DD1302
 DD1302.The horizontal coordinates were scaled from a topographic map and have
 DD1302.an estimated accuracy of +/- 6 seconds.
 DD1302
 DD1302.The orthometric height was determined by differential leveling
 DD1302.and adjusted by the National Geodetic Survey in June 1991..
 DD1302
 DD1302.This Tidal Bench Mark is designated as VM 607
 DD1302.by the Center for Operational Oceanographic Products and Services.
 DD1302
 DD1302.The geoid height was determined by GEOID03.
 DD1302
 DD1302.The dynamic height is computed by dividing the NAVD 88
 DD1302.geopotential number by the normal gravity value computed on the
 DD1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1302.degrees latitude (g = 980.6199 gals.).
 DD1302
 DD1302.The modeled gravity was interpolated from observed gravity values.
 DD1302
 DD1302;                    North         East    Units  Estimated Accuracy
 DD1302;SPC SC       -   130,860.      710,270.      MT  (+/- 180 meters Scaled)
 DD1302
 DD1302                          SUPERSEDED SURVEY CONTROL
 DD1302
 DD1302  NGVD 29 (03/21/89)    2.332  (m)            7.65   (f) ADJUSTED    1 2
 DD1302
 DD1302.Superseded values are not recommended for survey control.
 DD1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1302.See file dsdata.txt to determine how the superseded data were derived.
 DD1302
 DD1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS006527(NAD 83)
 DD1302_MARKER: DJ = TIDAL STATION DISK
 DD1302_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1302_SP_SET: COPPER-CLAD STEEL ROD
 DD1302_STAMPING: 4022 B 1976
 DD1302_MARK LOGO: NOS   
 DD1302_PROJECTION: FLUSH
 DD1302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1302+STABILITY: POSITION/ELEVATION WELL
 DD1302_ROD/PIPE-DEPTH: 4.88 meters
 DD1302
 DD1302  HISTORY     - Date     Condition        Report By
 DD1302  HISTORY     - 1976     MONUMENTED       NOS
 DD1302  HISTORY     - 1985     GOOD             SCGS
 DD1302
 DD1302                          STATION DESCRIPTION
 DD1302
 DD1302'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1302'17.0 KM (10.6 MI) ENE FROM GOOSE CREEK.
 DD1302'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1302'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 5.5
 DD1302'KILOMETERS (3.4 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503 TO THE
 DD1302'GENERAL DYNAMIC COMPANY, THENCE 0.25 KILOMETER (0.15 MILE) NORTHEAST
 DD1302'ALONG A PAVED ROAD LEADING TO A GUARD HOUSE AND A CHAIN LINK FENCE,
 DD1302'CONTINUE 0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG THE PAVED ROAD TO
 DD1302'THE END OF PAVEMENT, CONTINUE 0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG
 DD1302'A SAND ROAD TO THE NORTH SIDE OF A LARGE STORAGE TANK WITH A TRIANGLE
 DD1302'ETCHED ON THE SIDE, SET BETWEEN THE LARGE STORAGE TANK AND THE SAND
 DD1302'ROAD LEADING TO A BARGE DOCK, 20.2 METERS (66.27 FEET) WEST-NORTHWEST
 DD1302'OF THE NORTHERN MOST VALVE ON THE STORAGE TANK (MEASUREMENT WAS TAKEN
 DD1302'AROUND THE TANK), 4.6 METERS (15.09 FEET) SOUTH-SOUTHEAST OF THE
 DD1302'APPROXIMATE CENTER OF THE SAND ROAD, 0.63 METER (2.07 FEET) NORTH OF
 DD1302'THE TANK.
 DD1302'THE MARK IS 0.80 METERS  WNW FROM A WITNESS POST.
 DD1302'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DD1301 ***********************************************************************
 DD1301  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1301  DESIGNATION -  866 4022 C TIDAL
 DD1301  PID         -  DD1301
 DD1301  STATE/COUNTY-  SC/BERKELEY
 DD1301  USGS QUAD   -  KITTREDGE (1979)
 DD1301
 DD1301                         *CURRENT SURVEY CONTROL
 DD1301  ___________________________________________________________________
 DD1301* NAD 83(1986)-  33 00 34.     (N)    079 55 27.     (W)     SCALED    
 DD1301* NAVD 88     -         2.170  (meters)       7.12   (feet)  ADJUSTED  
 DD1301  ___________________________________________________________________
 DD1301  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DD1301  DYNAMIC HT  -           2.168 (meters)       7.11  (feet)  COMP
 DD1301  MODELED GRAV-     979,554.1   (mgal)                       NAVD 88
 DD1301
 DD1301  VERT ORDER  -  FIRST     CLASS II
 DD1301
 DD1301.The horizontal coordinates were scaled from a topographic map and have
 DD1301.an estimated accuracy of +/- 6 seconds.
 DD1301
 DD1301.The orthometric height was determined by differential leveling
 DD1301.and adjusted by the National Geodetic Survey in June 1991..
 DD1301
 DD1301.This Tidal Bench Mark is designated as VM 608
 DD1301.by the Center for Operational Oceanographic Products and Services.
 DD1301
 DD1301.The geoid height was determined by GEOID03.
 DD1301
 DD1301.The dynamic height is computed by dividing the NAVD 88
 DD1301.geopotential number by the normal gravity value computed on the
 DD1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1301.degrees latitude (g = 980.6199 gals.).
 DD1301
 DD1301.The modeled gravity was interpolated from observed gravity values.
 DD1301
 DD1301;                    North         East    Units  Estimated Accuracy
 DD1301;SPC SC       -   130,950.      710,110.      MT  (+/- 180 meters Scaled)
 DD1301
 DD1301                          SUPERSEDED SURVEY CONTROL
 DD1301
 DD1301  NGVD 29 (03/21/89)    2.473  (m)            8.11   (f) ADJUSTED    1 2
 DD1301
 DD1301.Superseded values are not recommended for survey control.
 DD1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD1301.See file dsdata.txt to determine how the superseded data were derived.
 DD1301
 DD1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS004528(NAD 83)
 DD1301_MARKER: DJ = TIDAL STATION DISK
 DD1301_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD1301_SP_SET: COPPER-CLAD STEEL ROD
 DD1301_STAMPING: 4022 C 1976
 DD1301_MARK LOGO: NOS   
 DD1301_PROJECTION: FLUSH
 DD1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DD1301+STABILITY: POSITION/ELEVATION WELL
 DD1301_ROD/PIPE-DEPTH: 3.66 meters
 DD1301
 DD1301  HISTORY     - Date     Condition        Report By
 DD1301  HISTORY     - 1976     MONUMENTED       NOS
 DD1301  HISTORY     - 1985     GOOD             SCGS
 DD1301
 DD1301                          STATION DESCRIPTION
 DD1301
 DD1301'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 DD1301'17.0 KM (10.6 MI) ENE FROM GOOSE CREEK.
 DD1301'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 DD1301'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 5.5
 DD1301'KILOMETERS (3.4 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503 TO THE
 DD1301'GENERAL DYNAMIC COMPANY, THENCE 0.25 KILOMETER (0.15 MILE) NORTHEAST
 DD1301'ALONG A PAVED ROAD LEADING TO A GUARD HOUSE AND A CHAIN LINK FENCE,
 DD1301'CONTINUE 0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG A PAVED ROAD TO THE
 DD1301'END OF PAVEMENT AND THE EAST END OF THE PLATE WELDING BUILDING, SET
 DD1301'NEAR THE NORTHEAST CORNER OF THE PLATE WELDING BUILDING, 59.0 METERS
 DD1301'(193.57 FEET) SOUTH-SOUTHEAST OF A CHAIN LINK FENCE, 12.3 METERS
 DD1301'(40.35 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD
 DD1301'THAT GOES AROUND THE BUILDING, 2.42 METERS (7.94 FEET) NORTH-NORTHWEST
 DD1301'OF THE NORTH FACE OF THE BUILDING, 5.71 METERS (18.73 FEET)
 DD1301'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING.
 DD1301'THE MARK IS 0.52 METERS  ENE FROM A WITNESS POST.
 DD1301'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0560 ***********************************************************************
 CJ0560  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0560  DESIGNATION -  866 4131 D TIDAL
 CJ0560  PID         -  CJ0560
 CJ0560  STATE/COUNTY-  SC/BERKELEY
 CJ0560  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0560
 CJ0560                         *CURRENT SURVEY CONTROL
 CJ0560  ___________________________________________________________________
 CJ0560* NAD 83(1986)-  32 59 39.     (N)    079 56 09.     (W)     SCALED    
 CJ0560* NAVD 88     -         2.240  (meters)       7.35   (feet)  ADJUSTED  
 CJ0560  ___________________________________________________________________
 CJ0560  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 CJ0560  DYNAMIC HT  -           2.238 (meters)       7.34  (feet)  COMP
 CJ0560  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 CJ0560
 CJ0560  VERT ORDER  -  FIRST     CLASS II
 CJ0560
 CJ0560.The horizontal coordinates were scaled from a topographic map and have
 CJ0560.an estimated accuracy of +/- 6 seconds.
 CJ0560
 CJ0560.The orthometric height was determined by differential leveling
 CJ0560.and adjusted by the National Geodetic Survey in June 1991..
 CJ0560
 CJ0560.This Tidal Bench Mark is designated as VM 4033
 CJ0560.by the Center for Operational Oceanographic Products and Services.
 CJ0560
 CJ0560.The geoid height was determined by GEOID03.
 CJ0560
 CJ0560.The dynamic height is computed by dividing the NAVD 88
 CJ0560.geopotential number by the normal gravity value computed on the
 CJ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0560.degrees latitude (g = 980.6199 gals.).
 CJ0560
 CJ0560.The modeled gravity was interpolated from observed gravity values.
 CJ0560
 CJ0560;                    North         East    Units  Estimated Accuracy
 CJ0560;SPC SC       -   129,250.      709,040.      MT  (+/- 180 meters Scaled)
 CJ0560
 CJ0560                          SUPERSEDED SURVEY CONTROL
 CJ0560
 CJ0560  NGVD 29 (03/21/89)    2.543  (m)            8.34   (f) ADJUSTED    1 2
 CJ0560
 CJ0560.Superseded values are not recommended for survey control.
 CJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0560.See file dsdata.txt to determine how the superseded data were derived.
 CJ0560
 CJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS994511(NAD 83)
 CJ0560_MARKER: DJ = TIDAL STATION DISK
 CJ0560_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0560_SP_SET: STAINLESS STEEL ROD
 CJ0560_STAMPING: 4131 D 1982
 CJ0560_MARK LOGO: NOS   
 CJ0560_PROJECTION: RECESSED 3 CENTIMETERS
 CJ0560_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0560+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 CJ0560_ROD/PIPE-DEPTH: 10.1 meters
 CJ0560
 CJ0560  HISTORY     - Date     Condition        Report By
 CJ0560  HISTORY     - 1982     MONUMENTED       NOS
 CJ0560  HISTORY     - 1985     GOOD             SCGS
 CJ0560  HISTORY     - 19910624 GOOD             SCGS
 CJ0560
 CJ0560                          STATION DESCRIPTION
 CJ0560
 CJ0560'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0560'9.25 KM (5.75 MI) EAST FROM GOOSE CREEK.
 CJ0560'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CJ0560'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 4.0
 CJ0560'KILOMETERS (2.5 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, FROM THIS
 CJ0560'POINT CONTINUE BY FOOT FOR APPROXIMATELY 1000 FEET SOUTHWEST THROUGH
 CJ0560'THE TIMBER TO THE RIVERS EDGE, SET NEAR A BLAZED 28-INCH OAK TREE AND
 CJ0560'A BLAZED 28-INCH PINE TREE, 47.5 METERS (155.84 FEET) NORTH-NORTHEAST
 CJ0560'OF STATION WIND, 8.65 METERS (28.38 FEET) EAST-SOUTHEAST OF THE BLAZED
 CJ0560'28-INCH OAK TREE, 8.05 METERS (26.41 FEET) NORTHWEST OF THE BLAZED
 CJ0560'28-INCH PINE TREE, 9.6 METERS (31.5 FEET) WEST OF A BLAZED 12-INCH OAK
 CJ0560'TREE, 10.2 METERS (33.46 FEET) EAST OF THE APPROXIMATE EDGE OF THE
 CJ0560'RIVER, AND SET ON THE TOP OF A STAINLESS STEEL ROD FLUSH WITH THE
 CJ0560'GROUND.
 CJ0560'THE MARK IS 0.75 METERS  SW FROM A WITNESS POST.
 CJ0560
 CJ0560                          STATION RECOVERY (1991)
 CJ0560
 CJ0560'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0560'STATION IS LOCATED 6.0 MILES (9.7 KM) EAST OF GOOSE CREEK, 8.5 MILES
 CJ0560'(13.7 KM) NORTH NORTHEAST OF NORTH CHARLESTON. OWNERSHIP--UNKNOWN.
 CJ0560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 (RIVERS
 CJ0560'AVENUE), 176 AND STATE ROAD 37 (RED BANK ROAD) IN GOOSE CREEK, GO
 CJ0560'SOUTHEAST ON ROAD 37 FOR 3.8 MILES (6.1 KM) TO THE JUNCTION OF STATE
 CJ0560'ROAD 503 (BUSHY PARK ROAD), TURN LEFT ON ROAD 503 FOR 2.5 MILES
 CJ0560'(4.0 KM) TO THE END OF TRUCK TRAVEL, PROCEED WEST BY FOOT FOR
 CJ0560'1500-FEET TO THE EDGE OF THE RIVER AND A BLAZED LIVE OAK TREE.
 CJ0560'STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED 1-INCH,
 CJ0560'28.8 FEET (8.8 M) EAST SOUTHEAST OF A BLAZED 18-INCH LIVE OAK TREE AT
 CJ0560'THE EDGE OF THE BANK, 10.7 FEET (3.3 M) SOUTH OF A 10-INCH SWEETGUM
 CJ0560'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 7.9 FEET (2.4 M)
 CJ0560'NORTHEAST OF A 14-INCH PIN OAK TREE WITH A SCGS REFERENCE WASHER
 CJ0560'ATTACHED, 2.5 FEET (0.8 M) SOUTHWEST OF A WITNESS POST, 4.1 FEET
 CJ0560'(1.2 M) NORTHEAST OF A WITNESS POST.
 CJ0560'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0558 ***********************************************************************
 CJ0558  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0558  DESIGNATION -  866 4131 F TIDAL
 CJ0558  PID         -  CJ0558
 CJ0558  STATE/COUNTY-  SC/BERKELEY
 CJ0558  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0558
 CJ0558                         *CURRENT SURVEY CONTROL
 CJ0558  ___________________________________________________________________
 CJ0558* NAD 83(1986)-  32 59 38.     (N)    079 56 01.     (W)     SCALED    
 CJ0558* NAVD 88     -         3.556  (meters)      11.67   (feet)  ADJUSTED  
 CJ0558  ___________________________________________________________________
 CJ0558  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 CJ0558  DYNAMIC HT  -           3.553 (meters)      11.66  (feet)  COMP
 CJ0558  MODELED GRAV-     979,556.6   (mgal)                       NAVD 88
 CJ0558
 CJ0558  VERT ORDER  -  FIRST     CLASS II
 CJ0558
 CJ0558.The horizontal coordinates were scaled from a topographic map and have
 CJ0558.an estimated accuracy of +/- 6 seconds.
 CJ0558
 CJ0558.The orthometric height was determined by differential leveling
 CJ0558.and adjusted by the National Geodetic Survey in June 1991..
 CJ0558
 CJ0558.This Tidal Bench Mark is designated as VM 4034
 CJ0558.by the Center for Operational Oceanographic Products and Services.
 CJ0558
 CJ0558.The geoid height was determined by GEOID03.
 CJ0558
 CJ0558.The dynamic height is computed by dividing the NAVD 88
 CJ0558.geopotential number by the normal gravity value computed on the
 CJ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0558.degrees latitude (g = 980.6199 gals.).
 CJ0558
 CJ0558.The modeled gravity was interpolated from observed gravity values.
 CJ0558
 CJ0558;                    North         East    Units  Estimated Accuracy
 CJ0558;SPC SC       -   129,220.      709,250.      MT  (+/- 180 meters Scaled)
 CJ0558
 CJ0558                          SUPERSEDED SURVEY CONTROL
 CJ0558
 CJ0558  NGVD 29 (03/21/89)    3.859  (m)           12.66   (f) ADJUSTED    1 2
 CJ0558
 CJ0558.Superseded values are not recommended for survey control.
 CJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0558.See file dsdata.txt to determine how the superseded data were derived.
 CJ0558
 CJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS996511(NAD 83)
 CJ0558_MARKER: DJ = TIDAL STATION DISK
 CJ0558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0558_SP_SET: STAINLESS STEEL ROD
 CJ0558_STAMPING: 4131 F 1982
 CJ0558_MARK LOGO: NOS   
 CJ0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0558+STABILITY: POSITION/ELEVATION WELL
 CJ0558
 CJ0558  HISTORY     - Date     Condition        Report By
 CJ0558  HISTORY     - 1982     MONUMENTED       NOS
 CJ0558  HISTORY     - 1985     GOOD             SCGS
 CJ0558
 CJ0558                          STATION DESCRIPTION
 CJ0558
 CJ0558'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0558'9.25 KM (5.75 MI) EAST FROM GOOSE CREEK.
 CJ0558'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CJ0558'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 4.0
 CJ0558'KILOMETERS (2.5 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, SET NEAR A
 CJ0558'POWER POLE JUST PAST A CURVE IN THE ROAD, 71.7 METERS (235.24 FEET)
 CJ0558'SOUTHEAST OF 866 4131 G TIDAL, 23.5 METERS (77.1 FEET) WEST-NORTHWEST
 CJ0558'OF THE CENTERLINE OF THE COUNTY ROAD, 2.32 METERS (7.61 FEET)
 CJ0558'EAST-SOUTHEAST OF POWER POLE NUMBER 30, AND SET ON THE TOP OF A
 CJ0558'STAINLESS STEEL ROD FLUSH WITH THE GROUND.
 CJ0558'THE MARK IS 1.30 METERS  WNW FROM A WITNESS POST.
 CJ0558'THE MARK IS 1.22 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0559 ***********************************************************************
 CJ0559  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0559  DESIGNATION -  866 4131 G TIDAL
 CJ0559  PID         -  CJ0559
 CJ0559  STATE/COUNTY-  SC/BERKELEY
 CJ0559  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0559
 CJ0559                         *CURRENT SURVEY CONTROL
 CJ0559  ___________________________________________________________________
 CJ0559* NAD 83(1986)-  32 59 40.     (N)    079 56 03.     (W)     SCALED    
 CJ0559* NAVD 88     -         3.065  (meters)      10.06   (feet)  ADJUSTED  
 CJ0559  ___________________________________________________________________
 CJ0559  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 CJ0559  DYNAMIC HT  -           3.061 (meters)      10.04  (feet)  COMP
 CJ0559  MODELED GRAV-     979,556.6   (mgal)                       NAVD 88
 CJ0559
 CJ0559  VERT ORDER  -  FIRST     CLASS II
 CJ0559
 CJ0559.The horizontal coordinates were scaled from a topographic map and have
 CJ0559.an estimated accuracy of +/- 6 seconds.
 CJ0559
 CJ0559.The orthometric height was determined by differential leveling
 CJ0559.and adjusted by the National Geodetic Survey in June 1991..
 CJ0559
 CJ0559.This Tidal Bench Mark is designated as VM 4035
 CJ0559.by the Center for Operational Oceanographic Products and Services.
 CJ0559
 CJ0559.The geoid height was determined by GEOID03.
 CJ0559
 CJ0559.The dynamic height is computed by dividing the NAVD 88
 CJ0559.geopotential number by the normal gravity value computed on the
 CJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0559.degrees latitude (g = 980.6199 gals.).
 CJ0559
 CJ0559.The modeled gravity was interpolated from observed gravity values.
 CJ0559
 CJ0559;                    North         East    Units  Estimated Accuracy
 CJ0559;SPC SC       -   129,280.      709,200.      MT  (+/- 180 meters Scaled)
 CJ0559
 CJ0559                          SUPERSEDED SURVEY CONTROL
 CJ0559
 CJ0559  NGVD 29 (03/21/89)    3.367  (m)           11.05   (f) ADJUSTED    1 2
 CJ0559
 CJ0559.Superseded values are not recommended for survey control.
 CJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0559.See file dsdata.txt to determine how the superseded data were derived.
 CJ0559
 CJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS995511(NAD 83)
 CJ0559_MARKER: DJ = TIDAL STATION DISK
 CJ0559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0559_SP_SET: STAINLESS STEEL ROD
 CJ0559_STAMPING: 4131 G 1982
 CJ0559_MARK LOGO: NOS   
 CJ0559_PROJECTION: FLUSH
 CJ0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0559+STABILITY: POSITION/ELEVATION WELL
 CJ0559_ROD/PIPE-DEPTH: 8.53 meters
 CJ0559
 CJ0559  HISTORY     - Date     Condition        Report By
 CJ0559  HISTORY     - 1982     MONUMENTED       NOS
 CJ0559  HISTORY     - 1985     GOOD             SCGS
 CJ0559
 CJ0559                          STATION DESCRIPTION
 CJ0559
 CJ0559'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0559'9.25 KM (5.75 MI) EAST FROM GOOSE CREEK.
 CJ0559'9.25 KILOMETERS (5.75 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29
 CJ0559'(RED BANK ROAD) FROM THE GOOSE CREEK POST OFFICE, THENCE 4.0
 CJ0559'KILOMETERS (2.5 MILES) NORTHERLY ALONG COUNTY ROAD S-8-503, FROM THIS
 CJ0559'POINT CONTINUE BY FOOT FOR APPROXIMATELY 230 FEET NORTHWEST ACROSS
 CJ0559'TALL WEEDS TO THE EDGE OF A TIMBER LINE, SET NEAR A LONE BLAZED TWIN
 CJ0559'TRUNK OAK TREE AT THE EDGE OF THE TIMBER LINE, 70.0 METERS (229.66
 CJ0559'FEET) NORTH-NORTHWEST OF POWER POLE NUMBER 30, 16.4 METERS (53.81
 CJ0559'FEET) EAST-NORTHEAST OF A BLAZED 48-INCH PINE TREE, 6.13 METERS (20.11
 CJ0559'FEET) EAST-SOUTHEAST OF THE BLAZED TWIN TRUNK OAK TREE.
 CJ0559'THE MARK IS 1.98 METERS  SSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0257 ***********************************************************************
 CJ0257  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0257  DESIGNATION -  866 4442 TIDAL 1
 CJ0257  PID         -  CJ0257
 CJ0257  STATE/COUNTY-  SC/CHARLESTON
 CJ0257  USGS QUAD   -  SEWEE BAY (1992)
 CJ0257
 CJ0257                         *CURRENT SURVEY CONTROL
 CJ0257  ___________________________________________________________________
 CJ0257* NAD 83(1986)-  32 56 36.     (N)    079 39 20.     (W)     SCALED    
 CJ0257* NAVD 88     -         2.380  (meters)       7.81   (feet)  ADJUSTED  
 CJ0257  ___________________________________________________________________
 CJ0257  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 CJ0257  DYNAMIC HT  -           2.377 (meters)       7.80  (feet)  COMP
 CJ0257  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 CJ0257
 CJ0257  VERT ORDER  -  FIRST     CLASS II
 CJ0257
 CJ0257.The horizontal coordinates were scaled from a topographic map and have
 CJ0257.an estimated accuracy of +/- 6 seconds.
 CJ0257
 CJ0257.The orthometric height was determined by differential leveling
 CJ0257.and adjusted by the National Geodetic Survey in June 1991..
 CJ0257
 CJ0257.This Tidal Bench Mark is designated as VM 4036
 CJ0257.by the Center for Operational Oceanographic Products and Services.
 CJ0257
 CJ0257.The geoid height was determined by GEOID03.
 CJ0257
 CJ0257.The dynamic height is computed by dividing the NAVD 88
 CJ0257.geopotential number by the normal gravity value computed on the
 CJ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0257.degrees latitude (g = 980.6199 gals.).
 CJ0257
 CJ0257.The modeled gravity was interpolated from observed gravity values.
 CJ0257
 CJ0257;                    North         East    Units  Estimated Accuracy
 CJ0257;SPC SC       -   123,920.      735,300.      MT  (+/- 180 meters Scaled)
 CJ0257
 CJ0257                          SUPERSEDED SURVEY CONTROL
 CJ0257
 CJ0257  NGVD 29 (03/21/89)    2.675  (m)            8.78   (f) ADJUSTED    1 2
 CJ0257
 CJ0257.Superseded values are not recommended for survey control.
 CJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0257.See file dsdata.txt to determine how the superseded data were derived.
 CJ0257
 CJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS256458(NAD 83)
 CJ0257_MARKER: DB = BENCH MARK DISK
 CJ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0257_SP_SET: CONCRETE POST
 CJ0257_STAMPING: 1 1935
 CJ0257_PROJECTION: PROJECTING 10 CENTIMETERS
 CJ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0257+STABILITY: SURFACE MOTION
 CJ0257
 CJ0257  HISTORY     - Date     Condition        Report By
 CJ0257  HISTORY     - 1935     MONUMENTED       CGS
 CJ0257  HISTORY     - 1979     GOOD             NGS
 CJ0257  HISTORY     - 19910603 MARK NOT FOUND   USPSQD
 CJ0257  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0257
 CJ0257                          STATION DESCRIPTION
 CJ0257
 CJ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0257'17.9 MI NE FROM MOUNT PLEASANT.
 CJ0257'12.8 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0257'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 3.4 MILES SOUTHEAST ALONG
 CJ0257'SEWEE ROAD, AND THENCE 1.7 MILES SOUTHEAST ALONG A PAVED ROAD TO
 CJ0257'MOORES LANDING.  SET AT THE CAPE ROMAIN NATIONAL WILDLIFE REFUGE,
 CJ0257'142 FEET NORTHEAST OF BENCH MARK 3, AND 22 FEET SOUTHEAST OF THE EDGE
 CJ0257'OF THE WOODS.
 CJ0257'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CJ0257'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0257
 CJ0257                          STATION RECOVERY (1991)
 CJ0257
 CJ0257'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0257'MARK NOT FOUND.
 CJ0257
 CJ0257                          STATION RECOVERY (1992)
 CJ0257
 CJ0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0257'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0258 ***********************************************************************
 CJ0258  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0258  DESIGNATION -  866 4442 TIDAL 2
 CJ0258  PID         -  CJ0258
 CJ0258  STATE/COUNTY-  SC/CHARLESTON
 CJ0258  USGS QUAD   -  SEWEE BAY (1992)
 CJ0258
 CJ0258                         *CURRENT SURVEY CONTROL
 CJ0258  ___________________________________________________________________
 CJ0258* NAD 83(1986)-  32 56 37.     (N)    079 39 18.     (W)     SCALED    
 CJ0258* NAVD 88     -         2.095  (meters)       6.87   (feet)  ADJUSTED  
 CJ0258  ___________________________________________________________________
 CJ0258  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 CJ0258  DYNAMIC HT  -           2.093 (meters)       6.87  (feet)  COMP
 CJ0258  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 CJ0258
 CJ0258  VERT ORDER  -  FIRST     CLASS II
 CJ0258
 CJ0258.The horizontal coordinates were scaled from a topographic map and have
 CJ0258.an estimated accuracy of +/- 6 seconds.
 CJ0258
 CJ0258.The orthometric height was determined by differential leveling
 CJ0258.and adjusted by the National Geodetic Survey in June 1991..
 CJ0258
 CJ0258.This Tidal Bench Mark is designated as VM 4037
 CJ0258.by the Center for Operational Oceanographic Products and Services.
 CJ0258
 CJ0258.The geoid height was determined by GEOID03.
 CJ0258
 CJ0258.The dynamic height is computed by dividing the NAVD 88
 CJ0258.geopotential number by the normal gravity value computed on the
 CJ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0258.degrees latitude (g = 980.6199 gals.).
 CJ0258
 CJ0258.The modeled gravity was interpolated from observed gravity values.
 CJ0258
 CJ0258;                    North         East    Units  Estimated Accuracy
 CJ0258;SPC SC       -   123,950.      735,360.      MT  (+/- 180 meters Scaled)
 CJ0258
 CJ0258                          SUPERSEDED SURVEY CONTROL
 CJ0258
 CJ0258  NGVD 29 (03/21/89)    2.391  (m)            7.84   (f) ADJUSTED    1 2
 CJ0258
 CJ0258.Superseded values are not recommended for survey control.
 CJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0258.See file dsdata.txt to determine how the superseded data were derived.
 CJ0258
 CJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS257458(NAD 83)
 CJ0258_MARKER: DB = BENCH MARK DISK
 CJ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0258_SP_SET: CONCRETE POST
 CJ0258_STAMPING: 2 1935
 CJ0258_PROJECTION: PROJECTING 13 CENTIMETERS
 CJ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0258+STABILITY: SURFACE MOTION
 CJ0258
 CJ0258  HISTORY     - Date     Condition        Report By
 CJ0258  HISTORY     - 1935     MONUMENTED       CGS
 CJ0258  HISTORY     - 1979     GOOD             NGS
 CJ0258  HISTORY     - 19910603 MARK NOT FOUND   USPSQD
 CJ0258  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0258
 CJ0258                          STATION DESCRIPTION
 CJ0258
 CJ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0258'17.9 MI NE FROM MOUNT PLEASANT.
 CJ0258'12.8 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE
 CJ0258'MOULTRIE MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 3.4 MILES SOUTHEAST
 CJ0258'ALONG SEWEE ROAD, AND THENCE 1.7 MILES SOUTHEAST ALONG A PAVED ROAD
 CJ0258'TO MOORES LANDING.  SET AT THE CAPE ROMAIN NATIONAL WILDLIFE
 CJ0258'REFUGE, 488 FEET SOUTHWEST OF THE SHORE END OF THE DOCK, AND 182
 CJ0258'FEET NORTHEAST OF BENCH MARK 1.
 CJ0258'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CJ0258'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0258
 CJ0258                          STATION RECOVERY (1991)
 CJ0258
 CJ0258'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0258'MARK NOT FOUND.
 CJ0258
 CJ0258                          STATION RECOVERY (1992)
 CJ0258
 CJ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0258'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0256 ***********************************************************************
 CJ0256  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0256  DESIGNATION -  866 4442 TIDAL 3
 CJ0256  PID         -  CJ0256
 CJ0256  STATE/COUNTY-  SC/CHARLESTON
 CJ0256  USGS QUAD   -  SEWEE BAY (1992)
 CJ0256
 CJ0256                         *CURRENT SURVEY CONTROL
 CJ0256  ___________________________________________________________________
 CJ0256* NAD 83(1986)-  32 56 35.     (N)    079 39 21.     (W)     SCALED    
 CJ0256* NAVD 88     -         2.547  (meters)       8.36   (feet)  ADJUSTED  
 CJ0256  ___________________________________________________________________
 CJ0256  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 CJ0256  DYNAMIC HT  -           2.544 (meters)       8.35  (feet)  COMP
 CJ0256  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 CJ0256
 CJ0256  VERT ORDER  -  FIRST     CLASS II
 CJ0256
 CJ0256.The horizontal coordinates were scaled from a topographic map and have
 CJ0256.an estimated accuracy of +/- 6 seconds.
 CJ0256
 CJ0256.The orthometric height was determined by differential leveling
 CJ0256.and adjusted by the National Geodetic Survey in June 1991..
 CJ0256
 CJ0256.This Tidal Bench Mark is designated as VM 4038
 CJ0256.by the Center for Operational Oceanographic Products and Services.
 CJ0256
 CJ0256.The geoid height was determined by GEOID03.
 CJ0256
 CJ0256.The dynamic height is computed by dividing the NAVD 88
 CJ0256.geopotential number by the normal gravity value computed on the
 CJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0256.degrees latitude (g = 980.6199 gals.).
 CJ0256
 CJ0256.The modeled gravity was interpolated from observed gravity values.
 CJ0256
 CJ0256;                    North         East    Units  Estimated Accuracy
 CJ0256;SPC SC       -   123,890.      735,280.      MT  (+/- 180 meters Scaled)
 CJ0256
 CJ0256                          SUPERSEDED SURVEY CONTROL
 CJ0256
 CJ0256  NGVD 29 (03/21/89)    2.843  (m)            9.33   (f) ADJUSTED    1 2
 CJ0256
 CJ0256.Superseded values are not recommended for survey control.
 CJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0256.See file dsdata.txt to determine how the superseded data were derived.
 CJ0256
 CJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS256457(NAD 83)
 CJ0256_MARKER: DB = BENCH MARK DISK
 CJ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0256_SP_SET: CONCRETE POST
 CJ0256_STAMPING: 3 1935
 CJ0256_PROJECTION: PROJECTING 10 CENTIMETERS
 CJ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0256+STABILITY: SURFACE MOTION
 CJ0256
 CJ0256  HISTORY     - Date     Condition        Report By
 CJ0256  HISTORY     - 1935     MONUMENTED       CGS
 CJ0256  HISTORY     - 1979     GOOD             NGS
 CJ0256  HISTORY     - 19910603 MARK NOT FOUND   USPSQD
 CJ0256  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0256
 CJ0256                          STATION DESCRIPTION
 CJ0256
 CJ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0256'17.9 MI NE FROM MOUNT PLEASANT.
 CJ0256'12.8 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0256'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 3.4 MILES SOUTHEAST ALONG
 CJ0256'SEWEE ROAD, AND THENCE 1.7 MILES SOUTHEAST ALONG A PAVED ROAD TO
 CJ0256'MOORES LANDING.  SET AT THE CAPE ROMAIN NATIONAL WILDLIFE REFUGE,
 CJ0256'112.5 FEET NORTHEAST OF BENCH MARK 4, AND 42 FEET SOUTHEAST OF THE
 CJ0256'WOOD AND UNDERBRUSH LINE.
 CJ0256'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CJ0256'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0256
 CJ0256                          STATION RECOVERY (1991)
 CJ0256
 CJ0256'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0256'MARK NOT FOUND.
 CJ0256
 CJ0256                          STATION RECOVERY (1992)
 CJ0256
 CJ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0256'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0254 ***********************************************************************
 CJ0254  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0254  DESIGNATION -  866 4442 TIDAL 4
 CJ0254  PID         -  CJ0254
 CJ0254  STATE/COUNTY-  SC/CHARLESTON
 CJ0254  USGS QUAD   -  SEWEE BAY (1992)
 CJ0254
 CJ0254                         *CURRENT SURVEY CONTROL
 CJ0254  ___________________________________________________________________
 CJ0254* NAD 83(1986)-  32 56 25.     (N)    079 39 28.     (W)     SCALED    
 CJ0254* NAVD 88     -         2.255  (meters)       7.40   (feet)  ADJUSTED  
 CJ0254  ___________________________________________________________________
 CJ0254  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 CJ0254  DYNAMIC HT  -           2.252 (meters)       7.39  (feet)  COMP
 CJ0254  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 CJ0254
 CJ0254  VERT ORDER  -  FIRST     CLASS II
 CJ0254
 CJ0254.The horizontal coordinates were scaled from a topographic map and have
 CJ0254.an estimated accuracy of +/- 6 seconds.
 CJ0254
 CJ0254.The orthometric height was determined by differential leveling
 CJ0254.and adjusted by the National Geodetic Survey in June 1991..
 CJ0254
 CJ0254.This Tidal Bench Mark is designated as VM 4039
 CJ0254.by the Center for Operational Oceanographic Products and Services.
 CJ0254
 CJ0254.The geoid height was determined by GEOID03.
 CJ0254
 CJ0254.The dynamic height is computed by dividing the NAVD 88
 CJ0254.geopotential number by the normal gravity value computed on the
 CJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0254.degrees latitude (g = 980.6199 gals.).
 CJ0254
 CJ0254.The modeled gravity was interpolated from observed gravity values.
 CJ0254
 CJ0254;                    North         East    Units  Estimated Accuracy
 CJ0254;SPC SC       -   123,580.      735,100.      MT  (+/- 180 meters Scaled)
 CJ0254
 CJ0254                          SUPERSEDED SURVEY CONTROL
 CJ0254
 CJ0254  NGVD 29 (03/21/89)    2.550  (m)            8.37   (f) ADJUSTED    1 2
 CJ0254
 CJ0254.Superseded values are not recommended for survey control.
 CJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0254.See file dsdata.txt to determine how the superseded data were derived.
 CJ0254
 CJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS254454(NAD 83)
 CJ0254_MARKER: DJ = TIDAL STATION DISK
 CJ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0254_SP_SET: CONCRETE POST
 CJ0254_STAMPING: NO 4 1974
 CJ0254_MARK LOGO: NOS   
 CJ0254_PROJECTION: PROJECTING 10 CENTIMETERS
 CJ0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0254+STABILITY: SURFACE MOTION
 CJ0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0254+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0254
 CJ0254  HISTORY     - Date     Condition        Report By
 CJ0254  HISTORY     - 1974     MONUMENTED       NOS
 CJ0254  HISTORY     - 1979     GOOD             NGS
 CJ0254  HISTORY     - 19910603 MARK NOT FOUND   USPSQD
 CJ0254  HISTORY     - 19920817 GOOD             NGS
 CJ0254
 CJ0254                          STATION DESCRIPTION
 CJ0254
 CJ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0254'17.9 MI NE FROM MOUNT PLEASANT.
 CJ0254'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0254'12.8 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOUTRIE
 CJ0254'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 3.4 MILES SOUTHEAST ALONG
 CJ0254'SEWEE ROAD, AND THENCE 1.7 MILES SOUTHEAST ALONG A PAVED ROAD TO
 CJ0254'MOORES LANDING.  SET AT THE CAPE ROMAIN NATIONAL WILDLIFE REFUGE,
 CJ0254'194.3 FEET NORTHWEST OF BENCH MARK 5, 73.4 FEET EAST OF THE
 CJ0254'NORTHEAST CORNER OF THE SHOP, 38.4 FEET SOUTH OF THE UTILITY POLE,
 CJ0254'AND 1.9 FEET EAST OF THE FLAG POLE.
 CJ0254
 CJ0254                          STATION RECOVERY (1991)
 CJ0254
 CJ0254'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0254'MARK NOT FOUND.
 CJ0254
 CJ0254                          STATION RECOVERY (1992)
 CJ0254
 CJ0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0254'16.0 KM (9.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0254'OFFICE IN AWENDAW, THENCE 5.5 KM (3.40 MI) NORTHEASTERLY ALONG SEWEE
 CJ0254'ROAD, THENCE 2.7 KM (1.65 MI) SOUTHEASTERLY ALONG BULLS ISLAND ROAD,
 CJ0254'25.6 M (84.0 FT) SOUTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY
 CJ0254'LEADING NORTHEAST TO THE CAPE ROMAIN NATIONAL WILDLIFE REFUGE, 16.0 M
 CJ0254'(52.5 FT) SOUTHWEST OF THE MOST SOUTHEASTERLY OF 4 OAK TREES, 11.1 M
 CJ0254'(36.4 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO MOORES
 CJ0254'LANDING, 6.1 M (20.0 FT) SOUTHWEST OF AND LEVEL WITH THE ROAD CENTER,
 CJ0254'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0255 ***********************************************************************
 CJ0255  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0255  DESIGNATION -  866 4442 TIDAL 5
 CJ0255  PID         -  CJ0255
 CJ0255  STATE/COUNTY-  SC/CHARLESTON
 CJ0255  USGS QUAD   -  SEWEE BAY (1992)
 CJ0255
 CJ0255                         *CURRENT SURVEY CONTROL
 CJ0255  ___________________________________________________________________
 CJ0255* NAD 83(2001)-  32 56 23.48016(N)    079 39 26.32370(W)     ADJUSTED  
 CJ0255* NAVD 88     -         1.973  (meters)       6.47   (feet)  ADJUSTED  
 CJ0255  ___________________________________________________________________
 CJ0255  X           -     961,963.673 (meters)                     COMP
 CJ0255  Y           -  -5,271,017.822 (meters)                     COMP
 CJ0255  Z           -   3,448,345.465 (meters)                     COMP
 CJ0255  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CJ0255  ELLIP HEIGHT-         -31.50  (meters)          (03/13/03) GPS OBS
 CJ0255  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 CJ0255  DYNAMIC HT  -           1.971 (meters)       6.47  (feet)  COMP
 CJ0255  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 CJ0255
 CJ0255  HORZ ORDER  -  FIRST
 CJ0255  VERT ORDER  -  FIRST     CLASS II
 CJ0255  ELLP ORDER  -  FOURTH    CLASS II
 CJ0255
 CJ0255.The horizontal coordinates were established by GPS observations
 CJ0255.and adjusted by the National Geodetic Survey in March 2003..
 CJ0255
 CJ0255.The orthometric height was determined by differential leveling
 CJ0255.and adjusted by the National Geodetic Survey in June 1991..
 CJ0255
 CJ0255.This Tidal Bench Mark is designated as VM 4040
 CJ0255.by the Center for Operational Oceanographic Products and Services.
 CJ0255
 CJ0255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0255
 CJ0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0255
 CJ0255.The ellipsoidal height was determined by GPS observations
 CJ0255.and is referenced to NAD 83.
 CJ0255
 CJ0255.The geoid height was determined by GEOID03.
 CJ0255
 CJ0255.The dynamic height is computed by dividing the NAVD 88
 CJ0255.geopotential number by the normal gravity value computed on the
 CJ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0255.degrees latitude (g = 980.6199 gals.).
 CJ0255
 CJ0255.The modeled gravity was interpolated from observed gravity values.
 CJ0255
 CJ0255;                    North         East     Units Scale Factor Converg.
 CJ0255;SPC SC       -   123,528.804   735,144.221   MT  0.99987409   +0 44 39.8
 CJ0255;SPC SC       -   405,278.23  2,411,890.49   iFT  0.99987409   +0 44 39.8
 CJ0255;UTM  17      - 3,645,419.165   625,518.069   MT  0.99979426   +0 43 48.7
 CJ0255
 CJ0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0255!SPC SC       -   1.00000495  x   0.99987409  =   0.99987903
 CJ0255!UTM  17      -   1.00000495  x   0.99979426  =   0.99979920
 CJ0255
 CJ0255                          SUPERSEDED SURVEY CONTROL
 CJ0255
 CJ0255  NAD 83(1995)-  32 56 23.48025(N)    079 39 26.32419(W) AD(       ) 1
 CJ0255  ELLIP H (12/20/99)  -31.51   (m)                       GP(       ) 4 1
 CJ0255  NAD 83(1986)-  32 56 23.49222(N)    079 39 26.32758(W) AD(       ) 1
 CJ0255  NAVD 88 (11/13/98)    1.97   (m)            6.5    (f) LEVELING    3  
 CJ0255  NGVD 29 (03/21/89)    2.269  (m)            7.44   (f) ADJUSTED    1 2
 CJ0255
 CJ0255.Superseded values are not recommended for survey control.
 CJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0255.See file dsdata.txt to determine how the superseded data were derived.
 CJ0255
 CJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS2551845419(NAD 83)
 CJ0255_MARKER: DJ = TIDAL STATION DISK
 CJ0255_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CJ0255+WITH SETTING: PAVEMENT
 CJ0255_SP_SET: DOCK
 CJ0255_STAMPING: NO. 5 1974
 CJ0255_MARK LOGO: NOS   
 CJ0255_PROJECTION: FLUSH
 CJ0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0255+STABILITY: SURFACE MOTION
 CJ0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0255+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1998
 CJ0255
 CJ0255  HISTORY     - Date     Condition        Report By
 CJ0255  HISTORY     - 1974     MONUMENTED       NOS
 CJ0255  HISTORY     - 1979     GOOD             NGS
 CJ0255  HISTORY     - 19910603 GOOD             USPSQD
 CJ0255  HISTORY     - 19920817 GOOD             NGS
 CJ0255  HISTORY     - 19980730 GOOD             SCGS
 CJ0255
 CJ0255                          STATION DESCRIPTION
 CJ0255
 CJ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0255'17.9 MI NE FROM MOUNT PLEASANT.
 CJ0255'THE MARK IS 1 FT ABOVE THE DOCK FLOOR.
 CJ0255'12.8 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0255'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 3.4 MILES SOUTHEAST ALONG
 CJ0255'SEWEE ROAD, AND THENCE 1.7 MILES SOUTHEAST ALONG A PAVED ROAD TO
 CJ0255'MOORES LANDING.  SET AT THE CAPE ROMAIN NATIONAL WILDLIFE REFUGE, SET
 CJ0255'IN THE NORTHWEST CORNER OF THE DOCK, 6 FEET NORTHEAST FROM THE
 CJ0255'CENTER OF THE DOCK, AND 0.9 FOOT ABOVE THE DOCK FLOOR.
 CJ0255
 CJ0255                          STATION RECOVERY (1991)
 CJ0255
 CJ0255'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0255'RECOVERED IN GOOD CONDITION.
 CJ0255
 CJ0255                          STATION RECOVERY (1992)
 CJ0255
 CJ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0255'16.0 KM (9.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0255'OFFICE IN AWENDAW, THENCE 5.5 KM (3.40 MI) NORTHEASTERLY ALONG SEWEE
 CJ0255'ROAD, THENCE 2.8 KM (1.75 MI) SOUTHEASTERLY ALONG BULLS ISLAND ROAD,
 CJ0255'IN TOP OF AND 0.1 M (0.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 CJ0255'NORTHEAST CONCRETE GUARDRAIL OF A DOCK WALKWAY, 4.1 M (13.5 FT)
 CJ0255'SOUTHWEST OF THE EXTENDED CENTER OF THE ROAD, 1.8 M (5.9 FT)
 CJ0255'NORTHEAST OF THE DOCK CENTER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 CJ0255'THE ROAD.
 CJ0255
 CJ0255                          STATION RECOVERY (1998)
 CJ0255
 CJ0255'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CJ0255'STATION IS LOCATED 10.15 MILES (16.33 KM) EAST OF WANDO, 19.5 MILES
 CJ0255'(31.4 KM) NORTHEAST OF CHARLESTON.  OWNERSHIP--UNKNOWN.  TO REACH THE
 CJ0255'STATION FROM THE JUNCTION OF STATE HIGHWAY 41 AND U.S.  HIGHWAY 17,
 CJ0255'5.6 MILES (9.0 KM) SOUTH SOUTHEAST OF WANDO, GO EAST NORTHEAST ON
 CJ0255'HIGHWAY 17 FOR 7.05 MILES (11.35 KM) TO THE JUNCTION OF STATE ROAD 584
 CJ0255'(SEWEE ROAD) , TURN RIGHT ON ROAD 584 FOR 3.4 MILES (5.5 KM) TO THE
 CJ0255'JUNCTION OF STATE ROAD 1170 (BULLS ISLAND ROAD) , TURN RIGHT ON ROAD
 CJ0255'1170 FOR 1.6 MILES (2.6 KM) TO AN AUTOMATIC GATE , PASS THROUGH THE
 CJ0255'GATE FOR 0.05 MILE (0.08 KM) TO THE STATION IN THE NORTHEAST CORNER OF
 CJ0255'A CONCRETE GUARDRAIL OF A DOCK WALKWAY.  STATION IS A DISK SET IN A
 CJ0255'DRILL HOLE IN THE GUARDRAIL OF THE WALKWAY, 1.0 FOOT (0.3 M) ABOVE THE
 CJ0255'WALKWAY, 5.4 FEET (1.6 M) EAST NORTHEAST OF THE CENTER OF THE WALKWAY,
 CJ0255'36.5 FEET (11.1 M) SOUTH SOUTHEAST OF THE CENTER OF THE GRAVEL DRIVE,
 CJ0255'6.8 FEET (2.1 M) SOUTHEAST OF THE NORTHEAST METAL GATE POST FOR A
 CJ0255'METAL GUARD GATE, 52.3 FEET (15.9 M) EAST NORTHEAST THE CENTER OF THE
 CJ0255'BOAT RAMP.  RECOVERED BY C.J.  STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0552 ***********************************************************************
 CJ0552  HT_MOD      -  This is a Height Modernization Survey Station.
 CJ0552  DESIGNATION -  866 4515 A TIDAL
 CJ0552  PID         -  CJ0552
 CJ0552  STATE/COUNTY-  SC/BERKELEY
 CJ0552  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0552
 CJ0552                         *CURRENT SURVEY CONTROL
 CJ0552  ___________________________________________________________________
 CJ0552* NAD 83(2001)-  32 56 50.14705(N)    079 55 54.49652(W)     ADJUSTED  
 CJ0552* NAVD 88     -         1.33   (meters)       4.4    (feet)  GPS OBS   
 CJ0552  ___________________________________________________________________
 CJ0552  X           -     936,622.221 (meters)                     COMP
 CJ0552  Y           -  -5,275,125.838 (meters)                     COMP
 CJ0552  Z           -   3,449,034.762 (meters)                     COMP
 CJ0552  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 CJ0552  ELLIP HEIGHT-         -31.72  (meters)          (03/13/03) GPS OBS
 CJ0552  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 CJ0552  DYNAMIC HT  -           1.33  (meters)       4.4   (feet)  COMP
 CJ0552  MODELED GRAV-     979,552.8   (mgal)                       NAVD 88
 CJ0552
 CJ0552  HORZ ORDER  -  FIRST
 CJ0552  VERT ORDER  -  FIRST     CLASS II (See Below)
 CJ0552  ELLP ORDER  -  FOURTH    CLASS II
 CJ0552
 CJ0552.The horizontal coordinates were established by GPS observations
 CJ0552.and adjusted by the National Geodetic Survey in March 2003..
 CJ0552
 CJ0552.The orthometric height was determined by GPS observations and a
 CJ0552.high-resolution geoid model using precise GPS observation and
 CJ0552.processing techniques. It supersedes the leveled height previously
 CJ0552.determined for this station.
 CJ0552.The vertical order pertains to the first NAVD 88 superseded value.
 CJ0552
 CJ0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0552
 CJ0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0552
 CJ0552.The ellipsoidal height was determined by GPS observations
 CJ0552.and is referenced to NAD 83.
 CJ0552
 CJ0552.The geoid height was determined by GEOID03.
 CJ0552
 CJ0552.The dynamic height is computed by dividing the NAVD 88
 CJ0552.geopotential number by the normal gravity value computed on the
 CJ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0552.degrees latitude (g = 980.6199 gals.).
 CJ0552
 CJ0552.The modeled gravity was interpolated from observed gravity values.
 CJ0552
 CJ0552;                    North         East     Units Scale Factor Converg.
 CJ0552;SPC SC       -   124,050.805   709,471.124   MT  0.99987247   +0 35 31.9
 CJ0552;SPC SC       -   406,990.83  2,327,661.17   iFT  0.99987247   +0 35 31.9
 CJ0552;UTM  17      - 3,645,946.793   599,848.068   MT  0.99972292   +0 34 51.6
 CJ0552
 CJ0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0552!SPC SC       -   1.00000498  x   0.99987247  =   0.99987745
 CJ0552!UTM  17      -   1.00000498  x   0.99972292  =   0.99972790
 CJ0552
 CJ0552:                Primary Azimuth Mark                     Grid Az
 CJ0552:SPC SC       -  DEEP 3                                   150 17 18.8
 CJ0552:UTM  17      -  DEEP 3                                   150 17 59.1
 CJ0552
 CJ0552|---------------------------------------------------------------------|
 CJ0552| PID    Reference Object                     Distance      Geod. Az  |
 CJ0552|                                                           dddmmss.s |
 CJ0552| CJ1040 DEEP 3                              APPROX. 0.5 KM 1505250.7 |
 CJ0552|---------------------------------------------------------------------|
 CJ0552
 CJ0552                          SUPERSEDED SURVEY CONTROL
 CJ0552
 CJ0552  NAD 83(1986)-  32 56 50.15714(N)    079 55 54.50132(W) AD(       ) 1
 CJ0552  NAD 83(1995)-  32 56 50.14714(N)    079 55 54.49696(W) AD(       ) 1
 CJ0552  ELLIP H (08/20/02)  -31.72   (m)                       GP(       ) 4 1
 CJ0552  NAVD 88 (06/15/91)    1.381  (m)            4.53   (f) ADJUSTED    1 2
 CJ0552  NGVD 29 (03/21/89)    1.682  (m)            5.52   (f) ADJUSTED    1 2
 CJ0552
 CJ0552.Superseded values are not recommended for survey control.
 CJ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0552.See file dsdata.txt to determine how the superseded data were derived.
 CJ0552
 CJ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9984845947(NAD 83)
 CJ0552_MARKER: DJ = TIDAL STATION DISK
 CJ0552_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0552_SP_SET: COPPER-CLAD STEEL ROD
 CJ0552_STAMPING: 4515 A 1976
 CJ0552_MARK LOGO: NOS   
 CJ0552_PROJECTION: RECESSED 3 CENTIMETERS
 CJ0552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0552+STABILITY: POSITION/ELEVATION WELL
 CJ0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0552+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 CJ0552
 CJ0552  HISTORY     - Date     Condition        Report By
 CJ0552  HISTORY     - 1976     MONUMENTED       NOS
 CJ0552  HISTORY     - 1985     GOOD             SCGS
 CJ0552  HISTORY     - 20020429 GOOD             SCGS
 CJ0552
 CJ0552                          STATION DESCRIPTION
 CJ0552
 CJ0552'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0552'10.4 KM (6.45 MI) SE FROM GOOSE CREEK.
 CJ0552'9.6 KILOMETERS (6.0 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29 (RED
 CJ0552'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE TO THE SECURITY GATE TO
 CJ0552'THE NAVAL WEAPONS STATION, CONTINUE THROUGH GATE FOR 0.55 KILOMETER
 CJ0552'(0.35 MILE) SOUTHEASTERLY ALONG RED BANK ROAD, THENCE 1.05 KILOMETER
 CJ0552'(0.65 MILE) SOUTHEAST ALONG OLD TOM ROAD (THAT FOLLOWS ALONG THE EDGE
 CJ0552'OF A GOLF COURSE TO A PICNIC AREA), SET NEAR A POWER POLE ON THE
 CJ0552'NORTHEAST SIDE OF A PATH LEADING TO THE EDWARD FISHING PIER,
 CJ0552'28.95 METERS (94.98 FEET) WEST-SOUTHWEST OF THE END OF THE PIER,
 CJ0552'31.34 METERS (102.82 FEET) EAST-NORTHEAST OF POWER POLE NUMBER D237
 CJ0552'WITH A YARD LIGHT, 34.25 METERS (112.37 FEET) NORTHEAST OF THE
 CJ0552'NORTHEAST CORNER OF A CONCRETE APRON USED FOR A PICNIC SHELTER, 40.3
 CJ0552'METERS (132.22 FEET) EAST OF THE APPROXIMATE CENTER OF OLD FARM ROAD,
 CJ0552'1.95 METERS (6.4 FEET) SOUTH-SOUTHEAST OF THE POWER POLE, AND A
 CJ0552'COPPER-CLAD STEEL ROD DRIVEN TO 2.13 METERS FLUSH WITH THE GROUND.
 CJ0552'THE MARK IS 0.45 METERS  SSE FROM A WITNESS POST.
 CJ0552'THE MARK IS ABOVE LEVEL WITH PATH.
 CJ0552
 CJ0552                          STATION RECOVERY (2002)
 CJ0552
 CJ0552'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CJ0552'STATION IS LOCATED 6.3 MILES EAST SOUTHEAST OF GOOSE CREEK, 17.75
 CJ0552'MILES SOUTH SOUTHEAST
 CJ0552'OF MONKS CORNER. OWNERSHIP--NAVAL WEAPONS STATION, 2316 RED BANK ROAD,
 CJ0552'STE 100,
 CJ0552'BUILDING 5, GOOSE CREEK, SC 29445-8601.
 CJ0552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 176 (SAINT
 CJ0552'JAMES AVENUE),
 CJ0552'52 (RIVERS AVENUE) AND STATE ROAD 37 (RED BANK ROAD) IN GOOSE CREEK,
 CJ0552'GO SOUTH
 CJ0552'SOUTHEAST ON ROAD 37 FOR 3.15 MILES TO A NAVAL WEAPONS STATION
 CJ0552'PASS/BADGE OFFICE
 CJ0552'ON THE RIGHT, AFTER GAINING PERMISSION/ACCESS, CONTINUE ON ROAD 37 FOR
 CJ0552'3.7 MILES TO
 CJ0552'A SECURITY GUARD HOUSE, PRESENT IDENTIFICATION, CONTINUE AHEAD ON RED
 CJ0552'BANK ROAD
 CJ0552'FOR 0.4 MILE TO THE JUNCTION OF OLD TOM ROAD, TURN LEFT ON OLD TOM
 CJ0552'ROAD FOR 0.65 MILE
 CJ0552'TO THE STATION ON THE LEFT NEAR THE EDWARD FISHING PIER NUMBER 956 AND
 CJ0552'PICNIC
 CJ0552'SHELTER NUMBER 965.
 CJ0552'STATION IS A DISK ATTACHED TO A COPPER-CLAD STEEL ROD RECESSED 0.2
 CJ0552'FOOT AND LEVEL
 CJ0552'WITH THE FOOT PATH LEADING TO THE PIER, 95.5 FEET WEST OF THE WEST END
 CJ0552'OF THE PIER,
 CJ0552'133.5 FEET EAST OF THE CENTER OF THE ROAD, 5.6 FEET SOUTH OF A POWER
 CJ0552'LINE STUB POLE,
 CJ0552'117.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD OF THE
 CJ0552'PICNIC
 CJ0552'SHELTER, 102.2 FEET EAST NORTHEAST OF A POWER POLE D237 WITH A METER
 CJ0552'ATTACHED,
 CJ0552'GUY WIRE AND A SECURITY LIGHT.
 CJ0552'RECOVERED BY T. HALL.
 CJ0552' 
 CJ0552' 
 CJ0552' 
 CJ0552' 
 CJ0552'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0553 ***********************************************************************
 CJ0553  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0553  DESIGNATION -  866 4515 C TIDAL
 CJ0553  PID         -  CJ0553
 CJ0553  STATE/COUNTY-  SC/BERKELEY
 CJ0553  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0553
 CJ0553                         *CURRENT SURVEY CONTROL
 CJ0553  ___________________________________________________________________
 CJ0553* NAD 83(1986)-  32 56 43.     (N)    079 55 55.     (W)     SCALED    
 CJ0553* NAVD 88     -         1.338  (meters)       4.39   (feet)  ADJUSTED  
 CJ0553  ___________________________________________________________________
 CJ0553  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 CJ0553  DYNAMIC HT  -           1.336 (meters)       4.38  (feet)  COMP
 CJ0553  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 CJ0553
 CJ0553  VERT ORDER  -  FIRST     CLASS II
 CJ0553
 CJ0553.The horizontal coordinates were scaled from a topographic map and have
 CJ0553.an estimated accuracy of +/- 6 seconds.
 CJ0553
 CJ0553.The orthometric height was determined by differential leveling
 CJ0553.and adjusted by the National Geodetic Survey in June 1991..
 CJ0553
 CJ0553.This Tidal Bench Mark is designated as VM 4042
 CJ0553.by the Center for Operational Oceanographic Products and Services.
 CJ0553
 CJ0553.The geoid height was determined by GEOID03.
 CJ0553
 CJ0553.The dynamic height is computed by dividing the NAVD 88
 CJ0553.geopotential number by the normal gravity value computed on the
 CJ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0553.degrees latitude (g = 980.6199 gals.).
 CJ0553
 CJ0553.The modeled gravity was interpolated from observed gravity values.
 CJ0553
 CJ0553;                    North         East    Units  Estimated Accuracy
 CJ0553;SPC SC       -   123,830.      709,460.      MT  (+/- 180 meters Scaled)
 CJ0553
 CJ0553                          SUPERSEDED SURVEY CONTROL
 CJ0553
 CJ0553  NGVD 29 (03/21/89)    1.638  (m)            5.37   (f) ADJUSTED    1 2
 CJ0553
 CJ0553.Superseded values are not recommended for survey control.
 CJ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0553.See file dsdata.txt to determine how the superseded data were derived.
 CJ0553
 CJ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS998457(NAD 83)
 CJ0553_MARKER: DJ = TIDAL STATION DISK
 CJ0553_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0553_SP_SET: COPPER-CLAD STEEL ROD
 CJ0553_STAMPING: 4515 C 1976
 CJ0553_MARK LOGO: NOS   
 CJ0553_PROJECTION: FLUSH
 CJ0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0553+STABILITY: POSITION/ELEVATION WELL
 CJ0553_ROD/PIPE-DEPTH: 4.88 meters
 CJ0553
 CJ0553  HISTORY     - Date     Condition        Report By
 CJ0553  HISTORY     - 1976     MONUMENTED       NOS
 CJ0553  HISTORY     - 1985     GOOD             SCGS
 CJ0553
 CJ0553                          STATION DESCRIPTION
 CJ0553
 CJ0553'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0553'10.4 KM (6.45 MI) SE FROM GOOSE CREEK.
 CJ0553'9.6 KILOMETERS (6.0 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29 (RED
 CJ0553'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE TO THE SECURITY GATE TO
 CJ0553'THE NAVAL WEAPONS STATION, CONTINUE THROUGH GATE FOR 0.55 KILOMETER
 CJ0553'(0.35 MILE) SOUTHEASTERLY ALONG RED BANK ROAD, THENCE 1.3 KILOMETERS
 CJ0553'(0.8 MILE) SOUTHEAST ALONG OLD TOM ROAD (THAT FOLLOWS ALONG THE EDGE
 CJ0553'OF A GOLF COURSE TO AN AREA CALLED MILLARDS POND), SET NEAR A POWER
 CJ0553'POLE WHERE THERE IS A CLEARING LOOKING OUT TO THE RIVER AT MILLARDS
 CJ0553'POND, 6.6 METERS (21.65 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER
 CJ0553'OF A LARGE SEWER PIPE, 3.5 METERS (11.48 FEET) WEST-SOUTHWEST OF THE
 CJ0553'APPROXIMATE CENTER OF OLD FARM ROAD, 11.2 METERS (36.75 FEET)
 CJ0553'SOUTH-SOUTHWEST OF THE SOUTHEAST WINGWALL OF A CONCRETE CULVERT,
 CJ0553'1.8 METERS (5.91 FEET) EAST-SOUTHEAST OF POWER POLE NUMBER 22.
 CJ0553'THE MARK IS 0.55 METERS  NNW FROM A WITNESS POST.
 CJ0553'THE MARK IS ABOVE LEVEL WITH OLD FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0554 ***********************************************************************
 CJ0554  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0554  DESIGNATION -  866 4515 D TIDAL
 CJ0554  PID         -  CJ0554
 CJ0554  STATE/COUNTY-  SC/BERKELEY
 CJ0554  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0554
 CJ0554                         *CURRENT SURVEY CONTROL
 CJ0554  ___________________________________________________________________
 CJ0554* NAD 83(1986)-  32 56 40.     (N)    079 55 48.     (W)     SCALED    
 CJ0554* NAVD 88     -         2.002  (meters)       6.57   (feet)  ADJUSTED  
 CJ0554  ___________________________________________________________________
 CJ0554  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CJ0554  DYNAMIC HT  -           2.000 (meters)       6.56  (feet)  COMP
 CJ0554  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 CJ0554
 CJ0554  VERT ORDER  -  FIRST     CLASS II
 CJ0554
 CJ0554.The horizontal coordinates were scaled from a topographic map and have
 CJ0554.an estimated accuracy of +/- 6 seconds.
 CJ0554
 CJ0554.The orthometric height was determined by differential leveling
 CJ0554.and adjusted by the National Geodetic Survey in June 1991..
 CJ0554
 CJ0554.This Tidal Bench Mark is designated as VM 4043
 CJ0554.by the Center for Operational Oceanographic Products and Services.
 CJ0554
 CJ0554.The geoid height was determined by GEOID03.
 CJ0554
 CJ0554.The dynamic height is computed by dividing the NAVD 88
 CJ0554.geopotential number by the normal gravity value computed on the
 CJ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0554.degrees latitude (g = 980.6199 gals.).
 CJ0554
 CJ0554.The modeled gravity was interpolated from observed gravity values.
 CJ0554
 CJ0554;                    North         East    Units  Estimated Accuracy
 CJ0554;SPC SC       -   123,740.      709,640.      MT  (+/- 180 meters Scaled)
 CJ0554
 CJ0554                          SUPERSEDED SURVEY CONTROL
 CJ0554
 CJ0554  NGVD 29 (03/21/89)    2.303  (m)            7.56   (f) ADJUSTED    1 2
 CJ0554
 CJ0554.Superseded values are not recommended for survey control.
 CJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0554.See file dsdata.txt to determine how the superseded data were derived.
 CJ0554
 CJ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS000456(NAD 83)
 CJ0554_MARKER: DJ = TIDAL STATION DISK
 CJ0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0554_SP_SET: COPPER-CLAD STEEL ROD
 CJ0554_STAMPING: 4515 D 1976
 CJ0554_MARK LOGO: NOS   
 CJ0554_PROJECTION: FLUSH
 CJ0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0554+STABILITY: POSITION/ELEVATION WELL
 CJ0554_ROD/PIPE-DEPTH: 4.88 meters
 CJ0554
 CJ0554  HISTORY     - Date     Condition        Report By
 CJ0554  HISTORY     - 1976     MONUMENTED       NOS
 CJ0554  HISTORY     - 1985     GOOD             SCGS
 CJ0554
 CJ0554                          STATION DESCRIPTION
 CJ0554
 CJ0554'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0554'10.4 KM (6.45 MI) SE FROM GOOSE CREEK.
 CJ0554'9.6 KILOMETERS (6.0 MILES) SOUTHEASTERLY ALONG COUNTY ROAD S-8-29 (RED
 CJ0554'BANK ROAD) FROM THE GOOSE CREEK POST OFFICE TO THE SECURITY GATE TO
 CJ0554'THE NAVAL WEAPONS STATION, CONTINUE THROUGH GATE FOR 0.55 KILOMETER
 CJ0554'(0.35 MILE) SOUTHEASTERLY ALONG RED BANK ROAD, THENCE 1.35 KILOMETERS
 CJ0554'(0.85 MILE) SOUTHEAST ALONG OLD TOM ROAD (THAT FOLLOWS ALONG THE EDGE
 CJ0554'OF A GOLF COURSE TO A Y-INTERSECTION), THENCE 0.1 KILOMETER (0.05
 CJ0554'MILE) EAST ALONG A PAVED ROAD LEADING TO A RESTRICTED AREA, SET NEAR A
 CJ0554'POWER POLE AT THE ENTRANCE TO A CONCRETE BOAT DOCK NUMBER 429 (EDWARD
 CJ0554'PIER), 11.8 METERS (38.71 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF
 CJ0554'THE PAVED ROAD LEADING TO THE RESTRICTED AREA, 45.6 METERS (149.61
 CJ0554'FEET) SOUTHWEST OF THE WEST CORNER OF A CHAIN LINK FENCE THAT
 CJ0554'SURROUNDS A POWER POLE AND A TRANSFORMER NUMBER 430, 10.8 METERS
 CJ0554'(35.43 FEET) WEST-NORTHWEST OF A BLAZED 50-INCH PINE TREE, 1.75 METERS
 CJ0554'(5.74 FEET) NORTH-NORTHWEST OF THE POWER POLE.
 CJ0554'THE MARK IS 1.75 METERS  NNW FROM A WITNESS POST.
 CJ0554'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3053 ***********************************************************************
 CK3053  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3053  DESIGNATION -  866 4531 A TIDAL
 CK3053  PID         -  CK3053
 CK3053  STATE/COUNTY-  SC/DORCHESTER
 CK3053  USGS QUAD   -  STALLSVILLE (1979)
 CK3053
 CK3053                         *CURRENT SURVEY CONTROL
 CK3053  ___________________________________________________________________
 CK3053* NAD 83(1986)-  32 57 32.     (N)    080 12 02.     (W)     SCALED    
 CK3053* NAVD 88     -         2.490  (meters)       8.17   (feet)  ADJUSTED  
 CK3053  ___________________________________________________________________
 CK3053  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CK3053  DYNAMIC HT  -           2.488 (meters)       8.16  (feet)  COMP
 CK3053  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 CK3053
 CK3053  VERT ORDER  -  FIRST     CLASS II
 CK3053
 CK3053.The horizontal coordinates were scaled from a topographic map and have
 CK3053.an estimated accuracy of +/- 6 seconds.
 CK3053
 CK3053.The orthometric height was determined by differential leveling
 CK3053.and adjusted by the National Geodetic Survey in June 1991..
 CK3053
 CK3053.This Tidal Bench Mark is designated as VM 4044
 CK3053.by the Center for Operational Oceanographic Products and Services.
 CK3053
 CK3053.The geoid height was determined by GEOID03.
 CK3053
 CK3053.The dynamic height is computed by dividing the NAVD 88
 CK3053.geopotential number by the normal gravity value computed on the
 CK3053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3053.degrees latitude (g = 980.6199 gals.).
 CK3053
 CK3053.The modeled gravity was interpolated from observed gravity values.
 CK3053
 CK3053;                    North         East    Units  Estimated Accuracy
 CK3053;SPC SC       -   125,110.      684,340.      MT  (+/- 180 meters Scaled)
 CK3053
 CK3053                          SUPERSEDED SURVEY CONTROL
 CK3053
 CK3053  NGVD 29 (03/21/89)    2.785  (m)            9.14   (f) ADJUSTED    1 2
 CK3053
 CK3053.Superseded values are not recommended for survey control.
 CK3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3053.See file dsdata.txt to determine how the superseded data were derived.
 CK3053
 CK3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS747470(NAD 83)
 CK3053_MARKER: DJ = TIDAL STATION DISK
 CK3053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK3053_SP_SET: COPPER-CLAD STEEL ROD
 CK3053_STAMPING: 4531 A 1976
 CK3053_MARK LOGO: NOS   
 CK3053_PROJECTION: PROJECTING 15 CENTIMETERS
 CK3053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3053+STABILITY: POSITION/ELEVATION WELL
 CK3053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3053+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 CK3053_ROD/PIPE-DEPTH: 3.66 meters
 CK3053
 CK3053  HISTORY     - Date     Condition        Report By
 CK3053  HISTORY     - 1976     MONUMENTED       NOS
 CK3053  HISTORY     - 1983     GOOD             SCGS
 CK3053  HISTORY     - 19960306 GOOD             USPSQD
 CK3053  HISTORY     - 20020820 GOOD             SCGS
 CK3053
 CK3053                          STATION DESCRIPTION
 CK3053
 CK3053'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3053'5.6 KM (3.5 MI) SW FROM SUMMERVILLE.
 CK3053'1.2 KILOMETERS (0.75 MILE) SOUTHWEST ALONG STATE HIGHWAY 165 FROM THE
 CK3053'JUNCTION OF STATE HIGHWAY 642, WHICH IS ABOUT 4.7 KILOMETERS (2.9
 CK3053'MILES) SOUTHWEST OF SUMMERVILLE, SET ON THE WEST SIDE OF HIGHWAY AND
 CK3053'IN A SMALL PARKING LOT FOR FISHING, 3.5 METERS (11.4 FEET)
 CK3053'NORTH-NORTHWEST OF A 40-INCH SPLIT TRUNK OAK TREE, 26.3 METERS (86.4
 CK3053'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF HIGHWAY 165,
 CK3053'18.1 METERS (59.5 FEET) WEST-NORTHWEST OF THE SOUTHWEST ABUTMENT OF
 CK3053'BACONS BRIDGE, 27.3 METERS (89.7 FEET) SOUTH OF A LONE 40-INCH PINE
 CK3053'TREE THAT IS NEAR THE WATERS EDGE.
 CK3053'THE MARK IS 1.50 M BELOW HIGHWAY 165.
 CK3053
 CK3053                          STATION RECOVERY (1996)
 CK3053
 CK3053'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK3053'RECOVERED IN GOOD CONDITION.
 CK3053
 CK3053                          STATION RECOVERY (2002)
 CK3053
 CK3053'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3053'STATION IS LOCATED 4.4 MILES SOUTH SOUTHWEST OF SUMMERVILLE, 26.75
 CK3053'MILES SOUTHEAST
 CK3053'OF SAINT GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 CK3053'BOX 191,
 CK3053'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3053'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 (BACONS
 CK3053'BRIDGE ROAD) AND
 CK3053'642 (DORCHESTER ROAD), (LIMEHOUSE CROSSROADS), 3.75 MILES SOUTH
 CK3053'SOUTHWEST OF
 CK3053'SUMMERVILLE, GO SOUTHWEST ON HIGHWAY 165 FOR 0.65 MILE TO THE STATION
 CK3053'ON THE
 CK3053'RIGHT NEAR AN OAK TREE ON THE WEST SIDE OF THE ASHLEY RIVER BRIDGE.
 CK3053'STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD PROJECTING 0.5 FOOT
 CK3053'AND 8.0 FEET BELOW
 CK3053'THE HIGHWAY, 86.5 FEET WEST NORTHWEST OF THE CENTER OF THE HIGHWAY,
 CK3053'11.2 FEET NORTH
 CK3053'NORTHWEST OF A 2.5-FOOT LIVE OAK TREE, 59.5 FEET WEST OF THE SOUTHWEST
 CK3053'CORNER OF THE
 CK3053'BRIDGE, 85.6 FEET NORTHWEST OF THE NORTHEAST WOODEN GATE POST FOR A
 CK3053'SMALL PATH
 CK3053'LEADING TO A FISHING AREA, 0.5 FOOT SOUTHEAST OF A WITNESS POST.
 CK3053'RECOVERED BY J.B. SMOAK.
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053' 
 CK3053'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3052 ***********************************************************************
 CK3052  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3052  DESIGNATION -  866 4531 C TIDAL
 CK3052  PID         -  CK3052
 CK3052  STATE/COUNTY-  SC/DORCHESTER
 CK3052  USGS QUAD   -  STALLSVILLE (1979)
 CK3052
 CK3052                         *CURRENT SURVEY CONTROL
 CK3052  ___________________________________________________________________
 CK3052* NAD 83(1986)-  32 57 32.     (N)    080 12 02.     (W)     SCALED    
 CK3052* NAVD 88     -         5.077  (meters)      16.66   (feet)  ADJUSTED  
 CK3052  ___________________________________________________________________
 CK3052  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CK3052  DYNAMIC HT  -           5.072 (meters)      16.64  (feet)  COMP
 CK3052  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 CK3052
 CK3052  VERT ORDER  -  FIRST     CLASS II
 CK3052
 CK3052.The horizontal coordinates were scaled from a topographic map and have
 CK3052.an estimated accuracy of +/- 6 seconds.
 CK3052
 CK3052.The orthometric height was determined by differential leveling
 CK3052.and adjusted by the National Geodetic Survey in June 1991..
 CK3052
 CK3052.This Tidal Bench Mark is designated as VM 4045
 CK3052.by the Center for Operational Oceanographic Products and Services.
 CK3052
 CK3052.The geoid height was determined by GEOID03.
 CK3052
 CK3052.The dynamic height is computed by dividing the NAVD 88
 CK3052.geopotential number by the normal gravity value computed on the
 CK3052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3052.degrees latitude (g = 980.6199 gals.).
 CK3052
 CK3052.The modeled gravity was interpolated from observed gravity values.
 CK3052
 CK3052;                    North         East    Units  Estimated Accuracy
 CK3052;SPC SC       -   125,110.      684,340.      MT  (+/- 180 meters Scaled)
 CK3052
 CK3052                          SUPERSEDED SURVEY CONTROL
 CK3052
 CK3052  NGVD 29 (03/21/89)    5.372  (m)           17.62   (f) ADJUSTED    1 2
 CK3052
 CK3052.Superseded values are not recommended for survey control.
 CK3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3052.See file dsdata.txt to determine how the superseded data were derived.
 CK3052
 CK3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS747470(NAD 83)
 CK3052_MARKER: DJ = TIDAL STATION DISK
 CK3052_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK3052_SP_SET: WINGWALL OF BRIDGE
 CK3052_STAMPING: 4531 C 1976
 CK3052_MARK LOGO: NOS   
 CK3052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3052+STABILITY: POSITION/ELEVATION WELL
 CK3052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3052+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CK3052
 CK3052  HISTORY     - Date     Condition        Report By
 CK3052  HISTORY     - 1976     MONUMENTED       NOS
 CK3052  HISTORY     - 1983     GOOD             SCGS
 CK3052  HISTORY     - 19960306 GOOD             USPSQD
 CK3052  HISTORY     - 20020820 MARK NOT FOUND   SCGS
 CK3052  HISTORY     - 20030620 GOOD             USPSQD
 CK3052
 CK3052                          STATION DESCRIPTION
 CK3052
 CK3052'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3052'5.6 KM (3.5 MI) SW FROM SUMMERVILLE.
 CK3052'1.05 KILOMETERS (0.65 MILE) SOUTHWEST ALONG STATE HIGHWAY 165 FROM THE
 CK3052'JUNCTION OF STATE HIGHWAY 642, WHICH IS ABOUT 4.7 KILOMETERS (2.9
 CK3052'MILES) SOUTHWEST OF SUMMERVILLE, SET IN THE NORTHEAST CORNER OF BRIDGE
 CK3052'OVER THE ASHLEY RIVER.
 CK3052'THE MARK IS 0.30 M ABOVE HIGHWAY 165.
 CK3052
 CK3052                          STATION RECOVERY (1996)
 CK3052
 CK3052'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK3052'RECOVERED IN GOOD CONDITION.
 CK3052
 CK3052                          STATION RECOVERY (2002)
 CK3052
 CK3052'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3052'NOT RECOVERED,  SEARCHED 10 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 CK3052'TO
 CK3052'AN AREA NOW CHANGED DUE TO A PIPE ALONG THE BRIDGE, PRESUMED
 CK3052'DESTROYED.
 CK3052'RECOVERY BY T. HALL.
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
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 CK3052' 
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 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052' 
 CK3052'
 CK3052
 CK3052                          STATION RECOVERY (2003)
 CK3052
 CK3052'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3051 ***********************************************************************
 CK3051  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3051  DESIGNATION -  866 4531 D TIDAL
 CK3051  PID         -  CK3051
 CK3051  STATE/COUNTY-  SC/DORCHESTER
 CK3051  USGS QUAD   -  STALLSVILLE (1979)
 CK3051
 CK3051                         *CURRENT SURVEY CONTROL
 CK3051  ___________________________________________________________________
 CK3051* NAD 83(1986)-  32 57 32.     (N)    080 12 02.     (W)     SCALED    
 CK3051* NAVD 88     -         4.973  (meters)      16.32   (feet)  ADJUSTED  
 CK3051  ___________________________________________________________________
 CK3051  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CK3051  DYNAMIC HT  -           4.968 (meters)      16.30  (feet)  COMP
 CK3051  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 CK3051
 CK3051  VERT ORDER  -  FIRST     CLASS II
 CK3051
 CK3051.The horizontal coordinates were scaled from a topographic map and have
 CK3051.an estimated accuracy of +/- 6 seconds.
 CK3051
 CK3051.The orthometric height was determined by differential leveling
 CK3051.and adjusted by the National Geodetic Survey in June 1991..
 CK3051
 CK3051.This Tidal Bench Mark is designated as VM 4046
 CK3051.by the Center for Operational Oceanographic Products and Services.
 CK3051
 CK3051.The geoid height was determined by GEOID03.
 CK3051
 CK3051.The dynamic height is computed by dividing the NAVD 88
 CK3051.geopotential number by the normal gravity value computed on the
 CK3051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3051.degrees latitude (g = 980.6199 gals.).
 CK3051
 CK3051.The modeled gravity was interpolated from observed gravity values.
 CK3051
 CK3051;                    North         East    Units  Estimated Accuracy
 CK3051;SPC SC       -   125,110.      684,340.      MT  (+/- 180 meters Scaled)
 CK3051
 CK3051                          SUPERSEDED SURVEY CONTROL
 CK3051
 CK3051  NGVD 29 (03/21/89)    5.267  (m)           17.28   (f) ADJUSTED    1 2
 CK3051
 CK3051.Superseded values are not recommended for survey control.
 CK3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3051.See file dsdata.txt to determine how the superseded data were derived.
 CK3051
 CK3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS747470(NAD 83)
 CK3051_MARKER: DJ = TIDAL STATION DISK
 CK3051_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3051_SP_SET: STAINLESS STEEL ROD
 CK3051_STAMPING: 4531 D 1976
 CK3051_MARK LOGO: NOS   
 CK3051_PROJECTION: FLUSH
 CK3051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3051+STABILITY: POSITION/ELEVATION WELL
 CK3051_ROD/PIPE-DEPTH: 4.27 meters
 CK3051
 CK3051  HISTORY     - Date     Condition        Report By
 CK3051  HISTORY     - 1976     MONUMENTED       NOS
 CK3051  HISTORY     - 1983     GOOD             SCGS
 CK3051  HISTORY     - 20020820 MARK NOT FOUND   SCGS
 CK3051  HISTORY     - 20030620 MARK NOT FOUND   USPSQD
 CK3051
 CK3051                          STATION DESCRIPTION
 CK3051
 CK3051'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3051'5.6 KM (3.5 MI) SW FROM SUMMERVILLE.
 CK3051'1.0 KILOMETER (0.6 MILE) SOUTHWEST ALONG STATE HIGHWAY 165 FROM THE
 CK3051'JUNCTION OF STATE HIGHWAY 642, WHICH IS ABOUT 4.7 KILOMETERS (2.9
 CK3051'MILES) SOUTHWEST OF SUMMERVILLE, SET ON THE SOUTHEAST SIDE OF STATE
 CK3051'HIGHWAY 165, 0.1 KILOMETER (0.05 MILE) BEFORE REACHING THE BRIDGE OVER
 CK3051'THE ASHLEY RIVER, 61.9 METERS (203.1 FEET) NORTH-NORTHEAST OF THE
 CK3051'NORTHEAST END OF THE BRIDGE, 10.3 METERS (33.7 FEET) EAST-SOUTHEAST OF
 CK3051'THE APPROXIMATE CENTER OF STATE HIGHWAY 165, 1.3 METERS (4.2 FEET)
 CK3051'WEST-NORTHWEST OF POWER POLE NUMBER 92920 WITH A TELEPHONE SERVICE BOX
 CK3051'AND WITNESS SIGN ATTACHED.
 CK3051'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 165.
 CK3051
 CK3051                          STATION RECOVERY (2002)
 CK3051
 CK3051'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3051'NOT RECOVERED,  SEARCHED 10 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 CK3051'TO
 CK3051'AN AREA NOW CHANGED DUE TO A DITCH LINE, PRESUMED DESTROYED.
 CK3051'RECOVERY BY T. HALL.
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051' 
 CK3051'
 CK3051
 CK3051                          STATION RECOVERY (2003)
 CK3051
 CK3051'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3051'SEARCHED WEST OF PP 92920 (STILL HAS WP) WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3050 ***********************************************************************
 CK3050  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3050  DESIGNATION -  866 4531 E TIDAL
 CK3050  PID         -  CK3050
 CK3050  STATE/COUNTY-  SC/DORCHESTER
 CK3050  USGS QUAD   -  STALLSVILLE (1979)
 CK3050
 CK3050                         *CURRENT SURVEY CONTROL
 CK3050  ___________________________________________________________________
 CK3050* NAD 83(1986)-  32 57 32.     (N)    080 12 02.     (W)     SCALED    
 CK3050* NAVD 88     -         6.906  (meters)      22.66   (feet)  ADJUSTED  
 CK3050  ___________________________________________________________________
 CK3050  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CK3050  DYNAMIC HT  -           6.898 (meters)      22.63  (feet)  COMP
 CK3050  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 CK3050
 CK3050  VERT ORDER  -  FIRST     CLASS II
 CK3050
 CK3050.The horizontal coordinates were scaled from a topographic map and have
 CK3050.an estimated accuracy of +/- 6 seconds.
 CK3050
 CK3050.The orthometric height was determined by differential leveling
 CK3050.and adjusted by the National Geodetic Survey in June 1991..
 CK3050
 CK3050.This Tidal Bench Mark is designated as VM 4047
 CK3050.by the Center for Operational Oceanographic Products and Services.
 CK3050
 CK3050.The geoid height was determined by GEOID03.
 CK3050
 CK3050.The dynamic height is computed by dividing the NAVD 88
 CK3050.geopotential number by the normal gravity value computed on the
 CK3050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3050.degrees latitude (g = 980.6199 gals.).
 CK3050
 CK3050.The modeled gravity was interpolated from observed gravity values.
 CK3050
 CK3050;                    North         East    Units  Estimated Accuracy
 CK3050;SPC SC       -   125,110.      684,340.      MT  (+/- 180 meters Scaled)
 CK3050
 CK3050                          SUPERSEDED SURVEY CONTROL
 CK3050
 CK3050  NGVD 29 (03/21/89)    7.200  (m)           23.62   (f) ADJUSTED    1 2
 CK3050
 CK3050.Superseded values are not recommended for survey control.
 CK3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3050.See file dsdata.txt to determine how the superseded data were derived.
 CK3050
 CK3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS747470(NAD 83)
 CK3050_MARKER: DJ = TIDAL STATION DISK
 CK3050_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK3050_SP_SET: COPPER-CLAD STEEL ROD
 CK3050_STAMPING: 4531 E 1976
 CK3050_MARK LOGO: NOS   
 CK3050_PROJECTION: PROJECTING 5 CENTIMETERS
 CK3050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3050+STABILITY: POSITION/ELEVATION WELL
 CK3050_ROD/PIPE-DEPTH: 6.40 meters
 CK3050
 CK3050  HISTORY     - Date     Condition        Report By
 CK3050  HISTORY     - 1976     MONUMENTED       NOS
 CK3050  HISTORY     - 1983     GOOD             SCGS
 CK3050  HISTORY     - 20020820 MARK NOT FOUND   SCGS
 CK3050  HISTORY     - 20030620 MARK NOT FOUND   USPSQD
 CK3050
 CK3050                          STATION DESCRIPTION
 CK3050
 CK3050'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3050'5.6 KM (3.5 MI) SW FROM SUMMERVILLE.
 CK3050'1.0 KILOMETER (0.6 MILE) SOUTHWEST ALONG STATE HIGHWAY 165 FROM THE
 CK3050'JUNCTION OF STATE HIGHWAY 642, WHICH IS ABOUT 4.7 KILOMETERS (2.9
 CK3050'MILES) SOUTHWEST OF SUMMERVILLE, SET ON THE WEST SIDE OF HIGHWAY AND
 CK3050'IN LINE WITH A POWER POLE, 7.0 METERS (23.2 FEET) WEST OF THE
 CK3050'APPROXIMATE CENTER OF HIGHWAY 165, 4.0 METERS (13.0 FEET) SOUTHEAST OF
 CK3050'A POWER POLE NUMBER 8002 WITH A SAFETY LIGHT AND A TRANSFORMER
 CK3050'ATTACHED, 8.0 METERS (26.5 FEET) NORTH-NORTHEAST OF THE APPROXIMATE
 CK3050'CENTER OF A PAVED DRIVE LEADING TO A CEMENT BLOCK BUILDING,
 CK3050'25.0 METERS (82.2 FEET) NORTHEAST OF THE NORTHEAST CORNER OF CEMENT
 CK3050'BLOCK BUILDING.
 CK3050'THE MARK IS 0.10 M BELOW HIGHWAY 165.
 CK3050
 CK3050                          STATION RECOVERY (2002)
 CK3050
 CK3050'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK3050'NOT RECOVERED,  MEASUREMENTS LED TO AN AREA NOW CHANGED DUE TO A DITCH
 CK3050'LINE AND
 CK3050'REMOVAL OF POWER POLES, PRESUMED DESTROYED.
 CK3050'RECOVERY BY T. HALL.
 CK3050' 
 CK3050' 
 CK3050' 
 CK3050' 
 CK3050' 
 CK3050' 
 CK3050' 
 CK3050' 
 CK3050' 
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 CK3050'
 CK3050
 CK3050                          STATION RECOVERY (2003)
 CK3050
 CK3050'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK3050'COULD NOT FIND PP 8002 OR CEMENT BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2861 ***********************************************************************
 CK2861  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2861  DESIGNATION -  866 4539 A TIDAL
 CK2861  PID         -  CK2861
 CK2861  STATE/COUNTY-  SC/DORCHESTER
 CK2861  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2861
 CK2861                         *CURRENT SURVEY CONTROL
 CK2861  ___________________________________________________________________
 CK2861* NAD 83(1986)-  32 55 38.     (N)    080 23 52.     (W)     SCALED    
 CK2861* NAVD 88     -        10.694  (meters)      35.09   (feet)  ADJUSTED  
 CK2861  ___________________________________________________________________
 CK2861  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 CK2861  DYNAMIC HT  -          10.682 (meters)      35.05  (feet)  COMP
 CK2861  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 CK2861
 CK2861  VERT ORDER  -  FIRST     CLASS II
 CK2861
 CK2861.The horizontal coordinates were scaled from a topographic map and have
 CK2861.an estimated accuracy of +/- 6 seconds.
 CK2861
 CK2861.The orthometric height was determined by differential leveling
 CK2861.and adjusted by the National Geodetic Survey in June 1991..
 CK2861
 CK2861.This Tidal Bench Mark is designated as VM 11002
 CK2861.by the Center for Operational Oceanographic Products and Services.
 CK2861
 CK2861.The geoid height was determined by GEOID03.
 CK2861
 CK2861.The dynamic height is computed by dividing the NAVD 88
 CK2861.geopotential number by the normal gravity value computed on the
 CK2861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2861.degrees latitude (g = 980.6199 gals.).
 CK2861
 CK2861.The modeled gravity was interpolated from observed gravity values.
 CK2861
 CK2861;                    North         East    Units  Estimated Accuracy
 CK2861;SPC SC       -   121,480.      665,920.      MT  (+/- 180 meters Scaled)
 CK2861
 CK2861                          SUPERSEDED SURVEY CONTROL
 CK2861
 CK2861  NGVD 29 (03/21/89)   10.986  (m)           36.04   (f) ADJUSTED    1 2
 CK2861
 CK2861.Superseded values are not recommended for survey control.
 CK2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2861.See file dsdata.txt to determine how the superseded data were derived.
 CK2861
 CK2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS563433(NAD 83)
 CK2861_MARKER: DJ = TIDAL STATION DISK
 CK2861_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK2861_SP_SET: WINGWALL OF BRIDGE
 CK2861_STAMPING: 4539 A 1977
 CK2861_MARK LOGO: NOS   
 CK2861_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2861+STABILITY: POSITION/ELEVATION WELL
 CK2861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2861+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 CK2861
 CK2861  HISTORY     - Date     Condition        Report By
 CK2861  HISTORY     - 1977     MONUMENTED       NOS
 CK2861  HISTORY     - 1983     GOOD             SCGS
 CK2861  HISTORY     - 19930612 GOOD             USPSQD
 CK2861  HISTORY     - 20020917 GOOD             SCGS
 CK2861  HISTORY     - 20030618 GOOD             USPSQD
 CK2861
 CK2861                          STATION DESCRIPTION
 CK2861
 CK2861'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2861'9.5 KM (5.9 MI) ESE FROM COTTAGEVILLE.
 CK2861'8.2 KILOMETERS (5.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2861'FROM THE COTTAGEVILLE POST OFFICE, SET IN THE SOUTHEAST WINGWALL OF
 CK2861'BRIDGE OVER THE EDISTO RIVER.
 CK2861'THE MARK IS 0.30 M ABOVE HIGHWAY 17.
 CK2861
 CK2861                          STATION RECOVERY (1993)
 CK2861
 CK2861'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK2861'RECOVERED IN GOOD CONDITION.
 CK2861
 CK2861                          STATION RECOVERY (2002)
 CK2861
 CK2861'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2861'STATION IS LOCATED 4.9 MILES EAST OF COTTAGEVILLE, 20.6 MILES SOUTH
 CK2861'SOUTHEAST OF SAINT
 CK2861'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2861'COLUMBIA, SC
 CK2861'29202, PHONE 803-737-1350.
 CK2861'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2861'(COTTAGEVILLE
 CK2861'HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) IN COTTAGEVILLE, GO
 CK2861'EAST ON
 CK2861'HIGHWAY 17 FOR 3.4 MILES TO THE JUNCTION OF A SAND ROAD RIGHT
 CK2861'(SULLIVAN FARM ROAD),
 CK2861'CONTINUE ON HIGHWAY 17 ALTERNATE FOR 2.55 MILES TO THE STATION ON THE
 CK2861'RIGHT SET IN THE
 CK2861'WINGWALL AT THE SOUTHEAST CORNER OF THE BRIDGE OVER THE EDISTO RIVER.
 CK2861'STATION IS A
 CK2861'DISK SET IN A DRILL HOLE IN THE BRIDGE WINGWALL.
 CK2861'RECOVERED BY T. HALL.
 CK2861' 
 CK2861' 
 CK2861' 
 CK2861' 
 CK2861' 
 CK2861'
 CK2861
 CK2861                          STATION RECOVERY (2003)
 CK2861
 CK2861'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2860 ***********************************************************************
 CK2860  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2860  DESIGNATION -  866 4539 B TIDAL
 CK2860  PID         -  CK2860
 CK2860  STATE/COUNTY-  SC/DORCHESTER
 CK2860  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2860
 CK2860                         *CURRENT SURVEY CONTROL
 CK2860  ___________________________________________________________________
 CK2860* NAD 83(1986)-  32 55 38.     (N)    080 23 52.     (W)     SCALED    
 CK2860* NAVD 88     -         7.210  (meters)      23.65   (feet)  ADJUSTED  
 CK2860  ___________________________________________________________________
 CK2860  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 CK2860  DYNAMIC HT  -           7.202 (meters)      23.63  (feet)  COMP
 CK2860  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 CK2860
 CK2860  VERT ORDER  -  FIRST     CLASS II
 CK2860
 CK2860.The horizontal coordinates were scaled from a topographic map and have
 CK2860.an estimated accuracy of +/- 6 seconds.
 CK2860
 CK2860.The orthometric height was determined by differential leveling
 CK2860.and adjusted by the National Geodetic Survey in June 1991..
 CK2860
 CK2860.This Tidal Bench Mark is designated as VM 11003
 CK2860.by the Center for Operational Oceanographic Products and Services.
 CK2860
 CK2860.The geoid height was determined by GEOID03.
 CK2860
 CK2860.The dynamic height is computed by dividing the NAVD 88
 CK2860.geopotential number by the normal gravity value computed on the
 CK2860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2860.degrees latitude (g = 980.6199 gals.).
 CK2860
 CK2860.The modeled gravity was interpolated from observed gravity values.
 CK2860
 CK2860;                    North         East    Units  Estimated Accuracy
 CK2860;SPC SC       -   121,480.      665,920.      MT  (+/- 180 meters Scaled)
 CK2860
 CK2860                          SUPERSEDED SURVEY CONTROL
 CK2860
 CK2860  NGVD 29 (03/21/89)    7.502  (m)           24.61   (f) ADJUSTED    1 2
 CK2860
 CK2860.Superseded values are not recommended for survey control.
 CK2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2860.See file dsdata.txt to determine how the superseded data were derived.
 CK2860
 CK2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS563433(NAD 83)
 CK2860_MARKER: DJ = TIDAL STATION DISK
 CK2860_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK2860_SP_SET: COPPER-CLAD STEEL ROD
 CK2860_STAMPING: 4539 B 1977
 CK2860_MARK LOGO: NOS   
 CK2860_PROJECTION: RECESSED 3 CENTIMETERS
 CK2860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2860+STABILITY: POSITION/ELEVATION WELL
 CK2860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2860+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 CK2860_ROD/PIPE-DEPTH: 6.10 meters
 CK2860
 CK2860  HISTORY     - Date     Condition        Report By
 CK2860  HISTORY     - 1977     MONUMENTED       NOS
 CK2860  HISTORY     - 1983     GOOD             SCGS
 CK2860  HISTORY     - 19930612 GOOD             USPSQD
 CK2860  HISTORY     - 20020917 GOOD             SCGS
 CK2860  HISTORY     - 20030618 GOOD             USPSQD
 CK2860
 CK2860                          STATION DESCRIPTION
 CK2860
 CK2860'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2860'9.5 KM (5.9 MI) ESE FROM COTTAGEVILLE.
 CK2860'8.2 KILOMETERS (5.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2860'FROM THE COTTAGEVILLE POST OFFICE, SET ON THE SOUTH SIDE OF HIGHWAY 17
 CK2860'BY A POWER POLE, 1.8 METERS (6.0 FEET) SOUTH OF POWER POLE NUMBER
 CK2860'196989 WITH GUY WIRE, 7.8 METERS (25.8 FEET) NORTH-NORTHWEST OF A 40
 CK2860'INCH OAK TREE, 19.4 METERS (63.8 FEET) SOUTH OF THE APPROXIMATE CENTER
 CK2860'OF HIGHWAY 17, 17.7 METERS (58.2 FEET) SOUTHEAST OF THE SOUTHEAST END
 CK2860'OF BRIDGE OVER THE EDISTO RIVER.
 CK2860'THE MARK IS 2.00 M BELOW HIGHWAY 17.
 CK2860
 CK2860                          STATION RECOVERY (1993)
 CK2860
 CK2860'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK2860'RECOVERED IN GOOD CONDITION.
 CK2860
 CK2860                          STATION RECOVERY (2002)
 CK2860
 CK2860'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2860'STATION IS LOCATED 4.9 MILES EAST OF COTTAGEVILLE, 20.6 MILES SOUTH
 CK2860'SOUTHEAST OF SAINT
 CK2860'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2860'COLUMBIA, SC
 CK2860'29202, PHONE 803-737-1350.
 CK2860'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2860'(COTTAGEVILLE
 CK2860'HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) IN COTTAGEVILLE, GO
 CK2860'EAST ON
 CK2860'HIGHWAY 17 FOR 3.4 MILES TO THE JUNCTION OF A SAND ROAD RIGHT
 CK2860'(SULLIVAN FARM ROAD),
 CK2860'CONTINUE ON HIGHWAY 17 ALTERNATE FOR 2.55 MILES TO THE STATION ON THE
 CK2860'RIGHT NEAR A
 CK2860'POWER POLE NEAR THE BOTTOM OF THE HIGHWAY SHOULDER NEAR THE SOUTHEAST
 CK2860'CORNER OF
 CK2860'THE BRIDGE OVER THE EDISTO RIVER.
 CK2860'STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD RECESSED 0.1 FOOT AND
 CK2860'10.0 FEET BELOW
 CK2860'THE HIGHWAY, 6.0 FEET SOUTH OF THE POWER POLE NUMBER 196989, 144.3
 CK2860'FEET WEST OF TIDAL
 CK2860'BENCH MARK 866 4539 C TIDAL, 4.8 FEET NORTHEAST OF THE NORTHEAST
 CK2860'CORNER POST OF A CHAIN
 CK2860'LINK FENCE 28.4 FEET WEST OF A 1.6-FOOT PINE TREE, 26.6 FEET NORTHWEST
 CK2860'OF THE NORTHWEST
 CK2860'CORNER OF A VINYL-SIDED HOUSE.
 CK2860'RECOVERED BY T. HALL.
 CK2860' 
 CK2860' 
 CK2860' 
 CK2860' 
 CK2860' 
 CK2860'
 CK2860
 CK2860                          STATION RECOVERY (2003)
 CK2860
 CK2860'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2859 ***********************************************************************
 CK2859  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2859  DESIGNATION -  866 4539 C TIDAL
 CK2859  PID         -  CK2859
 CK2859  STATE/COUNTY-  SC/DORCHESTER
 CK2859  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2859
 CK2859                         *CURRENT SURVEY CONTROL
 CK2859  ___________________________________________________________________
 CK2859* NAD 83(1986)-  32 55 38.     (N)    080 23 52.     (W)     SCALED    
 CK2859* NAVD 88     -         7.418  (meters)      24.34   (feet)  ADJUSTED  
 CK2859  ___________________________________________________________________
 CK2859  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 CK2859  DYNAMIC HT  -           7.410 (meters)      24.31  (feet)  COMP
 CK2859  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 CK2859
 CK2859  VERT ORDER  -  FIRST     CLASS II
 CK2859
 CK2859.The horizontal coordinates were scaled from a topographic map and have
 CK2859.an estimated accuracy of +/- 6 seconds.
 CK2859
 CK2859.The orthometric height was determined by differential leveling
 CK2859.and adjusted by the National Geodetic Survey in June 1991..
 CK2859
 CK2859.This Tidal Bench Mark is designated as VM 11004
 CK2859.by the Center for Operational Oceanographic Products and Services.
 CK2859
 CK2859.The geoid height was determined by GEOID03.
 CK2859
 CK2859.The dynamic height is computed by dividing the NAVD 88
 CK2859.geopotential number by the normal gravity value computed on the
 CK2859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2859.degrees latitude (g = 980.6199 gals.).
 CK2859
 CK2859.The modeled gravity was interpolated from observed gravity values.
 CK2859
 CK2859;                    North         East    Units  Estimated Accuracy
 CK2859;SPC SC       -   121,480.      665,920.      MT  (+/- 180 meters Scaled)
 CK2859
 CK2859                          SUPERSEDED SURVEY CONTROL
 CK2859
 CK2859  NGVD 29 (03/21/89)    7.710  (m)           25.30   (f) ADJUSTED    1 2
 CK2859
 CK2859.Superseded values are not recommended for survey control.
 CK2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2859.See file dsdata.txt to determine how the superseded data were derived.
 CK2859
 CK2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS563433(NAD 83)
 CK2859_MARKER: DJ = TIDAL STATION DISK
 CK2859_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK2859_SP_SET: COPPER-CLAD STEEL ROD
 CK2859_STAMPING: 4539 C 1977
 CK2859_MARK LOGO: NOS   
 CK2859_PROJECTION: RECESSED 3 CENTIMETERS
 CK2859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2859+STABILITY: POSITION/ELEVATION WELL
 CK2859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2859+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 CK2859_ROD/PIPE-DEPTH: 3.66 meters
 CK2859
 CK2859  HISTORY     - Date     Condition        Report By
 CK2859  HISTORY     - 1977     MONUMENTED       NOS
 CK2859  HISTORY     - 1983     GOOD             SCGS
 CK2859  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 CK2859  HISTORY     - 20020917 GOOD             SCGS
 CK2859  HISTORY     - 20030618 MARK NOT FOUND   USPSQD
 CK2859
 CK2859                          STATION DESCRIPTION
 CK2859
 CK2859'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2859'9.5 KM (5.9 MI) ESE FROM COTTAGEVILLE.
 CK2859'8.3 KILOMETERS (5.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2859'FROM THE COTTAGEVILLE POST OFFICE, SET ALONG A DRIVE THAT LEADS SOUTH,
 CK2859'3.0 METERS (10.0 FEET) NORTH-NORTHWEST OF A LONE 6-INCH PINE TREE,
 CK2859'4.1 METERS (13.8 FEET) WEST OF THE APPROXIMATE CENTER OF A PAVED AND
 CK2859'CEMENT DRIVE, 28.8 METERS (94.7 FEET) SOUTHWEST OF 866 4539 D TIDAL,
 CK2859'28.1 METERS (92.4 FEET) SOUTH OF THE APPROXIMATE CENTER OF HIGHWAY 17,
 CK2859'24.5 METERS (80.8 FEET) NORTHWEST OF THE NORTHWEST CORNER OF A
 CK2859'ONE-STORY BRICK HOME.
 CK2859'THE MARK IS 2.00 M BELOW HIGHWAY 17.
 CK2859
 CK2859                          STATION RECOVERY (1993)
 CK2859
 CK2859'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK2859'MARK NOT FOUND.
 CK2859
 CK2859                          STATION RECOVERY (2002)
 CK2859
 CK2859'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2859'STATION IS LOCATED 4.95 MILES EAST OF COTTAGEVILLE, 20.6 MILES SOUTH
 CK2859'SOUTHEAST OF SAINT
 CK2859'GEORGE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2859'COLUMBIA, SC
 CK2859'29202, PHONE 803-737-1350.
 CK2859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2859'(COTTAGEVILLE
 CK2859'HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) IN COTTAGEVILLE, GO
 CK2859'EAST ON
 CK2859'HIGHWAY 17 FOR 3.4 MILES TO THE JUNCTION OF A SAND ROAD RIGHT
 CK2859'(SULLIVAN FARM ROAD),
 CK2859'CONTINUE ON HIGHWAY 17 ALTERNATE FOR 2.55 MILES TO THE EAST SIDE OF
 CK2859'THE BRIDGE
 CK2859'OVER THE EDISTO RIVER, CONTINUE ON HIGHWAY 17 ALTERNATE FOR 0.05 MILE
 CK2859'TO THE
 CK2859'STATION ON THE RIGHT NEAR A SMALL PORTABLE STORAGE BUILDING IN THE
 CK2859'SOUTHWEST
 CK2859'ANGLE OF AN ASPHALT AND CONCRETE DRIVEWAY LEADING TO SEVERAL HOMES AND
 CK2859'A
 CK2859'GATE.
 CK2859'STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD RECESSED 0.5 FOOT AND
 CK2859'7.0 FEET BELOW THE
 CK2859'HIGHWAY, 14.0 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 93.0 FEET WEST
 CK2859'SOUTHWEST OF
 CK2859'THE CENTER OF THE HIGHWAY, 1.0 FOOT WEST OF THE NORTHWEST CHAIN LINK
 CK2859'FENCE CORNER
 CK2859'POST OF THE GATED DRIVEWAY, 43.9 FEET EAST NORTHEAST OF THE NORTHEAST
 CK2859'CORNER OF A
 CK2859'SMALL WOODEN PUMP HOUSE, 144.3 FEET EAST OF TIDAL BENCH MARK 866 4539
 CK2859'B TIDAL.
 CK2859'RECOVERED BY T. HALL.
 CK2859' 
 CK2859' 
 CK2859' 
 CK2859' 
 CK2859' 
 CK2859' 
 CK2859' 
 CK2859'
 CK2859
 CK2859                          STATION RECOVERY (2003)
 CK2859
 CK2859'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2859'HOUSE IS INSIDE A CLOSED AND LOCKED FENCE.  NO ACCESS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2858 ***********************************************************************
 CK2858  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2858  DESIGNATION -  866 4539 D TIDAL
 CK2858  PID         -  CK2858
 CK2858  STATE/COUNTY-  SC/DORCHESTER
 CK2858  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2858
 CK2858                         *CURRENT SURVEY CONTROL
 CK2858  ___________________________________________________________________
 CK2858* NAD 83(1986)-  32 55 38.     (N)    080 23 52.     (W)     SCALED    
 CK2858* NAVD 88     -         9.095  (meters)      29.84   (feet)  ADJUSTED  
 CK2858  ___________________________________________________________________
 CK2858  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 CK2858  DYNAMIC HT  -           9.086 (meters)      29.81  (feet)  COMP
 CK2858  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 CK2858
 CK2858  VERT ORDER  -  FIRST     CLASS II
 CK2858
 CK2858.The horizontal coordinates were scaled from a topographic map and have
 CK2858.an estimated accuracy of +/- 6 seconds.
 CK2858
 CK2858.The orthometric height was determined by differential leveling
 CK2858.and adjusted by the National Geodetic Survey in June 1991..
 CK2858
 CK2858.This Tidal Bench Mark is designated as VM 11005
 CK2858.by the Center for Operational Oceanographic Products and Services.
 CK2858
 CK2858.The geoid height was determined by GEOID03.
 CK2858
 CK2858.The dynamic height is computed by dividing the NAVD 88
 CK2858.geopotential number by the normal gravity value computed on the
 CK2858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2858.degrees latitude (g = 980.6199 gals.).
 CK2858
 CK2858.The modeled gravity was interpolated from observed gravity values.
 CK2858
 CK2858;                    North         East    Units  Estimated Accuracy
 CK2858;SPC SC       -   121,480.      665,920.      MT  (+/- 180 meters Scaled)
 CK2858
 CK2858                          SUPERSEDED SURVEY CONTROL
 CK2858
 CK2858  NGVD 29 (03/21/89)    9.388  (m)           30.80   (f) ADJUSTED    1 2
 CK2858
 CK2858.Superseded values are not recommended for survey control.
 CK2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2858.See file dsdata.txt to determine how the superseded data were derived.
 CK2858
 CK2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS563433(NAD 83)
 CK2858_MARKER: DJ = TIDAL STATION DISK
 CK2858_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK2858_SP_SET: COPPER-CLAD STEEL ROD
 CK2858_STAMPING: 4539 D 1977
 CK2858_MARK LOGO: NOS   
 CK2858_PROJECTION: FLUSH
 CK2858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2858+STABILITY: POSITION/ELEVATION WELL
 CK2858_ROD/PIPE-DEPTH: 4.88 meters
 CK2858
 CK2858  HISTORY     - Date     Condition        Report By
 CK2858  HISTORY     - 1977     MONUMENTED       NOS
 CK2858  HISTORY     - 1983     GOOD             SCGS
 CK2858  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 CK2858  HISTORY     - 20020917 MARK NOT FOUND   SCGS
 CK2858  HISTORY     - 20030618 MARK NOT FOUND   USPSQD
 CK2858
 CK2858                          STATION DESCRIPTION
 CK2858
 CK2858'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2858'9.5 KM (5.9 MI) ESE FROM COTTAGEVILLE.
 CK2858'8.3 KILOMETERS (5.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2858'FROM THE COTTAGEVILLE POST OFFICE, SET IN LINE WITH POWER POLE ON THE
 CK2858'SOUTH SIDE OF HIGHWAY 17, 1.6 METERS (5.3 FEET) NORTHWEST OF A POWER
 CK2858'POLE NUMBER 230676 WITH TRANSFORMER, 11.9 METERS (39.0 FEET) SOUTH OF
 CK2858'THE APPROXIMATE CENTER OF HIGHWAY 17, 22.4 METERS (73.8 FEET)
 CK2858'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF PAVED DRIVE LEADING SOUTH,
 CK2858'12.7 METERS (41.9 FEET) NORTH OF A 50-INCH OAK TREE.
 CK2858'THE MARK IS 0.20 M BELOW HIGHWAY 17.
 CK2858
 CK2858                          STATION RECOVERY (1993)
 CK2858
 CK2858'RECOVERY NOTE BY US POWER SQUADRON 1993 (LFH)
 CK2858'MARK NOT FOUND.
 CK2858
 CK2858                          STATION RECOVERY (2002)
 CK2858
 CK2858'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2858'NOT RECOVERED,  SEARCHED 10 MINUTES WITH NO RESULTS, MEASUREMENTS LED
 CK2858'TO AN AREA
 CK2858'NOW
 CK2858'GRADED FOR HIGHWAY SHOULDER MAINTENANCE,  PRESUMED DESTROYED.
 CK2858'RECOVERY BY T. HALL.
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858' 
 CK2858'
 CK2858
 CK2858                          STATION RECOVERY (2003)
 CK2858
 CK2858'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK2858'SEARCHED NW OF PP 230676 WITH MICRONTA 4001 AND PROBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2862 ***********************************************************************
 CK2862  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2862  DESIGNATION -  866 4539 E TIDAL
 CK2862  PID         -  CK2862
 CK2862  STATE/COUNTY-  SC/COLLETON
 CK2862  USGS QUAD   -  COTTAGEVILLE (1980)
 CK2862
 CK2862                         *CURRENT SURVEY CONTROL
 CK2862  ___________________________________________________________________
 CK2862* NAD 83(1986)-  32 55 36.     (N)    080 23 54.     (W)     SCALED    
 CK2862* NAVD 88     -        10.225  (meters)      33.55   (feet)  ADJUSTED  
 CK2862  ___________________________________________________________________
 CK2862  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 CK2862  DYNAMIC HT  -          10.214 (meters)      33.51  (feet)  COMP
 CK2862  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 CK2862
 CK2862  VERT ORDER  -  FIRST     CLASS II
 CK2862
 CK2862.The horizontal coordinates were scaled from a topographic map and have
 CK2862.an estimated accuracy of +/- 6 seconds.
 CK2862
 CK2862.The orthometric height was determined by differential leveling
 CK2862.and adjusted by the National Geodetic Survey in June 1991..
 CK2862
 CK2862.This Tidal Bench Mark is designated as VM 11006
 CK2862.by the Center for Operational Oceanographic Products and Services.
 CK2862
 CK2862.The geoid height was determined by GEOID03.
 CK2862
 CK2862.The dynamic height is computed by dividing the NAVD 88
 CK2862.geopotential number by the normal gravity value computed on the
 CK2862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2862.degrees latitude (g = 980.6199 gals.).
 CK2862
 CK2862.The modeled gravity was interpolated from observed gravity values.
 CK2862
 CK2862;                    North         East    Units  Estimated Accuracy
 CK2862;SPC SC       -   121,420.      665,870.      MT  (+/- 180 meters Scaled)
 CK2862
 CK2862                          SUPERSEDED SURVEY CONTROL
 CK2862
 CK2862  NGVD 29 (03/21/89)   10.517  (m)           34.50   (f) ADJUSTED    1 2
 CK2862
 CK2862.Superseded values are not recommended for survey control.
 CK2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2862.See file dsdata.txt to determine how the superseded data were derived.
 CK2862
 CK2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS562433(NAD 83)
 CK2862_MARKER: DJ = TIDAL STATION DISK
 CK2862_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK2862_SP_SET: BRIDGE WINGWALL
 CK2862_STAMPING: 4539 E 1977
 CK2862_MARK LOGO: NOS   
 CK2862_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2862+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 CK2862
 CK2862  HISTORY     - Date     Condition        Report By
 CK2862  HISTORY     - 1977     MONUMENTED       NOS
 CK2862  HISTORY     - 1983     GOOD             SCGS
 CK2862  HISTORY     - 19930818 GOOD             SCGS
 CK2862  HISTORY     - 20020903 GOOD             SCGS
 CK2862
 CK2862                          STATION DESCRIPTION
 CK2862
 CK2862'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2862'9.2 KM (5.7 MI) ESE FROM COTTAGEVILLE.
 CK2862'THE MARK IS 0.30 M ABOVE HIGHWAY 17.
 CK2862'7.9 KILOMETERS (4.9 MILES) SOUTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK2862'FROM THE COTTAGEVILLE POST OFFICE, SET IN THE SOUTHWEST WINGWALL OF
 CK2862'BRIDGE OVER THE EDISTO RIVER, THE EDISTO RIVER IS THE COUNTY LINE.
 CK2862
 CK2862                          STATION RECOVERY (1993)
 CK2862
 CK2862'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993
 CK2862'STATION IS LOCATED 4.8 MILES (7.7 KM) EAST SOUTHEAST OF COTTAGEVILLE.
 CK2862'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191,
 CK2862'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE
 CK2862'JUNCTION OF U.S. HIGHWAY 17 ALTERNATE (MAIN STREET) AND STATE HIGHWAY
 CK2862'651 (SPRING HILL ROAD) AT THE WEST EDGE OF COTTAGEVILLE, GO EAST ON
 CK2862'HIGHWAY 17 ALTERNATE FOR 5.2 MILES (8.4 KM) TO THE JUNCTION OF STATE
 CK2862'ROAD 91, CONTINUE ON HIGHWAY 17 ALTERNATE FOR 0.6 MILE (1.0 KM) TO
 CK2862'THE BRIDGE OVER THE EDISTO RIVER (DORCHESTER COUNTY LINE) AND THE
 CK2862'STATION IN THE SOUTHWEST WINGWALL OF THE BRIDGE. STATION IS A DRILL
 CK2862'MARK IN THE WINGWALL AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 1.6 FEET
 CK2862'(0.5 M) NORTH OF THE SOUTH END OF THE WINGWALL, 27.3 FEET (8.3 M)
 CK2862'SOUTH OF THE CENTER OF THE HIGHWAY, 2.5 FEET (0.8 M) EAST SOUTHEAST OF
 CK2862'A WITNESS POST. RECOVERED BY T. HALL.
 CK2862
 CK2862                          STATION RECOVERY (2002)
 CK2862
 CK2862'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CK2862'STATION IS LOCATED 4.75 MILES EAST OF COTTAGEVILLE, 15.6 MILES EAST OF
 CK2862'WALTERBORO.
 CK2862'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 CK2862'SC
 CK2862'29202, PHONE 803-737-1350.
 CK2862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 ALTERNATE
 CK2862'(COTTAGEVILLE
 CK2862'HIGHWAY) AND STATE HIGHWAY 651 (REHOBOTH ROAD) IN COTTAGEVILLE, GO
 CK2862'EAST ON
 CK2862'HIGHWAY 17 FOR 3.4 MILES TO THE JUNCTION OF A SAND ROAD RIGHT
 CK2862'(SULLIVAN FARM ROAD),
 CK2862'CONTINUE ON HIGHWAY 17 ALTERNATE FOR 2.4 MILES TO THE STATION ON THE
 CK2862'RIGHT SET IN THE
 CK2862'WINGWALL AT THE SOUTHWEST CORNER OF THE BRIDGE OVER THE EDISTO RIVER.
 CK2862'STATION IS A DISK SET IN A DRILL HOLE IN THE BRIDGE WINGWALL AND 0.5
 CK2862'FOOT ABOVE THE
 CK2862'HIGHWAY.
 CK2862'RECOVERED BY T. HALL.
 CK2862' 
 CK2862' 
 CK2862' 
 CK2862' 
 CK2862' 
 CK2862' 
 CK2862'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0224 ***********************************************************************
 CJ0224  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0224  DESIGNATION -  866 4541 F TIDAL
 CJ0224  PID         -  CJ0224
 CJ0224  STATE/COUNTY-  SC/BERKELEY
 CJ0224  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0224
 CJ0224                         *CURRENT SURVEY CONTROL
 CJ0224  ___________________________________________________________________
 CJ0224* NAD 83(1986)-  32 55 34.     (N)    079 59 04.     (W)     SCALED    
 CJ0224* NAVD 88     -         8.197  (meters)      26.89   (feet)  ADJUSTED  
 CJ0224  ___________________________________________________________________
 CJ0224  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 CJ0224  DYNAMIC HT  -           8.188 (meters)      26.86  (feet)  COMP
 CJ0224  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 CJ0224
 CJ0224  VERT ORDER  -  FIRST     CLASS II
 CJ0224
 CJ0224.The horizontal coordinates were scaled from a topographic map and have
 CJ0224.an estimated accuracy of +/- 6 seconds.
 CJ0224
 CJ0224.The orthometric height was determined by differential leveling
 CJ0224.and adjusted by the National Geodetic Survey in June 1991..
 CJ0224
 CJ0224.This Tidal Bench Mark is designated as VM 4058
 CJ0224.by the Center for Operational Oceanographic Products and Services.
 CJ0224
 CJ0224.The geoid height was determined by GEOID03.
 CJ0224
 CJ0224.The dynamic height is computed by dividing the NAVD 88
 CJ0224.geopotential number by the normal gravity value computed on the
 CJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0224.degrees latitude (g = 980.6199 gals.).
 CJ0224
 CJ0224.The modeled gravity was interpolated from observed gravity values.
 CJ0224
 CJ0224;                    North         East    Units  Estimated Accuracy
 CJ0224;SPC SC       -   121,660.      704,570.      MT  (+/- 180 meters Scaled)
 CJ0224
 CJ0224                          SUPERSEDED SURVEY CONTROL
 CJ0224
 CJ0224  NGVD 29 (03/21/89)    8.494  (m)           27.87   (f) ADJUSTED    1 2
 CJ0224
 CJ0224.Superseded values are not recommended for survey control.
 CJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0224.See file dsdata.txt to determine how the superseded data were derived.
 CJ0224
 CJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS949435(NAD 83)
 CJ0224_MARKER: DJ = TIDAL STATION DISK
 CJ0224_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CJ0224_SP_SET: GALVANIZED STEEL ROD
 CJ0224_STAMPING: 4541 F 1979
 CJ0224_MARK LOGO: NOS   
 CJ0224_PROJECTION: FLUSH
 CJ0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0224+STABILITY: POSITION/ELEVATION WELL
 CJ0224_ROD/PIPE-DEPTH: 7.32 meters
 CJ0224
 CJ0224  HISTORY     - Date     Condition        Report By
 CJ0224  HISTORY     - 1979     MONUMENTED       NOS
 CJ0224  HISTORY     - 1979     GOOD             NGS
 CJ0224  HISTORY     - 1983     GOOD             SCGS
 CJ0224  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0224  HISTORY     - 19970103 MARK NOT FOUND   USPSQD
 CJ0224
 CJ0224                          STATION DESCRIPTION
 CJ0224
 CJ0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0224'5.1 MI NORTH FROM NORTH CHARLESTON.
 CJ0224'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CJ0224'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CJ0224'THENCE 2.6 MILES NORTHEAST ALONG YEAMANS HALL ROAD, 0.3 MILE NORTHEAST
 CJ0224'OF THE ENTRANCE TO THE YEAMANS HALL CLUB, 300.0 FT. NORTHEAST OF AND
 CJ0224'ACROSS THE ROAD FROM BENCH MARK 866-4541 G TIDAL, 154.1 FT.
 CJ0224'SOUTH-SOUTHEAST OF BENCH MARK 866-4541 TIDAL 5, 65.5 FT. SOUTHEAST
 CJ0224'OF POWER POLE 160134, 35.7 FT. SOUTH OF THE CENTERLINE OF A TRNG
 CJ0224'ROAD LEADING EAST, 26.6 FT. EAST OF THE CENTERLINE OF THE ROAD.
 CJ0224'THE MARK IS ABOVE LEVEL WITH ROAD.
 CJ0224
 CJ0224                          STATION RECOVERY (1983)
 CJ0224
 CJ0224'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0224'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KILOMETER
 CJ0224'(0.4 MILE) NORTHWEST ALONG GAYNOR AVENUE FROM THE AMTRACK RAILROAD
 CJ0224'STATION IN NORTH CHARLESTON, THENCE 0.5 KILOMETER (0.3 MILE) WEST
 CJ0224'ALONG MONTAGUE TO U.S. HIGHWAYS 52 AND 78, THENCE 2.4 KILOMETERS (1.5
 CJ0224'MILES) NORTHWEST ALONG U.S. HIGHWAYS 52 AND 78, THENCE 0.55 KILOMETER
 CJ0224'(0.35 MILE) EAST ALONG REMOUNT ROAD, THENCE 3.0 KILOMETERS (1.9 MILES)
 CJ0224'NORTHEAST ALONG YEAMANS HALL ROAD TO NORTH RHETT AVENUE, CONTINUE 0.3
 CJ0224'KILOMETER (0.2 MILE) NORTHEAST ALONG YEAMANS HALL ROAD TO A ENTRANCE
 CJ0224'GATE TO YEAMANS HALL (ALSO END OF PAVEMENT), CONTINUE THROUGH ENTRANCE
 CJ0224'GATE FOR 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG A SAND ROAD TO A
 CJ0224'Y-INTERSECTION, THENCE 0.5 KILOMETER (0.3 MILE) NORTHERLY ALONG
 CJ0224'CLUBHOUSE ROAD, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A
 CJ0224'DIRT DRIVE LEADING EAST, 19.69 METERS (65.5 FEET) SOUTHEAST OF POWER
 CJ0224'POLE NUMBER 160134, 10.88 METERS (35.7 FEET) SOUTH OF THE APPROXIMATE
 CJ0224'CENTER OF THE DIRT DRIVE, 8.1 METERS (26.5 FEET) EAST OF THE
 CJ0224'APPROXIMATE CENTER OF CLUBHOUSE ROAD.
 CJ0224'THE MARK IS 0.50 M ABOVE ROAD.
 CJ0224
 CJ0224                          STATION RECOVERY (1992)
 CJ0224
 CJ0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0224'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 CJ0224
 CJ0224                          STATION RECOVERY (1997)
 CJ0224
 CJ0224'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0222 ***********************************************************************
 CJ0222  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0222  DESIGNATION -  866 4541 H TIDAL
 CJ0222  PID         -  CJ0222
 CJ0222  STATE/COUNTY-  SC/BERKELEY
 CJ0222  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0222
 CJ0222                         *CURRENT SURVEY CONTROL
 CJ0222  ___________________________________________________________________
 CJ0222* NAD 83(1986)-  32 55 32.     (N)    079 59 04.     (W)     SCALED    
 CJ0222* NAVD 88     -         7.346  (meters)      24.10   (feet)  ADJUSTED  
 CJ0222  ___________________________________________________________________
 CJ0222  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 CJ0222  DYNAMIC HT  -           7.338 (meters)      24.07  (feet)  COMP
 CJ0222  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 CJ0222
 CJ0222  VERT ORDER  -  FIRST     CLASS II
 CJ0222
 CJ0222.The horizontal coordinates were scaled from a topographic map and have
 CJ0222.an estimated accuracy of +/- 6 seconds.
 CJ0222
 CJ0222.The orthometric height was determined by differential leveling
 CJ0222.and adjusted by the National Geodetic Survey in June 1991..
 CJ0222
 CJ0222.This Tidal Bench Mark is designated as VM 4060
 CJ0222.by the Center for Operational Oceanographic Products and Services.
 CJ0222
 CJ0222.The geoid height was determined by GEOID03.
 CJ0222
 CJ0222.The dynamic height is computed by dividing the NAVD 88
 CJ0222.geopotential number by the normal gravity value computed on the
 CJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0222.degrees latitude (g = 980.6199 gals.).
 CJ0222
 CJ0222.The modeled gravity was interpolated from observed gravity values.
 CJ0222
 CJ0222;                    North         East    Units  Estimated Accuracy
 CJ0222;SPC SC       -   121,590.      704,570.      MT  (+/- 180 meters Scaled)
 CJ0222
 CJ0222                          SUPERSEDED SURVEY CONTROL
 CJ0222
 CJ0222  NGVD 29 (03/21/89)    7.643  (m)           25.08   (f) ADJUSTED    1 2
 CJ0222
 CJ0222.Superseded values are not recommended for survey control.
 CJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0222.See file dsdata.txt to determine how the superseded data were derived.
 CJ0222
 CJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS949434(NAD 83)
 CJ0222_MARKER: DJ = TIDAL STATION DISK
 CJ0222_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CJ0222_SP_SET: GALVANIZED STEEL ROD
 CJ0222_STAMPING: 4541 H 1979
 CJ0222_MARK LOGO: NOS   
 CJ0222_PROJECTION: FLUSH
 CJ0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0222+STABILITY: POSITION/ELEVATION WELL
 CJ0222_ROD/PIPE-DEPTH: 7.32 meters
 CJ0222
 CJ0222  HISTORY     - Date     Condition        Report By
 CJ0222  HISTORY     - 1979     MONUMENTED       NOS
 CJ0222  HISTORY     - 1979     GOOD             NGS
 CJ0222  HISTORY     - 1983     GOOD             SCGS
 CJ0222  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0222
 CJ0222                          STATION DESCRIPTION
 CJ0222
 CJ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0222'5.1 MI NORTH FROM NORTH CHARLESTON.
 CJ0222'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CJ0222'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ON REMOUNT ROAD,
 CJ0222'THENCE 2.5 MILES NORTHEAST ALONG YEAMANS HALL ROAD, 0.25 MILE
 CJ0222'NORTHEAST OF THE ENTRANCE TO THE YEAMANS HALL CLUB, 255 FT. SOUTH OF
 CJ0222'AND ACROSS THE ROAD FROM BENCH MARK 866-4541 G TIDAL, 39.8 FT.
 CJ0222'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9.6 FT. NORTHWEST OF A
 CJ0222'30-INCH PINE TREE, 5.0 FT. NORTHWEST OF THE EDGE OF A CLEARING.
 CJ0222'THE MARK IS ABOVE LEVEL WITH ROAD.
 CJ0222
 CJ0222                          STATION RECOVERY (1983)
 CJ0222
 CJ0222'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0222'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KILOMETER
 CJ0222'(0.4 MILE) NORTHWEST ALONG GAYNOR AVENUE FROM THE AMTRACK RAILROAD
 CJ0222'STATION IN NORTH CHARLESTON, THENCE 0.5 KILOMETER (0.3 MILE) WEST
 CJ0222'ALONG MONTAGUE TO U.S. HIGHWAYS 52 AND 78, THENCE 2.4 KILOMETERS (1.5
 CJ0222'MILES) NORTHWEST ALONG U.S. HIGHWAYS 52 AND 78, THENCE 0.55 KILOMETER
 CJ0222'(0.35 MILE) EAST ALONG REMOUNT ROAD, THENCE 3.0 KILOMETERS (1.9 MILES)
 CJ0222'NORTHEAST ALONG YEAMANS HALL ROAD TO NORTH RHETT AVENUE, CONTINUE 0.3
 CJ0222'KILOMETER (0.2 MILE) NORTHEAST ALONG YEAMANS HALL ROAD TO AN ENTRANCE
 CJ0222'GATE TO YEAMANS HALL (ALSO END OF PAVEMENT), CONTINUE THROUGH ENTRANCE
 CJ0222'GATE FOR 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG A SAND ROAD TO A
 CJ0222'Y-INTERESECTION, THENCE 0.3 KILOMETER (0.2 MILE) NORTHERLY ALONG
 CJ0222'CLUBHOUSE ROAD, SET ON THE EAST SIDE OF THE ROAD AT THE NORTH EDGE OF
 CJ0222'A CLEARING, JUST BEFORE THE ROAD STRAIGHTENS, APPROXIMATELY 555 FEET
 CJ0222'SOUTH-SOUTHWEST OF 866 4541 F TIDAL, 2.93 METERS (9.6 FEET) NORTHWEST
 CJ0222'OF A 50-INCH PINE TREE AT THE EDGE OF A CLEARING, 12.13 METERS (39.8
 CJ0222'FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF CLUBHOUSE ROAD.
 CJ0222'THE MARK IS ABOVE LEVEL WITH ROAD.
 CJ0222
 CJ0222                          STATION RECOVERY (1992)
 CJ0222
 CJ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0222'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0229 ***********************************************************************
 CJ0229  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0229  DESIGNATION -  866 4541 TIDAL 1
 CJ0229  PID         -  CJ0229
 CJ0229  STATE/COUNTY-  SC/BERKELEY
 CJ0229  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0229
 CJ0229                         *CURRENT SURVEY CONTROL
 CJ0229  ___________________________________________________________________
 CJ0229* NAD 83(1986)-  32 55 35.     (N)    079 59 08.     (W)     SCALED    
 CJ0229* NAVD 88     -         1.999  (meters)       6.56   (feet)  ADJUSTED  
 CJ0229  ___________________________________________________________________
 CJ0229  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 CJ0229  DYNAMIC HT  -           1.996 (meters)       6.55  (feet)  COMP
 CJ0229  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 CJ0229
 CJ0229  VERT ORDER  -  FIRST     CLASS II
 CJ0229
 CJ0229.The horizontal coordinates were scaled from a topographic map and have
 CJ0229.an estimated accuracy of +/- 6 seconds.
 CJ0229
 CJ0229.The orthometric height was determined by differential leveling
 CJ0229.and adjusted by the National Geodetic Survey in June 1991..
 CJ0229
 CJ0229.This Tidal Bench Mark is designated as VM 4053
 CJ0229.by the Center for Operational Oceanographic Products and Services.
 CJ0229
 CJ0229.The geoid height was determined by GEOID03.
 CJ0229
 CJ0229.The dynamic height is computed by dividing the NAVD 88
 CJ0229.geopotential number by the normal gravity value computed on the
 CJ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0229.degrees latitude (g = 980.6199 gals.).
 CJ0229
 CJ0229.The modeled gravity was interpolated from observed gravity values.
 CJ0229
 CJ0229;                    North         East    Units  Estimated Accuracy
 CJ0229;SPC SC       -   121,690.      704,470.      MT  (+/- 180 meters Scaled)
 CJ0229
 CJ0229                          SUPERSEDED SURVEY CONTROL
 CJ0229
 CJ0229  NGVD 29 (03/21/89)    2.296  (m)            7.53   (f) ADJUSTED    1 2
 CJ0229
 CJ0229.Superseded values are not recommended for survey control.
 CJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0229.See file dsdata.txt to determine how the superseded data were derived.
 CJ0229
 CJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS948435(NAD 83)
 CJ0229_MARKER: DJ = TIDAL STATION DISK
 CJ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0229_SP_SET: CONCRETE POST
 CJ0229_STAMPING: NO 1 1934
 CJ0229_MARK LOGO: CGS   
 CJ0229_PROJECTION: FLUSH
 CJ0229_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0229+STABILITY: SURFACE MOTION
 CJ0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0229+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0229
 CJ0229  HISTORY     - Date     Condition        Report By
 CJ0229  HISTORY     - 1934     MONUMENTED       CGS
 CJ0229  HISTORY     - 1979     GOOD             NGS
 CJ0229  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 CJ0229  HISTORY     - 19920817 GOOD             NGS
 CJ0229
 CJ0229                          STATION DESCRIPTION
 CJ0229
 CJ0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0229'5.3 MI NORTH FROM NORTH CHARLESTON.
 CJ0229'THE MARK IS 4 FT BELOW HOUSE.
 CJ0229'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CJ0229'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CJ0229'THENCE 2.7 MILES NORTHEAST ALONG YEAMANS HALL ROAD, 0.35 MILE
 CJ0229'NORTHEAST OF THE ENTRANCE TO YEAMANS HALL CLUB, ABOUT 210 FT. WEST OF
 CJ0229'THE CENTERLINE OF THE ROAD, 50.0 FT. WEST OF THE SOUTHWEST CORNER OF
 CJ0229'THE MCKEEVER RESIDENCE, 13.0 FT. SOUTH OF THE SOUTH EDGE OF THE STEPS
 CJ0229'LEADING TO THE DOCK.
 CJ0229
 CJ0229                          STATION RECOVERY (1991)
 CJ0229
 CJ0229'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0229'MARK NOT FOUND.
 CJ0229
 CJ0229                          STATION RECOVERY (1992)
 CJ0229
 CJ0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0229'2.0 KM (1.25 MI) EASTERLY ALONG MONTAGUE AVENUE FROM THE JUNCTION OF
 CJ0229'U.S. HIGHWAYS 52 AND 78 (RIVERS AVENUE) IN NORTH CHARLESTON, THENCE
 CJ0229'4.7 KM (2.90 MI) NORTHERLY ALONG NORTH RHETT AVENUE AND NORTH RHETT
 CJ0229'ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG YEAMANS HALL ROAD AND A
 CJ0229'SAND ROAD, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A DRIVEWAY, 15.2 M
 CJ0229'(49.9 FT) WEST OF THE SOUTHWEST CORNER OF THE L.R. DRAKE RESIDENCE,
 CJ0229'6.3 M (20.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WALKWAY
 CJ0229'LEADING TO A DOCK, 5.9 M (19.4 FT) SOUTH-SOUTHEAST OF A 24-INCH OAK
 CJ0229'TREE, 4.1 M (13.5 FT) SOUTH OF THE SOUTH EDGE OF A STEP LEADING TO
 CJ0229'THE DOCK, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE DRIVEWAY, AND THE
 CJ0229'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0228 ***********************************************************************
 CJ0228  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0228  DESIGNATION -  866 4541 TIDAL 2
 CJ0228  PID         -  CJ0228
 CJ0228  STATE/COUNTY-  SC/BERKELEY
 CJ0228  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0228
 CJ0228                         *CURRENT SURVEY CONTROL
 CJ0228  ___________________________________________________________________
 CJ0228* NAD 83(1986)-  32 55 35.     (N)    079 59 07.     (W)     SCALED    
 CJ0228* NAVD 88     -         4.788  (meters)      15.71   (feet)  ADJUSTED  
 CJ0228  ___________________________________________________________________
 CJ0228  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 CJ0228  DYNAMIC HT  -           4.783 (meters)      15.69  (feet)  COMP
 CJ0228  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 CJ0228
 CJ0228  VERT ORDER  -  FIRST     CLASS II
 CJ0228
 CJ0228.The horizontal coordinates were scaled from a topographic map and have
 CJ0228.an estimated accuracy of +/- 6 seconds.
 CJ0228
 CJ0228.The orthometric height was determined by differential leveling
 CJ0228.and adjusted by the National Geodetic Survey in June 1991..
 CJ0228
 CJ0228.This Tidal Bench Mark is designated as VM 4054
 CJ0228.by the Center for Operational Oceanographic Products and Services.
 CJ0228
 CJ0228.The geoid height was determined by GEOID03.
 CJ0228
 CJ0228.The dynamic height is computed by dividing the NAVD 88
 CJ0228.geopotential number by the normal gravity value computed on the
 CJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0228.degrees latitude (g = 980.6199 gals.).
 CJ0228
 CJ0228.The modeled gravity was interpolated from observed gravity values.
 CJ0228
 CJ0228;                    North         East    Units  Estimated Accuracy
 CJ0228;SPC SC       -   121,690.      704,500.      MT  (+/- 180 meters Scaled)
 CJ0228
 CJ0228                          SUPERSEDED SURVEY CONTROL
 CJ0228
 CJ0228  NGVD 29 (03/21/89)    5.085  (m)           16.68   (f) ADJUSTED    1 2
 CJ0228
 CJ0228.Superseded values are not recommended for survey control.
 CJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0228.See file dsdata.txt to determine how the superseded data were derived.
 CJ0228
 CJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS948435(NAD 83)
 CJ0228_MARKER: DJ = TIDAL STATION DISK
 CJ0228_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CJ0228+WITH SETTING: PAVEMENT
 CJ0228_STAMPING: NO 2 1934
 CJ0228_MARK LOGO: CGS   
 CJ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0228+STABILITY: SURFACE MOTION
 CJ0228
 CJ0228  HISTORY     - Date     Condition        Report By
 CJ0228  HISTORY     - 1934     MONUMENTED       CGS
 CJ0228  HISTORY     - 1979     GOOD             NGS
 CJ0228  HISTORY     - 1985     GOOD             SCGS
 CJ0228  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0228
 CJ0228                          STATION DESCRIPTION
 CJ0228
 CJ0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0228'5.3 MI NORTH FROM NORTH CHARLESTON.
 CJ0228'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CJ0228'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CJ0228'THENCE 2.7 MILES NORTHEAST ALONG YEAMANS HALL ROAD, 0.35 MILE
 CJ0228'NORTHEAST OF THE ENTRANCE TO YEAMANS HALL CLUB, ABOUT 170 FT. WEST OF
 CJ0228'THE CENTERLINE OF THE ROAD, DISK IS IN THE RETAINING WALL FOR THE
 CJ0228'BRICK STEPS LEADING TO THE BASEMENT AT THE SOUTHWEST CORNER OF THE
 CJ0228'MCKEEVER RESIDENCE.
 CJ0228'THE MARK IS ABOVE LEVEL WITH TOP OF STEPS.
 CJ0228
 CJ0228                          STATION RECOVERY (1985)
 CJ0228
 CJ0228'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0228'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KILOMETER
 CJ0228'(0.4 MILE) NORTHWEST ALONG GAYNOR AVENUE FROM THE AMTRACK RAILROAD
 CJ0228'STATION IN NORTH CHARLESTON, THENCE 0.5 KILOMETER (0.3 MILE) WEST
 CJ0228'ALONG MONTAGUE AVENUE TO U.S. HIGHWAYS 52 AND 78, THENCE 2.4
 CJ0228'KILOMETERS (1.5 MILES) NORTHWEST ALONG U.S. HIGHWAYS 52 AND 78, THENCE
 CJ0228'0.55 KILOMETER (0.35 MILE) EAST ALONG REMOUNT ROAD, THENCE 3.0
 CJ0228'KILOMETERS (1.9 MILES) NORTHEAST ALONG YEAMANS HALL ROAD TO NORTH
 CJ0228'RHETT AVENUE, CONTINUE 0.3 KILOMETER (0.2 MILE) NORTHEAST ALONG
 CJ0228'YEAMANS HALL ROAD TO THE ENTRANCE GATE TO YEAMANS HALL (ALSO END OF
 CJ0228'PAVEMENT), CONTINUE THROUGH ENTRANCE GATE FOR 0.1 KILOMETER (0.05
 CJ0228'MILE) NORTHEAST ALONG A SAND ROAD TO A Y-INTERSECTION, THENCE 0.55
 CJ0228'KILOMETER (0.35 MILE) NORTHERLY ALONG CLUBHOUSE ROAD, THENCE 0.1
 CJ0228'KILOMETER (0.05 MILE) WEST ALONG A SAND DRIVE LEADING TO A LARGE
 CJ0228'TWO-STORY BRICK HOUSE AND GOOSE CREEK, SET IN THE SOUTHWEST CORNER OF
 CJ0228'THE FOUNDATION OF THE HOUSE AND THE CHIMNEY NEAR THE STEPS LEADING TO
 CJ0228'A BASEMENT DOOR.
 CJ0228'THE MARK IS ABOVE LEVEL WITH PATIO.
 CJ0228
 CJ0228                          STATION RECOVERY (1992)
 CJ0228
 CJ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0228'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0227 ***********************************************************************
 CJ0227  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0227  DESIGNATION -  866 4541 TIDAL 3
 CJ0227  PID         -  CJ0227
 CJ0227  STATE/COUNTY-  SC/BERKELEY
 CJ0227  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0227
 CJ0227                         *CURRENT SURVEY CONTROL
 CJ0227  ___________________________________________________________________
 CJ0227* NAD 83(1986)-  32 55 35.     (N)    079 59 07.     (W)     SCALED    
 CJ0227* NAVD 88     -         6.729  (meters)      22.08   (feet)  ADJUSTED  
 CJ0227  ___________________________________________________________________
 CJ0227  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 CJ0227  DYNAMIC HT  -           6.721 (meters)      22.05  (feet)  COMP
 CJ0227  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 CJ0227
 CJ0227  VERT ORDER  -  FIRST     CLASS II
 CJ0227
 CJ0227.The horizontal coordinates were scaled from a topographic map and have
 CJ0227.an estimated accuracy of +/- 6 seconds.
 CJ0227
 CJ0227.The orthometric height was determined by differential leveling
 CJ0227.and adjusted by the National Geodetic Survey in June 1991..
 CJ0227.WARNING-Repeat measurements at this control monument indicate possible
 CJ0227.vertical movement.
 CJ0227
 CJ0227.This Tidal Bench Mark is designated as VM 4055
 CJ0227.by the Center for Operational Oceanographic Products and Services.
 CJ0227
 CJ0227.The geoid height was determined by GEOID03.
 CJ0227
 CJ0227.The dynamic height is computed by dividing the NAVD 88
 CJ0227.geopotential number by the normal gravity value computed on the
 CJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0227.degrees latitude (g = 980.6199 gals.).
 CJ0227
 CJ0227.The modeled gravity was interpolated from observed gravity values.
 CJ0227
 CJ0227;                    North         East    Units  Estimated Accuracy
 CJ0227;SPC SC       -   121,690.      704,500.      MT  (+/- 180 meters Scaled)
 CJ0227
 CJ0227                          SUPERSEDED SURVEY CONTROL
 CJ0227
 CJ0227  NGVD 29 (03/21/89)    7.026  (m)           23.05   (f) ADJUSTED    1 2
 CJ0227
 CJ0227.Superseded values are not recommended for survey control.
 CJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0227.See file dsdata.txt to determine how the superseded data were derived.
 CJ0227
 CJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS948435(NAD 83)
 CJ0227_MARKER: DJ = TIDAL STATION DISK
 CJ0227_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CJ0227+WITH SETTING: PAVEMENT
 CJ0227_SP_SET: FLOOR
 CJ0227_STAMPING: NO 3 1934
 CJ0227_MARK LOGO: CGS   
 CJ0227_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0227+STABILITY: SURFACE MOTION
 CJ0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0227+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0227
 CJ0227  HISTORY     - Date     Condition        Report By
 CJ0227  HISTORY     - 1934     MONUMENTED       CGS
 CJ0227  HISTORY     - 1979     GOOD             NGS
 CJ0227  HISTORY     - 1985     GOOD             SCGS
 CJ0227  HISTORY     - 19920817 GOOD             NGS
 CJ0227
 CJ0227                          STATION DESCRIPTION
 CJ0227
 CJ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0227'5.2 MI NORTH FROM NORTH CHARLESTON.
 CJ0227'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CJ0227'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CJ0227'THENCE 2.7 MILES NORTHEAST ALONG YEAMANS HALL ROAD, 0.35 MILE
 CJ0227'NORTHEAST OF THE ENTRANCE TO YEAMANS HALL CLUB, 107.4 FT. WEST OF THE
 CJ0227'CENTERLINE OF THE ROAD, DISK IS IN THE NORTHEAST FOUNDATION AND AT
 CJ0227'THE EAST DOOR OF THE TWO CAR GARAGE BELONGING TO H. MCKEEVER.
 CJ0227
 CJ0227                          STATION RECOVERY (1985)
 CJ0227
 CJ0227'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0227'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KILOMETER
 CJ0227'(0.4 MILE) NORTHWEST ALONG GAYNOR AVENUE FROM THE AMTRACK RAILROAD
 CJ0227'STATION IN NORTH CHARLESTON, THENCE 0.5 KILOMETER (0.3 MILE) WEST
 CJ0227'ALONG MONTAGUE AVENUE TO U.S. HIGHWAY 52 AND 78, THENCE 2.4 KILOMETERS
 CJ0227'(1.5 MILES) NORTHWEST ALONG U.S. HIGHWAYS 52 AND 78, THENCE 0.55
 CJ0227'KILOMETER (0.35 MILE) EAST ALONG REMOUNT ROAD, THENCE 3.0 KILOMETERS
 CJ0227'(1.9 MILES) NORTHEAST ALONG YEAMANS HALL ROAD TO NORTH RHETT AVENUE,
 CJ0227'CONTINUE 0.3 KILOMETER (0.2 MILE) NORTHEAST ALONG YEAMANS HALL ROAD TO
 CJ0227'THE ENTRANCE GATE TO YEAMANS HALL (ALSO END OF PAVEMENT), CONTINUE
 CJ0227'THROUGH ENTRANCE GATE FOR 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG A
 CJ0227'SAND ROAD TO A Y-INTERSECTION, THENCE 0.55 KILOMETER (0.35 MILE)
 CJ0227'NORTHERLY ALONG CLUBHOUSE ROAD, THENCE 0.1 KILOMETER (0.05 MILE) WEST
 CJ0227'ALONG A SAND DRIVE LEADING TO A LARGE TWO-STORY BRICK HOUSE AND GOOSE
 CJ0227'CREEK, SET IN THE FOUNDATION AT THE NORTHEAST CORNER OF THE GARAGE.
 CJ0227
 CJ0227                          STATION RECOVERY (1992)
 CJ0227
 CJ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0227'2.0 KM (1.25 MI) EASTERLY ALONG MONTAGUE AVENUE FROM THE JUNCTION OF
 CJ0227'U.S. HIGHWAYS 52 AND 78 (RIVERS AVENUE) IN NORTH CHARLESTON, THENCE
 CJ0227'4.7 KM (2.90 MI) NORTHERLY ALONG NORTH RHETT AVENUE AND NORTH RHETT
 CJ0227'ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG YEAMANS HALL ROAD AND A
 CJ0227'SAND ROAD, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A DRIVEWAY, IN THE
 CJ0227'NORTHEAST CORNER OF THE CONCRETE FLOOR OF A GARAGE AT THE L.R. DRAKE
 CJ0227'RESIDENCE, 11.0 M (36.1 FT) EAST OF THE EXTENDED CENTER OF THE
 CJ0227'DRIVEWAY, 1.3 M (4.3 FT) EAST OF THE CENTER OF THE MOST EASTERLY OF 3
 CJ0227'GARAGE DOORS, 0.6 M (2.0 FT) WEST OF THE NORTHEAST CORNER OF THE
 CJ0227'GARAGE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0226 ***********************************************************************
 CJ0226  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0226  DESIGNATION -  866 4541 TIDAL 4
 CJ0226  PID         -  CJ0226
 CJ0226  STATE/COUNTY-  SC/BERKELEY
 CJ0226  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0226
 CJ0226                         *CURRENT SURVEY CONTROL
 CJ0226  ___________________________________________________________________
 CJ0226* NAD 83(1986)-  32 55 35.     (N)    079 59 06.     (W)     SCALED    
 CJ0226* NAVD 88     -         7.655  (meters)      25.11   (feet)  ADJUSTED  
 CJ0226  ___________________________________________________________________
 CJ0226  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 CJ0226  DYNAMIC HT  -           7.647 (meters)      25.09  (feet)  COMP
 CJ0226  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 CJ0226
 CJ0226  VERT ORDER  -  FIRST     CLASS II
 CJ0226
 CJ0226.The horizontal coordinates were scaled from a topographic map and have
 CJ0226.an estimated accuracy of +/- 6 seconds.
 CJ0226
 CJ0226.The orthometric height was determined by differential leveling
 CJ0226.and adjusted by the National Geodetic Survey in June 1991..
 CJ0226
 CJ0226.This Tidal Bench Mark is designated as VM 4056
 CJ0226.by the Center for Operational Oceanographic Products and Services.
 CJ0226
 CJ0226.The geoid height was determined by GEOID03.
 CJ0226
 CJ0226.The dynamic height is computed by dividing the NAVD 88
 CJ0226.geopotential number by the normal gravity value computed on the
 CJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0226.degrees latitude (g = 980.6199 gals.).
 CJ0226
 CJ0226.The modeled gravity was interpolated from observed gravity values.
 CJ0226
 CJ0226;                    North         East    Units  Estimated Accuracy
 CJ0226;SPC SC       -   121,690.      704,520.      MT  (+/- 180 meters Scaled)
 CJ0226
 CJ0226                          SUPERSEDED SURVEY CONTROL
 CJ0226
 CJ0226  NGVD 29 (03/21/89)    7.952  (m)           26.09   (f) ADJUSTED    1 2
 CJ0226
 CJ0226.Superseded values are not recommended for survey control.
 CJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0226.See file dsdata.txt to determine how the superseded data were derived.
 CJ0226
 CJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS948435(NAD 83)
 CJ0226_MARKER: DJ = TIDAL STATION DISK
 CJ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0226_SP_SET: CONCRETE POST
 CJ0226_STAMPING: NO 4 1974
 CJ0226_PROJECTION: FLUSH
 CJ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0226+STABILITY: SURFACE MOTION
 CJ0226
 CJ0226  HISTORY     - Date     Condition        Report By
 CJ0226  HISTORY     - 1974     MONUMENTED       NOS
 CJ0226  HISTORY     - 1979     GOOD             NGS
 CJ0226  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 CJ0226  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0226
 CJ0226                          STATION DESCRIPTION
 CJ0226
 CJ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0226'5.2 MI NORTH FROM NORTH CHARLESTON.
 CJ0226'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CJ0226'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CJ0226'THENCE 2.7 MILES NORTHEAST ALONG YEAMANS HALL ROAD, 0.35 MILES
 CJ0226'NORTHEAST OF THE ENTRANCE TO YEAMANS HALL CLUB, 79.8 FT. SOUTHEAST OF
 CJ0226'THE NORTHEAST CORNER OF A TWO-STORY BRICK HOUSE BELONGING TO
 CJ0226'H. MCKEEVER, 55.3 FT. SOUTHWEST OF AND ACROSS THE ROAD FROM BENCH MARK
 CJ0226'866-4541 TIDAL 5, 37.6 FT. SOUTH OF THE CENTERLINE OF THE SAND
 CJ0226'DRIVEWAY LEADING WEST TO THE MCKEEVER RESIDENCE, 27.6 FT. WEST OF THE
 CJ0226'CENTERLINE OF THE ROAD.
 CJ0226'THE MARK IS ABOVE LEVEL WITH ROAD AND DRIVE.
 CJ0226
 CJ0226                          STATION RECOVERY (1991)
 CJ0226
 CJ0226'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0226'MARK NOT FOUND.
 CJ0226
 CJ0226                          STATION RECOVERY (1992)
 CJ0226
 CJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0226'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0225 ***********************************************************************
 CJ0225  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0225  DESIGNATION -  866 4541 TIDAL 5
 CJ0225  PID         -  CJ0225
 CJ0225  STATE/COUNTY-  SC/BERKELEY
 CJ0225  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0225
 CJ0225                         *CURRENT SURVEY CONTROL
 CJ0225  ___________________________________________________________________
 CJ0225* NAD 83(1986)-  32 55 35.     (N)    079 59 05.     (W)     SCALED    
 CJ0225* NAVD 88     -         7.752  (meters)      25.43   (feet)  ADJUSTED  
 CJ0225  ___________________________________________________________________
 CJ0225  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 CJ0225  DYNAMIC HT  -           7.744 (meters)      25.41  (feet)  COMP
 CJ0225  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 CJ0225
 CJ0225  VERT ORDER  -  FIRST     CLASS II
 CJ0225
 CJ0225.The horizontal coordinates were scaled from a topographic map and have
 CJ0225.an estimated accuracy of +/- 6 seconds.
 CJ0225
 CJ0225.The orthometric height was determined by differential leveling
 CJ0225.and adjusted by the National Geodetic Survey in June 1991..
 CJ0225
 CJ0225.This Tidal Bench Mark is designated as VM 4057
 CJ0225.by the Center for Operational Oceanographic Products and Services.
 CJ0225
 CJ0225.The geoid height was determined by GEOID03.
 CJ0225
 CJ0225.The dynamic height is computed by dividing the NAVD 88
 CJ0225.geopotential number by the normal gravity value computed on the
 CJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0225.degrees latitude (g = 980.6199 gals.).
 CJ0225
 CJ0225.The modeled gravity was interpolated from observed gravity values.
 CJ0225
 CJ0225;                    North         East    Units  Estimated Accuracy
 CJ0225;SPC SC       -   121,690.      704,550.      MT  (+/- 180 meters Scaled)
 CJ0225
 CJ0225                          SUPERSEDED SURVEY CONTROL
 CJ0225
 CJ0225  NGVD 29 (03/21/89)    8.049  (m)           26.41   (f) ADJUSTED    1 2
 CJ0225
 CJ0225.Superseded values are not recommended for survey control.
 CJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0225.See file dsdata.txt to determine how the superseded data were derived.
 CJ0225
 CJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS949435(NAD 83)
 CJ0225_MARKER: DJ = TIDAL STATION DISK
 CJ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0225_SP_SET: CONCRETE POST
 CJ0225_STAMPING: NO 5 1974
 CJ0225_PROJECTION: FLUSH
 CJ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0225+STABILITY: SURFACE MOTION
 CJ0225
 CJ0225  HISTORY     - Date     Condition        Report By
 CJ0225  HISTORY     - 1974     MONUMENTED       NOS
 CJ0225  HISTORY     - 1979     GOOD             NGS
 CJ0225  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 CJ0225  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0225
 CJ0225                          STATION DESCRIPTION
 CJ0225
 CJ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0225'5.2 MI NORTH FROM NORTH CHARLESTON.
 CJ0225'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CJ0225'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CJ0225'THENCE 2.7 MILES NORTHEAST ALONG YEAMANS HALL ROAD, 0.35 MILE
 CJ0225'NORTHEAST OF THE ENTRANCE TO YEAMANS HALL CLUB, 154.1 FT.
 CJ0225'NORTH-NORTHWEST OF BENCH MARK 866-4541 F TIDAL, 122.8 FT. EAST OF THE
 CJ0225'NORTHEAST CORNER AND ACROSS THE ROAD FROM A TWO-STORY BRICK HOUSE
 CJ0225'BELONGING TO H. MCKEEVER, 55.3 FT. NORTHEAST OF AND ACROSS THE ROAD
 CJ0225'FROM BENCH MARK 866-4541 TIDAL 4, 18.4 FT. EAST OF THE CENTERLINE OF
 CJ0225'THE ROAD, DIRECTLY ACROSS THE ROAD FROM THE ENTRANCE OF THE
 CJ0225'DRIVEWAY LEADING TO THE MCKEEVER RESIDENCE.
 CJ0225
 CJ0225                          STATION RECOVERY (1991)
 CJ0225
 CJ0225'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0225'MARK NOT FOUND.
 CJ0225
 CJ0225                          STATION RECOVERY (1992)
 CJ0225
 CJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0225'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0501 ***********************************************************************
 CJ0501  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0501  DESIGNATION -  866 4545 A TIDAL
 CJ0501  PID         -  CJ0501
 CJ0501  STATE/COUNTY-  SC/BERKELEY
 CJ0501  USGS QUAD   -  CAINHOY (1971)
 CJ0501
 CJ0501                         *CURRENT SURVEY CONTROL
 CJ0501  ___________________________________________________________________
 CJ0501* NAD 83(1986)-  32 55 41.     (N)    079 49 47.     (W)     SCALED    
 CJ0501* NAVD 88     -         1.409  (meters)       4.62   (feet)  ADJUSTED  
 CJ0501  ___________________________________________________________________
 CJ0501  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0501  DYNAMIC HT  -           1.408 (meters)       4.62  (feet)  COMP
 CJ0501  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 CJ0501
 CJ0501  VERT ORDER  -  FIRST     CLASS II
 CJ0501
 CJ0501.The horizontal coordinates were scaled from a topographic map and have
 CJ0501.an estimated accuracy of +/- 6 seconds.
 CJ0501
 CJ0501.The orthometric height was determined by differential leveling
 CJ0501.and adjusted by the National Geodetic Survey in June 1991..
 CJ0501
 CJ0501.This Tidal Bench Mark is designated as VM 4061
 CJ0501.by the Center for Operational Oceanographic Products and Services.
 CJ0501
 CJ0501.The geoid height was determined by GEOID03.
 CJ0501
 CJ0501.The dynamic height is computed by dividing the NAVD 88
 CJ0501.geopotential number by the normal gravity value computed on the
 CJ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0501.degrees latitude (g = 980.6199 gals.).
 CJ0501
 CJ0501.The modeled gravity was interpolated from observed gravity values.
 CJ0501
 CJ0501;                    North         East    Units  Estimated Accuracy
 CJ0501;SPC SC       -   122,020.      719,040.      MT  (+/- 180 meters Scaled)
 CJ0501
 CJ0501                          SUPERSEDED SURVEY CONTROL
 CJ0501
 CJ0501  NGVD 29 (03/21/89)    1.709  (m)            5.61   (f) ADJUSTED    1 2
 CJ0501
 CJ0501.Superseded values are not recommended for survey control.
 CJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0501.See file dsdata.txt to determine how the superseded data were derived.
 CJ0501
 CJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS094439(NAD 83)
 CJ0501_MARKER: DJ = TIDAL STATION DISK
 CJ0501_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0501_SP_SET: COPPER-CLAD STEEL ROD
 CJ0501_STAMPING: 4545 A 1976
 CJ0501_MARK LOGO: NOS   
 CJ0501_PROJECTION: RECESSED 30 CENTIMETERS
 CJ0501_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0501+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0501_ROD/PIPE-DEPTH: 6.86 meters
 CJ0501
 CJ0501  HISTORY     - Date     Condition        Report By
 CJ0501  HISTORY     - 1976     MONUMENTED       NOS
 CJ0501  HISTORY     - 1984     GOOD             SCGS
 CJ0501  HISTORY     - 19920817 GOOD             NGS
 CJ0501
 CJ0501                          STATION DESCRIPTION
 CJ0501
 CJ0501'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0501'IN CAINHOY.
 CJ0501'0.1 KILOMETER (0.05 MILE) EAST ALONG COUNTY ROAD S-8-33 FROM THE
 CJ0501'JUNCTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 0.5 KILOMETER (0.3
 CJ0501'MILE) SOUTH ALONG COUNTY ROAD S-8-26 TO THE WANDO POST OFFICE ON THE
 CJ0501'RIGHT, SET AT THE END OF COXS PIER, 0.1 KILOMETER (0.05 MILE)
 CJ0501'SOUTHEAST OF THE POST OFFICE, 9.78 METERS (32.1 FEET) NORTH-NORTHEAST
 CJ0501'OF THE END OF THE PIER, 4.27 METERS (14.0 FEET) WEST OF THE EDGE OF
 CJ0501'MARSH, 8.69 METERS (28.5 FEET) EAST OF A 24-INCH OAK TREE.
 CJ0501
 CJ0501                          STATION RECOVERY (1992)
 CJ0501
 CJ0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0501'0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY S833 (CAINHOY ROAD)
 CJ0501'FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD) IN
 CJ0501'CAINHOY, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG STATE ROAD S826
 CJ0501'(FOGARTY LANE), THENCE 0.2 KM (0.10 MI) EASTERLY ALONG A DRIVEWAY AND
 CJ0501'SOUTHEAST ACROSS A LAWN, 9.8 M (32.2 FT) NORTH-NORTHEAST OF THE
 CJ0501'NORTHEAST CORNER OF A WALKWAY LEADING TO A DOCK, 8.7 M (28.5 FT) EAST
 CJ0501'OF A 24-INCH PECAN TREE, 6.3 M (20.7 FT) SOUTH-SOUTHEAST OF A 15-INCH
 CJ0501'MAGNOLIA TREE, AND 4.3 M (14.1 FT) WEST OF THE WEST EDGE OF A MARSH.
 CJ0501'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.04 M
 CJ0501'(0.13 FT) BELOW THE GROUND SURFACE.  THE PVC PIPE IS ENCASED IN A
 CJ0501'12-INCH METAL PIPE THAT PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND
 CJ0501'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0504 ***********************************************************************
 CJ0504  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0504  DESIGNATION -  866 4545 C TIDAL
 CJ0504  PID         -  CJ0504
 CJ0504  STATE/COUNTY-  SC/BERKELEY
 CJ0504  USGS QUAD   -  CAINHOY (1971)
 CJ0504
 CJ0504                         *CURRENT SURVEY CONTROL
 CJ0504  ___________________________________________________________________
 CJ0504* NAD 83(1986)-  32 55 43.     (N)    079 49 50.     (W)     SCALED    
 CJ0504* NAVD 88     -         4.268  (meters)      14.00   (feet)  ADJUSTED  
 CJ0504  ___________________________________________________________________
 CJ0504  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0504  DYNAMIC HT  -           4.263 (meters)      13.99  (feet)  COMP
 CJ0504  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 CJ0504
 CJ0504  VERT ORDER  -  FIRST     CLASS II
 CJ0504
 CJ0504.The horizontal coordinates were scaled from a topographic map and have
 CJ0504.an estimated accuracy of +/- 6 seconds.
 CJ0504
 CJ0504.The orthometric height was determined by differential leveling
 CJ0504.and adjusted by the National Geodetic Survey in June 1991..
 CJ0504
 CJ0504.This Tidal Bench Mark is designated as VM 4062
 CJ0504.by the Center for Operational Oceanographic Products and Services.
 CJ0504
 CJ0504.The geoid height was determined by GEOID03.
 CJ0504
 CJ0504.The dynamic height is computed by dividing the NAVD 88
 CJ0504.geopotential number by the normal gravity value computed on the
 CJ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0504.degrees latitude (g = 980.6199 gals.).
 CJ0504
 CJ0504.The modeled gravity was interpolated from observed gravity values.
 CJ0504
 CJ0504;                    North         East    Units  Estimated Accuracy
 CJ0504;SPC SC       -   122,090.      718,960.      MT  (+/- 180 meters Scaled)
 CJ0504
 CJ0504                          SUPERSEDED SURVEY CONTROL
 CJ0504
 CJ0504  NGVD 29 (03/21/89)    4.567  (m)           14.98   (f) ADJUSTED    1 2
 CJ0504
 CJ0504.Superseded values are not recommended for survey control.
 CJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0504.See file dsdata.txt to determine how the superseded data were derived.
 CJ0504
 CJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS093439(NAD 83)
 CJ0504_MARKER: DJ = TIDAL STATION DISK
 CJ0504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0504_SP_SET: COPPER-CLAD STEEL ROD
 CJ0504_STAMPING: 4545 C 1976
 CJ0504_MARK LOGO: NOS   
 CJ0504_PROJECTION: FLUSH
 CJ0504_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0504+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0504_ROD/PIPE-DEPTH: 9.8  meters
 CJ0504
 CJ0504  HISTORY     - Date     Condition        Report By
 CJ0504  HISTORY     - 1976     MONUMENTED       NOS
 CJ0504  HISTORY     - 1984     GOOD             SCGS
 CJ0504  HISTORY     - 19920817 GOOD             NGS
 CJ0504
 CJ0504                          STATION DESCRIPTION
 CJ0504
 CJ0504'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0504'IN CAINHOY.
 CJ0504'0.1 KILOMETER (0.05 MILE) EAST ALONG COUNTY ROAD S-8-33 FROM THE
 CJ0504'JUNCTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 0.5 KILOMETER (0.3
 CJ0504'MILE) SOUTH ALONG COUNTY ROAD S-8-26 TO THE WANDO POST OFFICE ON THE
 CJ0504'RIGHT, SET NEAR A POWER POLE AT A FENCE CORNER, 1.04 METERS (3.4 FEET)
 CJ0504'NORTH OF POWER POLE NUMBER 177455, 1.52 METERS (5.0 FEET) NORTH OF THE
 CJ0504'NORTHEAST CORNER POST OF A 4-FOOT HIGH WIRE LINK FENCE, 3.57 METERS
 CJ0504'(11.7 FEET) WEST OF THE APPROXIMATE CENTER OF COUNTY ROAD S-8-26,
 CJ0504'9.94 METERS (32.6 FEET) SOUTHEAST OF A 30-INCH PECAN TREE IN FRONT OF
 CJ0504'A HOUSE, 14.94 METERS (49.0 FEET) EAST-SOUTHEAST OF THE SOUTHEAST
 CJ0504'CORNER OF THE PORCH OF A ONE-STORY WOOD FRAME HOUSE WITH A BRICK
 CJ0504'FOUNDATION.
 CJ0504
 CJ0504                          STATION RECOVERY (1992)
 CJ0504
 CJ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0504'0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY S833 (CAINHOY ROAD)
 CJ0504'FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD) IN
 CJ0504'CAINHOY, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG STATE ROAD S826
 CJ0504'(FOGARTY LANE), 14.9 M (48.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST
 CJ0504'CORNER OF THE WARD RESIDENCE AT 3 FOGARTY LANE, 1.5 M (4.9 FT)
 CJ0504'NORTHEAST OF THE NORTHEAST CORNER OF A FENCE, AND 1.0 M (3.3 FT)
 CJ0504'NORTH OF UTILITY POLE NUMBER 177455.  NOTE--THE DISK IS ENCASED IN A
 CJ0504'4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0502 ***********************************************************************
 CJ0502  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0502  DESIGNATION -  866 4545 D TIDAL
 CJ0502  PID         -  CJ0502
 CJ0502  STATE/COUNTY-  SC/BERKELEY
 CJ0502  USGS QUAD   -  CAINHOY (1971)
 CJ0502
 CJ0502                         *CURRENT SURVEY CONTROL
 CJ0502  ___________________________________________________________________
 CJ0502* NAD 83(1986)-  32 55 44.     (N)    079 49 49.     (W)     SCALED    
 CJ0502* NAVD 88     -         3.691  (meters)      12.11   (feet)  ADJUSTED  
 CJ0502  ___________________________________________________________________
 CJ0502  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0502  DYNAMIC HT  -           3.687 (meters)      12.10  (feet)  COMP
 CJ0502  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 CJ0502
 CJ0502  VERT ORDER  -  FIRST     CLASS II
 CJ0502
 CJ0502.The horizontal coordinates were scaled from a topographic map and have
 CJ0502.an estimated accuracy of +/- 6 seconds.
 CJ0502
 CJ0502.The orthometric height was determined by differential leveling
 CJ0502.and adjusted by the National Geodetic Survey in June 1991..
 CJ0502
 CJ0502.This Tidal Bench Mark is designated as VM 4063
 CJ0502.by the Center for Operational Oceanographic Products and Services.
 CJ0502
 CJ0502.The geoid height was determined by GEOID03.
 CJ0502
 CJ0502.The dynamic height is computed by dividing the NAVD 88
 CJ0502.geopotential number by the normal gravity value computed on the
 CJ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0502.degrees latitude (g = 980.6199 gals.).
 CJ0502
 CJ0502.The modeled gravity was interpolated from observed gravity values.
 CJ0502
 CJ0502;                    North         East    Units  Estimated Accuracy
 CJ0502;SPC SC       -   122,120.      718,990.      MT  (+/- 180 meters Scaled)
 CJ0502
 CJ0502                          SUPERSEDED SURVEY CONTROL
 CJ0502
 CJ0502  NGVD 29 (03/21/89)    3.991  (m)           13.09   (f) ADJUSTED    1 2
 CJ0502
 CJ0502.Superseded values are not recommended for survey control.
 CJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0502.See file dsdata.txt to determine how the superseded data were derived.
 CJ0502
 CJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS093440(NAD 83)
 CJ0502_MARKER: DJ = TIDAL STATION DISK
 CJ0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0502_SP_SET: STAINLESS STEEL ROD
 CJ0502_STAMPING: 4545 D 1976
 CJ0502_MARK LOGO: NOS   
 CJ0502_PROJECTION: FLUSH
 CJ0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0502+STABILITY: POSITION/ELEVATION WELL
 CJ0502_ROD/PIPE-DEPTH: 9.75 meters
 CJ0502
 CJ0502  HISTORY     - Date     Condition        Report By
 CJ0502  HISTORY     - 1976     MONUMENTED       NOS
 CJ0502  HISTORY     - 1984     GOOD             SCGS
 CJ0502  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0502
 CJ0502                          STATION DESCRIPTION
 CJ0502
 CJ0502'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0502'IN CAINHOY.
 CJ0502'0.1 KILOMETER (0.05 MILE) EAST ALONG COUNTY ROAD S-8-33 FROM THE
 CJ0502'JUNCTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 0.5 KILOMETER (0.3
 CJ0502'MILE) SOUTH ALONG COUNTY ROAD S-8-26 TO THE WANDO POST OFFICE ON THE
 CJ0502'RIGHT, CONTINUE 0.2 KILOMETER (0.1 MILE) SOUTHERLY FROM THE POST
 CJ0502'OFFICE, SET BY A POWER POLE, 34.29 METERS (112.5 FEET) WEST OF THE
 CJ0502'APPROXIMATE CENTER OF SHARP CURVE IN THE ROAD, 2.41 METERS (7.9 FEET)
 CJ0502'SOUTH OF THE APPROXIMATE CENTER OF THE ROAD, 0.91 METER (3.0 FEET)
 CJ0502'SOUTHWEST OF POWER POLE NUMBER 188980 WITH A TRANSFORMER.
 CJ0502
 CJ0502                          STATION RECOVERY (1992)
 CJ0502
 CJ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0502'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0500 ***********************************************************************
 CJ0500  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0500  DESIGNATION -  866 4545 E TIDAL
 CJ0500  PID         -  CJ0500
 CJ0500  STATE/COUNTY-  SC/BERKELEY
 CJ0500  USGS QUAD   -  CAINHOY (1971)
 CJ0500
 CJ0500                         *CURRENT SURVEY CONTROL
 CJ0500  ___________________________________________________________________
 CJ0500* NAD 83(1986)-  32 55 41.     (N)    079 49 53.     (W)     SCALED    
 CJ0500* NAVD 88     -         4.487  (meters)      14.72   (feet)  ADJUSTED  
 CJ0500  ___________________________________________________________________
 CJ0500  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0500  DYNAMIC HT  -           4.482 (meters)      14.70  (feet)  COMP
 CJ0500  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 CJ0500
 CJ0500  VERT ORDER  -  FIRST     CLASS II
 CJ0500
 CJ0500.The horizontal coordinates were scaled from a topographic map and have
 CJ0500.an estimated accuracy of +/- 6 seconds.
 CJ0500
 CJ0500.The orthometric height was determined by differential leveling
 CJ0500.and adjusted by the National Geodetic Survey in June 1991..
 CJ0500
 CJ0500.This Tidal Bench Mark is designated as VM 4064
 CJ0500.by the Center for Operational Oceanographic Products and Services.
 CJ0500
 CJ0500.The geoid height was determined by GEOID03.
 CJ0500
 CJ0500.The dynamic height is computed by dividing the NAVD 88
 CJ0500.geopotential number by the normal gravity value computed on the
 CJ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0500.degrees latitude (g = 980.6199 gals.).
 CJ0500
 CJ0500.The modeled gravity was interpolated from observed gravity values.
 CJ0500
 CJ0500;                    North         East    Units  Estimated Accuracy
 CJ0500;SPC SC       -   122,020.      718,880.      MT  (+/- 180 meters Scaled)
 CJ0500
 CJ0500                          SUPERSEDED SURVEY CONTROL
 CJ0500
 CJ0500  NGVD 29 (03/21/89)    4.787  (m)           15.71   (f) ADJUSTED    1 2
 CJ0500
 CJ0500.Superseded values are not recommended for survey control.
 CJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0500.See file dsdata.txt to determine how the superseded data were derived.
 CJ0500
 CJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS092439(NAD 83)
 CJ0500_MARKER: DJ = TIDAL STATION DISK
 CJ0500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0500_SP_SET: STAINLESS STEEL ROD
 CJ0500_STAMPING: 4545 E 1982
 CJ0500_MARK LOGO: NOS   
 CJ0500_PROJECTION: RECESSED 5 CENTIMETERS
 CJ0500_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0500+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0500_ROD/PIPE-DEPTH: 9.75 meters
 CJ0500
 CJ0500  HISTORY     - Date     Condition        Report By
 CJ0500  HISTORY     - 1982     MONUMENTED       NOS
 CJ0500  HISTORY     - 1984     GOOD             SCGS
 CJ0500  HISTORY     - 19920817 GOOD             NGS
 CJ0500
 CJ0500                          STATION DESCRIPTION
 CJ0500
 CJ0500'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0500'IN CAINHOY.
 CJ0500'0.1 KILOMETER (0.05 MILE) EAST ALONG COUNTY ROAD S-8-33 FROM THE
 CJ0500'JUNCTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 0.5 KILOMETER (0.3
 CJ0500'MILE) SOUTH ALONG COUNTY ROAD S-8-26 TO THE WANDO POST OFFICE ON THE
 CJ0500'RIGHT, SET BY A POWER POLE WITH A GUY WIRE ACROSS THE ROAD FROM THE
 CJ0500'POST OFFICE, 38.32 METERS (125.4 FEET) EAST-NORTHEAST OF THE NORTHEAST
 CJ0500'CORNER OF THE POST OFFICE, 27.04 METERS (88.7 FEET) EAST-SOUTHEAST OF
 CJ0500'THE APPROXIMATE CENTER OF THE ROAD, 11.61 METERS (38.1 FEET)
 CJ0500'SOUTH-SOUTHWEST OF A DIRT DRIVEWAY TO COXS PIER, 0.91 METER (3.0 FEET)
 CJ0500'SOUTH-SOUTHWEST OF POWER POLE NUMBER 34306.
 CJ0500'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 CJ0500
 CJ0500                          STATION RECOVERY (1992)
 CJ0500
 CJ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0500'0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY S833 (CAINHOY ROAD)
 CJ0500'FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD) IN
 CJ0500'CAINHOY, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG STATE ROAD S826
 CJ0500'(FOGARTY LANE), 27.0 M (88.6 FT) EAST OF ND LEVEL WITH THE LANE
 CJ0500'CENTER, 11.6 M (38.1 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING
 CJ0500'EAST TO THE COX RESIDENCE, AND 0.8 M (2.6 FT) SOUTH-SOUTHWEST OF
 CJ0500'UTILITY POLE NUMBER 34306.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC
 CJ0500'PIPE AND IS RECESSED 0.01 M (0.03 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0042 ***********************************************************************
 CJ0042  DESIGNATION -  866 4545 TIDAL 2
 CJ0042  PID         -  CJ0042
 CJ0042  STATE/COUNTY-  SC/BERKELEY
 CJ0042  USGS QUAD   -  CAINHOY (1971)
 CJ0042
 CJ0042                         *CURRENT SURVEY CONTROL
 CJ0042  ___________________________________________________________________
 CJ0042* NAD 83(1986)-  32 55 44.     (N)    079 49 39.     (W)     SCALED    
 CJ0042* NAVD 88     -         3.742  (meters)      12.28   (feet)  ADJUSTED  
 CJ0042  ___________________________________________________________________
 CJ0042  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 CJ0042  DYNAMIC HT  -           3.738 (meters)      12.26  (feet)  COMP
 CJ0042  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 CJ0042
 CJ0042  VERT ORDER  -  FIRST     CLASS II
 CJ0042
 CJ0042.The horizontal coordinates were scaled from a topographic map and have
 CJ0042.an estimated accuracy of +/- 6 seconds.
 CJ0042
 CJ0042.The orthometric height was determined by differential leveling
 CJ0042.and adjusted by the National Geodetic Survey in June 1991..
 CJ0042
 CJ0042.The geoid height was determined by GEOID03.
 CJ0042
 CJ0042.The dynamic height is computed by dividing the NAVD 88
 CJ0042.geopotential number by the normal gravity value computed on the
 CJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0042.degrees latitude (g = 980.6199 gals.).
 CJ0042
 CJ0042.The modeled gravity was interpolated from observed gravity values.
 CJ0042
 CJ0042;                    North         East    Units  Estimated Accuracy
 CJ0042;SPC SC       -   122,120.      719,250.      MT  (+/- 180 meters Scaled)
 CJ0042
 CJ0042                          SUPERSEDED SURVEY CONTROL
 CJ0042
 CJ0042  NGVD 29 (03/21/89)    4.042  (m)           13.26   (f) ADJUSTED    1 2
 CJ0042
 CJ0042.Superseded values are not recommended for survey control.
 CJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0042.See file dsdata.txt to determine how the superseded data were derived.
 CJ0042
 CJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS096440(NAD 83)
 CJ0042_MARKER: DJ = TIDAL STATION DISK
 CJ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CJ0042_STAMPING: NO 2 1928
 CJ0042_MARK LOGO: CGS   
 CJ0042_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0042
 CJ0042  HISTORY     - Date     Condition        Report By
 CJ0042  HISTORY     - 1928     MONUMENTED       CGS
 CJ0042  HISTORY     - 1952     GOOD             NGS
 CJ0042  HISTORY     - 1984     GOOD             SCGS
 CJ0042  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0042
 CJ0042                          STATION DESCRIPTION
 CJ0042
 CJ0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0042'AT CAINHOY.
 CJ0042'AT CAINHOY, ABOUT 0.1 MILE SOUTH ALONG A GRADED ROAD FROM THE
 CJ0042'POST OFFICE AND WORSHAMS STORE AT CAINHOY, THENCE ABOUT 100 YARDS
 CJ0042'WEST ALONG A ROAD PARALLEL TO NORTH BANK OF WANDO RIVER TO MURPHYS
 CJ0042'RESIDENCE, 24 FEET SOUTH OF SOUTHEAST CORNER OF HOUSE, 1 1/2 FEET
 CJ0042'SOUTH OF YARD FENCE, 17 1/2 FEET EAST OF CENTER OF GATE TO HOUSE,
 CJ0042'31 FEET SOUTH OF SOUTHEAST CORNER OF CHIMNEY ON EAST SIDE OF
 CJ0042'HOUSE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET IN
 CJ0042'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CJ0042
 CJ0042                          STATION RECOVERY (1984)
 CJ0042
 CJ0042'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0042'0.1 KILOMETER (0.05 MILE) EAST ALONG COUNTY ROAD S-8-33 FROM THE
 CJ0042'INTERSECTION OF COUNTY ROAD S-8-98, THENCE 0.6 KILOMETER (0.4 MILE)
 CJ0042'SOUTH ALONG COUNTY ROAD S-8-26, THENCE 0.1 KILOMETER (0.05 MILE) WEST
 CJ0042'ALONG A SAND ROAD, SET NEAR A 12-INCH MAGNOLIA TREE IN AN AREA THAT
 CJ0042'WAS ONCE USED AS A SHIP REPAIR SHOP ON THE NORTH SIDE OF THE WANDO
 CJ0042'RIVER, 21.6 METERS (71.0 FEET) EAST-NORTHEAST OF POWER POLE NUMBER
 CJ0042'128344, 19.1 METERS (62.8 FEET) WEST-NORTHWEST OF POWER POLE NUMBER
 CJ0042'188981, 20.4 METERS (67.2 FEET) WEST-SOUTHWEST OF POWER POLE NUMBER
 CJ0042'67922, 2.2 METERS (7.3 FEET) SOUTH-SOUTHEAST OF THE 12-INCH MAGNOLIA
 CJ0042'TREE.
 CJ0042'THE MARK IS 0.50 M ABOVE SAND ROAD.
 CJ0042
 CJ0042                          STATION RECOVERY (1992)
 CJ0042
 CJ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0042'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0041 ***********************************************************************
 CJ0041  DESIGNATION -  866 4561 TIDAL 1
 CJ0041  PID         -  CJ0041
 CJ0041  STATE/COUNTY-  SC/BERKELEY
 CJ0041  USGS QUAD   -  CAINHOY (1971)
 CJ0041
 CJ0041                         *CURRENT SURVEY CONTROL
 CJ0041  ___________________________________________________________________
 CJ0041* NAD 83(1986)-  32 55 44.     (N)    079 49 39.     (W)     SCALED    
 CJ0041* NAVD 88     -         2.957  (meters)       9.70   (feet)  ADJUSTED  
 CJ0041  ___________________________________________________________________
 CJ0041  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 CJ0041  DYNAMIC HT  -           2.954 (meters)       9.69  (feet)  COMP
 CJ0041  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 CJ0041
 CJ0041  VERT ORDER  -  FIRST     CLASS II
 CJ0041
 CJ0041.The horizontal coordinates were scaled from a topographic map and have
 CJ0041.an estimated accuracy of +/- 6 seconds.
 CJ0041
 CJ0041.The orthometric height was determined by differential leveling
 CJ0041.and adjusted by the National Geodetic Survey in June 1991..
 CJ0041
 CJ0041.The geoid height was determined by GEOID03.
 CJ0041
 CJ0041.The dynamic height is computed by dividing the NAVD 88
 CJ0041.geopotential number by the normal gravity value computed on the
 CJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0041.degrees latitude (g = 980.6199 gals.).
 CJ0041
 CJ0041.The modeled gravity was interpolated from observed gravity values.
 CJ0041
 CJ0041;                    North         East    Units  Estimated Accuracy
 CJ0041;SPC SC       -   122,120.      719,250.      MT  (+/- 180 meters Scaled)
 CJ0041
 CJ0041                          SUPERSEDED SURVEY CONTROL
 CJ0041
 CJ0041  NGVD 29 (03/21/89)    3.257  (m)           10.69   (f) ADJUSTED    1 2
 CJ0041
 CJ0041.Superseded values are not recommended for survey control.
 CJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0041.See file dsdata.txt to determine how the superseded data were derived.
 CJ0041
 CJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS096440(NAD 83)
 CJ0041_MARKER: DJ = TIDAL STATION DISK
 CJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CJ0041_STAMPING: NO 1 1928
 CJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0041+STABILITY: SURFACE MOTION
 CJ0041
 CJ0041  HISTORY     - Date     Condition        Report By
 CJ0041  HISTORY     - 1928     MONUMENTED       CGS
 CJ0041  HISTORY     - 1952     GOOD             NGS
 CJ0041  HISTORY     - 1984     MARK NOT FOUND   SCGS
 CJ0041
 CJ0041                          STATION DESCRIPTION
 CJ0041
 CJ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0041'AT CAINHOY.
 CJ0041'AT CAINHOY, ABOUT 0.1 MILE SOUTH ALONG A GRADED ROAD FROM THE
 CJ0041'POST OFFICE AND WORSHAMS GROCERY STORE, THENCE ABOUT 80 YARDS WEST
 CJ0041'ALONG A ROAD PARALLEL TO NORTH BANK OF WANDO RIVER, ABOUT 120 FEET
 CJ0041'SOUTH OF CENTER LINE OF ROAD, ABOUT 10 YARDS NORTH OF HIGH WATER
 CJ0041'LINE OF RIVER, 37 FEET EAST OF EAST RAIL OF A MARINE RAILWAY, 49
 CJ0041'FEET SOUTH OF SOUTHEAST CORNER OF A REPAIR SHOP BUILDING, 1 1/2 FEET
 CJ0041'WEST OF A FENCE LINE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 CJ0041'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CJ0041
 CJ0041                          STATION RECOVERY (1984)
 CJ0041
 CJ0041'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0041'THIS MARK WAS NOT FOUND, IT IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0040 ***********************************************************************
 CJ0040  DESIGNATION -  866 4561 TIDAL 4
 CJ0040  PID         -  CJ0040
 CJ0040  STATE/COUNTY-  SC/BERKELEY
 CJ0040  USGS QUAD   -  CAINHOY (1971)
 CJ0040
 CJ0040                         *CURRENT SURVEY CONTROL
 CJ0040  ___________________________________________________________________
 CJ0040* NAD 83(1986)-  32 55 44.     (N)    079 49 39.     (W)     SCALED    
 CJ0040* NAVD 88     -         4.064  (meters)      13.33   (feet)  ADJUSTED  
 CJ0040  ___________________________________________________________________
 CJ0040  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 CJ0040  DYNAMIC HT  -           4.060 (meters)      13.32  (feet)  COMP
 CJ0040  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 CJ0040
 CJ0040  VERT ORDER  -  FIRST     CLASS II
 CJ0040
 CJ0040.The horizontal coordinates were scaled from a topographic map and have
 CJ0040.an estimated accuracy of +/- 6 seconds.
 CJ0040
 CJ0040.The orthometric height was determined by differential leveling
 CJ0040.and adjusted by the National Geodetic Survey in June 1991..
 CJ0040
 CJ0040.The geoid height was determined by GEOID03.
 CJ0040
 CJ0040.The dynamic height is computed by dividing the NAVD 88
 CJ0040.geopotential number by the normal gravity value computed on the
 CJ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0040.degrees latitude (g = 980.6199 gals.).
 CJ0040
 CJ0040.The modeled gravity was interpolated from observed gravity values.
 CJ0040
 CJ0040;                    North         East    Units  Estimated Accuracy
 CJ0040;SPC SC       -   122,120.      719,250.      MT  (+/- 180 meters Scaled)
 CJ0040
 CJ0040                          SUPERSEDED SURVEY CONTROL
 CJ0040
 CJ0040  NGVD 29 (03/21/89)    4.364  (m)           14.32   (f) ADJUSTED    1 2
 CJ0040
 CJ0040.Superseded values are not recommended for survey control.
 CJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0040.See file dsdata.txt to determine how the superseded data were derived.
 CJ0040
 CJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS096440(NAD 83)
 CJ0040_MARKER: DJ = TIDAL STATION DISK
 CJ0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CJ0040_SP_SET: STEPS
 CJ0040_STAMPING: NO 4 1928
 CJ0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0040
 CJ0040  HISTORY     - Date     Condition        Report By
 CJ0040  HISTORY     - 1928     MONUMENTED       CGS
 CJ0040  HISTORY     - 1952     POOR             NGS
 CJ0040  HISTORY     - 1984     MARK NOT FOUND   SCGS
 CJ0040
 CJ0040                          STATION DESCRIPTION
 CJ0040
 CJ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0040'AT CAINHOY.
 CJ0040'AT CAINHOY, ABOUT 125 YARDS SOUTH ALONG A GRADED ROAD FROM THE
 CJ0040'POST OFFICE AND WORSHAMS GROCERY STORE, SET IN THE TOP OF THE
 CJ0040'SOUTH END OF THE BOTTOM STEP TO WEST ENTRANCE TO VENNINGS STORE,
 CJ0040'10 1/2 FEET EAST OF CENTER LINE OF ROAD, ABOUT 70 YARDS NORTH OF
 CJ0040'HIGH WATER LINE OF WANDO RIVER, ABOUT 1 FOOT ABOVE ROAD.
 CJ0040'NOTE-- THIS MARK SHOULD BE USED WITH CAUTION AS STEPS WHICH MARK
 CJ0040'IS SET IN IS CRACKED AND PORTION THAT MARK IS SET IN IS LOOSE.
 CJ0040
 CJ0040                          STATION RECOVERY (1984)
 CJ0040
 CJ0040'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0040'THIS MARK WAS NOT FOUND, IT IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0044 ***********************************************************************
 CJ0044  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0044  DESIGNATION -  866 4561 TIDAL 5
 CJ0044  PID         -  CJ0044
 CJ0044  STATE/COUNTY-  SC/BERKELEY
 CJ0044  USGS QUAD   -  CAINHOY (1971)
 CJ0044
 CJ0044                         *CURRENT SURVEY CONTROL
 CJ0044  ___________________________________________________________________
 CJ0044* NAD 83(1986)-  32 55 21.     (N)    079 50 14.     (W)     SCALED    
 CJ0044* NAVD 88     -         3.705  (meters)      12.16   (feet)  ADJUSTED  
 CJ0044  ___________________________________________________________________
 CJ0044  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 CJ0044  DYNAMIC HT  -           3.701 (meters)      12.14  (feet)  COMP
 CJ0044  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 CJ0044
 CJ0044  VERT ORDER  -  FIRST     CLASS II
 CJ0044
 CJ0044.The horizontal coordinates were scaled from a topographic map and have
 CJ0044.an estimated accuracy of +/- 6 seconds.
 CJ0044
 CJ0044.The orthometric height was determined by differential leveling
 CJ0044.and adjusted by the National Geodetic Survey in June 1991..
 CJ0044.WARNING-Repeat measurements at this control monument indicate possible
 CJ0044.vertical movement.
 CJ0044
 CJ0044.This Tidal Bench Mark is designated as VM 4067
 CJ0044.by the Center for Operational Oceanographic Products and Services.
 CJ0044
 CJ0044.The geoid height was determined by GEOID03.
 CJ0044
 CJ0044.The dynamic height is computed by dividing the NAVD 88
 CJ0044.geopotential number by the normal gravity value computed on the
 CJ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0044.degrees latitude (g = 980.6199 gals.).
 CJ0044
 CJ0044.The modeled gravity was interpolated from observed gravity values.
 CJ0044
 CJ0044;                    North         East    Units  Estimated Accuracy
 CJ0044;SPC SC       -   121,400.      718,350.      MT  (+/- 180 meters Scaled)
 CJ0044
 CJ0044                          SUPERSEDED SURVEY CONTROL
 CJ0044
 CJ0044  NGVD 29 (03/21/89)    4.005  (m)           13.14   (f) ADJUSTED    1 2
 CJ0044
 CJ0044.Superseded values are not recommended for survey control.
 CJ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0044.See file dsdata.txt to determine how the superseded data were derived.
 CJ0044
 CJ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS087432(NAD 83)
 CJ0044_MARKER: DB = BENCH MARK DISK
 CJ0044_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CJ0044_SP_SET: FOUNDATION
 CJ0044_STAMPING: NO 5 1951
 CJ0044_MARK LOGO: CGS   
 CJ0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0044+STABILITY: SURFACE MOTION
 CJ0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0044+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0044
 CJ0044  HISTORY     - Date     Condition        Report By
 CJ0044  HISTORY     - 1951     MONUMENTED       CGS
 CJ0044  HISTORY     - 1952     GOOD             NGS
 CJ0044  HISTORY     - 1984     GOOD             SCGS
 CJ0044  HISTORY     - 19920817 GOOD             NGS
 CJ0044
 CJ0044                          STATION DESCRIPTION
 CJ0044
 CJ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0044'1.8 MI SW FROM CAINHOY.
 CJ0044'0.3 MILE NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT CAINHOY,
 CJ0044'THENCE ABOUT 0.65 MILE WEST ALONG A BLACK TOP ROAD, THENCE ABOUT
 CJ0044'0.85 MILE SOUTHEAST ALONG A BLACK TOP AND GRADED ROAD TO END OF
 CJ0044'ROAD AND E.C. AVINGER RESIDENCE, ABOUT 50 FEET WEST OF HIGH WATER
 CJ0044'LINE OF WANDO RIVER, SET VERTICALLY IN THE NORTHEAST FACE OF
 CJ0044'BRICK FOUNDATION OF AVINGER RESIDENCE, 0.7 FOOT NORTHWEST OF EAST
 CJ0044'CORNER OF HOUSE AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
 CJ0044
 CJ0044                          STATION RECOVERY (1984)
 CJ0044
 CJ0044'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0044'THE MARK IS 1.00 M ABOVE GROUND.
 CJ0044'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KILOMETERS
 CJ0044'(0.7 MILE) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM THE
 CJ0044'INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 1.3 KILOMETERS
 CJ0044'(0.8 MILE) SOUTHEAST ALONG COUNTY ROAD S-8-120 TO END OF PAVEMENT,
 CJ0044'CONTINUE 0.2 KILOMETER (0.1 MILE) TO THE END OF SAND ROAD, SET
 CJ0044'VERTICALEY IN THE EAST CORNER OF A TWO-STORY HOUSE AT THE END OF THE
 CJ0044'SAND ROAD.
 CJ0044
 CJ0044                          STATION RECOVERY (1992)
 CJ0044
 CJ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0044'0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY S833 (CAINHOY ROAD)
 CJ0044'FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD) IN
 CJ0044'CAINHOY, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG STATE ROAD S8120
 CJ0044'(CAINHOY VILLAGE ROAD), SET VERTICALLY IN THE SOUTHEAST CORNER OF THE
 CJ0044'BRICK FOUNDATION OF A 2 STORY HOUSE, 42.5 M (139.4 FT) SOUTH OF THE
 CJ0044'ROAD CENTER, 17.5 M (57.4 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY,
 CJ0044'0.6 M (2.0 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) NORTHWEST
 CJ0044'OF THE SOUTHEAST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0045 ***********************************************************************
 CJ0045  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0045  DESIGNATION -  866 4561 TIDAL 6
 CJ0045  PID         -  CJ0045
 CJ0045  STATE/COUNTY-  SC/BERKELEY
 CJ0045  USGS QUAD   -  CAINHOY (1971)
 CJ0045
 CJ0045                         *CURRENT SURVEY CONTROL
 CJ0045  ___________________________________________________________________
 CJ0045* NAD 83(1986)-  32 55 21.     (N)    079 50 14.     (W)     SCALED    
 CJ0045* NAVD 88     -         2.352  (meters)       7.72   (feet)  ADJUSTED  
 CJ0045  ___________________________________________________________________
 CJ0045  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 CJ0045  DYNAMIC HT  -           2.349 (meters)       7.71  (feet)  COMP
 CJ0045  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 CJ0045
 CJ0045  VERT ORDER  -  FIRST     CLASS II
 CJ0045
 CJ0045.The horizontal coordinates were scaled from a topographic map and have
 CJ0045.an estimated accuracy of +/- 6 seconds.
 CJ0045
 CJ0045.The orthometric height was determined by differential leveling
 CJ0045.and adjusted by the National Geodetic Survey in June 1991..
 CJ0045.WARNING-Repeat measurements at this control monument indicate possible
 CJ0045.vertical movement.
 CJ0045
 CJ0045.This Tidal Bench Mark is designated as VM 4068
 CJ0045.by the Center for Operational Oceanographic Products and Services.
 CJ0045
 CJ0045.The geoid height was determined by GEOID03.
 CJ0045
 CJ0045.The dynamic height is computed by dividing the NAVD 88
 CJ0045.geopotential number by the normal gravity value computed on the
 CJ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0045.degrees latitude (g = 980.6199 gals.).
 CJ0045
 CJ0045.The modeled gravity was interpolated from observed gravity values.
 CJ0045
 CJ0045;                    North         East    Units  Estimated Accuracy
 CJ0045;SPC SC       -   121,400.      718,350.      MT  (+/- 180 meters Scaled)
 CJ0045
 CJ0045                          SUPERSEDED SURVEY CONTROL
 CJ0045
 CJ0045  NGVD 29 (03/21/89)    2.652  (m)            8.70   (f) ADJUSTED    1 2
 CJ0045
 CJ0045.Superseded values are not recommended for survey control.
 CJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0045.See file dsdata.txt to determine how the superseded data were derived.
 CJ0045
 CJ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS087432(NAD 83)
 CJ0045_MARKER: DJ = TIDAL STATION DISK
 CJ0045_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CJ0045_STAMPING: NO 6 1951
 CJ0045_MARK LOGO: CGS   
 CJ0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0045
 CJ0045  HISTORY     - Date     Condition        Report By
 CJ0045  HISTORY     - 1951     MONUMENTED       CGS
 CJ0045  HISTORY     - 1952     GOOD             NGS
 CJ0045  HISTORY     - 1984     GOOD             SCGS
 CJ0045  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0045
 CJ0045                          STATION DESCRIPTION
 CJ0045
 CJ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0045'1.8 MI SW FROM CAINHOY.
 CJ0045'0.3 MILE NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AND
 CJ0045'WORSHAMS GROCERY STORE AT CAINHOY, THENCE ABOUT 0.65 MILE WEST
 CJ0045'ALONG A BLACK TOP ROAD, THENCE ABOUT 0.85 MILE SOUTHEAST ALONG A
 CJ0045'BLACK TOP AND GRADED ROAD TO END OF ROAD AND E.C. AVINGER RESIDENCE,
 CJ0045'THENCE ACROSS AVINGER PROPERTY TO J.A. BUGGELL PROPERTY, SET IN THE
 CJ0045'TOP OF THE EAST CORNER OF CONCRETE PLATFORM OF OUTDOOR BARBACUE
 CJ0045'PIT ON BUGGELL PROPERTY, 121 1/2 FEET SOUTH OF SOUTH CORNER OF
 CJ0045'BRICK PORCH OF BUGGELLS RESIDENCE AND ABOUT 3 INCHES ABOVE GROUND.
 CJ0045
 CJ0045                          STATION RECOVERY (1984)
 CJ0045
 CJ0045'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0045'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KILOMETERS
 CJ0045'(0.7 MILE) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM THE
 CJ0045'INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 1.3 KILOMETERS
 CJ0045'(0.8 MILE) SOUTHEAST ALONG COUNTY ROAD S-8-120 TO END OF PAVEMENT,
 CJ0045'CONTINUE 0.2 KILOMETER (0.1 MILE) TO THE END OF THE SAND ROAD AND A
 CJ0045'TWO-STORY WOOD HOUSE, FROM THIS POINT CONTINUE BY FOOT SOUTHWEST
 CJ0045'ACROSS THE YARD OF THE TWO-STORY WOOD HOUSE TO AN ABANDONED ONE-STORY
 CJ0045'HOUSE, SET IN THE EAST CORNER OF A CONCRETE APRON USED AS A BARBEQUE
 CJ0045'PIT, JUST SOUTH-SOUTHWEST OF THE ONE-STORY HOUSE.
 CJ0045'THE MARK IS ABOVE LEVEL WITH GROUND.
 CJ0045
 CJ0045                          STATION RECOVERY (1992)
 CJ0045
 CJ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0045'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0505 ***********************************************************************
 CJ0505  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0505  DESIGNATION -  866 4561 TIDAL CAINHOY 2
 CJ0505  PID         -  CJ0505
 CJ0505  STATE/COUNTY-  SC/BERKELEY
 CJ0505  USGS QUAD   -  CAINHOY (1971)
 CJ0505
 CJ0505                         *CURRENT SURVEY CONTROL
 CJ0505  ___________________________________________________________________
 CJ0505* NAD 83(1986)-  32 55 19.     (N)    079 50 15.     (W)     SCALED    
 CJ0505* NAVD 88     -         3.123  (meters)      10.25   (feet)  ADJUSTED  
 CJ0505  ___________________________________________________________________
 CJ0505  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 CJ0505  DYNAMIC HT  -           3.120 (meters)      10.24  (feet)  COMP
 CJ0505  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 CJ0505
 CJ0505  VERT ORDER  -  FIRST     CLASS II
 CJ0505
 CJ0505.The horizontal coordinates were scaled from a topographic map and have
 CJ0505.an estimated accuracy of +/- 6 seconds.
 CJ0505
 CJ0505.The orthometric height was determined by differential leveling
 CJ0505.and adjusted by the National Geodetic Survey in June 1991..
 CJ0505
 CJ0505.This Tidal Bench Mark is designated as VM 17286
 CJ0505.by the Center for Operational Oceanographic Products and Services.
 CJ0505
 CJ0505.The geoid height was determined by GEOID03.
 CJ0505
 CJ0505.The dynamic height is computed by dividing the NAVD 88
 CJ0505.geopotential number by the normal gravity value computed on the
 CJ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0505.degrees latitude (g = 980.6199 gals.).
 CJ0505
 CJ0505.The modeled gravity was interpolated from observed gravity values.
 CJ0505
 CJ0505;                    North         East    Units  Estimated Accuracy
 CJ0505;SPC SC       -   121,340.      718,320.      MT  (+/- 180 meters Scaled)
 CJ0505
 CJ0505                          SUPERSEDED SURVEY CONTROL
 CJ0505
 CJ0505  NGVD 29 (03/21/89)    3.424  (m)           11.23   (f) ADJUSTED    1 2
 CJ0505
 CJ0505.Superseded values are not recommended for survey control.
 CJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0505.See file dsdata.txt to determine how the superseded data were derived.
 CJ0505
 CJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS086432(NAD 83)
 CJ0505_MARKER: DJ = TIDAL STATION DISK
 CJ0505_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CJ0505_SP_SET: SIDEWALK
 CJ0505_STAMPING: CAINHOY NO. 2 1976
 CJ0505_MARK LOGO: NOS   
 CJ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0505+STABILITY: SURFACE MOTION
 CJ0505
 CJ0505  HISTORY     - Date     Condition        Report By
 CJ0505  HISTORY     - 1976     MONUMENTED       NOS
 CJ0505  HISTORY     - 1985     GOOD             SCGS
 CJ0505
 CJ0505                          STATION DESCRIPTION
 CJ0505
 CJ0505'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985
 CJ0505'1.3 KM (0.8 MI) SW FROM CAINHOY.
 CJ0505'1.1 KILOMETERS (0.7 MILE) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0505'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 1.3
 CJ0505'KILOMETERS (0.8 MILE) SOUTHEAST ALONG COUNTY ROAD S-8-120 TO THE END
 CJ0505'OF PAVEMENT, CONTINUE 0.2 KILOMETER (0.1 MILE) TO THE END OF THE SAND
 CJ0505'ROAD AND A TWO-STORY WOOD HOUSE, FROM THIS POINT CONTINUE BY FOOT
 CJ0505'ACROSS THE YARD OF THE TWO-STORY HOUSE TO AN ABANDONED ONE-STORY
 CJ0505'HOUSE, SET IN THE SIDEWALK ON THE WEST SIDE OF THE ONE-STORY HOUSE,
 CJ0505'1.45 METERS (4.76 FEET) WEST OF THE SOUTH CORNER OF THE PORCH TO THE
 CJ0505'HOUSE, 10.8 METERS (35.43 FEET) NORTH-NORTHEAST OF A 90-INCH OAK TREE,
 CJ0505'36.5 METERS (119.75 FEET) NORTH-NORTHEAST OF THE EAST CORNER OF A
 CJ0505'CONCRETE APRON USED FOR A BARBEQUE PIT, 1.35 METERS (4.43 FEET)
 CJ0505'SOUTHWEST OF THE SOUTHWEST FACE OF THE PORCH, 15.6 METERS (51.18 FEET)
 CJ0505'WEST-NORTHWEST OF 866 4561 CAINHOY TIDAL 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0506 ***********************************************************************
 CJ0506  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0506  DESIGNATION -  866 4561 TIDAL CAINHOY 1
 CJ0506  PID         -  CJ0506
 CJ0506  STATE/COUNTY-  SC/BERKELEY
 CJ0506  USGS QUAD   -  CAINHOY (1971)
 CJ0506
 CJ0506                         *CURRENT SURVEY CONTROL
 CJ0506  ___________________________________________________________________
 CJ0506* NAD 83(1986)-  32 55 19.     (N)    079 50 15.     (W)     SCALED    
 CJ0506* NAVD 88     -         2.823  (meters)       9.26   (feet)  ADJUSTED  
 CJ0506  ___________________________________________________________________
 CJ0506  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 CJ0506  DYNAMIC HT  -           2.820 (meters)       9.25  (feet)  COMP
 CJ0506  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 CJ0506
 CJ0506  VERT ORDER  -  FIRST     CLASS II
 CJ0506
 CJ0506.The horizontal coordinates were scaled from a topographic map and have
 CJ0506.an estimated accuracy of +/- 6 seconds.
 CJ0506
 CJ0506.The orthometric height was determined by differential leveling
 CJ0506.and adjusted by the National Geodetic Survey in June 1991..
 CJ0506
 CJ0506.This Tidal Bench Mark is designated as VM 4069
 CJ0506.by the Center for Operational Oceanographic Products and Services.
 CJ0506
 CJ0506.The geoid height was determined by GEOID03.
 CJ0506
 CJ0506.The dynamic height is computed by dividing the NAVD 88
 CJ0506.geopotential number by the normal gravity value computed on the
 CJ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0506.degrees latitude (g = 980.6199 gals.).
 CJ0506
 CJ0506.The modeled gravity was interpolated from observed gravity values.
 CJ0506
 CJ0506;                    North         East    Units  Estimated Accuracy
 CJ0506;SPC SC       -   121,340.      718,320.      MT  (+/- 180 meters Scaled)
 CJ0506
 CJ0506                          SUPERSEDED SURVEY CONTROL
 CJ0506
 CJ0506  NGVD 29 (03/21/89)    3.123  (m)           10.25   (f) ADJUSTED    1 2
 CJ0506
 CJ0506.Superseded values are not recommended for survey control.
 CJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0506.See file dsdata.txt to determine how the superseded data were derived.
 CJ0506
 CJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS086432(NAD 83)
 CJ0506_MARKER: DJ = TIDAL STATION DISK
 CJ0506_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CJ0506_SP_SET: SIDEWALK
 CJ0506_STAMPING: CAINHOY NO. 1 1976
 CJ0506_MARK LOGO: NOS   
 CJ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0506+STABILITY: SURFACE MOTION
 CJ0506
 CJ0506  HISTORY     - Date     Condition        Report By
 CJ0506  HISTORY     - 1976     MONUMENTED       NOS
 CJ0506  HISTORY     - 1984     GOOD             SCGS
 CJ0506  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0506
 CJ0506                          STATION DESCRIPTION
 CJ0506
 CJ0506'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0506'1.3 KM (0.8 MI) SW FROM CAINHOY.
 CJ0506'1.1 KILOMETERS (0.7 MILE) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0506'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 1.3
 CJ0506'KILOMETERS (0.8 MILE) SOUTHEAST ALONG COUNTY ROAD S-8-120 TO THE END
 CJ0506'OF PAVEMENT, CONTINUE 0.2 KILOMETER (0.1 MILE) TO THE END OF THE SAND
 CJ0506'ROAD AND A TWO-STORY WOOD HOUSE, FROM THIS POINT CONTINUE BY FOOT
 CJ0506'ACROSS THE YARD OF THE TWO-STORY HOUSE TO AN ABANDONED ONE-STORY
 CJ0506'HOUSE, SET IN THE SIDEWALK IN FRONT OF THE ONE-STORY HOUSE,
 CJ0506'45.3 METERS (148.6 FEET) SOUTH-SOUTHWEST OF THE WEST CORNER OF THE
 CJ0506'TWO-STORY HOUSE, 16.5 METERS (54.2 FEET) SOUTH-SOUTHEAST OF THE
 CJ0506'SOUTHEAST CORNER OF THE ONE-STORY HOUSE, 15.1 METERS (49.5 FEET)
 CJ0506'EAST-NORTHEAST OF A 10-INCH PALMETTO TREE, 13.3 METERS (43.5 FEET)
 CJ0506'NORTHWEST OF THE END OF THE SIDEWALK AT THE APPROXIMATE EDGE OF THE
 CJ0506'RIVER.
 CJ0506'THE MARK IS ABOVE LEVEL WITH YARD.
 CJ0506
 CJ0506                          STATION RECOVERY (1992)
 CJ0506
 CJ0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0506'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1681 ***********************************************************************
 CK1681  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1681  DESIGNATION -  866 4589 A TIDAL
 CK1681  PID         -  CK1681
 CK1681  STATE/COUNTY-  SC/BERKELEY
 CK1681  USGS QUAD   -  LADSON (1979)
 CK1681
 CK1681                         *CURRENT SURVEY CONTROL
 CK1681  ___________________________________________________________________
 CK1681* NAD 83(1986)-  32 55 05.     (N)    080 00 39.     (W)     SCALED    
 CK1681* NAVD 88     -         1.557  (meters)       5.11   (feet)  ADJUSTED  
 CK1681  ___________________________________________________________________
 CK1681  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK1681  DYNAMIC HT  -           1.555 (meters)       5.10  (feet)  COMP
 CK1681  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 CK1681
 CK1681  VERT ORDER  -  FIRST     CLASS II
 CK1681
 CK1681.The horizontal coordinates were scaled from a topographic map and have
 CK1681.an estimated accuracy of +/- 6 seconds.
 CK1681
 CK1681.The orthometric height was determined by differential leveling
 CK1681.and adjusted by the National Geodetic Survey in June 1991..
 CK1681
 CK1681.This Tidal Bench Mark is designated as VM 4070
 CK1681.by the Center for Operational Oceanographic Products and Services.
 CK1681
 CK1681.The geoid height was determined by GEOID03.
 CK1681
 CK1681.The dynamic height is computed by dividing the NAVD 88
 CK1681.geopotential number by the normal gravity value computed on the
 CK1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1681.degrees latitude (g = 980.6199 gals.).
 CK1681
 CK1681.The modeled gravity was interpolated from observed gravity values.
 CK1681
 CK1681;                    North         East    Units  Estimated Accuracy
 CK1681;SPC SC       -   120,740.      702,110.      MT  (+/- 180 meters Scaled)
 CK1681
 CK1681                          SUPERSEDED SURVEY CONTROL
 CK1681
 CK1681  NGVD 29 (03/21/89)    1.854  (m)            6.08   (f) ADJUSTED    1 2
 CK1681
 CK1681.Superseded values are not recommended for survey control.
 CK1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1681.See file dsdata.txt to determine how the superseded data were derived.
 CK1681
 CK1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS924426(NAD 83)
 CK1681_MARKER: DJ = TIDAL STATION DISK
 CK1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1681_SP_SET: CONCRETE POST
 CK1681_STAMPING: 4589 A 1978
 CK1681_PROJECTION: FLUSH
 CK1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1681+STABILITY: SURFACE MOTION
 CK1681
 CK1681  HISTORY     - Date     Condition        Report By
 CK1681  HISTORY     - 1978     MONUMENTED       NOS
 CK1681  HISTORY     - 1979     GOOD             NGS
 CK1681  HISTORY     - 19910606 GOOD             USPSQD
 CK1681
 CK1681                          STATION DESCRIPTION
 CK1681
 CK1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1681'4.6 MI NORTH FROM NORTH CHARLESTON.
 CK1681'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CK1681'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CK1681'THENCE 1.2 MILES NORTHEAST ALONG YEAMANS HALL ROAD, THENCE 0.8 MILE
 CK1681'NORTHWEST ALONG MURRAY AVENUE, 54.2 FT. SOUTHEAST OF THE SOUTHEAST
 CK1681'ABUTMENT OF THE BRIDGE OVER TURKEY CREEK, 16.7 FT. NORTHEAST OF THE
 CK1681'CENTERLINE OF THE AVENUE, 3.0 FT. SOUTHWEST OF POWER POLE 237127.
 CK1681'THE MARK IS 2 FT BELOW AVENUE.
 CK1681
 CK1681                          STATION RECOVERY (1991)
 CK1681
 CK1681'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK1681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1680 ***********************************************************************
 CK1680  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1680  DESIGNATION -  866 4589 B TIDAL
 CK1680  PID         -  CK1680
 CK1680  STATE/COUNTY-  SC/BERKELEY
 CK1680  USGS QUAD   -  LADSON (1979)
 CK1680
 CK1680                         *CURRENT SURVEY CONTROL
 CK1680  ___________________________________________________________________
 CK1680* NAD 83(1986)-  32 55 03.     (N)    080 00 38.     (W)     SCALED    
 CK1680* NAVD 88     -         2.631  (meters)       8.63   (feet)  ADJUSTED  
 CK1680  ___________________________________________________________________
 CK1680  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK1680  DYNAMIC HT  -           2.628 (meters)       8.62  (feet)  COMP
 CK1680  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 CK1680
 CK1680  VERT ORDER  -  FIRST     CLASS II
 CK1680
 CK1680.The horizontal coordinates were scaled from a topographic map and have
 CK1680.an estimated accuracy of +/- 6 seconds.
 CK1680
 CK1680.The orthometric height was determined by differential leveling
 CK1680.and adjusted by the National Geodetic Survey in June 1991..
 CK1680
 CK1680.This Tidal Bench Mark is designated as VM 4071
 CK1680.by the Center for Operational Oceanographic Products and Services.
 CK1680
 CK1680.The geoid height was determined by GEOID03.
 CK1680
 CK1680.The dynamic height is computed by dividing the NAVD 88
 CK1680.geopotential number by the normal gravity value computed on the
 CK1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1680.degrees latitude (g = 980.6199 gals.).
 CK1680
 CK1680.The modeled gravity was interpolated from observed gravity values.
 CK1680
 CK1680;                    North         East    Units  Estimated Accuracy
 CK1680;SPC SC       -   120,680.      702,140.      MT  (+/- 180 meters Scaled)
 CK1680
 CK1680                          SUPERSEDED SURVEY CONTROL
 CK1680
 CK1680  NGVD 29 (03/21/89)    2.928  (m)            9.61   (f) ADJUSTED    1 2
 CK1680
 CK1680.Superseded values are not recommended for survey control.
 CK1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1680.See file dsdata.txt to determine how the superseded data were derived.
 CK1680
 CK1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS925425(NAD 83)
 CK1680_MARKER: DJ = TIDAL STATION DISK
 CK1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1680_SP_SET: CONCRETE POST
 CK1680_STAMPING: 4589 B 1978
 CK1680_PROJECTION: FLUSH
 CK1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1680+STABILITY: SURFACE MOTION
 CK1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK1680+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CK1680
 CK1680  HISTORY     - Date     Condition        Report By
 CK1680  HISTORY     - 1978     MONUMENTED       NOS
 CK1680  HISTORY     - 1979     GOOD             NGS
 CK1680  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 CK1680  HISTORY     - 20030620 GOOD             USPSQD
 CK1680
 CK1680                          STATION DESCRIPTION
 CK1680
 CK1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1680'4.55 MI NORTH FROM NORTH CHARLESTON.
 CK1680'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CK1680'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CK1680'THENCE 1.2 MILES NORTHEAST ALONG YEAMANS HILL ROAD, THENCE 0.75 MILE
 CK1680'NORTHWEST ALONG MURRAY AVENUE, 324.0 FT. SOUTHEAST OF THE SOUTHEAST
 CK1680'END OF THE BRIDGE ACROSS TURKEY CREEK, 54.1 FT. SOUTH-SOUTHEAST OF
 CK1680'POWER POLE 262515, 31.2 FT. SOUTHWEST OF THE CENTERLINE OF THE
 CK1680'AVENUE, 8.0 FT. NORTHEAST OF A CONCRETE FENCE POST, 6.5 FT. SOUTHWEST
 CK1680'OF A METAL FENCE POST AT THE SOUTHEAST END OF A CHAIN LINK FENCE.
 CK1680'THE MARK IS 1 FT ABOVE AVENUE.
 CK1680
 CK1680                          STATION RECOVERY (1991)
 CK1680
 CK1680'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK1680'MARK NOT FOUND.
 CK1680
 CK1680                          STATION RECOVERY (2003)
 CK1680
 CK1680'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 CK1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1679 ***********************************************************************
 CK1679  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1679  DESIGNATION -  866 4589 C TIDAL
 CK1679  PID         -  CK1679
 CK1679  STATE/COUNTY-  SC/BERKELEY
 CK1679  USGS QUAD   -  LADSON (1979)
 CK1679
 CK1679                         *CURRENT SURVEY CONTROL
 CK1679  ___________________________________________________________________
 CK1679* NAD 83(1986)-  32 55 02.     (N)    080 00 35.     (W)     SCALED    
 CK1679* NAVD 88     -         2.469  (meters)       8.10   (feet)  ADJUSTED  
 CK1679  ___________________________________________________________________
 CK1679  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK1679  DYNAMIC HT  -           2.467 (meters)       8.09  (feet)  COMP
 CK1679  MODELED GRAV-     979,555.3   (mgal)                       NAVD 88
 CK1679
 CK1679  VERT ORDER  -  FIRST     CLASS II
 CK1679
 CK1679.The horizontal coordinates were scaled from a topographic map and have
 CK1679.an estimated accuracy of +/- 6 seconds.
 CK1679
 CK1679.The orthometric height was determined by differential leveling
 CK1679.and adjusted by the National Geodetic Survey in June 1991..
 CK1679
 CK1679.This Tidal Bench Mark is designated as VM 4072
 CK1679.by the Center for Operational Oceanographic Products and Services.
 CK1679
 CK1679.The geoid height was determined by GEOID03.
 CK1679
 CK1679.The dynamic height is computed by dividing the NAVD 88
 CK1679.geopotential number by the normal gravity value computed on the
 CK1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1679.degrees latitude (g = 980.6199 gals.).
 CK1679
 CK1679.The modeled gravity was interpolated from observed gravity values.
 CK1679
 CK1679;                    North         East    Units  Estimated Accuracy
 CK1679;SPC SC       -   120,650.      702,220.      MT  (+/- 180 meters Scaled)
 CK1679
 CK1679                          SUPERSEDED SURVEY CONTROL
 CK1679
 CK1679  NGVD 29 (03/21/89)    2.766  (m)            9.07   (f) ADJUSTED    1 2
 CK1679
 CK1679.Superseded values are not recommended for survey control.
 CK1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1679.See file dsdata.txt to determine how the superseded data were derived.
 CK1679
 CK1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS925425(NAD 83)
 CK1679_MARKER: DJ = TIDAL STATION DISK
 CK1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1679_SP_SET: CONCRETE POST
 CK1679_STAMPING: 4589 C 1978
 CK1679_PROJECTION: FLUSH
 CK1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1679+STABILITY: SURFACE MOTION
 CK1679
 CK1679  HISTORY     - Date     Condition        Report By
 CK1679  HISTORY     - 1978     MONUMENTED       NOS
 CK1679  HISTORY     - 1979     GOOD             NGS
 CK1679  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 CK1679
 CK1679                          STATION DESCRIPTION
 CK1679
 CK1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1679'4.5 MI NORTH FROM NORTH CHARLESTON.
 CK1679'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CK1679'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CK1679'THENCE 1.2 MILES NORTHEAST ALONG YEAMANS HALL ROAD, THENCE 0.7 MILE
 CK1679'NORTHWEST ALONG MURRAY AVENUE, AT AN ENTRANCE TO BARKELY HILLS
 CK1679'SUBDIVISON, 35.0 FT. NORTHEAST OF THE CENTERLINE OF THE AVENUE, 17.1
 CK1679'FT. NORTH-NORTHWEST OF A GUY WIRE ANCHOR, 5.9 FT. SOUTHEAST OF THE
 CK1679'SOUTHEAST CORNER OF THE SOUTHEAST BRICK COLUMN AT THE ENTRANCE, 5.0
 CK1679'FT. NORTHEAST OF POWER POLE 67208, ABOUT 270 FT. EAST-SOUTHEAST OF AND
 CK1679'ACROSS THE AVENUE FROM BENCH MARK 866-4589 B TIDAL.
 CK1679'THE MARK IS ABOVE LEVEL WITH AVENUE.
 CK1679
 CK1679                          STATION RECOVERY (1991)
 CK1679
 CK1679'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK1679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1678 ***********************************************************************
 CK1678  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1678  DESIGNATION -  866 4589 D TIDAL
 CK1678  PID         -  CK1678
 CK1678  STATE/COUNTY-  SC/BERKELEY
 CK1678  USGS QUAD   -  LADSON (1979)
 CK1678
 CK1678                         *CURRENT SURVEY CONTROL
 CK1678  ___________________________________________________________________
 CK1678* NAD 83(1986)-  32 55 04.     (N)    080 00 35.     (W)     SCALED    
 CK1678* NAVD 88     -         2.916  (meters)       9.57   (feet)  ADJUSTED  
 CK1678  ___________________________________________________________________
 CK1678  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK1678  DYNAMIC HT  -           2.913 (meters)       9.56  (feet)  COMP
 CK1678  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 CK1678
 CK1678  VERT ORDER  -  FIRST     CLASS II
 CK1678
 CK1678.The horizontal coordinates were scaled from a topographic map and have
 CK1678.an estimated accuracy of +/- 6 seconds.
 CK1678
 CK1678.The orthometric height was determined by differential leveling
 CK1678.and adjusted by the National Geodetic Survey in June 1991..
 CK1678
 CK1678.This Tidal Bench Mark is designated as VM 4073
 CK1678.by the Center for Operational Oceanographic Products and Services.
 CK1678
 CK1678.The geoid height was determined by GEOID03.
 CK1678
 CK1678.The dynamic height is computed by dividing the NAVD 88
 CK1678.geopotential number by the normal gravity value computed on the
 CK1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1678.degrees latitude (g = 980.6199 gals.).
 CK1678
 CK1678.The modeled gravity was interpolated from observed gravity values.
 CK1678
 CK1678;                    North         East    Units  Estimated Accuracy
 CK1678;SPC SC       -   120,710.      702,220.      MT  (+/- 180 meters Scaled)
 CK1678
 CK1678                          SUPERSEDED SURVEY CONTROL
 CK1678
 CK1678  NGVD 29 (03/21/89)    3.213  (m)           10.54   (f) ADJUSTED    1 2
 CK1678
 CK1678.Superseded values are not recommended for survey control.
 CK1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1678.See file dsdata.txt to determine how the superseded data were derived.
 CK1678
 CK1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS925426(NAD 83)
 CK1678_MARKER: DJ = TIDAL STATION DISK
 CK1678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1678_SP_SET: STAINLESS STEEL ROD
 CK1678_STAMPING: 4589 D 1978
 CK1678_PROJECTION: FLUSH
 CK1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1678_ROD/PIPE-DEPTH: 5.79 meters
 CK1678
 CK1678  HISTORY     - Date     Condition        Report By
 CK1678  HISTORY     - 1978     MONUMENTED       NOS
 CK1678  HISTORY     - 1979     GOOD             NGS
 CK1678  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 CK1678
 CK1678                          STATION DESCRIPTION
 CK1678
 CK1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1678'4.5 MI NORTH FROM NORTH CHARLESTON.
 CK1678'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CK1678'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CK1678'THENCE 1.2 MILES NORTHEAST ALONG YEAMANS HALL ROAD, THENCE 0.7 MILE
 CK1678'NORTHWEST ALONG MURRAY AVENUE, THENCE 80 YARDS NORTHEAST ALONG BISHOP
 CK1678'ROAD, 220.0 FT. NORTHEAST OF THE ENTRANCE TO THE BARKELY HILLS
 CK1678'SUBDIVISION, 21.3 FT. NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.0 FT
 CK1678'NORTHEAST OF A POWER POLE WITH ONE TRANSFORMER.
 CK1678'THE MARK IS 2 FT BELOW ROAD.
 CK1678
 CK1678                          STATION RECOVERY (1991)
 CK1678
 CK1678'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK1678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1677 ***********************************************************************
 CK1677  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1677  DESIGNATION -  866 4589 E TIDAL
 CK1677  PID         -  CK1677
 CK1677  STATE/COUNTY-  SC/BERKELEY
 CK1677  USGS QUAD   -  LADSON (1979)
 CK1677
 CK1677                         *CURRENT SURVEY CONTROL
 CK1677  ___________________________________________________________________
 CK1677* NAD 83(1986)-  32 55 03.     (N)    080 00 34.     (W)     SCALED    
 CK1677* NAVD 88     -         2.930  (meters)       9.61   (feet)  ADJUSTED  
 CK1677  ___________________________________________________________________
 CK1677  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK1677  DYNAMIC HT  -           2.927 (meters)       9.60  (feet)  COMP
 CK1677  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 CK1677
 CK1677  VERT ORDER  -  FIRST     CLASS II
 CK1677
 CK1677.The horizontal coordinates were scaled from a topographic map and have
 CK1677.an estimated accuracy of +/- 6 seconds.
 CK1677
 CK1677.The orthometric height was determined by differential leveling
 CK1677.and adjusted by the National Geodetic Survey in June 1991..
 CK1677
 CK1677.This Tidal Bench Mark is designated as VM 4074
 CK1677.by the Center for Operational Oceanographic Products and Services.
 CK1677
 CK1677.The geoid height was determined by GEOID03.
 CK1677
 CK1677.The dynamic height is computed by dividing the NAVD 88
 CK1677.geopotential number by the normal gravity value computed on the
 CK1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1677.degrees latitude (g = 980.6199 gals.).
 CK1677
 CK1677.The modeled gravity was interpolated from observed gravity values.
 CK1677
 CK1677;                    North         East    Units  Estimated Accuracy
 CK1677;SPC SC       -   120,680.      702,240.      MT  (+/- 180 meters Scaled)
 CK1677
 CK1677                          SUPERSEDED SURVEY CONTROL
 CK1677
 CK1677  NGVD 29 (03/21/89)    3.227  (m)           10.59   (f) ADJUSTED    1 2
 CK1677
 CK1677.Superseded values are not recommended for survey control.
 CK1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1677.See file dsdata.txt to determine how the superseded data were derived.
 CK1677
 CK1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS926425(NAD 83)
 CK1677_MARKER: DJ = TIDAL STATION DISK
 CK1677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1677_SP_SET: STAINLESS STEEL ROD
 CK1677_STAMPING: 4589 E 1978
 CK1677_PROJECTION: FLUSH
 CK1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1677_ROD/PIPE-DEPTH: 5.49 meters
 CK1677
 CK1677  HISTORY     - Date     Condition        Report By
 CK1677  HISTORY     - 1978     MONUMENTED       NOS
 CK1677  HISTORY     - 1979     GOOD             NGS
 CK1677  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 CK1677
 CK1677                          STATION DESCRIPTION
 CK1677
 CK1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1677'4.5 MI NORTH FROM NORTH CHARLESTON.
 CK1677'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE AMTRAK RAILROAD
 CK1677'STATION AT NORTH CHARLESTON, THENCE 0.4 MILE EAST ALONG REMOUNT ROAD,
 CK1677'THENCE 1.2 MILES NORTHEAST ALONG YEAMANS HALL ROAD, THENCE 0.7 MILE
 CK1677'NORTHWEST ALONG MURRAY AVENUE, THENCE 0.05 MILE NORTHEAST ALONG BISHOP
 CK1677'ROAD TO A POWERLINE CROSSING, 104.0 FT. EAST OF THE CENTERLINE OF
 CK1677'THE ROAD, 91.0 FT. SOUTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY
 CK1677'BRICK HOUSE, 84.7 FT. SOUTHWEST OF POWER TRANSMISSION POLE 21, 5.2 FT.
 CK1677'NORTH OF POWER POLE 150.
 CK1677'THE MARK IS 1 FT BELOW ROAD.
 CK1677
 CK1677                          STATION RECOVERY (1991)
 CK1677
 CK1677'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CK1677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0246 ***********************************************************************
 CJ0246  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0246  DESIGNATION -  866 4611 A TIDAL
 CJ0246  PID         -  CJ0246
 CJ0246  STATE/COUNTY-  SC/CHARLESTON
 CJ0246  USGS QUAD   -  SEWEE BAY (1992)
 CJ0246
 CJ0246                         *CURRENT SURVEY CONTROL
 CJ0246  ___________________________________________________________________
 CJ0246* NAD 83(1986)-  32 54 53.     (N)    079 44 45.     (W)     SCALED    
 CJ0246* NAVD 88     -         2.160  (meters)       7.09   (feet)  ADJUSTED  
 CJ0246  ___________________________________________________________________
 CJ0246  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 CJ0246  DYNAMIC HT  -           2.158 (meters)       7.08  (feet)  COMP
 CJ0246  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 CJ0246
 CJ0246  VERT ORDER  -  FIRST     CLASS II
 CJ0246
 CJ0246.The horizontal coordinates were scaled from a topographic map and have
 CJ0246.an estimated accuracy of +/- 6 seconds.
 CJ0246
 CJ0246.The orthometric height was determined by differential leveling
 CJ0246.and adjusted by the National Geodetic Survey in June 1991..
 CJ0246
 CJ0246.This Tidal Bench Mark is designated as VM 4075
 CJ0246.by the Center for Operational Oceanographic Products and Services.
 CJ0246
 CJ0246.The geoid height was determined by GEOID03.
 CJ0246
 CJ0246.The dynamic height is computed by dividing the NAVD 88
 CJ0246.geopotential number by the normal gravity value computed on the
 CJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0246.degrees latitude (g = 980.6199 gals.).
 CJ0246
 CJ0246.The modeled gravity was interpolated from observed gravity values.
 CJ0246
 CJ0246;                    North         East    Units  Estimated Accuracy
 CJ0246;SPC SC       -   120,640.      726,900.      MT  (+/- 180 meters Scaled)
 CJ0246
 CJ0246                          SUPERSEDED SURVEY CONTROL
 CJ0246
 CJ0246  NGVD 29 (03/21/89)    2.455  (m)            8.05   (f) ADJUSTED    1 2
 CJ0246
 CJ0246.Superseded values are not recommended for survey control.
 CJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0246.See file dsdata.txt to determine how the superseded data were derived.
 CJ0246
 CJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS172425(NAD 83)
 CJ0246_MARKER: DJ = TIDAL STATION DISK
 CJ0246_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0246_SP_SET: COPPER-CLAD STEEL ROD
 CJ0246_STAMPING: 4611 A 1977
 CJ0246_MARK LOGO: NOS   
 CJ0246_PROJECTION: FLUSH
 CJ0246_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0246+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0246_ROD/PIPE-DEPTH: 9.75 meters
 CJ0246
 CJ0246  HISTORY     - Date     Condition        Report By
 CJ0246  HISTORY     - 1977     MONUMENTED       NOS
 CJ0246  HISTORY     - 1979     GOOD             NGS
 CJ0246  HISTORY     - 19910603 GOOD             USPSQD
 CJ0246  HISTORY     - 19920817 GOOD             NGS
 CJ0246
 CJ0246                          STATION DESCRIPTION
 CJ0246
 CJ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0246'13.0 MI SW FROM AWENDAW.
 CJ0246'THE MARK IS ABOVE LEVEL WITH THE LAWN.
 CJ0246'8.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THE POST
 CJ0246'OFFICE IN AWENDAW, THENCE 1.6 MILES NORTHWEST AND WEST ALONG COUNTY
 CJ0246'ROAD S-10-98, THENCE 1.0 MILE SOUTH-SOUTHWEST ALONG COUNTY ROAD
 CJ0246'S-10-1526, AND THENCE 2.0 MILES SOUTHWEST ALONG A DIRT ROAD LEADING
 CJ0246'TO THE RESIDENCE OF MR. NORMAN MOORE.  MARK IS SET IN THE REAR LAWN,
 CJ0246'47.2 FEET EAST-SOUTHEAST OF THE STEPS OF THE REAR ENTRANCE TO THE
 CJ0246'RESIDENCE, 29 FEET NORTHEAST OF THE CENTER OF THE WALKWAY TO A
 CJ0246'DOCK, AND 11.6 FEET NORTH-NORTHWEST OF A 30 INCH PINE TREE.
 CJ0246
 CJ0246                          STATION RECOVERY (1991)
 CJ0246
 CJ0246'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0246'RECOVERED IN GOOD CONDITION.
 CJ0246
 CJ0246                          STATION RECOVERY (1992)
 CJ0246
 CJ0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0246'14.6 KM (9.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0246'OFFICE IN AWENDAW, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG STATE
 CJ0246'HIGHWAY S1098 (CUERRINS BRIDGE ROAD), THENCE 1.7 KM (1.05 MI)
 CJ0246'SOUTHERLY ALONG STATE HIGHWAY S10 1526 (WOODVILLE ROAD), THENCE 3.4
 CJ0246'KM (2.10 MI) SOUTHWESTERLY ALONG PARADISE ISL AND EDEN ROADS, 82.8 M
 CJ0246'(271.7 FT) SOUTH OF THE ROAD CENTER, 20.0 M (65.6 FT) SOUTHEAST OF
 CJ0246'THE SOUTHWEST CORNER OF THE MOORE RESIDENCE, 16.9 M (55.4 FT)
 CJ0246'SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, 8.7 M (28.5 FT) EAST
 CJ0246'OF THE CENTER OF A WALKWAY LEADING TO A DOCK, 1.7 M (5.6 FT)
 CJ0246'SOUTHWEST OF A UTILITY LIGHT POLE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 CJ0246'OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 CJ0246'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0245 ***********************************************************************
 CJ0245  DESIGNATION -  866 4611 B TIDAL
 CJ0245  PID         -  CJ0245
 CJ0245  STATE/COUNTY-  SC/CHARLESTON
 CJ0245  USGS QUAD   -  SEWEE BAY (1992)
 CJ0245
 CJ0245                         *CURRENT SURVEY CONTROL
 CJ0245  ___________________________________________________________________
 CJ0245* NAD 83(1986)-  32 54 54.     (N)    079 44 45.     (W)     SCALED    
 CJ0245* NAVD 88     -         2.300  (meters)       7.55   (feet)  ADJUSTED  
 CJ0245  ___________________________________________________________________
 CJ0245  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 CJ0245  DYNAMIC HT  -           2.298 (meters)       7.54  (feet)  COMP
 CJ0245  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 CJ0245
 CJ0245  VERT ORDER  -  FIRST     CLASS II
 CJ0245
 CJ0245.The horizontal coordinates were scaled from a topographic map and have
 CJ0245.an estimated accuracy of +/- 6 seconds.
 CJ0245
 CJ0245.The orthometric height was determined by differential leveling
 CJ0245.and adjusted by the National Geodetic Survey in June 1991..
 CJ0245
 CJ0245.The geoid height was determined by GEOID03.
 CJ0245
 CJ0245.The dynamic height is computed by dividing the NAVD 88
 CJ0245.geopotential number by the normal gravity value computed on the
 CJ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0245.degrees latitude (g = 980.6199 gals.).
 CJ0245
 CJ0245.The modeled gravity was interpolated from observed gravity values.
 CJ0245
 CJ0245;                    North         East    Units  Estimated Accuracy
 CJ0245;SPC SC       -   120,670.      726,900.      MT  (+/- 180 meters Scaled)
 CJ0245
 CJ0245                          SUPERSEDED SURVEY CONTROL
 CJ0245
 CJ0245  NGVD 29 (03/21/89)    2.595  (m)            8.51   (f) ADJUSTED    1 2
 CJ0245
 CJ0245.Superseded values are not recommended for survey control.
 CJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0245.See file dsdata.txt to determine how the superseded data were derived.
 CJ0245
 CJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS172425(NAD 83)
 CJ0245_MARKER: DJ = TIDAL STATION DISK
 CJ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0245_SP_SET: CONCRETE POST
 CJ0245_STAMPING: 4611 B 1977
 CJ0245_PROJECTION: FLUSH
 CJ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0245+STABILITY: SURFACE MOTION
 CJ0245
 CJ0245  HISTORY     - Date     Condition        Report By
 CJ0245  HISTORY     - 1977     MONUMENTED       NOS
 CJ0245  HISTORY     - 1979     GOOD             NGS
 CJ0245  HISTORY     - 19910603 MARK NOT FOUND   USPSQD
 CJ0245  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0245
 CJ0245                          STATION DESCRIPTION
 CJ0245
 CJ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0245'13.0 MI SW FROM AWENDAW.
 CJ0245'8.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THE POST OFFICE
 CJ0245'IN AWENDAW, THENCE 1.6 MILES NORTHWEST AND WEST ALONG COUNTY ROAD
 CJ0245'S-10-98, THENCE  1.0 MILE SOUTH-SOUTHWEST ALONG COUNTY ROAD S-10-1526,
 CJ0245'AND THENCE 2.0 MILES SOUTHWEST ALONG A DIRT ROAD LEADING TO
 CJ0245'THE RESIDENCE OF MR. NORMAN MOORE.  MARK IS SET IN THE FRONT LAWN,
 CJ0245'100 FEET SOUTH OF BENCH MARK 4611 C, 18 FEET WEST OF THE CENTER OF
 CJ0245'THE DRIVEWAY TO THE RESIDENCE, AND 3.5 FEET EAST OF A POWER POLE
 CJ0245'WITH A YARD LIGHT.
 CJ0245'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 CJ0245
 CJ0245                          STATION RECOVERY (1991)
 CJ0245
 CJ0245'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0245'MARK NOT FOUND.
 CJ0245
 CJ0245                          STATION RECOVERY (1992)
 CJ0245
 CJ0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0245'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0244 ***********************************************************************
 CJ0244  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0244  DESIGNATION -  866 4611 C TIDAL
 CJ0244  PID         -  CJ0244
 CJ0244  STATE/COUNTY-  SC/CHARLESTON
 CJ0244  USGS QUAD   -  SEWEE BAY (1992)
 CJ0244
 CJ0244                         *CURRENT SURVEY CONTROL
 CJ0244  ___________________________________________________________________
 CJ0244* NAD 83(1986)-  32 54 55.     (N)    079 44 45.     (W)     SCALED    
 CJ0244* NAVD 88     -         2.114  (meters)       6.94   (feet)  ADJUSTED  
 CJ0244  ___________________________________________________________________
 CJ0244  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 CJ0244  DYNAMIC HT  -           2.112 (meters)       6.93  (feet)  COMP
 CJ0244  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 CJ0244
 CJ0244  VERT ORDER  -  FIRST     CLASS II
 CJ0244
 CJ0244.The horizontal coordinates were scaled from a topographic map and have
 CJ0244.an estimated accuracy of +/- 6 seconds.
 CJ0244
 CJ0244.The orthometric height was determined by differential leveling
 CJ0244.and adjusted by the National Geodetic Survey in June 1991..
 CJ0244
 CJ0244.This Tidal Bench Mark is designated as VM 4076
 CJ0244.by the Center for Operational Oceanographic Products and Services.
 CJ0244
 CJ0244.The geoid height was determined by GEOID03.
 CJ0244
 CJ0244.The dynamic height is computed by dividing the NAVD 88
 CJ0244.geopotential number by the normal gravity value computed on the
 CJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0244.degrees latitude (g = 980.6199 gals.).
 CJ0244
 CJ0244.The modeled gravity was interpolated from observed gravity values.
 CJ0244
 CJ0244;                    North         East    Units  Estimated Accuracy
 CJ0244;SPC SC       -   120,700.      726,900.      MT  (+/- 180 meters Scaled)
 CJ0244
 CJ0244                          SUPERSEDED SURVEY CONTROL
 CJ0244
 CJ0244  NGVD 29 (03/21/89)    2.409  (m)            7.90   (f) ADJUSTED    1 2
 CJ0244
 CJ0244.Superseded values are not recommended for survey control.
 CJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0244.See file dsdata.txt to determine how the superseded data were derived.
 CJ0244
 CJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS172425(NAD 83)
 CJ0244_MARKER: DJ = TIDAL STATION DISK
 CJ0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0244_SP_SET: COPPER-CLAD STEEL ROD
 CJ0244_STAMPING: 4611 C 1977
 CJ0244_MARK LOGO: NOS   
 CJ0244_PROJECTION: FLUSH
 CJ0244_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0244+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0244_ROD/PIPE-DEPTH: 6.10 meters
 CJ0244
 CJ0244  HISTORY     - Date     Condition        Report By
 CJ0244  HISTORY     - 1977     MONUMENTED       NOS
 CJ0244  HISTORY     - 1979     GOOD             NGS
 CJ0244  HISTORY     - 19910603 GOOD             USPSQD
 CJ0244  HISTORY     - 19920817 GOOD             NGS
 CJ0244
 CJ0244                          STATION DESCRIPTION
 CJ0244
 CJ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0244'13.0 MI SW FROM AWENDAW.
 CJ0244'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0244'8.4 MILES SOUTHWEST ALONG U.S. HIGHWAYS 17 AND 701 FROM THE POST
 CJ0244'OFFICE IN AWENDAW, THENCED 1.6 MILES NORTHWEST AND WEST ALONG COUNTY
 CJ0244'ROAD S-10-98, THENCE 1.0 MILE SOUTH-SOUTHWEST ALONG COUNTY ROAD
 CJ0244'S-10-1526, AND THENCE 2.0 MILES SOUTHWEST ALONG A DIRT ROAD LEADING
 CJ0244'TO THE RESIDENCE OF MR. NORMAN MOORE.
 CJ0244'100 FEET NORTH OF BENCH MARK 4611 B, 38.6 FEET SOUTH OF THE CENTER
 CJ0244'OF THE DIRT ROAD, 13.6 FEET WEST OF THE CENTER OF THE DRIVEWAY TO
 CJ0244'THE RESIDENCE, AND 5.7 FEET SOUTHWEST OF POWER POLE NUMBER 25-65 A.
 CJ0244
 CJ0244                          STATION RECOVERY (1991)
 CJ0244
 CJ0244'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0244'RECOVERED IN GOOD CONDITION.
 CJ0244
 CJ0244                          STATION RECOVERY (1992)
 CJ0244
 CJ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0244'14.6 KM (9.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0244'OFFICE IN AWENDAW, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG STATE
 CJ0244'HIGHWAY S1098 (CUERRINS BRIDGE ROAD), THENCE 1.7 KM (1.05 MI)
 CJ0244'SOUTHERLY ALONG STATE HIGHWAY S10 1526 (WOODVILLE ROAD), THENCE 3.4
 CJ0244'KM (2.10 MI) SOUTHWESTERLY ALONG PARADISE ISL AND EDEN ROADS, 10.9 M
 CJ0244'(35.8 FT) SOUTH OF THE ROAD CENTER, 10.2 M (33.5 FT) EAST OF THE
 CJ0244'CENTER OF A DRIVEWAY LEADING SOUTH TO THE MOORE RESIDENCE, 4.0 M
 CJ0244'(13.1 FT) WEST OF THE CENTER OF A DRIVEWAY, 1.7 M (5.6 FT) SOUTHWEST
 CJ0244'OF A UTILITY WITH A TRANSFORMER, 1.5 M (4.9 FT) SOUTH OF UNDERGROUND
 CJ0244'CABLE JUNCTION BOX NUMBER 2P1, AND 0.3 M (1.0 FT) LOW THE LEVEL OF
 CJ0244'THE ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 CJ0244'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0243 ***********************************************************************
 CJ0243  DESIGNATION -  866 4611 D TIDAL
 CJ0243  PID         -  CJ0243
 CJ0243  STATE/COUNTY-  SC/CHARLESTON
 CJ0243  USGS QUAD   -  SEWEE BAY (1992)
 CJ0243
 CJ0243                         *CURRENT SURVEY CONTROL
 CJ0243  ___________________________________________________________________
 CJ0243* NAD 83(1986)-  32 54 55.     (N)    079 44 46.     (W)     SCALED    
 CJ0243* NAVD 88     -         2.174  (meters)       7.13   (feet)  ADJUSTED  
 CJ0243  ___________________________________________________________________
 CJ0243  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 CJ0243  DYNAMIC HT  -           2.172 (meters)       7.13  (feet)  COMP
 CJ0243  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 CJ0243
 CJ0243  VERT ORDER  -  FIRST     CLASS II
 CJ0243
 CJ0243.The horizontal coordinates were scaled from a topographic map and have
 CJ0243.an estimated accuracy of +/- 6 seconds.
 CJ0243
 CJ0243.The orthometric height was determined by differential leveling
 CJ0243.and adjusted by the National Geodetic Survey in June 1991..
 CJ0243
 CJ0243.The geoid height was determined by GEOID03.
 CJ0243
 CJ0243.The dynamic height is computed by dividing the NAVD 88
 CJ0243.geopotential number by the normal gravity value computed on the
 CJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0243.degrees latitude (g = 980.6199 gals.).
 CJ0243
 CJ0243.The modeled gravity was interpolated from observed gravity values.
 CJ0243
 CJ0243;                    North         East    Units  Estimated Accuracy
 CJ0243;SPC SC       -   120,700.      726,880.      MT  (+/- 180 meters Scaled)
 CJ0243
 CJ0243                          SUPERSEDED SURVEY CONTROL
 CJ0243
 CJ0243  NGVD 29 (03/21/89)    2.469  (m)            8.10   (f) ADJUSTED    1 2
 CJ0243
 CJ0243.Superseded values are not recommended for survey control.
 CJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0243.See file dsdata.txt to determine how the superseded data were derived.
 CJ0243
 CJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS172425(NAD 83)
 CJ0243_MARKER: DJ = TIDAL STATION DISK
 CJ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0243_SP_SET: CONCRETE POST
 CJ0243_STAMPING: 4611 D 1977
 CJ0243_PROJECTION: FLUSH
 CJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0243+STABILITY: SURFACE MOTION
 CJ0243
 CJ0243  HISTORY     - Date     Condition        Report By
 CJ0243  HISTORY     - 1977     MONUMENTED       NOS
 CJ0243  HISTORY     - 1979     GOOD             NGS
 CJ0243  HISTORY     - 19910603 GOOD             USPSQD
 CJ0243  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0243
 CJ0243                          STATION DESCRIPTION
 CJ0243
 CJ0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0243'13.1 MI SW FROM AWENDAW.
 CJ0243'8.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THE POST
 CJ0243'OFFICE IN AWENDAW, THENCE 1.6 MILES NORTHWEST AND WEST ALONG COUNTY
 CJ0243'ROAD S-10-98, THENCE  1.0 MILE SOUTH-SOUTHWEST ALONG COUNTY ROAD
 CJ0243'S-10-1526, AND THENCE 2.1 MILES SOUTHWEST ALONG A DIRT ROAD LEADING
 CJ0243'TO THE RESIDENCE OF MR. NORMAN MOORE, 276 FEETEAST OF BENCH MARK
 CJ0243'4611 C, 262 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE RESIDENCE,
 CJ0243'24 FEET NORTH OF AN 18 INCH PINE TREE, 23 FEET SOUTH OF THE CENTER OF
 CJ0243'THE ROAD, AND 3 FEET SOUTH OF A POWER POLE.
 CJ0243'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0243
 CJ0243                          STATION RECOVERY (1991)
 CJ0243
 CJ0243'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0243'RECOVERED IN GOOD CONDITION.
 CJ0243
 CJ0243                          STATION RECOVERY (1992)
 CJ0243
 CJ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0243'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0242 ***********************************************************************
 CJ0242  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0242  DESIGNATION -  866 4611 E TIDAL
 CJ0242  PID         -  CJ0242
 CJ0242  STATE/COUNTY-  SC/CHARLESTON
 CJ0242  USGS QUAD   -  SEWEE BAY (1992)
 CJ0242
 CJ0242                         *CURRENT SURVEY CONTROL
 CJ0242  ___________________________________________________________________
 CJ0242* NAD 83(1986)-  32 54 54.     (N)    079 44 47.     (W)     SCALED    
 CJ0242* NAVD 88     -         1.746  (meters)       5.73   (feet)  ADJUSTED  
 CJ0242  ___________________________________________________________________
 CJ0242  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 CJ0242  DYNAMIC HT  -           1.744 (meters)       5.72  (feet)  COMP
 CJ0242  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 CJ0242
 CJ0242  VERT ORDER  -  FIRST     CLASS II
 CJ0242
 CJ0242.The horizontal coordinates were scaled from a topographic map and have
 CJ0242.an estimated accuracy of +/- 6 seconds.
 CJ0242
 CJ0242.The orthometric height was determined by differential leveling
 CJ0242.and adjusted by the National Geodetic Survey in June 1991..
 CJ0242
 CJ0242.This Tidal Bench Mark is designated as VM 4077
 CJ0242.by the Center for Operational Oceanographic Products and Services.
 CJ0242
 CJ0242.The geoid height was determined by GEOID03.
 CJ0242
 CJ0242.The dynamic height is computed by dividing the NAVD 88
 CJ0242.geopotential number by the normal gravity value computed on the
 CJ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0242.degrees latitude (g = 980.6199 gals.).
 CJ0242
 CJ0242.The modeled gravity was interpolated from observed gravity values.
 CJ0242
 CJ0242;                    North         East    Units  Estimated Accuracy
 CJ0242;SPC SC       -   120,670.      726,850.      MT  (+/- 180 meters Scaled)
 CJ0242
 CJ0242                          SUPERSEDED SURVEY CONTROL
 CJ0242
 CJ0242  NGVD 29 (03/21/89)    2.041  (m)            6.70   (f) ADJUSTED    1 2
 CJ0242
 CJ0242.Superseded values are not recommended for survey control.
 CJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0242.See file dsdata.txt to determine how the superseded data were derived.
 CJ0242
 CJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS172425(NAD 83)
 CJ0242_MARKER: DJ = TIDAL STATION DISK
 CJ0242_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0242_SP_SET: COPPER-CLAD STEEL ROD
 CJ0242_STAMPING: 4611 E 1977
 CJ0242_MARK LOGO: NOS   
 CJ0242_PROJECTION: FLUSH
 CJ0242_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0242+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0242_ROD/PIPE-DEPTH: 6.10 meters
 CJ0242
 CJ0242  HISTORY     - Date     Condition        Report By
 CJ0242  HISTORY     - 1977     MONUMENTED       NOS
 CJ0242  HISTORY     - 1979     GOOD             NGS
 CJ0242  HISTORY     - 19910603 MARK NOT FOUND   USPSQD
 CJ0242  HISTORY     - 19920817 GOOD             NGS
 CJ0242
 CJ0242                          STATION DESCRIPTION
 CJ0242
 CJ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0242'13.0 MI SW FROM AWENDAW.
 CJ0242'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0242'8.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THE POST OFFICE
 CJ0242'IN AWENDAW, THENCE 1.6 MILES NORTHWEST AND WEST ALONG COUNTY ROAD
 CJ0242'S-10-98, THENCE 1.0 MILE SOUTH-SOUTHWEST ALONG COUNTY ROAD S-10-1526,
 CJ0242'THENCE 2.0 MILES SOUTHWEST ALONG A DIRT ROAD LEADING TO THE
 CJ0242'RESIDENCE OF MR. NORMAN MOORE, 45 FEET EAST OF THE CENTER OF A
 CJ0242'DRIVEWAY TO THE RESIDENCE OF MR. MARION RICHARDSON, 29.5 FEET
 CJ0242'SOUTH OF THE CENTER OF THE ROAD, 22 FEET NORTH-NORTHWEST OF A
 CJ0242'30 INCH PINE TREE, AND 5.7 FEET SOUTH-SOUTHWEST OF A POWER POLE
 CJ0242'WITH A TRANSFORMER.
 CJ0242
 CJ0242                          STATION RECOVERY (1991)
 CJ0242
 CJ0242'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0242'MARK NOT FOUND.
 CJ0242
 CJ0242                          STATION RECOVERY (1992)
 CJ0242
 CJ0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0242'14.6 KM (9.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0242'OFFICE IN AWENDAW, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG STATE
 CJ0242'HIGHWAY S1098 (CUERRINS BRIDGE ROAD), THENCE 1.7 KM (1.05 MI)
 CJ0242'SOUTHERLY ALONG STATE HIGHWAY S10 1526 (WOODVILLE ROAD), THENCE 3.3
 CJ0242'KM (2.05 MI) SOUTHWESTERLY ALONG PARADISE ISL AND EDEN ROADS, 13.3 M
 CJ0242'(43.6 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO A HOUSE
 CJ0242'AT 1370 EDEN ROAD, 7.8 M (25.6 FT) SOUTH OF THE ROAD CENTER, 1.5 M
 CJ0242'(4.9 FT) SOUTHWEST OF A UTILITY POLE WITH A GUY CABLE AND
 CJ0242'TRANSFORMER, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 CJ0242'NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.06 M
 CJ0242'(0.20 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0217 ***********************************************************************
 CJ0217  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0217  DESIGNATION -  866 4662 TIDAL 4
 CJ0217  PID         -  CJ0217
 CJ0217  STATE/COUNTY-  SC/CHARLESTON
 CJ0217  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0217
 CJ0217                         *CURRENT SURVEY CONTROL
 CJ0217  ___________________________________________________________________
 CJ0217* NAD 83(1986)-  32 54 24.     (N)    079 57 16.     (W)     SCALED    
 CJ0217* NAVD 88     -         2.537  (meters)       8.32   (feet)  ADJUSTED  
 CJ0217  ___________________________________________________________________
 CJ0217  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CJ0217  DYNAMIC HT  -           2.534 (meters)       8.31  (feet)  COMP
 CJ0217  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 CJ0217
 CJ0217  VERT ORDER  -  FIRST     CLASS II
 CJ0217
 CJ0217.The horizontal coordinates were scaled from a topographic map and have
 CJ0217.an estimated accuracy of +/- 6 seconds.
 CJ0217
 CJ0217.The orthometric height was determined by differential leveling
 CJ0217.and adjusted by the National Geodetic Survey in June 1991..
 CJ0217
 CJ0217.This Tidal Bench Mark is designated as VM 4080
 CJ0217.by the Center for Operational Oceanographic Products and Services.
 CJ0217
 CJ0217.The geoid height was determined by GEOID03.
 CJ0217
 CJ0217.The dynamic height is computed by dividing the NAVD 88
 CJ0217.geopotential number by the normal gravity value computed on the
 CJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0217.degrees latitude (g = 980.6199 gals.).
 CJ0217
 CJ0217.The modeled gravity was interpolated from observed gravity values.
 CJ0217
 CJ0217;                    North         East    Units  Estimated Accuracy
 CJ0217;SPC SC       -   119,530.      707,400.      MT  (+/- 180 meters Scaled)
 CJ0217
 CJ0217                          SUPERSEDED SURVEY CONTROL
 CJ0217
 CJ0217  NGVD 29 (??/??/92)    2.856  (m)            9.37   (f) ADJ UNCH    1 2
 CJ0217
 CJ0217.Superseded values are not recommended for survey control.
 CJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0217.See file dsdata.txt to determine how the superseded data were derived.
 CJ0217
 CJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS977414(NAD 83)
 CJ0217_MARKER: DB = BENCH MARK DISK
 CJ0217_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CJ0217_SP_SET: DOCK
 CJ0217_STAMPING: NO. 4 1942
 CJ0217_MARK LOGO: CGS   
 CJ0217_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0217+STABILITY: POSITION/ELEVATION WELL
 CJ0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0217+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 CJ0217
 CJ0217  HISTORY     - Date     Condition        Report By
 CJ0217  HISTORY     - 1942     MONUMENTED       CGS
 CJ0217  HISTORY     - 1952     GOOD             NGS
 CJ0217  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 CJ0217  HISTORY     - 19920817 GOOD             NGS
 CJ0217  HISTORY     - 20020429 GOOD             SCGS
 CJ0217
 CJ0217                          STATION DESCRIPTION
 CJ0217
 CJ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0217'2.9 MI N FROM NORTH CHARLESTON.
 CJ0217'0.25 MILE EAST ALONG MONTAGUE STREET FROM THE HIGH SCHOOL AT
 CJ0217'NORTH CHARLESTON, THENCE ABOUT 1.45 MILES NORTH ALONG COSGROVE
 CJ0217'STREET, THENCE ABOUT 1.2 MILES EAST AND NORTHEAST ALONG ROADS TO
 CJ0217'ARMY ORDANCE DOCK, AT THE SOUTHWEST END OF DOCK, SET IN THE TOP
 CJ0217'OF THE SOUTH CORNER OF CONCRETE FLOOR OF DOCK, 3 FEET NORTHWEST
 CJ0217'OF SOUTHEAST EDGE AND 3 FEET NORTHEAST OF SOUTHWEST EDGE.
 CJ0217
 CJ0217                          STATION RECOVERY (1991)
 CJ0217
 CJ0217'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0217'MARK NOT FOUND.
 CJ0217
 CJ0217                          STATION RECOVERY (1992)
 CJ0217
 CJ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0217'2.0 KM (1.25 MI) EASTERLY ALONG MONTAGUE AVENUE FROM THE JUNCTION OF
 CJ0217'U.S. HIGHWAYS 52 AND 78 (RIVERS AVENUE) IN NORTH CHARLESTON, THENCE
 CJ0217'2.6 KM (1.60 MI) NORTHERLY ALONG NORTH RHETT AVENUE, THENCE 1.0 KM
 CJ0217'(0.60 MI) EASTERLY ALONG REMOUNT ROAD, THENCE 0.1 KM (0.05 MI)
 CJ0217'NORTHERLY ALONG WOODS AVENUE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG
 CJ0217'9TH AVENUE, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG AVENUE A, THENCE
 CJ0217'0.3 KM (0.20 MI) SOUTHERLY ALONG PERIMETER ROAD, THENCE 1.1 KM (0.70
 CJ0217'MI) EASTERLY ALONG DOCK ROAD, AT BUILDING NUMBER 3852 (OPERATIONS
 CJ0217'BUILDING), IN THE SOUTHEAST CORNER OF A CONCRETE DOCK, 108.0 M (354.3
 CJ0217'FT) SOUTHWEST OF THE EXTENDED ROAD CENTER, 30.5 M (100.1 FT) SOUTH OF
 CJ0217'BUILDING NUMBER 3852, 1.2 M (3.9 FT) NORTHWEST OF THE SOUTHEAST
 CJ0217'CORNER OF THE DOCK, 0.9 M (3.0 FT) NORTH-NORTHEAST OF THE SOUTH EDGE
 CJ0217'OF THE DOCK, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.5 M
 CJ0217'(1.6 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A CHAIN-LINK
 CJ0217'FENCE.
 CJ0217
 CJ0217                          STATION RECOVERY (2002)
 CJ0217
 CJ0217'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CJ0217'STATION IS LOCATED 3.75 MILES NORTH NORTHEAST OF NORTH CHARLESTON, 9.2
 CJ0217'MILES NORTH OF
 CJ0217'CHARLESTON. OWNERSHIP--NAVAL WEAPONS STATION, 2316 RED BANK ROAD, STE
 CJ0217'100,  BUILDING 5,
 CJ0217'GOOSE CREEK, SC 29445-8601.
 CJ0217'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 526
 CJ0217'(MARK CLARK
 CJ0217'EXPRESSWAY) AND RHETT ROAD (EXIT 19B), 2.85 MILES NORTH NORTHWEST OF
 CJ0217'NORTH
 CJ0217'CHARLESTON, GO NORTH ON RHETT ROAD FOR 0.55 MILE TO THE JUNCTION OF
 CJ0217'REMOUNT ROAD,
 CJ0217'TURN RIGHT ON REMOUNT ROAD FOR 0.35 MILE TO AN ENTRANCE ROAD LEFT TO
 CJ0217'THE NAVY
 CJ0217'WEAPONS STATION, TURN LEFT ON THE ENTRANCE ROAD FOR 0.05 MILE TO A
 CJ0217'GUARD GATE, AFTER
 CJ0217'GAINING PERMISSION, CONTINUE AHEAD ON TANK ROAD FOR 0.05 MILE TO THE
 CJ0217'JUNCTION OF SEE
 CJ0217'GATOR ROAD, TURN RIGHT ON SEE GATOR ROAD FOR 0.1 MILE TO THE JUNCTION
 CJ0217'OF 3RD STREET,
 CJ0217'TURN RIGHT ON THIRD STREET FOR 0.1 MILE TO THE JUNCTION OF SEE GATOR
 CJ0217'ROAD, TURN RIGHT
 CJ0217'ON SEE GATOR ROAD FOR 0.9 MILE TO THE JUNCTION OF BASIN ROAD, TURN
 CJ0217'RIGHT ON BASIN ROAD
 CJ0217'FOR 0.6 MILE TO THE JUNCTION OF BASIN CIRCLE LEFT AND DOCK ROAD AHEAD,
 CJ0217'CONTINUE ON
 CJ0217'DOCK ROAD FOR 0.25 MILE TO BUILDING NUMBER 3852 (OPERATIONS CENTER)
 CJ0217'AND THE STATION
 CJ0217'BEHIND THE BUILDING SET IN THE SOUTH CORNER OF A CONCRETE DOCK NEAR A
 CJ0217'CHAIN LINK FENCE
 CJ0217'ENCLOSURE.
 CJ0217'STATION IS A DISK SET INTO A DRILL HOLE IN THE DOCK, 1.0 FOOT
 CJ0217'SOUTHEAST OF THE CHAIN LINK
 CJ0217'FENCE, 1.2 FEET EAST OF THE SOUTH FENCE CORNER POST, 2.8 FEET
 CJ0217'NORTHEAST OF THE
 CJ0217'SOUTHWEST EDGE OF THE DOCK, 3.0 FEET NORTHWEST OF THE SOUTHEAST EDGE
 CJ0217'OF THE DOCK,
 CJ0217'2.0 FEET SOUTH OF THE WEST CORNER OF A RAISED CONCRETE BASE OF A LARGE
 CJ0217'METAL BOAT
 CJ0217'TIE-DOWN.
 CJ0217'NOTE-STATION CONSIDERED MARGINAL FOR GPS OBSERVATIONS.
 CJ0217'RECOVERED BY T. HALL.
 CJ0217' 
 CJ0217' 
 CJ0217' 
 CJ0217' 
 CJ0217' 
 CJ0217' 
 CJ0217' 
 CJ0217' 
 CJ0217'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0521 ***********************************************************************
 CJ0521  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0521  DESIGNATION -  866 4701 A TIDAL
 CJ0521  PID         -  CJ0521
 CJ0521  STATE/COUNTY-  SC/BERKELEY
 CJ0521  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0521
 CJ0521                         *CURRENT SURVEY CONTROL
 CJ0521  ___________________________________________________________________
 CJ0521* NAD 83(1986)-  32 53 47.     (N)    079 54 41.     (W)     SCALED    
 CJ0521* NAVD 88     -         2.056  (meters)       6.75   (feet)  ADJUSTED  
 CJ0521  ___________________________________________________________________
 CJ0521  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CJ0521  DYNAMIC HT  -           2.053 (meters)       6.74  (feet)  COMP
 CJ0521  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 CJ0521
 CJ0521  VERT ORDER  -  FIRST     CLASS II
 CJ0521
 CJ0521.The horizontal coordinates were scaled from a topographic map and have
 CJ0521.an estimated accuracy of +/- 6 seconds.
 CJ0521
 CJ0521.The orthometric height was determined by differential leveling
 CJ0521.and adjusted by the National Geodetic Survey in June 1991..
 CJ0521
 CJ0521.This Tidal Bench Mark is designated as VM 4090
 CJ0521.by the Center for Operational Oceanographic Products and Services.
 CJ0521
 CJ0521.The geoid height was determined by GEOID03.
 CJ0521
 CJ0521.The dynamic height is computed by dividing the NAVD 88
 CJ0521.geopotential number by the normal gravity value computed on the
 CJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0521.degrees latitude (g = 980.6199 gals.).
 CJ0521
 CJ0521.The modeled gravity was interpolated from observed gravity values.
 CJ0521
 CJ0521;                    North         East    Units  Estimated Accuracy
 CJ0521;SPC SC       -   118,430.      711,440.      MT  (+/- 180 meters Scaled)
 CJ0521
 CJ0521                          SUPERSEDED SURVEY CONTROL
 CJ0521
 CJ0521  NGVD 29 (03/21/89)    2.356  (m)            7.73   (f) ADJUSTED    1 2
 CJ0521
 CJ0521.Superseded values are not recommended for survey control.
 CJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0521.See file dsdata.txt to determine how the superseded data were derived.
 CJ0521
 CJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS018403(NAD 83)
 CJ0521_MARKER: DJ = TIDAL STATION DISK
 CJ0521_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CJ0521_SP_SET: GALVANIZED STEEL ROD
 CJ0521_STAMPING: 4701 A 1977
 CJ0521_MARK LOGO: NOS   
 CJ0521_PROJECTION: FLUSH
 CJ0521_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0521+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0521
 CJ0521  HISTORY     - Date     Condition        Report By
 CJ0521  HISTORY     - 1977     MONUMENTED       NOS
 CJ0521  HISTORY     - 1984     GOOD             SCGS
 CJ0521  HISTORY     - 19920817 GOOD             NGS
 CJ0521
 CJ0521                          STATION DESCRIPTION
 CJ0521
 CJ0521'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0521'8.6 KM (5.35 MI) SW FROM CAINHOY.
 CJ0521'9.2 KILOMETERS (5.7 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0521'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 0.8
 CJ0521'KILOMETER (0.5 MILE) SOUTHEAST ALONG THE ENTRANCE ROAD TO THE
 CJ0521'REBELLION FARMS, SET NEAR THE BOAT HOUSE, 11.52 METERS (37.8 FEET)
 CJ0521'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOAT HOUSE, 42.46 METERS
 CJ0521'(139.3 FEET) EAST-SOUTHEAST OF 866 4701 F TIDAL, 13.72 METERS (45.0
 CJ0521'FEET) EAST-NORTHEAST OF A LONE 48-INCH PINE TREE, 1.34 METERS (4.4
 CJ0521'FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE APRON THAT
 CJ0521'IS IN FRONT OF THE BOAT HOUSE, AND SET ON THE TOP OF A GALVANIZED
 CJ0521'STEEL ROD FLUSH WITH THE GROUND.
 CJ0521
 CJ0521                          STATION RECOVERY (1992)
 CJ0521
 CJ0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0521'9.1 KM (5.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY S833 (CAINHOY
 CJ0521'ROAD) FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD)
 CJ0521'IN CAINHOY, THENCE 0.8 KM (0.50 MI) SOUTHEASTERLY ALONG THE REBELLION
 CJ0521'FARMS ENTRANCE ROAD, 42.5 M (139.4 FT) EAST-SOUTHEAST OF BENCH MARK
 CJ0521'866 4701 F TIDAL, 13.8 M (45.3 FT) EAST-NORTHEAST OF A 24-INCH PINE
 CJ0521'TREE, 11.5 M (37.7 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CJ0521'BOAT HOUSE, 3.9 M (12.8 FT) SOUTH OF THE EXTENDED ROAD CENTER, 1.3 M
 CJ0521'(4.3 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD,
 CJ0521'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--THE DISK IS
 CJ0521'ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.03 M (0.10 FT) BELOW
 CJ0521'THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0519 ***********************************************************************
 CJ0519  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0519  DESIGNATION -  866 4701 C TIDAL
 CJ0519  PID         -  CJ0519
 CJ0519  STATE/COUNTY-  SC/BERKELEY
 CJ0519  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0519
 CJ0519                         *CURRENT SURVEY CONTROL
 CJ0519  ___________________________________________________________________
 CJ0519* NAD 83(1986)-  32 53 47.     (N)    079 54 41.     (W)     SCALED    
 CJ0519* NAVD 88     -         2.629  (meters)       8.63   (feet)  ADJUSTED  
 CJ0519  ___________________________________________________________________
 CJ0519  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CJ0519  DYNAMIC HT  -           2.626 (meters)       8.62  (feet)  COMP
 CJ0519  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 CJ0519
 CJ0519  VERT ORDER  -  FIRST     CLASS II
 CJ0519
 CJ0519.The horizontal coordinates were scaled from a topographic map and have
 CJ0519.an estimated accuracy of +/- 6 seconds.
 CJ0519
 CJ0519.The orthometric height was determined by differential leveling
 CJ0519.and adjusted by the National Geodetic Survey in June 1991..
 CJ0519
 CJ0519.This Tidal Bench Mark is designated as VM 4091
 CJ0519.by the Center for Operational Oceanographic Products and Services.
 CJ0519
 CJ0519.The geoid height was determined by GEOID03.
 CJ0519
 CJ0519.The dynamic height is computed by dividing the NAVD 88
 CJ0519.geopotential number by the normal gravity value computed on the
 CJ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0519.degrees latitude (g = 980.6199 gals.).
 CJ0519
 CJ0519.The modeled gravity was interpolated from observed gravity values.
 CJ0519
 CJ0519;                    North         East    Units  Estimated Accuracy
 CJ0519;SPC SC       -   118,430.      711,440.      MT  (+/- 180 meters Scaled)
 CJ0519
 CJ0519                          SUPERSEDED SURVEY CONTROL
 CJ0519
 CJ0519  NGVD 29 (03/21/89)    2.929  (m)            9.61   (f) ADJUSTED    1 2
 CJ0519
 CJ0519.Superseded values are not recommended for survey control.
 CJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0519.See file dsdata.txt to determine how the superseded data were derived.
 CJ0519
 CJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS018403(NAD 83)
 CJ0519_MARKER: DJ = TIDAL STATION DISK
 CJ0519_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CJ0519_SP_SET: GALVANIZED STEEL ROD
 CJ0519_STAMPING: 4701 C 1977
 CJ0519_MARK LOGO: NOS   
 CJ0519_PROJECTION: FLUSH
 CJ0519_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0519+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0519
 CJ0519  HISTORY     - Date     Condition        Report By
 CJ0519  HISTORY     - 1977     MONUMENTED       NOS
 CJ0519  HISTORY     - 1984     GOOD             SCGS
 CJ0519  HISTORY     - 19920817 GOOD             NGS
 CJ0519
 CJ0519                          STATION DESCRIPTION
 CJ0519
 CJ0519'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0519'8.6 KM (5.35 MI) SW FROM CAINHOY.
 CJ0519'9.2 KILOMETERS (5.7 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0519'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 0.8
 CJ0519'KILOMETER (0.5 MILE) SOUTHEAST ALONG THE ENTRANCE ROAD TO THE
 CJ0519'REBELLION FARMS, SET NEAR THE SOUTH CORNER OF A CINDER BLOCK BUILDING
 CJ0519'(STABLES), 1.1 METERS (3.6 FEET) SOUTHWEST OF THE SOUTH CORNER OF THE
 CJ0519'STABLES, 17.53 METERS (57.5 FEET) NORTHEAST OF THE APPROXIMATE CENTER
 CJ0519'OF THE ENTRANCE ROAD, 19.08 METERS (62.6 FEET) EAST OF A LONE 36-INCH
 CJ0519'OAK TREE, 19.66 METERS (64.5 FEET) EAST-SOUTHEAST OF THE WEST CORNER
 CJ0519'OF THE STABLES, AND SET ON THE TOP OF A STAINLESS STEEL ROD FLUSH
 CJ0519'WITH THE GROUND.
 CJ0519
 CJ0519                          STATION RECOVERY (1992)
 CJ0519
 CJ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0519'9.1 KM (5.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY S833 (CAINHOY
 CJ0519'ROAD) FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD)
 CJ0519'IN CAINHOY, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG THE REBELLION
 CJ0519'FARMS ENTRANCE ROAD, 17.5 M (57.4 FT) NORTHEAST OF AND LEVEL WITH THE
 CJ0519'ROAD CENTER, 6.2 M (20.3 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY
 CJ0519'LEADING TO A STABLE, 1.1 M (3.6 FT) SOUTHWEST OF THE SOUTH CORNER OF
 CJ0519'A BLOCK STABLE, AND 1.0 M (3.3 FT) SOUTHWEST OF THE SOUTHWEST FACE OF
 CJ0519'THE STABLE.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 CJ0519'RECESSED 0.04 M (0.13 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 CJ0519'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0517 ***********************************************************************
 CJ0517  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0517  DESIGNATION -  866 4701 E TIDAL
 CJ0517  PID         -  CJ0517
 CJ0517  STATE/COUNTY-  SC/BERKELEY
 CJ0517  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0517
 CJ0517                         *CURRENT SURVEY CONTROL
 CJ0517  ___________________________________________________________________
 CJ0517* NAD 83(1986)-  32 53 49.     (N)    079 54 44.     (W)     SCALED    
 CJ0517* NAVD 88     -         2.620  (meters)       8.60   (feet)  ADJUSTED  
 CJ0517  ___________________________________________________________________
 CJ0517  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CJ0517  DYNAMIC HT  -           2.617 (meters)       8.59  (feet)  COMP
 CJ0517  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CJ0517
 CJ0517  VERT ORDER  -  FIRST     CLASS II
 CJ0517
 CJ0517.The horizontal coordinates were scaled from a topographic map and have
 CJ0517.an estimated accuracy of +/- 6 seconds.
 CJ0517
 CJ0517.The orthometric height was determined by differential leveling
 CJ0517.and adjusted by the National Geodetic Survey in June 1991..
 CJ0517
 CJ0517.This Tidal Bench Mark is designated as VM 4092
 CJ0517.by the Center for Operational Oceanographic Products and Services.
 CJ0517
 CJ0517.The geoid height was determined by GEOID03.
 CJ0517
 CJ0517.The dynamic height is computed by dividing the NAVD 88
 CJ0517.geopotential number by the normal gravity value computed on the
 CJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0517.degrees latitude (g = 980.6199 gals.).
 CJ0517
 CJ0517.The modeled gravity was interpolated from observed gravity values.
 CJ0517
 CJ0517;                    North         East    Units  Estimated Accuracy
 CJ0517;SPC SC       -   118,490.      711,360.      MT  (+/- 180 meters Scaled)
 CJ0517
 CJ0517                          SUPERSEDED SURVEY CONTROL
 CJ0517
 CJ0517  NGVD 29 (03/21/89)    2.920  (m)            9.58   (f) ADJUSTED    1 2
 CJ0517
 CJ0517.Superseded values are not recommended for survey control.
 CJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0517.See file dsdata.txt to determine how the superseded data were derived.
 CJ0517
 CJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS017403(NAD 83)
 CJ0517_MARKER: DJ = TIDAL STATION DISK
 CJ0517_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CJ0517_SP_SET: GALVANIZED STEEL ROD
 CJ0517_STAMPING: 4701 E 1977
 CJ0517_MARK LOGO: NOS   
 CJ0517_PROJECTION: FLUSH
 CJ0517_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0517+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0517
 CJ0517  HISTORY     - Date     Condition        Report By
 CJ0517  HISTORY     - 1977     MONUMENTED       NOS
 CJ0517  HISTORY     - 1984     GOOD             SCGS
 CJ0517  HISTORY     - 19920817 GOOD             NGS
 CJ0517
 CJ0517                          STATION DESCRIPTION
 CJ0517
 CJ0517'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0517'8.6 KM (5.35 MI) SW FROM CAINHOY.
 CJ0517'9.2 KILOMETERS (5.7 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0517'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 0.7
 CJ0517'KILOMETER (0.45 MILE) SOUTHWEST ALONG THE ENTRANCE ROAD TO THE
 CJ0517'REBELLION FARMS, SET NEAR A POWER POLE JUST BEFORE REACHING THE
 CJ0517'STABLES, 1.74 METERS (5.7 FEET) SOUTH-SOUTHEAST OF POWER POLE NUMBER
 CJ0517'41737, 5.27 METERS (17.3 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF
 CJ0517'THE ENTRANCE ROAD, 5.18 METERS (17.0 FEET) WEST-SOUTHWEST OF A 24-INCH
 CJ0517'PINE TREE, 46.45 METERS (152.4 FEET) WEST OF THE WEST CORNER OF THE
 CJ0517'STABLES, 51.21 METERS (168.0 FEET) WEST OF 866 4701 G TIDAL, AND SET
 CJ0517'ON THE TOP OF A GALVANIZED STEEL ROD FLUSH WITH THE GROUND.
 CJ0517
 CJ0517                          STATION RECOVERY (1992)
 CJ0517
 CJ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0517'9.1 KM (5.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY S833 (CAINHOY
 CJ0517'ROAD) FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD)
 CJ0517'IN CAINHOY, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG THE REBELLION
 CJ0517'FARMS ENTRANCE ROAD, 46.5 M (152.6 FT) NORTHWEST OF THE NORTHWEST
 CJ0517'CORNER OF A BLOCK STABLE, 7.6 M (24.9 FT) SOUTH OF A FENCE, 5.5 M
 CJ0517'(18.0 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTER, AND 2.1 M (6.9
 CJ0517'FT) SOUTHEAST OF UTILITY POLE NUMBER 41737.  NOTE--THE DISK IS
 CJ0517'ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW
 CJ0517'THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0520 ***********************************************************************
 CJ0520  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0520  DESIGNATION -  866 4701 F TIDAL
 CJ0520  PID         -  CJ0520
 CJ0520  STATE/COUNTY-  SC/BERKELEY
 CJ0520  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0520
 CJ0520                         *CURRENT SURVEY CONTROL
 CJ0520  ___________________________________________________________________
 CJ0520* NAD 83(1986)-  32 53 47.     (N)    079 54 41.     (W)     SCALED    
 CJ0520* NAVD 88     -         1.831  (meters)       6.01   (feet)  ADJUSTED  
 CJ0520  ___________________________________________________________________
 CJ0520  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CJ0520  DYNAMIC HT  -           1.829 (meters)       6.00  (feet)  COMP
 CJ0520  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 CJ0520
 CJ0520  VERT ORDER  -  FIRST     CLASS II
 CJ0520
 CJ0520.The horizontal coordinates were scaled from a topographic map and have
 CJ0520.an estimated accuracy of +/- 6 seconds.
 CJ0520
 CJ0520.The orthometric height was determined by differential leveling
 CJ0520.and adjusted by the National Geodetic Survey in June 1991..
 CJ0520
 CJ0520.This Tidal Bench Mark is designated as VM 4093
 CJ0520.by the Center for Operational Oceanographic Products and Services.
 CJ0520
 CJ0520.The geoid height was determined by GEOID03.
 CJ0520
 CJ0520.The dynamic height is computed by dividing the NAVD 88
 CJ0520.geopotential number by the normal gravity value computed on the
 CJ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0520.degrees latitude (g = 980.6199 gals.).
 CJ0520
 CJ0520.The modeled gravity was interpolated from observed gravity values.
 CJ0520
 CJ0520;                    North         East    Units  Estimated Accuracy
 CJ0520;SPC SC       -   118,430.      711,440.      MT  (+/- 180 meters Scaled)
 CJ0520
 CJ0520                          SUPERSEDED SURVEY CONTROL
 CJ0520
 CJ0520  NGVD 29 (03/21/89)    2.131  (m)            6.99   (f) ADJUSTED    1 2
 CJ0520
 CJ0520.Superseded values are not recommended for survey control.
 CJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0520.See file dsdata.txt to determine how the superseded data were derived.
 CJ0520
 CJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS018403(NAD 83)
 CJ0520_MARKER: DJ = TIDAL STATION DISK
 CJ0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0520_SP_SET: STAINLESS STEEL ROD
 CJ0520_STAMPING: 4701 F 1982
 CJ0520_MARK LOGO: NOS   
 CJ0520_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0520_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0520+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0520_ROD/PIPE-DEPTH: 12.2 meters
 CJ0520
 CJ0520  HISTORY     - Date     Condition        Report By
 CJ0520  HISTORY     - 1982     MONUMENTED       NOS
 CJ0520  HISTORY     - 1984     GOOD             SCGS
 CJ0520  HISTORY     - 19920817 GOOD             NGS
 CJ0520
 CJ0520                          STATION DESCRIPTION
 CJ0520
 CJ0520'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0520'8.6 KM (5.35 MI) SW FROM CAINHOY.
 CJ0520'9.2 KILOMETERS (5.7 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0520'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 0.8
 CJ0520'KILOMETER (0.5 MILE) SOUTHEAST ALONG THE ENTRANCE ROAD TO THE
 CJ0520'REBELLION FARMS, SET NEAR A WATER TANK ON THE NORTH SIDE OF A SMALL
 CJ0520'CINDER BLOCK HOUSE, 30.18 METERS (99.0 FEET) WEST OF A LONE 48-INCH
 CJ0520'PINE TREE, 23.04 METERS (75.6 FEET) EAST-NORTHEAST OF A LONE 100-INCH
 CJ0520'OAK TREE IN THE CENTER OF A CIRCLE DRIVE, 72.33 METERS (237.3 FEET)
 CJ0520'SOUTHEAST OF 866 4701 C TIDAL, 6.95 METERS (22.8 FEET) NORTH OF THE
 CJ0520'NORTHEAST CORNER OF THE CINDER BLOCK HOUSE, 1.01 METERS (3.3 FEET)
 CJ0520'NORTH-NORTHEAST OF THE NORTH FACE OF THE WATER TANK.
 CJ0520
 CJ0520                          STATION RECOVERY (1992)
 CJ0520
 CJ0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0520'9.1 KM (5.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY S833 (CAINHOY
 CJ0520'ROAD) FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD)
 CJ0520'IN CAINHOY, THENCE 0.8 KM (0.50 MI) SOUTHEASTERLY ALONG THE REBELLION
 CJ0520'FARMS ENTRANCE ROAD, 42.5 M (139.4 FT) WEST-NORTHWEST OF BENCH MARK
 CJ0520'866 4701 A TIDAL, 23.0 M (75.5 FT) EAST-NORTHEAST OF AN 8-FOOT OAK
 CJ0520'TREE, 14.8 M (48.6 FT) SOUTH OF THE SOUTH EDGE OF A ROUND CONCRETE
 CJ0520'PAD, 6.9 M (22.6 FT) NORTH OF THE NORTHEAST CORNER OF A BLOCK HOUSE,
 CJ0520'6.0 M (19.7 FT) SOUTHWEST OF THE EXTENDED ROAD CENTER, 1.1 M (3.6 FT)
 CJ0520'NORTH-NORTHEAST OF THE NORTH FACE OF A SMALL METAL TANK, AND 0.3 M
 CJ0520'(1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A
 CJ0520'5-INCH PVC PIPE AND IS RECESSED 0.04 M (0.13 FT) BELOW THE GROUND
 CJ0520'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0518 ***********************************************************************
 CJ0518  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0518  DESIGNATION -  866 4701 G TIDAL
 CJ0518  PID         -  CJ0518
 CJ0518  STATE/COUNTY-  SC/BERKELEY
 CJ0518  USGS QUAD   -  NORTH CHARLESTON (1979)
 CJ0518
 CJ0518                         *CURRENT SURVEY CONTROL
 CJ0518  ___________________________________________________________________
 CJ0518* NAD 83(1986)-  32 53 47.     (N)    079 54 41.     (W)     SCALED    
 CJ0518* NAVD 88     -         2.714  (meters)       8.90   (feet)  ADJUSTED  
 CJ0518  ___________________________________________________________________
 CJ0518  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CJ0518  DYNAMIC HT  -           2.711 (meters)       8.89  (feet)  COMP
 CJ0518  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 CJ0518
 CJ0518  VERT ORDER  -  FIRST     CLASS II
 CJ0518
 CJ0518.The horizontal coordinates were scaled from a topographic map and have
 CJ0518.an estimated accuracy of +/- 6 seconds.
 CJ0518
 CJ0518.The orthometric height was determined by differential leveling
 CJ0518.and adjusted by the National Geodetic Survey in June 1991..
 CJ0518
 CJ0518.This Tidal Bench Mark is designated as VM 4094
 CJ0518.by the Center for Operational Oceanographic Products and Services.
 CJ0518
 CJ0518.The geoid height was determined by GEOID03.
 CJ0518
 CJ0518.The dynamic height is computed by dividing the NAVD 88
 CJ0518.geopotential number by the normal gravity value computed on the
 CJ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0518.degrees latitude (g = 980.6199 gals.).
 CJ0518
 CJ0518.The modeled gravity was interpolated from observed gravity values.
 CJ0518
 CJ0518;                    North         East    Units  Estimated Accuracy
 CJ0518;SPC SC       -   118,430.      711,440.      MT  (+/- 180 meters Scaled)
 CJ0518
 CJ0518                          SUPERSEDED SURVEY CONTROL
 CJ0518
 CJ0518  NGVD 29 (03/21/89)    3.014  (m)            9.89   (f) ADJUSTED    1 2
 CJ0518
 CJ0518.Superseded values are not recommended for survey control.
 CJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0518.See file dsdata.txt to determine how the superseded data were derived.
 CJ0518
 CJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS018403(NAD 83)
 CJ0518_MARKER: DJ = TIDAL STATION DISK
 CJ0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0518_SP_SET: STAINLESS STEEL ROD
 CJ0518_STAMPING: 4701 G 1982
 CJ0518_MARK LOGO: NOS   
 CJ0518_PROJECTION: FLUSH
 CJ0518_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0518+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0518_ROD/PIPE-DEPTH: 8.53 meters
 CJ0518
 CJ0518  HISTORY     - Date     Condition        Report By
 CJ0518  HISTORY     - 1982     MONUMENTED       NOS
 CJ0518  HISTORY     - 1984     GOOD             SCGS
 CJ0518  HISTORY     - 19920817 GOOD             NGS
 CJ0518
 CJ0518                          STATION DESCRIPTION
 CJ0518
 CJ0518'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0518'8.6 KM (5.35 MI) SW FROM CAINHOY.
 CJ0518'9.2 KILOMETERS (5.7 MILES) SOUTHWESTERLY ALONG COUNTY ROAD S-8-33 FROM
 CJ0518'THE INTERSECTION OF COUNTY ROAD S-8-98 IN CAINHOY, THENCE 0.8
 CJ0518'KILOMETER (0.5 MILE) SOUTHEAST ALONG THE ENTRANCE ROAD TO THE
 CJ0518'REBELLION FARMS, SET NEAR THE NORTH CORNER OF A CINDER BLOCK BUILDING
 CJ0518'(STABLES), 0.7 METER (2.3 FEET) WEST-SOUTHWEST OF THE NORTH CORNER OF
 CJ0518'THE STABLES, 5.88 METERS (19.3 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 CJ0518'CENTER OF THE STABLES, 78.64 METERS (258.0 FEET) SOUTH-SOUTHWEST OF
 CJ0518'THE SOUTHWEST CORNER OF A TRAILER HOUSE THAT IS PERMANENTLY PARKED,
 CJ0518'3.1 METERS (10.2 FEET) SOUTHWEST OF THE NORTH CORNER OF A 6-FOOT HIGH
 CJ0518'CHAIN LINK FENCE ON THE NORTHEAST SIDE OF THE STABLES.
 CJ0518
 CJ0518                          STATION RECOVERY (1992)
 CJ0518
 CJ0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0518'9.1 KM (5.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY S833 (CAINHOY
 CJ0518'ROAD) FROM THE JUNCTION OF STATE HIGHWAY S898 (CLEMENTS FERRY ROAD)
 CJ0518'IN CAINHOY, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG THE REBELLION
 CJ0518'FARMS ENTRANCE ROAD, 35.3 M (115.8 FT) EAST OF AND LEVEL WITH THE
 CJ0518'ROAD CENTER, 5.9 M (19.4 FT) EAST-NORTHEAST OF THE CENTER OF THE
 CJ0518'NORTH DOOR OF A STABLE, 3.1 M (10.2 FT) SOUTHWEST OF THE NORTH CORNER
 CJ0518'OF A CHAIN-LINK FENCE, AND 0.7 M (2.3 FT) WEST-NORTHWEST OF THE NORTH
 CJ0518'CORNER OF A BLOCK STABLE.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC
 CJ0518'PIPE AND IS RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0273 ***********************************************************************
 CJ0273  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0273  DESIGNATION -  866 4902 TIDAL PC 1
 CJ0273  PID         -  CJ0273
 CJ0273  STATE/COUNTY-  SC/CHARLESTON
 CJ0273  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0273
 CJ0273                         *CURRENT SURVEY CONTROL
 CJ0273  ___________________________________________________________________
 CJ0273* NAD 83(1986)-  32 52 01.     (N)    079 45 51.     (W)     SCALED    
 CJ0273* NAVD 88     -         1.378  (meters)       4.52   (feet)  ADJUSTED  
 CJ0273  ___________________________________________________________________
 CJ0273  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 CJ0273  DYNAMIC HT  -           1.377 (meters)       4.52  (feet)  COMP
 CJ0273  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 CJ0273
 CJ0273  VERT ORDER  -  FIRST     CLASS II
 CJ0273
 CJ0273.The horizontal coordinates were scaled from a topographic map and have
 CJ0273.an estimated accuracy of +/- 6 seconds.
 CJ0273
 CJ0273.The orthometric height was determined by differential leveling
 CJ0273.and adjusted by the National Geodetic Survey in June 1991..
 CJ0273
 CJ0273.This Tidal Bench Mark is designated as VM 14300
 CJ0273.by the Center for Operational Oceanographic Products and Services.
 CJ0273
 CJ0273.This Tidal Bench Mark is designated as VM 14305
 CJ0273.by the Center for Operational Oceanographic Products and Services.
 CJ0273
 CJ0273.The geoid height was determined by GEOID03.
 CJ0273
 CJ0273.The dynamic height is computed by dividing the NAVD 88
 CJ0273.geopotential number by the normal gravity value computed on the
 CJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0273.degrees latitude (g = 980.6199 gals.).
 CJ0273
 CJ0273.The modeled gravity was interpolated from observed gravity values.
 CJ0273
 CJ0273;                    North         East    Units  Estimated Accuracy
 CJ0273;SPC SC       -   115,320.      725,250.      MT  (+/- 180 meters Scaled)
 CJ0273
 CJ0273                          SUPERSEDED SURVEY CONTROL
 CJ0273
 CJ0273  NGVD 29 (03/21/89)    1.673  (m)            5.49   (f) ADJUSTED    1 2
 CJ0273
 CJ0273.Superseded values are not recommended for survey control.
 CJ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0273.See file dsdata.txt to determine how the superseded data were derived.
 CJ0273
 CJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS156372(NAD 83)
 CJ0273_MARKER: DJ = TIDAL STATION DISK
 CJ0273_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0273_SP_SET: COPPER-CLAD STEEL ROD
 CJ0273_STAMPING: PC NO 1 1975
 CJ0273_PROJECTION: FLUSH
 CJ0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0273_ROD/PIPE-DEPTH: 6.10 meters
 CJ0273
 CJ0273  HISTORY     - Date     Condition        Report By
 CJ0273  HISTORY     - 1975     MONUMENTED       NOS
 CJ0273  HISTORY     - 1979     GOOD             NGS
 CJ0273  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0273  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0273
 CJ0273                          STATION DESCRIPTION
 CJ0273
 CJ0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0273'8.7 MI NE FROM MOUNT PLEASANT.
 CJ0273'8.1 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0273'MIDDLE SCHOOL IN MOUNT PLEASANT, AND THENCE 0.6 MILE SOUTHEAST
 CJ0273'ALONG A DIRT ROAD TO PORCHERS CREEK, 270 FEET EAST OF THE CENTERLINE
 CJ0273'OF THE ROAD, 120 FEET EAST-SOUTHEAST OF 866-4901 NO 2, AND 90 FEET
 CJ0273'SOUTH-SOUTHEAST OF THE CENTER OF THE CREEK.
 CJ0273'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 CJ0273'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0273
 CJ0273                          STATION RECOVERY (1991)
 CJ0273
 CJ0273'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0273'MARK NOT FOUND.
 CJ0273
 CJ0273                          STATION RECOVERY (1992)
 CJ0273
 CJ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0273'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0272 ***********************************************************************
 CJ0272  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0272  DESIGNATION -  866 4902 TIDAL PC 2
 CJ0272  PID         -  CJ0272
 CJ0272  STATE/COUNTY-  SC/CHARLESTON
 CJ0272  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0272
 CJ0272                         *CURRENT SURVEY CONTROL
 CJ0272  ___________________________________________________________________
 CJ0272* NAD 83(1986)-  32 52 00.     (N)    079 45 52.     (W)     SCALED    
 CJ0272* NAVD 88     -         1.116  (meters)       3.66   (feet)  ADJUSTED  
 CJ0272  ___________________________________________________________________
 CJ0272  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 CJ0272  DYNAMIC HT  -           1.115 (meters)       3.66  (feet)  COMP
 CJ0272  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 CJ0272
 CJ0272  VERT ORDER  -  FIRST     CLASS II
 CJ0272
 CJ0272.The horizontal coordinates were scaled from a topographic map and have
 CJ0272.an estimated accuracy of +/- 6 seconds.
 CJ0272
 CJ0272.The orthometric height was determined by differential leveling
 CJ0272.and adjusted by the National Geodetic Survey in June 1991..
 CJ0272
 CJ0272.This Tidal Bench Mark is designated as VM 14301
 CJ0272.by the Center for Operational Oceanographic Products and Services.
 CJ0272
 CJ0272.This Tidal Bench Mark is designated as VM 14306
 CJ0272.by the Center for Operational Oceanographic Products and Services.
 CJ0272
 CJ0272.The geoid height was determined by GEOID03.
 CJ0272
 CJ0272.The dynamic height is computed by dividing the NAVD 88
 CJ0272.geopotential number by the normal gravity value computed on the
 CJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0272.degrees latitude (g = 980.6199 gals.).
 CJ0272
 CJ0272.The modeled gravity was interpolated from observed gravity values.
 CJ0272
 CJ0272;                    North         East    Units  Estimated Accuracy
 CJ0272;SPC SC       -   115,290.      725,230.      MT  (+/- 180 meters Scaled)
 CJ0272
 CJ0272                          SUPERSEDED SURVEY CONTROL
 CJ0272
 CJ0272  NGVD 29 (03/21/89)    1.411  (m)            4.63   (f) ADJUSTED    1 2
 CJ0272
 CJ0272.Superseded values are not recommended for survey control.
 CJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0272.See file dsdata.txt to determine how the superseded data were derived.
 CJ0272
 CJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS155371(NAD 83)
 CJ0272_MARKER: DB = BENCH MARK DISK
 CJ0272_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0272_SP_SET: COPPER-CLAD STEEL ROD
 CJ0272_STAMPING: PC NO 2 1975
 CJ0272_PROJECTION: FLUSH
 CJ0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0272_ROD/PIPE-DEPTH: 6.10 meters
 CJ0272
 CJ0272  HISTORY     - Date     Condition        Report By
 CJ0272  HISTORY     - 1975     MONUMENTED       NOS
 CJ0272  HISTORY     - 1979     GOOD             NGS
 CJ0272  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0272  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0272
 CJ0272                          STATION DESCRIPTION
 CJ0272
 CJ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0272'8.7 MI NE FROM MOUNT PLEASANT.
 CJ0272'8.1 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0272'MIDDLE SCHOOL IN MOUNT PLEASANT, AND THENCE 0.6 MILE SOUTHEAST ALONG
 CJ0272'A DIRT ROAD TO PORCHERS CREEK, 150 FEET EAST-SOUTHEAST OF THE
 CJ0272'CENTERLINE OF THE ROAD, 120 FEET WEST-NORTHWEST OF 866-4901 NO 1,
 CJ0272'60 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE CREEK, AND 47.8 FEET
 CJ0272'EAST OF POWER POLE NUMBER 23941.
 CJ0272'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CJ0272'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0272
 CJ0272                          STATION RECOVERY (1991)
 CJ0272
 CJ0272'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0272'MARK NOT FOUND.
 CJ0272
 CJ0272                          STATION RECOVERY (1992)
 CJ0272
 CJ0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0272'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0271 ***********************************************************************
 CJ0271  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0271  DESIGNATION -  866 4902 TIDAL PC 5
 CJ0271  PID         -  CJ0271
 CJ0271  STATE/COUNTY-  SC/CHARLESTON
 CJ0271  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0271
 CJ0271                         *CURRENT SURVEY CONTROL
 CJ0271  ___________________________________________________________________
 CJ0271* NAD 83(1986)-  32 52 03.     (N)    079 45 59.     (W)     SCALED    
 CJ0271* NAVD 88     -         1.587  (meters)       5.21   (feet)  ADJUSTED  
 CJ0271  ___________________________________________________________________
 CJ0271  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 CJ0271  DYNAMIC HT  -           1.585 (meters)       5.20  (feet)  COMP
 CJ0271  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CJ0271
 CJ0271  VERT ORDER  -  FIRST     CLASS II
 CJ0271
 CJ0271.The horizontal coordinates were scaled from a topographic map and have
 CJ0271.an estimated accuracy of +/- 6 seconds.
 CJ0271
 CJ0271.The orthometric height was determined by differential leveling
 CJ0271.and adjusted by the National Geodetic Survey in June 1991..
 CJ0271
 CJ0271.This Tidal Bench Mark is designated as VM 14304
 CJ0271.by the Center for Operational Oceanographic Products and Services.
 CJ0271
 CJ0271.This Tidal Bench Mark is designated as VM 14309
 CJ0271.by the Center for Operational Oceanographic Products and Services.
 CJ0271
 CJ0271.The geoid height was determined by GEOID03.
 CJ0271
 CJ0271.The dynamic height is computed by dividing the NAVD 88
 CJ0271.geopotential number by the normal gravity value computed on the
 CJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0271.degrees latitude (g = 980.6199 gals.).
 CJ0271
 CJ0271.The modeled gravity was interpolated from observed gravity values.
 CJ0271
 CJ0271;                    North         East    Units  Estimated Accuracy
 CJ0271;SPC SC       -   115,380.      725,040.      MT  (+/- 180 meters Scaled)
 CJ0271
 CJ0271                          SUPERSEDED SURVEY CONTROL
 CJ0271
 CJ0271  NGVD 29 (03/21/89)    1.881  (m)            6.17   (f) ADJUSTED    1 2
 CJ0271
 CJ0271.Superseded values are not recommended for survey control.
 CJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0271.See file dsdata.txt to determine how the superseded data were derived.
 CJ0271
 CJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS154372(NAD 83)
 CJ0271_MARKER: DB = BENCH MARK DISK
 CJ0271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0271_SP_SET: COPPER-CLAD STEEL ROD
 CJ0271_STAMPING: PC NO 5 1975
 CJ0271_PROJECTION: FLUSH
 CJ0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0271_ROD/PIPE-DEPTH: 6.10 meters
 CJ0271
 CJ0271  HISTORY     - Date     Condition        Report By
 CJ0271  HISTORY     - 1975     MONUMENTED       NOS
 CJ0271  HISTORY     - 1979     GOOD             NGS
 CJ0271  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0271  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0271
 CJ0271                          STATION DESCRIPTION
 CJ0271
 CJ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0271'8.6 MI NE FROM MOUNT PLEASANT.
 CJ0271'8.1 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0271'MIDDLE SCHOOL IN MOUNT PLEASANT, AND THENCE 0.5 MILE SOUTHEAST ALONG
 CJ0271'A DIRT ROAD TO PORCHERS CREEK, 44.5 FEET EAST-SOUTHEAST OF THE
 CJ0271'CENTERLINE OF THE ROAD, 34.8 FEET SOUTH-SOUTHWEST OF A 12 INCH
 CJ0271'OAK TREE, AND 22.5 FEET NORTHWEST OF AN 8 INCH PINE TREE.
 CJ0271'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 CJ0271'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0271
 CJ0271                          STATION RECOVERY (1991)
 CJ0271
 CJ0271'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0271'MARK NOT FOUND.
 CJ0271
 CJ0271                          STATION RECOVERY (1992)
 CJ0271
 CJ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0271'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0268 ***********************************************************************
 CJ0268  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0268  DESIGNATION -  866 4903 TIDAL PD 1
 CJ0268  PID         -  CJ0268
 CJ0268  STATE/COUNTY-  SC/CHARLESTON
 CJ0268  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0268
 CJ0268                         *CURRENT SURVEY CONTROL
 CJ0268  ___________________________________________________________________
 CJ0268* NAD 83(1986)-  32 51 59.     (N)    079 45 20.     (W)     SCALED    
 CJ0268* NAVD 88     -         1.053  (meters)       3.45   (feet)  ADJUSTED  
 CJ0268  ___________________________________________________________________
 CJ0268  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 CJ0268  DYNAMIC HT  -           1.052 (meters)       3.45  (feet)  COMP
 CJ0268  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 CJ0268
 CJ0268  VERT ORDER  -  FIRST     CLASS II
 CJ0268
 CJ0268.The horizontal coordinates were scaled from a topographic map and have
 CJ0268.an estimated accuracy of +/- 6 seconds.
 CJ0268
 CJ0268.The orthometric height was determined by differential leveling
 CJ0268.and adjusted by the National Geodetic Survey in June 1991..
 CJ0268
 CJ0268.This Tidal Bench Mark is designated as VM 14310
 CJ0268.by the Center for Operational Oceanographic Products and Services.
 CJ0268
 CJ0268.The geoid height was determined by GEOID03.
 CJ0268
 CJ0268.The dynamic height is computed by dividing the NAVD 88
 CJ0268.geopotential number by the normal gravity value computed on the
 CJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0268.degrees latitude (g = 980.6199 gals.).
 CJ0268
 CJ0268.The modeled gravity was interpolated from observed gravity values.
 CJ0268
 CJ0268;                    North         East    Units  Estimated Accuracy
 CJ0268;SPC SC       -   115,270.      726,060.      MT  (+/- 180 meters Scaled)
 CJ0268
 CJ0268                          SUPERSEDED SURVEY CONTROL
 CJ0268
 CJ0268  NGVD 29 (03/21/89)    1.347  (m)            4.42   (f) ADJUSTED    1 2
 CJ0268
 CJ0268.Superseded values are not recommended for survey control.
 CJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0268.See file dsdata.txt to determine how the superseded data were derived.
 CJ0268
 CJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS164371(NAD 83)
 CJ0268_MARKER: DB = BENCH MARK DISK
 CJ0268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0268_SP_SET: COPPER-CLAD STEEL ROD
 CJ0268_STAMPING: PD NO 1 1975
 CJ0268_PROJECTION: FLUSH
 CJ0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0268_ROD/PIPE-DEPTH: 6.10 meters
 CJ0268
 CJ0268  HISTORY     - Date     Condition        Report By
 CJ0268  HISTORY     - 1975     MONUMENTED       NOS
 CJ0268  HISTORY     - 1979     GOOD             NGS
 CJ0268  HISTORY     - 19910402 MARK NOT FOUND   SCGS
 CJ0268  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0268  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0268
 CJ0268                          STATION DESCRIPTION
 CJ0268
 CJ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0268'9.5 MI NE FROM MOUNT PLEASANT.
 CJ0268'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0268'8.5 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE
 CJ0268'MOULTRIE MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 0.4 MILE SOUTHEAST
 CJ0268'ALONG A DIRT ROAD, AND THENCE 0.6 MILE EAST ALONG A DIRT ROAD TO
 CJ0268'THE RESIDENCE OF MR. P.G. PORCHERS, 105 FEET NORTH OF THE NORTH
 CJ0268'CORNER OF THE DOCK, 229.2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 CJ0268'THE FRONT STEP, 69 FEET NORTHWEST OF THE CREEK BANK, 45 FEET
 CJ0268'WEST-SOUTHWEST OF A PALMETTO TREE, AND 7 FEET NORTHWEST OF A CEDAR
 CJ0268'STUMP.
 CJ0268
 CJ0268                          STATION RECOVERY (1991)
 CJ0268
 CJ0268'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0268'NOT RECOVERED, AREA CHANGED, REFERENCES GONE, POSSIBLY INTACT.
 CJ0268'RECOVERY BY T. HALL.
 CJ0268
 CJ0268                          STATION RECOVERY (1991)
 CJ0268
 CJ0268'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0268'MARK NOT FOUND.
 CJ0268
 CJ0268                          STATION RECOVERY (1992)
 CJ0268
 CJ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0268'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0267 ***********************************************************************
 CJ0267  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0267  DESIGNATION -  866 4903 TIDAL PD 2
 CJ0267  PID         -  CJ0267
 CJ0267  STATE/COUNTY-  SC/CHARLESTON
 CJ0267  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0267
 CJ0267                         *CURRENT SURVEY CONTROL
 CJ0267  ___________________________________________________________________
 CJ0267* NAD 83(1986)-  32 52 00.     (N)    079 45 19.     (W)     SCALED    
 CJ0267* NAVD 88     -         1.332  (meters)       4.37   (feet)  ADJUSTED  
 CJ0267  ___________________________________________________________________
 CJ0267  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 CJ0267  DYNAMIC HT  -           1.330 (meters)       4.36  (feet)  COMP
 CJ0267  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 CJ0267
 CJ0267  VERT ORDER  -  FIRST     CLASS II
 CJ0267
 CJ0267.The horizontal coordinates were scaled from a topographic map and have
 CJ0267.an estimated accuracy of +/- 6 seconds.
 CJ0267
 CJ0267.The orthometric height was determined by differential leveling
 CJ0267.and adjusted by the National Geodetic Survey in June 1991..
 CJ0267
 CJ0267.This Tidal Bench Mark is designated as VM 14311
 CJ0267.by the Center for Operational Oceanographic Products and Services.
 CJ0267
 CJ0267.The geoid height was determined by GEOID03.
 CJ0267
 CJ0267.The dynamic height is computed by dividing the NAVD 88
 CJ0267.geopotential number by the normal gravity value computed on the
 CJ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0267.degrees latitude (g = 980.6199 gals.).
 CJ0267
 CJ0267.The modeled gravity was interpolated from observed gravity values.
 CJ0267
 CJ0267;                    North         East    Units  Estimated Accuracy
 CJ0267;SPC SC       -   115,300.      726,080.      MT  (+/- 180 meters Scaled)
 CJ0267
 CJ0267                          SUPERSEDED SURVEY CONTROL
 CJ0267
 CJ0267  NGVD 29 (03/21/89)    1.627  (m)            5.34   (f) ADJUSTED    1 2
 CJ0267
 CJ0267.Superseded values are not recommended for survey control.
 CJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0267.See file dsdata.txt to determine how the superseded data were derived.
 CJ0267
 CJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS164371(NAD 83)
 CJ0267_MARKER: DB = BENCH MARK DISK
 CJ0267_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0267_SP_SET: COPPER-CLAD STEEL ROD
 CJ0267_STAMPING: PD NO 2 1975
 CJ0267_PROJECTION: FLUSH
 CJ0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0267_ROD/PIPE-DEPTH: 6.10 meters
 CJ0267
 CJ0267  HISTORY     - Date     Condition        Report By
 CJ0267  HISTORY     - 1975     MONUMENTED       NOS
 CJ0267  HISTORY     - 1979     GOOD             NGS
 CJ0267  HISTORY     - 19910402 MARK NOT FOUND   SCGS
 CJ0267  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0267  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0267
 CJ0267                          STATION DESCRIPTION
 CJ0267
 CJ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0267'9.5 MI NE FROM MOUNT PLEASANT.
 CJ0267'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0267'8.5 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0267'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 0.4 MILE SOUTHEAST ALONG A
 CJ0267'DIRT ROAD, AND THENCE 0.6 MILE EAST ALONG A DIRT ROAD TO THE
 CJ0267'RESIDENCE OF MR. P.G. PORCHERS, 370 FEET NORTHWEST OF CREEK BANK,
 CJ0267'50 FEET EAST-SOUTHEAST OF THE DIRT ROAD LEADING TO THE DOCK, 7.8
 CJ0267'FEET EAST-NORTHEAST OF A 14 INCH PINE TREE, AND 150 FEET NORTHEAST
 CJ0267'OF 866-4903 NO 1.
 CJ0267
 CJ0267                          STATION RECOVERY (1991)
 CJ0267
 CJ0267'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0267'NOT RECOVERED, AREA CHANGED, REFERENCES GONE, POSSIBLY INTACT.
 CJ0267'RECOVERY BY T. HALL.
 CJ0267
 CJ0267                          STATION RECOVERY (1991)
 CJ0267
 CJ0267'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0267'MARK NOT FOUND.
 CJ0267
 CJ0267                          STATION RECOVERY (1992)
 CJ0267
 CJ0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0267'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0266 ***********************************************************************
 CJ0266  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0266  DESIGNATION -  866 4903 TIDAL PD 3
 CJ0266  PID         -  CJ0266
 CJ0266  STATE/COUNTY-  SC/CHARLESTON
 CJ0266  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0266
 CJ0266                         *CURRENT SURVEY CONTROL
 CJ0266  ___________________________________________________________________
 CJ0266* NAD 83(1986)-  32 52 01.     (N)    079 45 20.     (W)     SCALED    
 CJ0266* NAVD 88     -         1.306  (meters)       4.28   (feet)  ADJUSTED  
 CJ0266  ___________________________________________________________________
 CJ0266  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 CJ0266  DYNAMIC HT  -           1.305 (meters)       4.28  (feet)  COMP
 CJ0266  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 CJ0266
 CJ0266  VERT ORDER  -  FIRST     CLASS II
 CJ0266
 CJ0266.The horizontal coordinates were scaled from a topographic map and have
 CJ0266.an estimated accuracy of +/- 6 seconds.
 CJ0266
 CJ0266.The orthometric height was determined by differential leveling
 CJ0266.and adjusted by the National Geodetic Survey in June 1991..
 CJ0266
 CJ0266.This Tidal Bench Mark is designated as VM 14312
 CJ0266.by the Center for Operational Oceanographic Products and Services.
 CJ0266
 CJ0266.The geoid height was determined by GEOID03.
 CJ0266
 CJ0266.The dynamic height is computed by dividing the NAVD 88
 CJ0266.geopotential number by the normal gravity value computed on the
 CJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0266.degrees latitude (g = 980.6199 gals.).
 CJ0266
 CJ0266.The modeled gravity was interpolated from observed gravity values.
 CJ0266
 CJ0266;                    North         East    Units  Estimated Accuracy
 CJ0266;SPC SC       -   115,330.      726,060.      MT  (+/- 180 meters Scaled)
 CJ0266
 CJ0266                          SUPERSEDED SURVEY CONTROL
 CJ0266
 CJ0266  NGVD 29 (03/21/89)    1.601  (m)            5.25   (f) ADJUSTED    1 2
 CJ0266
 CJ0266.Superseded values are not recommended for survey control.
 CJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0266.See file dsdata.txt to determine how the superseded data were derived.
 CJ0266
 CJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS164372(NAD 83)
 CJ0266_MARKER: DJ = TIDAL STATION DISK
 CJ0266_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0266_SP_SET: COPPER-CLAD STEEL ROD
 CJ0266_STAMPING: P.D. NO. 3 1975
 CJ0266_MARK LOGO: NOS   
 CJ0266_PROJECTION: FLUSH
 CJ0266_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0266+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0266_ROD/PIPE-DEPTH: 6.10 meters
 CJ0266
 CJ0266  HISTORY     - Date     Condition        Report By
 CJ0266  HISTORY     - 1975     MONUMENTED       NOS
 CJ0266  HISTORY     - 1979     GOOD             NGS
 CJ0266  HISTORY     - 19910402 GOOD             SCGS
 CJ0266  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0266  HISTORY     - 19920817 GOOD             NGS
 CJ0266
 CJ0266                          STATION DESCRIPTION
 CJ0266
 CJ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0266'9.5 MI NE FROM MOUNT PLEASANT.
 CJ0266'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0266'8.5 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0266'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 0.4 MILE SOUTHEAST ALONG A
 CJ0266'DIRT ROAD, AND THENCE 0.6 MILE EAST ALONG A DIRT ROAD TO THE
 CJ0266'RESIDENCE OF MR. P.G. PORCHERS, 315 FEET NORTHWEST OF 866-4903 NO 2,
 CJ0266'24 FEET WEST-NORTHWEST OF THE CENTER OF A DIRT ROAD LEADING TO THE
 CJ0266'HOUSE, 105.5 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 CJ0266'HOUSE, AND 11.4 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER 45459.
 CJ0266
 CJ0266                          STATION RECOVERY (1991)
 CJ0266
 CJ0266'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0266'STATION IS LOCATED 8.0 MILES (12.9 KM) EAST NORTHEAST OF MOUNT
 CJ0266'PLEASANT, 6.5 MILES (10.5 KM) SOUTHEAST OF WANDO.  OWNERSHIP--FRANCIS
 CJ0266'PORCHER, 309 MCCANTS DRIVE, MOUNT PLEASANT, SC 29464, PHONE
 CJ0266'803-884-2990 OR 803-723-1601 AT WORK.
 CJ0266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 701 AND
 CJ0266'STATE HIGHWAY 41 (6.0 MILES NORTHEAST OF MOUNT PLEASANT), GO
 CJ0266'NORTHEAST ON HIGHWAYS 17 AND 701 FOR 2.45 MILES (3.94 KM) TO A SAND
 CJ0266'ROAD RIGHT (AN IRON SIGN -STRATTON PLACE PORCHER), TURN RIGHT ON THE
 CJ0266'SAND ROAD FOR 0.4 MILE (0.6 KM) TO A SAND ROAD LEFT, TURN LEFT ON THE
 CJ0266'SAND ROAD FOR 0.3 MILE (0.5 KM) TO A SAND ROAD RIGHT LEADING TO A
 CJ0266'HOUSE (PAYNE), CONTINUE ON THE MAIN SAND ROAD FOR 0.3 MILE (0.5 KM)
 CJ0266'TO Y-JUNCTION OF SAND AND GRASSY ROADS AND THE STATION AHEAD NEAR THE
 CJ0266'BASE OF A DOUBLE-TRUNKED LIVE OAK TREE.
 CJ0266'STATION IS A COPPER-CLAD STEEL ROD RECESSED 6-INCHES AND 0.5 FOOT
 CJ0266'(15.2 CM) BELOW THE ROADS, 16.7 FEET (5.1 M) WEST OF THE LIVE OAK
 CJ0266'TREE, 75.1 FEET (22.9 M) SOUTH SOUTHEAST OF TIDAL BENCH MARK 866 4903
 CJ0266'TIDAL PD 4, 137.5 FEET (41.9 M) SOUTH OF TIDAL BENCH MARK 866 4903
 CJ0266'TIDAL PD 5, 11.7 FEET (3.6 M) SOUTH SOUTHWEST OF A POWER POLE NUMBER
 CJ0266'45459, 96.1 FEET (29.3 M) SOUTHEAST OF A 15-INCH PALMETTO TREE WITH A
 CJ0266'SCGS REFERENCE WASHER ATTACHED.
 CJ0266'RECOVERED BY T. HALL.
 CJ0266
 CJ0266                          STATION RECOVERY (1991)
 CJ0266
 CJ0266'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0266'MARK NOT FOUND.
 CJ0266
 CJ0266                          STATION RECOVERY (1992)
 CJ0266
 CJ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0266'12.0 KM (7.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0266'OFFICE IN MOUNT PLEASANT, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG A
 CJ0266'SAND ROAD, 20.7 M (67.9 FT) NORTH OF A UTILITY POLE WITH AN ELECTRIC
 CJ0266'METER, 13.7 M (44.9 FT) NORTHEAST OF A 48-INCH OAK TREE, 4.3 M (14.1
 CJ0266'FT) WEST-NORTHWEST OF A 36-INCH OAK TREE GROWING PARALLEL TO THE
 CJ0266'GROUND, 3.5 M (11.5 FT) SOUTHWEST OF UTILITY POLE NUMBER 45459 AND A
 CJ0266'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 CJ0266'NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.1 M
 CJ0266'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0265 ***********************************************************************
 CJ0265  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0265  DESIGNATION -  866 4903 TIDAL PD 4
 CJ0265  PID         -  CJ0265
 CJ0265  STATE/COUNTY-  SC/CHARLESTON
 CJ0265  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0265
 CJ0265                         *CURRENT SURVEY CONTROL
 CJ0265  ___________________________________________________________________
 CJ0265* NAD 83(2001)-  32 52 01.34270(N)    079 45 19.33543(W)     ADJUSTED  
 CJ0265* NAVD 88     -         1.313  (meters)       4.31   (feet)  ADJUSTED  
 CJ0265  ___________________________________________________________________
 CJ0265  X           -     953,721.289 (meters)                     COMP
 CJ0265  Y           -  -5,276,972.773 (meters)                     COMP
 CJ0265  Z           -   3,441,565.074 (meters)                     COMP
 CJ0265  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 CJ0265  ELLIP HEIGHT-         -32.14  (meters)          (12/20/99) GPS OBS
 CJ0265  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 CJ0265  DYNAMIC HT  -           1.311 (meters)       4.30  (feet)  COMP
 CJ0265  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 CJ0265
 CJ0265  HORZ ORDER  -  FIRST
 CJ0265  VERT ORDER  -  FIRST     CLASS II
 CJ0265  ELLP ORDER  -  FOURTH    CLASS I
 CJ0265
 CJ0265.The horizontal coordinates were established by GPS observations
 CJ0265.and adjusted by the National Geodetic Survey in March 2004..
 CJ0265
 CJ0265.The orthometric height was determined by differential leveling
 CJ0265.and adjusted by the National Geodetic Survey in June 1991..
 CJ0265
 CJ0265.This Tidal Bench Mark is designated as VM 14313
 CJ0265.by the Center for Operational Oceanographic Products and Services.
 CJ0265
 CJ0265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0265
 CJ0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0265
 CJ0265.The ellipsoidal height was determined by GPS observations
 CJ0265.and is referenced to NAD 83.
 CJ0265
 CJ0265.The geoid height was determined by GEOID03.
 CJ0265
 CJ0265.The dynamic height is computed by dividing the NAVD 88
 CJ0265.geopotential number by the normal gravity value computed on the
 CJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0265.degrees latitude (g = 980.6199 gals.).
 CJ0265
 CJ0265.The modeled gravity was interpolated from observed gravity values.
 CJ0265
 CJ0265;                    North         East     Units Scale Factor Converg.
 CJ0265;SPC SC       -   115,340.080   726,073.211   MT  0.99989092   +0 41 24.1
 CJ0265;SPC SC       -   378,412.34  2,382,129.96   iFT  0.99989092   +0 41 24.1
 CJ0265;UTM  17      - 3,637,233.548   616,445.931   MT  0.99976719   +0 40 31.9
 CJ0265
 CJ0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0265!SPC SC       -   1.00000505  x   0.99989092  =   0.99989597
 CJ0265!UTM  17      -   1.00000505  x   0.99976719  =   0.99977223
 CJ0265
 CJ0265                          SUPERSEDED SURVEY CONTROL
 CJ0265
 CJ0265  NAD 83(1995)-  32 52 01.34338(N)    079 45 19.33553(W) AD(       ) 1
 CJ0265  NAD 83(1986)-  32 52 01.35487(N)    079 45 19.33714(W) AD(       ) 1
 CJ0265  NGVD 29 (03/21/89)    1.607  (m)            5.27   (f) ADJUSTED    1 2
 CJ0265
 CJ0265.Superseded values are not recommended for survey control.
 CJ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0265.See file dsdata.txt to determine how the superseded data were derived.
 CJ0265
 CJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS1644637234(NAD 83)
 CJ0265_MARKER: DJ = TIDAL STATION DISK
 CJ0265_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0265_SP_SET: COPPER-CLAD STEEL ROD
 CJ0265_STAMPING: P.D. NO. 4 1979
 CJ0265_MARK LOGO: NOS   
 CJ0265_PROJECTION: FLUSH
 CJ0265_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0265+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 CJ0265_ROD/PIPE-DEPTH: 2.44 meters
 CJ0265
 CJ0265  HISTORY     - Date     Condition        Report By
 CJ0265  HISTORY     - 1975     MONUMENTED       NOS
 CJ0265  HISTORY     - 1979     GOOD             NGS
 CJ0265  HISTORY     - 19910402 GOOD             SCGS
 CJ0265  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0265  HISTORY     - 19920817 GOOD             NGS
 CJ0265  HISTORY     - 20040606 GOOD             GREOMA
 CJ0265  HISTORY     - 20040607 GOOD             GREOMA
 CJ0265
 CJ0265                          STATION DESCRIPTION
 CJ0265
 CJ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0265'9.5 MI NE FROM MOUNT PLEASANT.
 CJ0265'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0265'8.5 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0265'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 0.4 MILE SOUTHEAST ALONG A
 CJ0265'DIRT ROAD, AND THENCE 0.6 MILE EAST ALONG A DIRT ROAD TO THE RESIDENCE
 CJ0265'OF MR. P.G. PORCHERS, 75.3 FEET NORTH-NORTHWEST OF 866-4903 NO 3,
 CJ0265'48.5 FEET EAST OF A PALMETTO TREE, 22.6 FEET WEST-NORTHWEST OF THE C
 CJ0265'CENTER OF THE DIRT ROAD LEADING TO THE HOUSE, AND 8.4 FEET
 CJ0265'NORTH-NORTHEAST OF THE CENTER OF TWIN CEDAR TREES.
 CJ0265
 CJ0265                          STATION RECOVERY (1991)
 CJ0265
 CJ0265'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0265'STATION IS LOCATED 8.0 MILES (12.9 KM) EAST NORTHEAST OF MOUNT
 CJ0265'PLEASANT, 6.5 MILES (10.5 KM) SOUTHEAST OF WANDO.  OWNERSHIP--FRANCIS
 CJ0265'PORCHER, 309 MCCANTS DRIVE, MOUNT PLEASANT, SC 29464, PHONE
 CJ0265'803-884-2990 OR 803-723-1601 AT WORK.
 CJ0265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 701 AND
 CJ0265'STATE HIGHWAY 41 (6.0 MILES NORTHEAST OF MOUNT PLEASANT), GO
 CJ0265'NORTHEAST ON HIGHWAYS 17 AND 701 FOR 2.45 MILES (3.94 KM) TO A SAND
 CJ0265'ROAD RIGHT,(AN IRON SIGN STRATTON PLACE PORCHER), TURN RIGHT ON THE
 CJ0265'SAND ROAD FOR 0.4 MILE (0.6 KM) TO A SAND ROAD LEFT, TURN LEFT ON THE
 CJ0265'SAND ROAD FOR 0.3 MILE (0.5 KM) TO A SAND ROAD RIGHT LEADING TO A
 CJ0265'HOUSE (PAYNE), CONTINUE ON THE MAIN SAND ROAD FOR 0.3 MILE (0.5 KM)
 CJ0265'TO Y-JUNCTION OF SAND AND GRASSY ROADS AND THE STATION ON THE RIGHT IN
 CJ0265'A CLEARING.
 CJ0265'STATION IS A COPPER-CLAD STEEL ROD RECESSED 6-INCHES AND 0.5 FOOT
 CJ0265'(0.2 M) BELOW THE ROADS, 75.1 FEET (22.9 M) NORTH NORTHWEST OF TIDAL
 CJ0265'BENCH MARK 866 4903 TIDAL PD 3, 81.2 FEET (24.7 M) SOUTHWEST OF TIDAL
 CJ0265'BENCH MARK 866 4903 TIDAL PD 5, 65.7 FEET (20.0 M) NORTH NORTHWEST OF
 CJ0265'A POWER POLE NUMBER 45459, 48.5 FEET (14.8 M) EAST OF 15-INCH
 CJ0265'PALMETTO TREE WITH A SCGS REFERENCE WASHER ATTACHED, 23.9 FEET
 CJ0265'(7.3 M) WEST NORTHWEST OF THE CENTER OF THE Y-BRANCH ROAD LEADING
 CJ0265'RIGHT.
 CJ0265'RECOVERED BY T. HALL.
 CJ0265
 CJ0265                          STATION RECOVERY (1991)
 CJ0265
 CJ0265'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0265'MARK NOT FOUND.
 CJ0265
 CJ0265                          STATION RECOVERY (1992)
 CJ0265
 CJ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0265'12.0 KM (7.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0265'OFFICE IN MOUNT PLEASANT, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG A
 CJ0265'SAND ROAD, 20.0 M (65.6 FT) NORTHWEST OF UTILITY POLE NUMBER 45459,
 CJ0265'16.7 M (54.8 FT) WEST-SOUTHWEST OF THE CENTER OF A TRACK ROAD, 14.7 M
 CJ0265'(48.2 FT) EAST OF A PALM TREE, 0.3 M (1.0 FT) SOUTH-SOUTHEAST OF A
 CJ0265'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CJ0265'NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.2 M
 CJ0265'(0.7 FT) BELOW THE GROUND SURFACE.
 CJ0265
 CJ0265                          STATION RECOVERY (2004)
 CJ0265
 CJ0265'RECOVERY NOTE BY GREENHORNE-OMARA 2004 (TDT)
 CJ0265'CONTACT MR.F.C.PORCHER  FOR DIRECTIONS AND PERMISSION.
 CJ0265
 CJ0265                          STATION RECOVERY (2004)
 CJ0265
 CJ0265'RECOVERY NOTE BY GREENHORNE-OMARA 2004 (TDT)
 CJ0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0264 ***********************************************************************
 CJ0264  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0264  DESIGNATION -  866 4903 TIDAL PD 5
 CJ0264  PID         -  CJ0264
 CJ0264  STATE/COUNTY-  SC/CHARLESTON
 CJ0264  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0264
 CJ0264                         *CURRENT SURVEY CONTROL
 CJ0264  ___________________________________________________________________
 CJ0264* NAD 83(1986)-  32 52 03.     (N)    079 45 19.     (W)     SCALED    
 CJ0264* NAVD 88     -         1.244  (meters)       4.08   (feet)  ADJUSTED  
 CJ0264  ___________________________________________________________________
 CJ0264  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 CJ0264  DYNAMIC HT  -           1.242 (meters)       4.07  (feet)  COMP
 CJ0264  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 CJ0264
 CJ0264  VERT ORDER  -  FIRST     CLASS II
 CJ0264
 CJ0264.The horizontal coordinates were scaled from a topographic map and have
 CJ0264.an estimated accuracy of +/- 6 seconds.
 CJ0264
 CJ0264.The orthometric height was determined by differential leveling
 CJ0264.and adjusted by the National Geodetic Survey in June 1991..
 CJ0264
 CJ0264.This Tidal Bench Mark is designated as VM 14314
 CJ0264.by the Center for Operational Oceanographic Products and Services.
 CJ0264
 CJ0264.The geoid height was determined by GEOID03.
 CJ0264
 CJ0264.The dynamic height is computed by dividing the NAVD 88
 CJ0264.geopotential number by the normal gravity value computed on the
 CJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0264.degrees latitude (g = 980.6199 gals.).
 CJ0264
 CJ0264.The modeled gravity was interpolated from observed gravity values.
 CJ0264
 CJ0264;                    North         East    Units  Estimated Accuracy
 CJ0264;SPC SC       -   115,390.      726,080.      MT  (+/- 180 meters Scaled)
 CJ0264
 CJ0264                          SUPERSEDED SURVEY CONTROL
 CJ0264
 CJ0264  NGVD 29 (03/21/89)    1.538  (m)            5.05   (f) ADJUSTED    1 2
 CJ0264
 CJ0264.Superseded values are not recommended for survey control.
 CJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0264.See file dsdata.txt to determine how the superseded data were derived.
 CJ0264
 CJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS164372(NAD 83)
 CJ0264_MARKER: DJ = TIDAL STATION DISK
 CJ0264_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0264_SP_SET: COPPER-CLAD STEEL ROD
 CJ0264_STAMPING: P.D. NO. 5 1975
 CJ0264_MARK LOGO: NOS   
 CJ0264_PROJECTION: FLUSH
 CJ0264_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0264+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1991
 CJ0264_ROD/PIPE-DEPTH: 6.10 meters
 CJ0264
 CJ0264  HISTORY     - Date     Condition        Report By
 CJ0264  HISTORY     - 1975     MONUMENTED       NOS
 CJ0264  HISTORY     - 1979     GOOD             NGS
 CJ0264  HISTORY     - 19910402 GOOD             SCGS
 CJ0264  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0264  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0264
 CJ0264                          STATION DESCRIPTION
 CJ0264
 CJ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0264'9.5 MI NE FROM MOUNT PLEASANT.
 CJ0264'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0264'8.5 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0264'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 0.4 MILE SOUTHEAST ALONG
 CJ0264'A DIRT ROAD, AND THENCE 0.6 MILE EAST ALONG A DIRT ROAD TO THE
 CJ0264'RESIDENCE OF MR. P.G. PORCHERS, 81.4 FEET NORTH-NORTHEAST OF
 CJ0264'866-4903 NO 4, 70 FEET EAST-SOUTHEAST OF A DEAD PALMETTO TREE,
 CJ0264'30 FEET NORTHEAST OF THE CENTER OF THE Y OF THE DIRT ROAD, AND
 CJ0264'14.5 FEET WEST-SOUTHWEST OF AN OAK TREE ON A DRAINAGE DITCH.
 CJ0264
 CJ0264                          STATION RECOVERY (1991)
 CJ0264
 CJ0264'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0264'STATION IS LOCATED 8.0 MILES (12.9 KM) EAST NORTHEAST OF MOUNT
 CJ0264'PLEASANT, 6.5 MILES (10.5 KM) SOUTHEAST OF WANDO.  OWNERSHIP--FRANCIS
 CJ0264'PORCHER, 309 MCCANTS DRIVE, MOUNT PLEASANT, SC 29464, PHONE
 CJ0264'803-884-2990 OR 803-723-1601 AT WORK.
 CJ0264'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 701 AND
 CJ0264'STATE HIGHWAY 41 (6.0 MILES NORTHEAST OF MOUNT PLEASANT), GO
 CJ0264'NORTHEAST ON HIGHWAYS 17 AND 701 FOR 2.45 MILES (3.94 KM) TO A SAND
 CJ0264'ROAD RIGHT (AN IRON SIGN -STRATTON PLACE PORCHER), TURN RIGHT ON THE
 CJ0264'SAND ROAD FOR 0.4 MILE (0.6 KM) TO A SAND ROAD LEFT, TURN LEFT ON THE
 CJ0264'SAND ROAD FOR 0.3 MILE (0.5 KM) TO A SAND ROAD RIGHT LEADING TO A
 CJ0264'HOUSE (PAYNE), CONTINUE ON THE MAIN SAND ROAD FOR 0.3 MILE (0.5 KM)
 CJ0264'TO Y-JUNCTION OF SAND AND GRASSY ROADS AND THE STATION ON THE LEFT.
 CJ0264'STATION IS A COPPER-CLAD STEEL ROD RECESSED 1-INCH AND LEVEL WITH THE
 CJ0264'ROADS, 137.5 FEET (41.9 M) NORTH OF TIDAL BENCH MARK 866 4903 TIDAL
 CJ0264'PD 3, 81.2 FEET (24.7 M) NORTHEAST OF TIDAL BENCH MARK 866 4903 TIDAL
 CJ0264'PD 4, 19.8 FEET (6.0 M) EAST OF THE CENTER OF THE ROAD, 14.8 FEET
 CJ0264'(4.5 M) SOUTHWEST OF A 20-INCH LIVE OAK TREE WITH A SCGS REFERENCE
 CJ0264'WASHER ATTACHED.
 CJ0264'RECOVERED BY T. HALL.
 CJ0264
 CJ0264                          STATION RECOVERY (1991)
 CJ0264
 CJ0264'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0264'MARK NOT FOUND.
 CJ0264
 CJ0264                          STATION RECOVERY (1992)
 CJ0264
 CJ0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0264'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE6543 ***********************************************************************
 DE6543  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6543  DESIGNATION -  866 4945 B TIDAL
 DE6543  PID         -  DE6543
 DE6543  STATE/COUNTY-  SC/BERKELEY
 DE6543  USGS QUAD   -  CHARLESTON (1983)
 DE6543
 DE6543                         *CURRENT SURVEY CONTROL
 DE6543  ___________________________________________________________________
 DE6543* NAD 83(2001)-  32 51 35.74916(N)    079 56 17.21188(W)     ADJUSTED  
 DE6543* NAVD 88     -         0.88   (meters)       2.9    (feet)  GPS OBS   
 DE6543  ___________________________________________________________________
 DE6543  X           -     936,960.431 (meters)                     COMP
 DE6543  Y           -  -5,280,408.995 (meters)                     COMP
 DE6543  Z           -   3,440,902.779 (meters)                     COMP
 DE6543  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 DE6543  ELLIP HEIGHT-         -32.21  (meters)          (03/13/03) GPS OBS
 DE6543  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DE6543
 DE6543  HORZ ORDER  -  FIRST
 DE6543  ELLP ORDER  -  FOURTH    CLASS II
 DE6543
 DE6543.The horizontal coordinates were established by GPS observations
 DE6543.and adjusted by the National Geodetic Survey in March 2003..
 DE6543
 DE6543.The orthometric height was determined by GPS observations and a
 DE6543.high-resolution geoid model using precise GPS observation and
 DE6543.processing techniques.
 DE6543
 DE6543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6543
 DE6543.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6543
 DE6543.The ellipsoidal height was determined by GPS observations
 DE6543.and is referenced to NAD 83.
 DE6543
 DE6543.The geoid height was determined by GEOID03.
 DE6543
 DE6543;                    North         East     Units Scale Factor Converg.
 DE6543;SPC SC       -   114,360.935   708,980.711   MT  0.99989265   +0 35 19.4
 DE6543;SPC SC       -   375,199.92  2,326,052.20   iFT  0.99989265   +0 35 19.4
 DE6543;UTM  17      - 3,636,258.575   599,355.729   MT  0.99972172   +0 34 34.4
 DE6543
 DE6543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6543!SPC SC       -   1.00000506  x   0.99989265  =   0.99989771
 DE6543!UTM  17      -   1.00000506  x   0.99972172  =   0.99972678
 DE6543
 DE6543                          SUPERSEDED SURVEY CONTROL
 DE6543
 DE6543  NAD 83(1986)-  32 51 35.75933(N)    079 56 17.21655(W) AD(       ) 1
 DE6543  NAD 83(1995)-  32 51 35.74926(N)    079 56 17.21232(W) AD(       ) 1
 DE6543  ELLIP H (08/20/02)  -32.22   (m)                       GP(       ) 4 1
 DE6543
 DE6543.Superseded values are not recommended for survey control.
 DE6543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6543.See file dsdata.txt to determine how the superseded data were derived.
 DE6543
 DE6543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9935636259(NAD 83)
 DE6543_MARKER: DJ = TIDAL STATION DISK
 DE6543_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE6543_STAMPING: 4945-B 1977
 DE6543_MARK LOGO: NOS   
 DE6543_PROJECTION: PROJECTING 30 CENTIMETERS
 DE6543_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6543+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 DE6543
 DE6543  HISTORY     - Date     Condition        Report By
 DE6543  HISTORY     - 19770101 MONUMENTED       NOS
 DE6543  HISTORY     - 20020507 GOOD             SCGS
 DE6543
 DE6543                          STATION DESCRIPTION
 DE6543
 DE6543'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 DE6543'STATION IS LOCATED NEAR THE EAST BANK OF A U.S. NAVAL RESERVATION
 DE6543'SPOIL AREA AND
 DE6543'MARSH AT THE SOUTH ENTRANCE OF COULTER CREEK AND THE COOPER RIVER, 2.2
 DE6543'MILES EAST OF
 DE6543'NORTH CHARLESTON, 23.5 MILES SOUTH OF MONCKS CORNER. OWNERSHIP--SOUTH
 DE6543'CAROLINA PORTS
 DE6543'AUTHORITY, P.O. BOX 817, CHARLESTON, SC 29407-0817, CONTACT-BILLY
 DE6543'LEMPESIS, HARBOR SERVICES
 DE6543'DEPARTMENT, PHONE 843-577-8659.
 DE6543'RECOVERED BY T. HALL.
 DE6543' 
 DE6543' 
 DE6543' 
 DE6543' 
 DE6543' 
 DE6543' 
 DE6543' 
 DE6543' 
 DE6543'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1342 ***********************************************************************
 CK1342  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1342  DESIGNATION -  866 5002 TIDAL 1
 CK1342  PID         -  CK1342
 CK1342  STATE/COUNTY-  SC/CHARLESTON
 CK1342  USGS QUAD   -  JOHNS ISLAND (1979)
 CK1342
 CK1342                         *CURRENT SURVEY CONTROL
 CK1342  ___________________________________________________________________
 CK1342* NAD 83(1986)-  32 50 51.     (N)    080 03 01.     (W)     SCALED    
 CK1342* NAVD 88     -         1.469  (meters)       4.82   (feet)  ADJUSTED  
 CK1342  ___________________________________________________________________
 CK1342  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CK1342  DYNAMIC HT  -           1.467 (meters)       4.81  (feet)  COMP
 CK1342  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CK1342
 CK1342  VERT ORDER  -  FIRST     CLASS I
 CK1342
 CK1342.The horizontal coordinates were scaled from a topographic map and have
 CK1342.an estimated accuracy of +/- 6 seconds.
 CK1342
 CK1342.The orthometric height was determined by differential leveling
 CK1342.and adjusted by the National Geodetic Survey in June 1991..
 CK1342.WARNING-Repeat measurements at this control monument indicate possible
 CK1342.vertical movement.
 CK1342
 CK1342.This Tidal Bench Mark is designated as VM 4130
 CK1342.by the Center for Operational Oceanographic Products and Services.
 CK1342
 CK1342.The geoid height was determined by GEOID03.
 CK1342
 CK1342.The dynamic height is computed by dividing the NAVD 88
 CK1342.geopotential number by the normal gravity value computed on the
 CK1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1342.degrees latitude (g = 980.6199 gals.).
 CK1342
 CK1342.The modeled gravity was interpolated from observed gravity values.
 CK1342
 CK1342;                    North         East    Units  Estimated Accuracy
 CK1342;SPC SC       -   112,880.      698,500.      MT  (+/- 180 meters Scaled)
 CK1342
 CK1342                          SUPERSEDED SURVEY CONTROL
 CK1342
 CK1342  NGVD 29 (03/21/89)    1.764  (m)            5.79   (f) ADJUSTED    1 1
 CK1342
 CK1342.Superseded values are not recommended for survey control.
 CK1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1342.See file dsdata.txt to determine how the superseded data were derived.
 CK1342
 CK1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS888347(NAD 83)
 CK1342_MARKER: DJ = TIDAL STATION DISK
 CK1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK1342_SP_SET: PIER
 CK1342_STAMPING: BM NO 1 1933
 CK1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1342
 CK1342  HISTORY     - Date     Condition        Report By
 CK1342  HISTORY     - 1933     MONUMENTED       CGS
 CK1342  HISTORY     - 1961     GOOD             NGS
 CK1342  HISTORY     - 1974     GOOD             NGS
 CK1342  HISTORY     - 1979     GOOD             DMA
 CK1342  HISTORY     - 1980     GOOD             LOCSUR
 CK1342  HISTORY     - 19940520 GOOD             USPSQD
 CK1342
 CK1342                          STATION DESCRIPTION
 CK1342
 CK1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1342'4.2 MI SW FROM NORTH CHARLESTON.
 CK1342'ABOUT 4.15 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 CK1342'FROM THE STATION AT NORTH CHARLESTON, 0.35 MILES NORTHEAST OF
 CK1342'MILEPOST NO. 394, SET IN THE TOP OF THE NORTHWEST END OF THE
 CK1342'CONCRETE PIER AT THE NORTHEAST END OF THE STEEL STRUCTURE OF THE
 CK1342'DRAW BRIDGE OVER THE ASHLEY RIVER, 9 FEET NORTHWEST OF THE
 CK1342'NORTHWEST RAIL OF THE NORTHWEST TRACK, 1 1/2 FEET EAST OF THE
 CK1342'WEST EDGE OF THE PIER, 3 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 CK1342'THE STEEL FRAME OF THE BRIDGE, 7 FEET SOUTHWEST OF THE NORTHEAST
 CK1342'END OF THE STEEL STRUCTURE, ABOUT 7 1/2 FEET BELOW THE LEVEL OF
 CK1342'THE TRACK.
 CK1342
 CK1342                          STATION RECOVERY (1974)
 CK1342
 CK1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK1342'RECOVERED IN GOOD CONDITION.
 CK1342
 CK1342                          STATION RECOVERY (1979)
 CK1342
 CK1342'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK1342'RECOVERED IN GOOD CONDITION.
 CK1342
 CK1342                          STATION RECOVERY (1980)
 CK1342
 CK1342'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CK1342'RECOVERED IN GOOD CONDITION.
 CK1342
 CK1342                          STATION RECOVERY (1994)
 CK1342
 CK1342'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1341 ***********************************************************************
 CK1341  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1341  DESIGNATION -  866 5002 TIDAL 3
 CK1341  PID         -  CK1341
 CK1341  STATE/COUNTY-  SC/CHARLESTON
 CK1341  USGS QUAD   -  JOHNS ISLAND (1979)
 CK1341
 CK1341                         *CURRENT SURVEY CONTROL
 CK1341  ___________________________________________________________________
 CK1341* NAD 83(1986)-  32 50 50.     (N)    080 03 01.     (W)     SCALED    
 CK1341* NAVD 88     -         2.550  (meters)       8.37   (feet)  ADJUSTED  
 CK1341  ___________________________________________________________________
 CK1341  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CK1341  DYNAMIC HT  -           2.547 (meters)       8.36  (feet)  COMP
 CK1341  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CK1341  OBS GRAVITY -     979,548.7   (mgal)                       GRAV_OBS
 CK1341
 CK1341  VERT ORDER  -  FIRST     CLASS I
 CK1341
 CK1341.The horizontal coordinates were scaled from a topographic map and have
 CK1341.an estimated accuracy of +/- 6 seconds.
 CK1341
 CK1341.The orthometric height was determined by differential leveling
 CK1341.and adjusted by the National Geodetic Survey in June 1991..
 CK1341
 CK1341.This Tidal Bench Mark is designated as VM 4131
 CK1341.by the Center for Operational Oceanographic Products and Services.
 CK1341
 CK1341.The geoid height was determined by GEOID03.
 CK1341
 CK1341.The dynamic height is computed by dividing the NAVD 88
 CK1341.geopotential number by the normal gravity value computed on the
 CK1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1341.degrees latitude (g = 980.6199 gals.).
 CK1341
 CK1341.The modeled gravity was interpolated from observed gravity values.
 CK1341.The observed gravity was obtained from relative gravimeter ties
 CK1341.to the IGSN71 gravity network.
 CK1341
 CK1341;                    North         East    Units  Estimated Accuracy
 CK1341;SPC SC       -   112,850.      698,500.      MT  (+/- 180 meters Scaled)
 CK1341
 CK1341                          SUPERSEDED SURVEY CONTROL
 CK1341
 CK1341  NGVD 29 (03/21/89)    2.845  (m)            9.33   (f) ADJUSTED    1 1
 CK1341
 CK1341.Superseded values are not recommended for survey control.
 CK1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1341.See file dsdata.txt to determine how the superseded data were derived.
 CK1341
 CK1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS888347(NAD 83)
 CK1341_MARKER: DJ = TIDAL STATION DISK
 CK1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1341_STAMPING: BM NO 3 1933
 CK1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1341+STABILITY: SURFACE MOTION
 CK1341
 CK1341  HISTORY     - Date     Condition        Report By
 CK1341  HISTORY     - 1933     MONUMENTED       CGS
 CK1341  HISTORY     - 1961     GOOD             NGS
 CK1341  HISTORY     - 1974     GOOD             NGS
 CK1341  HISTORY     - 1979     GOOD             DMA
 CK1341  HISTORY     - 1980     GOOD             LOCSUR
 CK1341  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 CK1341
 CK1341                          STATION DESCRIPTION
 CK1341
 CK1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CK1341'4.2 MI SW FROM NORTH CHARLESTON.
 CK1341'ABOUT 4.2 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 CK1341'FROM THE STATION AT NORTH CHARLESTON, 0.3 MILE NORTHEAST OF
 CK1341'MILEPOST 394, AT THE SOUTHWEST END OF THE DRAWBRIDGE OVER THE
 CK1341'ASHLEY RIVER, 37 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CK1341'SOUTHEAST TRACK, 43 FEET SOUTH OF THE SOUTH CORNER OF THE BRIDGE,
 CK1341'40 1/2 FEET EAST-NORTHEAST OF A STEEL POST SUPPORTING A SIGN
 CK1341'ASHLEY RIVER, 32 FEET EAST OF THE EAST CORNER OF A SEMAPHORE,
 CK1341'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 CK1341'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 CK1341'GROUND.
 CK1341
 CK1341                          STATION RECOVERY (1974)
 CK1341
 CK1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK1341'RECOVERED IN GOOD CONDITION.
 CK1341
 CK1341                          STATION RECOVERY (1979)
 CK1341
 CK1341'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK1341'RECOVERED IN GOOD CONDITION.
 CK1341
 CK1341                          STATION RECOVERY (1980)
 CK1341
 CK1341'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CK1341'RECOVERED IN GOOD CONDITION.
 CK1341
 CK1341                          STATION RECOVERY (1994)
 CK1341
 CK1341'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1345 ***********************************************************************
 CK1345  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1345  DESIGNATION -  866 5002 TIDAL 4
 CK1345  PID         -  CK1345
 CK1345  STATE/COUNTY-  SC/CHARLESTON
 CK1345  USGS QUAD   -  JOHNS ISLAND (1979)
 CK1345
 CK1345                         *CURRENT SURVEY CONTROL
 CK1345  ___________________________________________________________________
 CK1345* NAD 83(1986)-  32 50 50.     (N)    080 03 02.     (W)     SCALED    
 CK1345* NAVD 88     -         3.222  (meters)      10.57   (feet)  ADJUSTED  
 CK1345  ___________________________________________________________________
 CK1345  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CK1345  DYNAMIC HT  -           3.218 (meters)      10.56  (feet)  COMP
 CK1345  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CK1345
 CK1345  VERT ORDER  -  FIRST     CLASS I
 CK1345
 CK1345.The horizontal coordinates were scaled from a topographic map and have
 CK1345.an estimated accuracy of +/- 6 seconds.
 CK1345
 CK1345.The orthometric height was determined by differential leveling
 CK1345.and adjusted by the National Geodetic Survey in June 1991..
 CK1345
 CK1345.This Tidal Bench Mark is designated as VM 4132
 CK1345.by the Center for Operational Oceanographic Products and Services.
 CK1345
 CK1345.The geoid height was determined by GEOID03.
 CK1345
 CK1345.The dynamic height is computed by dividing the NAVD 88
 CK1345.geopotential number by the normal gravity value computed on the
 CK1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1345.degrees latitude (g = 980.6199 gals.).
 CK1345
 CK1345.The modeled gravity was interpolated from observed gravity values.
 CK1345
 CK1345;                    North         East    Units  Estimated Accuracy
 CK1345;SPC SC       -   112,850.      698,470.      MT  (+/- 180 meters Scaled)
 CK1345
 CK1345                          SUPERSEDED SURVEY CONTROL
 CK1345
 CK1345  NGVD 29 (03/21/89)    3.517  (m)           11.54   (f) ADJUSTED    1 1
 CK1345
 CK1345.Superseded values are not recommended for survey control.
 CK1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1345.See file dsdata.txt to determine how the superseded data were derived.
 CK1345
 CK1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS888347(NAD 83)
 CK1345_MARKER: DJ = TIDAL STATION DISK
 CK1345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK1345_SP_SET: ABUTMENT
 CK1345_STAMPING: NO 4 1974
 CK1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1345
 CK1345  HISTORY     - Date     Condition        Report By
 CK1345  HISTORY     - 1974     MONUMENTED       NGS
 CK1345  HISTORY     - 1979     GOOD             DMA
 CK1345  HISTORY     - 19940520 GOOD             USPSQD
 CK1345
 CK1345                          STATION DESCRIPTION
 CK1345
 CK1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CK1345'4.2 MI SW FROM NORTH CHARLESTON.
 CK1345'ABOUT 4.20 MILES SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD
 CK1345'FROM THE STATION AT NORTH CHARLESTON, 0.3 MILE NORTHEAST OF
 CK1345'MILEPOST 394, SET IN THE TOP OF THE SOUTHEAST END OF THE
 CK1345'SOUTHWEST CONCRETE ABUTMENT OF DRAWBRIDGE OVER THE ASHLEY RIVER,
 CK1345'7.4 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 34.7
 CK1345'FEET NORTH OF TIDAL BENCH MARK NO. 3, 42 FEET EAST OF TIDAL BENCH
 CK1345'MARK NO. 5.
 CK1345
 CK1345                          STATION RECOVERY (1979)
 CK1345
 CK1345'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK1345'RECOVERED IN GOOD CONDITION.
 CK1345
 CK1345                          STATION RECOVERY (1994)
 CK1345
 CK1345'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1344 ***********************************************************************
 CK1344  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1344  DESIGNATION -  866 5002 TIDAL 5
 CK1344  PID         -  CK1344
 CK1344  STATE/COUNTY-  SC/CHARLESTON
 CK1344  USGS QUAD   -  JOHNS ISLAND (1979)
 CK1344
 CK1344                         *CURRENT SURVEY CONTROL
 CK1344  ___________________________________________________________________
 CK1344* NAD 83(1986)-  32 50 50.     (N)    080 03 02.     (W)     SCALED    
 CK1344* NAVD 88     -         4.078  (meters)      13.38   (feet)  ADJUSTED  
 CK1344  ___________________________________________________________________
 CK1344  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CK1344  DYNAMIC HT  -           4.073 (meters)      13.36  (feet)  COMP
 CK1344  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CK1344
 CK1344  VERT ORDER  -  FIRST     CLASS I
 CK1344
 CK1344.The horizontal coordinates were scaled from a topographic map and have
 CK1344.an estimated accuracy of +/- 6 seconds.
 CK1344
 CK1344.The orthometric height was determined by differential leveling
 CK1344.and adjusted by the National Geodetic Survey in June 1991..
 CK1344
 CK1344.This Tidal Bench Mark is designated as VM 4133
 CK1344.by the Center for Operational Oceanographic Products and Services.
 CK1344
 CK1344.The geoid height was determined by GEOID03.
 CK1344
 CK1344.The dynamic height is computed by dividing the NAVD 88
 CK1344.geopotential number by the normal gravity value computed on the
 CK1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1344.degrees latitude (g = 980.6199 gals.).
 CK1344
 CK1344.The modeled gravity was interpolated from observed gravity values.
 CK1344
 CK1344;                    North         East    Units  Estimated Accuracy
 CK1344;SPC SC       -   112,850.      698,470.      MT  (+/- 180 meters Scaled)
 CK1344
 CK1344                          SUPERSEDED SURVEY CONTROL
 CK1344
 CK1344  NGVD 29 (03/21/89)    4.373  (m)           14.35   (f) ADJUSTED    1 1
 CK1344
 CK1344.Superseded values are not recommended for survey control.
 CK1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1344.See file dsdata.txt to determine how the superseded data were derived.
 CK1344
 CK1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS888347(NAD 83)
 CK1344_MARKER: DJ = TIDAL STATION DISK
 CK1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK1344_SP_SET: SIGNAL STRUCTURE BASE
 CK1344_STAMPING: NO 5 1974
 CK1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1344
 CK1344  HISTORY     - Date     Condition        Report By
 CK1344  HISTORY     - 1974     MONUMENTED       NGS
 CK1344  HISTORY     - 1979     GOOD             DMA
 CK1344  HISTORY     - 19940520 GOOD             USPSQD
 CK1344
 CK1344                          STATION DESCRIPTION
 CK1344
 CK1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CK1344'4.2 MI SW FROM NORTH CHARLESTON.
 CK1344'ABOUT 4.20 MILES SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD
 CK1344'FROM THE STATION AT NORTH CHARLESTON, 0.3 MILE NORTHEAST OF
 CK1344'MILEPOST 394, SET IN THE TOP OF THE CONCRETE BASE OF A SIGNAL
 CK1344'STRUCTURE, IN THE SOUTHEAST CORNER, 5.1 FEET NORTHWEST OF
 CK1344'NORTHWEST RAIL OF NORTHWEST TRACK, 37.8 FEET SOUTHWEST OF
 CK1344'SOUTHWEST BRIDGE ABUTMENT, AND 42 FEET WEST OF TIDAL BENCH MARK
 CK1344'NO. 4.
 CK1344
 CK1344                          STATION RECOVERY (1979)
 CK1344
 CK1344'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK1344'RECOVERED IN GOOD CONDITION.
 CK1344
 CK1344                          STATION RECOVERY (1994)
 CK1344
 CK1344'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0478 ***********************************************************************
 CJ0478  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0478  DESIGNATION -  866 5101 B TIDAL
 CJ0478  PID         -  CJ0478
 CJ0478  STATE/COUNTY-  SC/CHARLESTON
 CJ0478  USGS QUAD   -  CHARLESTON (1983)
 CJ0478
 CJ0478                         *CURRENT SURVEY CONTROL
 CJ0478  ___________________________________________________________________
 CJ0478* NAD 83(1986)-  32 50 04.     (N)    079 59 09.     (W)     SCALED    
 CJ0478* NAVD 88     -         6.681  (meters)      21.92   (feet)  ADJUSTED  
 CJ0478  ___________________________________________________________________
 CJ0478  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CJ0478  DYNAMIC HT  -           6.673 (meters)      21.89  (feet)  COMP
 CJ0478  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CJ0478
 CJ0478  VERT ORDER  -  FIRST     CLASS II
 CJ0478
 CJ0478.The horizontal coordinates were scaled from a topographic map and have
 CJ0478.an estimated accuracy of +/- 6 seconds.
 CJ0478
 CJ0478.The orthometric height was determined by differential leveling
 CJ0478.and adjusted by the National Geodetic Survey in June 1991..
 CJ0478
 CJ0478.This Tidal Bench Mark is designated as VM 4134
 CJ0478.by the Center for Operational Oceanographic Products and Services.
 CJ0478
 CJ0478.The geoid height was determined by GEOID03.
 CJ0478
 CJ0478.The dynamic height is computed by dividing the NAVD 88
 CJ0478.geopotential number by the normal gravity value computed on the
 CJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0478.degrees latitude (g = 980.6199 gals.).
 CJ0478
 CJ0478.The modeled gravity was interpolated from observed gravity values.
 CJ0478
 CJ0478;                    North         East    Units  Estimated Accuracy
 CJ0478;SPC SC       -   111,490.      704,540.      MT  (+/- 180 meters Scaled)
 CJ0478
 CJ0478                          SUPERSEDED SURVEY CONTROL
 CJ0478
 CJ0478  NGVD 29 (03/21/89)    6.978  (m)           22.89   (f) ADJUSTED    1 2
 CJ0478
 CJ0478.Superseded values are not recommended for survey control.
 CJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0478.See file dsdata.txt to determine how the superseded data were derived.
 CJ0478
 CJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS949333(NAD 83)
 CJ0478_MARKER: DJ = TIDAL STATION DISK
 CJ0478_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0478_SP_SET: ABUTMENT
 CJ0478_STAMPING: 5101 B 1976
 CJ0478_MARK LOGO: NOS   
 CJ0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0478+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0478
 CJ0478  HISTORY     - Date     Condition        Report By
 CJ0478  HISTORY     - 1976     MONUMENTED       NOS
 CJ0478  HISTORY     - 1983     GOOD             SCGS
 CJ0478  HISTORY     - 19920817 GOOD             NGS
 CJ0478
 CJ0478                          STATION DESCRIPTION
 CJ0478
 CJ0478'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0478'2.6 KM (1.6 MI) SOUTH FROM NORTH CHARLESTON.
 CJ0478'THE MARK IS 0.3 M ABOVE HIGHWAY 7.
 CJ0478'4.9 KILOMETERS (3.05 MILES) NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 CJ0478'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, SET IN THE SOUTHEAST
 CJ0478'CORNER OF THE MEMORIAL BRIDGE WHICH CROSSES THE ASHLEY RIVER.
 CJ0478
 CJ0478                          STATION RECOVERY (1992)
 CJ0478
 CJ0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0478'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 CJ0478'STATE HIGHWAY 61 IN ST. ANDREWS, IN TOP OF AND 1.2 M (3.9 FT)
 CJ0478'NORTHWEST OF THE SOUTHEAST END OF SOUTHWEST CONCRETE ABUTMENT OF THE
 CJ0478'MEMORIAL BRIDGE SPANNING THE ASHLEY RIVER, 6.5 M (21.3 FT) SOUTHEAST
 CJ0478'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M
 CJ0478'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0479 ***********************************************************************
 CJ0479  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0479  DESIGNATION -  866 5101 C TIDAL
 CJ0479  PID         -  CJ0479
 CJ0479  STATE/COUNTY-  SC/CHARLESTON
 CJ0479  USGS QUAD   -  CHARLESTON (1983)
 CJ0479
 CJ0479                         *CURRENT SURVEY CONTROL
 CJ0479  ___________________________________________________________________
 CJ0479* NAD 83(2001)-  32 50 02.89973(N)    079 59 10.16625(W)     ADJUSTED  
 CJ0479* NAVD 88     -         3.973  (meters)      13.03   (feet)  ADJUSTED  
 CJ0479  ___________________________________________________________________
 CJ0479  X           -     932,802.680 (meters)                     COMP
 CJ0479  Y           -  -5,282,723.200 (meters)                     COMP
 CJ0479  Z           -   3,438,501.490 (meters)                     COMP
 CJ0479  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 CJ0479  ELLIP HEIGHT-         -29.04  (meters)          (12/20/99) GPS OBS
 CJ0479  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CJ0479  DYNAMIC HT  -           3.968 (meters)      13.02  (feet)  COMP
 CJ0479  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CJ0479
 CJ0479  HORZ ORDER  -  FIRST
 CJ0479  VERT ORDER  -  FIRST     CLASS II
 CJ0479  ELLP ORDER  -  FOURTH    CLASS I
 CJ0479
 CJ0479.The horizontal coordinates were established by GPS observations
 CJ0479.and adjusted by the National Geodetic Survey in March 2004..
 CJ0479
 CJ0479.The orthometric height was determined by differential leveling
 CJ0479.and adjusted by the National Geodetic Survey in June 1991..
 CJ0479
 CJ0479.This Tidal Bench Mark is designated as VM 4135
 CJ0479.by the Center for Operational Oceanographic Products and Services.
 CJ0479
 CJ0479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0479
 CJ0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0479
 CJ0479.The ellipsoidal height was determined by GPS observations
 CJ0479.and is referenced to NAD 83.
 CJ0479
 CJ0479.The geoid height was determined by GEOID03.
 CJ0479
 CJ0479.The dynamic height is computed by dividing the NAVD 88
 CJ0479.geopotential number by the normal gravity value computed on the
 CJ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0479.degrees latitude (g = 980.6199 gals.).
 CJ0479
 CJ0479.The modeled gravity was interpolated from observed gravity values.
 CJ0479
 CJ0479;                    North         East     Units Scale Factor Converg.
 CJ0479;SPC SC       -   111,455.894   704,512.634   MT  0.99989905   +0 33 43.5
 CJ0479;SPC SC       -   365,668.94  2,311,393.16   iFT  0.99989905   +0 33 43.5
 CJ0479;UTM  17      - 3,633,355.023   594,887.826   MT  0.99971102   +0 32 59.1
 CJ0479
 CJ0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0479!SPC SC       -   1.00000456  x   0.99989905  =   0.99990361
 CJ0479!UTM  17      -   1.00000456  x   0.99971102  =   0.99971558
 CJ0479
 CJ0479                          SUPERSEDED SURVEY CONTROL
 CJ0479
 CJ0479  NAD 83(1995)-  32 50 02.89990(N)    079 59 10.16638(W) AD(       ) 1
 CJ0479  NAD 83(1986)-  32 50 02.91059(N)    079 59 10.16980(W) AD(       ) 1
 CJ0479  NGVD 29 (03/21/89)    4.270  (m)           14.01   (f) ADJUSTED    1 2
 CJ0479
 CJ0479.Superseded values are not recommended for survey control.
 CJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0479.See file dsdata.txt to determine how the superseded data were derived.
 CJ0479
 CJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS9488833355(NAD 83)
 CJ0479_MARKER: DJ = TIDAL STATION DISK
 CJ0479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0479_SP_SET: COPPER-CLAD STEEL ROD
 CJ0479_STAMPING: 5101 C 1976
 CJ0479_MARK LOGO: NOS   
 CJ0479_PROJECTION: FLUSH
 CJ0479_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0479+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0479_ROD/PIPE-DEPTH: 11.0 meters
 CJ0479
 CJ0479  HISTORY     - Date     Condition        Report By
 CJ0479  HISTORY     - 1976     MONUMENTED       NOS
 CJ0479  HISTORY     - 1983     GOOD             SCGS
 CJ0479  HISTORY     - 19910408 GOOD             SCGS
 CJ0479  HISTORY     - 19920817 GOOD             NGS
 CJ0479
 CJ0479                          STATION DESCRIPTION
 CJ0479
 CJ0479'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0479'2.6 KM (1.6 MI) SOUTH FROM NORTH CHARLESTON.
 CJ0479'THE MARK IS 0.6 M BELOW HIGHWAY 7.
 CJ0479'4.9 KILOMETERS (3.05 MILES) NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 CJ0479'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, SET NEAR A POWER POLE
 CJ0479'ON THE SOUTH SIDE OF THE MEMORIAL BRIDGE WHICH CROSSES THE ASHLEY
 CJ0479'RIVER, 52.7 METERS (173.0 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST
 CJ0479'CORNER OF THE BRIDGE, 13.1 METERS (43.0 FEET) EAST-SOUTHEAST OF THE
 CJ0479'APPROXIMATE CENTER OF THE NORTHBOUND LANE OF HIGHWAY 7, 3.7 METERS
 CJ0479'(12.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A SAND ROAD
 CJ0479'THAT LEADS UNDER THE BRIDGE, 2.3 METERS (7.6 FEET) NORTHEAST OF POWER
 CJ0479'POLE NUMBER 160727.
 CJ0479'THE MARK IS 2.2 METERS  NE FROM A WITNESS POST.
 CJ0479
 CJ0479                          STATION RECOVERY (1991)
 CJ0479
 CJ0479'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0479'RECOVERED IN GOOD CONDITION.
 CJ0479
 CJ0479                          STATION RECOVERY (1992)
 CJ0479
 CJ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0479'4.9 KM (3.05 MI) NORTHERLY ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 CJ0479'STATE HIGHWAY 61 IN ST. ANDREWS, 52.7 M (172.9 FT) SOUTH-SOUTHWEST
 CJ0479'OF THE SOUTHEAST CORNER OF MEMORIAL BRIDGE SPANNING THE ASHLEY RIVER,
 CJ0479'13.1 M (43.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 CJ0479'OF THE HIGHWAY, 6.7 M (22.0 FT) NORTHWEST OF THE CENTER OF A SAND
 CJ0479'ROAD, AND 2.2 M (7.2 FT) NORTHEAST OF UTILITY POLE NUMBER 160727 AND
 CJ0479'A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND
 CJ0479'IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH
 CJ0479'IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0480 ***********************************************************************
 CJ0480  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0480  DESIGNATION -  866 5101 D TIDAL
 CJ0480  PID         -  CJ0480
 CJ0480  STATE/COUNTY-  SC/CHARLESTON
 CJ0480  USGS QUAD   -  CHARLESTON (1983)
 CJ0480
 CJ0480                         *CURRENT SURVEY CONTROL
 CJ0480  ___________________________________________________________________
 CJ0480* NAD 83(1986)-  32 50 04.     (N)    079 59 09.     (W)     SCALED    
 CJ0480* NAVD 88     -         4.040  (meters)      13.25   (feet)  ADJUSTED  
 CJ0480  ___________________________________________________________________
 CJ0480  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CJ0480  DYNAMIC HT  -           4.035 (meters)      13.24  (feet)  COMP
 CJ0480  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CJ0480
 CJ0480  VERT ORDER  -  FIRST     CLASS II
 CJ0480
 CJ0480.The horizontal coordinates were scaled from a topographic map and have
 CJ0480.an estimated accuracy of +/- 6 seconds.
 CJ0480
 CJ0480.The orthometric height was determined by differential leveling
 CJ0480.and adjusted by the National Geodetic Survey in June 1991..
 CJ0480
 CJ0480.This Tidal Bench Mark is designated as VM 4136
 CJ0480.by the Center for Operational Oceanographic Products and Services.
 CJ0480
 CJ0480.The geoid height was determined by GEOID03.
 CJ0480
 CJ0480.The dynamic height is computed by dividing the NAVD 88
 CJ0480.geopotential number by the normal gravity value computed on the
 CJ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0480.degrees latitude (g = 980.6199 gals.).
 CJ0480
 CJ0480.The modeled gravity was interpolated from observed gravity values.
 CJ0480
 CJ0480;                    North         East    Units  Estimated Accuracy
 CJ0480;SPC SC       -   111,490.      704,540.      MT  (+/- 180 meters Scaled)
 CJ0480
 CJ0480                          SUPERSEDED SURVEY CONTROL
 CJ0480
 CJ0480  NGVD 29 (03/21/89)    4.337  (m)           14.23   (f) ADJUSTED    1 2
 CJ0480
 CJ0480.Superseded values are not recommended for survey control.
 CJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0480.See file dsdata.txt to determine how the superseded data were derived.
 CJ0480
 CJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS949333(NAD 83)
 CJ0480_MARKER: DJ = TIDAL STATION DISK
 CJ0480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0480_SP_SET: ABUTMENT
 CJ0480_STAMPING: 5101 D 1976
 CJ0480_MARK LOGO: NOS   
 CJ0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0480+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0480
 CJ0480  HISTORY     - Date     Condition        Report By
 CJ0480  HISTORY     - 1976     MONUMENTED       NOS
 CJ0480  HISTORY     - 1983     GOOD             SCGS
 CJ0480  HISTORY     - 19920817 GOOD             NGS
 CJ0480
 CJ0480                          STATION DESCRIPTION
 CJ0480
 CJ0480'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0480'2.6 KM (1.6 MI) SOUTH FROM NORTH CHARLESTON.
 CJ0480'THE MARK IS 3.7 M BELOW HIGHWAY.
 CJ0480'4.9 KILOMETERS (3.05 MILES) NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 CJ0480'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, SET IN THE SOUTHWEST
 CJ0480'CORNER OF THE MEMORIAL BRIDGE WHICH CROSSES THE ASHLEY RIVER, THIS
 CJ0480'MARK IS IN THE BASE OF THE BRIDGE 3.7 METERS (12.0 FEET) BELOW THE
 CJ0480'HIGHWAY.
 CJ0480
 CJ0480                          STATION RECOVERY (1992)
 CJ0480
 CJ0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0480'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 CJ0480'STATE HIGHWAY 61 IN ST. ANDREWS, IN TOP OF AND 0.2 M (0.7 FT)
 CJ0480'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 CJ0480'THE MEMORIAL BRIDGE SPANNING THE ASHLEY RIVER, 6.5 M (21.3 FT)
 CJ0480'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 CJ0480'AND 3.7 M (12.1 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0481 ***********************************************************************
 CJ0481  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0481  DESIGNATION -  866 5101 E TIDAL
 CJ0481  PID         -  CJ0481
 CJ0481  STATE/COUNTY-  SC/CHARLESTON
 CJ0481  USGS QUAD   -  CHARLESTON (1983)
 CJ0481
 CJ0481                         *CURRENT SURVEY CONTROL
 CJ0481  ___________________________________________________________________
 CJ0481* NAD 83(1986)-  32 50 04.     (N)    079 59 11.     (W)     SCALED    
 CJ0481* NAVD 88     -         3.500  (meters)      11.48   (feet)  ADJUSTED  
 CJ0481  ___________________________________________________________________
 CJ0481  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 CJ0481  DYNAMIC HT  -           3.496 (meters)      11.47  (feet)  COMP
 CJ0481  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CJ0481
 CJ0481  VERT ORDER  -  FIRST     CLASS II
 CJ0481
 CJ0481.The horizontal coordinates were scaled from a topographic map and have
 CJ0481.an estimated accuracy of +/- 6 seconds.
 CJ0481
 CJ0481.The orthometric height was determined by differential leveling
 CJ0481.and adjusted by the National Geodetic Survey in June 1991..
 CJ0481
 CJ0481.This Tidal Bench Mark is designated as VM 4137
 CJ0481.by the Center for Operational Oceanographic Products and Services.
 CJ0481
 CJ0481.The geoid height was determined by GEOID03.
 CJ0481
 CJ0481.The dynamic height is computed by dividing the NAVD 88
 CJ0481.geopotential number by the normal gravity value computed on the
 CJ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0481.degrees latitude (g = 980.6199 gals.).
 CJ0481
 CJ0481.The modeled gravity was interpolated from observed gravity values.
 CJ0481
 CJ0481;                    North         East    Units  Estimated Accuracy
 CJ0481;SPC SC       -   111,490.      704,490.      MT  (+/- 180 meters Scaled)
 CJ0481
 CJ0481                          SUPERSEDED SURVEY CONTROL
 CJ0481
 CJ0481  NGVD 29 (03/21/89)    3.797  (m)           12.46   (f) ADJUSTED    1 2
 CJ0481
 CJ0481.Superseded values are not recommended for survey control.
 CJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0481.See file dsdata.txt to determine how the superseded data were derived.
 CJ0481
 CJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS948333(NAD 83)
 CJ0481_MARKER: DJ = TIDAL STATION DISK
 CJ0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0481_SP_SET: STAINLESS STEEL ROD
 CJ0481_STAMPING: 5101 E 1976
 CJ0481_MARK LOGO: NOS   
 CJ0481_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0481+STABILITY: POSITION/ELEVATION WELL
 CJ0481_ROD/PIPE-DEPTH: 14.6 meters
 CJ0481
 CJ0481  HISTORY     - Date     Condition        Report By
 CJ0481  HISTORY     - 1976     MONUMENTED       NOS
 CJ0481  HISTORY     - 1983     GOOD             SCGS
 CJ0481  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0481
 CJ0481                          STATION DESCRIPTION
 CJ0481
 CJ0481'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0481'2.4 KM (1.5 MI) SOUTH FROM NORTH CHARLESTON.
 CJ0481'4.9 KILOMETERS (3.05 MILES) NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 CJ0481'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, SET NEAR A POWER POLE
 CJ0481'NUMBER 160729, 94.0 METERS (309.7 FEET) SOUTH-SOUTHWEST OF THE
 CJ0481'SOUTHWEST CORNER OF THE BRIDGE THAT CROSSES THE ASHLEY RIVER, 12.3
 CJ0481'METERS (40.8 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 CJ0481'SOUTHBOUND LANE OF HIGHWAY 7, 19.9 METERS (65.5 FEET) EAST-SOUTHEAST
 CJ0481'OF THE APPROXIMATE EDGE OF A 25-FOOT HIGH DIRT BANK, 1.5 METERS (5.0
 CJ0481'FEET) NORTH-NORTHEAST OF POWER POLE NUMBER 160729 WITH A WITNESS SIGN.
 CJ0481'THE MARK IS ABOVE LEVEL WITH HIGHWAY 7.
 CJ0481
 CJ0481                          STATION RECOVERY (1992)
 CJ0481
 CJ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0481'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0482 ***********************************************************************
 CJ0482  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0482  DESIGNATION -  866 5101 G TIDAL
 CJ0482  PID         -  CJ0482
 CJ0482  STATE/COUNTY-  SC/CHARLESTON
 CJ0482  USGS QUAD   -  CHARLESTON (1983)
 CJ0482
 CJ0482                         *CURRENT SURVEY CONTROL
 CJ0482  ___________________________________________________________________
 CJ0482* NAD 83(1986)-  32 49 46.     (N)    079 59 23.     (W)     SCALED    
 CJ0482* NAVD 88     -         4.160  (meters)      13.65   (feet)  ADJUSTED  
 CJ0482  ___________________________________________________________________
 CJ0482  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 CJ0482  DYNAMIC HT  -           4.155 (meters)      13.63  (feet)  COMP
 CJ0482  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 CJ0482
 CJ0482  VERT ORDER  -  FIRST     CLASS II
 CJ0482
 CJ0482.The horizontal coordinates were scaled from a topographic map and have
 CJ0482.an estimated accuracy of +/- 6 seconds.
 CJ0482
 CJ0482.The orthometric height was determined by differential leveling
 CJ0482.and adjusted by the National Geodetic Survey in June 1991..
 CJ0482
 CJ0482.This Tidal Bench Mark is designated as VM 17290
 CJ0482.by the Center for Operational Oceanographic Products and Services.
 CJ0482
 CJ0482.The geoid height was determined by GEOID03.
 CJ0482
 CJ0482.The dynamic height is computed by dividing the NAVD 88
 CJ0482.geopotential number by the normal gravity value computed on the
 CJ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0482.degrees latitude (g = 980.6199 gals.).
 CJ0482
 CJ0482.The modeled gravity was interpolated from observed gravity values.
 CJ0482
 CJ0482;                    North         East    Units  Estimated Accuracy
 CJ0482;SPC SC       -   110,930.      704,180.      MT  (+/- 180 meters Scaled)
 CJ0482
 CJ0482                          SUPERSEDED SURVEY CONTROL
 CJ0482
 CJ0482  NGVD 29 (03/21/89)    4.457  (m)           14.62   (f) ADJUSTED    1 2
 CJ0482
 CJ0482.Superseded values are not recommended for survey control.
 CJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0482.See file dsdata.txt to determine how the superseded data were derived.
 CJ0482
 CJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS945328(NAD 83)
 CJ0482_MARKER: DJ = TIDAL STATION DISK
 CJ0482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0482_SP_SET: STAINLESS STEEL ROD
 CJ0482_STAMPING: 5101 G 1983
 CJ0482_MARK LOGO: NOS   
 CJ0482_PROJECTION: FLUSH
 CJ0482_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0482+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0482_ROD/PIPE-DEPTH: 11.0 meters
 CJ0482
 CJ0482  HISTORY     - Date     Condition        Report By
 CJ0482  HISTORY     - 1983     MONUMENTED       NOS
 CJ0482  HISTORY     - 1983     GOOD             SCGS
 CJ0482  HISTORY     - 19920817 GOOD             NGS
 CJ0482
 CJ0482                          STATION DESCRIPTION
 CJ0482
 CJ0482'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0482'3.0 KM (1.9 MI) SOUTH FROM NORTH CHARLESTON.
 CJ0482'THE MARK IS 1.2 M ABOVE HIGHWAY 7.
 CJ0482'4.0 KILOMETERS (2.5 MILES) NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 CJ0482'JUNCTION OF STATE HIGHWAY 61 IN SAINT ANDREWS, SET NEAR A POWER POLE
 CJ0482'ACROSS FROM THE COASTAL CAROLINA COUNCIL BOY SCOUTS OF AMERICA
 CJ0482'ENTRANCE, 13.7 METERS (45.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE
 CJ0482'CENTER OF THE SOUTHBOUND LANE OF HIGHWAY 7, 21.3 METERS (70.0 FEET)
 CJ0482'EAST-SOUTHEAST OF THE APPROXIMATE EDGE OF A 15-FOOT HIGH DIRT BANK,
 CJ0482'1.9 METERS (6.2 FEET) WEST-NORTHWEST OF POWER POLE NUMBER 92636 WITH A
 CJ0482'WITNESS SIGN.
 CJ0482
 CJ0482                          STATION RECOVERY (1992)
 CJ0482
 CJ0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0482'4.3 KM (2.65 MI) NORTHERLY ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 CJ0482'STATE HIGHWAY 61 IN ST. ANDREWS, ACROSS THE HIGHWAY FROM THE COASTAL
 CJ0482'CAROLINA COUNCIL BOY SCOUTS OF AMERICA HEADQUARTERS, 13.7 M (44.9 FT)
 CJ0482'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 CJ0482'1.9 M (6.2 FT) NORTHWEST OF UTILITY POLE NUMBER 92636, 0.6 M (2.0 FT)
 CJ0482'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 CJ0482'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 CJ0482'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 CJ0482'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0283 ***********************************************************************
 CJ0283  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0283  DESIGNATION -  866 5167 A TIDAL
 CJ0283  PID         -  CJ0283
 CJ0283  STATE/COUNTY-  SC/CHARLESTON
 CJ0283  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0283
 CJ0283                         *CURRENT SURVEY CONTROL
 CJ0283  ___________________________________________________________________
 CJ0283* NAD 83(1986)-  32 49 38.     (N)    079 47 13.     (W)     SCALED    
 CJ0283* NAVD 88     -         1.585  (meters)       5.20   (feet)  ADJUSTED  
 CJ0283  ___________________________________________________________________
 CJ0283  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 CJ0283  DYNAMIC HT  -           1.583 (meters)       5.19  (feet)  COMP
 CJ0283  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 CJ0283
 CJ0283  VERT ORDER  -  FIRST     CLASS II
 CJ0283
 CJ0283.The horizontal coordinates were scaled from a topographic map and have
 CJ0283.an estimated accuracy of +/- 6 seconds.
 CJ0283
 CJ0283.The orthometric height was determined by differential leveling
 CJ0283.and adjusted by the National Geodetic Survey in June 1991..
 CJ0283
 CJ0283.This Tidal Bench Mark is designated as VM 4142
 CJ0283.by the Center for Operational Oceanographic Products and Services.
 CJ0283
 CJ0283.The geoid height was determined by GEOID03.
 CJ0283
 CJ0283.The dynamic height is computed by dividing the NAVD 88
 CJ0283.geopotential number by the normal gravity value computed on the
 CJ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0283.degrees latitude (g = 980.6199 gals.).
 CJ0283
 CJ0283.The modeled gravity was interpolated from observed gravity values.
 CJ0283
 CJ0283;                    North         East    Units  Estimated Accuracy
 CJ0283;SPC SC       -   110,890.      723,170.      MT  (+/- 180 meters Scaled)
 CJ0283
 CJ0283                          SUPERSEDED SURVEY CONTROL
 CJ0283
 CJ0283  NGVD 29 (03/21/89)    1.884  (m)            6.18   (f) ADJUSTED    1 2
 CJ0283
 CJ0283.Superseded values are not recommended for survey control.
 CJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0283.See file dsdata.txt to determine how the superseded data were derived.
 CJ0283
 CJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS135327(NAD 83)
 CJ0283_MARKER: DJ = TIDAL STATION DISK
 CJ0283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0283_SP_SET: COPPER-CLAD STEEL ROD
 CJ0283_STAMPING: 5167 A 1978
 CJ0283_MARK LOGO: NOS   
 CJ0283_PROJECTION: FLUSH
 CJ0283_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0283+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0283_ROD/PIPE-DEPTH: 11.3 meters
 CJ0283
 CJ0283  HISTORY     - Date     Condition        Report By
 CJ0283  HISTORY     - 1978     MONUMENTED       NOS
 CJ0283  HISTORY     - 1979     GOOD             NGS
 CJ0283  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0283  HISTORY     - 19920817 GOOD             NGS
 CJ0283
 CJ0283                          STATION DESCRIPTION
 CJ0283
 CJ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0283'7.6 MI NE FROM MOUNT PLEASANT.
 CJ0283'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0283'6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0283'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 0.7 MILE SOUTHEAST ALONG
 CJ0283'COUNTY ROAD S-10-504 (HAMLIN ROAD), THENCE 0.6 MILE SOUTHWEST ALONG
 CJ0283'RIFLE RANGE ROAD, AND THENCE 1.1 MILES SOUTHEAST ALONG A DIRT ROAD
 CJ0283'LEADING TO MR. 0.D. HAMLINS PRIVATE PIER, 43.5 FEET SOUTHWEST OF
 CJ0283'THREE FOOT HIGH SIXTEEN PALMETTO PILING OF THE NORTH DOCK, 30.4
 CJ0283'FEET NORTH OF THE NORTHWEST CORNER OF THE SOUTH DOCK, AND 19 FEET
 CJ0283'WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 CJ0283
 CJ0283                          STATION RECOVERY (1991)
 CJ0283
 CJ0283'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0283'MARK NOT FOUND.
 CJ0283
 CJ0283                          STATION RECOVERY (1992)
 CJ0283
 CJ0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0283'7.7 KM (4.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0283'OFFICE IN MOUNT PLEASANT, THENCE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG
 CJ0283'HAMLIN ROAD, THENCE 0.7 KM (0.45 MI) SOUTHWESTERLY ALONG COTTAGE
 CJ0283'LANE, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG A SAND ROAD, 9.8 M (32.2
 CJ0283'FT) NORTHWEST OF THE CENTER OF A WOODEN WALKWAY, 5.5 M (18.0 FT)
 CJ0283'SOUTHWEST OF AND LEVEL WITH THE ROAD CENTER, AND 0.4 M (1.3 FT)
 CJ0283'NORTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 CJ0283'PVC PIPE AND IS RECESSED 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0282 ***********************************************************************
 CJ0282  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0282  DESIGNATION -  866 5167 C TIDAL
 CJ0282  PID         -  CJ0282
 CJ0282  STATE/COUNTY-  SC/CHARLESTON
 CJ0282  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0282
 CJ0282                         *CURRENT SURVEY CONTROL
 CJ0282  ___________________________________________________________________
 CJ0282* NAD 83(1986)-  32 49 44.     (N)    079 47 23.     (W)     SCALED    
 CJ0282* NAVD 88     -         1.206  (meters)       3.96   (feet)  ADJUSTED  
 CJ0282  ___________________________________________________________________
 CJ0282  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 CJ0282  DYNAMIC HT  -           1.205 (meters)       3.95  (feet)  COMP
 CJ0282  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 CJ0282
 CJ0282  VERT ORDER  -  FIRST     CLASS II
 CJ0282
 CJ0282.The horizontal coordinates were scaled from a topographic map and have
 CJ0282.an estimated accuracy of +/- 6 seconds.
 CJ0282
 CJ0282.The orthometric height was determined by differential leveling
 CJ0282.and adjusted by the National Geodetic Survey in June 1991..
 CJ0282
 CJ0282.This Tidal Bench Mark is designated as VM 4143
 CJ0282.by the Center for Operational Oceanographic Products and Services.
 CJ0282
 CJ0282.The geoid height was determined by GEOID03.
 CJ0282
 CJ0282.The dynamic height is computed by dividing the NAVD 88
 CJ0282.geopotential number by the normal gravity value computed on the
 CJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0282.degrees latitude (g = 980.6199 gals.).
 CJ0282
 CJ0282.The modeled gravity was interpolated from observed gravity values.
 CJ0282
 CJ0282;                    North         East    Units  Estimated Accuracy
 CJ0282;SPC SC       -   111,070.      722,910.      MT  (+/- 180 meters Scaled)
 CJ0282
 CJ0282                          SUPERSEDED SURVEY CONTROL
 CJ0282
 CJ0282  NGVD 29 (03/21/89)    1.506  (m)            4.94   (f) ADJUSTED    1 2
 CJ0282
 CJ0282.Superseded values are not recommended for survey control.
 CJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0282.See file dsdata.txt to determine how the superseded data were derived.
 CJ0282
 CJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS132329(NAD 83)
 CJ0282_MARKER: DJ = TIDAL STATION DISK
 CJ0282_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0282_SP_SET: COPPER-CLAD STEEL ROD
 CJ0282_STAMPING: 5167 C 1978
 CJ0282_PROJECTION: FLUSH
 CJ0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0282_ROD/PIPE-DEPTH: 11.3 meters
 CJ0282
 CJ0282  HISTORY     - Date     Condition        Report By
 CJ0282  HISTORY     - 1978     MONUMENTED       NOS
 CJ0282  HISTORY     - 1979     GOOD             NGS
 CJ0282  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0282  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0282
 CJ0282                          STATION DESCRIPTION
 CJ0282
 CJ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0282'7.4 MI NE FROM MOUNT PLEASANT.
 CJ0282'6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE
 CJ0282'MOULTRIE MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 0.7 MILE SOUTHEAST
 CJ0282'ALONG COUNTY ROAD S-10-504 (HAMLIN ROAD), THENCE 0.6 MILE SOUTHWEST
 CJ0282'ALONG RIFLE RANGE ROAD, AND THENCE 0.9 MILE SOUTHEAST ALONG A DIRT
 CJ0282'ROAD LEADING TO MR. 0.D. HAMLINS PRIVATE PIER, 24 FEET SOUTHWEST OF
 CJ0282'THE CENNERLINE OF THE ROAD, 17 FEET EAST-SOUTHEAST OF AN 18 INCH
 CJ0282'PALMETTO TREE, 9.5 FEET EAST OF THE NORTHEAST POLE OF A SHED OF
 CJ0282'POLES, AND 6.5 FEET NORTHEAST OF THE SOUTHEAST POLE OF A SHED OF
 CJ0282'POLES.
 CJ0282'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0282
 CJ0282                          STATION RECOVERY (1991)
 CJ0282
 CJ0282'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0282'MARK NOT FOUND.
 CJ0282
 CJ0282                          STATION RECOVERY (1992)
 CJ0282
 CJ0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0282'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0281 ***********************************************************************
 CJ0281  DESIGNATION -  866 5167 D TIDAL
 CJ0281  PID         -  CJ0281
 CJ0281  STATE/COUNTY-  SC/CHARLESTON
 CJ0281  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0281
 CJ0281                         *CURRENT SURVEY CONTROL
 CJ0281  ___________________________________________________________________
 CJ0281* NAD 83(1986)-  32 49 45.     (N)    079 47 23.     (W)     SCALED    
 CJ0281* NAVD 88     -         1.515  (meters)       4.97   (feet)  ADJUSTED  
 CJ0281  ___________________________________________________________________
 CJ0281  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 CJ0281  DYNAMIC HT  -           1.513 (meters)       4.96  (feet)  COMP
 CJ0281  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 CJ0281
 CJ0281  VERT ORDER  -  FIRST     CLASS II
 CJ0281
 CJ0281.The horizontal coordinates were scaled from a topographic map and have
 CJ0281.an estimated accuracy of +/- 6 seconds.
 CJ0281
 CJ0281.The orthometric height was determined by differential leveling
 CJ0281.and adjusted by the National Geodetic Survey in June 1991..
 CJ0281
 CJ0281.The geoid height was determined by GEOID03.
 CJ0281
 CJ0281.The dynamic height is computed by dividing the NAVD 88
 CJ0281.geopotential number by the normal gravity value computed on the
 CJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0281.degrees latitude (g = 980.6199 gals.).
 CJ0281
 CJ0281.The modeled gravity was interpolated from observed gravity values.
 CJ0281
 CJ0281;                    North         East    Units  Estimated Accuracy
 CJ0281;SPC SC       -   111,100.      722,910.      MT  (+/- 180 meters Scaled)
 CJ0281
 CJ0281                          SUPERSEDED SURVEY CONTROL
 CJ0281
 CJ0281  NGVD 29 (03/21/89)    1.814  (m)            5.95   (f) ADJUSTED    1 2
 CJ0281
 CJ0281.Superseded values are not recommended for survey control.
 CJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0281.See file dsdata.txt to determine how the superseded data were derived.
 CJ0281
 CJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS132329(NAD 83)
 CJ0281_MARKER: DB = BENCH MARK DISK
 CJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0281_SP_SET: CONCRETE POST
 CJ0281_STAMPING: 5167 D 1978
 CJ0281_PROJECTION: FLUSH
 CJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0281+STABILITY: SURFACE MOTION
 CJ0281
 CJ0281  HISTORY     - Date     Condition        Report By
 CJ0281  HISTORY     - 1978     MONUMENTED       NOS
 CJ0281  HISTORY     - 1979     GOOD             NGS
 CJ0281  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0281  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0281
 CJ0281                          STATION DESCRIPTION
 CJ0281
 CJ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0281'7.3 MI NE FROM MOUNT PLEASANT.
 CJ0281'6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0281'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 0.7 MILE SOUTHEAST ALONG
 CJ0281'COUNTY ROAD S-10-504 (HAMLING ROAD), THENCE 0.6 MILE SOUTHWEST ALONG
 CJ0281'RIFLE RANGE ROAD, AND THENCE 0.9 MILE SOUTHEAST ALONG A DIRT ROAD
 CJ0281'LEADING TO MR. O.D. HAMLINS PRIVATE PIER, 131.7 FEET SOUTH-SOUTHEAST
 CJ0281'OF BM 866-5167 E, 25.7 FEET NORTHWEST OF THE CENTERLINE OF A
 CJ0281'DRAINAGE DITCH, 10 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 CJ0281'AND 6 FEET NORTHEAST OF A 12 INCH OAK TREE.
 CJ0281'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0281
 CJ0281                          STATION RECOVERY (1991)
 CJ0281
 CJ0281'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0281'MARK NOT FOUND.
 CJ0281
 CJ0281                          STATION RECOVERY (1992)
 CJ0281
 CJ0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0281'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0279 ***********************************************************************
 CJ0279  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0279  DESIGNATION -  866 5167 E TIDAL
 CJ0279  PID         -  CJ0279
 CJ0279  STATE/COUNTY-  SC/CHARLESTON
 CJ0279  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0279
 CJ0279                         *CURRENT SURVEY CONTROL
 CJ0279  ___________________________________________________________________
 CJ0279* NAD 83(1986)-  32 49 46.     (N)    079 47 23.     (W)     SCALED    
 CJ0279* NAVD 88     -         1.574  (meters)       5.16   (feet)  ADJUSTED  
 CJ0279  ___________________________________________________________________
 CJ0279  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 CJ0279  DYNAMIC HT  -           1.573 (meters)       5.16  (feet)  COMP
 CJ0279  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 CJ0279
 CJ0279  VERT ORDER  -  FIRST     CLASS II
 CJ0279
 CJ0279.The horizontal coordinates were scaled from a topographic map and have
 CJ0279.an estimated accuracy of +/- 6 seconds.
 CJ0279
 CJ0279.The orthometric height was determined by differential leveling
 CJ0279.and adjusted by the National Geodetic Survey in June 1991..
 CJ0279
 CJ0279.This Tidal Bench Mark is designated as VM 4144
 CJ0279.by the Center for Operational Oceanographic Products and Services.
 CJ0279
 CJ0279.The geoid height was determined by GEOID03.
 CJ0279
 CJ0279.The dynamic height is computed by dividing the NAVD 88
 CJ0279.geopotential number by the normal gravity value computed on the
 CJ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0279.degrees latitude (g = 980.6199 gals.).
 CJ0279
 CJ0279.The modeled gravity was interpolated from observed gravity values.
 CJ0279
 CJ0279;                    North         East    Units  Estimated Accuracy
 CJ0279;SPC SC       -   111,130.      722,910.      MT  (+/- 180 meters Scaled)
 CJ0279
 CJ0279                          SUPERSEDED SURVEY CONTROL
 CJ0279
 CJ0279  NGVD 29 (03/21/89)    1.873  (m)            6.14   (f) ADJUSTED    1 2
 CJ0279
 CJ0279.Superseded values are not recommended for survey control.
 CJ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0279.See file dsdata.txt to determine how the superseded data were derived.
 CJ0279
 CJ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS132330(NAD 83)
 CJ0279_MARKER: DJ = TIDAL STATION DISK
 CJ0279_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0279_SP_SET: COPPER-CLAD STEEL ROD
 CJ0279_STAMPING: 5167 E 1978
 CJ0279_PROJECTION: FLUSH
 CJ0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0279_ROD/PIPE-DEPTH: 11.3 meters
 CJ0279
 CJ0279  HISTORY     - Date     Condition        Report By
 CJ0279  HISTORY     - 1978     MONUMENTED       NOS
 CJ0279  HISTORY     - 1979     GOOD             NGS
 CJ0279  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0279  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0279
 CJ0279                          STATION DESCRIPTION
 CJ0279
 CJ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0279'MOUNT PLEASANT.
 CJ0279'6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0279'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 0.7 MILE SOUTHEAST ALONG
 CJ0279'COUNTY ROAD S-10-504 (HAMLIN ROAD), THENCE 0.6 MILE SOUTHWEST ALONG
 CJ0279'RIFLE RANGE ROAD, AND THENCE 0.9 MILE SOUTHEAST ALONG A DIRT ROAD
 CJ0279'LEADING TO MR. O.D. HAMLINS PRIVATE PIER, 76 FEET WEST-SOUTHWEST OF
 CJ0279'AN ELECTRIC SEVICE POLE FOR A HOUSE TRAILER, 61.2 FEET NORTHEAST
 CJ0279'OF THE CENTER OF THE DIRT ROAD, AND 9 FEET WEST-SOUTHWEST OF POWER
 CJ0279'POLE NUMBER 204090.
 CJ0279'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0279
 CJ0279                          STATION RECOVERY (1991)
 CJ0279
 CJ0279'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0279'MARK NOT FOUND.
 CJ0279
 CJ0279                          STATION RECOVERY (1992)
 CJ0279
 CJ0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0279'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0280 ***********************************************************************
 CJ0280  DESIGNATION -  866 5167 F TIDAL
 CJ0280  PID         -  CJ0280
 CJ0280  STATE/COUNTY-  SC/CHARLESTON
 CJ0280  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0280
 CJ0280                         *CURRENT SURVEY CONTROL
 CJ0280  ___________________________________________________________________
 CJ0280* NAD 83(1986)-  32 49 46.     (N)    079 47 22.     (W)     SCALED    
 CJ0280* NAVD 88     -         1.602  (meters)       5.26   (feet)  ADJUSTED  
 CJ0280  ___________________________________________________________________
 CJ0280  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 CJ0280  DYNAMIC HT  -           1.600 (meters)       5.25  (feet)  COMP
 CJ0280  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 CJ0280
 CJ0280  VERT ORDER  -  FIRST     CLASS II
 CJ0280
 CJ0280.The horizontal coordinates were scaled from a topographic map and have
 CJ0280.an estimated accuracy of +/- 6 seconds.
 CJ0280
 CJ0280.The orthometric height was determined by differential leveling
 CJ0280.and adjusted by the National Geodetic Survey in June 1991..
 CJ0280
 CJ0280.The geoid height was determined by GEOID03.
 CJ0280
 CJ0280.The dynamic height is computed by dividing the NAVD 88
 CJ0280.geopotential number by the normal gravity value computed on the
 CJ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0280.degrees latitude (g = 980.6199 gals.).
 CJ0280
 CJ0280.The modeled gravity was interpolated from observed gravity values.
 CJ0280
 CJ0280;                    North         East    Units  Estimated Accuracy
 CJ0280;SPC SC       -   111,130.      722,930.      MT  (+/- 180 meters Scaled)
 CJ0280
 CJ0280                          SUPERSEDED SURVEY CONTROL
 CJ0280
 CJ0280  NGVD 29 (03/21/89)    1.901  (m)            6.24   (f) ADJUSTED    1 2
 CJ0280
 CJ0280.Superseded values are not recommended for survey control.
 CJ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0280.See file dsdata.txt to determine how the superseded data were derived.
 CJ0280
 CJ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS133330(NAD 83)
 CJ0280_MARKER: DJ = TIDAL STATION DISK
 CJ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0280_SP_SET: CONCRETE POST
 CJ0280_STAMPING: 5167 F 1978
 CJ0280_PROJECTION: FLUSH
 CJ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0280+STABILITY: SURFACE MOTION
 CJ0280
 CJ0280  HISTORY     - Date     Condition        Report By
 CJ0280  HISTORY     - 1978     MONUMENTED       NOS
 CJ0280  HISTORY     - 1979     GOOD             NGS
 CJ0280  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0280  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0280
 CJ0280                          STATION DESCRIPTION
 CJ0280
 CJ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0280'7.3 MI NE FROM MOUNT PLEASANT.
 CJ0280'6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0280'MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 0.7 MILE SOUTHEAST ALONG
 CJ0280'COUNTY ROAD S-10-504 (HAMLIN ROAD), THENCE 0.6 MILE SOUTHWEST ALONG
 CJ0280'RIFLE RANGE ROAD, AND THENCE 0.9 MILE SOUTHEAST ALONG A DIRT ROAD
 CJ0280'LEADING TO MR. 0.D. HAMLINS PRIVATE PIER, 103 FEET NORTHEAST OF
 CJ0280'866-5167 E, 99.6 FEET NORTHEAST OF POWER POLE NUMBER 204090, 99.6
 CJ0280'FEET NORTH OF THE CENTERLINE OF THE ROAD, 29.9 FEET WEST OF A 36
 CJ0280'INCH PINE TREE, AND 1.7 FEET SOUTHEAST OF THE SOUTHEAST POST OF THE
 CJ0280'PORCH OF A MOBILE HOME.
 CJ0280'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0280
 CJ0280                          STATION RECOVERY (1991)
 CJ0280
 CJ0280'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0280'MARK NOT FOUND.
 CJ0280
 CJ0280                          STATION RECOVERY (1992)
 CJ0280
 CJ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0280'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0296 ***********************************************************************
 CJ0296  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0296  DESIGNATION -  866 5192 D TIDAL
 CJ0296  PID         -  CJ0296
 CJ0296  STATE/COUNTY-  SC/CHARLESTON
 CJ0296  USGS QUAD   -  CHARLESTON (1983)
 CJ0296
 CJ0296                         *CURRENT SURVEY CONTROL
 CJ0296  ___________________________________________________________________
 CJ0296* NAD 83(2001)-  32 49 16.45530(N)    079 53 52.72360(W)     ADJUSTED  
 CJ0296* NAVD 88     -         3.365  (meters)      11.04   (feet)  ADJUSTED  
 CJ0296  ___________________________________________________________________
 CJ0296  X           -     941,067.647 (meters)                     COMP
 CJ0296  Y           -  -5,282,044.337 (meters)                     COMP
 CJ0296  Z           -   3,437,298.806 (meters)                     COMP
 CJ0296  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CJ0296  ELLIP HEIGHT-         -29.80  (meters)          (03/13/03) GPS OBS
 CJ0296  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 CJ0296  DYNAMIC HT  -           3.362 (meters)      11.03  (feet)  COMP
 CJ0296  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CJ0296
 CJ0296  HORZ ORDER  -  FIRST
 CJ0296  VERT ORDER  -  FIRST     CLASS II
 CJ0296  ELLP ORDER  -  FOURTH    CLASS II
 CJ0296
 CJ0296.The horizontal coordinates were established by GPS observations
 CJ0296.and adjusted by the National Geodetic Survey in March 2003..
 CJ0296
 CJ0296.The orthometric height was determined by differential leveling
 CJ0296.and adjusted by the National Geodetic Survey in June 1991..
 CJ0296
 CJ0296.This Tidal Bench Mark is designated as VM 4147
 CJ0296.by the Center for Operational Oceanographic Products and Services.
 CJ0296
 CJ0296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0296
 CJ0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0296
 CJ0296.The ellipsoidal height was determined by GPS observations
 CJ0296.and is referenced to NAD 83.
 CJ0296
 CJ0296.The geoid height was determined by GEOID03.
 CJ0296
 CJ0296.The dynamic height is computed by dividing the NAVD 88
 CJ0296.geopotential number by the normal gravity value computed on the
 CJ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0296.degrees latitude (g = 980.6199 gals.).
 CJ0296
 CJ0296.The modeled gravity was interpolated from observed gravity values.
 CJ0296
 CJ0296;                    North         East     Units Scale Factor Converg.
 CJ0296;SPC SC       -   110,109.856   712,782.572   MT  0.99990233   +0 36 39.5
 CJ0296;SPC SC       -   361,252.81  2,338,525.50   iFT  0.99990233   +0 36 39.5
 CJ0296;UTM  17      - 3,632,007.358   603,155.973   MT  0.99973121   +0 35 50.5
 CJ0296
 CJ0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0296!SPC SC       -   1.00000468  x   0.99990233  =   0.99990701
 CJ0296!UTM  17      -   1.00000468  x   0.99973121  =   0.99973589
 CJ0296
 CJ0296|---------------------------------------------------------------------|
 CJ0296| PID    Reference Object                     Distance      Geod. Az  |
 CJ0296|                                                           dddmmss.s |
 CJ0296| DE6542 SUE L                               110.496 METERS 35135     |
 CJ0296|---------------------------------------------------------------------|
 CJ0296
 CJ0296                          SUPERSEDED SURVEY CONTROL
 CJ0296
 CJ0296  NAD 83(1995)-  32 49 16.45543(N)    079 53 52.72449(W) AD(       ) 1
 CJ0296  NAD 83(1986)-  32 49 16.46616(N)    079 53 52.72805(W) AD(       ) 1
 CJ0296  ELLIP H (08/20/02)  -29.83   (m)                       GP(       ) 4 1
 CJ0296  NAVD 88 (08/20/02)    3.37   (m)           11.1    (f) LEVELING    3  
 CJ0296  NGVD 29 (03/21/89)    3.666  (m)           12.03   (f) ADJUSTED    1 2
 CJ0296
 CJ0296.Superseded values are not recommended for survey control.
 CJ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0296.See file dsdata.txt to determine how the superseded data were derived.
 CJ0296
 CJ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0315632007(NAD 83)
 CJ0296_MARKER: DJ = TIDAL STATION DISK
 CJ0296_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0296_SP_SET: COPPER-CLAD STEEL ROD
 CJ0296_STAMPING: 5192 D 1976
 CJ0296_MARK LOGO: NOS   
 CJ0296_PROJECTION: FLUSH
 CJ0296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0296+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2004
 CJ0296_ROD/PIPE-DEPTH: 14.6 meters
 CJ0296
 CJ0296  HISTORY     - Date     Condition        Report By
 CJ0296  HISTORY     - 1976     MONUMENTED       NOS
 CJ0296  HISTORY     - 1979     GOOD             NGS
 CJ0296  HISTORY     - 19910605 GOOD             USPSQD
 CJ0296  HISTORY     - 19920817 GOOD             NGS
 CJ0296  HISTORY     - 20020430 GOOD             SCGS
 CJ0296  HISTORY     - 20040112 GOOD             SCGS
 CJ0296
 CJ0296                          STATION DESCRIPTION
 CJ0296
 CJ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0296'4.2 MI NW FROM MOUNT PLEASANT.
 CJ0296'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0296'1.6 MILES NORTHWEST ALONG U.S. HIGHWAYS 17 AND 701 BUSINESS FROM THE
 CJ0296'MOULTRIE MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 1.2 MILES NORTHEAST
 CJ0296'ALONG MATHIS FERRY ROAD, AND THENCE 1.3 MILES NORTH AND NORTHWEST
 CJ0296'ALONG HOBCAW ROAD TO HOBCAW POINT.  SET IN THE NORTHEAST CORNER OF
 CJ0296'THE LAWN OF THE HOBCAW YACHT CLUBHOUSE, 19 FEET NORTH OF THE
 CJ0296'CENTERLINE OF THE ROAD, 38.5 FEET NORTHWEST OF THE CENTER OF A
 CJ0296'PAVED ROAD TO THE HOBCAW YACHT CLUB DOCK, AND 2.3 FEET NORTHWEST OF
 CJ0296'POWER POLE NUMBER 253102.
 CJ0296
 CJ0296                          STATION RECOVERY (1991)
 CJ0296
 CJ0296'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0296'RECOVERED IN GOOD CONDITION.
 CJ0296
 CJ0296                          STATION RECOVERY (1992)
 CJ0296
 CJ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0296'2.8 KM (1.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0296'OFFICE IN MOUNT PLEASANT, THENCE 1.2 KM (0.75 MI) NORTHEASTERLY ALONG
 CJ0296'MATHIS FERRY ROAD, THENCE 0.6 M (2.0 FT) NORTHERLY ALONG MURHEAD
 CJ0296'ROAD, THENCE 1.6 KM (1.00 MI) NORTHWESTERLY ALONG HOBCAW ROAD, 35.3 M
 CJ0296'(115.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOBCAW YACHT
 CJ0296'CLUB, 11.3 M (37.1 FT) WEST OF THE CENTER OF A DRIVEWAY, 5.8 M (19.0
 CJ0296'FT) NORTH OF THE ROAD CENTER, 0.7 M (2.3 FT) NORTH-NORTHEAST OF
 CJ0296'UTILITY POLE NUMBER 167818, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 CJ0296'ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH
 CJ0296'WITH THE GROUND SURFACE.
 CJ0296
 CJ0296                          STATION RECOVERY (2002)
 CJ0296
 CJ0296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CJ0296'STATION IS LOCATED 2.8 MILES NORTHWEST OF MOUNT PLEASANT, 3.75 MILES
 CJ0296'NORTH NORTHEAST
 CJ0296'OF CHARLESTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION,  P.O.
 CJ0296'BOX 191,
 CJ0296'COLUMBIA, SC 29202, PHONE 803-737-1350.
 CJ0296'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ,  STATE
 CJ0296'HIGHWAY 703 BYPASS
 CJ0296'(JOHNNIE DODDS BOULEVARD) AND STATE ROADS 56 (MATHIS FERRY ROAD, 2475
 CJ0296'(HOUSTON
 CJ0296'NORTHCUTT BOULEVARD), 1.8 MILES WEST NORTHWEST OF MOUNT PLEASANT, GO
 CJ0296'NORTH
 CJ0296'NORTHWEST ON ROAD 56 FOR 0.75 MILE TO THE JUNCTION OF STATE ROAD 503
 CJ0296'(MUIRHEAD ROAD),
 CJ0296'TURN LEFT ON ROAD 503 FOR 0.4 MILE TO THE JUNCTION OF HOBCAW DRIVE,
 CJ0296'BEAR LEFT ON
 CJ0296'HOBCAW DRIVE FOR 1.0 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE
 CJ0296'IN THE
 CJ0296'NORTHWEST ANGLE OF A CONCRETE DRIVE TO THE HOBCAW YACHT CLUB BOAT
 CJ0296'LAUNCH.
 CJ0296'STATION IS A DISK ATTACHED TO A COPPER-CLAD STEEL ROD FLUSH WITH THE
 CJ0296'GROUND
 CJ0296'AND LEVEL WITH THE ROAD, 19.6 FEET NORTH OF THE CENTER OF THE ROAD,
 CJ0296'15.3 FEET
 CJ0296'WEST OF THE WEST EDGE OF THE CONCRETE DRIVE, 2.4 FEET NORTH NORTHEAST
 CJ0296'OF THE
 CJ0296'POWER POLE NUMBER 167818 WITH TWO TRANSFORMERS, A SECURITY LIGHT AND
 CJ0296'GUY
 CJ0296'WIRE, 8.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A METAL DRAIN
 CJ0296'GRATE, 19.9
 CJ0296'FEET EAST OF THE EAST CORNER OF A WOODEN SIGN POST FOR HOBCAW YACHT
 CJ0296'CLUB.
 CJ0296'RECOVERED BY T. HALL.
 CJ0296' 
 CJ0296' 
 CJ0296' 
 CJ0296' 
 CJ0296'
 CJ0296
 CJ0296                          STATION RECOVERY (2004)
 CJ0296
 CJ0296'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CJ0296'STATION IS LOCATED 2.8 MILES NORTHWEST OF MOUNT PLEASANT, 3.75 MILES
 CJ0296'NORTH NORTHEAST  OF CHARLESTON. OWNERSHIP--SCDOT, DIRECTOR OF
 CJ0296'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 CJ0296'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CJ0296'17, STATE HIGHWAY 703 BYPASS  (JOHNNIE DODDS BOULEVARD) AND STATE
 CJ0296'ROADS 56 (MATHIS FERRY ROAD) AND 2475 (HOUSTON  NORTHCUTT BOULEVARD),
 CJ0296'1.8 MILES WEST NORTHWEST OF MOUNT PLEASANT, GO NORTH  NORTHWEST ON
 CJ0296'ROAD 56 FOR 0.75 MILE TO THE JUNCTION OF STATE ROAD 503 (MUIRHEAD
 CJ0296'ROAD),  TURN LEFT ON ROAD 503 FOR 0.4 MILE TO THE JUNCTION OF HOBCAW
 CJ0296'DRIVE, BEAR LEFT ON HOBCAW  DRIVE FOR 1.0 MILE TO THE STATION ON THE
 CJ0296'LEFT NEAR A POWER POLE IN THE NORTHWEST ANGLE  OF A CONCRETE DRIVE TO
 CJ0296'THE HOBCAW YACHT CLUB BOAT LANDING. STATION IS A DISK ATTACHED TO A
 CJ0296'COPPER-CLAD ROD FLUSH WITH THE GROUND AND  LEVEL WITH THE ROAD, 16.0
 CJ0296'FEET WEST OF THE WEST EDGE OF THE CONCRETE DRIVE, 6.8  FEET EAST
 CJ0296'NORTHEAST OF THE POWER POLE NUMBER 167818 WITH A SECURITY LIGHT,  TWO
 CJ0296'TRANSFORMERS AND TWO GUY WIRES, 1.7 FEET NORTHEAST OF A 2.0-FOOT TALL
 CJ0296'CYLINDRICAL TELEPHONE JUNCTION BOX, 1.9 FEET NORTH OF THE NORTHEAST
 CJ0296'CORNER  OF A RECTANGULAR ELECTRICAL BOX, 19.5 FEET NORTH OF THE CENTER
 CJ0296'OF THE ROAD, 7.9  FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF A
 CJ0296'METAL DRAIN GRATE. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0295 ***********************************************************************
 CJ0295  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0295  DESIGNATION -  866 5192 E TIDAL
 CJ0295  PID         -  CJ0295
 CJ0295  STATE/COUNTY-  SC/CHARLESTON
 CJ0295  USGS QUAD   -  CHARLESTON (1983)
 CJ0295
 CJ0295                         *CURRENT SURVEY CONTROL
 CJ0295  ___________________________________________________________________
 CJ0295* NAD 83(1986)-  32 49 14.     (N)    079 53 53.     (W)     SCALED    
 CJ0295* NAVD 88     -         3.814  (meters)      12.51   (feet)  ADJUSTED  
 CJ0295  ___________________________________________________________________
 CJ0295  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 CJ0295  DYNAMIC HT  -           3.810 (meters)      12.50  (feet)  COMP
 CJ0295  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 CJ0295
 CJ0295  VERT ORDER  -  FIRST     CLASS II
 CJ0295
 CJ0295.The horizontal coordinates were scaled from a topographic map and have
 CJ0295.an estimated accuracy of +/- 6 seconds.
 CJ0295
 CJ0295.The orthometric height was determined by differential leveling
 CJ0295.and adjusted by the National Geodetic Survey in June 1991..
 CJ0295
 CJ0295.This Tidal Bench Mark is designated as VM 4148
 CJ0295.by the Center for Operational Oceanographic Products and Services.
 CJ0295
 CJ0295.The geoid height was determined by GEOID03.
 CJ0295
 CJ0295.The dynamic height is computed by dividing the NAVD 88
 CJ0295.geopotential number by the normal gravity value computed on the
 CJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0295.degrees latitude (g = 980.6199 gals.).
 CJ0295
 CJ0295.The modeled gravity was interpolated from observed gravity values.
 CJ0295
 CJ0295;                    North         East    Units  Estimated Accuracy
 CJ0295;SPC SC       -   110,030.      712,780.      MT  (+/- 180 meters Scaled)
 CJ0295
 CJ0295                          SUPERSEDED SURVEY CONTROL
 CJ0295
 CJ0295  NGVD 29 (03/21/89)    4.115  (m)           13.50   (f) ADJUSTED    1 2
 CJ0295
 CJ0295.Superseded values are not recommended for survey control.
 CJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0295.See file dsdata.txt to determine how the superseded data were derived.
 CJ0295
 CJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS031319(NAD 83)
 CJ0295_MARKER: DJ = TIDAL STATION DISK
 CJ0295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0295_SP_SET: COPPER-CLAD STEEL ROD
 CJ0295_STAMPING: 5192 E 1976
 CJ0295_PROJECTION: FLUSH
 CJ0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0295_ROD/PIPE-DEPTH: 14.6 meters
 CJ0295
 CJ0295  HISTORY     - Date     Condition        Report By
 CJ0295  HISTORY     - 1976     MONUMENTED       NOS
 CJ0295  HISTORY     - 1979     GOOD             NGS
 CJ0295  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0295  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0295
 CJ0295                          STATION DESCRIPTION
 CJ0295
 CJ0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0295'4.1 MI NW FROM MOUNT PLEASANT.
 CJ0295'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 17 AND 701 BUSINESS FROM THE
 CJ0295'MOULTRIE MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 1.2 MILES NORTHEAST
 CJ0295'ALONG MATHIS FERRY ROAD, AND THENCE 1.3 MILES NORTH AND NORTHWEST
 CJ0295'ALONG HOBCAW ROAD TO HOBCAW POINT, 60 FEET SOUTH-SOUTHWEST OF THE
 CJ0295'SOUTHWEST CORNER OF THE HOUSE AT 130 HOBCAW DRIVE, 32 FEET NORTHEAST
 CJ0295'OF THE CENTERLINE OF THE DRIVE, 28 FEET SOUTHEAST OF THE CONCRETE
 CJ0295'DRIVEWAY, AND 3 FEET SOUTHWEST OF POWER POLE C 28713.
 CJ0295'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 CJ0295
 CJ0295                          STATION RECOVERY (1991)
 CJ0295
 CJ0295'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0295'MARK NOT FOUND.
 CJ0295
 CJ0295                          STATION RECOVERY (1992)
 CJ0295
 CJ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0295'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0298 ***********************************************************************
 CJ0298  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0298  DESIGNATION -  866 5192 F TIDAL
 CJ0298  PID         -  CJ0298
 CJ0298  STATE/COUNTY-  SC/CHARLESTON
 CJ0298  USGS QUAD   -  CHARLESTON (1983)
 CJ0298
 CJ0298                         *CURRENT SURVEY CONTROL
 CJ0298  ___________________________________________________________________
 CJ0298* NAD 83(1986)-  32 49 15.     (N)    079 53 58.     (W)     SCALED    
 CJ0298* NAVD 88     -         1.294  (meters)       4.25   (feet)  ADJUSTED  
 CJ0298  ___________________________________________________________________
 CJ0298  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ0298  DYNAMIC HT  -           1.292 (meters)       4.24  (feet)  COMP
 CJ0298  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CJ0298
 CJ0298  VERT ORDER  -  FIRST     CLASS II
 CJ0298
 CJ0298.The horizontal coordinates were scaled from a topographic map and have
 CJ0298.an estimated accuracy of +/- 6 seconds.
 CJ0298
 CJ0298.The orthometric height was determined by differential leveling
 CJ0298.and adjusted by the National Geodetic Survey in June 1991..
 CJ0298
 CJ0298.This Tidal Bench Mark is designated as VM 4149
 CJ0298.by the Center for Operational Oceanographic Products and Services.
 CJ0298
 CJ0298.The geoid height was determined by GEOID03.
 CJ0298
 CJ0298.The dynamic height is computed by dividing the NAVD 88
 CJ0298.geopotential number by the normal gravity value computed on the
 CJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0298.degrees latitude (g = 980.6199 gals.).
 CJ0298
 CJ0298.The modeled gravity was interpolated from observed gravity values.
 CJ0298
 CJ0298;                    North         East    Units  Estimated Accuracy
 CJ0298;SPC SC       -   110,060.      712,650.      MT  (+/- 180 meters Scaled)
 CJ0298
 CJ0298                          SUPERSEDED SURVEY CONTROL
 CJ0298
 CJ0298  NGVD 29 (03/21/89)    1.594  (m)            5.23   (f) ADJUSTED    1 2
 CJ0298
 CJ0298.Superseded values are not recommended for survey control.
 CJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0298.See file dsdata.txt to determine how the superseded data were derived.
 CJ0298
 CJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS030319(NAD 83)
 CJ0298_MARKER: DJ = TIDAL STATION DISK
 CJ0298_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0298_SP_SET: COPPER-CLAD STEEL ROD
 CJ0298_STAMPING: 5192 F 1976
 CJ0298_PROJECTION: FLUSH
 CJ0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0298_ROD/PIPE-DEPTH: 1.22 meters
 CJ0298
 CJ0298  HISTORY     - Date     Condition        Report By
 CJ0298  HISTORY     - 1976     MONUMENTED       NOS
 CJ0298  HISTORY     - 1979     GOOD             NGS
 CJ0298  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 CJ0298  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0298
 CJ0298                          STATION DESCRIPTION
 CJ0298
 CJ0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0298'4.2 MI NW FROM MOUNT PLEASANT.
 CJ0298'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 17 AND 701 BUSINESS FROM
 CJ0298'THE MOULTRIE MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 1.2 MILES
 CJ0298'NORTHEAST ALONG MATHIS FERRY ROAD, THENCE 1.3 MILES NORTH AND
 CJ0298'NORTHWEST ALONG HOBCAW ROAD TO HOBCAW POINT, AND THENCE WALK 0.1
 CJ0298'MILE NORTHWEST TO THE DOCK BEHIND THE RESIDENCE OF E.K. PRICHARD,
 CJ0298'70.5 FEET EAST OF THE NORTHEAST CORNER OF THE METAL GATE ON THE
 CJ0298'DOCK, 52.5 FEET SOUTH-SOUTHWEST OF A THIRTY-SIX INCH OAK TREE, 32.3
 CJ0298'FEET NORTH-NORTHEAST OF THE CENTER OF THE PATH TO THE DOCK, AND
 CJ0298'29.3 FEET EAST OF THE NORTHEAST CORNER OF THE DOCK.
 CJ0298'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0298
 CJ0298                          STATION RECOVERY (1991)
 CJ0298
 CJ0298'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0298'MARK NOT FOUND.
 CJ0298
 CJ0298                          STATION RECOVERY (1992)
 CJ0298
 CJ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0298'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0297 ***********************************************************************
 CJ0297  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0297  DESIGNATION -  866 5192 TIDAL HOBCAW 3
 CJ0297  PID         -  CJ0297
 CJ0297  STATE/COUNTY-  SC/CHARLESTON
 CJ0297  USGS QUAD   -  CHARLESTON (1983)
 CJ0297
 CJ0297                         *CURRENT SURVEY CONTROL
 CJ0297  ___________________________________________________________________
 CJ0297* NAD 83(1986)-  32 49 18.     (N)    079 53 54.     (W)     SCALED    
 CJ0297* NAVD 88     -         2.957  (meters)       9.70   (feet)  ADJUSTED  
 CJ0297  ___________________________________________________________________
 CJ0297  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 CJ0297  DYNAMIC HT  -           2.953 (meters)       9.69  (feet)  COMP
 CJ0297  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CJ0297
 CJ0297  VERT ORDER  -  FIRST     CLASS II
 CJ0297
 CJ0297.The horizontal coordinates were scaled from a topographic map and have
 CJ0297.an estimated accuracy of +/- 6 seconds.
 CJ0297
 CJ0297.The orthometric height was determined by differential leveling
 CJ0297.and adjusted by the National Geodetic Survey in June 1991..
 CJ0297
 CJ0297.This Tidal Bench Mark is designated as VM 4151
 CJ0297.by the Center for Operational Oceanographic Products and Services.
 CJ0297
 CJ0297.The geoid height was determined by GEOID03.
 CJ0297
 CJ0297.The dynamic height is computed by dividing the NAVD 88
 CJ0297.geopotential number by the normal gravity value computed on the
 CJ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0297.degrees latitude (g = 980.6199 gals.).
 CJ0297
 CJ0297.The modeled gravity was interpolated from observed gravity values.
 CJ0297
 CJ0297;                    North         East    Units  Estimated Accuracy
 CJ0297;SPC SC       -   110,160.      712,750.      MT  (+/- 180 meters Scaled)
 CJ0297
 CJ0297                          SUPERSEDED SURVEY CONTROL
 CJ0297
 CJ0297  NGVD 29 (03/21/89)    3.257  (m)           10.69   (f) ADJUSTED    1 2
 CJ0297
 CJ0297.Superseded values are not recommended for survey control.
 CJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0297.See file dsdata.txt to determine how the superseded data were derived.
 CJ0297
 CJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS031320(NAD 83)
 CJ0297_MARKER: DJ = TIDAL STATION DISK
 CJ0297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CJ0297_SP_SET: DRIVEWAY
 CJ0297_STAMPING: HOBCAW 3 1976
 CJ0297_MARK LOGO: NOS   
 CJ0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0297+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0297
 CJ0297  HISTORY     - Date     Condition        Report By
 CJ0297  HISTORY     - 1976     MONUMENTED       NOS
 CJ0297  HISTORY     - 1979     GOOD             NGS
 CJ0297  HISTORY     - 19910605 GOOD             USPSQD
 CJ0297  HISTORY     - 19920817 GOOD             NGS
 CJ0297
 CJ0297                          STATION DESCRIPTION
 CJ0297
 CJ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0297'4.2 MI NW FROM MOUNT PLEASANT.
 CJ0297'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CJ0297'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 17 AND 701 BUSINESS FROM THE
 CJ0297'MOULTRIE MIDDLE SCHOOL IN MOUNT PLEASANT, THENCE 1.2 MILES NORTHEAST
 CJ0297'ALONG MATHIS FERRY ROAD, AND THENCE 1.4 MILES NORTH AND NORTHWEST
 CJ0297'ALONG HOBCAW ROAD TO HOBCAW ROAD TO HOBCAW POINT.  SET IN THE SOUTH
 CJ0297'EDGE OF THE PAVED ROAD TO THE HOBCAW YACHT CLUB, 75.2 FEET SOUTHWEST
 CJ0297'OF THE SOUTHWEST CORNER OF A HOUSE AT 132 HOBCAW ROAD, 62.5 FEET
 CJ0297'NORTHWEST OF A FIRE HYDRANT, 59 FEET EAST OF THE NORTHEAST CORNER OF
 CJ0297'THE HOBCAW YACHT CLUBHOUSE, AND 3.8 FEET NORTH OF AN 18 INCH PINE
 CJ0297'TREE.
 CJ0297
 CJ0297                          STATION RECOVERY (1991)
 CJ0297
 CJ0297'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0297'RECOVERED IN GOOD CONDITION.
 CJ0297
 CJ0297                          STATION RECOVERY (1992)
 CJ0297
 CJ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0297'2.8 KM (1.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 CJ0297'OFFICE IN MOUNT PLEASANT, THENCE 1.2 KM (0.75 MI) NORTHEASTERLY ALONG
 CJ0297'MATHIS FERRY ROAD, THENCE 0.6 M (2.0 FT) NORTHERLY ALONG MURHEAD
 CJ0297'ROAD, THENCE 1.6 KM (1.00 MI) NORTHWESTERLY ALONG HOBCAW ROAD, NEAR
 CJ0297'THE WEST EDGE OF THE PAVEMENT OF A DRIVEWAY LEADING TO THE HOBCAW
 CJ0297'YACHT CLUB, 23.9 M (78.4 FT) NORTH OF THE ROAD CENTER, 17.8 M (58.4
 CJ0297'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE YACHT CLUB, 2.3 M (7.5
 CJ0297'FT) WEST OF AND LEVEL WITH THE CENTER OF THE DRIVEWAY, AND 0.5 M (1.6
 CJ0297'FT) EAST OF THE WEST EDGE OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3139 ***********************************************************************
 CK3139  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3139  DESIGNATION -  866 5257 A TIDAL
 CK3139  PID         -  CK3139
 CK3139  STATE/COUNTY-  SC/CHARLESTON
 CK3139  USGS QUAD   -  JACKSONBORO (1979)
 CK3139
 CK3139                         *CURRENT SURVEY CONTROL
 CK3139  ___________________________________________________________________
 CK3139* NAD 83(1986)-  32 48 50.     (N)    080 24 19.     (W)     SCALED    
 CK3139* NAVD 88     -         4.159  (meters)      13.64   (feet)  ADJUSTED  
 CK3139  ___________________________________________________________________
 CK3139  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CK3139  DYNAMIC HT  -           4.154 (meters)      13.63  (feet)  COMP
 CK3139  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 CK3139
 CK3139  VERT ORDER  -  FIRST     CLASS II
 CK3139
 CK3139.The horizontal coordinates were scaled from a topographic map and have
 CK3139.an estimated accuracy of +/- 6 seconds.
 CK3139
 CK3139.The orthometric height was determined by differential leveling
 CK3139.and adjusted by the National Geodetic Survey in June 1991..
 CK3139
 CK3139.This Tidal Bench Mark is designated as VM 4152
 CK3139.by the Center for Operational Oceanographic Products and Services.
 CK3139
 CK3139.The geoid height was determined by GEOID03.
 CK3139
 CK3139.The dynamic height is computed by dividing the NAVD 88
 CK3139.geopotential number by the normal gravity value computed on the
 CK3139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3139.degrees latitude (g = 980.6199 gals.).
 CK3139
 CK3139.The modeled gravity was interpolated from observed gravity values.
 CK3139
 CK3139;                    North         East    Units  Estimated Accuracy
 CK3139;SPC SC       -   108,910.      665,290.      MT  (+/- 180 meters Scaled)
 CK3139
 CK3139                          SUPERSEDED SURVEY CONTROL
 CK3139
 CK3139  NGVD 29 (03/21/89)    4.449  (m)           14.60   (f) ADJUSTED    1 2
 CK3139
 CK3139.Superseded values are not recommended for survey control.
 CK3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3139.See file dsdata.txt to determine how the superseded data were derived.
 CK3139
 CK3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS556308(NAD 83)
 CK3139_MARKER: DJ = TIDAL STATION DISK
 CK3139_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3139_SP_SET: STAINLESS STEEL ROD
 CK3139_STAMPING: 5257 A 1982
 CK3139_MARK LOGO: NOS   
 CK3139_PROJECTION: RECESSED 5 CENTIMETERS
 CK3139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3139+STABILITY: POSITION/ELEVATION WELL
 CK3139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3139+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK3139_ROD/PIPE-DEPTH: 9.80 meters
 CK3139
 CK3139  HISTORY     - Date     Condition        Report By
 CK3139  HISTORY     - 1982     MONUMENTED       NOS
 CK3139  HISTORY     - 1983     GOOD             SCGS
 CK3139  HISTORY     - 20050823 GOOD             SCGS
 CK3139
 CK3139                          STATION DESCRIPTION
 CK3139
 CK3139'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3139'7.2 KM (4.5 MI) NE FROM JACKSONBORO.
 CK3139'14.9 KILOMETERS (9.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3139'POST OFFICE IN RAVENEL, THENCE 6.0 KILOMETERS (3.7 MILES) NORTHEAST
 CK3139'ALONG COUNTY ROAD S-10-38, THENCE 0.25 KILOMETER (0.15 MILE) LEFT
 CK3139'(SOUTHWEST) ALONG A SAND ROAD TO A THREE WAY SPLIT IN THE ROAD, THENCE
 CK3139'0.1 KILOMETER (0.05 MILE) WEST ALONG A SAND DRIVE LEADING TO THE
 CK3139'RIVER, SET NEAR THE RIVER ON THE SOUTH SIDE OF AN OLD GRASSY BOAT
 CK3139'RAMP, 15.9 METERS (52.5 FEET) SOUTHWEST OF A LONE 16-INCH MAGNOLIA
 CK3139'TREE, 7.5 METERS (24.8 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER
 CK3139'OF THE BOAT RAMP, 30.5 METERS (100.0 FEET) SOUTHEAST OF THE
 CK3139'APPROXIMATE EDGE OF THE RIVER BANK, 9.8 METERS (32.0 FEET)
 CK3139'EAST-NORTHEAST OF A DOUBLE TRUNK 12-INCH OAK TREE.
 CK3139'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3139
 CK3139                          STATION RECOVERY (2005)
 CK3139
 CK3139'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3139'STATION IS LOCATED 4.1 MI (6.6 KM) NORTHEAST OF JACKSONBORO, 27.8 MI
 CK3139'(44.74 KM) WEST OF CHARLESTON.  OWNERSHIP--JUDY PERRY AND NANCY
 CK3139'MILLER, 8964 WEEKS ROAD, ADAMS RUN, SC 29426. TO REACH THE STATION
 CK3139'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3139'HIGHWAY 64 IN JACKSONBORO, GO EAST ON HIGHWAY 17 FOR 4.0 MI (6.44 KM)
 CK3139'TO THE JUNCTION OF STATE ROAD 38 (PARKERS FERRY ROAD), TURN LEFT ON
 CK3139'ROAD 38 FOR 3.7 MI (5.95 KM) TO A SAND ROAD LEFT (WEEKS ROAD AND
 CK3139'CANADYS ROAD), TURN LEFT ON WEEKS ROAD FOR 0.1 MI (0.16 KM) TO A
 CK3139'Y-JUNCTION, BEAR LEFT ON THE SAND ROAD FOR 0.1 MI (0.16 KM) TO A
 CK3139'SPLIT-JUNCTION AT A MASONITE AND WOOD-SIDED HOUSE, BEAR RIGHT ON THE
 CK3139'SAND ROAD LEADING NORTHWEST TOWARD THE RIVER FOR 0.05 MI (0.08 KM) TO
 CK3139'THE STATION ON THE LEFT NEAR A CONCRETE BOAT RAMP. STATION IS A DISK
 CK3139'ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.2 FOOT, 152.5 FT (46.5 M)
 CK3139'WEST NORTHWEST OF TIDAL BENCH MARK 866 5257 B TIDAL, 244.6 FT (74.6 M)
 CK3139'NORTH NORTHWEST OF TIDAL BENCH MARK 866 5257 D TIDAL, 76.0 FT (23.2 M)
 CK3139'WEST OF THE SOUTHWEST CORNER OF A RAISED MODULAR HOME WITH A RIVER
 CK3139'FRONT SCREENED PORCH, 55.0 FT (16.8 M) EAST OF THE EDGE OF THE RIVER,
 CK3139'15.8 FEET SOUTH SOUTHWEST OF THE CENTER OF THE CONCRETE BOAT RAMP,
 CK3139'17.4 FEET NORTH NORTHWEST OF A SECURITY LIGHT POLE NUMBER 485665, 39.0
 CK3139'FT (11.9 M) WEST OF A 2.0-FOOT LIVE OAK TREE IN FRONT OF THE MODULAR
 CK3139'HOME, 56.9 FT (17.3 M) NORTH NORTHEAST OF THE NORTH CORNER OF A
 CK3139'SCREENED IN PICNIC SHELTER, 34.5 FT (10.5 M) NORTHEAST OF A 1.5-FOOT
 CK3139'LIVE OAK TREE LEANING TO THE SOUTHEAST. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3140 ***********************************************************************
 CK3140  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3140  DESIGNATION -  866 5257 B TIDAL
 CK3140  PID         -  CK3140
 CK3140  STATE/COUNTY-  SC/CHARLESTON
 CK3140  USGS QUAD   -  JACKSONBORO (1979)
 CK3140
 CK3140                         *CURRENT SURVEY CONTROL
 CK3140  ___________________________________________________________________
 CK3140* NAD 83(1986)-  32 48 50.     (N)    080 24 19.     (W)     SCALED    
 CK3140* NAVD 88     -         4.936  (meters)      16.19   (feet)  ADJUSTED  
 CK3140  ___________________________________________________________________
 CK3140  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CK3140  DYNAMIC HT  -           4.931 (meters)      16.18  (feet)  COMP
 CK3140  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 CK3140
 CK3140  VERT ORDER  -  FIRST     CLASS II
 CK3140
 CK3140.The horizontal coordinates were scaled from a topographic map and have
 CK3140.an estimated accuracy of +/- 6 seconds.
 CK3140
 CK3140.The orthometric height was determined by differential leveling
 CK3140.and adjusted by the National Geodetic Survey in June 1991..
 CK3140
 CK3140.This Tidal Bench Mark is designated as VM 4153
 CK3140.by the Center for Operational Oceanographic Products and Services.
 CK3140
 CK3140.The geoid height was determined by GEOID03.
 CK3140
 CK3140.The dynamic height is computed by dividing the NAVD 88
 CK3140.geopotential number by the normal gravity value computed on the
 CK3140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3140.degrees latitude (g = 980.6199 gals.).
 CK3140
 CK3140.The modeled gravity was interpolated from observed gravity values.
 CK3140
 CK3140;                    North         East    Units  Estimated Accuracy
 CK3140;SPC SC       -   108,910.      665,290.      MT  (+/- 180 meters Scaled)
 CK3140
 CK3140                          SUPERSEDED SURVEY CONTROL
 CK3140
 CK3140  NGVD 29 (03/21/89)    5.226  (m)           17.15   (f) ADJUSTED    1 2
 CK3140
 CK3140.Superseded values are not recommended for survey control.
 CK3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3140.See file dsdata.txt to determine how the superseded data were derived.
 CK3140
 CK3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS556308(NAD 83)
 CK3140_MARKER: DJ = TIDAL STATION DISK
 CK3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3140_SP_SET: CONCRETE POST
 CK3140_STAMPING: 5257 B 1982
 CK3140_MARK LOGO: NOS   
 CK3140_PROJECTION: RECESSED 5 CENTIMETERS
 CK3140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3140+STABILITY: SURFACE MOTION
 CK3140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3140+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK3140
 CK3140  HISTORY     - Date     Condition        Report By
 CK3140  HISTORY     - 1982     MONUMENTED       NOS
 CK3140  HISTORY     - 1983     GOOD             SCGS
 CK3140  HISTORY     - 20050823 GOOD             SCGS
 CK3140
 CK3140                          STATION DESCRIPTION
 CK3140
 CK3140'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3140'7.2 KM (4.5 MI) NE FROM JACKSONBORO.
 CK3140'14.9 KILOMETERS (9.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3140'POST OFFICE IN RAVENEL, THENCE 6.0 KILOMETERS (3.7 MILES) NORTHEAST
 CK3140'ALONG COUNTY ROAD S-10-38, THENCE 0.25 KILOMETER (0.15 MILE) LEFT
 CK3140'(SOUTHWEST) ALONG A SAND ROAD TO A THREE WAY SPLIT IN THE ROAD, THENCE
 CK3140'0.1 KILOMETER (0.05 MILE) WEST ALONG A SAND DRIVE LEADING TO THE
 CK3140'RIVER, SET BY A POWER POLE SOUTHEAST OF A BOAT LANDING, 46.3 METERS
 CK3140'(152.0 FEET) SOUTHEAST OF 866 5257 A TIDAL, 5.8 METERS (19.0 FEET)
 CK3140'SOUTH-SOUTHEAST OF A 20-INCH OAK TREE, 4.9 METERS (16.0 FEET)
 CK3140'NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD TO THE BOAT LANDING,
 CK3140'0.5 METER (1.6 FEET) NORTH OF POWER POLE NUMBER 43294 WITH A WITNESS
 CK3140'SIGN ATTACHED.
 CK3140'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK3140
 CK3140                          STATION RECOVERY (2005)
 CK3140
 CK3140'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3140'STATION IS LOCATED 4.1 MI (6.6 KM) NORTHEAST OF JACKSONBORO, 27.75 MI
 CK3140'(44.66 KM) WEST OF CHARLESTON.  OWNERSHIP--JUDY PERRY AND NANCY
 CK3140'MILLER, 8964 WEEKS ROAD, ADAMS RUN, SC 29426. TO REACH THE STATION
 CK3140'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3140'HIGHWAY 64 IN JACKSONBORO, GO EAST ON HIGHWAY 17 FOR 4.0 MI (6.44 KM)
 CK3140'TO THE JUNCTION OF STATE ROAD 38 (PARKERS FERRY ROAD), TURN LEFT ON
 CK3140'ROAD 39 FOR 3.7 MI (5.95 KM) TO A SAND ROAD LEFT (WEEKS ROAD AND
 CK3140'CANADYS ROAD), TURN LEFT ON WEEKS ROAD FOR 0.1 MI (0.16 KM) TO A
 CK3140'Y-JUNCTION, BEAR LEFT ON THE SAND ROAD FOR 0.1 MI (0.16 KM) TO A
 CK3140'SPLIT-JUNCTION AT A MASONITE AND WOOD-SIDED HOUSE, BEAR RIGHT ON THE
 CK3140'SAND ROAD LEADING NORTHWEST TOWARD THE RIVER FOR 0.05 MI (0.08 KM) TO
 CK3140'THE STATION ON THE RIGHT NEAR A POWER POLE ON THE SOUTHEAST SIDE OF A
 CK3140'RAISED MODULAR HOME WITH A SCREENED IN PORCH FACING THE RIVER. STATION
 CK3140'IS A CONCRETE POST RECESSED 0.2 FOOT, 130.2 FT (39.7 M) NORTH OF TIDAL
 CK3140'BENCH MARK 866 5257 D TIDAL, 4.6 FT (1.4 M) SOUTHWEST OF POWER POLE
 CK3140'NUMBER 43294 WITH A TRANSFORMER AND GUY WIRE, 152.5 FT (46.5 M) EAST
 CK3140'SOUTHEAST OF TIDAL BENCH MARK 866 5257 A TIDAL, 200.6 FT (61.1 M)
 CK3140'NORTHEAST OF TIDAL BENCH MARK 866 5257 E TIDAL, 18.7 FT (5.7 M)
 CK3140'SOUTHEAST OF A 2.0-FOOT PIN OAK TREE, 41.5 FT (12.6 M) NORTH OF THE
 CK3140'NORTH CORNER OF A MASONITE AND WOOD-SIDED SHED. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3141 ***********************************************************************
 CK3141  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3141  DESIGNATION -  866 5257 C TIDAL
 CK3141  PID         -  CK3141
 CK3141  STATE/COUNTY-  SC/CHARLESTON
 CK3141  USGS QUAD   -  JACKSONBORO (1979)
 CK3141
 CK3141                         *CURRENT SURVEY CONTROL
 CK3141  ___________________________________________________________________
 CK3141* NAD 83(1986)-  32 48 50.     (N)    080 24 19.     (W)     SCALED    
 CK3141* NAVD 88     -         4.753  (meters)      15.59   (feet)  ADJUSTED  
 CK3141  ___________________________________________________________________
 CK3141  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CK3141  DYNAMIC HT  -           4.747 (meters)      15.57  (feet)  COMP
 CK3141  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 CK3141
 CK3141  VERT ORDER  -  FIRST     CLASS II
 CK3141
 CK3141.The horizontal coordinates were scaled from a topographic map and have
 CK3141.an estimated accuracy of +/- 6 seconds.
 CK3141
 CK3141.The orthometric height was determined by differential leveling
 CK3141.and adjusted by the National Geodetic Survey in June 1991..
 CK3141
 CK3141.This Tidal Bench Mark is designated as VM 4154
 CK3141.by the Center for Operational Oceanographic Products and Services.
 CK3141
 CK3141.The geoid height was determined by GEOID03.
 CK3141
 CK3141.The dynamic height is computed by dividing the NAVD 88
 CK3141.geopotential number by the normal gravity value computed on the
 CK3141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3141.degrees latitude (g = 980.6199 gals.).
 CK3141
 CK3141.The modeled gravity was interpolated from observed gravity values.
 CK3141
 CK3141;                    North         East    Units  Estimated Accuracy
 CK3141;SPC SC       -   108,910.      665,290.      MT  (+/- 180 meters Scaled)
 CK3141
 CK3141                          SUPERSEDED SURVEY CONTROL
 CK3141
 CK3141  NGVD 29 (03/21/89)    5.042  (m)           16.54   (f) ADJUSTED    1 2
 CK3141
 CK3141.Superseded values are not recommended for survey control.
 CK3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3141.See file dsdata.txt to determine how the superseded data were derived.
 CK3141
 CK3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS556308(NAD 83)
 CK3141_MARKER: DJ = TIDAL STATION DISK
 CK3141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3141_SP_SET: CONCRETE POST
 CK3141_STAMPING: 5257 C 1982
 CK3141_MARK LOGO: NOS   
 CK3141_PROJECTION: FLUSH
 CK3141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3141+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK3141
 CK3141  HISTORY     - Date     Condition        Report By
 CK3141  HISTORY     - 1982     MONUMENTED       NOS
 CK3141  HISTORY     - 1983     GOOD             SCGS
 CK3141  HISTORY     - 20050823 GOOD             SCGS
 CK3141
 CK3141                          STATION DESCRIPTION
 CK3141
 CK3141'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3141'7.2 KM (4.5 MI) NE FROM JACKSONBORO.
 CK3141'14.9 KILOMETERS (9.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3141'POST OFFICE IN RAVENEL, THENCE 6.0 KILOMETERS (3.7 MILES) NORTHEAST
 CK3141'ALONG COUNTY ROAD S-10-38, THENCE 0.25 KILOMETER (0.15 MILE) LEFT
 CK3141'(SOUTHWEST) ALONG A SAND ROAD TO A THREE WAY SPLIT IN THE ROAD, SET
 CK3141'JUST BEFORE THE THREE WAY SPLIT IN THE ROAD AND IN BETWEEN TWO 20-INCH
 CK3141'PINE TREES, 20.1 METERS (66.0 FEET) NORTH-NORTHEAST OF THE APPROXIMATE
 CK3141'CENTER OF THE THREE FORK JUNCTION, 10.7 METERS (35.0 FEET) NORTHWEST
 CK3141'OF THE APPROXIMATE CENTER OF THE MAIN SAND ROAD, 53.6 METERS (176.0
 CK3141'FEET) EAST OF 866 5257 B TIDAL, 2.9 METERS (9.7 FEET) NORTHEAST OF A
 CK3141'6-INCH TWIN TRUNK OAK TREE WITH A WITNESS SIGN ATTACHED.
 CK3141'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK3141
 CK3141                          STATION RECOVERY (2005)
 CK3141
 CK3141'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3141'STATION IS LOCATED 4.1 MI (6.6 KM) NORTHEAST OF JACKSONBORO, 27.7 MI
 CK3141'(44.58 KM) WEST OF CHARLESTON.  OWNERSHIP--JUDY PERRY AND NANCY
 CK3141'MILLER, 8964 WEEKS ROAD, ADAMS RUN, SC 29426. TO REACH THE STATION
 CK3141'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3141'HIGHWAY 64 IN JACKSONBORO, GO EAST ON HIGHWAY 17 FOR 4.0 MI (6.44 KM)
 CK3141'TO THE JUNCTION OF STATE ROAD 38 (PARKERS FERRY ROAD), TURN LEFT ON
 CK3141'ROAD 39 FOR 3.7 MI (5.95 KM) TO A SAND ROAD LEFT (WEEKS ROAD AND
 CK3141'CANADYS ROAD), TURN LEFT ON WEEKS ROAD FOR 0.1 MI (0.16 KM) TO A
 CK3141'Y-JUNCTION, BEAR LEFT ON THE SAND ROAD FOR 0.1 MI (0.16 KM) TO A
 CK3141'SPLIT-JUNCTION TO THE STATION ON THE RIGHT IN A WOODED AREA JUST SHORT
 CK3141'OF AN OPEN AREA WITH SEVERAL HOMES AND SHED BUILDINGS. STATION IS A
 CK3141'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE SAND ROAD, 35.0
 CK3141'FT (10.7 M) NORTHWEST OF THE CENTER OF THE SAND ROAD, 17.5 FT (5.3 M)
 CK3141'NORTHEAST OF A 1.3-FOOT DOUBLE-TRUNKED OAK TREE WITH A METAL NGS
 CK3141'WITNESS SIGN ATTACHED, 9.4 FT (2.9 M) SOUTH SOUTHWEST OF A 1.0-FOOT
 CK3141'OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3142 ***********************************************************************
 CK3142  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3142  DESIGNATION -  866 5257 D TIDAL
 CK3142  PID         -  CK3142
 CK3142  STATE/COUNTY-  SC/CHARLESTON
 CK3142  USGS QUAD   -  JACKSONBORO (1979)
 CK3142
 CK3142                         *CURRENT SURVEY CONTROL
 CK3142  ___________________________________________________________________
 CK3142* NAD 83(1986)-  32 48 50.     (N)    080 24 19.     (W)     SCALED    
 CK3142* NAVD 88     -         5.706  (meters)      18.72   (feet)  ADJUSTED  
 CK3142  ___________________________________________________________________
 CK3142  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CK3142  DYNAMIC HT  -           5.700 (meters)      18.70  (feet)  COMP
 CK3142  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 CK3142
 CK3142  VERT ORDER  -  FIRST     CLASS II
 CK3142
 CK3142.The horizontal coordinates were scaled from a topographic map and have
 CK3142.an estimated accuracy of +/- 6 seconds.
 CK3142
 CK3142.The orthometric height was determined by differential leveling
 CK3142.and adjusted by the National Geodetic Survey in June 1991..
 CK3142
 CK3142.This Tidal Bench Mark is designated as VM 4155
 CK3142.by the Center for Operational Oceanographic Products and Services.
 CK3142
 CK3142.The geoid height was determined by GEOID03.
 CK3142
 CK3142.The dynamic height is computed by dividing the NAVD 88
 CK3142.geopotential number by the normal gravity value computed on the
 CK3142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3142.degrees latitude (g = 980.6199 gals.).
 CK3142
 CK3142.The modeled gravity was interpolated from observed gravity values.
 CK3142
 CK3142;                    North         East    Units  Estimated Accuracy
 CK3142;SPC SC       -   108,910.      665,290.      MT  (+/- 180 meters Scaled)
 CK3142
 CK3142                          SUPERSEDED SURVEY CONTROL
 CK3142
 CK3142  NGVD 29 (03/21/89)    5.996  (m)           19.67   (f) ADJUSTED    1 2
 CK3142
 CK3142.Superseded values are not recommended for survey control.
 CK3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3142.See file dsdata.txt to determine how the superseded data were derived.
 CK3142
 CK3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS556308(NAD 83)
 CK3142_MARKER: DJ = TIDAL STATION DISK
 CK3142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3142_SP_SET: STAINLESS STEEL ROD
 CK3142_STAMPING: 5257 D 1982
 CK3142_MARK LOGO: NOS   
 CK3142_PROJECTION: RECESSED 5 CENTIMETERS
 CK3142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3142+STABILITY: POSITION/ELEVATION WELL
 CK3142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3142+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK3142_ROD/PIPE-DEPTH: 9.80 meters
 CK3142
 CK3142  HISTORY     - Date     Condition        Report By
 CK3142  HISTORY     - 1982     MONUMENTED       NOS
 CK3142  HISTORY     - 1983     GOOD             SCGS
 CK3142  HISTORY     - 20050823 GOOD             SCGS
 CK3142
 CK3142                          STATION DESCRIPTION
 CK3142
 CK3142'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3142'7.2 KM (4.5 MI) NE FROM JACKSONBORO.
 CK3142'14.9 KILOMETERS (9.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3142'POST OFFICE IN RAVENEL, THENCE 6.0 KILOMETERS (3.7 MILES) NORTHEAST
 CK3142'ALONG COUNTY ROAD S-10-38, THENCE 0.25 KILOMETER (0.15 MILE) LEFT
 CK3142'(SOUTHWEST) ALONG A SAND ROAD TO A THREE WAY SPLIT IN THE ROAD, THENCE
 CK3142'0.1 KILOMETER (0.05 MILE) WEST ALONG THE SAND DRIVE LEADING TO THE
 CK3142'RIVER, SET NEAR A TRIPLE TRUNK 36-INCH OAK TREE, 74.7 METERS (245.0
 CK3142'FEET) SOUTH-SOUTHEAST OF 866 5257 A TIDAL, 31.2 METERS (102.5 FEET)
 CK3142'EAST-NORTHEAST OF POWER POLE NUMBER 166584, 4.4 METERS (14.5 FEET)
 CK3142'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND DRIVE,
 CK3142'2.8 METERS (9.4 FEET) WEST-NORTHWEST OF THE TRIPLE TRUNK OAK TREE.
 CK3142'THE MARK IS 0.30 M ABOVE SAND DRIVE.
 CK3142
 CK3142                          STATION RECOVERY (2005)
 CK3142
 CK3142'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3142'STATION IS LOCATED 4.1 MI (6.6 KM) NORTHEAST OF JACKSONBORO, 27.75 MI
 CK3142'(44.66 KM) WEST OF CHARLESTON.  OWNERSHIP--JUDY PERRY AND NANCY
 CK3142'MILLER, 8964 WEEKS ROAD, ADAMS RUN, SC 29426. TO REACH THE STATION
 CK3142'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3142'HIGHWAY 64 IN JACKSONBORO, GO EAST ON HIGHWAY 17 FOR 4.0 MI (6.44 KM)
 CK3142'TO THE JUNCTION OF STATE ROAD 38 (PARKERS FERRY ROAD), TURN LEFT ON
 CK3142'ROAD 39 FOR 3.7 MI (5.95 KM) TO A SAND ROAD LEFT (WEEKS ROAD AND
 CK3142'CANADYS ROAD), TURN LEFT ON WEEKS ROAD FOR 0.1 MI (0.16 KM) TO A
 CK3142'Y-JUNCTION, BEAR LEFT ON THE SAND ROAD FOR 0.1 MI (0.16 KM) TO A
 CK3142'SPLIT-JUNCTION AT A MASONITE AND WOOD-SIDED HOUSE, BEAR RIGHT ON THE
 CK3142'SAND ROAD LEADING NORTHWEST TOWARD THE RIVER FOR 0.05 MI (0.08 KM) TO
 CK3142'THE STATION ON THE RIGHT SET BENEATH A TRIPLE-TRUNKED LIVE OAK TREE.
 CK3142'STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.2 FT
 CK3142'(0.1 M) AND 0.5 FT (0.2 M) BELOW THE SAND ROAD, 156.4 FT (47.7 M) EAST
 CK3142'OF TIDAL BENCH MARK 866 5257 E TIDAL, 70.1 FT (21.4 M) SOUTH OF THE
 CK3142'SOUTHWEST CORNER OF A MASONITE AND WOOD-SIDED SHED, 244.6 FT (74.6 M)
 CK3142'SOUTH SOUTHEAST OF TIDAL BENCH MARK 866 5257 A TIDAL, 130.2 FT (39.7
 CK3142'M) SOUTH OF TIDAL BENCH MARK 866 5257 B TIDAL, 102.7 FT (31.3 M) EAST
 CK3142'OF A POWER POLE NUMBER 166584, 100.0 FT (50805.4 M) EAST OF A
 CK3142'TELEPHONE JUNCTION BOX L-442/PED7, 9.6 FT (2.9 M) WEST OF THE 4.0-FOOT
 CK3142'TRIPLE-TRUNKED LIVE OAK TREE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3143 ***********************************************************************
 CK3143  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3143  DESIGNATION -  866 5257 E TIDAL
 CK3143  PID         -  CK3143
 CK3143  STATE/COUNTY-  SC/CHARLESTON
 CK3143  USGS QUAD   -  JACKSONBORO (1979)
 CK3143
 CK3143                         *CURRENT SURVEY CONTROL
 CK3143  ___________________________________________________________________
 CK3143* NAD 83(1986)-  32 48 50.     (N)    080 24 19.     (W)     SCALED    
 CK3143* NAVD 88     -         4.330  (meters)      14.21   (feet)  ADJUSTED  
 CK3143  ___________________________________________________________________
 CK3143  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CK3143  DYNAMIC HT  -           4.325 (meters)      14.19  (feet)  COMP
 CK3143  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 CK3143
 CK3143  VERT ORDER  -  FIRST     CLASS II
 CK3143
 CK3143.The horizontal coordinates were scaled from a topographic map and have
 CK3143.an estimated accuracy of +/- 6 seconds.
 CK3143
 CK3143.The orthometric height was determined by differential leveling
 CK3143.and adjusted by the National Geodetic Survey in June 1991..
 CK3143
 CK3143.This Tidal Bench Mark is designated as VM 4156
 CK3143.by the Center for Operational Oceanographic Products and Services.
 CK3143
 CK3143.The geoid height was determined by GEOID03.
 CK3143
 CK3143.The dynamic height is computed by dividing the NAVD 88
 CK3143.geopotential number by the normal gravity value computed on the
 CK3143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3143.degrees latitude (g = 980.6199 gals.).
 CK3143
 CK3143.The modeled gravity was interpolated from observed gravity values.
 CK3143
 CK3143;                    North         East    Units  Estimated Accuracy
 CK3143;SPC SC       -   108,910.      665,290.      MT  (+/- 180 meters Scaled)
 CK3143
 CK3143                          SUPERSEDED SURVEY CONTROL
 CK3143
 CK3143  NGVD 29 (03/21/89)    4.620  (m)           15.16   (f) ADJUSTED    1 2
 CK3143
 CK3143.Superseded values are not recommended for survey control.
 CK3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3143.See file dsdata.txt to determine how the superseded data were derived.
 CK3143
 CK3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS556308(NAD 83)
 CK3143_MARKER: DJ = TIDAL STATION DISK
 CK3143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3143_SP_SET: CONCRETE POST
 CK3143_STAMPING: 5257 E 1982
 CK3143_MARK LOGO: NOS   
 CK3143_PROJECTION: FLUSH
 CK3143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3143+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 CK3143
 CK3143  HISTORY     - Date     Condition        Report By
 CK3143  HISTORY     - 1982     MONUMENTED       NOS
 CK3143  HISTORY     - 1983     GOOD             SCGS
 CK3143  HISTORY     - 20050823 GOOD             SCGS
 CK3143
 CK3143                          STATION DESCRIPTION
 CK3143
 CK3143'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3143'7.2 KM (4.5 MI) NE FROM JACKSONBORO.
 CK3143'14.9 KILOMETERS (9.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 CK3143'RAVENEL POST OFFICE, THENCE 6.0 KILOMETERS (3.7 MILES) NORTHEAST ALONG
 CK3143'COUNTY ROAD S-10-38, THENCE 0.25 KILOMETER (0.15 MILE) LEFT
 CK3143'(SOUTHWEST) ALONG A SAND ROAD TO A THREE WAY SPLIT IN THE ROAD, THENCE
 CK3143'0.1 KILOMETER (0.05 MILE) WEST ALONG THE SAND DRIVE LEADING TO THE
 CK3143'RIVER, SET IN THE SOUTH ANGLE OF TWO SAND ROADS, JUST EAST OF A POWER
 CK3143'POLE, 60.9 METERS (200.0 FEET) SOUTHWEST OF 866 5257 B TIDAL,
 CK3143'35.1 METERS (115.5 FEET) SOUTHEAST OF THE SOUTHEAST BANK OF A SMALL
 CK3143'CREEK RUNNING PARALLEL TO THE EDISTO RIVER, 18.8 METERS (62.0 FEET)
 CK3143'WEST-NORTHWEST OF POWER POLE NUMBER 166584, 1.1 METERS (3.4 FEET) EAST
 CK3143'OF POWER POLE NUMBER 166583 WITH A WITNESS SIGN ATTACHED.
 CK3143'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3143
 CK3143                          STATION RECOVERY (2005)
 CK3143
 CK3143'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3143'STATION IS LOCATED 4.1 MI (6.6 KM) NORTHEAST OF JACKSONBORO, 27.8 MI
 CK3143'(44.74 KM) WEST OF CHARLESTON.  OWNERSHIP--JUDY PERRY AND NANCY
 CK3143'MILLER, 8964 WEEKS ROAD, ADAMS RUN, SC 29426. TO REACH THE STATION
 CK3143'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3143'HIGHWAY 64 IN JACKSONBORO, GO EAST ON HIGHWAY 17 FOR 4.0 MI (6.44 KM)
 CK3143'TO THE JUNCTION OF STATE ROAD 38 (PARKERS FERRY ROAD), TURN LEFT ON
 CK3143'ROAD 39 FOR 3.7 MI (5.95 KM) TO A SAND ROAD LEFT (WEEKS ROAD AND
 CK3143'CANADYS ROAD), TURN LEFT ON WEEKS ROAD FOR 0.1 MI (0.16 KM) TO A
 CK3143'Y-JUNCTION, BEAR LEFT ON THE SAND ROAD FOR 0.1 MI (0.16 KM) TO A
 CK3143'SPLIT-JUNCTION AT A MASONITE AND WOOD-SIDED HOUSE, BEAR RIGHT ON THE
 CK3143'SAND ROAD LEADING NORTHWEST TOWARD THE RIVER FOR 0.05 MI (0.08 KM) TO
 CK3143'THE STATION ON THE LEFT NEAR A POWER POLE AT THE SOUTHWEST EDGE OF AN
 CK3143'OPEN AREA WITH SEVERAL HOMES AND SHED BUILDINGS. STATION IS A CONCRETE
 CK3143'POST FLUSH WITH THE GROUND, 3.5 FT (1.1 M) EAST OF THE POWER POLE
 CK3143'NUMBER 166583 WITH A TRANSFORMER AND A METAL WITNESS SIGN ATTACHED,
 CK3143'70.9 FT (21.6 M) NORTH NORTHEAST OF THE NORTH CORNER OF A SINGLE WIDE
 CK3143'MOBILE HOME NUMBER 8964, 36.6 FT (2743.4 M) SOUTH SOUTHEAST OF A POWER
 CK3143'LINE STUB POLE WITH TWO ELECTRIC METERS ATTACHED, 156.4 FT (47.7 M)
 CK3143'WEST OF TIDAL BENCH MARK 866 5257 D TIDAL, 200.6 FT (61.1 M) SOUTHWEST
 CK3143'OF TIDAL BENCH MARK 866 5257 B TIDAL. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0316 ***********************************************************************
 CJ0316  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0316  DESIGNATION -  866 5325 A TIDAL
 CJ0316  PID         -  CJ0316
 CJ0316  STATE/COUNTY-  SC/CHARLESTON
 CJ0316  USGS QUAD   -  CHARLESTON (1983)
 CJ0316
 CJ0316                         *CURRENT SURVEY CONTROL
 CJ0316  ___________________________________________________________________
 CJ0316* NAD 83(1986)-  32 48 23.     (N)    079 56 30.     (W)     SCALED    
 CJ0316* NAVD 88     -         1.811  (meters)       5.94   (feet)  ADJUSTED  
 CJ0316  ___________________________________________________________________
 CJ0316  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 CJ0316  DYNAMIC HT  -           1.809 (meters)       5.93  (feet)  COMP
 CJ0316  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CJ0316
 CJ0316  VERT ORDER  -  FIRST     CLASS II
 CJ0316
 CJ0316.The horizontal coordinates were scaled from a topographic map and have
 CJ0316.an estimated accuracy of +/- 6 seconds.
 CJ0316
 CJ0316.The orthometric height was determined by differential leveling
 CJ0316.and adjusted by the National Geodetic Survey in June 1991..
 CJ0316
 CJ0316.This Tidal Bench Mark is designated as VM 14315
 CJ0316.by the Center for Operational Oceanographic Products and Services.
 CJ0316
 CJ0316.The geoid height was determined by GEOID03.
 CJ0316
 CJ0316.The dynamic height is computed by dividing the NAVD 88
 CJ0316.geopotential number by the normal gravity value computed on the
 CJ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0316.degrees latitude (g = 980.6199 gals.).
 CJ0316
 CJ0316.The modeled gravity was interpolated from observed gravity values.
 CJ0316
 CJ0316;                    North         East    Units  Estimated Accuracy
 CJ0316;SPC SC       -   108,420.      708,710.      MT  (+/- 180 meters Scaled)
 CJ0316
 CJ0316                          SUPERSEDED SURVEY CONTROL
 CJ0316
 CJ0316  NGVD 29 (03/21/89)    2.110  (m)            6.92   (f) ADJUSTED    1 2
 CJ0316
 CJ0316.Superseded values are not recommended for survey control.
 CJ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0316.See file dsdata.txt to determine how the superseded data were derived.
 CJ0316
 CJ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990303(NAD 83)
 CJ0316_MARKER: DJ = TIDAL STATION DISK
 CJ0316_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CJ0316_SP_SET: GALVANIZED STEEL ROD
 CJ0316_STAMPING: 5325 A 1977
 CJ0316_MARK LOGO: NOS   
 CJ0316_PROJECTION: FLUSH
 CJ0316_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0316+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1992
 CJ0316_ROD/PIPE-DEPTH: 9.75 meters
 CJ0316
 CJ0316  HISTORY     - Date     Condition        Report By
 CJ0316  HISTORY     - 1977     MONUMENTED       NOS
 CJ0316  HISTORY     - 1979     GOOD             NGS
 CJ0316  HISTORY     - 19920818 POOR             NGS
 CJ0316
 CJ0316                          STATION DESCRIPTION
 CJ0316
 CJ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0316'0.5 MI NW FROM CHARLESTON.
 CJ0316'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0316'IN CHARLESTON, 0.5 MILE NORTHWEST ALONG MORRISON DRIVE FROM THE
 CJ0316'COOPER RIVER BRIDGE OVERPASS.  SET BEHIND THE BRICK BUILDING AT
 CJ0316'960 MORRISON DRIVE, 36 FEET SOUTHWEST OF THE CENTER OF A DIM
 CJ0316'GRAVEL ROAD, 32.5 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF
 CJ0316'THE BUILDING, 12 FEET NORTHEAST OF A WATER SPIGOT IN THE WALL OF
 CJ0316'THE BUILDING, 2 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE REAR
 CJ0316'ENTRANCE, AND 1.8 FEET NORTHEAST OF THE NORTHEAST FACE OF THE
 CJ0316'BUILDING.
 CJ0316
 CJ0316                          STATION RECOVERY (1992)
 CJ0316
 CJ0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0316'IN CHARLESTON, AT 960 MORRISON, 9.9 M (32.5 FT) NORTH-NORTHWEST OF
 CJ0316'THE SOUTHEAST CORNER OF A BRICK BUILDING AT 960 MORRISON, 0.6 M (2.0
 CJ0316'FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE REAR ENTRANCE TO THE
 CJ0316'BUILDING, AND 0.5 M (1.6 FT) NORTHEAST OF THE NORTHEAST FACE OF THE
 CJ0316'BUILDING.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 CJ0316'FLUSH WITH THE GROUND SURFACE.  THE DISK HAS BEEN MUTILATED AND NO
 CJ0316'LONGER MEETS NGS STANDARDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0317 ***********************************************************************
 CJ0317  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0317  DESIGNATION -  866 5325 B TIDAL
 CJ0317  PID         -  CJ0317
 CJ0317  STATE/COUNTY-  SC/CHARLESTON
 CJ0317  USGS QUAD   -  CHARLESTON (1983)
 CJ0317
 CJ0317                         *CURRENT SURVEY CONTROL
 CJ0317  ___________________________________________________________________
 CJ0317* NAD 83(1986)-  32 48 22.     (N)    079 56 31.     (W)     SCALED    
 CJ0317* NAVD 88     -         1.837  (meters)       6.03   (feet)  ADJUSTED  
 CJ0317  ___________________________________________________________________
 CJ0317  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 CJ0317  DYNAMIC HT  -           1.835 (meters)       6.02  (feet)  COMP
 CJ0317  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CJ0317
 CJ0317  VERT ORDER  -  FIRST     CLASS II
 CJ0317
 CJ0317.The horizontal coordinates were scaled from a topographic map and have
 CJ0317.an estimated accuracy of +/- 6 seconds.
 CJ0317
 CJ0317.The orthometric height was determined by differential leveling
 CJ0317.and adjusted by the National Geodetic Survey in June 1991..
 CJ0317
 CJ0317.This Tidal Bench Mark is designated as VM 14316
 CJ0317.by the Center for Operational Oceanographic Products and Services.
 CJ0317
 CJ0317.The geoid height was determined by GEOID03.
 CJ0317
 CJ0317.The dynamic height is computed by dividing the NAVD 88
 CJ0317.geopotential number by the normal gravity value computed on the
 CJ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0317.degrees latitude (g = 980.6199 gals.).
 CJ0317
 CJ0317.The modeled gravity was interpolated from observed gravity values.
 CJ0317
 CJ0317;                    North         East    Units  Estimated Accuracy
 CJ0317;SPC SC       -   108,390.      708,680.      MT  (+/- 180 meters Scaled)
 CJ0317
 CJ0317                          SUPERSEDED SURVEY CONTROL
 CJ0317
 CJ0317  NGVD 29 (03/21/89)    2.135  (m)            7.00   (f) ADJUSTED    1 2
 CJ0317
 CJ0317.Superseded values are not recommended for survey control.
 CJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0317.See file dsdata.txt to determine how the superseded data were derived.
 CJ0317
 CJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990302(NAD 83)
 CJ0317_MARKER: DJ = TIDAL STATION DISK
 CJ0317_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CJ0317_SP_SET: GALVANIZED STEEL ROD
 CJ0317_STAMPING: 5325 B 1977
 CJ0317_MARK LOGO: NOS   
 CJ0317_PROJECTION: FLUSH
 CJ0317_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0317+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0317_ROD/PIPE-DEPTH: 9.75 meters
 CJ0317
 CJ0317  HISTORY     - Date     Condition        Report By
 CJ0317  HISTORY     - 1977     MONUMENTED       NOS
 CJ0317  HISTORY     - 1979     GOOD             NGS
 CJ0317  HISTORY     - 19920817 GOOD             NGS
 CJ0317
 CJ0317                          STATION DESCRIPTION
 CJ0317
 CJ0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0317'0.5 MI NW FROM CHARLESTON.
 CJ0317'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 CJ0317'IN CHARLESTON, 0.5 MILE NORTHWEST ALONG MORRISON DRIVE FROM THE
 CJ0317'COOPER RIVER BRIDGE OVERPASS.  SET AT 960 MORRISON DRIVE, 37.3 FEET
 CJ0317'EAST OF THE CENTERLINE OF THE DRIVE, 5.2 FEET WEST OF THE CENTER OF
 CJ0317'A CONCRETE SIDEWALK, 4.5 FEET EAST OF THE NORTH CURB OF THE DRIVE,
 CJ0317'AND 2.8 FEET SOUTH OF POWER POLE NUMBER 152202.
 CJ0317
 CJ0317                          STATION RECOVERY (1992)
 CJ0317
 CJ0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0317'IN CHARLESTON, AT 960 MORRISON DRIVE, 29.3 M (96.1 FT)
 CJ0317'SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF 960 MORRISON DRIVE, 21.8 M
 CJ0317'(71.5 FT) SOUTHWEST OF UTILITY POLE NUMBER 152231, 7.4 M (24.3 FT)
 CJ0317'EAST-NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE DRIVE,
 CJ0317'0.9 M (3.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK, 0.7 M
 CJ0317'(2.3 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 152202, AND 0.3 M
 CJ0317'(1.0 FT) ABOVE THE LEVEL OF THE SIDEWALK.  NOTE--THE DISK IS ENCASED
 CJ0317'IN A 4-INCH PVC PIPE AND IS RECESSED 0.03 M (0.10 FT) BELOW THE
 CJ0317'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0318 ***********************************************************************
 CJ0318  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0318  DESIGNATION -  866 5325 C TIDAL
 CJ0318  PID         -  CJ0318
 CJ0318  STATE/COUNTY-  SC/CHARLESTON
 CJ0318  USGS QUAD   -  CHARLESTON (1983)
 CJ0318
 CJ0318                         *CURRENT SURVEY CONTROL
 CJ0318  ___________________________________________________________________
 CJ0318* NAD 83(1986)-  32 48 22.     (N)    079 56 31.     (W)     SCALED    
 CJ0318* NAVD 88     -         2.069  (meters)       6.79   (feet)  ADJUSTED  
 CJ0318  ___________________________________________________________________
 CJ0318  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 CJ0318  DYNAMIC HT  -           2.066 (meters)       6.78  (feet)  COMP
 CJ0318  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CJ0318
 CJ0318  VERT ORDER  -  FIRST     CLASS II
 CJ0318
 CJ0318.The horizontal coordinates were scaled from a topographic map and have
 CJ0318.an estimated accuracy of +/- 6 seconds.
 CJ0318
 CJ0318.The orthometric height was determined by differential leveling
 CJ0318.and adjusted by the National Geodetic Survey in June 1991..
 CJ0318
 CJ0318.This Tidal Bench Mark is designated as VM 14317
 CJ0318.by the Center for Operational Oceanographic Products and Services.
 CJ0318
 CJ0318.The geoid height was determined by GEOID03.
 CJ0318
 CJ0318.The dynamic height is computed by dividing the NAVD 88
 CJ0318.geopotential number by the normal gravity value computed on the
 CJ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0318.degrees latitude (g = 980.6199 gals.).
 CJ0318
 CJ0318.The modeled gravity was interpolated from observed gravity values.
 CJ0318
 CJ0318;                    North         East    Units  Estimated Accuracy
 CJ0318;SPC SC       -   108,390.      708,680.      MT  (+/- 180 meters Scaled)
 CJ0318
 CJ0318                          SUPERSEDED SURVEY CONTROL
 CJ0318
 CJ0318  NGVD 29 (03/21/89)    2.367  (m)            7.77   (f) ADJUSTED    1 2
 CJ0318
 CJ0318.Superseded values are not recommended for survey control.
 CJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0318.See file dsdata.txt to determine how the superseded data were derived.
 CJ0318
 CJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990302(NAD 83)
 CJ0318_MARKER: DJ = TIDAL STATION DISK
 CJ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0318_SP_SET: CONCRETE POST
 CJ0318_STAMPING: 5325 C 1977
 CJ0318_MARK LOGO: NOS   
 CJ0318_PROJECTION: FLUSH
 CJ0318_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0318+STABILITY: SURFACE MOTION
 CJ0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0318+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 CJ0318
 CJ0318  HISTORY     - Date     Condition        Report By
 CJ0318  HISTORY     - 1977     MONUMENTED       NOS
 CJ0318  HISTORY     - 1979     GOOD             NGS
 CJ0318  HISTORY     - 19920817 GOOD             NGS
 CJ0318  HISTORY     - 20050112 GOOD             INDIV
 CJ0318
 CJ0318                          STATION DESCRIPTION
 CJ0318
 CJ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0318'0.5 MI NW FROM CHARLESTON.
 CJ0318'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 CJ0318'IN CHARLESTON, 0.5 MILE NORTHWEST ALONG MORRISON DRIVE FROM THE
 CJ0318'COOPER RIVER BRIDGE OVERPASS.  SET AT 960 MORRISON DRIVE, 40 FEET
 CJ0318'NORTHEAST OF THE CENTERLINE OF THE DRIVE, 24.3 FEET NORTHWEST OF
 CJ0318'THE NORTHWEST CORNER OF A BRICK BUILDING AT 906 MORRISON DRIVE, 7.3
 CJ0318'FEET WEST OF A CHAIN LINK FENCE, AND 2.2 FEET EAST OF POWER POLE
 CJ0318'NUMBER 56248.
 CJ0318
 CJ0318                          STATION RECOVERY (1992)
 CJ0318
 CJ0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0318'IN CHARLESTON, AT 960 MORRISON DRIVE, 13.5 M (44.3 FT)
 CJ0318'SOUTH-SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO 970 MORRISON
 CJ0318'DRIVE, 7.9 M (25.9 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CJ0318'WESTBOUND LANES OF THE DRIVE, 2.2 M (7.2 FT) WEST-NORTHWEST OF A
 CJ0318'CHAIN-LINK FENCE CORNER, 0.7 M (2.3 FT) NORTHEAST OF UTILITY POLE
 CJ0318'NUMBER 56248, 0.3 M (1.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 CJ0318'SIDEWALK, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE, AND THE
 CJ0318'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CJ0318
 CJ0318                          STATION RECOVERY (2005)
 CJ0318
 CJ0318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WMD)
 CJ0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0319 ***********************************************************************
 CJ0319  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0319  DESIGNATION -  866 5325 D TIDAL
 CJ0319  PID         -  CJ0319
 CJ0319  STATE/COUNTY-  SC/CHARLESTON
 CJ0319  USGS QUAD   -  CHARLESTON (1983)
 CJ0319
 CJ0319                         *CURRENT SURVEY CONTROL
 CJ0319  ___________________________________________________________________
 CJ0319* NAD 83(1986)-  32 48 23.     (N)    079 56 32.     (W)     SCALED    
 CJ0319* NAVD 88     -         2.213  (meters)       7.26   (feet)  ADJUSTED  
 CJ0319  ___________________________________________________________________
 CJ0319  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 CJ0319  DYNAMIC HT  -           2.211 (meters)       7.25  (feet)  COMP
 CJ0319  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CJ0319
 CJ0319  VERT ORDER  -  FIRST     CLASS II
 CJ0319
 CJ0319.The horizontal coordinates were scaled from a topographic map and have
 CJ0319.an estimated accuracy of +/- 6 seconds.
 CJ0319
 CJ0319.The orthometric height was determined by differential leveling
 CJ0319.and adjusted by the National Geodetic Survey in June 1991..
 CJ0319
 CJ0319.This Tidal Bench Mark is designated as VM 14318
 CJ0319.by the Center for Operational Oceanographic Products and Services.
 CJ0319
 CJ0319.The geoid height was determined by GEOID03.
 CJ0319
 CJ0319.The dynamic height is computed by dividing the NAVD 88
 CJ0319.geopotential number by the normal gravity value computed on the
 CJ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0319.degrees latitude (g = 980.6199 gals.).
 CJ0319
 CJ0319.The modeled gravity was interpolated from observed gravity values.
 CJ0319
 CJ0319;                    North         East    Units  Estimated Accuracy
 CJ0319;SPC SC       -   108,420.      708,660.      MT  (+/- 180 meters Scaled)
 CJ0319
 CJ0319                          SUPERSEDED SURVEY CONTROL
 CJ0319
 CJ0319  NGVD 29 (03/21/89)    2.512  (m)            8.24   (f) ADJUSTED    1 2
 CJ0319
 CJ0319.Superseded values are not recommended for survey control.
 CJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0319.See file dsdata.txt to determine how the superseded data were derived.
 CJ0319
 CJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990303(NAD 83)
 CJ0319_MARKER: DJ = TIDAL STATION DISK
 CJ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0319_SP_SET: CONCRETE POST
 CJ0319_STAMPING: 5325 D 1977
 CJ0319_MARK LOGO: NOS   
 CJ0319_PROJECTION: FLUSH
 CJ0319_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0319+STABILITY: SURFACE MOTION
 CJ0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0319+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0319
 CJ0319  HISTORY     - Date     Condition        Report By
 CJ0319  HISTORY     - 1977     MONUMENTED       NOS
 CJ0319  HISTORY     - 1979     GOOD             NGS
 CJ0319  HISTORY     - 19920817 GOOD             NGS
 CJ0319
 CJ0319                          STATION DESCRIPTION
 CJ0319
 CJ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0319'0.5 MI NW FROM CHARLESTON.
 CJ0319'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 CJ0319'IN CHARLESTON, 0.5 MILE NORTHWEST ALONG MORRISON DRIVE FROM THE
 CJ0319'COOPER RIVER BRIDGE OVERPASS.  SET AT THE PALMETTO FORD NEW CAR
 CJ0319'LOT, 38.6 FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVE, 28 FEET
 CJ0319'NORTHWEST OF THE CENTER OF THE EAST DRIVEWAY TO PALMETTO FORD, 15
 CJ0319'FEET EAST OF A 12 INCH PALMETTO TREE, 3.6 FEET SOUTHEAST OF POWER
 CJ0319'POLE NUMBER 145969, 3 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK,
 CJ0319'AND 2.5 FEET SOUTHWEST OF THE SOUTH CURB OF THE DRIVE.
 CJ0319
 CJ0319                          STATION RECOVERY (1992)
 CJ0319
 CJ0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0319'IN CHARLESTON, AT 975 MORRISON DRIVE, 8.3 M (27.2 FT) NORTHWEST OF
 CJ0319'THE CENTER OF A DRIVEWAY, 7.1 M (23.3 FT) SOUTHWEST OF THE CENTERLINE
 CJ0319'OF THE EASTBOUND LANES OF THE DRIVE, 6.9 M (22.6 FT) EAST-NORTHEAST
 CJ0319'OF THE EAST CORNER OF THE ROSE TALBERT PAINT STORE, 2.1 M (6.9 FT)
 CJ0319'SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 145969, 0.9 M (3.0 FT)
 CJ0319'NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK, 0.3 M (1.0 FT) ABOVE
 CJ0319'THE LEVEL OF THE DRIVE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CJ0319'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0320 ***********************************************************************
 CJ0320  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0320  DESIGNATION -  866 5325 E TIDAL
 CJ0320  PID         -  CJ0320
 CJ0320  STATE/COUNTY-  SC/CHARLESTON
 CJ0320  USGS QUAD   -  CHARLESTON (1983)
 CJ0320
 CJ0320                         *CURRENT SURVEY CONTROL
 CJ0320  ___________________________________________________________________
 CJ0320* NAD 83(1986)-  32 48 25.     (N)    079 56 33.     (W)     SCALED    
 CJ0320* NAVD 88     -         1.853  (meters)       6.08   (feet)  ADJUSTED  
 CJ0320  ___________________________________________________________________
 CJ0320  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 CJ0320  DYNAMIC HT  -           1.851 (meters)       6.07  (feet)  COMP
 CJ0320  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 CJ0320
 CJ0320  VERT ORDER  -  FIRST     CLASS II
 CJ0320
 CJ0320.The horizontal coordinates were scaled from a topographic map and have
 CJ0320.an estimated accuracy of +/- 6 seconds.
 CJ0320
 CJ0320.The orthometric height was determined by differential leveling
 CJ0320.and adjusted by the National Geodetic Survey in June 1991..
 CJ0320
 CJ0320.This Tidal Bench Mark is designated as VM 14319
 CJ0320.by the Center for Operational Oceanographic Products and Services.
 CJ0320
 CJ0320.The geoid height was determined by GEOID03.
 CJ0320
 CJ0320.The dynamic height is computed by dividing the NAVD 88
 CJ0320.geopotential number by the normal gravity value computed on the
 CJ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0320.degrees latitude (g = 980.6199 gals.).
 CJ0320
 CJ0320.The modeled gravity was interpolated from observed gravity values.
 CJ0320
 CJ0320;                    North         East    Units  Estimated Accuracy
 CJ0320;SPC SC       -   108,480.      708,630.      MT  (+/- 180 meters Scaled)
 CJ0320
 CJ0320                          SUPERSEDED SURVEY CONTROL
 CJ0320
 CJ0320  NGVD 29 (03/21/89)    2.151  (m)            7.06   (f) ADJUSTED    1 2
 CJ0320
 CJ0320.Superseded values are not recommended for survey control.
 CJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0320.See file dsdata.txt to determine how the superseded data were derived.
 CJ0320
 CJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990303(NAD 83)
 CJ0320_MARKER: DJ = TIDAL STATION DISK
 CJ0320_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CJ0320_SP_SET: GALVANIZED STEEL ROD
 CJ0320_STAMPING: 5325 E 1977
 CJ0320_MARK LOGO: NOS   
 CJ0320_PROJECTION: FLUSH
 CJ0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0320+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0320_ROD/PIPE-DEPTH: 3.66 meters
 CJ0320
 CJ0320  HISTORY     - Date     Condition        Report By
 CJ0320  HISTORY     - 1977     MONUMENTED       NOS
 CJ0320  HISTORY     - 1979     GOOD             NGS
 CJ0320  HISTORY     - 19920817 GOOD             NGS
 CJ0320
 CJ0320                          STATION DESCRIPTION
 CJ0320
 CJ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0320'0.5 MI NW FROM CHARLESTON.
 CJ0320'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 CJ0320'IN CHARLESTON, 0.5 MILE NORTHWEST ALONG MORRISON DRIVE FROM THE
 CJ0320'COOPER RIVER BRIDGE OVERPASS.  SET AT THE PALMETTO FORD NEW CAR
 CJ0320'LOT, 110 FEET SOUTHWEST AND ACROSS THE DRIVE FROM THE SOUTHWEST
 CJ0320'CORNER OF CHARLESTON AUTOMOTIVE PARTS, 990 MORRISON DRIVE, 100
 CJ0320'FEET NORTHWEST OF A SIGN, FORD SERVICE, 38 FEET SOUTHWEST OF THE
 CJ0320'CENTERLINE OF THE DRIVE, 9.9 FEET SOUTHWEST OF THE SOUTH EDGE OF
 CJ0320'THE DRIVE, AND 4.6 FEET SOUTHEAST OF A POWER POLE.
 CJ0320
 CJ0320                          STATION RECOVERY (1992)
 CJ0320
 CJ0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0320'IN CHARLESTON, AT 975 MORRISON DRIVE, 55.4 M (181.8 FT) SOUTHEAST OF
 CJ0320'THE CENTER OF CONROY STREET, 46.1 M (151.2 FT) NORTH-NORTHWEST OF THE
 CJ0320'NORTH CORNER OF BIRDS SALES INCORPORATED, 6.6 M (21.7 FT) SOUTHWEST
 CJ0320'OF THE CENTERLINE OF THE EASTBOUND LANES OF MORRISON DRIVE, 4.6 M
 CJ0320'(15.1 FT) NORTH-NORTHEAST OF A FENCE CORNER, 3.4 M (11.2 FT)
 CJ0320'NORTHEAST OF A FENCE, 1.3 M (4.3 FT) SOUTH-SOUTHEAST OF UTILITY POLE
 CJ0320'NUMBER 385525, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CJ0320'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE
 CJ0320'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0613 ***********************************************************************
 CJ0613  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0613  DESIGNATION -  866 5387 A TIDAL
 CJ0613  PID         -  CJ0613
 CJ0613  STATE/COUNTY-  SC/CHARLESTON
 CJ0613  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0613
 CJ0613                         *CURRENT SURVEY CONTROL
 CJ0613  ___________________________________________________________________
 CJ0613* NAD 83(1986)-  32 47 15.     (N)    079 47 27.     (W)     SCALED    
 CJ0613* NAVD 88     -         2.479  (meters)       8.13   (feet)  ADJUSTED  
 CJ0613  ___________________________________________________________________
 CJ0613  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 CJ0613  DYNAMIC HT  -           2.476 (meters)       8.12  (feet)  COMP
 CJ0613  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CJ0613
 CJ0613  VERT ORDER  -  FIRST     CLASS II
 CJ0613
 CJ0613.The horizontal coordinates were scaled from a topographic map and have
 CJ0613.an estimated accuracy of +/- 6 seconds.
 CJ0613
 CJ0613.The orthometric height was determined by differential leveling
 CJ0613.and adjusted by the National Geodetic Survey in June 1991..
 CJ0613
 CJ0613.This Tidal Bench Mark is designated as VM 4161
 CJ0613.by the Center for Operational Oceanographic Products and Services.
 CJ0613
 CJ0613.The geoid height was determined by GEOID03.
 CJ0613
 CJ0613.The dynamic height is computed by dividing the NAVD 88
 CJ0613.geopotential number by the normal gravity value computed on the
 CJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0613.degrees latitude (g = 980.6199 gals.).
 CJ0613
 CJ0613.The modeled gravity was interpolated from observed gravity values.
 CJ0613
 CJ0613;                    North         East    Units  Estimated Accuracy
 CJ0613;SPC SC       -   106,480.      722,860.      MT  (+/- 180 meters Scaled)
 CJ0613
 CJ0613                          SUPERSEDED SURVEY CONTROL
 CJ0613
 CJ0613  NGVD 29 (03/21/89)    2.779  (m)            9.12   (f) ADJUSTED    1 2
 CJ0613
 CJ0613.Superseded values are not recommended for survey control.
 CJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0613.See file dsdata.txt to determine how the superseded data were derived.
 CJ0613
 CJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS132283(NAD 83)
 CJ0613_MARKER: DJ = TIDAL STATION DISK
 CJ0613_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0613_SP_SET: COPPER-CLAD STEEL ROD
 CJ0613_STAMPING: 5387 A 1982
 CJ0613_MARK LOGO: NOS   
 CJ0613_PROJECTION: FLUSH
 CJ0613_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0613+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0613_ROD/PIPE-DEPTH: 9.6  meters
 CJ0613
 CJ0613  HISTORY     - Date     Condition        Report By
 CJ0613  HISTORY     - 1982     MONUMENTED       NOS
 CJ0613  HISTORY     - 1984     GOOD             SCGS
 CJ0613  HISTORY     - 19910409 MARK NOT FOUND   USPSQD
 CJ0613  HISTORY     - 19920817 GOOD             NGS
 CJ0613
 CJ0613                          STATION DESCRIPTION
 CJ0613
 CJ0613'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0613'IN ISLE OF PALMS.
 CJ0613'THE MARK IS ABOVE LEVEL WITH YARD.
 CJ0613'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG STATE HIGHWAY 703 (PALM
 CJ0613'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE 0.1 KILOMETER
 CJ0613'(0.05 MILE) NORTHWEST ALONG ELEVENTH AVENUE, SET NEAR A 50-INCH OAK
 CJ0613'TREE IN THE NORTH CORNER OF THE YARD OF A TWO-STORY BRICK HOUSE AT THE
 CJ0613'END OF ELEVENTH AVENUE, 20.0 METERS (65.5 FEET) WEST-NORTHWEST OF THE
 CJ0613'SOUTH CORNER OF A TWO-STORY WOOD HOUSE, 22.1 METERS (72.4 FEET)
 CJ0613'NORTH-NORTHEAST OF THE NORTH CORNER OF THE BRICK HOUSE, 6.0 METERS
 CJ0613'(19.8 FEET) NORTH-NORTHWEST OF THE OAK TREE, 0.8 METER (2.6 FEET)
 CJ0613'EAST-NORTHEAST OF POWER POLE 151639, 29.0 METERS (95.2 FEET) NORTHWEST
 CJ0613'OF 866 5387 TIDAL 2.
 CJ0613
 CJ0613                          STATION RECOVERY (1991)
 CJ0613
 CJ0613'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0613'MARK NOT FOUND.
 CJ0613
 CJ0613                          STATION RECOVERY (1992)
 CJ0613
 CJ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0613'IN ISLE OF PALMS, AT THE INTERSECTION OF OAK HARBOR BOULEVARD AND
 CJ0613'ELEVENTH AVENUE, 31.6 M (103.7 FT) NORTHWEST OF THE EXTENDED CENTER
 CJ0613'OF THE BOULEVARD, 22.1 M (72.5 FT) NORTH-NORTHEAST OF THE NORTH
 CJ0613'CORNER OF A BRICK HOUSE, 20.0 M (65.6 FT) WEST-NORTHWEST OF THE SOUTH
 CJ0613'CORNER OF A 2 STORY HOUSE, 6.0 M (19.7 FT) NORTH-NORTHWEST OF A
 CJ0613'50-INCH OAK TREE, 3.1 M (10.2 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 CJ0613'THE AVENUE, 0.7 M (2.3 FT) NORTHEAST OF UTILITY POLE NUMBER 151639,
 CJ0613'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--THE DISK IS
 CJ0613'ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.04 M (0.13 FT) BELOW
 CJ0613'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0612 ***********************************************************************
 CJ0612  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0612  DESIGNATION -  866 5387 TIDAL HC 2
 CJ0612  PID         -  CJ0612
 CJ0612  STATE/COUNTY-  SC/CHARLESTON
 CJ0612  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0612
 CJ0612                         *CURRENT SURVEY CONTROL
 CJ0612  ___________________________________________________________________
 CJ0612* NAD 83(1986)-  32 47 15.     (N)    079 47 27.     (W)     SCALED    
 CJ0612* NAVD 88     -         2.518  (meters)       8.26   (feet)  ADJUSTED  
 CJ0612  ___________________________________________________________________
 CJ0612  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 CJ0612  DYNAMIC HT  -           2.516 (meters)       8.25  (feet)  COMP
 CJ0612  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CJ0612
 CJ0612  VERT ORDER  -  FIRST     CLASS II
 CJ0612
 CJ0612.The horizontal coordinates were scaled from a topographic map and have
 CJ0612.an estimated accuracy of +/- 6 seconds.
 CJ0612
 CJ0612.The orthometric height was determined by differential leveling
 CJ0612.and adjusted by the National Geodetic Survey in June 1991..
 CJ0612
 CJ0612.This Tidal Bench Mark is designated as VM 4159
 CJ0612.by the Center for Operational Oceanographic Products and Services.
 CJ0612
 CJ0612.The geoid height was determined by GEOID03.
 CJ0612
 CJ0612.The dynamic height is computed by dividing the NAVD 88
 CJ0612.geopotential number by the normal gravity value computed on the
 CJ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0612.degrees latitude (g = 980.6199 gals.).
 CJ0612
 CJ0612.The modeled gravity was interpolated from observed gravity values.
 CJ0612
 CJ0612;                    North         East    Units  Estimated Accuracy
 CJ0612;SPC SC       -   106,480.      722,860.      MT  (+/- 180 meters Scaled)
 CJ0612
 CJ0612                          SUPERSEDED SURVEY CONTROL
 CJ0612
 CJ0612  NGVD 29 (03/21/89)    2.818  (m)            9.25   (f) ADJUSTED    1 2
 CJ0612
 CJ0612.Superseded values are not recommended for survey control.
 CJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0612.See file dsdata.txt to determine how the superseded data were derived.
 CJ0612
 CJ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS132283(NAD 83)
 CJ0612_MARKER: DJ = TIDAL STATION DISK
 CJ0612_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0612_SP_SET: COPPER-CLAD STEEL ROD
 CJ0612_STAMPING: H.C. NO. 2 1975
 CJ0612_MARK LOGO: NOS   
 CJ0612_PROJECTION: FLUSH
 CJ0612_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0612+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0612_ROD/PIPE-DEPTH: 21.6 meters
 CJ0612
 CJ0612  HISTORY     - Date     Condition        Report By
 CJ0612  HISTORY     - 1975     MONUMENTED       NOS
 CJ0612  HISTORY     - 1984     GOOD             SCGS
 CJ0612  HISTORY     - 19910409 POOR             USPSQD
 CJ0612  HISTORY     - 19920817 GOOD             NGS
 CJ0612
 CJ0612                          STATION DESCRIPTION
 CJ0612
 CJ0612'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0612'IN ISLE OF PALMS.
 CJ0612'THE MARK IS 0.3 M ABOVE ELEVENTH AVENUE.
 CJ0612'0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG STATE HIGHWAY 703 (PALM
 CJ0612'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, THENCE O.1 KILOMETER
 CJ0612'(0.05 MILE) NORTHWEST ALONG ELEVENTH AVENUE, SET BY A POWER POLE IN
 CJ0612'THE SOUTH CORNER OF THE YARD OF A TWO-STORY WOOD HOUSE AT THE
 CJ0612'INTERSECTION OF OAK HARBOR BOULEVARD, 0.3 METER (1.0 FEET) NORTHWEST
 CJ0612'OF POWER POLE 79781, 11.0 METERS (36.0 FEET) EAST-NORTHEAST OF THE
 CJ0612'APPROXIMATE CENTER OF ELEVENTH AVENUE, 5.2 METERS (17.0 FEET)
 CJ0612'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF OAK HARBOR BOULEVARD,
 CJ0612'11.3 METERS (37.2 FEET) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE
 CJ0612'TWO-STORY WOOD HOUSE, 10.4 METERS (34.0 FEET) WEST-SOUTHWEST OF A
 CJ0612'LEANING 50-INCH OAK TREE.
 CJ0612
 CJ0612                          STATION RECOVERY (1991)
 CJ0612
 CJ0612'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0612'MARK RECOVERED IN POOR CONDITION.
 CJ0612
 CJ0612                          STATION RECOVERY (1992)
 CJ0612
 CJ0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0612'IN ISLE OF PALMS, AT THE INTERSECTION OF OAK HARBOR BOULEVARD AND
 CJ0612'ELEVENTH AVENUE, 11.3 M (37.1 FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER
 CJ0612'OF A 2 STORY HOUSE, 11.0 M (36.1 FT) NORTHEAST OF THE AVENUE CENTER,
 CJ0612'10.4 M (34.1 FT) WEST-SOUTHWEST OF A 50-INCH OAK TREE, 5.2 M (17.1
 CJ0612'FT) NORTHWEST OF AND LEVEL WITH THE BOULEVARD CENTER, AND 0.3 M (1.0
 CJ0612'FT) NORTHWEST OF UTILITY POLE NUMBER 79781.  NOTE--THE DISK IS
 CJ0612'ENCASED IN A 4-INCH PVC PIPE AND PROJECTS 0.06 M (0.20 FT) ABOVE THE
 CJ0612'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0610 ***********************************************************************
 CJ0610  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0610  DESIGNATION -  866 5387 TIDAL HC 4
 CJ0610  PID         -  CJ0610
 CJ0610  STATE/COUNTY-  SC/CHARLESTON
 CJ0610  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0610
 CJ0610                         *CURRENT SURVEY CONTROL
 CJ0610  ___________________________________________________________________
 CJ0610* NAD 83(1986)-  32 47 09.     (N)    079 47 32.     (W)     SCALED    
 CJ0610* NAVD 88     -         3.267  (meters)      10.72   (feet)  ADJUSTED  
 CJ0610  ___________________________________________________________________
 CJ0610  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 CJ0610  DYNAMIC HT  -           3.264 (meters)      10.71  (feet)  COMP
 CJ0610  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CJ0610
 CJ0610  VERT ORDER  -  FIRST     CLASS II
 CJ0610
 CJ0610.The horizontal coordinates were scaled from a topographic map and have
 CJ0610.an estimated accuracy of +/- 6 seconds.
 CJ0610
 CJ0610.The orthometric height was determined by differential leveling
 CJ0610.and adjusted by the National Geodetic Survey in June 1991..
 CJ0610
 CJ0610.This Tidal Bench Mark is designated as VM 4160
 CJ0610.by the Center for Operational Oceanographic Products and Services.
 CJ0610
 CJ0610.The geoid height was determined by GEOID03.
 CJ0610
 CJ0610.The dynamic height is computed by dividing the NAVD 88
 CJ0610.geopotential number by the normal gravity value computed on the
 CJ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0610.degrees latitude (g = 980.6199 gals.).
 CJ0610
 CJ0610.The modeled gravity was interpolated from observed gravity values.
 CJ0610
 CJ0610;                    North         East    Units  Estimated Accuracy
 CJ0610;SPC SC       -   106,300.      722,730.      MT  (+/- 180 meters Scaled)
 CJ0610
 CJ0610                          SUPERSEDED SURVEY CONTROL
 CJ0610
 CJ0610  NGVD 29 (03/21/89)    3.567  (m)           11.70   (f) ADJUSTED    1 2
 CJ0610
 CJ0610.Superseded values are not recommended for survey control.
 CJ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0610.See file dsdata.txt to determine how the superseded data were derived.
 CJ0610
 CJ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS131281(NAD 83)
 CJ0610_MARKER: DJ = TIDAL STATION DISK
 CJ0610_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0610_SP_SET: COPPER-CLAD STEEL ROD
 CJ0610_STAMPING: H.C. NO. 4 1975
 CJ0610_MARK LOGO: NOS   
 CJ0610_PROJECTION: FLUSH
 CJ0610_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0610+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0610_ROD/PIPE-DEPTH: 17.1 meters
 CJ0610
 CJ0610  HISTORY     - Date     Condition        Report By
 CJ0610  HISTORY     - 1975     MONUMENTED       NOS
 CJ0610  HISTORY     - 1984     GOOD             SCGS
 CJ0610  HISTORY     - 19910409 GOOD             USPSQD
 CJ0610  HISTORY     - 19920817 GOOD             NGS
 CJ0610
 CJ0610                          STATION DESCRIPTION
 CJ0610
 CJ0610'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0610'IN ISLE OF PALMS.
 CJ0610'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CJ0610'0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG STATE HIGHWAY 703 (PALM
 CJ0610'BOULEVARD) FROM THE ISLE OF PALMS POST OFFICE, SET NEAR A POWER POLE
 CJ0610'ON THE WEST SIDE OF A LARGE TWO-STORY WOODEN BUILDING (ISLE OF PALMS
 CJ0610'FAMILY PRACTICE, JOHN E. EMMEL,M.D.), 13.4 METERS (44.1 FEET)
 CJ0610'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN HOUSE ELEVATED ON A
 CJ0610'CONCRETE FOUNDATION, 46.8 METERS (153.5 FEET) WEST-SOUTHWEST OF THE
 CJ0610'APPROXIMATE CENTER OF TENTH AVENUE, 10.7 METERS (35.0 FEET)
 CJ0610'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 39.7 METERS (130.4
 CJ0610'FEET) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF THE
 CJ0610'TWO-STORY WOODEN BUILDING, 3.0 METERS (9.9 FEET) SOUTHWEST OF POWER
 CJ0610'POLE NUMBER 307944.
 CJ0610
 CJ0610                          STATION RECOVERY (1991)
 CJ0610
 CJ0610'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0610'RECOVERED IN GOOD CONDITION.
 CJ0610
 CJ0610                          STATION RECOVERY (1992)
 CJ0610
 CJ0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0610'IN ISLE OF PALMS, AT THE INTERSECTION OF PALM BOULEVARD AND TENTH
 CJ0610'AVENUE, 46.8 M (153.5 FT) SOUTHWEST OF THE AVENUE CENTERLINE, 39.7 M
 CJ0610'(130.2 FT) S0UTH-SOUTHWEST OF THE NORTHWEST CORNER OF A 2 STORY
 CJ0610'HOUSE, 13.4 M (44.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE
 CJ0610'WITH A BLOCK FOUNDATION, 10.7 M (35.1 FT) SOUTHEAST OF AND LEVEL WITH
 CJ0610'THE BOULEVARD CENTERLINE, AND 0.3 M (1.0 FT) SOUTHWEST OF UTILITY
 CJ0610'POLE NUMBER 307944.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 CJ0610'AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0437 ***********************************************************************
 CJ0437  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0437  DESIGNATION -  866 5424 TIDAL CD 1
 CJ0437  PID         -  CJ0437
 CJ0437  STATE/COUNTY-  SC/CHARLESTON
 CJ0437  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0437
 CJ0437                         *CURRENT SURVEY CONTROL
 CJ0437  ___________________________________________________________________
 CJ0437* NAD 83(1986)-  32 40 30.     (N)    079 57 01.     (W)     SCALED    
 CJ0437* NAVD 88     -         3.187  (meters)      10.46   (feet)  ADJUSTED  
 CJ0437  ___________________________________________________________________
 CJ0437  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0437  DYNAMIC HT  -           3.184 (meters)      10.45  (feet)  COMP
 CJ0437  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 CJ0437
 CJ0437  VERT ORDER  -  FIRST     CLASS II
 CJ0437
 CJ0437.The horizontal coordinates were scaled from a topographic map and have
 CJ0437.an estimated accuracy of +/- 6 seconds.
 CJ0437
 CJ0437.The orthometric height was determined by differential leveling
 CJ0437.and adjusted by the National Geodetic Survey in June 1991..
 CJ0437
 CJ0437.This Tidal Bench Mark is designated as VM 4162
 CJ0437.by the Center for Operational Oceanographic Products and Services.
 CJ0437
 CJ0437.The geoid height was determined by GEOID03.
 CJ0437
 CJ0437.The dynamic height is computed by dividing the NAVD 88
 CJ0437.geopotential number by the normal gravity value computed on the
 CJ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0437.degrees latitude (g = 980.6199 gals.).
 CJ0437
 CJ0437.The modeled gravity was interpolated from observed gravity values.
 CJ0437
 CJ0437;                    North         East    Units  Estimated Accuracy
 CJ0437;SPC SC       -    93,840.      708,050.      MT  (+/- 180 meters Scaled)
 CJ0437
 CJ0437                          SUPERSEDED SURVEY CONTROL
 CJ0437
 CJ0437  NGVD 29 (05/09/91)    3.488  (m)           11.44   (f) ADJUSTED    1 2
 CJ0437
 CJ0437.Superseded values are not recommended for survey control.
 CJ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0437.See file dsdata.txt to determine how the superseded data were derived.
 CJ0437
 CJ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS984157(NAD 83)
 CJ0437_MARKER: DJ = TIDAL STATION DISK
 CJ0437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CJ0437_SP_SET: BRIDGE WALKWAY
 CJ0437_STAMPING: C.D. NO. 1 1975
 CJ0437_MARK LOGO: NOS   
 CJ0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0437+STABILITY: SURFACE MOTION
 CJ0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0437+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0437
 CJ0437  HISTORY     - Date     Condition        Report By
 CJ0437  HISTORY     - 1975     MONUMENTED       NOS
 CJ0437  HISTORY     - 1983     GOOD             SCGS
 CJ0437  HISTORY     - 1989     GOOD             USPSQD
 CJ0437  HISTORY     - 19900518 GOOD             NGS
 CJ0437  HISTORY     - 19920817 GOOD             NGS
 CJ0437
 CJ0437                          STATION DESCRIPTION
 CJ0437
 CJ0437'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0437'6.4 KM (4.0 MI) SOUTH FROM CENTERVILLE.
 CJ0437'THE MARK IS 0.30 M ABOVE HIGHWAY 171.
 CJ0437'10.7 KILOMETERS (6.6 MILES) SOUTH ALONG STATE HIGHWAY
 CJ0437'171 FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0437'SET IN THE SOUTHWEST CORNER OF THE BRIDGE THAT CROSSES FOLLY
 CJ0437'CREEK.
 CJ0437
 CJ0437                          STATION RECOVERY (1989)
 CJ0437
 CJ0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0437'RECOVERED IN GOOD CONDITION.
 CJ0437
 CJ0437                          STATION RECOVERY (1990)
 CJ0437
 CJ0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0437'RECOVERED IN GOOD CONDITION.
 CJ0437
 CJ0437                          STATION RECOVERY (1992)
 CJ0437
 CJ0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0437'2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 CJ0437'OF EAST ASHLEY AVENUE IN FOLLY BEACH, IN TOP OF AND 0.2 M (0.7 FT)
 CJ0437'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE WALKWAY OF
 CJ0437'THE HIGHWAY BRIDGE SPANNING FOLLY CREEK, 5.1 M (16.7 FT) SOUTHWEST OF
 CJ0437'THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 CJ0437'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0436 ***********************************************************************
 CJ0436  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0436  DESIGNATION -  866 5424 TIDAL CD 2
 CJ0436  PID         -  CJ0436
 CJ0436  STATE/COUNTY-  SC/CHARLESTON
 CJ0436  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0436
 CJ0436                         *CURRENT SURVEY CONTROL
 CJ0436  ___________________________________________________________________
 CJ0436* NAD 83(1986)-  32 40 30.     (N)    079 57 01.     (W)     SCALED    
 CJ0436* NAVD 88     -         3.181  (meters)      10.44   (feet)  ADJUSTED  
 CJ0436  ___________________________________________________________________
 CJ0436  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0436  DYNAMIC HT  -           3.178 (meters)      10.43  (feet)  COMP
 CJ0436  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 CJ0436
 CJ0436  VERT ORDER  -  FIRST     CLASS II
 CJ0436
 CJ0436.The horizontal coordinates were scaled from a topographic map and have
 CJ0436.an estimated accuracy of +/- 6 seconds.
 CJ0436
 CJ0436.The orthometric height was determined by differential leveling
 CJ0436.and adjusted by the National Geodetic Survey in June 1991..
 CJ0436
 CJ0436.This Tidal Bench Mark is designated as VM 4163
 CJ0436.by the Center for Operational Oceanographic Products and Services.
 CJ0436
 CJ0436.The geoid height was determined by GEOID03.
 CJ0436
 CJ0436.The dynamic height is computed by dividing the NAVD 88
 CJ0436.geopotential number by the normal gravity value computed on the
 CJ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0436.degrees latitude (g = 980.6199 gals.).
 CJ0436
 CJ0436.The modeled gravity was interpolated from observed gravity values.
 CJ0436
 CJ0436;                    North         East    Units  Estimated Accuracy
 CJ0436;SPC SC       -    93,840.      708,050.      MT  (+/- 180 meters Scaled)
 CJ0436
 CJ0436                          SUPERSEDED SURVEY CONTROL
 CJ0436
 CJ0436  NGVD 29 (05/09/91)    3.482  (m)           11.42   (f) ADJUSTED    1 2
 CJ0436
 CJ0436.Superseded values are not recommended for survey control.
 CJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0436.See file dsdata.txt to determine how the superseded data were derived.
 CJ0436
 CJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS984157(NAD 83)
 CJ0436_MARKER: DJ = TIDAL STATION DISK
 CJ0436_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CJ0436_SP_SET: BRIDGE WALKWAY
 CJ0436_STAMPING: C.D. NO 2 1975
 CJ0436_MARK LOGO: NOS   
 CJ0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0436+STABILITY: SURFACE MOTION
 CJ0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0436+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0436
 CJ0436  HISTORY     - Date     Condition        Report By
 CJ0436  HISTORY     - 1975     MONUMENTED       NOS
 CJ0436  HISTORY     - 1983     GOOD             SCGS
 CJ0436  HISTORY     - 1989     GOOD             USPSQD
 CJ0436  HISTORY     - 19900518 GOOD             NGS
 CJ0436  HISTORY     - 19920817 GOOD             NGS
 CJ0436
 CJ0436                          STATION DESCRIPTION
 CJ0436
 CJ0436'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0436'6.4 KM (4.0 MI) SOUTH FROM CENTERVILLE.
 CJ0436'THE MARK IS 0.30 M ABOVE HIGHWAY 171.
 CJ0436'10.7 KILOMETERS (6.6 MILES) SOUTH ALONG STATE HIGHWAY
 CJ0436'171 FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0436'SET IN THE SOUTHEAST CORNER OF THE BRIDGE THAT CROSSES FOLLY
 CJ0436'CREEK.
 CJ0436
 CJ0436                          STATION RECOVERY (1989)
 CJ0436
 CJ0436'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0436'RECOVERED IN GOOD CONDITION.
 CJ0436
 CJ0436                          STATION RECOVERY (1990)
 CJ0436
 CJ0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0436'RECOVERED IN GOOD CONDITION.
 CJ0436
 CJ0436                          STATION RECOVERY (1992)
 CJ0436
 CJ0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0436'2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 CJ0436'OF EAST ASHLEY AVENUE IN FOLLY BEACH, IN TOP OF AND 0.2 M (0.7 FT)
 CJ0436'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE WALKWAY OF
 CJ0436'THE HIGHWAY BRIDGE SPANNING FOLLY CREEK, 4.9 M (16.1 FT) NORTHEAST OF
 CJ0436'THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 CJ0436'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0435 ***********************************************************************
 CJ0435  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0435  DESIGNATION -  866 5424 TIDAL CD 3
 CJ0435  PID         -  CJ0435
 CJ0435  STATE/COUNTY-  SC/CHARLESTON
 CJ0435  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0435
 CJ0435                         *CURRENT SURVEY CONTROL
 CJ0435  ___________________________________________________________________
 CJ0435* NAD 83(1986)-  32 40 34.     (N)    079 57 06.     (W)     SCALED    
 CJ0435* NAVD 88     -         3.200  (meters)      10.50   (feet)  ADJUSTED  
 CJ0435  ___________________________________________________________________
 CJ0435  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0435  DYNAMIC HT  -           3.197 (meters)      10.49  (feet)  COMP
 CJ0435  MODELED GRAV-     979,534.8   (mgal)                       NAVD 88
 CJ0435
 CJ0435  VERT ORDER  -  FIRST     CLASS II
 CJ0435
 CJ0435.The horizontal coordinates were scaled from a topographic map and have
 CJ0435.an estimated accuracy of +/- 6 seconds.
 CJ0435
 CJ0435.The orthometric height was determined by differential leveling
 CJ0435.and adjusted by the National Geodetic Survey in June 1991..
 CJ0435
 CJ0435.This Tidal Bench Mark is designated as VM 4164
 CJ0435.by the Center for Operational Oceanographic Products and Services.
 CJ0435
 CJ0435.The geoid height was determined by GEOID03.
 CJ0435
 CJ0435.The dynamic height is computed by dividing the NAVD 88
 CJ0435.geopotential number by the normal gravity value computed on the
 CJ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0435.degrees latitude (g = 980.6199 gals.).
 CJ0435
 CJ0435.The modeled gravity was interpolated from observed gravity values.
 CJ0435
 CJ0435;                    North         East    Units  Estimated Accuracy
 CJ0435;SPC SC       -    93,970.      707,920.      MT  (+/- 180 meters Scaled)
 CJ0435
 CJ0435                          SUPERSEDED SURVEY CONTROL
 CJ0435
 CJ0435  NGVD 29 (05/09/91)    3.501  (m)           11.49   (f) ADJUSTED    1 2
 CJ0435
 CJ0435.Superseded values are not recommended for survey control.
 CJ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0435.See file dsdata.txt to determine how the superseded data were derived.
 CJ0435
 CJ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS982158(NAD 83)
 CJ0435_MARKER: DJ = TIDAL STATION DISK
 CJ0435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CJ0435_SP_SET: BRIDGE WALKWAY
 CJ0435_STAMPING: C.D. NO. 3 1975
 CJ0435_MARK LOGO: NOS   
 CJ0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0435+STABILITY: SURFACE MOTION
 CJ0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0435+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0435
 CJ0435  HISTORY     - Date     Condition        Report By
 CJ0435  HISTORY     - 1975     MONUMENTED       NOS
 CJ0435  HISTORY     - 1983     GOOD             SCGS
 CJ0435  HISTORY     - 1989     GOOD             USPSQD
 CJ0435  HISTORY     - 19900518 GOOD             NGS
 CJ0435  HISTORY     - 19920817 GOOD             NGS
 CJ0435
 CJ0435                          STATION DESCRIPTION
 CJ0435
 CJ0435'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0435'6.4 KM (4.0 MI) SOUTH FROM CENTERVILLE.
 CJ0435'THE MARK IS 0.30 M ABOVE HIGHWAY 171.
 CJ0435'10.7 KILOMETERS (6.6 MILES) SOUTH ALONG STATE HIGHWAY
 CJ0435'171 FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0435'SET IN THE NORTHWEST CORNER OF THE BRIDGE THAT CROSSES FOLLY
 CJ0435'CREEK.
 CJ0435
 CJ0435                          STATION RECOVERY (1989)
 CJ0435
 CJ0435'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0435'RECOVERED IN GOOD CONDITION.
 CJ0435
 CJ0435                          STATION RECOVERY (1990)
 CJ0435
 CJ0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0435'RECOVERED IN GOOD CONDITION.
 CJ0435
 CJ0435                          STATION RECOVERY (1992)
 CJ0435
 CJ0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0435'2.7 KM (1.65 MI) NORTHERLY ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 CJ0435'OF EAST ASHLEY AVENUE IN FOLLY BEACH, IN TOP OF AND 0.2 M (0.7 FT)
 CJ0435'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE WALKWAY OF
 CJ0435'THE HIGHWAY BRIDGE SPANNING FOLLY CREEK, 4.8 M (15.7 FT) SOUTHWEST OF
 CJ0435'THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 CJ0435'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0288 ***********************************************************************
 CJ0288  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0288  DESIGNATION -  866 5426 A TIDAL
 CJ0288  PID         -  CJ0288
 CJ0288  STATE/COUNTY-  SC/CHARLESTON
 CJ0288  USGS QUAD   -  CHARLESTON (1983)
 CJ0288
 CJ0288                         *CURRENT SURVEY CONTROL
 CJ0288  ___________________________________________________________________
 CJ0288* NAD 83(1986)-  32 47 34.     (N)    079 52 51.     (W)     SCALED    
 CJ0288* NAVD 88     -         1.279  (meters)       4.20   (feet)  ADJUSTED  
 CJ0288  ___________________________________________________________________
 CJ0288  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 CJ0288  DYNAMIC HT  -           1.278 (meters)       4.19  (feet)  COMP
 CJ0288  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 CJ0288
 CJ0288  VERT ORDER  -  FIRST     CLASS II
 CJ0288
 CJ0288.The horizontal coordinates were scaled from a topographic map and have
 CJ0288.an estimated accuracy of +/- 6 seconds.
 CJ0288
 CJ0288.The orthometric height was determined by differential leveling
 CJ0288.and adjusted by the National Geodetic Survey in June 1991..
 CJ0288
 CJ0288.This Tidal Bench Mark is designated as VM 4168
 CJ0288.by the Center for Operational Oceanographic Products and Services.
 CJ0288
 CJ0288.The geoid height was determined by GEOID03.
 CJ0288
 CJ0288.The dynamic height is computed by dividing the NAVD 88
 CJ0288.geopotential number by the normal gravity value computed on the
 CJ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0288.degrees latitude (g = 980.6199 gals.).
 CJ0288
 CJ0288.The modeled gravity was interpolated from observed gravity values.
 CJ0288
 CJ0288;                    North         East    Units  Estimated Accuracy
 CJ0288;SPC SC       -   106,970.      714,420.      MT  (+/- 180 meters Scaled)
 CJ0288
 CJ0288                          SUPERSEDED SURVEY CONTROL
 CJ0288
 CJ0288  NGVD 29 (03/21/89)    1.579  (m)            5.18   (f) ADJUSTED    1 2
 CJ0288
 CJ0288.Superseded values are not recommended for survey control.
 CJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0288.See file dsdata.txt to determine how the superseded data were derived.
 CJ0288
 CJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS047288(NAD 83)
 CJ0288_MARKER: DJ = TIDAL STATION DISK
 CJ0288_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0288_SP_SET: COPPER-CLAD STEEL ROD
 CJ0288_STAMPING: 5426 A 1977
 CJ0288_PROJECTION: FLUSH
 CJ0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0288_ROD/PIPE-DEPTH: 9.75 meters
 CJ0288
 CJ0288  HISTORY     - Date     Condition        Report By
 CJ0288  HISTORY     - 1977     MONUMENTED       NOS
 CJ0288  HISTORY     - 1979     GOOD             NGS
 CJ0288  HISTORY     - 19900522 MARK NOT FOUND   NGS
 CJ0288  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0288
 CJ0288                          STATION DESCRIPTION
 CJ0288
 CJ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0288'0.6 MI NW FROM MOUNT PLEASANT.
 CJ0288'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0288'MIDDLE SCHOOL IN MOUNT PLEASANT.  SET AT THE HIGHWAY BRIDGE OVER
 CJ0288'SHEM CREEK IN BACK OF THE TAWLER RESTAURANT, 47.6 FEET SOUTHEAST OF
 CJ0288'THE CENTER OF THE WOODEN DOCK RAMP, 6 FEET NORTH-NORTHWEST OF THE
 CJ0288'CENTER OF THE METAL STEPS LEADING TO THE RESTAURANT, AND 2.5 FEET
 CJ0288'NORTH-NORTHWEST OF THE RESTAURANT HOT WATER HEATING BUILDING.
 CJ0288'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0288
 CJ0288                          STATION RECOVERY (1990)
 CJ0288
 CJ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0288'THE RESTAURANT AT THE DESCRIBED LOCATION BURNED, HAS BEEN GRADED, AND
 CJ0288'IS NOW UNDER CONSTRUCTION.
 CJ0288
 CJ0288                          STATION RECOVERY (1992)
 CJ0288
 CJ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0288'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0290 ***********************************************************************
 CJ0290  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0290  DESIGNATION -  866 5426 B TIDAL
 CJ0290  PID         -  CJ0290
 CJ0290  STATE/COUNTY-  SC/CHARLESTON
 CJ0290  USGS QUAD   -  CHARLESTON (1983)
 CJ0290
 CJ0290                         *CURRENT SURVEY CONTROL
 CJ0290  ___________________________________________________________________
 CJ0290* NAD 83(1986)-  32 47 33.     (N)    079 52 51.     (W)     SCALED    
 CJ0290* NAVD 88     -         4.593  (meters)      15.07   (feet)  ADJUSTED  
 CJ0290  ___________________________________________________________________
 CJ0290  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 CJ0290  DYNAMIC HT  -           4.588 (meters)      15.05  (feet)  COMP
 CJ0290  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 CJ0290
 CJ0290  VERT ORDER  -  FIRST     CLASS II
 CJ0290
 CJ0290.The horizontal coordinates were scaled from a topographic map and have
 CJ0290.an estimated accuracy of +/- 6 seconds.
 CJ0290
 CJ0290.The orthometric height was determined by differential leveling
 CJ0290.and adjusted by the National Geodetic Survey in June 1991..
 CJ0290
 CJ0290.This Tidal Bench Mark is designated as VM 4169
 CJ0290.by the Center for Operational Oceanographic Products and Services.
 CJ0290
 CJ0290.The geoid height was determined by GEOID03.
 CJ0290
 CJ0290.The dynamic height is computed by dividing the NAVD 88
 CJ0290.geopotential number by the normal gravity value computed on the
 CJ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0290.degrees latitude (g = 980.6199 gals.).
 CJ0290
 CJ0290.The modeled gravity was interpolated from observed gravity values.
 CJ0290
 CJ0290;                    North         East    Units  Estimated Accuracy
 CJ0290;SPC SC       -   106,940.      714,420.      MT  (+/- 180 meters Scaled)
 CJ0290
 CJ0290                          SUPERSEDED SURVEY CONTROL
 CJ0290
 CJ0290  NGVD 29 (03/21/89)    4.892  (m)           16.05   (f) ADJUSTED    1 2
 CJ0290
 CJ0290.Superseded values are not recommended for survey control.
 CJ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0290.See file dsdata.txt to determine how the superseded data were derived.
 CJ0290
 CJ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS047288(NAD 83)
 CJ0290_MARKER: DJ = TIDAL STATION DISK
 CJ0290_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0290_SP_SET: COPPER-CLAD STEEL ROD
 CJ0290_STAMPING: 5426 B 1977
 CJ0290_PROJECTION: FLUSH
 CJ0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0290_ROD/PIPE-DEPTH: 7.32 meters
 CJ0290
 CJ0290  HISTORY     - Date     Condition        Report By
 CJ0290  HISTORY     - 1977     MONUMENTED       NOS
 CJ0290  HISTORY     - 1979     GOOD             NGS
 CJ0290  HISTORY     - 19900522 MARK NOT FOUND   NGS
 CJ0290  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0290
 CJ0290                          STATION DESCRIPTION
 CJ0290
 CJ0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0290'0.6 MI NW FROM MOUNT PLEASANT.
 CJ0290'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0290'HIGH SCHOOL IN MOUNT PLEASANT.  SET AT THE HIGHWAY BRIDGE OVER THE
 CJ0290'SHEM CREEK, 24.8 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CJ0290'19.7 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER C-42169, 14 FEET
 CJ0290'SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE, 6.4 FEET SOUTHWEST OF
 CJ0290'THE SOUTHWEST CURB OF THE HIGHWAY.
 CJ0290'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CJ0290
 CJ0290                          STATION RECOVERY (1990)
 CJ0290
 CJ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0290'THE DESCRIBED AREA IS NOW A WASHED OUT AREA.
 CJ0290
 CJ0290                          STATION RECOVERY (1992)
 CJ0290
 CJ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0290'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0292 ***********************************************************************
 CJ0292  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0292  DESIGNATION -  866 5426 C TIDAL
 CJ0292  PID         -  CJ0292
 CJ0292  STATE/COUNTY-  SC/CHARLESTON
 CJ0292  USGS QUAD   -  CHARLESTON (1983)
 CJ0292
 CJ0292                         *CURRENT SURVEY CONTROL
 CJ0292  ___________________________________________________________________
 CJ0292* NAD 83(1986)-  32 47 37.     (N)    079 52 55.     (W)     SCALED    
 CJ0292* NAVD 88     -         3.164  (meters)      10.38   (feet)  ADJUSTED  
 CJ0292  ___________________________________________________________________
 CJ0292  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 CJ0292  DYNAMIC HT  -           3.160 (meters)      10.37  (feet)  COMP
 CJ0292  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 CJ0292
 CJ0292  VERT ORDER  -  FIRST     CLASS II
 CJ0292
 CJ0292.The horizontal coordinates were scaled from a topographic map and have
 CJ0292.an estimated accuracy of +/- 6 seconds.
 CJ0292
 CJ0292.The orthometric height was determined by differential leveling
 CJ0292.and adjusted by the National Geodetic Survey in June 1991..
 CJ0292
 CJ0292.This Tidal Bench Mark is designated as VM 4170
 CJ0292.by the Center for Operational Oceanographic Products and Services.
 CJ0292
 CJ0292.The geoid height was determined by GEOID03.
 CJ0292
 CJ0292.The dynamic height is computed by dividing the NAVD 88
 CJ0292.geopotential number by the normal gravity value computed on the
 CJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0292.degrees latitude (g = 980.6199 gals.).
 CJ0292
 CJ0292.The modeled gravity was interpolated from observed gravity values.
 CJ0292
 CJ0292;                    North         East    Units  Estimated Accuracy
 CJ0292;SPC SC       -   107,060.      714,320.      MT  (+/- 180 meters Scaled)
 CJ0292
 CJ0292                          SUPERSEDED SURVEY CONTROL
 CJ0292
 CJ0292  NGVD 29 (03/21/89)    3.463  (m)           11.36   (f) ADJUSTED    1 2
 CJ0292
 CJ0292.Superseded values are not recommended for survey control.
 CJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0292.See file dsdata.txt to determine how the superseded data were derived.
 CJ0292
 CJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS046289(NAD 83)
 CJ0292_MARKER: DJ = TIDAL STATION DISK
 CJ0292_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0292_SP_SET: COPPER-CLAD STEEL ROD
 CJ0292_STAMPING: 5426 C 1977
 CJ0292_PROJECTION: FLUSH
 CJ0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0292_ROD/PIPE-DEPTH: 7.32 meters
 CJ0292
 CJ0292  HISTORY     - Date     Condition        Report By
 CJ0292  HISTORY     - 1977     MONUMENTED       NOS
 CJ0292  HISTORY     - 1979     GOOD             NGS
 CJ0292  HISTORY     - 19900522 MARK NOT FOUND   NGS
 CJ0292  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0292
 CJ0292                          STATION DESCRIPTION
 CJ0292
 CJ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0292'0.7 MI NW FROM MOUNT PLEASANT.
 CJ0292'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THE MOULTRIE
 CJ0292'MIDDLE SCHOOL IN MOUNT PLEASANT.  SET 0.05 MILE NORTHWEST OF THE
 CJ0292'NORTHWEST END OF THE HIGHWAY BRIDGE OVER SHEM CREEK, 82.3 FEET EAST
 CJ0292'OF POWER POLE NUMBER 221797, 76.8 FEET SOUTHEAST OF THE CURB OF THE
 CJ0292'SOUTH DRIVEWAY TO THE OK TIRE STORE, 27 FEET NORTH OF THE CENTERLINE
 CJ0292'OF A PAVED ROAD TO LORELEI SEAFOOD RESTAURANT, 4 FEET SOUTHEAST OF
 CJ0292'POWER POLE NUMBER 92, AND 9.5 FEET SOUTHWEST OF THE SOUTH CURB OF THE
 CJ0292'HIGHWAY.
 CJ0292'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CJ0292
 CJ0292                          STATION RECOVERY (1990)
 CJ0292
 CJ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0292'A THOUROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 CJ0292
 CJ0292                          STATION RECOVERY (1992)
 CJ0292
 CJ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0292'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2417 ***********************************************************************
 CK2417  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2417  DESIGNATION -  866 5475 A TIDAL
 CK2417  PID         -  CK2417
 CK2417  STATE/COUNTY-  SC/CHARLESTON
 CK2417  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2417
 CK2417                         *CURRENT SURVEY CONTROL
 CK2417  ___________________________________________________________________
 CK2417* NAD 83(1986)-  32 47 06.     (N)    080 06 22.     (W)     SCALED    
 CK2417* NAVD 88     -         1.462  (meters)       4.80   (feet)  ADJUSTED  
 CK2417  ___________________________________________________________________
 CK2417  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2417  DYNAMIC HT  -           1.461 (meters)       4.79  (feet)  COMP
 CK2417  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK2417
 CK2417  VERT ORDER  -  FIRST     CLASS II
 CK2417
 CK2417.The horizontal coordinates were scaled from a topographic map and have
 CK2417.an estimated accuracy of +/- 6 seconds.
 CK2417
 CK2417.The orthometric height was determined by differential leveling
 CK2417.and adjusted by the National Geodetic Survey in June 1991..
 CK2417
 CK2417.This Tidal Bench Mark is designated as VM 4172
 CK2417.by the Center for Operational Oceanographic Products and Services.
 CK2417
 CK2417.The geoid height was determined by GEOID03.
 CK2417
 CK2417.The dynamic height is computed by dividing the NAVD 88
 CK2417.geopotential number by the normal gravity value computed on the
 CK2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2417.degrees latitude (g = 980.6199 gals.).
 CK2417
 CK2417.The modeled gravity was interpolated from observed gravity values.
 CK2417
 CK2417;                    North         East    Units  Estimated Accuracy
 CK2417;SPC SC       -   105,900.      693,330.      MT  (+/- 180 meters Scaled)
 CK2417
 CK2417                          SUPERSEDED SURVEY CONTROL
 CK2417
 CK2417  NGVD 29 (03/21/89)    1.758  (m)            5.77   (f) ADJUSTED    1 2
 CK2417
 CK2417.Superseded values are not recommended for survey control.
 CK2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2417.See file dsdata.txt to determine how the superseded data were derived.
 CK2417
 CK2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS837278(NAD 83)
 CK2417_MARKER: DJ = TIDAL STATION DISK
 CK2417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2417_SP_SET: STAINLESS STEEL ROD
 CK2417_STAMPING: 5475 A 1977
 CK2417_MARK LOGO: NOS   
 CK2417_PROJECTION: FLUSH
 CK2417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2417_ROD/PIPE-DEPTH: 7.30 meters
 CK2417
 CK2417  HISTORY     - Date     Condition        Report By
 CK2417  HISTORY     - 1977     MONUMENTED       NOS
 CK2417  HISTORY     - 1983     GOOD             SCGS
 CK2417  HISTORY     - 20010310 GOOD             USPSQD
 CK2417  HISTORY     - 20010331 POOR             NGS
 CK2417  HISTORY     - 20011210 POOR             NGS
 CK2417
 CK2417                          STATION DESCRIPTION
 CK2417
 CK2417'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2417'9.6 KM (6.0 MI) SW FROM SAINT ANDREWS.
 CK2417'2.0 KILOMETERS (1.25 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2417'JUNCTION OF U.S. HIGHWAY 17 (WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2417'WEST OF SAINT ANDREWS), SET NEAR THE SECOND POWER POLE AT THE ENTRANCE
 CK2417'TO A WOODEN DOCK, 59.3 METERS (194.5 FEET) EAST-NORTHEAST OF THE
 CK2417'SOUTHEAST CORNER OF THE JOHN F. LIMEHOUSE BRIDGE, 43.7 METERS (143.6
 CK2417'FEET) EAST-SOUTHEAST OF 866 5475 B TIDAL, 9.5 METERS (31.0 FEET) SOUTH
 CK2417'OF POWER POLE NUMBER 29SW-74Y, 2.1 METERS (7.0 FEET) WEST OF THE EDGE
 CK2417'OF THE MARSH LINE.
 CK2417'THE MARK IS 3.70 M BELOW COUNTY ROAD S-10-20.
 CK2417
 CK2417                          STATION RECOVERY (2001)
 CK2417
 CK2417'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2417'RECOVERED IN GOOD CONDITION.
 CK2417
 CK2417                          STATION RECOVERY (2001)
 CK2417
 CK2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2417
 CK2417                          STATION RECOVERY (2001)
 CK2417
 CK2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2416 ***********************************************************************
 CK2416  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2416  DESIGNATION -  866 5475 B TIDAL
 CK2416  PID         -  CK2416
 CK2416  STATE/COUNTY-  SC/CHARLESTON
 CK2416  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2416
 CK2416                         *CURRENT SURVEY CONTROL
 CK2416  ___________________________________________________________________
 CK2416* NAD 83(1986)-  32 47 06.     (N)    080 06 24.     (W)     SCALED    
 CK2416* NAVD 88     -         1.218  (meters)       4.00   (feet)  ADJUSTED  
 CK2416  ___________________________________________________________________
 CK2416  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2416  DYNAMIC HT  -           1.217 (meters)       3.99  (feet)  COMP
 CK2416  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK2416
 CK2416  VERT ORDER  -  FIRST     CLASS II
 CK2416
 CK2416.The horizontal coordinates were scaled from a topographic map and have
 CK2416.an estimated accuracy of +/- 6 seconds.
 CK2416
 CK2416.The orthometric height was determined by differential leveling
 CK2416.and adjusted by the National Geodetic Survey in June 1991..
 CK2416
 CK2416.This Tidal Bench Mark is designated as VM 4173
 CK2416.by the Center for Operational Oceanographic Products and Services.
 CK2416
 CK2416.The geoid height was determined by GEOID03.
 CK2416
 CK2416.The dynamic height is computed by dividing the NAVD 88
 CK2416.geopotential number by the normal gravity value computed on the
 CK2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2416.degrees latitude (g = 980.6199 gals.).
 CK2416
 CK2416.The modeled gravity was interpolated from observed gravity values.
 CK2416
 CK2416;                    North         East    Units  Estimated Accuracy
 CK2416;SPC SC       -   105,900.      693,280.      MT  (+/- 180 meters Scaled)
 CK2416
 CK2416                          SUPERSEDED SURVEY CONTROL
 CK2416
 CK2416  NGVD 29 (03/21/89)    1.514  (m)            4.97   (f) ADJUSTED    1 2
 CK2416
 CK2416.Superseded values are not recommended for survey control.
 CK2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2416.See file dsdata.txt to determine how the superseded data were derived.
 CK2416
 CK2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS836278(NAD 83)
 CK2416_MARKER: DJ = TIDAL STATION DISK
 CK2416_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CK2416_SP_SET: TOWER FOUNDATION
 CK2416_STAMPING: 5475 B 1977
 CK2416_MARK LOGO: NOS   
 CK2416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2416+STABILITY: POSITION/ELEVATION WELL
 CK2416
 CK2416  HISTORY     - Date     Condition        Report By
 CK2416  HISTORY     - 1977     MONUMENTED       NOS
 CK2416  HISTORY     - 1983     GOOD             SCGS
 CK2416
 CK2416                          STATION DESCRIPTION
 CK2416
 CK2416'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2416'9.6 KM (6.0 MI) WEST FROM SAINT ANDREWS.
 CK2416'2.0 KILOMETERS (1.25 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2416'JUNCTION OF U.S. HIGHWAY 17, (WHICH IS ABOUT 9.6 KILOMETERS (6.0
 CK2416'MILES) WEST OF SAINT ANDREWS), SET IN THE NORTHWEST LEG OF AN
 CK2416'ELECTRICAL TOWER ON THE SOUTH SIDE OF THE STONO RIVER, 28.0 METERS
 CK2416'(92.0 FEET) WEST-NORTHWEST OF THE WEST EDGE OF A WOODEN DOCK, 49.0
 CK2416'METERS (161.0 FEET) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 CK2416'BRIDGE.
 CK2416'THE MARK IS 7.60 M BELOW COUNTY ROAD S-10-20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2418 ***********************************************************************
 CK2418  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2418  DESIGNATION -  866 5475 C TIDAL
 CK2418  PID         -  CK2418
 CK2418  STATE/COUNTY-  SC/CHARLESTON
 CK2418  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2418
 CK2418                         *CURRENT SURVEY CONTROL
 CK2418  ___________________________________________________________________
 CK2418* NAD 83(1986)-  32 47 06.     (N)    080 06 22.     (W)     SCALED    
 CK2418* NAVD 88     -         1.379  (meters)       4.52   (feet)  ADJUSTED  
 CK2418  ___________________________________________________________________
 CK2418  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2418  DYNAMIC HT  -           1.377 (meters)       4.52  (feet)  COMP
 CK2418  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK2418
 CK2418  VERT ORDER  -  FIRST     CLASS II
 CK2418
 CK2418.The horizontal coordinates were scaled from a topographic map and have
 CK2418.an estimated accuracy of +/- 6 seconds.
 CK2418
 CK2418.The orthometric height was determined by differential leveling
 CK2418.and adjusted by the National Geodetic Survey in June 1991..
 CK2418
 CK2418.This Tidal Bench Mark is designated as VM 4174
 CK2418.by the Center for Operational Oceanographic Products and Services.
 CK2418
 CK2418.The geoid height was determined by GEOID03.
 CK2418
 CK2418.The dynamic height is computed by dividing the NAVD 88
 CK2418.geopotential number by the normal gravity value computed on the
 CK2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2418.degrees latitude (g = 980.6199 gals.).
 CK2418
 CK2418.The modeled gravity was interpolated from observed gravity values.
 CK2418
 CK2418;                    North         East    Units  Estimated Accuracy
 CK2418;SPC SC       -   105,900.      693,330.      MT  (+/- 180 meters Scaled)
 CK2418
 CK2418                          SUPERSEDED SURVEY CONTROL
 CK2418
 CK2418  NGVD 29 (03/21/89)    1.675  (m)            5.50   (f) ADJUSTED    1 2
 CK2418
 CK2418.Superseded values are not recommended for survey control.
 CK2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2418.See file dsdata.txt to determine how the superseded data were derived.
 CK2418
 CK2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS837278(NAD 83)
 CK2418_MARKER: DJ = TIDAL STATION DISK
 CK2418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2418_SP_SET: STAINLESS STEEL ROD
 CK2418_STAMPING: 5475 C 1977
 CK2418_MARK LOGO: NOS   
 CK2418_PROJECTION: FLUSH
 CK2418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2418_ROD/PIPE-DEPTH: 7.30 meters
 CK2418
 CK2418  HISTORY     - Date     Condition        Report By
 CK2418  HISTORY     - 1977     MONUMENTED       NOS
 CK2418  HISTORY     - 1983     GOOD             SCGS
 CK2418
 CK2418                          STATION DESCRIPTION
 CK2418
 CK2418'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2418'9.6 KM (6.0 MI) SW FROM SAINT ANDREWS.
 CK2418'2.0 KILOMETERS (1.25 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2418'JUNCTION OF U.S. HIGHWAY 17 (WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2418'WEST OF SAINT ANDREWS), SET BETWEEN THE PARKING AREA AND THE MARSH
 CK2418'LINE, 68.4 METERS (224.6 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 CK2418'OF THE JOHN F. LIMEHOUSE BRIDGE, 25.0 METERS (82.2 FEET) NORTH OF THE
 CK2418'THIRD POWER POLE FROM THE DOCK, 2.4 METERS (8.0 FEET) WEST OF THE EDGE
 CK2418'OF THE MARSH LINE.
 CK2418'THE MARK IS 2.10 M BELOW COUNTY ROAD S-10-20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2415 ***********************************************************************
 CK2415  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2415  DESIGNATION -  866 5475 D TIDAL
 CK2415  PID         -  CK2415
 CK2415  STATE/COUNTY-  SC/CHARLESTON
 CK2415  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2415
 CK2415                         *CURRENT SURVEY CONTROL
 CK2415  ___________________________________________________________________
 CK2415* NAD 83(1986)-  32 47 06.     (N)    080 06 24.     (W)     SCALED    
 CK2415* NAVD 88     -         4.830  (meters)      15.85   (feet)  ADJUSTED  
 CK2415  ___________________________________________________________________
 CK2415  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2415  DYNAMIC HT  -           4.825 (meters)      15.83  (feet)  COMP
 CK2415  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK2415
 CK2415  VERT ORDER  -  FIRST     CLASS II
 CK2415
 CK2415.The horizontal coordinates were scaled from a topographic map and have
 CK2415.an estimated accuracy of +/- 6 seconds.
 CK2415
 CK2415.The orthometric height was determined by differential leveling
 CK2415.and adjusted by the National Geodetic Survey in June 1991..
 CK2415
 CK2415.This Tidal Bench Mark is designated as VM 4175
 CK2415.by the Center for Operational Oceanographic Products and Services.
 CK2415
 CK2415.The geoid height was determined by GEOID03.
 CK2415
 CK2415.The dynamic height is computed by dividing the NAVD 88
 CK2415.geopotential number by the normal gravity value computed on the
 CK2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2415.degrees latitude (g = 980.6199 gals.).
 CK2415
 CK2415.The modeled gravity was interpolated from observed gravity values.
 CK2415
 CK2415;                    North         East    Units  Estimated Accuracy
 CK2415;SPC SC       -   105,900.      693,280.      MT  (+/- 180 meters Scaled)
 CK2415
 CK2415                          SUPERSEDED SURVEY CONTROL
 CK2415
 CK2415  NGVD 29 (03/21/89)    5.126  (m)           16.82   (f) ADJUSTED    1 2
 CK2415
 CK2415.Superseded values are not recommended for survey control.
 CK2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2415.See file dsdata.txt to determine how the superseded data were derived.
 CK2415
 CK2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS836278(NAD 83)
 CK2415_MARKER: DJ = TIDAL STATION DISK
 CK2415_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK2415_SP_SET: IN BRIDGE
 CK2415_STAMPING: 5475 D 1977
 CK2415_MARK LOGO: NOS   
 CK2415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2415
 CK2415  HISTORY     - Date     Condition        Report By
 CK2415  HISTORY     - 1977     MONUMENTED       NOS
 CK2415  HISTORY     - 1983     GOOD             SCGS
 CK2415  HISTORY     - 20010310 GOOD             USPSQD
 CK2415  HISTORY     - 20010331 GOOD             NGS
 CK2415  HISTORY     - 20011210 GOOD             NGS
 CK2415
 CK2415                          STATION DESCRIPTION
 CK2415
 CK2415'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2415'9.6 KM (6.0 MI) SW FROM SAINT ANDREWS.
 CK2415'2.0 KILOMETERS (1.25 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2415'JUNCTION OF U.S. HIGHWAY 17 (WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2415'WEST OF SAINT ANDREWS), SET IN THE SOUTHEAST END OF THE JOHN F.
 CK2415'LIMEHOUSE BRIDGE THAT CROSSES THE STONO RIVER.
 CK2415'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-10-20.
 CK2415
 CK2415                          STATION RECOVERY (2001)
 CK2415
 CK2415'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2415'RECOVERED IN GOOD CONDITION.
 CK2415
 CK2415                          STATION RECOVERY (2001)
 CK2415
 CK2415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2415'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CK2415
 CK2415                          STATION RECOVERY (2001)
 CK2415
 CK2415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK2415'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2419 ***********************************************************************
 CK2419  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2419  DESIGNATION -  866 5475 E TIDAL
 CK2419  PID         -  CK2419
 CK2419  STATE/COUNTY-  SC/CHARLESTON
 CK2419  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2419
 CK2419                         *CURRENT SURVEY CONTROL
 CK2419  ___________________________________________________________________
 CK2419* NAD 83(1986)-  32 47 06.     (N)    080 06 22.     (W)     SCALED    
 CK2419* NAVD 88     -         1.610  (meters)       5.28   (feet)  ADJUSTED  
 CK2419  ___________________________________________________________________
 CK2419  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2419  DYNAMIC HT  -           1.608 (meters)       5.28  (feet)  COMP
 CK2419  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK2419
 CK2419  VERT ORDER  -  FIRST     CLASS II
 CK2419
 CK2419.The horizontal coordinates were scaled from a topographic map and have
 CK2419.an estimated accuracy of +/- 6 seconds.
 CK2419
 CK2419.The orthometric height was determined by differential leveling
 CK2419.and adjusted by the National Geodetic Survey in June 1991..
 CK2419
 CK2419.This Tidal Bench Mark is designated as VM 4176
 CK2419.by the Center for Operational Oceanographic Products and Services.
 CK2419
 CK2419.The geoid height was determined by GEOID03.
 CK2419
 CK2419.The dynamic height is computed by dividing the NAVD 88
 CK2419.geopotential number by the normal gravity value computed on the
 CK2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2419.degrees latitude (g = 980.6199 gals.).
 CK2419
 CK2419.The modeled gravity was interpolated from observed gravity values.
 CK2419
 CK2419;                    North         East    Units  Estimated Accuracy
 CK2419;SPC SC       -   105,900.      693,330.      MT  (+/- 180 meters Scaled)
 CK2419
 CK2419                          SUPERSEDED SURVEY CONTROL
 CK2419
 CK2419  NGVD 29 (03/21/89)    1.906  (m)            6.25   (f) ADJUSTED    1 2
 CK2419
 CK2419.Superseded values are not recommended for survey control.
 CK2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2419.See file dsdata.txt to determine how the superseded data were derived.
 CK2419
 CK2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS837278(NAD 83)
 CK2419_MARKER: DJ = TIDAL STATION DISK
 CK2419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2419_SP_SET: STAINLESS STEEL ROD
 CK2419_STAMPING: 5475 E 1977
 CK2419_MARK LOGO: NOS   
 CK2419_PROJECTION: FLUSH
 CK2419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2419_ROD/PIPE-DEPTH: 4.80 meters
 CK2419
 CK2419  HISTORY     - Date     Condition        Report By
 CK2419  HISTORY     - 1977     MONUMENTED       NOS
 CK2419  HISTORY     - 1983     GOOD             SCGS
 CK2419
 CK2419                          STATION DESCRIPTION
 CK2419
 CK2419'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2419'9.6 KM (6.0 MI) SW FROM SAINT ANDREWS.
 CK2419'2.0 KILOMETERS (1.25 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2419'JUNCTION OF U.S. HIGHWAY 17 (WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2419'WEST OF SAINT ANDREWS), SET BETWEEN THE PARKING AREA AND THE COUNTY
 CK2419'ROAD, 53.5 METERS (175.3 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 CK2419'OF THE JOHN F. LIMEHOUSE BRIDGE, 34.6 METERS (113.2 FEET) WEST OF 866
 CK2419'5475 C TIDAL, 13.1 METERS (43.0 FEET) EAST OF THE CENTERLINE OF COUNTY
 CK2419'ROAD S-10-20.
 CK2419'THE MARK IS 1.80 M BELOW COUNTY ROAD S-10-20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0616 ***********************************************************************
 CJ0616  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0616  DESIGNATION -  866 5494 TIDAL IPP 3
 CJ0616  PID         -  CJ0616
 CJ0616  STATE/COUNTY-  SC/CHARLESTON
 CJ0616  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0616
 CJ0616                         *CURRENT SURVEY CONTROL
 CJ0616  ___________________________________________________________________
 CJ0616* NAD 83(1986)-  32 47 10.     (N)    079 47 15.     (W)     SCALED    
 CJ0616* NAVD 88     -         2.848  (meters)       9.34   (feet)  ADJUSTED  
 CJ0616  ___________________________________________________________________
 CJ0616  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 CJ0616  DYNAMIC HT  -           2.845 (meters)       9.33  (feet)  COMP
 CJ0616  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CJ0616
 CJ0616  VERT ORDER  -  FIRST     CLASS II
 CJ0616
 CJ0616.The horizontal coordinates were scaled from a topographic map and have
 CJ0616.an estimated accuracy of +/- 6 seconds.
 CJ0616
 CJ0616.The orthometric height was determined by differential leveling
 CJ0616.and adjusted by the National Geodetic Survey in June 1991..
 CJ0616
 CJ0616.This Tidal Bench Mark is designated as VM 4181
 CJ0616.by the Center for Operational Oceanographic Products and Services.
 CJ0616
 CJ0616.The geoid height was determined by GEOID03.
 CJ0616
 CJ0616.The dynamic height is computed by dividing the NAVD 88
 CJ0616.geopotential number by the normal gravity value computed on the
 CJ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0616.degrees latitude (g = 980.6199 gals.).
 CJ0616
 CJ0616.The modeled gravity was interpolated from observed gravity values.
 CJ0616
 CJ0616;                    North         East    Units  Estimated Accuracy
 CJ0616;SPC SC       -   106,330.      723,170.      MT  (+/- 180 meters Scaled)
 CJ0616
 CJ0616                          SUPERSEDED SURVEY CONTROL
 CJ0616
 CJ0616  NGVD 29 (03/21/89)    3.147  (m)           10.32   (f) ADJUSTED    1 2
 CJ0616
 CJ0616.Superseded values are not recommended for survey control.
 CJ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0616.See file dsdata.txt to determine how the superseded data were derived.
 CJ0616
 CJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS135282(NAD 83)
 CJ0616_MARKER: DJ = TIDAL STATION DISK
 CJ0616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0616_SP_SET: COPPER-CLAD STEEL ROD
 CJ0616_STAMPING: I.P.P. NO. 3 1975
 CJ0616_MARK LOGO: NOS   
 CJ0616_PROJECTION: FLUSH
 CJ0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0616_ROD/PIPE-DEPTH: 19.2 meters
 CJ0616
 CJ0616  HISTORY     - Date     Condition        Report By
 CJ0616  HISTORY     - 1975     MONUMENTED       NOS
 CJ0616  HISTORY     - 1984     GOOD             SCGS
 CJ0616  HISTORY     - 19900522 MARK NOT FOUND   NGS
 CJ0616  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0616
 CJ0616                          STATION DESCRIPTION
 CJ0616
 CJ0616'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0616'IN ISLE OF PALMS.
 CJ0616'0.3 KILOMETER (0.2 MILE) SOUTHEAST ALONG FOURTEENTH AVENUE (COUNTY
 CJ0616'ROAD S-10-497) FROM THE POST OFFICE ON THE ISLE OF PALMS, THENCE 0.2
 CJ0616'KILOMETER (0.1 MILE) SOUTHWEST ALONG OCEAN BOULEVARD, SET NEAR A POWER
 CJ0616'POLE AT THE CORNER OF A CHAIN LINK FENCE IN THE NORTHWEST ANGLE OF THE
 CJ0616'JUNCTION OF PAVILION DRIVE (COUNTY ROAD S-10-257), 8.4 METERS (27.5
 CJ0616'FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF PAVILION DRIVE,
 CJ0616'3.6 METERS (11.9 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHAIN
 CJ0616'LINK FENCE, 1.3 METERS (4.3 FEET) EAST OF THE POWER POLE, 14.0 METERS
 CJ0616'(45.8 FEET) NORTH-NORTHEAST OF THE NORTH-NORTHEAST CORNER OF A CEMENT
 CJ0616'BLOCK BUILDING (ICE CREAM CHURN).  NOTE--THIS IS A ROD MARK WITH THE
 CJ0616'ROD CEMENTED LIKE A POST, NO PVC AROUND IT.
 CJ0616
 CJ0616                          STATION RECOVERY (1990)
 CJ0616
 CJ0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0616'THE DESCRIBED AREA HAS BEEN LEVELED BY A GRADER.
 CJ0616
 CJ0616                          STATION RECOVERY (1992)
 CJ0616
 CJ0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0616'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0615 ***********************************************************************
 CJ0615  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0615  DESIGNATION -  866 5494 TIDAL IPP 1
 CJ0615  PID         -  CJ0615
 CJ0615  STATE/COUNTY-  SC/CHARLESTON
 CJ0615  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0615
 CJ0615                         *CURRENT SURVEY CONTROL
 CJ0615  ___________________________________________________________________
 CJ0615* NAD 83(1986)-  32 47 12.     (N)    079 47 11.     (W)     SCALED    
 CJ0615* NAVD 88     -         2.529  (meters)       8.30   (feet)  ADJUSTED  
 CJ0615  ___________________________________________________________________
 CJ0615  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 CJ0615  DYNAMIC HT  -           2.527 (meters)       8.29  (feet)  COMP
 CJ0615  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CJ0615
 CJ0615  VERT ORDER  -  FIRST     CLASS II
 CJ0615
 CJ0615.The horizontal coordinates were scaled from a topographic map and have
 CJ0615.an estimated accuracy of +/- 6 seconds.
 CJ0615
 CJ0615.The orthometric height was determined by differential leveling
 CJ0615.and adjusted by the National Geodetic Survey in June 1991..
 CJ0615
 CJ0615.This Tidal Bench Mark is designated as VM 4179
 CJ0615.by the Center for Operational Oceanographic Products and Services.
 CJ0615
 CJ0615.The geoid height was determined by GEOID03.
 CJ0615
 CJ0615.The dynamic height is computed by dividing the NAVD 88
 CJ0615.geopotential number by the normal gravity value computed on the
 CJ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0615.degrees latitude (g = 980.6199 gals.).
 CJ0615
 CJ0615.The modeled gravity was interpolated from observed gravity values.
 CJ0615
 CJ0615;                    North         East    Units  Estimated Accuracy
 CJ0615;SPC SC       -   106,390.      723,280.      MT  (+/- 180 meters Scaled)
 CJ0615
 CJ0615                          SUPERSEDED SURVEY CONTROL
 CJ0615
 CJ0615  NGVD 29 (05/09/91)    2.829  (m)            9.28   (f) ADJUSTED    1 2
 CJ0615
 CJ0615.Superseded values are not recommended for survey control.
 CJ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0615.See file dsdata.txt to determine how the superseded data were derived.
 CJ0615
 CJ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS136282(NAD 83)
 CJ0615_MARKER: DD = SURVEY DISK
 CJ0615_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ0615_SP_SET: ALUMINUM ALLOY ROD
 CJ0615_STAMPING: I.P.P. NO. 1 1975
 CJ0615_MARK LOGO: SCCC  
 CJ0615_PROJECTION: PROJECTING 16 CENTIMETERS
 CJ0615_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0615+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0615_ROD/PIPE-DEPTH: 21.6 meters
 CJ0615
 CJ0615  HISTORY     - Date     Condition        Report By
 CJ0615  HISTORY     - 1975     MONUMENTED       NOS
 CJ0615  HISTORY     - 1984     GOOD             SCGS
 CJ0615  HISTORY     - 19900525 GOOD             NGS
 CJ0615  HISTORY     - 19900918 GOOD             NGS
 CJ0615  HISTORY     - 19920817 GOOD             NGS
 CJ0615
 CJ0615                          STATION DESCRIPTION
 CJ0615
 CJ0615'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0615'IN ISLE OF PALMS.
 CJ0615'THE MARK IS 0.1 M ABOVE OCEAN BOULEVARD.
 CJ0615'0.3 KILOMETER (0.2 MILE) SOUTHEAST ALONG FOURTEENTH AVENUE (COUNTY
 CJ0615'ROAD S-10-497) FROM THE POST OFFICE ON THE ISLE OF PALMS, SET NEAR A
 CJ0615'FIRE HYDRANT IN THE SOUTHEAST ANGLE OF THE JUNCTION WITH OCEAN
 CJ0615'BOULEVARD, 2.7 METERS (8.8 FEET) WEST OF THE FIRE HYDRANT, 4.5 METERS
 CJ0615'(14.7 FEET) NORTH-NORTHWEST OF POWER POLE NUMBER 281093, 2.2 METERS
 CJ0615'(7.2 FEET) WEST OF A IRON WATER METER, 0.9 METER (3.0 FEET)
 CJ0615'EAST-SOUTHEAST OF THE EAST-SOUTHEAST CORNER OF A CEMENT SIDEWALK.
 CJ0615'NOTE--THIS IS A ROD MARK WITH THE ROD CEMENTED LIKE A POST, NO PVC
 CJ0615'PIPE AROUND IT.
 CJ0615
 CJ0615                          STATION RECOVERY (1990)
 CJ0615
 CJ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0615'RECOVERED IN GOOD CONDITION.
 CJ0615
 CJ0615                          STATION RECOVERY (1990)
 CJ0615
 CJ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0615'RECOVERED IN GOOD CONDITION.
 CJ0615
 CJ0615                          STATION RECOVERY (1992)
 CJ0615
 CJ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0615'IN ISLE OF PALMS, AT THE INTERSECTION OF OCEAN BOULEVARD AND 14TH
 CJ0615'AVENUE, 13.5 M (44.3 FT) SOUTH-SOUTHEAST OF BENCH MARK 866 5494 TIDAL
 CJ0615'IPP 1, 12.4 M (40.7 FT) SOUTHEAST OF AND LEVEL WITH THE BOULEVARD
 CJ0615'CENTERLINE, 8.7 M (28.5 FT) NORTHWEST OF THE EXTENDED CENTER OF THE
 CJ0615'AVENUE, 4.5 M (14.8 FT) NORTHWEST OF UTILITY POLE NUMBER 281093, 2.7
 CJ0615'M (8.9 FT) WEST OF A FIRE HYDRANT, 0.9 M (3.0 FT) SOUTHEAST OF THE
 CJ0615'SOUTHEAST EDGE OF A SIDEWALK, AND 0.4 M (1.3 FT) WEST-NORTHWEST OF A
 CJ0615'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 CJ0615'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 CJ0615'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0111 ***********************************************************************
 CJ0111  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0111  DESIGNATION -  866 5495 TIDAL 1
 CJ0111  PID         -  CJ0111
 CJ0111  STATE/COUNTY-  SC/CHARLESTON
 CJ0111  USGS QUAD   -  CHARLESTON (1983)
 CJ0111
 CJ0111                         *CURRENT SURVEY CONTROL
 CJ0111  ___________________________________________________________________
 CJ0111* NAD 83(1986)-  32 47 02.     (N)    079 57 41.     (W)     SCALED    
 CJ0111* NAVD 88     -         8.431  (meters)      27.66   (feet)  ADJUSTED  
 CJ0111  ___________________________________________________________________
 CJ0111  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 CJ0111  DYNAMIC HT  -           8.422 (meters)      27.63  (feet)  COMP
 CJ0111  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CJ0111
 CJ0111  VERT ORDER  -  FIRST     CLASS I
 CJ0111
 CJ0111.The horizontal coordinates were scaled from a topographic map and have
 CJ0111.an estimated accuracy of +/- 6 seconds.
 CJ0111
 CJ0111.The orthometric height was determined by differential leveling
 CJ0111.and adjusted by the National Geodetic Survey in June 1991..
 CJ0111
 CJ0111.This Tidal Bench Mark is designated as VM 4182
 CJ0111.by the Center for Operational Oceanographic Products and Services.
 CJ0111
 CJ0111.The geoid height was determined by GEOID03.
 CJ0111
 CJ0111.The dynamic height is computed by dividing the NAVD 88
 CJ0111.geopotential number by the normal gravity value computed on the
 CJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0111.degrees latitude (g = 980.6199 gals.).
 CJ0111
 CJ0111.The modeled gravity was interpolated from observed gravity values.
 CJ0111
 CJ0111;                    North         East    Units  Estimated Accuracy
 CJ0111;SPC SC       -   105,910.      706,890.      MT  (+/- 180 meters Scaled)
 CJ0111
 CJ0111                          SUPERSEDED SURVEY CONTROL
 CJ0111
 CJ0111  NGVD 29 (05/09/91)    8.731  (m)           28.64   (f) ADJUSTED    1 1
 CJ0111
 CJ0111.Superseded values are not recommended for survey control.
 CJ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0111.See file dsdata.txt to determine how the superseded data were derived.
 CJ0111
 CJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS972278(NAD 83)
 CJ0111_MARKER: DB = BENCH MARK DISK
 CJ0111_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CJ0111_SP_SET: SIDEWALK
 CJ0111_STAMPING: BM 1 1933
 CJ0111_MARK LOGO: CGS   
 CJ0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0111+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1990
 CJ0111
 CJ0111  HISTORY     - Date     Condition        Report By
 CJ0111  HISTORY     - 1933     MONUMENTED       CGS
 CJ0111  HISTORY     - 1963     GOOD             NGS
 CJ0111  HISTORY     - 1979     GOOD             NGS
 CJ0111  HISTORY     - 1983     GOOD             SCGS
 CJ0111  HISTORY     - 19900520 GOOD             NGS
 CJ0111
 CJ0111                          STATION DESCRIPTION
 CJ0111
 CJ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CJ0111'AT CHARLESTON.
 CJ0111'IN CHARLESTON, IN THE NORTH SIDEWALK OF THE U.S. HIGHWAY 17
 CJ0111'BRIDGE (NORTHERLY OF TWO) OVER ASHLEY RIVER, JUST WEST OF THE
 CJ0111'DRAW SPAN OF THE BRIDGE, 18.4 FEET WEST OF THE SOUTHWEST CORNER
 CJ0111'OF THE NORTHWEST ONE OF FOUR TOWERS OF DRAW-BRIDGE CONTROL AND
 CJ0111'ABOUT 1/2 FOOT ABOVE THE BRIDGE FLOOR.
 CJ0111
 CJ0111                          STATION RECOVERY (1979)
 CJ0111
 CJ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0111'RECOVERED IN GOOD CONDITION.
 CJ0111
 CJ0111                          STATION RECOVERY (1983)
 CJ0111
 CJ0111'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0111'RECOVERED IN GOOD CONDITION.
 CJ0111'THE MARK IS 0.30 M ABOVE HIGHWAY.
 CJ0111
 CJ0111                          STATION RECOVERY (1990)
 CJ0111
 CJ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0308 ***********************************************************************
 CJ0308  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0308  DESIGNATION -  866 5495 TIDAL 5
 CJ0308  PID         -  CJ0308
 CJ0308  STATE/COUNTY-  SC/CHARLESTON
 CJ0308  USGS QUAD   -  CHARLESTON (1983)
 CJ0308
 CJ0308                         *CURRENT SURVEY CONTROL
 CJ0308  ___________________________________________________________________
 CJ0308* NAD 83(1986)-  32 47 04.     (N)    079 57 32.     (W)     SCALED    
 CJ0308* NAVD 88     -         5.588  (meters)      18.33   (feet)  ADJUSTED  
 CJ0308  ___________________________________________________________________
 CJ0308  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 CJ0308  DYNAMIC HT  -           5.582 (meters)      18.31  (feet)  COMP
 CJ0308  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CJ0308
 CJ0308  VERT ORDER  -  FIRST     CLASS II
 CJ0308
 CJ0308.The horizontal coordinates were scaled from a topographic map and have
 CJ0308.an estimated accuracy of +/- 6 seconds.
 CJ0308
 CJ0308.The orthometric height was determined by differential leveling
 CJ0308.and adjusted by the National Geodetic Survey in June 1991..
 CJ0308
 CJ0308.This Tidal Bench Mark is designated as VM 17293
 CJ0308.by the Center for Operational Oceanographic Products and Services.
 CJ0308
 CJ0308.The geoid height was determined by GEOID03.
 CJ0308
 CJ0308.The dynamic height is computed by dividing the NAVD 88
 CJ0308.geopotential number by the normal gravity value computed on the
 CJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0308.degrees latitude (g = 980.6199 gals.).
 CJ0308
 CJ0308.The modeled gravity was interpolated from observed gravity values.
 CJ0308
 CJ0308;                    North         East    Units  Estimated Accuracy
 CJ0308;SPC SC       -   105,970.      707,120.      MT  (+/- 180 meters Scaled)
 CJ0308
 CJ0308                          SUPERSEDED SURVEY CONTROL
 CJ0308
 CJ0308  NGVD 29 (05/09/91)    5.888  (m)           19.32   (f) ADJUSTED    1 2
 CJ0308
 CJ0308.Superseded values are not recommended for survey control.
 CJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0308.See file dsdata.txt to determine how the superseded data were derived.
 CJ0308
 CJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS974278(NAD 83)
 CJ0308_MARKER: DD = SURVEY DISK
 CJ0308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CJ0308_SP_SET: SIDEWALK
 CJ0308_STAMPING: BM NO 5 1939
 CJ0308_MARK LOGO: NONE  
 CJ0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0308+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1990
 CJ0308
 CJ0308  HISTORY     - Date     Condition        Report By
 CJ0308  HISTORY     - 1939     MONUMENTED       LOCSUR
 CJ0308  HISTORY     - 1979     GOOD             NGS
 CJ0308  HISTORY     - 1983     GOOD             SCGS
 CJ0308  HISTORY     - 19900520 GOOD             NGS
 CJ0308
 CJ0308                          STATION DESCRIPTION
 CJ0308
 CJ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0308'IN CHARLESTON.
 CJ0308'IN CHARLESTON, AT THE ASHLEY RIVER MEMORIAL BRIDGE, THE NORTH BRIDGE
 CJ0308'OF U.S. HIGHWAY 17 OVER THE ASHLEY RIVER, 128.7 FEET SOUTHWEST OF
 CJ0308'THE EAST END OF THE BRIDGE, 24 FEET SOUTH OF THE CENTERLINE OF THE
 CJ0308'HIGHWAY, AND 2.5 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY.
 CJ0308'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 CJ0308
 CJ0308                          STATION RECOVERY (1983)
 CJ0308
 CJ0308'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0308'RECOVERED IN GOOD CONDITION EXCEPT THAT THE STAMPING IS NOT READABLE.
 CJ0308'THE MARK IS 0.30 M ABOVE HIGHWAY.
 CJ0308
 CJ0308                          STATION RECOVERY (1990)
 CJ0308
 CJ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0313 ***********************************************************************
 CJ0313  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0313  DESIGNATION -  866 5495 TIDAL AMB 9
 CJ0313  PID         -  CJ0313
 CJ0313  STATE/COUNTY-  SC/CHARLESTON
 CJ0313  USGS QUAD   -  CHARLESTON (1983)
 CJ0313
 CJ0313                         *CURRENT SURVEY CONTROL
 CJ0313  ___________________________________________________________________
 CJ0313* NAD 83(1986)-  32 47 00.     (N)    079 57 24.     (W)     SCALED    
 CJ0313* NAVD 88     -         1.718  (meters)       5.64   (feet)  ADJUSTED  
 CJ0313  ___________________________________________________________________
 CJ0313  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 CJ0313  DYNAMIC HT  -           1.716 (meters)       5.63  (feet)  COMP
 CJ0313  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CJ0313
 CJ0313  VERT ORDER  -  FIRST     CLASS II
 CJ0313
 CJ0313.The horizontal coordinates were scaled from a topographic map and have
 CJ0313.an estimated accuracy of +/- 6 seconds.
 CJ0313
 CJ0313.The orthometric height was determined by differential leveling
 CJ0313.and adjusted by the National Geodetic Survey in June 1991..
 CJ0313.WARNING-Repeat measurements at this control monument indicate possible
 CJ0313.vertical movement.
 CJ0313
 CJ0313.This Tidal Bench Mark is designated as VM 4186
 CJ0313.by the Center for Operational Oceanographic Products and Services.
 CJ0313
 CJ0313.The geoid height was determined by GEOID03.
 CJ0313
 CJ0313.The dynamic height is computed by dividing the NAVD 88
 CJ0313.geopotential number by the normal gravity value computed on the
 CJ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0313.degrees latitude (g = 980.6199 gals.).
 CJ0313
 CJ0313.The modeled gravity was interpolated from observed gravity values.
 CJ0313
 CJ0313;                    North         East    Units  Estimated Accuracy
 CJ0313;SPC SC       -   105,850.      707,330.      MT  (+/- 180 meters Scaled)
 CJ0313
 CJ0313                          SUPERSEDED SURVEY CONTROL
 CJ0313
 CJ0313  NGVD 29 (05/09/91)    2.018  (m)            6.62   (f) ADJUSTED    1 2
 CJ0313
 CJ0313.Superseded values are not recommended for survey control.
 CJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0313.See file dsdata.txt to determine how the superseded data were derived.
 CJ0313
 CJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS977277(NAD 83)
 CJ0313_MARKER: DJ = TIDAL STATION DISK
 CJ0313_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0313_SP_SET: COPPER-CLAD STEEL ROD
 CJ0313_STAMPING: A.M.B. NO. 9 1975
 CJ0313_MARK LOGO: NOS   
 CJ0313_PROJECTION: FLUSH
 CJ0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0313+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0313_ROD/PIPE-DEPTH: 12.2 meters
 CJ0313
 CJ0313  HISTORY     - Date     Condition        Report By
 CJ0313  HISTORY     - 1975     MONUMENTED       NOS
 CJ0313  HISTORY     - 1979     GOOD             NGS
 CJ0313  HISTORY     - 1983     GOOD             SCGS
 CJ0313  HISTORY     - 1983     GOOD             SCGS
 CJ0313  HISTORY     - 1989     GOOD             USPSQD
 CJ0313  HISTORY     - 19900518 GOOD             NGS
 CJ0313
 CJ0313                          STATION DESCRIPTION
 CJ0313
 CJ0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0313'IN CHARLESTON.
 CJ0313'IN CHARLESTON, SET IN THE NORTHWEST CORNER OF TWO SEAWALLS OF THE
 CJ0313'CHARLESTON INN AT 35 LOCKWOOD DRIVE, 44.7 FEET NORTHWEST OF THE
 CJ0313'NORTH ONE OF TWO STEEL POLES OF A SIGN, CHARLESTON INN, 20 FEET
 CJ0313'SOUTHEAST OF THE NORTHWEST CORNER OF THE TWO SEAWALLS, 13 FEET EAST
 CJ0313'OF THE WEST SEAWALL, AND 10 FEET SOUTH OF THE NORTH SEAWALL.
 CJ0313'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CJ0313
 CJ0313                          STATION RECOVERY (1983)
 CJ0313
 CJ0313'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0313'RECOVERED IN GOOD CONDITION.
 CJ0313
 CJ0313                          STATION RECOVERY (1983)
 CJ0313
 CJ0313'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0313'RECOVERED IN GOOD CONDITION.
 CJ0313'THE MARK IS ABOVE LEVEL WITH AREA.
 CJ0313
 CJ0313                          STATION RECOVERY (1989)
 CJ0313
 CJ0313'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0313'RECOVERED IN GOOD CONDITION.
 CJ0313
 CJ0313                          STATION RECOVERY (1990)
 CJ0313
 CJ0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0314 ***********************************************************************
 CJ0314  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0314  DESIGNATION -  866 5495 TIDAL AMB 10
 CJ0314  PID         -  CJ0314
 CJ0314  STATE/COUNTY-  SC/CHARLESTON
 CJ0314  USGS QUAD   -  CHARLESTON (1983)
 CJ0314
 CJ0314                         *CURRENT SURVEY CONTROL
 CJ0314  ___________________________________________________________________
 CJ0314* NAD 83(1986)-  32 46 58.     (N)    079 57 23.     (W)     SCALED    
 CJ0314* NAVD 88     -         2.602  (meters)       8.54   (feet)  ADJUSTED  
 CJ0314  ___________________________________________________________________
 CJ0314  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 CJ0314  DYNAMIC HT  -           2.599 (meters)       8.53  (feet)  COMP
 CJ0314  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CJ0314
 CJ0314  VERT ORDER  -  FIRST     CLASS II
 CJ0314
 CJ0314.The horizontal coordinates were scaled from a topographic map and have
 CJ0314.an estimated accuracy of +/- 6 seconds.
 CJ0314
 CJ0314.The orthometric height was determined by differential leveling
 CJ0314.and adjusted by the National Geodetic Survey in June 1991..
 CJ0314
 CJ0314.This Tidal Bench Mark is designated as VM 4187
 CJ0314.by the Center for Operational Oceanographic Products and Services.
 CJ0314
 CJ0314.The geoid height was determined by GEOID03.
 CJ0314
 CJ0314.The dynamic height is computed by dividing the NAVD 88
 CJ0314.geopotential number by the normal gravity value computed on the
 CJ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0314.degrees latitude (g = 980.6199 gals.).
 CJ0314
 CJ0314.The modeled gravity was interpolated from observed gravity values.
 CJ0314
 CJ0314;                    North         East    Units  Estimated Accuracy
 CJ0314;SPC SC       -   105,790.      707,360.      MT  (+/- 180 meters Scaled)
 CJ0314
 CJ0314                          SUPERSEDED SURVEY CONTROL
 CJ0314
 CJ0314  NGVD 29 (05/09/91)    2.903  (m)            9.52   (f) ADJUSTED    1 2
 CJ0314
 CJ0314.Superseded values are not recommended for survey control.
 CJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0314.See file dsdata.txt to determine how the superseded data were derived.
 CJ0314
 CJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS977276(NAD 83)
 CJ0314_MARKER: DJ = TIDAL STATION DISK
 CJ0314_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CJ0314_SP_SET: RETAINING WALL
 CJ0314_STAMPING: A.M.B. NO. 10 1975
 CJ0314_MARK LOGO: NOS   
 CJ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0314+STABILITY: SURFACE MOTION
 CJ0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0314+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0314
 CJ0314  HISTORY     - Date     Condition        Report By
 CJ0314  HISTORY     - 1975     MONUMENTED       NOS
 CJ0314  HISTORY     - 1979     GOOD             NGS
 CJ0314  HISTORY     - 1989     GOOD             USPSQD
 CJ0314  HISTORY     - 19900518 GOOD             NGS
 CJ0314
 CJ0314                          STATION DESCRIPTION
 CJ0314
 CJ0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0314'IN CHARLESTON.
 CJ0314'IN CHARLESTON, SET IN THE TOP OF THE SEAWALL BEHIND THE CHARLESTON
 CJ0314'INN AT LOCKWOOD DRIVE, 117.5 FEET SOUTH OF THE NORTHWEST CORNER OF
 CJ0314'THE INN, 51.2 FEET WEST OF THE STEPS OF THE REAR ENTRANCE TO THE
 CJ0314'INN, 38 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION
 CJ0314'OF THE INNS AIR CONDITIONING UNIT, 6.3 FEET SOUTHEAST OF POWER POLE
 CJ0314'NUMBER 254692, AND 3.5 FEET NORTHWEST OF THE CENTER OF THE STEPS AND
 CJ0314'WALKWAY TO A WOODEN BOAT DOCK.
 CJ0314'THE MARK IS 2 FT ABOVE THE PAVED DRIVEWAY.
 CJ0314
 CJ0314                          STATION RECOVERY (1989)
 CJ0314
 CJ0314'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0314'RECOVERED IN GOOD CONDITION.
 CJ0314
 CJ0314                          STATION RECOVERY (1990)
 CJ0314
 CJ0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0311 ***********************************************************************
 CJ0311  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0311  DESIGNATION -  866 5495 TIDAL AMB 8
 CJ0311  PID         -  CJ0311
 CJ0311  STATE/COUNTY-  SC/CHARLESTON
 CJ0311  USGS QUAD   -  CHARLESTON (1983)
 CJ0311
 CJ0311                         *CURRENT SURVEY CONTROL
 CJ0311  ___________________________________________________________________
 CJ0311* NAD 83(1986)-  32 47 01.     (N)    079 57 30.     (W)     SCALED    
 CJ0311* NAVD 88     -         4.158  (meters)      13.64   (feet)  ADJUSTED  
 CJ0311  ___________________________________________________________________
 CJ0311  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 CJ0311  DYNAMIC HT  -           4.154 (meters)      13.63  (feet)  COMP
 CJ0311  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 CJ0311
 CJ0311  VERT ORDER  -  FIRST     CLASS II
 CJ0311
 CJ0311.The horizontal coordinates were scaled from a topographic map and have
 CJ0311.an estimated accuracy of +/- 6 seconds.
 CJ0311
 CJ0311.The orthometric height was determined by differential leveling
 CJ0311.and adjusted by the National Geodetic Survey in June 1991..
 CJ0311.WARNING-Repeat measurements at this control monument indicate possible
 CJ0311.vertical movement.
 CJ0311
 CJ0311.This Tidal Bench Mark is designated as VM 4185
 CJ0311.by the Center for Operational Oceanographic Products and Services.
 CJ0311
 CJ0311.The geoid height was determined by GEOID03.
 CJ0311
 CJ0311.The dynamic height is computed by dividing the NAVD 88
 CJ0311.geopotential number by the normal gravity value computed on the
 CJ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0311.degrees latitude (g = 980.6199 gals.).
 CJ0311
 CJ0311.The modeled gravity was interpolated from observed gravity values.
 CJ0311
 CJ0311;                    North         East    Units  Estimated Accuracy
 CJ0311;SPC SC       -   105,880.      707,170.      MT  (+/- 180 meters Scaled)
 CJ0311
 CJ0311                          SUPERSEDED SURVEY CONTROL
 CJ0311
 CJ0311  NGVD 29 (05/09/91)    4.459  (m)           14.63   (f) ADJUSTED    1 2
 CJ0311
 CJ0311.Superseded values are not recommended for survey control.
 CJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0311.See file dsdata.txt to determine how the superseded data were derived.
 CJ0311
 CJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS975277(NAD 83)
 CJ0311_MARKER: DJ = TIDAL STATION DISK
 CJ0311_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0311_SP_SET: ABUTMENT
 CJ0311_STAMPING: A.M.B. NO. 8 1975
 CJ0311_MARK LOGO: NOS   
 CJ0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0311+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0311
 CJ0311  HISTORY     - Date     Condition        Report By
 CJ0311  HISTORY     - 1975     MONUMENTED       NOS
 CJ0311  HISTORY     - 1979     GOOD             NGS
 CJ0311  HISTORY     - 1983     GOOD             SCGS
 CJ0311  HISTORY     - 1983     GOOD             SCGS
 CJ0311  HISTORY     - 19900518 GOOD             NGS
 CJ0311
 CJ0311                          STATION DESCRIPTION
 CJ0311
 CJ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CJ0311'IN CHARLESTON.
 CJ0311'IN CHARLESTON, AT THE ASHLEY MEMORIAL BRIDGE, THE SOUTH BRIDGE OF
 CJ0311'U.S. HIGHWAY 17 OVER ASHLEY BRIDGE, SET IN THE SOUTHEAST BRIDGE
 CJ0311'ABUTMENT, 17.2 FEET NORTH OF POWER POLE NUMBER 134637, 34 FEET SOUTH
 CJ0311'OF THE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH OF THE SOUTH EDGE OF
 CJ0311'THE HIGHWAY, AND 4.7 FEET SOUTH OF A LIGHT POLE.
 CJ0311'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 CJ0311
 CJ0311                          STATION RECOVERY (1983)
 CJ0311
 CJ0311'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0311'RECOVERED IN GOOD CONDITION.
 CJ0311
 CJ0311                          STATION RECOVERY (1983)
 CJ0311
 CJ0311'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0311'RECOVERED IN GOOD CONDITION.
 CJ0311'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CJ0311
 CJ0311                          STATION RECOVERY (1990)
 CJ0311
 CJ0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0152 ***********************************************************************
 CJ0152  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0152  DESIGNATION -  866 5530 TIDAL 11
 CJ0152  PID         -  CJ0152
 CJ0152  STATE/COUNTY-  SC/CHARLESTON
 CJ0152  USGS QUAD   -  CHARLESTON (1983)
 CJ0152
 CJ0152                         *CURRENT SURVEY CONTROL
 CJ0152  ___________________________________________________________________
 CJ0152* NAD 83(1986)-  32 46 37.     (N)    079 55 37.     (W)     SCALED    
 CJ0152* NAVD 88     -         3.994  (meters)      13.10   (feet)  ADJUSTED  
 CJ0152  ___________________________________________________________________
 CJ0152  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0152  DYNAMIC HT  -           3.990 (meters)      13.09  (feet)  COMP
 CJ0152  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 CJ0152
 CJ0152  VERT ORDER  -  FIRST     CLASS I
 CJ0152
 CJ0152.The horizontal coordinates were scaled from a topographic map and have
 CJ0152.an estimated accuracy of +/- 6 seconds.
 CJ0152
 CJ0152.The orthometric height was determined by differential leveling
 CJ0152.and adjusted by the National Geodetic Survey in August 1994..
 CJ0152
 CJ0152.This Tidal Bench Mark is designated as VM 618
 CJ0152.by the Center for Operational Oceanographic Products and Services.
 CJ0152
 CJ0152.The geoid height was determined by GEOID03.
 CJ0152
 CJ0152.The dynamic height is computed by dividing the NAVD 88
 CJ0152.geopotential number by the normal gravity value computed on the
 CJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0152.degrees latitude (g = 980.6199 gals.).
 CJ0152
 CJ0152.The modeled gravity was interpolated from observed gravity values.
 CJ0152
 CJ0152;                    North         East    Units  Estimated Accuracy
 CJ0152;SPC SC       -   105,170.      710,120.      MT  (+/- 180 meters Scaled)
 CJ0152
 CJ0152                          SUPERSEDED SURVEY CONTROL
 CJ0152
 CJ0152  NAVD 88 (06/15/91)    3.997  (m)           13.11   (f) UNKNOWN     1 1
 CJ0152  NGVD 29 (12/05/91)    4.296  (m)           14.09   (f) ADJUSTED    1 1
 CJ0152
 CJ0152.Superseded values are not recommended for survey control.
 CJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0152.See file dsdata.txt to determine how the superseded data were derived.
 CJ0152
 CJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS004270(NAD 83)
 CJ0152_MARKER: DJ = TIDAL STATION DISK
 CJ0152_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CJ0152_SP_SET: STEP
 CJ0152_STAMPING: 11 1921 ELEV 14.108 FT
 CJ0152_MARK LOGO: CGS   
 CJ0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0152+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 CJ0152
 CJ0152  HISTORY     - Date     Condition        Report By
 CJ0152  HISTORY     - 1921     MONUMENTED       CGS
 CJ0152  HISTORY     - 1952     GOOD             NGS
 CJ0152  HISTORY     - 1974     GOOD             NGS
 CJ0152  HISTORY     - 1979     GOOD             NGS
 CJ0152  HISTORY     - 19910220 GOOD             SCGS
 CJ0152  HISTORY     - 19910602 GOOD             USPSQD
 CJ0152  HISTORY     - 20010513 GOOD             NOS
 CJ0152  HISTORY     - 20060321 GOOD             USPSQD
 CJ0152
 CJ0152                          STATION DESCRIPTION
 CJ0152
 CJ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0152'AT CHARLESTON.
 CJ0152'AT CHARLESTON, AT 20 BROAD STREET, AT INTERSECTION OF BROAD AND
 CJ0152'STATE STREETS, 50 FEET WEST OF WEST CURB OF STATE STREET, 16.8
 CJ0152'FEET NORTH OF NORTH CURB OF BROAD STREET, IN THE TOP OF THE STONE
 CJ0152'DOOR SILL OF SOUTH ENTRANCE TO PEOPLES OFFICE BUILDING, 1 FOOT
 CJ0152'WEST OF EAST END OF SILL, 6 FEET EAST OF CENTER OF ENTRANCE
 CJ0152'AND 1 FOOT ABOVE SIDE WALK.
 CJ0152
 CJ0152                          STATION RECOVERY (1974)
 CJ0152
 CJ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0152'RECOVERED IN GOOD CONDITION.
 CJ0152
 CJ0152                          STATION RECOVERY (1979)
 CJ0152
 CJ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0152'RECOVERED IN GOOD CONDITION.
 CJ0152
 CJ0152                          STATION RECOVERY (1991)
 CJ0152
 CJ0152'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0152'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CJ0152'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0152'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF EAST BAY
 CJ0152'STREET AND CALHOUN STREET IN CHARLESTON, GO SOUTH ON EAST BAY STREET
 CJ0152'FOR 0.8 MILE TO THE JUNCTION OF BROAD STREET, TURN RIGHT ON BROAD
 CJ0152'STREET FOR 0.05 MILE TO THE JUNCTION OF STATE STREET AND THE STATION
 CJ0152'SET IN THE BROAD STREET ENTRANCE STEPS TO THE PEOPLES OFFICE BUILDING
 CJ0152'IN THE NORTHWEST ANGLE OF THE JUNCTION, 0.5 FOOT ABOVE THE BROAD
 CJ0152'STREET, 4.2 FEET EAST OF THE CENTER OF THE ENTRANCE DOORS, 16.8 FEET
 CJ0152'NORTH OF THE NORTH EDGE OF THE CURB OF BROAD STREET, 65.0 FEET WEST
 CJ0152'OF THE CENTER OF STATE STREET.  RECOVERED BY T. HALL.
 CJ0152
 CJ0152                          STATION RECOVERY (1991)
 CJ0152
 CJ0152'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CJ0152'RECOVERED IN GOOD CONDITION.
 CJ0152
 CJ0152                          STATION RECOVERY (2001)
 CJ0152
 CJ0152'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CJ0152'RECOVERED AS DESCRIBED
 CJ0152
 CJ0152                          STATION RECOVERY (2006)
 CJ0152
 CJ0152'RECOVERY NOTE BY US POWER SQUADRON 2006
 CJ0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0098 ***********************************************************************
 CJ0098  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0098  DESIGNATION -  866 5530 TIDAL 12
 CJ0098  PID         -  CJ0098
 CJ0098  STATE/COUNTY-  SC/CHARLESTON
 CJ0098  USGS QUAD   -  CHARLESTON (1983)
 CJ0098
 CJ0098                         *CURRENT SURVEY CONTROL
 CJ0098  ___________________________________________________________________
 CJ0098* NAD 83(1986)-  32 46 35.     (N)    079 55 52.     (W)     SCALED    
 CJ0098* NAVD 88     -         4.753  (meters)      15.59   (feet)  ADJUSTED  
 CJ0098  ___________________________________________________________________
 CJ0098  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 CJ0098  DYNAMIC HT  -           4.747 (meters)      15.57  (feet)  COMP
 CJ0098  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CJ0098
 CJ0098  VERT ORDER  -  FIRST     CLASS I
 CJ0098
 CJ0098.The horizontal coordinates were scaled from a topographic map and have
 CJ0098.an estimated accuracy of +/- 6 seconds.
 CJ0098
 CJ0098.The orthometric height was determined by differential leveling
 CJ0098.and adjusted by the National Geodetic Survey in June 1991..
 CJ0098.WARNING-Repeat measurements at this control monument indicate possible
 CJ0098.vertical movement.
 CJ0098
 CJ0098.This Tidal Bench Mark is designated as VM 619
 CJ0098.by the Center for Operational Oceanographic Products and Services.
 CJ0098
 CJ0098.The geoid height was determined by GEOID03.
 CJ0098
 CJ0098.The dynamic height is computed by dividing the NAVD 88
 CJ0098.geopotential number by the normal gravity value computed on the
 CJ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0098.degrees latitude (g = 980.6199 gals.).
 CJ0098
 CJ0098.The modeled gravity was interpolated from observed gravity values.
 CJ0098
 CJ0098;                    North         East    Units  Estimated Accuracy
 CJ0098;SPC SC       -   105,100.      709,730.      MT  (+/- 180 meters Scaled)
 CJ0098
 CJ0098                          SUPERSEDED SURVEY CONTROL
 CJ0098
 CJ0098  NGVD 29 (12/05/91)    5.052  (m)           16.57   (f) ADJUSTED    1 1
 CJ0098
 CJ0098.Superseded values are not recommended for survey control.
 CJ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0098.See file dsdata.txt to determine how the superseded data were derived.
 CJ0098
 CJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS001270(NAD 83)
 CJ0098_MARKER: DJ = TIDAL STATION DISK
 CJ0098_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CJ0098_SP_SET: STEP
 CJ0098_STAMPING: 12 1921 ELEV 16.552 FT
 CJ0098_MARK LOGO: CGS   
 CJ0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0098+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 CJ0098
 CJ0098  HISTORY     - Date     Condition        Report By
 CJ0098  HISTORY     - 1921     MONUMENTED       CGS
 CJ0098  HISTORY     - 1952     GOOD             NGS
 CJ0098  HISTORY     - 1974     GOOD             NGS
 CJ0098  HISTORY     - 1979     GOOD             NGS
 CJ0098  HISTORY     - 19910220 GOOD             SCGS
 CJ0098  HISTORY     - 19910602 GOOD             USPSQD
 CJ0098  HISTORY     - 20010513 GOOD             NOS
 CJ0098  HISTORY     - 20050310 GOOD             USPSQD
 CJ0098  HISTORY     - 20060321 GOOD             USPSQD
 CJ0098
 CJ0098                          STATION DESCRIPTION
 CJ0098
 CJ0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0098'AT CHARLESTON.
 CJ0098'AT CHARLESTON, AT INTERSECTION OF BROAD AND MEETING STREETS,
 CJ0098'IN THE TOP OF THE NORTH END OF TOP STEP OF MEETING STREET
 CJ0098'ENTRANCE TO POST OFFICE, 18 FEET WEST OF WEST CURB OF MEETING
 CJ0098'STREET, 37 FEET SOUTH OF SOUTH CURB OF BROAD STREET AND ABOUT
 CJ0098'5 FEET ABOVE SIDE WALK.
 CJ0098
 CJ0098                          STATION RECOVERY (1974)
 CJ0098
 CJ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0098'RECOVERED IN GOOD CONDITION.
 CJ0098
 CJ0098                          STATION RECOVERY (1979)
 CJ0098
 CJ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0098'RECOVERED IN GOOD CONDITION.
 CJ0098
 CJ0098                          STATION RECOVERY (1991)
 CJ0098
 CJ0098'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0098'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CJ0098'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0098'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF EAST BAY
 CJ0098'STREET AND CALHOUN STREET IN CHARLESTON, GO SOUTH ON EAST BAY STREET
 CJ0098'FOR 0.8 MILE TO THE JUNCTION OF BROAD STREET, TURN RIGHT ON BROAD
 CJ0098'STREET FOR 0.2 MILE TO THE JUNCTION OF MEETING STREET AND THE STATION
 CJ0098'IN THE TOP STEP OF THE MEETING STREET ENTRANCE TO THE OLD POST OFFICE
 CJ0098'BUILDING AND COURT HOUSE IN THE SOUTHWEST ANGLE OF THE JUNCTION, 5.5
 CJ0098'FEET ABOVE BROAD STREET, 18.7 FEET WEST OF THE WEST CURB OF MEETING
 CJ0098'STREET, 2.2 FEET NORTH OF THE CENTER OF THE DOORS TO THE ENTRANCE.
 CJ0098'RECOVERED BY T. HALL.
 CJ0098
 CJ0098                          STATION RECOVERY (1991)
 CJ0098
 CJ0098'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CJ0098'RECOVERED IN GOOD CONDITION.
 CJ0098
 CJ0098                          STATION RECOVERY (2001)
 CJ0098
 CJ0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CJ0098'RECOVERED AS DESCRIBED
 CJ0098
 CJ0098                          STATION RECOVERY (2005)
 CJ0098
 CJ0098'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 CJ0098'RECOVERED IN GOOD CONDITION.
 CJ0098
 CJ0098                          STATION RECOVERY (2006)
 CJ0098
 CJ0098'RECOVERY NOTE BY US POWER SQUADRON 2006
 CJ0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0085 ***********************************************************************
 CJ0085  CBN         -  This is a Cooperative Base Network Control Station.
 CJ0085  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0085  DESIGNATION -  866 5530 TIDAL 13
 CJ0085  PID         -  CJ0085
 CJ0085  STATE/COUNTY-  SC/CHARLESTON
 CJ0085  USGS QUAD   -  CHARLESTON (1983)
 CJ0085
 CJ0085                         *CURRENT SURVEY CONTROL
 CJ0085  ___________________________________________________________________
 CJ0085* NAD 83(2001)-  32 46 52.33403(N)    079 55 28.70880(W)     ADJUSTED  
 CJ0085* NAVD 88     -         2.219  (meters)       7.28   (feet)  ADJUSTED  
 CJ0085  ___________________________________________________________________
 CJ0085  X           -     939,030.141 (meters)                     COMP
 CJ0085  Y           -  -5,284,848.777 (meters)                     COMP
 CJ0085  Z           -   3,433,566.327 (meters)                     COMP
 CJ0085  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CJ0085  ELLIP HEIGHT-         -30.95  (meters)          (09/24/02) GPS OBS
 CJ0085  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0085  DYNAMIC HT  -           2.217 (meters)       7.27  (feet)  COMP
 CJ0085  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 CJ0085
 CJ0085  HORZ ORDER  -  A
 CJ0085  VERT ORDER  -  FIRST     CLASS I
 CJ0085  ELLP ORDER  -  FOURTH    CLASS I
 CJ0085
 CJ0085.The horizontal coordinates were established by GPS observations
 CJ0085.and adjusted by the National Geodetic Survey in September 2002..
 CJ0085
 CJ0085.The orthometric height was determined by differential leveling
 CJ0085.and adjusted by the National Geodetic Survey in June 1991..
 CJ0085.WARNING-Repeat measurements at this control monument indicate possible
 CJ0085.vertical movement.
 CJ0085
 CJ0085.This Tidal Bench Mark is designated as VM 611
 CJ0085.by the Center for Operational Oceanographic Products and Services.
 CJ0085
 CJ0085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0085
 CJ0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0085
 CJ0085.The ellipsoidal height was determined by GPS observations
 CJ0085.and is referenced to NAD 83.
 CJ0085
 CJ0085.The geoid height was determined by GEOID03.
 CJ0085
 CJ0085.The dynamic height is computed by dividing the NAVD 88
 CJ0085.geopotential number by the normal gravity value computed on the
 CJ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0085.degrees latitude (g = 980.6199 gals.).
 CJ0085
 CJ0085.The modeled gravity was interpolated from observed gravity values.
 CJ0085
 CJ0085;                    North         East     Units Scale Factor Converg.
 CJ0085;SPC SC       -   105,644.436   710,332.433   MT  0.99991281   +0 35 46.2
 CJ0085;SPC SC       -   346,602.48  2,330,486.98   iFT  0.99991281   +0 35 46.2
 CJ0085;UTM  17      - 3,627,543.327   600,705.202   MT  0.99972505   +0 34 56.2
 CJ0085
 CJ0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0085!SPC SC       -   1.00000486  x   0.99991281  =   0.99991767
 CJ0085!UTM  17      -   1.00000486  x   0.99972505  =   0.99972991
 CJ0085
 CJ0085                          SUPERSEDED SURVEY CONTROL
 CJ0085
 CJ0085  NAD 83(1995)-  32 46 52.33453(N)    079 55 28.70969(W) AD(       ) B
 CJ0085  ELLIP H (09/11/96)  -30.96   (m)                       GP(       ) 4 1
 CJ0085  NAD 83(1986)-  32 46 52.34437(N)    079 55 28.71345(W) AD(       ) 1
 CJ0085  NAD 83(1986)-  32 46 52.34214(N)    079 55 28.71341(W) AD(       ) 1
 CJ0085  NAD 27      -  32 46 51.73118(N)    079 55 29.39326(W) AD(       ) 1
 CJ0085  NAVD 88 (05/01/96)    2.22   (m)            7.3    (f) LEVELING    3  
 CJ0085  NGVD 29 (12/05/91)    2.518  (m)            8.26   (f) ADJUSTED    1 1
 CJ0085
 CJ0085.Superseded values are not recommended for survey control.
 CJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0085.See file dsdata.txt to determine how the superseded data were derived.
 CJ0085
 CJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0070527543(NAD 83)
 CJ0085_MARKER: DJ = TIDAL STATION DISK
 CJ0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CJ0085_SP_SET: DOCK PLATFORM
 CJ0085_STAMPING: NO 13 1928 ELEV 8.264 FT
 CJ0085_MARK LOGO: CGS   
 CJ0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0085+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 CJ0085
 CJ0085  HISTORY     - Date     Condition        Report By
 CJ0085  HISTORY     - 1928     MONUMENTED       CGS
 CJ0085  HISTORY     - 1963     GOOD             NGS
 CJ0085  HISTORY     - 1974     GOOD             NGS
 CJ0085  HISTORY     - 1979     GOOD             NGS
 CJ0085  HISTORY     - 19870318 GOOD
 CJ0085  HISTORY     - 19901217 GOOD             NGS
 CJ0085  HISTORY     - 19910220 GOOD             SCGS
 CJ0085  HISTORY     - 19910429 GOOD             SCGS
 CJ0085  HISTORY     - 19930510 GOOD             SCDHPT
 CJ0085  HISTORY     - 19950207 GOOD             SCGS
 CJ0085  HISTORY     - 19950301 GOOD             SCGS
 CJ0085  HISTORY     - 19950801 GOOD             SCGS
 CJ0085  HISTORY     - 20010620 GOOD             SCGS
 CJ0085  HISTORY     - 20020429 GOOD             SCGS
 CJ0085  HISTORY     - 20020513 GOOD             NOS
 CJ0085  HISTORY     - 20040401 GOOD             SCGS
 CJ0085  HISTORY     - 20050523 GOOD             SCGS
 CJ0085
 CJ0085                          STATION DESCRIPTION
 CJ0085
 CJ0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CJ0085'AT CHARLESTON.
 CJ0085'AT CHARLESTON, EAST AND ACROSS CONCORD STREET FROM THE CUSTOMHOUSE,
 CJ0085'STATE PORT AUTHORITY DOCK, NEAR THE EAST END OF THE CONCRETE
 CJ0085'PORTION OF THE DOCK, 18 FEET SOUTH OF THE NORTH EDGE OF THE DOCK,
 CJ0085'AND 1 FOOT WEST OF THE EAST CONCRETE EDGE OF THE DOCK.
 CJ0085
 CJ0085                          STATION RECOVERY (1974)
 CJ0085
 CJ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0085'RECOVERED IN GOOD CONDITION.
 CJ0085
 CJ0085                          STATION RECOVERY (1979)
 CJ0085
 CJ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0085'RECOVERED IN GOOD CONDITION.
 CJ0085
 CJ0085                          STATION RECOVERY (1987)
 CJ0085
 CJ0085'RECOVERED 1987
 CJ0085'RECOVERED IN GOOD CONDITION.
 CJ0085
 CJ0085                          STATION RECOVERY (1990)
 CJ0085
 CJ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0085'RECOVERED IN GOOD CONDITION.
 CJ0085
 CJ0085                          STATION RECOVERY (1991)
 CJ0085
 CJ0085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0085'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--CITY OF CHARLESTON,
 CJ0085'GUILLARD AUDITORIUM, PHONE 803-577-8659, ATTENTION-BILLY LEMPHISIS.
 CJ0085'TO REACH THE STATION FROM THE JUNCTION OF EAST BAY STREET AND CALHOUN
 CJ0085'STREET IN CHARLESTON, GO SOUTH ON EAST BAY STREET FOR 0.55 MILE TO
 CJ0085'THE JUNCTION OF MARKET STREET, TURN LEFT ON MARKET STREET FOR 0.1
 CJ0085'MILE TO THE JUNCTION OF CONCORD STREET AND THE STATION SET NEAR THE
 CJ0085'EAST END OF THE CONCRETE PORTION OF THE DOCK AND BEYOND THE GUARD
 CJ0085'RAILWAY OF A CONCRETE PIER LANDING ON THE APPROACH WALKWAY TO THE
 CJ0085'PORTS AUTHORITY UNION PIER LOADING BUILDING, NOTE-KEY MUST BE
 CJ0085'OBTAINED TO ACCESS THE WALKWAY.  STATION IS A DRILL MARK IN THE DOCK,
 CJ0085'17.9 FEET SOUTH OF THE NORTH EDGE OF THE CONCRETE DOCK, 1.3 FEET WEST
 CJ0085'OF THE EAST EDGE OF THE CONCRETE DOCK, 7.9 FEET NORTH OF THE NORTH
 CJ0085'EDGE OF THE CONCRETE CURB AT THE WALKWAY TO THE LOADING BUILDING.
 CJ0085'RECOVERED BY T. HALL.
 CJ0085
 CJ0085                          STATION RECOVERY (1991)
 CJ0085
 CJ0085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0085'RECOVERED IN GOOD CONDITION.
 CJ0085
 CJ0085                          STATION RECOVERY (1993)
 CJ0085
 CJ0085'RECOVERY NOTE BY SC DEPT OF H AND PT 1993 (DGB)
 CJ0085'RECOVERED AS DESCRIBED.
 CJ0085
 CJ0085                          STATION RECOVERY (1995)
 CJ0085
 CJ0085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ0085'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SOUTH CAROLINA STATE
 CJ0085'PORTS AUTHORITY, P.O. BOX 817, CHARLESTON, SC 29402-0817, PHONE
 CJ0085'803-577-8192, CONTACT-BILLY LEMPESIS IN THE HARBOR SERVICES
 CJ0085'DEPARTMENT.  NOTE-CALL DAY BEFORE OBSERVATIONS FOR NOTIFICATION AND
 CJ0085'SANDBAGS ARE REQUIRED FOR TRIPOD SET.  TO REACH THE STATION FROM THE
 CJ0085'JUNCTION OF EAST BAY STREET AND CALHOUN STREET IN CHARLESTON, GO SOUTH
 CJ0085'ON EAST BAY STREET FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF MARKET
 CJ0085'STREET, TURN LEFT ON MARKET STREET FOR 0.1 MILE (0.2 KM) TO THE
 CJ0085'JUNCTION OF CONCORD STREET, CONTINUE AHEAD ACROSS A PARKING LOT FOR
 CJ0085'0.05 MILE (0.08 KM) TO A LOCKED GATE AT THE ENTRANCE WALKWAY TO THE
 CJ0085'PORTS AUTHORITY UNION PIER LOADING BUILDING, PROCEED THROUGH GATE FOR
 CJ0085'60 FEET (18.3 M) TO THE STATION ON THE LEFT IN A CONCRETE AND GRANITE
 CJ0085'BLOCK DOCKING PLATFORM WITH A METAL CAPSTONE (NOW USED TO SUPPORT THE
 CJ0085'CONCRETE WALKWAY).  STATION IS A DRILL MARK IN THE PLATFORM AND 17.9
 CJ0085'FEET (5.5 M) SOUTH OF THE NORTH EDGE OF THE PLATFORM, 1.3 FEET (0.4 M)
 CJ0085'WEST OF THE EAST EDGE OF THE PLATFORM, 7.9 FEET (2.4 M) NORTH OF THE
 CJ0085'NORTH EDGE OF THE CONCRETE CURB OF THE WALKWAY, 59.5 FEET (18.1 M)
 CJ0085'EAST OF THE NORTH GATE POST AT THE WALKWAY ENTRANCE, 222.8 FEET (67.9
 CJ0085'M) WEST OF THE WEST FACE OF THE PORTS AUTHORITY BUILDING.  RECOVERED
 CJ0085'BY D.D. WOODS.
 CJ0085
 CJ0085                          STATION RECOVERY (1995)
 CJ0085
 CJ0085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ0085'RECOVERED AS DESCRIBED.
 CJ0085
 CJ0085                          STATION RECOVERY (1995)
 CJ0085
 CJ0085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CJ0085'RECOVERED AS DESCRIBED.
 CJ0085
 CJ0085                          STATION RECOVERY (2001)
 CJ0085
 CJ0085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 CJ0085'RECOVERED AS DESCRIBED.
 CJ0085'
 CJ0085
 CJ0085                          STATION RECOVERY (2002)
 CJ0085
 CJ0085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CJ0085'STATION IS LOCATED IN CHARLESTON. OWNERSHIP--SOUTH CAROLINA PORTS
 CJ0085'AUTHORITY, P.O.
 CJ0085'BOX 817, CHARLESTON, SC 29407-0817,  BILLY LEMPESIS, HARBOR SERVICES,
 CJ0085'CONTACT-CAPTAIN
 CJ0085'RINALDI, PHONE 843-577-8665 FOR ACCESS.
 CJ0085'TO REACH THE STATION FROM THE JUNCTION OF EAST BAY STREET AND CALHOUN
 CJ0085'STREET IN
 CJ0085'CHARLESTON, GO SOUTH ON EAST BAY STREET FOR 0.55 MILE TO THE JUNCTION
 CJ0085'OF MARKET
 CJ0085'STREET, TURN LEFT ON MARKET STREET FOR 0.1 MILE TO THE JUNCTION OF
 CJ0085'CONCORD STREET,
 CJ0085'CONTINUE AHEAD CROSSING CONCORD STREET AND THROUGH A GRAVEL PARKING
 CJ0085'LOT FOR 0.05
 CJ0085'MILE TO A LOCKED GATE AT THE ENTRANCE WALKWAY TO THE PORTS AUTHORITY
 CJ0085'UNION PIER
 CJ0085'LOADING BUILDING, AFTER GAINING PERMISSION AND KEY, PROCEED THROUGH
 CJ0085'GATE FOR 60
 CJ0085'FEET TO THE STATION ON THE LEFT IN  A RAISED PLANTER IN THE DOCK
 CJ0085'PLATFORM.
 CJ0085'STATION IS A DISK SET INTO THE DOCK PLATFORM RECESSED 2 FEET AND LEVEL
 CJ0085'WITH THE
 CJ0085'WALKWAY, 59.5 FEET EAST OF THE NORTH GATE POST AT THE WALKWAY
 CJ0085'ENTRANCE, 7.9
 CJ0085'FEET NORTH OF THE NORTH EDGE OF THE CONCRETE CURB OF THE WALKWAY, 3.0
 CJ0085'FEET
 CJ0085'EAST OF THE EAST EDGE OF THE CONCRETE CURB OF THE WALKWAY, 7.5 FEET
 CJ0085'NORTH
 CJ0085'NORTHEAST OF A METAL LAMP POST, 17.9 FEET SOUTH OF THE NORTH EDGE OF
 CJ0085'THE
 CJ0085'PLATFORM, 1.3 FEET WEST OF THE EAST EDGE OF THE PLATFORM.
 CJ0085'RECOVERED BY T. HALL.
 CJ0085' 
 CJ0085' 
 CJ0085' 
 CJ0085' 
 CJ0085' 
 CJ0085' 
 CJ0085' 
 CJ0085'
 CJ0085
 CJ0085                          STATION RECOVERY (2002)
 CJ0085
 CJ0085'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (JRS)
 CJ0085'RECOVERED AS DESCRIBED
 CJ0085
 CJ0085                          STATION RECOVERY (2004)
 CJ0085
 CJ0085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CJ0085'RECOVERED AS DESCRIBED.
 CJ0085
 CJ0085                          STATION RECOVERY (2005)
 CJ0085
 CJ0085'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CJ0085'RECOVERED AS DESCRIBED, NOTE-GATE NUMBER IS 15 AND CONTACT IS NOW
 CJ0085'CHIEF RINALDI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0089 ***********************************************************************
 CJ0089  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0089  DESIGNATION -  866 5530 TIDAL 14 RESET
 CJ0089  PID         -  CJ0089
 CJ0089  STATE/COUNTY-  SC/CHARLESTON
 CJ0089  USGS QUAD   -  CHARLESTON (1983)
 CJ0089
 CJ0089                         *CURRENT SURVEY CONTROL
 CJ0089  ___________________________________________________________________
 CJ0089* NAD 83(1986)-  32 46 50.     (N)    079 55 31.     (W)     SCALED    
 CJ0089* NAVD 88     -         2.228  (meters)       7.31   (feet)  ADJUSTED  
 CJ0089  ___________________________________________________________________
 CJ0089  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0089  DYNAMIC HT  -           2.225 (meters)       7.30  (feet)  COMP
 CJ0089  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 CJ0089
 CJ0089  VERT ORDER  -  FIRST     CLASS I
 CJ0089
 CJ0089.The horizontal coordinates were scaled from a topographic map and have
 CJ0089.an estimated accuracy of +/- 6 seconds.
 CJ0089
 CJ0089.The orthometric height was determined by differential leveling
 CJ0089.and adjusted by the National Geodetic Survey in August 1994..
 CJ0089.WARNING-Repeat measurements at this control monument indicate possible
 CJ0089.vertical movement.
 CJ0089
 CJ0089.This Tidal Bench Mark is designated as VM 620
 CJ0089.by the Center for Operational Oceanographic Products and Services.
 CJ0089
 CJ0089.The geoid height was determined by GEOID03.
 CJ0089
 CJ0089.The dynamic height is computed by dividing the NAVD 88
 CJ0089.geopotential number by the normal gravity value computed on the
 CJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0089.degrees latitude (g = 980.6199 gals.).
 CJ0089
 CJ0089.The modeled gravity was interpolated from observed gravity values.
 CJ0089
 CJ0089;                    North         East    Units  Estimated Accuracy
 CJ0089;SPC SC       -   105,570.      710,270.      MT  (+/- 180 meters Scaled)
 CJ0089
 CJ0089                          SUPERSEDED SURVEY CONTROL
 CJ0089
 CJ0089  NAVD 88 (06/15/91)    2.230  (m)            7.32   (f) UNKNOWN     1 1
 CJ0089  NGVD 29 (12/05/91)    2.529  (m)            8.30   (f) ADJUSTED    1 1
 CJ0089
 CJ0089.Superseded values are not recommended for survey control.
 CJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0089.See file dsdata.txt to determine how the superseded data were derived.
 CJ0089
 CJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS006274(NAD 83)
 CJ0089_MARKER: DJ = TIDAL STATION DISK
 CJ0089_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CJ0089_SP_SET: RETAINING WALL
 CJ0089_STAMPING: NO 14 1928 RESET ELEV 8.327 FT
 CJ0089_MARK LOGO: CGS   
 CJ0089_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CJ0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0089+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 CJ0089
 CJ0089  HISTORY     - Date     Condition        Report By
 CJ0089  HISTORY     - 1928     MONUMENTED       CGS
 CJ0089  HISTORY     - 1963     GOOD             NGS
 CJ0089  HISTORY     - 1974     GOOD             NGS
 CJ0089  HISTORY     - 1979     GOOD             NGS
 CJ0089  HISTORY     - 1989     GOOD             USPSQD
 CJ0089  HISTORY     - 19910220 GOOD             SCGS
 CJ0089  HISTORY     - 20010513 GOOD             NOS
 CJ0089  HISTORY     - 20060321 GOOD             USPSQD
 CJ0089
 CJ0089                          STATION DESCRIPTION
 CJ0089
 CJ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CJ0089'AT CHARLESTON.
 CJ0089'AT CHARLESTON, SOUTHEAST OF AND ACROSS CONCORD STREET FROM THE
 CJ0089'CUSTOMHOUSE, 35.7 FEET EAST OF THE CENTER LINE OF CONCORD STREET,
 CJ0089'16.5 FEET SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF SOUTH
 CJ0089'CAROLINA STATE PORTS AUTHORITY GENERAL OFFICES, 8.5 FEET
 CJ0089'SOUTHEAST OF POWER POLE NO. 76575 WHICH SUPPORTS 2 TRANSFORMERS,
 CJ0089'1.5 FEET WEST OF THE EAST FACE OF THE RETAINING WALL, 1 FOOT
 CJ0089'ABOVE THE STREET, AND SET ON TOP OF THE WEST RETAINING WALL
 CJ0089'(CONCRETE BLOCK) AT THE WEST END OF A SLIP.
 CJ0089
 CJ0089                          STATION RECOVERY (1974)
 CJ0089
 CJ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0089'RECOVERED IN GOOD CONDITION.
 CJ0089
 CJ0089                          STATION RECOVERY (1979)
 CJ0089
 CJ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0089'RECOVERED IN GOOD CONDITION.
 CJ0089
 CJ0089                          STATION RECOVERY (1989)
 CJ0089
 CJ0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0089'RECOVERED IN GOOD CONDITION.
 CJ0089
 CJ0089                          STATION RECOVERY (1991)
 CJ0089
 CJ0089'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0089'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--CITY OF CHARLESTON,
 CJ0089'GUILLARD AUDITORIUM, PHONE 803-577-8659, ATTENTION-BILLY LEMPHISIS.
 CJ0089'TO REACH THE STATION FROM THE JUNCTION OF EAST BAY STREET AND CALHOUN
 CJ0089'STREET IN CHARLESTON, GO SOUTH ON EAST BAY STREET FOR 0.55 MILE TO
 CJ0089'THE JUNCTION OF MARKET STREET, TURN LEFT ON MARKET STREET FOR 0.1
 CJ0089'MILE TO THE JUNCTION OF CONCORD STREET, TURN RIGHT ON CONCORD STREET
 CJ0089'FOR 0.05 MILE TO THE STATION ON THE LEFT IN A GRANITE RETAINING WALL
 CJ0089'AT THE BOAT SLIP ACROSS CONCORD STREET FROM THE EAST ENTRANCE TO THE
 CJ0089'CUSTOMS HOUSE, AND 0.5 FOOT ABOVE CONCORD STREET, 1.4 FEET WEST OF
 CJ0089'THE EAST EDGE OF THE RETAINING WALL, 3.6 FEET EAST OF THE WEST EDGE
 CJ0089'OF THE RETAINING WALL, 62.2 FEET NORTH OF A POWER POLE NUMBER 320450,
 CJ0089'36.5 FEET EAST OF THE CENTER OF CONCORD STREET.  RECOVERED BY T.
 CJ0089'HALL.
 CJ0089
 CJ0089                          STATION RECOVERY (2001)
 CJ0089
 CJ0089'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CJ0089'RECOVERED AS DESCRIBED
 CJ0089
 CJ0089                          STATION RECOVERY (2006)
 CJ0089
 CJ0089'RECOVERY NOTE BY US POWER SQUADRON 2006
 CJ0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0082 ***********************************************************************
 CJ0082  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0082  DESIGNATION -  866 5530 TIDAL 15
 CJ0082  PID         -  CJ0082
 CJ0082  STATE/COUNTY-  SC/CHARLESTON
 CJ0082  USGS QUAD   -  CHARLESTON (1983)
 CJ0082
 CJ0082                         *CURRENT SURVEY CONTROL
 CJ0082  ___________________________________________________________________
 CJ0082* NAD 83(1986)-  32 46 56.     (N)    079 55 32.     (W)     SCALED    
 CJ0082* NAVD 88     -         1.474  (meters)       4.84   (feet)  ADJUSTED  
 CJ0082  ___________________________________________________________________
 CJ0082  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0082  DYNAMIC HT  -           1.473 (meters)       4.83  (feet)  COMP
 CJ0082  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 CJ0082
 CJ0082  VERT ORDER  -  FIRST     CLASS I
 CJ0082
 CJ0082.The horizontal coordinates were scaled from a topographic map and have
 CJ0082.an estimated accuracy of +/- 6 seconds.
 CJ0082
 CJ0082.The orthometric height was determined by differential leveling
 CJ0082.and adjusted by the National Geodetic Survey in June 1991..
 CJ0082.WARNING-Repeat measurements at this control monument indicate possible
 CJ0082.vertical movement.
 CJ0082
 CJ0082.This Tidal Bench Mark is designated as VM 621
 CJ0082.by the Center for Operational Oceanographic Products and Services.
 CJ0082
 CJ0082.The geoid height was determined by GEOID03.
 CJ0082
 CJ0082.The dynamic height is computed by dividing the NAVD 88
 CJ0082.geopotential number by the normal gravity value computed on the
 CJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0082.degrees latitude (g = 980.6199 gals.).
 CJ0082
 CJ0082.The modeled gravity was interpolated from observed gravity values.
 CJ0082
 CJ0082;                    North         East    Units  Estimated Accuracy
 CJ0082;SPC SC       -   105,760.      710,250.      MT  (+/- 180 meters Scaled)
 CJ0082
 CJ0082                          SUPERSEDED SURVEY CONTROL
 CJ0082
 CJ0082  NGVD 29 (12/05/91)    1.773  (m)            5.82   (f) ADJUSTED    1 1
 CJ0082
 CJ0082.Superseded values are not recommended for survey control.
 CJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0082.See file dsdata.txt to determine how the superseded data were derived.
 CJ0082
 CJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS006276(NAD 83)
 CJ0082_MARKER: DJ = TIDAL STATION DISK
 CJ0082_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CJ0082+WITH SETTING: PAVEMENT
 CJ0082_SP_SET: TANK FOOTING
 CJ0082_STAMPING: NO 15 1928 ELEV 5.830 FT
 CJ0082_MARK LOGO: CGS   
 CJ0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0082+STABILITY: SURFACE MOTION
 CJ0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0082+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 CJ0082
 CJ0082  HISTORY     - Date     Condition        Report By
 CJ0082  HISTORY     - 1928     MONUMENTED       CGS
 CJ0082  HISTORY     - 1952     GOOD             NGS
 CJ0082  HISTORY     - 1974     GOOD             NGS
 CJ0082  HISTORY     - 1979     GOOD             NGS
 CJ0082  HISTORY     - 1989     GOOD             USPSQD
 CJ0082  HISTORY     - 19910220 GOOD             SCGS
 CJ0082  HISTORY     - 19910602 GOOD             USPSQD
 CJ0082  HISTORY     - 20010513 GOOD             NOS
 CJ0082  HISTORY     - 20060321 GOOD             USPSQD
 CJ0082
 CJ0082                          STATION DESCRIPTION
 CJ0082
 CJ0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0082'AT CHARLESTON.
 CJ0082'AT CHARLESTON, ALONG CONCORD STREET, ABOUT 150 YARDS NORTH OF
 CJ0082'THE CUSTOMHOUSE, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 CJ0082'BASE FOR SOUTHWEST LEG OF A LARGE WATER TOWER, 50 FEET EAST OF
 CJ0082'CENTER LINE OF CONCORD STREET, 104 FEET WEST OF NORTHWEST CORNER
 CJ0082'OF WILLIAM B. REILY AND COMPANY, INC. WAREHOUSE, AND ABOUT
 CJ0082'LEVEL WITH GROUND.
 CJ0082
 CJ0082                          STATION RECOVERY (1974)
 CJ0082
 CJ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0082'RECOVERED IN GOOD CONDITION.
 CJ0082
 CJ0082                          STATION RECOVERY (1979)
 CJ0082
 CJ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0082'RECOVERED IN GOOD CONDITION.
 CJ0082
 CJ0082                          STATION RECOVERY (1989)
 CJ0082
 CJ0082'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0082'RECOVERED IN GOOD CONDITION.
 CJ0082
 CJ0082                          STATION RECOVERY (1991)
 CJ0082
 CJ0082'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0082'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CJ0082'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0082'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF EAST BAY
 CJ0082'STREET AND CALHOUN STREET IN CHARLESTON, GO SOUTH ON EAST BAY STREET
 CJ0082'FOR 0.55 MILE TO THE JUNCTION OF MARKET STREET, TURN LEFT ON MARKET
 CJ0082'STREET FOR 0.1 MILE TO THE JUNCTION OF CONCORD STREET, TURN LEFT ON
 CJ0082'CONCORD STREET FOR 0.05 MILE TO THE STATION ON THE RIGHT IN THE
 CJ0082'SOUTHEAST CORNER OF AN ABANDONED CONCRETE FOOTING FOR A WATER TANK
 CJ0082'NEAR A CONCRETE BLOCK SHED, 0.1 MILE NORTH OF THE CUSTOMS HOUSE,
 CJ0082'RECESSED 2 INCHES AND 0.5 FOOT BELOW THE STREET, 9.8 FEET WEST OF THE
 CJ0082'SOUTHWEST CORNER OF A CONCRETE BLOCK PUMP SHED, 16.6 FEET SOUTH
 CJ0082'SOUTHEAST OF A FIRE HYDRANT, 13.9 FEET EAST OF THE EAST EDGE OF A
 CJ0082'CONCRETE SIDEWALK, 26.3 FEET NORTH NORTHEAST OF THE EAST CORNER OF
 CJ0082'THE CONCRETE BASE OF A TELEPHONE JUNCTION BOX.  RECOVERED BY T.
 CJ0082'HALL.
 CJ0082
 CJ0082                          STATION RECOVERY (1991)
 CJ0082
 CJ0082'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CJ0082'RECOVERED IN GOOD CONDITION.
 CJ0082
 CJ0082                          STATION RECOVERY (2001)
 CJ0082
 CJ0082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CJ0082'RECOVERED AS DESCRIBED
 CJ0082
 CJ0082                          STATION RECOVERY (2006)
 CJ0082
 CJ0082'RECOVERY NOTE BY US POWER SQUADRON 2006
 CJ0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0090 ***********************************************************************
 CJ0090  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0090  DESIGNATION -  866 5530 TIDAL 7
 CJ0090  PID         -  CJ0090
 CJ0090  STATE/COUNTY-  SC/CHARLESTON
 CJ0090  USGS QUAD   -  CHARLESTON (1983)
 CJ0090
 CJ0090                         *CURRENT SURVEY CONTROL
 CJ0090  ___________________________________________________________________
 CJ0090* NAD 83(1986)-  32 46 51.     (N)    079 55 33.     (W)     SCALED    
 CJ0090* NAVD 88     -         3.855  (meters)      12.65   (feet)  ADJUSTED  
 CJ0090  ___________________________________________________________________
 CJ0090  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0090  DYNAMIC HT  -           3.851 (meters)      12.63  (feet)  COMP
 CJ0090  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 CJ0090
 CJ0090  VERT ORDER  -  FIRST     CLASS I
 CJ0090
 CJ0090.The horizontal coordinates were scaled from a topographic map and have
 CJ0090.an estimated accuracy of +/- 6 seconds.
 CJ0090
 CJ0090.The orthometric height was determined by differential leveling
 CJ0090.and adjusted by the National Geodetic Survey in June 1991..
 CJ0090
 CJ0090.This Tidal Bench Mark is designated as VM 615
 CJ0090.by the Center for Operational Oceanographic Products and Services.
 CJ0090
 CJ0090.The geoid height was determined by GEOID03.
 CJ0090
 CJ0090.The dynamic height is computed by dividing the NAVD 88
 CJ0090.geopotential number by the normal gravity value computed on the
 CJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0090.degrees latitude (g = 980.6199 gals.).
 CJ0090
 CJ0090.The modeled gravity was interpolated from observed gravity values.
 CJ0090
 CJ0090;                    North         East    Units  Estimated Accuracy
 CJ0090;SPC SC       -   105,600.      710,220.      MT  (+/- 180 meters Scaled)
 CJ0090
 CJ0090                          SUPERSEDED SURVEY CONTROL
 CJ0090
 CJ0090  NGVD 29 (03/21/89)    4.154  (m)           13.63   (f) ADJUSTED    1 1
 CJ0090
 CJ0090.Superseded values are not recommended for survey control.
 CJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0090.See file dsdata.txt to determine how the superseded data were derived.
 CJ0090
 CJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS005275(NAD 83)
 CJ0090_MARKER: DJ = TIDAL STATION DISK
 CJ0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CJ0090_SP_SET: BUILDING WALL
 CJ0090_STAMPING: 7 1921 ELEV 13.612 FT
 CJ0090_MARK LOGO: CGS   
 CJ0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0090+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 CJ0090
 CJ0090  HISTORY     - Date     Condition        Report By
 CJ0090  HISTORY     - 1921     MONUMENTED       CGS
 CJ0090  HISTORY     - 1952     GOOD             NGS
 CJ0090  HISTORY     - 1974     GOOD             NGS
 CJ0090  HISTORY     - 1979     GOOD             NGS
 CJ0090  HISTORY     - 1980     GOOD             LOCSUR
 CJ0090  HISTORY     - 19910602 GOOD             USPSQD
 CJ0090  HISTORY     - 19940410 GOOD             USPSQD
 CJ0090  HISTORY     - 19950616 GOOD             USPSQD
 CJ0090  HISTORY     - 20010513 GOOD             NOS
 CJ0090  HISTORY     - 20060321 GOOD             USPSQD
 CJ0090
 CJ0090                          STATION DESCRIPTION
 CJ0090
 CJ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0090'AT CHARLESTON.
 CJ0090'AT CHARLESTON, AT INTERSECTION OF MARKET AND EAST BAY STREETS,
 CJ0090'AT THE CUSTOMHOUSE, SET IN THE TOP OF EAST END OF WINDOW LEDGE
 CJ0090'OF THE SECOND BASEMENT WINDOW WEST OF THE SOUTHEAST CORNER OF
 CJ0090'EAST WING OF BUILDING AND ABOUT 5 FEET ABOVE THE GROUND.
 CJ0090
 CJ0090                          STATION RECOVERY (1974)
 CJ0090
 CJ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0090'RECOVERED IN GOOD CONDITION.
 CJ0090
 CJ0090                          STATION RECOVERY (1979)
 CJ0090
 CJ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0090'RECOVERED IN GOOD CONDITION.
 CJ0090
 CJ0090                          STATION RECOVERY (1980)
 CJ0090
 CJ0090'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CJ0090'RECOVERED IN GOOD CONDITION.
 CJ0090
 CJ0090                          STATION RECOVERY (1991)
 CJ0090
 CJ0090'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CJ0090'RECOVERED IN GOOD CONDITION.
 CJ0090
 CJ0090                          STATION RECOVERY (1994)
 CJ0090
 CJ0090'RECOVERY NOTE BY US POWER SQUADRON 1994
 CJ0090'RECOVERED IN GOOD CONDITION.
 CJ0090
 CJ0090                          STATION RECOVERY (1995)
 CJ0090
 CJ0090'RECOVERY NOTE BY US POWER SQUADRON 1995
 CJ0090'RECOVERED IN GOOD CONDITION.
 CJ0090
 CJ0090                          STATION RECOVERY (2001)
 CJ0090
 CJ0090'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CJ0090'RECOVERED AS DESCRIBED
 CJ0090
 CJ0090                          STATION RECOVERY (2006)
 CJ0090
 CJ0090'RECOVERY NOTE BY US POWER SQUADRON 2006
 CJ0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0094 ***********************************************************************
 CJ0094  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0094  DESIGNATION -  866 5530 TIDAL 8
 CJ0094  PID         -  CJ0094
 CJ0094  STATE/COUNTY-  SC/CHARLESTON
 CJ0094  USGS QUAD   -  CHARLESTON (1983)
 CJ0094
 CJ0094                         *CURRENT SURVEY CONTROL
 CJ0094  ___________________________________________________________________
 CJ0094* NAD 83(1986)-  32 46 45.     (N)    079 55 36.     (W)     SCALED    
 CJ0094* NAVD 88     -         3.118  (meters)      10.23   (feet)  ADJUSTED  
 CJ0094  ___________________________________________________________________
 CJ0094  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0094  DYNAMIC HT  -           3.115 (meters)      10.22  (feet)  COMP
 CJ0094  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 CJ0094
 CJ0094  VERT ORDER  -  SECOND    CLASS I
 CJ0094
 CJ0094.The horizontal coordinates were scaled from a topographic map and have
 CJ0094.an estimated accuracy of +/- 6 seconds.
 CJ0094
 CJ0094.The orthometric height was determined by differential leveling
 CJ0094.and adjusted by the National Geodetic Survey in September 2005..
 CJ0094
 CJ0094.This Tidal Bench Mark is designated as VM 616
 CJ0094.by the Center for Operational Oceanographic Products and Services.
 CJ0094
 CJ0094.The geoid height was determined by GEOID03.
 CJ0094
 CJ0094.The dynamic height is computed by dividing the NAVD 88
 CJ0094.geopotential number by the normal gravity value computed on the
 CJ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0094.degrees latitude (g = 980.6199 gals.).
 CJ0094
 CJ0094.The modeled gravity was interpolated from observed gravity values.
 CJ0094
 CJ0094;                    North         East    Units  Estimated Accuracy
 CJ0094;SPC SC       -   105,420.      710,150.      MT  (+/- 180 meters Scaled)
 CJ0094
 CJ0094                          SUPERSEDED SURVEY CONTROL
 CJ0094
 CJ0094  NAVD 88 (06/15/91)    3.094  (m)           10.15   (f) UNKNOWN     1 1
 CJ0094  NGVD 29 (03/21/89)    3.394  (m)           11.14   (f) ADJUSTED    1 1
 CJ0094
 CJ0094.Superseded values are not recommended for survey control.
 CJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0094.See file dsdata.txt to determine how the superseded data were derived.
 CJ0094
 CJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS005273(NAD 83)
 CJ0094_MARKER: DJ = TIDAL STATION DISK
 CJ0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CJ0094_SP_SET: BUILDING
 CJ0094_STAMPING: 8 1921 ELEV 11.109 FT
 CJ0094_MARK LOGO: CGS   
 CJ0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0094
 CJ0094  HISTORY     - Date     Condition        Report By
 CJ0094  HISTORY     - 1921     MONUMENTED       CGS
 CJ0094  HISTORY     - 1963     GOOD             NGS
 CJ0094  HISTORY     - 1974     GOOD             NGS
 CJ0094  HISTORY     - 1979     MARK NOT FOUND   NGS
 CJ0094  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CJ0094  HISTORY     - 19910602 MARK NOT FOUND   USPSQD
 CJ0094  HISTORY     - 20010513 GOOD             NOS
 CJ0094
 CJ0094                          STATION DESCRIPTION
 CJ0094
 CJ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CJ0094'AT CHARLESTON.
 CJ0094'AT CHARLESTON, AT 183 EAST BAY STREET, AT THE CORNER OF EAST
 CJ0094'BAY STREET AND A NARROW ALLEY (LODGE EAST), 13 FEET WEST OF WEST
 CJ0094'CURB OF EAST BAY STREET, 14-1/2 FEET SOUTH OF CENTERLINE OF
 CJ0094'LODGE EAST ALLEY, IN THE TOP OF SOUTH END OF STONE DOORSILL OF
 CJ0094'THE FIRST DOOR SOUTH OF ALLEY OF THE PALMETTO FIXTURE AND NOTION
 CJ0094'CO., INC., BUILDING, AND 1-1/2 FEET ABOVE SIDEWALK.
 CJ0094
 CJ0094                          STATION RECOVERY (1974)
 CJ0094
 CJ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0094'RECOVERED IN GOOD CONDITION.
 CJ0094
 CJ0094                          STATION RECOVERY (1979)
 CJ0094
 CJ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0094'NOT RECOVERED.  NOTE=THE STONE DOOR SILL HAS BEEN COVERED WITH A
 CJ0094'METAL PLATE.
 CJ0094
 CJ0094                          STATION RECOVERY (1980)
 CJ0094
 CJ0094'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CJ0094'MARK NOT FOUND.
 CJ0094
 CJ0094                          STATION RECOVERY (1991)
 CJ0094
 CJ0094'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CJ0094'MARK NOT FOUND.
 CJ0094
 CJ0094                          STATION RECOVERY (2001)
 CJ0094
 CJ0094'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CJ0094'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0095 ***********************************************************************
 CJ0095  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0095  DESIGNATION -  866 5530 TIDAL 9
 CJ0095  PID         -  CJ0095
 CJ0095  STATE/COUNTY-  SC/CHARLESTON
 CJ0095  USGS QUAD   -  CHARLESTON (1983)
 CJ0095
 CJ0095                         *CURRENT SURVEY CONTROL
 CJ0095  ___________________________________________________________________
 CJ0095* NAD 83(1986)-  32 46 44.     (N)    079 55 38.     (W)     SCALED    
 CJ0095* NAVD 88     -         3.167  (meters)      10.39   (feet)  ADJUSTED  
 CJ0095  ___________________________________________________________________
 CJ0095  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0095  DYNAMIC HT  -           3.163 (meters)      10.38  (feet)  COMP
 CJ0095  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 CJ0095
 CJ0095  VERT ORDER  -  FIRST     CLASS I
 CJ0095
 CJ0095.The horizontal coordinates were scaled from a topographic map and have
 CJ0095.an estimated accuracy of +/- 6 seconds.
 CJ0095
 CJ0095.The orthometric height was determined by differential leveling
 CJ0095.and adjusted by the National Geodetic Survey in August 1994..
 CJ0095.WARNING-Repeat measurements at this control monument indicate possible
 CJ0095.vertical movement.
 CJ0095
 CJ0095.This Tidal Bench Mark is designated as VM 617
 CJ0095.by the Center for Operational Oceanographic Products and Services.
 CJ0095
 CJ0095.The geoid height was determined by GEOID03.
 CJ0095
 CJ0095.The dynamic height is computed by dividing the NAVD 88
 CJ0095.geopotential number by the normal gravity value computed on the
 CJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0095.degrees latitude (g = 980.6199 gals.).
 CJ0095
 CJ0095.The modeled gravity was interpolated from observed gravity values.
 CJ0095
 CJ0095;                    North         East    Units  Estimated Accuracy
 CJ0095;SPC SC       -   105,390.      710,090.      MT  (+/- 180 meters Scaled)
 CJ0095
 CJ0095                          SUPERSEDED SURVEY CONTROL
 CJ0095
 CJ0095  NAVD 88 (06/15/91)    3.170  (m)           10.40   (f) UNKNOWN     1 1
 CJ0095  NGVD 29 (12/05/91)    3.470  (m)           11.38   (f) ADJUSTED    1 1
 CJ0095
 CJ0095.Superseded values are not recommended for survey control.
 CJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0095.See file dsdata.txt to determine how the superseded data were derived.
 CJ0095
 CJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS004272(NAD 83)
 CJ0095_MARKER: DJ = TIDAL STATION DISK
 CJ0095_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CJ0095_SP_SET: GRANITE STEP
 CJ0095_STAMPING: 9 1921 ELEV 11.394 FT
 CJ0095_MARK LOGO: CGS   
 CJ0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CJ0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0095+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 CJ0095
 CJ0095  HISTORY     - Date     Condition        Report By
 CJ0095  HISTORY     - 1921     MONUMENTED       CGS
 CJ0095  HISTORY     - 1952     GOOD             NGS
 CJ0095  HISTORY     - 1974     GOOD             NGS
 CJ0095  HISTORY     - 1979     GOOD             NGS
 CJ0095  HISTORY     - 19910220 GOOD             SCGS
 CJ0095  HISTORY     - 19910603 GOOD             USPSQD
 CJ0095  HISTORY     - 20030106 GOOD             NGS
 CJ0095  HISTORY     - 20030513 GOOD             NOS
 CJ0095  HISTORY     - 20060321 GOOD             USPSQD
 CJ0095
 CJ0095                          STATION DESCRIPTION
 CJ0095
 CJ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0095'AT CHARLESTON.
 CJ0095'AT CHARLESTON, AT INTERSECTION OF EAST BAY AND QUEEN STREETS,
 CJ0095'15 FEET WEST OF WEST CURB OF EAST BAY STREET, 12 FEET SOUTH
 CJ0095'OF SOUTH CURB OF QUEEN STREET, IN THE TOP OF THE SOUTH END OF
 CJ0095'THE TOP STEP OF A CURVED STONE STEP TO CORNER DOOR OF D.W.
 CJ0095'OHLANDT AND SONS WAREHOUSE.
 CJ0095
 CJ0095                          STATION RECOVERY (1974)
 CJ0095
 CJ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0095'RECOVERED IN GOOD CONDITION.
 CJ0095
 CJ0095                          STATION RECOVERY (1979)
 CJ0095
 CJ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0095'RECOVERED IN GOOD CONDITION.
 CJ0095
 CJ0095                          STATION RECOVERY (1991)
 CJ0095
 CJ0095'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0095'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--SCDHPT, DIRECTOR OF
 CJ0095'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CJ0095'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF EAST BAY
 CJ0095'STREET AND CALHOUN STREET IN CHARLESTON, GO SOUTH ON EAST BAY STREET
 CJ0095'FOR 0.7 MILE TO THE JUNCTION OF QUEEN STREET AND THE STATION IN THE
 CJ0095'TOP OF THE CURVED GRANITE STEP, LEFT OF THE ENTRANCE TO THE EAST BAY
 CJ0095'TRADING COMPANY RESTAURANT IN THE SOUTHWEST ANGLE OF THE JUNCTION,
 CJ0095'1.5 FEET ABOVE SIDEWALK, 14.4 FEET WEST OF THE EAST EDGE OF THE CURB
 CJ0095'AT EAST BAY STREET, 16.4 FEET EAST SOUTHEAST OF A FIRE HYDRANT, 12.1
 CJ0095'FEET SOUTH OF THE NORTH EDGE OF THE CURB OF QUEEN STREET.  RECOVERED
 CJ0095'BY T. HALL.
 CJ0095
 CJ0095                          STATION RECOVERY (1991)
 CJ0095
 CJ0095'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT)
 CJ0095'RECOVERED IN GOOD CONDITION.
 CJ0095
 CJ0095                          STATION RECOVERY (2003)
 CJ0095
 CJ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CSC)
 CJ0095'BUILDING IS NOW THE SOUTHEND BREWERY AND SMOKEHOUSE.
 CJ0095
 CJ0095                          STATION RECOVERY (2003)
 CJ0095
 CJ0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2003 (JRS)
 CJ0095'RECOVERED AS DESCRIBED
 CJ0095
 CJ0095                          STATION RECOVERY (2006)
 CJ0095
 CJ0095'RECOVERY NOTE BY US POWER SQUADRON 2006
 CJ0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0093 ***********************************************************************
 CJ0093  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0093  DESIGNATION -  866 5530 TIDAL BASIC
 CJ0093  PID         -  CJ0093
 CJ0093  STATE/COUNTY-  SC/CHARLESTON
 CJ0093  USGS QUAD   -  CHARLESTON (1983)
 CJ0093
 CJ0093                         *CURRENT SURVEY CONTROL
 CJ0093  ___________________________________________________________________
 CJ0093* NAD 83(1986)-  32 46 51.     (N)    079 55 35.     (W)     SCALED    
 CJ0093* NAVD 88     -         3.018  (meters)       9.90   (feet)  ADJUSTED  
 CJ0093  ___________________________________________________________________
 CJ0093  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 CJ0093  DYNAMIC HT  -           3.015 (meters)       9.89  (feet)  COMP
 CJ0093  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 CJ0093
 CJ0093  VERT ORDER  -  SECOND    CLASS I
 CJ0093
 CJ0093.The horizontal coordinates were scaled from a topographic map and have
 CJ0093.an estimated accuracy of +/- 6 seconds.
 CJ0093
 CJ0093.The orthometric height was determined by differential leveling
 CJ0093.and adjusted by the National Geodetic Survey in September 2005..
 CJ0093.WARNING-Repeat measurements at this control monument indicate possible
 CJ0093.vertical movement.
 CJ0093
 CJ0093.This Tidal Bench Mark is designated as VM 624
 CJ0093.by the Center for Operational Oceanographic Products and Services.
 CJ0093
 CJ0093.The geoid height was determined by GEOID03.
 CJ0093
 CJ0093.The dynamic height is computed by dividing the NAVD 88
 CJ0093.geopotential number by the normal gravity value computed on the
 CJ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0093.degrees latitude (g = 980.6199 gals.).
 CJ0093
 CJ0093.The modeled gravity was interpolated from observed gravity values.
 CJ0093
 CJ0093;                    North         East    Units  Estimated Accuracy
 CJ0093;SPC SC       -   105,600.      710,170.      MT  (+/- 180 meters Scaled)
 CJ0093
 CJ0093                          SUPERSEDED SURVEY CONTROL
 CJ0093
 CJ0093  NAVD 88 (08/30/94)    3.025  (m)            9.92   (f) UNKNOWN     1 1
 CJ0093  NAVD 88 (06/15/91)    3.029  (m)            9.94   (f) UNKNOWN     1 1
 CJ0093  NGVD 29 (12/05/91)    3.327  (m)           10.92   (f) ADJUSTED    1 1
 CJ0093
 CJ0093.Superseded values are not recommended for survey control.
 CJ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0093.See file dsdata.txt to determine how the superseded data were derived.
 CJ0093
 CJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS005275(NAD 83)
 CJ0093_MARKER: DB = BENCH MARK DISK
 CJ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0093_SP_SET: CONCRETE POST
 CJ0093_STAMPING: 10.945
 CJ0093_MARK LOGO: CGS   
 CJ0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0093+STABILITY: SURFACE MOTION
 CJ0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0093+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 CJ0093
 CJ0093  HISTORY     - Date     Condition        Report By
 CJ0093  HISTORY     - UNK      MONUMENTED       CGS
 CJ0093  HISTORY     - 1952     GOOD             NGS
 CJ0093  HISTORY     - 1974     GOOD             NGS
 CJ0093  HISTORY     - 1979     GOOD             NGS
 CJ0093  HISTORY     - 1989     GOOD             USPSQD
 CJ0093  HISTORY     - 19910220 GOOD             SCGS
 CJ0093  HISTORY     - 19931111 GOOD             NGS
 CJ0093  HISTORY     - 20010513 GOOD             NOS
 CJ0093  HISTORY     - 20060321 GOOD             USPSQD
 CJ0093
 CJ0093                          STATION DESCRIPTION
 CJ0093
 CJ0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0093'AT CHARLESTON.
 CJ0093'AT CHARLESTON, AT INTERSECTION OF MARKET AND EAST BAY STREETS,
 CJ0093'AT THE CUSTOMHOUSE, 31 1/2 FEET SOUTH OF SOUTH FACE OF WEST
 CJ0093'ENTRANCE STEPS, 55 FEET EAST OF AN IRON FENCE ALONG WEST SIDE
 CJ0093'OF GROUNDS, IN CENTER OF A GRASS PLOT ABOUT 33 BY 27 FEET WITH
 CJ0093'LOW CONCRETE RETAINING WALL AROUND IT AND SET IN THE TOP OF AN
 CJ0093'18-INCH CONCRETE POST PROJECTING 25 INCHES.  WEST FACE OF POST
 CJ0093'HAS FORMATION OF COLORED ROCKS SPELLING UNITED STATES COAST AND
 CJ0093'GEODETIC SURVEY BASIC BENCH MARK.
 CJ0093
 CJ0093                          STATION RECOVERY (1974)
 CJ0093
 CJ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CJ0093'RECOVERED IN GOOD CONDITION.
 CJ0093
 CJ0093                          STATION RECOVERY (1979)
 CJ0093
 CJ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CJ0093'RECOVERED IN GOOD CONDITION.
 CJ0093
 CJ0093                          STATION RECOVERY (1989)
 CJ0093
 CJ0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0093'RECOVERED IN GOOD CONDITION.
 CJ0093
 CJ0093                          STATION RECOVERY (1991)
 CJ0093
 CJ0093'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CJ0093'STATION IS LOCATED IN CHARLESTON.  OWNERSHIP--GSA, GAILLARD MUNICIPAL
 CJ0093'AUDITORIUM, BETTY WHITE, PHONE 803-724-4233.  TO REACH THE STATION
 CJ0093'FROM THE JUNCTION OF EAST BAY STREET AND CALHOUN STREET IN
 CJ0093'CHARLESTON, GO SOUTH ON EAST BAY STREET FOR 0.55 MILE TO THE JUNCTION
 CJ0093'OF MARKET STREET AND THE STATION ON THE LEFT NEAR THE WEST ENTRANCE
 CJ0093'STEPS TO THE CUSTOMS HOUSE.  STATION IS A CONCRETE POST PROJECTING
 CJ0093'27-INCHES AND 2.0 FEET ABOVE THE PARKING LOT, 31.3 FEET SOUTH OF THE
 CJ0093'SOUTH FACE OF THE LARGE LANDING AT THE WEST ENTRANCE STEPS, 37.8 FEET
 CJ0093'EAST SOUTHEAST OF THE SOUTHERN ONE OF TWO FLAG POLES, 13.7 FEET NORTH
 CJ0093'OF THE NORTH EDGE OF THE GRANITE CURBING OF A GRASSY AREA, 10.7 FEET
 CJ0093'WEST NORTHWEST OF A 10-INCH PALMETTO TREE, 109.9 FEET EAST OF THE
 CJ0093'CENTER OF EAST BAY STREET.  RECOVERED BY T. HALL.
 CJ0093
 CJ0093                          STATION RECOVERY (1993)
 CJ0093
 CJ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (DW)
 CJ0093'ANOTHER ALIAS IS CHARLESTON BASIC. STATION IS AT US CUSTOMS HOUSE IN
 CJ0093'DOWNTOWN CHARLESTON, SOUTH CAROLINA.  IT IS 0.65 MI (1.05 KM) SE OF
 CJ0093'NEW FEDERAL BUILDING.  TO ACCESS FROM EAST END OF INTERSTATE 26 AT US
 CJ0093'17, TAKE EXIT 221A.  GO 0.4 MI (0.6 KM) TO KING STREET, AND TURN SSE
 CJ0093'(RIGHT) .  GO 1.35 MI (2.17 KM) AND TURN E, LEFT, ONTO MARKET STREET.
 CJ0093'GO 0.35 MI (0.56 KM) TO CUSTOMS HOUSE ON RIGHT.  STATION IS NEAR SE
 CJ0093'CORNER OF BUILDING, ON A 0.46 M (1.51 FT) BY 0.46 M (1.51 FT) BY 0.75
 CJ0093'M (2.46 FT) TALL CONCRETE MONUMENT WHICH IS PEBBLE COVERED AND MARKED
 CJ0093'US CGS BASIC BENCH MARK, 18.5 M (60.7 FT) S OF CENTERLINE OF W
 CJ0093'ENTRANCE STEPS TO CUSTOMS HOUSE ON EAST BAY STREET, 11.6 M (38.1 FT)
 CJ0093'SE OF CUSTOMS FLAGPOLE, 7.3 M (24.0 FT) N OF CENTER OF DRIVEWAY AND
 CJ0093'3.2 M (10.5 FT) WNW OF 0.5 M (1.6 FT) DIAMETER PALM TREE.
 CJ0093
 CJ0093                          STATION RECOVERY (2001)
 CJ0093
 CJ0093'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CJ0093'RECOVERED AS DESCRIBED
 CJ0093
 CJ0093                          STATION RECOVERY (2006)
 CJ0093
 CJ0093'RECOVERY NOTE BY US POWER SQUADRON 2006
 CJ0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0607 ***********************************************************************
 CJ0607  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0607  DESIGNATION -  866 5552 TIDAL BI 3
 CJ0607  PID         -  CJ0607
 CJ0607  STATE/COUNTY-  SC/CHARLESTON
 CJ0607  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0607
 CJ0607                         *CURRENT SURVEY CONTROL
 CJ0607  ___________________________________________________________________
 CJ0607* NAD 83(1986)-  32 46 37.     (N)    079 48 38.     (W)     SCALED    
 CJ0607* NAVD 88     -         3.576  (meters)      11.73   (feet)  ADJUSTED  
 CJ0607  ___________________________________________________________________
 CJ0607  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 CJ0607  DYNAMIC HT  -           3.572 (meters)      11.72  (feet)  COMP
 CJ0607  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CJ0607
 CJ0607  VERT ORDER  -  FIRST     CLASS II
 CJ0607
 CJ0607.The horizontal coordinates were scaled from a topographic map and have
 CJ0607.an estimated accuracy of +/- 6 seconds.
 CJ0607
 CJ0607.The orthometric height was determined by differential leveling
 CJ0607.and adjusted by the National Geodetic Survey in June 1991..
 CJ0607
 CJ0607.This Tidal Bench Mark is designated as VM 4192
 CJ0607.by the Center for Operational Oceanographic Products and Services.
 CJ0607
 CJ0607.The geoid height was determined by GEOID03.
 CJ0607
 CJ0607.The dynamic height is computed by dividing the NAVD 88
 CJ0607.geopotential number by the normal gravity value computed on the
 CJ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0607.degrees latitude (g = 980.6199 gals.).
 CJ0607
 CJ0607.The modeled gravity was interpolated from observed gravity values.
 CJ0607
 CJ0607;                    North         East    Units  Estimated Accuracy
 CJ0607;SPC SC       -   105,290.      721,020.      MT  (+/- 180 meters Scaled)
 CJ0607
 CJ0607                          SUPERSEDED SURVEY CONTROL
 CJ0607
 CJ0607  NGVD 29 (05/09/91)    3.875  (m)           12.71   (f) ADJUSTED    1 2
 CJ0607
 CJ0607.Superseded values are not recommended for survey control.
 CJ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0607.See file dsdata.txt to determine how the superseded data were derived.
 CJ0607
 CJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS113271(NAD 83)
 CJ0607_MARKER: DJ = TIDAL STATION DISK
 CJ0607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0607_SP_SET: ABUTMENT
 CJ0607_STAMPING: B.I. NO 3 1975
 CJ0607_MARK LOGO: NOS   
 CJ0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0607+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CJ0607
 CJ0607  HISTORY     - Date     Condition        Report By
 CJ0607  HISTORY     - 1975     MONUMENTED       NOS
 CJ0607  HISTORY     - 1983     GOOD             SCGS
 CJ0607  HISTORY     - 19900525 GOOD             NGS
 CJ0607  HISTORY     - 19970622 GOOD             USPSQD
 CJ0607  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 CJ0607
 CJ0607                          STATION DESCRIPTION
 CJ0607
 CJ0607'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0607'IN ISLE OF PALMS.
 CJ0607'2.95 KILOMETERS (1.85 MILES) NORTHEAST ALONG MIDDLE STREET (COUNTY
 CJ0607'ROAD S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, THENCE 0.4
 CJ0607'KILOMETER (0.25 MILE) NORTHEAST ALONG STATE HIGHWAY 703, SET IN THE
 CJ0607'NORTHEAST ABUTMENT OF THE WILLIAM THOMSON MEMORIAL BRIDGE WHICH
 CJ0607'CROSSES THE BREACH INLET.
 CJ0607
 CJ0607                          STATION RECOVERY (1990)
 CJ0607
 CJ0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0607'RECOVERED IN GOOD CONDITION.
 CJ0607
 CJ0607                          STATION RECOVERY (1997)
 CJ0607
 CJ0607'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0607'RECOVERED IN GOOD CONDITION.
 CJ0607
 CJ0607                          STATION RECOVERY (2003)
 CJ0607
 CJ0607'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ0607'BRIDGE HAS BEEN REPLACED BY A NEW ONE.  MARK IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0608 ***********************************************************************
 CJ0608  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0608  DESIGNATION -  866 5552 TIDAL BI 4
 CJ0608  PID         -  CJ0608
 CJ0608  STATE/COUNTY-  SC/CHARLESTON
 CJ0608  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0608
 CJ0608                         *CURRENT SURVEY CONTROL
 CJ0608  ___________________________________________________________________
 CJ0608* NAD 83(1986)-  32 46 37.     (N)    079 48 38.     (W)     SCALED    
 CJ0608* NAVD 88     -         3.570  (meters)      11.71   (feet)  ADJUSTED  
 CJ0608  ___________________________________________________________________
 CJ0608  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 CJ0608  DYNAMIC HT  -           3.566 (meters)      11.70  (feet)  COMP
 CJ0608  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CJ0608
 CJ0608  VERT ORDER  -  FIRST     CLASS II
 CJ0608
 CJ0608.The horizontal coordinates were scaled from a topographic map and have
 CJ0608.an estimated accuracy of +/- 6 seconds.
 CJ0608
 CJ0608.The orthometric height was determined by differential leveling
 CJ0608.and adjusted by the National Geodetic Survey in June 1991..
 CJ0608
 CJ0608.This Tidal Bench Mark is designated as VM 4193
 CJ0608.by the Center for Operational Oceanographic Products and Services.
 CJ0608
 CJ0608.The geoid height was determined by GEOID03.
 CJ0608
 CJ0608.The dynamic height is computed by dividing the NAVD 88
 CJ0608.geopotential number by the normal gravity value computed on the
 CJ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0608.degrees latitude (g = 980.6199 gals.).
 CJ0608
 CJ0608.The modeled gravity was interpolated from observed gravity values.
 CJ0608
 CJ0608;                    North         East    Units  Estimated Accuracy
 CJ0608;SPC SC       -   105,290.      721,020.      MT  (+/- 180 meters Scaled)
 CJ0608
 CJ0608                          SUPERSEDED SURVEY CONTROL
 CJ0608
 CJ0608  NGVD 29 (05/09/91)    3.870  (m)           12.70   (f) ADJUSTED    1 2
 CJ0608
 CJ0608.Superseded values are not recommended for survey control.
 CJ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0608.See file dsdata.txt to determine how the superseded data were derived.
 CJ0608
 CJ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS113271(NAD 83)
 CJ0608_MARKER: DJ = TIDAL STATION DISK
 CJ0608_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0608_SP_SET: ABUTMANT
 CJ0608_STAMPING: B.I. NO 4 1975
 CJ0608_MARK LOGO: NOS   
 CJ0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0608+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CJ0608
 CJ0608  HISTORY     - Date     Condition        Report By
 CJ0608  HISTORY     - 1975     MONUMENTED       NOS
 CJ0608  HISTORY     - 1983     GOOD             SCGS
 CJ0608  HISTORY     - 19900525 GOOD             NGS
 CJ0608  HISTORY     - 19900918 GOOD             NGS
 CJ0608  HISTORY     - 19970622 GOOD             USPSQD
 CJ0608  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 CJ0608
 CJ0608                          STATION DESCRIPTION
 CJ0608
 CJ0608'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0608'IN ISLE OF PALMS.
 CJ0608'2.95 KILOMETERS (1.85 MILES) NORTHEAST ALONG MIDDLE STREET (COUNTY
 CJ0608'ROAD S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, THENCE 0.4
 CJ0608'KILOMETER (0.25 MILE) NORTHEAST ALONG STATE HIGHWAY 703, SET IN THE
 CJ0608'SOUTHEAST ABUTMENT OF THE WILLIAM THOMSON MEMORIAL BRIDGE WHICH
 CJ0608'CROSSES THE BREACH INLET.
 CJ0608
 CJ0608                          STATION RECOVERY (1990)
 CJ0608
 CJ0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0608'RECOVERED IN GOOD CONDITION.
 CJ0608
 CJ0608                          STATION RECOVERY (1990)
 CJ0608
 CJ0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0608'RECOVERED IN GOOD CONDITION.
 CJ0608
 CJ0608                          STATION RECOVERY (1997)
 CJ0608
 CJ0608'RECOVERY NOTE BY US POWER SQUADRON 1997
 CJ0608'RECOVERED IN GOOD CONDITION.
 CJ0608
 CJ0608                          STATION RECOVERY (2003)
 CJ0608
 CJ0608'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ0608'BRIDGE HAS BEEN REPLACED BY A NEW, LARGER ONE.  MARK IS PROBABLY LOST.
 CJ0608' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0591 ***********************************************************************
 CJ0591  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0591  DESIGNATION -  866 5567 A TIDAL
 CJ0591  PID         -  CJ0591
 CJ0591  STATE/COUNTY-  SC/CHARLESTON
 CJ0591  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0591
 CJ0591                         *CURRENT SURVEY CONTROL
 CJ0591  ___________________________________________________________________
 CJ0591* NAD 83(1986)-  32 46 30.     (N)    079 50 29.     (W)     SCALED    
 CJ0591* NAVD 88     -         1.474  (meters)       4.84   (feet)  ADJUSTED  
 CJ0591  ___________________________________________________________________
 CJ0591  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 CJ0591  DYNAMIC HT  -           1.473 (meters)       4.83  (feet)  COMP
 CJ0591  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 CJ0591
 CJ0591  VERT ORDER  -  FIRST     CLASS II
 CJ0591
 CJ0591.The horizontal coordinates were scaled from a topographic map and have
 CJ0591.an estimated accuracy of +/- 6 seconds.
 CJ0591
 CJ0591.The orthometric height was determined by differential leveling
 CJ0591.and adjusted by the National Geodetic Survey in June 1991..
 CJ0591
 CJ0591.This Tidal Bench Mark is designated as VM 4197
 CJ0591.by the Center for Operational Oceanographic Products and Services.
 CJ0591
 CJ0591.The geoid height was determined by GEOID03.
 CJ0591
 CJ0591.The dynamic height is computed by dividing the NAVD 88
 CJ0591.geopotential number by the normal gravity value computed on the
 CJ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0591.degrees latitude (g = 980.6199 gals.).
 CJ0591
 CJ0591.The modeled gravity was interpolated from observed gravity values.
 CJ0591
 CJ0591;                    North         East    Units  Estimated Accuracy
 CJ0591;SPC SC       -   105,040.      718,140.      MT  (+/- 180 meters Scaled)
 CJ0591
 CJ0591                          SUPERSEDED SURVEY CONTROL
 CJ0591
 CJ0591  NGVD 29 (05/09/91)    1.775  (m)            5.82   (f) ADJUSTED    1 2
 CJ0591
 CJ0591.Superseded values are not recommended for survey control.
 CJ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0591.See file dsdata.txt to determine how the superseded data were derived.
 CJ0591
 CJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS085269(NAD 83)
 CJ0591_MARKER: DJ = TIDAL STATION DISK
 CJ0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0591_SP_SET: COPPER-CLAD STEEL ROD
 CJ0591_STAMPING: 5567 A 1976
 CJ0591_MARK LOGO: NOS   
 CJ0591_PROJECTION: FLUSH
 CJ0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0591+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1990
 CJ0591_ROD/PIPE-DEPTH: 12.2 meters
 CJ0591
 CJ0591  HISTORY     - Date     Condition        Report By
 CJ0591  HISTORY     - 1976     MONUMENTED       NOS
 CJ0591  HISTORY     - 1983     GOOD             SCGS
 CJ0591  HISTORY     - 19900522 GOOD             NGS
 CJ0591
 CJ0591                          STATION DESCRIPTION
 CJ0591
 CJ0591'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0591'2.6 KM (1.6 MI) SE FROM MOUNT PLEASANT.
 CJ0591'0.55 KILOMETER (0.35 MILE) SOUTHEASTERLY ALONG FAIRMONT AVENUE (COUNTY
 CJ0591'ROAD S-10-216) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 1.05
 CJ0591'KILOMETER (0.65 MILE) NORTHEAST ALONG MCCANTS DRIVE, THENCE 2.5
 CJ0591'KILOMETERS (1.55 MILES) SOUTHEAST ALONG STATE HIGHWAY 703, THENCE 0.2
 CJ0591'KILOMETER (0.15 MILE) NORTHEAST ALONG A DRIVE LEADING TO THE EAST
 CJ0591'COOPER OUTBOARD MOTOR CLUB, SET NORTHEAST OF THE CLUBHOUSE AND ACROSS
 CJ0591'THE SAND DRIVE, 1.45 METERS (4.8 FEET) SOUTHEAST OF POWER POLE NUMBER
 CJ0591'91562 WITH TWO GUY WIRES, 4.0 METERS (13.2 FEET) WEST-SOUTHWEST OF A
 CJ0591'36-INCH PINE TREE, 61.9 METERS (203.0 FEET) NORTHEAST OF THE NORTHEAST
 CJ0591'CORNER OF THE CLUBHOUSE.
 CJ0591
 CJ0591                          STATION RECOVERY (1990)
 CJ0591
 CJ0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0590 ***********************************************************************
 CJ0590  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0590  DESIGNATION -  866 5567 B TIDAL
 CJ0590  PID         -  CJ0590
 CJ0590  STATE/COUNTY-  SC/CHARLESTON
 CJ0590  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0590
 CJ0590                         *CURRENT SURVEY CONTROL
 CJ0590  ___________________________________________________________________
 CJ0590* NAD 83(1986)-  32 46 29.     (N)    079 50 33.     (W)     SCALED    
 CJ0590* NAVD 88     -         1.399  (meters)       4.59   (feet)  ADJUSTED  
 CJ0590  ___________________________________________________________________
 CJ0590  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 CJ0590  DYNAMIC HT  -           1.397 (meters)       4.58  (feet)  COMP
 CJ0590  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 CJ0590
 CJ0590  VERT ORDER  -  FIRST     CLASS II
 CJ0590
 CJ0590.The horizontal coordinates were scaled from a topographic map and have
 CJ0590.an estimated accuracy of +/- 6 seconds.
 CJ0590
 CJ0590.The orthometric height was determined by differential leveling
 CJ0590.and adjusted by the National Geodetic Survey in June 1991..
 CJ0590
 CJ0590.This Tidal Bench Mark is designated as VM 4198
 CJ0590.by the Center for Operational Oceanographic Products and Services.
 CJ0590
 CJ0590.The geoid height was determined by GEOID03.
 CJ0590
 CJ0590.The dynamic height is computed by dividing the NAVD 88
 CJ0590.geopotential number by the normal gravity value computed on the
 CJ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0590.degrees latitude (g = 980.6199 gals.).
 CJ0590
 CJ0590.The modeled gravity was interpolated from observed gravity values.
 CJ0590
 CJ0590;                    North         East    Units  Estimated Accuracy
 CJ0590;SPC SC       -   105,010.      718,040.      MT  (+/- 180 meters Scaled)
 CJ0590
 CJ0590                          SUPERSEDED SURVEY CONTROL
 CJ0590
 CJ0590  NGVD 29 (05/09/91)    1.699  (m)            5.57   (f) ADJUSTED    1 2
 CJ0590
 CJ0590.Superseded values are not recommended for survey control.
 CJ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0590.See file dsdata.txt to determine how the superseded data were derived.
 CJ0590
 CJ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS084269(NAD 83)
 CJ0590_MARKER: DJ = TIDAL STATION DISK
 CJ0590_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0590_SP_SET: COPPER-CLAD STEEL ROD
 CJ0590_STAMPING: 5567 B 1976
 CJ0590_MARK LOGO: NOS   
 CJ0590_PROJECTION: FLUSH
 CJ0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0590+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1990
 CJ0590_ROD/PIPE-DEPTH: 12.2 meters
 CJ0590
 CJ0590  HISTORY     - Date     Condition        Report By
 CJ0590  HISTORY     - 1976     MONUMENTED       NOS
 CJ0590  HISTORY     - 1983     GOOD             SCGS
 CJ0590  HISTORY     - 19900522 GOOD             NGS
 CJ0590
 CJ0590                          STATION DESCRIPTION
 CJ0590
 CJ0590'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0590'2.6 KM (1.6 MI) SE FROM MOUNT PLEASANT.
 CJ0590'0.55 KILOMETER (0.35 MILE) SOUTHEASTERLY ALONG FAIRMONT AVENUE (COUNTY
 CJ0590'ROAD S-10-216) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 1.05
 CJ0590'KILOMETERS (0.65 MILE) NORTHEAST ALONG MCCANTS DRIVE, THENCE 2.5
 CJ0590'KILOMETERS (1.55 MILES) SOUTHEAST ALONG STATE HIGHWAY 703, THENCE 0.1
 CJ0590'KILOMETER (0.05 MILE) NORTHEAST ALONG A DRIVE LEADING TO THE EAST
 CJ0590'COOPER OUTBOARD MOTOR CLUB, SET SOUTHEAST OF THE ENTRANCE GATE OF THE
 CJ0590'MOTOR CLUB, 0.4 METER (1.2 FEET) EAST-SOUTHEAST OF THE NORTH CORNER OF
 CJ0590'A CEMENT BLOCK PILLAR, 4.0 METERS (13.1 FEET) SOUTHEAST OF THE
 CJ0590'APPROXIMATE CENTER OF THE DRIVE, 51.5 METERS (169.0 FEET) NORTHEAST OF
 CJ0590'THE APPROXIMATE CENTER OF STATE HIGHWAY 703.
 CJ0590'THE MARK IS 0.54 METERS  NW FROM A WITNESS POST.
 CJ0590'THE MARK IS 2.50 M BELOW HIGHWAY 703.
 CJ0590
 CJ0590                          STATION RECOVERY (1990)
 CJ0590
 CJ0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0589 ***********************************************************************
 CJ0589  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0589  DESIGNATION -  866 5567 C TIDAL
 CJ0589  PID         -  CJ0589
 CJ0589  STATE/COUNTY-  SC/CHARLESTON
 CJ0589  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0589
 CJ0589                         *CURRENT SURVEY CONTROL
 CJ0589  ___________________________________________________________________
 CJ0589* NAD 83(1986)-  32 46 51.     (N)    079 50 47.     (W)     SCALED    
 CJ0589* NAVD 88     -         1.851  (meters)       6.07   (feet)  ADJUSTED  
 CJ0589  ___________________________________________________________________
 CJ0589  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 CJ0589  DYNAMIC HT  -           1.849 (meters)       6.07  (feet)  COMP
 CJ0589  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CJ0589
 CJ0589  VERT ORDER  -  FIRST     CLASS II
 CJ0589
 CJ0589.The horizontal coordinates were scaled from a topographic map and have
 CJ0589.an estimated accuracy of +/- 6 seconds.
 CJ0589
 CJ0589.The orthometric height was determined by differential leveling
 CJ0589.and adjusted by the National Geodetic Survey in June 1991..
 CJ0589
 CJ0589.This Tidal Bench Mark is designated as VM 4199
 CJ0589.by the Center for Operational Oceanographic Products and Services.
 CJ0589
 CJ0589.The geoid height was determined by GEOID03.
 CJ0589
 CJ0589.The dynamic height is computed by dividing the NAVD 88
 CJ0589.geopotential number by the normal gravity value computed on the
 CJ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0589.degrees latitude (g = 980.6199 gals.).
 CJ0589
 CJ0589.The modeled gravity was interpolated from observed gravity values.
 CJ0589
 CJ0589;                    North         East    Units  Estimated Accuracy
 CJ0589;SPC SC       -   105,680.      717,660.      MT  (+/- 180 meters Scaled)
 CJ0589
 CJ0589                          SUPERSEDED SURVEY CONTROL
 CJ0589
 CJ0589  NGVD 29 (05/09/91)    2.151  (m)            7.06   (f) ADJUSTED    1 2
 CJ0589
 CJ0589.Superseded values are not recommended for survey control.
 CJ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0589.See file dsdata.txt to determine how the superseded data were derived.
 CJ0589
 CJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS080275(NAD 83)
 CJ0589_MARKER: DJ = TIDAL STATION DISK
 CJ0589_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0589_SP_SET: COPPER-CLAD STEEL ROD
 CJ0589_STAMPING: 5567 C 1976
 CJ0589_MARK LOGO: NOS   
 CJ0589_PROJECTION: FLUSH
 CJ0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0589+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1990
 CJ0589_ROD/PIPE-DEPTH: 12.2 meters
 CJ0589
 CJ0589  HISTORY     - Date     Condition        Report By
 CJ0589  HISTORY     - 1976     MONUMENTED       NOS
 CJ0589  HISTORY     - 1983     GOOD             SCGS
 CJ0589  HISTORY     - 19900522 GOOD             NGS
 CJ0589
 CJ0589                          STATION DESCRIPTION
 CJ0589
 CJ0589'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0589'2.2 KM (1.4 MI) SE FROM MOUNT PLEASANT.
 CJ0589'THE MARK IS 0.30 M BELOW HIGHWAY 703.
 CJ0589'0.55 KILOMETER (0.35 MILE) SOUTHEASTERLY ALONG FAIRMONT AVENUE (COUNTY
 CJ0589'ROAD S-10-216) FROM THE MOUNT PLEASANT POST OFFICE, THENCE 1.05
 CJ0589'KILOMETERS (0.65 MILE) NORTHEAST ALONG MCCANTS DRIVE, THENCE 1.7
 CJ0589'KILOMETERS (1.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 703, SET NEAR A
 CJ0589'POWER POLE WITH TWO GUY WIRES ON THE NORTHEAST SIDE OF THE HIGHWAY,
 CJ0589'5.9 METERS (19.4 FEET) WEST OF THE POWER POLE NUMBER 21429,
 CJ0589'8.45 METERS (27.7 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 CJ0589'STATE HIGHWAY 703, 2.19 METERS (7.2 FEET) NORTHWEST OF THE SOUTHWEST
 CJ0589'ANCHOR OF THE GUY WIRE.
 CJ0589'THE MARK IS 0.50 METERS  ENE FROM A WITNESS POST.
 CJ0589
 CJ0589                          STATION RECOVERY (1990)
 CJ0589
 CJ0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0589'0.4 KM (0.2 MI) NORTHEASTERLY ALONG MIDDLE STREET (COUNTY ROAD
 CJ0589'S-10-599) FROM THE POST OFFICE IN SULLIVANS ISLAND, THENCE 2.2 KM
 CJ0589'(1.4 MI) NORTHWESTERLY ALONG STATE HIGHWAY 703, 11.3 M (37.1 FT)
 CJ0589'NORTHWEST OF A UTILITY POLE WITH FOUR GUY WIRES, 8.3 M (27.2 FT) EAST
 CJ0589'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) EAST OF
 CJ0589'A WITNESS POST.  NOTE--THE DISK IS CRIMPED TO A COPPER-CLAD STEEL ROD
 CJ0589'ENCASSED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2722 ***********************************************************************
 CK2722  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2722  DESIGNATION -  866 5589 TIDAL 1
 CK2722  PID         -  CK2722
 CK2722  STATE/COUNTY-  SC/CHARLESTON
 CK2722  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2722
 CK2722                         *CURRENT SURVEY CONTROL
 CK2722  ___________________________________________________________________
 CK2722* NAD 83(1986)-  32 46 06.     (N)    080 03 47.     (W)     SCALED    
 CK2722* NAVD 88     -         2.517  (meters)       8.26   (feet)  ADJUSTED  
 CK2722  ___________________________________________________________________
 CK2722  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK2722  DYNAMIC HT  -           2.515 (meters)       8.25  (feet)  COMP
 CK2722  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 CK2722
 CK2722  VERT ORDER  -  FIRST     CLASS II
 CK2722
 CK2722.The horizontal coordinates were scaled from a topographic map and have
 CK2722.an estimated accuracy of +/- 6 seconds.
 CK2722
 CK2722.The orthometric height was determined by differential leveling
 CK2722.and adjusted by the National Geodetic Survey in June 1991..
 CK2722
 CK2722.This Tidal Bench Mark is designated as VM 4200
 CK2722.by the Center for Operational Oceanographic Products and Services.
 CK2722
 CK2722.The geoid height was determined by GEOID03.
 CK2722
 CK2722.The dynamic height is computed by dividing the NAVD 88
 CK2722.geopotential number by the normal gravity value computed on the
 CK2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2722.degrees latitude (g = 980.6199 gals.).
 CK2722
 CK2722.The modeled gravity was interpolated from observed gravity values.
 CK2722
 CK2722;                    North         East    Units  Estimated Accuracy
 CK2722;SPC SC       -   104,090.      697,380.      MT  (+/- 180 meters Scaled)
 CK2722
 CK2722                          SUPERSEDED SURVEY CONTROL
 CK2722
 CK2722  NGVD 29 (03/21/89)    2.815  (m)            9.24   (f) ADJUSTED    1 2
 CK2722
 CK2722.Superseded values are not recommended for survey control.
 CK2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2722.See file dsdata.txt to determine how the superseded data were derived.
 CK2722
 CK2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS877259(NAD 83)
 CK2722_MARKER: DJ = TIDAL STATION DISK
 CK2722_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2722_SP_SET: IN BRIDGE
 CK2722_STAMPING: NO 1 1974
 CK2722_MARK LOGO: NOS   
 CK2722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2722+STABILITY: SURFACE MOTION
 CK2722
 CK2722  HISTORY     - Date     Condition        Report By
 CK2722  HISTORY     - 1974     MONUMENTED       NOS
 CK2722  HISTORY     - 1983     GOOD             SCGS
 CK2722  HISTORY     - 20010310 GOOD             USPSQD
 CK2722
 CK2722                          STATION DESCRIPTION
 CK2722
 CK2722'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2722'6.0 KM (3.7 MI) SW FROM SAINT ANDREWS.
 CK2722'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2722'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2722'WEST OF SAINT ANDREWS, THENCE 4.25 KILOMETERS (2.65 MILES) SOUTHEAST
 CK2722'ALONG COUNTY ROAD S-10-54, THENCE 0.4 KILOMETER (0.25 MILE) NORTHEAST
 CK2722'ALONG A SAND ROAD LEADING TO SWYGERT SHIPYARD, SET AT THE NORTHWEST
 CK2722'CORNER OF THE BRIDGE CROSSING PENNYS CREEK, 4.3 METERS (14.0 FEET)
 CK2722'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE TRAVEL WAY OF THE
 CK2722'BRIDGE, 2.3 METERS (7.4 FEET) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER
 CK2722'OF THE BRIDGE.
 CK2722'THE MARK IS ABOVE LEVEL WITH BRIDGE.
 CK2722
 CK2722                          STATION RECOVERY (2001)
 CK2722
 CK2722'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2723 ***********************************************************************
 CK2723  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2723  DESIGNATION -  866 5589 TIDAL 2
 CK2723  PID         -  CK2723
 CK2723  STATE/COUNTY-  SC/CHARLESTON
 CK2723  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2723
 CK2723                         *CURRENT SURVEY CONTROL
 CK2723  ___________________________________________________________________
 CK2723* NAD 83(1986)-  32 46 12.     (N)    080 03 44.     (W)     SCALED    
 CK2723* NAVD 88     -         2.271  (meters)       7.45   (feet)  ADJUSTED  
 CK2723  ___________________________________________________________________
 CK2723  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 CK2723  DYNAMIC HT  -           2.268 (meters)       7.44  (feet)  COMP
 CK2723  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CK2723
 CK2723  VERT ORDER  -  FIRST     CLASS II
 CK2723
 CK2723.The horizontal coordinates were scaled from a topographic map and have
 CK2723.an estimated accuracy of +/- 6 seconds.
 CK2723
 CK2723.The orthometric height was determined by differential leveling
 CK2723.and adjusted by the National Geodetic Survey in June 1991..
 CK2723
 CK2723.This Tidal Bench Mark is designated as VM 4201
 CK2723.by the Center for Operational Oceanographic Products and Services.
 CK2723
 CK2723.The geoid height was determined by GEOID03.
 CK2723
 CK2723.The dynamic height is computed by dividing the NAVD 88
 CK2723.geopotential number by the normal gravity value computed on the
 CK2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2723.degrees latitude (g = 980.6199 gals.).
 CK2723
 CK2723.The modeled gravity was interpolated from observed gravity values.
 CK2723
 CK2723;                    North         East    Units  Estimated Accuracy
 CK2723;SPC SC       -   104,280.      697,460.      MT  (+/- 180 meters Scaled)
 CK2723
 CK2723                          SUPERSEDED SURVEY CONTROL
 CK2723
 CK2723  NGVD 29 (03/21/89)    2.568  (m)            8.43   (f) ADJUSTED    1 2
 CK2723
 CK2723.Superseded values are not recommended for survey control.
 CK2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2723.See file dsdata.txt to determine how the superseded data were derived.
 CK2723
 CK2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS878261(NAD 83)
 CK2723_MARKER: DJ = TIDAL STATION DISK
 CK2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2723_SP_SET: CONCRETE POST
 CK2723_STAMPING: NO 2 1974
 CK2723_MARK LOGO: NOS   
 CK2723_PROJECTION: FLUSH
 CK2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2723+STABILITY: SURFACE MOTION
 CK2723
 CK2723  HISTORY     - Date     Condition        Report By
 CK2723  HISTORY     - 1974     MONUMENTED       NOS
 CK2723  HISTORY     - 1983     GOOD             SCGS
 CK2723  HISTORY     - 20010310 GOOD             USPSQD
 CK2723
 CK2723                          STATION DESCRIPTION
 CK2723
 CK2723'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2723'6.0 KM (3.7 MI) SW FROM SAINT ANDREWS.
 CK2723'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2723'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2723'WEST OF SAINT ANDREWS, THENCE 4.25 KILOMETERS (2.65 MILES) SOUTHEAST
 CK2723'ALONG COUNTY ROAD S-10-54, THENCE 0.6 KILOMETER (0.4 MILE) NORTHEAST
 CK2723'ALONG A SAND ROAD LEADING TO SWYGERT SHIPYARD, SET NEAR THE SOUTHEAST
 CK2723'CORNER OF THE OFFICE BUILDING, 26.5 METERS (87.0 FEET) WEST-NORTHWEST
 CK2723'OF THE APPROXIMATE CENTER OF THE SAND ROAD, 4.0 METERS (13.0 FEET)
 CK2723'SOUTHWEST OF THE CENTER OF THE TWO MAIN ENTRANCE DOORS TO THE OFFICE
 CK2723'BUILDING, 1.0 METER (3.5 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 CK2723'OF THE OFFICE BUILDING.
 CK2723'THE MARK IS 0.60 M ABOVE SAND ROAD.
 CK2723
 CK2723                          STATION RECOVERY (2001)
 CK2723
 CK2723'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2724 ***********************************************************************
 CK2724  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2724  DESIGNATION -  866 5589 TIDAL 3
 CK2724  PID         -  CK2724
 CK2724  STATE/COUNTY-  SC/CHARLESTON
 CK2724  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2724
 CK2724                         *CURRENT SURVEY CONTROL
 CK2724  ___________________________________________________________________
 CK2724* NAD 83(1986)-  32 46 11.     (N)    080 03 42.     (W)     SCALED    
 CK2724* NAVD 88     -         1.569  (meters)       5.15   (feet)  ADJUSTED  
 CK2724  ___________________________________________________________________
 CK2724  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 CK2724  DYNAMIC HT  -           1.567 (meters)       5.14  (feet)  COMP
 CK2724  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CK2724
 CK2724  VERT ORDER  -  FIRST     CLASS II
 CK2724
 CK2724.The horizontal coordinates were scaled from a topographic map and have
 CK2724.an estimated accuracy of +/- 6 seconds.
 CK2724
 CK2724.The orthometric height was determined by differential leveling
 CK2724.and adjusted by the National Geodetic Survey in June 1991..
 CK2724
 CK2724.This Tidal Bench Mark is designated as VM 4202
 CK2724.by the Center for Operational Oceanographic Products and Services.
 CK2724
 CK2724.The geoid height was determined by GEOID03.
 CK2724
 CK2724.The dynamic height is computed by dividing the NAVD 88
 CK2724.geopotential number by the normal gravity value computed on the
 CK2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2724.degrees latitude (g = 980.6199 gals.).
 CK2724
 CK2724.The modeled gravity was interpolated from observed gravity values.
 CK2724
 CK2724;                    North         East    Units  Estimated Accuracy
 CK2724;SPC SC       -   104,250.      697,510.      MT  (+/- 180 meters Scaled)
 CK2724
 CK2724                          SUPERSEDED SURVEY CONTROL
 CK2724
 CK2724  NGVD 29 (03/21/89)    1.866  (m)            6.12   (f) ADJUSTED    1 2
 CK2724
 CK2724.Superseded values are not recommended for survey control.
 CK2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2724.See file dsdata.txt to determine how the superseded data were derived.
 CK2724
 CK2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS878261(NAD 83)
 CK2724_MARKER: DJ = TIDAL STATION DISK
 CK2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2724_SP_SET: CONCRETE POST
 CK2724_STAMPING: NO 3 1974
 CK2724_MARK LOGO: NOS   
 CK2724_PROJECTION: FLUSH
 CK2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2724+STABILITY: SURFACE MOTION
 CK2724
 CK2724  HISTORY     - Date     Condition        Report By
 CK2724  HISTORY     - 1974     MONUMENTED       NOS
 CK2724  HISTORY     - 1983     GOOD             SCGS
 CK2724  HISTORY     - 20010310 GOOD             USPSQD
 CK2724
 CK2724                          STATION DESCRIPTION
 CK2724
 CK2724'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2724'6.0 KM (3.7 MI) SW FROM SAINT ANDREWS.
 CK2724'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2724'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2724'WEST OF SAINT ANDREWS, THENCE 4.25 KILOMETERS (2.65 MILES) SOUTHEAST
 CK2724'ALONG COUNTY ROAD S-10-54, THENCE 0.6 KILOMETER (0.4 MILE) NORTHEAST
 CK2724'ALONG A SAND ROAD LEADING TO SWYGERT SHIPYARD, SET AT THE EDGE OF A
 CK2724'FIELD AND THE MARSH LINE, 31.1 METERS (102.0 FEET) SOUTH-SOUTHWEST OF
 CK2724'THE APPROXIMATE CENTER OF A SAND ROAD THAT RUNS TO A JUNK PILE THAT IS
 CK2724'SURROUNDED BY A CHAIN LINK FENCE, 18.4 METERS (60.5 FEET)
 CK2724'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE MAIN SAND ROAD,
 CK2724'21.7 METERS (71.5 FEET) SOUTH OF A POWER POLE WITH A STREET LIGHT,
 CK2724'19.3 METERS (63.5 FEET) NORTH-NORTHWEST OF 866 5589 TIDAL 4,
 CK2724'2.4 METERS (8.0 FEET) NORTH OF THE MARSH LINE.
 CK2724'THE MARK IS 0.20 METERS  SSW FROM  STEEL POST
 CK2724'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2724
 CK2724                          STATION RECOVERY (2001)
 CK2724
 CK2724'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2725 ***********************************************************************
 CK2725  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2725  DESIGNATION -  866 5589 TIDAL 4
 CK2725  PID         -  CK2725
 CK2725  STATE/COUNTY-  SC/CHARLESTON
 CK2725  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2725
 CK2725                         *CURRENT SURVEY CONTROL
 CK2725  ___________________________________________________________________
 CK2725* NAD 83(1986)-  32 46 11.     (N)    080 03 42.     (W)     SCALED    
 CK2725* NAVD 88     -         1.150  (meters)       3.77   (feet)  ADJUSTED  
 CK2725  ___________________________________________________________________
 CK2725  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 CK2725  DYNAMIC HT  -           1.149 (meters)       3.77  (feet)  COMP
 CK2725  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CK2725
 CK2725  VERT ORDER  -  FIRST     CLASS II
 CK2725
 CK2725.The horizontal coordinates were scaled from a topographic map and have
 CK2725.an estimated accuracy of +/- 6 seconds.
 CK2725
 CK2725.The orthometric height was determined by differential leveling
 CK2725.and adjusted by the National Geodetic Survey in June 1991..
 CK2725
 CK2725.This Tidal Bench Mark is designated as VM 4203
 CK2725.by the Center for Operational Oceanographic Products and Services.
 CK2725
 CK2725.The geoid height was determined by GEOID03.
 CK2725
 CK2725.The dynamic height is computed by dividing the NAVD 88
 CK2725.geopotential number by the normal gravity value computed on the
 CK2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2725.degrees latitude (g = 980.6199 gals.).
 CK2725
 CK2725.The modeled gravity was interpolated from observed gravity values.
 CK2725
 CK2725;                    North         East    Units  Estimated Accuracy
 CK2725;SPC SC       -   104,250.      697,510.      MT  (+/- 180 meters Scaled)
 CK2725
 CK2725                          SUPERSEDED SURVEY CONTROL
 CK2725
 CK2725  NGVD 29 (03/21/89)    1.448  (m)            4.75   (f) ADJUSTED    1 2
 CK2725
 CK2725.Superseded values are not recommended for survey control.
 CK2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2725.See file dsdata.txt to determine how the superseded data were derived.
 CK2725
 CK2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS878261(NAD 83)
 CK2725_MARKER: DJ = TIDAL STATION DISK
 CK2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2725_SP_SET: CONCRETE POST
 CK2725_STAMPING: NO 4 1974
 CK2725_MARK LOGO: NOS   
 CK2725_PROJECTION: FLUSH
 CK2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2725+STABILITY: SURFACE MOTION
 CK2725
 CK2725  HISTORY     - Date     Condition        Report By
 CK2725  HISTORY     - 1974     MONUMENTED       NOS
 CK2725  HISTORY     - 1983     GOOD             SCGS
 CK2725  HISTORY     - 20010310 GOOD             USPSQD
 CK2725
 CK2725                          STATION DESCRIPTION
 CK2725
 CK2725'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2725'6.0 KM (3.7 MI) SW FROM SAINT ANDREWS.
 CK2725'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2725'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2725'WEST OF SAINT ANDREWS, THENCE 4.25 KILOMETERS (2.65 MILES) SOUTHEAST
 CK2725'ALONG COUNTY ROAD S-10-54, THENCE 0.6 KILOMETER (0.4 MILE) NORTHEAST
 CK2725'ALONG A SAND ROAD LEADING TO SWYGERT SHIPYARD, SET NEAR A POWER POLE
 CK2725'THAT IS NOT BEING USED AT THIS TIME, ALSO HAS WITNESS SIGN ATTACHED TO
 CK2725'THE POLE, 36.3 METERS (119.0 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE
 CK2725'CENTER OF A SAND ROAD THAT RUNS TO A JUNK PILE THAT IS SURROUNDED BY A
 CK2725'CHAIN LINK FENCE, 31.2 METERS (102.7 FEET) WEST-NORTHWEST OF THE CHAIN
 CK2725'LINK FENCE, 19.3 METERS (63.5 FEET) SOUTH-SOUTHEAST OF 866 5589 TIDAL
 CK2725'3, 4.3 METERS (14.0 FEET) NORTH-NORTHEAST OF THE MARSH LINE,
 CK2725'1.2 METERS (4.0 FEET) WEST-SOUTHWEST OF THE POWER POLE WITH WITNESS
 CK2725'SIGN ATTACHED.
 CK2725'THE MARK IS 0.20 METERS  S FROM  STEEL POST
 CK2725'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2725
 CK2725                          STATION RECOVERY (2001)
 CK2725
 CK2725'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2726 ***********************************************************************
 CK2726  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2726  DESIGNATION -  866 5589 TIDAL 5
 CK2726  PID         -  CK2726
 CK2726  STATE/COUNTY-  SC/CHARLESTON
 CK2726  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2726
 CK2726                         *CURRENT SURVEY CONTROL
 CK2726  ___________________________________________________________________
 CK2726* NAD 83(1986)-  32 46 11.     (N)    080 03 42.     (W)     SCALED    
 CK2726* NAVD 88     -         0.941  (meters)       3.09   (feet)  ADJUSTED  
 CK2726  ___________________________________________________________________
 CK2726  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 CK2726  DYNAMIC HT  -           0.940 (meters)       3.08  (feet)  COMP
 CK2726  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CK2726
 CK2726  VERT ORDER  -  FIRST     CLASS II
 CK2726
 CK2726.The horizontal coordinates were scaled from a topographic map and have
 CK2726.an estimated accuracy of +/- 6 seconds.
 CK2726
 CK2726.The orthometric height was determined by differential leveling
 CK2726.and adjusted by the National Geodetic Survey in June 1991..
 CK2726
 CK2726.This Tidal Bench Mark is designated as VM 4204
 CK2726.by the Center for Operational Oceanographic Products and Services.
 CK2726
 CK2726.The geoid height was determined by GEOID03.
 CK2726
 CK2726.The dynamic height is computed by dividing the NAVD 88
 CK2726.geopotential number by the normal gravity value computed on the
 CK2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2726.degrees latitude (g = 980.6199 gals.).
 CK2726
 CK2726.The modeled gravity was interpolated from observed gravity values.
 CK2726
 CK2726;                    North         East    Units  Estimated Accuracy
 CK2726;SPC SC       -   104,250.      697,510.      MT  (+/- 180 meters Scaled)
 CK2726
 CK2726                          SUPERSEDED SURVEY CONTROL
 CK2726
 CK2726  NGVD 29 (03/21/89)    1.239  (m)            4.07   (f) ADJUSTED    1 2
 CK2726
 CK2726.Superseded values are not recommended for survey control.
 CK2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2726.See file dsdata.txt to determine how the superseded data were derived.
 CK2726
 CK2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS878261(NAD 83)
 CK2726_MARKER: DJ = TIDAL STATION DISK
 CK2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2726_SP_SET: CONCRETE POST
 CK2726_STAMPING: NO 5 1974
 CK2726_MARK LOGO: NOS   
 CK2726_PROJECTION: FLUSH
 CK2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2726+STABILITY: SURFACE MOTION
 CK2726
 CK2726  HISTORY     - Date     Condition        Report By
 CK2726  HISTORY     - 1974     MONUMENTED       NOS
 CK2726  HISTORY     - 1983     GOOD             SCGS
 CK2726  HISTORY     - 20010310 POOR             USPSQD
 CK2726
 CK2726                          STATION DESCRIPTION
 CK2726
 CK2726'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2726'6.0 KM (3.7 MI) SW FROM SAINT ANDREWS.
 CK2726'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2726'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2726'WEST OF SAINT ANDREWS, THENCE 4.25 KILOMETERS (2.65 MILES) SOUTHEAST
 CK2726'ALONG COUNTY ROAD S-10-54, THENCE 0.6 KILOMETER (0.4 MILE) NORTHEAST
 CK2726'ALONG A SAND ROAD LEADING TO SWYGERT SHIPYARD, SET NEAR A CHAIN LINK
 CK2726'FENCE NEXT TO THE MARSH LINE, 36.0 METERS (118.0 FEET) SOUTH-SOUTHWEST
 CK2726'OF THE APPROXIMATE CENTER OF A SAND ROAD THAT RUNS TO A JUNK PILE THAT
 CK2726'IS SURROUNDED BY A CHAIN LINK FENCE, 29.4 METERS (96.8 FEET)
 CK2726'EAST-SOUTHEAST OF 866 5589 TIDAL 4, 4.9 METERS (16.0 FEET) WEST OF A
 CK2726'POWER POLE THAT IS NOT IN USE AT THIS TIME, 1.8 METERS (6.0 FEET)
 CK2726'WEST-NORTHWEST OF THE CHAIN LINK FENCE, 2.4 METERS (8.0 FEET)
 CK2726'NORTH-NORTHEAST OF THE MARSH LINE.
 CK2726'THE MARK IS 0.20 METERS  NNW FROM  STEEL POST
 CK2726'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2726
 CK2726                          STATION RECOVERY (2001)
 CK2726
 CK2726'RECOVERY NOTE BY US POWER SQUADRON 2001
 CK2726'MARK IS NOT LEVEL.  IT APPEARS TO HAVE SUNK INTO THE SOFT GROUND
 CK2726'AROUND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0120 ***********************************************************************
 CJ0120  DESIGNATION -  866 5613 TIDAL 10
 CJ0120  PID         -  CJ0120
 CJ0120  STATE/COUNTY-  SC/CHARLESTON
 CJ0120  USGS QUAD   -  CHARLESTON (1983)
 CJ0120
 CJ0120                         *CURRENT SURVEY CONTROL
 CJ0120  ___________________________________________________________________
 CJ0120* NAD 83(1986)-  32 45 56.     (N)    079 58 26.     (W)     SCALED    
 CJ0120* NAVD 88     -         3.858  (meters)      12.66   (feet)  ADJUSTED  
 CJ0120  ___________________________________________________________________
 CJ0120  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 CJ0120  DYNAMIC HT  -           3.854 (meters)      12.64  (feet)  COMP
 CJ0120  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 CJ0120
 CJ0120  VERT ORDER  -  FIRST     CLASS I
 CJ0120
 CJ0120.The horizontal coordinates were scaled from a topographic map and have
 CJ0120.an estimated accuracy of +/- 6 seconds.
 CJ0120
 CJ0120.The orthometric height was determined by differential leveling
 CJ0120.and adjusted by the National Geodetic Survey in June 1991..
 CJ0120.WARNING-Repeat measurements at this control monument indicate possible
 CJ0120.vertical movement.
 CJ0120
 CJ0120.The geoid height was determined by GEOID03.
 CJ0120
 CJ0120.The dynamic height is computed by dividing the NAVD 88
 CJ0120.geopotential number by the normal gravity value computed on the
 CJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0120.degrees latitude (g = 980.6199 gals.).
 CJ0120
 CJ0120.The modeled gravity was interpolated from observed gravity values.
 CJ0120
 CJ0120;                    North         East    Units  Estimated Accuracy
 CJ0120;SPC SC       -   103,860.      705,740.      MT  (+/- 180 meters Scaled)
 CJ0120
 CJ0120                          SUPERSEDED SURVEY CONTROL
 CJ0120
 CJ0120  NGVD 29 (05/09/91)    4.158  (m)           13.64   (f) ADJUSTED    1 1
 CJ0120
 CJ0120.Superseded values are not recommended for survey control.
 CJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0120.See file dsdata.txt to determine how the superseded data were derived.
 CJ0120
 CJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS961257(NAD 83)
 CJ0120_MARKER: DJ = TIDAL STATION DISK
 CJ0120_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0120_SP_SET: PILE CAP
 CJ0120_STAMPING: NO 10 1956
 CJ0120_MARK LOGO: CGS   
 CJ0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0120+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0120
 CJ0120  HISTORY     - Date     Condition        Report By
 CJ0120  HISTORY     - 1956     MONUMENTED       CGS
 CJ0120  HISTORY     - 1963     GOOD             NGS
 CJ0120  HISTORY     - 1963     GOOD             NGS
 CJ0120  HISTORY     - 1983     GOOD             SCGS
 CJ0120  HISTORY     - 1989     GOOD             USPSQD
 CJ0120  HISTORY     - 19900518 GOOD             NGS
 CJ0120
 CJ0120                          STATION DESCRIPTION
 CJ0120
 CJ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CJ0120'1.0 MI SW FROM ST ANDREWS.
 CJ0120'1.0 MILES SOUTHWEST ALONG STATE HIGHWAYS 171 AND 700 FROM THE
 CJ0120'JUNCTION OF U.S. HIGHWAY 17 AT ST. ANDREWS, AT THE SOUTH END
 CJ0120'OF THE HIGHWAY BRIDGE OVER WAPPOO CREEK, AT THE FIRST ROW OF
 CJ0120'BRIDGE SUPPORTS NORTH OF SOUTH END OF BRIDGE, IN TOP OF CONCRETE
 CJ0120'BASE OF EAST ONE OF THREE SUPPORTS, ABOUT 1 1/2 FEET SOUTHWEST
 CJ0120'OF NORTHEAST CORNER OF BASE, AND ABOUT 20 FEET BELOW HIGHWAY
 CJ0120'BRIDGE.
 CJ0120
 CJ0120                          STATION RECOVERY (1963)
 CJ0120
 CJ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CJ0120'RECOVERED IN GOOD CONDITION.
 CJ0120
 CJ0120                          STATION RECOVERY (1983)
 CJ0120
 CJ0120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0120'RECOVERED IN GOOD CONDITION.
 CJ0120'THE MARK IS 6.0 M BELOW HIGHWAY.
 CJ0120
 CJ0120                          STATION RECOVERY (1989)
 CJ0120
 CJ0120'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0120'RECOVERED IN GOOD CONDITION.
 CJ0120
 CJ0120                          STATION RECOVERY (1990)
 CJ0120
 CJ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0119 ***********************************************************************
 CJ0119  DESIGNATION -  866 5613 TIDAL 9
 CJ0119  PID         -  CJ0119
 CJ0119  STATE/COUNTY-  SC/CHARLESTON
 CJ0119  USGS QUAD   -  CHARLESTON (1983)
 CJ0119
 CJ0119                         *CURRENT SURVEY CONTROL
 CJ0119  ___________________________________________________________________
 CJ0119* NAD 83(1986)-  32 45 56.     (N)    079 58 26.     (W)     SCALED    
 CJ0119* NAVD 88     -        10.576  (meters)      34.70   (feet)  ADJUSTED  
 CJ0119  ___________________________________________________________________
 CJ0119  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 CJ0119  DYNAMIC HT  -          10.565 (meters)      34.66  (feet)  COMP
 CJ0119  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 CJ0119
 CJ0119  VERT ORDER  -  FIRST     CLASS I
 CJ0119
 CJ0119.The horizontal coordinates were scaled from a topographic map and have
 CJ0119.an estimated accuracy of +/- 6 seconds.
 CJ0119
 CJ0119.The orthometric height was determined by differential leveling
 CJ0119.and adjusted by the National Geodetic Survey in June 1991..
 CJ0119.WARNING-Repeat measurements at this control monument indicate possible
 CJ0119.vertical movement.
 CJ0119
 CJ0119.The geoid height was determined by GEOID03.
 CJ0119
 CJ0119.The dynamic height is computed by dividing the NAVD 88
 CJ0119.geopotential number by the normal gravity value computed on the
 CJ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0119.degrees latitude (g = 980.6199 gals.).
 CJ0119
 CJ0119.The modeled gravity was interpolated from observed gravity values.
 CJ0119
 CJ0119;                    North         East    Units  Estimated Accuracy
 CJ0119;SPC SC       -   103,860.      705,740.      MT  (+/- 180 meters Scaled)
 CJ0119
 CJ0119                          SUPERSEDED SURVEY CONTROL
 CJ0119
 CJ0119  NGVD 29 (05/09/91)   10.879  (m)           35.69   (f) ADJUSTED    1 1
 CJ0119
 CJ0119.Superseded values are not recommended for survey control.
 CJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0119.See file dsdata.txt to determine how the superseded data were derived.
 CJ0119
 CJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS961257(NAD 83)
 CJ0119_MARKER: DJ = TIDAL STATION DISK
 CJ0119_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0119_SP_SET: ABUTMENT
 CJ0119_STAMPING: NO. 9 1956
 CJ0119_MARK LOGO: CGS   
 CJ0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0119+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0119
 CJ0119  HISTORY     - Date     Condition        Report By
 CJ0119  HISTORY     - 1956     MONUMENTED       CGS
 CJ0119  HISTORY     - 1962     GOOD             NGS
 CJ0119  HISTORY     - 1962     GOOD             NGS
 CJ0119  HISTORY     - 1983     GOOD             SCGS
 CJ0119  HISTORY     - 1989     GOOD             USPSQD
 CJ0119  HISTORY     - 19900518 GOOD             NGS
 CJ0119
 CJ0119                          STATION DESCRIPTION
 CJ0119
 CJ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CJ0119'1.0 MI SW FROM ST ANDREWS.
 CJ0119'1.0 MILES SOUTHWEST ALONG STATE HIGHWAYS 171 AND 700 FROM THE
 CJ0119'JUNCTION OF U.S. HIGHWAY 17 AT ST. ANDREWS, 27.5 FEET EAST OF
 CJ0119'CENTER LINE OF THE HIGHWAY, 2.8 FEET EAST OF SOUTHEAST CURB,
 CJ0119'2 FEET SOUTHWEST OF A STOP SIGNAL LIGHT POLE, ABOUT 1 FOOT ABOVE
 CJ0119'LEVEL OF HIGHWAY, AND SET ON TOP OF THE EAST END OF SOUTH
 CJ0119'ABUTMENT OF A CONCRETE BRIDGE OVER WAPPOO CREEK.
 CJ0119
 CJ0119                          STATION RECOVERY (1962)
 CJ0119
 CJ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0119'RECOVERED IN GOOD CONDITION.
 CJ0119
 CJ0119                          STATION RECOVERY (1983)
 CJ0119
 CJ0119'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0119'RECOVERED IN GOOD CONDITION.
 CJ0119'THE MARK IS 0.3 M ABOVE HIGHWAY.
 CJ0119
 CJ0119                          STATION RECOVERY (1989)
 CJ0119
 CJ0119'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 CJ0119'RECOVERED IN GOOD CONDITION.
 CJ0119
 CJ0119                          STATION RECOVERY (1990)
 CJ0119
 CJ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0598 ***********************************************************************
 CJ0598  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0598  DESIGNATION -  866 5637 C TIDAL
 CJ0598  PID         -  CJ0598
 CJ0598  STATE/COUNTY-  SC/CHARLESTON
 CJ0598  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0598
 CJ0598                         *CURRENT SURVEY CONTROL
 CJ0598  ___________________________________________________________________
 CJ0598* NAD 83(2001)-  32 45 41.11947(N)    079 51 25.29160(W)     ADJUSTED  
 CJ0598* NAVD 88     -         1.857  (meters)       6.09   (feet)  ADJUSTED  
 CJ0598  ___________________________________________________________________
 CJ0598  X           -     945,475.285 (meters)                     COMP
 CJ0598  Y           -  -5,284,905.417 (meters)                     COMP
 CJ0598  Z           -   3,431,721.415 (meters)                     COMP
 CJ0598  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CJ0598  ELLIP HEIGHT-         -31.47  (meters)          (03/13/03) GPS OBS
 CJ0598  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 CJ0598  DYNAMIC HT  -           1.855 (meters)       6.09  (feet)  COMP
 CJ0598  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CJ0598
 CJ0598  HORZ ORDER  -  FIRST
 CJ0598  VERT ORDER  -  FIRST     CLASS II
 CJ0598  ELLP ORDER  -  FOURTH    CLASS II
 CJ0598
 CJ0598.The horizontal coordinates were established by GPS observations
 CJ0598.and adjusted by the National Geodetic Survey in March 2003..
 CJ0598
 CJ0598.The orthometric height was determined by differential leveling
 CJ0598.and adjusted by the National Geodetic Survey in June 1991..
 CJ0598
 CJ0598.This Tidal Bench Mark is designated as VM 4212
 CJ0598.by the Center for Operational Oceanographic Products and Services.
 CJ0598
 CJ0598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ0598
 CJ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 CJ0598
 CJ0598.The ellipsoidal height was determined by GPS observations
 CJ0598.and is referenced to NAD 83.
 CJ0598
 CJ0598.The geoid height was determined by GEOID03.
 CJ0598
 CJ0598.The dynamic height is computed by dividing the NAVD 88
 CJ0598.geopotential number by the normal gravity value computed on the
 CJ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0598.degrees latitude (g = 980.6199 gals.).
 CJ0598
 CJ0598.The modeled gravity was interpolated from observed gravity values.
 CJ0598
 CJ0598;                    North         East     Units Scale Factor Converg.
 CJ0598;SPC SC       -   103,518.920   716,690.248   MT  0.99991817   +0 38 01.2
 CJ0598;SPC SC       -   339,629.00  2,351,345.96   iFT  0.99991817   +0 38 01.2
 CJ0598;UTM  17      - 3,625,416.592   607,061.320   MT  0.99974133   +0 37 06.9
 CJ0598
 CJ0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ0598!SPC SC       -   1.00000494  x   0.99991817  =   0.99992311
 CJ0598!UTM  17      -   1.00000494  x   0.99974133  =   0.99974627
 CJ0598
 CJ0598                          SUPERSEDED SURVEY CONTROL
 CJ0598
 CJ0598  NAD 83(1986)-  32 45 41.13026(N)    079 51 25.29626(W) AD(       ) 1
 CJ0598  NAD 83(1995)-  32 45 41.11972(N)    079 51 25.29232(W) AD(       ) 1
 CJ0598  ELLIP H (08/20/02)  -31.47   (m)                       GP(       ) 4 1
 CJ0598  NAVD 88 (08/20/02)    1.86   (m)            6.1    (f) LEVELING    3  
 CJ0598  NGVD 29 (05/09/91)    2.157  (m)            7.08   (f) ADJUSTED    1 2
 CJ0598
 CJ0598.Superseded values are not recommended for survey control.
 CJ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0598.See file dsdata.txt to determine how the superseded data were derived.
 CJ0598
 CJ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0706125417(NAD 83)
 CJ0598_MARKER: DJ = TIDAL STATION DISK
 CJ0598_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CJ0598_SP_SET: GALVANIZED STEEL ROD
 CJ0598_STAMPING: 5637 C 1977
 CJ0598_MARK LOGO: NOS   
 CJ0598_PROJECTION: FLUSH
 CJ0598_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0598+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 CJ0598_ROD/PIPE-DEPTH: 4.90 meters
 CJ0598
 CJ0598  HISTORY     - Date     Condition        Report By
 CJ0598  HISTORY     - 1977     MONUMENTED       NOS
 CJ0598  HISTORY     - 1983     GOOD             SCGS
 CJ0598  HISTORY     - 19900524 GOOD             NGS
 CJ0598  HISTORY     - 20020430 GOOD             SCGS
 CJ0598  HISTORY     - 20050309 GOOD             USPSQD
 CJ0598
 CJ0598                          STATION DESCRIPTION
 CJ0598
 CJ0598'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0598'IN SULLIVANS ISLAND.
 CJ0598'THE MARK IS 0.10 M ABOVE PARKING LOT.
 CJ0598'1.7 KILOMETERS (1.05 MILES) SOUTHWEST ALONG MIDDLE STREET (COUNTY ROAD
 CJ0598'S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, THENCE 0.2 KILOMETER
 CJ0598'(0.1 MILE) NORTH ALONG THE PARKING LOT FOR FORT MOULTRIE VISITOR
 CJ0598'CENTER, SET IN THE NORTH END OF AN I-SHAPED MEDIAN, 1.0 METER (3.3
 CJ0598'FEET) EAST-NORTHEAST OF A WOODEN LIGHT POLE, 9.1 METERS (29.7 FEET)
 CJ0598'NORTH-NORTHEAST OF A 6-INCH OAK TREE, 3.9 METERS (12.9 FEET)
 CJ0598'SOUTH-SOUTHWEST OF THE NORTH CURB OF THE I-MEDIAN, 11.3 METERS (37.0
 CJ0598'FEET) EAST-SOUTHEAST OF A DRAINAGE GRATE, 49.5 METERS (162.5 FEET)
 CJ0598'WEST-SOUTHWEST OF 866 5637 F TIDAL.
 CJ0598
 CJ0598                          STATION RECOVERY (1990)
 CJ0598
 CJ0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0598'1.7 KM (1.1 MI) SOUTHWESTERLY ALONG MIDDLE STREET (COUNTY ROAD
 CJ0598'S-10-599) FROM THE POST OFFICE IN SULLIVANS ISLAND, THENCE 0.2 KM
 CJ0598'(0.1 MI) NORTHERLY ALONG THE PARKING LOT FOR THE FORT MOULTRIE
 CJ0598'VISITOR CENTER, 49.5 M (162.4 FT) WEST-SOUTHWEST OF BENCH MARK 866
 CJ0598'5637 F TIDAL, 11.3 M (37.1 FT) EAST-SOUTHEAST OF A STORM DRAIN GRATE,
 CJ0598'3.9 M (12.8 FT) SOUTH-SOUTHWEST OF THE NORTH CURB OF AN I-SHAPED
 CJ0598'MEDIAN.  1.0 M (3.3 FT) EAST-NORTHEAST OF A LIGHT POLE, AND LEVEL
 CJ0598'WITH THE PARKING LOT.  NOTE--THE DISK IS CRIMPED TO A GALVANIZED
 CJ0598'STEEL ROD ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND
 CJ0598'SURFACE.
 CJ0598
 CJ0598                          STATION RECOVERY (2002)
 CJ0598
 CJ0598'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CJ0598'STATION IS LOCATED IN SULLIVANS ISLAND, 4.4 MILES EAST OF CHARLESTON.
 CJ0598'OWNERSHIP--FORT
 CJ0598'MOULTRIE, U.S. DEPARTMENT OF INTERIOR, NATIONAL PARK SERVICE, FORT
 CJ0598'SUMTER NATIONAL
 CJ0598'MONUMENT, 1214 MIDDLE STREET,  SULLIVANS ISLAND, SC 29482, PHONE
 CJ0598'843-883-3123.
 CJ0598'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 526 BUSINESS SPUR
 CJ0598'(CHUCK
 CJ0598'DAWLEY BOULEVARD) AND STATE HIGHWAY 703 (COLEMAN BOULEVARD) IN MOUNT
 CJ0598'PLEASANT,
 CJ0598'GO EAST ON HIGHWAY 703 FOR 2.75 MILES TO THE JUNCTION OF JASPER STREET
 CJ0598'RIGHT, STA 22
 CJ0598'1/2 STREET AHEAD AND HIGHWAY 703 TURNS LEFT, CONTINUE AHEAD ON STA 22
 CJ0598'1/2 STREET
 CJ0598'FOR 0.05 MILE TO THE JUNCTION OF MIDDLE STREET, TURN RIGHT ON MIDDLE
 CJ0598'STREET FOR 1.3
 CJ0598'MILES TO AN ENTRANCE DRIVE RIGHT FOR THE FORT MOULTRIE VISITORS
 CJ0598'CENTER, TURN RIGHT
 CJ0598'ON THE ENTRANCE DRIVE FOR 0.1 MILE TO THE STATION ON THE LEFT IN A
 CJ0598'GRASSY I-SHAPED
 CJ0598'MEDIAN OF THE PARKING LOT.
 CJ0598'STATION IS A DISK ATTACHED TO A GALVANIZED STEEL ROD FLUSH WITH THE
 CJ0598'GROUND AND LEVEL
 CJ0598'WITH A SIDEWALK, 2.1 FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE
 CJ0598'BASE OF A METAL
 CJ0598'SECURITY LIGHT POST, 1.6 FEET WEST OF THE WEST EDGE OF A CONCRETE
 CJ0598'SIDEWALK ON THE EAST
 CJ0598'SIDE OF THE MEDIAN, 16.4 FEET NORTH NORTHEAST OF A 1.0-FOOT CREPE
 CJ0598'MYRTLE TREE, 162.4 FEET
 CJ0598'WEST SOUTHWEST OF TIDAL BENCH MARK 866 5637 F TIDAL, 35.9 FEET EAST OF
 CJ0598'THE EAST CORNER OF
 CJ0598'A METAL STORM GRATE SET INTO THE ASPHALT.
 CJ0598'RECOVERED BY T. HALL.
 CJ0598' 
 CJ0598' 
 CJ0598' 
 CJ0598' 
 CJ0598' 
 CJ0598' 
 CJ0598' 
 CJ0598' 
 CJ0598' 
 CJ0598'
 CJ0598
 CJ0598                          STATION RECOVERY (2005)
 CJ0598
 CJ0598'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 CJ0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0599 ***********************************************************************
 CJ0599  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0599  DESIGNATION -  866 5637 F TIDAL
 CJ0599  PID         -  CJ0599
 CJ0599  STATE/COUNTY-  SC/CHARLESTON
 CJ0599  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0599
 CJ0599                         *CURRENT SURVEY CONTROL
 CJ0599  ___________________________________________________________________
 CJ0599* NAD 83(1986)-  32 45 42.     (N)    079 51 24.     (W)     SCALED    
 CJ0599* NAVD 88     -         1.491  (meters)       4.89   (feet)  ADJUSTED  
 CJ0599  ___________________________________________________________________
 CJ0599  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 CJ0599  DYNAMIC HT  -           1.489 (meters)       4.89  (feet)  COMP
 CJ0599  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 CJ0599
 CJ0599  VERT ORDER  -  FIRST     CLASS II
 CJ0599
 CJ0599.The horizontal coordinates were scaled from a topographic map and have
 CJ0599.an estimated accuracy of +/- 6 seconds.
 CJ0599
 CJ0599.The orthometric height was determined by differential leveling
 CJ0599.and adjusted by the National Geodetic Survey in June 1991..
 CJ0599
 CJ0599.This Tidal Bench Mark is designated as VM 4214
 CJ0599.by the Center for Operational Oceanographic Products and Services.
 CJ0599
 CJ0599.The geoid height was determined by GEOID03.
 CJ0599
 CJ0599.The dynamic height is computed by dividing the NAVD 88
 CJ0599.geopotential number by the normal gravity value computed on the
 CJ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0599.degrees latitude (g = 980.6199 gals.).
 CJ0599
 CJ0599.The modeled gravity was interpolated from observed gravity values.
 CJ0599
 CJ0599;                    North         East    Units  Estimated Accuracy
 CJ0599;SPC SC       -   103,550.      716,720.      MT  (+/- 180 meters Scaled)
 CJ0599
 CJ0599                          SUPERSEDED SURVEY CONTROL
 CJ0599
 CJ0599  NGVD 29 (05/09/91)    1.790  (m)            5.87   (f) ADJUSTED    1 2
 CJ0599
 CJ0599.Superseded values are not recommended for survey control.
 CJ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0599.See file dsdata.txt to determine how the superseded data were derived.
 CJ0599
 CJ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS070254(NAD 83)
 CJ0599_MARKER: DJ = TIDAL STATION DISK
 CJ0599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0599_SP_SET: STAINLESS STEEL ROD
 CJ0599_STAMPING: 5637 F 1982
 CJ0599_MARK LOGO: NOS   
 CJ0599_PROJECTION: FLUSH
 CJ0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0599+STABILITY: POSITION/ELEVATION WELL
 CJ0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0599+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 CJ0599_ROD/PIPE-DEPTH: 11.0 meters
 CJ0599
 CJ0599  HISTORY     - Date     Condition        Report By
 CJ0599  HISTORY     - 1982     MONUMENTED       NOS
 CJ0599  HISTORY     - 1983     GOOD             SCGS
 CJ0599  HISTORY     - 19900524 GOOD             NGS
 CJ0599  HISTORY     - 20050309 GOOD             USPSQD
 CJ0599
 CJ0599                          STATION DESCRIPTION
 CJ0599
 CJ0599'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0599'IN SULLIVANS ISLAND.
 CJ0599'1.7 KILOMETERS (1.05 MILES) SOUTHWEST ALONG MIDDLE STREET (COUNTY ROAD
 CJ0599'S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, THENCE 0.25 KILOMETER
 CJ0599'(0.15 MILE) NORTH ALONG THE PARKING LOT FOR FORT MOULTRIE VISITOR
 CJ0599'CENTER, SET AT A FENCE CORNER NEAR AN EXTENSION ROAD LEADING EAST FROM
 CJ0599'THE PARKING LOT, 24.4 METERS (80.0 FEET) NORTHEAST OF THE NORTHEAST
 CJ0599'CORNER OF THE PARKING LOT, 8.7 METERS (28.6 FEET) NORTH-NORTHWEST OF
 CJ0599'THE NORTHWEST CORNER OF A TWO-STORY BRICK HOUSE (1219 COVE AVENUE),
 CJ0599'5.9 METERS (19.5 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CJ0599'THE EXTENSION ROAD, 2.3 METERS (7.5 FEET) WEST OF THE NORTHWEST CORNER
 CJ0599'OF THE CHAIN LINK FENCE SURROUNDING THE TWO-STORY BRICK HOUSE.
 CJ0599'THE MARK IS ABOVE LEVEL WITH AREA.
 CJ0599
 CJ0599                          STATION RECOVERY (1990)
 CJ0599
 CJ0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0599'RECOVERED IN GOOD CONDITION.
 CJ0599
 CJ0599                          STATION RECOVERY (2005)
 CJ0599
 CJ0599'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 CJ0599'THE BRICK HOUSE IS NOW CLAPBOARD, THE FENCE ONLY GOES ALONG THE PARK
 CJ0599'SERVICE PROPERTY LINE AND ENDS TEN FEET NORTH OF THE ROAD.  AREA HAS
 CJ0599'HEAVY UNDERGROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0157 ***********************************************************************
 CJ0157  DESIGNATION -  866 5637 TIDAL 1
 CJ0157  PID         -  CJ0157
 CJ0157  STATE/COUNTY-  SC/CHARLESTON
 CJ0157  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0157
 CJ0157                         *CURRENT SURVEY CONTROL
 CJ0157  ___________________________________________________________________
 CJ0157* NAD 83(1986)-  32 45 56.     (N)    079 51 43.     (W)     SCALED    
 CJ0157* NAVD 88     -         3.943  (meters)      12.94   (feet)  ADJUSTED  
 CJ0157  ___________________________________________________________________
 CJ0157  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 CJ0157  DYNAMIC HT  -           3.939 (meters)      12.92  (feet)  COMP
 CJ0157  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CJ0157
 CJ0157  VERT ORDER  -  FIRST     CLASS I
 CJ0157
 CJ0157.The horizontal coordinates were scaled from a topographic map and have
 CJ0157.an estimated accuracy of +/- 6 seconds.
 CJ0157
 CJ0157.The orthometric height was determined by differential leveling
 CJ0157.and adjusted by the National Geodetic Survey in June 1991..
 CJ0157
 CJ0157.The geoid height was determined by GEOID03.
 CJ0157
 CJ0157.The dynamic height is computed by dividing the NAVD 88
 CJ0157.geopotential number by the normal gravity value computed on the
 CJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0157.degrees latitude (g = 980.6199 gals.).
 CJ0157
 CJ0157.The modeled gravity was interpolated from observed gravity values.
 CJ0157
 CJ0157;                    North         East    Units  Estimated Accuracy
 CJ0157;SPC SC       -   103,970.      716,220.      MT  (+/- 180 meters Scaled)
 CJ0157
 CJ0157                          SUPERSEDED SURVEY CONTROL
 CJ0157
 CJ0157  NGVD 29 (03/21/89)    4.242  (m)           13.92   (f) ADJUSTED    1 1
 CJ0157
 CJ0157.Superseded values are not recommended for survey control.
 CJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0157.See file dsdata.txt to determine how the superseded data were derived.
 CJ0157
 CJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS065258(NAD 83)
 CJ0157_MARKER: DJ = TIDAL STATION DISK
 CJ0157_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0157_SP_SET: ABUTMENT
 CJ0157_STAMPING: NO 1 1933
 CJ0157_MARK LOGO: CGS   
 CJ0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0157+STABILITY: POSITION/ELEVATION WELL
 CJ0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0157+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ0157
 CJ0157  HISTORY     - Date     Condition        Report By
 CJ0157  HISTORY     - 1933     MONUMENTED       CGS
 CJ0157  HISTORY     - 1952     GOOD             NGS
 CJ0157  HISTORY     - 1962     GOOD             NGS
 CJ0157  HISTORY     - 1983     GOOD             SCGS
 CJ0157  HISTORY     - 20030621 GOOD             USPSQD
 CJ0157
 CJ0157                          STATION DESCRIPTION
 CJ0157
 CJ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0157'AT SULLIVANS ISLAND.
 CJ0157'AT SULLIVANS ISLAND, ABOUT 1.8 MILE WEST ALONG CENTRAL AVENUE
 CJ0157'FROM POST OFFICE, AT SOUTHWEST END OF ABANDONED COVE INLET BRIDGE,
 CJ0157'IN THE TOP OF THE SOUTHEAST END OF SOUTHWEST ABUTMENT OF ABANDONED
 CJ0157'BRIDGE, 10 FEET SOUTHEAST OF CENTER LINE OF ROAD AND LEVEL
 CJ0157'WITH ROAD.
 CJ0157
 CJ0157                          STATION RECOVERY (1962)
 CJ0157
 CJ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0157'RECOVERED IN GOOD CONDITION.
 CJ0157
 CJ0157                          STATION RECOVERY (1983)
 CJ0157
 CJ0157'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0157'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.6 KILOMETERS
 CJ0157'(1.6 MILES) SOUTHWEST AND WESTERLY ALONG MIDDLE STREET (COUNTY ROAD
 CJ0157'S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, THENCE 0.25 KILOMETER
 CJ0157'(0.15 MILE) ALONG AN ABANDONED ROAD (COUNTY ROAD S-10-1562) TO END OF
 CJ0157'ROAD WHERE THE OLD TROLLEY CAR BRIDGE CONNECTED MOUNT PLEASANT TO
 CJ0157'SULLIVANS ISLAND, SET IN TOP OF THE EAST END OF THE CONCRETE ABUTMENT
 CJ0157'OF THE ABANDONED BRIDGE, 10.5 METERS (34.4 FEET) EAST OF TIDAL 2 STA
 CJ0157'39, 14.6 METERS (47.9 FEET) NORTHEAST OF 15.709 USE.
 CJ0157
 CJ0157                          STATION RECOVERY (2003)
 CJ0157
 CJ0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0156 ***********************************************************************
 CJ0156  DESIGNATION -  866 5637 TIDAL 2
 CJ0156  PID         -  CJ0156
 CJ0156  STATE/COUNTY-  SC/CHARLESTON
 CJ0156  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0156
 CJ0156                         *CURRENT SURVEY CONTROL
 CJ0156  ___________________________________________________________________
 CJ0156* NAD 83(1986)-  32 45 56.     (N)    079 51 43.     (W)     SCALED    
 CJ0156* NAVD 88     -         3.695  (meters)      12.12   (feet)  ADJUSTED  
 CJ0156  ___________________________________________________________________
 CJ0156  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 CJ0156  DYNAMIC HT  -           3.690 (meters)      12.11  (feet)  COMP
 CJ0156  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CJ0156
 CJ0156  VERT ORDER  -  FIRST     CLASS I
 CJ0156
 CJ0156.The horizontal coordinates were scaled from a topographic map and have
 CJ0156.an estimated accuracy of +/- 6 seconds.
 CJ0156
 CJ0156.The orthometric height was determined by differential leveling
 CJ0156.and adjusted by the National Geodetic Survey in June 1991..
 CJ0156.WARNING-Repeat measurements at this control monument indicate possible
 CJ0156.vertical movement.
 CJ0156
 CJ0156.The geoid height was determined by GEOID03.
 CJ0156
 CJ0156.The dynamic height is computed by dividing the NAVD 88
 CJ0156.geopotential number by the normal gravity value computed on the
 CJ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0156.degrees latitude (g = 980.6199 gals.).
 CJ0156
 CJ0156.The modeled gravity was interpolated from observed gravity values.
 CJ0156
 CJ0156;                    North         East    Units  Estimated Accuracy
 CJ0156;SPC SC       -   103,970.      716,220.      MT  (+/- 180 meters Scaled)
 CJ0156
 CJ0156                          SUPERSEDED SURVEY CONTROL
 CJ0156
 CJ0156  NGVD 29 (03/21/89)    3.994  (m)           13.10   (f) ADJUSTED    1 1
 CJ0156
 CJ0156.Superseded values are not recommended for survey control.
 CJ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0156.See file dsdata.txt to determine how the superseded data were derived.
 CJ0156
 CJ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS065258(NAD 83)
 CJ0156_MARKER: DJ = TIDAL STATION DISK
 CJ0156_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ0156_SP_SET: BRIDGE
 CJ0156_STAMPING: NO 2 1933
 CJ0156_MARK LOGO: CGS   
 CJ0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0156+STABILITY: POSITION/ELEVATION WELL
 CJ0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0156+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CJ0156
 CJ0156  HISTORY     - Date     Condition        Report By
 CJ0156  HISTORY     - 1933     MONUMENTED       CGS
 CJ0156  HISTORY     - 1952     GOOD             NGS
 CJ0156  HISTORY     - 1962     GOOD             NGS
 CJ0156  HISTORY     - 1983     GOOD             SCGS
 CJ0156  HISTORY     - 19910606 GOOD             USPSQD
 CJ0156  HISTORY     - 20030621 GOOD             USPSQD
 CJ0156
 CJ0156                          STATION DESCRIPTION
 CJ0156
 CJ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0156'AT SULLIVANS ISLAND.
 CJ0156'ABOUT 1.8 MILES WEST ALONG CENTRAL AVENUE FROM POST OFFICE AT
 CJ0156'SULLIVANS ISLAND, AT SOUTHWEST END OF ABANDONED COVE INLET BRIDGE,
 CJ0156'26 1/2 FEET SOUTHWEST OF NORTH CORNER OF SOUTHWEST CONCRETE
 CJ0156'ABUTMENT OF BRIDGE, 15 FEET NORTHWEST OF CENTER LINE OF ROAD
 CJ0156'APPROACH, IN THE TOP OF THE SOUTHWEST END OF A RETAINING WALL
 CJ0156'ALONG NORTHWEST SIDE OF ROAD APPROACH, 1 FOOT NORTHEAST OF
 CJ0156'SOUTHWEST END OF WALL AND ABOUT LEVEL WITH ROAD.
 CJ0156
 CJ0156                          STATION RECOVERY (1962)
 CJ0156
 CJ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0156'RECOVERED IN GOOD CONDITION.
 CJ0156
 CJ0156                          STATION RECOVERY (1983)
 CJ0156
 CJ0156'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0156'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.6 KILOMETERS
 CJ0156'(1.6 MILES) SOUTHWEST AND WESTERLY ALONG MIDDLE STREET (COUNTY ROAD
 CJ0156'S-10-599) FROM THE SULLIVANS ISLAND POST OFFICE, THENCE 0.25 KILOMETER
 CJ0156'(0.15 MILE) ALONG AN ABANDONED ROAD (COUNTY ROAD S-10-1562) TO END OF
 CJ0156'ROAD WHERE THE OLD TROLLEY CAR BRIDGE CONNECTED MOUNT PLEASANT TO
 CJ0156'SULLIVANS ISLAND, SET IN TOP OF THE SOUTHWEST END OF A RETAINING WALL
 CJ0156'ALONG THE NORTHWEST SIDE OF THE ROAD APPROACH, 10.5 METERS (34.4 FEET)
 CJ0156'WEST OF TIDAL 1 STA 39, 8.0 METERS (26.4 FEET) SOUTH-SOUTHWEST OF THE
 CJ0156'NORTHWEST END OF THE ABUTMENT, 0.3 METER (1.0 FOOT) NORTHEAST OF THE
 CJ0156'SOUTHWEST END OF WALL.
 CJ0156
 CJ0156                          STATION RECOVERY (1991)
 CJ0156
 CJ0156'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0156'RECOVERED IN GOOD CONDITION.
 CJ0156
 CJ0156                          STATION RECOVERY (2003)
 CJ0156
 CJ0156'RECOVERY NOTE BY US POWER SQUADRON 2003 (HWP)
 CJ0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0154 ***********************************************************************
 CJ0154  DESIGNATION -  866 5637 TIDAL 3
 CJ0154  PID         -  CJ0154
 CJ0154  STATE/COUNTY-  SC/CHARLESTON
 CJ0154  USGS QUAD   -  FORT MOULTRIE (1979)
 CJ0154
 CJ0154                         *CURRENT SURVEY CONTROL
 CJ0154  ___________________________________________________________________
 CJ0154* NAD 83(1986)-  32 45 56.     (N)    079 51 50.     (W)     SCALED    
 CJ0154* NAVD 88     -         2.171  (meters)       7.12   (feet)  ADJUSTED  
 CJ0154  ___________________________________________________________________
 CJ0154  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 CJ0154  DYNAMIC HT  -           2.169 (meters)       7.12  (feet)  COMP
 CJ0154  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CJ0154
 CJ0154  VERT ORDER  -  FIRST     CLASS I
 CJ0154
 CJ0154.The horizontal coordinates were scaled from a topographic map and have
 CJ0154.an estimated accuracy of +/- 6 seconds.
 CJ0154
 CJ0154.The orthometric height was determined by differential leveling
 CJ0154.and adjusted by the National Geodetic Survey in June 1991..
 CJ0154
 CJ0154.The geoid height was determined by GEOID03.
 CJ0154
 CJ0154.The dynamic height is computed by dividing the NAVD 88
 CJ0154.geopotential number by the normal gravity value computed on the
 CJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0154.degrees latitude (g = 980.6199 gals.).
 CJ0154
 CJ0154.The modeled gravity was interpolated from observed gravity values.
 CJ0154
 CJ0154;                    North         East    Units  Estimated Accuracy
 CJ0154;SPC SC       -   103,970.      716,040.      MT  (+/- 180 meters Scaled)
 CJ0154
 CJ0154                          SUPERSEDED SURVEY CONTROL
 CJ0154
 CJ0154  NGVD 29 (??/??/92)    2.469  (m)            8.10   (f) ADJ UNCH    1 1
 CJ0154
 CJ0154.Superseded values are not recommended for survey control.
 CJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0154.See file dsdata.txt to determine how the superseded data were derived.
 CJ0154
 CJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS064258(NAD 83)
 CJ0154_MARKER: DJ = TIDAL STATION DISK
 CJ0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CJ0154_SP_SET: BRIDGE
 CJ0154_STAMPING: NO 3 1933
 CJ0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0154
 CJ0154  HISTORY     - Date     Condition        Report By
 CJ0154  HISTORY     - 1933     MONUMENTED       CGS
 CJ0154  HISTORY     - 1952     GOOD             NGS
 CJ0154  HISTORY     - 1962     GOOD             NGS
 CJ0154  HISTORY     - 1984     MARK NOT FOUND   SCGS
 CJ0154  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 CJ0154
 CJ0154                          STATION DESCRIPTION
 CJ0154
 CJ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CJ0154'AT SULLIVANS ISLAND.
 CJ0154'AT SULLIVANS ISLAND, ABOUT 1.75 MILES WEST ALONG CENTRAL AVENUE
 CJ0154'FROM THE POST OFFICE, AT THE SOUTHWEST END OF ABANDONED COVE
 CJ0154'INLET BRIDGE, 135 FEET SOUTHWEST OF ABANDONED SOUTHWEST ABUTMENT,
 CJ0154'26 FEET SOUTHEAST OF CENTER LINE OF ROAD APPROACH TO BRIDGE, SET
 CJ0154'IN THE TOP OF A CONCRETE AND SHELL RETAINING WALL ALONG SOUTHEAST
 CJ0154'SIDE OF ROAD, 1 FOOT NORTHEAST OF A CORNER IN RETAINING WALL
 CJ0154'AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
 CJ0154
 CJ0154                          STATION RECOVERY (1962)
 CJ0154
 CJ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0154'RECOVERED IN GOOD CONDITION.
 CJ0154
 CJ0154                          STATION RECOVERY (1984)
 CJ0154
 CJ0154'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CJ0154'NOT RECOVERED, POSSIBLY STILL THERE, AREA HAS TO MUCH OVERGROWTH TO
 CJ0154'FIND THIS MARK.
 CJ0154
 CJ0154                          STATION RECOVERY (1991)
 CJ0154
 CJ0154'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 CJ0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2273 ***********************************************************************
 CK2273  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2273  DESIGNATION -  866 5641 TIDAL 2
 CK2273  PID         -  CK2273
 CK2273  STATE/COUNTY-  SC/CHARLESTON
 CK2273  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2273
 CK2273                         *CURRENT SURVEY CONTROL
 CK2273  ___________________________________________________________________
 CK2273* NAD 83(1986)-  32 45 50.     (N)    080 00 03.     (W)     SCALED    
 CK2273* NAVD 88     -         1.795  (meters)       5.89   (feet)  ADJUSTED  
 CK2273  ___________________________________________________________________
 CK2273  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CK2273  DYNAMIC HT  -           1.793 (meters)       5.88  (feet)  COMP
 CK2273  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 CK2273
 CK2273  VERT ORDER  -  FIRST     CLASS II
 CK2273
 CK2273.The horizontal coordinates were scaled from a topographic map and have
 CK2273.an estimated accuracy of +/- 6 seconds.
 CK2273
 CK2273.The orthometric height was determined by differential leveling
 CK2273.and adjusted by the National Geodetic Survey in June 1991..
 CK2273
 CK2273.This Tidal Bench Mark is designated as VM 4215
 CK2273.by the Center for Operational Oceanographic Products and Services.
 CK2273
 CK2273.The geoid height was determined by GEOID03.
 CK2273
 CK2273.The dynamic height is computed by dividing the NAVD 88
 CK2273.geopotential number by the normal gravity value computed on the
 CK2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2273.degrees latitude (g = 980.6199 gals.).
 CK2273
 CK2273.The modeled gravity was interpolated from observed gravity values.
 CK2273
 CK2273;                    North         East    Units  Estimated Accuracy
 CK2273;SPC SC       -   103,650.      703,210.      MT  (+/- 180 meters Scaled)
 CK2273
 CK2273                          SUPERSEDED SURVEY CONTROL
 CK2273
 CK2273  NGVD 29 (03/21/89)    2.094  (m)            6.87   (f) ADJUSTED    1 2
 CK2273
 CK2273.Superseded values are not recommended for survey control.
 CK2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2273.See file dsdata.txt to determine how the superseded data were derived.
 CK2273
 CK2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS935255(NAD 83)
 CK2273_MARKER: DJ = TIDAL STATION DISK
 CK2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2273_SP_SET: CONCRETE POST
 CK2273_STAMPING: NO 2 1933
 CK2273_MARK LOGO: CGS   
 CK2273_PROJECTION: FLUSH
 CK2273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2273
 CK2273  HISTORY     - Date     Condition        Report By
 CK2273  HISTORY     - 1933     MONUMENTED       CGS
 CK2273  HISTORY     - 1983     GOOD             SCGS
 CK2273  HISTORY     - 20030215 GOOD             USPSQD
 CK2273
 CK2273                          STATION DESCRIPTION
 CK2273
 CK2273'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2273'3.0 KM (1.9 MI) SOUTH FROM SAINT ANDREWS.
 CK2273'2.5 KILOMETERS (1.55 MILES) WEST ALONG STATE HIGHWAY 700
 CK2273'FROM THE JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND,
 CK2273'THENCE 0.9 KILOMETER (0.55 MILE) NORTH ALONG RIVERLAND DRIVE,
 CK2273'THENCE 0.2 KILOMETER (0.1 MILE) WESTERLY ALONG STONO DRIVE,
 CK2273'SET NEAR A STAIRWAY THAT GOES TO THE RIVER, 11.6 METERS (38.1
 CK2273'FEET) SOUTHWEST OF TIDAL NO 3 1933, 2.7 METERS (9.3 FEET)
 CK2273'NORTH NORTHEAST OF THE END OF THE BOAT DOCK, 6.5 METERS
 CK2273'(21.7 FEET) NORTH OF A 100 INCH OAK TREE AT THE EDGE OF THE
 CK2273'RIVER BANK, 7.4 METERS (24.6 FEET) SOUTH OF A ROCK SEAWALL.
 CK2273'THE MARK IS 3.40 M ABOVE TIDAL NO 3 1933.
 CK2273
 CK2273                          STATION RECOVERY (2003)
 CK2273
 CK2273'RECOVERY NOTE BY US POWER SQUADRON 2003 (JWP)
 CK2273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2272 ***********************************************************************
 CK2272  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2272  DESIGNATION -  866 5641 TIDAL 3
 CK2272  PID         -  CK2272
 CK2272  STATE/COUNTY-  SC/CHARLESTON
 CK2272  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2272
 CK2272                         *CURRENT SURVEY CONTROL
 CK2272  ___________________________________________________________________
 CK2272* NAD 83(1986)-  32 45 50.     (N)    080 00 03.     (W)     SCALED    
 CK2272* NAVD 88     -         3.985  (meters)      13.07   (feet)  ADJUSTED  
 CK2272  ___________________________________________________________________
 CK2272  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CK2272  DYNAMIC HT  -           3.981 (meters)      13.06  (feet)  COMP
 CK2272  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 CK2272
 CK2272  VERT ORDER  -  FIRST     CLASS II
 CK2272
 CK2272.The horizontal coordinates were scaled from a topographic map and have
 CK2272.an estimated accuracy of +/- 6 seconds.
 CK2272
 CK2272.The orthometric height was determined by differential leveling
 CK2272.and adjusted by the National Geodetic Survey in June 1991..
 CK2272
 CK2272.This Tidal Bench Mark is designated as VM 4216
 CK2272.by the Center for Operational Oceanographic Products and Services.
 CK2272
 CK2272.The geoid height was determined by GEOID03.
 CK2272
 CK2272.The dynamic height is computed by dividing the NAVD 88
 CK2272.geopotential number by the normal gravity value computed on the
 CK2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2272.degrees latitude (g = 980.6199 gals.).
 CK2272
 CK2272.The modeled gravity was interpolated from observed gravity values.
 CK2272
 CK2272;                    North         East    Units  Estimated Accuracy
 CK2272;SPC SC       -   103,650.      703,210.      MT  (+/- 180 meters Scaled)
 CK2272
 CK2272                          SUPERSEDED SURVEY CONTROL
 CK2272
 CK2272  NGVD 29 (03/21/89)    4.285  (m)           14.06   (f) ADJUSTED    1 2
 CK2272
 CK2272.Superseded values are not recommended for survey control.
 CK2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2272.See file dsdata.txt to determine how the superseded data were derived.
 CK2272
 CK2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS935255(NAD 83)
 CK2272_MARKER: DJ = TIDAL STATION DISK
 CK2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2272_SP_SET: CONCRETE POST
 CK2272_STAMPING: NO 3 1933
 CK2272_MARK LOGO: CGS   
 CK2272_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2272
 CK2272  HISTORY     - Date     Condition        Report By
 CK2272  HISTORY     - 1933     MONUMENTED       CGS
 CK2272  HISTORY     - 1983     GOOD             SCGS
 CK2272  HISTORY     - 20030215 GOOD             USPSQD
 CK2272
 CK2272                          STATION DESCRIPTION
 CK2272
 CK2272'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2272'3.0 KM (1.9 MI) SOUTH FROM SAINT ANDREWS.
 CK2272'2.5 KILOMETERS (1.55 MILES) WEST ALONG STATE HIGHWAY
 CK2272'700 FROM THE JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND,
 CK2272'THENCE 0.9 KILOMETER (0.55 MILE) NORTH ALONG RIVERLAND DRIVE,
 CK2272'THENCE 0.2 KILOMETER (0.1 MILE) WESTERLY ALONG STONO DRIVE,
 CK2272'SET NEAR A ROW OF BUSHES AT THE RESIDENCE OF 151 STONO DRIVE,
 CK2272'51.2 METERS (168.0 FEET) WEST NORTHWEST OF THE APPROXIMATE
 CK2272'CENTER OF STONO DRIVE, 33.0 METERS (108.7 FEET) NORTH NORTHWEST
 CK2272'OF THE SOUTHWEST CORNER OF THE HOUSE NUMBER 151, 6.4 METERS
 CK2272'(21.0 FEET) EAST SOUTHEAST OF THE APPROXIMATE EDGE OF THE 20
 CK2272'FOOT RIVER BANK, 22.9 METERS (75.0 FEET) NORTH OF A 100 INCH
 CK2272'OAK TREE ON TOP OF A 6 FOOT DIRT MOUND.
 CK2272'THE MARK IS 4.60 M ABOVE RIVER.
 CK2272
 CK2272                          STATION RECOVERY (2003)
 CK2272
 CK2272'RECOVERY NOTE BY US POWER SQUADRON 2003 (JWP)
 CK2272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2271 ***********************************************************************
 CK2271  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2271  DESIGNATION -  866 5641 TIDAL 4
 CK2271  PID         -  CK2271
 CK2271  STATE/COUNTY-  SC/CHARLESTON
 CK2271  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2271
 CK2271                         *CURRENT SURVEY CONTROL
 CK2271  ___________________________________________________________________
 CK2271* NAD 83(1986)-  32 45 48.     (N)    080 00 04.     (W)     SCALED    
 CK2271* NAVD 88     -         5.232  (meters)      17.17   (feet)  ADJUSTED  
 CK2271  ___________________________________________________________________
 CK2271  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CK2271  DYNAMIC HT  -           5.226 (meters)      17.15  (feet)  COMP
 CK2271  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 CK2271
 CK2271  VERT ORDER  -  FIRST     CLASS II
 CK2271
 CK2271.The horizontal coordinates were scaled from a topographic map and have
 CK2271.an estimated accuracy of +/- 6 seconds.
 CK2271
 CK2271.The orthometric height was determined by differential leveling
 CK2271.and adjusted by the National Geodetic Survey in June 1991..
 CK2271
 CK2271.This Tidal Bench Mark is designated as VM 17119
 CK2271.by the Center for Operational Oceanographic Products and Services.
 CK2271
 CK2271.The geoid height was determined by GEOID03.
 CK2271
 CK2271.The dynamic height is computed by dividing the NAVD 88
 CK2271.geopotential number by the normal gravity value computed on the
 CK2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2271.degrees latitude (g = 980.6199 gals.).
 CK2271
 CK2271.The modeled gravity was interpolated from observed gravity values.
 CK2271
 CK2271;                    North         East    Units  Estimated Accuracy
 CK2271;SPC SC       -   103,590.      703,190.      MT  (+/- 180 meters Scaled)
 CK2271
 CK2271                          SUPERSEDED SURVEY CONTROL
 CK2271
 CK2271  NGVD 29 (03/21/89)    5.531  (m)           18.15   (f) ADJUSTED    1 2
 CK2271
 CK2271.Superseded values are not recommended for survey control.
 CK2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2271.See file dsdata.txt to determine how the superseded data were derived.
 CK2271
 CK2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS935254(NAD 83)
 CK2271_MARKER: DJ = TIDAL STATION DISK
 CK2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2271_SP_SET: CONCRETE POST
 CK2271_STAMPING: NO 4 1974
 CK2271_MARK LOGO: NOS   
 CK2271_PROJECTION: FLUSH
 CK2271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2271
 CK2271  HISTORY     - Date     Condition        Report By
 CK2271  HISTORY     - 1974     MONUMENTED       NOS
 CK2271  HISTORY     - 1983     GOOD             SCGS
 CK2271  HISTORY     - 20030215 POOR             USPSQD
 CK2271
 CK2271                          STATION DESCRIPTION
 CK2271
 CK2271'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2271'3.2 KM (2.0 MI) SOUTH FROM SAINT ANDREWS.
 CK2271'2.5 KILOMETERS (1.55 MILES) WEST ALONG STATE HIGHWAY
 CK2271'700 FROM THE JUNCTION OF STATE HIGHWAY 171 ON JAMES
 CK2271'ISLAND, THENCE 0.5 KILOMETER (0.35 MILE) NORTH ALONG
 CK2271'RIVERLAND DRIVE, THENCE 0.25 KILOMETER (0.15 MILE)
 CK2271'NORTHWEST ALONG AUBREY DRIVE, THENCE 0.25 KILOMETER
 CK2271'(0.15 MILE) NORTHEAST ALONG STONO DRIVE, SET NEAR THE RIVER
 CK2271'BANK IN THE BACK YARD OF THE RESIDENCE OF 309 STONO DRIVE,
 CK2271'52.5 METERS (172.6 FEET) WEST NORTHWEST OF THE APPROXIMATE
 CK2271'CENTER OF STONO DRIVE, 19.3 METERS (63.4 FEET) NORTH NORTHWEST
 CK2271'OF THE NORTHWEST CORNER OF THE HOUSE NUMBER 309,
 CK2271'30.4 METERS (99.9 FEET) NORTH OF THE SOUTHWEST CORNER OF THE
 CK2271'HOUSE NUMBER 309, 3.0 METERS (10.0 FEET) SOUTH SOUTHEAST OF
 CK2271'A 100 INCH OAK TREE THAT IS ON THE PROPERTY LINE, 3.5 METERS
 CK2271'(11.6 FEET) WEST OF 866 5641 5 TIDAL.
 CK2271'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2271
 CK2271                          STATION RECOVERY (2003)
 CK2271
 CK2271'RECOVERY NOTE BY US POWER SQUADRON 2003 (JWP)
 CK2271'THE OAK TREE REFERRED TO IN THE 1983 STATION DESCRIPTION IS NO LONGER
 CK2271'STANDING.  THE CONCRETE MONUMENT APPEARS TO HAVE BEEN DISTURBED AND IS
 CK2271'NO LONGER LEVEL WITH THE SURROUNDING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2270 ***********************************************************************
 CK2270  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2270  DESIGNATION -  866 5641 TIDAL 5
 CK2270  PID         -  CK2270
 CK2270  STATE/COUNTY-  SC/CHARLESTON
 CK2270  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2270
 CK2270                         *CURRENT SURVEY CONTROL
 CK2270  ___________________________________________________________________
 CK2270* NAD 83(1986)-  32 45 48.     (N)    080 00 04.     (W)     SCALED    
 CK2270* NAVD 88     -         5.520  (meters)      18.11   (feet)  ADJUSTED  
 CK2270  ___________________________________________________________________
 CK2270  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CK2270  DYNAMIC HT  -           5.514 (meters)      18.09  (feet)  COMP
 CK2270  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 CK2270
 CK2270  VERT ORDER  -  FIRST     CLASS II
 CK2270
 CK2270.The horizontal coordinates were scaled from a topographic map and have
 CK2270.an estimated accuracy of +/- 6 seconds.
 CK2270
 CK2270.The orthometric height was determined by differential leveling
 CK2270.and adjusted by the National Geodetic Survey in June 1991..
 CK2270
 CK2270.This Tidal Bench Mark is designated as VM 4217
 CK2270.by the Center for Operational Oceanographic Products and Services.
 CK2270
 CK2270.The geoid height was determined by GEOID03.
 CK2270
 CK2270.The dynamic height is computed by dividing the NAVD 88
 CK2270.geopotential number by the normal gravity value computed on the
 CK2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2270.degrees latitude (g = 980.6199 gals.).
 CK2270
 CK2270.The modeled gravity was interpolated from observed gravity values.
 CK2270
 CK2270;                    North         East    Units  Estimated Accuracy
 CK2270;SPC SC       -   103,590.      703,190.      MT  (+/- 180 meters Scaled)
 CK2270
 CK2270                          SUPERSEDED SURVEY CONTROL
 CK2270
 CK2270  NGVD 29 (03/21/89)    5.819  (m)           19.09   (f) ADJUSTED    1 2
 CK2270
 CK2270.Superseded values are not recommended for survey control.
 CK2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2270.See file dsdata.txt to determine how the superseded data were derived.
 CK2270
 CK2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS935254(NAD 83)
 CK2270_MARKER: DJ = TIDAL STATION DISK
 CK2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2270_SP_SET: CONCRETE POST
 CK2270_STAMPING: NO 5 1974
 CK2270_MARK LOGO: NOS   
 CK2270_PROJECTION: FLUSH
 CK2270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2270+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 CK2270
 CK2270  HISTORY     - Date     Condition        Report By
 CK2270  HISTORY     - 1974     MONUMENTED       NOS
 CK2270  HISTORY     - 1983     GOOD             SCGS
 CK2270  HISTORY     - 20030215 GOOD             USPSQD
 CK2270
 CK2270                          STATION DESCRIPTION
 CK2270
 CK2270'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2270'3.2 KM (2.0 MI) SOUTH FROM SAINT ANDREWS.
 CK2270'2.5 KILOMETERS (1.55 MILES) WEST ALONG STATE HIGHWAY 700
 CK2270'FROM THE JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND,
 CK2270'THENCE 0.5 KILOMETER (0.35 MILE) NORTH ALONG RIVERLAND
 CK2270'DRIVE, THENCE 0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG
 CK2270'AUBREY DRIVE, THENCE 0.25 KILOMETER (0.15 MILE) NORTHEAST
 CK2270'ALONG STONO DRIVE, SET NEAR THE RIVER BANK IN THE BACK YARD
 CK2270'YARD OF THE RESIDENCE OF 309 STONO DRIVE, 49.1 METERS
 CK2270'(161.0 FEET) WEST NORTHWEST OF THE APPROXIMATE CENTER OF
 CK2270'STONO DRIVE, 30.2 METERS (99.3 FEET) NORTH NORTHEAST OF THE
 CK2270'SOUTHWEST CORNER OF THE HOUSE NUMBER 309, 16.9 METERS (55.8
 CK2270'FEET) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE
 CK2270'NUMBER 309, 6.1 METERS (20.0 FEET) EAST SOUTHEAST OF THE
 CK2270'100 INCH OAK TREE THAT IS ON THE PROPERTY LINE, 31.1 METERS
 CK2270'(102.0 FEET) NORTH NORTHEAST OF 866 5641 6 TIDAL.
 CK2270'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2270
 CK2270                          STATION RECOVERY (2003)
 CK2270
 CK2270'RECOVERY NOTE BY US POWER SQUADRON 2003 (JWP)
 CK2270'THE OAK TREE REFERRED TO IN THE 1983 STATION DESCRIPTION IS NO LONGER
 CK2270'STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2269 ***********************************************************************
 CK2269  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2269  DESIGNATION -  866 5641 TIDAL 6
 CK2269  PID         -  CK2269
 CK2269  STATE/COUNTY-  SC/CHARLESTON
 CK2269  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2269
 CK2269                         *CURRENT SURVEY CONTROL
 CK2269  ___________________________________________________________________
 CK2269* NAD 83(1986)-  32 45 48.     (N)    080 00 04.     (W)     SCALED    
 CK2269* NAVD 88     -         5.439  (meters)      17.84   (feet)  ADJUSTED  
 CK2269  ___________________________________________________________________
 CK2269  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 CK2269  DYNAMIC HT  -           5.433 (meters)      17.82  (feet)  COMP
 CK2269  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 CK2269
 CK2269  VERT ORDER  -  FIRST     CLASS II
 CK2269
 CK2269.The horizontal coordinates were scaled from a topographic map and have
 CK2269.an estimated accuracy of +/- 6 seconds.
 CK2269
 CK2269.The orthometric height was determined by differential leveling
 CK2269.and adjusted by the National Geodetic Survey in June 1991..
 CK2269
 CK2269.This Tidal Bench Mark is designated as VM 4218
 CK2269.by the Center for Operational Oceanographic Products and Services.
 CK2269
 CK2269.The geoid height was determined by GEOID03.
 CK2269
 CK2269.The dynamic height is computed by dividing the NAVD 88
 CK2269.geopotential number by the normal gravity value computed on the
 CK2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2269.degrees latitude (g = 980.6199 gals.).
 CK2269
 CK2269.The modeled gravity was interpolated from observed gravity values.
 CK2269
 CK2269;                    North         East    Units  Estimated Accuracy
 CK2269;SPC SC       -   103,590.      703,190.      MT  (+/- 180 meters Scaled)
 CK2269
 CK2269                          SUPERSEDED SURVEY CONTROL
 CK2269
 CK2269  NGVD 29 (03/21/89)    5.739  (m)           18.83   (f) ADJUSTED    1 2
 CK2269
 CK2269.Superseded values are not recommended for survey control.
 CK2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2269.See file dsdata.txt to determine how the superseded data were derived.
 CK2269
 CK2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS935254(NAD 83)
 CK2269_MARKER: DJ = TIDAL STATION DISK
 CK2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2269_SP_SET: CONCRETE POST
 CK2269_STAMPING: NO 6 1974
 CK2269_MARK LOGO: NOS   
 CK2269_PROJECTION: FLUSH
 CK2269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2269+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 CK2269
 CK2269  HISTORY     - Date     Condition        Report By
 CK2269  HISTORY     - 1974     MONUMENTED       NOS
 CK2269  HISTORY     - 1983     GOOD             SCGS
 CK2269  HISTORY     - 1984     GOOD             SCGS
 CK2269  HISTORY     - 20030215 GOOD             USPSQD
 CK2269
 CK2269                          STATION DESCRIPTION
 CK2269
 CK2269'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2269'3.2 KM (2.0 MI) SOUTH FROM SAINT ANDREWS.
 CK2269'2.5 KILOMETERS (1.55 MILES) WEST ALONG STATE HIGHWAY 700
 CK2269'FROM THE JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND, THENCE
 CK2269'0.5 KILOMETER (0.35 MILE) NORTH ALONG RIVERLAND DRIVE, THENCE
 CK2269'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG AUBREY DRIVE, THENCE
 CK2269'0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG STONO DRIVE, SET
 CK2269'NEAR THE RIVER BANK IN THE BACK YARD OF THE RESIDENCE OF 309
 CK2269'STONO DRIVE, 50.6 METERS (166.0 FEET) WEST NORTHWEST OF THE
 CK2269'APPROXIMATE CENTER OF STONO DRIVE, 24.7 METERS (81.0 FEET)
 CK2269'SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE NUMBER 309,
 CK2269'16.2 METERS (53.4 FEET) NORTH NORTHWEST OF THE NORTHWEST
 CK2269'FACE OF A CURVE ON HOUSE NUMBER 307, 8.0 METERS (26.6
 CK2269'FEET) WEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 309,
 CK2269'9.1 METERS (30.0 FEET) SOUTH SOUTHWEST OF A CLUSTER OF THREE
 CK2269'100 INCH OAK TREES, 2.4 METERS (8.0 FEET) EAST SOUTHEAST OF
 CK2269'THE EDGE OF A 50 FOOT BANK.
 CK2269'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2269
 CK2269                          STATION RECOVERY (1984)
 CK2269
 CK2269'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2269'RECOVERED IN GOOD CONDITION.
 CK2269
 CK2269                          STATION RECOVERY (2003)
 CK2269
 CK2269'RECOVERY NOTE BY US POWER SQUADRON 2003 (JWP)
 CK2269'THE OAK TREES REFERRED TO IN THE 1983 POSITION DESCRIPTION ARE NO
 CK2269'LONGER STANDING.  MARK IS 101 FEET SOUTH SOUTHEAST OF 866 5641 TIDAL
 CK2269'4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2528 ***********************************************************************
 CK2528  DESIGNATION -  866 5713 TIDAL 2
 CK2528  PID         -  CK2528
 CK2528  STATE/COUNTY-  SC/CHARLESTON
 CK2528  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2528
 CK2528                         *CURRENT SURVEY CONTROL
 CK2528  ___________________________________________________________________
 CK2528* NAD 83(1986)-  32 45 10.     (N)    080 00 45.     (W)     SCALED    
 CK2528* NAVD 88     -         3.106  (meters)      10.19   (feet)  ADJUSTED  
 CK2528  ___________________________________________________________________
 CK2528  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 CK2528  DYNAMIC HT  -           3.103 (meters)      10.18  (feet)  COMP
 CK2528  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CK2528
 CK2528  VERT ORDER  -  FIRST     CLASS II
 CK2528
 CK2528.The horizontal coordinates were scaled from a topographic map and have
 CK2528.an estimated accuracy of +/- 6 seconds.
 CK2528
 CK2528.The orthometric height was determined by differential leveling
 CK2528.and adjusted by the National Geodetic Survey in June 1991..
 CK2528
 CK2528.The geoid height was determined by GEOID03.
 CK2528
 CK2528.The dynamic height is computed by dividing the NAVD 88
 CK2528.geopotential number by the normal gravity value computed on the
 CK2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2528.degrees latitude (g = 980.6199 gals.).
 CK2528
 CK2528.The modeled gravity was interpolated from observed gravity values.
 CK2528
 CK2528;                    North         East    Units  Estimated Accuracy
 CK2528;SPC SC       -   102,410.      702,130.      MT  (+/- 180 meters Scaled)
 CK2528
 CK2528                          SUPERSEDED SURVEY CONTROL
 CK2528
 CK2528  NGVD 29 (03/21/89)    3.405  (m)           11.17   (f) ADJUSTED    1 2
 CK2528
 CK2528.Superseded values are not recommended for survey control.
 CK2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2528.See file dsdata.txt to determine how the superseded data were derived.
 CK2528
 CK2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS925243(NAD 83)
 CK2528_MARKER: DJ = TIDAL STATION DISK
 CK2528_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK2528_SP_SET: BRIDGE
 CK2528_STAMPING: NO. 2 1971
 CK2528_MARK LOGO: NOS   
 CK2528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2528
 CK2528  HISTORY     - Date     Condition        Report By
 CK2528  HISTORY     - 1971     MONUMENTED       NOS
 CK2528  HISTORY     - 1983     GOOD             SCGS
 CK2528
 CK2528                          STATION DESCRIPTION
 CK2528
 CK2528'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2528'3.2 KM (2.0 MI) SOUTH FROM SAINT ANDREWS.
 CK2528'4.0 KILOMETERS (2.5 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM THE
 CK2528'JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND, SET IN THE NORTHWEST
 CK2528'CORNER OF THE BRIDGE CROSSING THE STONO RIVER.
 CK2528'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2526 ***********************************************************************
 CK2526  DESIGNATION -  866 5713 TIDAL 3
 CK2526  PID         -  CK2526
 CK2526  STATE/COUNTY-  SC/CHARLESTON
 CK2526  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2526
 CK2526                         *CURRENT SURVEY CONTROL
 CK2526  ___________________________________________________________________
 CK2526* NAD 83(1986)-  32 45 11.     (N)    080 00 29.     (W)     SCALED    
 CK2526* NAVD 88     -         3.587  (meters)      11.77   (feet)  ADJUSTED  
 CK2526  ___________________________________________________________________
 CK2526  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 CK2526  DYNAMIC HT  -           3.583 (meters)      11.76  (feet)  COMP
 CK2526  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CK2526
 CK2526  VERT ORDER  -  FIRST     CLASS II
 CK2526
 CK2526.The horizontal coordinates were scaled from a topographic map and have
 CK2526.an estimated accuracy of +/- 6 seconds.
 CK2526
 CK2526.The orthometric height was determined by differential leveling
 CK2526.and adjusted by the National Geodetic Survey in June 1991..
 CK2526
 CK2526.The geoid height was determined by GEOID03.
 CK2526
 CK2526.The dynamic height is computed by dividing the NAVD 88
 CK2526.geopotential number by the normal gravity value computed on the
 CK2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2526.degrees latitude (g = 980.6199 gals.).
 CK2526
 CK2526.The modeled gravity was interpolated from observed gravity values.
 CK2526
 CK2526;                    North         East    Units  Estimated Accuracy
 CK2526;SPC SC       -   102,450.      702,550.      MT  (+/- 180 meters Scaled)
 CK2526
 CK2526                          SUPERSEDED SURVEY CONTROL
 CK2526
 CK2526  NGVD 29 (03/21/89)    3.886  (m)           12.75   (f) ADJUSTED    1 2
 CK2526
 CK2526.Superseded values are not recommended for survey control.
 CK2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2526.See file dsdata.txt to determine how the superseded data were derived.
 CK2526
 CK2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS929243(NAD 83)
 CK2526_MARKER: DJ = TIDAL STATION DISK
 CK2526_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK2526_SP_SET: IN BRIDGE
 CK2526_STAMPING: NO 3 1971
 CK2526_MARK LOGO: NOS   
 CK2526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2526
 CK2526  HISTORY     - Date     Condition        Report By
 CK2526  HISTORY     - 1971     MONUMENTED       NOS
 CK2526  HISTORY     - 1983     GOOD             SCGS
 CK2526
 CK2526                          STATION DESCRIPTION
 CK2526
 CK2526'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2526'3.2 KM (2.0 MI) SOUTH FROM SAINT ANDREWS.
 CK2526'3.5 KILOMETERS (2.2 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM THE
 CK2526'JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND, SET IN THE NORTHEAST
 CK2526'CORNER OF THE BRIDGE CROSSING THE STONO RIVER.
 CK2526'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2527 ***********************************************************************
 CK2527  DESIGNATION -  866 5713 TIDAL 4
 CK2527  PID         -  CK2527
 CK2527  STATE/COUNTY-  SC/CHARLESTON
 CK2527  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2527
 CK2527                         *CURRENT SURVEY CONTROL
 CK2527  ___________________________________________________________________
 CK2527* NAD 83(1986)-  32 45 09.     (N)    080 00 48.     (W)     SCALED    
 CK2527* NAVD 88     -         2.307  (meters)       7.57   (feet)  ADJUSTED  
 CK2527  ___________________________________________________________________
 CK2527  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 CK2527  DYNAMIC HT  -           2.304 (meters)       7.56  (feet)  COMP
 CK2527  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CK2527
 CK2527  VERT ORDER  -  FIRST     CLASS II
 CK2527
 CK2527.The horizontal coordinates were scaled from a topographic map and have
 CK2527.an estimated accuracy of +/- 6 seconds.
 CK2527
 CK2527.The orthometric height was determined by differential leveling
 CK2527.and adjusted by the National Geodetic Survey in June 1991..
 CK2527
 CK2527.The geoid height was determined by GEOID03.
 CK2527
 CK2527.The dynamic height is computed by dividing the NAVD 88
 CK2527.geopotential number by the normal gravity value computed on the
 CK2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2527.degrees latitude (g = 980.6199 gals.).
 CK2527
 CK2527.The modeled gravity was interpolated from observed gravity values.
 CK2527
 CK2527;                    North         East    Units  Estimated Accuracy
 CK2527;SPC SC       -   102,380.      702,060.      MT  (+/- 180 meters Scaled)
 CK2527
 CK2527                          SUPERSEDED SURVEY CONTROL
 CK2527
 CK2527  NGVD 29 (03/21/89)    2.606  (m)            8.55   (f) ADJUSTED    1 2
 CK2527
 CK2527.Superseded values are not recommended for survey control.
 CK2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2527.See file dsdata.txt to determine how the superseded data were derived.
 CK2527
 CK2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS924242(NAD 83)
 CK2527_MARKER: DJ = TIDAL STATION DISK
 CK2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2527_SP_SET: CONCRETE POST
 CK2527_STAMPING: NO 4 1974
 CK2527_MARK LOGO: NOS   
 CK2527_PROJECTION: FLUSH
 CK2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2527+STABILITY: SURFACE MOTION
 CK2527
 CK2527  HISTORY     - Date     Condition        Report By
 CK2527  HISTORY     - 1974     MONUMENTED       NOS
 CK2527  HISTORY     - 1983     GOOD             SCGS
 CK2527
 CK2527                          STATION DESCRIPTION
 CK2527
 CK2527'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2527'3.2 KM (2.0 MI) SOUTH FROM SAINT ANDREWS.
 CK2527'4.0 KILOMETERS (2.5 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM THE
 CK2527'JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND, SET NEAR A POWER POLE
 CK2527'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A PAVED ROAD LEADING TO
 CK2527'THE STONO MARINA, 27.7 METERS (91.1 FEET) WEST-SOUTHWEST OF THE
 CK2527'SOUTHWEST CORNER OF THE BRIDGE, 5.8 METERS (19.0 FEET) SOUTH OF THE
 CK2527'CENTERLINE OF STATE HIGHWAY 700, 1.3 METERS (4.5 FEET) EAST OF POWER
 CK2527'POLE NUMBER 51566.
 CK2527'THE MARK IS ABOVE LEVEL WITH HIGHWAY 700.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2524 ***********************************************************************
 CK2524  DESIGNATION -  866 5713 TIDAL 5
 CK2524  PID         -  CK2524
 CK2524  STATE/COUNTY-  SC/CHARLESTON
 CK2524  USGS QUAD   -  JOHNS ISLAND (1979)
 CK2524
 CK2524                         *CURRENT SURVEY CONTROL
 CK2524  ___________________________________________________________________
 CK2524* NAD 83(1986)-  32 45 11.     (N)    080 00 29.     (W)     SCALED    
 CK2524* NAVD 88     -         2.698  (meters)       8.85   (feet)  ADJUSTED  
 CK2524  ___________________________________________________________________
 CK2524  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 CK2524  DYNAMIC HT  -           2.695 (meters)       8.84  (feet)  COMP
 CK2524  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CK2524
 CK2524  VERT ORDER  -  FIRST     CLASS II
 CK2524
 CK2524.The horizontal coordinates were scaled from a topographic map and have
 CK2524.an estimated accuracy of +/- 6 seconds.
 CK2524
 CK2524.The orthometric height was determined by differential leveling
 CK2524.and adjusted by the National Geodetic Survey in June 1991..
 CK2524
 CK2524.The geoid height was determined by GEOID03.
 CK2524
 CK2524.The dynamic height is computed by dividing the NAVD 88
 CK2524.geopotential number by the normal gravity value computed on the
 CK2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2524.degrees latitude (g = 980.6199 gals.).
 CK2524
 CK2524.The modeled gravity was interpolated from observed gravity values.
 CK2524
 CK2524;                    North         East    Units  Estimated Accuracy
 CK2524;SPC SC       -   102,450.      702,550.      MT  (+/- 180 meters Scaled)
 CK2524
 CK2524                          SUPERSEDED SURVEY CONTROL
 CK2524
 CK2524  NGVD 29 (03/21/89)    2.997  (m)            9.83   (f) ADJUSTED    1 2
 CK2524
 CK2524.Superseded values are not recommended for survey control.
 CK2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2524.See file dsdata.txt to determine how the superseded data were derived.
 CK2524
 CK2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS929243(NAD 83)
 CK2524_MARKER: DJ = TIDAL STATION DISK
 CK2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2524_SP_SET: CONCRETE POST
 CK2524_STAMPING: NO 5 1974
 CK2524_MARK LOGO: NOS   
 CK2524_PROJECTION: FLUSH
 CK2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2524+STABILITY: SURFACE MOTION
 CK2524
 CK2524  HISTORY     - Date     Condition        Report By
 CK2524  HISTORY     - 1974     MONUMENTED       NOS
 CK2524  HISTORY     - 1983     GOOD             SCGS
 CK2524
 CK2524                          STATION DESCRIPTION
 CK2524
 CK2524'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2524'3.2 KM (2.0 MI) SOUTH FROM SAINT ANDREWS.
 CK2524'3.5 KILOMETERS (2.2 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM THE
 CK2524'JUNCTION OF STATE HIGHWAY 171 ON JAMES ISLAND, SET BY A POWER POLE,
 CK2524'62.6 METERS (205.8 FEET) EAST OF ISLE 1963 1978 AZ MK, 6.6 METERS
 CK2524'(21.9 FEET) SOUTH OF THE CENTERLINE OF HIGHWAY 700, 1.1 METERS (3.9
 CK2524'FEET) EAST-NORTHEAST OF THE POWER POLE NUMBER 52789 WITH A WITNESS
 CK2524'SIGN ATTACHED.
 CK2524'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0399 ***********************************************************************
 CJ0399  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0399  DESIGNATION -  866 5726 D TIDAL
 CJ0399  PID         -  CJ0399
 CJ0399  STATE/COUNTY-  SC/CHARLESTON
 CJ0399  USGS QUAD   -  CHARLESTON (1983)
 CJ0399
 CJ0399                         *CURRENT SURVEY CONTROL
 CJ0399  ___________________________________________________________________
 CJ0399* NAD 83(1986)-  32 45 10.     (N)    079 53 54.     (W)     SCALED    
 CJ0399* NAVD 88     -         3.104  (meters)      10.18   (feet)  ADJUSTED  
 CJ0399  ___________________________________________________________________
 CJ0399  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 CJ0399  DYNAMIC HT  -           3.101 (meters)      10.17  (feet)  COMP
 CJ0399  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CJ0399
 CJ0399  VERT ORDER  -  FIRST     CLASS II
 CJ0399
 CJ0399.The horizontal coordinates were scaled from a topographic map and have
 CJ0399.an estimated accuracy of +/- 6 seconds.
 CJ0399
 CJ0399.The orthometric height was determined by differential leveling
 CJ0399.and adjusted by the National Geodetic Survey in June 1991..
 CJ0399
 CJ0399.This Tidal Bench Mark is designated as VM 4224
 CJ0399.by the Center for Operational Oceanographic Products and Services.
 CJ0399
 CJ0399.The geoid height was determined by GEOID03.
 CJ0399
 CJ0399.The dynamic height is computed by dividing the NAVD 88
 CJ0399.geopotential number by the normal gravity value computed on the
 CJ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0399.degrees latitude (g = 980.6199 gals.).
 CJ0399
 CJ0399.The modeled gravity was interpolated from observed gravity values.
 CJ0399
 CJ0399;                    North         East    Units  Estimated Accuracy
 CJ0399;SPC SC       -   102,520.      712,830.      MT  (+/- 180 meters Scaled)
 CJ0399
 CJ0399                          SUPERSEDED SURVEY CONTROL
 CJ0399
 CJ0399  NGVD 29 (03/21/89)    3.405  (m)           11.17   (f) ADJUSTED    1 2
 CJ0399
 CJ0399.Superseded values are not recommended for survey control.
 CJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0399.See file dsdata.txt to determine how the superseded data were derived.
 CJ0399
 CJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS032244(NAD 83)
 CJ0399_MARKER: DJ = TIDAL STATION DISK
 CJ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0399_SP_SET: CONCRETE POST
 CJ0399_STAMPING: 5726 D 1982
 CJ0399_MARK LOGO: NOS   
 CJ0399_PROJECTION: FLUSH
 CJ0399_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CJ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0399+STABILITY: SURFACE MOTION
 CJ0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0399+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1997
 CJ0399
 CJ0399  HISTORY     - Date     Condition        Report By
 CJ0399  HISTORY     - 1981     MONUMENTED       NOS
 CJ0399  HISTORY     - 1983     GOOD             SCGS
 CJ0399  HISTORY     - 19920817 GOOD             NGS
 CJ0399  HISTORY     - 19970723 GOOD             SCGS
 CJ0399
 CJ0399                          STATION DESCRIPTION
 CJ0399
 CJ0399'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0399'IN FORT JOHNSON.
 CJ0399'THE MARK IS 0.30 M ABOVE AREA.
 CJ0399'SET NEAR A FLAG POLE ON THE EAST SIDE OF A BOAT DOCK,
 CJ0399'BETWEEN A HOUSE AND THE DOCK, 39.3 METERS (129.0 FEET) SOUTH
 CJ0399'OF THE EDGE OF A SEA BARRIER, 17.5 METERS (57.4 FEET) WEST
 CJ0399'NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE (THE SOUTH
 CJ0399'CAROLINA SEA GRANT CONSORTIUM), 21.3 METERS (69.8 FEET)
 CJ0399'EAST NORTHEAST OF THE EDGE OF THE DOCKING AREA, 1.2 METER
 CJ0399'(3.8 FEET) SOUTHEAST OF FLAG POLE.
 CJ0399
 CJ0399                          STATION RECOVERY (1992)
 CJ0399
 CJ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0399'1.0 KM (0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0399'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 6.0 M (19.7
 CJ0399'FT) EASTERLY ALONG HARBOR VIEW ROAD, THENCE 2.2 KM (1.35 MI)
 CJ0399'NORTHEASTERLY ALONG FORT JOHNSON ROAD AND A ROAD LEADING TO THE SOUTH
 CJ0399'CAROLINA MARINE RESOURCES CENTER, 21.3 M (69.9 FT) EAST-NORTHEAST OF
 CJ0399'A CONCRETE SEAWALL, 17.5 M (57.4 FT) NORTHWEST OF THE SOUTHWEST
 CJ0399'CORNER OF THE MARINE BIOMEDICAL AND ENVIRONMENTAL SCIENCES
 CJ0399'LABORATORY, 1.2 M (3.9 FT) SOUTHEAST OF A FLAG POLE, 1.0 M (3.3 FT)
 CJ0399'EAST OF THE EXTENDED CENTER OF THE ROAD, 0.3 M (1.0 FT) ABOVE THE
 CJ0399'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CJ0399
 CJ0399                          STATION RECOVERY (1997)
 CJ0399
 CJ0399'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 CJ0399'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTHEAST OF CHARLESTON, 7.1
 CJ0399'MILES (11.4 KM) NORTHEAST OF FOLLY BEACH.  OWNERSHIP--SOUTH CAROLINA
 CJ0399'DEPARTMENT OF NATURAL RESOURCES, P.O. BOX 12559, CHARLESTON, SC 29422,
 CJ0399'CONTACT-BILL TROTMAN AT PHONE NUMBER 803-762-5009.  TO REACH THE
 CJ0399'STATION FROM THE JUNCTION OF STATE HIGHWAYS 171 AND 700 ON JAMES
 CJ0399'ISLAND, 2.75 MILES (4.43 KM) WEST SOUTHWEST OF CHARLESTON, GO SOUTH ON
 CJ0399'HIGHWAY 171 FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF STATE ROAD 1028
 CJ0399'(HARBORVIEW ROAD), TURN LEFT ON ROAD 1028 FOR 3.7 MILES (6.0 KM) TO
 CJ0399'THE T-JUNCTION OF STATE ROAD 94 (FORT JOHNSON ROAD), TURN LEFT ON ROAD
 CJ0399'94 FOR 0.75 MILE (1.21 KM) TO A FORK, BEAR RIGHT PASSING THROUGH
 CJ0399'ENTRANCE TO THE SOUTH CAROLINA DEPARTMENT OF NATURAL RESOURCES MARINE
 CJ0399'RESOURCES CENTER FOR 0.5 MILE (0.8 KM) TO A ROAD LEFT AT A STOP SIGN,
 CJ0399'CONTINUE AHEAD FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A FLAG POLE
 CJ0399'IN THE CENTER OF A TURN-AROUND.  STATION IS A CONCRETE POST FLUSH WITH
 CJ0399'THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 3.9 FEET (1.2 M)
 CJ0399'SOUTHEAST OF THE FLAG POLE, 57.2 FEET (17.4 M) WEST NORTHWEST OF THE
 CJ0399'SOUTHWEST CORNER OF A WOODN AND STUCCO HOUSE (MARINE BIOMEDICAL AND
 CJ0399'ENVIRONMENTAL SCIENCES), 53.6 FEET (16.3 M) SOTUH OF A STONE LIGHT
 CJ0399'POLE, 60.6 FEET (18.5 M) NORTHEAST OF A METAL LIGHT POLE, 71.2 FEET
 CJ0399'(21.7 M) EAST OF THE EAST EDGE OF A SEA WALL. RECOVERED BY C.J. STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0397 ***********************************************************************
 CJ0397  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0397  DESIGNATION -  866 5726 E TIDAL
 CJ0397  PID         -  CJ0397
 CJ0397  STATE/COUNTY-  SC/CHARLESTON
 CJ0397  USGS QUAD   -  CHARLESTON (1983)
 CJ0397
 CJ0397                         *CURRENT SURVEY CONTROL
 CJ0397  ___________________________________________________________________
 CJ0397* NAD 83(1986)-  32 45 03.     (N)    079 53 49.     (W)     SCALED    
 CJ0397* NAVD 88     -         1.697  (meters)       5.57   (feet)  ADJUSTED  
 CJ0397  ___________________________________________________________________
 CJ0397  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 CJ0397  DYNAMIC HT  -           1.695 (meters)       5.56  (feet)  COMP
 CJ0397  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CJ0397
 CJ0397  VERT ORDER  -  FIRST     CLASS II
 CJ0397
 CJ0397.The horizontal coordinates were scaled from a topographic map and have
 CJ0397.an estimated accuracy of +/- 6 seconds.
 CJ0397
 CJ0397.The orthometric height was determined by differential leveling
 CJ0397.and adjusted by the National Geodetic Survey in June 1991..
 CJ0397
 CJ0397.This Tidal Bench Mark is designated as VM 4225
 CJ0397.by the Center for Operational Oceanographic Products and Services.
 CJ0397
 CJ0397.The geoid height was determined by GEOID03.
 CJ0397
 CJ0397.The dynamic height is computed by dividing the NAVD 88
 CJ0397.geopotential number by the normal gravity value computed on the
 CJ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0397.degrees latitude (g = 980.6199 gals.).
 CJ0397
 CJ0397.The modeled gravity was interpolated from observed gravity values.
 CJ0397
 CJ0397;                    North         East    Units  Estimated Accuracy
 CJ0397;SPC SC       -   102,300.      712,960.      MT  (+/- 180 meters Scaled)
 CJ0397
 CJ0397                          SUPERSEDED SURVEY CONTROL
 CJ0397
 CJ0397  NGVD 29 (03/21/89)    1.997  (m)            6.55   (f) ADJUSTED    1 2
 CJ0397
 CJ0397.Superseded values are not recommended for survey control.
 CJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0397.See file dsdata.txt to determine how the superseded data were derived.
 CJ0397
 CJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS033242(NAD 83)
 CJ0397_MARKER: DJ = TIDAL STATION DISK
 CJ0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0397_SP_SET: STAINLESS STEEL ROD
 CJ0397_STAMPING: 5726 E 1982
 CJ0397_MARK LOGO: NOS   
 CJ0397_PROJECTION: FLUSH
 CJ0397_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0397+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0397_ROD/PIPE-DEPTH: 8.2  meters
 CJ0397
 CJ0397  HISTORY     - Date     Condition        Report By
 CJ0397  HISTORY     - 1982     MONUMENTED       NOS
 CJ0397  HISTORY     - 1983     GOOD             SCGS
 CJ0397  HISTORY     - 19920817 GOOD             NGS
 CJ0397
 CJ0397                          STATION DESCRIPTION
 CJ0397
 CJ0397'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0397'IN FORT JOHNSON.
 CJ0397'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CJ0397'LOCATED AT FORT JOHNSON ON THE SOUTH SIDE OF THE MARINE
 CJ0397'BIOLOGICAL LABORITORY NEAR THE SOUTHEAST CORNER OF A
 CJ0397'SIX FOOT HIGH CHAIN LINK FENCE THAT SURROUNDS THE WASTE
 CJ0397'TREATMENT FACILITY, 6.1 METERS (20.0 FEET) WEST OF THE
 CJ0397'APPROXIMATE CENTER OF A GRASSY ROAD THAT RUNS PARRALLEL
 CJ0397'WITH A SEVEN FOOT HIGH SEA WALL, 5.6 METERS (18.8 FEET)
 CJ0397'SOUTH SOUTHWEST OF A POWER POLE WITH A METER ON IT,
 CJ0397'2.4 METERS (8.0 FEET) EAST SOUTHEAST OF THE SOUTHEAST CORNER
 CJ0397'OF THE CHAIN LINK FENCE, 1.7 METERS (5.6 FEET) NORTH
 CJ0397'NORTHEAST OF A 12 INCH OAK TREE.
 CJ0397
 CJ0397                          STATION RECOVERY (1992)
 CJ0397
 CJ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0397'1.0 KM (0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0397'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 6.0 M (19.7
 CJ0397'FT) EASTERLY ALONG HARBOR VIEW ROAD, THENCE 1.9 KM (1.20 MI)
 CJ0397'NORTHEASTERLY ALONG FORT JOHNSON ROAD AND A ROAD LEADING TO THE SOUTH
 CJ0397'CAROLINA MARINE RESOURCES CENTER, 94.4 M (309.7 FT) SOUTHEAST OF THE
 CJ0397'ROAD CENTER, 5.7 M (18.7 FT) SOUTH-SOUTHWEST OF A UTILITY POLE WITH A
 CJ0397'METER ATTACHED, 5.3 M (17.4 FT) WEST OF THE CENTER OF A TRACK ROAD,
 CJ0397'2.4 M (7.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN-LINK
 CJ0397'FENCE ENCLOSING A WASTE TREATMENT FACILITY, 0.5 M (1.6 FT)
 CJ0397'NORTH-NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 CJ0397'OF THE TRACK ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE
 CJ0397'AND IS RECESSED 0.02 M (0.07 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1370 ***********************************************************************
 CJ1370  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ1370  DESIGNATION -  866 5728 F TIDAL
 CJ1370  PID         -  CJ1370
 CJ1370  STATE/COUNTY-  SC/CHARLESTON
 CJ1370  USGS QUAD   -  CHARLESTON (1983)
 CJ1370
 CJ1370                         *CURRENT SURVEY CONTROL
 CJ1370  ___________________________________________________________________
 CJ1370* NAD 83(1986)-  32 45 08.     (N)    079 52 30.     (W)     SCALED    
 CJ1370* NAVD 88     -         1.160  (meters)       3.81   (feet)  ADJUSTED  
 CJ1370  ___________________________________________________________________
 CJ1370  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 CJ1370  DYNAMIC HT  -           1.158 (meters)       3.80  (feet)  COMP
 CJ1370  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CJ1370
 CJ1370  VERT ORDER  -  FIRST     CLASS II
 CJ1370
 CJ1370.The horizontal coordinates were scaled from a topographic map and have
 CJ1370.an estimated accuracy of +/- 6 seconds.
 CJ1370
 CJ1370.The orthometric height was determined by differential leveling
 CJ1370.and adjusted by the National Geodetic Survey in June 1991..
 CJ1370
 CJ1370.This Tidal Bench Mark is designated as VM 14320
 CJ1370.by the Center for Operational Oceanographic Products and Services.
 CJ1370
 CJ1370.The geoid height was determined by GEOID03.
 CJ1370
 CJ1370.The dynamic height is computed by dividing the NAVD 88
 CJ1370.geopotential number by the normal gravity value computed on the
 CJ1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1370.degrees latitude (g = 980.6199 gals.).
 CJ1370
 CJ1370.The modeled gravity was interpolated from observed gravity values.
 CJ1370
 CJ1370;                    North         East    Units  Estimated Accuracy
 CJ1370;SPC SC       -   102,480.      715,020.      MT  (+/- 180 meters Scaled)
 CJ1370
 CJ1370                          SUPERSEDED SURVEY CONTROL
 CJ1370
 CJ1370  NGVD 29 (05/09/91)    1.460  (m)            4.79   (f) ADJUSTED    1 2
 CJ1370
 CJ1370.Superseded values are not recommended for survey control.
 CJ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1370.See file dsdata.txt to determine how the superseded data were derived.
 CJ1370
 CJ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS053243(NAD 83)
 CJ1370_MARKER: DJ = TIDAL STATION DISK
 CJ1370_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ1370_SP_SET: COPPER-CLAD STEEL ROD
 CJ1370_STAMPING: 5728 F 1976
 CJ1370_MARK LOGO: NOS   
 CJ1370_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1370+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CJ1370
 CJ1370  HISTORY     - Date     Condition        Report By
 CJ1370  HISTORY     - 1976     MONUMENTED       NOS
 CJ1370  HISTORY     - 19900524 GOOD             NGS
 CJ1370
 CJ1370                          STATION DESCRIPTION
 CJ1370
 CJ1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1370'AT FORT SUMTER NATIONAL MOMUMENT, 20.8 M (68.2 FT) WEST-NORTHWEST OF
 CJ1370'THE NORTHWEST FACE OF A GRANITE MONUMENT, 17.5 M (57.4 FT) SOUTH OF
 CJ1370'THE CENTER OF THE SALLY PORT, AND 1.0 M (3.3 FT) EAST-SOUTHEAST OF A
 CJ1370'BRICK WALL.  NOTE--THE DISK IS CRIMPED TO A COPPER-CLAD STEEL ROD
 CJ1370'INCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND.
 CJ1370'NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ1371 ***********************************************************************
 CJ1371  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ1371  DESIGNATION -  866 5728 G TIDAL
 CJ1371  PID         -  CJ1371
 CJ1371  STATE/COUNTY-  SC/CHARLESTON
 CJ1371  USGS QUAD   -  CHARLESTON (1983)
 CJ1371
 CJ1371                         *CURRENT SURVEY CONTROL
 CJ1371  ___________________________________________________________________
 CJ1371* NAD 83(1986)-  32 45 10.     (N)    079 52 30.     (W)     SCALED    
 CJ1371* NAVD 88     -         1.052  (meters)       3.45   (feet)  ADJUSTED  
 CJ1371  ___________________________________________________________________
 CJ1371  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 CJ1371  DYNAMIC HT  -           1.051 (meters)       3.45  (feet)  COMP
 CJ1371  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CJ1371
 CJ1371  VERT ORDER  -  FIRST     CLASS II
 CJ1371
 CJ1371.The horizontal coordinates were scaled from a topographic map and have
 CJ1371.an estimated accuracy of +/- 6 seconds.
 CJ1371
 CJ1371.The orthometric height was determined by differential leveling
 CJ1371.and adjusted by the National Geodetic Survey in June 1991..
 CJ1371
 CJ1371.This Tidal Bench Mark is designated as VM 14321
 CJ1371.by the Center for Operational Oceanographic Products and Services.
 CJ1371
 CJ1371.The geoid height was determined by GEOID03.
 CJ1371
 CJ1371.The dynamic height is computed by dividing the NAVD 88
 CJ1371.geopotential number by the normal gravity value computed on the
 CJ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ1371.degrees latitude (g = 980.6199 gals.).
 CJ1371
 CJ1371.The modeled gravity was interpolated from observed gravity values.
 CJ1371
 CJ1371;                    North         East    Units  Estimated Accuracy
 CJ1371;SPC SC       -   102,540.      715,020.      MT  (+/- 180 meters Scaled)
 CJ1371
 CJ1371                          SUPERSEDED SURVEY CONTROL
 CJ1371
 CJ1371  NGVD 29 (05/09/91)    1.353  (m)            4.44   (f) ADJUSTED    1 2
 CJ1371
 CJ1371.Superseded values are not recommended for survey control.
 CJ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ1371.See file dsdata.txt to determine how the superseded data were derived.
 CJ1371
 CJ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS053244(NAD 83)
 CJ1371_MARKER: DJ = TIDAL STATION DISK
 CJ1371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ1371_SP_SET: COPPER-CLAD STEEL ROD
 CJ1371_STAMPING: 5728 G 1976
 CJ1371_MARK LOGO: NOS   
 CJ1371_PROJECTION: FLUSH
 CJ1371_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ1371+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2002
 CJ1371
 CJ1371  HISTORY     - Date     Condition        Report By
 CJ1371  HISTORY     - 1976     MONUMENTED       NOS
 CJ1371  HISTORY     - 19900524 GOOD             NGS
 CJ1371  HISTORY     - 20020506 GOOD             SCGS
 CJ1371
 CJ1371                          STATION DESCRIPTION
 CJ1371
 CJ1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CJ1371'AT FORT SUMTER NATIONAL MONUMENT, 28.6 M (93.8 FT) NORTHEAST OF THE
 CJ1371'CENTER OF THE SALLY PORT, 7.9 M (25.9 FT) EAST OF THE EAST CORNER OF
 CJ1371'A CONCRETE WALL, AND 2.2 M (7.2 FT) WEST OF THE SUPPORT HUB OF THE
 CJ1371'MOST WESTERLY ONE OF TWO RODMAN CANNONS.  NOTE--THE DISK IS CRIMPED
 CJ1371'TO A COPPER-CLAD STEEL ROD INCASED IN A 4-INCH PVC PIPE THAT IS FLUSH
 CJ1371'WITH THE GROUND SURFACE.
 CJ1371
 CJ1371                          STATION RECOVERY (2002)
 CJ1371
 CJ1371'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW)
 CJ1371'STATION IS LOCATED IN THE COURT YARD ON HISTORIC FORT SUMTER AT THE
 CJ1371'ENTRANCE TO THE
 CJ1371'CHARLESTON HARBOR. OWNERSHIP--NATIONAL PARK SERVICE, DEPARTMENT OF
 CJ1371'INTERIOR, FORT
 CJ1371'SUMTER NATIONAL MONUMENT, 1214 MIDDLE STREET, SULLIVANS ISLAND, SC
 CJ1371'29482, PHONE
 CJ1371'843-883-3123.
 CJ1371'TO REACH THE STATION FROM THE BOAT DOCK AT FORT SUMTER, PROCEED BY
 CJ1371'FOOT THROUGH THE
 CJ1371'MAIN TOURIST ENTRANCE TO THE LARGE COURTYARD, ENTER THE COURT YARD
 CJ1371'THEN
 CJ1371'PACK LEFT TO THE STATION NEAR THREE BLACK CANNONS.
 CJ1371'STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD FLUSH WITH THE GROUND
 CJ1371'AND LEVEL
 CJ1371'WITH THE GROUND, 9.7 FEET WEST NORTHWEST OF THE SMALL FUSE HOLE ON THE
 CJ1371'TOP OF THE
 CJ1371'WESTERN ONE OF THREE CANNONS, 153.5 FEET NORTH NORTHEAST OF THE NORTH
 CJ1371'CORNER OF
 CJ1371'A LARGE GRANITE MONUMENT, 2.4 FEET NORTHWEST OF THE NORTHWEST CORNER
 CJ1371'OF THE
 CJ1371'SOUTH LEG OF  A SMALL CASE LABELED (ARMING THE FORT), 27.3 FEET EAST
 CJ1371'SOUTHEAST OF THE
 CJ1371'EAST EDGE OF A CONCRETE WALL AT A NEARBY DOORWAY.
 CJ1371'RECOVERED BY T. HALL.
 CJ1371' 
 CJ1371' 
 CJ1371' 
 CJ1371' 
 CJ1371' 
 CJ1371' 
 CJ1371'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0153 ***********************************************************************
 CJ0153  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0153  DESIGNATION -  866 5728 TIDAL 11 RESET
 CJ0153  PID         -  CJ0153
 CJ0153  STATE/COUNTY-  SC/CHARLESTON
 CJ0153  USGS QUAD   -  CHARLESTON (1983)
 CJ0153
 CJ0153                         *CURRENT SURVEY CONTROL
 CJ0153  ___________________________________________________________________
 CJ0153* NAD 83(1986)-  32 45 08.     (N)    079 52 30.     (W)     SCALED    
 CJ0153* NAVD 88     -         6.061  (meters)      19.89   (feet)  ADJUSTED  
 CJ0153  ___________________________________________________________________
 CJ0153  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 CJ0153  DYNAMIC HT  -           6.054 (meters)      19.86  (feet)  COMP
 CJ0153  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CJ0153
 CJ0153  VERT ORDER  -  FIRST     CLASS I
 CJ0153
 CJ0153.The horizontal coordinates were scaled from a topographic map and have
 CJ0153.an estimated accuracy of +/- 6 seconds.
 CJ0153
 CJ0153.The orthometric height was determined by differential leveling
 CJ0153.and adjusted by the National Geodetic Survey in June 1991..
 CJ0153.WARNING-Repeat measurements at this control monument indicate possible
 CJ0153.vertical movement.
 CJ0153
 CJ0153.This Tidal Bench Mark is designated as VM 14327
 CJ0153.by the Center for Operational Oceanographic Products and Services.
 CJ0153
 CJ0153.The geoid height was determined by GEOID03.
 CJ0153
 CJ0153.The dynamic height is computed by dividing the NAVD 88
 CJ0153.geopotential number by the normal gravity value computed on the
 CJ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0153.degrees latitude (g = 980.6199 gals.).
 CJ0153
 CJ0153.The modeled gravity was interpolated from observed gravity values.
 CJ0153
 CJ0153;                    North         East    Units  Estimated Accuracy
 CJ0153;SPC SC       -   102,480.      715,020.      MT  (+/- 180 meters Scaled)
 CJ0153
 CJ0153                          SUPERSEDED SURVEY CONTROL
 CJ0153
 CJ0153  NGVD 29 (05/09/91)    6.361  (m)           20.87   (f) ADJUSTED    1 1
 CJ0153
 CJ0153.Superseded values are not recommended for survey control.
 CJ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0153.See file dsdata.txt to determine how the superseded data were derived.
 CJ0153
 CJ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS053243(NAD 83)
 CJ0153_MARKER: DB = BENCH MARK DISK
 CJ0153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CJ0153_SP_SET: RETAINING WALL
 CJ0153_STAMPING: NO 11 1951 RESET 1953
 CJ0153_MARK LOGO: CGS   
 CJ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0153+STABILITY: SURFACE MOTION
 CJ0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0153+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CJ0153
 CJ0153  HISTORY     - Date     Condition        Report By
 CJ0153  HISTORY     - 1953     MONUMENTED       CGS
 CJ0153  HISTORY     - 1959     GOOD             NGS
 CJ0153  HISTORY     - 1963     GOOD             NGS
 CJ0153  HISTORY     - 19900524 GOOD             NGS
 CJ0153
 CJ0153                          STATION DESCRIPTION
 CJ0153
 CJ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CJ0153'AT FORT SUMTER.
 CJ0153'IN CHARLESTON HARBOR, AT FORT SUMTER, 11 FEET SW OF THE NE END
 CJ0153'OF ONE OF THE LONGER AND THE MOST SE SEGMENT OF THE 20-FOOT
 CJ0153'OUTER WALL AROUND THE FORT, AND 0.7 FOOT NW OF THE SE OR OUTER
 CJ0153'FACE OF THE WALL.
 CJ0153
 CJ0153                          STATION RECOVERY (1963)
 CJ0153
 CJ0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CJ0153'RECOVERED IN GOOD CONDITION.
 CJ0153
 CJ0153                          STATION RECOVERY (1990)
 CJ0153
 CJ0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0148 ***********************************************************************
 CJ0148  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0148  DESIGNATION -  866 5728 TIDAL 9 RESET
 CJ0148  PID         -  CJ0148
 CJ0148  STATE/COUNTY-  SC/CHARLESTON
 CJ0148  USGS QUAD   -  CHARLESTON (1983)
 CJ0148
 CJ0148                         *CURRENT SURVEY CONTROL
 CJ0148  ___________________________________________________________________
 CJ0148* NAD 83(1986)-  32 45 08.     (N)    079 52 30.     (W)     SCALED    
 CJ0148* NAVD 88     -         6.691  (meters)      21.95   (feet)  ADJUSTED  
 CJ0148  ___________________________________________________________________
 CJ0148  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 CJ0148  DYNAMIC HT  -           6.684 (meters)      21.93  (feet)  COMP
 CJ0148  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CJ0148
 CJ0148  VERT ORDER  -  FIRST     CLASS I
 CJ0148
 CJ0148.The horizontal coordinates were scaled from a topographic map and have
 CJ0148.an estimated accuracy of +/- 6 seconds.
 CJ0148
 CJ0148.The orthometric height was determined by differential leveling
 CJ0148.and adjusted by the National Geodetic Survey in June 1991..
 CJ0148
 CJ0148.This Tidal Bench Mark is designated as VM 14326
 CJ0148.by the Center for Operational Oceanographic Products and Services.
 CJ0148
 CJ0148.The geoid height was determined by GEOID03.
 CJ0148
 CJ0148.The dynamic height is computed by dividing the NAVD 88
 CJ0148.geopotential number by the normal gravity value computed on the
 CJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0148.degrees latitude (g = 980.6199 gals.).
 CJ0148
 CJ0148.The modeled gravity was interpolated from observed gravity values.
 CJ0148
 CJ0148;                    North         East    Units  Estimated Accuracy
 CJ0148;SPC SC       -   102,480.      715,020.      MT  (+/- 180 meters Scaled)
 CJ0148
 CJ0148                          SUPERSEDED SURVEY CONTROL
 CJ0148
 CJ0148  NGVD 29 (05/09/91)    6.991  (m)           22.94   (f) ADJUSTED    1 1
 CJ0148
 CJ0148.Superseded values are not recommended for survey control.
 CJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0148.See file dsdata.txt to determine how the superseded data were derived.
 CJ0148
 CJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS053243(NAD 83)
 CJ0148_MARKER: DB = BENCH MARK DISK
 CJ0148_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CJ0148_SP_SET: RETAINING WALL
 CJ0148_STAMPING: NO. 9 RESET 1958
 CJ0148_MARK LOGO: CGS   
 CJ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0148+STABILITY: SURFACE MOTION
 CJ0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0148+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1990
 CJ0148
 CJ0148  HISTORY     - Date     Condition        Report By
 CJ0148  HISTORY     - 1958     MONUMENTED       CGS
 CJ0148  HISTORY     - 1962     GOOD             NGS
 CJ0148  HISTORY     - 19900522 GOOD             NGS
 CJ0148
 CJ0148                          STATION DESCRIPTION
 CJ0148
 CJ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CJ0148'IN FORT SUMTER.
 CJ0148'IN CHARLESTON HARBOR AT FORT SUMTER, IN A HORIZONTAL LEVEL NEAR
 CJ0148'THE TOP OF THE MOST WNW SEGMENT OF THE OUTER WALL OF THE FORT,
 CJ0148'1.2 FEET LOWER THAN THE PRESENT TOP COURSE OF LARGE CONCRETE
 CJ0148'BLOCKS, 19 FEET SSW OF THE NNE END OF THE SAID WALL SEGMENT, 3.5
 CJ0148'FEET ESE OF THE OUTSIDE FACE OR 2.1 FEET WNW OF THE INSIDE FACE
 CJ0148'OF THE SAID WALL, A STANDARD DISK IS CEMENTED IN A DRILL HOLE
 CJ0148'IN THE BRICKS.
 CJ0148
 CJ0148                          STATION RECOVERY (1962)
 CJ0148
 CJ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CJ0148'RECOVERED IN GOOD CONDITION.
 CJ0148
 CJ0148                          STATION RECOVERY (1990)
 CJ0148
 CJ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3121 ***********************************************************************
 CK3121  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3121  DESIGNATION -  866 5737 E TIDAL
 CK3121  PID         -  CK3121
 CK3121  STATE/COUNTY-  SC/COLLETON
 CK3121  USGS QUAD   -  JACKSONBORO (1979)
 CK3121
 CK3121                         *CURRENT SURVEY CONTROL
 CK3121  ___________________________________________________________________
 CK3121* NAD 83(1986)-  32 45 19.     (N)    080 27 02.     (W)     SCALED    
 CK3121* NAVD 88     -         1.236  (meters)       4.06   (feet)  ADJUSTED  
 CK3121  ___________________________________________________________________
 CK3121  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 CK3121  DYNAMIC HT  -           1.235 (meters)       4.05  (feet)  COMP
 CK3121  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 CK3121
 CK3121  VERT ORDER  -  FIRST     CLASS II
 CK3121
 CK3121.The horizontal coordinates were scaled from a topographic map and have
 CK3121.an estimated accuracy of +/- 6 seconds.
 CK3121
 CK3121.The orthometric height was determined by differential leveling
 CK3121.and adjusted by the National Geodetic Survey in June 1991..
 CK3121
 CK3121.This Tidal Bench Mark is designated as VM 4230
 CK3121.by the Center for Operational Oceanographic Products and Services.
 CK3121
 CK3121.The geoid height was determined by GEOID03.
 CK3121
 CK3121.The dynamic height is computed by dividing the NAVD 88
 CK3121.geopotential number by the normal gravity value computed on the
 CK3121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3121.degrees latitude (g = 980.6199 gals.).
 CK3121
 CK3121.The modeled gravity was interpolated from observed gravity values.
 CK3121
 CK3121;                    North         East    Units  Estimated Accuracy
 CK3121;SPC SC       -   102,380.      661,080.      MT  (+/- 180 meters Scaled)
 CK3121
 CK3121                          SUPERSEDED SURVEY CONTROL
 CK3121
 CK3121  NGVD 29 (03/21/89)    1.524  (m)            5.00   (f) ADJUSTED    1 2
 CK3121
 CK3121.Superseded values are not recommended for survey control.
 CK3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3121.See file dsdata.txt to determine how the superseded data were derived.
 CK3121
 CK3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS514242(NAD 83)
 CK3121_MARKER: DJ = TIDAL STATION DISK
 CK3121_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK3121_SP_SET: COPPER-CLAD STEEL ROD
 CK3121_STAMPING: 5737 E 1977
 CK3121_MARK LOGO: NOS   
 CK3121_PROJECTION: FLUSH
 CK3121_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3121+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK3121_ROD/PIPE-DEPTH: 3.60 meters
 CK3121
 CK3121  HISTORY     - Date     Condition        Report By
 CK3121  HISTORY     - 1977     MONUMENTED       NOS
 CK3121  HISTORY     - 1984     GOOD             SCGS
 CK3121  HISTORY     - 20050803 GOOD             SCGS
 CK3121
 CK3121                          STATION DESCRIPTION
 CK3121
 CK3121'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3121'2.1 KM (1.3 MI) SE FROM JACKSONBORO.
 CK3121'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK3121'JUNCTION OF STATE HIGHWAY 64 IN JACKSONBORO, THENCE 1.6 KILOMETERS
 CK3121'(1.0 MILE) SOUTHERLY ALONG COUNTY ROAD S-15-30, THENCE 0.6 KILOMETER
 CK3121'(0.4 MILE) EAST ALONG A SAND ROAD, SET NEXT TO A POWER POLE AT THE END
 CK3121'OF A SAND DRIVE LEADING TO A ONE STORY YELLOW CINDER BLOCK HOUSE,
 CK3121'1.5 METERS (5.0 FEET) NORTHEAST OF THE POWER POLE NUMBER 175950,
 CK3121'15.3 METERS (50.4 FEET) NORTHWEST OF A NORTHWEST CORNER OF THE YELLOW
 CK3121'CINDER BLOCK HOUSE, 41.2 METERS (135.4 FEET) SOUTH-SOUTHWEST OF 866
 CK3121'5737 G TIDAL, 29.7 METERS (97.7 FEET) SOUTHWEST OF THE SOUTHWEST
 CK3121'CORNER OF A GREEN HOUSE STANDING ON WOODEN STILTS.
 CK3121'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3121
 CK3121                          STATION RECOVERY (2005)
 CK3121
 CK3121'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3121'STATION IS LOCATED 1.1 MI (1.77 KM) SOUTH OF JACKSONBORO, 16.2 MI
 CK3121'(26.07 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK3121'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK3121'PARKWAY) AND STATE HIGHWAY 64 (CHARLESTON HIGHWAY) IN JACKSONBORO, GO
 CK3121'SOUTHEAST ON HIGHWAY 17 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE
 CK3121'ROAD 30 (HOPE PLANTATION ROAD), TURN RIGHT ON ROAD 30 FOR 1.0 MI (1.61
 CK3121'KM) TO THE JUNCTION OF A SAND ROAD (PERKINS PATH), TURN LEFT ON THE
 CK3121'SAND ROAD FOR 0.4 MI (0.64 KM) TO THE STATION ON THE RIGHT NEAR A
 CK3121'POWER POLE. STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD RECESSED
 CK3121'0.5 FT (0.2 M) AND 0.5 FT (0.2 M) BELOW THE ROAD, 7.0 FT (2.1 M) WEST
 CK3121'OF THE EXTENDED CENTER OF THE ROAD, 6.9 FT (2.1 M) NORTHEAST OF THE
 CK3121'POWER POLE NUMBER 175950 WITH A TRANSFORMER, 50.4 FT (15.4 M)
 CK3121'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE, 44.8 FT
 CK3121'(13.7 M) WEST OF THE SOUTHWEST CORNER OF A VINYL-SIDED HOUSE, 131.5 FT
 CK3121'(40.1 M) SOUTH OF A POWER POLE NUMBER 175951 WITH A TRANSFORMER, 135.5
 CK3121'FT (41.3 M) NORTH OF TIDAL BENCH MARK 866 5737 G TIDAL. RECOVERED BY
 CK3121'R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3120 ***********************************************************************
 CK3120  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3120  DESIGNATION -  866 5737 G TIDAL
 CK3120  PID         -  CK3120
 CK3120  STATE/COUNTY-  SC/COLLETON
 CK3120  USGS QUAD   -  JACKSONBORO (1979)
 CK3120
 CK3120                         *CURRENT SURVEY CONTROL
 CK3120  ___________________________________________________________________
 CK3120* NAD 83(1986)-  32 45 19.     (N)    080 27 02.     (W)     SCALED    
 CK3120* NAVD 88     -         1.371  (meters)       4.50   (feet)  ADJUSTED  
 CK3120  ___________________________________________________________________
 CK3120  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 CK3120  DYNAMIC HT  -           1.370 (meters)       4.49  (feet)  COMP
 CK3120  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 CK3120
 CK3120  VERT ORDER  -  FIRST     CLASS II
 CK3120
 CK3120.The horizontal coordinates were scaled from a topographic map and have
 CK3120.an estimated accuracy of +/- 6 seconds.
 CK3120
 CK3120.The orthometric height was determined by differential leveling
 CK3120.and adjusted by the National Geodetic Survey in June 1991..
 CK3120
 CK3120.This Tidal Bench Mark is designated as VM 7483
 CK3120.by the Center for Operational Oceanographic Products and Services.
 CK3120
 CK3120.The geoid height was determined by GEOID03.
 CK3120
 CK3120.The dynamic height is computed by dividing the NAVD 88
 CK3120.geopotential number by the normal gravity value computed on the
 CK3120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3120.degrees latitude (g = 980.6199 gals.).
 CK3120
 CK3120.The modeled gravity was interpolated from observed gravity values.
 CK3120
 CK3120;                    North         East    Units  Estimated Accuracy
 CK3120;SPC SC       -   102,380.      661,080.      MT  (+/- 180 meters Scaled)
 CK3120
 CK3120                          SUPERSEDED SURVEY CONTROL
 CK3120
 CK3120  NGVD 29 (03/21/89)    1.659  (m)            5.44   (f) ADJUSTED    1 2
 CK3120
 CK3120.Superseded values are not recommended for survey control.
 CK3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3120.See file dsdata.txt to determine how the superseded data were derived.
 CK3120
 CK3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS514242(NAD 83)
 CK3120_MARKER: DJ = TIDAL STATION DISK
 CK3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3120_SP_SET: CONCRETE POST
 CK3120_STAMPING: 5737 G 1982
 CK3120_MARK LOGO: NOS   
 CK3120_PROJECTION: RECESSED 15 CENTIMETERS
 CK3120_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3120+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK3120
 CK3120  HISTORY     - Date     Condition        Report By
 CK3120  HISTORY     - 1982     MONUMENTED       NOS
 CK3120  HISTORY     - 1984     GOOD             SCGS
 CK3120  HISTORY     - 20050803 GOOD             SCGS
 CK3120
 CK3120                          STATION DESCRIPTION
 CK3120
 CK3120'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3120'2.1 KM (1.3 MI) SE FROM JACKSONBORO.
 CK3120'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK3120'JUNCTION OF STATE HIGHWAY 64 IN JACKSONBORO, THENCE 1.6 KILOMETERS
 CK3120'(1.0 MILE) SOUTHERLY ALONG COUNTY ROAD S-15-30, THENCE 0.6 KILOMETER
 CK3120'(0.4 MILE) EAST ALONG A SAND ROAD, SET NEAR A POWER POLE ON THE WEST
 CK3120'SIDE OF A GREEN HOUSE ON WOODEN STILTS, 41.2 METERS (135.4 FEET)
 CK3120'NORTHEAST OF 866 5737 E TIDAL, 3.2 METERS (10.7 FEET) EAST OF THE
 CK3120'APPROXIMATE CENTER OF THE SAND ROAD, 15.5 METERS (51.2 FEET) NORTHWEST
 CK3120'OF THE NORTHWEST CORNER OF THE GREEN HOUSE, 1.4 METERS (4.7 FEET)
 CK3120'NORTH OF THE POWER POLE NUMBER 175951.
 CK3120'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK3120
 CK3120                          STATION RECOVERY (2005)
 CK3120
 CK3120'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3120'STATION IS LOCATED 1.0 MI (1.61 KM) SOUTH-SOUTHEAST OF JACKSONBORO,
 CK3120'16.2 MI (26.07 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK3120'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3120'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3120'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 64 (CHARLESTON HIGHWAY) IN
 CK3120'JACKSONBORO, GO SOUTHEAST ON HIGHWAY 17 FOR 0.45 MI (0.72 KM) TO THE
 CK3120'JUNCTION OF STATE ROAD 30 (HOPE PLANTATION ROAD), TURN RIGHT ON ROAD
 CK3120'30 FOR 1.0 MI (1.61 KM) TO THE JUNCTION OF A SAND ROAD (PERKINS PATH),
 CK3120'TURN LEFT ON THE SAND ROAD FOR 0.4 MI (0.64 KM) TO THE STATION ON THE
 CK3120'LEFT NEAR A POWER POLE. STATION IS A CONCRETE POST RECESSED 0.5 FT
 CK3120'(0.2 M) AND 0.5 FT (0.2 M) BELOW THE ROAD, 11.9 FT (3.6 M) EAST OF THE
 CK3120'CENTER OF THE ROAD, 3.8 FT (1.2 M) NORTH OF THE POWER POLE NUMBER
 CK3120'175951 WITH A TRANSFORMER, 43.5 FT (13.3 M) WEST NORTHWEST OF THE
 CK3120'NORTHWEST CORNER OF THE NORTHWEST CONCRETE BLOCK PILLAR FOR A
 CK3120'VINYL-SIDED HOUSE NUMBER 397, 11.5 FT (124.5 M) SOUTH OF A TELEPHONE
 CK3120'JUNCTION BOX A/39L/3, 135.5 FT (41.3 M) SOUTH OF TIDAL BENCH MARK 866
 CK3120'5737 EAST TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2496 ***********************************************************************
 CK2496  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2496  DESIGNATION -  866 5763 A TIDAL
 CK2496  PID         -  CK2496
 CK2496  STATE/COUNTY-  SC/CHARLESTON
 CK2496  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2496
 CK2496                         *CURRENT SURVEY CONTROL
 CK2496  ___________________________________________________________________
 CK2496* NAD 83(1986)-  32 44 43.     (N)    080 09 56.     (W)     SCALED    
 CK2496* NAVD 88     -         2.657  (meters)       8.72   (feet)  ADJUSTED  
 CK2496  ___________________________________________________________________
 CK2496  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 CK2496  DYNAMIC HT  -           2.654 (meters)       8.71  (feet)  COMP
 CK2496  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CK2496
 CK2496  VERT ORDER  -  FIRST     CLASS II
 CK2496
 CK2496.The horizontal coordinates were scaled from a topographic map and have
 CK2496.an estimated accuracy of +/- 6 seconds.
 CK2496
 CK2496.The orthometric height was determined by differential leveling
 CK2496.and adjusted by the National Geodetic Survey in June 1991..
 CK2496
 CK2496.This Tidal Bench Mark is designated as VM 6716
 CK2496.by the Center for Operational Oceanographic Products and Services.
 CK2496
 CK2496.The geoid height was determined by GEOID03.
 CK2496
 CK2496.The dynamic height is computed by dividing the NAVD 88
 CK2496.geopotential number by the normal gravity value computed on the
 CK2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2496.degrees latitude (g = 980.6199 gals.).
 CK2496
 CK2496.The modeled gravity was interpolated from observed gravity values.
 CK2496
 CK2496;                    North         East    Units  Estimated Accuracy
 CK2496;SPC SC       -   101,450.      687,800.      MT  (+/- 180 meters Scaled)
 CK2496
 CK2496                          SUPERSEDED SURVEY CONTROL
 CK2496
 CK2496.No superseded survey control is available for this station.
 CK2496
 CK2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS781233(NAD 83)
 CK2496_MARKER: DJ = TIDAL STATION DISK
 CK2496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2496_SP_SET: STAINLESS STEEL ROD
 CK2496_STAMPING: 5763 A 1976
 CK2496_MARK LOGO: NOS   
 CK2496_PROJECTION: FLUSH
 CK2496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2496_ROD/PIPE-DEPTH: 4.90 meters
 CK2496
 CK2496  HISTORY     - Date     Condition        Report By
 CK2496  HISTORY     - 1976     MONUMENTED       NOS
 CK2496  HISTORY     - 1983     GOOD             SCGS
 CK2496
 CK2496                          STATION DESCRIPTION
 CK2496
 CK2496'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2496'7.2 KM (4.5 MI) EAST FROM HOLLYWOOD.
 CK2496'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2496'POST OFFICE AT HOLLYWOOD TO A Y-JUNCTION IN THE ROAD, THENCE 1.0
 CK2496'KILOMETER (0.6 MILE) SOUTHEAST ALONG BRYAN ROAD, THENCE 0.2 KILOMETER
 CK2496'(0.1 MILE) EAST ALONG A GRASSY ROAD LEADING TO A BRICK HOUSE, SET NEAR
 CK2496'A WOODEN DOCK IN THE FRONT YARD OF A LARGE ONE-STORY BRICK HOUSE,
 CK2496'6.7 METERS (22.0 FEET) WEST OF THE SOUTHEAST CORNER OF A CINDER BLOCK
 CK2496'SEAWALL, 14.9 METERS (49.0 FEET) NORTH-NORTHWEST OF THE NORTHERN MOST
 CK2496'BRICK PILLARS OF BRICK STEPS LEADING TO THE WATERS EDGE, 16.8 METERS
 CK2496'(55.0 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 CK2496'DOCK, 16.6 METERS (54.6 FEET) EAST-SOUTHEAST OF THE NORTHEAST CORNER
 CK2496'OF THE HOUSE.
 CK2496'THE MARK IS 0.30 M BELOW AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2495 ***********************************************************************
 CK2495  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2495  DESIGNATION -  866 5763 C TIDAL
 CK2495  PID         -  CK2495
 CK2495  STATE/COUNTY-  SC/CHARLESTON
 CK2495  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2495
 CK2495                         *CURRENT SURVEY CONTROL
 CK2495  ___________________________________________________________________
 CK2495* NAD 83(1986)-  32 44 43.     (N)    080 09 56.     (W)     SCALED    
 CK2495* NAVD 88     -         3.265  (meters)      10.71   (feet)  ADJUSTED  
 CK2495  ___________________________________________________________________
 CK2495  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 CK2495  DYNAMIC HT  -           3.262 (meters)      10.70  (feet)  COMP
 CK2495  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CK2495
 CK2495  VERT ORDER  -  FIRST     CLASS II
 CK2495
 CK2495.The horizontal coordinates were scaled from a topographic map and have
 CK2495.an estimated accuracy of +/- 6 seconds.
 CK2495
 CK2495.The orthometric height was determined by differential leveling
 CK2495.and adjusted by the National Geodetic Survey in June 1991..
 CK2495
 CK2495.This Tidal Bench Mark is designated as VM 6718
 CK2495.by the Center for Operational Oceanographic Products and Services.
 CK2495
 CK2495.The geoid height was determined by GEOID03.
 CK2495
 CK2495.The dynamic height is computed by dividing the NAVD 88
 CK2495.geopotential number by the normal gravity value computed on the
 CK2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2495.degrees latitude (g = 980.6199 gals.).
 CK2495
 CK2495.The modeled gravity was interpolated from observed gravity values.
 CK2495
 CK2495;                    North         East    Units  Estimated Accuracy
 CK2495;SPC SC       -   101,450.      687,800.      MT  (+/- 180 meters Scaled)
 CK2495
 CK2495                          SUPERSEDED SURVEY CONTROL
 CK2495
 CK2495  NGVD 29 (03/21/89)    3.560  (m)           11.68   (f) ADJUSTED    1 2
 CK2495
 CK2495.Superseded values are not recommended for survey control.
 CK2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2495.See file dsdata.txt to determine how the superseded data were derived.
 CK2495
 CK2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS781233(NAD 83)
 CK2495_MARKER: DJ = TIDAL STATION DISK
 CK2495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2495_SP_SET: STAINLESS STEEL ROD
 CK2495_STAMPING: 5763 C 1976
 CK2495_MARK LOGO: NOS   
 CK2495_PROJECTION: FLUSH
 CK2495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2495_ROD/PIPE-DEPTH: 6.10 meters
 CK2495
 CK2495  HISTORY     - Date     Condition        Report By
 CK2495  HISTORY     - 1976     MONUMENTED       NOS
 CK2495  HISTORY     - 1983     GOOD             SCGS
 CK2495
 CK2495                          STATION DESCRIPTION
 CK2495
 CK2495'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2495'7.2 KM (4.5 MI) EAST FROM HOLLYWOOD.
 CK2495'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2495'POST OFFICE AT HOLLYWOOD TO A Y-JUNCTION IN THE ROAD, THENCE 1.0
 CK2495'KILOMETER (0.6 MILE) SOUTHEAST ALONG BRYAN ROAD, THENCE 0.2 KILOMETER
 CK2495'(0.1 MILE) EAST ALONG A GRASSY ROAD LEADING TO A BRICK HOUSE, SET NEAR
 CK2495'THE SOUTHERN MOST GATE POST, 32.2 METERS (105.8 FEET) EAST-NORTHEAST
 CK2495'OF THE NORTHEAST CORNER OF A SWIMMING POOL, 3.7 METERS (12.0 FEET)
 CK2495'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 45.7 METERS
 CK2495'(150.0 FEET) WEST OF A MAGNOLIA TREE IN THE CENTER OF A CIRCLE
 CK2495'DRIVEWAY, 1.2 METERS (4.0 FEET) SOUTH-SOUTHEAST OF A GATE POST.
 CK2495'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0389 ***********************************************************************
 CJ0389  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0389  DESIGNATION -  866 5775 A TIDAL
 CJ0389  PID         -  CJ0389
 CJ0389  STATE/COUNTY-  SC/CHARLESTON
 CJ0389  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0389
 CJ0389                         *CURRENT SURVEY CONTROL
 CJ0389  ___________________________________________________________________
 CJ0389* NAD 83(1986)-  32 44 40.     (N)    079 57 00.     (W)     SCALED    
 CJ0389* NAVD 88     -         3.028  (meters)       9.93   (feet)  ADJUSTED  
 CJ0389  ___________________________________________________________________
 CJ0389  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 CJ0389  DYNAMIC HT  -           3.025 (meters)       9.92  (feet)  COMP
 CJ0389  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CJ0389
 CJ0389  VERT ORDER  -  FIRST     CLASS II
 CJ0389
 CJ0389.The horizontal coordinates were scaled from a topographic map and have
 CJ0389.an estimated accuracy of +/- 6 seconds.
 CJ0389
 CJ0389.The orthometric height was determined by differential leveling
 CJ0389.and adjusted by the National Geodetic Survey in June 1991..
 CJ0389
 CJ0389.This Tidal Bench Mark is designated as VM 4231
 CJ0389.by the Center for Operational Oceanographic Products and Services.
 CJ0389
 CJ0389.The geoid height was determined by GEOID03.
 CJ0389
 CJ0389.The dynamic height is computed by dividing the NAVD 88
 CJ0389.geopotential number by the normal gravity value computed on the
 CJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0389.degrees latitude (g = 980.6199 gals.).
 CJ0389
 CJ0389.The modeled gravity was interpolated from observed gravity values.
 CJ0389
 CJ0389;                    North         East    Units  Estimated Accuracy
 CJ0389;SPC SC       -   101,540.      708,000.      MT  (+/- 180 meters Scaled)
 CJ0389
 CJ0389                          SUPERSEDED SURVEY CONTROL
 CJ0389
 CJ0389  NGVD 29 (03/21/89)    3.329  (m)           10.92   (f) ADJUSTED    1 2
 CJ0389
 CJ0389.Superseded values are not recommended for survey control.
 CJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0389.See file dsdata.txt to determine how the superseded data were derived.
 CJ0389
 CJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS983234(NAD 83)
 CJ0389_MARKER: DJ = TIDAL STATION DISK
 CJ0389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0389_SP_SET: STAINLESS STEEL ROD
 CJ0389_STAMPING: 5775 A 1982
 CJ0389_MARK LOGO: NOS   
 CJ0389_PROJECTION: FLUSH
 CJ0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0389+STABILITY: POSITION/ELEVATION WELL
 CJ0389_ROD/PIPE-DEPTH: 10.9 meters
 CJ0389
 CJ0389  HISTORY     - Date     Condition        Report By
 CJ0389  HISTORY     - 1982     MONUMENTED       NOS
 CJ0389  HISTORY     - 1983     GOOD             SCGS
 CJ0389  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0389
 CJ0389                          STATION DESCRIPTION
 CJ0389
 CJ0389'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0389'2.1 KM (1.3 MI) NE FROM CENTERVILLE.
 CJ0389'1.0 KILOMETER (0.6 MILE) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0389'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, THENCE
 CJ0389'2.9 KILOMETERS (1.8 MILES) SOUTHEAST ALONG COUNTY ROAD
 CJ0389'S-10-1028, THENCE 0.6 KILOMETER (0.4 MILE) SOUTH ALONG
 CJ0389'COUNTY ROAD S-10-95, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHEAST
 CJ0389'ALONG DILLS BLUFF ROAD, THENCE 0.1 KILOMETER (0.05 MILE)
 CJ0389'SOUTHWEST ALONG WEST CAPERS ROAD, THENCE 0.2 KILOMETER
 CJ0389'(0.1 MILE) NORTHWEST ALONG JIM ISLE DRIVE, SET NEAR A 24 INCH
 CJ0389'LONE PALMETTO TREE, AT THE GELEGOTIS RESIDENCE, 20.2
 CJ0389'METERS (66.1 FEET) SOUTHWEST OF THE APPROXIMATE CENTER
 CJ0389'OF THE STEPS LEADING TO THE GELEGOTIS RESIDENCE, 7.3 METERS
 CJ0389'(24.0 FEET) NORTH OF THE APPROXIMATE CENTER OF JIM ISLE
 CJ0389'DRIVE, 3.4 METERS (11.0 FEET) WEST OF THE APPROXIMATE CENTER
 CJ0389'OF THE GELEGOTIS DRIVEWAY, 2.4 METERS (8.0 FEET) SOUTH
 CJ0389'SOUTHEAST OF THE 24 INCH PALMETTO TREE.
 CJ0389'THE MARK IS 0.30 M ABOVE JIM ISLE DRIVE.
 CJ0389
 CJ0389                          STATION RECOVERY (1992)
 CJ0389
 CJ0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0389'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0390 ***********************************************************************
 CJ0390  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0390  DESIGNATION -  866 5775 B TIDAL
 CJ0390  PID         -  CJ0390
 CJ0390  STATE/COUNTY-  SC/CHARLESTON
 CJ0390  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0390
 CJ0390                         *CURRENT SURVEY CONTROL
 CJ0390  ___________________________________________________________________
 CJ0390* NAD 83(1986)-  32 44 40.     (N)    079 56 59.     (W)     SCALED    
 CJ0390* NAVD 88     -         2.899  (meters)       9.51   (feet)  ADJUSTED  
 CJ0390  ___________________________________________________________________
 CJ0390  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 CJ0390  DYNAMIC HT  -           2.895 (meters)       9.50  (feet)  COMP
 CJ0390  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CJ0390
 CJ0390  VERT ORDER  -  FIRST     CLASS II
 CJ0390
 CJ0390.The horizontal coordinates were scaled from a topographic map and have
 CJ0390.an estimated accuracy of +/- 6 seconds.
 CJ0390
 CJ0390.The orthometric height was determined by differential leveling
 CJ0390.and adjusted by the National Geodetic Survey in June 1991..
 CJ0390
 CJ0390.This Tidal Bench Mark is designated as VM 4232
 CJ0390.by the Center for Operational Oceanographic Products and Services.
 CJ0390
 CJ0390.The geoid height was determined by GEOID03.
 CJ0390
 CJ0390.The dynamic height is computed by dividing the NAVD 88
 CJ0390.geopotential number by the normal gravity value computed on the
 CJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0390.degrees latitude (g = 980.6199 gals.).
 CJ0390
 CJ0390.The modeled gravity was interpolated from observed gravity values.
 CJ0390
 CJ0390;                    North         East    Units  Estimated Accuracy
 CJ0390;SPC SC       -   101,540.      708,030.      MT  (+/- 180 meters Scaled)
 CJ0390
 CJ0390                          SUPERSEDED SURVEY CONTROL
 CJ0390
 CJ0390  NGVD 29 (03/21/89)    3.200  (m)           10.50   (f) ADJUSTED    1 2
 CJ0390
 CJ0390.Superseded values are not recommended for survey control.
 CJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0390.See file dsdata.txt to determine how the superseded data were derived.
 CJ0390
 CJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS983234(NAD 83)
 CJ0390_MARKER: DJ = TIDAL STATION DISK
 CJ0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0390_SP_SET: CONCRETE POST
 CJ0390_STAMPING: 5775 B 1982
 CJ0390_MARK LOGO: NOS   
 CJ0390_PROJECTION: FLUSH
 CJ0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0390+STABILITY: SURFACE MOTION
 CJ0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0390+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0390
 CJ0390  HISTORY     - Date     Condition        Report By
 CJ0390  HISTORY     - 1982     MONUMENTED       NOS
 CJ0390  HISTORY     - 1983     GOOD             SCGS
 CJ0390  HISTORY     - 19920817 GOOD             NGS
 CJ0390
 CJ0390                          STATION DESCRIPTION
 CJ0390
 CJ0390'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0390'2.1 KM (1.3 MI) NE FROM CENTERVILLE.
 CJ0390'THE MARK IS 0.30 M ABOVE JIM ISLE DRIVE.
 CJ0390'1.0 KILOMETER (0.6 MILE) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0390'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, THENCE 2.9
 CJ0390'KILOMETERS (1.8 MILES) SOUTHEAST ALONG COUNTY ROAD S-10-1028,
 CJ0390'THENCE 0.6 KILOMETER (0.4 MILE) SOUTH ALONG COUNTY ROAD S-10-95,
 CJ0390'THENCE 0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG DILLS BLUFF ROAD,
 CJ0390'THENCE 0.1 KILOMETER (0.05 MILE) SOUTHWEST ALONG WEST CAPERS
 CJ0390'ROAD, THENCE 0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG JIM
 CJ0390'ISLE DRIVE, SET NEAR A POWER POLE, 82.2 METERS (269.8 FEET)
 CJ0390'EAST SOUTHEAST OF 866 5775 A TIDAL, 25.7 METERS (84.2 FEET)
 CJ0390'SOUTH OF THE SOUTHWEST CORNER OF THE CONDON RESIDENCE, 6.6
 CJ0390'METERS (21.4 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF
 CJ0390'JIM ISLE DRIVE, 0.5 METER (1.6 FEET) SOUTHWEST OF POWER POLE
 CJ0390'NUMBER 239387.
 CJ0390
 CJ0390                          STATION RECOVERY (1992)
 CJ0390
 CJ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0390'1.0 KM (0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0390'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 2.8 M (9.2
 CJ0390'FT) EASTERLY ALONG HARBOR VIEW ROAD, THENCE 0.6 KM (0.35 MI)
 CJ0390'SOUTHERLY ALONG NORTH SHORE DRIVE, THENCE 0.3 KM (0.20 MI)
 CJ0390'SOUTHEASTERLY ALONG DILL BLUFF ROAD, THENCE 0.1 KM (0.05 MI)
 CJ0390'SOUTHWESTERLY ALONG WEST CAPERS ROAD, THENCE 0.2 KM (0.10 MI)
 CJ0390'NORTHWESTERLY ALONG JIM ISLE DRIVE, 17.7 M (58.1 FT) SOUTHWEST OF THE
 CJ0390'SOUTH CORNER OF HOUSE NUMBER 738, 13.4 M (44.0 FT) WEST-SOUTHWEST OF
 CJ0390'THE WEST CORNER OF HOUSE NUMBER 744, 8.6 M (28.2 FT) NORTHWEST OF THE
 CJ0390'CENTER OF A DRIVEWAY, 6.6 M (21.7 FT) NORTHEAST OF THE CENTER OF THE
 CJ0390'DRIVE, AND 0.4 M (1.3 FT) SOUTHWEST OF UTILITY POLE NUMBER 239387,
 CJ0390'AND THE MONUMENT IS RECESSED 0.06 M (0.20 FT) BELOW THE GROUND
 CJ0390'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0386 ***********************************************************************
 CJ0386  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0386  DESIGNATION -  866 5775 C TIDAL
 CJ0386  PID         -  CJ0386
 CJ0386  STATE/COUNTY-  SC/CHARLESTON
 CJ0386  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0386
 CJ0386                         *CURRENT SURVEY CONTROL
 CJ0386  ___________________________________________________________________
 CJ0386* NAD 83(1986)-  32 44 37.     (N)    079 56 52.     (W)     SCALED    
 CJ0386* NAVD 88     -         2.527  (meters)       8.29   (feet)  ADJUSTED  
 CJ0386  ___________________________________________________________________
 CJ0386  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 CJ0386  DYNAMIC HT  -           2.525 (meters)       8.28  (feet)  COMP
 CJ0386  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CJ0386
 CJ0386  VERT ORDER  -  FIRST     CLASS II
 CJ0386
 CJ0386.The horizontal coordinates were scaled from a topographic map and have
 CJ0386.an estimated accuracy of +/- 6 seconds.
 CJ0386
 CJ0386.The orthometric height was determined by differential leveling
 CJ0386.and adjusted by the National Geodetic Survey in June 1991..
 CJ0386
 CJ0386.This Tidal Bench Mark is designated as VM 4233
 CJ0386.by the Center for Operational Oceanographic Products and Services.
 CJ0386
 CJ0386.The geoid height was determined by GEOID03.
 CJ0386
 CJ0386.The dynamic height is computed by dividing the NAVD 88
 CJ0386.geopotential number by the normal gravity value computed on the
 CJ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0386.degrees latitude (g = 980.6199 gals.).
 CJ0386
 CJ0386.The modeled gravity was interpolated from observed gravity values.
 CJ0386
 CJ0386;                    North         East    Units  Estimated Accuracy
 CJ0386;SPC SC       -   101,450.      708,210.      MT  (+/- 180 meters Scaled)
 CJ0386
 CJ0386                          SUPERSEDED SURVEY CONTROL
 CJ0386
 CJ0386  NGVD 29 (03/21/89)    2.829  (m)            9.28   (f) ADJUSTED    1 2
 CJ0386
 CJ0386.Superseded values are not recommended for survey control.
 CJ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0386.See file dsdata.txt to determine how the superseded data were derived.
 CJ0386
 CJ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS985233(NAD 83)
 CJ0386_MARKER: DJ = TIDAL STATION DISK
 CJ0386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0386_SP_SET: STAINLESS STEEL ROD
 CJ0386_STAMPING: 5775 C 1982
 CJ0386_MARK LOGO: NOS   
 CJ0386_PROJECTION: FLUSH
 CJ0386_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0386+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0386_ROD/PIPE-DEPTH: 13.4 meters
 CJ0386
 CJ0386  HISTORY     - Date     Condition        Report By
 CJ0386  HISTORY     - 1982     MONUMENTED       NOS
 CJ0386  HISTORY     - 1983     GOOD             SCGS
 CJ0386  HISTORY     - 19920817 GOOD             NGS
 CJ0386
 CJ0386                          STATION DESCRIPTION
 CJ0386
 CJ0386'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0386'2.1 KM (1.3 MI) NE FROM CENTERVILLE.
 CJ0386'THE MARK IS ABOVE LEVEL WITH WEST CAPER ROAD.
 CJ0386'1.0 KILOMETER (0.65 MILE) SOUTH ALONG STATE HIGHWAY 171
 CJ0386'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0386'THENCE 2.9 KILOMETERS (1.8 MILES) SOUTHEAST ALONG COUNTY
 CJ0386'ROAD S-10-1028, THENCE 0.6 KILOMETER (0.4 MILE) SOUTH
 CJ0386'ALONG COUNTY ROAD S-10-95, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0386'SOUTHEAST ALONG DILLS BLUFF ROAD, SET NEAR A POWER POLE, 45.5
 CJ0386'METERS (149.6 FEET) WEST OF THE CENTER LINE OF DILLS BLUFF
 CJ0386'ROAD, 62.5 METERS (204.9 FEET) EAST OF THE APPROXIMATE CENTER
 CJ0386'OF JIM ISLE DRIVE, 9.9 METERS (32.7 FEET) SOUTH SOUTHWEST OF
 CJ0386'THE SOUTHWEST CORNER OF A ONE STORY HOUSE NUMBER 1206,
 CJ0386'1.6 METERS (5.1 FEET) NORTHWEST OF THE POWER POLE NUMBER
 CJ0386'C-4430. 8.5 METERS (28.0 FEET) WEST OF THE APPROXIMATE
 CJ0386'CENTER OF WEST CAPER ROAD.
 CJ0386
 CJ0386                          STATION RECOVERY (1992)
 CJ0386
 CJ0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0386'1.0 KM (0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0386'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 2.8 M (9.2
 CJ0386'FT) EASTERLY ALONG HARBOR VIEW ROAD, THENCE 0.6 KM (0.35 MI)
 CJ0386'SOUTHERLY ALONG NORTH SHORE DRIVE, THENCE 0.3 KM (0.20 MI)
 CJ0386'SOUTHEASTERLY ALONG DILL BLUFF ROAD, 62.5 M (205.1 FT) EAST-NORTHEAST
 CJ0386'OF THE CENTER OF JIM ISLE DRIVE, 45.5 M (149.3 FT) WEST-SOUTHWEST OF
 CJ0386'THE ROAD CENTERLINE, 10.0 M (32.8 FT) SOUTHEAST OF THE NORTHEAST
 CJ0386'CORNER OF HOUSE NUMBER 1212, 9.9 M (32.5 FT) SOUTH-SOUTHWEST OF THE
 CJ0386'SOUTHWEST CORNER OF HOUSE NUMBER 1206, 8.5 M (27.9 FT)
 CJ0386'NORTH-NORTHWEST OF AND LEVEL WITH THE CENTER OF WEST CAPERS ROAD, AND
 CJ0386'1.6 M (5.2 FT) NORTHWEST OF A UTILITY POLE.  NOTE--THE DISK IS
 CJ0386'ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.08 M (0.26 FT) BELOW
 CJ0386'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0387 ***********************************************************************
 CJ0387  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0387  DESIGNATION -  866 5775 D TIDAL
 CJ0387  PID         -  CJ0387
 CJ0387  STATE/COUNTY-  SC/CHARLESTON
 CJ0387  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0387
 CJ0387                         *CURRENT SURVEY CONTROL
 CJ0387  ___________________________________________________________________
 CJ0387* NAD 83(1986)-  32 44 34.     (N)    079 56 56.     (W)     SCALED    
 CJ0387* NAVD 88     -         2.581  (meters)       8.47   (feet)  ADJUSTED  
 CJ0387  ___________________________________________________________________
 CJ0387  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 CJ0387  DYNAMIC HT  -           2.578 (meters)       8.46  (feet)  COMP
 CJ0387  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CJ0387
 CJ0387  VERT ORDER  -  FIRST     CLASS II
 CJ0387
 CJ0387.The horizontal coordinates were scaled from a topographic map and have
 CJ0387.an estimated accuracy of +/- 6 seconds.
 CJ0387
 CJ0387.The orthometric height was determined by differential leveling
 CJ0387.and adjusted by the National Geodetic Survey in June 1991..
 CJ0387
 CJ0387.This Tidal Bench Mark is designated as VM 4234
 CJ0387.by the Center for Operational Oceanographic Products and Services.
 CJ0387
 CJ0387.The geoid height was determined by GEOID03.
 CJ0387
 CJ0387.The dynamic height is computed by dividing the NAVD 88
 CJ0387.geopotential number by the normal gravity value computed on the
 CJ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0387.degrees latitude (g = 980.6199 gals.).
 CJ0387
 CJ0387.The modeled gravity was interpolated from observed gravity values.
 CJ0387
 CJ0387;                    North         East    Units  Estimated Accuracy
 CJ0387;SPC SC       -   101,360.      708,100.      MT  (+/- 180 meters Scaled)
 CJ0387
 CJ0387                          SUPERSEDED SURVEY CONTROL
 CJ0387
 CJ0387  NGVD 29 (03/21/89)    2.882  (m)            9.46   (f) ADJUSTED    1 2
 CJ0387
 CJ0387.Superseded values are not recommended for survey control.
 CJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0387.See file dsdata.txt to determine how the superseded data were derived.
 CJ0387
 CJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS984232(NAD 83)
 CJ0387_MARKER: DJ = TIDAL STATION DISK
 CJ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0387_SP_SET: CONCRETE POST
 CJ0387_STAMPING: 5775 D 1982
 CJ0387_MARK LOGO: NOS   
 CJ0387_PROJECTION: FLUSH
 CJ0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0387+STABILITY: SURFACE MOTION
 CJ0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0387+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0387
 CJ0387  HISTORY     - Date     Condition        Report By
 CJ0387  HISTORY     - 1982     MONUMENTED       NOS
 CJ0387  HISTORY     - 1983     GOOD             SCGS
 CJ0387  HISTORY     - 19920817 GOOD             NGS
 CJ0387
 CJ0387                          STATION DESCRIPTION
 CJ0387
 CJ0387'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0387'2.1 KM (1.3 MI) NE FROM CENTERVILLE.
 CJ0387'THE MARK IS 0.30 M BELOW WEST CAPERS ROAD.
 CJ0387'1.0 KILOMETER (0.6 MILE) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0387'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, THENCE
 CJ0387'2.9 KILOMETERS (1.8 MILES) SOUTHEAST ALONG COUNTY ROAD
 CJ0387'S-10-1028, THENCE 0.6 KILOMETER (0.4 MILE) SOUTH ALONG COUNTY
 CJ0387'ROAD S-10-95, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG
 CJ0387'DILLS BLUFF ROAD, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHWEST
 CJ0387'ALONG WEST CAPERS ROAD, SET NEAR A POWER POLE, 15.9
 CJ0387'METERS (52.6 FEET) SOUTH OF THE SOUTHWEST CORNER OF A
 CJ0387'BRICK HOUSE, 5.7 METERS (19.0 FEET) NORTH NORTHWEST OF THE
 CJ0387'APPROXIMATE CENTER OF WEST CAPERS ROAD, 4.4 METERS
 CJ0387'(14.8 FEET) WEST SOUTHWEST OF THE APPROXIMATE CENTER OF PAVED
 CJ0387'DRIVE, 1.1 METER (3.7 FEET) SOUTH SOUTHEAST OF POWER POLE
 CJ0387'NUMBER 175673.
 CJ0387
 CJ0387                          STATION RECOVERY (1992)
 CJ0387
 CJ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0387'1.0 KM (0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0387'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 2.8 M (9.2
 CJ0387'FT) EASTERLY ALONG HARBOR VIEW ROAD, THENCE 0.6 KM (0.35 MI)
 CJ0387'SOUTHERLY ALONG NORTH SHORE DRIVE, THENCE 0.3 KM (0.20 MI)
 CJ0387'SOUTHEASTERLY ALONG DILL BLUFF ROAD, THENCE 0.2 KM (0.10 MI)
 CJ0387'SOUTHWESTERLY ALONG WEST CAPERS ROAD, 51.9 M (170.3 FT) NORTHEAST OF
 CJ0387'THE CENTER OF CONDON DRIVE, 15.9 M (52.2 FT) SOUTH OF THE SOUTHWEST
 CJ0387'CORNER OF HOUSE NUMBER 1232, 6.0 M (19.7 FT) NORTHWEST OF AND LEVEL
 CJ0387'WITH THE ROAD CENTER, 4.4 M (14.4 FT) SOUTHWEST OF THE CENTER OF A
 CJ0387'DRIVEWAY, 1.1 M (3.6 FT) SOUTHEAST OF UTILITY POLE NUMBER 175673, AND
 CJ0387'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0388 ***********************************************************************
 CJ0388  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0388  DESIGNATION -  866 5775 E TIDAL
 CJ0388  PID         -  CJ0388
 CJ0388  STATE/COUNTY-  SC/CHARLESTON
 CJ0388  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0388
 CJ0388                         *CURRENT SURVEY CONTROL
 CJ0388  ___________________________________________________________________
 CJ0388* NAD 83(1986)-  32 44 34.     (N)    079 56 59.     (W)     SCALED    
 CJ0388* NAVD 88     -         2.659  (meters)       8.72   (feet)  ADJUSTED  
 CJ0388  ___________________________________________________________________
 CJ0388  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 CJ0388  DYNAMIC HT  -           2.656 (meters)       8.71  (feet)  COMP
 CJ0388  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CJ0388
 CJ0388  VERT ORDER  -  FIRST     CLASS II
 CJ0388
 CJ0388.The horizontal coordinates were scaled from a topographic map and have
 CJ0388.an estimated accuracy of +/- 6 seconds.
 CJ0388
 CJ0388.The orthometric height was determined by differential leveling
 CJ0388.and adjusted by the National Geodetic Survey in June 1991..
 CJ0388
 CJ0388.This Tidal Bench Mark is designated as VM 4235
 CJ0388.by the Center for Operational Oceanographic Products and Services.
 CJ0388
 CJ0388.The geoid height was determined by GEOID03.
 CJ0388
 CJ0388.The dynamic height is computed by dividing the NAVD 88
 CJ0388.geopotential number by the normal gravity value computed on the
 CJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0388.degrees latitude (g = 980.6199 gals.).
 CJ0388
 CJ0388.The modeled gravity was interpolated from observed gravity values.
 CJ0388
 CJ0388;                    North         East    Units  Estimated Accuracy
 CJ0388;SPC SC       -   101,360.      708,030.      MT  (+/- 180 meters Scaled)
 CJ0388
 CJ0388                          SUPERSEDED SURVEY CONTROL
 CJ0388
 CJ0388  NGVD 29 (03/21/89)    2.960  (m)            9.71   (f) ADJUSTED    1 2
 CJ0388
 CJ0388.Superseded values are not recommended for survey control.
 CJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0388.See file dsdata.txt to determine how the superseded data were derived.
 CJ0388
 CJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS983232(NAD 83)
 CJ0388_MARKER: DJ = TIDAL STATION DISK
 CJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0388_SP_SET: CONCRETE POST
 CJ0388_STAMPING: 5775 E 1982
 CJ0388_MARK LOGO: NOS   
 CJ0388_PROJECTION: RECESSED 7 CENTIMETERS
 CJ0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0388
 CJ0388  HISTORY     - Date     Condition        Report By
 CJ0388  HISTORY     - 1982     MONUMENTED       NOS
 CJ0388  HISTORY     - 1983     GOOD             SCGS
 CJ0388  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0388
 CJ0388                          STATION DESCRIPTION
 CJ0388
 CJ0388'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0388'2.1 KM (1.3 MI) NE FROM CENTERVILLE.
 CJ0388'1.0 KILOMETER (0.65 MILE) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0388'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, THENCE
 CJ0388'2.9 KILOMETERS (1.8 MILES) SOUTHEAST ALONG COUNTY ROAD S-10-1028,
 CJ0388'THENCE 0.6 KILOMETER (0.4 MILE) SOUTH ALONG COUNTY ROAD S-10-95,
 CJ0388'THENCE 0.25 KILOMETER (0.15 MILE) SOUTHEAST ALONG DILLS BLUFF
 CJ0388'ROAD, THENCE 0.25 KILOMETER (0.15 MILE) SOUTHWEST ALONG WEST
 CJ0388'CAPERS ROAD, THENCE 0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG
 CJ0388'CONDON DRIVE, SET NEAR A POWER POLE, 23.9 METERS (78.5 FEET)
 CJ0388'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY HOUSE,
 CJ0388'17.7 METERS (52.8 FEET) NORTHEAST OF THE NORTHEAST CORNER OF
 CJ0388'A ONE STORY HOUSE RESIDENCE OF G D DUNCAN, 6.1 METERS (20.0
 CJ0388'FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF CONDON DRIVE, 1.2
 CJ0388'METERS (4.0 FEET) NORTH NORTHEAST OF POWER POLE NUMBER 239384.
 CJ0388'THE MARK IS ABOVE LEVEL WITH CONDON DRIVE.
 CJ0388
 CJ0388                          STATION RECOVERY (1992)
 CJ0388
 CJ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0388'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3003 ***********************************************************************
 CK3003  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3003  DESIGNATION -  866 5814 A TIDAL
 CK3003  PID         -  CK3003
 CK3003  STATE/COUNTY-  SC/COLLETON
 CK3003  USGS QUAD   -  GREEN POND (1988)
 CK3003
 CK3003                         *CURRENT SURVEY CONTROL
 CK3003  ___________________________________________________________________
 CK3003* NAD 83(1986)-  32 44 33.     (N)    080 33 23.     (W)     SCALED    
 CK3003* NAVD 88     -         1.565  (meters)       5.13   (feet)  ADJUSTED  
 CK3003  ___________________________________________________________________
 CK3003  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK3003  DYNAMIC HT  -           1.564 (meters)       5.13  (feet)  COMP
 CK3003  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 CK3003
 CK3003  VERT ORDER  -  FIRST     CLASS II
 CK3003
 CK3003.The horizontal coordinates were scaled from a topographic map and have
 CK3003.an estimated accuracy of +/- 6 seconds.
 CK3003
 CK3003.The orthometric height was determined by differential leveling
 CK3003.and adjusted by the National Geodetic Survey in June 1991..
 CK3003
 CK3003.This Tidal Bench Mark is designated as VM 4236
 CK3003.by the Center for Operational Oceanographic Products and Services.
 CK3003
 CK3003.The geoid height was determined by GEOID03.
 CK3003
 CK3003.The dynamic height is computed by dividing the NAVD 88
 CK3003.geopotential number by the normal gravity value computed on the
 CK3003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3003.degrees latitude (g = 980.6199 gals.).
 CK3003
 CK3003.The modeled gravity was interpolated from observed gravity values.
 CK3003
 CK3003;                    North         East    Units  Estimated Accuracy
 CK3003;SPC SC       -   100,920.      651,170.      MT  (+/- 180 meters Scaled)
 CK3003
 CK3003                          SUPERSEDED SURVEY CONTROL
 CK3003
 CK3003  NGVD 29 (03/21/89)    1.849  (m)            6.07   (f) ADJUSTED    1 2
 CK3003
 CK3003.Superseded values are not recommended for survey control.
 CK3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3003.See file dsdata.txt to determine how the superseded data were derived.
 CK3003
 CK3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS415228(NAD 83)
 CK3003_MARKER: DJ = TIDAL STATION DISK
 CK3003_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK3003_SP_SET: COPPER-CLAD STEEL ROD
 CK3003_STAMPING: 5814 A 1977
 CK3003_MARK LOGO: NOS   
 CK3003_PROJECTION: RECESSED 5 CENTIMETERS
 CK3003_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3003+STABILITY: POSITION/ELEVATION WELL
 CK3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3003+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 CK3003_ROD/PIPE-DEPTH: 4.90 meters
 CK3003
 CK3003  HISTORY     - Date     Condition        Report By
 CK3003  HISTORY     - 1977     MONUMENTED       NOS
 CK3003  HISTORY     - 1983     GOOD             SCGS
 CK3003  HISTORY     - 20050725 GOOD             SCGS
 CK3003
 CK3003                          STATION DESCRIPTION
 CK3003
 CK3003'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3003'5.1 KM (3.2 MI) EAST FROM GREEN POND.
 CK3003'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3003'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3003'COUNTY ROAD S-15-99, THENCE 4.7 KILOMETERS (2.95 MILES) NORTHERLY
 CK3003'ALONG U.S. HIGHWAY 17, SET NEAR THE ENTRANCE TO A BOAT DOCK,
 CK3003'29.3 METERS (96.0 FEET) SOUTHEAST OF 866 5814 B TIDAL, 16.5 METERS
 CK3003'(54.0 FEET) NORTHEAST OF A POWER POLE THAT IS BEING USED AS A YARD
 CK3003'LIGHT, 17.4 METERS (57.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 CK3003'CENTER OF A PAVED BOAT RAMP, 3.7 METERS (12.0 FEET) WEST-SOUTHWEST OF
 CK3003'THE WEST BANK OF THE RIVER.
 CK3003'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3003
 CK3003                          STATION RECOVERY (2005)
 CK3003
 CK3003'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3003'STATION IS LOCATED 3.5 MI (5.63 KM) EAST-NORTHEAST OF GREEN POND, 12.8
 CK3003'MI (20.6 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH CAROLINA
 CK3003'DEPARTMENT OF NATURAL RESOURCES, 585 DONNELLEY DRIVE, GREEN POND, SC
 CK3003'29446 PHONE 843-844-8957.  TO REACH THE STATION FROM THE JUNCTION OF
 CK3003'U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND
 CK3003'HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK3003'NORTHEAST ON HIGHWAY 17 FOR 3.95 MI (6.36 KM) TO A THE JUNCTION OF A
 CK3003'PAVED ROAD (CLOVER HILL ROAD), TURN RIGHT ON THE PAVED ROAD FOR 0.15
 CK3003'MI (0.24 KM) TO THE STATION ON THE LEFT NEAR A PINE TREE. STATION IS A
 CK3003'DISK ATTACHED TO A COPPER-CLAD ROD RECESSED 0.2 FT (0.1 M) AND 3.0 FT
 CK3003'(0.9 M) ABOVE THE BOAT RAMP, 56.5 FT (17.2 M) NORTHWEST OF THE CENTER
 CK3003'OF THE BOAT RAMP, 16.7 FT (5.1 M) SOUTH SOUTHEAST OF THE 1.9-FOOT PINE
 CK3003'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 53.8 FT (16.4 M) EAST
 CK3003'NORTHEAST OF A POWER POLE NUMBER 30/205484 WITH A SECURITY LIGHT,
 CK3003'TRANSFORMER AND TWO GUY WIRES, 34.6 FT (10.5 M) NORTH NORTHEAST OF A
 CK3003'2.7-FOOT LIVE OAK TREE, 96.0 FT (29.3 M) EAST SOUTHEAST OF TIDAL BENCH
 CK3003'MARK 866 5814 B TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3002 ***********************************************************************
 CK3002  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3002  DESIGNATION -  866 5814 B TIDAL
 CK3002  PID         -  CK3002
 CK3002  STATE/COUNTY-  SC/COLLETON
 CK3002  USGS QUAD   -  GREEN POND (1988)
 CK3002
 CK3002                         *CURRENT SURVEY CONTROL
 CK3002  ___________________________________________________________________
 CK3002* NAD 83(1986)-  32 44 33.     (N)    080 33 23.     (W)     SCALED    
 CK3002* NAVD 88     -         1.544  (meters)       5.07   (feet)  ADJUSTED  
 CK3002  ___________________________________________________________________
 CK3002  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK3002  DYNAMIC HT  -           1.543 (meters)       5.06  (feet)  COMP
 CK3002  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 CK3002
 CK3002  VERT ORDER  -  FIRST     CLASS II
 CK3002
 CK3002.The horizontal coordinates were scaled from a topographic map and have
 CK3002.an estimated accuracy of +/- 6 seconds.
 CK3002
 CK3002.The orthometric height was determined by differential leveling
 CK3002.and adjusted by the National Geodetic Survey in June 1991..
 CK3002
 CK3002.This Tidal Bench Mark is designated as VM 4237
 CK3002.by the Center for Operational Oceanographic Products and Services.
 CK3002
 CK3002.The geoid height was determined by GEOID03.
 CK3002
 CK3002.The dynamic height is computed by dividing the NAVD 88
 CK3002.geopotential number by the normal gravity value computed on the
 CK3002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3002.degrees latitude (g = 980.6199 gals.).
 CK3002
 CK3002.The modeled gravity was interpolated from observed gravity values.
 CK3002
 CK3002;                    North         East    Units  Estimated Accuracy
 CK3002;SPC SC       -   100,920.      651,170.      MT  (+/- 180 meters Scaled)
 CK3002
 CK3002                          SUPERSEDED SURVEY CONTROL
 CK3002
 CK3002  NGVD 29 (03/21/89)    1.828  (m)            6.00   (f) ADJUSTED    1 2
 CK3002
 CK3002.Superseded values are not recommended for survey control.
 CK3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3002.See file dsdata.txt to determine how the superseded data were derived.
 CK3002
 CK3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS415228(NAD 83)
 CK3002_MARKER: DJ = TIDAL STATION DISK
 CK3002_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK3002_SP_SET: COPPER-CLAD STEEL ROD
 CK3002_STAMPING: 5814 B 1977
 CK3002_MARK LOGO: NOS   
 CK3002_PROJECTION: FLUSH
 CK3002_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3002+STABILITY: POSITION/ELEVATION WELL
 CK3002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3002+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 CK3002_ROD/PIPE-DEPTH: 4.9  meters
 CK3002
 CK3002  HISTORY     - Date     Condition        Report By
 CK3002  HISTORY     - 1977     MONUMENTED       NOS
 CK3002  HISTORY     - 1983     GOOD             SCGS
 CK3002  HISTORY     - 20050725 GOOD             SCGS
 CK3002
 CK3002                          STATION DESCRIPTION
 CK3002
 CK3002'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3002'5.1 KM (3.2 MI) EAST FROM GREEN POND.
 CK3002'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3002'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3002'COUNTY ROAD S-15-99, THENCE 4.7 KILOMETERS (2.95 MILES) NORTHERLY
 CK3002'ALONG U.S. HIGHWAY 17, SET NEAR THE FIRST POWER POLE ON THE WEST SIDE
 CK3002'OF THE ASHEPOO RIVER, 20.6 METERS (67.5 FEET) SOUTH-SOUTHEAST OF THE
 CK3002'CENTERLINE OF U.S. HIGHWAY 17, 18.5 METERS (61.0 FEET) EAST-SOUTHEAST
 CK3002'OF THE SOUTHWEST CORNER OF THE BRIDGE THAT CROSSES THE ASHEPOO RIVER,
 CK3002'23.1 METERS (76.0 FEET) NORTHWEST OF A POWER POLE USED AS A YARD LIGHT
 CK3002'FOR A TRAILER COURT, 12.5 METERS (41.0 FEET) WEST-SOUTHWEST OF THE
 CK3002'APPROXIMATE EDGE OF THE WEST BANK OF THE RIVER, 1.9 METERS (6.2 FEET)
 CK3002'EAST-SOUTHEAST OF POWER POLE NUMBER 4939
 CK3002'THE MARK IS 3.6 M BELOW HIGHWAY 17.
 CK3002
 CK3002                          STATION RECOVERY (2005)
 CK3002
 CK3002'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3002'STATION IS LOCATED 3.4 MI (5.47 KM) EAST-NORTHEAST OF GREEN POND, 12.8
 CK3002'MI (20.6 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK3002'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3002'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3002'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3002'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3002'HIGHWAY 17 FOR 3.95 MI (6.36 KM) TO A THE JUNCTION OF A PAVED ROAD
 CK3002'(CLOVER HILL ROAD), TURN RIGHT ON THE PAVED ROAD FOR 0.15 MI (0.24 KM)
 CK3002'TO A BOAT RAMP AND THE STATION ON THE LEFT NEAR A POWER POLE AT THE
 CK3002'SOUTH CORNER OF THE BRIDGE OVER THE ASHEPOO RIVER. STATION IS A DISK
 CK3002'ATTACHED TO A COPPER-CLAD ROD FLUSH WITH THE GROUND AND 10.0 FT (3.0
 CK3002'M) BELOW THE HIGHWAY, 61.0 FT (18.6 M) SOUTH SOUTHEAST OF THE CENTER
 CK3002'OF THE HIGHWAY, 5.1 FT (1.6 M) SOUTH OF THE POWER POLE NUMBER 424136,
 CK3002'76.1 FT (129300.1 M) NORTHWEST OF A POWER POLE NUMBER 30/205484 WITH
 CK3002'SECURITY LIGHT, TRANSFORMER AND TWO GUY WIRES, 73.6 FT (22.4 M)
 CK3002'NORTHEAST OF A 3.4-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 CK3002'ATTACHED, 89.7 FT (27.3 M) WEST OF A 1.9-FOOT PINE TREE WITH A SCGS
 CK3002'REFERENCE WASHER ATTACHED, 96.0 FT (29.3 M) WEST NORTHWEST OF TIDAL
 CK3002'BENCH MARK 866 5814 A TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3004 ***********************************************************************
 CK3004  DESIGNATION -  866 5814 F TIDAL
 CK3004  PID         -  CK3004
 CK3004  STATE/COUNTY-  SC/COLLETON
 CK3004  USGS QUAD   -  GREEN POND (1988)
 CK3004
 CK3004                         *CURRENT SURVEY CONTROL
 CK3004  ___________________________________________________________________
 CK3004* NAD 83(1986)-  32 44 33.     (N)    080 33 23.     (W)     SCALED    
 CK3004* NAVD 88     -         1.864  (meters)       6.12   (feet)  ADJUSTED  
 CK3004  ___________________________________________________________________
 CK3004  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK3004  DYNAMIC HT  -           1.862 (meters)       6.11  (feet)  COMP
 CK3004  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 CK3004
 CK3004  VERT ORDER  -  FIRST     CLASS II
 CK3004
 CK3004.The horizontal coordinates were scaled from a topographic map and have
 CK3004.an estimated accuracy of +/- 6 seconds.
 CK3004
 CK3004.The orthometric height was determined by differential leveling
 CK3004.and adjusted by the National Geodetic Survey in June 1991..
 CK3004
 CK3004.The geoid height was determined by GEOID03.
 CK3004
 CK3004.The dynamic height is computed by dividing the NAVD 88
 CK3004.geopotential number by the normal gravity value computed on the
 CK3004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3004.degrees latitude (g = 980.6199 gals.).
 CK3004
 CK3004.The modeled gravity was interpolated from observed gravity values.
 CK3004
 CK3004;                    North         East    Units  Estimated Accuracy
 CK3004;SPC SC       -   100,920.      651,170.      MT  (+/- 180 meters Scaled)
 CK3004
 CK3004                          SUPERSEDED SURVEY CONTROL
 CK3004
 CK3004  NGVD 29 (03/21/89)    2.147  (m)            7.04   (f) ADJUSTED    1 2
 CK3004
 CK3004.Superseded values are not recommended for survey control.
 CK3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3004.See file dsdata.txt to determine how the superseded data were derived.
 CK3004
 CK3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS415228(NAD 83)
 CK3004_MARKER: DJ = TIDAL STATION DISK
 CK3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3004_SP_SET: CONCRETE POST
 CK3004_STAMPING: 5814 F 1981
 CK3004_MARK LOGO: NOS   
 CK3004_PROJECTION: RECESSED 5 CENTIMETERS
 CK3004_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3004+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 CK3004
 CK3004  HISTORY     - Date     Condition        Report By
 CK3004  HISTORY     - 1981     MONUMENTED       NOS
 CK3004  HISTORY     - 1983     GOOD             SCGS
 CK3004  HISTORY     - 20050725 GOOD             SCGS
 CK3004
 CK3004                          STATION DESCRIPTION
 CK3004
 CK3004'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3004'5.1 KM (3.2 MI) EAST FROM GREEN POND.
 CK3004'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3004'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3004'COUNTY ROAD S-15-99, THENCE 4.7 KILOMETERS (2.95 MILES) NORTHERLY
 CK3004'ALONG U.S. HIGHWAY 17, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 CK3004'OF A GRAVEL ROAD ON THE WEST SIDE OF THE ASHEPOO RIVER, 18.7 METERS
 CK3004'(61.3 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S.  HIGHWAY 17,
 CK3004'11.3 METERS (37.7 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF THE
 CK3004'GRAVEL ROAD, 3.3 METERS (10.8 FEET) WEST-NORTHWEST OF A DOUBLE GUY
 CK3004'WIRE ANCHOR, 1.5 METERS (4.7 FEET) SOUTH OF POWER POLE NUMBER 30.
 CK3004'THE MARK IS 0.9 M BELOW HIGHWAY 17.
 CK3004
 CK3004                          STATION RECOVERY (2005)
 CK3004
 CK3004'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3004'STATION IS LOCATED 3.3 MI (5.31 KM) EAST-NORTHEAST OF GREEN POND, 12.8
 CK3004'MI (20.6 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK3004'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3004'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3004'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3004'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3004'HIGHWAY 17 FOR 3.95 MI (6.36 KM) TO THE STATION ON THE RIGHT NEAR A
 CK3004'POWER POLE IN THE SOUTHEAST ANGLE OF A PAVED ROAD (CLOVER HILL ROAD).
 CK3004'STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1 M) AND 3.0 FT (0.9 M)
 CK3004'BELOW THE HIGHWAY, 61.0 FT (18.6 M) SOUTH SOUTHEAST OF THE CENTER OF
 CK3004'THE HIGHWAY, 37.0 FT (11.3 M) NORTHEAST OF THE CENTER OF THE ROAD, 5.0
 CK3004'FT (1.5 M) SOUTH SOUTHWEST OF THE POWER POLE NUMBER 34904/75 WITH
 CK3004'THREE GUY WIRES, 35.7 FT (10.9 M) EAST OF THE NORTHEAST END OF A
 CK3004'2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 11.6 FT (3.5 M)
 CK3004'NORTHWEST OF A WITNESS POST AT A GUY WIRE ANCHOR. RECOVERED BY R.P.
 CK3004'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3000 ***********************************************************************
 CK3000  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3000  DESIGNATION -  866 5814 G TIDAL
 CK3000  PID         -  CK3000
 CK3000  STATE/COUNTY-  SC/COLLETON
 CK3000  USGS QUAD   -  GREEN POND (1988)
 CK3000
 CK3000                         *CURRENT SURVEY CONTROL
 CK3000  ___________________________________________________________________
 CK3000* NAD 83(1986)-  32 44 33.     (N)    080 33 23.     (W)     SCALED    
 CK3000* NAVD 88     -         1.665  (meters)       5.46   (feet)  ADJUSTED  
 CK3000  ___________________________________________________________________
 CK3000  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK3000  DYNAMIC HT  -           1.663 (meters)       5.46  (feet)  COMP
 CK3000  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 CK3000
 CK3000  VERT ORDER  -  FIRST     CLASS II
 CK3000
 CK3000.The horizontal coordinates were scaled from a topographic map and have
 CK3000.an estimated accuracy of +/- 6 seconds.
 CK3000
 CK3000.The orthometric height was determined by differential leveling
 CK3000.and adjusted by the National Geodetic Survey in June 1991..
 CK3000
 CK3000.This Tidal Bench Mark is designated as VM 4238
 CK3000.by the Center for Operational Oceanographic Products and Services.
 CK3000
 CK3000.The geoid height was determined by GEOID03.
 CK3000
 CK3000.The dynamic height is computed by dividing the NAVD 88
 CK3000.geopotential number by the normal gravity value computed on the
 CK3000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3000.degrees latitude (g = 980.6199 gals.).
 CK3000
 CK3000.The modeled gravity was interpolated from observed gravity values.
 CK3000
 CK3000;                    North         East    Units  Estimated Accuracy
 CK3000;SPC SC       -   100,920.      651,170.      MT  (+/- 180 meters Scaled)
 CK3000
 CK3000                          SUPERSEDED SURVEY CONTROL
 CK3000
 CK3000  NGVD 29 (03/21/89)    1.949  (m)            6.39   (f) ADJUSTED    1 2
 CK3000
 CK3000.Superseded values are not recommended for survey control.
 CK3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3000.See file dsdata.txt to determine how the superseded data were derived.
 CK3000
 CK3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS415228(NAD 83)
 CK3000_MARKER: DJ = TIDAL STATION DISK
 CK3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3000_SP_SET: CONCRETE POST
 CK3000_STAMPING: 5814 G 1981
 CK3000_MARK LOGO: NOS   
 CK3000_PROJECTION: PROJECTING 7 CENTIMETERS
 CK3000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3000
 CK3000  HISTORY     - Date     Condition        Report By
 CK3000  HISTORY     - 1981     MONUMENTED       NOS
 CK3000  HISTORY     - 1983     GOOD             SCGS
 CK3000  HISTORY     - 20050725 MARK NOT FOUND   SCGS
 CK3000
 CK3000                          STATION DESCRIPTION
 CK3000
 CK3000'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3000'5.1 KM (3.2 MI) EAST FROM GREEN POND.
 CK3000'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3000'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3000'COUNTY ROAD S-15-99, THENCE 4.7 KILOMETERS (2.95 MILES) NORTHERLY
 CK3000'ALONG U.S. HIGHWAY 17, SET NEAR A TELEPHONE JUNCTION BOX JUST EAST OF
 CK3000'866 5814 F TIDAL, 110.9 METERS (363.9 FEET) SOUTHWEST OF 866 5814 B
 CK3000'TIDAL, 45.8 METERS (150.5 FEET) NORTH-NORTHEAST OF 866 5814 F TIDAL,
 CK3000'18.8 METERS (62.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S.
 CK3000'HIGHWAY 17, 1.3 METERS (4.7 FEET) SOUTH-SOUTHWEST OF TELEPHONE
 CK3000'JUNCTION BOX NUMBER A 79261.
 CK3000'THE MARK IS 3.0 M BELOW HIGHWAY 17.
 CK3000
 CK3000                          STATION RECOVERY (2005)
 CK3000
 CK3000'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK3000'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3001 ***********************************************************************
 CK3001  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3001  DESIGNATION -  866 5814 H TIDAL
 CK3001  PID         -  CK3001
 CK3001  STATE/COUNTY-  SC/COLLETON
 CK3001  USGS QUAD   -  GREEN POND (1988)
 CK3001
 CK3001                         *CURRENT SURVEY CONTROL
 CK3001  ___________________________________________________________________
 CK3001* NAD 83(1986)-  32 44 33.     (N)    080 33 23.     (W)     SCALED    
 CK3001* NAVD 88     -         3.577  (meters)      11.74   (feet)  ADJUSTED  
 CK3001  ___________________________________________________________________
 CK3001  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK3001  DYNAMIC HT  -           3.573 (meters)      11.72  (feet)  COMP
 CK3001  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 CK3001
 CK3001  VERT ORDER  -  FIRST     CLASS II
 CK3001
 CK3001.The horizontal coordinates were scaled from a topographic map and have
 CK3001.an estimated accuracy of +/- 6 seconds.
 CK3001
 CK3001.The orthometric height was determined by differential leveling
 CK3001.and adjusted by the National Geodetic Survey in June 1991..
 CK3001
 CK3001.This Tidal Bench Mark is designated as VM 4239
 CK3001.by the Center for Operational Oceanographic Products and Services.
 CK3001
 CK3001.The geoid height was determined by GEOID03.
 CK3001
 CK3001.The dynamic height is computed by dividing the NAVD 88
 CK3001.geopotential number by the normal gravity value computed on the
 CK3001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3001.degrees latitude (g = 980.6199 gals.).
 CK3001
 CK3001.The modeled gravity was interpolated from observed gravity values.
 CK3001
 CK3001;                    North         East    Units  Estimated Accuracy
 CK3001;SPC SC       -   100,920.      651,170.      MT  (+/- 180 meters Scaled)
 CK3001
 CK3001                          SUPERSEDED SURVEY CONTROL
 CK3001
 CK3001  NGVD 29 (03/21/89)    3.861  (m)           12.67   (f) ADJUSTED    1 2
 CK3001
 CK3001.Superseded values are not recommended for survey control.
 CK3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3001.See file dsdata.txt to determine how the superseded data were derived.
 CK3001
 CK3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS415228(NAD 83)
 CK3001_MARKER: DJ = TIDAL STATION DISK
 CK3001_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK3001_SP_SET: RETAINING WALL OF BRIDGE
 CK3001_STAMPING: 5814 H 1981
 CK3001_MARK LOGO: NOS   
 CK3001_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3001+STABILITY: SURFACE MOTION
 CK3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3001+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 CK3001
 CK3001  HISTORY     - Date     Condition        Report By
 CK3001  HISTORY     - 1981     MONUMENTED       NOS
 CK3001  HISTORY     - 1983     GOOD             SCGS
 CK3001  HISTORY     - 19920309 GOOD             SCGS
 CK3001  HISTORY     - 20050725 GOOD             SCGS
 CK3001
 CK3001                          STATION DESCRIPTION
 CK3001
 CK3001'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3001'5.1 KM (3.2 MI) EAST FROM GREEN POND.
 CK3001'THE MARK IS 0.3 M ABOVE HIGHWAY 17.
 CK3001'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3001'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3001'COUNTY ROAD S-15-99, THENCE 4.7 KILOMETERS (2.95 MILES) NORTHERLY
 CK3001'ALONG U.S. HIGHWAY 17, SET IN THE SOUTHWEST CORNER OF THE BRIDGE THAT
 CK3001'CROSSES THE ASHEPOO RIVER.
 CK3001
 CK3001                          STATION RECOVERY (1992)
 CK3001
 CK3001'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 CK3001'STATION IS LOCATED 3.5 MILES (5.6 KM) EAST NORTHEAST OF GREEN POND,
 CK3001'0.7 MILE (1.1 KM) WEST SOUTHWEST OF ASHEPOO. OWNERSHIP--SCDHPT,
 CK3001'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3001'803-737-1350.
 CK3001'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK3001'HIGHWAY 303, 1.5 MILES (2.4 KM) SOUTH SOUTHEAST OF GREEN POND, GO
 CK3001'NORTHEAST ON HIGHWAY 17 FOR 3.95 MILES (6.36 KM) TO THE WEST END OF
 CK3001'THE ASHEPOO RIVER BRIDGE AND THE STATION IN THE NORTHWEST WINGWALL.
 CK3001'STATION IS A DRILL MARK IN WINGWALL OF BRIDGE AND 0.5 FOOT (15.2 CM)
 CK3001'ABOVE THE HIGWAY, 18.0 FEET (5.5 M) NORTHWEST OF THE CENTER OF THE
 CK3001'HIGHWAY, 0.6 FOOT (18.3 CM) EAST OF THE NORTHWEST CORNER OF THE
 CK3001'WINGWALL, 11.4 FEET (3.5 M) SOUTH SOUTHEAST OF A TELEPHONE POLE
 CK3001'30/PL/18 WITH GUY WIRE, 71.8 FEET (21.9 M) SOUTHEAST OF THE SOUTHWEST
 CK3001'CORNER OF THE BRICK PILLAR UNDER THE SOUTHWEST CORNER OF A PORCH ON A
 CK3001'WOODEN HOUSE BUILT PARTIALLY OVER THE RIVER, 37.0 FEET (11.3 M)
 CK3001'NORTHWEST OF HORIZONTAL STATION 15 115, 38.5 FEET (11.7 M) NORTHWEST
 CK3001'OF A WITNESS POST.
 CK3001'RECOVERED BY C.E. GEOGHEGAN.
 CK3001
 CK3001                          STATION RECOVERY (2005)
 CK3001
 CK3001'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3001'STATION IS LOCATED 3.4 MI (5.47 KM) EAST-NORTHEAST OF GREEN POND, 12.8
 CK3001'MI (20.6 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT,
 CK3001'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3001'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3001'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3001'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3001'HIGHWAY 17 FOR 4.0 MI (6.44 KM) TO THE STATION ON THE LEFT SET IN THE
 CK3001'WINGWALL AT THE NORTHWEST CORNER OF THE BRIDGE OVER THE ASHEPOO RIVER.
 CK3001'STATION IS A DISK SET IN A DRILL HOLE IN THE WINGWALL AND 0.5 FT (0.2
 CK3001'M) ABOVE THE HIGHWAY, 18.0 FT (5.5 M) NORTH NORTHWEST OF THE CENTER OF
 CK3001'THE HIGHWAY, 2.2 FT (0.7 M) NORTH NORTHWEST OF THE WEST CORNER OF A
 CK3001'CONCRETE BRIDGE RAIL, 33.6 FT (10.2 M) SOUTH SOUTHWEST OF A POWER POLE
 CK3001'WITH GUY WIRE. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3127 ***********************************************************************
 CK3127  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3127  DESIGNATION -  866 6017 D TIDAL
 CK3127  PID         -  CK3127
 CK3127  STATE/COUNTY-  SC/COLLETON
 CK3127  USGS QUAD   -  FENWICK (1960)
 CK3127
 CK3127                         *CURRENT SURVEY CONTROL
 CK3127  ___________________________________________________________________
 CK3127* NAD 83(1986)-  32 42 46.     (N)    080 26 29.     (W)     SCALED    
 CK3127* NAVD 88     -         2.002  (meters)       6.57   (feet)  ADJUSTED  
 CK3127  ___________________________________________________________________
 CK3127  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CK3127  DYNAMIC HT  -           2.000 (meters)       6.56  (feet)  COMP
 CK3127  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CK3127
 CK3127  VERT ORDER  -  FIRST     CLASS II
 CK3127
 CK3127.The horizontal coordinates were scaled from a topographic map and have
 CK3127.an estimated accuracy of +/- 6 seconds.
 CK3127
 CK3127.The orthometric height was determined by differential leveling
 CK3127.and adjusted by the National Geodetic Survey in June 1991..
 CK3127
 CK3127.This Tidal Bench Mark is designated as VM 4243
 CK3127.by the Center for Operational Oceanographic Products and Services.
 CK3127
 CK3127.The geoid height was determined by GEOID03.
 CK3127
 CK3127.The dynamic height is computed by dividing the NAVD 88
 CK3127.geopotential number by the normal gravity value computed on the
 CK3127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3127.degrees latitude (g = 980.6199 gals.).
 CK3127
 CK3127.The modeled gravity was interpolated from observed gravity values.
 CK3127
 CK3127;                    North         East    Units  Estimated Accuracy
 CK3127;SPC SC       -    97,670.      661,970.      MT  (+/- 180 meters Scaled)
 CK3127
 CK3127                          SUPERSEDED SURVEY CONTROL
 CK3127
 CK3127  NGVD 29 (03/21/89)    2.290  (m)            7.51   (f) ADJUSTED    1 2
 CK3127
 CK3127.Superseded values are not recommended for survey control.
 CK3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3127.See file dsdata.txt to determine how the superseded data were derived.
 CK3127
 CK3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS523195(NAD 83)
 CK3127_MARKER: DJ = TIDAL STATION DISK
 CK3127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3127_SP_SET: STAINLESS STEEL ROD
 CK3127_STAMPING: 6017 D 1978
 CK3127_MARK LOGO: NOS   
 CK3127_PROJECTION: FLUSH
 CK3127_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3127+STABILITY: POSITION/ELEVATION WELL
 CK3127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3127+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK3127_ROD/PIPE-DEPTH: 9.10 meters
 CK3127
 CK3127  HISTORY     - Date     Condition        Report By
 CK3127  HISTORY     - 1978     MONUMENTED       NOS
 CK3127  HISTORY     - 1984     GOOD             SCGS
 CK3127  HISTORY     - 20050803 GOOD             SCGS
 CK3127
 CK3127                          STATION DESCRIPTION
 CK3127
 CK3127'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3127'10.8 KM (6.7 MI) SSE FROM JACKSONBORO.
 CK3127'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK3127'JUNCTION OF STATE HIGHWAY 64 IN JACKSONBORO, THENCE 4.2 KILOMETERS
 CK3127'(2.6 MILES) SOUTHERLY ALONG COUNTY ROAD S-15-30 TO END OF PAVEMENT,
 CK3127'CONTINUE AHEAD 2.6 KILOMETERS (1.6 MILES) SOUTHERLY ALONG A SAND ROAD,
 CK3127'THENCE 0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG A GRASSY ROAD, SET
 CK3127'BETWEEN THE 5TH AND 6TH OAK TREE ON THE RIGHT, 7.5 METERS (24.5 FEET)
 CK3127'SOUTH OF THE APPROXIMATE CENTER OF THE GRASSY ROAD, 4.5 METERS (14.7
 CK3127'FEET) WEST OF THE 6TH OAK TREE, 4.1 METERS (13.6 FEET) EAST OF THE 5TH
 CK3127'OAK TREE.
 CK3127'THE MARK IS 0.50 METERS  SW FROM A WITNESS POST.
 CK3127'THE MARK IS ABOVE LEVEL WITH GRASSY ROAD.
 CK3127
 CK3127                          STATION RECOVERY (2005)
 CK3127
 CK3127'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3127'STATION IS LOCATED 4.0 MI (6.44 KM) SOUTH-SOUTHEAST OF JACKSONBORO,
 CK3127'18.65 MI (30.01 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--TED TURNER,
 CK3127'P.O. BOX 160, JACKSONBORO, SC 29452, CONTACT-JOHN GODLEY. TO REACH THE
 CK3127'STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND
 CK3127'STATE HIGHWAY 64 (CHARLESTON HIGHWAY) IN JACKSONBORO, GO SOUTHEAST ON
 CK3127'HIGHWAY 17 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 30
 CK3127'(HOPE PLANTATION LANE), TURN RIGHT ON ROAD 30 FOR 3.7 MI (5.95 KM) TO
 CK3127'THE BRICK ENTRANCE GATE TO HOPE PLANTATION, CONTINUE ON THE SAND ROAD
 CK3127'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF A SAND ROAD, TURN LEFT ON THE
 CK3127'SAND ROAD FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT. STATION IS
 CK3127'A DISK ATTACHED TO A STAINLESS STEEL ROD FLUSH WITH THE GROUND AND
 CK3127'LEVEL WITH THE ROAD, 28.0 FT (8.5 M) SOUTH OF THE CENTER OF THE ROAD,
 CK3127'44.3 FT (13.5 M) NORTH OF A 1.7-FOOT OAK TREE WITH A SCGS REFERENCE
 CK3127'WASHER ATTACHED, 14.2 FT (4.3 M) WEST OF A 3.5-FOOT LIVE OAK TREE,
 CK3127'13.7 FT (4.2 M) EAST OF A 3.0-FOOT LIVE OAK TREE, 1.5 FT (0.5 M)
 CK3127'SOUTHWEST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3126 ***********************************************************************
 CK3126  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3126  DESIGNATION -  866 6017 E TIDAL
 CK3126  PID         -  CK3126
 CK3126  STATE/COUNTY-  SC/COLLETON
 CK3126  USGS QUAD   -  FENWICK (1960)
 CK3126
 CK3126                         *CURRENT SURVEY CONTROL
 CK3126  ___________________________________________________________________
 CK3126* NAD 83(1986)-  32 42 47.     (N)    080 26 32.     (W)     SCALED    
 CK3126* NAVD 88     -         1.868  (meters)       6.13   (feet)  ADJUSTED  
 CK3126  ___________________________________________________________________
 CK3126  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CK3126  DYNAMIC HT  -           1.866 (meters)       6.12  (feet)  COMP
 CK3126  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CK3126
 CK3126  VERT ORDER  -  FIRST     CLASS II
 CK3126
 CK3126.The horizontal coordinates were scaled from a topographic map and have
 CK3126.an estimated accuracy of +/- 6 seconds.
 CK3126
 CK3126.The orthometric height was determined by differential leveling
 CK3126.and adjusted by the National Geodetic Survey in June 1991..
 CK3126
 CK3126.This Tidal Bench Mark is designated as VM 4244
 CK3126.by the Center for Operational Oceanographic Products and Services.
 CK3126
 CK3126.The geoid height was determined by GEOID03.
 CK3126
 CK3126.The dynamic height is computed by dividing the NAVD 88
 CK3126.geopotential number by the normal gravity value computed on the
 CK3126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3126.degrees latitude (g = 980.6199 gals.).
 CK3126
 CK3126.The modeled gravity was interpolated from observed gravity values.
 CK3126
 CK3126;                    North         East    Units  Estimated Accuracy
 CK3126;SPC SC       -    97,700.      661,890.      MT  (+/- 180 meters Scaled)
 CK3126
 CK3126                          SUPERSEDED SURVEY CONTROL
 CK3126
 CK3126  NGVD 29 (03/21/89)    2.156  (m)            7.07   (f) ADJUSTED    1 2
 CK3126
 CK3126.Superseded values are not recommended for survey control.
 CK3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3126.See file dsdata.txt to determine how the superseded data were derived.
 CK3126
 CK3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS522196(NAD 83)
 CK3126_MARKER: DJ = TIDAL STATION DISK
 CK3126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3126_SP_SET: STAINLESS STEEL ROD
 CK3126_STAMPING: 6017 E 1978
 CK3126_MARK LOGO: NOS   
 CK3126_PROJECTION: RECESSED 3 CENTIMETERS
 CK3126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3126+STABILITY: POSITION/ELEVATION WELL
 CK3126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3126+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK3126_ROD/PIPE-DEPTH: 12.8 meters
 CK3126
 CK3126  HISTORY     - Date     Condition        Report By
 CK3126  HISTORY     - 1978     MONUMENTED       NOS
 CK3126  HISTORY     - 1984     GOOD             SCGS
 CK3126  HISTORY     - 20050803 GOOD             SCGS
 CK3126
 CK3126                          STATION DESCRIPTION
 CK3126
 CK3126'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3126'10.8 KM (6.7 MI) SSE FROM JACKSONBORO.
 CK3126'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK3126'JUNCTION OF STATE HIGHWAY 64 IN JACKSONBORO, THENCE 4.2 KILOMETERS
 CK3126'(2.6 MILES) SOUTHERLY ALONG COUNTY ROAD S-15-30 TO END OF PAVEMENT,
 CK3126'CONTINUE AHEAD FOR 2.6 KILOMETERS (1.6 MILES) SOUTHERLY ALONG A SAND
 CK3126'ROAD, SET IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A GRASSY ROAD,
 CK3126'28.3 METERS (93.0 FEET) EAST OF THE APPROXIMATE CENTER OF THE SAND
 CK3126'ROAD, 10.4 METERS (34.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 CK3126'CENTER OF THE GRASSY ROAD, 6.7 METERS (22.1 FEET) EAST OF A 60-INCH
 CK3126'OAK TREE, 2.6 METERS (8.6 FEET) SOUTHWEST OF A 15-INCH OAK TREE.
 CK3126'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 CK3126'THE MARK IS ABOVE LEVEL WITH GRASSY ROAD.
 CK3126
 CK3126                          STATION RECOVERY (2005)
 CK3126
 CK3126'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3126'STATION IS LOCATED 4.0 MI (6.44 KM) SOUTH OF JACKSONBORO, 18.5 MI
 CK3126'(29.77 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--TED TURNER, P.O. BOX
 CK3126'160, JACKSONBORO, SC 29452, CONTACT-JOHN GODLEY. TO REACH THE STATION
 CK3126'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3126'HIGHWAY 64 (CHARLESTON HIGHWAY) IN JACKSONBORO, GO SOUTHEAST ON
 CK3126'HIGHWAY 17 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 30
 CK3126'(HOPE PLANTATION LANE), TURN RIGHT ON ROAD 30 FOR 3.7 MI (5.95 KM) TO
 CK3126'THE BRICK ENTRANCE GATE TO HOPE PLANTATION, CONTINUE ON THE SAND ROAD
 CK3126'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT IN THE NORTHEAST ANGLE
 CK3126'OF A SAND ROAD. STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD
 CK3126'RECESSED 0.1 FT (0.0 M) AND LEVEL WITH GRASSY ROAD, 85.5 FT (26.1 M)
 CK3126'EAST SOUTHEAST OF THE CENTER OF ROAD, 31.2 FT (9.5 M) NORTH OF THE
 CK3126'CENTER OF THE GRASSY ROAD, 23.0 FT (7.0 M) EAST OF A 4.0-FOOT LIVE OAK
 CK3126'TREE, 97.0 FT (29.6 M) SOUTHWEST OF A 2.6-FOOT OAK TREE WITH A SCGS
 CK3126'REFERENCE WASHER ATTACHED, 137.6 FT (41.9 M) SOUTH SOUTHEAST OF A
 CK3126'POWER POLE NUMBER 145203 WITH GUY WIRE. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3128 ***********************************************************************
 CK3128  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3128  DESIGNATION -  866 6017 F TIDAL
 CK3128  PID         -  CK3128
 CK3128  STATE/COUNTY-  SC/COLLETON
 CK3128  USGS QUAD   -  FENWICK (1960)
 CK3128
 CK3128                         *CURRENT SURVEY CONTROL
 CK3128  ___________________________________________________________________
 CK3128* NAD 83(1986)-  32 42 49.     (N)    080 26 25.     (W)     SCALED    
 CK3128* NAVD 88     -         1.768  (meters)       5.80   (feet)  ADJUSTED  
 CK3128  ___________________________________________________________________
 CK3128  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CK3128  DYNAMIC HT  -           1.766 (meters)       5.79  (feet)  COMP
 CK3128  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK3128
 CK3128  VERT ORDER  -  FIRST     CLASS II
 CK3128
 CK3128.The horizontal coordinates were scaled from a topographic map and have
 CK3128.an estimated accuracy of +/- 6 seconds.
 CK3128
 CK3128.The orthometric height was determined by differential leveling
 CK3128.and adjusted by the National Geodetic Survey in June 1991..
 CK3128
 CK3128.This Tidal Bench Mark is designated as VM 17294
 CK3128.by the Center for Operational Oceanographic Products and Services.
 CK3128
 CK3128.The geoid height was determined by GEOID03.
 CK3128
 CK3128.The dynamic height is computed by dividing the NAVD 88
 CK3128.geopotential number by the normal gravity value computed on the
 CK3128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3128.degrees latitude (g = 980.6199 gals.).
 CK3128
 CK3128.The modeled gravity was interpolated from observed gravity values.
 CK3128
 CK3128;                    North         East    Units  Estimated Accuracy
 CK3128;SPC SC       -    97,770.      662,070.      MT  (+/- 180 meters Scaled)
 CK3128
 CK3128                          SUPERSEDED SURVEY CONTROL
 CK3128
 CK3128  NGVD 29 (03/21/89)    2.056  (m)            6.75   (f) ADJUSTED    1 2
 CK3128
 CK3128.Superseded values are not recommended for survey control.
 CK3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3128.See file dsdata.txt to determine how the superseded data were derived.
 CK3128
 CK3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS524196(NAD 83)
 CK3128_MARKER: DJ = TIDAL STATION DISK
 CK3128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3128_SP_SET: STAINLESS STEEL ROD
 CK3128_STAMPING: 6017 F 1984
 CK3128_MARK LOGO: NOS   
 CK3128_PROJECTION: PROJECTING 8 CENTIMETERS
 CK3128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3128+STABILITY: POSITION/ELEVATION WELL
 CK3128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3128+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK3128_ROD/PIPE-DEPTH: 14.6 meters
 CK3128
 CK3128  HISTORY     - Date     Condition        Report By
 CK3128  HISTORY     - 1984     MONUMENTED       NOS
 CK3128  HISTORY     - 1984     GOOD             SCGS
 CK3128  HISTORY     - 20050803 GOOD             SCGS
 CK3128
 CK3128                          STATION DESCRIPTION
 CK3128
 CK3128'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3128'10.8 KM (6.7 MI) SSE FROM JACKSONBORO.
 CK3128'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK3128'JUNCTION OF STATE HIGHWAY 64 IN JACKSONBORO, THENCE 4.2 KILOMETERS
 CK3128'(2.6 MILES) SOUTHERLY ALONG COUNTY ROAD S-15-30 TO END OF PAVEMENT,
 CK3128'CONTINUE AHEAD FOR 2.6 KILOMETERS (1.6 MILES) SOUTHERLY ALONG A SAND
 CK3128'ROAD, THENCE 0.25 KILOMETER (0.15 MILE) NORTHEAST ALONG A GRASSY ROAD
 CK3128'UP TO A CROSS INTERSECTION, SET NEAR A LONE 20-INCH CEDAR TREE AT THE
 CK3128'CROSS INTERSECTION, 13.3 METERS (43.5 FEET) NORTH-NORTHWEST OF THE
 CK3128'APPROXIMATE CENTER OF THE GRASSY ROAD THAT RUNS EAST AND WEST,
 CK3128'13.1 METERS (43.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CK3128'THE GRASSY ROAD THAT RUNS NORTH AND SOUTH, 7.3 METERS (24.0 FEET)
 CK3128'NORTH-NORTHEAST OF A LONE 100-INCH OAK TREE, 2.3 METERS (7.4 FEET)
 CK3128'EAST OF THE CEDAR TREE.
 CK3128'THE MARK IS 0.50 METERS  SSE FROM A WITNESS POST.
 CK3128'THE MARK IS ABOVE LEVEL WITH GRASSY ROADS.
 CK3128
 CK3128                          STATION RECOVERY (2005)
 CK3128
 CK3128'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3128'STATION IS LOCATED 4.0 MI (6.44 KM) SOUTH-SOUTHEAST OF JACKSONBORO,
 CK3128'18.6 MI (29.93 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--TED TURNER,
 CK3128'P.O. BOX 160, JACKSONBORO, SC 29452, CONTACT-JOHN GODLEY. TO REACH THE
 CK3128'STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND
 CK3128'STATE HIGHWAY 64 (CHARLESTON HIGHWAY) IN JACKSONBORO, GO SOUTHEAST ON
 CK3128'HIGHWAY 17 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 30
 CK3128'(HOPE PLANTATION LANE), TURN RIGHT ON ROAD 30 FOR 3.7 MI (5.95 KM) TO
 CK3128'THE BRICK ENTRANCE GATE TO HOPE PLANTATION, CONTINUE ON THE SAND ROAD
 CK3128'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF A SAND ROAD, TURN LEFT ON THE
 CK3128'SAND ROAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT IN THE
 CK3128'NORTHWEST ANGLE OF A SAND ROAD. STATION IS A DISK ATTACHED TO A
 CK3128'STAINLESS STEEL ROD PROJECTING 0.3 FT (0.1 M) AND LEVEL WITH THE
 CK3128'ROADS, 42.0 FT (12.8 M) NORTH OF THE CENTER OF THE SAND ROAD, 43.5 FT
 CK3128'(13.3 M) WEST OF THE CENTER OF THE SAND ROAD, 7.5 FT (2.3 M) EAST OF A
 CK3128'1.7-FOOT CEDAR TREE, 24.0 FT (7.3 M) NORTH NORTHEAST OF A 5.0-FOOT
 CK3128'LIVE OAK TREE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST. RECOVERED BY
 CK3128'R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3130 ***********************************************************************
 CK3130  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3130  DESIGNATION -  866 6017 G TIDAL
 CK3130  PID         -  CK3130
 CK3130  STATE/COUNTY-  SC/COLLETON
 CK3130  USGS QUAD   -  FENWICK (1960)
 CK3130
 CK3130                         *CURRENT SURVEY CONTROL
 CK3130  ___________________________________________________________________
 CK3130* NAD 83(1986)-  32 42 51.     (N)    080 26 17.     (W)     SCALED    
 CK3130* NAVD 88     -         1.462  (meters)       4.80   (feet)  ADJUSTED  
 CK3130  ___________________________________________________________________
 CK3130  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 CK3130  DYNAMIC HT  -           1.460 (meters)       4.79  (feet)  COMP
 CK3130  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CK3130
 CK3130  VERT ORDER  -  FIRST     CLASS II
 CK3130
 CK3130.The horizontal coordinates were scaled from a topographic map and have
 CK3130.an estimated accuracy of +/- 6 seconds.
 CK3130
 CK3130.The orthometric height was determined by differential leveling
 CK3130.and adjusted by the National Geodetic Survey in June 1991..
 CK3130
 CK3130.This Tidal Bench Mark is designated as VM 17296
 CK3130.by the Center for Operational Oceanographic Products and Services.
 CK3130
 CK3130.The geoid height was determined by GEOID03.
 CK3130
 CK3130.The dynamic height is computed by dividing the NAVD 88
 CK3130.geopotential number by the normal gravity value computed on the
 CK3130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3130.degrees latitude (g = 980.6199 gals.).
 CK3130
 CK3130.The modeled gravity was interpolated from observed gravity values.
 CK3130
 CK3130;                    North         East    Units  Estimated Accuracy
 CK3130;SPC SC       -    97,830.      662,280.      MT  (+/- 180 meters Scaled)
 CK3130
 CK3130                          SUPERSEDED SURVEY CONTROL
 CK3130
 CK3130  NGVD 29 (03/21/89)    1.750  (m)            5.74   (f) ADJUSTED    1 2
 CK3130
 CK3130.Superseded values are not recommended for survey control.
 CK3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3130.See file dsdata.txt to determine how the superseded data were derived.
 CK3130
 CK3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS526197(NAD 83)
 CK3130_MARKER: DJ = TIDAL STATION DISK
 CK3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3130_SP_SET: CONCRETE POST
 CK3130_STAMPING: 6017 G 1984
 CK3130_MARK LOGO: NOS   
 CK3130_PROJECTION: RECESSED 5 CENTIMETERS
 CK3130_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3130+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK3130
 CK3130  HISTORY     - Date     Condition        Report By
 CK3130  HISTORY     - 1984     MONUMENTED       NOS
 CK3130  HISTORY     - 1984     GOOD             SCGS
 CK3130  HISTORY     - 20050803 GOOD             SCGS
 CK3130
 CK3130                          STATION DESCRIPTION
 CK3130
 CK3130'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3130'10.8 KM (6.7 MI) SSE FROM JACKSONBORO.
 CK3130'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK3130'JUNCTION OF STATE HIGHWAY 64 IN JACKSONBORO, THENCE 4.2 KILOMETERS
 CK3130'(2.6 MILES) SOUTHERLY ALONG COUNTY ROAD S-15-30 TO END OF PAVEMENT,
 CK3130'CONTINUE AHEAD FOR 2.6 KILOMETERS (1.6 MILES) SOUTHERLY ALONG A SAND
 CK3130'ROAD, THENCE 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG A GRASSY ROAD,
 CK3130'SET NEAR A LONE 24-INCH OAK TREE IN THE CENTER OF THE ROAD,
 CK3130'24.1 METERS (79.0 FEET) WEST-SOUTHWEST OF 866 6017 H TIDAL, 6.7 METERS
 CK3130'(22.0 FEET) SOUTHEAST OF THE APPROXIMATE EDGE OF THE MARSH, 8.2 METERS
 CK3130'(27.0 FEET) NORTHWEST OF THE APPROXIMATE EDGE OF THE MARSH, 3.8 METERS
 CK3130'(12.5 FEET) WEST-SOUTHWEST OF THE LONE OAK TREE.
 CK3130
 CK3130                          STATION RECOVERY (2005)
 CK3130
 CK3130'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3130'STATION IS LOCATED 4.0 MI (6.44 KM) SOUTH-SOUTHEAST OF JACKSONBORO,
 CK3130'18.7 MI (30.09 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--TED TURNER,
 CK3130'P.O. BOX 160, JACKSONBORO, SC 29452, CONTACT-JOHN GODLEY. TO REACH THE
 CK3130'STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND
 CK3130'STATE HIGHWAY 64 (CHARLESTON HIGHWAY) IN JACKSONBORO, GO SOUTHEAST ON
 CK3130'HIGHWAY 17 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 30
 CK3130'(HOPE PLANTATION LANE), TURN RIGHT ON ROAD 30 FOR 3.7 MI (5.95 KM) TO
 CK3130'THE BRICK ENTRANCE GATE TO HOPE PLANTATION, CONTINUE ON THE SAND ROAD
 CK3130'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF A SAND ROAD, TURN LEFT ON THE
 CK3130'SAND ROAD FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF A SAND ROAD,
 CK3130'CONTINUE ON THE ROAD FOR 0.15 MI (0.24 KM) TO THE STATION NEAR AN OAK
 CK3130'TREE IN THE MIDDLE OF THE ROAD. STATION IS A CONCRETE POST RECESSED
 CK3130'0.2 FT (0.1 M) AND LEVEL WITH THE ROAD, 12.1 FT (3.7 M) WEST SOUTHWEST
 CK3130'OF A 2.7-FOOT OAK TREE IN THE CENTER OF THE ROAD, 20.5 FT (6.2 M)
 CK3130'SOUTH OF THE SOUTH BANK OF THE MARSH, 26.5 FT (8.1 M) NORTH OF A
 CK3130'1.6-FOOT DOUBLE-TRUNKED OAK TREE WITH A SCGS REFERENCE WASHER
 CK3130'ATTACHED, 71.7 FT (21.9 M) EAST OF A 3.0-FOOT PINE TREE WITH A SCGS
 CK3130'REFERENCE WASHER ATTACHED, 79.0 FEET WEST SOUTHWEST OF TIDAL BENCH
 CK3130'MARK 866 6017 H TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3129 ***********************************************************************
 CK3129  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3129  DESIGNATION -  866 6017 H TIDAL
 CK3129  PID         -  CK3129
 CK3129  STATE/COUNTY-  SC/COLLETON
 CK3129  USGS QUAD   -  FENWICK (1960)
 CK3129
 CK3129                         *CURRENT SURVEY CONTROL
 CK3129  ___________________________________________________________________
 CK3129* NAD 83(1986)-  32 42 51.     (N)    080 26 17.     (W)     SCALED    
 CK3129* NAVD 88     -         1.478  (meters)       4.85   (feet)  ADJUSTED  
 CK3129  ___________________________________________________________________
 CK3129  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 CK3129  DYNAMIC HT  -           1.476 (meters)       4.84  (feet)  COMP
 CK3129  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CK3129
 CK3129  VERT ORDER  -  FIRST     CLASS II
 CK3129
 CK3129.The horizontal coordinates were scaled from a topographic map and have
 CK3129.an estimated accuracy of +/- 6 seconds.
 CK3129
 CK3129.The orthometric height was determined by differential leveling
 CK3129.and adjusted by the National Geodetic Survey in June 1991..
 CK3129
 CK3129.This Tidal Bench Mark is designated as VM 17295
 CK3129.by the Center for Operational Oceanographic Products and Services.
 CK3129
 CK3129.The geoid height was determined by GEOID03.
 CK3129
 CK3129.The dynamic height is computed by dividing the NAVD 88
 CK3129.geopotential number by the normal gravity value computed on the
 CK3129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3129.degrees latitude (g = 980.6199 gals.).
 CK3129
 CK3129.The modeled gravity was interpolated from observed gravity values.
 CK3129
 CK3129;                    North         East    Units  Estimated Accuracy
 CK3129;SPC SC       -    97,830.      662,280.      MT  (+/- 180 meters Scaled)
 CK3129
 CK3129                          SUPERSEDED SURVEY CONTROL
 CK3129
 CK3129  NGVD 29 (03/21/89)    1.765  (m)            5.79   (f) ADJUSTED    1 2
 CK3129
 CK3129.Superseded values are not recommended for survey control.
 CK3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3129.See file dsdata.txt to determine how the superseded data were derived.
 CK3129
 CK3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS526197(NAD 83)
 CK3129_MARKER: DJ = TIDAL STATION DISK
 CK3129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3129_SP_SET: CONCRETE POST
 CK3129_STAMPING: 6017 H 1984
 CK3129_MARK LOGO: NOS   
 CK3129_PROJECTION: RECESSED 3 CENTIMETERS
 CK3129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3129+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 CK3129
 CK3129  HISTORY     - Date     Condition        Report By
 CK3129  HISTORY     - 1984     MONUMENTED       NOS
 CK3129  HISTORY     - 1984     GOOD             SCGS
 CK3129  HISTORY     - 20050803 GOOD             SCGS
 CK3129
 CK3129                          STATION DESCRIPTION
 CK3129
 CK3129'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK3129'10.8 KM (6.7 MI) SSE FROM JACKSONBORO.
 CK3129'0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 CK3129'JUNCTION OF STATE HIGHWAY 64 IN JACKSONBORO, THENCE 4.2 KILOMETERS
 CK3129'(2.6 MILES) SOUTHERLY ALONG COUNTY ROAD S-15-30 TO END OF PAVEMENT,
 CK3129'CONTINUE AHEAD FOR 2.6 KILOMETERS (1.6 MILES) SOUTHERLY ALONG A SAND
 CK3129'ROAD, THENCE 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG A GRASSY ROAD,
 CK3129'SET NEAR A LONE 24-INCH PINE TREE JUST PAST THE LONE 24-INCH OAK TREE
 CK3129'IN THE CENTER OF THE ROAD, 52.1 METERS (171.0 FEET) WEST-SOUTHWEST OF
 CK3129'THE APPROXIMATE EDGE OF THE RIVER, 6.7 METERS (22.0 FEET)
 CK3129'NORTH-NORTHWEST OF THE APPROXIMATE EDGE OF THE MARSH, 20.3 METERS
 CK3129'(66.5 FEET) EAST-NORTHEAST OF THE LONE 24-INCH OAK TREE, 2.7 METERS
 CK3129'(9.0 FEET) SOUTH OF THE LONE PINE TREE.
 CK3129
 CK3129                          STATION RECOVERY (2005)
 CK3129
 CK3129'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3129'STATION IS LOCATED 3.9 MI (6.28 KM) SOUTH SOUTHEAST OF JACKSONBORO,
 CK3129'18.7 MI (30.09 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--TED TURNER,
 CK3129'P.O. BOX 160, JACKSONBORO, SC 29452. TO REACH THE STATION FROM THE
 CK3129'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 64
 CK3129'(CHARLESTON HIGHWAY) IN JACKSONBORO, GO SOUTHEAST ON HIGHWAY 17 FOR
 CK3129'0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 30 (HOPE PLANTATION
 CK3129'LANE), TURN RIGHT ON ROAD 30 FOR 3.7 MI (5.95 KM) TO THE BRICK
 CK3129'ENTRANCE GATE TO HOPE PLANTATION, CONTINUE ON THE SAND ROAD FOR 0.5 MI
 CK3129'(0.8 KM) TO THE JUNCTION OF A SAND ROAD, TURN LEFT ON THE SAND ROAD
 CK3129'FOR 0.15 MI (0.24 KM) TO THE STATION NEAR A LARGE PINE TREE STATION IS
 CK3129'A CONCRETE POST RECESSED 0.1 FT (0.0 M) AND LEVEL WITH THE ROAD, 12.0
 CK3129'FT (3.7 M) NORTH OF THE CENTER OF THE ROAD, 66.5 FT (20.3 M) EAST
 CK3129'NORTHEAST OF A 2.7-FOOT OAK TREE IN THE CENTER OF THE ROAD, 9.5 FT
 CK3129'(2.9 M) SOUTH OF THE 2.3-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 CK3129'ATTACHED, 31.0 FT (9.4 M) NORTH OF A 1.8-FOOT OAK TREE WITH A SCGS
 CK3129'REFERENCE WASHER ATTACHED, 79.0 FT (24.1 M) EAST NORTHEAST OF TIDAL
 CK3129'BENCH MARK 866 6017 G TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2549 ***********************************************************************
 CK2549  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2549  DESIGNATION -  866 6029 A TIDAL
 CK2549  PID         -  CK2549
 CK2549  STATE/COUNTY-  SC/CHARLESTON
 CK2549  USGS QUAD   -  LEGAREVILLE (1971)
 CK2549
 CK2549                         *CURRENT SURVEY CONTROL
 CK2549  ___________________________________________________________________
 CK2549* NAD 83(1986)-  32 42 53.     (N)    080 05 28.     (W)     SCALED    
 CK2549* NAVD 88     -         5.068  (meters)      16.63   (feet)  ADJUSTED  
 CK2549  ___________________________________________________________________
 CK2549  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK2549  DYNAMIC HT  -           5.063 (meters)      16.61  (feet)  COMP
 CK2549  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 CK2549
 CK2549  VERT ORDER  -  FIRST     CLASS II
 CK2549
 CK2549.The horizontal coordinates were scaled from a topographic map and have
 CK2549.an estimated accuracy of +/- 6 seconds.
 CK2549
 CK2549.The orthometric height was determined by differential leveling
 CK2549.and adjusted by the National Geodetic Survey in June 1991..
 CK2549
 CK2549.This Tidal Bench Mark is designated as VM 4245
 CK2549.by the Center for Operational Oceanographic Products and Services.
 CK2549
 CK2549.The geoid height was determined by GEOID03.
 CK2549
 CK2549.The dynamic height is computed by dividing the NAVD 88
 CK2549.geopotential number by the normal gravity value computed on the
 CK2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2549.degrees latitude (g = 980.6199 gals.).
 CK2549
 CK2549.The modeled gravity was interpolated from observed gravity values.
 CK2549
 CK2549;                    North         East    Units  Estimated Accuracy
 CK2549;SPC SC       -    98,120.      694,800.      MT  (+/- 180 meters Scaled)
 CK2549
 CK2549                          SUPERSEDED SURVEY CONTROL
 CK2549
 CK2549  NGVD 29 (03/21/89)    5.366  (m)           17.61   (f) ADJUSTED    1 2
 CK2549
 CK2549.Superseded values are not recommended for survey control.
 CK2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2549.See file dsdata.txt to determine how the superseded data were derived.
 CK2549
 CK2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS851200(NAD 83)
 CK2549_MARKER: DJ = TIDAL STATION DISK
 CK2549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2549_SP_SET: BRIDGE
 CK2549_STAMPING: 6029 A 1977
 CK2549_MARK LOGO: NOS   
 CK2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2549+STABILITY: SURFACE MOTION
 CK2549
 CK2549  HISTORY     - Date     Condition        Report By
 CK2549  HISTORY     - 1977     MONUMENTED       NOS
 CK2549  HISTORY     - 1983     GOOD             SCGS
 CK2549
 CK2549                          STATION DESCRIPTION
 CK2549
 CK2549'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2549'11.6 KM (7.2 MI) SW FROM SAINT ANDREWS.
 CK2549'10.7 KILOMETERS (6.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2549'JUNCTION OF U.S. HIGHWAY 17 WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2549'WEST OF SAINT ANDREWS, THENCE 1.2 KILOMETERS (0.75 MILE) WEST ALONG
 CK2549'STATE HIGHWAY 700, SET IN THE SOUTH CORNER OF THE ESAU JENKINS
 CK2549'MEMORIAL BRIDGE THAT CROSSES CHURCH CREEK.
 CK2549'THE MARK IS 0.30 M ABOVE HIGHWAY 700.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2548 ***********************************************************************
 CK2548  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2548  DESIGNATION -  866 6029 B TIDAL
 CK2548  PID         -  CK2548
 CK2548  STATE/COUNTY-  SC/CHARLESTON
 CK2548  USGS QUAD   -  LEGAREVILLE (1971)
 CK2548
 CK2548                         *CURRENT SURVEY CONTROL
 CK2548  ___________________________________________________________________
 CK2548* NAD 83(1986)-  32 42 53.     (N)    080 05 29.     (W)     SCALED    
 CK2548* NAVD 88     -         5.161  (meters)      16.93   (feet)  ADJUSTED  
 CK2548  ___________________________________________________________________
 CK2548  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK2548  DYNAMIC HT  -           5.155 (meters)      16.91  (feet)  COMP
 CK2548  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 CK2548
 CK2548  VERT ORDER  -  FIRST     CLASS II
 CK2548
 CK2548.The horizontal coordinates were scaled from a topographic map and have
 CK2548.an estimated accuracy of +/- 6 seconds.
 CK2548
 CK2548.The orthometric height was determined by differential leveling
 CK2548.and adjusted by the National Geodetic Survey in June 1991..
 CK2548
 CK2548.This Tidal Bench Mark is designated as VM 4246
 CK2548.by the Center for Operational Oceanographic Products and Services.
 CK2548
 CK2548.The geoid height was determined by GEOID03.
 CK2548
 CK2548.The dynamic height is computed by dividing the NAVD 88
 CK2548.geopotential number by the normal gravity value computed on the
 CK2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2548.degrees latitude (g = 980.6199 gals.).
 CK2548
 CK2548.The modeled gravity was interpolated from observed gravity values.
 CK2548
 CK2548;                    North         East    Units  Estimated Accuracy
 CK2548;SPC SC       -    98,120.      694,780.      MT  (+/- 180 meters Scaled)
 CK2548
 CK2548                          SUPERSEDED SURVEY CONTROL
 CK2548
 CK2548  NGVD 29 (03/21/89)    5.459  (m)           17.91   (f) ADJUSTED    1 2
 CK2548
 CK2548.Superseded values are not recommended for survey control.
 CK2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2548.See file dsdata.txt to determine how the superseded data were derived.
 CK2548
 CK2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS851200(NAD 83)
 CK2548_MARKER: DJ = TIDAL STATION DISK
 CK2548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2548_SP_SET: IN BRIDGE
 CK2548_STAMPING: 6029 B 1977
 CK2548_MARK LOGO: NOS   
 CK2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2548+STABILITY: SURFACE MOTION
 CK2548
 CK2548  HISTORY     - Date     Condition        Report By
 CK2548  HISTORY     - 1977     MONUMENTED       NOS
 CK2548  HISTORY     - 1983     GOOD             SCGS
 CK2548
 CK2548                          STATION DESCRIPTION
 CK2548
 CK2548'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2548'11.6 KM (7.2 MI) SW FROM SAINT ANDREWS.
 CK2548'10.7 KILOMETERS (6.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2548'JUNCTION OF U.S. HIGHWAY 17 WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2548'WEST OF SAINT ANDREWS, THENCE 1.2 KILOMETERS (0.75 MILE) WEST ALONG
 CK2548'STATE HIGHWAY 700, SET IN THE NORTH CORNER OF THE ESAU JENKINS
 CK2548'MEMORIAL BRIDGE THAT CROSSES CHURCH CREEK.
 CK2548'THE MARK IS 0.30 M ABOVE HIGHWAY 700.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2547 ***********************************************************************
 CK2547  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2547  DESIGNATION -  866 6029 C TIDAL
 CK2547  PID         -  CK2547
 CK2547  STATE/COUNTY-  SC/CHARLESTON
 CK2547  USGS QUAD   -  LEGAREVILLE (1971)
 CK2547
 CK2547                         *CURRENT SURVEY CONTROL
 CK2547  ___________________________________________________________________
 CK2547* NAD 83(1986)-  32 42 55.     (N)    080 05 23.     (W)     SCALED    
 CK2547* NAVD 88     -         4.599  (meters)      15.09   (feet)  ADJUSTED  
 CK2547  ___________________________________________________________________
 CK2547  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2547  DYNAMIC HT  -           4.594 (meters)      15.07  (feet)  COMP
 CK2547  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 CK2547
 CK2547  VERT ORDER  -  FIRST     CLASS II
 CK2547
 CK2547.The horizontal coordinates were scaled from a topographic map and have
 CK2547.an estimated accuracy of +/- 6 seconds.
 CK2547
 CK2547.The orthometric height was determined by differential leveling
 CK2547.and adjusted by the National Geodetic Survey in June 1991..
 CK2547
 CK2547.This Tidal Bench Mark is designated as VM 4247
 CK2547.by the Center for Operational Oceanographic Products and Services.
 CK2547
 CK2547.The geoid height was determined by GEOID03.
 CK2547
 CK2547.The dynamic height is computed by dividing the NAVD 88
 CK2547.geopotential number by the normal gravity value computed on the
 CK2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2547.degrees latitude (g = 980.6199 gals.).
 CK2547
 CK2547.The modeled gravity was interpolated from observed gravity values.
 CK2547
 CK2547;                    North         East    Units  Estimated Accuracy
 CK2547;SPC SC       -    98,190.      694,930.      MT  (+/- 180 meters Scaled)
 CK2547
 CK2547                          SUPERSEDED SURVEY CONTROL
 CK2547
 CK2547  NGVD 29 (03/21/89)    4.897  (m)           16.07   (f) ADJUSTED    1 2
 CK2547
 CK2547.Superseded values are not recommended for survey control.
 CK2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2547.See file dsdata.txt to determine how the superseded data were derived.
 CK2547
 CK2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS853200(NAD 83)
 CK2547_MARKER: DJ = TIDAL STATION DISK
 CK2547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2547_SP_SET: STAINLESS STEEL ROD
 CK2547_STAMPING: 6029 C 1977
 CK2547_MARK LOGO: NOS   
 CK2547_PROJECTION: FLUSH
 CK2547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2547_ROD/PIPE-DEPTH: 12.2 meters
 CK2547
 CK2547  HISTORY     - Date     Condition        Report By
 CK2547  HISTORY     - 1977     MONUMENTED       NOS
 CK2547  HISTORY     - 1983     GOOD             SCGS
 CK2547
 CK2547                          STATION DESCRIPTION
 CK2547
 CK2547'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2547'11.6 KM (7.2 MI) SW FROM SAINT ANDREWS.
 CK2547'10.7 KILOMETERS (6.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2547'JUNCTION OF U.S. HIGHWAY 17 WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2547'WEST OF SAINT ANDREWS, THENCE 1.0 KILOMETER (0.6 MILE) WEST ALONG
 CK2547'STATE HIGHWAY 700, SET NEAR A POWER POLE WITH A WITNESS SIGN ATTACHED,
 CK2547'15.8 METERS (52.0 FEET) SOUTH-SOUTHEAST OF A 90-INCH OAK TREE,
 CK2547'5.8 METERS (19.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 CK2547'700, 4.1 METERS (13.6 FEET) NORTH-NORTHWEST OF THE POWER POLE WITH
 CK2547'WITNESS SIGN, 16.9 METERS (55.8 FEET) NORTHEAST OF A TELEPHONE
 CK2547'JUNCTION BOX.
 CK2547'THE MARK IS ABOVE LEVEL WITH HIGHWAY 700.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2546 ***********************************************************************
 CK2546  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2546  DESIGNATION -  866 6029 D TIDAL
 CK2546  PID         -  CK2546
 CK2546  STATE/COUNTY-  SC/CHARLESTON
 CK2546  USGS QUAD   -  LEGAREVILLE (1971)
 CK2546
 CK2546                         *CURRENT SURVEY CONTROL
 CK2546  ___________________________________________________________________
 CK2546* NAD 83(1986)-  32 42 59.     (N)    080 05 16.     (W)     SCALED    
 CK2546* NAVD 88     -         5.890  (meters)      19.32   (feet)  ADJUSTED  
 CK2546  ___________________________________________________________________
 CK2546  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2546  DYNAMIC HT  -           5.883 (meters)      19.30  (feet)  COMP
 CK2546  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CK2546
 CK2546  VERT ORDER  -  FIRST     CLASS II
 CK2546
 CK2546.The horizontal coordinates were scaled from a topographic map and have
 CK2546.an estimated accuracy of +/- 6 seconds.
 CK2546
 CK2546.The orthometric height was determined by differential leveling
 CK2546.and adjusted by the National Geodetic Survey in June 1991..
 CK2546
 CK2546.This Tidal Bench Mark is designated as VM 4248
 CK2546.by the Center for Operational Oceanographic Products and Services.
 CK2546
 CK2546.The geoid height was determined by GEOID03.
 CK2546
 CK2546.The dynamic height is computed by dividing the NAVD 88
 CK2546.geopotential number by the normal gravity value computed on the
 CK2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2546.degrees latitude (g = 980.6199 gals.).
 CK2546
 CK2546.The modeled gravity was interpolated from observed gravity values.
 CK2546
 CK2546;                    North         East    Units  Estimated Accuracy
 CK2546;SPC SC       -    98,310.      695,120.      MT  (+/- 180 meters Scaled)
 CK2546
 CK2546                          SUPERSEDED SURVEY CONTROL
 CK2546
 CK2546  NGVD 29 (03/21/89)    6.187  (m)           20.30   (f) ADJUSTED    1 2
 CK2546
 CK2546.Superseded values are not recommended for survey control.
 CK2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2546.See file dsdata.txt to determine how the superseded data were derived.
 CK2546
 CK2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS854202(NAD 83)
 CK2546_MARKER: DJ = TIDAL STATION DISK
 CK2546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2546_SP_SET: STAINLESS STEEL ROD
 CK2546_STAMPING: 6029 D 1977
 CK2546_MARK LOGO: NOS   
 CK2546_PROJECTION: FLUSH
 CK2546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2546_ROD/PIPE-DEPTH: 9.80 meters
 CK2546
 CK2546  HISTORY     - Date     Condition        Report By
 CK2546  HISTORY     - 1977     MONUMENTED       NOS
 CK2546  HISTORY     - 1983     GOOD             SCGS
 CK2546
 CK2546                          STATION DESCRIPTION
 CK2546
 CK2546'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2546'11.6 KM (7.2 MI) SW FROM SAINT ANDREWS.
 CK2546'10.7 KILOMETERS (6.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2546'JUNCTION OF U.S. HIGHWAY 17 WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2546'WEST OF SAINT ANDREWS, THENCE 0.8 KILOMETER (0.5 MILE) WEST ALONG
 CK2546'STATE HIGHWAY 700, SET NEAR A 24-INCH LONE PINE TREE, 5.8 METERS (19.5
 CK2546'FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A SAND DRIVEWAY, 5.8
 CK2546'METERS (19.0 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY 700,
 CK2546'6.1 METERS (20.0 FEET) SOUTHWEST OF A TELEPHONE JUNCTION BOX, 2.3
 CK2546'METERS (7.7 FEET) SOUTH OF THE 24-INCH LONE PINE TREE.
 CK2546'THE MARK IS 0.80 METERS  SSE FROM A WITNESS POST.
 CK2546'THE MARK IS ABOVE LEVEL WITH HIGHWAY 700.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2544 ***********************************************************************
 CK2544  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2544  DESIGNATION -  866 6029 E TIDAL
 CK2544  PID         -  CK2544
 CK2544  STATE/COUNTY-  SC/CHARLESTON
 CK2544  USGS QUAD   -  LEGAREVILLE (1971)
 CK2544
 CK2544                         *CURRENT SURVEY CONTROL
 CK2544  ___________________________________________________________________
 CK2544* NAD 83(1986)-  32 42 59.     (N)    080 05 17.     (W)     SCALED    
 CK2544* NAVD 88     -         6.616  (meters)      21.71   (feet)  ADJUSTED  
 CK2544  ___________________________________________________________________
 CK2544  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2544  DYNAMIC HT  -           6.609 (meters)      21.68  (feet)  COMP
 CK2544  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CK2544
 CK2544  VERT ORDER  -  FIRST     CLASS II
 CK2544
 CK2544.The horizontal coordinates were scaled from a topographic map and have
 CK2544.an estimated accuracy of +/- 6 seconds.
 CK2544
 CK2544.The orthometric height was determined by differential leveling
 CK2544.and adjusted by the National Geodetic Survey in June 1991..
 CK2544
 CK2544.This Tidal Bench Mark is designated as VM 4249
 CK2544.by the Center for Operational Oceanographic Products and Services.
 CK2544
 CK2544.The geoid height was determined by GEOID03.
 CK2544
 CK2544.The dynamic height is computed by dividing the NAVD 88
 CK2544.geopotential number by the normal gravity value computed on the
 CK2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2544.degrees latitude (g = 980.6199 gals.).
 CK2544
 CK2544.The modeled gravity was interpolated from observed gravity values.
 CK2544
 CK2544;                    North         East    Units  Estimated Accuracy
 CK2544;SPC SC       -    98,310.      695,090.      MT  (+/- 180 meters Scaled)
 CK2544
 CK2544                          SUPERSEDED SURVEY CONTROL
 CK2544
 CK2544  NGVD 29 (03/21/89)    6.914  (m)           22.68   (f) ADJUSTED    1 2
 CK2544
 CK2544.Superseded values are not recommended for survey control.
 CK2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2544.See file dsdata.txt to determine how the superseded data were derived.
 CK2544
 CK2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS854202(NAD 83)
 CK2544_MARKER: DJ = TIDAL STATION DISK
 CK2544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2544_SP_SET: STAINLESS STEEL ROD
 CK2544_STAMPING: 6029 E 1977
 CK2544_MARK LOGO: NOS   
 CK2544_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2544_ROD/PIPE-DEPTH: 9.80 meters
 CK2544
 CK2544  HISTORY     - Date     Condition        Report By
 CK2544  HISTORY     - 1977     MONUMENTED       NOS
 CK2544  HISTORY     - 1983     GOOD             SCGS
 CK2544
 CK2544                          STATION DESCRIPTION
 CK2544
 CK2544'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2544'11.6 KM (7.2 MI) SW FROM SAINT ANDREWS.
 CK2544'10.7 KILOMETERS (6.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2544'JUNCTION OF U.S. HIGHWAY 17 WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2544'WEST OF SAINT ANDREWS, THENCE 0.7 KILOMETERS (0.45 MILE) WEST ALONG
 CK2544'STATE HIGHWAY 700, SET NEAR A POWER POLE WITH A WITNESS SIGN ATTACHED,
 CK2544'31.6 METERS (104.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A
 CK2544'SAND DRIVEWAY, 9.9 METERS (32.5 FEET) NORTHEAST OF A 100-INCH LEANING
 CK2544'OAK TREE, 8.5 METERS (28.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CK2544'HIGHWAY 700, 1.4 METERS (4.5 FEET) NORTH-NORTHEAST OF THE POWER POLE
 CK2544'WITH WITNESS SIGN.
 CK2544'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2637 ***********************************************************************
 CK2637  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2637  DESIGNATION -  866 6101 F TIDAL
 CK2637  PID         -  CK2637
 CK2637  STATE/COUNTY-  SC/CHARLESTON
 CK2637  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2637
 CK2637                         *CURRENT SURVEY CONTROL
 CK2637  ___________________________________________________________________
 CK2637* NAD 83(1986)-  32 42 29.     (N)    080 09 25.     (W)     SCALED    
 CK2637* NAVD 88     -         4.243  (meters)      13.92   (feet)  ADJUSTED  
 CK2637  ___________________________________________________________________
 CK2637  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2637  DYNAMIC HT  -           4.238 (meters)      13.90  (feet)  COMP
 CK2637  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CK2637
 CK2637  VERT ORDER  -  FIRST     CLASS II
 CK2637
 CK2637.The horizontal coordinates were scaled from a topographic map and have
 CK2637.an estimated accuracy of +/- 6 seconds.
 CK2637
 CK2637.The orthometric height was determined by differential leveling
 CK2637.and adjusted by the National Geodetic Survey in June 1991..
 CK2637
 CK2637.This Tidal Bench Mark is designated as VM 4255
 CK2637.by the Center for Operational Oceanographic Products and Services.
 CK2637
 CK2637.The geoid height was determined by GEOID03.
 CK2637
 CK2637.The dynamic height is computed by dividing the NAVD 88
 CK2637.geopotential number by the normal gravity value computed on the
 CK2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2637.degrees latitude (g = 980.6199 gals.).
 CK2637
 CK2637.The modeled gravity was interpolated from observed gravity values.
 CK2637
 CK2637;                    North         East    Units  Estimated Accuracy
 CK2637;SPC SC       -    97,330.      688,640.      MT  (+/- 180 meters Scaled)
 CK2637
 CK2637                          SUPERSEDED SURVEY CONTROL
 CK2637
 CK2637  NGVD 29 (03/21/89)    4.540  (m)           14.89   (f) ADJUSTED    1 2
 CK2637
 CK2637.Superseded values are not recommended for survey control.
 CK2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2637.See file dsdata.txt to determine how the superseded data were derived.
 CK2637
 CK2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS790192(NAD 83)
 CK2637_MARKER: DJ = TIDAL STATION DISK
 CK2637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK2637_SP_SET: COPPER-CLAD STEEL ROD
 CK2637_STAMPING: 6101 F 1977
 CK2637_MARK LOGO: NOS   
 CK2637_PROJECTION: FLUSH
 CK2637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2637_ROD/PIPE-DEPTH: 10.4 meters
 CK2637
 CK2637  HISTORY     - Date     Condition        Report By
 CK2637  HISTORY     - 1977     MONUMENTED       NOS
 CK2637  HISTORY     - 1983     GOOD             SCGS
 CK2637  HISTORY     - 19950612 GOOD             USPSQD
 CK2637
 CK2637                          STATION DESCRIPTION
 CK2637
 CK2637'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2637'16.1 KM (10.0 MI) SW FROM SAINT ANDREWS.
 CK2637'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2637'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2637'WEST OF SAINT ANDREWS, THENCE 9.25 KILOMETERS (5.75 MILES) WEST ALONG
 CK2637'COUNTY ROAD S-10-54, THENCE 1.85 KILOMETERS (1.15 MILES) SOUTH ALONG A
 CK2637'SAND ROAD, SET NEAR A 18-INCH CEDAR ON THE WEST SIDE OF THE DRIVEWAY,
 CK2637'49.4 METERS (162.0 FEET) NORTH OF 866 6101 TIDAL 6, 20.8 METERS (68.5
 CK2637'FEET) EAST-NORTHEAST OF A 100-INCH LONE OAK TREE, 11.3 METERS (37.0
 CK2637'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND DRIVEWAY,
 CK2637'7.2 METERS (23.6 FEET) WEST OF A 18-INCH CEDAR ON THE WEST SIDE OF THE
 CK2637'DRIVEWAY.
 CK2637'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2637
 CK2637                          STATION RECOVERY (1995)
 CK2637
 CK2637'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2632 ***********************************************************************
 CK2632  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2632  DESIGNATION -  866 6101 G TIDAL
 CK2632  PID         -  CK2632
 CK2632  STATE/COUNTY-  SC/CHARLESTON
 CK2632  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2632
 CK2632                         *CURRENT SURVEY CONTROL
 CK2632  ___________________________________________________________________
 CK2632* NAD 83(1986)-  32 42 29.     (N)    080 09 25.     (W)     SCALED    
 CK2632* NAVD 88     -         3.928  (meters)      12.89   (feet)  ADJUSTED  
 CK2632  ___________________________________________________________________
 CK2632  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2632  DYNAMIC HT  -           3.923 (meters)      12.87  (feet)  COMP
 CK2632  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CK2632
 CK2632  VERT ORDER  -  FIRST     CLASS II
 CK2632
 CK2632.The horizontal coordinates were scaled from a topographic map and have
 CK2632.an estimated accuracy of +/- 6 seconds.
 CK2632
 CK2632.The orthometric height was determined by differential leveling
 CK2632.and adjusted by the National Geodetic Survey in June 1991..
 CK2632
 CK2632.This Tidal Bench Mark is designated as VM 4256
 CK2632.by the Center for Operational Oceanographic Products and Services.
 CK2632
 CK2632.The geoid height was determined by GEOID03.
 CK2632
 CK2632.The dynamic height is computed by dividing the NAVD 88
 CK2632.geopotential number by the normal gravity value computed on the
 CK2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2632.degrees latitude (g = 980.6199 gals.).
 CK2632
 CK2632.The modeled gravity was interpolated from observed gravity values.
 CK2632
 CK2632;                    North         East    Units  Estimated Accuracy
 CK2632;SPC SC       -    97,330.      688,640.      MT  (+/- 180 meters Scaled)
 CK2632
 CK2632                          SUPERSEDED SURVEY CONTROL
 CK2632
 CK2632  NGVD 29 (03/21/89)    4.224  (m)           13.86   (f) ADJUSTED    1 2
 CK2632
 CK2632.Superseded values are not recommended for survey control.
 CK2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2632.See file dsdata.txt to determine how the superseded data were derived.
 CK2632
 CK2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS790192(NAD 83)
 CK2632_MARKER: DJ = TIDAL STATION DISK
 CK2632_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK2632_SP_SET: COPPER-CLAD STEEL ROD
 CK2632_STAMPING: 6101 G 1977
 CK2632_MARK LOGO: NOS   
 CK2632_PROJECTION: FLUSH
 CK2632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2632_ROD/PIPE-DEPTH: 9.80 meters
 CK2632
 CK2632  HISTORY     - Date     Condition        Report By
 CK2632  HISTORY     - 1977     MONUMENTED       NOS
 CK2632  HISTORY     - 1983     GOOD             SCGS
 CK2632  HISTORY     - 19950612 GOOD             USPSQD
 CK2632
 CK2632                          STATION DESCRIPTION
 CK2632
 CK2632'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2632'16.1 KM (10.0 MI) SW FROM SAINT ANDREWS.
 CK2632'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2632'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2632'WEST OF SAINT ANDREWS, THENCE 9.25 KILOMETERS (5.75 MILES) WEST ALONG
 CK2632'COUNTY ROAD S-10-54, THENCE 1.8 KILOMETERS (1.15 MILES) SOUTH ALONG A
 CK2632'SAND ROAD, SET ACROSS FROM THE THIRD POWER POLE NORTH OF A HOUSE,
 CK2632'48.8 METERS (160.0 FEET) NORTH-NORTHEAST OF A 48-INCH LONE PALMETTO
 CK2632'TREE, 7.0 METERS (23.2 FEET) EAST-SOUTHEAST OF THE THIRD POWER POLE
 CK2632'FROM THE HOUSE, 4.6 METERS (15.0 FEET) EAST OF THE APPROXIMATE CENTER
 CK2632'OF THE SAND DRIVEWAY.
 CK2632'THE MARK IS ABOVE LEVEL WITH SAND DRIVEWAY.
 CK2632
 CK2632                          STATION RECOVERY (1995)
 CK2632
 CK2632'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2635 ***********************************************************************
 CK2635  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2635  DESIGNATION -  866 6101 TIDAL 1
 CK2635  PID         -  CK2635
 CK2635  STATE/COUNTY-  SC/CHARLESTON
 CK2635  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2635
 CK2635                         *CURRENT SURVEY CONTROL
 CK2635  ___________________________________________________________________
 CK2635* NAD 83(1986)-  32 42 29.     (N)    080 09 25.     (W)     SCALED    
 CK2635* NAVD 88     -         2.842  (meters)       9.32   (feet)  ADJUSTED  
 CK2635  ___________________________________________________________________
 CK2635  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2635  DYNAMIC HT  -           2.839 (meters)       9.31  (feet)  COMP
 CK2635  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CK2635
 CK2635  VERT ORDER  -  FIRST     CLASS II
 CK2635
 CK2635.The horizontal coordinates were scaled from a topographic map and have
 CK2635.an estimated accuracy of +/- 6 seconds.
 CK2635
 CK2635.The orthometric height was determined by differential leveling
 CK2635.and adjusted by the National Geodetic Survey in June 1991..
 CK2635
 CK2635.This Tidal Bench Mark is designated as VM 4250
 CK2635.by the Center for Operational Oceanographic Products and Services.
 CK2635
 CK2635.The geoid height was determined by GEOID03.
 CK2635
 CK2635.The dynamic height is computed by dividing the NAVD 88
 CK2635.geopotential number by the normal gravity value computed on the
 CK2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2635.degrees latitude (g = 980.6199 gals.).
 CK2635
 CK2635.The modeled gravity was interpolated from observed gravity values.
 CK2635
 CK2635;                    North         East    Units  Estimated Accuracy
 CK2635;SPC SC       -    97,330.      688,640.      MT  (+/- 180 meters Scaled)
 CK2635
 CK2635                          SUPERSEDED SURVEY CONTROL
 CK2635
 CK2635  NGVD 29 (03/21/89)    3.139  (m)           10.30   (f) ADJUSTED    1 2
 CK2635
 CK2635.Superseded values are not recommended for survey control.
 CK2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2635.See file dsdata.txt to determine how the superseded data were derived.
 CK2635
 CK2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS790192(NAD 83)
 CK2635_MARKER: DJ = TIDAL STATION DISK
 CK2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2635_SP_SET: CONCRETE POST
 CK2635_STAMPING: NO 1 1934
 CK2635_MARK LOGO: CGS   
 CK2635_PROJECTION: FLUSH
 CK2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2635+STABILITY: SURFACE MOTION
 CK2635
 CK2635  HISTORY     - Date     Condition        Report By
 CK2635  HISTORY     - 1934     MONUMENTED       CGS
 CK2635  HISTORY     - 1983     GOOD             SCGS
 CK2635  HISTORY     - 19950612 GOOD             USPSQD
 CK2635
 CK2635                          STATION DESCRIPTION
 CK2635
 CK2635'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2635'16.1 KM (10.0 MI) SW FROM SAINT ANDREWS.
 CK2635'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2635'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2635'WEST OF SAINT ANDREWS, THENCE 9.25 KILOMETERS (5.75 MILES) WEST ALONG
 CK2635'COUNTY ROAD S-10-54, THENCE 1.85 KILOMETERS (1.15 MILES) SOUTH ALONG A
 CK2635'SAND ROAD, SET NEAR THE ENTRANCE TO A WOODEN DOCK, 41.1 METERS (135.1
 CK2635'FEET) EAST-SOUTHEAST OF THE SOUTH CORNER OF THE STEPS ON THE BACK SIDE
 CK2635'OF A HOUSE, 10.1 METERS (33.0 FEET) NORTHWEST OF THE FIRST PILING ON
 CK2635'THE LAND END OF THE DOCK, 3.7 METERS (12.0 FEET) WEST-SOUTHWEST OF THE
 CK2635'APPROXIMATE CENTER OF THE PATH LEADING TO THE DOCK, 3.2 METERS (10.7
 CK2635'FEET) NORTH OF A 24-INCH OAK TREE.
 CK2635'THE MARK IS 0.90 M BELOW AREA.
 CK2635
 CK2635                          STATION RECOVERY (1995)
 CK2635
 CK2635'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2634 ***********************************************************************
 CK2634  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2634  DESIGNATION -  866 6101 TIDAL 2
 CK2634  PID         -  CK2634
 CK2634  STATE/COUNTY-  SC/CHARLESTON
 CK2634  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2634
 CK2634                         *CURRENT SURVEY CONTROL
 CK2634  ___________________________________________________________________
 CK2634* NAD 83(1986)-  32 42 29.     (N)    080 09 25.     (W)     SCALED    
 CK2634* NAVD 88     -         3.569  (meters)      11.71   (feet)  ADJUSTED  
 CK2634  ___________________________________________________________________
 CK2634  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2634  DYNAMIC HT  -           3.565 (meters)      11.70  (feet)  COMP
 CK2634  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CK2634
 CK2634  VERT ORDER  -  FIRST     CLASS II
 CK2634
 CK2634.The horizontal coordinates were scaled from a topographic map and have
 CK2634.an estimated accuracy of +/- 6 seconds.
 CK2634
 CK2634.The orthometric height was determined by differential leveling
 CK2634.and adjusted by the National Geodetic Survey in June 1991..
 CK2634
 CK2634.This Tidal Bench Mark is designated as VM 4251
 CK2634.by the Center for Operational Oceanographic Products and Services.
 CK2634
 CK2634.The geoid height was determined by GEOID03.
 CK2634
 CK2634.The dynamic height is computed by dividing the NAVD 88
 CK2634.geopotential number by the normal gravity value computed on the
 CK2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2634.degrees latitude (g = 980.6199 gals.).
 CK2634
 CK2634.The modeled gravity was interpolated from observed gravity values.
 CK2634
 CK2634;                    North         East    Units  Estimated Accuracy
 CK2634;SPC SC       -    97,330.      688,640.      MT  (+/- 180 meters Scaled)
 CK2634
 CK2634                          SUPERSEDED SURVEY CONTROL
 CK2634
 CK2634  NGVD 29 (03/21/89)    3.866  (m)           12.68   (f) ADJUSTED    1 2
 CK2634
 CK2634.Superseded values are not recommended for survey control.
 CK2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2634.See file dsdata.txt to determine how the superseded data were derived.
 CK2634
 CK2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS790192(NAD 83)
 CK2634_MARKER: DJ = TIDAL STATION DISK
 CK2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2634_SP_SET: CONCRETE POST
 CK2634_STAMPING: NO 2 1934
 CK2634_MARK LOGO: CGS   
 CK2634_PROJECTION: FLUSH
 CK2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2634+STABILITY: SURFACE MOTION
 CK2634
 CK2634  HISTORY     - Date     Condition        Report By
 CK2634  HISTORY     - 1934     MONUMENTED       CGS
 CK2634  HISTORY     - 1983     GOOD             SCGS
 CK2634  HISTORY     - 19950612 GOOD             USPSQD
 CK2634
 CK2634                          STATION DESCRIPTION
 CK2634
 CK2634'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2634'16.1 KM (10.0 MI) SW FROM SAINT ANDREWS.
 CK2634'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2634'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2634'WEST OF SAINT ANDREWS, THENCE 9.25 KILOMETERS (5.75 MILES) WEST ALONG
 CK2634'COUNTY ROAD S-10-54, THENCE 1.85 KILOMETERS (1.15 MILES) SOUTH ALONG A
 CK2634'SAND ROAD, SET NEAR A PALMETTO TREE, 24.8 METERS (81.6 FEET)
 CK2634'EAST-SOUTHEAST OF 866 6101 TIDAL 7, 26.0 METERS (85.3 FEET) NORTHEAST
 CK2634'OF 866 6101 TIDAL 1, 16.8 METERS (55.0 FEET) NORTH-NORTHWEST OF THE
 CK2634'NORTH BANK OF CHURCH CREEK, 12.6 METERS (41.5 FEET) NORTH-NORTHEAST OF
 CK2634'A 24-INCH LONE PALMETTO TREE.
 CK2634'THE MARK IS 0.90 M BELOW AREA.
 CK2634
 CK2634                          STATION RECOVERY (1995)
 CK2634
 CK2634'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2633 ***********************************************************************
 CK2633  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2633  DESIGNATION -  866 6101 TIDAL 4
 CK2633  PID         -  CK2633
 CK2633  STATE/COUNTY-  SC/CHARLESTON
 CK2633  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2633
 CK2633                         *CURRENT SURVEY CONTROL
 CK2633  ___________________________________________________________________
 CK2633* NAD 83(1986)-  32 42 29.     (N)    080 09 25.     (W)     SCALED    
 CK2633* NAVD 88     -         3.474  (meters)      11.40   (feet)  ADJUSTED  
 CK2633  ___________________________________________________________________
 CK2633  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2633  DYNAMIC HT  -           3.470 (meters)      11.38  (feet)  COMP
 CK2633  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CK2633
 CK2633  VERT ORDER  -  FIRST     CLASS II
 CK2633
 CK2633.The horizontal coordinates were scaled from a topographic map and have
 CK2633.an estimated accuracy of +/- 6 seconds.
 CK2633
 CK2633.The orthometric height was determined by differential leveling
 CK2633.and adjusted by the National Geodetic Survey in June 1991..
 CK2633
 CK2633.This Tidal Bench Mark is designated as VM 4252
 CK2633.by the Center for Operational Oceanographic Products and Services.
 CK2633
 CK2633.The geoid height was determined by GEOID03.
 CK2633
 CK2633.The dynamic height is computed by dividing the NAVD 88
 CK2633.geopotential number by the normal gravity value computed on the
 CK2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2633.degrees latitude (g = 980.6199 gals.).
 CK2633
 CK2633.The modeled gravity was interpolated from observed gravity values.
 CK2633
 CK2633;                    North         East    Units  Estimated Accuracy
 CK2633;SPC SC       -    97,330.      688,640.      MT  (+/- 180 meters Scaled)
 CK2633
 CK2633                          SUPERSEDED SURVEY CONTROL
 CK2633
 CK2633  NGVD 29 (03/21/89)    3.770  (m)           12.37   (f) ADJUSTED    1 2
 CK2633
 CK2633.Superseded values are not recommended for survey control.
 CK2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2633.See file dsdata.txt to determine how the superseded data were derived.
 CK2633
 CK2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS790192(NAD 83)
 CK2633_MARKER: DJ = TIDAL STATION DISK
 CK2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2633_SP_SET: CONCRETE POST
 CK2633_STAMPING: NO 4 1954
 CK2633_MARK LOGO: CGS   
 CK2633_PROJECTION: FLUSH
 CK2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2633+STABILITY: SURFACE MOTION
 CK2633
 CK2633  HISTORY     - Date     Condition        Report By
 CK2633  HISTORY     - 1954     MONUMENTED       CGS
 CK2633  HISTORY     - 1983     GOOD             SCGS
 CK2633  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 CK2633
 CK2633                          STATION DESCRIPTION
 CK2633
 CK2633'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2633'16.1 KM (10.0 MI) SW FROM SAINT ANDREWS.
 CK2633'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2633'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2633'WEST OF SAINT ANDREWS, THENCE 9.25 KILOMETERS (5.75 MILES) WEST ALONG
 CK2633'COUNTY ROAD S-10-54, THENCE 1.85 KILOMETERS (1.15 MILES) SOUTH ALONG A
 CK2633'SAND ROAD, SET AT THE HIGH POINT OF THE AREA JUST BEFORE GOING DOWN TO
 CK2633'CHURCH CREEK, 19.4 METERS (63.9 FEET) NORTHEAST OF 866 6101 TIDAL 2,
 CK2633'38.9 METERS (127.7 FEET) EAST OF 866 6101 TIDAL 7, 12.9 METERS (42.5
 CK2633'FEET) WEST OF THE SOUTH LIGHT POLE AT THE PICNIC AREA, 1.4 METERS (4.5
 CK2633'FEET) WEST-NORTHWEST OF A 24-INCH OAK TREE.
 CK2633'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2633
 CK2633                          STATION RECOVERY (1995)
 CK2633
 CK2633'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2638 ***********************************************************************
 CK2638  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2638  DESIGNATION -  866 6101 TIDAL 6
 CK2638  PID         -  CK2638
 CK2638  STATE/COUNTY-  SC/CHARLESTON
 CK2638  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2638
 CK2638                         *CURRENT SURVEY CONTROL
 CK2638  ___________________________________________________________________
 CK2638* NAD 83(1986)-  32 42 29.     (N)    080 09 25.     (W)     SCALED    
 CK2638* NAVD 88     -         4.515  (meters)      14.81   (feet)  ADJUSTED  
 CK2638  ___________________________________________________________________
 CK2638  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2638  DYNAMIC HT  -           4.510 (meters)      14.80  (feet)  COMP
 CK2638  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CK2638
 CK2638  VERT ORDER  -  FIRST     CLASS II
 CK2638
 CK2638.The horizontal coordinates were scaled from a topographic map and have
 CK2638.an estimated accuracy of +/- 6 seconds.
 CK2638
 CK2638.The orthometric height was determined by differential leveling
 CK2638.and adjusted by the National Geodetic Survey in June 1991..
 CK2638
 CK2638.This Tidal Bench Mark is designated as VM 4253
 CK2638.by the Center for Operational Oceanographic Products and Services.
 CK2638
 CK2638.The geoid height was determined by GEOID03.
 CK2638
 CK2638.The dynamic height is computed by dividing the NAVD 88
 CK2638.geopotential number by the normal gravity value computed on the
 CK2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2638.degrees latitude (g = 980.6199 gals.).
 CK2638
 CK2638.The modeled gravity was interpolated from observed gravity values.
 CK2638
 CK2638;                    North         East    Units  Estimated Accuracy
 CK2638;SPC SC       -    97,330.      688,640.      MT  (+/- 180 meters Scaled)
 CK2638
 CK2638                          SUPERSEDED SURVEY CONTROL
 CK2638
 CK2638  NGVD 29 (03/21/89)    4.811  (m)           15.78   (f) ADJUSTED    1 2
 CK2638
 CK2638.Superseded values are not recommended for survey control.
 CK2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2638.See file dsdata.txt to determine how the superseded data were derived.
 CK2638
 CK2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS790192(NAD 83)
 CK2638_MARKER: DJ = TIDAL STATION DISK
 CK2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2638_SP_SET: CONCRETE POST
 CK2638_STAMPING: NO 6 1974
 CK2638_MARK LOGO: NOS   
 CK2638_PROJECTION: FLUSH
 CK2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2638+STABILITY: SURFACE MOTION
 CK2638
 CK2638  HISTORY     - Date     Condition        Report By
 CK2638  HISTORY     - 1974     MONUMENTED       NOS
 CK2638  HISTORY     - 1983     GOOD             SCGS
 CK2638  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 CK2638
 CK2638                          STATION DESCRIPTION
 CK2638
 CK2638'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2638'16.1 KM (10.0 MI) SW FROM SAINT ANDREWS.
 CK2638'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2638'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2638'WEST OF SAINT ANDREWS, THENCE 9.25 KILOMETERS (5.75 MILES) WEST ALONG
 CK2638'COUNTY ROAD S-10-54, THENCE 1.85 KILOMETERS (1.15 MILES) SOUTH ALONG A
 CK2638'SAND ROAD, SET ON THE SOUTH SIDE OF THE DRIVEWAY BETWEEN THREE LARGE
 CK2638'OAK TREES FORMING A TRIANGLE (ONE TREE WITH A TWIN TRUNK), 29.0 METERS
 CK2638'(95.3 FEET) NORTHWEST OF 866 6101 TIDAL 4, 21.6 METERS (71.1 FEET)
 CK2638'EAST-NORTHEAST OF THE NORTH CORNER OF THE CINDER BLOCK PUMP HOUSE,
 CK2638'24.4 METERS (80.0 FEET) SOUTH OF A 24-INCH CEDAR TREE ON THE EAST SIDE
 CK2638'OF THE SAND DRIVEWAY, 21.0 METERS (69.0 FEET) EAST-SOUTHEAST OF THE
 CK2638'APPROXIMATE CENTER OF THE SAND DRIVEWAY.
 CK2638'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2638
 CK2638                          STATION RECOVERY (1995)
 CK2638
 CK2638'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2636 ***********************************************************************
 CK2636  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2636  DESIGNATION -  866 6101 TIDAL 7
 CK2636  PID         -  CK2636
 CK2636  STATE/COUNTY-  SC/CHARLESTON
 CK2636  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2636
 CK2636                         *CURRENT SURVEY CONTROL
 CK2636  ___________________________________________________________________
 CK2636* NAD 83(1986)-  32 42 29.     (N)    080 09 25.     (W)     SCALED    
 CK2636* NAVD 88     -         4.508  (meters)      14.79   (feet)  ADJUSTED  
 CK2636  ___________________________________________________________________
 CK2636  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CK2636  DYNAMIC HT  -           4.502 (meters)      14.77  (feet)  COMP
 CK2636  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CK2636
 CK2636  VERT ORDER  -  FIRST     CLASS II
 CK2636
 CK2636.The horizontal coordinates were scaled from a topographic map and have
 CK2636.an estimated accuracy of +/- 6 seconds.
 CK2636
 CK2636.The orthometric height was determined by differential leveling
 CK2636.and adjusted by the National Geodetic Survey in June 1991..
 CK2636
 CK2636.This Tidal Bench Mark is designated as VM 4254
 CK2636.by the Center for Operational Oceanographic Products and Services.
 CK2636
 CK2636.The geoid height was determined by GEOID03.
 CK2636
 CK2636.The dynamic height is computed by dividing the NAVD 88
 CK2636.geopotential number by the normal gravity value computed on the
 CK2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2636.degrees latitude (g = 980.6199 gals.).
 CK2636
 CK2636.The modeled gravity was interpolated from observed gravity values.
 CK2636
 CK2636;                    North         East    Units  Estimated Accuracy
 CK2636;SPC SC       -    97,330.      688,640.      MT  (+/- 180 meters Scaled)
 CK2636
 CK2636                          SUPERSEDED SURVEY CONTROL
 CK2636
 CK2636  NGVD 29 (03/21/89)    4.804  (m)           15.76   (f) ADJUSTED    1 2
 CK2636
 CK2636.Superseded values are not recommended for survey control.
 CK2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2636.See file dsdata.txt to determine how the superseded data were derived.
 CK2636
 CK2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS790192(NAD 83)
 CK2636_MARKER: DJ = TIDAL STATION DISK
 CK2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2636_SP_SET: CONCRETE POST
 CK2636_STAMPING: NO 7 1974
 CK2636_MARK LOGO: NOS   
 CK2636_PROJECTION: FLUSH
 CK2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2636+STABILITY: SURFACE MOTION
 CK2636
 CK2636  HISTORY     - Date     Condition        Report By
 CK2636  HISTORY     - 1974     MONUMENTED       NOS
 CK2636  HISTORY     - 1983     GOOD             SCGS
 CK2636  HISTORY     - 19950612 GOOD             USPSQD
 CK2636
 CK2636                          STATION DESCRIPTION
 CK2636
 CK2636'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2636'16.1 KM (10.0 MI) SW FROM SAINT ANDREWS.
 CK2636'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG COUNTY ROAD S-10-20 FROM THE
 CK2636'JUNCTION OF U.S. HIGHWAY 17, WHICH IS ABOUT 9.6 KILOMETERS (6.0 MILES)
 CK2636'WEST OF SAINT ANDREWS, THENCE 9.25 KILOMETERS (5.75 MILES) WEST ALONG
 CK2636'COUNTY ROAD S-10-54, THENCE 1.85 KILOMETERS (1.15 MILES) SOUTH ALONG A
 CK2636'SAND ROAD, SET NEAR A CONCRETE SLAB INBETWEEN THE HOUSE AND THE DOCK,
 CK2636'28.2 METERS (92.4 FEET) SOUTH-SOUTHWEST OF 866 6101 TIDAL 6,
 CK2636'17.7 METERS (58.3 FEET) EAST-NORTHEAST OF THE EAST CORNER OF THE
 CK2636'HOUSE, 14.9 METERS (49.1 FEET) SOUTH-SOUTHEAST OF THE EAST CORNER OF A
 CK2636'CINDER BLOCK PUMP HOUSE, 0.5 METER (1.9 FEET) EAST OF THE NORTH CORNER
 CK2636'OF THE 10- BY 10-FOOT CONCRETE SLAB.
 CK2636'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2636
 CK2636                          STATION RECOVERY (1995)
 CK2636
 CK2636'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0425 ***********************************************************************
 CJ0425  DESIGNATION -  866 6102 B TIDAL
 CJ0425  PID         -  CJ0425
 CJ0425  STATE/COUNTY-  SC/CHARLESTON
 CJ0425  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0425
 CJ0425                         *CURRENT SURVEY CONTROL
 CJ0425  ___________________________________________________________________
 CJ0425* NAD 83(1986)-  32 42 25.     (N)    079 56 18.     (W)     SCALED    
 CJ0425* NAVD 88     -         2.248  (meters)       7.38   (feet)  ADJUSTED  
 CJ0425  ___________________________________________________________________
 CJ0425  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ0425  DYNAMIC HT  -           2.245 (meters)       7.37  (feet)  COMP
 CJ0425  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CJ0425
 CJ0425  VERT ORDER  -  FIRST     CLASS II
 CJ0425
 CJ0425.The horizontal coordinates were scaled from a topographic map and have
 CJ0425.an estimated accuracy of +/- 6 seconds.
 CJ0425
 CJ0425.The orthometric height was determined by differential leveling
 CJ0425.and adjusted by the National Geodetic Survey in June 1991..
 CJ0425
 CJ0425.The geoid height was determined by GEOID03.
 CJ0425
 CJ0425.The dynamic height is computed by dividing the NAVD 88
 CJ0425.geopotential number by the normal gravity value computed on the
 CJ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0425.degrees latitude (g = 980.6199 gals.).
 CJ0425
 CJ0425.The modeled gravity was interpolated from observed gravity values.
 CJ0425
 CJ0425;                    North         East    Units  Estimated Accuracy
 CJ0425;SPC SC       -    97,400.      709,130.      MT  (+/- 180 meters Scaled)
 CJ0425
 CJ0425                          SUPERSEDED SURVEY CONTROL
 CJ0425
 CJ0425  NGVD 29 (03/21/89)    2.549  (m)            8.36   (f) ADJUSTED    1 2
 CJ0425
 CJ0425.Superseded values are not recommended for survey control.
 CJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0425.See file dsdata.txt to determine how the superseded data were derived.
 CJ0425
 CJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS995192(NAD 83)
 CJ0425_MARKER: DJ = TIDAL STATION DISK
 CJ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0425_SP_SET: CONCRETE POST
 CJ0425_STAMPING: 6102 B 1976
 CJ0425_MARK LOGO: NOS   
 CJ0425_PROJECTION: FLUSH
 CJ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0425+STABILITY: SURFACE MOTION
 CJ0425
 CJ0425  HISTORY     - Date     Condition        Report By
 CJ0425  HISTORY     - 1976     MONUMENTED       NOS
 CJ0425  HISTORY     - 1983     GOOD             SCGS
 CJ0425  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0425
 CJ0425                          STATION DESCRIPTION
 CJ0425
 CJ0425'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0425'4.0 KM (2.5 MI) SE FROM CENTERVILLE.
 CJ0425'7.3 KILOMETERS (4.55 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0425'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0425'THENCE 0.8 KILOMETER (0.55 MILE) EAST ALONG GRIMBALL ROAD
 CJ0425'EXTENSION, THENCE 0.5 KILOMETER (0.30 MILE) SOUTH ALONG
 CJ0425'COUNTY ROAD S-10-387, THENCE 2.15 KILOMETERS (1.35 MILES)
 CJ0425'EAST ALONG COUNTY ROAD S-10-389 TO END OF PAVEMENT, CONTINUE
 CJ0425'AHEAD FOR 0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG THE MAIN
 CJ0425'SAND ROAD, SET NEAR A WOODEN FENCE IN THE YARD OF A TWO STORY
 CJ0425'HOUSE, 19.6 METERS (64.3 FEET) WEST NORTHWEST OF THE APPROXIMATE
 CJ0425'CENTER OF A RED BRICK CHIMNEY, 41.1 METERS (135.0 FEET)
 CJ0425'NORTHWEST OF A TWO FOOT WIDE SEA WALL, 11.9 METERS (39.5 FEET)
 CJ0425'EAST SOUTHEAST OF POWER POLE NUMBER 21915, 0.9 METER (3.0 FEET)
 CJ0425'NORTH NORTHEAST OF THE WOODEN FENCE.
 CJ0425'THE MARK IS ABOVE LEVEL WITH AREA.
 CJ0425
 CJ0425                          STATION RECOVERY (1992)
 CJ0425
 CJ0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0425'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0429 ***********************************************************************
 CJ0429  DESIGNATION -  866 6102 C TIDAL
 CJ0429  PID         -  CJ0429
 CJ0429  STATE/COUNTY-  SC/CHARLESTON
 CJ0429  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0429
 CJ0429                         *CURRENT SURVEY CONTROL
 CJ0429  ___________________________________________________________________
 CJ0429* NAD 83(1986)-  32 42 25.     (N)    079 56 18.     (W)     SCALED    
 CJ0429* NAVD 88     -         2.501  (meters)       8.21   (feet)  ADJUSTED  
 CJ0429  ___________________________________________________________________
 CJ0429  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ0429  DYNAMIC HT  -           2.498 (meters)       8.20  (feet)  COMP
 CJ0429  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CJ0429
 CJ0429  VERT ORDER  -  FIRST     CLASS II
 CJ0429
 CJ0429.The horizontal coordinates were scaled from a topographic map and have
 CJ0429.an estimated accuracy of +/- 6 seconds.
 CJ0429
 CJ0429.The orthometric height was determined by differential leveling
 CJ0429.and adjusted by the National Geodetic Survey in June 1991..
 CJ0429
 CJ0429.The geoid height was determined by GEOID03.
 CJ0429
 CJ0429.The dynamic height is computed by dividing the NAVD 88
 CJ0429.geopotential number by the normal gravity value computed on the
 CJ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0429.degrees latitude (g = 980.6199 gals.).
 CJ0429
 CJ0429.The modeled gravity was interpolated from observed gravity values.
 CJ0429
 CJ0429;                    North         East    Units  Estimated Accuracy
 CJ0429;SPC SC       -    97,400.      709,130.      MT  (+/- 180 meters Scaled)
 CJ0429
 CJ0429                          SUPERSEDED SURVEY CONTROL
 CJ0429
 CJ0429  NGVD 29 (03/21/89)    2.802  (m)            9.19   (f) ADJUSTED    1 2
 CJ0429
 CJ0429.Superseded values are not recommended for survey control.
 CJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0429.See file dsdata.txt to determine how the superseded data were derived.
 CJ0429
 CJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS995192(NAD 83)
 CJ0429_MARKER: DJ = TIDAL STATION DISK
 CJ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0429_SP_SET: CONCRETE POST
 CJ0429_STAMPING: 6102 C 1976
 CJ0429_MARK LOGO: NOS   
 CJ0429_PROJECTION: FLUSH
 CJ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0429+STABILITY: SURFACE MOTION
 CJ0429
 CJ0429  HISTORY     - Date     Condition        Report By
 CJ0429  HISTORY     - 1976     MONUMENTED       NOS
 CJ0429  HISTORY     - 1983     GOOD             SCGS
 CJ0429  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0429
 CJ0429                          STATION DESCRIPTION
 CJ0429
 CJ0429'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0429'4.0 KM (2.5 MI) SE FROM CENTERVILLE.
 CJ0429'7.3 KILOMETERS (4.55 MILES) SOUTH ALONG STATE HIGHWAY
 CJ0429'171 FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES
 CJ0429'ISLAND, THENCE 0.8 KILOMETER (0.5 MILE) EAST ALONG
 CJ0429'GRIMBALL ROAD EXTENSION, THENCE 0.5 KILOMETER (0.3
 CJ0429'MILE) SOUTH ALONG COUNTY ROAD S-10-387, THENCE 2.15
 CJ0429'KILOMETERS (1.35 MILES) EASTERLY ALONG COUNTY ROAD
 CJ0429'S-10-389 TO END OF PAVEMENT, CONTINUE EASTERLY
 CJ0429'ALONG THE SAND ROAD FOR 0.25 KILOMETER (0.15 MILE)
 CJ0429'SET NEAR A FENCE CORNER AT A DRIVEWAY LEADING TO A
 CJ0429'CINDER BLOCK HOUSE, 26.1 METERS (85.4 FEET) NORTH
 CJ0429'NORTHWEST OF 866 6102 G TIDAL, 19.6 METERS (64.2 FEET)
 CJ0429'EAST NORTHEAST OF A POWER POLE NUMBER 61897, 1.5
 CJ0429'METERS (5.0 FEET) EAST SOUTHEAST OF THE APPROXIMATE
 CJ0429'CENTER OF SAND DRIVE, 0.7 METER (2.5 FEET) WEST OF THE
 CJ0429'FENCE CORNER.
 CJ0429'THE MARK IS 0.30 M ABOVE SAND DRIVE.
 CJ0429
 CJ0429                          STATION RECOVERY (1992)
 CJ0429
 CJ0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0429'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0428 ***********************************************************************
 CJ0428  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0428  DESIGNATION -  866 6102 D TIDAL
 CJ0428  PID         -  CJ0428
 CJ0428  STATE/COUNTY-  SC/CHARLESTON
 CJ0428  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0428
 CJ0428                         *CURRENT SURVEY CONTROL
 CJ0428  ___________________________________________________________________
 CJ0428* NAD 83(1986)-  32 42 23.     (N)    079 56 15.     (W)     SCALED    
 CJ0428* NAVD 88     -         2.743  (meters)       9.00   (feet)  ADJUSTED  
 CJ0428  ___________________________________________________________________
 CJ0428  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ0428  DYNAMIC HT  -           2.740 (meters)       8.99  (feet)  COMP
 CJ0428  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CJ0428
 CJ0428  VERT ORDER  -  FIRST     CLASS II
 CJ0428
 CJ0428.The horizontal coordinates were scaled from a topographic map and have
 CJ0428.an estimated accuracy of +/- 6 seconds.
 CJ0428
 CJ0428.The orthometric height was determined by differential leveling
 CJ0428.and adjusted by the National Geodetic Survey in June 1991..
 CJ0428
 CJ0428.This Tidal Bench Mark is designated as VM 4259
 CJ0428.by the Center for Operational Oceanographic Products and Services.
 CJ0428
 CJ0428.The geoid height was determined by GEOID03.
 CJ0428
 CJ0428.The dynamic height is computed by dividing the NAVD 88
 CJ0428.geopotential number by the normal gravity value computed on the
 CJ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0428.degrees latitude (g = 980.6199 gals.).
 CJ0428
 CJ0428.The modeled gravity was interpolated from observed gravity values.
 CJ0428
 CJ0428;                    North         East    Units  Estimated Accuracy
 CJ0428;SPC SC       -    97,340.      709,210.      MT  (+/- 180 meters Scaled)
 CJ0428
 CJ0428                          SUPERSEDED SURVEY CONTROL
 CJ0428
 CJ0428  NGVD 29 (03/21/89)    3.044  (m)            9.99   (f) ADJUSTED    1 2
 CJ0428
 CJ0428.Superseded values are not recommended for survey control.
 CJ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0428.See file dsdata.txt to determine how the superseded data were derived.
 CJ0428
 CJ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS995192(NAD 83)
 CJ0428_MARKER: DJ = TIDAL STATION DISK
 CJ0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0428_SP_SET: COPPER-CLAD STEEL ROD
 CJ0428_STAMPING: 6102 D 1976
 CJ0428_MARK LOGO: NOS   
 CJ0428_PROJECTION: FLUSH
 CJ0428_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0428+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0428_ROD/PIPE-DEPTH: 12.1 meters
 CJ0428
 CJ0428  HISTORY     - Date     Condition        Report By
 CJ0428  HISTORY     - 1976     MONUMENTED       NOS
 CJ0428  HISTORY     - 1983     GOOD             SCGS
 CJ0428  HISTORY     - 19920817 GOOD             NGS
 CJ0428
 CJ0428                          STATION DESCRIPTION
 CJ0428
 CJ0428'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0428'4.0 KM (2.5 MI) SE FROM CENTERVILLE.
 CJ0428'THE MARK IS ABOVE LEVEL WITH AREA.
 CJ0428'7.3 KILOMETERS (4.55 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0428'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0428'THENCE 0.8 KILOMETER (0.5 MILE) EAST ALONG GRIMBALL ROAD
 CJ0428'EXTENSION, THENCE 0.5 KILOMETER (0.3 MILE) SOUTH ALONG
 CJ0428'COUNTY ROAD S-10-387, THENCE 2.15 KILOMETERS (1.35 MILES)
 CJ0428'EAST ALONG COUNTY ROAD S-10-389 TO END OF PAVEMENT, CONTINUE
 CJ0428'AHEAD FOR 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG THE MAIN
 CJ0428'SAND ROAD, SET NEAR A POWER POLE IN THE FRONT YARD OF A TWO
 CJ0428'STORY HOUSE, 5.1 METERS (16.6 FEET) EAST SOUTHEAST OF A POWER
 CJ0428'POLE NUMBER 85081, 14.3 METERS (47.0 FEET) SOUTHWEST OF THE
 CJ0428'APPROXIMATE CENTER OF THE MAIN SAND ROAD, 28.3 METERS
 CJ0428'(93.0 FEET) EAST NORTHEAST OF A CHAIN LINK FENCE WITH
 CJ0428'WOOD POLES, 31.3 METERS (103.0 FEET) NORTH OF THE NORTHEAST
 CJ0428'CORNER OF THE HOUSE.
 CJ0428
 CJ0428                          STATION RECOVERY (1992)
 CJ0428
 CJ0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0428'7.1 KM (4.40 MI) SOUTHERLY ALONG STATE HIGHWAY 171 (FOLLY ROAD) FROM
 CJ0428'THE JUNCTION OF STATE HIGHWAY 700 IN JAMES ISLAND, THENCE 0.8 KM
 CJ0428'(0.50 MI) EASTERLY ALONG CRIMBALL ROAD, THENCE 0.5 KM (0.30 MI)
 CJ0428'SOUTHERLY ALONG OLD MILITARY ROAD, THENCE 2.2 KM (1.35 MI)
 CJ0428'NORTHEASTERLY ALONG FORT LARMAR ROAD AND A SAND ROAD, 31.3 M (102.7
 CJ0428'FT) NORTH OF THE NORTHEAST CORNER OF THE SKINNER RESIDENCE AT 1669
 CJ0428'FORT LARMAR ROAD, 28.3 M (92.8 FT) NORTHEAST OF A WOODEN FENCE, 23.6
 CJ0428'M (77.4 FT) NORTH-NORTHWEST OF UTILITY POLE NUMBER 85082, 14.3 M
 CJ0428'(46.9 FT) SOUTHWEST OF AND LEVEL WITH THE ROAD CENTER, AND 5.1 M
 CJ0428'(16.7 FT) EAST-SOUTHEAST OF UTILITY POLE NUMBER 85081.  NOTE--THE
 CJ0428'DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.03 M (0.10 FT)
 CJ0428'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0424 ***********************************************************************
 CJ0424  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0424  DESIGNATION -  866 6102 E TIDAL
 CJ0424  PID         -  CJ0424
 CJ0424  STATE/COUNTY-  SC/CHARLESTON
 CJ0424  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0424
 CJ0424                         *CURRENT SURVEY CONTROL
 CJ0424  ___________________________________________________________________
 CJ0424* NAD 83(1986)-  32 42 19.     (N)    079 56 22.     (W)     SCALED    
 CJ0424* NAVD 88     -         2.553  (meters)       8.38   (feet)  ADJUSTED  
 CJ0424  ___________________________________________________________________
 CJ0424  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ0424  DYNAMIC HT  -           2.550 (meters)       8.37  (feet)  COMP
 CJ0424  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CJ0424
 CJ0424  VERT ORDER  -  FIRST     CLASS II
 CJ0424
 CJ0424.The horizontal coordinates were scaled from a topographic map and have
 CJ0424.an estimated accuracy of +/- 6 seconds.
 CJ0424
 CJ0424.The orthometric height was determined by differential leveling
 CJ0424.and adjusted by the National Geodetic Survey in June 1991..
 CJ0424
 CJ0424.This Tidal Bench Mark is designated as VM 4260
 CJ0424.by the Center for Operational Oceanographic Products and Services.
 CJ0424
 CJ0424.The geoid height was determined by GEOID03.
 CJ0424
 CJ0424.The dynamic height is computed by dividing the NAVD 88
 CJ0424.geopotential number by the normal gravity value computed on the
 CJ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0424.degrees latitude (g = 980.6199 gals.).
 CJ0424
 CJ0424.The modeled gravity was interpolated from observed gravity values.
 CJ0424
 CJ0424;                    North         East    Units  Estimated Accuracy
 CJ0424;SPC SC       -    97,210.      709,030.      MT  (+/- 180 meters Scaled)
 CJ0424
 CJ0424                          SUPERSEDED SURVEY CONTROL
 CJ0424
 CJ0424  NGVD 29 (03/21/89)    2.855  (m)            9.37   (f) ADJUSTED    1 2
 CJ0424
 CJ0424.Superseded values are not recommended for survey control.
 CJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0424.See file dsdata.txt to determine how the superseded data were derived.
 CJ0424
 CJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS994191(NAD 83)
 CJ0424_MARKER: DJ = TIDAL STATION DISK
 CJ0424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0424_SP_SET: COPPER-CLAD STEEL ROD
 CJ0424_STAMPING: 6102 E 1976
 CJ0424_MARK LOGO: NOS   
 CJ0424_PROJECTION: FLUSH
 CJ0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0424+STABILITY: POSITION/ELEVATION WELL
 CJ0424_ROD/PIPE-DEPTH: 12.1 meters
 CJ0424
 CJ0424  HISTORY     - Date     Condition        Report By
 CJ0424  HISTORY     - 1976     MONUMENTED       NOS
 CJ0424  HISTORY     - 1983     GOOD             SCGS
 CJ0424  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0424
 CJ0424                          STATION DESCRIPTION
 CJ0424
 CJ0424'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0424'4.0 KM (2.5 MI) SE FROM CENTERVILLE.
 CJ0424'7.3 KILOMETERS (4.55 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0424'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0424'THENCE 0.8 KILOMETER (0.5 MILE) EAST ALONG GRIMBALL ROAD
 CJ0424'EXTENSION, THENCE 0.5 KILOMETER (0.3 MILE) SOUTH ALONG
 CJ0424'COUNTY ROAD S-10-387, THENCE 2.15 KILOMETERS (1.35 MILES) EAST
 CJ0424'ALONG COUNTY ROAD S-10-389 TO END OF PAVEMENT, SET NEAR
 CJ0424'A BRICK WALL AT THE END OF THE PAVEMENT, 22.6 METERS
 CJ0424'(74.0 FEET) EAST OF THE APPROXIMATE END OF PAVEMENT,
 CJ0424'6.1 METERS (20.0 FEET) SOUTHEAST OF THE
 CJ0424'APPROXIMATE CENTER OF THE MAIN SAND ROAD, 4.3 METERS
 CJ0424'(14.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF A SAND DRIVE
 CJ0424'THAT GOES THROUGH THE BRICK WALL, 1.7 METERS (5.4 FEET) NORTH
 CJ0424'OF THE CORNER OF THE BRICK WALL, 17.1 METERS (56.0 FEET) EAST
 CJ0424'NORTHEAST OF A TELEPHONE JUNCTION BOX.
 CJ0424'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CJ0424
 CJ0424                          STATION RECOVERY (1992)
 CJ0424
 CJ0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0424'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0426 ***********************************************************************
 CJ0426  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0426  DESIGNATION -  866 6102 F TIDAL
 CJ0426  PID         -  CJ0426
 CJ0426  STATE/COUNTY-  SC/CHARLESTON
 CJ0426  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0426
 CJ0426                         *CURRENT SURVEY CONTROL
 CJ0426  ___________________________________________________________________
 CJ0426* NAD 83(1986)-  32 42 25.     (N)    079 56 14.     (W)     SCALED    
 CJ0426* NAVD 88     -         2.287  (meters)       7.50   (feet)  ADJUSTED  
 CJ0426  ___________________________________________________________________
 CJ0426  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ0426  DYNAMIC HT  -           2.285 (meters)       7.50  (feet)  COMP
 CJ0426  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CJ0426
 CJ0426  VERT ORDER  -  FIRST     CLASS II
 CJ0426
 CJ0426.The horizontal coordinates were scaled from a topographic map and have
 CJ0426.an estimated accuracy of +/- 6 seconds.
 CJ0426
 CJ0426.The orthometric height was determined by differential leveling
 CJ0426.and adjusted by the National Geodetic Survey in June 1991..
 CJ0426
 CJ0426.This Tidal Bench Mark is designated as VM 4261
 CJ0426.by the Center for Operational Oceanographic Products and Services.
 CJ0426
 CJ0426.The geoid height was determined by GEOID03.
 CJ0426
 CJ0426.The dynamic height is computed by dividing the NAVD 88
 CJ0426.geopotential number by the normal gravity value computed on the
 CJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0426.degrees latitude (g = 980.6199 gals.).
 CJ0426
 CJ0426.The modeled gravity was interpolated from observed gravity values.
 CJ0426
 CJ0426;                    North         East    Units  Estimated Accuracy
 CJ0426;SPC SC       -    97,400.      709,240.      MT  (+/- 180 meters Scaled)
 CJ0426
 CJ0426                          SUPERSEDED SURVEY CONTROL
 CJ0426
 CJ0426  NGVD 29 (03/21/89)    2.589  (m)            8.49   (f) ADJUSTED    1 2
 CJ0426
 CJ0426.Superseded values are not recommended for survey control.
 CJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0426.See file dsdata.txt to determine how the superseded data were derived.
 CJ0426
 CJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS996192(NAD 83)
 CJ0426_MARKER: DJ = TIDAL STATION DISK
 CJ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0426_SP_SET: CONCRETE POST
 CJ0426_STAMPING: 6102 F 1983
 CJ0426_MARK LOGO: NOS   
 CJ0426_PROJECTION: FLUSH
 CJ0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0426
 CJ0426  HISTORY     - Date     Condition        Report By
 CJ0426  HISTORY     - 1983     MONUMENTED       NOS
 CJ0426  HISTORY     - 1983     GOOD             SCGS
 CJ0426  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0426
 CJ0426                          STATION DESCRIPTION
 CJ0426
 CJ0426'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0426'4.0 KM (2.5 MI) SE FROM CENTERVILLE.
 CJ0426'7.3 KILOMETERS (4.55 MILES) SOUTH ALONG STATE HIGHWAY 171 FROM THE
 CJ0426'JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, THENCE 0.8
 CJ0426'KILOMETER (0.5 MILE) EAST ALONG GRIMBALL ROAD EXTENSION,
 CJ0426'THENCE 0.5 KILOMETER (0.3 MILE) SOUTH ALONG COUNTY ROAD
 CJ0426'S-10-387, THENCE 2.15 KILOMETERS (1.35 MILES) EASTERLY ALONG
 CJ0426'COUNTY ROAD S-10-389 TO THE END OF PAVEMENT, CONTINUE
 CJ0426'EASTERLY ALONG THE SAND ROAD FOR 0.25 KILOMETER (0.15 MILE)
 CJ0426'SET NEAR A 4 FOOT HIGH WOOD FENCE ON THE EAST SIDE OF A
 CJ0426'SAND DRIVE, 18.6 METERS (61.2 FEET) WEST NORTHWEST OF THE
 CJ0426'SOUTHWEST CORNER OF A BRICK CHIMNEY, 16.5 METERS (54.2
 CJ0426'FEET) SOUTH SOUTHWEST OF A LONE 60 INCH OAK TREE, 12.7
 CJ0426'METERS (41.7 FEET) EAST SOUTHEAST OF POWER POLE NUMBER
 CJ0426'21915, 0.4 METER (1.3 FEET) NORTH NORTHEAST OF THE WOODEN
 CJ0426'FENCE.
 CJ0426'THE MARK IS ABOVE LEVEL WITH AREA.
 CJ0426
 CJ0426                          STATION RECOVERY (1992)
 CJ0426
 CJ0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0426'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0427 ***********************************************************************
 CJ0427  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0427  DESIGNATION -  866 6102 G TIDAL
 CJ0427  PID         -  CJ0427
 CJ0427  STATE/COUNTY-  SC/CHARLESTON
 CJ0427  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0427
 CJ0427                         *CURRENT SURVEY CONTROL
 CJ0427  ___________________________________________________________________
 CJ0427* NAD 83(1986)-  32 42 24.     (N)    079 56 14.     (W)     SCALED    
 CJ0427* NAVD 88     -         2.855  (meters)       9.37   (feet)  ADJUSTED  
 CJ0427  ___________________________________________________________________
 CJ0427  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 CJ0427  DYNAMIC HT  -           2.852 (meters)       9.36  (feet)  COMP
 CJ0427  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CJ0427
 CJ0427  VERT ORDER  -  FIRST     CLASS II
 CJ0427
 CJ0427.The horizontal coordinates were scaled from a topographic map and have
 CJ0427.an estimated accuracy of +/- 6 seconds.
 CJ0427
 CJ0427.The orthometric height was determined by differential leveling
 CJ0427.and adjusted by the National Geodetic Survey in June 1991..
 CJ0427
 CJ0427.This Tidal Bench Mark is designated as VM 4262
 CJ0427.by the Center for Operational Oceanographic Products and Services.
 CJ0427
 CJ0427.The geoid height was determined by GEOID03.
 CJ0427
 CJ0427.The dynamic height is computed by dividing the NAVD 88
 CJ0427.geopotential number by the normal gravity value computed on the
 CJ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0427.degrees latitude (g = 980.6199 gals.).
 CJ0427
 CJ0427.The modeled gravity was interpolated from observed gravity values.
 CJ0427
 CJ0427;                    North         East    Units  Estimated Accuracy
 CJ0427;SPC SC       -    97,370.      709,240.      MT  (+/- 180 meters Scaled)
 CJ0427
 CJ0427                          SUPERSEDED SURVEY CONTROL
 CJ0427
 CJ0427  NGVD 29 (03/21/89)    3.156  (m)           10.35   (f) ADJUSTED    1 2
 CJ0427
 CJ0427.Superseded values are not recommended for survey control.
 CJ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0427.See file dsdata.txt to determine how the superseded data were derived.
 CJ0427
 CJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS996192(NAD 83)
 CJ0427_MARKER: DJ = TIDAL STATION DISK
 CJ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0427_SP_SET: CONCRETE POST
 CJ0427_STAMPING: 6102 G 1983
 CJ0427_MARK LOGO: NOS   
 CJ0427_PROJECTION: FLUSH
 CJ0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0427
 CJ0427  HISTORY     - Date     Condition        Report By
 CJ0427  HISTORY     - 1983     MONUMENTED       NOS
 CJ0427  HISTORY     - 1983     GOOD             SCGS
 CJ0427  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0427
 CJ0427                          STATION DESCRIPTION
 CJ0427
 CJ0427'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0427'4.0 KM (2.5 MI) SE FROM CENTERVILLE.
 CJ0427'7.3 KILOMETERS (4.55 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0427'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND,
 CJ0427'THENCE 0.8 KILOMETER (0.5 MILE) EAST ALONG GRIMBALL ROAD
 CJ0427'EXTENSION, THENCE 0.5 KILOMETER (0.3 MILE) SOUTH ALONG COUNTY
 CJ0427'ROAD S-10-387, THENCE 2.15 KILOMETERS (1.35 MILES) EASTERLY
 CJ0427'ALONG COUNTY ROAD S-10-389 TO END OF PAVEMENT, CONTINUE AHEAD
 CJ0427'EASTERLY ALONG A SAND DRIVE FOR 0.2 KILOMETER (0.1 MILE), SET
 CJ0427'NEAR THE SOUTHEAST CORNER OF A SMALL CINDER BLOCK SHED, 24.4
 CJ0427'METERS (80.0 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE CENTER
 CJ0427'OF A SAND DRIVE, 13.7 METERS (45.1 FEET) WEST NORTHWEST OF
 CJ0427'THE SOUTHWEST CORNER OF A ONE STORY CINDER BLOCK HOUSE, 2.5 METERS
 CJ0427'(8.6 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SMALL
 CJ0427'CINDER BLOCK SHED, 4.9 METERS (16.0 FEET) EAST NORTHEAST OF
 CJ0427'THE SOUTHWEST CORNER OF THE SMALL CINDER BLOCK SHED.
 CJ0427'THE MARK IS 0.30 M ABOVE AREA.
 CJ0427
 CJ0427                          STATION RECOVERY (1992)
 CJ0427
 CJ0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0427'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2467 ***********************************************************************
 CK2467  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2467  DESIGNATION -  866 6131 A TIDAL
 CK2467  PID         -  CK2467
 CK2467  STATE/COUNTY-  SC/CHARLESTON
 CK2467  USGS QUAD   -  ADAMS RUN (1972)
 CK2467
 CK2467                         *CURRENT SURVEY CONTROL
 CK2467  ___________________________________________________________________
 CK2467* NAD 83(1986)-  32 42 13.     (N)    080 16 41.     (W)     SCALED    
 CK2467* NAVD 88     -         3.337  (meters)      10.95   (feet)  ADJUSTED  
 CK2467  ___________________________________________________________________
 CK2467  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CK2467  DYNAMIC HT  -           3.333 (meters)      10.94  (feet)  COMP
 CK2467  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CK2467
 CK2467  VERT ORDER  -  FIRST     CLASS II
 CK2467
 CK2467.The horizontal coordinates were scaled from a topographic map and have
 CK2467.an estimated accuracy of +/- 6 seconds.
 CK2467
 CK2467.The orthometric height was determined by differential leveling
 CK2467.and adjusted by the National Geodetic Survey in June 1991..
 CK2467
 CK2467.This Tidal Bench Mark is designated as VM 4263
 CK2467.by the Center for Operational Oceanographic Products and Services.
 CK2467
 CK2467.The geoid height was determined by GEOID03.
 CK2467
 CK2467.The dynamic height is computed by dividing the NAVD 88
 CK2467.geopotential number by the normal gravity value computed on the
 CK2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2467.degrees latitude (g = 980.6199 gals.).
 CK2467
 CK2467.The modeled gravity was interpolated from observed gravity values.
 CK2467
 CK2467;                    North         East    Units  Estimated Accuracy
 CK2467;SPC SC       -    96,750.      677,290.      MT  (+/- 180 meters Scaled)
 CK2467
 CK2467                          SUPERSEDED SURVEY CONTROL
 CK2467
 CK2467  NGVD 29 (03/21/89)    3.630  (m)           11.91   (f) ADJUSTED    1 2
 CK2467
 CK2467.Superseded values are not recommended for survey control.
 CK2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2467.See file dsdata.txt to determine how the superseded data were derived.
 CK2467
 CK2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS676186(NAD 83)
 CK2467_MARKER: DJ = TIDAL STATION DISK
 CK2467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2467_SP_SET: STAINLESS STEEL ROD
 CK2467_STAMPING: 6131 A 1977
 CK2467_MARK LOGO: NOS   
 CK2467_PROJECTION: FLUSH
 CK2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2467_ROD/PIPE-DEPTH: 8.5  meters
 CK2467
 CK2467  HISTORY     - Date     Condition        Report By
 CK2467  HISTORY     - 1977     MONUMENTED       NOS
 CK2467  HISTORY     - 1983     GOOD             SCGS
 CK2467
 CK2467                          STATION DESCRIPTION
 CK2467
 CK2467'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2467'7.1 KM (4.4 MI) SW FROM HOLLYWOOD.
 CK2467'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2467'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2467'ALONG STATE HIGHWAY 165, THENCE 3.45 KILOMETERS (2.15 MILES) SOUTHWEST
 CK2467'ALONG COUNTY ROAD S-10-390, THENCE 1.05 KILOMETERS (0.65 MILE) SOUTH
 CK2467'ALONG A DIRT ROAD, THENCE 0.8 KILOMETER (0.5 MILE) SOUTHEAST ALONG A
 CK2467'DIRT ROAD, SET NEAR A 7-INCH MAGNOLIA TREE AT THE RIVER BANK ON THE
 CK2467'EAST SIDE OF A ONE-STORY WOOD HOUSE, 22.6 METERS (74.2 FEET) EAST OF
 CK2467'THE EAST SIDE OF A BRICK CHIMNEY, 5.8 METERS (19.0 FEET) WEST OF THE
 CK2467'APPROXIMATE EDGE OF THE RIVER BANK, 3.0 METERS (10.0 FEET) SOUTHEAST
 CK2467'OF THE 7-INCH MAGNOLIA TREE, 1.8 METERS (6.0 FEET) NORTH OF AN OLD
 CK2467'FOUNDATION MADE OF TABBY.
 CK2467'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2465 ***********************************************************************
 CK2465  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2465  DESIGNATION -  866 6131 C TIDAL
 CK2465  PID         -  CK2465
 CK2465  STATE/COUNTY-  SC/CHARLESTON
 CK2465  USGS QUAD   -  ADAMS RUN (1972)
 CK2465
 CK2465                         *CURRENT SURVEY CONTROL
 CK2465  ___________________________________________________________________
 CK2465* NAD 83(1986)-  32 42 13.     (N)    080 16 41.     (W)     SCALED    
 CK2465* NAVD 88     -         3.530  (meters)      11.58   (feet)  ADJUSTED  
 CK2465  ___________________________________________________________________
 CK2465  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CK2465  DYNAMIC HT  -           3.526 (meters)      11.57  (feet)  COMP
 CK2465  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CK2465
 CK2465  VERT ORDER  -  FIRST     CLASS II
 CK2465
 CK2465.The horizontal coordinates were scaled from a topographic map and have
 CK2465.an estimated accuracy of +/- 6 seconds.
 CK2465
 CK2465.The orthometric height was determined by differential leveling
 CK2465.and adjusted by the National Geodetic Survey in June 1991..
 CK2465
 CK2465.This Tidal Bench Mark is designated as VM 4265
 CK2465.by the Center for Operational Oceanographic Products and Services.
 CK2465
 CK2465.The geoid height was determined by GEOID03.
 CK2465
 CK2465.The dynamic height is computed by dividing the NAVD 88
 CK2465.geopotential number by the normal gravity value computed on the
 CK2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2465.degrees latitude (g = 980.6199 gals.).
 CK2465
 CK2465.The modeled gravity was interpolated from observed gravity values.
 CK2465
 CK2465;                    North         East    Units  Estimated Accuracy
 CK2465;SPC SC       -    96,750.      677,290.      MT  (+/- 180 meters Scaled)
 CK2465
 CK2465                          SUPERSEDED SURVEY CONTROL
 CK2465
 CK2465  NGVD 29 (03/21/89)    3.823  (m)           12.54   (f) ADJUSTED    1 2
 CK2465
 CK2465.Superseded values are not recommended for survey control.
 CK2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2465.See file dsdata.txt to determine how the superseded data were derived.
 CK2465
 CK2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS676186(NAD 83)
 CK2465_MARKER: DJ = TIDAL STATION DISK
 CK2465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2465_SP_SET: STAINLESS STEEL ROD
 CK2465_STAMPING: 6131 C 1977
 CK2465_MARK LOGO: NOS   
 CK2465_PROJECTION: FLUSH
 CK2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2465_ROD/PIPE-DEPTH: 10.7 meters
 CK2465
 CK2465  HISTORY     - Date     Condition        Report By
 CK2465  HISTORY     - 1977     MONUMENTED       NOS
 CK2465  HISTORY     - 1983     GOOD             SCGS
 CK2465
 CK2465                          STATION DESCRIPTION
 CK2465
 CK2465'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2465'7.1 KM (4.4 MI) SW FROM HOLLYWOOD.
 CK2465'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2465'HOLLYWOOD POST OFFICE, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2465'ALONG STATE HIGHWAY 165, THENCE 3.45 KILOMETERS (2.15 MILES) SOUTHWEST
 CK2465'ALONG COUNTY ROAD S-10-390, THENCE 1.05 KILOMETER (0.65 MILE) SOUTH
 CK2465'ALONG A DIRT ROAD, THENCE 0.8 KILOMETER (0.5 MILE) SOUTHEAST ALONG A
 CK2465'DIRT ROAD, SET BY A POWER POLE ON THE WEST SIDE OF A ONE-STORY HOUSE,
 CK2465'23.9 METERS (78.8 FEET) WEST-NORTHWEST OF THE WEST CORNER OF THE
 CK2465'HOUSE, 16.6 METERS (54.0 FEET) NORTH-NORTHWEST OF A CIRCLE DRIVE IN
 CK2465'FRONT OF THE HOUSE, 13.8 METERS (45.2 FEET) SOUTHWEST OF THE SOUTH
 CK2465'CORNER OF THE SMALL WOOD GARAGE, 2.3 METERS (7.4 FEET) SOUTH-SOUTHWEST
 CK2465'OF POWER POLE NUMBER 95909.
 CK2465'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2468 ***********************************************************************
 CK2468  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2468  DESIGNATION -  866 6131 D TIDAL
 CK2468  PID         -  CK2468
 CK2468  STATE/COUNTY-  SC/CHARLESTON
 CK2468  USGS QUAD   -  ADAMS RUN (1972)
 CK2468
 CK2468                         *CURRENT SURVEY CONTROL
 CK2468  ___________________________________________________________________
 CK2468* NAD 83(1986)-  32 42 13.     (N)    080 16 41.     (W)     SCALED    
 CK2468* NAVD 88     -         1.291  (meters)       4.24   (feet)  ADJUSTED  
 CK2468  ___________________________________________________________________
 CK2468  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CK2468  DYNAMIC HT  -           1.290 (meters)       4.23  (feet)  COMP
 CK2468  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CK2468
 CK2468  VERT ORDER  -  FIRST     CLASS II
 CK2468
 CK2468.The horizontal coordinates were scaled from a topographic map and have
 CK2468.an estimated accuracy of +/- 6 seconds.
 CK2468
 CK2468.The orthometric height was determined by differential leveling
 CK2468.and adjusted by the National Geodetic Survey in June 1991..
 CK2468
 CK2468.This Tidal Bench Mark is designated as VM 4266
 CK2468.by the Center for Operational Oceanographic Products and Services.
 CK2468
 CK2468.The geoid height was determined by GEOID03.
 CK2468
 CK2468.The dynamic height is computed by dividing the NAVD 88
 CK2468.geopotential number by the normal gravity value computed on the
 CK2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2468.degrees latitude (g = 980.6199 gals.).
 CK2468
 CK2468.The modeled gravity was interpolated from observed gravity values.
 CK2468
 CK2468;                    North         East    Units  Estimated Accuracy
 CK2468;SPC SC       -    96,750.      677,290.      MT  (+/- 180 meters Scaled)
 CK2468
 CK2468                          SUPERSEDED SURVEY CONTROL
 CK2468
 CK2468  NGVD 29 (03/21/89)    1.584  (m)            5.20   (f) ADJUSTED    1 2
 CK2468
 CK2468.Superseded values are not recommended for survey control.
 CK2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2468.See file dsdata.txt to determine how the superseded data were derived.
 CK2468
 CK2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS676186(NAD 83)
 CK2468_MARKER: DJ = TIDAL STATION DISK
 CK2468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2468_SP_SET: STAINLESS STEEL ROD
 CK2468_STAMPING: 6131 D 1977
 CK2468_MARK LOGO: NOS   
 CK2468_PROJECTION: FLUSH
 CK2468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2468_ROD/PIPE-DEPTH: 6.40 meters
 CK2468
 CK2468  HISTORY     - Date     Condition        Report By
 CK2468  HISTORY     - 1977     MONUMENTED       NOS
 CK2468  HISTORY     - 1983     GOOD             SCGS
 CK2468
 CK2468                          STATION DESCRIPTION
 CK2468
 CK2468'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2468'7.1 KM (4.4 MI) SW FROM HOLLYWOOD.
 CK2468'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2468'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2468'ALONG STATE HIGHWAY 165, THENCE 3.45 KILOMETERS (2.15 MILES) SOUTHWEST
 CK2468'ALONG COUNTY ROAD S-10-390, THENCE 1.05 KILOMETERS (0.65 MILE) SOUTH
 CK2468'ALONG A DIRT ROAD, THENCE 0.8 KILOMETER (0.5 MILE) SOUTHEAST ALONG A
 CK2468'DIRT ROAD, SET ON THE WEST SIDE OF A WOODEN BOAT REPAIR RAMP,
 CK2468'10.4 METERS (34.0 FEET) NORTH OF A 48-INCH TRIPLE OAK TREE, 6.1 METERS
 CK2468'(20.0 FEET) SOUTH OF A LONE 80-INCH OAK TREE, 2.5 METERS (8.4 FEET)
 CK2468'WEST-SOUTHWEST OF THE WEST END OF THE REPAIR RAMP.
 CK2468'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2466 ***********************************************************************
 CK2466  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2466  DESIGNATION -  866 6131 F TIDAL
 CK2466  PID         -  CK2466
 CK2466  STATE/COUNTY-  SC/CHARLESTON
 CK2466  USGS QUAD   -  ADAMS RUN (1972)
 CK2466
 CK2466                         *CURRENT SURVEY CONTROL
 CK2466  ___________________________________________________________________
 CK2466* NAD 83(1986)-  32 42 13.     (N)    080 16 41.     (W)     SCALED    
 CK2466* NAVD 88     -         2.345  (meters)       7.69   (feet)  ADJUSTED  
 CK2466  ___________________________________________________________________
 CK2466  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CK2466  DYNAMIC HT  -           2.342 (meters)       7.68  (feet)  COMP
 CK2466  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CK2466
 CK2466  VERT ORDER  -  FIRST     CLASS II
 CK2466
 CK2466.The horizontal coordinates were scaled from a topographic map and have
 CK2466.an estimated accuracy of +/- 6 seconds.
 CK2466
 CK2466.The orthometric height was determined by differential leveling
 CK2466.and adjusted by the National Geodetic Survey in June 1991..
 CK2466
 CK2466.This Tidal Bench Mark is designated as VM 17298
 CK2466.by the Center for Operational Oceanographic Products and Services.
 CK2466
 CK2466.The geoid height was determined by GEOID03.
 CK2466
 CK2466.The dynamic height is computed by dividing the NAVD 88
 CK2466.geopotential number by the normal gravity value computed on the
 CK2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2466.degrees latitude (g = 980.6199 gals.).
 CK2466
 CK2466.The modeled gravity was interpolated from observed gravity values.
 CK2466
 CK2466;                    North         East    Units  Estimated Accuracy
 CK2466;SPC SC       -    96,750.      677,290.      MT  (+/- 180 meters Scaled)
 CK2466
 CK2466                          SUPERSEDED SURVEY CONTROL
 CK2466
 CK2466  NGVD 29 (03/21/89)    2.638  (m)            8.65   (f) ADJUSTED    1 2
 CK2466
 CK2466.Superseded values are not recommended for survey control.
 CK2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2466.See file dsdata.txt to determine how the superseded data were derived.
 CK2466
 CK2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS676186(NAD 83)
 CK2466_MARKER: DJ = TIDAL STATION DISK
 CK2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2466_SP_SET: CONCRETE POST
 CK2466_STAMPING: 6131 F 1983
 CK2466_MARK LOGO: NOS   
 CK2466_PROJECTION: FLUSH
 CK2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2466+STABILITY: SURFACE MOTION
 CK2466
 CK2466  HISTORY     - Date     Condition        Report By
 CK2466  HISTORY     - 1983     MONUMENTED       NOS
 CK2466  HISTORY     - 1983     GOOD             SCGS
 CK2466
 CK2466                          STATION DESCRIPTION
 CK2466
 CK2466'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2466'7.1 KM (4.4 MI) SW FROM HOLLYWOOD.
 CK2466'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2466'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2466'ALONG STATE HIGHWAY 165, THENCE 3.45 KILOMETERS (2.15 MILES) SOUTHWEST
 CK2466'ALONG COUNTY ROAD S-10-390, THENCE 1.05 KILOMETER (0.65 MILE) SOUTH
 CK2466'ALONG A DIRT ROAD, THENCE 0.8 KILOMETER (0.5 MILE) SOUTHEAST ALONG A
 CK2466'DIRT ROAD, SET AT THE ENTRANCE TO THE BOAT DOCK, 50.6 METERS (166.0
 CK2466'FEET) EAST-SOUTHEAST OF THE SOUTH CORNER OF THE ONE-STORY HOUSE,
 CK2466'5.8 METERS (19.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 CK2466'ENTRANCE RAMP TO THE DOCK, 5.2 METERS (17.0 FEET) EAST-NORTHEAST OF
 CK2466'THE SOUTHERLY MOST TREE OF TWO 90-INCH PINE TREES, 3.7 METERS (12.0
 CK2466'FEET) SOUTHWEST OF THE APPROXIMATE EDGE OF THE RIVER BANK.
 CK2466'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2464 ***********************************************************************
 CK2464  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2464  DESIGNATION -  866 6131 G TIDAL
 CK2464  PID         -  CK2464
 CK2464  STATE/COUNTY-  SC/CHARLESTON
 CK2464  USGS QUAD   -  ADAMS RUN (1972)
 CK2464
 CK2464                         *CURRENT SURVEY CONTROL
 CK2464  ___________________________________________________________________
 CK2464* NAD 83(1986)-  32 42 13.     (N)    080 16 41.     (W)     SCALED    
 CK2464* NAVD 88     -         3.996  (meters)      13.11   (feet)  ADJUSTED  
 CK2464  ___________________________________________________________________
 CK2464  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CK2464  DYNAMIC HT  -           3.992 (meters)      13.10  (feet)  COMP
 CK2464  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CK2464
 CK2464  VERT ORDER  -  FIRST     CLASS II
 CK2464
 CK2464.The horizontal coordinates were scaled from a topographic map and have
 CK2464.an estimated accuracy of +/- 6 seconds.
 CK2464
 CK2464.The orthometric height was determined by differential leveling
 CK2464.and adjusted by the National Geodetic Survey in June 1991..
 CK2464
 CK2464.This Tidal Bench Mark is designated as VM 17299
 CK2464.by the Center for Operational Oceanographic Products and Services.
 CK2464
 CK2464.The geoid height was determined by GEOID03.
 CK2464
 CK2464.The dynamic height is computed by dividing the NAVD 88
 CK2464.geopotential number by the normal gravity value computed on the
 CK2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2464.degrees latitude (g = 980.6199 gals.).
 CK2464
 CK2464.The modeled gravity was interpolated from observed gravity values.
 CK2464
 CK2464;                    North         East    Units  Estimated Accuracy
 CK2464;SPC SC       -    96,750.      677,290.      MT  (+/- 180 meters Scaled)
 CK2464
 CK2464                          SUPERSEDED SURVEY CONTROL
 CK2464
 CK2464  NGVD 29 (03/21/89)    4.289  (m)           14.07   (f) ADJUSTED    1 2
 CK2464
 CK2464.Superseded values are not recommended for survey control.
 CK2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2464.See file dsdata.txt to determine how the superseded data were derived.
 CK2464
 CK2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS676186(NAD 83)
 CK2464_MARKER: DJ = TIDAL STATION DISK
 CK2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2464_SP_SET: CONCRETE POST
 CK2464_STAMPING: 6131 G 1983
 CK2464_MARK LOGO: NOS   
 CK2464_PROJECTION: FLUSH
 CK2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2464+STABILITY: SURFACE MOTION
 CK2464
 CK2464  HISTORY     - Date     Condition        Report By
 CK2464  HISTORY     - 1983     MONUMENTED       NOS
 CK2464  HISTORY     - 1983     GOOD             SCGS
 CK2464
 CK2464                          STATION DESCRIPTION
 CK2464
 CK2464'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2464'7.1 KM (4.4 MI) SW FROM HOLLYWOOD.
 CK2464'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 162 FROM THE
 CK2464'POST OFFICE IN HOLLYWOOD, THENCE 1.4 KILOMETERS (0.9 MILE) SOUTHERLY
 CK2464'ALONG STATE HIGHWAY 165, THENCE 3.45 KILOMETERS (2.15 MILES) SOUTHWEST
 CK2464'ALONG COUNTY ROAD S-10-390, THENCE 1.05 KILOMETERS (0.65 MILE) SOUTH
 CK2464'ALONG A DIRT ROAD, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHEAST ALONG A
 CK2464'DIRT ROAD, SET NEAR A POWER POLE BY THE HORSE CORRAL, APPROXIMATELY
 CK2464'365.5 METERS (1200.0 FEET) SOUTHWEST OF THE ONE-STORY HOUSE,
 CK2464'16.6 METERS (54.5 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF THE
 CK2464'MAIN DIRT ROAD, 8.6 METERS (28.4 FEET) EAST-SOUTHEAST OF A BARBED WIRE
 CK2464'FENCE, 5.5 METERS (18.3 FEET) WEST-NORTHWEST OF A WOODEN FENCE USED
 CK2464'FOR THE CORRAL, 1.0 METER (3.2 FEET) WEST-SOUTHWEST OE POWER POLE
 CK2464'NUMBER 217789.
 CK2464'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1879 ***********************************************************************
 CK1879  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1879  DESIGNATION -  866 6135 B TIDAL
 CK1879  PID         -  CK1879
 CK1879  STATE/COUNTY-  SC/COLLETON
 CK1879  USGS QUAD   -  YEMASSEE (1988)
 CK1879
 CK1879                         *CURRENT SURVEY CONTROL
 CK1879  ___________________________________________________________________
 CK1879* NAD 83(1986)-  32 42 26.     (N)    080 49 35.     (W)     SCALED    
 CK1879* NAVD 88     -         4.767  (meters)      15.64   (feet)  ADJUSTED  
 CK1879  ___________________________________________________________________
 CK1879  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK1879  DYNAMIC HT  -           4.761 (meters)      15.62  (feet)  COMP
 CK1879  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 CK1879
 CK1879  VERT ORDER  -  FIRST     CLASS II
 CK1879
 CK1879.The horizontal coordinates were scaled from a topographic map and have
 CK1879.an estimated accuracy of +/- 6 seconds.
 CK1879
 CK1879.The orthometric height was determined by differential leveling
 CK1879.and adjusted by the National Geodetic Survey in June 1991..
 CK1879
 CK1879.This Tidal Bench Mark is designated as VM 15551
 CK1879.by the Center for Operational Oceanographic Products and Services.
 CK1879
 CK1879.The geoid height was determined by GEOID03.
 CK1879
 CK1879.The dynamic height is computed by dividing the NAVD 88
 CK1879.geopotential number by the normal gravity value computed on the
 CK1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1879.degrees latitude (g = 980.6199 gals.).
 CK1879
 CK1879.The modeled gravity was interpolated from observed gravity values.
 CK1879
 CK1879;                    North         East    Units  Estimated Accuracy
 CK1879;SPC SC       -    96,930.      625,880.      MT  (+/- 180 meters Scaled)
 CK1879
 CK1879                          SUPERSEDED SURVEY CONTROL
 CK1879
 CK1879  NGVD 29 (03/21/89)    5.048  (m)           16.56   (f) ADJUSTED    1 2
 CK1879
 CK1879.Superseded values are not recommended for survey control.
 CK1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1879.See file dsdata.txt to determine how the superseded data were derived.
 CK1879
 CK1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS162188(NAD 83)
 CK1879_MARKER: DJ = TIDAL STATION DISK
 CK1879_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK1879_SP_SET: ABUTMENT
 CK1879_STAMPING: 6135 B 1977
 CK1879_MARK LOGO: NOS   
 CK1879_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK1879+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 CK1879
 CK1879  HISTORY     - Date     Condition        Report By
 CK1879  HISTORY     - 1977     MONUMENTED       NOS
 CK1879  HISTORY     - 1981     GOOD             SCGS
 CK1879  HISTORY     - 20050727 GOOD             SCGS
 CK1879
 CK1879                          STATION DESCRIPTION
 CK1879
 CK1879'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1879'3.3 KM (2.05 MI) NE FROM YEMASSEE.
 CK1879'3.3 KILOMETERS (2.05 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1879'17, FROM THE JUNCTION OF STATE HIGHWAY 68, JUST NORTH OF YEMASSEE
 CK1879'TO A BRIDGE OVER THE COMBAHEE RIVER, SET IN THE ABUTMENT OF THE
 CK1879'NORTHEAST END OF THE BRIDGE ON THE NORTHWEST SIDE, 4.3 METERS (14.0
 CK1879'FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CK1879'THE MARK IS 0.3 M ABOVE HIGHWAY.
 CK1879
 CK1879                          STATION RECOVERY (2005)
 CK1879
 CK1879'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK1879'STATION IS LOCATED 1.9 MI (3.06 KM) NORTHEAST OF YEMASSEE, 16.5 MI
 CK1879'(26.55 KM) SOUTHWEST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK1879'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK1879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE,
 CK1879'21 AND STATE HIGHWAY 68 (FLOWERS STREET) IN YEMASSEE, GO NORTH
 CK1879'NORTHEAST ON HIGHWAYS 17 ALTERNATE AND 21 FOR 2.05 MI (3.3 KM) TO THE
 CK1879'STATION ON THE LEFT SET IN THE CONCRETE RETAINING WALL ABUTMENT AT THE
 CK1879'NORTHEAST END OF THE BRIDGE OVER THE COMBAHEE RIVER (HAMPTON/COLLETON
 CK1879'COUNTY LINE). STATION IS A DISK SET IN A DRILL HOLE IN THE ABUTMENT
 CK1879'AND 1.0 FT (0.3 M) ABOVE THE HIGHWAY, 14.5 FT (4.4 M) NORTHWEST OF THE
 CK1879'CENTER OF THE HIGHWAY. NOTE-POOR GPS SETUP SITE, DANGEROUS TRAFFIC
 CK1879'SETUP, SANDBAGS AND CONES WOULD BE REQUIRED. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1880 ***********************************************************************
 CK1880  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1880  DESIGNATION -  866 6135 C TIDAL
 CK1880  PID         -  CK1880
 CK1880  STATE/COUNTY-  SC/COLLETON
 CK1880  USGS QUAD   -  YEMASSEE (1988)
 CK1880
 CK1880                         *CURRENT SURVEY CONTROL
 CK1880  ___________________________________________________________________
 CK1880* NAD 83(1986)-  32 42 26.     (N)    080 49 34.     (W)     SCALED    
 CK1880* NAVD 88     -         4.342  (meters)      14.25   (feet)  ADJUSTED  
 CK1880  ___________________________________________________________________
 CK1880  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK1880  DYNAMIC HT  -           4.337 (meters)      14.23  (feet)  COMP
 CK1880  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 CK1880
 CK1880  VERT ORDER  -  FIRST     CLASS II
 CK1880
 CK1880.The horizontal coordinates were scaled from a topographic map and have
 CK1880.an estimated accuracy of +/- 6 seconds.
 CK1880
 CK1880.The orthometric height was determined by differential leveling
 CK1880.and adjusted by the National Geodetic Survey in June 1991..
 CK1880
 CK1880.This Tidal Bench Mark is designated as VM 15552
 CK1880.by the Center for Operational Oceanographic Products and Services.
 CK1880
 CK1880.The geoid height was determined by GEOID03.
 CK1880
 CK1880.The dynamic height is computed by dividing the NAVD 88
 CK1880.geopotential number by the normal gravity value computed on the
 CK1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1880.degrees latitude (g = 980.6199 gals.).
 CK1880
 CK1880.The modeled gravity was interpolated from observed gravity values.
 CK1880
 CK1880;                    North         East    Units  Estimated Accuracy
 CK1880;SPC SC       -    96,930.      625,900.      MT  (+/- 180 meters Scaled)
 CK1880
 CK1880                          SUPERSEDED SURVEY CONTROL
 CK1880
 CK1880  NGVD 29 (03/21/89)    4.624  (m)           15.17   (f) ADJUSTED    1 2
 CK1880
 CK1880.Superseded values are not recommended for survey control.
 CK1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1880.See file dsdata.txt to determine how the superseded data were derived.
 CK1880
 CK1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS162188(NAD 83)
 CK1880_MARKER: DJ = TIDAL STATION DISK
 CK1880_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1880_STAMPING: 6135 C 1977
 CK1880_MARK LOGO: NOS   
 CK1880_PROJECTION: FLUSH
 CK1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1880_ROD/PIPE-DEPTH: 7.3  meters
 CK1880
 CK1880  HISTORY     - Date     Condition        Report By
 CK1880  HISTORY     - 1977     MONUMENTED       NOS
 CK1880  HISTORY     - 1981     GOOD             SCGS
 CK1880  HISTORY     - 1983     GOOD             SCGS
 CK1880  HISTORY     - 20050927 MARK NOT FOUND   SCGS
 CK1880
 CK1880                          STATION DESCRIPTION
 CK1880
 CK1880'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1880'3.3 KM (2.05 MI) NE FROM YEMASSEE.
 CK1880'3.3 KILOMETERS (2.05 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK1880'FROM THE JUNCTION OF STATE HIGHWAY 68 JUST NORTH OF YEMASSEE, TO
 CK1880'A BRIDGE OVER COMBAHEE RIVER, SET BY A TELEPHONE POLE AT THE
 CK1880'NORTHEAST END OF THE BRIDGE, 14.9 METERS (49.0 FEET) EAST OF THE
 CK1880'EAST END OF THE BRIDGE, 14.0 METER (46.5 FEET) SOUTHEAST OF THE
 CK1880'CENTER OF THE HIGHWAY, 3.3 METERS (11.0 FEET) EAST OF A TELEPHONE
 CK1880'POLE.
 CK1880'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK1880
 CK1880                          STATION RECOVERY (1983)
 CK1880
 CK1880'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK1880'RECOVERED IN GOOD CONDITION.
 CK1880
 CK1880                          STATION RECOVERY (2005)
 CK1880
 CK1880'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK1880'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE AREA DESCRIBED
 CK1880'HAS BEEN CHANGED DUE TO HIGHWAY RIGHT OF WAY AND CULVERT MAINTENANCE,
 CK1880'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1881 ***********************************************************************
 CK1881  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1881  DESIGNATION -  866 6135 D TIDAL
 CK1881  PID         -  CK1881
 CK1881  STATE/COUNTY-  SC/COLLETON
 CK1881  USGS QUAD   -  YEMASSEE (1988)
 CK1881
 CK1881                         *CURRENT SURVEY CONTROL
 CK1881  ___________________________________________________________________
 CK1881* NAD 83(1986)-  32 42 26.     (N)    080 49 33.     (W)     SCALED    
 CK1881* NAVD 88     -         3.298  (meters)      10.82   (feet)  ADJUSTED  
 CK1881  ___________________________________________________________________
 CK1881  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK1881  DYNAMIC HT  -           3.294 (meters)      10.81  (feet)  COMP
 CK1881  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 CK1881
 CK1881  VERT ORDER  -  FIRST     CLASS II
 CK1881
 CK1881.The horizontal coordinates were scaled from a topographic map and have
 CK1881.an estimated accuracy of +/- 6 seconds.
 CK1881
 CK1881.The orthometric height was determined by differential leveling
 CK1881.and adjusted by the National Geodetic Survey in June 1991..
 CK1881
 CK1881.This Tidal Bench Mark is designated as VM 15553
 CK1881.by the Center for Operational Oceanographic Products and Services.
 CK1881
 CK1881.The geoid height was determined by GEOID03.
 CK1881
 CK1881.The dynamic height is computed by dividing the NAVD 88
 CK1881.geopotential number by the normal gravity value computed on the
 CK1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1881.degrees latitude (g = 980.6199 gals.).
 CK1881
 CK1881.The modeled gravity was interpolated from observed gravity values.
 CK1881
 CK1881;                    North         East    Units  Estimated Accuracy
 CK1881;SPC SC       -    96,930.      625,930.      MT  (+/- 180 meters Scaled)
 CK1881
 CK1881                          SUPERSEDED SURVEY CONTROL
 CK1881
 CK1881  NGVD 29 (03/21/89)    3.580  (m)           11.75   (f) ADJUSTED    1 2
 CK1881
 CK1881.Superseded values are not recommended for survey control.
 CK1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1881.See file dsdata.txt to determine how the superseded data were derived.
 CK1881
 CK1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS163188(NAD 83)
 CK1881_MARKER: DJ = TIDAL STATION DISK
 CK1881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1881_STAMPING: 6135 D 1977
 CK1881_MARK LOGO: NOS   
 CK1881_PROJECTION: RECESSED 5 CENTIMETERS
 CK1881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1881+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 CK1881_ROD/PIPE-DEPTH: 8.50 meters
 CK1881
 CK1881  HISTORY     - Date     Condition        Report By
 CK1881  HISTORY     - 1977     MONUMENTED       NOS
 CK1881  HISTORY     - 1981     GOOD             SCGS
 CK1881  HISTORY     - 1983     GOOD             SCGS
 CK1881  HISTORY     - 20050927 GOOD             SCGS
 CK1881
 CK1881                          STATION DESCRIPTION
 CK1881
 CK1881'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1881'3.3 KM (2.05 MI) NE FROM YEMASSEE.
 CK1881'3.3 KILOMETERS (2.05 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1881'17, FROM THE JUNCTION OF STATE HIGHWAY 68 JUST NORTH OF YEMASSEE,
 CK1881'TO A BRIDGE OVER THE COMBAHEE RIVER, SET ON THE SOUTHEAST SIDE OF
 CK1881'THE HIGHWAY JUST BEFORE REACHING A ROAD LEADING TO A BOAT RAMP,
 CK1881'22.6 METERS (74.0 FEET) SOUTHWEST OF THE NORTHWEST CORNER OF A STORE,
 CK1881'16.0 METERS (52.5 FEET) SOUTH OF THE CENTER OF THE HIGHWAY, 4.9
 CK1881'METERS (16.5 FEET) SOUTH OF POWERLINE POLE 112646 WITH A TRANSFORMER,
 CK1881'3.6 METERS (12.0 FEET) NORTH NORTHWEST OF A TWIN TRUNK MAGNOLIA
 CK1881'TREE.
 CK1881'THE MARK IS 0.8 M BELOW HIGHWAY.
 CK1881
 CK1881                          STATION RECOVERY (1983)
 CK1881
 CK1881'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK1881'RECOVERED IN GOOD CONDITION.
 CK1881
 CK1881                          STATION RECOVERY (2005)
 CK1881
 CK1881'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK1881'STATION IS LOCATED 1.9 MI (3.06 KM) NORTHEAST OF YEMASSEE, 16.4 MI
 CK1881'(26.39 KM) SOUTHWEST OF WALTERBORO.  OWNERSHIP--BOBBY AND MARIE
 CK1881'ASHLEY, 16721 HENDERSONVILLE HIGHWAY, YEMASSEE, SC 29945. TO REACH THE
 CK1881'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE
 CK1881'(HENDERSONVILLE HIGHWAY) AND 21 (LOW COUNTRY HIGHWAY), 3.4 MI (5.47
 CK1881'KM) EAST NORTHEAST OF YEMASSEE, GO WEST SOUTHWEST ON HIGHWAY 17
 CK1881'ALTERNATE FOR 1.5 MI (2.41 KM) TO THE STATION ON THE LEFT NEAR A
 CK1881'DOUBLE-TRUNKED MAGNOLIA TREE INSIDE A LOCKED CHAIN LINK FENCE/GATE AT
 CK1881'AN UN-NAMED FISH/CRAB SHACK AND ENTRANCEWAY TO SEVERAL RIVER FRONT
 CK1881'HOMES, 0.05 MI (0.08 KM) NORTHEAST OF THE NORTHEAST END OF A CONCRETE
 CK1881'BRIDGE OVER THE COMBAHEE RIVER. STATION IS A DISK ATTACHED TO A
 CK1881'STAINLESS STEEL ROD RECESSED 0.2 FT (0.1 M) AND 1.5 FT (0.5 M) BELOW
 CK1881'THE HIGHWAY, 24.5 FT (7.5 M) WEST OF THE CENTER OF THE DRIVEWAY, 11.4
 CK1881'FT (3.5 M) NORTHWEST OF THE 1.5-FOOT DOUBLE-TRUNKED MAGNOLIA TREE,
 CK1881'14.9 FT (4.5 M) WEST NORTHWEST OF A 2.3-FOOT OAK TREE, 18.3 FT (5.6 M)
 CK1881'SOUTHWEST OF THE SOUTHWEST CHAIN LINK GATE POST, 7.1 FT (2.2 M)
 CK1881'SOUTHEAST OF A GUY WIRE ANCHOR INSIDE THE FENCE FOR POWER POLE C-3494
 CK1881'WITH A TRANSFORMER, SECURITY LIGHT AND TWO GUY WIRES OUTSIDE THE
 CK1881'FENCE, 58.2 FT (17.7 M) SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 CK1881'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1882 ***********************************************************************
 CK1882  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1882  DESIGNATION -  866 6135 E TIDAL
 CK1882  PID         -  CK1882
 CK1882  STATE/COUNTY-  SC/COLLETON
 CK1882  USGS QUAD   -  YEMASSEE (1988)
 CK1882
 CK1882                         *CURRENT SURVEY CONTROL
 CK1882  ___________________________________________________________________
 CK1882* NAD 83(1986)-  32 42 26.     (N)    080 49 32.     (W)     SCALED    
 CK1882* NAVD 88     -         3.578  (meters)      11.74   (feet)  ADJUSTED  
 CK1882  ___________________________________________________________________
 CK1882  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK1882  DYNAMIC HT  -           3.574 (meters)      11.73  (feet)  COMP
 CK1882  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CK1882
 CK1882  VERT ORDER  -  FIRST     CLASS II
 CK1882
 CK1882.The horizontal coordinates were scaled from a topographic map and have
 CK1882.an estimated accuracy of +/- 6 seconds.
 CK1882
 CK1882.The orthometric height was determined by differential leveling
 CK1882.and adjusted by the National Geodetic Survey in June 1991..
 CK1882
 CK1882.This Tidal Bench Mark is designated as VM 15554
 CK1882.by the Center for Operational Oceanographic Products and Services.
 CK1882
 CK1882.The geoid height was determined by GEOID03.
 CK1882
 CK1882.The dynamic height is computed by dividing the NAVD 88
 CK1882.geopotential number by the normal gravity value computed on the
 CK1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1882.degrees latitude (g = 980.6199 gals.).
 CK1882
 CK1882.The modeled gravity was interpolated from observed gravity values.
 CK1882
 CK1882;                    North         East    Units  Estimated Accuracy
 CK1882;SPC SC       -    96,930.      625,960.      MT  (+/- 180 meters Scaled)
 CK1882
 CK1882                          SUPERSEDED SURVEY CONTROL
 CK1882
 CK1882  NGVD 29 (03/21/89)    3.860  (m)           12.66   (f) ADJUSTED    1 2
 CK1882
 CK1882.Superseded values are not recommended for survey control.
 CK1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1882.See file dsdata.txt to determine how the superseded data were derived.
 CK1882
 CK1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS163188(NAD 83)
 CK1882_MARKER: DJ = TIDAL STATION DISK
 CK1882_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1882_STAMPING: 6135 E 1977
 CK1882_MARK LOGO: NOS   
 CK1882_PROJECTION: FLUSH
 CK1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1882_ROD/PIPE-DEPTH: 7.3  meters
 CK1882
 CK1882  HISTORY     - Date     Condition        Report By
 CK1882  HISTORY     - 1977     MONUMENTED       NOS
 CK1882  HISTORY     - 1981     GOOD             SCGS
 CK1882  HISTORY     - 20050919 MARK NOT FOUND   SCGS
 CK1882
 CK1882                          STATION DESCRIPTION
 CK1882
 CK1882'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1882'3.3 KM (2.05 MI) NE FROM YEMASSEE.
 CK1882'3.3 KILOMETERS (2.05 MILES) NORTHEAST ALONG U.S. HIGHWAY 17 ALTERNATE
 CK1882'FROM THE JUNCTION OF STATE HIGHWAY 68, JUST NORTH OF YEMASSEE TO A
 CK1882'BRIDGE OVER THE COMBAHEE RIVER, SET 0.8 KILOMETER (0.05 MILE)
 CK1882'NORTHEAST OF THE NORTHEAST END OF THE BRIDGE ON THE SOUTHEAST SIDE
 CK1882'OF THE HIGHWAY, 11.0 METERS (36.0 FEET) SOUTHEAST OF THE CENTER
 CK1882'OF THE HIGHWAY, 7.6 METERS (25.0 FEET) SOUTHWEST OF THE CENTER OF
 CK1882'A GRAVEL ROAD LEADING TO A GROUP OF SMALL WOODEN CABINS, 7.3 METERS
 CK1882'(24.0 FEET) NORTHEAST OF POWERLINE POLE 82677 WITH A SECURITY LIGHT.
 CK1882'THE MARK IS 0.5 M BELOW HIGHWAY.
 CK1882
 CK1882                          STATION RECOVERY (2005)
 CK1882
 CK1882'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (TH)
 CK1882'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, THE AREA DESCRIBED
 CK1882'HAS BEEN CHANGED DUE TO RESLOPING AND GRADING, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3011 ***********************************************************************
 CK3011  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3011  DESIGNATION -  866 6151 A TIDAL
 CK3011  PID         -  CK3011
 CK3011  STATE/COUNTY-  SC/COLLETON
 CK3011  USGS QUAD   -  GREEN POND (1988)
 CK3011
 CK3011                         *CURRENT SURVEY CONTROL
 CK3011  ___________________________________________________________________
 CK3011* NAD 83(1986)-  32 42 35.     (N)    080 31 49.     (W)     SCALED    
 CK3011* NAVD 88     -         1.954  (meters)       6.41   (feet)  ADJUSTED  
 CK3011  ___________________________________________________________________
 CK3011  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 CK3011  DYNAMIC HT  -           1.952 (meters)       6.40  (feet)  COMP
 CK3011  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CK3011
 CK3011  VERT ORDER  -  FIRST     CLASS II
 CK3011
 CK3011.The horizontal coordinates were scaled from a topographic map and have
 CK3011.an estimated accuracy of +/- 6 seconds.
 CK3011
 CK3011.The orthometric height was determined by differential leveling
 CK3011.and adjusted by the National Geodetic Survey in June 1991..
 CK3011
 CK3011.This Tidal Bench Mark is designated as VM 4268
 CK3011.by the Center for Operational Oceanographic Products and Services.
 CK3011
 CK3011.The geoid height was determined by GEOID03.
 CK3011
 CK3011.The dynamic height is computed by dividing the NAVD 88
 CK3011.geopotential number by the normal gravity value computed on the
 CK3011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3011.degrees latitude (g = 980.6199 gals.).
 CK3011
 CK3011.The modeled gravity was interpolated from observed gravity values.
 CK3011
 CK3011;                    North         East    Units  Estimated Accuracy
 CK3011;SPC SC       -    97,290.      653,640.      MT  (+/- 180 meters Scaled)
 CK3011
 CK3011                          SUPERSEDED SURVEY CONTROL
 CK3011
 CK3011  NGVD 29 (03/21/89)    2.238  (m)            7.34   (f) ADJUSTED    1 2
 CK3011
 CK3011.Superseded values are not recommended for survey control.
 CK3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3011.See file dsdata.txt to determine how the superseded data were derived.
 CK3011
 CK3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS440192(NAD 83)
 CK3011_MARKER: DJ = TIDAL STATION DISK
 CK3011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3011_SP_SET: STAINLESS STEEL ROD
 CK3011_STAMPING: 6151 A 1981
 CK3011_MARK LOGO: NOS   
 CK3011_PROJECTION: PROJECTING 5 CENTIMETERS
 CK3011_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3011+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 CK3011_ROD/PIPE-DEPTH: 12.8 meters
 CK3011
 CK3011  HISTORY     - Date     Condition        Report By
 CK3011  HISTORY     - 1981     MONUMENTED       NOS
 CK3011  HISTORY     - 1983     GOOD             SCGS
 CK3011  HISTORY     - 20050802 GOOD             SCGS
 CK3011
 CK3011                          STATION DESCRIPTION
 CK3011
 CK3011'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3011'8.2 KM (5.1 MI) SE FROM GREEN POND.
 CK3011'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3011'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3011'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3011'U.S. HIGHWAY 17, THENCE 5.1 KILOMETERS (3.2 MILES) SOUTHERLY ALONG
 CK3011'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE LIVINGSTON PLANTATION,
 CK3011'THENCE 2.1 KILOMETERS (1.3 MILES) EAST ALONG A SAND ROAD TO A FORK IN
 CK3011'THE ROAD, TURN LEFT FOR 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG THE
 CK3011'SAND ROAD TO A T-INTERSECTION, TURN RIGHT FOR 0.5 KILOMETER (0.3 MILE)
 CK3011'NORTHERLY ALONG THE SAND ROAD TO A Y IN THE ROAD, SET ALONG THE RIVER
 CK3011'BANK NORTHWEST OF THE CARETAKERS HOUSE, 33.2 METERS (109.0 FEET)
 CK3011'NORTHWEST OF THE APPROXIMATE CENTER OF THE NORTHERN MOST CHIMNEY OF
 CK3011'THE HOUSE, 17.2 METERS (56.6 FEET) SOUTHWEST OF THE WOODEN DOCK,
 CK3011'5.8 METERS (19.1 FEET) SOUTH-SOUTHWEST OF THE ASHEPOO RIVER BANK,
 CK3011'2.1 METERS (7.2 FEET) NORTH-NORTHEAST OF A 24-INCH PINE TREE WITH A
 CK3011'WITNESS SIGN ATTACHED.
 CK3011'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3011
 CK3011                          STATION RECOVERY (2005)
 CK3011
 CK3011'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3011'STATION IS LOCATED 5.6 MI (9.01 KM) EAST-SOUTHEAST OF GREEN POND, 16.2
 CK3011'MI (26.07 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--DAVID
 CK3011'MAYBANK, LAVINGTON PLANTATION, LAVINGTON LANE, GREEN POND, SC 29446.
 CK3011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK3011'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM)
 CK3011'SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI
 CK3011'(4.67 KM) TO THE JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN
 CK3011'RIGHT ON ROAD 26 FOR 3.2 MI (5.15 KM) TO THE JUNCTION OF A SAND ROAD
 CK3011'ENTRANCE DRIVE TO LAVINGTON PLANTATION, TURN LEFT ON THE SAND ROAD FOR
 CK3011'0.05 MI (0.08 KM) TO THE PLANTATION GATE, CONTINUE ON THE SAND ROAD
 CK3011'FOR 1.3 MI (2.09 KM) TO THE FORK JUNCTION OF A SAND ROAD, BEAR LEFT ON
 CK3011'THE SAND ROAD FOR 0.05 MI (0.08 KM) TO A GATE, CONTINUE ON THE SAND
 CK3011'ROAD FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF A SAND ROAD, TURN RIGHT
 CK3011'ON THE SAND ROAD FOR 0.35 MI (0.56 KM) TO THE FORK JUNCTION OF A SAND
 CK3011'DRIVEWAY TO THE CARETAKERS HOUSE LEFT AND A DIM SAND ROAD TO A
 CK3011'PRIMITIVE BOAT RAMP RIGHT, BEAR LEFT ON THE SAND DRIVEWAY FOR 0.05 MI
 CK3011'(0.08 KM) TO THE STATION NEAR THE BANK OF THE ASHEPOO RIVER. STATION
 CK3011'IS A DISK ATTACHED TO A STAINLESS STEEL ROD PROJECTING 0.2 FT (0.1 M)
 CK3011'AND 0.5 FT (0.2 M) BELOW THE ROAD, 99.8 FT (30.4 M) NORTH NORTHWEST OF
 CK3011'THE NORTH CORNER OF THE HOUSE, 85.1 FT (25.9 M) NORTH NORTHEAST OF THE
 CK3011'NORTH CORNER OF A WOOD-SIDED SHED, 7.0 FT (2.1 M) NORTHEAST OF A
 CK3011'2.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 20.5 FT (6.2
 CK3011'M) SOUTH OF THE SOUTH BANK OF THE RIVER. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3010 ***********************************************************************
 CK3010  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3010  DESIGNATION -  866 6151 C TIDAL
 CK3010  PID         -  CK3010
 CK3010  STATE/COUNTY-  SC/COLLETON
 CK3010  USGS QUAD   -  GREEN POND (1988)
 CK3010
 CK3010                         *CURRENT SURVEY CONTROL
 CK3010  ___________________________________________________________________
 CK3010* NAD 83(1986)-  32 42 35.     (N)    080 31 49.     (W)     SCALED    
 CK3010* NAVD 88     -         2.374  (meters)       7.79   (feet)  ADJUSTED  
 CK3010  ___________________________________________________________________
 CK3010  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 CK3010  DYNAMIC HT  -           2.371 (meters)       7.78  (feet)  COMP
 CK3010  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CK3010
 CK3010  VERT ORDER  -  FIRST     CLASS II
 CK3010
 CK3010.The horizontal coordinates were scaled from a topographic map and have
 CK3010.an estimated accuracy of +/- 6 seconds.
 CK3010
 CK3010.The orthometric height was determined by differential leveling
 CK3010.and adjusted by the National Geodetic Survey in June 1991..
 CK3010
 CK3010.This Tidal Bench Mark is designated as VM 4269
 CK3010.by the Center for Operational Oceanographic Products and Services.
 CK3010
 CK3010.The geoid height was determined by GEOID03.
 CK3010
 CK3010.The dynamic height is computed by dividing the NAVD 88
 CK3010.geopotential number by the normal gravity value computed on the
 CK3010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3010.degrees latitude (g = 980.6199 gals.).
 CK3010
 CK3010.The modeled gravity was interpolated from observed gravity values.
 CK3010
 CK3010;                    North         East    Units  Estimated Accuracy
 CK3010;SPC SC       -    97,290.      653,640.      MT  (+/- 180 meters Scaled)
 CK3010
 CK3010                          SUPERSEDED SURVEY CONTROL
 CK3010
 CK3010  NGVD 29 (03/21/89)    2.659  (m)            8.72   (f) ADJUSTED    1 2
 CK3010
 CK3010.Superseded values are not recommended for survey control.
 CK3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3010.See file dsdata.txt to determine how the superseded data were derived.
 CK3010
 CK3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS440192(NAD 83)
 CK3010_MARKER: DJ = TIDAL STATION DISK
 CK3010_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3010_SP_SET: STAINLESS STEEL ROD
 CK3010_STAMPING: 6151 C 1981
 CK3010_MARK LOGO: NOS   
 CK3010_PROJECTION: PROJECTING 3 CENTIMETERS
 CK3010_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3010+STABILITY: POSITION/ELEVATION WELL
 CK3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3010+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 CK3010_ROD/PIPE-DEPTH: 12.8 meters
 CK3010
 CK3010  HISTORY     - Date     Condition        Report By
 CK3010  HISTORY     - 1981     MONUMENTED       NOS
 CK3010  HISTORY     - 1983     GOOD             SCGS
 CK3010  HISTORY     - 20050802 GOOD             SCGS
 CK3010
 CK3010                          STATION DESCRIPTION
 CK3010
 CK3010'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3010'8.2 KM (5.1 MI) SE FROM GREEN POND.
 CK3010'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3010'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3010'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3010'U.S. HIGHWAY 17, THENCE 5.1 KILOMETERS (3.2 MILES) SOUTHERLY ALONG
 CK3010'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE LIVINGSTON PLANTATION,
 CK3010'THENCE 2.1 KILOMETERS (1.3 MILES) EAST ALONG A SAND ROAD TO A FORK IN
 CK3010'THE ROAD, TURN LEFT FOR 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG THE
 CK3010'SAND ROAD TO A T-INTERSECTION, TURN RIGHT FOR 0.5 KILOMETER (0.3 MILE)
 CK3010'NORTHERLY ALONG THE SAND ROAD TO A Y IN THE ROAD, SET NEAR THE OLD
 CK3010'BOAT RAMP BY THE RIVER OF THE NORTHEAST SIDE OF THE HOUSE, 17.6 METERS
 CK3010'(58.0 FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND
 CK3010'ROAD, 5.6 METERS (18.6 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER
 CK3010'OF THE BOAT RAMP, 3.0 METERS (10.0 FEET) SOUTH OF A 70-INCH OAK TREE
 CK3010'WITH A WITNESS SIGN ATTACHED.
 CK3010'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3010
 CK3010                          STATION RECOVERY (2005)
 CK3010
 CK3010'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3010'STATION IS LOCATED 5.6 MI (9.01 KM) EAST-SOUTHEAST OF GREEN POND,
 CK3010'16.25 MI (26.15 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--DAVID
 CK3010'MAYBANK, LAVINGTON PLANTATION, LAVINGTON LANE, GREEN POND, SC 29446.
 CK3010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK3010'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM)
 CK3010'SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI
 CK3010'(4.67 KM) TO THE JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN
 CK3010'RIGHT ON ROAD 26 FOR 3.2 MI (5.15 KM) TO THE JUNCTION OF A SAND ROAD
 CK3010'ENTRANCE DRIVE TO LAVINGTON PLANTATION, TURN LEFT ON THE SAND ROAD FOR
 CK3010'0.05 MI (0.08 KM) TO THE PLANTATION GATE, CONTINUE ON THE SAND ROAD
 CK3010'FOR 1.3 MI (2.09 KM) TO THE FORK JUNCTION OF A SAND ROAD, BEAR LEFT ON
 CK3010'THE SAND ROAD FOR 0.05 MI (0.08 KM) TO A GATE, CONTINUE ON THE SAND
 CK3010'ROAD FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF A SAND ROAD, TURN RIGHT
 CK3010'ON THE SAND ROAD FOR 0.35 MI (0.56 KM) TO THE FORK JUNCTION OF A SAND
 CK3010'DRIVEWAY TO THE CARETAKERS HOUSE LEFT AND A DIM SAND ROAD TO A
 CK3010'PRIMITIVE BOAT RAMP RIGHT, BEAR RIGHT ON THE DIM SAND ROAD FOR 0.1 MI
 CK3010'(0.16 KM) TO THE STATION ON THE LEFT AT A BOAT RAMP. STATION IS A DISK
 CK3010'ATTACHED TO A STAINLESS STEEL ROD PROJECTING 0.1 FT (0.0 M) AND 3.0 FT
 CK3010'(0.9 M) ABOVE THE BOAT RAMP, 19.5 FT (5.9 M) WEST NORTHWEST OF THE
 CK3010'CENTER OF THE BOAT RAMP, 10.3 FT (3.1 M) SOUTH OF A 2.5-FOOT OAK TREE
 CK3010'WITH A SCGS REFERENCE WASHER ATTACHED, 52.0 FT (15.8 M) EAST NORTHEAST
 CK3010'OF A 1.0-FOOT MAGNOLIA TREE WITH A SCGS REFERENCE ATTACHED. RECOVERED
 CK3010'BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3009 ***********************************************************************
 CK3009  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3009  DESIGNATION -  866 6151 F TIDAL
 CK3009  PID         -  CK3009
 CK3009  STATE/COUNTY-  SC/COLLETON
 CK3009  USGS QUAD   -  GREEN POND (1988)
 CK3009
 CK3009                         *CURRENT SURVEY CONTROL
 CK3009  ___________________________________________________________________
 CK3009* NAD 83(1986)-  32 42 35.     (N)    080 31 49.     (W)     SCALED    
 CK3009* NAVD 88     -         3.248  (meters)      10.66   (feet)  ADJUSTED  
 CK3009  ___________________________________________________________________
 CK3009  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 CK3009  DYNAMIC HT  -           3.244 (meters)      10.64  (feet)  COMP
 CK3009  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CK3009
 CK3009  VERT ORDER  -  FIRST     CLASS II
 CK3009
 CK3009.The horizontal coordinates were scaled from a topographic map and have
 CK3009.an estimated accuracy of +/- 6 seconds.
 CK3009
 CK3009.The orthometric height was determined by differential leveling
 CK3009.and adjusted by the National Geodetic Survey in June 1991..
 CK3009
 CK3009.This Tidal Bench Mark is designated as VM 4270
 CK3009.by the Center for Operational Oceanographic Products and Services.
 CK3009
 CK3009.The geoid height was determined by GEOID03.
 CK3009
 CK3009.The dynamic height is computed by dividing the NAVD 88
 CK3009.geopotential number by the normal gravity value computed on the
 CK3009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3009.degrees latitude (g = 980.6199 gals.).
 CK3009
 CK3009.The modeled gravity was interpolated from observed gravity values.
 CK3009
 CK3009;                    North         East    Units  Estimated Accuracy
 CK3009;SPC SC       -    97,290.      653,640.      MT  (+/- 180 meters Scaled)
 CK3009
 CK3009                          SUPERSEDED SURVEY CONTROL
 CK3009
 CK3009  NGVD 29 (03/21/89)    3.533  (m)           11.59   (f) ADJUSTED    1 2
 CK3009
 CK3009.Superseded values are not recommended for survey control.
 CK3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3009.See file dsdata.txt to determine how the superseded data were derived.
 CK3009
 CK3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS440192(NAD 83)
 CK3009_MARKER: DJ = TIDAL STATION DISK
 CK3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3009_SP_SET: CONCRETE POST
 CK3009_STAMPING: 6151 F 1981
 CK3009_MARK LOGO: NOS   
 CK3009_PROJECTION: FLUSH
 CK3009_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3009+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 CK3009
 CK3009  HISTORY     - Date     Condition        Report By
 CK3009  HISTORY     - 1981     MONUMENTED       NOS
 CK3009  HISTORY     - 1983     GOOD             SCGS
 CK3009  HISTORY     - 20050802 GOOD             SCGS
 CK3009
 CK3009                          STATION DESCRIPTION
 CK3009
 CK3009'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3009'8.2 KM (5.1 MI) SE FROM GREEN POND.
 CK3009'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3009'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3009'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3009'U.S. HIGHWAY 17, THENCE 5.1 KILOMETERS (3.2 MILES) SOUTHERLY ALONG
 CK3009'COUNTY ROAD S-15-26 TO A ENTRANCE TO THE LIVINGSTON PLANTATION, THENCE
 CK3009'2.1 KILOMETERS (1.3 MILES) EAST ALONG A SAND ROAD TO A FORK IN THE
 CK3009'ROAD, TURN LEFT FOR 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG THE SAND
 CK3009'ROAD TO A T-INTERSECTION, TURN RIGHT FOR 0.5 KILOMETER (0.3 MILE)
 CK3009'NORTHERLY ALONG THE SAND ROAD TO A Y IN THE ROAD, SET IN THE VEE OF
 CK3009'TWO SAND ROADS, ONE LEADING TO A HOUSE AND THE OTHER SAND ROAD LEADS
 CK3009'TO AN OLD BOAT RAMP, 5.9 METERS (19.8 FEET) WEST OF THE APPROXIMATE
 CK3009'CENTER OF THE ROAD LEADING TO THE BOAT DOCK, 11.7 METERS (38.5 FEET)
 CK3009'NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD LEADING TO THE HOUSE,
 CK3009'31.4 METERS (103.0 FEET) NORTH OF THE VEE OF THE TWO CENTERLINES OF
 CK3009'THE ROADS, 3.4 METERS (11.0 FEET) SOUTH-SOUTHEAST OF A 24-INCH
 CK3009'MAGNOLIA TREE WITH A WITNESS SIGN ATTACHED.
 CK3009'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3009
 CK3009                          STATION RECOVERY (2005)
 CK3009
 CK3009'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3009'STATION IS LOCATED 5.6 MI (9.01 KM) EAST-SOUTHEAST OF GREEN POND, 16.3
 CK3009'MI (26.23 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--DAVID
 CK3009'MAYBANK, LAVINGTON PLANTATION, LAVINGTON LANE, GREEN POND, SC 29446.
 CK3009'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK3009'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM)
 CK3009'SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI
 CK3009'(4.67 KM) TO THE JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN
 CK3009'RIGHT ON ROAD 26 FOR 3.2 MI (5.15 KM) TO THE JUNCTION OF A SAND ROAD
 CK3009'ENTRANCE DRIVE TO LAVINGTON PLANTATION, TURN LEFT ON THE SAND ROAD FOR
 CK3009'0.05 MI (0.08 KM) TO THE PLANTATION GATE, CONTINUE ON THE SAND ROAD
 CK3009'FOR 1.3 MI (2.09 KM) TO THE FORK JUNCTION OF A SAND ROAD, BEAR LEFT ON
 CK3009'THE SAND ROAD FOR 0.05 MI (0.08 KM) TO A GATE, CONTINUE ON THE SAND
 CK3009'ROAD FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF A SAND ROAD, TURN RIGHT
 CK3009'ON THE SAND ROAD FOR 0.35 MI (0.56 KM) TO THE STATION IN THE FORK
 CK3009'JUNCTION OF A SAND DRIVEWAY TO THE CARETAKERS HOUSE LEFT AND A DIM
 CK3009'SAND ROAD TO A PRIMITIVE BOAT RAMP RIGHT. STATION IS A CONCRETE POST
 CK3009'FLUSH WITH THE GROUND AND LEVEL WITH THE ROADS, 40.0 FT (12.2 M) EAST
 CK3009'OF THE CENTER OF THE DRIVEWAY, 20.5 FT (6.2 M) NORTHWEST OF THE CENTER
 CK3009'OF THE BOAT RAMP ROAD, 11.4 FT (3.5 M) SOUTH SOUTHEAST OF A 1.5-FOOT
 CK3009'MAGNOLIA TREE WITH A SCGS REFERENCE WASHER ATTACHED, 23.2 FT (7.1 M)
 CK3009'EAST SOUTHEAST OF A 4.0-FOOT LIVE OAK TREE. RECOVERED BY R.P.
 CK3009'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3008 ***********************************************************************
 CK3008  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3008  DESIGNATION -  866 6151 G TIDAL
 CK3008  PID         -  CK3008
 CK3008  STATE/COUNTY-  SC/COLLETON
 CK3008  USGS QUAD   -  GREEN POND (1988)
 CK3008
 CK3008                         *CURRENT SURVEY CONTROL
 CK3008  ___________________________________________________________________
 CK3008* NAD 83(1986)-  32 42 35.     (N)    080 31 49.     (W)     SCALED    
 CK3008* NAVD 88     -         2.962  (meters)       9.72   (feet)  ADJUSTED  
 CK3008  ___________________________________________________________________
 CK3008  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 CK3008  DYNAMIC HT  -           2.959 (meters)       9.71  (feet)  COMP
 CK3008  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CK3008
 CK3008  VERT ORDER  -  FIRST     CLASS II
 CK3008
 CK3008.The horizontal coordinates were scaled from a topographic map and have
 CK3008.an estimated accuracy of +/- 6 seconds.
 CK3008
 CK3008.The orthometric height was determined by differential leveling
 CK3008.and adjusted by the National Geodetic Survey in June 1991..
 CK3008
 CK3008.This Tidal Bench Mark is designated as VM 4271
 CK3008.by the Center for Operational Oceanographic Products and Services.
 CK3008
 CK3008.The geoid height was determined by GEOID03.
 CK3008
 CK3008.The dynamic height is computed by dividing the NAVD 88
 CK3008.geopotential number by the normal gravity value computed on the
 CK3008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3008.degrees latitude (g = 980.6199 gals.).
 CK3008
 CK3008.The modeled gravity was interpolated from observed gravity values.
 CK3008
 CK3008;                    North         East    Units  Estimated Accuracy
 CK3008;SPC SC       -    97,290.      653,640.      MT  (+/- 180 meters Scaled)
 CK3008
 CK3008                          SUPERSEDED SURVEY CONTROL
 CK3008
 CK3008  NGVD 29 (03/21/89)    3.247  (m)           10.65   (f) ADJUSTED    1 2
 CK3008
 CK3008.Superseded values are not recommended for survey control.
 CK3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3008.See file dsdata.txt to determine how the superseded data were derived.
 CK3008
 CK3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS440192(NAD 83)
 CK3008_MARKER: DJ = TIDAL STATION DISK
 CK3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3008_SP_SET: CONCRETE POST
 CK3008_STAMPING: 6151 G 1981
 CK3008_MARK LOGO: NOS   
 CK3008_PROJECTION: FLUSH
 CK3008_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3008+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 CK3008
 CK3008  HISTORY     - Date     Condition        Report By
 CK3008  HISTORY     - 1981     MONUMENTED       NOS
 CK3008  HISTORY     - 1983     GOOD             SCGS
 CK3008  HISTORY     - 20050802 GOOD             SCGS
 CK3008
 CK3008                          STATION DESCRIPTION
 CK3008
 CK3008'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3008'8.2 KM (5.1 MI) SE FROM GREEN POND.
 CK3008'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3008'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3008'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3008'U.S. HIGHWAY 17, THENCE 5.1 KILOMETERS (3.2 MILES) SOUTHERLY ALONG
 CK3008'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE LIVINGSTON PLANTATION,
 CK3008'THENCE 2.1 KILOMETERS (1.3 MILES) EAST ALONG A SAND ROAD TO A FORK IN
 CK3008'THE ROAD, TURN LEFT FOR 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG THE
 CK3008'SAND ROAD TO A T-INTERSECTION, TURN RIGHT FOR 0.5 KILOMETER (0.3 MILE)
 CK3008'NORTHERLY ALONG THE SAND ROAD TO A Y IN THE ROAD, SET APPROXIMATELY
 CK3008'ONE THOUSAND FEET NORTHWEST OF 866 6151 H TIDAL, 118.5 METERS (389.0
 CK3008'FEET) SOUTH-SOUTHWEST OF 866 6151 F TIDAL, 24.7 METERS (81.0 FEET)
 CK3008'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 7.2 METERS
 CK3008'(23.5 FEET) NORTH-NORTHWEST OF A 200-INCH OAK TREE.
 CK3008'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3008
 CK3008                          STATION RECOVERY (2005)
 CK3008
 CK3008'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3008'STATION IS LOCATED 5.6 MI (9.01 KM) EAST-SOUTHEAST OF GREEN POND,
 CK3008'16.35 MI (26.31 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--DAVID
 CK3008'MAYBANK, LAVINGTON PLANTATION, LAVINGTON LANE, GREEN POND, SC 29446.
 CK3008'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK3008'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM)
 CK3008'SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI
 CK3008'(4.67 KM) TO THE JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN
 CK3008'RIGHT ON ROAD 26 FOR 3.2 MI (5.15 KM) TO THE JUNCTION OF A SAND ROAD
 CK3008'ENTRANCE DRIVE TO LAVINGTON PLANTATION, TURN LEFT ON THE SAND ROAD FOR
 CK3008'0.05 MI (0.08 KM) TO THE PLANTATION GATE, CONTINUE ON THE SAND ROAD
 CK3008'FOR 1.3 MI (2.09 KM) TO THE FORK JUNCTION OF A SAND ROAD, BEAR LEFT ON
 CK3008'THE SAND ROAD FOR 0.05 MI (0.08 KM) TO A GATE, CONTINUE ON THE SAND
 CK3008'ROAD FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF A SAND ROAD, TURN RIGHT
 CK3008'ON THE SAND ROAD FOR 0.3 MI (0.48 KM) TO THE STATION ON THE LEFT.
 CK3008'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 CK3008'ROAD, 82.5 NORTHWEST OF THE CENTER OF THE ROAD, 25.3 FT (7.7 M) SOUTH
 CK3008'SOUTHWEST OF A 2.5-FOOT PINE TREE, 27.7 FT (8.4 M) WEST OF A 2.7-FOOT
 CK3008'LIVE OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 44.5 FT (13.6 M)
 CK3008'NORTHEAST OF A 2.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 CK3008'ATTACHED. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3007 ***********************************************************************
 CK3007  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3007  DESIGNATION -  866 6151 H TIDAL
 CK3007  PID         -  CK3007
 CK3007  STATE/COUNTY-  SC/COLLETON
 CK3007  USGS QUAD   -  GREEN POND (1988)
 CK3007
 CK3007                         *CURRENT SURVEY CONTROL
 CK3007  ___________________________________________________________________
 CK3007* NAD 83(1986)-  32 42 35.     (N)    080 31 49.     (W)     SCALED    
 CK3007* NAVD 88     -         3.280  (meters)      10.76   (feet)  ADJUSTED  
 CK3007  ___________________________________________________________________
 CK3007  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 CK3007  DYNAMIC HT  -           3.276 (meters)      10.75  (feet)  COMP
 CK3007  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CK3007
 CK3007  VERT ORDER  -  FIRST     CLASS II
 CK3007
 CK3007.The horizontal coordinates were scaled from a topographic map and have
 CK3007.an estimated accuracy of +/- 6 seconds.
 CK3007
 CK3007.The orthometric height was determined by differential leveling
 CK3007.and adjusted by the National Geodetic Survey in June 1991..
 CK3007
 CK3007.This Tidal Bench Mark is designated as VM 4272
 CK3007.by the Center for Operational Oceanographic Products and Services.
 CK3007
 CK3007.The geoid height was determined by GEOID03.
 CK3007
 CK3007.The dynamic height is computed by dividing the NAVD 88
 CK3007.geopotential number by the normal gravity value computed on the
 CK3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3007.degrees latitude (g = 980.6199 gals.).
 CK3007
 CK3007.The modeled gravity was interpolated from observed gravity values.
 CK3007
 CK3007;                    North         East    Units  Estimated Accuracy
 CK3007;SPC SC       -    97,290.      653,640.      MT  (+/- 180 meters Scaled)
 CK3007
 CK3007                          SUPERSEDED SURVEY CONTROL
 CK3007
 CK3007  NGVD 29 (03/21/89)    3.565  (m)           11.70   (f) ADJUSTED    1 2
 CK3007
 CK3007.Superseded values are not recommended for survey control.
 CK3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3007.See file dsdata.txt to determine how the superseded data were derived.
 CK3007
 CK3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS440192(NAD 83)
 CK3007_MARKER: DJ = TIDAL STATION DISK
 CK3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3007_SP_SET: CONCRETE POST
 CK3007_STAMPING: 6151 H 1981
 CK3007_MARK LOGO: NOS   
 CK3007_PROJECTION: RECESSED 5 CENTIMETERS
 CK3007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3007+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 CK3007
 CK3007  HISTORY     - Date     Condition        Report By
 CK3007  HISTORY     - 1981     MONUMENTED       NOS
 CK3007  HISTORY     - 1983     GOOD             SCGS
 CK3007  HISTORY     - 20050802 GOOD             SCGS
 CK3007
 CK3007                          STATION DESCRIPTION
 CK3007
 CK3007'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3007'8.2 KM (5.1 MI) SE FROM GREEN POND.
 CK3007'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3007'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3007'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3007'U.S. HIGHWAY 17, THENCE 5.1 KILOMETERS (3.2 MILES) SOUTHERLY ALONG
 CK3007'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE LIVINGSTON PLANTATION,
 CK3007'THENCE 2.1 KILOMETERS (1.3 MILES) EAST ALONG A SAND ROAD TO A FORK IN
 CK3007'THE ROAD, TURN LEFT FOR 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG A
 CK3007'SAND ROAD TO A T-INTERSECTION, TURN RIGHT FOR 0.5 KILOMETER (0.3 MILE)
 CK3007'NORTHERLY ALONG THE SAND ROAD TO A Y IN THE ROAD, SET NEAR A SIX-FOOT
 CK3007'HIGH BRICK PILLAR, 35.2 METERS (115.5 FEET) SOUTHEAST OF TELEPHONE
 CK3007'JUNCTION BOX NUMBER 3338L3, 9.6 METERS (31.7 FEET) NORTH-NORTHEAST OF
 CK3007'THE APPROXIMATE CENTER OF THE SAND ROAD, 8.5 METERS (28.2 FEET) NORTH
 CK3007'OF THE SIX-FOOT HIGH BRICK PILLAR.
 CK3007'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3007
 CK3007                          STATION RECOVERY (2005)
 CK3007
 CK3007'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3007'STATION IS LOCATED 5.6 MI (9.01 KM) EAST-SOUTHEAST OF GREEN POND, 16.4
 CK3007'MI (26.39 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--DAVID
 CK3007'MAYBANK, LAVINGTON PLANTATION, LAVINGTON LANE, GREEN POND, SC 29446.
 CK3007'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK3007'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM)
 CK3007'SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI
 CK3007'(4.67 KM) TO THE JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN
 CK3007'RIGHT ON ROAD 26 FOR 3.2 MI (5.15 KM) TO THE JUNCTION OF A SAND ROAD
 CK3007'ENTRANCE DRIVE TO LAVINGTON PLANTATION, TURN LEFT ON THE SAND ROAD FOR
 CK3007'0.05 MI (0.08 KM) TO THE PLANTATION GATE, CONTINUE ON THE SAND ROAD
 CK3007'FOR 1.3 MI (2.09 KM) TO THE FORK JUNCTION OF A SAND ROAD, BEAR RIGHT
 CK3007'ON THE SAND ROAD FOR 0.15 MI (0.24 KM) TO A GATE, CONTINUE ON THE SAND
 CK3007'ROAD FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT NEAR A 6-FOOT
 CK3007'TALL CONCRETE BLOCK PILLAR. STATION IS A CONCRETE POST RECESSED 0.2 FT
 CK3007'(0.1 M) AND LEVEL WITH THE ROAD, 31.8 FT (9.7 M) NORTHEAST OF THE
 CK3007'CENTER OF THE ROAD, 23.9 FT (7.3 M) NORTH OF THE NORTH CORNER OF THE
 CK3007'ENTRANCE PILLAR, 11.7 FT (3.6 M) SOUTH OF A 1.5-FOOT SWEET GUM TREE
 CK3007'WITH A SCGS REFERENCE WASHER ATTACHED, 115.0 FT (35.1 M) SOUTHEAST OF
 CK3007'A TELEPHONE JUNCTION BOX A143L/8. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2941 ***********************************************************************
 CK2941  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2941  DESIGNATION -  866 6166 A TIDAL
 CK2941  PID         -  CK2941
 CK2941  STATE/COUNTY-  SC/COLLETON
 CK2941  USGS QUAD   -  WHITE HALL (1988)
 CK2941
 CK2941                         *CURRENT SURVEY CONTROL
 CK2941  ___________________________________________________________________
 CK2941* NAD 83(1986)-  32 42 51.     (N)    080 41 41.     (W)     SCALED    
 CK2941* NAVD 88     -         1.531  (meters)       5.02   (feet)  ADJUSTED  
 CK2941  ___________________________________________________________________
 CK2941  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2941  DYNAMIC HT  -           1.530 (meters)       5.02  (feet)  COMP
 CK2941  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CK2941
 CK2941  VERT ORDER  -  FIRST     CLASS II
 CK2941
 CK2941.The horizontal coordinates were scaled from a topographic map and have
 CK2941.an estimated accuracy of +/- 6 seconds.
 CK2941
 CK2941.The orthometric height was determined by differential leveling
 CK2941.and adjusted by the National Geodetic Survey in June 1991..
 CK2941
 CK2941.This Tidal Bench Mark is designated as VM 4273
 CK2941.by the Center for Operational Oceanographic Products and Services.
 CK2941
 CK2941.The geoid height was determined by GEOID03.
 CK2941
 CK2941.The dynamic height is computed by dividing the NAVD 88
 CK2941.geopotential number by the normal gravity value computed on the
 CK2941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2941.degrees latitude (g = 980.6199 gals.).
 CK2941
 CK2941.The modeled gravity was interpolated from observed gravity values.
 CK2941
 CK2941;                    North         East    Units  Estimated Accuracy
 CK2941;SPC SC       -    97,730.      638,220.      MT  (+/- 180 meters Scaled)
 CK2941
 CK2941                          SUPERSEDED SURVEY CONTROL
 CK2941
 CK2941  NGVD 29 (03/21/89)    1.808  (m)            5.93   (f) ADJUSTED    1 2
 CK2941
 CK2941.Superseded values are not recommended for survey control.
 CK2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2941.See file dsdata.txt to determine how the superseded data were derived.
 CK2941
 CK2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS286196(NAD 83)
 CK2941_MARKER: DJ = TIDAL STATION DISK
 CK2941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2941_SP_SET: STAINLESS STEEL ROD
 CK2941_STAMPING: 6166 A 1980
 CK2941_MARK LOGO: NOS   
 CK2941_PROJECTION: RECESSED 5 CENTIMETERS
 CK2941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2941+STABILITY: POSITION/ELEVATION WELL
 CK2941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2941+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2941_ROD/PIPE-DEPTH: 8.50 meters
 CK2941
 CK2941  HISTORY     - Date     Condition        Report By
 CK2941  HISTORY     - 1980     MONUMENTED       NOS
 CK2941  HISTORY     - 1983     GOOD             SCGS
 CK2941  HISTORY     - 20050920 GOOD             SCGS
 CK2941
 CK2941                          STATION DESCRIPTION
 CK2941
 CK2941'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2941'8.0 KM (5.0 MI) SW FROM GREEN POND.
 CK2941'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2941'POST OFFICE IN GREEN POND, THENCE 4.25 KILOMETERS (2.65 MILES)
 CK2941'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.4 MILES)
 CK2941'NORTH ALONG COUNTY ROAD S-15-119, THENCE 0.4 KILOMETER (0.25 MILE)
 CK2941'WEST ALONG COUNTY ROAD S-15-66, SET NEAR A 12-INCH LONE PINE TREE,
 CK2941'28.0 METERS (92.0 FEET) WEST-SOUTHWEST OF THE WEST CORNER OF A SMALL
 CK2941'BRIDGE, 2.1 METERS (7.0 FEET) SOUTH-SOUTHEAST OF A 12-INCH LONE PINE
 CK2941'TREE, 5.2 METERS (17.0 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF
 CK2941'S-15-66.
 CK2941'THE MARK IS 0.60 METERS  SSE FROM A WITNESS POST.
 CK2941'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2941
 CK2941                          STATION RECOVERY (2005)
 CK2941
 CK2941'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2941'STATION IS LOCATED 4.9 MI (7.89 KM) WEST-SOUTHWEST OF GREEN POND, 13.2
 CK2941'MI (21.24 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2941'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2941'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2941'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MILES SOUTH
 CK2941'SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 2.65 MILES TO
 CK2941'THE JUNCTION OF STATE ROAD 119 (WHITE HALL ROAD), TURN RIGHT ON ROAD
 CK2941'119 FOR 4.45 MILES TO THE JUNCTION OF STATE ROAD 66 (COMBAHEE ROAD),
 CK2941'TURN LEFT ON ROAD 66 FOR 0.35 MILE TO THE STATION ON THE RIGHT NEAR A
 CK2941'LARGE LONE PINE TREE ON THE ROAD SHOULDER, JUST WEST OF THE SOUTHWEST
 CK2941'END OF A CONCRETE BRIDGE OVER A TIDAL CREEK. STATION IS A DISK
 CK2941'ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.2 FOOT AND LEVEL WITH THE
 CK2941'ROAD, 18.1 FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD, 92.5 FEET
 CK2941'WEST SOUTHWEST OF THE WEST CORNER OF THE BRIDGE, 7.4 FEET SOUTH
 CK2941'SOUTHEAST OF THE 1.8-FOOT PINE TREE. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2939 ***********************************************************************
 CK2939  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2939  DESIGNATION -  866 6166 F TIDAL
 CK2939  PID         -  CK2939
 CK2939  STATE/COUNTY-  SC/COLLETON
 CK2939  USGS QUAD   -  WHITE HALL (1988)
 CK2939
 CK2939                         *CURRENT SURVEY CONTROL
 CK2939  ___________________________________________________________________
 CK2939* NAD 83(1986)-  32 42 57.     (N)    080 41 29.     (W)     SCALED    
 CK2939* NAVD 88     -         2.865  (meters)       9.40   (feet)  ADJUSTED  
 CK2939  ___________________________________________________________________
 CK2939  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2939  DYNAMIC HT  -           2.861 (meters)       9.39  (feet)  COMP
 CK2939  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 CK2939
 CK2939  VERT ORDER  -  FIRST     CLASS II
 CK2939
 CK2939.The horizontal coordinates were scaled from a topographic map and have
 CK2939.an estimated accuracy of +/- 6 seconds.
 CK2939
 CK2939.The orthometric height was determined by differential leveling
 CK2939.and adjusted by the National Geodetic Survey in June 1991..
 CK2939
 CK2939.This Tidal Bench Mark is designated as VM 4275
 CK2939.by the Center for Operational Oceanographic Products and Services.
 CK2939
 CK2939.The geoid height was determined by GEOID03.
 CK2939
 CK2939.The dynamic height is computed by dividing the NAVD 88
 CK2939.geopotential number by the normal gravity value computed on the
 CK2939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2939.degrees latitude (g = 980.6199 gals.).
 CK2939
 CK2939.The modeled gravity was interpolated from observed gravity values.
 CK2939
 CK2939;                    North         East    Units  Estimated Accuracy
 CK2939;SPC SC       -    97,920.      638,530.      MT  (+/- 180 meters Scaled)
 CK2939
 CK2939                          SUPERSEDED SURVEY CONTROL
 CK2939
 CK2939  NGVD 29 (03/21/89)    3.142  (m)           10.31   (f) ADJUSTED    1 2
 CK2939
 CK2939.Superseded values are not recommended for survey control.
 CK2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2939.See file dsdata.txt to determine how the superseded data were derived.
 CK2939
 CK2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS289198(NAD 83)
 CK2939_MARKER: DJ = TIDAL STATION DISK
 CK2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2939_SP_SET: CONCRETE POST
 CK2939_STAMPING: 6166 F 1981
 CK2939_MARK LOGO: NOS   
 CK2939_PROJECTION: RECESSED 5 CENTIMETERS
 CK2939_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2939+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2939
 CK2939  HISTORY     - Date     Condition        Report By
 CK2939  HISTORY     - 1981     MONUMENTED       NOS
 CK2939  HISTORY     - 1983     GOOD             SCGS
 CK2939  HISTORY     - 20050920 GOOD             SCGS
 CK2939
 CK2939                          STATION DESCRIPTION
 CK2939
 CK2939'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2939'8.0 KM (5.0 MI) SW FROM GREEN POND.
 CK2939'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2939'POST OFFICE IN GREEN POND, THENCE 4.25 KILOMETERS (2.65 MILES)
 CK2939'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.4 MILES)
 CK2939'NORTH ALONG COUNTY ROAD S-15-119, THENCE 0.2 KILOMETER (0.1 MILE) WEST
 CK2939'ALONG COUNTY ROAD S-15-66, SET NEAR THE WEST CORNER OF THE EBENEZER
 CK2939'C.M.E. CHURCH, 1.6 METERS (5.4 FEET) SOUTHWEST OF THE WEST CORNER OF
 CK2939'THE CHURCH, 23.2 METERS (76.0 FEET) SOUTHEAST OF THE CENTERLINE
 CK2939'S-15-66, 12.3 METERS (40.5 FEET) NORTHEAST OF LIGHT POLE NUMBER
 CK2939'290761.
 CK2939'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2939
 CK2939                          STATION RECOVERY (2005)
 CK2939
 CK2939'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2939'STATION IS LOCATED 4.7 MI (7.56 KM) WEST SOUTHWEST OF GREEN POND, 13.1
 CK2939'MI (21.08 KM) SOUTH OF WALTERBORO.  OWNERSHIP--EBENEZER C.M.E.
 CK2939'CHURCH, 21 CUCKOLDS CREEK LANE, YEMASSEE, SC 29945 PHONE 843-844-8091.
 CK2939'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2939'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.17 KM)
 CK2939'SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 2.65 MI
 CK2939'(4.26 KM) TO THE JUNCTION OF STATE ROAD 119 (WHITE HALL ROAD), TURN
 CK2939'RIGHT ON ROAD 119 FOR 4.45 MI (7.16 KM) TO THE JUNCTION OF STATE ROAD
 CK2939'66 (COMBAHEE ROAD), TURN LEFT ON ROAD 66 FOR 0.1 MI (0.16 KM) TO THE
 CK2939'STATION ON THE LEFT NEAR THE NORTHWEST CORNER OF THE EBENEZER C.M.E.
 CK2939'CHURCH IN THE SOUTHEAST ANGLE OF A SAND ROAD LEFT (CUCKOLDS CREEK
 CK2939'LANE). STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1 M) AND LEVEL
 CK2939'WITH THE SAND ROAD, 5.2 FT (1.6 M) SOUTHWEST OF THE NORTHWEST CORNER
 CK2939'OF THE CHURCH, 40.5 FT (12.3 M) NORTHEAST OF A SECURITY LIGHT POLE
 CK2939'NUMBER 290761, 41.0 FT (88636.6 M) EAST SOUTHEAST OF THE CENTER OF THE
 CK2939'SAND ROAD, 79.0 FT (24.1 M) SOUTHEAST OF THE CENTER OF ROAD 66, 26.2
 CK2939'FT (28.1 M) SOUTH OF A 2.0-FOOT OAK TREE. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2938 ***********************************************************************
 CK2938  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2938  DESIGNATION -  866 6166 G TIDAL
 CK2938  PID         -  CK2938
 CK2938  STATE/COUNTY-  SC/COLLETON
 CK2938  USGS QUAD   -  WHITE HALL (1988)
 CK2938
 CK2938                         *CURRENT SURVEY CONTROL
 CK2938  ___________________________________________________________________
 CK2938* NAD 83(1986)-  32 42 59.     (N)    080 41 25.     (W)     SCALED    
 CK2938* NAVD 88     -         3.505  (meters)      11.50   (feet)  ADJUSTED  
 CK2938  ___________________________________________________________________
 CK2938  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CK2938  DYNAMIC HT  -           3.501 (meters)      11.49  (feet)  COMP
 CK2938  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CK2938
 CK2938  VERT ORDER  -  FIRST     CLASS II
 CK2938
 CK2938.The horizontal coordinates were scaled from a topographic map and have
 CK2938.an estimated accuracy of +/- 6 seconds.
 CK2938
 CK2938.The orthometric height was determined by differential leveling
 CK2938.and adjusted by the National Geodetic Survey in June 1991..
 CK2938
 CK2938.This Tidal Bench Mark is designated as VM 4276
 CK2938.by the Center for Operational Oceanographic Products and Services.
 CK2938
 CK2938.The geoid height was determined by GEOID03.
 CK2938
 CK2938.The dynamic height is computed by dividing the NAVD 88
 CK2938.geopotential number by the normal gravity value computed on the
 CK2938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2938.degrees latitude (g = 980.6199 gals.).
 CK2938
 CK2938.The modeled gravity was interpolated from observed gravity values.
 CK2938
 CK2938;                    North         East    Units  Estimated Accuracy
 CK2938;SPC SC       -    97,980.      638,640.      MT  (+/- 180 meters Scaled)
 CK2938
 CK2938                          SUPERSEDED SURVEY CONTROL
 CK2938
 CK2938  NGVD 29 (03/21/89)    3.782  (m)           12.41   (f) ADJUSTED    1 2
 CK2938
 CK2938.Superseded values are not recommended for survey control.
 CK2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2938.See file dsdata.txt to determine how the superseded data were derived.
 CK2938
 CK2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS290198(NAD 83)
 CK2938_MARKER: DJ = TIDAL STATION DISK
 CK2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2938_SP_SET: CONCRETE POST
 CK2938_STAMPING: 6166 G 1981
 CK2938_MARK LOGO: NOS   
 CK2938_PROJECTION: FLUSH
 CK2938_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2938+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 CK2938
 CK2938  HISTORY     - Date     Condition        Report By
 CK2938  HISTORY     - 1981     MONUMENTED       NOS
 CK2938  HISTORY     - 1983     GOOD             SCGS
 CK2938  HISTORY     - 20050820 GOOD             SCGS
 CK2938
 CK2938                          STATION DESCRIPTION
 CK2938
 CK2938'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2938'8.0 KM (5.0 MI) SW FROM GREEN POND.
 CK2938'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2938'POST OFFICE IN GREEN POND, THENCE 4.25 KILOMETERS (2.65 MILES)
 CK2938'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.4 MILES)
 CK2938'NORTH ALONG COUNTY ROAD S-15-119, SET IN THE SOUTH ANGLE OF COUNTY
 CK2938'ROADS S-15-66 AND S-15-119, 22.7 METERS (74.9 FEET) WEST OF THE CENTER
 CK2938'LINE OF COUNTY ROAD S-15-119, 18.2 METERS (60.0 FEET) EAST-SOUTHEAST
 CK2938'OF THE CENTERLINE OF COUNTY ROAD S-15-66, 22.5 METERS (74.0 FEET)
 CK2938'SOUTH OF THE APPROXIMATE CENTER OF A ROAD CONNECTING THE TWO COUNTY
 CK2938'ROADS.
 CK2938'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2938
 CK2938                          STATION RECOVERY (2005)
 CK2938
 CK2938'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2938'STATION IS LOCATED 4.7 MI (7.56 KM) WEST SOUTHWEST OF GREEN POND, 13.0
 CK2938'MI (20.92 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2938'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2938'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.17 KM)
 CK2938'SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 2.65 MI
 CK2938'(4.26 KM) TO THE JUNCTION OF STATE ROAD 119 (WHITE HALL ROAD), TURN
 CK2938'RIGHT ON ROAD 119 FOR 4.45 MI (7.16 KM) TO THE STATION ON THE LEFT IN
 CK2938'A GRASSY AREA IN THE SOUTH ANGLE OF THE JUNCTION OF STATE ROAD 66
 CK2938'(COMBAHEE ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 CK2938'0.5 FT (0.2 M) BELOW THE ROADS, 75.0 FT (22.9 M) WEST OF THE CENTER OF
 CK2938'ROAD 119, 60.6 FT (54.7 M) EAST SOUTHEAST OF THE CENTER OF ROAD 66,
 CK2938'75.0 FT (43.0 M) SOUTH OF THE CENTER OF A PAVED CONNECTOR LANE BETWEEN
 CK2938'THE TWO ROADS. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2940 ***********************************************************************
 CK2940  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2940  DESIGNATION -  866 6166 H TIDAL
 CK2940  PID         -  CK2940
 CK2940  STATE/COUNTY-  SC/COLLETON
 CK2940  USGS QUAD   -  WHITE HALL (1988)
 CK2940
 CK2940                         *CURRENT SURVEY CONTROL
 CK2940  ___________________________________________________________________
 CK2940* NAD 83(1986)-  32 42 51.     (N)    080 41 41.     (W)     SCALED    
 CK2940* NAVD 88     -         1.632  (meters)       5.35   (feet)  ADJUSTED  
 CK2940  ___________________________________________________________________
 CK2940  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2940  DYNAMIC HT  -           1.630 (meters)       5.35  (feet)  COMP
 CK2940  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CK2940
 CK2940  VERT ORDER  -  FIRST     CLASS II
 CK2940
 CK2940.The horizontal coordinates were scaled from a topographic map and have
 CK2940.an estimated accuracy of +/- 6 seconds.
 CK2940
 CK2940.The orthometric height was determined by differential leveling
 CK2940.and adjusted by the National Geodetic Survey in June 1991..
 CK2940
 CK2940.This Tidal Bench Mark is designated as VM 4277
 CK2940.by the Center for Operational Oceanographic Products and Services.
 CK2940
 CK2940.The geoid height was determined by GEOID03.
 CK2940
 CK2940.The dynamic height is computed by dividing the NAVD 88
 CK2940.geopotential number by the normal gravity value computed on the
 CK2940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2940.degrees latitude (g = 980.6199 gals.).
 CK2940
 CK2940.The modeled gravity was interpolated from observed gravity values.
 CK2940
 CK2940;                    North         East    Units  Estimated Accuracy
 CK2940;SPC SC       -    97,730.      638,220.      MT  (+/- 180 meters Scaled)
 CK2940
 CK2940                          SUPERSEDED SURVEY CONTROL
 CK2940
 CK2940  NGVD 29 (03/21/89)    1.909  (m)            6.26   (f) ADJUSTED    1 2
 CK2940
 CK2940.Superseded values are not recommended for survey control.
 CK2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2940.See file dsdata.txt to determine how the superseded data were derived.
 CK2940
 CK2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS286196(NAD 83)
 CK2940_MARKER: DJ = TIDAL STATION DISK
 CK2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2940_SP_SET: CONCRETE POST
 CK2940_STAMPING: 6166 H 1981
 CK2940_MARK LOGO: NOS   
 CK2940_PROJECTION: RECESSED 3 CENTIMETERS
 CK2940_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2940+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 CK2940
 CK2940  HISTORY     - Date     Condition        Report By
 CK2940  HISTORY     - 1981     MONUMENTED       NOS
 CK2940  HISTORY     - 1983     GOOD             SCGS
 CK2940  HISTORY     - 20050920 GOOD             SCGS
 CK2940
 CK2940                          STATION DESCRIPTION
 CK2940
 CK2940'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2940'8.0 KM (5.0 MI) SW FROM GREEN POND.
 CK2940'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2940'POST OFFICE IN GREEN POND, THENCE 4.25 KILOMETERS (2.65 MILES)
 CK2940'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.4 MILES)
 CK2940'NORTH ALONG COUNTY ROAD S-15-119, THENCE 0.2 KILOMETER (0.1 MILE) WEST
 CK2940'ALONG COUNTY ROAD S-15-66, THENCE 0.25 KILOMETER (0.15 MILE) SOUTH
 CK2940'ALONG A SAND ROAD TO A BOAT LANDING, SET BY THE WEST CORNER OF A
 CK2940'WOODEN PAVILION, 17.4 METERS (57.5 FEET) EAST-NORTHEAST OF THE RIVER
 CK2940'BANK, 5.3 METERS (17.8 FEET) NORTH-NORTHWEST OF A 15-INCH CEDAR TREE,
 CK2940'7.8 METERS (25.7 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF
 CK2940'THE ROAD TO THE BOAT LANDING, 0.9 METER (3.0 FEET) WEST OF THE WEST
 CK2940'CORNER POST OF THE PAVILION.
 CK2940'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2940
 CK2940                          STATION RECOVERY (2005)
 CK2940
 CK2940'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2940'STATION IS LOCATED 4.8 MI (7.72 KM) WEST SOUTHWEST OF GREEN POND, 13.2
 CK2940'MI (21.24 KM) SOUTH OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2940'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK2940'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.17 KM)
 CK2940'SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON HIGHWAY 17 FOR 2.65 MI
 CK2940'(4.26 KM) TO THE JUNCTION OF STATE ROAD 119 (WHITE HALL ROAD), TURN
 CK2940'RIGHT ON ROAD 119 FOR 4.45 MI (7.16 KM) TO THE JUNCTION OF STATE ROAD
 CK2940'66 (COMBAHEE ROAD), TURN LEFT ON ROAD 66 FOR 0.1 MI (0.16 KM) TO THE
 CK2940'JUNCTION OF A SAND ROAD LEFT (CUCKOLDS CREEK LANE) AND EBENEZER C.M.E.
 CK2940'CHURCH LEFT, TURN LEFT ON THE SAND ROAD FOR 0.15 MI (0.24 KM) TO THE
 CK2940'STATION ON THE LEFT NEAR THE WEST CORNER OF A WOODEN PAVILION AT THE
 CK2940'CUCKOLDS CREEK BOAT LANDING. STATION IS A CONCRETE POST RECESSED 0.1
 CK2940'FOOT, 3.3 FT (1.0 M) WEST NORTHWEST OF THE WEST CORNER OF THE WOODEN
 CK2940'PAVILION, 30.0 FT (9.1 M) EAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 CK2940'BOAT LANDING, 51.0 FT (15.5 M) SOUTHEAST OF A METAL POST WITH SIGN (W.
 CK2940'WATER SUPPLY POINT NUMBER 2280) ATTACHED. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2458 ***********************************************************************
 CK2458  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2458  DESIGNATION -  866 6217 F TIDAL
 CK2458  PID         -  CK2458
 CK2458  STATE/COUNTY-  SC/CHARLESTON
 CK2458  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2458
 CK2458                         *CURRENT SURVEY CONTROL
 CK2458  ___________________________________________________________________
 CK2458* NAD 83(1986)-  32 41 45.     (N)    080 13 27.     (W)     SCALED    
 CK2458* NAVD 88     -         4.617  (meters)      15.15   (feet)  ADJUSTED  
 CK2458  ___________________________________________________________________
 CK2458  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 CK2458  DYNAMIC HT  -           4.612 (meters)      15.13  (feet)  COMP
 CK2458  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 CK2458
 CK2458  VERT ORDER  -  FIRST     CLASS II
 CK2458
 CK2458.The horizontal coordinates were scaled from a topographic map and have
 CK2458.an estimated accuracy of +/- 6 seconds.
 CK2458
 CK2458.The orthometric height was determined by differential leveling
 CK2458.and adjusted by the National Geodetic Survey in June 1991..
 CK2458
 CK2458.This Tidal Bench Mark is designated as VM 4288
 CK2458.by the Center for Operational Oceanographic Products and Services.
 CK2458
 CK2458.The geoid height was determined by GEOID03.
 CK2458
 CK2458.The dynamic height is computed by dividing the NAVD 88
 CK2458.geopotential number by the normal gravity value computed on the
 CK2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2458.degrees latitude (g = 980.6199 gals.).
 CK2458
 CK2458.The modeled gravity was interpolated from observed gravity values.
 CK2458
 CK2458;                    North         East    Units  Estimated Accuracy
 CK2458;SPC SC       -    95,930.      682,350.      MT  (+/- 180 meters Scaled)
 CK2458
 CK2458                          SUPERSEDED SURVEY CONTROL
 CK2458
 CK2458  NGVD 29 (03/21/89)    4.910  (m)           16.11   (f) ADJUSTED    1 2
 CK2458
 CK2458.Superseded values are not recommended for survey control.
 CK2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2458.See file dsdata.txt to determine how the superseded data were derived.
 CK2458
 CK2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS727178(NAD 83)
 CK2458_MARKER: DJ = TIDAL STATION DISK
 CK2458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2458_SP_SET: STAINLESS STEEL ROD
 CK2458_STAMPING: 6217 F 1977
 CK2458_MARK LOGO: NOS   
 CK2458_PROJECTION: FLUSH
 CK2458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2458_ROD/PIPE-DEPTH: 10.0 meters
 CK2458
 CK2458  HISTORY     - Date     Condition        Report By
 CK2458  HISTORY     - 1977     MONUMENTED       NOS
 CK2458  HISTORY     - 1983     GOOD             SCGS
 CK2458
 CK2458                          STATION DESCRIPTION
 CK2458
 CK2458'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2458'2.9 KM (1.8 MI) SSE FROM MEGGETT.
 CK2458'2.9 KILOMETERS (1.8 MILES) SOUTHERLY ALONG STATE HIGHWAY 165 FROM THE
 CK2458'POST OFFICE IN MEGGETT, THENCE 0.7 KILOMETER (0.4 MILE) EAST ALONG
 CK2458'COUNTY ROAD S-10-1311 TO A PRIVATE DRIVE RIGHT LEADING TO A BRICK
 CK2458'HOME, SET NEAR THE SOUTHWEST CORNER OF THE BRICK HOME, 66.7 METERS
 CK2458'(218.7 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 CK2458'S-10-1311, 27.4 METERS (90.0 FEET) EAST-NORTHEAST OF POWER POLE NUMBER
 CK2458'144010, 31.5 METERS (103.9 FEET) NORTH-NORTHEAST OF A BRICK CHIMNEY OF
 CK2458'A ONE-STORY WOOD HOUSE, 1.1 METERS (3.9 FEET) WEST-SOUTHWEST OF THE
 CK2458'SOUTHWEST CORNER OF THE BRICK HOUSE.
 CK2458'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2454 ***********************************************************************
 CK2454  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2454  DESIGNATION -  866 6217 G TIDAL
 CK2454  PID         -  CK2454
 CK2454  STATE/COUNTY-  SC/CHARLESTON
 CK2454  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2454
 CK2454                         *CURRENT SURVEY CONTROL
 CK2454  ___________________________________________________________________
 CK2454* NAD 83(1986)-  32 41 44.     (N)    080 13 32.     (W)     SCALED    
 CK2454* NAVD 88     -         3.864  (meters)      12.68   (feet)  ADJUSTED  
 CK2454  ___________________________________________________________________
 CK2454  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 CK2454  DYNAMIC HT  -           3.860 (meters)      12.66  (feet)  COMP
 CK2454  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 CK2454
 CK2454  VERT ORDER  -  FIRST     CLASS II
 CK2454
 CK2454.The horizontal coordinates were scaled from a topographic map and have
 CK2454.an estimated accuracy of +/- 6 seconds.
 CK2454
 CK2454.The orthometric height was determined by differential leveling
 CK2454.and adjusted by the National Geodetic Survey in June 1991..
 CK2454
 CK2454.This Tidal Bench Mark is designated as VM 4289
 CK2454.by the Center for Operational Oceanographic Products and Services.
 CK2454
 CK2454.The geoid height was determined by GEOID03.
 CK2454
 CK2454.The dynamic height is computed by dividing the NAVD 88
 CK2454.geopotential number by the normal gravity value computed on the
 CK2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2454.degrees latitude (g = 980.6199 gals.).
 CK2454
 CK2454.The modeled gravity was interpolated from observed gravity values.
 CK2454
 CK2454;                    North         East    Units  Estimated Accuracy
 CK2454;SPC SC       -    95,900.      682,220.      MT  (+/- 180 meters Scaled)
 CK2454
 CK2454                          SUPERSEDED SURVEY CONTROL
 CK2454
 CK2454  NGVD 29 (03/21/89)    4.157  (m)           13.64   (f) ADJUSTED    1 2
 CK2454
 CK2454.Superseded values are not recommended for survey control.
 CK2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2454.See file dsdata.txt to determine how the superseded data were derived.
 CK2454
 CK2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS725178(NAD 83)
 CK2454_MARKER: DJ = TIDAL STATION DISK
 CK2454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2454_SP_SET: STAINLESS STEEL ROD
 CK2454_STAMPING: 6217 G 1977
 CK2454_MARK LOGO: NOS   
 CK2454_PROJECTION: FLUSH
 CK2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2454_ROD/PIPE-DEPTH: 10.0 meters
 CK2454
 CK2454  HISTORY     - Date     Condition        Report By
 CK2454  HISTORY     - 1977     MONUMENTED       NOS
 CK2454  HISTORY     - 1983     GOOD             SCGS
 CK2454
 CK2454                          STATION DESCRIPTION
 CK2454
 CK2454'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2454'2.9 KM (1.8 MI) SSE FROM MEGGETT.
 CK2454'2.9 KILOMETERS (1.8 MILES) SOUTHERLY ALONG STATE HIGHWAY 165 FROM THE
 CK2454'POST OFFICE AT MEGGETT, THENCE 0.55 KILOMETER (0.35 MILE) EAST ALONG
 CK2454'COUNTY ROAD S-10-1311, SET NEAR A POWER POLE ACROSS FROM A LARGE
 CK2454'TWO-STORY HOUSE, 3.7 METERS (12.2 FEET) WEST-NORTHWEST OF THE
 CK2454'APPROXIMATE CENTER OF THE COUNTY ROAD, 4.6 METERS (15.4 FEET)
 CK2454'SOUTH-SOUTHEAST OF POWER POLE NUMBER 77849.
 CK2454'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2657 ***********************************************************************
 CK2657  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2657  DESIGNATION -  866 6282 A TIDAL
 CK2657  PID         -  CK2657
 CK2657  STATE/COUNTY-  SC/CHARLESTON
 CK2657  USGS QUAD   -  LEGAREVILLE (1971)
 CK2657
 CK2657                         *CURRENT SURVEY CONTROL
 CK2657  ___________________________________________________________________
 CK2657* NAD 83(1986)-  32 40 54.     (N)    080 05 45.     (W)     SCALED    
 CK2657* NAVD 88     -         1.589  (meters)       5.21   (feet)  ADJUSTED  
 CK2657  ___________________________________________________________________
 CK2657  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2657  DYNAMIC HT  -           1.588 (meters)       5.21  (feet)  COMP
 CK2657  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 CK2657
 CK2657  VERT ORDER  -  FIRST     CLASS II
 CK2657
 CK2657.The horizontal coordinates were scaled from a topographic map and have
 CK2657.an estimated accuracy of +/- 6 seconds.
 CK2657
 CK2657.The orthometric height was determined by differential leveling
 CK2657.and adjusted by the National Geodetic Survey in June 1991..
 CK2657
 CK2657.This Tidal Bench Mark is designated as VM 4290
 CK2657.by the Center for Operational Oceanographic Products and Services.
 CK2657
 CK2657.The geoid height was determined by GEOID03.
 CK2657
 CK2657.The dynamic height is computed by dividing the NAVD 88
 CK2657.geopotential number by the normal gravity value computed on the
 CK2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2657.degrees latitude (g = 980.6199 gals.).
 CK2657
 CK2657.The modeled gravity was interpolated from observed gravity values.
 CK2657
 CK2657;                    North         East    Units  Estimated Accuracy
 CK2657;SPC SC       -    94,450.      694,390.      MT  (+/- 180 meters Scaled)
 CK2657
 CK2657                          SUPERSEDED SURVEY CONTROL
 CK2657
 CK2657  NGVD 29 (03/21/89)    1.887  (m)            6.19   (f) ADJUSTED    1 2
 CK2657
 CK2657.Superseded values are not recommended for survey control.
 CK2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2657.See file dsdata.txt to determine how the superseded data were derived.
 CK2657
 CK2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS847163(NAD 83)
 CK2657_MARKER: DJ = TIDAL STATION DISK
 CK2657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2657_SP_SET: STAINLESS STEEL ROD
 CK2657_STAMPING: 6282 A 1982
 CK2657_MARK LOGO: NOS   
 CK2657_PROJECTION: FLUSH
 CK2657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2657_ROD/PIPE-DEPTH: 13.4 meters
 CK2657
 CK2657  HISTORY     - Date     Condition        Report By
 CK2657  HISTORY     - 1982     MONUMENTED       NOS
 CK2657  HISTORY     - 1983     GOOD             SCGS
 CK2657  HISTORY     - 19950615 MARK NOT FOUND   USPSQD
 CK2657
 CK2657                          STATION DESCRIPTION
 CK2657
 CK2657'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2657'14.6 KM (9.1 MI) SE FROM HOLLYWOOD.
 CK2657'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2657'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2657'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 2.7 KILOMETERS
 CK2657'(1.7 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE 0.3 KILOMETER
 CK2657'(0.2 MILE) NORTH ALONG OAK BRANCH DRIVE, SET NEAR A FIVE-FOOT HIGH
 CK2657'WOOD FENCE LINE NEAR A CINDER BLOCK SHED, 1.2 METERS (4.0 FEET) WEST
 CK2657'OF THE FENCE LINE, 2.5 METERS (8.6 FEET) EAST OF A SMALL POWER POLE
 CK2657'WITH A YARD LAMP, 15.8 METERS (52.0 FEET) NORTH OF THE NORTH FACE OF
 CK2657'THE SHED, 21.4 METERS (70.7 FEET) SOUTH OF THE SOUTH EDGE OF A CEMENT
 CK2657'WALK TO A DOCK.
 CK2657'THE MARK IS 0.4 M BELOW OAK BRANCH DRIVE.
 CK2657
 CK2657                          STATION RECOVERY (1995)
 CK2657
 CK2657'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2656 ***********************************************************************
 CK2656  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2656  DESIGNATION -  866 6282 B TIDAL
 CK2656  PID         -  CK2656
 CK2656  STATE/COUNTY-  SC/CHARLESTON
 CK2656  USGS QUAD   -  LEGAREVILLE (1971)
 CK2656
 CK2656                         *CURRENT SURVEY CONTROL
 CK2656  ___________________________________________________________________
 CK2656* NAD 83(1986)-  32 40 51.     (N)    080 05 46.     (W)     SCALED    
 CK2656* NAVD 88     -         4.230  (meters)      13.88   (feet)  ADJUSTED  
 CK2656  ___________________________________________________________________
 CK2656  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 CK2656  DYNAMIC HT  -           4.225 (meters)      13.86  (feet)  COMP
 CK2656  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 CK2656
 CK2656  VERT ORDER  -  FIRST     CLASS II
 CK2656
 CK2656.The horizontal coordinates were scaled from a topographic map and have
 CK2656.an estimated accuracy of +/- 6 seconds.
 CK2656
 CK2656.The orthometric height was determined by differential leveling
 CK2656.and adjusted by the National Geodetic Survey in June 1991..
 CK2656
 CK2656.This Tidal Bench Mark is designated as VM 4291
 CK2656.by the Center for Operational Oceanographic Products and Services.
 CK2656
 CK2656.The geoid height was determined by GEOID03.
 CK2656
 CK2656.The dynamic height is computed by dividing the NAVD 88
 CK2656.geopotential number by the normal gravity value computed on the
 CK2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2656.degrees latitude (g = 980.6199 gals.).
 CK2656
 CK2656.The modeled gravity was interpolated from observed gravity values.
 CK2656
 CK2656;                    North         East    Units  Estimated Accuracy
 CK2656;SPC SC       -    94,360.      694,370.      MT  (+/- 180 meters Scaled)
 CK2656
 CK2656                          SUPERSEDED SURVEY CONTROL
 CK2656
 CK2656  NGVD 29 (03/21/89)    4.528  (m)           14.86   (f) ADJUSTED    1 2
 CK2656
 CK2656.Superseded values are not recommended for survey control.
 CK2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2656.See file dsdata.txt to determine how the superseded data were derived.
 CK2656
 CK2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS847162(NAD 83)
 CK2656_MARKER: DJ = TIDAL STATION DISK
 CK2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2656_SP_SET: CONCRETE POST
 CK2656_STAMPING: 6282 B 1982
 CK2656_MARK LOGO: NOS   
 CK2656_PROJECTION: FLUSH
 CK2656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2656+STABILITY: SURFACE MOTION
 CK2656
 CK2656  HISTORY     - Date     Condition        Report By
 CK2656  HISTORY     - 1982     MONUMENTED       NOS
 CK2656  HISTORY     - 1983     GOOD             SCGS
 CK2656  HISTORY     - 19950615 GOOD             USPSQD
 CK2656
 CK2656                          STATION DESCRIPTION
 CK2656
 CK2656'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2656'14.6 KM (9.1 MI) SE FROM HOLLYWOOD.
 CK2656'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2656'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2656'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 2.7 KILOMETERS
 CK2656'(1.7 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE 0.25 KILOMETER
 CK2656'(0.15 MILE) NORTHEAST ALONG OAK BRANCH DRIVE, SET NEAR A STEEL FENCE
 CK2656'GATE IN THE FRONT YARD OF A ONE-STORY WOOD HOUSE, 4.9 METERS (16.0
 CK2656'FEET) NORTH-NORTHWEST OF THE GRAVEL DRIVE LEADING TO THE HOUSE,
 CK2656'11.0 METERS (36.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 CK2656'OAK BRANCH DRIVE, 14.0 METERS (46.0 FEET) SOUTH-SOUTHWEST OF A POWER
 CK2656'POLE WITH A YARD LAMP, 24.4 METERS (80.4 FEET) WEST-SOUTHWEST OF THE
 CK2656'NORTHWEST CORNER OF THE HOUSE.
 CK2656'THE MARK IS ABOVE LEVEL WITH OAK BRANCH DRIVE.
 CK2656
 CK2656                          STATION RECOVERY (1995)
 CK2656
 CK2656'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2655 ***********************************************************************
 CK2655  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2655  DESIGNATION -  866 6282 C TIDAL
 CK2655  PID         -  CK2655
 CK2655  STATE/COUNTY-  SC/CHARLESTON
 CK2655  USGS QUAD   -  LEGAREVILLE (1971)
 CK2655
 CK2655                         *CURRENT SURVEY CONTROL
 CK2655  ___________________________________________________________________
 CK2655* NAD 83(1986)-  32 40 49.     (N)    080 05 44.     (W)     SCALED    
 CK2655* NAVD 88     -         4.052  (meters)      13.29   (feet)  ADJUSTED  
 CK2655  ___________________________________________________________________
 CK2655  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2655  DYNAMIC HT  -           4.048 (meters)      13.28  (feet)  COMP
 CK2655  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 CK2655
 CK2655  VERT ORDER  -  FIRST     CLASS II
 CK2655
 CK2655.The horizontal coordinates were scaled from a topographic map and have
 CK2655.an estimated accuracy of +/- 6 seconds.
 CK2655
 CK2655.The orthometric height was determined by differential leveling
 CK2655.and adjusted by the National Geodetic Survey in June 1991..
 CK2655
 CK2655.This Tidal Bench Mark is designated as VM 4292
 CK2655.by the Center for Operational Oceanographic Products and Services.
 CK2655
 CK2655.The geoid height was determined by GEOID03.
 CK2655
 CK2655.The dynamic height is computed by dividing the NAVD 88
 CK2655.geopotential number by the normal gravity value computed on the
 CK2655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2655.degrees latitude (g = 980.6199 gals.).
 CK2655
 CK2655.The modeled gravity was interpolated from observed gravity values.
 CK2655
 CK2655;                    North         East    Units  Estimated Accuracy
 CK2655;SPC SC       -    94,300.      694,420.      MT  (+/- 180 meters Scaled)
 CK2655
 CK2655                          SUPERSEDED SURVEY CONTROL
 CK2655
 CK2655  NGVD 29 (03/21/89)    4.350  (m)           14.27   (f) ADJUSTED    1 2
 CK2655
 CK2655.Superseded values are not recommended for survey control.
 CK2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2655.See file dsdata.txt to determine how the superseded data were derived.
 CK2655
 CK2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS847162(NAD 83)
 CK2655_MARKER: DJ = TIDAL STATION DISK
 CK2655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2655_SP_SET: STAINLESS STEEL ROD
 CK2655_STAMPING: 6282 C 1982
 CK2655_MARK LOGO: NOS   
 CK2655_PROJECTION: FLUSH
 CK2655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2655_ROD/PIPE-DEPTH: 14.6 meters
 CK2655
 CK2655  HISTORY     - Date     Condition        Report By
 CK2655  HISTORY     - 1982     MONUMENTED       NOS
 CK2655  HISTORY     - 1983     GOOD             SCGS
 CK2655  HISTORY     - 19950615 GOOD             USPSQD
 CK2655
 CK2655                          STATION DESCRIPTION
 CK2655
 CK2655'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2655'14.6 KM (9.1 MI) SE FROM HOLLYWOOD.
 CK2655'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2655'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2655'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 2.7 KILOMETER
 CK2655'(1.7 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE 0.2 KILOMETER
 CK2655'(0.1 MILE) NORTH ALONG OAK BRANCH DRIVE, SET NEAR A POWER POLE WITH A
 CK2655'TRANSFORMER IN THE SOUTHEAST LAWN OF A LARGE TWO-STORY BRICK HOUSE,
 CK2655'1.6 METERS (5.3 FEET) WEST-SOUTHWEST OF THE POWER POLE, 3.7 METERS
 CK2655'(12.0 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF THE GRAVEL DRIVE TO
 CK2655'THE HOUSE, 9.3 METERS (30.5 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 CK2655'CENTER OF OAK BRANCH DRIVE, 35.4 METERS (116.0 FEET) EAST OF THE EAST
 CK2655'CORNER OF THE HOUSE.
 CK2655'THE MARK IS ABOVE LEVEL WITH OAK BRANCH DRIVE.
 CK2655
 CK2655                          STATION RECOVERY (1995)
 CK2655
 CK2655'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2654 ***********************************************************************
 CK2654  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2654  DESIGNATION -  866 6282 D TIDAL
 CK2654  PID         -  CK2654
 CK2654  STATE/COUNTY-  SC/CHARLESTON
 CK2654  USGS QUAD   -  LEGAREVILLE (1971)
 CK2654
 CK2654                         *CURRENT SURVEY CONTROL
 CK2654  ___________________________________________________________________
 CK2654* NAD 83(1986)-  32 40 48.     (N)    080 05 41.     (W)     SCALED    
 CK2654* NAVD 88     -         4.072  (meters)      13.36   (feet)  ADJUSTED  
 CK2654  ___________________________________________________________________
 CK2654  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2654  DYNAMIC HT  -           4.067 (meters)      13.34  (feet)  COMP
 CK2654  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 CK2654
 CK2654  VERT ORDER  -  FIRST     CLASS II
 CK2654
 CK2654.The horizontal coordinates were scaled from a topographic map and have
 CK2654.an estimated accuracy of +/- 6 seconds.
 CK2654
 CK2654.The orthometric height was determined by differential leveling
 CK2654.and adjusted by the National Geodetic Survey in June 1991..
 CK2654
 CK2654.This Tidal Bench Mark is designated as VM 4293
 CK2654.by the Center for Operational Oceanographic Products and Services.
 CK2654
 CK2654.The geoid height was determined by GEOID03.
 CK2654
 CK2654.The dynamic height is computed by dividing the NAVD 88
 CK2654.geopotential number by the normal gravity value computed on the
 CK2654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2654.degrees latitude (g = 980.6199 gals.).
 CK2654
 CK2654.The modeled gravity was interpolated from observed gravity values.
 CK2654
 CK2654;                    North         East    Units  Estimated Accuracy
 CK2654;SPC SC       -    94,270.      694,500.      MT  (+/- 180 meters Scaled)
 CK2654
 CK2654                          SUPERSEDED SURVEY CONTROL
 CK2654
 CK2654  NGVD 29 (03/21/89)    4.369  (m)           14.33   (f) ADJUSTED    1 2
 CK2654
 CK2654.Superseded values are not recommended for survey control.
 CK2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2654.See file dsdata.txt to determine how the superseded data were derived.
 CK2654
 CK2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS848161(NAD 83)
 CK2654_MARKER: DJ = TIDAL STATION DISK
 CK2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2654_SP_SET: CONCRETE POST
 CK2654_STAMPING: 6282 D 1982
 CK2654_MARK LOGO: NOS   
 CK2654_PROJECTION: FLUSH
 CK2654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2654+STABILITY: SURFACE MOTION
 CK2654
 CK2654  HISTORY     - Date     Condition        Report By
 CK2654  HISTORY     - 1982     MONUMENTED       NOS
 CK2654  HISTORY     - 1983     GOOD             SCGS
 CK2654  HISTORY     - 19950615 GOOD             USPSQD
 CK2654
 CK2654                          STATION DESCRIPTION
 CK2654
 CK2654'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2654'14.6 KM (9.1 MI) SE FROM HOLLYWOOD.
 CK2654'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2654'JOHNS ISLAND POST OFFICE, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH
 CK2654'ALONG COUNTY ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 2.7 KILOMETERS
 CK2654'(1.7 MILES) SOUTHWEST ALONG COUNTY ROAD S-10-20, THENCE 0.1 KILOMETER
 CK2654'(0.05 MILE) NORTH ALONG OAK BRANCH DRIVE, SET NEAR A POWER POLE IN THE
 CK2654'SOUTHEAST LAWN OF A ONE-STORY WOOD HOUSE.  1.1 METERS (3.5 FEET)
 CK2654'EAST-NORTHEAST OF THE POWER POLE, 5.2 METERS (17.0 FEET) SOUTHEAST OF
 CK2654'THE APPROXIMATE CENTER OF THE GRAVEL DRIVE TO THE HOUSE, 9.1 METERS
 CK2654'(30.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF OAK BRANCH
 CK2654'DRIVE, 22.7 METERS (74.8 FEET) SOUTH OF THE SOUTHWEST CORNER OF THE
 CK2654'HOUSE.
 CK2654'THE MARK IS ABOVE LEVEL WITH OAK BRANCH DRIVE.
 CK2654
 CK2654                          STATION RECOVERY (1995)
 CK2654
 CK2654'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2653 ***********************************************************************
 CK2653  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2653  DESIGNATION -  866 6282 E TIDAL
 CK2653  PID         -  CK2653
 CK2653  STATE/COUNTY-  SC/CHARLESTON
 CK2653  USGS QUAD   -  LEGAREVILLE (1971)
 CK2653
 CK2653                         *CURRENT SURVEY CONTROL
 CK2653  ___________________________________________________________________
 CK2653* NAD 83(1986)-  32 40 46.     (N)    080 05 42.     (W)     SCALED    
 CK2653* NAVD 88     -         4.605  (meters)      15.11   (feet)  ADJUSTED  
 CK2653  ___________________________________________________________________
 CK2653  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 CK2653  DYNAMIC HT  -           4.600 (meters)      15.09  (feet)  COMP
 CK2653  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 CK2653
 CK2653  VERT ORDER  -  FIRST     CLASS II
 CK2653
 CK2653.The horizontal coordinates were scaled from a topographic map and have
 CK2653.an estimated accuracy of +/- 6 seconds.
 CK2653
 CK2653.The orthometric height was determined by differential leveling
 CK2653.and adjusted by the National Geodetic Survey in June 1991..
 CK2653
 CK2653.This Tidal Bench Mark is designated as VM 4294
 CK2653.by the Center for Operational Oceanographic Products and Services.
 CK2653
 CK2653.The geoid height was determined by GEOID03.
 CK2653
 CK2653.The dynamic height is computed by dividing the NAVD 88
 CK2653.geopotential number by the normal gravity value computed on the
 CK2653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2653.degrees latitude (g = 980.6199 gals.).
 CK2653
 CK2653.The modeled gravity was interpolated from observed gravity values.
 CK2653
 CK2653;                    North         East    Units  Estimated Accuracy
 CK2653;SPC SC       -    94,210.      694,470.      MT  (+/- 180 meters Scaled)
 CK2653
 CK2653                          SUPERSEDED SURVEY CONTROL
 CK2653
 CK2653  NGVD 29 (03/21/89)    4.903  (m)           16.09   (f) ADJUSTED    1 2
 CK2653
 CK2653.Superseded values are not recommended for survey control.
 CK2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2653.See file dsdata.txt to determine how the superseded data were derived.
 CK2653
 CK2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS848161(NAD 83)
 CK2653_MARKER: DJ = TIDAL STATION DISK
 CK2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2653_SP_SET: CONCRETE POST
 CK2653_STAMPING: 6282 E 1982
 CK2653_MARK LOGO: NOS   
 CK2653_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2653+STABILITY: SURFACE MOTION
 CK2653
 CK2653  HISTORY     - Date     Condition        Report By
 CK2653  HISTORY     - 1982     MONUMENTED       NOS
 CK2653  HISTORY     - 1983     GOOD             SCGS
 CK2653  HISTORY     - 19950615 GOOD             USPSQD
 CK2653
 CK2653                          STATION DESCRIPTION
 CK2653
 CK2653'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2653'14.6 KM (9.1 MI) SE FROM HOLLYWOOD.
 CK2653'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2653'JOHNS ISLAND POST OFFICE, THENCE 3.6 KM (2.25 MI) SOUTH ALONG COUNTY
 CK2653'ROAD S-10-20 TO A Y-INTERSECTION, CONTINUE 2.7 KILOMETERS (1.7 MILES)
 CK2653'SOUTH ALONG COUNTY ROAD S-10-20, SET NEAR A POWER POLE IN THE
 CK2653'NORTHWEST ANGLE OF THE INTERSECTION OF OAK BRANCH DRIVE, 1.4 METERS
 CK2653'(4.8 FEET) SOUTHWEST OF THE POWER POLE WITH TWO GUY WIRES, 8.5 METERS
 CK2653'(28.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVE,
 CK2653'13.1 METERS (43.0 FEET) NORTH OF A 130-INCH LIVE OAK TREE, 14.3 METERS
 CK2653'(47.2 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD.
 CK2653'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CK2653
 CK2653                          STATION RECOVERY (1995)
 CK2653
 CK2653'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2766 ***********************************************************************
 CK2766  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2766  DESIGNATION -  866 6283 G TIDAL
 CK2766  PID         -  CK2766
 CK2766  STATE/COUNTY-  SC/CHARLESTON
 CK2766  USGS QUAD   -  LEGAREVILLE (1971)
 CK2766
 CK2766                         *CURRENT SURVEY CONTROL
 CK2766  ___________________________________________________________________
 CK2766* NAD 83(1986)-  32 40 40.     (N)    080 00 23.     (W)     SCALED    
 CK2766* NAVD 88     -         2.122  (meters)       6.96   (feet)  ADJUSTED  
 CK2766  ___________________________________________________________________
 CK2766  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CK2766  DYNAMIC HT  -           2.120 (meters)       6.96  (feet)  COMP
 CK2766  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 CK2766
 CK2766  VERT ORDER  -  FIRST     CLASS II
 CK2766
 CK2766.The horizontal coordinates were scaled from a topographic map and have
 CK2766.an estimated accuracy of +/- 6 seconds.
 CK2766
 CK2766.The orthometric height was determined by differential leveling
 CK2766.and adjusted by the National Geodetic Survey in June 1991..
 CK2766
 CK2766.This Tidal Bench Mark is designated as VM 4295
 CK2766.by the Center for Operational Oceanographic Products and Services.
 CK2766
 CK2766.The geoid height was determined by GEOID03.
 CK2766
 CK2766.The dynamic height is computed by dividing the NAVD 88
 CK2766.geopotential number by the normal gravity value computed on the
 CK2766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2766.degrees latitude (g = 980.6199 gals.).
 CK2766
 CK2766.The modeled gravity was interpolated from observed gravity values.
 CK2766
 CK2766;                    North         East    Units  Estimated Accuracy
 CK2766;SPC SC       -    94,100.      702,790.      MT  (+/- 180 meters Scaled)
 CK2766
 CK2766                          SUPERSEDED SURVEY CONTROL
 CK2766
 CK2766  NGVD 29 (03/21/89)    2.420  (m)            7.94   (f) ADJUSTED    1 2
 CK2766
 CK2766.Superseded values are not recommended for survey control.
 CK2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2766.See file dsdata.txt to determine how the superseded data were derived.
 CK2766
 CK2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS931160(NAD 83)
 CK2766_MARKER: DJ = TIDAL STATION DISK
 CK2766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2766_SP_SET: STAINLESS STEEL ROD
 CK2766_STAMPING: 6283 G 1978
 CK2766_MARK LOGO: NOS   
 CK2766_PROJECTION: FLUSH
 CK2766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2766_ROD/PIPE-DEPTH: 10.9 meters
 CK2766
 CK2766  HISTORY     - Date     Condition        Report By
 CK2766  HISTORY     - 1978     MONUMENTED       NOS
 CK2766  HISTORY     - 1983     GOOD             SCGS
 CK2766
 CK2766                          STATION DESCRIPTION
 CK2766
 CK2766'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2766'14.5 KM (9.0 MI) SW FROM SAINT ANDREWS.
 CK2766'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2766'ISLAND POST OFFICE, THENCE 8.2 KILOMETERS (5.1 MILES) SOUTH ALONG
 CK2766'COUNTY ROAD S-10-54, THENCE 1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG A
 CK2766'SAND ROAD TO A METAL GATE, CONTINUE AHEAD 1.3 KILOMETERS (0.8 MILE)
 CK2766'NORTHEAST ALONG SAND ROAD TO A TEE INTERSECTION, THENCE 0.2 KILOMETER
 CK2766'(0.1 MILE) SOUTH ALONG A SAND DRIVE LEADING TO A SMALL TWO-STORY
 CK2766'HOUSE, SET AT END OF DOCK, 3.3 METERS (11.0 FEET) SOUTHWEST OF A
 CK2766'40-INCH LIVE OAK TREE, 5.6 METERS (18.6 FEET) SOUTH OF A BARBED WIRE
 CK2766'FENCE, 50.1 METERS (164.4 FEET) EAST-NORTHEAST OF THE NORTHWEST CORNER
 CK2766'OF THE TWO-STORY WOOD HOUSE, 69.0 METERS (226.5 FEET) EAST OF 866 6283
 CK2766'H TIDAL.
 CK2766'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2765 ***********************************************************************
 CK2765  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2765  DESIGNATION -  866 6283 H TIDAL
 CK2765  PID         -  CK2765
 CK2765  STATE/COUNTY-  SC/CHARLESTON
 CK2765  USGS QUAD   -  LEGAREVILLE (1971)
 CK2765
 CK2765                         *CURRENT SURVEY CONTROL
 CK2765  ___________________________________________________________________
 CK2765* NAD 83(1986)-  32 40 40.     (N)    080 00 27.     (W)     SCALED    
 CK2765* NAVD 88     -         2.715  (meters)       8.91   (feet)  ADJUSTED  
 CK2765  ___________________________________________________________________
 CK2765  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CK2765  DYNAMIC HT  -           2.712 (meters)       8.90  (feet)  COMP
 CK2765  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 CK2765
 CK2765  VERT ORDER  -  FIRST     CLASS II
 CK2765
 CK2765.The horizontal coordinates were scaled from a topographic map and have
 CK2765.an estimated accuracy of +/- 6 seconds.
 CK2765
 CK2765.The orthometric height was determined by differential leveling
 CK2765.and adjusted by the National Geodetic Survey in June 1991..
 CK2765
 CK2765.This Tidal Bench Mark is designated as VM 4296
 CK2765.by the Center for Operational Oceanographic Products and Services.
 CK2765
 CK2765.The geoid height was determined by GEOID03.
 CK2765
 CK2765.The dynamic height is computed by dividing the NAVD 88
 CK2765.geopotential number by the normal gravity value computed on the
 CK2765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2765.degrees latitude (g = 980.6199 gals.).
 CK2765
 CK2765.The modeled gravity was interpolated from observed gravity values.
 CK2765
 CK2765;                    North         East    Units  Estimated Accuracy
 CK2765;SPC SC       -    94,100.      702,680.      MT  (+/- 180 meters Scaled)
 CK2765
 CK2765                          SUPERSEDED SURVEY CONTROL
 CK2765
 CK2765  NGVD 29 (03/21/89)    3.013  (m)            9.89   (f) ADJUSTED    1 2
 CK2765
 CK2765.Superseded values are not recommended for survey control.
 CK2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2765.See file dsdata.txt to determine how the superseded data were derived.
 CK2765
 CK2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS930160(NAD 83)
 CK2765_MARKER: DJ = TIDAL STATION DISK
 CK2765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2765_SP_SET: STAINLESS STEEL ROD
 CK2765_STAMPING: 6283 H 1978
 CK2765_MARK LOGO: NOS   
 CK2765_PROJECTION: FLUSH
 CK2765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2765_ROD/PIPE-DEPTH: 12.8 meters
 CK2765
 CK2765  HISTORY     - Date     Condition        Report By
 CK2765  HISTORY     - 1978     MONUMENTED       NOS
 CK2765  HISTORY     - 1983     GOOD             SCGS
 CK2765
 CK2765                          STATION DESCRIPTION
 CK2765
 CK2765'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2765'14.5 KM (9.0 MI) SW FROM SAINT ANDREWS.
 CK2765'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2765'ISLAND POST OFFICE, THENCE 8.2 KILOMETERS (5.1 MILES) SOUTH ALONG
 CK2765'COUNTY ROAD S-10-54, THENCE 1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG A
 CK2765'SAND ROAD TO A METAL GATE, CONTINUE AHEAD 1.3 KILOMETERS (0.8 MILE)
 CK2765'NORTHEAST ALONG SAND ROAD TO A TEE INTERSECTION, THENCE 0.2 KILOMETER
 CK2765'(0.1 MILE) SOUTH ALONG A SAND DRIVE LEADING TO A SMALL TWO-STORY
 CK2765'HOUSE, SET NEAR A 24-INCH LONE PINE TREE ON THE SOUTH SIDE OF A WIRE
 CK2765'FENCE, 69.0 METERS (226.5 FEET) WEST OF 866 6283 G TIDAL, 26.0 METERS
 CK2765'(85.4 FEET) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 6.6 METERS
 CK2765'(21.5 FEET) WEST-SOUTHWEST OF A WOODEN FENCE POST THAT HAS A METAL
 CK2765'GATE ATTACHED, 10.1 METERS (33.8 FEET) NORTH OF A POWER POLE THAT
 CK2765'SERVICES THE HOUSE, 2.2 METERS (7.3 FEET) EAST-NORTHEAST OF THE
 CK2765'24-INCH LONE PINE TREE.
 CK2765'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2764 ***********************************************************************
 CK2764  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2764  DESIGNATION -  866 6283 TIDAL 1
 CK2764  PID         -  CK2764
 CK2764  STATE/COUNTY-  SC/CHARLESTON
 CK2764  USGS QUAD   -  LEGAREVILLE (1971)
 CK2764
 CK2764                         *CURRENT SURVEY CONTROL
 CK2764  ___________________________________________________________________
 CK2764* NAD 83(1986)-  32 40 46.     (N)    080 00 26.     (W)     SCALED    
 CK2764* NAVD 88     -         3.072  (meters)      10.08   (feet)  ADJUSTED  
 CK2764  ___________________________________________________________________
 CK2764  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CK2764  DYNAMIC HT  -           3.069 (meters)      10.07  (feet)  COMP
 CK2764  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CK2764
 CK2764  VERT ORDER  -  FIRST     CLASS II
 CK2764
 CK2764.The horizontal coordinates were scaled from a topographic map and have
 CK2764.an estimated accuracy of +/- 6 seconds.
 CK2764
 CK2764.The orthometric height was determined by differential leveling
 CK2764.and adjusted by the National Geodetic Survey in June 1991..
 CK2764
 CK2764.This Tidal Bench Mark is designated as VM 4297
 CK2764.by the Center for Operational Oceanographic Products and Services.
 CK2764
 CK2764.The geoid height was determined by GEOID03.
 CK2764
 CK2764.The dynamic height is computed by dividing the NAVD 88
 CK2764.geopotential number by the normal gravity value computed on the
 CK2764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2764.degrees latitude (g = 980.6199 gals.).
 CK2764
 CK2764.The modeled gravity was interpolated from observed gravity values.
 CK2764
 CK2764;                    North         East    Units  Estimated Accuracy
 CK2764;SPC SC       -    94,280.      702,710.      MT  (+/- 180 meters Scaled)
 CK2764
 CK2764                          SUPERSEDED SURVEY CONTROL
 CK2764
 CK2764  NGVD 29 (03/21/89)    3.370  (m)           11.06   (f) ADJUSTED    1 2
 CK2764
 CK2764.Superseded values are not recommended for survey control.
 CK2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2764.See file dsdata.txt to determine how the superseded data were derived.
 CK2764
 CK2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS930161(NAD 83)
 CK2764_MARKER: DJ = TIDAL STATION DISK
 CK2764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2764_SP_SET: CONCRETE POST
 CK2764_STAMPING: NO 1 1934
 CK2764_MARK LOGO: CGS   
 CK2764_PROJECTION: PROJECTING 25 CENTIMETERS
 CK2764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2764+STABILITY: SURFACE MOTION
 CK2764
 CK2764  HISTORY     - Date     Condition        Report By
 CK2764  HISTORY     - 1934     MONUMENTED       CGS
 CK2764  HISTORY     - 1983     GOOD             SCGS
 CK2764
 CK2764                          STATION DESCRIPTION
 CK2764
 CK2764'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2764'14.5 KM (9.0 MI) SW FROM SAINT ANDREWS.
 CK2764'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2764'ISLAND POST OFFICE, THENCE 8.2 KILOMETERS (5.1 MILES) SOUTH ALONG
 CK2764'COUNTY ROAD S-10-54, THENCE 1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG A
 CK2764'SAND ROAD TO A METAL GATE, CONTINUE AHEAD 1.3 KILOMETERS (0.8 MILE)
 CK2764'NORTHEAST ALONG SAND ROAD TO A TEE INTERSECTION, SET IN A FENCED IN
 CK2764'PASTURE ALONG THE EDGE OF THE RIVER BANK, 3.0 METERS (10.0 FEET) WEST
 CK2764'OF THE EDGE OF THE RIVER BANK, 33.0 METERS (108.5 FEET) SOUTH OF A
 CK2764'BARBED WIRE FENCE RUNNING EAST AND WEST IN THE FRONT YARD OF A LARGE
 CK2764'TWO-STORY HOUSE, 49.7 METERS (163.3 FEET) SOUTHEAST OF 866 6283 TIDAL
 CK2764'3, 40.0 METERS (131.3 FEET) EAST-SOUTHEAST OF 866 6283 TIDAL 5.
 CK2764'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2763 ***********************************************************************
 CK2763  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2763  DESIGNATION -  866 6283 TIDAL 3
 CK2763  PID         -  CK2763
 CK2763  STATE/COUNTY-  SC/CHARLESTON
 CK2763  USGS QUAD   -  LEGAREVILLE (1971)
 CK2763
 CK2763                         *CURRENT SURVEY CONTROL
 CK2763  ___________________________________________________________________
 CK2763* NAD 83(1986)-  32 40 46.     (N)    080 00 26.     (W)     SCALED    
 CK2763* NAVD 88     -         3.794  (meters)      12.45   (feet)  ADJUSTED  
 CK2763  ___________________________________________________________________
 CK2763  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CK2763  DYNAMIC HT  -           3.790 (meters)      12.43  (feet)  COMP
 CK2763  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CK2763
 CK2763  VERT ORDER  -  FIRST     CLASS II
 CK2763
 CK2763.The horizontal coordinates were scaled from a topographic map and have
 CK2763.an estimated accuracy of +/- 6 seconds.
 CK2763
 CK2763.The orthometric height was determined by differential leveling
 CK2763.and adjusted by the National Geodetic Survey in June 1991..
 CK2763
 CK2763.This Tidal Bench Mark is designated as VM 4298
 CK2763.by the Center for Operational Oceanographic Products and Services.
 CK2763
 CK2763.The geoid height was determined by GEOID03.
 CK2763
 CK2763.The dynamic height is computed by dividing the NAVD 88
 CK2763.geopotential number by the normal gravity value computed on the
 CK2763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2763.degrees latitude (g = 980.6199 gals.).
 CK2763
 CK2763.The modeled gravity was interpolated from observed gravity values.
 CK2763
 CK2763;                    North         East    Units  Estimated Accuracy
 CK2763;SPC SC       -    94,280.      702,710.      MT  (+/- 180 meters Scaled)
 CK2763
 CK2763                          SUPERSEDED SURVEY CONTROL
 CK2763
 CK2763  NGVD 29 (03/21/89)    4.092  (m)           13.43   (f) ADJUSTED    1 2
 CK2763
 CK2763.Superseded values are not recommended for survey control.
 CK2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2763.See file dsdata.txt to determine how the superseded data were derived.
 CK2763
 CK2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS930161(NAD 83)
 CK2763_MARKER: DJ = TIDAL STATION DISK
 CK2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2763_SP_SET: CONCRETE POST
 CK2763_STAMPING: NO 3 1934
 CK2763_MARK LOGO: CGS   
 CK2763_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2763+STABILITY: SURFACE MOTION
 CK2763
 CK2763  HISTORY     - Date     Condition        Report By
 CK2763  HISTORY     - 1934     MONUMENTED       CGS
 CK2763  HISTORY     - 1983     GOOD             SCGS
 CK2763
 CK2763                          STATION DESCRIPTION
 CK2763
 CK2763'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2763'14.5 KM (9.0 MI) SW FROM SAINT ANDREWS.
 CK2763'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2763'ISLAND POST OFFICE, THENCE 8.2 KILOMETERS (5.1 MILES) SOUTH ALONG
 CK2763'COUNTY ROAD S-10-54, THENCE 1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG A
 CK2763'SAND ROAD TO A METAL GATE, CONTINUE AHEAD 1.3 KILOMETERS (0.8 MILE)
 CK2763'NORTHEAST ALONG SAND ROAD TO A TEE INTERSECTION, SET IN A FENCED IN
 CK2763'PASTURE, EAST OF SAND DRIVE LEADING TO A LARGE TWO-STORY WOOD HOUSE,
 CK2763'16.4 METERS (54.0 FEET) EAST OF THE APPROXIMATE CENTER OF SAND DRIVE
 CK2763'LEADING TO THE HOUSE, 38.1 METERS (125.0 FEET) WEST OF A 15-FOOT HIGH
 CK2763'RIVER BANK, 49.7 METERS (163.3 FEET) NORTHWEST OF 866 6283 TIDAL 1,
 CK2763'52.4 METERS (172.3 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 CK2763'THE TWO-STORY WOOD HOUSE.
 CK2763'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2762 ***********************************************************************
 CK2762  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2762  DESIGNATION -  866 6283 TIDAL 4
 CK2762  PID         -  CK2762
 CK2762  STATE/COUNTY-  SC/CHARLESTON
 CK2762  USGS QUAD   -  LEGAREVILLE (1971)
 CK2762
 CK2762                         *CURRENT SURVEY CONTROL
 CK2762  ___________________________________________________________________
 CK2762* NAD 83(1986)-  32 40 46.     (N)    080 00 26.     (W)     SCALED    
 CK2762* NAVD 88     -         3.624  (meters)      11.89   (feet)  ADJUSTED  
 CK2762  ___________________________________________________________________
 CK2762  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CK2762  DYNAMIC HT  -           3.620 (meters)      11.88  (feet)  COMP
 CK2762  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CK2762
 CK2762  VERT ORDER  -  FIRST     CLASS II
 CK2762
 CK2762.The horizontal coordinates were scaled from a topographic map and have
 CK2762.an estimated accuracy of +/- 6 seconds.
 CK2762
 CK2762.The orthometric height was determined by differential leveling
 CK2762.and adjusted by the National Geodetic Survey in June 1991..
 CK2762
 CK2762.This Tidal Bench Mark is designated as VM 4299
 CK2762.by the Center for Operational Oceanographic Products and Services.
 CK2762
 CK2762.The geoid height was determined by GEOID03.
 CK2762
 CK2762.The dynamic height is computed by dividing the NAVD 88
 CK2762.geopotential number by the normal gravity value computed on the
 CK2762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2762.degrees latitude (g = 980.6199 gals.).
 CK2762
 CK2762.The modeled gravity was interpolated from observed gravity values.
 CK2762
 CK2762;                    North         East    Units  Estimated Accuracy
 CK2762;SPC SC       -    94,280.      702,710.      MT  (+/- 180 meters Scaled)
 CK2762
 CK2762                          SUPERSEDED SURVEY CONTROL
 CK2762
 CK2762  NGVD 29 (03/21/89)    3.922  (m)           12.87   (f) ADJUSTED    1 2
 CK2762
 CK2762.Superseded values are not recommended for survey control.
 CK2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2762.See file dsdata.txt to determine how the superseded data were derived.
 CK2762
 CK2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS930161(NAD 83)
 CK2762_MARKER: DJ = TIDAL STATION DISK
 CK2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2762_SP_SET: CONCRETE POST
 CK2762_STAMPING: NO 4 1974
 CK2762_MARK LOGO: NOS   
 CK2762_PROJECTION: FLUSH
 CK2762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2762+STABILITY: SURFACE MOTION
 CK2762
 CK2762  HISTORY     - Date     Condition        Report By
 CK2762  HISTORY     - 1974     MONUMENTED       NOS
 CK2762  HISTORY     - 1983     GOOD             SCGS
 CK2762
 CK2762                          STATION DESCRIPTION
 CK2762
 CK2762'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2762'14.5 KM (9.0 MI) SW FROM SAINT ANDREWS.
 CK2762'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2762'ISLAND POST OFFICE, THENCE 8.2 KILOMETERS (5.1 MILES) SOUTH ALONG
 CK2762'COUNTY ROAD S-10-54, THENCE 1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG A
 CK2762'SAND ROAD TO A METAL GATE, CONTINUE AHEAD 1.3 KILOMETERS (0.8 MILE)
 CK2762'NORTHEAST ALONG SAND ROAD TO A TEE INTERSECTION, SET BETWEEN A SAND
 CK2762'ROAD LEADING TO A BARN AND A SAND ROAD LEADING TO A LARGE TWO-STORY
 CK2762'HOUSE, 21.8 METERS (71.5 FEET) NORTH-NORTHEAST OF 866 6283 TIDAL 5,
 CK2762'9.0 METERS (29.5 FEET) EAST OF THE APPROXIMATE CENTER OF THE SAND ROAD
 CK2762'LEADING TO THE BARN, 27.1 METERS (89.0 FEET) WEST-NORTHWEST OF 866
 CK2762'6283 TIDAL 3, 13.7 METERS (44.8 FEET) WEST OF THE APPROXIMATE CENTER
 CK2762'OF THE SAND DRIVE LEADING TO THE LARGE TWO-STORY HOUSE, 0.3 METER (1.0
 CK2762'FOOT) SOUTH OF A WIRE FENCE.
 CK2762'THE MARK IS 0.30 M ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2760 ***********************************************************************
 CK2760  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2760  DESIGNATION -  866 6283 TIDAL 5
 CK2760  PID         -  CK2760
 CK2760  STATE/COUNTY-  SC/CHARLESTON
 CK2760  USGS QUAD   -  LEGAREVILLE (1971)
 CK2760
 CK2760                         *CURRENT SURVEY CONTROL
 CK2760  ___________________________________________________________________
 CK2760* NAD 83(1986)-  32 40 46.     (N)    080 00 26.     (W)     SCALED    
 CK2760* NAVD 88     -         3.739  (meters)      12.27   (feet)  ADJUSTED  
 CK2760  ___________________________________________________________________
 CK2760  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CK2760  DYNAMIC HT  -           3.735 (meters)      12.25  (feet)  COMP
 CK2760  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CK2760
 CK2760  VERT ORDER  -  FIRST     CLASS II
 CK2760
 CK2760.The horizontal coordinates were scaled from a topographic map and have
 CK2760.an estimated accuracy of +/- 6 seconds.
 CK2760
 CK2760.The orthometric height was determined by differential leveling
 CK2760.and adjusted by the National Geodetic Survey in June 1991..
 CK2760
 CK2760.This Tidal Bench Mark is designated as VM 4300
 CK2760.by the Center for Operational Oceanographic Products and Services.
 CK2760
 CK2760.The geoid height was determined by GEOID03.
 CK2760
 CK2760.The dynamic height is computed by dividing the NAVD 88
 CK2760.geopotential number by the normal gravity value computed on the
 CK2760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2760.degrees latitude (g = 980.6199 gals.).
 CK2760
 CK2760.The modeled gravity was interpolated from observed gravity values.
 CK2760
 CK2760;                    North         East    Units  Estimated Accuracy
 CK2760;SPC SC       -    94,280.      702,710.      MT  (+/- 180 meters Scaled)
 CK2760
 CK2760                          SUPERSEDED SURVEY CONTROL
 CK2760
 CK2760  NGVD 29 (03/21/89)    4.037  (m)           13.24   (f) ADJUSTED    1 2
 CK2760
 CK2760.Superseded values are not recommended for survey control.
 CK2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2760.See file dsdata.txt to determine how the superseded data were derived.
 CK2760
 CK2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS930161(NAD 83)
 CK2760_MARKER: DJ = TIDAL STATION DISK
 CK2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2760_SP_SET: CONCRETE POST
 CK2760_STAMPING: NO 5 1974
 CK2760_MARK LOGO: NOS   
 CK2760_PROJECTION: FLUSH
 CK2760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2760+STABILITY: SURFACE MOTION
 CK2760
 CK2760  HISTORY     - Date     Condition        Report By
 CK2760  HISTORY     - 1974     MONUMENTED       NOS
 CK2760  HISTORY     - 1983     GOOD             SCGS
 CK2760
 CK2760                          STATION DESCRIPTION
 CK2760
 CK2760'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2760'14.5 KM (9.0 MI) SW FROM SAINT ANDREWS.
 CK2760'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2760'ISLAND POST OFFICE, THENCE 8.2 KILOMETERS (5.1 MILES) SOUTH ALONG
 CK2760'COUNTY ROAD S-10-54, THENCE 1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG A
 CK2760'SAND ROAD TO A METAL GATE, CONTINUE AHEAD 1.3 KILOMETERS (0.8 MILE)
 CK2760'NORTHEAST ALONG SAND ROAD TO A TEE INTERSECTION, SET AT A FENCE
 CK2760'CORNER, 33.8 METERS (111.0 FEET) WEST-SOUTHWEST OF 866 6283 TIDAL 3,
 CK2760'8.2 METERS (27.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF A SAND DRIVE
 CK2760'LEADING TO A LARGE TWO-STORY HOUSE, 42.9 METERS (140.9 FEET) EAST OF A
 CK2760'POWER POLE WITH A TELEPHONE JUNCTION BOX CONNECTED TO IT, 3.5 METERS
 CK2760'(11.9 FEET) SOUTH-SOUTHWEST OF THE FENCE CORNER, 0.5 METER (1.7 FEET)
 CK2760'WEST OF THE WIRE FENCE.
 CK2760'THE MARK IS 0.60 M ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2761 ***********************************************************************
 CK2761  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2761  DESIGNATION -  866 6283 TIDAL 6
 CK2761  PID         -  CK2761
 CK2761  STATE/COUNTY-  SC/CHARLESTON
 CK2761  USGS QUAD   -  LEGAREVILLE (1971)
 CK2761
 CK2761                         *CURRENT SURVEY CONTROL
 CK2761  ___________________________________________________________________
 CK2761* NAD 83(1986)-  32 40 46.     (N)    080 00 26.     (W)     SCALED    
 CK2761* NAVD 88     -         3.826  (meters)      12.55   (feet)  ADJUSTED  
 CK2761  ___________________________________________________________________
 CK2761  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 CK2761  DYNAMIC HT  -           3.822 (meters)      12.54  (feet)  COMP
 CK2761  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CK2761
 CK2761  VERT ORDER  -  FIRST     CLASS II
 CK2761
 CK2761.The horizontal coordinates were scaled from a topographic map and have
 CK2761.an estimated accuracy of +/- 6 seconds.
 CK2761
 CK2761.The orthometric height was determined by differential leveling
 CK2761.and adjusted by the National Geodetic Survey in June 1991..
 CK2761
 CK2761.This Tidal Bench Mark is designated as VM 4301
 CK2761.by the Center for Operational Oceanographic Products and Services.
 CK2761
 CK2761.The geoid height was determined by GEOID03.
 CK2761
 CK2761.The dynamic height is computed by dividing the NAVD 88
 CK2761.geopotential number by the normal gravity value computed on the
 CK2761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2761.degrees latitude (g = 980.6199 gals.).
 CK2761
 CK2761.The modeled gravity was interpolated from observed gravity values.
 CK2761
 CK2761;                    North         East    Units  Estimated Accuracy
 CK2761;SPC SC       -    94,280.      702,710.      MT  (+/- 180 meters Scaled)
 CK2761
 CK2761                          SUPERSEDED SURVEY CONTROL
 CK2761
 CK2761  NGVD 29 (03/21/89)    4.124  (m)           13.53   (f) ADJUSTED    1 2
 CK2761
 CK2761.Superseded values are not recommended for survey control.
 CK2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2761.See file dsdata.txt to determine how the superseded data were derived.
 CK2761
 CK2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS930161(NAD 83)
 CK2761_MARKER: DJ = TIDAL STATION DISK
 CK2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2761_SP_SET: CONCRETE POST
 CK2761_STAMPING: NO 6 1974
 CK2761_MARK LOGO: NOS   
 CK2761_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2761+STABILITY: SURFACE MOTION
 CK2761
 CK2761  HISTORY     - Date     Condition        Report By
 CK2761  HISTORY     - 1974     MONUMENTED       NOS
 CK2761  HISTORY     - 1983     GOOD             SCGS
 CK2761
 CK2761                          STATION DESCRIPTION
 CK2761
 CK2761'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2761'14.5 KM (9.0 MI) SW FROM SAINT ANDREWS.
 CK2761'0.2 KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 700 FROM THE JOHNS
 CK2761'ISLAND POST OFFICE, THENCE 8.2 KILOMETERS (5.1 MILES) SOUTH ALONG
 CK2761'COUNTY ROAD S-10-54, THENCE 1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG A
 CK2761'SAND ROAD TO A METAL GATE, CONTINUE AHEAD 1.3 KILOMETERS (0.8 MILE)
 CK2761'NORTHEAST ALONG SAND ROAD TO A TEE INTERSECTION, SET NEAR A FENCE
 CK2761'CORNER IN THE NORTHWEST ANGLE OF THE INTERSECTION OF THE MAIN SAND
 CK2761'ROAD AND A SAND ROAD LEADING TO A BARN, 28.7 METERS (94.0 FEET)
 CK2761'EAST-NORTHEAST OF A POWER POLE WITH A TELEPHONE JUNCTION BOX ATTACHED,
 CK2761'20.7 METERS (68.0 FEET) NORTHWEST OF 866 6283 TIDAL 5, 7.2 METERS
 CK2761'(23.5 FEET) NORTH OF THE APPROXIMATE CENTER OF THE MAIN SAND ROAD,
 CK2761'8.8 METERS (29.0 FEET) WEST OF THE APPROXIMATE CENTER OF THE SAND ROAD
 CK2761'LEADING TO THE BARN, 0.3 METER (1.0 FOOT) EAST OF THE FENCE CORNER.
 CK2761'THE MARK IS 0.30 M ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2949 ***********************************************************************
 CK2949  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2949  DESIGNATION -  866 6359 F TIDAL
 CK2949  PID         -  CK2949
 CK2949  STATE/COUNTY-  SC/COLLETON
 CK2949  USGS QUAD   -  WHITE HALL (1988)
 CK2949
 CK2949                         *CURRENT SURVEY CONTROL
 CK2949  ___________________________________________________________________
 CK2949* NAD 83(1986)-  32 41 04.     (N)    080 43 59.     (W)     SCALED    
 CK2949* NAVD 88     -         5.237  (meters)      17.18   (feet)  ADJUSTED  
 CK2949  ___________________________________________________________________
 CK2949  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2949  DYNAMIC HT  -           5.232 (meters)      17.17  (feet)  COMP
 CK2949  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CK2949
 CK2949  VERT ORDER  -  FIRST     CLASS II
 CK2949
 CK2949.The horizontal coordinates were scaled from a topographic map and have
 CK2949.an estimated accuracy of +/- 6 seconds.
 CK2949
 CK2949.The orthometric height was determined by differential leveling
 CK2949.and adjusted by the National Geodetic Survey in June 1991..
 CK2949
 CK2949.This Tidal Bench Mark is designated as VM 10591
 CK2949.by the Center for Operational Oceanographic Products and Services.
 CK2949
 CK2949.The geoid height was determined by GEOID03.
 CK2949
 CK2949.The dynamic height is computed by dividing the NAVD 88
 CK2949.geopotential number by the normal gravity value computed on the
 CK2949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2949.degrees latitude (g = 980.6199 gals.).
 CK2949
 CK2949.The modeled gravity was interpolated from observed gravity values.
 CK2949
 CK2949;                    North         East    Units  Estimated Accuracy
 CK2949;SPC SC       -    94,420.      634,630.      MT  (+/- 180 meters Scaled)
 CK2949
 CK2949                          SUPERSEDED SURVEY CONTROL
 CK2949
 CK2949  NGVD 29 (03/21/89)    5.514  (m)           18.09   (f) ADJUSTED    1 2
 CK2949
 CK2949.Superseded values are not recommended for survey control.
 CK2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2949.See file dsdata.txt to determine how the superseded data were derived.
 CK2949
 CK2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS250163(NAD 83)
 CK2949_MARKER: DJ = TIDAL STATION DISK
 CK2949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2949_SP_SET: CONCRETE POST
 CK2949_STAMPING: 6359 F 1981
 CK2949_MARK LOGO: NOS   
 CK2949_PROJECTION: RECESSED 5 CENTIMETERS
 CK2949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2949+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 CK2949
 CK2949  HISTORY     - Date     Condition        Report By
 CK2949  HISTORY     - 1981     MONUMENTED       NOS
 CK2949  HISTORY     - 1983     GOOD             SCGS
 CK2949  HISTORY     - 20050819 GOOD             SCGS
 CK2949
 CK2949                          STATION DESCRIPTION
 CK2949
 CK2949'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2949'10.9 KM (6.8 MI) WEST FROM GREEN POND.
 CK2949'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2949'POST OFFICE IN GREEN POND, THENCE 4.25 KILOMETERS (2.65 MILES)
 CK2949'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.4 MILES)
 CK2949'NORTH ALONG COUNTY ROAD S-15-119, THENCE 5.7 KILOMETERS (3.55 MILES)
 CK2949'WEST ALONG COUNTY ROAD S-15-66 TO THE ENTRANCE TO THE BLUFF
 CK2949'PLANTATION, THENCE 0.5 KILOMETER (0.3 MILE) SOUTH ALONG A SAND ROAD
 CK2949'(EAST ENTRY AVENUE) TO THE HORSE STABLES AND TENNIS COURTS, SET BY THE
 CK2949'NORTHEAST CORNER OF THE BRICK WALL OF THE GRAVE SITE OF NATHANIEL
 CK2949'HEYWARD, 26.5 METERS (87.0 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST
 CK2949'CORNER OF THE FENCE AROUND THE TENNIS COURTS, 22.1 METERS (72.6 FEET)
 CK2949'NORTH-NORTHEAST OF THE APPROXIMATE EDGE OF THE RIVER BANK, 0.5 METER
 CK2949'(1.5 FEET) SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK WALL AROUND
 CK2949'THE GRAVE.
 CK2949'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2949
 CK2949                          STATION RECOVERY (2005)
 CK2949
 CK2949'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2949'STATION IS LOCATED 6.7 MI (10.78 KM) EAST OF YEMASSEE, 15.8 MI (25.43
 CK2949'KM) SOUTH SOUTHWEST OF WALTERBORO.  OWNERSHIP--ROBERT H.  HOOD, 3547
 CK2949'COMBAHEE ROAD, YEMASSEE, SC 29945, C/O COREY MASON. TO REACH THE
 CK2949'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE
 CK2949'(HENDERSONVILLE HIGHWAY) AND 21 (LOW COUNTRY HIGHWAY), 3.4 MI (5.47
 CK2949'KM) EAST NORTHEAST OF YEMASSEE, GO EAST NORTHEAST ON HIGHWAY 17
 CK2949'ALTERNATE FOR 3.6 MI (5.79 KM) TO THE JUNCTION OF STATE ROAD 66
 CK2949'(COMBAHEE ROAD), TURN RIGHT ON ROAD 66 FOR 5.6 MI (9.01 KM) TO THE
 CK2949'JUNCTION OF AN ENTRANCE ROAD RIGHT TO BLUFF PLANTATION, AFTER GAINING
 CK2949'PERMISSION, TURN RIGHT ON THE ENTRANCE ROAD FOR 0.25 MI (0.4 KM) TO A
 CK2949'Y-JUNCTION, BEAR LEFT ON THE SAND ROAD FOR 0.05 MI (0.08 KM) TO A PATH
 CK2949'RIGHT BETWEEN A WOODEN HOUSE AND A CONCRETE BLOCK STORAGE BUILDING,
 CK2949'TURN RIGHT ON THE GRASSY PATH FOR 0.05 MI (0.08 KM) TO THE STATION
 CK2949'NEAR THE EAST CORNER OF A GRAVESITE BEHIND A TENNIS COURT. STATION IS
 CK2949'A CONCRETE POST RECESSED 0.2 FOOT, 1.8 FT (0.5 M) SOUTHEAST OF THE
 CK2949'EAST CORNER OF THE BRICK WALL AROUND THE GRAVESITE, 87.0 FT (26.5 M)
 CK2949'SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE AROUND
 CK2949'THE TENNIS COURTS, 19.3 FT (5.9 M) WEST OF A 3.0-FOOT LIVE OAK TREE.
 CK2949'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2948 ***********************************************************************
 CK2948  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2948  DESIGNATION -  866 6359 TIDAL BP 2
 CK2948  PID         -  CK2948
 CK2948  STATE/COUNTY-  SC/COLLETON
 CK2948  USGS QUAD   -  WHITE HALL (1988)
 CK2948
 CK2948                         *CURRENT SURVEY CONTROL
 CK2948  ___________________________________________________________________
 CK2948* NAD 83(1986)-  32 41 05.     (N)    080 43 59.     (W)     SCALED    
 CK2948* NAVD 88     -         5.073  (meters)      16.64   (feet)  ADJUSTED  
 CK2948  ___________________________________________________________________
 CK2948  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2948  DYNAMIC HT  -           5.067 (meters)      16.62  (feet)  COMP
 CK2948  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CK2948
 CK2948  VERT ORDER  -  FIRST     CLASS II
 CK2948
 CK2948.The horizontal coordinates were scaled from a topographic map and have
 CK2948.an estimated accuracy of +/- 6 seconds.
 CK2948
 CK2948.The orthometric height was determined by differential leveling
 CK2948.and adjusted by the National Geodetic Survey in June 1991..
 CK2948
 CK2948.This Tidal Bench Mark is designated as VM 10587
 CK2948.by the Center for Operational Oceanographic Products and Services.
 CK2948
 CK2948.The geoid height was determined by GEOID03.
 CK2948
 CK2948.The dynamic height is computed by dividing the NAVD 88
 CK2948.geopotential number by the normal gravity value computed on the
 CK2948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2948.degrees latitude (g = 980.6199 gals.).
 CK2948
 CK2948.The modeled gravity was interpolated from observed gravity values.
 CK2948
 CK2948;                    North         East    Units  Estimated Accuracy
 CK2948;SPC SC       -    94,450.      634,630.      MT  (+/- 180 meters Scaled)
 CK2948
 CK2948                          SUPERSEDED SURVEY CONTROL
 CK2948
 CK2948  NGVD 29 (03/21/89)    5.349  (m)           17.55   (f) ADJUSTED    1 2
 CK2948
 CK2948.Superseded values are not recommended for survey control.
 CK2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2948.See file dsdata.txt to determine how the superseded data were derived.
 CK2948
 CK2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS250163(NAD 83)
 CK2948_MARKER: DJ = TIDAL STATION DISK
 CK2948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2948_SP_SET: STAINLESS STEEL ROD
 CK2948_STAMPING: B. P. NO. 2 1975
 CK2948_MARK LOGO: NOS   
 CK2948_PROJECTION: RECESSED 8 CENTIMETERS
 CK2948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2948+STABILITY: POSITION/ELEVATION WELL
 CK2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2948+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 CK2948_ROD/PIPE-DEPTH: 12.2 meters
 CK2948
 CK2948  HISTORY     - Date     Condition        Report By
 CK2948  HISTORY     - 1975     MONUMENTED       NOS
 CK2948  HISTORY     - 1983     GOOD             SCGS
 CK2948  HISTORY     - 20050919 GOOD             SCGS
 CK2948
 CK2948                          STATION DESCRIPTION
 CK2948
 CK2948'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2948'10.9 KM (6.8 MI) WEST FROM GREEN POND.
 CK2948'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2948'POST OFFICE IN GREEN POND, THENCE 4.25 KILOMETERS (2.65 MILES)
 CK2948'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.4 MILES)
 CK2948'NORTH ALONG COUNTY ROAD S-15-119, THENCE 5.7 KILOMETERS (3.55 MILES)
 CK2948'WEST ALONG COUNTY ROAD S-15-66 TO THE ENTRANCE TO BLUFF PLANTATION,
 CK2948'THENCE 0.5 KILOMETER (0.3 MILE) SOUTH ALONG A SAND ROAD (EAST ENTRY
 CK2948'AVENUE), SET NEAR A LONE PINE TREE AT A Y-INTERSECTION, 2.6 METERS
 CK2948'(8.8 FEET) WEST OF A 30-INCH PINE TREE, 30.5 METERS (100.5 FEET)
 CK2948'NORTH-NORTHEAST NORTHEAST OF A LONE 60-INCH MAGNOLIA TREE, 49.3 METERS
 CK2948'(162.0 FEET) SOUTH-SOUTHEAST OF A 80-INCH LIVE OAK TREE WITH CONCRETE
 CK2948'PATCHWORK ON THE SOUTHEAST FACE OF THE TREE, 33.5 METERS (110.0 FEET)
 CK2948'SOUTHEAST OF THE APPROXIMATE CENTER OF THE CIRCLE DRIVE.
 CK2948'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2948
 CK2948                          STATION RECOVERY (2005)
 CK2948
 CK2948'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2948'STATION IS LOCATED 6.7 MI (10.78 KM) EAST OF YEMASSEE, 15.8 MI (25.43
 CK2948'KM) SOUTH SOUTHWEST OF WALTERBORO.  OWNERSHIP--ROBERT H.  HOOD, 3547
 CK2948'COMBAHEE ROAD, YEMASSEE, SC 29945, C/O COREY MASON. TO REACH THE
 CK2948'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE
 CK2948'(HENDERSONVILLE HIGHWAY) AND 21 (LOW COUNTRY HIGHWAY), 3.4 MI (5.47
 CK2948'KM) EAST NORTHEAST OF YEMASSEE, GO EAST NORTHEAST ON HIGHWAY 17
 CK2948'ALTERNATE FOR 3.6 MI (5.79 KM) TO THE JUNCTION OF STATE ROAD 66
 CK2948'(COMBAHEE ROAD), TURN RIGHT ON ROAD 66 FOR 5.6 MI (9.01 KM) TO THE
 CK2948'JUNCTION OF AN ENTRANCE ROAD RIGHT TO BLUFF PLANTATION, AFTER GAINING
 CK2948'PERMISSION, TURN RIGHT ON THE ENTRANCE ROAD FOR 0.25 MI (0.4 KM) TO A
 CK2948'Y-JUNCTION, BEAR RIGHT ON THE SAND ROAD FOR 0.05 MI (0.08 KM) TO THE
 CK2948'STATION ON THE LEFT NEAR A LARGE PINE TREE. STATION IS A DISK ATTACHED
 CK2948'TO A STAINLESS STEEL ROD RECESSED 0.3 FT (0.1 M) AND LEVEL WITH THE
 CK2948'ROAD, 9.0 FT (2.7 M) WEST OF THE LONE 3-FOOT PINE TREE, 163.0 FT (49.7
 CK2948'M) SOUTH SOUTHEAST OF A 6.0-FOOT LIVE OAK TREE WITH CONCRETE PATCHWORK
 CK2948'ON THE SOUTHEAST FACE, 44.4 FT (13.5 M) SOUTH SOUTHEAST OF THE CENTER
 CK2948'OF THE ROAD, 89.8 FT (27.4 M) EAST OF A 5.0-FOOT LIVE OAK TREE WITH A
 CK2948'SWING ATTACHED. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2947 ***********************************************************************
 CK2947  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2947  DESIGNATION -  866 6359 TIDAL BP 3
 CK2947  PID         -  CK2947
 CK2947  STATE/COUNTY-  SC/COLLETON
 CK2947  USGS QUAD   -  WHITE HALL (1988)
 CK2947
 CK2947                         *CURRENT SURVEY CONTROL
 CK2947  ___________________________________________________________________
 CK2947* NAD 83(1986)-  32 41 11.     (N)    080 43 59.     (W)     SCALED    
 CK2947* NAVD 88     -         3.803  (meters)      12.48   (feet)  ADJUSTED  
 CK2947  ___________________________________________________________________
 CK2947  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2947  DYNAMIC HT  -           3.798 (meters)      12.46  (feet)  COMP
 CK2947  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 CK2947
 CK2947  VERT ORDER  -  FIRST     CLASS II
 CK2947
 CK2947.The horizontal coordinates were scaled from a topographic map and have
 CK2947.an estimated accuracy of +/- 6 seconds.
 CK2947
 CK2947.The orthometric height was determined by differential leveling
 CK2947.and adjusted by the National Geodetic Survey in June 1991..
 CK2947
 CK2947.This Tidal Bench Mark is designated as VM 10588
 CK2947.by the Center for Operational Oceanographic Products and Services.
 CK2947
 CK2947.The geoid height was determined by GEOID03.
 CK2947
 CK2947.The dynamic height is computed by dividing the NAVD 88
 CK2947.geopotential number by the normal gravity value computed on the
 CK2947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2947.degrees latitude (g = 980.6199 gals.).
 CK2947
 CK2947.The modeled gravity was interpolated from observed gravity values.
 CK2947
 CK2947;                    North         East    Units  Estimated Accuracy
 CK2947;SPC SC       -    94,640.      634,630.      MT  (+/- 180 meters Scaled)
 CK2947
 CK2947                          SUPERSEDED SURVEY CONTROL
 CK2947
 CK2947  NGVD 29 (03/21/89)    4.079  (m)           13.38   (f) ADJUSTED    1 2
 CK2947
 CK2947.Superseded values are not recommended for survey control.
 CK2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2947.See file dsdata.txt to determine how the superseded data were derived.
 CK2947
 CK2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS250165(NAD 83)
 CK2947_MARKER: DJ = TIDAL STATION DISK
 CK2947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2947_SP_SET: STAINLESS STEEL ROD
 CK2947_STAMPING: B.P. NO. 3 1975
 CK2947_MARK LOGO: NOS   
 CK2947_PROJECTION: RECESSED 8 CENTIMETERS
 CK2947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2947+STABILITY: POSITION/ELEVATION WELL
 CK2947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2947+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 CK2947_ROD/PIPE-DEPTH: 9.80 meters
 CK2947
 CK2947  HISTORY     - Date     Condition        Report By
 CK2947  HISTORY     - 1975     MONUMENTED       NOS
 CK2947  HISTORY     - 1983     GOOD             SCGS
 CK2947  HISTORY     - 20050818 GOOD             SCGS
 CK2947
 CK2947                          STATION DESCRIPTION
 CK2947
 CK2947'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2947'10.9 KM (6.8 MI) WEST FROM GREEN POND.
 CK2947'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2947'POST OFFICE IN GREEN POND, THENCE 4.25 KILOMETERS (2.65 MILES)
 CK2947'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.4 MILES)
 CK2947'NORTH ALONG COUNTY ROAD S-15-119, THENCE 5.7 KILOMETERS (3.55 MILES)
 CK2947'WEST ALONG COUNTY ROAD S-15-66 TO THE ENTRANCE TO BLUFF PLANTATION,
 CK2947'THENCE 0.3 KILOMETER (0.2 MILE) SOUTH ALONG A SAND ROAD (EAST ENTRY
 CK2947'AVENUE), SET NEAR A 50-INCH OAK TREE JUST PAST A SMALL DITCH,
 CK2947'46.0 METERS (151.0 FEET) WEST OF A 4-FOOT HIGH WOODEN FENCE,
 CK2947'18.9 METERS (62.2 FEET) SOUTH OF THE EASTERN MOST CONCRETE POST
 CK2947'MARKING THE DITCH, 4.1 METERS (13.7 FEET) NORTH OF THE 50-INCH OAK
 CK2947'TREE, 3.2 METERS (10.8 FEET) EAST OF THE APPROXIMATE CENTER OF EAST
 CK2947'ENTRY AVENUE.
 CK2947'THE MARK IS ABOVE LEVEL WITH EAST ENTRY AVENUE.
 CK2947
 CK2947                          STATION RECOVERY (2005)
 CK2947
 CK2947'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2947'STATION IS LOCATED 6.7 MI (10.78 KM) EAST OF YEMASSEE, 15.7 MI (25.27
 CK2947'KM) SOUTH SOUTHWEST OF WALTERBORO.  OWNERSHIP--ROBERT H.  HOOD, 3547
 CK2947'COMBAHEE ROAD, YEMASSEE, SC 29945, C/O COREY MASON. TO REACH THE
 CK2947'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE
 CK2947'(HENDERSONVILLE HIGHWAY) AND 21 (LOW COUNTRY HIGHWAY), 3.4 MI (5.47
 CK2947'KM) EAST NORTHEAST OF YEMASSEE, GO EAST NORTHEAST ON HIGHWAY 17
 CK2947'ALTERNATE FOR 3.6 MI (5.79 KM) TO THE JUNCTION OF STATE ROAD 66
 CK2947'(COMBAHEE ROAD), TURN RIGHT ON ROAD 66 FOR 5.6 MI (9.01 KM) TO THE
 CK2947'JUNCTION OF AN ENTRANCE ROAD RIGHT TO BLUFF PLANTATION, AFTER GAINING
 CK2947'PERMISSION, TURN RIGHT ON THE ENTRANCE ROAD FOR 0.25 MI (0.4 KM) TO A
 CK2947'Y-JUNCTION, BEAR LEFT ON THE SAND ROAD FOR 0.2 MI (0.4 KM) TO THE
 CK2947'STATION ON THE LEFT NEAR A LARGE LIVE OAK TREE AND 0.05 MI (0.08 KM)
 CK2947'PAST A DITCH LINE. STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD
 CK2947'RECESSED 0.3 FT (0.1 M) AND 0.5 FT (0.2 M) BELOW THE ROAD, 11.0 FT
 CK2947'(3.4 M) EAST OF THE CENTER OF THE ROAD, 14.3 FT (4.4 M) NORTH OF THE
 CK2947'4.0-FOOT LIVE OAK TREE, 55.5 FT (16.9 M) SOUTH SOUTHWEST OF THE
 CK2947'SOUTHEAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD.
 CK2947'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2946 ***********************************************************************
 CK2946  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2946  DESIGNATION -  866 6359 TIDAL BP 4
 CK2946  PID         -  CK2946
 CK2946  STATE/COUNTY-  SC/COLLETON
 CK2946  USGS QUAD   -  WHITE HALL (1988)
 CK2946
 CK2946                         *CURRENT SURVEY CONTROL
 CK2946  ___________________________________________________________________
 CK2946* NAD 83(1986)-  32 41 13.     (N)    080 43 59.     (W)     SCALED    
 CK2946* NAVD 88     -         3.841  (meters)      12.60   (feet)  ADJUSTED  
 CK2946  ___________________________________________________________________
 CK2946  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2946  DYNAMIC HT  -           3.837 (meters)      12.59  (feet)  COMP
 CK2946  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 CK2946
 CK2946  VERT ORDER  -  FIRST     CLASS II
 CK2946
 CK2946.The horizontal coordinates were scaled from a topographic map and have
 CK2946.an estimated accuracy of +/- 6 seconds.
 CK2946
 CK2946.The orthometric height was determined by differential leveling
 CK2946.and adjusted by the National Geodetic Survey in June 1991..
 CK2946
 CK2946.This Tidal Bench Mark is designated as VM 10589
 CK2946.by the Center for Operational Oceanographic Products and Services.
 CK2946
 CK2946.The geoid height was determined by GEOID03.
 CK2946
 CK2946.The dynamic height is computed by dividing the NAVD 88
 CK2946.geopotential number by the normal gravity value computed on the
 CK2946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2946.degrees latitude (g = 980.6199 gals.).
 CK2946
 CK2946.The modeled gravity was interpolated from observed gravity values.
 CK2946
 CK2946;                    North         East    Units  Estimated Accuracy
 CK2946;SPC SC       -    94,700.      634,630.      MT  (+/- 180 meters Scaled)
 CK2946
 CK2946                          SUPERSEDED SURVEY CONTROL
 CK2946
 CK2946  NGVD 29 (03/21/89)    4.117  (m)           13.51   (f) ADJUSTED    1 2
 CK2946
 CK2946.Superseded values are not recommended for survey control.
 CK2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2946.See file dsdata.txt to determine how the superseded data were derived.
 CK2946
 CK2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS250166(NAD 83)
 CK2946_MARKER: DJ = TIDAL STATION DISK
 CK2946_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2946_SP_SET: STAINLESS STEEL ROD
 CK2946_STAMPING: B.P. NO. 4 1975
 CK2946_MARK LOGO: NOS   
 CK2946_PROJECTION: RECESSED 8 CENTIMETERS
 CK2946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2946+STABILITY: POSITION/ELEVATION WELL
 CK2946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2946+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 CK2946_ROD/PIPE-DEPTH: 14.6 meters
 CK2946
 CK2946  HISTORY     - Date     Condition        Report By
 CK2946  HISTORY     - 1975     MONUMENTED       NOS
 CK2946  HISTORY     - 1983     GOOD             SCGS
 CK2946  HISTORY     - 20050819 GOOD             SCGS
 CK2946
 CK2946                          STATION DESCRIPTION
 CK2946
 CK2946'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2946'10.9 KM (6.8 MI) WEST FROM GREEN POND.
 CK2946'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2946'POST OFFICE IN GREEN POND, THENCE 4.25 KILOMETERS (2.65 MILES)
 CK2946'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 7.1 KILOMETERS (4.4 MILES)
 CK2946'NORTH ALONG COUNTY ROAD S-15-119, THENCE 5.7 KILOMETERS (3.55 MILES)
 CK2946'WEST ALONG COUNTY ROAD S-15-66 TO THE ENTRANCE TO THE BLUFF
 CK2946'PLANTATION, THENCE 0.2 KILOMETER (0.1 MILE) SOUTH ALONG A SAND DRIVE,
 CK2946'(EAST ENTRY AVENUE), SET NEAR A SMALL MARSH POND, 10.1 METERS (33.3
 CK2946'FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF EAST ENTRY AVENUE,
 CK2946'16.6 METERS (54.5 FEET) SOUTH-SOUTHEAST OF A LONE 60-INCH OAK TREE,
 CK2946'4.7 METERS (15.3 FEET) EAST OF A 40-INCH OAK TREE.
 CK2946'THE MARK IS 0.30 M BELOW EAST ENTRY AVENUE.
 CK2946
 CK2946                          STATION RECOVERY (2005)
 CK2946
 CK2946'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2946'STATION IS LOCATED 6.7 MI (10.78 KM) EAST OF YEMASSEE, 15.6 MI (25.11
 CK2946'KM) SOUTH SOUTHWEST OF WALTERBORO.  OWNERSHIP--ROBERT H.  HOOD, 3547
 CK2946'COMBAHEE ROAD, YEMASSEE, SC 29945, C/O COREY MASON. TO REACH THE
 CK2946'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 ALTERNATE
 CK2946'(HENDERSONVILLE HIGHWAY) AND 21 (LOW COUNTRY HIGHWAY), 3.4 MI (5.47
 CK2946'KM) EAST NORTHEAST OF YEMASSEE, GO EAST NORTHEAST ON HIGHWAY 17
 CK2946'ALTERNATE FOR 3.6 MI (5.79 KM) TO THE JUNCTION OF STATE ROAD 66
 CK2946'(COMBAHEE ROAD), TURN RIGHT ON ROAD 66 FOR 5.6 MI (9.01 KM) TO THE
 CK2946'JUNCTION OF AN ENTRANCE ROAD RIGHT TO BLUFF PLANTATION, AFTER GAINING
 CK2946'PERMISSION, TURN RIGHT ON THE ENTRANCE ROAD FOR 0.1 MILE TO THE
 CK2946'STATION ON THE RIGHT NEAR A SMALL POND. STATION IS A CONCRETE POST
 CK2946'RECESSED 0.3 FT (0.1 M) AND LEVEL WITH THE ROAD, 29.3 FT (8.9 M) WEST
 CK2946'NORTHWEST OF THE CENTER OF THE ROAD, 14.8 FT (4.5 M) EAST SOUTHEAST OF
 CK2946'A 3.0-FOOT LIVE OAK TREE, 41.5 FT (12.6 M) EAST NORTHEAST OF A WOOD
 CK2946'DUCK BOX AT THE EDGE OF THE POND. RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2481 ***********************************************************************
 CK2481  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2481  DESIGNATION -  866 6367 D TIDAL
 CK2481  PID         -  CK2481
 CK2481  STATE/COUNTY-  SC/CHARLESTON
 CK2481  USGS QUAD   -  FENWICK (1960)
 CK2481
 CK2481                         *CURRENT SURVEY CONTROL
 CK2481  ___________________________________________________________________
 CK2481* NAD 83(1986)-  32 40 52.     (N)    080 24 54.     (W)     SCALED    
 CK2481* NAVD 88     -         9.116  (meters)      29.91   (feet)  ADJUSTED  
 CK2481  ___________________________________________________________________
 CK2481  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 CK2481  DYNAMIC HT  -           9.106 (meters)      29.88  (feet)  COMP
 CK2481  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 CK2481
 CK2481  VERT ORDER  -  FIRST     CLASS II
 CK2481
 CK2481.The horizontal coordinates were scaled from a topographic map and have
 CK2481.an estimated accuracy of +/- 6 seconds.
 CK2481
 CK2481.The orthometric height was determined by differential leveling
 CK2481.and adjusted by the National Geodetic Survey in June 1991..
 CK2481
 CK2481.This Tidal Bench Mark is designated as VM 4303
 CK2481.by the Center for Operational Oceanographic Products and Services.
 CK2481
 CK2481.The geoid height was determined by GEOID03.
 CK2481
 CK2481.The dynamic height is computed by dividing the NAVD 88
 CK2481.geopotential number by the normal gravity value computed on the
 CK2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2481.degrees latitude (g = 980.6199 gals.).
 CK2481
 CK2481.The modeled gravity was interpolated from observed gravity values.
 CK2481
 CK2481;                    North         East    Units  Estimated Accuracy
 CK2481;SPC SC       -    94,180.      664,460.      MT  (+/- 180 meters Scaled)
 CK2481
 CK2481                          SUPERSEDED SURVEY CONTROL
 CK2481
 CK2481  NGVD 29 (03/21/89)    9.407  (m)           30.86   (f) ADJUSTED    1 2
 CK2481
 CK2481.Superseded values are not recommended for survey control.
 CK2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2481.See file dsdata.txt to determine how the superseded data were derived.
 CK2481
 CK2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS548160(NAD 83)
 CK2481_MARKER: DJ = TIDAL STATION DISK
 CK2481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2481_SP_SET: STAINLESS STEEL ROD
 CK2481_STAMPING: 6367 D 1977
 CK2481_MARK LOGO: NOS   
 CK2481_PROJECTION: FLUSH
 CK2481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2481+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2481_ROD/PIPE-DEPTH: 6.10 meters
 CK2481
 CK2481  HISTORY     - Date     Condition        Report By
 CK2481  HISTORY     - 1977     MONUMENTED       NOS
 CK2481  HISTORY     - 1983     GOOD             SCGS
 CK2481  HISTORY     - 20050816 GOOD             SCGS
 CK2481
 CK2481                          STATION DESCRIPTION
 CK2481
 CK2481'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2481'6.8 KM (4.2 MI) SW FROM ADAMS RUN.
 CK2481'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2481'OFFICE IN ADAMS RUN, THENCE 5.0 KILOMETERS (3.1 MILES) SOUTHWEST ALONG
 CK2481'COUNTY ROAD S-10-55 TO THE END OF PAVEMENT, CONTINUE AHEAD 0.8
 CK2481'KILOMETER (0.5 MILE) SOUTHWEST ALONG THE SAND ROAD TO THE ENTRANCE TO
 CK2481'THE HUTTON PLANTATION, CONTINUE AHEAD ALONG SAND ROAD TO WILLTOWN
 CK2481'BLUFF ENTRANCE, CONTINUE ALONG SAND DRIVE THROUGH TWO PILLARS FOR O.2
 CK2481'KILOMETER (0.1 MILE) TO A Y-INTERSECTION IN THE DRIVE, BEAR LEFT ALONG
 CK2481'THE SAND DRIVE LEADING TO THE MAIN HOUSE, SET NEAR A 200-INCH OAK TREE
 CK2481'IN THE MEDIAN OF THE MAIN ROAD AND THE DRIVE TO THE MAIN HOUSE,
 CK2481'3.4 METERS (11.0 FEET) EAST OF A 200-INCH OAK TREE, 36.0 METERS (117.8
 CK2481'FEET) SOUTH-SOUTHWEST OF A SUN DIAL, 48.8 METERS (160.0 FEET)
 CK2481'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 CK2481'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2481
 CK2481                          STATION RECOVERY (2005)
 CK2481
 CK2481'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2481'STATION IS LOCATED 4.8 MI (7.72 KM) WEST-SOUTHWEST OF ADAMS RUN, 28.9
 CK2481'MI (46.51 KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--WILLTOWN BLUFF
 CK2481'PLANTATION, CARETAKER, ALLEN PARKS, 9270 WILLTOWN ROAD, ADAMS RUN, SC
 CK2481'29449. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174,
 CK2481'164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS
 CK2481'RUN, GO WEST SOUTHWEST ON ROAD 55 FOR 3.65 MI (5.87 KM) TO THE
 CK2481'JUNCTION OF STATE ROAD 38 (PARKERS FERRY ROAD), CONTINUE ON ROAD 55
 CK2481'FOR 0.3 MI (0.48 KM) TO A FORK JUNCTION OF A SAND ROAD, BEAR RIGHT ON
 CK2481'THE SAND ROAD FOR 0.05 MI (0.08 KM) TO THE ENTRANCE TO WILLTOWN BLUFF
 CK2481'PLANTATION, CONTINUE ON THE SAND ROAD FOR 0.1 MI (0.16 KM) TO THE FORK
 CK2481'JUNCTION OF A SAND ROAD, BEAR LEFT ON THE SAND ROAD FOR 0.15 MI (0.24
 CK2481'KM) TO THE FORK JUNCTION OF A SAND ROAD, BEAR RIGHT ON THE SAND ROAD
 CK2481'FOR 0.05 MI (0.08 KM) TO THE STATION NEAR A LARGE OAK TREE IN THE WEST
 CK2481'ANGLE OF THE FORK JUNCTION OF THE SAND ROAD AND A DRIVEWAY LEADING TO
 CK2481'THE A TWO STORY WOOD HOUSE NUMBER 9314. STATION IS DISK ATTACHED TO A
 CK2481'COPPER-CLAD ROD FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) ABOVE THE
 CK2481'DRIVEWAY, 19.3 FT (5.9 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD,
 CK2481'10.0 FT (3.0 M) NORTH NORTHWEST OF THE CENTER OF THE DRIVEWAY, 11.9 FT
 CK2481'(3.6 M) EAST OF A 5.0-FOOT LIVE OAK TREE, 117.5 FT (35.8 M) SOUTH
 CK2481'SOUTHWEST OF A SUNDIAL, 168.7 FT (51.4 M) NORTHEAST OF THE NORTH
 CK2481'CORNER OF THE HOUSE, 254.5 FT (77.6 M) WEST OF TIDAL BENCH MARK 866
 CK2481'6367 EAST TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2480 ***********************************************************************
 CK2480  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2480  DESIGNATION -  866 6367 E TIDAL
 CK2480  PID         -  CK2480
 CK2480  STATE/COUNTY-  SC/CHARLESTON
 CK2480  USGS QUAD   -  FENWICK (1960)
 CK2480
 CK2480                         *CURRENT SURVEY CONTROL
 CK2480  ___________________________________________________________________
 CK2480* NAD 83(1986)-  32 40 52.     (N)    080 24 54.     (W)     SCALED    
 CK2480* NAVD 88     -         8.506  (meters)      27.91   (feet)  ADJUSTED  
 CK2480  ___________________________________________________________________
 CK2480  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 CK2480  DYNAMIC HT  -           8.497 (meters)      27.88  (feet)  COMP
 CK2480  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 CK2480
 CK2480  VERT ORDER  -  FIRST     CLASS II
 CK2480
 CK2480.The horizontal coordinates were scaled from a topographic map and have
 CK2480.an estimated accuracy of +/- 6 seconds.
 CK2480
 CK2480.The orthometric height was determined by differential leveling
 CK2480.and adjusted by the National Geodetic Survey in June 1991..
 CK2480
 CK2480.This Tidal Bench Mark is designated as VM 4304
 CK2480.by the Center for Operational Oceanographic Products and Services.
 CK2480
 CK2480.The geoid height was determined by GEOID03.
 CK2480
 CK2480.The dynamic height is computed by dividing the NAVD 88
 CK2480.geopotential number by the normal gravity value computed on the
 CK2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2480.degrees latitude (g = 980.6199 gals.).
 CK2480
 CK2480.The modeled gravity was interpolated from observed gravity values.
 CK2480
 CK2480;                    North         East    Units  Estimated Accuracy
 CK2480;SPC SC       -    94,180.      664,460.      MT  (+/- 180 meters Scaled)
 CK2480
 CK2480                          SUPERSEDED SURVEY CONTROL
 CK2480
 CK2480  NGVD 29 (03/21/89)    8.798  (m)           28.86   (f) ADJUSTED    1 2
 CK2480
 CK2480.Superseded values are not recommended for survey control.
 CK2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2480.See file dsdata.txt to determine how the superseded data were derived.
 CK2480
 CK2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS548160(NAD 83)
 CK2480_MARKER: DJ = TIDAL STATION DISK
 CK2480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2480_SP_SET: STAINLESS STEEL ROD
 CK2480_STAMPING: 6367 E 1977
 CK2480_MARK LOGO: NOS   
 CK2480_PROJECTION: FLUSH
 CK2480_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2480+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2480_ROD/PIPE-DEPTH: 8.20 meters
 CK2480
 CK2480  HISTORY     - Date     Condition        Report By
 CK2480  HISTORY     - 1977     MONUMENTED       NOS
 CK2480  HISTORY     - 1983     GOOD             SCGS
 CK2480  HISTORY     - 20050816 GOOD             SCGS
 CK2480
 CK2480                          STATION DESCRIPTION
 CK2480
 CK2480'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2480'6.8 KM (4.2 MI) SW FROM ADAMS RUN.
 CK2480'1.6 KILOMETERS (1.0 MILES) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2480'OFFICE IN ADAMS RUN, THENCE 5.0 KILOMETERS (3.1 MILES) SOUTHWEST ALONG
 CK2480'COUNTY ROAD S-10-55 TO THE END OF PAVEMENT, CONTINUE AHEAD FOR 0.8
 CK2480'KILOMETER (0.5 MILE) SOUTHWEST ALONG THE SAND ROAD TO THE ENTRANCE TO
 CK2480'THE HUTTON PLANTATION, CONTINUE AHEAD ALONG SAND ROAD TO THE WILLTOWN
 CK2480'BLUFF ENTRANCE, CONTINUE ALONG SAND DRIVE THROUGH TWO WOODEN PILLARS
 CK2480'FOR 0.2 KILOMETER (0.1 MILE) TO A Y IN THE DRIVE, BEAR LEFT ALONG SAND
 CK2480'DRIVE LEADING TO THE MAIN HOUSE, SET NEAR A 100-INCH OAK TREE AT A
 CK2480'X-INTERSECTION IN THE SAND DRIVE JUST BEFORE GETTING TO 866 6367 D
 CK2480'TIDAL, 78.9 METERS (258.8 FEET) EAST-NORTHEAST OF 866 6367 D TIDAL,
 CK2480'11.4 METERS (37.5 FEET) NORTHWEST OF THE APPROXIMATE CENTER OF THE
 CK2480'X-INTERSECTION, 8.5 METERS (28.0 FEET) SOUTHEAST OF THE 100-INCH OAK
 CK2480'TREE.
 CK2480'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2480
 CK2480                          STATION RECOVERY (2005)
 CK2480
 CK2480'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2480'STATION IS LOCATED 4.7 MI (7.56 KM) SOUTHWEST OF ADAMS RUN, 28.9 MI
 CK2480'(46.51 KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--WILLTOWN BLUFF
 CK2480'PLANTATION, CARETAKER, ALLEN PARKS, 9270 WILLTOWN ROAD, ADAMS RUN, SC
 CK2480'29449. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174,
 CK2480'164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS
 CK2480'RUN, GO WEST SOUTHWEST ON ROAD 55 FOR 3.65 MI (5.87 KM) TO THE
 CK2480'JUNCTION OF STATE ROAD 38 (PARKERS FERRY ROAD), CONTINUE ON ROAD 55
 CK2480'FOR 0.3 MI (0.48 KM) TO A FORK JUNCTION OF A SAND ROAD, BEAR RIGHT ON
 CK2480'THE SAND ROAD FOR 0.05 MI (0.08 KM) TO THE ENTRANCE TO WILLTOWN BLUFF
 CK2480'PLANTATION, CONTINUE ON THE SAND ROAD FOR 0.1 MI (0.16 KM) TO THE FORK
 CK2480'JUNCTION OF A SAND ROAD, BEAR LEFT ON THE SAND ROAD FOR 0.15 MI (0.24
 CK2480'KM) TO THE STATION ON THE RIGHT NEAR THE FORK JUNCTION OF A SAND ROAD.
 CK2480'STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD FLUSH WITH THE GROUND
 CK2480'AND LEVEL WITH THE ROAD, 26.5 FT (8.1 M) NORTH OF THE CENTER OF THE
 CK2480'ROAD, 28.0 FT (8.5 M) SOUTHEAST OF A 4.0-FOOT LIVE OAK TREE WITH A
 CK2480'SCGS REFERENCE WASHER ATTACHED, 186.8 FT (56.9 M) WEST NORTHWEST OF
 CK2480'THE WEST CORNER OF A TENNIS COURT CHAIN LINK FENCE LINE, 254.5 FT
 CK2480'(77.6 M) EAST OF TIDAL BENCH MARK 866 6367 D TIDAL. RECOVERED BY R.P.
 CK2480'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1752 ***********************************************************************
 CK1752  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1752  DESIGNATION -  866 6433 B TIDAL
 CK1752  PID         -  CK1752
 CK1752  STATE/COUNTY-  SC/CHARLESTON
 CK1752  USGS QUAD   -  ADAMS RUN (1972)
 CK1752
 CK1752                         *CURRENT SURVEY CONTROL
 CK1752  ___________________________________________________________________
 CK1752* NAD 83(1986)-  32 40 08.     (N)    080 17 32.     (W)     SCALED    
 CK1752* NAVD 88     -         1.493  (meters)       4.90   (feet)  ADJUSTED  
 CK1752  ___________________________________________________________________
 CK1752  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CK1752  DYNAMIC HT  -           1.491 (meters)       4.89  (feet)  COMP
 CK1752  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CK1752
 CK1752  VERT ORDER  -  FIRST     CLASS II
 CK1752
 CK1752.The horizontal coordinates were scaled from a topographic map and have
 CK1752.an estimated accuracy of +/- 6 seconds.
 CK1752
 CK1752.The orthometric height was determined by differential leveling
 CK1752.and adjusted by the National Geodetic Survey in June 1991..
 CK1752
 CK1752.This Tidal Bench Mark is designated as VM 4308
 CK1752.by the Center for Operational Oceanographic Products and Services.
 CK1752
 CK1752.The geoid height was determined by GEOID03.
 CK1752
 CK1752.The dynamic height is computed by dividing the NAVD 88
 CK1752.geopotential number by the normal gravity value computed on the
 CK1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1752.degrees latitude (g = 980.6199 gals.).
 CK1752
 CK1752.The modeled gravity was interpolated from observed gravity values.
 CK1752
 CK1752;                    North         East    Units  Estimated Accuracy
 CK1752;SPC SC       -    92,890.      675,990.      MT  (+/- 180 meters Scaled)
 CK1752
 CK1752                          SUPERSEDED SURVEY CONTROL
 CK1752
 CK1752  NGVD 29 (03/21/89)    1.784  (m)            5.85   (f) ADJUSTED    1 2
 CK1752
 CK1752.Superseded values are not recommended for survey control.
 CK1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1752.See file dsdata.txt to determine how the superseded data were derived.
 CK1752
 CK1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS663148(NAD 83)
 CK1752_MARKER: DJ = TIDAL STATION DISK
 CK1752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1752_SP_SET: STAINLESS STEEL ROD
 CK1752_STAMPING: 6433 B 1977
 CK1752_PROJECTION: FLUSH
 CK1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1752_ROD/PIPE-DEPTH: 9.14 meters
 CK1752
 CK1752  HISTORY     - Date     Condition        Report By
 CK1752  HISTORY     - 1977     MONUMENTED       NOS
 CK1752  HISTORY     - 1979     GOOD             NGS
 CK1752
 CK1752                          STATION DESCRIPTION
 CK1752
 CK1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1752'7.8 MI SE FROM ADAMS RUN.
 CK1752'3.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE JUNCTION OF STATE
 CK1752'HIGHWAY 162 AT ADAMS RUN, THENCE 4.5 MILES EAST AND SOUTHEAST ALONG
 CK1752'STATE ROAD S-10-88 TO THE END OF PAVEMENT AND A GATE, THENCE 1.0
 CK1752'MILE SOUTH, EAST, NORTH AND EAST ALONG A SAND ROAD, 81.2 FT.
 CK1752'EAST-SOUTHEAST OF BENCH MARK 6433 C, 6.0 FT. NORTHWEST OF THE
 CK1752'NORTHWEST CORNER OF A ONE STORY CONCRETE BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1751 ***********************************************************************
 CK1751  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1751  DESIGNATION -  866 6433 C TIDAL
 CK1751  PID         -  CK1751
 CK1751  STATE/COUNTY-  SC/CHARLESTON
 CK1751  USGS QUAD   -  ADAMS RUN (1972)
 CK1751
 CK1751                         *CURRENT SURVEY CONTROL
 CK1751  ___________________________________________________________________
 CK1751* NAD 83(1986)-  32 40 08.     (N)    080 17 33.     (W)     SCALED    
 CK1751* NAVD 88     -         1.410  (meters)       4.63   (feet)  ADJUSTED  
 CK1751  ___________________________________________________________________
 CK1751  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 CK1751  DYNAMIC HT  -           1.409 (meters)       4.62  (feet)  COMP
 CK1751  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CK1751
 CK1751  VERT ORDER  -  FIRST     CLASS II
 CK1751
 CK1751.The horizontal coordinates were scaled from a topographic map and have
 CK1751.an estimated accuracy of +/- 6 seconds.
 CK1751
 CK1751.The orthometric height was determined by differential leveling
 CK1751.and adjusted by the National Geodetic Survey in June 1991..
 CK1751
 CK1751.This Tidal Bench Mark is designated as VM 4309
 CK1751.by the Center for Operational Oceanographic Products and Services.
 CK1751
 CK1751.The geoid height was determined by GEOID03.
 CK1751
 CK1751.The dynamic height is computed by dividing the NAVD 88
 CK1751.geopotential number by the normal gravity value computed on the
 CK1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1751.degrees latitude (g = 980.6199 gals.).
 CK1751
 CK1751.The modeled gravity was interpolated from observed gravity values.
 CK1751
 CK1751;                    North         East    Units  Estimated Accuracy
 CK1751;SPC SC       -    92,890.      675,960.      MT  (+/- 180 meters Scaled)
 CK1751
 CK1751                          SUPERSEDED SURVEY CONTROL
 CK1751
 CK1751  NGVD 29 (03/21/89)    1.702  (m)            5.58   (f) ADJUSTED    1 2
 CK1751
 CK1751.Superseded values are not recommended for survey control.
 CK1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1751.See file dsdata.txt to determine how the superseded data were derived.
 CK1751
 CK1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS663148(NAD 83)
 CK1751_MARKER: DJ = TIDAL STATION DISK
 CK1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1751_SP_SET: CONCRETE POST
 CK1751_STAMPING: 6433 C 1977
 CK1751_PROJECTION: FLUSH
 CK1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1751+STABILITY: SURFACE MOTION
 CK1751
 CK1751  HISTORY     - Date     Condition        Report By
 CK1751  HISTORY     - 1977     MONUMENTED       NOS
 CK1751  HISTORY     - 1979     GOOD             NGS
 CK1751
 CK1751                          STATION DESCRIPTION
 CK1751
 CK1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1751'7.8 MI SE FROM ADAMS RUN.
 CK1751'3.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE JUNCTION OF STATE
 CK1751'HIGHWAY 162 AT ADAMS RUN, THENCE 4.5 MILES EAST AND SOUTHEAST ALONG
 CK1751'STATE ROAD S-10-88 TO THE END OF PAVEMENT AND A GATE, THENCE 1.0
 CK1751'MILE SOUTH, EAST,NORTH, AND EAST ALONG A SAND ROAD, 87.2 FT.
 CK1751'NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY CONCRETE BLOCK
 CK1751'BUILDING, 81.2 FT. NORTHWEST OF BENCH MARK 6433 B, 4.0 FT.
 CK1751'WEST-SOUTHWEST OF POWER POLE 117165 WITH ONE GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1755 ***********************************************************************
 CK1755  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1755  DESIGNATION -  866 6433 D TIDAL
 CK1755  PID         -  CK1755
 CK1755  STATE/COUNTY-  SC/CHARLESTON
 CK1755  USGS QUAD   -  ADAMS RUN (1972)
 CK1755
 CK1755                         *CURRENT SURVEY CONTROL
 CK1755  ___________________________________________________________________
 CK1755* NAD 83(1986)-  32 40 06.     (N)    080 17 28.     (W)     SCALED    
 CK1755* NAVD 88     -         1.353  (meters)       4.44   (feet)  ADJUSTED  
 CK1755  ___________________________________________________________________
 CK1755  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CK1755  DYNAMIC HT  -           1.351 (meters)       4.43  (feet)  COMP
 CK1755  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 CK1755
 CK1755  VERT ORDER  -  FIRST     CLASS II
 CK1755
 CK1755.The horizontal coordinates were scaled from a topographic map and have
 CK1755.an estimated accuracy of +/- 6 seconds.
 CK1755
 CK1755.The orthometric height was determined by differential leveling
 CK1755.and adjusted by the National Geodetic Survey in June 1991..
 CK1755
 CK1755.This Tidal Bench Mark is designated as VM 4310
 CK1755.by the Center for Operational Oceanographic Products and Services.
 CK1755
 CK1755.The geoid height was determined by GEOID03.
 CK1755
 CK1755.The dynamic height is computed by dividing the NAVD 88
 CK1755.geopotential number by the normal gravity value computed on the
 CK1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1755.degrees latitude (g = 980.6199 gals.).
 CK1755
 CK1755.The modeled gravity was interpolated from observed gravity values.
 CK1755
 CK1755;                    North         East    Units  Estimated Accuracy
 CK1755;SPC SC       -    92,830.      676,090.      MT  (+/- 180 meters Scaled)
 CK1755
 CK1755                          SUPERSEDED SURVEY CONTROL
 CK1755
 CK1755  NGVD 29 (03/21/89)    1.644  (m)            5.39   (f) ADJUSTED    1 2
 CK1755
 CK1755.Superseded values are not recommended for survey control.
 CK1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1755.See file dsdata.txt to determine how the superseded data were derived.
 CK1755
 CK1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS664147(NAD 83)
 CK1755_MARKER: DJ = TIDAL STATION DISK
 CK1755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1755_SP_SET: STAINLESS STEEL ROD
 CK1755_STAMPING: 6433 D 1977
 CK1755_PROJECTION: FLUSH
 CK1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1755_ROD/PIPE-DEPTH: 9.14 meters
 CK1755
 CK1755  HISTORY     - Date     Condition        Report By
 CK1755  HISTORY     - 1977     MONUMENTED       NOS
 CK1755  HISTORY     - 1979     GOOD             NGS
 CK1755
 CK1755                          STATION DESCRIPTION
 CK1755
 CK1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1755'7.8 MI SE FROM ADAMS RUN.
 CK1755'3.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE JUNCTION OF STATE
 CK1755'HIGHWAY 162 AT ADAMS RUN, THENCE 4.5 MILES EAST AND SOUTHEAST ALONG
 CK1755'STATE ROAD S-10-88 TO THE END OF PAVEMENT AND A GATE, THENCE 1.0
 CK1755'MILE SOUTH, EAST, NORTH, AND EAST ALONG A SAND ROAD, 181.4 FT.
 CK1755'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE STORY WOOD FOUSE
 CK1755'HOUSE BELONGING TO J. TAYLOR, 157.5 FT. NORTH OF BENCH MARK 6433 B,
 CK1755'30.3 FT. NORTHWEST OF A TWIN TRUNKED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1756 ***********************************************************************
 CK1756  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1756  DESIGNATION -  866 6433 E TIDAL
 CK1756  PID         -  CK1756
 CK1756  STATE/COUNTY-  SC/CHARLESTON
 CK1756  USGS QUAD   -  ADAMS RUN (1972)
 CK1756
 CK1756                         *CURRENT SURVEY CONTROL
 CK1756  ___________________________________________________________________
 CK1756* NAD 83(1986)-  32 40 05.     (N)    080 17 27.     (W)     SCALED    
 CK1756* NAVD 88     -         1.393  (meters)       4.57   (feet)  ADJUSTED  
 CK1756  ___________________________________________________________________
 CK1756  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CK1756  DYNAMIC HT  -           1.392 (meters)       4.57  (feet)  COMP
 CK1756  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 CK1756
 CK1756  VERT ORDER  -  FIRST     CLASS II
 CK1756
 CK1756.The horizontal coordinates were scaled from a topographic map and have
 CK1756.an estimated accuracy of +/- 6 seconds.
 CK1756
 CK1756.The orthometric height was determined by differential leveling
 CK1756.and adjusted by the National Geodetic Survey in June 1991..
 CK1756
 CK1756.This Tidal Bench Mark is designated as VM 4311
 CK1756.by the Center for Operational Oceanographic Products and Services.
 CK1756
 CK1756.The geoid height was determined by GEOID03.
 CK1756
 CK1756.The dynamic height is computed by dividing the NAVD 88
 CK1756.geopotential number by the normal gravity value computed on the
 CK1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1756.degrees latitude (g = 980.6199 gals.).
 CK1756
 CK1756.The modeled gravity was interpolated from observed gravity values.
 CK1756
 CK1756;                    North         East    Units  Estimated Accuracy
 CK1756;SPC SC       -    92,800.      676,120.      MT  (+/- 180 meters Scaled)
 CK1756
 CK1756                          SUPERSEDED SURVEY CONTROL
 CK1756
 CK1756  NGVD 29 (03/21/89)    1.685  (m)            5.53   (f) ADJUSTED    1 2
 CK1756
 CK1756.Superseded values are not recommended for survey control.
 CK1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1756.See file dsdata.txt to determine how the superseded data were derived.
 CK1756
 CK1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS664147(NAD 83)
 CK1756_MARKER: DJ = TIDAL STATION DISK
 CK1756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1756_SP_SET: STAINLESS STEEL ROD
 CK1756_STAMPING: 6433 E 1977
 CK1756_PROJECTION: FLUSH
 CK1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1756_ROD/PIPE-DEPTH: 9.14 meters
 CK1756
 CK1756  HISTORY     - Date     Condition        Report By
 CK1756  HISTORY     - 1977     MONUMENTED       NOS
 CK1756  HISTORY     - 1979     GOOD             NGS
 CK1756
 CK1756                          STATION DESCRIPTION
 CK1756
 CK1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1756'7.8 MI SE FROM ADAMS RUN.
 CK1756'3.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE JUNCTION OF STATE
 CK1756'HIGHWAY 162 AT ADAMS RUN, THENCE 4.5 MILES EAST AND SOUTHEAST ALONG
 CK1756'STATE ROAD S-10-88 TO THE END OF PAVEMENT AND A GATE, THENCE 1.0
 CK1756'MILE SOUTH, EAST, NORTH AND EAST ALONG A SAND ROAD, 338.9 FT.
 CK1756'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE STORY WOOD FRAME
 CK1756'HOUSE BELONGING TO J. TAYLOR, 157.5 FT. SOUTH OF BENCH MARK 6433 D,
 CK1756'14.0 FT. NORTH OF THE CENTER OF A DRAINAGE DITCH RUNNING EAST AND WEST
 CK1756'THE MARK IS 2 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1753 ***********************************************************************
 CK1753  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1753  DESIGNATION -  866 6433 TIDAL 1
 CK1753  PID         -  CK1753
 CK1753  STATE/COUNTY-  SC/CHARLESTON
 CK1753  USGS QUAD   -  ADAMS RUN (1972)
 CK1753
 CK1753                         *CURRENT SURVEY CONTROL
 CK1753  ___________________________________________________________________
 CK1753* NAD 83(1986)-  32 40 08.     (N)    080 17 29.     (W)     SCALED    
 CK1753* NAVD 88     -         1.657  (meters)       5.44   (feet)  ADJUSTED  
 CK1753  ___________________________________________________________________
 CK1753  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CK1753  DYNAMIC HT  -           1.656 (meters)       5.43  (feet)  COMP
 CK1753  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 CK1753
 CK1753  VERT ORDER  -  FIRST     CLASS II
 CK1753
 CK1753.The horizontal coordinates were scaled from a topographic map and have
 CK1753.an estimated accuracy of +/- 6 seconds.
 CK1753
 CK1753.The orthometric height was determined by differential leveling
 CK1753.and adjusted by the National Geodetic Survey in June 1991..
 CK1753
 CK1753.This Tidal Bench Mark is designated as VM 4307
 CK1753.by the Center for Operational Oceanographic Products and Services.
 CK1753
 CK1753.The geoid height was determined by GEOID03.
 CK1753
 CK1753.The dynamic height is computed by dividing the NAVD 88
 CK1753.geopotential number by the normal gravity value computed on the
 CK1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1753.degrees latitude (g = 980.6199 gals.).
 CK1753
 CK1753.The modeled gravity was interpolated from observed gravity values.
 CK1753
 CK1753;                    North         East    Units  Estimated Accuracy
 CK1753;SPC SC       -    92,890.      676,060.      MT  (+/- 180 meters Scaled)
 CK1753
 CK1753                          SUPERSEDED SURVEY CONTROL
 CK1753
 CK1753  NGVD 29 (03/21/89)    1.949  (m)            6.39   (f) ADJUSTED    1 2
 CK1753
 CK1753.Superseded values are not recommended for survey control.
 CK1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1753.See file dsdata.txt to determine how the superseded data were derived.
 CK1753
 CK1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS664148(NAD 83)
 CK1753_MARKER: DJ = TIDAL STATION DISK
 CK1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1753_SP_SET: CONCRETE POST
 CK1753_STAMPING: NO 1 1934
 CK1753_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1753+STABILITY: SURFACE MOTION
 CK1753
 CK1753  HISTORY     - Date     Condition        Report By
 CK1753  HISTORY     - 1934     MONUMENTED       CGS
 CK1753  HISTORY     - 1979     GOOD             NGS
 CK1753
 CK1753                          STATION DESCRIPTION
 CK1753
 CK1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1753'7.8 MI SE FROM ADAMS RUN.
 CK1753'3.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE JUNCTION OF STATE
 CK1753'HIGHWAY 162 AT ADAMS RUN, THENCE 4.5 MILES EAST AND SOUTHEAST ALONG
 CK1753'STATE ROAD S-10-88 TO THE END OF PAVEMENT AND A GATE, THENCE 1.0
 CK1753'MILE SOUTH, EAST, NORTH AND EAST ALONG A SAND ROAD, 69.4 FT.
 CK1753'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE STORY CONCRETE BLOCK
 CK1753'BUILDING, 34.0 FT. NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY
 CK1753'WOOD FRAME HOUSE BELONGING TO J. TAYLOR, 13.9 FT. SOUTHWEST OF THE
 CK1753'SOUTHERN MOST PILING AT THE LANDWARD END OF THE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0462 ***********************************************************************
 CJ0462  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0462  DESIGNATION -  866 6467 A TIDAL
 CJ0462  PID         -  CJ0462
 CJ0462  STATE/COUNTY-  SC/CHARLESTON
 CJ0462  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0462
 CJ0462                         *CURRENT SURVEY CONTROL
 CJ0462  ___________________________________________________________________
 CJ0462* NAD 83(1986)-  32 40 07.     (N)    079 54 55.     (W)     SCALED    
 CJ0462* NAVD 88     -         1.500  (meters)       4.92   (feet)  ADJUSTED  
 CJ0462  ___________________________________________________________________
 CJ0462  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0462  DYNAMIC HT  -           1.498 (meters)       4.91  (feet)  COMP
 CJ0462  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 CJ0462
 CJ0462  VERT ORDER  -  FIRST     CLASS II
 CJ0462
 CJ0462.The horizontal coordinates were scaled from a topographic map and have
 CJ0462.an estimated accuracy of +/- 6 seconds.
 CJ0462
 CJ0462.The orthometric height was determined by differential leveling
 CJ0462.and adjusted by the National Geodetic Survey in June 1991..
 CJ0462
 CJ0462.This Tidal Bench Mark is designated as VM 4312
 CJ0462.by the Center for Operational Oceanographic Products and Services.
 CJ0462
 CJ0462.The geoid height was determined by GEOID03.
 CJ0462
 CJ0462.The dynamic height is computed by dividing the NAVD 88
 CJ0462.geopotential number by the normal gravity value computed on the
 CJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0462.degrees latitude (g = 980.6199 gals.).
 CJ0462
 CJ0462.The modeled gravity was interpolated from observed gravity values.
 CJ0462
 CJ0462;                    North         East    Units  Estimated Accuracy
 CJ0462;SPC SC       -    93,170.      711,340.      MT  (+/- 180 meters Scaled)
 CJ0462
 CJ0462                          SUPERSEDED SURVEY CONTROL
 CJ0462
 CJ0462  NGVD 29 (03/21/89)    1.795  (m)            5.89   (f) ADJUSTED    1 2
 CJ0462
 CJ0462.Superseded values are not recommended for survey control.
 CJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0462.See file dsdata.txt to determine how the superseded data were derived.
 CJ0462
 CJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS017150(NAD 83)
 CJ0462_MARKER: DJ = TIDAL STATION DISK
 CJ0462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0462_SP_SET: COPPER-CLAD STEEL ROD
 CJ0462_STAMPING: 6467 A 1976
 CJ0462_MARK LOGO: NOS   
 CJ0462_PROJECTION: FLUSH
 CJ0462_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0462+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0462_ROD/PIPE-DEPTH: 12.2 meters
 CJ0462
 CJ0462  HISTORY     - Date     Condition        Report By
 CJ0462  HISTORY     - 1976     MONUMENTED       NOS
 CJ0462  HISTORY     - 1983     GOOD             SCGS
 CJ0462  HISTORY     - 19920817 GOOD             NGS
 CJ0462
 CJ0462                          STATION DESCRIPTION
 CJ0462
 CJ0462'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0462'IN FOLLY BEACH.
 CJ0462'THE MARK IS ABOVE LEVEL WITH AREA.
 CJ0462'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE FROM
 CJ0462'THE FOLLY BEACH POST OFFICE, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0462'SOUTH ALONG STATE HIGHWAY 171, THENCE 2.9 KILOMETERS (1.8
 CJ0462'MILES) EAST ALONG ASHLEY AVENUE EAST, THENCE 0.2 KILOMETER
 CJ0462'(0.1 MILE) NORTH ALONG EAST THIRTEENTH STREET, THENCE 0.1
 CJ0462'KILOMETER (0.05 MILE) WEST ALONG TABBY DRIVE, SET IN THE
 CJ0462'BACK YARD OF THE RESIDENCE OF 1212 TABBY DRIVE, 77.8 METERS
 CJ0462'(255.0 FEET) SOUTH SOUTHEAST OF THE END OF A CONCRETE
 CJ0462'WALKWAY TO A DOCK, 17.7 METERS (58.0 FEET) WEST NORTHWEST
 CJ0462'OF THE NORTHWEST CORNER OF THE HOUSE, 1.8 METERS (6.0 FEET)
 CJ0462'EAST OF A 18 INCH PINE TREE, 18.6 METERS (61.0 FEET) WEST
 CJ0462'SOUTHWEST OF THE EDGE OF THE MARSH.
 CJ0462
 CJ0462                          STATION RECOVERY (1992)
 CJ0462
 CJ0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0462'IN FOLLY BEACH, AT 1212 TABBY DRIVE, 17.5 M (57.4 FT) NORTHWEST OF
 CJ0462'THE NORTHWEST CORNER OF THE HEINSOHN RESIDENCE, 8.3 M (27.2 FT)
 CJ0462'NORTH-NORTHWEST OF A UTILITY LIGHT POLE, 1.8 M (5.9 FT) EAST OF AN
 CJ0462'18-INCH STUMP, AND 1.6 M (5.2 FT) WEST-NORTHWEST OF A UTILITY POLE
 CJ0462'WITH A BELL ATTACHED.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 CJ0462'AND IS RECESSED 0.02 M (0.07 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0461 ***********************************************************************
 CJ0461  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0461  DESIGNATION -  866 6467 B TIDAL
 CJ0461  PID         -  CJ0461
 CJ0461  STATE/COUNTY-  SC/CHARLESTON
 CJ0461  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0461
 CJ0461                         *CURRENT SURVEY CONTROL
 CJ0461  ___________________________________________________________________
 CJ0461* NAD 83(1986)-  32 40 06.     (N)    079 54 55.     (W)     SCALED    
 CJ0461* NAVD 88     -         1.497  (meters)       4.91   (feet)  ADJUSTED  
 CJ0461  ___________________________________________________________________
 CJ0461  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0461  DYNAMIC HT  -           1.495 (meters)       4.90  (feet)  COMP
 CJ0461  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 CJ0461
 CJ0461  VERT ORDER  -  FIRST     CLASS II
 CJ0461
 CJ0461.The horizontal coordinates were scaled from a topographic map and have
 CJ0461.an estimated accuracy of +/- 6 seconds.
 CJ0461
 CJ0461.The orthometric height was determined by differential leveling
 CJ0461.and adjusted by the National Geodetic Survey in June 1991..
 CJ0461
 CJ0461.This Tidal Bench Mark is designated as VM 4313
 CJ0461.by the Center for Operational Oceanographic Products and Services.
 CJ0461
 CJ0461.The geoid height was determined by GEOID03.
 CJ0461
 CJ0461.The dynamic height is computed by dividing the NAVD 88
 CJ0461.geopotential number by the normal gravity value computed on the
 CJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0461.degrees latitude (g = 980.6199 gals.).
 CJ0461
 CJ0461.The modeled gravity was interpolated from observed gravity values.
 CJ0461
 CJ0461;                    North         East    Units  Estimated Accuracy
 CJ0461;SPC SC       -    93,140.      711,340.      MT  (+/- 180 meters Scaled)
 CJ0461
 CJ0461                          SUPERSEDED SURVEY CONTROL
 CJ0461
 CJ0461  NGVD 29 (05/09/91)    1.792  (m)            5.88   (f) ADJUSTED    1 2
 CJ0461
 CJ0461.Superseded values are not recommended for survey control.
 CJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0461.See file dsdata.txt to determine how the superseded data were derived.
 CJ0461
 CJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS017150(NAD 83)
 CJ0461_MARKER: DJ = TIDAL STATION DISK
 CJ0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0461_SP_SET: COPPER-CLAD STEEL ROD
 CJ0461_STAMPING: 6467 B 1976
 CJ0461_MARK LOGO: NOS   
 CJ0461_PROJECTION: FLUSH
 CJ0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0461+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0461_ROD/PIPE-DEPTH: 12.2 meters
 CJ0461
 CJ0461  HISTORY     - Date     Condition        Report By
 CJ0461  HISTORY     - 1976     MONUMENTED       NOS
 CJ0461  HISTORY     - 1983     GOOD             SCGS
 CJ0461  HISTORY     - 19900517 GOOD             NGS
 CJ0461  HISTORY     - 19920817 GOOD             NGS
 CJ0461
 CJ0461                          STATION DESCRIPTION
 CJ0461
 CJ0461'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0461'IN FOLLY BEACH.
 CJ0461'THE MARK IS ABOVE LEVEL WITH TABBY DRIVE.
 CJ0461'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE
 CJ0461'FROM THE FOLLY BEACH POST OFFICE, THENCE 0.25 KILOMETER
 CJ0461'(0.15 MILE) SOUTH ALONG STATE HIGHWAY 171, THENCE 2.9
 CJ0461'KILOMETERS (1.8 MILES) EAST ALONG ASHLEY AVENUE EAST, THENCE
 CJ0461'0.2 KILOMETER (0.1 MILE) NORTH ALONG EAST THIRTEENTH STREET,
 CJ0461'SET NEAR A POWER POLE AT THE INTERSECTION OF EAST THIRTEENTH
 CJ0461'STREET AND TABBY DRIVE, 29.0 METERS (95.2 FEET) SOUTH SOUTHEAST
 CJ0461'OF THE SOUTHEAST CORNER OF THE RESIDENCE OF 1214 TABBY DRIVE,
 CJ0461'8.7 METERS (28.8 FEET) NORTH NORTHWEST OF THE APPROXIMATE
 CJ0461'CENTER OF TABBY DRIVE, 4.0 METERS (13.4 FEET) NORTHWEST OF
 CJ0461'A FIRE HYDRNAT, 1.1 METERS (3.6 FEET) NORTHWEST OF A POWER
 CJ0461'POLE NUMBER 286259, 10.4 METERS (34.2 FEET) EAST NORTHEAST
 CJ0461'OF THE APPROXIMATE CENTER OF A CONCRETE DRIVEWAY.
 CJ0461
 CJ0461                          STATION RECOVERY (1990)
 CJ0461
 CJ0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0461'2.8 KM (1.74 MI) NORTHEASTERLY ALONG EAST ASHLEY AVENUE FROM THE
 CJ0461'JUNCTION OF STATE HIGHWAY 171 IN FOLLY BEACH, THENCE 0.2 KM (0.12 MI)
 CJ0461'NORTHERLY ALONG EAST 13TH STREET, 49.9 M (163.71 FT) NORTH-NORTHWEST
 CJ0461'OF BENCH MARK 866 6467 C TIDAL, 23.0 M (75.46 FT) SOUTHEAST OF THE
 CJ0461'SOUTHEAST CORNER OF A HOUSE, 10.0 M (32.81 FT) EAST-NORTHEAST OF THE
 CJ0461'CENTER OF A DRIVEWAY, 8.2 M (26.90 FT) NORTH-NORTHWEST OF AND LEVEL
 CJ0461'WITH THE CENTER OF COUNTY ROAD S-10-1499, 5.8 M (19.03 FT) NORTHWEST
 CJ0461'OF A FIRE HYDRANT, AND 1.3 M (4.27 FT) NORTH-NORTHWEST OF UTILITY
 CJ0461'POLE NUMBER 286259.  NOTE--THE DISK IS CRIMPED TO A STAINLESS STEEL
 CJ0461'ROD ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND
 CJ0461'SURFACE.  THIS MARK MEETS ALL REQUIREMENTS OF A CLASS A MARK.
 CJ0461
 CJ0461                          STATION RECOVERY (1992)
 CJ0461
 CJ0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0461'IN FOLLY BEACH, AT THE INTERSECTION OF EAST 13TH STREET AND TABBY
 CJ0461'DRIVE, 23.0 M (75.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 CJ0461'10.0 M (32.8 FT) EAST-NORTHEAST OF THE CENTER OF A DRIVEWAY, 8.3 M
 CJ0461'(27.2 FT) NORTH-NORTHWEST OF AND LEVEL WITH THE DRIVE CENTER, 7.1 M
 CJ0461'(23.3 FT) WEST-SOUTHWEST OF THE EXTENDED CENTER OF THE STREET, 5.8 M
 CJ0461'(19.0 FT) NORTHWEST OF A FIRE HYDRANT, AND 1.3 M (4.3 FT) NORTHWEST
 CJ0461'OF UTILITY LIGHT POLE NUMBER 286259 WITH A TRANSFORMER.  NOTE--THE
 CJ0461'DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.03 M (0.10 FT)
 CJ0461'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0460 ***********************************************************************
 CJ0460  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0460  DESIGNATION -  866 6467 C TIDAL
 CJ0460  PID         -  CJ0460
 CJ0460  STATE/COUNTY-  SC/CHARLESTON
 CJ0460  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0460
 CJ0460                         *CURRENT SURVEY CONTROL
 CJ0460  ___________________________________________________________________
 CJ0460* NAD 83(1986)-  32 40 04.     (N)    079 54 55.     (W)     SCALED    
 CJ0460* NAVD 88     -         1.362  (meters)       4.47   (feet)  ADJUSTED  
 CJ0460  ___________________________________________________________________
 CJ0460  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0460  DYNAMIC HT  -           1.360 (meters)       4.46  (feet)  COMP
 CJ0460  MODELED GRAV-     979,528.9   (mgal)                       NAVD 88
 CJ0460
 CJ0460  VERT ORDER  -  FIRST     CLASS II
 CJ0460
 CJ0460.The horizontal coordinates were scaled from a topographic map and have
 CJ0460.an estimated accuracy of +/- 6 seconds.
 CJ0460
 CJ0460.The orthometric height was determined by differential leveling
 CJ0460.and adjusted by the National Geodetic Survey in June 1991..
 CJ0460
 CJ0460.This Tidal Bench Mark is designated as VM 4314
 CJ0460.by the Center for Operational Oceanographic Products and Services.
 CJ0460
 CJ0460.The geoid height was determined by GEOID03.
 CJ0460
 CJ0460.The dynamic height is computed by dividing the NAVD 88
 CJ0460.geopotential number by the normal gravity value computed on the
 CJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0460.degrees latitude (g = 980.6199 gals.).
 CJ0460
 CJ0460.The modeled gravity was interpolated from observed gravity values.
 CJ0460
 CJ0460;                    North         East    Units  Estimated Accuracy
 CJ0460;SPC SC       -    93,080.      711,340.      MT  (+/- 180 meters Scaled)
 CJ0460
 CJ0460                          SUPERSEDED SURVEY CONTROL
 CJ0460
 CJ0460  NGVD 29 (05/09/91)    1.658  (m)            5.44   (f) ADJUSTED    1 2
 CJ0460
 CJ0460.Superseded values are not recommended for survey control.
 CJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0460.See file dsdata.txt to determine how the superseded data were derived.
 CJ0460
 CJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS017149(NAD 83)
 CJ0460_MARKER: DJ = TIDAL STATION DISK
 CJ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0460_SP_SET: CONCRETE POST
 CJ0460_STAMPING: 6467 C 1976
 CJ0460_MARK LOGO: NOS   
 CJ0460_PROJECTION: FLUSH
 CJ0460_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0460+STABILITY: SURFACE MOTION
 CJ0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0460+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0460
 CJ0460  HISTORY     - Date     Condition        Report By
 CJ0460  HISTORY     - 1976     MONUMENTED       NOS
 CJ0460  HISTORY     - 1983     GOOD             SCGS
 CJ0460  HISTORY     - 19900517 GOOD             NGS
 CJ0460  HISTORY     - 19920817 GOOD             NGS
 CJ0460
 CJ0460                          STATION DESCRIPTION
 CJ0460
 CJ0460'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0460'IN FOLLY BEACH.
 CJ0460'THE MARK IS ABOVE LEVEL WITH EAST THIRTEENTH STREET.
 CJ0460'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE
 CJ0460'FROM THE FOLLY BEACH POST OFFICE, THENCE 0.25 KILOMETER
 CJ0460'(0.15 MILE) SOUTH ALONG STATE HIGHWAY 171, THENCE 2.9
 CJ0460'KILOMETERS (1.8 MILES) EAST ALONG ASHLEY AVENUE EAST,
 CJ0460'SET NEAR THE NORTHEAST CORNER OF A CHAIN LINK FENCE, 0.6
 CJ0460'METER (2.0 FEET) EAST OF THE NORTHEAST CORNER OF A CHAIN
 CJ0460'LINK FENCE, 0.6 METER (2.0 FEET) EAST OF A POWER POLE NUMBER
 CJ0460'174759, 8.5 METERS (28.0 FEET) WEST SOUTHWEST OF THE APPROXIMATE
 CJ0460'CENTER OF EAST THIRTEENTH STREET, 40.7 METERS (133.8 FEET)
 CJ0460'SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF TABBY DRIVE.
 CJ0460
 CJ0460                          STATION RECOVERY (1990)
 CJ0460
 CJ0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0460'2.8 KM (1.74 MI) NORTHEASTERLY ALONG EAST ASHLEY AVENUE FROM THE
 CJ0460'JUNCTION OF STATE HIGHWAY 171 IN FOLLY BEACH, THENCE 0.1 KM (0.06 MI)
 CJ0460'NORTHERLY ALONG EAST 13TH STREET, 49.9 M (163.71 FT) SOUTH-SOUTHEAST
 CJ0460'OF BENCH MARK 866 6467 C TIDAL, 40.4 M (132.55 FT) SOUTH-SOUTHEAST OF
 CJ0460'THE CENTER OF COUNTY ROAD S-10-1499, 13.6 M (44.62 FT) SOUTHEAST OF
 CJ0460'THE SOUTHEAST CORNER OF A HOUSE AT 1215 EAST 13TH STREET, 8.7 M
 CJ0460'(28.54 FT) WEST-SOUTHWEST OF AND LEVEL WITH THE CENTER OF THE STREET,
 CJ0460'0.6 M (1.97 FT) EAST OF A CHAIN-LINK FENCE CORNER, 0.5 M (1.64 FT)
 CJ0460'EAST OF UTILITY POLE NUMBER 174759 WITH A WITNESS SIGN ATTACHED, AND
 CJ0460'IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 CJ0460
 CJ0460                          STATION RECOVERY (1992)
 CJ0460
 CJ0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0460'IN FOLLY BEACH, AT THE INTERSECTION OF EAST 13TH STREET AND TABBY
 CJ0460'DRIVE, 40.4 M (132.5 FT) SOUTH-SOUTHEAST OF THE DRIVE CENTER, 13.6 M
 CJ0460'(44.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 1215, 8.7
 CJ0460'M (28.5 FT) WEST-SOUTHWEST OF AND LEVEL WITH THE STREET CENTER, 0.8 M
 CJ0460'(2.6 FT) NORTHWEST OF BENCH MARK 866 6467 F TIDAL, 0.5 M (1.6 FT)
 CJ0460'EAST-SOUTHEAST OF UTILITY POLE NUMBER 174759 WITH A WITNESS SIGN
 CJ0460'ATTACHED, 0.5 NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN-LINK
 CJ0460'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0458 ***********************************************************************
 CJ0458  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0458  DESIGNATION -  866 6467 D TIDAL
 CJ0458  PID         -  CJ0458
 CJ0458  STATE/COUNTY-  SC/CHARLESTON
 CJ0458  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0458
 CJ0458                         *CURRENT SURVEY CONTROL
 CJ0458  ___________________________________________________________________
 CJ0458* NAD 83(1986)-  32 40 02.     (N)    079 54 53.     (W)     SCALED    
 CJ0458* NAVD 88     -         1.462  (meters)       4.80   (feet)  ADJUSTED  
 CJ0458  ___________________________________________________________________
 CJ0458  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0458  DYNAMIC HT  -           1.460 (meters)       4.79  (feet)  COMP
 CJ0458  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CJ0458
 CJ0458  VERT ORDER  -  FIRST     CLASS II
 CJ0458
 CJ0458.The horizontal coordinates were scaled from a topographic map and have
 CJ0458.an estimated accuracy of +/- 6 seconds.
 CJ0458
 CJ0458.The orthometric height was determined by differential leveling
 CJ0458.and adjusted by the National Geodetic Survey in June 1991..
 CJ0458
 CJ0458.This Tidal Bench Mark is designated as VM 4315
 CJ0458.by the Center for Operational Oceanographic Products and Services.
 CJ0458
 CJ0458.The geoid height was determined by GEOID03.
 CJ0458
 CJ0458.The dynamic height is computed by dividing the NAVD 88
 CJ0458.geopotential number by the normal gravity value computed on the
 CJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0458.degrees latitude (g = 980.6199 gals.).
 CJ0458
 CJ0458.The modeled gravity was interpolated from observed gravity values.
 CJ0458
 CJ0458;                    North         East    Units  Estimated Accuracy
 CJ0458;SPC SC       -    93,020.      711,390.      MT  (+/- 180 meters Scaled)
 CJ0458
 CJ0458                          SUPERSEDED SURVEY CONTROL
 CJ0458
 CJ0458  NGVD 29 (05/09/91)    1.757  (m)            5.76   (f) ADJUSTED    1 2
 CJ0458
 CJ0458.Superseded values are not recommended for survey control.
 CJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0458.See file dsdata.txt to determine how the superseded data were derived.
 CJ0458
 CJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS017149(NAD 83)
 CJ0458_MARKER: DJ = TIDAL STATION DISK
 CJ0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0458_SP_SET: COPPER-CLAD STEEL ROD
 CJ0458_STAMPING: 6467 D 1976
 CJ0458_MARK LOGO: NOS   
 CJ0458_PROJECTION: FLUSH
 CJ0458_MAGNETIC: I = MARKER IS A STEEL ROD
 CJ0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0458+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0458_ROD/PIPE-DEPTH: 12.2 meters
 CJ0458
 CJ0458  HISTORY     - Date     Condition        Report By
 CJ0458  HISTORY     - 1976     MONUMENTED       NOS
 CJ0458  HISTORY     - 1983     GOOD             SCGS
 CJ0458  HISTORY     - 19900517 GOOD             NGS
 CJ0458  HISTORY     - 19900918 GOOD             NGS
 CJ0458  HISTORY     - 19920817 GOOD             NGS
 CJ0458
 CJ0458                          STATION DESCRIPTION
 CJ0458
 CJ0458'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0458'IN FOLLY BEACH.
 CJ0458'THE MARK IS ABOVE LEVEL WITH EAST THIRTEENTH STREET.
 CJ0458'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE
 CJ0458'FROM THE FOLLY BEACH POST OFFICE, THENCE 0.25 KILOMETER
 CJ0458'(0.15 MILE) SOUTH ALONG STATE HIGHWAY 171, THENCE 2.9
 CJ0458'KILOMETERS (1.8 MILES) EAST ALONG ASHLEY AVENUE EAST,
 CJ0458'THENCE 0.1 KILOMETER (0.05 MILE) NORTH ALONG EAST
 CJ0458'THIRTEENTH STREET, SET NEAR A POWER POLE, 33.4 METERS
 CJ0458'(109.9 FEET) WEST NORTHWEST OF THE NORTHWEST CORNER OF
 CJ0458'A ONE STORY WOODEN HOUSE, 24.4 METERS (80.3 FEET) EAST
 CJ0458'SOUTHEAST OF THE NORTHEAST CORNER OF A TWO STORY CINDER BLOCK
 CJ0458'HOUSE, 6.5 METERS (21.4 FEET) WEST SOUTHWEST OF THE APPROXIMATE
 CJ0458'CENTER OF EAST THIRTEENTH STREET, 1.6 METERS (5.4 FEET) NORTH
 CJ0458'NORTHEAST OF POWER POLE NUMBER 93963.
 CJ0458
 CJ0458                          STATION RECOVERY (1990)
 CJ0458
 CJ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0458'2.8 KM (1.74 MI) NORTHEASTERLY ALONG EAST ASHLEY AVENUE FROM THE
 CJ0458'JUNCTION OF STATE HIGHWAY 171 IN FOLLY BEACH, 52.7 M (172.90 FT)
 CJ0458'NORTH-NORTHWEST OF THE CENTERLINE OF THE AVENUE, 17.7 M (58.07 FT)
 CJ0458'EAST OF THE EAST CORNER OF A HOUSE, 11.6 M (38.06 FT) SOUTHEAST OF
 CJ0458'THE CENTER OF A DRIVEWAY, 6.6 M (21.65 FT) WEST-SOUTHWEST OF AND
 CJ0458'LEVEL WITH THE CENTER OF EAST 13TH STREET, 2.3 M (7.55 FT)
 CJ0458'EAST-SOUTHEAST OF A CHAIN-LINK FENCE, 1.6 M (5.25 FT) NORTHEAST OF
 CJ0458'UTILITY POLE NUMBER 93963, AND 0.2 M (0.66 FT) SOUTH-SOUTHEAST OF A
 CJ0458'WITNESS POST.  NOTE--THE DISK IS CRIMPED TO A STAINLESS STEEL ROD
 CJ0458'ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 CJ0458'THIS MARK MEETS ALL REQUIREMENTS OF A CLASS A MARK.
 CJ0458
 CJ0458                          STATION RECOVERY (1990)
 CJ0458
 CJ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0458'RECOVERED IN GOOD CONDITION.
 CJ0458
 CJ0458                          STATION RECOVERY (1992)
 CJ0458
 CJ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0458'IN FOLLY BEACH, AT THE INTERSECTION OF EAST ASHLEY AVENUE AND 13TH
 CJ0458'STREET, 60.0 M (196.8 FT) NORTHWEST OF THE AVENUE CENTER, 17.7 M
 CJ0458'(58.1 FT) EAST OF THE SOUTHEAST CORNER OF A HOUSE, 11.6 M (38.1 FT)
 CJ0458'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 6.6 M (21.7 FT) SOUTHWEST OF
 CJ0458'AND LEVEL WITH THE STREET CENTER, 2.3 M (7.5 FT) EAST-SOUTHEAST OF
 CJ0458'THE EAST END OF A CHAIN-LINK FENCE, 1.6 M (5.2 FT) NORTHEAST OF
 CJ0458'UTILITY POLE NUMBER 93963 WITH A TRANSFORMER, AND 0.2 M (0.7 FT)
 CJ0458'SOUTH-SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 CJ0458'5-INCH PVC PIPE AND IS RECESSED 0.02 M (0.07 FT) BELOW THE GROUND
 CJ0458'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0457 ***********************************************************************
 CJ0457  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0457  DESIGNATION -  866 6467 E TIDAL
 CJ0457  PID         -  CJ0457
 CJ0457  STATE/COUNTY-  SC/CHARLESTON
 CJ0457  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0457
 CJ0457                         *CURRENT SURVEY CONTROL
 CJ0457  ___________________________________________________________________
 CJ0457* NAD 83(1986)-  32 40 01.     (N)    079 54 51.     (W)     SCALED    
 CJ0457* NAVD 88     -         2.314  (meters)       7.59   (feet)  ADJUSTED  
 CJ0457  ___________________________________________________________________
 CJ0457  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0457  DYNAMIC HT  -           2.312 (meters)       7.59  (feet)  COMP
 CJ0457  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CJ0457
 CJ0457  VERT ORDER  -  FIRST     CLASS II
 CJ0457
 CJ0457.The horizontal coordinates were scaled from a topographic map and have
 CJ0457.an estimated accuracy of +/- 6 seconds.
 CJ0457
 CJ0457.The orthometric height was determined by differential leveling
 CJ0457.and adjusted by the National Geodetic Survey in June 1991..
 CJ0457
 CJ0457.This Tidal Bench Mark is designated as VM 4316
 CJ0457.by the Center for Operational Oceanographic Products and Services.
 CJ0457
 CJ0457.The geoid height was determined by GEOID03.
 CJ0457
 CJ0457.The dynamic height is computed by dividing the NAVD 88
 CJ0457.geopotential number by the normal gravity value computed on the
 CJ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0457.degrees latitude (g = 980.6199 gals.).
 CJ0457
 CJ0457.The modeled gravity was interpolated from observed gravity values.
 CJ0457
 CJ0457;                    North         East    Units  Estimated Accuracy
 CJ0457;SPC SC       -    92,990.      711,450.      MT  (+/- 180 meters Scaled)
 CJ0457
 CJ0457                          SUPERSEDED SURVEY CONTROL
 CJ0457
 CJ0457  NGVD 29 (03/21/89)    2.610  (m)            8.56   (f) ADJUSTED    1 2
 CJ0457
 CJ0457.Superseded values are not recommended for survey control.
 CJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0457.See file dsdata.txt to determine how the superseded data were derived.
 CJ0457
 CJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS018148(NAD 83)
 CJ0457_MARKER: DJ = TIDAL STATION DISK
 CJ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0457_SP_SET: CONCRETE POST
 CJ0457_STAMPING: 6467 E 1976
 CJ0457_MARK LOGO: NOS   
 CJ0457_PROJECTION: FLUSH
 CJ0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0457
 CJ0457  HISTORY     - Date     Condition        Report By
 CJ0457  HISTORY     - 1976     MONUMENTED       NOS
 CJ0457  HISTORY     - 1983     GOOD             SCGS
 CJ0457  HISTORY     - 19900518 MARK NOT FOUND   NGS
 CJ0457  HISTORY     - 19920817 MARK NOT FOUND   NGS
 CJ0457
 CJ0457                          STATION DESCRIPTION
 CJ0457
 CJ0457'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0457'IN FOLLY BEACH.
 CJ0457'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE FROM
 CJ0457'THE FOLLY BEACH POST OFFICE, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0457'SOUTH ALONG STATE HIGHWAY 171, THENCE 2.9 KILOMETERS
 CJ0457'(1.8 MILES) EAST ALONG ASHLEY AVENUE EAST, SET NEAR A FIRE
 CJ0457'HYDRANT AT THE INTERSECTION OF EAST THIRTEENTH STREET, 24.4
 CJ0457'METERS (80.3 FEET) SOUTHWEST OF A POWER POLE NUMBER A4857,
 CJ0457'6.4 METERS (21.2 FEET) WEST NORTHWEST OF THE NORTHWEST CORNER
 CJ0457'OF HOUSE NUMBER 1301, 5.9 METERS (19.5 FEET) SOUTH SOUTHEAST
 CJ0457'OF THE CENTER LINE OF ASHLEY AVENUE EAST, 0.6 METER (2.0 FEET)
 CJ0457'NORTH NORTHEAST OF A FIRE HYDRANT.
 CJ0457'THE MARK IS ABOVE LEVEL WITH ASHLEY AVENUE EAST.
 CJ0457
 CJ0457                          STATION RECOVERY (1990)
 CJ0457
 CJ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0457'THERE HAS BEEN GRADING AT THE DESCRIBED LOCATION.
 CJ0457
 CJ0457                          STATION RECOVERY (1992)
 CJ0457
 CJ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0457'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0459 ***********************************************************************
 CJ0459  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0459  DESIGNATION -  866 6467 F TIDAL
 CJ0459  PID         -  CJ0459
 CJ0459  STATE/COUNTY-  SC/CHARLESTON
 CJ0459  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0459
 CJ0459                         *CURRENT SURVEY CONTROL
 CJ0459  ___________________________________________________________________
 CJ0459* NAD 83(1986)-  32 40 04.     (N)    079 54 50.     (W)     SCALED    
 CJ0459* NAVD 88     -         1.402  (meters)       4.60   (feet)  ADJUSTED  
 CJ0459  ___________________________________________________________________
 CJ0459  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0459  DYNAMIC HT  -           1.401 (meters)       4.60  (feet)  COMP
 CJ0459  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CJ0459
 CJ0459  VERT ORDER  -  FIRST     CLASS II
 CJ0459
 CJ0459.The horizontal coordinates were scaled from a topographic map and have
 CJ0459.an estimated accuracy of +/- 6 seconds.
 CJ0459
 CJ0459.The orthometric height was determined by differential leveling
 CJ0459.and adjusted by the National Geodetic Survey in June 1991..
 CJ0459
 CJ0459.This Tidal Bench Mark is designated as VM 4317
 CJ0459.by the Center for Operational Oceanographic Products and Services.
 CJ0459
 CJ0459.The geoid height was determined by GEOID03.
 CJ0459
 CJ0459.The dynamic height is computed by dividing the NAVD 88
 CJ0459.geopotential number by the normal gravity value computed on the
 CJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0459.degrees latitude (g = 980.6199 gals.).
 CJ0459
 CJ0459.The modeled gravity was interpolated from observed gravity values.
 CJ0459
 CJ0459;                    North         East    Units  Estimated Accuracy
 CJ0459;SPC SC       -    93,080.      711,470.      MT  (+/- 180 meters Scaled)
 CJ0459
 CJ0459                          SUPERSEDED SURVEY CONTROL
 CJ0459
 CJ0459  NGVD 29 (03/21/89)    1.698  (m)            5.57   (f) ADJUSTED    1 2
 CJ0459
 CJ0459.Superseded values are not recommended for survey control.
 CJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0459.See file dsdata.txt to determine how the superseded data were derived.
 CJ0459
 CJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS018149(NAD 83)
 CJ0459_MARKER: DJ = TIDAL STATION DISK
 CJ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0459_SP_SET: CONCRETE POST
 CJ0459_STAMPING: 6467 F 1983
 CJ0459_MARK LOGO: NOS   
 CJ0459_PROJECTION: FLUSH
 CJ0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0459+STABILITY: SURFACE MOTION
 CJ0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0459+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0459
 CJ0459  HISTORY     - Date     Condition        Report By
 CJ0459  HISTORY     - 1983     MONUMENTED       NOS
 CJ0459  HISTORY     - 1983     GOOD             SCGS
 CJ0459  HISTORY     - 19920817 GOOD             NGS
 CJ0459
 CJ0459                          STATION DESCRIPTION
 CJ0459
 CJ0459'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0459'IN FOLLY BEACH.
 CJ0459'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CJ0459'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE FROM
 CJ0459'THE POST OFFICE AT FOLLY BEACH, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0459'SOUTH ALONG STATE HIGHWAY 171, THENCE 2.9 KILOMETERS (1.80 MILES)
 CJ0459'NORTHEAST ALONG COUNTY ROAD S-10-52, THENCE 0.2 KILOMETER
 CJ0459'(0.1 MILE) NORTHWEST ALONG COUNTY ROAD S-10-962, SET NEAR A
 CJ0459'POWER POLE AT THE CORNER OF A CHAIN LINK FENCE, 42.1 METERS
 CJ0459'(138.0 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY
 CJ0459'ROAD S-10-1499, 8.2 METERS (27.0 FEET) WEST SOUTHWEST OF THE
 CJ0459'APPROXIMATE CENTER OF COUNTY ROAD S-10-962, 1.2 METERS (4.0
 CJ0459'FEET) EAST SOUTHEAST OF THE POWER POLE NUMBER 174759 WITH
 CJ0459'A WITNESS SIGN ATTACHED, 0.9 METER (3.0 FEET) EAST NORTHEAST
 CJ0459'OF THE CHAIN LINK FENCE.
 CJ0459
 CJ0459                          STATION RECOVERY (1992)
 CJ0459
 CJ0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0459'IN FOLLY BEACH, AT THE INTERSECTION OF EAST 13TH STREET AND TABBY
 CJ0459'DRIVE, 42.1 M (138.1 FT) SOUTH-SOUTHEAST OF THE DRIVE CENTER, 14.4 M
 CJ0459'(47.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 1215, 8.2
 CJ0459'M (26.9 FT) WEST-SOUTHWEST OF AND LEVEL WITH THE STREET CENTER, 1.2 M
 CJ0459'(3.9 FT) EAST-SOUTHEAST OF UTILITY POLE NUMBER 174759 WITH A WITNESS
 CJ0459'SIGN ATTACHED, 0.9 M (3.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 CJ0459'CHAIN-LINK FENCE, 0.8 M (2.6 FT) SOUTHEAST OF BENCH MARK 866 6467 C
 CJ0459'TIDAL, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0456 ***********************************************************************
 CJ0456  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0456  DESIGNATION -  866 6467 G TIDAL
 CJ0456  PID         -  CJ0456
 CJ0456  STATE/COUNTY-  SC/CHARLESTON
 CJ0456  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0456
 CJ0456                         *CURRENT SURVEY CONTROL
 CJ0456  ___________________________________________________________________
 CJ0456* NAD 83(1986)-  32 40 01.     (N)    079 54 50.     (W)     SCALED    
 CJ0456* NAVD 88     -         2.285  (meters)       7.50   (feet)  ADJUSTED  
 CJ0456  ___________________________________________________________________
 CJ0456  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 CJ0456  DYNAMIC HT  -           2.282 (meters)       7.49  (feet)  COMP
 CJ0456  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CJ0456
 CJ0456  VERT ORDER  -  FIRST     CLASS II
 CJ0456
 CJ0456.The horizontal coordinates were scaled from a topographic map and have
 CJ0456.an estimated accuracy of +/- 6 seconds.
 CJ0456
 CJ0456.The orthometric height was determined by differential leveling
 CJ0456.and adjusted by the National Geodetic Survey in June 1991..
 CJ0456
 CJ0456.This Tidal Bench Mark is designated as VM 4318
 CJ0456.by the Center for Operational Oceanographic Products and Services.
 CJ0456
 CJ0456.The geoid height was determined by GEOID03.
 CJ0456
 CJ0456.The dynamic height is computed by dividing the NAVD 88
 CJ0456.geopotential number by the normal gravity value computed on the
 CJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0456.degrees latitude (g = 980.6199 gals.).
 CJ0456
 CJ0456.The modeled gravity was interpolated from observed gravity values.
 CJ0456
 CJ0456;                    North         East    Units  Estimated Accuracy
 CJ0456;SPC SC       -    92,990.      711,470.      MT  (+/- 180 meters Scaled)
 CJ0456
 CJ0456                          SUPERSEDED SURVEY CONTROL
 CJ0456
 CJ0456  NGVD 29 (03/21/89)    2.580  (m)            8.46   (f) ADJUSTED    1 2
 CJ0456
 CJ0456.Superseded values are not recommended for survey control.
 CJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0456.See file dsdata.txt to determine how the superseded data were derived.
 CJ0456
 CJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS018148(NAD 83)
 CJ0456_MARKER: DJ = TIDAL STATION DISK
 CJ0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0456_SP_SET: CONCRETE POST
 CJ0456_STAMPING: 6467 G 1983
 CJ0456_MARK LOGO: NOS   
 CJ0456_PROJECTION: FLUSH
 CJ0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0456+STABILITY: SURFACE MOTION
 CJ0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0456+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 CJ0456
 CJ0456  HISTORY     - Date     Condition        Report By
 CJ0456  HISTORY     - 1983     MONUMENTED       NOS
 CJ0456  HISTORY     - 1983     GOOD             SCGS
 CJ0456  HISTORY     - 19900518 MARK NOT FOUND   NGS
 CJ0456  HISTORY     - 19920817 GOOD             NGS
 CJ0456
 CJ0456                          STATION DESCRIPTION
 CJ0456
 CJ0456'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0456'IN FOLLY BEACH.
 CJ0456'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
 CJ0456'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE FROM
 CJ0456'THE POST OFFICE AT FOLLY BEACH, THENCE 0.25 KILOMETER (0.15 MILE)
 CJ0456'SOUTH ALONG STATE HIGHWAY 171, THENCE 2.9 KILOMETERS (1.80
 CJ0456'MILES) NORTHEAST ALONG COUNTY ROAD S-10-52, SET NEAR A FIRE
 CJ0456'HYDRANT AT THE INTERSECTION OF COUNTY ROAD S-10-962, 14.6 METERS
 CJ0456'(48.2 FEET)  EAST NORTHEAST OF A POWER POLE NUMBER 93962,
 CJ0456'5.8 METERS (19.2 FEET) SOUTH SOUTHEAST OF THE CENTER LINE
 CJ0456'OF COUNTY ROAD S-10-52, 0.6 METER (2.0 FEET) WEST NORTHWEST
 CJ0456'OF THE FIRE HYDRANT.
 CJ0456
 CJ0456                          STATION RECOVERY (1990)
 CJ0456
 CJ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0456'THERE HAS BEEN GRADING AT THE DESCRIBED LOCATION.
 CJ0456
 CJ0456                          STATION RECOVERY (1992)
 CJ0456
 CJ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CJ0456'IN FOLLY BEACH, AT THE INTERSECTION OF EAST ASHLEY AVENUE AND 13TH
 CJ0456'STREET, 24.4 M (80.1 FT) SOUTHWEST OF UTILITY POLE NUMBER A4857, 19.6
 CJ0456'M (64.3 FT) SOUTHEAST OF UTILITY POLE NUMBER 27767 WITH A
 CJ0456'TRANSFORMER, 7.4 M (24.3 FT) NORTHEAST OF THE EXTENDED CENTER OF THE
 CJ0456'STREET, 5.9 M (19.4 FT) SOUTH-SOUTHEAST OF AND LEVEL WITH THE AVENUE
 CJ0456'CENTERLINE, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, AND THE
 CJ0456'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2788 ***********************************************************************
 CK2788  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2788  DESIGNATION -  866 6552 A TIDAL
 CK2788  PID         -  CK2788
 CK2788  STATE/COUNTY-  SC/CHARLESTON
 CK2788  USGS QUAD   -  ADAMS RUN (1972)
 CK2788
 CK2788                         *CURRENT SURVEY CONTROL
 CK2788  ___________________________________________________________________
 CK2788* NAD 83(1986)-  32 39 58.     (N)    080 19 02.     (W)     SCALED    
 CK2788* NAVD 88     -         1.339  (meters)       4.39   (feet)  ADJUSTED  
 CK2788  ___________________________________________________________________
 CK2788  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 CK2788  DYNAMIC HT  -           1.338 (meters)       4.39  (feet)  COMP
 CK2788  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK2788
 CK2788  VERT ORDER  -  FIRST     CLASS II
 CK2788
 CK2788.The horizontal coordinates were scaled from a topographic map and have
 CK2788.an estimated accuracy of +/- 6 seconds.
 CK2788
 CK2788.The orthometric height was determined by differential leveling
 CK2788.and adjusted by the National Geodetic Survey in June 1991..
 CK2788
 CK2788.This Tidal Bench Mark is designated as VM 4319
 CK2788.by the Center for Operational Oceanographic Products and Services.
 CK2788
 CK2788.The geoid height was determined by GEOID03.
 CK2788
 CK2788.The dynamic height is computed by dividing the NAVD 88
 CK2788.geopotential number by the normal gravity value computed on the
 CK2788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2788.degrees latitude (g = 980.6199 gals.).
 CK2788
 CK2788.The modeled gravity was interpolated from observed gravity values.
 CK2788
 CK2788;                    North         East    Units  Estimated Accuracy
 CK2788;SPC SC       -    92,570.      673,640.      MT  (+/- 180 meters Scaled)
 CK2788
 CK2788                          SUPERSEDED SURVEY CONTROL
 CK2788
 CK2788  NGVD 29 (03/21/89)    1.630  (m)            5.35   (f) ADJUSTED    1 2
 CK2788
 CK2788.Superseded values are not recommended for survey control.
 CK2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2788.See file dsdata.txt to determine how the superseded data were derived.
 CK2788
 CK2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS640144(NAD 83)
 CK2788_MARKER: DJ = TIDAL STATION DISK
 CK2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2788_SP_SET: CONCRETE POST
 CK2788_STAMPING: 6552 A 1983
 CK2788_MARK LOGO: NOS   
 CK2788_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2788+STABILITY: SURFACE MOTION
 CK2788
 CK2788  HISTORY     - Date     Condition        Report By
 CK2788  HISTORY     - 1982     MONUMENTED       NOS
 CK2788  HISTORY     - 1983     GOOD             SCGS
 CK2788
 CK2788                          STATION DESCRIPTION
 CK2788
 CK2788'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2788'9.4 KM (5.85 MI) SW FROM HOLLYWOOD.
 CK2788'5.3 KILOMETERS (3.3 MILES) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2788'OFFICE IN ADAMS RUN, THENCE 2.0 KILOMETERS (1.25 MILES) EAST ALONG
 CK2788'COUNTY ROAD S-10-88, THENCE 2.1 KILOMETERS (1.3 MILES) SOUTHERLY ALONG
 CK2788'A SAND ROAD, SET NEAR A LONE 48-INCH DOUBLE OAK TREE IN THE BACK YARD
 CK2788'OF A ONE-STORY BRICK HOUSE AND NEAR THE MARSH LINE, 31.7 METERS (104.3
 CK2788'FEET) SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 31.7 METERS
 CK2788'(104.0 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 CK2788'24.5 METERS (80.8 FEET) EAST OF A CHAIN LINK FENCE, 3.3 METERS (11.0
 CK2788'FEET) SOUTH-SOUTHWEST OF THE DOUBLE OAK TREE.
 CK2788'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2786 ***********************************************************************
 CK2786  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2786  DESIGNATION -  866 6552 B TIDAL
 CK2786  PID         -  CK2786
 CK2786  STATE/COUNTY-  SC/CHARLESTON
 CK2786  USGS QUAD   -  ADAMS RUN (1972)
 CK2786
 CK2786                         *CURRENT SURVEY CONTROL
 CK2786  ___________________________________________________________________
 CK2786* NAD 83(1986)-  32 39 58.     (N)    080 19 02.     (W)     SCALED    
 CK2786* NAVD 88     -         1.746  (meters)       5.73   (feet)  ADJUSTED  
 CK2786  ___________________________________________________________________
 CK2786  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 CK2786  DYNAMIC HT  -           1.744 (meters)       5.72  (feet)  COMP
 CK2786  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK2786
 CK2786  VERT ORDER  -  FIRST     CLASS II
 CK2786
 CK2786.The horizontal coordinates were scaled from a topographic map and have
 CK2786.an estimated accuracy of +/- 6 seconds.
 CK2786
 CK2786.The orthometric height was determined by differential leveling
 CK2786.and adjusted by the National Geodetic Survey in June 1991..
 CK2786
 CK2786.This Tidal Bench Mark is designated as VM 4320
 CK2786.by the Center for Operational Oceanographic Products and Services.
 CK2786
 CK2786.The geoid height was determined by GEOID03.
 CK2786
 CK2786.The dynamic height is computed by dividing the NAVD 88
 CK2786.geopotential number by the normal gravity value computed on the
 CK2786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2786.degrees latitude (g = 980.6199 gals.).
 CK2786
 CK2786.The modeled gravity was interpolated from observed gravity values.
 CK2786
 CK2786;                    North         East    Units  Estimated Accuracy
 CK2786;SPC SC       -    92,570.      673,640.      MT  (+/- 180 meters Scaled)
 CK2786
 CK2786                          SUPERSEDED SURVEY CONTROL
 CK2786
 CK2786  NGVD 29 (03/21/89)    2.037  (m)            6.68   (f) ADJUSTED    1 2
 CK2786
 CK2786.Superseded values are not recommended for survey control.
 CK2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2786.See file dsdata.txt to determine how the superseded data were derived.
 CK2786
 CK2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS640144(NAD 83)
 CK2786_MARKER: DJ = TIDAL STATION DISK
 CK2786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2786_SP_SET: STAINLESS STEEL ROD
 CK2786_STAMPING: 6552 B 1982
 CK2786_MARK LOGO: NOS   
 CK2786_PROJECTION: FLUSH
 CK2786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2786_ROD/PIPE-DEPTH: 6.10 meters
 CK2786
 CK2786  HISTORY     - Date     Condition        Report By
 CK2786  HISTORY     - 1982     MONUMENTED       NOS
 CK2786  HISTORY     - 1983     GOOD             SCGS
 CK2786
 CK2786                          STATION DESCRIPTION
 CK2786
 CK2786'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2786'9.4 KM (5.85 MI) SW FROM HOLLYWOOD.
 CK2786'5.3 KILOMETERS (3.3 MILES) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2786'OFFICE IN ADAMS RUN, THENCE 2.0 KILOMETERS (1.25 MILES) EAST ALONG
 CK2786'COUNTY ROAD S-10-88, THENCE 2.1 KILOMETERS (1.3 MILES) SOUTHERLY ALONG
 CK2786'A SAND ROAD, SET NEAR THE NORTHWEST CORNER OF A CHAIN LINK FENCE
 CK2786'SURROUNDING A ONE-STORY BRICK HOUSE, 0.7 METER (2.4 FEET)
 CK2786'WEST-NORTHWEST OF THE FACE OF THE 4-FOOT CHAIN LINK FENCE, 2.1 METERS
 CK2786'(7.0 FEET) SOUTHWEST OF POWER POLE NUMBER 94328, 9.3 METERS (30.9
 CK2786'FEET) NORTHEAST OF THE SOUTHEAST CORNER OF A THREE-STALL GARAGE,
 CK2786'9.5 METERS (31.4 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CK2786'THE SAND ROAD.
 CK2786'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2787 ***********************************************************************
 CK2787  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2787  DESIGNATION -  866 6552 C TIDAL
 CK2787  PID         -  CK2787
 CK2787  STATE/COUNTY-  SC/CHARLESTON
 CK2787  USGS QUAD   -  ADAMS RUN (1972)
 CK2787
 CK2787                         *CURRENT SURVEY CONTROL
 CK2787  ___________________________________________________________________
 CK2787* NAD 83(1986)-  32 39 58.     (N)    080 19 02.     (W)     SCALED    
 CK2787* NAVD 88     -         2.053  (meters)       6.74   (feet)  ADJUSTED  
 CK2787  ___________________________________________________________________
 CK2787  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 CK2787  DYNAMIC HT  -           2.050 (meters)       6.73  (feet)  COMP
 CK2787  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK2787
 CK2787  VERT ORDER  -  FIRST     CLASS II
 CK2787
 CK2787.The horizontal coordinates were scaled from a topographic map and have
 CK2787.an estimated accuracy of +/- 6 seconds.
 CK2787
 CK2787.The orthometric height was determined by differential leveling
 CK2787.and adjusted by the National Geodetic Survey in June 1991..
 CK2787
 CK2787.This Tidal Bench Mark is designated as VM 4321
 CK2787.by the Center for Operational Oceanographic Products and Services.
 CK2787
 CK2787.The geoid height was determined by GEOID03.
 CK2787
 CK2787.The dynamic height is computed by dividing the NAVD 88
 CK2787.geopotential number by the normal gravity value computed on the
 CK2787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2787.degrees latitude (g = 980.6199 gals.).
 CK2787
 CK2787.The modeled gravity was interpolated from observed gravity values.
 CK2787
 CK2787;                    North         East    Units  Estimated Accuracy
 CK2787;SPC SC       -    92,570.      673,640.      MT  (+/- 180 meters Scaled)
 CK2787
 CK2787                          SUPERSEDED SURVEY CONTROL
 CK2787
 CK2787  NGVD 29 (03/21/89)    2.344  (m)            7.69   (f) ADJUSTED    1 2
 CK2787
 CK2787.Superseded values are not recommended for survey control.
 CK2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2787.See file dsdata.txt to determine how the superseded data were derived.
 CK2787
 CK2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS640144(NAD 83)
 CK2787_MARKER: DJ = TIDAL STATION DISK
 CK2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2787_SP_SET: CONCRETE POST
 CK2787_STAMPING: 6552 C 1982
 CK2787_MARK LOGO: NOS   
 CK2787_PROJECTION: FLUSH
 CK2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2787+STABILITY: SURFACE MOTION
 CK2787
 CK2787  HISTORY     - Date     Condition        Report By
 CK2787  HISTORY     - 1982     MONUMENTED       NOS
 CK2787  HISTORY     - 1983     GOOD             SCGS
 CK2787
 CK2787                          STATION DESCRIPTION
 CK2787
 CK2787'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2787'9.4 KM (5.85 MI) SW FROM HOLLYWOOD.
 CK2787'5.3 KILOMETERS (3.3 MILES) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2787'OFFICE IN ADAMS RUN, THENCE 2.0 KILOMETERS (1.25 MILES) EAST ALONG
 CK2787'COUNTY ROAD S-10-88, THENCE 2.1 KILOMETERS (1.3 MILES) SOUTHERLY ALONG
 CK2787'A SAND ROAD, SET NEAR A POWER POLE IN THE FRONT YARD OF A ONE-STORY
 CK2787'BRICK HOUSE, 29.9 METERS (98.6 FEET) EAST-WESTEAST OF THE NORTHEAST
 CK2787'CORNER OF A CHAIN LINK FENCE, 17.7 METERS (58.3 FEET) NORTH-NORTHEAST
 CK2787'OF THE NORTHEAST CORNER OF THE HOUSE, 8.4 METERS (27.7 FEET) SOUTH OF
 CK2787'THE APPROXIMATE CENTER OF THE SAND ROAD, 0.9 METER (3.2 FEET)
 CK2787'SOUTH-SOUTHWEST OF POWER POLE NUMBER 94325.
 CK2787'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2784 ***********************************************************************
 CK2784  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2784  DESIGNATION -  866 6552 D TIDAL
 CK2784  PID         -  CK2784
 CK2784  STATE/COUNTY-  SC/CHARLESTON
 CK2784  USGS QUAD   -  ADAMS RUN (1972)
 CK2784
 CK2784                         *CURRENT SURVEY CONTROL
 CK2784  ___________________________________________________________________
 CK2784* NAD 83(1986)-  32 39 54.     (N)    080 19 16.     (W)     SCALED    
 CK2784* NAVD 88     -         1.597  (meters)       5.24   (feet)  ADJUSTED  
 CK2784  ___________________________________________________________________
 CK2784  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 CK2784  DYNAMIC HT  -           1.595 (meters)       5.23  (feet)  COMP
 CK2784  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 CK2784
 CK2784  VERT ORDER  -  FIRST     CLASS II
 CK2784
 CK2784.The horizontal coordinates were scaled from a topographic map and have
 CK2784.an estimated accuracy of +/- 6 seconds.
 CK2784
 CK2784.The orthometric height was determined by differential leveling
 CK2784.and adjusted by the National Geodetic Survey in June 1991..
 CK2784
 CK2784.This Tidal Bench Mark is designated as VM 4322
 CK2784.by the Center for Operational Oceanographic Products and Services.
 CK2784
 CK2784.The geoid height was determined by GEOID03.
 CK2784
 CK2784.The dynamic height is computed by dividing the NAVD 88
 CK2784.geopotential number by the normal gravity value computed on the
 CK2784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2784.degrees latitude (g = 980.6199 gals.).
 CK2784
 CK2784.The modeled gravity was interpolated from observed gravity values.
 CK2784
 CK2784;                    North         East    Units  Estimated Accuracy
 CK2784;SPC SC       -    92,440.      673,280.      MT  (+/- 180 meters Scaled)
 CK2784
 CK2784                          SUPERSEDED SURVEY CONTROL
 CK2784
 CK2784  NGVD 29 (03/21/89)    1.888  (m)            6.19   (f) ADJUSTED    1 2
 CK2784
 CK2784.Superseded values are not recommended for survey control.
 CK2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2784.See file dsdata.txt to determine how the superseded data were derived.
 CK2784
 CK2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS636143(NAD 83)
 CK2784_MARKER: DJ = TIDAL STATION DISK
 CK2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2784_SP_SET: CONCRETE POST
 CK2784_STAMPING: 6552 D 1982
 CK2784_MARK LOGO: NOS   
 CK2784_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2784+STABILITY: SURFACE MOTION
 CK2784
 CK2784  HISTORY     - Date     Condition        Report By
 CK2784  HISTORY     - 1982     MONUMENTED       NOS
 CK2784  HISTORY     - 1983     GOOD             SCGS
 CK2784
 CK2784                          STATION DESCRIPTION
 CK2784
 CK2784'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2784'9.4 KM (5.85 MI) SW FROM HOLLYWOOD.
 CK2784'5.3 KILOMETERS (3.3 MILES) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2784'OFFICE IN ADAMS RUN, THENCE 2.0 KILOMETERS (1.25 MILES) EAST ALONG
 CK2784'COUNTY ROAD S-10-88, THENCE 1.9 KILOMETERS (1.2 MILES) SOUTHERLY ALONG
 CK2784'A SAND ROAD, SET NEAR A POWER POLE AT A CURVE IN THE SAND ROAD,
 CK2784'1.2 METERS (4.0 FEET) NORTH OF POWER POLE NUMBER 94334 WITH WITNESS
 CK2784'SIGN ATTACHED, 9.4 METERS (31.0 FEET) WEST-SOUTHWEST OF A 48-INCH
 CK2784'BLAZED PINE TREE, 8.2 METERS (27.0 FEET) NORTH-NORTHWEST OF THE
 CK2784'APPROXIMATE CENTER OF THE SAND ROAD.
 CK2784'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2785 ***********************************************************************
 CK2785  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2785  DESIGNATION -  866 6552 E TIDAL
 CK2785  PID         -  CK2785
 CK2785  STATE/COUNTY-  SC/CHARLESTON
 CK2785  USGS QUAD   -  ADAMS RUN (1972)
 CK2785
 CK2785                         *CURRENT SURVEY CONTROL
 CK2785  ___________________________________________________________________
 CK2785* NAD 83(1986)-  32 39 52.     (N)    080 19 15.     (W)     SCALED    
 CK2785* NAVD 88     -         1.358  (meters)       4.46   (feet)  ADJUSTED  
 CK2785  ___________________________________________________________________
 CK2785  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 CK2785  DYNAMIC HT  -           1.356 (meters)       4.45  (feet)  COMP
 CK2785  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 CK2785
 CK2785  VERT ORDER  -  FIRST     CLASS II
 CK2785
 CK2785.The horizontal coordinates were scaled from a topographic map and have
 CK2785.an estimated accuracy of +/- 6 seconds.
 CK2785
 CK2785.The orthometric height was determined by differential leveling
 CK2785.and adjusted by the National Geodetic Survey in June 1991..
 CK2785
 CK2785.This Tidal Bench Mark is designated as VM 4323
 CK2785.by the Center for Operational Oceanographic Products and Services.
 CK2785
 CK2785.The geoid height was determined by GEOID03.
 CK2785
 CK2785.The dynamic height is computed by dividing the NAVD 88
 CK2785.geopotential number by the normal gravity value computed on the
 CK2785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2785.degrees latitude (g = 980.6199 gals.).
 CK2785
 CK2785.The modeled gravity was interpolated from observed gravity values.
 CK2785
 CK2785;                    North         East    Units  Estimated Accuracy
 CK2785;SPC SC       -    92,380.      673,310.      MT  (+/- 180 meters Scaled)
 CK2785
 CK2785                          SUPERSEDED SURVEY CONTROL
 CK2785
 CK2785  NGVD 29 (03/21/89)    1.649  (m)            5.41   (f) ADJUSTED    1 2
 CK2785
 CK2785.Superseded values are not recommended for survey control.
 CK2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2785.See file dsdata.txt to determine how the superseded data were derived.
 CK2785
 CK2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS636142(NAD 83)
 CK2785_MARKER: DJ = TIDAL STATION DISK
 CK2785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2785_SP_SET: STAINLESS STEEL ROD
 CK2785_STAMPING: 6552 E 1982
 CK2785_MARK LOGO: NOS   
 CK2785_PROJECTION: FLUSH
 CK2785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2785_ROD/PIPE-DEPTH: 6.10 meters
 CK2785
 CK2785  HISTORY     - Date     Condition        Report By
 CK2785  HISTORY     - 1982     MONUMENTED       NOS
 CK2785  HISTORY     - 1983     GOOD             SCGS
 CK2785
 CK2785                          STATION DESCRIPTION
 CK2785
 CK2785'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2785'9.1 KM (5.65 MI) SW FROM HOLLYWOOD.
 CK2785'5.3 KILOMETERS (3.3 MILES) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2785'OFFICE IN ADAMS RUN, THENCE 2.0 KILOMETERS (1.25 MILES) EAST ALONG
 CK2785'COUNTY ROAD S-10-88, THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHERLY ALONG
 CK2785'A SAND ROAD, SET NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF THE
 CK2785'INTERSECTION OF A GRASS DRIVE, 18.3 METERS (60.3 FEET) NORTH-NORTHWEST
 CK2785'OF THE NORTHWEST CORNER OF A OPEN STALL GARAGE, 9.1 METERS (30.2 FEET)
 CK2785'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 4.3 METERS
 CK2785'(14.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A GRASS DRIVE,
 CK2785'29.6 METERS (97.0 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 CK2785'CHAIN LINK FENCE, 3.5 METERS (11.8 FEET) SOUTH-SOUTHEAST OF POWER POLE
 CK2785'NUMBER 94332.
 CK2785'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0450 ***********************************************************************
 CJ0450  DESIGNATION -  866 6617 TIDAL 1
 CJ0450  PID         -  CJ0450
 CJ0450  STATE/COUNTY-  SC/CHARLESTON
 CJ0450  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0450
 CJ0450                         *CURRENT SURVEY CONTROL
 CJ0450  ___________________________________________________________________
 CJ0450* NAD 83(1986)-  32 39 25.     (N)    079 57 14.     (W)     SCALED    
 CJ0450* NAVD 88     -         3.799  (meters)      12.46   (feet)  ADJUSTED  
 CJ0450  ___________________________________________________________________
 CJ0450  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0450  DYNAMIC HT  -           3.795 (meters)      12.45  (feet)  COMP
 CJ0450  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CJ0450
 CJ0450  VERT ORDER  -  FIRST     CLASS II
 CJ0450
 CJ0450.The horizontal coordinates were scaled from a topographic map and have
 CJ0450.an estimated accuracy of +/- 6 seconds.
 CJ0450
 CJ0450.The orthometric height was determined by differential leveling
 CJ0450.and adjusted by the National Geodetic Survey in June 1991..
 CJ0450
 CJ0450.The geoid height was determined by GEOID03.
 CJ0450
 CJ0450.The dynamic height is computed by dividing the NAVD 88
 CJ0450.geopotential number by the normal gravity value computed on the
 CJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0450.degrees latitude (g = 980.6199 gals.).
 CJ0450
 CJ0450.The modeled gravity was interpolated from observed gravity values.
 CJ0450
 CJ0450;                    North         East    Units  Estimated Accuracy
 CJ0450;SPC SC       -    91,840.      707,730.      MT  (+/- 180 meters Scaled)
 CJ0450
 CJ0450                          SUPERSEDED SURVEY CONTROL
 CJ0450
 CJ0450  NGVD 29 (03/21/89)    4.097  (m)           13.44   (f) ADJUSTED    1 2
 CJ0450
 CJ0450.Superseded values are not recommended for survey control.
 CJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0450.See file dsdata.txt to determine how the superseded data were derived.
 CJ0450
 CJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS981137(NAD 83)
 CJ0450_MARKER: DJ = TIDAL STATION DISK
 CJ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0450_SP_SET: CONCRETE POST
 CJ0450_STAMPING: I
 CJ0450_MARK LOGO: CGS   
 CJ0450_PROJECTION: PROJECTING 5 CENTIMETERS
 CJ0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0450
 CJ0450  HISTORY     - Date     Condition        Report By
 CJ0450  HISTORY     - 1921     MONUMENTED       CGS
 CJ0450  HISTORY     - 1983     GOOD             SCGS
 CJ0450
 CJ0450                          STATION DESCRIPTION
 CJ0450
 CJ0450'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0450'IN FOLLY BEACH.
 CJ0450'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE FROM
 CJ0450'THE FOLLY BEACH POST OFFICE, THENCE 0.1 KILOMETER (0.05 MILE)
 CJ0450'SOUTH ALONG STATE HIGHWAY 171, THENCE 0.5 KILOMETER (0.3 MILE)
 CJ0450'WEST ALONG COUNTY ROAD S-10-244 TO END OF PAVEMENT, CONTINUE
 CJ0450'AHEAD 0.9 KILOMETER (0.55 MILE) WEST ALONG A SAND ROAD (WHICH
 CJ0450'IS A PRIVATE DRIVE), BEAR RIGHT FOR 0.2 KILOMETER
 CJ0450'(0.1 MILE) TO A WOODEN BOAT DOCK, SET APPROXIMATELY 200
 CJ0450'FEET SOUTHWEST OF TRIANGULATION STATION KAROW, 54.4 METERS
 CJ0450'(178.5 FEET) NORTH NORTHEAST OF TIDAL NO 4 1934, 3.1 METERS
 CJ0450'(10.3 FEET) SOUTH SOUTHEAST OF A 16 INCH BLAZED PINE TREE,
 CJ0450'2.7 METERS (9.0 FEET) NORTHWEST OF A DIM TRAIL.
 CJ0450'THE MARK IS ABOVE LEVEL WITH DIM TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0446 ***********************************************************************
 CJ0446  DESIGNATION -  866 6617 TIDAL 3
 CJ0446  PID         -  CJ0446
 CJ0446  STATE/COUNTY-  SC/CHARLESTON
 CJ0446  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0446
 CJ0446                         *CURRENT SURVEY CONTROL
 CJ0446  ___________________________________________________________________
 CJ0446* NAD 83(1986)-  32 39 25.     (N)    079 57 14.     (W)     SCALED    
 CJ0446* NAVD 88     -         2.587  (meters)       8.49   (feet)  ADJUSTED  
 CJ0446  ___________________________________________________________________
 CJ0446  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0446  DYNAMIC HT  -           2.584 (meters)       8.48  (feet)  COMP
 CJ0446  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CJ0446
 CJ0446  VERT ORDER  -  FIRST     CLASS II
 CJ0446
 CJ0446.The horizontal coordinates were scaled from a topographic map and have
 CJ0446.an estimated accuracy of +/- 6 seconds.
 CJ0446
 CJ0446.The orthometric height was determined by differential leveling
 CJ0446.and adjusted by the National Geodetic Survey in June 1991..
 CJ0446
 CJ0446.The geoid height was determined by GEOID03.
 CJ0446
 CJ0446.The dynamic height is computed by dividing the NAVD 88
 CJ0446.geopotential number by the normal gravity value computed on the
 CJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0446.degrees latitude (g = 980.6199 gals.).
 CJ0446
 CJ0446.The modeled gravity was interpolated from observed gravity values.
 CJ0446
 CJ0446;                    North         East    Units  Estimated Accuracy
 CJ0446;SPC SC       -    91,840.      707,730.      MT  (+/- 180 meters Scaled)
 CJ0446
 CJ0446                          SUPERSEDED SURVEY CONTROL
 CJ0446
 CJ0446  NGVD 29 (03/21/89)    2.884  (m)            9.46   (f) ADJUSTED    1 2
 CJ0446
 CJ0446.Superseded values are not recommended for survey control.
 CJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0446.See file dsdata.txt to determine how the superseded data were derived.
 CJ0446
 CJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS981137(NAD 83)
 CJ0446_MARKER: DJ = TIDAL STATION DISK
 CJ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0446_SP_SET: CONCRETE POST
 CJ0446_STAMPING: III
 CJ0446_MARK LOGO: CGS   
 CJ0446_PROJECTION: FLUSH
 CJ0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0446
 CJ0446  HISTORY     - Date     Condition        Report By
 CJ0446  HISTORY     - 1921     MONUMENTED       CGS
 CJ0446  HISTORY     - 1983     GOOD             SCGS
 CJ0446
 CJ0446                          STATION DESCRIPTION
 CJ0446
 CJ0446'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0446'IN FOLLY BEACH.
 CJ0446'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN AVENUE
 CJ0446'FROM THE FOLLY BEACH POST OFFICE, THENCE 0.1 KILOMETER
 CJ0446'(0.05 MILE) SOJTH ALONG STATE HIGHWAY 171, THENCE 0.5 KILOMETER
 CJ0446'(0.3 MILE) WEST ALONG COUNTY ROAD S-10-244 TO END OF PAVEMENT,
 CJ0446'CONTINUE AHEAD 0.9 KILOMETER (0.55 MILE) WEST ALONG A SAND ROAD
 CJ0446'(WHICH IS A PRIVATE DRIVE), FROM THIS POINT BEAR
 CJ0446'RIGHT FOR 0.2 KILOMETER (0.1 MILE) TO A WOODEN BOAT DOCK, SET
 CJ0446'NEAR A 60 INCH BLAZED PINE TREE, 23.0 METERS (75.5 FEET) EAST
 CJ0446'SOUTHEAST OF THE END OF THE BOAT DOCK, 15.8 METERS (51.9
 CJ0446'FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF A GRASSY ROAD,
 CJ0446'6.6 METERS (21.7 FEET) SOUTHWEST OF THE 60 INCH BLAZED PINE TREE.
 CJ0446'THE MARK IS 0.60 M ABOVE GRASSY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0449 ***********************************************************************
 CJ0449  DESIGNATION -  866 6617 TIDAL 4
 CJ0449  PID         -  CJ0449
 CJ0449  STATE/COUNTY-  SC/CHARLESTON
 CJ0449  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0449
 CJ0449                         *CURRENT SURVEY CONTROL
 CJ0449  ___________________________________________________________________
 CJ0449* NAD 83(1986)-  32 39 25.     (N)    079 57 14.     (W)     SCALED    
 CJ0449* NAVD 88     -         4.525  (meters)      14.85   (feet)  ADJUSTED  
 CJ0449  ___________________________________________________________________
 CJ0449  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 CJ0449  DYNAMIC HT  -           4.520 (meters)      14.83  (feet)  COMP
 CJ0449  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CJ0449
 CJ0449  VERT ORDER  -  FIRST     CLASS II
 CJ0449
 CJ0449.The horizontal coordinates were scaled from a topographic map and have
 CJ0449.an estimated accuracy of +/- 6 seconds.
 CJ0449
 CJ0449.The orthometric height was determined by differential leveling
 CJ0449.and adjusted by the National Geodetic Survey in June 1991..
 CJ0449
 CJ0449.The geoid height was determined by GEOID03.
 CJ0449
 CJ0449.The dynamic height is computed by dividing the NAVD 88
 CJ0449.geopotential number by the normal gravity value computed on the
 CJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0449.degrees latitude (g = 980.6199 gals.).
 CJ0449
 CJ0449.The modeled gravity was interpolated from observed gravity values.
 CJ0449
 CJ0449;                    North         East    Units  Estimated Accuracy
 CJ0449;SPC SC       -    91,840.      707,730.      MT  (+/- 180 meters Scaled)
 CJ0449
 CJ0449                          SUPERSEDED SURVEY CONTROL
 CJ0449
 CJ0449  NGVD 29 (03/21/89)    4.823  (m)           15.82   (f) ADJUSTED    1 2
 CJ0449
 CJ0449.Superseded values are not recommended for survey control.
 CJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0449.See file dsdata.txt to determine how the superseded data were derived.
 CJ0449
 CJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS981137(NAD 83)
 CJ0449_MARKER: DJ = TIDAL STATION DISK
 CJ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0449_SP_SET: CONCRETE POST
 CJ0449_STAMPING: NO. 4 1934
 CJ0449_MARK LOGO: CGS   
 CJ0449_PROJECTION: FLUSH
 CJ0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0449
 CJ0449  HISTORY     - Date     Condition        Report By
 CJ0449  HISTORY     - 1934     MONUMENTED       CGS
 CJ0449  HISTORY     - 1983     GOOD             SCGS
 CJ0449
 CJ0449                          STATION DESCRIPTION
 CJ0449
 CJ0449'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0449'IN FOLLY BEACH.
 CJ0449'0.1 KILOMETER (0.05 MILE) WEST ALONG EAST INDIAN
 CJ0449'AVENUE FROM THE FOLLY BEACH POST OFFICE, THENCE
 CJ0449'0.1 KILOMETER (0.05 MILE) SOUTH ALONG STATE HIGHWAY
 CJ0449'171, THENCE 0.5 KILOMETER (0.3 MILE) WEST ALONG COUNTY
 CJ0449'ROAD S-10-244 TO END OF PAVEMENT, CONTINUE AHEAD 0.9
 CJ0449'KILOMETER (0.55 MILE) WEST ALONG A SAND ROAD (WHICH
 CJ0449'IS A PRIVATE DRIVE), FROM THIS POINT BEAR RIGHT FOR
 CJ0449'0.2 KILOMETER (0.1 MILE) TO A WOODEN BOAT DOCK, SET NEAR
 CJ0449'A TOMBSTONE WITH THE NAME OF THOMAS GILLESFIE, APPROXIMATELY
 CJ0449'700 FEET SOUTH OF TRIANGULATION STATION KAROW, 4.1 METERS
 CJ0449'(13.5 FEET) WEST NORTHWEST OF THE APPROXIMATE CENTER OF A
 CJ0449'DIM TRAIL, 4.0 METERS (13.2 FEET) NORTHEAST OF THE TOMBSTONE,
 CJ0449'3.5 METERS (11.4 FEET) NORTH NORTHWEST OF A DOUBLE 12 INCH
 CJ0449'PINE TREE.
 CJ0449'THE MARK IS 1.00 M ABOVE MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0441 ***********************************************************************
 CJ0441  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0441  DESIGNATION -  866 6652 B TIDAL
 CJ0441  PID         -  CJ0441
 CJ0441  STATE/COUNTY-  SC/CHARLESTON
 CJ0441  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0441
 CJ0441                         *CURRENT SURVEY CONTROL
 CJ0441  ___________________________________________________________________
 CJ0441* NAD 83(1986)-  32 39 46.     (N)    079 56 38.     (W)     SCALED    
 CJ0441* NAVD 88     -         1.496  (meters)       4.91   (feet)  ADJUSTED  
 CJ0441  ___________________________________________________________________
 CJ0441  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 CJ0441  DYNAMIC HT  -           1.494 (meters)       4.90  (feet)  COMP
 CJ0441  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 CJ0441
 CJ0441  VERT ORDER  -  FIRST     CLASS II
 CJ0441
 CJ0441.The horizontal coordinates were scaled from a topographic map and have
 CJ0441.an estimated accuracy of +/- 6 seconds.
 CJ0441
 CJ0441.The orthometric height was determined by differential leveling
 CJ0441.and adjusted by the National Geodetic Survey in June 1991..
 CJ0441
 CJ0441.This Tidal Bench Mark is designated as VM 4330
 CJ0441.by the Center for Operational Oceanographic Products and Services.
 CJ0441
 CJ0441.The geoid height was determined by GEOID03.
 CJ0441
 CJ0441.The dynamic height is computed by dividing the NAVD 88
 CJ0441.geopotential number by the normal gravity value computed on the
 CJ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0441.degrees latitude (g = 980.6199 gals.).
 CJ0441
 CJ0441.The modeled gravity was interpolated from observed gravity values.
 CJ0441
 CJ0441;                    North         East    Units  Estimated Accuracy
 CJ0441;SPC SC       -    92,490.      708,660.      MT  (+/- 180 meters Scaled)
 CJ0441
 CJ0441                          SUPERSEDED SURVEY CONTROL
 CJ0441
 CJ0441  NGVD 29 (05/09/91)    1.793  (m)            5.88   (f) ADJUSTED    1 2
 CJ0441
 CJ0441.Superseded values are not recommended for survey control.
 CJ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0441.See file dsdata.txt to determine how the superseded data were derived.
 CJ0441
 CJ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990143(NAD 83)
 CJ0441_MARKER: DJ = TIDAL STATION DISK
 CJ0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0441_SP_SET: STAINLESS STEEL ROD
 CJ0441_STAMPING: 6652 B 1976
 CJ0441_MARK LOGO: NOS   
 CJ0441_PROJECTION: FLUSH
 CJ0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CJ0441+STABILITY: POSITION/ELEVATION WELL
 CJ0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0441+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0441_ROD/PIPE-DEPTH: 10.6 meters
 CJ0441
 CJ0441  HISTORY     - Date     Condition        Report By
 CJ0441  HISTORY     - 1976     MONUMENTED       NOS
 CJ0441  HISTORY     - 1983     GOOD             SCGS
 CJ0441  HISTORY     - 19900518 GOOD             NGS
 CJ0441
 CJ0441                          STATION DESCRIPTION
 CJ0441
 CJ0441'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0441'8.5 KM (5.3 MI) SOUTH FROM CENTERVILLE.
 CJ0441'12.3 KILOMETERS (7.65 MILES) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0441'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, SET NEAR
 CJ0441'A POWER POLE WITH 3 GUY WIRES SUPPORTING ELECTRICAL LINE ON
 CJ0441'EAST SIDE OF HIGHWAY, 5.8 METERS (19.0 FEET) WEST SOUTHWEST
 CJ0441'OF POWER POLE NUMBER 33952 WITH A TRANSFORMER AND 7 GUY WIRES,
 CJ0441'9.1 METERS (30.2 FEET) EAST NORTHEAST OF THE APPROXIMATE CENTER
 CJ0441'OF THE HIGHWAY, 83.6 METERS (274.7 FEET) NORTH OF THE
 CJ0441'NORTHEAST CORNER OF THE BRIDGE, 34.2 METERS
 CJ0441'(112.8 FEET) EAST SOUTHEAST OF 866 6652 E TIDAL.
 CJ0441'THE MARK IS 0.40 METERS  WSW FROM A WITNESS POST.
 CJ0441'THE MARK IS 1.00 M BELOW HIGHWAY.
 CJ0441
 CJ0441                          STATION RECOVERY (1990)
 CJ0441
 CJ0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0439 ***********************************************************************
 CJ0439  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0439  DESIGNATION -  866 6652 D TIDAL
 CJ0439  PID         -  CJ0439
 CJ0439  STATE/COUNTY-  SC/CHARLESTON
 CJ0439  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0439
 CJ0439                         *CURRENT SURVEY CONTROL
 CJ0439  ___________________________________________________________________
 CJ0439* NAD 83(1986)-  32 39 49.     (N)    079 56 40.     (W)     SCALED    
 CJ0439* NAVD 88     -         1.704  (meters)       5.59   (feet)  ADJUSTED  
 CJ0439  ___________________________________________________________________
 CJ0439  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 CJ0439  DYNAMIC HT  -           1.702 (meters)       5.58  (feet)  COMP
 CJ0439  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CJ0439
 CJ0439  VERT ORDER  -  FIRST     CLASS II
 CJ0439
 CJ0439.The horizontal coordinates were scaled from a topographic map and have
 CJ0439.an estimated accuracy of +/- 6 seconds.
 CJ0439
 CJ0439.The orthometric height was determined by differential leveling
 CJ0439.and adjusted by the National Geodetic Survey in June 1991..
 CJ0439
 CJ0439.This Tidal Bench Mark is designated as VM 4331
 CJ0439.by the Center for Operational Oceanographic Products and Services.
 CJ0439
 CJ0439.The geoid height was determined by GEOID03.
 CJ0439
 CJ0439.The dynamic height is computed by dividing the NAVD 88
 CJ0439.geopotential number by the normal gravity value computed on the
 CJ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0439.degrees latitude (g = 980.6199 gals.).
 CJ0439
 CJ0439.The modeled gravity was interpolated from observed gravity values.
 CJ0439
 CJ0439;                    North         East    Units  Estimated Accuracy
 CJ0439;SPC SC       -    92,590.      708,610.      MT  (+/- 180 meters Scaled)
 CJ0439
 CJ0439                          SUPERSEDED SURVEY CONTROL
 CJ0439
 CJ0439  NGVD 29 (05/09/91)    2.001  (m)            6.56   (f) ADJUSTED    1 2
 CJ0439
 CJ0439.Superseded values are not recommended for survey control.
 CJ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0439.See file dsdata.txt to determine how the superseded data were derived.
 CJ0439
 CJ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS989144(NAD 83)
 CJ0439_MARKER: DJ = TIDAL STATION DISK
 CJ0439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CJ0439_SP_SET: COPPER-CLAD STEEL ROD
 CJ0439_STAMPING: 6652 D 1976
 CJ0439_MARK LOGO: NOS   
 CJ0439_PROJECTION: PROJECTING 7 CENTIMETERS
 CJ0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ0439+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0439
 CJ0439  HISTORY     - Date     Condition        Report By
 CJ0439  HISTORY     - 1976     MONUMENTED       NOS
 CJ0439  HISTORY     - 1983     GOOD             SCGS
 CJ0439  HISTORY     - 19900518 GOOD             NGS
 CJ0439
 CJ0439                          STATION DESCRIPTION
 CJ0439
 CJ0439'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0439'8.5 KM (5.3 MI) SOUTH FROM CENTERVILLE.
 CJ0439'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CJ0439'12.3 KILOMETERS (7.65 MILES) SOUTH ALONG STATE HIGHWAY 171 FROM
 CJ0439'THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, SET NEAR
 CJ0439'A POWER POLE ACROSS FROM THE ENTRANCE TO MARINERS CAY,
 CJ0439'7.9 METERS (26.0 FEET) NORTH OF THE APPROXIMATE CENTER OF
 CJ0439'A WATER GULLY, 1.6 METERS (5.7 FEET) NORTHWEST OF POWER
 CJ0439'POLE NUMBER A6434 WITH 3 GUY WIRES, 11.0 METERS (36.4 FEET)
 CJ0439'WEST SOUTHWEST OF THE CENTER LINE OF HIGHWAY.
 CJ0439'THE MARK IS 0.50 METERS  NE FROM A WITNESS POST.
 CJ0439
 CJ0439                          STATION RECOVERY (1990)
 CJ0439
 CJ0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0439'THE DESCRIBED AREA HAS BEEN LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0442 ***********************************************************************
 CJ0442  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0442  DESIGNATION -  866 6652 E TIDAL
 CJ0442  PID         -  CJ0442
 CJ0442  STATE/COUNTY-  SC/CHARLESTON
 CJ0442  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0442
 CJ0442                         *CURRENT SURVEY CONTROL
 CJ0442  ___________________________________________________________________
 CJ0442* NAD 83(1986)-  32 39 46.     (N)    079 56 38.     (W)     SCALED    
 CJ0442* NAVD 88     -         2.162  (meters)       7.09   (feet)  POSTED    
 CJ0442  ___________________________________________________________________
 CJ0442  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 CJ0442  DYNAMIC HT  -           2.160 (meters)       7.09  (feet)  COMP
 CJ0442  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 CJ0442
 CJ0442  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CJ0442
 CJ0442.The horizontal coordinates were scaled from a topographic map and have
 CJ0442.an estimated accuracy of +/- 6 seconds.
 CJ0442
 CJ0442.The orthometric height was determined by differential leveling
 CJ0442.and adjusted by the National Geodetic Survey in 1992..
 CJ0442.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CJ0442.rate greater than 8.0 mm/km.
 CJ0442
 CJ0442.This Tidal Bench Mark is designated as VM 4332
 CJ0442.by the Center for Operational Oceanographic Products and Services.
 CJ0442
 CJ0442.The geoid height was determined by GEOID03.
 CJ0442
 CJ0442.The dynamic height is computed by dividing the NAVD 88
 CJ0442.geopotential number by the normal gravity value computed on the
 CJ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0442.degrees latitude (g = 980.6199 gals.).
 CJ0442
 CJ0442.The modeled gravity was interpolated from observed gravity values.
 CJ0442
 CJ0442;                    North         East    Units  Estimated Accuracy
 CJ0442;SPC SC       -    92,490.      708,660.      MT  (+/- 180 meters Scaled)
 CJ0442
 CJ0442                          SUPERSEDED SURVEY CONTROL
 CJ0442
 CJ0442  NGVD 29 (03/21/89)    2.462  (m)            8.08   (f) ADJUSTED    1 2
 CJ0442
 CJ0442.Superseded values are not recommended for survey control.
 CJ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0442.See file dsdata.txt to determine how the superseded data were derived.
 CJ0442
 CJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990143(NAD 83)
 CJ0442_MARKER: DJ = TIDAL STATION DISK
 CJ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0442_SP_SET: CONCRETE POST
 CJ0442_STAMPING: 6652 E 1983
 CJ0442_MARK LOGO: NOS   
 CJ0442_PROJECTION: FLUSH
 CJ0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ0442
 CJ0442  HISTORY     - Date     Condition        Report By
 CJ0442  HISTORY     - 1983     MONUMENTED       NOS
 CJ0442  HISTORY     - 1983     GOOD             SCGS
 CJ0442  HISTORY     - 19900518 MARK NOT FOUND   NGS
 CJ0442
 CJ0442                          STATION DESCRIPTION
 CJ0442
 CJ0442'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0442'8.5 KM (5.3 MI) SOUTH FROM CENTERVILLE.
 CJ0442'12.3 KILOMETERS (7.65 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0442'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, SET
 CJ0442'NEAR A FIRE HYDRANT IN THE MEDIAN BETWEEN THE ENTRANCE TO
 CJ0442'MARINERS CAY AND BUSHYS SEAFOOD RESTUARANT, 34.2 METERS
 CJ0442'(112.8 FEET) WEST NORTHWEST OF 866 6652 B TIDAL, 32.1 METERS
 CJ0442'(105.3 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE CENTER
 CJ0442'OF THE ENTRANCE DOORS TO BUSHYS RESTURANT, 18.3 METERS (60.4
 CJ0442'FEET) WEST SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CJ0442'8.4 METERS (27.6 FEET) NORTH NORTHWEST OF THE APPROXIMATE CENTER
 CJ0442'OF THE NORTH ENTRANCE ROAD TO MARINERS CAY, 3.2 METERS (10.7
 CJ0442'FEET) SOUTH SOUTHEAST OF THE FIRE HYDRANT.
 CJ0442'THE MARK IS 0.60 M ABOVE HIGHWAY 171.
 CJ0442
 CJ0442                          STATION RECOVERY (1990)
 CJ0442
 CJ0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0442'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CJ0440 ***********************************************************************
 CJ0440  TIDAL BM    -  This is a Tidal Bench Mark.
 CJ0440  DESIGNATION -  866 6652 F TIDAL
 CJ0440  PID         -  CJ0440
 CJ0440  STATE/COUNTY-  SC/CHARLESTON
 CJ0440  USGS QUAD   -  JAMES ISLAND (1979)
 CJ0440
 CJ0440                         *CURRENT SURVEY CONTROL
 CJ0440  ___________________________________________________________________
 CJ0440* NAD 83(1986)-  32 39 46.     (N)    079 56 38.     (W)     SCALED    
 CJ0440* NAVD 88     -         1.135  (meters)       3.72   (feet)  ADJUSTED  
 CJ0440  ___________________________________________________________________
 CJ0440  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 CJ0440  DYNAMIC HT  -           1.134 (meters)       3.72  (feet)  COMP
 CJ0440  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 CJ0440
 CJ0440  VERT ORDER  -  FIRST     CLASS II
 CJ0440
 CJ0440.The horizontal coordinates were scaled from a topographic map and have
 CJ0440.an estimated accuracy of +/- 6 seconds.
 CJ0440
 CJ0440.The orthometric height was determined by differential leveling
 CJ0440.and adjusted by the National Geodetic Survey in June 1991..
 CJ0440
 CJ0440.This Tidal Bench Mark is designated as VM 4333
 CJ0440.by the Center for Operational Oceanographic Products and Services.
 CJ0440
 CJ0440.The geoid height was determined by GEOID03.
 CJ0440
 CJ0440.The dynamic height is computed by dividing the NAVD 88
 CJ0440.geopotential number by the normal gravity value computed on the
 CJ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ0440.degrees latitude (g = 980.6199 gals.).
 CJ0440
 CJ0440.The modeled gravity was interpolated from observed gravity values.
 CJ0440
 CJ0440;                    North         East    Units  Estimated Accuracy
 CJ0440;SPC SC       -    92,490.      708,660.      MT  (+/- 180 meters Scaled)
 CJ0440
 CJ0440                          SUPERSEDED SURVEY CONTROL
 CJ0440
 CJ0440  NGVD 29 (05/09/91)    1.433  (m)            4.70   (f) ADJUSTED    1 2
 CJ0440
 CJ0440.Superseded values are not recommended for survey control.
 CJ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ0440.See file dsdata.txt to determine how the superseded data were derived.
 CJ0440
 CJ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS990143(NAD 83)
 CJ0440_MARKER: DJ = TIDAL STATION DISK
 CJ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CJ0440_SP_SET: CONCRETE POST
 CJ0440_STAMPING: 6652 F 1983
 CJ0440_MARK LOGO: NOS   
 CJ0440_PROJECTION: FLUSH
 CJ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ0440+STABILITY: SURFACE MOTION
 CJ0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ0440+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 CJ0440
 CJ0440  HISTORY     - Date     Condition        Report By
 CJ0440  HISTORY     - 1983     MONUMENTED       NOS
 CJ0440  HISTORY     - 1983     GOOD             SCGS
 CJ0440  HISTORY     - 19900518 GOOD             NGS
 CJ0440
 CJ0440                          STATION DESCRIPTION
 CJ0440
 CJ0440'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CJ0440'8.5 KM (5.3 MI) SOUTH FROM CENTERVILLE.
 CJ0440'12.3 KILOMETERS (7.65 MILES) SOUTH ALONG STATE HIGHWAY 171
 CJ0440'FROM THE JUNCTION OF STATE HIGHWAY 700 ON JAMES ISLAND, SET
 CJ0440'ON THE WEST SIDE OF A POWER POLE IN THE SOUTHEAST ANGLE OF THE
 CJ0440'INTERSECTION OF PAVED ROAD, 58.5 METERS (192.0 FEET) NORTH
 CJ0440'NORTHWEST OF 866 6652 B TIDAL, 36.9 METERS (121.2 FEET)
 CJ0440'SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD,
 CJ0440'9.5 METERS (31.2 FEET) EAST NORTHEAST OF THE CENTER LINE OF THE
 CJ0440'HIGHWAY, 8.0 METERS (26.7 FEET) WEST SOUTHWEST OF THE POWER
 CJ0440'POLE.
 CJ0440'THE MARK IS 0.50 METERS  WSW FROM A WITNESS POST.
 CJ0440'THE MARK IS 0.90 M BELOW HIGHWAY 171.
 CJ0440
 CJ0440                          STATION RECOVERY (1990)
 CJ0440
 CJ0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CJ0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2987 ***********************************************************************
 CK2987  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2987  DESIGNATION -  866 6659 A TIDAL
 CK2987  PID         -  CK2987
 CK2987  STATE/COUNTY-  SC/BEAUFORT
 CK2987  USGS QUAD   -  WHITE HALL (1988)
 CK2987
 CK2987                         *CURRENT SURVEY CONTROL
 CK2987  ___________________________________________________________________
 CK2987* NAD 83(1986)-  32 39 08.     (N)    080 41 02.     (W)     SCALED    
 CK2987* NAVD 88     -         2.401  (meters)       7.88   (feet)  ADJUSTED  
 CK2987  ___________________________________________________________________
 CK2987  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2987  DYNAMIC HT  -           2.399 (meters)       7.87  (feet)  COMP
 CK2987  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CK2987
 CK2987  VERT ORDER  -  FIRST     CLASS II
 CK2987
 CK2987.The horizontal coordinates were scaled from a topographic map and have
 CK2987.an estimated accuracy of +/- 6 seconds.
 CK2987
 CK2987.The orthometric height was determined by differential leveling
 CK2987.and adjusted by the National Geodetic Survey in June 1991..
 CK2987
 CK2987.This Tidal Bench Mark is designated as VM 11001
 CK2987.by the Center for Operational Oceanographic Products and Services.
 CK2987
 CK2987.The geoid height was determined by GEOID03.
 CK2987
 CK2987.The dynamic height is computed by dividing the NAVD 88
 CK2987.geopotential number by the normal gravity value computed on the
 CK2987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2987.degrees latitude (g = 980.6199 gals.).
 CK2987
 CK2987.The modeled gravity was interpolated from observed gravity values.
 CK2987
 CK2987;                    North         East    Units  Estimated Accuracy
 CK2987;SPC SC       -    90,860.      639,260.      MT  (+/- 180 meters Scaled)
 CK2987
 CK2987                          SUPERSEDED SURVEY CONTROL
 CK2987
 CK2987  NGVD 29 (03/21/89)    2.681  (m)            8.80   (f) ADJUSTED    1 2
 CK2987
 CK2987.Superseded values are not recommended for survey control.
 CK2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2987.See file dsdata.txt to determine how the superseded data were derived.
 CK2987
 CK2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS296127(NAD 83)
 CK2987_MARKER: DJ = TIDAL STATION DISK
 CK2987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2987_SP_SET: STAINLESS STEEL ROD
 CK2987_STAMPING: 6659 A 1982
 CK2987_MARK LOGO: NOS   
 CK2987_PROJECTION: FLUSH
 CK2987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2987+STABILITY: POSITION/ELEVATION WELL
 CK2987_ROD/PIPE-DEPTH: 7.90 meters
 CK2987
 CK2987  HISTORY     - Date     Condition        Report By
 CK2987  HISTORY     - 1982     MONUMENTED       NOS
 CK2987  HISTORY     - 1983     GOOD             SCGS
 CK2987  HISTORY     - 19980616 GOOD             USPSQD
 CK2987
 CK2987                          STATION DESCRIPTION
 CK2987
 CK2987'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2987'9.3 KM (5.8 MI) SW FROM GREEN POND.
 CK2987'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2987'GREEN POND POST OFFICE, THENCE 9.8 KILOMETERS (6.1 MILES) SOUTHWEST
 CK2987'ALONG U.S. HIGHWAY 17, SET JUST SOUTHWEST OF A ROAD TO THE BOAT
 CK2987'LANDING AT THE COMBAHEE RIVER, 48.1 METERS (157.9 FEET) SOUTH OF 866
 CK2987'6659 TIDAL CRB 6, 19.6 METERS (64.5 FEET) SOUTHWEST OF THE APPROXIMATE
 CK2987'CENTER OF THE PAVED ROAD LEADING TO THE BOAT LANDING, 12.9 METERS
 CK2987'(42.4 FEET) NORTHWEST OF THE CENTERLINE OF HIGHWAY 17, 7.5 METERS
 CK2987'(24.8 FEET) EAST OF A TRIPLE TRUNK POPLAR TREE.
 CK2987'THE MARK IS 1.50 M BELOW HIGHWAY 17.
 CK2987
 CK2987                          STATION RECOVERY (1998)
 CK2987
 CK2987'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1466 ***********************************************************************
 CK1466  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1466  DESIGNATION -  866 6659 TIDAL 1
 CK1466  PID         -  CK1466
 CK1466  STATE/COUNTY-  SC/COLLETON
 CK1466  USGS QUAD   -  WHITE HALL (1988)
 CK1466
 CK1466                         *CURRENT SURVEY CONTROL
 CK1466  ___________________________________________________________________
 CK1466* NAD 83(1986)-  32 39 09.     (N)    080 41 03.     (W)     SCALED    
 CK1466* NAVD 88     -         2.378  (meters)       7.80   (feet)  ADJUSTED  
 CK1466  ___________________________________________________________________
 CK1466  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK1466  DYNAMIC HT  -           2.375 (meters)       7.79  (feet)  COMP
 CK1466  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CK1466
 CK1466  VERT ORDER  -  SECOND    CLASS 0
 CK1466
 CK1466.The horizontal coordinates were scaled from a topographic map and have
 CK1466.an estimated accuracy of +/- 6 seconds.
 CK1466
 CK1466.The orthometric height was determined by differential leveling
 CK1466.and adjusted by the National Geodetic Survey in June 1991..
 CK1466
 CK1466.This Tidal Bench Mark is designated as VM 10996
 CK1466.by the Center for Operational Oceanographic Products and Services.
 CK1466
 CK1466.The geoid height was determined by GEOID03.
 CK1466
 CK1466.The dynamic height is computed by dividing the NAVD 88
 CK1466.geopotential number by the normal gravity value computed on the
 CK1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1466.degrees latitude (g = 980.6199 gals.).
 CK1466
 CK1466.The modeled gravity was interpolated from observed gravity values.
 CK1466
 CK1466;                    North         East    Units  Estimated Accuracy
 CK1466;SPC SC       -    90,890.      639,230.      MT  (+/- 180 meters Scaled)
 CK1466
 CK1466                          SUPERSEDED SURVEY CONTROL
 CK1466
 CK1466  NGVD 29 (03/21/89)    2.657  (m)            8.72   (f) ADJUSTED    2 0
 CK1466
 CK1466.Superseded values are not recommended for survey control.
 CK1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1466.See file dsdata.txt to determine how the superseded data were derived.
 CK1466
 CK1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS296128(NAD 83)
 CK1466_MARKER: DB = BENCH MARK DISK
 CK1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1466_STAMPING: NO 1 1934
 CK1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1466+STABILITY: SURFACE MOTION
 CK1466
 CK1466  HISTORY     - Date     Condition        Report By
 CK1466  HISTORY     - 1934     MONUMENTED       CGS
 CK1466  HISTORY     - 1962     GOOD             NGS
 CK1466  HISTORY     - 1974     GOOD             NGS
 CK1466  HISTORY     - 1982     MARK NOT FOUND   SCGS
 CK1466
 CK1466                          STATION DESCRIPTION
 CK1466
 CK1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK1466'7 MI SW FROM GREEN POND.
 CK1466'1.25 MILE EAST ON STATE HIGHWAY 303 FROM THE CROSSING OF THE
 CK1466'ATLANTIC COAST LINE RAILROAD IN GREEN POND, THENCE 5.7 MILES
 CK1466'SOUTHWEST ON U.S. HIGHWAY 17.  71.7 FEET WEST OF THE NORTHWEST
 CK1466'CONCRETE BANNISTER AT THE SOUTHWEST END OF BRIDGE OVER COMBAHEE
 CK1466'RIVER, 70 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 17, 2
 CK1466'FEET NORTHWEST OF THE SOUTHWEST END OF A BOAT LANDING ON THE
 CK1466'NORTHWEST SIDE OF HIGHWAY 17 AND 4 FEET BELOW THE LEVEL OF THE
 CK1466'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 CK1466'GROUND.
 CK1466
 CK1466                          STATION RECOVERY (1974)
 CK1466
 CK1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK1466'RECOVERED IN GOOD CONDITION.
 CK1466
 CK1466                          STATION RECOVERY (1982)
 CK1466
 CK1466'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK1466'NOT RECOVERED, A SEARCH WAS CONDUCTED WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1468 ***********************************************************************
 CK1468  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1468  DESIGNATION -  866 6659 TIDAL 3
 CK1468  PID         -  CK1468
 CK1468  STATE/COUNTY-  SC/COLLETON
 CK1468  USGS QUAD   -  WHITE HALL (1988)
 CK1468
 CK1468                         *CURRENT SURVEY CONTROL
 CK1468  ___________________________________________________________________
 CK1468* NAD 83(1986)-  32 39 06.     (N)    080 40 59.     (W)     SCALED    
 CK1468* NAVD 88     -         2.853  (meters)       9.36   (feet)  ADJUSTED  
 CK1468  ___________________________________________________________________
 CK1468  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK1468  DYNAMIC HT  -           2.850 (meters)       9.35  (feet)  COMP
 CK1468  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CK1468
 CK1468  VERT ORDER  -  FIRST     CLASS II
 CK1468
 CK1468.The horizontal coordinates were scaled from a topographic map and have
 CK1468.an estimated accuracy of +/- 6 seconds.
 CK1468
 CK1468.The orthometric height was determined by differential leveling
 CK1468.and adjusted by the National Geodetic Survey in June 1991..
 CK1468
 CK1468.This Tidal Bench Mark is designated as VM 10997
 CK1468.by the Center for Operational Oceanographic Products and Services.
 CK1468
 CK1468.The geoid height was determined by GEOID03.
 CK1468
 CK1468.The dynamic height is computed by dividing the NAVD 88
 CK1468.geopotential number by the normal gravity value computed on the
 CK1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1468.degrees latitude (g = 980.6199 gals.).
 CK1468
 CK1468.The modeled gravity was interpolated from observed gravity values.
 CK1468
 CK1468;                    North         East    Units  Estimated Accuracy
 CK1468;SPC SC       -    90,800.      639,330.      MT  (+/- 180 meters Scaled)
 CK1468
 CK1468                          SUPERSEDED SURVEY CONTROL
 CK1468
 CK1468  NGVD 29 (03/21/89)    3.132  (m)           10.28   (f) ADJUSTED    1 2
 CK1468
 CK1468.Superseded values are not recommended for survey control.
 CK1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1468.See file dsdata.txt to determine how the superseded data were derived.
 CK1468
 CK1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS297127(NAD 83)
 CK1468_MARKER: DJ = TIDAL STATION DISK
 CK1468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK1468_SP_SET: PIER
 CK1468_STAMPING: NO 3 1934
 CK1468_MARK LOGO: CGS   
 CK1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1468
 CK1468  HISTORY     - Date     Condition        Report By
 CK1468  HISTORY     - 1934     MONUMENTED       CGS
 CK1468  HISTORY     - 1962     GOOD             NGS
 CK1468  HISTORY     - 1974     GOOD             NGS
 CK1468  HISTORY     - 1982     GOOD             SCGS
 CK1468
 CK1468                          STATION DESCRIPTION
 CK1468
 CK1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK1468'7 MI SW FROM GREEN POND.
 CK1468'1.25 MILE EAST ON STATE HIGHWAY 303 FROM THE CROSSING OF THE
 CK1468'ATLANTIC COAST LINE RAILROAD IN GREEN POND, THENCE 5.7 MILES
 CK1468'SOUTHWEST ON U.S. HIGHWAY 17.  62 FEET NORTHEAST OF THE
 CK1468'SOUTHWEST END OF BRIDGE, 18.3 FEET SOUTHEAST OF THE CENTER
 CK1468'LINE OF HIGHWAY 17 AND 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CK1468'SET IN A DRILL HOLE IN THE SOUTHEAST END OF SECOND PIER FROM
 CK1468'THE SOUTHWEST END OF BRIDGE OVER COMBAHEE RIVER (PIER IS PART OF
 CK1468'OLD BRIDGE BUT IS USED ALSO FOR NEW BRIDGE).
 CK1468
 CK1468                          STATION RECOVERY (1974)
 CK1468
 CK1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK1468'RECOVERED IN GOOD CONDITION.
 CK1468
 CK1468                          STATION RECOVERY (1982)
 CK1468
 CK1468'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK1468'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE EXCEPT
 CK1468'ADD
 CK1468'THE MARK IS 1.20 M BELOW U.S. HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2255 ***********************************************************************
 CK2255  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2255  DESIGNATION -  866 6659 TIDAL CRB 6
 CK2255  PID         -  CK2255
 CK2255  STATE/COUNTY-  SC/BEAUFORT
 CK2255  USGS QUAD   -  WHITE HALL (1988)
 CK2255
 CK2255                         *CURRENT SURVEY CONTROL
 CK2255  ___________________________________________________________________
 CK2255* NAD 83(1986)-  32 39 12.     (N)    080 41 07.     (W)     SCALED    
 CK2255* NAVD 88     -         2.532  (meters)       8.31   (feet)  ADJUSTED  
 CK2255  ___________________________________________________________________
 CK2255  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2255  DYNAMIC HT  -           2.529 (meters)       8.30  (feet)  COMP
 CK2255  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 CK2255
 CK2255  VERT ORDER  -  FIRST     CLASS II
 CK2255
 CK2255.The horizontal coordinates were scaled from a topographic map and have
 CK2255.an estimated accuracy of +/- 6 seconds.
 CK2255
 CK2255.The orthometric height was determined by differential leveling
 CK2255.and adjusted by the National Geodetic Survey in June 1991..
 CK2255
 CK2255.This Tidal Bench Mark is designated as VM 11000
 CK2255.by the Center for Operational Oceanographic Products and Services.
 CK2255
 CK2255.The geoid height was determined by GEOID03.
 CK2255
 CK2255.The dynamic height is computed by dividing the NAVD 88
 CK2255.geopotential number by the normal gravity value computed on the
 CK2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2255.degrees latitude (g = 980.6199 gals.).
 CK2255
 CK2255.The modeled gravity was interpolated from observed gravity values.
 CK2255
 CK2255;                    North         East    Units  Estimated Accuracy
 CK2255;SPC SC       -    90,990.      639,130.      MT  (+/- 180 meters Scaled)
 CK2255
 CK2255                          SUPERSEDED SURVEY CONTROL
 CK2255
 CK2255  NGVD 29 (03/21/89)    2.811  (m)            9.22   (f) ADJUSTED    1 2
 CK2255
 CK2255.Superseded values are not recommended for survey control.
 CK2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2255.See file dsdata.txt to determine how the superseded data were derived.
 CK2255
 CK2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS295129(NAD 83)
 CK2255_MARKER: DJ = TIDAL STATION DISK
 CK2255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2255_SP_SET: STAINLESS STEEL ROD
 CK2255_STAMPING: C.R.B. NO 6 1976
 CK2255_MARK LOGO: NOS   
 CK2255_PROJECTION: PROJECTING 12 CENTIMETERS
 CK2255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2255+STABILITY: POSITION/ELEVATION WELL
 CK2255_ROD/PIPE-DEPTH: 14.6 meters
 CK2255
 CK2255  HISTORY     - Date     Condition        Report By
 CK2255  HISTORY     - 1976     MONUMENTED       NOS
 CK2255  HISTORY     - 1982     GOOD             SCGS
 CK2255  HISTORY     - 1983     GOOD             SCGS
 CK2255  HISTORY     - 19980616 GOOD             USPSQD
 CK2255
 CK2255                          STATION DESCRIPTION
 CK2255
 CK2255'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2255'11.2 KM (6.95 MI) SW FROM GREEN POND.
 CK2255'2.0 KILOMETERS (1.25 MILES) EAST ALONG STATE HIGHWAY 303, FROM
 CK2255'THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD IN GREEN POND,
 CK2255'THENCE 9.2 KILOMETERS (5.7 MILES) SOUTHWEST ALONG U.S. HIGHWAY 17,
 CK2255'SET IN THE NORTHWEST CORNER OF A REST AREA ON THE SOUTHWEST END OF THE
 CK2255'COMBAHEE RIVER BRIDGE, 35.9 METERS (118.0 FEET) WEST SOUTHWEST
 CK2255'OF TIDAL STATION NUMBER 5, 10.2 METERS (33.5 FEET) NORTH NORTHEAST
 CK2255'OF A 24 INCH PINE TREE, 60.6 METERS (199.0 FEET) NORTH NORTHWEST
 CK2255'OF THE CENTER LINE OF U.S. HIGHWAY 17.
 CK2255'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 CK2255'THE MARK IS 2.4 M BELOW THE HIGHWAY.
 CK2255
 CK2255                          STATION RECOVERY (1983)
 CK2255
 CK2255'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2255'RECOVERED IN GOOD CONDITION.
 CK2255
 CK2255                          STATION RECOVERY (1998)
 CK2255
 CK2255'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2256 ***********************************************************************
 CK2256  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2256  DESIGNATION -  866 6659 TIDAL CRB 5
 CK2256  PID         -  CK2256
 CK2256  STATE/COUNTY-  SC/BEAUFORT
 CK2256  USGS QUAD   -  WHITE HALL (1988)
 CK2256
 CK2256                         *CURRENT SURVEY CONTROL
 CK2256  ___________________________________________________________________
 CK2256* NAD 83(1986)-  32 39 13.     (N)    080 41 03.     (W)     SCALED    
 CK2256* NAVD 88     -         2.415  (meters)       7.92   (feet)  ADJUSTED  
 CK2256  ___________________________________________________________________
 CK2256  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2256  DYNAMIC HT  -           2.412 (meters)       7.91  (feet)  COMP
 CK2256  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CK2256
 CK2256  VERT ORDER  -  FIRST     CLASS II
 CK2256
 CK2256.The horizontal coordinates were scaled from a topographic map and have
 CK2256.an estimated accuracy of +/- 6 seconds.
 CK2256
 CK2256.The orthometric height was determined by differential leveling
 CK2256.and adjusted by the National Geodetic Survey in June 1991..
 CK2256
 CK2256.This Tidal Bench Mark is designated as VM 10999
 CK2256.by the Center for Operational Oceanographic Products and Services.
 CK2256
 CK2256.The geoid height was determined by GEOID03.
 CK2256
 CK2256.The dynamic height is computed by dividing the NAVD 88
 CK2256.geopotential number by the normal gravity value computed on the
 CK2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2256.degrees latitude (g = 980.6199 gals.).
 CK2256
 CK2256.The modeled gravity was interpolated from observed gravity values.
 CK2256
 CK2256;                    North         East    Units  Estimated Accuracy
 CK2256;SPC SC       -    91,020.      639,230.      MT  (+/- 180 meters Scaled)
 CK2256
 CK2256                          SUPERSEDED SURVEY CONTROL
 CK2256
 CK2256  NGVD 29 (03/21/89)    2.694  (m)            8.84   (f) ADJUSTED    1 2
 CK2256
 CK2256.Superseded values are not recommended for survey control.
 CK2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2256.See file dsdata.txt to determine how the superseded data were derived.
 CK2256
 CK2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS296129(NAD 83)
 CK2256_MARKER: DJ = TIDAL STATION DISK
 CK2256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2256_SP_SET: STAINLESS STEEL ROD
 CK2256_STAMPING: C.R.B. NO 5 1976
 CK2256_MARK LOGO: NOS   
 CK2256_PROJECTION: PROJECTING 12 CENTIMETERS
 CK2256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2256+STABILITY: POSITION/ELEVATION WELL
 CK2256_ROD/PIPE-DEPTH: 14.6 meters
 CK2256
 CK2256  HISTORY     - Date     Condition        Report By
 CK2256  HISTORY     - 1976     MONUMENTED       NOS
 CK2256  HISTORY     - 1982     GOOD             SCGS
 CK2256  HISTORY     - 1983     GOOD             SCGS
 CK2256  HISTORY     - 19980616 MARK NOT FOUND   USPSQD
 CK2256
 CK2256                          STATION DESCRIPTION
 CK2256
 CK2256'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2256'11.2 KM (6.95 MI) SW FROM GREEN POND.
 CK2256'2.0 KILOMETERS (1.25 MILES) EAST ALONG STATE HIGHWAY 303
 CK2256'FROM THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD IN
 CK2256'GREEN POND, THENCE 9.2 KILOMETERS (5.7 MILES) SOUTHWEST
 CK2256'ALONG U.S. HIGHWAY 17, SET IN THE NORTHEAST CORNER OF A REST
 CK2256'AREA ON THE SOUTHWEST END OF THE COMBAHEE RIVER BRIDGE, 35.9
 CK2256'METERS (118.0 FEET) EAST NORTHEAST OF TIDAL STATION NO 6, 42.2
 CK2256'METERS (138.8 FEET) NORTH NORTHWEST OF A POWER POLE AND YARD
 CK2256'LIGHT, 8.8 METERS (29.0 FEET) NORTH OF A DOUBLE TRUNK OAK TREE,
 CK2256'68.1 METERS (225.0 FEET) NORTH NORTHWEST OF THE CENTER LINE OF
 CK2256'U.S. HIGHWAY 17.
 CK2256'THE MARK IS 2.40 M BELOW U.S. HIGHWAY 17.
 CK2256
 CK2256                          STATION RECOVERY (1983)
 CK2256
 CK2256'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2256'RECOVERED IN GOOD CONDITION.
 CK2256
 CK2256                          STATION RECOVERY (1998)
 CK2256
 CK2256'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3018 ***********************************************************************
 CK3018  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3018  DESIGNATION -  866 6683 A TIDAL
 CK3018  PID         -  CK3018
 CK3018  STATE/COUNTY-  SC/COLLETON
 CK3018  USGS QUAD   -  GREEN POND (1988)
 CK3018
 CK3018                         *CURRENT SURVEY CONTROL
 CK3018  ___________________________________________________________________
 CK3018* NAD 83(1986)-  32 39 01.     (N)    080 34 49.     (W)     SCALED    
 CK3018* NAVD 88     -         2.171  (meters)       7.12   (feet)  ADJUSTED  
 CK3018  ___________________________________________________________________
 CK3018  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK3018  DYNAMIC HT  -           2.168 (meters)       7.11  (feet)  COMP
 CK3018  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 CK3018
 CK3018  VERT ORDER  -  FIRST     CLASS II
 CK3018
 CK3018.The horizontal coordinates were scaled from a topographic map and have
 CK3018.an estimated accuracy of +/- 6 seconds.
 CK3018
 CK3018.The orthometric height was determined by differential leveling
 CK3018.and adjusted by the National Geodetic Survey in June 1991..
 CK3018
 CK3018.This Tidal Bench Mark is designated as VM 4334
 CK3018.by the Center for Operational Oceanographic Products and Services.
 CK3018
 CK3018.The geoid height was determined by GEOID03.
 CK3018
 CK3018.The dynamic height is computed by dividing the NAVD 88
 CK3018.geopotential number by the normal gravity value computed on the
 CK3018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3018.degrees latitude (g = 980.6199 gals.).
 CK3018
 CK3018.The modeled gravity was interpolated from observed gravity values.
 CK3018
 CK3018;                    North         East    Units  Estimated Accuracy
 CK3018;SPC SC       -    90,680.      648,980.      MT  (+/- 180 meters Scaled)
 CK3018
 CK3018                          SUPERSEDED SURVEY CONTROL
 CK3018
 CK3018  NGVD 29 (03/21/89)    2.456  (m)            8.06   (f) ADJUSTED    1 2
 CK3018
 CK3018.Superseded values are not recommended for survey control.
 CK3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3018.See file dsdata.txt to determine how the superseded data were derived.
 CK3018
 CK3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS393125(NAD 83)
 CK3018_MARKER: DJ = TIDAL STATION DISK
 CK3018_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK3018_SP_SET: GALVANIZED STEEL ROD
 CK3018_STAMPING: 6683 A 1977
 CK3018_MARK LOGO: NOS   
 CK3018_PROJECTION: FLUSH
 CK3018_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3018+STABILITY: POSITION/ELEVATION WELL
 CK3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3018+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 CK3018_ROD/PIPE-DEPTH: 9.10 meters
 CK3018
 CK3018  HISTORY     - Date     Condition        Report By
 CK3018  HISTORY     - 1977     MONUMENTED       NOS
 CK3018  HISTORY     - 1983     GOOD             SCGS
 CK3018  HISTORY     - 20050713 GOOD             SCGS
 CK3018
 CK3018                          STATION DESCRIPTION
 CK3018
 CK3018'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3018'8.5 KM (5.3 MI) SW FROM GREEN POND.
 CK3018'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3018'OFFICE IN GREEN POND. THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3018'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3018'U.S. HIGHWAY 17, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTHERLY ALONG
 CK3018'COUNTY ROAD S-15-26, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST ALONG
 CK3018'A SAND ROAD TO A STEEL GATE, CONTINUE AHEAD 2.95 KILOMETERS (1.85
 CK3018'MILES) SOUTHWEST ALONG THE SAND ROAD TO A HOUSE AND A BARN, FROM THIS
 CK3018'POINT CONTINUE AHEAD ALONG THE MAIN SAND ROAD FOR 1.6 KILOMETERS (1.0
 CK3018'MILE) TO A FORK IN THE ROAD, THENCE 0.6 KILOMETER (0.4 MILE) LEFT
 CK3018'ALONG A SAND AND GRASS ROAD TO A HAY BARN AND AN OLD CORRAL, SET NEXT
 CK3018'TO THE RIVER BANK NORTHWEST OF THE CORRAL, 12.2 METERS (40.0 FEET)
 CK3018'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A DOCK, 26.5 METERS (87.0
 CK3018'FEET) NORTHWEST OF THE NORTHWEST CORNER OF THE CORRAL, 55.0 METERS
 CK3018'(180.0 FEET) WEST-SOUTHWEST OF 866 6683 C TIDAL, 6.5 METERS (21.5
 CK3018'FEET) NORTH-NORTHEAST OF A 40-INCH PINE TREE.
 CK3018'THE MARK IS 0.80 METERS  NNE FROM A WITNESS POST.
 CK3018'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3018
 CK3018                          STATION RECOVERY (2005)
 CK3018
 CK3018'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3018'STATION IS LOCATED 6.0 MI (9.66 KM) SOUTH-SOUTHEAST OF GREEN POND,
 CK3018'18.3 MI (29.45 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH
 CK3018'CAROLINA DEPARTMENT OF NATURAL RESOURCES, 585 DONNELLEY DRIVE, GREEN
 CK3018'POND, SC 29446 PHONE 843-844-8957. TO REACH THE STATION FROM THE
 CK3018'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK3018'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK3018'GO SOUTHWEST ON HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF
 CK3018'STATE ROAD 161 (STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 4.1 MI
 CK3018'(6.6 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), TURN LEFT
 CK3018'ON THE SAND ROAD FOR 0.25 MI (0.4 KM) TO A GATE AT THE DONNELLEY
 CK3018'WILDLIFE MANAGEMENT AREA CARETAKER RESIDENCE, CONTINUE ON THE SAND
 CK3018'ROAD FOR 0.95 MI (1.53 KM) TO THE FORK JUNCTION OF A SAND ROAD (MARYS
 CK3018'ISLAND ROAD), TURN RIGHT ON THE SAND ROAD AND ACROSS A CAUSEWAY TO
 CK3018'MARYS ISLAND FOR 0.4 MI (0.64 KM) TO THE STATION ON THE RIGHT NEAR A
 CK3018'DILAPIDATED DOCK. STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD
 CK3018'FLUSH WITH THE GROUND, 125.6 FT (38.3 M) WEST OF THE CENTER OF THE
 CK3018'ROAD, 99.0 FT (30.2 M) WEST NORTHWEST OF THE WEST CORNER OF A WOOD
 CK3018'SHED, 31.4 FT (9.6 M) NORTH NORTHEAST OF A 3.0-FOOT LIVE OAK TREE WITH
 CK3018'A SCGS REFERENCE WASHER ATTACHED, 49.5 FT (15.1 M) SOUTH SOUTHWEST OF
 CK3018'A 2.2-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 180.5 FT
 CK3018'(55.0 M) WEST SOUTHWEST OF TIDAL BENCH MARK 866 6683 C TIDAL, 17.9 FT
 CK3018'(5.5 M) EAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3017 ***********************************************************************
 CK3017  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3017  DESIGNATION -  866 6683 C TIDAL
 CK3017  PID         -  CK3017
 CK3017  STATE/COUNTY-  SC/COLLETON
 CK3017  USGS QUAD   -  GREEN POND (1988)
 CK3017
 CK3017                         *CURRENT SURVEY CONTROL
 CK3017  ___________________________________________________________________
 CK3017* NAD 83(1986)-  32 39 01.     (N)    080 34 49.     (W)     SCALED    
 CK3017* NAVD 88     -         2.189  (meters)       7.18   (feet)  ADJUSTED  
 CK3017  ___________________________________________________________________
 CK3017  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK3017  DYNAMIC HT  -           2.187 (meters)       7.18  (feet)  COMP
 CK3017  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 CK3017
 CK3017  VERT ORDER  -  FIRST     CLASS II
 CK3017
 CK3017.The horizontal coordinates were scaled from a topographic map and have
 CK3017.an estimated accuracy of +/- 6 seconds.
 CK3017
 CK3017.The orthometric height was determined by differential leveling
 CK3017.and adjusted by the National Geodetic Survey in June 1991..
 CK3017
 CK3017.This Tidal Bench Mark is designated as VM 4335
 CK3017.by the Center for Operational Oceanographic Products and Services.
 CK3017
 CK3017.The geoid height was determined by GEOID03.
 CK3017
 CK3017.The dynamic height is computed by dividing the NAVD 88
 CK3017.geopotential number by the normal gravity value computed on the
 CK3017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3017.degrees latitude (g = 980.6199 gals.).
 CK3017
 CK3017.The modeled gravity was interpolated from observed gravity values.
 CK3017
 CK3017;                    North         East    Units  Estimated Accuracy
 CK3017;SPC SC       -    90,680.      648,980.      MT  (+/- 180 meters Scaled)
 CK3017
 CK3017                          SUPERSEDED SURVEY CONTROL
 CK3017
 CK3017  NGVD 29 (03/21/89)    2.475  (m)            8.12   (f) ADJUSTED    1 2
 CK3017
 CK3017.Superseded values are not recommended for survey control.
 CK3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3017.See file dsdata.txt to determine how the superseded data were derived.
 CK3017
 CK3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS393125(NAD 83)
 CK3017_MARKER: DJ = TIDAL STATION DISK
 CK3017_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK3017_SP_SET: GALVANIZED STEEL ROD
 CK3017_STAMPING: 6683 C 1977
 CK3017_MARK LOGO: NOS   
 CK3017_PROJECTION: FLUSH
 CK3017_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3017+STABILITY: POSITION/ELEVATION WELL
 CK3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3017+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 CK3017_ROD/PIPE-DEPTH: 4.60 meters
 CK3017
 CK3017  HISTORY     - Date     Condition        Report By
 CK3017  HISTORY     - 1977     MONUMENTED       NOS
 CK3017  HISTORY     - 1983     GOOD             SCGS
 CK3017  HISTORY     - 20050713 GOOD             SCGS
 CK3017
 CK3017                          STATION DESCRIPTION
 CK3017
 CK3017'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3017'8.5 KM (5.3 MI) SW FROM GREEN POND.
 CK3017'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3017'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3017'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3017'U.S. HIGHWAY 17, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTHERLY ALONG
 CK3017'COUNTY ROAD S-15-26, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST ALONG
 CK3017'A SAND ROAD TO A STEEL GATE, CONTINUE AHEAD 2.95 KILOMETERS (1.85
 CK3017'MILES) SOUTHWEST ALONG THE SAND ROAD TO A HOUSE AND A BARN, FROM THIS
 CK3017'POINT CONTINUE AHEAD ALONG THE MAIN SAND ROAD FOR 1.6 KILOMETERS (1.0
 CK3017'MILE) TO A FORK IN THE ROAD, THENCE 0.6 KILOMETER (0.4 MILE) LEFT
 CK3017'ALONG A SAND AND GRASSY ROAD TO A HAY BARN AND OLD CORRAL, SET NEAR A
 CK3017'DOUBLE TRUNK 70-INCH OAK TREE, 71.0 METERS (233.0 FEET) SOUTH OF 866
 CK3017'6683 G TIDAL, 4.0 METERS (13.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE
 CK3017'CENTER OF THE SAND AND GRASS ROAD, 54.9 METERS (180.5 FEET) SOUTHWEST
 CK3017'OF 866 6683 E TIDAL, 4.6 METERS (15.0 FEET) NORTH OF THE DOUBLE TRUNK
 CK3017'OAK TREE.
 CK3017'THE MARK IS 1.00 METERS  W FROM A WITNESS POST.
 CK3017'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK3017
 CK3017                          STATION RECOVERY (2005)
 CK3017
 CK3017'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3017'STATION IS LOCATED 6.0 MI (9.66 KM) SOUTH-SOUTHEAST OF GREEN POND,
 CK3017'18.3 MI (29.45 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH
 CK3017'CAROLINA DEPARTMENT OF NATURAL RESOURCES 585 DONNELLEY DRIVE GREEN
 CK3017'POND, SC 29446 PHONE 843-844-8957. TO REACH THE STATION FROM THE
 CK3017'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK3017'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK3017'GO SOUTHWEST ON HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF
 CK3017'STATE ROAD 161 (STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 4.1 MI
 CK3017'(6.6 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), TURN LEFT
 CK3017'ON THE SAND ROAD FOR 0.25 MI (0.4 KM) TO A GATE AT THE DONNELLEY
 CK3017'WILDLIFE MANAGEMENT AREA CARETAKER RESIDENCE, CONTINUE ON THE SAND
 CK3017'ROAD FOR 0.95 MI (1.53 KM) TO THE FORK JUNCTION OF A SAND ROAD (MARYS
 CK3017'ISLAND ROAD), TURN RIGHT ON THE SAND ROAD AND ACROSS A CAUSEWAY TO
 CK3017'MARYS ISLAND FOR 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT NEAR A
 CK3017'LIVE OAK TREE. STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD FLUSH
 CK3017'WITH THE GROUND AND LEVEL WITH THE ROAD, 99.7 FT (30.4 M) NORTHEAST OF
 CK3017'THE EAST CORNER OF A WOOD SHED, 44.1 FT (13.4 M) EAST SOUTHEAST OF THE
 CK3017'CENTER OF THE ROAD, 14.0 FT (4.3 M) NORTH OF THE 4.0-FOOT LIVE OAK
 CK3017'TREE, 64.3 FT (19.6 M) SOUTH SOUTHWEST OF A 3.5-FOOT LIVE OAK TREE
 CK3017'WITH A SCGS REFERENCE WASHER ATTACHED, 181.1 FT (55.2 M) SOUTHWEST OF
 CK3017'TIDAL BENCH MARK 866 6683 EAST TIDAL, 180.5 FT (55.0 M) EAST NORTHEAST
 CK3017'OF TIDAL BENCH MARK 866 6683 A TIDAL, 1.2 FT (0.4 M) WEST SOUTHWEST OF
 CK3017'A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3016 ***********************************************************************
 CK3016  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3016  DESIGNATION -  866 6683 E TIDAL
 CK3016  PID         -  CK3016
 CK3016  STATE/COUNTY-  SC/COLLETON
 CK3016  USGS QUAD   -  GREEN POND (1988)
 CK3016
 CK3016                         *CURRENT SURVEY CONTROL
 CK3016  ___________________________________________________________________
 CK3016* NAD 83(1986)-  32 39 01.     (N)    080 34 49.     (W)     SCALED    
 CK3016* NAVD 88     -         1.996  (meters)       6.55   (feet)  ADJUSTED  
 CK3016  ___________________________________________________________________
 CK3016  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK3016  DYNAMIC HT  -           1.994 (meters)       6.54  (feet)  COMP
 CK3016  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 CK3016
 CK3016  VERT ORDER  -  FIRST     CLASS II
 CK3016
 CK3016.The horizontal coordinates were scaled from a topographic map and have
 CK3016.an estimated accuracy of +/- 6 seconds.
 CK3016
 CK3016.The orthometric height was determined by differential leveling
 CK3016.and adjusted by the National Geodetic Survey in June 1991..
 CK3016
 CK3016.This Tidal Bench Mark is designated as VM 4336
 CK3016.by the Center for Operational Oceanographic Products and Services.
 CK3016
 CK3016.The geoid height was determined by GEOID03.
 CK3016
 CK3016.The dynamic height is computed by dividing the NAVD 88
 CK3016.geopotential number by the normal gravity value computed on the
 CK3016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3016.degrees latitude (g = 980.6199 gals.).
 CK3016
 CK3016.The modeled gravity was interpolated from observed gravity values.
 CK3016
 CK3016;                    North         East    Units  Estimated Accuracy
 CK3016;SPC SC       -    90,680.      648,980.      MT  (+/- 180 meters Scaled)
 CK3016
 CK3016                          SUPERSEDED SURVEY CONTROL
 CK3016
 CK3016  NGVD 29 (03/21/89)    2.281  (m)            7.48   (f) ADJUSTED    1 2
 CK3016
 CK3016.Superseded values are not recommended for survey control.
 CK3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3016.See file dsdata.txt to determine how the superseded data were derived.
 CK3016
 CK3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS393125(NAD 83)
 CK3016_MARKER: DJ = TIDAL STATION DISK
 CK3016_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK3016_SP_SET: GALVANIZED STEEL ROD
 CK3016_STAMPING: 6683 E 1977
 CK3016_MARK LOGO: NOS   
 CK3016_PROJECTION: FLUSH
 CK3016_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3016+STABILITY: POSITION/ELEVATION WELL
 CK3016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3016+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 CK3016_ROD/PIPE-DEPTH: 4.60 meters
 CK3016
 CK3016  HISTORY     - Date     Condition        Report By
 CK3016  HISTORY     - 1977     MONUMENTED       NOS
 CK3016  HISTORY     - 1983     GOOD             SCGS
 CK3016  HISTORY     - 20050713 GOOD             SCGS
 CK3016
 CK3016                          STATION DESCRIPTION
 CK3016
 CK3016'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3016'8.5 KM (5.3 MI) SW FROM GREEN POND.
 CK3016'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3016'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3016'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3016'U.S. HIGHWAY 17, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTHERLY ALONG
 CK3016'COUNTY ROAD S-15-26, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST ALONG
 CK3016'A SAND ROAD TO A STEEL GATE, CONTINUE AHEAD 2.95 KILOMETERS (1.85
 CK3016'MILES) SOUTHWEST ALONG THE SAND ROAD TO A HOUSE AND A BARN, FROM THIS
 CK3016'POINT CONTINUE AHEAD ALONG THE MAIN SAND ROAD FOR 1.6 KILOMETERS (1.0
 CK3016'MILE) TO A FORK IN THE ROAD, THENCE 0.6 KILOMETER (0.4 MILE) LEFT
 CK3016'ALONG A SAND AND GRASS ROAD TO A HAY BARN AND AN OLD CORRAL, SET
 CK3016'BETWEEN TWO DIM ROADS LEADING TO THE HAY BARN, 34.5 METERS (113.3
 CK3016'FEET) NORTHWEST OF THE NORTHWEST CORNER OF THE HAY BARN, 30.2 METERS
 CK3016'(99.0 FEET) NORTH OF THE APPROXIMATE CENTER OF THE DIM ROAD LEADING TO
 CK3016'THE FRONT OF THE HAY BARN, 37.8 METERS (124.0 FEET) EAST OF THE
 CK3016'APPROXIMATE CENTER OF THE MAIN ROAD, 17.8 METERS (58.5 FEET) SOUTH OF
 CK3016'THE APPROXIMATE CENTER OF THE DIM ROAD LEADING TO THE NORTH SIDE OF
 CK3016'THE HAY BARN.
 CK3016'THE MARK IS 0.60 METERS  WNW FROM A WITNESS POST.
 CK3016'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3016
 CK3016                          STATION RECOVERY (2005)
 CK3016
 CK3016'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3016'STATION IS LOCATED 6.0 MI (9.66 KM) SOUTH-SOUTHEAST OF GREEN POND,
 CK3016'18.3 MI (29.45 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH
 CK3016'CAROLINA DEPARTMENT OF NATURAL RESOURCES, 585 DONNELLEY DRIVE, GREEN
 CK3016'POND, SC 29446 PHONE 843-844-8957. TO REACH THE STATION FROM THE
 CK3016'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK3016'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK3016'GO SOUTHWEST ON HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF
 CK3016'STATE ROAD 161 (STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 4.1 MI
 CK3016'(6.6 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), TURN LEFT
 CK3016'ON THE SAND ROAD FOR 0.25 MI (0.4 KM) TO A GATE AT THE DONNELLEY
 CK3016'WILDLIFE MANAGEMENT AREA CARETAKER RESIDENCE, CONTINUE ON THE SAND
 CK3016'ROAD FOR 0.95 MI (1.53 KM) TO THE FORK JUNCTION OF A SAND ROAD (MARYS
 CK3016'ISLAND ROAD), TURN RIGHT ON THE SAND ROAD AND ACROSS A CAUSEWAY TO
 CK3016'MARYS ISLAND FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF A GRASSY ROAD
 CK3016'LEFT, TURN LEFT ON THE GRASSY ROAD FOR 0.05 MI (0.08 KM) TO THE
 CK3016'STATION ON THE RIGHT. STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD
 CK3016'FLUSH WITH THE GROUND AND LEVEL WITH THE GRASSY ROAD, 117.2 FT (35.7
 CK3016'M) EAST OF THE CENTER OF THE ROAD, 16.1 FT (4.9 M) SOUTHWEST OF THE
 CK3016'CENTER OF THE GRASSY ROAD, 9.0 FT (2.7 M) WEST OF A 1.1-FOOT SWEET GUM
 CK3016'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 33.0 FT (10.1 M) EAST OF A
 CK3016'4.0-FOOT LIVE OAK TREE, 181.1 FT (55.2 M) NORTHEAST OF TIDAL BENCH
 CK3016'MARK 866 6683 C TIDAL, 2.0 FT (0.6 M) WEST NORTHWEST OF A WITNESS
 CK3016'POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3019 ***********************************************************************
 CK3019  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3019  DESIGNATION -  866 6683 F TIDAL
 CK3019  PID         -  CK3019
 CK3019  STATE/COUNTY-  SC/COLLETON
 CK3019  USGS QUAD   -  GREEN POND (1988)
 CK3019
 CK3019                         *CURRENT SURVEY CONTROL
 CK3019  ___________________________________________________________________
 CK3019* NAD 83(1986)-  32 39 01.     (N)    080 34 49.     (W)     SCALED    
 CK3019* NAVD 88     -         1.216  (meters)       3.99   (feet)  ADJUSTED  
 CK3019  ___________________________________________________________________
 CK3019  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK3019  DYNAMIC HT  -           1.214 (meters)       3.98  (feet)  COMP
 CK3019  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 CK3019
 CK3019  VERT ORDER  -  FIRST     CLASS II
 CK3019
 CK3019.The horizontal coordinates were scaled from a topographic map and have
 CK3019.an estimated accuracy of +/- 6 seconds.
 CK3019
 CK3019.The orthometric height was determined by differential leveling
 CK3019.and adjusted by the National Geodetic Survey in June 1991..
 CK3019
 CK3019.This Tidal Bench Mark is designated as VM 4337
 CK3019.by the Center for Operational Oceanographic Products and Services.
 CK3019
 CK3019.The geoid height was determined by GEOID03.
 CK3019
 CK3019.The dynamic height is computed by dividing the NAVD 88
 CK3019.geopotential number by the normal gravity value computed on the
 CK3019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3019.degrees latitude (g = 980.6199 gals.).
 CK3019
 CK3019.The modeled gravity was interpolated from observed gravity values.
 CK3019
 CK3019;                    North         East    Units  Estimated Accuracy
 CK3019;SPC SC       -    90,680.      648,980.      MT  (+/- 180 meters Scaled)
 CK3019
 CK3019                          SUPERSEDED SURVEY CONTROL
 CK3019
 CK3019  NGVD 29 (03/21/89)    1.501  (m)            4.92   (f) ADJUSTED    1 2
 CK3019
 CK3019.Superseded values are not recommended for survey control.
 CK3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3019.See file dsdata.txt to determine how the superseded data were derived.
 CK3019
 CK3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS393125(NAD 83)
 CK3019_MARKER: DJ = TIDAL STATION DISK
 CK3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3019_SP_SET: CONCRETE POST
 CK3019_STAMPING: 6683 F 1981
 CK3019_MARK LOGO: NOS   
 CK3019_PROJECTION: FLUSH
 CK3019_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3019+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 CK3019
 CK3019  HISTORY     - Date     Condition        Report By
 CK3019  HISTORY     - 1981     MONUMENTED       NOS
 CK3019  HISTORY     - 1983     GOOD             SCGS
 CK3019  HISTORY     - 20050713 GOOD             SCGS
 CK3019
 CK3019                          STATION DESCRIPTION
 CK3019
 CK3019'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3019'8.5 KM (5.3 MI) SW FROM GREEN POND.
 CK3019'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3019'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3019'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3019'U.S. HIGHWAY 17, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTHERLY ALONG
 CK3019'COUNTY ROAD S-15-26, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST ALONG
 CK3019'A SAND ROAD TO A STEEL GATE, CONTINUE AHEAD 2.95 KILOMETERS (1.85
 CK3019'MILES) SOUTHWEST ALONG THE SAND ROAD TO A HOUSE AND A BARN, FROM THIS
 CK3019'POINT CONTINUE AHEAD ALONG THE MAIN SAND ROAD FOR 1.6 KILOMETERS (1.0
 CK3019'MILE) TO A FORK IN THE ROAD, THENCE 0.6 KILOMETES (0.4 MILE) LEFT
 CK3019'ALONG A SAND AND GRASSY ROAD TO A HAY BARN AND OLD CORRAL, SET NEAR
 CK3019'THE MARSH LINE SOUTHEAST OF THE CORRAL, 5.8 METERS (19.0 FEET) NORTH
 CK3019'OF THE MARSH LINE, 27.4 METERS (90.0 FEET) SOUTHEAST OF A 70-INCH OAK
 CK3019'TREE, 17.2 METERS (56.5 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF
 CK3019'THE GRASSY ROAD, 86.2 METERS (283.0 FEET) SOUTH OF 866 6683 C TIDAL.
 CK3019'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 CK3019'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3019
 CK3019                          STATION RECOVERY (2005)
 CK3019
 CK3019'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3019'STATION IS LOCATED 6.1 MI (9.82 KM) SOUTH-SOUTHEAST OF GREEN POND,
 CK3019'18.3 MI (29.45 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH
 CK3019'CAROLINA DEPARTMENT OF NATURAL RESOURCES 585 DONNELLEY DRIVE GREEN
 CK3019'POND, SC 29446 PHONE 843-844-8957. TO REACH THE STATION FROM THE
 CK3019'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK3019'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK3019'GO SOUTHWEST ON HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF
 CK3019'STATE ROAD 161 (STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 4.1 MI
 CK3019'(6.6 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), TURN LEFT
 CK3019'ON THE SAND ROAD FOR 0.25 MI (0.4 KM) TO A GATE AT THE DONNELLEY
 CK3019'WILDLIFE MANAGEMENT AREA CARETAKER RESIDENCE, CONTINUE ON THE SAND
 CK3019'ROAD FOR 0.95 MI (1.53 KM) TO THE FORK JUNCTION OF A SAND ROAD (MARYS
 CK3019'ISLAND ROAD), TURN RIGHT ON THE SAND ROAD AND ACROSS A CAUSEWAY TO
 CK3019'MARYS ISLAND FOR 0.45 MI (0.64 KM) TO THE STATION ON THE RIGHT NEAR
 CK3019'THE EDGE OF THE MARSH. STATION IS A CONCRETE POST FLUSH WITH THE
 CK3019'GROUND AND LEVEL WITH THE ROAD, 283.6 FT (86.4 M) SOUTH OF TIDAL BENCH
 CK3019'MARK 866 6683 C TIDAL, 212.4 FT (64.7 M) SOUTH SOUTHEAST OF THE SOUTH
 CK3019'CORNER OF A WOOD SHED, 56.2 FT (17.1 M) SOUTHWEST OF THE CENTER OF THE
 CK3019'ROAD, 17.1 FT (5.2 M) SOUTH OF A 2.0-FOOT LIVE OAK TREE WITH A SCGS
 CK3019'REFERENCE WASHER ATTACHED, 15.4 FT (4.7 M) WEST NORTHWEST OF A
 CK3019'1.3-FOOT LIVE OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 17.0 FT
 CK3019'(5.2 M) NORTH NORTHEAST OF A 1.4-FOOT LIVE OAK TREE WITH A SCGS
 CK3019'REFERENCE WASHER ATTACHED, 60.2 FT (18.3 M) EAST OF A 1.8-FOOT LIVE
 CK3019'OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 1.2 FT (0.4 M)
 CK3019'NORTHEAST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3015 ***********************************************************************
 CK3015  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3015  DESIGNATION -  866 6683 G TIDAL
 CK3015  PID         -  CK3015
 CK3015  STATE/COUNTY-  SC/COLLETON
 CK3015  USGS QUAD   -  GREEN POND (1988)
 CK3015
 CK3015                         *CURRENT SURVEY CONTROL
 CK3015  ___________________________________________________________________
 CK3015* NAD 83(1986)-  32 39 01.     (N)    080 34 49.     (W)     SCALED    
 CK3015* NAVD 88     -         1.112  (meters)       3.65   (feet)  ADJUSTED  
 CK3015  ___________________________________________________________________
 CK3015  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK3015  DYNAMIC HT  -           1.111 (meters)       3.65  (feet)  COMP
 CK3015  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 CK3015
 CK3015  VERT ORDER  -  FIRST     CLASS II
 CK3015
 CK3015.The horizontal coordinates were scaled from a topographic map and have
 CK3015.an estimated accuracy of +/- 6 seconds.
 CK3015
 CK3015.The orthometric height was determined by differential leveling
 CK3015.and adjusted by the National Geodetic Survey in June 1991..
 CK3015
 CK3015.This Tidal Bench Mark is designated as VM 4338
 CK3015.by the Center for Operational Oceanographic Products and Services.
 CK3015
 CK3015.The geoid height was determined by GEOID03.
 CK3015
 CK3015.The dynamic height is computed by dividing the NAVD 88
 CK3015.geopotential number by the normal gravity value computed on the
 CK3015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3015.degrees latitude (g = 980.6199 gals.).
 CK3015
 CK3015.The modeled gravity was interpolated from observed gravity values.
 CK3015
 CK3015;                    North         East    Units  Estimated Accuracy
 CK3015;SPC SC       -    90,680.      648,980.      MT  (+/- 180 meters Scaled)
 CK3015
 CK3015                          SUPERSEDED SURVEY CONTROL
 CK3015
 CK3015  NGVD 29 (03/21/89)    1.398  (m)            4.59   (f) ADJUSTED    1 2
 CK3015
 CK3015.Superseded values are not recommended for survey control.
 CK3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3015.See file dsdata.txt to determine how the superseded data were derived.
 CK3015
 CK3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS393125(NAD 83)
 CK3015_MARKER: DJ = TIDAL STATION DISK
 CK3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3015_SP_SET: CONCRETE POST
 CK3015_STAMPING: 6683 G 1981
 CK3015_MARK LOGO: NOS   
 CK3015_PROJECTION: FLUSH
 CK3015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3015
 CK3015  HISTORY     - Date     Condition        Report By
 CK3015  HISTORY     - 1981     MONUMENTED       NOS
 CK3015  HISTORY     - 1983     GOOD             SCGS
 CK3015  HISTORY     - 20050713 MARK NOT FOUND   SCGS
 CK3015
 CK3015                          STATION DESCRIPTION
 CK3015
 CK3015'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3015'8.5 KM (5.3 MI) SW FROM GREEN POND.
 CK3015'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3015'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3015'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3015'U.S HIGHWAY 17, THENCE 6.9 KILOMETERS (4.3 MILES) SOUTHERLY ALONG
 CK3015'COUNTY ROAD S-15-26, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHWEST ALONG
 CK3015'A SAND ROAD TO A STEEL GATE, CONTINUE AHEAD 2.95 KILOMETERS (1.85
 CK3015'MILES) SOUTHWEST ALONG THE SAND ROAD TO A HOUSE AND BARN, FROM THIS
 CK3015'POINT CONTINUE AHEAD ALONG THE MAIN SAND ROAD FOR 1.6 KILOMETERS (1.0
 CK3015'MILE) TO A FORK IN THE ROAD, THENCE 0.6 KILOMETER (0.4 MILE) LEFT
 CK3015'ALONG A SAND AND GRASS ROAD TO A HAY BARN AND OLD CORRAL, SET IN A
 CK3015'CLUSTER OF PINE TREES AT THE EDGE OF THE MARSH JUST BEFORE GETTING TO
 CK3015'866 6683 C TIDAL, 46.6 METERS (153.0 FEET) NORTHWEST OF 866 6683 E
 CK3015'TIDAL, 24.9 METERS (81.7 FEET) NORTHEAST OF A L-SHAPED 40-INCH OAK
 CK3015'TREE, 9.9 METERS (32.5 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER
 CK3015'OF THE GRASSY AND SAND ROAD, 8.5 METERS (28.0 FEET) SOUTH OF THE
 CK3015'APPROXIMATE EDGE OF THE MARSH LINE.
 CK3015'THE MARK IS 1.20 METERS  SSE FROM A WITNESS POST.
 CK3015'THE MARK IS 0.30 M ABOVE ROAD.
 CK3015
 CK3015                          STATION RECOVERY (2005)
 CK3015
 CK3015'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK3015'MEASUREMENTS LED TO A BROKEN CONCRETE POST WITH NO DISK, PRESUMED
 CK3015'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2579 ***********************************************************************
 CK2579  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2579  DESIGNATION -  866 6699 A TIDAL
 CK2579  PID         -  CK2579
 CK2579  STATE/COUNTY-  SC/CHARLESTON
 CK2579  USGS QUAD   -  ADAMS RUN (1972)
 CK2579
 CK2579                         *CURRENT SURVEY CONTROL
 CK2579  ___________________________________________________________________
 CK2579* NAD 83(1986)-  32 38 46.     (N)    080 15 18.     (W)     SCALED    
 CK2579* NAVD 88     -         2.138  (meters)       7.01   (feet)  ADJUSTED  
 CK2579  ___________________________________________________________________
 CK2579  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 CK2579  DYNAMIC HT  -           2.136 (meters)       7.01  (feet)  COMP
 CK2579  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CK2579
 CK2579  VERT ORDER  -  FIRST     CLASS II
 CK2579
 CK2579.The horizontal coordinates were scaled from a topographic map and have
 CK2579.an estimated accuracy of +/- 6 seconds.
 CK2579
 CK2579.The orthometric height was determined by differential leveling
 CK2579.and adjusted by the National Geodetic Survey in June 1991..
 CK2579
 CK2579.This Tidal Bench Mark is designated as VM 4339
 CK2579.by the Center for Operational Oceanographic Products and Services.
 CK2579
 CK2579.The geoid height was determined by GEOID03.
 CK2579
 CK2579.The dynamic height is computed by dividing the NAVD 88
 CK2579.geopotential number by the normal gravity value computed on the
 CK2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2579.degrees latitude (g = 980.6199 gals.).
 CK2579
 CK2579.The modeled gravity was interpolated from observed gravity values.
 CK2579
 CK2579;                    North         East    Units  Estimated Accuracy
 CK2579;SPC SC       -    90,390.      679,500.      MT  (+/- 180 meters Scaled)
 CK2579
 CK2579                          SUPERSEDED SURVEY CONTROL
 CK2579
 CK2579  NGVD 29 (03/21/89)    2.436  (m)            7.99   (f) ADJUSTED    1 2
 CK2579
 CK2579.Superseded values are not recommended for survey control.
 CK2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2579.See file dsdata.txt to determine how the superseded data were derived.
 CK2579
 CK2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS698123(NAD 83)
 CK2579_MARKER: DJ = TIDAL STATION DISK
 CK2579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2579_SP_SET: STAINLESS STEEL ROD
 CK2579_STAMPING: 6699 A 1977
 CK2579_MARK LOGO: NOS   
 CK2579_PROJECTION: FLUSH
 CK2579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2579_ROD/PIPE-DEPTH: 12.2 meters
 CK2579
 CK2579  HISTORY     - Date     Condition        Report By
 CK2579  HISTORY     - 1977     MONUMENTED       NOS
 CK2579  HISTORY     - 1983     GOOD             SCGS
 CK2579  HISTORY     - 19930617 GOOD             USPSQD
 CK2579  HISTORY     - 19950612 GOOD             USPSQD
 CK2579
 CK2579                          STATION DESCRIPTION
 CK2579
 CK2579'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2579'10.1 KM (6.3 MI) SOUTH FROM HOLLYWOOD.
 CK2579'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2579'JOHNS ISLAND POST OFFICE, THENCE 14.2 KILOMETERS (8.8 MILES) NORTHWEST
 CK2579'ALONG COUNTY ROAD S-10-316 TO THE END OF THE PAVEMENT (ENTRANCE TO U.S
 CK2579'FISH AND WILDLIFE ORANGEBURG NATIONAL FISH HATCHERY BEARS BLUFF
 CK2579'STATION), CONTINUE AHEAD FOR 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG
 CK2579'A SAND ROAD THAT RUNS PARALLEL WITH A CHAIN LINK FENCE, CONTINUE 0.2
 CK2579'KILOMETER (0.15 MILE) NORTH THROUGH A CHAIN LINK GATE TO THE OFFICE,
 CK2579'FROM THIS POINT CONTINUE 0.2 KILOMETER (0.15 MILE) NORTH ALONG A SAND
 CK2579'ROAD THAT FOLLOWS THE RIVER, SET NEAR THE ENTRANCE TO THE BOAT DOCK,
 CK2579'2.9 METERS (9.7 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 CK2579'ENTRANCE TO THE BOAT DOCK, 3.0 METERS (10.0 FEET) NORTH-NORTHEAST  OF
 CK2579'THE APPROXIMATE CENTER OF THE SAND ROAD, 1.0 METER (3.6 FEET)
 CK2579'SOUTH-SOUTHWEST OF A SIX-FOOT HIGH SEA WALL, 5.5 METERS (18.0 FEET)
 CK2579'NORTH-NORTHWEST OF THE APPROXIMATE EDGE OF A SMALL FISH POND.
 CK2579'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2579
 CK2579                          STATION RECOVERY (1993)
 CK2579
 CK2579'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2579'RECOVERED IN GOOD CONDITION.
 CK2579
 CK2579                          STATION RECOVERY (1995)
 CK2579
 CK2579'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2578 ***********************************************************************
 CK2578  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2578  DESIGNATION -  866 6699 B TIDAL
 CK2578  PID         -  CK2578
 CK2578  STATE/COUNTY-  SC/CHARLESTON
 CK2578  USGS QUAD   -  ADAMS RUN (1972)
 CK2578
 CK2578                         *CURRENT SURVEY CONTROL
 CK2578  ___________________________________________________________________
 CK2578* NAD 83(1986)-  32 38 46.     (N)    080 15 18.     (W)     SCALED    
 CK2578* NAVD 88     -         4.141  (meters)      13.59   (feet)  ADJUSTED  
 CK2578  ___________________________________________________________________
 CK2578  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 CK2578  DYNAMIC HT  -           4.136 (meters)      13.57  (feet)  COMP
 CK2578  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CK2578
 CK2578  VERT ORDER  -  FIRST     CLASS II
 CK2578
 CK2578.The horizontal coordinates were scaled from a topographic map and have
 CK2578.an estimated accuracy of +/- 6 seconds.
 CK2578
 CK2578.The orthometric height was determined by differential leveling
 CK2578.and adjusted by the National Geodetic Survey in June 1991..
 CK2578
 CK2578.This Tidal Bench Mark is designated as VM 4340
 CK2578.by the Center for Operational Oceanographic Products and Services.
 CK2578
 CK2578.The geoid height was determined by GEOID03.
 CK2578
 CK2578.The dynamic height is computed by dividing the NAVD 88
 CK2578.geopotential number by the normal gravity value computed on the
 CK2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2578.degrees latitude (g = 980.6199 gals.).
 CK2578
 CK2578.The modeled gravity was interpolated from observed gravity values.
 CK2578
 CK2578;                    North         East    Units  Estimated Accuracy
 CK2578;SPC SC       -    90,390.      679,500.      MT  (+/- 180 meters Scaled)
 CK2578
 CK2578                          SUPERSEDED SURVEY CONTROL
 CK2578
 CK2578  NGVD 29 (03/21/89)    4.438  (m)           14.56   (f) ADJUSTED    1 2
 CK2578
 CK2578.Superseded values are not recommended for survey control.
 CK2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2578.See file dsdata.txt to determine how the superseded data were derived.
 CK2578
 CK2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS698123(NAD 83)
 CK2578_MARKER: DJ = TIDAL STATION DISK
 CK2578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2578_SP_SET: STAINLESS STEEL ROD
 CK2578_STAMPING: 6699 B 1977
 CK2578_MARK LOGO: NOS   
 CK2578_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2578_ROD/PIPE-DEPTH: 8.5  meters
 CK2578
 CK2578  HISTORY     - Date     Condition        Report By
 CK2578  HISTORY     - 1977     MONUMENTED       NOS
 CK2578  HISTORY     - 1983     GOOD             SCGS
 CK2578  HISTORY     - 19930617 GOOD             USPSQD
 CK2578  HISTORY     - 19950612 GOOD             USPSQD
 CK2578
 CK2578                          STATION DESCRIPTION
 CK2578
 CK2578'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2578'10.1 KM (6.3 MI) SOUTH FROM HOLLYWOOD.
 CK2578'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2578'JOHNS ISLAND POST OFFICE, THENCE 14.2 KILOMETERS (8.8 MILES) NORTHWEST
 CK2578'ALONG COUNTY ROAD S-10-316 TO THE END OF THE PAVEMENT (ENTRANCE TO
 CK2578'U.S. FISH AND WILDLIFE ORANGEBURG NATIONAL FISH HATCHERY BEARS BLUFF
 CK2578'STATION), CONTINUE AHEAD FOR O.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG
 CK2578'A SAND ROAD THAT RUNS PARALLEL WITH A CHAIN LINK FENCE, CONTINUE 0.2
 CK2578'KILOMETER (0.15 MILE) NORTH THROUGH A CHAIN LINK GATE TO THE OFFICE,
 CK2578'FROM THIS POINT CONTINUE 0.4 KILOMETER (0.25 MILE) NORTH ALONG A SAND
 CK2578'ROAD THAT FOLLOWS ALONG THE RIVER, SET NEAR A 48-INCH BLAZED CEDAR
 CK2578'TREE, 6.3 METERS (20.5 FEET) WEST OF THE APPROXIMATE CENTER OF THE
 CK2578'SAND ROAD, 7.0 METERS (23.0 FEET) EAST OF THE APPROXIMATE EDGE OF A
 CK2578'FIFTY-FOOT HIGH RIVER BANK, 2.8 METERS (9.4 FEET) NORTHWEST OF THE
 CK2578'48-INCH BLAZED CEDAR TREE.
 CK2578'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CK2578'THE MARK IS 0.6 M ABOVE SAND ROAD.
 CK2578
 CK2578                          STATION RECOVERY (1993)
 CK2578
 CK2578'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2578'RECOVERED IN GOOD CONDITION.
 CK2578
 CK2578                          STATION RECOVERY (1995)
 CK2578
 CK2578'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2577 ***********************************************************************
 CK2577  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2577  DESIGNATION -  866 6699 C TIDAL
 CK2577  PID         -  CK2577
 CK2577  STATE/COUNTY-  SC/CHARLESTON
 CK2577  USGS QUAD   -  ADAMS RUN (1972)
 CK2577
 CK2577                         *CURRENT SURVEY CONTROL
 CK2577  ___________________________________________________________________
 CK2577* NAD 83(1986)-  32 38 46.     (N)    080 15 18.     (W)     SCALED    
 CK2577* NAVD 88     -         5.167  (meters)      16.95   (feet)  ADJUSTED  
 CK2577  ___________________________________________________________________
 CK2577  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 CK2577  DYNAMIC HT  -           5.161 (meters)      16.93  (feet)  COMP
 CK2577  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CK2577
 CK2577  VERT ORDER  -  FIRST     CLASS II
 CK2577
 CK2577.The horizontal coordinates were scaled from a topographic map and have
 CK2577.an estimated accuracy of +/- 6 seconds.
 CK2577
 CK2577.The orthometric height was determined by differential leveling
 CK2577.and adjusted by the National Geodetic Survey in June 1991..
 CK2577
 CK2577.This Tidal Bench Mark is designated as VM 4341
 CK2577.by the Center for Operational Oceanographic Products and Services.
 CK2577
 CK2577.The geoid height was determined by GEOID03.
 CK2577
 CK2577.The dynamic height is computed by dividing the NAVD 88
 CK2577.geopotential number by the normal gravity value computed on the
 CK2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2577.degrees latitude (g = 980.6199 gals.).
 CK2577
 CK2577.The modeled gravity was interpolated from observed gravity values.
 CK2577
 CK2577;                    North         East    Units  Estimated Accuracy
 CK2577;SPC SC       -    90,390.      679,500.      MT  (+/- 180 meters Scaled)
 CK2577
 CK2577                          SUPERSEDED SURVEY CONTROL
 CK2577
 CK2577  NGVD 29 (03/21/89)    5.464  (m)           17.93   (f) ADJUSTED    1 2
 CK2577
 CK2577.Superseded values are not recommended for survey control.
 CK2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2577.See file dsdata.txt to determine how the superseded data were derived.
 CK2577
 CK2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS698123(NAD 83)
 CK2577_MARKER: DJ = TIDAL STATION DISK
 CK2577_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2577_SP_SET: STAINLESS STEEL ROD
 CK2577_STAMPING: 6699 C 1977
 CK2577_MARK LOGO: NOS   
 CK2577_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2577_ROD/PIPE-DEPTH: 9.10 meters
 CK2577
 CK2577  HISTORY     - Date     Condition        Report By
 CK2577  HISTORY     - 1977     MONUMENTED       NOS
 CK2577  HISTORY     - 1983     GOOD             SCGS
 CK2577  HISTORY     - 19930617 GOOD             USPSQD
 CK2577  HISTORY     - 19950612 GOOD             USPSQD
 CK2577
 CK2577                          STATION DESCRIPTION
 CK2577
 CK2577'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2577'10.1 KM (6.3 MI) SOUTH FROM HOLLYWOOD.
 CK2577'9.4 KILOMETERS (5.85 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2577'JOHNS ISLAND POST OFFICE, THENCE 14.2 KILOMETERS (8.8 MILES) NORTHWEST
 CK2577'ALONG COUNTY ROAD S-10-316 TO THE END OF PAVEMENT (ENTRANCE TO U.S.
 CK2577'FISH AND WILDLIFE ORANGEBURG NATIONAL FISH HATCHERY BEARS BLUFF
 CK2577'STATION), CONTINUE AHEAD 0.3 KILOMETER (0.2 MILE) SOUTHWEST ALONG A
 CK2577'SAND ROAD THAT RUNS PARALLEL WITH A CHAIN LINK FENCE, CONTINUE 0.25
 CK2577'KILOMETER (0.15 MILE) NORTH THROUGH A CHAIN LINK GATE TO THE OFFICE,
 CK2577'CONTINUE 0.5 KILOMETER (0.3 MILE) NORTH ALONG THE SAND ROAD THAT
 CK2577'FOLLOWS THE RIVER, SET NEAR A LONE 90-INCH CEDAR TREE, 4.6 METERS
 CK2577'(15.0 FEET) WEST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 CK2577'5.0 METERS (16.8 FEET) SOUTH-SOUTHEAST OF A 90-INCH BLAZED OAK TREE,
 CK2577'4.4 METERS (14.6 FEET) NORTH OF THE LONE 90-INCH CEDAR TREE.
 CK2577'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 CK2577'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2577
 CK2577                          STATION RECOVERY (1993)
 CK2577
 CK2577'RECOVERY NOTE BY US POWER SQUADRON 1993 (CBS)
 CK2577'RECOVERED IN GOOD CONDITION.
 CK2577
 CK2577                          STATION RECOVERY (1995)
 CK2577
 CK2577'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3027 ***********************************************************************
 CK3027  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3027  DESIGNATION -  866 6749 A TIDAL
 CK3027  PID         -  CK3027
 CK3027  STATE/COUNTY-  SC/COLLETON
 CK3027  USGS QUAD   -  FENWICK (1960)
 CK3027
 CK3027                         *CURRENT SURVEY CONTROL
 CK3027  ___________________________________________________________________
 CK3027* NAD 83(1986)-  32 37 56.     (N)    080 28 23.     (W)     SCALED    
 CK3027* NAVD 88     -         3.130  (meters)      10.27   (feet)  ADJUSTED  
 CK3027  ___________________________________________________________________
 CK3027  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK3027  DYNAMIC HT  -           3.126 (meters)      10.26  (feet)  COMP
 CK3027  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 CK3027
 CK3027  VERT ORDER  -  FIRST     CLASS II
 CK3027
 CK3027.The horizontal coordinates were scaled from a topographic map and have
 CK3027.an estimated accuracy of +/- 6 seconds.
 CK3027
 CK3027.The orthometric height was determined by differential leveling
 CK3027.and adjusted by the National Geodetic Survey in June 1991..
 CK3027
 CK3027.This Tidal Bench Mark is designated as VM 4342
 CK3027.by the Center for Operational Oceanographic Products and Services.
 CK3027
 CK3027.The geoid height was determined by GEOID03.
 CK3027
 CK3027.The dynamic height is computed by dividing the NAVD 88
 CK3027.geopotential number by the normal gravity value computed on the
 CK3027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3027.degrees latitude (g = 980.6199 gals.).
 CK3027
 CK3027.The modeled gravity was interpolated from observed gravity values.
 CK3027
 CK3027;                    North         East    Units  Estimated Accuracy
 CK3027;SPC SC       -    88,730.      659,050.      MT  (+/- 180 meters Scaled)
 CK3027
 CK3027                          SUPERSEDED SURVEY CONTROL
 CK3027
 CK3027  NGVD 29 (03/21/89)    3.414  (m)           11.20   (f) ADJUSTED    1 2
 CK3027
 CK3027.Superseded values are not recommended for survey control.
 CK3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3027.See file dsdata.txt to determine how the superseded data were derived.
 CK3027
 CK3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS494106(NAD 83)
 CK3027_MARKER: DJ = TIDAL STATION DISK
 CK3027_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3027_SP_SET: STAINLESS STEEL ROD
 CK3027_STAMPING: 6749 A 1981
 CK3027_MARK LOGO: NOS   
 CK3027_PROJECTION: FLUSH
 CK3027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3027+STABILITY: POSITION/ELEVATION WELL
 CK3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3027+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 CK3027_ROD/PIPE-DEPTH: 13.4 meters
 CK3027
 CK3027  HISTORY     - Date     Condition        Report By
 CK3027  HISTORY     - 1981     MONUMENTED       NOS
 CK3027  HISTORY     - 1983     GOOD             SCGS
 CK3027  HISTORY     - 20050801 GOOD             SCGS
 CK3027
 CK3027                          STATION DESCRIPTION
 CK3027
 CK3027'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3027'16.9 KM (10.5 MI) SOUTH FROM GREEN POND.
 CK3027'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3027'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3027'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3027'U.S. HIGHWAY 17, THENCE 14.3 KILOMETERS (8.9 MILES) SOUTHERLY ALONG
 CK3027'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE AIRY HALL PLANTATION,
 CK3027'THENCE 2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG THE SAND ROAD TO A Y
 CK3027'INTESECTION, THENCE 0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG THE MAIN
 CK3027'SAND ROAD LEADING TO THE MAIN HOUSE, SET NEAR THE ENTRANCE TO THE BOAT
 CK3027'DOCK ON THE EAST SIDE OF THE HOUSE, 8.2 METERS (27.0 FEET) SOUTH OF
 CK3027'THE CENTER OF THE WALK RAMP TO THE DOCK, 2.0 METERS (6.9 FEET) WEST OF
 CK3027'A 20-INCH OAK TREE, 1.8 METERS (6.0 FEET) SOUTH-SOUTHWEST OF AN
 CK3027'18-INCH PINE TREE, 3.7 METERS (12.0 FEET) WEST-SOUTHWEST OF THE EDGE
 CK3027'OF THE RIVER BANK.
 CK3027'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3027
 CK3027                          STATION RECOVERY (2005)
 CK3027
 CK3027'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3027'STATION IS LOCATED 9.4 MI (15.13 KM) SOUTHWEST OF ADAMS RUN, 22.3 MI
 CK3027'(35.89 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--H.B.  LIMEHOUSE,
 CK3027'8917 BENNETTS POINT ROAD, GREEN POND, SC 29446. TO REACH THE STATION
 CK3027'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3027'HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF
 CK3027'GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE
 CK3027'JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26
 CK3027'FOR 4.3 MI (6.92 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN
 CK3027'ROAD), CONTINUE ON ROAD 26 FOR 4.65 MI (7.48 KM) TO THE JUNCTION OF A
 CK3027'SAND ENTRANCE DRIVE OF AIRY HALL PLANTATION, TURN LEFT ON THE ENTRANCE
 CK3027'DRIVE FOR 0.05 MI (0.08 KM) TO THE GATE HOUSE, CONTINUE ON THE SAND
 CK3027'ROAD FOR 1.2 MI (1.93 KM) TO THE FORK JUNCTION OF TWO GRASSY ROADS,
 CK3027'CONTINUE ON THE SAND ROAD FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF A
 CK3027'SAND ROAD, TURN RIGHT ON THE SAND ROAD FOR 0.15 MI (0.24 KM) TO A
 CK3027'PARKING AREA IN FRONT OF THE MAIN HOUSE, CONTINUE THROUGH THE PARKING
 CK3027'AREA ON A DIRT ROAD HEADING EAST INTO THE WOODS FOR 0.05 MI (0.08 KM)
 CK3027'TO THE JUNCTION OF A GRASSY ROAD, TURN LEFT ON THE GRASSY ROAD FOR
 CK3027'0.05 MI (0.08 KM) TO THE STATION NEAR THE BANK OF THE ASHEPOO RIVER.
 CK3027'STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD FLUSH WITH THE
 CK3027'GROUND AND LEVEL WITH THE DIM ROAD, 23.3 FT (7.1 M) SOUTH OF THE
 CK3027'SOUTHWEST CORNER OF A BOARDWALK TO A DOCK, 14.2 FT (4.3 M) SOUTH OF A
 CK3027'WOOD POST WITH A BREAKER BOX, 36.2 FT (11.0 M) SOUTH OF A 3.0-FOOT
 CK3027'LIVE OAK TREE NEAR THE BOARDWALK, 41.4 FT (12.6 M) NORTH OF A 1.6-FOOT
 CK3027'MAGNOLIA TREE, 5.7 FT (1.7 M) WEST OF A 1.6-FOOT LIVE OAK TREE WITH A
 CK3027'SCGS REFERENCE WASHER ATTACHED, 12.9 FT (3.9 M) SOUTHWEST OF THE
 CK3027'SOUTHWEST BANK OF THE RIVER, 174.5 FT (53.2 M) NORTHEAST OF TIDAL
 CK3027'BENCH MARK 866 6749 F TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3026 ***********************************************************************
 CK3026  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3026  DESIGNATION -  866 6749 F TIDAL
 CK3026  PID         -  CK3026
 CK3026  STATE/COUNTY-  SC/COLLETON
 CK3026  USGS QUAD   -  FENWICK (1960)
 CK3026
 CK3026                         *CURRENT SURVEY CONTROL
 CK3026  ___________________________________________________________________
 CK3026* NAD 83(1986)-  32 37 56.     (N)    080 28 23.     (W)     SCALED    
 CK3026* NAVD 88     -         3.126  (meters)      10.26   (feet)  ADJUSTED  
 CK3026  ___________________________________________________________________
 CK3026  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK3026  DYNAMIC HT  -           3.123 (meters)      10.25  (feet)  COMP
 CK3026  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 CK3026
 CK3026  VERT ORDER  -  FIRST     CLASS II
 CK3026
 CK3026.The horizontal coordinates were scaled from a topographic map and have
 CK3026.an estimated accuracy of +/- 6 seconds.
 CK3026
 CK3026.The orthometric height was determined by differential leveling
 CK3026.and adjusted by the National Geodetic Survey in June 1991..
 CK3026
 CK3026.This Tidal Bench Mark is designated as VM 4344
 CK3026.by the Center for Operational Oceanographic Products and Services.
 CK3026
 CK3026.The geoid height was determined by GEOID03.
 CK3026
 CK3026.The dynamic height is computed by dividing the NAVD 88
 CK3026.geopotential number by the normal gravity value computed on the
 CK3026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3026.degrees latitude (g = 980.6199 gals.).
 CK3026
 CK3026.The modeled gravity was interpolated from observed gravity values.
 CK3026
 CK3026;                    North         East    Units  Estimated Accuracy
 CK3026;SPC SC       -    88,730.      659,050.      MT  (+/- 180 meters Scaled)
 CK3026
 CK3026                          SUPERSEDED SURVEY CONTROL
 CK3026
 CK3026  NGVD 29 (03/21/89)    3.411  (m)           11.19   (f) ADJUSTED    1 2
 CK3026
 CK3026.Superseded values are not recommended for survey control.
 CK3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3026.See file dsdata.txt to determine how the superseded data were derived.
 CK3026
 CK3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS494106(NAD 83)
 CK3026_MARKER: DJ = TIDAL STATION DISK
 CK3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3026_SP_SET: CONCRETE POST
 CK3026_STAMPING: 6749 F 1981
 CK3026_MARK LOGO: NOS   
 CK3026_PROJECTION: FLUSH
 CK3026_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3026+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 CK3026
 CK3026  HISTORY     - Date     Condition        Report By
 CK3026  HISTORY     - 1981     MONUMENTED       NOS
 CK3026  HISTORY     - 1983     GOOD             SCGS
 CK3026  HISTORY     - 20050801 GOOD             SCGS
 CK3026
 CK3026                          STATION DESCRIPTION
 CK3026
 CK3026'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3026'16.9 KM (10.5 MI) SOUTH FROM GREEN POND.
 CK3026'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3026'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3026'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3026'U.S. HIGHWAY 17, THENCE 14.3 KILOMETERS (8.9 MILES) SOUTHERLY ALONG
 CK3026'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE AIRY HALL PLANTATION,
 CK3026'THENCE 2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG THE SAND ROAD TO A Y
 CK3026'INTERSECTION, THENCE 0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG THE MAIN
 CK3026'SAND ROAD LEADING TO THE MAIN HOUSE, SET BETWEEN THE OLD ROAD LEADING
 CK3026'TO THE DOCK AND THE HOUSE, 53.2 METERS (174.5 FEET) SOUTHWEST OF 866
 CK3026'6749 A TIDAL, 59.7 METERS (196.0 FEET) SOUTHEAST OF THE SOUTHEAST
 CK3026'CORNER OF THE HOUSE, 4.6 METERS (15.0 FEET) NORTH-NORTHWEST OF THE
 CK3026'APPROXIMATE CENTER OF THE DOCK ROAD, 2.4 METERS (8,0 FEET) SOUTH OF A
 CK3026'DOUBLE TRUNK 10-INCH CHINA BERRY TREE
 CK3026'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3026
 CK3026                          STATION RECOVERY (2005)
 CK3026
 CK3026'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3026'STATION IS LOCATED 9.5 MI (15.29 KM) SOUTHWEST OF ADAMS RUN, 21.95 MI
 CK3026'(35.33 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--H.B.  LIMEHOUSE,
 CK3026'8917 BENNETTS POINT ROAD, GREEN POND, SC 29446. TO REACH THE STATION
 CK3026'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3026'HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF
 CK3026'GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE
 CK3026'JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26
 CK3026'FOR 4.3 MI (6.92 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN
 CK3026'ROAD), CONTINUE ON ROAD 26 FOR 4.65 MI (7.48 KM) TO THE JUNCTION OF A
 CK3026'SAND ENTRANCE DRIVE OF AIRY HALL PLANTATION, TURN LEFT ON THE ENTRANCE
 CK3026'DRIVE FOR 0.05 MI (0.08 KM) TO THE GATE HOUSE, CONTINUE ON THE SAND
 CK3026'ROAD FOR 1.2 MI (1.93 KM) TO THE FORK JUNCTION OF TWO GRASSY ROADS,
 CK3026'CONTINUE ON THE SAND ROAD FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF A
 CK3026'SAND ROAD, TURN RIGHT ON THE SAND ROAD FOR 0.15 MI (0.24 KM) TO A
 CK3026'PARKING AREA IN FRONT OF THE MAIN HOUSE, CONTINUE THROUGH THE PARKING
 CK3026'AREA ON A DIRT ROAD HEADING EAST INTO THE WOODS FOR 0.05 MI (0.08 KM)
 CK3026'TO THE JUNCTION OF A GRASSY ROAD, TURN LEFT ON THE GRASSY ROAD FOR
 CK3026'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT. STATION IS A CONCRETE
 CK3026'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 16.2 FT (4.9 M)
 CK3026'NORTH NORTHWEST OF THE CENTER OF THE GRASSY ROAD, 7.5 FT (2.3 M)
 CK3026'NORTHWEST OF A 3.0-FOOT DOUBLE-TRUNKED PINE TREE, 8.3 FT (2.5 M) SOUTH
 CK3026'OF A 1.1-FOOT DOUBLE-TRUNKED LAUREL TREE, 174.5 FT (53.2 M) SOUTHWEST
 CK3026'OF TIDAL BENCH MARK 866 6749 A TIDAL, 196.0 FT (59.7 M) SOUTHEAST OF
 CK3026'THE SOUTHEAST CORNER OF THE HOUSE, 176.0 FT (53.6 M) NORTHEAST OF THE
 CK3026'CENTER OF THE DIRT ROAD. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3024 ***********************************************************************
 CK3024  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3024  DESIGNATION -  866 6749 G TIDAL
 CK3024  PID         -  CK3024
 CK3024  STATE/COUNTY-  SC/COLLETON
 CK3024  USGS QUAD   -  FENWICK (1960)
 CK3024
 CK3024                         *CURRENT SURVEY CONTROL
 CK3024  ___________________________________________________________________
 CK3024* NAD 83(1986)-  32 37 54.     (N)    080 28 25.     (W)     SCALED    
 CK3024* NAVD 88     -         3.967  (meters)      13.02   (feet)  ADJUSTED  
 CK3024  ___________________________________________________________________
 CK3024  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK3024  DYNAMIC HT  -           3.963 (meters)      13.00  (feet)  COMP
 CK3024  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 CK3024
 CK3024  VERT ORDER  -  FIRST     CLASS II
 CK3024
 CK3024.The horizontal coordinates were scaled from a topographic map and have
 CK3024.an estimated accuracy of +/- 6 seconds.
 CK3024
 CK3024.The orthometric height was determined by differential leveling
 CK3024.and adjusted by the National Geodetic Survey in June 1991..
 CK3024
 CK3024.This Tidal Bench Mark is designated as VM 4345
 CK3024.by the Center for Operational Oceanographic Products and Services.
 CK3024
 CK3024.The geoid height was determined by GEOID03.
 CK3024
 CK3024.The dynamic height is computed by dividing the NAVD 88
 CK3024.geopotential number by the normal gravity value computed on the
 CK3024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3024.degrees latitude (g = 980.6199 gals.).
 CK3024
 CK3024.The modeled gravity was interpolated from observed gravity values.
 CK3024
 CK3024;                    North         East    Units  Estimated Accuracy
 CK3024;SPC SC       -    88,660.      658,990.      MT  (+/- 180 meters Scaled)
 CK3024
 CK3024                          SUPERSEDED SURVEY CONTROL
 CK3024
 CK3024  NGVD 29 (03/21/89)    4.252  (m)           13.95   (f) ADJUSTED    1 2
 CK3024
 CK3024.Superseded values are not recommended for survey control.
 CK3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3024.See file dsdata.txt to determine how the superseded data were derived.
 CK3024
 CK3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS493105(NAD 83)
 CK3024_MARKER: DJ = TIDAL STATION DISK
 CK3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3024_SP_SET: CONCRETE POST
 CK3024_STAMPING: 6749 G 1981
 CK3024_MARK LOGO: NOS   
 CK3024_PROJECTION: FLUSH
 CK3024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3024+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 CK3024
 CK3024  HISTORY     - Date     Condition        Report By
 CK3024  HISTORY     - 1981     MONUMENTED       NOS
 CK3024  HISTORY     - 1983     GOOD             SCGS
 CK3024  HISTORY     - 20050801 GOOD             SCGS
 CK3024
 CK3024                          STATION DESCRIPTION
 CK3024
 CK3024'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3024'16.9 KM (10.5 MI) SOUTH FROM GREEN POND.
 CK3024'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3024'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3024'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3024'U.S. HIGHWAY 17, THENCE 14.3 KILOMETERS (8.9 MILES) SOUTHERLY ALONG
 CK3024'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE AIRY HALL PLANTATION,
 CK3024'THENCE 2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG THE SAND ROAD TO A
 CK3024'Y-INTERSECTION, THENCE 0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG THE
 CK3024'MAIN SAND ROAD LEADING TO THE MAIN HOUSE, SET BETWEEN A DIM ROAD
 CK3024'LEADING WEST AND A HEDGE ROW, 74.4 METERS (244.5 FEET) NORTHEAST OF
 CK3024'866 6749 H TIDAL, 7.6 METERS (25.0 FEET) NORTH-NORTHWEST OF THE
 CK3024'APPROXIMATE CENTER OF THE DIM ROAD, 2.0 METERS (6.6 FEET)
 CK3024'SOUTH-SOUTHEAST OF THE HEDGE LINE, 64.0 METERS (210.0 FEET) WEST OF
 CK3024'866 6749 C TIDAL.
 CK3024'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3024
 CK3024                          STATION RECOVERY (2005)
 CK3024
 CK3024'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3024'STATION IS LOCATED 9.5 MI (15.29 KM) SOUTHWEST OF ADAMS RUN, 21.95 MI
 CK3024'(35.33 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--H.B.  LIMEHOUSE,
 CK3024'8917 BENNETTS POINT ROAD, GREEN POND, SC 29446. TO REACH THE STATION
 CK3024'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3024'HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF
 CK3024'GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE
 CK3024'JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26
 CK3024'FOR 4.3 MI (6.92 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN
 CK3024'ROAD), CONTINUE ON ROAD 26 FOR 4.65 MI (7.48 KM) TO THE JUNCTION OF A
 CK3024'SAND ENTRANCE DRIVE OF AIRY HALL PLANTATION, TURN LEFT ON THE ENTRANCE
 CK3024'DRIVE FOR 0.05 MI (0.08 KM) TO THE GATE HOUSE, CONTINUE ON THE SAND
 CK3024'ROAD FOR 1.2 MI (1.93 KM) TO THE FORK JUNCTION OF TWO GRASSY ROADS,
 CK3024'CONTINUE ON THE SAND ROAD FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF A
 CK3024'SAND ROAD, TURN RIGHT ON THE SAND ROAD FOR 0.15 MI (0.24 KM) TO A
 CK3024'PARKING AREA IN FRONT OF THE MAIN HOUSE, CONTINUE THROUGH THE PARKING
 CK3024'AREA ON A DIRT ROAD HEADING EAST INTO THE WOODS FOR 0.05 MI (0.08 KM)
 CK3024'TO THE JUNCTION OF A GRASSY ROAD, TURN RIGHT ON THE GRASSY ROAD FOR
 CK3024'0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. STATION IS A CONCRETE
 CK3024'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 30.0 FT (9.1 M)
 CK3024'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 18.0 FT (5.5 M) WEST OF A
 CK3024'1.5-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 11.3 FT (3.4
 CK3024'M) NORTH NORTHEAST OF A 1.9-FOOT PINE TREE WITH A SCGS REFERENCE
 CK3024'WASHER ATTACHED, 182.0 FT (55.5 M) NORTH NORTHWEST OF THE CENTER OF
 CK3024'THE DIM ROAD, 244.5 FT (74.5 M) SOUTHWEST OF TIDAL BENCH MARK 866 6749
 CK3024'H TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3023 ***********************************************************************
 CK3023  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3023  DESIGNATION -  866 6749 H TIDAL
 CK3023  PID         -  CK3023
 CK3023  STATE/COUNTY-  SC/COLLETON
 CK3023  USGS QUAD   -  FENWICK (1960)
 CK3023
 CK3023                         *CURRENT SURVEY CONTROL
 CK3023  ___________________________________________________________________
 CK3023* NAD 83(1986)-  32 37 54.     (N)    080 28 25.     (W)     SCALED    
 CK3023* NAVD 88     -         4.585  (meters)      15.04   (feet)  ADJUSTED  
 CK3023  ___________________________________________________________________
 CK3023  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK3023  DYNAMIC HT  -           4.580 (meters)      15.03  (feet)  COMP
 CK3023  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 CK3023
 CK3023  VERT ORDER  -  FIRST     CLASS II
 CK3023
 CK3023.The horizontal coordinates were scaled from a topographic map and have
 CK3023.an estimated accuracy of +/- 6 seconds.
 CK3023
 CK3023.The orthometric height was determined by differential leveling
 CK3023.and adjusted by the National Geodetic Survey in June 1991..
 CK3023
 CK3023.This Tidal Bench Mark is designated as VM 4346
 CK3023.by the Center for Operational Oceanographic Products and Services.
 CK3023
 CK3023.The geoid height was determined by GEOID03.
 CK3023
 CK3023.The dynamic height is computed by dividing the NAVD 88
 CK3023.geopotential number by the normal gravity value computed on the
 CK3023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3023.degrees latitude (g = 980.6199 gals.).
 CK3023
 CK3023.The modeled gravity was interpolated from observed gravity values.
 CK3023
 CK3023;                    North         East    Units  Estimated Accuracy
 CK3023;SPC SC       -    88,660.      658,990.      MT  (+/- 180 meters Scaled)
 CK3023
 CK3023                          SUPERSEDED SURVEY CONTROL
 CK3023
 CK3023  NGVD 29 (03/21/89)    4.870  (m)           15.98   (f) ADJUSTED    1 2
 CK3023
 CK3023.Superseded values are not recommended for survey control.
 CK3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3023.See file dsdata.txt to determine how the superseded data were derived.
 CK3023
 CK3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS493105(NAD 83)
 CK3023_MARKER: DJ = TIDAL STATION DISK
 CK3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3023_SP_SET: CONCRETE POST
 CK3023_STAMPING: 6749 H 1981
 CK3023_MARK LOGO: NOS   
 CK3023_PROJECTION: PROJECTING 5 CENTIMETERS
 CK3023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3023+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 CK3023
 CK3023  HISTORY     - Date     Condition        Report By
 CK3023  HISTORY     - 1981     MONUMENTED       NOS
 CK3023  HISTORY     - 1983     GOOD             SCGS
 CK3023  HISTORY     - 20050801 GOOD             SCGS
 CK3023
 CK3023                          STATION DESCRIPTION
 CK3023
 CK3023'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3023'16.9 KM (10.5 MI) SOUTH FROM GREEN POND.
 CK3023'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3023'OFFICE IN GREEN POND. THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3023'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3023'U.S. HIGHWAY 17, THENCE 14.3 KILOMETERS (8.9 MILES) SOUTHERLY ALONG
 CK3023'COUNTY ROAD S-15-26 TO THE ENTRANCE TO THE AIRY HALL PLANTATION,
 CK3023'THENCE 2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG THE SAND ROAD TO A
 CK3023'Y-INTERSECTION, THENCE 0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG THE
 CK3023'MAIN SAND ROAD LEADING TO THE MAIN HOUSE, SET NEAR A TRIPLE TRUNK OAK
 CK3023'TREE, 74.4 METERS (244.0 FEET) WEST-NORTHWEST OF 866 6749 G TIDAL,
 CK3023'12.7 METERS (41.6 FEET) SOUTHEAST OF THE TRIPLE TRUNK TREE, 9.1 METERS
 CK3023'(30.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE DIM ROAD
 CK3023'LEADING WEST TO THE DOCK.
 CK3023'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3023
 CK3023                          STATION RECOVERY (2005)
 CK3023
 CK3023'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3023'STATION IS LOCATED 9.4 MI (15.13 KM) SOUTHWEST OF ADAMS RUN, 21.95 MI
 CK3023'(35.33 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--H.B.  LIMEHOUSE,
 CK3023'8917 BENNETTS POINT ROAD, GREEN POND, SC 29446. TO REACH THE STATION
 CK3023'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE
 CK3023'HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF
 CK3023'GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE
 CK3023'JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26
 CK3023'FOR 4.3 MI (6.92 KM) TO THE JUNCTION OF A SAND ROAD (BLOCKER RUN
 CK3023'ROAD), CONTINUE ON ROAD 26 FOR 4.65 MI (7.48 KM) TO THE JUNCTION OF A
 CK3023'SAND ENTRANCE DRIVE OF AIRY HALL PLANTATION, TURN LEFT ON THE ENTRANCE
 CK3023'DRIVE FOR 0.05 MI (0.08 KM) TO THE GATE HOUSE, CONTINUE ON THE SAND
 CK3023'ROAD FOR 1.2 MI (1.93 KM) TO THE FORK JUNCTION OF TWO GRASSY ROADS,
 CK3023'CONTINUE ON THE SAND ROAD FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF A
 CK3023'SAND ROAD, TURN RIGHT ON THE SAND ROAD FOR 0.15 MI (0.24 KM) TO A
 CK3023'PARKING AREA IN FRONT OF THE MAIN HOUSE, CONTINUE THROUGH THE PARKING
 CK3023'AREA ON A DIRT ROAD HEADING EAST INTO THE WOODS FOR 0.05 MI (0.08 KM)
 CK3023'TO THE JUNCTION OF A GRASSY ROAD, TURN RIGHT ON THE GRASSY ROAD FOR
 CK3023'0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT. STATION IS A DISK
 CK3023'ATTACHED TO A STAINLESS ROD PROJECTING 0.2 FT (0.1 M) AND LEVEL WITH
 CK3023'THE ROAD, 30.0 FT (9.1 M) NORTH NORTHWEST OF THE CENTER OF THE GRASSY
 CK3023'ROAD, 43.0 FT (13.1 M) SOUTHEAST OF A 4.0-FOOT TRIPLE-TRUNKED LIVE OAK
 CK3023'TREE, 22.5 FT (6.9 M) NORTHEAST OF A 2.8-FOOT DOUBLE-TRUNKED LIVE OAK
 CK3023'TREE, 13.0 FT (4.0 M) WEST NORTHWEST OF A 2.2-FOOT LIVE OAK TREE WITH
 CK3023'A SCGS REFERENCE WASHER ATTACHED, 244.5 FT (74.5 M) NORTHEAST OF TIDAL
 CK3023'BENCH MARK 866 6749 G TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1761 ***********************************************************************
 CK1761  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1761  DESIGNATION -  866 6799 C TIDAL
 CK1761  PID         -  CK1761
 CK1761  STATE/COUNTY-  SC/CHARLESTON
 CK1761  USGS QUAD   -  ADAMS RUN (1972)
 CK1761
 CK1761                         *CURRENT SURVEY CONTROL
 CK1761  ___________________________________________________________________
 CK1761* NAD 83(1986)-  32 38 06.     (N)    080 20 30.     (W)     SCALED    
 CK1761* NAVD 88     -         3.211  (meters)      10.53   (feet)  ADJUSTED  
 CK1761  ___________________________________________________________________
 CK1761  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CK1761  DYNAMIC HT  -           3.207 (meters)      10.52  (feet)  COMP
 CK1761  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 CK1761
 CK1761  VERT ORDER  -  FIRST     CLASS II
 CK1761
 CK1761.The horizontal coordinates were scaled from a topographic map and have
 CK1761.an estimated accuracy of +/- 6 seconds.
 CK1761
 CK1761.The orthometric height was determined by differential leveling
 CK1761.and adjusted by the National Geodetic Survey in June 1991..
 CK1761
 CK1761.This Tidal Bench Mark is designated as VM 6659
 CK1761.by the Center for Operational Oceanographic Products and Services.
 CK1761
 CK1761.The geoid height was determined by GEOID03.
 CK1761
 CK1761.The dynamic height is computed by dividing the NAVD 88
 CK1761.geopotential number by the normal gravity value computed on the
 CK1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1761.degrees latitude (g = 980.6199 gals.).
 CK1761
 CK1761.The modeled gravity was interpolated from observed gravity values.
 CK1761
 CK1761;                    North         East    Units  Estimated Accuracy
 CK1761;SPC SC       -    89,100.      671,370.      MT  (+/- 180 meters Scaled)
 CK1761
 CK1761                          SUPERSEDED SURVEY CONTROL
 CK1761
 CK1761  NGVD 29 (03/21/89)    3.502  (m)           11.49   (f) ADJUSTED    1 2
 CK1761
 CK1761.Superseded values are not recommended for survey control.
 CK1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1761.See file dsdata.txt to determine how the superseded data were derived.
 CK1761
 CK1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS617110(NAD 83)
 CK1761_MARKER: DJ = TIDAL STATION DISK
 CK1761_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK1761_SP_SET: BRIDGE CURB
 CK1761_STAMPING: 6799 C 1977
 CK1761_MARK LOGO: NOS   
 CK1761_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK1761+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 CK1761
 CK1761  HISTORY     - Date     Condition        Report By
 CK1761  HISTORY     - 1977     MONUMENTED       NOS
 CK1761  HISTORY     - 1979     GOOD             NGS
 CK1761  HISTORY     - 19930816 GOOD             SCGS
 CK1761  HISTORY     - 19980827 GOOD             SCGS
 CK1761  HISTORY     - 20050809 GOOD             SCGS
 CK1761
 CK1761                          STATION DESCRIPTION
 CK1761
 CK1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1761'6.3 MI SOUTH FROM ADAMS RUN.
 CK1761'6.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE JUNCTION OF STATE
 CK1761'HIGHWAY 162 AT ADAMS RUN, AT THE SOUTH END OF THE BRIDGE ACROSS DAWHO
 CK1761'RIVER, 13.2 FT. WEST OF THE CENTERLINE OF THE HIGHWAY. DISK SET IN
 CK1761'TOP OF SOUTHWEST ABUTMENT OF BRIDGE.
 CK1761'THE MARK IS 1 FT ABOVE HIGHWAY.
 CK1761
 CK1761                          STATION RECOVERY (1993)
 CK1761
 CK1761'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 CK1761'RECOVERED AS DESCRIBED. THE BRIDGE THIS STATION IS IN WILL BE REMOVED
 CK1761'IN THE NEAR FUTURE DESTROYING THIS STATION. RECOVERY BY T. HALL.
 CK1761
 CK1761                          STATION RECOVERY (1998)
 CK1761
 CK1761'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK1761'STATION IS LOCATED 6.3 MILES (10.1 KM) NORTHWEST OF EDISTO ISLAND,
 CK1761'25.95 MILES (41.76 KM) WEST SOUTHWEST OF CHARLESTON. OWNERSHIP--SCDOT,
 CK1761'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK1761'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK1761'HIGHWAYS 174 AND 162 IN ADAMS RUN, GO SOUTH ON HIGHWAY 174 FOR 4.25
 CK1761'MILES (6.84 KM) TO THE JUNCTION OF STATE ROAD 89 (WHITE POINT ROAD),
 CK1761'CONTINUE ON HIGHWAY 174 FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF A
 CK1761'PAVED ROAD RIGHT (DAHOO BOAT LANDING ROAD), TURN RIGHT ON THE ROAD FOR
 CK1761'0.45 MILE (0.72 KM) TO THE BOAT RAMP AND PARKING LOT AND THE STATION
 CK1761'IN THE SOUTHWEST CORNER OF THE OLD CONCRETE BRIDGE (NOW A FISHING
 CK1761'PIER).  STATION IS A DRILL MARK IN THE CURB OF BRIDGE AND 1.0 FOOT
 CK1761'(0.3 M) ABOVE THE DECK OF THE BRIDGE, 13.0 FEET (4.0 M) WEST OF THE
 CK1761'CENTER OF THE BRIDGE, 67.0 FEET (20.4 M) NORTH NORTHWEST OF A SECURITY
 CK1761'LIGHT POLE NUMBER 462786, 4.5 FEET (1.4 M) WEST NORTHWEST OF A
 CK1761'2.5-FOOT HIGH CREOSOTE POLE WITH A SCGS REFERENCE WASHER ATTACHED.
 CK1761'RECOVERED BY C.J. STONE.
 CK1761
 CK1761                          STATION RECOVERY (2005)
 CK1761
 CK1761'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK1761'STATION IS LOCATED 5.7 MI (9.17 KM) SOUTH OF ADAMS RUN, 25.75 MI
 CK1761'(41.44 KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR
 CK1761'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK1761'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK1761'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK1761'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK1761'THE SOUTH END OF THE BRIDGE OVER THE DAWHO RIVER, CONTINUE ON HIGHWAY
 CK1761'174 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF A PAVED ROAD, TURN RIGHT
 CK1761'ON THE PAVED ROAD FOR 0.4 MI (0.64 KM) TO THE STATION IN THE SOUTHWEST
 CK1761'CORNER OF THE OLD DAWHO RIVER BRIDGE. STATION IS A DISK SET IN A DRILL
 CK1761'HOLE IN THE BRIDGE AND 1.0 FT (0.3 M) ABOVE THE BRIDGE DECK, 0.9 FT
 CK1761'(0.3 M) NORTH OF THE SOUTH EDGE OF THE BRIDGE, 13.2 FT (4.0 M) WEST OF
 CK1761'THE CENTER OF THE BRIDGE, 67.0 FT (20.4 M) NORTH NORTHWEST OF A
 CK1761'SECURITY LIGHT POLE NUMBER 462786, 4.5 FT (141058.8 M) WEST NORTHWEST
 CK1761'OF A WOOD POST PROJECTING 2.5 FT (0.8 M) WITH A SCGS REFERENCE WASHER
 CK1761'ATTACHED. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1762 ***********************************************************************
 CK1762  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1762  DESIGNATION -  866 6799 D TIDAL
 CK1762  PID         -  CK1762
 CK1762  STATE/COUNTY-  SC/CHARLESTON
 CK1762  USGS QUAD   -  ADAMS RUN (1972)
 CK1762
 CK1762                         *CURRENT SURVEY CONTROL
 CK1762  ___________________________________________________________________
 CK1762* NAD 83(1986)-  32 38 06.     (N)    080 20 29.     (W)     SCALED    
 CK1762* NAVD 88     -         1.610  (meters)       5.28   (feet)  ADJUSTED  
 CK1762  ___________________________________________________________________
 CK1762  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CK1762  DYNAMIC HT  -           1.609 (meters)       5.28  (feet)  COMP
 CK1762  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 CK1762
 CK1762  VERT ORDER  -  FIRST     CLASS II
 CK1762
 CK1762.The horizontal coordinates were scaled from a topographic map and have
 CK1762.an estimated accuracy of +/- 6 seconds.
 CK1762
 CK1762.The orthometric height was determined by differential leveling
 CK1762.and adjusted by the National Geodetic Survey in June 1991..
 CK1762
 CK1762.This Tidal Bench Mark is designated as VM 6660
 CK1762.by the Center for Operational Oceanographic Products and Services.
 CK1762
 CK1762.The geoid height was determined by GEOID03.
 CK1762
 CK1762.The dynamic height is computed by dividing the NAVD 88
 CK1762.geopotential number by the normal gravity value computed on the
 CK1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1762.degrees latitude (g = 980.6199 gals.).
 CK1762
 CK1762.The modeled gravity was interpolated from observed gravity values.
 CK1762
 CK1762;                    North         East    Units  Estimated Accuracy
 CK1762;SPC SC       -    89,100.      671,400.      MT  (+/- 180 meters Scaled)
 CK1762
 CK1762                          SUPERSEDED SURVEY CONTROL
 CK1762
 CK1762  NGVD 29 (03/21/89)    1.902  (m)            6.24   (f) ADJUSTED    1 2
 CK1762
 CK1762.Superseded values are not recommended for survey control.
 CK1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1762.See file dsdata.txt to determine how the superseded data were derived.
 CK1762
 CK1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS617110(NAD 83)
 CK1762_MARKER: DJ = TIDAL STATION DISK
 CK1762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1762_SP_SET: STAINLESS STEEL ROD
 CK1762_STAMPING: 6799 D 1977
 CK1762_PROJECTION: FLUSH
 CK1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1762_ROD/PIPE-DEPTH: 12.2 meters
 CK1762
 CK1762  HISTORY     - Date     Condition        Report By
 CK1762  HISTORY     - 1977     MONUMENTED       NOS
 CK1762  HISTORY     - 1979     GOOD             NGS
 CK1762  HISTORY     - 19930816 MARK NOT FOUND   SCGS
 CK1762
 CK1762                          STATION DESCRIPTION
 CK1762
 CK1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1762'6.3 MI SOUTH FROM ADAMS RUN.
 CK1762'6.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE JUNCTION OF STATE
 CK1762'HIGHWAY 162 AT ADAMS RUN, AT THE SOUTH END OF THE BRIDGE ACROSS DAWHO
 CK1762'RIVER, 156.0 FT. SOUTH-SOUTHEAST OF THE SOUTHEAST ABUTMENT OF THE
 CK1762'BRIDGE, 34.9 FT. EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CK1762
 CK1762                          STATION RECOVERY (1993)
 CK1762
 CK1762'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 CK1762'NOT RECOVERED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1763 ***********************************************************************
 CK1763  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1763  DESIGNATION -  866 6799 E TIDAL
 CK1763  PID         -  CK1763
 CK1763  STATE/COUNTY-  SC/CHARLESTON
 CK1763  USGS QUAD   -  ADAMS RUN (1972)
 CK1763
 CK1763                         *CURRENT SURVEY CONTROL
 CK1763  ___________________________________________________________________
 CK1763* NAD 83(1986)-  32 38 04.     (N)    080 20 28.     (W)     SCALED    
 CK1763* NAVD 88     -         1.746  (meters)       5.73   (feet)  ADJUSTED  
 CK1763  ___________________________________________________________________
 CK1763  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CK1763  DYNAMIC HT  -           1.744 (meters)       5.72  (feet)  COMP
 CK1763  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 CK1763
 CK1763  VERT ORDER  -  FIRST     CLASS II
 CK1763
 CK1763.The horizontal coordinates were scaled from a topographic map and have
 CK1763.an estimated accuracy of +/- 6 seconds.
 CK1763
 CK1763.The orthometric height was determined by differential leveling
 CK1763.and adjusted by the National Geodetic Survey in June 1991..
 CK1763
 CK1763.This Tidal Bench Mark is designated as VM 6661
 CK1763.by the Center for Operational Oceanographic Products and Services.
 CK1763
 CK1763.The geoid height was determined by GEOID03.
 CK1763
 CK1763.The dynamic height is computed by dividing the NAVD 88
 CK1763.geopotential number by the normal gravity value computed on the
 CK1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1763.degrees latitude (g = 980.6199 gals.).
 CK1763
 CK1763.The modeled gravity was interpolated from observed gravity values.
 CK1763
 CK1763;                    North         East    Units  Estimated Accuracy
 CK1763;SPC SC       -    89,040.      671,430.      MT  (+/- 180 meters Scaled)
 CK1763
 CK1763                          SUPERSEDED SURVEY CONTROL
 CK1763
 CK1763  NGVD 29 (03/21/89)    2.038  (m)            6.69   (f) ADJUSTED    1 2
 CK1763
 CK1763.Superseded values are not recommended for survey control.
 CK1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1763.See file dsdata.txt to determine how the superseded data were derived.
 CK1763
 CK1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS618109(NAD 83)
 CK1763_MARKER: DJ = TIDAL STATION DISK
 CK1763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1763_SP_SET: STAINLESS STEEL ROD
 CK1763_STAMPING: 6799 E 1977
 CK1763_PROJECTION: FLUSH
 CK1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1763_ROD/PIPE-DEPTH: 12.2 meters
 CK1763
 CK1763  HISTORY     - Date     Condition        Report By
 CK1763  HISTORY     - 1977     MONUMENTED       NOS
 CK1763  HISTORY     - 1979     GOOD             NGS
 CK1763  HISTORY     - 19930816 MARK NOT FOUND   SCGS
 CK1763
 CK1763                          STATION DESCRIPTION
 CK1763
 CK1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1763'6.3 MI SOUTH FROM ADAMS RUN.
 CK1763'6.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE JUNCTION OF STATE
 CK1763'HIGHWAY 162 AT ADAMS RUN, AT THE SOUTH END OF THE BRIDGE ACROSS THE
 CK1763'DAWHO RIVER, 306.0 FT. SOUTH-SOUTHEAST OF THE SOUTH ABUTMENT OF THE
 CK1763'BRIDGE, 150.0 FT. SOUTH-SOUTHEAST OF BENCH MARK 6799 D, 53.3 FT. EAST
 CK1763'OF THE CENTERLINE OF THE HIGHWAY.
 CK1763
 CK1763                          STATION RECOVERY (1993)
 CK1763
 CK1763'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 CK1763'NOT RECOVERED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE2766 ***********************************************************************
 AE2766  TIDAL BM    -  This is a Tidal Bench Mark.
 AE2766  DESIGNATION -  866 6799 F TIDAL
 AE2766  PID         -  AE2766
 AE2766  STATE/COUNTY-  SC/CHARLESTON
 AE2766  USGS QUAD   -  ADAMS RUN (1972)
 AE2766
 AE2766                         *CURRENT SURVEY CONTROL
 AE2766  ___________________________________________________________________
 AE2766* NAD 83(2001)-  32 37 53.87107(N)    080 20 29.34830(W)     ADJUSTED  
 AE2766* NAVD 88     -         3.331  (meters)      10.93   (feet)  ADJUSTED  
 AE2766  ___________________________________________________________________
 AE2766  X           -     902,060.757 (meters)                     COMP
 AE2766  Y           -  -5,300,377.974 (meters)                     COMP
 AE2766  Z           -   3,419,609.889 (meters)                     COMP
 AE2766  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AE2766  ELLIP HEIGHT-         -28.95  (meters)          (05/04/06) GPS OBS
 AE2766  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 AE2766  DYNAMIC HT  -           3.328 (meters)      10.92  (feet)  COMP
 AE2766  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 AE2766
 AE2766  HORZ ORDER  -  FIRST
 AE2766  VERT ORDER  -  FIRST     CLASS II
 AE2766  ELLP ORDER  -  FOURTH    CLASS II
 AE2766
 AE2766.The horizontal coordinates were established by GPS observations
 AE2766.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 AE2766
 AE2766.The orthometric height was determined by differential leveling
 AE2766.and adjusted by the National Geodetic Survey in November 2000..
 AE2766
 AE2766.This Tidal Bench Mark is designated as VM 17068
 AE2766.by the Center for Operational Oceanographic Products and Services.
 AE2766
 AE2766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2766
 AE2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2766
 AE2766.The ellipsoidal height was determined by GPS observations
 AE2766.and is referenced to NAD 83.
 AE2766
 AE2766.The geoid height was determined by GEOID03.
 AE2766
 AE2766.The dynamic height is computed by dividing the NAVD 88
 AE2766.geopotential number by the normal gravity value computed on the
 AE2766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2766.degrees latitude (g = 980.6199 gals.).
 AE2766
 AE2766.The modeled gravity was interpolated from observed gravity values.
 AE2766
 AE2766;                    North         East     Units Scale Factor Converg.
 AE2766;SPC SC       -    88,730.779   671,391.618   MT  0.99995624   +0 21 54.3
 AE2766;SPC SC       -   291,111.48  2,202,728.41   iFT  0.99995624   +0 21 54.3
 AE2766;UTM  17      - 3,610,642.128   561,770.596   MT  0.99964705   +0 21 18.4
 AE2766
 AE2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2766!SPC SC       -   1.00000455  x   0.99995624  =   0.99996079
 AE2766!UTM  17      -   1.00000455  x   0.99964705  =   0.99965159
 AE2766
 AE2766                          SUPERSEDED SURVEY CONTROL
 AE2766
 AE2766  NAVD 88 (10/08/97)    3.333  (m)           10.94   (f) UNKNOWN     1 2
 AE2766
 AE2766.Superseded values are not recommended for survey control.
 AE2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2766.See file dsdata.txt to determine how the superseded data were derived.
 AE2766
 AE2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6177110642(NAD 83)
 AE2766_MARKER: DJ = TIDAL STATION DISK
 AE2766_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE2766+WITH SETTING: PAVEMENT
 AE2766_SP_SET: BRIDGE DECK
 AE2766_STAMPING: 6799 F 1993
 AE2766_MARK LOGO: NOS   
 AE2766_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2766+STABILITY: SURFACE MOTION
 AE2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2766+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AE2766
 AE2766  HISTORY     - Date     Condition        Report By
 AE2766  HISTORY     - 1993     MONUMENTED       SCGS
 AE2766  HISTORY     - 19980827 GOOD             SCGS
 AE2766  HISTORY     - 20050809 GOOD             SCGS
 AE2766
 AE2766                          STATION DESCRIPTION
 AE2766
 AE2766'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 AE2766'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTHWEST OF EDISTO ISLAND.
 AE2766'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AE2766'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION
 AE2766'OF STATE HIGHWAYS 174 AND 162 IN ADAMS RUN, GO SOUTH ON HIGHWAY 174
 AE2766'FOR 4.25 MILES (6.84 KM) TO THE JUNCTION OF STATE ROAD 89 (WHITE POINT
 AE2766'ROAD), CONTINUE ON HIGHWAY 174 FOR 2.2 MILES (3.5 KM) TO THE STATION
 AE2766'IN THE SOUTH CORNER OF THE BRIDGE OVER THE DAWHO RIVER. STATION IS A
 AE2766'DRILL MARK IN THE DECK OF THE BRIDGE, 0.3 FOOT (9.1 CM) NORTHWEST OF
 AE2766'THE NORTHWEST EDGE OF THE CONCRETE RAIL OF THE BRIDGE, 1.0 FOOT (0.3
 AE2766'M) NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE DECK OF THE BRIDGE.
 AE2766'DESCRIBED BY T. HALL.
 AE2766
 AE2766                          STATION RECOVERY (1998)
 AE2766
 AE2766'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 AE2766'STATION IS LOCATED 6.0 MILES (9.7 KM) NORTHWEST OF EDISTO ISLAND.
 AE2766'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,
 AE2766'SC 29202, PHONE 803-737-1350.  TO REACH THE STATION FROM THE JUNCTION
 AE2766'OF STATE HIGHWAYS 174 AND 162 IN ADAMS RUN, GO SOUTH ON HIGHWAY 174
 AE2766'FOR 4.25 MILES (6.84 KM) TO THE JUNCTION OF STATE ROAD 89 (WHITE POINT
 AE2766'ROAD), CONTINUE ON HIGHWAY 174 FOR 2.2 MILES (3.5 KM) TO THE STATION
 AE2766'ON THE LEFT IN THE SOUTHEAST CORNER OF THE BRIDGE OVER THE DAWHO
 AE2766'RIVER.  STATION IS A DRILL MARK IN THE DECK OF THE BRIDGE, 0.3 FOOT
 AE2766'(9.1 CM) WEST NORTHWEST OF THE NORTHWEST EDGE OF THE CONCRETE RAIL OF
 AE2766'THE BRIDGE, 1.0 FOOT (0.3 M) NORTH NORTHEAST OF THE SOUTH EDGE OF THE
 AE2766'CONCRETE DECK OF THE BRIDGE, 3.7 FEET (1.1 M) WEST OF THE NORTHWEST
 AE2766'LEG OF THE SIGN FOR MCKINLEY WASHINGTON JR. BRIDGE. RECOVERED BY C.J.
 AE2766'STONE.
 AE2766
 AE2766                          STATION RECOVERY (2005)
 AE2766
 AE2766'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 AE2766'STATION IS LOCATED 6.0 MI (9.66 KM) SOUTH OF ADAMS RUN, 25.8 MI (41.52
 AE2766'KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 AE2766'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 AE2766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 AE2766'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 AE2766'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE STATION ON
 AE2766'THE LEFT IN THE SOUTHEAST CORNER OF THE DECK OF THE BRIDGE OVER THE
 AE2766'DAWHO RIVER. STATION IS A DRILL MARK IN THE DECK OF THE BRIDGE, 26.8
 AE2766'FT (8.2 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 0.9 FT (0.3 M)
 AE2766'NORTH NORTHEAST OF THE SOUTH EDGE OF THE BRIDGE, 0.4 FT (0.1 M) WEST
 AE2766'NORTHWEST OF THE WEST EDGE OF THE BRIDGE RAIL. RECOVERED BY R.P.
 AE2766'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2608 ***********************************************************************
 CK2608  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2608  DESIGNATION -  866 6918 A TIDAL
 CK2608  PID         -  CK2608
 CK2608  STATE/COUNTY-  SC/CHARLESTON
 CK2608  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2608
 CK2608                         *CURRENT SURVEY CONTROL
 CK2608  ___________________________________________________________________
 CK2608* NAD 83(1986)-  32 37 39.     (N)    080 10 01.     (W)     SCALED    
 CK2608* NAVD 88     -         2.752  (meters)       9.03   (feet)  ADJUSTED  
 CK2608  ___________________________________________________________________
 CK2608  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK2608  DYNAMIC HT  -           2.749 (meters)       9.02  (feet)  COMP
 CK2608  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 CK2608
 CK2608  VERT ORDER  -  FIRST     CLASS II
 CK2608
 CK2608.The horizontal coordinates were scaled from a topographic map and have
 CK2608.an estimated accuracy of +/- 6 seconds.
 CK2608
 CK2608.The orthometric height was determined by differential leveling
 CK2608.and adjusted by the National Geodetic Survey in June 1991..
 CK2608
 CK2608.This Tidal Bench Mark is designated as VM 6662
 CK2608.by the Center for Operational Oceanographic Products and Services.
 CK2608
 CK2608.The geoid height was determined by GEOID03.
 CK2608
 CK2608.The dynamic height is computed by dividing the NAVD 88
 CK2608.geopotential number by the normal gravity value computed on the
 CK2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2608.degrees latitude (g = 980.6199 gals.).
 CK2608
 CK2608.The modeled gravity was interpolated from observed gravity values.
 CK2608
 CK2608;                    North         East    Units  Estimated Accuracy
 CK2608;SPC SC       -    88,390.      687,770.      MT  (+/- 180 meters Scaled)
 CK2608
 CK2608                          SUPERSEDED SURVEY CONTROL
 CK2608
 CK2608  NGVD 29 (03/21/89)    3.050  (m)           10.01   (f) ADJUSTED    1 2
 CK2608
 CK2608.Superseded values are not recommended for survey control.
 CK2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2608.See file dsdata.txt to determine how the superseded data were derived.
 CK2608
 CK2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS781102(NAD 83)
 CK2608_MARKER: DJ = TIDAL STATION DISK
 CK2608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2608_SP_SET: STAINLESS STEEL ROD
 CK2608_STAMPING: 6918 A 1982
 CK2608_MARK LOGO: NOS   
 CK2608_PROJECTION: FLUSH
 CK2608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2608_ROD/PIPE-DEPTH: 10.1 meters
 CK2608
 CK2608  HISTORY     - Date     Condition        Report By
 CK2608  HISTORY     - 1982     MONUMENTED       NOS
 CK2608  HISTORY     - 1983     GOOD             SCGS
 CK2608  HISTORY     - 19950615 GOOD             USPSQD
 CK2608
 CK2608                          STATION DESCRIPTION
 CK2608
 CK2608'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2608'14.1 KM (8.75 MI) SE FROM HOLLYWOOD.
 CK2608'20.5 KILOMETERS (12.8 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2608'JOHNS ISLAND POST OFFICE, THENCE 1.4 KILOMETERS (0.9 MILE) NORTHEAST
 CK2608'ALONG COUNTY ROAD S-10-765 TO THE END OF THE PAVEMENT, CONTINUE 0.7
 CK2608'KILOMETER (0.45 MILE) STRAIGHT AHEAD ALONG THE SAND ROAD, SET NEAR A
 CK2608'ONE-STORY CINDER BLOCK HOUSE, 1.0 METER (3.5 FEET) WEST OF THE
 CK2608'SOUTHWEST CORNER OF THE HOUSE, 33.5 METERS (110.0 FEET) EAST-SOUTHEAST
 CK2608'OF THE APPROXIMATE CENTER OF THE SAND ROAD, 24.4 METERS (80.0 FEET)
 CK2608'NORTH-NORTHWEST OF A CEMENT BOAT RAMP, 2.7 METERS (8.7 FEET) SOUTH OF
 CK2608'A 60-INCH PINE TREE, 74.1 METERS (243.0 FEET) SOUTH OF 866 6918 B
 CK2608'TIDAL.
 CK2608'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2608
 CK2608                          STATION RECOVERY (1995)
 CK2608
 CK2608'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2607 ***********************************************************************
 CK2607  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2607  DESIGNATION -  866 6918 B TIDAL
 CK2607  PID         -  CK2607
 CK2607  STATE/COUNTY-  SC/CHARLESTON
 CK2607  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2607
 CK2607                         *CURRENT SURVEY CONTROL
 CK2607  ___________________________________________________________________
 CK2607* NAD 83(1986)-  32 37 42.     (N)    080 10 03.     (W)     SCALED    
 CK2607* NAVD 88     -         2.599  (meters)       8.53   (feet)  ADJUSTED  
 CK2607  ___________________________________________________________________
 CK2607  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK2607  DYNAMIC HT  -           2.596 (meters)       8.52  (feet)  COMP
 CK2607  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2607
 CK2607  VERT ORDER  -  FIRST     CLASS II
 CK2607
 CK2607.The horizontal coordinates were scaled from a topographic map and have
 CK2607.an estimated accuracy of +/- 6 seconds.
 CK2607
 CK2607.The orthometric height was determined by differential leveling
 CK2607.and adjusted by the National Geodetic Survey in June 1991..
 CK2607
 CK2607.This Tidal Bench Mark is designated as VM 6663
 CK2607.by the Center for Operational Oceanographic Products and Services.
 CK2607
 CK2607.The geoid height was determined by GEOID03.
 CK2607
 CK2607.The dynamic height is computed by dividing the NAVD 88
 CK2607.geopotential number by the normal gravity value computed on the
 CK2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2607.degrees latitude (g = 980.6199 gals.).
 CK2607
 CK2607.The modeled gravity was interpolated from observed gravity values.
 CK2607
 CK2607;                    North         East    Units  Estimated Accuracy
 CK2607;SPC SC       -    88,480.      687,720.      MT  (+/- 180 meters Scaled)
 CK2607
 CK2607                          SUPERSEDED SURVEY CONTROL
 CK2607
 CK2607  NGVD 29 (03/21/89)    2.897  (m)            9.50   (f) ADJUSTED    1 2
 CK2607
 CK2607.Superseded values are not recommended for survey control.
 CK2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2607.See file dsdata.txt to determine how the superseded data were derived.
 CK2607
 CK2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS780103(NAD 83)
 CK2607_MARKER: DJ = TIDAL STATION DISK
 CK2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2607_SP_SET: CONCRETE POST
 CK2607_STAMPING: 6918 B 1982
 CK2607_MARK LOGO: NOS   
 CK2607_PROJECTION: FLUSH
 CK2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2607+STABILITY: SURFACE MOTION
 CK2607
 CK2607  HISTORY     - Date     Condition        Report By
 CK2607  HISTORY     - 1982     MONUMENTED       NOS
 CK2607  HISTORY     - 1983     GOOD             SCGS
 CK2607  HISTORY     - 19950615 MARK NOT FOUND   USPSQD
 CK2607
 CK2607                          STATION DESCRIPTION
 CK2607
 CK2607'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2607'14.1 KM (8.75 MI) SE FROM HOLLYWOOD.
 CK2607'20.5 KILOMETERS (12.8 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2607'JOHNS ISLAND POST OFFICE, THENCE 1.4 KILOMETERS (0.9 MILE) NORTHEAST
 CK2607'ALONG COUNTY ROAD S-10-765 TO THE END OF THE PAVEMENT, CONTINUE 0.7
 CK2607'KILOMETER (0.45 MILE) STRAIGHT AHEAD ALONG THE SAND ROAD, SET NEAR THE
 CK2607'BLEACHERS OF A SMALL GRANDSTAND, 1.5 METERS (5.1 FEET) SOUTH-SOUTHEAST
 CK2607'OF THE SOUTHWEST CORNER OF BLEACHERS FOR A CINDER BLOCK LOOK OUT POST,
 CK2607'24.1 METERS (79.4 FEET) WEST-SOUTHWEST OF THE HIGH WATER LINE,
 CK2607'44.1 METERS (144.8 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 CK2607'THE SAND ROAD, 75.3 METERS (247.0 FEET) EAST-SOUTHEAST OF 866 6918 C
 CK2607'TIDAL, 74.1 METERS (243.1 FEET) NORTH OF 866 6918 A TIDAL.
 CK2607'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2607
 CK2607                          STATION RECOVERY (1995)
 CK2607
 CK2607'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2606 ***********************************************************************
 CK2606  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2606  DESIGNATION -  866 6918 C TIDAL
 CK2606  PID         -  CK2606
 CK2606  STATE/COUNTY-  SC/CHARLESTON
 CK2606  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2606
 CK2606                         *CURRENT SURVEY CONTROL
 CK2606  ___________________________________________________________________
 CK2606* NAD 83(1986)-  32 37 45.     (N)    080 10 01.     (W)     SCALED    
 CK2606* NAVD 88     -         3.001  (meters)       9.85   (feet)  ADJUSTED  
 CK2606  ___________________________________________________________________
 CK2606  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK2606  DYNAMIC HT  -           2.998 (meters)       9.84  (feet)  COMP
 CK2606  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2606
 CK2606  VERT ORDER  -  FIRST     CLASS II
 CK2606
 CK2606.The horizontal coordinates were scaled from a topographic map and have
 CK2606.an estimated accuracy of +/- 6 seconds.
 CK2606
 CK2606.The orthometric height was determined by differential leveling
 CK2606.and adjusted by the National Geodetic Survey in June 1991..
 CK2606
 CK2606.This Tidal Bench Mark is designated as VM 6664
 CK2606.by the Center for Operational Oceanographic Products and Services.
 CK2606
 CK2606.The geoid height was determined by GEOID03.
 CK2606
 CK2606.The dynamic height is computed by dividing the NAVD 88
 CK2606.geopotential number by the normal gravity value computed on the
 CK2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2606.degrees latitude (g = 980.6199 gals.).
 CK2606
 CK2606.The modeled gravity was interpolated from observed gravity values.
 CK2606
 CK2606;                    North         East    Units  Estimated Accuracy
 CK2606;SPC SC       -    88,580.      687,770.      MT  (+/- 180 meters Scaled)
 CK2606
 CK2606                          SUPERSEDED SURVEY CONTROL
 CK2606
 CK2606  NGVD 29 (03/21/89)    3.299  (m)           10.82   (f) ADJUSTED    1 2
 CK2606
 CK2606.Superseded values are not recommended for survey control.
 CK2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2606.See file dsdata.txt to determine how the superseded data were derived.
 CK2606
 CK2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS781104(NAD 83)
 CK2606_MARKER: DJ = TIDAL STATION DISK
 CK2606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2606_SP_SET: STAINLESS STEEL ROD
 CK2606_STAMPING: 6918 C 1982
 CK2606_MARK LOGO: NOS   
 CK2606_PROJECTION: FLUSH
 CK2606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2606_ROD/PIPE-DEPTH: 14.6 meters
 CK2606
 CK2606  HISTORY     - Date     Condition        Report By
 CK2606  HISTORY     - 1982     MONUMENTED       NOS
 CK2606  HISTORY     - 1983     GOOD             SCGS
 CK2606  HISTORY     - 19950615 GOOD             USPSQD
 CK2606
 CK2606                          STATION DESCRIPTION
 CK2606
 CK2606'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2606'14.1 KM (8.75 MI) SE FROM HOLLYWOOD.
 CK2606'20.5 KILOMETERS (12.8 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2606'JOHNS ISLAND POST OFFICE, THENCE 1.4 KILOMETERS (0.9 MILE) NORTHEAST
 CK2606'ALONG COUNTY ROAD S-10-765 TO THE END OF THE PAVEMENT, CONTINUE 0.7
 CK2606'KILOMETER (0.45 MILE) STRAIGHT AHEAD ALONG THE SAND ROAD, SET NEXT TO
 CK2606'A POWER POLE JUST NORTHEAST OF THE SAND ROAD, 1.5 METERS (5.2 FEET)
 CK2606'NORTHEAST OF A POWER POLE WITH A WITNESS SIGN AND A METER BOX, 6.1
 CK2606'METERS (20.3 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND
 CK2606'ROAD, 16.1 METERS (52.8 FEET) SOUTH-SOUTHWEST OF A 50-INCH LIVE OAK
 CK2606'TREE WITH FOUR TRUNKS, 75.3 METERS (247.0 FEET) WEST-NORTHWEST OF 866
 CK2606'6918 B TIDAL.
 CK2606'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2606
 CK2606                          STATION RECOVERY (1995)
 CK2606
 CK2606'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2605 ***********************************************************************
 CK2605  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2605  DESIGNATION -  866 6918 D TIDAL
 CK2605  PID         -  CK2605
 CK2605  STATE/COUNTY-  SC/CHARLESTON
 CK2605  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2605
 CK2605                         *CURRENT SURVEY CONTROL
 CK2605  ___________________________________________________________________
 CK2605* NAD 83(1986)-  32 37 45.     (N)    080 10 07.     (W)     SCALED    
 CK2605* NAVD 88     -         2.962  (meters)       9.72   (feet)  ADJUSTED  
 CK2605  ___________________________________________________________________
 CK2605  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 CK2605  DYNAMIC HT  -           2.959 (meters)       9.71  (feet)  COMP
 CK2605  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2605
 CK2605  VERT ORDER  -  FIRST     CLASS II
 CK2605
 CK2605.The horizontal coordinates were scaled from a topographic map and have
 CK2605.an estimated accuracy of +/- 6 seconds.
 CK2605
 CK2605.The orthometric height was determined by differential leveling
 CK2605.and adjusted by the National Geodetic Survey in June 1991..
 CK2605
 CK2605.This Tidal Bench Mark is designated as VM 6665
 CK2605.by the Center for Operational Oceanographic Products and Services.
 CK2605
 CK2605.The geoid height was determined by GEOID03.
 CK2605
 CK2605.The dynamic height is computed by dividing the NAVD 88
 CK2605.geopotential number by the normal gravity value computed on the
 CK2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2605.degrees latitude (g = 980.6199 gals.).
 CK2605
 CK2605.The modeled gravity was interpolated from observed gravity values.
 CK2605
 CK2605;                    North         East    Units  Estimated Accuracy
 CK2605;SPC SC       -    88,570.      687,620.      MT  (+/- 180 meters Scaled)
 CK2605
 CK2605                          SUPERSEDED SURVEY CONTROL
 CK2605
 CK2605  NGVD 29 (03/21/89)    3.260  (m)           10.70   (f) ADJUSTED    1 2
 CK2605
 CK2605.Superseded values are not recommended for survey control.
 CK2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2605.See file dsdata.txt to determine how the superseded data were derived.
 CK2605
 CK2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS779104(NAD 83)
 CK2605_MARKER: DJ = TIDAL STATION DISK
 CK2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2605_SP_SET: CONCRETE POST
 CK2605_STAMPING: 6918 D 1982
 CK2605_MARK LOGO: NOS   
 CK2605_PROJECTION: FLUSH
 CK2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2605+STABILITY: SURFACE MOTION
 CK2605
 CK2605  HISTORY     - Date     Condition        Report By
 CK2605  HISTORY     - 1982     MONUMENTED       NOS
 CK2605  HISTORY     - 1983     GOOD             SCGS
 CK2605  HISTORY     - 19950615 GOOD             USPSQD
 CK2605
 CK2605                          STATION DESCRIPTION
 CK2605
 CK2605'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2605'14.1 KM (8.75 MI) SE FROM HOLLYWOOD.
 CK2605'20.5 KILOMETERS (12.8 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2605'JOHNS ISLAND POST OFFICE, THENCE 1.4 KILOMETERS (0.9 MILE) NORTHEAST
 CK2605'ALONG COUNTY ROAD S-10-765 TO THE END OF THE PAVEMENT, CONTINUE 0.7
 CK2605'KILOMETER (0.45 MILE) STRAIGHT AHEAD ALONG THE SAND ROAD, SET NEAR A
 CK2605'POWER POLE JUST SOUTHEAST OF THE SAND ROAD, 1.5 METERS (5.2 FEET)
 CK2605'SOUTH-SOUTHEAST OF A POWER POLE WITH A WITNESS SIGN AND A JUNCTION
 CK2605'BOX, 10.4 METERS (34.2 FEET) WEST-SOUTHWEST OF THE SAND ROAD LEADING
 CK2605'SOUTHEAST, 8.6 METERS (28.7 FEET) EAST-NORTHEAST OF A 30-INCH CEDAR
 CK2605'TREE, 14.7 METERS (48.6 FEET) NORTH OF THE NORTHEAST CORNER OF A
 CK2605'CHAPEL, 44.4 METERS (145.8 FEET) NORTH-NORTHWEST OF 866 6918 C TIDAL.
 CK2605'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2605
 CK2605                          STATION RECOVERY (1995)
 CK2605
 CK2605'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2604 ***********************************************************************
 CK2604  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2604  DESIGNATION -  866 6918 E TIDAL
 CK2604  PID         -  CK2604
 CK2604  STATE/COUNTY-  SC/CHARLESTON
 CK2604  USGS QUAD   -  WADMALAW ISLAND (1971)
 CK2604
 CK2604                         *CURRENT SURVEY CONTROL
 CK2604  ___________________________________________________________________
 CK2604* NAD 83(1986)-  32 37 48.     (N)    080 10 09.     (W)     SCALED    
 CK2604* NAVD 88     -         3.572  (meters)      11.72   (feet)  ADJUSTED  
 CK2604  ___________________________________________________________________
 CK2604  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 CK2604  DYNAMIC HT  -           3.568 (meters)      11.71  (feet)  COMP
 CK2604  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2604
 CK2604  VERT ORDER  -  FIRST     CLASS II
 CK2604
 CK2604.The horizontal coordinates were scaled from a topographic map and have
 CK2604.an estimated accuracy of +/- 6 seconds.
 CK2604
 CK2604.The orthometric height was determined by differential leveling
 CK2604.and adjusted by the National Geodetic Survey in June 1991..
 CK2604
 CK2604.This Tidal Bench Mark is designated as VM 6666
 CK2604.by the Center for Operational Oceanographic Products and Services.
 CK2604
 CK2604.The geoid height was determined by GEOID03.
 CK2604
 CK2604.The dynamic height is computed by dividing the NAVD 88
 CK2604.geopotential number by the normal gravity value computed on the
 CK2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2604.degrees latitude (g = 980.6199 gals.).
 CK2604
 CK2604.The modeled gravity was interpolated from observed gravity values.
 CK2604
 CK2604;                    North         East    Units  Estimated Accuracy
 CK2604;SPC SC       -    88,670.      687,560.      MT  (+/- 180 meters Scaled)
 CK2604
 CK2604                          SUPERSEDED SURVEY CONTROL
 CK2604
 CK2604  NGVD 29 (03/21/89)    3.870  (m)           12.70   (f) ADJUSTED    1 2
 CK2604
 CK2604.Superseded values are not recommended for survey control.
 CK2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2604.See file dsdata.txt to determine how the superseded data were derived.
 CK2604
 CK2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS779105(NAD 83)
 CK2604_MARKER: DJ = TIDAL STATION DISK
 CK2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2604_SP_SET: CONCRETE POST
 CK2604_STAMPING: 6918 E 1982
 CK2604_MARK LOGO: NOS   
 CK2604_PROJECTION: FLUSH
 CK2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2604+STABILITY: SURFACE MOTION
 CK2604
 CK2604  HISTORY     - Date     Condition        Report By
 CK2604  HISTORY     - 1982     MONUMENTED       NOS
 CK2604  HISTORY     - 1983     GOOD             SCGS
 CK2604  HISTORY     - 19950615 GOOD             USPSQD
 CK2604
 CK2604                          STATION DESCRIPTION
 CK2604
 CK2604'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2604'14.1 KM (8.75 MI) SE FROM HOLLYWOOD.
 CK2604'20.5 KILOMETERS (12.8 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2604'JOHNS ISLAND POST OFFICE, THENCE 1.4 KILOMETERS (0.9 MILE) NORTHEAST
 CK2604'ALONG COUNTY ROAD S-10-765 TO THE END OF THE PAVEMENT, CONTINUE 0.7
 CK2604'KILOMETER (0.45 MILE) STRAIGHT AHEAD ALONG THE SAND ROAD, SET NEAR A
 CK2604'POWER POLE WITH TWO GUY WIRES, 1.0 METER (3.4 FEET) SOUTH-SOUTHWEST OF
 CK2604'THE POWER POLE,  63.4 METERS (208.1 FEET) NORTH-NORTHEAST OF THE
 CK2604'APPROXIMATE CENTER OF THE SAND DRIVE TO THE HEAD RESIDENT OF THE BOY
 CK2604'SCOUT CAMP, 81.4 METERS (267.5 FEET) NORTH-NORTHWEST OF 866 6918 D
 CK2604'TIDAL, 0.7 METER (2.3 FEET) SOUTH-SOUTHWEST OF A POWER POLE WITH A
 CK2604'WITNESS SIGN ATTACHED.
 CK2604'THE MARK IS 0.7 METERS  SSW FROM A WITNESS POST.
 CK2604'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2604
 CK2604                          STATION RECOVERY (1995)
 CK2604
 CK2604'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3031 ***********************************************************************
 CK3031  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3031  DESIGNATION -  866 7017 F TIDAL
 CK3031  PID         -  CK3031
 CK3031  STATE/COUNTY-  SC/COLLETON
 CK3031  USGS QUAD   -  BENNETTS POINT (1960)
 CK3031
 CK3031                         *CURRENT SURVEY CONTROL
 CK3031  ___________________________________________________________________
 CK3031* NAD 83(2001)-  32 36 49.51412(N)    080 28 55.40234(W)     ADJUSTED  
 CK3031* NAVD 88     -         1.342  (meters)       4.40   (feet)  ADJUSTED  
 CK3031  ___________________________________________________________________
 CK3031  X           -     889,230.504 (meters)                     COMP
 CK3031  Y           -  -5,303,627.837 (meters)                     COMP
 CK3031  Z           -   3,417,939.254 (meters)                     COMP
 CK3031  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CK3031  ELLIP HEIGHT-         -30.61  (meters)          (05/04/06) GPS OBS
 CK3031  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK3031  DYNAMIC HT  -           1.340 (meters)       4.40  (feet)  COMP
 CK3031  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CK3031
 CK3031  HORZ ORDER  -  FIRST
 CK3031  VERT ORDER  -  FIRST     CLASS II
 CK3031  ELLP ORDER  -  FOURTH    CLASS II
 CK3031
 CK3031.The horizontal coordinates were established by GPS observations
 CK3031.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2006..
 CK3031
 CK3031.The orthometric height was determined by differential leveling
 CK3031.and adjusted by the National Geodetic Survey in June 1991..
 CK3031
 CK3031.This Tidal Bench Mark is designated as VM 6675
 CK3031.by the Center for Operational Oceanographic Products and Services.
 CK3031
 CK3031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3031
 CK3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3031
 CK3031.The ellipsoidal height was determined by GPS observations
 CK3031.and is referenced to NAD 83.
 CK3031
 CK3031.The geoid height was determined by GEOID03.
 CK3031
 CK3031.The dynamic height is computed by dividing the NAVD 88
 CK3031.geopotential number by the normal gravity value computed on the
 CK3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3031.degrees latitude (g = 980.6199 gals.).
 CK3031
 CK3031.The modeled gravity was interpolated from observed gravity values.
 CK3031
 CK3031;                    North         East     Units Scale Factor Converg.
 CK3031;SPC SC       -    86,673.296   658,211.256   MT  0.99996188   +0 17 13.7
 CK3031;SPC SC       -   284,361.21  2,159,485.75   iFT  0.99996188   +0 17 13.7
 CK3031;UTM  17      - 3,608,587.373   548,594.147   MT  0.99962912   +0 16 45.0
 CK3031
 CK3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3031!SPC SC       -   1.00000481  x   0.99996188  =   0.99996669
 CK3031!UTM  17      -   1.00000481  x   0.99962912  =   0.99963392
 CK3031
 CK3031                          SUPERSEDED SURVEY CONTROL
 CK3031
 CK3031  NAVD 88 (05/04/06)    1.34   (m)            4.4    (f) LEVELING    3  
 CK3031  NGVD 29 (03/21/89)    1.626  (m)            5.33   (f) ADJUSTED    1 2
 CK3031
 CK3031.Superseded values are not recommended for survey control.
 CK3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3031.See file dsdata.txt to determine how the superseded data were derived.
 CK3031
 CK3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS4859408587(NAD 83)
 CK3031_MARKER: DJ = TIDAL STATION DISK
 CK3031_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3031_SP_SET: STAINLESS STEEL ROD
 CK3031_STAMPING: 7017 F 1981
 CK3031_MARK LOGO: NOS   
 CK3031_PROJECTION: RECESSED 13 CENTIMETERS
 CK3031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3031+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 CK3031_ROD/PIPE-DEPTH: 11.9 meters
 CK3031
 CK3031  HISTORY     - Date     Condition        Report By
 CK3031  HISTORY     - 1981     MONUMENTED       NOS
 CK3031  HISTORY     - 1983     GOOD             SCGS
 CK3031  HISTORY     - 20050725 GOOD             SCGS
 CK3031
 CK3031                          STATION DESCRIPTION
 CK3031
 CK3031'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3031'17.7 KM (11.0 MI) SOUTH FROM GREEN POND.
 CK3031'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3031'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3031'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3031'U.S. HIGHWAY 17, THENCE 16.95 KILOMETERS (10.55 MILES) SOUTHERLY ALONG
 CK3031'COUNTY ROAD S-15-26, SET  NEAR A POWER POLE WHERE THE POWER LINES
 CK3031'CROSS THE ROAD, 71.6 METERS (235.0 FEET) NORTH-NORTHWEST OF THE
 CK3031'NORTHWEST CORNER OF A CONCRETE BRIDGE, 1.2 METERS (4.0 FEET) SOUTHEAST
 CK3031'OF THE POWER POLE, 20.6 METERS (67.6 FEET) WEST-SOUTHWEST OF THE
 CK3031'CENTERLINE OF THE COUNTY ROAD.
 CK3031'THE MARK IS 0.80 METERS  NNW FROM A WITNESS POST.
 CK3031'THE MARK IS 1.50 M BELOW S-15-26.
 CK3031
 CK3031                          STATION RECOVERY (2005)
 CK3031
 CK3031'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3029 ***********************************************************************
 CK3029  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3029  DESIGNATION -  866 7017 G TIDAL
 CK3029  PID         -  CK3029
 CK3029  STATE/COUNTY-  SC/COLLETON
 CK3029  USGS QUAD   -  BENNETTS POINT (1960)
 CK3029
 CK3029                         *CURRENT SURVEY CONTROL
 CK3029  ___________________________________________________________________
 CK3029* NAD 83(1986)-  32 36 49.     (N)    080 28 54.     (W)     SCALED    
 CK3029* NAVD 88     -         1.425  (meters)       4.68   (feet)  ADJUSTED  
 CK3029  ___________________________________________________________________
 CK3029  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK3029  DYNAMIC HT  -           1.424 (meters)       4.67  (feet)  COMP
 CK3029  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CK3029
 CK3029  VERT ORDER  -  FIRST     CLASS II
 CK3029
 CK3029.The horizontal coordinates were scaled from a topographic map and have
 CK3029.an estimated accuracy of +/- 6 seconds.
 CK3029
 CK3029.The orthometric height was determined by differential leveling
 CK3029.and adjusted by the National Geodetic Survey in June 1991..
 CK3029
 CK3029.This Tidal Bench Mark is designated as VM 6676
 CK3029.by the Center for Operational Oceanographic Products and Services.
 CK3029
 CK3029.The geoid height was determined by GEOID03.
 CK3029
 CK3029.The dynamic height is computed by dividing the NAVD 88
 CK3029.geopotential number by the normal gravity value computed on the
 CK3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3029.degrees latitude (g = 980.6199 gals.).
 CK3029
 CK3029.The modeled gravity was interpolated from observed gravity values.
 CK3029
 CK3029;                    North         East    Units  Estimated Accuracy
 CK3029;SPC SC       -    86,660.      658,250.      MT  (+/- 180 meters Scaled)
 CK3029
 CK3029                          SUPERSEDED SURVEY CONTROL
 CK3029
 CK3029  NGVD 29 (03/21/89)    1.710  (m)            5.61   (f) ADJUSTED    1 2
 CK3029
 CK3029.Superseded values are not recommended for survey control.
 CK3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3029.See file dsdata.txt to determine how the superseded data were derived.
 CK3029
 CK3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS486085(NAD 83)
 CK3029_MARKER: DJ = TIDAL STATION DISK
 CK3029_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3029_SP_SET: STAINLESS STEEL ROD
 CK3029_STAMPING: 7017 G 1981
 CK3029_MARK LOGO: NOS   
 CK3029_PROJECTION: FLUSH
 CK3029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3029+STABILITY: POSITION/ELEVATION WELL
 CK3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3029+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 CK3029_ROD/PIPE-DEPTH: 10.7 meters
 CK3029
 CK3029  HISTORY     - Date     Condition        Report By
 CK3029  HISTORY     - 1981     MONUMENTED       NOS
 CK3029  HISTORY     - 1983     GOOD             SCGS
 CK3029  HISTORY     - 20050726 GOOD             SCGS
 CK3029
 CK3029                          STATION DESCRIPTION
 CK3029
 CK3029'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3029'17.7 KM (11.0 MI) SOUTH FROM GREEN POND.
 CK3029'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3029'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3029'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3029'U.S. HIGHWAY 17, THENCE 16.95 KILOMETERS (10.55 MILES) SOUTHERLY ALONG
 CK3029'COUNTY ROAD S-15-26, SET NEAR A 36-INCH LONE PINE TREE, 59.4 METERS
 CK3029'(195.0 FEET) NORTH OF 866 7017 L TIDAL, 34.7 METERS (114.0 FEET) EAST
 CK3029'SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 3.4 METERS (11.2 FEET)
 CK3029'SOUTHWEST OF THE 36-INCH PINE TREE, 4.4 METERS (14.7 FEET)
 CK3029'NORTH-NORTHEAST OF A TRIPLE TRUNK OAK TREE WITH A WITNESS SIGN
 CK3029'ATTACHED.
 CK3029'THE MARK IS ABOVE LEVEL WITH S-15-26.
 CK3029
 CK3029                          STATION RECOVERY (2005)
 CK3029
 CK3029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3029'STATION IS LOCATED 10.6 MI (17.06 KM) SOUTHWEST OF ADAMS RUN, 22.75 MI
 CK3029'(36.61 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK3029'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3029'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3029'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3029'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3029'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3029'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 4.3 MI (6.92 KM) TO
 CK3029'THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), CONTINUE ON ROAD 26
 CK3029'FOR 6.4 MI (10.3 KM) TO THE STATION ON THE LEFT NEAR A LARGE PINE TREE
 CK3029'IN THE SOUTH ANGLE OF A GATED PAVED ROAD LEFT. STATION IS A DISK
 CK3029'ATTACHED TO A STAINLESS STEEL ROD FLUSH WITH THE GROUND AND 1.0 FT
 CK3029'(0.3 M) BELOW THE ROAD, 112.0 FT (34.1 M) EAST NORTHEAST OF THE CENTER
 CK3029'OF THE ROAD, 13.5 FT (4.1 M) SOUTH SOUTHWEST OF A 3.5-FOOT PINE TREE
 CK3029'WITH A BOTTLE CAP ATTACHED, 16.0 FT (4.9 M) NORTHEAST OF A 3.0-FOOT
 CK3029'TRIPLE-TRUNKED LIVE OAK TREE, 198.0 FT (60.4 M) NORTH OF TIDAL BENCH
 CK3029'MARK 866 7017 L TIDAL, 75.9 FT (23.1 M) EAST NORTHEAST OF THE SOUTH
 CK3029'PAVED ROAD GATE POST, 1.2 FT (0.4 M) SOUTHWEST OF A WITNESS POST.
 CK3029'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3028 ***********************************************************************
 CK3028  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3028  DESIGNATION -  866 7017 H TIDAL
 CK3028  PID         -  CK3028
 CK3028  STATE/COUNTY-  SC/COLLETON
 CK3028  USGS QUAD   -  BENNETTS POINT (1960)
 CK3028
 CK3028                         *CURRENT SURVEY CONTROL
 CK3028  ___________________________________________________________________
 CK3028* NAD 83(1986)-  32 36 50.     (N)    080 28 54.     (W)     SCALED    
 CK3028* NAVD 88     -         1.516  (meters)       4.97   (feet)  ADJUSTED  
 CK3028  ___________________________________________________________________
 CK3028  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK3028  DYNAMIC HT  -           1.515 (meters)       4.97  (feet)  COMP
 CK3028  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CK3028
 CK3028  VERT ORDER  -  FIRST     CLASS II
 CK3028
 CK3028.The horizontal coordinates were scaled from a topographic map and have
 CK3028.an estimated accuracy of +/- 6 seconds.
 CK3028
 CK3028.The orthometric height was determined by differential leveling
 CK3028.and adjusted by the National Geodetic Survey in June 1991..
 CK3028
 CK3028.This Tidal Bench Mark is designated as VM 6677
 CK3028.by the Center for Operational Oceanographic Products and Services.
 CK3028
 CK3028.The geoid height was determined by GEOID03.
 CK3028
 CK3028.The dynamic height is computed by dividing the NAVD 88
 CK3028.geopotential number by the normal gravity value computed on the
 CK3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3028.degrees latitude (g = 980.6199 gals.).
 CK3028
 CK3028.The modeled gravity was interpolated from observed gravity values.
 CK3028
 CK3028;                    North         East    Units  Estimated Accuracy
 CK3028;SPC SC       -    86,690.      658,250.      MT  (+/- 180 meters Scaled)
 CK3028
 CK3028                          SUPERSEDED SURVEY CONTROL
 CK3028
 CK3028  NGVD 29 (03/21/89)    1.801  (m)            5.91   (f) ADJUSTED    1 2
 CK3028
 CK3028.Superseded values are not recommended for survey control.
 CK3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3028.See file dsdata.txt to determine how the superseded data were derived.
 CK3028
 CK3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS486086(NAD 83)
 CK3028_MARKER: DJ = TIDAL STATION DISK
 CK3028_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK3028_SP_SET: COPPER-CLAD STEEL ROD
 CK3028_STAMPING: 7017 H 1981
 CK3028_MARK LOGO: NOS   
 CK3028_PROJECTION: FLUSH
 CK3028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3028+STABILITY: POSITION/ELEVATION WELL
 CK3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3028+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 CK3028_ROD/PIPE-DEPTH: 13.7 meters
 CK3028
 CK3028  HISTORY     - Date     Condition        Report By
 CK3028  HISTORY     - 1981     MONUMENTED       NOS
 CK3028  HISTORY     - 1983     GOOD             SCGS
 CK3028  HISTORY     - 20050726 GOOD             SCGS
 CK3028
 CK3028                          STATION DESCRIPTION
 CK3028
 CK3028'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3028'17.7 KM (11.0 MI) SOUTH FROM GREEN POND.
 CK3028'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3028'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3028'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3028'U.S. HIGHWAY 17, THENCE 16.9 KILOMETERS (10.5 MILES) SOUTHERLY ALONG
 CK3028'COUNTY ROAD S-15-26, SET NEAR A TELEPHONE JUNCTION BOX, 10.7 METERS
 CK3028'(35.2 FEET) EAST OF THE CENTERLINE OF THE COUNTY ROAD, 5.6 METERS
 CK3028'(18.6 FEET) NORTH OF TELEPHONE JUNCTION BOX NUMBER A 185, 13.1 METERS
 CK3028'(43.0 FEET) WEST-NORTHWEST OF A DOUBLE TRUNK PINE TREE.
 CK3028'THE MARK IS 1.60 METERS  WSW FROM A WITNESS POST.
 CK3028'THE MARK IS 0.30 M BELOW COUNTY ROAD S-15-26.
 CK3028
 CK3028                          STATION RECOVERY (2005)
 CK3028
 CK3028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3028'STATION IS LOCATED 10.6 MI (17.06 KM) SOUTHWEST OF ADAMS RUN, 22.6 MI
 CK3028'(36.37 KM) SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK3028'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK3028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN
 CK3028'PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY), 1.35 MI (2.09 KM)
 CK3028'SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON HIGHWAY 17 FOR 2.9 MI
 CK3028'(4.67 KM) TO THE JUNCTION OF STATE ROAD 26 (BENNETTS POINT ROAD), TURN
 CK3028'RIGHT ON ROAD 26 FOR 4.3 MI (6.92 KM) TO THE JUNCTION OF A SAND ROAD
 CK3028'(BLOCKER RUN ROAD), CONTINUE ON ROAD 26 FOR 6.3 MI (10.14 KM) TO THE
 CK3028'STATION ON THE LEFT NEAR A TELEPHONE JUNCTION BOX, 0.15 MI (0.24 KM)
 CK3028'NORTH OF THE NORTH END OF THE BRIDGE OVER THE ASHEPOO RIVER. STATION
 CK3028'IS A DISK ATTACHED TO A COPPER-CLAD ROD FLUSH WITH THE GROUND AND 0.5
 CK3028'FT (0.2 M) BELOW THE ROAD, 34.2 FT (10.4 M) EAST OF THE CENTER OF THE
 CK3028'ROAD, 19.0 FT (5.8 M) NORTH OF THE TELEPHONE JUNCTION BOX A/185, 17.1
 CK3028'FT (5.2 M) WEST SOUTHWEST OF A 1.4-FOOT OAK TREE WITH A SCGS REFERENCE
 CK3028'WASHER ATTACHED, 5.3 FT (1.6 M) WEST OF A WITNESS POST. RECOVERED BY
 CK3028'R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3032 ***********************************************************************
 CK3032  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3032  DESIGNATION -  866 7017 K TIDAL
 CK3032  PID         -  CK3032
 CK3032  STATE/COUNTY-  SC/COLLETON
 CK3032  USGS QUAD   -  BENNETTS POINT (1960)
 CK3032
 CK3032                         *CURRENT SURVEY CONTROL
 CK3032  ___________________________________________________________________
 CK3032* NAD 83(1986)-  32 36 49.     (N)    080 28 54.     (W)     SCALED    
 CK3032* NAVD 88     -         6.061  (meters)      19.89   (feet)  ADJUSTED  
 CK3032  ___________________________________________________________________
 CK3032  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK3032  DYNAMIC HT  -           6.055 (meters)      19.87  (feet)  COMP
 CK3032  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CK3032
 CK3032  VERT ORDER  -  FIRST     CLASS II
 CK3032
 CK3032.The horizontal coordinates were scaled from a topographic map and have
 CK3032.an estimated accuracy of +/- 6 seconds.
 CK3032
 CK3032.The orthometric height was determined by differential leveling
 CK3032.and adjusted by the National Geodetic Survey in June 1991..
 CK3032
 CK3032.This Tidal Bench Mark is designated as VM 6678
 CK3032.by the Center for Operational Oceanographic Products and Services.
 CK3032
 CK3032.The geoid height was determined by GEOID03.
 CK3032
 CK3032.The dynamic height is computed by dividing the NAVD 88
 CK3032.geopotential number by the normal gravity value computed on the
 CK3032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3032.degrees latitude (g = 980.6199 gals.).
 CK3032
 CK3032.The modeled gravity was interpolated from observed gravity values.
 CK3032
 CK3032;                    North         East    Units  Estimated Accuracy
 CK3032;SPC SC       -    86,660.      658,250.      MT  (+/- 180 meters Scaled)
 CK3032
 CK3032                          SUPERSEDED SURVEY CONTROL
 CK3032
 CK3032  NGVD 29 (03/21/89)    6.346  (m)           20.82   (f) ADJUSTED    1 2
 CK3032
 CK3032.Superseded values are not recommended for survey control.
 CK3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3032.See file dsdata.txt to determine how the superseded data were derived.
 CK3032
 CK3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS486085(NAD 83)
 CK3032_MARKER: DJ = TIDAL STATION DISK
 CK3032_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK3032_SP_SET: BRIDGE
 CK3032_STAMPING: 7017 K 1981
 CK3032_MARK LOGO: NOS   
 CK3032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3032+STABILITY: POSITION/ELEVATION WELL
 CK3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3032+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 CK3032
 CK3032  HISTORY     - Date     Condition        Report By
 CK3032  HISTORY     - 1981     MONUMENTED       NOS
 CK3032  HISTORY     - 1983     GOOD             SCGS
 CK3032  HISTORY     - 20050725 GOOD             SCGS
 CK3032
 CK3032                          STATION DESCRIPTION
 CK3032
 CK3032'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3032'17.7 KM (11.0 MI) SOUTH FROM GREEN POND.
 CK3032'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3032'OFFICE IN GREEN POND, THENCE 1.3 KILOMETER (0.8 MILE) EASTERLY ALONG
 CK3032'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3032'U.S. HIGHWAY 17, THENCE 16.95 KILOMETERS (10.55 MILES) SOUTHERLY ALONG
 CK3032'COUNTY ROAD S-15-26, SET IN THE NORTHWEST CORNER OF THE BRIDGE THAT
 CK3032'CROSSES THE ASHEPOO RIVER.
 CK3032'THE MARK IS ABOVE LEVEL WITH S-15-26.
 CK3032
 CK3032                          STATION RECOVERY (2005)
 CK3032
 CK3032'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3032'STATION IS LOCATED 10.7 MI (17.22 KM) SOUTHWEST OF ADAMS RUN, 22.8 MI
 CK3032'(36.69 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK3032'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3032'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3032'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3032'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3032'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3032'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 4.3 MI (6.92 KM) TO
 CK3032'THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), CONTINUE ON ROAD 26
 CK3032'FOR 6.45 MI (10.38 KM) TO THE STATION ON THE RIGHT IN THE NORTHWEST
 CK3032'CORNER OF THE BRIDGE DECK OVER THE ASHEPOO RIVER. STATION IS A DISK
 CK3032'SET IN A DRILL HOLE IN THE DECK OF THE BRIDGE, 14.5 FT (4.4 M) WEST OF
 CK3032'THE CENTER OF THE ROAD, 0.7 FT (0.2 M) SOUTH OF THE NORTH EDGE OF THE
 CK3032'BRIDGE, 0.4 FT (0.1 M) EAST OF THE EAST EDGE OF THE CONCRETE BRIDGE
 CK3032'RAIL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3030 ***********************************************************************
 CK3030  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3030  DESIGNATION -  866 7017 L TIDAL
 CK3030  PID         -  CK3030
 CK3030  STATE/COUNTY-  SC/COLLETON
 CK3030  USGS QUAD   -  BENNETTS POINT (1960)
 CK3030
 CK3030                         *CURRENT SURVEY CONTROL
 CK3030  ___________________________________________________________________
 CK3030* NAD 83(1986)-  32 36 49.     (N)    080 28 54.     (W)     SCALED    
 CK3030* NAVD 88     -         1.551  (meters)       5.09   (feet)  ADJUSTED  
 CK3030  ___________________________________________________________________
 CK3030  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK3030  DYNAMIC HT  -           1.549 (meters)       5.08  (feet)  COMP
 CK3030  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CK3030
 CK3030  VERT ORDER  -  FIRST     CLASS II
 CK3030
 CK3030.The horizontal coordinates were scaled from a topographic map and have
 CK3030.an estimated accuracy of +/- 6 seconds.
 CK3030
 CK3030.The orthometric height was determined by differential leveling
 CK3030.and adjusted by the National Geodetic Survey in June 1991..
 CK3030
 CK3030.This Tidal Bench Mark is designated as VM 6679
 CK3030.by the Center for Operational Oceanographic Products and Services.
 CK3030
 CK3030.The geoid height was determined by GEOID03.
 CK3030
 CK3030.The dynamic height is computed by dividing the NAVD 88
 CK3030.geopotential number by the normal gravity value computed on the
 CK3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3030.degrees latitude (g = 980.6199 gals.).
 CK3030
 CK3030.The modeled gravity was interpolated from observed gravity values.
 CK3030
 CK3030;                    North         East    Units  Estimated Accuracy
 CK3030;SPC SC       -    86,660.      658,250.      MT  (+/- 180 meters Scaled)
 CK3030
 CK3030                          SUPERSEDED SURVEY CONTROL
 CK3030
 CK3030  NGVD 29 (03/21/89)    1.836  (m)            6.02   (f) ADJUSTED    1 2
 CK3030
 CK3030.Superseded values are not recommended for survey control.
 CK3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3030.See file dsdata.txt to determine how the superseded data were derived.
 CK3030
 CK3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS486085(NAD 83)
 CK3030_MARKER: DJ = TIDAL STATION DISK
 CK3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3030_SP_SET: CONCRETE POST
 CK3030_STAMPING: 7017 L 1981
 CK3030_MARK LOGO: NOS   
 CK3030_PROJECTION: PROJECTING 5 CENTIMETERS
 CK3030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3030+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 CK3030
 CK3030  HISTORY     - Date     Condition        Report By
 CK3030  HISTORY     - 1981     MONUMENTED       NOS
 CK3030  HISTORY     - 1983     GOOD             SCGS
 CK3030  HISTORY     - 20050726 GOOD             SCGS
 CK3030
 CK3030                          STATION DESCRIPTION
 CK3030
 CK3030'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3030'17.7 KM (11.0 MI) SOUTH FROM GREEN POND.
 CK3030'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3030'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3030'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3030'U.S. HIGHWAY 17, THENCE 16.95 KILOMETERS (10.55 MILES) SOUTHERLY ALONG
 CK3030'COUNTY ROAD S-15-26, SET ON THE EAST SIDE OF A PAVED ROAD LEADING TO A
 CK3030'SMALL PICNIC AREA NEAR A CLUSTER OF THREE 6-INCH OAK TREES,
 CK3030'59.4 METERS (195.0 FEET) NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 CK3030'BRIDGE, 26.5 METERS (87.0 FEET) EAST-NORTHEAST OF THE CENTERLINE OF
 CK3030'THE COUNTY ROAD, 3.4 METERS (11.0 FEET) SOUTH-SOUTHEAST OF THE CLUSTER
 CK3030'OF THREE 6-INCH OAK TREES, 2.6 METERS (8.5 FEET) NORTHWEST OF A 6-INCH
 CK3030'OAK TREE WITH A WITNESS SIGN ATTACHED.
 CK3030'THE MARK IS 0.60 METERS  WSW FROM A WITNESS POST.
 CK3030'THE MARK IS 1.8 M BELOW COUNTY ROAD S-15-26.
 CK3030
 CK3030                          STATION RECOVERY (2005)
 CK3030
 CK3030'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3030'STATION IS LOCATED 10.7 MI (17.22 KM) SOUTHWEST OF ADAMS RUN, 22.7 MI
 CK3030'(36.53 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SCDOT, DIRECTOR
 CK3030'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK3030'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3030'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3030'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3030'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3030'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 4.3 MI (6.92 KM) TO
 CK3030'THE JUNCTION OF A SAND ROAD (BLOCKER RUN ROAD), CONTINUE ON ROAD 26
 CK3030'FOR 6.4 MI (10.3 KM) TO A GATED PAVED ROAD LEFT, TURN LEFT ON THE
 CK3030'PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT. STATION
 CK3030'IS A CONCRETE POST PROJECTING 0.2 FT (0.1 M) AND LEVEL WITH THE ROAD,
 CK3030'28.6 FT (8.7 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 44.0 FT
 CK3030'(13.4 M) NORTHEAST OF A WOOD FENCE POST WITH A SCGS REFERENCE WASHER
 CK3030'ATTACHED, 198.0 FT (60.4 M) SOUTH OF TIDAL BENCH MARK 866 7017 G
 CK3030'TIDAL, 8.5 FT (2.6 M) NORTHWEST OF A 0.6-FOOT OAK TREE WITNESS POST
 CK3030'SIGN ATTACHED, 2.0 FT (0.6 M) WEST SOUTHWEST OF A WITNESS POST.
 CK3030'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2678 ***********************************************************************
 CK2678  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2678  DESIGNATION -  866 7062 B TIDAL
 CK2678  PID         -  CK2678
 CK2678  STATE/COUNTY-  SC/CHARLESTON
 CK2678  USGS QUAD   -  ROCKVILLE (1971)
 CK2678
 CK2678                         *CURRENT SURVEY CONTROL
 CK2678  ___________________________________________________________________
 CK2678* NAD 83(1986)-  32 36 16.     (N)    080 07 56.     (W)     SCALED    
 CK2678* NAVD 88     -         1.046  (meters)       3.43   (feet)  ADJUSTED  
 CK2678  ___________________________________________________________________
 CK2678  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK2678  DYNAMIC HT  -           1.045 (meters)       3.43  (feet)  COMP
 CK2678  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CK2678
 CK2678  VERT ORDER  -  FIRST     CLASS II
 CK2678
 CK2678.The horizontal coordinates were scaled from a topographic map and have
 CK2678.an estimated accuracy of +/- 6 seconds.
 CK2678
 CK2678.The orthometric height was determined by differential leveling
 CK2678.and adjusted by the National Geodetic Survey in June 1991..
 CK2678
 CK2678.This Tidal Bench Mark is designated as VM 11492
 CK2678.by the Center for Operational Oceanographic Products and Services.
 CK2678
 CK2678.The geoid height was determined by GEOID03.
 CK2678
 CK2678.The dynamic height is computed by dividing the NAVD 88
 CK2678.geopotential number by the normal gravity value computed on the
 CK2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2678.degrees latitude (g = 980.6199 gals.).
 CK2678
 CK2678.The modeled gravity was interpolated from observed gravity values.
 CK2678
 CK2678;                    North         East    Units  Estimated Accuracy
 CK2678;SPC SC       -    85,860.      691,050.      MT  (+/- 180 meters Scaled)
 CK2678
 CK2678                          SUPERSEDED SURVEY CONTROL
 CK2678
 CK2678  NGVD 29 (03/21/89)    1.343  (m)            4.41   (f) ADJUSTED    1 2
 CK2678
 CK2678.Superseded values are not recommended for survey control.
 CK2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2678.See file dsdata.txt to determine how the superseded data were derived.
 CK2678
 CK2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS814077(NAD 83)
 CK2678_MARKER: DJ = TIDAL STATION DISK
 CK2678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2678_SP_SET: STAINLESS STEEL ROD
 CK2678_STAMPING: 7062 B 1977
 CK2678_MARK LOGO: NOS   
 CK2678_PROJECTION: PROJECTING 13 CENTIMETERS
 CK2678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2678+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2678_ROD/PIPE-DEPTH: 12.2 meters
 CK2678
 CK2678  HISTORY     - Date     Condition        Report By
 CK2678  HISTORY     - 1977     MONUMENTED       NOS
 CK2678  HISTORY     - 1983     GOOD             SCGS
 CK2678  HISTORY     - 19950616 GOOD             USPSQD
 CK2678  HISTORY     - 20050125 GOOD             SCGS
 CK2678
 CK2678                          STATION DESCRIPTION
 CK2678
 CK2678'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2678'17.7 KM (11.0 MI) SE FROM HOLLYWOOD.
 CK2678'4.75 KILOMETERS (2.95 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2678'THE JOHNS ISLAND POST OFFICE, THENCE 16.6 KILOMETERS (8.3 MILES)
 CK2678'SOUTHERLY ALONG COUNTY ROAD S-10-20 TO THE ENTRANCE TO KIAWAH ISLAND,
 CK2678'THENCE 1.9 KILOMETERS (1.2 MILES) EAST ALONG KIAWAH ISLAND PARKWAY,
 CK2678'SET IN THE MARSH JUST BEFORE CROSSING THE BRIDGE, 94.5 METERS (310.3
 CK2678'FEET) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE,
 CK2678'31.4 METERS (103.3 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD,
 CK2678'54.2 METERS (178.0 FEET) EAST-SOUTHEAST OF A LONE 12-INCH PALMETTO
 CK2678'TREE NEXT TO THE ROAD.
 CK2678'THE MARK IS 0.50 METERS  SSW FROM A WITNESS POST.
 CK2678'THE MARK IS 1.2 M BELOW PARKWAY DRIVE.
 CK2678
 CK2678                          STATION RECOVERY (1995)
 CK2678
 CK2678'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2678'RECOVERED IN GOOD CONDITION.
 CK2678
 CK2678                          STATION RECOVERY (2005)
 CK2678
 CK2678'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2678'STATION IS LOCATED ON THE ENTRANCE ROAD TO KIAWAH ISLAND, 16.65 MILES
 CK2678'SOUTHWEST OF  CHARLESTON. OWNERSHIP--NORM SHEA, DIRECTOR, LAKES
 CK2678'MANAGEMENT, KIAWAH ISLAND  COMMUNITY ASSOCIATION, 20 KESTREL COURT,
 CK2678'KIAWAH ISLAND, SC 29455-5657, PHONE 843-768-2315  OFFICE, 843-768-0298
 CK2678'FAX, 843-708-3608 MOBILE. TO REACH THE STATION FROM THE JUNCTION OF
 CK2678'STATE HIGHWAYS 171 (FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES
 CK2678'ISLAND, GO WEST SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE
 CK2678'JUNCTION OF STATE ROAD 54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15
 CK2678'MILES TO THE  JUNCTION OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON
 CK2678'ROAD 54 FOR 3.05 MILES TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH
 CK2678'ISLAND PARKWAY), TURN LEFT ON KIAWAH ISLAND  PARKWAY FOR 1.2 MILES TO
 CK2678'THE STATION ON THE LEFT IN AN OPEN MARSH NEAR THE NORTH  END OF A
 CK2678'BRIDGE OVER KIAWAH RIVER, NOTE-STATION IS SUBMERGED AT HIGH TIDE.
 CK2678'STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD PROJECTING 0.4
 CK2678'FOOT AND 5.0  FEET BELOW THE ROAD, 103.3 FEET NORTHEAST OF THE CENTER
 CK2678'OF THE ROAD, 164.0 FEET  EAST SOUTHEAST OF TIDAL STATION 866 7062 F
 CK2678'TIDAL, 86.2 FEET NORTHEAST OF A  WOODEN SIGN POST, 106.5 FEET NORTH OF
 CK2678'THE NORTHWEST END OF A CONCRETE CURB  ON THE NORTHWEST SIDE OF THE
 CK2678'ROAD. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2677 ***********************************************************************
 CK2677  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2677  DESIGNATION -  866 7062 F TIDAL
 CK2677  PID         -  CK2677
 CK2677  STATE/COUNTY-  SC/CHARLESTON
 CK2677  USGS QUAD   -  ROCKVILLE (1971)
 CK2677
 CK2677                         *CURRENT SURVEY CONTROL
 CK2677  ___________________________________________________________________
 CK2677* NAD 83(1986)-  32 36 18.     (N)    080 08 00.     (W)     SCALED    
 CK2677* NAVD 88     -         1.449  (meters)       4.75   (feet)  ADJUSTED  
 CK2677  ___________________________________________________________________
 CK2677  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK2677  DYNAMIC HT  -           1.448 (meters)       4.75  (feet)  COMP
 CK2677  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CK2677
 CK2677  VERT ORDER  -  FIRST     CLASS II
 CK2677
 CK2677.The horizontal coordinates were scaled from a topographic map and have
 CK2677.an estimated accuracy of +/- 6 seconds.
 CK2677
 CK2677.The orthometric height was determined by differential leveling
 CK2677.and adjusted by the National Geodetic Survey in June 1991..
 CK2677
 CK2677.This Tidal Bench Mark is designated as VM 11496
 CK2677.by the Center for Operational Oceanographic Products and Services.
 CK2677
 CK2677.The geoid height was determined by GEOID03.
 CK2677
 CK2677.The dynamic height is computed by dividing the NAVD 88
 CK2677.geopotential number by the normal gravity value computed on the
 CK2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2677.degrees latitude (g = 980.6199 gals.).
 CK2677
 CK2677.The modeled gravity was interpolated from observed gravity values.
 CK2677
 CK2677;                    North         East    Units  Estimated Accuracy
 CK2677;SPC SC       -    85,920.      690,950.      MT  (+/- 180 meters Scaled)
 CK2677
 CK2677                          SUPERSEDED SURVEY CONTROL
 CK2677
 CK2677  NGVD 29 (03/21/89)    1.747  (m)            5.73   (f) ADJUSTED    1 2
 CK2677
 CK2677.Superseded values are not recommended for survey control.
 CK2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2677.See file dsdata.txt to determine how the superseded data were derived.
 CK2677
 CK2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS813078(NAD 83)
 CK2677_MARKER: DJ = TIDAL STATION DISK
 CK2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2677_SP_SET: CONCRETE POST
 CK2677_STAMPING: 7062 F 1984
 CK2677_MARK LOGO: NOS   
 CK2677_PROJECTION: RECESSED 15 CENTIMETERS
 CK2677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2677+STABILITY: SURFACE MOTION
 CK2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2677+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2677
 CK2677  HISTORY     - Date     Condition        Report By
 CK2677  HISTORY     - 1984     MONUMENTED       NOS
 CK2677  HISTORY     - 1984     GOOD             SCGS
 CK2677  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 CK2677  HISTORY     - 20050125 GOOD             SCGS
 CK2677
 CK2677                          STATION DESCRIPTION
 CK2677
 CK2677'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2677'IN KIAWAH ISLAND.
 CK2677'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2677'JOHNS ISLAND POST OFFICE, THENCE 16.15 KILOMETERS (10.05 MILES)
 CK2677'SOUTHERLY ALONG COUNTY ROAD S-10-20 TO THE ENTRANCE TO KIAWAH ISLAND,
 CK2677'THENCE 1.9 KILOMETERS (1.2 MILES) SOUTHEASTERLY ALONG KIAWAH ISLAND
 CK2677'PARKWAY, SET NEAR A LONE PALMETTO TREE AT THE EDGE OF THE MARSH ON THE
 CK2677'OUTSIDE OF A CURVE, 68.7 METERS (225.5 FEET) EAST-SOUTHEAST OF 866
 CK2677'7062 G TIDAL, 50.2 METERS (164.8 FEET) WEST OF 866 7062 B TIDAL,
 CK2677'13.0 METERS (42.7 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD,
 CK2677'4.4 METERS (14.5 FEET) EAST-SOUTHEAST OF THE LONE PALMETTO TREE.
 CK2677'THE MARK IS 1.00 M BELOW KIAWAH ISLAND PARKWAY.
 CK2677
 CK2677                          STATION RECOVERY (1995)
 CK2677
 CK2677'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2677'MARK NOT FOUND.
 CK2677
 CK2677                          STATION RECOVERY (2005)
 CK2677
 CK2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2677'STATION IS LOCATED ON THE ENTRANCE ROAD TO KIAWAH ISLAND, 16.6 MILES
 CK2677'SOUTHWEST OF  CHARLESTON. OWNERSHIP--NORM SHEA, DIRECTOR, LAKES
 CK2677'MANAGEMENT, KIAWAH ISLAND  COMMUNITY ASSOCIATION, 20 KESTREL COURT,
 CK2677'KIAWAH ISLAND, SC 29455-5657, PHONE 843-768-2315  OFFICE, 843-768-0298
 CK2677'FAX, 843-708-3608 MOBILE. TO REACH THE STATION FROM THE JUNCTION OF
 CK2677'STATE HIGHWAYS 171 (FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES
 CK2677'ISLAND, GO WEST SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE
 CK2677'JUNCTION OF STATE ROAD 54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15
 CK2677'MILES TO THE  JUNCTION OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON
 CK2677'ROAD 54 FOR 3.05 MILES TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH
 CK2677'ISLAND PARKWAY), TURN LEFT ON KIAWAH ISLAND  PARKWAY FOR 1.2 MILES TO
 CK2677'THE STATION ON THE LEFT NEAR A LONE PALMETTO TREE. STATION IS A
 CK2677'CONCRETE POST RECESSED 0.5 FOOT AND 4.0 FEET BELOW THE ROAD, 43.4 FEET
 CK2677'NORTH NORTHEAST OF THE CENTER OF THE ROAD, 14.5 FEET SOUTHEAST OF A
 CK2677'0.8-FOOT LONE  PALMETTO TREE, 12.7 FEET NORTH OF THE CENTER OF A
 CK2677'RECTANGULAR PVC WATER METER COVER,  164.0 FEET WEST NORTHWEST OF TIDAL
 CK2677'STATION 866 7062 B TIDAL, 224.4 FEET EAST SOUTHEAST OF  TIDAL STATION
 CK2677'866 7062 G TIDAL, 1.8 FEET SOUTH SOUTHWEST OF A WITNESS POST.
 CK2677'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2676 ***********************************************************************
 CK2676  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2676  DESIGNATION -  866 7062 G TIDAL
 CK2676  PID         -  CK2676
 CK2676  STATE/COUNTY-  SC/CHARLESTON
 CK2676  USGS QUAD   -  ROCKVILLE (1971)
 CK2676
 CK2676                         *CURRENT SURVEY CONTROL
 CK2676  ___________________________________________________________________
 CK2676* NAD 83(1986)-  32 36 18.     (N)    080 08 02.     (W)     SCALED    
 CK2676* NAVD 88     -         1.280  (meters)       4.20   (feet)  ADJUSTED  
 CK2676  ___________________________________________________________________
 CK2676  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CK2676  DYNAMIC HT  -           1.278 (meters)       4.19  (feet)  COMP
 CK2676  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CK2676
 CK2676  VERT ORDER  -  FIRST     CLASS II
 CK2676
 CK2676.The horizontal coordinates were scaled from a topographic map and have
 CK2676.an estimated accuracy of +/- 6 seconds.
 CK2676
 CK2676.The orthometric height was determined by differential leveling
 CK2676.and adjusted by the National Geodetic Survey in June 1991..
 CK2676
 CK2676.This Tidal Bench Mark is designated as VM 11497
 CK2676.by the Center for Operational Oceanographic Products and Services.
 CK2676
 CK2676.The geoid height was determined by GEOID03.
 CK2676
 CK2676.The dynamic height is computed by dividing the NAVD 88
 CK2676.geopotential number by the normal gravity value computed on the
 CK2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2676.degrees latitude (g = 980.6199 gals.).
 CK2676
 CK2676.The modeled gravity was interpolated from observed gravity values.
 CK2676
 CK2676;                    North         East    Units  Estimated Accuracy
 CK2676;SPC SC       -    85,920.      690,900.      MT  (+/- 180 meters Scaled)
 CK2676
 CK2676                          SUPERSEDED SURVEY CONTROL
 CK2676
 CK2676  NGVD 29 (03/21/89)    1.577  (m)            5.17   (f) ADJUSTED    1 2
 CK2676
 CK2676.Superseded values are not recommended for survey control.
 CK2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2676.See file dsdata.txt to determine how the superseded data were derived.
 CK2676
 CK2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS812078(NAD 83)
 CK2676_MARKER: DJ = TIDAL STATION DISK
 CK2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2676_SP_SET: CONCRETE POST
 CK2676_STAMPING: 7062 G 1984
 CK2676_MARK LOGO: NOS   
 CK2676_PROJECTION: RECESSED 8 CENTIMETERS
 CK2676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2676+STABILITY: SURFACE MOTION
 CK2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2676+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 CK2676
 CK2676  HISTORY     - Date     Condition        Report By
 CK2676  HISTORY     - 1984     MONUMENTED       NOS
 CK2676  HISTORY     - 1984     GOOD             SCGS
 CK2676  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 CK2676  HISTORY     - 20050125 GOOD             SCGS
 CK2676
 CK2676                          STATION DESCRIPTION
 CK2676
 CK2676'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2676'IN KIAWAH ISLAND.
 CK2676'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2676'JOHNS ISLAND POST OFFICE, THENCE 16.15 KILOMETERS (10.05 MILES)
 CK2676'SOUTHERLY ALONG COUNTY ROAD S-10-20 TO THE ENTRANCE TO KIAWAH ISLAND,
 CK2676'THENCE 1.85 KILOMETERS (1.15 MILES) SOUTHEASTERLY ALONG KIAWAH ISLAND
 CK2676'PARKWAY, SET ACROSS THE ROAD FROM A LONE 24-INCH PALM TREE,
 CK2676'11.2 METERS (36.6 FEET) NORTH OF THE CENTERLINE OF THE ROAD,
 CK2676'61.0 METERS (200.0 FEET) EAST-NORTHEAST OF 866 7062 H TIDAL, 23.6
 CK2676'METERS (77.3 FEET) NORTH-NORTHEAST OF THE 24-INCH PALMETTO TREE ACROSS
 CK2676'THE ROAD, 3.0 METERS (9.8 FEET) SOUTHWEST OF A 7-INCH PINE TREE.
 CK2676'THE MARK IS 1.20 M BELOW KIAWAH ISLAND PARKWAY.
 CK2676
 CK2676                          STATION RECOVERY (1995)
 CK2676
 CK2676'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2676'MARK NOT FOUND.
 CK2676
 CK2676                          STATION RECOVERY (2005)
 CK2676
 CK2676'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2676'STATION IS LOCATED ON THE ENTRANCE ROAD TO KIAWAH ISLAND, 16.65 MILES
 CK2676'SOUTHWEST OF  CHARLESTON. OWNERSHIP--NORM SHEA, DIRECTOR, LAKES
 CK2676'MANAGEMENT, KIAWAH ISLAND  COMMUNITY ASSOCIATION, 20 KESTREL COURT,
 CK2676'KIAWAH ISLAND, SC 29455-5657, PHONE 843-768-2315  OFFICE, 843-768-0298
 CK2676'FAX, 843-708-3608 MOBILE. TO REACH THE STATION FROM THE JUNCTION OF
 CK2676'STATE HIGHWAYS 171 (FOLLY ROAD) AND 700  (MAYBANK HIGHWAY) ON JAMES
 CK2676'ISLAND, GO WEST SOUTHWEST ON HIGHWAY 700 FOR 4.2 MILES TO  THE
 CK2676'JUNCTION OF STATE ROAD 54 (RIVER ROAD), TURN LEFT ON ROAD 54 FOR 12.15
 CK2676'MILES TO THE  JUNCTION OF STATE ROAD 20 (BOHICKET ROAD), TURN LEFT ON
 CK2676'ROAD 54 FOR 3.05 MILES TO THE  ENTRANCE ROAD TO KIAWAH ISLAND (KIAWAH
 CK2676'ISLAND PARKWAY), TURN LEFT ON KIAWAH ISLAND  PARKWAY FOR 1.15 MILES TO
 CK2676'THE STATION ON THE LEFT AT THE EDGE OF THE TREE LINE. STATION IS A
 CK2676'DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.3 FOOT AND 4.0 FEET
 CK2676'BELOW  THE ROAD, 37.0 FEET NORTH OF THE CENTER OF THE ROAD, 9.8 FEET
 CK2676'SOUTHWEST OF A 1.5-FOOT  PINE TREE, 224.4 FEET WEST NORTHWEST OF TIDAL
 CK2676'STATION 866 7062 F TIDAL, 7.1 FEET SOUTH OF A  WITNESS POST. RECOVERED
 CK2676'BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2675 ***********************************************************************
 CK2675  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2675  DESIGNATION -  866 7062 H TIDAL
 CK2675  PID         -  CK2675
 CK2675  STATE/COUNTY-  SC/CHARLESTON
 CK2675  USGS QUAD   -  ROCKVILLE (1971)
 CK2675
 CK2675                         *CURRENT SURVEY CONTROL
 CK2675  ___________________________________________________________________
 CK2675* NAD 83(1986)-  32 36 18.     (N)    080 08 04.     (W)     SCALED    
 CK2675* NAVD 88     -         1.178  (meters)       3.86   (feet)  ADJUSTED  
 CK2675  ___________________________________________________________________
 CK2675  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 CK2675  DYNAMIC HT  -           1.177 (meters)       3.86  (feet)  COMP
 CK2675  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 CK2675
 CK2675  VERT ORDER  -  FIRST     CLASS II
 CK2675
 CK2675.The horizontal coordinates were scaled from a topographic map and have
 CK2675.an estimated accuracy of +/- 6 seconds.
 CK2675
 CK2675.The orthometric height was determined by differential leveling
 CK2675.and adjusted by the National Geodetic Survey in June 1991..
 CK2675
 CK2675.This Tidal Bench Mark is designated as VM 11498
 CK2675.by the Center for Operational Oceanographic Products and Services.
 CK2675
 CK2675.The geoid height was determined by GEOID03.
 CK2675
 CK2675.The dynamic height is computed by dividing the NAVD 88
 CK2675.geopotential number by the normal gravity value computed on the
 CK2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2675.degrees latitude (g = 980.6199 gals.).
 CK2675
 CK2675.The modeled gravity was interpolated from observed gravity values.
 CK2675
 CK2675;                    North         East    Units  Estimated Accuracy
 CK2675;SPC SC       -    85,920.      690,840.      MT  (+/- 180 meters Scaled)
 CK2675
 CK2675                          SUPERSEDED SURVEY CONTROL
 CK2675
 CK2675  NGVD 29 (03/21/89)    1.476  (m)            4.84   (f) ADJUSTED    1 2
 CK2675
 CK2675.Superseded values are not recommended for survey control.
 CK2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2675.See file dsdata.txt to determine how the superseded data were derived.
 CK2675
 CK2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS812078(NAD 83)
 CK2675_MARKER: DJ = TIDAL STATION DISK
 CK2675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2675_SP_SET: STAINLESS STEEL ROD
 CK2675_STAMPING: 7062 H 1984
 CK2675_MARK LOGO: NOS   
 CK2675_PROJECTION: FLUSH
 CK2675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2675_ROD/PIPE-DEPTH: 14.6 meters
 CK2675
 CK2675  HISTORY     - Date     Condition        Report By
 CK2675  HISTORY     - 1984     MONUMENTED       NOS
 CK2675  HISTORY     - 1984     GOOD             SCGS
 CK2675  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 CK2675  HISTORY     - 20050125 MARK NOT FOUND   SCGS
 CK2675
 CK2675                          STATION DESCRIPTION
 CK2675
 CK2675'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2675'IN KIAWAH ISLAND.
 CK2675'4.75 KILOMETERS (2.95 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE
 CK2675'JOHNS ISLAND POST OFFICE, THENCE 16.15 KILOMETERS (10.05 MILES)
 CK2675'SOUTHERLY ALONG COUNTY ROAD S-10-20 TO THE ENTRANCE TO KIAWAH ISLAND,
 CK2675'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHEASTERLY ALONG KIAWAH ISLAND
 CK2675'PARKWAY, SET NEAR A MULTI-TRUNK OAK TREE JUST BEFORE A CURVE,
 CK2675'8.5 METERS (28.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 CK2675'2.2 METERS (7.2 FEET) NORTHWEST OF A WIRE FENCE, 9.3 METERS (30.5
 CK2675'FEET) WEST OF THE MULTI-TRUNK OAK TREE.
 CK2675'THE MARK IS 0.60 M BELOW KIAWAH ISLAND PARKWAY.
 CK2675
 CK2675                          STATION RECOVERY (1995)
 CK2675
 CK2675'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2675'MARK NOT FOUND.
 CK2675
 CK2675                          STATION RECOVERY (2005)
 CK2675
 CK2675'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2675'NOT RECOVERED, A 30 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS,
 CK2675'MEASUREMENTS LED  TO AN AREA WHICH IS UNDISTURBED, MAY BE INTACT.
 CK2675'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1774 ***********************************************************************
 CK1774  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1774  DESIGNATION -  866 7067 TIDAL 1
 CK1774  PID         -  CK1774
 CK1774  STATE/COUNTY-  SC/CHARLESTON
 CK1774  USGS QUAD   -  BENNETTS POINT (1960)
 CK1774
 CK1774                         *CURRENT SURVEY CONTROL
 CK1774  ___________________________________________________________________
 CK1774* NAD 83(1986)-  32 36 10.     (N)    080 23 17.     (W)     SCALED    
 CK1774* NAVD 88     -         1.211  (meters)       3.97   (feet)  ADJUSTED  
 CK1774  ___________________________________________________________________
 CK1774  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 CK1774  DYNAMIC HT  -           1.210 (meters)       3.97  (feet)  COMP
 CK1774  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 CK1774
 CK1774  VERT ORDER  -  FIRST     CLASS II
 CK1774
 CK1774.The horizontal coordinates were scaled from a topographic map and have
 CK1774.an estimated accuracy of +/- 6 seconds.
 CK1774
 CK1774.The orthometric height was determined by differential leveling
 CK1774.and adjusted by the National Geodetic Survey in June 1991..
 CK1774
 CK1774.This Tidal Bench Mark is designated as VM 6682
 CK1774.by the Center for Operational Oceanographic Products and Services.
 CK1774
 CK1774.The geoid height was determined by GEOID03.
 CK1774
 CK1774.The dynamic height is computed by dividing the NAVD 88
 CK1774.geopotential number by the normal gravity value computed on the
 CK1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1774.degrees latitude (g = 980.6199 gals.).
 CK1774
 CK1774.The modeled gravity was interpolated from observed gravity values.
 CK1774
 CK1774;                    North         East    Units  Estimated Accuracy
 CK1774;SPC SC       -    85,500.      667,040.      MT  (+/- 180 meters Scaled)
 CK1774
 CK1774                          SUPERSEDED SURVEY CONTROL
 CK1774
 CK1774  NGVD 29 (03/21/89)    1.503  (m)            4.93   (f) ADJUSTED    1 2
 CK1774
 CK1774.Superseded values are not recommended for survey control.
 CK1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1774.See file dsdata.txt to determine how the superseded data were derived.
 CK1774
 CK1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS574074(NAD 83)
 CK1774_MARKER: DJ = TIDAL STATION DISK
 CK1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1774_SP_SET: CONCRETE POST
 CK1774_STAMPING: NO 1 1934
 CK1774_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1774+STABILITY: SURFACE MOTION
 CK1774
 CK1774  HISTORY     - Date     Condition        Report By
 CK1774  HISTORY     - 1934     MONUMENTED       CGS
 CK1774  HISTORY     - 1979     GOOD             NGS
 CK1774  HISTORY     - 20050817 MARK NOT FOUND   SCGS
 CK1774
 CK1774                          STATION DESCRIPTION
 CK1774
 CK1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1774'8.1 MI NW FROM EDISTO ISLAND.
 CK1774'4.9 MILES NORTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1774'EDISTO ISLAND, THENCE 1.1 MILES NORTHWEST ALONG STATE ROAD
 CK1774'S-10-1308 TO A Y-JUNCTION, THENCE 2.1 MILES NORTHWEST ALONG A GRADED
 CK1774'SAND ROAD, 97.0 FT. EAST OF USUAL HIGH WATER MARK, 62.0 FT.
 CK1774'SOUTHWEST OF A GROUP OF PALMETTO TREES, 36.1 FT. WEST OF THE
 CK1774'CENTERLINE OF THE ROAD.
 CK1774'THE MARK IS 3 FT  N FROM A WITNESS POST.
 CK1774'THE MARK IS 1 FT BELOW ROAD.
 CK1774
 CK1774                          STATION RECOVERY (2005)
 CK1774
 CK1774'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK1774'LANDOWNER REPORTED THE STATION WAS COVERED WITH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1777 ***********************************************************************
 CK1777  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1777  DESIGNATION -  866 7067 TIDAL 2
 CK1777  PID         -  CK1777
 CK1777  STATE/COUNTY-  SC/CHARLESTON
 CK1777  USGS QUAD   -  BENNETTS POINT (1960)
 CK1777
 CK1777                         *CURRENT SURVEY CONTROL
 CK1777  ___________________________________________________________________
 CK1777* NAD 83(1986)-  32 36 12.     (N)    080 23 15.     (W)     SCALED    
 CK1777* NAVD 88     -         1.521  (meters)       4.99   (feet)  ADJUSTED  
 CK1777  ___________________________________________________________________
 CK1777  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 CK1777  DYNAMIC HT  -           1.519 (meters)       4.98  (feet)  COMP
 CK1777  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CK1777
 CK1777  VERT ORDER  -  FIRST     CLASS II
 CK1777
 CK1777.The horizontal coordinates were scaled from a topographic map and have
 CK1777.an estimated accuracy of +/- 6 seconds.
 CK1777
 CK1777.The orthometric height was determined by differential leveling
 CK1777.and adjusted by the National Geodetic Survey in June 1991..
 CK1777
 CK1777.This Tidal Bench Mark is designated as VM 6683
 CK1777.by the Center for Operational Oceanographic Products and Services.
 CK1777
 CK1777.The geoid height was determined by GEOID03.
 CK1777
 CK1777.The dynamic height is computed by dividing the NAVD 88
 CK1777.geopotential number by the normal gravity value computed on the
 CK1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1777.degrees latitude (g = 980.6199 gals.).
 CK1777
 CK1777.The modeled gravity was interpolated from observed gravity values.
 CK1777
 CK1777;                    North         East    Units  Estimated Accuracy
 CK1777;SPC SC       -    85,570.      667,090.      MT  (+/- 180 meters Scaled)
 CK1777
 CK1777                          SUPERSEDED SURVEY CONTROL
 CK1777
 CK1777  NGVD 29 (03/21/89)    1.812  (m)            5.94   (f) ADJUSTED    1 2
 CK1777
 CK1777.Superseded values are not recommended for survey control.
 CK1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1777.See file dsdata.txt to determine how the superseded data were derived.
 CK1777
 CK1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS574074(NAD 83)
 CK1777_MARKER: DJ = TIDAL STATION DISK
 CK1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1777_SP_SET: CONCRETE POST
 CK1777_STAMPING: NO 2 1934
 CK1777_PROJECTION: PROJECTING 13 CENTIMETERS
 CK1777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1777+STABILITY: SURFACE MOTION
 CK1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1777+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 CK1777
 CK1777  HISTORY     - Date     Condition        Report By
 CK1777  HISTORY     - 1934     MONUMENTED       CGS
 CK1777  HISTORY     - 1979     GOOD             NGS
 CK1777  HISTORY     - 20050817 GOOD             SCGS
 CK1777
 CK1777                          STATION DESCRIPTION
 CK1777
 CK1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1777'8.1 MI NW FROM EDISTO ISLAND.
 CK1777'4.9 MILES NORTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1777'EDISTO ISLAND, THENCE 1.1 MILES NORTHWEST ALONG STATE ROAD
 CK1777'S-10-1308 TO A Y-JUNCTION, THENCE 2.1 MILES NORTHWEST ALONG A GRADED
 CK1777'SAND ROAD, 66.0 FT. NORTHWEST OF AND ACROSS DIRT ROAD LEADING
 CK1777'PIER FROM BENCH MARK 7067 TIDAL 5, 27.5 FT. EAST OF THE USUAL HIGH
 CK1777'WATER LINE, 21.5 FT. NORTH OF THE CENTERLINE OF THE DIRT ROAD T.
 CK1777'PIER, 9.5 FT. NORTHEAST OF A 14-INCH PALMETTO TREE.
 CK1777
 CK1777                          STATION RECOVERY (2005)
 CK1777
 CK1777'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK1777'STATION IS LOCATED 8.3 MI (13.36 KM) SOUTH-SOUTHWEST OF ADAMS RUN,
 CK1777'29.1 MI (46.83 KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--SCDOT,
 CK1777'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK1777'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK1777'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK1777'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK1777'THE SOUTH END OF THE BRIDGE OVER DAWHO RIVER, CONTINUE ON HIGHWAY 174
 CK1777'FOR 3.3 MI (5.31 KM) TO THE JUNCTION OF STATE ROAD 1308 (PINE LANDING
 CK1777'ROAD), TURN RIGHT ON ROAD 1308 FOR 1.1 MI (1.77 KM) TO THE FORK
 CK1777'JUNCTION OF A SAND ROAD (LAUREL HILL ROAD), BEAR RIGHT ON THE SAND
 CK1777'ROAD FOR 2.0 MI (3.22 KM) TO A SAND ROAD LEADING TO AN OLD PIER, TURN
 CK1777'LEFT ON THE SAND ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 CK1777'RIGHT.   STATION IS A CONCRETE POST PROJECTING 0.4 FT (0.1 M) AND 0.5
 CK1777'FT (0.2 M) BELOW THE ROAD, 61.5 FT (18.7 M) WEST NORTHWEST OF THE
 CK1777'CENTER OF THE ROAD, 24.5 FT (7.5 M) NORTH OF THE CENTER OF THE ROAD
 CK1777'LEADING TO THE OLD PIER, 9.6 FT (2.9 M) EAST NORTHEAST OF A 1.1-FOOT
 CK1777'PALMETTO TREE, 57.0 FT (17.4 M) NORTH NORTHEAST OF TIDAL BENCH MARK
 CK1777'866 7067 C TIDAL, 5.7 FT (1.7 M) WEST OF A WITNESS POST. RECOVERED BY
 CK1777'R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1778 ***********************************************************************
 CK1778  DESIGNATION -  866 7067 TIDAL 4
 CK1778  PID         -  CK1778
 CK1778  STATE/COUNTY-  SC/CHARLESTON
 CK1778  USGS QUAD   -  BENNETTS POINT (1960)
 CK1778
 CK1778                         *CURRENT SURVEY CONTROL
 CK1778  ___________________________________________________________________
 CK1778* NAD 83(1986)-  32 36 12.     (N)    080 23 15.     (W)     SCALED    
 CK1778* NAVD 88     -         1.288  (meters)       4.23   (feet)  ADJUSTED  
 CK1778  ___________________________________________________________________
 CK1778  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 CK1778  DYNAMIC HT  -           1.287 (meters)       4.22  (feet)  COMP
 CK1778  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CK1778
 CK1778  VERT ORDER  -  FIRST     CLASS II
 CK1778
 CK1778.The horizontal coordinates were scaled from a topographic map and have
 CK1778.an estimated accuracy of +/- 6 seconds.
 CK1778
 CK1778.The orthometric height was determined by differential leveling
 CK1778.and adjusted by the National Geodetic Survey in June 1991..
 CK1778
 CK1778.The geoid height was determined by GEOID03.
 CK1778
 CK1778.The dynamic height is computed by dividing the NAVD 88
 CK1778.geopotential number by the normal gravity value computed on the
 CK1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1778.degrees latitude (g = 980.6199 gals.).
 CK1778
 CK1778.The modeled gravity was interpolated from observed gravity values.
 CK1778
 CK1778;                    North         East    Units  Estimated Accuracy
 CK1778;SPC SC       -    85,570.      667,090.      MT  (+/- 180 meters Scaled)
 CK1778
 CK1778                          SUPERSEDED SURVEY CONTROL
 CK1778
 CK1778  NGVD 29 (03/21/89)    1.579  (m)            5.18   (f) ADJUSTED    1 2
 CK1778
 CK1778.Superseded values are not recommended for survey control.
 CK1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1778.See file dsdata.txt to determine how the superseded data were derived.
 CK1778
 CK1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS574074(NAD 83)
 CK1778_MARKER: DJ = TIDAL STATION DISK
 CK1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1778_SP_SET: CONCRETE POST
 CK1778_STAMPING: NO 4 1974
 CK1778_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1778+STABILITY: SURFACE MOTION
 CK1778
 CK1778  HISTORY     - Date     Condition        Report By
 CK1778  HISTORY     - 1974     MONUMENTED       NOS
 CK1778  HISTORY     - 1979     GOOD             NGS
 CK1778  HISTORY     - 20050817 MARK NOT FOUND   SCGS
 CK1778
 CK1778                          STATION DESCRIPTION
 CK1778
 CK1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1778'8.1 MI NW FROM EDISTO ISLAND.
 CK1778'4.9 MILES NORTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1778'EDISTO ISLAND, THENCE 1.1 MILES NORTHWEST ALONG STATE ROAD
 CK1778'S-10-1308 TO A Y-JUNCTION, THENCE 2.1 MILES NORTHWEST ALONG A GRADED
 CK1778'SAND ROAD TO A DIRT ROAD LEADING WEST TO A PIER, 48.3 FT. SOUTH OF AND
 CK1778'ACROSS THE DIRT ROAD FROM BENCH MARK 7067 TIDAL 2, 24.7 FT. SOUTH OF
 CK1778'THE CENTERLINE OF THE DIRT ROAD, 4.0 FT. EAST OF A 13-INCH PALMETTO
 CK1778'TREE.
 CK1778'THE MARK IS 2 FT  W FROM A WITNESS POST.
 CK1778
 CK1778                          STATION RECOVERY (2005)
 CK1778
 CK1778'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK1778'NEARBY LANDOWNER REPORTED THAT THE STATION WAS COVERED WITH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1775 ***********************************************************************
 CK1775  DESIGNATION -  866 7067 TIDAL 5
 CK1775  PID         -  CK1775
 CK1775  STATE/COUNTY-  SC/CHARLESTON
 CK1775  USGS QUAD   -  BENNETTS POINT (1960)
 CK1775
 CK1775                         *CURRENT SURVEY CONTROL
 CK1775  ___________________________________________________________________
 CK1775* NAD 83(1986)-  32 36 11.     (N)    080 23 14.     (W)     SCALED    
 CK1775* NAVD 88     -         1.652  (meters)       5.42   (feet)  ADJUSTED  
 CK1775  ___________________________________________________________________
 CK1775  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 CK1775  DYNAMIC HT  -           1.650 (meters)       5.41  (feet)  COMP
 CK1775  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CK1775
 CK1775  VERT ORDER  -  FIRST     CLASS II
 CK1775
 CK1775.The horizontal coordinates were scaled from a topographic map and have
 CK1775.an estimated accuracy of +/- 6 seconds.
 CK1775
 CK1775.The orthometric height was determined by differential leveling
 CK1775.and adjusted by the National Geodetic Survey in June 1991..
 CK1775
 CK1775.The geoid height was determined by GEOID03.
 CK1775
 CK1775.The dynamic height is computed by dividing the NAVD 88
 CK1775.geopotential number by the normal gravity value computed on the
 CK1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1775.degrees latitude (g = 980.6199 gals.).
 CK1775
 CK1775.The modeled gravity was interpolated from observed gravity values.
 CK1775
 CK1775;                    North         East    Units  Estimated Accuracy
 CK1775;SPC SC       -    85,540.      667,120.      MT  (+/- 180 meters Scaled)
 CK1775
 CK1775                          SUPERSEDED SURVEY CONTROL
 CK1775
 CK1775  NGVD 29 (03/21/89)    1.943  (m)            6.37   (f) ADJUSTED    1 2
 CK1775
 CK1775.Superseded values are not recommended for survey control.
 CK1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1775.See file dsdata.txt to determine how the superseded data were derived.
 CK1775
 CK1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS574074(NAD 83)
 CK1775_MARKER: DJ = TIDAL STATION DISK
 CK1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1775_SP_SET: CONCRETE POST
 CK1775_STAMPING: NO 5 1974
 CK1775_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1775+STABILITY: SURFACE MOTION
 CK1775
 CK1775  HISTORY     - Date     Condition        Report By
 CK1775  HISTORY     - 1974     MONUMENTED       NOS
 CK1775  HISTORY     - 1979     GOOD             NGS
 CK1775  HISTORY     - 20050817 MARK NOT FOUND   SCGS
 CK1775
 CK1775                          STATION DESCRIPTION
 CK1775
 CK1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1775'8.1 MI NW FROM EDISTO ISLAND.
 CK1775'4.9 MILES NORTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1775'EDISTO ISLAND, THENCE 1.1 MILES NORTHWEST ALONG STATE ROAD
 CK1775'S-10-1308 TO A Y-JUNCTION, THENCE 2.1 MILES NORTHWEST ALONG A GRADED
 CK1775'SAND ROAD TO A DIRT ROAD LEADING WEST TO A PIER, 66.0 FT. SOUTHEAST
 CK1775'OF AND ACROSS THE DIRT ROAD FROM BENCH MARK 7067 TIDAL 2, 57.4 FT.
 CK1775'SOUTH OF AND ACROSS THE DIRT ROAD FROM BENCH MARK 7067 TIDAL 6, 1
 CK1775'2.0 FT. WEST OF THE CENTERLINE OF THE ROAD.
 CK1775'THE MARK IS 1 FT  E FROM A WITNESS POST.
 CK1775
 CK1775                          STATION RECOVERY (2005)
 CK1775
 CK1775'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK1775'NEARBY LANDOWNER REPORTED THAT THE STATION WAS COVERED WITH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1776 ***********************************************************************
 CK1776  DESIGNATION -  866 7067 TIDAL 6
 CK1776  PID         -  CK1776
 CK1776  STATE/COUNTY-  SC/CHARLESTON
 CK1776  USGS QUAD   -  BENNETTS POINT (1960)
 CK1776
 CK1776                         *CURRENT SURVEY CONTROL
 CK1776  ___________________________________________________________________
 CK1776* NAD 83(1986)-  32 36 12.     (N)    080 23 14.     (W)     SCALED    
 CK1776* NAVD 88     -         1.576  (meters)       5.17   (feet)  ADJUSTED  
 CK1776  ___________________________________________________________________
 CK1776  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 CK1776  DYNAMIC HT  -           1.574 (meters)       5.16  (feet)  COMP
 CK1776  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CK1776
 CK1776  VERT ORDER  -  FIRST     CLASS II
 CK1776
 CK1776.The horizontal coordinates were scaled from a topographic map and have
 CK1776.an estimated accuracy of +/- 6 seconds.
 CK1776
 CK1776.The orthometric height was determined by differential leveling
 CK1776.and adjusted by the National Geodetic Survey in June 1991..
 CK1776
 CK1776.The geoid height was determined by GEOID03.
 CK1776
 CK1776.The dynamic height is computed by dividing the NAVD 88
 CK1776.geopotential number by the normal gravity value computed on the
 CK1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1776.degrees latitude (g = 980.6199 gals.).
 CK1776
 CK1776.The modeled gravity was interpolated from observed gravity values.
 CK1776
 CK1776;                    North         East    Units  Estimated Accuracy
 CK1776;SPC SC       -    85,570.      667,120.      MT  (+/- 180 meters Scaled)
 CK1776
 CK1776                          SUPERSEDED SURVEY CONTROL
 CK1776
 CK1776  NGVD 29 (03/21/89)    1.867  (m)            6.13   (f) ADJUSTED    1 2
 CK1776
 CK1776.Superseded values are not recommended for survey control.
 CK1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1776.See file dsdata.txt to determine how the superseded data were derived.
 CK1776
 CK1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS574074(NAD 83)
 CK1776_MARKER: DJ = TIDAL STATION DISK
 CK1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1776_SP_SET: CONCRETE POST
 CK1776_STAMPING: NO 6 1977
 CK1776_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1776+STABILITY: SURFACE MOTION
 CK1776
 CK1776  HISTORY     - Date     Condition        Report By
 CK1776  HISTORY     - 1977     MONUMENTED       NOS
 CK1776  HISTORY     - 1979     GOOD             NGS
 CK1776  HISTORY     - 20050817 MARK NOT FOUND   SCGS
 CK1776
 CK1776                          STATION DESCRIPTION
 CK1776
 CK1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1776'8.1 MI NW FROM EDISTO ISLAND.
 CK1776'4.9 MILES NORTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1776'EDISTO ISLAND, THENCE 1.1 MILES NORTHWEST ALONG STATE ROAD
 CK1776'S-10-1308 TO A Y-JUNCTION, THENCE 2.1 MILES NORTHWEST ALONG A GRADED
 CK1776'SAND ROAD TO A DIRT ROAD LEADING WEST TO A PIER, 57.4 FT. NORTH OF AND
 CK1776'ACROSS THE DIRT ROAD FROM BENCH MARK 7067 TIDAL 5, 34.5 FT. NORTH OF
 CK1776'THE CENTERLINE OF THE DIRT ROAD, 7.6 FT. WEST OF THE CENTERLINE OF
 CK1776'THE ROAD.
 CK1776'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 CK1776
 CK1776                          STATION RECOVERY (2005)
 CK1776
 CK1776'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK1776'NEARBY LANDOWNER REPORTED THAT THE STATION WAS COVERED WITH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2997 ***********************************************************************
 CK2997  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2997  DESIGNATION -  866 7074 A TIDAL
 CK2997  PID         -  CK2997
 CK2997  STATE/COUNTY-  SC/COLLETON
 CK2997  USGS QUAD   -  WIGGINS (1988)
 CK2997
 CK2997                         *CURRENT SURVEY CONTROL
 CK2997  ___________________________________________________________________
 CK2997* NAD 83(1986)-  32 36 05.     (N)    080 32 27.     (W)     SCALED    
 CK2997* NAVD 88     -         2.098  (meters)       6.88   (feet)  ADJUSTED  
 CK2997  ___________________________________________________________________
 CK2997  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 CK2997  DYNAMIC HT  -           2.096 (meters)       6.88  (feet)  COMP
 CK2997  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 CK2997
 CK2997  VERT ORDER  -  FIRST     CLASS II
 CK2997
 CK2997.The horizontal coordinates were scaled from a topographic map and have
 CK2997.an estimated accuracy of +/- 6 seconds.
 CK2997
 CK2997.The orthometric height was determined by differential leveling
 CK2997.and adjusted by the National Geodetic Survey in June 1991..
 CK2997
 CK2997.This Tidal Bench Mark is designated as VM 11318
 CK2997.by the Center for Operational Oceanographic Products and Services.
 CK2997
 CK2997.The geoid height was determined by GEOID03.
 CK2997
 CK2997.The dynamic height is computed by dividing the NAVD 88
 CK2997.geopotential number by the normal gravity value computed on the
 CK2997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2997.degrees latitude (g = 980.6199 gals.).
 CK2997
 CK2997.The modeled gravity was interpolated from observed gravity values.
 CK2997
 CK2997;                    North         East    Units  Estimated Accuracy
 CK2997;SPC SC       -    85,280.      652,700.      MT  (+/- 180 meters Scaled)
 CK2997
 CK2997                          SUPERSEDED SURVEY CONTROL
 CK2997
 CK2997  NGVD 29 (03/21/89)    2.375  (m)            7.79   (f) ADJUSTED    1 2
 CK2997
 CK2997.Superseded values are not recommended for survey control.
 CK2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2997.See file dsdata.txt to determine how the superseded data were derived.
 CK2997
 CK2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS430071(NAD 83)
 CK2997_MARKER: DJ = TIDAL STATION DISK
 CK2997_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2997_SP_SET: GALVANIZED STEEL ROD
 CK2997_STAMPING: 7074 A 1977
 CK2997_MARK LOGO: NOS   
 CK2997_PROJECTION: RECESSED 3 CENTIMETERS
 CK2997_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2997+STABILITY: POSITION/ELEVATION WELL
 CK2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2997+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2997_ROD/PIPE-DEPTH: 9.70 meters
 CK2997
 CK2997  HISTORY     - Date     Condition        Report By
 CK2997  HISTORY     - 1977     MONUMENTED       NOS
 CK2997  HISTORY     - 1983     GOOD             SCGS
 CK2997  HISTORY     - 20050815 GOOD             SCGS
 CK2997
 CK2997                          STATION DESCRIPTION
 CK2997
 CK2997'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2997'16.1 KM (10.0 MI) SOUTH FROM GREEN POND.
 CK2997'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2997'POST OFFICE IN GREEN POND, THENCE 6.5 KILOMETERS (4.05 MILES)
 CK2997'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 10.5 KILOMETERS (6.5 MILES)
 CK2997'SOUTHERLY ALONG COUNTY ROAD S-15-162, THENCE 3.8 KILOMETERS (2.35
 CK2997'MILES) SOUTHEAST ALONG S-15-161 TO AN ABANDONED RAILROAD CROSSING,
 CK2997'CONTINUE AHEAD FOR 1.8 KILOMETERS (1.1 MILES) SOUTHEAST ALONG A SAND
 CK2997'ROAD TO A CROSS INTERSECTION, CONTINUE AHEAD FOR 0.6 KILOMETER (0.4
 CK2997'MILE) ALONG A SAND ROAD TO THE PUBLIC BOAT RAMP, SET NEAR THE
 CK2997'NORTHWEST CORNER OF A WOODEN PAVILION ON THE SOUTH SIDE OF THE BOAT
 CK2997'RAMP, 7.0 METERS (23.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE
 CK2997'BOAT RAMP, 1.0 METER (3.7 FEET) NORTHWEST OF THE NORTHWEST CORNER OF
 CK2997'THE WOODEN PAVILION, 3.0 METERS (10.0 FEET) EAST-SOUTHEAST OF THE
 CK2997'APPROXIMATE CENTER OF THE SAND ROAD.
 CK2997'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2997
 CK2997                          STATION RECOVERY (2005)
 CK2997
 CK2997'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2997'STATION IS LOCATED 10.0 MI (16.09 KM) SOUTH-SOUTHEAST OF GREEN POND,
 CK2997'22.2 MI (35.73 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH
 CK2997'CAROLINA DEPARTMENT OF NATURAL RESOURCES, 585 DONNELLEY DRIVE, GREEN
 CK2997'POND, SC 29446 PHONE 843-844-8957. TO REACH THE STATION FROM THE
 CK2997'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK2997'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK2997'GO SOUTHWEST ON HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF
 CK2997'STATE ROAD 161 (STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI
 CK2997'(8.61 KM) TO THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), CONTINUE
 CK2997'ON ROAD 161 (WIGGINS ROAD) FOR 3.0 MI (4.83 KM) TO THE FORK JUNCTION
 CK2997'OF A SAND ROAD, BEAR LEFT ON THE SAND ROAD FOR 0.05 MI (0.08 KM) TO A
 CK2997'GATE, CONTINUE ON THE SAND ROAD FOR 0.45 MI (0.72 KM) TO A SAND
 CK2997'CROSSROAD, CONTINUE ON THE SAND ROAD FOR 0.05 MI (0.08 KM) TO THE FORK
 CK2997'JUNCTION OF A SAND ROAD, BEAR LEFT ON THE SAND ROAD FOR 0.3 MI (0.48
 CK2997'KM) TO THE STATION AHEAD NEAR A WOOD SHELTER. STATION IS A DISK
 CK2997'ATTACHED TO A COPPER-CLAD ROD RECESSED 0.1 FT (0.0 M) AND LEVEL WITH
 CK2997'THE WEST END OF A BOAT RAMP, 24.6 FT (7.5 M) SOUTH SOUTHWEST OF THE
 CK2997'CENTER OF THE BOAT RAMP, 3.7 FT (1.1 M) NORTHWEST OF THE NORTHWEST
 CK2997'CORNER OF THE SHELTER, 40.4 FT (12.3 M) EAST NORTHEAST OF A 1.3-FOOT
 CK2997'LIVE OAK TREE, 27.3 FT (8.3 M) NORTH OF A 2.4-FOOT LIVE OAK TREE,
 CK2997'306.9 FT (93.5 M) SOUTH OF TIDAL BENCH MARK 866 7074 D TIDAL.
 CK2997'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2996 ***********************************************************************
 CK2996  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2996  DESIGNATION -  866 7074 D TIDAL
 CK2996  PID         -  CK2996
 CK2996  STATE/COUNTY-  SC/COLLETON
 CK2996  USGS QUAD   -  WIGGINS (1988)
 CK2996
 CK2996                         *CURRENT SURVEY CONTROL
 CK2996  ___________________________________________________________________
 CK2996* NAD 83(1986)-  32 36 05.     (N)    080 32 29.     (W)     SCALED    
 CK2996* NAVD 88     -         4.834  (meters)      15.86   (feet)  ADJUSTED  
 CK2996  ___________________________________________________________________
 CK2996  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 CK2996  DYNAMIC HT  -           4.829 (meters)      15.84  (feet)  COMP
 CK2996  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 CK2996
 CK2996  VERT ORDER  -  FIRST     CLASS II
 CK2996
 CK2996.The horizontal coordinates were scaled from a topographic map and have
 CK2996.an estimated accuracy of +/- 6 seconds.
 CK2996
 CK2996.The orthometric height was determined by differential leveling
 CK2996.and adjusted by the National Geodetic Survey in June 1991..
 CK2996
 CK2996.This Tidal Bench Mark is designated as VM 11321
 CK2996.by the Center for Operational Oceanographic Products and Services.
 CK2996
 CK2996.The geoid height was determined by GEOID03.
 CK2996
 CK2996.The dynamic height is computed by dividing the NAVD 88
 CK2996.geopotential number by the normal gravity value computed on the
 CK2996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2996.degrees latitude (g = 980.6199 gals.).
 CK2996
 CK2996.The modeled gravity was interpolated from observed gravity values.
 CK2996
 CK2996;                    North         East    Units  Estimated Accuracy
 CK2996;SPC SC       -    85,280.      652,650.      MT  (+/- 180 meters Scaled)
 CK2996
 CK2996                          SUPERSEDED SURVEY CONTROL
 CK2996
 CK2996  NGVD 29 (03/21/89)    5.111  (m)           16.77   (f) ADJUSTED    1 2
 CK2996
 CK2996.Superseded values are not recommended for survey control.
 CK2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2996.See file dsdata.txt to determine how the superseded data were derived.
 CK2996
 CK2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS430071(NAD 83)
 CK2996_MARKER: DJ = TIDAL STATION DISK
 CK2996_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2996_SP_SET: GALVANIZED STEEL ROD
 CK2996_STAMPING: 7074 D 1977
 CK2996_MARK LOGO: NOS   
 CK2996_PROJECTION: FLUSH
 CK2996_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2996+STABILITY: POSITION/ELEVATION WELL
 CK2996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2996+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK2996_ROD/PIPE-DEPTH: 3.60 meters
 CK2996
 CK2996  HISTORY     - Date     Condition        Report By
 CK2996  HISTORY     - 1977     MONUMENTED       NOS
 CK2996  HISTORY     - 1983     GOOD             SCGS
 CK2996  HISTORY     - 20050815 GOOD             SCGS
 CK2996
 CK2996                          STATION DESCRIPTION
 CK2996
 CK2996'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2996'16.1 KM (10.0 MI) SOUTH FROM GREEN POND.
 CK2996'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2996'POST OFFICE IN GREEN POND, THENCE 6.5 KILOMETERS (4.05 MILES)
 CK2996'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 10.5 KILOMETERS (6.5 MILES)
 CK2996'SOUTHERLY ALONG COUNTY ROAD S-15-162, THENCE 3.8 KILOMETERS (2.35
 CK2996'MILES) SOUTHEAST ALONG COUNTY ROAD S-15-161 TO AN ABANDONED RAILROAD
 CK2996'CROSSING, CONTINUE AHEAD FOR 1.8 KILOMETERS (1.1 MILES) SOUTHEAST
 CK2996'ALONG A SAND ROAD TO A CROSS INTERSECTION, CONTINUE AHEAD FOR 0.55
 CK2996'KILOMETER (0.35 MILE) ALONG A SAND ROAD LEADING TO THE PUBLIC BOAT
 CK2996'RAMP, SET ON THE OUTSIDE OF A CURVE NEAR TWO 15-INCH PALMETTO TREES,
 CK2996'0.1 KILOMETER (0.05 MILE) NORTHWEST OF THE BOAT RAMP, 11.7 METERS
 CK2996'(38.5 FEET) EAST OF A TWIN TRUNK OAK TREE, 4.3 METERS (14.2 FEET)
 CK2996'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 6.5 METERS
 CK2996'(21.2 FEET) WEST-SOUTHWEST OF A 15-INCH PALMETTO TREE.
 CK2996'THE MARK IS 0.30 M ABOVE ROAD.
 CK2996
 CK2996                          STATION RECOVERY (2005)
 CK2996
 CK2996'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2996'STATION IS LOCATED 9.9 MI (15.93 KM) SOUTH-SOUTHEAST OF GREEN POND,
 CK2996'22.15 MI (35.65 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--SOUTH
 CK2996'CAROLINA DEPARTMENT OF NATURAL RESOURCES 585 DONNELLEY DRIVE GREEN
 CK2996'POND, SC 29446 PHONE 843-844-8957. TO REACH THE STATION FROM THE
 CK2996'JUNCTION OF U.S. HIGHWAY 17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303
 CK2996'(GREEN POND HIGHWAY), 1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND,
 CK2996'GO SOUTHWEST ON HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF
 CK2996'STATE ROAD 161 (STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI
 CK2996'(8.61 KM) TO THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), CONTINUE
 CK2996'ON ROAD 161 (WIGGINS ROAD) FOR 3.0 MI (4.83 KM) TO THE FORK JUNCTION
 CK2996'OF A SAND ROAD, BEAR LEFT ON THE SAND ROAD FOR 0.05 MI (0.08 KM) TO A
 CK2996'GATE, CONTINUE ON THE SAND ROAD FOR 0.45 MI (0.72 KM) TO A SAND
 CK2996'CROSSROAD, CONTINUE ON THE SAND ROAD FOR 0.05 MI (0.08 KM) TO THE FORK
 CK2996'JUNCTION OF A SAND ROAD, BEAR LEFT ON THE SAND ROAD FOR 0.25 MI (0.4
 CK2996'KM) TO THE STATION ON THE LEFT. STATION IS A DISK ATTACHED TO A
 CK2996'COPPER-CLAD ROD FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) ABOVE THE
 CK2996'ROAD, 13.6 FT (4.1 M) EAST NORTHEAST OF THE CENTER OF THE ROAD, 8.0 FT
 CK2996'(2.4 M) SOUTH SOUTHWEST OF A 1.4-FOOT OAK TREE WITH A SCGS REFERENCE
 CK2996'WASHER ATTACHED, 16.5 FT (5.0 M) NORTH NORTHWEST OF A 1.2-FOOT OAK
 CK2996'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 306.9 FT (93.5 M) NORTH OF
 CK2996'TIDAL BENCH MARK 866 7074 A TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2995 ***********************************************************************
 CK2995  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2995  DESIGNATION -  866 7074 E TIDAL
 CK2995  PID         -  CK2995
 CK2995  STATE/COUNTY-  SC/COLLETON
 CK2995  USGS QUAD   -  WIGGINS (1988)
 CK2995
 CK2995                         *CURRENT SURVEY CONTROL
 CK2995  ___________________________________________________________________
 CK2995* NAD 83(1986)-  32 36 07.     (N)    080 32 29.     (W)     SCALED    
 CK2995* NAVD 88     -         6.748  (meters)      22.14   (feet)  ADJUSTED  
 CK2995  ___________________________________________________________________
 CK2995  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 CK2995  DYNAMIC HT  -           6.740 (meters)      22.11  (feet)  COMP
 CK2995  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 CK2995
 CK2995  VERT ORDER  -  FIRST     CLASS II
 CK2995
 CK2995.The horizontal coordinates were scaled from a topographic map and have
 CK2995.an estimated accuracy of +/- 6 seconds.
 CK2995
 CK2995.The orthometric height was determined by differential leveling
 CK2995.and adjusted by the National Geodetic Survey in June 1991..
 CK2995
 CK2995.This Tidal Bench Mark is designated as VM 11322
 CK2995.by the Center for Operational Oceanographic Products and Services.
 CK2995
 CK2995.The geoid height was determined by GEOID03.
 CK2995
 CK2995.The dynamic height is computed by dividing the NAVD 88
 CK2995.geopotential number by the normal gravity value computed on the
 CK2995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2995.degrees latitude (g = 980.6199 gals.).
 CK2995
 CK2995.The modeled gravity was interpolated from observed gravity values.
 CK2995
 CK2995;                    North         East    Units  Estimated Accuracy
 CK2995;SPC SC       -    85,340.      652,650.      MT  (+/- 180 meters Scaled)
 CK2995
 CK2995                          SUPERSEDED SURVEY CONTROL
 CK2995
 CK2995  NGVD 29 (03/21/89)    7.025  (m)           23.05   (f) ADJUSTED    1 2
 CK2995
 CK2995.Superseded values are not recommended for survey control.
 CK2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2995.See file dsdata.txt to determine how the superseded data were derived.
 CK2995
 CK2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS430072(NAD 83)
 CK2995_MARKER: DJ = TIDAL STATION DISK
 CK2995_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2995_SP_SET: GALVANIZED STEEL ROD
 CK2995_STAMPING: 7074 E 1977
 CK2995_MARK LOGO: NOS   
 CK2995_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2995+STABILITY: POSITION/ELEVATION WELL
 CK2995_ROD/PIPE-DEPTH: 4.20 meters
 CK2995
 CK2995  HISTORY     - Date     Condition        Report By
 CK2995  HISTORY     - 1977     MONUMENTED       NOS
 CK2995  HISTORY     - 1983     GOOD             SCGS
 CK2995  HISTORY     - 20050815 MARK NOT FOUND   SCGS
 CK2995
 CK2995                          STATION DESCRIPTION
 CK2995
 CK2995'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2995'16.1 KM (10.0 MI) SOUTH FROM GREEN POND.
 CK2995'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE
 CK2995'POST OFFICE IN GREEN POND, THENCE 6.5 KILOMETERS (4.05 MILES)
 CK2995'SOUTHWEST ALONG U.S. HIGHWAY 17, THENCE 10.5 KILOMETERS (6.5 MILES)
 CK2995'SOUTHERLY ALONG COUNTY ROAD S-15-162, THENCE 3.8 KILOMETERS (2.35
 CK2995'MILES) SOUTHEAST ALONG COUNTY ROAD S-15-161 TO AN ABANDONED RAILROAD
 CK2995'CROSSING, CONTINUE AHEAD FOR 1.8 KILOMETERS (1.1 MILES) SOUTHEAST
 CK2995'ALONG A SAND ROAD TO A CROSS INTERSECTION, CONTINUE AHEAD FOR 0.5
 CK2995'KILOMETER (0.3 MILE) ALONG A SAND ROAD LEADING TO THE PUBLIC BOAT
 CK2995'RAMP, SET NEAR A 40-INCH OAK TREE JUST PAST THE CURVE IN THE ROAD, 0.2
 CK2995'KILOMETER (0.1 MILE) WEST-NORTHWEST OF THE BOAT RAMP, 48.3 METERS
 CK2995'(158.5 FEET) NORTHWEST OF 866 7074 D TIDAL, 11.5 METERS (38.0 FEET)
 CK2995'SOUTHWEST OF A 20-INCH PINE TREE, 3.9 METERS (13.0 FEET)
 CK2995'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 4.1 METERS
 CK2995'(13.5 FEET) SOUTH-SOUTHEAST OF A 40-INCH OAK TREE.
 CK2995'THE MARK IS 0.30 M ABOVE ROAD.
 CK2995
 CK2995                          STATION RECOVERY (2005)
 CK2995
 CK2995'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2995'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1792 ***********************************************************************
 CK1792  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1792  DESIGNATION -  866 7075 A TIDAL
 CK1792  PID         -  CK1792
 CK1792  STATE/COUNTY-  SC/CHARLESTON
 CK1792  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1792
 CK1792                         *CURRENT SURVEY CONTROL
 CK1792  ___________________________________________________________________
 CK1792* NAD 83(1986)-  32 36 11.     (N)    080 17 10.     (W)     SCALED    
 CK1792* NAVD 88     -         1.449  (meters)       4.75   (feet)  ADJUSTED  
 CK1792  ___________________________________________________________________
 CK1792  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 CK1792  DYNAMIC HT  -           1.448 (meters)       4.75  (feet)  COMP
 CK1792  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK1792
 CK1792  VERT ORDER  -  FIRST     CLASS II
 CK1792
 CK1792.The horizontal coordinates were scaled from a topographic map and have
 CK1792.an estimated accuracy of +/- 6 seconds.
 CK1792
 CK1792.The orthometric height was determined by differential leveling
 CK1792.and adjusted by the National Geodetic Survey in June 1991..
 CK1792
 CK1792.This Tidal Bench Mark is designated as VM 6684
 CK1792.by the Center for Operational Oceanographic Products and Services.
 CK1792
 CK1792.The geoid height was determined by GEOID03.
 CK1792
 CK1792.The dynamic height is computed by dividing the NAVD 88
 CK1792.geopotential number by the normal gravity value computed on the
 CK1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1792.degrees latitude (g = 980.6199 gals.).
 CK1792
 CK1792.The modeled gravity was interpolated from observed gravity values.
 CK1792
 CK1792;                    North         East    Units  Estimated Accuracy
 CK1792;SPC SC       -    85,600.      676,610.      MT  (+/- 180 meters Scaled)
 CK1792
 CK1792                          SUPERSEDED SURVEY CONTROL
 CK1792
 CK1792  NGVD 29 (03/21/89)    1.741  (m)            5.71   (f) ADJUSTED    1 2
 CK1792
 CK1792.Superseded values are not recommended for survey control.
 CK1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1792.See file dsdata.txt to determine how the superseded data were derived.
 CK1792
 CK1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS669075(NAD 83)
 CK1792_MARKER: DJ = TIDAL STATION DISK
 CK1792_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1792_SP_SET: COPPER-CLAD STEEL ROD
 CK1792_STAMPING: 7075 A 1977
 CK1792_PROJECTION: FLUSH
 CK1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1792_ROD/PIPE-DEPTH: 12.2 meters
 CK1792
 CK1792  HISTORY     - Date     Condition        Report By
 CK1792  HISTORY     - 1977     MONUMENTED       NOS
 CK1792  HISTORY     - 1979     GOOD             NGS
 CK1792
 CK1792                          STATION DESCRIPTION
 CK1792
 CK1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1792'3.9 MI NORTH FROM EDISTO ISLAND.
 CK1792'1.8 MILES NORTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT EDISTO
 CK1792'ISLAND, THENCE 1.7 MILES NORTH-NORTHEAST ALONG STATE ROAD S-10-968,
 CK1792'THENCE 0.4 MILE EAST ALONG A SAND ROAD TO THE DODGE PLANTATION, 33.0
 CK1792'FT. SOUTHWEST OF THE TIDE STAFF, 30.8 FT. NORTH OF BENCH MARK 866-7075
 CK1792'B TIDAL, 7.1 FT. SOUTH OF A STEEL SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1791 ***********************************************************************
 CK1791  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1791  DESIGNATION -  866 7075 B TIDAL
 CK1791  PID         -  CK1791
 CK1791  STATE/COUNTY-  SC/CHARLESTON
 CK1791  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1791
 CK1791                         *CURRENT SURVEY CONTROL
 CK1791  ___________________________________________________________________
 CK1791* NAD 83(1986)-  32 36 10.     (N)    080 17 10.     (W)     SCALED    
 CK1791* NAVD 88     -         1.630  (meters)       5.35   (feet)  ADJUSTED  
 CK1791  ___________________________________________________________________
 CK1791  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 CK1791  DYNAMIC HT  -           1.628 (meters)       5.34  (feet)  COMP
 CK1791  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK1791
 CK1791  VERT ORDER  -  FIRST     CLASS II
 CK1791
 CK1791.The horizontal coordinates were scaled from a topographic map and have
 CK1791.an estimated accuracy of +/- 6 seconds.
 CK1791
 CK1791.The orthometric height was determined by differential leveling
 CK1791.and adjusted by the National Geodetic Survey in June 1991..
 CK1791
 CK1791.This Tidal Bench Mark is designated as VM 6685
 CK1791.by the Center for Operational Oceanographic Products and Services.
 CK1791
 CK1791.The geoid height was determined by GEOID03.
 CK1791
 CK1791.The dynamic height is computed by dividing the NAVD 88
 CK1791.geopotential number by the normal gravity value computed on the
 CK1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1791.degrees latitude (g = 980.6199 gals.).
 CK1791
 CK1791.The modeled gravity was interpolated from observed gravity values.
 CK1791
 CK1791;                    North         East    Units  Estimated Accuracy
 CK1791;SPC SC       -    85,570.      676,610.      MT  (+/- 180 meters Scaled)
 CK1791
 CK1791                          SUPERSEDED SURVEY CONTROL
 CK1791
 CK1791  NGVD 29 (03/21/89)    1.921  (m)            6.30   (f) ADJUSTED    1 2
 CK1791
 CK1791.Superseded values are not recommended for survey control.
 CK1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1791.See file dsdata.txt to determine how the superseded data were derived.
 CK1791
 CK1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS669074(NAD 83)
 CK1791_MARKER: DJ = TIDAL STATION DISK
 CK1791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK1791_SP_SET: BRICK FOUNDATION
 CK1791_STAMPING: 7075 B 1977
 CK1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1791
 CK1791  HISTORY     - Date     Condition        Report By
 CK1791  HISTORY     - 1977     MONUMENTED       NOS
 CK1791  HISTORY     - 1979     GOOD             NGS
 CK1791
 CK1791                          STATION DESCRIPTION
 CK1791
 CK1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1791'3.9 MI NORTH FROM EDISTO ISLAND.
 CK1791'1.8 MILES NORTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1791'EDISTO ISLAND, THENCE 1.7 MILES NORTH-NORTHEAST ALONG STATE ROAD
 CK1791'S-10-968, THENCE 0.4 MILE EAST ALONG A SAND ROAD TO THE DODGE
 CK1791'PLANTATION, 38.4 FT. SOUTH OF A STEEL SEAWALL, 30.8 FT. SOUTH OF
 CK1791'BENCH MARK 866-7075 A, 0.7 FT. SOUTHEAST OF THE NORTHWEST EDGE OF A
 CK1791'BRICK FOUNDATION OF AN OCTAGONAL SUMMERHOUSE.
 CK1791'THE MARK IS 1 FT ABOVE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1788 ***********************************************************************
 CK1788  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1788  DESIGNATION -  866 7075 C TIDAL
 CK1788  PID         -  CK1788
 CK1788  STATE/COUNTY-  SC/CHARLESTON
 CK1788  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1788
 CK1788                         *CURRENT SURVEY CONTROL
 CK1788  ___________________________________________________________________
 CK1788* NAD 83(1986)-  32 36 08.     (N)    080 17 10.     (W)     SCALED    
 CK1788* NAVD 88     -         2.016  (meters)       6.61   (feet)  ADJUSTED  
 CK1788  ___________________________________________________________________
 CK1788  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 CK1788  DYNAMIC HT  -           2.014 (meters)       6.61  (feet)  COMP
 CK1788  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK1788
 CK1788  VERT ORDER  -  FIRST     CLASS II
 CK1788
 CK1788.The horizontal coordinates were scaled from a topographic map and have
 CK1788.an estimated accuracy of +/- 6 seconds.
 CK1788
 CK1788.The orthometric height was determined by differential leveling
 CK1788.and adjusted by the National Geodetic Survey in June 1991..
 CK1788
 CK1788.This Tidal Bench Mark is designated as VM 6686
 CK1788.by the Center for Operational Oceanographic Products and Services.
 CK1788
 CK1788.The geoid height was determined by GEOID03.
 CK1788
 CK1788.The dynamic height is computed by dividing the NAVD 88
 CK1788.geopotential number by the normal gravity value computed on the
 CK1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1788.degrees latitude (g = 980.6199 gals.).
 CK1788
 CK1788.The modeled gravity was interpolated from observed gravity values.
 CK1788
 CK1788;                    North         East    Units  Estimated Accuracy
 CK1788;SPC SC       -    85,500.      676,610.      MT  (+/- 180 meters Scaled)
 CK1788
 CK1788                          SUPERSEDED SURVEY CONTROL
 CK1788
 CK1788  NGVD 29 (03/21/89)    2.307  (m)            7.57   (f) ADJUSTED    1 2
 CK1788
 CK1788.Superseded values are not recommended for survey control.
 CK1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1788.See file dsdata.txt to determine how the superseded data were derived.
 CK1788
 CK1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS669074(NAD 83)
 CK1788_MARKER: DJ = TIDAL STATION DISK
 CK1788_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1788_SP_SET: COPPER-CLAD STEEL ROD
 CK1788_STAMPING: 7075 C 1977
 CK1788_PROJECTION: FLUSH
 CK1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1788_ROD/PIPE-DEPTH: 12.2 meters
 CK1788
 CK1788  HISTORY     - Date     Condition        Report By
 CK1788  HISTORY     - 1977     MONUMENTED       NOS
 CK1788  HISTORY     - 1979     GOOD             NGS
 CK1788
 CK1788                          STATION DESCRIPTION
 CK1788
 CK1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1788'3.9 MI NORTH FROM EDISTO ISLAND.
 CK1788'1.8 MILES NORTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1788'EDISTO ISLAND, THENCE 1.7 MILES NORTH-NORTHEAST ALONG STATE ROAD
 CK1788'S-10-968, THENCE 0.4 MILE EAST ALONG A SAND ROAD TO THE DODGE
 CK1788'PLANTATION, 4.4 FT. NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE AT
 CK1788'THE NORTHWEST CORNER OF A LARGE TWO-STORY WOOD FRAME HOUSE, 4.4 FT.
 CK1788'EAST OF THE EAST EDGE OF A HEDGE ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1789 ***********************************************************************
 CK1789  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1789  DESIGNATION -  866 7075 D TIDAL
 CK1789  PID         -  CK1789
 CK1789  STATE/COUNTY-  SC/CHARLESTON
 CK1789  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1789
 CK1789                         *CURRENT SURVEY CONTROL
 CK1789  ___________________________________________________________________
 CK1789* NAD 83(1986)-  32 36 08.     (N)    080 17 09.     (W)     SCALED    
 CK1789* NAVD 88     -         2.700  (meters)       8.86   (feet)  ADJUSTED  
 CK1789  ___________________________________________________________________
 CK1789  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 CK1789  DYNAMIC HT  -           2.697 (meters)       8.85  (feet)  COMP
 CK1789  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK1789
 CK1789  VERT ORDER  -  FIRST     CLASS II
 CK1789
 CK1789.The horizontal coordinates were scaled from a topographic map and have
 CK1789.an estimated accuracy of +/- 6 seconds.
 CK1789
 CK1789.The orthometric height was determined by differential leveling
 CK1789.and adjusted by the National Geodetic Survey in June 1991..
 CK1789
 CK1789.This Tidal Bench Mark is designated as VM 6687
 CK1789.by the Center for Operational Oceanographic Products and Services.
 CK1789
 CK1789.The geoid height was determined by GEOID03.
 CK1789
 CK1789.The dynamic height is computed by dividing the NAVD 88
 CK1789.geopotential number by the normal gravity value computed on the
 CK1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1789.degrees latitude (g = 980.6199 gals.).
 CK1789
 CK1789.The modeled gravity was interpolated from observed gravity values.
 CK1789
 CK1789;                    North         East    Units  Estimated Accuracy
 CK1789;SPC SC       -    85,500.      676,640.      MT  (+/- 180 meters Scaled)
 CK1789
 CK1789                          SUPERSEDED SURVEY CONTROL
 CK1789
 CK1789  NGVD 29 (03/21/89)    2.992  (m)            9.82   (f) ADJUSTED    1 2
 CK1789
 CK1789.Superseded values are not recommended for survey control.
 CK1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1789.See file dsdata.txt to determine how the superseded data were derived.
 CK1789
 CK1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS670074(NAD 83)
 CK1789_MARKER: DJ = TIDAL STATION DISK
 CK1789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK1789_SP_SET: CONCRETE PORCH
 CK1789_STAMPING: 7075 D 1977
 CK1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1789
 CK1789  HISTORY     - Date     Condition        Report By
 CK1789  HISTORY     - 1977     MONUMENTED       NOS
 CK1789  HISTORY     - 1979     GOOD             NGS
 CK1789
 CK1789                          STATION DESCRIPTION
 CK1789
 CK1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1789'3.9 MI NORTH FROM EDISTO ISLAND.
 CK1789'1.8 MILES NORTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1789'EDISTO ISLAND, THENCE 1.7 MILES NORTH-NORTHEAST ALONG STATE ROAD
 CK1789'S-10-968, THENCE 0.4 MILE EASTALONG A SAND ROAD TO THE DODGE
 CK1789'PLANTATION, 137.6 FT. WEST OF BENCH MARK 866-7075 TIDAL E, 86.6 FT.
 CK1789'EAST OF BENCH MARK 866-7075 TIDAL C, 5.7 FT. WEST OF THE NORTHEAST
 CK1789'CORNER OF A COLUMN AT NORTHEAST CORNER OF A TWO-STORY WOOD FRAME
 CK1789'HOUSE, 0.5 FT. SOUTH OF THE NORTH EDGE OF A SMALL CONCRETE PORCH.
 CK1789'DISK IS SET FLUSH IN PORCH.
 CK1789'THE MARK IS 1 FT ABOVE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1790 ***********************************************************************
 CK1790  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1790  DESIGNATION -  866 7075 E TIDAL
 CK1790  PID         -  CK1790
 CK1790  STATE/COUNTY-  SC/CHARLESTON
 CK1790  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1790
 CK1790                         *CURRENT SURVEY CONTROL
 CK1790  ___________________________________________________________________
 CK1790* NAD 83(1986)-  32 36 09.     (N)    080 17 08.     (W)     SCALED    
 CK1790* NAVD 88     -         2.683  (meters)       8.80   (feet)  ADJUSTED  
 CK1790  ___________________________________________________________________
 CK1790  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 CK1790  DYNAMIC HT  -           2.680 (meters)       8.79  (feet)  COMP
 CK1790  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK1790
 CK1790  VERT ORDER  -  FIRST     CLASS II
 CK1790
 CK1790.The horizontal coordinates were scaled from a topographic map and have
 CK1790.an estimated accuracy of +/- 6 seconds.
 CK1790
 CK1790.The orthometric height was determined by differential leveling
 CK1790.and adjusted by the National Geodetic Survey in June 1991..
 CK1790
 CK1790.This Tidal Bench Mark is designated as VM 6688
 CK1790.by the Center for Operational Oceanographic Products and Services.
 CK1790
 CK1790.The geoid height was determined by GEOID03.
 CK1790
 CK1790.The dynamic height is computed by dividing the NAVD 88
 CK1790.geopotential number by the normal gravity value computed on the
 CK1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1790.degrees latitude (g = 980.6199 gals.).
 CK1790
 CK1790.The modeled gravity was interpolated from observed gravity values.
 CK1790
 CK1790;                    North         East    Units  Estimated Accuracy
 CK1790;SPC SC       -    85,540.      676,660.      MT  (+/- 180 meters Scaled)
 CK1790
 CK1790                          SUPERSEDED SURVEY CONTROL
 CK1790
 CK1790  NGVD 29 (03/21/89)    2.974  (m)            9.76   (f) ADJUSTED    1 2
 CK1790
 CK1790.Superseded values are not recommended for survey control.
 CK1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1790.See file dsdata.txt to determine how the superseded data were derived.
 CK1790
 CK1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS670074(NAD 83)
 CK1790_MARKER: DJ = TIDAL STATION DISK
 CK1790_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1790_SP_SET: COPPER-CLAD STEEL ROD
 CK1790_STAMPING: 7075 E 1977
 CK1790_PROJECTION: FLUSH
 CK1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1790_ROD/PIPE-DEPTH: 12.2 meters
 CK1790
 CK1790  HISTORY     - Date     Condition        Report By
 CK1790  HISTORY     - 1977     MONUMENTED       NOS
 CK1790  HISTORY     - 1979     GOOD             NGS
 CK1790
 CK1790                          STATION DESCRIPTION
 CK1790
 CK1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1790'3.9 MI NORTH FROM EDISTO ISLAND.
 CK1790'1.8 MILES NORTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1790'EDISTO ISLAND, THENCE 1.7 MILES NORTH-NORTHEAST ALONG STATE ROAD
 CK1790'S-10-968, THENCE 0.4 MILE EAST ALONG A SAND ROAD TO THE DODGE
 CK1790'PLANTATION, 281.2 FT. SOUTH-SOUTHWEST OF BENCH MARK 866-7075 B TIDAL,
 CK1790'137.6 FT. EAST OF BENCH MARK 866-7075 D TIDAL, 23.9 FT. EAST OFEE
 CK1790'24-INCH TREE STUMP, 6.0 FT. NORTHWEST OF THE CENTER OF THE ENTRANCE
 CK1790'GATE TO A TENNIS COURT, 3.6 FT. WEST OF THE WEST EDGE OF THE COURT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1890 ***********************************************************************
 CK1890  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1890  DESIGNATION -  866 7076 A TIDAL
 CK1890  PID         -  CK1890
 CK1890  STATE/COUNTY-  SC/JASPER
 CK1890  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1890
 CK1890                         *CURRENT SURVEY CONTROL
 CK1890  ___________________________________________________________________
 CK1890* NAD 83(1986)-  32 35 59.     (N)    080 54 07.     (W)     SCALED    
 CK1890* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 CK1890  ___________________________________________________________________
 CK1890  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1890  DYNAMIC HT  -           4.298 (meters)      14.10  (feet)  COMP
 CK1890  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CK1890
 CK1890  VERT ORDER  -  FIRST     CLASS II
 CK1890
 CK1890.The horizontal coordinates were scaled from a topographic map and have
 CK1890.an estimated accuracy of +/- 6 seconds.
 CK1890
 CK1890.The orthometric height was determined by differential leveling
 CK1890.and adjusted by the National Geodetic Survey in June 1991..
 CK1890
 CK1890.This Tidal Bench Mark is designated as VM 6689
 CK1890.by the Center for Operational Oceanographic Products and Services.
 CK1890
 CK1890.The geoid height was determined by GEOID03.
 CK1890
 CK1890.The dynamic height is computed by dividing the NAVD 88
 CK1890.geopotential number by the normal gravity value computed on the
 CK1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1890.degrees latitude (g = 980.6199 gals.).
 CK1890
 CK1890.The modeled gravity was interpolated from observed gravity values.
 CK1890
 CK1890;                    North         East    Units  Estimated Accuracy
 CK1890;SPC SC       -    85,000.      618,800.      MT  (+/- 180 meters Scaled)
 CK1890
 CK1890                          SUPERSEDED SURVEY CONTROL
 CK1890
 CK1890  NGVD 29 (03/21/89)    4.583  (m)           15.04   (f) ADJUSTED    1 2
 CK1890
 CK1890.Superseded values are not recommended for survey control.
 CK1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1890.See file dsdata.txt to determine how the superseded data were derived.
 CK1890
 CK1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS092069(NAD 83)
 CK1890_MARKER: DJ = TIDAL STATION DISK
 CK1890_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK1890_SP_SET: BRIDGE ABUTMENT
 CK1890_STAMPING: 7076 A 1980
 CK1890_MARK LOGO: NOS   
 CK1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1890
 CK1890  HISTORY     - Date     Condition        Report By
 CK1890  HISTORY     - 1980     MONUMENTED       NOS
 CK1890  HISTORY     - 1981     GOOD             SCGS
 CK1890
 CK1890                          STATION DESCRIPTION
 CK1890
 CK1890'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1890'2.9 KM (1.8 MI) ENE FROM COOSAWHATCHIE.
 CK1890'1.6 KILOMETERS (1.0 MILE) NORTH ALONG OLD U.S. HIGHWAY 17 AS IT
 CK1890'PARALLELS INTERSTATE 95 FROM THE JUNCTION OF STATE HIGHWAY 462 WEST
 CK1890'IN COOSAWHATCHIE, THENCE 0.5 KILOMETER (0.3 MILE) LEFT THAT CIRCLES
 CK1890'AND OVERPASSES INTERSTATE HIGHWAY 95, THENCE 1.8 KILOMETERS (1.1
 CK1890'MILES) NORTHERLY ALONG FRONTAGE ROAD TO THE BRIDGE OVER THE TULLIFINNY
 CK1890'RIVER, SET IN THE NORTHEAST ABUTMENT OF THE BRIDGE, 37.8 METERS
 CK1890'(124.6 FEET) SOUTH SOUTHEAST OF 7076 E 1980, 0.4 METER (1.3 FEET)
 CK1890'SOUTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE.
 CK1890'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1891 ***********************************************************************
 CK1891  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1891  DESIGNATION -  866 7076 B TIDAL
 CK1891  PID         -  CK1891
 CK1891  STATE/COUNTY-  SC/JASPER
 CK1891  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1891
 CK1891                         *CURRENT SURVEY CONTROL
 CK1891  ___________________________________________________________________
 CK1891* NAD 83(1986)-  32 35 59.     (N)    080 54 08.     (W)     SCALED    
 CK1891* NAVD 88     -         3.646  (meters)      11.96   (feet)  ADJUSTED  
 CK1891  ___________________________________________________________________
 CK1891  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1891  DYNAMIC HT  -           3.642 (meters)      11.95  (feet)  COMP
 CK1891  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CK1891
 CK1891  VERT ORDER  -  FIRST     CLASS II
 CK1891
 CK1891.The horizontal coordinates were scaled from a topographic map and have
 CK1891.an estimated accuracy of +/- 6 seconds.
 CK1891
 CK1891.The orthometric height was determined by differential leveling
 CK1891.and adjusted by the National Geodetic Survey in June 1991..
 CK1891
 CK1891.This Tidal Bench Mark is designated as VM 6690
 CK1891.by the Center for Operational Oceanographic Products and Services.
 CK1891
 CK1891.The geoid height was determined by GEOID03.
 CK1891
 CK1891.The dynamic height is computed by dividing the NAVD 88
 CK1891.geopotential number by the normal gravity value computed on the
 CK1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1891.degrees latitude (g = 980.6199 gals.).
 CK1891
 CK1891.The modeled gravity was interpolated from observed gravity values.
 CK1891
 CK1891;                    North         East    Units  Estimated Accuracy
 CK1891;SPC SC       -    85,000.      618,780.      MT  (+/- 180 meters Scaled)
 CK1891
 CK1891                          SUPERSEDED SURVEY CONTROL
 CK1891
 CK1891  NGVD 29 (03/21/89)    3.927  (m)           12.88   (f) ADJUSTED    1 2
 CK1891
 CK1891.Superseded values are not recommended for survey control.
 CK1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1891.See file dsdata.txt to determine how the superseded data were derived.
 CK1891
 CK1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS091069(NAD 83)
 CK1891_MARKER: DJ = TIDAL STATION DISK
 CK1891_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK1891_SP_SET: BRIDGE ABUTMENT
 CK1891_STAMPING: 7076 B 1980
 CK1891_MARK LOGO: NOS   
 CK1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1891
 CK1891  HISTORY     - Date     Condition        Report By
 CK1891  HISTORY     - 1980     MONUMENTED       NOS
 CK1891  HISTORY     - 1981     GOOD             SCGS
 CK1891
 CK1891                          STATION DESCRIPTION
 CK1891
 CK1891'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1891'2.9 KM (1.8 MI) ENE FROM COOSAWHATCHIE.
 CK1891'1.6 KILOMETERS (1.0 MILE) NORTH ALONG OLD U.S. HIGHWAY 17 AS IT
 CK1891'PARALLELS INTERSTATE 95, FROM THE JUNCTION OF STATE HIGHWAY 462
 CK1891'WEST IN COOSAWHATCHIE, THENCE 0.5 KILOMETERS (0.3 MILE) LEFT THAT
 CK1891'CIRCLES AND OVERPASSES INTERSTATE HIGHWAY 95, THENCE 1.8 KILOMETERS
 CK1891'(1.1 MILES) NORTHERLY ALONG FRONTAGE ROAD, TO THE BRIDGE OVER THE
 CK1891'TULLIFINNY RIVER, SET IN THE SOUTHWEST BRIDGE ABUTMENT, 56.0 METERS
 CK1891'(183.9 FEET) WEST SOUTHWEST OF 7076 A, 6.5 METERS (21.3 FEET)
 CK1891'NORTHWEST OF THE CENTER OF THE BRIDGE, 0.4 METER (1.4 FEET) NORTHWEST
 CK1891'OF THE SOUTHWEST END OF THE BRIDGE RAILING.
 CK1891'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1892 ***********************************************************************
 CK1892  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1892  DESIGNATION -  866 7076 E TIDAL
 CK1892  PID         -  CK1892
 CK1892  STATE/COUNTY-  SC/JASPER
 CK1892  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1892
 CK1892                         *CURRENT SURVEY CONTROL
 CK1892  ___________________________________________________________________
 CK1892* NAD 83(1986)-  32 36 00.     (N)    080 54 07.     (W)     SCALED    
 CK1892* NAVD 88     -         3.501  (meters)      11.49   (feet)  ADJUSTED  
 CK1892  ___________________________________________________________________
 CK1892  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1892  DYNAMIC HT  -           3.497 (meters)      11.47  (feet)  COMP
 CK1892  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 CK1892
 CK1892  VERT ORDER  -  FIRST     CLASS II
 CK1892
 CK1892.The horizontal coordinates were scaled from a topographic map and have
 CK1892.an estimated accuracy of +/- 6 seconds.
 CK1892
 CK1892.The orthometric height was determined by differential leveling
 CK1892.and adjusted by the National Geodetic Survey in June 1991..
 CK1892
 CK1892.This Tidal Bench Mark is designated as VM 6691
 CK1892.by the Center for Operational Oceanographic Products and Services.
 CK1892
 CK1892.The geoid height was determined by GEOID03.
 CK1892
 CK1892.The dynamic height is computed by dividing the NAVD 88
 CK1892.geopotential number by the normal gravity value computed on the
 CK1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1892.degrees latitude (g = 980.6199 gals.).
 CK1892
 CK1892.The modeled gravity was interpolated from observed gravity values.
 CK1892
 CK1892;                    North         East    Units  Estimated Accuracy
 CK1892;SPC SC       -    85,030.      618,800.      MT  (+/- 180 meters Scaled)
 CK1892
 CK1892                          SUPERSEDED SURVEY CONTROL
 CK1892
 CK1892  NGVD 29 (03/21/89)    3.782  (m)           12.41   (f) ADJUSTED    1 2
 CK1892
 CK1892.Superseded values are not recommended for survey control.
 CK1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1892.See file dsdata.txt to determine how the superseded data were derived.
 CK1892
 CK1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS092069(NAD 83)
 CK1892_MARKER: DJ = TIDAL STATION DISK
 CK1892_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1892_SP_SET: COPPER-CLAD STEEL ROD
 CK1892_STAMPING: 7076 E 1980
 CK1892_MARK LOGO: NOS   
 CK1892_PROJECTION: FLUSH
 CK1892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1892_ROD/PIPE-DEPTH: 7.3  meters
 CK1892
 CK1892  HISTORY     - Date     Condition        Report By
 CK1892  HISTORY     - 1980     MONUMENTED       NOS
 CK1892  HISTORY     - 1981     GOOD             SCGS
 CK1892
 CK1892                          STATION DESCRIPTION
 CK1892
 CK1892'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1892'2.9 KM (1.8 MI) ENE FROM COOSAWHATCHIE.
 CK1892'1.6 KILOMETERS (1.0 MILE) NORTH ALONG OLD U.S. HIGHWAY 17 AS IT
 CK1892'PARALLELS INTERSTATE HIGHWAY 95, FROM THE JUNCTION OF STATE HIGHWAY
 CK1892'462 WEST IN COOSAWHATCHIE, THENCE 0.5 KILOMETER (0.3 MILE) LEFT
 CK1892'THAT CIRCLES AND OVERPASSES INTERSTATE 95, THENCE 1.8 KILOMETERS
 CK1892'(1.1 MILES) NORTHERLY ALONG FRONTAGE ROAD TO A BRIDGE OVER THE
 CK1892'TULLIFINNY RIVER, SET ON THE NORTHWEST SIDE OF THE ROAD AT THE
 CK1892'NORTHEAST END OF THE BRIDGE, 8.5 METERS (27.8 FEET) NORTHWEST OF
 CK1892'THE CENTER OF THE HIGHWAY, 4.2 METER (14.0 FEET) SOUTHWEST OF THE
 CK1892'NORTHWEST END OF THE GUARD RAIL, 3.2 METERS (10.6 FEET) SOUTHEAST
 CK1892'OF A WIRE FENCE.
 CK1892'THE MARK IS 1.5 METERS  NW FROM A WITNESS POST.
 CK1892'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1893 ***********************************************************************
 CK1893  DESIGNATION -  866 7076 F TIDAL
 CK1893  PID         -  CK1893
 CK1893  STATE/COUNTY-  SC/JASPER
 CK1893  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1893
 CK1893                         *CURRENT SURVEY CONTROL
 CK1893  ___________________________________________________________________
 CK1893* NAD 83(1986)-  32 35 58.     (N)    080 54 10.     (W)     SCALED    
 CK1893* NAVD 88     -         2.864  (meters)       9.40   (feet)  ADJUSTED  
 CK1893  ___________________________________________________________________
 CK1893  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1893  DYNAMIC HT  -           2.861 (meters)       9.39  (feet)  COMP
 CK1893  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CK1893
 CK1893  VERT ORDER  -  FIRST     CLASS II
 CK1893
 CK1893.The horizontal coordinates were scaled from a topographic map and have
 CK1893.an estimated accuracy of +/- 6 seconds.
 CK1893
 CK1893.The orthometric height was determined by differential leveling
 CK1893.and adjusted by the National Geodetic Survey in June 1991..
 CK1893
 CK1893.The geoid height was determined by GEOID03.
 CK1893
 CK1893.The dynamic height is computed by dividing the NAVD 88
 CK1893.geopotential number by the normal gravity value computed on the
 CK1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1893.degrees latitude (g = 980.6199 gals.).
 CK1893
 CK1893.The modeled gravity was interpolated from observed gravity values.
 CK1893
 CK1893;                    North         East    Units  Estimated Accuracy
 CK1893;SPC SC       -    84,970.      618,730.      MT  (+/- 180 meters Scaled)
 CK1893
 CK1893                          SUPERSEDED SURVEY CONTROL
 CK1893
 CK1893  NGVD 29 (03/21/89)    3.145  (m)           10.32   (f) ADJUSTED    1 2
 CK1893
 CK1893.Superseded values are not recommended for survey control.
 CK1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1893.See file dsdata.txt to determine how the superseded data were derived.
 CK1893
 CK1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS091068(NAD 83)
 CK1893_MARKER: DJ = TIDAL STATION DISK
 CK1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1893_SP_SET: CONCRETE POST
 CK1893_STAMPING: 7076 F 1981
 CK1893_MARK LOGO: NOS   
 CK1893_PROJECTION: FLUSH
 CK1893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1893
 CK1893  HISTORY     - Date     Condition        Report By
 CK1893  HISTORY     - 1981     MONUMENTED       NOS
 CK1893  HISTORY     - 1981     POOR             SCGS
 CK1893
 CK1893                          STATION DESCRIPTION
 CK1893
 CK1893'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1893'2.9 KM (1.8 MI) ENE FROM COOSAWHATCHIE.
 CK1893'1.6 KILOMETER (1.0 MILE) NORTH ALONG OLD U.S. HIGHWAY 17 AS IT
 CK1893'PARELLELS INTERSTATE HIGHWAY 95, FROM THE JUNCTION OF STATE HIGHWAY
 CK1893'462 WEST IN COOSAWHATCHIE, THENCE 0.6 KILOMETER (0.4 MILE) LEFT
 CK1893'THAT CIRCLES AND OVERPASSES INTERSTATE 95, THENCE 1.8 KILOMETER
 CK1893'(1.1 MILES) NORTHERLY ALONG FRONTAGE ROAD TO A BRIDGE OVER THE
 CK1893'TULLIFINNY RIVER, SET SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE
 CK1893'ON THE SOUTHEAST SIDE OF THE ROAD, 63.1 METERS (207.5 FEET) SOUTHWEST
 CK1893'OF THE SOUTHWEST END OF THE BRIDGE, 6.2 METERS (20.5 FEET) NORTHWEST
 CK1893'OF THE CENTER OF THE ROAD, 1.0 METER (3.3 FEET) SOUTHEAST OF A 5 FOOT
 CK1893'HIGH WIRE FENCE.
 CK1893'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CK1893'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1894 ***********************************************************************
 CK1894  DESIGNATION -  866 7076 G TIDAL
 CK1894  PID         -  CK1894
 CK1894  STATE/COUNTY-  SC/JASPER
 CK1894  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1894
 CK1894                         *CURRENT SURVEY CONTROL
 CK1894  ___________________________________________________________________
 CK1894* NAD 83(1986)-  32 35 55.     (N)    080 54 10.     (W)     SCALED    
 CK1894* NAVD 88     -         2.792  (meters)       9.16   (feet)  ADJUSTED  
 CK1894  ___________________________________________________________________
 CK1894  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1894  DYNAMIC HT  -           2.789 (meters)       9.15  (feet)  COMP
 CK1894  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CK1894
 CK1894  VERT ORDER  -  FIRST     CLASS II
 CK1894
 CK1894.The horizontal coordinates were scaled from a topographic map and have
 CK1894.an estimated accuracy of +/- 6 seconds.
 CK1894
 CK1894.The orthometric height was determined by differential leveling
 CK1894.and adjusted by the National Geodetic Survey in June 1991..
 CK1894
 CK1894.The geoid height was determined by GEOID03.
 CK1894
 CK1894.The dynamic height is computed by dividing the NAVD 88
 CK1894.geopotential number by the normal gravity value computed on the
 CK1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1894.degrees latitude (g = 980.6199 gals.).
 CK1894
 CK1894.The modeled gravity was interpolated from observed gravity values.
 CK1894
 CK1894;                    North         East    Units  Estimated Accuracy
 CK1894;SPC SC       -    84,880.      618,730.      MT  (+/- 180 meters Scaled)
 CK1894
 CK1894                          SUPERSEDED SURVEY CONTROL
 CK1894
 CK1894  NGVD 29 (03/21/89)    3.072  (m)           10.08   (f) ADJUSTED    1 2
 CK1894
 CK1894.Superseded values are not recommended for survey control.
 CK1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1894.See file dsdata.txt to determine how the superseded data were derived.
 CK1894
 CK1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS091067(NAD 83)
 CK1894_MARKER: DJ = TIDAL STATION DISK
 CK1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1894_SP_SET: CONCRETE POST
 CK1894_STAMPING: 7076 G 1981
 CK1894_MARK LOGO: NOS   
 CK1894_PROJECTION: FLUSH
 CK1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1894
 CK1894  HISTORY     - Date     Condition        Report By
 CK1894  HISTORY     - 1981     MONUMENTED       NOS
 CK1894  HISTORY     - 1981     GOOD             SCGS
 CK1894  HISTORY     - 19961107 MARK NOT FOUND   SCGS
 CK1894
 CK1894                          STATION DESCRIPTION
 CK1894
 CK1894'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1894'2.9 KM (1.8 MI) ENE FROM COOSAWHATCHIE.
 CK1894'1.6 KILOMETERS (1.0 MILE) NORTH ALONG OLD U.S. HIGHWAY 17 AS IT
 CK1894'PARALLELS INTERSTATE HIGHWAY 95, FROM THE JUNCTION OF STATE HIGHWAY
 CK1894'462 EAST IN COOSAWHATCHIE, THENCE 0.5 KILOMETERS (0.3 MILE) LEFT,
 CK1894'THAT CIRCLES AND OVERPASSES INTERSTATE 95, THENCE 1.8 KILOMETER
 CK1894'(1.1 MILES) NORTHERLY ALONG FRONTAGE ROAD TO A BRIDGE OVER THE
 CK1894'TULLIFINNY RIVER, SET 0.2 KILOMETER (0.1 MILE) SOUTHWEST OF THE
 CK1894'SOUTHWEST END OF THE BRIDGE, 111.9 METER (367.0 FEET) SOUTHWEST
 CK1894'OF BM 7076 F, 7.0 METERS (23.0 FEET) SOUTHEAST FROM THE CENTER OF
 CK1894'THE ROAD, 14.2 METERS (46.7 FEET) SOUTHEAST OF THE CENTER ONE
 CK1894'OF THREE FENCE POSTS WITH WOODEN SUPPORTS TO A 5 FOOT HIGH WIRE
 CK1894'FENCE BETWEEN FRONTAGE ROAD AND INTERSTATE 95.
 CK1894'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CK1894'THE MARK IS 0.3 M BELOW ROAD.
 CK1894
 CK1894                          STATION RECOVERY (1996)
 CK1894
 CK1894'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK1894'NOT RECOVERED, SEARCHED 30 MINUTES WITH NO RESULTS. RECOVERY BY L.A.
 CK1894'OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2616 ***********************************************************************
 CK2616  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2616  DESIGNATION -  866 7089 F TIDAL
 CK2616  PID         -  CK2616
 CK2616  STATE/COUNTY-  SC/CHARLESTON
 CK2616  USGS QUAD   -  ROCKVILLE (1971)
 CK2616
 CK2616                         *CURRENT SURVEY CONTROL
 CK2616  ___________________________________________________________________
 CK2616* NAD 83(1986)-  32 35 52.     (N)    080 11 47.     (W)     SCALED    
 CK2616* NAVD 88     -         2.290  (meters)       7.51   (feet)  ADJUSTED  
 CK2616  ___________________________________________________________________
 CK2616  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CK2616  DYNAMIC HT  -           2.287 (meters)       7.50  (feet)  COMP
 CK2616  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2616
 CK2616  VERT ORDER  -  FIRST     CLASS II
 CK2616
 CK2616.The horizontal coordinates were scaled from a topographic map and have
 CK2616.an estimated accuracy of +/- 6 seconds.
 CK2616
 CK2616.The orthometric height was determined by differential leveling
 CK2616.and adjusted by the National Geodetic Survey in June 1991..
 CK2616
 CK2616.This Tidal Bench Mark is designated as VM 6697
 CK2616.by the Center for Operational Oceanographic Products and Services.
 CK2616
 CK2616.The geoid height was determined by GEOID03.
 CK2616
 CK2616.The dynamic height is computed by dividing the NAVD 88
 CK2616.geopotential number by the normal gravity value computed on the
 CK2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2616.degrees latitude (g = 980.6199 gals.).
 CK2616
 CK2616.The modeled gravity was interpolated from observed gravity values.
 CK2616
 CK2616;                    North         East    Units  Estimated Accuracy
 CK2616;SPC SC       -    85,070.      685,040.      MT  (+/- 180 meters Scaled)
 CK2616
 CK2616                          SUPERSEDED SURVEY CONTROL
 CK2616
 CK2616  NGVD 29 (03/21/89)    2.588  (m)            8.49   (f) ADJUSTED    1 2
 CK2616
 CK2616.Superseded values are not recommended for survey control.
 CK2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2616.See file dsdata.txt to determine how the superseded data were derived.
 CK2616
 CK2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS754069(NAD 83)
 CK2616_MARKER: DJ = TIDAL STATION DISK
 CK2616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2616_SP_SET: STAINLESS STEEL ROD
 CK2616_STAMPING: 7089 F 1976
 CK2616_MARK LOGO: NOS   
 CK2616_PROJECTION: FLUSH
 CK2616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2616_ROD/PIPE-DEPTH: 9.80 meters
 CK2616
 CK2616  HISTORY     - Date     Condition        Report By
 CK2616  HISTORY     - 1976     MONUMENTED       NOS
 CK2616  HISTORY     - 1983     GOOD             SCGS
 CK2616  HISTORY     - 19950615 GOOD             USPSQD
 CK2616
 CK2616                          STATION DESCRIPTION
 CK2616
 CK2616'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2616'IN ROCKVILLE.
 CK2616'23.4 KILOMETERS (14.55 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2616'THE JOHNS ISLAND POST OFFICE, THENCE 0.2 KILOMETER (0.15 MILE)
 CK2616'WESTERLY ALONG A SAND ROAD, THENCE 0.1 KILOMETER (0.05 MILE) SOUTH
 CK2616'ALONG A SAND DRIVE TO THE SIMPSONS RESIDENCE, SET NEAR THE SOUTHEAST
 CK2616'CORNER OF THE SIMPSONS RESIDENCE, 31.0 METERS (101.5 FEET)
 CK2616'NORTH-NORTHEAST OF 866 7089 G TIDAL, 17.1 METERS (56.0 FEET)
 CK2616'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO-STORY HOUSE ON THE
 CK2616'EAST SIDE OF THE SIMPSONS RESIDENCE, 18.3 METERS (60.0 FEET)
 CK2616'NORTH-NORTHWEST OF THE END OF THE ENTRANCE TO THE SIMPSONS BOAT DOCK,
 CK2616'6.6 METERS (21.7 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CK2616'SIMPSONS RESIDENCE.
 CK2616'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2616
 CK2616                          STATION RECOVERY (1995)
 CK2616
 CK2616'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2615 ***********************************************************************
 CK2615  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2615  DESIGNATION -  866 7089 G TIDAL
 CK2615  PID         -  CK2615
 CK2615  STATE/COUNTY-  SC/CHARLESTON
 CK2615  USGS QUAD   -  ROCKVILLE (1971)
 CK2615
 CK2615                         *CURRENT SURVEY CONTROL
 CK2615  ___________________________________________________________________
 CK2615* NAD 83(1986)-  32 35 52.     (N)    080 11 47.     (W)     SCALED    
 CK2615* NAVD 88     -         2.129  (meters)       6.98   (feet)  ADJUSTED  
 CK2615  ___________________________________________________________________
 CK2615  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CK2615  DYNAMIC HT  -           2.126 (meters)       6.98  (feet)  COMP
 CK2615  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2615
 CK2615  VERT ORDER  -  FIRST     CLASS II
 CK2615
 CK2615.The horizontal coordinates were scaled from a topographic map and have
 CK2615.an estimated accuracy of +/- 6 seconds.
 CK2615
 CK2615.The orthometric height was determined by differential leveling
 CK2615.and adjusted by the National Geodetic Survey in June 1991..
 CK2615
 CK2615.This Tidal Bench Mark is designated as VM 6698
 CK2615.by the Center for Operational Oceanographic Products and Services.
 CK2615
 CK2615.The geoid height was determined by GEOID03.
 CK2615
 CK2615.The dynamic height is computed by dividing the NAVD 88
 CK2615.geopotential number by the normal gravity value computed on the
 CK2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2615.degrees latitude (g = 980.6199 gals.).
 CK2615
 CK2615.The modeled gravity was interpolated from observed gravity values.
 CK2615
 CK2615;                    North         East    Units  Estimated Accuracy
 CK2615;SPC SC       -    85,070.      685,040.      MT  (+/- 180 meters Scaled)
 CK2615
 CK2615                          SUPERSEDED SURVEY CONTROL
 CK2615
 CK2615  NGVD 29 (03/21/89)    2.426  (m)            7.96   (f) ADJUSTED    1 2
 CK2615
 CK2615.Superseded values are not recommended for survey control.
 CK2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2615.See file dsdata.txt to determine how the superseded data were derived.
 CK2615
 CK2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS754069(NAD 83)
 CK2615_MARKER: DJ = TIDAL STATION DISK
 CK2615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2615_SP_SET: STAINLESS STEEL ROD
 CK2615_STAMPING: 7089 G 1976
 CK2615_MARK LOGO: NOS   
 CK2615_PROJECTION: FLUSH
 CK2615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2615_ROD/PIPE-DEPTH: 11.0 meters
 CK2615
 CK2615  HISTORY     - Date     Condition        Report By
 CK2615  HISTORY     - 1976     MONUMENTED       NOS
 CK2615  HISTORY     - 1983     GOOD             SCGS
 CK2615  HISTORY     - 19950615 GOOD             USPSQD
 CK2615
 CK2615                          STATION DESCRIPTION
 CK2615
 CK2615'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2615'IN ROCKVILLE.
 CK2615'23.4 KILOMETERS (14.55 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2615'THE JOHNS ISLAND POST OFFICE, THENCE 0.2 KILOMETERS (0.15 MILE)
 CK2615'WESTERLY ALONG A SAND ROAD, THENCE 0.1 KILOMETER (0.05 MILE) SOUTH
 CK2615'ALONG A SAND DRIVE TO THE SIMPSONS RESIDENCE, 20.4 METERS (67.0 FEET)
 CK2615'EAST OF THE SOUTHEAST CORNER OF THE TWO-STORY WOOD HOUSE ON THE WEST
 CK2615'SIDE OF THE SIMPSONS HOUSE, 22.4 METERS (73.6 FEET) WEST-SOUTHWEST OF
 CK2615'THE APPROXIMATE CENTER OF THE ENTRANCE TO THE SIMPSONS BOAT DOCK, 21.5
 CK2615'METERS (70.9 FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 CK2615'SIMPSONS BRICK HOUSE, 1.5 METERS (5.0 FEET) NORTH-NORTHWEST OF THE SEA
 CK2615'WALL.
 CK2615'THE MARK IS 0.6 M BELOW AREA.
 CK2615
 CK2615                          STATION RECOVERY (1995)
 CK2615
 CK2615'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2614 ***********************************************************************
 CK2614  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2614  DESIGNATION -  866 7089 H TIDAL
 CK2614  PID         -  CK2614
 CK2614  STATE/COUNTY-  SC/CHARLESTON
 CK2614  USGS QUAD   -  ROCKVILLE (1971)
 CK2614
 CK2614                         *CURRENT SURVEY CONTROL
 CK2614  ___________________________________________________________________
 CK2614* NAD 83(1986)-  32 35 52.     (N)    080 11 47.     (W)     SCALED    
 CK2614* NAVD 88     -         1.825  (meters)       5.99   (feet)  ADJUSTED  
 CK2614  ___________________________________________________________________
 CK2614  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CK2614  DYNAMIC HT  -           1.823 (meters)       5.98  (feet)  COMP
 CK2614  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2614
 CK2614  VERT ORDER  -  FIRST     CLASS II
 CK2614
 CK2614.The horizontal coordinates were scaled from a topographic map and have
 CK2614.an estimated accuracy of +/- 6 seconds.
 CK2614
 CK2614.The orthometric height was determined by differential leveling
 CK2614.and adjusted by the National Geodetic Survey in June 1991..
 CK2614
 CK2614.This Tidal Bench Mark is designated as VM 6699
 CK2614.by the Center for Operational Oceanographic Products and Services.
 CK2614
 CK2614.The geoid height was determined by GEOID03.
 CK2614
 CK2614.The dynamic height is computed by dividing the NAVD 88
 CK2614.geopotential number by the normal gravity value computed on the
 CK2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2614.degrees latitude (g = 980.6199 gals.).
 CK2614
 CK2614.The modeled gravity was interpolated from observed gravity values.
 CK2614
 CK2614;                    North         East    Units  Estimated Accuracy
 CK2614;SPC SC       -    85,070.      685,040.      MT  (+/- 180 meters Scaled)
 CK2614
 CK2614                          SUPERSEDED SURVEY CONTROL
 CK2614
 CK2614  NGVD 29 (03/21/89)    2.123  (m)            6.97   (f) ADJUSTED    1 2
 CK2614
 CK2614.Superseded values are not recommended for survey control.
 CK2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2614.See file dsdata.txt to determine how the superseded data were derived.
 CK2614
 CK2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS754069(NAD 83)
 CK2614_MARKER: DJ = TIDAL STATION DISK
 CK2614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2614_SP_SET: STAINLESS STEEL ROD
 CK2614_STAMPING: 7089 H 1976
 CK2614_MARK LOGO: NOS   
 CK2614_PROJECTION: FLUSH
 CK2614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2614_ROD/PIPE-DEPTH: 11.6 meters
 CK2614
 CK2614  HISTORY     - Date     Condition        Report By
 CK2614  HISTORY     - 1976     MONUMENTED       NOS
 CK2614  HISTORY     - 1983     GOOD             SCGS
 CK2614  HISTORY     - 19950615 GOOD             USPSQD
 CK2614
 CK2614                          STATION DESCRIPTION
 CK2614
 CK2614'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2614'IN ROCKVILLE.
 CK2614'23.4 KILOMETERS (14.55 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2614'THE JOHNS ISLAND POST OFFICE, THENCE 0.2 KILOMETER (0.15 MILE)
 CK2614'WESTERLY ALONG A SAND ROAD, THENCE 0.1 KILOMETER (0.05 MILE) SOUTH
 CK2614'ALONG A SAND DRIVE TO THE SIMPSONS RESIDENCE, SET INBETWEEN THE
 CK2614'SIMPSONS BOAT DOCK AND ANOTHER WOODEN BOAT DOCK ON THE WEST SIDE OF
 CK2614'SIMPSONS, 49.4 METERS (162.4 FEET) NORTHEAST OF THE SOUTHEAST CORNER
 CK2614'OF THE TWO-STORY WOOD HOUSE ON THE EAST SIDE OF THE SEA ISLAND YACHT
 CK2614'CLUB, 16.0 METERS (52.7 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 CK2614'OF THE SECOND HOUSE EAST OF THE YACHT CLUB, 43.7 METERS (143.7 FEET)
 CK2614'WEST-SOUTHWEST OF 866 7089 G TIDAL, 1.5 METERS (5.0 FEET)
 CK2614'NORTH-NORTHWEST OF THE SEA WALL.
 CK2614'THE MARK IS 0.30 M BELOW AREA.
 CK2614
 CK2614                          STATION RECOVERY (1995)
 CK2614
 CK2614'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2610 ***********************************************************************
 CK2610  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2610  DESIGNATION -  866 7089 TIDAL 4
 CK2610  PID         -  CK2610
 CK2610  STATE/COUNTY-  SC/CHARLESTON
 CK2610  USGS QUAD   -  ROCKVILLE (1971)
 CK2610
 CK2610                         *CURRENT SURVEY CONTROL
 CK2610  ___________________________________________________________________
 CK2610* NAD 83(1986)-  32 35 52.     (N)    080 11 47.     (W)     SCALED    
 CK2610* NAVD 88     -         3.046  (meters)       9.99   (feet)  ADJUSTED  
 CK2610  ___________________________________________________________________
 CK2610  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CK2610  DYNAMIC HT  -           3.042 (meters)       9.98  (feet)  COMP
 CK2610  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2610
 CK2610  VERT ORDER  -  FIRST     CLASS II
 CK2610
 CK2610.The horizontal coordinates were scaled from a topographic map and have
 CK2610.an estimated accuracy of +/- 6 seconds.
 CK2610
 CK2610.The orthometric height was determined by differential leveling
 CK2610.and adjusted by the National Geodetic Survey in June 1991..
 CK2610
 CK2610.This Tidal Bench Mark is designated as VM 6695
 CK2610.by the Center for Operational Oceanographic Products and Services.
 CK2610
 CK2610.The geoid height was determined by GEOID03.
 CK2610
 CK2610.The dynamic height is computed by dividing the NAVD 88
 CK2610.geopotential number by the normal gravity value computed on the
 CK2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2610.degrees latitude (g = 980.6199 gals.).
 CK2610
 CK2610.The modeled gravity was interpolated from observed gravity values.
 CK2610
 CK2610;                    North         East    Units  Estimated Accuracy
 CK2610;SPC SC       -    85,070.      685,040.      MT  (+/- 180 meters Scaled)
 CK2610
 CK2610                          SUPERSEDED SURVEY CONTROL
 CK2610
 CK2610  NGVD 29 (03/21/89)    3.344  (m)           10.97   (f) ADJUSTED    1 2
 CK2610
 CK2610.Superseded values are not recommended for survey control.
 CK2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2610.See file dsdata.txt to determine how the superseded data were derived.
 CK2610
 CK2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS754069(NAD 83)
 CK2610_MARKER: DJ = TIDAL STATION DISK
 CK2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2610_SP_SET: CONCRETE POST
 CK2610_STAMPING: NO 4 1934
 CK2610_MARK LOGO: CGS   
 CK2610_PROJECTION: FLUSH
 CK2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2610+STABILITY: SURFACE MOTION
 CK2610
 CK2610  HISTORY     - Date     Condition        Report By
 CK2610  HISTORY     - 1934     MONUMENTED       CGS
 CK2610  HISTORY     - 1983     GOOD             SCGS
 CK2610  HISTORY     - 19950615 MARK NOT FOUND   USPSQD
 CK2610
 CK2610                          STATION DESCRIPTION
 CK2610
 CK2610'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2610'IN ROCKVILLE.
 CK2610'23.4 KILOMETERS (14.55 MILES) SOUTHWEST ALONG STATE HIGHWAY 700 FROM
 CK2610'THE JOHNS ISLAND POST OFFICE, THENCE 0.2 KILOMETER (0.15 MILE)
 CK2610'WESTERLY ALONG A SAND ROAD, THENCE 0.1 KILOMETER (0.05 MILE) SOUTH
 CK2610'ALONG A SAND DRIVE TO THE SIMPSONS RESIDENCE, SET IN THE BACK YARD OF
 CK2610'THE TWO-STORY HOUSE ON THE EAST SIDE OF THE SIMPSONS RESIDENCE, 32.2
 CK2610'METERS (105.6 FEET) SOUTHWEST OF A 300-INCH OAK TREE AT THE ENTRANCE
 CK2610'TO THE TWO-STORY HOUSE, 8.0 METERS (26.5 FEET) SOUTH-SOUTHEAST OF A
 CK2610'80-INCH OAK TREE, 35.1 METERS (115.1 FEET) NORTH-NORTHWEST OF THE
 CK2610'NORTHEAST CORNER OF THE HOUSE, 60.7 METERS (199.0 FEET) NORTH OF 866
 CK2610'7089 F TIDAL.
 CK2610'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2610
 CK2610                          STATION RECOVERY (1995)
 CK2610
 CK2610'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2501 ***********************************************************************
 CK2501  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2501  DESIGNATION -  866 7101 B TIDAL
 CK2501  PID         -  CK2501
 CK2501  STATE/COUNTY-  SC/CHARLESTON
 CK2501  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2501
 CK2501                         *CURRENT SURVEY CONTROL
 CK2501  ___________________________________________________________________
 CK2501* NAD 83(1986)-  32 35 58.     (N)    080 20 39.     (W)     SCALED    
 CK2501* NAVD 88     -         1.751  (meters)       5.74   (feet)  ADJUSTED  
 CK2501  ___________________________________________________________________
 CK2501  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK2501  DYNAMIC HT  -           1.749 (meters)       5.74  (feet)  COMP
 CK2501  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CK2501
 CK2501  VERT ORDER  -  FIRST     CLASS II
 CK2501
 CK2501.The horizontal coordinates were scaled from a topographic map and have
 CK2501.an estimated accuracy of +/- 6 seconds.
 CK2501
 CK2501.The orthometric height was determined by differential leveling
 CK2501.and adjusted by the National Geodetic Survey in June 1991..
 CK2501
 CK2501.This Tidal Bench Mark is designated as VM 6722
 CK2501.by the Center for Operational Oceanographic Products and Services.
 CK2501
 CK2501.The geoid height was determined by GEOID03.
 CK2501
 CK2501.The dynamic height is computed by dividing the NAVD 88
 CK2501.geopotential number by the normal gravity value computed on the
 CK2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2501.degrees latitude (g = 980.6199 gals.).
 CK2501
 CK2501.The modeled gravity was interpolated from observed gravity values.
 CK2501
 CK2501;                    North         East    Units  Estimated Accuracy
 CK2501;SPC SC       -    85,160.      671,160.      MT  (+/- 180 meters Scaled)
 CK2501
 CK2501                          SUPERSEDED SURVEY CONTROL
 CK2501
 CK2501  NGVD 29 (03/21/89)    2.042  (m)            6.70   (f) ADJUSTED    1 2
 CK2501
 CK2501.Superseded values are not recommended for survey control.
 CK2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2501.See file dsdata.txt to determine how the superseded data were derived.
 CK2501
 CK2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS615070(NAD 83)
 CK2501_MARKER: DJ = TIDAL STATION DISK
 CK2501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2501_SP_SET: STAINLESS STEEL ROD
 CK2501_STAMPING: 7101 B 1982
 CK2501_MARK LOGO: NOS   
 CK2501_PROJECTION: FLUSH
 CK2501_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2501+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2501_ROD/PIPE-DEPTH: 12.8 meters
 CK2501
 CK2501  HISTORY     - Date     Condition        Report By
 CK2501  HISTORY     - 1982     MONUMENTED       NOS
 CK2501  HISTORY     - 1983     GOOD             SCGS
 CK2501  HISTORY     - 20050816 GOOD             SCGS
 CK2501
 CK2501                          STATION DESCRIPTION
 CK2501
 CK2501'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2501'IN EDISTO ISLAND.
 CK2501'9.3 KILOMETERS (5.8 MILES) NORTHERLY ALONG STATE HIGHWAY 174 FROM THE
 CK2501'EDISTO ISLAND POST OFFICE, THENCE 0.2 KILOMETER (0.1 MILE) EAST ALONG
 CK2501'A SAND DRIVE LEADING TO A LARGE THREE-STORY HOUSE, SET NEAR A 180-INCH
 CK2501'OAK TREE ON THE EAST SIDE OF THE HOUSE, 3.4 METERS (11.0 FEET)
 CK2501'NORTHEAST OF THE OAK TREE, 14.9 METERS (49.0 FEET) WEST-SOUTHWEST OF
 CK2501'THE FENCE LINE, 41.8 METERS (137.0 FEET) EAST-SOUTHEAST OF THE
 CK2501'SOUTHEAST CORNER OF THE HOUSE, 14.9 METERS (49.0 FEET) NORTH-NORTHEAST
 CK2501'OF A SMALL WOODEN FISHING PIER.
 CK2501'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2501
 CK2501                          STATION RECOVERY (2005)
 CK2501
 CK2501'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2501'STATION IS LOCATED 8.2 MI (13.2 KM) SOUTH OF ADAMS RUN, 26.9 MI (43.29
 CK2501'KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--ELAENOR HOWARD, 3050
 CK2501'HIGHWAY 174, EDISTO ISLAND, SC 29438. TO REACH THE STATION FROM THE
 CK2501'JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55 (WILLTOWN ROAD),
 CK2501'0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174
 CK2501'FOR 5.4 MI (8.69 KM) TO THE SOUTH END OF THE BRIDGE OVER DAWHO RIVER,
 CK2501'CONTINUE ON HIGHWAY 174 FOR 2.15 MI (3.46 KM) TO A GRAVEL DRIVEWAY
 CK2501'LEFT LEADING TO A THREE STORY WOOD HOUSE NUMBER 3050, TURN LEFT ON THE
 CK2501'DRIVEWAY FOR 0.15 MI (0.24 KM) TO THE STATION NEAR A DOCK ON THE EAST
 CK2501'SIDE OF THE HOUSE. STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD AND
 CK2501'LEVEL WITH THE DRIVEWAY, 40.0 FT (12.2 M) EAST SOUTHEAST OF THE
 CK2501'NORTHEAST CORNER OF A WOOD SHELTER, 94.4 FT (28.8 M) EAST OF THE SOUTH
 CK2501'END POST OF A PVC FENCE, 11.5 FT (3.5 M) NORTHEAST OF A 5.0-FOOT LIVE
 CK2501'OAK TREE, 74.9 FT (22.8 M) NORTHWEST OF A WOOD POST WITH A BREAKER BOX
 CK2501'NEAR A DOCK, 162.1 FT (49.4 M) SOUTHEAST OF THE NORTHEAST CORNER POST
 CK2501'OF THE PVC FENCE. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2500 ***********************************************************************
 CK2500  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2500  DESIGNATION -  866 7101 C TIDAL
 CK2500  PID         -  CK2500
 CK2500  STATE/COUNTY-  SC/CHARLESTON
 CK2500  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2500
 CK2500                         *CURRENT SURVEY CONTROL
 CK2500  ___________________________________________________________________
 CK2500* NAD 83(1986)-  32 35 58.     (N)    080 20 39.     (W)     SCALED    
 CK2500* NAVD 88     -         1.718  (meters)       5.64   (feet)  ADJUSTED  
 CK2500  ___________________________________________________________________
 CK2500  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK2500  DYNAMIC HT  -           1.716 (meters)       5.63  (feet)  COMP
 CK2500  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CK2500
 CK2500  VERT ORDER  -  FIRST     CLASS II
 CK2500
 CK2500.The horizontal coordinates were scaled from a topographic map and have
 CK2500.an estimated accuracy of +/- 6 seconds.
 CK2500
 CK2500.The orthometric height was determined by differential leveling
 CK2500.and adjusted by the National Geodetic Survey in June 1991..
 CK2500
 CK2500.This Tidal Bench Mark is designated as VM 6723
 CK2500.by the Center for Operational Oceanographic Products and Services.
 CK2500
 CK2500.The geoid height was determined by GEOID03.
 CK2500
 CK2500.The dynamic height is computed by dividing the NAVD 88
 CK2500.geopotential number by the normal gravity value computed on the
 CK2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2500.degrees latitude (g = 980.6199 gals.).
 CK2500
 CK2500.The modeled gravity was interpolated from observed gravity values.
 CK2500
 CK2500;                    North         East    Units  Estimated Accuracy
 CK2500;SPC SC       -    85,160.      671,160.      MT  (+/- 180 meters Scaled)
 CK2500
 CK2500                          SUPERSEDED SURVEY CONTROL
 CK2500
 CK2500  NGVD 29 (03/21/89)    2.009  (m)            6.59   (f) ADJUSTED    1 2
 CK2500
 CK2500.Superseded values are not recommended for survey control.
 CK2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2500.See file dsdata.txt to determine how the superseded data were derived.
 CK2500
 CK2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS615070(NAD 83)
 CK2500_MARKER: DJ = TIDAL STATION DISK
 CK2500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2500_SP_SET: STAINLESS STEEL ROD
 CK2500_STAMPING: 7101 C 1982
 CK2500_MARK LOGO: NOS   
 CK2500_PROJECTION: FLUSH
 CK2500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2500_ROD/PIPE-DEPTH: 9.80 meters
 CK2500
 CK2500  HISTORY     - Date     Condition        Report By
 CK2500  HISTORY     - 1982     MONUMENTED       NOS
 CK2500  HISTORY     - 1983     GOOD             SCGS
 CK2500  HISTORY     - 20050816 MARK NOT FOUND   SCGS
 CK2500
 CK2500                          STATION DESCRIPTION
 CK2500
 CK2500'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2500'IN EDISTO ISLAND.
 CK2500'9.3 KILOMETERS (5.8 MILES) NORTHERLY ALONG STATE HIGHWAY 174 FROM THE
 CK2500'EDISTO ISLAND POST OFFICE, THENCE 0.2 KILOMETER (0.1 MILE) EAST ALONG
 CK2500'A SAND DRIVE LEADING TO A LARGE THREE-STORY HOUSE, SET NEAR A POWER
 CK2500'POLE, 31.4 METERS (103.3 FEET) WEST-NORTHWEST OF THE SOUTHWEST CORNER
 CK2500'OF THE HOUSE, 26.2 METERS (86.0 FEET) NORTH OF THE APPROXIMATE CENTER
 CK2500'OF THE SAND DRIVE, 0.9 METER (3.0 FEET) WEST OF POWER POLE NUMBER
 CK2500'236862.
 CK2500'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2500
 CK2500                          STATION RECOVERY (2005)
 CK2500
 CK2500'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2500'POLE NO LONGER EXISTS, SAND ROAD IS NOW UNDEFINED, MEASUREMENT FROM
 CK2500'HOUSE YIELDED  NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2499 ***********************************************************************
 CK2499  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2499  DESIGNATION -  866 7101 D TIDAL
 CK2499  PID         -  CK2499
 CK2499  STATE/COUNTY-  SC/CHARLESTON
 CK2499  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2499
 CK2499                         *CURRENT SURVEY CONTROL
 CK2499  ___________________________________________________________________
 CK2499* NAD 83(1986)-  32 35 58.     (N)    080 20 44.     (W)     SCALED    
 CK2499* NAVD 88     -         1.620  (meters)       5.32   (feet)  ADJUSTED  
 CK2499  ___________________________________________________________________
 CK2499  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK2499  DYNAMIC HT  -           1.619 (meters)       5.31  (feet)  COMP
 CK2499  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CK2499
 CK2499  VERT ORDER  -  FIRST     CLASS II
 CK2499
 CK2499.The horizontal coordinates were scaled from a topographic map and have
 CK2499.an estimated accuracy of +/- 6 seconds.
 CK2499
 CK2499.The orthometric height was determined by differential leveling
 CK2499.and adjusted by the National Geodetic Survey in June 1991..
 CK2499
 CK2499.This Tidal Bench Mark is designated as VM 6724
 CK2499.by the Center for Operational Oceanographic Products and Services.
 CK2499
 CK2499.The geoid height was determined by GEOID03.
 CK2499
 CK2499.The dynamic height is computed by dividing the NAVD 88
 CK2499.geopotential number by the normal gravity value computed on the
 CK2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2499.degrees latitude (g = 980.6199 gals.).
 CK2499
 CK2499.The modeled gravity was interpolated from observed gravity values.
 CK2499
 CK2499;                    North         East    Units  Estimated Accuracy
 CK2499;SPC SC       -    85,160.      671,030.      MT  (+/- 180 meters Scaled)
 CK2499
 CK2499                          SUPERSEDED SURVEY CONTROL
 CK2499
 CK2499  NGVD 29 (03/21/89)    1.912  (m)            6.27   (f) ADJUSTED    1 2
 CK2499
 CK2499.Superseded values are not recommended for survey control.
 CK2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2499.See file dsdata.txt to determine how the superseded data were derived.
 CK2499
 CK2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS614070(NAD 83)
 CK2499_MARKER: DJ = TIDAL STATION DISK
 CK2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2499_SP_SET: CONCRETE POST
 CK2499_STAMPING: 7101 D 1982
 CK2499_MARK LOGO: NOS   
 CK2499_PROJECTION: FLUSH
 CK2499_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2499+STABILITY: SURFACE MOTION
 CK2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2499+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2499
 CK2499  HISTORY     - Date     Condition        Report By
 CK2499  HISTORY     - 1982     MONUMENTED       NOS
 CK2499  HISTORY     - 1983     GOOD             SCGS
 CK2499  HISTORY     - 20050816 GOOD             SCGS
 CK2499
 CK2499                          STATION DESCRIPTION
 CK2499
 CK2499'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2499'IN EDISTO ISLAND.
 CK2499'9.3 KILOMETERS (5.8 MILES) NORTHERLY ALONG STATE HIGHWAY 174 FROM THE
 CK2499'POST OFFICE ON EDISTO ISLAND, SET IN THE NORTHEAST ANGLE OF THE
 CK2499'INTERSECTION OF A SAND DRIVE LEADING TO A THREE-STORY HOUSE,
 CK2499'3.8 METERS (12.5 FEET) NORTHEAST OF THE APPROXIMATE CENTER OF SAND
 CK2499'DRIVE, 1.2 METERS (4.0 FEET) EAST-NORTHEAST OF A 48-INCH PALM TREE
 CK2499'WITH A WITNESS SIGN, 19.8 METERS (65.0 FEET) EAST OF THE CENTERLINE OF
 CK2499'HIGHWAY 174.
 CK2499'THE MARK IS ABOVE LEVEL WITH HIGHWAY 174.
 CK2499
 CK2499                          STATION RECOVERY (2005)
 CK2499
 CK2499'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2499'STATION IS LOCATED 8.2 MI (13.2 KM) SOUTH OF ADAMS RUN, 27.0 MI (43.45
 CK2499'KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2499'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2499'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND
 CK2499'STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO
 CK2499'SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END
 CK2499'OF THE BRIDGE OVER DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 2.25 MI
 CK2499'(3.62 KM) TO THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF A PAVED
 CK2499'APRON WITH GATE. STATION IS A CONCRETE POST RECESSED 0.2 FT (0.1 M)
 CK2499'AND LEVEL WITH THE ROAD, 65.0 FT (19.8 M) EAST OF THE CENTER OF THE
 CK2499'HIGHWAY, 13.5 FT (4.1 M) NORTH OF THE CENTER OF THE ROAD, 4.6 FT (1.4
 CK2499'M) EAST OF A 1.5-FOOT PALMETTO TREE WITH A WITNESS POST SIGN ATTACHED,
 CK2499'22.1 FT (6.7 M) NORTH NORTHEAST OF THE SOUTH WOOD GATE POST. RECOVERED
 CK2499'BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2502 ***********************************************************************
 CK2502  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2502  DESIGNATION -  866 7101 E TIDAL
 CK2502  PID         -  CK2502
 CK2502  STATE/COUNTY-  SC/CHARLESTON
 CK2502  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2502
 CK2502                         *CURRENT SURVEY CONTROL
 CK2502  ___________________________________________________________________
 CK2502* NAD 83(2001)-  32 35 51.73711(N)    080 20 47.05953(W)     ADJUSTED  
 CK2502* NAVD 88     -         3.990  (meters)      13.09   (feet)  ADJUSTED  
 CK2502  ___________________________________________________________________
 CK2502  X           -     901,945.778 (meters)                     COMP
 CK2502  Y           -  -5,302,455.118 (meters)                     COMP
 CK2502  Z           -   3,416,441.227 (meters)                     COMP
 CK2502  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CK2502  ELLIP HEIGHT-         -28.24  (meters)          (12/20/99) GPS OBS
 CK2502  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 CK2502  DYNAMIC HT  -           3.985 (meters)      13.07  (feet)  COMP
 CK2502  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 CK2502
 CK2502  HORZ ORDER  -  FIRST
 CK2502  VERT ORDER  -  FIRST     CLASS II
 CK2502  ELLP ORDER  -  FOURTH    CLASS I
 CK2502
 CK2502.The horizontal coordinates were established by GPS observations
 CK2502.and adjusted by the National Geodetic Survey in March 2004..
 CK2502
 CK2502.The orthometric height was determined by differential leveling
 CK2502.and adjusted by the National Geodetic Survey in June 1991..
 CK2502
 CK2502.This Tidal Bench Mark is designated as VM 6725
 CK2502.by the Center for Operational Oceanographic Products and Services.
 CK2502
 CK2502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2502
 CK2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2502
 CK2502.The ellipsoidal height was determined by GPS observations
 CK2502.and is referenced to NAD 83.
 CK2502
 CK2502.The geoid height was determined by GEOID03.
 CK2502
 CK2502.The dynamic height is computed by dividing the NAVD 88
 CK2502.geopotential number by the normal gravity value computed on the
 CK2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2502.degrees latitude (g = 980.6199 gals.).
 CK2502
 CK2502.The modeled gravity was interpolated from observed gravity values.
 CK2502
 CK2502;                    North         East     Units Scale Factor Converg.
 CK2502;SPC SC       -    84,965.744   670,953.769   MT  0.99996702   +0 21 44.5
 CK2502;SPC SC       -   278,759.00  2,201,291.89   iFT  0.99996702   +0 21 44.5
 CK2502;UTM  17      - 3,606,878.356   561,332.222   MT  0.99964638   +0 21 07.7
 CK2502
 CK2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2502!SPC SC       -   1.00000443  x   0.99996702  =   0.99997145
 CK2502!UTM  17      -   1.00000443  x   0.99964638  =   0.99965081
 CK2502
 CK2502                          SUPERSEDED SURVEY CONTROL
 CK2502
 CK2502  NAD 83(1995)-  32 35 51.73689(N)    080 20 47.05923(W) AD(       ) 1
 CK2502  NAD 83(1986)-  32 35 51.74573(N)    080 20 47.06262(W) AD(       ) 1
 CK2502  NAD 27      -  32 35 51.07889(N)    080 20 47.70274(W) AD(       ) 1
 CK2502  NGVD 29 (03/21/89)    4.281  (m)           14.05   (f) ADJUSTED    1 2
 CK2502
 CK2502.Superseded values are not recommended for survey control.
 CK2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2502.See file dsdata.txt to determine how the superseded data were derived.
 CK2502
 CK2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS6133206878(NAD 83)
 CK2502_MARKER: DJ = TIDAL STATION DISK
 CK2502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2502_SP_SET: BRIDGE
 CK2502_STAMPING: 7101 E 1982
 CK2502_MARK LOGO: NOS   
 CK2502_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2502+STABILITY: SURFACE MOTION
 CK2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2502+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 CK2502
 CK2502  HISTORY     - Date     Condition        Report By
 CK2502  HISTORY     - 1985     MONUMENTED       NOS
 CK2502  HISTORY     - 1983     GOOD             SCGS
 CK2502  HISTORY     - 19870312 GOOD
 CK2502  HISTORY     - 19910520 GOOD             SCGS
 CK2502  HISTORY     - 19960511 GOOD             USPSQD
 CK2502  HISTORY     - 20050816 GOOD             SCGS
 CK2502
 CK2502                          STATION DESCRIPTION
 CK2502
 CK2502'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (GRH)
 CK2502'STATION IS LOCATED 13.7 KM (8.5 MI) SOUTH OF ADAMS RUN, 11.3 KM
 CK2502'(7.0 MI) NORTH OF THE ENTRANCE TO EDISTO BEACH STATE PARK AT THE
 CK2502'TERMINUS OF STATE HIGHWAY 174, IN THE SOUTHWEST ABUTMENT OF THE
 CK2502'HIGHWAY 174 BRIDGE OVER RUSSEL CREEK.  OWNERSHIP--SOUTH CAROLINA
 CK2502'DEPARTMENT OF HIGHWAYS.
 CK2502'
 CK2502'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 162 AND 174 IN ADAMS
 CK2502'RUN, GO SOUTH ON HIGHWAY 174 FOR 9.8 KM (6.1 MI) TO THE BRIDGE OVER
 CK2502'THE DAWHO RIVER.  CONTINUE SOUTH FOR 4.4 KM (2.75 MI) TO THE SOUTH
 CK2502'END OF THE BRIDGE AND MARK ON THE RIGHT.
 CK2502'
 CK2502'STATION MARK, AN NOS TIDAL BENCH MARK DISK STAMPED---7101 E
 CK2502'1982---, IS CEMENTED IN A DRILL HOLE IN THE NARROW SOUTHWEST BRIDGE
 CK2502'ABUTMENT.  IT IS 5.0 METERS WEST OF THE CENTER OF THE HIGHWAY AND
 CK2502'LEVEL WITH THE HIGHWAY.
 CK2502'
 CK2502'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK2502
 CK2502                          STATION RECOVERY (1983)
 CK2502
 CK2502'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2502'IN EDISTO ISLAND.
 CK2502'THE MARK IS 0.30 M ABOVE HIGHWAY 174.
 CK2502'9.2 KILOMETERS (5.7 MILES) NORTHERLY ALONG STATE HIGHWAY 174 FROM THE
 CK2502'POST OFFICE ON EDISTO ISLAND, SET IN THE SOUTHWEST CORNER OF THE
 CK2502'BRIDGE THAT CROSSES RUSSELL CREEK.
 CK2502
 CK2502                          STATION RECOVERY (1987)
 CK2502
 CK2502'RECOVERED 1987
 CK2502'RECOVERED IN GOOD CONDITION.
 CK2502
 CK2502                          STATION RECOVERY (1991)
 CK2502
 CK2502'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2502'RECOVERED IN GOOD CONDITION.
 CK2502
 CK2502                          STATION RECOVERY (1996)
 CK2502
 CK2502'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2502'RECOVERED IN GOOD CONDITION.
 CK2502
 CK2502                          STATION RECOVERY (2005)
 CK2502
 CK2502'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2502'STATION IS LOCATED 8.2 MI (13.2 KM) NORTH OF EDISTO BEACH, 27.1 MI
 CK2502'(43.61 KM) WEST SOUTHWEST OF CHARLESTON.  OWNERSHIP--SCDOT, DIRECTOR
 CK2502'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2502'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK2502'174, 164 AND STATE ROAD 55 (WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF
 CK2502'ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO
 CK2502'THE SOUTH END OF THE BRIDGE OVER DAWHO RIVER, CONTINUE ON HIGHWAY 174
 CK2502'FOR 2.4 MI (3.86 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTHWEST
 CK2502'CORNER OF THE BRIDGE OVER RUSSELL CREEK. STATION IS A DISK SET IN A
 CK2502'DRILL HOLE IN THE BRIDGE AND 0.5 FT (0.2 M) ABOVE THE HIGHWAY, 15.8 FT
 CK2502'(4.8 M) WEST OF THE CENTER OF THE HIGHWAY, 0.9 FT (0.3 M) EAST OF THE
 CK2502'WEST END OF THE ABUTMENT. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1900 ***********************************************************************
 CK1900  DESIGNATION -  866 7146 B TIDAL
 CK1900  PID         -  CK1900
 CK1900  STATE/COUNTY-  SC/JASPER
 CK1900  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1900
 CK1900                         *CURRENT SURVEY CONTROL
 CK1900  ___________________________________________________________________
 CK1900* NAD 83(1986)-  32 33 37.     (N)    080 54 39.     (W)     SCALED    
 CK1900* NAVD 88     -         4.857  (meters)      15.94   (feet)  ADJUSTED  
 CK1900  ___________________________________________________________________
 CK1900  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 CK1900  DYNAMIC HT  -           4.852 (meters)      15.92  (feet)  COMP
 CK1900  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 CK1900
 CK1900  VERT ORDER  -  FIRST     CLASS II
 CK1900
 CK1900.The horizontal coordinates were scaled from a topographic map and have
 CK1900.an estimated accuracy of +/- 6 seconds.
 CK1900
 CK1900.The orthometric height was determined by differential leveling
 CK1900.and adjusted by the National Geodetic Survey in June 1991..
 CK1900
 CK1900.The geoid height was determined by GEOID03.
 CK1900
 CK1900.The dynamic height is computed by dividing the NAVD 88
 CK1900.geopotential number by the normal gravity value computed on the
 CK1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1900.degrees latitude (g = 980.6199 gals.).
 CK1900
 CK1900.The modeled gravity was interpolated from observed gravity values.
 CK1900
 CK1900;                    North         East    Units  Estimated Accuracy
 CK1900;SPC SC       -    80,630.      617,970.      MT  (+/- 180 meters Scaled)
 CK1900
 CK1900                          SUPERSEDED SURVEY CONTROL
 CK1900
 CK1900  NGVD 29 (03/21/89)    5.140  (m)           16.86   (f) ADJUSTED    1 2
 CK1900
 CK1900.Superseded values are not recommended for survey control.
 CK1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1900.See file dsdata.txt to determine how the superseded data were derived.
 CK1900
 CK1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS083025(NAD 83)
 CK1900_MARKER: DJ = TIDAL STATION DISK
 CK1900_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CK1900+WITH SETTING: INFORMATION.
 CK1900_SP_SET: SHALLOW SET METAL ROD
 CK1900_STAMPING: 7146 B 1980
 CK1900_MARK LOGO: NOS   
 CK1900_PROJECTION: RECESSED 5 CENTIMETERS
 CK1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1900_ROD/PIPE-DEPTH: 2.0  meters
 CK1900
 CK1900  HISTORY     - Date     Condition        Report By
 CK1900  HISTORY     - 1980     MONUMENTED       NOS
 CK1900  HISTORY     - 1981     GOOD             SCGS
 CK1900
 CK1900                          STATION DESCRIPTION
 CK1900
 CK1900'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1900'3.0 KM (1.85 MI) SOUTH FROM COOSAWHATCHIE.
 CK1900'3.0 KILOMETERS (1.85 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM
 CK1900'THE JUNCTION OF INTERSTATE 95, WHICH IS JUST SOUTH OF COOSAWHATCHIE,
 CK1900'THENCE 0.3 KILOMETER (0.2 MILE) EAST NORTHEAST ALONG COUNTY
 CK1900'HIGHWAY S-27-206, SET ON THE NORTH NORTHWEST SIDE OF THE ROAD,
 CK1900'AT THE JUNCTION OF A WOODS ROAD, 8.8 METERS (28.6 FEET) NORTH
 CK1900'NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 4.1 METERS
 CK1900'(13.7 FEET) WEST SOUTHWEST OF THE CENTERLINE OF THE WOODS ROAD,
 CK1900'1.6 METERS (5.1 FEET) SOUTH SOUTHEAST OF A WIRE FENCE.
 CK1900'THE MARK IS 0.5 METERS  NNE FROM A WITNESS POST.
 CK1900'THE MARK IS 0.3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1897 ***********************************************************************
 CK1897  DESIGNATION -  866 7146 D TIDAL
 CK1897  PID         -  CK1897
 CK1897  STATE/COUNTY-  SC/JASPER
 CK1897  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1897
 CK1897                         *CURRENT SURVEY CONTROL
 CK1897  ___________________________________________________________________
 CK1897* NAD 83(1986)-  32 33 46.     (N)    080 54 53.     (W)     SCALED    
 CK1897* NAVD 88     -         7.120  (meters)      23.36   (feet)  ADJUSTED  
 CK1897  ___________________________________________________________________
 CK1897  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 CK1897  DYNAMIC HT  -           7.112 (meters)      23.33  (feet)  COMP
 CK1897  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CK1897
 CK1897  VERT ORDER  -  FIRST     CLASS II
 CK1897
 CK1897.The horizontal coordinates were scaled from a topographic map and have
 CK1897.an estimated accuracy of +/- 6 seconds.
 CK1897
 CK1897.The orthometric height was determined by differential leveling
 CK1897.and adjusted by the National Geodetic Survey in June 1991..
 CK1897
 CK1897.The geoid height was determined by GEOID03.
 CK1897
 CK1897.The dynamic height is computed by dividing the NAVD 88
 CK1897.geopotential number by the normal gravity value computed on the
 CK1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1897.degrees latitude (g = 980.6199 gals.).
 CK1897
 CK1897.The modeled gravity was interpolated from observed gravity values.
 CK1897
 CK1897;                    North         East    Units  Estimated Accuracy
 CK1897;SPC SC       -    80,900.      617,610.      MT  (+/- 180 meters Scaled)
 CK1897
 CK1897                          SUPERSEDED SURVEY CONTROL
 CK1897
 CK1897  NGVD 29 (03/21/89)    7.402  (m)           24.28   (f) ADJUSTED    1 2
 CK1897
 CK1897.Superseded values are not recommended for survey control.
 CK1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1897.See file dsdata.txt to determine how the superseded data were derived.
 CK1897
 CK1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS080028(NAD 83)
 CK1897_MARKER: DJ = TIDAL STATION DISK
 CK1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1897_SP_SET: CONCRETE POST
 CK1897_STAMPING: 7146 D 1980
 CK1897_MARK LOGO: NOS   
 CK1897_PROJECTION: FLUSH
 CK1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1897
 CK1897  HISTORY     - Date     Condition        Report By
 CK1897  HISTORY     - 1980     MONUMENTED       NOS
 CK1897  HISTORY     - 1981     GOOD             SCGS
 CK1897
 CK1897                          STATION DESCRIPTION
 CK1897
 CK1897'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1897'2.5 KM (1.55 MI) SOUTH FROM COOSAWHATCHIE.
 CK1897'2.5 KILOMETERS (1.55 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM
 CK1897'THE JUNCTION OF INTERSTATE 95, WHICH IS JUST SOUTH OF COOSAWHATCHIE
 CK1897', SET AT THE NORTH END OF A CURVE RIGHT, AT THE WOODS EDGE, ON THE
 CK1897'SOUTHWEST SIDE OF THE ROAD, 0.5 KILOMETER (0.3 MILE) SOUTH
 CK1897'SOUTHWEST OF THE INTERSECTION OF COUNTY ROAD S-27-206, 5.8 METERS
 CK1897'(19.5 FEET) WEST SOUTHWEST OF THE CENTERLINE OF HIGHWAY 462, 5.2
 CK1897'METERS (17.0 FEET) EAST SOUTHEAST OF A TELEPHONE POLE.
 CK1897'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1898 ***********************************************************************
 CK1898  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1898  DESIGNATION -  866 7146 E TIDAL
 CK1898  PID         -  CK1898
 CK1898  STATE/COUNTY-  SC/JASPER
 CK1898  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1898
 CK1898                         *CURRENT SURVEY CONTROL
 CK1898  ___________________________________________________________________
 CK1898* NAD 83(1986)-  32 33 32.     (N)    080 54 49.     (W)     SCALED    
 CK1898* NAVD 88     -         5.684  (meters)      18.65   (feet)  ADJUSTED  
 CK1898  ___________________________________________________________________
 CK1898  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 CK1898  DYNAMIC HT  -           5.678 (meters)      18.63  (feet)  COMP
 CK1898  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CK1898
 CK1898  VERT ORDER  -  FIRST     CLASS II
 CK1898
 CK1898.The horizontal coordinates were scaled from a topographic map and have
 CK1898.an estimated accuracy of +/- 6 seconds.
 CK1898
 CK1898.The orthometric height was determined by differential leveling
 CK1898.and adjusted by the National Geodetic Survey in June 1991..
 CK1898
 CK1898.This Tidal Bench Mark is designated as VM 6726
 CK1898.by the Center for Operational Oceanographic Products and Services.
 CK1898
 CK1898.The geoid height was determined by GEOID03.
 CK1898
 CK1898.The dynamic height is computed by dividing the NAVD 88
 CK1898.geopotential number by the normal gravity value computed on the
 CK1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1898.degrees latitude (g = 980.6199 gals.).
 CK1898
 CK1898.The modeled gravity was interpolated from observed gravity values.
 CK1898
 CK1898;                    North         East    Units  Estimated Accuracy
 CK1898;SPC SC       -    80,470.      617,710.      MT  (+/- 180 meters Scaled)
 CK1898
 CK1898                          SUPERSEDED SURVEY CONTROL
 CK1898
 CK1898  NGVD 29 (03/21/89)    5.966  (m)           19.57   (f) ADJUSTED    1 2
 CK1898
 CK1898.Superseded values are not recommended for survey control.
 CK1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1898.See file dsdata.txt to determine how the superseded data were derived.
 CK1898
 CK1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS081023(NAD 83)
 CK1898_MARKER: DJ = TIDAL STATION DISK
 CK1898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1898_STAMPING: 7146 E 1981
 CK1898_MARK LOGO: NOS   
 CK1898_PROJECTION: FLUSH
 CK1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1898_ROD/PIPE-DEPTH: 6.1  meters
 CK1898
 CK1898  HISTORY     - Date     Condition        Report By
 CK1898  HISTORY     - 1981     MONUMENTED       NOS
 CK1898  HISTORY     - 1981     SEE DESCRIPTION  SCGS
 CK1898
 CK1898                          STATION DESCRIPTION
 CK1898
 CK1898'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1898'3.0 KM (1.85 MI) SOUTH FROM COOSAWHATCHIE.
 CK1898'3.0 KILOMETER (1.85 MILE) SOUTH ALONG STATE HIGHWAY 462, FROM THE
 CK1898'JUNCTION OF INTERSTATE HIGHWAY 95, WHICH IS JUST SOUTH OF COOSWHATCHIE
 CK1898', SET IN THE NORTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD
 CK1898'S-27-206, 19.8 METERS (65.0 FEET) EAST OF THE CENTERLINE OF THE
 CK1898'HIGHWAY, 9.8 METERS (32.5 FEET) NORTH OF THE CENTERLINE OF THE
 CK1898'COUNTY ROAD, 5.6 METERS (18.5 FEET) NORTHEAST OF THE EAST END OF A
 CK1898'12 INCH ROUND CONCRETE CULVERT THAT CONNECTS THE TWO HIGHWAY DITCHES,
 CK1898'3.0 METER (10.0 FEET) SOUTH SOUTHWEST OF A 14 INCH LIVE OAK TREE.
 CK1898'THE MARK IS 1.8 METERS  SW FROM  ROAD
 CK1898'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1899 ***********************************************************************
 CK1899  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1899  DESIGNATION -  866 7146 F TIDAL
 CK1899  PID         -  CK1899
 CK1899  STATE/COUNTY-  SC/JASPER
 CK1899  USGS QUAD   -  COOSAWHATCHIE (1988)
 CK1899
 CK1899                         *CURRENT SURVEY CONTROL
 CK1899  ___________________________________________________________________
 CK1899* NAD 83(1986)-  32 33 40.     (N)    080 54 30.     (W)     SCALED    
 CK1899* NAVD 88     -         3.465  (meters)      11.37   (feet)  ADJUSTED  
 CK1899  ___________________________________________________________________
 CK1899  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 CK1899  DYNAMIC HT  -           3.461 (meters)      11.36  (feet)  COMP
 CK1899  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 CK1899
 CK1899  VERT ORDER  -  FIRST     CLASS II
 CK1899
 CK1899.The horizontal coordinates were scaled from a topographic map and have
 CK1899.an estimated accuracy of +/- 6 seconds.
 CK1899
 CK1899.The orthometric height was determined by differential leveling
 CK1899.and adjusted by the National Geodetic Survey in June 1991..
 CK1899
 CK1899.This Tidal Bench Mark is designated as VM 6727
 CK1899.by the Center for Operational Oceanographic Products and Services.
 CK1899
 CK1899.The geoid height was determined by GEOID03.
 CK1899
 CK1899.The dynamic height is computed by dividing the NAVD 88
 CK1899.geopotential number by the normal gravity value computed on the
 CK1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1899.degrees latitude (g = 980.6199 gals.).
 CK1899
 CK1899.The modeled gravity was interpolated from observed gravity values.
 CK1899
 CK1899;                    North         East    Units  Estimated Accuracy
 CK1899;SPC SC       -    80,720.      618,210.      MT  (+/- 180 meters Scaled)
 CK1899
 CK1899                          SUPERSEDED SURVEY CONTROL
 CK1899
 CK1899  NGVD 29 (03/21/89)    3.748  (m)           12.30   (f) ADJUSTED    1 2
 CK1899
 CK1899.Superseded values are not recommended for survey control.
 CK1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1899.See file dsdata.txt to determine how the superseded data were derived.
 CK1899
 CK1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS086026(NAD 83)
 CK1899_MARKER: DJ = TIDAL STATION DISK
 CK1899_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK1899+WITH SETTING: PAVEMENT
 CK1899_SP_SET: MAT FOUNDATION
 CK1899_STAMPING: 7146 F 1981
 CK1899_MARK LOGO: NOS   
 CK1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1899
 CK1899  HISTORY     - Date     Condition        Report By
 CK1899  HISTORY     - 1981     MONUMENTED       NOS
 CK1899  HISTORY     - 1981     GOOD             SCGS
 CK1899
 CK1899                          STATION DESCRIPTION
 CK1899
 CK1899'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1899'3.0 KM (1.85 MI) SOUTH FROM COOSAWHATCHIE.
 CK1899'3.0 KILOMETERS (1.85 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM THE
 CK1899'JUNCTION OF INTERSTATE HIGHWAY 95, JUST SOUTH OF COOSAWHATCHIE, THENCE
 CK1899'0.8 KILOMETER (0.5 MILE) EAST NORTHEAST ALONG COUNTY HIGHWAY S-27-206
 CK1899'TO THE END OF THE ROAD AT A BOAT RAMP AND A PICNIC HOUSE, SET
 CK1899'ALONG THE SOUTHEAST EDGE OF THE CONCRETE MAT FOUNDATION OF THE
 CK1899'PICNIC HOUSE, 20.4 METERS (67.0 FEET) SOUTH SOUTHWEST OF THE CENTER
 CK1899'OF THE BOAT RAMP, 3.1 METERS (10.3 FEET) NORTH NORTHWEST OF A WIRE
 CK1899'FENCE, 5.6 METERS (18.5 FEET) NORTHEAST OF A POWERLINE POLE, 1.8
 CK1899'METERS (6.1 FEET) WEST OF THE EAST CORNER OF THE CONCRETE FOUNDATION
 CK1899'OF THE PICNIC HOUSE.
 CK1899'THE MARK IS ABOVE LEVEL WITH CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2189 ***********************************************************************
 CK2189  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2189  DESIGNATION -  866 7172 A TIDAL
 CK2189  PID         -  CK2189
 CK2189  STATE/COUNTY-  SC/BEAUFORT
 CK2189  USGS QUAD   -  SHELDON (1988)
 CK2189
 CK2189                         *CURRENT SURVEY CONTROL
 CK2189  ___________________________________________________________________
 CK2189* NAD 83(1986)-  32 34 59.     (N)    080 46 59.     (W)     SCALED    
 CK2189* NAVD 88     -         1.933  (meters)       6.34   (feet)  ADJUSTED  
 CK2189  ___________________________________________________________________
 CK2189  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2189  DYNAMIC HT  -           1.931 (meters)       6.34  (feet)  COMP
 CK2189  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CK2189
 CK2189  VERT ORDER  -  FIRST     CLASS II
 CK2189
 CK2189.The horizontal coordinates were scaled from a topographic map and have
 CK2189.an estimated accuracy of +/- 6 seconds.
 CK2189
 CK2189.The orthometric height was determined by differential leveling
 CK2189.and adjusted by the National Geodetic Survey in June 1991..
 CK2189
 CK2189.This Tidal Bench Mark is designated as VM 6731
 CK2189.by the Center for Operational Oceanographic Products and Services.
 CK2189
 CK2189.The geoid height was determined by GEOID03.
 CK2189
 CK2189.The dynamic height is computed by dividing the NAVD 88
 CK2189.geopotential number by the normal gravity value computed on the
 CK2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2189.degrees latitude (g = 980.6199 gals.).
 CK2189
 CK2189.The modeled gravity was interpolated from observed gravity values.
 CK2189
 CK2189;                    North         East    Units  Estimated Accuracy
 CK2189;SPC SC       -    83,170.      629,970.      MT  (+/- 180 meters Scaled)
 CK2189
 CK2189                          SUPERSEDED SURVEY CONTROL
 CK2189
 CK2189  NGVD 29 (03/21/89)    2.214  (m)            7.26   (f) ADJUSTED    1 2
 CK2189
 CK2189.Superseded values are not recommended for survey control.
 CK2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2189.See file dsdata.txt to determine how the superseded data were derived.
 CK2189
 CK2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS203050(NAD 83)
 CK2189_MARKER: DJ = TIDAL STATION DISK
 CK2189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2189_SP_SET: STAINLESS STEEL ROD
 CK2189_STAMPING: 7172 A 1979
 CK2189_MARK LOGO: NOS   
 CK2189_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2189+STABILITY: POSITION/ELEVATION WELL
 CK2189_ROD/PIPE-DEPTH: 5.5  meters
 CK2189
 CK2189  HISTORY     - Date     Condition        Report By
 CK2189  HISTORY     - 1979     MONUMENTED       NOS
 CK2189  HISTORY     - 1982     GOOD             SCGS
 CK2189
 CK2189                          STATION DESCRIPTION
 CK2189
 CK2189'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2189'1.9 KM (1.2 MI) SSE FROM SHELDON.
 CK2189'0.2 KILOMETERS (0.15 MILES) SOUTH ALONG COUNTY ROAD S-7-292
 CK2189'FROM THE POST OFFICE IN SHELDON, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK2189'SOUTH ALONG COUNTY ROAD S-7-59, THENCE 0.3 KILOMETERS (0.2 MILES)
 CK2189'EAST, CROSSING RAILROAD TRACKS, TO A FORK, TAKE RIGHT FORK
 CK2189'AND CONTINUE EASTERLY FOR 0.5 KILOMETERS (0.3 MILES) TO THE END
 CK2189'OF THE ROAD AND A SINGLE STORY WOOD SIDED HOUSE, SET 0.8
 CK2189'METERS (2.9 FEET) NORTHWEST OF THE NORTHEAST CORNER OF A STORAGE
 CK2189'SHED ALONG THE CREEK BANK, 24.4 METERS (80.0 FEET) EAST NORTHEAST
 CK2189'OF A TWIN TRUNK OAK TREE, 2.1 METERS (7.0 FEET) WEST OF THE EDGE
 CK2189'OF THE CREEK BANK, 4.3 METERS (14.0 FEET) NORTHWEST OF THE NORTH
 CK2189'END OF THE PIER, 4.6 METERS (15.0 FEET) SOUTH OF A CEDAR TREE.
 CK2189'THE MARK IS ABOVE LEVEL WITH TOP OF RIVER BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2192 ***********************************************************************
 CK2192  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2192  DESIGNATION -  866 7172 B TIDAL
 CK2192  PID         -  CK2192
 CK2192  STATE/COUNTY-  SC/BEAUFORT
 CK2192  USGS QUAD   -  SHELDON (1988)
 CK2192
 CK2192                         *CURRENT SURVEY CONTROL
 CK2192  ___________________________________________________________________
 CK2192* NAD 83(1986)-  32 34 59.     (N)    080 47 00.     (W)     SCALED    
 CK2192* NAVD 88     -         5.344  (meters)      17.53   (feet)  ADJUSTED  
 CK2192  ___________________________________________________________________
 CK2192  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2192  DYNAMIC HT  -           5.338 (meters)      17.51  (feet)  COMP
 CK2192  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CK2192
 CK2192  VERT ORDER  -  FIRST     CLASS II
 CK2192
 CK2192.The horizontal coordinates were scaled from a topographic map and have
 CK2192.an estimated accuracy of +/- 6 seconds.
 CK2192
 CK2192.The orthometric height was determined by differential leveling
 CK2192.and adjusted by the National Geodetic Survey in June 1991..
 CK2192
 CK2192.This Tidal Bench Mark is designated as VM 6732
 CK2192.by the Center for Operational Oceanographic Products and Services.
 CK2192
 CK2192.The geoid height was determined by GEOID03.
 CK2192
 CK2192.The dynamic height is computed by dividing the NAVD 88
 CK2192.geopotential number by the normal gravity value computed on the
 CK2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2192.degrees latitude (g = 980.6199 gals.).
 CK2192
 CK2192.The modeled gravity was interpolated from observed gravity values.
 CK2192
 CK2192;                    North         East    Units  Estimated Accuracy
 CK2192;SPC SC       -    83,170.      629,940.      MT  (+/- 180 meters Scaled)
 CK2192
 CK2192                          SUPERSEDED SURVEY CONTROL
 CK2192
 CK2192  NGVD 29 (03/21/89)    5.624  (m)           18.45   (f) ADJUSTED    1 2
 CK2192
 CK2192.Superseded values are not recommended for survey control.
 CK2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2192.See file dsdata.txt to determine how the superseded data were derived.
 CK2192
 CK2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS203050(NAD 83)
 CK2192_MARKER: DJ = TIDAL STATION DISK
 CK2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2192_SP_SET: CONCRETE POST
 CK2192_STAMPING: 7172 B 1982
 CK2192_MARK LOGO: NOS   
 CK2192_PROJECTION: FLUSH
 CK2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2192
 CK2192  HISTORY     - Date     Condition        Report By
 CK2192  HISTORY     - 1982     MONUMENTED       NOS
 CK2192  HISTORY     - 1982     GOOD             SCGS
 CK2192
 CK2192                          STATION DESCRIPTION
 CK2192
 CK2192'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2192'1.9 KM (1.2 MI) SSE FROM SHELDON.
 CK2192'0.2 KILOMETER (0.15 MILE) SOUTH ALONG COUNTY ROAD S-7-292 FROM
 CK2192'THE POST OFFICE IN SHELDON, THENCE 1.8 KILOMETERS (1.1 MILES) SOUTH
 CK2192'ALONG COUNTY ROAD S-7-59, THENCE 0.3 KILOMETER (0.2 MILE) EAST
 CK2192'CROSSING RAILROAD TRACKS TO A FORK, TAKE RIGHT FORK AND CONTINUE
 CK2192'EASTERLY FOR 0.5 KILOMETER (0.3 MILE) TO THE END OF THE ROAD
 CK2192'AND A SINGLE STORY WOOD SIDED HOUSE, SET BY A POWERLINE POLE
 CK2192'NORTH OF HOUSE, 0.6 METER (2.0 FEET) NORTHEAST OF POWER POLE
 CK2192'NUMBER 134-64-5, 4.7 METERS (15.3 FEET) SOUTHWEST OF A GUY
 CK2192'WIRE ANCHOR, 15.5 METERS (51.0 FEET) NORTHEAST OF THE EAST
 CK2192'CORNER OF THE HOUSE, 28.3 METERS (93.0 FEET) EAST SOUTHEAST
 CK2192'OF THE SOUTH CORNER OF THE WORKSHOP, 42.0 METERS (138.0 FEET)
 CK2192'EAST OF BM C.
 CK2192'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2190 ***********************************************************************
 CK2190  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2190  DESIGNATION -  866 7172 C TIDAL
 CK2190  PID         -  CK2190
 CK2190  STATE/COUNTY-  SC/BEAUFORT
 CK2190  USGS QUAD   -  SHELDON (1988)
 CK2190
 CK2190                         *CURRENT SURVEY CONTROL
 CK2190  ___________________________________________________________________
 CK2190* NAD 83(1986)-  32 34 59.     (N)    080 47 03.     (W)     SCALED    
 CK2190* NAVD 88     -         5.290  (meters)      17.36   (feet)  ADJUSTED  
 CK2190  ___________________________________________________________________
 CK2190  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2190  DYNAMIC HT  -           5.284 (meters)      17.34  (feet)  COMP
 CK2190  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CK2190
 CK2190  VERT ORDER  -  FIRST     CLASS II
 CK2190
 CK2190.The horizontal coordinates were scaled from a topographic map and have
 CK2190.an estimated accuracy of +/- 6 seconds.
 CK2190
 CK2190.The orthometric height was determined by differential leveling
 CK2190.and adjusted by the National Geodetic Survey in June 1991..
 CK2190
 CK2190.This Tidal Bench Mark is designated as VM 6733
 CK2190.by the Center for Operational Oceanographic Products and Services.
 CK2190
 CK2190.The geoid height was determined by GEOID03.
 CK2190
 CK2190.The dynamic height is computed by dividing the NAVD 88
 CK2190.geopotential number by the normal gravity value computed on the
 CK2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2190.degrees latitude (g = 980.6199 gals.).
 CK2190
 CK2190.The modeled gravity was interpolated from observed gravity values.
 CK2190
 CK2190;                    North         East    Units  Estimated Accuracy
 CK2190;SPC SC       -    83,170.      629,860.      MT  (+/- 180 meters Scaled)
 CK2190
 CK2190                          SUPERSEDED SURVEY CONTROL
 CK2190
 CK2190  NGVD 29 (03/21/89)    5.571  (m)           18.28   (f) ADJUSTED    1 2
 CK2190
 CK2190.Superseded values are not recommended for survey control.
 CK2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2190.See file dsdata.txt to determine how the superseded data were derived.
 CK2190
 CK2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS202050(NAD 83)
 CK2190_MARKER: DJ = TIDAL STATION DISK
 CK2190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2190_SP_SET: STAINLESS STEEL ROD
 CK2190_STAMPING: 7172 C 1979
 CK2190_MARK LOGO: NOS   
 CK2190_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2190+STABILITY: POSITION/ELEVATION WELL
 CK2190_ROD/PIPE-DEPTH: 9.1  meters
 CK2190
 CK2190  HISTORY     - Date     Condition        Report By
 CK2190  HISTORY     - 1979     MONUMENTED       NOS
 CK2190  HISTORY     - 1982     GOOD             SCGS
 CK2190
 CK2190                          STATION DESCRIPTION
 CK2190
 CK2190'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2190'1.9 KM (1.2 MI) SSE FROM SHELDON.
 CK2190'0.2 KILOMETERS (0.15 MILES) SOUTH ALONG COUNTY ROAD S-7-292,
 CK2190'FROM THE POST OFFICE IN SHELDON, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK2190'SOUTH ALONG COUNTY ROAD S-7-59, THENCE 0.3 KILOMETERS (0.2 MILES)
 CK2190'EAST, CROSSING RAILROAD TRACKS, TO A FORK, TAKE RIGHT FORK AND
 CK2190'CONTINUE EASTERLY FOR 0.5 KILOMETERS (0.3 MILES) TO THE END OF THE
 CK2190'ROAD AND A SINGLE STORY WOOD SIDED HOUSE, 15.2 METERS (49.8 FEET)
 CK2190'SOUTHWEST OF THE SOUTHWEST CORNER OF A WORKSHOP, 11.6 METERS
 CK2190'(37.9 FEET) NORTH OF THE APPROXIMATE CENTER OF THE HOUSE TRAILER,
 CK2190'0.6 METERS (2.0 FEET) NORTHWEST OF POWERLINE POLE NUMBER 258078,
 CK2190'0.4 METERS (1.2 FEET) SOUTHWEST OF THE SOUTHWEST SIDE OF A ROUND
 CK2190'CONCRETE FLOWER POT.
 CK2190'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2188 ***********************************************************************
 CK2188  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2188  DESIGNATION -  866 7172 E TIDAL
 CK2188  PID         -  CK2188
 CK2188  STATE/COUNTY-  SC/BEAUFORT
 CK2188  USGS QUAD   -  SHELDON (1988)
 CK2188
 CK2188                         *CURRENT SURVEY CONTROL
 CK2188  ___________________________________________________________________
 CK2188* NAD 83(1986)-  32 34 59.     (N)    080 47 06.     (W)     SCALED    
 CK2188* NAVD 88     -         7.616  (meters)      24.99   (feet)  ADJUSTED  
 CK2188  ___________________________________________________________________
 CK2188  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2188  DYNAMIC HT  -           7.608 (meters)      24.96  (feet)  COMP
 CK2188  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CK2188
 CK2188  VERT ORDER  -  FIRST     CLASS II
 CK2188
 CK2188.The horizontal coordinates were scaled from a topographic map and have
 CK2188.an estimated accuracy of +/- 6 seconds.
 CK2188
 CK2188.The orthometric height was determined by differential leveling
 CK2188.and adjusted by the National Geodetic Survey in June 1991..
 CK2188
 CK2188.This Tidal Bench Mark is designated as VM 6735
 CK2188.by the Center for Operational Oceanographic Products and Services.
 CK2188
 CK2188.The geoid height was determined by GEOID03.
 CK2188
 CK2188.The dynamic height is computed by dividing the NAVD 88
 CK2188.geopotential number by the normal gravity value computed on the
 CK2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2188.degrees latitude (g = 980.6199 gals.).
 CK2188
 CK2188.The modeled gravity was interpolated from observed gravity values.
 CK2188
 CK2188;                    North         East    Units  Estimated Accuracy
 CK2188;SPC SC       -    83,170.      629,790.      MT  (+/- 180 meters Scaled)
 CK2188
 CK2188                          SUPERSEDED SURVEY CONTROL
 CK2188
 CK2188  NGVD 29 (03/21/89)    7.897  (m)           25.91   (f) ADJUSTED    1 2
 CK2188
 CK2188.Superseded values are not recommended for survey control.
 CK2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2188.See file dsdata.txt to determine how the superseded data were derived.
 CK2188
 CK2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS201050(NAD 83)
 CK2188_MARKER: DJ = TIDAL STATION DISK
 CK2188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2188_SP_SET: STAINLESS STEEL ROD
 CK2188_STAMPING: 7172 E 1979
 CK2188_MARK LOGO: NOS   
 CK2188_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2188+STABILITY: POSITION/ELEVATION WELL
 CK2188_ROD/PIPE-DEPTH: 7.30 meters
 CK2188
 CK2188  HISTORY     - Date     Condition        Report By
 CK2188  HISTORY     - 1979     MONUMENTED       NOS
 CK2188  HISTORY     - 1982     GOOD             SCGS
 CK2188
 CK2188                          STATION DESCRIPTION
 CK2188
 CK2188'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2188'1.9 KM (1.2 MI) SSE FROM SHELDON.
 CK2188'0.2 KILOMETER (0.15 MILE) SOUTH ALONG COUNTY ROAD S-7-292 FROM
 CK2188'THE POST OFFICE IN SHELDON, THENCE 1.8 KILOMETERS (1.1 MILES) SOUTH
 CK2188'ALONG COUNTY ROAD S-7-59, THENCE 0.3 KILOMETER (0.2 MILE) EAST
 CK2188'CROSSING RAILROAD TRACKS TO A FORK, TAKE RIGHT FORK AND CONTINUE
 CK2188'EASTERLY FOR 0.1 KILOMETER (0.05 MILE), SET BY A POWERLINE POLE
 CK2188'ON THE LEFT, 12.5 METERS (40.9 FEET) SOUTHEAST OF THE SOUTHEAST
 CK2188'CORNER OF A CONCRETE BLOCK HOUSE, 4.2 METERS (13.9 FEET) NORTH
 CK2188'OF THE APPROXIMATE CENTER OF THE GRAVEL DRIVE, 1.2 METERS (3.8
 CK2188'FEET) SOUTHWEST OF A POWER POLE, 1.0 METER (3.2 FEET) SOUTH OF A
 CK2188'BARBED WIRE FENCE.
 CK2188'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2191 ***********************************************************************
 CK2191  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2191  DESIGNATION -  866 7172 G TIDAL
 CK2191  PID         -  CK2191
 CK2191  STATE/COUNTY-  SC/BEAUFORT
 CK2191  USGS QUAD   -  SHELDON (1988)
 CK2191
 CK2191                         *CURRENT SURVEY CONTROL
 CK2191  ___________________________________________________________________
 CK2191* NAD 83(1986)-  32 34 59.     (N)    080 47 05.     (W)     SCALED    
 CK2191* NAVD 88     -         6.019  (meters)      19.75   (feet)  ADJUSTED  
 CK2191  ___________________________________________________________________
 CK2191  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2191  DYNAMIC HT  -           6.012 (meters)      19.72  (feet)  COMP
 CK2191  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CK2191
 CK2191  VERT ORDER  -  FIRST     CLASS II
 CK2191
 CK2191.The horizontal coordinates were scaled from a topographic map and have
 CK2191.an estimated accuracy of +/- 6 seconds.
 CK2191
 CK2191.The orthometric height was determined by differential leveling
 CK2191.and adjusted by the National Geodetic Survey in June 1991..
 CK2191
 CK2191.This Tidal Bench Mark is designated as VM 12482
 CK2191.by the Center for Operational Oceanographic Products and Services.
 CK2191
 CK2191.The geoid height was determined by GEOID03.
 CK2191
 CK2191.The dynamic height is computed by dividing the NAVD 88
 CK2191.geopotential number by the normal gravity value computed on the
 CK2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2191.degrees latitude (g = 980.6199 gals.).
 CK2191
 CK2191.The modeled gravity was interpolated from observed gravity values.
 CK2191
 CK2191;                    North         East    Units  Estimated Accuracy
 CK2191;SPC SC       -    83,170.      629,810.      MT  (+/- 180 meters Scaled)
 CK2191
 CK2191                          SUPERSEDED SURVEY CONTROL
 CK2191
 CK2191  NGVD 29 (03/21/89)    6.299  (m)           20.67   (f) ADJUSTED    1 2
 CK2191
 CK2191.Superseded values are not recommended for survey control.
 CK2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2191.See file dsdata.txt to determine how the superseded data were derived.
 CK2191
 CK2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS202050(NAD 83)
 CK2191_MARKER: DB = BENCH MARK DISK
 CK2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2191_SP_SET: CONCRETE POST
 CK2191_STAMPING: 7172 G 1982
 CK2191_MARK LOGO: NOS   
 CK2191_PROJECTION: FLUSH
 CK2191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2191
 CK2191  HISTORY     - Date     Condition        Report By
 CK2191  HISTORY     - 1982     MONUMENTED       NOS
 CK2191  HISTORY     - 1982     GOOD             SCGS
 CK2191
 CK2191                          STATION DESCRIPTION
 CK2191
 CK2191'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2191'1.9 KM (1.2 MI) SSE FROM SHELDON.
 CK2191'0.2 KILOMETERS (0.15 MILES) SOUTH ALONG COUNTY ROAD S-7-292,
 CK2191'FROM THE POST OFFICE IN SHELDON, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK2191'SOUTH ALONG COUNTY ROAD S-7-59,
 CK2191'THENCE 0.2 KILOMETERS (0.2 MILES) EAST, CROSSING RAILROAD TRACKS,
 CK2191'TO A FORK, TAKE RIGHT FORK AND CONTINUE EASTERLY FOR 0.5 KILOMETERS
 CK2191'(0.3 MILES) TO THE END OF THE ROAD AND A SINGLE STORY WOOD SIDED
 CK2191'HOUSE, SET BY THE GATE POST OF A METAL GATE JUST BEFORE REACHING
 CK2191'A HOUSE TRAILER ON THE LEFT, 1.4 METERS (4.5 FEET) WEST NORTHWEST
 CK2191'OF A 4 FOOT HIGH 12 INCH SQUARE GATE POST, 2.0 METERS (6.5 FEET)
 CK2191'SOUTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 25.3 METERS
 CK2191'(83.0 FEET) SOUTHWEST OF THE CONCRETE STEPS LEADING TO THE TRAILER,
 CK2191'103.3 METERS (339.0 FEET) EAST OF BM E.
 CK2191'THE MARK IS 0.1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2513 ***********************************************************************
 CK2513  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2513  DESIGNATION -  866 7178 C TIDAL
 CK2513  PID         -  CK2513
 CK2513  STATE/COUNTY-  SC/CHARLESTON
 CK2513  USGS QUAD   -  ROCKVILLE (1971)
 CK2513
 CK2513                         *CURRENT SURVEY CONTROL
 CK2513  ___________________________________________________________________
 CK2513* NAD 83(1986)-  32 35 03.     (N)    080 13 37.     (W)     SCALED    
 CK2513* NAVD 88     -         1.306  (meters)       4.28   (feet)  ADJUSTED  
 CK2513  ___________________________________________________________________
 CK2513  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 CK2513  DYNAMIC HT  -           1.305 (meters)       4.28  (feet)  COMP
 CK2513  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 CK2513
 CK2513  VERT ORDER  -  FIRST     CLASS II
 CK2513
 CK2513.The horizontal coordinates were scaled from a topographic map and have
 CK2513.an estimated accuracy of +/- 6 seconds.
 CK2513
 CK2513.The orthometric height was determined by differential leveling
 CK2513.and adjusted by the National Geodetic Survey in June 1991..
 CK2513
 CK2513.This Tidal Bench Mark is designated as VM 11315
 CK2513.by the Center for Operational Oceanographic Products and Services.
 CK2513
 CK2513.The geoid height was determined by GEOID03.
 CK2513
 CK2513.The dynamic height is computed by dividing the NAVD 88
 CK2513.geopotential number by the normal gravity value computed on the
 CK2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2513.degrees latitude (g = 980.6199 gals.).
 CK2513
 CK2513.The modeled gravity was interpolated from observed gravity values.
 CK2513
 CK2513;                    North         East    Units  Estimated Accuracy
 CK2513;SPC SC       -    83,540.      682,180.      MT  (+/- 180 meters Scaled)
 CK2513
 CK2513                          SUPERSEDED SURVEY CONTROL
 CK2513
 CK2513  NGVD 29 (03/21/89)    1.597  (m)            5.24   (f) ADJUSTED    1 2
 CK2513
 CK2513.Superseded values are not recommended for survey control.
 CK2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2513.See file dsdata.txt to determine how the superseded data were derived.
 CK2513
 CK2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS725054(NAD 83)
 CK2513_MARKER: DJ = TIDAL STATION DISK
 CK2513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2513_SP_SET: STAINLESS STEEL ROD
 CK2513_STAMPING: 7178 C 1977
 CK2513_MARK LOGO: NOS   
 CK2513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2513
 CK2513  HISTORY     - Date     Condition        Report By
 CK2513  HISTORY     - 1977     MONUMENTED       NOS
 CK2513  HISTORY     - 1984     GOOD             SCGS
 CK2513
 CK2513                          STATION DESCRIPTION
 CK2513
 CK2513'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2513'IN EDISTO ISLAND.
 CK2513'2.9 KILOMETERS (1.8 MILES) NORTHEAST ALONG COUNTY ROAD S-10-1452 FROM
 CK2513'THE EDISTO ISLAND POST OFFICE TO THE END OF PAVEMENT, CONTINUE AHEAD
 CK2513'FOR 1.05 KILOMETERS (0.65 MILES) NORTHEAST ALONG A SAND ROAD TO A ROAD
 CK2513'RIGHT, CONTINUE AHEAD FOR 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG THE
 CK2513'SAND ROAD THAT PASSES AN OLD RUN DOWN HOUSE UP TO A PIPE GATE, TURN
 CK2513'LEFT FOR 0.1 KILOMETER (0.05 MILE) ALONG THE EDGE OF A FIELD, THENCE
 CK2513'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG A DIRT ROAD THAT GOES DOWN
 CK2513'THE MIDDLE OF A TOMATOE FIELD TO A TEE-INTERSECTION, TURN RIGHT FOR
 CK2513'0.1 KILOMETER (0.05 MILE) ALONG THE DIRT ROAD UP TO A TIN SHED,
 CK2513'CONTINUE AHEAD FOR 0.5 KILOMETER (0.3 MILE) ALONG THE DIRT ROAD THAT
 CK2513'GOES DOWN THE MIDDLE OF A FIELD, SET BETWEEN THE HIGH WATER LINE AND
 CK2513'THE SHORE, 28.7 METERS (94.3 FEET) SOUTH-SOUTHEAST OF 866 7178 D
 CK2513'TIDAL, 2.1 METERS (7.0 FEET) SOUTH-SOUTHEAST OF THE HIGH WATER LINE,
 CK2513'6.8 METERS (22.2 FEET) NORTHEAST OF A 8-INCH BENT OAK TREE,
 CK2513'20.1 METERS (65.8 FEET) SOUTHWEST OF A 24-INCH PALMETTO TREE.
 CK2513'NOTE--NO DATA WERE ABAILABLE TO FIND OUT THE DEPTH OF THIS ROD WHICH
 CK2513'PROJECTS 15 CM ABOVE THE GROUND.
 CK2513'THE MARK IS 1.30 METERS  ENE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2514 ***********************************************************************
 CK2514  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2514  DESIGNATION -  866 7178 D TIDAL
 CK2514  PID         -  CK2514
 CK2514  STATE/COUNTY-  SC/CHARLESTON
 CK2514  USGS QUAD   -  ROCKVILLE (1971)
 CK2514
 CK2514                         *CURRENT SURVEY CONTROL
 CK2514  ___________________________________________________________________
 CK2514* NAD 83(1986)-  32 35 03.     (N)    080 13 37.     (W)     SCALED    
 CK2514* NAVD 88     -         1.258  (meters)       4.13   (feet)  ADJUSTED  
 CK2514  ___________________________________________________________________
 CK2514  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 CK2514  DYNAMIC HT  -           1.257 (meters)       4.12  (feet)  COMP
 CK2514  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 CK2514
 CK2514  VERT ORDER  -  FIRST     CLASS II
 CK2514
 CK2514.The horizontal coordinates were scaled from a topographic map and have
 CK2514.an estimated accuracy of +/- 6 seconds.
 CK2514
 CK2514.The orthometric height was determined by differential leveling
 CK2514.and adjusted by the National Geodetic Survey in June 1991..
 CK2514
 CK2514.This Tidal Bench Mark is designated as VM 11316
 CK2514.by the Center for Operational Oceanographic Products and Services.
 CK2514
 CK2514.The geoid height was determined by GEOID03.
 CK2514
 CK2514.The dynamic height is computed by dividing the NAVD 88
 CK2514.geopotential number by the normal gravity value computed on the
 CK2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2514.degrees latitude (g = 980.6199 gals.).
 CK2514
 CK2514.The modeled gravity was interpolated from observed gravity values.
 CK2514
 CK2514;                    North         East    Units  Estimated Accuracy
 CK2514;SPC SC       -    83,540.      682,180.      MT  (+/- 180 meters Scaled)
 CK2514
 CK2514                          SUPERSEDED SURVEY CONTROL
 CK2514
 CK2514  NGVD 29 (03/21/89)    1.549  (m)            5.08   (f) ADJUSTED    1 2
 CK2514
 CK2514.Superseded values are not recommended for survey control.
 CK2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2514.See file dsdata.txt to determine how the superseded data were derived.
 CK2514
 CK2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS725054(NAD 83)
 CK2514_MARKER: DJ = TIDAL STATION DISK
 CK2514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2514_SP_SET: STAINLESS STEEL ROD
 CK2514_STAMPING: 7178 D 1977
 CK2514_MARK LOGO: NOS   
 CK2514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2514
 CK2514  HISTORY     - Date     Condition        Report By
 CK2514  HISTORY     - 1977     MONUMENTED       NOS
 CK2514  HISTORY     - 1984     GOOD             SCGS
 CK2514
 CK2514                          STATION DESCRIPTION
 CK2514
 CK2514'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2514'IN EDISTO ISLAND.
 CK2514'2.9 KILOMETERS (1.8 MILES) NORTHEAST ALONG COUNTY ROAD S-10-1452 FROM
 CK2514'THE EDISTO ISLAND POST OFFICE TO THE END OF PAVEMENT, CONTINUE AHEAD
 CK2514'FOR 1.05 KILOMETERS (0.65 MILE) NORTHEAST ALONG A SAND ROAD TO A ROAD
 CK2514'RIGHT, CONTINUE AHEAD FOR 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG THE
 CK2514'SAND ROAD THAT PASSES AN OLD RUN DOWN HOUSE UP TO A PIPE GATE, TURN
 CK2514'LEFT FOR 0.1 KILOMETER (0.05 MILE) ALONG THE EDGE OF A FIELD, THENCE
 CK2514'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG A DIRT ROAD THAT GOES DOWN
 CK2514'THE MIDDLE OF A TOMATOE FIELD TO A TEE-INTERSECTION, TURN RIGHT FOR
 CK2514'0.1 KILOMETER (0.05 MILE) ALONG THE DIRT ROAD UP TO A TIN SHED,
 CK2514'CONTINUE AHEAD FOR 0.5 KILOMETER (0.3 MILE) ALONG THE DIRT ROAD THAT
 CK2514'GOES DOWN THE MIDDLE OF A FIELD, SET AT THE HIGH WATER LINE,
 CK2514'28.3 METERS (92.8 FEET) SOUTH-SOUTHEAST OF 866 7178 E TIDAL,
 CK2514'13.2 METERS (43.3 FEET) SOUTHEAST OF A CLUSTER OF 3 LIVE OAK TREES,
 CK2514'2.5 METERS (8.3 FEET) EAST-NORTHEAST OF THE APPROXIMATE EDGE OF THE
 CK2514'GRASS LINE AND THE BEACH, 10.4 METERS (34.0 FEET) NORTH OF A LONE
 CK2514'24-INCH PALMETTO TREE.  NOTE--NO DATA WERE AVAILABE TO FIND OUT THE
 CK2514'DEPTH OF THIS ROD WHICH PROJECTS 25 CM ABOVE THE GROUND.
 CK2514'THE MARK IS 0.30 M BELOW FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2515 ***********************************************************************
 CK2515  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2515  DESIGNATION -  866 7178 E TIDAL
 CK2515  PID         -  CK2515
 CK2515  STATE/COUNTY-  SC/CHARLESTON
 CK2515  USGS QUAD   -  ROCKVILLE (1971)
 CK2515
 CK2515                         *CURRENT SURVEY CONTROL
 CK2515  ___________________________________________________________________
 CK2515* NAD 83(1986)-  32 35 03.     (N)    080 13 37.     (W)     SCALED    
 CK2515* NAVD 88     -         1.352  (meters)       4.44   (feet)  ADJUSTED  
 CK2515  ___________________________________________________________________
 CK2515  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 CK2515  DYNAMIC HT  -           1.350 (meters)       4.43  (feet)  COMP
 CK2515  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 CK2515
 CK2515  VERT ORDER  -  FIRST     CLASS II
 CK2515
 CK2515.The horizontal coordinates were scaled from a topographic map and have
 CK2515.an estimated accuracy of +/- 6 seconds.
 CK2515
 CK2515.The orthometric height was determined by differential leveling
 CK2515.and adjusted by the National Geodetic Survey in June 1991..
 CK2515
 CK2515.This Tidal Bench Mark is designated as VM 11317
 CK2515.by the Center for Operational Oceanographic Products and Services.
 CK2515
 CK2515.The geoid height was determined by GEOID03.
 CK2515
 CK2515.The dynamic height is computed by dividing the NAVD 88
 CK2515.geopotential number by the normal gravity value computed on the
 CK2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2515.degrees latitude (g = 980.6199 gals.).
 CK2515
 CK2515.The modeled gravity was interpolated from observed gravity values.
 CK2515
 CK2515;                    North         East    Units  Estimated Accuracy
 CK2515;SPC SC       -    83,540.      682,180.      MT  (+/- 180 meters Scaled)
 CK2515
 CK2515                          SUPERSEDED SURVEY CONTROL
 CK2515
 CK2515  NGVD 29 (03/21/89)    1.643  (m)            5.39   (f) ADJUSTED    1 2
 CK2515
 CK2515.Superseded values are not recommended for survey control.
 CK2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2515.See file dsdata.txt to determine how the superseded data were derived.
 CK2515
 CK2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS725054(NAD 83)
 CK2515_MARKER: DJ = TIDAL STATION DISK
 CK2515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2515_SP_SET: STAINLESS STEEL ROD
 CK2515_STAMPING: 7178 E 1977
 CK2515_MARK LOGO: NOS   
 CK2515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2515
 CK2515  HISTORY     - Date     Condition        Report By
 CK2515  HISTORY     - 1977     MONUMENTED       NOS
 CK2515  HISTORY     - 1984     GOOD             SCGS
 CK2515
 CK2515                          STATION DESCRIPTION
 CK2515
 CK2515'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2515'IN EDISTO ISLAND.
 CK2515'2.9 KILOMETERS (1.8 MILES) NORTHEAST ALONG COUNTY ROAD S-10-1452 FROM
 CK2515'THE EDISTO ISLAND POST OFFICE TO THE END OF PAVEMENT, CONTINUE AHEAD
 CK2515'FOR 1.05 KILOMETERS (0.65 MILE) NORTHEAST ALONG A SAND ROAD TO ROAD
 CK2515'RIGHT, CONTINUE AHEAD FOR 0.6 KILOMETER (0.4 MILE) NORTHEAST ALONG THE
 CK2515'SAND ROAD THAT PASSES AN OLD RUN DOWN HOUSE UP TO A PIPE GATE, TURN
 CK2515'LEFT FOR 0.1 KILOMETER (0.05 MILE) ALONG THE EDGE OF A FIELD, THENCE
 CK2515'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG A DIRT ROAD THAT GOES DOWN
 CK2515'THE MIDDLE OF A TOMATOE FIELD TO A TEE-INTERSECTION, TURN RIGHT FOR
 CK2515'0.1 KILOMETER (0.05 MILE) ALONG THE DIRT ROAD UP TO A TIN SHED,
 CK2515'CONTINUE AHEAD FOR 0.5 KILOMETER (0.3 MILE) ALONG THE DIRT ROAD THAT
 CK2515'GOES DOWN THE MIDDLE OF A FIELD, SET AT THE HIGH WATER LINE,
 CK2515'19.7 METERS (64.6 FEET) SOUTH-SOUTHEAST OF A LONE 70-INCH OAK TREE,
 CK2515'16.3 METERS (53.5 FEET) NORTH OF A CLUSTER OF 3 LIVE OAK TREES,
 CK2515'16.0 METERS (52.6 FEET) EAST OF A LONE 12-INCH PALMETTO TREE,
 CK2515'2.1 METERS (7.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE EDGE OF THE
 CK2515'GRASS AND THE BEACH LINE, NOTE--NO DATA WERE AVAILABLE TO FIND OUT THE
 CK2515'DEPTH OF THIS ROD WHICH PROJECTS 25 CM ABOVE THE GROUND.
 CK2515'THE MARK IS 0.90 METERS  E FROM A WITNESS POST.
 CK2515'THE MARK IS 0.30 M BELOW FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2261 ***********************************************************************
 CK2261  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2261  DESIGNATION -  866 7199 A TIDAL
 CK2261  PID         -  CK2261
 CK2261  STATE/COUNTY-  SC/BEAUFORT
 CK2261  USGS QUAD   -  DALE (1988)
 CK2261
 CK2261                         *CURRENT SURVEY CONTROL
 CK2261  ___________________________________________________________________
 CK2261* NAD 83(1986)-  32 34 39.     (N)    080 40 12.     (W)     SCALED    
 CK2261* NAVD 88     -         4.670  (meters)      15.32   (feet)  ADJUSTED  
 CK2261  ___________________________________________________________________
 CK2261  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2261  DYNAMIC HT  -           4.665 (meters)      15.31  (feet)  COMP
 CK2261  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 CK2261
 CK2261  VERT ORDER  -  FIRST     CLASS II
 CK2261
 CK2261.The horizontal coordinates were scaled from a topographic map and have
 CK2261.an estimated accuracy of +/- 6 seconds.
 CK2261
 CK2261.The orthometric height was determined by differential leveling
 CK2261.and adjusted by the National Geodetic Survey in June 1991..
 CK2261
 CK2261.This Tidal Bench Mark is designated as VM 11641
 CK2261.by the Center for Operational Oceanographic Products and Services.
 CK2261
 CK2261.The geoid height was determined by GEOID03.
 CK2261
 CK2261.The dynamic height is computed by dividing the NAVD 88
 CK2261.geopotential number by the normal gravity value computed on the
 CK2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2261.degrees latitude (g = 980.6199 gals.).
 CK2261
 CK2261.The modeled gravity was interpolated from observed gravity values.
 CK2261
 CK2261;                    North         East    Units  Estimated Accuracy
 CK2261;SPC SC       -    82,580.      640,590.      MT  (+/- 180 meters Scaled)
 CK2261
 CK2261                          SUPERSEDED SURVEY CONTROL
 CK2261
 CK2261  NGVD 29 (03/21/89)    4.950  (m)           16.24   (f) ADJUSTED    1 2
 CK2261
 CK2261.Superseded values are not recommended for survey control.
 CK2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2261.See file dsdata.txt to determine how the superseded data were derived.
 CK2261
 CK2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS309044(NAD 83)
 CK2261_MARKER: DJ = TIDAL STATION DISK
 CK2261_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK2261_SP_SET: IN ABUTMENT OF DOCK
 CK2261_STAMPING: 7199 A 1977
 CK2261_MARK LOGO: NOS   
 CK2261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2261+STABILITY: POSITION/ELEVATION WELL
 CK2261
 CK2261  HISTORY     - Date     Condition        Report By
 CK2261  HISTORY     - 1977     MONUMENTED       NOS
 CK2261  HISTORY     - 1982     GOOD             SCGS
 CK2261  HISTORY     - 20020619 POOR             USPSQD
 CK2261  HISTORY     - 20050705 MARK NOT FOUND   SCGS
 CK2261
 CK2261                          STATION DESCRIPTION
 CK2261
 CK2261'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2261'3.2 KM (2.0 MI) NE FROM DALE.
 CK2261'1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD S 7 43 FROM
 CK2261'THE POST OFFICE IN DALE, THENCE 2.4 KILOMETERS (1.5 MILES) EAST
 CK2261'ALONG A SAND ROAD LEADING TO THE BEAUFORT COUNTY BOAT RAMP
 CK2261'(PARKING LOT), SET IN THE NORTHWEST ABUTMENT WALL OF THE DOCK.
 CK2261'THE MARK IS 0.40 M ABOVE AREA.
 CK2261
 CK2261                          STATION RECOVERY (2002)
 CK2261
 CK2261'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2261'POOR CONDITION.  DISC IS GONE AND STEM REMAINS.  COULD BE USED FOR
 CK2261'GPS.
 CK2261
 CK2261                          STATION RECOVERY (2005)
 CK2261
 CK2261'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2261'DRILL MARK AND STEM WAS FOUND WITHOUT DISK, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2260 ***********************************************************************
 CK2260  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2260  DESIGNATION -  866 7199 B TIDAL
 CK2260  PID         -  CK2260
 CK2260  STATE/COUNTY-  SC/BEAUFORT
 CK2260  USGS QUAD   -  DALE (1988)
 CK2260
 CK2260                         *CURRENT SURVEY CONTROL
 CK2260  ___________________________________________________________________
 CK2260* NAD 83(1986)-  32 34 41.     (N)    080 40 13.     (W)     SCALED    
 CK2260* NAVD 88     -         1.849  (meters)       6.07   (feet)  ADJUSTED  
 CK2260  ___________________________________________________________________
 CK2260  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2260  DYNAMIC HT  -           1.847 (meters)       6.06  (feet)  COMP
 CK2260  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 CK2260
 CK2260  VERT ORDER  -  FIRST     CLASS II
 CK2260
 CK2260.The horizontal coordinates were scaled from a topographic map and have
 CK2260.an estimated accuracy of +/- 6 seconds.
 CK2260
 CK2260.The orthometric height was determined by differential leveling
 CK2260.and adjusted by the National Geodetic Survey in June 1991..
 CK2260
 CK2260.This Tidal Bench Mark is designated as VM 11642
 CK2260.by the Center for Operational Oceanographic Products and Services.
 CK2260
 CK2260.The geoid height was determined by GEOID03.
 CK2260
 CK2260.The dynamic height is computed by dividing the NAVD 88
 CK2260.geopotential number by the normal gravity value computed on the
 CK2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2260.degrees latitude (g = 980.6199 gals.).
 CK2260
 CK2260.The modeled gravity was interpolated from observed gravity values.
 CK2260
 CK2260;                    North         East    Units  Estimated Accuracy
 CK2260;SPC SC       -    82,640.      640,560.      MT  (+/- 180 meters Scaled)
 CK2260
 CK2260                          SUPERSEDED SURVEY CONTROL
 CK2260
 CK2260  NGVD 29 (03/21/89)    2.129  (m)            6.98   (f) ADJUSTED    1 2
 CK2260
 CK2260.Superseded values are not recommended for survey control.
 CK2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2260.See file dsdata.txt to determine how the superseded data were derived.
 CK2260
 CK2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS309045(NAD 83)
 CK2260_MARKER: DJ = TIDAL STATION DISK
 CK2260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2260_SP_SET: STAINLESS STEEL ROD
 CK2260_STAMPING: 7199 B 1977
 CK2260_MARK LOGO: NOS   
 CK2260_PROJECTION: FLUSH
 CK2260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2260+STABILITY: POSITION/ELEVATION WELL
 CK2260_ROD/PIPE-DEPTH: 11.3 meters
 CK2260
 CK2260  HISTORY     - Date     Condition        Report By
 CK2260  HISTORY     - 1977     MONUMENTED       NOS
 CK2260  HISTORY     - 1982     GOOD             SCGS
 CK2260  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 CK2260  HISTORY     - 20050705 MARK NOT FOUND   SCGS
 CK2260
 CK2260                          STATION DESCRIPTION
 CK2260
 CK2260'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2260'3.2 KM (2.0 MI) NE FROM DALE.
 CK2260'1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD S 7 43 FROM
 CK2260'THE POST OFFICE IN DALE, THENCE 2.4 KILOMETERS (1.5 MILES) EAST
 CK2260'ALONG A SAND ROAD LEADING TO THE BEAUFORT COUNTY RAMP (PARKING
 CK2260'LOT), SET ON THE SOUTH SIDE AT THE END OF THE PARKING LOT NEAR
 CK2260'A CEMENT STAIRWAY LEADING TO THE TOP OF THE DIKE, 15.5 METERS
 CK2260'(51.0 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 CK2260'BOAT RAMP, 8.2 METERS (27.0 FEET) WEST SOUTHWEST OF THE EDGE OF
 CK2260'THE RIVER, 4.4 METERS (14.7 FEET) NORTHWEST OF A POWER POLE WITH
 CK2260'A YARD LIGHT, 4.0 METERS (13.4 FEET) NORTH OF THE CENTER OF THE
 CK2260'BOTTOM STEP.
 CK2260'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2260
 CK2260                          STATION RECOVERY (2002)
 CK2260
 CK2260'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2260'NOT FOUND.  SEARCHED N OF PP WITH LIGHT WITH MICRONTA 4001.
 CK2260
 CK2260                          STATION RECOVERY (2005)
 CK2260
 CK2260'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2260'KICK BLOCK AND ROD WERE RECOVERED WITHOUT DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2259 ***********************************************************************
 CK2259  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2259  DESIGNATION -  866 7199 C TIDAL
 CK2259  PID         -  CK2259
 CK2259  STATE/COUNTY-  SC/BEAUFORT
 CK2259  USGS QUAD   -  DALE (1988)
 CK2259
 CK2259                         *CURRENT SURVEY CONTROL
 CK2259  ___________________________________________________________________
 CK2259* NAD 83(1986)-  32 34 43.     (N)    080 40 16.     (W)     SCALED    
 CK2259* NAVD 88     -         1.130  (meters)       3.71   (feet)  ADJUSTED  
 CK2259  ___________________________________________________________________
 CK2259  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2259  DYNAMIC HT  -           1.129 (meters)       3.70  (feet)  COMP
 CK2259  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 CK2259
 CK2259  VERT ORDER  -  FIRST     CLASS II
 CK2259
 CK2259.The horizontal coordinates were scaled from a topographic map and have
 CK2259.an estimated accuracy of +/- 6 seconds.
 CK2259
 CK2259.The orthometric height was determined by differential leveling
 CK2259.and adjusted by the National Geodetic Survey in June 1991..
 CK2259
 CK2259.This Tidal Bench Mark is designated as VM 11643
 CK2259.by the Center for Operational Oceanographic Products and Services.
 CK2259
 CK2259.The geoid height was determined by GEOID03.
 CK2259
 CK2259.The dynamic height is computed by dividing the NAVD 88
 CK2259.geopotential number by the normal gravity value computed on the
 CK2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2259.degrees latitude (g = 980.6199 gals.).
 CK2259
 CK2259.The modeled gravity was interpolated from observed gravity values.
 CK2259
 CK2259;                    North         East    Units  Estimated Accuracy
 CK2259;SPC SC       -    82,700.      640,480.      MT  (+/- 180 meters Scaled)
 CK2259
 CK2259                          SUPERSEDED SURVEY CONTROL
 CK2259
 CK2259  NGVD 29 (03/21/89)    1.410  (m)            4.63   (f) ADJUSTED    1 2
 CK2259
 CK2259.Superseded values are not recommended for survey control.
 CK2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2259.See file dsdata.txt to determine how the superseded data were derived.
 CK2259
 CK2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS308046(NAD 83)
 CK2259_MARKER: DJ = TIDAL STATION DISK
 CK2259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2259_SP_SET: STAINLESS STEEL ROD
 CK2259_STAMPING: 7199 C 1977
 CK2259_MARK LOGO: NOS   
 CK2259_PROJECTION: FLUSH
 CK2259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2259+STABILITY: POSITION/ELEVATION WELL
 CK2259_ROD/PIPE-DEPTH: 11.3 meters
 CK2259
 CK2259  HISTORY     - Date     Condition        Report By
 CK2259  HISTORY     - 1977     MONUMENTED       NOS
 CK2259  HISTORY     - 1982     GOOD             SCGS
 CK2259  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 CK2259  HISTORY     - 20050705 MARK NOT FOUND   SCGS
 CK2259
 CK2259                          STATION DESCRIPTION
 CK2259
 CK2259'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2259'3.2 KM (2.0 MI) NE FROM DALE.
 CK2259'1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD S 7 43 FROM
 CK2259'THE POST OFFICE IN DALE, THENCE 2.4 KILOMETERS (1.5 MILES) EAST
 CK2259'ALONG A SAND ROAD LEADING TO THE BEAUFORT COUNTY BOAT RAMP
 CK2259'(PARKING LOT), SET ON THE NORTH SIDE OF THE PARKING LOT AT THE
 CK2259'EDGE OF THE SWAMP, 44.4 METERS (145.8 FEET) NORTHEAST OF TIDAL
 CK2259'MARK 7199 D 1977, 10.6 METERS (35.0 FEET) NORTH NORTHWEST OF THE
 CK2259'APPROXIMATE CENTER OF THE PARKING LOT, 30.4 METERS (100.0 FEET)
 CK2259'WEST SOUTHWEST OF THE WEST BANK OF THE RIVER.
 CK2259'THE MARK IS 0.40 METERS  SSE FROM A WITNESS POST.
 CK2259'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2259
 CK2259                          STATION RECOVERY (2002)
 CK2259
 CK2259'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2259'NOT FOUND.  SEARCHED N OF PARKING LOT WITH MICRONTA 4001.  NO WP HERE.
 CK2259' 
 CK2259
 CK2259                          STATION RECOVERY (2005)
 CK2259
 CK2259'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2259'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2262 ***********************************************************************
 CK2262  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2262  DESIGNATION -  866 7199 D TIDAL
 CK2262  PID         -  CK2262
 CK2262  STATE/COUNTY-  SC/BEAUFORT
 CK2262  USGS QUAD   -  DALE (1988)
 CK2262
 CK2262                         *CURRENT SURVEY CONTROL
 CK2262  ___________________________________________________________________
 CK2262* NAD 83(1986)-  32 34 40.     (N)    080 40 16.     (W)     SCALED    
 CK2262* NAVD 88     -         1.407  (meters)       4.62   (feet)  ADJUSTED  
 CK2262  ___________________________________________________________________
 CK2262  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2262  DYNAMIC HT  -           1.405 (meters)       4.61  (feet)  COMP
 CK2262  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 CK2262
 CK2262  VERT ORDER  -  FIRST     CLASS II
 CK2262
 CK2262.The horizontal coordinates were scaled from a topographic map and have
 CK2262.an estimated accuracy of +/- 6 seconds.
 CK2262
 CK2262.The orthometric height was determined by differential leveling
 CK2262.and adjusted by the National Geodetic Survey in June 1991..
 CK2262
 CK2262.This Tidal Bench Mark is designated as VM 11644
 CK2262.by the Center for Operational Oceanographic Products and Services.
 CK2262
 CK2262.The geoid height was determined by GEOID03.
 CK2262
 CK2262.The dynamic height is computed by dividing the NAVD 88
 CK2262.geopotential number by the normal gravity value computed on the
 CK2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2262.degrees latitude (g = 980.6199 gals.).
 CK2262
 CK2262.The modeled gravity was interpolated from observed gravity values.
 CK2262
 CK2262;                    North         East    Units  Estimated Accuracy
 CK2262;SPC SC       -    82,610.      640,480.      MT  (+/- 180 meters Scaled)
 CK2262
 CK2262                          SUPERSEDED SURVEY CONTROL
 CK2262
 CK2262  NGVD 29 (03/21/89)    1.687  (m)            5.53   (f) ADJUSTED    1 2
 CK2262
 CK2262.Superseded values are not recommended for survey control.
 CK2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2262.See file dsdata.txt to determine how the superseded data were derived.
 CK2262
 CK2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS308045(NAD 83)
 CK2262_MARKER: DJ = TIDAL STATION DISK
 CK2262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2262_SP_SET: STAINLESS STEEL ROD
 CK2262_STAMPING: 7199 D 1977
 CK2262_MARK LOGO: NOS   
 CK2262_PROJECTION: FLUSH
 CK2262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2262+STABILITY: POSITION/ELEVATION WELL
 CK2262_ROD/PIPE-DEPTH: 7.0  meters
 CK2262
 CK2262  HISTORY     - Date     Condition        Report By
 CK2262  HISTORY     - 1977     MONUMENTED       NOS
 CK2262  HISTORY     - 1982     GOOD             SCGS
 CK2262  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 CK2262  HISTORY     - 20050705 MARK NOT FOUND   SCGS
 CK2262
 CK2262                          STATION DESCRIPTION
 CK2262
 CK2262'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2262'3.2 KM (2.0 MI) NE FROM DALE.
 CK2262'1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD S 7 43 FROM
 CK2262'THE POST OFFICE IN DALE, THENCE 2.4 KILOMETERS (1.5 MILES) EAST
 CK2262'ALONG A SAND ROAD LEADING TO THE BEAUFORT COUNTY BOAT RAMP
 CK2262'PARKING LOT, SET IN THE SOUTHWEST CORNER OF THE PARKING LOT NEAR A
 CK2262'POWER POLE AND THE BRUSH LINE, 18.3 METERS (60.5 FEET) SOUTH
 CK2262'SOUTHEAST OF THE APPROXIMATE CENTER OF A SAND ROAD LEADING TO THE
 CK2262'BOAT RAMP, 3.0 METERS (10.0 FEET) NORTHEAST OF OF A POWER POLE,
 CK2262'3.7 METERS (12.0 FEET) NORTHEAST OF A POWER POLE, 44.4 METERS
 CK2262'(145.8 FEET) SOUTHWEST OF TIDAL MARK 7199 C 1977.
 CK2262'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 CK2262'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2262
 CK2262                          STATION RECOVERY (2002)
 CK2262
 CK2262'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2262'NOT FOUND.  SEARCHED SE OF SAND ROAD WITH MICRONTA 4001.  NO WP HERE.
 CK2262
 CK2262                          STATION RECOVERY (2005)
 CK2262
 CK2262'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2262'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2258 ***********************************************************************
 CK2258  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2258  DESIGNATION -  866 7199 F TIDAL
 CK2258  PID         -  CK2258
 CK2258  STATE/COUNTY-  SC/BEAUFORT
 CK2258  USGS QUAD   -  DALE (1988)
 CK2258
 CK2258                         *CURRENT SURVEY CONTROL
 CK2258  ___________________________________________________________________
 CK2258* NAD 83(1986)-  32 34 39.     (N)    080 40 22.     (W)     SCALED    
 CK2258* NAVD 88     -         1.191  (meters)       3.91   (feet)  ADJUSTED  
 CK2258  ___________________________________________________________________
 CK2258  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2258  DYNAMIC HT  -           1.189 (meters)       3.90  (feet)  COMP
 CK2258  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 CK2258
 CK2258  VERT ORDER  -  FIRST     CLASS II
 CK2258
 CK2258.The horizontal coordinates were scaled from a topographic map and have
 CK2258.an estimated accuracy of +/- 6 seconds.
 CK2258
 CK2258.The orthometric height was determined by differential leveling
 CK2258.and adjusted by the National Geodetic Survey in June 1991..
 CK2258
 CK2258.This Tidal Bench Mark is designated as VM 11645
 CK2258.by the Center for Operational Oceanographic Products and Services.
 CK2258
 CK2258.The geoid height was determined by GEOID03.
 CK2258
 CK2258.The dynamic height is computed by dividing the NAVD 88
 CK2258.geopotential number by the normal gravity value computed on the
 CK2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2258.degrees latitude (g = 980.6199 gals.).
 CK2258
 CK2258.The modeled gravity was interpolated from observed gravity values.
 CK2258
 CK2258;                    North         East    Units  Estimated Accuracy
 CK2258;SPC SC       -    82,580.      640,320.      MT  (+/- 180 meters Scaled)
 CK2258
 CK2258                          SUPERSEDED SURVEY CONTROL
 CK2258
 CK2258  NGVD 29 (03/21/89)    1.470  (m)            4.82   (f) ADJUSTED    1 2
 CK2258
 CK2258.Superseded values are not recommended for survey control.
 CK2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2258.See file dsdata.txt to determine how the superseded data were derived.
 CK2258
 CK2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS307044(NAD 83)
 CK2258_MARKER: DJ = TIDAL STATION DISK
 CK2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2258_SP_SET: CONCRETE POST
 CK2258_STAMPING: 7199 F 1982
 CK2258_MARK LOGO: NOS   
 CK2258_PROJECTION: FLUSH
 CK2258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2258
 CK2258  HISTORY     - Date     Condition        Report By
 CK2258  HISTORY     - 1982     MONUMENTED       NOS
 CK2258  HISTORY     - 1982     GOOD             SCGS
 CK2258  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 CK2258  HISTORY     - 20050705 MARK NOT FOUND   SCGS
 CK2258
 CK2258                          STATION DESCRIPTION
 CK2258
 CK2258'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2258'3.2 KM (2.0 MI) NE FROM DALE.
 CK2258'1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD S 7 43 FROM
 CK2258'THE POST OFFICE IN DALE, THENCE 2.4 KILOMETERS (1.5 MILES) EAST
 CK2258'ALONG A SAND ROAD LEADING TO THE BOAT RAMP ON THE SOUTH SIDE OF
 CK2258'THE ROAD, 6.1 METERS (20.0 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE
 CK2258'CENTER OF THE SAND ROAD LEADING TO THE BOAT RAMP, 3.9 METERS
 CK2258'(13.0 FEET) WEST OF A 10 INCH PINE TREE, 2.7 METERS (9.0 FEET)
 CK2258'NORTH NORTHWEST OF THE TRENCH.
 CK2258'THE MARK IS 0.8 METERS  NNW FROM A WITNESS POST.
 CK2258'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2258
 CK2258                          STATION RECOVERY (2002)
 CK2258
 CK2258'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2258'NOT FOUND.  SEARCHED SE OF SAND ROAD WITH MICRONTA 4001.  NO WP HERE.
 CK2258
 CK2258                          STATION RECOVERY (2005)
 CK2258
 CK2258'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK2258'A 20 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3040 ***********************************************************************
 CK3040  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3040  DESIGNATION -  866 7209 A TIDAL
 CK3040  PID         -  CK3040
 CK3040  STATE/COUNTY-  SC/COLLETON
 CK3040  USGS QUAD   -  BENNETTS POINT (1960)
 CK3040
 CK3040                         *CURRENT SURVEY CONTROL
 CK3040  ___________________________________________________________________
 CK3040* NAD 83(1986)-  32 34 43.     (N)    080 26 56.     (W)     SCALED    
 CK3040* NAVD 88     -         1.817  (meters)       5.96   (feet)  ADJUSTED  
 CK3040  ___________________________________________________________________
 CK3040  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK3040  DYNAMIC HT  -           1.815 (meters)       5.95  (feet)  COMP
 CK3040  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 CK3040
 CK3040  VERT ORDER  -  FIRST     CLASS II
 CK3040
 CK3040.The horizontal coordinates were scaled from a topographic map and have
 CK3040.an estimated accuracy of +/- 6 seconds.
 CK3040
 CK3040.The orthometric height was determined by differential leveling
 CK3040.and adjusted by the National Geodetic Survey in June 1991..
 CK3040
 CK3040.This Tidal Bench Mark is designated as VM 6741
 CK3040.by the Center for Operational Oceanographic Products and Services.
 CK3040
 CK3040.The geoid height was determined by GEOID03.
 CK3040
 CK3040.The dynamic height is computed by dividing the NAVD 88
 CK3040.geopotential number by the normal gravity value computed on the
 CK3040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3040.degrees latitude (g = 980.6199 gals.).
 CK3040
 CK3040.The modeled gravity was interpolated from observed gravity values.
 CK3040
 CK3040;                    North         East    Units  Estimated Accuracy
 CK3040;SPC SC       -    82,790.      661,350.      MT  (+/- 180 meters Scaled)
 CK3040
 CK3040                          SUPERSEDED SURVEY CONTROL
 CK3040
 CK3040  NGVD 29 (03/21/89)    2.100  (m)            6.89   (f) ADJUSTED    1 2
 CK3040
 CK3040.Superseded values are not recommended for survey control.
 CK3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3040.See file dsdata.txt to determine how the superseded data were derived.
 CK3040
 CK3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS517047(NAD 83)
 CK3040_MARKER: DJ = TIDAL STATION DISK
 CK3040_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3040_SP_SET: STAINLESS STEEL ROD
 CK3040_STAMPING: 7209 A 1977
 CK3040_MARK LOGO: NOS   
 CK3040_PROJECTION: FLUSH
 CK3040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3040+STABILITY: POSITION/ELEVATION WELL
 CK3040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3040+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 CK3040_ROD/PIPE-DEPTH: 6.70 meters
 CK3040
 CK3040  HISTORY     - Date     Condition        Report By
 CK3040  HISTORY     - 1977     MONUMENTED       NOS
 CK3040  HISTORY     - 1983     GOOD             SCGS
 CK3040  HISTORY     - 20050801 GOOD             SCGS
 CK3040
 CK3040                          STATION DESCRIPTION
 CK3040
 CK3040'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3040'24.1 KM (15.0 MI) SOUTH FROM GREEN POND.
 CK3040'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3040'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3040'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3040'U.S. HIGHWAY 17, THENCE 24.9 KILOMETERS (15.55 MILES) SOUTHERLY ALONG
 CK3040'COUNTY ROAD S-15-26 TO THE END OF THE PAVEMENT, THENCE 0.25 KILOMETER
 CK3040'(0.15 MILE) SOUTHERLY ALONG A SAND ROAD TO A Y-INTERSECTION, THENCE
 CK3040'1.1 KILOMETERS (0.7 MILE) SOUTHEAST ALONG A SAND ROAD THAT CROSSES A
 CK3040'SMALL WOODEN BRIDGE TO A SHARP CURVE IN THE ROAD, THENCE 1.6
 CK3040'KILOMETERS (1.0 MILE) NORTH ALONG A GRASSY ROAD, SET NEAR THE ENTRANCE
 CK3040'TO THE STAFF GAGING DOCK, 36.9 METERS (121.0 FEET) NORTH-NORTHWEST OF
 CK3040'866 7209 F TIDAL, 20.7 METERS (68.0 FEET) EAST-NORTHEAST OF THE
 CK3040'APPROXIMATE CENTER OF THE GRASSY ROAD, 10.2 METERS (33.5 FEET) WEST OF
 CK3040'THE ENTRANCE TO THE GAGING STAFF DOCK.
 CK3040'THE MARK IS 0.70 METERS  SW FROM A WITNESS POST.
 CK3040'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3040
 CK3040                          STATION RECOVERY (2005)
 CK3040
 CK3040'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3040'STATION IS LOCATED 9.3 MI (14.97 KM) NORTHWEST OF EDISTO BEACH, 26.1
 CK3040'MI (42.0 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--MR.
 CK3040'DONNELLEY, 341 BENNETTS POINT ROAD, GREEN POND, SC 29446, PHONE
 CK3040'843-844-2935. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3040'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3040'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3040'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3040'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 10.75 MI (17.3 KM) TO
 CK3040'THE NORTH EDGE OF THE BRIDGE OVER THE ASHEPOO RIVER, CONTINUE ON ROAD
 CK3040'26 FOR 2.05 MI (3.3 KM) TO A SAND ROAD (TI TI LANE) AND THE ENTRANCE
 CK3040'TO BEAR ISLAND WILDLIFE MANAGEMENT AREA, CONTINUE ON ROAD 26 FOR 2.8
 CK3040'MI (4.51 KM) TO A SAND ROAD LEFT (BALDWIN LANE), TURN LEFT ON THE SAND
 CK3040'ROAD FOR 0.15 MI (0.24 KM) TO THE FORK JUNCTION OF A SAND ROAD (GRAY
 CK3040'SQUIRREL LANE), BEAR LEFT ON THE SAND ROAD AND ACROSS A WOOD BRIDGE
 CK3040'FOR 0.65 MI (1.05 KM) TO A GRASSY ROAD LEFT, TURN LEFT ON THE GRASSY
 CK3040'ROAD FOR 0.95 MI (1.53 KM) TO THE STATION ON THE RIGHT NEAR THE BANK
 CK3040'OF THE ASHEPOO RIVER. STATION IS A DISK ATTACHED TO A STAINLESS STEEL
 CK3040'ROD FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 68.5 FT (20.9 M)
 CK3040'EAST NORTHEAST OF THE CENTER OF THE ROAD, 12.9 FT (3.9 M) EAST
 CK3040'NORTHEAST OF A 1.1-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 CK3040'ATTACHED, 121.0 FT (36.9 M) NORTHWEST OF TIDAL BENCH MARK 866 7209 F
 CK3040'TIDAL, 17.5 FT (5.3 M) WEST SOUTHWEST OF THE SOUTHWEST BANK OF THE
 CK3040'RIVER, 86.3 FT (26.3 M) EAST OF TIDAL BENCH MARK 866 7209 G TIDAL, 6.0
 CK3040'FT (1.8 M) WEST OF A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3038 ***********************************************************************
 CK3038  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3038  DESIGNATION -  866 7209 C TIDAL
 CK3038  PID         -  CK3038
 CK3038  STATE/COUNTY-  SC/COLLETON
 CK3038  USGS QUAD   -  BENNETTS POINT (1960)
 CK3038
 CK3038                         *CURRENT SURVEY CONTROL
 CK3038  ___________________________________________________________________
 CK3038* NAD 83(1986)-  32 34 43.     (N)    080 26 56.     (W)     SCALED    
 CK3038* NAVD 88     -         1.785  (meters)       5.86   (feet)  ADJUSTED  
 CK3038  ___________________________________________________________________
 CK3038  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK3038  DYNAMIC HT  -           1.783 (meters)       5.85  (feet)  COMP
 CK3038  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 CK3038
 CK3038  VERT ORDER  -  FIRST     CLASS II
 CK3038
 CK3038.The horizontal coordinates were scaled from a topographic map and have
 CK3038.an estimated accuracy of +/- 6 seconds.
 CK3038
 CK3038.The orthometric height was determined by differential leveling
 CK3038.and adjusted by the National Geodetic Survey in June 1991..
 CK3038
 CK3038.This Tidal Bench Mark is designated as VM 6742
 CK3038.by the Center for Operational Oceanographic Products and Services.
 CK3038
 CK3038.The geoid height was determined by GEOID03.
 CK3038
 CK3038.The dynamic height is computed by dividing the NAVD 88
 CK3038.geopotential number by the normal gravity value computed on the
 CK3038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3038.degrees latitude (g = 980.6199 gals.).
 CK3038
 CK3038.The modeled gravity was interpolated from observed gravity values.
 CK3038
 CK3038;                    North         East    Units  Estimated Accuracy
 CK3038;SPC SC       -    82,790.      661,350.      MT  (+/- 180 meters Scaled)
 CK3038
 CK3038                          SUPERSEDED SURVEY CONTROL
 CK3038
 CK3038  NGVD 29 (03/21/89)    2.069  (m)            6.79   (f) ADJUSTED    1 2
 CK3038
 CK3038.Superseded values are not recommended for survey control.
 CK3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3038.See file dsdata.txt to determine how the superseded data were derived.
 CK3038
 CK3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS517047(NAD 83)
 CK3038_MARKER: DJ = TIDAL STATION DISK
 CK3038_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3038_SP_SET: STAINLESS STEEL ROD
 CK3038_STAMPING: 7209 C 1977
 CK3038_MARK LOGO: NOS   
 CK3038_PROJECTION: FLUSH
 CK3038_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3038+STABILITY: POSITION/ELEVATION WELL
 CK3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3038+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 CK3038_ROD/PIPE-DEPTH: 12.2 meters
 CK3038
 CK3038  HISTORY     - Date     Condition        Report By
 CK3038  HISTORY     - 1977     MONUMENTED       NOS
 CK3038  HISTORY     - 1983     GOOD             SCGS
 CK3038  HISTORY     - 20050801 GOOD             SCGS
 CK3038
 CK3038                          STATION DESCRIPTION
 CK3038
 CK3038'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3038'24.1 KM (15.0 MI) SOUTH FROM GREEN POND.
 CK3038'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3038'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3038'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3038'U.S. HIGHWAY 17, THENCE 24.9 KILOMETERS (15.55 MILES) SOUTHERLY ALONG
 CK3038'COUNTY ROAD S-15-26 TO THE END OF THE PAVEMENT, THENCE 0.25 KILOMETER
 CK3038'(0.15 MILE) SOUTHERLY ALONG A SAND ROAD TO A Y-INTERSECTION, THENCE
 CK3038'1.1 KILOMETERS (0.7 MILE) SOUTHEAST ALONG A SAND ROAD THAT CROSSES A
 CK3038'SMALL WOODEN BRIDGE TO A SHARP CURVE IN THE ROAD, THENCE 1.6
 CK3038'KILOMETERS (1.0 MILE) NORTH ALONG A GRASSY ROAD, SET NEAR 866 7209 F
 CK3038'TIDAL, 31.5 METERS (103.4 FEET) WEST OF 866 7209 F TIDAL, 3.4 METERS
 CK3038'(11.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE GRASSY
 CK3038'ROAD, 36.9 METERS (121.0 FEET) SOUTH-SOUTHWEST OF THE ENTRANCE TO THE
 CK3038'STAFF GAGING DOCK.
 CK3038'THE MARK IS 0.60 METERS  SSW FROM A WITNESS POST.
 CK3038'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3038
 CK3038                          STATION RECOVERY (2005)
 CK3038
 CK3038'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3038'STATION IS LOCATED 9.5 MI (15.29 KM) NORTHWEST OF EDISTO BEACH, 25.9
 CK3038'MI (41.68 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--MR.
 CK3038'DONNELLEY, 341 BENNETTS POINT ROAD, GREEN POND, SC 29446, PHONE
 CK3038'843-844-2935. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3038'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3038'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3038'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3038'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 10.75 MI (17.3 KM) TO
 CK3038'THE NORTH EDGE OF THE BRIDGE OVER THE ASHEPOO RIVER, CONTINUE ON ROAD
 CK3038'26 FOR 2.05 MI (3.3 KM) TO A SAND ROAD (TI TI LANE) AND THE ENTRANCE
 CK3038'TO BEAR ISLAND WILDLIFE MANAGEMENT AREA, CONTINUE ON ROAD 26 FOR 2.8
 CK3038'MI (4.51 KM) TO A SAND ROAD LEFT (BALDWIN LANE), TURN LEFT ON THE SAND
 CK3038'ROAD FOR 0.15 MI (0.24 KM) TO THE FORK JUNCTION OF A SAND ROAD (GRAY
 CK3038'SQUIRREL LANE), BEAR LEFT ON THE SAND ROAD AND ACROSS A WOOD BRIDGE
 CK3038'FOR 0.65 MI (1.05 KM) TO A GRASSY ROAD LEFT, TURN LEFT ON THE GRASSY
 CK3038'ROAD FOR 0.95 MI (1.53 KM) TO THE STATION ON THE RIGHT. STATION IS A
 CK3038'DISK ATTACHED TO A STAINLESS STEEL ROD FLUSH WITH THE GROUND AND 0.5
 CK3038'FT (0.2 M) ABOVE THE ROAD, 10.5 FT (3.2 M) EAST NORTHEAST OF THE
 CK3038'CENTER OF THE ROAD, 14.0 FT (4.3 M) SOUTHWEST OF A 1.4-FOOT PINE TREE
 CK3038'WITH A SCGS REFERENCE WASHER ATTACHED, 104.2 FT (31.8 M) WEST OF TIDAL
 CK3038'BENCH MARK 866 7209 F TIDAL, 110.5 FT (33.7 M) SOUTH SOUTHWEST OF
 CK3038'TIDAL BENCH MARK 866 7209 A TIDAL, 132.1 FT (40.3 M) SOUTH SOUTHEAST
 CK3038'OF TIDAL BENCH MARK 866 7209 G TIDAL, 1.9 FT (0.6 M) SOUTHWEST OF A
 CK3038'WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3041 ***********************************************************************
 CK3041  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3041  DESIGNATION -  866 7209 E TIDAL
 CK3041  PID         -  CK3041
 CK3041  STATE/COUNTY-  SC/COLLETON
 CK3041  USGS QUAD   -  BENNETTS POINT (1960)
 CK3041
 CK3041                         *CURRENT SURVEY CONTROL
 CK3041  ___________________________________________________________________
 CK3041* NAD 83(1986)-  32 34 43.     (N)    080 26 56.     (W)     SCALED    
 CK3041* NAVD 88     -         1.508  (meters)       4.95   (feet)  ADJUSTED  
 CK3041  ___________________________________________________________________
 CK3041  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK3041  DYNAMIC HT  -           1.506 (meters)       4.94  (feet)  COMP
 CK3041  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 CK3041
 CK3041  VERT ORDER  -  FIRST     CLASS II
 CK3041
 CK3041.The horizontal coordinates were scaled from a topographic map and have
 CK3041.an estimated accuracy of +/- 6 seconds.
 CK3041
 CK3041.The orthometric height was determined by differential leveling
 CK3041.and adjusted by the National Geodetic Survey in June 1991..
 CK3041
 CK3041.This Tidal Bench Mark is designated as VM 6743
 CK3041.by the Center for Operational Oceanographic Products and Services.
 CK3041
 CK3041.The geoid height was determined by GEOID03.
 CK3041
 CK3041.The dynamic height is computed by dividing the NAVD 88
 CK3041.geopotential number by the normal gravity value computed on the
 CK3041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3041.degrees latitude (g = 980.6199 gals.).
 CK3041
 CK3041.The modeled gravity was interpolated from observed gravity values.
 CK3041
 CK3041;                    North         East    Units  Estimated Accuracy
 CK3041;SPC SC       -    82,790.      661,350.      MT  (+/- 180 meters Scaled)
 CK3041
 CK3041                          SUPERSEDED SURVEY CONTROL
 CK3041
 CK3041  NGVD 29 (03/21/89)    1.792  (m)            5.88   (f) ADJUSTED    1 2
 CK3041
 CK3041.Superseded values are not recommended for survey control.
 CK3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3041.See file dsdata.txt to determine how the superseded data were derived.
 CK3041
 CK3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS517047(NAD 83)
 CK3041_MARKER: DJ = TIDAL STATION DISK
 CK3041_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3041_SP_SET: STAINLESS STEEL ROD
 CK3041_STAMPING: 7209 E 1977
 CK3041_MARK LOGO: NOS   
 CK3041_PROJECTION: RECESSED 5 CENTIMETERS
 CK3041_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3041+STABILITY: POSITION/ELEVATION WELL
 CK3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3041+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 CK3041_ROD/PIPE-DEPTH: 8.50 meters
 CK3041
 CK3041  HISTORY     - Date     Condition        Report By
 CK3041  HISTORY     - 1977     MONUMENTED       NOS
 CK3041  HISTORY     - 1983     GOOD             SCGS
 CK3041  HISTORY     - 20050801 GOOD             SCGS
 CK3041
 CK3041                          STATION DESCRIPTION
 CK3041
 CK3041'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3041'24.1 KM (15.0 MI) SOUTH FROM GREEN POND.
 CK3041'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3041'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3041'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3041'U.S. HIGHWAY 17, THENCE 24.9 KILOMETERS (15.55 MILES) SOUTHERLY ALONG
 CK3041'COUNTY ROAD S-15-26 TO THE END OF THE PAVEMENT, THENCE 0.25 KILOMETER
 CK3041'(0.15 MILE) SOUTHERLY ALONG THE SAND ROAD TO A Y-INTERSECTION, THENCE
 CK3041'1.1 KILOMETERS (0.7 MILE) SOUTHEAST ALONG A SAND ROAD THAT CROSSES A
 CK3041'SMALL WOODEN BRIDGE TO A SHARP CURVE IN THE ROAD, THENCE 1.6
 CK3041'KILOMETERS (1.0 MILE) NORTH ALONG A GRASSY ROAD, SET NEAR A SIX-INCH
 CK3041'TWIN TRUNK PINE TREE, 35.4 METERS (116.0 FEET) NORTH-NORTHWEST 0F 866
 CK3041'7209 G TIDAL, 3.7 METERS (12.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE
 CK3041'CENTER OF THE GRASSY ROAD, 1.7 METERS (5.5 FEET) SOUTH OF THE TWIN
 CK3041'TRUNK PINE TREE.
 CK3041'THE MARK IS 0.70 METERS  ENE FROM A WITNESS POST.
 CK3041'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3041
 CK3041                          STATION RECOVERY (2005)
 CK3041
 CK3041'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3041'STATION IS LOCATED 9.5 MI (15.29 KM) NORTHWEST OF EDISTO BEACH, 25.9
 CK3041'MI (41.68 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--MR.
 CK3041'DONNELLEY, 341 BENNETTS POINT ROAD, GREEN POND, SC 29446, PHONE
 CK3041'843-844-2935. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3041'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3041'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3041'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3041'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 10.75 MI (17.3 KM) TO
 CK3041'THE NORTH EDGE OF THE BRIDGE OVER THE ASHEPOO RIVER, CONTINUE ON ROAD
 CK3041'26 FOR 2.05 MI (3.3 KM) TO A SAND ROAD (TI TI LANE) AND THE ENTRANCE
 CK3041'TO BEAR ISLAND WILDLIFE MANAGEMENT AREA, CONTINUE ON ROAD 26 FOR 2.8
 CK3041'MI (4.51 KM) TO A SAND ROAD LEFT (BALDWIN LANE), TURN LEFT ON THE SAND
 CK3041'ROAD FOR 0.15 MI (0.24 KM) TO THE FORK JUNCTION OF A SAND ROAD (GRAY
 CK3041'SQUIRREL LANE), BEAR LEFT ON THE SAND ROAD AND ACROSS A WOOD BRIDGE
 CK3041'FOR 0.65 MI (1.05 KM) TO A GRASSY ROAD LEFT, TURN LEFT ON THE GRASSY
 CK3041'ROAD FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT.   STATION IS A
 CK3041'DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.2 FT (0.1 M) AND
 CK3041'LEVEL WITH THE ROAD, 11.9 FT (3.6 M) WEST SOUTHWEST OF THE CENTER OF
 CK3041'THE ROAD, 15.6 FT (4.8 M) EAST NORTHEAST OF A 1.2-FOOT PINE TREE WITH
 CK3041'A SCGS REFERENCE WASHER ATTACHED, 81.5 FT (24.8 M) SOUTH SOUTHWEST OF
 CK3041'A 0.8-FOOT LONE PALMETTO TREE, 115.0 FT (35.1 M) NORTH NORTHWEST OF
 CK3041'TIDAL BENCH MARK 866 7209 G TIDAL, 170.9 FT (52.1 M) NORTHWEST OF
 CK3041'TIDAL BENCH MARK 866 7209 A TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3039 ***********************************************************************
 CK3039  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3039  DESIGNATION -  866 7209 F TIDAL
 CK3039  PID         -  CK3039
 CK3039  STATE/COUNTY-  SC/COLLETON
 CK3039  USGS QUAD   -  BENNETTS POINT (1960)
 CK3039
 CK3039                         *CURRENT SURVEY CONTROL
 CK3039  ___________________________________________________________________
 CK3039* NAD 83(1986)-  32 34 43.     (N)    080 26 56.     (W)     SCALED    
 CK3039* NAVD 88     -         1.529  (meters)       5.02   (feet)  ADJUSTED  
 CK3039  ___________________________________________________________________
 CK3039  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK3039  DYNAMIC HT  -           1.527 (meters)       5.01  (feet)  COMP
 CK3039  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 CK3039
 CK3039  VERT ORDER  -  FIRST     CLASS II
 CK3039
 CK3039.The horizontal coordinates were scaled from a topographic map and have
 CK3039.an estimated accuracy of +/- 6 seconds.
 CK3039
 CK3039.The orthometric height was determined by differential leveling
 CK3039.and adjusted by the National Geodetic Survey in June 1991..
 CK3039
 CK3039.This Tidal Bench Mark is designated as VM 6744
 CK3039.by the Center for Operational Oceanographic Products and Services.
 CK3039
 CK3039.The geoid height was determined by GEOID03.
 CK3039
 CK3039.The dynamic height is computed by dividing the NAVD 88
 CK3039.geopotential number by the normal gravity value computed on the
 CK3039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3039.degrees latitude (g = 980.6199 gals.).
 CK3039
 CK3039.The modeled gravity was interpolated from observed gravity values.
 CK3039
 CK3039;                    North         East    Units  Estimated Accuracy
 CK3039;SPC SC       -    82,790.      661,350.      MT  (+/- 180 meters Scaled)
 CK3039
 CK3039                          SUPERSEDED SURVEY CONTROL
 CK3039
 CK3039  NGVD 29 (03/21/89)    1.813  (m)            5.95   (f) ADJUSTED    1 2
 CK3039
 CK3039.Superseded values are not recommended for survey control.
 CK3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3039.See file dsdata.txt to determine how the superseded data were derived.
 CK3039
 CK3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS517047(NAD 83)
 CK3039_MARKER: DJ = TIDAL STATION DISK
 CK3039_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3039_SP_SET: STAINLESS STEEL ROD
 CK3039_STAMPING: 7209 F 1981
 CK3039_MARK LOGO: NOS   
 CK3039_PROJECTION: FLUSH
 CK3039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3039+STABILITY: POSITION/ELEVATION WELL
 CK3039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3039+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 CK3039_ROD/PIPE-DEPTH: 14.6 meters
 CK3039
 CK3039  HISTORY     - Date     Condition        Report By
 CK3039  HISTORY     - 1981     MONUMENTED       NOS
 CK3039  HISTORY     - 1983     GOOD             SCGS
 CK3039  HISTORY     - 20050801 GOOD             SCGS
 CK3039
 CK3039                          STATION DESCRIPTION
 CK3039
 CK3039'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3039'24.1 KM (15.0 MI) SOUTH FROM GREEN POND.
 CK3039'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3039'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3039'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3039'U.S. HIGHWAY 17, THENCE 24.9 KILOMETERS (15.55 MILES) SOUTHERLY ALONG
 CK3039'COUNTY ROAD S-15-26 TO THE END OF THE PAVEMENT, THENCE 0.25 KILOMETER
 CK3039'(0.15 MILE) SOUTHERLY ALONG A SAND ROAD TO A Y-INTERSECTION, THENCE
 CK3039'1.1 KILOMETERS (0.7 MILE) SOUTHEAST ALONG A SAND ROAD THAT CROSSES A
 CK3039'SMALL WOODEN BRIDGE TO A SHARP CURVE IN THE ROAD, THENCE 1.6
 CK3039'KILOMETERS (1.0 MILE) NORTH ALONG A GRASSY ROAD, SET NEAR THE ENTRANCE
 CK3039'TO THE STAFF GAGING DOCK, 35.1 METERS (115.0 FEET) EAST-NORTHEAST OF
 CK3039'THE APPROXIMATE CENTER OF THE GRASSY ROAD, 30.5 METERS (100.0 FEET)
 CK3039'SOUTH-SOUTHEAST OF THE ENTRANCE TO THE STAFF GAGING DOCK, 7.0 METERS
 CK3039'(23.0 FEET) SOUTHWEST OF THE EDGE OF THE RIVER BANK.
 CK3039'THE MARK IS 1.10 METERS  ESE FROM A WITNESS POST.
 CK3039'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3039
 CK3039                          STATION RECOVERY (2005)
 CK3039
 CK3039'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3039'STATION IS LOCATED 9.5 MI (15.29 KM) NORTHWEST OF EDISTO BEACH, 25.9
 CK3039'MI (41.68 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--MR.
 CK3039'DONNELLEY, 341 BENNETTS POINT ROAD, GREEN POND, SC 29446, PHONE
 CK3039'843-844-2935. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3039'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3039'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3039'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3039'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 10.75 MI (17.3 KM) TO
 CK3039'THE NORTH EDGE OF THE BRIDGE OVER THE ASHEPOO RIVER, CONTINUE ON ROAD
 CK3039'26 FOR 2.05 MI (3.3 KM) TO A SAND ROAD (TI TI LANE) AND THE ENTRANCE
 CK3039'TO BEAR ISLAND WILDLIFE MANAGEMENT AREA, CONTINUE ON ROAD 26 FOR 2.8
 CK3039'MI (4.51 KM) TO A SAND ROAD LEFT (BALDWIN LANE), TURN LEFT ON THE SAND
 CK3039'ROAD FOR 0.15 MI (0.24 KM) TO THE FORK JUNCTION OF A SAND ROAD (GRAY
 CK3039'SQUIRREL LANE), BEAR LEFT ON THE SAND ROAD AND ACROSS A WOOD BRIDGE
 CK3039'FOR 0.65 MI (1.05 KM) TO A GRASSY ROAD LEFT, TURN LEFT ON THE GRASSY
 CK3039'ROAD FOR 0.95 MI (1.53 KM) TO THE STATION ON THE RIGHT NEAR THE BANK
 CK3039'OF THE ASHEPOO RIVER. STATION IS A DISK ATTACHED TO A STAINLESS STEEL
 CK3039'ROD FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 113.5 FT (34.6 M)
 CK3039'EAST NORTHEAST OF THE CENTER OF THE ROAD, 14.5 FT (4.4 M) SOUTHWEST OF
 CK3039'THE SOUTHWEST EDGE OF THE RIVER, 12.6 FT (3.8 M) WEST OF A 0.9-FOOT
 CK3039'PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 121.0 FT (36.9 M)
 CK3039'SOUTHEAST OF TIDAL BENCH MARK 866 7209 A TIDAL, 192.3 FT (58.6 M)
 CK3039'SOUTHEAST OF TIDAL BENCH MARK 866 7209 G TIDAL, 3.4 FT (1.0 M) EAST OF
 CK3039'A WITNESS POST. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK3037 ***********************************************************************
 CK3037  TIDAL BM    -  This is a Tidal Bench Mark.
 CK3037  DESIGNATION -  866 7209 G TIDAL
 CK3037  PID         -  CK3037
 CK3037  STATE/COUNTY-  SC/COLLETON
 CK3037  USGS QUAD   -  BENNETTS POINT (1960)
 CK3037
 CK3037                         *CURRENT SURVEY CONTROL
 CK3037  ___________________________________________________________________
 CK3037* NAD 83(1986)-  32 34 43.     (N)    080 26 56.     (W)     SCALED    
 CK3037* NAVD 88     -         1.705  (meters)       5.59   (feet)  ADJUSTED  
 CK3037  ___________________________________________________________________
 CK3037  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK3037  DYNAMIC HT  -           1.703 (meters)       5.59  (feet)  COMP
 CK3037  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 CK3037
 CK3037  VERT ORDER  -  FIRST     CLASS II
 CK3037
 CK3037.The horizontal coordinates were scaled from a topographic map and have
 CK3037.an estimated accuracy of +/- 6 seconds.
 CK3037
 CK3037.The orthometric height was determined by differential leveling
 CK3037.and adjusted by the National Geodetic Survey in June 1991..
 CK3037
 CK3037.This Tidal Bench Mark is designated as VM 6745
 CK3037.by the Center for Operational Oceanographic Products and Services.
 CK3037
 CK3037.The geoid height was determined by GEOID03.
 CK3037
 CK3037.The dynamic height is computed by dividing the NAVD 88
 CK3037.geopotential number by the normal gravity value computed on the
 CK3037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK3037.degrees latitude (g = 980.6199 gals.).
 CK3037
 CK3037.The modeled gravity was interpolated from observed gravity values.
 CK3037
 CK3037;                    North         East    Units  Estimated Accuracy
 CK3037;SPC SC       -    82,790.      661,350.      MT  (+/- 180 meters Scaled)
 CK3037
 CK3037                          SUPERSEDED SURVEY CONTROL
 CK3037
 CK3037  NGVD 29 (03/21/89)    1.989  (m)            6.53   (f) ADJUSTED    1 2
 CK3037
 CK3037.Superseded values are not recommended for survey control.
 CK3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3037.See file dsdata.txt to determine how the superseded data were derived.
 CK3037
 CK3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS517047(NAD 83)
 CK3037_MARKER: DJ = TIDAL STATION DISK
 CK3037_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK3037_SP_SET: STAINLESS STEEL ROD
 CK3037_STAMPING: 7209 G 1981
 CK3037_MARK LOGO: NOS   
 CK3037_PROJECTION: FLUSH
 CK3037_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK3037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK3037+STABILITY: POSITION/ELEVATION WELL
 CK3037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK3037+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 CK3037_ROD/PIPE-DEPTH: 12.2 meters
 CK3037
 CK3037  HISTORY     - Date     Condition        Report By
 CK3037  HISTORY     - 1981     MONUMENTED       NOS
 CK3037  HISTORY     - 1983     GOOD             SCGS
 CK3037  HISTORY     - 20050801 GOOD             SCGS
 CK3037
 CK3037                          STATION DESCRIPTION
 CK3037
 CK3037'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK3037'24.1 KM (15.0 MI) SOUTH FROM GREEN POND.
 CK3037'0.4 KILOMETER (0.25 MILE) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 CK3037'OFFICE IN GREEN POND, THENCE 1.3 KILOMETERS (0.8 MILE) EASTERLY ALONG
 CK3037'COUNTY ROAD S-15-99, THENCE 2.9 KILOMETERS (1.8 MILES) NORTHERLY ALONG
 CK3037'U.S. HIGHWAY 17, THENCE 24.9 KILOMETERS (15.55 MILES) SOUTHERLY ALONG
 CK3037'COUNTY ROAD S-15-26 TO THE END OF THE PAVEMENT, THENCE 0.25 KILOMETER
 CK3037'(0.15 MILE) SOUTHERLY ALONG A SAND ROAD TO A Y-INTERSECTION, THENCE
 CK3037'1.1 KILOMETERS (0.7 MILE) SOUTHEAST ALONG A SAND ROAD THAT CROSSES A
 CK3037'SMALL WOODEN BRIDGE TO A SHARP CURVE IN THE ROAD, THENCE 1.6
 CK3037'KILOMETERS (1.0 MILE) NORTH ALONG A GRASSY ROAD, SET ON THE WEST SIDE
 CK3037'OF THE GRASSY ROAD AND ACROSS FROM THE STAFF GAGING DOCK, 40.2 METERS
 CK3037'(132.0 FEET) NORTH-NORTHWEST OF 866 7209 C TIDAL, 26.4 METERS (86.6
 CK3037'FEET) WEST-NORTHWEST OF 866 7209 A TIDAL, 3.4 METERS (11.0 FEET)
 CK3037'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRASSY ROAD.
 CK3037'THE MARK IS 1.40 METERS  E FROM A WITNESS POST.
 CK3037'THE MARK IS ABOVE LEVEL WITH AREA.
 CK3037
 CK3037                          STATION RECOVERY (2005)
 CK3037
 CK3037'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK3037'STATION IS LOCATED 9.5 MI (15.29 KM) NORTHWEST OF EDISTO BEACH, 25.9
 CK3037'MI (41.68 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--MR.
 CK3037'DONNELLEY, 341 BENNETTS POINT ROAD, GREEN POND, SC 29446, PHONE
 CK3037'843-844-2935. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK3037'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK3037'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO NORTHEAST ON
 CK3037'HIGHWAY 17 FOR 2.9 MI (4.67 KM) TO THE JUNCTION OF STATE ROAD 26
 CK3037'(BENNETTS POINT ROAD), TURN RIGHT ON ROAD 26 FOR 10.75 MI (17.3 KM) TO
 CK3037'THE NORTH EDGE OF THE BRIDGE OVER THE ASHEPOO RIVER, CONTINUE ON ROAD
 CK3037'26 FOR 2.05 MI (3.3 KM) TO A SAND ROAD (TI TI LANE) AND THE ENTRANCE
 CK3037'TO BEAR ISLAND WILDLIFE MANAGEMENT AREA, CONTINUE ON ROAD 26 FOR 2.8
 CK3037'MI (4.51 KM) TO A SAND ROAD LEFT (BALDWIN LANE), TURN LEFT ON THE SAND
 CK3037'ROAD FOR 0.15 MI (0.24 KM) TO THE FORK JUNCTION OF A SAND ROAD (GRAY
 CK3037'SQUIRREL LANE), BEAR LEFT ON THE SAND ROAD AND ACROSS A WOOD BRIDGE
 CK3037'FOR 0.65 MI (1.05 KM) TO A GRASSY ROAD LEFT, TURN LEFT ON THE GRASSY
 CK3037'ROAD FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT. STATION IS A
 CK3037'DISK ATTACHED TO A STAINLESS ROD FLUSH WITH THE GROUND AND LEVEL WITH
 CK3037'THE ROAD, 115.0 FT (35.1 M) SOUTH SOUTHEAST OF TIDAL BENCH MARK 866
 CK3037'7209 EAST TIDAL, 9.8 FT (3.0 M) WEST OF THE CENTER OF THE ROAD, 16.1
 CK3037'FT (4.9 M) SOUTHEAST OF A 1.5-FOOT PINE TREE WITH A SCGS REFERENCE
 CK3037'WASHER ATTACHED, 36.3 FT (11.1 M) EAST OF A 1.4-FOOT PINE TREE WITH A
 CK3037'SCGS REFERENCE WASHER ATTACHED, 16.6 FT (5.1 M) NORTH OF A 0.8-FOOT
 CK3037'LIVE OAK TREE, 86.3 FT (26.3 M) WEST OF TIDAL BENCH MARK 866 7209 A
 CK3037'TIDAL, 192.3 FT (58.6 M) NORTHWEST OF TIDAL BENCH MARK 866 7209 F
 CK3037'TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1456 ***********************************************************************
 CK1456  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1456  DESIGNATION -  866 7259 TIDAL 1
 CK1456  PID         -  CK1456
 CK1456  STATE/COUNTY-  SC/COLLETON
 CK1456  USGS QUAD   -  WIGGINS (1988)
 CK1456
 CK1456                         *CURRENT SURVEY CONTROL
 CK1456  ___________________________________________________________________
 CK1456* NAD 83(1986)-  32 34 04.     (N)    080 33 14.     (W)     SCALED    
 CK1456* NAVD 88     -         2.784  (meters)       9.13   (feet)  ADJUSTED  
 CK1456  ___________________________________________________________________
 CK1456  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK1456  DYNAMIC HT  -           2.780 (meters)       9.12  (feet)  COMP
 CK1456  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK1456
 CK1456  VERT ORDER  -  FIRST     CLASS II
 CK1456
 CK1456.The horizontal coordinates were scaled from a topographic map and have
 CK1456.an estimated accuracy of +/- 6 seconds.
 CK1456
 CK1456.The orthometric height was determined by differential leveling
 CK1456.and adjusted by the National Geodetic Survey in June 1991..
 CK1456.WARNING-Repeat measurements at this control monument indicate possible
 CK1456.vertical movement.
 CK1456
 CK1456.This Tidal Bench Mark is designated as VM 14328
 CK1456.by the Center for Operational Oceanographic Products and Services.
 CK1456
 CK1456.The geoid height was determined by GEOID03.
 CK1456
 CK1456.The dynamic height is computed by dividing the NAVD 88
 CK1456.geopotential number by the normal gravity value computed on the
 CK1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1456.degrees latitude (g = 980.6199 gals.).
 CK1456
 CK1456.The modeled gravity was interpolated from observed gravity values.
 CK1456
 CK1456;                    North         East    Units  Estimated Accuracy
 CK1456;SPC SC       -    81,540.      651,490.      MT  (+/- 180 meters Scaled)
 CK1456
 CK1456                          SUPERSEDED SURVEY CONTROL
 CK1456
 CK1456  NGVD 29 (03/21/89)    3.060  (m)           10.04   (f) ADJUSTED    1 2
 CK1456
 CK1456.Superseded values are not recommended for survey control.
 CK1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1456.See file dsdata.txt to determine how the superseded data were derived.
 CK1456
 CK1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS418034(NAD 83)
 CK1456_MARKER: DJ = TIDAL STATION DISK
 CK1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1456_STAMPING: 1 1934
 CK1456_MARK LOGO: CGS   
 CK1456_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1456+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK1456
 CK1456  HISTORY     - Date     Condition        Report By
 CK1456  HISTORY     - 1934     MONUMENTED       CGS
 CK1456  HISTORY     - 1962     GOOD             NGS
 CK1456  HISTORY     - 1983     GOOD             SCGS
 CK1456  HISTORY     - 20050815 GOOD             SCGS
 CK1456
 CK1456                          STATION DESCRIPTION
 CK1456
 CK1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK1456'3.5 MI SW FROM WIGGINS.
 CK1456'0.6 MILE SOUTHEAST ON SAND ROAD FROM THE SEABOARD AIR LINE
 CK1456'RAILROAD STATION AND CROSSING AT WIGGINS, THENCE 0.4 MILE SOUTH
 CK1456'ON SAND ROAD, THENCE 2.5 MILES SOUTH AND SOUTHWEST ON SAND ROAD
 CK1456'TO BOAT LANDING AND CAMP SITE AT THE FIELD POINT ON COMBAHEE
 CK1456'RIVER.  ABOUT 565 FEET EAST OF BOAT LANDING ALONG A DIM TRAIL
 CK1456'LEADING TO THE SOUTHEAST TIP OF FIELD POINT, 150 FEET EAST OF
 CK1456'TIDAL 2 (1934), 75 FEET WEST OF BLUFF WHICH GOES DOWN TO MARSH
 CK1456'GRASS, 33 FEET NORTH OF BANK OF COMBAHEE RIVER, 20 FEET NORTH
 CK1456'OF THE CENTER OF A DIM TRAIL AND 1 FOOT SOUTHWEST OF A WOODEN
 CK1456'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 CK1456'INCH.
 CK1456
 CK1456                          STATION RECOVERY (1983)
 CK1456
 CK1456'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK1456'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KILOMETERS
 CK1456'(1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST OFFICE IN
 CK1456'GREEN POND, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG U.S.
 CK1456'HIGHWAY 17, THENCE 10.5 KILOMETERS (6.5 MILES) SOUTHERLY ALONG COUNTY
 CK1456'ROAD S-15-162, THENCE 3.8 KILOMETERS (2.35 MILES) SOUTHEAST ALONG
 CK1456'COUNTY ROAD S-15-161 TO AN ABANDONED RAILROAD CROSSING, CONTINUE AHEAD
 CK1456'1.05 KILOMETERS (0.65 MILE) SOUTHEAST ALONG A SAND ROAD, THENCE 0.6
 CK1456'KILOMETER (0.4 MILE) SOUTHWEST ALONG A SAND ROAD TO A Y-INTERSECTION,
 CK1456'CONTINUE AHEAD FOR 0.7 KILOMETER (0.45 MILE) SOUTHWEST ALONG THE MAIN
 CK1456'SAND ROAD TO A GRASSY ROAD LEFT, JUST BEFORE THE PUBLIC BOAT LANDING,
 CK1456'THENCE 0.2 KILOMETER (0.1 MILE) EAST ALONG THE GRASSY ROAD, SET ON THE
 CK1456'NORTH SIDE OF THE ROAD AT THE POINT WHERE THE ROAD RUNS CLOSE TO THE
 CK1456'RIVERS EDGE, 6.4 METERS (21.0 FEET) NORTH OF THE APPROXIMATE CENTER OF
 CK1456'THE ROAD, 9.7 METERS (32.0 FEET) NORTH OF THE RIVER BANK, 11.5 METERS
 CK1456'(38.0 FEET) SOUTH OF A SIX TRUNK OAK TREE, 1.3 METERS (4.5 FEET)
 CK1456'WEST-NORTHWEST OF A 8-INCH PINE TREE.
 CK1456'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1456
 CK1456                          STATION RECOVERY (2005)
 CK1456
 CK1456'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK1456'STATION IS LOCATED 11.6 MI (18.67 KM) NORTHEAST OF BEAUFORT, 24.1 MI
 CK1456'(38.79 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--CHEEHA COMBAHEE
 CK1456'PLANTATION, ROUTE 1, BOX 154, GREEN POND, SC 29446, PHONE
 CK1456'843-844-2781. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK1456'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK1456'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK1456'HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF STATE ROAD 161
 CK1456'(STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI (8.61 KM) TO
 CK1456'THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), CONTINUE ON ROAD 161
 CK1456'(WIGGINS ROAD) FOR 3.0 MI (4.83 KM) TO THE FORK JUNCTION OF A SAND
 CK1456'ROAD, BEAR RIGHT ON THE SAND ROAD FOR 3.05 MI (4.91 KM) TO THE
 CK1456'JUNCTION OF A SAND ROAD, TURN LEFT ON THE SAND ROAD FOR 0.15 MI (0.24
 CK1456'KM) TO THE STATION ON THE RIGHT NEAR AN OAK TREE. STATION IS A
 CK1456'CONCRETE POST PROJECTING 0.1 FT (0.0 M) AND LEVEL WITH THE ROAD, 24.0
 CK1456'FT (7.3 M) NORTH OF THE CENTER OF THE ROAD, 8.9 FT (2.7 M) EAST
 CK1456'NORTHEAST OF THE 1.2-FOOT OAK TREE WITH A SCGS REFERENCE WASHER
 CK1456'ATTACHED, 37.0 FT (11.3 M) SOUTH SOUTHWEST OF A 4.5-FOOT SIX TRUNK
 CK1456'LIVE OAK TREE, 39.4 FT (12.0 M) WEST NORTHWEST OF A 2.2-FOOT LIVE OAK
 CK1456'TREE AT THE NORTH BANK, 159.5 FT (48.6 M) EAST NORTHEAST OF TIDAL
 CK1456'BENCH MARK 866 7259 2 TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1457 ***********************************************************************
 CK1457  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1457  DESIGNATION -  866 7259 TIDAL 2
 CK1457  PID         -  CK1457
 CK1457  STATE/COUNTY-  SC/COLLETON
 CK1457  USGS QUAD   -  WIGGINS (1988)
 CK1457
 CK1457                         *CURRENT SURVEY CONTROL
 CK1457  ___________________________________________________________________
 CK1457* NAD 83(1986)-  32 34 06.     (N)    080 33 16.     (W)     SCALED    
 CK1457* NAVD 88     -         3.622  (meters)      11.88   (feet)  ADJUSTED  
 CK1457  ___________________________________________________________________
 CK1457  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK1457  DYNAMIC HT  -           3.618 (meters)      11.87  (feet)  COMP
 CK1457  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK1457
 CK1457  VERT ORDER  -  FIRST     CLASS II
 CK1457
 CK1457.The horizontal coordinates were scaled from a topographic map and have
 CK1457.an estimated accuracy of +/- 6 seconds.
 CK1457
 CK1457.The orthometric height was determined by differential leveling
 CK1457.and adjusted by the National Geodetic Survey in June 1991..
 CK1457.WARNING-Repeat measurements at this control monument indicate possible
 CK1457.vertical movement.
 CK1457
 CK1457.This Tidal Bench Mark is designated as VM 14329
 CK1457.by the Center for Operational Oceanographic Products and Services.
 CK1457
 CK1457.The geoid height was determined by GEOID03.
 CK1457
 CK1457.The dynamic height is computed by dividing the NAVD 88
 CK1457.geopotential number by the normal gravity value computed on the
 CK1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1457.degrees latitude (g = 980.6199 gals.).
 CK1457
 CK1457.The modeled gravity was interpolated from observed gravity values.
 CK1457
 CK1457;                    North         East    Units  Estimated Accuracy
 CK1457;SPC SC       -    81,610.      651,440.      MT  (+/- 180 meters Scaled)
 CK1457
 CK1457                          SUPERSEDED SURVEY CONTROL
 CK1457
 CK1457  NGVD 29 (03/21/89)    3.898  (m)           12.79   (f) ADJUSTED    1 2
 CK1457
 CK1457.Superseded values are not recommended for survey control.
 CK1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1457.See file dsdata.txt to determine how the superseded data were derived.
 CK1457
 CK1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS418035(NAD 83)
 CK1457_MARKER: DJ = TIDAL STATION DISK
 CK1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1457_STAMPING: 2 1934
 CK1457_MARK LOGO: CGS   
 CK1457_PROJECTION: FLUSH
 CK1457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1457+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK1457
 CK1457  HISTORY     - Date     Condition        Report By
 CK1457  HISTORY     - 1934     MONUMENTED       CGS
 CK1457  HISTORY     - 1962     GOOD             NGS
 CK1457  HISTORY     - 1983     GOOD             SCGS
 CK1457  HISTORY     - 20050815 GOOD             SCGS
 CK1457
 CK1457                          STATION DESCRIPTION
 CK1457
 CK1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK1457'3.5 MI SW FROM WIGGINS.
 CK1457'0.6 MILE SOUTHEAST ON SAND ROAD FROM THE SEABOARD AIR LINE
 CK1457'RAILROAD STATION AND CROSSING AT WIGGINS, THENCE 0.4 MILE SOUTH
 CK1457'ON SAND ROAD, THENCE 2.5 MILES SOUTH AND SOUTHWEST ON SAND ROAD
 CK1457'TO BOAT LANDING AND CAMP SITE AT THE FIELD POINT ON COMBAHEE
 CK1457'RIVER.  ABOUT 415 FEET EAST OF THE BOAT LANDING ALONG A DIM TRAIL
 CK1457'LEADING TO THE SOUTHEAST TIP OF FIELD POINT, 150 FEET WEST OF
 CK1457'TIDAL 1 1934 114 FEET SOUTHEAST OF TIDAL 2 (1934), 30 FEET NORTH
 CK1457'OF BANK OF THE COMBAHEE RIVER AND JUST EAST OF OLD EMBANKMENT,
 CK1457'25 FEET SOUTHWEST OF THE CENTER OF A DIM TRAIL AND 1 FOOT SOUTH
 CK1457'OF A WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST
 CK1457'PROJECTING 1 INCH.
 CK1457
 CK1457                          STATION RECOVERY (1983)
 CK1457
 CK1457'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK1457'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KILOMETERS
 CK1457'(1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST OFFICE IN
 CK1457'GREEN POND, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG U.S.
 CK1457'HIGHWAY 17, THENCE 10.5 KILOMETERS (6.5 MILES) SOUTHERLY ALONG COUNTY
 CK1457'ROAD S-15-162, THENCE 3.8 KILOMETERS (2.35 MILES) SOUTHEAST ALONG
 CK1457'COUNTY ROAD S-15-161 TO AN ABANDONED RAILROAD CROSSING, CONTINUE AHEAD
 CK1457'1.05 KILOMETERS (0.65 MILE) SOUTHEAST ALONG A SAND ROAD, THENCE 0.6
 CK1457'KILOMETER (0.4 MILE) SOUTHWEST ALONG A SAND ROAD TO A Y-INTERSECTION,
 CK1457'CONTINUE AHEAD FOR 0.7 KILOMETER (0.45 MILE) SOUTHWEST ALONG THE MAIN
 CK1457'SAND ROAD TO A GRASSY ROAD LEFT, JUST BEFORE THE PUBLIC BOAT LANDING,
 CK1457'THENCE 0.2 KILOMETER (0.1 MILE) EAST ALONG THE GRASSY ROAD, SET NEAR A
 CK1457'13-INCH BLAZED OAK TREE JUST BEFORE THE ROAD TOUCHES THE RIVER BANK,
 CK1457'48.7 METERS (159.5 FEET) WEST-SOUTHWEST OF 866 7259 TIDAL 1,
 CK1457'10.6 METERS (35.0 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CK1457'THE GRASSY ROAD, 5.7 METERS (19.0 FEET) EAST OF THE 13-INCH BLAZED OAK
 CK1457'TREE, 3.3 METERS (11.0 FEET) NORTH OF THE EDGE OF THE RIVER BANK.
 CK1457'THE MARK IS 0.50 METERS  SE FROM  WOODEN POST
 CK1457'THE MARK IS 0.30 M ABOVE GRASSY ROAD.
 CK1457
 CK1457                          STATION RECOVERY (2005)
 CK1457
 CK1457'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK1457'STATION IS LOCATED 11.6 MI (18.67 KM) NORTHEAST OF BEAUFORT, 24.1 MI
 CK1457'(38.79 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--CHEEHA COMBAHEE
 CK1457'PLANTATION, ROUTE 1, BOX 154, GREEN POND, SC 29446, PHONE
 CK1457'843-844-2781. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK1457'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK1457'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK1457'HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF STATE ROAD 161
 CK1457'(STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI (8.61 KM) TO
 CK1457'THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), CONTINUE ON ROAD 161
 CK1457'(WIGGINS ROAD) FOR 3.0 MI (4.83 KM) TO THE FORK JUNCTION OF A SAND
 CK1457'ROAD, BEAR RIGHT ON THE SAND ROAD FOR 3.05 MI (4.91 KM) TO THE
 CK1457'JUNCTION OF A SAND ROAD, TURN LEFT ON THE SAND 0.15 MI (0.24 KM) TO
 CK1457'THE STATION ON THE RIGHT NEAR A PINE TREE. STATION IS A CONCRETE POST
 CK1457'FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) ABOVE THE ROAD, 74.2 FT (22.6
 CK1457'M) SOUTH OF THE CENTER OF THE ROAD, 4.9 FT (1.5 M) WEST NORTHWEST OF
 CK1457'THE 0.9-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 159.5 FT
 CK1457'(48.6 M) WEST SOUTHWEST OF TIDAL BENCH MARK 866 7259 1 TIDAL, 86.1 FT
 CK1457'(26.2 M) SOUTH OF A 1.6-FOOT OAK TREE WITH A SCGS REFERENCE WASHER
 CK1457'ATTACHED. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1455 ***********************************************************************
 CK1455  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1455  DESIGNATION -  866 7259 TIDAL 3
 CK1455  PID         -  CK1455
 CK1455  STATE/COUNTY-  SC/COLLETON
 CK1455  USGS QUAD   -  WIGGINS (1988)
 CK1455
 CK1455                         *CURRENT SURVEY CONTROL
 CK1455  ___________________________________________________________________
 CK1455* NAD 83(1986)-  32 34 04.     (N)    080 33 18.     (W)     SCALED    
 CK1455* NAVD 88     -         2.955  (meters)       9.69   (feet)  ADJUSTED  
 CK1455  ___________________________________________________________________
 CK1455  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK1455  DYNAMIC HT  -           2.952 (meters)       9.69  (feet)  COMP
 CK1455  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CK1455
 CK1455  VERT ORDER  -  FIRST     CLASS II
 CK1455
 CK1455.The horizontal coordinates were scaled from a topographic map and have
 CK1455.an estimated accuracy of +/- 6 seconds.
 CK1455
 CK1455.The orthometric height was determined by differential leveling
 CK1455.and adjusted by the National Geodetic Survey in June 1991..
 CK1455
 CK1455.This Tidal Bench Mark is designated as VM 14330
 CK1455.by the Center for Operational Oceanographic Products and Services.
 CK1455
 CK1455.The geoid height was determined by GEOID03.
 CK1455
 CK1455.The dynamic height is computed by dividing the NAVD 88
 CK1455.geopotential number by the normal gravity value computed on the
 CK1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1455.degrees latitude (g = 980.6199 gals.).
 CK1455
 CK1455.The modeled gravity was interpolated from observed gravity values.
 CK1455
 CK1455;                    North         East    Units  Estimated Accuracy
 CK1455;SPC SC       -    81,540.      651,390.      MT  (+/- 180 meters Scaled)
 CK1455
 CK1455                          SUPERSEDED SURVEY CONTROL
 CK1455
 CK1455  NGVD 29 (03/21/89)    3.231  (m)           10.60   (f) ADJUSTED    1 2
 CK1455
 CK1455.Superseded values are not recommended for survey control.
 CK1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1455.See file dsdata.txt to determine how the superseded data were derived.
 CK1455
 CK1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS417034(NAD 83)
 CK1455_MARKER: DJ = TIDAL STATION DISK
 CK1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1455_STAMPING: 3 1934
 CK1455_MARK LOGO: CGS   
 CK1455_PROJECTION: FLUSH
 CK1455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1455+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 CK1455
 CK1455  HISTORY     - Date     Condition        Report By
 CK1455  HISTORY     - 1934     MONUMENTED       CGS
 CK1455  HISTORY     - 1962     GOOD             NGS
 CK1455  HISTORY     - 1983     GOOD             SCGS
 CK1455  HISTORY     - 20050815 GOOD             SCGS
 CK1455
 CK1455                          STATION DESCRIPTION
 CK1455
 CK1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK1455'3.5 MI SW FROM WIGGINS.
 CK1455'0.6 MILE SOUTHEAST ON SAND ROAD FROM THE SEABOARD AIR LINE
 CK1455'RAILROAD STATION AND CROSSING AT WIGGINS, THENCE 0.4 MILE SOUTH
 CK1455'ON SAND ROAD, THENCE 2.5 MILES SOUTH AND SOUTHWEST ON SAND ROAD
 CK1455'TO BOAT LANDING AND CAMP SITE AT THE FIELD POINT ON COMBAHEE
 CK1455'RIVER.  ABOUT 300 FEET EAST OF THE BOAT LANDING ALONG A DIM
 CK1455'TRAIL LEADING TO THE SOUTHEAST TIP OF FIELD POINT, 220 FEET
 CK1455'NORTH OF BANK OF COMBAHEE RIVER, 114 FEET WEST OF TIDAL 2 (1934),
 CK1455'20 FEET SOUTH OF CENTER OF TRAIL, 20 FEET NORTH OF EMBANKMENT
 CK1455'AND 1 FOOT NORTHEAST OF A WOODEN WITNESS POST.  SET IN THE TOP
 CK1455'OF A CONCRETE POST PROJECTING 1 INCH.
 CK1455
 CK1455                          STATION RECOVERY (1983)
 CK1455
 CK1455'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK1455'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KILOMETERS
 CK1455'(1.45 MILES) SOUTH ALONG STATE HIGHWAY 303 FROM THE POST OFFICE IN
 CK1455'GREEN POND, THENCE 6.5 KILOMETERS (4.05 MILES) SOUTHWEST ALONG U.S.
 CK1455'HIGHWAY 17, THENCE 10.5 KILOMETERS (6.5 MILES) SOUTHERLY ALONG COUNTY
 CK1455'ROAD S-15-162, THENCE 3.8 KILOMETERS (2.35 MILES) SOUTHEAST ALONG
 CK1455'COUNTY ROAD S-15-161 TO AN ABANDONED RAILROAD CROSSING, CONTINUE AHEAD
 CK1455'FOR 1.05 KILOMETERS (0.65 MILE) SOUTHEAST ALONG A SAND ROAD, THENCE
 CK1455'0.6 KILOMETER (0.4 MILE) SOUTHWEST ALONG A SAND ROAD TO A
 CK1455'Y-INTERSECTION, CONTINUE AHEAD FOR 0.7 KILOMETER (0.45 MILE) SOUTHWEST
 CK1455'ALONG THE MAIN SAND ROAD TO GRASSY ROAD LEFT, JUST BEFORE THE PUBLIC
 CK1455'BOAT LANDING, THENCE 0.2 KILOMETER (0.1 MILE) EAST ALONG THE GRASSY
 CK1455'ROAD, SET NEAR A 50-INCH BLAZED OAK TREE ON THE RIGHT, 42.3 METERS
 CK1455'(139.0 FEET) SOUTH-SOUTHWEST OF THE HEADSTONE OF ALFRED GOODWIN,
 CK1455'4.5 METERS (15.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE GRASSY
 CK1455'ROAD, 5.8 METERS (19.5 FEET) NORTH-NORTHWEST OF THE 50-INCH BLAZED OAK
 CK1455'TREE.
 CK1455'THE MARK IS 0.60 METERS  NNE FROM  WOODEN POST
 CK1455'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1455
 CK1455                          STATION RECOVERY (2005)
 CK1455
 CK1455'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK1455'STATION IS LOCATED 11.6 MI (18.67 KM) NORTHEAST OF BEAUFORT, 24.1 MI
 CK1455'(38.79 KM) SOUTH SOUTHEAST OF WALTERBORO.  OWNERSHIP--CHEEHA COMBAHEE
 CK1455'PLANTATION, ROUTE 1, BOX 154, GREEN POND, SC 29446, PHONE
 CK1455'843-844-2781. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK1455'17 (ACE BASIN PARKWAY) AND STATE HIGHWAY 303 (GREEN POND HIGHWAY),
 CK1455'1.35 MI (2.09 KM) SOUTH SOUTHEAST OF GREEN POND, GO SOUTHWEST ON
 CK1455'HIGHWAY 17 FOR 0.7 MI (1.13 KM) TO THE JUNCTION OF STATE ROAD 161
 CK1455'(STOCKS CREEK ROAD), TURN LEFT ON ROAD 161 FOR 5.35 MI (8.61 KM) TO
 CK1455'THE JUNCTION OF STATE ROAD 162 (WIGGINS ROAD), CONTINUE ON ROAD 161
 CK1455'(WIGGINS ROAD) FOR 3.0 MI (4.83 KM) TO THE FORK JUNCTION OF A SAND
 CK1455'ROAD, BEAR RIGHT ON THE SAND ROAD FOR 3.05 MI (4.91 KM) TO THE
 CK1455'JUNCTION OF A SAND ROAD, TURN LEFT ON THE SAND 0.1 MI (0.16 KM) TO THE
 CK1455'STATION ON THE RIGHT NEAR A LIVE OAK TREE. STATION IS A CONCRETE POST
 CK1455'FLUSH WITH THE GROUND AND 0.5 FT (0.2 M) ABOVE THE ROAD, 12.4 FT (3.8
 CK1455'M) SOUTH OF THE CENTER OF THE ROAD, 19.0 FT (5.8 M) NORTH OF THE
 CK1455'3.5-FOOT BLAZED LIVE OAK TREE, 23.6 FT (7.2 M) WEST NORTHWEST OF A
 CK1455'1.5-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 51.5 FT (15.7
 CK1455'M) EAST OF A 2.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED.
 CK1455'RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2508 ***********************************************************************
 CK2508  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2508  DESIGNATION -  866 7281 D TIDAL
 CK2508  PID         -  CK2508
 CK2508  STATE/COUNTY-  SC/CHARLESTON
 CK2508  USGS QUAD   -  ROCKVILLE (1971)
 CK2508
 CK2508                         *CURRENT SURVEY CONTROL
 CK2508  ___________________________________________________________________
 CK2508* NAD 83(1986)-  32 33 46.     (N)    080 14 19.     (W)     SCALED    
 CK2508* NAVD 88     -         2.433  (meters)       7.98   (feet)  ADJUSTED  
 CK2508  ___________________________________________________________________
 CK2508  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 CK2508  DYNAMIC HT  -           2.431 (meters)       7.98  (feet)  COMP
 CK2508  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CK2508
 CK2508  VERT ORDER  -  FIRST     CLASS II
 CK2508
 CK2508.The horizontal coordinates were scaled from a topographic map and have
 CK2508.an estimated accuracy of +/- 6 seconds.
 CK2508
 CK2508.The orthometric height was determined by differential leveling
 CK2508.and adjusted by the National Geodetic Survey in June 1991..
 CK2508
 CK2508.This Tidal Bench Mark is designated as VM 12067
 CK2508.by the Center for Operational Oceanographic Products and Services.
 CK2508
 CK2508.The geoid height was determined by GEOID03.
 CK2508
 CK2508.The dynamic height is computed by dividing the NAVD 88
 CK2508.geopotential number by the normal gravity value computed on the
 CK2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2508.degrees latitude (g = 980.6199 gals.).
 CK2508
 CK2508.The modeled gravity was interpolated from observed gravity values.
 CK2508
 CK2508;                    North         East    Units  Estimated Accuracy
 CK2508;SPC SC       -    81,160.      681,100.      MT  (+/- 180 meters Scaled)
 CK2508
 CK2508                          SUPERSEDED SURVEY CONTROL
 CK2508
 CK2508  NGVD 29 (03/21/89)    2.725  (m)            8.94   (f) ADJUSTED    1 2
 CK2508
 CK2508.Superseded values are not recommended for survey control.
 CK2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2508.See file dsdata.txt to determine how the superseded data were derived.
 CK2508
 CK2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS714030(NAD 83)
 CK2508_MARKER: DJ = TIDAL STATION DISK
 CK2508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2508_SP_SET: STAINLESS STEEL ROD
 CK2508_STAMPING: 7281 D 1979
 CK2508_MARK LOGO: NOS   
 CK2508_PROJECTION: FLUSH
 CK2508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2508_ROD/PIPE-DEPTH: 16.5 meters
 CK2508
 CK2508  HISTORY     - Date     Condition        Report By
 CK2508  HISTORY     - 1979     MONUMENTED       NOS
 CK2508  HISTORY     - 1983     GOOD             SCGS
 CK2508
 CK2508                          STATION DESCRIPTION
 CK2508
 CK2508'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2508'IN EDISTO ISLAND.
 CK2508'2.95 KILOMETERS (1.85 MILES) EASTERLY ALONG COUNTY ROAD S-10-1452 FROM
 CK2508'THE EDISTO ISLAND POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 174 ON
 CK2508'EDISTO ISLAND TO END OF PAVEMENT, CONTINUE EASTERLY ALONG A SAND ROAD
 CK2508'FOR 1.1 KILOMETERS (0.7 MILE) TO A TEE-INTERSECTION, THENCE 0.7
 CK2508'KILOMETER (0.45 MILE) SOUTHEAST ALONG A SAND ROAD TO A Y-JUNCTION IN
 CK2508'THE ROAD, CONTINUE EASTERLY (RIGHT) ALONG A GRASSY ROAD FOR 0.9
 CK2508'KILOMETER (0.55 MILE), SET NEAR A 50-INCH OAK TREE AT THE WEST
 CK2508'ENTRANCE DRIVE, 1.5 METERS (5.2 FEET) NORTH-NORTHEAST OF A 4-FOOT WOOD
 CK2508'FENCE LINE, 61.6 METERS (202.4 FEET) EAST OF THE NORTHWEST CORNER OF A
 CK2508'WOOD FENCE, 20.2 METERS (66.4 FEET) WEST-NORTHWEST OF THE APPROXIMATE
 CK2508'CENTER OF THE WEST ENTRANCE WITH CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2507 ***********************************************************************
 CK2507  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2507  DESIGNATION -  866 7281 E TIDAL
 CK2507  PID         -  CK2507
 CK2507  STATE/COUNTY-  SC/CHARLESTON
 CK2507  USGS QUAD   -  ROCKVILLE (1971)
 CK2507
 CK2507                         *CURRENT SURVEY CONTROL
 CK2507  ___________________________________________________________________
 CK2507* NAD 83(1986)-  32 33 46.     (N)    080 14 19.     (W)     SCALED    
 CK2507* NAVD 88     -         2.217  (meters)       7.27   (feet)  ADJUSTED  
 CK2507  ___________________________________________________________________
 CK2507  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 CK2507  DYNAMIC HT  -           2.215 (meters)       7.27  (feet)  COMP
 CK2507  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CK2507
 CK2507  VERT ORDER  -  FIRST     CLASS II
 CK2507
 CK2507.The horizontal coordinates were scaled from a topographic map and have
 CK2507.an estimated accuracy of +/- 6 seconds.
 CK2507
 CK2507.The orthometric height was determined by differential leveling
 CK2507.and adjusted by the National Geodetic Survey in June 1991..
 CK2507
 CK2507.This Tidal Bench Mark is designated as VM 12068
 CK2507.by the Center for Operational Oceanographic Products and Services.
 CK2507
 CK2507.The geoid height was determined by GEOID03.
 CK2507
 CK2507.The dynamic height is computed by dividing the NAVD 88
 CK2507.geopotential number by the normal gravity value computed on the
 CK2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2507.degrees latitude (g = 980.6199 gals.).
 CK2507
 CK2507.The modeled gravity was interpolated from observed gravity values.
 CK2507
 CK2507;                    North         East    Units  Estimated Accuracy
 CK2507;SPC SC       -    81,160.      681,100.      MT  (+/- 180 meters Scaled)
 CK2507
 CK2507                          SUPERSEDED SURVEY CONTROL
 CK2507
 CK2507  NGVD 29 (03/21/89)    2.509  (m)            8.23   (f) ADJUSTED    1 2
 CK2507
 CK2507.Superseded values are not recommended for survey control.
 CK2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2507.See file dsdata.txt to determine how the superseded data were derived.
 CK2507
 CK2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS714030(NAD 83)
 CK2507_MARKER: DJ = TIDAL STATION DISK
 CK2507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2507_SP_SET: STAINLESS STEEL ROD
 CK2507_STAMPING: 7281 E 1979
 CK2507_MARK LOGO: NOS   
 CK2507_PROJECTION: FLUSH
 CK2507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2507_ROD/PIPE-DEPTH: 14.6 meters
 CK2507
 CK2507  HISTORY     - Date     Condition        Report By
 CK2507  HISTORY     - 1979     MONUMENTED       NOS
 CK2507  HISTORY     - 1983     GOOD             SCGS
 CK2507
 CK2507                          STATION DESCRIPTION
 CK2507
 CK2507'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2507'IN EDISTO ISLAND.
 CK2507'2.95 KILOMETERS (1.85 MILES) EASTERLY ALONG COUNTY ROAD S-10-1452 FROM
 CK2507'THE EDISTO ISLAND POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 174 ON
 CK2507'EDISTO ISLAND TO END OF PAVEMENT, CONTINUE EASTERLY ALONG A SAND ROAD
 CK2507'FOR 1.1 KILOMETERS (0.7 MILE) TO A TEE-INTERSECTION, THENCE 0.7
 CK2507'KILOMETER (0.45 MILE) SOUTHEAST ALONG A SAND ROAD TO A Y-JUNCTION IN
 CK2507'THE ROAD, CONTINUE EASTERLY (RIGHT) ALONG A GRASSY ROAD FOR 0.9
 CK2507'KILOMETER (0.55 MILE), SET NEAR A BARBED WIRE FENCE, 65.5 METERS
 CK2507'(215.0 FEET) NORTH-NORTHEAST OF 866 7281 D TIDAL, 3.4 METERS (11.0
 CK2507'FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT DRIVE,
 CK2507'3.7 METERS (12.1 FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 CK2507'OLD WOOD BUILDING, 1.2 METERS (4.0 FEET) NORTH-NORTHEAST OF A BARBED
 CK2507'WIRE FENCE.
 CK2507'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2511 ***********************************************************************
 CK2511  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2511  DESIGNATION -  866 7281 F TIDAL
 CK2511  PID         -  CK2511
 CK2511  STATE/COUNTY-  SC/CHARLESTON
 CK2511  USGS QUAD   -  ROCKVILLE (1971)
 CK2511
 CK2511                         *CURRENT SURVEY CONTROL
 CK2511  ___________________________________________________________________
 CK2511* NAD 83(1986)-  32 33 46.     (N)    080 14 19.     (W)     SCALED    
 CK2511* NAVD 88     -         2.659  (meters)       8.72   (feet)  ADJUSTED  
 CK2511  ___________________________________________________________________
 CK2511  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 CK2511  DYNAMIC HT  -           2.656 (meters)       8.71  (feet)  COMP
 CK2511  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CK2511
 CK2511  VERT ORDER  -  FIRST     CLASS II
 CK2511
 CK2511.The horizontal coordinates were scaled from a topographic map and have
 CK2511.an estimated accuracy of +/- 6 seconds.
 CK2511
 CK2511.The orthometric height was determined by differential leveling
 CK2511.and adjusted by the National Geodetic Survey in June 1991..
 CK2511
 CK2511.This Tidal Bench Mark is designated as VM 12069
 CK2511.by the Center for Operational Oceanographic Products and Services.
 CK2511
 CK2511.The geoid height was determined by GEOID03.
 CK2511
 CK2511.The dynamic height is computed by dividing the NAVD 88
 CK2511.geopotential number by the normal gravity value computed on the
 CK2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2511.degrees latitude (g = 980.6199 gals.).
 CK2511
 CK2511.The modeled gravity was interpolated from observed gravity values.
 CK2511
 CK2511;                    North         East    Units  Estimated Accuracy
 CK2511;SPC SC       -    81,160.      681,100.      MT  (+/- 180 meters Scaled)
 CK2511
 CK2511                          SUPERSEDED SURVEY CONTROL
 CK2511
 CK2511  NGVD 29 (03/21/89)    2.950  (m)            9.68   (f) ADJUSTED    1 2
 CK2511
 CK2511.Superseded values are not recommended for survey control.
 CK2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2511.See file dsdata.txt to determine how the superseded data were derived.
 CK2511
 CK2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS714030(NAD 83)
 CK2511_MARKER: DJ = TIDAL STATION DISK
 CK2511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2511_SP_SET: STAINLESS STEEL ROD
 CK2511_STAMPING: 7281 F 1979
 CK2511_MARK LOGO: NOS   
 CK2511_PROJECTION: FLUSH
 CK2511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2511_ROD/PIPE-DEPTH: 14.6 meters
 CK2511
 CK2511  HISTORY     - Date     Condition        Report By
 CK2511  HISTORY     - 1979     MONUMENTED       NOS
 CK2511  HISTORY     - 1983     GOOD             SCGS
 CK2511
 CK2511                          STATION DESCRIPTION
 CK2511
 CK2511'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2511'IN EDISTO ISLAND.
 CK2511'2.95 KILOMETERS (1.85 MILES) EASTERLY ALONG COUNTY ROAD S-10-1452 FROM
 CK2511'THE EDISTO ISLAND POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 174 ON
 CK2511'EDISTO ISLAND TO END OF PAVEMENT, CONTINUE EASTERLY ALONG A SAND ROAD
 CK2511'FOR 1.1 KILOMETERS (0.7 MILE) TO A TEE-INTERSECTION, THENCE 0.7
 CK2511'KILOMETER (0.45 MILE) SOUTHEAST ALONG A SAND ROAD TO A Y-JUNCTION IN
 CK2511'THE ROAD, CONTINUE EASTERLY (RIGHT) ALONG A GRASSY ROAD FOR 0.9
 CK2511'KILOMETER (0.55 MILE), SET NEAR THE NORTHEAST CORNER OF A WOODEN
 CK2511'FENCE, 53.1 METERS (174.4 FEET) NORTHEAST OF 866 7281 H TIDAL,
 CK2511'4.9 METERS (16.0 FEET) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE
 CK2511'FENCE, 0.9 METER (3.0 FEET) NORTH-NORTHEAST OF THE WOODEN FENCE.
 CK2511'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2509 ***********************************************************************
 CK2509  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2509  DESIGNATION -  866 7281 G TIDAL
 CK2509  PID         -  CK2509
 CK2509  STATE/COUNTY-  SC/CHARLESTON
 CK2509  USGS QUAD   -  ROCKVILLE (1971)
 CK2509
 CK2509                         *CURRENT SURVEY CONTROL
 CK2509  ___________________________________________________________________
 CK2509* NAD 83(1986)-  32 33 46.     (N)    080 14 19.     (W)     SCALED    
 CK2509* NAVD 88     -         2.684  (meters)       8.81   (feet)  ADJUSTED  
 CK2509  ___________________________________________________________________
 CK2509  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 CK2509  DYNAMIC HT  -           2.681 (meters)       8.80  (feet)  COMP
 CK2509  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CK2509
 CK2509  VERT ORDER  -  FIRST     CLASS II
 CK2509
 CK2509.The horizontal coordinates were scaled from a topographic map and have
 CK2509.an estimated accuracy of +/- 6 seconds.
 CK2509
 CK2509.The orthometric height was determined by differential leveling
 CK2509.and adjusted by the National Geodetic Survey in June 1991..
 CK2509
 CK2509.This Tidal Bench Mark is designated as VM 12070
 CK2509.by the Center for Operational Oceanographic Products and Services.
 CK2509
 CK2509.The geoid height was determined by GEOID03.
 CK2509
 CK2509.The dynamic height is computed by dividing the NAVD 88
 CK2509.geopotential number by the normal gravity value computed on the
 CK2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2509.degrees latitude (g = 980.6199 gals.).
 CK2509
 CK2509.The modeled gravity was interpolated from observed gravity values.
 CK2509
 CK2509;                    North         East    Units  Estimated Accuracy
 CK2509;SPC SC       -    81,160.      681,100.      MT  (+/- 180 meters Scaled)
 CK2509
 CK2509                          SUPERSEDED SURVEY CONTROL
 CK2509
 CK2509  NGVD 29 (03/21/89)    2.976  (m)            9.76   (f) ADJUSTED    1 2
 CK2509
 CK2509.Superseded values are not recommended for survey control.
 CK2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2509.See file dsdata.txt to determine how the superseded data were derived.
 CK2509
 CK2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS714030(NAD 83)
 CK2509_MARKER: DJ = TIDAL STATION DISK
 CK2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2509_SP_SET: CONCRETE POST
 CK2509_STAMPING: 7281 G 1983
 CK2509_MARK LOGO: NOS   
 CK2509_PROJECTION: RECESSED 7 CENTIMETERS
 CK2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2509+STABILITY: SURFACE MOTION
 CK2509
 CK2509  HISTORY     - Date     Condition        Report By
 CK2509  HISTORY     - 1983     MONUMENTED       NOS
 CK2509  HISTORY     - 1983     GOOD             SCGS
 CK2509
 CK2509                          STATION DESCRIPTION
 CK2509
 CK2509'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2509'IN EDISTO ISLAND.
 CK2509'2.95 KILOMETERS (1.85 MILES) EASTERLY ALONG COUNTY ROAD S-10-1452 FROM
 CK2509'THE EDISTO POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 174 ON EDISTO
 CK2509'ISLAND TO END OF PAVEMENT, CONTINUE EASTERLY ALONG A SAND ROAD FOR 1.1
 CK2509'KILOMETERS (0.7 MILE) TO A TEE-INTERSECTION, THENCE 0.7 KILOMETER
 CK2509'(0.45 MILE) SOUTHEAST ALONG A SAND ROAD TO A Y-JUNCTION IN THE ROAD,
 CK2509'CONTINUE EASTERLY (RIGHT) ALONG A GRASSY ROAD FOR 0.9 KILOMETER (0.55
 CK2509'MILE), SET NEAR THE SOUTHWEST CORNER OF A SMALL WOODEN BARN,
 CK2509'52.4 METERS (172.0 FEET) NORTH-NORTHWEST OF THE ENTRANCE TO A BOAT
 CK2509'DOCK, 4.0 METERS (13.3 FEET) SOUTH-SOUTHWEST OF A LONE 48-INCH
 CK2509'PALMETTO TREE ON THE WEST SIDE OF THE BARN, 2.8 METERS (9.4 FEET)
 CK2509'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN.
 CK2509'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2510 ***********************************************************************
 CK2510  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2510  DESIGNATION -  866 7281 H TIDAL
 CK2510  PID         -  CK2510
 CK2510  STATE/COUNTY-  SC/CHARLESTON
 CK2510  USGS QUAD   -  ROCKVILLE (1971)
 CK2510
 CK2510                         *CURRENT SURVEY CONTROL
 CK2510  ___________________________________________________________________
 CK2510* NAD 83(1986)-  32 33 46.     (N)    080 14 19.     (W)     SCALED    
 CK2510* NAVD 88     -         2.813  (meters)       9.23   (feet)  ADJUSTED  
 CK2510  ___________________________________________________________________
 CK2510  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 CK2510  DYNAMIC HT  -           2.810 (meters)       9.22  (feet)  COMP
 CK2510  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CK2510
 CK2510  VERT ORDER  -  FIRST     CLASS II
 CK2510
 CK2510.The horizontal coordinates were scaled from a topographic map and have
 CK2510.an estimated accuracy of +/- 6 seconds.
 CK2510
 CK2510.The orthometric height was determined by differential leveling
 CK2510.and adjusted by the National Geodetic Survey in June 1991..
 CK2510
 CK2510.This Tidal Bench Mark is designated as VM 12071
 CK2510.by the Center for Operational Oceanographic Products and Services.
 CK2510
 CK2510.The geoid height was determined by GEOID03.
 CK2510
 CK2510.The dynamic height is computed by dividing the NAVD 88
 CK2510.geopotential number by the normal gravity value computed on the
 CK2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2510.degrees latitude (g = 980.6199 gals.).
 CK2510
 CK2510.The modeled gravity was interpolated from observed gravity values.
 CK2510
 CK2510;                    North         East    Units  Estimated Accuracy
 CK2510;SPC SC       -    81,160.      681,100.      MT  (+/- 180 meters Scaled)
 CK2510
 CK2510                          SUPERSEDED SURVEY CONTROL
 CK2510
 CK2510  NGVD 29 (03/21/89)    3.104  (m)           10.18   (f) ADJUSTED    1 2
 CK2510
 CK2510.Superseded values are not recommended for survey control.
 CK2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2510.See file dsdata.txt to determine how the superseded data were derived.
 CK2510
 CK2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS714030(NAD 83)
 CK2510_MARKER: DJ = TIDAL STATION DISK
 CK2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2510_SP_SET: CONCRETE POST
 CK2510_STAMPING: 7281 H 1983
 CK2510_MARK LOGO: NOS   
 CK2510_PROJECTION: FLUSH
 CK2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2510+STABILITY: SURFACE MOTION
 CK2510
 CK2510  HISTORY     - Date     Condition        Report By
 CK2510  HISTORY     - 1983     MONUMENTED       NOS
 CK2510  HISTORY     - 1983     GOOD             SCGS
 CK2510
 CK2510                          STATION DESCRIPTION
 CK2510
 CK2510'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2510'IN EDISTO ISLAND.
 CK2510'2.95 KILOMETERS (1.85 MILES) EASTERLY ALONG COUNTY ROAD S-10-1452 FROM
 CK2510'THE EDISTO POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 174 ON EDISTO
 CK2510'ISLAND TO END OF PAVEMENT, CONTINUE EASTERLY ALONG A SAND ROAD FOR 1.1
 CK2510'KILOMETERS (0.7 MILE) TO A TEE-INTERSECTION, THENCE 0.7 KILOMETER
 CK2510'(0.45 MILE) SOUTHEAST ALONG A SAND ROAD TO A Y-JUNCTION IN THE ROAD,
 CK2510'CONTINUE EASTERLY (RIGHT) ALONG A GRASSY ROAD FOR 0.9 KILOMETER (0.55
 CK2510'MILE), SET NEAR A POWER POLE WITH TRANSFORMER ATTACHED, 1.0 METER (3.3
 CK2510'FEET) WEST-SOUTHWEST OF POWER POLE NUMBER 49510, 5.2 METERS (17.0
 CK2510'FEET) EAST OF A 48-INCH PINE TREE, 11.9 METERS (39.0 FEET) NORTHEAST
 CK2510'OF THE NORTH FACE OF AN OCTAGON WATER PUMP HOUSE, 25.9 METERS (85.2
 CK2510'FEET) NORTH OF THE NORTHWEST CORNER OF A TWO-STORY HOUSE.
 CK2510'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2200 ***********************************************************************
 CK2200  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2200  DESIGNATION -  866 7411 B TIDAL
 CK2200  PID         -  CK2200
 CK2200  STATE/COUNTY-  SC/BEAUFORT
 CK2200  USGS QUAD   -  DALE (1988)
 CK2200
 CK2200                         *CURRENT SURVEY CONTROL
 CK2200  ___________________________________________________________________
 CK2200* NAD 83(1986)-  32 32 18.     (N)    080 44 41.     (W)     SCALED    
 CK2200* NAVD 88     -         1.774  (meters)       5.82   (feet)  ADJUSTED  
 CK2200  ___________________________________________________________________
 CK2200  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2200  DYNAMIC HT  -           1.772 (meters)       5.81  (feet)  COMP
 CK2200  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 CK2200
 CK2200  VERT ORDER  -  FIRST     CLASS II
 CK2200
 CK2200.The horizontal coordinates were scaled from a topographic map and have
 CK2200.an estimated accuracy of +/- 6 seconds.
 CK2200
 CK2200.The orthometric height was determined by differential leveling
 CK2200.and adjusted by the National Geodetic Survey in June 1991..
 CK2200
 CK2200.This Tidal Bench Mark is designated as VM 6762
 CK2200.by the Center for Operational Oceanographic Products and Services.
 CK2200
 CK2200.The geoid height was determined by GEOID03.
 CK2200
 CK2200.The dynamic height is computed by dividing the NAVD 88
 CK2200.geopotential number by the normal gravity value computed on the
 CK2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2200.degrees latitude (g = 980.6199 gals.).
 CK2200
 CK2200.The modeled gravity was interpolated from observed gravity values.
 CK2200
 CK2200;                    North         East    Units  Estimated Accuracy
 CK2200;SPC SC       -    78,220.      633,580.      MT  (+/- 180 meters Scaled)
 CK2200
 CK2200                          SUPERSEDED SURVEY CONTROL
 CK2200
 CK2200  NGVD 29 (03/21/89)    2.055  (m)            6.74   (f) ADJUSTED    1 2
 CK2200
 CK2200.Superseded values are not recommended for survey control.
 CK2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2200.See file dsdata.txt to determine how the superseded data were derived.
 CK2200
 CK2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS239001(NAD 83)
 CK2200_MARKER: DJ = TIDAL STATION DISK
 CK2200_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2200_SP_SET: GALVANIZED STEEL ROD
 CK2200_STAMPING: 7411 B 1977
 CK2200_MARK LOGO: NOS   
 CK2200_PROJECTION: FLUSH
 CK2200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2200+STABILITY: POSITION/ELEVATION WELL
 CK2200_ROD/PIPE-DEPTH: 11.6 meters
 CK2200
 CK2200  HISTORY     - Date     Condition        Report By
 CK2200  HISTORY     - 1977     MONUMENTED       NOS
 CK2200  HISTORY     - 1982     GOOD             SCGS
 CK2200  HISTORY     - 19891121 GOOD             SCGS
 CK2200  HISTORY     - 19960612 MARK NOT FOUND   USPSQD
 CK2200
 CK2200                          STATION DESCRIPTION
 CK2200
 CK2200'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2200'1.6 KM (1.0 MI) SOUTH FROM LOBECO.
 CK2200'1.6 KILOMETER (1.0 MILE) SOUTH ALONG U.S. HIGHWAY 21, FROM THE
 CK2200'SEABOARD COASTLINE RAILROAD CROSSING AT LOBECO, SET IN THE MEDIAN
 CK2200'OF THE NORTH AND SOUTH BOUND LANE OF HIGHWAY 21, JUST SOUTH OF THE
 CK2200'COOSAW BRIDGE, 6.7 METERS (22.0 FEET) WEST NORTHWEST OF THE
 CK2200'CENTERLINE OF HIGHWAY 21 NORTH BOUND LANE, 108.8 METERS (357.0 FEET)
 CK2200'NORTH OF BM 7411 C AND 112.2 METERS (368.6 FEET) SOUTH SOUTHWEST OF
 CK2200'BM J 107.
 CK2200'THE MARK IS ABOVE LEVEL WITH HIGHWAY 21 NORTH.
 CK2200
 CK2200                          STATION RECOVERY (1989)
 CK2200
 CK2200'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK2200'RECOVERED IN GOOD CONDITION, IT WAS REPORTED TO SCGS THAT THIS STATION
 CK2200'WILL BE DESTROYED IN THE NEAR FUTURE, A NEW NORTH BOUND BRIDGE OVER
 CK2200'WHALE BRANCH IS BEING CONSTRUCTED DESTROYING THIS STATION, A NEW
 CK2200'RESET STATION WAS SET AT THIS TIME.
 CK2200'RECOVERY BY D.D. WOODS.
 CK2200
 CK2200                          STATION RECOVERY (1996)
 CK2200
 CK2200'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5852 ***********************************************************************
 CK5852  DESIGNATION -  866 7411 B TIDAL RESET
 CK5852  PID         -  CK5852
 CK5852  STATE/COUNTY-  SC/BEAUFORT
 CK5852  USGS QUAD   -  DALE (1988)
 CK5852
 CK5852                         *CURRENT SURVEY CONTROL
 CK5852  ___________________________________________________________________
 CK5852* NAD 83(1986)-  32 32 18.     (N)    080 44 41.     (W)     SCALED    
 CK5852* NAVD 88     -         2.98   (meters)       9.8    (feet)  RESET     
 CK5852  ___________________________________________________________________
 CK5852  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK5852
 CK5852  VERT ORDER  -  THIRD
 CK5852
 CK5852.The horizontal coordinates were scaled from a topographic map and have
 CK5852.an estimated accuracy of +/- 6 seconds.
 CK5852
 CK5852.The orthometric height was computed from unverified reset data.
 CK5852.No vertical observational check was made to the station.
 CK5852
 CK5852.The geoid height was determined by GEOID03.
 CK5852
 CK5852;                    North         East    Units  Estimated Accuracy
 CK5852;SPC SC       -    78,220.      633,580.      MT  (+/- 180 meters Scaled)
 CK5852
 CK5852                          SUPERSEDED SURVEY CONTROL
 CK5852
 CK5852  NGVD 29 (01/15/02)    3.26   (m)           10.7    (f) RESET       3  
 CK5852
 CK5852.Superseded values are not recommended for survey control.
 CK5852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5852.See file dsdata.txt to determine how the superseded data were derived.
 CK5852
 CK5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS239001(NAD 83)
 CK5852_MARKER: DJ = TIDAL STATION DISK
 CK5852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5852_SP_SET: CONCRETE POST
 CK5852_STAMPING: 7411 B RESET 1989
 CK5852_MARK LOGO: NOS   
 CK5852_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK5852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5852+STABILITY: SURFACE MOTION
 CK5852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5852+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CK5852
 CK5852  HISTORY     - Date     Condition        Report By
 CK5852  HISTORY     - 1989     MONUMENTED       SCGS
 CK5852  HISTORY     - 19960612 GOOD             USPSQD
 CK5852
 CK5852                          STATION DESCRIPTION
 CK5852
 CK5852'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK5852'STATION IS LOCATED 0.95 MILE SOUTH OF LOBECO, 8.0 MILES NORTHWEST OF
 CK5852'BEAUFORT.
 CK5852'TO REACH THE STATION FROM THE SOUTH END OF THE SOUTHBOUND BRIDGE OF
 CK5852'U.S. HIGHWAY 21 OVER WHALE BRANCH CREEK (0.9 MILE SOUTH OF LOBECO),
 CK5852'GO SOUTH ON HIGHWAY 21 FOR 0.05 MILE TO THE STATION ON THE RIGHT,
 CK5852'NEAR THE TREE LINE.
 CK5852'STATION IS A CONCRETE POST PROJECTING 4-INCHES AND 6.5 FEET BELOW THE
 CK5852'HIGHWAY, 13.7 FEET WEST SOUTHWEST OF A 4-FOOT TALL METAL UNDERGROUND
 CK5852'CABLE WARNING SIGN AND POST, 55.7 FEET WEST OF THE CENTER OF THE
 CK5852'SOUTHBOUND LANES OF THE HIGHWAY, 221.0 FEET SOUTH SOUTHWEST OF THE
 CK5852'SOUTHWEST CORNER OF THE BRIDGE, 1.4 FEET EAST OF A WITNESS POST.
 CK5852'DESCRIBED BY T. HALL.
 CK5852
 CK5852                          STATION RECOVERY (1996)
 CK5852
 CK5852'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2201 ***********************************************************************
 CK2201  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2201  DESIGNATION -  866 7411 C TIDAL
 CK2201  PID         -  CK2201
 CK2201  STATE/COUNTY-  SC/BEAUFORT
 CK2201  USGS QUAD   -  DALE (1988)
 CK2201
 CK2201                         *CURRENT SURVEY CONTROL
 CK2201  ___________________________________________________________________
 CK2201* NAD 83(1986)-  32 32 17.     (N)    080 44 42.     (W)     SCALED    
 CK2201* NAVD 88     -         1.983  (meters)       6.51   (feet)  ADJUSTED  
 CK2201  ___________________________________________________________________
 CK2201  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2201  DYNAMIC HT  -           1.981 (meters)       6.50  (feet)  COMP
 CK2201  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 CK2201
 CK2201  VERT ORDER  -  FIRST     CLASS II
 CK2201
 CK2201.The horizontal coordinates were scaled from a topographic map and have
 CK2201.an estimated accuracy of +/- 6 seconds.
 CK2201
 CK2201.The orthometric height was determined by differential leveling
 CK2201.and adjusted by the National Geodetic Survey in June 1991..
 CK2201
 CK2201.This Tidal Bench Mark is designated as VM 6763
 CK2201.by the Center for Operational Oceanographic Products and Services.
 CK2201
 CK2201.The geoid height was determined by GEOID03.
 CK2201
 CK2201.The dynamic height is computed by dividing the NAVD 88
 CK2201.geopotential number by the normal gravity value computed on the
 CK2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2201.degrees latitude (g = 980.6199 gals.).
 CK2201
 CK2201.The modeled gravity was interpolated from observed gravity values.
 CK2201
 CK2201;                    North         East    Units  Estimated Accuracy
 CK2201;SPC SC       -    78,190.      633,550.      MT  (+/- 180 meters Scaled)
 CK2201
 CK2201                          SUPERSEDED SURVEY CONTROL
 CK2201
 CK2201  NGVD 29 (03/21/89)    2.264  (m)            7.43   (f) ADJUSTED    1 2
 CK2201
 CK2201.Superseded values are not recommended for survey control.
 CK2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2201.See file dsdata.txt to determine how the superseded data were derived.
 CK2201
 CK2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS239001(NAD 83)
 CK2201_MARKER: DJ = TIDAL STATION DISK
 CK2201_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2201_SP_SET: GALVANIZED STEEL ROD
 CK2201_STAMPING: 7411 C 1977
 CK2201_MARK LOGO: NOS   
 CK2201_PROJECTION: FLUSH
 CK2201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2201+STABILITY: POSITION/ELEVATION WELL
 CK2201_ROD/PIPE-DEPTH: 9.10 meters
 CK2201
 CK2201  HISTORY     - Date     Condition        Report By
 CK2201  HISTORY     - 1977     MONUMENTED       NOS
 CK2201  HISTORY     - 1982     GOOD             SCGS
 CK2201  HISTORY     - 19891121 GOOD             SCGS
 CK2201  HISTORY     - 19960612 MARK NOT FOUND   USPSQD
 CK2201
 CK2201                          STATION DESCRIPTION
 CK2201
 CK2201'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2201'1.6 KM (1.0 MI) SOUTH FROM LOBECO.
 CK2201'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG U.S. HIGHWAY 21, FROM THE
 CK2201'SEABOARD COASTLINE RAILROAD CROSSING AT LOBECO, SET IN THE MEDIAN
 CK2201'OF THE NORTH AND SOUTH BOUND LANES OF HIGHWAY 21, JUST SOUTH OF THE
 CK2201'COOSAW RIVER BRIDGE, 6.2 METERS (20.5 FEET) WEST OF THE CENTERLINE
 CK2201'OF HIGHWAY 21 NORTHBOUND, 99.7 METERS (327.0 FEET) SOUTH OF
 CK2201'BM 7411 B AND 108.2 METERS (355.1 FEET) NORTH OF BM 7411 F.
 CK2201'THE MARK IS ABOVE LEVEL WITH HIGHWAY 21 NORTH.
 CK2201
 CK2201                          STATION RECOVERY (1989)
 CK2201
 CK2201'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK2201'RECOVERED IN GOOD CONDITION, IT WAS REPORTED TO SCGS THAT THIS STATION
 CK2201'WILL BE DESTROYED IN THE NEAR FUTURE, A NEW NORTH BOUND BRIDGE OVER
 CK2201'WHALE BRANCH IS BEING CONSTRUCTED DESTROYING THIS STATION, A NEW
 CK2201'RESET STATION WAS SET AT THIS TIME.
 CK2201'RECOVERY BY D.D. WOODS.
 CK2201
 CK2201                          STATION RECOVERY (1996)
 CK2201
 CK2201'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5853 ***********************************************************************
 CK5853  DESIGNATION -  866 7411 C TIDAL RESET
 CK5853  PID         -  CK5853
 CK5853  STATE/COUNTY-  SC/BEAUFORT
 CK5853  USGS QUAD   -  DALE (1988)
 CK5853
 CK5853                         *CURRENT SURVEY CONTROL
 CK5853  ___________________________________________________________________
 CK5853* NAD 83(1986)-  32 32 17.     (N)    080 44 42.     (W)     SCALED    
 CK5853* NAVD 88     -         1.85   (meters)       6.1    (feet)  RESET     
 CK5853  ___________________________________________________________________
 CK5853  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK5853
 CK5853  VERT ORDER  -  THIRD
 CK5853
 CK5853.The horizontal coordinates were scaled from a topographic map and have
 CK5853.an estimated accuracy of +/- 6 seconds.
 CK5853
 CK5853.The orthometric height was computed from unverified reset data.
 CK5853.No vertical observational check was made to the station.
 CK5853
 CK5853.The geoid height was determined by GEOID03.
 CK5853
 CK5853;                    North         East    Units  Estimated Accuracy
 CK5853;SPC SC       -    78,190.      633,550.      MT  (+/- 180 meters Scaled)
 CK5853
 CK5853                          SUPERSEDED SURVEY CONTROL
 CK5853
 CK5853  NGVD 29 (01/15/02)    2.13   (m)            7.0    (f) RESET       3  
 CK5853
 CK5853.Superseded values are not recommended for survey control.
 CK5853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5853.See file dsdata.txt to determine how the superseded data were derived.
 CK5853
 CK5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS239001(NAD 83)
 CK5853_MARKER: DD = SURVEY DISK
 CK5853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5853_SP_SET: CONCRETE POST
 CK5853_STAMPING: 7411 C RESET 1989
 CK5853_MARK LOGO: SCGS  
 CK5853_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK5853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5853+STABILITY: SURFACE MOTION
 CK5853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5853+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CK5853
 CK5853  HISTORY     - Date     Condition        Report By
 CK5853  HISTORY     - 1989     MONUMENTED       SCGS
 CK5853  HISTORY     - 19960612 GOOD             USPSQD
 CK5853
 CK5853                          STATION DESCRIPTION
 CK5853
 CK5853'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK5853'STATION IS LOCATED 1.05 MILES SOUTH OF LOBECO, 7.9 MILES NORTHWEST OF
 CK5853'BEAUFORT.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK5853'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5853'TO REACH THE STATION FROM THE SOUTH END OF THE SOUTHBOUND BRIDGE OF
 CK5853'U.S. HIGHWAY 21 OVER WHALE BRANCH CREEK (0.9 MILE SOUTH OF LOBECO),
 CK5853'GO SOUTH ON HIGHWAY 21 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CK5853'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.5 FEET BELOW
 CK5853'THE HIGHWAY, 44.6 FEET WEST OF THE CENTER OF THE HIGHWAY, 349.8 FEET
 CK5853'SOUTH OF TIDAL BENCH MARK 866 7411 B RESET TIDAL, 3.6 FEET NORTH
 CK5853'NORTHEAST OF A WITNESS POST.
 CK5853'DESCRIBED BY T. HALL.
 CK5853
 CK5853                          STATION RECOVERY (1996)
 CK5853
 CK5853'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2202 ***********************************************************************
 CK2202  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2202  DESIGNATION -  866 7411 F TIDAL
 CK2202  PID         -  CK2202
 CK2202  STATE/COUNTY-  SC/BEAUFORT
 CK2202  USGS QUAD   -  DALE (1988)
 CK2202
 CK2202                         *CURRENT SURVEY CONTROL
 CK2202  ___________________________________________________________________
 CK2202* NAD 83(1986)-  32 32 15.     (N)    080 44 43.     (W)     SCALED    
 CK2202* NAVD 88     -         1.929  (meters)       6.33   (feet)  ADJUSTED  
 CK2202  ___________________________________________________________________
 CK2202  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2202  DYNAMIC HT  -           1.927 (meters)       6.32  (feet)  COMP
 CK2202  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 CK2202
 CK2202  VERT ORDER  -  FIRST     CLASS II
 CK2202
 CK2202.The horizontal coordinates were scaled from a topographic map and have
 CK2202.an estimated accuracy of +/- 6 seconds.
 CK2202
 CK2202.The orthometric height was determined by differential leveling
 CK2202.and adjusted by the National Geodetic Survey in June 1991..
 CK2202
 CK2202.This Tidal Bench Mark is designated as VM 6765
 CK2202.by the Center for Operational Oceanographic Products and Services.
 CK2202
 CK2202.The geoid height was determined by GEOID03.
 CK2202
 CK2202.The dynamic height is computed by dividing the NAVD 88
 CK2202.geopotential number by the normal gravity value computed on the
 CK2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2202.degrees latitude (g = 980.6199 gals.).
 CK2202
 CK2202.The modeled gravity was interpolated from observed gravity values.
 CK2202
 CK2202;                    North         East    Units  Estimated Accuracy
 CK2202;SPC SC       -    78,130.      633,530.      MT  (+/- 180 meters Scaled)
 CK2202
 CK2202                          SUPERSEDED SURVEY CONTROL
 CK2202
 CK2202  NGVD 29 (03/21/89)    2.210  (m)            7.25   (f) ADJUSTED    1 2
 CK2202
 CK2202.Superseded values are not recommended for survey control.
 CK2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2202.See file dsdata.txt to determine how the superseded data were derived.
 CK2202
 CK2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS239000(NAD 83)
 CK2202_MARKER: DJ = TIDAL STATION DISK
 CK2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2202_SP_SET: CONCRETE POST
 CK2202_STAMPING: 7411 F 1982
 CK2202_MARK LOGO: NOS   
 CK2202_PROJECTION: FLUSH
 CK2202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2202
 CK2202  HISTORY     - Date     Condition        Report By
 CK2202  HISTORY     - 1982     MONUMENTED       NOS
 CK2202  HISTORY     - 1982     GOOD             SCGS
 CK2202  HISTORY     - 19891121 GOOD             SCGS
 CK2202  HISTORY     - 19960612 MARK NOT FOUND   USPSQD
 CK2202
 CK2202                          STATION DESCRIPTION
 CK2202
 CK2202'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2202'1.6 KM (1.0 MI) SOUTH FROM LOBECO.
 CK2202'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG U.S. HIGHWAY 21, FROM THE
 CK2202'SEABOARD COASTLINE RAILROAD CROSSING AT LOBECO, SET IN THE MEDIAN
 CK2202'OF U.S. HIGHWAY 21, 8.0 METERS (26.0 FEET) WEST OF THE CENTERLINE
 CK2202'OF U.S. HIGHWAY 21 NORTH BOUND LINE, 109.1 METER (358.0 FEET) SOUTH
 CK2202'OF BM 7411 C AND 22.1 METER (72.5 FEET) EAST OF THE CENTERLINE OF
 CK2202'U.S. HIGHWAY 21 SOUTH BOUND LANE.
 CK2202'THE MARK IS 0.70 METERS  W FROM A WITNESS POST.
 CK2202'THE MARK IS 0.60 M BELOW NORTHBOUND 21.
 CK2202
 CK2202                          STATION RECOVERY (1989)
 CK2202
 CK2202'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK2202'RECOVERED IN GOOD CONDITION, IT WAS REPORTED TO SCGS THAT THIS STATION
 CK2202'WILL BE DESTROYED IN THE NEAR FUTURE, A NEW NORTH BOUND BRIDGE OVER
 CK2202'WHALE BRANCH IS BEING CONSTRUCTED DESTROYING THIS STATION, A NEW
 CK2202'RESET STATION WAS SET AT THIS TIME.
 CK2202'RECOVERY BY D.D. WOODS.
 CK2202
 CK2202                          STATION RECOVERY (1996)
 CK2202
 CK2202'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK5854 ***********************************************************************
 CK5854  DESIGNATION -  866 7411 F TIDAL RESET
 CK5854  PID         -  CK5854
 CK5854  STATE/COUNTY-  SC/BEAUFORT
 CK5854  USGS QUAD   -  DALE (1988)
 CK5854
 CK5854                         *CURRENT SURVEY CONTROL
 CK5854  ___________________________________________________________________
 CK5854* NAD 83(1986)-  32 32 15.     (N)    080 44 43.     (W)     SCALED    
 CK5854* NAVD 88     -         2.18   (meters)       7.2    (feet)  RESET     
 CK5854  ___________________________________________________________________
 CK5854  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK5854
 CK5854  VERT ORDER  -  THIRD
 CK5854
 CK5854.The horizontal coordinates were scaled from a topographic map and have
 CK5854.an estimated accuracy of +/- 6 seconds.
 CK5854
 CK5854.The orthometric height was computed from unverified reset data.
 CK5854.No vertical observational check was made to the station.
 CK5854
 CK5854.The geoid height was determined by GEOID03.
 CK5854
 CK5854;                    North         East    Units  Estimated Accuracy
 CK5854;SPC SC       -    78,130.      633,530.      MT  (+/- 180 meters Scaled)
 CK5854
 CK5854                          SUPERSEDED SURVEY CONTROL
 CK5854
 CK5854  NGVD 29 (01/15/02)    2.46   (m)            8.1    (f) RESET       3  
 CK5854
 CK5854.Superseded values are not recommended for survey control.
 CK5854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5854.See file dsdata.txt to determine how the superseded data were derived.
 CK5854
 CK5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS239000(NAD 83)
 CK5854_MARKER: DD = SURVEY DISK
 CK5854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5854_SP_SET: CONCRETE POST
 CK5854_STAMPING: 7411 F RESET 1989
 CK5854_MARK LOGO: SCGS  
 CK5854_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK5854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5854+STABILITY: SURFACE MOTION
 CK5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5854+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CK5854
 CK5854  HISTORY     - Date     Condition        Report By
 CK5854  HISTORY     - 1989     MONUMENTED       SCGS
 CK5854  HISTORY     - 19960612 POOR             USPSQD
 CK5854
 CK5854                          STATION DESCRIPTION
 CK5854
 CK5854'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989
 CK5854'STATION IS LOCATED 1.15 MILES SOUTH OF LOBECO, 7.8 MILES NORTHWEST OF
 CK5854'BEAUFORT.  OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK5854'191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK5854'TO REACH THE STATION FROM THE SOUTH END OF THE SOUTHBOUND BRIDGE OF
 CK5854'U.S. HIGHWAY 21 OVER WHALE BRANCH CREEK (0.9 MILE SOUTH OF LOBECO),
 CK5854'GO SOUTH ON HIGHWAY 21 FOR 0.2 MILE TO THE STATION ON THE RIGHT, NEAR
 CK5854'A TELEPHONE JUNCTION BOX RP/1602/67/LP/9 SUPPORTED BY TWO 8-FOOT
 CK5854'CRESOTE POSTS,  A CONCRETE POST FLUSH WITH GROUND AND 1.5 FEET BELOW
 CK5854'THE HIGHWAY, 27.4 FEET WEST OF THE CENTER OF THE HIGHWAY, 7.7 FEET
 CK5854'EAST SOUTHEAST OF THE NORTH POLE SUPPORTING THE JUNCTION BOX WITH A
 CK5854'SCGS REFERENCE WASHER ATTACHED, 557.5 FEET SOUTH OF TIDAL BENCH MARK
 CK5854'866 7411 C RESET TIDAL, 6.0 FEET SOUTHEAST OF A WITNESS POST.
 CK5854'DESCRIBED BY D.D. WOODS.
 CK5854
 CK5854                          STATION RECOVERY (1996)
 CK5854
 CK5854'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5854'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4352 ***********************************************************************
 CK4352  HT_MOD      -  This is a Height Modernization Survey Station.
 CK4352  TIDAL BM    -  This is a Tidal Bench Mark.
 CK4352  DESIGNATION -  866 7411 G TIDAL
 CK4352  PID         -  CK4352
 CK4352  STATE/COUNTY-  SC/BEAUFORT
 CK4352  USGS QUAD   -  DALE (1988)
 CK4352
 CK4352                         *CURRENT SURVEY CONTROL
 CK4352  ___________________________________________________________________
 CK4352* NAD 83(2001)-  32 32 08.90106(N)    080 44 46.45908(W)     ADJUSTED  
 CK4352* NAVD 88     -         2.17   (meters)       7.1    (feet)  GPS OBS   
 CK4352  ___________________________________________________________________
 CK4352  X           -     865,515.433 (meters)                     COMP
 CK4352  Y           -  -5,312,265.892 (meters)                     COMP
 CK4352  Z           -   3,410,655.488 (meters)                     COMP
 CK4352  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CK4352  ELLIP HEIGHT-         -29.54  (meters)          (06/28/04) GPS OBS
 CK4352  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK4352
 CK4352  HORZ ORDER  -  FIRST
 CK4352  ELLP ORDER  -  FOURTH    CLASS I
 CK4352
 CK4352.The horizontal coordinates were established by GPS observations
 CK4352.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK4352
 CK4352.The orthometric height was determined by GPS observations and a
 CK4352.high-resolution geoid model using precise GPS observation and
 CK4352.processing techniques.
 CK4352
 CK4352.This Tidal Bench Mark is designated as VM 6771
 CK4352.by the Center for Operational Oceanographic Products and Services.
 CK4352
 CK4352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4352
 CK4352.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4352
 CK4352.The ellipsoidal height was determined by GPS observations
 CK4352.and is referenced to NAD 83.
 CK4352
 CK4352.The geoid height was determined by GEOID03.
 CK4352
 CK4352;                    North         East     Units Scale Factor Converg.
 CK4352;SPC SC       -    77,936.769   633,437.897   MT  0.99998758   +0 08 26.5
 CK4352;SPC SC       -   255,698.06  2,078,208.32   iFT  0.99998758   +0 08 26.5
 CK4352;UTM  17      - 3,599,856.628   523,828.715   MT  0.99960700   +0 08 11.3
 CK4352
 CK4352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4352!SPC SC       -   1.00000464  x   0.99998758  =   0.99999222
 CK4352!UTM  17      -   1.00000464  x   0.99960700  =   0.99961164
 CK4352
 CK4352                          SUPERSEDED SURVEY CONTROL
 CK4352
 CK4352  NAD 83(1986)-  32 32 08.91171(N)    080 44 46.46615(W) AD(       ) 1
 CK4352  NAD 83(2001)-  32 32 08.90047(N)    080 44 46.45927(W) AD(       ) 1
 CK4352  NAD 83(1995)-  32 32 08.90052(N)    080 44 46.45930(W) AD(       ) 1
 CK4352  ELLIP H (12/20/99)  -29.50   (m)                       GP(       ) 4 1
 CK4352  NAD 83(1986)-  32 32 08.91065(N)    080 44 46.46318(W) AD(       ) 1
 CK4352  NAD 27      -  32 32 08.23823(N)    080 44 47.07782(W) AD(       ) 1
 CK4352  NGVD 29 (10/12/88)    2.4    (m)            8.     (f) GPS OBS        
 CK4352
 CK4352.Superseded values are not recommended for survey control.
 CK4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4352.See file dsdata.txt to determine how the superseded data were derived.
 CK4352
 CK4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2382999857(NAD 83)
 CK4352_MARKER: DJ = TIDAL STATION DISK
 CK4352_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CK4352+WITH SETTING: INFORMATION.
 CK4352_STAMPING: 7411 G 1982
 CK4352_MARK LOGO: NOS   
 CK4352_PROJECTION: RECESSED 8 CENTIMETERS
 CK4352_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK4352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4352+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 CK4352
 CK4352  HISTORY     - Date     Condition        Report By
 CK4352  HISTORY     - 1982     MONUMENTED       NOS
 CK4352  HISTORY     - 19870217 GOOD
 CK4352  HISTORY     - 19960612 MARK NOT FOUND   USPSQD
 CK4352  HISTORY     - 20030416 GOOD             SCGS
 CK4352
 CK4352                          STATION DESCRIPTION
 CK4352
 CK4352'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (GRH)
 CK4352'THE STATION IS LOCATED 13.7 KM (8.5 MI) NORTH-NORTHWEST OF
 CK4352'BEAUFORT, 7.0 KM (4.3 MI) SOUTH OF GARDENS CORNER, AT THE FIRST
 CK4352'CROSSOVER OF US HIGHWAY 21 SOUTH OF THE BRIDGE OVER WHALE BRANCH,
 CK4352'IN THE MEDIAN OF HIGHWAY 21.  OWNERSHIP--SOUTH CAROLINA DEPARTMENT
 CK4352'OF HIGHWAYS.
 CK4352'
 CK4352'TO REACH FROM THE JUNCTION OF US HIGHWAY 21 AND STATE HIGHWAY 116
 CK4352'AT THE ENTRANCE ROAD TO THE MARINE CORPS AIR STATION (6.5 KM (4.0
 CK4352'MI) NORTHWEST OF BEAUFORT), GO NORTH ON HIGHWAY 21 FOR 4.04 KM (2.5
 CK4352'MI) TO A CROSSROAD AT GRAYS HILL.  CONTINUE NORTH FOR 5.1 KM (3.2
 CK4352'MI) TO A MEDIAN CROSSOVER AND THE STATION ON THE LEFT.
 CK4352'
 CK4352'STATION MARK IS A NOS TIDAL DISK STAMPED---7411 G 1982---, CRIMPED
 CK4352'TO THE TOP OF ROD SET IN A PLASTIC PIPE, 15 CM BELOW GROUND.  IT IS
 CK4352'0.8 METER SOUTH OF A METAL WITNESS POST, 7.7 METERS WEST OF THE
 CK4352'CENTER OF THE NORTHBOUND LANES, 14.6 METERS EAST OF THE CENTER OF
 CK4352'THE SOUTHBOUND LANES, AND 16.5 METERS NORTH OF THE CENTER OF THE
 CK4352'PAVED CROSSOVER.
 CK4352'
 CK4352'THIS STATION IS INTERVISIBLE WITH STATION 7 203.  STATION WAS
 CK4352'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4352
 CK4352                          STATION RECOVERY (1987)
 CK4352
 CK4352'RECOVERED 1987
 CK4352'RECOVERED IN GOOD CONDITION.
 CK4352
 CK4352                          STATION RECOVERY (1996)
 CK4352
 CK4352'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK4352'MARK NOT FOUND.
 CK4352
 CK4352                          STATION RECOVERY (2003)
 CK4352
 CK4352'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4352'STATION IS LOCATED 8.45 MILES NORTH NORTHWEST OF BEAUFORT, 15.55 MILES
 CK4352'SOUTH SOUTHWEST  OF GREEN POND. OWNERSHIP--SCDOT, DIRECTOR OF
 CK4352'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA,  SC 29202, PHONE
 CK4352'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CK4352'21 (TRASK PARKWAY) AND STATE  HIGHWAY 116 (LAUREL BAY ROAD) AT THE
 CK4352'MAIN ENTRANCE TO THE U.S. MARINE CORPS AIR STATION,  4.15 MILES WEST
 CK4352'NORTHWEST OF BEAUFORT, GO NORTH NORTHWEST ON HIGHWAY 21 FOR 5.65
 CK4352'MILES TO THE STATION ON THE LEFT IN THE MEDIAN SHOULDER NEAR A PAVED
 CK4352'CROSSOVER LANE  BETWEEN THE HIGHWAY LANES. STATION IS A TIDAL BENCH
 CK4352'MARK DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED  0.3 FOOT AND 0.5
 CK4352'FOOT BELOW THE HIGHWAY, 23.9 FEET WEST NORTHWEST OF THE  CENTER OF THE
 CK4352'NORTHBOUND LANES OF THE HIGHWAY, 49.3 FEET EAST SOUTHEAST OF  THE
 CK4352'SOUTHBOUND LANES OF THE HIGHWAY, 56.0 FEET NORTH NORTHEAST OF THE
 CK4352'CENTER OF THE PAVED CROSSOVER LANE. NOTE-STATION IS INTERVISIBLE WITH
 CK4352'HORIZONTAL STATION 7 203. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2522 ***********************************************************************
 CK2522  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2522  DESIGNATION -  866 7425 A TIDAL
 CK2522  PID         -  CK2522
 CK2522  STATE/COUNTY-  SC/CHARLESTON
 CK2522  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2522
 CK2522                         *CURRENT SURVEY CONTROL
 CK2522  ___________________________________________________________________
 CK2522* NAD 83(1986)-  32 32 22.     (N)    080 20 17.     (W)     SCALED    
 CK2522* NAVD 88     -         4.402  (meters)      14.44   (feet)  ADJUSTED  
 CK2522  ___________________________________________________________________
 CK2522  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK2522  DYNAMIC HT  -           4.397 (meters)      14.43  (feet)  COMP
 CK2522  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 CK2522
 CK2522  VERT ORDER  -  FIRST     CLASS II
 CK2522
 CK2522.The horizontal coordinates were scaled from a topographic map and have
 CK2522.an estimated accuracy of +/- 6 seconds.
 CK2522
 CK2522.The orthometric height was determined by differential leveling
 CK2522.and adjusted by the National Geodetic Survey in June 1991..
 CK2522
 CK2522.This Tidal Bench Mark is designated as VM 11376
 CK2522.by the Center for Operational Oceanographic Products and Services.
 CK2522
 CK2522.The geoid height was determined by GEOID03.
 CK2522
 CK2522.The dynamic height is computed by dividing the NAVD 88
 CK2522.geopotential number by the normal gravity value computed on the
 CK2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2522.degrees latitude (g = 980.6199 gals.).
 CK2522
 CK2522.The modeled gravity was interpolated from observed gravity values.
 CK2522
 CK2522;                    North         East    Units  Estimated Accuracy
 CK2522;SPC SC       -    78,510.      671,780.      MT  (+/- 180 meters Scaled)
 CK2522
 CK2522                          SUPERSEDED SURVEY CONTROL
 CK2522
 CK2522  NGVD 29 (03/21/89)    4.694  (m)           15.40   (f) ADJUSTED    1 2
 CK2522
 CK2522.Superseded values are not recommended for survey control.
 CK2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2522.See file dsdata.txt to determine how the superseded data were derived.
 CK2522
 CK2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS621004(NAD 83)
 CK2522_MARKER: DJ = TIDAL STATION DISK
 CK2522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2522_SP_SET: STAINLESS STEEL ROD
 CK2522_STAMPING: 7425 A 1977
 CK2522_MARK LOGO: NOS   
 CK2522_PROJECTION: RECESSED 3 CENTIMETERS
 CK2522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2522+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 CK2522_ROD/PIPE-DEPTH: 11.3 meters
 CK2522
 CK2522  HISTORY     - Date     Condition        Report By
 CK2522  HISTORY     - 1977     MONUMENTED       NOS
 CK2522  HISTORY     - 1983     GOOD             SCGS
 CK2522  HISTORY     - 20050817 GOOD             SCGS
 CK2522
 CK2522                          STATION DESCRIPTION
 CK2522
 CK2522'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2522'27.4 KM (17.0 MI) SW FROM HOLLYWOOD.
 CK2522'0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2522'OFFICE ON EDISTO ISLAND, THENCE 5.9 KILOMETERS (3.65 MILES) WEST ALONG
 CK2522'COUNTY ROAD S-10-767 TO END OF PAVEMENT, CONTINUE WEST ALONG A SAND
 CK2522'DRIVE FOR 0.3 KILOMETER (0.2 MILE), SET ON THE EAST SIDE OF A GRASSY
 CK2522'ROAD LEADING TO A BOAT DOCK, 42.8 METERS (140.7 FEET) NORTH OF THE
 CK2522'SOUTHEAST CORNER OF A LARGE TWO-STORY HOUSE, 24.1 METERS (79.3 FEET)
 CK2522'NORTH-NORTHWEST OF A POWER POLE NUMBER 36645, 22.6 METERS (74.5 FEET)
 CK2522'NORTHWEST OF A LONE 24-INCH CEDAR TREE WITH A BRICK MONUMENT NEXT TO
 CK2522'IT, 8.8 METERS (29.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 CK2522'THE ROAD LEADING TO THE DOCK.
 CK2522'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2522
 CK2522                          STATION RECOVERY (2005)
 CK2522
 CK2522'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2522'STATION IS LOCATED 4.2 MI (6.76 KM) NORTH OF EDISTO BEACH, 28.7 MI
 CK2522'(46.19 KM) SOUTHWEST OF CHARLESTON.  OWNERSHIP--MIKELL I.  JENKINS,
 CK2522'JR, 9084 PETERS POINT ROAD, EDISTO ISLAND, SC 29438. TO REACH THE
 CK2522'STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55
 CK2522'(WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH
 CK2522'SOUTHEAST ON HIGHWAY 174 FOR 5.4 MI (8.69 KM) TO THE SOUTH END OF THE
 CK2522'BRIDGE OVER DAWHO RIVER, CONTINUE ON HIGHWAY 174 FOR 8.3 MI (13.36 KM)
 CK2522'TO THE JUNCTION OF STATE ROAD 767 (PETERS POINT ROAD), TURN RIGHT ON
 CK2522'ROAD 767 FOR 3.65 MI (5.87 KM) TO THE END OF PAVEMENT AND A GATED
 CK2522'DRIVEWAY AHEAD, CONTINUE ON THE DRIVEWAY FOR 0.15 MI (0.24 KM) TO THE
 CK2522'STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER OF A STORAGE SHED.
 CK2522'STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.1 FT
 CK2522'(0.0 M) AND 0.5 FT (0.2 M) ABOVE THE DRIVEWAY, 3.2 FT (1.0 M)
 CK2522'NORTHWEST OF THE SOUTH CORNER OF A CONCRETE FLOOR OF THE SHED, 0.9 FT
 CK2522'(0.3 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE FLOOR, 44.0 FT
 CK2522'(13.4 M) NORTHWEST OF A 3.5-FOOT DOUBLE TRUNKED PINE TREE, 131.1 FT
 CK2522'(40.0 M) NORTH OF THE NORTH CORNER OF A CHIMNEY ON THE NORTHEAST SIDE
 CK2522'OF HOUSE NUMBER 9084. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2521 ***********************************************************************
 CK2521  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2521  DESIGNATION -  866 7425 C TIDAL
 CK2521  PID         -  CK2521
 CK2521  STATE/COUNTY-  SC/CHARLESTON
 CK2521  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2521
 CK2521                         *CURRENT SURVEY CONTROL
 CK2521  ___________________________________________________________________
 CK2521* NAD 83(1986)-  32 32 22.     (N)    080 20 17.     (W)     SCALED    
 CK2521* NAVD 88     -         4.143  (meters)      13.59   (feet)  ADJUSTED  
 CK2521  ___________________________________________________________________
 CK2521  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK2521  DYNAMIC HT  -           4.139 (meters)      13.58  (feet)  COMP
 CK2521  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 CK2521
 CK2521  VERT ORDER  -  FIRST     CLASS II
 CK2521
 CK2521.The horizontal coordinates were scaled from a topographic map and have
 CK2521.an estimated accuracy of +/- 6 seconds.
 CK2521
 CK2521.The orthometric height was determined by differential leveling
 CK2521.and adjusted by the National Geodetic Survey in June 1991..
 CK2521
 CK2521.This Tidal Bench Mark is designated as VM 11377
 CK2521.by the Center for Operational Oceanographic Products and Services.
 CK2521
 CK2521.The geoid height was determined by GEOID03.
 CK2521
 CK2521.The dynamic height is computed by dividing the NAVD 88
 CK2521.geopotential number by the normal gravity value computed on the
 CK2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2521.degrees latitude (g = 980.6199 gals.).
 CK2521
 CK2521.The modeled gravity was interpolated from observed gravity values.
 CK2521
 CK2521;                    North         East    Units  Estimated Accuracy
 CK2521;SPC SC       -    78,510.      671,780.      MT  (+/- 180 meters Scaled)
 CK2521
 CK2521                          SUPERSEDED SURVEY CONTROL
 CK2521
 CK2521  NGVD 29 (03/21/89)    4.434  (m)           14.55   (f) ADJUSTED    1 2
 CK2521
 CK2521.Superseded values are not recommended for survey control.
 CK2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2521.See file dsdata.txt to determine how the superseded data were derived.
 CK2521
 CK2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS621004(NAD 83)
 CK2521_MARKER: DJ = TIDAL STATION DISK
 CK2521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2521_SP_SET: STAINLESS STEEL ROD
 CK2521_STAMPING: 7425 C 1977
 CK2521_MARK LOGO: NOS   
 CK2521_PROJECTION: RECESSED 5 CENTIMETERS
 CK2521_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2521+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 CK2521_ROD/PIPE-DEPTH: 7.0  meters
 CK2521
 CK2521  HISTORY     - Date     Condition        Report By
 CK2521  HISTORY     - 1977     MONUMENTED       NOS
 CK2521  HISTORY     - 1983     GOOD             SCGS
 CK2521  HISTORY     - 20050817 GOOD             SCGS
 CK2521
 CK2521                          STATION DESCRIPTION
 CK2521
 CK2521'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2521'27.4 KM (17.0 MI) SW FROM HOLLYWOOD.
 CK2521'0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2521'OFFICE ON EDISTO ISLAND, THENCE 5.9 KILOMETERS (3.65 MILES) WEST ALONG
 CK2521'COUNTY ROAD S-10-767 TO THE END OF PAVEMENT, CONTINUE WEST ALONG A
 CK2521'SAND DRIVE FOR 0.3 KILOMETER (0.2 MILE), SET AT THE Y-INTERSECTION OF
 CK2521'A DRIVEWAY JUST EAST OF A LARGE TWO-STORY HOUSE, 49.5 METERS (162.7
 CK2521'FEET) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 30.0 METERS
 CK2521'(98.8 FEET) EAST-SOUTHEAST OF A 24-INCH LONE CEDAR TREE WITH A BRICK
 CK2521'MONUMENT NEXT TO IT, 9.6 METERS (31.9 FEET) SOUTH-SOUTHWEST OF A
 CK2521'DOUBLE 48-INCH OAK TREE, 3.7 METERS (12.1 FEET) NORTH-NORTHWEST OF THE
 CK2521'APPROXIMATE CENTER OF THE MAIN DRIVE.
 CK2521'THE MARK IS 0.3 M ABOVE DRIVE.
 CK2521
 CK2521                          STATION RECOVERY (2005)
 CK2521
 CK2521'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2521'STATION IS LOCATED 4.2 MI (6.76 KM) NORTH OF EDISTO BEACH, 28.7 MI
 CK2521'(46.19 KM) SOUTHWEST OF CHARLESTON.  OWNERSHIP--MIKELL I.  JENKINS,
 CK2521'JR, 9084 PETERS POINT ROAD, EDISTO ISLAND, SC 29438. TO REACH THE
 CK2521'STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55
 CK2521'(WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH
 CK2521'SOUTHEAST ON HIGHWAY 174 FOR 13.7 MILES TO THE JUNCTION OF STATE ROAD
 CK2521'767 (PETERS POINT ROAD), TURN RIGHT ON ROAD 767 FOR 3.65 MI (5.87 KM)
 CK2521'TO THE END OF PAVEMENT AND A GATED DRIVEWAY AHEAD, CONTINUE ON THE
 CK2521'DRIVEWAY FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT NEAR A
 CK2521'DOUBLE TRUNKED OAK TREE ON THE INSIDE OF CURVE IN THE DRIVEWAY.
 CK2521'STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD RECESSED 0.2 FT (0.1
 CK2521'M) AND LEVEL WITH THE DRIVEWAY, 13.0 FT (4.0 M) NORTH OF THE CENTER OF
 CK2521'THE DRIVEWAY, 161.0 FT (49.1 M) EAST NORTHEAST OF THE EAST CORNER OF
 CK2521'THE FRONT PORCH OF THE HOUSE, 26.8 FT (8.2 M) EAST OF A 1.0-FOOT
 CK2521'PALMETTO TREE, 10.8 FT (3.3 M) WEST NORTHWEST OF A 1.8-FOOT DOUBLE
 CK2521'TRUNKED OAK TREE, 158.0 FT (48.2 M) SOUTHEAST OF THE EAST CORNER OF A
 CK2521'STORAGE SHED. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2520 ***********************************************************************
 CK2520  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2520  DESIGNATION -  866 7425 E TIDAL
 CK2520  PID         -  CK2520
 CK2520  STATE/COUNTY-  SC/CHARLESTON
 CK2520  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2520
 CK2520                         *CURRENT SURVEY CONTROL
 CK2520  ___________________________________________________________________
 CK2520* NAD 83(1986)-  32 32 22.     (N)    080 20 13.     (W)     SCALED    
 CK2520* NAVD 88     -         4.341  (meters)      14.24   (feet)  ADJUSTED  
 CK2520  ___________________________________________________________________
 CK2520  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK2520  DYNAMIC HT  -           4.336 (meters)      14.23  (feet)  COMP
 CK2520  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 CK2520
 CK2520  VERT ORDER  -  FIRST     CLASS II
 CK2520
 CK2520.The horizontal coordinates were scaled from a topographic map and have
 CK2520.an estimated accuracy of +/- 6 seconds.
 CK2520
 CK2520.The orthometric height was determined by differential leveling
 CK2520.and adjusted by the National Geodetic Survey in June 1991..
 CK2520
 CK2520.This Tidal Bench Mark is designated as VM 11378
 CK2520.by the Center for Operational Oceanographic Products and Services.
 CK2520
 CK2520.The geoid height was determined by GEOID03.
 CK2520
 CK2520.The dynamic height is computed by dividing the NAVD 88
 CK2520.geopotential number by the normal gravity value computed on the
 CK2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2520.degrees latitude (g = 980.6199 gals.).
 CK2520
 CK2520.The modeled gravity was interpolated from observed gravity values.
 CK2520
 CK2520;                    North         East    Units  Estimated Accuracy
 CK2520;SPC SC       -    78,510.      671,880.      MT  (+/- 180 meters Scaled)
 CK2520
 CK2520                          SUPERSEDED SURVEY CONTROL
 CK2520
 CK2520  NGVD 29 (03/21/89)    4.632  (m)           15.20   (f) ADJUSTED    1 2
 CK2520
 CK2520.Superseded values are not recommended for survey control.
 CK2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2520.See file dsdata.txt to determine how the superseded data were derived.
 CK2520
 CK2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS622004(NAD 83)
 CK2520_MARKER: DJ = TIDAL STATION DISK
 CK2520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2520_SP_SET: STAINLESS STEEL ROD
 CK2520_STAMPING: 7425 E 1977
 CK2520_MARK LOGO: NOS   
 CK2520_PROJECTION: FLUSH
 CK2520_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2520+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 CK2520_ROD/PIPE-DEPTH: 7.0  meters
 CK2520
 CK2520  HISTORY     - Date     Condition        Report By
 CK2520  HISTORY     - 1977     MONUMENTED       NOS
 CK2520  HISTORY     - 1983     GOOD             SCGS
 CK2520  HISTORY     - 20050829 GOOD             SCGS
 CK2520
 CK2520                          STATION DESCRIPTION
 CK2520
 CK2520'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2520'27.4 KM (17.0 MI) SW FROM HOLLYWOOD.
 CK2520'0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2520'OFFICE ON EDISTO ISLAND, THENCE 5.9 KILOMETERS (3.65 MILES) WEST ALONG
 CK2520'COUNTY ROAD S-10-767 TO END OF PAVEMENT, CONTINUE WEST ALONG A SAND
 CK2520'DRIVE FOR O.2 KILOMETER (0.1 MILE), SET AT THE TIP OF A TIMBER MEDIAN
 CK2520'THAT IS BETWEEN THE MAIN DRIVE AND A GRASSY TRAIL, 79.1 METERS (259.9
 CK2520'FEET) SOUTHWEST OF 866 7425 G TIDAL, 5.8 METERS (18.9 FEET)
 CK2520'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE OVERHEAD POWER LINES,
 CK2520'3.2 METERS (10.8 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 CK2520'THE MAIN DRIVE.
 CK2520'THE MARK IS 0.3 M ABOVE DRIVE.
 CK2520
 CK2520                          STATION RECOVERY (2005)
 CK2520
 CK2520'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2520'STATION IS LOCATED 4.2 MI (6.76 KM) NORTH OF EDISTO BEACH, 28.6 MI
 CK2520'(46.03 KM) SOUTHWEST OF CHARLESTON.  OWNERSHIP--MIKELL I.  JENKINS,
 CK2520'JR, 9084 PETERS POINT ROAD, EDISTO ISLAND, SC 29438. TO REACH THE
 CK2520'STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55
 CK2520'(WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH
 CK2520'SOUTHEAST ON HIGHWAY 174 FOR 13.7 MILES TO THE JUNCTION OF STATE ROAD
 CK2520'767 (PETERS POINT ROAD), TURN RIGHT ON ROAD 767 FOR 3.65 MI (5.87 KM)
 CK2520'TO THE END OF PAVEMENT AND A GATED DRIVEWAY AHEAD, CONTINUE ON THE
 CK2520'DRIVEWAY FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT NEAR AN OAK
 CK2520'TREE. STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD FLUSH WITH
 CK2520'THE GROUND AND 0.5 FT (0.2 M) ABOVE THE ROAD, 11.7 FT (3.6 M) NORTH
 CK2520'NORTHWEST OF THE CENTER OF THE ROAD, 31.4 FT (9.6 M) SOUTHEAST OF A
 CK2520'1.5-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 24.5 FT (7.5
 CK2520'M) SOUTHWEST OF A 2.1-FOOT OAK TREE WITH A SCGS REFERENCE WASHER
 CK2520'ATTACHED, 87.5 FT (26.7 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF
 CK2520'A GRANITE BASE OF A HEADSTONE (HARRY BIGHT), 260.0 FT (79.2 M)
 CK2520'SOUTHWEST OF TIDAL BENCH MARK 866 7425 G TIDAL. RECOVERED BY R.P.
 CK2520'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2523 ***********************************************************************
 CK2523  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2523  DESIGNATION -  866 7425 F TIDAL
 CK2523  PID         -  CK2523
 CK2523  STATE/COUNTY-  SC/CHARLESTON
 CK2523  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2523
 CK2523                         *CURRENT SURVEY CONTROL
 CK2523  ___________________________________________________________________
 CK2523* NAD 83(1986)-  32 32 21.     (N)    080 20 20.     (W)     SCALED    
 CK2523* NAVD 88     -         4.275  (meters)      14.03   (feet)  ADJUSTED  
 CK2523  ___________________________________________________________________
 CK2523  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 CK2523  DYNAMIC HT  -           4.271 (meters)      14.01  (feet)  COMP
 CK2523  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 CK2523
 CK2523  VERT ORDER  -  FIRST     CLASS II
 CK2523
 CK2523.The horizontal coordinates were scaled from a topographic map and have
 CK2523.an estimated accuracy of +/- 6 seconds.
 CK2523
 CK2523.The orthometric height was determined by differential leveling
 CK2523.and adjusted by the National Geodetic Survey in June 1991..
 CK2523
 CK2523.This Tidal Bench Mark is designated as VM 11379
 CK2523.by the Center for Operational Oceanographic Products and Services.
 CK2523
 CK2523.The geoid height was determined by GEOID03.
 CK2523
 CK2523.The dynamic height is computed by dividing the NAVD 88
 CK2523.geopotential number by the normal gravity value computed on the
 CK2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2523.degrees latitude (g = 980.6199 gals.).
 CK2523
 CK2523.The modeled gravity was interpolated from observed gravity values.
 CK2523
 CK2523;                    North         East    Units  Estimated Accuracy
 CK2523;SPC SC       -    78,480.      671,700.      MT  (+/- 180 meters Scaled)
 CK2523
 CK2523                          SUPERSEDED SURVEY CONTROL
 CK2523
 CK2523  NGVD 29 (03/21/89)    4.567  (m)           14.98   (f) ADJUSTED    1 2
 CK2523
 CK2523.Superseded values are not recommended for survey control.
 CK2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2523.See file dsdata.txt to determine how the superseded data were derived.
 CK2523
 CK2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS620003(NAD 83)
 CK2523_MARKER: DJ = TIDAL STATION DISK
 CK2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2523_SP_SET: CONCRETE POST
 CK2523_STAMPING: 7425 F 1983
 CK2523_MARK LOGO: NOS   
 CK2523_PROJECTION: RECESSED 3 CENTIMETERS
 CK2523_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2523+STABILITY: SURFACE MOTION
 CK2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2523+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 CK2523
 CK2523  HISTORY     - Date     Condition        Report By
 CK2523  HISTORY     - 1983     MONUMENTED       NOS
 CK2523  HISTORY     - 1983     GOOD             SCGS
 CK2523  HISTORY     - 20050817 GOOD             SCGS
 CK2523
 CK2523                          STATION DESCRIPTION
 CK2523
 CK2523'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2523'27.4 KM (17.0 MI) SW FROM HOLLYWOOD.
 CK2523'0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2523'OFFICE ON EDISTO ISLAND, THENCE 5.9 KILOMETERS (3.65 MILES) WEST ALONG
 CK2523'COUNTY ROAD S-10-767 TO END OF PAVEMENT, CONTINUE WEST ALONG A SAND
 CK2523'DRIVE FOR 0.3 KILOMETER (0.2 MILE), SET NEAR A POWER POLE ON THE SOUTH
 CK2523'SIDE OF A LARGE TWO-STORY HOUSE, 25.3 METERS (83.0 FEET)
 CK2523'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 4.9 METERS (16.0
 CK2523'FEET) WEST-SOUTHWEST OF A DOUBLE TRUNK 24-INCH PINE TREE, 3.7 METERS
 CK2523'(12.0 FEET) EAST OF THE POWER POLE NUMBER 37648.
 CK2523'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2523
 CK2523                          STATION RECOVERY (2005)
 CK2523
 CK2523'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2523'STATION IS LOCATED 4.1 MI (6.6 KM) NORTH OF EDISTO BEACH, 28.7 MI
 CK2523'(46.19 KM) SOUTHWEST OF CHARLESTON.  OWNERSHIP--MIKELL I.  JENKINS,
 CK2523'JR, 9084 PETERS POINT ROAD, EDISTO ISLAND, SC 29438. TO REACH THE
 CK2523'STATION FROM THE JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55
 CK2523'(WILLTOWN ROAD), 0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH
 CK2523'SOUTHEAST ON HIGHWAY 174 FOR 13.7 MILES TO THE JUNCTION OF STATE ROAD
 CK2523'767 (PETERS POINT ROAD), TURN RIGHT ON ROAD 767 FOR 3.65 MI (5.87 KM)
 CK2523'TO THE END OF PAVEMENT AND A GATED DRIVEWAY AHEAD, CONTINUE ON THE
 CK2523'DRIVEWAY FOR 0.15 MI (0.24 KM) TO THE STATION AHEAD IN FRONT OF A TWO
 CK2523'STORY WOOD HOUSE NUMBER 9084. STATION IS A CONCRETE POST RECESSED 0.1
 CK2523'FT (0.0 M) AND LEVEL WITH THE DRIVEWAY, 80.0 FT (24.4 M) SOUTHEAST OF
 CK2523'THE SOUTH CORNER OF THE FRONT PORCH OF THE HOUSE, 16.0 FT (4.9 M) WEST
 CK2523'OF A 5.0-FOOT DOUBLE TRUNKED PINE TREE, 129.0 FT (39.3 M) SOUTH
 CK2523'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 50.4 FT (15.4 M) NORTHEAST OF
 CK2523'A 3.0-FOOT LIVE OAK TREE, 166.5 FT (50.7 M) SOUTHWEST OF TIDAL BENCH
 CK2523'MARK 866 7425 C TIDAL, 215.0 FT (65.5 M) SOUTH OF TIDAL BENCH MARK 866
 CK2523'7425 A TIDAL. RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2519 ***********************************************************************
 CK2519  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2519  DESIGNATION -  866 7425 G TIDAL
 CK2519  PID         -  CK2519
 CK2519  STATE/COUNTY-  SC/CHARLESTON
 CK2519  USGS QUAD   -  EDISTO ISLAND (1972)
 CK2519
 CK2519                         *CURRENT SURVEY CONTROL
 CK2519  ___________________________________________________________________
 CK2519* NAD 83(1986)-  32 32 25.     (N)    080 20 11.     (W)     SCALED    
 CK2519* NAVD 88     -         4.370  (meters)      14.34   (feet)  ADJUSTED  
 CK2519  ___________________________________________________________________
 CK2519  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK2519  DYNAMIC HT  -           4.365 (meters)      14.32  (feet)  COMP
 CK2519  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CK2519
 CK2519  VERT ORDER  -  FIRST     CLASS II
 CK2519
 CK2519.The horizontal coordinates were scaled from a topographic map and have
 CK2519.an estimated accuracy of +/- 6 seconds.
 CK2519
 CK2519.The orthometric height was determined by differential leveling
 CK2519.and adjusted by the National Geodetic Survey in June 1991..
 CK2519
 CK2519.This Tidal Bench Mark is designated as VM 11380
 CK2519.by the Center for Operational Oceanographic Products and Services.
 CK2519
 CK2519.The geoid height was determined by GEOID03.
 CK2519
 CK2519.The dynamic height is computed by dividing the NAVD 88
 CK2519.geopotential number by the normal gravity value computed on the
 CK2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2519.degrees latitude (g = 980.6199 gals.).
 CK2519
 CK2519.The modeled gravity was interpolated from observed gravity values.
 CK2519
 CK2519;                    North         East    Units  Estimated Accuracy
 CK2519;SPC SC       -    78,600.      671,940.      MT  (+/- 180 meters Scaled)
 CK2519
 CK2519                          SUPERSEDED SURVEY CONTROL
 CK2519
 CK2519  NGVD 29 (03/21/89)    4.661  (m)           15.29   (f) ADJUSTED    1 2
 CK2519
 CK2519.Superseded values are not recommended for survey control.
 CK2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2519.See file dsdata.txt to determine how the superseded data were derived.
 CK2519
 CK2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS623005(NAD 83)
 CK2519_MARKER: DJ = TIDAL STATION DISK
 CK2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2519_SP_SET: CONCRETE POST
 CK2519_STAMPING: 7425 G 1983
 CK2519_MARK LOGO: NOS   
 CK2519_PROJECTION: FLUSH
 CK2519_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2519+STABILITY: SURFACE MOTION
 CK2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2519+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 CK2519
 CK2519  HISTORY     - Date     Condition        Report By
 CK2519  HISTORY     - 1983     MONUMENTED       NOS
 CK2519  HISTORY     - 1983     GOOD             SCGS
 CK2519  HISTORY     - 20050829 GOOD             SCGS
 CK2519
 CK2519                          STATION DESCRIPTION
 CK2519
 CK2519'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2519'27.4 KM (17.0 MI) SW FROM HOLLYWOOD.
 CK2519'0.3 KILOMETER (0.2 MILE) SOUTH ALONG STATE HIGHWAY 174 FROM THE POST
 CK2519'OFFICE ON EDISTO ISLAND, THENCE 5.9 KILOMETERS (3.65 MILES) WEST ALONG
 CK2519'COUNTY ROAD S-10-767 TO END OF PAVEMENT, SET NEAR A POWER POLE,
 CK2519'79.1 METERS (259.9  FEET) NORTHEAST OF 866 7425 E TIDAL, 19.2 METERS
 CK2519'(63.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE EDGE OF THE END OF THE
 CK2519'PAVEMENT, 13.4 METERS (44.4 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 CK2519'CENTER OF THE SAND DRIVE, 1.0 METER (3.5 FEET) WEST-NORTHWEST OF POWER
 CK2519'POLE NUMBER 18.
 CK2519'THE MARK IS 0.3 M ABOVE DRIVEWAY.
 CK2519
 CK2519                          STATION RECOVERY (2005)
 CK2519
 CK2519'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW)
 CK2519'STATION IS LOCATED 4.2 MI (6.76 KM) NORTH OF EDISTO BEACH, 28.6 MI
 CK2519'(46.03 KM) SOUTHWEST OF CHARLESTON.  OWNERSHIP--SOUTH CAROLINA
 CK2519'ELECTRIC AND GAS RIGHT OF WAY.   TO REACH THE STATION FROM THE
 CK2519'JUNCTION OF STATE HIGHWAYS 174, 164 AND STATE ROAD 55 (WILLTOWN ROAD),
 CK2519'0.8 MI (1.29 KM) SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174
 CK2519'FOR 5.4 MI (8.69 KM) TO THE SOUTH END OF THE BRIDGE OVER DAWHO RIVER,
 CK2519'CONTINUE ON HIGHWAY 174 FOR 8.3 MI (13.36 KM) TO THE JUNCTION OF STATE
 CK2519'ROAD 767 (PETERS POINT ROAD), TURN RIGHT ON ROAD 767 FOR 3.65 MI (5.87
 CK2519'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE AND THE END OF
 CK2519'PAVEMENT. STATION IS A DISK ATTACHED OT A STAINLESS STEEL ROD FLUSH
 CK2519'WITH THE GROUND AND 0.5 FT (0.2 M) ABOVE THE SAND ROAD, 43.0 FT (13.1
 CK2519'M) NORTH NORTHWEST OF THE CENTER OF THE SAND ROAD, 4.4 FT (1.3 M) WEST
 CK2519'NORTHWEST OF THE POWER POLE NUMBER 20/485330, 4.1 FT (7.3 M) WEST OF A
 CK2519'TELEPHONE JUNCTION BOX, 23.5 FT (7.2 M) NORTH NORTHWEST OF A WOOD GATE
 CK2519'POST WITH A SCGS REFERENCE WASHER ATTACHED, 260.0 FT (79.2 M)
 CK2519'NORTHEAST OF TIDAL BENCH MARK 866 7425 EAST TIDAL. RECOVERED BY R.P.
 CK2519'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2265 ***********************************************************************
 CK2265  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2265  DESIGNATION -  866 7493 G TIDAL
 CK2265  PID         -  CK2265
 CK2265  STATE/COUNTY-  SC/BEAUFORT
 CK2265  USGS QUAD   -  WIGGINS (1988)
 CK2265
 CK2265                         *CURRENT SURVEY CONTROL
 CK2265  ___________________________________________________________________
 CK2265* NAD 83(1986)-  32 31 38.     (N)    080 34 29.     (W)     SCALED    
 CK2265* NAVD 88     -         0.711  (meters)       2.33   (feet)  ADJUSTED  
 CK2265  ___________________________________________________________________
 CK2265  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2265  DYNAMIC HT  -           0.710 (meters)       2.33  (feet)  COMP
 CK2265  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CK2265
 CK2265  VERT ORDER  -  FIRST     CLASS II
 CK2265
 CK2265.The horizontal coordinates were scaled from a topographic map and have
 CK2265.an estimated accuracy of +/- 6 seconds.
 CK2265
 CK2265.The orthometric height was determined by differential leveling
 CK2265.and adjusted by the National Geodetic Survey in June 1991..
 CK2265
 CK2265.This Tidal Bench Mark is designated as VM 4352
 CK2265.by the Center for Operational Oceanographic Products and Services.
 CK2265
 CK2265.The geoid height was determined by GEOID03.
 CK2265
 CK2265.The dynamic height is computed by dividing the NAVD 88
 CK2265.geopotential number by the normal gravity value computed on the
 CK2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2265.degrees latitude (g = 980.6199 gals.).
 CK2265
 CK2265.The modeled gravity was interpolated from observed gravity values.
 CK2265
 CK2265;                    North         East    Units  Estimated Accuracy
 CK2265;SPC SC       -    77,040.      649,550.      MT  (+/- 180 meters Scaled)
 CK2265
 CK2265                          SUPERSEDED SURVEY CONTROL
 CK2265
 CK2265  NGVD 29 (03/21/89)    0.989  (m)            3.24   (f) ADJUSTED    1 2
 CK2265
 CK2265.Superseded values are not recommended for survey control.
 CK2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2265.See file dsdata.txt to determine how the superseded data were derived.
 CK2265
 CK2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR399989(NAD 83)
 CK2265_MARKER: DJ = TIDAL STATION DISK
 CK2265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2265_SP_SET: STAINLESS STEEL ROD
 CK2265_STAMPING: 7493 G 1979
 CK2265_MARK LOGO: NOS   
 CK2265_PROJECTION: PROJECTING 30 CENTIMETERS
 CK2265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2265+STABILITY: POSITION/ELEVATION WELL
 CK2265_ROD/PIPE-DEPTH: 48.0 meters
 CK2265
 CK2265  HISTORY     - Date     Condition        Report By
 CK2265  HISTORY     - 1979     MONUMENTED       NOS
 CK2265  HISTORY     - 1982     GOOD             SCGS
 CK2265
 CK2265                          STATION DESCRIPTION
 CK2265
 CK2265'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2265'13.2 KM (8.2 MI) SE FROM DALE.
 CK2265'10.5 KILOMETERS (6.5 MILES) SOUTHEAST ALONG A BLACKTOP ROAD  S 7 237
 CK2265'AND A SAND ROAD, FROM THE POST OFFICE IN DALE, THENCE 2.7 KILOMETERS
 CK2265'(1.7 MILES) SOUTHEAST ALONG AN ABANDONED RAILROAD BED USED AS A ROAD
 CK2265'LEADING TO SUMMERHOUSE POINT FROM THE MAIN HOUSE ON THE CHISHOLM
 CK2265'PLANTATION, SET IN THE SWAMP NEAR THE REMAINS OF AN OLD DOCK AND A
 CK2265'STAFF GAUGING STATION STILL IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2264 ***********************************************************************
 CK2264  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2264  DESIGNATION -  866 7493 H TIDAL
 CK2264  PID         -  CK2264
 CK2264  STATE/COUNTY-  SC/BEAUFORT
 CK2264  USGS QUAD   -  WIGGINS (1988)
 CK2264
 CK2264                         *CURRENT SURVEY CONTROL
 CK2264  ___________________________________________________________________
 CK2264* NAD 83(1986)-  32 31 35.     (N)    080 34 37.     (W)     SCALED    
 CK2264* NAVD 88     -         3.071  (meters)      10.08   (feet)  ADJUSTED  
 CK2264  ___________________________________________________________________
 CK2264  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2264  DYNAMIC HT  -           3.068 (meters)      10.07  (feet)  COMP
 CK2264  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 CK2264
 CK2264  VERT ORDER  -  FIRST     CLASS II
 CK2264
 CK2264.The horizontal coordinates were scaled from a topographic map and have
 CK2264.an estimated accuracy of +/- 6 seconds.
 CK2264
 CK2264.The orthometric height was determined by differential leveling
 CK2264.and adjusted by the National Geodetic Survey in June 1991..
 CK2264
 CK2264.This Tidal Bench Mark is designated as VM 4353
 CK2264.by the Center for Operational Oceanographic Products and Services.
 CK2264
 CK2264.The geoid height was determined by GEOID03.
 CK2264
 CK2264.The dynamic height is computed by dividing the NAVD 88
 CK2264.geopotential number by the normal gravity value computed on the
 CK2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2264.degrees latitude (g = 980.6199 gals.).
 CK2264
 CK2264.The modeled gravity was interpolated from observed gravity values.
 CK2264
 CK2264;                    North         East    Units  Estimated Accuracy
 CK2264;SPC SC       -    76,950.      649,350.      MT  (+/- 180 meters Scaled)
 CK2264
 CK2264                          SUPERSEDED SURVEY CONTROL
 CK2264
 CK2264  NGVD 29 (03/21/89)    3.349  (m)           10.99   (f) ADJUSTED    1 2
 CK2264
 CK2264.Superseded values are not recommended for survey control.
 CK2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2264.See file dsdata.txt to determine how the superseded data were derived.
 CK2264
 CK2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR397988(NAD 83)
 CK2264_MARKER: DJ = TIDAL STATION DISK
 CK2264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2264_SP_SET: STAINLESS STEEL ROD
 CK2264_STAMPING: 7493 H 1979
 CK2264_MARK LOGO: NOS   
 CK2264_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2264+STABILITY: POSITION/ELEVATION WELL
 CK2264_ROD/PIPE-DEPTH: 42.0 meters
 CK2264
 CK2264  HISTORY     - Date     Condition        Report By
 CK2264  HISTORY     - 1979     MONUMENTED       NOS
 CK2264  HISTORY     - 1982     GOOD             SCGS
 CK2264
 CK2264                          STATION DESCRIPTION
 CK2264
 CK2264'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2264'13.2 KM (8.2 MI) SE FROM DALE.
 CK2264'10.5 KILOMETERS (6.5 MILES) SOUTHEAST ALONG A BLACKTOP ROAD ,
 CK2264'S 7 237, AND A SAND ROAD, FROM THE POST OFFICE IN DALE, THENCE 2.7
 CK2264'KILOMETERS (1.7 MILES) SOUTHEAST ALONG AN ABANDONED RAILROAD BED
 CK2264'USED AS A ROAD LEADING TO SUMMERHOUSE POINT, FROM THE MAIN HOUSE
 CK2264'ON THE CHISHOLM PLANTATION, SET ON THE RIGHT SIDE OF A GRASSY ROAD
 CK2264'LEADING NORTHEAST T0 THE OLD DOCK AND STAFF GAUGING STATION, 14.0
 CK2264'METERS (46.0 FEET) NORTH NORTHEAST OF A 24 INCH OAK TREE, 9.9 METERS
 CK2264'(32.6 FEET) WEST OF A DOUBLE 12 INCH OAK TREE, 7.6 METERS (25.0 FEET)
 CK2264'SOUTHEAST OF THE APPPROXIMATE CENTER OF THE GRASSY ROAD LEADING TO
 CK2264'THE OLD DOCK AND 5.0 METERS (16.6 FEET) WEST NORTHWEST OF A LEANING
 CK2264'12 INCH PALMETTO TREE.
 CK2264'THE MARK IS 4.70 METERS  W FROM A WITNESS POST.
 CK2264'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2266 ***********************************************************************
 CK2266  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2266  DESIGNATION -  866 7493 J TIDAL
 CK2266  PID         -  CK2266
 CK2266  STATE/COUNTY-  SC/BEAUFORT
 CK2266  USGS QUAD   -  WIGGINS (1988)
 CK2266
 CK2266                         *CURRENT SURVEY CONTROL
 CK2266  ___________________________________________________________________
 CK2266* NAD 83(1986)-  32 31 29.     (N)    080 34 31.     (W)     SCALED    
 CK2266* NAVD 88     -         4.558  (meters)      14.95   (feet)  ADJUSTED  
 CK2266  ___________________________________________________________________
 CK2266  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK2266  DYNAMIC HT  -           4.553 (meters)      14.94  (feet)  COMP
 CK2266  MODELED GRAV-     979,537.0   (mgal)                       NAVD 88
 CK2266
 CK2266  VERT ORDER  -  FIRST     CLASS II
 CK2266
 CK2266.The horizontal coordinates were scaled from a topographic map and have
 CK2266.an estimated accuracy of +/- 6 seconds.
 CK2266
 CK2266.The orthometric height was determined by differential leveling
 CK2266.and adjusted by the National Geodetic Survey in June 1991..
 CK2266
 CK2266.This Tidal Bench Mark is designated as VM 4354
 CK2266.by the Center for Operational Oceanographic Products and Services.
 CK2266
 CK2266.The geoid height was determined by GEOID03.
 CK2266
 CK2266.The dynamic height is computed by dividing the NAVD 88
 CK2266.geopotential number by the normal gravity value computed on the
 CK2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2266.degrees latitude (g = 980.6199 gals.).
 CK2266
 CK2266.The modeled gravity was interpolated from observed gravity values.
 CK2266
 CK2266;                    North         East    Units  Estimated Accuracy
 CK2266;SPC SC       -    76,760.      649,500.      MT  (+/- 180 meters Scaled)
 CK2266
 CK2266                          SUPERSEDED SURVEY CONTROL
 CK2266
 CK2266  NGVD 29 (03/21/89)    4.836  (m)           15.87   (f) ADJUSTED    1 2
 CK2266
 CK2266.Superseded values are not recommended for survey control.
 CK2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2266.See file dsdata.txt to determine how the superseded data were derived.
 CK2266
 CK2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR398986(NAD 83)
 CK2266_MARKER: DJ = TIDAL STATION DISK
 CK2266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2266_SP_SET: STAINLESS STEEL ROD
 CK2266_STAMPING: 7493 J 1979
 CK2266_MARK LOGO: NOS   
 CK2266_PROJECTION: FLUSH
 CK2266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2266+STABILITY: POSITION/ELEVATION WELL
 CK2266_ROD/PIPE-DEPTH: 36.0 meters
 CK2266
 CK2266  HISTORY     - Date     Condition        Report By
 CK2266  HISTORY     - 1979     MONUMENTED       NOS
 CK2266  HISTORY     - 1982     GOOD             SCGS
 CK2266
 CK2266                          STATION DESCRIPTION
 CK2266
 CK2266'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2266'13.2 KM (8.2 MI) SE FROM DALE.
 CK2266'10.5 KILOMETERS (6.5 MILES) SOUTHEAST ALONG A BLACK TOP ROAD S 7 237
 CK2266'AND A SAND ROAD, FROM THE POST OFFICE IN DALE, THENCE 2.7 KILOMETERS
 CK2266'(1.7 MILES) SOUTHEAST ALONG AN ABANDONED RAILROAD BED USED AS A ROAD
 CK2266'LEADING TO SUMMERHOUSE POINT, FROM THE MAIN HOUSE ON THE CHISOLM
 CK2266'PLANTATION, SET AT THE END OF THE ROAD, NEXT TO A SAND PIT, ON THE
 CK2266'RIGHT, JUST PAST THE ROAD THAT VEES OFF LEADING TO THE DOCK, 25.3
 CK2266'METERS (83.2 FEET) NORTH NORTHEAST OF THE STATION HORSE, 6.7 METERS
 CK2266'(23.0 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF A GRASSY ROAD AND
 CK2266'4.1 METERS (13.5 FEET) NORTHWEST OF A 20 INCH PALMETTO TREE.
 CK2266'THE MARK IS 0.80 METERS  NE FROM A WITNESS POST.
 CK2266'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1453 ***********************************************************************
 CK1453  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1453  DESIGNATION -  866 7493 TIDAL 1
 CK1453  PID         -  CK1453
 CK1453  STATE/COUNTY-  SC/BEAUFORT
 CK1453  USGS QUAD   -  WIGGINS (1988)
 CK1453
 CK1453                         *CURRENT SURVEY CONTROL
 CK1453  ___________________________________________________________________
 CK1453* NAD 83(1986)-  32 31 35.     (N)    080 34 34.     (W)     SCALED    
 CK1453* NAVD 88     -         3.151  (meters)      10.34   (feet)  ADJUSTED  
 CK1453  ___________________________________________________________________
 CK1453  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CK1453  DYNAMIC HT  -           3.148 (meters)      10.33  (feet)  COMP
 CK1453  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 CK1453
 CK1453  VERT ORDER  -  FIRST     CLASS II
 CK1453
 CK1453.The horizontal coordinates were scaled from a topographic map and have
 CK1453.an estimated accuracy of +/- 6 seconds.
 CK1453
 CK1453.The orthometric height was determined by differential leveling
 CK1453.and adjusted by the National Geodetic Survey in June 1991..
 CK1453.WARNING-Repeat measurements at this control monument indicate possible
 CK1453.vertical movement.
 CK1453
 CK1453.This Tidal Bench Mark is designated as VM 4350
 CK1453.by the Center for Operational Oceanographic Products and Services.
 CK1453
 CK1453.The geoid height was determined by GEOID03.
 CK1453
 CK1453.The dynamic height is computed by dividing the NAVD 88
 CK1453.geopotential number by the normal gravity value computed on the
 CK1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1453.degrees latitude (g = 980.6199 gals.).
 CK1453
 CK1453.The modeled gravity was interpolated from observed gravity values.
 CK1453
 CK1453;                    North         East    Units  Estimated Accuracy
 CK1453;SPC SC       -    76,950.      649,420.      MT  (+/- 180 meters Scaled)
 CK1453
 CK1453                          SUPERSEDED SURVEY CONTROL
 CK1453
 CK1453  NGVD 29 (03/21/89)    3.429  (m)           11.25   (f) ADJUSTED    1 2
 CK1453
 CK1453.Superseded values are not recommended for survey control.
 CK1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1453.See file dsdata.txt to determine how the superseded data were derived.
 CK1453
 CK1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR398988(NAD 83)
 CK1453_MARKER: DJ = TIDAL STATION DISK
 CK1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1453_STAMPING: NO 1 1934
 CK1453_MARK LOGO: CGS   
 CK1453_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1453+STABILITY: SURFACE MOTION
 CK1453
 CK1453  HISTORY     - Date     Condition        Report By
 CK1453  HISTORY     - 1934     MONUMENTED       CGS
 CK1453  HISTORY     - 1962     GOOD             NGS
 CK1453  HISTORY     - 1982     GOOD             SCGS
 CK1453
 CK1453                          STATION DESCRIPTION
 CK1453
 CK1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK1453'8.2 MI SE FROM DALE.
 CK1453'ABOUT 6.5 MILES SOUTHEAST ALONG A BLACK TOP AND SAND ROAD FROM
 CK1453'THE POST OFFICE AND GENERAL STORE AT DALE, THENCE 1.7 MILES
 CK1453'SOUTHEAST ALONG AN ABANDONED RAILROAD BED, ON CHISOLM ISLAND, ABOUT
 CK1453'1.7 MILES SOUTHEAST OF THE MAIN HOUSE OF THE CHISOLM PLANTATION,
 CK1453'413 FEET NORTHEAST OF THE CENTER LINE OF THE ABANDONED RAILROAD
 CK1453'BED, 202.5 FEET NORTHEAST OF BENCH MARK E 109 1962, 96 FEET
 CK1453'SOUTHWEST OF THE WATER EDGE OF BULL RIVER AT SOUTHWEST END OF
 CK1453'REMAINS OF AN OLD DOCK, (PILING STILL INTACT), 1.5 FEET SOUTHEAST
 CK1453'OF A CONCRETE WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CK1453'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 CK1453
 CK1453                          STATION RECOVERY (1982)
 CK1453
 CK1453'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK1453'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE EXCEPT
 CK1453'ADD
 CK1453'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1909 ***********************************************************************
 CK1909  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1909  DESIGNATION -  866 7591 A TIDAL
 CK1909  PID         -  CK1909
 CK1909  STATE/COUNTY-  SC/JASPER
 CK1909  USGS QUAD   -  SHELDON (1988)
 CK1909
 CK1909                         *CURRENT SURVEY CONTROL
 CK1909  ___________________________________________________________________
 CK1909* NAD 83(1986)-  32 31 01.     (N)    080 52 13.     (W)     SCALED    
 CK1909* NAVD 88     -         2.092  (meters)       6.86   (feet)  ADJUSTED  
 CK1909  ___________________________________________________________________
 CK1909  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK1909  DYNAMIC HT  -           2.089 (meters)       6.85  (feet)  COMP
 CK1909  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CK1909
 CK1909  VERT ORDER  -  FIRST     CLASS II
 CK1909
 CK1909.The horizontal coordinates were scaled from a topographic map and have
 CK1909.an estimated accuracy of +/- 6 seconds.
 CK1909
 CK1909.The orthometric height was determined by differential leveling
 CK1909.and adjusted by the National Geodetic Survey in June 1991..
 CK1909
 CK1909.This Tidal Bench Mark is designated as VM 4362
 CK1909.by the Center for Operational Oceanographic Products and Services.
 CK1909
 CK1909.The geoid height was determined by GEOID03.
 CK1909
 CK1909.The dynamic height is computed by dividing the NAVD 88
 CK1909.geopotential number by the normal gravity value computed on the
 CK1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1909.degrees latitude (g = 980.6199 gals.).
 CK1909
 CK1909.The modeled gravity was interpolated from observed gravity values.
 CK1909
 CK1909;                    North         East    Units  Estimated Accuracy
 CK1909;SPC SC       -    75,820.      621,790.      MT  (+/- 180 meters Scaled)
 CK1909
 CK1909                          SUPERSEDED SURVEY CONTROL
 CK1909
 CK1909  NGVD 29 (03/21/89)    2.375  (m)            7.79   (f) ADJUSTED    1 2
 CK1909
 CK1909.Superseded values are not recommended for survey control.
 CK1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1909.See file dsdata.txt to determine how the superseded data were derived.
 CK1909
 CK1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR121977(NAD 83)
 CK1909_MARKER: DJ = TIDAL STATION DISK
 CK1909_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK1909_SP_SET: GALVANIZED STEEL ROD
 CK1909_STAMPING: 7591 A 1980
 CK1909_MARK LOGO: NOS   
 CK1909_PROJECTION: FLUSH
 CK1909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1909+STABILITY: POSITION/ELEVATION WELL
 CK1909
 CK1909  HISTORY     - Date     Condition        Report By
 CK1909  HISTORY     - 1980     MONUMENTED       NOS
 CK1909  HISTORY     - 1981     GOOD             SCGS
 CK1909
 CK1909                          STATION DESCRIPTION
 CK1909
 CK1909'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1909'11.3 KM (7.0 MI) NE FROM RIDGELAND.
 CK1909'8.0 KILOMETERS (5.0 MILES) SOUTH ALONG STATE HIGHWAY 462 FROM THE
 CK1909'JUNCTION OF INTERSTATE HIGHWAY 95, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK1909'EAST ALONG COUNTY HIGHWAY 151 TO THE END OF THE PAVEMENT AND A FORK
 CK1909'TAKE LEFT FORK FOR 1.0 KILOMETER (0.6 MILE) TO A SHARP CURVE LEFT,
 CK1909'THENCE 0.2 KILOMETER (0.1 MILE) SOUTH SOUTHWEST TO A HOUSE AT THE
 CK1909'WATERS EDGE, WITH A DOCK LEADING OUT OVER THE WATER, TO A TIDE
 CK1909'GUAGE, SET BETWEEN THE END OF THE DRIVEWAY AND THE WATERS EDGE,
 CK1909'8.8 METERS (29.0 FEET) SOUTH SOUTHEAST OF THE SOUTHWEST END OF THE
 CK1909'DOCK, 4.0 METERS (13.5 FEET) NORTH OF THE NORTH CORNER OF A SHED,
 CK1909'24.7 METERS (81.0 FEET) NORTHEAST OF THE NORTHEAST CORNER POST OF
 CK1909'THE HOUSE, 5.5 METERS (18.0 FEET) NORTHEAST OF A 24 INCH PINE TREE.
 CK1909'NOTE--DEPTH OF ROD NOT KNOWN AT THIS TIME.
 CK1909'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1908 ***********************************************************************
 CK1908  DESIGNATION -  866 7591 B TIDAL
 CK1908  PID         -  CK1908
 CK1908  STATE/COUNTY-  SC/JASPER
 CK1908  USGS QUAD   -  SHELDON (1988)
 CK1908
 CK1908                         *CURRENT SURVEY CONTROL
 CK1908  ___________________________________________________________________
 CK1908* NAD 83(1986)-  32 31 01.     (N)    080 52 13.     (W)     SCALED    
 CK1908* NAVD 88     -         2.244  (meters)       7.36   (feet)  ADJUSTED  
 CK1908  ___________________________________________________________________
 CK1908  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK1908  DYNAMIC HT  -           2.242 (meters)       7.36  (feet)  COMP
 CK1908  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CK1908
 CK1908  VERT ORDER  -  FIRST     CLASS II
 CK1908
 CK1908.The horizontal coordinates were scaled from a topographic map and have
 CK1908.an estimated accuracy of +/- 6 seconds.
 CK1908
 CK1908.The orthometric height was determined by differential leveling
 CK1908.and adjusted by the National Geodetic Survey in June 1991..
 CK1908
 CK1908.The geoid height was determined by GEOID03.
 CK1908
 CK1908.The dynamic height is computed by dividing the NAVD 88
 CK1908.geopotential number by the normal gravity value computed on the
 CK1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1908.degrees latitude (g = 980.6199 gals.).
 CK1908
 CK1908.The modeled gravity was interpolated from observed gravity values.
 CK1908
 CK1908;                    North         East    Units  Estimated Accuracy
 CK1908;SPC SC       -    75,820.      621,790.      MT  (+/- 180 meters Scaled)
 CK1908
 CK1908                          SUPERSEDED SURVEY CONTROL
 CK1908
 CK1908  NGVD 29 (03/21/89)    2.527  (m)            8.29   (f) ADJUSTED    1 2
 CK1908
 CK1908.Superseded values are not recommended for survey control.
 CK1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1908.See file dsdata.txt to determine how the superseded data were derived.
 CK1908
 CK1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR121977(NAD 83)
 CK1908_MARKER: DJ = TIDAL STATION DISK
 CK1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1908_SP_SET: CONCRETE POST
 CK1908_STAMPING: 7591 B 1980
 CK1908_MARK LOGO: NOS   
 CK1908_PROJECTION: FLUSH
 CK1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1908+STABILITY: SURFACE MOTION
 CK1908
 CK1908  HISTORY     - Date     Condition        Report By
 CK1908  HISTORY     - 1980     MONUMENTED       NOS
 CK1908  HISTORY     - 1981     GOOD             SCGS
 CK1908
 CK1908                          STATION DESCRIPTION
 CK1908
 CK1908'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1908'11.3 KM (7.0 MI) NE FROM RIDGELAND.
 CK1908'8.0 KILOMETERS (5.0 MILES) SOUTH ALONG STATE HIGHWAY 462 FROM THE
 CK1908'JUNCTION OF INTERSTATE HIGHWAY 95, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK1908'EAST ALONG COUNTY HIGHWAY 151, TO THE END OF THE PAVEMENT AND A FORK,
 CK1908'TAKE LEFT FORK FOR 1.0 KILOMETER (0.6 MILE) TO A SHARP CURVE LEFT,
 CK1908'THENCE 0.2 KILOMETERS (0.1 MILE) SOUTH SOUTHWEST TO A HOUSE AT THE
 CK1908'WATERS EDGE, WITH A DOCK LEADING OUT OVER THE WATER TO A TIDE GUAGE,
 CK1908'SET NORTH OF THE NORTH NORTHWEST CORNER OF THE HOUSE, 27.1 METERS
 CK1908'(89.5 FEET) WEST OF 7591 A, 10.2 METERS (33.5 FEET) WEST SOUTHWEST
 CK1908'OF A LIGHT POLE, 7.6 METERS (25.0 FEET) NORTH OF THE NORTH NORTHWEST
 CK1908'CORNER POST OF THE HOUSE, 1.3 METERS (4.4 FEET) NORTH NORTHWEST OF A
 CK1908'12 INCH PINE TREE.
 CK1908'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1907 ***********************************************************************
 CK1907  DESIGNATION -  866 7591 C TIDAL
 CK1907  PID         -  CK1907
 CK1907  STATE/COUNTY-  SC/JASPER
 CK1907  USGS QUAD   -  SHELDON (1988)
 CK1907
 CK1907                         *CURRENT SURVEY CONTROL
 CK1907  ___________________________________________________________________
 CK1907* NAD 83(1986)-  32 31 01.     (N)    080 52 13.     (W)     SCALED    
 CK1907* NAVD 88     -         2.740  (meters)       8.99   (feet)  ADJUSTED  
 CK1907  ___________________________________________________________________
 CK1907  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK1907  DYNAMIC HT  -           2.737 (meters)       8.98  (feet)  COMP
 CK1907  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CK1907
 CK1907  VERT ORDER  -  FIRST     CLASS II
 CK1907
 CK1907.The horizontal coordinates were scaled from a topographic map and have
 CK1907.an estimated accuracy of +/- 6 seconds.
 CK1907
 CK1907.The orthometric height was determined by differential leveling
 CK1907.and adjusted by the National Geodetic Survey in June 1991..
 CK1907
 CK1907.The geoid height was determined by GEOID03.
 CK1907
 CK1907.The dynamic height is computed by dividing the NAVD 88
 CK1907.geopotential number by the normal gravity value computed on the
 CK1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1907.degrees latitude (g = 980.6199 gals.).
 CK1907
 CK1907.The modeled gravity was interpolated from observed gravity values.
 CK1907
 CK1907;                    North         East    Units  Estimated Accuracy
 CK1907;SPC SC       -    75,820.      621,790.      MT  (+/- 180 meters Scaled)
 CK1907
 CK1907                          SUPERSEDED SURVEY CONTROL
 CK1907
 CK1907  NGVD 29 (03/21/89)    3.023  (m)            9.92   (f) ADJUSTED    1 2
 CK1907
 CK1907.Superseded values are not recommended for survey control.
 CK1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1907.See file dsdata.txt to determine how the superseded data were derived.
 CK1907
 CK1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR121977(NAD 83)
 CK1907_MARKER: DJ = TIDAL STATION DISK
 CK1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1907_SP_SET: CONCRETE POST
 CK1907_STAMPING: 7591 C 1980
 CK1907_MARK LOGO: NOS   
 CK1907_PROJECTION: FLUSH
 CK1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1907+STABILITY: SURFACE MOTION
 CK1907
 CK1907  HISTORY     - Date     Condition        Report By
 CK1907  HISTORY     - 1980     MONUMENTED       NOS
 CK1907  HISTORY     - 1981     GOOD             SCGS
 CK1907
 CK1907                          STATION DESCRIPTION
 CK1907
 CK1907'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1907'11.3 KM (7.0 MI) NE FROM RIDGELAND.
 CK1907'8.0 KILOMETERS (5.0 MILES) SOUTH ALONG STATE HIGHWAY 462 FROM THE
 CK1907'JUNCTION OF INTERSTATE HIGHWAY 95, THENCE 1.8 KILOMETER (1.1 MILES)
 CK1907'EAST ALONG COUNTY HIGHWAY 151 TO THE END OF THE PAVEMENT AND A FORK
 CK1907', TAKE LEFT FORK FOR 1.0 KILOMETER (0.6 MILE) TO A SHARP CURVE
 CK1907'LEFT, THENCE 0.2 KILOMETERS (0.1 MILE) SOUTH SOUTHWEST TO A HOUSE
 CK1907'AT THE WATER EDGE WITH A DOCK LEADING OUT OVER THE WATER TO A TIDE
 CK1907'GUAGE, SET BY A POWERLINE POLE WITH WIRES LEADING TO THE HOUSE,
 CK1907'21.9 METERS (72.0 FEET) SOUTHWEST OF THE WEST CORNER OF THE HOUSE,
 CK1907'21.6 METERS (71.0 FEET) WEST NORTHWEST OF THE CENTER OF THE DRIVE WAY,
 CK1907'0.7 METER (2.3 FEET) NORTH NORTHEAST OF A POWERLINE POLE.
 CK1907'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1906 ***********************************************************************
 CK1906  DESIGNATION -  866 7591 D TIDAL
 CK1906  PID         -  CK1906
 CK1906  STATE/COUNTY-  SC/JASPER
 CK1906  USGS QUAD   -  SHELDON (1988)
 CK1906
 CK1906                         *CURRENT SURVEY CONTROL
 CK1906  ___________________________________________________________________
 CK1906* NAD 83(1986)-  32 30 59.     (N)    080 52 13.     (W)     SCALED    
 CK1906* NAVD 88     -         3.419  (meters)      11.22   (feet)  ADJUSTED  
 CK1906  ___________________________________________________________________
 CK1906  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK1906  DYNAMIC HT  -           3.415 (meters)      11.20  (feet)  COMP
 CK1906  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CK1906
 CK1906  VERT ORDER  -  FIRST     CLASS II
 CK1906
 CK1906.The horizontal coordinates were scaled from a topographic map and have
 CK1906.an estimated accuracy of +/- 6 seconds.
 CK1906
 CK1906.The orthometric height was determined by differential leveling
 CK1906.and adjusted by the National Geodetic Survey in June 1991..
 CK1906
 CK1906.The geoid height was determined by GEOID03.
 CK1906
 CK1906.The dynamic height is computed by dividing the NAVD 88
 CK1906.geopotential number by the normal gravity value computed on the
 CK1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1906.degrees latitude (g = 980.6199 gals.).
 CK1906
 CK1906.The modeled gravity was interpolated from observed gravity values.
 CK1906
 CK1906;                    North         East    Units  Estimated Accuracy
 CK1906;SPC SC       -    75,760.      621,790.      MT  (+/- 180 meters Scaled)
 CK1906
 CK1906                          SUPERSEDED SURVEY CONTROL
 CK1906
 CK1906  NGVD 29 (03/21/89)    3.702  (m)           12.15   (f) ADJUSTED    1 2
 CK1906
 CK1906.Superseded values are not recommended for survey control.
 CK1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1906.See file dsdata.txt to determine how the superseded data were derived.
 CK1906
 CK1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR121976(NAD 83)
 CK1906_MARKER: DJ = TIDAL STATION DISK
 CK1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1906_SP_SET: CONCRETE POST
 CK1906_STAMPING: 7591 D 1980
 CK1906_MARK LOGO: NOS   
 CK1906_PROJECTION: FLUSH
 CK1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1906+STABILITY: SURFACE MOTION
 CK1906
 CK1906  HISTORY     - Date     Condition        Report By
 CK1906  HISTORY     - 1980     MONUMENTED       NOS
 CK1906  HISTORY     - 1981     GOOD             SCGS
 CK1906
 CK1906                          STATION DESCRIPTION
 CK1906
 CK1906'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1906'11.3 KM (7.0 MI) NE FROM RIDGELAND.
 CK1906'8.0 KILOMETERS (5.0 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM THE
 CK1906'JUNCTION OF INTERSTATE HIGHWAY 95, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK1906'EAST ALONG COUNTY HIGHWAY 151 TO THE END OF THE PAVEMENT AND A FORK,
 CK1906'TAKE LEFT FORK FOR 1.0 KILOMETERS (0.6 MILE) TO A SHARP CURVE LEFT,
 CK1906'THENCE 0.2 KILOMETERS (0.1 MILE) SOUTH SOUTHWEST TO A HOUSE AT THE
 CK1906'WATERS EDGE, WITH A DOCK LEADING OUT OVER THE WATER TO A TIDE GUAGE,
 CK1906'SET 0.1 KILOMETER (0.05 MILE) BEFORE REACHING THE HOUSE, BY A GUY
 CK1906'POLE ON THE SOUTHEAST SIDE OF THE DRIVEWAY, 11.9 METERS (39.0 FEET)
 CK1906'EAST SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, 4.3 METERS
 CK1906'(14.5 FEET) SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 1.3 METERS
 CK1906'(4.5 FEET) SOUTHWEST OF THE GUY POLE.
 CK1906'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1905 ***********************************************************************
 CK1905  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1905  DESIGNATION -  866 7591 E TIDAL
 CK1905  PID         -  CK1905
 CK1905  STATE/COUNTY-  SC/JASPER
 CK1905  USGS QUAD   -  SHELDON (1988)
 CK1905
 CK1905                         *CURRENT SURVEY CONTROL
 CK1905  ___________________________________________________________________
 CK1905* NAD 83(1986)-  32 30 59.     (N)    080 52 13.     (W)     SCALED    
 CK1905* NAVD 88     -         3.876  (meters)      12.72   (feet)  ADJUSTED  
 CK1905  ___________________________________________________________________
 CK1905  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK1905  DYNAMIC HT  -           3.872 (meters)      12.70  (feet)  COMP
 CK1905  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CK1905
 CK1905  VERT ORDER  -  FIRST     CLASS II
 CK1905
 CK1905.The horizontal coordinates were scaled from a topographic map and have
 CK1905.an estimated accuracy of +/- 6 seconds.
 CK1905
 CK1905.The orthometric height was determined by differential leveling
 CK1905.and adjusted by the National Geodetic Survey in June 1991..
 CK1905
 CK1905.This Tidal Bench Mark is designated as VM 4363
 CK1905.by the Center for Operational Oceanographic Products and Services.
 CK1905
 CK1905.The geoid height was determined by GEOID03.
 CK1905
 CK1905.The dynamic height is computed by dividing the NAVD 88
 CK1905.geopotential number by the normal gravity value computed on the
 CK1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1905.degrees latitude (g = 980.6199 gals.).
 CK1905
 CK1905.The modeled gravity was interpolated from observed gravity values.
 CK1905
 CK1905;                    North         East    Units  Estimated Accuracy
 CK1905;SPC SC       -    75,760.      621,790.      MT  (+/- 180 meters Scaled)
 CK1905
 CK1905                          SUPERSEDED SURVEY CONTROL
 CK1905
 CK1905  NGVD 29 (03/21/89)    4.159  (m)           13.64   (f) ADJUSTED    1 2
 CK1905
 CK1905.Superseded values are not recommended for survey control.
 CK1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1905.See file dsdata.txt to determine how the superseded data were derived.
 CK1905
 CK1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR121976(NAD 83)
 CK1905_MARKER: DJ = TIDAL STATION DISK
 CK1905_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK1905_SP_SET: GALVANIZED STEEL ROD
 CK1905_STAMPING: 7591 E 1980
 CK1905_MARK LOGO: NOS   
 CK1905_PROJECTION: FLUSH
 CK1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1905+STABILITY: SURFACE MOTION
 CK1905
 CK1905  HISTORY     - Date     Condition        Report By
 CK1905  HISTORY     - 1980     MONUMENTED       NOS
 CK1905  HISTORY     - 1981     GOOD             SCGS
 CK1905
 CK1905                          STATION DESCRIPTION
 CK1905
 CK1905'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1905'11.3 KM (7.0 MI) NE FROM RIDGELAND.
 CK1905'8.0 KILOMETERS (5.0 MILES) SOUTH ALONG STATE HIGHWAY 462 FROM THE
 CK1905'JUNCTION OF INTERSTATE HIGHWAY 95, THENCE 1.8 KILOMETERS (1.1 MILES)
 CK1905'EAST ALONG COUNTY HIGHWAY 151 TO THE END OF THE PAVEMENT AND A FORK,
 CK1905'TAKE LEFT FORK FOR 1.0 KILOMETER (0.6 MILES) TO A SHARP CURVE LEFT,
 CK1905'SET 6.1 METERS (20.0 FEET) SOUTHEAST OF THE CENTER OF THE DRIVEWAY
 CK1905'AT THE CURVE, 5.8 METERS (9.5 FEET) NORTHEAST OF THE CENTER OF A
 CK1905'FIELD ROAD WITH A CHAIN GATE, 3.2 METERS (10.5 FEET) NORTHWEST OF THE
 CK1905'WOODEN GATE POST.  NOTE--DEPTH OF ROD UNKNOWN AT THIS TIME.
 CK1905'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1819 ***********************************************************************
 CK1819  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1819  DESIGNATION -  866 7623 TIDAL GI 1
 CK1819  PID         -  CK1819
 CK1819  STATE/COUNTY-  SC/COLLETON
 CK1819  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1819
 CK1819                         *CURRENT SURVEY CONTROL
 CK1819  ___________________________________________________________________
 CK1819* NAD 83(1986)-  32 30 08.     (N)    080 18 56.     (W)     SCALED    
 CK1819* NAVD 88     -         1.602  (meters)       5.26   (feet)  ADJUSTED  
 CK1819  ___________________________________________________________________
 CK1819  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK1819  DYNAMIC HT  -           1.600 (meters)       5.25  (feet)  COMP
 CK1819  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CK1819
 CK1819  VERT ORDER  -  FIRST     CLASS II
 CK1819
 CK1819.The horizontal coordinates were scaled from a topographic map and have
 CK1819.an estimated accuracy of +/- 6 seconds.
 CK1819
 CK1819.The orthometric height was determined by differential leveling
 CK1819.and adjusted by the National Geodetic Survey in June 1991..
 CK1819
 CK1819.This Tidal Bench Mark is designated as VM 12062
 CK1819.by the Center for Operational Oceanographic Products and Services.
 CK1819
 CK1819.The geoid height was determined by GEOID03.
 CK1819
 CK1819.The dynamic height is computed by dividing the NAVD 88
 CK1819.geopotential number by the normal gravity value computed on the
 CK1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1819.degrees latitude (g = 980.6199 gals.).
 CK1819
 CK1819.The modeled gravity was interpolated from observed gravity values.
 CK1819
 CK1819;                    North         East    Units  Estimated Accuracy
 CK1819;SPC SC       -    74,400.      673,920.      MT  (+/- 180 meters Scaled)
 CK1819
 CK1819                          SUPERSEDED SURVEY CONTROL
 CK1819
 CK1819  NGVD 29 (03/21/89)    1.893  (m)            6.21   (f) ADJUSTED    1 2
 CK1819
 CK1819.Superseded values are not recommended for survey control.
 CK1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1819.See file dsdata.txt to determine how the superseded data were derived.
 CK1819
 CK1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR642963(NAD 83)
 CK1819_MARKER: DJ = TIDAL STATION DISK
 CK1819_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1819_SP_SET: COPPER-CLAD STEEL ROD
 CK1819_STAMPING: G I NO 1 1975
 CK1819_PROJECTION: FLUSH
 CK1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1819_ROD/PIPE-DEPTH: 12.2 meters
 CK1819
 CK1819  HISTORY     - Date     Condition        Report By
 CK1819  HISTORY     - 1975     MONUMENTED       NOS
 CK1819  HISTORY     - 1979     GOOD             NGS
 CK1819  HISTORY     - 19950929 POOR             USPSQD
 CK1819  HISTORY     - 20041018 MARK NOT FOUND   SCGS
 CK1819
 CK1819                          STATION DESCRIPTION
 CK1819
 CK1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1819'6.1 MI SW FROM EDISTO ISLAND.
 CK1819'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1819'EDISTO ISLAND, THENCE 1.2 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD,
 CK1819'THENCE 0.6 MILE NORTHWEST ALONG PORTIA STREET AND A PRIVATE DRIVE,
 CK1819'216.2 FT. NORTH OF BENCH MARK TIDAL 3, 128.9 FT. NORTHWEST OF BENCH
 CK1819'MARK TIDAL 2, 50.2 EAST OF THE SOUTHEAST END OF A PIER, 5.3 FT.
 CK1819'WEST OF POWER POLE 212822.
 CK1819'THE MARK IS 2 FT  NNW FROM A WITNESS POST.
 CK1819
 CK1819                          STATION RECOVERY (1995)
 CK1819
 CK1819'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1819'MARK RECOVERED IN POOR CONDITION.
 CK1819
 CK1819                          STATION RECOVERY (2004)
 CK1819
 CK1819'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1819'NOT RECOVERED, FOUND PIPE AND KICK BLOCK CONTAINING NO ROD OR DISK.
 CK1819'PRESUMED  DESTROYED. RECOVERY BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1818 ***********************************************************************
 CK1818  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1818  DESIGNATION -  866 7623 TIDAL GI 2
 CK1818  PID         -  CK1818
 CK1818  STATE/COUNTY-  SC/COLLETON
 CK1818  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1818
 CK1818                         *CURRENT SURVEY CONTROL
 CK1818  ___________________________________________________________________
 CK1818* NAD 83(1986)-  32 30 08.     (N)    080 18 55.     (W)     SCALED    
 CK1818* NAVD 88     -         1.855  (meters)       6.09   (feet)  ADJUSTED  
 CK1818  ___________________________________________________________________
 CK1818  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK1818  DYNAMIC HT  -           1.853 (meters)       6.08  (feet)  COMP
 CK1818  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CK1818
 CK1818  VERT ORDER  -  FIRST     CLASS II
 CK1818
 CK1818.The horizontal coordinates were scaled from a topographic map and have
 CK1818.an estimated accuracy of +/- 6 seconds.
 CK1818
 CK1818.The orthometric height was determined by differential leveling
 CK1818.and adjusted by the National Geodetic Survey in June 1991..
 CK1818
 CK1818.This Tidal Bench Mark is designated as VM 12063
 CK1818.by the Center for Operational Oceanographic Products and Services.
 CK1818
 CK1818.The geoid height was determined by GEOID03.
 CK1818
 CK1818.The dynamic height is computed by dividing the NAVD 88
 CK1818.geopotential number by the normal gravity value computed on the
 CK1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1818.degrees latitude (g = 980.6199 gals.).
 CK1818
 CK1818.The modeled gravity was interpolated from observed gravity values.
 CK1818
 CK1818;                    North         East    Units  Estimated Accuracy
 CK1818;SPC SC       -    74,400.      673,950.      MT  (+/- 180 meters Scaled)
 CK1818
 CK1818                          SUPERSEDED SURVEY CONTROL
 CK1818
 CK1818  NGVD 29 (03/21/89)    2.146  (m)            7.04   (f) ADJUSTED    1 2
 CK1818
 CK1818.Superseded values are not recommended for survey control.
 CK1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1818.See file dsdata.txt to determine how the superseded data were derived.
 CK1818
 CK1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR643963(NAD 83)
 CK1818_MARKER: DJ = TIDAL STATION DISK
 CK1818_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1818_SP_SET: COPPER-CLAD STEEL ROD
 CK1818_STAMPING: G I NO 2 1975
 CK1818_PROJECTION: FLUSH
 CK1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1818_ROD/PIPE-DEPTH: 12.2 meters
 CK1818
 CK1818  HISTORY     - Date     Condition        Report By
 CK1818  HISTORY     - 1975     MONUMENTED       NOS
 CK1818  HISTORY     - 1979     GOOD             NGS
 CK1818  HISTORY     - 19950929 MARK NOT FOUND   USPSQD
 CK1818  HISTORY     - 20041018 MARK NOT FOUND   SCGS
 CK1818
 CK1818                          STATION DESCRIPTION
 CK1818
 CK1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1818'6.1 MI SW FROM EDISTO ISLAND.
 CK1818'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1818'EDISTO ISLAND, THENCE 1.2 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD,
 CK1818'THENCE 0.6 MILE NORTHWEST ALONG PORTIA STREET AND A PRIVATE DRIVE,
 CK1818'128.9 FT. SOUTHEAST OF BENCH MARK TIDAL 1, 128.5 FT. NORTHEAST OF
 CK1818'BENCH MARK TIDAL 3.
 CK1818'THE MARK IS 3 FT  NE FROM A WITNESS POST.
 CK1818
 CK1818                          STATION RECOVERY (1995)
 CK1818
 CK1818'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1818'MARK NOT FOUND.
 CK1818
 CK1818                          STATION RECOVERY (2004)
 CK1818
 CK1818'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1818'NOT RECOVERED, MEASUREMENTS AND POSITION LEAD TO AN AREA NEAR THE
 CK1818'FOUNDATION OF A  HOUSE, SEARCHED 15 MINUTES WITH NO RESULTS. RECOVERY
 CK1818'BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1817 ***********************************************************************
 CK1817  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1817  DESIGNATION -  866 7623 TIDAL GI 3
 CK1817  PID         -  CK1817
 CK1817  STATE/COUNTY-  SC/COLLETON
 CK1817  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1817
 CK1817                         *CURRENT SURVEY CONTROL
 CK1817  ___________________________________________________________________
 CK1817* NAD 83(1986)-  32 30 07.     (N)    080 18 55.     (W)     SCALED    
 CK1817* NAVD 88     -         1.882  (meters)       6.17   (feet)  ADJUSTED  
 CK1817  ___________________________________________________________________
 CK1817  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK1817  DYNAMIC HT  -           1.880 (meters)       6.17  (feet)  COMP
 CK1817  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CK1817
 CK1817  VERT ORDER  -  FIRST     CLASS II
 CK1817
 CK1817.The horizontal coordinates were scaled from a topographic map and have
 CK1817.an estimated accuracy of +/- 6 seconds.
 CK1817
 CK1817.The orthometric height was determined by differential leveling
 CK1817.and adjusted by the National Geodetic Survey in January 2006..
 CK1817
 CK1817.This Tidal Bench Mark is designated as VM 12064
 CK1817.by the Center for Operational Oceanographic Products and Services.
 CK1817
 CK1817.The geoid height was determined by GEOID03.
 CK1817
 CK1817.The dynamic height is computed by dividing the NAVD 88
 CK1817.geopotential number by the normal gravity value computed on the
 CK1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1817.degrees latitude (g = 980.6199 gals.).
 CK1817
 CK1817.The modeled gravity was interpolated from observed gravity values.
 CK1817
 CK1817;                    North         East    Units  Estimated Accuracy
 CK1817;SPC SC       -    74,370.      673,950.      MT  (+/- 180 meters Scaled)
 CK1817
 CK1817                          SUPERSEDED SURVEY CONTROL
 CK1817
 CK1817  NAVD 88 (06/15/91)    1.890  (m)            6.20   (f) UNKNOWN     1 2
 CK1817  NGVD 29 (03/21/89)    2.181  (m)            7.16   (f) ADJUSTED    1 2
 CK1817
 CK1817.Superseded values are not recommended for survey control.
 CK1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1817.See file dsdata.txt to determine how the superseded data were derived.
 CK1817
 CK1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR643962(NAD 83)
 CK1817_MARKER: DJ = TIDAL STATION DISK
 CK1817_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1817_SP_SET: COPPER-CLAD STEEL ROD
 CK1817_STAMPING: G.I. NO. 3 1975
 CK1817_MARK LOGO: NOS   
 CK1817_PROJECTION: FLUSH
 CK1817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1817+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 CK1817_ROD/PIPE-DEPTH: 12.2 meters
 CK1817
 CK1817  HISTORY     - Date     Condition        Report By
 CK1817  HISTORY     - 1975     MONUMENTED       NOS
 CK1817  HISTORY     - 1979     GOOD             NGS
 CK1817  HISTORY     - 19950929 POOR             USPSQD
 CK1817  HISTORY     - 20041018 GOOD             SCGS
 CK1817
 CK1817                          STATION DESCRIPTION
 CK1817
 CK1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1817'6.1 MI SW FROM EDISTO ISLAND.
 CK1817'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1817'EDISTO ISLAND, THENCE 1.2 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD,
 CK1817'THENCE 0.6 MILE NORTHWEST ALONG PORTIA STREET AND A PRIVATE DRIVE,
 CK1817'150.0 FT. NORTH OF BENCH MARK TIDAL 4, 216.2 FT. SOUTH OF BENCH
 CK1817'MARK TIDAL 1, 128.5 FT. SOUTHWEST OF BENCH MARK TIDAL 2.
 CK1817'THE MARK IS 3 FT  SSW FROM A WITNESS POST.
 CK1817
 CK1817                          STATION RECOVERY (1995)
 CK1817
 CK1817'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1817'MARK RECOVERED IN POOR CONDITION.
 CK1817
 CK1817                          STATION RECOVERY (2004)
 CK1817
 CK1817'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1817'STATION IS LOCATED 1.9 MILES NORTHEAST OF EDISTO BEACH, 34.4 MILES
 CK1817'SOUTHEAST OF  WALTERBORO. OWNERSHIP--ISLAND COVE, EDISTO BEACH, SC
 CK1817'29438. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164,
 CK1817'174 AND STATE ROAD 55  (WILLTOWN ROAD), 0.85 MILE SOUTH OF ADAMS RUN,
 CK1817'GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR  15.2 MILES TO THE JUNCTION OF
 CK1817'STATE ROADS 2247 (REDHOUSE ROAD) RIGHT AND 2063 (LEGARE  ROAD) LEFT,
 CK1817'CONTINUE ON HIGHWAY 174 FOR 2.6 MILES TO THE JUNCTION OF STATE ROAD
 CK1817'683  (JUNGLE ROAD), TURN RIGHT ON ROAD 683 FOR 1.2 MILES TO THE
 CK1817'JUNCTION OF STATE ROAD 666  (PORTIA ROAD), TURN RIGHT ON ROAD 666 FOR
 CK1817'0.05 MILE TO THE END OF PAVEMENT AT THE PRIVATE  ROAD TO ISLAND COVE,
 CK1817'CONTINUE ON THE PRIVATE GRAVEL ROAD FOR 0.45 MILE TO THE STATION ON
 CK1817'THE LEFT NEAR A LAMP POST AT THE NORTH FORK OF ISLAND COVE CIRCLE.
 CK1817'STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD FLUSH WITH THE GROUND
 CK1817'AND  LEVEL WITH THE ROAD, 6.0 FEET EAST OF THE CENTER OF THE ROAD, 9.0
 CK1817'FEET SOUTH  SOUTHWEST OF THE FIBERGLASS LAMP POST G7705, 4.3 FEET
 CK1817'NORTH NORTHWEST OF A  WOOD GUARDRAIL POST WITH A SCGS REFERENCE WASHER
 CK1817'ATTACHED, 17.0 FEET EAST  OF THE NORTHEAST CORNER OF A TRANSFORMER
 CK1817'NUMBER 386283/2/50/857, 27.2 FEET  WEST NORTHWEST OF A 1.5-FOOT CEDAR
 CK1817'TREE. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1816 ***********************************************************************
 CK1816  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1816  DESIGNATION -  866 7623 TIDAL GI 4
 CK1816  PID         -  CK1816
 CK1816  STATE/COUNTY-  SC/COLLETON
 CK1816  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1816
 CK1816                         *CURRENT SURVEY CONTROL
 CK1816  ___________________________________________________________________
 CK1816* NAD 83(1986)-  32 30 06.     (N)    080 18 55.     (W)     SCALED    
 CK1816* NAVD 88     -         3.217  (meters)      10.55   (feet)  ADJUSTED  
 CK1816  ___________________________________________________________________
 CK1816  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK1816  DYNAMIC HT  -           3.214 (meters)      10.54  (feet)  COMP
 CK1816  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CK1816
 CK1816  VERT ORDER  -  FIRST     CLASS II
 CK1816
 CK1816.The horizontal coordinates were scaled from a topographic map and have
 CK1816.an estimated accuracy of +/- 6 seconds.
 CK1816
 CK1816.The orthometric height was determined by differential leveling
 CK1816.and adjusted by the National Geodetic Survey in June 1991..
 CK1816
 CK1816.This Tidal Bench Mark is designated as VM 12065
 CK1816.by the Center for Operational Oceanographic Products and Services.
 CK1816
 CK1816.The geoid height was determined by GEOID03.
 CK1816
 CK1816.The dynamic height is computed by dividing the NAVD 88
 CK1816.geopotential number by the normal gravity value computed on the
 CK1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1816.degrees latitude (g = 980.6199 gals.).
 CK1816
 CK1816.The modeled gravity was interpolated from observed gravity values.
 CK1816
 CK1816;                    North         East    Units  Estimated Accuracy
 CK1816;SPC SC       -    74,340.      673,950.      MT  (+/- 180 meters Scaled)
 CK1816
 CK1816                          SUPERSEDED SURVEY CONTROL
 CK1816
 CK1816  NGVD 29 (03/21/89)    3.509  (m)           11.51   (f) ADJUSTED    1 2
 CK1816
 CK1816.Superseded values are not recommended for survey control.
 CK1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1816.See file dsdata.txt to determine how the superseded data were derived.
 CK1816
 CK1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR643962(NAD 83)
 CK1816_MARKER: DJ = TIDAL STATION DISK
 CK1816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1816_SP_SET: COPPER-CLAD STEEL ROD
 CK1816_STAMPING: G.I. NO. 4 1975
 CK1816_MARK LOGO: NOS   
 CK1816_PROJECTION: FLUSH
 CK1816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1816+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 CK1816_ROD/PIPE-DEPTH: 12.2 meters
 CK1816
 CK1816  HISTORY     - Date     Condition        Report By
 CK1816  HISTORY     - 1975     MONUMENTED       NOS
 CK1816  HISTORY     - 1979     GOOD             NGS
 CK1816  HISTORY     - 19950929 GOOD             USPSQD
 CK1816  HISTORY     - 20041018 GOOD             SCGS
 CK1816
 CK1816                          STATION DESCRIPTION
 CK1816
 CK1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1816'6.1 MI SW FROM EDISTO ISLAND.
 CK1816'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1816'EDISTO ISLAND, THENCE 1.2 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD,
 CK1816'THENCE 0.6 MILE NORTHWEST ALONG PORTIA STREET AND A PRIVATE DRIVE,
 CK1816'150.0 FT. SOUTH OF BENCH MARK TIDAL 3, 82.9 FT. SOUTH-SOUTHWEST
 CK1816'OF THE SOUTH CORNER OF A MOBILE HOME, 13.5 FT. SOUTH-SOUTHWEST OF THE
 CK1816'CENTERLINE OF THE DRIVE.
 CK1816'THE MARK IS 3 FT  WNW FROM A WITNESS POST.
 CK1816
 CK1816                          STATION RECOVERY (1995)
 CK1816
 CK1816'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1816'RECOVERED IN GOOD CONDITION.
 CK1816
 CK1816                          STATION RECOVERY (2004)
 CK1816
 CK1816'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1816'STATION IS LOCATED 1.9 MILES NORTHEAST OF EDISTO BEACH, 34.4 MILES
 CK1816'SOUTHEAST OF  WALTERBORO. OWNERSHIP--JOSEPH BRESNAHAN, 8 ISLAND COVE,
 CK1816'EDISTO BEACH, SC 29438. TO REACH THE STATION FROM THE JUNCTION OF
 CK1816'STATE HIGHWAYS 164, 174 AND STATE ROAD 55  (WILLTOWN ROAD), 0.85 MILE
 CK1816'SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR  15.2 MILES
 CK1816'TO THE JUNCTION OF STATE ROADS 2247 (REDHOUSE ROAD) RIGHT AND 2063
 CK1816'(LEGARE  ROAD) LEFT, CONTINUE ON HIGHWAY 174 FOR 2.6 MILES TO THE
 CK1816'JUNCTION OF STATE ROAD 683  (JUNGLE ROAD), TURN RIGHT ON ROAD 683 FOR
 CK1816'1.2 MILES TO THE JUNCTION OF STATE ROAD 666  (PORTIA ROAD), TURN RIGHT
 CK1816'ON ROAD 666 FOR 0.05 MILE TO THE END OF PAVEMENT AT THE PRIVATE  ROAD
 CK1816'TO ISLAND COVE, CONTINUE ON THE PRIVATE GRAVEL ROAD FOR 0.4 MILE TO
 CK1816'THE STATION ON  THE LEFT NEAR THE EAST CORNER OF A WOOD HOUSE NUMBER 8
 CK1816'ISLAND COVE CIRCLE. STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD
 CK1816'FLUSH WITH THE GROUND AND 0.5 FOOT  ABOVE THE ROAD, 51.0 FEET
 CK1816'SOUTHWEST OF THE CENTER OF THE ROAD (LEFT FORK), 10.5 FEET  SOUTH
 CK1816'SOUTHEAST OF THE EAST CORNER OF THE WOOD HOUSE NUMBER 8, 41.5 FEET
 CK1816'WEST  SOUTHWEST OF THE WEST CORNER OF A TRANSFORMER 340288/1/50/857DL,
 CK1816'1.0 FOOT WEST  SOUTHWEST OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1815 ***********************************************************************
 CK1815  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1815  DESIGNATION -  866 7623 TIDAL GI 5
 CK1815  PID         -  CK1815
 CK1815  STATE/COUNTY-  SC/COLLETON
 CK1815  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1815
 CK1815                         *CURRENT SURVEY CONTROL
 CK1815  ___________________________________________________________________
 CK1815* NAD 83(1986)-  32 30 05.     (N)    080 18 54.     (W)     SCALED    
 CK1815* NAVD 88     -         2.585  (meters)       8.48   (feet)  ADJUSTED  
 CK1815  ___________________________________________________________________
 CK1815  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CK1815  DYNAMIC HT  -           2.582 (meters)       8.47  (feet)  COMP
 CK1815  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CK1815
 CK1815  VERT ORDER  -  FIRST     CLASS II
 CK1815
 CK1815.The horizontal coordinates were scaled from a topographic map and have
 CK1815.an estimated accuracy of +/- 6 seconds.
 CK1815
 CK1815.The orthometric height was determined by differential leveling
 CK1815.and adjusted by the National Geodetic Survey in June 1991..
 CK1815
 CK1815.This Tidal Bench Mark is designated as VM 12066
 CK1815.by the Center for Operational Oceanographic Products and Services.
 CK1815
 CK1815.The geoid height was determined by GEOID03.
 CK1815
 CK1815.The dynamic height is computed by dividing the NAVD 88
 CK1815.geopotential number by the normal gravity value computed on the
 CK1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1815.degrees latitude (g = 980.6199 gals.).
 CK1815
 CK1815.The modeled gravity was interpolated from observed gravity values.
 CK1815
 CK1815;                    North         East    Units  Estimated Accuracy
 CK1815;SPC SC       -    74,300.      673,970.      MT  (+/- 180 meters Scaled)
 CK1815
 CK1815                          SUPERSEDED SURVEY CONTROL
 CK1815
 CK1815  NGVD 29 (03/21/89)    2.877  (m)            9.44   (f) ADJUSTED    1 2
 CK1815
 CK1815.Superseded values are not recommended for survey control.
 CK1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1815.See file dsdata.txt to determine how the superseded data were derived.
 CK1815
 CK1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR643962(NAD 83)
 CK1815_MARKER: DJ = TIDAL STATION DISK
 CK1815_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1815_SP_SET: COPPER-CLAD STEEL ROD
 CK1815_STAMPING: G.I. NO. 5 1975
 CK1815_MARK LOGO: NOS   
 CK1815_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1815+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 CK1815_ROD/PIPE-DEPTH: 12.2 meters
 CK1815
 CK1815  HISTORY     - Date     Condition        Report By
 CK1815  HISTORY     - 1975     MONUMENTED       NOS
 CK1815  HISTORY     - 1979     GOOD             NGS
 CK1815  HISTORY     - 19950929 GOOD             USPSQD
 CK1815  HISTORY     - 20041018 GOOD             SCGS
 CK1815
 CK1815                          STATION DESCRIPTION
 CK1815
 CK1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1815'6.1 MI SW FROM EDISTO ISLAND.
 CK1815'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1815'EDISTO ISLAND, THENCE 1.2 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD,
 CK1815'THENCE 0.6 MILE NORTHWEST ALONG PORTIA STREET AND A PRIVATE DRIVE,
 CK1815'146.0 FT. SOUTHEAST OF BENCH MARK TIDAL 5, 45.0 FT. EAST OF THE
 CK1815'CENTERLINE OF THE DRIVE.
 CK1815'THE MARK IS 2 FT  SSW FROM A WITNESS POST.
 CK1815
 CK1815                          STATION RECOVERY (1995)
 CK1815
 CK1815'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1815'RECOVERED IN GOOD CONDITION.
 CK1815
 CK1815                          STATION RECOVERY (2004)
 CK1815
 CK1815'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1815'STATION IS LOCATED 1.9 MILES NORTHEAST OF EDISTO BEACH, 34.4 MILES
 CK1815'SOUTHEAST OF  WALTERBORO. OWNERSHIP--MICHAEL YELTON, 1 ISLAND COVE,
 CK1815'EDISTO BEACH, SC 29438,  PHONE 843-869-3944. TO REACH THE STATION FROM
 CK1815'THE JUNCTION OF STATE HIGHWAYS 164, 174 AND STATE ROAD 55  (WILLTOWN
 CK1815'ROAD), 0.85 MILE SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174
 CK1815'FOR  15.2 MILES TO THE JUNCTION OF STATE ROADS 2247 (REDHOUSE ROAD)
 CK1815'RIGHT AND 2063 (LEGARE  ROAD) LEFT, CONTINUE ON HIGHWAY 174 FOR 2.6
 CK1815'MILES TO THE JUNCTION OF STATE ROAD 683  (JUNGLE ROAD), TURN RIGHT ON
 CK1815'ROAD 683 FOR 1.2 MILES TO THE JUNCTION OF STATE ROAD 666  (PORTIA
 CK1815'ROAD), TURN RIGHT ON ROAD 666 FOR 0.05 MILE TO THE END OF PAVEMENT AT
 CK1815'THE PRIVATE  ROAD TO ISLAND COVE, CONTINUE ON THE PRIVATE GRAVEL ROAD
 CK1815'FOR 0.4 MILE TO THE STATION ON  THE RIGHT NEAR THE WEST CORNER OF A
 CK1815'WOOD HOUSE NUMBER 1 ISLAND COVE CIRCLE. STATION IS A DISK ATTACHED TO
 CK1815'A COPPER-CLAD ROD PROJECTING 0.3 FOOT AND 0.5 FOOT  ABOVE THE ROAD,
 CK1815'43.0 FEET EAST SOUTHEAST OF THE CENTER OF THE ROAD, 15.0 FEET  SOUTH
 CK1815'SOUTHEAST OF THE WEST CORNER OF THE GARAGE OF THE HOUSE NUMBER 1  (THE
 CK1815'CLARKS), 37.6 FEET EAST NORTHEAST OF A POWER POLE NUMBER 303110 WITH
 CK1815'TWO  GUY WIRES. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2385 ***********************************************************************
 CK2385  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2385  DESIGNATION -  866 7624 A TIDAL
 CK2385  PID         -  CK2385
 CK2385  STATE/COUNTY-  SC/BEAUFORT
 CK2385  USGS QUAD   -  BEAUFORT (1998)
 CK2385
 CK2385                         *CURRENT SURVEY CONTROL
 CK2385  ___________________________________________________________________
 CK2385* NAD 83(1986)-  32 29 37.     (N)    080 41 08.     (W)     SCALED    
 CK2385* NAVD 88     -         1.948  (meters)       6.39   (feet)  ADJUSTED  
 CK2385  ___________________________________________________________________
 CK2385  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2385  DYNAMIC HT  -           1.946 (meters)       6.38  (feet)  COMP
 CK2385  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 CK2385
 CK2385  VERT ORDER  -  FIRST     CLASS II
 CK2385
 CK2385.The horizontal coordinates were scaled from a topographic map and have
 CK2385.an estimated accuracy of +/- 6 seconds.
 CK2385
 CK2385.The orthometric height was determined by differential leveling
 CK2385.and adjusted by the National Geodetic Survey in June 1991..
 CK2385
 CK2385.This Tidal Bench Mark is designated as VM 4366
 CK2385.by the Center for Operational Oceanographic Products and Services.
 CK2385
 CK2385.The geoid height was determined by GEOID03.
 CK2385
 CK2385.The dynamic height is computed by dividing the NAVD 88
 CK2385.geopotential number by the normal gravity value computed on the
 CK2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2385.degrees latitude (g = 980.6199 gals.).
 CK2385
 CK2385.The modeled gravity was interpolated from observed gravity values.
 CK2385
 CK2385;                    North         East    Units  Estimated Accuracy
 CK2385;SPC SC       -    73,270.      639,150.      MT  (+/- 180 meters Scaled)
 CK2385
 CK2385                          SUPERSEDED SURVEY CONTROL
 CK2385
 CK2385  NGVD 29 (03/21/89)    2.230  (m)            7.32   (f) ADJUSTED    1 2
 CK2385
 CK2385.Superseded values are not recommended for survey control.
 CK2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2385.See file dsdata.txt to determine how the superseded data were derived.
 CK2385
 CK2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR295951(NAD 83)
 CK2385_MARKER: DJ = TIDAL STATION DISK
 CK2385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2385_SP_SET: STAINLESS STEEL ROD
 CK2385_STAMPING: 7624 A 1979
 CK2385_MARK LOGO: NOS   
 CK2385_PROJECTION: FLUSH
 CK2385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2385_ROD/PIPE-DEPTH: 11.0 meters
 CK2385
 CK2385  HISTORY     - Date     Condition        Report By
 CK2385  HISTORY     - 1979     MONUMENTED       NOS
 CK2385  HISTORY     - 1982     GOOD             SCGS
 CK2385  HISTORY     - 1990     GOOD             USPSQD
 CK2385
 CK2385                          STATION DESCRIPTION
 CK2385
 CK2385'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2385'13.5 KM (8.4 MI) NE FROM BEAUFORT.
 CK2385'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2385'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 8.6
 CK2385'KILOMETERS (5.35 MILES) NORTHWEST ALONG COUNTY ROAD S-7-72, THENCE 0.8
 CK2385'KILOMETER (0.5 MILE) WEST ALONG A SAND ROAD TO A T-INTERSECTION,
 CK2385'THENCE RIGHT FOR 0.2 KILOMETER (0.15 MILE) ALONG SAND ROAD TO A SAND
 CK2385'DRIVE LEADING WEST, THENCE TURN LEFT FOR 0.2 KILOMETER (0.1 MILE)
 CK2385'ALONG SAND DRIVE, SET NEAR A POWER POLE ON THE NORTH SIDE OF THE
 CK2385'GARAGE, 29.0 METERS (95.0 FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST
 CK2385'CORNER OF THE ONE STORY HOUSE, 10.2 METERS (33.3 FEET) NORTH-NORTHEAST
 CK2385'OF THE NORTHWEST CORNER OF THE GARAGE, 9.4 METERS (31.0 FEET) WEST OF
 CK2385'THE EDGE OF THE WOODS, 0.6 METER (2.0 FEET) SOUTH OF POWER POLE NUMBER
 CK2385'144765.
 CK2385'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2385
 CK2385                          STATION RECOVERY (1990)
 CK2385
 CK2385'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2384 ***********************************************************************
 CK2384  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2384  DESIGNATION -  866 7624 B TIDAL
 CK2384  PID         -  CK2384
 CK2384  STATE/COUNTY-  SC/BEAUFORT
 CK2384  USGS QUAD   -  BEAUFORT (1998)
 CK2384
 CK2384                         *CURRENT SURVEY CONTROL
 CK2384  ___________________________________________________________________
 CK2384* NAD 83(1986)-  32 29 37.     (N)    080 41 08.     (W)     SCALED    
 CK2384* NAVD 88     -         1.744  (meters)       5.72   (feet)  ADJUSTED  
 CK2384  ___________________________________________________________________
 CK2384  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2384  DYNAMIC HT  -           1.742 (meters)       5.72  (feet)  COMP
 CK2384  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 CK2384
 CK2384  VERT ORDER  -  FIRST     CLASS II
 CK2384
 CK2384.The horizontal coordinates were scaled from a topographic map and have
 CK2384.an estimated accuracy of +/- 6 seconds.
 CK2384
 CK2384.The orthometric height was determined by differential leveling
 CK2384.and adjusted by the National Geodetic Survey in June 1991..
 CK2384
 CK2384.This Tidal Bench Mark is designated as VM 4367
 CK2384.by the Center for Operational Oceanographic Products and Services.
 CK2384
 CK2384.The geoid height was determined by GEOID03.
 CK2384
 CK2384.The dynamic height is computed by dividing the NAVD 88
 CK2384.geopotential number by the normal gravity value computed on the
 CK2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2384.degrees latitude (g = 980.6199 gals.).
 CK2384
 CK2384.The modeled gravity was interpolated from observed gravity values.
 CK2384
 CK2384;                    North         East    Units  Estimated Accuracy
 CK2384;SPC SC       -    73,270.      639,150.      MT  (+/- 180 meters Scaled)
 CK2384
 CK2384                          SUPERSEDED SURVEY CONTROL
 CK2384
 CK2384  NGVD 29 (03/21/89)    2.026  (m)            6.65   (f) ADJUSTED    1 2
 CK2384
 CK2384.Superseded values are not recommended for survey control.
 CK2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2384.See file dsdata.txt to determine how the superseded data were derived.
 CK2384
 CK2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR295951(NAD 83)
 CK2384_MARKER: DJ = TIDAL STATION DISK
 CK2384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2384_SP_SET: STAINLESS STEEL ROD
 CK2384_STAMPING: 7624 B 1979
 CK2384_MARK LOGO: NOS   
 CK2384_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2384_ROD/PIPE-DEPTH: 12.8 meters
 CK2384
 CK2384  HISTORY     - Date     Condition        Report By
 CK2384  HISTORY     - 1979     MONUMENTED       NOS
 CK2384  HISTORY     - 1982     GOOD             SCGS
 CK2384  HISTORY     - 1990     GOOD             USPSQD
 CK2384
 CK2384                          STATION DESCRIPTION
 CK2384
 CK2384'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2384'13.5 KM (8.4 MI) NE FROM BEAUFORT.
 CK2384'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2384'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 8.6
 CK2384'KILOMETERS (5.35 MILES) NORTHWEST ALONG COUNTY ROAD S-7-72, THENCE 0.8
 CK2384'KILOMETER (0.5 MILE) WEST ALONG A SAND ROAD TO A T-INTERSECTION,
 CK2384'THENCE TURN RIGHT FOR 0.2 KILOMETER (0.15 MILE) ALONG SAND ROAD TO A
 CK2384'SAND DRIVE LEADING WEST, THENCE TURN LEFT FOR 0.2 KILOMETER (0.1 MILE)
 CK2384'ALONG SAND DRIVE, SET ON THE EAST SIDE OF THE DRIVE LEADING TO THE ONE
 CK2384'STORY HOUSE, ACROSS FROM A 36-INCH OAK TREE, 9.4 METERS (31.0 FEET)
 CK2384'EAST-SOUTHEAST OF THE 36-INCH OAK TREE, 5.5 METERS (18.0 FEET)
 CK2384'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE DRIVE, 27.7 METERS
 CK2384'(91.0 FEET) SOUTH OF A WATER VALVE AND METER.
 CK2384'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2384
 CK2384                          STATION RECOVERY (1990)
 CK2384
 CK2384'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2382 ***********************************************************************
 CK2382  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2382  DESIGNATION -  866 7624 D TIDAL
 CK2382  PID         -  CK2382
 CK2382  STATE/COUNTY-  SC/BEAUFORT
 CK2382  USGS QUAD   -  BEAUFORT (1998)
 CK2382
 CK2382                         *CURRENT SURVEY CONTROL
 CK2382  ___________________________________________________________________
 CK2382* NAD 83(1986)-  32 29 31.     (N)    080 41 05.     (W)     SCALED    
 CK2382* NAVD 88     -         2.312  (meters)       7.59   (feet)  ADJUSTED  
 CK2382  ___________________________________________________________________
 CK2382  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2382  DYNAMIC HT  -           2.309 (meters)       7.58  (feet)  COMP
 CK2382  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 CK2382
 CK2382  VERT ORDER  -  FIRST     CLASS II
 CK2382
 CK2382.The horizontal coordinates were scaled from a topographic map and have
 CK2382.an estimated accuracy of +/- 6 seconds.
 CK2382
 CK2382.The orthometric height was determined by differential leveling
 CK2382.and adjusted by the National Geodetic Survey in June 1991..
 CK2382
 CK2382.This Tidal Bench Mark is designated as VM 4368
 CK2382.by the Center for Operational Oceanographic Products and Services.
 CK2382
 CK2382.The geoid height was determined by GEOID03.
 CK2382
 CK2382.The dynamic height is computed by dividing the NAVD 88
 CK2382.geopotential number by the normal gravity value computed on the
 CK2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2382.degrees latitude (g = 980.6199 gals.).
 CK2382
 CK2382.The modeled gravity was interpolated from observed gravity values.
 CK2382
 CK2382;                    North         East    Units  Estimated Accuracy
 CK2382;SPC SC       -    73,090.      639,230.      MT  (+/- 180 meters Scaled)
 CK2382
 CK2382                          SUPERSEDED SURVEY CONTROL
 CK2382
 CK2382  NGVD 29 (03/21/89)    2.594  (m)            8.51   (f) ADJUSTED    1 2
 CK2382
 CK2382.Superseded values are not recommended for survey control.
 CK2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2382.See file dsdata.txt to determine how the superseded data were derived.
 CK2382
 CK2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR296950(NAD 83)
 CK2382_MARKER: DJ = TIDAL STATION DISK
 CK2382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2382_SP_SET: STAINLESS STEEL ROD
 CK2382_STAMPING: 7624 D 1979
 CK2382_MARK LOGO: NOS   
 CK2382_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2382_ROD/PIPE-DEPTH: 8.20 meters
 CK2382
 CK2382  HISTORY     - Date     Condition        Report By
 CK2382  HISTORY     - 1979     MONUMENTED       NOS
 CK2382  HISTORY     - 1982     GOOD             SCGS
 CK2382  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2382
 CK2382                          STATION DESCRIPTION
 CK2382
 CK2382'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2382'13.5 KM (8.4 MI) NE FROM BEAUFORT.
 CK2382'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2382'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 8.6
 CK2382'KILOMETERS (5.35 MILES) NORTHWEST ALONG COUNTY ROAD S-7-72, THENCE 0.8
 CK2382'KILOMETER (0.5 MILE) WEST ALONG A SAND ROAD TO A T-INTERSECTION,
 CK2382'THENCE TURN RIGHT FOR 0.2 KILOMETER (0.15 MILE) ALONG A SAND ROAD TO A
 CK2382'SAND DRIVE LEADING WEST, THENCE TURN LEFT FOR 0.2 KILOMETER (0.1 MILE)
 CK2382'ALONG SAND DRIVE, SET NEAR A POWER POLE ON THE SOUTHEAST SIDE OF A TWO
 CK2382'STORY WOODEN HOUSE JUST BEFORE GETTING TO 866 7624 C TIDAL,
 CK2382'32.0 METERS (105.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF
 CK2382'THE SAND ROAD, 21.9 METERS (72.0 FEET) SOUTH-SOUTHEAST OF THE
 CK2382'SOUTHEAST CORNER OF THE TWO STORY WOOD HOUSE, 5.5 METERS (18.0 FEET)
 CK2382'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND DRIVE, 0.9 METER
 CK2382'(3.0 FEET) SOUTHEAST OF POWER POLE NUMBER 237770.
 CK2382'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2382
 CK2382                          STATION RECOVERY (1990)
 CK2382
 CK2382'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2383 ***********************************************************************
 CK2383  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2383  DESIGNATION -  866 7624 E TIDAL
 CK2383  PID         -  CK2383
 CK2383  STATE/COUNTY-  SC/BEAUFORT
 CK2383  USGS QUAD   -  BEAUFORT (1998)
 CK2383
 CK2383                         *CURRENT SURVEY CONTROL
 CK2383  ___________________________________________________________________
 CK2383* NAD 83(1986)-  32 29 34.     (N)    080 41 09.     (W)     SCALED    
 CK2383* NAVD 88     -         1.634  (meters)       5.36   (feet)  ADJUSTED  
 CK2383  ___________________________________________________________________
 CK2383  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2383  DYNAMIC HT  -           1.632 (meters)       5.35  (feet)  COMP
 CK2383  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 CK2383
 CK2383  VERT ORDER  -  FIRST     CLASS II
 CK2383
 CK2383.The horizontal coordinates were scaled from a topographic map and have
 CK2383.an estimated accuracy of +/- 6 seconds.
 CK2383
 CK2383.The orthometric height was determined by differential leveling
 CK2383.and adjusted by the National Geodetic Survey in June 1991..
 CK2383
 CK2383.This Tidal Bench Mark is designated as VM 4369
 CK2383.by the Center for Operational Oceanographic Products and Services.
 CK2383
 CK2383.The geoid height was determined by GEOID03.
 CK2383
 CK2383.The dynamic height is computed by dividing the NAVD 88
 CK2383.geopotential number by the normal gravity value computed on the
 CK2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2383.degrees latitude (g = 980.6199 gals.).
 CK2383
 CK2383.The modeled gravity was interpolated from observed gravity values.
 CK2383
 CK2383;                    North         East    Units  Estimated Accuracy
 CK2383;SPC SC       -    73,180.      639,130.      MT  (+/- 180 meters Scaled)
 CK2383
 CK2383                          SUPERSEDED SURVEY CONTROL
 CK2383
 CK2383  NGVD 29 (03/21/89)    1.916  (m)            6.29   (f) ADJUSTED    1 2
 CK2383
 CK2383.Superseded values are not recommended for survey control.
 CK2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2383.See file dsdata.txt to determine how the superseded data were derived.
 CK2383
 CK2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR295951(NAD 83)
 CK2383_MARKER: DJ = TIDAL STATION DISK
 CK2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2383_SP_SET: CONCRETE POST
 CK2383_STAMPING: 7624 E 1982
 CK2383_MARK LOGO: NOS   
 CK2383_PROJECTION: FLUSH
 CK2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2383+STABILITY: SURFACE MOTION
 CK2383
 CK2383  HISTORY     - Date     Condition        Report By
 CK2383  HISTORY     - 1982     MONUMENTED       NOS
 CK2383  HISTORY     - 1983     GOOD             SCGS
 CK2383  HISTORY     - 1990     GOOD             USPSQD
 CK2383
 CK2383                          STATION DESCRIPTION
 CK2383
 CK2383'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2383'13.6 KM (8.45 MI) NE FROM BEAUFORT.
 CK2383'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2383'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 8.7
 CK2383'KILOMETERS (5.4 MILES) NORTHWEST ALONG COUNTY ROAD S-7-72, THENCE 0.8
 CK2383'KILOMETER (0.5 MILE) WEST ALONG A SAND ROAD TO A T-INTERSECTION,
 CK2383'THENCE TURN RIGHT FOR 0.2 (0.15 MILE) ALONG A SAND ROAD TO A SAND
 CK2383'DRIVE LEADING WEST, THENCE TURN LEFT FOR 0.2 KILOMETER (0.1 MILE)
 CK2383'ALONG THE SAND DRIVE SET IN THE NORTHEAST ANGLE OF THE T-INTERSECTION
 CK2383'OF A SAND DRIVE 11.9 METERS (39.0 FEET) EAST OF THE APPROXIMATE CENTER
 CK2383'OF A SAND DRIVE LEADING NORTH TO A ONE STORY HOUSE, 10.1 METERS (33.0
 CK2383'FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE MAIN DRIVE,
 CK2383'2.1 METERS (7.0 FEET) WEST-NORTHWEST OF POWER POLE NUMBER 144764.
 CK2383'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2383
 CK2383                          STATION RECOVERY (1990)
 CK2383
 CK2383'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1810 ***********************************************************************
 CK1810  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1810  DESIGNATION -  866 7630 H TIDAL
 CK1810  PID         -  CK1810
 CK1810  STATE/COUNTY-  SC/COLLETON
 CK1810  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1810
 CK1810                         *CURRENT SURVEY CONTROL
 CK1810  ___________________________________________________________________
 CK1810* NAD 83(1986)-  32 30 13.     (N)    080 17 48.     (W)     SCALED    
 CK1810* NAVD 88     -         2.503  (meters)       8.21   (feet)  ADJUSTED  
 CK1810  ___________________________________________________________________
 CK1810  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 CK1810  DYNAMIC HT  -           2.500 (meters)       8.20  (feet)  COMP
 CK1810  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 CK1810
 CK1810  VERT ORDER  -  FIRST     CLASS II
 CK1810
 CK1810.The horizontal coordinates were scaled from a topographic map and have
 CK1810.an estimated accuracy of +/- 6 seconds.
 CK1810
 CK1810.The orthometric height was determined by differential leveling
 CK1810.and adjusted by the National Geodetic Survey in June 1991..
 CK1810
 CK1810.This Tidal Bench Mark is designated as VM 6971
 CK1810.by the Center for Operational Oceanographic Products and Services.
 CK1810
 CK1810.The geoid height was determined by GEOID03.
 CK1810
 CK1810.The dynamic height is computed by dividing the NAVD 88
 CK1810.geopotential number by the normal gravity value computed on the
 CK1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1810.degrees latitude (g = 980.6199 gals.).
 CK1810
 CK1810.The modeled gravity was interpolated from observed gravity values.
 CK1810
 CK1810;                    North         East    Units  Estimated Accuracy
 CK1810;SPC SC       -    74,560.      675,690.      MT  (+/- 180 meters Scaled)
 CK1810
 CK1810                          SUPERSEDED SURVEY CONTROL
 CK1810
 CK1810  NGVD 29 (03/21/89)    2.794  (m)            9.17   (f) ADJUSTED    1 2
 CK1810
 CK1810.Superseded values are not recommended for survey control.
 CK1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1810.See file dsdata.txt to determine how the superseded data were derived.
 CK1810
 CK1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR660964(NAD 83)
 CK1810_MARKER: DJ = TIDAL STATION DISK
 CK1810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1810_SP_SET: COPPER-CLAD STEEL ROD
 CK1810_STAMPING: 7630 H 1976
 CK1810_PROJECTION: FLUSH
 CK1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1810_ROD/PIPE-DEPTH: 12.2 meters
 CK1810
 CK1810  HISTORY     - Date     Condition        Report By
 CK1810  HISTORY     - 1976     MONUMENTED       NOS
 CK1810  HISTORY     - 1979     GOOD             NGS
 CK1810  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 CK1810  HISTORY     - 20041019 MARK NOT FOUND   SCGS
 CK1810
 CK1810                          STATION DESCRIPTION
 CK1810
 CK1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1810'4.4 MI SOUTH FROM EDISTO ISLAND.
 CK1810'4.4 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1810'EDISTO ISLAND, 158.0 FT. EAST-NORTHEAST OF AND ACROSS THE HIGHWAY
 CK1810'FROM BENCH MARK 7630 K, 85.9 FT. SOUTH OF BENCH MARK F 137, 57.0 FT.
 CK1810'EAST OF THE CENTERLINE OF THE HIGHWAY, 48.6 FT. SOUTH-SOUTHEAST OF
 CK1810'POWER POLE 213623, 9.2 FT. EAST OF A ONE STRAND CABLE FENCE.
 CK1810'THE MARK IS 1 FT ABOVE HIGHWAY.
 CK1810
 CK1810                          STATION RECOVERY (1995)
 CK1810
 CK1810'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1810'MARK NOT FOUND.
 CK1810
 CK1810                          STATION RECOVERY (2004)
 CK1810
 CK1810'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1810'NOT RECOVERED, A 30 MINUTE SEARCH WAS CONDUCTED WITH NO RESULTS, AREA
 CK1810'PROBED AND  CLEARED,  PRESUMED DESTROYED.  RECOVERY BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1812 ***********************************************************************
 CK1812  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1812  DESIGNATION -  866 7630 J TIDAL
 CK1812  PID         -  CK1812
 CK1812  STATE/COUNTY-  SC/COLLETON
 CK1812  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1812
 CK1812                         *CURRENT SURVEY CONTROL
 CK1812  ___________________________________________________________________
 CK1812* NAD 83(1986)-  32 30 11.     (N)    080 17 49.     (W)     SCALED    
 CK1812* NAVD 88     -         2.432  (meters)       7.98   (feet)  ADJUSTED  
 CK1812  ___________________________________________________________________
 CK1812  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CK1812  DYNAMIC HT  -           2.429 (meters)       7.97  (feet)  COMP
 CK1812  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 CK1812
 CK1812  VERT ORDER  -  FIRST     CLASS II
 CK1812
 CK1812.The horizontal coordinates were scaled from a topographic map and have
 CK1812.an estimated accuracy of +/- 6 seconds.
 CK1812
 CK1812.The orthometric height was determined by differential leveling
 CK1812.and adjusted by the National Geodetic Survey in June 1991..
 CK1812
 CK1812.This Tidal Bench Mark is designated as VM 16976
 CK1812.by the Center for Operational Oceanographic Products and Services.
 CK1812
 CK1812.The geoid height was determined by GEOID03.
 CK1812
 CK1812.The dynamic height is computed by dividing the NAVD 88
 CK1812.geopotential number by the normal gravity value computed on the
 CK1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1812.degrees latitude (g = 980.6199 gals.).
 CK1812
 CK1812.The modeled gravity was interpolated from observed gravity values.
 CK1812
 CK1812;                    North         East    Units  Estimated Accuracy
 CK1812;SPC SC       -    74,500.      675,670.      MT  (+/- 180 meters Scaled)
 CK1812
 CK1812                          SUPERSEDED SURVEY CONTROL
 CK1812
 CK1812  NGVD 29 (03/21/89)    2.723  (m)            8.93   (f) ADJUSTED    1 2
 CK1812
 CK1812.Superseded values are not recommended for survey control.
 CK1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1812.See file dsdata.txt to determine how the superseded data were derived.
 CK1812
 CK1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR660964(NAD 83)
 CK1812_MARKER: DJ = TIDAL STATION DISK
 CK1812_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1812_SP_SET: COPPER-CLAD STEEL ROD
 CK1812_STAMPING: 7630 J 1976
 CK1812_PROJECTION: FLUSH
 CK1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1812_ROD/PIPE-DEPTH: 12.2 meters
 CK1812
 CK1812  HISTORY     - Date     Condition        Report By
 CK1812  HISTORY     - 1976     MONUMENTED       NOS
 CK1812  HISTORY     - 1979     GOOD             NGS
 CK1812  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 CK1812  HISTORY     - 20041018 MARK NOT FOUND   SCGS
 CK1812
 CK1812                          STATION DESCRIPTION
 CK1812
 CK1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1812'4.4 MI SOUTH FROM EDISTO ISLAND.
 CK1812'4.4 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT EDISTO
 CK1812'ISLAND TO THE OLD PAVILLION ON EDISTO BEACH, 53.3 FT. NORTHWEST OF THE
 CK1812'CENTERLINE OF PALMETTO DRIVE, 15.0 FT. WEST OF A 12-INCH PALMETTO
 CK1812'TREE, 14.5 FT. NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE BLOCK
 CK1812'RETAINING WALL, 5.4 FT. SOUTHEAST OF THE SOUTH CORNER OF A LARGE ONE
 CK1812'STORY WOOD FRAME BUILDING - OLD PAVILLION.
 CK1812'THE MARK IS 2 FT ABOVE PALMETTO DRIVE.
 CK1812
 CK1812                          STATION RECOVERY (1995)
 CK1812
 CK1812'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1812'MARK NOT FOUND.
 CK1812
 CK1812                          STATION RECOVERY (2004)
 CK1812
 CK1812'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1812'NOT RECOVERED, MEASUREMENTS LED TO AN AREA COVERED BY A CONCRETE
 CK1812'PARKING LOT. RECOVERY BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1811 ***********************************************************************
 CK1811  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1811  DESIGNATION -  866 7630 K TIDAL
 CK1811  PID         -  CK1811
 CK1811  STATE/COUNTY-  SC/COLLETON
 CK1811  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1811
 CK1811                         *CURRENT SURVEY CONTROL
 CK1811  ___________________________________________________________________
 CK1811* NAD 83(1986)-  32 30 11.     (N)    080 17 48.     (W)     SCALED    
 CK1811* NAVD 88     -         2.474  (meters)       8.12   (feet)  ADJUSTED  
 CK1811  ___________________________________________________________________
 CK1811  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CK1811  DYNAMIC HT  -           2.472 (meters)       8.11  (feet)  COMP
 CK1811  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 CK1811
 CK1811  VERT ORDER  -  FIRST     CLASS II
 CK1811
 CK1811.The horizontal coordinates were scaled from a topographic map and have
 CK1811.an estimated accuracy of +/- 6 seconds.
 CK1811
 CK1811.The orthometric height was determined by differential leveling
 CK1811.and adjusted by the National Geodetic Survey in June 1991..
 CK1811
 CK1811.This Tidal Bench Mark is designated as VM 16975
 CK1811.by the Center for Operational Oceanographic Products and Services.
 CK1811
 CK1811.The geoid height was determined by GEOID03.
 CK1811
 CK1811.The dynamic height is computed by dividing the NAVD 88
 CK1811.geopotential number by the normal gravity value computed on the
 CK1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1811.degrees latitude (g = 980.6199 gals.).
 CK1811
 CK1811.The modeled gravity was interpolated from observed gravity values.
 CK1811
 CK1811;                    North         East    Units  Estimated Accuracy
 CK1811;SPC SC       -    74,500.      675,690.      MT  (+/- 180 meters Scaled)
 CK1811
 CK1811                          SUPERSEDED SURVEY CONTROL
 CK1811
 CK1811  NGVD 29 (03/21/89)    2.766  (m)            9.07   (f) ADJUSTED    1 2
 CK1811
 CK1811.Superseded values are not recommended for survey control.
 CK1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1811.See file dsdata.txt to determine how the superseded data were derived.
 CK1811
 CK1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR660964(NAD 83)
 CK1811_MARKER: DJ = TIDAL STATION DISK
 CK1811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1811_SP_SET: COPPER-CLAD STEEL ROD
 CK1811_STAMPING: 7630 K 1976
 CK1811_PROJECTION: FLUSH
 CK1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1811_ROD/PIPE-DEPTH: 12.2 meters
 CK1811
 CK1811  HISTORY     - Date     Condition        Report By
 CK1811  HISTORY     - 1976     MONUMENTED       NOS
 CK1811  HISTORY     - 1979     GOOD             NGS
 CK1811  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 CK1811  HISTORY     - 20041018 MARK NOT FOUND   SCGS
 CK1811
 CK1811                          STATION DESCRIPTION
 CK1811
 CK1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1811'4.4 MI SOUTH FROM EDISTO ISLAND.
 CK1811'4.4 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT EDISTO
 CK1811'ISLAND TO THE OLD PAVILLION AT EDISTO BEACH, 49.3 FT. NORTHWEST OF THE
 CK1811'CENTERLINE OF PALMETTO DRIVE, 34.1 FT. EAST OF THE EAST CORNER OF A
 CK1811'LARGE ONE STORY WOOD FRAME BUILDING - OLD PAVILLION, 14.2 FT. NORTH OF
 CK1811'POWER POLE 112638 WITH TWO TRANSFORMERS AND ONE LIGHT, 8.3 FT. WEST OF
 CK1811'A 25-FT. HIGH 5-INCH STEEL POLE.
 CK1811'THE MARK IS 2 FT ABOVE PALMETTO DRIVE.
 CK1811
 CK1811                          STATION RECOVERY (1995)
 CK1811
 CK1811'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1811'MARK NOT FOUND.
 CK1811
 CK1811                          STATION RECOVERY (2004)
 CK1811
 CK1811'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1811'NOT RECOVERED, MEASUREMENTS LED TO AN AREA COVERED BY A CONCRETE
 CK1811'PARKING LOT. RECOVERY BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1804 ***********************************************************************
 CK1804  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1804  DESIGNATION -  866 7630 TIDAL 5
 CK1804  PID         -  CK1804
 CK1804  STATE/COUNTY-  SC/COLLETON
 CK1804  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1804
 CK1804                         *CURRENT SURVEY CONTROL
 CK1804  ___________________________________________________________________
 CK1804* NAD 83(1986)-  32 30 18.     (N)    080 17 40.     (W)     SCALED    
 CK1804* NAVD 88     -         3.469  (meters)      11.38   (feet)  ADJUSTED  
 CK1804  ___________________________________________________________________
 CK1804  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 CK1804  DYNAMIC HT  -           3.465 (meters)      11.37  (feet)  COMP
 CK1804  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 CK1804
 CK1804  VERT ORDER  -  FIRST     CLASS II
 CK1804
 CK1804.The horizontal coordinates were scaled from a topographic map and have
 CK1804.an estimated accuracy of +/- 6 seconds.
 CK1804
 CK1804.The orthometric height was determined by differential leveling
 CK1804.and adjusted by the National Geodetic Survey in June 1991..
 CK1804
 CK1804.This Tidal Bench Mark is designated as VM 6967
 CK1804.by the Center for Operational Oceanographic Products and Services.
 CK1804
 CK1804.The geoid height was determined by GEOID03.
 CK1804
 CK1804.The dynamic height is computed by dividing the NAVD 88
 CK1804.geopotential number by the normal gravity value computed on the
 CK1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1804.degrees latitude (g = 980.6199 gals.).
 CK1804
 CK1804.The modeled gravity was interpolated from observed gravity values.
 CK1804
 CK1804;                    North         East    Units  Estimated Accuracy
 CK1804;SPC SC       -    74,720.      675,900.      MT  (+/- 180 meters Scaled)
 CK1804
 CK1804                          SUPERSEDED SURVEY CONTROL
 CK1804
 CK1804  NGVD 29 (03/21/89)    3.760  (m)           12.34   (f) ADJUSTED    1 2
 CK1804
 CK1804.Superseded values are not recommended for survey control.
 CK1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1804.See file dsdata.txt to determine how the superseded data were derived.
 CK1804
 CK1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR662966(NAD 83)
 CK1804_MARKER: DB = BENCH MARK DISK
 CK1804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK1804_SP_SET: BRICK STEPS
 CK1804_STAMPING: NO 5 1966
 CK1804_MARK LOGO: CGS   
 CK1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1804+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 CK1804
 CK1804  HISTORY     - Date     Condition        Report By
 CK1804  HISTORY     - 1966     MONUMENTED       CGS
 CK1804  HISTORY     - 1979     GOOD             NGS
 CK1804  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 CK1804  HISTORY     - 20041019 GOOD             SCGS
 CK1804
 CK1804                          STATION DESCRIPTION
 CK1804
 CK1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1804'4.5 MI SOUTH FROM EDISTO ISLAND.
 CK1804'4.4 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1804'EDISTO ISLAND, THENCE 0.1 MILE EAST ALONG A SAND ROAD TO THE PAVILLION
 CK1804'IN THE STATE PARK, DISK IN TOP OF AND CENTER OF A BRICK FOUNDATION
 CK1804'AT THE SOUTHWEST END OF THE BRICK STEPS LEADING INTO THE NORTHWEST
 CK1804'ENTRANCE TO THE PAVILLION.
 CK1804'THE MARK IS 2 FT ABOVE GROUND.
 CK1804
 CK1804                          STATION RECOVERY (1995)
 CK1804
 CK1804'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1804'MARK NOT FOUND.
 CK1804
 CK1804                          STATION RECOVERY (2004)
 CK1804
 CK1804'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1804'STATION IS LOCATED 2.9 MILES NORTHEAST OF EDISTO BEACH, 35.1 MILES
 CK1804'SOUTHEAST OF  WALTERBORO. OWNERSHIP--EDISTO BEACH STATE PARK, JEFF
 CK1804'ATKINS PARK MANAGER, 8377 STATE  CABIN ROAD, EDISTO ISLAND, SC 29438,
 CK1804'PHONE 843-869-4430. TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK1804'HIGHWAYS 164, 174 AND STATE ROAD 55  (WILLTOWN ROAD), 0.85 MILE SOUTH
 CK1804'OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR  15.2 MILES TO THE
 CK1804'JUNCTION OF STATE ROADS 2247 (REDHOUSE ROAD) RIGHT AND 2063 (LEGARE
 CK1804'ROAD) LEFT, CONTINUE ON HIGHWAY 174 FOR 2.65 MILES TO THE ENTRANCE TO
 CK1804'THE EDISTO  BEACH STATE PARK, TURN LEFT ON THE ENTRANCE ROAD FOR 0.05
 CK1804'MILE TO A SAND ROAD FORK,  BEAR LEFT ON THE SAND ROAD FOR 0.1 MILE TO
 CK1804'THE RANGER CHECK STATION, TURN RIGHT ON A  SAND ROAD FOR 0.05 MILE TO
 CK1804'A SAND ROAD FORK, BEAR RIGHT ON THE SAND ROAD FOR 0.05 MILE TO  THE
 CK1804'STATION SET IN THE WEST CORNER OF THE BRICK FRONT PORCH OF THE GIFT
 CK1804'SHOP/PAVILION.  STATION IS A DISK SET IN A DRILL HOLE IN A BRICK
 CK1804'PORCH, 2.1 FEET EAST OF THE WEST  CORNER OF A FRONT BRICK PORCH OF THE
 CK1804'BUILDING, 1.5 FEET NORTH OF THE WEST  CORNER OF THE WEST PORCH SUPPORT
 CK1804'POST, 1.5 FEET SOUTH SOUTHWEST OF THE SOUTHWEST  BRICK EDGE OF A
 CK1804'WHEELCHAIR RAMP. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1801 ***********************************************************************
 CK1801  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1801  DESIGNATION -  866 7630 TIDAL 6
 CK1801  PID         -  CK1801
 CK1801  STATE/COUNTY-  SC/COLLETON
 CK1801  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1801
 CK1801                         *CURRENT SURVEY CONTROL
 CK1801  ___________________________________________________________________
 CK1801* NAD 83(1986)-  32 30 13.     (N)    080 17 47.     (W)     SCALED    
 CK1801* NAVD 88     -         1.953  (meters)       6.41   (feet)  ADJUSTED  
 CK1801  ___________________________________________________________________
 CK1801  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 CK1801  DYNAMIC HT  -           1.951 (meters)       6.40  (feet)  COMP
 CK1801  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 CK1801
 CK1801  VERT ORDER  -  FIRST     CLASS II
 CK1801
 CK1801.The horizontal coordinates were scaled from a topographic map and have
 CK1801.an estimated accuracy of +/- 6 seconds.
 CK1801
 CK1801.The orthometric height was determined by differential leveling
 CK1801.and adjusted by the National Geodetic Survey in January 2006..
 CK1801.No vertical observational check was made to the station.
 CK1801
 CK1801.This Tidal Bench Mark is designated as VM 6968
 CK1801.by the Center for Operational Oceanographic Products and Services.
 CK1801
 CK1801.The geoid height was determined by GEOID03.
 CK1801
 CK1801.The dynamic height is computed by dividing the NAVD 88
 CK1801.geopotential number by the normal gravity value computed on the
 CK1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1801.degrees latitude (g = 980.6199 gals.).
 CK1801
 CK1801.The modeled gravity was interpolated from observed gravity values.
 CK1801
 CK1801;                    North         East    Units  Estimated Accuracy
 CK1801;SPC SC       -    74,560.      675,720.      MT  (+/- 180 meters Scaled)
 CK1801
 CK1801                          SUPERSEDED SURVEY CONTROL
 CK1801
 CK1801  NAVD 88 (06/15/91)    1.965  (m)            6.45   (f) UNKNOWN     1 2
 CK1801  NGVD 29 (03/21/89)    2.256  (m)            7.40   (f) ADJUSTED    1 2
 CK1801
 CK1801.Superseded values are not recommended for survey control.
 CK1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1801.See file dsdata.txt to determine how the superseded data were derived.
 CK1801
 CK1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR660964(NAD 83)
 CK1801_MARKER: DB = BENCH MARK DISK
 CK1801_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK1801_SP_SET: STEP
 CK1801_STAMPING: NO 6 1966
 CK1801_MARK LOGO: CGS   
 CK1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1801+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 CK1801
 CK1801  HISTORY     - Date     Condition        Report By
 CK1801  HISTORY     - 1966     MONUMENTED       CGS
 CK1801  HISTORY     - 1979     GOOD             NGS
 CK1801  HISTORY     - 19950508 GOOD             USPSQD
 CK1801  HISTORY     - 20041019 GOOD             SCGS
 CK1801
 CK1801                          STATION DESCRIPTION
 CK1801
 CK1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1801'4.4 MI SOUTH FROM EDISTO BEACH.
 CK1801'4.4 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1801'EDISTO ISLAND, 84.2 FT. EAST-NORTHEASTOF THE CENTERLINE OF THE
 CK1801'HIGHWAY, 14.2 FT. SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE
 CK1801'STATE PARK LEADING EAST. DISK IN THE BOTTOM STEP OF THE SIDEWALK
 CK1801'ENTERING THE STATE PARK, CENTERED BETWEEN TWO PILLARS.
 CK1801
 CK1801                          STATION RECOVERY (1995)
 CK1801
 CK1801'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1801'RECOVERED IN GOOD CONDITION.
 CK1801
 CK1801                          STATION RECOVERY (2004)
 CK1801
 CK1801'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1801'STATION IS LOCATED 2.9 MILES NORTHEAST OF EDISTO BEACH, 35.1 MILES
 CK1801'SOUTHEAST OF  WALTERBORO. OWNERSHIP--EDISTO BEACH STATE PARK, JEFF
 CK1801'ATKINS PARK MANAGER, 8377 STATE  CABIN ROAD, EDISTO ISLAND, SC 29438,
 CK1801'PHONE 843-869-4430. TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK1801'HIGHWAYS 164, 174 AND STATE ROAD 55  (WILLTOWN ROAD), 0.85 MILE SOUTH
 CK1801'OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR  15.2 MILES TO THE
 CK1801'JUNCTION OF STATE ROADS 2247 (REDHOUSE ROAD) RIGHT AND 2063 (LEGARE
 CK1801'ROAD) LEFT, CONTINUE ON HIGHWAY 174 FOR 2.65 MILES TO THE STATION ON
 CK1801'THE LEFT NEAR  NEAR THE SOUTH ENTRANCE PILLAR AT THE ENTRANCE TO THE
 CK1801'EDISTO BEACH STATE PARK. STATION IS A DISK SET IN A DRILL HOLE IN A
 CK1801'CONCRETE STEP, 14.0 FEET SOUTH  SOUTHEAST OF THE CENTER OF THE
 CK1801'ENTRANCE ROAD, 2.7 FEET SOUTHEAST OF THE  SOUTHWEST CORNER OF THE
 CK1801'PILLAR, 82.0 FEET EAST NORTHEAST OF THE CENTER OF  THE HIGHWAY, 45.1
 CK1801'FEET NORTH NORTHEAST OF VERTICAL CONTROL STATION F 137. RECOVERED BY
 CK1801'J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1808 ***********************************************************************
 CK1808  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1808  DESIGNATION -  866 7630 TIDAL 7
 CK1808  PID         -  CK1808
 CK1808  STATE/COUNTY-  SC/COLLETON
 CK1808  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1808
 CK1808                         *CURRENT SURVEY CONTROL
 CK1808  ___________________________________________________________________
 CK1808* NAD 83(1986)-  32 30 13.     (N)    080 17 43.     (W)     SCALED    
 CK1808* NAVD 88     -         1.792  (meters)       5.88   (feet)  ADJUSTED  
 CK1808  ___________________________________________________________________
 CK1808  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 CK1808  DYNAMIC HT  -           1.790 (meters)       5.87  (feet)  COMP
 CK1808  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 CK1808
 CK1808  VERT ORDER  -  FIRST     CLASS II
 CK1808
 CK1808.The horizontal coordinates were scaled from a topographic map and have
 CK1808.an estimated accuracy of +/- 6 seconds.
 CK1808
 CK1808.The orthometric height was determined by differential leveling
 CK1808.and adjusted by the National Geodetic Survey in June 1991..
 CK1808
 CK1808.This Tidal Bench Mark is designated as VM 6969
 CK1808.by the Center for Operational Oceanographic Products and Services.
 CK1808
 CK1808.The geoid height was determined by GEOID03.
 CK1808
 CK1808.The dynamic height is computed by dividing the NAVD 88
 CK1808.geopotential number by the normal gravity value computed on the
 CK1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1808.degrees latitude (g = 980.6199 gals.).
 CK1808
 CK1808.The modeled gravity was interpolated from observed gravity values.
 CK1808
 CK1808;                    North         East    Units  Estimated Accuracy
 CK1808;SPC SC       -    74,560.      675,820.      MT  (+/- 180 meters Scaled)
 CK1808
 CK1808                          SUPERSEDED SURVEY CONTROL
 CK1808
 CK1808  NGVD 29 (04/23/92)    2.084  (m)            6.84   (f) ADJUSTED    1 2
 CK1808
 CK1808.Superseded values are not recommended for survey control.
 CK1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1808.See file dsdata.txt to determine how the superseded data were derived.
 CK1808
 CK1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR661964(NAD 83)
 CK1808_MARKER: DJ = TIDAL STATION DISK
 CK1808_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 CK1808_SP_SET: PILING
 CK1808_STAMPING: BM NO 7 1971
 CK1808_MARK LOGO: NOS   
 CK1808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1808
 CK1808  HISTORY     - Date     Condition        Report By
 CK1808  HISTORY     - 1971     MONUMENTED       NOS
 CK1808  HISTORY     - 1979     GOOD             NGS
 CK1808  HISTORY     - 19880301 GOOD             SCGS
 CK1808  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 CK1808  HISTORY     - 20041019 MARK NOT FOUND   SCGS
 CK1808
 CK1808                          STATION DESCRIPTION
 CK1808
 CK1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1808'4.4 MI SOUTH FROM EDISTO ISLAND.
 CK1808'4.4 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1808'EDISTO ISLAND TO THE SOUTHEAST END OF COLLINS PIER, THENCE 100 YARDS
 CK1808'NORTH-NORTHEAST ALONG THE BEACH TO THE GROIN. DISK IS IN TOP OF
 CK1808'THE NEXT TO LAST PILING ON SOUTH-SOUTHWEST SIDE OF GROIN.
 CK1808
 CK1808                          STATION RECOVERY (1988)
 CK1808
 CK1808'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK1808'4.4 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1808'EDISTO ISLAND TO THE SOUTHEAST END OF COLLINS PIER, THENCE 100 YARDS
 CK1808'NORTH-NORTHEAST ALONG THE BEACH TO THE GROIN. DISK IS IN TOP OF
 CK1808'THE NEXT TO LAST PILING ON SOUTH-SOUTHWEST SIDE OF GROIN.
 CK1808
 CK1808                          STATION RECOVERY (1995)
 CK1808
 CK1808'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1808'MARK NOT FOUND.
 CK1808
 CK1808                          STATION RECOVERY (2004)
 CK1808
 CK1808'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1808'NOT RECOVERED, GROIN AREA HAS CHANGED DUE TO BEACH EROSION, PRESUMED
 CK1808'DESTROYED. RECOVERY BY D.D. WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1803 ***********************************************************************
 CK1803  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1803  DESIGNATION -  866 7630 TIDAL 9
 CK1803  PID         -  CK1803
 CK1803  STATE/COUNTY-  SC/COLLETON
 CK1803  USGS QUAD   -  EDISTO ISLAND (1972)
 CK1803
 CK1803                         *CURRENT SURVEY CONTROL
 CK1803  ___________________________________________________________________
 CK1803* NAD 83(1986)-  32 30 15.     (N)    080 17 45.     (W)     SCALED    
 CK1803* NAVD 88     -         2.634  (meters)       8.64   (feet)  ADJUSTED  
 CK1803  ___________________________________________________________________
 CK1803  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 CK1803  DYNAMIC HT  -           2.631 (meters)       8.63  (feet)  COMP
 CK1803  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 CK1803
 CK1803  VERT ORDER  -  FIRST     CLASS II
 CK1803
 CK1803.The horizontal coordinates were scaled from a topographic map and have
 CK1803.an estimated accuracy of +/- 6 seconds.
 CK1803
 CK1803.The orthometric height was determined by differential leveling
 CK1803.and adjusted by the National Geodetic Survey in June 1991..
 CK1803
 CK1803.This Tidal Bench Mark is designated as VM 6970
 CK1803.by the Center for Operational Oceanographic Products and Services.
 CK1803
 CK1803.The geoid height was determined by GEOID03.
 CK1803
 CK1803.The dynamic height is computed by dividing the NAVD 88
 CK1803.geopotential number by the normal gravity value computed on the
 CK1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1803.degrees latitude (g = 980.6199 gals.).
 CK1803
 CK1803.The modeled gravity was interpolated from observed gravity values.
 CK1803
 CK1803;                    North         East    Units  Estimated Accuracy
 CK1803;SPC SC       -    74,620.      675,770.      MT  (+/- 180 meters Scaled)
 CK1803
 CK1803                          SUPERSEDED SURVEY CONTROL
 CK1803
 CK1803  NGVD 29 (03/21/89)    2.926  (m)            9.60   (f) ADJUSTED    1 2
 CK1803
 CK1803.Superseded values are not recommended for survey control.
 CK1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1803.See file dsdata.txt to determine how the superseded data were derived.
 CK1803
 CK1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR661965(NAD 83)
 CK1803_MARKER: DJ = TIDAL STATION DISK
 CK1803_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK1803_SP_SET: FLOOR
 CK1803_STAMPING: NO. 9 1973
 CK1803_MARK LOGO: NOS   
 CK1803_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1803+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 CK1803
 CK1803  HISTORY     - Date     Condition        Report By
 CK1803  HISTORY     - 1973     MONUMENTED       NOS
 CK1803  HISTORY     - 1979     GOOD             NGS
 CK1803  HISTORY     - 19950508 GOOD             USPSQD
 CK1803  HISTORY     - 20041019 GOOD             SCGS
 CK1803
 CK1803                          STATION DESCRIPTION
 CK1803
 CK1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1803'4.4 MI SOUTH FROM EDISTO ISLAND.
 CK1803'4.4 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1803'EDISTO ISLAND TO STATE PARK ENTRANCE ON EAST SIDE OF HIGHWAY, DISK IS
 CK1803'FLUSH IN A CONCRETE FLOOR AT THE SOUTHWEST CORNER OF A SHELTERED
 CK1803'PICNIC AREA ABOUT 70 YARDS EAST OF THE PARK OFFICE AT THE ENTRANCE.
 CK1803
 CK1803                          STATION RECOVERY (1995)
 CK1803
 CK1803'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1803'RECOVERED IN GOOD CONDITION.
 CK1803
 CK1803                          STATION RECOVERY (2004)
 CK1803
 CK1803'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1803'STATION IS LOCATED 2.9 MILES NORTHEAST OF EDISTO BEACH, 35.1 MILES
 CK1803'SOUTHEAST OF  WALTERBORO. OWNERSHIP--EDISTO BEACH STATE PARK, JEFF
 CK1803'ATKINS PARK MANAGER, 8377 STATE  CABIN ROAD, EDISTO ISLAND, SC 29438,
 CK1803'PHONE 843-869-4430. TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK1803'HIGHWAYS 164, 174 AND STATE ROAD 55  (WILLTOWN ROAD), 0.85 MILE SOUTH
 CK1803'OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR  15.2 MILES TO THE
 CK1803'JUNCTION OF STATE ROADS 2247 (REDHOUSE ROAD) RIGHT AND 2063 (LEGARE
 CK1803'ROAD) LEFT, CONTINUE ON HIGHWAY 174 FOR 2.65 MILES TO THE ENTRANCE TO
 CK1803'THE EDISTO  BEACH STATE PARK, TURN LEFT ON THE ENTRANCE ROAD FOR 0.05
 CK1803'MILE TO THE STATION ON  THE RIGHT IN THE SOUTHWEST CORNER OF THE
 CK1803'CONCRETE FLOOR OF A PICNIC SHELTER. STATION IS A DISK SET IN A DRILL
 CK1803'HOLE IN A CONCRETE FLOOR, 2.2 FEET EAST OF THE WEST  EDGE OF THE
 CK1803'FLOOR, 1.9 FEET NORTH OF THE SOUTH EDGE OF THE FLOOR, 105.6 FEET
 CK1803'SOUTHWEST OF THE SOUTH CORNER OF A BRICK WING WALL AT THE WOMENS
 CK1803'ENTRANCE OF A  BATHROOM/SHOWER HOUSE. RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2205 ***********************************************************************
 CK2205  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2205  DESIGNATION -  866 7633 A TIDAL
 CK2205  PID         -  CK2205
 CK2205  STATE/COUNTY-  SC/BEAUFORT
 CK2205  USGS QUAD   -  LAUREL BAY (1962)
 CK2205
 CK2205                         *CURRENT SURVEY CONTROL
 CK2205  ___________________________________________________________________
 CK2205* NAD 83(1986)-  32 30 00.     (N)    080 46 59.     (W)     SCALED    
 CK2205* NAVD 88     -         4.273  (meters)      14.02   (feet)  ADJUSTED  
 CK2205  ___________________________________________________________________
 CK2205  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2205  DYNAMIC HT  -           4.268 (meters)      14.00  (feet)  COMP
 CK2205  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CK2205
 CK2205  VERT ORDER  -  FIRST     CLASS II
 CK2205
 CK2205.The horizontal coordinates were scaled from a topographic map and have
 CK2205.an estimated accuracy of +/- 6 seconds.
 CK2205
 CK2205.The orthometric height was determined by differential leveling
 CK2205.and adjusted by the National Geodetic Survey in June 1991..
 CK2205
 CK2205.This Tidal Bench Mark is designated as VM 4371
 CK2205.by the Center for Operational Oceanographic Products and Services.
 CK2205
 CK2205.The geoid height was determined by GEOID03.
 CK2205
 CK2205.The dynamic height is computed by dividing the NAVD 88
 CK2205.geopotential number by the normal gravity value computed on the
 CK2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2205.degrees latitude (g = 980.6199 gals.).
 CK2205
 CK2205.The modeled gravity was interpolated from observed gravity values.
 CK2205
 CK2205;                    North         East    Units  Estimated Accuracy
 CK2205;SPC SC       -    73,960.      629,990.      MT  (+/- 180 meters Scaled)
 CK2205
 CK2205                          SUPERSEDED SURVEY CONTROL
 CK2205
 CK2205  NGVD 29 (03/21/89)    4.555  (m)           14.94   (f) ADJUSTED    1 2
 CK2205
 CK2205.Superseded values are not recommended for survey control.
 CK2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2205.See file dsdata.txt to determine how the superseded data were derived.
 CK2205
 CK2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR203958(NAD 83)
 CK2205_MARKER: DJ = TIDAL STATION DISK
 CK2205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2205_SP_SET: STAINLESS STEEL ROD
 CK2205_STAMPING: 7633 A 1980
 CK2205_MARK LOGO: NOS   
 CK2205_PROJECTION: PROJECTING 2 CENTIMETERS
 CK2205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2205+STABILITY: POSITION/ELEVATION WELL
 CK2205_ROD/PIPE-DEPTH: 9.60 meters
 CK2205
 CK2205  HISTORY     - Date     Condition        Report By
 CK2205  HISTORY     - 1980     MONUMENTED       NOS
 CK2205  HISTORY     - 1982     GOOD             SCGS
 CK2205
 CK2205                          STATION DESCRIPTION
 CK2205
 CK2205'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2205'10.4 KM (6.5 MI) SW FROM LOBECO.
 CK2205'3.9 KILOMETERS (2.4 MILES) NORTH ALONG U.S. HIGHWAY 21, FROM THE
 CK2205'ENTRANCE OF THE BEAUFORT MARINE CORPS AIR STATION, TO GRAYS HILL,
 CK2205'THENCE 3.5 KILOMETERS (2.2 MILES) WEST  ALONG COUNTY ROAD S-7-81,
 CK2205'TO A SAND ROAD, TURN LEFT AND GO WESTERLY TO A BARGE LANDING, SET
 CK2205'76.2 METERS (250 FEET) NORTH OF THE BARGE LANDING, AT THE WEST END
 CK2205'OF A CHAIN LINK FENCE, 0.9 METER (3.0 FEET) EAST SOUTHEAST OF A
 CK2205'4 INCH SQUARE PROPERTY MARKER, 3.7 METERS (12.0 FEET) EAST OF THE TOP
 CK2205'OF THE BLUFF, 0.6 METER (2.0 FEET) SOUTHEAST OF THE WEST END OF
 CK2205'A FOUR FOOT HIGH CHAINLINK FENCE AND 10.7 METERS (35.0 FEET) SOUTH
 CK2205'SOUTHEAST OF THE APPROXIMATE CENTER OF THE WALKWAY TO
 CK2205'THE NORTHERN MOST DOCK.
 CK2205'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2206 ***********************************************************************
 CK2206  DESIGNATION -  866 7633 B TIDAL
 CK2206  PID         -  CK2206
 CK2206  STATE/COUNTY-  SC/BEAUFORT
 CK2206  USGS QUAD   -  LAUREL BAY (1962)
 CK2206
 CK2206                         *CURRENT SURVEY CONTROL
 CK2206  ___________________________________________________________________
 CK2206* NAD 83(1986)-  32 29 53.     (N)    080 47 00.     (W)     SCALED    
 CK2206* NAVD 88     -         4.358  (meters)      14.30   (feet)  ADJUSTED  
 CK2206  ___________________________________________________________________
 CK2206  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK2206  DYNAMIC HT  -           4.353 (meters)      14.28  (feet)  COMP
 CK2206  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CK2206
 CK2206  VERT ORDER  -  FIRST     CLASS II
 CK2206
 CK2206.The horizontal coordinates were scaled from a topographic map and have
 CK2206.an estimated accuracy of +/- 6 seconds.
 CK2206
 CK2206.The orthometric height was determined by differential leveling
 CK2206.and adjusted by the National Geodetic Survey in June 1991..
 CK2206
 CK2206.The geoid height was determined by GEOID03.
 CK2206
 CK2206.The dynamic height is computed by dividing the NAVD 88
 CK2206.geopotential number by the normal gravity value computed on the
 CK2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2206.degrees latitude (g = 980.6199 gals.).
 CK2206
 CK2206.The modeled gravity was interpolated from observed gravity values.
 CK2206
 CK2206;                    North         East    Units  Estimated Accuracy
 CK2206;SPC SC       -    73,740.      629,960.      MT  (+/- 180 meters Scaled)
 CK2206
 CK2206                          SUPERSEDED SURVEY CONTROL
 CK2206
 CK2206  NGVD 29 (03/21/89)    4.640  (m)           15.22   (f) ADJUSTED    1 2
 CK2206
 CK2206.Superseded values are not recommended for survey control.
 CK2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2206.See file dsdata.txt to determine how the superseded data were derived.
 CK2206
 CK2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR203956(NAD 83)
 CK2206_MARKER: DJ = TIDAL STATION DISK
 CK2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2206_SP_SET: CONCRETE POST
 CK2206_STAMPING: 7633 B 1980
 CK2206_MARK LOGO: NOS   
 CK2206_PROJECTION: FLUSH
 CK2206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2206
 CK2206  HISTORY     - Date     Condition        Report By
 CK2206  HISTORY     - 1980     MONUMENTED       NOS
 CK2206  HISTORY     - 1982     GOOD             SCGS
 CK2206
 CK2206                          STATION DESCRIPTION
 CK2206
 CK2206'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2206'10.4 KM (6.5 MI) SW FROM LOBECO.
 CK2206'3.9 KILOMETERS (2.4 MILES) NORTH ALONG U.S. HIGHWAY 21 FROM THE
 CK2206'ENTRANCE OF THE BEAUFORT MARINE CORPS AIR STATION, TO GRAYS HILL
 CK2206'THENCE 3.5 KILOMETERS (2.2 MILES) WEST ALONG COUNTY ROAD S-7-81,
 CK2206'TO A SAND ROAD, TURN LEFT AND GO WESTERLY TO A BARGE LANDING, SET
 CK2206'ON THE NORTH SIDE OF BARGE LOADING DOCK, NEAR THE EDGE OF A 20
 CK2206'FOOT BANK AND A 24 INCH PINE TREE, 68.4 METERS (224.7 FEET) SOUTH
 CK2206'SOUTHEAST OF 7633 A, 9.1 METERS (30.0 FEET) NORTH NORTHWEST OF THE
 CK2206'APPROXIMATE CENTER OF THE LOADING RAMP, 2.7 METERS (9.0 FEET)
 CK2206'NORTHEAST OF THE EDGE OF THE 20 FOOT BANK, 1.5 METERS (5.0 FEET)
 CK2206'NORTH NORTHEAST OF A 24 INCH PINE TREE, NOTE THIS MARK WAS HIT
 CK2206'BY LEVELS IN 1982, BUT IT IS EXSPECTED TO BE DESTROYED SOON.
 CK2206'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0913 ***********************************************************************
 CK0913  DESIGNATION -  866 7633 TIDAL 1
 CK0913  PID         -  CK0913
 CK0913  STATE/COUNTY-  SC/BEAUFORT
 CK0913  USGS QUAD   -  LAUREL BAY (1962)
 CK0913
 CK0913                         *CURRENT SURVEY CONTROL
 CK0913  ___________________________________________________________________
 CK0913* NAD 83(1986)-  32 29 58.     (N)    080 46 58.     (W)     SCALED    
 CK0913* NAVD 88     -         3.418  (meters)      11.21   (feet)  ADJUSTED  
 CK0913  ___________________________________________________________________
 CK0913  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK0913  DYNAMIC HT  -           3.414 (meters)      11.20  (feet)  COMP
 CK0913  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CK0913
 CK0913  VERT ORDER  -  FIRST     CLASS II
 CK0913
 CK0913.The horizontal coordinates were scaled from a topographic map and have
 CK0913.an estimated accuracy of +/- 6 seconds.
 CK0913
 CK0913.The orthometric height was determined by differential leveling
 CK0913.and adjusted by the National Geodetic Survey in June 1991..
 CK0913
 CK0913.The geoid height was determined by GEOID03.
 CK0913
 CK0913.The dynamic height is computed by dividing the NAVD 88
 CK0913.geopotential number by the normal gravity value computed on the
 CK0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0913.degrees latitude (g = 980.6199 gals.).
 CK0913
 CK0913.The modeled gravity was interpolated from observed gravity values.
 CK0913
 CK0913;                    North         East    Units  Estimated Accuracy
 CK0913;SPC SC       -    73,900.      630,010.      MT  (+/- 180 meters Scaled)
 CK0913
 CK0913                          SUPERSEDED SURVEY CONTROL
 CK0913
 CK0913  NGVD 29 (03/21/89)    3.700  (m)           12.14   (f) ADJUSTED    1 2
 CK0913
 CK0913.Superseded values are not recommended for survey control.
 CK0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0913.See file dsdata.txt to determine how the superseded data were derived.
 CK0913
 CK0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR204958(NAD 83)
 CK0913_MARKER: DJ = TIDAL STATION DISK
 CK0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0913_SP_SET: CON TILE
 CK0913_STAMPING: NO 1 1934
 CK0913_MARK LOGO: CGS   
 CK0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0913
 CK0913  HISTORY     - Date     Condition        Report By
 CK0913  HISTORY     - 1934     MONUMENTED       CGS
 CK0913  HISTORY     - 1962     GOOD             NGS
 CK0913  HISTORY     - 1982     GOOD             SCGS
 CK0913  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK0913
 CK0913                          STATION DESCRIPTION
 CK0913
 CK0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0913'6.4 MI SW FROM LOBECO.
 CK0913'4 MILES SOUTH ON U.S. HIGHWAY 21 FROM THE CROSSING OF THE
 CK0913'SEABOARD AIR LINE RAILROAD AT LOBECO TO THE GRAY HILL GROCERY
 CK0913'STORE, THENCE 0.5 MILES WEST TO THE ENTRANCE OF CLARENDON PLANTATION,
 CK0913'CONTINUE WEST OF 1.95 MILES TO THE BANK OF WHALE BRANCH.  105
 CK0913'YARDS NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BRICK HOUSE,
 CK0913'THE HOME OF THE OWNER OF CLARENDON PLANTATION, 27 FEET NORTH OF
 CK0913'THE CENTER LINE OF STEPS LEADING TO BOAT DOCKS, 10 FEET SOUTHEAST
 CK0913'OF A LARGE PINE TREE ON EDGE OF BANK, 9.8 FEET EAST OF THE
 CK0913'EDGE OF BANK OF WHALE BRANCH AND 1.7 FEET SOUTH OF A WOODEN
 CK0913'WITNESS POST.  SET IN THE TOP OF A 6 INCH TILE FILLED WITH
 CK0913'CONCRETE 2 INCHES BELOW THE LEVEL OF THE GROUND.
 CK0913
 CK0913                          STATION RECOVERY (1982)
 CK0913
 CK0913'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0913'RECOVERED IN GOOD CONDITION.
 CK0913
 CK0913                          STATION RECOVERY (1990)
 CK0913
 CK0913'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0912 ***********************************************************************
 CK0912  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0912  DESIGNATION -  866 7633 TIDAL 2
 CK0912  PID         -  CK0912
 CK0912  STATE/COUNTY-  SC/BEAUFORT
 CK0912  USGS QUAD   -  LAUREL BAY (1962)
 CK0912
 CK0912                         *CURRENT SURVEY CONTROL
 CK0912  ___________________________________________________________________
 CK0912* NAD 83(1986)-  32 29 59.     (N)    080 46 57.     (W)     SCALED    
 CK0912* NAVD 88     -         3.598  (meters)      11.80   (feet)  ADJUSTED  
 CK0912  ___________________________________________________________________
 CK0912  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK0912  DYNAMIC HT  -           3.593 (meters)      11.79  (feet)  COMP
 CK0912  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CK0912
 CK0912  VERT ORDER  -  FIRST     CLASS II
 CK0912
 CK0912.The horizontal coordinates were scaled from a topographic map and have
 CK0912.an estimated accuracy of +/- 6 seconds.
 CK0912
 CK0912.The orthometric height was determined by differential leveling
 CK0912.and adjusted by the National Geodetic Survey in June 1991..
 CK0912.WARNING-Repeat measurements at this control monument indicate possible
 CK0912.vertical movement.
 CK0912
 CK0912.This Tidal Bench Mark is designated as VM 4372
 CK0912.by the Center for Operational Oceanographic Products and Services.
 CK0912
 CK0912.The geoid height was determined by GEOID03.
 CK0912
 CK0912.The dynamic height is computed by dividing the NAVD 88
 CK0912.geopotential number by the normal gravity value computed on the
 CK0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0912.degrees latitude (g = 980.6199 gals.).
 CK0912
 CK0912.The modeled gravity was interpolated from observed gravity values.
 CK0912
 CK0912;                    North         East    Units  Estimated Accuracy
 CK0912;SPC SC       -    73,930.      630,040.      MT  (+/- 180 meters Scaled)
 CK0912
 CK0912                          SUPERSEDED SURVEY CONTROL
 CK0912
 CK0912  NGVD 29 (03/21/89)    3.879  (m)           12.73   (f) ADJUSTED    1 2
 CK0912
 CK0912.Superseded values are not recommended for survey control.
 CK0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0912.See file dsdata.txt to determine how the superseded data were derived.
 CK0912
 CK0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR204958(NAD 83)
 CK0912_MARKER: DJ = TIDAL STATION DISK
 CK0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0912_SP_SET: CON TILE
 CK0912_STAMPING: NO 2 1934
 CK0912_MARK LOGO: CGS   
 CK0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0912
 CK0912  HISTORY     - Date     Condition        Report By
 CK0912  HISTORY     - 1934     MONUMENTED       CGS
 CK0912  HISTORY     - 1962     GOOD             NGS
 CK0912  HISTORY     - 1982     GOOD             SCGS
 CK0912  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK0912
 CK0912                          STATION DESCRIPTION
 CK0912
 CK0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0912'6.4 MI SW FROM LOBECO.
 CK0912'4 MILES SOUTH ON U.S. HIGHWAY 21 FROM THE CROSSING OF THE SEABOARD
 CK0912'AIR LINE RAILROAD AT LOBECO TO THE GRAY HILL GROCERY STORE,
 CK0912'THENCE 0.5 MILES WEST TO THE ENTRANCE OF CLARENDON PLANTATION,
 CK0912'CONTINUE WEST FOR 1.95 MILES TO THE BANK OF WHALE BRANCH.
 CK0912'LOCATED AT THE NORTWEST CORNER OF CLARENDON PLANTATION.  268
 CK0912'FEET NORTH OF THE CENTER OF STEPS LEADING TO BOAT DOCK, 241
 CK0912'FEET NORTH OF TIDAL NO. 1 (1934), 159 FEET WEST OF TIDAL NO. 3
 CK0912'(1934), 20 FEET SOUTH OF THE PROPERTY LINE FENCE, 11 FEET EAST
 CK0912'OF THE BANK OF WHALE BRANCH AND 2 FEET SOUTH OF A WOODEN WITNESS
 CK0912'POST.  SET IN THE TOP OF A 6 INCH TILE FILLED WITH CONCRETE 1
 CK0912'INCH BELOW THE LEVEL OF THE GROUND.
 CK0912
 CK0912                          STATION RECOVERY (1982)
 CK0912
 CK0912'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0912'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE EXCEPT
 CK0912'HALF OF THE TILE IS BROKEN OFF AND THE MARK IS LEANING SLIGHTLY TO THE
 CK0912'SOUTH.
 CK0912
 CK0912                          STATION RECOVERY (1990)
 CK0912
 CK0912'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0911 ***********************************************************************
 CK0911  DESIGNATION -  866 7633 TIDAL 3
 CK0911  PID         -  CK0911
 CK0911  STATE/COUNTY-  SC/BEAUFORT
 CK0911  USGS QUAD   -  LAUREL BAY (1962)
 CK0911
 CK0911                         *CURRENT SURVEY CONTROL
 CK0911  ___________________________________________________________________
 CK0911* NAD 83(1986)-  32 29 59.     (N)    080 46 57.     (W)     SCALED    
 CK0911* NAVD 88     -         3.708  (meters)      12.17   (feet)  ADJUSTED  
 CK0911  ___________________________________________________________________
 CK0911  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK0911  DYNAMIC HT  -           3.703 (meters)      12.15  (feet)  COMP
 CK0911  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CK0911
 CK0911  VERT ORDER  -  FIRST     CLASS II
 CK0911
 CK0911.The horizontal coordinates were scaled from a topographic map and have
 CK0911.an estimated accuracy of +/- 6 seconds.
 CK0911
 CK0911.The orthometric height was determined by differential leveling
 CK0911.and adjusted by the National Geodetic Survey in June 1991..
 CK0911.WARNING-Repeat measurements at this control monument indicate possible
 CK0911.vertical movement.
 CK0911
 CK0911.The geoid height was determined by GEOID03.
 CK0911
 CK0911.The dynamic height is computed by dividing the NAVD 88
 CK0911.geopotential number by the normal gravity value computed on the
 CK0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0911.degrees latitude (g = 980.6199 gals.).
 CK0911
 CK0911.The modeled gravity was interpolated from observed gravity values.
 CK0911
 CK0911;                    North         East    Units  Estimated Accuracy
 CK0911;SPC SC       -    73,930.      630,040.      MT  (+/- 180 meters Scaled)
 CK0911
 CK0911                          SUPERSEDED SURVEY CONTROL
 CK0911
 CK0911  NGVD 29 (03/21/89)    3.990  (m)           13.09   (f) ADJUSTED    1 2
 CK0911
 CK0911.Superseded values are not recommended for survey control.
 CK0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0911.See file dsdata.txt to determine how the superseded data were derived.
 CK0911
 CK0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR204958(NAD 83)
 CK0911_MARKER: DJ = TIDAL STATION DISK
 CK0911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0911_SP_SET: CON TILE
 CK0911_STAMPING: NO 3 1934
 CK0911_MARK LOGO: CGS   
 CK0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0911
 CK0911  HISTORY     - Date     Condition        Report By
 CK0911  HISTORY     - 1934     MONUMENTED       CGS
 CK0911  HISTORY     - 1962     GOOD             NGS
 CK0911  HISTORY     - 1982     GOOD             SCGS
 CK0911  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK0911
 CK0911                          STATION DESCRIPTION
 CK0911
 CK0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0911'6.4 MI SW FROM LOBECO.
 CK0911'4 MILES SOUTH ON U.S. HIGHWAY 21 FROM THE CROSSING OF THE
 CK0911'SEABOARD AIR LINE RAILROAD AT LOBECO TO THE GRAY HILL GROCERY STORE,
 CK0911'THENCE 0.5 MILE WEST TO THE ENTRANCE OF CLARENDON PLANTATION,
 CK0911'CONTINUE WEST FOR 1.95 MILE TO THE BANK OF WHALE BRANCH, 320
 CK0911'FEET NORTHEAST OF THE CENTER OF THE STEPS LEADING TO BOAT DOCK,
 CK0911'295 FEET NORTHEAST OF TIDAL 1 (1934), 159 FEET EAST OF TIDAL 2
 CK0911'(1934), 192 FEET WEST OF A RAIL FENCE RUNNING NORTH AND SOUTH,
 CK0911'7 FEET SOUTH OF PROPERTY LINE FENCE ON THE NORTH SIDE OF PLANTATION
 CK0911'AND 1 FOOT WEST OF A WOODEN WITNESS POST.  SET IN THE TOP OF A
 CK0911'6 INCH TILE FILLED WITH CONCRETE, LEVEL WITH THE GROUND.
 CK0911
 CK0911                          STATION RECOVERY (1982)
 CK0911
 CK0911'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0911'RECOVERED IN GOOD CONDITION.
 CK0911
 CK0911                          STATION RECOVERY (1990)
 CK0911
 CK0911'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2204 ***********************************************************************
 CK2204  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2204  DESIGNATION -  866 7633 TIDAL 5
 CK2204  PID         -  CK2204
 CK2204  STATE/COUNTY-  SC/BEAUFORT
 CK2204  USGS QUAD   -  LAUREL BAY (1962)
 CK2204
 CK2204                         *CURRENT SURVEY CONTROL
 CK2204  ___________________________________________________________________
 CK2204* NAD 83(1986)-  32 29 57.     (N)    080 46 55.     (W)     SCALED    
 CK2204* NAVD 88     -         3.830  (meters)      12.57   (feet)  ADJUSTED  
 CK2204  ___________________________________________________________________
 CK2204  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2204  DYNAMIC HT  -           3.826 (meters)      12.55  (feet)  COMP
 CK2204  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CK2204
 CK2204  VERT ORDER  -  FIRST     CLASS II
 CK2204
 CK2204.The horizontal coordinates were scaled from a topographic map and have
 CK2204.an estimated accuracy of +/- 6 seconds.
 CK2204
 CK2204.The orthometric height was determined by differential leveling
 CK2204.and adjusted by the National Geodetic Survey in June 1991..
 CK2204
 CK2204.This Tidal Bench Mark is designated as VM 4373
 CK2204.by the Center for Operational Oceanographic Products and Services.
 CK2204
 CK2204.The geoid height was determined by GEOID03.
 CK2204
 CK2204.The dynamic height is computed by dividing the NAVD 88
 CK2204.geopotential number by the normal gravity value computed on the
 CK2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2204.degrees latitude (g = 980.6199 gals.).
 CK2204
 CK2204.The modeled gravity was interpolated from observed gravity values.
 CK2204
 CK2204;                    North         East    Units  Estimated Accuracy
 CK2204;SPC SC       -    73,870.      630,090.      MT  (+/- 180 meters Scaled)
 CK2204
 CK2204                          SUPERSEDED SURVEY CONTROL
 CK2204
 CK2204  NGVD 29 (03/21/89)    4.112  (m)           13.49   (f) ADJUSTED    1 2
 CK2204
 CK2204.Superseded values are not recommended for survey control.
 CK2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2204.See file dsdata.txt to determine how the superseded data were derived.
 CK2204
 CK2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR204957(NAD 83)
 CK2204_MARKER: DB = BENCH MARK DISK
 CK2204_SETTING: 0 = UNSPECIFIED SETTING
 CK2204_SP_SET: UNSPECIFIED SHALLOW
 CK2204_STAMPING: NO 5 1974
 CK2204_MARK LOGO: NOS   
 CK2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2204+STABILITY: SURFACE MOTION
 CK2204
 CK2204  HISTORY     - Date     Condition        Report By
 CK2204  HISTORY     - 1974     MONUMENTED       NOS
 CK2204  HISTORY     - 1982     GOOD             SCGS
 CK2204
 CK2204                          STATION DESCRIPTION
 CK2204
 CK2204'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2204'10.4 KM (6.5 MI) SW FROM LOBECO.
 CK2204'3.9 KILOMETERS (2.4 MILES) NORTH ALONG U.S. HIGHWAY 21, FROM THE
 CK2204'ENTRANCE OF THE BEAUFORT MARINE CORPS AIR STATION, TO GRAYS HILL,
 CK2204'THENCE 3.5 KILOMETERS (2.2 MILES) WEST ALONG COUNTY ROAD S-7-81, TO
 CK2204'A SAND ROAD, TURN LEFT AND GO WESTERLY TO A BARGE LANDING, SET 0.1
 CK2204'KILOMETER (0.05 MILE) EAST OF THE LANDING BY A POWERLINE POLE WITH
 CK2204'LINES RUNNING NORTH AND SOUTH, 25.6 METERS (83.9 FEET) WEST OF
 CK2204'A WOODEN FENCE LINE, 2.2 METERS (7.3 FEET) SOUTH OF A POWERPOLE
 CK2204'NO 1-2659, 33.8 METERS (111.0 FEET) EAST OF NO 3 1934, 3.0 METERS
 CK2204'(10.0 FEET) NORTH OF THE NORTH END OF THE CLARENDON PLANTATION YARD
 CK2204'AND 15.5 METERS (51.0 FEET) SOUTH OF THE APPROXIMATE
 CK2204'CENTER OF THE SAND ROAD.
 CK2204'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1826 ***********************************************************************
 CK1826  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1826  DESIGNATION -  866 7676 TIDAL 2
 CK1826  PID         -  CK1826
 CK1826  STATE/COUNTY-  SC/COLLETON
 CK1826  USGS QUAD   -  EDISTO BEACH (1972)
 CK1826
 CK1826                         *CURRENT SURVEY CONTROL
 CK1826  ___________________________________________________________________
 CK1826* NAD 83(1986)-  32 29 35.     (N)    080 20 17.     (W)     SCALED    
 CK1826* NAVD 88     -         1.452  (meters)       4.76   (feet)  ADJUSTED  
 CK1826  ___________________________________________________________________
 CK1826  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 CK1826  DYNAMIC HT  -           1.450 (meters)       4.76  (feet)  COMP
 CK1826  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CK1826
 CK1826  VERT ORDER  -  FIRST     CLASS II
 CK1826
 CK1826.The horizontal coordinates were scaled from a topographic map and have
 CK1826.an estimated accuracy of +/- 6 seconds.
 CK1826
 CK1826.The orthometric height was determined by differential leveling
 CK1826.and adjusted by the National Geodetic Survey in June 1991..
 CK1826
 CK1826.This Tidal Bench Mark is designated as VM 4374
 CK1826.by the Center for Operational Oceanographic Products and Services.
 CK1826
 CK1826.The geoid height was determined by GEOID03.
 CK1826
 CK1826.The dynamic height is computed by dividing the NAVD 88
 CK1826.geopotential number by the normal gravity value computed on the
 CK1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1826.degrees latitude (g = 980.6199 gals.).
 CK1826
 CK1826.The modeled gravity was interpolated from observed gravity values.
 CK1826
 CK1826;                    North         East    Units  Estimated Accuracy
 CK1826;SPC SC       -    73,370.      671,810.      MT  (+/- 180 meters Scaled)
 CK1826
 CK1826                          SUPERSEDED SURVEY CONTROL
 CK1826
 CK1826  NGVD 29 (03/21/89)    1.743  (m)            5.72   (f) ADJUSTED    1 2
 CK1826
 CK1826.Superseded values are not recommended for survey control.
 CK1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1826.See file dsdata.txt to determine how the superseded data were derived.
 CK1826
 CK1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR621952(NAD 83)
 CK1826_MARKER: DJ = TIDAL STATION DISK
 CK1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1826_SP_SET: CONCRETE POST
 CK1826_STAMPING: 2 1934
 CK1826_PROJECTION: FLUSH
 CK1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1826+STABILITY: SURFACE MOTION
 CK1826
 CK1826  HISTORY     - Date     Condition        Report By
 CK1826  HISTORY     - 1934     MONUMENTED       CGS
 CK1826  HISTORY     - 1979     GOOD             NGS
 CK1826  HISTORY     - 19950511 MARK NOT FOUND   USPSQD
 CK1826  HISTORY     - 19950928 GOOD             USPSQD
 CK1826  HISTORY     - 20050831 MARK NOT FOUND   SCGS
 CK1826
 CK1826                          STATION DESCRIPTION
 CK1826
 CK1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1826'7.4 MI SW FROM EDISTO ISLAND.
 CK1826'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT EDISTO
 CK1826'ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD, THENCE
 CK1826'1.0 MILE NORTH ALONG DOCK SITE ROAD, 190.0 FT. NORTH OF THE CENTERLINE
 CK1826'OF THE ROAD, 30.8 FT. SOUTHEAST OF POWER POLE 112602, 6.6 FT.
 CK1826'NORTHEAST OF THE CORNER OF A TIN LEAN-TO SHED.
 CK1826
 CK1826                          STATION RECOVERY (1995)
 CK1826
 CK1826'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1826'MARK NOT FOUND.
 CK1826
 CK1826                          STATION RECOVERY (1995)
 CK1826
 CK1826'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1826'RECOVERED IN GOOD CONDITION.
 CK1826
 CK1826                          STATION RECOVERY (2005)
 CK1826
 CK1826'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK1826'A TIN SHED WAS LOCATED BUT CONSTRUCTION MATERIALS IN THE AREA HINDERED
 CK1826'THE SEARCH, STATION COULD BE INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1830 ***********************************************************************
 CK1830  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1830  DESIGNATION -  866 7676 TIDAL EM 1
 CK1830  PID         -  CK1830
 CK1830  STATE/COUNTY-  SC/COLLETON
 CK1830  USGS QUAD   -  EDISTO BEACH (1972)
 CK1830
 CK1830                         *CURRENT SURVEY CONTROL
 CK1830  ___________________________________________________________________
 CK1830* NAD 83(1986)-  32 29 38.     (N)    080 20 25.     (W)     SCALED    
 CK1830* NAVD 88     -         1.421  (meters)       4.66   (feet)  ADJUSTED  
 CK1830  ___________________________________________________________________
 CK1830  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CK1830  DYNAMIC HT  -           1.420 (meters)       4.66  (feet)  COMP
 CK1830  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CK1830
 CK1830  VERT ORDER  -  FIRST     CLASS II
 CK1830
 CK1830.The horizontal coordinates were scaled from a topographic map and have
 CK1830.an estimated accuracy of +/- 6 seconds.
 CK1830
 CK1830.The orthometric height was determined by differential leveling
 CK1830.and adjusted by the National Geodetic Survey in June 1991..
 CK1830
 CK1830.This Tidal Bench Mark is designated as VM 4375
 CK1830.by the Center for Operational Oceanographic Products and Services.
 CK1830
 CK1830.The geoid height was determined by GEOID03.
 CK1830
 CK1830.The dynamic height is computed by dividing the NAVD 88
 CK1830.geopotential number by the normal gravity value computed on the
 CK1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1830.degrees latitude (g = 980.6199 gals.).
 CK1830
 CK1830.The modeled gravity was interpolated from observed gravity values.
 CK1830
 CK1830;                    North         East    Units  Estimated Accuracy
 CK1830;SPC SC       -    73,460.      671,600.      MT  (+/- 180 meters Scaled)
 CK1830
 CK1830                          SUPERSEDED SURVEY CONTROL
 CK1830
 CK1830  NGVD 29 (03/21/89)    1.713  (m)            5.62   (f) ADJUSTED    1 2
 CK1830
 CK1830.Superseded values are not recommended for survey control.
 CK1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1830.See file dsdata.txt to determine how the superseded data were derived.
 CK1830
 CK1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR619953(NAD 83)
 CK1830_MARKER: DJ = TIDAL STATION DISK
 CK1830_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1830_SP_SET: COPPER-CLAD STEEL ROD
 CK1830_STAMPING: E M NO 1 1977
 CK1830_PROJECTION: FLUSH
 CK1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1830_ROD/PIPE-DEPTH: 12.2 meters
 CK1830
 CK1830  HISTORY     - Date     Condition        Report By
 CK1830  HISTORY     - 1977     MONUMENTED       NOS
 CK1830  HISTORY     - 1979     GOOD             NGS
 CK1830  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 CK1830  HISTORY     - 20050831 MARK NOT FOUND   SCGS
 CK1830
 CK1830                          STATION DESCRIPTION
 CK1830
 CK1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1830'7.6 MI SW FROM EDISTO ISLAND.
 CK1830'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT EDISTO
 CK1830'ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD, THENCE
 CK1830'1.2 MILES NORTH ALONG DOCK SITE ROAD, 148.2 FT. WEST OF THE NORTHWEST
 CK1830'CORNER OF A ONE STORY CONCRETE BLOCK BUILDING HOUSING THE EDISTO
 CK1830'MARINA OFFICE AND STORE, 68.3 FT. SOUTHWEST OF POWER POLE 248315, 64.0
 CK1830'FT. WEST OF THE WEST TANK OF TWO FUEL TANKS, 4.6 FT. WEST OF THE
 CK1830'SOUTHWEST CORNER OF A CONCRETE SLAB AT THE SOUTH END OF A DRY DOCK
 CK1830'RAMP.
 CK1830
 CK1830                          STATION RECOVERY (1995)
 CK1830
 CK1830'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1830'MARK NOT FOUND.
 CK1830
 CK1830                          STATION RECOVERY (2005)
 CK1830
 CK1830'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK1830'AREA HAS BEEN DEVELOPED, REFERENCES NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1829 ***********************************************************************
 CK1829  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1829  DESIGNATION -  866 7676 TIDAL EM 2
 CK1829  PID         -  CK1829
 CK1829  STATE/COUNTY-  SC/COLLETON
 CK1829  USGS QUAD   -  EDISTO BEACH (1972)
 CK1829
 CK1829                         *CURRENT SURVEY CONTROL
 CK1829  ___________________________________________________________________
 CK1829* NAD 83(1986)-  32 29 37.     (N)    080 20 23.     (W)     SCALED    
 CK1829* NAVD 88     -         1.602  (meters)       5.26   (feet)  ADJUSTED  
 CK1829  ___________________________________________________________________
 CK1829  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CK1829  DYNAMIC HT  -           1.600 (meters)       5.25  (feet)  COMP
 CK1829  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CK1829
 CK1829  VERT ORDER  -  FIRST     CLASS II
 CK1829
 CK1829.The horizontal coordinates were scaled from a topographic map and have
 CK1829.an estimated accuracy of +/- 6 seconds.
 CK1829
 CK1829.The orthometric height was determined by differential leveling
 CK1829.and adjusted by the National Geodetic Survey in June 1991..
 CK1829
 CK1829.This Tidal Bench Mark is designated as VM 4376
 CK1829.by the Center for Operational Oceanographic Products and Services.
 CK1829
 CK1829.The geoid height was determined by GEOID03.
 CK1829
 CK1829.The dynamic height is computed by dividing the NAVD 88
 CK1829.geopotential number by the normal gravity value computed on the
 CK1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1829.degrees latitude (g = 980.6199 gals.).
 CK1829
 CK1829.The modeled gravity was interpolated from observed gravity values.
 CK1829
 CK1829;                    North         East    Units  Estimated Accuracy
 CK1829;SPC SC       -    73,430.      671,660.      MT  (+/- 180 meters Scaled)
 CK1829
 CK1829                          SUPERSEDED SURVEY CONTROL
 CK1829
 CK1829  NGVD 29 (03/21/89)    1.893  (m)            6.21   (f) ADJUSTED    1 2
 CK1829
 CK1829.Superseded values are not recommended for survey control.
 CK1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1829.See file dsdata.txt to determine how the superseded data were derived.
 CK1829
 CK1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR620953(NAD 83)
 CK1829_MARKER: DJ = TIDAL STATION DISK
 CK1829_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1829_SP_SET: COPPER-CLAD STEEL ROD
 CK1829_STAMPING: E M NO 2 1975
 CK1829_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1829_ROD/PIPE-DEPTH: 12.2 meters
 CK1829
 CK1829  HISTORY     - Date     Condition        Report By
 CK1829  HISTORY     - 1975     MONUMENTED       NOS
 CK1829  HISTORY     - 1979     GOOD             NGS
 CK1829  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 CK1829  HISTORY     - 20050831 MARK NOT FOUND   SCGS
 CK1829
 CK1829                          STATION DESCRIPTION
 CK1829
 CK1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1829'7.6 MI SW FROM EDISTO ISLAND.
 CK1829'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT EDISTO
 CK1829'ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD, THENCE
 CK1829'1.2 MILES NORTH ALONG DOCK SITE ROAD, 142 YARDS NORTH OF BENCH MARK
 CK1829'TIDAL 3, 44.5 FT. NORTH OF THE CENTERLINE OF THE ROAD, 17.2 FT.
 CK1829'WEST OF THE CENTERLINE OF A SAND ROAD LEADING NORTH TO MARINA, 10.5
 CK1829'FT. NORTHWEST OF A GUY WIRE ANCHOR, 8.5 FT. SOUTHWEST OF POWER POLE
 CK1829'111963 WITH ONE GUY WIRE.
 CK1829
 CK1829                          STATION RECOVERY (1995)
 CK1829
 CK1829'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1829'MARK NOT FOUND.
 CK1829
 CK1829                          STATION RECOVERY (2005)
 CK1829
 CK1829'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK1829'AREA HAS BEEN DEVELOPED, REFERENCES NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1828 ***********************************************************************
 CK1828  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1828  DESIGNATION -  866 7676 TIDAL EM 3
 CK1828  PID         -  CK1828
 CK1828  STATE/COUNTY-  SC/COLLETON
 CK1828  USGS QUAD   -  EDISTO BEACH (1972)
 CK1828
 CK1828                         *CURRENT SURVEY CONTROL
 CK1828  ___________________________________________________________________
 CK1828* NAD 83(1986)-  32 29 36.     (N)    080 20 20.     (W)     SCALED    
 CK1828* NAVD 88     -         1.479  (meters)       4.85   (feet)  ADJUSTED  
 CK1828  ___________________________________________________________________
 CK1828  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 CK1828  DYNAMIC HT  -           1.477 (meters)       4.85  (feet)  COMP
 CK1828  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CK1828
 CK1828  VERT ORDER  -  FIRST     CLASS II
 CK1828
 CK1828.The horizontal coordinates were scaled from a topographic map and have
 CK1828.an estimated accuracy of +/- 6 seconds.
 CK1828
 CK1828.The orthometric height was determined by differential leveling
 CK1828.and adjusted by the National Geodetic Survey in June 1991..
 CK1828
 CK1828.This Tidal Bench Mark is designated as VM 4377
 CK1828.by the Center for Operational Oceanographic Products and Services.
 CK1828
 CK1828.The geoid height was determined by GEOID03.
 CK1828
 CK1828.The dynamic height is computed by dividing the NAVD 88
 CK1828.geopotential number by the normal gravity value computed on the
 CK1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1828.degrees latitude (g = 980.6199 gals.).
 CK1828
 CK1828.The modeled gravity was interpolated from observed gravity values.
 CK1828
 CK1828;                    North         East    Units  Estimated Accuracy
 CK1828;SPC SC       -    73,400.      671,730.      MT  (+/- 180 meters Scaled)
 CK1828
 CK1828                          SUPERSEDED SURVEY CONTROL
 CK1828
 CK1828  NGVD 29 (03/21/89)    1.770  (m)            5.81   (f) ADJUSTED    1 2
 CK1828
 CK1828.Superseded values are not recommended for survey control.
 CK1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1828.See file dsdata.txt to determine how the superseded data were derived.
 CK1828
 CK1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR621953(NAD 83)
 CK1828_MARKER: DJ = TIDAL STATION DISK
 CK1828_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1828_SP_SET: COPPER-CLAD STEEL ROD
 CK1828_STAMPING: E M NO 3 1975
 CK1828_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1828_ROD/PIPE-DEPTH: 12.2 meters
 CK1828
 CK1828  HISTORY     - Date     Condition        Report By
 CK1828  HISTORY     - 1975     MONUMENTED       NOS
 CK1828  HISTORY     - 1979     GOOD             NGS
 CK1828  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 CK1828  HISTORY     - 20050831 MARK NOT FOUND   SCGS
 CK1828
 CK1828                          STATION DESCRIPTION
 CK1828
 CK1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1828'7.5 MI SW FROM EDISTO ISLAND.
 CK1828'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT EDISTO
 CK1828'ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD, THENCE
 CK1828'1.1 MILES NORTH ALONG DOCK SITE ROAD TO A SHARP CURVE TO RIGHT, 148
 CK1828'YARDS SOUTH OF BENCH MARK TIDAL 2, 64.5 FT. SOUTH OF THE
 CK1828'CENTERLINE OF A SAND ROAD LEADING EAST, 26.3 FT. EAST-NORTHEAST OF
 CK1828'THE CENTERLINE OF THE ROAD, 13.4 FT. NORTH-NORTHWEST OF A 15-INDA
 CK1828'CEDAR TREE.
 CK1828
 CK1828                          STATION RECOVERY (1995)
 CK1828
 CK1828'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1828'MARK NOT FOUND.
 CK1828
 CK1828                          STATION RECOVERY (2005)
 CK1828
 CK1828'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK1828'AREA HAS BEEN DEVELOPED, REFERENCES NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1827 ***********************************************************************
 CK1827  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1827  DESIGNATION -  866 7676 TIDAL EM 4
 CK1827  PID         -  CK1827
 CK1827  STATE/COUNTY-  SC/COLLETON
 CK1827  USGS QUAD   -  EDISTO BEACH (1972)
 CK1827
 CK1827                         *CURRENT SURVEY CONTROL
 CK1827  ___________________________________________________________________
 CK1827* NAD 83(1986)-  32 29 35.     (N)    080 20 20.     (W)     SCALED    
 CK1827* NAVD 88     -         1.383  (meters)       4.54   (feet)  ADJUSTED  
 CK1827  ___________________________________________________________________
 CK1827  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 CK1827  DYNAMIC HT  -           1.382 (meters)       4.53  (feet)  COMP
 CK1827  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CK1827
 CK1827  VERT ORDER  -  FIRST     CLASS II
 CK1827
 CK1827.The horizontal coordinates were scaled from a topographic map and have
 CK1827.an estimated accuracy of +/- 6 seconds.
 CK1827
 CK1827.The orthometric height was determined by differential leveling
 CK1827.and adjusted by the National Geodetic Survey in June 1991..
 CK1827
 CK1827.This Tidal Bench Mark is designated as VM 4378
 CK1827.by the Center for Operational Oceanographic Products and Services.
 CK1827
 CK1827.The geoid height was determined by GEOID03.
 CK1827
 CK1827.The dynamic height is computed by dividing the NAVD 88
 CK1827.geopotential number by the normal gravity value computed on the
 CK1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1827.degrees latitude (g = 980.6199 gals.).
 CK1827
 CK1827.The modeled gravity was interpolated from observed gravity values.
 CK1827
 CK1827;                    North         East    Units  Estimated Accuracy
 CK1827;SPC SC       -    73,370.      671,730.      MT  (+/- 180 meters Scaled)
 CK1827
 CK1827                          SUPERSEDED SURVEY CONTROL
 CK1827
 CK1827  NGVD 29 (03/21/89)    1.675  (m)            5.50   (f) ADJUSTED    1 2
 CK1827
 CK1827.Superseded values are not recommended for survey control.
 CK1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1827.See file dsdata.txt to determine how the superseded data were derived.
 CK1827
 CK1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR621952(NAD 83)
 CK1827_MARKER: DJ = TIDAL STATION DISK
 CK1827_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1827_SP_SET: COPPER-CLAD STEEL ROD
 CK1827_STAMPING: E M NO 4 1975
 CK1827_MARK LOGO: NOS   
 CK1827_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1827_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1827_ROD/PIPE-DEPTH: 12.2 meters
 CK1827
 CK1827  HISTORY     - Date     Condition        Report By
 CK1827  HISTORY     - 1975     MONUMENTED       NOS
 CK1827  HISTORY     - 1979     GOOD             NGS
 CK1827  HISTORY     - 19920315 GOOD             SURTEC
 CK1827  HISTORY     - 20050831 MARK NOT FOUND   SCGS
 CK1827
 CK1827                          STATION DESCRIPTION
 CK1827
 CK1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1827'7.4 MI SW FROM EDISTO ISLAND.
 CK1827'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT EDISTO
 CK1827'ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD, THENCE
 CK1827'1.0 MILE NORTH ALONG DOCK SITE ROAD, 30.2 FT. NORTH OF THE CENTERLINE
 CK1827'OF THE ROAD, 120.1 FT. NORTHEAST OF AND ACROSS THE ROAD FROM POWER
 CK1827'POLE 237664, 37.5 FT. WEST OF THE CENTERLINE OF A SAND ROAD LEADING
 CK1827'NORTH.
 CK1827
 CK1827                          STATION RECOVERY (1992)
 CK1827
 CK1827'RECOVERY NOTE BY SUR-TECH INCORPORATED 1992
 CK1827'STATION IS LOCATED ON EDISTO BEACH. OWNERSHIP--SCDHPT,DIRECTOR OF
 CK1827'PRECONSTRUCTION, P. O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK1827'803-737-1350.
 CK1827'TO REACH THE STATION FROM THE WEST END OF THE US HIGHWAY 17 BRIDGE
 CK1827'(COOPER RIVER BRIDGE) OVER THE COOPER RIVER IN CHARLESTON,SC, GO WEST
 CK1827'SOUTHWEST ON HIGHWAY 17 FOR 25.6 MILES (41.2 KM) TO THE JUNCTION OF
 CK1827'STATE HIGHWAY 174, GO SOUTH ON HIGHWAY 174 FOR 21.55 MILES
 CK1827'(34.68 KM) TO THE JUNCTION OF JUNGLE ROAD (S-15-683), GO SOUTHWEST ON
 CK1827'JUNGLE ROAD FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF DOCK SITE ROAD,
 CK1827'GO NORTH ON DOCK SITE ROAD FOR 1.0 MILES (1.6 KM) TO THE JUNCTION OF
 CK1827'A DIRT ROAD RIGHT (FLOWERS ROAD) AND THE STATION ON RIGHT.
 CK1827'STATION IS A STANDARD DISK ON A STEEL ROD ENCASED IN A 4-INCH PVC PIPE
 CK1827'SURROUNDED BY CONCRETE FLUSH WITH THE GROUND, 37.5 FEET (11.4 M) WEST
 CK1827'OF THE CENTERLINE OF FLOWERS ROAD, 30.2 FEET (9.2 M) NORTH OF THE
 CK1827'CENTERLINE OF DOCK SITE ROAD, 11.9 FEET (3.6 M) WEST NORTHWEST OF A
 CK1827'POWER POLE NUMBER 275741 WITH TWO GUY ANCHORS, 11.4 FEET (3.5 M)
 CK1827'NORTHEAST OF THE NORTH CORNER OF AN UNDERGROUND TELEPHONE CABLE
 CK1827'JUNCTION BOX PROJECTING 6 FEET (1.8 M) ABOVE GROUND.
 CK1827
 CK1827                          STATION RECOVERY (2005)
 CK1827
 CK1827'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (RPM)
 CK1827'AREA HAS BEEN DEVELOPED, REFERENCES NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1822 ***********************************************************************
 CK1822  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1822  DESIGNATION -  866 7679 TIDAL CD 1
 CK1822  PID         -  CK1822
 CK1822  STATE/COUNTY-  SC/COLLETON
 CK1822  USGS QUAD   -  EDISTO BEACH (1972)
 CK1822
 CK1822                         *CURRENT SURVEY CONTROL
 CK1822  ___________________________________________________________________
 CK1822* NAD 83(1986)-  32 29 26.     (N)    080 19 27.     (W)     SCALED    
 CK1822* NAVD 88     -         1.536  (meters)       5.04   (feet)  ADJUSTED  
 CK1822  ___________________________________________________________________
 CK1822  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK1822  DYNAMIC HT  -           1.535 (meters)       5.04  (feet)  COMP
 CK1822  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CK1822
 CK1822  VERT ORDER  -  FIRST     CLASS II
 CK1822
 CK1822.The horizontal coordinates were scaled from a topographic map and have
 CK1822.an estimated accuracy of +/- 6 seconds.
 CK1822
 CK1822.The orthometric height was determined by differential leveling
 CK1822.and adjusted by the National Geodetic Survey in June 1991..
 CK1822
 CK1822.This Tidal Bench Mark is designated as VM 4379
 CK1822.by the Center for Operational Oceanographic Products and Services.
 CK1822
 CK1822.The geoid height was determined by GEOID03.
 CK1822
 CK1822.The dynamic height is computed by dividing the NAVD 88
 CK1822.geopotential number by the normal gravity value computed on the
 CK1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1822.degrees latitude (g = 980.6199 gals.).
 CK1822
 CK1822.The modeled gravity was interpolated from observed gravity values.
 CK1822
 CK1822;                    North         East    Units  Estimated Accuracy
 CK1822;SPC SC       -    73,100.      673,120.      MT  (+/- 180 meters Scaled)
 CK1822
 CK1822                          SUPERSEDED SURVEY CONTROL
 CK1822
 CK1822  NGVD 29 (03/21/89)    1.827  (m)            5.99   (f) ADJUSTED    1 2
 CK1822
 CK1822.Superseded values are not recommended for survey control.
 CK1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1822.See file dsdata.txt to determine how the superseded data were derived.
 CK1822
 CK1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR634950(NAD 83)
 CK1822_MARKER: DJ = TIDAL STATION DISK
 CK1822_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK1822_SP_SET: SLAB
 CK1822_STAMPING: C.D. NO. 1 1975
 CK1822_MARK LOGO: NOS   
 CK1822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1822+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 CK1822
 CK1822  HISTORY     - Date     Condition        Report By
 CK1822  HISTORY     - 1975     MONUMENTED       NOS
 CK1822  HISTORY     - 1979     GOOD             NGS
 CK1822  HISTORY     - 19950511 GOOD             USPSQD
 CK1822  HISTORY     - 19950920 GOOD             SCGS
 CK1822  HISTORY     - 20031216 GOOD             SCGS
 CK1822  HISTORY     - 20041018 GOOD             SCGS
 CK1822
 CK1822                          STATION DESCRIPTION
 CK1822
 CK1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1822'6.8 MI SW FROM EDISTO ISLAND.
 CK1822'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT EDISTO
 CK1822'ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD, THENCE
 CK1822'0.2 MILE NORTHWEST ALONG DOCK SITE ROAD, THENCE 0.15 MILE NORTH ALONG
 CK1822'A SAND ROAD TO FIRST HOUSE ON NORTHWEST SIDE OF ROAD, 64.4 FT. NORTH
 CK1822'OF BENCH MARK TIDAL 2, 13.2 FT. NORTHWEST OF THE NORTHWEST CORNER
 CK1822'OF A 2-STORY WOOD FRAME HOUSE, 1.5 FT. SOUTH-SOUTHEAST OF THE-
 CK1822'SOUTHEAST CORNER OF A CONCRETE BLOCK SUPPORT FOR A SUN DECK. DISK
 CK1822'SET FLUSH IN CONCRETE PORCH AT NORTHWEST CORNER OF HOUSE.
 CK1822'THE MARK IS 1 FT ABOVE LAWN.
 CK1822
 CK1822                          STATION RECOVERY (1995)
 CK1822
 CK1822'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1822'RECOVERED IN GOOD CONDITION.
 CK1822
 CK1822                          STATION RECOVERY (1995)
 CK1822
 CK1822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK1822'STATION IS LOCATED IN EDISTO BEACH.  OWNERSHIP--UNKNOWN.  TO REACH THE
 CK1822'STATION FROM THE JUNCTION OF STATE HIGHWAYS 164, 174 AND STATE ROAD 55
 CK1822'(WILLTOWN ROAD) , 1.0 MILES (1.6 KM) SOUTH OF ADAMS RUN, GO SOUTHEAST
 CK1822'ON HIGHWAY 174 FOR 16.65 MILES (26.79 KM) TO THE COLLETON COUNTY LINE,
 CK1822'CONTINUE ON HIGHWAY 174 FOR 1.25 MILES (2.01 KM) TO THE ENTRANCE OF
 CK1822'EDISTO BEACH STATE PARK, CONTINUE ON HIGHWAY 174 FOR 1.95 MILES (3.14
 CK1822'KM) TO THE JUNCTION OF STATE ROAD 684 (LYBRAND ROAD) , TURN RIGHT ON
 CK1822'ROAD 684 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 683
 CK1822'(JUNGLE ROAD) , CONTINUE ON ROAD 684 FOR 0.1 MILE (0.2 KM) TO A SAND
 CK1822'ROAD (SCOTT CREEK) , TURN RIGHT ON SCOTT CREEK FOR 0.15 MILE (0.24 KM)
 CK1822'TO THE STATION SET IN THE NORTHWEST CORNER OF A CONCRETE SLAB
 CK1822'SUPPORTING A TWO-STORY WOOD-SIDED HOUSE.  STATION IS A DRILL MARK IN A
 CK1822'CONCRETE SLAB, 13.2 FEET (4.0 M) NORTHWEST OF THE NORTHWEST CORNER OF
 CK1822'THE MAIN PART OF THE HOUSE, 1.5 FEET (0.5 M) SOUTH SOUTHEAST OF THE
 CK1822'SOUTHEAST CORNER OF THE CONCRETE BLOCK SUPPORT FOR THE SUN DECK, 64.3
 CK1822'FEET (19.6 M) NORTH NORTHWEST OF TIDAL BENCH MARK 866 7679 TIDAL CD 2.
 CK1822'RECOVERED BY R.W.  ROBERTS.
 CK1822
 CK1822                          STATION RECOVERY (2003)
 CK1822
 CK1822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK1822'RECOVERED AS DESCRIBED.
 CK1822
 CK1822                          STATION RECOVERY (2004)
 CK1822
 CK1822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1822'STATION IS LOCATED 1.0 MILE NORTH NORTHEAST OF EDISTO BEACH, 34.6
 CK1822'MILES SOUTHEAST OF  WALTERBORO. OWNERSHIP--KEITH KINARD, 3801 SCOTT
 CK1822'CREEK ROAD, EDISTO BEACH, SC  29438.  TO REACH THE STATION FROM THE
 CK1822'JUNCTION OF STATE HIGHWAYS 164, 174 AND STATE ROAD 55  (WILLTOWN
 CK1822'ROAD), 0.85 MILE SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174
 CK1822'FOR  15.2 MILES TO THE JUNCTION OF STATE ROADS 2247 (REDHOUSE ROAD)
 CK1822'RIGHT AND 2063 (LEGARE  ROAD) LEFT, CONTINUE ON HIGHWAY 174 FOR 2.6
 CK1822'MILES TO THE JUNCTION OF STATE ROAD 683  (JUNGLE ROAD), TURN RIGHT ON
 CK1822'ROAD 683 FOR 2.0 MILES TO THE JUNCTION OF STATE ROAD 684  (LYBRAND
 CK1822'ROAD), TURN RIGHT ON ROAD 684 FOR 0.2 MILE TO THE JUNCTION OF SCOTT
 CK1822'CREEK ROAD,  TURN RIGHT ON SCOTT CREEK ROAD FOR 0.1 MILE TO THE
 CK1822'STATION ON THE LEFT SET IN THE  WEST CORNER OF THE CONCRETE PATIO
 CK1822'BENEATH WOOD HOUSE NUMBER 3801. STATION IS A DISK SET IN A DRILL HOLE
 CK1822'IN THE PATIO FLOOR, 1.6 FEET SOUTHEAST OF THE  SOUTH CORNER OF A
 CK1822'CONCRETE BLOCK PILLAR, 0.8 FOOT EAST NORTHEAST OF THE WEST  EDGE OF
 CK1822'THE PATIO, 65.0 FEET NORTH NORTHWEST OF TIDAL BENCH MARK 866 7697
 CK1822'TIDAL  CD 2. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1821 ***********************************************************************
 CK1821  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1821  DESIGNATION -  866 7679 TIDAL CD 2
 CK1821  PID         -  CK1821
 CK1821  STATE/COUNTY-  SC/COLLETON
 CK1821  USGS QUAD   -  EDISTO BEACH (1972)
 CK1821
 CK1821                         *CURRENT SURVEY CONTROL
 CK1821  ___________________________________________________________________
 CK1821* NAD 83(1986)-  32 29 26.     (N)    080 19 27.     (W)     SCALED    
 CK1821* NAVD 88     -         1.440  (meters)       4.72   (feet)  ADJUSTED  
 CK1821  ___________________________________________________________________
 CK1821  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK1821  DYNAMIC HT  -           1.438 (meters)       4.72  (feet)  COMP
 CK1821  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CK1821
 CK1821  VERT ORDER  -  FIRST     CLASS II
 CK1821
 CK1821.The horizontal coordinates were scaled from a topographic map and have
 CK1821.an estimated accuracy of +/- 6 seconds.
 CK1821
 CK1821.The orthometric height was determined by differential leveling
 CK1821.and adjusted by the National Geodetic Survey in September 1998..
 CK1821
 CK1821.This Tidal Bench Mark is designated as VM 4380
 CK1821.by the Center for Operational Oceanographic Products and Services.
 CK1821
 CK1821.The geoid height was determined by GEOID03.
 CK1821
 CK1821.The dynamic height is computed by dividing the NAVD 88
 CK1821.geopotential number by the normal gravity value computed on the
 CK1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1821.degrees latitude (g = 980.6199 gals.).
 CK1821
 CK1821.The modeled gravity was interpolated from observed gravity values.
 CK1821
 CK1821;                    North         East    Units  Estimated Accuracy
 CK1821;SPC SC       -    73,100.      673,120.      MT  (+/- 180 meters Scaled)
 CK1821
 CK1821                          SUPERSEDED SURVEY CONTROL
 CK1821
 CK1821  NAVD 88 (06/15/91)    1.445  (m)            4.74   (f) UNKNOWN     1 2
 CK1821  NGVD 29 (03/21/89)    1.736  (m)            5.70   (f) ADJUSTED    1 2
 CK1821
 CK1821.Superseded values are not recommended for survey control.
 CK1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1821.See file dsdata.txt to determine how the superseded data were derived.
 CK1821
 CK1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR634950(NAD 83)
 CK1821_MARKER: DJ = TIDAL STATION DISK
 CK1821_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1821_SP_SET: COPPER-CLAD STEEL ROD
 CK1821_STAMPING: C.D. NO. 2 1975
 CK1821_MARK LOGO: NOS   
 CK1821_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1821+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 CK1821_ROD/PIPE-DEPTH: 12.2 meters
 CK1821
 CK1821  HISTORY     - Date     Condition        Report By
 CK1821  HISTORY     - 1975     MONUMENTED       NOS
 CK1821  HISTORY     - 1979     GOOD             NGS
 CK1821  HISTORY     - 19950511 POOR             USPSQD
 CK1821  HISTORY     - 19950920 GOOD             SCGS
 CK1821  HISTORY     - 20041018 GOOD             SCGS
 CK1821
 CK1821                          STATION DESCRIPTION
 CK1821
 CK1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1821'6.8 MI SW FROM EDISTO BEACH.
 CK1821'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1821'EDISTO ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD,
 CK1821'THENCE 0.2 MILE NORTHWEST ALONG DOCK SITE ROAD, THENCE 0.15 MILE NORTH
 CK1821'ALONG A SAND ROAD TO THE FIRST HOUSE ON NORTHWEST SIDE OF THE ROAD,
 CK1821'114.5 FT. NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 64.4 FT.
 CK1821'SOUTH OF BENCH MARK TIDAL 1, 17.1 FT. SOUTH OF THE SOUTHWEST
 CK1821'CORNER OF A 2-STORY WOOD FRAME HOUSE, 15.2 FT. WEST OF THE SOUTHWEST
 CK1821'CORNER OF A CONCRETE SLAB AT THE GARAGE ENTRANCE.
 CK1821
 CK1821                          STATION RECOVERY (1995)
 CK1821
 CK1821'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1821'MARK RECOVERED IN POOR CONDITION.
 CK1821
 CK1821                          STATION RECOVERY (1995)
 CK1821
 CK1821'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK1821'STATION IS LOCATED IN EDISTO BEACH.  OWNERSHIP--UNKNOWN.  TO REACH THE
 CK1821'STATION FROM THE JUNCTION OF STATE HIGHWAYS 164, 174 AND STATE ROAD 55
 CK1821'(WILLTOWN ROAD) , 1.0 MILES (1.6 KM) SOUTH OF ADAMS RUN, GO SOUTHEAST
 CK1821'ON HIGHWAY 174 FOR 16.65 MILES (26.79 KM) TO THE COLLETON COUNTY LINE,
 CK1821'CONTINUE ON HIGHWAY 174 FOR 1.25 MILES (2.01 KM) TO THE ENTRANCE OF
 CK1821'EDISTO BEACH STATE PARK, CONTINUE ON HIGHWAY 174 FOR 1.95 MILES (3.14
 CK1821'KM) TO THE JUNCTION OF STATE ROAD 684 (LYBRAND ROAD) , TURN RIGHT ON
 CK1821'ROAD 684 FOR 0.3 MILE (0.5 KM) TO SCOTT CREEK, TURN RIGHT ON SCOTT
 CK1821'CREEK FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT AT THE
 CK1821'SOUTHWEST CORNER OF A HOUSE.  STATION IS A DISK ATTACHED TO A
 CK1821'STAINLESS STEEL ROD PROJECTING 0.1 FOOT (3.0 CM) AND LEVEL WITH THE
 CK1821'SAND ROAD, 112.1 FEET (34.2 M) NORTHWEST OF THE CENTER OF THE SAND
 CK1821'ROAD, 64.3 FEET (19.6 M) SOUTH SOUTHEAST OF TIDAL BENCH MARK 866 7679
 CK1821'TIDAL CD 1, 12.3 FEET (3.7 M) SOUTH OF THE SOUTHWEST CORNER OF A
 CK1821'CONCRETE SLAB SUPPORTING HOUSE, 15.3 FEET (4.7 M) WEST SOUTHWEST OF
 CK1821'THE WEST EDGE OF THE WEST CONCRETE GARAGE ENTRANCE.  RECOVERED BY R.W.
 CK1821'ROBERTS.
 CK1821
 CK1821                          STATION RECOVERY (2004)
 CK1821
 CK1821'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1821'STATION IS LOCATED 1.0 MILE NORTH NORTHEAST OF EDISTO BEACH, 34.6
 CK1821'MILES SOUTHEAST OF  WALTERBORO. OWNERSHIP--KEITH KINARD, 3801 SCOTT
 CK1821'CREEK ROAD, EDISTO BEACH, SC  29438.  TO REACH THE STATION FROM THE
 CK1821'JUNCTION OF STATE HIGHWAYS 164, 174 AND STATE ROAD 55  (WILLTOWN
 CK1821'ROAD), 0.85 MILE SOUTH OF ADAMS RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174
 CK1821'FOR  15.2 MILES TO THE JUNCTION OF STATE ROADS 2247 (REDHOUSE ROAD)
 CK1821'RIGHT AND 2063 (LEGARE  ROAD) LEFT, CONTINUE ON HIGHWAY 174 FOR 2.6
 CK1821'MILES TO THE JUNCTION OF STATE ROAD 683  (JUNGLE ROAD), TURN RIGHT ON
 CK1821'ROAD 683 FOR 2.0 MILES TO THE JUNCTION OF STATE ROAD 684  (LYBRAND
 CK1821'ROAD), TURN RIGHT ON ROAD 684 FOR 0.2 MILE TO THE JUNCTION OF SCOTT
 CK1821'CREEK ROAD, TURN RIGHT ON SCOTT CREEK ROAD FOR 0.1 MILE TO THE STATION
 CK1821'ON THE  LEFT NEAR THE SOUTH CORNER OF A WOOD HOUSE NUMBER 3801.
 CK1821'STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD PROJECTING 0.2
 CK1821'FOOT AND LEVEL WITH  THE ROAD, 112.0 FEET NORTH NORTHWEST OF THE
 CK1821'CENTER OF THE ROAD, 65.0 FEET SOUTH  SOUTHEAST OF TIDAL BENCH MARK 866
 CK1821'7679 TIDAL CD 1, 15.0 FEET WEST SOUTHWEST OF THE SOUTH  CORNER OF THE
 CK1821'WEST CONCRETE DRIVEWAY. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1825 ***********************************************************************
 CK1825  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1825  DESIGNATION -  866 7679 TIDAL CD 3
 CK1825  PID         -  CK1825
 CK1825  STATE/COUNTY-  SC/COLLETON
 CK1825  USGS QUAD   -  EDISTO BEACH (1972)
 CK1825
 CK1825                         *CURRENT SURVEY CONTROL
 CK1825  ___________________________________________________________________
 CK1825* NAD 83(1986)-  32 29 22.     (N)    080 19 32.     (W)     SCALED    
 CK1825* NAVD 88     -         1.780  (meters)       5.84   (feet)  ADJUSTED  
 CK1825  ___________________________________________________________________
 CK1825  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK1825  DYNAMIC HT  -           1.778 (meters)       5.83  (feet)  COMP
 CK1825  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CK1825
 CK1825  VERT ORDER  -  FIRST     CLASS II
 CK1825
 CK1825.The horizontal coordinates were scaled from a topographic map and have
 CK1825.an estimated accuracy of +/- 6 seconds.
 CK1825
 CK1825.The orthometric height was determined by differential leveling
 CK1825.and adjusted by the National Geodetic Survey in June 1991..
 CK1825
 CK1825.This Tidal Bench Mark is designated as VM 4381
 CK1825.by the Center for Operational Oceanographic Products and Services.
 CK1825
 CK1825.The geoid height was determined by GEOID03.
 CK1825
 CK1825.The dynamic height is computed by dividing the NAVD 88
 CK1825.geopotential number by the normal gravity value computed on the
 CK1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1825.degrees latitude (g = 980.6199 gals.).
 CK1825
 CK1825.The modeled gravity was interpolated from observed gravity values.
 CK1825
 CK1825;                    North         East    Units  Estimated Accuracy
 CK1825;SPC SC       -    72,970.      672,990.      MT  (+/- 180 meters Scaled)
 CK1825
 CK1825                          SUPERSEDED SURVEY CONTROL
 CK1825
 CK1825  NGVD 29 (03/21/89)    2.071  (m)            6.79   (f) ADJUSTED    1 2
 CK1825
 CK1825.Superseded values are not recommended for survey control.
 CK1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1825.See file dsdata.txt to determine how the superseded data were derived.
 CK1825
 CK1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR633948(NAD 83)
 CK1825_MARKER: DJ = TIDAL STATION DISK
 CK1825_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1825_SP_SET: COPPER-CLAD STEEL ROD
 CK1825_STAMPING: C D NO 3 1975
 CK1825_PROJECTION: FLUSH
 CK1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1825_ROD/PIPE-DEPTH: 12.2 meters
 CK1825
 CK1825  HISTORY     - Date     Condition        Report By
 CK1825  HISTORY     - 1975     MONUMENTED       NOS
 CK1825  HISTORY     - 1979     GOOD             NGS
 CK1825  HISTORY     - 19950511 POOR             USPSQD
 CK1825  HISTORY     - 20041019 MARK NOT FOUND   SCGS
 CK1825
 CK1825                          STATION DESCRIPTION
 CK1825
 CK1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1825'6.8 MI SW FROM EDISTO ISLAND.
 CK1825'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1825'EDISTO ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD,
 CK1825'THENCE 0.3 MILE NORTHWEST ALONG DOCK SITE ROAD, 168.0 FT. NORTH OF AND
 CK1825'ACROSS THE HIGHWAY FROM BENCH MARK TIDAL 4, 84.5 FT. NORTHEAST
 CK1825'OF THE CENTERLINE OF THE ROAD, 38.6 FT. SOUTHEAST OF POWER POLE
 CK1825'145841, 12.0 FT. SOUTHWEST OF THE WEST CORNER OF A ONE STORY CONCRETE
 CK1825'BLOCK BUILDING.
 CK1825'THE MARK IS 4 FT  NNW FROM A WITNESS POST.
 CK1825
 CK1825                          STATION RECOVERY (1995)
 CK1825
 CK1825'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1825'MARK RECOVERED IN POOR CONDITION.
 CK1825
 CK1825                          STATION RECOVERY (2004)
 CK1825
 CK1825'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1825'NOT RECOVERED, EXISTING MEASUREMENTS LED TO A LANDSCAPED AREA,
 CK1825'SEARCHED 15 MINUTES  WITH NO RESULTS. RECOVERY BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1824 ***********************************************************************
 CK1824  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1824  DESIGNATION -  866 7679 TIDAL CD 4
 CK1824  PID         -  CK1824
 CK1824  STATE/COUNTY-  SC/COLLETON
 CK1824  USGS QUAD   -  EDISTO BEACH (1972)
 CK1824
 CK1824                         *CURRENT SURVEY CONTROL
 CK1824  ___________________________________________________________________
 CK1824* NAD 83(1986)-  32 29 21.     (N)    080 19 33.     (W)     SCALED    
 CK1824* NAVD 88     -         1.452  (meters)       4.76   (feet)  ADJUSTED  
 CK1824  ___________________________________________________________________
 CK1824  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK1824  DYNAMIC HT  -           1.450 (meters)       4.76  (feet)  COMP
 CK1824  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 CK1824
 CK1824  VERT ORDER  -  FIRST     CLASS II
 CK1824
 CK1824.The horizontal coordinates were scaled from a topographic map and have
 CK1824.an estimated accuracy of +/- 6 seconds.
 CK1824
 CK1824.The orthometric height was determined by differential leveling
 CK1824.and adjusted by the National Geodetic Survey in January 2006..
 CK1824
 CK1824.This Tidal Bench Mark is designated as VM 4382
 CK1824.by the Center for Operational Oceanographic Products and Services.
 CK1824
 CK1824.The geoid height was determined by GEOID03.
 CK1824
 CK1824.The dynamic height is computed by dividing the NAVD 88
 CK1824.geopotential number by the normal gravity value computed on the
 CK1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1824.degrees latitude (g = 980.6199 gals.).
 CK1824
 CK1824.The modeled gravity was interpolated from observed gravity values.
 CK1824
 CK1824;                    North         East    Units  Estimated Accuracy
 CK1824;SPC SC       -    72,940.      672,960.      MT  (+/- 180 meters Scaled)
 CK1824
 CK1824                          SUPERSEDED SURVEY CONTROL
 CK1824
 CK1824  NAVD 88 (06/15/91)    1.455  (m)            4.77   (f) UNKNOWN     1 2
 CK1824  NGVD 29 (04/23/92)    1.747  (m)            5.73   (f) ADJUSTED    1 2
 CK1824
 CK1824.Superseded values are not recommended for survey control.
 CK1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1824.See file dsdata.txt to determine how the superseded data were derived.
 CK1824
 CK1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR633948(NAD 83)
 CK1824_MARKER: DJ = TIDAL STATION DISK
 CK1824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1824_SP_SET: COPPER-CLAD STEEL ROD
 CK1824_STAMPING: C.D. NO. 4 1975
 CK1824_MARK LOGO: NOS   
 CK1824_PROJECTION: RECESSED 5 CENTIMETERS
 CK1824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1824+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 CK1824_ROD/PIPE-DEPTH: 12.2 meters
 CK1824
 CK1824  HISTORY     - Date     Condition        Report By
 CK1824  HISTORY     - 1975     MONUMENTED       NOS
 CK1824  HISTORY     - 1979     GOOD             NGS
 CK1824  HISTORY     - 19880301 GOOD             SCGS
 CK1824  HISTORY     - 19950511 GOOD             USPSQD
 CK1824  HISTORY     - 20041019 GOOD             SCGS
 CK1824
 CK1824                          STATION DESCRIPTION
 CK1824
 CK1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1824'6.6 MI SW FROM EDISTO BEACH.
 CK1824'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1824'EDISTO ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD,
 CK1824'THENCE 0.2 MILE NORTHWEST ALONG DOCK SITE ROAD, 194.0 FT. NORTHWEST OF
 CK1824'BENCH MARK TIDAL 5, 168.0 FT. SOUTH OF AND ACROSS THE ROAD FROM
 CK1824'BENCH MARK TIDAL 3, 28.5 FT. SOUTHWEST OF THE CENTERLINE OF THE
 CK1824'ROAD, 6.5 FT. WEST OF POWER POLE 95971.
 CK1824'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 CK1824
 CK1824                          STATION RECOVERY (1988)
 CK1824
 CK1824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK1824'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1824'EDISTO ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD,
 CK1824'THENCE 0.2 MILE NORTHWEST ALONG DOCK SITE ROAD, 194.0 FT. NORTHWEST OF
 CK1824'BENCH MARK TIDAL 5, 168.0 FT. SOUTH OF AND ACROSS THE ROAD FROM
 CK1824'BENCH MARK TIDAL 3, 28.5 FT. SOUTHWEST OF THE CENTERLINE OF THE
 CK1824'ROAD, 6.5 FT. WEST OF POWER POLE 95971.
 CK1824
 CK1824                          STATION RECOVERY (1995)
 CK1824
 CK1824'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1824'RECOVERED IN GOOD CONDITION.
 CK1824
 CK1824                          STATION RECOVERY (2004)
 CK1824
 CK1824'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1824'STATION IS LOCATED 1.0 MILE NORTH NORTHEAST OF EDISTO BEACH, 34.6
 CK1824'MILES SOUTHEAST OF  WALTERBORO. OWNERSHIP--SCDOT, DIRECTOR OF
 CK1824'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 CK1824'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK1824'164, 174 AND STATE ROAD 55  (WILLTOWN ROAD), 0.85 MILE SOUTH OF ADAMS
 CK1824'RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR  15.2 MILES TO THE JUNCTION
 CK1824'OF STATE ROADS 2247 (REDHOUSE ROAD) RIGHT AND 2063 (LEGARE  ROAD)
 CK1824'LEFT, CONTINUE ON HIGHWAY 174 FOR 2.6 MILES TO THE JUNCTION OF STATE
 CK1824'ROAD 683  (JUNGLE ROAD), TURN RIGHT ON ROAD 683 FOR 2.0 MILES TO THE
 CK1824'JUNCTION OF STATE ROAD 684  (LYBRAND ROAD), TURN RIGHT ON ROAD 684 FOR
 CK1824'0.25 MILE TO THE STATION ON THE LEFT NEAR A  POWER POLE. STATION IS A
 CK1824'DISK ATTACHED TO A COPPER-CLAD ROD RECESSED 0.2 FOOT AND 0.5 FOOT
 CK1824'BELOW THE ROAD, 30.0 FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 CK1824'2.8 FEET  SOUTHWEST OF THE SOUTHEAST END OF A SPLIT RAIL FENCE, 6.2
 CK1824'FEET WEST OF THE  POWER POLE WITH A SCGS REFERENCE WASHER AND A
 CK1824'TRANSFORMER, 26.7 FEET  NORTH NORTHWEST OF THE NORTH EDGE OF A
 CK1824'CONCRETE DRIVEWAY FOR VINYL-SIDED  HOUSE NUMBER 3906, 7.5 FEET WEST
 CK1824'NORTHWEST OF A TELEPHONE JUNCTION BOX  NUMBER 3, 6.8 FEET SOUTH OF THE
 CK1824'SOUTH CORNER OF A METAL WATER METER COVER. RECOVERED BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1820 ***********************************************************************
 CK1820  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1820  DESIGNATION -  866 7679 TIDAL CD 5
 CK1820  PID         -  CK1820
 CK1820  STATE/COUNTY-  SC/COLLETON
 CK1820  USGS QUAD   -  EDISTO BEACH (1972)
 CK1820
 CK1820                         *CURRENT SURVEY CONTROL
 CK1820  ___________________________________________________________________
 CK1820* NAD 83(1986)-  32 29 20.     (N)    080 19 31.     (W)     SCALED    
 CK1820* NAVD 88     -         1.678  (meters)       5.51   (feet)  ADJUSTED  
 CK1820  ___________________________________________________________________
 CK1820  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CK1820  DYNAMIC HT  -           1.676 (meters)       5.50  (feet)  COMP
 CK1820  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CK1820
 CK1820  VERT ORDER  -  FIRST     CLASS II
 CK1820
 CK1820.The horizontal coordinates were scaled from a topographic map and have
 CK1820.an estimated accuracy of +/- 6 seconds.
 CK1820
 CK1820.The orthometric height was determined by differential leveling
 CK1820.and adjusted by the National Geodetic Survey in June 1991..
 CK1820
 CK1820.This Tidal Bench Mark is designated as VM 4383
 CK1820.by the Center for Operational Oceanographic Products and Services.
 CK1820
 CK1820.The geoid height was determined by GEOID03.
 CK1820
 CK1820.The dynamic height is computed by dividing the NAVD 88
 CK1820.geopotential number by the normal gravity value computed on the
 CK1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1820.degrees latitude (g = 980.6199 gals.).
 CK1820
 CK1820.The modeled gravity was interpolated from observed gravity values.
 CK1820
 CK1820;                    North         East    Units  Estimated Accuracy
 CK1820;SPC SC       -    72,910.      673,020.      MT  (+/- 180 meters Scaled)
 CK1820
 CK1820                          SUPERSEDED SURVEY CONTROL
 CK1820
 CK1820  NGVD 29 (03/21/89)    1.970  (m)            6.46   (f) ADJUSTED    1 2
 CK1820
 CK1820.Superseded values are not recommended for survey control.
 CK1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1820.See file dsdata.txt to determine how the superseded data were derived.
 CK1820
 CK1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR633948(NAD 83)
 CK1820_MARKER: DJ = TIDAL STATION DISK
 CK1820_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK1820_SP_SET: COPPER-CLAD STEEL ROD
 CK1820_STAMPING: C.D. NO. 5 1975
 CK1820_MARK LOGO: NOS   
 CK1820_PROJECTION: FLUSH
 CK1820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1820+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 CK1820_ROD/PIPE-DEPTH: 12.2 meters
 CK1820
 CK1820  HISTORY     - Date     Condition        Report By
 CK1820  HISTORY     - 1975     MONUMENTED       NOS
 CK1820  HISTORY     - 1979     GOOD             NGS
 CK1820  HISTORY     - 19950511 POOR             USPSQD
 CK1820  HISTORY     - 20041018 POOR             SCGS
 CK1820
 CK1820                          STATION DESCRIPTION
 CK1820
 CK1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1820'6.8 MI SW FROM EDISTO ISLAND.
 CK1820'4.3 MILES SOUTH ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 CK1820'EDISTO ISLAND, THENCE 2.1 MILES SOUTHWEST ALONG JUNGLE SHORES ROAD,
 CK1820'THENCE 0.2 MILE NORTHWEST ALONG DOCK SITE ROAD, 194.0 FT. SOUTHEAST
 CK1820'OF BENCH MARK TIDAL 4, 63.1 FT. WEST OF AND ACROSS THE ROAD FROM
 CK1820'THE SOUTH CORNER OF A WOOD SLAT FENCE, 26.2 FT. SOUTHWEST OF THE
 CK1820'CENTERLINE OF THE ROAD, 5.8 FT. NORTHWEST OF POWER POLE 111641.
 CK1820'THE MARK IS 4 FT  SE FROM A WITNESS POST.
 CK1820
 CK1820                          STATION RECOVERY (1995)
 CK1820
 CK1820'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK1820'MARK RECOVERED IN POOR CONDITION.
 CK1820
 CK1820                          STATION RECOVERY (2004)
 CK1820
 CK1820'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 CK1820'STATION IS LOCATED 1.0 MILES NORTH NORTHEAST OF EDISTO BEACH, 34.6
 CK1820'MILES SOUTHEAST OF  WALTERBORO. OWNERSHIP--SCDOT, DIRECTOR OF
 CK1820'PRECONSTRUCTION, P.O. BOX 191,  COLUMBIA, SC 29202, PHONE
 CK1820'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CK1820'164, 174 AND STATE ROAD 55  (WILLTOWN ROAD), 0.85 MILE SOUTH OF ADAMS
 CK1820'RUN, GO SOUTH SOUTHEAST ON HIGHWAY 174 FOR  15.2 MILES TO THE JUNCTION
 CK1820'OF STATE ROADS 2247 (REDHOUSE ROAD) RIGHT AND 2063 (LEGARE  ROAD)
 CK1820'LEFT, CONTINUE ON HIGHWAY 174 FOR 2.6 MILES TO THE JUNCTION OF STATE
 CK1820'ROAD 683  (JUNGLE ROAD), TURN RIGHT ON ROAD 683 FOR 2.0 MILES TO THE
 CK1820'JUNCTION OF STATE ROAD 684  (LYBRAND ROAD), TURN RIGHT ON ROAD 684 FOR
 CK1820'0.2 MILE TO THE STATION ON THE LEFT NEAR A  POWER POLE. STATION IS A
 CK1820'DISK ATTACHED TO A COPPER-CLAD ROD FLUSH WITH THE GROUND AND LEVEL
 CK1820'WITH  THE ROAD, 26.8 FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD,
 CK1820'6.2 FEET NORTHWEST OF  THE POWER POLE NUMBER 75/111641, 5.3 FEET
 CK1820'NORTHWEST OF A TELEPHONE JUNCTION BOX P-2/LS,  73.2 FEET WEST
 CK1820'NORTHWEST OF A FIRE HYDRANT, 3.0 FEET SOUTHEAST OF A 1.5-FOOT CEDAR
 CK1820'TREE,  109.0 FEET NORTH NORTHWEST OF THE EXTENDED CENTER OF SCOTT
 CK1820'CREEK DRIVE. NOTE-STATION IS LEANING BADLY, AN ATTEMPT WAS MADE TO
 CK1820'CLEAR THE CEDAR ROOTS FROM  THE STATION TO NO AVAIL, THIS STATION IS
 CK1820'NOT USEABLE AND THE ELEVATION IS NOT ACCURATE. RECOVERED BY R.P.
 CK1820'MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2393 ***********************************************************************
 CK2393  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2393  DESIGNATION -  866 7733 A TIDAL
 CK2393  PID         -  CK2393
 CK2393  STATE/COUNTY-  SC/BEAUFORT
 CK2393  USGS QUAD   -  FROGMORE (1956)
 CK2393
 CK2393                         *CURRENT SURVEY CONTROL
 CK2393  ___________________________________________________________________
 CK2393* NAD 83(1986)-  32 29 05.     (N)    080 36 01.     (W)     SCALED    
 CK2393* NAVD 88     -         1.900  (meters)       6.23   (feet)  ADJUSTED  
 CK2393  ___________________________________________________________________
 CK2393  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2393  DYNAMIC HT  -           1.898 (meters)       6.23  (feet)  COMP
 CK2393  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 CK2393
 CK2393  VERT ORDER  -  FIRST     CLASS II
 CK2393
 CK2393.The horizontal coordinates were scaled from a topographic map and have
 CK2393.an estimated accuracy of +/- 6 seconds.
 CK2393
 CK2393.The orthometric height was determined by differential leveling
 CK2393.and adjusted by the National Geodetic Survey in June 1991..
 CK2393
 CK2393.This Tidal Bench Mark is designated as VM 4384
 CK2393.by the Center for Operational Oceanographic Products and Services.
 CK2393
 CK2393.The geoid height was determined by GEOID03.
 CK2393
 CK2393.The dynamic height is computed by dividing the NAVD 88
 CK2393.geopotential number by the normal gravity value computed on the
 CK2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2393.degrees latitude (g = 980.6199 gals.).
 CK2393
 CK2393.The modeled gravity was interpolated from observed gravity values.
 CK2393
 CK2393;                    North         East    Units  Estimated Accuracy
 CK2393;SPC SC       -    72,320.      647,170.      MT  (+/- 180 meters Scaled)
 CK2393
 CK2393                          SUPERSEDED SURVEY CONTROL
 CK2393
 CK2393  NGVD 29 (03/21/89)    2.182  (m)            7.16   (f) ADJUSTED    1 2
 CK2393
 CK2393.Superseded values are not recommended for survey control.
 CK2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2393.See file dsdata.txt to determine how the superseded data were derived.
 CK2393
 CK2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR375942(NAD 83)
 CK2393_MARKER: DJ = TIDAL STATION DISK
 CK2393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2393_SP_SET: STAINLESS STEEL ROD
 CK2393_STAMPING: 7733 A 1977
 CK2393_MARK LOGO: NOS   
 CK2393_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2393+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 CK2393_ROD/PIPE-DEPTH: 6.40 meters
 CK2393
 CK2393  HISTORY     - Date     Condition        Report By
 CK2393  HISTORY     - 1977     MONUMENTED       NOS
 CK2393  HISTORY     - 1982     GOOD             SCGS
 CK2393  HISTORY     - 20020616 GOOD             USPSQD
 CK2393  HISTORY     - 20051123 GOOD             USPSQD
 CK2393
 CK2393                          STATION DESCRIPTION
 CK2393
 CK2393'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2393'10.6 KM (6.6 MI) NE FROM BEAUFORT.
 CK2393'10.3 KILOMETERS (6.4 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2393'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 0.3
 CK2393'KILOMETER (0.2 MILE) SOUTHEAST ALONG COUNTY ROAD S-7-264, SET ON THE
 CK2393'NORTH SIDE OF A BRIDGE, NEAR A POWER POLE, AT THE ENTRANCE TO A
 CK2393'SEAFOOD BUILDING, 31.4 METERS (103.0 FEET) NORTH-NORTHEAST OF THE
 CK2393'NORTHEAST END OF THE BRIDGE, 17.2 METERS (56.6 FEET) WEST-NORTHWEST OF
 CK2393'THE WEST CORNER OF THE SEAFOOD BUILDING, 18.0 METERS (59.0 FEET)
 CK2393'SOUTH-SOUTHEAST OF A WATER PUMP (ELECTRIC), 2.7 METERS (9.0 FEET) WEST
 CK2393'OF POWER POLE NUMBER 188868.
 CK2393'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2393
 CK2393                          STATION RECOVERY (2002)
 CK2393
 CK2393'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2393'RECOVERED IN GOOD CONDITION.
 CK2393
 CK2393                          STATION RECOVERY (2005)
 CK2393
 CK2393'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2392 ***********************************************************************
 CK2392  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2392  DESIGNATION -  866 7733 B TIDAL
 CK2392  PID         -  CK2392
 CK2392  STATE/COUNTY-  SC/BEAUFORT
 CK2392  USGS QUAD   -  FROGMORE (1956)
 CK2392
 CK2392                         *CURRENT SURVEY CONTROL
 CK2392  ___________________________________________________________________
 CK2392* NAD 83(1986)-  32 29 05.     (N)    080 36 01.     (W)     SCALED    
 CK2392* NAVD 88     -         2.840  (meters)       9.32   (feet)  ADJUSTED  
 CK2392  ___________________________________________________________________
 CK2392  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2392  DYNAMIC HT  -           2.837 (meters)       9.31  (feet)  COMP
 CK2392  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 CK2392
 CK2392  VERT ORDER  -  FIRST     CLASS II
 CK2392
 CK2392.The horizontal coordinates were scaled from a topographic map and have
 CK2392.an estimated accuracy of +/- 6 seconds.
 CK2392
 CK2392.The orthometric height was determined by differential leveling
 CK2392.and adjusted by the National Geodetic Survey in June 1991..
 CK2392
 CK2392.This Tidal Bench Mark is designated as VM 4385
 CK2392.by the Center for Operational Oceanographic Products and Services.
 CK2392
 CK2392.The geoid height was determined by GEOID03.
 CK2392
 CK2392.The dynamic height is computed by dividing the NAVD 88
 CK2392.geopotential number by the normal gravity value computed on the
 CK2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2392.degrees latitude (g = 980.6199 gals.).
 CK2392
 CK2392.The modeled gravity was interpolated from observed gravity values.
 CK2392
 CK2392;                    North         East    Units  Estimated Accuracy
 CK2392;SPC SC       -    72,320.      647,170.      MT  (+/- 180 meters Scaled)
 CK2392
 CK2392                          SUPERSEDED SURVEY CONTROL
 CK2392
 CK2392  NGVD 29 (03/21/89)    3.123  (m)           10.25   (f) ADJUSTED    1 2
 CK2392
 CK2392.Superseded values are not recommended for survey control.
 CK2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2392.See file dsdata.txt to determine how the superseded data were derived.
 CK2392
 CK2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR375942(NAD 83)
 CK2392_MARKER: DJ = TIDAL STATION DISK
 CK2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2392_SP_SET: CONCRETE POST
 CK2392_STAMPING: 7733 B 1977
 CK2392_MARK LOGO: NOS   
 CK2392_PROJECTION: FLUSH
 CK2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2392+STABILITY: SURFACE MOTION
 CK2392
 CK2392  HISTORY     - Date     Condition        Report By
 CK2392  HISTORY     - 1977     MONUMENTED       NOS
 CK2392  HISTORY     - 1982     GOOD             SCGS
 CK2392  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2392
 CK2392                          STATION DESCRIPTION
 CK2392
 CK2392'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2392'10.6 KM (6.6 MI) NE FROM BEAUFORT.
 CK2392'10.3 KILOMETERS (6.4 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2392'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 0.3
 CK2392'KILOMETER (0.2 MILE) SOUTHEAST ALONG COUNTY ROAD S-7-264, SET NEAR A
 CK2392'80-INCH OAK TREE, AT THE END OF PAVEMENT, 26.8 METERS (88.0 FEET)
 CK2392'WEST-NORTHWEST OF A WATER PUMP (ELECTRIC), 43.0 METERS (141.0 FEET)
 CK2392'NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 802, 4.3 METERS
 CK2392'(14.3 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD S-7-264,
 CK2392'3.0 METERS (10.0 FEET) NORTHWEST OF AN 80-INCH OAK TREE.
 CK2392'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2392
 CK2392                          STATION RECOVERY (2002)
 CK2392
 CK2392'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2392'NOT FOUND.  SEARCHED NEAR SEVERAL LARGE OAK TREES AT SAMS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2394 ***********************************************************************
 CK2394  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2394  DESIGNATION -  866 7733 C TIDAL
 CK2394  PID         -  CK2394
 CK2394  STATE/COUNTY-  SC/BEAUFORT
 CK2394  USGS QUAD   -  FROGMORE (1956)
 CK2394
 CK2394                         *CURRENT SURVEY CONTROL
 CK2394  ___________________________________________________________________
 CK2394* NAD 83(1986)-  32 29 06.     (N)    080 36 01.     (W)     SCALED    
 CK2394* NAVD 88     -         2.795  (meters)       9.17   (feet)  ADJUSTED  
 CK2394  ___________________________________________________________________
 CK2394  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2394  DYNAMIC HT  -           2.792 (meters)       9.16  (feet)  COMP
 CK2394  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 CK2394
 CK2394  VERT ORDER  -  FIRST     CLASS II
 CK2394
 CK2394.The horizontal coordinates were scaled from a topographic map and have
 CK2394.an estimated accuracy of +/- 6 seconds.
 CK2394
 CK2394.The orthometric height was determined by differential leveling
 CK2394.and adjusted by the National Geodetic Survey in June 1991..
 CK2394
 CK2394.This Tidal Bench Mark is designated as VM 4386
 CK2394.by the Center for Operational Oceanographic Products and Services.
 CK2394
 CK2394.The geoid height was determined by GEOID03.
 CK2394
 CK2394.The dynamic height is computed by dividing the NAVD 88
 CK2394.geopotential number by the normal gravity value computed on the
 CK2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2394.degrees latitude (g = 980.6199 gals.).
 CK2394
 CK2394.The modeled gravity was interpolated from observed gravity values.
 CK2394
 CK2394;                    North         East    Units  Estimated Accuracy
 CK2394;SPC SC       -    72,350.      647,170.      MT  (+/- 180 meters Scaled)
 CK2394
 CK2394                          SUPERSEDED SURVEY CONTROL
 CK2394
 CK2394  NGVD 29 (03/21/89)    3.077  (m)           10.10   (f) ADJUSTED    1 2
 CK2394
 CK2394.Superseded values are not recommended for survey control.
 CK2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2394.See file dsdata.txt to determine how the superseded data were derived.
 CK2394
 CK2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR375942(NAD 83)
 CK2394_MARKER: DJ = TIDAL STATION DISK
 CK2394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2394_SP_SET: STAINLESS STEEL ROD
 CK2394_STAMPING: 7733 C 1977
 CK2394_MARK LOGO: NOS   
 CK2394_PROJECTION: FLUSH
 CK2394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2394_ROD/PIPE-DEPTH: 8.50 meters
 CK2394
 CK2394  HISTORY     - Date     Condition        Report By
 CK2394  HISTORY     - 1977     MONUMENTED       NOS
 CK2394  HISTORY     - 1982     GOOD             SCGS
 CK2394  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2394
 CK2394                          STATION DESCRIPTION
 CK2394
 CK2394'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2394'10.6 KM (6.6 MI) NE FROM BEAUFORT.
 CK2394'10.3 KILOMETERS (6.4 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2394'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 0.3
 CK2394'KILOMETER (0.2 MILE) SOUTHEAST ALONG COUNTY ROAD S-7-264, NORTH OF 866
 CK2394'7733 A TIDAL, NEAR A ONE STORY HOUSE WITH A SWIMMING POOL, 29.4 METERS
 CK2394'(96.7 FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 CK2394'2.1 METERS (7.0 FEET) SOUTH-SOUTHWEST OF POWER POLE NUMBER 225327,
 CK2394'34.7 METERS (114.0 FEET) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A
 CK2394'SAND ROAD, 9.8 METERS (32.0 FEET) NORTH-NORTHEAST OF A CHAIN LINK
 CK2394'FENCE.
 CK2394'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2394
 CK2394                          STATION RECOVERY (2002)
 CK2394
 CK2394'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2394'NOT FOUND.  SEARCHED N OF 866 7733 A TIDAL.  NO SWIMMING POOL HERE.
 CK2394'FOUND 8668733 F TIDAL ON THE NE CORNER OF THE BRIDGE ACROSS LUCY POINT
 CK2394'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1913 ***********************************************************************
 CK1913  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1913  DESIGNATION -  866 7776 A TIDAL
 CK1913  PID         -  CK1913
 CK1913  STATE/COUNTY-  SC/JASPER
 CK1913  USGS QUAD   -  LAUREL BAY (1962)
 CK1913
 CK1913                         *CURRENT SURVEY CONTROL
 CK1913  ___________________________________________________________________
 CK1913* NAD 83(1986)-  32 28 31.     (N)    080 50 59.     (W)     SCALED    
 CK1913* NAVD 88     -         3.121  (meters)      10.24   (feet)  ADJUSTED  
 CK1913  ___________________________________________________________________
 CK1913  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1913  DYNAMIC HT  -           3.118 (meters)      10.23  (feet)  COMP
 CK1913  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CK1913
 CK1913  VERT ORDER  -  FIRST     CLASS II
 CK1913
 CK1913.The horizontal coordinates were scaled from a topographic map and have
 CK1913.an estimated accuracy of +/- 6 seconds.
 CK1913
 CK1913.The orthometric height was determined by differential leveling
 CK1913.and adjusted by the National Geodetic Survey in June 1991..
 CK1913
 CK1913.This Tidal Bench Mark is designated as VM 4390
 CK1913.by the Center for Operational Oceanographic Products and Services.
 CK1913
 CK1913.The geoid height was determined by GEOID03.
 CK1913
 CK1913.The dynamic height is computed by dividing the NAVD 88
 CK1913.geopotential number by the normal gravity value computed on the
 CK1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1913.degrees latitude (g = 980.6199 gals.).
 CK1913
 CK1913.The modeled gravity was interpolated from observed gravity values.
 CK1913
 CK1913;                    North         East    Units  Estimated Accuracy
 CK1913;SPC SC       -    71,210.      623,730.      MT  (+/- 180 meters Scaled)
 CK1913
 CK1913                          SUPERSEDED SURVEY CONTROL
 CK1913
 CK1913  NGVD 29 (03/21/89)    3.404  (m)           11.17   (f) ADJUSTED    1 2
 CK1913
 CK1913.Superseded values are not recommended for survey control.
 CK1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1913.See file dsdata.txt to determine how the superseded data were derived.
 CK1913
 CK1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR141931(NAD 83)
 CK1913_MARKER: DJ = TIDAL STATION DISK
 CK1913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1913_SP_SET: STAINLESS STEEL ROD
 CK1913_STAMPING: 7776 A 1979
 CK1913_MARK LOGO: NOS   
 CK1913_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1913
 CK1913  HISTORY     - Date     Condition        Report By
 CK1913  HISTORY     - 1979     MONUMENTED       NOS
 CK1913  HISTORY     - 1981     GOOD             SCGS
 CK1913
 CK1913                          STATION DESCRIPTION
 CK1913
 CK1913'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1913'12.9 KM (8.0 MI) EAST FROM RIDGELAND.
 CK1913'13.7 KILOMETERS (8.5 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM
 CK1913'THE JUNCTION OF INTERSTATE HIGHWAY 95 IN COOSAWHATCHIE, TO A SAND
 CK1913'ROAD LEFT ON THE OUTSIDE OF A CURVE, 1.9 KILOMETERS (1.2 MILES)
 CK1913'BEFORE REACHING U.S. HIGHWAY 278 WEST TO RIDGELAND, THENCE 3.5
 CK1913'KILOMETERS (2.2 MILES) SOUTHEAST ALONG THE SAND ROAD, SET AT THE
 CK1913'END OF THE ROAD, ON THE EAST SIDE OF THE BOAT RAMP, 31.7 METERS
 CK1913'(104.0 FEET) SOUTHEAST OF 7776 A, 21.6 METERS (71.0 FEET) SOUTHEAST
 CK1913'OF THE CENTER OF THE BOAT RAMP, 1.8 METERS (6.0 FEET) WEST OF A
 CK1913'WIRE FENCE.
 CK1913'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 CK1913'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1914 ***********************************************************************
 CK1914  DESIGNATION -  866 7776 B TIDAL
 CK1914  PID         -  CK1914
 CK1914  STATE/COUNTY-  SC/JASPER
 CK1914  USGS QUAD   -  LAUREL BAY (1962)
 CK1914
 CK1914                         *CURRENT SURVEY CONTROL
 CK1914  ___________________________________________________________________
 CK1914* NAD 83(1986)-  32 28 30.     (N)    080 50 58.     (W)     SCALED    
 CK1914* NAVD 88     -         3.334  (meters)      10.94   (feet)  ADJUSTED  
 CK1914  ___________________________________________________________________
 CK1914  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1914  DYNAMIC HT  -           3.330 (meters)      10.93  (feet)  COMP
 CK1914  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CK1914
 CK1914  VERT ORDER  -  FIRST     CLASS II
 CK1914
 CK1914.The horizontal coordinates were scaled from a topographic map and have
 CK1914.an estimated accuracy of +/- 6 seconds.
 CK1914
 CK1914.The orthometric height was determined by differential leveling
 CK1914.and adjusted by the National Geodetic Survey in June 1991..
 CK1914
 CK1914.The geoid height was determined by GEOID03.
 CK1914
 CK1914.The dynamic height is computed by dividing the NAVD 88
 CK1914.geopotential number by the normal gravity value computed on the
 CK1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1914.degrees latitude (g = 980.6199 gals.).
 CK1914
 CK1914.The modeled gravity was interpolated from observed gravity values.
 CK1914
 CK1914;                    North         East    Units  Estimated Accuracy
 CK1914;SPC SC       -    71,180.      623,750.      MT  (+/- 180 meters Scaled)
 CK1914
 CK1914                          SUPERSEDED SURVEY CONTROL
 CK1914
 CK1914  NGVD 29 (03/21/89)    3.617  (m)           11.87   (f) ADJUSTED    1 2
 CK1914
 CK1914.Superseded values are not recommended for survey control.
 CK1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1914.See file dsdata.txt to determine how the superseded data were derived.
 CK1914
 CK1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR141930(NAD 83)
 CK1914_MARKER: DJ = TIDAL STATION DISK
 CK1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1914_SP_SET: CONCRETE POST
 CK1914_STAMPING: 7776 B 1979
 CK1914_MARK LOGO: NOS   
 CK1914_PROJECTION: FLUSH
 CK1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1914
 CK1914  HISTORY     - Date     Condition        Report By
 CK1914  HISTORY     - 1979     MONUMENTED       NOS
 CK1914  HISTORY     - 1981     GOOD             SCGS
 CK1914
 CK1914                          STATION DESCRIPTION
 CK1914
 CK1914'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1914'12.9 KM (8.0 MI) EAST FROM RIDGELAND.
 CK1914'13.7 KILOMETERS (8.5 MILES) SOUTH ALONG STATE HIGHWAY 462 FROM
 CK1914'THE JUNCTION OF INTERSTATE HIGHWAY 95 IN COOSAWHATCHIE, TO A SAND
 CK1914'ROAD LEFT ON THE OUTSIDE OF A CURVE 1.9 KILOMETERS (1.2 MILES) BEFORE
 CK1914'REACHING U.S. HIGHWAY 278 WEST TO RIDGELAND, THENCE 3.5 KILOMETERS
 CK1914'(2.2 MILES) SOUTHEAST ALONG THE SAND ROAD, SET AT THE END OF THE ROAD,
 CK1914'ON THE EAST SIDE OF THE BOAT RAMP, 31.70 METERS (104.0 FEET) SOUTHEAST
 CK1914'OF 7776 A, 21.60 METERS (71.0 FEET) SOUTHEAST OF THE APPROXIMATE
 CK1914'CENTER OF THE BOAT RAMP, 1.80 METERS (6.0 FEET) WEST OF A WIRE
 CK1914'FENCE.
 CK1914'THE MARK IS 1.50 METERS  W FROM A WITNESS POST.
 CK1914'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1915 ***********************************************************************
 CK1915  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1915  DESIGNATION -  866 7776 C TIDAL
 CK1915  PID         -  CK1915
 CK1915  STATE/COUNTY-  SC/JASPER
 CK1915  USGS QUAD   -  LAUREL BAY (1962)
 CK1915
 CK1915                         *CURRENT SURVEY CONTROL
 CK1915  ___________________________________________________________________
 CK1915* NAD 83(1986)-  32 28 27.     (N)    080 51 02.     (W)     SCALED    
 CK1915* NAVD 88     -         3.130  (meters)      10.27   (feet)  ADJUSTED  
 CK1915  ___________________________________________________________________
 CK1915  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1915  DYNAMIC HT  -           3.126 (meters)      10.26  (feet)  COMP
 CK1915  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 CK1915
 CK1915  VERT ORDER  -  FIRST     CLASS II
 CK1915
 CK1915.The horizontal coordinates were scaled from a topographic map and have
 CK1915.an estimated accuracy of +/- 6 seconds.
 CK1915
 CK1915.The orthometric height was determined by differential leveling
 CK1915.and adjusted by the National Geodetic Survey in June 1991..
 CK1915
 CK1915.This Tidal Bench Mark is designated as VM 4391
 CK1915.by the Center for Operational Oceanographic Products and Services.
 CK1915
 CK1915.The geoid height was determined by GEOID03.
 CK1915
 CK1915.The dynamic height is computed by dividing the NAVD 88
 CK1915.geopotential number by the normal gravity value computed on the
 CK1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1915.degrees latitude (g = 980.6199 gals.).
 CK1915
 CK1915.The modeled gravity was interpolated from observed gravity values.
 CK1915
 CK1915;                    North         East    Units  Estimated Accuracy
 CK1915;SPC SC       -    71,080.      623,650.      MT  (+/- 180 meters Scaled)
 CK1915
 CK1915                          SUPERSEDED SURVEY CONTROL
 CK1915
 CK1915  NGVD 29 (03/21/89)    3.413  (m)           11.20   (f) ADJUSTED    1 2
 CK1915
 CK1915.Superseded values are not recommended for survey control.
 CK1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1915.See file dsdata.txt to determine how the superseded data were derived.
 CK1915
 CK1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR140930(NAD 83)
 CK1915_MARKER: DJ = TIDAL STATION DISK
 CK1915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1915_SP_SET: STAINLESS STEEL ROD
 CK1915_STAMPING: 7776 C 1979
 CK1915_MARK LOGO: NOS   
 CK1915_PROJECTION: FLUSH
 CK1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1915_ROD/PIPE-DEPTH: 7.3  meters
 CK1915
 CK1915  HISTORY     - Date     Condition        Report By
 CK1915  HISTORY     - 1979     MONUMENTED       NOS
 CK1915  HISTORY     - 1981     GOOD             SCGS
 CK1915
 CK1915                          STATION DESCRIPTION
 CK1915
 CK1915'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1915'12.9 KM (8.0 MI) EAST FROM RIDGELAND.
 CK1915'13.7 KILOMETERS (8.5 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM
 CK1915'THE JUNCTION OF INTERSTATE 95 IN COOSAWHATCHIE, TO A SAND ROAD
 CK1915'LEFT ON THE OUTSIDE OF A CURVE, 1.9 KILOMETERS (1.2 MILES) BEFORE
 CK1915'REACHING U.S. HIGHWAY 278 WEST TO RIDGELAND, THENCE 3.5 KILOMETERS
 CK1915'(2.2 MILES) SOUTHEAST ALONG THE SAND ROAD, SET ON THE OUTSIDE OF A
 CK1915'CURVE JUST BEFORE REACHING THE BOAT RAMP, 129.13 METERS (424.0 FEET)
 CK1915'SOUTHEAST OF 7776 E, 8.8 METERS (29.0 FEET) SOUTHEAST OF THE CENTER
 CK1915'OF THE SAND ROAD, 13.1 METERS (43.0 FEET) EAST NORTHEAST OF A 60
 CK1915'INCH LIVE OAK TREE ACROSS THE ROAD, 4.3 METERS (14.0 FEET) EAST
 CK1915'NORTHEAST OF THE CENTER OF FIELD ROAD WITH A GATE.
 CK1915'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1912 ***********************************************************************
 CK1912  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1912  DESIGNATION -  866 7776 E TIDAL
 CK1912  PID         -  CK1912
 CK1912  STATE/COUNTY-  SC/JASPER
 CK1912  USGS QUAD   -  LAUREL BAY (1962)
 CK1912
 CK1912                         *CURRENT SURVEY CONTROL
 CK1912  ___________________________________________________________________
 CK1912* NAD 83(1986)-  32 28 27.     (N)    080 51 03.     (W)     SCALED    
 CK1912* NAVD 88     -         2.867  (meters)       9.41   (feet)  ADJUSTED  
 CK1912  ___________________________________________________________________
 CK1912  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK1912  DYNAMIC HT  -           2.864 (meters)       9.40  (feet)  COMP
 CK1912  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 CK1912
 CK1912  VERT ORDER  -  FIRST     CLASS II
 CK1912
 CK1912.The horizontal coordinates were scaled from a topographic map and have
 CK1912.an estimated accuracy of +/- 6 seconds.
 CK1912
 CK1912.The orthometric height was determined by differential leveling
 CK1912.and adjusted by the National Geodetic Survey in June 1991..
 CK1912
 CK1912.This Tidal Bench Mark is designated as VM 4392
 CK1912.by the Center for Operational Oceanographic Products and Services.
 CK1912
 CK1912.The geoid height was determined by GEOID03.
 CK1912
 CK1912.The dynamic height is computed by dividing the NAVD 88
 CK1912.geopotential number by the normal gravity value computed on the
 CK1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1912.degrees latitude (g = 980.6199 gals.).
 CK1912
 CK1912.The modeled gravity was interpolated from observed gravity values.
 CK1912
 CK1912;                    North         East    Units  Estimated Accuracy
 CK1912;SPC SC       -    71,080.      623,620.      MT  (+/- 180 meters Scaled)
 CK1912
 CK1912                          SUPERSEDED SURVEY CONTROL
 CK1912
 CK1912  NGVD 29 (03/21/89)    3.150  (m)           10.33   (f) ADJUSTED    1 2
 CK1912
 CK1912.Superseded values are not recommended for survey control.
 CK1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1912.See file dsdata.txt to determine how the superseded data were derived.
 CK1912
 CK1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR140930(NAD 83)
 CK1912_MARKER: DJ = TIDAL STATION DISK
 CK1912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1912_STAMPING: 7776 E 1979
 CK1912_MARK LOGO: NOS   
 CK1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1912+STABILITY: SURFACE MOTION
 CK1912
 CK1912  HISTORY     - Date     Condition        Report By
 CK1912  HISTORY     - 1979     MONUMENTED       NOS
 CK1912  HISTORY     - 1981     GOOD             SCGS
 CK1912
 CK1912                          STATION DESCRIPTION
 CK1912
 CK1912'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1912'12.9 KM (8.0 MI) EAST FROM RIDGELAND.
 CK1912'13.7 KILOMETERS (8.5 MILES) SOUTH ALONG STATE HIGHWAY 462, FROM
 CK1912'THE JUNCTION OF INTERSTATE HIGHWAY 95 IN COOSWHATCHIE, TO A SAND
 CK1912'ROAD LEFT ON THE OUTSIDE OF A CURVE, 1.9 KILOMETERS (1.2 MILES)
 CK1912'BEFORE REACHING U.S. HIGHWAY 278 WEST TO RIDGELAND, THENCE 3.3
 CK1912'KILOMETERS (2.05 MILES) SOUTHEAST ALONG THE SAND ROAD, SET IN THE
 CK1912'V OF A FORK, THAT FORKS LEFT TO SOME CAMPS AND RIGHT TO A BOAT RAMP,
 CK1912'5.2 METERS (17.0 FEET) EAST OF A 34 INCH PINE TREE, 4.3 METERS
 CK1912'(14.5 FEET) NORTH NORTHWEST OF THE CENTER OF THE SAND ROAD, 3.4
 CK1912'METERS (11.5 FEET) SOUTHEAST OF TELEPHONE JUNCTION BOX 16-89,
 CK1912'NOTE--THE DEPTH OF THIS ROD MARK IS NOT KNOWN.
 CK1912'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2215 ***********************************************************************
 CK2215  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2215  DESIGNATION -  866 7864 C TIDAL
 CK2215  PID         -  CK2215
 CK2215  STATE/COUNTY-  SC/BEAUFORT
 CK2215  USGS QUAD   -  BEAUFORT (1998)
 CK2215
 CK2215                         *CURRENT SURVEY CONTROL
 CK2215  ___________________________________________________________________
 CK2215* NAD 83(1986)-  32 27 57.     (N)    080 41 34.     (W)     SCALED    
 CK2215* NAVD 88     -         2.075  (meters)       6.81   (feet)  ADJUSTED  
 CK2215  ___________________________________________________________________
 CK2215  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2215  DYNAMIC HT  -           2.073 (meters)       6.80  (feet)  COMP
 CK2215  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 CK2215
 CK2215  VERT ORDER  -  FIRST     CLASS II
 CK2215
 CK2215.The horizontal coordinates were scaled from a topographic map and have
 CK2215.an estimated accuracy of +/- 6 seconds.
 CK2215
 CK2215.The orthometric height was determined by differential leveling
 CK2215.and adjusted by the National Geodetic Survey in June 1991..
 CK2215
 CK2215.This Tidal Bench Mark is designated as VM 4402
 CK2215.by the Center for Operational Oceanographic Products and Services.
 CK2215
 CK2215.The geoid height was determined by GEOID03.
 CK2215
 CK2215.The dynamic height is computed by dividing the NAVD 88
 CK2215.geopotential number by the normal gravity value computed on the
 CK2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2215.degrees latitude (g = 980.6199 gals.).
 CK2215
 CK2215.The modeled gravity was interpolated from observed gravity values.
 CK2215
 CK2215;                    North         East    Units  Estimated Accuracy
 CK2215;SPC SC       -    70,190.      638,480.      MT  (+/- 180 meters Scaled)
 CK2215
 CK2215                          SUPERSEDED SURVEY CONTROL
 CK2215
 CK2215  NGVD 29 (03/21/89)    2.358  (m)            7.74   (f) ADJUSTED    1 2
 CK2215
 CK2215.Superseded values are not recommended for survey control.
 CK2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2215.See file dsdata.txt to determine how the superseded data were derived.
 CK2215
 CK2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR288921(NAD 83)
 CK2215_MARKER: DJ = TIDAL STATION DISK
 CK2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2215_SP_SET: CONCRETE POST
 CK2215_STAMPING: 7864 C 1980
 CK2215_MARK LOGO: NOS   
 CK2215_PROJECTION: FLUSH
 CK2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2215+STABILITY: SURFACE MOTION
 CK2215
 CK2215  HISTORY     - Date     Condition        Report By
 CK2215  HISTORY     - 1980     MONUMENTED       NOS
 CK2215  HISTORY     - 1982     GOOD             SCGS
 CK2215
 CK2215                          STATION DESCRIPTION
 CK2215
 CK2215'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2215'IN MARINE AIR STATION.
 CK2215'3.3 KILOMETERS (2.05 MILES) EAST ALONG GEIGER BOULEVARD, MOORE STREET,
 CK2215'FROM THE JUNCTION OF U.S. HIGHWAY 21, AT THE MAIN ENTRANCE TO THE
 CK2215'MARINE CORPS AIR STATION, THENCE 0.9 KILOMETER (0.55 MILE) RIGHT
 CK2215'ALONG A PAVED ROAD (QUALILAI ROAD) LEADING TO A FUEL DOCK,  SET ON
 CK2215'THE RIGHT, NEAR A POWERPOLE ACROSS FROM THREE TRANSFORMERS, 32.6
 CK2215'METERS (107.0 FEET) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 CK2215'BLOCK BUILDING, 35.4 METERS (116.0 FEET) WEST OF TIDAL BENCHMARK
 CK2215'7864 F TIDAL, 9.9 METERS (32.8 FEET) SOUTH SOUTHEAST OF THE
 CK2215'APPROXIMATE CENTER OF THE PAVED ROAD, 28.3 METERS (93.0 FEET) EAST
 CK2215'OF A POWERPOLE NO 1116 WITH A STREET LIGHT.
 CK2215'THE MARK IS 0.70 METERS  N FROM A WITNESS POST.
 CK2215'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2214 ***********************************************************************
 CK2214  DESIGNATION -  866 7864 F TIDAL
 CK2214  PID         -  CK2214
 CK2214  STATE/COUNTY-  SC/BEAUFORT
 CK2214  USGS QUAD   -  BEAUFORT (1998)
 CK2214
 CK2214                         *CURRENT SURVEY CONTROL
 CK2214  ___________________________________________________________________
 CK2214* NAD 83(1986)-  32 27 57.     (N)    080 41 33.     (W)     SCALED    
 CK2214* NAVD 88     -         1.792  (meters)       5.88   (feet)  ADJUSTED  
 CK2214  ___________________________________________________________________
 CK2214  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2214  DYNAMIC HT  -           1.790 (meters)       5.87  (feet)  COMP
 CK2214  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 CK2214
 CK2214  VERT ORDER  -  FIRST     CLASS II
 CK2214
 CK2214.The horizontal coordinates were scaled from a topographic map and have
 CK2214.an estimated accuracy of +/- 6 seconds.
 CK2214
 CK2214.The orthometric height was determined by differential leveling
 CK2214.and adjusted by the National Geodetic Survey in June 1991..
 CK2214
 CK2214.The geoid height was determined by GEOID03.
 CK2214
 CK2214.The dynamic height is computed by dividing the NAVD 88
 CK2214.geopotential number by the normal gravity value computed on the
 CK2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2214.degrees latitude (g = 980.6199 gals.).
 CK2214
 CK2214.The modeled gravity was interpolated from observed gravity values.
 CK2214
 CK2214;                    North         East    Units  Estimated Accuracy
 CK2214;SPC SC       -    70,190.      638,510.      MT  (+/- 180 meters Scaled)
 CK2214
 CK2214                          SUPERSEDED SURVEY CONTROL
 CK2214
 CK2214  NGVD 29 (03/21/89)    2.075  (m)            6.81   (f) ADJUSTED    1 2
 CK2214
 CK2214.Superseded values are not recommended for survey control.
 CK2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2214.See file dsdata.txt to determine how the superseded data were derived.
 CK2214
 CK2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR288921(NAD 83)
 CK2214_MARKER: DJ = TIDAL STATION DISK
 CK2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2214_SP_SET: CONCRETE POST
 CK2214_STAMPING: 7864 F 1982
 CK2214_MARK LOGO: NOS   
 CK2214_PROJECTION: FLUSH
 CK2214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2214
 CK2214  HISTORY     - Date     Condition        Report By
 CK2214  HISTORY     - 1982     MONUMENTED       NOS
 CK2214  HISTORY     - 1982     GOOD             SCGS
 CK2214
 CK2214                          STATION DESCRIPTION
 CK2214
 CK2214'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2214'IN MARINE AIR STATION.
 CK2214'3.3 KILOMETERS (2.05 MILES) EAST ALONG GEIGER BOULEVARD, MOORE STREET,
 CK2214'FROM THE JUNCTION OF U.S. HIGHWAY 21, AT THE MAIN ENTRANCE TO THE
 CK2214'MARINE CORPS AIR STATION, THENCE 0.9 KILOMETER (0.55 MILE) RIGHT
 CK2214'ALONG A PAVED ROAD (QUALIALI ROAD) LEADING TO A FUEL DOCK, SET ON
 CK2214'THE RIGHT NEAR A POWERPOLE, JUST BEFORE THE DOCK, 35.4 METERS (116.0
 CK2214'SOUTHWEST OF A FIRE HYDRANT, 13.4 METERS (44.0 FEET) SOUTH SOUTHEAST
 CK2214'OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 8.4 METERS
 CK2214'(27.5 FEET) SOUTH SOUTHWEST OF A POWER POLE NUMBER 1124
 CK2214'WITH A WITNESS POST SIGN ATTACHED.
 CK2214'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2217 ***********************************************************************
 CK2217  DESIGNATION -  866 7864 G TIDAL
 CK2217  PID         -  CK2217
 CK2217  STATE/COUNTY-  SC/BEAUFORT
 CK2217  USGS QUAD   -  BEAUFORT (1998)
 CK2217
 CK2217                         *CURRENT SURVEY CONTROL
 CK2217  ___________________________________________________________________
 CK2217* NAD 83(1986)-  32 27 55.     (N)    080 41 37.     (W)     SCALED    
 CK2217* NAVD 88     -         2.536  (meters)       8.32   (feet)  ADJUSTED  
 CK2217  ___________________________________________________________________
 CK2217  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2217  DYNAMIC HT  -           2.533 (meters)       8.31  (feet)  COMP
 CK2217  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 CK2217
 CK2217  VERT ORDER  -  FIRST     CLASS II
 CK2217
 CK2217.The horizontal coordinates were scaled from a topographic map and have
 CK2217.an estimated accuracy of +/- 6 seconds.
 CK2217
 CK2217.The orthometric height was determined by differential leveling
 CK2217.and adjusted by the National Geodetic Survey in June 1991..
 CK2217
 CK2217.The geoid height was determined by GEOID03.
 CK2217
 CK2217.The dynamic height is computed by dividing the NAVD 88
 CK2217.geopotential number by the normal gravity value computed on the
 CK2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2217.degrees latitude (g = 980.6199 gals.).
 CK2217
 CK2217.The modeled gravity was interpolated from observed gravity values.
 CK2217
 CK2217;                    North         East    Units  Estimated Accuracy
 CK2217;SPC SC       -    70,130.      638,410.      MT  (+/- 180 meters Scaled)
 CK2217
 CK2217                          SUPERSEDED SURVEY CONTROL
 CK2217
 CK2217  NGVD 29 (03/21/89)    2.819  (m)            9.25   (f) ADJUSTED    1 2
 CK2217
 CK2217.Superseded values are not recommended for survey control.
 CK2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2217.See file dsdata.txt to determine how the superseded data were derived.
 CK2217
 CK2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR287920(NAD 83)
 CK2217_MARKER: DJ = TIDAL STATION DISK
 CK2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2217_SP_SET: CONCRETE POST
 CK2217_STAMPING: 7864 G 1982
 CK2217_MARK LOGO: NOS   
 CK2217_PROJECTION: FLUSH
 CK2217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2217
 CK2217  HISTORY     - Date     Condition        Report By
 CK2217  HISTORY     - 1982     MONUMENTED       NOS
 CK2217  HISTORY     - 1982     GOOD             SCGS
 CK2217
 CK2217                          STATION DESCRIPTION
 CK2217
 CK2217'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2217'IN MARINE AIR CORPS STATION.
 CK2217'3.3 KILOMETERS (2.05 MILES) EAST ALONG GEIGER BOULEVARD, MOORE STREET,
 CK2217'FROM THE JUNCTION OF U.S. HIGHWAY 21 AT THE MAIN ENTRANCE TO THE
 CK2217'MARINE CORPS AIR STATION, THENCE 0.9 KILOMETER (0.55 MILE) ALONG
 CK2217'A PAVED ROAD (QUAILALI ROAD) LEADING TO A FUEL DOCK, SET ON THE WEST
 CK2217'SIDE OF A SMALL BLOCK BUILDING, 65.8 METERS (216.0 FEET) EAST OF
 CK2217'TIDAL BENCHMARK 7864 H 1982, 14.1 METERS (46.2 FEET) WEST OF THE
 CK2217'SOUTHWEST CORNER OF THE BLOCK BUILDING, 12.5 METERS (41.0 FEET) SOUTH
 CK2217'SOUTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND 20.8 METERS
 CK2217'(68.3 FEET) SOUTH OF A FIRE HYDRANT.
 CK2217'THE MARK IS 4.90 METERS  SSE FROM A WITNESS POST.
 CK2217'THE MARK IS 0.60 M BELOW PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2216 ***********************************************************************
 CK2216  DESIGNATION -  866 7864 H TIDAL
 CK2216  PID         -  CK2216
 CK2216  STATE/COUNTY-  SC/BEAUFORT
 CK2216  USGS QUAD   -  BEAUFORT (1998)
 CK2216
 CK2216                         *CURRENT SURVEY CONTROL
 CK2216  ___________________________________________________________________
 CK2216* NAD 83(1986)-  32 27 57.     (N)    080 41 39.     (W)     SCALED    
 CK2216* NAVD 88     -         2.875  (meters)       9.43   (feet)  ADJUSTED  
 CK2216  ___________________________________________________________________
 CK2216  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2216  DYNAMIC HT  -           2.872 (meters)       9.42  (feet)  COMP
 CK2216  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 CK2216
 CK2216  VERT ORDER  -  FIRST     CLASS II
 CK2216
 CK2216.The horizontal coordinates were scaled from a topographic map and have
 CK2216.an estimated accuracy of +/- 6 seconds.
 CK2216
 CK2216.The orthometric height was determined by differential leveling
 CK2216.and adjusted by the National Geodetic Survey in June 1991..
 CK2216
 CK2216.The geoid height was determined by GEOID03.
 CK2216
 CK2216.The dynamic height is computed by dividing the NAVD 88
 CK2216.geopotential number by the normal gravity value computed on the
 CK2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2216.degrees latitude (g = 980.6199 gals.).
 CK2216
 CK2216.The modeled gravity was interpolated from observed gravity values.
 CK2216
 CK2216;                    North         East    Units  Estimated Accuracy
 CK2216;SPC SC       -    70,190.      638,350.      MT  (+/- 180 meters Scaled)
 CK2216
 CK2216                          SUPERSEDED SURVEY CONTROL
 CK2216
 CK2216  NGVD 29 (03/21/89)    3.158  (m)           10.36   (f) ADJUSTED    1 2
 CK2216
 CK2216.Superseded values are not recommended for survey control.
 CK2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2216.See file dsdata.txt to determine how the superseded data were derived.
 CK2216
 CK2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR287921(NAD 83)
 CK2216_MARKER: DJ = TIDAL STATION DISK
 CK2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2216_SP_SET: CONCRETE POST
 CK2216_STAMPING: 7864 H 1982
 CK2216_MARK LOGO: NOS   
 CK2216_PROJECTION: FLUSH
 CK2216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2216
 CK2216  HISTORY     - Date     Condition        Report By
 CK2216  HISTORY     - 1982     MONUMENTED       NOS
 CK2216  HISTORY     - 1982     GOOD             SCGS
 CK2216
 CK2216                          STATION DESCRIPTION
 CK2216
 CK2216'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2216'IN MARINE AIR STATION.
 CK2216'3.3 KILOMETERS (2.05 MILES) EAST ALONG GEIGER BOULEVARD, MOORE STREET,
 CK2216'FROM THE JUNCTION OF U.S. HIGHWAY 21, AT THE MAIN ENTRANCE TO THE
 CK2216'MARINE CORPS AIR STATION, THENCE 0.9 KILOMETER (0.55 MILE) RIGHT
 CK2216'ALONG A PAVED ROAD (QUALILAI ROAD) LEADING TO A FUEL DOCK, SET ON
 CK2216'THE LEFT SIDE OF THE ROAD NEAR A POWERPOLE, 71.7 METERS (235.5 FEET)
 CK2216'EAST NORTHEAST OF TIDAL BENCHMARK 7864 J 1982, 65.8 METERS (216.0
 CK2216'FEET) WEST OF TIDAL BENCHMARK 7864 G 1982, 4.8 METERS (16.0 FEET)
 CK2216'NORTH NORTHWEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND
 CK2216'1.8 METERS (6.0 FEET) WEST SOUTHWEST OF  POWERPOLE NO 1108.
 CK2216'THE MARK IS 4.30 METERS  SSE FROM A WITNESS POST.
 CK2216'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2212 ***********************************************************************
 CK2212  DESIGNATION -  866 7864 J TIDAL
 CK2212  PID         -  CK2212
 CK2212  STATE/COUNTY-  SC/BEAUFORT
 CK2212  USGS QUAD   -  BEAUFORT (1998)
 CK2212
 CK2212                         *CURRENT SURVEY CONTROL
 CK2212  ___________________________________________________________________
 CK2212* NAD 83(1986)-  32 27 54.     (N)    080 41 41.     (W)     SCALED    
 CK2212* NAVD 88     -         2.528  (meters)       8.29   (feet)  ADJUSTED  
 CK2212  ___________________________________________________________________
 CK2212  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2212  DYNAMIC HT  -           2.525 (meters)       8.28  (feet)  COMP
 CK2212  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 CK2212
 CK2212  VERT ORDER  -  FIRST     CLASS II
 CK2212
 CK2212.The horizontal coordinates were scaled from a topographic map and have
 CK2212.an estimated accuracy of +/- 6 seconds.
 CK2212
 CK2212.The orthometric height was determined by differential leveling
 CK2212.and adjusted by the National Geodetic Survey in June 1991..
 CK2212
 CK2212.The geoid height was determined by GEOID03.
 CK2212
 CK2212.The dynamic height is computed by dividing the NAVD 88
 CK2212.geopotential number by the normal gravity value computed on the
 CK2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2212.degrees latitude (g = 980.6199 gals.).
 CK2212
 CK2212.The modeled gravity was interpolated from observed gravity values.
 CK2212
 CK2212;                    North         East    Units  Estimated Accuracy
 CK2212;SPC SC       -    70,100.      638,300.      MT  (+/- 180 meters Scaled)
 CK2212
 CK2212                          SUPERSEDED SURVEY CONTROL
 CK2212
 CK2212  NGVD 29 (03/21/89)    2.811  (m)            9.22   (f) ADJUSTED    1 2
 CK2212
 CK2212.Superseded values are not recommended for survey control.
 CK2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2212.See file dsdata.txt to determine how the superseded data were derived.
 CK2212
 CK2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR286920(NAD 83)
 CK2212_MARKER: DJ = TIDAL STATION DISK
 CK2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2212_SP_SET: CONCRETE POST
 CK2212_STAMPING: 7864 J 1982
 CK2212_MARK LOGO: NOS   
 CK2212_PROJECTION: FLUSH
 CK2212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2212
 CK2212  HISTORY     - Date     Condition        Report By
 CK2212  HISTORY     - 1982     MONUMENTED       NOS
 CK2212  HISTORY     - 1982     GOOD             SCGS
 CK2212
 CK2212                          STATION DESCRIPTION
 CK2212
 CK2212'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2212'IN MARINE AIR STATION.
 CK2212'3.3 KILOMETERS (2.05 MILES) EAST ALONG GEIGER BOULEVARD, MOORE STREET,
 CK2212'FROM THE JUNCTION OF U.S. HIGHWAY 21, AT THE MAIN ENTRANCE TO THE
 CK2212'MARINE AIR STATION, THENCE 0.9 KILOMETER (0.55 MILE) RIGHT ALONG
 CK2212'A PAVED ROAD (QUAILALI DRIVE) LEADING TO A FUE DOCK, SET ON THE
 CK2212'RIGHT SIDE OF THE ROAD NEAR A POWERPOLE, 71.7 METERS (235.5 FEET)
 CK2212'WEST SOUTHWEST OF TIDAL BENCHMARK 7864 H 1982, 42.9 METERS
 CK2212'(141.0 FEET) EAST NORTHEAST OF A CHAINLINK FENCE WITH A GATE, 6.5
 CK2212'METERS (21.8 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 CK2212'PAVED ROAD, 3.1 METERS (10.7 FEET) WEST OF A POWERPOLE NO 1106
 CK2212'WITH WITNESS POST ATTACHED.
 CK2212'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2374 ***********************************************************************
 CK2374  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2374  DESIGNATION -  866 7901 A TIDAL
 CK2374  PID         -  CK2374
 CK2374  STATE/COUNTY-  SC/BEAUFORT
 CK2374  USGS QUAD   -  FROGMORE (1956)
 CK2374
 CK2374                         *CURRENT SURVEY CONTROL
 CK2374  ___________________________________________________________________
 CK2374* NAD 83(1986)-  32 27 02.     (N)    080 36 43.     (W)     SCALED    
 CK2374* NAVD 88     -         2.214  (meters)       7.26   (feet)  ADJUSTED  
 CK2374  ___________________________________________________________________
 CK2374  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2374  DYNAMIC HT  -           2.211 (meters)       7.25  (feet)  COMP
 CK2374  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 CK2374
 CK2374  VERT ORDER  -  FIRST     CLASS II
 CK2374
 CK2374.The horizontal coordinates were scaled from a topographic map and have
 CK2374.an estimated accuracy of +/- 6 seconds.
 CK2374
 CK2374.The orthometric height was determined by differential leveling
 CK2374.and adjusted by the National Geodetic Survey in June 1991..
 CK2374
 CK2374.This Tidal Bench Mark is designated as VM 4405
 CK2374.by the Center for Operational Oceanographic Products and Services.
 CK2374
 CK2374.The geoid height was determined by GEOID03.
 CK2374
 CK2374.The dynamic height is computed by dividing the NAVD 88
 CK2374.geopotential number by the normal gravity value computed on the
 CK2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2374.degrees latitude (g = 980.6199 gals.).
 CK2374
 CK2374.The modeled gravity was interpolated from observed gravity values.
 CK2374
 CK2374;                    North         East    Units  Estimated Accuracy
 CK2374;SPC SC       -    68,520.      646,090.      MT  (+/- 180 meters Scaled)
 CK2374
 CK2374                          SUPERSEDED SURVEY CONTROL
 CK2374
 CK2374  NGVD 29 (03/21/89)    2.496  (m)            8.19   (f) ADJUSTED    1 2
 CK2374
 CK2374.Superseded values are not recommended for survey control.
 CK2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2374.See file dsdata.txt to determine how the superseded data were derived.
 CK2374
 CK2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR364904(NAD 83)
 CK2374_MARKER: DJ = TIDAL STATION DISK
 CK2374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2374_SP_SET: STAINLESS STEEL ROD
 CK2374_STAMPING: 7901 A 1977
 CK2374_MARK LOGO: NOS   
 CK2374_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2374_ROD/PIPE-DEPTH: 7.90 meters
 CK2374
 CK2374  HISTORY     - Date     Condition        Report By
 CK2374  HISTORY     - 1977     MONUMENTED       NOS
 CK2374  HISTORY     - 1982     GOOD             SCGS
 CK2374  HISTORY     - 19980620 GOOD             USPSQD
 CK2374
 CK2374                          STATION DESCRIPTION
 CK2374
 CK2374'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2374'7.2 KM (4.5 MI) EAST FROM BEAUFORT.
 CK2374'3.9 KILOMETERS (2.45 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2374'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 1.3
 CK2374'KILOMETERS (0.8 MILE) EAST ALONG COUNTY ROAD S-7-112, THENCE 0.85
 CK2374'KILOMETER (0.55 MILE) NORTHEAST ALONG COUNTY ROAD S-7-254, THENCE 0.8
 CK2374'KILOMETER (0.5 MILE) EAST ALONG COUNTY ROAD S-7-717, THENCE 0.2
 CK2374'KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-7-715, THENCE 0.2
 CK2374'KILOMETER (0.1 MILE) EAST ALONG A PAVED DRIVE LEADING TO A DOCK, SET
 CK2374'AT THE ENTRANCE TO A PRIVATE DOCK, 10.4 METERS (34.2 FEET) EAST
 CK2374'NORTHEAST OF THE END OF A ROW OF BUSHES RUNNING PARALELL WITH DRIVE,
 CK2374'6.3 METERS (20.6 FEET) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 CK2374'THE PAVED DRIVE, 2.1 METERS (7.0 FEET) WEST-NORTHWEST OF THE END OF
 CK2374'THE DOCK.
 CK2374'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2374
 CK2374                          STATION RECOVERY (1998)
 CK2374
 CK2374'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2373 ***********************************************************************
 CK2373  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2373  DESIGNATION -  866 7901 C TIDAL
 CK2373  PID         -  CK2373
 CK2373  STATE/COUNTY-  SC/BEAUFORT
 CK2373  USGS QUAD   -  FROGMORE (1956)
 CK2373
 CK2373                         *CURRENT SURVEY CONTROL
 CK2373  ___________________________________________________________________
 CK2373* NAD 83(1986)-  32 27 05.     (N)    080 36 47.     (W)     SCALED    
 CK2373* NAVD 88     -         5.064  (meters)      16.61   (feet)  ADJUSTED  
 CK2373  ___________________________________________________________________
 CK2373  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2373  DYNAMIC HT  -           5.059 (meters)      16.60  (feet)  COMP
 CK2373  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CK2373
 CK2373  VERT ORDER  -  FIRST     CLASS II
 CK2373
 CK2373.The horizontal coordinates were scaled from a topographic map and have
 CK2373.an estimated accuracy of +/- 6 seconds.
 CK2373
 CK2373.The orthometric height was determined by differential leveling
 CK2373.and adjusted by the National Geodetic Survey in June 1991..
 CK2373
 CK2373.This Tidal Bench Mark is designated as VM 4406
 CK2373.by the Center for Operational Oceanographic Products and Services.
 CK2373
 CK2373.The geoid height was determined by GEOID03.
 CK2373
 CK2373.The dynamic height is computed by dividing the NAVD 88
 CK2373.geopotential number by the normal gravity value computed on the
 CK2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2373.degrees latitude (g = 980.6199 gals.).
 CK2373
 CK2373.The modeled gravity was interpolated from observed gravity values.
 CK2373
 CK2373;                    North         East    Units  Estimated Accuracy
 CK2373;SPC SC       -    68,610.      645,980.      MT  (+/- 180 meters Scaled)
 CK2373
 CK2373                          SUPERSEDED SURVEY CONTROL
 CK2373
 CK2373  NGVD 29 (03/21/89)    5.346  (m)           17.54   (f) ADJUSTED    1 2
 CK2373
 CK2373.Superseded values are not recommended for survey control.
 CK2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2373.See file dsdata.txt to determine how the superseded data were derived.
 CK2373
 CK2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR363905(NAD 83)
 CK2373_MARKER: DJ = TIDAL STATION DISK
 CK2373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2373_SP_SET: STAINLESS STEEL ROD
 CK2373_STAMPING: 7901 C 1977
 CK2373_MARK LOGO: NOS   
 CK2373_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2373_ROD/PIPE-DEPTH: 7.80 meters
 CK2373
 CK2373  HISTORY     - Date     Condition        Report By
 CK2373  HISTORY     - 1977     MONUMENTED       NOS
 CK2373  HISTORY     - 1982     GOOD             SCGS
 CK2373  HISTORY     - 19980620 MARK NOT FOUND   USPSQD
 CK2373  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2373
 CK2373                          STATION DESCRIPTION
 CK2373
 CK2373'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2373'7.1 KM (4.45 MI) EAST FROM BEAUFORT.
 CK2373'3.9 KILOMETERS (2.45 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2373'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 1.3
 CK2373'KILOMETERS (0.8 MILE) EAST ALONG COUNTY ROAD S-7-112, THENCE 0.85
 CK2373'KILOMETER (0.55 MILE) NORTHEAST ALONG COUNTY ROAD S-7-254, THENCE 0.8
 CK2373'KILOMETER (0.5 MILE) EAST ALONG COUNTY ROAD S-7-717, THENCE 0.25
 CK2373'KILOMETER (0.15 MILE) NORTH ALONG COUNTY ROAD S-7-715, SET IN THE
 CK2373'FRONT YARD OF A ONE STORY WOODEN HOUSE OF THE LEFT, 12.0 METERS (39.8
 CK2373'FEET) NORTH OF THE APPROXIMATE CENTER OF A DRIVE LEADING WEST TO THE
 CK2373'WOOD HOME, 8.9 METERS (29.2 FEET) WEST OF THE APPROXIMATE CENTER OF
 CK2373'COUNTY ROAD S-7-715.
 CK2373'THE MARK IS 0.40 METERS  E FROM A WITNESS POST.
 CK2373'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2373
 CK2373                          STATION RECOVERY (1998)
 CK2373
 CK2373'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2373'MARK NOT FOUND.
 CK2373
 CK2373                          STATION RECOVERY (2005)
 CK2373
 CK2373'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2371 ***********************************************************************
 CK2371  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2371  DESIGNATION -  866 7901 E TIDAL
 CK2371  PID         -  CK2371
 CK2371  STATE/COUNTY-  SC/BEAUFORT
 CK2371  USGS QUAD   -  FROGMORE (1956)
 CK2371
 CK2371                         *CURRENT SURVEY CONTROL
 CK2371  ___________________________________________________________________
 CK2371* NAD 83(1986)-  32 27 07.     (N)    080 36 46.     (W)     SCALED    
 CK2371* NAVD 88     -         5.082  (meters)      16.67   (feet)  ADJUSTED  
 CK2371  ___________________________________________________________________
 CK2371  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2371  DYNAMIC HT  -           5.076 (meters)      16.65  (feet)  COMP
 CK2371  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CK2371
 CK2371  VERT ORDER  -  FIRST     CLASS II
 CK2371
 CK2371.The horizontal coordinates were scaled from a topographic map and have
 CK2371.an estimated accuracy of +/- 6 seconds.
 CK2371
 CK2371.The orthometric height was determined by differential leveling
 CK2371.and adjusted by the National Geodetic Survey in June 1991..
 CK2371
 CK2371.This Tidal Bench Mark is designated as VM 4407
 CK2371.by the Center for Operational Oceanographic Products and Services.
 CK2371
 CK2371.The geoid height was determined by GEOID03.
 CK2371
 CK2371.The dynamic height is computed by dividing the NAVD 88
 CK2371.geopotential number by the normal gravity value computed on the
 CK2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2371.degrees latitude (g = 980.6199 gals.).
 CK2371
 CK2371.The modeled gravity was interpolated from observed gravity values.
 CK2371
 CK2371;                    North         East    Units  Estimated Accuracy
 CK2371;SPC SC       -    68,680.      646,010.      MT  (+/- 180 meters Scaled)
 CK2371
 CK2371                          SUPERSEDED SURVEY CONTROL
 CK2371
 CK2371  NGVD 29 (03/21/89)    5.364  (m)           17.60   (f) ADJUSTED    1 2
 CK2371
 CK2371.Superseded values are not recommended for survey control.
 CK2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2371.See file dsdata.txt to determine how the superseded data were derived.
 CK2371
 CK2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR363905(NAD 83)
 CK2371_MARKER: DJ = TIDAL STATION DISK
 CK2371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2371_SP_SET: STAINLESS STEEL ROD
 CK2371_STAMPING: 7901 E 1977
 CK2371_MARK LOGO: NOS   
 CK2371_PROJECTION: FLUSH
 CK2371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2371_ROD/PIPE-DEPTH: 7.60 meters
 CK2371
 CK2371  HISTORY     - Date     Condition        Report By
 CK2371  HISTORY     - 1977     MONUMENTED       NOS
 CK2371  HISTORY     - 1982     GOOD             SCGS
 CK2371  HISTORY     - 19980620 POOR             USPSQD
 CK2371  HISTORY     - 20050317 POOR             USPSQD
 CK2371
 CK2371                          STATION DESCRIPTION
 CK2371
 CK2371'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2371'7.15 KM (4.5 MI) EAST FROM BEAUFORT.
 CK2371'3.9 KILOMETERS (2.45 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2371'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 1.3
 CK2371'KILOMETERS (0.8 MILE) EAST ALONG COUNTY ROAD (S-7-112), THENCE 0.85
 CK2371'KILOMETER (0.55 MILE) NORTHEAST ALONG COUNTY ROAD S-7-254, THENCE 0.8
 CK2371'KILOMETER (0.5 MILE) EAST ALONG COUNTY ROAD (S-7-717), THENCE 0.3
 CK2371'KILOMETER (0.2 MILE) NORTH ALONG COUNTY (S-7-715), SET IN THE WOODS
 CK2371'NEAR A METAL POWER BOX ON THE LEFT, 10.4 METERS (34.0 FEET) WEST OF
 CK2371'THE APPROXIMATE CENTER OF COUNTY ROAD S-7-715, 12.0 METERS (39.7 FEET)
 CK2371'SOUTH OF A 2- BY 3-FOOT METAL POWER BOX NUMBER 12.
 CK2371'THE MARK IS 0.45 METERS  ENE FROM A WITNESS POST.
 CK2371'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2371
 CK2371                          STATION RECOVERY (1998)
 CK2371
 CK2371'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2371'MARK RECOVERED IN POOR CONDITION.
 CK2371
 CK2371                          STATION RECOVERY (2005)
 CK2371
 CK2371'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2371'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2370 ***********************************************************************
 CK2370  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2370  DESIGNATION -  866 7901 F TIDAL
 CK2370  PID         -  CK2370
 CK2370  STATE/COUNTY-  SC/BEAUFORT
 CK2370  USGS QUAD   -  FROGMORE (1956)
 CK2370
 CK2370                         *CURRENT SURVEY CONTROL
 CK2370  ___________________________________________________________________
 CK2370* NAD 83(1986)-  32 26 58.     (N)    080 36 46.     (W)     SCALED    
 CK2370* NAVD 88     -         4.338  (meters)      14.23   (feet)  ADJUSTED  
 CK2370  ___________________________________________________________________
 CK2370  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2370  DYNAMIC HT  -           4.333 (meters)      14.22  (feet)  COMP
 CK2370  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 CK2370
 CK2370  VERT ORDER  -  FIRST     CLASS II
 CK2370
 CK2370.The horizontal coordinates were scaled from a topographic map and have
 CK2370.an estimated accuracy of +/- 6 seconds.
 CK2370
 CK2370.The orthometric height was determined by differential leveling
 CK2370.and adjusted by the National Geodetic Survey in June 1991..
 CK2370
 CK2370.This Tidal Bench Mark is designated as VM 4408
 CK2370.by the Center for Operational Oceanographic Products and Services.
 CK2370
 CK2370.The geoid height was determined by GEOID03.
 CK2370
 CK2370.The dynamic height is computed by dividing the NAVD 88
 CK2370.geopotential number by the normal gravity value computed on the
 CK2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2370.degrees latitude (g = 980.6199 gals.).
 CK2370
 CK2370.The modeled gravity was interpolated from observed gravity values.
 CK2370
 CK2370;                    North         East    Units  Estimated Accuracy
 CK2370;SPC SC       -    68,400.      646,010.      MT  (+/- 180 meters Scaled)
 CK2370
 CK2370                          SUPERSEDED SURVEY CONTROL
 CK2370
 CK2370  NGVD 29 (03/21/89)    4.620  (m)           15.16   (f) ADJUSTED    1 2
 CK2370
 CK2370.Superseded values are not recommended for survey control.
 CK2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2370.See file dsdata.txt to determine how the superseded data were derived.
 CK2370
 CK2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR363903(NAD 83)
 CK2370_MARKER: DJ = TIDAL STATION DISK
 CK2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2370_SP_SET: CONCRETE POST
 CK2370_STAMPING: 7901 F 1981
 CK2370_MARK LOGO: NOS   
 CK2370_PROJECTION: FLUSH
 CK2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2370+STABILITY: SURFACE MOTION
 CK2370
 CK2370  HISTORY     - Date     Condition        Report By
 CK2370  HISTORY     - 1981     MONUMENTED       NOS
 CK2370  HISTORY     - 1983     GOOD             SCGS
 CK2370  HISTORY     - 19980620 GOOD             USPSQD
 CK2370
 CK2370                          STATION DESCRIPTION
 CK2370
 CK2370'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2370'7.1 KM (4.4 MI) EAST FROM BEAUFORT.
 CK2370'3.9 KILOMETERS (2.45 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2370'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 1.3
 CK2370'KILOMETERS (0.8 MILE) EAST ALONG COUNTY ROAD S-7-112, THENCE 0.9
 CK2370'KILOMETER (0.55 MILE) NORTHEAST ALONG COUNTY ROAD S-7-254, THENCE 0.8
 CK2370'KILOMETER (0.5 MILE) EAST ALONG COUNTY ROAD S-7-717, THENCE 0.2
 CK2370'KILOMETER (0.1 MILE) NORTH ALONG COUNTY ROAD S-7-715, SET NEAR A
 CK2370'TELEPHONE JUNCTION BOX ON THE EAST SIDE OF THE ROAD, 0.1 KILOMETER
 CK2370'(0.05 MILE) SOUTH OF THE PAVED ROAD LEADING TO THE DOCK, 3.1 METERS
 CK2370'(10.3 FEET) SOUTHEAST OF A TELEPHONE JUNCTION BOX, 9.0 METERS (29.6
 CK2370'FEET) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE NORTH ENTRANCE
 CK2370'OF THE PAVED CIRCLE DRIVE, 10.1 METERS (33.2 FEET) EAST-SOUTHEAST OF
 CK2370'THE APPROXIMATE CENTER OF COUNTY ROAD S-7-715, 40.2 METERS (132.0
 CK2370'FEET) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE WITH A
 CK2370'PAVED CIRCULAR DRIVE, 57.9 METERS (190.0 FEET) WEST-SOUTHWEST OF THE
 CK2370'SOUTHWEST CORNER OF A WOODEN GARAGE.
 CK2370'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD S-7-715.
 CK2370
 CK2370                          STATION RECOVERY (1998)
 CK2370
 CK2370'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2372 ***********************************************************************
 CK2372  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2372  DESIGNATION -  866 7901 G TIDAL
 CK2372  PID         -  CK2372
 CK2372  STATE/COUNTY-  SC/BEAUFORT
 CK2372  USGS QUAD   -  FROGMORE (1956)
 CK2372
 CK2372                         *CURRENT SURVEY CONTROL
 CK2372  ___________________________________________________________________
 CK2372* NAD 83(1986)-  32 27 10.     (N)    080 36 45.     (W)     SCALED    
 CK2372* NAVD 88     -         4.966  (meters)      16.29   (feet)  ADJUSTED  
 CK2372  ___________________________________________________________________
 CK2372  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2372  DYNAMIC HT  -           4.960 (meters)      16.27  (feet)  COMP
 CK2372  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 CK2372
 CK2372  VERT ORDER  -  FIRST     CLASS II
 CK2372
 CK2372.The horizontal coordinates were scaled from a topographic map and have
 CK2372.an estimated accuracy of +/- 6 seconds.
 CK2372
 CK2372.The orthometric height was determined by differential leveling
 CK2372.and adjusted by the National Geodetic Survey in June 1991..
 CK2372
 CK2372.This Tidal Bench Mark is designated as VM 4409
 CK2372.by the Center for Operational Oceanographic Products and Services.
 CK2372
 CK2372.The geoid height was determined by GEOID03.
 CK2372
 CK2372.The dynamic height is computed by dividing the NAVD 88
 CK2372.geopotential number by the normal gravity value computed on the
 CK2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2372.degrees latitude (g = 980.6199 gals.).
 CK2372
 CK2372.The modeled gravity was interpolated from observed gravity values.
 CK2372
 CK2372;                    North         East    Units  Estimated Accuracy
 CK2372;SPC SC       -    68,770.      646,040.      MT  (+/- 180 meters Scaled)
 CK2372
 CK2372                          SUPERSEDED SURVEY CONTROL
 CK2372
 CK2372  NGVD 29 (03/21/89)    5.248  (m)           17.22   (f) ADJUSTED    1 2
 CK2372
 CK2372.Superseded values are not recommended for survey control.
 CK2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2372.See file dsdata.txt to determine how the superseded data were derived.
 CK2372
 CK2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR364906(NAD 83)
 CK2372_MARKER: DJ = TIDAL STATION DISK
 CK2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2372_SP_SET: CONCRETE POST
 CK2372_STAMPING: 7901 G 1981
 CK2372_MARK LOGO: NOS   
 CK2372_PROJECTION: FLUSH
 CK2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2372+STABILITY: SURFACE MOTION
 CK2372
 CK2372  HISTORY     - Date     Condition        Report By
 CK2372  HISTORY     - 1981     MONUMENTED       NOS
 CK2372  HISTORY     - 1982     GOOD             SCGS
 CK2372
 CK2372                          STATION DESCRIPTION
 CK2372
 CK2372'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2372'7.2 KM (4.5 MI) EAST FROM BEAUFORT.
 CK2372'3.9 KILOMETERS (2.45 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2372'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 1.3
 CK2372'KILOMETERS (0.8 MILE) EAST ALONG COUNTY ROAD S-7-112, THENCE 0.9
 CK2372'KILOMETER (0.55 MILE) NORTHEAST ALONG COUNTY ROAD S-7-254, THENCE 0.8
 CK2372'KILOMETER (0.5 MILE) EAST ALONG COUNTY ROAD S-7-717, THENCE 0.3
 CK2372'KILOMETER (0.2 MILE) NORTH ALONG COUNTY ROAD S-7-715, SET AT THE END
 CK2372'OF A PAVED CIRCLE DRIVE, NEAR TELEPHONE JUNCTION BOX NUMBER RP 555615,
 CK2372'35.1 METERS (115.3 FEET) WEST-SOUTHWEST OF THE SOUTH CORNER OF A TWO
 CK2372'STORY HOUSE, 13.4 METERS (44.0 FEET) EAST-NORTHEAST OF A DOUBLE
 CK2372'TRUNKED LIVE OAK TREE IN THE MIDDLE OF THE PAVED CIRCLE DRIVE, 3.4
 CK2372'METERS (11.4 FEET) WEST-NORTHWEST OF TELEPHONE JUNCTION BOX NUMBER RP
 CK2372'555615.
 CK2372'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2220 ***********************************************************************
 CK2220  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2220  DESIGNATION -  866 7909 C TIDAL
 CK2220  PID         -  CK2220
 CK2220  STATE/COUNTY-  SC/BEAUFORT
 CK2220  USGS QUAD   -  BEAUFORT (1998)
 CK2220
 CK2220                         *CURRENT SURVEY CONTROL
 CK2220  ___________________________________________________________________
 CK2220* NAD 83(1986)-  32 27 03.     (N)    080 43 52.     (W)     SCALED    
 CK2220* NAVD 88     -         2.858  (meters)       9.38   (feet)  ADJUSTED  
 CK2220  ___________________________________________________________________
 CK2220  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2220  DYNAMIC HT  -           2.855 (meters)       9.37  (feet)  COMP
 CK2220  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CK2220
 CK2220  VERT ORDER  -  FIRST     CLASS II
 CK2220
 CK2220.The horizontal coordinates were scaled from a topographic map and have
 CK2220.an estimated accuracy of +/- 6 seconds.
 CK2220
 CK2220.The orthometric height was determined by differential leveling
 CK2220.and adjusted by the National Geodetic Survey in June 1991..
 CK2220
 CK2220.This Tidal Bench Mark is designated as VM 4412
 CK2220.by the Center for Operational Oceanographic Products and Services.
 CK2220
 CK2220.The geoid height was determined by GEOID03.
 CK2220
 CK2220.The dynamic height is computed by dividing the NAVD 88
 CK2220.geopotential number by the normal gravity value computed on the
 CK2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2220.degrees latitude (g = 980.6199 gals.).
 CK2220
 CK2220.The modeled gravity was interpolated from observed gravity values.
 CK2220
 CK2220;                    North         East    Units  Estimated Accuracy
 CK2220;SPC SC       -    68,520.      634,880.      MT  (+/- 180 meters Scaled)
 CK2220
 CK2220                          SUPERSEDED SURVEY CONTROL
 CK2220
 CK2220  NGVD 29 (03/21/89)    3.142  (m)           10.31   (f) ADJUSTED    1 2
 CK2220
 CK2220.Superseded values are not recommended for survey control.
 CK2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2220.See file dsdata.txt to determine how the superseded data were derived.
 CK2220
 CK2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR252904(NAD 83)
 CK2220_MARKER: DJ = TIDAL STATION DISK
 CK2220_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2220_SP_SET: GALVANIZED STEEL ROD
 CK2220_STAMPING: 7909 C 1977
 CK2220_MARK LOGO: NOS   
 CK2220_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2220+STABILITY: POSITION/ELEVATION WELL
 CK2220_ROD/PIPE-DEPTH: 6.70 meters
 CK2220
 CK2220  HISTORY     - Date     Condition        Report By
 CK2220  HISTORY     - 1977     MONUMENTED       NOS
 CK2220  HISTORY     - 1982     GOOD             SCGS
 CK2220  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2220  HISTORY     - 19980621 MARK NOT FOUND   USPSQD
 CK2220
 CK2220                          STATION DESCRIPTION
 CK2220
 CK2220'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2220'1.6 KM (1.8 MI) NW FROM BURTON.
 CK2220'0.8 KILOMETER (0.5 MILE) SOUTH ALONG U.S. HIGHWAY 21 FROM THE
 CK2220'JUNCTION OF STATE HIGHWAY 116, (ENTRANCE OF THE MARINE AIR CORP
 CK2220'STATION), SET BY A GROUP OF UTILITY BOXES NORTH OF THE BRIDGE,
 CK2220'46.3 METERS (152.0 FEET) NORTH OF THE NORTHEAST CORNER OF THE ROAD
 CK2220'BRIDGE OVER HIGHWAY 21, 13.1 METERS (43.1 FEET) EAST NORTHEAST OF
 CK2220'THE CENTERLINE OF HIGHWAY 21 AND 1.2 METERS (4.0 FEET) WEST SOUTHWEST
 CK2220'OF A POWERPOLE NO U 1718.
 CK2220'THE MARK IS ABOVE LEVEL WITH HIF.
 CK2220
 CK2220                          STATION RECOVERY (1990)
 CK2220
 CK2220'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2220'MARK NOT FOUND.
 CK2220
 CK2220                          STATION RECOVERY (1998)
 CK2220
 CK2220'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2219 ***********************************************************************
 CK2219  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2219  DESIGNATION -  866 7909 D TIDAL
 CK2219  PID         -  CK2219
 CK2219  STATE/COUNTY-  SC/BEAUFORT
 CK2219  USGS QUAD   -  BEAUFORT (1998)
 CK2219
 CK2219                         *CURRENT SURVEY CONTROL
 CK2219  ___________________________________________________________________
 CK2219* NAD 83(1986)-  32 27 05.     (N)    080 43 55.     (W)     SCALED    
 CK2219* NAVD 88     -         6.483  (meters)      21.27   (feet)  ADJUSTED  
 CK2219  ___________________________________________________________________
 CK2219  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2219  DYNAMIC HT  -           6.475 (meters)      21.24  (feet)  COMP
 CK2219  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CK2219
 CK2219  VERT ORDER  -  FIRST     CLASS II
 CK2219
 CK2219.The horizontal coordinates were scaled from a topographic map and have
 CK2219.an estimated accuracy of +/- 6 seconds.
 CK2219
 CK2219.The orthometric height was determined by differential leveling
 CK2219.and adjusted by the National Geodetic Survey in June 1991..
 CK2219
 CK2219.This Tidal Bench Mark is designated as VM 4413
 CK2219.by the Center for Operational Oceanographic Products and Services.
 CK2219
 CK2219.The geoid height was determined by GEOID03.
 CK2219
 CK2219.The dynamic height is computed by dividing the NAVD 88
 CK2219.geopotential number by the normal gravity value computed on the
 CK2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2219.degrees latitude (g = 980.6199 gals.).
 CK2219
 CK2219.The modeled gravity was interpolated from observed gravity values.
 CK2219
 CK2219;                    North         East    Units  Estimated Accuracy
 CK2219;SPC SC       -    68,580.      634,810.      MT  (+/- 180 meters Scaled)
 CK2219
 CK2219                          SUPERSEDED SURVEY CONTROL
 CK2219
 CK2219  NGVD 29 (03/21/89)    6.766  (m)           22.20   (f) ADJUSTED    1 2
 CK2219
 CK2219.Superseded values are not recommended for survey control.
 CK2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2219.See file dsdata.txt to determine how the superseded data were derived.
 CK2219
 CK2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR251905(NAD 83)
 CK2219_MARKER: DJ = TIDAL STATION DISK
 CK2219_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2219_SP_SET: GALVANIZED STEEL ROD
 CK2219_STAMPING: 7909 D 1977
 CK2219_MARK LOGO: NOS   
 CK2219_PROJECTION: FLUSH
 CK2219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2219+STABILITY: POSITION/ELEVATION WELL
 CK2219_ROD/PIPE-DEPTH: 9.10 meters
 CK2219
 CK2219  HISTORY     - Date     Condition        Report By
 CK2219  HISTORY     - 1977     MONUMENTED       NOS
 CK2219  HISTORY     - 1982     GOOD             SCGS
 CK2219  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2219  HISTORY     - 19980621 MARK NOT FOUND   USPSQD
 CK2219
 CK2219                          STATION DESCRIPTION
 CK2219
 CK2219'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2219'1.6 KM (1.0 MI) NORTH FROM BURTON.
 CK2219'0.6 KILOMETER (0.4 MILE) SOUTH ALONG U.S. 21 HIGHWAY FROM THE JUNCTION
 CK2219'OF STATE HIGHWAY 116 (THE ENTRANCE OF THE MARINE CORPS AIR STATION),
 CK2219'SET BY A POWERPOLE AT THE SOUTHEAST CORNER OF THE ENTRANCE TO A
 CK2219'TRUCKING COMPANY PARKING LOT, 8.5 METERS (28.0 FEET) SOUTH SOUTHEAST
 CK2219'OF THE SOUTH SOUTHEAST EDGE OF THE PARKING LOT, 9.4 METERS
 CK2219'(21.0 FEET) SOUTHEAST OF POWERLINE POLE NO 118224 AND 1.8 METERS
 CK2219'(6.0 FEET) EAST NORTHEAST OF A POWERPOLE GUY WIRE.
 CK2219'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2219
 CK2219                          STATION RECOVERY (1990)
 CK2219
 CK2219'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2219'MARK NOT FOUND.
 CK2219
 CK2219                          STATION RECOVERY (1998)
 CK2219
 CK2219'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2218 ***********************************************************************
 CK2218  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2218  DESIGNATION -  866 7909 E TIDAL
 CK2218  PID         -  CK2218
 CK2218  STATE/COUNTY-  SC/BEAUFORT
 CK2218  USGS QUAD   -  BEAUFORT (1998)
 CK2218
 CK2218                         *CURRENT SURVEY CONTROL
 CK2218  ___________________________________________________________________
 CK2218* NAD 83(1986)-  32 27 09.     (N)    080 43 57.     (W)     SCALED    
 CK2218* NAVD 88     -         9.112  (meters)      29.89   (feet)  ADJUSTED  
 CK2218  ___________________________________________________________________
 CK2218  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2218  DYNAMIC HT  -           9.102 (meters)      29.86  (feet)  COMP
 CK2218  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CK2218
 CK2218  VERT ORDER  -  FIRST     CLASS II
 CK2218
 CK2218.The horizontal coordinates were scaled from a topographic map and have
 CK2218.an estimated accuracy of +/- 6 seconds.
 CK2218
 CK2218.The orthometric height was determined by differential leveling
 CK2218.and adjusted by the National Geodetic Survey in June 1991..
 CK2218
 CK2218.This Tidal Bench Mark is designated as VM 4414
 CK2218.by the Center for Operational Oceanographic Products and Services.
 CK2218
 CK2218.The geoid height was determined by GEOID03.
 CK2218
 CK2218.The dynamic height is computed by dividing the NAVD 88
 CK2218.geopotential number by the normal gravity value computed on the
 CK2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2218.degrees latitude (g = 980.6199 gals.).
 CK2218
 CK2218.The modeled gravity was interpolated from observed gravity values.
 CK2218
 CK2218;                    North         East    Units  Estimated Accuracy
 CK2218;SPC SC       -    68,700.      634,750.      MT  (+/- 180 meters Scaled)
 CK2218
 CK2218                          SUPERSEDED SURVEY CONTROL
 CK2218
 CK2218  NGVD 29 (03/21/89)    9.395  (m)           30.82   (f) ADJUSTED    1 2
 CK2218
 CK2218.Superseded values are not recommended for survey control.
 CK2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2218.See file dsdata.txt to determine how the superseded data were derived.
 CK2218
 CK2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR251906(NAD 83)
 CK2218_MARKER: DJ = TIDAL STATION DISK
 CK2218_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2218_SP_SET: GALVANIZED STEEL ROD
 CK2218_STAMPING: 7909 E 1977
 CK2218_MARK LOGO: NOS   
 CK2218_PROJECTION: FLUSH
 CK2218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2218+STABILITY: POSITION/ELEVATION WELL
 CK2218_ROD/PIPE-DEPTH: 9.10 meters
 CK2218
 CK2218  HISTORY     - Date     Condition        Report By
 CK2218  HISTORY     - 1977     MONUMENTED       NOS
 CK2218  HISTORY     - 1982     GOOD             SCGS
 CK2218  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2218  HISTORY     - 19980621 MARK NOT FOUND   USPSQD
 CK2218
 CK2218                          STATION DESCRIPTION
 CK2218
 CK2218'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2218'1.9 KM (1.2 MI) NORTH FROM BURTON.
 CK2218'0.56 KILOMETER (0.35 MILE) SOUTH ALONG U.S. HIGHWAY 21 FROM THE
 CK2218'JUNCTION OF STATE HIGHWAY 116 (THE ENTRANCE TO THE MARINE CORPS
 CK2218'AIR STATION), SET ACROSS THE HIGHWAY, AND IN LINE WITH THE MOST
 CK2218'NORTHERLY DRIVE LEADING TO THE FIRST COMMUNITY FEDERAL CREDIT
 CK2218'UNION, 1.3 METERS (4.3 FEET) EAST OF A POWERLINE POLE NO 236956,
 CK2218'12.9 METERS (42.2 FEET) WEST OF THE CENTERLINE OF HIGHWAY 21
 CK2218'AND 17.0 METERS (55.5 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE
 CK2218'DRIVEWAY LEADING TO THE G W TRACK PACKING HOUSE.
 CK2218'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK2218
 CK2218                          STATION RECOVERY (1990)
 CK2218
 CK2218'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2218'MARK NOT FOUND.
 CK2218
 CK2218                          STATION RECOVERY (1998)
 CK2218
 CK2218'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0847 ***********************************************************************
 CK0847  DESIGNATION -  866 7946 TIDAL 2
 CK0847  PID         -  CK0847
 CK0847  STATE/COUNTY-  SC/BEAUFORT
 CK0847  USGS QUAD   -  FROGMORE (1956)
 CK0847
 CK0847                         *CURRENT SURVEY CONTROL
 CK0847  ___________________________________________________________________
 CK0847* NAD 83(1986)-  32 27 37.     (N)    080 36 38.     (W)     SCALED    
 CK0847* NAVD 88     -         3.666  (meters)      12.03   (feet)  ADJUSTED  
 CK0847  ___________________________________________________________________
 CK0847  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK0847  DYNAMIC HT  -           3.662 (meters)      12.01  (feet)  COMP
 CK0847  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 CK0847
 CK0847  VERT ORDER  -  FIRST     CLASS II
 CK0847
 CK0847.The horizontal coordinates were scaled from a topographic map and have
 CK0847.an estimated accuracy of +/- 6 seconds.
 CK0847
 CK0847.The orthometric height was determined by differential leveling
 CK0847.and adjusted by the National Geodetic Survey in June 1991..
 CK0847.WARNING-Repeat measurements at this control monument indicate possible
 CK0847.vertical movement.
 CK0847
 CK0847.The geoid height was determined by GEOID03.
 CK0847
 CK0847.The dynamic height is computed by dividing the NAVD 88
 CK0847.geopotential number by the normal gravity value computed on the
 CK0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0847.degrees latitude (g = 980.6199 gals.).
 CK0847
 CK0847.The modeled gravity was interpolated from observed gravity values.
 CK0847
 CK0847;                    North         East    Units  Estimated Accuracy
 CK0847;SPC SC       -    69,600.      646,220.      MT  (+/- 180 meters Scaled)
 CK0847
 CK0847                          SUPERSEDED SURVEY CONTROL
 CK0847
 CK0847  NGVD 29 (03/21/89)    3.949  (m)           12.96   (f) ADJUSTED    1 2
 CK0847
 CK0847.Superseded values are not recommended for survey control.
 CK0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0847.See file dsdata.txt to determine how the superseded data were derived.
 CK0847
 CK0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR366915(NAD 83)
 CK0847_MARKER: DJ = TIDAL STATION DISK
 CK0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0847_SP_SET: CON APRON
 CK0847_STAMPING: NO 2 1956
 CK0847_MARK LOGO: CGS   
 CK0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0847+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 CK0847
 CK0847  HISTORY     - Date     Condition        Report By
 CK0847  HISTORY     - 1956     MONUMENTED       CGS
 CK0847  HISTORY     - 1962     GOOD             NGS
 CK0847  HISTORY     - 1982     GOOD             SCGS
 CK0847  HISTORY     - 1990     GOOD             USPSQD
 CK0847  HISTORY     - 20020619 GOOD             USPSQD
 CK0847  HISTORY     - 20051123 GOOD             USPSQD
 CK0847
 CK0847                          STATION DESCRIPTION
 CK0847
 CK0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0847'6.2 MI NE FROM BEAUFORT.
 CK0847'1.85 MILE SOUTHEAST ON U.S. HIGHWAY 21 FROM THE POST OFFICE IN
 CK0847'BEAUFORT, THENCE 2.2 MILES NORTHEAST ON STATE HIGHWAY 802, THENCE
 CK0847'1.8 MILE EAST AND NORTHEAST ON BLACKTOPPED ROAD LEADING TO BRUCE
 CK0847'G. PRATT KENNELS HOSPITAL TO A GATE, THENCE 0.5 MILE EAST ON A
 CK0847'PRIVATE ROAD TO THE DR. GEORGE H. PRATT RESIDENCE (HOLLY HALL).
 CK0847'ABOUT 1 MILE NORTH OF THE JUNCTION OF MORGAN RIVER AND LUCY POINT
 CK0847'CREEK, 110 FEET WEST OF THE ENTRANCE DRIVEWAY AND 3 FEET NORTH
 CK0847'OF THE CONCRETE APRON TO THE GARAGE.
 CK0847
 CK0847                          STATION RECOVERY (1982)
 CK0847
 CK0847'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0847'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.9 KILOMETERS
 CK0847'(2.4 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE JUNCTION OF
 CK0847'U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 1.3 KILOMETERS (0.8
 CK0847'MILE) EAST ALONG COUNTY ROAD S-7-112, THENCE 1.8 KILOMETERS (1.1
 CK0847'MILES) NORTHEAST ALONG COUNTY ROAD S-7-254, TO THE ENTRANCE OF THE
 CK0847'KENNELS ANIMAL HOSPITAL, THENCE 0.6 KILOMETER (0.4 MILE) ALONG SAND
 CK0847'ROAD FROM THE ENTRANCE, SET IN A BRICK STEP, AT THE NORTHEAST END OF
 CK0847'THE MAINTENANCE SHED, NEXT TO THE ONE STALL GARAGE.
 CK0847'THE MARK IS 0.30 M ABOVE AREA.
 CK0847
 CK0847                          STATION RECOVERY (1990)
 CK0847
 CK0847'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK0847'RECOVERED IN GOOD CONDITION.
 CK0847
 CK0847                          STATION RECOVERY (2002)
 CK0847
 CK0847'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK0847'RECOVERED IN GOOD CONDITION.
 CK0847
 CK0847                          STATION RECOVERY (2005)
 CK0847
 CK0847'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0848 ***********************************************************************
 CK0848  DESIGNATION -  866 7946 TIDAL 3
 CK0848  PID         -  CK0848
 CK0848  STATE/COUNTY-  SC/BEAUFORT
 CK0848  USGS QUAD   -  FROGMORE (1956)
 CK0848
 CK0848                         *CURRENT SURVEY CONTROL
 CK0848  ___________________________________________________________________
 CK0848* NAD 83(1986)-  32 27 37.     (N)    080 36 38.     (W)     SCALED    
 CK0848* NAVD 88     -         3.912  (meters)      12.83   (feet)  ADJUSTED  
 CK0848  ___________________________________________________________________
 CK0848  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK0848  DYNAMIC HT  -           3.907 (meters)      12.82  (feet)  COMP
 CK0848  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 CK0848
 CK0848  VERT ORDER  -  FIRST     CLASS II
 CK0848
 CK0848.The horizontal coordinates were scaled from a topographic map and have
 CK0848.an estimated accuracy of +/- 6 seconds.
 CK0848
 CK0848.The orthometric height was determined by differential leveling
 CK0848.and adjusted by the National Geodetic Survey in June 1991..
 CK0848
 CK0848.The geoid height was determined by GEOID03.
 CK0848
 CK0848.The dynamic height is computed by dividing the NAVD 88
 CK0848.geopotential number by the normal gravity value computed on the
 CK0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0848.degrees latitude (g = 980.6199 gals.).
 CK0848
 CK0848.The modeled gravity was interpolated from observed gravity values.
 CK0848
 CK0848;                    North         East    Units  Estimated Accuracy
 CK0848;SPC SC       -    69,600.      646,220.      MT  (+/- 180 meters Scaled)
 CK0848
 CK0848                          SUPERSEDED SURVEY CONTROL
 CK0848
 CK0848  NGVD 29 (03/21/89)    4.194  (m)           13.76   (f) ADJUSTED    1 2
 CK0848
 CK0848.Superseded values are not recommended for survey control.
 CK0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0848.See file dsdata.txt to determine how the superseded data were derived.
 CK0848
 CK0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR366915(NAD 83)
 CK0848_MARKER: DJ = TIDAL STATION DISK
 CK0848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0848_STAMPING: NO 3 1956
 CK0848_MARK LOGO: CGS   
 CK0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0848+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 CK0848
 CK0848  HISTORY     - Date     Condition        Report By
 CK0848  HISTORY     - 1956     MONUMENTED       CGS
 CK0848  HISTORY     - 1962     GOOD             NGS
 CK0848  HISTORY     - 1982     GOOD             SCGS
 CK0848  HISTORY     - 1990     GOOD             USPSQD
 CK0848  HISTORY     - 20020619 GOOD             USPSQD
 CK0848  HISTORY     - 20051123 GOOD             USPSQD
 CK0848
 CK0848                          STATION DESCRIPTION
 CK0848
 CK0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0848'6.2 MI NE FROM BEAUFORT.
 CK0848'1.85 MILE SOUTHEAST ON U.S. HIGHWAY 21 FROM THE POST OFFICE IN
 CK0848'BEAUFORT, THENCE 2.2 MILES NORTHEAST ON STATE HIGHWAY 802, THENCE
 CK0848'1.8 MILE EAST AND NORTHEAST ON BLACKTOPPED ROAD LEADING TO THE
 CK0848'BRUCE G. PRATT KENNELS HOSPITAL (HOLLY HALL) TO A GATE, THENCE
 CK0848'0.5 MILE EAST ON A PRIVATE ROAD TO THE DR. GEORGE H. PRATT (HOLLY
 CK0848'HALL).  ABOUT 1 MILE NORTH OF THE JUNCTION OF MORGAN RIVER AND
 CK0848'LUCY POINT CREEK, 110 FEET WEST OF THE ENTRANCE DRIVE, 42 FEET
 CK0848'SOUTH OF THE SOUTH EDGE OF A FOUR STALL GARAGE AND 0.5 EAST OF
 CK0848'THE WEST EDGE OF CONCRETE APRON.  SET IN A DRILL HOLE IN THE
 CK0848'CONCRETE APRON OF A ONE STALL GARAGE.
 CK0848
 CK0848                          STATION RECOVERY (1982)
 CK0848
 CK0848'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0848'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.9 KILOMETERS
 CK0848'(2.4 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE JUNCTION OF
 CK0848'U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 1.3 KILOMETERS (0.8
 CK0848'MILE) EAST ALONG COUNTY ROAD S-7-112, THENCE 1.8 KILOMETERS (1.1
 CK0848'MILES) NORTHEAST ALONG COUNTY ROAD S-7-254 TO THE ENTRANCE OF THE
 CK0848'KENNELS ANIMAL HOSPITAL, THENCE 0.6 KILOMETER (0.4 MILE) ALONG SAND
 CK0848'ROAD FROM THE ENTRANCE, SET IN A DRILL HOLE IN THE CONCRETE APRON OF A
 CK0848'ONE STALL GARAGE.
 CK0848'THE MARK IS ABOVE LEVEL WITH AREA.
 CK0848
 CK0848                          STATION RECOVERY (1990)
 CK0848
 CK0848'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK0848'RECOVERED IN GOOD CONDITION.
 CK0848
 CK0848                          STATION RECOVERY (2002)
 CK0848
 CK0848'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK0848'RECOVERED IN GOOD CONDITION.
 CK0848
 CK0848                          STATION RECOVERY (2005)
 CK0848
 CK0848'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2375 ***********************************************************************
 CK2375  DESIGNATION -  866 7946 TIDAL 4
 CK2375  PID         -  CK2375
 CK2375  STATE/COUNTY-  SC/BEAUFORT
 CK2375  USGS QUAD   -  FROGMORE (1956)
 CK2375
 CK2375                         *CURRENT SURVEY CONTROL
 CK2375  ___________________________________________________________________
 CK2375* NAD 83(1986)-  32 26 47.     (N)    080 36 39.     (W)     SCALED    
 CK2375* NAVD 88     -         2.036  (meters)       6.68   (feet)  ADJUSTED  
 CK2375  ___________________________________________________________________
 CK2375  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2375  DYNAMIC HT  -           2.034 (meters)       6.67  (feet)  COMP
 CK2375  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CK2375
 CK2375  VERT ORDER  -  FIRST     CLASS II
 CK2375
 CK2375.The horizontal coordinates were scaled from a topographic map and have
 CK2375.an estimated accuracy of +/- 6 seconds.
 CK2375
 CK2375.The orthometric height was determined by differential leveling
 CK2375.and adjusted by the National Geodetic Survey in June 1991..
 CK2375
 CK2375.The geoid height was determined by GEOID03.
 CK2375
 CK2375.The dynamic height is computed by dividing the NAVD 88
 CK2375.geopotential number by the normal gravity value computed on the
 CK2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2375.degrees latitude (g = 980.6199 gals.).
 CK2375
 CK2375.The modeled gravity was interpolated from observed gravity values.
 CK2375
 CK2375;                    North         East    Units  Estimated Accuracy
 CK2375;SPC SC       -    68,060.      646,200.      MT  (+/- 180 meters Scaled)
 CK2375
 CK2375                          SUPERSEDED SURVEY CONTROL
 CK2375
 CK2375  NGVD 29 (03/21/89)    2.318  (m)            7.61   (f) ADJUSTED    1 2
 CK2375
 CK2375.Superseded values are not recommended for survey control.
 CK2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2375.See file dsdata.txt to determine how the superseded data were derived.
 CK2375
 CK2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR365899(NAD 83)
 CK2375_MARKER: DJ = TIDAL STATION DISK
 CK2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2375_SP_SET: CONCRETE POST
 CK2375_STAMPING: NO 4 1974
 CK2375_MARK LOGO: NOS   
 CK2375_PROJECTION: FLUSH
 CK2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2375+STABILITY: SURFACE MOTION
 CK2375
 CK2375  HISTORY     - Date     Condition        Report By
 CK2375  HISTORY     - 1974     MONUMENTED       NOS
 CK2375  HISTORY     - 1982     GOOD             SCGS
 CK2375  HISTORY     - 1990     GOOD             USPSQD
 CK2375  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 CK2375  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2375
 CK2375                          STATION DESCRIPTION
 CK2375
 CK2375'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2375'7.15 KM (4.5 MI) EAST FROM BEAUFORT.
 CK2375'3.9 KILOMETERS (2.45 MILES) NORTHEAST ALONG STATE HIGHWAY 802 FROM THE
 CK2375'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 1.3
 CK2375'KILOMETERS (0.8 MILE) EAST ALONG COUNTY ROAD S-7-112, THENCE 0.85
 CK2375'KILOMETER (0.55 MILE) NORTHEAST ALONG COUNTY ROAD S-7-254, THENCE 0.8
 CK2375'KILOMETER (0.5 MILE) EAST ALONG COUNTY ROAD S-7-717, THENCE 0.3
 CK2375'KILOMETER (0.2 MILE) SOUTH ALONG COUNTY ROAD S-7-715, SET IN THE BACK
 CK2375'YARD OF A 2 1/2 STORY HOUSE, 27.7 METERS (91.0 FEET) EAST-NORTHEAST OF
 CK2375'THE SOUTHEAST CORNER OF THE HOUSE, 10.3 METERS (33.8 FEET)
 CK2375'NORTH-NORTHWEST OF A 12-INCH BLAZED PALMETTO TREE, 14.7 METERS (48.5
 CK2375'FEET) SOUTH-SOUTHWEST OF A LONE 24-INCH OAK TREE AT THE EDGE OF THE
 CK2375'HIGH WATER LINE, 1.5 METERS (5.0 FEET) EAST-SOUTHEAST OF THE CENTER
 CK2375'TREE OF A GROUP OF THREE OAK TREES, NO TIDAL INFORMATION COULD BE
 CK2375'FOUND ON THIS MARK.
 CK2375'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2375
 CK2375                          STATION RECOVERY (1990)
 CK2375
 CK2375'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2375'RECOVERED IN GOOD CONDITION.
 CK2375
 CK2375                          STATION RECOVERY (2002)
 CK2375
 CK2375'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2375'NOT FOUND.  SEARCHED YARD OF HOUSE WITH MICRONTA 4001.  NO WP HERE.
 CK2375
 CK2375                          STATION RECOVERY (2005)
 CK2375
 CK2375'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2324 ***********************************************************************
 CK2324  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2324  DESIGNATION -  866 7972 A TIDAL
 CK2324  PID         -  CK2324
 CK2324  STATE/COUNTY-  SC/BEAUFORT
 CK2324  USGS QUAD   -  FROGMORE (1956)
 CK2324
 CK2324                         *CURRENT SURVEY CONTROL
 CK2324  ___________________________________________________________________
 CK2324* NAD 83(1986)-  32 26 51.     (N)    080 31 59.     (W)     SCALED    
 CK2324* NAVD 88     -         1.544  (meters)       5.07   (feet)  ADJUSTED  
 CK2324  ___________________________________________________________________
 CK2324  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2324  DYNAMIC HT  -           1.542 (meters)       5.06  (feet)  COMP
 CK2324  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CK2324
 CK2324  VERT ORDER  -  FIRST     CLASS II
 CK2324
 CK2324.The horizontal coordinates were scaled from a topographic map and have
 CK2324.an estimated accuracy of +/- 6 seconds.
 CK2324
 CK2324.The orthometric height was determined by differential leveling
 CK2324.and adjusted by the National Geodetic Survey in June 1991..
 CK2324
 CK2324.This Tidal Bench Mark is designated as VM 4420
 CK2324.by the Center for Operational Oceanographic Products and Services.
 CK2324
 CK2324.The geoid height was determined by GEOID03.
 CK2324
 CK2324.The dynamic height is computed by dividing the NAVD 88
 CK2324.geopotential number by the normal gravity value computed on the
 CK2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2324.degrees latitude (g = 980.6199 gals.).
 CK2324
 CK2324.The modeled gravity was interpolated from observed gravity values.
 CK2324
 CK2324;                    North         East    Units  Estimated Accuracy
 CK2324;SPC SC       -    68,210.      653,510.      MT  (+/- 180 meters Scaled)
 CK2324
 CK2324                          SUPERSEDED SURVEY CONTROL
 CK2324
 CK2324  NGVD 29 (03/21/89)    1.825  (m)            5.99   (f) ADJUSTED    1 2
 CK2324
 CK2324.Superseded values are not recommended for survey control.
 CK2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2324.See file dsdata.txt to determine how the superseded data were derived.
 CK2324
 CK2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR438901(NAD 83)
 CK2324_MARKER: DJ = TIDAL STATION DISK
 CK2324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2324_SP_SET: STAINLESS STEEL ROD
 CK2324_STAMPING: 7972 A 1978
 CK2324_MARK LOGO: NOS   
 CK2324_PROJECTION: FLUSH
 CK2324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2324_ROD/PIPE-DEPTH: 13.7 meters
 CK2324
 CK2324  HISTORY     - Date     Condition        Report By
 CK2324  HISTORY     - 1978     MONUMENTED       NOS
 CK2324  HISTORY     - 1982     GOOD             SCGS
 CK2324  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2324
 CK2324                          STATION DESCRIPTION
 CK2324
 CK2324'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2324'8.4 KM (5.2 MI) NE FROM FROGMORE.
 CK2324'1.3 KILOMETERS (0.8 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2324'OFFICE IN FROGMORE, THENCE 7.1 KILOMETERS (4.4 MILES) NORTH ALONG
 CK2324'COUNTY ROAD S-7-74 TO A SAND DRIVE WITH BRICK PILLARS AT THE ENTRANCE,
 CK2324'SET AT THE NORTHEAST SIDE OF A BREEZE WAY WHICH IS CONNECTED TO A TWO
 CK2324'STORY BLOCK HOUSE, 27.7 METERS (91.0 FEET) SOUTH-SOUTHWEST OF THE
 CK2324'SOUTHEAST CORNER OF A WOOD AND BRICK TWO STORY HOUSE, 11.5 METERS
 CK2324'(38.0 FEET) WEST-NORTHWEST OF THE EDGE OF A 4-FOOT BANK (HIGH WATER
 CK2324'LINE), 18.2 METERS (60.0 FEET) NORTH-NORTHWEST OF THE CENTER OF THE
 CK2324'ENTRANCE TO A WOODEN DOCK, 1.5 METERS (5.0 FEET) NORTH-NORTHEAST OF
 CK2324'THE NORTHEAST END OF THE BREEZE WAY.
 CK2324'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2324
 CK2324                          STATION RECOVERY (2002)
 CK2324
 CK2324'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2324'NOT FOUND.  FOLLOWED SR 7-183 TO EDDINGS POINT.  FOUND CLOSED, LOCKED
 CK2324'GATE.  NO ACCESS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2325 ***********************************************************************
 CK2325  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2325  DESIGNATION -  866 7972 B TIDAL
 CK2325  PID         -  CK2325
 CK2325  STATE/COUNTY-  SC/BEAUFORT
 CK2325  USGS QUAD   -  FROGMORE (1956)
 CK2325
 CK2325                         *CURRENT SURVEY CONTROL
 CK2325  ___________________________________________________________________
 CK2325* NAD 83(1986)-  32 26 51.     (N)    080 32 00.     (W)     SCALED    
 CK2325* NAVD 88     -         1.615  (meters)       5.30   (feet)  ADJUSTED  
 CK2325  ___________________________________________________________________
 CK2325  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2325  DYNAMIC HT  -           1.613 (meters)       5.29  (feet)  COMP
 CK2325  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CK2325
 CK2325  VERT ORDER  -  FIRST     CLASS II
 CK2325
 CK2325.The horizontal coordinates were scaled from a topographic map and have
 CK2325.an estimated accuracy of +/- 6 seconds.
 CK2325
 CK2325.The orthometric height was determined by differential leveling
 CK2325.and adjusted by the National Geodetic Survey in June 1991..
 CK2325
 CK2325.This Tidal Bench Mark is designated as VM 4421
 CK2325.by the Center for Operational Oceanographic Products and Services.
 CK2325
 CK2325.The geoid height was determined by GEOID03.
 CK2325
 CK2325.The dynamic height is computed by dividing the NAVD 88
 CK2325.geopotential number by the normal gravity value computed on the
 CK2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2325.degrees latitude (g = 980.6199 gals.).
 CK2325
 CK2325.The modeled gravity was interpolated from observed gravity values.
 CK2325
 CK2325;                    North         East    Units  Estimated Accuracy
 CK2325;SPC SC       -    68,210.      653,480.      MT  (+/- 180 meters Scaled)
 CK2325
 CK2325                          SUPERSEDED SURVEY CONTROL
 CK2325
 CK2325  NGVD 29 (03/21/89)    1.897  (m)            6.22   (f) ADJUSTED    1 2
 CK2325
 CK2325.Superseded values are not recommended for survey control.
 CK2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2325.See file dsdata.txt to determine how the superseded data were derived.
 CK2325
 CK2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR438901(NAD 83)
 CK2325_MARKER: DJ = TIDAL STATION DISK
 CK2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2325_SP_SET: CONCRETE POST
 CK2325_STAMPING: 7972 B 1978
 CK2325_MARK LOGO: NOS   
 CK2325_PROJECTION: FLUSH
 CK2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2325+STABILITY: SURFACE MOTION
 CK2325
 CK2325  HISTORY     - Date     Condition        Report By
 CK2325  HISTORY     - 1978     MONUMENTED       NOS
 CK2325  HISTORY     - 1982     GOOD             SCGS
 CK2325  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2325
 CK2325                          STATION DESCRIPTION
 CK2325
 CK2325'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2325'8.4 KM (5.2 MI) NE FROM FROGMORE.
 CK2325'1.3 KILOMETERS (0.8 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2325'OFFICE IN FROGMORE, THENCE 7.1 KILOMETERS (4.4 MILES) NORTH ALONG
 CK2325'COUNTY ROAD S-7-74 TO A SAND DRIVE WITH BRICK PILLARS AT THE ENTRANCE,
 CK2325'SET NEAR A POWER POLE WITH A TRANSFORMER AND A YARD LIGHT JUST WEST OF
 CK2325'THE TWO STORY BLOCK HOUSE WITH A BREEZE WAY, 48.4 METERS (159.0 FEET)
 CK2325'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE BLOCK HOUSE, 3.6 METERS
 CK2325'(12.0 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A GRASSY
 CK2325'DRIVE, 1.5 METERS (5.7 FEET) SOUTH-SOUTHEAST OF A POWER POLE NUMBER
 CK2325'61680, 21.8 METERS (71.9 FEET) NORTH-NORTHEAST OF A 3-FOOT WATER PIPE
 CK2325'STICKING OUT OF THE GROUND.
 CK2325'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2325
 CK2325                          STATION RECOVERY (2002)
 CK2325
 CK2325'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2325'NOT FOUND.  FOLLOWED SR 7-183 TO EDDINGS POINT.  FOUND CLOSED, LOCKED
 CK2325'GATE.  NO ACCESS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2323 ***********************************************************************
 CK2323  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2323  DESIGNATION -  866 7972 C TIDAL
 CK2323  PID         -  CK2323
 CK2323  STATE/COUNTY-  SC/BEAUFORT
 CK2323  USGS QUAD   -  FROGMORE (1956)
 CK2323
 CK2323                         *CURRENT SURVEY CONTROL
 CK2323  ___________________________________________________________________
 CK2323* NAD 83(1986)-  32 26 51.     (N)    080 32 04.     (W)     SCALED    
 CK2323* NAVD 88     -         2.381  (meters)       7.81   (feet)  ADJUSTED  
 CK2323  ___________________________________________________________________
 CK2323  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2323  DYNAMIC HT  -           2.378 (meters)       7.80  (feet)  COMP
 CK2323  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CK2323
 CK2323  VERT ORDER  -  FIRST     CLASS II
 CK2323
 CK2323.The horizontal coordinates were scaled from a topographic map and have
 CK2323.an estimated accuracy of +/- 6 seconds.
 CK2323
 CK2323.The orthometric height was determined by differential leveling
 CK2323.and adjusted by the National Geodetic Survey in June 1991..
 CK2323
 CK2323.This Tidal Bench Mark is designated as VM 4422
 CK2323.by the Center for Operational Oceanographic Products and Services.
 CK2323
 CK2323.The geoid height was determined by GEOID03.
 CK2323
 CK2323.The dynamic height is computed by dividing the NAVD 88
 CK2323.geopotential number by the normal gravity value computed on the
 CK2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2323.degrees latitude (g = 980.6199 gals.).
 CK2323
 CK2323.The modeled gravity was interpolated from observed gravity values.
 CK2323
 CK2323;                    North         East    Units  Estimated Accuracy
 CK2323;SPC SC       -    68,210.      653,380.      MT  (+/- 180 meters Scaled)
 CK2323
 CK2323                          SUPERSEDED SURVEY CONTROL
 CK2323
 CK2323  NGVD 29 (03/21/89)    2.662  (m)            8.73   (f) ADJUSTED    1 2
 CK2323
 CK2323.Superseded values are not recommended for survey control.
 CK2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2323.See file dsdata.txt to determine how the superseded data were derived.
 CK2323
 CK2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR437901(NAD 83)
 CK2323_MARKER: DJ = TIDAL STATION DISK
 CK2323_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2323_SP_SET: STAINLESS STEEL ROD
 CK2323_STAMPING: 7972 C 1978
 CK2323_MARK LOGO: NOS   
 CK2323_PROJECTION: FLUSH
 CK2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2323_ROD/PIPE-DEPTH: 11.6 meters
 CK2323
 CK2323  HISTORY     - Date     Condition        Report By
 CK2323  HISTORY     - 1978     MONUMENTED       NOS
 CK2323  HISTORY     - 1982     GOOD             SCGS
 CK2323  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2323
 CK2323                          STATION DESCRIPTION
 CK2323
 CK2323'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2323'8.4 KM (5.2 MI) NE FROM FROGMORE.
 CK2323'1.3 KILOMETERS (0.85 MILE) EAST ALONG U.S. HIGHWAY 21, FROM THE POST
 CK2323'OFFICE IN FROGMORE, THENCE 7.1 KILOMETERS (4.45 MILES) NORTH ALONG
 CK2323'COUNTY ROAD S-7-74 TO A SAND DRIVE WITH BRICK PILLARS AT THE ENTRANCE,
 CK2323'SET NEAR A BRICK PILLAR AT THE END OF THE PAVEMENT, 84.2 METERS (276.0
 CK2323'FEET) SOUTH-SOUTHEAST OF 866 7972 D TIDAL, 10.4 METERS (34.0 FEET)
 CK2323'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 2.8 METERS
 CK2323'(9.7 FEET) NORTH-NORTHWEST OF THE BRICK PILLAR, 0.8 METER (2.6 FEET)
 CK2323'WEST-SOUTHWEST OF A WOODEN FENCE, 28.3 METERS (93.0 FEET)
 CK2323'NORTH-NORTHEAST OF A FIRE HYDRANT.
 CK2323'THE MARK IS 0.60 M ABOVE SAND ROAD.
 CK2323
 CK2323                          STATION RECOVERY (2002)
 CK2323
 CK2323'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2323'NOT FOUND.  FOLLOWED SR 7-183 TO EDDINGS POINT.  FOUND CLOSED, LOCKED
 CK2323'GATE.  NO ACCESS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2327 ***********************************************************************
 CK2327  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2327  DESIGNATION -  866 7972 D TIDAL
 CK2327  PID         -  CK2327
 CK2327  STATE/COUNTY-  SC/BEAUFORT
 CK2327  USGS QUAD   -  FROGMORE (1956)
 CK2327
 CK2327                         *CURRENT SURVEY CONTROL
 CK2327  ___________________________________________________________________
 CK2327* NAD 83(1986)-  32 26 50.     (N)    080 32 04.     (W)     SCALED    
 CK2327* NAVD 88     -         2.420  (meters)       7.94   (feet)  ADJUSTED  
 CK2327  ___________________________________________________________________
 CK2327  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2327  DYNAMIC HT  -           2.417 (meters)       7.93  (feet)  COMP
 CK2327  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CK2327
 CK2327  VERT ORDER  -  FIRST     CLASS II
 CK2327
 CK2327.The horizontal coordinates were scaled from a topographic map and have
 CK2327.an estimated accuracy of +/- 6 seconds.
 CK2327
 CK2327.The orthometric height was determined by differential leveling
 CK2327.and adjusted by the National Geodetic Survey in June 1991..
 CK2327
 CK2327.This Tidal Bench Mark is designated as VM 4423
 CK2327.by the Center for Operational Oceanographic Products and Services.
 CK2327
 CK2327.The geoid height was determined by GEOID03.
 CK2327
 CK2327.The dynamic height is computed by dividing the NAVD 88
 CK2327.geopotential number by the normal gravity value computed on the
 CK2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2327.degrees latitude (g = 980.6199 gals.).
 CK2327
 CK2327.The modeled gravity was interpolated from observed gravity values.
 CK2327
 CK2327;                    North         East    Units  Estimated Accuracy
 CK2327;SPC SC       -    68,180.      653,380.      MT  (+/- 180 meters Scaled)
 CK2327
 CK2327                          SUPERSEDED SURVEY CONTROL
 CK2327
 CK2327  NGVD 29 (03/21/89)    2.701  (m)            8.86   (f) ADJUSTED    1 2
 CK2327
 CK2327.Superseded values are not recommended for survey control.
 CK2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2327.See file dsdata.txt to determine how the superseded data were derived.
 CK2327
 CK2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR437901(NAD 83)
 CK2327_MARKER: DJ = TIDAL STATION DISK
 CK2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2327_SP_SET: CONCRETE POST
 CK2327_STAMPING: 7972 D 1978
 CK2327_MARK LOGO: NOS   
 CK2327_PROJECTION: FLUSH
 CK2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2327+STABILITY: SURFACE MOTION
 CK2327
 CK2327  HISTORY     - Date     Condition        Report By
 CK2327  HISTORY     - 1978     MONUMENTED       NOS
 CK2327  HISTORY     - 1982     GOOD             SCGS
 CK2327  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2327
 CK2327                          STATION DESCRIPTION
 CK2327
 CK2327'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2327'8.4 KM (5.2 MI) NE FROM FROGMORE.
 CK2327'1.3 KILOMETERS (0.8 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2327'OFFICE IN FROGMORE, THENCE 7.1 KILOMETERS (4.4 MILES) NORTH ALONG
 CK2327'COUNTY ROAD S-7-74 TO A SAND DRIVE WITH BRICK PILLARS AT THE ENTRANCE,
 CK2327'SET ON THE RIGHT SIDE OF THE ROAD NEAR TWO 24-INCH PALMETTO TREES AND
 CK2327'A 12-INCH LEANING OAK TREE, 85.1 METERS (279.0 FEET) SOUTH-SOUTHEAST
 CK2327'OF 866 7972 E TIDAL, 84.2 METERS (276.0 FEET) NORTH-NORTHWEST OF 866
 CK2327'7972 C TIDAL, 6.4 METERS (21.0 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 CK2327'CENTER OF A SAND ROAD LEADING NORTHWEST.
 CK2327'THE MARK IS 0.60 M ABOVE SAND ROAD.
 CK2327
 CK2327                          STATION RECOVERY (2002)
 CK2327
 CK2327'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2327'NOT FOUND.  FOLLOWED SR 7-183 TO EDDINGS POINT.  FOUND CLOSED, LOCKED
 CK2327'GATE.  NO ACCESS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2326 ***********************************************************************
 CK2326  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2326  DESIGNATION -  866 7972 E TIDAL
 CK2326  PID         -  CK2326
 CK2326  STATE/COUNTY-  SC/BEAUFORT
 CK2326  USGS QUAD   -  FROGMORE (1956)
 CK2326
 CK2326                         *CURRENT SURVEY CONTROL
 CK2326  ___________________________________________________________________
 CK2326* NAD 83(1986)-  32 26 49.     (N)    080 32 04.     (W)     SCALED    
 CK2326* NAVD 88     -         2.139  (meters)       7.02   (feet)  ADJUSTED  
 CK2326  ___________________________________________________________________
 CK2326  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2326  DYNAMIC HT  -           2.136 (meters)       7.01  (feet)  COMP
 CK2326  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CK2326
 CK2326  VERT ORDER  -  FIRST     CLASS II
 CK2326
 CK2326.The horizontal coordinates were scaled from a topographic map and have
 CK2326.an estimated accuracy of +/- 6 seconds.
 CK2326
 CK2326.The orthometric height was determined by differential leveling
 CK2326.and adjusted by the National Geodetic Survey in June 1991..
 CK2326
 CK2326.This Tidal Bench Mark is designated as VM 4424
 CK2326.by the Center for Operational Oceanographic Products and Services.
 CK2326
 CK2326.The geoid height was determined by GEOID03.
 CK2326
 CK2326.The dynamic height is computed by dividing the NAVD 88
 CK2326.geopotential number by the normal gravity value computed on the
 CK2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2326.degrees latitude (g = 980.6199 gals.).
 CK2326
 CK2326.The modeled gravity was interpolated from observed gravity values.
 CK2326
 CK2326;                    North         East    Units  Estimated Accuracy
 CK2326;SPC SC       -    68,150.      653,380.      MT  (+/- 180 meters Scaled)
 CK2326
 CK2326                          SUPERSEDED SURVEY CONTROL
 CK2326
 CK2326  NGVD 29 (03/21/89)    2.420  (m)            7.94   (f) ADJUSTED    1 2
 CK2326
 CK2326.Superseded values are not recommended for survey control.
 CK2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2326.See file dsdata.txt to determine how the superseded data were derived.
 CK2326
 CK2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR437900(NAD 83)
 CK2326_MARKER: DJ = TIDAL STATION DISK
 CK2326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2326_SP_SET: STAINLESS STEEL ROD
 CK2326_STAMPING: 7972 E 1978
 CK2326_MARK LOGO: NOS   
 CK2326_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2326+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 CK2326_ROD/PIPE-DEPTH: 12.5 meters
 CK2326
 CK2326  HISTORY     - Date     Condition        Report By
 CK2326  HISTORY     - 1978     MONUMENTED       NOS
 CK2326  HISTORY     - 1982     GOOD             SCGS
 CK2326  HISTORY     - 20020616 GOOD             USPSQD
 CK2326
 CK2326                          STATION DESCRIPTION
 CK2326
 CK2326'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2326'8.4 KM (5.2 MI) NE FROM FROGMORE.
 CK2326'1.3 KILOMETERS (0.8 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2326'OFFICE IN FROGMORE, THENCE 7.1 KILOMETERS (4.4 MILES) NORTH ALONG
 CK2326'COUNTY ROAD S-7-74 TO A SAND DRIVE WITH BRICK PILLARS AT THE ENTRANCE,
 CK2326'SET AT THE NORTH ENTRANCE NEAR A BRICK MONUMENT, 18.9 METERS (62.0
 CK2326'FEET) NORTH-NORTHEAST OF POWER POLE NUMBER 267974, 6.7 METERS (22.0
 CK2326'FEET) NORTHEAST OF THE APPROXIMATE CENTER OF A SAND ROAD LEADING
 CK2326'NORTHWEST, 7.0 METERS (23.0 FEET) NORTH-NORTHWEST OF THE APPROXIMATE
 CK2326'CENTER OF THE SAND DRIVE LEADING TO THE BLOCK HOUSE, 0.9 METERS (3.0
 CK2326'FEET) WEST-NORTHWEST OF THE NORTHEAST END OF THE BRICK MONUMENT.
 CK2326'THE MARK IS 0.30 M ABOVE SAND ROAD.
 CK2326
 CK2326                          STATION RECOVERY (2002)
 CK2326
 CK2326'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2322 ***********************************************************************
 CK2322  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2322  DESIGNATION -  866 7982 A TIDAL
 CK2322  PID         -  CK2322
 CK2322  STATE/COUNTY-  SC/BEAUFORT
 CK2322  USGS QUAD   -  FROGMORE (1956)
 CK2322
 CK2322                         *CURRENT SURVEY CONTROL
 CK2322  ___________________________________________________________________
 CK2322* NAD 83(1986)-  32 26 24.     (N)    080 33 01.     (W)     SCALED    
 CK2322* NAVD 88     -         1.581  (meters)       5.19   (feet)  ADJUSTED  
 CK2322  ___________________________________________________________________
 CK2322  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK2322  DYNAMIC HT  -           1.580 (meters)       5.18  (feet)  COMP
 CK2322  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 CK2322
 CK2322  VERT ORDER  -  FIRST     CLASS II
 CK2322
 CK2322.The horizontal coordinates were scaled from a topographic map and have
 CK2322.an estimated accuracy of +/- 6 seconds.
 CK2322
 CK2322.The orthometric height was determined by differential leveling
 CK2322.and adjusted by the National Geodetic Survey in June 1991..
 CK2322
 CK2322.This Tidal Bench Mark is designated as VM 4425
 CK2322.by the Center for Operational Oceanographic Products and Services.
 CK2322
 CK2322.The geoid height was determined by GEOID03.
 CK2322
 CK2322.The dynamic height is computed by dividing the NAVD 88
 CK2322.geopotential number by the normal gravity value computed on the
 CK2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2322.degrees latitude (g = 980.6199 gals.).
 CK2322
 CK2322.The modeled gravity was interpolated from observed gravity values.
 CK2322
 CK2322;                    North         East    Units  Estimated Accuracy
 CK2322;SPC SC       -    67,380.      651,890.      MT  (+/- 180 meters Scaled)
 CK2322
 CK2322                          SUPERSEDED SURVEY CONTROL
 CK2322
 CK2322  NGVD 29 (03/21/89)    1.863  (m)            6.11   (f) ADJUSTED    1 2
 CK2322
 CK2322.Superseded values are not recommended for survey control.
 CK2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2322.See file dsdata.txt to determine how the superseded data were derived.
 CK2322
 CK2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR422892(NAD 83)
 CK2322_MARKER: DJ = TIDAL STATION DISK
 CK2322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2322_SP_SET: STAINLESS STEEL ROD
 CK2322_STAMPING: 7982 A 1981
 CK2322_MARK LOGO: NOS   
 CK2322_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2322_ROD/PIPE-DEPTH: 10.9 meters
 CK2322
 CK2322  HISTORY     - Date     Condition        Report By
 CK2322  HISTORY     - 1981     MONUMENTED       NOS
 CK2322  HISTORY     - 1982     GOOD             SCGS
 CK2322  HISTORY     - 19960610 MARK NOT FOUND   USPSQD
 CK2322
 CK2322                          STATION DESCRIPTION
 CK2322
 CK2322'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2322'6.6 KM (4.1 MI) NE FROM FROGMORE.
 CK2322'1.3 KILOMETERS (0.8 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2322'OFFICE IN FROGMORE, THENCE 5.0 KILOMETERS (3.1 MILES) NORTH ALONG
 CK2322'COUNTY ROAD S-7-74, THENCE 0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG A
 CK2322'SAND ROAD, SET ON THE LEFT NEAR A POWER POLE AT THE ENTRANCE TO A BOAT
 CK2322'MARINA, 7.6 METERS (25.0 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE
 CK2322'CENTER OF THE SAND ROAD LEADING TO THE MARINA, 5.8 METERS (19.6 FEET)
 CK2322'EAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE SURROUNDING THE
 CK2322'MARINA, 2.0 METERS (6.7 FEET) SOUTH OF POWER POLE NUMBER 189304.
 CK2322'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2322
 CK2322                          STATION RECOVERY (1996)
 CK2322
 CK2322'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2321 ***********************************************************************
 CK2321  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2321  DESIGNATION -  866 7982 C TIDAL
 CK2321  PID         -  CK2321
 CK2321  STATE/COUNTY-  SC/BEAUFORT
 CK2321  USGS QUAD   -  FROGMORE (1956)
 CK2321
 CK2321                         *CURRENT SURVEY CONTROL
 CK2321  ___________________________________________________________________
 CK2321* NAD 83(1986)-  32 26 27.     (N)    080 32 57.     (W)     SCALED    
 CK2321* NAVD 88     -         3.165  (meters)      10.38   (feet)  ADJUSTED  
 CK2321  ___________________________________________________________________
 CK2321  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK2321  DYNAMIC HT  -           3.161 (meters)      10.37  (feet)  COMP
 CK2321  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 CK2321
 CK2321  VERT ORDER  -  FIRST     CLASS II
 CK2321
 CK2321.The horizontal coordinates were scaled from a topographic map and have
 CK2321.an estimated accuracy of +/- 6 seconds.
 CK2321
 CK2321.The orthometric height was determined by differential leveling
 CK2321.and adjusted by the National Geodetic Survey in June 1991..
 CK2321
 CK2321.This Tidal Bench Mark is designated as VM 4426
 CK2321.by the Center for Operational Oceanographic Products and Services.
 CK2321
 CK2321.The geoid height was determined by GEOID03.
 CK2321
 CK2321.The dynamic height is computed by dividing the NAVD 88
 CK2321.geopotential number by the normal gravity value computed on the
 CK2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2321.degrees latitude (g = 980.6199 gals.).
 CK2321
 CK2321.The modeled gravity was interpolated from observed gravity values.
 CK2321
 CK2321;                    North         East    Units  Estimated Accuracy
 CK2321;SPC SC       -    67,470.      652,000.      MT  (+/- 180 meters Scaled)
 CK2321
 CK2321                          SUPERSEDED SURVEY CONTROL
 CK2321
 CK2321  NGVD 29 (03/21/89)    3.446  (m)           11.31   (f) ADJUSTED    1 2
 CK2321
 CK2321.Superseded values are not recommended for survey control.
 CK2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2321.See file dsdata.txt to determine how the superseded data were derived.
 CK2321
 CK2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR423893(NAD 83)
 CK2321_MARKER: DJ = TIDAL STATION DISK
 CK2321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2321_SP_SET: STAINLESS STEEL ROD
 CK2321_STAMPING: 7982 C 1981
 CK2321_MARK LOGO: NOS   
 CK2321_PROJECTION: FLUSH
 CK2321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2321_ROD/PIPE-DEPTH: 10.9 meters
 CK2321
 CK2321  HISTORY     - Date     Condition        Report By
 CK2321  HISTORY     - 1981     MONUMENTED       NOS
 CK2321  HISTORY     - 1982     GOOD             SCGS
 CK2321  HISTORY     - 19960610 MARK NOT FOUND   USPSQD
 CK2321
 CK2321                          STATION DESCRIPTION
 CK2321
 CK2321'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2321'6.55 KM (4.05 MI) NE FROM FROGMORE.
 CK2321'1.3 KILOMETERS (0.8 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2321'OFFICE IN FROGMORE, THENCE 5.0 KILOMETERS (3.1 MILES) NORTH ALONG
 CK2321'COUNTY ROAD S-7-74, THENCE 0.25 KILOMETER (0.15 MILE) NORTHWEST ALONG
 CK2321'A SAND ROAD, SET NEAR A POWER POLE WITH A PHONE JUNCTION BOX ATTACHED,
 CK2321'4.9 METERS (16.7 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A
 CK2321'SAND DRIVE LEADING TO A MOBILE HOME, 5.2 METERS (17.0 FEET) SOUTH
 CK2321'SOUTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 1.4 METERS (4.7
 CK2321'FEET) SOUTH-SOUTHWEST OF POWER POLE NUMBER 225317, 10.1 METERS (33.0
 CK2321'FEET) NORTH-NORTHEAST OF A DOUBLE 24-INCH OAK TREE.
 CK2321'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2321
 CK2321                          STATION RECOVERY (1996)
 CK2321
 CK2321'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2320 ***********************************************************************
 CK2320  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2320  DESIGNATION -  866 7982 F TIDAL
 CK2320  PID         -  CK2320
 CK2320  STATE/COUNTY-  SC/BEAUFORT
 CK2320  USGS QUAD   -  FROGMORE (1956)
 CK2320
 CK2320                         *CURRENT SURVEY CONTROL
 CK2320  ___________________________________________________________________
 CK2320* NAD 83(1986)-  32 26 28.     (N)    080 32 53.     (W)     SCALED    
 CK2320* NAVD 88     -         3.020  (meters)       9.91   (feet)  ADJUSTED  
 CK2320  ___________________________________________________________________
 CK2320  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK2320  DYNAMIC HT  -           3.017 (meters)       9.90  (feet)  COMP
 CK2320  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CK2320
 CK2320  VERT ORDER  -  FIRST     CLASS II
 CK2320
 CK2320.The horizontal coordinates were scaled from a topographic map and have
 CK2320.an estimated accuracy of +/- 6 seconds.
 CK2320
 CK2320.The orthometric height was determined by differential leveling
 CK2320.and adjusted by the National Geodetic Survey in June 1991..
 CK2320
 CK2320.This Tidal Bench Mark is designated as VM 4427
 CK2320.by the Center for Operational Oceanographic Products and Services.
 CK2320
 CK2320.The geoid height was determined by GEOID03.
 CK2320
 CK2320.The dynamic height is computed by dividing the NAVD 88
 CK2320.geopotential number by the normal gravity value computed on the
 CK2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2320.degrees latitude (g = 980.6199 gals.).
 CK2320
 CK2320.The modeled gravity was interpolated from observed gravity values.
 CK2320
 CK2320;                    North         East    Units  Estimated Accuracy
 CK2320;SPC SC       -    67,500.      652,100.      MT  (+/- 180 meters Scaled)
 CK2320
 CK2320                          SUPERSEDED SURVEY CONTROL
 CK2320
 CK2320  NGVD 29 (03/21/89)    3.301  (m)           10.83   (f) ADJUSTED    1 2
 CK2320
 CK2320.Superseded values are not recommended for survey control.
 CK2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2320.See file dsdata.txt to determine how the superseded data were derived.
 CK2320
 CK2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR424894(NAD 83)
 CK2320_MARKER: DJ = TIDAL STATION DISK
 CK2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2320_SP_SET: CONCRETE POST
 CK2320_STAMPING: 7982 F 1981
 CK2320_MARK LOGO: NOS   
 CK2320_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2320+STABILITY: SURFACE MOTION
 CK2320
 CK2320  HISTORY     - Date     Condition        Report By
 CK2320  HISTORY     - 1981     MONUMENTED       NOS
 CK2320  HISTORY     - 1982     GOOD             SCGS
 CK2320  HISTORY     - 19960610 MARK NOT FOUND   USPSQD
 CK2320
 CK2320                          STATION DESCRIPTION
 CK2320
 CK2320'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2320'6.5 KM (4.0 MI) NE FROM FROGMORE.
 CK2320'1.3 KILOMETERS (0.8 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2320'OFFICE IN FROGMORE, THENCE 5.0 KILOMETERS (3.15 MILES) NORTH ALONG
 CK2320'COUNTY ROAD S-7-74, THENCE 0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG A
 CK2320'SAND ROAD, SET ON THE SOUTH SIDE OF THE ROAD NEAR A POWER POLE, 5.8
 CK2320'METERS (19.6 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 CK2320'SAND ROAD, 0.7 METER (2.4 FEET) SOUTH-SOUTHWEST OF POWER POLE NUMBER P
 CK2320'9 25 2.
 CK2320'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2320
 CK2320                          STATION RECOVERY (1996)
 CK2320
 CK2320'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2319 ***********************************************************************
 CK2319  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2319  DESIGNATION -  866 7982 G TIDAL
 CK2319  PID         -  CK2319
 CK2319  STATE/COUNTY-  SC/BEAUFORT
 CK2319  USGS QUAD   -  FROGMORE (1956)
 CK2319
 CK2319                         *CURRENT SURVEY CONTROL
 CK2319  ___________________________________________________________________
 CK2319* NAD 83(1986)-  32 26 27.     (N)    080 32 49.     (W)     SCALED    
 CK2319* NAVD 88     -         2.400  (meters)       7.87   (feet)  ADJUSTED  
 CK2319  ___________________________________________________________________
 CK2319  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CK2319  DYNAMIC HT  -           2.397 (meters)       7.86  (feet)  COMP
 CK2319  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 CK2319
 CK2319  VERT ORDER  -  FIRST     CLASS II
 CK2319
 CK2319.The horizontal coordinates were scaled from a topographic map and have
 CK2319.an estimated accuracy of +/- 6 seconds.
 CK2319
 CK2319.The orthometric height was determined by differential leveling
 CK2319.and adjusted by the National Geodetic Survey in June 1991..
 CK2319
 CK2319.This Tidal Bench Mark is designated as VM 4428
 CK2319.by the Center for Operational Oceanographic Products and Services.
 CK2319
 CK2319.The geoid height was determined by GEOID03.
 CK2319
 CK2319.The dynamic height is computed by dividing the NAVD 88
 CK2319.geopotential number by the normal gravity value computed on the
 CK2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2319.degrees latitude (g = 980.6199 gals.).
 CK2319
 CK2319.The modeled gravity was interpolated from observed gravity values.
 CK2319
 CK2319;                    North         East    Units  Estimated Accuracy
 CK2319;SPC SC       -    67,470.      652,210.      MT  (+/- 180 meters Scaled)
 CK2319
 CK2319                          SUPERSEDED SURVEY CONTROL
 CK2319
 CK2319  NGVD 29 (03/21/89)    2.681  (m)            8.80   (f) ADJUSTED    1 2
 CK2319
 CK2319.Superseded values are not recommended for survey control.
 CK2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2319.See file dsdata.txt to determine how the superseded data were derived.
 CK2319
 CK2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR425893(NAD 83)
 CK2319_MARKER: DJ = TIDAL STATION DISK
 CK2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2319_SP_SET: CONCRETE POST
 CK2319_STAMPING: 7982 G 1981
 CK2319_MARK LOGO: NOS   
 CK2319_PROJECTION: FLUSH
 CK2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2319+STABILITY: SURFACE MOTION
 CK2319
 CK2319  HISTORY     - Date     Condition        Report By
 CK2319  HISTORY     - 1981     MONUMENTED       NOS
 CK2319  HISTORY     - 1982     GOOD             SCGS
 CK2319  HISTORY     - 19960610 MARK NOT FOUND   USPSQD
 CK2319
 CK2319                          STATION DESCRIPTION
 CK2319
 CK2319'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2319'6.3 KM (3.9 MI) NE FROM FROGMORE.
 CK2319'1.3 KILOMETERS (0.8 MILE) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2319'OFFICE IN FROGMORE, THENCE 5.0 KILOMETERS (3.15 MILES) NORTH ALONG
 CK2319'COUNTY ROAD S-7-74, SET IN THE NORTHWEST ANGLE OF THE INTERSECTION
 CK2319'WITH A SAND ROAD, 24.8 METERS (81.8 FEET) EAST-SOUTHEAST OF THE
 CK2319'SOUTHEAST CORNER OF A ONE STORY HOUSE THAT IS FIVE FEET OFF THE GROUND
 CK2319'ON STILTS, 23.5 METERS (77.6 FEET) EAST-NORTHEAST OF THE APPROXIMATE
 CK2319'CENTER OF A SAND DRIVE IN FRONT OF THE HOUSE, 8.5 METERS (28.0 FEET)
 CK2319'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD S-7-74  7.0 METERS
 CK2319'(23.0 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD.
 CK2319'THE MARK IS 0.30 M ABOVE COUNTY ROAD S-7-74.
 CK2319
 CK2319                          STATION RECOVERY (1996)
 CK2319
 CK2319'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2243 ***********************************************************************
 CK2243  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2243  DESIGNATION -  866 7999 G TIDAL
 CK2243  PID         -  CK2243
 CK2243  STATE/COUNTY-  SC/BEAUFORT
 CK2243  USGS QUAD   -  BEAUFORT (1998)
 CK2243
 CK2243                         *CURRENT SURVEY CONTROL
 CK2243  ___________________________________________________________________
 CK2243* NAD 83(1986)-  32 25 51.     (N)    080 40 22.     (W)     SCALED    
 CK2243* NAVD 88     -         1.975  (meters)       6.48   (feet)  ADJUSTED  
 CK2243  ___________________________________________________________________
 CK2243  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2243  DYNAMIC HT  -           1.973 (meters)       6.47  (feet)  COMP
 CK2243  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CK2243
 CK2243  VERT ORDER  -  FIRST     CLASS II
 CK2243
 CK2243.The horizontal coordinates were scaled from a topographic map and have
 CK2243.an estimated accuracy of +/- 6 seconds.
 CK2243
 CK2243.The orthometric height was determined by differential leveling
 CK2243.and adjusted by the National Geodetic Survey in June 1991..
 CK2243
 CK2243.This Tidal Bench Mark is designated as VM 4433
 CK2243.by the Center for Operational Oceanographic Products and Services.
 CK2243
 CK2243.The geoid height was determined by GEOID03.
 CK2243
 CK2243.The dynamic height is computed by dividing the NAVD 88
 CK2243.geopotential number by the normal gravity value computed on the
 CK2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2243.degrees latitude (g = 980.6199 gals.).
 CK2243
 CK2243.The modeled gravity was interpolated from observed gravity values.
 CK2243
 CK2243;                    North         East    Units  Estimated Accuracy
 CK2243;SPC SC       -    66,320.      640,380.      MT  (+/- 180 meters Scaled)
 CK2243
 CK2243                          SUPERSEDED SURVEY CONTROL
 CK2243
 CK2243  NGVD 29 (03/21/89)    2.257  (m)            7.40   (f) ADJUSTED    1 2
 CK2243
 CK2243.Superseded values are not recommended for survey control.
 CK2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2243.See file dsdata.txt to determine how the superseded data were derived.
 CK2243
 CK2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR307882(NAD 83)
 CK2243_MARKER: DJ = TIDAL STATION DISK
 CK2243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2243_SP_SET: STAINLESS STEEL ROD
 CK2243_STAMPING: 7999 G 1980
 CK2243_MARK LOGO: NOS   
 CK2243_PROJECTION: FLUSH
 CK2243_MAGNETIC: I = MARKER IS A STEEL ROD
 CK2243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2243+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1995
 CK2243_ROD/PIPE-DEPTH: 9.10 meters
 CK2243
 CK2243  HISTORY     - Date     Condition        Report By
 CK2243  HISTORY     - 1980     MONUMENTED       NOS
 CK2243  HISTORY     - 1982     GOOD             SCGS
 CK2243  HISTORY     - 1984     GOOD             SCGS
 CK2243  HISTORY     - 19950217 GOOD             SCGS
 CK2243  HISTORY     - 20051029 MARK NOT FOUND   USPSQD
 CK2243
 CK2243                          STATION DESCRIPTION
 CK2243
 CK2243'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2243'IN BEAUFORT.
 CK2243'SET IN THE BEAUFORT CITY PARK, NEAR THE THOMAS HEYWARD JR. MONUMENT,
 CK2243'JUST SOUTHEAST OF THE CHAMBER OF COMMERCE BUILDING, 42.1 METERS
 CK2243'(138.0 FEET) NORTH NORTHEAST OF THE SOUTH FACE OF THE SEA WALL,
 CK2243'2.3 METERS (7.4 FEET) SOUTHWEST OF THE HEYWARD MONUMENT.
 CK2243'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2243
 CK2243                          STATION RECOVERY (1984)
 CK2243
 CK2243'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK2243'RECOVERED IN GOOD CONDITION.
 CK2243
 CK2243                          STATION RECOVERY (1995)
 CK2243
 CK2243'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2243'STATION IS LOCATED IN BEAUFORT.  OWNERSHIP--CITY OF BEAUFORT.  TO
 CK2243'REACH THE STATION FROM THE JUNCTION OF U.S.  21 BUSINESS (BOUNDARY
 CK2243'STREET) , U.S.  HIGHWAY 21 (RIBAUT ROAD) AND STATE ROAD 167 AT THE
 CK2243'NORTHWEST EDGE OF BEAUFORT, GO EAST SOUTHEAST ON HIGHWAY 21 BUSINESS
 CK2243'FOR 1.55 MILES (2.49 KM) TO THE JUNCTION OF BAY STREET, TURN RIGHT ON
 CK2243'BAY STREET FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 133
 CK2243'(CHARLES STREET) AND THE STATION ON THE LEFT NEAR THE THOMAS HEYWARD
 CK2243'MONUMENT IN THE BEAUFORT CITY PARK.  STATION IS A CONCRETE POST
 CK2243'RECESSED 0.2 FOOT, (6.1 CM) 218.0 FEET (66.4 M) SOUTHEAST OF THE
 CK2243'CENTER OF BAY STREET, 119.1 FEET (36.3 M) SOUTHEAST OF THE SOUTHEAST
 CK2243'CORNER OF A BRICK BUILDING (BEAUFORT CHAMBER OF COMMERCE) , 6.3 FEET
 CK2243'(1.9 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE MONUMENT.  RECOVERED
 CK2243'BY R.W.  ROBERTS.
 CK2243
 CK2243                          STATION RECOVERY (2005)
 CK2243
 CK2243'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0887 ***********************************************************************
 CK0887  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0887  DESIGNATION -  866 7999 TIDAL 2
 CK0887  PID         -  CK0887
 CK0887  STATE/COUNTY-  SC/BEAUFORT
 CK0887  USGS QUAD   -  BEAUFORT (1998)
 CK0887
 CK0887                         *CURRENT SURVEY CONTROL
 CK0887  ___________________________________________________________________
 CK0887* NAD 83(1986)-  32 25 54.     (N)    080 40 09.     (W)     SCALED    
 CK0887* NAVD 88     -         3.062  (meters)      10.05   (feet)  ADJUSTED  
 CK0887  ___________________________________________________________________
 CK0887  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK0887  DYNAMIC HT  -           3.059 (meters)      10.04  (feet)  COMP
 CK0887  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CK0887
 CK0887  VERT ORDER  -  FIRST     CLASS II
 CK0887
 CK0887.The horizontal coordinates were scaled from a topographic map and have
 CK0887.an estimated accuracy of +/- 6 seconds.
 CK0887
 CK0887.The orthometric height was determined by differential leveling
 CK0887.and adjusted by the National Geodetic Survey in June 1991..
 CK0887
 CK0887.This Tidal Bench Mark is designated as VM 4434
 CK0887.by the Center for Operational Oceanographic Products and Services.
 CK0887
 CK0887.The geoid height was determined by GEOID03.
 CK0887
 CK0887.The dynamic height is computed by dividing the NAVD 88
 CK0887.geopotential number by the normal gravity value computed on the
 CK0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0887.degrees latitude (g = 980.6199 gals.).
 CK0887
 CK0887.The modeled gravity was interpolated from observed gravity values.
 CK0887
 CK0887;                    North         East    Units  Estimated Accuracy
 CK0887;SPC SC       -    66,410.      640,720.      MT  (+/- 180 meters Scaled)
 CK0887
 CK0887                          SUPERSEDED SURVEY CONTROL
 CK0887
 CK0887  NGVD 29 (03/21/89)    3.345  (m)           10.97   (f) ADJUSTED    1 2
 CK0887
 CK0887.Superseded values are not recommended for survey control.
 CK0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0887.See file dsdata.txt to determine how the superseded data were derived.
 CK0887
 CK0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR311883(NAD 83)
 CK0887_MARKER: DB = BENCH MARK DISK
 CK0887_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0887_SP_SET: BRICK SILL
 CK0887_STAMPING: 2
 CK0887_MARK LOGO: CGS   
 CK0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0887+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK0887
 CK0887  HISTORY     - Date     Condition        Report By
 CK0887  HISTORY     - UNK      MONUMENTED       CGS
 CK0887  HISTORY     - 1962     GOOD             NGS
 CK0887  HISTORY     - 1982     GOOD             SCGS
 CK0887  HISTORY     - 19950217 GOOD             SCGS
 CK0887  HISTORY     - 19960613 GOOD             USPSQD
 CK0887  HISTORY     - 20060320 GOOD             USPSQD
 CK0887
 CK0887                          STATION DESCRIPTION
 CK0887
 CK0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0887'AT BEAUFORT.
 CK0887'15 FEET WEST OF THE WEST CURB OF CARTERET STREET AND 2.5 FEET
 CK0887'ABOVE THE SIDEWALK.  SET IN A DRILL HOLE IN THE FRONT WALL OF
 CK0887'THE POST OFFICE BUILDING ON CARTERET STREET, IN THE BRICK SILL
 CK0887'UNDER THE LARGE NORTH WINDOW OF THE MAIN ENTRANCE DOOR.
 CK0887
 CK0887                          STATION RECOVERY (1982)
 CK0887
 CK0887'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0887'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE EXCEPT
 CK0887'ADD OLD POST OFFICE IS NOW THE CITY HALL.
 CK0887'THE MARK IS 0.80 M ABOVE CARTERET STREET.
 CK0887
 CK0887                          STATION RECOVERY (1995)
 CK0887
 CK0887'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK0887'STATION IS LOCATED IN BEAUFORT.  OWNERSHIP--CITY HALL.  TO REACH THE
 CK0887'STATION FROM THE JUNCTION OF U.S.  21 BUSINESS (BOUNDARY STREET) ,
 CK0887'U.S.  HIGHWAY 21 (RIBAUT ROAD) AND STATE ROAD 167 AT THE NORTHWEST
 CK0887'EDGE OF BEAUFORT, GO EAST SOUTHEAST ON HIGHWAY 21 BUSINESS FOR 1.45
 CK0887'MILES (2.33 KM) TO THE STATION IN A BRICK SILL UNDER THE LARGE NORTH
 CK0887'WINDOW OF THE MAIN ENTRANCE DOORS FOR THE BEAUFORT CITY HALL IN THE
 CK0887'NORTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 375 (PORT REPUBLIC
 CK0887'STREET).  STATION IS A DRILL MARK IN A WINDOW SILL AND 3.0 FEET (0.9
 CK0887'M) ABOVE THE HIGHWAY, 17.4 FEET (5.3 M) WEST OF THE WEST EDGE OF THE
 CK0887'CURB OF HIGHWAY 21, 78.5 FEET (23.9 M) NORTH OF THE CENTER OF ROAD
 CK0887'375, 21.2 FEET (6.5 M) SOUTH OF THE NORTHEAST CORNER OF THE BRICK
 CK0887'BUILDING, 16.4 FEET (5.0 M) NORTH OF THE EXTENDED CENTER OF THE
 CK0887'ENTRANCE DOORS.  RECOVERED BY R.W.  ROBERTS.
 CK0887
 CK0887                          STATION RECOVERY (1996)
 CK0887
 CK0887'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0887'RECOVERED IN GOOD CONDITION.
 CK0887
 CK0887                          STATION RECOVERY (2006)
 CK0887
 CK0887'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0882 ***********************************************************************
 CK0882  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0882  DESIGNATION -  866 7999 TIDAL 4
 CK0882  PID         -  CK0882
 CK0882  STATE/COUNTY-  SC/BEAUFORT
 CK0882  USGS QUAD   -  BEAUFORT (1998)
 CK0882
 CK0882                         *CURRENT SURVEY CONTROL
 CK0882  ___________________________________________________________________
 CK0882* NAD 83(2001)-  32 25 49.69491(N)    080 40 11.07156(W)     ADJUSTED  
 CK0882* NAVD 88     -         2.931  (meters)       9.62   (feet)  ADJUSTED  
 CK0882  ___________________________________________________________________
 CK0882  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CK0882  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK0882  DYNAMIC HT  -           2.928 (meters)       9.61  (feet)  COMP
 CK0882  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CK0882
 CK0882  HORZ ORDER  -  THIRD
 CK0882  VERT ORDER  -  FIRST     CLASS II
 CK0882
 CK0882.The horizontal coordinates were established by classical geodetic methods
 CK0882.and adjusted by the National Geodetic Survey in March 2004..
 CK0882.No horizontal observational check was made to the station.
 CK0882
 CK0882.The orthometric height was determined by differential leveling
 CK0882.and adjusted by the National Geodetic Survey in June 1991..
 CK0882
 CK0882.This Tidal Bench Mark is designated as VM 4430
 CK0882.by the Center for Operational Oceanographic Products and Services.
 CK0882
 CK0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0882
 CK0882.The geoid height was determined by GEOID03.
 CK0882
 CK0882.The dynamic height is computed by dividing the NAVD 88
 CK0882.geopotential number by the normal gravity value computed on the
 CK0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0882.degrees latitude (g = 980.6199 gals.).
 CK0882
 CK0882.The modeled gravity was interpolated from observed gravity values.
 CK0882
 CK0882;                    North         East     Units Scale Factor Converg.
 CK0882;SPC SC       -    66,275.900   640,661.154   MT  1.00002521   +0 10 59.1
 CK0882;SPC SC       -   217,440.62  2,101,906.67   iFT  1.00002521   +0 10 59.1
 CK0882;UTM  17      - 3,588,199.746   531,048.074   MT  0.99961189   +0 10 37.6
 CK0882
 CK0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0882!SPC SC       -   1.00000452  x   1.00002521  =   1.00002973
 CK0882!UTM  17      -   1.00000452  x   0.99961189  =   0.99961640
 CK0882
 CK0882                          SUPERSEDED SURVEY CONTROL
 CK0882
 CK0882  NAD 83(1986)-  32 25 49.70627(N)    080 40 11.08289(W) AD(       ) 3
 CK0882  NGVD 29 (03/21/89)    3.213  (m)           10.54   (f) ADJUSTED    1 2
 CK0882
 CK0882.Superseded values are not recommended for survey control.
 CK0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0882.See file dsdata.txt to determine how the superseded data were derived.
 CK0882
 CK0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3104888200(NAD 83)
 CK0882_MARKER: DB = BENCH MARK DISK
 CK0882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK0882_SP_SET: SEAWALL
 CK0882_STAMPING: NO 4 1933
 CK0882_MARK LOGO: CGS   
 CK0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0882+STABILITY: SURFACE MOTION
 CK0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0882+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CK0882
 CK0882  HISTORY     - Date     Condition        Report By
 CK0882  HISTORY     - 1933     MONUMENTED       CGS
 CK0882  HISTORY     - 1962     GOOD             NGS
 CK0882  HISTORY     - 1982     GOOD             SCGS
 CK0882  HISTORY     - 1984     GOOD             SCGS
 CK0882  HISTORY     - 19841210 GOOD             NGS
 CK0882  HISTORY     - 1988     GOOD             USPSQD
 CK0882  HISTORY     - 19950217 GOOD             SCGS
 CK0882  HISTORY     - 19960613 GOOD             USPSQD
 CK0882  HISTORY     - 20020619 GOOD             USPSQD
 CK0882  HISTORY     - 20030428 GOOD             SCGS
 CK0882  HISTORY     - 20040930 GOOD             USPSQD
 CK0882  HISTORY     - 20051029 GOOD             USPSQD
 CK0882
 CK0882                          STATION DESCRIPTION
 CK0882
 CK0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0882'AT BEAUFORT.
 CK0882'117 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE OVER
 CK0882'THE BEAUFORT RIVER LEADING TO LADIES ISLAND, 33 FEET EAST OF
 CK0882'THE CNETER LINE OF CARTERET STREET AND 1 FOOT ABOVE THE LEVEL
 CK0882'OF THE STREET.  SET IN A DRILL HOLE IN THE TOP OF THE SEAWALL.
 CK0882
 CK0882                          STATION RECOVERY (1982)
 CK0882
 CK0882'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0882'THE MARK IS ABOVE LEVEL WITH CARTERET STREET.
 CK0882'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE EXCEPT
 CK0882'ADD 26.2 METERS (86.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF BAY
 CK0882'STREET.
 CK0882
 CK0882                          STATION RECOVERY (1984)
 CK0882
 CK0882'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1984
 CK0882'RECOVERED IN GOOD CONDITION.
 CK0882
 CK0882                          STATION RECOVERY (1984)
 CK0882
 CK0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CK0882'STATION IS LOCATED AT THE WEST END OF A SEAWALL IN THE SOUTHEAST ANGLE
 CK0882'OF THE JUNCTION OF U.S. HIGHWAY 21 (CARTERET STREET) AND BAY STREET
 CK0882'AT THE THE INTRACOASTAL WATERWAY BRIDGE OVER THE BEAUFORT RIVER AT
 CK0882'THE SOUTHEAST EDGE OF BEAUFORT. OWNERSHIP--SCDHPT, DIRECTOR OF
 CK0882'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK0882'803-737-1350.
 CK0882'STATION IS A DRILL MARK IN SEAWALL, 44.6 FEET (13.6 M) EAST OF THE
 CK0882'CENTER OF THE HIGHWAY, 85.0 FEET (25.9 M) SOUTH OF THE CENTER OF BAY
 CK0882'STREET, 80.81 FEET (24.63 M) NORTH OF AZIMUTH MARK KEMPER AZ MK.
 CK0882'RECOVERED BY H.D. MCKINNEY.
 CK0882
 CK0882                          STATION RECOVERY (1988)
 CK0882
 CK0882'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK0882'RECOVERED IN GOOD CONDITION.
 CK0882
 CK0882                          STATION RECOVERY (1995)
 CK0882
 CK0882'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK0882'STATION IS LOCATED IN BEAUFORT.  OWNERSHIP--CITY OF BEAUFORT.  TO
 CK0882'REACH THE STATION FROM THE JUNCTION OF U.S.  21 BUSINESS (BOUNDARY
 CK0882'STREET) , U.S.  HIGHWAY 21 (RIBAUT ROAD) AND STATE ROAD 167 AT THE
 CK0882'NORTHWEST EDGE OF BEAUFORT, GO EAST SOUTHEAST ON HIGHWAY 21 BUSINESS
 CK0882'FOR 1.55 MILES (2.49 KM) TO THE STATION IN A SEAWALL IN THE SOUTHEAST
 CK0882'ANGLE OF THE JUNCTION OF BAY STREET.  STATION IS A DRILL MARK IN
 CK0882'SEAWALL AND 0.5 FOOT (15.2 CM) ABOVE BAY STREET, 67.5 FEET (20.6 M)
 CK0882'SOUTH OF THE SOUTH EDGE OF THE CURB OF BAY STREET, 20.0 FEET (6.1 M)
 CK0882'EAST OF THE EAST EDGE OF CURB OF HIGHWAY 21 BUSINESS, 71.6 FEET (21.8
 CK0882'M) SOUTHWEST OF A METAL HISTORICAL MARKER (STEPHEN ELLIOT) , 80.8 FEET
 CK0882'(24.6 M) NORTH OF AZIMUTH MARK KEMPER AZ MK.  RECOVERED BY R.W.
 CK0882'ROBERTS.
 CK0882
 CK0882                          STATION RECOVERY (1996)
 CK0882
 CK0882'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0882'RECOVERED IN GOOD CONDITION.
 CK0882
 CK0882                          STATION RECOVERY (2002)
 CK0882
 CK0882'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK0882'RECOVERED IN GOOD CONDITION.
 CK0882
 CK0882                          STATION RECOVERY (2003)
 CK0882
 CK0882'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK0882'STATION IS LOCATED IN BEAUFORT. OWNERSHIP--CITY OF BEAUFORT. TO REACH
 CK0882'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21 BUSINESS (BOUNDARY
 CK0882'STREET),  HIGHWAY 21 (RIBAUT ROAD) AND STATE ROAD 167 AT THE NORTHWEST
 CK0882'EDGE OF BEAUFORT, GO  EAST SOUTHEAST ON HIGHWAY 21 BUSINESS FOR 1.55
 CK0882'MILES TO THE STATION ON THE LEFT  IN A SEAWALL IN THE SOUTHEAST ANGLE
 CK0882'OF THE JUNCTION OF BAY STREET. STATION IS A DISK SET INTO A DRILL HOLE
 CK0882'IN THE SEAWALL AND LEVEL WITH THE  HIGHWAY, 113.5 FEET WEST OF THE
 CK0882'TIDAL BENCH MARK 866 7999 TIDAL 7, 80.8 FEET  NORTH OF AZIMUTH MARK
 CK0882'KEMPER AZ MK, 67.7 FEET SOUTH OF THE SOUTH EDGE OF THE  CURB OF BAY
 CK0882'STREET, 71.5 FEET WEST SOUTHWEST OF THE METAL SUPPORT POST OF A
 CK0882'HISTORICAL MARKER, 20.0 FEET EAST OF THE EAST EDGE OF HIGHWAY 21 CURB,
 CK0882'80.6 FEET  NORTH OF A WITNESS POST. RECOVERED BY T. HALL.
 CK0882
 CK0882                          STATION RECOVERY (2004)
 CK0882
 CK0882'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK0882'RECOVERED IN GOOD CONDITION.
 CK0882
 CK0882                          STATION RECOVERY (2005)
 CK0882
 CK0882'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0881 ***********************************************************************
 CK0881  DESIGNATION -  866 7999 TIDAL 5
 CK0881  PID         -  CK0881
 CK0881  STATE/COUNTY-  SC/BEAUFORT
 CK0881  USGS QUAD   -  BEAUFORT (1998)
 CK0881
 CK0881                         *CURRENT SURVEY CONTROL
 CK0881  ___________________________________________________________________
 CK0881* NAD 83(1986)-  32 25 52.     (N)    080 40 10.     (W)     SCALED    
 CK0881* NAVD 88     -         2.489  (meters)       8.17   (feet)  ADJUSTED  
 CK0881  ___________________________________________________________________
 CK0881  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK0881  DYNAMIC HT  -           2.486 (meters)       8.16  (feet)  COMP
 CK0881  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 CK0881
 CK0881  VERT ORDER  -  SECOND    CLASS 0
 CK0881
 CK0881.The horizontal coordinates were scaled from a topographic map and have
 CK0881.an estimated accuracy of +/- 6 seconds.
 CK0881
 CK0881.The orthometric height was determined by differential leveling
 CK0881.and adjusted by the National Geodetic Survey in June 1991..
 CK0881
 CK0881.The geoid height was determined by GEOID03.
 CK0881
 CK0881.The dynamic height is computed by dividing the NAVD 88
 CK0881.geopotential number by the normal gravity value computed on the
 CK0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0881.degrees latitude (g = 980.6199 gals.).
 CK0881
 CK0881.The modeled gravity was interpolated from observed gravity values.
 CK0881
 CK0881;                    North         East    Units  Estimated Accuracy
 CK0881;SPC SC       -    66,350.      640,690.      MT  (+/- 180 meters Scaled)
 CK0881
 CK0881                          SUPERSEDED SURVEY CONTROL
 CK0881
 CK0881  NGVD 29 (03/21/89)    2.771  (m)            9.09   (f) ADJUSTED    2 0
 CK0881
 CK0881.Superseded values are not recommended for survey control.
 CK0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0881.See file dsdata.txt to determine how the superseded data were derived.
 CK0881
 CK0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR310882(NAD 83)
 CK0881_MARKER: DJ = TIDAL STATION DISK
 CK0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0881_SP_SET: FOUNDATION
 CK0881_STAMPING: NO 5
 CK0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0881
 CK0881  HISTORY     - Date     Condition        Report By
 CK0881  HISTORY     - UNK      MONUMENTED       CGS
 CK0881  HISTORY     - 1962     GOOD             NGS
 CK0881  HISTORY     - 1982     MARK NOT FOUND   SCGS
 CK0881  HISTORY     - 1982     MARK NOT FOUND   SCGS
 CK0881  HISTORY     - 19960613 MARK NOT FOUND   USPSQD
 CK0881  HISTORY     - 20040930 MARK NOT FOUND   USPSQD
 CK0881
 CK0881                          STATION DESCRIPTION
 CK0881
 CK0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0881'AT BEAUFORT.
 CK0881'40 FEET SOUTH OF THE SOUTH CURB OF REPUBLIC STREET, 18 FEET
 CK0881'WEST OF THE WEST CURB OF CARTERET STREET, 1 FOOT NORTH OF THE
 CK0881'DOOR OF THE EAST MAIN ENTRANCE OF THE COCA COLA BUILDING NO.
 CK0881'210 AND 5 INCHES ABOVE THE SIDEWALK.  SET IN THE CONCRETE
 CK0881'FOUNDATION IN A DRILL HOLE OF THE BUILDING.
 CK0881
 CK0881                          STATION RECOVERY (1982)
 CK0881
 CK0881'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0881'MARK NOT FOUND.
 CK0881
 CK0881                          STATION RECOVERY (1982)
 CK0881
 CK0881'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0881'NOT RECOVERED, THE COCA COLA BUILDING WAS TORN DOWN AND REPLACED.
 CK0881
 CK0881                          STATION RECOVERY (1996)
 CK0881
 CK0881'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0881'MARK NOT FOUND.
 CK0881
 CK0881                          STATION RECOVERY (2004)
 CK0881
 CK0881'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0886 ***********************************************************************
 CK0886  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0886  DESIGNATION -  866 7999 TIDAL 6
 CK0886  PID         -  CK0886
 CK0886  STATE/COUNTY-  SC/BEAUFORT
 CK0886  USGS QUAD   -  BEAUFORT (1998)
 CK0886
 CK0886                         *CURRENT SURVEY CONTROL
 CK0886  ___________________________________________________________________
 CK0886* NAD 83(1986)-  32 25 54.     (N)    080 40 09.     (W)     SCALED    
 CK0886* NAVD 88     -         2.690  (meters)       8.83   (feet)  ADJUSTED  
 CK0886  ___________________________________________________________________
 CK0886  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK0886  DYNAMIC HT  -           2.687 (meters)       8.82  (feet)  COMP
 CK0886  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CK0886
 CK0886  VERT ORDER  -  FIRST     CLASS II
 CK0886
 CK0886.The horizontal coordinates were scaled from a topographic map and have
 CK0886.an estimated accuracy of +/- 6 seconds.
 CK0886
 CK0886.The orthometric height was determined by differential leveling
 CK0886.and adjusted by the National Geodetic Survey in June 1991..
 CK0886
 CK0886.This Tidal Bench Mark is designated as VM 4435
 CK0886.by the Center for Operational Oceanographic Products and Services.
 CK0886
 CK0886.The geoid height was determined by GEOID03.
 CK0886
 CK0886.The dynamic height is computed by dividing the NAVD 88
 CK0886.geopotential number by the normal gravity value computed on the
 CK0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0886.degrees latitude (g = 980.6199 gals.).
 CK0886
 CK0886.The modeled gravity was interpolated from observed gravity values.
 CK0886
 CK0886;                    North         East    Units  Estimated Accuracy
 CK0886;SPC SC       -    66,410.      640,720.      MT  (+/- 180 meters Scaled)
 CK0886
 CK0886                          SUPERSEDED SURVEY CONTROL
 CK0886
 CK0886  NGVD 29 (03/21/89)    2.972  (m)            9.75   (f) ADJUSTED    1 2
 CK0886
 CK0886.Superseded values are not recommended for survey control.
 CK0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0886.See file dsdata.txt to determine how the superseded data were derived.
 CK0886
 CK0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR311883(NAD 83)
 CK0886_MARKER: DB = BENCH MARK DISK
 CK0886_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0886_SP_SET: WINDOW LEDGE
 CK0886_STAMPING: NO 6
 CK0886_MARK LOGO: CGS   
 CK0886_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0886+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CK0886
 CK0886  HISTORY     - Date     Condition        Report By
 CK0886  HISTORY     - UNK      MONUMENTED       CGS
 CK0886  HISTORY     - 1962     GOOD             NGS
 CK0886  HISTORY     - 1982     GOOD             SCGS
 CK0886  HISTORY     - 1990     GOOD             USPSQD
 CK0886  HISTORY     - 19950217 GOOD             SCGS
 CK0886  HISTORY     - 20060320 GOOD             USPSQD
 CK0886
 CK0886                          STATION DESCRIPTION
 CK0886
 CK0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0886'AT BEAUFORT.
 CK0886'45 FEET WEST OF THE WEST CURB OF CARTERET STREET, 15 FEET SOUTH
 CK0886'OF THE SOUTH CURB OF CRAVEN STREET, 4.5 FEET WEST OF THE NORTHEAST
 CK0886'CORNER OF THE CITY HALL BUILDING AND ABOUT LEVEL WITH THE
 CK0886'SIDEWALK.  SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF
 CK0886'THE BUILDING.
 CK0886
 CK0886                          STATION RECOVERY (1982)
 CK0886
 CK0886'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0886'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE EXCEPT
 CK0886'ADD THE BUILDING IS NO LONGER THE CITY HALL, IT IS THE BEAUFORT
 CK0886'COUNTY LIBRARY.
 CK0886'THE MARK IS ABOVE LEVEL WITH CARTERET.
 CK0886
 CK0886                          STATION RECOVERY (1990)
 CK0886
 CK0886'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK0886'RECOVERED IN GOOD CONDITION.
 CK0886
 CK0886                          STATION RECOVERY (1995)
 CK0886
 CK0886'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK0886'STATION IS LOCATED IN BEAUFORT.  OWNERSHIP--MICHAEL RAINEY ANTIQUES.
 CK0886'TO REACH THE STATION FROM THE JUNCTION OF U.S.  21 BUSINESS (BOUNDARY
 CK0886'STREET) , U.S.  HIGHWAY 21 (RIBAUT ROAD) AND STATE ROAD 167 AT THE
 CK0886'NORTHWEST EDGE OF BEAUFORT, GO EAST SOUTHEAST ON HIGHWAY 21 BUSINESS
 CK0886'FOR 1.4 MILES (2.3 KM) TO THE STATION IN A CONCRETE CURBING UNDER THE
 CK0886'NORTHEAST MOST WINDOW OF A BRICK ANTIQUE STORE (OLD CITY HALL/LIBRARY)
 CK0886'IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE ROAD 62 (CRAVEN
 CK0886'STREET) .  STATION IS A DRILL MARK IN CURBING AND 0.5 FOOT (15.2 CM)
 CK0886'ABOVE THE ROADS, 40.0 FEET (12.2 M) WEST OF THE WEST EDGE OF THE CURB
 CK0886'OF HIGHWAY 21, 31.0 FEET (9.4 M) SOUTH OF THE CENTER OF ROAD 62, 3.3
 CK0886'FEET (1.0 M) WEST OF THE NORTHEAST CORNER OF THE BUILDING, 0.6 FOOT
 CK0886'(18.3 CM) NORTH OF THE NORTH EDGE OF BRICK WINDOW SILL.  RECOVERED BY
 CK0886'R.W.  ROBERTS.
 CK0886
 CK0886                          STATION RECOVERY (2006)
 CK0886
 CK0886'RECOVERY NOTE BY US POWER SQUADRON 2006
 CK0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2244 ***********************************************************************
 CK2244  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2244  DESIGNATION -  866 7999 TIDAL 7
 CK2244  PID         -  CK2244
 CK2244  STATE/COUNTY-  SC/BEAUFORT
 CK2244  USGS QUAD   -  BEAUFORT (1998)
 CK2244
 CK2244                         *CURRENT SURVEY CONTROL
 CK2244  ___________________________________________________________________
 CK2244* NAD 83(2001)-  32 25 49.94290(N)    080 40 09.78060(W)     ADJUSTED  
 CK2244* NAVD 88     -         2.821  (meters)       9.26   (feet)  ADJUSTED  
 CK2244  ___________________________________________________________________
 CK2244  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CK2244  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2244  DYNAMIC HT  -           2.818 (meters)       9.25  (feet)  COMP
 CK2244  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CK2244
 CK2244  HORZ ORDER  -  THIRD
 CK2244  VERT ORDER  -  FIRST     CLASS II
 CK2244
 CK2244.The horizontal coordinates were established by classical geodetic methods
 CK2244.and adjusted by the National Geodetic Survey in March 2004..
 CK2244.No horizontal observational check was made to the station.
 CK2244
 CK2244.The orthometric height was determined by differential leveling
 CK2244.and adjusted by the National Geodetic Survey in June 1991..
 CK2244
 CK2244.This Tidal Bench Mark is designated as VM 4431
 CK2244.by the Center for Operational Oceanographic Products and Services.
 CK2244
 CK2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2244
 CK2244.The geoid height was determined by GEOID03.
 CK2244
 CK2244.The dynamic height is computed by dividing the NAVD 88
 CK2244.geopotential number by the normal gravity value computed on the
 CK2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2244.degrees latitude (g = 980.6199 gals.).
 CK2244
 CK2244.The modeled gravity was interpolated from observed gravity values.
 CK2244
 CK2244;                    North         East     Units Scale Factor Converg.
 CK2244;SPC SC       -    66,283.647   640,694.857   MT  1.00002518   +0 10 59.9
 CK2244;SPC SC       -   217,466.03  2,102,017.25   iFT  1.00002518   +0 10 59.9
 CK2244;UTM  17      - 3,588,207.487   531,081.763   MT  0.99961191   +0 10 38.3
 CK2244
 CK2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2244!SPC SC       -   1.00000453  x   1.00002518  =   1.00002971
 CK2244!UTM  17      -   1.00000453  x   0.99961191  =   0.99961644
 CK2244
 CK2244                          SUPERSEDED SURVEY CONTROL
 CK2244
 CK2244  NAD 83(1986)-  32 25 49.95424(N)    080 40 09.79191(W) AD(       ) 3
 CK2244  NGVD 29 (03/21/89)    3.104  (m)           10.18   (f) ADJUSTED    1 2
 CK2244
 CK2244.Superseded values are not recommended for survey control.
 CK2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2244.See file dsdata.txt to determine how the superseded data were derived.
 CK2244
 CK2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3108288207(NAD 83)
 CK2244_MARKER: DJ = TIDAL STATION DISK
 CK2244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2244_SP_SET: SEAWALL
 CK2244_STAMPING: NO 7 1973
 CK2244_MARK LOGO: NOS   
 CK2244_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2244+STABILITY: SURFACE MOTION
 CK2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2244+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CK2244
 CK2244  HISTORY     - Date     Condition        Report By
 CK2244  HISTORY     - 1973     MONUMENTED       NOS
 CK2244  HISTORY     - 1982     GOOD             SCGS
 CK2244  HISTORY     - 19841210 GOOD             NGS
 CK2244  HISTORY     - 1988     GOOD             USPSQD
 CK2244  HISTORY     - 19950217 GOOD             SCGS
 CK2244  HISTORY     - 19960613 GOOD             USPSQD
 CK2244  HISTORY     - 20020619 GOOD             USPSQD
 CK2244  HISTORY     - 20030428 GOOD             SCGS
 CK2244  HISTORY     - 20040930 GOOD             USPSQD
 CK2244  HISTORY     - 20051029 GOOD             USPSQD
 CK2244
 CK2244                          STATION DESCRIPTION
 CK2244
 CK2244'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2244'IN BEAUFORT.
 CK2244'THE MARK IS ABOVE LEVEL WITH BAY STREET.
 CK2244'SET IN A RETAINING WALL ON THE EAST SIDE OF U.S. HIGHWAY 21, AT
 CK2244'THE INTERSECTION OF BAY STREET IN DOWNTOWN BEAUFORT, 48.1 METERS
 CK2244'(158.0 FEET) EAST OF THE CENTER LINE OF U.S. HIGHWAY 21, 34.8
 CK2244'METERS (114.3 FEET) EAST NORTHEAST OF TIDAL STA NO 4, 17.6 METERS
 CK2244'(58.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF BAY STREET, 7.1
 CK2244'METERS (23.6 FEET) SOUTH SOUTHEAST OF A 24 INCH OAK TREE.
 CK2244
 CK2244                          STATION RECOVERY (1984)
 CK2244
 CK2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CK2244'STATION IS LOCATED IN A SEAWALL IN THE SOUTHEAST ANGLE OF THE JUNCTION
 CK2244'OF U.S. HIGHWAY 21 (CARTERET STREET) AND BAY STREET AT THE THE
 CK2244'INTRACOASTAL WATERWAY BRIDGE OVER THE BEAUFORT RIVER AT THE SOUTHEAST
 CK2244'EDGE OF BEAUFORT. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 CK2244'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2244'STATION IS A DRILL MARK IN SEAWALL, 33.8 FEET (10.3 M) SOUTHWEST OF AN
 CK2244'OLD CANNON, 58.6 FEET (17.9 M) SOUTH OF THE CENTER OF BAY STREET,
 CK2244'158.0 FEET (48.2 M) EAST OF THE CENTER OF THE HIGHWAY, 151.28 FEET
 CK2244'(46.11 M) NORTHEAST OF AZIMUTH MARK KEMPER AZ MK.
 CK2244'RECOVERED BY H.D. MCKINNEY.
 CK2244
 CK2244                          STATION RECOVERY (1988)
 CK2244
 CK2244'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2244'RECOVERED IN GOOD CONDITION.
 CK2244
 CK2244                          STATION RECOVERY (1995)
 CK2244
 CK2244'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2244'STATION IS LOCATED IN BEAUFORT.  OWNERSHIP--CITY OF BEAUFORT.  TO
 CK2244'REACH THE STATION FROM THE JUNCTION OF U.S.  21 BUSINESS (BOUNDARY
 CK2244'STREET) , U.S.  HIGHWAY 21 (RIBAUT ROAD) AND STATE ROAD 167 AT THE
 CK2244'NORTHWEST EDGE OF BEAUFORT, GO EAST SOUTHEAST ON HIGHWAY 21 BUSINESS
 CK2244'FOR 1.55 MILES (2.49 KM) TO THE STATION IN A SEAWALL NEAR A HISTORIC
 CK2244'CANNON IN THE SOUTHEAST ANGLE OF THE JUNCTION OF BAY STREET.  STATION
 CK2244'IS A DRILL MARK IN SEAWALL AND 0.5 FOOT (15.2 CM) ABOVE BAY STREET,
 CK2244'43.2 FEET (13.2 M) SOUTH OF THE SOUTH EDGE OF THE CURB OF BAY STREET,
 CK2244'31.2 FEET (9.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 CK2244'BASE FOR THE CANNON, 133.0 FEET (40.5 M) EAST OF THE EAST EDGE OF THE
 CK2244'CURB OF HIGHWAY 21, 113.2 FEET (34.5 M) EAST OF TIDAL BENCH MARK 866
 CK2244'7999 TIDAL 4, 151.3 FEET (46.1 M) EAST OF AZIMUTH MARK KEMPER AZ MK.
 CK2244'RECOVERED BY R.W.  ROBERTS.
 CK2244
 CK2244                          STATION RECOVERY (1996)
 CK2244
 CK2244'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2244'RECOVERED IN GOOD CONDITION.
 CK2244
 CK2244                          STATION RECOVERY (2002)
 CK2244
 CK2244'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2244'RECOVERED IN GOOD CONDITION.
 CK2244
 CK2244                          STATION RECOVERY (2003)
 CK2244
 CK2244'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2244'STATION IS LOCATED IN BEAUFORT. OWNERSHIP--CITY OF BEAUFORT. TO REACH
 CK2244'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21 BUSINESS (BOUNDARY
 CK2244'STREET),  HIGHWAY 21 (RIBAUT ROAD) AND STATE ROAD 167 AT THE NORTHWEST
 CK2244'EDGE OF BEAUFORT, GO  EAST SOUTHEAST ON HIGHWAY 21 BUSINESS FOR 1.55
 CK2244'MILES TO THE JUNCTION OF BAY STREET,  TURN LEFT ON BAY STREET FOR 0.05
 CK2244'MILE TO THE STATION ON THE RIGHT IN A SEAWALL NEAR A  HISTORIC CANNON.
 CK2244'STATION IS A DISK SET INTO A DRILL HOLE IN THE SEAWALL, 113.5 FEET
 CK2244'EAST OF TIDAL BENCH MARK  866 7999 TIDAL 4, 31.3 FEET SOUTHWEST OF THE
 CK2244'SOUTHWEST CORNER OF A CONCRETE BASE OF THE  CANNON, 43.2 FEET SOUTH OF
 CK2244'THE SOUTH EDGE OF THE BAY STREET CURB, 55.9 FEET EAST  SOUTHEAST OF
 CK2244'THE METAL POST OF A HISTORICAL MARKER, 23.0 FEET SOUTH SOUTHEAST OF A
 CK2244'2.0-FOOT LIVE OAK TREE. RECOVERED BY T. HALL.
 CK2244
 CK2244                          STATION RECOVERY (2004)
 CK2244
 CK2244'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK2244'RECOVERED IN GOOD CONDITION.
 CK2244
 CK2244                          STATION RECOVERY (2005)
 CK2244
 CK2244'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2245 ***********************************************************************
 CK2245  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2245  DESIGNATION -  866 7999 TIDAL 8
 CK2245  PID         -  CK2245
 CK2245  STATE/COUNTY-  SC/BEAUFORT
 CK2245  USGS QUAD   -  BEAUFORT (1998)
 CK2245
 CK2245                         *CURRENT SURVEY CONTROL
 CK2245  ___________________________________________________________________
 CK2245* NAD 83(2001)-  32 25 50.18879(N)    080 40 08.44182(W)     ADJUSTED  
 CK2245* NAVD 88     -         2.762  (meters)       9.06   (feet)  ADJUSTED  
 CK2245  ___________________________________________________________________
 CK2245  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CK2245  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CK2245  DYNAMIC HT  -           2.759 (meters)       9.05  (feet)  COMP
 CK2245  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 CK2245
 CK2245  HORZ ORDER  -  THIRD
 CK2245  VERT ORDER  -  FIRST     CLASS II
 CK2245
 CK2245.The horizontal coordinates were established by classical geodetic methods
 CK2245.and adjusted by the National Geodetic Survey in March 2004..
 CK2245.No horizontal observational check was made to the station.
 CK2245
 CK2245.The orthometric height was determined by differential leveling
 CK2245.and adjusted by the National Geodetic Survey in June 1991..
 CK2245
 CK2245.This Tidal Bench Mark is designated as VM 4432
 CK2245.by the Center for Operational Oceanographic Products and Services.
 CK2245
 CK2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2245
 CK2245.The geoid height was determined by GEOID03.
 CK2245
 CK2245.The dynamic height is computed by dividing the NAVD 88
 CK2245.geopotential number by the normal gravity value computed on the
 CK2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2245.degrees latitude (g = 980.6199 gals.).
 CK2245
 CK2245.The modeled gravity was interpolated from observed gravity values.
 CK2245
 CK2245;                    North         East     Units Scale Factor Converg.
 CK2245;SPC SC       -    66,291.334   640,729.808   MT  1.00002516   +0 11 00.6
 CK2245;SPC SC       -   217,491.25  2,102,131.92   iFT  1.00002516   +0 11 00.6
 CK2245;UTM  17      - 3,588,215.166   531,116.701   MT  0.99961194   +0 10 39.0
 CK2245
 CK2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2245!SPC SC       -   1.00000454  x   1.00002516  =   1.00002970
 CK2245!UTM  17      -   1.00000454  x   0.99961194  =   0.99961648
 CK2245
 CK2245                          SUPERSEDED SURVEY CONTROL
 CK2245
 CK2245  NAD 83(1986)-  32 25 50.20009(N)    080 40 08.45313(W) AD(       ) 3
 CK2245  NGVD 29 (03/21/89)    3.044  (m)            9.99   (f) ADJUSTED    1 2
 CK2245
 CK2245.Superseded values are not recommended for survey control.
 CK2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2245.See file dsdata.txt to determine how the superseded data were derived.
 CK2245
 CK2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3111788215(NAD 83)
 CK2245_MARKER: DJ = TIDAL STATION DISK
 CK2245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2245_SP_SET: SEAWALL
 CK2245_STAMPING: NO 8 1973
 CK2245_MARK LOGO: NOS   
 CK2245_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2245+STABILITY: SURFACE MOTION
 CK2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2245+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CK2245
 CK2245  HISTORY     - Date     Condition        Report By
 CK2245  HISTORY     - 1973     MONUMENTED       NOS
 CK2245  HISTORY     - 1982     GOOD             SCGS
 CK2245  HISTORY     - 19841210 GOOD             NGS
 CK2245  HISTORY     - 1988     GOOD             USPSQD
 CK2245  HISTORY     - 19950217 GOOD             SCGS
 CK2245  HISTORY     - 19960613 GOOD             USPSQD
 CK2245  HISTORY     - 20051029 GOOD             USPSQD
 CK2245
 CK2245                          STATION DESCRIPTION
 CK2245
 CK2245'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2245'IN BEAUFORT.
 CK2245'THE MARK IS ABOVE LEVEL WITH BAY STREET.
 CK2245'SET IN A RETAINING WALL ON THE EAST SIDE OF U.S. HIGHWAY 21,
 CK2245'IN LINE WITH THE CENTER LINE OF NEW STREET, IN DOWNTOWN BEAUFORT,
 CK2245'84.3 METERS (276.6 FEET) EAST OF THE CENTER LINE OF U.S. HIGHWAY
 CK2245'21, 36.1 METERS (118.6 FEET) EAST NORTHEAST OF TIDAL STA NO 7,
 CK2245'10.5 METERS (34.9 FEET) SOUTH OF THE APPROXIMATE CENTER OF BAY
 CK2245'STREET, 7.6 METERS (25.0 FEET) WEST SOUTHWEST OF A TRIPLE TRUNK
 CK2245'OAK TREE.
 CK2245
 CK2245                          STATION RECOVERY (1984)
 CK2245
 CK2245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CK2245'STATION IS LOCATED IN A SEAWALL IN THE SOUTHEAST ANGLE OF THE JUNCTION
 CK2245'OF U.S. HIGHWAY 21 (CARTERET STREET) AND BAY STREET AT THE THE
 CK2245'INTRACOASTAL WATERWAY BRIDGE OVER THE BEAUFORT RIVER AT THE SOUTHEAST
 CK2245'EDGE OF BEAUFORT. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION,
 CK2245'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.
 CK2245'STATION IS A DRILL MARK IN SEAWALL, 33.7 FEET (10.3 M) SOUTH OF THE
 CK2245'CENTER OF THE INTERSECTION OF BAY STREET AND NEW STREET, 22.4 FEET
 CK2245'(6.8 M) SOUTHWEST OF A POWER POLE NUMBER 26325, 282.3 FEET (86.0 M)
 CK2245'EAST OF THE CENTER OF THE HIGHWAY, 258.38 FEET (78.75 M) NORTHEAST OF
 CK2245'AZIMUTH MARK KEMPER AZ MK.
 CK2245'RECOVERED BY H.D. MCKINNEY.
 CK2245
 CK2245                          STATION RECOVERY (1988)
 CK2245
 CK2245'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2245'RECOVERED IN GOOD CONDITION.
 CK2245
 CK2245                          STATION RECOVERY (1995)
 CK2245
 CK2245'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2245'STATION IS LOCATED IN BEAUFORT.  OWNERSHIP--CITY OF BEAUFORT.  TO
 CK2245'REACH THE STATION FROM THE JUNCTION OF U.S.  21 BUSINESS (BOUNDARY
 CK2245'STREET) , U.S.  HIGHWAY 21 (RIBAUT ROAD) AND STATE ROAD 167 AT THE
 CK2245'NORTHWEST EDGE OF BEAUFORT, GO EAST SOUTHEAST ON HIGHWAY 21 BUSINESS
 CK2245'FOR 1.55 MILES (2.49 KM) TO THE JUNCTION OF BAY STREET, TURN LEFT ON
 CK2245'BAY STREET FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT IN A
 CK2245'SEAWLL AT THE EXTENDED CENTER OF A PAVED ROAD LEFT (NEW STREET) .
 CK2245'STATION IS A DRILL MARK IN SEAWALL AND 0.5 FOOT (15.2 CM) ABOVE BAY
 CK2245'STREET, 22.6 FEET (6.9 M) SOUTH SOUTHWEST OF A POWER POLE NUMBER
 CK2245'263125 WITH A SECURITY LIGHT, 36.0 FEET (11.0 M) SOUTH OF THE CENTER
 CK2245'OF BAY STREET, 117.2 FEET (35.7 M) EAST OF TIDAL BENCH MARK 866 7999
 CK2245'TIDAL 7, 258.4 FEET (78.8 M) NORTHEAST OF AZIMUTH MARK KEMPER AZ MK.
 CK2245'RECOVERED BY R.W.  ROBERTS.
 CK2245
 CK2245                          STATION RECOVERY (1996)
 CK2245
 CK2245'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2245'RECOVERED IN GOOD CONDITION.
 CK2245
 CK2245                          STATION RECOVERY (2005)
 CK2245
 CK2245'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1922 ***********************************************************************
 CK1922  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1922  DESIGNATION -  866 8001 A TIDAL
 CK1922  PID         -  CK1922
 CK1922  STATE/COUNTY-  SC/JASPER
 CK1922  USGS QUAD   -  LAUREL BAY (1962)
 CK1922
 CK1922                         *CURRENT SURVEY CONTROL
 CK1922  ___________________________________________________________________
 CK1922* NAD 83(1986)-  32 26 03.     (N)    080 51 55.     (W)     SCALED    
 CK1922* NAVD 88     -         2.224  (meters)       7.30   (feet)  ADJUSTED  
 CK1922  ___________________________________________________________________
 CK1922  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK1922  DYNAMIC HT  -           2.221 (meters)       7.29  (feet)  COMP
 CK1922  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 CK1922
 CK1922  VERT ORDER  -  FIRST     CLASS II
 CK1922
 CK1922.The horizontal coordinates were scaled from a topographic map and have
 CK1922.an estimated accuracy of +/- 6 seconds.
 CK1922
 CK1922.The orthometric height was determined by differential leveling
 CK1922.and adjusted by the National Geodetic Survey in June 1991..
 CK1922
 CK1922.This Tidal Bench Mark is designated as VM 4436
 CK1922.by the Center for Operational Oceanographic Products and Services.
 CK1922
 CK1922.The geoid height was determined by GEOID03.
 CK1922
 CK1922.The dynamic height is computed by dividing the NAVD 88
 CK1922.geopotential number by the normal gravity value computed on the
 CK1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1922.degrees latitude (g = 980.6199 gals.).
 CK1922
 CK1922.The modeled gravity was interpolated from observed gravity values.
 CK1922
 CK1922;                    North         East    Units  Estimated Accuracy
 CK1922;SPC SC       -    66,640.      622,270.      MT  (+/- 180 meters Scaled)
 CK1922
 CK1922                          SUPERSEDED SURVEY CONTROL
 CK1922
 CK1922  NGVD 29 (03/21/89)    2.507  (m)            8.22   (f) ADJUSTED    1 2
 CK1922
 CK1922.Superseded values are not recommended for survey control.
 CK1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1922.See file dsdata.txt to determine how the superseded data were derived.
 CK1922
 CK1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR126885(NAD 83)
 CK1922_MARKER: DB = BENCH MARK DISK
 CK1922_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1922_SP_SET: STAINLESS STEEL ROD
 CK1922_STAMPING: 8001 A 1979
 CK1922_MARK LOGO: NOS   
 CK1922_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1922+STABILITY: POSITION/ELEVATION WELL
 CK1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK1922+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 CK1922_ROD/PIPE-DEPTH: 5.5  meters
 CK1922
 CK1922  HISTORY     - Date     Condition        Report By
 CK1922  HISTORY     - 1979     MONUMENTED       NOS
 CK1922  HISTORY     - 1981     GOOD             SCGS
 CK1922  HISTORY     - 20020618 GOOD             USPSQD
 CK1922
 CK1922                          STATION DESCRIPTION
 CK1922
 CK1922'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1922'12.1 KM (7.5 MI) ESE FROM RIDGELAND.
 CK1922'19.6 KILOMETERS (12.2 MILES) SOUTHEAST ALONG HIGHWAY 462, FROM
 CK1922'THE JUNCTION OF INTERSTATE 95 NEAR COOSAWHATCHIE, THENCE 1.3
 CK1922'KILOMETERS (0.8 MILE) EAST ALONG A DIRT ROAD (BOLEN HALL ROAD),
 CK1922'THENCE 2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG A DIRT ROAD TO
 CK1922'A HOUSE TRAILER NAMED TICKTON HALL, SET NEXT TO A POWER POLE, IN
 CK1922'FRONT OF THE HOUSE TRAILER, 36.6 METERS (120.0 FEET) NORTHWEST
 CK1922'OF 8001 C 1979, 24.2 METERS (79.6 FEET) EAST SOUTHEAST OF POWER
 CK1922'POLE L 13 B, 4.2 METERS (14.4 FEET) SOUTHWEST OF A SIX INCH OAK
 CK1922'TREE, 1.9 METERS (6.2 FEET) SOUTH SOUTHWEST OF A WATER SPIGOT
 CK1922'PROJECTING 12 INCHES.
 CK1922'THE MARK IS 0.4 METERS  SE FROM  WITNESS SIGN ON POLE
 CK1922'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK1922
 CK1922                          STATION RECOVERY (2002)
 CK1922
 CK1922'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK1922'MARKER IS 12 INCHES BELOW GROUND.  ALSO FOUND 866 8001 F TIDAL-1981
 CK1922'NEAR PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1921 ***********************************************************************
 CK1921  DESIGNATION -  866 8001 B TIDAL
 CK1921  PID         -  CK1921
 CK1921  STATE/COUNTY-  SC/JASPER
 CK1921  USGS QUAD   -  LAUREL BAY (1962)
 CK1921
 CK1921                         *CURRENT SURVEY CONTROL
 CK1921  ___________________________________________________________________
 CK1921* NAD 83(1986)-  32 26 03.     (N)    080 51 56.     (W)     SCALED    
 CK1921* NAVD 88     -         2.907  (meters)       9.54   (feet)  ADJUSTED  
 CK1921  ___________________________________________________________________
 CK1921  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK1921  DYNAMIC HT  -           2.904 (meters)       9.53  (feet)  COMP
 CK1921  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 CK1921
 CK1921  VERT ORDER  -  FIRST     CLASS II
 CK1921
 CK1921.The horizontal coordinates were scaled from a topographic map and have
 CK1921.an estimated accuracy of +/- 6 seconds.
 CK1921
 CK1921.The orthometric height was determined by differential leveling
 CK1921.and adjusted by the National Geodetic Survey in June 1991..
 CK1921
 CK1921.The geoid height was determined by GEOID03.
 CK1921
 CK1921.The dynamic height is computed by dividing the NAVD 88
 CK1921.geopotential number by the normal gravity value computed on the
 CK1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1921.degrees latitude (g = 980.6199 gals.).
 CK1921
 CK1921.The modeled gravity was interpolated from observed gravity values.
 CK1921
 CK1921;                    North         East    Units  Estimated Accuracy
 CK1921;SPC SC       -    66,640.      622,240.      MT  (+/- 180 meters Scaled)
 CK1921
 CK1921                          SUPERSEDED SURVEY CONTROL
 CK1921
 CK1921  NGVD 29 (03/21/89)    3.191  (m)           10.47   (f) ADJUSTED    1 2
 CK1921
 CK1921.Superseded values are not recommended for survey control.
 CK1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1921.See file dsdata.txt to determine how the superseded data were derived.
 CK1921
 CK1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR126885(NAD 83)
 CK1921_MARKER: DB = BENCH MARK DISK
 CK1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1921_SP_SET: CONCRETE POST
 CK1921_STAMPING: 8001 B 1979
 CK1921_MARK LOGO: NOS   
 CK1921_PROJECTION: FLUSH
 CK1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1921
 CK1921  HISTORY     - Date     Condition        Report By
 CK1921  HISTORY     - 1979     MONUMENTED       NOS
 CK1921  HISTORY     - 1981     GOOD             SCGS
 CK1921  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK1921
 CK1921                          STATION DESCRIPTION
 CK1921
 CK1921'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1921'12.1 KM (7.5 MI) ESE FROM RIDGELAND.
 CK1921'19.6 KILOMETERS (12.2 MILES) SOUTHEAST ALONG STATE HIGHWAY 462, FROM
 CK1921'THE JUNCTION OF INTERSTATE 95 NEAR COOSAWHATCHIE, THENCE 1.3 KILOMETER
 CK1921'(0.8 MILE) EAST ALONG A DIRT ROAD (BOLEN HALL ROAD), THENCE 2.1
 CK1921'KILOMETERS (1.3 MILES) NORTHEAST ALONG A DIRT ROAD TO A HOUSE TRAILER
 CK1921'NAMED TICKTON HALL TRAILER, 61.3 METERS (201.0 FEET) SOUTHWEST OF
 CK1921'8001 A, 9.5 METERS (31.3 FEET) WEST OF A DIRT DRIVE TO THE TRAILER,
 CK1921'8.8 METERS (29.6 FEET) NORTH OF A DIRT ROAD, 0.4 MILE (1.3 FEET)
 CK1921'NORTH NORTHWEST OF THE NORTH CORNER OF THE PUMP HOUSE.
 CK1921'THE MARK IS 0.5 METERS  NE FROM  SIGN ON UTILITY POLE
 CK1921'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK1921
 CK1921                          STATION RECOVERY (2002)
 CK1921
 CK1921'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK1921'NOT FOUND.  SEARCHED SW OF 866 8001 A TIDAL WITH MICRONTA 4001.  NO WP
 CK1921'HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1920 ***********************************************************************
 CK1920  DESIGNATION -  866 8001 C TIDAL
 CK1920  PID         -  CK1920
 CK1920  STATE/COUNTY-  SC/JASPER
 CK1920  USGS QUAD   -  LAUREL BAY (1962)
 CK1920
 CK1920                         *CURRENT SURVEY CONTROL
 CK1920  ___________________________________________________________________
 CK1920* NAD 83(1986)-  32 26 03.     (N)    080 51 56.     (W)     SCALED    
 CK1920* NAVD 88     -         2.186  (meters)       7.17   (feet)  ADJUSTED  
 CK1920  ___________________________________________________________________
 CK1920  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK1920  DYNAMIC HT  -           2.183 (meters)       7.16  (feet)  COMP
 CK1920  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 CK1920
 CK1920  VERT ORDER  -  FIRST     CLASS II
 CK1920
 CK1920.The horizontal coordinates were scaled from a topographic map and have
 CK1920.an estimated accuracy of +/- 6 seconds.
 CK1920
 CK1920.The orthometric height was determined by differential leveling
 CK1920.and adjusted by the National Geodetic Survey in June 1991..
 CK1920
 CK1920.The geoid height was determined by GEOID03.
 CK1920
 CK1920.The dynamic height is computed by dividing the NAVD 88
 CK1920.geopotential number by the normal gravity value computed on the
 CK1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1920.degrees latitude (g = 980.6199 gals.).
 CK1920
 CK1920.The modeled gravity was interpolated from observed gravity values.
 CK1920
 CK1920;                    North         East    Units  Estimated Accuracy
 CK1920;SPC SC       -    66,640.      622,240.      MT  (+/- 180 meters Scaled)
 CK1920
 CK1920                          SUPERSEDED SURVEY CONTROL
 CK1920
 CK1920  NGVD 29 (03/21/89)    2.469  (m)            8.10   (f) ADJUSTED    1 2
 CK1920
 CK1920.Superseded values are not recommended for survey control.
 CK1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1920.See file dsdata.txt to determine how the superseded data were derived.
 CK1920
 CK1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR126885(NAD 83)
 CK1920_MARKER: DB = BENCH MARK DISK
 CK1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1920_SP_SET: CONCRETE POST
 CK1920_STAMPING: 8001 C 1979
 CK1920_MARK LOGO: NOS   
 CK1920_PROJECTION: FLUSH
 CK1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1920
 CK1920  HISTORY     - Date     Condition        Report By
 CK1920  HISTORY     - 1979     MONUMENTED       NOS
 CK1920  HISTORY     - 1981     GOOD             SCGS
 CK1920  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK1920
 CK1920                          STATION DESCRIPTION
 CK1920
 CK1920'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1920'12.1 KM (7.5 MI) ESE FROM RIDGELAND.
 CK1920'19.6 KILOMETERS (12.2 MILES) SOUTHEAST ALONG STATE HIGHWAY 462
 CK1920'FROM THE JUNCTION OF INTERSTATE 95 NEAR COOSAWHATCHIE, THENCE 1.3
 CK1920'KILOMETER (0.8 MILE) EAST ALONG A DIRT ROAD (BOLEN HALL ROAD),
 CK1920'THENCE 2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG A DIRT ROAD TO
 CK1920'A HOUSE TRAILER NAMED TICKTON HALL, SET NEXT TO A FENCE LINE IN
 CK1920'THE YARD AND AT THE SOUTH END OF A TRAILER EAST OF TICKTON HALL
 CK1920'TRAILER, 62.2 METERS (204.0 FEET) EAST OF 8001 B, 36.6 METERS
 CK1920'(120.0 FEET) SOUTHEAST OF 8001 A, 11.3 METERS (37.2 FEET) SOUTH
 CK1920'SOUTHWEST OF POWERLINE POLE L 15 13, 7.6 METERS (24.9 FEET)
 CK1920'SOUTHEAST OF A DIRT ROAD.
 CK1920'THE MARK IS 1.5 METERS  N FROM A WITNESS POST.
 CK1920'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK1920
 CK1920                          STATION RECOVERY (2002)
 CK1920
 CK1920'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK1920'NOT FOUND.  SEARCHED SE OF 866 8001 A TIDAL WITH MICRONTA 4001.  NO WP
 CK1920'HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1919 ***********************************************************************
 CK1919  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1919  DESIGNATION -  866 8001 D TIDAL
 CK1919  PID         -  CK1919
 CK1919  STATE/COUNTY-  SC/JASPER
 CK1919  USGS QUAD   -  LAUREL BAY (1962)
 CK1919
 CK1919                         *CURRENT SURVEY CONTROL
 CK1919  ___________________________________________________________________
 CK1919* NAD 83(1986)-  32 26 02.     (N)    080 51 58.     (W)     SCALED    
 CK1919* NAVD 88     -         3.847  (meters)      12.62   (feet)  ADJUSTED  
 CK1919  ___________________________________________________________________
 CK1919  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK1919  DYNAMIC HT  -           3.843 (meters)      12.61  (feet)  COMP
 CK1919  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 CK1919
 CK1919  VERT ORDER  -  FIRST     CLASS II
 CK1919
 CK1919.The horizontal coordinates were scaled from a topographic map and have
 CK1919.an estimated accuracy of +/- 6 seconds.
 CK1919
 CK1919.The orthometric height was determined by differential leveling
 CK1919.and adjusted by the National Geodetic Survey in June 1991..
 CK1919
 CK1919.This Tidal Bench Mark is designated as VM 4437
 CK1919.by the Center for Operational Oceanographic Products and Services.
 CK1919
 CK1919.The geoid height was determined by GEOID03.
 CK1919
 CK1919.The dynamic height is computed by dividing the NAVD 88
 CK1919.geopotential number by the normal gravity value computed on the
 CK1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1919.degrees latitude (g = 980.6199 gals.).
 CK1919
 CK1919.The modeled gravity was interpolated from observed gravity values.
 CK1919
 CK1919;                    North         East    Units  Estimated Accuracy
 CK1919;SPC SC       -    66,610.      622,190.      MT  (+/- 180 meters Scaled)
 CK1919
 CK1919                          SUPERSEDED SURVEY CONTROL
 CK1919
 CK1919  NGVD 29 (03/21/89)    4.131  (m)           13.55   (f) ADJUSTED    1 2
 CK1919
 CK1919.Superseded values are not recommended for survey control.
 CK1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1919.See file dsdata.txt to determine how the superseded data were derived.
 CK1919
 CK1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR125885(NAD 83)
 CK1919_MARKER: DB = BENCH MARK DISK
 CK1919_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1919_SP_SET: STAINLESS STEEL ROD
 CK1919_STAMPING: 8001 D 1979
 CK1919_MARK LOGO: NOS   
 CK1919_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1919+STABILITY: POSITION/ELEVATION WELL
 CK1919_ROD/PIPE-DEPTH: 7.3  meters
 CK1919
 CK1919  HISTORY     - Date     Condition        Report By
 CK1919  HISTORY     - 1979     MONUMENTED       NOS
 CK1919  HISTORY     - 1981     GOOD             SCGS
 CK1919  HISTORY     - 20020618 POOR             USPSQD
 CK1919
 CK1919                          STATION DESCRIPTION
 CK1919
 CK1919'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1919'12.1 KM (7.5 MI) ESE FROM RIDGELAND.
 CK1919'19.6 KILOMETERS (12.2 MILES) SOUTHEAST ALONG STATE HIGHWAY 462 FROM
 CK1919'THE JUNCTION OF INTERSTATE 95 NEAR COOSAWHATCHIE, THENCE 1.3
 CK1919'KILOMETERS (0.8 MILE) EAST ALONG A DIRT ROAD (BOLEN HALL ROAD),
 CK1919'THENCE 2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG A DIRT ROAD TO A
 CK1919'TRAILER NAMED TICKTON HALL, SET ON THE SOUTH SIDE OF THE DIRT ROAD
 CK1919'LEADING TO THE TRAILERS AND ALONG THE FENCELINE, 76.5 METERS (252.0
 CK1919'FEET) WEST SOUTHWEST OF 8001 B, 54.8 METERS (180 FEET) EAST OF 8001 E,
 CK1919'4.8 METERS (15.9 FEET) WEST OF A 12 INCH OAK TREE, 4.8 METERS
 CK1919'(15.7 FEET) SOUTH SOUTHEAST OF THE CENTER OF THE DIRT ROAD.
 CK1919'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CK1919'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1919
 CK1919                          STATION RECOVERY (2002)
 CK1919
 CK1919'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK1919'POOR CONDITION.  MARKER HAS BEEN HIT AND IS LEANING 20 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1918 ***********************************************************************
 CK1918  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1918  DESIGNATION -  866 8001 E TIDAL
 CK1918  PID         -  CK1918
 CK1918  STATE/COUNTY-  SC/JASPER
 CK1918  USGS QUAD   -  LAUREL BAY (1962)
 CK1918
 CK1918                         *CURRENT SURVEY CONTROL
 CK1918  ___________________________________________________________________
 CK1918* NAD 83(1986)-  32 26 02.     (N)    080 52 00.     (W)     SCALED    
 CK1918* NAVD 88     -         4.120  (meters)      13.52   (feet)  ADJUSTED  
 CK1918  ___________________________________________________________________
 CK1918  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK1918  DYNAMIC HT  -           4.116 (meters)      13.50  (feet)  COMP
 CK1918  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 CK1918
 CK1918  VERT ORDER  -  FIRST     CLASS II
 CK1918
 CK1918.The horizontal coordinates were scaled from a topographic map and have
 CK1918.an estimated accuracy of +/- 6 seconds.
 CK1918
 CK1918.The orthometric height was determined by differential leveling
 CK1918.and adjusted by the National Geodetic Survey in June 1991..
 CK1918
 CK1918.This Tidal Bench Mark is designated as VM 4438
 CK1918.by the Center for Operational Oceanographic Products and Services.
 CK1918
 CK1918.The geoid height was determined by GEOID03.
 CK1918
 CK1918.The dynamic height is computed by dividing the NAVD 88
 CK1918.geopotential number by the normal gravity value computed on the
 CK1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1918.degrees latitude (g = 980.6199 gals.).
 CK1918
 CK1918.The modeled gravity was interpolated from observed gravity values.
 CK1918
 CK1918;                    North         East    Units  Estimated Accuracy
 CK1918;SPC SC       -    66,610.      622,140.      MT  (+/- 180 meters Scaled)
 CK1918
 CK1918                          SUPERSEDED SURVEY CONTROL
 CK1918
 CK1918  NGVD 29 (03/21/89)    4.404  (m)           14.45   (f) ADJUSTED    1 2
 CK1918
 CK1918.Superseded values are not recommended for survey control.
 CK1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1918.See file dsdata.txt to determine how the superseded data were derived.
 CK1918
 CK1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR125885(NAD 83)
 CK1918_MARKER: DB = BENCH MARK DISK
 CK1918_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1918_SP_SET: STAINLESS STEEL ROD
 CK1918_STAMPING: 8001 E 1979
 CK1918_MARK LOGO: NOS   
 CK1918_PROJECTION: PROJECTING 3 CENTIMETERS
 CK1918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1918+STABILITY: POSITION/ELEVATION WELL
 CK1918_ROD/PIPE-DEPTH: 5.5  meters
 CK1918
 CK1918  HISTORY     - Date     Condition        Report By
 CK1918  HISTORY     - 1979     MONUMENTED       NOS
 CK1918  HISTORY     - 1981     GOOD             SCGS
 CK1918  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK1918
 CK1918                          STATION DESCRIPTION
 CK1918
 CK1918'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1918'12.1 KM (7.5 MI) ESE FROM RIDGELAND.
 CK1918'19.6 KILOMETERS (12.2 MILES) SOUTHEAST ALONG STATE HIGHWAY 462,
 CK1918'FROM THE JUNCTION OF INTERSTATE 95 NEAR COOSAWHATCHIE, THENCE 1.3
 CK1918'KILOMETERS (0.8 MILE) EAST ALONG A DIRT ROAD (BOLEN HALL ROAD),
 CK1918'THENCE 2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG A DIRT ROAD TO A
 CK1918'HOUSE TRAILER NAMED, TICKTON HALL, SET ON THE SOUTH SIDE OF THE
 CK1918'DIRT ROAD TO THE TRAILERS ABOUT 0.1 KILOMETER (0.05 MILE) BEFORE
 CK1918'TICKTON HALL TRAILER, 54.8 METERS (180.0 FEET) WEST OF 8001 D,
 CK1918'5.5 METERS (18.7 FEET) SOUTH OF THE CENTER OF THE ROAD, 4.8 METERS
 CK1918'(16.0 FEET) NORTH OF A 16 INCH PINE TREE, WHICH IS ACROSS A FIRE
 CK1918'BREAK.
 CK1918'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 CK1918'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1918
 CK1918                          STATION RECOVERY (2002)
 CK1918
 CK1918'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK1918'NOT FOUND.  SEARCHED NEAR DIRT ROAD WITH MICRONTA 4001.  NO WP HERE
 CK1918'NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2228 ***********************************************************************
 CK2228  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2228  DESIGNATION -  866 8092 A TIDAL
 CK2228  PID         -  CK2228
 CK2228  STATE/COUNTY-  SC/BEAUFORT
 CK2228  USGS QUAD   -  BEAUFORT (1998)
 CK2228
 CK2228                         *CURRENT SURVEY CONTROL
 CK2228  ___________________________________________________________________
 CK2228* NAD 83(1986)-  32 24 51.     (N)    080 41 58.     (W)     SCALED    
 CK2228* NAVD 88     -         2.487  (meters)       8.16   (feet)  ADJUSTED  
 CK2228  ___________________________________________________________________
 CK2228  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2228  DYNAMIC HT  -           2.485 (meters)       8.15  (feet)  COMP
 CK2228  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CK2228
 CK2228  VERT ORDER  -  FIRST     CLASS II
 CK2228
 CK2228.The horizontal coordinates were scaled from a topographic map and have
 CK2228.an estimated accuracy of +/- 6 seconds.
 CK2228
 CK2228.The orthometric height was determined by differential leveling
 CK2228.and adjusted by the National Geodetic Survey in June 1991..
 CK2228
 CK2228.This Tidal Bench Mark is designated as VM 4451
 CK2228.by the Center for Operational Oceanographic Products and Services.
 CK2228
 CK2228.The geoid height was determined by GEOID03.
 CK2228
 CK2228.The dynamic height is computed by dividing the NAVD 88
 CK2228.geopotential number by the normal gravity value computed on the
 CK2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2228.degrees latitude (g = 980.6199 gals.).
 CK2228
 CK2228.The modeled gravity was interpolated from observed gravity values.
 CK2228
 CK2228;                    North         East    Units  Estimated Accuracy
 CK2228;SPC SC       -    64,460.      637,870.      MT  (+/- 180 meters Scaled)
 CK2228
 CK2228                          SUPERSEDED SURVEY CONTROL
 CK2228
 CK2228  NGVD 29 (03/21/89)    2.770  (m)            9.09   (f) ADJUSTED    1 2
 CK2228
 CK2228.Superseded values are not recommended for survey control.
 CK2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2228.See file dsdata.txt to determine how the superseded data were derived.
 CK2228
 CK2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR282863(NAD 83)
 CK2228_MARKER: DJ = TIDAL STATION DISK
 CK2228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2228_SP_SET: STAINLESS STEEL ROD
 CK2228_STAMPING: 8092 A 1978
 CK2228_MARK LOGO: NOS   
 CK2228_PROJECTION: FLUSH
 CK2228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2228+STABILITY: POSITION/ELEVATION WELL
 CK2228_ROD/PIPE-DEPTH: 11.6 meters
 CK2228
 CK2228  HISTORY     - Date     Condition        Report By
 CK2228  HISTORY     - 1978     MONUMENTED       NOS
 CK2228  HISTORY     - 1982     GOOD             SCGS
 CK2228
 CK2228                          STATION DESCRIPTION
 CK2228
 CK2228'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2228'2.9 KM (1.8 MI) SW FROM BEAUFORT.
 CK2228'2.9 KILOMETERS (1.8 MILES) SOUTH ALONG STATE HIGHWAY 281 FROM
 CK2228'THE JUNCTION OF U.S. HIGHWAY 21 IN BEAUFORT, THENCE 0.7 KILOMETERS
 CK2228'(0.45 MILES) WEST ALONG COUNTY ROAD S-7-159, THENCE 0.8 KILOMETERS
 CK2228'(0.5 MILES) WEST ALONG A SAND DRIVE LEADING TO A LARGE BRICK HOUSE
 CK2228'IN THE SHAPE OF AN L, THENCE CONTINUE AHEAD FOR 0.1 KILOMETERS
 CK2228'(0.05 MILES) ALONG A GRASSY ROAD ON THE NORTH SIDE OF THE HOUSE
 CK2228'LEADING TO THE DOCK, SET ON THE NORTH SIDE OF THE TRAIL THAT LEADS
 CK2228'ON TO THE DOCK, 11.1 METERS (36.7 FEET) WEST SOUTHWEST OF A LONE
 CK2228'12 INCH PALMETTO TREE, 5.2 METERS (17.0 FEET) EAST SOUTHEAST OF
 CK2228'THE DOCK, 1.8 METERS (6.0 FEET) NORTHEAST OF THE APPROXIMATE
 CK2228'CENTER OF THE TRAIL LEADING TO THE DOCK.
 CK2228'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2227 ***********************************************************************
 CK2227  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2227  DESIGNATION -  866 8092 D TIDAL
 CK2227  PID         -  CK2227
 CK2227  STATE/COUNTY-  SC/BEAUFORT
 CK2227  USGS QUAD   -  BEAUFORT (1998)
 CK2227
 CK2227                         *CURRENT SURVEY CONTROL
 CK2227  ___________________________________________________________________
 CK2227* NAD 83(1986)-  32 24 51.     (N)    080 41 58.     (W)     SCALED    
 CK2227* NAVD 88     -         4.730  (meters)      15.52   (feet)  ADJUSTED  
 CK2227  ___________________________________________________________________
 CK2227  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2227  DYNAMIC HT  -           4.725 (meters)      15.50  (feet)  COMP
 CK2227  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CK2227
 CK2227  VERT ORDER  -  FIRST     CLASS II
 CK2227
 CK2227.The horizontal coordinates were scaled from a topographic map and have
 CK2227.an estimated accuracy of +/- 6 seconds.
 CK2227
 CK2227.The orthometric height was determined by differential leveling
 CK2227.and adjusted by the National Geodetic Survey in June 1991..
 CK2227
 CK2227.This Tidal Bench Mark is designated as VM 4454
 CK2227.by the Center for Operational Oceanographic Products and Services.
 CK2227
 CK2227.The geoid height was determined by GEOID03.
 CK2227
 CK2227.The dynamic height is computed by dividing the NAVD 88
 CK2227.geopotential number by the normal gravity value computed on the
 CK2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2227.degrees latitude (g = 980.6199 gals.).
 CK2227
 CK2227.The modeled gravity was interpolated from observed gravity values.
 CK2227
 CK2227;                    North         East    Units  Estimated Accuracy
 CK2227;SPC SC       -    64,460.      637,870.      MT  (+/- 180 meters Scaled)
 CK2227
 CK2227                          SUPERSEDED SURVEY CONTROL
 CK2227
 CK2227  NGVD 29 (03/21/89)    5.013  (m)           16.45   (f) ADJUSTED    1 2
 CK2227
 CK2227.Superseded values are not recommended for survey control.
 CK2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2227.See file dsdata.txt to determine how the superseded data were derived.
 CK2227
 CK2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR282863(NAD 83)
 CK2227_MARKER: DJ = TIDAL STATION DISK
 CK2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2227_SP_SET: CONCRETE POST
 CK2227_STAMPING: 8092 D 1978
 CK2227_MARK LOGO: NOS   
 CK2227_PROJECTION: FLUSH
 CK2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2227+STABILITY: SURFACE MOTION
 CK2227
 CK2227  HISTORY     - Date     Condition        Report By
 CK2227  HISTORY     - 1978     MONUMENTED       NOS
 CK2227  HISTORY     - 1982     GOOD             SCGS
 CK2227
 CK2227                          STATION DESCRIPTION
 CK2227
 CK2227'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2227'2.9 KM (1.8 MI) SW FROM BEAUFORT.
 CK2227'2.9 KILOMETERS (1.8 MILES) SOUTH ALONG STATE HIGHWAY 281, FROM
 CK2227'THE JUNCTION OF U.S. HIGHWAY 21 IN BEAUFORT, THENCE 0.7 KILOMETERS
 CK2227'(0.45 MILES) WEST ALONG COUNTY ROAD S-7-159, THENCE 0.8 KILOMETERS
 CK2227'(0.5 MILES) WEST ALONG A SAND DRIVE LEADING TO A LARGE BRICK HOUSE
 CK2227'IN THE SHAPE OF AN L, 36.1 METERS (118.9 FEET) NORTHEAST OF THE
 CK2227'CORNER OF THE HOUSE, 18.4 METERS (60.6 FEET) NORTH NORTHEAST OF
 CK2227'A BRICK PILLAR AT THE NORTH EDGE OF THE PARKING AREA, 20.4 METERS
 CK2227'(67.0 FEET) NORTH NORTHWEST OF A 24 INCH PINE TREE WITH A YARD
 CK2227'LIGHT.
 CK2227'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0845 ***********************************************************************
 CK0845  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0845  DESIGNATION -  866 8146 TIDAL 1
 CK0845  PID         -  CK0845
 CK0845  STATE/COUNTY-  SC/BEAUFORT
 CK0845  USGS QUAD   -  ST HELENA SOUND (1979)
 CK0845
 CK0845                         *CURRENT SURVEY CONTROL
 CK0845  ___________________________________________________________________
 CK0845* NAD 83(1986)-  32 24 12.     (N)    080 26 58.     (W)     SCALED    
 CK0845* NAVD 88     -         3.451  (meters)      11.32   (feet)  ADJUSTED  
 CK0845  ___________________________________________________________________
 CK0845  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 CK0845  DYNAMIC HT  -           3.447 (meters)      11.31  (feet)  COMP
 CK0845  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 CK0845
 CK0845  VERT ORDER  -  FIRST     CLASS II
 CK0845
 CK0845.The horizontal coordinates were scaled from a topographic map and have
 CK0845.an estimated accuracy of +/- 6 seconds.
 CK0845
 CK0845.The orthometric height was determined by differential leveling
 CK0845.and adjusted by the National Geodetic Survey in June 1991..
 CK0845
 CK0845.This Tidal Bench Mark is designated as VM 4461
 CK0845.by the Center for Operational Oceanographic Products and Services.
 CK0845
 CK0845.The geoid height was determined by GEOID03.
 CK0845
 CK0845.The dynamic height is computed by dividing the NAVD 88
 CK0845.geopotential number by the normal gravity value computed on the
 CK0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0845.degrees latitude (g = 980.6199 gals.).
 CK0845
 CK0845.The modeled gravity was interpolated from observed gravity values.
 CK0845
 CK0845;                    North         East    Units  Estimated Accuracy
 CK0845;SPC SC       -    63,360.      661,400.      MT  (+/- 180 meters Scaled)
 CK0845
 CK0845                          SUPERSEDED SURVEY CONTROL
 CK0845
 CK0845  NGVD 29 (03/21/89)    3.733  (m)           12.25   (f) ADJUSTED    1 2
 CK0845
 CK0845.Superseded values are not recommended for survey control.
 CK0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0845.See file dsdata.txt to determine how the superseded data were derived.
 CK0845
 CK0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR517852(NAD 83)
 CK0845_MARKER: DJ = TIDAL STATION DISK
 CK0845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK0845_STAMPING: NO 1 1956
 CK0845_MARK LOGO: CGS   
 CK0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0845+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 CK0845
 CK0845  HISTORY     - Date     Condition        Report By
 CK0845  HISTORY     - 1956     MONUMENTED       CGS
 CK0845  HISTORY     - 1962     GOOD             NGS
 CK0845  HISTORY     - 1971     GOOD
 CK0845  HISTORY     - 1982     GOOD             SCGS
 CK0845  HISTORY     - 19950327 GOOD             USPSQD
 CK0845  HISTORY     - 20020616 GOOD             USPSQD
 CK0845
 CK0845                          STATION DESCRIPTION
 CK0845
 CK0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0845'7.6 MI SE FROM FROGMORE.
 CK0845'7.65 MILES EAST AND SOUTHEAST ON U.S. HIGHWAY 21 FROM THE POST
 CK0845'OFFICE IN FROGMORE.  12.5 FEET NORTHEAST OF THE CENTER LINE OF
 CK0845'U.S. HIGHWAY 21 AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN A
 CK0845'DRILL HOLE IN THE NORTHEAST CONCRETE ABUTMENT AT THE SOUTHEAST
 CK0845'END OF THE BRIDGE OVER HARBOR RIVER.
 CK0845
 CK0845                          STATION RECOVERY (1971)
 CK0845
 CK0845'RECOVERED 1971
 CK0845'RECOVERED IN GOOD CONDITION.
 CK0845
 CK0845                          STATION RECOVERY (1982)
 CK0845
 CK0845'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0845'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.9 KM
 CK0845'(8.0 MI) EAST ALONG U.S. HGIHWAY 21 FROM THE POST OFFICE AT FROGMORE,
 CK0845'THIS MARK IS SET IN THE SOUTHEAST CORNER OF THE ST.  HELENA-HUNTING
 CK0845'ISLAND BRIDGE CROSSING THE HARBOR RIVER.
 CK0845'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 21.
 CK0845
 CK0845                          STATION RECOVERY (1995)
 CK0845
 CK0845'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK0845'RECOVERED IN GOOD CONDITION.
 CK0845
 CK0845                          STATION RECOVERY (2002)
 CK0845
 CK0845'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0844 ***********************************************************************
 CK0844  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0844  DESIGNATION -  866 8146 TIDAL 2
 CK0844  PID         -  CK0844
 CK0844  STATE/COUNTY-  SC/BEAUFORT
 CK0844  USGS QUAD   -  ST HELENA SOUND (1979)
 CK0844
 CK0844                         *CURRENT SURVEY CONTROL
 CK0844  ___________________________________________________________________
 CK0844* NAD 83(1986)-  32 24 23.     (N)    080 27 30.     (W)     SCALED    
 CK0844* NAVD 88     -         3.488  (meters)      11.44   (feet)  ADJUSTED  
 CK0844  ___________________________________________________________________
 CK0844  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 CK0844  DYNAMIC HT  -           3.484 (meters)      11.43  (feet)  COMP
 CK0844  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CK0844
 CK0844  VERT ORDER  -  FIRST     CLASS II
 CK0844
 CK0844.The horizontal coordinates were scaled from a topographic map and have
 CK0844.an estimated accuracy of +/- 6 seconds.
 CK0844
 CK0844.The orthometric height was determined by differential leveling
 CK0844.and adjusted by the National Geodetic Survey in June 1991..
 CK0844
 CK0844.This Tidal Bench Mark is designated as VM 4462
 CK0844.by the Center for Operational Oceanographic Products and Services.
 CK0844
 CK0844.The geoid height was determined by GEOID03.
 CK0844
 CK0844.The dynamic height is computed by dividing the NAVD 88
 CK0844.geopotential number by the normal gravity value computed on the
 CK0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0844.degrees latitude (g = 980.6199 gals.).
 CK0844
 CK0844.The modeled gravity was interpolated from observed gravity values.
 CK0844
 CK0844;                    North         East    Units  Estimated Accuracy
 CK0844;SPC SC       -    63,690.      660,560.      MT  (+/- 180 meters Scaled)
 CK0844
 CK0844                          SUPERSEDED SURVEY CONTROL
 CK0844
 CK0844  NGVD 29 (04/23/92)    3.770  (m)           12.37   (f) ADJUSTED    1 2
 CK0844
 CK0844.Superseded values are not recommended for survey control.
 CK0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0844.See file dsdata.txt to determine how the superseded data were derived.
 CK0844
 CK0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR509856(NAD 83)
 CK0844_MARKER: DB = BENCH MARK DISK
 CK0844_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK0844_SP_SET: BRIDGE WINGWALL
 CK0844_STAMPING: NO 2 1956
 CK0844_MARK LOGO: CGS   
 CK0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0844+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 CK0844
 CK0844  HISTORY     - Date     Condition        Report By
 CK0844  HISTORY     - 1956     MONUMENTED       CGS
 CK0844  HISTORY     - 1962     GOOD             NGS
 CK0844  HISTORY     - 1971     GOOD
 CK0844  HISTORY     - 1982     GOOD             SCGS
 CK0844  HISTORY     - 19880301 GOOD             SCGS
 CK0844  HISTORY     - 19950215 GOOD             SCGS
 CK0844  HISTORY     - 19950327 GOOD             USPSQD
 CK0844  HISTORY     - 20020616 GOOD             USPSQD
 CK0844  HISTORY     - 20060625 GOOD             USPSQD
 CK0844
 CK0844                          STATION DESCRIPTION
 CK0844
 CK0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0844'7.1 MI SE FROM FROGMORE.
 CK0844'7.10 MILES EAST AND SOUTHEAST ON U.S. HIGHWAY 21 FROM THE POST
 CK0844'OFFICE IN FROGMORE.  12.5 FEET NORTHEAST OF THE CENTER LINE OF
 CK0844'U.S. HIGHWAY 21 AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN A DRILL
 CK0844'HOLE IN THE NORTHEAST CONCRETE ABUTMENT AT THE NORTHWEST END OF
 CK0844'THE BRIDGE OVER HARBOR RIVER.
 CK0844
 CK0844                          STATION RECOVERY (1971)
 CK0844
 CK0844'RECOVERED 1971
 CK0844'RECOVERED IN GOOD CONDITION.
 CK0844
 CK0844                          STATION RECOVERY (1982)
 CK0844
 CK0844'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0844'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 21.
 CK0844'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.2 KM
 CK0844'(7.6 MI) EAST ALONG U.S. HGIHWAY 21 FROM THE POST OFFICE AT FROGMORE,
 CK0844'SET IN THE NORTHEAST CORNER OF THE ST. HELENA-HUNTING ISLAND BRIDGE
 CK0844'CROSSING HARBOR RIVER.
 CK0844
 CK0844                          STATION RECOVERY (1988)
 CK0844
 CK0844'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK0844'7.10 MILES EAST AND SOUTHEAST ON U.S. HIGHWAY 21 FROM THE POST
 CK0844'OFFICE IN FROGMORE.  12.5 FEET NORTHEAST OF THE CENTER LINE OF
 CK0844'U.S. HIGHWAY 21 AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN A DRILL
 CK0844'HOLE IN THE NORTHEAST CONCRETE ABUTMENT AT THE NORTHWEST END OF
 CK0844'THE BRIDGE OVER HARBOR RIVER.
 CK0844'IN 1971 THIS POINT WAS REPORTED BY AAS AS BEING IN GOOD CONDITION.
 CK0844'IN 1982 THIS POINT WAS REPORTED BY SCGS AS BEING IN GOOD CONDITION.
 CK0844'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.2 KM
 CK0844'(7.6 MI) EAST ALONG U.S. HGIHWAY 21 FROM THE POST OFFICE AT FROGMORE,
 CK0844'SET IN THE NORTHEAST CORNER OF THE ST. HELENA-HUNTING ISLAND BRIDGE
 CK0844'CROSSING HARBOR RIVER.
 CK0844
 CK0844                          STATION RECOVERY (1995)
 CK0844
 CK0844'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK0844'STATION IS LOCATED 12.5 MILES (20.1 KM) EAST OF BEAUFORT, ON ST.
 CK0844'HELENA ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 CK0844'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK0844'FROM THE JUNCTION OF U.S.  HIGHWAY 21, STATE HIGHWAY 802 (LADYS ISLAND
 CK0844'DRIVE) AND U.S.  HIGHWAY 21 BUSINESS (SEA ISLAND PARKWAY) ON LADYS
 CK0844'ISLAND, 1.6 MILES (2.6 KM) SOUTHEAST OF BEAUFORT, GO SOUTHEAST ON
 CK0844'HIGHWAY 21 FOR 4.7 MILES (7.6 KM) TO THE JUNCTION OF STATE ROAD 45
 CK0844'(MARTIN LUTHER KING JR.  DRIVE) IN FROGMORE, CONTINUE ON HIGHWAY 21
 CK0844'FOR 7.35 MILES (11.83 KM) TO THE STATION IN A WINGWALL AT THE
 CK0844'NORTHWEST CORNER OF THE BRIDGE OVER HARBOR RIVER.  STATION IS A DRILL
 CK0844'MARK IN THE WINGWALL AND LEVEL WITH THE HIGHWAY, 12.0 FEET (3.7 M)
 CK0844'NORTH OF THE CENTER OF THE HIGHWAY, 3.4 FEET (1.0 M) SOUTH SOUTHWEST
 CK0844'OF THE NORTHEAST END OF THE WINGWALL, 7.7 FEET (2.3 M) EAST SOUTHEAST
 CK0844'OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
 CK0844
 CK0844                          STATION RECOVERY (1995)
 CK0844
 CK0844'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK0844'RECOVERED IN GOOD CONDITION.
 CK0844
 CK0844                          STATION RECOVERY (2002)
 CK0844
 CK0844'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK0844'RECOVERED IN GOOD CONDITION.
 CK0844
 CK0844                          STATION RECOVERY (2006)
 CK0844
 CK0844'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2335 ***********************************************************************
 CK2335  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2335  DESIGNATION -  866 8146 TIDAL 4
 CK2335  PID         -  CK2335
 CK2335  STATE/COUNTY-  SC/BEAUFORT
 CK2335  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2335
 CK2335                         *CURRENT SURVEY CONTROL
 CK2335  ___________________________________________________________________
 CK2335* NAD 83(1986)-  32 24 32.     (N)    080 27 57.     (W)     SCALED    
 CK2335* NAVD 88     -         2.586  (meters)       8.48   (feet)  ADJUSTED  
 CK2335  ___________________________________________________________________
 CK2335  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 CK2335  DYNAMIC HT  -           2.583 (meters)       8.47  (feet)  COMP
 CK2335  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 CK2335
 CK2335  VERT ORDER  -  FIRST     CLASS II
 CK2335
 CK2335.The horizontal coordinates were scaled from a topographic map and have
 CK2335.an estimated accuracy of +/- 6 seconds.
 CK2335
 CK2335.The orthometric height was determined by differential leveling
 CK2335.and adjusted by the National Geodetic Survey in September 1998..
 CK2335
 CK2335.This Tidal Bench Mark is designated as VM 17112
 CK2335.by the Center for Operational Oceanographic Products and Services.
 CK2335
 CK2335.The geoid height was determined by GEOID03.
 CK2335
 CK2335.The dynamic height is computed by dividing the NAVD 88
 CK2335.geopotential number by the normal gravity value computed on the
 CK2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2335.degrees latitude (g = 980.6199 gals.).
 CK2335
 CK2335.The modeled gravity was interpolated from observed gravity values.
 CK2335
 CK2335;                    North         East    Units  Estimated Accuracy
 CK2335;SPC SC       -    63,960.      659,850.      MT  (+/- 180 meters Scaled)
 CK2335
 CK2335                          SUPERSEDED SURVEY CONTROL
 CK2335
 CK2335  NAVD 88 (06/15/91)    2.596  (m)            8.52   (f) UNKNOWN     1 2
 CK2335  NGVD 29 (03/21/89)    2.878  (m)            9.44   (f) ADJUSTED    1 2
 CK2335
 CK2335.Superseded values are not recommended for survey control.
 CK2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2335.See file dsdata.txt to determine how the superseded data were derived.
 CK2335
 CK2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR502858(NAD 83)
 CK2335_MARKER: DJ = TIDAL STATION DISK
 CK2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2335_SP_SET: CONCRETE POST
 CK2335_STAMPING: NO 4 1974
 CK2335_MARK LOGO: NOS   
 CK2335_PROJECTION: FLUSH
 CK2335_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2335+STABILITY: SURFACE MOTION
 CK2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2335+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 CK2335
 CK2335  HISTORY     - Date     Condition        Report By
 CK2335  HISTORY     - 1974     MONUMENTED       NOS
 CK2335  HISTORY     - 1982     GOOD             SCGS
 CK2335  HISTORY     - 1988     GOOD             USPSQD
 CK2335  HISTORY     - 19950215 GOOD             SCGS
 CK2335  HISTORY     - 19950327 GOOD             USPSQD
 CK2335  HISTORY     - 20020616 GOOD             USPSQD
 CK2335  HISTORY     - 20060625 GOOD             USPSQD
 CK2335
 CK2335                          STATION DESCRIPTION
 CK2335
 CK2335'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2335'11.4 KM (7.1 MI) EAST FROM FROGMORE.
 CK2335'11.4 KILOMETERS (7.1 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2335'OFFICE IN FROGMORE, SET ON THE RIGHT SIDE OF THE HIGHWAY ACROSS FROM A
 CK2335'BOAT RAMP, ADD 0.8 KILOMETER (0.5 MILE) NORTHWEST ALONG U.S. HIGHWAY
 CK2335'21 FROM THE NORTH END OF A BRIDGE, 8.8 METERS (29.0 FEET) SOUTH OF THE
 CK2335'CENTERLINE OF U.S. HIGHWAY 21, 0.15 METER (0.6 FEET) NORTH OF THE HIGH
 CK2335'WATER LINE.
 CK2335'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 CK2335'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 21.
 CK2335
 CK2335                          STATION RECOVERY (1988)
 CK2335
 CK2335'RECOVERY NOTE BY US POWER SQUADRON 1988 (FCH)
 CK2335'RECOVERED IN GOOD CONDITION.
 CK2335
 CK2335                          STATION RECOVERY (1995)
 CK2335
 CK2335'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2335'STATION IS LOCATED 12.0 MILES (19.3 KM) EAST OF BEAUFORT, ON ST.
 CK2335'HELENA ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 CK2335'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK2335'FROM THE JUNCTION OF U.S.  HIGHWAY 21, STATE HIGHWAY 802 (LADYS ISLAND
 CK2335'DRIVE) AND U.S.  HIGHWAY 21 BUSINESS (SEA ISLAND PARKWAY) ON LADYS
 CK2335'ISLAND, 1.6 MILES (2.6 KM) SOUTHEAST OF BEAUFORT, GO SOUTHEAST ON
 CK2335'HIGHWAY 21 FOR 9.75 MILES (15.69 KM) TO THE JUNCTION OF STATE ROAD 77
 CK2335'(COFFIN POINT ROAD AND SEA SIDE ROAD) , CONTINUE ON HIGHWAY 21 FOR
 CK2335'1.65 MILES (2.66 KM) TO A SAND ROAD RIGHT (COUNTY LANDING) , CONTINUE
 CK2335'ON HIGHWAY 21 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT.
 CK2335'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2
 CK2335'CM) BELOW THE HIGHWAY, 28.3 FEET (8.6 M) SOUTH SOUTHWEST OF THE CENTER
 CK2335'OF THE HIGHWAY, 22.8 FEET (6.9 M) NORTHWEST OF A 0.6-FOOT SWEETBAY
 CK2335'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 2.4 FEET (0.7 M) WEST
 CK2335'NORTHWEST OF A WITNESS POST, 1.8 FEET (0.5 M) NORTH NORTHEAST OF A
 CK2335'WITNESS POST.  RECOVERED BY R.W. ROBERTS.
 CK2335
 CK2335                          STATION RECOVERY (1995)
 CK2335
 CK2335'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2335'RECOVERED IN GOOD CONDITION.
 CK2335
 CK2335                          STATION RECOVERY (2002)
 CK2335
 CK2335'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2335'RECOVERED IN GOOD CONDITION.
 CK2335
 CK2335                          STATION RECOVERY (2006)
 CK2335
 CK2335'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2336 ***********************************************************************
 CK2336  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2336  DESIGNATION -  866 8146 TIDAL 5
 CK2336  PID         -  CK2336
 CK2336  STATE/COUNTY-  SC/BEAUFORT
 CK2336  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2336
 CK2336                         *CURRENT SURVEY CONTROL
 CK2336  ___________________________________________________________________
 CK2336* NAD 83(2001)-  32 24 27.92065(N)    080 27 47.33586(W)     ADJUSTED  
 CK2336* NAVD 88     -         2.276  (meters)       7.47   (feet)  ADJUSTED  
 CK2336  ___________________________________________________________________
 CK2336  X           -     893,014.972 (meters)                     COMP
 CK2336  Y           -  -5,315,443.009 (meters)                     COMP
 CK2336  Z           -   3,398,675.457 (meters)                     COMP
 CK2336  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CK2336  ELLIP HEIGHT-         -29.66  (meters)          (06/28/04) GPS OBS
 CK2336  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 CK2336  DYNAMIC HT  -           2.273 (meters)       7.46  (feet)  COMP
 CK2336  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 CK2336
 CK2336  HORZ ORDER  -  FIRST
 CK2336  VERT ORDER  -  FIRST     CLASS II
 CK2336  ELLP ORDER  -  FOURTH    CLASS I
 CK2336
 CK2336.The horizontal coordinates were established by GPS observations
 CK2336.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in June 2004..
 CK2336
 CK2336.The orthometric height was determined by differential leveling
 CK2336.and adjusted by the National Geodetic Survey in September 1998..
 CK2336
 CK2336.This Tidal Bench Mark is designated as VM 17113
 CK2336.by the Center for Operational Oceanographic Products and Services.
 CK2336
 CK2336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2336
 CK2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2336
 CK2336.The ellipsoidal height was determined by GPS observations
 CK2336.and is referenced to NAD 83.
 CK2336
 CK2336.The geoid height was determined by GEOID03.
 CK2336
 CK2336.The dynamic height is computed by dividing the NAVD 88
 CK2336.geopotential number by the normal gravity value computed on the
 CK2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2336.degrees latitude (g = 980.6199 gals.).
 CK2336
 CK2336.The modeled gravity was interpolated from observed gravity values.
 CK2336
 CK2336;                    North         East     Units Scale Factor Converg.
 CK2336;SPC SC       -    63,838.403   660,104.443   MT  1.00003376   +0 17 51.5
 CK2336;SPC SC       -   209,443.58  2,165,696.99   iFT  1.00003376   +0 17 51.5
 CK2336;UTM  17      - 3,585,760.555   550,483.081   MT  0.99963143   +0 17 15.8
 CK2336
 CK2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2336!SPC SC       -   1.00000466  x   1.00003376  =   1.00003842
 CK2336!UTM  17      -   1.00000466  x   0.99963143  =   0.99963609
 CK2336
 CK2336:                Primary Azimuth Mark                     Grid Az
 CK2336:SPC SC       -  7 235                                    111 36 01.2
 CK2336:UTM  17      -  7 235                                    111 36 36.9
 CK2336
 CK2336|---------------------------------------------------------------------|
 CK2336| PID    Reference Object                     Distance      Geod. Az  |
 CK2336|                                                           dddmmss.s |
 CK2336| CK4349 7 235                               469.770 METERS 1115352.7 |
 CK2336|---------------------------------------------------------------------|
 CK2336
 CK2336                          SUPERSEDED SURVEY CONTROL
 CK2336
 CK2336  NAD 83(1986)-  32 24 27.93171(N)    080 27 47.34327(W) AD(       ) 1
 CK2336  NAD 83(2001)-  32 24 27.92103(N)    080 27 47.33588(W) AD(       ) 1
 CK2336  NAD 83(1995)-  32 24 27.92075(N)    080 27 47.33593(W) AD(       ) 1
 CK2336  ELLIP H (12/20/99)  -29.65   (m)                       GP(       ) 4 1
 CK2336  NAD 83(1986)-  32 24 27.93235(N)    080 27 47.34439(W) AD(       ) 1
 CK2336  NAD 27      -  32 24 27.23445(N)    080 27 47.94553(W) AD(       ) 1
 CK2336  NAVD 88 (06/15/91)    2.283  (m)            7.49   (f) UNKNOWN     1 2
 CK2336  NGVD 29 (03/21/89)    2.565  (m)            8.42   (f) ADJUSTED    1 2
 CK2336
 CK2336.Superseded values are not recommended for survey control.
 CK2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2336.See file dsdata.txt to determine how the superseded data were derived.
 CK2336
 CK2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR5048385761(NAD 83)
 CK2336_MARKER: DJ = TIDAL STATION DISK
 CK2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2336_SP_SET: CONCRETE POST
 CK2336_STAMPING: NO 5 1974
 CK2336_MARK LOGO: SCGS  
 CK2336_PROJECTION: FLUSH
 CK2336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2336+STABILITY: SURFACE MOTION
 CK2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2336+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 CK2336
 CK2336  HISTORY     - Date     Condition        Report By
 CK2336  HISTORY     - 1985     MONUMENTED       NOS
 CK2336  HISTORY     - 1982     GOOD             SCGS
 CK2336  HISTORY     - 19870209 GOOD
 CK2336  HISTORY     - 1988     GOOD             USPSQD
 CK2336  HISTORY     - 19881024 GOOD             SC-013
 CK2336  HISTORY     - 19950215 GOOD             SCGS
 CK2336  HISTORY     - 19950327 GOOD             USPSQD
 CK2336  HISTORY     - 20020616 GOOD             USPSQD
 CK2336  HISTORY     - 20030429 GOOD             SCGS
 CK2336  HISTORY     - 20040317 GOOD             GREOMA
 CK2336  HISTORY     - 20060625 GOOD             USPSQD
 CK2336
 CK2336                          STATION DESCRIPTION
 CK2336
 CK2336'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (GRH)
 CK2336'THE STATION IS LOCATED 10.5 KM (6.5 MI) EAST OF FROGMORE, 0.5 KM
 CK2336'(0.3 MI) WEST OF THE WEST END OF THE HIGHWAY 21 BRIDGE OVER HARBOR
 CK2336'CREEK, ON THE RIGHT-OF-WAY OF US HIGHWAY 21.  OWNERSHIP--SOUTH
 CK2336'CAROLINA DEPARTMENT OF HIGHWAYS.
 CK2336'
 CK2336'TO REACH FROM THE JUNCTION OF HIGHWAY 21 AND S-7-45 (JUST EAST OF
 CK2336'THE FROGMORE POST OFFICE), GO EAST ON HIGHWAY 21 FOR 8.3 KM (5.15
 CK2336'MI) TO A SLANTED PAVED CROSSROAD (S-7-77).  CONTINUE AHEAD FOR 3.2
 CK2336'KM (2.0 MI) TO THE STATION ON THE RIGHT.
 CK2336'
 CK2336'STATION MARK IS A NOS TIDAL BENCH MARK DISK STAMPED---NO 5 1974---,
 CK2336'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 CK2336'IS ACROSS THE HIGHWAY FROM THE LARGEST TREE ALONG THE HIGHWAY, 0.5
 CK2336'METER LOWER THAN THE HIGHWAY, 9.7 METERS SOUTH OF THE HIGHWAY
 CK2336'CENTER, 0.7 METER NORTH OF A METAL WITNESS POST, AND 2.0 METERS
 CK2336'NORTH OF A 15-CM POST 2 METERS HIGH.
 CK2336'
 CK2336'THIS STATION IS INTERVISIBLE WITH 7 235.  STATION WAS OCCUPIED BY
 CK2336'GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK2336
 CK2336                          STATION RECOVERY (1982)
 CK2336
 CK2336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2336'11.7 KM (7.3 MI) EAST FROM FROGMORE.
 CK2336'11.7 KILOMETERS (7.3 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2336'OFFICE IN FROGMORE, SET ON THE RIGHT SIDE OF THE HIGHWAY NEAR A
 CK2336'TELEPHONE JUNCTION BOX, 0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG U.S.
 CK2336'HIGHWAY 21 FROM THE NORTH END OF A BRIDGE, 10.1 METERS (33.0 FEET)
 CK2336'SOUTH-SOUTHWEST OF THE CENTERLINE U.S. HIGHWAY 21, 2.0 METERS (6.5
 CK2336'FEET) NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX.
 CK2336'THE MARK IS 0.70 METERS  NNE FROM A WITNESS POST.
 CK2336'THE MARK IS 0.60 M BELOW U.S. HIGHWAY 21.
 CK2336
 CK2336                          STATION RECOVERY (1987)
 CK2336
 CK2336'RECOVERED 1987
 CK2336'RECOVERED IN GOOD CONDITION.
 CK2336
 CK2336                          STATION RECOVERY (1988)
 CK2336
 CK2336'RECOVERY NOTE BY US POWER SQUADRON 1988 (FCH)
 CK2336'RECOVERED IN GOOD CONDITION.
 CK2336
 CK2336                          STATION RECOVERY (1988)
 CK2336
 CK2336'RECOVERY NOTE BY BEAUFORT COUNTY SOUTH CAROLINA 1988
 CK2336'RECOVERED IN GOOD CONDITION.
 CK2336
 CK2336                          STATION RECOVERY (1995)
 CK2336
 CK2336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2336'STATION IS LOCATED 12.2 MILES (19.6 KM) EAST OF BEAUFORT, ON ST.
 CK2336'HELENA ISLAND.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.
 CK2336'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK2336'FROM THE JUNCTION OF U.S.  HIGHWAY 21, STATE HIGHWAY 802 (LADYS ISLAND
 CK2336'DRIVE) AND U.S.  HIGHWAY 21 BUSINESS (SEA ISLAND PARKWAY) ON LADYS
 CK2336'ISLAND, 1.6 MILES (2.6 KM) SOUTHEAST OF BEAUFORT, GO SOUTHEAST ON
 CK2336'HIGHWAY 21 FOR 9.75 MILES (15.69 KM) TO THE JUNCTION OF STATE ROAD 77
 CK2336'(COFFIN POINT ROAD AND SEA SIDE ROAD) , CONTINUE ON HIGHWAY 21 FOR
 CK2336'1.65 MILES (2.66 KM) TO A SAND ROAD RIGHT (COUNTY LANDING) , CONTINUE
 CK2336'ON HIGHWAY 21 FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT.
 CK2336'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 2.5 FEET
 CK2336'(0.8 M) BELOW THE HIGHWAY, 32.0 FEET (9.8 M) SOUTH SOUTHWEST OF THE
 CK2336'CENTER OF THE HIGHWAY, 70.0 FEET (21.3 M) SOUTHWEST OF A 3.0-FOOT
 CK2336'TRIPLE TRUNK SWEETBAY TREE, 6.2 FEET (1.9 M) NORTH NORTHEAST OF A
 CK2336'5.O-FOOT TALL POST WITH A NGS WITNESS POST ATTACHED, 2.2 FEET (0.7 M)
 CK2336'NORTH NORTHEAST OF A WITNESS POST. RECOVERED BY R.W.  ROBERTS.
 CK2336
 CK2336                          STATION RECOVERY (1995)
 CK2336
 CK2336'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2336'RECOVERED IN GOOD CONDITION.
 CK2336
 CK2336                          STATION RECOVERY (2002)
 CK2336
 CK2336'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2336'RECOVERED IN GOOD CONDITION.
 CK2336
 CK2336                          STATION RECOVERY (2003)
 CK2336
 CK2336'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2336'STATION IS LOCATED 12.2 MILES EAST OF BEAUFORT. OWNERSHIP--SCDOT,
 CK2336'DIRECTOR OF  PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2336'803-737-1350. TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 21
 CK2336'(SEA ISLAND PARKWAY)  AND STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 1.65
 CK2336'MILES SOUTHEAST OF BEAUFORT, GO  SOUTHEAST ON HIGHWAY 21 FOR 4.7 MILES
 CK2336'TO THE JUNCTION OF STATE ROAD 45 (M.L.  KING JR. DRIVE), CONTINUE ON
 CK2336'HIGHWAY 21 FOR 5.1 MILES TO THE JUNCTION OF STATE ROAD 77  (COFFINS
 CK2336'POINT ROAD LEFT AND SEASIDE ROAD RIGHT), CONTINUE ON HIGHWAY 21 FOR
 CK2336'1.95  MILES TO THE STATION ON THE RIGHT NEAR A MANGROVE TREE IN AN
 CK2336'OPEN AREA NEAR THE  EDGE OF THE MARSH. STATION IS A CONCRETE POST
 CK2336'FLUSH WITH THE GROUND AND 2.0 FEET BELOW THE HIGHWAY, 32.1  FEET SOUTH
 CK2336'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 6.3 FEET NORTH NORTHEAST OF A
 CK2336'5.0-FOOT TALL CREOSOTE POST WITH A METAL NGS WITNESS SIGN ATTACHED,
 CK2336'1.9 FEET  NORTH NORTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
 CK2336
 CK2336                          STATION RECOVERY (2004)
 CK2336
 CK2336'RECOVERY NOTE BY GREENHORNE-OMARA 2004 (TDT)
 CK2336'RECOVERED IN GOOD CONDITION.
 CK2336
 CK2336                          STATION RECOVERY (2006)
 CK2336
 CK2336'RECOVERY NOTE BY US POWER SQUADRON 2006 (HWP)
 CK2336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2281 ***********************************************************************
 CK2281  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2281  DESIGNATION -  866 8155 A TIDAL
 CK2281  PID         -  CK2281
 CK2281  STATE/COUNTY-  SC/BEAUFORT
 CK2281  USGS QUAD   -  BEAUFORT (1998)
 CK2281
 CK2281                         *CURRENT SURVEY CONTROL
 CK2281  ___________________________________________________________________
 CK2281* NAD 83(1986)-  32 24 07.     (N)    080 39 14.     (W)     SCALED    
 CK2281* NAVD 88     -         1.516  (meters)       4.97   (feet)  ADJUSTED  
 CK2281  ___________________________________________________________________
 CK2281  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2281  DYNAMIC HT  -           1.514 (meters)       4.97  (feet)  COMP
 CK2281  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CK2281
 CK2281  VERT ORDER  -  FIRST     CLASS II
 CK2281
 CK2281.The horizontal coordinates were scaled from a topographic map and have
 CK2281.an estimated accuracy of +/- 6 seconds.
 CK2281
 CK2281.The orthometric height was determined by differential leveling
 CK2281.and adjusted by the National Geodetic Survey in June 1991..
 CK2281
 CK2281.This Tidal Bench Mark is designated as VM 4464
 CK2281.by the Center for Operational Oceanographic Products and Services.
 CK2281
 CK2281.The geoid height was determined by GEOID03.
 CK2281
 CK2281.The dynamic height is computed by dividing the NAVD 88
 CK2281.geopotential number by the normal gravity value computed on the
 CK2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2281.degrees latitude (g = 980.6199 gals.).
 CK2281
 CK2281.The modeled gravity was interpolated from observed gravity values.
 CK2281
 CK2281;                    North         East    Units  Estimated Accuracy
 CK2281;SPC SC       -    63,120.      642,160.      MT  (+/- 180 meters Scaled)
 CK2281
 CK2281                          SUPERSEDED SURVEY CONTROL
 CK2281
 CK2281  NGVD 29 (03/21/89)    1.797  (m)            5.90   (f) ADJUSTED    1 2
 CK2281
 CK2281.Superseded values are not recommended for survey control.
 CK2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2281.See file dsdata.txt to determine how the superseded data were derived.
 CK2281
 CK2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR325850(NAD 83)
 CK2281_MARKER: DJ = TIDAL STATION DISK
 CK2281_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2281_SP_SET: STAINLESS STEEL ROD
 CK2281_STAMPING: 8155 A 1979
 CK2281_MARK LOGO: NOS   
 CK2281_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2281_ROD/PIPE-DEPTH: 7.30 meters
 CK2281
 CK2281  HISTORY     - Date     Condition        Report By
 CK2281  HISTORY     - 1979     MONUMENTED       NOS
 CK2281  HISTORY     - 1982     GOOD             SCGS
 CK2281  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2281  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2281
 CK2281                          STATION DESCRIPTION
 CK2281
 CK2281'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2281'4.0 KM (2.5 MI) SOUTH FROM BEAUFORT.
 CK2281'1.0 KILOMETER (0.6 MILE) WEST ALONG STATE HIGHWAY 802 FROM THE
 CK2281'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 0.2
 CK2281'KILOMETER (0.1 MILE) SOUTHEAST ALONG A SAND ROAD TO A TEE
 CK2281'INTERSECTION, TURN RIGHT FOR 0.4 KILOMETER (0.25 MILE) ALONG SAND ROAD
 CK2281'TO A Y INTERSECTION, TURN RIGHT FOR 0.4 KILOMETER (0.25 MILE) ALONG
 CK2281'SAND ROAD, SET NEAR THE END OF A SMALL WOODEN DOCK, 10.7 METERS (35.0
 CK2281'FEET) NORTHWEST OF THE END OF THE WOODEN DOCK, 10.7 METERS (35.0
 CK2281'FEET)) NORTHEAST OF THE APPROXIMATE CENTER OF A DIRT BOAT RAMP  6.1
 CK2281'METERS (20.0 FEET) SOUTHWEST OF THE EDGE OF THE SWAMP.
 CK2281'THE MARK IS 0.50 METERS  SSW FROM A WITNESS POST.
 CK2281'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2281
 CK2281                          STATION RECOVERY (1990)
 CK2281
 CK2281'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2281'MARK NOT FOUND.
 CK2281
 CK2281                          STATION RECOVERY (2005)
 CK2281
 CK2281'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2282 ***********************************************************************
 CK2282  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2282  DESIGNATION -  866 8155 B TIDAL
 CK2282  PID         -  CK2282
 CK2282  STATE/COUNTY-  SC/BEAUFORT
 CK2282  USGS QUAD   -  BEAUFORT (1998)
 CK2282
 CK2282                         *CURRENT SURVEY CONTROL
 CK2282  ___________________________________________________________________
 CK2282* NAD 83(1986)-  32 24 10.     (N)    080 39 16.     (W)     SCALED    
 CK2282* NAVD 88     -         1.396  (meters)       4.58   (feet)  ADJUSTED  
 CK2282  ___________________________________________________________________
 CK2282  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CK2282  DYNAMIC HT  -           1.394 (meters)       4.57  (feet)  COMP
 CK2282  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 CK2282
 CK2282  VERT ORDER  -  FIRST     CLASS II
 CK2282
 CK2282.The horizontal coordinates were scaled from a topographic map and have
 CK2282.an estimated accuracy of +/- 6 seconds.
 CK2282
 CK2282.The orthometric height was determined by differential leveling
 CK2282.and adjusted by the National Geodetic Survey in June 1991..
 CK2282
 CK2282.This Tidal Bench Mark is designated as VM 4465
 CK2282.by the Center for Operational Oceanographic Products and Services.
 CK2282
 CK2282.The geoid height was determined by GEOID03.
 CK2282
 CK2282.The dynamic height is computed by dividing the NAVD 88
 CK2282.geopotential number by the normal gravity value computed on the
 CK2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2282.degrees latitude (g = 980.6199 gals.).
 CK2282
 CK2282.The modeled gravity was interpolated from observed gravity values.
 CK2282
 CK2282;                    North         East    Units  Estimated Accuracy
 CK2282;SPC SC       -    63,210.      642,110.      MT  (+/- 180 meters Scaled)
 CK2282
 CK2282                          SUPERSEDED SURVEY CONTROL
 CK2282
 CK2282  NGVD 29 (03/21/89)    1.677  (m)            5.50   (f) ADJUSTED    1 2
 CK2282
 CK2282.Superseded values are not recommended for survey control.
 CK2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2282.See file dsdata.txt to determine how the superseded data were derived.
 CK2282
 CK2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR324851(NAD 83)
 CK2282_MARKER: DJ = TIDAL STATION DISK
 CK2282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2282_SP_SET: STAINLESS STEEL ROD
 CK2282_STAMPING: 8155 B 1979
 CK2282_MARK LOGO: NOS   
 CK2282_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2282_ROD/PIPE-DEPTH: 8.20 meters
 CK2282
 CK2282  HISTORY     - Date     Condition        Report By
 CK2282  HISTORY     - 1979     MONUMENTED       NOS
 CK2282  HISTORY     - 1982     GOOD             SCGS
 CK2282  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2282  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2282
 CK2282                          STATION DESCRIPTION
 CK2282
 CK2282'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2282'4.0 KM (2.5 MI) SOUTH FROM BEAUFORT.
 CK2282'1.0 KILOMETER (0.6 MILE) WEST ALONG STATE HIGHWAY 802 FROM THE
 CK2282'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 0.2
 CK2282'KILOMETER (0.1 MILE) SOUTHEAST ALONG A SAND ROAD TO A T INTERSECTION,
 CK2282'TURN RIGHT FOR 0.4 KILOMETER (0.25 MILE) ALONG SAND ROAD TO A Y
 CK2282'INTERSECTION, TURN RIGHT FOR 0.4 KILOMETER (0.25 MILE) ALONG SAND
 CK2282'ROAD, SET NEAR THE EDGE OF THE SWAMP AT THE END OF THE ROAD WHERE THE
 CK2282'POWER LINES CROSS, 57.9 METERS (191.0 FEET) SOUTHEAST OF 866 8155 F
 CK2282'TIDAL, 12.7 METERS (41.7 FEET) NORTH OF POWER POLE NUMBER 155796,
 CK2282'14.3 METERS (47.0 FEET) EAST OF THE APPROXIMATE CENTER OF THE MAIN
 CK2282'SAND ROAD.
 CK2282'THE MARK IS 0.70 METERS  ESE FROM A WITNESS POST.
 CK2282'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2282
 CK2282                          STATION RECOVERY (1990)
 CK2282
 CK2282'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2282'MARK NOT FOUND.
 CK2282
 CK2282                          STATION RECOVERY (2005)
 CK2282
 CK2282'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2280 ***********************************************************************
 CK2280  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2280  DESIGNATION -  866 8155 D TIDAL
 CK2280  PID         -  CK2280
 CK2280  STATE/COUNTY-  SC/BEAUFORT
 CK2280  USGS QUAD   -  BEAUFORT (1998)
 CK2280
 CK2280                         *CURRENT SURVEY CONTROL
 CK2280  ___________________________________________________________________
 CK2280* NAD 83(1986)-  32 24 15.     (N)    080 39 18.     (W)     SCALED    
 CK2280* NAVD 88     -         2.066  (meters)       6.78   (feet)  ADJUSTED  
 CK2280  ___________________________________________________________________
 CK2280  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2280  DYNAMIC HT  -           2.063 (meters)       6.77  (feet)  COMP
 CK2280  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CK2280
 CK2280  VERT ORDER  -  FIRST     CLASS II
 CK2280
 CK2280.The horizontal coordinates were scaled from a topographic map and have
 CK2280.an estimated accuracy of +/- 6 seconds.
 CK2280
 CK2280.The orthometric height was determined by differential leveling
 CK2280.and adjusted by the National Geodetic Survey in June 1991..
 CK2280
 CK2280.This Tidal Bench Mark is designated as VM 4466
 CK2280.by the Center for Operational Oceanographic Products and Services.
 CK2280
 CK2280.The geoid height was determined by GEOID03.
 CK2280
 CK2280.The dynamic height is computed by dividing the NAVD 88
 CK2280.geopotential number by the normal gravity value computed on the
 CK2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2280.degrees latitude (g = 980.6199 gals.).
 CK2280
 CK2280.The modeled gravity was interpolated from observed gravity values.
 CK2280
 CK2280;                    North         East    Units  Estimated Accuracy
 CK2280;SPC SC       -    63,360.      642,060.      MT  (+/- 180 meters Scaled)
 CK2280
 CK2280                          SUPERSEDED SURVEY CONTROL
 CK2280
 CK2280  NGVD 29 (03/21/89)    2.347  (m)            7.70   (f) ADJUSTED    1 2
 CK2280
 CK2280.Superseded values are not recommended for survey control.
 CK2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2280.See file dsdata.txt to determine how the superseded data were derived.
 CK2280
 CK2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR324852(NAD 83)
 CK2280_MARKER: DJ = TIDAL STATION DISK
 CK2280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2280_SP_SET: STAINLESS STEEL ROD
 CK2280_STAMPING: 8155 D 1979
 CK2280_MARK LOGO: NOS   
 CK2280_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2280_ROD/PIPE-DEPTH: 8.20 meters
 CK2280
 CK2280  HISTORY     - Date     Condition        Report By
 CK2280  HISTORY     - 1979     MONUMENTED       NOS
 CK2280  HISTORY     - 1982     GOOD             SCGS
 CK2280  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2280  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2280
 CK2280                          STATION DESCRIPTION
 CK2280
 CK2280'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2280'4.0 KM (2.5 MI) SOUTH FROM BEAUFORT.
 CK2280'1.0 KILOMETER (0.6 MILE) WEST ALONG STATE HIGHWAY 802 FROM THE
 CK2280'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 0.2
 CK2280'KILOMETER (0.1 MILE) SOUTHEAST ALONG A SAND ROAD TO A TEE
 CK2280'INTERSECTION, TURN RIGHT FOR 0.4 KILOMETER (0.25 MILE) ALONG SAND ROAD
 CK2280'TO A Y INTERSECTION, TURN RIGHT FOR 0.4 KILOMETERS (0.25 MILE) ALONG
 CK2280'SAND ROAD, SET ON THE SOUTH SIDE OF THE DIRT ROAD NEAR A 9-INCH BLAZED
 CK2280'PINE TREE, 68.7 METERS (225.5 FEET) NORTH OF 866 8155 F TIDAL, 3.7
 CK2280'METERS (12.6 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 CK2280'DIRT ROAD, 2.7 METERS (9.0 FEET) NORTH-NORTHWEST OF A 9-INCH BLAZED
 CK2280'PINE TREE.
 CK2280'THE MARK IS 0.50 METERS  SW FROM A WITNESS POST.
 CK2280'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2280
 CK2280                          STATION RECOVERY (1990)
 CK2280
 CK2280'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2280'MARK NOT FOUND.
 CK2280
 CK2280                          STATION RECOVERY (2005)
 CK2280
 CK2280'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2283 ***********************************************************************
 CK2283  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2283  DESIGNATION -  866 8155 F TIDAL
 CK2283  PID         -  CK2283
 CK2283  STATE/COUNTY-  SC/BEAUFORT
 CK2283  USGS QUAD   -  BEAUFORT (1998)
 CK2283
 CK2283                         *CURRENT SURVEY CONTROL
 CK2283  ___________________________________________________________________
 CK2283* NAD 83(1986)-  32 24 13.     (N)    080 39 17.     (W)     SCALED    
 CK2283* NAVD 88     -         1.756  (meters)       5.76   (feet)  ADJUSTED  
 CK2283  ___________________________________________________________________
 CK2283  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CK2283  DYNAMIC HT  -           1.754 (meters)       5.75  (feet)  COMP
 CK2283  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 CK2283
 CK2283  VERT ORDER  -  FIRST     CLASS II
 CK2283
 CK2283.The horizontal coordinates were scaled from a topographic map and have
 CK2283.an estimated accuracy of +/- 6 seconds.
 CK2283
 CK2283.The orthometric height was determined by differential leveling
 CK2283.and adjusted by the National Geodetic Survey in June 1991..
 CK2283
 CK2283.This Tidal Bench Mark is designated as VM 4467
 CK2283.by the Center for Operational Oceanographic Products and Services.
 CK2283
 CK2283.The geoid height was determined by GEOID03.
 CK2283
 CK2283.The dynamic height is computed by dividing the NAVD 88
 CK2283.geopotential number by the normal gravity value computed on the
 CK2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2283.degrees latitude (g = 980.6199 gals.).
 CK2283
 CK2283.The modeled gravity was interpolated from observed gravity values.
 CK2283
 CK2283;                    North         East    Units  Estimated Accuracy
 CK2283;SPC SC       -    63,300.      642,080.      MT  (+/- 180 meters Scaled)
 CK2283
 CK2283                          SUPERSEDED SURVEY CONTROL
 CK2283
 CK2283  NGVD 29 (03/21/89)    2.038  (m)            6.69   (f) ADJUSTED    1 2
 CK2283
 CK2283.Superseded values are not recommended for survey control.
 CK2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2283.See file dsdata.txt to determine how the superseded data were derived.
 CK2283
 CK2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR324852(NAD 83)
 CK2283_MARKER: DJ = TIDAL STATION DISK
 CK2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2283_SP_SET: CONCRETE POST
 CK2283_STAMPING: 8155 F 1981
 CK2283_MARK LOGO: NOS   
 CK2283_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2283+STABILITY: SURFACE MOTION
 CK2283
 CK2283  HISTORY     - Date     Condition        Report By
 CK2283  HISTORY     - 1981     MONUMENTED       NOS
 CK2283  HISTORY     - 1982     GOOD             SCGS
 CK2283  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2283  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 CK2283
 CK2283                          STATION DESCRIPTION
 CK2283
 CK2283'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2283'4.0 KM (2.5 MI) SOUTH FROM BEAUFORT.
 CK2283'1.0 KILOMETER (0.6 MILE) WEST ALONG STATE HIGHWAY 802 FROM THE
 CK2283'JUNCTION OF U.S. HIGHWAY 21 JUST SOUTHEAST OF BEAUFORT, THENCE 0.2
 CK2283'KILOMETER (0.1 MILE) SOUTHEAST ALONG A SAND ROAD TO A TEE JUNCTION,
 CK2283'TURN RIGHT FOR 0.4 KILOMETER (0.25 MILE) ALONG SAND ROAD TO A Y
 CK2283'INTERSECTION, TURN RIGHT FOR 0.4 KILOMETER (0.25 MILE) ALONG SAND
 CK2283'ROAD, SET ON THE SOUTH SIDE OF THE ROAD NEAR A 24-INCH OAK TREE, 68.7
 CK2283'METERS (225.5 FEET) SOUTH OF 866 8155 D TIDAL, 58.2 METERS (191.0
 CK2283'FEET) NORTHWEST OF 866 8155 B TIDAL, 5.8 METERS (19.4 FEET) SOUTHWEST
 CK2283'OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 4.3 METERS (14.5 FEET)
 CK2283'SOUTH OF A 24-INCH LONE OAK TREE.
 CK2283'THE MARK IS 1.10 METERS  ENE FROM A WITNESS POST.
 CK2283'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2283
 CK2283                          STATION RECOVERY (1990)
 CK2283
 CK2283'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2283'MARK NOT FOUND.
 CK2283
 CK2283                          STATION RECOVERY (2005)
 CK2283
 CK2283'RECOVERY NOTE BY US POWER SQUADRON 2005
 CK2283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2294 ***********************************************************************
 CK2294  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2294  DESIGNATION -  866 8173 A TIDAL
 CK2294  PID         -  CK2294
 CK2294  STATE/COUNTY-  SC/BEAUFORT
 CK2294  USGS QUAD   -  FROGMORE (1956)
 CK2294
 CK2294                         *CURRENT SURVEY CONTROL
 CK2294  ___________________________________________________________________
 CK2294* NAD 83(1986)-  32 23 53.     (N)    080 36 54.     (W)     SCALED    
 CK2294* NAVD 88     -         2.768  (meters)       9.08   (feet)  ADJUSTED  
 CK2294  ___________________________________________________________________
 CK2294  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2294  DYNAMIC HT  -           2.765 (meters)       9.07  (feet)  COMP
 CK2294  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CK2294
 CK2294  VERT ORDER  -  FIRST     CLASS II
 CK2294
 CK2294.The horizontal coordinates were scaled from a topographic map and have
 CK2294.an estimated accuracy of +/- 6 seconds.
 CK2294
 CK2294.The orthometric height was determined by differential leveling
 CK2294.and adjusted by the National Geodetic Survey in June 1991..
 CK2294
 CK2294.This Tidal Bench Mark is designated as VM 4469
 CK2294.by the Center for Operational Oceanographic Products and Services.
 CK2294
 CK2294.The geoid height was determined by GEOID03.
 CK2294
 CK2294.The dynamic height is computed by dividing the NAVD 88
 CK2294.geopotential number by the normal gravity value computed on the
 CK2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2294.degrees latitude (g = 980.6199 gals.).
 CK2294
 CK2294.The modeled gravity was interpolated from observed gravity values.
 CK2294
 CK2294;                    North         East    Units  Estimated Accuracy
 CK2294;SPC SC       -    62,700.      645,820.      MT  (+/- 180 meters Scaled)
 CK2294
 CK2294                          SUPERSEDED SURVEY CONTROL
 CK2294
 CK2294  NGVD 29 (03/21/89)    3.050  (m)           10.01   (f) ADJUSTED    1 2
 CK2294
 CK2294.Superseded values are not recommended for survey control.
 CK2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2294.See file dsdata.txt to determine how the superseded data were derived.
 CK2294
 CK2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR362846(NAD 83)
 CK2294_MARKER: DJ = TIDAL STATION DISK
 CK2294_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2294_SP_SET: BRIDGE
 CK2294_STAMPING: 8173 A 1980
 CK2294_MARK LOGO: NOS   
 CK2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2294+STABILITY: SURFACE MOTION
 CK2294
 CK2294  HISTORY     - Date     Condition        Report By
 CK2294  HISTORY     - 1980     MONUMENTED       NOS
 CK2294  HISTORY     - 1982     GOOD             SCGS
 CK2294  HISTORY     - 1990     GOOD             USPSQD
 CK2294  HISTORY     - 19980620 GOOD             USPSQD
 CK2294
 CK2294                          STATION DESCRIPTION
 CK2294
 CK2294'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2294'3.6 KM (2.25 MI) WEST FROM FROGMORE.
 CK2294'3.6 KILOMETERS (2.25 MILES) WEST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2294'OFFICE IN FROGMORE, SET IN THE NORTHEAST CORNER OF THE BRIDGE CROSSING
 CK2294'CHOWEN CREEK.
 CK2294'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 21.
 CK2294
 CK2294                          STATION RECOVERY (1990)
 CK2294
 CK2294'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2294'RECOVERED IN GOOD CONDITION.
 CK2294
 CK2294                          STATION RECOVERY (1998)
 CK2294
 CK2294'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2293 ***********************************************************************
 CK2293  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2293  DESIGNATION -  866 8173 B TIDAL
 CK2293  PID         -  CK2293
 CK2293  STATE/COUNTY-  SC/BEAUFORT
 CK2293  USGS QUAD   -  FROGMORE (1956)
 CK2293
 CK2293                         *CURRENT SURVEY CONTROL
 CK2293  ___________________________________________________________________
 CK2293* NAD 83(2001)-  32 23 52.31425(N)    080 36 56.34435(W)     ADJUSTED  
 CK2293* NAVD 88     -         2.770  (meters)       9.09   (feet)  ADJUSTED  
 CK2293  ___________________________________________________________________
 CK2293  X           -     878,959.810 (meters)                     COMP
 CK2293  Y           -  -5,318,381.541 (meters)                     COMP
 CK2293  Z           -   3,397,749.789 (meters)                     COMP
 CK2293  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 CK2293  ELLIP HEIGHT-         -28.97  (meters)          (12/20/99) GPS OBS
 CK2293  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2293  DYNAMIC HT  -           2.767 (meters)       9.08  (feet)  COMP
 CK2293  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 CK2293
 CK2293  HORZ ORDER  -  FIRST
 CK2293  VERT ORDER  -  FIRST     CLASS II
 CK2293  ELLP ORDER  -  FOURTH    CLASS I
 CK2293
 CK2293.The horizontal coordinates were established by GPS observations
 CK2293.and adjusted by the National Geodetic Survey in March 2004..
 CK2293
 CK2293.The orthometric height was determined by differential leveling
 CK2293.and adjusted by the National Geodetic Survey in June 1991..
 CK2293
 CK2293.This Tidal Bench Mark is designated as VM 4470
 CK2293.by the Center for Operational Oceanographic Products and Services.
 CK2293
 CK2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2293
 CK2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2293
 CK2293.The ellipsoidal height was determined by GPS observations
 CK2293.and is referenced to NAD 83.
 CK2293
 CK2293.The geoid height was determined by GEOID03.
 CK2293
 CK2293.The dynamic height is computed by dividing the NAVD 88
 CK2293.geopotential number by the normal gravity value computed on the
 CK2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2293.degrees latitude (g = 980.6199 gals.).
 CK2293
 CK2293.The modeled gravity was interpolated from observed gravity values.
 CK2293
 CK2293;                    North         East     Units Scale Factor Converg.
 CK2293;SPC SC       -    62,677.617   645,761.894   MT  1.00003753   +0 12 47.1
 CK2293;SPC SC       -   205,635.23  2,118,641.38   iFT  1.00003753   +0 12 47.1
 CK2293;UTM  17      - 3,584,602.381   536,146.272   MT  0.99961611   +0 12 21.4
 CK2293
 CK2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2293!SPC SC       -   1.00000455  x   1.00003753  =   1.00004208
 CK2293!UTM  17      -   1.00000455  x   0.99961611  =   0.99962066
 CK2293
 CK2293                          SUPERSEDED SURVEY CONTROL
 CK2293
 CK2293  NAD 83(1995)-  32 23 52.31398(N)    080 36 56.34429(W) AD(       ) 1
 CK2293  NAD 83(1986)-  32 23 52.32558(N)    080 36 56.35444(W) AD(       ) 1
 CK2293  NAD 27      -  32 23 51.62910(N)    080 36 56.96518(W) AD(       ) 1
 CK2293  NGVD 29 (03/21/89)    3.051  (m)           10.01   (f) ADJUSTED    1 2
 CK2293
 CK2293.Superseded values are not recommended for survey control.
 CK2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2293.See file dsdata.txt to determine how the superseded data were derived.
 CK2293
 CK2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3614684602(NAD 83)
 CK2293_MARKER: DJ = TIDAL STATION DISK
 CK2293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2293_SP_SET: BRIDGE
 CK2293_STAMPING: 8173 B 1980
 CK2293_MARK LOGO: NOS   
 CK2293_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2293+STABILITY: SURFACE MOTION
 CK2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2293+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1987
 CK2293
 CK2293  HISTORY     - Date     Condition        Report By
 CK2293  HISTORY     - 1985     MONUMENTED       NOS
 CK2293  HISTORY     - 1982     GOOD             SCGS
 CK2293  HISTORY     - 19870206 GOOD
 CK2293  HISTORY     - 1990     GOOD             USPSQD
 CK2293  HISTORY     - 19950326 GOOD             USPSQD
 CK2293  HISTORY     - 19980620 GOOD             USPSQD
 CK2293  HISTORY     - 20030428 MARK NOT FOUND   SCGS
 CK2293
 CK2293                          STATION DESCRIPTION
 CK2293
 CK2293'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (GRH)
 CK2293'THE STATION IS LOCATED 6.5 KM (4.0 MI) SOUTHEAST OF BEAUFORT, 3.7
 CK2293'KM (2.3 MI) WEST OF FROGMORE, IN THE SIDEWALK OF A CONCRETE BRIDGE
 CK2293'OVER COWEN CREEK, ON THE RIGHT-OF-WAY OF US HIGHWAY 21.
 CK2293'OWNERSHIP--SOUTH CAROLINA DEPARMENT OF HIGHWAYS.
 CK2293'
 CK2293'TO REACH FROM THE JUNCTION OF US HIGHWAY 21 AND S-7-45 (JUST EAST
 CK2293'OF THE FROGMORE POST OFFICE), GO WEST ON HIGHWAY 21 FOR 3.82 KM
 CK2293'(2.4 MI) TO THE WEST END OF THE BRIDGE AND THE MARK ON THE LEFT.
 CK2293'
 CK2293'STATION MARK IS A NOS TIDAL BENCH MARK DISK STAMPED---8173 B
 CK2293'1980---, SET FLUSH IN A DRILL HOLE IN THE BRIDGE SIDEWALK AT THE
 CK2293'SOUTHWEST CORNER OF THE BRIDGE.  IT IS 6.2 METERS SOUTH OF THE ROAD
 CK2293'CENTER, 0.9 METER NORTH OF THE BRIDGE RAILING, AND 0.2 METER EAST
 CK2293'OF THE WEST END OF THE SIDEWALK.
 CK2293'
 CK2293'THIS STATION IS INTERVISIBLE WITH SAL 1933 AND STATION 7 725.
 CK2293'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK2293
 CK2293                          STATION RECOVERY (1982)
 CK2293
 CK2293'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2293'3.6 KM (2.25 MI) WEST FROM FROGMORE.
 CK2293'3.6 KILOMETERS (2.25 MILES) WEST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2293'OFFICE IN FROGMORE, SET IN THE SOUTHWEST CORNER OF THE BRIDGE CROSSING
 CK2293'CHOWEN CREEK.
 CK2293'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 21.
 CK2293
 CK2293                          STATION RECOVERY (1987)
 CK2293
 CK2293'RECOVERED 1987
 CK2293'RECOVERED IN GOOD CONDITION.
 CK2293
 CK2293                          STATION RECOVERY (1990)
 CK2293
 CK2293'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2293'RECOVERED IN GOOD CONDITION.
 CK2293
 CK2293                          STATION RECOVERY (1995)
 CK2293
 CK2293'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2293'RECOVERED IN GOOD CONDITION.
 CK2293
 CK2293                          STATION RECOVERY (1998)
 CK2293
 CK2293'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2293'RECOVERED IN GOOD CONDITION.
 CK2293
 CK2293                          STATION RECOVERY (2003)
 CK2293
 CK2293'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2293'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK2293'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK2293'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY BRIDGE
 CK2293'CONSTRUCTION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2292 ***********************************************************************
 CK2292  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2292  DESIGNATION -  866 8173 C TIDAL
 CK2292  PID         -  CK2292
 CK2292  STATE/COUNTY-  SC/BEAUFORT
 CK2292  USGS QUAD   -  FROGMORE (1956)
 CK2292
 CK2292                         *CURRENT SURVEY CONTROL
 CK2292  ___________________________________________________________________
 CK2292* NAD 83(1986)-  32 23 53.     (N)    080 36 58.     (W)     SCALED    
 CK2292* NAVD 88     -         1.763  (meters)       5.78   (feet)  ADJUSTED  
 CK2292  ___________________________________________________________________
 CK2292  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2292  DYNAMIC HT  -           1.761 (meters)       5.78  (feet)  COMP
 CK2292  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CK2292
 CK2292  VERT ORDER  -  FIRST     CLASS II
 CK2292
 CK2292.The horizontal coordinates were scaled from a topographic map and have
 CK2292.an estimated accuracy of +/- 6 seconds.
 CK2292
 CK2292.The orthometric height was determined by differential leveling
 CK2292.and adjusted by the National Geodetic Survey in June 1991..
 CK2292
 CK2292.This Tidal Bench Mark is designated as VM 4471
 CK2292.by the Center for Operational Oceanographic Products and Services.
 CK2292
 CK2292.The geoid height was determined by GEOID03.
 CK2292
 CK2292.The dynamic height is computed by dividing the NAVD 88
 CK2292.geopotential number by the normal gravity value computed on the
 CK2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2292.degrees latitude (g = 980.6199 gals.).
 CK2292
 CK2292.The modeled gravity was interpolated from observed gravity values.
 CK2292
 CK2292;                    North         East    Units  Estimated Accuracy
 CK2292;SPC SC       -    62,700.      645,720.      MT  (+/- 180 meters Scaled)
 CK2292
 CK2292                          SUPERSEDED SURVEY CONTROL
 CK2292
 CK2292  NGVD 29 (03/21/89)    2.045  (m)            6.71   (f) ADJUSTED    1 2
 CK2292
 CK2292.Superseded values are not recommended for survey control.
 CK2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2292.See file dsdata.txt to determine how the superseded data were derived.
 CK2292
 CK2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR361846(NAD 83)
 CK2292_MARKER: DJ = TIDAL STATION DISK
 CK2292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2292_SP_SET: STAINLESS STEEL ROD
 CK2292_STAMPING: 8173 C 1980
 CK2292_MARK LOGO: NOS   
 CK2292_PROJECTION: FLUSH
 CK2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2292_ROD/PIPE-DEPTH: 9.10 meters
 CK2292
 CK2292  HISTORY     - Date     Condition        Report By
 CK2292  HISTORY     - 1980     MONUMENTED       NOS
 CK2292  HISTORY     - 1982     GOOD             SCGS
 CK2292  HISTORY     - 1990     GOOD             USPSQD
 CK2292  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2292  HISTORY     - 19980620 MARK NOT FOUND   USPSQD
 CK2292
 CK2292                          STATION DESCRIPTION
 CK2292
 CK2292'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2292'3.6 KM (2.25 MI) WEST FROM FROGMORE.
 CK2292'3.6 KILOMETERS (2.25 MILES) WEST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2292'OFFICE IN FROGMORE, SET ON THE NORTH SIDE OF U.S. HIGHWAY 21, 50.9
 CK2292'METERS (167.1 FEET) WEST-NORTHWEST OF 866 8173 B TIDAL, 7.9 METERS
 CK2292'(26.0 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 21.
 CK2292'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 21.
 CK2292
 CK2292                          STATION RECOVERY (1990)
 CK2292
 CK2292'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2292'RECOVERED IN GOOD CONDITION.
 CK2292
 CK2292                          STATION RECOVERY (1990)
 CK2292
 CK2292'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2292'MARK NOT FOUND.
 CK2292
 CK2292                          STATION RECOVERY (1998)
 CK2292
 CK2292'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2291 ***********************************************************************
 CK2291  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2291  DESIGNATION -  866 8173 E TIDAL
 CK2291  PID         -  CK2291
 CK2291  STATE/COUNTY-  SC/BEAUFORT
 CK2291  USGS QUAD   -  FROGMORE (1956)
 CK2291
 CK2291                         *CURRENT SURVEY CONTROL
 CK2291  ___________________________________________________________________
 CK2291* NAD 83(1986)-  32 23 53.     (N)    080 37 00.     (W)     SCALED    
 CK2291* NAVD 88     -         1.741  (meters)       5.71   (feet)  ADJUSTED  
 CK2291  ___________________________________________________________________
 CK2291  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2291  DYNAMIC HT  -           1.739 (meters)       5.71  (feet)  COMP
 CK2291  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 CK2291
 CK2291  VERT ORDER  -  FIRST     CLASS II
 CK2291
 CK2291.The horizontal coordinates were scaled from a topographic map and have
 CK2291.an estimated accuracy of +/- 6 seconds.
 CK2291
 CK2291.The orthometric height was determined by differential leveling
 CK2291.and adjusted by the National Geodetic Survey in June 1991..
 CK2291
 CK2291.This Tidal Bench Mark is designated as VM 4473
 CK2291.by the Center for Operational Oceanographic Products and Services.
 CK2291
 CK2291.The geoid height was determined by GEOID03.
 CK2291
 CK2291.The dynamic height is computed by dividing the NAVD 88
 CK2291.geopotential number by the normal gravity value computed on the
 CK2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2291.degrees latitude (g = 980.6199 gals.).
 CK2291
 CK2291.The modeled gravity was interpolated from observed gravity values.
 CK2291
 CK2291;                    North         East    Units  Estimated Accuracy
 CK2291;SPC SC       -    62,700.      645,670.      MT  (+/- 180 meters Scaled)
 CK2291
 CK2291                          SUPERSEDED SURVEY CONTROL
 CK2291
 CK2291  NGVD 29 (03/21/89)    2.023  (m)            6.64   (f) ADJUSTED    1 2
 CK2291
 CK2291.Superseded values are not recommended for survey control.
 CK2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2291.See file dsdata.txt to determine how the superseded data were derived.
 CK2291
 CK2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR360846(NAD 83)
 CK2291_MARKER: DJ = TIDAL STATION DISK
 CK2291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2291_SP_SET: STAINLESS STEEL ROD
 CK2291_STAMPING: 8173 E 1980
 CK2291_MARK LOGO: NOS   
 CK2291_PROJECTION: FLUSH
 CK2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2291_ROD/PIPE-DEPTH: 7.30 meters
 CK2291
 CK2291  HISTORY     - Date     Condition        Report By
 CK2291  HISTORY     - 1980     MONUMENTED       NOS
 CK2291  HISTORY     - 1982     GOOD             SCGS
 CK2291  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2291  HISTORY     - 19980620 MARK NOT FOUND   USPSQD
 CK2291
 CK2291                          STATION DESCRIPTION
 CK2291
 CK2291'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2291'3.6 KM (2.25 MI) WEST FROM FROGMORE.
 CK2291'3.6 KILOMETERS (2.25 MILES) WEST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2291'OFFICE IN FROGMORE, SET ON THE NORTH SIDE OF U.S. HIGHWAY 21, 8.4
 CK2291'METERS (27.9 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 CK2291'21, 4.3 METERS (14.0 FEET) SOUTH-SOUTHWEST OF THE EDGE OF A 3-FOOT
 CK2291'BANK (HIGH TIDE LINE).
 CK2291'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 21.
 CK2291
 CK2291                          STATION RECOVERY (1990)
 CK2291
 CK2291'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2291'MARK NOT FOUND.
 CK2291
 CK2291                          STATION RECOVERY (1998)
 CK2291
 CK2291'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2159 ***********************************************************************
 CK2159  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2159  DESIGNATION -  866 8223 A TIDAL
 CK2159  PID         -  CK2159
 CK2159  STATE/COUNTY-  SC/BEAUFORT
 CK2159  USGS QUAD   -  LAUREL BAY (1962)
 CK2159
 CK2159                         *CURRENT SURVEY CONTROL
 CK2159  ___________________________________________________________________
 CK2159* NAD 83(1986)-  32 23 25.     (N)    080 46 27.     (W)     SCALED    
 CK2159* NAVD 88     -         3.731  (meters)      12.24   (feet)  ADJUSTED  
 CK2159  ___________________________________________________________________
 CK2159  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK2159  DYNAMIC HT  -           3.726 (meters)      12.22  (feet)  COMP
 CK2159  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 CK2159
 CK2159  VERT ORDER  -  FIRST     CLASS II
 CK2159
 CK2159.The horizontal coordinates were scaled from a topographic map and have
 CK2159.an estimated accuracy of +/- 6 seconds.
 CK2159
 CK2159.The orthometric height was determined by differential leveling
 CK2159.and adjusted by the National Geodetic Survey in June 1991..
 CK2159
 CK2159.This Tidal Bench Mark is designated as VM 12096
 CK2159.by the Center for Operational Oceanographic Products and Services.
 CK2159
 CK2159.The geoid height was determined by GEOID03.
 CK2159
 CK2159.The dynamic height is computed by dividing the NAVD 88
 CK2159.geopotential number by the normal gravity value computed on the
 CK2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2159.degrees latitude (g = 980.6199 gals.).
 CK2159
 CK2159.The modeled gravity was interpolated from observed gravity values.
 CK2159
 CK2159;                    North         East    Units  Estimated Accuracy
 CK2159;SPC SC       -    61,790.      630,850.      MT  (+/- 180 meters Scaled)
 CK2159
 CK2159                          SUPERSEDED SURVEY CONTROL
 CK2159
 CK2159  NGVD 29 (03/21/89)    4.014  (m)           13.17   (f) ADJUSTED    1 2
 CK2159
 CK2159.Superseded values are not recommended for survey control.
 CK2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2159.See file dsdata.txt to determine how the superseded data were derived.
 CK2159
 CK2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR212837(NAD 83)
 CK2159_MARKER: DJ = TIDAL STATION DISK
 CK2159_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2159_SP_SET: STAINLESS STEEL ROD
 CK2159_STAMPING: 8223 A 1978
 CK2159_MARK LOGO: NOS   
 CK2159_PROJECTION: FLUSH
 CK2159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2159+STABILITY: POSITION/ELEVATION WELL
 CK2159_ROD/PIPE-DEPTH: 12.8 meters
 CK2159
 CK2159  HISTORY     - Date     Condition        Report By
 CK2159  HISTORY     - 1978     MONUMENTED       NOS
 CK2159  HISTORY     - 1982     GOOD             SCGS
 CK2159  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2159  HISTORY     - 19980310 MARK NOT FOUND   SCGS
 CK2159  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK2159
 CK2159                          STATION DESCRIPTION
 CK2159
 CK2159'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2159'8.2 KM (5.1 MI) SW FROM BURTON.
 CK2159'AT THE NORTHEAST END OF THE BROAD RIVER BRIDGE, SOUTHWEST OF BURTON,
 CK2159'SET 10.9 METERS (35.9 FEET) NORTHEAST OF THE APPROXIMATE CENTER
 CK2159'OF A ROAD TO A BOAT RAMP, 9.9 METERS (32.5 FEET) NORTHWEST OF THE
 CK2159'CENTERLINE OF HIGHWAY 170, 67.3 METERS (221.0 FEET) NORTH NORTHEAST
 CK2159'OF BM F 104 AT THE NORTHEAST CORNER OF THE BRIDGE AND 38.0 METERS
 CK2159'(124.6 FEET) NORTHEAST OF POWERPOLE NO 216811.
 CK2159'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 CK2159
 CK2159                          STATION RECOVERY (1990)
 CK2159
 CK2159'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2159'MARK NOT FOUND.
 CK2159
 CK2159                          STATION RECOVERY (1998)
 CK2159
 CK2159'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2159'NOT RECOVERED, MEASUREMENTS LED TO AN AREA THAT HAS BEEN GRADED AND
 CK2159'RE-DONE, SEARCHED 20 MINUTES WITH NO RESULTS.  RECOVERY BY C.J. STONE.
 CK2159
 CK2159                          STATION RECOVERY (1998)
 CK2159
 CK2159'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2160 ***********************************************************************
 CK2160  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2160  DESIGNATION -  866 8223 B TIDAL
 CK2160  PID         -  CK2160
 CK2160  STATE/COUNTY-  SC/BEAUFORT
 CK2160  USGS QUAD   -  LAUREL BAY (1962)
 CK2160
 CK2160                         *CURRENT SURVEY CONTROL
 CK2160  ___________________________________________________________________
 CK2160* NAD 83(2001)-  32 23 29.04743(N)    080 46 22.83526(W)     ADJUSTED  
 CK2160* NAVD 88     -         3.042  (meters)       9.98   (feet)  ADJUSTED  
 CK2160  ___________________________________________________________________
 CK2160  X           -     864,411.591 (meters)                     COMP
 CK2160  Y           -  -5,321,154.774 (meters)                     COMP
 CK2160  Z           -   3,397,144.808 (meters)                     COMP
 CK2160  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CK2160  ELLIP HEIGHT-         -28.62  (meters)          (02/10/03) GPS OBS
 CK2160  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK2160  DYNAMIC HT  -           3.038 (meters)       9.97  (feet)  COMP
 CK2160  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 CK2160
 CK2160  HORZ ORDER  -  B
 CK2160  VERT ORDER  -  FIRST     CLASS II
 CK2160  ELLP ORDER  -  FOURTH    CLASS II
 CK2160
 CK2160.The horizontal coordinates were established by GPS observations
 CK2160.and adjusted by the National Geodetic Survey in February 2003..
 CK2160
 CK2160.The orthometric height was determined by differential leveling
 CK2160.and adjusted by the National Geodetic Survey in June 1991..
 CK2160
 CK2160.This Tidal Bench Mark is designated as VM 12097
 CK2160.by the Center for Operational Oceanographic Products and Services.
 CK2160
 CK2160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2160
 CK2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2160
 CK2160.The ellipsoidal height was determined by GPS observations
 CK2160.and is referenced to NAD 83.
 CK2160
 CK2160.The geoid height was determined by GEOID03.
 CK2160
 CK2160.The dynamic height is computed by dividing the NAVD 88
 CK2160.geopotential number by the normal gravity value computed on the
 CK2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2160.degrees latitude (g = 980.6199 gals.).
 CK2160
 CK2160.The modeled gravity was interpolated from observed gravity values.
 CK2160
 CK2160;                    North         East     Units Scale Factor Converg.
 CK2160;SPC SC       -    61,917.094   630,958.238   MT  1.00004001   +0 07 33.0
 CK2160;SPC SC       -   203,140.07  2,070,072.96   iFT  1.00004001   +0 07 33.0
 CK2160;UTM  17      - 3,583,843.656   521,348.882   MT  0.99960562   +0 07 17.8
 CK2160
 CK2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2160!SPC SC       -   1.00000449  x   1.00004001  =   1.00004450
 CK2160!UTM  17      -   1.00000449  x   0.99960562  =   0.99961011
 CK2160
 CK2160                          SUPERSEDED SURVEY CONTROL
 CK2160
 CK2160  NAD 83(1995)-  32 23 29.04717(N)    080 46 22.83531(W) AD(       ) B
 CK2160  ELLIP H (08/25/00)  -28.60   (m)                       GP(       ) 2 2
 CK2160  NAD 83(1986)-  32 23 29.05886(N)    080 46 22.84496(W) AD(       ) 1
 CK2160  NAVD 88 (08/25/00)    3.04   (m)           10.0    (f) LEVELING    3  
 CK2160  NGVD 29 (03/21/89)    3.325  (m)           10.91   (f) ADJUSTED    1 2
 CK2160
 CK2160.Superseded values are not recommended for survey control.
 CK2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2160.See file dsdata.txt to determine how the superseded data were derived.
 CK2160
 CK2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2134983844(NAD 83)
 CK2160_MARKER: DJ = TIDAL STATION DISK
 CK2160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2160_SP_SET: STAINLESS STEEL ROD
 CK2160_STAMPING: 8223 B 1978
 CK2160_MARK LOGO: NOS   
 CK2160_PROJECTION: FLUSH
 CK2160_MAGNETIC: I = MARKER IS A STEEL ROD
 CK2160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2160+STABILITY: POSITION/ELEVATION WELL
 CK2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2160+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 CK2160_ROD/PIPE-DEPTH: 12.8 meters
 CK2160
 CK2160  HISTORY     - Date     Condition        Report By
 CK2160  HISTORY     - 1978     MONUMENTED       NOS
 CK2160  HISTORY     - 1982     GOOD             SCGS
 CK2160  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2160  HISTORY     - 19980310 GOOD             SCGS
 CK2160  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK2160  HISTORY     - 20030421 MARK NOT FOUND   SCGS
 CK2160
 CK2160                          STATION DESCRIPTION
 CK2160
 CK2160'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2160'8.0 KM (5.0 MI) SW FROM BURTON.
 CK2160'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE HIGHWAY 170, FROM THE
 CK2160'NORTHEAST END OF THE BROAD RIVER BRIDGE, SOUTHWEST OF BURTON, SET
 CK2160'ON THE SOUTHEAST SIDE OF STATE HIGHWAY 170, 7.3 METERS (24.9 FEET)
 CK2160'SOUTH SOUTHEAST OF THE CENTERLINE OF HIGHWAY 170, 43.5 METERS (142.9
 CK2160'FEET) EAST NORTHEAST OF A SPEED LIMIT 55 SIGN ON THE SOUTHEAST
 CK2160'SIDE OF THE HIGHWAY AND 3.9 METERS (13.0 FEET) SOUTH SOUTHWEST OF
 CK2160'THE SHRUB LINE ALONG THE MARSH.
 CK2160'THE MARK IS 1.40 METERS  N FROM A WITNESS POST.
 CK2160'THE MARK IS 0.60 M BELOW HIGHWAY.
 CK2160
 CK2160                          STATION RECOVERY (1990)
 CK2160
 CK2160'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2160'MARK NOT FOUND.
 CK2160
 CK2160                          STATION RECOVERY (1998)
 CK2160
 CK2160'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2160'STATION IS LOCATED 4.25 MILES (6.84 KM) SOUTHWEST OF BURTON, 6.65
 CK2160'MILES (10.70 KM) WEST SOUTHWEST OF BEAUFORT.  OWNERSHIP--SCDOT,
 CK2160'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK2160'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK2160'HIGHWAYS 802 (SAVANNAH HIGHWAY) AND 170 (ROBERT SMALLS PARKWAY) , 3.7
 CK2160'MILES (6.0 KM) SOUTHWEST OF BURTON, GO SOUTHWEST ON HIGHWAY 170 FOR
 CK2160'0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT IN THE SHOULDER OF THE
 CK2160'ROAD.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 2.0
 CK2160'FEET (0.6 M) BELOW THE HIGHWAY, 25.2 FEET (7.7 M) SOUTH SOUTHEAST OF
 CK2160'THE CENTER OF THE HIGHWAY, 74.3 FEET (22.6 M) SOUTH OF A 1.0-FOOT
 CK2160'CEDAR TREE WITH A SCGS REFERENCE WASHER ATTACHED, 91.2 FEET (27.8 M)
 CK2160'SOUTH SOUTHWEST OF A 2.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 CK2160'ATTACHED, 2.2 FEET (0.7 M) EAST NORTHEAST OF A WITNESS POST. RECOVERED
 CK2160'BY C.J.  STONE.
 CK2160
 CK2160                          STATION RECOVERY (1998)
 CK2160
 CK2160'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2160'MARK NOT FOUND.
 CK2160
 CK2160                          STATION RECOVERY (2003)
 CK2160
 CK2160'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2160'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK2160'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK2160'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY BRIDGE
 CK2160'CONSTRUCTION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2161 ***********************************************************************
 CK2161  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2161  DESIGNATION -  866 8223 C TIDAL
 CK2161  PID         -  CK2161
 CK2161  STATE/COUNTY-  SC/BEAUFORT
 CK2161  USGS QUAD   -  LAUREL BAY (1962)
 CK2161
 CK2161                         *CURRENT SURVEY CONTROL
 CK2161  ___________________________________________________________________
 CK2161* NAD 83(1986)-  32 23 32.     (N)    080 46 16.     (W)     SCALED    
 CK2161* NAVD 88     -         3.242  (meters)      10.64   (feet)  ADJUSTED  
 CK2161  ___________________________________________________________________
 CK2161  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK2161  DYNAMIC HT  -           3.238 (meters)      10.62  (feet)  COMP
 CK2161  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 CK2161
 CK2161  VERT ORDER  -  FIRST     CLASS II
 CK2161
 CK2161.The horizontal coordinates were scaled from a topographic map and have
 CK2161.an estimated accuracy of +/- 6 seconds.
 CK2161
 CK2161.The orthometric height was determined by differential leveling
 CK2161.and adjusted by the National Geodetic Survey in June 1991..
 CK2161
 CK2161.This Tidal Bench Mark is designated as VM 12098
 CK2161.by the Center for Operational Oceanographic Products and Services.
 CK2161
 CK2161.The geoid height was determined by GEOID03.
 CK2161
 CK2161.The dynamic height is computed by dividing the NAVD 88
 CK2161.geopotential number by the normal gravity value computed on the
 CK2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2161.degrees latitude (g = 980.6199 gals.).
 CK2161
 CK2161.The modeled gravity was interpolated from observed gravity values.
 CK2161
 CK2161;                    North         East    Units  Estimated Accuracy
 CK2161;SPC SC       -    62,010.      631,140.      MT  (+/- 180 meters Scaled)
 CK2161
 CK2161                          SUPERSEDED SURVEY CONTROL
 CK2161
 CK2161  NGVD 29 (03/21/89)    3.525  (m)           11.56   (f) ADJUSTED    1 2
 CK2161
 CK2161.Superseded values are not recommended for survey control.
 CK2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2161.See file dsdata.txt to determine how the superseded data were derived.
 CK2161
 CK2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR215839(NAD 83)
 CK2161_MARKER: DJ = TIDAL STATION DISK
 CK2161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2161_SP_SET: STAINLESS STEEL ROD
 CK2161_STAMPING: 8223 C 1978
 CK2161_MARK LOGO: NOS   
 CK2161_PROJECTION: FLUSH
 CK2161_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2161+STABILITY: POSITION/ELEVATION WELL
 CK2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2161+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 CK2161_ROD/PIPE-DEPTH: 7.5  meters
 CK2161
 CK2161  HISTORY     - Date     Condition        Report By
 CK2161  HISTORY     - 1978     MONUMENTED       NOS
 CK2161  HISTORY     - 1982     GOOD             SCGS
 CK2161  HISTORY     - 1990     GOOD             USPSQD
 CK2161  HISTORY     - 19980310 GOOD             SCGS
 CK2161  HISTORY     - 19980619 GOOD             USPSQD
 CK2161
 CK2161                          STATION DESCRIPTION
 CK2161
 CK2161'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2161'7.9 KM (4.9 MI) SW FROM BURTON.
 CK2161'0.5 KILOMETERS (0.3 MILES)NORTHEAST ALONG STATE HIGHWAY 170,
 CK2161'FROM THE NORTHEAST END OF THE BROAD RIVER BRIDGE, JUST SOUTHWEST
 CK2161'OF BURTON, SET IN THE NORTHWEST SHOULDER OF HIGHWAY 170,
 CK2161'7.3 METERS (24.0 FEET) NORTHWEST OF THE CENTERLINE OF HIGHWAY 170,
 CK2161'4.5 METERS (15.0 FEET) SOUTHEAST OF A 12 INCH PINE TREE,
 CK2161'0.9 METERS (2.9 FEET) SOUTHEAST OF THE TOP OF A 20 FOOT DIRT BANK.
 CK2161'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 CK2161'THE MARK IS ABOVE LEVEL WITH HIGHWAY 170.
 CK2161
 CK2161                          STATION RECOVERY (1990)
 CK2161
 CK2161'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2161'RECOVERED IN GOOD CONDITION.
 CK2161
 CK2161                          STATION RECOVERY (1998)
 CK2161
 CK2161'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2161'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTHWEST OF BURTON, 6.5 MILES
 CK2161'(10.5 KM) WEST SOUTHWEST OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2161'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK2161'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK2161'HIGHWAYS 802 (SAVANNAH HIGHWAY) AND 170 (ROBERT SMALLS PARKWAY) , 3.7
 CK2161'MILES (6.0 KM) SOUTHWEST OF BURTON, GO SOUTHWEST ON HIGHWAY 170 FOR
 CK2161'0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT IN THE SHOULDER OF THE
 CK2161'HIGHWAY, NEAR A 2.2-FOOT PINE TREE.  STATION IS A DISK ATTACHED TO A
 CK2161'STAINLESS STEEL ROD RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM)
 CK2161'BELOW THE HIGHWAY, 14.7 FEET (4.5 M) SOUTHEAST OF THE PINE TREE WITH A
 CK2161'SCGS REFERENCE WASHER ATTACHED, 6.3 FEET (1.9 M) SOUTH SOUTHEAST OF A
 CK2161'FIBER OPTIC CABLE WARNING POST, 23.7 FEET (7.2 M) NORTH NORTHWEST OF
 CK2161'THE CENTER OF THE HIGHWAY, 5.2 FEET (1.6 M) SOUTHEAST OF A WITNESS
 CK2161'POST.  RECOVERED BY C.J.  STONE.
 CK2161
 CK2161                          STATION RECOVERY (1998)
 CK2161
 CK2161'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK4353 ***********************************************************************
 CK4353  DESIGNATION -  866 8223 E TIDAL
 CK4353  PID         -  CK4353
 CK4353  STATE/COUNTY-  SC/BEAUFORT
 CK4353  USGS QUAD   -  LAUREL BAY (1962)
 CK4353
 CK4353                         *CURRENT SURVEY CONTROL
 CK4353  ___________________________________________________________________
 CK4353* NAD 83(2001)-  32 23 29.04719(N)    080 46 22.83501(W)     ADJUSTED  
 CK4353* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 CK4353  ___________________________________________________________________
 CK4353  X           -     864,411.606 (meters)                     COMP
 CK4353  Y           -  -5,321,154.827 (meters)                     COMP
 CK4353  Z           -   3,397,144.834 (meters)                     COMP
 CK4353  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CK4353  ELLIP HEIGHT-         -28.56  (meters)          (12/20/99) GPS OBS
 CK4353  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK4353
 CK4353  HORZ ORDER  -  FIRST
 CK4353  ELLP ORDER  -  FOURTH    CLASS I
 CK4353
 CK4353.The horizontal coordinates were established by GPS observations
 CK4353.and adjusted by the National Geodetic Survey in March 2004..
 CK4353
 CK4353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4353
 CK4353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4353
 CK4353.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4353
 CK4353.The ellipsoidal height was determined by GPS observations
 CK4353.and is referenced to NAD 83.
 CK4353
 CK4353.The geoid height was determined by GEOID03.
 CK4353
 CK4353;                    North         East     Units Scale Factor Converg.
 CK4353;SPC SC       -    61,917.087   630,958.245   MT  1.00004001   +0 07 33.0
 CK4353;SPC SC       -   203,140.05  2,070,072.98   iFT  1.00004001   +0 07 33.0
 CK4353;UTM  17      - 3,583,843.649   521,348.889   MT  0.99960562   +0 07 17.8
 CK4353
 CK4353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4353!SPC SC       -   1.00000448  x   1.00004001  =   1.00004449
 CK4353!UTM  17      -   1.00000448  x   0.99960562  =   0.99961010
 CK4353
 CK4353                          SUPERSEDED SURVEY CONTROL
 CK4353
 CK4353  NAD 83(1995)-  32 23 29.04713(N)    080 46 22.83485(W) AD(       ) 1
 CK4353  NAD 83(1986)-  32 23 29.05813(N)    080 46 22.84244(W) AD(       ) 1
 CK4353  NAD 27      -  32 23 28.36280(N)    080 46 23.45540(W) AD(       ) 1
 CK4353  NGVD 29 (10/12/88)    3.3    (m)           11.     (f) GPS OBS        
 CK4353
 CK4353.Superseded values are not recommended for survey control.
 CK4353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4353.See file dsdata.txt to determine how the superseded data were derived.
 CK4353
 CK4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2134983844(NAD 83)
 CK4353_MARKER: DD = SURVEY DISK
 CK4353_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CK4353+WITH SETTING: INFORMATION.
 CK4353_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4353+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1987
 CK4353
 CK4353  HISTORY     - Date     Condition        Report By
 CK4353  HISTORY     - 1985     MONUMENTED       NOS
 CK4353  HISTORY     - 19870203 GOOD
 CK4353  HISTORY     - 19980310 MARK NOT FOUND   SCGS
 CK4353  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 CK4353  HISTORY     - 20030421 MARK NOT FOUND   SCGS
 CK4353
 CK4353                          STATION DESCRIPTION
 CK4353
 CK4353'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (GRH)
 CK4353'THE STATION IS LOCATED 10.5 KM (6.5 MI) WEST-SOUTHWEST OF BEAUFORT,
 CK4353'NEAR
 CK4353'THE NORTHEAST END OF THE HIGHWAY 170 BRIDGE OVER THE BROAD RIVER,
 CK4353'ON A DIRT CAUSEWAY CONNECTING THE BRIDGE WITH PORT ROYAL ISLAND.
 CK4353'OWNERHSIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS.
 CK4353'
 CK4353'TO REACH FROM THE NORTHEAST END OF THE BRIDGE OVER THE BROAD RIVER,
 CK4353'GO NORTHEAST ON STATE HIGHWAY 170 FOR  0.25 KM   (0.15 MI) TO THE
 CK4353'STATION ON THE RIGHT.
 CK4353'
 CK4353'STATION MARK, A NOS TIDAL DISK STAMPED---8223 E 1978---, IS CRIMPED
 CK4353'TO THE TOP OF A METAL ROD INSIDE A PLASTIC SLEEVE.  DISK IS ABOUT 5
 CK4353'CM BELOW GROUND.  IT IS 0.5 METER LOWER THAN THE HIGHWAY, 7.4
 CK4353'METERS SOUTHEAST OF THE ROAD CENTER, AND 1.4 METERS NORTHWEST OF A
 CK4353'METAL WITNESS POST.
 CK4353'
 CK4353'THIS STATION IS INTERVISIBLE WITH PORT 1933 AND STATION 7 214.
 CK4353'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK4353
 CK4353                          STATION RECOVERY (1987)
 CK4353
 CK4353'RECOVERED 1987
 CK4353'RECOVERED IN GOOD CONDITION.
 CK4353
 CK4353                          STATION RECOVERY (1998)
 CK4353
 CK4353'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK4353'NOT RECOVERED, PROBABLY INTACT, NO MEASUREMENT TO CENTER OF THE
 CK4353'HIGHWAY, SEARCHED 20 MINUTES WITH NO RESULTS.  RECOVERY BY C.J. STONE.
 CK4353
 CK4353                          STATION RECOVERY (1998)
 CK4353
 CK4353'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK4353'MARK NOT FOUND.
 CK4353
 CK4353                          STATION RECOVERY (2003)
 CK4353
 CK4353'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK4353'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 CK4353'OF RECEIVING  REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 CK4353'LOCATED THIS STATION WITH NO  RESULTS, PRESUMED DESTROYED BY BRIDGE
 CK4353'CONSTRUCTION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2343 ***********************************************************************
 CK2343  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2343  DESIGNATION -  866 8227 F TIDAL
 CK2343  PID         -  CK2343
 CK2343  STATE/COUNTY-  SC/BEAUFORT
 CK2343  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2343
 CK2343                         *CURRENT SURVEY CONTROL
 CK2343  ___________________________________________________________________
 CK2343* NAD 83(1986)-  32 23 19.     (N)    080 26 17.     (W)     SCALED    
 CK2343* NAVD 88     -         1.680  (meters)       5.51   (feet)  ADJUSTED  
 CK2343  ___________________________________________________________________
 CK2343  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK2343  DYNAMIC HT  -           1.678 (meters)       5.51  (feet)  COMP
 CK2343  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 CK2343
 CK2343  VERT ORDER  -  FIRST     CLASS II
 CK2343
 CK2343.The horizontal coordinates were scaled from a topographic map and have
 CK2343.an estimated accuracy of +/- 6 seconds.
 CK2343
 CK2343.The orthometric height was determined by differential leveling
 CK2343.and adjusted by the National Geodetic Survey in June 1991..
 CK2343
 CK2343.This Tidal Bench Mark is designated as VM 4483
 CK2343.by the Center for Operational Oceanographic Products and Services.
 CK2343
 CK2343.The geoid height was determined by GEOID03.
 CK2343
 CK2343.The dynamic height is computed by dividing the NAVD 88
 CK2343.geopotential number by the normal gravity value computed on the
 CK2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2343.degrees latitude (g = 980.6199 gals.).
 CK2343
 CK2343.The modeled gravity was interpolated from observed gravity values.
 CK2343
 CK2343;                    North         East    Units  Estimated Accuracy
 CK2343;SPC SC       -    61,730.      662,480.      MT  (+/- 180 meters Scaled)
 CK2343
 CK2343                          SUPERSEDED SURVEY CONTROL
 CK2343
 CK2343  NGVD 29 (03/21/89)    1.962  (m)            6.44   (f) ADJUSTED    1 2
 CK2343
 CK2343.Superseded values are not recommended for survey control.
 CK2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2343.See file dsdata.txt to determine how the superseded data were derived.
 CK2343
 CK2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR528836(NAD 83)
 CK2343_MARKER: DJ = TIDAL STATION DISK
 CK2343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2343_SP_SET: STAINLESS STEEL ROD
 CK2343_STAMPING: 8227 F 1982
 CK2343_MARK LOGO: NOS   
 CK2343_PROJECTION: FLUSH
 CK2343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2343_ROD/PIPE-DEPTH: 14.6 meters
 CK2343
 CK2343  HISTORY     - Date     Condition        Report By
 CK2343  HISTORY     - 1982     MONUMENTED       NOS
 CK2343  HISTORY     - 1982     GOOD             SCGS
 CK2343  HISTORY     - 19910420 GOOD             USPSQD
 CK2343  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2343
 CK2343                          STATION DESCRIPTION
 CK2343
 CK2343'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2343'IN HUNTING ISLAND.
 CK2343'IN HUNTING ISLAND, 0.2 KILOMETER (0.15 MILE) SOUTH ALONG U.S. HIGHWAY
 CK2343'21 FROM THE SOUTH END OF THE CONCRETE BRIDGE CROSSING JOHNSON CREEK,
 CK2343'SET NEAR A SIGN WITH THE MARKINGS OF HUNTING ISLAND STATE PARK,
 CK2343'8.8 METERS (29.0 FEET) WEST OF THE CENTERLINE OF U.S. HIGHWAY 21,
 CK2343'8.9 METERS (29.2 FEET) SOUTH-SOUTHEAST OF A PHONE JUNCTION BOX,
 CK2343'3.2 METERS (10.8 FEET) NORTHEAST OF A LONE 26-INCH PALMETTO TREE,
 CK2343'1.1 METERS (3.9 FEET) NORTH OF THE SIGN.
 CK2343'THE MARK IS 0.30 METERS  SSW FROM A WITNESS POST.
 CK2343'THE MARK IS 0.60 M BELOW U.S. HIGHWAY 21.
 CK2343
 CK2343                          STATION RECOVERY (1991)
 CK2343
 CK2343'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2343'RECOVERED IN GOOD CONDITION.
 CK2343
 CK2343                          STATION RECOVERY (2002)
 CK2343
 CK2343'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2343'NOT FOUND.  SEARCHED NEAR HUNTING ISLAND STATE PARK SIGN WITH MICRONTA
 CK2343'4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2344 ***********************************************************************
 CK2344  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2344  DESIGNATION -  866 8227 TIDAL JCB 5
 CK2344  PID         -  CK2344
 CK2344  STATE/COUNTY-  SC/BEAUFORT
 CK2344  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2344
 CK2344                         *CURRENT SURVEY CONTROL
 CK2344  ___________________________________________________________________
 CK2344* NAD 83(1986)-  32 23 15.     (N)    080 26 17.     (W)     SCALED    
 CK2344* NAVD 88     -         1.916  (meters)       6.29   (feet)  ADJUSTED  
 CK2344  ___________________________________________________________________
 CK2344  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK2344  DYNAMIC HT  -           1.914 (meters)       6.28  (feet)  COMP
 CK2344  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CK2344
 CK2344  VERT ORDER  -  FIRST     CLASS II
 CK2344
 CK2344.The horizontal coordinates were scaled from a topographic map and have
 CK2344.an estimated accuracy of +/- 6 seconds.
 CK2344
 CK2344.The orthometric height was determined by differential leveling
 CK2344.and adjusted by the National Geodetic Survey in June 1991..
 CK2344
 CK2344.This Tidal Bench Mark is designated as VM 4482
 CK2344.by the Center for Operational Oceanographic Products and Services.
 CK2344
 CK2344.The geoid height was determined by GEOID03.
 CK2344
 CK2344.The dynamic height is computed by dividing the NAVD 88
 CK2344.geopotential number by the normal gravity value computed on the
 CK2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2344.degrees latitude (g = 980.6199 gals.).
 CK2344
 CK2344.The modeled gravity was interpolated from observed gravity values.
 CK2344
 CK2344;                    North         East    Units  Estimated Accuracy
 CK2344;SPC SC       -    61,610.      662,480.      MT  (+/- 180 meters Scaled)
 CK2344
 CK2344                          SUPERSEDED SURVEY CONTROL
 CK2344
 CK2344  NGVD 29 (03/21/89)    2.198  (m)            7.21   (f) ADJUSTED    1 2
 CK2344
 CK2344.Superseded values are not recommended for survey control.
 CK2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2344.See file dsdata.txt to determine how the superseded data were derived.
 CK2344
 CK2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR528835(NAD 83)
 CK2344_MARKER: DJ = TIDAL STATION DISK
 CK2344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2344_SP_SET: STAINLESS STEEL ROD
 CK2344_STAMPING: J.C.B. 1974 NO 5
 CK2344_MARK LOGO: NOS   
 CK2344_PROJECTION: FLUSH
 CK2344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2344_ROD/PIPE-DEPTH: 21.3 meters
 CK2344
 CK2344  HISTORY     - Date     Condition        Report By
 CK2344  HISTORY     - 1974     MONUMENTED       NOS
 CK2344  HISTORY     - 1982     GOOD             SCGS
 CK2344  HISTORY     - 19910420 GOOD             USPSQD
 CK2344  HISTORY     - 19950313 GOOD             USPSQD
 CK2344  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2344
 CK2344                          STATION DESCRIPTION
 CK2344
 CK2344'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2344'IN HUNTING ISLAND.
 CK2344'IN HUNTING ISLAND, 0.3 KILOMETER (0.2 MILE) SOUTH ALONG U.S. HIGHWAY
 CK2344'21, FROM THE SOUTH END OF THE CONCRETE BRIDGE CROSSING JOHNSON CREEK,
 CK2344'SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROAD S-7-348,
 CK2344'9.8 METERS (32.0 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY
 CK2344'ROAD S-7-348, 9.1 METERS (30.0 FEET) EAST-SOUTHEAST OF THE CENTERLINE
 CK2344'OF U.S.  HIGHWAY 21, 5.3 METERS (17.7 FEET) NORTH-NORTHEAST OF A POWER
 CK2344'POLE NUMBER 206986, NOTE--THIS MARK LOOKS LIKE A POST, BUT IS A ROD
 CK2344'MARK.
 CK2344'THE MARK IS 0.50 METERS  NNW FROM A WITNESS POST.
 CK2344'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 21.
 CK2344
 CK2344                          STATION RECOVERY (1991)
 CK2344
 CK2344'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2344'RECOVERED IN GOOD CONDITION.
 CK2344
 CK2344                          STATION RECOVERY (1995)
 CK2344
 CK2344'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2344'RECOVERED IN GOOD CONDITION.
 CK2344
 CK2344                          STATION RECOVERY (2002)
 CK2344
 CK2344'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2344'NOT FOUND.  SEARCHED AREA WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2341 ***********************************************************************
 CK2341  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2341  DESIGNATION -  866 8227 TIDAL JCB 2
 CK2341  PID         -  CK2341
 CK2341  STATE/COUNTY-  SC/BEAUFORT
 CK2341  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2341
 CK2341                         *CURRENT SURVEY CONTROL
 CK2341  ___________________________________________________________________
 CK2341* NAD 83(1986)-  32 23 27.     (N)    080 26 17.     (W)     SCALED    
 CK2341* NAVD 88     -         3.492  (meters)      11.46   (feet)  ADJUSTED  
 CK2341  ___________________________________________________________________
 CK2341  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK2341  DYNAMIC HT  -           3.488 (meters)      11.44  (feet)  COMP
 CK2341  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CK2341
 CK2341  VERT ORDER  -  FIRST     CLASS II
 CK2341
 CK2341.The horizontal coordinates were scaled from a topographic map and have
 CK2341.an estimated accuracy of +/- 6 seconds.
 CK2341
 CK2341.The orthometric height was determined by differential leveling
 CK2341.and adjusted by the National Geodetic Survey in June 1991..
 CK2341
 CK2341.This Tidal Bench Mark is designated as VM 4480
 CK2341.by the Center for Operational Oceanographic Products and Services.
 CK2341
 CK2341.The geoid height was determined by GEOID03.
 CK2341
 CK2341.The dynamic height is computed by dividing the NAVD 88
 CK2341.geopotential number by the normal gravity value computed on the
 CK2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2341.degrees latitude (g = 980.6199 gals.).
 CK2341
 CK2341.The modeled gravity was interpolated from observed gravity values.
 CK2341
 CK2341;                    North         East    Units  Estimated Accuracy
 CK2341;SPC SC       -    61,970.      662,480.      MT  (+/- 180 meters Scaled)
 CK2341
 CK2341                          SUPERSEDED SURVEY CONTROL
 CK2341
 CK2341  NGVD 29 (03/21/89)    3.774  (m)           12.38   (f) ADJUSTED    1 2
 CK2341
 CK2341.Superseded values are not recommended for survey control.
 CK2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2341.See file dsdata.txt to determine how the superseded data were derived.
 CK2341
 CK2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR528838(NAD 83)
 CK2341_MARKER: DJ = TIDAL STATION DISK
 CK2341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2341_SP_SET: BRIDGE ABUTMENT
 CK2341_STAMPING: J.C.B. NO 2 1974
 CK2341_MARK LOGO: NOS   
 CK2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2341+STABILITY: SURFACE MOTION
 CK2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2341+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 CK2341
 CK2341  HISTORY     - Date     Condition        Report By
 CK2341  HISTORY     - 1974     MONUMENTED       NOS
 CK2341  HISTORY     - 1982     GOOD             SCGS
 CK2341  HISTORY     - 19910420 GOOD             USPSQD
 CK2341  HISTORY     - 19950313 GOOD             USPSQD
 CK2341  HISTORY     - 20020616 GOOD             USPSQD
 CK2341
 CK2341                          STATION DESCRIPTION
 CK2341
 CK2341'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2341'IN HUNTING ISLAND.
 CK2341'IN HUNTING ISLAND, SET IN THE SOUTHEAST CORNER, IN THE RAILING OF A
 CK2341'CONCRETE BRIDGE CROSSING JOHNSON CREEK.
 CK2341'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 21.
 CK2341
 CK2341                          STATION RECOVERY (1991)
 CK2341
 CK2341'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2341'RECOVERED IN GOOD CONDITION.
 CK2341
 CK2341                          STATION RECOVERY (1995)
 CK2341
 CK2341'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2341'RECOVERED IN GOOD CONDITION.
 CK2341
 CK2341                          STATION RECOVERY (2002)
 CK2341
 CK2341'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2342 ***********************************************************************
 CK2342  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2342  DESIGNATION -  866 8227 TIDAL JCB 3
 CK2342  PID         -  CK2342
 CK2342  STATE/COUNTY-  SC/BEAUFORT
 CK2342  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2342
 CK2342                         *CURRENT SURVEY CONTROL
 CK2342  ___________________________________________________________________
 CK2342* NAD 83(1986)-  32 23 23.     (N)    080 26 17.     (W)     SCALED    
 CK2342* NAVD 88     -         2.033  (meters)       6.67   (feet)  ADJUSTED  
 CK2342  ___________________________________________________________________
 CK2342  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK2342  DYNAMIC HT  -           2.030 (meters)       6.66  (feet)  COMP
 CK2342  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 CK2342
 CK2342  VERT ORDER  -  FIRST     CLASS II
 CK2342
 CK2342.The horizontal coordinates were scaled from a topographic map and have
 CK2342.an estimated accuracy of +/- 6 seconds.
 CK2342
 CK2342.The orthometric height was determined by differential leveling
 CK2342.and adjusted by the National Geodetic Survey in June 1991..
 CK2342
 CK2342.This Tidal Bench Mark is designated as VM 4481
 CK2342.by the Center for Operational Oceanographic Products and Services.
 CK2342
 CK2342.The geoid height was determined by GEOID03.
 CK2342
 CK2342.The dynamic height is computed by dividing the NAVD 88
 CK2342.geopotential number by the normal gravity value computed on the
 CK2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2342.degrees latitude (g = 980.6199 gals.).
 CK2342
 CK2342.The modeled gravity was interpolated from observed gravity values.
 CK2342
 CK2342;                    North         East    Units  Estimated Accuracy
 CK2342;SPC SC       -    61,850.      662,480.      MT  (+/- 180 meters Scaled)
 CK2342
 CK2342                          SUPERSEDED SURVEY CONTROL
 CK2342
 CK2342  NGVD 29 (03/21/89)    2.315  (m)            7.60   (f) ADJUSTED    1 2
 CK2342
 CK2342.Superseded values are not recommended for survey control.
 CK2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2342.See file dsdata.txt to determine how the superseded data were derived.
 CK2342
 CK2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR528837(NAD 83)
 CK2342_MARKER: DJ = TIDAL STATION DISK
 CK2342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2342_SP_SET: STAINLESS STEEL ROD
 CK2342_STAMPING: J.C.B. 1974 NO 3
 CK2342_MARK LOGO: NOS   
 CK2342_PROJECTION: FLUSH
 CK2342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2342_ROD/PIPE-DEPTH: 25.6 meters
 CK2342
 CK2342  HISTORY     - Date     Condition        Report By
 CK2342  HISTORY     - 1974     MONUMENTED       NOS
 CK2342  HISTORY     - 1982     GOOD             SCGS
 CK2342  HISTORY     - 19910422 GOOD             USPSQD
 CK2342  HISTORY     - 19950313 GOOD             USPSQD
 CK2342  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2342
 CK2342                          STATION DESCRIPTION
 CK2342
 CK2342'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2342'IN HUNTING ISLAND.
 CK2342'IN HUNTING ISLAND, 0.1 KILOMETER (0.05 MILE) SOUTH ALONG U.S. HIGHWAY
 CK2342'21 FROM THE SOUTH END OF THE CONCRETE BRIDGE CROSSING JOHNSON CREEK,
 CK2342'SET NEAR A LONE PALMETTO TREE, 8.4 METERS (27.5 FEET) EAST-NORTHEAST
 CK2342'OF THE CENTER LINE OF U.S. HIGHWAY 21, 4.6 METERS (15.0 FEET)
 CK2342'NORTH-NORTHWEST OF A LONE 30-INCH PALMETTO TREE, 10.1 METERS (33.0
 CK2342'FEET) WEST-SOUTHWEST OF POWER POLE NUMBER 130225, NOTE--THIS MARK
 CK2342'LOOKS LIKE A POST, BUT IS A ROD MARK.
 CK2342'THE MARK IS 0.50 METERS  NW FROM A WITNESS POST.
 CK2342'THE MARK IS 0.60 M BELOW U.S. HIGHWAY 21.
 CK2342
 CK2342                          STATION RECOVERY (1991)
 CK2342
 CK2342'RECOVERY NOTE BY US POWER SQUADRON 1991 (FCH)
 CK2342'RECOVERED IN GOOD CONDITION.
 CK2342
 CK2342                          STATION RECOVERY (1995)
 CK2342
 CK2342'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2342'RECOVERED IN GOOD CONDITION.
 CK2342
 CK2342                          STATION RECOVERY (2002)
 CK2342
 CK2342'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2342'NOT FOUND.  SEARCHED NEAR SEVERAL PALMETTO TREES.  NO WP HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2340 ***********************************************************************
 CK2340  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2340  DESIGNATION -  866 8227 TIDAL JCB 1
 CK2340  PID         -  CK2340
 CK2340  STATE/COUNTY-  SC/BEAUFORT
 CK2340  USGS QUAD   -  ST HELENA SOUND (1979)
 CK2340
 CK2340                         *CURRENT SURVEY CONTROL
 CK2340  ___________________________________________________________________
 CK2340* NAD 83(1986)-  32 23 31.     (N)    080 26 22.     (W)     SCALED    
 CK2340* NAVD 88     -         3.522  (meters)      11.56   (feet)  ADJUSTED  
 CK2340  ___________________________________________________________________
 CK2340  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CK2340  DYNAMIC HT  -           3.518 (meters)      11.54  (feet)  COMP
 CK2340  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 CK2340
 CK2340  VERT ORDER  -  FIRST     CLASS II
 CK2340
 CK2340.The horizontal coordinates were scaled from a topographic map and have
 CK2340.an estimated accuracy of +/- 6 seconds.
 CK2340
 CK2340.The orthometric height was determined by differential leveling
 CK2340.and adjusted by the National Geodetic Survey in June 1991..
 CK2340
 CK2340.This Tidal Bench Mark is designated as VM 4479
 CK2340.by the Center for Operational Oceanographic Products and Services.
 CK2340
 CK2340.The geoid height was determined by GEOID03.
 CK2340
 CK2340.The dynamic height is computed by dividing the NAVD 88
 CK2340.geopotential number by the normal gravity value computed on the
 CK2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2340.degrees latitude (g = 980.6199 gals.).
 CK2340
 CK2340.The modeled gravity was interpolated from observed gravity values.
 CK2340
 CK2340;                    North         East    Units  Estimated Accuracy
 CK2340;SPC SC       -    62,100.      662,340.      MT  (+/- 180 meters Scaled)
 CK2340
 CK2340                          SUPERSEDED SURVEY CONTROL
 CK2340
 CK2340  NGVD 29 (03/21/89)    3.803  (m)           12.48   (f) ADJUSTED    1 2
 CK2340
 CK2340.Superseded values are not recommended for survey control.
 CK2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2340.See file dsdata.txt to determine how the superseded data were derived.
 CK2340
 CK2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR527840(NAD 83)
 CK2340_MARKER: DJ = TIDAL STATION DISK
 CK2340_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK2340_SP_SET: BRIDGE ABUTMENT
 CK2340_STAMPING: J.C.B. 1974 NO 1
 CK2340_MARK LOGO: NOS   
 CK2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2340+STABILITY: SURFACE MOTION
 CK2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2340+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 CK2340
 CK2340  HISTORY     - Date     Condition        Report By
 CK2340  HISTORY     - 1974     MONUMENTED       NOS
 CK2340  HISTORY     - 1982     GOOD             SCGS
 CK2340  HISTORY     - 19950313 GOOD             USPSQD
 CK2340  HISTORY     - 20020616 GOOD             USPSQD
 CK2340
 CK2340                          STATION DESCRIPTION
 CK2340
 CK2340'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2340'14.5 KM (9.0 MI) EAST FROM FROGMORE.
 CK2340'14.5 KM (9.0 MI) EAST ALONG U.S. HIGHWAY 21 FROM THE POST OFFICE AT
 CK2340'FROGMORE, SET IN THE NORTHWEST CORNER, IN THE RAILING OF THE CONCRETE
 CK2340'BRIDGE CROSSING JOHNSON CREEK.
 CK2340'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 21.
 CK2340
 CK2340                          STATION RECOVERY (1995)
 CK2340
 CK2340'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2340'RECOVERED IN GOOD CONDITION.
 CK2340
 CK2340                          STATION RECOVERY (2002)
 CK2340
 CK2340'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2340' 
 CK2340' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2290 ***********************************************************************
 CK2290  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2290  DESIGNATION -  866 8282 A TIDAL
 CK2290  PID         -  CK2290
 CK2290  STATE/COUNTY-  SC/BEAUFORT
 CK2290  USGS QUAD   -  BEAUFORT (1998)
 CK2290
 CK2290                         *CURRENT SURVEY CONTROL
 CK2290  ___________________________________________________________________
 CK2290* NAD 83(1986)-  32 22 44.     (N)    080 37 57.     (W)     SCALED    
 CK2290* NAVD 88     -         1.675  (meters)       5.50   (feet)  ADJUSTED  
 CK2290  ___________________________________________________________________
 CK2290  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2290  DYNAMIC HT  -           1.673 (meters)       5.49  (feet)  COMP
 CK2290  MODELED GRAV-     979,519.6   (mgal)                       NAVD 88
 CK2290
 CK2290  VERT ORDER  -  FIRST     CLASS II
 CK2290
 CK2290.The horizontal coordinates were scaled from a topographic map and have
 CK2290.an estimated accuracy of +/- 6 seconds.
 CK2290
 CK2290.The orthometric height was determined by differential leveling
 CK2290.and adjusted by the National Geodetic Survey in June 1991..
 CK2290
 CK2290.This Tidal Bench Mark is designated as VM 3808
 CK2290.by the Center for Operational Oceanographic Products and Services.
 CK2290
 CK2290.The geoid height was determined by GEOID03.
 CK2290
 CK2290.The dynamic height is computed by dividing the NAVD 88
 CK2290.geopotential number by the normal gravity value computed on the
 CK2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2290.degrees latitude (g = 980.6199 gals.).
 CK2290
 CK2290.The modeled gravity was interpolated from observed gravity values.
 CK2290
 CK2290;                    North         East    Units  Estimated Accuracy
 CK2290;SPC SC       -    60,570.      644,180.      MT  (+/- 180 meters Scaled)
 CK2290
 CK2290                          SUPERSEDED SURVEY CONTROL
 CK2290
 CK2290  NGVD 29 (03/21/89)    1.956  (m)            6.42   (f) ADJUSTED    1 2
 CK2290
 CK2290.Superseded values are not recommended for survey control.
 CK2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2290.See file dsdata.txt to determine how the superseded data were derived.
 CK2290
 CK2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR345824(NAD 83)
 CK2290_MARKER: DJ = TIDAL STATION DISK
 CK2290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2290_SP_SET: STAINLESS STEEL ROD
 CK2290_STAMPING: 8282 A 1979
 CK2290_MARK LOGO: NOS   
 CK2290_PROJECTION: PROJECTING 7 CENTIMETERS
 CK2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2290_ROD/PIPE-DEPTH: 10.4 meters
 CK2290
 CK2290  HISTORY     - Date     Condition        Report By
 CK2290  HISTORY     - 1979     MONUMENTED       NOS
 CK2290  HISTORY     - 1982     GOOD             SCGS
 CK2290
 CK2290                          STATION DESCRIPTION
 CK2290
 CK2290'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2290'8.0 KM (5.0 MI) SE FROM BEAUFORT.
 CK2290'2.9 KILOMETERS (1.85 MILES) SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE
 CK2290'JUNCTION OF STATE HIGHWAY 802 JUST SOUTHEAST OF BEAUFORT, THENCE 3.4
 CK2290'KILOMETERS (2.15 MILES) SOUTHWEST ALONG COUNTY ROAD S-7-456 TO END OF
 CK2290'PAVEMENT, FROM THERE CONTINUE BY FOOT SOUTHEAST ALONG A DIM TRAIL
 CK2290'LEADING TO THE TIP OF THE FINGER OF DISTANT ISLAND, SET NEAR A 36-INCH
 CK2290'DOUBLE OAK TREE, 24.1 METERS (79.0 FEET) EAST-NORTHEAST OF 866 8282 B
 CK2290'TIDAL, 6.8 METERS (22.3 FEET) WEST OF THE HIGH WATER LINE, 2.8 METERS
 CK2290'(9.4 FEET) SOUTH-SOUTHWEST OF A 36-INCH DOUBLE OAK TREE, 1.3 METERS
 CK2290'(4.4 FEET) NORTH-NORTHWEST OF A 7-INCH OAK TREE.
 CK2290'THE MARK IS 0.50 METERS  ESE FROM A WITNESS POST.
 CK2290'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2289 ***********************************************************************
 CK2289  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2289  DESIGNATION -  866 8282 B TIDAL
 CK2289  PID         -  CK2289
 CK2289  STATE/COUNTY-  SC/BEAUFORT
 CK2289  USGS QUAD   -  BEAUFORT (1998)
 CK2289
 CK2289                         *CURRENT SURVEY CONTROL
 CK2289  ___________________________________________________________________
 CK2289* NAD 83(1986)-  32 22 44.     (N)    080 37 57.     (W)     SCALED    
 CK2289* NAVD 88     -         2.992  (meters)       9.82   (feet)  ADJUSTED  
 CK2289  ___________________________________________________________________
 CK2289  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2289  DYNAMIC HT  -           2.989 (meters)       9.81  (feet)  COMP
 CK2289  MODELED GRAV-     979,519.6   (mgal)                       NAVD 88
 CK2289
 CK2289  VERT ORDER  -  FIRST     CLASS II
 CK2289
 CK2289.The horizontal coordinates were scaled from a topographic map and have
 CK2289.an estimated accuracy of +/- 6 seconds.
 CK2289
 CK2289.The orthometric height was determined by differential leveling
 CK2289.and adjusted by the National Geodetic Survey in June 1991..
 CK2289
 CK2289.This Tidal Bench Mark is designated as VM 3809
 CK2289.by the Center for Operational Oceanographic Products and Services.
 CK2289
 CK2289.The geoid height was determined by GEOID03.
 CK2289
 CK2289.The dynamic height is computed by dividing the NAVD 88
 CK2289.geopotential number by the normal gravity value computed on the
 CK2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2289.degrees latitude (g = 980.6199 gals.).
 CK2289
 CK2289.The modeled gravity was interpolated from observed gravity values.
 CK2289
 CK2289;                    North         East    Units  Estimated Accuracy
 CK2289;SPC SC       -    60,570.      644,180.      MT  (+/- 180 meters Scaled)
 CK2289
 CK2289                          SUPERSEDED SURVEY CONTROL
 CK2289
 CK2289  NGVD 29 (03/21/89)    3.274  (m)           10.74   (f) ADJUSTED    1 2
 CK2289
 CK2289.Superseded values are not recommended for survey control.
 CK2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2289.See file dsdata.txt to determine how the superseded data were derived.
 CK2289
 CK2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR345824(NAD 83)
 CK2289_MARKER: DJ = TIDAL STATION DISK
 CK2289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2289_SP_SET: STAINLESS STEEL ROD
 CK2289_STAMPING: 8282 B 1979
 CK2289_MARK LOGO: NOS   
 CK2289_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2289_ROD/PIPE-DEPTH: 8.50 meters
 CK2289
 CK2289  HISTORY     - Date     Condition        Report By
 CK2289  HISTORY     - 1979     MONUMENTED       NOS
 CK2289  HISTORY     - 1982     GOOD             SCGS
 CK2289
 CK2289                          STATION DESCRIPTION
 CK2289
 CK2289'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2289'6.3 KM (3.9 MI) SE FROM BEAUFORT.
 CK2289'2.9 KM (1.8 MILES) SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 CK2289'OF STATE HIGHWAY 802 JUST SOUTHEAST OF BEAUFORT, THENCE 3.4 KILOMETERS
 CK2289'(2.1 MILES) SOUTHWEST ALONG COUNTY ROAD S-7-456 TO THE END OF
 CK2289'PAVEMENT, FROM THERE CONTINUE BY FOOT SOUTHEAST ALONG A DIM TRAIL
 CK2289'LEADING TO THE TIP OF THE FINGER OF DISTANT ISLAND, SET NEAR A TRIPLE
 CK2289'TRUNK OAK TREE, 5.6 METERS (19.6 FEET) EAST-NORTHEAST OF A LONE
 CK2289'24-INCH PALMETTO TREE, 3.0 METERS (10.0 FEET) NORTH-NORTHEAST OF THE
 CK2289'TRIPLE TRUNK OAK TREE, 17.8 METERS (59.0 FEET) WEST OF THE HIGH WATER
 CK2289'LINE.
 CK2289'THE MARK IS 0.50 METERS  SSW FROM A WITNESS POST.
 CK2289'THE MARK IS 0.20 M ABOVE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2287 ***********************************************************************
 CK2287  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2287  DESIGNATION -  866 8282 C TIDAL
 CK2287  PID         -  CK2287
 CK2287  STATE/COUNTY-  SC/BEAUFORT
 CK2287  USGS QUAD   -  BEAUFORT (1998)
 CK2287
 CK2287                         *CURRENT SURVEY CONTROL
 CK2287  ___________________________________________________________________
 CK2287* NAD 83(1986)-  32 22 44.     (N)    080 37 57.     (W)     SCALED    
 CK2287* NAVD 88     -         3.085  (meters)      10.12   (feet)  ADJUSTED  
 CK2287  ___________________________________________________________________
 CK2287  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2287  DYNAMIC HT  -           3.081 (meters)      10.11  (feet)  COMP
 CK2287  MODELED GRAV-     979,519.6   (mgal)                       NAVD 88
 CK2287
 CK2287  VERT ORDER  -  FIRST     CLASS II
 CK2287
 CK2287.The horizontal coordinates were scaled from a topographic map and have
 CK2287.an estimated accuracy of +/- 6 seconds.
 CK2287
 CK2287.The orthometric height was determined by differential leveling
 CK2287.and adjusted by the National Geodetic Survey in June 1991..
 CK2287
 CK2287.This Tidal Bench Mark is designated as VM 3810
 CK2287.by the Center for Operational Oceanographic Products and Services.
 CK2287
 CK2287.The geoid height was determined by GEOID03.
 CK2287
 CK2287.The dynamic height is computed by dividing the NAVD 88
 CK2287.geopotential number by the normal gravity value computed on the
 CK2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2287.degrees latitude (g = 980.6199 gals.).
 CK2287
 CK2287.The modeled gravity was interpolated from observed gravity values.
 CK2287
 CK2287;                    North         East    Units  Estimated Accuracy
 CK2287;SPC SC       -    60,570.      644,180.      MT  (+/- 180 meters Scaled)
 CK2287
 CK2287                          SUPERSEDED SURVEY CONTROL
 CK2287
 CK2287  NGVD 29 (03/21/89)    3.366  (m)           11.04   (f) ADJUSTED    1 2
 CK2287
 CK2287.Superseded values are not recommended for survey control.
 CK2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2287.See file dsdata.txt to determine how the superseded data were derived.
 CK2287
 CK2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR345824(NAD 83)
 CK2287_MARKER: DJ = TIDAL STATION DISK
 CK2287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2287_SP_SET: STAINLESS STEEL ROD
 CK2287_STAMPING: 8282 C 1979
 CK2287_MARK LOGO: NOS   
 CK2287_PROJECTION: FLUSH
 CK2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2287_ROD/PIPE-DEPTH: 7.30 meters
 CK2287
 CK2287  HISTORY     - Date     Condition        Report By
 CK2287  HISTORY     - 1979     MONUMENTED       NOS
 CK2287  HISTORY     - 1982     GOOD             SCGS
 CK2287
 CK2287                          STATION DESCRIPTION
 CK2287
 CK2287'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2287'8.0 KM (5.0 MI) SE FROM BEAUFORT.
 CK2287'2.9 KILOMETERS (1.85 MILES) SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE
 CK2287'JUNCTION OF STATE HIGHWAY 802 JUST SOUTHEAST OF BEAUFORT, THENCE 3.4
 CK2287'KILOMETERS (2.2 MILES) SOUTHWEST ALONG COUNTY ROAD S-7-456 TO END OF
 CK2287'PAVEMENT, FROM THERE CONTINUE BY FOOT SOUTHEAST ALONG A DIM TRAIL
 CK2287'LEADING TO THE TIP OF THE FINGER OF DISTANT ISLAND, SET ON THE WEST
 CK2287'SIDE OF THE FINGER, NEAR A DOUBLE 48-INCH OAK TREE, 4.6 METERS (15.0
 CK2287'FEET) WEST OF THE 48-INCH DOUBLE OAK TREE, 10.6 METERS (35.0 FEET)
 CK2287'EAST-NORTHEAST OF THE TOP OF A 10-FOOT BANK.
 CK2287'THE MARK IS 0.40 METERS  SE FROM A WITNESS POST.
 CK2287'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2288 ***********************************************************************
 CK2288  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2288  DESIGNATION -  866 8282 TIDAL 5
 CK2288  PID         -  CK2288
 CK2288  STATE/COUNTY-  SC/BEAUFORT
 CK2288  USGS QUAD   -  BEAUFORT (1998)
 CK2288
 CK2288                         *CURRENT SURVEY CONTROL
 CK2288  ___________________________________________________________________
 CK2288* NAD 83(1986)-  32 22 44.     (N)    080 37 57.     (W)     SCALED    
 CK2288* NAVD 88     -         1.632  (meters)       5.35   (feet)  ADJUSTED  
 CK2288  ___________________________________________________________________
 CK2288  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2288  DYNAMIC HT  -           1.630 (meters)       5.35  (feet)  COMP
 CK2288  MODELED GRAV-     979,519.6   (mgal)                       NAVD 88
 CK2288
 CK2288  VERT ORDER  -  FIRST     CLASS II
 CK2288
 CK2288.The horizontal coordinates were scaled from a topographic map and have
 CK2288.an estimated accuracy of +/- 6 seconds.
 CK2288
 CK2288.The orthometric height was determined by differential leveling
 CK2288.and adjusted by the National Geodetic Survey in June 1991..
 CK2288
 CK2288.This Tidal Bench Mark is designated as VM 3807
 CK2288.by the Center for Operational Oceanographic Products and Services.
 CK2288
 CK2288.The geoid height was determined by GEOID03.
 CK2288
 CK2288.The dynamic height is computed by dividing the NAVD 88
 CK2288.geopotential number by the normal gravity value computed on the
 CK2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2288.degrees latitude (g = 980.6199 gals.).
 CK2288
 CK2288.The modeled gravity was interpolated from observed gravity values.
 CK2288
 CK2288;                    North         East    Units  Estimated Accuracy
 CK2288;SPC SC       -    60,570.      644,180.      MT  (+/- 180 meters Scaled)
 CK2288
 CK2288                          SUPERSEDED SURVEY CONTROL
 CK2288
 CK2288  NGVD 29 (03/21/89)    1.913  (m)            6.28   (f) ADJUSTED    1 2
 CK2288
 CK2288.Superseded values are not recommended for survey control.
 CK2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2288.See file dsdata.txt to determine how the superseded data were derived.
 CK2288
 CK2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR345824(NAD 83)
 CK2288_MARKER: DJ = TIDAL STATION DISK
 CK2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2288_SP_SET: CONCRETE POST
 CK2288_STAMPING: NO 5 1973
 CK2288_MARK LOGO: NOS   
 CK2288_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2288+STABILITY: SURFACE MOTION
 CK2288
 CK2288  HISTORY     - Date     Condition        Report By
 CK2288  HISTORY     - 1973     MONUMENTED       NOS
 CK2288  HISTORY     - 1982     GOOD             SCGS
 CK2288
 CK2288                          STATION DESCRIPTION
 CK2288
 CK2288'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2288'8.0 KM (5.0 MI) SE FROM BEAUFORT.
 CK2288'2.9 KILOMETERS (1.85 MILES) SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE
 CK2288'JUNCTION OF STATE HIGHWAY 802 JUST SOUTHEAST OF BEAUFORT, THENCE 3.4
 CK2288'KILOMETERS (2.2 MILES) SOUTHWEST ALONG COUNTY ROAD S-7-456 TO THE END
 CK2288'OF PAVEMENT, FROM THERE CONTINUE BY FOOT SOUTHEAST ALONG A DIM TRAIL
 CK2288'LEADING TO THE TIP OF THE FINGER OF DISTANT ISLAND, SET AT THE HIGH
 CK2288'WATER LINE, AT THE TIP OF THE FINGER, 19.5 METERS (64.0 FEET)
 CK2288'WEST-SOUTHWEST OF SWEDE RM 2, 2.4 METERS (8.0 FEET) SOUTH OF A 24-INCH
 CK2288'DOUBLE OAK TREE, 4.9 METERS (16.0 FEET) NORTH OF THE HIGH WATER LINE.
 CK2288'THE MARK IS 0.30 METERS  ENE FROM A WITNESS POST.
 CK2288'THE MARK IS ABOVE LEVEL WITH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2152 ***********************************************************************
 CK2152  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2152  DESIGNATION -  866 8301 H TIDAL
 CK2152  PID         -  CK2152
 CK2152  STATE/COUNTY-  SC/BEAUFORT
 CK2152  USGS QUAD   -  SPRING ISLAND (1958)
 CK2152
 CK2152                         *CURRENT SURVEY CONTROL
 CK2152  ___________________________________________________________________
 CK2152* NAD 83(1986)-  32 22 26.     (N)    080 50 14.     (W)     SCALED    
 CK2152* NAVD 88     -         4.982  (meters)      16.35   (feet)  ADJUSTED  
 CK2152  ___________________________________________________________________
 CK2152  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK2152  DYNAMIC HT  -           4.976 (meters)      16.33  (feet)  COMP
 CK2152  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 CK2152
 CK2152  VERT ORDER  -  FIRST     CLASS II
 CK2152
 CK2152.The horizontal coordinates were scaled from a topographic map and have
 CK2152.an estimated accuracy of +/- 6 seconds.
 CK2152
 CK2152.The orthometric height was determined by differential leveling
 CK2152.and adjusted by the National Geodetic Survey in June 1991..
 CK2152
 CK2152.This Tidal Bench Mark is designated as VM 3816
 CK2152.by the Center for Operational Oceanographic Products and Services.
 CK2152
 CK2152.The geoid height was determined by GEOID03.
 CK2152
 CK2152.The dynamic height is computed by dividing the NAVD 88
 CK2152.geopotential number by the normal gravity value computed on the
 CK2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2152.degrees latitude (g = 980.6199 gals.).
 CK2152
 CK2152.The modeled gravity was interpolated from observed gravity values.
 CK2152
 CK2152;                    North         East    Units  Estimated Accuracy
 CK2152;SPC SC       -    59,960.      624,920.      MT  (+/- 180 meters Scaled)
 CK2152
 CK2152                          SUPERSEDED SURVEY CONTROL
 CK2152
 CK2152  NGVD 29 (03/21/89)    5.267  (m)           17.28   (f) ADJUSTED    1 2
 CK2152
 CK2152.Superseded values are not recommended for survey control.
 CK2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2152.See file dsdata.txt to determine how the superseded data were derived.
 CK2152
 CK2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR153818(NAD 83)
 CK2152_MARKER: DJ = TIDAL STATION DISK
 CK2152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2152_SP_SET: STAINLESS STEEL ROD
 CK2152_STAMPING: 8301 H 1978
 CK2152_MARK LOGO: NOS   
 CK2152_PROJECTION: FLUSH
 CK2152_MAGNETIC: I = MARKER IS A STEEL ROD
 CK2152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2152+STABILITY: POSITION/ELEVATION WELL
 CK2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2152+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 CK2152_ROD/PIPE-DEPTH: 11.6 meters
 CK2152
 CK2152  HISTORY     - Date     Condition        Report By
 CK2152  HISTORY     - 1978     MONUMENTED       NOS
 CK2152  HISTORY     - 1982     GOOD             SCGS
 CK2152  HISTORY     - 1990     GOOD             USPSQD
 CK2152  HISTORY     - 19980310 GOOD             SCGS
 CK2152  HISTORY     - 19980617 GOOD             USPSQD
 CK2152
 CK2152                          STATION DESCRIPTION
 CK2152
 CK2152'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2152'13.9 KM (8.7 MI) SW FROM BURTON.
 CK2152'AT THE WEST END OF THE HIGHWAY 170 BRIDGE OVER THE CHECHESSEE
 CK2152'RIVER, SET IN A GRSSSY AREA AT THE NORTHWEST CORNER OF THE BRIDGE,
 CK2152'2.8 METERS (9.3 FEET) WEST OF THE WEST END OF THE BRIDGE HANDRAIL,
 CK2152'5.4 METERS (18.0 FEET) NORTH OF THE CENTERLINE OF HIGHWAY 170.
 CK2152'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 CK2152'THE MARK IS 0.2 M ABOVE HIGHWAY 170.
 CK2152
 CK2152                          STATION RECOVERY (1990)
 CK2152
 CK2152'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2152'RECOVERED IN GOOD CONDITION.
 CK2152
 CK2152                          STATION RECOVERY (1998)
 CK2152
 CK2152'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2152'STATION IS LOCATED 7.9 MILES (12.7 KM) SOUTHWEST OF BURTON, 10.55
 CK2152'MILES (16.98 KM) WEST SOUTHWEST OF BEAUFORT.  OWNERSHIP--SCDOT,
 CK2152'DIRECTOR OF PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK2152'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK2152'HIGHWAYS 802 (SAVANNAH HIGHWAY) AND 170 (ROBERT SMALLS PARKWAY) , 3.7
 CK2152'MILES (6.0 KM) SOUTHWEST OF BURTON, GO SOUTHWEST ON HIGHWAY 170 FOR
 CK2152'4.75 MILES (7.64 KM) TO THE STATION ON THE RIGHT NEAR THE NORTHWEST
 CK2152'CORNER OF A BRIDGE OVER THE CHECHESSEE RIVER.  STATION IS A DISK
 CK2152'ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.2 FOOT (6.1 CM) AND 0.5
 CK2152'FOOT (15.2 CM) ABOVE THE HIGHWAY, 31.1 FEET (9.5 M) SOUTH OF A POWER
 CK2152'LINE STUB POLE NUMBER 266659, 17.7 FEET (5.4 M) NORTH OF THE CENTER OF
 CK2152'THE HIGHWAY, 9.1 FEET (2.8 M) WEST OF THE NORTHWEST CORNER OF THE
 CK2152'BRIDGE, 35.3 FEET (10.8 M) NORTH OF BENCH MARK C 104, 9.0 FEET (2.7 M)
 CK2152'WEST OF A WITNESS POST.  RECOVERED BY C.J.  STONE.
 CK2152
 CK2152                          STATION RECOVERY (1998)
 CK2152
 CK2152'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2153 ***********************************************************************
 CK2153  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2153  DESIGNATION -  866 8301 I TIDAL
 CK2153  PID         -  CK2153
 CK2153  STATE/COUNTY-  SC/BEAUFORT
 CK2153  USGS QUAD   -  SPRING ISLAND (1958)
 CK2153
 CK2153                         *CURRENT SURVEY CONTROL
 CK2153  ___________________________________________________________________
 CK2153* NAD 83(1986)-  32 22 29.     (N)    080 49 55.     (W)     SCALED    
 CK2153* NAVD 88     -         2.990  (meters)       9.81   (feet)  ADJUSTED  
 CK2153  ___________________________________________________________________
 CK2153  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK2153  DYNAMIC HT  -           2.987 (meters)       9.80  (feet)  COMP
 CK2153  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 CK2153
 CK2153  VERT ORDER  -  FIRST     CLASS II
 CK2153
 CK2153.The horizontal coordinates were scaled from a topographic map and have
 CK2153.an estimated accuracy of +/- 6 seconds.
 CK2153
 CK2153.The orthometric height was determined by differential leveling
 CK2153.and adjusted by the National Geodetic Survey in June 1991..
 CK2153
 CK2153.This Tidal Bench Mark is designated as VM 3817
 CK2153.by the Center for Operational Oceanographic Products and Services.
 CK2153
 CK2153.The geoid height was determined by GEOID03.
 CK2153
 CK2153.The dynamic height is computed by dividing the NAVD 88
 CK2153.geopotential number by the normal gravity value computed on the
 CK2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2153.degrees latitude (g = 980.6199 gals.).
 CK2153
 CK2153.The modeled gravity was interpolated from observed gravity values.
 CK2153
 CK2153;                    North         East    Units  Estimated Accuracy
 CK2153;SPC SC       -    60,060.      625,420.      MT  (+/- 180 meters Scaled)
 CK2153
 CK2153                          SUPERSEDED SURVEY CONTROL
 CK2153
 CK2153  NGVD 29 (03/21/89)    3.275  (m)           10.74   (f) ADJUSTED    1 2
 CK2153
 CK2153.Superseded values are not recommended for survey control.
 CK2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2153.See file dsdata.txt to determine how the superseded data were derived.
 CK2153
 CK2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR158819(NAD 83)
 CK2153_MARKER: DJ = TIDAL STATION DISK
 CK2153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2153_SP_SET: STAINLESS STEEL ROD
 CK2153_STAMPING: 8301 I 1978
 CK2153_MARK LOGO: NOS   
 CK2153_PROJECTION: FLUSH
 CK2153_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2153+STABILITY: POSITION/ELEVATION WELL
 CK2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2153+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 CK2153_ROD/PIPE-DEPTH: 9.1  meters
 CK2153
 CK2153  HISTORY     - Date     Condition        Report By
 CK2153  HISTORY     - 1978     MONUMENTED       NOS
 CK2153  HISTORY     - 1982     GOOD             SCGS
 CK2153  HISTORY     - 1990     GOOD             USPSQD
 CK2153  HISTORY     - 19980310 GOOD             SCGS
 CK2153  HISTORY     - 19980617 GOOD             USPSQD
 CK2153
 CK2153                          STATION DESCRIPTION
 CK2153
 CK2153'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2153'13.9 KM (8.7 MI) SW FROM BURTON.
 CK2153'AT THE EAST END OF THE HIGHWAY 170 BRIDGE OVER THE CHECHESSEE
 CK2153'RIVER, SET IN A GRASSY AREA AT THE NORTHEAST CORNER OF THE BRIDGE,
 CK2153'10.4 METERS (34.2 FEET) NORTH OF THE CENTERLINE OF HIGHWAY 170,
 CK2153'5.8 METERS (18.9 FEET) NORTH OF THE NORTHEAST CORNER OF THE BRIDGE,
 CK2153'5.0 METERS (16.5 FEET) SOUTHEAST OF A TWIN PINE TREE.
 CK2153'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 CK2153'THE MARK IS 0.5 M BELOW HIGHWAY 170.
 CK2153
 CK2153                          STATION RECOVERY (1990)
 CK2153
 CK2153'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2153'RECOVERED IN GOOD CONDITION.
 CK2153
 CK2153                          STATION RECOVERY (1998)
 CK2153
 CK2153'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2153'STATION IS LOCATED 7.6 MILES (12.2 KM) SOUTHWEST OF BURTON, 10.2 MILES
 CK2153'(16.4 KM) WEST SOUTHWEST OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF
 CK2153'PRECONSTRUCTION, P.O.  BOX 191, COLUMBIA, SC 29202, PHONE
 CK2153'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK2153'HIGHWAYS 802 (SAVANNAH HIGHWAY) AND 170 (ROBERT SMALLS PARKWAY) , 3.7
 CK2153'MILES (6.0 KM) SOUTHWEST OF BURTON, GO SOUTHWEST ON HIGHWAY 170 FOR
 CK2153'4.45 MILES (7.16 KM) TO THE STATION ON THE RIGHT NEAR THE NORTHEAST
 CK2153'CORNER OF A BRIDGE OVER THE CHECHESSEE RIVER.  STATION IS A DISK
 CK2153'ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.3 FOOT (9.1 CM) AND 3.5
 CK2153'FEET (1.1 M) BELOW THE HIGHWAY, 33.5 FEET (10.2 M) NORTH OF THE CENTER
 CK2153'OF THE HIGHWAY, 15.6 FEET (4.8 M) SOUTH OF A POWER LINE STUB POLE
 CK2153'NUMBER 266660 WITH THREE GUY WIRES, 17.3 FEET (5.3 M) NORTH OF THE
 CK2153'NORTHEAST CORNER OF THE BRIDGE, 16.5 FEET (5.0 M) SOUTHEAST OF A
 CK2153'3.8-FOOT DOUBLE-TRUNKED PINE TREE, 1.9 FEET (0.6 M) EAST NORTHEAST OF
 CK2153'A WITNESS POST.  RECOVERED BY C.J.  STONE.
 CK2153
 CK2153                          STATION RECOVERY (1998)
 CK2153
 CK2153'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2155 ***********************************************************************
 CK2155  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2155  DESIGNATION -  866 8301 TIDAL 4
 CK2155  PID         -  CK2155
 CK2155  STATE/COUNTY-  SC/BEAUFORT
 CK2155  USGS QUAD   -  SPRING ISLAND (1958)
 CK2155
 CK2155                         *CURRENT SURVEY CONTROL
 CK2155  ___________________________________________________________________
 CK2155* NAD 83(1986)-  32 22 29.     (N)    080 49 51.     (W)     SCALED    
 CK2155* NAVD 88     -         1.763  (meters)       5.78   (feet)  ADJUSTED  
 CK2155  ___________________________________________________________________
 CK2155  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK2155  DYNAMIC HT  -           1.761 (meters)       5.78  (feet)  COMP
 CK2155  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 CK2155
 CK2155  VERT ORDER  -  FIRST     CLASS II
 CK2155
 CK2155.The horizontal coordinates were scaled from a topographic map and have
 CK2155.an estimated accuracy of +/- 6 seconds.
 CK2155
 CK2155.The orthometric height was determined by differential leveling
 CK2155.and adjusted by the National Geodetic Survey in June 1991..
 CK2155
 CK2155.This Tidal Bench Mark is designated as VM 3814
 CK2155.by the Center for Operational Oceanographic Products and Services.
 CK2155
 CK2155.The geoid height was determined by GEOID03.
 CK2155
 CK2155.The dynamic height is computed by dividing the NAVD 88
 CK2155.geopotential number by the normal gravity value computed on the
 CK2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2155.degrees latitude (g = 980.6199 gals.).
 CK2155
 CK2155.The modeled gravity was interpolated from observed gravity values.
 CK2155
 CK2155;                    North         East    Units  Estimated Accuracy
 CK2155;SPC SC       -    60,060.      625,520.      MT  (+/- 180 meters Scaled)
 CK2155
 CK2155                          SUPERSEDED SURVEY CONTROL
 CK2155
 CK2155  NGVD 29 (03/21/89)    2.047  (m)            6.72   (f) ADJUSTED    1 2
 CK2155
 CK2155.Superseded values are not recommended for survey control.
 CK2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2155.See file dsdata.txt to determine how the superseded data were derived.
 CK2155
 CK2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR159819(NAD 83)
 CK2155_MARKER: DJ = TIDAL STATION DISK
 CK2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2155_SP_SET: CONCRETE POST
 CK2155_STAMPING: NO 4 1973
 CK2155_MARK LOGO: NOS   
 CK2155_PROJECTION: FLUSH
 CK2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2155+STABILITY: SURFACE MOTION
 CK2155
 CK2155  HISTORY     - Date     Condition        Report By
 CK2155  HISTORY     - 1973     MONUMENTED       NOS
 CK2155  HISTORY     - 1982     GOOD             SCGS
 CK2155  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2155  HISTORY     - 19980617 MARK NOT FOUND   USPSQD
 CK2155
 CK2155                          STATION DESCRIPTION
 CK2155
 CK2155'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2155'13.9 KM (8.7 MI) SW FROM BURTON.
 CK2155'4.2 KILOMETERS (2.4 MILES) SOUTHWEST ALONG STATE HIGHWAY 170 FROM
 CK2155'THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, SET 120.0 METERS
 CK2155'RIVER BRIDGE, 30.2 METERS (99.0 FEET) SOUTH OF THE CENTERLINE OF
 CK2155'HIGHWAY 170, 43.9 METERS (144.0 FEET) EAST SOUTHEAST OF BM NO 5,
 CK2155'15.2 METERS (50.0 FEET) WEST OF THE CENTER OF AN ABANDONED DIRT ROAD.
 CK2155'THE MARK IS 1.00 METERS  NW FROM A WITNESS POST.
 CK2155'THE MARK IS 0.30 M BELOW HIGHWAY 170.
 CK2155
 CK2155                          STATION RECOVERY (1990)
 CK2155
 CK2155'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2155'MARK NOT FOUND.
 CK2155
 CK2155                          STATION RECOVERY (1998)
 CK2155
 CK2155'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2154 ***********************************************************************
 CK2154  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2154  DESIGNATION -  866 8301 TIDAL 5
 CK2154  PID         -  CK2154
 CK2154  STATE/COUNTY-  SC/BEAUFORT
 CK2154  USGS QUAD   -  SPRING ISLAND (1958)
 CK2154
 CK2154                         *CURRENT SURVEY CONTROL
 CK2154  ___________________________________________________________________
 CK2154* NAD 83(1986)-  32 22 28.     (N)    080 49 50.     (W)     SCALED    
 CK2154* NAVD 88     -         2.214  (meters)       7.26   (feet)  ADJUSTED  
 CK2154  ___________________________________________________________________
 CK2154  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK2154  DYNAMIC HT  -           2.211 (meters)       7.25  (feet)  COMP
 CK2154  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 CK2154
 CK2154  VERT ORDER  -  FIRST     CLASS II
 CK2154
 CK2154.The horizontal coordinates were scaled from a topographic map and have
 CK2154.an estimated accuracy of +/- 6 seconds.
 CK2154
 CK2154.The orthometric height was determined by differential leveling
 CK2154.and adjusted by the National Geodetic Survey in June 1991..
 CK2154
 CK2154.This Tidal Bench Mark is designated as VM 3815
 CK2154.by the Center for Operational Oceanographic Products and Services.
 CK2154
 CK2154.The geoid height was determined by GEOID03.
 CK2154
 CK2154.The dynamic height is computed by dividing the NAVD 88
 CK2154.geopotential number by the normal gravity value computed on the
 CK2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2154.degrees latitude (g = 980.6199 gals.).
 CK2154
 CK2154.The modeled gravity was interpolated from observed gravity values.
 CK2154
 CK2154;                    North         East    Units  Estimated Accuracy
 CK2154;SPC SC       -    60,030.      625,550.      MT  (+/- 180 meters Scaled)
 CK2154
 CK2154                          SUPERSEDED SURVEY CONTROL
 CK2154
 CK2154  NGVD 29 (03/21/89)    2.498  (m)            8.20   (f) ADJUSTED    1 2
 CK2154
 CK2154.Superseded values are not recommended for survey control.
 CK2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2154.See file dsdata.txt to determine how the superseded data were derived.
 CK2154
 CK2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR159819(NAD 83)
 CK2154_MARKER: DJ = TIDAL STATION DISK
 CK2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2154_SP_SET: CONCRETE POST
 CK2154_STAMPING: NO 5 1973
 CK2154_MARK LOGO: NOS   
 CK2154_PROJECTION: FLUSH
 CK2154_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2154+STABILITY: SURFACE MOTION
 CK2154
 CK2154  HISTORY     - Date     Condition        Report By
 CK2154  HISTORY     - 1973     MONUMENTED       NOS
 CK2154  HISTORY     - 1982     GOOD             SCGS
 CK2154  HISTORY     - 1990     GOOD             USPSQD
 CK2154  HISTORY     - 19980310 GOOD             SCGS
 CK2154  HISTORY     - 19980617 GOOD             USPSQD
 CK2154
 CK2154                          STATION DESCRIPTION
 CK2154
 CK2154'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2154'13.9 KM (8.7 MI) SW FROM BURTON.
 CK2154'4.2 KILOMETERS (2.4 MILES) SOUTHWEST ALONG STATE HIGHWAY 170,
 CK2154'FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, 0.2 KILOMETERS
 CK2154'(0.1 MILES) NORTHEAST OF THE NORTHEAST END OF THE CHECHESSEE RIVER
 CK2154'BRIDGE, SET 78.0 METERS (256.5 FEET) EAST OF THE SOUTHEAST CORNER
 CK2154'OF THE CHECHESSEE RIVER RIVER BRIDGE, 24.0 METERS (79.0 FEET) SOUTH
 CK2154'OF THE CENTERLINE OF HIGHWAY 170, 3.0 METERS (10.0 FEET) NORTH OF
 CK2154'THE CROTCH OF A DOUBLE PINE TREE, 43.8 METERS (144.4 FEET) WEST
 CK2154'NORTHWEST OF BM NO 5 AND 9.0 METERS (29.5 FEET) EAST OF A POWERLINE
 CK2154'POLE.
 CK2154'THE MARK IS 1.00 METERS  N FROM  P
 CK2154'THE MARK IS 0.50 M BELOW HIGHWAY 170.
 CK2154
 CK2154                          STATION RECOVERY (1990)
 CK2154
 CK2154'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2154'RECOVERED IN GOOD CONDITION.
 CK2154
 CK2154                          STATION RECOVERY (1998)
 CK2154
 CK2154'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2154'STATION IS LOCATED 7.5 MILES (12.1 KM) SOUTHWEST OF BURTON, 10.2 MILES
 CK2154'(16.4 KM) WEST SOUTHWEST OF BEAUFORT.  OWNERSHIP--UNKNOWN.  TO REACH
 CK2154'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 802 (SAVANNAH HIGHWAY)
 CK2154'AND 170 (ROBERT SMALLS PARKWAY) , 3.7 MILES (6.0 KM) SOUTHWEST OF
 CK2154'BURTON, GO SOUTHWEST ON HIGHWAY 170 FOR 4.4 MILES (7.1 KM) TO THE
 CK2154'STATION ON THE LEFT NEAR A POWER POLE, JUST BEFORE REACHING THE BRIDGE
 CK2154'OVER CHECHESSEE RIVER.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT
 CK2154'(6.1 CM) AND 5.0 FEET (1.5 M) BELOW THE HIGHWAY, 79.3 FEET (24.2 M)
 CK2154'SOUTH OF THE CENTER OF THE HIGHWAY, 29.2 FEET (8.9 M) WEST OF THE
 CK2154'POWER POLE NUMBER 60/336708 WITH FIVE GUY WIRES, 7.8 FEET (2.4 M)
 CK2154'NORTH OF A 3.0-FOOT DOUBLE-TRUNKED PINE TREE WITH A SCGS REFERENCE
 CK2154'WASHER ATTACHED, 2.9 FEET (0.9 M) NORTH OF A WITNESS POST.
 CK2154'NOTE-MARGINAL GPS SITE.  RECOVERED BY C.J.  STONE.
 CK2154
 CK2154                          STATION RECOVERY (1998)
 CK2154
 CK2154'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0799 ***********************************************************************
 CK0799  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0799  DESIGNATION -  866 8311 TIDAL 1
 CK0799  PID         -  CK0799
 CK0799  STATE/COUNTY-  SC/BEAUFORT
 CK0799  USGS QUAD   -  SPRING ISLAND (1958)
 CK0799
 CK0799                         *CURRENT SURVEY CONTROL
 CK0799  ___________________________________________________________________
 CK0799* NAD 83(1986)-  32 22 27.     (N)    080 49 54.     (W)     SCALED    
 CK0799* NAVD 88     -         1.563  (meters)       5.13   (feet)  ADJUSTED  
 CK0799  ___________________________________________________________________
 CK0799  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK0799  DYNAMIC HT  -           1.561 (meters)       5.12  (feet)  COMP
 CK0799  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 CK0799
 CK0799  VERT ORDER  -  FIRST     CLASS II
 CK0799
 CK0799.The horizontal coordinates were scaled from a topographic map and have
 CK0799.an estimated accuracy of +/- 6 seconds.
 CK0799
 CK0799.The orthometric height was determined by differential leveling
 CK0799.and adjusted by the National Geodetic Survey in June 1991..
 CK0799
 CK0799.This Tidal Bench Mark is designated as VM 3811
 CK0799.by the Center for Operational Oceanographic Products and Services.
 CK0799
 CK0799.The geoid height was determined by GEOID03.
 CK0799
 CK0799.The dynamic height is computed by dividing the NAVD 88
 CK0799.geopotential number by the normal gravity value computed on the
 CK0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0799.degrees latitude (g = 980.6199 gals.).
 CK0799
 CK0799.The modeled gravity was interpolated from observed gravity values.
 CK0799
 CK0799;                    North         East    Units  Estimated Accuracy
 CK0799;SPC SC       -    60,000.      625,440.      MT  (+/- 180 meters Scaled)
 CK0799
 CK0799                          SUPERSEDED SURVEY CONTROL
 CK0799
 CK0799  NGVD 29 (03/21/89)    1.848  (m)            6.06   (f) ADJUSTED    1 2
 CK0799
 CK0799.Superseded values are not recommended for survey control.
 CK0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0799.See file dsdata.txt to determine how the superseded data were derived.
 CK0799
 CK0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR158819(NAD 83)
 CK0799_MARKER: DJ = TIDAL STATION DISK
 CK0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0799_STAMPING: NO 1
 CK0799_MARK LOGO: CGS   
 CK0799_PROJECTION: FLUSH
 CK0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0799+STABILITY: SURFACE MOTION
 CK0799
 CK0799  HISTORY     - Date     Condition        Report By
 CK0799  HISTORY     - UNK      MONUMENTED       CGS
 CK0799  HISTORY     - 1962     GOOD             NGS
 CK0799  HISTORY     - 1982     GOOD             SCGS
 CK0799  HISTORY     - 19980617 GOOD             USPSQD
 CK0799
 CK0799                          STATION DESCRIPTION
 CK0799
 CK0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0799'8.7 MI SW FROM BURTON.
 CK0799'0.4 MILE SOUTH ON STATE HIGHWAY 280 FROM THE POST OFFICE IN
 CK0799'BURTON, THENCE 4.1 MILES SOUTHWEST AND SOUTHEAST ON STATE HIGHWAY
 CK0799'281, THENCE 4.2 MILES ON STATE HIGHWAY 170 TO THE WEST SIDE OF
 CK0799'LEMON ISLAND.  178 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CK0799'CONCRETE BRIDGE OVER THE CHECHESSEE RIVER ON HIGHWAY 170, 365 FEET
 CK0799'SOUTH OF THE CENTER LINE OF HIGHWAY 170, 186 FEET NORTHWEST OF
 CK0799'TIDAL 2 (1934), 144 FEET WEST OF TIDAL 3 (1934), 63.5 FEET
 CK0799'NORTHEAST OF AN OLD ABANDONED DOCK, 10 FEET EAST OF THE HIGH
 CK0799'WATER LINE AND 1 FOOT NORTH OF A WOODEN WITNESS POST.  SET IN THE
 CK0799'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 CK0799'GROUND.
 CK0799
 CK0799                          STATION RECOVERY (1982)
 CK0799
 CK0799'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0799'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 CK0799'4.2 KILOMETERS (2.4 MILES) SOUTHWEST ALONG STATE HIGHWAY 170 FROM THE
 CK0799'SOUTHWEST END OF THE BROAD RIVER BRIDGE, SET 0.2 KILOMETERS
 CK0799'(0.1 MILES) NORTHEAST OF THE NORTHEAST END OF THE CHECHESSEE CREEK
 CK0799'BRIDGE, APPROXIMATELY 103.6 METERS (340.0 FEET) SOUTH OF THE CENTER
 CK0799'OF HIGHWAY 170, 20.8 METERS (68.4 FEET) NORTH OF THE CENTER OF THE
 CK0799'LANDWARD END OF THE DIKE LEADING TO AN OLD PIER, 2.7 METERS (9.0 FEET)
 CK0799'EAST OF THE STORM HIGH WATER LINE AND 0.4 METER (1.4 FEET) NORTH
 CK0799'OF A WHITE WOODEN WITNESS POST.
 CK0799'THE MARK IS 0.70 METERS  ENE FROM A WITNESS POST.
 CK0799'THE MARK IS ABOVE LEVEL WITH AREA.
 CK0799
 CK0799                          STATION RECOVERY (1998)
 CK0799
 CK0799'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0800 ***********************************************************************
 CK0800  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0800  DESIGNATION -  866 8311 TIDAL 2
 CK0800  PID         -  CK0800
 CK0800  STATE/COUNTY-  SC/BEAUFORT
 CK0800  USGS QUAD   -  SPRING ISLAND (1958)
 CK0800
 CK0800                         *CURRENT SURVEY CONTROL
 CK0800  ___________________________________________________________________
 CK0800* NAD 83(1986)-  32 22 25.     (N)    080 49 53.     (W)     SCALED    
 CK0800* NAVD 88     -         1.502  (meters)       4.93   (feet)  ADJUSTED  
 CK0800  ___________________________________________________________________
 CK0800  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK0800  DYNAMIC HT  -           1.500 (meters)       4.92  (feet)  COMP
 CK0800  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 CK0800
 CK0800  VERT ORDER  -  FIRST     CLASS II
 CK0800
 CK0800.The horizontal coordinates were scaled from a topographic map and have
 CK0800.an estimated accuracy of +/- 6 seconds.
 CK0800
 CK0800.The orthometric height was determined by differential leveling
 CK0800.and adjusted by the National Geodetic Survey in June 1991..
 CK0800
 CK0800.This Tidal Bench Mark is designated as VM 3812
 CK0800.by the Center for Operational Oceanographic Products and Services.
 CK0800
 CK0800.The geoid height was determined by GEOID03.
 CK0800
 CK0800.The dynamic height is computed by dividing the NAVD 88
 CK0800.geopotential number by the normal gravity value computed on the
 CK0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0800.degrees latitude (g = 980.6199 gals.).
 CK0800
 CK0800.The modeled gravity was interpolated from observed gravity values.
 CK0800
 CK0800;                    North         East    Units  Estimated Accuracy
 CK0800;SPC SC       -    59,930.      625,470.      MT  (+/- 180 meters Scaled)
 CK0800
 CK0800                          SUPERSEDED SURVEY CONTROL
 CK0800
 CK0800  NGVD 29 (03/21/89)    1.785  (m)            5.86   (f) ADJUSTED    1 2
 CK0800
 CK0800.Superseded values are not recommended for survey control.
 CK0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0800.See file dsdata.txt to determine how the superseded data were derived.
 CK0800
 CK0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR158818(NAD 83)
 CK0800_MARKER: DJ = TIDAL STATION DISK
 CK0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0800_STAMPING: NO. 2
 CK0800_MARK LOGO: CGS   
 CK0800_PROJECTION: PROJECTING 5 CENTIMETERS
 CK0800_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0800+STABILITY: SURFACE MOTION
 CK0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0800+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 CK0800
 CK0800  HISTORY     - Date     Condition        Report By
 CK0800  HISTORY     - UNK      MONUMENTED       CGS
 CK0800  HISTORY     - 1962     GOOD             NGS
 CK0800  HISTORY     - 1982     GOOD             SCGS
 CK0800  HISTORY     - 19980310 GOOD             SCGS
 CK0800  HISTORY     - 19980617 GOOD             USPSQD
 CK0800
 CK0800                          STATION DESCRIPTION
 CK0800
 CK0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0800'8.7 MI SW FROM BURTON.
 CK0800'0.4 MILE SOUTH ON STATE HIGHWAY 280 FROM THE POST OFFICE IN
 CK0800'BURTON, THENCE 4.1 MILES SOUTHWEST AND SOUTHEAST ON STATE
 CK0800'HIGHWAY 281, THENCE 4.2 MILES SOUTHWEST ON STATE HIGHWAY 170 TO
 CK0800'THE WEST SIDE OF LEMON ISLAND.  240 YARDS SOUTHEAST OF THE
 CK0800'SOUTHEAST CORNER OF THE CONCRETE BRIDGE OVER THE CHECHESSEE RIVER
 CK0800'ON HIGHWAY 170, 551 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 170,
 CK0800'186 FEET SOUTHEAST OF TIDAL 1 (1934), 164 FEET SOUTHEAST OF AN OLD
 CK0800'ABANDONED DOCK, 134 FEET SOUTH OF TIDAL 3 (1934), 45 FEET EAST OF
 CK0800'THE HIGH WATER LINE AND 1 FOOT NORTH OF A WOODEN WITNESS POST.  SET
 CK0800'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CK0800'LEVEL OF THE GROUND.
 CK0800
 CK0800                          STATION RECOVERY (1982)
 CK0800
 CK0800'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0800'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 CK0800'4.2 KILOMETERS (2.4 MILES) SOUTHWEST ALONG STATE HIGHWAY 170, FROM
 CK0800'THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, SET IN THE TIDAL MARSH
 CK0800'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, APPROXIMATELY
 CK0800'219.0 METERS (720.0 FEET) SOUTHEAST OF THE SOUTHEASY CORNER OF THE
 CK0800'CHECHESSEE BRIDGE, APPROXIMATELY 164.6 METERS (540.0 FEET) SOUTH
 CK0800'OF THE CENTER OF HIGHWAY 170, 10.8 METERS (36.0 FEET) NORTH NORTHEAST
 CK0800'OF THE STORM HIGH WATER LINE AND 61.2 METERS (201.0 FEET) SOUTHEAST
 CK0800'OF TIDAL NO 2.
 CK0800'THE MARK IS 0.60 METERS  NW FROM A WITNESS POST.
 CK0800'THE MARK IS ABOVE LEVEL WITH AREA.
 CK0800
 CK0800                          STATION RECOVERY (1998)
 CK0800
 CK0800'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK0800'STATION IS LOCATED 7.55 MILES (12.15 KM) SOUTHWEST OF BURTON, 10.2
 CK0800'MILES (16.4 KM) WEST SOUTHWEST OF BEAUFORT.  OWNERSHIP--UNKNOWN.  TO
 CK0800'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 802 (SAVANNAH
 CK0800'HIGHWAY) AND 170 (ROBERT SMALLS PARKWAY) , 3.7 MILES (6.0 KM)
 CK0800'SOUTHWEST OF BURTON, GO SOUTHWEST ON HIGHWAY 170 FOR 4.35 MILES (7.00
 CK0800'KM) TO A DIRT DRIVEWAY LEFT LEADING TO A BRICK HOME, JUST BEFORE
 CK0800'REACHING THE BRIDGE OVER THE CHECHESSEE RIVER, TURN LEFT ON THE
 CK0800'DRIVEWAY FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT IN THE
 CK0800'MARSH.  STATION IS A CONCRETE POST PROJECTING 0.4 FOOT, (12.2 CM)
 CK0800'122.3 FEET (37.3 M) SOUTHWEST OF THE WEST CORNER OF THE TWO-STORY
 CK0800'BRICK HOUSE, APPROXIMATELY 720.0 FEET (219.5 M) SOUTHEAST OF THE
 CK0800'SOUTHEAST CORNER OF THE BRIDGE, 540.0 FEET (164.6 M) SOUTH OF THE
 CK0800'CENTER OF THE HIGHWAY, 1.9 FEET (0.6 M) NORTH NORTHWEST OF A WITNESS
 CK0800'POST.  RECOVERED BY C.J.  STONE.
 CK0800
 CK0800                          STATION RECOVERY (1998)
 CK0800
 CK0800'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0798 ***********************************************************************
 CK0798  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0798  DESIGNATION -  866 8311 TIDAL 3
 CK0798  PID         -  CK0798
 CK0798  STATE/COUNTY-  SC/BEAUFORT
 CK0798  USGS QUAD   -  SPRING ISLAND (1958)
 CK0798
 CK0798                         *CURRENT SURVEY CONTROL
 CK0798  ___________________________________________________________________
 CK0798* NAD 83(1986)-  32 22 26.     (N)    080 49 54.     (W)     SCALED    
 CK0798* NAVD 88     -         1.754  (meters)       5.75   (feet)  ADJUSTED  
 CK0798  ___________________________________________________________________
 CK0798  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 CK0798  DYNAMIC HT  -           1.753 (meters)       5.75  (feet)  COMP
 CK0798  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 CK0798
 CK0798  VERT ORDER  -  SECOND    CLASS 0
 CK0798
 CK0798.The horizontal coordinates were scaled from a topographic map and have
 CK0798.an estimated accuracy of +/- 6 seconds.
 CK0798
 CK0798.The orthometric height was determined by differential leveling
 CK0798.and adjusted by the National Geodetic Survey in June 1991..
 CK0798
 CK0798.This Tidal Bench Mark is designated as VM 3813
 CK0798.by the Center for Operational Oceanographic Products and Services.
 CK0798
 CK0798.The geoid height was determined by GEOID03.
 CK0798
 CK0798.The dynamic height is computed by dividing the NAVD 88
 CK0798.geopotential number by the normal gravity value computed on the
 CK0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0798.degrees latitude (g = 980.6199 gals.).
 CK0798
 CK0798.The modeled gravity was interpolated from observed gravity values.
 CK0798
 CK0798;                    North         East    Units  Estimated Accuracy
 CK0798;SPC SC       -    59,960.      625,440.      MT  (+/- 180 meters Scaled)
 CK0798
 CK0798                          SUPERSEDED SURVEY CONTROL
 CK0798
 CK0798  NGVD 29 (03/21/89)    2.038  (m)            6.69   (f) ADJUSTED    2 0
 CK0798
 CK0798.Superseded values are not recommended for survey control.
 CK0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0798.See file dsdata.txt to determine how the superseded data were derived.
 CK0798
 CK0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR158818(NAD 83)
 CK0798_MARKER: DJ = TIDAL STATION DISK
 CK0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0798_STAMPING: NO 3
 CK0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0798+STABILITY: SURFACE MOTION
 CK0798
 CK0798  HISTORY     - Date     Condition        Report By
 CK0798  HISTORY     - UNK      MONUMENTED       CGS
 CK0798  HISTORY     - 1962     GOOD             NGS
 CK0798  HISTORY     - 1982     MARK NOT FOUND   SCGS
 CK0798  HISTORY     - 19980310 MARK NOT FOUND   SCGS
 CK0798  HISTORY     - 19980617 MARK NOT FOUND   USPSQD
 CK0798
 CK0798                          STATION DESCRIPTION
 CK0798
 CK0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0798'8.7 MI SW FROM BURTON.
 CK0798'0.4 MILE SOUTH ON STATE HIGHWAY 280 FROM THE POST OFFICE IN
 CK0798'BURTON, THENCE 4.1 MILES SOUTHWEST AND SOUTHEAST ON STATE HIGHWAY
 CK0798'281, THENCE 4.2 MILES SOUTHWEST ON STATE HIGHWAY 170 TO THE
 CK0798'WEST SIDE OF LEMON ISLAND.  226 YARDS SOUTHEAST OF THE SOUTHEAST
 CK0798'CORNER OF THE CONCRETE BRIDGE OVER THE CHECHESSEE RIVER ON
 CK0798'HIGHWAY 170, 419 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 170, 144
 CK0798'FEET EAST OF TIDAL 1 (1934), 134 FEET NORTH OF TIDAL 2 (1934), 80
 CK0798'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE FLOOR OF
 CK0798'AN OLD BUILDING AND 1.5 FEET SOUTH OF A WOODEN WITNESS POST.
 CK0798'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 CK0798'LEVEL OF THE GROUND.
 CK0798
 CK0798                          STATION RECOVERY (1982)
 CK0798
 CK0798'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0798'NOT RECOVERED, A THOROUGH SEARCH WAS CONDUCTED WITH NO RESULTS.
 CK0798
 CK0798                          STATION RECOVERY (1998)
 CK0798
 CK0798'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK0798'NOT RECOVERED, ONLY GOOD MEASUREMENT LED TO AN AREA OF NEW
 CK0798'CONSTRUCTION, SEARCHED 15 MINUTES WITH NO RESULTS.  RECOVERY BY C.J.
 CK0798'STONE.
 CK0798
 CK0798                          STATION RECOVERY (1998)
 CK0798
 CK0798'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0787 ***********************************************************************
 CK0787  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0787  DESIGNATION -  866 8445 TIDAL 1
 CK0787  PID         -  CK0787
 CK0787  STATE/COUNTY-  SC/BEAUFORT
 CK0787  USGS QUAD   -  PARRIS ISLAND (1979)
 CK0787
 CK0787                         *CURRENT SURVEY CONTROL
 CK0787  ___________________________________________________________________
 CK0787* NAD 83(2001)-  32 21 02.37654(N)    080 40 12.75794(W)     ADJUSTED  
 CK0787* NAVD 88     -         2.528  (meters)       8.29   (feet)  ADJUSTED  
 CK0787  ___________________________________________________________________
 CK0787  X           -     874,349.400 (meters)                     COMP
 CK0787  Y           -  -5,321,981.725 (meters)                     COMP
 CK0787  Z           -   3,393,328.602 (meters)                     COMP
 CK0787  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 CK0787  ELLIP HEIGHT-         -29.22  (meters)          (02/10/03) GPS OBS
 CK0787  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK0787  DYNAMIC HT  -           2.525 (meters)       8.28  (feet)  COMP
 CK0787  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CK0787
 CK0787  HORZ ORDER  -  FIRST
 CK0787  VERT ORDER  -  FIRST     CLASS II
 CK0787  ELLP ORDER  -  FOURTH    CLASS II
 CK0787
 CK0787.The horizontal coordinates were established by GPS observations
 CK0787.and adjusted by the National Geodetic Survey in February 2003..
 CK0787
 CK0787.The orthometric height was determined by differential leveling
 CK0787.and adjusted by the National Geodetic Survey in November 2000..
 CK0787.No vertical observational check was made to the station.
 CK0787.WARNING-Repeat measurements at this control monument indicate possible
 CK0787.vertical movement.
 CK0787
 CK0787.This Tidal Bench Mark is designated as VM 3819
 CK0787.by the Center for Operational Oceanographic Products and Services.
 CK0787
 CK0787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK0787
 CK0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0787
 CK0787.The ellipsoidal height was determined by GPS observations
 CK0787.and is referenced to NAD 83.
 CK0787
 CK0787.The geoid height was determined by GEOID03.
 CK0787
 CK0787.The dynamic height is computed by dividing the NAVD 88
 CK0787.geopotential number by the normal gravity value computed on the
 CK0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0787.degrees latitude (g = 980.6199 gals.).
 CK0787
 CK0787.The modeled gravity was interpolated from observed gravity values.
 CK0787
 CK0787;                    North         East     Units Scale Factor Converg.
 CK0787;SPC SC       -    57,424.950   640,645.341   MT  1.00005593   +0 10 58.2
 CK0787;SPC SC       -   188,402.07  2,101,854.79   iFT  1.00005593   +0 10 58.2
 CK0787;UTM  17      - 3,579,352.591   531,031.314   MT  0.99961187   +0 10 35.3
 CK0787
 CK0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0787!SPC SC       -   1.00000459  x   1.00005593  =   1.00006052
 CK0787!UTM  17      -   1.00000459  x   0.99961187  =   0.99961646
 CK0787
 CK0787|---------------------------------------------------------------------|
 CK0787| PID    Reference Object                     Distance      Geod. Az  |
 CK0787|                                                           dddmmss.s |
 CK0787| AI7195 ARCHER                               63.899 METERS 05411     |
 CK0787|---------------------------------------------------------------------|
 CK0787
 CK0787                          SUPERSEDED SURVEY CONTROL
 CK0787
 CK0787  NAD 83(1995)-  32 21 02.37618(N)    080 40 12.75822(W) AD(       ) 1
 CK0787  ELLIP H (08/25/00)  -29.20   (m)                       GP(       ) 2 2
 CK0787  NAD 83(1986)-  32 21 02.38768(N)    080 40 12.76745(W) AD(       ) 1
 CK0787  NAVD 88 (06/15/91)    2.532  (m)            8.31   (f) UNKNOWN     1 2
 CK0787  NGVD 29 (03/21/89)    2.815  (m)            9.24   (f) ADJUSTED    1 2
 CK0787
 CK0787.Superseded values are not recommended for survey control.
 CK0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0787.See file dsdata.txt to determine how the superseded data were derived.
 CK0787
 CK0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3103179353(NAD 83)
 CK0787_MARKER: DJ = TIDAL STATION DISK
 CK0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0787_SP_SET: WALL
 CK0787_STAMPING: NO 1 1933
 CK0787_MARK LOGO: CGS   
 CK0787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0787+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 CK0787
 CK0787  HISTORY     - Date     Condition        Report By
 CK0787  HISTORY     - 1933     MONUMENTED       CGS
 CK0787  HISTORY     - 1962     GOOD             NGS
 CK0787  HISTORY     - 1974     GOOD             NGS
 CK0787  HISTORY     - 1982     GOOD             SCGS
 CK0787  HISTORY     - 19950202 GOOD             USPSQD
 CK0787  HISTORY     - 19980305 GOOD             SCGS
 CK0787  HISTORY     - 20030421 GOOD             SCGS
 CK0787
 CK0787                          STATION DESCRIPTION
 CK0787
 CK0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0787'AT PARRIS ISLAND.
 CK0787'AT THE MARINE TRAINING STATION ON PARRIS ISLAND, 89 FEET NORTH OF
 CK0787'THE INTERSECTION OF NICARAGUE AND TRIPOLI STREETS, 18 FEET
 CK0787'NORTHWEST OF THE CENTER LINE OF TRIPOLI STREET AND 1 FOOT ABOVE
 CK0787'THE LEVEL OF THE STREET.  SET IN A DRILL HOLE ON THE SOUTHEAST
 CK0787'END OF CONCRETE RETAINING WALL OF THE PARRIS ISLAND MARINE
 CK0787'BARRACKS WET SLIP.
 CK0787
 CK0787                          STATION RECOVERY (1974)
 CK0787
 CK0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0787'RECOVERED IN GOOD CONDITION.
 CK0787
 CK0787                          STATION RECOVERY (1982)
 CK0787
 CK0787'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0787'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS
 CK0787'ADEQUATE EXCEPT ADD
 CK0787'THE MARK IS ABOVE LEVEL WITH TOP OF WALL.
 CK0787
 CK0787                          STATION RECOVERY (1995)
 CK0787
 CK0787'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK0787'RECOVERED IN GOOD CONDITION.
 CK0787
 CK0787                          STATION RECOVERY (1998)
 CK0787
 CK0787'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK0787'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTH OF BEAUFORT, 2.4 MILES
 CK0787'(3.9 KM) SOUTHEAST OF PORT ROYAL.  OWNERSHIP--PARRIS ISLAND MARINE
 CK0787'BASE, CHIEF ENGINEER, PUBLIC WORKS DEPARTMENT, BUILDING 852, PARRIS
 CK0787'ISLAND, SC 29902, PHONE 803-525-2432.  TO REACH THE STATION FROM THE
 CK0787'JUNCTION OF STATE HIGHWAY 280 (SAVANNAH HIGHWAY) AND 802 (PARRIS
 CK0787'ISLAND GATEWAY) , 2.65 MILES (4.26 KM) WEST NORTHWEST OF PORT ROYAL,
 CK0787'GO SOUTHEAST ON HIGHWAY 802 FOR 1.05 MILES (1.69 KM) TO AN EXIT RIGHT
 CK0787'(ENTRANCE TO PARIS ISLAND MARINE BASE) , BEAR RIGHT ON EXIT ROAD FOR
 CK0787'0.2 MILE (0.3 KM) TO A GUARD GATE, CONTINUE AHEAD ON ROAD FOR 3.7
 CK0787'MILES (6.0 KM) TO A T-JUNCTION (MEXICO STREET) , TURN RIGHT ON MEXICO
 CK0787'STREET FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF TRIPOLI STREET, TURN
 CK0787'LEFT ON TRIPOLI STREET FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE
 CK0787'LEFT IN THE SOUTHEAST END OF A CONCRETE RETAINING WALL FOR A WET SLIP,
 CK0787'JUST BEFORE REACHING BUILDING NUMBER 163 (NAVAL CRIMINAL INVESTIGATIVE
 CK0787'SERVICE RESIDENT AGENCY) .  STATION IS A DISK IN A DRILL HOLE IN A
 CK0787'CONCRETE RETAINING WALL AND 1.0 FOOT (0.3 M) ABOVE THE STREET, 20.2
 CK0787'FEET (6.2 M) SOUTHWEST OF THE CENTER OF TRIPOLI STREET, 12.1 FEET (3.7
 CK0787'M) EAST OF A 2.3-FOOT PALMETTO TREE, 58.1 FEET (17.7 M) NORTHEAST OF A
 CK0787'CONCRETE SECURITY LIGHT POST, 7.8 FEET (2.4 M) NORTHEAST OF THE EAST
 CK0787'CORNER OF A 6-FOOT BY 18-FOOT CONCRETE PAD, 121.2 FEET (36.9 M) WEST
 CK0787'OF A POWER POLE NUMBER 1092 WITH THREE TRANSFORMERS AND TWO GUY WIRES,
 CK0787'245.0 FEET (74.7 M) EAST OF TIDAL BENCH MARK 866 8445 TIDAL 2.
 CK0787'RECOVERED BY C.J.  STONE.
 CK0787
 CK0787                          STATION RECOVERY (2003)
 CK0787
 CK0787'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK0787'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0789 ***********************************************************************
 CK0789  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0789  DESIGNATION -  866 8445 TIDAL 2
 CK0789  PID         -  CK0789
 CK0789  STATE/COUNTY-  SC/BEAUFORT
 CK0789  USGS QUAD   -  PARRIS ISLAND (1979)
 CK0789
 CK0789                         *CURRENT SURVEY CONTROL
 CK0789  ___________________________________________________________________
 CK0789* NAD 83(1986)-  32 21 02.     (N)    080 40 10.     (W)     SCALED    
 CK0789* NAVD 88     -         2.615  (meters)       8.58   (feet)  ADJUSTED  
 CK0789  ___________________________________________________________________
 CK0789  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK0789  DYNAMIC HT  -           2.612 (meters)       8.57  (feet)  COMP
 CK0789  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CK0789
 CK0789  VERT ORDER  -  FIRST     CLASS II
 CK0789
 CK0789.The horizontal coordinates were scaled from a topographic map and have
 CK0789.an estimated accuracy of +/- 6 seconds.
 CK0789
 CK0789.The orthometric height was determined by differential leveling
 CK0789.and adjusted by the National Geodetic Survey in June 1991..
 CK0789.WARNING-Repeat measurements at this control monument indicate possible
 CK0789.vertical movement.
 CK0789
 CK0789.This Tidal Bench Mark is designated as VM 3820
 CK0789.by the Center for Operational Oceanographic Products and Services.
 CK0789
 CK0789.The geoid height was determined by GEOID03.
 CK0789
 CK0789.The dynamic height is computed by dividing the NAVD 88
 CK0789.geopotential number by the normal gravity value computed on the
 CK0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0789.degrees latitude (g = 980.6199 gals.).
 CK0789
 CK0789.The modeled gravity was interpolated from observed gravity values.
 CK0789
 CK0789;                    North         East    Units  Estimated Accuracy
 CK0789;SPC SC       -    57,410.      640,720.      MT  (+/- 180 meters Scaled)
 CK0789
 CK0789                          SUPERSEDED SURVEY CONTROL
 CK0789
 CK0789  NGVD 29 (03/21/89)    2.899  (m)            9.51   (f) ADJUSTED    1 2
 CK0789
 CK0789.Superseded values are not recommended for survey control.
 CK0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0789.See file dsdata.txt to determine how the superseded data were derived.
 CK0789
 CK0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR311793(NAD 83)
 CK0789_MARKER: DJ = TIDAL STATION DISK
 CK0789_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK0789_SP_SET: RETAINING WALL
 CK0789_STAMPING: NO 2 1933
 CK0789_MARK LOGO: CGS   
 CK0789_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0789+STABILITY: SURFACE MOTION
 CK0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0789+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1998
 CK0789
 CK0789  HISTORY     - Date     Condition        Report By
 CK0789  HISTORY     - 1933     MONUMENTED       CGS
 CK0789  HISTORY     - 1962     GOOD             NGS
 CK0789  HISTORY     - 1974     GOOD             NGS
 CK0789  HISTORY     - 1982     GOOD             SCGS
 CK0789  HISTORY     - 19950202 GOOD             USPSQD
 CK0789  HISTORY     - 19980305 GOOD             SCGS
 CK0789
 CK0789                          STATION DESCRIPTION
 CK0789
 CK0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0789'AT PARRIS ISLAND.
 CK0789'AT THE MARINE TRAINING STATION ON PARRIS ISLAND, 65 FEET NORTHWEST
 CK0789'OF THE CENTER LINE OF TRIPOLI STREET.  SET IN A DRILL HOLE IN
 CK0789'THE NORTHEAST WALL OF WET SLIP ACROSS THE SLIP FROM THE POWER
 CK0789'HOUSE AND ACROSS TRIPOLI STREET FROM THE LYCEUM BUILDING.
 CK0789
 CK0789                          STATION RECOVERY (1974)
 CK0789
 CK0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0789'RECOVERED IN GOOD CONDITION.
 CK0789
 CK0789                          STATION RECOVERY (1982)
 CK0789
 CK0789'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0789'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS
 CK0789'ADEQUATE EXCEPT ADD
 CK0789'THE MARK IS ABOVE LEVEL WITH TOP OF WALL.
 CK0789
 CK0789                          STATION RECOVERY (1995)
 CK0789
 CK0789'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK0789'RECOVERED IN GOOD CONDITION.
 CK0789
 CK0789                          STATION RECOVERY (1998)
 CK0789
 CK0789'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK0789'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTH OF BEAUFORT, 2.4 MILES
 CK0789'(3.9 KM) SOUTHEAST OF PORT ROYAL.  OWNERSHIP--PARRIS ISLAND MARINE
 CK0789'BASE, CHIEF ENGINEER, PUBLIC WORKS DEPARTMENT, BUILDING 852, PARRIS
 CK0789'ISLAND, SC 29902, PHONE 803-525-2432.  TO REACH THE STATION FROM THE
 CK0789'JUNCTION OF STATE HIGHWAY 280 (SAVANNAH HIGHWAY) AND 802 (PARRIS
 CK0789'ISLAND GATEWAY), 2.65 MILES (4.26 KM) WEST NORTHWEST OF PORT ROYAL, GO
 CK0789'SOUTHEAST ON HIGHWAY 802 FOR 1.05 MILES (1.69 KM) TO AN EXIT RIGHT
 CK0789'(ENTRANCE TO PARIS ISLAND MARINE BASE), BEAR RIGHT ON EXIT ROAD FOR
 CK0789'0.2 MILE (0.3 KM) TO A GUARD GATE, CONTINUE AHEAD ON ROAD FOR 3.7
 CK0789'MILES (6.0 KM) TO A T-JUNCTION (MEXICO STREET), TURN RIGHT ON MEXICO
 CK0789'STREET FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF TRIPOLI STREET, TURN
 CK0789'LEFT ON TRIPOLI STREET FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 CK0789'LEFT IN THE TOP OF THE SOUTHEAST RETAINING WALL FOR A WET SLIP, ACROSS
 CK0789'TRIPOLI STREET FROM BUILDING NUMBER 18.  STATION IS A DISK IN A DRILL
 CK0789'HOLE IN A CONCRETE RETAINING WALL AND 1.0 FOOT (0.3 M) ABOVE THE
 CK0789'STREET, 74.4 FEET (22.7 M) NORTH NORTHWEST OF THE CENTER OF TRIPOLI
 CK0789'STREET, 245.0 FEET (74.7 M) WEST OF TIDAL BENCH MARK 866 8445 TIDAL 1.
 CK0789'RECOVERED BY C.J. STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0788 ***********************************************************************
 CK0788  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0788  DESIGNATION -  866 8445 TIDAL 4
 CK0788  PID         -  CK0788
 CK0788  STATE/COUNTY-  SC/BEAUFORT
 CK0788  USGS QUAD   -  PARRIS ISLAND (1979)
 CK0788
 CK0788                         *CURRENT SURVEY CONTROL
 CK0788  ___________________________________________________________________
 CK0788* NAD 83(1986)-  32 21 02.     (N)    080 40 09.     (W)     SCALED    
 CK0788* NAVD 88     -         2.795  (meters)       9.17   (feet)  ADJUSTED  
 CK0788  ___________________________________________________________________
 CK0788  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK0788  DYNAMIC HT  -           2.792 (meters)       9.16  (feet)  COMP
 CK0788  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CK0788
 CK0788  VERT ORDER  -  FIRST     CLASS II
 CK0788
 CK0788.The horizontal coordinates were scaled from a topographic map and have
 CK0788.an estimated accuracy of +/- 6 seconds.
 CK0788
 CK0788.The orthometric height was determined by differential leveling
 CK0788.and adjusted by the National Geodetic Survey in June 1991..
 CK0788
 CK0788.This Tidal Bench Mark is designated as VM 3821
 CK0788.by the Center for Operational Oceanographic Products and Services.
 CK0788
 CK0788.The geoid height was determined by GEOID03.
 CK0788
 CK0788.The dynamic height is computed by dividing the NAVD 88
 CK0788.geopotential number by the normal gravity value computed on the
 CK0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0788.degrees latitude (g = 980.6199 gals.).
 CK0788
 CK0788.The modeled gravity was interpolated from observed gravity values.
 CK0788
 CK0788;                    North         East    Units  Estimated Accuracy
 CK0788;SPC SC       -    57,410.      640,740.      MT  (+/- 180 meters Scaled)
 CK0788
 CK0788                          SUPERSEDED SURVEY CONTROL
 CK0788
 CK0788  NGVD 29 (03/21/89)    3.078  (m)           10.10   (f) ADJUSTED    1 2
 CK0788
 CK0788.Superseded values are not recommended for survey control.
 CK0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0788.See file dsdata.txt to determine how the superseded data were derived.
 CK0788
 CK0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR311793(NAD 83)
 CK0788_MARKER: DJ = TIDAL STATION DISK
 CK0788_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0788_SP_SET: STEPS
 CK0788_STAMPING: 4 1942
 CK0788_MARK LOGO: CGS   
 CK0788_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0788+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1998
 CK0788
 CK0788  HISTORY     - Date     Condition        Report By
 CK0788  HISTORY     - 1942     MONUMENTED       CGS
 CK0788  HISTORY     - 1962     GOOD             NGS
 CK0788  HISTORY     - 1974     GOOD             NGS
 CK0788  HISTORY     - 1982     GOOD             SCGS
 CK0788  HISTORY     - 19950202 GOOD             USPSQD
 CK0788  HISTORY     - 19980305 GOOD             SCGS
 CK0788
 CK0788                          STATION DESCRIPTION
 CK0788
 CK0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0788'AT PARRIS ISLAND.
 CK0788'AT THE ADMINISTRATION BUILDING AT THE PARRIS ISLAND MARINE
 CK0788'TRAINING STATION.  210 FEET SOUTHEAST OF THE CENTER LINEOF
 CK0788'BOULEVARD DE FRANCE AND 1.5 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 CK0788'SET IN A DRILL HOLE ON PILE SUPPORTED BRICK STEPS AT THE SOUTHEASTERN
 CK0788'MOST ENTRANCE ON THE NORTHEAST SIDE OF THE BRICK ADMINISTRATION
 CK0788'BUILDING, NO. 154.
 CK0788
 CK0788                          STATION RECOVERY (1974)
 CK0788
 CK0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0788'RECOVERED IN GOOD CONDITION.
 CK0788
 CK0788                          STATION RECOVERY (1982)
 CK0788
 CK0788'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0788'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE EXCEPT
 CK0788'ADD
 CK0788'THE MARK IS 0.5 M ABOVE CONCRETE SIDEWALK.
 CK0788
 CK0788                          STATION RECOVERY (1995)
 CK0788
 CK0788'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK0788'RECOVERED IN GOOD CONDITION.
 CK0788
 CK0788                          STATION RECOVERY (1998)
 CK0788
 CK0788'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK0788'STATION IS LOCATED 5.6 MILES (9.0 KM) SOUTH OF BEAUFORT, 2.4 MILES
 CK0788'(3.9 KM) SOUTHEAST OF PORT ROYAL.  OWNERSHIP--PARRIS ISLAND MARINE
 CK0788'BASE, CHIEF ENGINEER, PUBLIC WORKS DEPARTMENT, BUILDING 852, PARRIS
 CK0788'ISLAND, SC 29902, PHONE 803-525-2432.  TO REACH THE STATION FROM THE
 CK0788'JUNCTION OF STATE HIGHWAY 280 (SAVANNAH HIGHWAY) AND 802 (PARRIS
 CK0788'ISLAND GATEWAY), 2.65 MILES (4.26 KM) WEST NORTHWEST OF PORT ROYAL, GO
 CK0788'SOUTHEAST ON HIGHWAY 802 FOR 1.05 MILES (1.69 KM) TO AN EXIT RIGHT
 CK0788'(ENTRANCE TO PARIS ISLAND MARINE BASE), BEAR RIGHT ON EXIT ROAD FOR
 CK0788'0.2 MILE (0.3 KM) TO A GUARD GATE, CONTINUE AHEAD ON ROAD FOR 3.55
 CK0788'MILES (5.71 KM) TO THE STATION ON THE RIGHT SET IN THE 2ND STEP OF THE
 CK0788'SOUTHEAST MOST ENTRANCE ON THE NORTHEAST SIDE OF AN ADMINISTRATION
 CK0788'BUILDING NUMBER 154.  STATION IS A DISK IN A DRILL HOLE IN THE BRICK
 CK0788'STEP AND 1.0 FOOT (0.3 M) ABOVE THE SIDEWALK, 20.3 FEET (6.2 M) EAST
 CK0788'SOUTHEAST OF THE NORTH CORNER OF THE SOUTHEAST WING OF THE BUILDING,
 CK0788'25.2 FEET (7.7 M) NORTH NORTHWEST OF THE EAST CORNER OF THE SOUTHEAST
 CK0788'WING OF THE BUILDING, 20.3 FEET (6.2 M) SOUTHWEST OF THE CENTER OF THE
 CK0788'ROAD, 40.1 FEET (12.2 M) SOUTHWEST OF THE SOUTH CORNER OF A 6.0-FOOT
 CK0788'BRICK RETAINING WALL. RECOVERED BY C.J. STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2162 ***********************************************************************
 CK2162  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2162  DESIGNATION -  866 8445 TIDAL 5
 CK2162  PID         -  CK2162
 CK2162  STATE/COUNTY-  SC/BEAUFORT
 CK2162  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2162
 CK2162                         *CURRENT SURVEY CONTROL
 CK2162  ___________________________________________________________________
 CK2162* NAD 83(1986)-  32 21 02.     (N)    080 40 10.     (W)     SCALED    
 CK2162* NAVD 88     -         2.570  (meters)       8.43   (feet)  ADJUSTED  
 CK2162  ___________________________________________________________________
 CK2162  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CK2162  DYNAMIC HT  -           2.567 (meters)       8.42  (feet)  COMP
 CK2162  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CK2162
 CK2162  VERT ORDER  -  FIRST     CLASS II
 CK2162
 CK2162.The horizontal coordinates were scaled from a topographic map and have
 CK2162.an estimated accuracy of +/- 6 seconds.
 CK2162
 CK2162.The orthometric height was determined by differential leveling
 CK2162.and adjusted by the National Geodetic Survey in June 1991..
 CK2162
 CK2162.This Tidal Bench Mark is designated as VM 3822
 CK2162.by the Center for Operational Oceanographic Products and Services.
 CK2162
 CK2162.The geoid height was determined by GEOID03.
 CK2162
 CK2162.The dynamic height is computed by dividing the NAVD 88
 CK2162.geopotential number by the normal gravity value computed on the
 CK2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2162.degrees latitude (g = 980.6199 gals.).
 CK2162
 CK2162.The modeled gravity was interpolated from observed gravity values.
 CK2162
 CK2162;                    North         East    Units  Estimated Accuracy
 CK2162;SPC SC       -    57,410.      640,720.      MT  (+/- 180 meters Scaled)
 CK2162
 CK2162                          SUPERSEDED SURVEY CONTROL
 CK2162
 CK2162  NGVD 29 (03/21/89)    2.854  (m)            9.36   (f) ADJUSTED    1 2
 CK2162
 CK2162.Superseded values are not recommended for survey control.
 CK2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2162.See file dsdata.txt to determine how the superseded data were derived.
 CK2162
 CK2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR311793(NAD 83)
 CK2162_MARKER: DJ = TIDAL STATION DISK
 CK2162_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CK2162_SP_SET: UNSPECIFIED DEEP
 CK2162_STAMPING: N0 5 1973
 CK2162_MARK LOGO: NOS   
 CK2162_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2162
 CK2162  HISTORY     - Date     Condition        Report By
 CK2162  HISTORY     - 1973     MONUMENTED       NOS
 CK2162  HISTORY     - 1982     GOOD             SCGS
 CK2162  HISTORY     - 19950202 GOOD             USPSQD
 CK2162  HISTORY     - 19980720 GOOD             SCGS
 CK2162
 CK2162                          STATION DESCRIPTION
 CK2162
 CK2162'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2162'IN PARRIS ISLAND.
 CK2162'AT THE MARINE CORPS TRAINING STATION ON PARIS ISLAND, SET NORTH
 CK2162'NORTHWEST OF OF TRIPOLI STREET, IN THE TOP OF THE EAST WALL OF
 CK2162'A WET SLIP, ACROSS THE SLIP FROM THE POWER PLANT, 18.9 METERS
 CK2162'(61.9 FEET) WEST OF A POWERLINE POLE NUMBER 1091, 20.5 METERS
 CK2162'(67.2 FEET) SOUTHEAST OF A CONCRETE LAMP POST, 8.2 METERS
 CK2162'(27.0 FEET) NORTH NORTHWEST OF A 48 INCH CEDAR TREE, 23.3 METERS
 CK2162'(75.6 FEET) SOUTH SOUTHEAST OF THE CENTERLINE OF TRIPOLI STREET,
 CK2162'0.3 METERS (1.0 FEET) WEST OF THE MOST EASTERLY SHIP TIE.
 CK2162'THE MARK IS ABOVE LEVEL WITH TOP OF WALL.
 CK2162
 CK2162                          STATION RECOVERY (1995)
 CK2162
 CK2162'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2162'RECOVERED IN GOOD CONDITION.
 CK2162
 CK2162                          STATION RECOVERY (1998)
 CK2162
 CK2162'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2162'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2144 ***********************************************************************
 CK2144  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2144  DESIGNATION -  866 8482 D TIDAL
 CK2144  PID         -  CK2144
 CK2144  STATE/COUNTY-  SC/JASPER
 CK2144  USGS QUAD   -  JASPER (1979)
 CK2144
 CK2144                         *CURRENT SURVEY CONTROL
 CK2144  ___________________________________________________________________
 CK2144* NAD 83(1986)-  32 20 50.     (N)    080 53 25.     (W)     SCALED    
 CK2144* NAVD 88     -         6.362  (meters)      20.87   (feet)  ADJUSTED  
 CK2144  ___________________________________________________________________
 CK2144  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK2144  DYNAMIC HT  -           6.354 (meters)      20.85  (feet)  COMP
 CK2144  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CK2144
 CK2144  VERT ORDER  -  FIRST     CLASS II
 CK2144
 CK2144.The horizontal coordinates were scaled from a topographic map and have
 CK2144.an estimated accuracy of +/- 6 seconds.
 CK2144
 CK2144.The orthometric height was determined by differential leveling
 CK2144.and adjusted by the National Geodetic Survey in June 1991..
 CK2144
 CK2144.This Tidal Bench Mark is designated as VM 4492
 CK2144.by the Center for Operational Oceanographic Products and Services.
 CK2144
 CK2144.The geoid height was determined by GEOID03.
 CK2144
 CK2144.The dynamic height is computed by dividing the NAVD 88
 CK2144.geopotential number by the normal gravity value computed on the
 CK2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2144.degrees latitude (g = 980.6199 gals.).
 CK2144
 CK2144.The modeled gravity was interpolated from observed gravity values.
 CK2144
 CK2144;                    North         East    Units  Estimated Accuracy
 CK2144;SPC SC       -    57,000.      619,930.      MT  (+/- 180 meters Scaled)
 CK2144
 CK2144                          SUPERSEDED SURVEY CONTROL
 CK2144
 CK2144  NGVD 29 (03/21/89)    6.646  (m)           21.80   (f) ADJUSTED    1 2
 CK2144
 CK2144.Superseded values are not recommended for survey control.
 CK2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2144.See file dsdata.txt to determine how the superseded data were derived.
 CK2144
 CK2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR103789(NAD 83)
 CK2144_MARKER: DJ = TIDAL STATION DISK
 CK2144_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2144_SP_SET: GALVANIZED STEEL ROD
 CK2144_STAMPING: 8482 D 1978
 CK2144_MARK LOGO: NOS   
 CK2144_PROJECTION: FLUSH
 CK2144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2144+STABILITY: POSITION/ELEVATION WELL
 CK2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2144+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 CK2144_ROD/PIPE-DEPTH: 9.80 meters
 CK2144
 CK2144  HISTORY     - Date     Condition        Report By
 CK2144  HISTORY     - 1978     MONUMENTED       NOS
 CK2144  HISTORY     - 1982     GOOD             SCGS
 CK2144  HISTORY     - 20020618 GOOD             USPSQD
 CK2144
 CK2144                          STATION DESCRIPTION
 CK2144
 CK2144'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2144'11.4 KM (7.1 MI) NNE FROM BLUFFTON.
 CK2144'8.6 KILOMETERS (5.4 MILES) SOUTHWEST ALONG STATE HIGHWAY 170, FROM
 CK2144'THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE 2.7 KILOMETERS
 CK2144'(1.7 MILES) SOUTH ALONG COUNTY ROAD S-7-18, LEADING TO BAILEYS
 CK2144'LANDING SET BY A WHITE ENTRANCE PILLAR LEADING TO A ONE STORY GREEN
 CK2144'HOUSE AT A SHARP CURVE IN THE COUNTY ROAD, 10.7 METERS (35.0 FEET)
 CK2144'SOUTH OF THE APPROXIMATE CENTER OF COUNTY ROAD S-4-18, 4.0 METERS
 CK2144'(13.0 FEET) EAST OF THE APPROXIMATE CENTER OF A GRAVEL DRIVE
 CK2144'LEADING TO THE HOUSE, 1.1 METERS (3.5 FEET) EAST OF THE EASTERLY
 CK2144'CINDER BLOCK POST AT THE ENTRANCE OF THE DRIVEWAY AND 0.3 METER
 CK2144'(1.0 FOOT) NORTH OF A WHITE WOOD FENCE.
 CK2144'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2144
 CK2144                          STATION RECOVERY (2002)
 CK2144
 CK2144'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2143 ***********************************************************************
 CK2143  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2143  DESIGNATION -  866 8482 E TIDAL
 CK2143  PID         -  CK2143
 CK2143  STATE/COUNTY-  SC/JASPER
 CK2143  USGS QUAD   -  JASPER (1979)
 CK2143
 CK2143                         *CURRENT SURVEY CONTROL
 CK2143  ___________________________________________________________________
 CK2143* NAD 83(1986)-  32 20 51.     (N)    080 53 29.     (W)     SCALED    
 CK2143* NAVD 88     -         6.464  (meters)      21.21   (feet)  ADJUSTED  
 CK2143  ___________________________________________________________________
 CK2143  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK2143  DYNAMIC HT  -           6.456 (meters)      21.18  (feet)  COMP
 CK2143  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CK2143
 CK2143  VERT ORDER  -  FIRST     CLASS II
 CK2143
 CK2143.The horizontal coordinates were scaled from a topographic map and have
 CK2143.an estimated accuracy of +/- 6 seconds.
 CK2143
 CK2143.The orthometric height was determined by differential leveling
 CK2143.and adjusted by the National Geodetic Survey in June 1991..
 CK2143
 CK2143.This Tidal Bench Mark is designated as VM 4493
 CK2143.by the Center for Operational Oceanographic Products and Services.
 CK2143
 CK2143.The geoid height was determined by GEOID03.
 CK2143
 CK2143.The dynamic height is computed by dividing the NAVD 88
 CK2143.geopotential number by the normal gravity value computed on the
 CK2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2143.degrees latitude (g = 980.6199 gals.).
 CK2143
 CK2143.The modeled gravity was interpolated from observed gravity values.
 CK2143
 CK2143;                    North         East    Units  Estimated Accuracy
 CK2143;SPC SC       -    57,030.      619,830.      MT  (+/- 180 meters Scaled)
 CK2143
 CK2143                          SUPERSEDED SURVEY CONTROL
 CK2143
 CK2143  NGVD 29 (03/21/89)    6.748  (m)           22.14   (f) ADJUSTED    1 2
 CK2143
 CK2143.Superseded values are not recommended for survey control.
 CK2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2143.See file dsdata.txt to determine how the superseded data were derived.
 CK2143
 CK2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR102789(NAD 83)
 CK2143_MARKER: DJ = TIDAL STATION DISK
 CK2143_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2143_SP_SET: GALVANIZED STEEL ROD
 CK2143_STAMPING: 8482 E 1978
 CK2143_MARK LOGO: NOS   
 CK2143_PROJECTION: FLUSH
 CK2143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2143+STABILITY: POSITION/ELEVATION WELL
 CK2143_ROD/PIPE-DEPTH: 7.0  meters
 CK2143
 CK2143  HISTORY     - Date     Condition        Report By
 CK2143  HISTORY     - 1978     MONUMENTED       NOS
 CK2143  HISTORY     - 1982     GOOD             SCGS
 CK2143  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK2143
 CK2143                          STATION DESCRIPTION
 CK2143
 CK2143'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2143'11.4 KM (7.1 MI) NNE FROM BLUFFTON.
 CK2143'8.6 KILOMETERS (5.4 MILES) SOUTHWEST ALONG STATE HIGHWAY 170, FROM
 CK2143'THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE 2.7 KILOMETERS
 CK2143'(1.7 MILES) SOUTH ALONG COUNTY ROAD S-7-18, LEADING TO BAILEYS
 CK2143'LANDING, SET IN THE SOUTHWEST ANGLE OF A DIRT ROAD LEADING WEST TO THE
 CK2143'OKEETEE RIVER ESTATES, 36.6 METERS (120.0 FEET) NORTH NORTHWEST
 CK2143'OF THE APPROXIMATE CENTER OF A SHARP CURVE IN COUNTY ROAD S-7-18,
 CK2143'5.8 METERS (19.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF THE DIRT
 CK2143'ROAD, 8.5 METERS (28.0 FEET) WEST OF THE APPROXIMATE CENTER OF
 CK2143'COUNTY ROAD S-7-18, 5.4 METERS (17.6 FEET) EAST OF THE NORTHEAST
 CK2143'CORNER OF A FIVE FOOT HIGH CHAIN LINK FENCE, 10.1 METERS (33.0 FEET)
 CK2143'NORTH OF A TELEPHONE POLE AND A TELEPHONE JUNCTION BOX.
 CK2143'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
 CK2143
 CK2143                          STATION RECOVERY (2002)
 CK2143
 CK2143'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2143'NOT FOUND.  SEARCHED NEAR SR 7-18 AND CARDINAL LANE WITH MICRONTA
 CK2143'4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2142 ***********************************************************************
 CK2142  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2142  DESIGNATION -  866 8482 F TIDAL
 CK2142  PID         -  CK2142
 CK2142  STATE/COUNTY-  SC/JASPER
 CK2142  USGS QUAD   -  JASPER (1979)
 CK2142
 CK2142                         *CURRENT SURVEY CONTROL
 CK2142  ___________________________________________________________________
 CK2142* NAD 83(1986)-  32 20 55.     (N)    080 53 27.     (W)     SCALED    
 CK2142* NAVD 88     -         6.329  (meters)      20.76   (feet)  ADJUSTED  
 CK2142  ___________________________________________________________________
 CK2142  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK2142  DYNAMIC HT  -           6.322 (meters)      20.74  (feet)  COMP
 CK2142  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 CK2142
 CK2142  VERT ORDER  -  FIRST     CLASS II
 CK2142
 CK2142.The horizontal coordinates were scaled from a topographic map and have
 CK2142.an estimated accuracy of +/- 6 seconds.
 CK2142
 CK2142.The orthometric height was determined by differential leveling
 CK2142.and adjusted by the National Geodetic Survey in June 1991..
 CK2142
 CK2142.This Tidal Bench Mark is designated as VM 4494
 CK2142.by the Center for Operational Oceanographic Products and Services.
 CK2142
 CK2142.The geoid height was determined by GEOID03.
 CK2142
 CK2142.The dynamic height is computed by dividing the NAVD 88
 CK2142.geopotential number by the normal gravity value computed on the
 CK2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2142.degrees latitude (g = 980.6199 gals.).
 CK2142
 CK2142.The modeled gravity was interpolated from observed gravity values.
 CK2142
 CK2142;                    North         East    Units  Estimated Accuracy
 CK2142;SPC SC       -    57,150.      619,880.      MT  (+/- 180 meters Scaled)
 CK2142
 CK2142                          SUPERSEDED SURVEY CONTROL
 CK2142
 CK2142  NGVD 29 (03/21/89)    6.614  (m)           21.70   (f) ADJUSTED    1 2
 CK2142
 CK2142.Superseded values are not recommended for survey control.
 CK2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2142.See file dsdata.txt to determine how the superseded data were derived.
 CK2142
 CK2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR102790(NAD 83)
 CK2142_MARKER: DJ = TIDAL STATION DISK
 CK2142_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2142_SP_SET: GALVANIZED STEEL ROD
 CK2142_STAMPING: 8482 F 1978
 CK2142_MARK LOGO: NOS   
 CK2142_PROJECTION: FLUSH
 CK2142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2142+STABILITY: POSITION/ELEVATION WELL
 CK2142_ROD/PIPE-DEPTH: 7.00 meters
 CK2142
 CK2142  HISTORY     - Date     Condition        Report By
 CK2142  HISTORY     - 1978     MONUMENTED       NOS
 CK2142  HISTORY     - 1982     GOOD             SCGS
 CK2142  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 CK2142
 CK2142                          STATION DESCRIPTION
 CK2142
 CK2142'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2142'11.4 KM (7.1 MI) NNW FROM BLUFFTON.
 CK2142'8.6 KILOMETERS (5.4 MILES) SOUTHWEST ALONG STATE HIGHWAY 170,
 CK2142'FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE 2.7
 CK2142'KILOMETERS (1.7 MILES) SOUTH  ALONG COUNTY ROAD S-7-18, LEADING
 CK2142'TO BAILEYS LANDING, SET 0.1 KILOMETERS (0.5 MILES) NORTH OF A
 CK2142'SHARP CURVE OF COUNTY ROAD S-4-18, IN THE NORTHWEST ANGLE OF THE
 CK2142'INTERSECTION OF A SAND ROAD LEADING WEST, 3.0 METERS (10.0 FEET)
 CK2142'SOUTHEAST OF A 12 INCH PECAN TREE, 9.4 METERS (31.0 FEET) SOUTH
 CK2142'OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 9.8 METERS (32.0 FEET)
 CK2142'WEST OF THE CENTERLINE OF HIGHWAY S-7-18, 104.2 METERS (342.0 FEET)
 CK2142'NORTH OF 8482 D,
 CK2142'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2142
 CK2142                          STATION RECOVERY (2002)
 CK2142
 CK2142'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2142'NOT FOUND.  SEARCHED W SIDE OF SR 7-18 WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0819 ***********************************************************************
 CK0819  DESIGNATION -  866 8482 TIDAL 1
 CK0819  PID         -  CK0819
 CK0819  STATE/COUNTY-  SC/BEAUFORT
 CK0819  USGS QUAD   -  JASPER (1979)
 CK0819
 CK0819                         *CURRENT SURVEY CONTROL
 CK0819  ___________________________________________________________________
 CK0819* NAD 83(1986)-  32 20 40.     (N)    080 53 16.     (W)     SCALED    
 CK0819* NAVD 88     -         6.114  (meters)      20.06   (feet)  ADJUSTED  
 CK0819  ___________________________________________________________________
 CK0819  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK0819  DYNAMIC HT  -           6.108 (meters)      20.04  (feet)  COMP
 CK0819  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CK0819
 CK0819  VERT ORDER  -  SECOND    CLASS 0
 CK0819
 CK0819.The horizontal coordinates were scaled from a topographic map and have
 CK0819.an estimated accuracy of +/- 6 seconds.
 CK0819
 CK0819.The orthometric height was determined by differential leveling
 CK0819.and adjusted by the National Geodetic Survey in June 1991..
 CK0819
 CK0819.The geoid height was determined by GEOID03.
 CK0819
 CK0819.The dynamic height is computed by dividing the NAVD 88
 CK0819.geopotential number by the normal gravity value computed on the
 CK0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0819.degrees latitude (g = 980.6199 gals.).
 CK0819
 CK0819.The modeled gravity was interpolated from observed gravity values.
 CK0819
 CK0819;                    North         East    Units  Estimated Accuracy
 CK0819;SPC SC       -    56,690.      620,170.      MT  (+/- 180 meters Scaled)
 CK0819
 CK0819                          SUPERSEDED SURVEY CONTROL
 CK0819
 CK0819  NGVD 29 (??/??/92)    6.331  (m)           20.77   (f) ADJ UNCH    2 0
 CK0819
 CK0819.Superseded values are not recommended for survey control.
 CK0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0819.See file dsdata.txt to determine how the superseded data were derived.
 CK0819
 CK0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR105786(NAD 83)
 CK0819_MARKER: DB = BENCH MARK DISK
 CK0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0819_SP_SET: CON TILE
 CK0819_STAMPING: NO 1
 CK0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0819
 CK0819  HISTORY     - Date     Condition        Report By
 CK0819  HISTORY     - 1934     MONUMENTED       CGS
 CK0819  HISTORY     - 1955     GOOD             NGS
 CK0819  HISTORY     - 1982     MARK NOT FOUND   SCGS
 CK0819  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 CK0819
 CK0819                          STATION DESCRIPTION
 CK0819
 CK0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0819'14.4 MI NW FROM BLUFFTON.
 CK0819'ABOUT 7.55 MILES NORTH AND NORTHWEST ALONG STATE HIGHWAY 462
 CK0819'FROM THE JUNCTION OF STATE HIGHWAY 46 AT BLUFFTON, THENCE 4.4
 CK0819'MILES NORTH ALONG STATE HIGHWAY 170, THENCE 2.3 MILES EAST ALONG
 CK0819'A BLACK TOP ROAD, THENCE 0.1 SOUTH ALONG A PRIVATE ROAD TO
 CK0819'BAILEYS LANDING, 34 FEET NORTH OF THE TOP OF THE HIGH BANK OF
 CK0819'THE OKATIE RIVER, 24 FEET EAST OF THE TOP OF A BANK ALONG AND
 CK0819'INLET, 15 FEET NORTH OF A FORKED 36-INCH OAK TREE, 11 FEET
 CK0819'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF A HOUSE AND IN
 CK0819'THE TOP OF A CONCRETE FILLED TILE PIPE THAT IS ABOUT FLUSH WITH
 CK0819'THE GROUND.
 CK0819
 CK0819                          STATION RECOVERY (1982)
 CK0819
 CK0819'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0819'NOT RECOVERED, A THOROUGH SEARCH WAS CONDUCTED WITH NO RESULTS.
 CK0819
 CK0819                          STATION RECOVERY (2002)
 CK0819
 CK0819'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK0819'NOT FOUND.  SEARCHED NEAR CORNER OF HOUSE WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0818 ***********************************************************************
 CK0818  DESIGNATION -  866 8482 TIDAL 2
 CK0818  PID         -  CK0818
 CK0818  STATE/COUNTY-  SC/BEAUFORT
 CK0818  USGS QUAD   -  JASPER (1979)
 CK0818
 CK0818                         *CURRENT SURVEY CONTROL
 CK0818  ___________________________________________________________________
 CK0818* NAD 83(1986)-  32 20 41.     (N)    080 53 16.     (W)     SCALED    
 CK0818* NAVD 88     -         6.178  (meters)      20.27   (feet)  ADJUSTED  
 CK0818  ___________________________________________________________________
 CK0818  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK0818  DYNAMIC HT  -           6.171 (meters)      20.25  (feet)  COMP
 CK0818  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CK0818
 CK0818  VERT ORDER  -  SECOND    CLASS 0
 CK0818
 CK0818.The horizontal coordinates were scaled from a topographic map and have
 CK0818.an estimated accuracy of +/- 6 seconds.
 CK0818
 CK0818.The orthometric height was determined by differential leveling
 CK0818.and adjusted by the National Geodetic Survey in June 1991..
 CK0818
 CK0818.The geoid height was determined by GEOID03.
 CK0818
 CK0818.The dynamic height is computed by dividing the NAVD 88
 CK0818.geopotential number by the normal gravity value computed on the
 CK0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0818.degrees latitude (g = 980.6199 gals.).
 CK0818
 CK0818.The modeled gravity was interpolated from observed gravity values.
 CK0818
 CK0818;                    North         East    Units  Estimated Accuracy
 CK0818;SPC SC       -    56,720.      620,170.      MT  (+/- 180 meters Scaled)
 CK0818
 CK0818                          SUPERSEDED SURVEY CONTROL
 CK0818
 CK0818  NGVD 29 (??/??/92)    6.394  (m)           20.98   (f) ADJ UNCH    2 0
 CK0818
 CK0818.Superseded values are not recommended for survey control.
 CK0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0818.See file dsdata.txt to determine how the superseded data were derived.
 CK0818
 CK0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR105786(NAD 83)
 CK0818_MARKER: DB = BENCH MARK DISK
 CK0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0818_SP_SET: CON TILE
 CK0818_STAMPING: NO 2
 CK0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0818
 CK0818  HISTORY     - Date     Condition        Report By
 CK0818  HISTORY     - 1934     MONUMENTED       CGS
 CK0818  HISTORY     - 1955     GOOD             NGS
 CK0818  HISTORY     - 1982     MARK NOT FOUND   SCGS
 CK0818  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 CK0818
 CK0818                          STATION DESCRIPTION
 CK0818
 CK0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0818'14.4 MI NW FROM BLUFFTON.
 CK0818'ABOUT 7.55 MILES NORTH AND NORTHWEST ALONG STATE HIGHWAY 462
 CK0818'FROM THE JUNCTION OF STATE HIGHWAY 46 AT BLUFFTON, THENCE 4.4
 CK0818'MILES NORTH ALONG STATE HIGHWAY 170, THENCE 2.3 MILES EAST ALONG A
 CK0818'BLACK TOP ROAD, THENCE 0.1 MILE SOUTH ALONG A PRIVATE ROAD TO
 CK0818'BAILEYS LANDING, 36 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CK0818'102 FEET NORTH OF THE TOP OF THE HIGH BANK OF THE OKATIE RIVER,
 CK0818'37 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO-STORY HOUSE,
 CK0818'38 FEET SOUTHWEST OF A 24-INCH PINE, 18 FEET WEST-NORTHWEST OF A
 CK0818'36-INCH OAK AND IN THE TOP OF A CONCRETE FILLED TILE PIPE.
 CK0818
 CK0818                          STATION RECOVERY (1982)
 CK0818
 CK0818'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0818'NOT RECOVERED, A THOROUGH SEARCH WAS CONDUCTED WITH NO RESULTS.
 CK0818
 CK0818                          STATION RECOVERY (2002)
 CK0818
 CK0818'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK0818'NOT FOUND.  SEARCHED NEAR BLUFF WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0820 ***********************************************************************
 CK0820  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0820  DESIGNATION -  866 8482 TIDAL 3
 CK0820  PID         -  CK0820
 CK0820  STATE/COUNTY-  SC/BEAUFORT
 CK0820  USGS QUAD   -  JASPER (1979)
 CK0820
 CK0820                         *CURRENT SURVEY CONTROL
 CK0820  ___________________________________________________________________
 CK0820* NAD 83(1986)-  32 20 40.     (N)    080 53 17.     (W)     SCALED    
 CK0820* NAVD 88     -         6.368  (meters)      20.89   (feet)  ADJUSTED  
 CK0820  ___________________________________________________________________
 CK0820  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK0820  DYNAMIC HT  -           6.361 (meters)      20.87  (feet)  COMP
 CK0820  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CK0820
 CK0820  VERT ORDER  -  FIRST     CLASS II
 CK0820
 CK0820.The horizontal coordinates were scaled from a topographic map and have
 CK0820.an estimated accuracy of +/- 6 seconds.
 CK0820
 CK0820.The orthometric height was determined by differential leveling
 CK0820.and adjusted by the National Geodetic Survey in June 1991..
 CK0820.WARNING-Repeat measurements at this control monument indicate possible
 CK0820.vertical movement.
 CK0820
 CK0820.This Tidal Bench Mark is designated as VM 4490
 CK0820.by the Center for Operational Oceanographic Products and Services.
 CK0820
 CK0820.The geoid height was determined by GEOID03.
 CK0820
 CK0820.The dynamic height is computed by dividing the NAVD 88
 CK0820.geopotential number by the normal gravity value computed on the
 CK0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0820.degrees latitude (g = 980.6199 gals.).
 CK0820
 CK0820.The modeled gravity was interpolated from observed gravity values.
 CK0820
 CK0820;                    North         East    Units  Estimated Accuracy
 CK0820;SPC SC       -    56,690.      620,140.      MT  (+/- 180 meters Scaled)
 CK0820
 CK0820                          SUPERSEDED SURVEY CONTROL
 CK0820
 CK0820  NGVD 29 (03/21/89)    6.653  (m)           21.83   (f) ADJUSTED    1 2
 CK0820
 CK0820.Superseded values are not recommended for survey control.
 CK0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0820.See file dsdata.txt to determine how the superseded data were derived.
 CK0820
 CK0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR105786(NAD 83)
 CK0820_MARKER: DJ = TIDAL STATION DISK
 CK0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0820_SP_SET: CON TILE
 CK0820_MARK LOGO: CGS   
 CK0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0820
 CK0820  HISTORY     - Date     Condition        Report By
 CK0820  HISTORY     - 1934     MONUMENTED       CGS
 CK0820  HISTORY     - 1962     GOOD             NGS
 CK0820  HISTORY     - 1971     GOOD
 CK0820  HISTORY     - 1982     GOOD             SCGS
 CK0820  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK0820  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 CK0820
 CK0820                          STATION DESCRIPTION
 CK0820
 CK0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0820'13 MI SW FROM BURTON.
 CK0820'0.4 MILE SOUTHWEST ON STATE HIGHWAY 280 FROM THE POST OFFICE IN
 CK0820'BURTON, THENCE 4.1 MILES SOUTHWEST AND SOUTHEAST ON STATE HIGHWAY
 CK0820'281, THENCE 7.95 MILES SOUTHWEST ON STATE HIGHWAY 170, THENCE
 CK0820'0.45 MILE SOUTHEAST ON BLACKTOPPED ROAD TO PINCKNEY STORE, THENCE
 CK0820'0.1 MILE SOUTH ON PRIVATE ROAD TO BAILEYS LANDING. 74 FEET
 CK0820'SOUTHEAST OF A 36 INCH OAK TREE, 43 FEET NORTH OF THE TOP OF THE
 CK0820'HIGH BANK ALONG THE OKATE RIVER, 12 FEET SOUTH OF THE NORTH
 CK0820'CORNER OF A 1 STORIED HOUSE AND UNDER THE EAVE.  SET IN THE TOP
 CK0820'OF A CONCRETE FILLED TILE PIPE PROJECTING 3 INCHES ABOVE THE
 CK0820'GROUND.
 CK0820
 CK0820                          STATION RECOVERY (1971)
 CK0820
 CK0820'RECOVERED 1971
 CK0820'RECOVERED IN GOOD CONDITION.
 CK0820
 CK0820                          STATION RECOVERY (1982)
 CK0820
 CK0820'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0820'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 CK0820'8.6 KILOMETERS (5.4 MILES) SOUTHWEST ALONG STATE HIGHWAY 170 FROM
 CK0820'THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE 2.7 KILOMETERS
 CK0820'(1.7 MILES) SOUTH ALONG COUNTY R0AD S-7-18, THENCE 0.2 KILOMETERS
 CK0820'(0.1 MILES) S0UTH ALONG A PRIVATE ROAD, SET AT THE TOP OF THE BLUFF
 CK0820'TO THE RIGHT OF A SMALL SQUARE SINGLE STORY HOUSE, 10.4 METERS
 CK0820'(34.0 FEET) WEST OF THE SOUTHWEST CORNER OF THE HIGHTOWN RESIDENCE,
 CK0820'11.9 METERS (39.0 FEET) NORTH NORTHEAST OF THE EDGE OF THE BLUFF
 CK0820'14.7 METERS (48.3 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CK0820'NIMMER RESIDENCE,
 CK0820'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK0820
 CK0820                          STATION RECOVERY (1990)
 CK0820
 CK0820'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK0820'MARK NOT FOUND.
 CK0820
 CK0820                          STATION RECOVERY (2002)
 CK0820
 CK0820'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK0820'NOT FOUND.  SEARCHED NEAR SEVERAL BEACH HOUSES WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2352 ***********************************************************************
 CK2352  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2352  DESIGNATION -  866 8498 D TIDAL
 CK2352  PID         -  CK2352
 CK2352  STATE/COUNTY-  SC/BEAUFORT
 CK2352  USGS QUAD   -  FRIPPS INLET (1979)
 CK2352
 CK2352                         *CURRENT SURVEY CONTROL
 CK2352  ___________________________________________________________________
 CK2352* NAD 83(1986)-  32 20 38.     (N)    080 27 48.     (W)     SCALED    
 CK2352* NAVD 88     -         2.116  (meters)       6.94   (feet)  ADJUSTED  
 CK2352  ___________________________________________________________________
 CK2352  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK2352  DYNAMIC HT  -           2.113 (meters)       6.93  (feet)  COMP
 CK2352  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 CK2352
 CK2352  VERT ORDER  -  FIRST     CLASS II
 CK2352
 CK2352.The horizontal coordinates were scaled from a topographic map and have
 CK2352.an estimated accuracy of +/- 6 seconds.
 CK2352
 CK2352.The orthometric height was determined by differential leveling
 CK2352.and adjusted by the National Geodetic Survey in June 1991..
 CK2352
 CK2352.This Tidal Bench Mark is designated as VM 4499
 CK2352.by the Center for Operational Oceanographic Products and Services.
 CK2352
 CK2352.The geoid height was determined by GEOID03.
 CK2352
 CK2352.The dynamic height is computed by dividing the NAVD 88
 CK2352.geopotential number by the normal gravity value computed on the
 CK2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2352.degrees latitude (g = 980.6199 gals.).
 CK2352
 CK2352.The modeled gravity was interpolated from observed gravity values.
 CK2352
 CK2352;                    North         East    Units  Estimated Accuracy
 CK2352;SPC SC       -    56,760.      660,120.      MT  (+/- 180 meters Scaled)
 CK2352
 CK2352                          SUPERSEDED SURVEY CONTROL
 CK2352
 CK2352  NGVD 29 (03/21/89)    2.398  (m)            7.87   (f) ADJUSTED    1 2
 CK2352
 CK2352.Superseded values are not recommended for survey control.
 CK2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2352.See file dsdata.txt to determine how the superseded data were derived.
 CK2352
 CK2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR505786(NAD 83)
 CK2352_MARKER: DJ = TIDAL STATION DISK
 CK2352_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2352_SP_SET: GALVANIZED STEEL ROD
 CK2352_STAMPING: 8498 D 1977
 CK2352_MARK LOGO: NOS   
 CK2352_PROJECTION: FLUSH
 CK2352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2352_ROD/PIPE-DEPTH: 4.60 meters
 CK2352
 CK2352  HISTORY     - Date     Condition        Report By
 CK2352  HISTORY     - 1977     MONUMENTED       NOS
 CK2352  HISTORY     - 1983     GOOD             SCGS
 CK2352  HISTORY     - 1989     GOOD             USPSQD
 CK2352  HISTORY     - 19950314 GOOD             USPSQD
 CK2352
 CK2352                          STATION DESCRIPTION
 CK2352
 CK2352'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2352'IN HUNTING ISLAND.
 CK2352'IN HUNTING ISLAND, 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG U.S.
 CK2352'HIGHWAY 21 FROM THE NORTH END OF THE CONCRETE BRIDGE THAT CROSSES
 CK2352'FRIPPS INLET, SET IN THE SOUTH ANGLE OF THE INTERSECTION OF A PAVED
 CK2352'ROAD, 15.0 METERS (49.2 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF
 CK2352'HIGHWAY, 11.45 METERS (37.6 FEET) SOUTH-SOUTHWEST OF THE APPROXIMATE
 CK2352'CENTER OF THE PAVED ROAD, 3.98 METERS (13.1 FEET) NORTHEAST OF POWER
 CK2352'POLE NUMBER 272301 WITH A WITNESS SIGN ATTACHED AND FOUR GUY WIRES.
 CK2352'THE MARK IS 1.20 M BELOW HIGHWAY 21.
 CK2352
 CK2352                          STATION RECOVERY (1989)
 CK2352
 CK2352'RECOVERY NOTE BY US POWER SQUADRON 1989 (FCH)
 CK2352'RECOVERED IN GOOD CONDITION.
 CK2352
 CK2352                          STATION RECOVERY (1995)
 CK2352
 CK2352'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2354 ***********************************************************************
 CK2354  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2354  DESIGNATION -  866 8498 E TIDAL
 CK2354  PID         -  CK2354
 CK2354  STATE/COUNTY-  SC/BEAUFORT
 CK2354  USGS QUAD   -  FRIPPS INLET (1979)
 CK2354
 CK2354                         *CURRENT SURVEY CONTROL
 CK2354  ___________________________________________________________________
 CK2354* NAD 83(1986)-  32 20 38.     (N)    080 27 48.     (W)     SCALED    
 CK2354* NAVD 88     -         1.571  (meters)       5.15   (feet)  ADJUSTED  
 CK2354  ___________________________________________________________________
 CK2354  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK2354  DYNAMIC HT  -           1.570 (meters)       5.15  (feet)  COMP
 CK2354  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 CK2354
 CK2354  VERT ORDER  -  FIRST     CLASS II
 CK2354
 CK2354.The horizontal coordinates were scaled from a topographic map and have
 CK2354.an estimated accuracy of +/- 6 seconds.
 CK2354
 CK2354.The orthometric height was determined by differential leveling
 CK2354.and adjusted by the National Geodetic Survey in June 1991..
 CK2354
 CK2354.This Tidal Bench Mark is designated as VM 4500
 CK2354.by the Center for Operational Oceanographic Products and Services.
 CK2354
 CK2354.The geoid height was determined by GEOID03.
 CK2354
 CK2354.The dynamic height is computed by dividing the NAVD 88
 CK2354.geopotential number by the normal gravity value computed on the
 CK2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2354.degrees latitude (g = 980.6199 gals.).
 CK2354
 CK2354.The modeled gravity was interpolated from observed gravity values.
 CK2354
 CK2354;                    North         East    Units  Estimated Accuracy
 CK2354;SPC SC       -    56,760.      660,120.      MT  (+/- 180 meters Scaled)
 CK2354
 CK2354                          SUPERSEDED SURVEY CONTROL
 CK2354
 CK2354  NGVD 29 (03/21/89)    1.853  (m)            6.08   (f) ADJUSTED    1 2
 CK2354
 CK2354.Superseded values are not recommended for survey control.
 CK2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2354.See file dsdata.txt to determine how the superseded data were derived.
 CK2354
 CK2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR505786(NAD 83)
 CK2354_MARKER: DJ = TIDAL STATION DISK
 CK2354_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2354_SP_SET: GALVANIZED STEEL ROD
 CK2354_STAMPING: 8498 E 1977
 CK2354_MARK LOGO: NOS   
 CK2354_PROJECTION: FLUSH
 CK2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2354_ROD/PIPE-DEPTH: 4.60 meters
 CK2354
 CK2354  HISTORY     - Date     Condition        Report By
 CK2354  HISTORY     - 1977     MONUMENTED       NOS
 CK2354  HISTORY     - 1983     GOOD             SCGS
 CK2354  HISTORY     - 1989     GOOD             USPSQD
 CK2354  HISTORY     - 19950314 GOOD             USPSQD
 CK2354
 CK2354                          STATION DESCRIPTION
 CK2354
 CK2354'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2354'IN HUNTING ISLAND.
 CK2354'IN HUNTING ISLAND, 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG U.S.
 CK2354'HIGHWAY 21 FROM THE NORTH END OF THE CONCRETE BRIDGE THAT CROSSES
 CK2354'FRIPPS INLET, THENCE 0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG A SAND
 CK2354'ROAD, SET IN THE WEST ANGLE OF THE INTERSECTION OF A OLD BOAT RAMP
 CK2354'ROAD, 6.22 METERS (20.4 FEET) SOUTHWEST OF THE APPROXIMATE CENTER OF
 CK2354'THE SAND ROAD, 5.6 METERS (18.4 FEET) NORTHEAST OF A LONE 12-INCH PINE
 CK2354'TREE, 5.3 METERS (17.4 FEET) WEST-NORTHWEST OF THE APPROXIMATE CENTER
 CK2354'OF THE BOAT RAMP ROAD.
 CK2354'THE MARK IS 1.80 METERS  ENE FROM A WITNESS POST.
 CK2354'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2354
 CK2354                          STATION RECOVERY (1989)
 CK2354
 CK2354'RECOVERY NOTE BY US POWER SQUADRON 1989 (FCH)
 CK2354'RECOVERED IN GOOD CONDITION.
 CK2354
 CK2354                          STATION RECOVERY (1995)
 CK2354
 CK2354'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2353 ***********************************************************************
 CK2353  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2353  DESIGNATION -  866 8498 F TIDAL
 CK2353  PID         -  CK2353
 CK2353  STATE/COUNTY-  SC/BEAUFORT
 CK2353  USGS QUAD   -  FRIPPS INLET (1979)
 CK2353
 CK2353                         *CURRENT SURVEY CONTROL
 CK2353  ___________________________________________________________________
 CK2353* NAD 83(1986)-  32 20 38.     (N)    080 27 48.     (W)     SCALED    
 CK2353* NAVD 88     -         1.992  (meters)       6.54   (feet)  ADJUSTED  
 CK2353  ___________________________________________________________________
 CK2353  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 CK2353  DYNAMIC HT  -           1.990 (meters)       6.53  (feet)  COMP
 CK2353  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 CK2353
 CK2353  VERT ORDER  -  FIRST     CLASS II
 CK2353
 CK2353.The horizontal coordinates were scaled from a topographic map and have
 CK2353.an estimated accuracy of +/- 6 seconds.
 CK2353
 CK2353.The orthometric height was determined by differential leveling
 CK2353.and adjusted by the National Geodetic Survey in June 1991..
 CK2353
 CK2353.This Tidal Bench Mark is designated as VM 4501
 CK2353.by the Center for Operational Oceanographic Products and Services.
 CK2353
 CK2353.The geoid height was determined by GEOID03.
 CK2353
 CK2353.The dynamic height is computed by dividing the NAVD 88
 CK2353.geopotential number by the normal gravity value computed on the
 CK2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2353.degrees latitude (g = 980.6199 gals.).
 CK2353
 CK2353.The modeled gravity was interpolated from observed gravity values.
 CK2353
 CK2353;                    North         East    Units  Estimated Accuracy
 CK2353;SPC SC       -    56,760.      660,120.      MT  (+/- 180 meters Scaled)
 CK2353
 CK2353                          SUPERSEDED SURVEY CONTROL
 CK2353
 CK2353  NGVD 29 (03/21/89)    2.274  (m)            7.46   (f) ADJUSTED    1 2
 CK2353
 CK2353.Superseded values are not recommended for survey control.
 CK2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2353.See file dsdata.txt to determine how the superseded data were derived.
 CK2353
 CK2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR505786(NAD 83)
 CK2353_MARKER: DJ = TIDAL STATION DISK
 CK2353_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2353_SP_SET: GALVANIZED STEEL ROD
 CK2353_STAMPING: 8498 F 1977
 CK2353_MARK LOGO: NOS   
 CK2353_PROJECTION: FLUSH
 CK2353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2353_ROD/PIPE-DEPTH: 4.60 meters
 CK2353
 CK2353  HISTORY     - Date     Condition        Report By
 CK2353  HISTORY     - 1977     MONUMENTED       NOS
 CK2353  HISTORY     - 1983     GOOD             SCGS
 CK2353  HISTORY     - 1988     GOOD             USPSQD
 CK2353  HISTORY     - 1989     GOOD             USPSQD
 CK2353  HISTORY     - 19950314 GOOD             USPSQD
 CK2353
 CK2353                          STATION DESCRIPTION
 CK2353
 CK2353'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983
 CK2353'IN HUNTING ISLAND.
 CK2353'IN HUNTING ISLAND, 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG U.S.
 CK2353'HIGHWAY 21 FROM THE NORTH END OF THE CONCRETE BRIDGE THAT CROSSES
 CK2353'FRIPPS INLET, THENCE 0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG A SAND
 CK2353'ROAD, SET NEAR A PALMETTO TREE, 76.4 METERS (250.5 FEET)
 CK2353'EAST-SOUTHEAST OF 866 8498 E TIDAL, 4.25 METERS (13.9 FEET)
 CK2353'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD,
 CK2353'3.70 METERS (12.1 FEET) WEST-SOUTHWEST OF THE PALMETTO TREE WITH A
 CK2353'WITNESS SIGN ATTACHED.
 CK2353'THE MARK IS 0.90 METERS  SSW FROM A WITNESS POST.
 CK2353'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK2353
 CK2353                          STATION RECOVERY (1988)
 CK2353
 CK2353'RECOVERY NOTE BY US POWER SQUADRON 1988 (FCH)
 CK2353'RECOVERED IN GOOD CONDITION.
 CK2353
 CK2353                          STATION RECOVERY (1989)
 CK2353
 CK2353'RECOVERY NOTE BY US POWER SQUADRON 1989 (FCH)
 CK2353'RECOVERED IN GOOD CONDITION.
 CK2353
 CK2353                          STATION RECOVERY (1995)
 CK2353
 CK2353'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2146 ***********************************************************************
 CK2146  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2146  DESIGNATION -  866 8511 B TIDAL
 CK2146  PID         -  CK2146
 CK2146  STATE/COUNTY-  SC/BEAUFORT
 CK2146  USGS QUAD   -  SPRING ISLAND (1958)
 CK2146
 CK2146                         *CURRENT SURVEY CONTROL
 CK2146  ___________________________________________________________________
 CK2146* NAD 83(1986)-  32 20 24.     (N)    080 51 22.     (W)     SCALED    
 CK2146* NAVD 88     -         2.573  (meters)       8.44   (feet)  ADJUSTED  
 CK2146  ___________________________________________________________________
 CK2146  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2146  DYNAMIC HT  -           2.570 (meters)       8.43  (feet)  COMP
 CK2146  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CK2146
 CK2146  VERT ORDER  -  FIRST     CLASS II
 CK2146
 CK2146.The horizontal coordinates were scaled from a topographic map and have
 CK2146.an estimated accuracy of +/- 6 seconds.
 CK2146
 CK2146.The orthometric height was determined by differential leveling
 CK2146.and adjusted by the National Geodetic Survey in June 1991..
 CK2146
 CK2146.This Tidal Bench Mark is designated as VM 14333
 CK2146.by the Center for Operational Oceanographic Products and Services.
 CK2146
 CK2146.The geoid height was determined by GEOID03.
 CK2146
 CK2146.The dynamic height is computed by dividing the NAVD 88
 CK2146.geopotential number by the normal gravity value computed on the
 CK2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2146.degrees latitude (g = 980.6199 gals.).
 CK2146
 CK2146.The modeled gravity was interpolated from observed gravity values.
 CK2146
 CK2146;                    North         East    Units  Estimated Accuracy
 CK2146;SPC SC       -    56,200.      623,150.      MT  (+/- 180 meters Scaled)
 CK2146
 CK2146                          SUPERSEDED SURVEY CONTROL
 CK2146
 CK2146  NGVD 29 (03/21/89)    2.857  (m)            9.37   (f) ADJUSTED    1 2
 CK2146
 CK2146.Superseded values are not recommended for survey control.
 CK2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2146.See file dsdata.txt to determine how the superseded data were derived.
 CK2146
 CK2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR135781(NAD 83)
 CK2146_MARKER: DJ = TIDAL STATION DISK
 CK2146_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2146_SP_SET: GALVANIZED STEEL ROD
 CK2146_STAMPING: 8511 B 1978
 CK2146_MARK LOGO: NOS   
 CK2146_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2146+STABILITY: POSITION/ELEVATION WELL
 CK2146_ROD/PIPE-DEPTH: 9.1  meters
 CK2146
 CK2146  HISTORY     - Date     Condition        Report By
 CK2146  HISTORY     - 1978     MONUMENTED       NOS
 CK2146  HISTORY     - 1982     GOOD             SCGS
 CK2146
 CK2146                          STATION DESCRIPTION
 CK2146
 CK2146'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2146'9.6 KM (6.0 MI) NORTH FROM BLUFFTON.
 CK2146'7.7 KILOMETERS (4.8 MILES) SOUTHWEST ALONG STATE HIGHWAY 170,
 CK2146'FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE
 CK2146'2.7 KILOMETERS (1.7 MILES) SOUTHWEST ALONG A DIRT ROAD TO
 CK2146'CALAWASSIE ISLAND, AT THE JUNCTION OF THE CAUSEWAY AND THE ISLAND,
 CK2146'4.3 METERS (14.0 FEET) WEST OF THE APPROXIMATE CENTER OF THE DIRT
 CK2146'ROAD, 10.4 METERS (34.0 FEET) WEST SOUTHWEST OF A 24 INCH OAK TREE,
 CK2146'27.4 METERS (90.0 FEET) NORTHWEST OF 8511 D 1978, 5.5 METERS
 CK2146'(18.0 FEET) SOUTH OF THE SOUTH EDGE OF THE SWAMP AT THE CAUSEWAY
 CK2146'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 CK2146'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2151 ***********************************************************************
 CK2151  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2151  DESIGNATION -  866 8511 C TIDAL
 CK2151  PID         -  CK2151
 CK2151  STATE/COUNTY-  SC/BEAUFORT
 CK2151  USGS QUAD   -  SPRING ISLAND (1958)
 CK2151
 CK2151                         *CURRENT SURVEY CONTROL
 CK2151  ___________________________________________________________________
 CK2151* NAD 83(1986)-  32 20 21.     (N)    080 51 24.     (W)     SCALED    
 CK2151* NAVD 88     -         3.109  (meters)      10.20   (feet)  ADJUSTED  
 CK2151  ___________________________________________________________________
 CK2151  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2151  DYNAMIC HT  -           3.105 (meters)      10.19  (feet)  COMP
 CK2151  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 CK2151
 CK2151  VERT ORDER  -  FIRST     CLASS II
 CK2151
 CK2151.The horizontal coordinates were scaled from a topographic map and have
 CK2151.an estimated accuracy of +/- 6 seconds.
 CK2151
 CK2151.The orthometric height was determined by differential leveling
 CK2151.and adjusted by the National Geodetic Survey in June 1991..
 CK2151
 CK2151.This Tidal Bench Mark is designated as VM 14334
 CK2151.by the Center for Operational Oceanographic Products and Services.
 CK2151
 CK2151.The geoid height was determined by GEOID03.
 CK2151
 CK2151.The dynamic height is computed by dividing the NAVD 88
 CK2151.geopotential number by the normal gravity value computed on the
 CK2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2151.degrees latitude (g = 980.6199 gals.).
 CK2151
 CK2151.The modeled gravity was interpolated from observed gravity values.
 CK2151
 CK2151;                    North         East    Units  Estimated Accuracy
 CK2151;SPC SC       -    56,110.      623,100.      MT  (+/- 180 meters Scaled)
 CK2151
 CK2151                          SUPERSEDED SURVEY CONTROL
 CK2151
 CK2151  NGVD 29 (03/21/89)    3.393  (m)           11.13   (f) ADJUSTED    1 2
 CK2151
 CK2151.Superseded values are not recommended for survey control.
 CK2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2151.See file dsdata.txt to determine how the superseded data were derived.
 CK2151
 CK2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR134780(NAD 83)
 CK2151_MARKER: DJ = TIDAL STATION DISK
 CK2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2151_SP_SET: CONCRETE POST
 CK2151_STAMPING: 8511 C 1978
 CK2151_MARK LOGO: NOS   
 CK2151_PROJECTION: FLUSH
 CK2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2151
 CK2151  HISTORY     - Date     Condition        Report By
 CK2151  HISTORY     - 1978     MONUMENTED       NOS
 CK2151  HISTORY     - 1982     GOOD             SCGS
 CK2151
 CK2151                          STATION DESCRIPTION
 CK2151
 CK2151'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2151'9.6 KM (6.0 MI) NORTH FROM BLUFFTON.
 CK2151'7.7 KILOMETERS (4.8 MILES) SOUTHWEST ALONG STATE HIGHWAY 170,
 CK2151'FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE 2.7
 CK2151'KILOMETERS (1.7 MILES) SOUTHWEST AND SOUTH ALONG A DIRT ROAD TO
 CK2151'CALAWASSIE ISLAND, SET BETWEEN A 40 INCH PINE AND TWO SMALL PALMETTO
 CK2151'TREES, NEXT TO THE DIRT ROAD LEADING ON TO THE ISLAND,
 CK2151'12.5 METERS (41.0 FEET) SOUTH SOUTHWEST OF BM A,
 CK2151'15.1 METERS (49.2 FEET) NORTHEAST OF BM G, 3.5 METERS (11.4 FEET)
 CK2151'NORTH NORTHWEST OF A 36 INCH PINE TREE, 4.0 METERS (13.3 FEET)
 CK2151'WEST SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND ROAD LEADING
 CK2151'ON TO THE ISLAND, 2.0 METERS (6.5 FEET) EAST SOUTHEAST OF A 12
 CK2151'INCH PALMETTO TREE.
 CK2151'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CK2151'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2149 ***********************************************************************
 CK2149  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2149  DESIGNATION -  866 8511 D TIDAL
 CK2149  PID         -  CK2149
 CK2149  STATE/COUNTY-  SC/BEAUFORT
 CK2149  USGS QUAD   -  SPRING ISLAND (1958)
 CK2149
 CK2149                         *CURRENT SURVEY CONTROL
 CK2149  ___________________________________________________________________
 CK2149* NAD 83(1986)-  32 20 23.     (N)    080 51 20.     (W)     SCALED    
 CK2149* NAVD 88     -         2.940  (meters)       9.65   (feet)  ADJUSTED  
 CK2149  ___________________________________________________________________
 CK2149  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2149  DYNAMIC HT  -           2.937 (meters)       9.64  (feet)  COMP
 CK2149  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CK2149
 CK2149  VERT ORDER  -  FIRST     CLASS II
 CK2149
 CK2149.The horizontal coordinates were scaled from a topographic map and have
 CK2149.an estimated accuracy of +/- 6 seconds.
 CK2149
 CK2149.The orthometric height was determined by differential leveling
 CK2149.and adjusted by the National Geodetic Survey in June 1991..
 CK2149
 CK2149.This Tidal Bench Mark is designated as VM 14335
 CK2149.by the Center for Operational Oceanographic Products and Services.
 CK2149
 CK2149.The geoid height was determined by GEOID03.
 CK2149
 CK2149.The dynamic height is computed by dividing the NAVD 88
 CK2149.geopotential number by the normal gravity value computed on the
 CK2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2149.degrees latitude (g = 980.6199 gals.).
 CK2149
 CK2149.The modeled gravity was interpolated from observed gravity values.
 CK2149
 CK2149;                    North         East    Units  Estimated Accuracy
 CK2149;SPC SC       -    56,170.      623,200.      MT  (+/- 180 meters Scaled)
 CK2149
 CK2149                          SUPERSEDED SURVEY CONTROL
 CK2149
 CK2149  NGVD 29 (03/21/89)    3.225  (m)           10.58   (f) ADJUSTED    1 2
 CK2149
 CK2149.Superseded values are not recommended for survey control.
 CK2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2149.See file dsdata.txt to determine how the superseded data were derived.
 CK2149
 CK2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR135781(NAD 83)
 CK2149_MARKER: DJ = TIDAL STATION DISK
 CK2149_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2149_SP_SET: GALVANIZED STEEL ROD
 CK2149_STAMPING: 8511 D 1978
 CK2149_MARK LOGO: NOS   
 CK2149_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2149+STABILITY: POSITION/ELEVATION WELL
 CK2149_ROD/PIPE-DEPTH: 9.1  meters
 CK2149
 CK2149  HISTORY     - Date     Condition        Report By
 CK2149  HISTORY     - 1978     MONUMENTED       NOS
 CK2149  HISTORY     - 1982     GOOD             SCGS
 CK2149
 CK2149                          STATION DESCRIPTION
 CK2149
 CK2149'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2149'9.0 KM (6.0 MI) NORTH FROM BLUFFTON.
 CK2149'7.7 KILOMETERS (4.8 MILES) SOUTHWEST ALONG STATE HIGHWAY 170,
 CK2149'FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE 2.7
 CK2149'KILOMETERS (1.7 MILES) SOUTHWEST AND SOUTH ALONG A DIRT ROAD TO
 CK2149'CALAWASSIE ISLAND, SET 6.1 METERS (20.0 FEET) SOUTH OF A 18 INCH
 CK2149'PALMETTO TREE, 10.1 METERS (33.1 FEET) EAST OF THE APPROXIMATE
 CK2149'CENTER OF THE ROAD, 11.6 METERS (38.1 FEET) NORTH OF A 36 INCH
 CK2149'OAK TREE, 27.4 METERS (90.0 FEET) NORTHEAST OF 8511 B 1978,
 CK2149'30.4 METERS (100.0 FEET) SOUTH OF THE SOUTH EDGE OF THE SWAMP AT
 CK2149'JUNCTION OF THE CAUSEWAY.
 CK2149'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2148 ***********************************************************************
 CK2148  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2148  DESIGNATION -  866 8511 E TIDAL
 CK2148  PID         -  CK2148
 CK2148  STATE/COUNTY-  SC/BEAUFORT
 CK2148  USGS QUAD   -  SPRING ISLAND (1958)
 CK2148
 CK2148                         *CURRENT SURVEY CONTROL
 CK2148  ___________________________________________________________________
 CK2148* NAD 83(1986)-  32 20 21.     (N)    080 51 18.     (W)     SCALED    
 CK2148* NAVD 88     -         3.281  (meters)      10.76   (feet)  ADJUSTED  
 CK2148  ___________________________________________________________________
 CK2148  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2148  DYNAMIC HT  -           3.278 (meters)      10.75  (feet)  COMP
 CK2148  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 CK2148
 CK2148  VERT ORDER  -  FIRST     CLASS II
 CK2148
 CK2148.The horizontal coordinates were scaled from a topographic map and have
 CK2148.an estimated accuracy of +/- 6 seconds.
 CK2148
 CK2148.The orthometric height was determined by differential leveling
 CK2148.and adjusted by the National Geodetic Survey in June 1991..
 CK2148
 CK2148.This Tidal Bench Mark is designated as VM 14336
 CK2148.by the Center for Operational Oceanographic Products and Services.
 CK2148
 CK2148.The geoid height was determined by GEOID03.
 CK2148
 CK2148.The dynamic height is computed by dividing the NAVD 88
 CK2148.geopotential number by the normal gravity value computed on the
 CK2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2148.degrees latitude (g = 980.6199 gals.).
 CK2148
 CK2148.The modeled gravity was interpolated from observed gravity values.
 CK2148
 CK2148;                    North         East    Units  Estimated Accuracy
 CK2148;SPC SC       -    56,110.      623,250.      MT  (+/- 180 meters Scaled)
 CK2148
 CK2148                          SUPERSEDED SURVEY CONTROL
 CK2148
 CK2148  NGVD 29 (03/21/89)    3.566  (m)           11.70   (f) ADJUSTED    1 2
 CK2148
 CK2148.Superseded values are not recommended for survey control.
 CK2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2148.See file dsdata.txt to determine how the superseded data were derived.
 CK2148
 CK2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR136780(NAD 83)
 CK2148_MARKER: DJ = TIDAL STATION DISK
 CK2148_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK2148_SP_SET: GALVANIZED STEEL ROD
 CK2148_STAMPING: 8511 E 1978
 CK2148_MARK LOGO: NOS   
 CK2148_PROJECTION: FLUSH
 CK2148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2148+STABILITY: POSITION/ELEVATION WELL
 CK2148_ROD/PIPE-DEPTH: 8.8  meters
 CK2148
 CK2148  HISTORY     - Date     Condition        Report By
 CK2148  HISTORY     - 1978     MONUMENTED       NOS
 CK2148  HISTORY     - 1982     GOOD             SCGS
 CK2148
 CK2148                          STATION DESCRIPTION
 CK2148
 CK2148'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2148'9.6 KM (6.0 MI) NORTH FROM BLUFFTON.
 CK2148'7.7 KILOMETERS (4.8 MILES) SOUTHWEST ALONG STATE HIGHWAY 170,
 CK2148'FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE 2.7
 CK2148'KILOMETERS (1.7 MILES) SOUTHWEST AND SOUTH ALONG A DIRT ROAD TO
 CK2148'6.1 KILOMETERS (3.8 MILES)SOUTHWEST ALONG STATE HIGHWAY 170,
 CK2148'SET WEST OF THE SHARP CURVE IN THE DIRT ROAD, APPROXIMATLY,
 CK2148'78.6 METERS (258.0 FEET) SOUTH OF THE SOUTH EDGE OF THE SWAMP
 CK2148'AT THE CAUSEWAY, 2.0 METERS (6.7 FEET) SOUTH SOUTHEAST OF A 24
 CK2148'INCH MAGNOLIA TREE, 3.0 METERS (10.0 FEET) NORTHEAST OF A 36 INCH
 CK2148'TWIN TRUNKED OAK TREE, 5.0 METERS (16.3 FEET) NORTH OF THE
 CK2148'APPROXIMATE CENTER OF THE DIRT ROAD.
 CK2148'THE MARK IS 1.1 METERS  WSW FROM A WITNESS POST.
 CK2148'THE MARK IS ABOVE LEVEL WITH GROUND SURROUNDING MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2147 ***********************************************************************
 CK2147  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2147  DESIGNATION -  866 8511 F TIDAL
 CK2147  PID         -  CK2147
 CK2147  STATE/COUNTY-  SC/BEAUFORT
 CK2147  USGS QUAD   -  SPRING ISLAND (1958)
 CK2147
 CK2147                         *CURRENT SURVEY CONTROL
 CK2147  ___________________________________________________________________
 CK2147* NAD 83(1986)-  32 20 23.     (N)    080 51 16.     (W)     SCALED    
 CK2147* NAVD 88     -         2.604  (meters)       8.54   (feet)  ADJUSTED  
 CK2147  ___________________________________________________________________
 CK2147  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2147  DYNAMIC HT  -           2.602 (meters)       8.54  (feet)  COMP
 CK2147  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CK2147
 CK2147  VERT ORDER  -  FIRST     CLASS II
 CK2147
 CK2147.The horizontal coordinates were scaled from a topographic map and have
 CK2147.an estimated accuracy of +/- 6 seconds.
 CK2147
 CK2147.The orthometric height was determined by differential leveling
 CK2147.and adjusted by the National Geodetic Survey in June 1991..
 CK2147
 CK2147.This Tidal Bench Mark is designated as VM 14337
 CK2147.by the Center for Operational Oceanographic Products and Services.
 CK2147
 CK2147.The geoid height was determined by GEOID03.
 CK2147
 CK2147.The dynamic height is computed by dividing the NAVD 88
 CK2147.geopotential number by the normal gravity value computed on the
 CK2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2147.degrees latitude (g = 980.6199 gals.).
 CK2147
 CK2147.The modeled gravity was interpolated from observed gravity values.
 CK2147
 CK2147;                    North         East    Units  Estimated Accuracy
 CK2147;SPC SC       -    56,170.      623,300.      MT  (+/- 180 meters Scaled)
 CK2147
 CK2147                          SUPERSEDED SURVEY CONTROL
 CK2147
 CK2147  NGVD 29 (03/21/89)    2.889  (m)            9.48   (f) ADJUSTED    1 2
 CK2147
 CK2147.Superseded values are not recommended for survey control.
 CK2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2147.See file dsdata.txt to determine how the superseded data were derived.
 CK2147
 CK2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR136781(NAD 83)
 CK2147_MARKER: DJ = TIDAL STATION DISK
 CK2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2147_SP_SET: CONCRETE POST
 CK2147_STAMPING: 8511 F 1982
 CK2147_MARK LOGO: NOS   
 CK2147_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2147
 CK2147  HISTORY     - Date     Condition        Report By
 CK2147  HISTORY     - 1982     MONUMENTED       NOS
 CK2147  HISTORY     - 1982     GOOD             SCGS
 CK2147
 CK2147                          STATION DESCRIPTION
 CK2147
 CK2147'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2147'9.6 KM (6.0 MI) NORTH FROM BLUFFTON.
 CK2147'7.7 KILOMETERS (4.8 MILES)SOUTHWEST ALONG STATE HIGHWAY 170,
 CK2147'FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE
 CK2147'2.7 KILOMETERS (1.7 MILES) SOUTHWEST ALONG A DIRT ROAD TO
 CK2147'CALAWASSIE ISLAND, SET 97.5 METERS (320.0 FEET) EAST SOUTHEAST
 CK2147'OF THE JUNCTION OF THE CAUSEWAY AND THE ISLAND, 10.1 METERS
 CK2147'(33.0 FEET) SOUTHWEST OF A 36 INCH PINE TREE,
 CK2147'33.5 METERS (110.0 FEET) NORTH OF THE APPROXIMATE CENTER OF THE
 CK2147'DIRT ROAD, 6.7 METERS (22.0 FEET) EAST SOUTHEAST OF A 50 INCH
 CK2147'OAK TREE.
 CK2147'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CK2147'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2150 ***********************************************************************
 CK2150  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2150  DESIGNATION -  866 8511 G TIDAL
 CK2150  PID         -  CK2150
 CK2150  STATE/COUNTY-  SC/BEAUFORT
 CK2150  USGS QUAD   -  SPRING ISLAND (1958)
 CK2150
 CK2150                         *CURRENT SURVEY CONTROL
 CK2150  ___________________________________________________________________
 CK2150* NAD 83(1986)-  32 20 20.     (N)    080 51 22.     (W)     SCALED    
 CK2150* NAVD 88     -         3.049  (meters)      10.00   (feet)  ADJUSTED  
 CK2150  ___________________________________________________________________
 CK2150  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2150  DYNAMIC HT  -           3.046 (meters)       9.99  (feet)  COMP
 CK2150  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 CK2150
 CK2150  VERT ORDER  -  FIRST     CLASS II
 CK2150
 CK2150.The horizontal coordinates were scaled from a topographic map and have
 CK2150.an estimated accuracy of +/- 6 seconds.
 CK2150
 CK2150.The orthometric height was determined by differential leveling
 CK2150.and adjusted by the National Geodetic Survey in June 1991..
 CK2150
 CK2150.This Tidal Bench Mark is designated as VM 14338
 CK2150.by the Center for Operational Oceanographic Products and Services.
 CK2150
 CK2150.The geoid height was determined by GEOID03.
 CK2150
 CK2150.The dynamic height is computed by dividing the NAVD 88
 CK2150.geopotential number by the normal gravity value computed on the
 CK2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2150.degrees latitude (g = 980.6199 gals.).
 CK2150
 CK2150.The modeled gravity was interpolated from observed gravity values.
 CK2150
 CK2150;                    North         East    Units  Estimated Accuracy
 CK2150;SPC SC       -    56,080.      623,150.      MT  (+/- 180 meters Scaled)
 CK2150
 CK2150                          SUPERSEDED SURVEY CONTROL
 CK2150
 CK2150  NGVD 29 (03/21/89)    3.334  (m)           10.94   (f) ADJUSTED    1 2
 CK2150
 CK2150.Superseded values are not recommended for survey control.
 CK2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2150.See file dsdata.txt to determine how the superseded data were derived.
 CK2150
 CK2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR135780(NAD 83)
 CK2150_MARKER: DJ = TIDAL STATION DISK
 CK2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2150_SP_SET: CONCRETE POST
 CK2150_STAMPING: 8511 G 1982
 CK2150_MARK LOGO: NOS   
 CK2150_PROJECTION: FLUSH
 CK2150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2150
 CK2150  HISTORY     - Date     Condition        Report By
 CK2150  HISTORY     - 1982     MONUMENTED       NOS
 CK2150  HISTORY     - 1982     GOOD             SCGS
 CK2150  HISTORY     - 1990     GOOD             USPSQD
 CK2150
 CK2150                          STATION DESCRIPTION
 CK2150
 CK2150'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2150'9.6 KM (6.0 MI) NORTH FROM BLUFFTON.
 CK2150'7.7 KILOMETERS (4.8 MILES) SOUTHWEST ALONG STATE HIGHWAY 170,
 CK2150'FROM THE SOUTHWEST END OF THE BROAD RIVER BRIDGE, THENCE 2.7
 CK2150'KILOMETERS (1.7 MILES) SOUTHWEST AND SOUTH ALONG A DIRT ROAD TO
 CK2150'CALAWASSIE ISLAND, SET 54.8 METERS (180.0 FEET) SOUTH OF THE SOUTH
 CK2150'EDGE OF THE SWAMP, AT THE JUNCTION OF THE CAUSEWAY AND THE
 CK2150'ISLAND, 1.8 METERS (5.9 FEET) EAST SOUTHEAST OF A24 INCH PALMETTO
 CK2150'TREE, 40.2 METERS (132.0 FEET) EAST OF THE EAST EDGE OF THE SWAMP,
 CK2150'15.2 METERS (50.0 FEET) WEST OF THE APPROXIMATE CENTER OF THE
 CK2150'ROAD, 2.1 METERS (7.0 FEET) WEST OF THE CENTER OF TWO CLOSELY
 CK2150'GROWN OAK TREES.
 CK2150'THE MARK IS 0.8 METERS  ESE FROM A WITNESS POST.
 CK2150'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2150
 CK2150                          STATION RECOVERY (1990)
 CK2150
 CK2150'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2311 ***********************************************************************
 CK2311  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2311  DESIGNATION -  866 8601 A TIDAL
 CK2311  PID         -  CK2311
 CK2311  STATE/COUNTY-  SC/BEAUFORT
 CK2311  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK2311
 CK2311                         *CURRENT SURVEY CONTROL
 CK2311  ___________________________________________________________________
 CK2311* NAD 83(1986)-  32 19 33.     (N)    080 36 08.     (W)     SCALED    
 CK2311* NAVD 88     -         2.480  (meters)       8.14   (feet)  ADJUSTED  
 CK2311  ___________________________________________________________________
 CK2311  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2311  DYNAMIC HT  -           2.477 (meters)       8.13  (feet)  COMP
 CK2311  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 CK2311
 CK2311  VERT ORDER  -  FIRST     CLASS II
 CK2311
 CK2311.The horizontal coordinates were scaled from a topographic map and have
 CK2311.an estimated accuracy of +/- 6 seconds.
 CK2311
 CK2311.The orthometric height was determined by differential leveling
 CK2311.and adjusted by the National Geodetic Survey in June 1991..
 CK2311
 CK2311.This Tidal Bench Mark is designated as VM 4507
 CK2311.by the Center for Operational Oceanographic Products and Services.
 CK2311
 CK2311.The geoid height was determined by GEOID03.
 CK2311
 CK2311.The dynamic height is computed by dividing the NAVD 88
 CK2311.geopotential number by the normal gravity value computed on the
 CK2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2311.degrees latitude (g = 980.6199 gals.).
 CK2311
 CK2311.The modeled gravity was interpolated from observed gravity values.
 CK2311
 CK2311;                    North         East    Units  Estimated Accuracy
 CK2311;SPC SC       -    54,690.      647,060.      MT  (+/- 180 meters Scaled)
 CK2311
 CK2311                          SUPERSEDED SURVEY CONTROL
 CK2311
 CK2311  NGVD 29 (03/21/89)    2.763  (m)            9.06   (f) ADJUSTED    1 2
 CK2311
 CK2311.Superseded values are not recommended for survey control.
 CK2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2311.See file dsdata.txt to determine how the superseded data were derived.
 CK2311
 CK2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR374766(NAD 83)
 CK2311_MARKER: DJ = TIDAL STATION DISK
 CK2311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2311_SP_SET: STAINLESS STEEL ROD
 CK2311_STAMPING: 8601 A 1977
 CK2311_MARK LOGO: NOS   
 CK2311_PROJECTION: FLUSH
 CK2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2311_ROD/PIPE-DEPTH: 10.7 meters
 CK2311
 CK2311  HISTORY     - Date     Condition        Report By
 CK2311  HISTORY     - 1977     MONUMENTED       NOS
 CK2311  HISTORY     - 1982     GOOD             SCGS
 CK2311  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2311
 CK2311                          STATION DESCRIPTION
 CK2311
 CK2311'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2311'23.1 KM (14.4 MI) SE FROM FROGMORE.
 CK2311'8.5 KILOMETERS (5.3 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2311'OFFICE IN FROGMORE, THENCE 14.3 KILOMETERS (8.9 MILES) SOUTHWEST ALONG
 CK2311'COUNTY ROAD S-7-77 (SEASIDE ROAD), THENCE 0.3 KILOMETER (0.15 MILE)
 CK2311'EAST ALONG A SAND DRIVE, SET ON THE WEST SIDE OF A HOUSE NEAR A POWER
 CK2311'POLE WITH A TRANSFORMER, 40.5 METERS (133.0 FEET) WEST-SOUTHWEST OF
 CK2311'THE ENTRANCE END OF A WOODEN DOCK, 54.6 METERS (179.0 FEET)
 CK2311'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A WATER PUMP HOUSE,
 CK2311'8.0 METERS (26.5 FEET) NORTHEAST OF A 48-INCH ELM TREE, 2.7 METERS
 CK2311'(9.0 FEET) NORTH-NORTHWEST OF THE EDGE OF A 5-FOOT BANK AT WATERS
 CK2311'EDGE.
 CK2311'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2311
 CK2311                          STATION RECOVERY (2002)
 CK2311
 CK2311'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2311'NOT FOUND.  PUMP HOUSE IS GONE.  SEARCHED NEAR PP WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2310 ***********************************************************************
 CK2310  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2310  DESIGNATION -  866 8601 E TIDAL
 CK2310  PID         -  CK2310
 CK2310  STATE/COUNTY-  SC/BEAUFORT
 CK2310  USGS QUAD   -  ST PHILLIPS ISLAND (1972)
 CK2310
 CK2310                         *CURRENT SURVEY CONTROL
 CK2310  ___________________________________________________________________
 CK2310* NAD 83(1986)-  32 19 33.     (N)    080 36 08.     (W)     SCALED    
 CK2310* NAVD 88     -         2.263  (meters)       7.42   (feet)  ADJUSTED  
 CK2310  ___________________________________________________________________
 CK2310  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CK2310  DYNAMIC HT  -           2.261 (meters)       7.42  (feet)  COMP
 CK2310  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 CK2310
 CK2310  VERT ORDER  -  FIRST     CLASS II
 CK2310
 CK2310.The horizontal coordinates were scaled from a topographic map and have
 CK2310.an estimated accuracy of +/- 6 seconds.
 CK2310
 CK2310.The orthometric height was determined by differential leveling
 CK2310.and adjusted by the National Geodetic Survey in June 1991..
 CK2310
 CK2310.This Tidal Bench Mark is designated as VM 4511
 CK2310.by the Center for Operational Oceanographic Products and Services.
 CK2310
 CK2310.The geoid height was determined by GEOID03.
 CK2310
 CK2310.The dynamic height is computed by dividing the NAVD 88
 CK2310.geopotential number by the normal gravity value computed on the
 CK2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2310.degrees latitude (g = 980.6199 gals.).
 CK2310
 CK2310.The modeled gravity was interpolated from observed gravity values.
 CK2310
 CK2310;                    North         East    Units  Estimated Accuracy
 CK2310;SPC SC       -    54,690.      647,060.      MT  (+/- 180 meters Scaled)
 CK2310
 CK2310                          SUPERSEDED SURVEY CONTROL
 CK2310
 CK2310  NGVD 29 (03/21/89)    2.546  (m)            8.35   (f) ADJUSTED    1 2
 CK2310
 CK2310.Superseded values are not recommended for survey control.
 CK2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2310.See file dsdata.txt to determine how the superseded data were derived.
 CK2310
 CK2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR374766(NAD 83)
 CK2310_MARKER: DJ = TIDAL STATION DISK
 CK2310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2310_SP_SET: STAINLESS STEEL ROD
 CK2310_STAMPING: 8601 E 1977
 CK2310_MARK LOGO: NOS   
 CK2310_PROJECTION: FLUSH
 CK2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2310_ROD/PIPE-DEPTH: 6.40 meters
 CK2310
 CK2310  HISTORY     - Date     Condition        Report By
 CK2310  HISTORY     - 1977     MONUMENTED       NOS
 CK2310  HISTORY     - 1982     GOOD             SCGS
 CK2310  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 CK2310
 CK2310                          STATION DESCRIPTION
 CK2310
 CK2310'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2310'23.1 KM (14.4 MI) SE FROM FROGMORE.
 CK2310'8.5 KILOMETERS (5.35 MILES) EAST ALONG U.S. HIGHWAY 21 FROM THE POST
 CK2310'OFFICE IN FROGMORE, THENCE 14.3 KILOMETERS (8.9 MILES) SOUTHWEST ALONG
 CK2310'COUNTY ROAD S-7-77 (SEASIDE ROAD), THENCE 0.3 KILOMETER (0.15 MILE)
 CK2310'EAST ALONG A SAND DRIVE, SET ON THE WEST SIDE OF A LARGE ONE STORY
 CK2310'BRICK HOUSE, 61.3 METERS (201.0 FEET) WEST-SOUTHWEST OF THE ENTRANCE
 CK2310'END OF A WOODEN DOCK, 44.7 METERS (146.5 FEET) SOUTH OF A 24-INCH
 CK2310'WEEPING WILLOW TREE, 2.1 METERS (7.0 FEET) NORTH OF A 3-FOOT BANK AT
 CK2310'THE HIGH WATER LINE.
 CK2310'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2310
 CK2310                          STATION RECOVERY (2002)
 CK2310
 CK2310'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2310'NOT FOUND.  NO BRICK HOUSE HERE.  SEARCHED NEAR BANK WITH MICRONTA
 CK2310'4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2309 ***********************************************************************
 CK2309  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2309  DESIGNATION -  866 8686 A TIDAL
 CK2309  PID         -  CK2309
 CK2309  STATE/COUNTY-  SC/BEAUFORT
 CK2309  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2309
 CK2309                         *CURRENT SURVEY CONTROL
 CK2309  ___________________________________________________________________
 CK2309* NAD 83(2001)-  32 18 23.25661(N)    080 38 37.58777(W)     ADJUSTED  
 CK2309* NAVD 88     -         1.590  (meters)       5.22   (feet)  ADJUSTED  
 CK2309  ___________________________________________________________________
 CK2309  X           -     877,230.852 (meters)                     COMP
 CK2309  Y           -  -5,324,163.210 (meters)                     COMP
 CK2309  Z           -   3,389,186.400 (meters)                     COMP
 CK2309  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CK2309  ELLIP HEIGHT-         -30.19  (meters)          (12/20/99) GPS OBS
 CK2309  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2309  DYNAMIC HT  -           1.588 (meters)       5.21  (feet)  COMP
 CK2309  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 CK2309
 CK2309  HORZ ORDER  -  FIRST
 CK2309  VERT ORDER  -  FIRST     CLASS II
 CK2309  ELLP ORDER  -  FOURTH    CLASS I
 CK2309
 CK2309.The horizontal coordinates were established by GPS observations
 CK2309.and adjusted by the National Geodetic Survey in March 2004..
 CK2309
 CK2309.The orthometric height was determined by differential leveling
 CK2309.and adjusted by the National Geodetic Survey in June 1991..
 CK2309
 CK2309.This Tidal Bench Mark is designated as VM 4513
 CK2309.by the Center for Operational Oceanographic Products and Services.
 CK2309
 CK2309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2309
 CK2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2309
 CK2309.The ellipsoidal height was determined by GPS observations
 CK2309.and is referenced to NAD 83.
 CK2309
 CK2309.The geoid height was determined by GEOID03.
 CK2309
 CK2309.The dynamic height is computed by dividing the NAVD 88
 CK2309.geopotential number by the normal gravity value computed on the
 CK2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2309.degrees latitude (g = 980.6199 gals.).
 CK2309
 CK2309.The modeled gravity was interpolated from observed gravity values.
 CK2309
 CK2309;                    North         East     Units Scale Factor Converg.
 CK2309;SPC SC       -    52,531.472   643,150.844   MT  1.00007376   +0 11 51.0
 CK2309;SPC SC       -   172,347.35  2,110,074.95   iFT  1.00007376   +0 11 51.0
 CK2309;UTM  17      - 3,574,461.030   533,535.110   MT  0.99961387   +0 11 25.4
 CK2309
 CK2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2309!SPC SC       -   1.00000474  x   1.00007376  =   1.00007850
 CK2309!UTM  17      -   1.00000474  x   0.99961387  =   0.99961861
 CK2309
 CK2309                          SUPERSEDED SURVEY CONTROL
 CK2309
 CK2309  NAD 83(1995)-  32 18 23.25638(N)    080 38 37.58778(W) AD(       ) 1
 CK2309  NAD 83(1986)-  32 18 23.26787(N)    080 38 37.59847(W) AD(       ) 1
 CK2309  NAD 27      -  32 18 22.55728(N)    080 38 38.19819(W) AD(       ) 1
 CK2309  NGVD 29 (03/21/89)    1.874  (m)            6.15   (f) ADJUSTED    1 2
 CK2309
 CK2309.Superseded values are not recommended for survey control.
 CK2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2309.See file dsdata.txt to determine how the superseded data were derived.
 CK2309
 CK2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR3353574461(NAD 83)
 CK2309_MARKER: DJ = TIDAL STATION DISK
 CK2309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2309_SP_SET: STAINLESS STEEL ROD
 CK2309_STAMPING: 8686 A 1980
 CK2309_MARK LOGO: NOS   
 CK2309_PROJECTION: FLUSH
 CK2309_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2309+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 CK2309_ROD/PIPE-DEPTH: 10.9 meters
 CK2309
 CK2309  HISTORY     - Date     Condition        Report By
 CK2309  HISTORY     - 1985     MONUMENTED       NOS
 CK2309  HISTORY     - 1982     GOOD             SCGS
 CK2309  HISTORY     - 19870202 GOOD
 CK2309  HISTORY     - 19991115 GOOD             SCGS
 CK2309  HISTORY     - 20020614 GOOD             USPSQD
 CK2309  HISTORY     - 20030430 GOOD             SCGS
 CK2309
 CK2309                          STATION DESCRIPTION
 CK2309
 CK2309'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (GRH)
 CK2309'THE STATION IS LOCATED AT THE SOUTHWEST END OF ST. HELENA ISLAND,
 CK2309'ACROSS THE BEAUFORT RIVER FROM THE SOUTH END OF PARRIS ISLAND,
 CK2309'ACROSS A TRACK ROAD FROM THE NORTHWEST CORNER OF OLD FORT FREMONT,
 CK2309'ON THE EAST SHORE OF THE BEAUFORT RIVER.  OWNERSHIP--UNKNOWN.
 CK2309'
 CK2309'TO REACH FROM THE JUNCTION OF US HIGHWAY 21 AND S-7-45 (JUST EAST
 CK2309'OF THE FROGMORE POST OFFICE), GO SOUTH ON S-7-45 FOR 2.21 KM (1.4
 CK2309'MI) TO A FORK.  BEAR LEFT, SOUTHERLY ON S-7-37 FOR 2.0 KM (1.25 MI)
 CK2309'TO A T-ROAD.  TURN RIGHT, SOUTHWEST, ON S-7-77 FOR 9.5 KM (5.9 MI)
 CK2309'TO A PAVED CROSSROAD.  TURN LEFT, SOUTH ON S-7-45 FOR 0.21 KM (0.15
 CK2309'MI) TO A DIRT LANE RIGHT.  TURN RIGHT, EAST, ON TRIANGLE ROAD FOR
 CK2309'0.54 KM (0.35 MI) TO THE BEACH AND THE STATION ON THE RIGHT.
 CK2309'
 CK2309'STATION MARK IS A NOS TIDAL BENCH MARK DISK STAMPED---8686 A
 CK2309'1980---, CRIMPED TO THE TOP OF A METAL ROAD ENCASED IN PLASTIC
 CK2309'PIPE, AND FLUSH WITH THE GROUND.  IT IS 28 METERS EAST OF THE DUNE
 CK2309'LINE, 9.3 METERS NORTH OF THE SAND ROAD CENTER, 1.2 METERS
 CK2309'SOUTH-SOUTHWEST OF A CYCLONE FENCE CORNER, AND 0.6 METER NORTHEAST
 CK2309'OF A METAL WITNESS POST.
 CK2309'
 CK2309'NO INTERVISIBLE STATION UNLESS A STATION ON PARRIS ISLAND IS CLEAR.
 CK2309'STATION WAS OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK2309
 CK2309                          STATION RECOVERY (1982)
 CK2309
 CK2309'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2309'0.9 KM (0.55 MI) SW FROM FORT FREEMONT.
 CK2309'0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION
 CK2309'OF COUNTY ROADS S-7-77 AND S-7-45 AT FORT FREEMONT, THENCE 0.2
 CK2309'KILOMETER (0.1 MILE) SOUTH ALONG A SAND ROAD, THENCE 0.2 KILOMETER
 CK2309'(0.15 MILE) WEST ALONG A SAND ROAD, SET ON THE RIGHT JUST BEFORE THE
 CK2309'BEAUFORT RIVER, 9.6 METERS (31.5 FEET) NORTH OF THE APPROXIMATE CENTER
 CK2309'OF THE SAND ROAD LEADING TO THE BEACH, 1.4 METERS (4.5 FEET)
 CK2309'SOUTH-SOUTHWEST OF THE CORNER OF THE CHAIN LINK FENCE, 24.7 METERS
 CK2309'(81.0 FEET) EAST OF THE EDGE OF THE GRASS AND SAND ON THE BEACH.
 CK2309'THE MARK IS 0.50 METERS  NNE FROM A WITNESS POST.
 CK2309'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2309
 CK2309                          STATION RECOVERY (1987)
 CK2309
 CK2309'RECOVERED 1987
 CK2309'RECOVERED IN GOOD CONDITION.
 CK2309
 CK2309                          STATION RECOVERY (1999)
 CK2309
 CK2309'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 CK2309'STATION IS LOCATED 7.9 MILES (12.7 KM) SOUTH SOUTHEAST OF BEAUFORT,
 CK2309'NEAR FORT FREMONT ON ST.  HELENA ISLAND.  OWNERSHIP--UNKNOWN.  TO
 CK2309'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 802 AND U.S.
 CK2309'HIGHWAY 21 ON LADYS ISLAND, 1.5 MILES (2.4 KM) SOUTHEAST OF BEAUFORT,
 CK2309'GO SOUTHEAST ON HIGHWAY 21 FOR 4.05 MILES (6.52 KM) TO THE ST. HELENA
 CK2309'POST OFFICE ON THE RIGHT, CONTINUE ON HIGHWAY 21 FOR 1.5 MILES (2.4
 CK2309'KM) TO THE JUNCTION OF STATE ROAD 45 (M.L.  KING JR.  ROAD) , TURN
 CK2309'RIGHT ON ROAD 45 FOR 1.4 MILES (2.3 KM) TO THE FORK JUNCTION OF STATE
 CK2309'ROAD 37 (CLUB BRIDGE ROAD) , BEAR LEFT ON ROAD 37 FOR 1.2 MILES (1.9
 CK2309'KM) TO THE JUNCTION OF STATE ROAD 77 (SEASIDE ROAD) , TURN RIGHT ON
 CK2309'ROAD 77 FOR 3.8 MILES (6.1 KM) TO THE JUNCTION OF STATE ROAD 477
 CK2309'(STATION CREEK DRIVE) , CONTINUE ON ROAD 77 FOR 2.1 MILES (3.4 KM) TO
 CK2309'THE JUNCTION OF STATE ROAD 45 (LANDS END ROAD) , TURN LEFT ON ROAD 45
 CK2309'FOR 0.1 MILE (0.2 KM) TO A SAND ROAD RIGHT (TRIANGLE ROAD) , TURN
 CK2309'RIGHT ON THE SAND ROAD CROSSING TWO SAND INTERSECTIONS FOR 0.35 MILE
 CK2309'(0.56 KM) TO THE STATION ON THE RIGHT AT THE BEACH.  STATION IS A DISK
 CK2309'ATTACHED TO A STAINLESS STEEL ROD MARK, 31.5 FEET (9.6 M) NORTH OF THE
 CK2309'CENTER OF THE SAND ROAD, 4.5 FEET (1.4 M) SOUTH SOUTHWEST OF THE
 CK2309'CORNER OF A CHAIN LINK FENCE, 24.7 FEET (7.5 M) EAST OF THE EDGE OF
 CK2309'THE GRASS AND SAND ON THE BEACH, 1.6 FEET (0.5 M) NORTH NORTHEAST OF A
 CK2309'WITNESS POST.  NOTE-STATION IS A MARGINAL SITE FOR GPS OBSERVATIONS.
 CK2309'RECOVERED BY L.A.  LAPINE.
 CK2309
 CK2309                          STATION RECOVERY (2002)
 CK2309
 CK2309'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2309'MARKER IS NOW 5.5 INCHES BELOW GROUND.
 CK2309
 CK2309                          STATION RECOVERY (2003)
 CK2309
 CK2309'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2309'STATION IS LOCATED 8.7 SOUTH OF  BEAUFORT. OWNERSHIP--UNKNOWN.. TO
 CK2309'REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 21 (SEA ISLAND
 CK2309'PARKWAY)  AND STATE HIGHWAY 802 (LADYS ISLAND DRIVE), 1.65 MILES
 CK2309'SOUTHEAST OF BEAUFORT, GO  SOUTHEAST ON HIGHWAY 21 FOR 4.7 MILES TO
 CK2309'THE JUNCTION OF STATE ROAD 45 (M.L.  KING JR. DRIVE), TURN RIGHT ON
 CK2309'ROAD 45 FOR 7.6 MILES TO THE JUNCTION OF STATE ROAD 77  (SEASIDE
 CK2309'DRIVE) LEFT, CONTINUE AHEAD ON ROAD 45 FOR 0.1 MILE TO THE JUNCTION OF
 CK2309'A SAND  ROAD RIGHT (TRIANGLE ROAD), TURN RIGHT ON TRIANGLE ROAD FOR
 CK2309'0.35 MILE TO THE STATION  ON THE RIGHT NEAR A CHAIN LINK FENCE CORNER
 CK2309'AT THE BEACH. STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD
 CK2309'FLUSH WITH THE GROUND, 35.0 FEET  NORTH OF THE CENTER OF THE SAND
 CK2309'ROAD, 1.9 FEET NORTH NORTHEAST OF AN OLD STEEL POST,  4.2 FEET SOUTH
 CK2309'SOUTHWEST OF THE FENCE CORNER POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2308 ***********************************************************************
 CK2308  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2308  DESIGNATION -  866 8686 C TIDAL
 CK2308  PID         -  CK2308
 CK2308  STATE/COUNTY-  SC/BEAUFORT
 CK2308  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2308
 CK2308                         *CURRENT SURVEY CONTROL
 CK2308  ___________________________________________________________________
 CK2308* NAD 83(1986)-  32 18 24.     (N)    080 38 29.     (W)     SCALED    
 CK2308* NAVD 88     -         2.549  (meters)       8.36   (feet)  ADJUSTED  
 CK2308  ___________________________________________________________________
 CK2308  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2308  DYNAMIC HT  -           2.546 (meters)       8.35  (feet)  COMP
 CK2308  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 CK2308
 CK2308  VERT ORDER  -  FIRST     CLASS II
 CK2308
 CK2308.The horizontal coordinates were scaled from a topographic map and have
 CK2308.an estimated accuracy of +/- 6 seconds.
 CK2308
 CK2308.The orthometric height was determined by differential leveling
 CK2308.and adjusted by the National Geodetic Survey in June 1991..
 CK2308
 CK2308.This Tidal Bench Mark is designated as VM 4514
 CK2308.by the Center for Operational Oceanographic Products and Services.
 CK2308
 CK2308.The geoid height was determined by GEOID03.
 CK2308
 CK2308.The dynamic height is computed by dividing the NAVD 88
 CK2308.geopotential number by the normal gravity value computed on the
 CK2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2308.degrees latitude (g = 980.6199 gals.).
 CK2308
 CK2308.The modeled gravity was interpolated from observed gravity values.
 CK2308
 CK2308;                    North         East    Units  Estimated Accuracy
 CK2308;SPC SC       -    52,560.      643,380.      MT  (+/- 180 meters Scaled)
 CK2308
 CK2308                          SUPERSEDED SURVEY CONTROL
 CK2308
 CK2308  NGVD 29 (03/21/89)    2.833  (m)            9.29   (f) ADJUSTED    1 2
 CK2308
 CK2308.Superseded values are not recommended for survey control.
 CK2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2308.See file dsdata.txt to determine how the superseded data were derived.
 CK2308
 CK2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR337744(NAD 83)
 CK2308_MARKER: DJ = TIDAL STATION DISK
 CK2308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2308_SP_SET: STAINLESS STEEL ROD
 CK2308_STAMPING: 8686 C 1979
 CK2308_MARK LOGO: NOS   
 CK2308_PROJECTION: FLUSH
 CK2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2308+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 CK2308_ROD/PIPE-DEPTH: 10.9 meters
 CK2308
 CK2308  HISTORY     - Date     Condition        Report By
 CK2308  HISTORY     - 1979     MONUMENTED       NOS
 CK2308  HISTORY     - 1982     GOOD             SCGS
 CK2308  HISTORY     - 20020614 GOOD             USPSQD
 CK2308
 CK2308                          STATION DESCRIPTION
 CK2308
 CK2308'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2308'0.6 KM (0.35 MI) SW FROM FORT FREEMONT.
 CK2308'0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION
 CK2308'OF COUNTY ROADS S-7-77 AND S-7-45 AT FORT FREEMONT, THENCE 0.1
 CK2308'KILOMETER (0.05 MILE) SOUTH ALONG A SAND ROAD , SET ON THE EAST SIDE
 CK2308'OF THE ROAD NEAR A CONCRETE WALL, 17.1 METERS (56.0 FEET) NORTH OF
 CK2308'POWER POLE NUMBER 19227, 4.7 METERS (15.9 FEET) EAST OF THE
 CK2308'APPROXIMATE CENTER OF THE SAND ROAD, 1.5 METERS (5.0 FEET) WEST OF THE
 CK2308'NORTH CORNER OF THE WALL.
 CK2308'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 CK2308'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2308
 CK2308                          STATION RECOVERY (2002)
 CK2308
 CK2308'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2307 ***********************************************************************
 CK2307  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2307  DESIGNATION -  866 8686 D TIDAL
 CK2307  PID         -  CK2307
 CK2307  STATE/COUNTY-  SC/BEAUFORT
 CK2307  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2307
 CK2307                         *CURRENT SURVEY CONTROL
 CK2307  ___________________________________________________________________
 CK2307* NAD 83(1986)-  32 18 27.     (N)    080 38 29.     (W)     SCALED    
 CK2307* NAVD 88     -         2.554  (meters)       8.38   (feet)  ADJUSTED  
 CK2307  ___________________________________________________________________
 CK2307  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2307  DYNAMIC HT  -           2.551 (meters)       8.37  (feet)  COMP
 CK2307  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 CK2307
 CK2307  VERT ORDER  -  FIRST     CLASS II
 CK2307
 CK2307.The horizontal coordinates were scaled from a topographic map and have
 CK2307.an estimated accuracy of +/- 6 seconds.
 CK2307
 CK2307.The orthometric height was determined by differential leveling
 CK2307.and adjusted by the National Geodetic Survey in June 1991..
 CK2307
 CK2307.This Tidal Bench Mark is designated as VM 4515
 CK2307.by the Center for Operational Oceanographic Products and Services.
 CK2307
 CK2307.The geoid height was determined by GEOID03.
 CK2307
 CK2307.The dynamic height is computed by dividing the NAVD 88
 CK2307.geopotential number by the normal gravity value computed on the
 CK2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2307.degrees latitude (g = 980.6199 gals.).
 CK2307
 CK2307.The modeled gravity was interpolated from observed gravity values.
 CK2307
 CK2307;                    North         East    Units  Estimated Accuracy
 CK2307;SPC SC       -    52,650.      643,380.      MT  (+/- 180 meters Scaled)
 CK2307
 CK2307                          SUPERSEDED SURVEY CONTROL
 CK2307
 CK2307  NGVD 29 (03/21/89)    2.837  (m)            9.31   (f) ADJUSTED    1 2
 CK2307
 CK2307.Superseded values are not recommended for survey control.
 CK2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2307.See file dsdata.txt to determine how the superseded data were derived.
 CK2307
 CK2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR337745(NAD 83)
 CK2307_MARKER: DJ = TIDAL STATION DISK
 CK2307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2307_SP_SET: STAINLESS STEEL ROD
 CK2307_STAMPING: 8686 D 1979
 CK2307_MARK LOGO: NOS   
 CK2307_PROJECTION: FLUSH
 CK2307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2307+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 CK2307_ROD/PIPE-DEPTH: 9.80 meters
 CK2307
 CK2307  HISTORY     - Date     Condition        Report By
 CK2307  HISTORY     - 1979     MONUMENTED       NOS
 CK2307  HISTORY     - 1982     GOOD             SCGS
 CK2307  HISTORY     - 20020614 GOOD             USPSQD
 CK2307
 CK2307                          STATION DESCRIPTION
 CK2307
 CK2307'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2307'0.5 KM (0.3 MI) SW FROM FORT FREEMONT.
 CK2307'0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION
 CK2307'OF COUNTY ROADS S-7-77 AND S-7-45 AT FORT FREMONT, SET IN THE
 CK2307'SOUTHEAST CORNER OF THE TEE INTERSECTION OF THE TWO SAND ROADS, 1.2
 CK2307'METERS (4.0 FEET) NORTH-NORTHEAST OF POWER POLE NUMBER 222620, 4.3
 CK2307'METERS (14.0 FEET) EAST THE APPROXIMATE CENTER OF A NORTH-SOUTH SAND
 CK2307'ROAD, 20.7 METERS (68.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF A
 CK2307'SAND ROAD LEADING EAST.
 CK2307'THE MARK IS 0.80 METERS  W FROM A WITNESS POST.
 CK2307'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2307
 CK2307                          STATION RECOVERY (2002)
 CK2307
 CK2307'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2306 ***********************************************************************
 CK2306  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2306  DESIGNATION -  866 8686 F TIDAL
 CK2306  PID         -  CK2306
 CK2306  STATE/COUNTY-  SC/BEAUFORT
 CK2306  USGS QUAD   -  PARRIS ISLAND (1979)
 CK2306
 CK2306                         *CURRENT SURVEY CONTROL
 CK2306  ___________________________________________________________________
 CK2306* NAD 83(1986)-  32 18 31.     (N)    080 38 29.     (W)     SCALED    
 CK2306* NAVD 88     -         3.123  (meters)      10.25   (feet)  ADJUSTED  
 CK2306  ___________________________________________________________________
 CK2306  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2306  DYNAMIC HT  -           3.119 (meters)      10.23  (feet)  COMP
 CK2306  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 CK2306
 CK2306  VERT ORDER  -  FIRST     CLASS II
 CK2306
 CK2306.The horizontal coordinates were scaled from a topographic map and have
 CK2306.an estimated accuracy of +/- 6 seconds.
 CK2306
 CK2306.The orthometric height was determined by differential leveling
 CK2306.and adjusted by the National Geodetic Survey in June 1991..
 CK2306
 CK2306.This Tidal Bench Mark is designated as VM 4517
 CK2306.by the Center for Operational Oceanographic Products and Services.
 CK2306
 CK2306.The geoid height was determined by GEOID03.
 CK2306
 CK2306.The dynamic height is computed by dividing the NAVD 88
 CK2306.geopotential number by the normal gravity value computed on the
 CK2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2306.degrees latitude (g = 980.6199 gals.).
 CK2306
 CK2306.The modeled gravity was interpolated from observed gravity values.
 CK2306
 CK2306;                    North         East    Units  Estimated Accuracy
 CK2306;SPC SC       -    52,770.      643,380.      MT  (+/- 180 meters Scaled)
 CK2306
 CK2306                          SUPERSEDED SURVEY CONTROL
 CK2306
 CK2306  NGVD 29 (03/21/89)    3.406  (m)           11.17   (f) ADJUSTED    1 2
 CK2306
 CK2306.Superseded values are not recommended for survey control.
 CK2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2306.See file dsdata.txt to determine how the superseded data were derived.
 CK2306
 CK2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR337747(NAD 83)
 CK2306_MARKER: DJ = TIDAL STATION DISK
 CK2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2306_SP_SET: CONCRETE POST
 CK2306_STAMPING: 8686 F 1981
 CK2306_MARK LOGO: NOS   
 CK2306_PROJECTION: FLUSH
 CK2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2306+STABILITY: SURFACE MOTION
 CK2306
 CK2306  HISTORY     - Date     Condition        Report By
 CK2306  HISTORY     - 1981     MONUMENTED       NOS
 CK2306  HISTORY     - 1982     GOOD             SCGS
 CK2306  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 CK2306
 CK2306                          STATION DESCRIPTION
 CK2306
 CK2306'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2306'0.7 KM (0.5 MI) SW FROM FORT FREEMONT.
 CK2306'0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION
 CK2306'OF COUNTY ROADS S-7-77 AND S-7-45 AT FORT FREEMONT, THENCE 0.2
 CK2306'KILOMETER (0.1 MILE) NORTH ALONG A SAND ROAD, SET ON THE WEST SIDE OF
 CK2306'THE ROAD NEAR A ENTRANCE WITH BRICK PILLARS, 10.8 METERS (35.8 FEET)
 CK2306'EAST-NORTHEAST OF POWER POLE NUMBER 131747, 5.2 METERS (17.0 FEET)
 CK2306'WEST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 3.7 METERS (12.5
 CK2306'FEET) SOUTH OF THE APPROXIMATE CENTER OF A SAND DRIVE, 0.5 METER (1.6
 CK2306'FEET) SOUTH OF THE BRICK PILLAR.
 CK2306'THE MARK IS ABOVE LEVEL WITH AREA.
 CK2306
 CK2306                          STATION RECOVERY (2002)
 CK2306
 CK2306'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2306'NOT FOUND.  SEARCHED NEAR SEVERAL BRICK PILLARS WITH A MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0794 ***********************************************************************
 CK0794  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0794  DESIGNATION -  866 8686 TIDAL 3
 CK0794  PID         -  CK0794
 CK0794  STATE/COUNTY-  SC/BEAUFORT
 CK0794  USGS QUAD   -  PARRIS ISLAND (1979)
 CK0794
 CK0794                         *CURRENT SURVEY CONTROL
 CK0794  ___________________________________________________________________
 CK0794* NAD 83(1986)-  32 18 24.     (N)    080 38 34.     (W)     SCALED    
 CK0794* NAVD 88     -         2.918  (meters)       9.57   (feet)  ADJUSTED  
 CK0794  ___________________________________________________________________
 CK0794  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK0794  DYNAMIC HT  -           2.914 (meters)       9.56  (feet)  COMP
 CK0794  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 CK0794
 CK0794  VERT ORDER  -  FIRST     CLASS II
 CK0794
 CK0794.The horizontal coordinates were scaled from a topographic map and have
 CK0794.an estimated accuracy of +/- 6 seconds.
 CK0794
 CK0794.The orthometric height was determined by differential leveling
 CK0794.and adjusted by the National Geodetic Survey in June 1991..
 CK0794
 CK0794.This Tidal Bench Mark is designated as VM 4512
 CK0794.by the Center for Operational Oceanographic Products and Services.
 CK0794
 CK0794.The geoid height was determined by GEOID03.
 CK0794
 CK0794.The dynamic height is computed by dividing the NAVD 88
 CK0794.geopotential number by the normal gravity value computed on the
 CK0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0794.degrees latitude (g = 980.6199 gals.).
 CK0794
 CK0794.The modeled gravity was interpolated from observed gravity values.
 CK0794
 CK0794;                    North         East    Units  Estimated Accuracy
 CK0794;SPC SC       -    52,560.      643,250.      MT  (+/- 180 meters Scaled)
 CK0794
 CK0794                          SUPERSEDED SURVEY CONTROL
 CK0794
 CK0794  NGVD 29 (03/21/89)    3.201  (m)           10.50   (f) ADJUSTED    1 2
 CK0794
 CK0794.Superseded values are not recommended for survey control.
 CK0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0794.See file dsdata.txt to determine how the superseded data were derived.
 CK0794
 CK0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR336744(NAD 83)
 CK0794_MARKER: DJ = TIDAL STATION DISK
 CK0794_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CK0794_STAMPING: III
 CK0794_MARK LOGO: CGS   
 CK0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0794
 CK0794  HISTORY     - Date     Condition        Report By
 CK0794  HISTORY     - UNK      MONUMENTED       CGS
 CK0794  HISTORY     - 1962     GOOD             NGS
 CK0794  HISTORY     - 1971     GOOD
 CK0794  HISTORY     - 1982     GOOD             SCGS
 CK0794  HISTORY     - 1990     GOOD             USPSQD
 CK0794  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 CK0794
 CK0794                          STATION DESCRIPTION
 CK0794
 CK0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0794'AT FORT FREMONT.
 CK0794'0.25 MILE SOUTHWEST ON A SAND ROAD FROM THE JUNCTION OF LANDS END
 CK0794'ROAD AND SEASIDE ROAD AT FORT FREMONT, THENCE 306 FEET SOUTH ON
 CK0794'SAND ROAD TO THE OLD FORT ON EAST SIDE OF THE BEAUFORT RIVER.
 CK0794'320 FEET EAST OF HIGHWATER LINE, 78 FEET SOUTH OF TIDAL BM NO. 2,
 CK0794'62 FEET SOUTH OF POWER LINE POLE NO. 19227, 23 FEET WEST OF
 CK0794'CENTER LINE OF ROAD AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
 CK0794'SET IN A VERTICAL DRILL HOLE IN THE EAST FACE AT THE NORTHEAST
 CK0794'CORNER OF OLD PART OF FORT FREMONT ON THE F.J. BARNES PROPERTY.
 CK0794
 CK0794                          STATION RECOVERY (1971)
 CK0794
 CK0794'RECOVERED 1971
 CK0794'RECOVERED IN GOOD CONDITION.
 CK0794
 CK0794                          STATION RECOVERY (1982)
 CK0794
 CK0794'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK0794'RECOVERED IN GOOD CONDITION EXCEPT ADD
 CK0794'THE MARK IS 0.90 M ABOVE AREA.
 CK0794
 CK0794                          STATION RECOVERY (1990)
 CK0794
 CK0794'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK0794'RECOVERED IN GOOD CONDITION.
 CK0794
 CK0794                          STATION RECOVERY (2002)
 CK0794
 CK0794'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK0794'NOT FOUND.  SEARCHED NEAR SAND ROAD A MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1994 ***********************************************************************
 CK1994  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1994  DESIGNATION -  866 8701 D TIDAL
 CK1994  PID         -  CK1994
 CK1994  STATE/COUNTY-  SC/JASPER
 CK1994  USGS QUAD   -  HARDEEVILLE (1979)
 CK1994
 CK1994                         *CURRENT SURVEY CONTROL
 CK1994  ___________________________________________________________________
 CK1994* NAD 83(1986)-  32 18 15.     (N)    081 07 12.     (W)     SCALED    
 CK1994* NAVD 88     -         5.038  (meters)      16.53   (feet)  ADJUSTED  
 CK1994  ___________________________________________________________________
 CK1994  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CK1994  DYNAMIC HT  -           5.033 (meters)      16.51  (feet)  COMP
 CK1994  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 CK1994
 CK1994  VERT ORDER  -  FIRST     CLASS II
 CK1994
 CK1994.The horizontal coordinates were scaled from a topographic map and have
 CK1994.an estimated accuracy of +/- 6 seconds.
 CK1994
 CK1994.The orthometric height was determined by differential leveling
 CK1994.and adjusted by the National Geodetic Survey in June 1991..
 CK1994
 CK1994.This Tidal Bench Mark is designated as VM 4518
 CK1994.by the Center for Operational Oceanographic Products and Services.
 CK1994
 CK1994.The geoid height was determined by GEOID03.
 CK1994
 CK1994.The dynamic height is computed by dividing the NAVD 88
 CK1994.geopotential number by the normal gravity value computed on the
 CK1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1994.degrees latitude (g = 980.6199 gals.).
 CK1994
 CK1994.The modeled gravity was interpolated from observed gravity values.
 CK1994
 CK1994;                    North         East    Units  Estimated Accuracy
 CK1994;SPC SC       -    52,230.      598,300.      MT  (+/- 180 meters Scaled)
 CK1994
 CK1994                          SUPERSEDED SURVEY CONTROL
 CK1994
 CK1994  NGVD 29 (03/21/89)    5.316  (m)           17.44   (f) ADJUSTED    1 2
 CK1994
 CK1994.Superseded values are not recommended for survey control.
 CK1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1994.See file dsdata.txt to determine how the superseded data were derived.
 CK1994
 CK1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR887741(NAD 83)
 CK1994_MARKER: DJ = TIDAL STATION DISK
 CK1994_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1994_SP_SET: STAINLESS STEEL ROD
 CK1994_STAMPING: 8701 D 1981
 CK1994_MARK LOGO: NOS   
 CK1994_PROJECTION: FLUSH
 CK1994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1994+STABILITY: POSITION/ELEVATION WELL
 CK1994_ROD/PIPE-DEPTH: 9.10 meters
 CK1994
 CK1994  HISTORY     - Date     Condition        Report By
 CK1994  HISTORY     - 1981     MONUMENTED       NOS
 CK1994  HISTORY     - 1981     GOOD             SCGS
 CK1994
 CK1994                          STATION DESCRIPTION
 CK1994
 CK1994'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1994'2.2 KM (1.4 MI) NW FROM HARDEEVILLE.
 CK1994'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 CK1994'JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO THE JUNCTION OF
 CK1994'U.S. HIGHWAY 321, CONTINUE 3.4 KILOMETERS (2.15 MILES) STRAIGHT
 CK1994'ALONG COUNTY ROAD S-27-31, THENCE 0.6 KILOMETER (0.4 MILE) NORTH
 CK1994'ALONG COUNTY ROAD S-27-34, THENCE LEFT, SET IN THE NORTHWEST ANGLE
 CK1994'OF THE INTERSECTION OF COUNTY ROAD S-27-34 AND THE DRIVEWAY LEADING
 CK1994'TO THE HOUSE, 11.70 METERS (38.6 FEET) WEST OF THE APPROXIMATE
 CK1994'CENTERLINE OF THE HIGHWAY, 5.90 METERS (19.6 FEET) NORTH OF THE
 CK1994'APPROXIMATE CENTER OF THE DRIVEWAY AND 1.70 METERS (5.5 FEET) EAST
 CK1994'OF A 20 INCH PINE TREE.
 CK1994'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1993 ***********************************************************************
 CK1993  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1993  DESIGNATION -  866 8701 E TIDAL
 CK1993  PID         -  CK1993
 CK1993  STATE/COUNTY-  SC/JASPER
 CK1993  USGS QUAD   -  HARDEEVILLE (1979)
 CK1993
 CK1993                         *CURRENT SURVEY CONTROL
 CK1993  ___________________________________________________________________
 CK1993* NAD 83(1986)-  32 18 14.     (N)    081 07 11.     (W)     SCALED    
 CK1993* NAVD 88     -         4.737  (meters)      15.54   (feet)  ADJUSTED  
 CK1993  ___________________________________________________________________
 CK1993  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CK1993  DYNAMIC HT  -           4.731 (meters)      15.52  (feet)  COMP
 CK1993  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 CK1993
 CK1993  VERT ORDER  -  FIRST     CLASS II
 CK1993
 CK1993.The horizontal coordinates were scaled from a topographic map and have
 CK1993.an estimated accuracy of +/- 6 seconds.
 CK1993
 CK1993.The orthometric height was determined by differential leveling
 CK1993.and adjusted by the National Geodetic Survey in June 1991..
 CK1993
 CK1993.This Tidal Bench Mark is designated as VM 4519
 CK1993.by the Center for Operational Oceanographic Products and Services.
 CK1993
 CK1993.The geoid height was determined by GEOID03.
 CK1993
 CK1993.The dynamic height is computed by dividing the NAVD 88
 CK1993.geopotential number by the normal gravity value computed on the
 CK1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1993.degrees latitude (g = 980.6199 gals.).
 CK1993
 CK1993.The modeled gravity was interpolated from observed gravity values.
 CK1993
 CK1993;                    North         East    Units  Estimated Accuracy
 CK1993;SPC SC       -    52,200.      598,320.      MT  (+/- 180 meters Scaled)
 CK1993
 CK1993                          SUPERSEDED SURVEY CONTROL
 CK1993
 CK1993  NGVD 29 (03/21/89)    5.014  (m)           16.45   (f) ADJUSTED    1 2
 CK1993
 CK1993.Superseded values are not recommended for survey control.
 CK1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1993.See file dsdata.txt to determine how the superseded data were derived.
 CK1993
 CK1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR887741(NAD 83)
 CK1993_MARKER: DJ = TIDAL STATION DISK
 CK1993_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1993_SP_SET: STAINLESS STEEL ROD
 CK1993_STAMPING: 8701 E 1981
 CK1993_MARK LOGO: NOS   
 CK1993_PROJECTION: FLUSH
 CK1993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1993+STABILITY: POSITION/ELEVATION WELL
 CK1993_ROD/PIPE-DEPTH: 9.10 meters
 CK1993
 CK1993  HISTORY     - Date     Condition        Report By
 CK1993  HISTORY     - 1981     MONUMENTED       NOS
 CK1993  HISTORY     - 1981     GOOD             SCGS
 CK1993
 CK1993                          STATION DESCRIPTION
 CK1993
 CK1993'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1993'2.2 KM (1.4 MI) NW FROM HARDEEVILLE.
 CK1993'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 CK1993'JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO THE JUNCTION OF
 CK1993'U.S. HIGHWAY 321, CONTINUE 3.4 KILOMETERS (2.15 MILES) STRAIGHT
 CK1993'ALONG COUNTY ROAD S-27-31, THENCE 0.6 KILOMETER (0.4 MILE) NORTH
 CK1993'ALONG COUNTY ROAD S-27-34 TO A DRIVEWAY ON THE LEFT, SET ON THE
 CK1993'EAST SIDE OF HIGHWAY S-27-34 SOUTH OF THE DRIVEWAY TO THE HOUSE,
 CK1993'52.10 METERS (171.0 FEET) SOUTH OF THE APPROXIMATE EXTENDED CENTER
 CK1993'OF THE DRIVEWAY TO THE FISH CAMP, 21.90 METERS (72.0 FEET) EAST
 CK1993'NORTHEAST AND ACROSS THE ROAD FROM A TELEPHONE JUNCTION BOX AND A
 CK1993'WIRE FENCE CORNER POST, 9.70 METERS (32.0 FEET) EAST SOUTHEAST
 CK1993'OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 2.30 METERS (7.5 FEET)
 CK1993'NORTH OF A 12 INCH MAPLE TREE.
 CK1993'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1992 ***********************************************************************
 CK1992  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1992  DESIGNATION -  866 8701 F TIDAL
 CK1992  PID         -  CK1992
 CK1992  STATE/COUNTY-  SC/JASPER
 CK1992  USGS QUAD   -  HARDEEVILLE (1979)
 CK1992
 CK1992                         *CURRENT SURVEY CONTROL
 CK1992  ___________________________________________________________________
 CK1992* NAD 83(1986)-  32 18 08.     (N)    081 07 13.     (W)     SCALED    
 CK1992* NAVD 88     -         5.048  (meters)      16.56   (feet)  ADJUSTED  
 CK1992  ___________________________________________________________________
 CK1992  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CK1992  DYNAMIC HT  -           5.042 (meters)      16.54  (feet)  COMP
 CK1992  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 CK1992
 CK1992  VERT ORDER  -  FIRST     CLASS II
 CK1992
 CK1992.The horizontal coordinates were scaled from a topographic map and have
 CK1992.an estimated accuracy of +/- 6 seconds.
 CK1992
 CK1992.The orthometric height was determined by differential leveling
 CK1992.and adjusted by the National Geodetic Survey in June 1991..
 CK1992
 CK1992.This Tidal Bench Mark is designated as VM 4520
 CK1992.by the Center for Operational Oceanographic Products and Services.
 CK1992
 CK1992.The geoid height was determined by GEOID03.
 CK1992
 CK1992.The dynamic height is computed by dividing the NAVD 88
 CK1992.geopotential number by the normal gravity value computed on the
 CK1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1992.degrees latitude (g = 980.6199 gals.).
 CK1992
 CK1992.The modeled gravity was interpolated from observed gravity values.
 CK1992
 CK1992;                    North         East    Units  Estimated Accuracy
 CK1992;SPC SC       -    52,010.      598,270.      MT  (+/- 180 meters Scaled)
 CK1992
 CK1992                          SUPERSEDED SURVEY CONTROL
 CK1992
 CK1992  NGVD 29 (03/21/89)    5.325  (m)           17.47   (f) ADJUSTED    1 2
 CK1992
 CK1992.Superseded values are not recommended for survey control.
 CK1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1992.See file dsdata.txt to determine how the superseded data were derived.
 CK1992
 CK1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR886739(NAD 83)
 CK1992_MARKER: DJ = TIDAL STATION DISK
 CK1992_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1992_SP_SET: STAINLESS STEEL ROD
 CK1992_STAMPING: 8701 F 1979
 CK1992_MARK LOGO: NOS   
 CK1992_PROJECTION: FLUSH
 CK1992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1992+STABILITY: POSITION/ELEVATION WELL
 CK1992_ROD/PIPE-DEPTH: 9.40 meters
 CK1992
 CK1992  HISTORY     - Date     Condition        Report By
 CK1992  HISTORY     - 1979     MONUMENTED       NOS
 CK1992  HISTORY     - 1981     GOOD             SCGS
 CK1992
 CK1992                          STATION DESCRIPTION
 CK1992
 CK1992'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1992'2.2 KM (1.4 MI) NW FROM HARDEEVILLE.
 CK1992'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 CK1992'JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO THE JUNCTION OF U.S.
 CK1992'HIGHWAY 321, CONTINUE 3.4 KILOMETERS (2.15 MILES) STRAIGHT ALONG
 CK1992'COUNTY ROAD S-27-31, THENCE 0.6 KILOMETER (0.4 MILE) NORTH ALONG
 CK1992'COUNTY ROAD S-27-34 TO A DRIVEWAY, SET ON THE WEST SIDE OF HIGHWAY
 CK1992'S-27-34, 0.1 KILOMETER (0.05 MILE) SOUTH OF THE DRIVEWAY TO THE HOUSE,
 CK1992'54.80 METERS (180.0 FEET) SOUTH SOUTHWEST OF BENCHMARK 8701 E,
 CK1992'10.40 METERS (34.0 FEET) WEST OF THE APPROXIMATE CENTERLINE OF THE
 CK1992'HIGHWAY, 3.0 METERS (9.9 FEET) SOUTHWEST OF A WITNESS SIGN ON A
 CK1992'24 INCH LIVE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1996 ***********************************************************************
 CK1996  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1996  DESIGNATION -  866 8701 G TIDAL
 CK1996  PID         -  CK1996
 CK1996  STATE/COUNTY-  SC/JASPER
 CK1996  USGS QUAD   -  HARDEEVILLE (1979)
 CK1996
 CK1996                         *CURRENT SURVEY CONTROL
 CK1996  ___________________________________________________________________
 CK1996* NAD 83(1986)-  32 18 09.     (N)    081 07 17.     (W)     SCALED    
 CK1996* NAVD 88     -         5.126  (meters)      16.82   (feet)  ADJUSTED  
 CK1996  ___________________________________________________________________
 CK1996  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CK1996  DYNAMIC HT  -           5.121 (meters)      16.80  (feet)  COMP
 CK1996  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 CK1996
 CK1996  VERT ORDER  -  FIRST     CLASS II
 CK1996
 CK1996.The horizontal coordinates were scaled from a topographic map and have
 CK1996.an estimated accuracy of +/- 6 seconds.
 CK1996
 CK1996.The orthometric height was determined by differential leveling
 CK1996.and adjusted by the National Geodetic Survey in June 1991..
 CK1996
 CK1996.This Tidal Bench Mark is designated as VM 4521
 CK1996.by the Center for Operational Oceanographic Products and Services.
 CK1996
 CK1996.The geoid height was determined by GEOID03.
 CK1996
 CK1996.The dynamic height is computed by dividing the NAVD 88
 CK1996.geopotential number by the normal gravity value computed on the
 CK1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1996.degrees latitude (g = 980.6199 gals.).
 CK1996
 CK1996.The modeled gravity was interpolated from observed gravity values.
 CK1996
 CK1996;                    North         East    Units  Estimated Accuracy
 CK1996;SPC SC       -    52,040.      598,170.      MT  (+/- 180 meters Scaled)
 CK1996
 CK1996                          SUPERSEDED SURVEY CONTROL
 CK1996
 CK1996  NGVD 29 (03/21/89)    5.404  (m)           17.73   (f) ADJUSTED    1 2
 CK1996
 CK1996.Superseded values are not recommended for survey control.
 CK1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1996.See file dsdata.txt to determine how the superseded data were derived.
 CK1996
 CK1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR885739(NAD 83)
 CK1996_MARKER: DJ = TIDAL STATION DISK
 CK1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1996_SP_SET: CONCRETE POST
 CK1996_STAMPING: 8701 G 1981
 CK1996_MARK LOGO: NOS   
 CK1996_PROJECTION: FLUSH
 CK1996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1996
 CK1996  HISTORY     - Date     Condition        Report By
 CK1996  HISTORY     - 1981     MONUMENTED       NOS
 CK1996  HISTORY     - 1981     GOOD             SCGS
 CK1996
 CK1996                          STATION DESCRIPTION
 CK1996
 CK1996'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1996'2.2 KM (1.4 MI) NW FROM HARDEEVILLE.
 CK1996'0.5 KILOMETERS (0.3 MILE) NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 CK1996'JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO THE JUNCTION OF
 CK1996'U.S. HIGHWAY 17, IN HARDEEVILLE TO THE JUNCTION OF U.S. HIGHWAY 321,
 CK1996'CONTINUE 3.4 KILOMETERS (2.15 MILES) STRAIGHT ALONG COUNTY ROAD
 CK1996'S-27-31, THENCE 0.6 KILOMETER (0.4 MILE) NORTH ALONG COUNTY ROAD
 CK1996'S-27-34, THENCE LEFT ALONG A DRIVEWAY TO A HOUSE ON THE RIVERS
 CK1996'EDGE, SET AT THE WEST END OF THE DRIVEWAY BY A SPIGOT, 23.20 METERS
 CK1996'(76.0 FEET) EAST SOUTHEAST OF THE RIVERS EDGE, 13.80 METERS (45.5
 CK1996'FEET) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 CK1996'12.50 METERS (41.0 FEET) SOUTH OF A 50 INCH OAK TREE, 3.20 METERS
 CK1996'(10.5 FEET) EAST SOUTHEAST OF THE WATER SPIGOT.
 CK1996'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1995 ***********************************************************************
 CK1995  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1995  DESIGNATION -  866 8701 H TIDAL
 CK1995  PID         -  CK1995
 CK1995  STATE/COUNTY-  SC/JASPER
 CK1995  USGS QUAD   -  HARDEEVILLE (1979)
 CK1995
 CK1995                         *CURRENT SURVEY CONTROL
 CK1995  ___________________________________________________________________
 CK1995* NAD 83(1986)-  32 18 12.     (N)    081 07 17.     (W)     SCALED    
 CK1995* NAVD 88     -         5.446  (meters)      17.87   (feet)  ADJUSTED  
 CK1995  ___________________________________________________________________
 CK1995  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CK1995  DYNAMIC HT  -           5.440 (meters)      17.85  (feet)  COMP
 CK1995  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 CK1995
 CK1995  VERT ORDER  -  FIRST     CLASS II
 CK1995
 CK1995.The horizontal coordinates were scaled from a topographic map and have
 CK1995.an estimated accuracy of +/- 6 seconds.
 CK1995
 CK1995.The orthometric height was determined by differential leveling
 CK1995.and adjusted by the National Geodetic Survey in June 1991..
 CK1995
 CK1995.This Tidal Bench Mark is designated as VM 4522
 CK1995.by the Center for Operational Oceanographic Products and Services.
 CK1995
 CK1995.The geoid height was determined by GEOID03.
 CK1995
 CK1995.The dynamic height is computed by dividing the NAVD 88
 CK1995.geopotential number by the normal gravity value computed on the
 CK1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1995.degrees latitude (g = 980.6199 gals.).
 CK1995
 CK1995.The modeled gravity was interpolated from observed gravity values.
 CK1995
 CK1995;                    North         East    Units  Estimated Accuracy
 CK1995;SPC SC       -    52,130.      598,170.      MT  (+/- 180 meters Scaled)
 CK1995
 CK1995                          SUPERSEDED SURVEY CONTROL
 CK1995
 CK1995  NGVD 29 (03/21/89)    5.724  (m)           18.78   (f) ADJUSTED    1 2
 CK1995
 CK1995.Superseded values are not recommended for survey control.
 CK1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1995.See file dsdata.txt to determine how the superseded data were derived.
 CK1995
 CK1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR885740(NAD 83)
 CK1995_MARKER: DJ = TIDAL STATION DISK
 CK1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1995_SP_SET: CONCRETE POST
 CK1995_STAMPING: 8701 H 1981
 CK1995_MARK LOGO: NOS   
 CK1995_PROJECTION: FLUSH
 CK1995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1995
 CK1995  HISTORY     - Date     Condition        Report By
 CK1995  HISTORY     - 1981     MONUMENTED       NOS
 CK1995  HISTORY     - 1981     GOOD             SCGS
 CK1995
 CK1995                          STATION DESCRIPTION
 CK1995
 CK1995'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1995'2.2 KM (1.4 MI) NW FROM HARDEEVILLE.
 CK1995'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 CK1995'JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, TO THE JUNCTION OF
 CK1995'U.S. HIGHWAY 321, CONTINUE 3.4 KILOMETERS (2.15 MILES) STRAIGHT
 CK1995'ALONG COUNTY ROAD S-27-31, THENCE 0.6 KILOMETER (0.4 MILE) NORTH ALONG
 CK1995'COUNTY ROAD S-27-34, THENCE LEFT ALONG A DRIVEWAY, SET AT THE NORTH
 CK1995'EDGE OF THE YARD OF THE HOUSE AT THE WEST END OF THE DRIVEWAY, ABOUT
 CK1995'75 FEET EAST OF THE TOP OF THE RIVER BANK, 60.90 METERS (200.0 FEET)
 CK1995'NORTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 7.60 METERS (25.0
 CK1995'FEET) NORTH NORTHWEST OF THE NORTHWEST CORNER OF A TIN BUILDING AND
 CK1995'1.90 METERS (6.5 FEET) EAST OF A BLOCK FOUNDATION.
 CK1995'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2002 ***********************************************************************
 CK2002  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2002  DESIGNATION -  866 8755 A TIDAL
 CK2002  PID         -  CK2002
 CK2002  STATE/COUNTY-  SC/BEAUFORT
 CK2002  USGS QUAD   -  JASPER (1979)
 CK2002
 CK2002                         *CURRENT SURVEY CONTROL
 CK2002  ___________________________________________________________________
 CK2002* NAD 83(1986)-  32 17 23.     (N)    080 55 46.     (W)     SCALED    
 CK2002* NAVD 88     -         2.993  (meters)       9.82   (feet)  ADJUSTED  
 CK2002  ___________________________________________________________________
 CK2002  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 CK2002  DYNAMIC HT  -           2.990 (meters)       9.81  (feet)  COMP
 CK2002  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CK2002
 CK2002  VERT ORDER  -  FIRST     CLASS II
 CK2002
 CK2002.The horizontal coordinates were scaled from a topographic map and have
 CK2002.an estimated accuracy of +/- 6 seconds.
 CK2002
 CK2002.The orthometric height was determined by differential leveling
 CK2002.and adjusted by the National Geodetic Survey in June 1991..
 CK2002
 CK2002.This Tidal Bench Mark is designated as VM 14360
 CK2002.by the Center for Operational Oceanographic Products and Services.
 CK2002
 CK2002.The geoid height was determined by GEOID03.
 CK2002
 CK2002.The dynamic height is computed by dividing the NAVD 88
 CK2002.geopotential number by the normal gravity value computed on the
 CK2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2002.degrees latitude (g = 980.6199 gals.).
 CK2002
 CK2002.The modeled gravity was interpolated from observed gravity values.
 CK2002
 CK2002;                    North         East    Units  Estimated Accuracy
 CK2002;SPC SC       -    50,620.      616,250.      MT  (+/- 180 meters Scaled)
 CK2002
 CK2002                          SUPERSEDED SURVEY CONTROL
 CK2002
 CK2002  NGVD 29 (03/21/89)    3.275  (m)           10.74   (f) ADJUSTED    1 2
 CK2002
 CK2002.Superseded values are not recommended for survey control.
 CK2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2002.See file dsdata.txt to determine how the superseded data were derived.
 CK2002
 CK2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR066725(NAD 83)
 CK2002_MARKER: DR = REFERENCE MARK DISK
 CK2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2002_SP_SET: CONCRETE POST
 CK2002_STAMPING: 866 8755 A 1979
 CK2002_MARK LOGO: CGS   
 CK2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2002
 CK2002  HISTORY     - Date     Condition        Report By
 CK2002  HISTORY     - 1979     MONUMENTED       NOS
 CK2002  HISTORY     - 1981     GOOD             SCGS
 CK2002  HISTORY     - 1990     GOOD             USPSQD
 CK2002  HISTORY     - 19910314 MARK NOT FOUND   SCGS
 CK2002  HISTORY     - 19980617 MARK NOT FOUND   USPSQD
 CK2002
 CK2002                          STATION DESCRIPTION
 CK2002
 CK2002'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2002'8.5 KM (5.3 MI) WNW FROM BLUFFTON.
 CK2002'8.5 KILOMETERS (5.3 MILES) WEST ALONG U.S. HIGHWAY 278 FROM THE
 CK2002'JUNCTION OF STATE HIGHWAY 46 JUST NORTH OF BLUFFTON TO A SMALL
 CK2002'BRIDGE OVER THE OKATEE RIVER, SET IN THE TOP OF THE CURB ON THE
 CK2002'SOUTH SIDE OF THE ROAD AT THE WEST END OF THE BRIDGE.
 CK2002'THE MARK IS 0.20 M ABOVE ROAD.
 CK2002
 CK2002                          STATION RECOVERY (1990)
 CK2002
 CK2002'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2002'RECOVERED IN GOOD CONDITION.
 CK2002
 CK2002                          STATION RECOVERY (1991)
 CK2002
 CK2002'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991
 CK2002'MARK NOT FOUND.
 CK2002
 CK2002                          STATION RECOVERY (1998)
 CK2002
 CK2002'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2001 ***********************************************************************
 CK2001  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2001  DESIGNATION -  866 8755 C TIDAL
 CK2001  PID         -  CK2001
 CK2001  STATE/COUNTY-  SC/BEAUFORT
 CK2001  USGS QUAD   -  JASPER (1979)
 CK2001
 CK2001                         *CURRENT SURVEY CONTROL
 CK2001  ___________________________________________________________________
 CK2001* NAD 83(1986)-  32 17 26.     (N)    080 56 02.     (W)     SCALED    
 CK2001* NAVD 88     -         4.076  (meters)      13.37   (feet)  ADJUSTED  
 CK2001  ___________________________________________________________________
 CK2001  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 CK2001  DYNAMIC HT  -           4.071 (meters)      13.36  (feet)  COMP
 CK2001  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CK2001
 CK2001  VERT ORDER  -  FIRST     CLASS II
 CK2001
 CK2001.The horizontal coordinates were scaled from a topographic map and have
 CK2001.an estimated accuracy of +/- 6 seconds.
 CK2001
 CK2001.The orthometric height was determined by differential leveling
 CK2001.and adjusted by the National Geodetic Survey in June 1991..
 CK2001
 CK2001.This Tidal Bench Mark is designated as VM 14362
 CK2001.by the Center for Operational Oceanographic Products and Services.
 CK2001
 CK2001.The geoid height was determined by GEOID03.
 CK2001
 CK2001.The dynamic height is computed by dividing the NAVD 88
 CK2001.geopotential number by the normal gravity value computed on the
 CK2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2001.degrees latitude (g = 980.6199 gals.).
 CK2001
 CK2001.The modeled gravity was interpolated from observed gravity values.
 CK2001
 CK2001;                    North         East    Units  Estimated Accuracy
 CK2001;SPC SC       -    50,710.      615,830.      MT  (+/- 180 meters Scaled)
 CK2001
 CK2001                          SUPERSEDED SURVEY CONTROL
 CK2001
 CK2001  NGVD 29 (03/21/89)    4.358  (m)           14.30   (f) ADJUSTED    1 2
 CK2001
 CK2001.Superseded values are not recommended for survey control.
 CK2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2001.See file dsdata.txt to determine how the superseded data were derived.
 CK2001
 CK2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR062726(NAD 83)
 CK2001_MARKER: DB = BENCH MARK DISK
 CK2001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2001_SP_SET: STAINLESS STEEL ROD
 CK2001_STAMPING: 8755 C 1979
 CK2001_MARK LOGO: NOS   
 CK2001_PROJECTION: RECESSED 5 CENTIMETERS
 CK2001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2001+STABILITY: POSITION/ELEVATION WELL
 CK2001_ROD/PIPE-DEPTH: 11.0 meters
 CK2001
 CK2001  HISTORY     - Date     Condition        Report By
 CK2001  HISTORY     - 1979     MONUMENTED       NOS
 CK2001  HISTORY     - 1981     GOOD             SCGS
 CK2001  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2001  HISTORY     - 19980617 MARK NOT FOUND   USPSQD
 CK2001
 CK2001                          STATION DESCRIPTION
 CK2001
 CK2001'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2001'9.3 KM (5.8 MI) WNW FROM BLUFFTON.
 CK2001'9.0 KILOMETERS (5.5 MILES) WEST ALONG U.S. HIGHWAY 278 FROM THE
 CK2001'JUNCTION OF STATE HIGHWAY 46, JUST NORTH OF BLUFFTON TO A SMALL
 CK2001'POWERLINE CROSSING JUST BEFORE REACHING A LARGE POWERLINE CROSSING
 CK2001'AND 0.3 KILOMETER (0.2 MILE) BEFORE REACHING THE JUNCTION OF HIGHWAY
 CK2001'170, SET ALONG THE NORTH SIDE OF THE HIGHWAY, 24.90 METERS (82.4 FEET)
 CK2001'EAST SOUTHEAST OF THE APPROXIMATE CENTER OF A WOODS TRAIL, 9.00 METERS
 CK2001'(29.6 FEET) NORTH NORTHEAST OF THE APPROXIMATE CENTERLINE OF HIGHWAY
 CK2001'278 AND 1.40 METERS (3.5 FEET) SOUTHWEST OF A POWERPOLE WITH LINES
 CK2001'RUNNING NORTH, SOUTH, EAST AND WEST.
 CK2001'THE MARK IS 0.80 METERS  S FROM  HIGHWAY
 CK2001'THE MARK IS 1.00 M ABOVE HIGHWAY.
 CK2001
 CK2001                          STATION RECOVERY (1990)
 CK2001
 CK2001'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2001'MARK NOT FOUND.
 CK2001
 CK2001                          STATION RECOVERY (1998)
 CK2001
 CK2001'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2000 ***********************************************************************
 CK2000  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2000  DESIGNATION -  866 8755 D TIDAL
 CK2000  PID         -  CK2000
 CK2000  STATE/COUNTY-  SC/BEAUFORT
 CK2000  USGS QUAD   -  JASPER (1979)
 CK2000
 CK2000                         *CURRENT SURVEY CONTROL
 CK2000  ___________________________________________________________________
 CK2000* NAD 83(1986)-  32 17 26.     (N)    080 56 09.     (W)     SCALED    
 CK2000* NAVD 88     -         3.962  (meters)      13.00   (feet)  ADJUSTED  
 CK2000  ___________________________________________________________________
 CK2000  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 CK2000  DYNAMIC HT  -           3.958 (meters)      12.99  (feet)  COMP
 CK2000  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 CK2000
 CK2000  VERT ORDER  -  FIRST     CLASS II
 CK2000
 CK2000.The horizontal coordinates were scaled from a topographic map and have
 CK2000.an estimated accuracy of +/- 6 seconds.
 CK2000
 CK2000.The orthometric height was determined by differential leveling
 CK2000.and adjusted by the National Geodetic Survey in June 1991..
 CK2000
 CK2000.This Tidal Bench Mark is designated as VM 14363
 CK2000.by the Center for Operational Oceanographic Products and Services.
 CK2000
 CK2000.The geoid height was determined by GEOID03.
 CK2000
 CK2000.The dynamic height is computed by dividing the NAVD 88
 CK2000.geopotential number by the normal gravity value computed on the
 CK2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2000.degrees latitude (g = 980.6199 gals.).
 CK2000
 CK2000.The modeled gravity was interpolated from observed gravity values.
 CK2000
 CK2000;                    North         East    Units  Estimated Accuracy
 CK2000;SPC SC       -    50,710.      615,650.      MT  (+/- 180 meters Scaled)
 CK2000
 CK2000                          SUPERSEDED SURVEY CONTROL
 CK2000
 CK2000  NGVD 29 (03/21/89)    4.244  (m)           13.92   (f) ADJUSTED    1 2
 CK2000
 CK2000.Superseded values are not recommended for survey control.
 CK2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2000.See file dsdata.txt to determine how the superseded data were derived.
 CK2000
 CK2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR060726(NAD 83)
 CK2000_MARKER: DJ = TIDAL STATION DISK
 CK2000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2000_SP_SET: STAINLESS STEEL ROD
 CK2000_STAMPING: 8755 D 1979
 CK2000_MARK LOGO: NOS   
 CK2000_PROJECTION: FLUSH
 CK2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK2000_ROD/PIPE-DEPTH: 10.9 meters
 CK2000
 CK2000  HISTORY     - Date     Condition        Report By
 CK2000  HISTORY     - 1979     MONUMENTED       NOS
 CK2000  HISTORY     - 1981     GOOD             SCGS
 CK2000  HISTORY     - 1990     GOOD             USPSQD
 CK2000  HISTORY     - 19980617 MARK NOT FOUND   USPSQD
 CK2000
 CK2000                          STATION DESCRIPTION
 CK2000
 CK2000'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2000'9.0 KM (5.65 MI) WNW FROM BLUFFTON.
 CK2000'9.0 KILOMETERS (5.65 MILES) WEST ALONG U.S. HIGHWAY 278 FROM THE
 CK2000'JUNCTION OF STATE HIGHWAY 46, JUST NORTH OF BLUFFTON, TO A SEMI
 CK2000'CIRCULAR DRIVEWAY ON THE LEFT, 0.3 KILOMETER (0.15 MILE) BEFORE
 CK2000'REACHING STATE HIGHWAY 170, SET ON THE SOUTH SIDE OF THE ROAD,
 CK2000'EAST OF THE WEST ENTRANCE OF AN OLD SEMI CIRCLE DRIVEWAY,
 CK2000'20.7 METERS (68.1 FEET) SOUTH OF A POWER POLE DESIGNATED BY 50X
 CK2000'WRITTEN IN YELLOW, 12.0 METERS (39.8 FEET) EAST OF A POWER POLE,
 CK2000'9.0 METERS (29.7 FEET) SOUTH SOUTHWEST OF THE CENTER LINE OF
 CK2000'U.S. 278, 6.7 METERS (22.3 FEET) SOUTHEAST OF THE CENTER OF THE
 CK2000'DRIVEWAY, 2.4 METERS (8.0 FEET) WEST NORTHWEST OF A 4 INCH CEDAR
 CK2000'TREE.
 CK2000'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 CK2000'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2000
 CK2000                          STATION RECOVERY (1990)
 CK2000
 CK2000'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2000'RECOVERED IN GOOD CONDITION.
 CK2000
 CK2000                          STATION RECOVERY (1998)
 CK2000
 CK2000'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1926 ***********************************************************************
 CK1926  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1926  DESIGNATION -  866 8755 E TIDAL
 CK1926  PID         -  CK1926
 CK1926  STATE/COUNTY-  SC/BEAUFORT
 CK1926  USGS QUAD   -  JASPER (1979)
 CK1926
 CK1926                         *CURRENT SURVEY CONTROL
 CK1926  ___________________________________________________________________
 CK1926* NAD 83(1986)-  32 17 27.     (N)    080 56 15.     (W)     SCALED    
 CK1926* NAVD 88     -         4.124  (meters)      13.53   (feet)  ADJUSTED  
 CK1926  ___________________________________________________________________
 CK1926  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 CK1926  DYNAMIC HT  -           4.120 (meters)      13.52  (feet)  COMP
 CK1926  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 CK1926
 CK1926  VERT ORDER  -  FIRST     CLASS II
 CK1926
 CK1926.The horizontal coordinates were scaled from a topographic map and have
 CK1926.an estimated accuracy of +/- 6 seconds.
 CK1926
 CK1926.The orthometric height was determined by differential leveling
 CK1926.and adjusted by the National Geodetic Survey in June 1991..
 CK1926
 CK1926.This Tidal Bench Mark is designated as VM 14364
 CK1926.by the Center for Operational Oceanographic Products and Services.
 CK1926
 CK1926.The geoid height was determined by GEOID03.
 CK1926
 CK1926.The dynamic height is computed by dividing the NAVD 88
 CK1926.geopotential number by the normal gravity value computed on the
 CK1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1926.degrees latitude (g = 980.6199 gals.).
 CK1926
 CK1926.The modeled gravity was interpolated from observed gravity values.
 CK1926
 CK1926;                    North         East    Units  Estimated Accuracy
 CK1926;SPC SC       -    50,740.      615,490.      MT  (+/- 180 meters Scaled)
 CK1926
 CK1926                          SUPERSEDED SURVEY CONTROL
 CK1926
 CK1926  NGVD 29 (03/21/89)    4.407  (m)           14.46   (f) ADJUSTED    1 2
 CK1926
 CK1926.Superseded values are not recommended for survey control.
 CK1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1926.See file dsdata.txt to determine how the superseded data were derived.
 CK1926
 CK1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR058726(NAD 83)
 CK1926_MARKER: DJ = TIDAL STATION DISK
 CK1926_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1926_SP_SET: STAINLESS STEEL ROD
 CK1926_STAMPING: 8755 E 1979
 CK1926_MARK LOGO: NOS   
 CK1926_PROJECTION: FLUSH
 CK1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1926+STABILITY: SURFACE MOTION
 CK1926
 CK1926  HISTORY     - Date     Condition        Report By
 CK1926  HISTORY     - 1979     MONUMENTED       NOS
 CK1926  HISTORY     - 1981     GOOD             SCGS
 CK1926  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK1926  HISTORY     - 19980617 MARK NOT FOUND   USPSQD
 CK1926
 CK1926                          STATION DESCRIPTION
 CK1926
 CK1926'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1926'12.1 KM (7.55 MI) NW FROM BLUFFTON.
 CK1926'9.6 KILOMETERS (6.0 MILES) WEST ALONG U.S. HIGHWAY 278, FROM THE
 CK1926'JUNCTION OF STATE HIGHWAY 46, JUST NORTH OF BLUFFTON, TO THE
 CK1926'JUNCTION OF STATE HIGHWAY 170, SET IN THE SOUTH ANGLE OF THE
 CK1926'INTERSECTION BY A 10 FOOT HIGH AND 4 POST METAL SIGN, 29.3 METERS
 CK1926'(96.0 FEET) NORTHEAST OF A POWERPOLE WITH TWO TRANSFORMERS, 17.4
 CK1926'METERS (57.0 FEET) SOUTHWEST OF THE CENTER OF U.S. 278, 11.7
 CK1926'METERS (38.5 FEET) SOUTHEAST OF THE CENTER OF S.C. 170, 2.7 METERS
 CK1926'(9.0 FEET) NORTH OF THE 4 POST METAL SIGN.  NOTE--DEPTH OF ROD NOT
 CK1926'KNOWN AT THIS TIME.
 CK1926'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CK1926'THE MARK IS 1.0 M BELOW HIGHWAY.
 CK1926
 CK1926                          STATION RECOVERY (1990)
 CK1926
 CK1926'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1926'MARK NOT FOUND.
 CK1926
 CK1926                          STATION RECOVERY (1998)
 CK1926
 CK1926'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK1926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2029 ***********************************************************************
 CK2029  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2029  DESIGNATION -  866 8944 A TIDAL
 CK2029  PID         -  CK2029
 CK2029  STATE/COUNTY-  SC/BEAUFORT
 CK2029  USGS QUAD   -  SPRING ISLAND (1958)
 CK2029
 CK2029                         *CURRENT SURVEY CONTROL
 CK2029  ___________________________________________________________________
 CK2029* NAD 83(1986)-  32 15 33.     (N)    080 45 53.     (W)     SCALED    
 CK2029* NAVD 88     -         2.235  (meters)       7.33   (feet)  ADJUSTED  
 CK2029  ___________________________________________________________________
 CK2029  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2029  DYNAMIC HT  -           2.232 (meters)       7.32  (feet)  COMP
 CK2029  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 CK2029
 CK2029  VERT ORDER  -  FIRST     CLASS II
 CK2029
 CK2029.The horizontal coordinates were scaled from a topographic map and have
 CK2029.an estimated accuracy of +/- 6 seconds.
 CK2029
 CK2029.The orthometric height was determined by differential leveling
 CK2029.and adjusted by the National Geodetic Survey in June 1991..
 CK2029
 CK2029.This Tidal Bench Mark is designated as VM 4543
 CK2029.by the Center for Operational Oceanographic Products and Services.
 CK2029
 CK2029.The geoid height was determined by GEOID03.
 CK2029
 CK2029.The dynamic height is computed by dividing the NAVD 88
 CK2029.geopotential number by the normal gravity value computed on the
 CK2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2029.degrees latitude (g = 980.6199 gals.).
 CK2029
 CK2029.The modeled gravity was interpolated from observed gravity values.
 CK2029
 CK2029;                    North         East    Units  Estimated Accuracy
 CK2029;SPC SC       -    47,250.      631,770.      MT  (+/- 180 meters Scaled)
 CK2029
 CK2029                          SUPERSEDED SURVEY CONTROL
 CK2029
 CK2029  NGVD 29 (03/21/89)    2.516  (m)            8.25   (f) ADJUSTED    1 2
 CK2029
 CK2029.Superseded values are not recommended for survey control.
 CK2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2029.See file dsdata.txt to determine how the superseded data were derived.
 CK2029
 CK2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR221691(NAD 83)
 CK2029_MARKER: DJ = TIDAL STATION DISK
 CK2029_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2029_SP_SET: STAINLESS STEEL ROD
 CK2029_STAMPING: 8944 A 1981
 CK2029_MARK LOGO: NOS   
 CK2029_PROJECTION: FLUSH
 CK2029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2029+STABILITY: POSITION/ELEVATION WELL
 CK2029_ROD/PIPE-DEPTH: 9.10 meters
 CK2029
 CK2029  HISTORY     - Date     Condition        Report By
 CK2029  HISTORY     - 1981     MONUMENTED       NOS
 CK2029  HISTORY     - 1981     GOOD             SCGS
 CK2029
 CK2029                          STATION DESCRIPTION
 CK2029
 CK2029'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2029'IN HILTON HEAD ISLAND.
 CK2029'0.2 KILOMETER (0.15 MILE) NORTH ALONG THE PINCKNEY ISLAND ENTRANCE
 CK2029'ROAD, FROM THE WEST END OF SKULL CREEK BRIDGE CONNECTING HILTON
 CK2029'HEAD AND PINCKNEY ISLANDS TO A LOCKED GATE- THE KEY MAY BE OBTAINED
 CK2029'FROM THE U.S. FISH AND WILDLIFE OFFICE IN SAVANNAH GA. PHONE
 CK2029'912-944-4415- CONTINUE 3.2 KILOMETERS (2.0 MILES) NORTH TO A
 CK2029'CROSSROADS, THENCE 1.4 KILOMETERS (0.95 MILE) NORTH ALONG A DIRT ROAD,
 CK2029'THENCE 0.6 KILOMETER (0.4 MILE) WEST ALONG A DIRT ROAD TO THE MACKNEY
 CK2029'CREEK AND A LARGE LANDING DOCK, SET 7.90 METERS (26.3 FEET) SOUTH
 CK2029'OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 4.90 METERS (16.4 FEET)
 CK2029'SOUTHWEST OF A GUY WIRE ANCHOR, 2.20 METERS (7.5 FEET) EAST SOUTHEAST
 CK2029'OF TELEPHONE CABLE BOX NO 19-2 AND 0.60 METER (2.0 FEET) SOUTH
 CK2029'SOUTHWEST OF UTILITY POLE NO 32L6 WITH WITNESS SIGN ATTACHED.
 CK2029'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2030 ***********************************************************************
 CK2030  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2030  DESIGNATION -  866 8944 D TIDAL
 CK2030  PID         -  CK2030
 CK2030  STATE/COUNTY-  SC/BEAUFORT
 CK2030  USGS QUAD   -  SPRING ISLAND (1958)
 CK2030
 CK2030                         *CURRENT SURVEY CONTROL
 CK2030  ___________________________________________________________________
 CK2030* NAD 83(1986)-  32 15 31.     (N)    080 45 54.     (W)     SCALED    
 CK2030* NAVD 88     -         1.773  (meters)       5.82   (feet)  ADJUSTED  
 CK2030  ___________________________________________________________________
 CK2030  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2030  DYNAMIC HT  -           1.771 (meters)       5.81  (feet)  COMP
 CK2030  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 CK2030
 CK2030  VERT ORDER  -  FIRST     CLASS II
 CK2030
 CK2030.The horizontal coordinates were scaled from a topographic map and have
 CK2030.an estimated accuracy of +/- 6 seconds.
 CK2030
 CK2030.The orthometric height was determined by differential leveling
 CK2030.and adjusted by the National Geodetic Survey in June 1991..
 CK2030
 CK2030.This Tidal Bench Mark is designated as VM 4544
 CK2030.by the Center for Operational Oceanographic Products and Services.
 CK2030
 CK2030.The geoid height was determined by GEOID03.
 CK2030
 CK2030.The dynamic height is computed by dividing the NAVD 88
 CK2030.geopotential number by the normal gravity value computed on the
 CK2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2030.degrees latitude (g = 980.6199 gals.).
 CK2030
 CK2030.The modeled gravity was interpolated from observed gravity values.
 CK2030
 CK2030;                    North         East    Units  Estimated Accuracy
 CK2030;SPC SC       -    47,190.      631,750.      MT  (+/- 180 meters Scaled)
 CK2030
 CK2030                          SUPERSEDED SURVEY CONTROL
 CK2030
 CK2030  NGVD 29 (03/21/89)    2.054  (m)            6.74   (f) ADJUSTED    1 2
 CK2030
 CK2030.Superseded values are not recommended for survey control.
 CK2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2030.See file dsdata.txt to determine how the superseded data were derived.
 CK2030
 CK2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR221691(NAD 83)
 CK2030_MARKER: DJ = TIDAL STATION DISK
 CK2030_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2030_SP_SET: STAINLESS STEEL ROD
 CK2030_STAMPING: 8944 D 1981
 CK2030_MARK LOGO: NOS   
 CK2030_PROJECTION: FLUSH
 CK2030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2030+STABILITY: POSITION/ELEVATION WELL
 CK2030_ROD/PIPE-DEPTH: 12.8 meters
 CK2030
 CK2030  HISTORY     - Date     Condition        Report By
 CK2030  HISTORY     - 1981     MONUMENTED       NOS
 CK2030  HISTORY     - 1981     GOOD             SCGS
 CK2030
 CK2030                          STATION DESCRIPTION
 CK2030
 CK2030'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2030'9.5 KM (5.9 MI) WNW FROM HILTON HEAD ISLAND ND.
 CK2030'0.2 KILOMETER (0.15 MILE) NORTH ALONG THE PICKNEY ISLAND ENTRANCE
 CK2030'ROAD FROM THE WEST END OF SKULL CREEK BRIDGE CONNECTING HILTON HEAD
 CK2030'AND PICKNEY ISLANDS TO A LOCKED GATE, THE KEY MAY BE OBTAINED BY
 CK2030'CALLING THE U.S. FISH AND WILDLIFE OFFICE IN SAVANNAH PHONE
 CK2030'912-944-4415. CONTINUE 3.2 KILOMETERS (2.0 MILES) NORTH TO A CROSS
 CK2030'ROADS, THENCE 1.4 KILOMETERS (0.95 MILE) NORTH ALONG A DIRT ROAD,
 CK2030'THENCE 0.6 KILOMETER (0.4 MILE) WEST ALONG A DIRT ROAD TO MACKNEY
 CK2030'CREEK AND A LARGE LANDING DOCK, THENCE 0.1 KILOMETER (0.05 MILE)
 CK2030'SOUTHWEST ALONG A GRASS ROAD THAT RUBS ALONG THE RIVER, SET 4.40
 CK2030'METERS (14.5 FEET) EAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 CK2030'4.30 METERS (14.1 FEET) SOUTH OF A 18 INCH OAK TREE, 2.30 METERS
 CK2030'(7.8 FEET) NORTH OF A 12 INCH PALMETTO TREE WITH A WITNESS SIGN
 CK2030'ATTACHED AND 2.20 METERS (7.6 FEET) SOUTHWEST OF A 14 INCH PALMETTO
 CK2030'TREE.
 CK2030'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2028 ***********************************************************************
 CK2028  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2028  DESIGNATION -  866 8944 F TIDAL
 CK2028  PID         -  CK2028
 CK2028  STATE/COUNTY-  SC/BEAUFORT
 CK2028  USGS QUAD   -  SPRING ISLAND (1958)
 CK2028
 CK2028                         *CURRENT SURVEY CONTROL
 CK2028  ___________________________________________________________________
 CK2028* NAD 83(1986)-  32 15 32.     (N)    080 45 47.     (W)     SCALED    
 CK2028* NAVD 88     -         2.004  (meters)       6.57   (feet)  ADJUSTED  
 CK2028  ___________________________________________________________________
 CK2028  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2028  DYNAMIC HT  -           2.002 (meters)       6.57  (feet)  COMP
 CK2028  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 CK2028
 CK2028  VERT ORDER  -  FIRST     CLASS II
 CK2028
 CK2028.The horizontal coordinates were scaled from a topographic map and have
 CK2028.an estimated accuracy of +/- 6 seconds.
 CK2028
 CK2028.The orthometric height was determined by differential leveling
 CK2028.and adjusted by the National Geodetic Survey in June 1991..
 CK2028
 CK2028.This Tidal Bench Mark is designated as VM 4545
 CK2028.by the Center for Operational Oceanographic Products and Services.
 CK2028
 CK2028.The geoid height was determined by GEOID03.
 CK2028
 CK2028.The dynamic height is computed by dividing the NAVD 88
 CK2028.geopotential number by the normal gravity value computed on the
 CK2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2028.degrees latitude (g = 980.6199 gals.).
 CK2028
 CK2028.The modeled gravity was interpolated from observed gravity values.
 CK2028
 CK2028;                    North         East    Units  Estimated Accuracy
 CK2028;SPC SC       -    47,220.      631,930.      MT  (+/- 180 meters Scaled)
 CK2028
 CK2028                          SUPERSEDED SURVEY CONTROL
 CK2028
 CK2028  NGVD 29 (03/21/89)    2.285  (m)            7.50   (f) ADJUSTED    1 2
 CK2028
 CK2028.Superseded values are not recommended for survey control.
 CK2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2028.See file dsdata.txt to determine how the superseded data were derived.
 CK2028
 CK2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR223691(NAD 83)
 CK2028_MARKER: DJ = TIDAL STATION DISK
 CK2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2028_SP_SET: CONCRETE POST
 CK2028_STAMPING: 8944 F 1981
 CK2028_MARK LOGO: NOS   
 CK2028_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2028
 CK2028  HISTORY     - Date     Condition        Report By
 CK2028  HISTORY     - 1981     MONUMENTED       NOS
 CK2028  HISTORY     - 1981     GOOD             SCGS
 CK2028
 CK2028                          STATION DESCRIPTION
 CK2028
 CK2028'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2028'10.1 KM (6.3 MI) ENE FROM BLUFFTON.
 CK2028'0.2 KILOMETER (0.15 MILE) NORTH ALONG THE PINCKNEY ISLAND ENTRANCE
 CK2028'ROAD FROM THE WEST END OF THE SKULL CREEK BRIDGE CONNECTING HILTON
 CK2028'HEAD AND PINCKNEY ISLANDS, TO A LOCKED GATE, CONTINUE 3.2 KILOMETERS
 CK2028'(2.0 MILES) THROUGH THE GATE TO A CROSS ROADS, THENCE 1.4 KILOMETERS
 CK2028'(0.95 MILE) NORTH ALONG A DIRT ROAD TO A SIDE ROAD LEFT, THENCE
 CK2028'0.4 KILOMETER (0.25 MILE) WEST ON A DIRT ROAD TO A CLEARING ON THE
 CK2028'LEFT, 0.2 KILOMETER (0.15 MILE) BEFORE REACHING THE RIVERS EDGE,
 CK2028'SET BY THE THIRD POWER POLE EAST OF THE WATER, THAT IS IN THE
 CK2028'CLEARING, 22.8 METERS (76.0 FEET) SOUTH OF THE CENTER OF THE ROAD,
 CK2028'1.2 METERS (4.0 FEET) WEST OF A POWER POLE WITH LINES RUNNING EAST
 CK2028'AND WEST, 5.8 METERS (19.0 FEET) NORTHWEST OF A 15 INCH PALMETTO
 CK2028'TREE, 0.6 METER (2.0 FEET) EAST OF A 4 BY 4 POST WHICH IS 8 FOOT
 CK2028'HIGH, NOTE-TO OBTAIN KEY FROM U.S. FISH AND WILDLIFE OFFICE IN
 CK2028'SAVANNAH GEORGIA, CALL PHONE NUMBER 912-944-4415.
 CK2028'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2027 ***********************************************************************
 CK2027  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2027  DESIGNATION -  866 8944 H TIDAL
 CK2027  PID         -  CK2027
 CK2027  STATE/COUNTY-  SC/BEAUFORT
 CK2027  USGS QUAD   -  SPRING ISLAND (1958)
 CK2027
 CK2027                         *CURRENT SURVEY CONTROL
 CK2027  ___________________________________________________________________
 CK2027* NAD 83(1986)-  32 15 31.     (N)    080 45 35.     (W)     SCALED    
 CK2027* NAVD 88     -         2.959  (meters)       9.71   (feet)  ADJUSTED  
 CK2027  ___________________________________________________________________
 CK2027  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2027  DYNAMIC HT  -           2.955 (meters)       9.69  (feet)  COMP
 CK2027  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 CK2027
 CK2027  VERT ORDER  -  FIRST     CLASS II
 CK2027
 CK2027.The horizontal coordinates were scaled from a topographic map and have
 CK2027.an estimated accuracy of +/- 6 seconds.
 CK2027
 CK2027.The orthometric height was determined by differential leveling
 CK2027.and adjusted by the National Geodetic Survey in June 1991..
 CK2027
 CK2027.This Tidal Bench Mark is designated as VM 4547
 CK2027.by the Center for Operational Oceanographic Products and Services.
 CK2027
 CK2027.The geoid height was determined by GEOID03.
 CK2027
 CK2027.The dynamic height is computed by dividing the NAVD 88
 CK2027.geopotential number by the normal gravity value computed on the
 CK2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2027.degrees latitude (g = 980.6199 gals.).
 CK2027
 CK2027.The modeled gravity was interpolated from observed gravity values.
 CK2027
 CK2027;                    North         East    Units  Estimated Accuracy
 CK2027;SPC SC       -    47,190.      632,240.      MT  (+/- 180 meters Scaled)
 CK2027
 CK2027                          SUPERSEDED SURVEY CONTROL
 CK2027
 CK2027  NGVD 29 (03/21/89)    3.240  (m)           10.63   (f) ADJUSTED    1 2
 CK2027
 CK2027.Superseded values are not recommended for survey control.
 CK2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2027.See file dsdata.txt to determine how the superseded data were derived.
 CK2027
 CK2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR226691(NAD 83)
 CK2027_MARKER: DJ = TIDAL STATION DISK
 CK2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2027_SP_SET: CONCRETE POST
 CK2027_STAMPING: 8944 H 1981
 CK2027_MARK LOGO: NOS   
 CK2027_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2027
 CK2027  HISTORY     - Date     Condition        Report By
 CK2027  HISTORY     - 1981     MONUMENTED       NOS
 CK2027  HISTORY     - 1981     GOOD             SCGS
 CK2027
 CK2027                          STATION DESCRIPTION
 CK2027
 CK2027'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2027'10.1 KM (6.3 MI) ENE FROM BLUFFTON.
 CK2027'0.2 KILOMETER (0.15 MILE) NORTH ALONG THE PINCKNEY ISLAND ENTRANCE
 CK2027'ROAD FROM THE WEST END OF THE SKULL CREEK BRIDGE CONNECTING HILTON
 CK2027'HEAD AND PINCKNEY ISLANDS TO A LOCKED GATE-THE KEY MAY BE OBTAINED
 CK2027'FROM THE U.S. FISH AND WILDLIFE OFFICE IN SAVANNAH, PHONE
 CK2027'912-944-4415- CONTINUE 3.2 KILOMETERS (2.0 MILES) THROUGH THE GATE
 CK2027'TO A CROSS ROAD, THENCE 1.5 KILOMETERS (0.95 MILE) NORTH TO A SIDE
 CK2027'ROAD LEFT, LEADING TO MACKY CREEK AND A DOCK, SET IN THE SOUTHWEST
 CK2027'ANGLE OF THE INTERSECTION BY A POWERPOLE, 50.30 METERS (165.0 FEET)
 CK2027'SOUTH OF THE ROAD TO THE RIVER, 34.40 METERS (113.0 FEET) WEST OF THE
 CK2027'APPROXIMATE CENTERLINE OF THE MAIN ROAD, 0.90 METER (3.0 FEET) EAST
 CK2027'OF A POWERLINE POLE WITH LINES GOING EAST TO WEST AND 0.70 METER
 CK2027'(2.5 FEET) NORTHWEST OF A 1 INCH BY 6 INCH BY 8 FOOT HIGH WOODEN POST.
 CK2027'THE MARK IS ABOVE LEVEL WITH ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1951 ***********************************************************************
 CK1951  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1951  DESIGNATION -  866 9072 A TIDAL
 CK1951  PID         -  CK1951
 CK1951  STATE/COUNTY-  SC/JASPER
 CK1951  USGS QUAD   -  LIMEHOUSE (1980)
 CK1951
 CK1951                         *CURRENT SURVEY CONTROL
 CK1951  ___________________________________________________________________
 CK1951* NAD 83(1986)-  32 14 12.     (N)    081 00 44.     (W)     SCALED    
 CK1951* NAVD 88     -         4.055  (meters)      13.30   (feet)  ADJUSTED  
 CK1951  ___________________________________________________________________
 CK1951  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 CK1951  DYNAMIC HT  -           4.050 (meters)      13.29  (feet)  COMP
 CK1951  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 CK1951
 CK1951  VERT ORDER  -  FIRST     CLASS II
 CK1951
 CK1951.The horizontal coordinates were scaled from a topographic map and have
 CK1951.an estimated accuracy of +/- 6 seconds.
 CK1951
 CK1951.The orthometric height was determined by differential leveling
 CK1951.and adjusted by the National Geodetic Survey in June 1991..
 CK1951
 CK1951.This Tidal Bench Mark is designated as VM 4548
 CK1951.by the Center for Operational Oceanographic Products and Services.
 CK1951
 CK1951.The geoid height was determined by GEOID03.
 CK1951
 CK1951.The dynamic height is computed by dividing the NAVD 88
 CK1951.geopotential number by the normal gravity value computed on the
 CK1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1951.degrees latitude (g = 980.6199 gals.).
 CK1951
 CK1951.The modeled gravity was interpolated from observed gravity values.
 CK1951
 CK1951;                    North         East    Units  Estimated Accuracy
 CK1951;SPC SC       -    44,730.      608,450.      MT  (+/- 180 meters Scaled)
 CK1951
 CK1951                          SUPERSEDED SURVEY CONTROL
 CK1951
 CK1951  NGVD 29 (03/21/89)    4.335  (m)           14.22   (f) ADJUSTED    1 2
 CK1951
 CK1951.Superseded values are not recommended for survey control.
 CK1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1951.See file dsdata.txt to determine how the superseded data were derived.
 CK1951
 CK1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR988666(NAD 83)
 CK1951_MARKER: DJ = TIDAL STATION DISK
 CK1951_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK1951_SP_SET: HEADWALL OF BRIDGE
 CK1951_STAMPING: 9072 A 1979
 CK1951_MARK LOGO: NOS   
 CK1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1951
 CK1951  HISTORY     - Date     Condition        Report By
 CK1951  HISTORY     - 1979     MONUMENTED       NOS
 CK1951  HISTORY     - 1981     GOOD             SCGS
 CK1951  HISTORY     - 19940516 GOOD             USPSQD
 CK1951
 CK1951                          STATION DESCRIPTION
 CK1951
 CK1951'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1951'6.2 KM (3.85 MI) NE FROM LIMEHOUSE.
 CK1951'6.2 KILOMETERS (3.85 MILES) NORTHEAST ALONG STATE HIGHWAY 170,
 CK1951'FROM THE JUNCTION OF U.S. HIGHWAY 17 IN LIMEHOUSE, TO THE NORTHEAST
 CK1951'END OF A LARGE CONCRETE BRIDGE OVER THE NEW RIVER AND THE BEAUFORT-
 CK1951'JASPER COUNTY LINE AND A BOAT RAMP, SET IN THE NORTH HEADWALL OF
 CK1951'THE NORTHEAST END OF THE BRIDGE, 8.1 METERS (26.8 FEET) NORTH
 CK1951'NORTHWEST OF THE CENTER OF THE HIGHWAY.
 CK1951'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK1951
 CK1951                          STATION RECOVERY (1994)
 CK1951
 CK1951'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK1951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1950 ***********************************************************************
 CK1950  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1950  DESIGNATION -  866 9072 B TIDAL
 CK1950  PID         -  CK1950
 CK1950  STATE/COUNTY-  SC/JASPER
 CK1950  USGS QUAD   -  LIMEHOUSE (1980)
 CK1950
 CK1950                         *CURRENT SURVEY CONTROL
 CK1950  ___________________________________________________________________
 CK1950* NAD 83(1986)-  32 14 11.     (N)    081 00 46.     (W)     SCALED    
 CK1950* NAVD 88     -         3.555  (meters)      11.66   (feet)  ADJUSTED  
 CK1950  ___________________________________________________________________
 CK1950  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 CK1950  DYNAMIC HT  -           3.551 (meters)      11.65  (feet)  COMP
 CK1950  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 CK1950
 CK1950  VERT ORDER  -  FIRST     CLASS II
 CK1950
 CK1950.The horizontal coordinates were scaled from a topographic map and have
 CK1950.an estimated accuracy of +/- 6 seconds.
 CK1950
 CK1950.The orthometric height was determined by differential leveling
 CK1950.and adjusted by the National Geodetic Survey in June 1991..
 CK1950
 CK1950.This Tidal Bench Mark is designated as VM 4549
 CK1950.by the Center for Operational Oceanographic Products and Services.
 CK1950
 CK1950.The geoid height was determined by GEOID03.
 CK1950
 CK1950.The dynamic height is computed by dividing the NAVD 88
 CK1950.geopotential number by the normal gravity value computed on the
 CK1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1950.degrees latitude (g = 980.6199 gals.).
 CK1950
 CK1950.The modeled gravity was interpolated from observed gravity values.
 CK1950
 CK1950;                    North         East    Units  Estimated Accuracy
 CK1950;SPC SC       -    44,700.      608,400.      MT  (+/- 180 meters Scaled)
 CK1950
 CK1950                          SUPERSEDED SURVEY CONTROL
 CK1950
 CK1950  NGVD 29 (03/21/89)    3.835  (m)           12.58   (f) ADJUSTED    1 2
 CK1950
 CK1950.Superseded values are not recommended for survey control.
 CK1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1950.See file dsdata.txt to determine how the superseded data were derived.
 CK1950
 CK1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR987666(NAD 83)
 CK1950_MARKER: DJ = TIDAL STATION DISK
 CK1950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1950_SP_SET: STAINLESS STEEL ROD
 CK1950_STAMPING: 9072 B 1979
 CK1950_MARK LOGO: NOS   
 CK1950_PROJECTION: FLUSH
 CK1950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1950_ROD/PIPE-DEPTH: 4.5  meters
 CK1950
 CK1950  HISTORY     - Date     Condition        Report By
 CK1950  HISTORY     - 1979     MONUMENTED       NOS
 CK1950  HISTORY     - 1981     GOOD             SCGS
 CK1950  HISTORY     - 19940516 MARK NOT FOUND   USPSQD
 CK1950
 CK1950                          STATION DESCRIPTION
 CK1950
 CK1950'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1950'6.2 KM (3.85 MI) NE FROM LIMEHOUSE.
 CK1950'6.2 KILOMETERS (3.85 MILES) NORTHEAST ALONG STATE HIGHWAY 170, FROM
 CK1950'THE JUNCTION OF U.S. HIGHWAY 17 IN LIMEHOUSE, TO THE NORTHEAST END
 CK1950'OF A LARGE CONCRETE BRIDGE OVER THE NEW RIVER AND THE BEAUFORT-
 CK1950'JASPER COUNTY LINE AND A BOAT RAMP, SET 14.6 METERS (48.0 FEET)
 CK1950'SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE, 14.4 METERS (44.5 FEET)
 CK1950'NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.7 METERS (22.0 FEET)
 CK1950'SOUTHEAST OF POWERLINE POLE 131004.
 CK1950'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 CK1950'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CK1950
 CK1950                          STATION RECOVERY (1994)
 CK1950
 CK1950'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK1950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1949 ***********************************************************************
 CK1949  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1949  DESIGNATION -  866 9072 C TIDAL
 CK1949  PID         -  CK1949
 CK1949  STATE/COUNTY-  SC/JASPER
 CK1949  USGS QUAD   -  LIMEHOUSE (1980)
 CK1949
 CK1949                         *CURRENT SURVEY CONTROL
 CK1949  ___________________________________________________________________
 CK1949* NAD 83(1986)-  32 14 09.     (N)    081 00 50.     (W)     SCALED    
 CK1949* NAVD 88     -         2.174  (meters)       7.13   (feet)  ADJUSTED  
 CK1949  ___________________________________________________________________
 CK1949  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 CK1949  DYNAMIC HT  -           2.172 (meters)       7.13  (feet)  COMP
 CK1949  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CK1949
 CK1949  VERT ORDER  -  FIRST     CLASS II
 CK1949
 CK1949.The horizontal coordinates were scaled from a topographic map and have
 CK1949.an estimated accuracy of +/- 6 seconds.
 CK1949
 CK1949.The orthometric height was determined by differential leveling
 CK1949.and adjusted by the National Geodetic Survey in June 1991..
 CK1949
 CK1949.This Tidal Bench Mark is designated as VM 4550
 CK1949.by the Center for Operational Oceanographic Products and Services.
 CK1949
 CK1949.The geoid height was determined by GEOID03.
 CK1949
 CK1949.The dynamic height is computed by dividing the NAVD 88
 CK1949.geopotential number by the normal gravity value computed on the
 CK1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1949.degrees latitude (g = 980.6199 gals.).
 CK1949
 CK1949.The modeled gravity was interpolated from observed gravity values.
 CK1949
 CK1949;                    North         East    Units  Estimated Accuracy
 CK1949;SPC SC       -    44,640.      608,290.      MT  (+/- 180 meters Scaled)
 CK1949
 CK1949                          SUPERSEDED SURVEY CONTROL
 CK1949
 CK1949  NGVD 29 (03/21/89)    2.454  (m)            8.05   (f) ADJUSTED    1 2
 CK1949
 CK1949.Superseded values are not recommended for survey control.
 CK1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1949.See file dsdata.txt to determine how the superseded data were derived.
 CK1949
 CK1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR986665(NAD 83)
 CK1949_MARKER: DJ = TIDAL STATION DISK
 CK1949_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1949_SP_SET: STAINLESS STEEL ROD
 CK1949_STAMPING: 9072 C 1979
 CK1949_MARK LOGO: NOS   
 CK1949_PROJECTION: FLUSH
 CK1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1949+STABILITY: POSITION/ELEVATION WELL
 CK1949_ROD/PIPE-DEPTH: 5.4  meters
 CK1949
 CK1949  HISTORY     - Date     Condition        Report By
 CK1949  HISTORY     - 1979     MONUMENTED       NOS
 CK1949  HISTORY     - 1981     GOOD             SCGS
 CK1949  HISTORY     - 19940516 GOOD             USPSQD
 CK1949
 CK1949                          STATION DESCRIPTION
 CK1949
 CK1949'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1949'6.2 KM (3.85 MI) NE FROM LIMEHOUSE.
 CK1949'6.2 KILOMETERS (3.85 MILES) NORTHEAST ALONG STATE HIGHWAY 170, FROM
 CK1949'THE JUNCTION OF U.S. HIGHWAY 17 IN LIMEHOUSE, TO THE NORTHEAST END
 CK1949'OF A LARGE CONCRETE BRIDGE OVER THE NEW RIVER AND THE BEAUFORT-
 CK1949'JASPER COUNTY LINE AND A BOAT RAMP, SET ON THE SOUTHWEST SIDE OF
 CK1949'THE ENTRANCE TO THE CENTER OF THE DRIVEWAY TO THE BOAT RAMP,
 CK1949'15.8 METERS (52.0 FEET) EAST NORTHEAST OF POWER LINE POLE 131003,
 CK1949'10.8 METERS (35.5 FEET) NORTH NORTHWEST OF THE CENTER OF THE
 CK1949'HIGHWAY, 7.3 METERS (24.0 FEET) WEST SOUTHWEST OF THE CENTER OF
 CK1949'THE DRIVEWAY TO THE BOAT RAMP.
 CK1949'THE MARK IS 1.2 METERS  NNW FROM A WITNESS POST.
 CK1949'THE MARK IS 0.5 M BELOW HIGHWAY.
 CK1949
 CK1949                          STATION RECOVERY (1994)
 CK1949
 CK1949'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK1949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1952 ***********************************************************************
 CK1952  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1952  DESIGNATION -  866 9072 D TIDAL
 CK1952  PID         -  CK1952
 CK1952  STATE/COUNTY-  SC/JASPER
 CK1952  USGS QUAD   -  LIMEHOUSE (1980)
 CK1952
 CK1952                         *CURRENT SURVEY CONTROL
 CK1952  ___________________________________________________________________
 CK1952* NAD 83(1986)-  32 14 11.     (N)    081 00 51.     (W)     SCALED    
 CK1952* NAVD 88     -         1.509  (meters)       4.95   (feet)  ADJUSTED  
 CK1952  ___________________________________________________________________
 CK1952  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 CK1952  DYNAMIC HT  -           1.507 (meters)       4.94  (feet)  COMP
 CK1952  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CK1952
 CK1952  VERT ORDER  -  FIRST     CLASS II
 CK1952
 CK1952.The horizontal coordinates were scaled from a topographic map and have
 CK1952.an estimated accuracy of +/- 6 seconds.
 CK1952
 CK1952.The orthometric height was determined by differential leveling
 CK1952.and adjusted by the National Geodetic Survey in June 1991..
 CK1952
 CK1952.This Tidal Bench Mark is designated as VM 4551
 CK1952.by the Center for Operational Oceanographic Products and Services.
 CK1952
 CK1952.The geoid height was determined by GEOID03.
 CK1952
 CK1952.The dynamic height is computed by dividing the NAVD 88
 CK1952.geopotential number by the normal gravity value computed on the
 CK1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1952.degrees latitude (g = 980.6199 gals.).
 CK1952
 CK1952.The modeled gravity was interpolated from observed gravity values.
 CK1952
 CK1952;                    North         East    Units  Estimated Accuracy
 CK1952;SPC SC       -    44,700.      608,270.      MT  (+/- 180 meters Scaled)
 CK1952
 CK1952                          SUPERSEDED SURVEY CONTROL
 CK1952
 CK1952  NGVD 29 (03/21/89)    1.789  (m)            5.87   (f) ADJUSTED    1 2
 CK1952
 CK1952.Superseded values are not recommended for survey control.
 CK1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1952.See file dsdata.txt to determine how the superseded data were derived.
 CK1952
 CK1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR986666(NAD 83)
 CK1952_MARKER: DJ = TIDAL STATION DISK
 CK1952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1952_SP_SET: STAINLESS STEEL ROD
 CK1952_STAMPING: 9072 D 1979
 CK1952_MARK LOGO: NOS   
 CK1952_PROJECTION: FLUSH
 CK1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1952_ROD/PIPE-DEPTH: 9.1  meters
 CK1952
 CK1952  HISTORY     - Date     Condition        Report By
 CK1952  HISTORY     - 1979     MONUMENTED       NOS
 CK1952  HISTORY     - 1981     GOOD             SCGS
 CK1952  HISTORY     - 19940516 MARK NOT FOUND   USPSQD
 CK1952
 CK1952                          STATION DESCRIPTION
 CK1952
 CK1952'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1952'6.2 KM (3.85 MI) NE FROM LIMEHOUSE.
 CK1952'6.2 KILOMETERS (3.85 MILES) NORTHEAST ALONG STATE HIGHWAY 170, FROM
 CK1952'THE JUNCTION OF U.S. HIGHWAY 17 IN LIMEHOUSE, TO THE NORTHEAST END
 CK1952'OF A LARGE CONCRETE BRIDGE OVER THE NEW RIVER AND THE BEAUFORT-
 CK1952'JASPER COUNTY LINE AND A BOAT RAMP, SET BY A TELEPHONE ON THE
 CK1952'SOUTHWEST SIDE OF THE BOAT RAMP, 53.4 METERS (175.0 FEET) NORTH
 CK1952'NORTHWEST OF THE CENTER OF THE HIGHWAY, 11.6 METERS (38.0 FEET)
 CK1952'WEST SOUTHWEST OF THE CENTER OF THE BOAT RAMP, 1.4 METERS (4.7 FEET)
 CK1952'NORTH NORTHWEST OF A CEMENT BLOCK PUMP HOUSE, 1.0 METERS (3.5 FEET)
 CK1952'NORTHEAST OF A METER POLE.
 CK1952'THE MARK IS ABOVE LEVEL WITH SOUTH END OF PARKING LOT.
 CK1952
 CK1952                          STATION RECOVERY (1994)
 CK1952
 CK1952'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK1952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2011 ***********************************************************************
 CK2011  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2011  DESIGNATION -  866 9103 F TIDAL
 CK2011  PID         -  CK2011
 CK2011  STATE/COUNTY-  SC/BEAUFORT
 CK2011  USGS QUAD   -  BLUFFTON (1972)
 CK2011
 CK2011                         *CURRENT SURVEY CONTROL
 CK2011  ___________________________________________________________________
 CK2011* NAD 83(1986)-  32 13 54.     (N)    080 51 48.     (W)     SCALED    
 CK2011* NAVD 88     -         6.380  (meters)      20.93   (feet)  ADJUSTED  
 CK2011  ___________________________________________________________________
 CK2011  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CK2011  DYNAMIC HT  -           6.373 (meters)      20.91  (feet)  COMP
 CK2011  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 CK2011
 CK2011  VERT ORDER  -  FIRST     CLASS II
 CK2011
 CK2011.The horizontal coordinates were scaled from a topographic map and have
 CK2011.an estimated accuracy of +/- 6 seconds.
 CK2011
 CK2011.The orthometric height was determined by differential leveling
 CK2011.and adjusted by the National Geodetic Survey in June 1991..
 CK2011
 CK2011.This Tidal Bench Mark is designated as VM 11237
 CK2011.by the Center for Operational Oceanographic Products and Services.
 CK2011
 CK2011.The geoid height was determined by GEOID03.
 CK2011
 CK2011.The dynamic height is computed by dividing the NAVD 88
 CK2011.geopotential number by the normal gravity value computed on the
 CK2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2011.degrees latitude (g = 980.6199 gals.).
 CK2011
 CK2011.The modeled gravity was interpolated from observed gravity values.
 CK2011
 CK2011;                    North         East    Units  Estimated Accuracy
 CK2011;SPC SC       -    44,190.      622,480.      MT  (+/- 180 meters Scaled)
 CK2011
 CK2011                          SUPERSEDED SURVEY CONTROL
 CK2011
 CK2011  NGVD 29 (03/21/89)    6.660  (m)           21.85   (f) ADJUSTED    1 2
 CK2011
 CK2011.Superseded values are not recommended for survey control.
 CK2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2011.See file dsdata.txt to determine how the superseded data were derived.
 CK2011
 CK2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR128661(NAD 83)
 CK2011_MARKER: DJ = TIDAL STATION DISK
 CK2011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2011_SP_SET: STAINLESS STEEL ROD
 CK2011_STAMPING: 9103 F 1978
 CK2011_MARK LOGO: NOS   
 CK2011_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2011+STABILITY: POSITION/ELEVATION WELL
 CK2011_ROD/PIPE-DEPTH: 12.8 meters
 CK2011
 CK2011  HISTORY     - Date     Condition        Report By
 CK2011  HISTORY     - 1978     MONUMENTED       NOS
 CK2011  HISTORY     - 1981     GOOD             SCGS
 CK2011  HISTORY     - 1990     GOOD             USPSQD
 CK2011  HISTORY     - 19940725 GOOD             USPSQD
 CK2011  HISTORY     - 19960612 GOOD             USPSQD
 CK2011  HISTORY     - 19980311 GOOD             USPSQD
 CK2011  HISTORY     - 19980618 GOOD             USPSQD
 CK2011
 CK2011                          STATION DESCRIPTION
 CK2011
 CK2011'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2011'IN BLUFFTON.
 CK2011'0.6 KILOMETER (0.4 MILE) SOUTH ALONG CALHOUNE STREET FROM THE
 CK2011'JUNCTION OF STATE HIGHWAY 46 IN BLUFFTON TO A LARGE CHURCH ON THE
 CK2011'RIGHT, 7.0 METERS (23.0 FEET) WEST NORTHWEST OF THE CENTER OF CALHOUNE
 CK2011'STREET, 4.3 METERS (14.0 FEET) SOUTH OF A DRIVEWAY THAT RUNS EAST
 CK2011'WEST ALONG A BRICK FENCE AROUND A CHURCH YARD, 2.8 METERS (9.5 FEET)
 CK2011'EAST OF THE NORTHEAST CORNER OF THE BRICK FENCE, 0.6 METER
 CK2011'(2.0 FEET) NORTH OF POWER POLE NO A 8830.
 CK2011
 CK2011                          STATION RECOVERY (1990)
 CK2011
 CK2011'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2011'RECOVERED IN GOOD CONDITION.
 CK2011
 CK2011                          STATION RECOVERY (1994)
 CK2011
 CK2011'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK2011'RECOVERED IN GOOD CONDITION.
 CK2011
 CK2011                          STATION RECOVERY (1996)
 CK2011
 CK2011'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2011'RECOVERED IN GOOD CONDITION.
 CK2011
 CK2011                          STATION RECOVERY (1998)
 CK2011
 CK2011'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2011'RECOVERED IN GOOD CONDITION.
 CK2011
 CK2011                          STATION RECOVERY (1998)
 CK2011
 CK2011'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2010 ***********************************************************************
 CK2010  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2010  DESIGNATION -  866 9103 G TIDAL
 CK2010  PID         -  CK2010
 CK2010  STATE/COUNTY-  SC/BEAUFORT
 CK2010  USGS QUAD   -  BLUFFTON (1972)
 CK2010
 CK2010                         *CURRENT SURVEY CONTROL
 CK2010  ___________________________________________________________________
 CK2010* NAD 83(1986)-  32 14 01.     (N)    080 51 46.     (W)     SCALED    
 CK2010* NAVD 88     -         6.847  (meters)      22.46   (feet)  ADJUSTED  
 CK2010  ___________________________________________________________________
 CK2010  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CK2010  DYNAMIC HT  -           6.839 (meters)      22.44  (feet)  COMP
 CK2010  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 CK2010
 CK2010  VERT ORDER  -  FIRST     CLASS II
 CK2010
 CK2010.The horizontal coordinates were scaled from a topographic map and have
 CK2010.an estimated accuracy of +/- 6 seconds.
 CK2010
 CK2010.The orthometric height was determined by differential leveling
 CK2010.and adjusted by the National Geodetic Survey in June 1991..
 CK2010
 CK2010.This Tidal Bench Mark is designated as VM 11238
 CK2010.by the Center for Operational Oceanographic Products and Services.
 CK2010
 CK2010.The geoid height was determined by GEOID03.
 CK2010
 CK2010.The dynamic height is computed by dividing the NAVD 88
 CK2010.geopotential number by the normal gravity value computed on the
 CK2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2010.degrees latitude (g = 980.6199 gals.).
 CK2010
 CK2010.The modeled gravity was interpolated from observed gravity values.
 CK2010
 CK2010;                    North         East    Units  Estimated Accuracy
 CK2010;SPC SC       -    44,400.      622,540.      MT  (+/- 180 meters Scaled)
 CK2010
 CK2010                          SUPERSEDED SURVEY CONTROL
 CK2010
 CK2010  NGVD 29 (03/21/89)    7.127  (m)           23.38   (f) ADJUSTED    1 2
 CK2010
 CK2010.Superseded values are not recommended for survey control.
 CK2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2010.See file dsdata.txt to determine how the superseded data were derived.
 CK2010
 CK2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR129663(NAD 83)
 CK2010_MARKER: DJ = TIDAL STATION DISK
 CK2010_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2010_SP_SET: STAINLESS STEEL ROD
 CK2010_STAMPING: 9103 G 1978
 CK2010_MARK LOGO: NOS   
 CK2010_PROJECTION: FLUSH
 CK2010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2010+STABILITY: POSITION/ELEVATION WELL
 CK2010_ROD/PIPE-DEPTH: 10.6 meters
 CK2010
 CK2010  HISTORY     - Date     Condition        Report By
 CK2010  HISTORY     - 1978     MONUMENTED       NOS
 CK2010  HISTORY     - 1981     GOOD             SCGS
 CK2010  HISTORY     - 1990     GOOD             USPSQD
 CK2010  HISTORY     - 19960612 GOOD             USPSQD
 CK2010  HISTORY     - 19980311 POOR             USPSQD
 CK2010  HISTORY     - 19980618 GOOD             USPSQD
 CK2010  HISTORY     - 20040425 MARK NOT FOUND   USPSQD
 CK2010
 CK2010                          STATION DESCRIPTION
 CK2010
 CK2010'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2010'IN BLUFFTON.
 CK2010'0.6 KILOMETER (0.35 MILE) SOUTH ALONG CALHOUNE STREET FROM THE
 CK2010'JUNCTION OF STATE HIGHWAY 46 WEST, SET IN THE NORTHEAST ANGLE OF
 CK2010'THE INTERSECTION OF CALHOUNE STREET AND COUNTY ROAD S-7-300,
 CK2010'5.2 METERS (17.5 FEET) EAST OF THE CENTER LINE OF CALHOUNE STREET,
 CK2010'6.8 METERS (22.5 FEET) NORTH OF THE CENTER LINE OF COUNTY ROAD
 CK2010'S-7-300, 10.6 METERS (35.0 FEET) WEST OF THE SOUTHWEST CORNER OF
 CK2010'THE PORCH TO A LARGE SINGLE STORY WOOD FRAME HOUSE, 0.5 METER
 CK2010'(2.7 FEET) NORTH NORTHEAST OF POWER LINE POLE.
 CK2010'THE MARK IS ABOVE LEVEL WITH STREET.
 CK2010
 CK2010                          STATION RECOVERY (1990)
 CK2010
 CK2010'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2010'RECOVERED IN GOOD CONDITION.
 CK2010
 CK2010                          STATION RECOVERY (1996)
 CK2010
 CK2010'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2010'RECOVERED IN GOOD CONDITION.
 CK2010
 CK2010                          STATION RECOVERY (1998)
 CK2010
 CK2010'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2010'MARK RECOVERED IN POOR CONDITION.
 CK2010
 CK2010                          STATION RECOVERY (1998)
 CK2010
 CK2010'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2010'RECOVERED IN GOOD CONDITION.
 CK2010
 CK2010                          STATION RECOVERY (2004)
 CK2010
 CK2010'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2009 ***********************************************************************
 CK2009  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2009  DESIGNATION -  866 9103 J TIDAL
 CK2009  PID         -  CK2009
 CK2009  STATE/COUNTY-  SC/BEAUFORT
 CK2009  USGS QUAD   -  BLUFFTON (1972)
 CK2009
 CK2009                         *CURRENT SURVEY CONTROL
 CK2009  ___________________________________________________________________
 CK2009* NAD 83(1986)-  32 14 05.     (N)    080 51 47.     (W)     SCALED    
 CK2009* NAVD 88     -         6.580  (meters)      21.59   (feet)  ADJUSTED  
 CK2009  ___________________________________________________________________
 CK2009  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CK2009  DYNAMIC HT  -           6.573 (meters)      21.56  (feet)  COMP
 CK2009  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 CK2009
 CK2009  VERT ORDER  -  FIRST     CLASS II
 CK2009
 CK2009.The horizontal coordinates were scaled from a topographic map and have
 CK2009.an estimated accuracy of +/- 6 seconds.
 CK2009
 CK2009.The orthometric height was determined by differential leveling
 CK2009.and adjusted by the National Geodetic Survey in June 1991..
 CK2009
 CK2009.This Tidal Bench Mark is designated as VM 11239
 CK2009.by the Center for Operational Oceanographic Products and Services.
 CK2009
 CK2009.The geoid height was determined by GEOID03.
 CK2009
 CK2009.The dynamic height is computed by dividing the NAVD 88
 CK2009.geopotential number by the normal gravity value computed on the
 CK2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2009.degrees latitude (g = 980.6199 gals.).
 CK2009
 CK2009.The modeled gravity was interpolated from observed gravity values.
 CK2009
 CK2009;                    North         East    Units  Estimated Accuracy
 CK2009;SPC SC       -    44,530.      622,510.      MT  (+/- 180 meters Scaled)
 CK2009
 CK2009                          SUPERSEDED SURVEY CONTROL
 CK2009
 CK2009  NGVD 29 (03/21/89)    6.861  (m)           22.51   (f) ADJUSTED    1 2
 CK2009
 CK2009.Superseded values are not recommended for survey control.
 CK2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2009.See file dsdata.txt to determine how the superseded data were derived.
 CK2009
 CK2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR129664(NAD 83)
 CK2009_MARKER: DJ = TIDAL STATION DISK
 CK2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2009_SP_SET: CONCRETE POST
 CK2009_STAMPING: 9103 J 1981
 CK2009_MARK LOGO: NOS   
 CK2009_PROJECTION: FLUSH
 CK2009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2009
 CK2009  HISTORY     - Date     Condition        Report By
 CK2009  HISTORY     - 1981     MONUMENTED       NOS
 CK2009  HISTORY     - 1981     GOOD             SCGS
 CK2009  HISTORY     - 1990     GOOD             USPSQD
 CK2009  HISTORY     - 19940725 GOOD             USPSQD
 CK2009  HISTORY     - 19960612 GOOD             USPSQD
 CK2009  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 CK2009  HISTORY     - 19980618 GOOD             USPSQD
 CK2009  HISTORY     - 20040425 MARK NOT FOUND   USPSQD
 CK2009
 CK2009                          STATION DESCRIPTION
 CK2009
 CK2009'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2009'IN BLUFFTON.
 CK2009'0.5 KILOMETER (0.3 MILE) SOUTH ALONG CALHOUNE STREET FROM THE
 CK2009'JUNCTION OF STATE HIGHWAY 46 IN BLUFFTON AT THE JUNCTION OF
 CK2009'BRIDGE STREET, SET IN THE NORTHWEST ANGLE OF THE INTERSECTION IN
 CK2009'THE YARD OF THE BLUFFTON TELEPHONE COMPANY, 11.6 METERS (38.0 FEET)
 CK2009'WEST NORTHWEST OF THE CENTER LINE OF CALHOUNE STREET, 9.1 METERS
 CK2009'(30.0 FEET) NORTH NORTHEAST OF THE CENTER OF BRIDGE STREET, SET IN
 CK2009'THE NORTHWEST ANGLE OF THE INTERSECTION IN THE YARD OF THE BLUFFTON
 CK2009'TELEPHONE COMPANY, 11.6 METERS (38.0 FEET) WEST NORTHWEST OF THE
 CK2009'CENTER LINE OF CALHOUNE STREET, 9.1 METERS (30.0 FEET) NORTH
 CK2009'NORTHEAST OF THE CENTER OF BRIDGE STREET, 3.2 METERS (10.5 FEET)
 CK2009'EAST NORTHEAST OF A POWER POLE, 10.2 METERS (33.5 FEET) SOUTH
 CK2009'SOUTHWEST OF A 40 INCH OAK TREE.
 CK2009'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2009
 CK2009                          STATION RECOVERY (1990)
 CK2009
 CK2009'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2009'RECOVERED IN GOOD CONDITION.
 CK2009
 CK2009                          STATION RECOVERY (1994)
 CK2009
 CK2009'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK2009'RECOVERED IN GOOD CONDITION.
 CK2009
 CK2009                          STATION RECOVERY (1996)
 CK2009
 CK2009'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2009'RECOVERED IN GOOD CONDITION.
 CK2009
 CK2009                          STATION RECOVERY (1998)
 CK2009
 CK2009'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2009'MARK NOT FOUND.
 CK2009
 CK2009                          STATION RECOVERY (1998)
 CK2009
 CK2009'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2009'RECOVERED IN GOOD CONDITION.
 CK2009
 CK2009                          STATION RECOVERY (2004)
 CK2009
 CK2009'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0731 ***********************************************************************
 CK0731  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0731  DESIGNATION -  866 9103 TIDAL 1
 CK0731  PID         -  CK0731
 CK0731  STATE/COUNTY-  SC/BEAUFORT
 CK0731  USGS QUAD   -  BLUFFTON (1972)
 CK0731
 CK0731                         *CURRENT SURVEY CONTROL
 CK0731  ___________________________________________________________________
 CK0731* NAD 83(1986)-  32 13 51.     (N)    080 51 47.     (W)     SCALED    
 CK0731* NAVD 88     -         6.162  (meters)      20.22   (feet)  ADJUSTED  
 CK0731  ___________________________________________________________________
 CK0731  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CK0731  DYNAMIC HT  -           6.155 (meters)      20.19  (feet)  COMP
 CK0731  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CK0731
 CK0731  VERT ORDER  -  FIRST     CLASS II
 CK0731
 CK0731.The horizontal coordinates were scaled from a topographic map and have
 CK0731.an estimated accuracy of +/- 6 seconds.
 CK0731
 CK0731.The orthometric height was determined by differential leveling
 CK0731.and adjusted by the National Geodetic Survey in June 1991..
 CK0731.WARNING-Repeat measurements at this control monument indicate possible
 CK0731.vertical movement.
 CK0731
 CK0731.This Tidal Bench Mark is designated as VM 11232
 CK0731.by the Center for Operational Oceanographic Products and Services.
 CK0731
 CK0731.The geoid height was determined by GEOID03.
 CK0731
 CK0731.The dynamic height is computed by dividing the NAVD 88
 CK0731.geopotential number by the normal gravity value computed on the
 CK0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0731.degrees latitude (g = 980.6199 gals.).
 CK0731
 CK0731.The modeled gravity was interpolated from observed gravity values.
 CK0731
 CK0731;                    North         East    Units  Estimated Accuracy
 CK0731;SPC SC       -    44,100.      622,510.      MT  (+/- 180 meters Scaled)
 CK0731
 CK0731                          SUPERSEDED SURVEY CONTROL
 CK0731
 CK0731  NGVD 29 (03/21/89)    6.442  (m)           21.14   (f) ADJUSTED    1 2
 CK0731
 CK0731.Superseded values are not recommended for survey control.
 CK0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0731.See file dsdata.txt to determine how the superseded data were derived.
 CK0731
 CK0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR129660(NAD 83)
 CK0731_MARKER: DB = BENCH MARK DISK
 CK0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0731_STAMPING: NO 1 1934
 CK0731_MARK LOGO: CGS   
 CK0731_PROJECTION: PROJECTING 10 CENTIMETERS
 CK0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0731+STABILITY: SURFACE MOTION
 CK0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0731+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2004
 CK0731
 CK0731  HISTORY     - Date     Condition        Report By
 CK0731  HISTORY     - 1934     MONUMENTED       CGS
 CK0731  HISTORY     - 1955     GOOD             NGS
 CK0731  HISTORY     - 1981     GOOD             SCGS
 CK0731  HISTORY     - 1990     GOOD             USPSQD
 CK0731  HISTORY     - 19940725 GOOD             USPSQD
 CK0731  HISTORY     - 19960612 GOOD             USPSQD
 CK0731  HISTORY     - 19980311 GOOD             USPSQD
 CK0731  HISTORY     - 20040425 GOOD             USPSQD
 CK0731
 CK0731                          STATION DESCRIPTION
 CK0731
 CK0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0731'AT BLUFFTON.
 CK0731'AT BLUFFTON, ABOUT 0.45 MILE SOUTH ALONG MAIN STREET FROM THE
 CK0731'JUNCTION OF STATE HIGHWAY 46 AND 462, AT THE SOUTH END OF MAIN
 CK0731'STREET, ABOUT 32 YARDS NORTH OF CITY WHARF ON MAY RIVER, ABOUT
 CK0731'9 YARDS NORTH OF RIVER BLUFF, 19 FEET EAST OF CENTER LINE OF
 CK0731'MAIN STREET, 1 1/2 FEET WEST OF A FENCE LINE, 56.2 FEET
 CK0731'EAST-SOUTHEAST OF TIDAL NO. 2, 109 FEET EAST OF TIDAL NO. 3,
 CK0731'ABOUT 1/2 FOOT ABOVE LEVEL OF STREET AND SET IN THE TOP OF A
 CK0731'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MAIN STREET AND 462
 CK0731'IS NOW CALHOUN STREET.
 CK0731
 CK0731                          STATION RECOVERY (1981)
 CK0731
 CK0731'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK0731'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 CK0731'0.6 KILOMETER (0.4 MILE) SOUTH ALONG CALHOUNE STREET FROM THE
 CK0731'JUNCTION OF STATE HIGHWAY 46 IN BLUFFTON, TO THE END OF THE STREET,
 CK0731'SET ON THE LEFT AT THE VERY END OF THE ROAD BEFORE GOING DOWN
 CK0731'HILL TO THE WATER, 22.8 METERS (75.0 FEET) SOUTH OF A 60 INCH OAK
 CK0731'TREE IN THE CENTER OF THE ROAD, 0.4 METER (1.5 FEET) WEST NORTHWEST
 CK0731'OF A WIRE FENCE, 4.3 METERS (14.0 FEET) SOUTH SOUTHWEST OF A 36
 CK0731'INCH OAK TREE, 5.5 METERS (18.0 FEET) EAST SOUTHEAST OF THE CENTER
 CK0731'OF THE ROAD.
 CK0731'THE MARK IS 0.3 M ABOVE ROAD.
 CK0731
 CK0731                          STATION RECOVERY (1990)
 CK0731
 CK0731'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK0731'RECOVERED IN GOOD CONDITION.
 CK0731
 CK0731                          STATION RECOVERY (1994)
 CK0731
 CK0731'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK0731'RECOVERED IN GOOD CONDITION.
 CK0731
 CK0731                          STATION RECOVERY (1996)
 CK0731
 CK0731'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0731'RECOVERED IN GOOD CONDITION.
 CK0731
 CK0731                          STATION RECOVERY (1998)
 CK0731
 CK0731'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK0731'RECOVERED IN GOOD CONDITION.
 CK0731
 CK0731                          STATION RECOVERY (2004)
 CK0731
 CK0731'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0730 ***********************************************************************
 CK0730  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0730  DESIGNATION -  866 9103 TIDAL 2
 CK0730  PID         -  CK0730
 CK0730  STATE/COUNTY-  SC/BEAUFORT
 CK0730  USGS QUAD   -  BLUFFTON (1972)
 CK0730
 CK0730                         *CURRENT SURVEY CONTROL
 CK0730  ___________________________________________________________________
 CK0730* NAD 83(1986)-  32 13 52.     (N)    080 51 47.     (W)     SCALED    
 CK0730* NAVD 88     -         6.089  (meters)      19.98   (feet)  ADJUSTED  
 CK0730  ___________________________________________________________________
 CK0730  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CK0730  DYNAMIC HT  -           6.082 (meters)      19.95  (feet)  COMP
 CK0730  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CK0730
 CK0730  VERT ORDER  -  FIRST     CLASS II
 CK0730
 CK0730.The horizontal coordinates were scaled from a topographic map and have
 CK0730.an estimated accuracy of +/- 6 seconds.
 CK0730
 CK0730.The orthometric height was determined by differential leveling
 CK0730.and adjusted by the National Geodetic Survey in June 1991..
 CK0730
 CK0730.This Tidal Bench Mark is designated as VM 11233
 CK0730.by the Center for Operational Oceanographic Products and Services.
 CK0730
 CK0730.The geoid height was determined by GEOID03.
 CK0730
 CK0730.The dynamic height is computed by dividing the NAVD 88
 CK0730.geopotential number by the normal gravity value computed on the
 CK0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0730.degrees latitude (g = 980.6199 gals.).
 CK0730
 CK0730.The modeled gravity was interpolated from observed gravity values.
 CK0730
 CK0730;                    North         East    Units  Estimated Accuracy
 CK0730;SPC SC       -    44,130.      622,510.      MT  (+/- 180 meters Scaled)
 CK0730
 CK0730                          SUPERSEDED SURVEY CONTROL
 CK0730
 CK0730  NGVD 29 (03/21/89)    6.369  (m)           20.90   (f) ADJUSTED    1 2
 CK0730
 CK0730.Superseded values are not recommended for survey control.
 CK0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0730.See file dsdata.txt to determine how the superseded data were derived.
 CK0730
 CK0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR129660(NAD 83)
 CK0730_MARKER: DJ = TIDAL STATION DISK
 CK0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0730_STAMPING: NO 2 1934
 CK0730_MARK LOGO: CGS   
 CK0730_PROJECTION: PROJECTING 5 CENTIMETERS
 CK0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0730+STABILITY: SURFACE MOTION
 CK0730
 CK0730  HISTORY     - Date     Condition        Report By
 CK0730  HISTORY     - 1934     MONUMENTED       CGS
 CK0730  HISTORY     - 1955     GOOD             NGS
 CK0730  HISTORY     - 1974     GOOD             NGS
 CK0730  HISTORY     - 1981     GOOD             SCGS
 CK0730  HISTORY     - 1990     GOOD             USPSQD
 CK0730  HISTORY     - 19940725 GOOD             USPSQD
 CK0730  HISTORY     - 19960612 MARK NOT FOUND   USPSQD
 CK0730  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 CK0730  HISTORY     - 20040425 MARK NOT FOUND   USPSQD
 CK0730
 CK0730                          STATION DESCRIPTION
 CK0730
 CK0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0730'AT BLUFFTON.
 CK0730'AT BLUFFTON, ABOUT 0.45 MILE SOUTH ALONG MAIN STREET FROM THE
 CK0730'JUNCTION OF STATE HIGHWAYS 46 AND 462, AT THE SOUTH END OF
 CK0730'MAIN STREET, ABOUT 40 YARDS NORTH OF CITY WHARF ON MAY RIVER,
 CK0730'ABOUT 16 YARDS NORTH OF THE TOP OF RIVER BLUFF, 31 FEET WEST
 CK0730'OF CENTER LINE OF MAIN STREET, 1 FOOT EAST OF FENCE AROUND
 CK0730'EPISCOPAL CHURCH YARD, 109 FEET SOUTHEAST OF SOUTHEAST CORNER
 CK0730'OF CHURCH BUILDING, 14 FEET SOUTH-SOUTHWEST OF A POWER POLE,
 CK0730'56.2 FEET WEST-NORTHWEST OF TIDAL NO. 1, 60 FEET EAST-NORTHEAST
 CK0730'OF TIDAL NO. 3, ABOUT LEVEL WITH STREET AND SET IN THE TOP OF A
 CK0730'CONCRETE POST PROJECTING 1 INCH.  NOTE-- MAIN STREET AND 462 IS
 CK0730'NOW CALHOUN STREET.
 CK0730
 CK0730                          STATION RECOVERY (1974)
 CK0730
 CK0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0730'RECOVERED IN GOOD CONDITION.
 CK0730
 CK0730                          STATION RECOVERY (1981)
 CK0730
 CK0730'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK0730'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 CK0730'0.6 KILOMETER (0.4 MILE) SOUTH ALONG CALHOUNE STREET FROM THE
 CK0730'JUNCTION OF STATE HIGHWAY 46 IN BLUFFTON, SET ALONG THE FENCE LINE
 CK0730'AT THE END OF THE ROAD, 0.31 METER (1.3 FEET) EAST SOUTHEAST OF A
 CK0730'WIRE FENCE, 9.45 METERS (31.0 FEET) WEST NORTHWEST OF THE CENTER
 CK0730'OF THE ROAD TO THE DOCK, 14.0 METER (46.0 FEET) SOUTH SOUTHEAST
 CK0730'OF A 60 INCH OAK TREE IN THE MIDDLE OF THE ROAD, 11.27 METERS
 CK0730'(37.0 FEET) SOUTH SOUTHWEST OF THE SOUTH SOUTHWEST END OF A BRICK
 CK0730'FENCE IN FRONT OF THE CHURCH, 1.8 METERS (6.0 FEET) SOUTH
 CK0730'SOUTHWEST OF A 6 INCH CEDAR TREE.
 CK0730'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 CK0730'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK0730
 CK0730                          STATION RECOVERY (1990)
 CK0730
 CK0730'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK0730'RECOVERED IN GOOD CONDITION.
 CK0730
 CK0730                          STATION RECOVERY (1994)
 CK0730
 CK0730'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK0730'RECOVERED IN GOOD CONDITION.
 CK0730
 CK0730                          STATION RECOVERY (1996)
 CK0730
 CK0730'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0730'MARK NOT FOUND.
 CK0730
 CK0730                          STATION RECOVERY (1998)
 CK0730
 CK0730'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK0730'MARK NOT FOUND.
 CK0730
 CK0730                          STATION RECOVERY (2004)
 CK0730
 CK0730'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0732 ***********************************************************************
 CK0732  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0732  DESIGNATION -  866 9103 TIDAL 3
 CK0732  PID         -  CK0732
 CK0732  STATE/COUNTY-  SC/BEAUFORT
 CK0732  USGS QUAD   -  BLUFFTON (1972)
 CK0732
 CK0732                         *CURRENT SURVEY CONTROL
 CK0732  ___________________________________________________________________
 CK0732* NAD 83(1986)-  32 13 52.     (N)    080 51 48.     (W)     SCALED    
 CK0732* NAVD 88     -         6.555  (meters)      21.51   (feet)  ADJUSTED  
 CK0732  ___________________________________________________________________
 CK0732  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CK0732  DYNAMIC HT  -           6.548 (meters)      21.48  (feet)  COMP
 CK0732  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CK0732
 CK0732  VERT ORDER  -  FIRST     CLASS II
 CK0732
 CK0732.The horizontal coordinates were scaled from a topographic map and have
 CK0732.an estimated accuracy of +/- 6 seconds.
 CK0732
 CK0732.The orthometric height was determined by differential leveling
 CK0732.and adjusted by the National Geodetic Survey in June 1991..
 CK0732.WARNING-Repeat measurements at this control monument indicate possible
 CK0732.vertical movement.
 CK0732
 CK0732.This Tidal Bench Mark is designated as VM 11234
 CK0732.by the Center for Operational Oceanographic Products and Services.
 CK0732
 CK0732.The geoid height was determined by GEOID03.
 CK0732
 CK0732.The dynamic height is computed by dividing the NAVD 88
 CK0732.geopotential number by the normal gravity value computed on the
 CK0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0732.degrees latitude (g = 980.6199 gals.).
 CK0732
 CK0732.The modeled gravity was interpolated from observed gravity values.
 CK0732
 CK0732;                    North         East    Units  Estimated Accuracy
 CK0732;SPC SC       -    44,130.      622,480.      MT  (+/- 180 meters Scaled)
 CK0732
 CK0732                          SUPERSEDED SURVEY CONTROL
 CK0732
 CK0732  NGVD 29 (03/21/89)    6.836  (m)           22.43   (f) ADJUSTED    1 2
 CK0732
 CK0732.Superseded values are not recommended for survey control.
 CK0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0732.See file dsdata.txt to determine how the superseded data were derived.
 CK0732
 CK0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR128660(NAD 83)
 CK0732_MARKER: DJ = TIDAL STATION DISK
 CK0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0732_STAMPING: NO 3 1934
 CK0732_MARK LOGO: CGS   
 CK0732_PROJECTION: FLUSH
 CK0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0732+STABILITY: SURFACE MOTION
 CK0732
 CK0732  HISTORY     - Date     Condition        Report By
 CK0732  HISTORY     - 1934     MONUMENTED       CGS
 CK0732  HISTORY     - 1955     GOOD             NGS
 CK0732  HISTORY     - 1974     GOOD             NGS
 CK0732  HISTORY     - 1981     GOOD             SCGS
 CK0732  HISTORY     - 1990     GOOD             USPSQD
 CK0732  HISTORY     - 19940725 GOOD             USPSQD
 CK0732  HISTORY     - 19960612 GOOD             USPSQD
 CK0732  HISTORY     - 19980311 GOOD             USPSQD
 CK0732  HISTORY     - 20040425 MARK NOT FOUND   USPSQD
 CK0732
 CK0732                          STATION DESCRIPTION
 CK0732
 CK0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0732'AT BLUFFTON.
 CK0732'AT BLUFFTON, ABOUT 0.45 MILE SOUTH ALONG MAIN STREET FROM
 CK0732'THE JUNCTION OF STATE HIGHWAYS 46 AND 462, AT THE SOUTH END (FOOT)
 CK0732'OF MAIN STREET, IN YARD OF EPISCOPAL CHURCH, ON TOP OF BLUFF ON
 CK0732'NORTH SIDE OF MAY RIVER, 91 FEET WEST OF CENTER LINE OF FOOT
 CK0732'OF MAIN STREET, 22 FEET NORTH OF TOP OF BLUFF, 105 1/2 FEET
 CK0732'SOUTH OF SOUTHEAST CORNER OF CHURCH BUILDING AND 1 FOOT EAST OF
 CK0732'THE EXTENDED EAST FACE OF BUILDING, 5 1/2 FEET NORTH-NORTHEAST
 CK0732'OF A 50-INCH LIVE OAK TREE, 109 FEET WEST OF TIDAL NO. 1,
 CK0732'60 FEET WEST-SOUTHWEST OF TIDAL NO. 2, AND SET IN THE TOP OF A
 CK0732'CONCRETE POST PROJECTING 1 INCH.  NOTE-- MAIN STREET AND 462 IS
 CK0732'NOW CALHOUN STREET.
 CK0732
 CK0732                          STATION RECOVERY (1974)
 CK0732
 CK0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0732'RECOVERED IN GOOD CONDITION.
 CK0732
 CK0732                          STATION RECOVERY (1981)
 CK0732
 CK0732'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK0732'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 CK0732'0.6 KILOMETER (0.4 MILE) SOUTH ALONG CALHOUNE STREET FROM THE
 CK0732'JUNCTION OF STATE HIGHWAY 46 IN BLUFFTON, TO THE END OF THE STREET
 CK0732'AND A LARGE CHURCH ON THE RIGHT, SET ON THE TOP OF THE RIVER BANK,
 CK0732'IN THE SOUTH YARD OF THE CHURCH, 32.4 METERS (106.5 FEET) SOUTH
 CK0732'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH, 15.8 METERS
 CK0732'(52.0 FEET) SOUTHWEST OF A 36 INCH CEDAR TREE, 17.5 METERS (57.5 FEET)
 CK0732'WEST NORTHWEST OF A WIRE FENCE, 6.7 METERS (22.0 FEET) NORTH NORTHWEST
 CK0732'OF THE RIVER BANK.
 CK0732'THE MARK IS 0.3 M ABOVE ROAD.
 CK0732
 CK0732                          STATION RECOVERY (1990)
 CK0732
 CK0732'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK0732'RECOVERED IN GOOD CONDITION.
 CK0732
 CK0732                          STATION RECOVERY (1994)
 CK0732
 CK0732'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK0732'RECOVERED IN GOOD CONDITION.
 CK0732
 CK0732                          STATION RECOVERY (1996)
 CK0732
 CK0732'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0732'RECOVERED IN GOOD CONDITION.
 CK0732
 CK0732                          STATION RECOVERY (1998)
 CK0732
 CK0732'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK0732'RECOVERED IN GOOD CONDITION.
 CK0732
 CK0732                          STATION RECOVERY (2004)
 CK0732
 CK0732'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2013 ***********************************************************************
 CK2013  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2013  DESIGNATION -  866 9103 TIDAL 4
 CK2013  PID         -  CK2013
 CK2013  STATE/COUNTY-  SC/BEAUFORT
 CK2013  USGS QUAD   -  BLUFFTON (1972)
 CK2013
 CK2013                         *CURRENT SURVEY CONTROL
 CK2013  ___________________________________________________________________
 CK2013* NAD 83(1986)-  32 13 52.     (N)    080 51 47.     (W)     SCALED    
 CK2013* NAVD 88     -         6.357  (meters)      20.86   (feet)  ADJUSTED  
 CK2013  ___________________________________________________________________
 CK2013  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CK2013  DYNAMIC HT  -           6.350 (meters)      20.83  (feet)  COMP
 CK2013  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CK2013
 CK2013  VERT ORDER  -  FIRST     CLASS II
 CK2013
 CK2013.The horizontal coordinates were scaled from a topographic map and have
 CK2013.an estimated accuracy of +/- 6 seconds.
 CK2013
 CK2013.The orthometric height was determined by differential leveling
 CK2013.and adjusted by the National Geodetic Survey in June 1991..
 CK2013
 CK2013.This Tidal Bench Mark is designated as VM 11235
 CK2013.by the Center for Operational Oceanographic Products and Services.
 CK2013
 CK2013.The geoid height was determined by GEOID03.
 CK2013
 CK2013.The dynamic height is computed by dividing the NAVD 88
 CK2013.geopotential number by the normal gravity value computed on the
 CK2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2013.degrees latitude (g = 980.6199 gals.).
 CK2013
 CK2013.The modeled gravity was interpolated from observed gravity values.
 CK2013
 CK2013;                    North         East    Units  Estimated Accuracy
 CK2013;SPC SC       -    44,130.      622,510.      MT  (+/- 180 meters Scaled)
 CK2013
 CK2013                          SUPERSEDED SURVEY CONTROL
 CK2013
 CK2013  NGVD 29 (03/21/89)    6.637  (m)           21.77   (f) ADJUSTED    1 2
 CK2013
 CK2013.Superseded values are not recommended for survey control.
 CK2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2013.See file dsdata.txt to determine how the superseded data were derived.
 CK2013
 CK2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR129660(NAD 83)
 CK2013_MARKER: DJ = TIDAL STATION DISK
 CK2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2013_SP_SET: CONCRETE POST
 CK2013_STAMPING: NO 4 1973
 CK2013_MARK LOGO: NOS   
 CK2013_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2013+STABILITY: SURFACE MOTION
 CK2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2013+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2004
 CK2013
 CK2013  HISTORY     - Date     Condition        Report By
 CK2013  HISTORY     - 1973     MONUMENTED       NOS
 CK2013  HISTORY     - 1981     GOOD             SCGS
 CK2013  HISTORY     - 1990     GOOD             USPSQD
 CK2013  HISTORY     - 19940725 GOOD             USPSQD
 CK2013  HISTORY     - 19960612 GOOD             USPSQD
 CK2013  HISTORY     - 19980311 GOOD             USPSQD
 CK2013  HISTORY     - 20040425 GOOD             USPSQD
 CK2013
 CK2013                          STATION DESCRIPTION
 CK2013
 CK2013'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2013'IN BLUFFTON.
 CK2013'0.6 KILOMETER (0.4 MILE) SOUTH ALONG CALHOUNE STREET FROM THE
 CK2013'JUNCTION OF STATE HIGHWAY 46 IN BLUFFTON, TO THE END OF THE STREET
 CK2013'AND A LARGE CHURCH ON THE RIGHT, SET 0.6 METERS (2.0 FEET) WEST
 CK2013'OF A WIRE FENCE, 1.3 METERS (4.5 FEET) SOUTH SOUTHEAST OF A 20 INCH
 CK2013'CEDAR TREE, 11.0 METERS (36.0 FEET) EAST SOUTHEAST OF A 60 INCH
 CK2013'OAK TREE IN THE MIDDLE OF THE ROAD, 5.9 METERS (19.5 FEET) EAST OF
 CK2013'THE CENTER OF THE ROAD.
 CK2013'THE MARK IS 1.0 M ABOVE ROAD.
 CK2013
 CK2013                          STATION RECOVERY (1990)
 CK2013
 CK2013'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2013'RECOVERED IN GOOD CONDITION.
 CK2013
 CK2013                          STATION RECOVERY (1994)
 CK2013
 CK2013'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK2013'RECOVERED IN GOOD CONDITION.
 CK2013
 CK2013                          STATION RECOVERY (1996)
 CK2013
 CK2013'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2013'RECOVERED IN GOOD CONDITION.
 CK2013
 CK2013                          STATION RECOVERY (1998)
 CK2013
 CK2013'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2013'RECOVERED IN GOOD CONDITION.
 CK2013
 CK2013                          STATION RECOVERY (2004)
 CK2013
 CK2013'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2012 ***********************************************************************
 CK2012  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2012  DESIGNATION -  866 9103 TIDAL 5
 CK2012  PID         -  CK2012
 CK2012  STATE/COUNTY-  SC/BEAUFORT
 CK2012  USGS QUAD   -  BLUFFTON (1972)
 CK2012
 CK2012                         *CURRENT SURVEY CONTROL
 CK2012  ___________________________________________________________________
 CK2012* NAD 83(1986)-  32 13 52.     (N)    080 51 46.     (W)     SCALED    
 CK2012* NAVD 88     -         6.316  (meters)      20.72   (feet)  ADJUSTED  
 CK2012  ___________________________________________________________________
 CK2012  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CK2012  DYNAMIC HT  -           6.308 (meters)      20.70  (feet)  COMP
 CK2012  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CK2012
 CK2012  VERT ORDER  -  FIRST     CLASS II
 CK2012
 CK2012.The horizontal coordinates were scaled from a topographic map and have
 CK2012.an estimated accuracy of +/- 6 seconds.
 CK2012
 CK2012.The orthometric height was determined by differential leveling
 CK2012.and adjusted by the National Geodetic Survey in June 1991..
 CK2012
 CK2012.This Tidal Bench Mark is designated as VM 11236
 CK2012.by the Center for Operational Oceanographic Products and Services.
 CK2012
 CK2012.The geoid height was determined by GEOID03.
 CK2012
 CK2012.The dynamic height is computed by dividing the NAVD 88
 CK2012.geopotential number by the normal gravity value computed on the
 CK2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2012.degrees latitude (g = 980.6199 gals.).
 CK2012
 CK2012.The modeled gravity was interpolated from observed gravity values.
 CK2012
 CK2012;                    North         East    Units  Estimated Accuracy
 CK2012;SPC SC       -    44,130.      622,540.      MT  (+/- 180 meters Scaled)
 CK2012
 CK2012                          SUPERSEDED SURVEY CONTROL
 CK2012
 CK2012  NGVD 29 (03/21/89)    6.596  (m)           21.64   (f) ADJUSTED    1 2
 CK2012
 CK2012.Superseded values are not recommended for survey control.
 CK2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2012.See file dsdata.txt to determine how the superseded data were derived.
 CK2012
 CK2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR129660(NAD 83)
 CK2012_MARKER: DJ = TIDAL STATION DISK
 CK2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2012_SP_SET: CONCRETE POST
 CK2012_STAMPING: NO 5 1973
 CK2012_MARK LOGO: NOS   
 CK2012_PROJECTION: PROJECTING 5 CENTIMETERS
 CK2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2012+STABILITY: SURFACE MOTION
 CK2012
 CK2012  HISTORY     - Date     Condition        Report By
 CK2012  HISTORY     - 1973     MONUMENTED       NOS
 CK2012  HISTORY     - 1981     GOOD             SCGS
 CK2012  HISTORY     - 1990     GOOD             USPSQD
 CK2012  HISTORY     - 19940725 GOOD             USPSQD
 CK2012  HISTORY     - 19960611 GOOD             USPSQD
 CK2012  HISTORY     - 19980311 GOOD             USPSQD
 CK2012  HISTORY     - 20040425 POOR             USPSQD
 CK2012
 CK2012                          STATION DESCRIPTION
 CK2012
 CK2012'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2012'IN BLUFFTON.
 CK2012'0.6 KILOMETER (0.4 MILE) SOUTH ALONG CALHOUNE STREET FROM THE
 CK2012'JUNCTION OF STATE HIGHWAY 46 IN BLUFFTON, TO A LARGE CHURCH ON THE
 CK2012'RIGHT, SET ALONG THE BRICK FENCE IN FRONT OF THE CHURCH, 13.1 METERS
 CK2012'(43.O FEET) NORTH NORTHWEST OF A 60 INCH OAK IN THE CENTER OF THE
 CK2012'STREET, 9.4 METERS (31.0 FEET) WEST NORTHWEST OF THE CENTER LINE
 CK2012'OF THE ROAD, 9.1 METERS (30.0 FEET) SOUTH SOUTHWEST OF THE CENTER
 CK2012'OF THE SIDEWALK TO THE FRONT ENTRANCE OF THE CHURCH, 0.6 METER
 CK2012'(2.0 FEET) EAST SOUTHEAST OF THE BRICK FENCE IN FRONT OF THE CHURCH.
 CK2012'THE MARK IS 0.2 M ABOVE ROAD.
 CK2012
 CK2012                          STATION RECOVERY (1990)
 CK2012
 CK2012'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2012'RECOVERED IN GOOD CONDITION.
 CK2012
 CK2012                          STATION RECOVERY (1994)
 CK2012
 CK2012'RECOVERY NOTE BY US POWER SQUADRON 1994
 CK2012'RECOVERED IN GOOD CONDITION.
 CK2012
 CK2012                          STATION RECOVERY (1996)
 CK2012
 CK2012'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2012'RECOVERED IN GOOD CONDITION.
 CK2012
 CK2012                          STATION RECOVERY (1998)
 CK2012
 CK2012'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2012'RECOVERED IN GOOD CONDITION.
 CK2012
 CK2012                          STATION RECOVERY (2004)
 CK2012
 CK2012'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2012'THE MARK IS IN GOOD CONDITION, BUT THE STAMPING HAS BEEN OBLITERATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2037 ***********************************************************************
 CK2037  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2037  DESIGNATION -  866 9133 C TIDAL
 CK2037  PID         -  CK2037
 CK2037  STATE/COUNTY-  SC/BEAUFORT
 CK2037  USGS QUAD   -  BLUFFTON (1972)
 CK2037
 CK2037                         *CURRENT SURVEY CONTROL
 CK2037  ___________________________________________________________________
 CK2037* NAD 83(1986)-  32 13 24.     (N)    080 46 14.     (W)     SCALED    
 CK2037* NAVD 88     -         2.796  (meters)       9.17   (feet)  ADJUSTED  
 CK2037  ___________________________________________________________________
 CK2037  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2037  DYNAMIC HT  -           2.793 (meters)       9.16  (feet)  COMP
 CK2037  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 CK2037
 CK2037  VERT ORDER  -  FIRST     CLASS II
 CK2037
 CK2037.The horizontal coordinates were scaled from a topographic map and have
 CK2037.an estimated accuracy of +/- 6 seconds.
 CK2037
 CK2037.The orthometric height was determined by differential leveling
 CK2037.and adjusted by the National Geodetic Survey in June 1991..
 CK2037
 CK2037.This Tidal Bench Mark is designated as VM 4553
 CK2037.by the Center for Operational Oceanographic Products and Services.
 CK2037
 CK2037.The geoid height was determined by GEOID03.
 CK2037
 CK2037.The dynamic height is computed by dividing the NAVD 88
 CK2037.geopotential number by the normal gravity value computed on the
 CK2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2037.degrees latitude (g = 980.6199 gals.).
 CK2037
 CK2037.The modeled gravity was interpolated from observed gravity values.
 CK2037
 CK2037;                    North         East    Units  Estimated Accuracy
 CK2037;SPC SC       -    43,280.      631,230.      MT  (+/- 180 meters Scaled)
 CK2037
 CK2037                          SUPERSEDED SURVEY CONTROL
 CK2037
 CK2037  NGVD 29 (03/21/89)    3.077  (m)           10.10   (f) ADJUSTED    1 2
 CK2037
 CK2037.Superseded values are not recommended for survey control.
 CK2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2037.See file dsdata.txt to determine how the superseded data were derived.
 CK2037
 CK2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR216652(NAD 83)
 CK2037_MARKER: DJ = TIDAL STATION DISK
 CK2037_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2037_SP_SET: STAINLESS STEEL ROD
 CK2037_STAMPING: 9133 C 1978
 CK2037_MARK LOGO: NOS   
 CK2037_PROJECTION: FLUSH
 CK2037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2037+STABILITY: POSITION/ELEVATION WELL
 CK2037_ROD/PIPE-DEPTH: 8.5  meters
 CK2037
 CK2037  HISTORY     - Date     Condition        Report By
 CK2037  HISTORY     - 1978     MONUMENTED       NOS
 CK2037  HISTORY     - 1981     GOOD             SCGS
 CK2037  HISTORY     - 1988     GOOD             USPSQD
 CK2037  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 CK2037
 CK2037                          STATION DESCRIPTION
 CK2037
 CK2037'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2037'IN HILTON HEAD ISLAND.
 CK2037'1.6 KILOMETERS (1.0 MILE) WESTERLY ALONG U.S. HIGHWAY 278 FROM
 CK2037'THE POST OFFICE ON THE NORTH END OF HILTON HEAD, THENCE 0.6 KILOMETER
 CK2037'(0.4 MILE) NORTHERLY ALONG COUNTY ROAD S-7-298 LEADING TO THE
 CK2037'MARINA AND YACHT CLUB, SET ON THE RIGHT SIDE OF THE ROAD, NEAR A
 CK2037'POWER POLE WITH TRANSFORMER SERVICING THE SALES OFFICE, 10.4 METERS
 CK2037'(34.0 FEET) EAST NORTHEAST OF CENTER LINE OF THE ROAD TO THE CLUB,
 CK2037'30.8 METERS (101.0 FEET) SOUTHEAST OF THE SOUTHWEST END OF THE
 CK2037'NARROW PART OF A WOODEN DOCK, 2.1 METERS (7.0 FEET) SOUTH OF A
 CK2037'POWER POLE WITH A TRANSFORMER AND GUY WIRE, 1.8 METERS (6.0 FEET)
 CK2037'SOUTH SOUTHWEST OF A 25 INCH PALMETTO TREE.
 CK2037'THE MARK IS 1.3 METERS  SSW FROM A WITNESS POST.
 CK2037'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2037
 CK2037                          STATION RECOVERY (1988)
 CK2037
 CK2037'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2037'RECOVERED IN GOOD CONDITION.
 CK2037
 CK2037                          STATION RECOVERY (1996)
 CK2037
 CK2037'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2035 ***********************************************************************
 CK2035  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2035  DESIGNATION -  866 9133 E TIDAL
 CK2035  PID         -  CK2035
 CK2035  STATE/COUNTY-  SC/BEAUFORT
 CK2035  USGS QUAD   -  BLUFFTON (1972)
 CK2035
 CK2035                         *CURRENT SURVEY CONTROL
 CK2035  ___________________________________________________________________
 CK2035* NAD 83(1986)-  32 13 16.     (N)    080 46 09.     (W)     SCALED    
 CK2035* NAVD 88     -         2.550  (meters)       8.37   (feet)  ADJUSTED  
 CK2035  ___________________________________________________________________
 CK2035  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2035  DYNAMIC HT  -           2.547 (meters)       8.36  (feet)  COMP
 CK2035  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 CK2035
 CK2035  VERT ORDER  -  FIRST     CLASS II
 CK2035
 CK2035.The horizontal coordinates were scaled from a topographic map and have
 CK2035.an estimated accuracy of +/- 6 seconds.
 CK2035
 CK2035.The orthometric height was determined by differential leveling
 CK2035.and adjusted by the National Geodetic Survey in June 1991..
 CK2035
 CK2035.This Tidal Bench Mark is designated as VM 4554
 CK2035.by the Center for Operational Oceanographic Products and Services.
 CK2035
 CK2035.The geoid height was determined by GEOID03.
 CK2035
 CK2035.The dynamic height is computed by dividing the NAVD 88
 CK2035.geopotential number by the normal gravity value computed on the
 CK2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2035.degrees latitude (g = 980.6199 gals.).
 CK2035
 CK2035.The modeled gravity was interpolated from observed gravity values.
 CK2035
 CK2035;                    North         East    Units  Estimated Accuracy
 CK2035;SPC SC       -    43,030.      631,360.      MT  (+/- 180 meters Scaled)
 CK2035
 CK2035                          SUPERSEDED SURVEY CONTROL
 CK2035
 CK2035  NGVD 29 (03/21/89)    2.831  (m)            9.29   (f) ADJUSTED    1 2
 CK2035
 CK2035.Superseded values are not recommended for survey control.
 CK2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2035.See file dsdata.txt to determine how the superseded data were derived.
 CK2035
 CK2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR217649(NAD 83)
 CK2035_MARKER: DJ = TIDAL STATION DISK
 CK2035_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2035_SP_SET: STAINLESS STEEL ROD
 CK2035_STAMPING: 9133 E 1978
 CK2035_MARK LOGO: NOS   
 CK2035_PROJECTION: FLUSH
 CK2035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2035+STABILITY: POSITION/ELEVATION WELL
 CK2035_ROD/PIPE-DEPTH: 8.50 meters
 CK2035
 CK2035  HISTORY     - Date     Condition        Report By
 CK2035  HISTORY     - 1978     MONUMENTED       NOS
 CK2035  HISTORY     - 1981     GOOD             SCGS
 CK2035  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 CK2035
 CK2035                          STATION DESCRIPTION
 CK2035
 CK2035'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2035'IN HILTON HEAD ISLAND.
 CK2035'1.6 KILOMETERS (1.0 MILE) WESTERLY ALONG U.S. HIGHWAY 278 FROM
 CK2035'THE POST OFFICE ON THE NORTH END OF HILTON HEAD, THENCE 0.4 KILOMETER
 CK2035'(0.25 MILE) NORTHERLY ALONG COUNTY ROAD S-7-298, SET IN A GRASSY
 CK2035'AREA ON THE RIGHT SIDE OF THE ROAD, 5.8 METERS (19.0 FEET) EAST
 CK2035'NORTHEAST OF THE CENTER LINE OF THE ROAD, 8.9 METERS (29.4 FEET)
 CK2035'WEST OF A POWER POLE WITH A TRANSFORMER, 8.8 METERS (29.0 FEET)
 CK2035'NORTHWEST OF A 20 INCH PALMETTO TREE, 6.2 METERS (20.7 FEET)
 CK2035'SOUTH OF A TWIN TRUNK TREE WITH A LOW Y AT THE BASE.
 CK2035'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CK2035'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2035
 CK2035                          STATION RECOVERY (1996)
 CK2035
 CK2035'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2036 ***********************************************************************
 CK2036  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2036  DESIGNATION -  866 9133 F TIDAL
 CK2036  PID         -  CK2036
 CK2036  STATE/COUNTY-  SC/BEAUFORT
 CK2036  USGS QUAD   -  BLUFFTON (1972)
 CK2036
 CK2036                         *CURRENT SURVEY CONTROL
 CK2036  ___________________________________________________________________
 CK2036* NAD 83(1986)-  32 13 24.     (N)    080 46 17.     (W)     SCALED    
 CK2036* NAVD 88     -         3.163  (meters)      10.38   (feet)  ADJUSTED  
 CK2036  ___________________________________________________________________
 CK2036  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CK2036  DYNAMIC HT  -           3.159 (meters)      10.36  (feet)  COMP
 CK2036  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 CK2036
 CK2036  VERT ORDER  -  FIRST     CLASS II
 CK2036
 CK2036.The horizontal coordinates were scaled from a topographic map and have
 CK2036.an estimated accuracy of +/- 6 seconds.
 CK2036
 CK2036.The orthometric height was determined by differential leveling
 CK2036.and adjusted by the National Geodetic Survey in June 1991..
 CK2036
 CK2036.This Tidal Bench Mark is designated as VM 4555
 CK2036.by the Center for Operational Oceanographic Products and Services.
 CK2036
 CK2036.The geoid height was determined by GEOID03.
 CK2036
 CK2036.The dynamic height is computed by dividing the NAVD 88
 CK2036.geopotential number by the normal gravity value computed on the
 CK2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2036.degrees latitude (g = 980.6199 gals.).
 CK2036
 CK2036.The modeled gravity was interpolated from observed gravity values.
 CK2036
 CK2036;                    North         East    Units  Estimated Accuracy
 CK2036;SPC SC       -    43,280.      631,150.      MT  (+/- 180 meters Scaled)
 CK2036
 CK2036                          SUPERSEDED SURVEY CONTROL
 CK2036
 CK2036  NGVD 29 (03/21/89)    3.444  (m)           11.30   (f) ADJUSTED    1 2
 CK2036
 CK2036.Superseded values are not recommended for survey control.
 CK2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2036.See file dsdata.txt to determine how the superseded data were derived.
 CK2036
 CK2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR215652(NAD 83)
 CK2036_MARKER: DJ = TIDAL STATION DISK
 CK2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2036_SP_SET: CONCRETE POST
 CK2036_STAMPING: 9133 F 1981
 CK2036_MARK LOGO: NOS   
 CK2036_PROJECTION: FLUSH
 CK2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2036
 CK2036  HISTORY     - Date     Condition        Report By
 CK2036  HISTORY     - 1981     MONUMENTED       NOS
 CK2036  HISTORY     - 1981     GOOD             SCGS
 CK2036  HISTORY     - 1988     GOOD             USPSQD
 CK2036  HISTORY     - 1990     GOOD             USPSQD
 CK2036  HISTORY     - 19960611 GOOD             USPSQD
 CK2036  HISTORY     - 19981110 GOOD             USPSQD
 CK2036
 CK2036                          STATION DESCRIPTION
 CK2036
 CK2036'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2036'IN HILTON HEAD ISLAND.
 CK2036'2.2 KILOMETERS (1.4 MILES) WEST ALONG U.S. HIGHWAY 278 FROM THE
 CK2036'POST OFFICE IN HILTON HEAD, THENCE 0.5 KILOMETER (0.35 MILE)
 CK2036'NORTHERLY ALONG COUNTY ROAD S-7-298, TO THE END OF THE ROAD AT A
 CK2036'MARINA, YACHT CLUB AND A WOODEN FISHING PIER, SET IN THE CENTER OF
 CK2036'A LANDSCAPED TRAFFIC ISLAND, BETWEEN THE MARINA SALES OFFICE AND
 CK2036'A BOAT STORAGE SHED, 47.3 METERS (155.5 FEET) SOUTHWEST OF THE WEST
 CK2036'CORNER RAILING OF A LARGE WOODEN FISHING PIER, 14.6 METERS (48.0 FEET)
 CK2036'SOUTHWEST OF THE SOUTHWEST CORNER OF A MARINA OFFICE, 3.35 METERS
 CK2036'(11.0 FEET) NORTHWEST OF A 24 INCH PALMETTO TREE, 4.0 METERS
 CK2036'(13.5 FEET) EAST SOUTHEAST OF A 36 INCH OAK TREE, 21.2 METERS
 CK2036'(69.6 FEET) EAST NORTHEAST OF THE EAST CORNER OF A BOAT SHED.
 CK2036'THE MARK IS 0.2 M ABOVE DRIVEWAY.
 CK2036
 CK2036                          STATION RECOVERY (1988)
 CK2036
 CK2036'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2036'RECOVERED IN GOOD CONDITION.
 CK2036
 CK2036                          STATION RECOVERY (1990)
 CK2036
 CK2036'RECOVERY NOTE BY US POWER SQUADRON 1990 (TEC)
 CK2036'RECOVERED IN GOOD CONDITION.
 CK2036
 CK2036                          STATION RECOVERY (1996)
 CK2036
 CK2036'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2036'RECOVERED IN GOOD CONDITION.
 CK2036
 CK2036                          STATION RECOVERY (1998)
 CK2036
 CK2036'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2033 ***********************************************************************
 CK2033  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2033  DESIGNATION -  866 9133 G TIDAL
 CK2033  PID         -  CK2033
 CK2033  STATE/COUNTY-  SC/BEAUFORT
 CK2033  USGS QUAD   -  BLUFFTON (1972)
 CK2033
 CK2033                         *CURRENT SURVEY CONTROL
 CK2033  ___________________________________________________________________
 CK2033* NAD 83(1986)-  32 13 06.     (N)    080 46 08.     (W)     SCALED    
 CK2033* NAVD 88     -         5.011  (meters)      16.44   (feet)  ADJUSTED  
 CK2033  ___________________________________________________________________
 CK2033  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2033  DYNAMIC HT  -           5.006 (meters)      16.42  (feet)  COMP
 CK2033  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 CK2033
 CK2033  VERT ORDER  -  FIRST     CLASS II
 CK2033
 CK2033.The horizontal coordinates were scaled from a topographic map and have
 CK2033.an estimated accuracy of +/- 6 seconds.
 CK2033
 CK2033.The orthometric height was determined by differential leveling
 CK2033.and adjusted by the National Geodetic Survey in June 1991..
 CK2033
 CK2033.This Tidal Bench Mark is designated as VM 4556
 CK2033.by the Center for Operational Oceanographic Products and Services.
 CK2033
 CK2033.The geoid height was determined by GEOID03.
 CK2033
 CK2033.The dynamic height is computed by dividing the NAVD 88
 CK2033.geopotential number by the normal gravity value computed on the
 CK2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2033.degrees latitude (g = 980.6199 gals.).
 CK2033
 CK2033.The modeled gravity was interpolated from observed gravity values.
 CK2033
 CK2033;                    North         East    Units  Estimated Accuracy
 CK2033;SPC SC       -    42,730.      631,390.      MT  (+/- 180 meters Scaled)
 CK2033
 CK2033                          SUPERSEDED SURVEY CONTROL
 CK2033
 CK2033  NGVD 29 (03/21/89)    5.293  (m)           17.37   (f) ADJUSTED    1 2
 CK2033
 CK2033.Superseded values are not recommended for survey control.
 CK2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2033.See file dsdata.txt to determine how the superseded data were derived.
 CK2033
 CK2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR217646(NAD 83)
 CK2033_MARKER: DJ = TIDAL STATION DISK
 CK2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2033_SP_SET: CONCRETE POST
 CK2033_STAMPING: 9133 G 1981
 CK2033_MARK LOGO: NOS   
 CK2033_PROJECTION: FLUSH
 CK2033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2033
 CK2033  HISTORY     - Date     Condition        Report By
 CK2033  HISTORY     - 1981     MONUMENTED       NOS
 CK2033  HISTORY     - 1981     GOOD             SCGS
 CK2033  HISTORY     - 1988     GOOD             USPSQD
 CK2033  HISTORY     - 1990     GOOD             USPSQD
 CK2033  HISTORY     - 1990     GOOD             USPSQD
 CK2033  HISTORY     - 19960611 GOOD             USPSQD
 CK2033  HISTORY     - 19981110 GOOD             USPSQD
 CK2033
 CK2033                          STATION DESCRIPTION
 CK2033
 CK2033'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2033'IN HILTON HEAD ISLAND.
 CK2033'1.6 KILOMETERS (1.0 MILE) WESTERLY ALONG U.S. HIGHWAY 278 FROM
 CK2033'THE POST OFFICE ON THE NORTH END OF HILTON HEAD TO THE JUNCTION
 CK2033'OF COUNTY ROAD S-7-298, SET IN THE NORTHWEST ANGLE OF THE INTERSECTION
 CK2033'BY A POWER POLE WITH LINES CROSSING THE ROAD AND LINES GOING
 CK2033'UNDERGROUND, 27.4 METERS (90.0 FEET) WEST NORTHWEST OF THE CENTER
 CK2033'OF COUNTY ROAD S-7-298, 16.5 METERS (54.0 FEET) NORTH NORTHEAST OF
 CK2033'THE CENTER OF THE WEST BOUND LAND OF HIGHWAY 278, 10.5 METERS
 CK2033'(34.5 FEET) WEST OF A 25 INCH PINE TREE WITH A SQUARE BLAZE FACING
 CK2033'THE HIGHWAY, 1.2 METERS (4.0 FEET) NORTHEAST OF A POWER LINE POLE.
 CK2033'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 CK2033'THE MARK IS 1.0 M ABOVE HIGHWAY 278.
 CK2033
 CK2033                          STATION RECOVERY (1988)
 CK2033
 CK2033'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2033'RECOVERED IN GOOD CONDITION.
 CK2033
 CK2033                          STATION RECOVERY (1990)
 CK2033
 CK2033'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMC)
 CK2033'RECOVERED IN GOOD CONDITION.
 CK2033
 CK2033                          STATION RECOVERY (1990)
 CK2033
 CK2033'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2033'RECOVERED IN GOOD CONDITION.
 CK2033
 CK2033                          STATION RECOVERY (1996)
 CK2033
 CK2033'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2033'RECOVERED IN GOOD CONDITION.
 CK2033
 CK2033                          STATION RECOVERY (1998)
 CK2033
 CK2033'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2034 ***********************************************************************
 CK2034  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2034  DESIGNATION -  866 9133 J TIDAL
 CK2034  PID         -  CK2034
 CK2034  STATE/COUNTY-  SC/BEAUFORT
 CK2034  USGS QUAD   -  BLUFFTON (1972)
 CK2034
 CK2034                         *CURRENT SURVEY CONTROL
 CK2034  ___________________________________________________________________
 CK2034* NAD 83(1986)-  32 13 09.     (N)    080 46 05.     (W)     SCALED    
 CK2034* NAVD 88     -         4.234  (meters)      13.89   (feet)  ADJUSTED  
 CK2034  ___________________________________________________________________
 CK2034  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 CK2034  DYNAMIC HT  -           4.229 (meters)      13.87  (feet)  COMP
 CK2034  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 CK2034
 CK2034  VERT ORDER  -  FIRST     CLASS II
 CK2034
 CK2034.The horizontal coordinates were scaled from a topographic map and have
 CK2034.an estimated accuracy of +/- 6 seconds.
 CK2034
 CK2034.The orthometric height was determined by differential leveling
 CK2034.and adjusted by the National Geodetic Survey in June 1991..
 CK2034
 CK2034.This Tidal Bench Mark is designated as VM 4557
 CK2034.by the Center for Operational Oceanographic Products and Services.
 CK2034
 CK2034.The geoid height was determined by GEOID03.
 CK2034
 CK2034.The dynamic height is computed by dividing the NAVD 88
 CK2034.geopotential number by the normal gravity value computed on the
 CK2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2034.degrees latitude (g = 980.6199 gals.).
 CK2034
 CK2034.The modeled gravity was interpolated from observed gravity values.
 CK2034
 CK2034;                    North         East    Units  Estimated Accuracy
 CK2034;SPC SC       -    42,820.      631,470.      MT  (+/- 180 meters Scaled)
 CK2034
 CK2034                          SUPERSEDED SURVEY CONTROL
 CK2034
 CK2034  NGVD 29 (03/21/89)    4.515  (m)           14.81   (f) ADJUSTED    1 2
 CK2034
 CK2034.Superseded values are not recommended for survey control.
 CK2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2034.See file dsdata.txt to determine how the superseded data were derived.
 CK2034
 CK2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR218647(NAD 83)
 CK2034_MARKER: DJ = TIDAL STATION DISK
 CK2034_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2034_SP_SET: STAINLESS STEEL ROD
 CK2034_STAMPING: 9133 J 1981
 CK2034_MARK LOGO: NOS   
 CK2034_PROJECTION: FLUSH
 CK2034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2034+STABILITY: POSITION/ELEVATION WELL
 CK2034_ROD/PIPE-DEPTH: 14.6 meters
 CK2034
 CK2034  HISTORY     - Date     Condition        Report By
 CK2034  HISTORY     - 1981     MONUMENTED       NOS
 CK2034  HISTORY     - 1981     GOOD             SCGS
 CK2034  HISTORY     - 1988     GOOD             USPSQD
 CK2034  HISTORY     - 1990     GOOD             USPSQD
 CK2034  HISTORY     - 19960611 GOOD             USPSQD
 CK2034  HISTORY     - 19981110 GOOD             USPSQD
 CK2034
 CK2034                          STATION DESCRIPTION
 CK2034
 CK2034'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2034'IN HILTON HEAD ISLAND.
 CK2034'1.6 KILOMETERS (1.0 MILE) WESTERLY ALONG U.S. HIGHWAY 278 FROM
 CK2034'THE POST OFFICE ON THE NORTH END OF HILTON HEAD, THENCE 0.1 KILOMETER
 CK2034'(0.05 MILE) NORTHERLY ALONG COUNTY ROAD S-7-298, TO A MAJOR POWER
 CK2034'LINE CROSSING, SET IN FRONT OF THE MOST SOUTHERLY POWER POLE ON
 CK2034'THE EAST SIDE OF THE ROAD, 22.3 METERS (73.0 FEET) EAST OF THE
 CK2034'CENTER OF THE ROAD, 14.9 METERS (49.3 FEET) NORTH NORTHEAST OF
 CK2034'A SQUARE BLAZED 14 INCH ELM TREE, 1.0 METER (3.5 FEET) SOUTHWEST
 CK2034'OF THE MOST SOUTHERLY POWER POLE.
 CK2034'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CK2034'THE MARK IS 0.3 M BELOW ROAD.
 CK2034
 CK2034                          STATION RECOVERY (1988)
 CK2034
 CK2034'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2034'RECOVERED IN GOOD CONDITION.
 CK2034
 CK2034                          STATION RECOVERY (1990)
 CK2034
 CK2034'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMC)
 CK2034'RECOVERED IN GOOD CONDITION.
 CK2034
 CK2034                          STATION RECOVERY (1996)
 CK2034
 CK2034'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2034'RECOVERED IN GOOD CONDITION.
 CK2034
 CK2034                          STATION RECOVERY (1998)
 CK2034
 CK2034'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2276 ***********************************************************************
 CK2276  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2276  DESIGNATION -  866 9134 A TIDAL
 CK2276  PID         -  CK2276
 CK2276  STATE/COUNTY-  SC/BEAUFORT
 CK2276  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK2276
 CK2276                         *CURRENT SURVEY CONTROL
 CK2276  ___________________________________________________________________
 CK2276* NAD 83(1986)-  32 13 15.     (N)    080 55 10.     (W)     SCALED    
 CK2276* NAVD 88     -         3.220  (meters)      10.56   (feet)  ADJUSTED  
 CK2276  ___________________________________________________________________
 CK2276  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 CK2276  DYNAMIC HT  -           3.216 (meters)      10.55  (feet)  COMP
 CK2276  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 CK2276
 CK2276  VERT ORDER  -  FIRST     CLASS II
 CK2276
 CK2276.The horizontal coordinates were scaled from a topographic map and have
 CK2276.an estimated accuracy of +/- 6 seconds.
 CK2276
 CK2276.The orthometric height was determined by differential leveling
 CK2276.and adjusted by the National Geodetic Survey in June 1991..
 CK2276
 CK2276.This Tidal Bench Mark is designated as VM 4558
 CK2276.by the Center for Operational Oceanographic Products and Services.
 CK2276
 CK2276.The geoid height was determined by GEOID03.
 CK2276
 CK2276.The dynamic height is computed by dividing the NAVD 88
 CK2276.geopotential number by the normal gravity value computed on the
 CK2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2276.degrees latitude (g = 980.6199 gals.).
 CK2276
 CK2276.The modeled gravity was interpolated from observed gravity values.
 CK2276
 CK2276;                    North         East    Units  Estimated Accuracy
 CK2276;SPC SC       -    42,980.      617,190.      MT  (+/- 180 meters Scaled)
 CK2276
 CK2276                          SUPERSEDED SURVEY CONTROL
 CK2276
 CK2276  NGVD 29 (03/21/89)    3.500  (m)           11.48   (f) ADJUSTED    1 2
 CK2276
 CK2276.Superseded values are not recommended for survey control.
 CK2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2276.See file dsdata.txt to determine how the superseded data were derived.
 CK2276
 CK2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR075649(NAD 83)
 CK2276_MARKER: DJ = TIDAL STATION DISK
 CK2276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2276_SP_SET: STAINLESS STEEL ROD
 CK2276_STAMPING: 9134 A 1979
 CK2276_MARK LOGO: NOS   
 CK2276_PROJECTION: FLUSH
 CK2276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2276_ROD/PIPE-DEPTH: 11.5 meters
 CK2276
 CK2276  HISTORY     - Date     Condition        Report By
 CK2276  HISTORY     - 1979     MONUMENTED       NOS
 CK2276  HISTORY     - 1982     GOOD             SCGS
 CK2276  HISTORY     - 1990     GOOD             USPSQD
 CK2276
 CK2276                          STATION DESCRIPTION
 CK2276
 CK2276'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2276'5.8 KM (3.6 MI) WSW FROM BLUFFTON.
 CK2276'5.0 KILOMETERS (3.15 MILES) WEST ALONG STATE HIGHWAY 46 FROM A
 CK2276'POINT IN BLUFFTON WHERE HIGHWAY 46 TURNS NORTH, THENCE 1.9
 CK2276'KILOMETER (1.2 MILES) SOUTH ALONG A PRIVATE ROAD WITH A WHITE
 CK2276'WOODEN ENTRANCE GATE, THENCE 0.2 KILOMETER (0.1 MILE) WEST ALONG
 CK2276'A PAVED PRIVATE ROAD WITH SIGN (MCKENNA), THENCE 0.3 KILOMETERS
 CK2276'(0.2 MILE) WEST ALONG A FIELD ROAD THAT RUNS ALONG THE NORTH
 CK2276'SIDE OF AN OPEN FIELD TO A HOUSE IN THE WOODS, AT THE WEST END OF
 CK2276'THE FIELD, SET ALONG THE RIVER BANK, NORTH OF THE DOCK, 52.12
 CK2276'METERS (171.0 FEET) NORTH OF BM 9134 G, 13.95 METERS (45.8 FEET)
 CK2276'NORTH NORTHEAST OF THE EAST END OF THE DOCK, 7.62 METERS (25.0
 CK2276'FEET) WEST OF THE CENTER OF THE DRIVEWAY, 6.18 METERS (20.3 FEET)
 CK2276'NORTHEAST OF A TWIN TRUNK OAK TREE, 5.02 METERS (16.5 FEET) EAST
 CK2276'OF THE CENTER OF THE DRIVEWAY.
 CK2276'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2276
 CK2276                          STATION RECOVERY (1990)
 CK2276
 CK2276'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2277 ***********************************************************************
 CK2277  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2277  DESIGNATION -  866 9134 C TIDAL
 CK2277  PID         -  CK2277
 CK2277  STATE/COUNTY-  SC/BEAUFORT
 CK2277  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK2277
 CK2277                         *CURRENT SURVEY CONTROL
 CK2277  ___________________________________________________________________
 CK2277* NAD 83(1986)-  32 13 14.     (N)    080 55 09.     (W)     SCALED    
 CK2277* NAVD 88     -         2.234  (meters)       7.33   (feet)  ADJUSTED  
 CK2277  ___________________________________________________________________
 CK2277  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 CK2277  DYNAMIC HT  -           2.231 (meters)       7.32  (feet)  COMP
 CK2277  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CK2277
 CK2277  VERT ORDER  -  FIRST     CLASS II
 CK2277
 CK2277.The horizontal coordinates were scaled from a topographic map and have
 CK2277.an estimated accuracy of +/- 6 seconds.
 CK2277
 CK2277.The orthometric height was determined by differential leveling
 CK2277.and adjusted by the National Geodetic Survey in June 1991..
 CK2277
 CK2277.This Tidal Bench Mark is designated as VM 4559
 CK2277.by the Center for Operational Oceanographic Products and Services.
 CK2277
 CK2277.The geoid height was determined by GEOID03.
 CK2277
 CK2277.The dynamic height is computed by dividing the NAVD 88
 CK2277.geopotential number by the normal gravity value computed on the
 CK2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2277.degrees latitude (g = 980.6199 gals.).
 CK2277
 CK2277.The modeled gravity was interpolated from observed gravity values.
 CK2277
 CK2277;                    North         East    Units  Estimated Accuracy
 CK2277;SPC SC       -    42,950.      617,220.      MT  (+/- 180 meters Scaled)
 CK2277
 CK2277                          SUPERSEDED SURVEY CONTROL
 CK2277
 CK2277  NGVD 29 (03/21/89)    2.514  (m)            8.25   (f) ADJUSTED    1 2
 CK2277
 CK2277.Superseded values are not recommended for survey control.
 CK2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2277.See file dsdata.txt to determine how the superseded data were derived.
 CK2277
 CK2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR076648(NAD 83)
 CK2277_MARKER: DJ = TIDAL STATION DISK
 CK2277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2277_SP_SET: STAINLESS STEEL ROD
 CK2277_STAMPING: 9134 C 1979
 CK2277_MARK LOGO: NOS   
 CK2277_PROJECTION: FLUSH
 CK2277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2277_ROD/PIPE-DEPTH: 7.30 meters
 CK2277
 CK2277  HISTORY     - Date     Condition        Report By
 CK2277  HISTORY     - 1979     MONUMENTED       NOS
 CK2277  HISTORY     - 1982     GOOD             SCGS
 CK2277  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2277
 CK2277                          STATION DESCRIPTION
 CK2277
 CK2277'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2277'5.8 KM (3.6 MI) WSW FROM BLUFFTON.
 CK2277'5.0 KILOMETERS (3.15 MILES) WEST ALONG STATE HIGHWAY 46 FROM A
 CK2277'POINT IN BLUFFTON WHERE HIGHWAY 46 TURNS NORTH, THENCE 1.9 KILOMETERS
 CK2277'(1.2 MILES) SOUTH ALONG A PRIVATE ROAD WITH A WHITE WOODEN ENTRANCE
 CK2277'GATE, THENCE 0.2 KILOMETER (0.1 MILE) WEST ALONG A PAVED PRIVATE
 CK2277'ROAD WITH SIGN (MCKENNA), THENCE 0.3 KILOMETER (0.2 MILE) WEST ALONG
 CK2277'A FIELD ROAD THAT RUNS ALONG THE NORTH SIDE OF AN OPEN FIELD TO A
 CK2277'HOUSE IN THE WOODS, AT THE WEST END OF THE FIELD, SET ALONG THE
 CK2277'RIVER BANK ON THE WEST SIDE OF THE HOUSE, 39.0 METERS (127.7 FEET)
 CK2277'SOUTHWEST FROM 9134 B 1979, 24.0 METERS (78.8 FEET) WEST OF THE
 CK2277'WEST SIDE OF THE STEPS OF THE PORCH OF THE HOUSE, 21.2 METERS
 CK2277'(69.5 FEET) SOUTH SOUTHEAST OF THE CENTER OF THE EAST END OF THE
 CK2277'DOCK, 6.7 METERS (22.0 FEET) NORTH OF A TWIN TRUNKED OAK TREE,
 CK2277'2.1 METERS (7.0 FEET) WEST OF A 18 INCH PINE TREE.
 CK2277'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2277
 CK2277                          STATION RECOVERY (1990)
 CK2277
 CK2277'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2279 ***********************************************************************
 CK2279  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2279  DESIGNATION -  866 9134 E TIDAL
 CK2279  PID         -  CK2279
 CK2279  STATE/COUNTY-  SC/BEAUFORT
 CK2279  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK2279
 CK2279                         *CURRENT SURVEY CONTROL
 CK2279  ___________________________________________________________________
 CK2279* NAD 83(1986)-  32 13 14.     (N)    080 55 09.     (W)     SCALED    
 CK2279* NAVD 88     -         3.096  (meters)      10.16   (feet)  ADJUSTED  
 CK2279  ___________________________________________________________________
 CK2279  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 CK2279  DYNAMIC HT  -           3.092 (meters)      10.14  (feet)  COMP
 CK2279  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CK2279
 CK2279  VERT ORDER  -  FIRST     CLASS II
 CK2279
 CK2279.The horizontal coordinates were scaled from a topographic map and have
 CK2279.an estimated accuracy of +/- 6 seconds.
 CK2279
 CK2279.The orthometric height was determined by differential leveling
 CK2279.and adjusted by the National Geodetic Survey in June 1991..
 CK2279
 CK2279.This Tidal Bench Mark is designated as VM 4560
 CK2279.by the Center for Operational Oceanographic Products and Services.
 CK2279
 CK2279.The geoid height was determined by GEOID03.
 CK2279
 CK2279.The dynamic height is computed by dividing the NAVD 88
 CK2279.geopotential number by the normal gravity value computed on the
 CK2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2279.degrees latitude (g = 980.6199 gals.).
 CK2279
 CK2279.The modeled gravity was interpolated from observed gravity values.
 CK2279
 CK2279;                    North         East    Units  Estimated Accuracy
 CK2279;SPC SC       -    42,950.      617,220.      MT  (+/- 180 meters Scaled)
 CK2279
 CK2279                          SUPERSEDED SURVEY CONTROL
 CK2279
 CK2279  NGVD 29 (03/21/89)    3.376  (m)           11.08   (f) ADJUSTED    1 2
 CK2279
 CK2279.Superseded values are not recommended for survey control.
 CK2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2279.See file dsdata.txt to determine how the superseded data were derived.
 CK2279
 CK2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR076648(NAD 83)
 CK2279_MARKER: DJ = TIDAL STATION DISK
 CK2279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2279_SP_SET: STAINLESS STEEL ROD
 CK2279_STAMPING: 9134 E 1979
 CK2279_MARK LOGO: NOS   
 CK2279_PROJECTION: FLUSH
 CK2279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2279_ROD/PIPE-DEPTH: 12.8 meters
 CK2279
 CK2279  HISTORY     - Date     Condition        Report By
 CK2279  HISTORY     - 1979     MONUMENTED       NOS
 CK2279  HISTORY     - 1982     GOOD             SCGS
 CK2279  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2279
 CK2279                          STATION DESCRIPTION
 CK2279
 CK2279'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2279'5.8 KM (3.6 MI) WSW FROM BLUFFTON.
 CK2279'5.0 KILOMETERS (3.15 MILES) WEST ALONG STATE HIGHWAY 46 FROM A
 CK2279'POINT IN BLUFFTON WHERE HIGHWAY 46 TURNS NORTH, THENCE 1.9 KILOMETERS
 CK2279'(1.2 MILES) SOUTH ALONG A PRIVATE ROAD WITH A WHITE WOODEN ENTRANCE
 CK2279'GATE, THENCE 0.2 KILOMETER (0.1 MILE) WEST ALONG A PAVED PRIVATE ROAD
 CK2279'WITH SIGN (MCKENNA), THENCE 0.3 KILOMETER (0.2 MILE) WEST ALONG A
 CK2279'FIELD ROAD THAT RUNS ALONG THE NORTH SIDE OF AN OPEN FIELD TO A
 CK2279'HOUSE IN THE WOODS, AT THE WEST END OF THE FIELD, SET AT THE WOODS
 CK2279'AND FIELD EDGE ON THE SOUTH SOUTHEAST SIDE OF A DRIVEWAY OFF THE
 CK2279'NORTH NORTHEAST CORNER OF THE HOUSE, 47.2 METERS (154.8 FEET)
 CK2279'NORTHEAST OF THE NORTH NORTHEAST CORNER OF THE HOUSE, 52.0 METERS
 CK2279'(170.7 FEET) EAST SOUTHEAST OF 9134 B 1979, 4.0 METERS (13.0 FEET)
 CK2279'NORTHEAST OF A 12 INCH ROUND 24 INCH HIGH PALM TREE, 4.6 METERS
 CK2279'(15.0 FEET) SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF THE DIRT
 CK2279'ROAD.
 CK2279'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2279
 CK2279                          STATION RECOVERY (1990)
 CK2279
 CK2279'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2275 ***********************************************************************
 CK2275  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2275  DESIGNATION -  866 9134 F TIDAL
 CK2275  PID         -  CK2275
 CK2275  STATE/COUNTY-  SC/BEAUFORT
 CK2275  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK2275
 CK2275                         *CURRENT SURVEY CONTROL
 CK2275  ___________________________________________________________________
 CK2275* NAD 83(1986)-  32 13 15.     (N)    080 55 10.     (W)     SCALED    
 CK2275* NAVD 88     -         3.621  (meters)      11.88   (feet)  ADJUSTED  
 CK2275  ___________________________________________________________________
 CK2275  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 CK2275  DYNAMIC HT  -           3.617 (meters)      11.87  (feet)  COMP
 CK2275  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 CK2275
 CK2275  VERT ORDER  -  FIRST     CLASS II
 CK2275
 CK2275.The horizontal coordinates were scaled from a topographic map and have
 CK2275.an estimated accuracy of +/- 6 seconds.
 CK2275
 CK2275.The orthometric height was determined by differential leveling
 CK2275.and adjusted by the National Geodetic Survey in June 1991..
 CK2275
 CK2275.This Tidal Bench Mark is designated as VM 4561
 CK2275.by the Center for Operational Oceanographic Products and Services.
 CK2275
 CK2275.The geoid height was determined by GEOID03.
 CK2275
 CK2275.The dynamic height is computed by dividing the NAVD 88
 CK2275.geopotential number by the normal gravity value computed on the
 CK2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2275.degrees latitude (g = 980.6199 gals.).
 CK2275
 CK2275.The modeled gravity was interpolated from observed gravity values.
 CK2275
 CK2275;                    North         East    Units  Estimated Accuracy
 CK2275;SPC SC       -    42,980.      617,190.      MT  (+/- 180 meters Scaled)
 CK2275
 CK2275                          SUPERSEDED SURVEY CONTROL
 CK2275
 CK2275  NGVD 29 (03/21/89)    3.902  (m)           12.80   (f) ADJUSTED    1 2
 CK2275
 CK2275.Superseded values are not recommended for survey control.
 CK2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2275.See file dsdata.txt to determine how the superseded data were derived.
 CK2275
 CK2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR075649(NAD 83)
 CK2275_MARKER: DJ = TIDAL STATION DISK
 CK2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2275_SP_SET: CONCRETE POST
 CK2275_STAMPING: 9134 F 1981
 CK2275_MARK LOGO: NOS   
 CK2275_PROJECTION: FLUSH
 CK2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2275+STABILITY: SURFACE MOTION
 CK2275
 CK2275  HISTORY     - Date     Condition        Report By
 CK2275  HISTORY     - 1981     MONUMENTED       NOS
 CK2275  HISTORY     - 1982     GOOD             SCGS
 CK2275  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK2275
 CK2275                          STATION DESCRIPTION
 CK2275
 CK2275'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2275'5.8 KM (3.6 MI) WSW FROM BLUFFTON.
 CK2275'5.0 KILOMETERS (3.15 MILES) WEST ALONG STATE HIGHWAY 46 FROM A
 CK2275'POINT IN BLUFFTON WHERE HIGHWAY 46 TURNS NORTH, THENCE 1.9 KILOMETERS
 CK2275'(1.2 MILES) SOUTH ALONG A PRIVATE ROAD WITH A WHITE WOODEN ENTRANCE
 CK2275'GATE, THENCE 0.2 KILOMETER (0.1 MILE) WEST ALONG A PAVED PRIVATE
 CK2275'ROAD WITH SIGN MCKENNA, THENCE 0.3 KILOMETER (0.2 MILE) WEST ALONG
 CK2275'A FIELD ROAD THAT RUNS ALONG THE NORTH SIDE OF AN OPEN FIELD TO A
 CK2275'HOUSE IN THE WOODS, AT THE WEST END OF THE FIELD, SET 53.64 METERS
 CK2275'(176.0 FEET) WEST NORTHWEST OF TIDAL BENCH MARK G, 20.42 METERS
 CK2275'(67.0 FEET) SOUTH SOUTHEAST OF A TWIN TRUNK OAK AT THE WEST END OF
 CK2275'THE OPEN FIELD, 15.2 METERS (70.42 FEET) SOUTH SOUTHEAST OF THE
 CK2275'CENTER OF THE DRIVEWAY, 3.14 METERS (10.3 FEET) NORTH NORTHEAST OF
 CK2275'A 12 INCH PINE TREE.
 CK2275'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 CK2275
 CK2275                          STATION RECOVERY (1990)
 CK2275
 CK2275'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2278 ***********************************************************************
 CK2278  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2278  DESIGNATION -  866 9134 G TIDAL
 CK2278  PID         -  CK2278
 CK2278  STATE/COUNTY-  SC/BEAUFORT
 CK2278  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK2278
 CK2278                         *CURRENT SURVEY CONTROL
 CK2278  ___________________________________________________________________
 CK2278* NAD 83(1986)-  32 13 14.     (N)    080 55 09.     (W)     SCALED    
 CK2278* NAVD 88     -         3.411  (meters)      11.19   (feet)  ADJUSTED  
 CK2278  ___________________________________________________________________
 CK2278  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 CK2278  DYNAMIC HT  -           3.407 (meters)      11.18  (feet)  COMP
 CK2278  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CK2278
 CK2278  VERT ORDER  -  FIRST     CLASS II
 CK2278
 CK2278.The horizontal coordinates were scaled from a topographic map and have
 CK2278.an estimated accuracy of +/- 6 seconds.
 CK2278
 CK2278.The orthometric height was determined by differential leveling
 CK2278.and adjusted by the National Geodetic Survey in June 1991..
 CK2278
 CK2278.This Tidal Bench Mark is designated as VM 4562
 CK2278.by the Center for Operational Oceanographic Products and Services.
 CK2278
 CK2278.The geoid height was determined by GEOID03.
 CK2278
 CK2278.The dynamic height is computed by dividing the NAVD 88
 CK2278.geopotential number by the normal gravity value computed on the
 CK2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2278.degrees latitude (g = 980.6199 gals.).
 CK2278
 CK2278.The modeled gravity was interpolated from observed gravity values.
 CK2278
 CK2278;                    North         East    Units  Estimated Accuracy
 CK2278;SPC SC       -    42,950.      617,220.      MT  (+/- 180 meters Scaled)
 CK2278
 CK2278                          SUPERSEDED SURVEY CONTROL
 CK2278
 CK2278  NGVD 29 (03/21/89)    3.692  (m)           12.11   (f) ADJUSTED    1 2
 CK2278
 CK2278.Superseded values are not recommended for survey control.
 CK2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2278.See file dsdata.txt to determine how the superseded data were derived.
 CK2278
 CK2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR076648(NAD 83)
 CK2278_MARKER: DJ = TIDAL STATION DISK
 CK2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2278_SP_SET: CONCRETE POST
 CK2278_STAMPING: 9134 G 1981
 CK2278_MARK LOGO: NOS   
 CK2278_PROJECTION: FLUSH
 CK2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2278+STABILITY: SURFACE MOTION
 CK2278
 CK2278  HISTORY     - Date     Condition        Report By
 CK2278  HISTORY     - 1981     MONUMENTED       NOS
 CK2278  HISTORY     - 1982     GOOD             SCGS
 CK2278  HISTORY     - 1990     GOOD             USPSQD
 CK2278
 CK2278                          STATION DESCRIPTION
 CK2278
 CK2278'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1982
 CK2278'5.6 KM (3.6 MI) WSW FROM BLUFFTON.
 CK2278'5.0 KILOMETERS (3.15 MILES) WEST ALONG STATE HIGHWAY 46 FROM A
 CK2278'POINT IN BLUFFTON WHERE HIGHWAY 46 TURNS NORTH, THENCE 1.9 KILOMETERS
 CK2278'(1.2 MILES) SOUTH ALONG A PRIVATE ROAD WITH A WHITE WOODEN ENTANCE
 CK2278'GATE, THENCE 0.2 KILOMETER (0.1 MILE) WEST ALONG A PAVED PRIVATE ROAD
 CK2278'WITH SIGN (MCKENNA), THENCE 0.3 KILOMETER (0.2 MILE) WEST ALONG
 CK2278'A FIELD ROAD THAT RUNS ALONG THE NORTH SIDE OF AN OPEN FIELD TO A
 CK2278'NORTH SIDE OF THE HOUSE, 52.12 METERS (171.0 FEET) SOUTHEAST OF
 CK2278'BENCH MARK 9134 A 1979, 40.53 METERS (133.0 FEET) EAST NORTHEAST OF
 CK2278'THE RIVER BANK, 11.58 METERS (38.0 FEET) NORTH NORTHWEST OF THE
 CK2278'NORTH SIDE OF THE HOUSE, 9.38 METERS (30.8 FEET) SOUTHWEST OF A
 CK2278'SMALL WOODEN PUMP HOUSE, 6.3 METERS (20.7 FEET) NORTH OF A TRIPLE
 CK2278'TRUNK OAK TREE.
 CK2278'THE MARK IS ABOVE LEVEL WITH AREA GROUND.
 CK2278
 CK2278                          STATION RECOVERY (1990)
 CK2278
 CK2278'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2064 ***********************************************************************
 CK2064  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2064  DESIGNATION -  866 9167 A TIDAL
 CK2064  PID         -  CK2064
 CK2064  STATE/COUNTY-  SC/BEAUFORT
 CK2064  USGS QUAD   -  HILTON HEAD (1971)
 CK2064
 CK2064                         *CURRENT SURVEY CONTROL
 CK2064  ___________________________________________________________________
 CK2064* NAD 83(1986)-  32 13 15.     (N)    080 40 11.     (W)     SCALED    
 CK2064* NAVD 88     -         2.325  (meters)       7.63   (feet)  ADJUSTED  
 CK2064  ___________________________________________________________________
 CK2064  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2064  DYNAMIC HT  -           2.323 (meters)       7.62  (feet)  COMP
 CK2064  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 CK2064
 CK2064  VERT ORDER  -  FIRST     CLASS II
 CK2064
 CK2064.The horizontal coordinates were scaled from a topographic map and have
 CK2064.an estimated accuracy of +/- 6 seconds.
 CK2064
 CK2064.The orthometric height was determined by differential leveling
 CK2064.and adjusted by the National Geodetic Survey in June 1991..
 CK2064
 CK2064.This Tidal Bench Mark is designated as VM 4563
 CK2064.by the Center for Operational Oceanographic Products and Services.
 CK2064
 CK2064.The geoid height was determined by GEOID03.
 CK2064
 CK2064.The dynamic height is computed by dividing the NAVD 88
 CK2064.geopotential number by the normal gravity value computed on the
 CK2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2064.degrees latitude (g = 980.6199 gals.).
 CK2064
 CK2064.The modeled gravity was interpolated from observed gravity values.
 CK2064
 CK2064;                    North         East    Units  Estimated Accuracy
 CK2064;SPC SC       -    43,030.      640,740.      MT  (+/- 180 meters Scaled)
 CK2064
 CK2064                          SUPERSEDED SURVEY CONTROL
 CK2064
 CK2064  NGVD 29 (03/21/89)    2.607  (m)            8.55   (f) ADJUSTED    1 2
 CK2064
 CK2064.Superseded values are not recommended for survey control.
 CK2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2064.See file dsdata.txt to determine how the superseded data were derived.
 CK2064
 CK2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR311649(NAD 83)
 CK2064_MARKER: DJ = TIDAL STATION DISK
 CK2064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2064_SP_SET: STAINLESS STEEL ROD
 CK2064_STAMPING: 9167 A 1979
 CK2064_MARK LOGO: NOS   
 CK2064_PROJECTION: FLUSH
 CK2064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2064+STABILITY: POSITION/ELEVATION WELL
 CK2064_ROD/PIPE-DEPTH: 14.6 meters
 CK2064
 CK2064  HISTORY     - Date     Condition        Report By
 CK2064  HISTORY     - 1979     MONUMENTED       NOS
 CK2064  HISTORY     - 1981     GOOD             SCGS
 CK2064  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CK2064
 CK2064                          STATION DESCRIPTION
 CK2064
 CK2064'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2064'IN HILTON HEAD ISLAND.
 CK2064'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2064'POST OFFICE AT THE NORTH END OF HILTON HEAD, TO THE PORT ROYAL
 CK2064'PLANTATION ENTRANCE, THENCE 2.6 KILOMETERS (1.6 MILES) EASTERLY ALONG
 CK2064'COGGIN POINT DRIVE, THENCE 0.4 KILOMETER (0.25 MILE) SOUTHEAST
 CK2064'ALONG SOUTH PORT ROYAL DRIVE, SET ON THE LEFT IN A GRASSY AREA
 CK2064'JUST BEFORE A SHARP CURVE RIGHT AND IN LINE WITH A ROCK LOG REEF,
 CK2064'10.97 METERS (36.0 FEET) SOUTH OF A 12 INCH PALMETTO TREE, 5.8
 CK2064'METERS (19.0 FEET) NORTHEAST OF THE CENTER LINE OF SOUTH PORT
 CK2064'ROYAL DRIVE, 19.2 METERS (63.0 FEET) NORTHWEST OF A CLUSTER OF 4
 CK2064'8 INCH OAK TREES, 5.05 METERS (16.5 FEET) NORTH NORTHWEST OF A
 CK2064'BUSHY PINE TREE.
 CK2064'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2064
 CK2064                          STATION RECOVERY (1988)
 CK2064
 CK2064'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2063 ***********************************************************************
 CK2063  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2063  DESIGNATION -  866 9167 C TIDAL
 CK2063  PID         -  CK2063
 CK2063  STATE/COUNTY-  SC/BEAUFORT
 CK2063  USGS QUAD   -  HILTON HEAD (1971)
 CK2063
 CK2063                         *CURRENT SURVEY CONTROL
 CK2063  ___________________________________________________________________
 CK2063* NAD 83(1986)-  32 13 19.     (N)    080 40 13.     (W)     SCALED    
 CK2063* NAVD 88     -         2.015  (meters)       6.61   (feet)  ADJUSTED  
 CK2063  ___________________________________________________________________
 CK2063  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2063  DYNAMIC HT  -           2.013 (meters)       6.60  (feet)  COMP
 CK2063  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CK2063
 CK2063  VERT ORDER  -  FIRST     CLASS II
 CK2063
 CK2063.The horizontal coordinates were scaled from a topographic map and have
 CK2063.an estimated accuracy of +/- 6 seconds.
 CK2063
 CK2063.The orthometric height was determined by differential leveling
 CK2063.and adjusted by the National Geodetic Survey in June 1991..
 CK2063
 CK2063.This Tidal Bench Mark is designated as VM 4564
 CK2063.by the Center for Operational Oceanographic Products and Services.
 CK2063
 CK2063.The geoid height was determined by GEOID03.
 CK2063
 CK2063.The dynamic height is computed by dividing the NAVD 88
 CK2063.geopotential number by the normal gravity value computed on the
 CK2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2063.degrees latitude (g = 980.6199 gals.).
 CK2063
 CK2063.The modeled gravity was interpolated from observed gravity values.
 CK2063
 CK2063;                    North         East    Units  Estimated Accuracy
 CK2063;SPC SC       -    43,150.      640,690.      MT  (+/- 180 meters Scaled)
 CK2063
 CK2063                          SUPERSEDED SURVEY CONTROL
 CK2063
 CK2063  NGVD 29 (03/21/89)    2.296  (m)            7.53   (f) ADJUSTED    1 2
 CK2063
 CK2063.Superseded values are not recommended for survey control.
 CK2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2063.See file dsdata.txt to determine how the superseded data were derived.
 CK2063
 CK2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR310650(NAD 83)
 CK2063_MARKER: DJ = TIDAL STATION DISK
 CK2063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2063_SP_SET: STAINLESS STEEL ROD
 CK2063_STAMPING: 9167 C 1979
 CK2063_MARK LOGO: NOS   
 CK2063_PROJECTION: FLUSH
 CK2063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2063+STABILITY: POSITION/ELEVATION WELL
 CK2063_ROD/PIPE-DEPTH: 12.8 meters
 CK2063
 CK2063  HISTORY     - Date     Condition        Report By
 CK2063  HISTORY     - 1979     MONUMENTED       NOS
 CK2063  HISTORY     - 1981     GOOD             SCGS
 CK2063  HISTORY     - 1988     GOOD             USPSQD
 CK2063  HISTORY     - 19990128 MARK NOT FOUND   USPSQD
 CK2063
 CK2063                          STATION DESCRIPTION
 CK2063
 CK2063'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2063'IN HILTON HEAD ISLAND.
 CK2063'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2063'POST OFFICE ON THE NORTH END OF HILTON HEAD, TO THE ENTRANCE OF THE
 CK2063'PORT ROYAL PLANTATION, THENCE 2.6 KILOMETERS (1.6 MILES) EASTERLY
 CK2063'ALONG COGGINS POINT ROAD, THENCE 0.2 KILOMETER (0.15 MILE) SOUTHEAST
 CK2063'ALONG SOUTH PORT ROYAL DRIVE, SET ON THE SEA SIDE OF THE ROAD BY A
 CK2063'GREEN ELECTRICAL POWER BOX, 21.64 METERS (71.0 FEET) NORTHEAST
 CK2063'OF THE CENTER LINE OF SOUTH PORT ROYAL DRIVE, 17.68 METERS
 CK2063'(58.0 FEET) NORTHWEST OF A 24 INCH TRIPLE TRUNK OAK TREE, 9.4 METERS
 CK2063'(30.8 FEET) SOUTH SOUTHWEST OF THE SOUTH CORNER OF A BEACH HOUSE,
 CK2063'2.43 METERS (8.0 FEET) SOUTH SOUTHEAST OF A 4 FOOT WIDE BY 4 FOOT
 CK2063'HIGH ELECTRICAL BOX.
 CK2063'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK2063
 CK2063                          STATION RECOVERY (1988)
 CK2063
 CK2063'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2063'RECOVERED IN GOOD CONDITION.
 CK2063
 CK2063                          STATION RECOVERY (1999)
 CK2063
 CK2063'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2060 ***********************************************************************
 CK2060  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2060  DESIGNATION -  866 9167 E TIDAL
 CK2060  PID         -  CK2060
 CK2060  STATE/COUNTY-  SC/BEAUFORT
 CK2060  USGS QUAD   -  HILTON HEAD (1971)
 CK2060
 CK2060                         *CURRENT SURVEY CONTROL
 CK2060  ___________________________________________________________________
 CK2060* NAD 83(1986)-  32 13 21.     (N)    080 40 19.     (W)     SCALED    
 CK2060* NAVD 88     -         1.958  (meters)       6.42   (feet)  ADJUSTED  
 CK2060  ___________________________________________________________________
 CK2060  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 CK2060  DYNAMIC HT  -           1.956 (meters)       6.42  (feet)  COMP
 CK2060  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CK2060
 CK2060  VERT ORDER  -  FIRST     CLASS II
 CK2060
 CK2060.The horizontal coordinates were scaled from a topographic map and have
 CK2060.an estimated accuracy of +/- 6 seconds.
 CK2060
 CK2060.The orthometric height was determined by differential leveling
 CK2060.and adjusted by the National Geodetic Survey in June 1991..
 CK2060
 CK2060.This Tidal Bench Mark is designated as VM 4565
 CK2060.by the Center for Operational Oceanographic Products and Services.
 CK2060
 CK2060.The geoid height was determined by GEOID03.
 CK2060
 CK2060.The dynamic height is computed by dividing the NAVD 88
 CK2060.geopotential number by the normal gravity value computed on the
 CK2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2060.degrees latitude (g = 980.6199 gals.).
 CK2060
 CK2060.The modeled gravity was interpolated from observed gravity values.
 CK2060
 CK2060;                    North         East    Units  Estimated Accuracy
 CK2060;SPC SC       -    43,210.      640,530.      MT  (+/- 180 meters Scaled)
 CK2060
 CK2060                          SUPERSEDED SURVEY CONTROL
 CK2060
 CK2060  NGVD 29 (03/21/89)    2.240  (m)            7.35   (f) ADJUSTED    1 2
 CK2060
 CK2060.Superseded values are not recommended for survey control.
 CK2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2060.See file dsdata.txt to determine how the superseded data were derived.
 CK2060
 CK2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR309651(NAD 83)
 CK2060_MARKER: DJ = TIDAL STATION DISK
 CK2060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2060_SP_SET: STAINLESS STEEL ROD
 CK2060_STAMPING: 9167 E 1979
 CK2060_MARK LOGO: NOS   
 CK2060_PROJECTION: FLUSH
 CK2060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2060+STABILITY: POSITION/ELEVATION WELL
 CK2060_ROD/PIPE-DEPTH: 12.8 meters
 CK2060
 CK2060  HISTORY     - Date     Condition        Report By
 CK2060  HISTORY     - 1979     MONUMENTED       NOS
 CK2060  HISTORY     - 1981     GOOD             SCGS
 CK2060  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CK2060  HISTORY     - 19990128 MARK NOT FOUND   USPSQD
 CK2060
 CK2060                          STATION DESCRIPTION
 CK2060
 CK2060'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2060'IN HILTON HEAD ISLAND.
 CK2060'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2060'POST OFFICE ON THE NORTH END OF HILTON HEAD, TO THE ENTRANCE OF
 CK2060'THE PORT ROYAL PLANTATION, THENCE 2.6 KILOMETERS (1.6 MILES) EASTERLY
 CK2060'ALONG COGGINS POINT ROAD, THENCE 0.2 KILOMETER (0.1 MILE) SOUTHEAST
 CK2060'ALONG SOUTH PORT ROYAL DRIVE, SET IN THE WEST ANGLE OF THE
 CK2060'INTERSECTION OF A ROAD LEADING SOUTHWEST TO A GOLF DRIVING RANGE,
 CK2060'11.45 METERS (37.5 FEET) SOUTHWEST OF THE CENTER LINE OF SOUTH
 CK2060'PORT ROYAL DRIVE, 9.75 METERS (32.0 FEET) NORTHWEST OF THE CENTER
 CK2060'OF THE SOUTHWEST ROAD, 12.8 METERS (42.0 FEET) EAST OF THE EAST
 CK2060'EDGE OF A POND, 1.21 METERS (4.0 FEET) NORTH OF A CEMENT 6 INCH HIGH
 CK2060'PROPERTY CORNER.
 CK2060'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2060
 CK2060                          STATION RECOVERY (1988)
 CK2060
 CK2060'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2060'MARK NOT FOUND.
 CK2060
 CK2060                          STATION RECOVERY (1999)
 CK2060
 CK2060'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2062 ***********************************************************************
 CK2062  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2062  DESIGNATION -  866 9167 F TIDAL
 CK2062  PID         -  CK2062
 CK2062  STATE/COUNTY-  SC/BEAUFORT
 CK2062  USGS QUAD   -  HILTON HEAD (1971)
 CK2062
 CK2062                         *CURRENT SURVEY CONTROL
 CK2062  ___________________________________________________________________
 CK2062* NAD 83(1986)-  32 13 13.     (N)    080 40 14.     (W)     SCALED    
 CK2062* NAVD 88     -         1.877  (meters)       6.16   (feet)  ADJUSTED  
 CK2062  ___________________________________________________________________
 CK2062  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2062  DYNAMIC HT  -           1.875 (meters)       6.15  (feet)  COMP
 CK2062  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CK2062
 CK2062  VERT ORDER  -  FIRST     CLASS II
 CK2062
 CK2062.The horizontal coordinates were scaled from a topographic map and have
 CK2062.an estimated accuracy of +/- 6 seconds.
 CK2062
 CK2062.The orthometric height was determined by differential leveling
 CK2062.and adjusted by the National Geodetic Survey in June 1991..
 CK2062
 CK2062.This Tidal Bench Mark is designated as VM 4566
 CK2062.by the Center for Operational Oceanographic Products and Services.
 CK2062
 CK2062.The geoid height was determined by GEOID03.
 CK2062
 CK2062.The dynamic height is computed by dividing the NAVD 88
 CK2062.geopotential number by the normal gravity value computed on the
 CK2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2062.degrees latitude (g = 980.6199 gals.).
 CK2062
 CK2062.The modeled gravity was interpolated from observed gravity values.
 CK2062
 CK2062;                    North         East    Units  Estimated Accuracy
 CK2062;SPC SC       -    42,970.      640,660.      MT  (+/- 180 meters Scaled)
 CK2062
 CK2062                          SUPERSEDED SURVEY CONTROL
 CK2062
 CK2062  NGVD 29 (04/23/92)    2.159  (m)            7.08   (f) ADJUSTED    1 2
 CK2062
 CK2062.Superseded values are not recommended for survey control.
 CK2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2062.See file dsdata.txt to determine how the superseded data were derived.
 CK2062
 CK2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR310649(NAD 83)
 CK2062_MARKER: DJ = TIDAL STATION DISK
 CK2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2062_SP_SET: CONCRETE POST
 CK2062_STAMPING: 9167 F 1981
 CK2062_MARK LOGO: NOS   
 CK2062_PROJECTION: FLUSH
 CK2062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2062
 CK2062  HISTORY     - Date     Condition        Report By
 CK2062  HISTORY     - 1981     MONUMENTED       NOS
 CK2062  HISTORY     - 1981     GOOD             SCGS
 CK2062  HISTORY     - 1988     GOOD             USPSQD
 CK2062  HISTORY     - 19880301 GOOD             SCGS
 CK2062  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 CK2062
 CK2062                          STATION DESCRIPTION
 CK2062
 CK2062'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2062'IN HILTON HEAD ISLAND.
 CK2062'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2062'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2062'POST OFFICE ON THE NORTH END OF HILTON HEAD, TO THE ENTRANCE OF THE
 CK2062'PORT ROYAL PLANTATION, THENCE 2.6 KILOMETERS (1.6 MILES) EASTERLY
 CK2062'ALONG COGGINS POINT ROAD, THENCE 0.60 KILOMETER (0.40 MILE)
 CK2062'SOUTHEAST ALONG SOUTH PORT ROYAL DRIVE TO A SIDE ROAD LEFT, SET
 CK2062'BEHIND A 5 FOOT HIGH BY A 2 FOOT WIDE PRIVATE PROPERTY SIGN, IN THE
 CK2062'SOUTH ANGLE OF THE INTERSECTION, 41.8 METERS (137.0 FEET) SOUTHWEST
 CK2062'OF A FIRE HYDRANT, 17.8 METERS (58.5 FEET) SOUTH SOUTHEAST OF THE
 CK2062'CENTER OF SOUTH PORT ROYAL DRIVE, 6.7 METERS (22.0 FEET) WEST
 CK2062'SOUTHWEST OF THE CENTER OF THE SIDE ROAD, 0.5 METER (1.5 FEET)
 CK2062'SOUTH SOUTHEAST OF THE BACK OF THE SIGN.
 CK2062
 CK2062                          STATION RECOVERY (1988)
 CK2062
 CK2062'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2062'RECOVERED IN GOOD CONDITION.
 CK2062
 CK2062                          STATION RECOVERY (1988)
 CK2062
 CK2062'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2062'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2062'POST OFFICE ON THE NORTH END OF HILTON HEAD, TO THE ENTRANCE OF THE
 CK2062'PORT ROYAL PLANTATION, THENCE 2.6 KILOMETERS (1.6 MILES) EASTERLY
 CK2062'ALONG COGGINS POINT ROAD, THENCE 0.60 KILOMETER (0.40 MILE)
 CK2062'SOUTHEAST ALONG SOUTH PORT ROYAL DRIVE TO A SIDE ROAD LEFT, SET
 CK2062'BEHIND A 5 FOOT HIGH BY A 2 FOOT WIDE PRIVATE PROPERTY SIGN, IN THE
 CK2062'SOUTH ANGLE OF THE INTERSECTION, 41.8 METERS (137.0 FEET) SOUTHWEST
 CK2062'OF A FIRE HYDRANT, 17.8 METERS (58.5 FEET) SOUTH SOUTHEAST OF THE
 CK2062'CENTER OF SOUTH PORT ROYAL DRIVE, 6.7 METERS (22.0 FEET) WEST
 CK2062'SOUTHWEST OF THE CENTER OF THE SIDE ROAD, 0.5 METER (1.5 FEET)
 CK2062'SOUTH SOUTHEAST OF THE BACK OF THE SIGN.
 CK2062
 CK2062                          STATION RECOVERY (1999)
 CK2062
 CK2062'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK2062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2061 ***********************************************************************
 CK2061  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2061  DESIGNATION -  866 9167 G TIDAL
 CK2061  PID         -  CK2061
 CK2061  STATE/COUNTY-  SC/BEAUFORT
 CK2061  USGS QUAD   -  HILTON HEAD (1971)
 CK2061
 CK2061                         *CURRENT SURVEY CONTROL
 CK2061  ___________________________________________________________________
 CK2061* NAD 83(1986)-  32 13 13.     (N)    080 40 11.     (W)     SCALED    
 CK2061* NAVD 88     -         2.705  (meters)       8.87   (feet)  ADJUSTED  
 CK2061  ___________________________________________________________________
 CK2061  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CK2061  DYNAMIC HT  -           2.702 (meters)       8.86  (feet)  COMP
 CK2061  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CK2061
 CK2061  VERT ORDER  -  FIRST     CLASS II
 CK2061
 CK2061.The horizontal coordinates were scaled from a topographic map and have
 CK2061.an estimated accuracy of +/- 6 seconds.
 CK2061
 CK2061.The orthometric height was determined by differential leveling
 CK2061.and adjusted by the National Geodetic Survey in June 1991..
 CK2061
 CK2061.This Tidal Bench Mark is designated as VM 4567
 CK2061.by the Center for Operational Oceanographic Products and Services.
 CK2061
 CK2061.The geoid height was determined by GEOID03.
 CK2061
 CK2061.The dynamic height is computed by dividing the NAVD 88
 CK2061.geopotential number by the normal gravity value computed on the
 CK2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2061.degrees latitude (g = 980.6199 gals.).
 CK2061
 CK2061.The modeled gravity was interpolated from observed gravity values.
 CK2061
 CK2061;                    North         East    Units  Estimated Accuracy
 CK2061;SPC SC       -    42,970.      640,740.      MT  (+/- 180 meters Scaled)
 CK2061
 CK2061                          SUPERSEDED SURVEY CONTROL
 CK2061
 CK2061  NGVD 29 (03/21/89)    2.987  (m)            9.80   (f) ADJUSTED    1 2
 CK2061
 CK2061.Superseded values are not recommended for survey control.
 CK2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2061.See file dsdata.txt to determine how the superseded data were derived.
 CK2061
 CK2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR311649(NAD 83)
 CK2061_MARKER: DJ = TIDAL STATION DISK
 CK2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2061_SP_SET: CONCRETE POST
 CK2061_STAMPING: 9167 G 1981
 CK2061_MARK LOGO: NOS   
 CK2061_PROJECTION: FLUSH
 CK2061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2061
 CK2061  HISTORY     - Date     Condition        Report By
 CK2061  HISTORY     - 1981     MONUMENTED       NOS
 CK2061  HISTORY     - 1981     GOOD             SCGS
 CK2061  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CK2061
 CK2061                          STATION DESCRIPTION
 CK2061
 CK2061'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2061'IN HILTON HEAD ISLAND.
 CK2061'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2061'POST OFFICE ON THE NORTH END OF HILTON HEAD, TO THE ENTRANCE OF
 CK2061'THE PORT ROYAL PLANTATION, THENCE 2.6 KILOMETERS (1.6 MILES) EASTERLY
 CK2061'ALONG COGGINS POINT ROAD, THENCE 0.50 KILOMETER (0.3 MILE) SOUTHERLY
 CK2061'ALONG SOUTH PORT ROYAL DRIVE, TO A SHARP RIGHT TURN, FROM THIS
 CK2061'POINT WALK ABOUT 100 YARDS SOUTH, SET AT THE NORTHWEST CORNER OF A
 CK2061'SCREENED PAVILION, 73.2 METERS (240 FEET) EAST SOUTHEAST OF A FIRE
 CK2061'HYDRANT, 12.5 METERS (41.0 FEET) SOUTH OF A DOUBLE 12 INCH OAK TREE
 CK2061'LEANING WEST, 0.7 METER (2.3 FEET) NORTH OF THE NORTHWEST CORNER OF
 CK2061'A PORCH ON THE PAVILION, 4.3 METERS (14.0 FEET) SOUTH SOUTHWEST
 CK2061'OF THE NORTH NORTHWEST CORNER OF THE PAVILION.
 CK2061'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK2061
 CK2061                          STATION RECOVERY (1988)
 CK2061
 CK2061'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0742 ***********************************************************************
 CK0742  DESIGNATION -  866 9197 TIDAL 1
 CK0742  PID         -  CK0742
 CK0742  STATE/COUNTY-  SC/BEAUFORT
 CK0742  USGS QUAD   -  BLUFFTON (1972)
 CK0742
 CK0742                         *CURRENT SURVEY CONTROL
 CK0742  ___________________________________________________________________
 CK0742* NAD 83(1986)-  32 13 01.     (N)    080 46 59.     (W)     SCALED    
 CK0742* NAVD 88     -         4.259  (meters)      13.97   (feet)  ADJUSTED  
 CK0742  ___________________________________________________________________
 CK0742  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK0742  DYNAMIC HT  -           4.254 (meters)      13.96  (feet)  COMP
 CK0742  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 CK0742
 CK0742  VERT ORDER  -  FIRST     CLASS II
 CK0742
 CK0742.The horizontal coordinates were scaled from a topographic map and have
 CK0742.an estimated accuracy of +/- 6 seconds.
 CK0742
 CK0742.The orthometric height was determined by differential leveling
 CK0742.and adjusted by the National Geodetic Survey in June 1991..
 CK0742
 CK0742.The geoid height was determined by GEOID03.
 CK0742
 CK0742.The dynamic height is computed by dividing the NAVD 88
 CK0742.geopotential number by the normal gravity value computed on the
 CK0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0742.degrees latitude (g = 980.6199 gals.).
 CK0742
 CK0742.The modeled gravity was interpolated from observed gravity values.
 CK0742
 CK0742;                    North         East    Units  Estimated Accuracy
 CK0742;SPC SC       -    42,570.      630,050.      MT  (+/- 180 meters Scaled)
 CK0742
 CK0742                          SUPERSEDED SURVEY CONTROL
 CK0742
 CK0742  NGVD 29 (03/21/89)    4.540  (m)           14.89   (f) ADJUSTED    1 2
 CK0742
 CK0742.Superseded values are not recommended for survey control.
 CK0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0742.See file dsdata.txt to determine how the superseded data were derived.
 CK0742
 CK0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR204645(NAD 83)
 CK0742_MARKER: DJ = TIDAL STATION DISK
 CK0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0742_STAMPING: NO 1
 CK0742_MARK LOGO: CGS   
 CK0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0742+STABILITY: SURFACE MOTION
 CK0742
 CK0742  HISTORY     - Date     Condition        Report By
 CK0742  HISTORY     - UNK      MONUMENTED       CGS
 CK0742  HISTORY     - 1962     GOOD             NGS
 CK0742  HISTORY     - 1981     GOOD             SCGS
 CK0742  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CK0742  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 CK0742
 CK0742                          STATION DESCRIPTION
 CK0742
 CK0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0742'1.8 MI W FROM HILTON HEAD.
 CK0742'1.15 MILE WEST ON STATE HIGHWAY 46 FROM THE POST OFFICE IN
 CK0742'HILTON HEAD, THENCE 0.65 MILE WEST ALONG A WOODS TRAIL ON
 CK0742'JENKINS ISLAND.  312 FEET SOUTHEAST OF TRIANGULATION STATION
 CK0742'JEN (1931), 68 FEET SOUTH OF THE CENTER OF A TRAIL LEADING TO
 CK0742'THE WATER AND 19 FEET WEST AND NORTH OF A BLAZED SQUARE ON A LONE
 CK0742'PALM TREE.  SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 CK0742'ABOVE THE GROUND.  NOTE-- THERE IS NO DATE STAMPED ON THIS MARK.
 CK0742
 CK0742                          STATION RECOVERY (1981)
 CK0742
 CK0742'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK0742'RECOVERED IN GOOD CONDITION.
 CK0742
 CK0742                          STATION RECOVERY (1988)
 CK0742
 CK0742'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK0742'MARK NOT FOUND.
 CK0742
 CK0742                          STATION RECOVERY (2004)
 CK0742
 CK0742'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2032 ***********************************************************************
 CK2032  DESIGNATION -  866 9197 TIDAL 6
 CK2032  PID         -  CK2032
 CK2032  STATE/COUNTY-  SC/BEAUFORT
 CK2032  USGS QUAD   -  BLUFFTON (1972)
 CK2032
 CK2032                         *CURRENT SURVEY CONTROL
 CK2032  ___________________________________________________________________
 CK2032* NAD 83(2001)-  32 13 01.24395(N)    080 46 59.37493(W)     ADJUSTED  
 CK2032* NAVD 88     -         4.208  (meters)      13.81   (feet)  ADJUSTED  
 CK2032  ___________________________________________________________________
 CK2032  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CK2032  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 CK2032  DYNAMIC HT  -           4.204 (meters)      13.79  (feet)  COMP
 CK2032  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 CK2032
 CK2032  HORZ ORDER  -  THIRD
 CK2032  VERT ORDER  -  FIRST     CLASS II
 CK2032
 CK2032.The horizontal coordinates were established by classical geodetic methods
 CK2032.and adjusted by the National Geodetic Survey in March 2004..
 CK2032.No horizontal observational check was made to the station.
 CK2032
 CK2032.The orthometric height was determined by differential leveling
 CK2032.and adjusted by the National Geodetic Survey in June 1991..
 CK2032
 CK2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2032
 CK2032.The geoid height was determined by GEOID03.
 CK2032
 CK2032.The dynamic height is computed by dividing the NAVD 88
 CK2032.geopotential number by the normal gravity value computed on the
 CK2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2032.degrees latitude (g = 980.6199 gals.).
 CK2032
 CK2032.The modeled gravity was interpolated from observed gravity values.
 CK2032
 CK2032;                    North         East     Units Scale Factor Converg.
 CK2032;SPC SC       -    42,575.169   630,043.781   MT  1.00011164   +0 07 12.8
 CK2032;SPC SC       -   139,682.31  2,067,072.77   iFT  1.00011164   +0 07 12.8
 CK2032;UTM  17      - 3,564,510.885   520,433.358   MT  0.99960515   +0 06 56.2
 CK2032
 CK2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2032!SPC SC       -   1.00000431  x   1.00011164  =   1.00011595
 CK2032!UTM  17      -   1.00000431  x   0.99960515  =   0.99960946
 CK2032
 CK2032                          SUPERSEDED SURVEY CONTROL
 CK2032
 CK2032  NAD 83(1986)-  32 13 01.25970(N)    080 46 59.38964(W) AD(       ) 3
 CK2032  NGVD 29 (03/21/89)    4.490  (m)           14.73   (f) ADJUSTED    1 2
 CK2032
 CK2032.Superseded values are not recommended for survey control.
 CK2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2032.See file dsdata.txt to determine how the superseded data were derived.
 CK2032
 CK2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2043364511(NAD 83)
 CK2032_MARKER: DJ = TIDAL STATION DISK
 CK2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2032_SP_SET: CONCRETE POST
 CK2032_STAMPING: NO 6 1973
 CK2032_MARK LOGO: NOS   
 CK2032_PROJECTION: PROJECTING 3 CENTIMETERS
 CK2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK2032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2032
 CK2032  HISTORY     - Date     Condition        Report By
 CK2032  HISTORY     - 1973     MONUMENTED       NOS
 CK2032  HISTORY     - 1981     GOOD             SCGS
 CK2032  HISTORY     - 19830617 GOOD             NGS
 CK2032  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CK2032  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 CK2032
 CK2032                          STATION DESCRIPTION
 CK2032
 CK2032'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2032'IN JENKINS ISLAND.
 CK2032'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2032'2.1 KILOMETERS (1.3 MILES) WEST ALONG U.S. HIGHWAY 278 FROM THE
 CK2032'POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, THENCE 1.1
 CK2032'KILOMETERS (0.7 MILE) WESTERLY ALONG A WOODS ROAD TO FERRY POINT
 CK2032'ON JENKINS ISLAND, THE DESCRIBED WILL BE DEVELOPED IN THE FUTURE
 CK2032'SO THE TO REACH MAY NOT BE THE SAME, SEA PINES CORPORATION IS GOING
 CK2032'TO BE DOING THE DEVELOPMENT, THEY SAID THEY WOULD CONTACT NGS OR
 CK2032'SCGS IF THE MARK HAD TO BE MOVED, 3.3 METERS (11.0 FEET) SOUTH
 CK2032'SOUTHWEST OF THE CENTER OF A DIM ROAD, 6.7 METERS (22.0 FEET) EAST
 CK2032'OF A 6 FOOT HIGH BLUFF, 15.4 METERS (50.5 FEET) SOUTHEAST OF A
 CK2032'TWIN TRUNK CEDAR TREE, 12.4 METERS (40.6 FEET) SOUTH SOUTHWEST OF
 CK2032'A TRIANGLE BLAZED 24 INCH PALM TREE, 14.5 METERS (47.5 FEET) SOUTH
 CK2032'SOUTHEAST OF JEN RM 1.
 CK2032'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CK2032
 CK2032                          STATION RECOVERY (1983)
 CK2032
 CK2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CK2032'STATION IS LOCATED ON HILTON HEAD ISLAND, 0.5 MILE (0.8 KM) SOUTH
 CK2032'SOUTHEAST OF THE BRIDGE OVER SKULL CREEK, IN THE WINDMILL HARBOUR
 CK2032'PLANTATION AND DEVELOPMENT, 1.5 MILES (2.4 KM) NORTH OF THE HILTON
 CK2032'HEAD POST OFFICE. OWNERSHIP--SEA PINES COMPANY AND JENKINS ISLAND
 CK2032'REALTY CORPORATION, P.O. BOX 5213, HILTON HEAD ISLAND, SC 29938.
 CK2032'TO REACH THE STATION FROM THE HILTON HEAD POST OFFICE, GO NORTH ON
 CK2032'U.S. HIGHWAY 278 FOR 1.45 MILES (2.33 KM) TO THE ENTRANCE TO WINDMILL
 CK2032'HARBOUR PLANTATION, TURN LEFT THROUGH A GUARD GATE ON A PAVED ROAD
 CK2032'FOR 0.8 MILE (1.3 KM) TO THE PROPOSED SWIMMING POOL AND BOAT MARINA
 CK2032'AND THE STATION NEAR OF A PALMETTO TREE.
 CK2032'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 20.3 FEET (6.2 M)
 CK2032'NORTHEAST OF THE NORTH CORNER POST OF A FISHING PIER, 40.4 FEET
 CK2032'(12.3 M) SOUTH OF THE PALMETTO TREE WITH BLAZE, 36.6 FEET (11.2 M)
 CK2032'SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF A CONDOMINIUM, 52.72 FEET
 CK2032'(16.07 M) EAST OF TRIANGULATION STATION JEN.
 CK2032'RECOVERED BY H.D. MCKINNEY.
 CK2032
 CK2032                          STATION RECOVERY (1988)
 CK2032
 CK2032'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2032'MARK NOT FOUND.
 CK2032
 CK2032                          STATION RECOVERY (2004)
 CK2032
 CK2032'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1960 ***********************************************************************
 CK1960  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1960  DESIGNATION -  866 9277 A TIDAL
 CK1960  PID         -  CK1960
 CK1960  STATE/COUNTY-  SC/JASPER
 CK1960  USGS QUAD   -  LIMEHOUSE (1980)
 CK1960
 CK1960                         *CURRENT SURVEY CONTROL
 CK1960  ___________________________________________________________________
 CK1960* NAD 83(1986)-  32 11 43.     (N)    081 00 01.     (W)     SCALED    
 CK1960* NAVD 88     -         3.661  (meters)      12.01   (feet)  ADJUSTED  
 CK1960  ___________________________________________________________________
 CK1960  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 CK1960  DYNAMIC HT  -           3.657 (meters)      12.00  (feet)  COMP
 CK1960  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 CK1960
 CK1960  VERT ORDER  -  FIRST     CLASS II
 CK1960
 CK1960.The horizontal coordinates were scaled from a topographic map and have
 CK1960.an estimated accuracy of +/- 6 seconds.
 CK1960
 CK1960.The orthometric height was determined by differential leveling
 CK1960.and adjusted by the National Geodetic Survey in June 1991..
 CK1960
 CK1960.This Tidal Bench Mark is designated as VM 4573
 CK1960.by the Center for Operational Oceanographic Products and Services.
 CK1960
 CK1960.The geoid height was determined by GEOID03.
 CK1960
 CK1960.The dynamic height is computed by dividing the NAVD 88
 CK1960.geopotential number by the normal gravity value computed on the
 CK1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1960.degrees latitude (g = 980.6199 gals.).
 CK1960
 CK1960.The modeled gravity was interpolated from observed gravity values.
 CK1960
 CK1960;                    North         East    Units  Estimated Accuracy
 CK1960;SPC SC       -    40,140.      609,570.      MT  (+/- 180 meters Scaled)
 CK1960
 CK1960                          SUPERSEDED SURVEY CONTROL
 CK1960
 CK1960  NGVD 29 (03/21/89)    3.940  (m)           12.93   (f) ADJUSTED    1 2
 CK1960
 CK1960.Superseded values are not recommended for survey control.
 CK1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1960.See file dsdata.txt to determine how the superseded data were derived.
 CK1960
 CK1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR999620(NAD 83)
 CK1960_MARKER: DJ = TIDAL STATION DISK
 CK1960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1960_SP_SET: STAINLESS STEEL ROD
 CK1960_STAMPING: 9277 A 1980
 CK1960_MARK LOGO: NOS   
 CK1960_PROJECTION: FLUSH
 CK1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1960_ROD/PIPE-DEPTH: 4.2  meters
 CK1960
 CK1960  HISTORY     - Date     Condition        Report By
 CK1960  HISTORY     - 1980     MONUMENTED       NOS
 CK1960  HISTORY     - 1981     GOOD             SCGS
 CK1960
 CK1960                          STATION DESCRIPTION
 CK1960
 CK1960'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1960'12.1 KM (7.5 MI) SE FROM HARDEEVILLE.
 CK1960'8.0 KILOMETERS (5.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 46, FROM
 CK1960'THE JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, THENCE 0.25
 CK1960'KILOMETERS (0.15 MILE) LEFT AND SOUTHWEST ALONG STATE HIGHWAY 170,
 CK1960'THENCE 3.7 KILOMETERS (2.3 MILES) LEFT AND SOUTHWEST ALONG STATE
 CK1960'HIGHWAY ALTERNATE 170, THENCE 2.9 KILOMETERS (1.8 MILES) EAST ALONG
 CK1960'COUNTY ROAD S-27-89 TO A DIM WOODS ROAD RIGHT WITH A GATE, 0.2
 CK1960'KILOMETER (0.15 MILE) BEFORE REACHING A CEMETARY AT A FORK IN THE
 CK1960'ROAD, SET JUST EAST NORTHEAST OF A FENCE CORNER POST SUPPORTING
 CK1960'THE GATE TO THE WOODS ROAD, 15.4 METERS (50.5 FEET) SOUTH SOUTHWEST
 CK1960'OF THE CENTER OF THE MAIN ROAD, 7.6 METERS (25.0 FEET) SOUTHEAST
 CK1960'OF AN 18 INCH PINE TREE WITH A METAL WITNESS SIGN ATTACHED, 1.8
 CK1960'METERS (6.0 FEET) EAST NORTHEAST OF A FENCE CORNER POST, 3.3 METERS
 CK1960'(11.0 FEET) EAST OF THE CENTER OF THE WOODS ROAD GATE.
 CK1960'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1957 ***********************************************************************
 CK1957  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1957  DESIGNATION -  866 9277 C TIDAL
 CK1957  PID         -  CK1957
 CK1957  STATE/COUNTY-  SC/JASPER
 CK1957  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1957
 CK1957                         *CURRENT SURVEY CONTROL
 CK1957  ___________________________________________________________________
 CK1957* NAD 83(1986)-  32 11 41.     (N)    080 59 58.     (W)     SCALED    
 CK1957* NAVD 88     -         1.085  (meters)       3.56   (feet)  ADJUSTED  
 CK1957  ___________________________________________________________________
 CK1957  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 CK1957  DYNAMIC HT  -           1.083 (meters)       3.55  (feet)  COMP
 CK1957  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CK1957
 CK1957  VERT ORDER  -  FIRST     CLASS II
 CK1957
 CK1957.The horizontal coordinates were scaled from a topographic map and have
 CK1957.an estimated accuracy of +/- 6 seconds.
 CK1957
 CK1957.The orthometric height was determined by differential leveling
 CK1957.and adjusted by the National Geodetic Survey in June 1991..
 CK1957
 CK1957.This Tidal Bench Mark is designated as VM 4574
 CK1957.by the Center for Operational Oceanographic Products and Services.
 CK1957
 CK1957.The geoid height was determined by GEOID03.
 CK1957
 CK1957.The dynamic height is computed by dividing the NAVD 88
 CK1957.geopotential number by the normal gravity value computed on the
 CK1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1957.degrees latitude (g = 980.6199 gals.).
 CK1957
 CK1957.The modeled gravity was interpolated from observed gravity values.
 CK1957
 CK1957;                    North         East    Units  Estimated Accuracy
 CK1957;SPC SC       -    40,080.      609,650.      MT  (+/- 180 meters Scaled)
 CK1957
 CK1957                          SUPERSEDED SURVEY CONTROL
 CK1957
 CK1957  NGVD 29 (03/21/89)    1.363  (m)            4.47   (f) ADJUSTED    1 2
 CK1957
 CK1957.Superseded values are not recommended for survey control.
 CK1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1957.See file dsdata.txt to determine how the superseded data were derived.
 CK1957
 CK1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR000620(NAD 83)
 CK1957_MARKER: DJ = TIDAL STATION DISK
 CK1957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1957_SP_SET: STAINLESS STEEL ROD
 CK1957_STAMPING: 9277 C 1981
 CK1957_MARK LOGO: NOS   
 CK1957_PROJECTION: FLUSH
 CK1957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1957+STABILITY: POSITION/ELEVATION WELL
 CK1957_ROD/PIPE-DEPTH: 8.5  meters
 CK1957
 CK1957  HISTORY     - Date     Condition        Report By
 CK1957  HISTORY     - 1981     MONUMENTED       NOS
 CK1957  HISTORY     - 1981     GOOD             SCGS
 CK1957
 CK1957                          STATION DESCRIPTION
 CK1957
 CK1957'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1957'12.1 KM (7.5 MI) SE FROM HARDEEVILLE.
 CK1957'8.0 KILOMETERS (5.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 46, FROM
 CK1957'THE JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, THENCE 0.25 KILOMETER
 CK1957'(0.15 MILE) LEFT AND SOUTHWEST ALONG STATE HIGHWAY 170, THENCE 3.7
 CK1957'KILOMETERS (2.3 MILES) LEFT AND SOUTHWEST ALONG STATE HIGHWAY
 CK1957'ALTERNATE 170, THENCE 3.1 KILOMETERS (1.95 MILES) EAST ALONG COUNTY
 CK1957'ROAD S-27-89 TO THE END OF THE ROAD AND A BOAT RAMP, SET 18.1 METERS
 CK1957'(59.5 FEET) SOUTH SOUTHEAST OF THE CENTER OF THE BOAT RAMP, 8.2
 CK1957'METERS (27.0 FEET) EAST OF THE CENTER OF THE ROAD, 3.8 METERS
 CK1957'(12.5 FEET) SOUTH OF A 25 INCH LONE OAK TREE WITH A METAL WITNESS
 CK1957'SIGN ATTACHED.
 CK1957'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1956 ***********************************************************************
 CK1956  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1956  DESIGNATION -  866 9277 F TIDAL
 CK1956  PID         -  CK1956
 CK1956  STATE/COUNTY-  SC/JASPER
 CK1956  USGS QUAD   -  LIMEHOUSE (1980)
 CK1956
 CK1956                         *CURRENT SURVEY CONTROL
 CK1956  ___________________________________________________________________
 CK1956* NAD 83(1986)-  32 11 45.     (N)    081 00 05.     (W)     SCALED    
 CK1956* NAVD 88     -         4.191  (meters)      13.75   (feet)  ADJUSTED  
 CK1956  ___________________________________________________________________
 CK1956  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 CK1956  DYNAMIC HT  -           4.186 (meters)      13.73  (feet)  COMP
 CK1956  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 CK1956
 CK1956  VERT ORDER  -  FIRST     CLASS II
 CK1956
 CK1956.The horizontal coordinates were scaled from a topographic map and have
 CK1956.an estimated accuracy of +/- 6 seconds.
 CK1956
 CK1956.The orthometric height was determined by differential leveling
 CK1956.and adjusted by the National Geodetic Survey in June 1991..
 CK1956
 CK1956.This Tidal Bench Mark is designated as VM 4575
 CK1956.by the Center for Operational Oceanographic Products and Services.
 CK1956
 CK1956.The geoid height was determined by GEOID03.
 CK1956
 CK1956.The dynamic height is computed by dividing the NAVD 88
 CK1956.geopotential number by the normal gravity value computed on the
 CK1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1956.degrees latitude (g = 980.6199 gals.).
 CK1956
 CK1956.The modeled gravity was interpolated from observed gravity values.
 CK1956
 CK1956;                    North         East    Units  Estimated Accuracy
 CK1956;SPC SC       -    40,210.      609,470.      MT  (+/- 180 meters Scaled)
 CK1956
 CK1956                          SUPERSEDED SURVEY CONTROL
 CK1956
 CK1956  NGVD 29 (03/21/89)    4.470  (m)           14.67   (f) ADJUSTED    1 2
 CK1956
 CK1956.Superseded values are not recommended for survey control.
 CK1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1956.See file dsdata.txt to determine how the superseded data were derived.
 CK1956
 CK1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR998621(NAD 83)
 CK1956_MARKER: DJ = TIDAL STATION DISK
 CK1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1956_SP_SET: CONCRETE POST
 CK1956_STAMPING: 9277 F 1981
 CK1956_MARK LOGO: NOS   
 CK1956_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1956
 CK1956  HISTORY     - Date     Condition        Report By
 CK1956  HISTORY     - 1981     MONUMENTED       NOS
 CK1956  HISTORY     - 1981     GOOD             SCGS
 CK1956
 CK1956                          STATION DESCRIPTION
 CK1956
 CK1956'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1956'12.1 KM (7.5 MI) SE FROM HARDEEVILLE.
 CK1956'8.0 KILOMETERS (5.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 46 FROM
 CK1956'THE JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, THENCE 0.25 KILOMETERS
 CK1956'(0.15 MILES) LEFT AND SOUTHWEST ALONG STATE HIGHWAY 170, THENCE
 CK1956'3.7 KILOMETERS (2.3 MILES) LEFT AND SOUTHWEST ALONG STATE HIGHWAY
 CK1956'ALTERNATE 170, THENCE 2.7 KILOMETERS (1.7 MILES) EAST ALONG COUNTY
 CK1956'ROAD S-27-89, SET ON THE SOUTH SIDE OF THE ROAD 0.1 KILOMETERS
 CK1956'(0.05 MILES) BEFORE REACHING A CURVE RIGHT AND A LARGE OAK TREE
 CK1956'ON THE LEFT, 55.7 METERS (183.O FEET) WEST SOUTHWEST OF 9277 G,
 CK1956'8.8 METERS (29.0 FEET) SOUTH OF THE CENTERLINE OF THE ROAD, 3.7
 CK1956'METERS (12.1 FEET) NORTH OF A WIRE FENCE.
 CK1956'THE MARK IS 2.2 METERS  WNW FROM A WITNESS POST.
 CK1956'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1959 ***********************************************************************
 CK1959  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1959  DESIGNATION -  866 9277 G TIDAL
 CK1959  PID         -  CK1959
 CK1959  STATE/COUNTY-  SC/JASPER
 CK1959  USGS QUAD   -  LIMEHOUSE (1980)
 CK1959
 CK1959                         *CURRENT SURVEY CONTROL
 CK1959  ___________________________________________________________________
 CK1959* NAD 83(1986)-  32 11 45.     (N)    081 00 03.     (W)     SCALED    
 CK1959* NAVD 88     -         4.267  (meters)      14.00   (feet)  ADJUSTED  
 CK1959  ___________________________________________________________________
 CK1959  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 CK1959  DYNAMIC HT  -           4.262 (meters)      13.98  (feet)  COMP
 CK1959  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 CK1959
 CK1959  VERT ORDER  -  FIRST     CLASS II
 CK1959
 CK1959.The horizontal coordinates were scaled from a topographic map and have
 CK1959.an estimated accuracy of +/- 6 seconds.
 CK1959
 CK1959.The orthometric height was determined by differential leveling
 CK1959.and adjusted by the National Geodetic Survey in June 1991..
 CK1959
 CK1959.This Tidal Bench Mark is designated as VM 4576
 CK1959.by the Center for Operational Oceanographic Products and Services.
 CK1959
 CK1959.The geoid height was determined by GEOID03.
 CK1959
 CK1959.The dynamic height is computed by dividing the NAVD 88
 CK1959.geopotential number by the normal gravity value computed on the
 CK1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1959.degrees latitude (g = 980.6199 gals.).
 CK1959
 CK1959.The modeled gravity was interpolated from observed gravity values.
 CK1959
 CK1959;                    North         East    Units  Estimated Accuracy
 CK1959;SPC SC       -    40,210.      609,520.      MT  (+/- 180 meters Scaled)
 CK1959
 CK1959                          SUPERSEDED SURVEY CONTROL
 CK1959
 CK1959  NGVD 29 (03/21/89)    4.546  (m)           14.91   (f) ADJUSTED    1 2
 CK1959
 CK1959.Superseded values are not recommended for survey control.
 CK1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1959.See file dsdata.txt to determine how the superseded data were derived.
 CK1959
 CK1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR999621(NAD 83)
 CK1959_MARKER: DJ = TIDAL STATION DISK
 CK1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1959_SP_SET: CONCRETE POST
 CK1959_STAMPING: 9277 G 1981
 CK1959_MARK LOGO: NOS   
 CK1959_PROJECTION: PROJECTING 15 CENTIMETERS
 CK1959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1959
 CK1959  HISTORY     - Date     Condition        Report By
 CK1959  HISTORY     - 1981     MONUMENTED       NOS
 CK1959  HISTORY     - 1981     GOOD             SCGS
 CK1959
 CK1959                          STATION DESCRIPTION
 CK1959
 CK1959'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1959'12.1 KM (7.5 MI) SE FROM HARDEEVILLE.
 CK1959'8.0 KILOMETERS (5.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 46, FROM
 CK1959'THE JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, THENCE 0.25
 CK1959'KILOMETER (0.15 MILE) LEFT AND SOUTHWEST ALONG STATE HIGHWAY 170,
 CK1959'THENCE 3.7 KILOMETERS (2.3 MILES) LEFT AND SOUTHWEST ALONG STATE
 CK1959'HIGHWAY ALTERNATE 170, THENCE 2.8 KILOMETERS (1.75 MILES) EAST ALONG
 CK1959'COUNTY ROAD S-27-89, TO A CURVE RIGHT AND A LARGE OAK TREE ON THE
 CK1959'LEFT, SET 17.7 METERS (58.2 FEET) WEST OF A 70 INCH OAK TREE,
 CK1959'7.8 METERS (25.8 FEET) NORTH OF THE CENTER OF THE ROAD, 6.5 METERS
 CK1959'(21.4 FEET) SOUTHWEST OF A 30 INCH PINE TREE, 0.6 METER (2.2 FEET)
 CK1959'SOUTH OF A WOODEN FENCE POST TO A WIRE FENCE, 55.7 METERS (183 FEET)
 CK1959'EAST NORTHEAST OF 9277 F.
 CK1959'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1958 ***********************************************************************
 CK1958  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1958  DESIGNATION -  866 9277 H TIDAL
 CK1958  PID         -  CK1958
 CK1958  STATE/COUNTY-  SC/JASPER
 CK1958  USGS QUAD   -  LIMEHOUSE (1980)
 CK1958
 CK1958                         *CURRENT SURVEY CONTROL
 CK1958  ___________________________________________________________________
 CK1958* NAD 83(1986)-  32 11 41.     (N)    080 59 59.     (W)     SCALED    
 CK1958* NAVD 88     -         3.796  (meters)      12.45   (feet)  ADJUSTED  
 CK1958  ___________________________________________________________________
 CK1958  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 CK1958  DYNAMIC HT  -           3.792 (meters)      12.44  (feet)  COMP
 CK1958  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 CK1958
 CK1958  VERT ORDER  -  FIRST     CLASS II
 CK1958
 CK1958.The horizontal coordinates were scaled from a topographic map and have
 CK1958.an estimated accuracy of +/- 6 seconds.
 CK1958
 CK1958.The orthometric height was determined by differential leveling
 CK1958.and adjusted by the National Geodetic Survey in June 1991..
 CK1958
 CK1958.This Tidal Bench Mark is designated as VM 4577
 CK1958.by the Center for Operational Oceanographic Products and Services.
 CK1958
 CK1958.The geoid height was determined by GEOID03.
 CK1958
 CK1958.The dynamic height is computed by dividing the NAVD 88
 CK1958.geopotential number by the normal gravity value computed on the
 CK1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1958.degrees latitude (g = 980.6199 gals.).
 CK1958
 CK1958.The modeled gravity was interpolated from observed gravity values.
 CK1958
 CK1958;                    North         East    Units  Estimated Accuracy
 CK1958;SPC SC       -    40,080.      609,630.      MT  (+/- 180 meters Scaled)
 CK1958
 CK1958                          SUPERSEDED SURVEY CONTROL
 CK1958
 CK1958  NGVD 29 (03/21/89)    4.075  (m)           13.37   (f) ADJUSTED    1 2
 CK1958
 CK1958.Superseded values are not recommended for survey control.
 CK1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1958.See file dsdata.txt to determine how the superseded data were derived.
 CK1958
 CK1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR000620(NAD 83)
 CK1958_MARKER: DJ = TIDAL STATION DISK
 CK1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1958_SP_SET: CONCRETE POST
 CK1958_STAMPING: 9277 H 1981
 CK1958_MARK LOGO: NOS   
 CK1958_PROJECTION: PROJECTING 15 CENTIMETERS
 CK1958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1958
 CK1958  HISTORY     - Date     Condition        Report By
 CK1958  HISTORY     - 1981     MONUMENTED       NOS
 CK1958  HISTORY     - 1981     GOOD             SCGS
 CK1958
 CK1958                          STATION DESCRIPTION
 CK1958
 CK1958'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1958'12.1 KM (7.5 MI) SE FROM HARDEEVILLE.
 CK1958'8.0 KILOMETERS (5.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 46, FROM
 CK1958'THE JUNCTION OF U.S. HIGHWAY 17 IN HARDEEVILLE, THENCE 0.25 KILOMETER
 CK1958'(0.15 MILE) LEFT AND SOUTHWEST ALONG STATE HIGHWAY 170, THENCE
 CK1958'3.7 KILOMETERS (2.3 MILES) LEFT AND SOUTHWEST ALONG STATE HIGHWAY
 CK1958'ALTERNATE 170, THENCE 2.9 KILOMETERS (1.85 MILES) EAST ALONG COUNTY
 CK1958'ROAD S-27-89 TO A FORK WITH BOTH ROADS LEADING AROUND A CEMETARY,
 CK1958'SET ALONG A WIRE FENCE IN THE V OF A FORK, 17.9 METERS (59.0 FEET)
 CK1958'NORTH OF THE ISIDORE JOHNSON HEADSTONE, 12.0 METERS (39.9 FEET) EAST
 CK1958'OF THE CENTER OF THE RIGHT FORK ROAD, 7.6 METERS (25.0 FEET) SOUTHWEST
 CK1958'OF THE CENTER OF THE ROAD LEADING ALONG A RIVER, 5.8 METERS
 CK1958'(19.7 FEET) EAST OF A 15 INCH ELM TREE, 5.6 METERS (18.9 FEET)
 CK1958'WEST NORTHWEST OF A 28 INCH CHERRY TREE.
 CK1958'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2076 ***********************************************************************
 CK2076  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2076  DESIGNATION -  866 9299 A TIDAL
 CK2076  PID         -  CK2076
 CK2076  STATE/COUNTY-  SC/BEAUFORT
 CK2076  USGS QUAD   -  HILTON HEAD (1971)
 CK2076
 CK2076                         *CURRENT SURVEY CONTROL
 CK2076  ___________________________________________________________________
 CK2076* NAD 83(1986)-  32 11 24.     (N)    080 42 07.     (W)     SCALED    
 CK2076* NAVD 88     -         2.099  (meters)       6.89   (feet)  ADJUSTED  
 CK2076  ___________________________________________________________________
 CK2076  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2076  DYNAMIC HT  -           2.096 (meters)       6.88  (feet)  COMP
 CK2076  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CK2076
 CK2076  VERT ORDER  -  FIRST     CLASS II
 CK2076
 CK2076.The horizontal coordinates were scaled from a topographic map and have
 CK2076.an estimated accuracy of +/- 6 seconds.
 CK2076
 CK2076.The orthometric height was determined by differential leveling
 CK2076.and adjusted by the National Geodetic Survey in June 1991..
 CK2076
 CK2076.This Tidal Bench Mark is designated as VM 4607
 CK2076.by the Center for Operational Oceanographic Products and Services.
 CK2076
 CK2076.The geoid height was determined by GEOID03.
 CK2076
 CK2076.The dynamic height is computed by dividing the NAVD 88
 CK2076.geopotential number by the normal gravity value computed on the
 CK2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2076.degrees latitude (g = 980.6199 gals.).
 CK2076
 CK2076.The modeled gravity was interpolated from observed gravity values.
 CK2076
 CK2076;                    North         East    Units  Estimated Accuracy
 CK2076;SPC SC       -    39,600.      637,710.      MT  (+/- 180 meters Scaled)
 CK2076
 CK2076                          SUPERSEDED SURVEY CONTROL
 CK2076
 CK2076  NGVD 29 (03/21/89)    2.380  (m)            7.81   (f) ADJUSTED    1 2
 CK2076
 CK2076.Superseded values are not recommended for survey control.
 CK2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2076.See file dsdata.txt to determine how the superseded data were derived.
 CK2076
 CK2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR280615(NAD 83)
 CK2076_MARKER: DJ = TIDAL STATION DISK
 CK2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2076_SP_SET: CONCRETE POST
 CK2076_STAMPING: 9299 A 1979
 CK2076_MARK LOGO: NOS   
 CK2076_PROJECTION: FLUSH
 CK2076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2076
 CK2076  HISTORY     - Date     Condition        Report By
 CK2076  HISTORY     - 1979     MONUMENTED       NOS
 CK2076  HISTORY     - 1981     GOOD             SCGS
 CK2076  HISTORY     - 1988     GOOD             USPSQD
 CK2076  HISTORY     - 1990     GOOD             USPSQD
 CK2076  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 CK2076
 CK2076                          STATION DESCRIPTION
 CK2076
 CK2076'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2076'IN HILTON HEAD ISLAND.
 CK2076'7.9 KILOMETERS (4.9 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2076', FROM THE POST OFFICE, ON THE NORTH END OF HILTON HEAD ISLAND,
 CK2076'THENCE 0.6 KILOMETER (0.35 MILE) SOUTHEAST ALONG COUNTY ROAD S-7-200
 CK2076'LEADING TO SINGLETON BEACH, TO A CONCRETE BRIDGE OVER A TIDAL STREAM,
 CK2076'SET 4.7 METERS (15.5 FEET) EAST NORTHEAST OF THE CENTERLINE OF THE
 CK2076'ROAD AND 4.7 METERS (15.5 FEET) NORTH NORTHWEST OF THE NORTH NORTHWEST
 CK2076'END OF THE BRIDGE.
 CK2076'THE MARK IS 0.45 METERS  WSW FROM A WITNESS POST.
 CK2076'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2076
 CK2076                          STATION RECOVERY (1988)
 CK2076
 CK2076'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2076'RECOVERED IN GOOD CONDITION.
 CK2076
 CK2076                          STATION RECOVERY (1990)
 CK2076
 CK2076'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2076'RECOVERED IN GOOD CONDITION.
 CK2076
 CK2076                          STATION RECOVERY (2002)
 CK2076
 CK2076'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2076'NOT FOUND.  BRIDGE HAS BEEN REPLACED AND MARKER IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2074 ***********************************************************************
 CK2074  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2074  DESIGNATION -  866 9299 C TIDAL
 CK2074  PID         -  CK2074
 CK2074  STATE/COUNTY-  SC/BEAUFORT
 CK2074  USGS QUAD   -  HILTON HEAD (1971)
 CK2074
 CK2074                         *CURRENT SURVEY CONTROL
 CK2074  ___________________________________________________________________
 CK2074* NAD 83(2001)-  32 11 34.35233(N)    080 42 15.78449(W)     ADJUSTED  
 CK2074* NAVD 88     -         2.802  (meters)       9.19   (feet)  ADJUSTED  
 CK2074  ___________________________________________________________________
 CK2074  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CK2074  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2074  DYNAMIC HT  -           2.799 (meters)       9.18  (feet)  COMP
 CK2074  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 CK2074
 CK2074  HORZ ORDER  -  THIRD
 CK2074  VERT ORDER  -  FIRST     CLASS II
 CK2074
 CK2074.The horizontal coordinates were established by classical geodetic methods
 CK2074.and adjusted by the National Geodetic Survey in March 2004..
 CK2074
 CK2074.The orthometric height was determined by differential leveling
 CK2074.and adjusted by the National Geodetic Survey in June 1991..
 CK2074
 CK2074.This Tidal Bench Mark is designated as VM 4608
 CK2074.by the Center for Operational Oceanographic Products and Services.
 CK2074
 CK2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2074
 CK2074.The geoid height was determined by GEOID03.
 CK2074
 CK2074.The dynamic height is computed by dividing the NAVD 88
 CK2074.geopotential number by the normal gravity value computed on the
 CK2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2074.degrees latitude (g = 980.6199 gals.).
 CK2074
 CK2074.The modeled gravity was interpolated from observed gravity values.
 CK2074
 CK2074;                    North         East     Units Scale Factor Converg.
 CK2074;SPC SC       -    39,916.768   637,478.366   MT  1.00012227   +0 09 50.0
 CK2074;SPC SC       -   130,960.52  2,091,464.46   iFT  1.00012227   +0 09 50.0
 CK2074;UTM  17      - 3,561,853.126   527,863.900   MT  0.99960957   +0 09 27.0
 CK2074
 CK2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2074!SPC SC       -   1.00000455  x   1.00012227  =   1.00012682
 CK2074!UTM  17      -   1.00000455  x   0.99960957  =   0.99961411
 CK2074
 CK2074                          SUPERSEDED SURVEY CONTROL
 CK2074
 CK2074  NAD 83(1986)-  32 11 34.36388(N)    080 42 15.79439(W) AD(       ) 3
 CK2074  NGVD 29 (03/21/89)    3.083  (m)           10.11   (f) ADJUSTED    1 2
 CK2074
 CK2074.Superseded values are not recommended for survey control.
 CK2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2074.See file dsdata.txt to determine how the superseded data were derived.
 CK2074
 CK2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2786461853(NAD 83)
 CK2074_MARKER: DJ = TIDAL STATION DISK
 CK2074_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2074_SP_SET: STAINLESS STEEL ROD
 CK2074_STAMPING: 9299 C 1979
 CK2074_MARK LOGO: NOS   
 CK2074_PROJECTION: FLUSH
 CK2074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK2074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2074+STABILITY: POSITION/ELEVATION WELL
 CK2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2074+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1989
 CK2074
 CK2074  HISTORY     - Date     Condition        Report By
 CK2074  HISTORY     - 1979     MONUMENTED       NOS
 CK2074  HISTORY     - 1981     GOOD             SCGS
 CK2074  HISTORY     - 1988     GOOD             USPSQD
 CK2074  HISTORY     - 19890727 GOOD             NGS
 CK2074  HISTORY     - 1990     GOOD             USPSQD
 CK2074  HISTORY     - 1990     GOOD             USPSQD
 CK2074  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 CK2074
 CK2074                          STATION DESCRIPTION
 CK2074
 CK2074'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2074'IN HILTON HEAD ISLAND.
 CK2074'7.9 KILOMETERS (4.9 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278, FROM
 CK2074'THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, THENCE 0.2
 CK2074'KILOMETER (0.1 MILE) SOUTHEAST ALONG COUNTY ROAD S-7-200 THAT LEADS
 CK2074'TO SINGELTON BEACH, TO A FIELD ROAD ON THE LEFT, SET 32.3 METERS
 CK2074'(106.0 FEET) NORTHWEST OF A POWERLINE POLE WITH GUY WIRE, 7.8 METERS
 CK2074'(25.6 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD, 5.18 METERS
 CK2074'(17.0 FEET) NORTHWEST OF THE CENTER OF THE FIELD ROAD AND 1.68 METERS
 CK2074'(5.5 FEET) NORTHEAST OF THE NORTHWEST END OF A 15 INCH CONCRETE
 CK2074'CULVERT UNDER THE FIELD ROAD.
 CK2074'THE MARK IS 0.60 METERS  SE FROM A WITNESS POST.
 CK2074'THE MARK IS 0.30 M ABOVE ROAD.
 CK2074
 CK2074                          STATION RECOVERY (1988)
 CK2074
 CK2074'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2074'RECOVERED IN GOOD CONDITION.
 CK2074
 CK2074                          STATION RECOVERY (1989)
 CK2074
 CK2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CK2074'THE STATION IS LOCATED ON HILTON HEAD ISLAND.  FROM THE POST OFFICE ON
 CK2074'THE NORTH END OF HILTON HEAD ISLAND, PROCEED EAST AND SOUTH FOR 4.9
 CK2074'MILES ALONG U.S. HIGHWAY 278, GO SOUTHEAST FOR 0.1 MILE ALONG COUNTY
 CK2074'ROAD S-7-200 THAT LEADS TO SINGLETON BEACH TO A FIELD ROAD ON THE
 CK2074'LEFT.  MARKER IS 106.0 FEET NORTHWEST OF A POWERLINE POLE WITH GUY
 CK2074'WIRE, 25.6 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 17.0 FEET
 CK2074'NORTHWEST OF THE CENTER OF THE FIELD ROAD AND 5.5 FEET NORTHEAST OF
 CK2074'THE NORTHWEST END OF A 15-INCH CONCRETE CULVERT UNDER THE FIELD ROAD
 CK2074'AND 0.6 METERS SOUTHEAST FROM A WITNESS POST.  MARK IS FLUSH WITH THE
 CK2074'GROUND.  MARK IS A STAINLESS STEEL ROD SET TO THE DEPTH OF 0.00
 CK2074'METERS ENCASED IN A PIPE FLUSH WITH THE GROUND AND 0.3 METERS ABOVE
 CK2074'THE ROAD.
 CK2074
 CK2074                          STATION RECOVERY (1990)
 CK2074
 CK2074'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2074'RECOVERED IN GOOD CONDITION.
 CK2074
 CK2074                          STATION RECOVERY (1990)
 CK2074
 CK2074'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2074'RECOVERED IN GOOD CONDITION.
 CK2074
 CK2074                          STATION RECOVERY (2002)
 CK2074
 CK2074'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2074'NOT FOUND.  SEARCHED NEAR PP WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2073 ***********************************************************************
 CK2073  CBN         -  This is a Cooperative Base Network Control Station.
 CK2073  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2073  DESIGNATION -  866 9299 E TIDAL
 CK2073  PID         -  CK2073
 CK2073  STATE/COUNTY-  SC/BEAUFORT
 CK2073  USGS QUAD   -  HILTON HEAD (1971)
 CK2073
 CK2073                         *CURRENT SURVEY CONTROL
 CK2073  ___________________________________________________________________
 CK2073* NAD 83(2001)-  32 11 37.61844(N)    080 42 21.34261(W)     ADJUSTED  
 CK2073* NAVD 88     -         2.704  (meters)       8.87   (feet)  ADJUSTED  
 CK2073  ___________________________________________________________________
 CK2073  X           -     872,531.675 (meters)                     COMP
 CK2073  Y           -  -5,331,692.559 (meters)                     COMP
 CK2073  Z           -   3,378,619.764 (meters)                     COMP
 CK2073  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CK2073  ELLIP HEIGHT-         -29.07  (meters)          (01/30/03) GPS OBS
 CK2073  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2073  DYNAMIC HT  -           2.701 (meters)       8.86  (feet)  COMP
 CK2073  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 CK2073
 CK2073  HORZ ORDER  -  B
 CK2073  VERT ORDER  -  FIRST     CLASS II
 CK2073  ELLP ORDER  -  FOURTH    CLASS II
 CK2073
 CK2073.The horizontal coordinates were established by GPS observations
 CK2073.and adjusted by the National Geodetic Survey in January 2003..
 CK2073
 CK2073.The orthometric height was determined by differential leveling
 CK2073.and adjusted by the National Geodetic Survey in June 1991..
 CK2073
 CK2073.This Tidal Bench Mark is designated as VM 4609
 CK2073.by the Center for Operational Oceanographic Products and Services.
 CK2073
 CK2073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK2073
 CK2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK2073
 CK2073.The ellipsoidal height was determined by GPS observations
 CK2073.and is referenced to NAD 83.
 CK2073
 CK2073.The geoid height was determined by GEOID03.
 CK2073
 CK2073.The dynamic height is computed by dividing the NAVD 88
 CK2073.geopotential number by the normal gravity value computed on the
 CK2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2073.degrees latitude (g = 980.6199 gals.).
 CK2073
 CK2073.The modeled gravity was interpolated from observed gravity values.
 CK2073
 CK2073;                    North         East     Units Scale Factor Converg.
 CK2073;SPC SC       -    40,016.969   637,332.479   MT  1.00012186   +0 09 46.9
 CK2073;SPC SC       -   131,289.27  2,090,985.82   iFT  1.00012186   +0 09 46.9
 CK2073;UTM  17      - 3,561,953.292   527,718.099   MT  0.99960947   +0 09 24.0
 CK2073
 CK2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK2073!SPC SC       -   1.00000456  x   1.00012186  =   1.00012642
 CK2073!UTM  17      -   1.00000456  x   0.99960947  =   0.99961403
 CK2073
 CK2073                          SUPERSEDED SURVEY CONTROL
 CK2073
 CK2073  NAD 83(1986)-  32 11 37.62938(N)    080 42 21.34987(W) AD(       ) 1
 CK2073  NAD 83(1995)-  32 11 37.61830(N)    080 42 21.34247(W) AD(       ) B
 CK2073  ELLIP H (09/11/96)  -29.03   (m)                       GP(       ) 4 1
 CK2073  NAD 83(1986)-  32 11 37.62993(N)    080 42 21.35245(W) AD(       ) 1
 CK2073  NAD 27      -  32 11 36.89836(N)    080 42 21.96461(W) AD(       ) 1
 CK2073  NAVD 88 (09/11/96)    2.70   (m)            8.9    (f) LEVELING    3  
 CK2073  NGVD 29 (03/21/89)    2.986  (m)            9.80   (f) ADJUSTED    1 2
 CK2073
 CK2073.Superseded values are not recommended for survey control.
 CK2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2073.See file dsdata.txt to determine how the superseded data were derived.
 CK2073
 CK2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR2771861953(NAD 83)
 CK2073_MARKER: DJ = TIDAL STATION DISK
 CK2073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2073_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 CK2073_STAMPING: 9299 E 1979
 CK2073_MARK LOGO: NOS   
 CK2073_PROJECTION: RECESSED 13 CENTIMETERS
 CK2073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2073+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 CK2073_ROD/PIPE-DEPTH: 42.0 meters
 CK2073
 CK2073  HISTORY     - Date     Condition        Report By
 CK2073  HISTORY     - 1985     MONUMENTED       NOS
 CK2073  HISTORY     - 1981     GOOD             SCGS
 CK2073  HISTORY     - 19870211 GOOD
 CK2073  HISTORY     - 1988     GOOD             USPSQD
 CK2073  HISTORY     - 19890727 GOOD             NGS
 CK2073  HISTORY     - 1990     GOOD             USPSQD
 CK2073  HISTORY     - 1990     GOOD             USPSQD
 CK2073  HISTORY     - 19950206 GOOD             SCGS
 CK2073  HISTORY     - 19960516 GOOD             SCGS
 CK2073  HISTORY     - 19970509 GOOD             SCGS
 CK2073  HISTORY     - 19980304 GOOD             SCGS
 CK2073  HISTORY     - 20000613 GOOD             SCGS
 CK2073  HISTORY     - 20020615 GOOD             USPSQD
 CK2073  HISTORY     - 20030408 GOOD             SCGS
 CK2073
 CK2073                          STATION DESCRIPTION
 CK2073
 CK2073'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (GRH)
 CK2073'THE STATION IS LOCATED ON HILTON HEAD ISLAND, ALONG US HIGHWAY 278,
 CK2073'ABOUT 4.8 KM (3.0 MI) EAST-SOUTHEAST OF THE BEAUFORT COUNTY
 CK2073'COURTHOUSE ANNEX AND THE POST OFFICE, 2.1 KM (1.3 MI) SOUTHWEST OF
 CK2073'THE ENTRANCE TO PORT ROYAL PLANTATION, AT A T-INTERSECTION WHERE
 CK2073'ROAD LEADS TO SINGLETON BEACH.  OWNERSHIP--SOUTH CAROLINA
 CK2073'DEPARTMENT OF HIGHWAYS.
 CK2073'
 CK2073'TO REACH FROM THE HILTON HEAD POST OFFICE (ACROSS THE ROAD FROM THE
 CK2073'COURTHOUSE ANNEX), GO EAST ON HIGHWAY 278 FOR 5.8 KM (3.6 MI) TO
 CK2073'THE PORT ROYAL PLANTATION ON THE LEFT.  CONTINUE AHEAD FOR 2.15 KM
 CK2073'(1.35 MI) TO A PAVED STREET LEFT (S-7-200) AND THE STATION ON THE
 CK2073'LEFT.
 CK2073'
 CK2073'STATION MARK IS A NOS TIDAL BENCH MARK DISK STAMPED---9299 E
 CK2073'1979---, IS CRIMPED TO THE TOP OF A METAL ROD CENTERED IN A
 CK2073'PLASTIC SLEEVE, 8 CM BELOW GROUND.  IT IS 2.1 METERS SOUTH OF A
 CK2073'HYDRANT, 0.3 METER WEST OF A METAL WITNESS POST, 9.9 METERS
 CK2073'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.9
 CK2073'METERS NORTHEAST OF THE CENTER OF S-7-200, AND 7.3 METERS NORTHWEST
 CK2073'OF A UTILITY POLE.
 CK2073'
 CK2073'THIS STATION IS INTERVISIBLE WITH STATION 7 237.  STATION WAS
 CK2073'OCCUPIED BY GPS.  DESCRIBED BY G.R. HEID, TYPED BY SCGS.
 CK2073
 CK2073                          STATION RECOVERY (1981)
 CK2073
 CK2073'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2073'IN HILTON HEAD ISLAND.
 CK2073'7.9 KILOMETERS (4.9 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2073'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO A
 CK2073'PAVED ROAD LEFT S-7-200 LEADING TO SINGLETON BEACH, SET IN THE
 CK2073'SOUTHEAST ANGLE OF THE INTERSECTION, 14.1 METERS (46.3 FEET) SOUTHEAST
 CK2073'OF THE CENTER OF A MEDIAN SEPARATING THE U.S. 278 LANES, 8.83 METERS
 CK2073'(29.0 FEET) NORTH NORTHWEST OF THE CENTER LINE OF COUNTY ROAD S-7-200,
 CK2073'7.45 METERS (24.5 FEET) WEST NORTHWEST OF A POWER POLE WITH A
 CK2073'TRANSFORMER, 23.46 METERS (77.0 FEET) NORTH OF THE MOST NORTHERLY
 CK2073'OF TWO 40 INCH OAK TREES.
 CK2073'THE MARK IS 2.00 METERS  W FROM A WITNESS POST.
 CK2073'THE MARK IS 0.2 M ABOVE ROAD.
 CK2073
 CK2073                          STATION RECOVERY (1987)
 CK2073
 CK2073'RECOVERED 1987
 CK2073'RECOVERED IN GOOD CONDITION.
 CK2073
 CK2073                          STATION RECOVERY (1988)
 CK2073
 CK2073'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2073'RECOVERED IN GOOD CONDITION.
 CK2073
 CK2073                          STATION RECOVERY (1989)
 CK2073
 CK2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CK2073'THE STATION IS LOCATED ON HILTON HEAD ISLAND, ALONG U.S. HIGHWAY 278,
 CK2073'ABOUT 3.0 MILES EAST SOUTHEAST OF THE BEAUFORT COUNTY COURTHOUSE
 CK2073'ANNEX AND THE POST OFFICE.  FROM THE HILTON HEAD POST OFFICE (ACROSS
 CK2073'THE ROAD FROM THE COURTHOUSE ANNEX), GO EAST ON HIGHWAY 278 FOR 3.6
 CK2073'MILES TO THE PORT ROYAL PLANTATION ON THE LEFT, PROCEED AHEAD FOR
 CK2073'1.35 MILES TO A PAVED STREET LEFT (S-7-200) AND THE STATION LOCATED
 CK2073'ON THE LEFT.  MARKER IS 2.1 METERS SOUTH OF A HYDRANT, 0.3 METER WEST
 CK2073'OF A METAL WITNESS POST, 9.9 METERS SOUTHEAST OF THE CENTER OF THE
 CK2073'NORTHBOUND LANES OF THE HIGHWAY, 8.9 METERS NORTHEAST OF THE CENTER
 CK2073'OF S-7-200, AND 7.3 METERS NORTHWEST OF A UTILITY POLE.  MARK IS 8 CM
 CK2073'BELOW GROUND.  MARK IS CRIMPED TO THE TOP OF A METAL ROD CENTERED IN
 CK2073'A PLASTIC SLEEVE.
 CK2073
 CK2073                          STATION RECOVERY (1990)
 CK2073
 CK2073'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2073'RECOVERED IN GOOD CONDITION.
 CK2073
 CK2073                          STATION RECOVERY (1990)
 CK2073
 CK2073'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2073'RECOVERED IN GOOD CONDITION.
 CK2073
 CK2073                          STATION RECOVERY (1995)
 CK2073
 CK2073'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW)
 CK2073'STATION IS LOCATED ON HILTON HEAD ISLAND.  OWNERSHIP--SCDOT, DIRECTOR
 CK2073'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE
 CK2073'803-737-1350.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CK2073'278 AND STATE HIGHWAY 46, 1.8 MILES (2.9 KM) NORTH NORTHEAST OF
 CK2073'BLUFFTON, GO SOUTH SOUTHEAST ON HIGHWAY 278 FOR 11.95 MILES (19.23 KM)
 CK2073'TO THE STATION NEAR A FIRE HYDRANT IN THE EAST ANGLE OF THE JUNCTION
 CK2073'OF STATE ROAD 200 (SINGLETON BEACH ROAD).  STATION IS A DISK ATTACHED
 CK2073'TO A STAINLESS STEEL ROD SURROUND BY A PVC PIPE RECESSED 0.4 FOOT
 CK2073'(12.2 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 7.0 FEET (2.1 M)
 CK2073'SOUTH SOUTHWEST OF THE FIRE HYDRANT, 24.3 FEET (7.4 M) WEST NORTHWEST
 CK2073'OF A POWER POLE WITH A GUY WIRE, 28.6 FEET (8.7 M) NORTHEAST OF THE
 CK2073'CENTER OF THE ROAD, 31.8 FEET (9.7 M) SOUTHEAST OF THE CENTER OF THE
 CK2073'NORTHEAST BOUND LANES OF THE HIGHWAY, 38.7 FEET (11.8 M) SOUTHWEST OF
 CK2073'THE CENTER OF A METAL MANHOLE COVER, 1.8 FEET (0.5 M) NORTHWEST OF A
 CK2073'WITNESS POST.  RECOVERED BY D.D. WOODS.
 CK2073
 CK2073                          STATION RECOVERY (1996)
 CK2073
 CK2073'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK2073'RECOVERED AS DESCRIBED.
 CK2073
 CK2073                          STATION RECOVERY (1997)
 CK2073
 CK2073'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 CK2073'RECOVERED AS DESCRIBED.
 CK2073
 CK2073                          STATION RECOVERY (1998)
 CK2073
 CK2073'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
 CK2073'STATION IS LOCATED ON HILTON HEAD, 15.0 MILES (24.1 KM) SOUTH OF
 CK2073'BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O.  BOX
 CK2073'191, COLUMBIA, SC 29202, PHONE 803-737-1350.  TO REACH THE STATION
 CK2073'FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAYS 278 BYPASS (CROSS ISLAND
 CK2073'PARKWAY) AND 278 BUSINESS (WILLIAM HILTON PARKWAY) , ON HILTON HEAD
 CK2073'ISLAND, GO EAST ON HIGHWAY 278 BUSINESS FOR 4.3 MILES (6.9 KM) TO THE
 CK2073'STATION ON THE LEFT NEAR A FIRE HYDRANT IN THE EAST ANGLE OF THE
 CK2073'JUNCTION OF STATE ROAD 200 (SINGLETON BEACH ROAD) .  STATION IS A DISK
 CK2073'ATTACHED TO A STAINLESS STEEL ROD SURROUNDED BY A PVC PIPE RECESSED
 CK2073'0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 7.0 FEET
 CK2073'(2.1 M) SOUTH SOUTHWEST OF THE FIRE HYDRANT, 24.3 FEET (7.4 M) WEST
 CK2073'NORTHWEST OF A POWER POLE WITH A GUY WIRE, 28.6 FEET (8.7 M) NORTHEAST
 CK2073'OF THE CENTER OF THE ROAD, 31.8 FEET (9.7 M) SOUTHEAST OF THE CENTER
 CK2073'OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 38.7 FEET (11.8 M)
 CK2073'SOUTHWEST OF THE CENTER OF A METAL MANHOLE COVER, 1.8 FEET (0.5 M)
 CK2073'NORTHWEST OF A WITNESS POST.  RECOVERED BY C.J. STONE.
 CK2073
 CK2073                          STATION RECOVERY (2000)
 CK2073
 CK2073'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK2073'RECOVERED AS DESCRIBED.
 CK2073
 CK2073                          STATION RECOVERY (2002)
 CK2073
 CK2073'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2073'RECOVERED IN GOOD CONDITION.
 CK2073
 CK2073                          STATION RECOVERY (2003)
 CK2073
 CK2073'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2073'STATION IS LOCATED ON HILTON HEAD ISLAND, 16.5 MILES SOUTH SOUTHWEST
 CK2073'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2073'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK2073'FROM THE JUNCTION OF U.S. HIGHWAY 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK2073'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK2073'SOUTHEAST ON HIGHWAY 278 BUSINESS FOR 4.3 MILES TO THE STATION ON THE
 CK2073'LEFT NEAR A  FIRE HYDRANT IN THE EAST ANGLE OF THE JUNCTION OF STATE
 CK2073'ROAD 200 (SINGLETON BEACH  ROAD). STATION IS A DISK ATTACHED TO A
 CK2073'STAINLESS STEEL ROD RECESSED 0.4 FOOT AND 0.5 FOOT ABOVE  THE ROAD,
 CK2073'7.0 FEET SOUTH SOUTHWEST OF THE FIRE HYDRANT, 2.4 FEET WEST OF A
 CK2073'SHORTER  CONCRETE POST INSCRIBED (M/V), 28.6 FEET NORTHEAST OF THE
 CK2073'CENTER OF THE ROAD, 31.8 FEET  SOUTHEAST OF THE NORTHEAST BOUND LANES
 CK2073'OF THE HIGHWAY, 1.1 FEET NORTH NORTHWEST OF  A WITNESS POST. RECOVERED
 CK2073'BY T. HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2077 ***********************************************************************
 CK2077  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2077  DESIGNATION -  866 9299 F TIDAL
 CK2077  PID         -  CK2077
 CK2077  STATE/COUNTY-  SC/BEAUFORT
 CK2077  USGS QUAD   -  HILTON HEAD (1971)
 CK2077
 CK2077                         *CURRENT SURVEY CONTROL
 CK2077  ___________________________________________________________________
 CK2077* NAD 83(1986)-  32 11 21.     (N)    080 42 05.     (W)     SCALED    
 CK2077* NAVD 88     -         1.601  (meters)       5.25   (feet)  ADJUSTED  
 CK2077  ___________________________________________________________________
 CK2077  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CK2077  DYNAMIC HT  -           1.600 (meters)       5.25  (feet)  COMP
 CK2077  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CK2077
 CK2077  VERT ORDER  -  FIRST     CLASS II
 CK2077
 CK2077.The horizontal coordinates were scaled from a topographic map and have
 CK2077.an estimated accuracy of +/- 6 seconds.
 CK2077
 CK2077.The orthometric height was determined by differential leveling
 CK2077.and adjusted by the National Geodetic Survey in June 1991..
 CK2077
 CK2077.This Tidal Bench Mark is designated as VM 4610
 CK2077.by the Center for Operational Oceanographic Products and Services.
 CK2077
 CK2077.The geoid height was determined by GEOID03.
 CK2077
 CK2077.The dynamic height is computed by dividing the NAVD 88
 CK2077.geopotential number by the normal gravity value computed on the
 CK2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2077.degrees latitude (g = 980.6199 gals.).
 CK2077
 CK2077.The modeled gravity was interpolated from observed gravity values.
 CK2077
 CK2077;                    North         East    Units  Estimated Accuracy
 CK2077;SPC SC       -    39,510.      637,760.      MT  (+/- 180 meters Scaled)
 CK2077
 CK2077                          SUPERSEDED SURVEY CONTROL
 CK2077
 CK2077  NGVD 29 (04/23/92)    1.883  (m)            6.18   (f) ADJUSTED    1 2
 CK2077
 CK2077.Superseded values are not recommended for survey control.
 CK2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2077.See file dsdata.txt to determine how the superseded data were derived.
 CK2077
 CK2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR281614(NAD 83)
 CK2077_MARKER: DJ = TIDAL STATION DISK
 CK2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2077_SP_SET: CONCRETE POST
 CK2077_STAMPING: 9299 F 1981
 CK2077_MARK LOGO: NOS   
 CK2077_PROJECTION: PROJECTING 12 CENTIMETERS
 CK2077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2077
 CK2077  HISTORY     - Date     Condition        Report By
 CK2077  HISTORY     - 1981     MONUMENTED       NOS
 CK2077  HISTORY     - 1981     GOOD             SCGS
 CK2077  HISTORY     - 1988     GOOD             USPSQD
 CK2077  HISTORY     - 19880301 GOOD             SCGS
 CK2077  HISTORY     - 1990     GOOD             USPSQD
 CK2077  HISTORY     - 1990     GOOD             USPSQD
 CK2077  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 CK2077
 CK2077                          STATION DESCRIPTION
 CK2077
 CK2077'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2077'IN HILTON HEAD ISLAND.
 CK2077'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2077'7.9 KILOMETERS (4.9 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278,
 CK2077'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, THENCE
 CK2077'0.7 KILOMETER (0.45 MILE) SOUTHEAST ALONG COUNTY ROAD S-7-200 TO
 CK2077'THE END OF THE ROAD, SET 22.8 METERS (75 FEET) WEST OF THE WEST
 CK2077'NORTHWEST CORNER OF A RED BRICK ONE STORY BEACH CLUB, 9.0 METERS
 CK2077'(29.8 FEET) WEST SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 1.1
 CK2077'METERS (3.8 FEET) SOUTH SOUTHEAST OF A POWERLINE POLE WITH THREE
 CK2077'GUY WIRES.
 CK2077'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 CK2077
 CK2077                          STATION RECOVERY (1988)
 CK2077
 CK2077'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2077'RECOVERED IN GOOD CONDITION.
 CK2077
 CK2077                          STATION RECOVERY (1988)
 CK2077
 CK2077'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2077'7.9 KILOMETERS (4.9 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278,
 CK2077'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, THENCE
 CK2077'0.7 KILOMETER (0.45 MILE) SOUTHEAST ALONG COUNTY ROAD S-7-200 TO
 CK2077'THE END OF THE ROAD, SET 22.8 METERS (75 FEET) WEST OF THE WEST
 CK2077'NORTHWEST CORNER OF A RED BRICK ONE STORY BEACH CLUB, 9.0 METERS
 CK2077'(29.8 FEET) WEST SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 1.1
 CK2077'METERS (3.8 FEET) SOUTH SOUTHEAST OF A POWERLINE POLE WITH THREE
 CK2077'GUY WIRES.
 CK2077
 CK2077                          STATION RECOVERY (1990)
 CK2077
 CK2077'RECOVERY NOTE BY US POWER SQUADRON 1990 (OEK)
 CK2077'RECOVERED IN GOOD CONDITION.
 CK2077
 CK2077                          STATION RECOVERY (1990)
 CK2077
 CK2077'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2077'RECOVERED IN GOOD CONDITION.
 CK2077
 CK2077                          STATION RECOVERY (2002)
 CK2077
 CK2077'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2077'NOT FOUND.  HEAVY CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2075 ***********************************************************************
 CK2075  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2075  DESIGNATION -  866 9299 G TIDAL
 CK2075  PID         -  CK2075
 CK2075  STATE/COUNTY-  SC/BEAUFORT
 CK2075  USGS QUAD   -  HILTON HEAD (1971)
 CK2075
 CK2075                         *CURRENT SURVEY CONTROL
 CK2075  ___________________________________________________________________
 CK2075* NAD 83(1986)-  32 11 31.     (N)    080 42 13.     (W)     SCALED    
 CK2075* NAVD 88     -         1.648  (meters)       5.41   (feet)  ADJUSTED  
 CK2075  ___________________________________________________________________
 CK2075  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CK2075  DYNAMIC HT  -           1.647 (meters)       5.40  (feet)  COMP
 CK2075  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CK2075
 CK2075  VERT ORDER  -  FIRST     CLASS II
 CK2075
 CK2075.The horizontal coordinates were scaled from a topographic map and have
 CK2075.an estimated accuracy of +/- 6 seconds.
 CK2075
 CK2075.The orthometric height was determined by differential leveling
 CK2075.and adjusted by the National Geodetic Survey in June 1991..
 CK2075
 CK2075.This Tidal Bench Mark is designated as VM 4611
 CK2075.by the Center for Operational Oceanographic Products and Services.
 CK2075
 CK2075.The geoid height was determined by GEOID03.
 CK2075
 CK2075.The dynamic height is computed by dividing the NAVD 88
 CK2075.geopotential number by the normal gravity value computed on the
 CK2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2075.degrees latitude (g = 980.6199 gals.).
 CK2075
 CK2075.The modeled gravity was interpolated from observed gravity values.
 CK2075
 CK2075;                    North         East    Units  Estimated Accuracy
 CK2075;SPC SC       -    39,810.      637,550.      MT  (+/- 180 meters Scaled)
 CK2075
 CK2075                          SUPERSEDED SURVEY CONTROL
 CK2075
 CK2075  NGVD 29 (03/21/89)    1.930  (m)            6.33   (f) ADJUSTED    1 2
 CK2075
 CK2075.Superseded values are not recommended for survey control.
 CK2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2075.See file dsdata.txt to determine how the superseded data were derived.
 CK2075
 CK2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR279617(NAD 83)
 CK2075_MARKER: DJ = TIDAL STATION DISK
 CK2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2075_SP_SET: CONCRETE POST
 CK2075_STAMPING: 9299 G 1981
 CK2075_MARK LOGO: NOS   
 CK2075_PROJECTION: PROJECTING 2 CENTIMETERS
 CK2075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2075
 CK2075  HISTORY     - Date     Condition        Report By
 CK2075  HISTORY     - 1981     MONUMENTED       NOS
 CK2075  HISTORY     - 1981     GOOD             SCGS
 CK2075  HISTORY     - 1988     GOOD             USPSQD
 CK2075  HISTORY     - 1990     GOOD             USPSQD
 CK2075  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 CK2075
 CK2075                          STATION DESCRIPTION
 CK2075
 CK2075'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2075'IN HILTON HEAD ISLAND.
 CK2075'7.9 KILOMETERS (4.9 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278. FROM
 CK2075'THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, THENCE
 CK2075'0.3 KILOMETER (0.2 MILE) SOUTHEAST ALONG COUNTY ROAD S-7-200 THAT
 CK2075'LEADS TO SINGLETON BEACH, TO A TWO STORY CONCRETE BLOCK BOTTOM AND
 CK2075'WOOD TOP HOUSE ON THE LEFT, SET 14.1 METERS (46.5 FEET) SOUTH
 CK2075'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 7.52 METERS (24.7 FEET) EAST
 CK2075'NORTHEAST OF THE CENTERLINE OF THE ROAD, 3.90 METERS (12.8 FEET)
 CK2075'SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE AROUND THE YARD OF THE
 CK2075'HOUSE AND 2.37 METERS (7.8 FEET) EAST NORTHEAST OF A DITCH.
 CK2075'THE MARK IS 0.60 METERS  NNE FROM A WITNESS POST.
 CK2075'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2075
 CK2075                          STATION RECOVERY (1988)
 CK2075
 CK2075'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2075'RECOVERED IN GOOD CONDITION.
 CK2075
 CK2075                          STATION RECOVERY (1990)
 CK2075
 CK2075'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK2075'RECOVERED IN GOOD CONDITION.
 CK2075
 CK2075                          STATION RECOVERY (2002)
 CK2075
 CK2075'RECOVERY NOTE BY US POWER SQUADRON 2002 (LFH)
 CK2075'NOT FOUND.  HOUSE IS GONE AND MARKER MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2044 ***********************************************************************
 CK2044  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2044  DESIGNATION -  866 9338 D TIDAL
 CK2044  PID         -  CK2044
 CK2044  STATE/COUNTY-  SC/BEAUFORT
 CK2044  USGS QUAD   -  BLUFFTON (1972)
 CK2044
 CK2044                         *CURRENT SURVEY CONTROL
 CK2044  ___________________________________________________________________
 CK2044* NAD 83(1986)-  32 11 09.     (N)    080 45 21.     (W)     SCALED    
 CK2044* NAVD 88     -         3.759  (meters)      12.33   (feet)  ADJUSTED  
 CK2044  ___________________________________________________________________
 CK2044  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2044  DYNAMIC HT  -           3.755 (meters)      12.32  (feet)  COMP
 CK2044  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 CK2044
 CK2044  VERT ORDER  -  FIRST     CLASS II
 CK2044
 CK2044.The horizontal coordinates were scaled from a topographic map and have
 CK2044.an estimated accuracy of +/- 6 seconds.
 CK2044
 CK2044.The orthometric height was determined by differential leveling
 CK2044.and adjusted by the National Geodetic Survey in June 1991..
 CK2044
 CK2044.This Tidal Bench Mark is designated as VM 4623
 CK2044.by the Center for Operational Oceanographic Products and Services.
 CK2044
 CK2044.The geoid height was determined by GEOID03.
 CK2044
 CK2044.The dynamic height is computed by dividing the NAVD 88
 CK2044.geopotential number by the normal gravity value computed on the
 CK2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2044.degrees latitude (g = 980.6199 gals.).
 CK2044
 CK2044.The modeled gravity was interpolated from observed gravity values.
 CK2044
 CK2044;                    North         East    Units  Estimated Accuracy
 CK2044;SPC SC       -    39,120.      632,630.      MT  (+/- 180 meters Scaled)
 CK2044
 CK2044                          SUPERSEDED SURVEY CONTROL
 CK2044
 CK2044  NGVD 29 (03/21/89)    4.041  (m)           13.26   (f) ADJUSTED    1 2
 CK2044
 CK2044.Superseded values are not recommended for survey control.
 CK2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2044.See file dsdata.txt to determine how the superseded data were derived.
 CK2044
 CK2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR230610(NAD 83)
 CK2044_MARKER: DJ = TIDAL STATION DISK
 CK2044_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2044_SP_SET: STAINLESS STEEL ROD
 CK2044_STAMPING: 9338 D 1979
 CK2044_MARK LOGO: NOS   
 CK2044_PROJECTION: FLUSH
 CK2044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2044+STABILITY: POSITION/ELEVATION WELL
 CK2044_ROD/PIPE-DEPTH: 9.4  meters
 CK2044
 CK2044  HISTORY     - Date     Condition        Report By
 CK2044  HISTORY     - 1979     MONUMENTED       NOS
 CK2044  HISTORY     - 1981     GOOD             SCGS
 CK2044  HISTORY     - 1988     GOOD             USPSQD
 CK2044  HISTORY     - 19960611 GOOD             USPSQD
 CK2044  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 CK2044
 CK2044                          STATION DESCRIPTION
 CK2044
 CK2044'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2044'IN HILTON HEAD ISLAND.
 CK2044'0.3 KILOMETER (0.15 MILE) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2044'POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, THENCE 2.9
 CK2044'KILOMETERS (1.8 MILES) SOUTH ALONG COUNTY ROAD S-7-79, THENCE
 CK2044'0.9 KILOMETER (0.55 MILE) SOUTH ALONG COUNTY ROAD S-7-245, THENCE
 CK2044'0.3 KILOMETER (0.2 MILE) SOUTH ALONG A SAND ROAD, THENCE 0.1
 CK2044'KILOMETER (0.05 MILE) WEST ALONG A SAND ROAD, SET BY A TELEPHONE
 CK2044'JUNCTION BOX IN FRONT OF A SINGLE STORY WOOD FRAME HOUSE WITH A
 CK2044'5 FOOT HIGH WOODEN FENCE SURROUNDING THE YARD, 20.1 METERS (66.0 FEET)
 CK2044'SOUTH SOUTHWEST OF THE CENTER OF A CEMENT DRIVEWAY TO A SINGLE
 CK2044'STORY WOOD FRAME HOUSE, 4.87 METERS (16.0 FEET) NORTH NORTHWEST OF
 CK2044'THE CENTER OF THE SAND ROAD, 9.14 METERS (30.0 FEET) EAST OF THE
 CK2044'SOUTH CORNER OF A WOODEN FENCE, 3.3 METERS (11.0 FEET) SOUTH
 CK2044'SOUTHEAST OF A WOODEN FENCE, 0.91 METERS (3.0 FEET) NORTH NORTHEAST
 CK2044'OF A TELEPHONE JUNCTION BOX.
 CK2044'THE MARK IS 1.0 M ABOVE ROAD.
 CK2044
 CK2044                          STATION RECOVERY (1988)
 CK2044
 CK2044'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2044'RECOVERED IN GOOD CONDITION.
 CK2044
 CK2044                          STATION RECOVERY (1996)
 CK2044
 CK2044'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2044'RECOVERED IN GOOD CONDITION.
 CK2044
 CK2044                          STATION RECOVERY (2004)
 CK2044
 CK2044'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2044'CONSTRUCTION OF THE CROSS ISLAND EXPRESSWAY HAS BLOCKED ACCESS FROM
 CK2044'SPANISH WELLS ROAD (S-7-79).  SEARCHED BY GPS ALONG MARSHLAND ROAD FOR
 CK2044'OVER AN HOUR BUT WAS NOT ABLE TO LOCATE STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2045 ***********************************************************************
 CK2045  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2045  DESIGNATION -  866 9338 F TIDAL
 CK2045  PID         -  CK2045
 CK2045  STATE/COUNTY-  SC/BEAUFORT
 CK2045  USGS QUAD   -  BLUFFTON (1972)
 CK2045
 CK2045                         *CURRENT SURVEY CONTROL
 CK2045  ___________________________________________________________________
 CK2045* NAD 83(1986)-  32 11 16.     (N)    080 45 17.     (W)     SCALED    
 CK2045* NAVD 88     -         4.740  (meters)      15.55   (feet)  ADJUSTED  
 CK2045  ___________________________________________________________________
 CK2045  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2045  DYNAMIC HT  -           4.735 (meters)      15.53  (feet)  COMP
 CK2045  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 CK2045
 CK2045  VERT ORDER  -  FIRST     CLASS II
 CK2045
 CK2045.The horizontal coordinates were scaled from a topographic map and have
 CK2045.an estimated accuracy of +/- 6 seconds.
 CK2045
 CK2045.The orthometric height was determined by differential leveling
 CK2045.and adjusted by the National Geodetic Survey in June 1991..
 CK2045
 CK2045.This Tidal Bench Mark is designated as VM 4625
 CK2045.by the Center for Operational Oceanographic Products and Services.
 CK2045
 CK2045.The geoid height was determined by GEOID03.
 CK2045
 CK2045.The dynamic height is computed by dividing the NAVD 88
 CK2045.geopotential number by the normal gravity value computed on the
 CK2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2045.degrees latitude (g = 980.6199 gals.).
 CK2045
 CK2045.The modeled gravity was interpolated from observed gravity values.
 CK2045
 CK2045;                    North         East    Units  Estimated Accuracy
 CK2045;SPC SC       -    39,340.      632,730.      MT  (+/- 180 meters Scaled)
 CK2045
 CK2045                          SUPERSEDED SURVEY CONTROL
 CK2045
 CK2045  NGVD 29 (03/21/89)    5.021  (m)           16.47   (f) ADJUSTED    1 2
 CK2045
 CK2045.Superseded values are not recommended for survey control.
 CK2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2045.See file dsdata.txt to determine how the superseded data were derived.
 CK2045
 CK2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR231612(NAD 83)
 CK2045_MARKER: DJ = TIDAL STATION DISK
 CK2045_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2045_SP_SET: STAINLESS STEEL ROD
 CK2045_STAMPING: 9338 F 1979
 CK2045_MARK LOGO: NOS   
 CK2045_PROJECTION: FLUSH
 CK2045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2045+STABILITY: POSITION/ELEVATION WELL
 CK2045_ROD/PIPE-DEPTH: 10.8 meters
 CK2045
 CK2045  HISTORY     - Date     Condition        Report By
 CK2045  HISTORY     - 1979     MONUMENTED       NOS
 CK2045  HISTORY     - 1981     GOOD             SCGS
 CK2045  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CK2045  HISTORY     - 19960611 GOOD             USPSQD
 CK2045  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 CK2045
 CK2045                          STATION DESCRIPTION
 CK2045
 CK2045'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2045'IN HILTON HEAD ISLAND.
 CK2045'0.3 KILOMETER (0.15 MILE) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2045'POST OFFICE ON HILTON HEAD, THENCE 2.9 KILOMETERS (1.8 MILES) SOUTH
 CK2045'ALONG COUNTY ROAD S-7-79, THENCE 0.9 KILOMETER (0.55 MILE) SOUTH
 CK2045'ALONG COUNTY ROAD S-7-336, THENCE 0.5 KILOMETER (0.3 MILE) EAST
 CK2045'ALONG COUNTY ROAD S-7-245, THENCE 0.2 KILOMETER (0.1 MILE) SOUTH
 CK2045'ALONG A SAND ROAD TO A SAND CROSSROADS, SET BY A POWER POLE ON THE
 CK2045'LEFT BEFORE REACHING THE SAND CROSSROADS, 19.2 METERS (63.0 FEET)
 CK2045'NORTH NORTHWEST OF A SAND ROAD LEADING EAST NORTHEAST, 6.1 METER
 CK2045'(20.0 FEET) EAST NORTHEAST OF THE MAIN SAND ROAD, 23.5 METERS
 CK2045'(77.5 FEET) NORTHEAST OF A 25 INCH OAK TREE IN THE CENTER OF A
 CK2045'4 WAY SAND ROAD INTERSECTION, 0.3 METER (1.0 FEET) WEST OF THE FENCE,
 CK2045'0.6 METER (2.0 FEET) SOUTH OF A POWER POLE.
 CK2045'THE MARK IS 0.3 M ABOVE ROAD.
 CK2045
 CK2045                          STATION RECOVERY (1988)
 CK2045
 CK2045'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2045'MARK NOT FOUND.
 CK2045
 CK2045                          STATION RECOVERY (1996)
 CK2045
 CK2045'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2045'RECOVERED IN GOOD CONDITION.
 CK2045
 CK2045                          STATION RECOVERY (2004)
 CK2045
 CK2045'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2045'CONSTRUCTION OF THE CROSS ISLAND EXPRESSWAY HAS BLOCKED ACCESS FROM
 CK2045'SPANISH WELLS ROAD (S-7-79).  SEARCHED BY GPS ALONG MARSHLAND ROAD FOR
 CK2045'OVER AN HOUR BUT WAS NOT ABLE TO LOCATE STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2043 ***********************************************************************
 CK2043  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2043  DESIGNATION -  866 9338 G TIDAL
 CK2043  PID         -  CK2043
 CK2043  STATE/COUNTY-  SC/BEAUFORT
 CK2043  USGS QUAD   -  BLUFFTON (1972)
 CK2043
 CK2043                         *CURRENT SURVEY CONTROL
 CK2043  ___________________________________________________________________
 CK2043* NAD 83(1986)-  32 11 08.     (N)    080 45 24.     (W)     SCALED    
 CK2043* NAVD 88     -         3.956  (meters)      12.98   (feet)  ADJUSTED  
 CK2043  ___________________________________________________________________
 CK2043  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2043  DYNAMIC HT  -           3.952 (meters)      12.97  (feet)  COMP
 CK2043  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 CK2043
 CK2043  VERT ORDER  -  FIRST     CLASS II
 CK2043
 CK2043.The horizontal coordinates were scaled from a topographic map and have
 CK2043.an estimated accuracy of +/- 6 seconds.
 CK2043
 CK2043.The orthometric height was determined by differential leveling
 CK2043.and adjusted by the National Geodetic Survey in June 1991..
 CK2043
 CK2043.This Tidal Bench Mark is designated as VM 4626
 CK2043.by the Center for Operational Oceanographic Products and Services.
 CK2043
 CK2043.The geoid height was determined by GEOID03.
 CK2043
 CK2043.The dynamic height is computed by dividing the NAVD 88
 CK2043.geopotential number by the normal gravity value computed on the
 CK2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2043.degrees latitude (g = 980.6199 gals.).
 CK2043
 CK2043.The modeled gravity was interpolated from observed gravity values.
 CK2043
 CK2043;                    North         East    Units  Estimated Accuracy
 CK2043;SPC SC       -    39,090.      632,550.      MT  (+/- 180 meters Scaled)
 CK2043
 CK2043                          SUPERSEDED SURVEY CONTROL
 CK2043
 CK2043  NGVD 29 (03/21/89)    4.237  (m)           13.90   (f) ADJUSTED    1 2
 CK2043
 CK2043.Superseded values are not recommended for survey control.
 CK2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2043.See file dsdata.txt to determine how the superseded data were derived.
 CK2043
 CK2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR229610(NAD 83)
 CK2043_MARKER: DJ = TIDAL STATION DISK
 CK2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2043_SP_SET: CONCRETE POST
 CK2043_STAMPING: 9338 G 1981
 CK2043_MARK LOGO: NOS   
 CK2043_PROJECTION: FLUSH
 CK2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2043
 CK2043  HISTORY     - Date     Condition        Report By
 CK2043  HISTORY     - 1981     MONUMENTED       NOS
 CK2043  HISTORY     - 1981     GOOD             SCGS
 CK2043  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CK2043  HISTORY     - 19960611 GOOD             USPSQD
 CK2043  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 CK2043
 CK2043                          STATION DESCRIPTION
 CK2043
 CK2043'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2043'IN HILTON HEAD ISLAND.
 CK2043'0.3 KILOMETER (0.15 MILE) EAST ALONG U.S. HIGHWAY 278 FROM THE
 CK2043'POST OFFICE ON HILTON HEAD, THENCE 2.9 KILOMETERS (1.8 MILES) SOUTH
 CK2043'ALONG COUNTY ROAD S-7-79, THENCE 0.9 KILOMETER (0.55 MILE) SOUTH
 CK2043'ALONG COUNTY ROAD S-7-245, THENCE 0.3 KILOMETER (0.2 MILE) SOUTH
 CK2043'ALONG A SAND ROAD, THENCE 0.2 KILOMETER (0.1 MILE) WEST ALONG A
 CK2043'SAND ROAD TO A BRICK HOUSE ON THE RIGHT, AT THE END OF THE ROAD,
 CK2043'SET AT A FENCE CORNER ON THE RIGHT OF THE DRIVEWAY TO THE BRICK
 CK2043'HOUSE, 21.9 METERS (72.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF
 CK2043'A BRICK HOUSE, 8.2 METERS (27.0 FEET) NORTH NORTHWEST OF THE CENTER
 CK2043'OF THE SAND ROAD, 3.0 METERS (10.0 FEET) EAST NORTHEAST OF THE CENTER
 CK2043'OF THE DRIVEWAY TO THE BRICK HOUSE, 0.6 METER (2.0 FEET) WEST OF
 CK2043'THE SOUTHWEST CORNER POST OF A CHAIN LINK AND A WIRE FENCE.
 CK2043'THE MARK IS 0.1 M ABOVE ROAD.
 CK2043
 CK2043                          STATION RECOVERY (1988)
 CK2043
 CK2043'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2043'MARK NOT FOUND.
 CK2043
 CK2043                          STATION RECOVERY (1996)
 CK2043
 CK2043'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2043'RECOVERED IN GOOD CONDITION.
 CK2043
 CK2043                          STATION RECOVERY (2004)
 CK2043
 CK2043'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2043'CONSTRUCTION OF THE CROSS ISLAND EXPRESSWAY HAS BLOCKED ACCESS FROM
 CK2043'SPANISH WELLS ROAD (S-7-79).  SEARCHED BY GPS ALONG MARSHLAND ROAD FOR
 CK2043'OVER AN HOUR BUT WAS NOT ABLE TO LOCATE STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2042 ***********************************************************************
 CK2042  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2042  DESIGNATION -  866 9338 H TIDAL
 CK2042  PID         -  CK2042
 CK2042  STATE/COUNTY-  SC/BEAUFORT
 CK2042  USGS QUAD   -  BLUFFTON (1972)
 CK2042
 CK2042                         *CURRENT SURVEY CONTROL
 CK2042  ___________________________________________________________________
 CK2042* NAD 83(1986)-  32 11 20.     (N)    080 45 21.     (W)     SCALED    
 CK2042* NAVD 88     -         5.026  (meters)      16.49   (feet)  ADJUSTED  
 CK2042  ___________________________________________________________________
 CK2042  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CK2042  DYNAMIC HT  -           5.020 (meters)      16.47  (feet)  COMP
 CK2042  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CK2042
 CK2042  VERT ORDER  -  FIRST     CLASS II
 CK2042
 CK2042.The horizontal coordinates were scaled from a topographic map and have
 CK2042.an estimated accuracy of +/- 6 seconds.
 CK2042
 CK2042.The orthometric height was determined by differential leveling
 CK2042.and adjusted by the National Geodetic Survey in June 1991..
 CK2042
 CK2042.This Tidal Bench Mark is designated as VM 4627
 CK2042.by the Center for Operational Oceanographic Products and Services.
 CK2042
 CK2042.The geoid height was determined by GEOID03.
 CK2042
 CK2042.The dynamic height is computed by dividing the NAVD 88
 CK2042.geopotential number by the normal gravity value computed on the
 CK2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2042.degrees latitude (g = 980.6199 gals.).
 CK2042
 CK2042.The modeled gravity was interpolated from observed gravity values.
 CK2042
 CK2042;                    North         East    Units  Estimated Accuracy
 CK2042;SPC SC       -    39,460.      632,630.      MT  (+/- 180 meters Scaled)
 CK2042
 CK2042                          SUPERSEDED SURVEY CONTROL
 CK2042
 CK2042  NGVD 29 (03/21/89)    5.307  (m)           17.41   (f) ADJUSTED    1 2
 CK2042
 CK2042.Superseded values are not recommended for survey control.
 CK2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2042.See file dsdata.txt to determine how the superseded data were derived.
 CK2042
 CK2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR230613(NAD 83)
 CK2042_MARKER: DJ = TIDAL STATION DISK
 CK2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2042_SP_SET: CONCRETE POST
 CK2042_STAMPING: 9338 H 1981
 CK2042_MARK LOGO: NOS   
 CK2042_PROJECTION: FLUSH
 CK2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2042
 CK2042  HISTORY     - Date     Condition        Report By
 CK2042  HISTORY     - 1981     MONUMENTED       NOS
 CK2042  HISTORY     - 1981     GOOD             SCGS
 CK2042  HISTORY     - 1988     GOOD             USPSQD
 CK2042  HISTORY     - 19960611 GOOD             USPSQD
 CK2042  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 CK2042
 CK2042                          STATION DESCRIPTION
 CK2042
 CK2042'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2042'IN HILTON HEAD ISLAND.
 CK2042'0.3 KILOMETER (0.15 MILE) EAST ALONG U.S. HIGHWAY 278 FROM THE POST
 CK2042'OFFICE ON HILTON HEAD, THENCE 2.9 KILOMETERS (1.8 MILES) SOUTH ALONG
 CK2042'COUNTY ROAD S-7-79, THENCE 0.9 KILOMETER (0.55 MILE) SOUTH ALONG
 CK2042'COUNTY ROAD S-7-336, THENCE 0.5 KILOMETER (0.3 MILE) EAST ALONG
 CK2042'COUNTY ROAD S-7-245 TO A SAND ROAD RIGHT, SET BY A POWER POLE WITH
 CK2042'ANCHOR ACROSS THE ROAD FROM THE SAND ROAD, 10.82 METERS (35.5 FEET)
 CK2042'NORTH OF THE CENTER OF THE ROAD, 9.75 METERS (32.0 FEET) EAST OF
 CK2042'THE EXTENDED CENTER OF THE SAND ROAD, 4.02 METERS (13.2 FEET)
 CK2042'NORTH OF A POWERLINE POLE, 0.60 METER (2.0 FEET) EAST SOUTHEAST OF
 CK2042'THE GUY WIRE ANCHOR TO THE POWER POLE.
 CK2042'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CK2042'THE MARK IS 0.70 M ABOVE ROAD.
 CK2042
 CK2042                          STATION RECOVERY (1988)
 CK2042
 CK2042'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2042'RECOVERED IN GOOD CONDITION.
 CK2042
 CK2042                          STATION RECOVERY (1996)
 CK2042
 CK2042'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2042'RECOVERED IN GOOD CONDITION.
 CK2042
 CK2042                          STATION RECOVERY (2004)
 CK2042
 CK2042'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK2042'CONSTRUCTION OF THE CROSS ISLAND EXPRESSWAY HAS BLOCKED ACCESS FROM
 CK2042'SPANISH WELLS ROAD (S-7-79).  SEARCHED BY GPS ALONG MARSHLAND ROAD FOR
 CK2042'OVER AN HOUR BUT WAS NOT ABLE TO LOCATE STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1974 ***********************************************************************
 CK1974  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1974  DESIGNATION -  866 9346 B TIDAL
 CK1974  PID         -  CK1974
 CK1974  STATE/COUNTY-  SC/JASPER
 CK1974  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1974
 CK1974                         *CURRENT SURVEY CONTROL
 CK1974  ___________________________________________________________________
 CK1974* NAD 83(1986)-  32 10 29.     (N)    080 58 01.     (W)     SCALED    
 CK1974* NAVD 88     -         0.944  (meters)       3.10   (feet)  ADJUSTED  
 CK1974  ___________________________________________________________________
 CK1974  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 CK1974  DYNAMIC HT  -           0.943 (meters)       3.09  (feet)  COMP
 CK1974  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CK1974
 CK1974  VERT ORDER  -  FIRST     CLASS II
 CK1974
 CK1974.The horizontal coordinates were scaled from a topographic map and have
 CK1974.an estimated accuracy of +/- 6 seconds.
 CK1974
 CK1974.The orthometric height was determined by differential leveling
 CK1974.and adjusted by the National Geodetic Survey in June 1991..
 CK1974
 CK1974.This Tidal Bench Mark is designated as VM 4628
 CK1974.by the Center for Operational Oceanographic Products and Services.
 CK1974
 CK1974.The geoid height was determined by GEOID03.
 CK1974
 CK1974.The dynamic height is computed by dividing the NAVD 88
 CK1974.geopotential number by the normal gravity value computed on the
 CK1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1974.degrees latitude (g = 980.6199 gals.).
 CK1974
 CK1974.The modeled gravity was interpolated from observed gravity values.
 CK1974
 CK1974;                    North         East    Units  Estimated Accuracy
 CK1974;SPC SC       -    37,860.      612,720.      MT  (+/- 180 meters Scaled)
 CK1974
 CK1974                          SUPERSEDED SURVEY CONTROL
 CK1974
 CK1974  NGVD 29 (03/21/89)    1.223  (m)            4.01   (f) ADJUSTED    1 2
 CK1974
 CK1974.Superseded values are not recommended for survey control.
 CK1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1974.See file dsdata.txt to determine how the superseded data were derived.
 CK1974
 CK1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR031598(NAD 83)
 CK1974_MARKER: DJ = TIDAL STATION DISK
 CK1974_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1974_SP_SET: STAINLESS STEEL ROD
 CK1974_STAMPING: 9346 B 1981
 CK1974_MARK LOGO: NOS   
 CK1974_PROJECTION: RECESSED 5 CENTIMETERS
 CK1974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1974+STABILITY: POSITION/ELEVATION WELL
 CK1974_ROD/PIPE-DEPTH: 9.10 meters
 CK1974
 CK1974  HISTORY     - Date     Condition        Report By
 CK1974  HISTORY     - 1981     MONUMENTED       NOS
 CK1974  HISTORY     - 1981     GOOD             SCGS
 CK1974
 CK1974                          STATION DESCRIPTION
 CK1974
 CK1974'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1974'10.4 KM (6.4 MI) NE FROM SAVANNAH.
 CK1974'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1974'17, FROM THE NORTHEAST END OF THE BACK RIVER BRIDGE AND THE SOUTH
 CK1974'CAROLINA STATE LINE, JUST NORTH OF SAVANNAH GEORGIA, THENCE 4.0
 CK1974'KILOMETERS (2.4 MILES) NORTHEAST ALONG STATE HIGHWAY ALTERNATE 170,
 CK1974'THENCE 6.2 KILOMETERS (3.85 MILES) SOUTH, REVERSE FORK RIGHT, ALONG
 CK1974'COUNTY ROAD S-27-193, THENCE 0.9 KILOMETER (0.55 MILE) EAST ALONG
 CK1974'COUNTY ROAD S-27-193 TO THE ENTRANCE OF THE RED BLUFF PLANTATION,
 CK1974'CONTINUE STRAIGHT, EASTERLY, THROUGH A GATE ON A SAND ROAD, THENCE
 CK1974'3.2 KILOMETERS (2.0 MILES) NORTH ALONG A SAND ROAD TO A AREA KNOWN
 CK1974'AS DEMBO, AT THE RIVERS EDGE, SET 33.8 METERS (111.0 FEET) WEST
 CK1974'SOUTHWEST OF THE CENTER OF THE ROAD, 54.8 METERS (180.0 FEET) SOUTH
 CK1974'OF THE STAFF PLATFORM AND A 3 BRANCH 12 INCH OAK, 2.9 METERS
 CK1974'(9.5 FEET) EAST OF A 12 INCH PINE TREE.
 CK1974'THE MARK IS 1.0 METERS  SSE FROM A WITNESS POST.
 CK1974'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1975 ***********************************************************************
 CK1975  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1975  DESIGNATION -  866 9346 D TIDAL
 CK1975  PID         -  CK1975
 CK1975  STATE/COUNTY-  SC/JASPER
 CK1975  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1975
 CK1975                         *CURRENT SURVEY CONTROL
 CK1975  ___________________________________________________________________
 CK1975* NAD 83(1986)-  32 10 29.     (N)    080 58 03.     (W)     SCALED    
 CK1975* NAVD 88     -         0.942  (meters)       3.09   (feet)  ADJUSTED  
 CK1975  ___________________________________________________________________
 CK1975  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 CK1975  DYNAMIC HT  -           0.941 (meters)       3.09  (feet)  COMP
 CK1975  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 CK1975
 CK1975  VERT ORDER  -  FIRST     CLASS II
 CK1975
 CK1975.The horizontal coordinates were scaled from a topographic map and have
 CK1975.an estimated accuracy of +/- 6 seconds.
 CK1975
 CK1975.The orthometric height was determined by differential leveling
 CK1975.and adjusted by the National Geodetic Survey in June 1991..
 CK1975
 CK1975.This Tidal Bench Mark is designated as VM 4629
 CK1975.by the Center for Operational Oceanographic Products and Services.
 CK1975
 CK1975.The geoid height was determined by GEOID03.
 CK1975
 CK1975.The dynamic height is computed by dividing the NAVD 88
 CK1975.geopotential number by the normal gravity value computed on the
 CK1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1975.degrees latitude (g = 980.6199 gals.).
 CK1975
 CK1975.The modeled gravity was interpolated from observed gravity values.
 CK1975
 CK1975;                    North         East    Units  Estimated Accuracy
 CK1975;SPC SC       -    37,860.      612,670.      MT  (+/- 180 meters Scaled)
 CK1975
 CK1975                          SUPERSEDED SURVEY CONTROL
 CK1975
 CK1975  NGVD 29 (03/21/89)    1.221  (m)            4.01   (f) ADJUSTED    1 2
 CK1975
 CK1975.Superseded values are not recommended for survey control.
 CK1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1975.See file dsdata.txt to determine how the superseded data were derived.
 CK1975
 CK1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR030598(NAD 83)
 CK1975_MARKER: DJ = TIDAL STATION DISK
 CK1975_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1975_SP_SET: STAINLESS STEEL ROD
 CK1975_STAMPING: 9346 D 1981
 CK1975_MARK LOGO: NOS   
 CK1975_PROJECTION: RECESSED 5 CENTIMETERS
 CK1975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1975+STABILITY: POSITION/ELEVATION WELL
 CK1975_ROD/PIPE-DEPTH: 10.4 meters
 CK1975
 CK1975  HISTORY     - Date     Condition        Report By
 CK1975  HISTORY     - 1981     MONUMENTED       NOS
 CK1975  HISTORY     - 1981     GOOD             SCGS
 CK1975
 CK1975                          STATION DESCRIPTION
 CK1975
 CK1975'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1975'10.4 KM (6.4 MI) NE FROM SAVANNAH.
 CK1975'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1975'17, FROM THE NORTHEAST END OF THE BACK RIVER BRIDGE AND THE SOUTH
 CK1975'CAROLINA STATE LINE, JUST NORTH OF SAVANNAH GEORGIA, THENCE 4.0
 CK1975'KILOMETERS (2.4 MILES) NORTHEAST ALONG STATE HIGHWAY ALTERNATE 170,
 CK1975'THENCE 6.2 KILOMETERS (3.85 MILES) SOUTH, REVERSE FORK RIGHT, ALONG
 CK1975'COUNTY ROAD S-27-193, THENCE 0.9 KILOMETER (0.55 MILE) EAST ALONG
 CK1975'COUNTY ROAD S-27-193 TO THE ENTRANCE OF THE RED BLUFF PLANTATION,
 CK1975'CONTINUE STRAIGHT, EASTERLY, THROUGH A GATE ON A SAND ROAD, THENCE
 CK1975'3.2 KILOMETERS (2.0 MILES) NORTH ALONG A SAND ROAD TO A AREA KNOWN
 CK1975'AS DEMBO, AT THE WATERS EDGE, SET 91 PACES SOUTH SOUTHWEST OF THE
 CK1975'GAGE AND STAFF AT THE END OF THE ROAD, 79.8 METERS (262.0 FEET)
 CK1975'WEST SOUTHWEST OF THE ROAD, 2.5 METERS (8.5 FEET) SOUTHWEST OF A
 CK1975'12 INCH PINE TREE, 6.2 METERS (20.5 FEET) EAST SOUTHEAST OF A 14 INCH
 CK1975'PALMETTO TREE.
 CK1975'THE MARK IS 2.0 METERS  N FROM  SMALL METAL POST
 CK1975'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1977 ***********************************************************************
 CK1977  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1977  DESIGNATION -  866 9346 F TIDAL
 CK1977  PID         -  CK1977
 CK1977  STATE/COUNTY-  SC/JASPER
 CK1977  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1977
 CK1977                         *CURRENT SURVEY CONTROL
 CK1977  ___________________________________________________________________
 CK1977* NAD 83(1986)-  32 10 31.     (N)    080 57 58.     (W)     SCALED    
 CK1977* NAVD 88     -         1.132  (meters)       3.71   (feet)  ADJUSTED  
 CK1977  ___________________________________________________________________
 CK1977  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 CK1977  DYNAMIC HT  -           1.131 (meters)       3.71  (feet)  COMP
 CK1977  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CK1977
 CK1977  VERT ORDER  -  FIRST     CLASS II
 CK1977
 CK1977.The horizontal coordinates were scaled from a topographic map and have
 CK1977.an estimated accuracy of +/- 6 seconds.
 CK1977
 CK1977.The orthometric height was determined by differential leveling
 CK1977.and adjusted by the National Geodetic Survey in June 1991..
 CK1977
 CK1977.This Tidal Bench Mark is designated as VM 4630
 CK1977.by the Center for Operational Oceanographic Products and Services.
 CK1977
 CK1977.The geoid height was determined by GEOID03.
 CK1977
 CK1977.The dynamic height is computed by dividing the NAVD 88
 CK1977.geopotential number by the normal gravity value computed on the
 CK1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1977.degrees latitude (g = 980.6199 gals.).
 CK1977
 CK1977.The modeled gravity was interpolated from observed gravity values.
 CK1977
 CK1977;                    North         East    Units  Estimated Accuracy
 CK1977;SPC SC       -    37,930.      612,800.      MT  (+/- 180 meters Scaled)
 CK1977
 CK1977                          SUPERSEDED SURVEY CONTROL
 CK1977
 CK1977  NGVD 29 (03/21/89)    1.411  (m)            4.63   (f) ADJUSTED    1 2
 CK1977
 CK1977.Superseded values are not recommended for survey control.
 CK1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1977.See file dsdata.txt to determine how the superseded data were derived.
 CK1977
 CK1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR031598(NAD 83)
 CK1977_MARKER: DJ = TIDAL STATION DISK
 CK1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1977_SP_SET: CONCRETE POST
 CK1977_STAMPING: 9346 F 1981
 CK1977_MARK LOGO: NOS   
 CK1977_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1977
 CK1977  HISTORY     - Date     Condition        Report By
 CK1977  HISTORY     - 1981     MONUMENTED       NOS
 CK1977  HISTORY     - 1981     GOOD             SCGS
 CK1977
 CK1977                          STATION DESCRIPTION
 CK1977
 CK1977'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1977'10.4 KM (6.4 MI) NE FROM SAVANNAH.
 CK1977'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE 17,
 CK1977'FROM THE NORTHEAST END OF THE BACK RIVER BRIDGE AND THE SOUTH CAROLINA
 CK1977'STATE LINE, JUST NORTH OF SAVANNAH GEORGIA, THENCE 4.0 KILOMETERS
 CK1977'(2.4 MILES) NORTHEAST ALONG STATE HIGHWAY ALTERNATE 170, THENCE
 CK1977'6.2 KILOMETERS (3.85 MILES) SOUTH, REVERSE FORK RIGHT, ALONG COUNTY
 CK1977'ROAD S-27-193, THENCE 0.9 KILOMETER (0.55 MILE) EAST ALONG COUNTY
 CK1977'S-27-193 TO THE ENTRANCE OF THE RED BLUFF PLANTATION, CONTINUE
 CK1977'STRAIGHT, EASTERLY, THROUGH A GATE ON A SAND ROAD, THENCE 3.2
 CK1977'KILOMETERS (2.0 MILES) NORTH ALONG THE SAND ROAD, TO A AREA KNOWN
 CK1977'AS DEMBO, AT THE RIVERS EDGE, SET AT THE END OF THE ROAD, NEAR THE
 CK1977'WATERS EDGE, 11.6 METERS (38.0 FEET) SOUTHEAST OF A 15 INCH 3 BRANCH
 CK1977'OAK TREE, 11.0 METERS (36.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 CK1977'OF THE GAGE PLATFORM, 9.4 METERS (31.0 FEET) SOUTH SOUTHEAST OF THE
 CK1977'RIVER BANK, 6.5 METERS (21.5 FEET) NORTHEAST OF THE CENTER OF THE
 CK1977'ROAD.
 CK1977'THE MARK IS 17.0 METERS  SW FROM  SIGN ON PALM TREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1976 ***********************************************************************
 CK1976  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1976  DESIGNATION -  866 9346 G TIDAL
 CK1976  PID         -  CK1976
 CK1976  STATE/COUNTY-  SC/JASPER
 CK1976  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1976
 CK1976                         *CURRENT SURVEY CONTROL
 CK1976  ___________________________________________________________________
 CK1976* NAD 83(1986)-  32 10 31.     (N)    080 58 06.     (W)     SCALED    
 CK1976* NAVD 88     -         1.039  (meters)       3.41   (feet)  ADJUSTED  
 CK1976  ___________________________________________________________________
 CK1976  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 CK1976  DYNAMIC HT  -           1.038 (meters)       3.41  (feet)  COMP
 CK1976  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 CK1976
 CK1976  VERT ORDER  -  FIRST     CLASS II
 CK1976
 CK1976.The horizontal coordinates were scaled from a topographic map and have
 CK1976.an estimated accuracy of +/- 6 seconds.
 CK1976
 CK1976.The orthometric height was determined by differential leveling
 CK1976.and adjusted by the National Geodetic Survey in June 1991..
 CK1976
 CK1976.This Tidal Bench Mark is designated as VM 4631
 CK1976.by the Center for Operational Oceanographic Products and Services.
 CK1976
 CK1976.The geoid height was determined by GEOID03.
 CK1976
 CK1976.The dynamic height is computed by dividing the NAVD 88
 CK1976.geopotential number by the normal gravity value computed on the
 CK1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1976.degrees latitude (g = 980.6199 gals.).
 CK1976
 CK1976.The modeled gravity was interpolated from observed gravity values.
 CK1976
 CK1976;                    North         East    Units  Estimated Accuracy
 CK1976;SPC SC       -    37,930.      612,590.      MT  (+/- 180 meters Scaled)
 CK1976
 CK1976                          SUPERSEDED SURVEY CONTROL
 CK1976
 CK1976  NGVD 29 (03/21/89)    1.317  (m)            4.32   (f) ADJUSTED    1 2
 CK1976
 CK1976.Superseded values are not recommended for survey control.
 CK1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1976.See file dsdata.txt to determine how the superseded data were derived.
 CK1976
 CK1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR029598(NAD 83)
 CK1976_MARKER: DJ = TIDAL STATION DISK
 CK1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1976_SP_SET: CONCRETE POST
 CK1976_STAMPING: 9346 G 1981
 CK1976_MARK LOGO: NOS   
 CK1976_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1976
 CK1976  HISTORY     - Date     Condition        Report By
 CK1976  HISTORY     - 1981     MONUMENTED       NOS
 CK1976  HISTORY     - 1981     GOOD             SCGS
 CK1976
 CK1976                          STATION DESCRIPTION
 CK1976
 CK1976'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1976'10.4 KM (6.4 MI) NE FROM SAVANNAH.
 CK1976'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE 17,
 CK1976'FROM THE NORTHEAST END OF THE BACK RIVER BRIDGE AND THE SOUTH
 CK1976'CAROLINA STATE LINE, JUST NORTH OF SAVANNAH GEORGIA, THENCE 4.0
 CK1976'KILOMETERS (2.4 MILES) NORTHEAST ALONG STATE HIGHWAY ALTERNATE 170,
 CK1976'THENCE 6.2 KILOMETERS (3.85 MILES) SOUTH, REVERSE FORK RIGHT, ALONG
 CK1976'COUNTY ROAD S-27-193, THENCE 0.9 KILOMETER (0.55 MILE) EAST ALONG
 CK1976'COUNTY ROAD S-27-193 TO THE ENTRANCE OF THE RED BLUFF PLANTATION,
 CK1976'CONTINUE STRAIGHT, EASTERLY, THROUGH A GATE ON A SAND ROAD, THENCE
 CK1976'3.2 KILOMETERS (2.0 MILES) NORTH ALONG A SAND ROAD TO A AREA KNOWN
 CK1976'AS DEMBO, AT THE RIVERS EDGE, SET IN A GROUP OF PALM TREES ALONG
 CK1976'THE RIVER BANK, WEST OF THE ROAD, 77.7 METERS (255.0 FEET) WEST OF
 CK1976'THE END OF THE ROAD ALONG THE BANK, 7.6 METERS (25.0 FEET) SOUTH
 CK1976'SOUTHEAST OF THE RIVER BANK, 7.9 METERS (26.0 FEET) SOUTHEAST OF
 CK1976'A 15 INCH PINE TREE AT THE WATERS EDGE, 3.3 METERS (11.0 FEET) WEST
 CK1976'OF A 12 INCH PALMETTO TREE.
 CK1976'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1978 ***********************************************************************
 CK1978  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1978  DESIGNATION -  866 9346 H TIDAL
 CK1978  PID         -  CK1978
 CK1978  STATE/COUNTY-  SC/JASPER
 CK1978  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1978
 CK1978                         *CURRENT SURVEY CONTROL
 CK1978  ___________________________________________________________________
 CK1978* NAD 83(1986)-  32 10 33.     (N)    080 57 49.     (W)     SCALED    
 CK1978* NAVD 88     -         1.084  (meters)       3.56   (feet)  ADJUSTED  
 CK1978  ___________________________________________________________________
 CK1978  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 CK1978  DYNAMIC HT  -           1.082 (meters)       3.55  (feet)  COMP
 CK1978  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 CK1978
 CK1978  VERT ORDER  -  FIRST     CLASS II
 CK1978
 CK1978.The horizontal coordinates were scaled from a topographic map and have
 CK1978.an estimated accuracy of +/- 6 seconds.
 CK1978
 CK1978.The orthometric height was determined by differential leveling
 CK1978.and adjusted by the National Geodetic Survey in June 1991..
 CK1978
 CK1978.This Tidal Bench Mark is designated as VM 4632
 CK1978.by the Center for Operational Oceanographic Products and Services.
 CK1978
 CK1978.The geoid height was determined by GEOID03.
 CK1978
 CK1978.The dynamic height is computed by dividing the NAVD 88
 CK1978.geopotential number by the normal gravity value computed on the
 CK1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1978.degrees latitude (g = 980.6199 gals.).
 CK1978
 CK1978.The modeled gravity was interpolated from observed gravity values.
 CK1978
 CK1978;                    North         East    Units  Estimated Accuracy
 CK1978;SPC SC       -    37,990.      613,030.      MT  (+/- 180 meters Scaled)
 CK1978
 CK1978                          SUPERSEDED SURVEY CONTROL
 CK1978
 CK1978  NGVD 29 (03/21/89)    1.362  (m)            4.47   (f) ADJUSTED    1 2
 CK1978
 CK1978.Superseded values are not recommended for survey control.
 CK1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1978.See file dsdata.txt to determine how the superseded data were derived.
 CK1978
 CK1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR034599(NAD 83)
 CK1978_MARKER: DJ = TIDAL STATION DISK
 CK1978_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1978_SP_SET: STAINLESS STEEL ROD
 CK1978_STAMPING: 9346 H 1981
 CK1978_MARK LOGO: NOS   
 CK1978_PROJECTION: RECESSED 5 CENTIMETERS
 CK1978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1978+STABILITY: POSITION/ELEVATION WELL
 CK1978_ROD/PIPE-DEPTH: 7.7  meters
 CK1978
 CK1978  HISTORY     - Date     Condition        Report By
 CK1978  HISTORY     - 1981     MONUMENTED       NOS
 CK1978  HISTORY     - 1981     GOOD             SCGS
 CK1978
 CK1978                          STATION DESCRIPTION
 CK1978
 CK1978'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1978'10.4 KM (6.4 MI) NE FROM SAVANNAH.
 CK1978'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE 17,
 CK1978'FROM THE NORTHEAST END OF THE BACK RIVER BRIDGE AND THE SOUTH CAROLINA
 CK1978'STATE LINE, JUST NORTH OF SAVANNAH GEORGIA, THENCE 4.0 KILOMETERS
 CK1978'(2.4 MILES) NORTHEAST ALONG STATE HIGHWAY ALTERNATE 170, THENCE 6.2
 CK1978'KILOMETERS (3.85 MILES) SOUTH, REVERSE FORK RIGHT, ALONG COUNTY
 CK1978'ROAD S-27-193, THENCE 0.9 KILOMETER (0.55 MILE) EAST ALONG COUNTY
 CK1978'ROAD S-27-193 TO THE ENTRANCE OF THE RED BLUFF PLANTATION, CONTINUE
 CK1978'STRAIGHT, EASTERLY, THROUGH A GATE ON A SAND ROAD, THENCE 3.2
 CK1978'KILOMETERS (2.0 MILES) NORTH ALONG A SAND ROAD TO A AREA KNOWN AS
 CK1978'DEMBO, AT THE RIVERS EDGE, SET ACROSS AND AT THE EAST END OF A
 CK1978'OPEN SWAMP, IN A GROUP OF PINE TREES, 68.6 METERS (225.0 FEET) EAST
 CK1978'OF THE CENTER OF THE ROAD, 25.6 METERS (84.0 FEET) EAST OF A STREAM
 CK1978'CUT THROUGH THE SWAMP, 4.9 METERS (16.0 FEET) SOUTH SOUTHEAST OF
 CK1978'THE RIVER BANK, 2.7 METERS (9.0 FEET) EAST SOUTHEAST OF THE MOST
 CK1978'WESTERLY PINE TREE AT THE EAST END OF THE SWAMP, 1.5 METERS (5.0 FEET)
 CK1978'WEST OF TWO CLOSELY GROWN PINE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1936 ***********************************************************************
 CK1936  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1936  DESIGNATION -  866 9369 A TIDAL
 CK1936  PID         -  CK1936
 CK1936  STATE/COUNTY-  SC/BEAUFORT
 CK1936  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1936
 CK1936                         *CURRENT SURVEY CONTROL
 CK1936  ___________________________________________________________________
 CK1936* NAD 83(1986)-  32 10 45.     (N)    080 53 23.     (W)     SCALED    
 CK1936* NAVD 88     -         2.218  (meters)       7.28   (feet)  ADJUSTED  
 CK1936  ___________________________________________________________________
 CK1936  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 CK1936  DYNAMIC HT  -           2.215 (meters)       7.27  (feet)  COMP
 CK1936  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 CK1936
 CK1936  VERT ORDER  -  FIRST     CLASS II
 CK1936
 CK1936.The horizontal coordinates were scaled from a topographic map and have
 CK1936.an estimated accuracy of +/- 6 seconds.
 CK1936
 CK1936.The orthometric height was determined by differential leveling
 CK1936.and adjusted by the National Geodetic Survey in June 1991..
 CK1936
 CK1936.This Tidal Bench Mark is designated as VM 4633
 CK1936.by the Center for Operational Oceanographic Products and Services.
 CK1936
 CK1936.The geoid height was determined by GEOID03.
 CK1936
 CK1936.The dynamic height is computed by dividing the NAVD 88
 CK1936.geopotential number by the normal gravity value computed on the
 CK1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1936.degrees latitude (g = 980.6199 gals.).
 CK1936
 CK1936.The modeled gravity was interpolated from observed gravity values.
 CK1936
 CK1936;                    North         East    Units  Estimated Accuracy
 CK1936;SPC SC       -    38,360.      620,000.      MT  (+/- 180 meters Scaled)
 CK1936
 CK1936                          SUPERSEDED SURVEY CONTROL
 CK1936
 CK1936  NGVD 29 (03/21/89)    2.498  (m)            8.20   (f) ADJUSTED    1 2
 CK1936
 CK1936.Superseded values are not recommended for survey control.
 CK1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1936.See file dsdata.txt to determine how the superseded data were derived.
 CK1936
 CK1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR103603(NAD 83)
 CK1936_MARKER: DJ = TIDAL STATION DISK
 CK1936_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1936_SP_SET: STAINLESS STEEL ROD
 CK1936_STAMPING: 9369 A 1979
 CK1936_MARK LOGO: NOS   
 CK1936_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1936+STABILITY: POSITION/ELEVATION WELL
 CK1936_ROD/PIPE-DEPTH: 10.9 meters
 CK1936
 CK1936  HISTORY     - Date     Condition        Report By
 CK1936  HISTORY     - 1979     MONUMENTED       NOS
 CK1936  HISTORY     - 1981     GOOD             SCGS
 CK1936
 CK1936                          STATION DESCRIPTION
 CK1936
 CK1936'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1936'6.9 KM (4.3 MI) SW FROM BLUFFTON.
 CK1936'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46, FROM A
 CK1936'POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, THENCE 1.30
 CK1936'KILOMETERS (0.85 MILE) SOUTH ALONG COUNTY ROAD S-7-35, TO THE
 CK1936'ENTRANCE GATE OF THE PALMETTO BLUFF GAME PRESERVE, CONTINUE 6.4
 CK1936'KILOMETERS (4.0 MILES) SOUTH ON A SAND ROAD TO A SIDE ROAD RIGHT,
 CK1936'JUST PAST A SHARP LEFT CURVE, THENCE 2.4 KILOMETERS (1.5 MILES)
 CK1936'RIGHT TURN SOUTH, TO A CROSS ROAD, THENCE 1.1 KILOMETERS (0.7 MILE)
 CK1936'SOUTHEAST, LEFT TURN ON MORELAND ROAD TO THE MORELAND CEMETARY ON THE
 CK1936'RIGHT, CONTINUE 0.24 KILOMETER (0.15 MILE) NORTHEAST TO THE END
 CK1936'OF THE ROAD AND A BOAT RAMP, SET SOUTHWEST OF THE BOAT RAMP IN FRONT
 CK1936'OF TWO 18 INCH PINE TREES, 13.5 METERS (44.5 FEET) SOUTHWEST OF THE
 CK1936'CENTER OF THE BOAT RAMP, 12.2 METERS (40.5 FEET) NORTHEAST
 CK1936'OF A 60 INCH MULTI-TRUNKED OAK TREE, 6.7 METERS (22.0 FEET) NORTHWEST
 CK1936'OF A 24 INCH CEDAR TREE, 5.8 METERS (19.0 FEET) SOUTH OF THE CENTER
 CK1936'OF MORELAND ROAD.
 CK1936'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1937 ***********************************************************************
 CK1937  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1937  DESIGNATION -  866 9369 C TIDAL
 CK1937  PID         -  CK1937
 CK1937  STATE/COUNTY-  SC/BEAUFORT
 CK1937  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1937
 CK1937                         *CURRENT SURVEY CONTROL
 CK1937  ___________________________________________________________________
 CK1937* NAD 83(1986)-  32 10 42.     (N)    080 53 24.     (W)     SCALED    
 CK1937* NAVD 88     -         2.339  (meters)       7.67   (feet)  ADJUSTED  
 CK1937  ___________________________________________________________________
 CK1937  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 CK1937  DYNAMIC HT  -           2.337 (meters)       7.67  (feet)  COMP
 CK1937  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 CK1937
 CK1937  VERT ORDER  -  FIRST     CLASS II
 CK1937
 CK1937.The horizontal coordinates were scaled from a topographic map and have
 CK1937.an estimated accuracy of +/- 6 seconds.
 CK1937
 CK1937.The orthometric height was determined by differential leveling
 CK1937.and adjusted by the National Geodetic Survey in June 1991..
 CK1937
 CK1937.This Tidal Bench Mark is designated as VM 4634
 CK1937.by the Center for Operational Oceanographic Products and Services.
 CK1937
 CK1937.The geoid height was determined by GEOID03.
 CK1937
 CK1937.The dynamic height is computed by dividing the NAVD 88
 CK1937.geopotential number by the normal gravity value computed on the
 CK1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1937.degrees latitude (g = 980.6199 gals.).
 CK1937
 CK1937.The modeled gravity was interpolated from observed gravity values.
 CK1937
 CK1937;                    North         East    Units  Estimated Accuracy
 CK1937;SPC SC       -    38,270.      619,980.      MT  (+/- 180 meters Scaled)
 CK1937
 CK1937                          SUPERSEDED SURVEY CONTROL
 CK1937
 CK1937  NGVD 29 (03/21/89)    2.619  (m)            8.59   (f) ADJUSTED    1 2
 CK1937
 CK1937.Superseded values are not recommended for survey control.
 CK1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1937.See file dsdata.txt to determine how the superseded data were derived.
 CK1937
 CK1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR103602(NAD 83)
 CK1937_MARKER: DJ = TIDAL STATION DISK
 CK1937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1937_SP_SET: STAINLESS STEEL ROD
 CK1937_STAMPING: 9369 C 1979
 CK1937_MARK LOGO: NOS   
 CK1937_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1937+STABILITY: POSITION/ELEVATION WELL
 CK1937_ROD/PIPE-DEPTH: 10.9 meters
 CK1937
 CK1937  HISTORY     - Date     Condition        Report By
 CK1937  HISTORY     - 1979     MONUMENTED       NOS
 CK1937  HISTORY     - 1981     GOOD             SCGS
 CK1937
 CK1937                          STATION DESCRIPTION
 CK1937
 CK1937'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1937'6.9 KM (4.3 MI) SW FROM BLUFFTON.
 CK1937'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46, FROM A
 CK1937'POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, THENCE 1.30
 CK1937'KILOMETERS (0.85 MILE) SOUTH ALONG COUNTY ROAD S-7-35 TO THE
 CK1937'ENTRANCE GATE OF THE PALMETTO BLUFF GAME PRESERVE, CONTINUE 6.4
 CK1937'KILOMETERS (4.0 MILES) SOUTH ON A SAND ROAD TO A SIDE ROAD RIGHT,
 CK1937'JUST PAST A SHARP LEFT CURVE, THENCE 2.4 KILOMETERS (1.5 MILES)
 CK1937'SOUTH, RIGHT TURN TO A CROSS ROAD, THENCE 1.1 KILOMETERS (0.7 MILE)
 CK1937'SOUTHEAST, LEFT TURN ON MORELAND ROAD TO THE MORELAND CEMETARY ON THE
 CK1937'RIGHT, CONTINUE 0.24 KILOMETER (0.15 MILE) NORTHEAST TO THE END
 CK1937'OF THE ROAD AND A BOAT RAMP, SET ABOUT 80 YARDS SOUTHWEST OF THE
 CK1937'BOAT RAMP, ON THE EAST SIDE OF ROAD IN FRONT OF 50 INCH LIVE OAK
 CK1937'TREE, 9.75 METERS (32.0 FEET) EAST SOUTHEAST OF THE CENTER OF THE
 CK1937'ROAD, 2.1 METERS (7.0 FEET) NORTHWEST OF THE 50 INCH OAK TREE.
 CK1937'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1938 ***********************************************************************
 CK1938  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1938  DESIGNATION -  866 9369 E TIDAL
 CK1938  PID         -  CK1938
 CK1938  STATE/COUNTY-  SC/BEAUFORT
 CK1938  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1938
 CK1938                         *CURRENT SURVEY CONTROL
 CK1938  ___________________________________________________________________
 CK1938* NAD 83(1986)-  32 10 40.     (N)    080 53 27.     (W)     SCALED    
 CK1938* NAVD 88     -         2.529  (meters)       8.30   (feet)  ADJUSTED  
 CK1938  ___________________________________________________________________
 CK1938  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 CK1938  DYNAMIC HT  -           2.526 (meters)       8.29  (feet)  COMP
 CK1938  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 CK1938
 CK1938  VERT ORDER  -  FIRST     CLASS II
 CK1938
 CK1938.The horizontal coordinates were scaled from a topographic map and have
 CK1938.an estimated accuracy of +/- 6 seconds.
 CK1938
 CK1938.The orthometric height was determined by differential leveling
 CK1938.and adjusted by the National Geodetic Survey in June 1991..
 CK1938
 CK1938.This Tidal Bench Mark is designated as VM 4635
 CK1938.by the Center for Operational Oceanographic Products and Services.
 CK1938
 CK1938.The geoid height was determined by GEOID03.
 CK1938
 CK1938.The dynamic height is computed by dividing the NAVD 88
 CK1938.geopotential number by the normal gravity value computed on the
 CK1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1938.degrees latitude (g = 980.6199 gals.).
 CK1938
 CK1938.The modeled gravity was interpolated from observed gravity values.
 CK1938
 CK1938;                    North         East    Units  Estimated Accuracy
 CK1938;SPC SC       -    38,210.      619,900.      MT  (+/- 180 meters Scaled)
 CK1938
 CK1938                          SUPERSEDED SURVEY CONTROL
 CK1938
 CK1938  NGVD 29 (03/21/89)    2.809  (m)            9.22   (f) ADJUSTED    1 2
 CK1938
 CK1938.Superseded values are not recommended for survey control.
 CK1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1938.See file dsdata.txt to determine how the superseded data were derived.
 CK1938
 CK1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR102601(NAD 83)
 CK1938_MARKER: DJ = TIDAL STATION DISK
 CK1938_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1938_SP_SET: STAINLESS STEEL ROD
 CK1938_STAMPING: 9369 E 1979
 CK1938_MARK LOGO: NOS   
 CK1938_PROJECTION: FLUSH
 CK1938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1938+STABILITY: POSITION/ELEVATION WELL
 CK1938_ROD/PIPE-DEPTH: 10.9 meters
 CK1938
 CK1938  HISTORY     - Date     Condition        Report By
 CK1938  HISTORY     - 1979     MONUMENTED       NOS
 CK1938  HISTORY     - 1981     GOOD             SCGS
 CK1938
 CK1938                          STATION DESCRIPTION
 CK1938
 CK1938'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1938'6.9 KM (4.3 MI) SW FROM BLUFFTON.
 CK1938'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46, FROM A
 CK1938'POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, THENCE 1.3
 CK1938'KILOMETERS (0.85 MILE) SOUTH ALONG COUNTY ROAD S-7-35 TO THE ENTRANCE
 CK1938'GATE OF THE PALMETTO BLUFF GAME PRESERVE, CONTINUE 6.4 KILOMETERS
 CK1938'(4.0 MILES) SOUTH TO A SAND ROAD RIGHT JUST PAST A SHARP LEFT CURVE,
 CK1938'THENCE 2.4 KILOMETERS (1.5 MILES) SOUTH, RIGHT TURN TO A CROSS ROAD,
 CK1938'THENCE 1.1 KILOMETERS (0.7 MILE) SOUTHEAST LEFT TURN ON MORELAND
 CK1938'ROAD TO A CEMETARY ON THE RIGHT, SET ON THE EAST SIDE OF THE ROAD,
 CK1938'BEHIND 2 CLOSELY GROWN PINE TREES, NORTHEAST OF THE CEMETARY, 76.2
 CK1938'METERS (250.0 FEET) NORTHEAST OF THE 4 FOOT HIGH RICHARD JONES
 CK1938'HEAD STONE, 3.3 METERS (11.0 FEET) SOUTHEAST OF THE CENTER OF THE
 CK1938'ROAD, 1.2 METERS (4.0 FEET) SOUTHEAST OF THE CENTER OF THE TWO PINE
 CK1938'TREES.
 CK1938'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1939 ***********************************************************************
 CK1939  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1939  DESIGNATION -  866 9369 F TIDAL
 CK1939  PID         -  CK1939
 CK1939  STATE/COUNTY-  SC/BEAUFORT
 CK1939  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1939
 CK1939                         *CURRENT SURVEY CONTROL
 CK1939  ___________________________________________________________________
 CK1939* NAD 83(1986)-  32 10 47.     (N)    080 53 24.     (W)     SCALED    
 CK1939* NAVD 88     -         1.968  (meters)       6.46   (feet)  ADJUSTED  
 CK1939  ___________________________________________________________________
 CK1939  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 CK1939  DYNAMIC HT  -           1.966 (meters)       6.45  (feet)  COMP
 CK1939  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 CK1939
 CK1939  VERT ORDER  -  FIRST     CLASS II
 CK1939
 CK1939.The horizontal coordinates were scaled from a topographic map and have
 CK1939.an estimated accuracy of +/- 6 seconds.
 CK1939
 CK1939.The orthometric height was determined by differential leveling
 CK1939.and adjusted by the National Geodetic Survey in June 1991..
 CK1939
 CK1939.This Tidal Bench Mark is designated as VM 4636
 CK1939.by the Center for Operational Oceanographic Products and Services.
 CK1939
 CK1939.The geoid height was determined by GEOID03.
 CK1939
 CK1939.The dynamic height is computed by dividing the NAVD 88
 CK1939.geopotential number by the normal gravity value computed on the
 CK1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1939.degrees latitude (g = 980.6199 gals.).
 CK1939
 CK1939.The modeled gravity was interpolated from observed gravity values.
 CK1939
 CK1939;                    North         East    Units  Estimated Accuracy
 CK1939;SPC SC       -    38,420.      619,980.      MT  (+/- 180 meters Scaled)
 CK1939
 CK1939                          SUPERSEDED SURVEY CONTROL
 CK1939
 CK1939  NGVD 29 (03/21/89)    2.249  (m)            7.38   (f) ADJUSTED    1 2
 CK1939
 CK1939.Superseded values are not recommended for survey control.
 CK1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1939.See file dsdata.txt to determine how the superseded data were derived.
 CK1939
 CK1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR103603(NAD 83)
 CK1939_MARKER: DJ = TIDAL STATION DISK
 CK1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1939_SP_SET: CONCRETE POST
 CK1939_STAMPING: 9369 F 1981
 CK1939_MARK LOGO: NOS   
 CK1939_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1939
 CK1939  HISTORY     - Date     Condition        Report By
 CK1939  HISTORY     - 1981     MONUMENTED       NOS
 CK1939  HISTORY     - 1981     GOOD             SCGS
 CK1939
 CK1939                          STATION DESCRIPTION
 CK1939
 CK1939'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1939'6.9 KM (4.3 MI) SW FROM BLUFFTON.
 CK1939'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46, FROM A
 CK1939'POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, THENCE 1.30
 CK1939'KILOMETERS (0.85 MILES) SOUTH ALONG COUNTY ROAD S-7-35, TO THE
 CK1939'ENTRANCE GATE OF THE PALMETTO BLUFF GAME PRESERVE, CONTINUE 6.4
 CK1939'KILOMETERS (4.0 MILES) SOUTH ON A SAND ROAD TO SIDE ROAD RIGHT,
 CK1939'JUST PAST A SHARP LEFT CURVE, THENCE 2.4 KILOMETERS (1.5 MILES) SOUTH,
 CK1939'RIGHT TURN, TO A CROSSROAD, THENCE 1.1 KILOMETERS (0.7 MILE)
 CK1939'SOUTHEAST, LEFT TURN, ON MORELAND ROAD TO THE MORELAND CEMETARY ON
 CK1939'THE RIGHT, CONTINUE 0.24 KILOMETER (0.15 MILE) NORTHEAST TO THE
 CK1939'END OF THE ROAD AND A BOAT RAMP, SET ABOUT 50 YARDS NORTH OF THE
 CK1939'CENTER OF THE BOAT RAMP BY THE RUINS OF A OLD BUILDING, 52.1 METERS
 CK1939'(171.0 FEET) NORTH NORTHEAST OF 9369 A, 7.7 METERS (25.6 FEET)
 CK1939'NORTH NORTHWEST OF A 40 INCH OAK TREE, 4.1 METERS (13.8 FEET)
 CK1939'SOUTHEAST OF A 2 FOOT BY 2 FOOT BY 6 INCH HIGH CONCRETE WELL HEAD,
 CK1939'1.9 METERS (6.5 FEET) WEST OF A 20 INCH HIGH GALVANIZED PIPE,
 CK1939'5.9 METERS (19.5 FEET) SOUTH OF A 24 INCH CEDAR TREE.
 CK1939'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1940 ***********************************************************************
 CK1940  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1940  DESIGNATION -  866 9369 G TIDAL
 CK1940  PID         -  CK1940
 CK1940  STATE/COUNTY-  SC/BEAUFORT
 CK1940  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1940
 CK1940                         *CURRENT SURVEY CONTROL
 CK1940  ___________________________________________________________________
 CK1940* NAD 83(1986)-  32 10 42.     (N)    080 53 29.     (W)     SCALED    
 CK1940* NAVD 88     -         2.561  (meters)       8.40   (feet)  ADJUSTED  
 CK1940  ___________________________________________________________________
 CK1940  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 CK1940  DYNAMIC HT  -           2.558 (meters)       8.39  (feet)  COMP
 CK1940  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 CK1940
 CK1940  VERT ORDER  -  FIRST     CLASS II
 CK1940
 CK1940.The horizontal coordinates were scaled from a topographic map and have
 CK1940.an estimated accuracy of +/- 6 seconds.
 CK1940
 CK1940.The orthometric height was determined by differential leveling
 CK1940.and adjusted by the National Geodetic Survey in June 1991..
 CK1940
 CK1940.This Tidal Bench Mark is designated as VM 4637
 CK1940.by the Center for Operational Oceanographic Products and Services.
 CK1940
 CK1940.The geoid height was determined by GEOID03.
 CK1940
 CK1940.The dynamic height is computed by dividing the NAVD 88
 CK1940.geopotential number by the normal gravity value computed on the
 CK1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1940.degrees latitude (g = 980.6199 gals.).
 CK1940
 CK1940.The modeled gravity was interpolated from observed gravity values.
 CK1940
 CK1940;                    North         East    Units  Estimated Accuracy
 CK1940;SPC SC       -    38,270.      619,840.      MT  (+/- 180 meters Scaled)
 CK1940
 CK1940                          SUPERSEDED SURVEY CONTROL
 CK1940
 CK1940  NGVD 29 (03/21/89)    2.841  (m)            9.32   (f) ADJUSTED    1 2
 CK1940
 CK1940.Superseded values are not recommended for survey control.
 CK1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1940.See file dsdata.txt to determine how the superseded data were derived.
 CK1940
 CK1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR102602(NAD 83)
 CK1940_MARKER: DJ = TIDAL STATION DISK
 CK1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1940_SP_SET: CONCRETE POST
 CK1940_STAMPING: 9369 G 1981
 CK1940_MARK LOGO: NOS   
 CK1940_PROJECTION: PROJECTING 10 CENTIMETERS
 CK1940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1940
 CK1940  HISTORY     - Date     Condition        Report By
 CK1940  HISTORY     - 1981     MONUMENTED       NOS
 CK1940  HISTORY     - 1981     GOOD             SCGS
 CK1940
 CK1940                          STATION DESCRIPTION
 CK1940
 CK1940'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1940'6.9 KM (4.3 MI) SW FROM BLUFFTON.
 CK1940'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46, FROM A
 CK1940'POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, THENCE 1.30
 CK1940'KILOMETERS (0.85 MILE) SOUTH ALONG COUNTY ROAD S-7-35, TO THE ENTRANCE
 CK1940'GATE OF THE PALMETTO BLUFF GAME PRESERVE, CONTINUE 6.4 KILOMETERS
 CK1940'(4.0 MILES) SOUTH ON A SAND ROAD TO A SIDE ROAD RIGHT, JUST PAST
 CK1940'A SHARP LEFT CURVE, THENCE 2.4 KILOMETERS (1.5 MILES) SOUTH, RIGHT
 CK1940'TURN, TO A CROSS ROAD, THENCE 1.1 KILOMETERS (0.7 MILE) SOUTHEAST
 CK1940', LEFT TURN, ON MORELAND ROAD TO THE MORELAND CEMETARY ON THE RIGHT,
 CK1940'CONTINUE 0.24 KILOMETER (0.15 MILE) NORTHEAST TO THE END OF THE
 CK1940'ROAD AND A BOAT RAMP, SET ON THE INSIDE OF THE LAST LEFT CURVE,
 CK1940'BEFORE REACHING THE BOAT RAMP, 51.3 METERS (168.7 FEET) NORTH
 CK1940'NORTHEAST OF 9369 E TIDAL, 21.5 METERS (70.7 FEET) SOUTHWEST AND
 CK1940'ACROSS THE ROAD FROM A 48 INCH LIVE OAK TREE, 8.9 METERS (29.4 FEET)
 CK1940'NORTH NORTHWEST OF THE CENTER OF THE ROAD, 5.0 METERS (16.5 FEET)
 CK1940'NORTHWEST OF A 25 INCH PINE TREE.
 CK1940'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2091 ***********************************************************************
 CK2091  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2091  DESIGNATION -  866 9464 D TIDAL
 CK2091  PID         -  CK2091
 CK2091  STATE/COUNTY-  SC/BEAUFORT
 CK2091  USGS QUAD   -  BLUFFTON (1972)
 CK2091
 CK2091                         *CURRENT SURVEY CONTROL
 CK2091  ___________________________________________________________________
 CK2091* NAD 83(1986)-  32 09 02.     (N)    080 47 44.     (W)     SCALED    
 CK2091* NAVD 88     -         1.871  (meters)       6.14   (feet)  ADJUSTED  
 CK2091  ___________________________________________________________________
 CK2091  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK2091  DYNAMIC HT  -           1.869 (meters)       6.13  (feet)  COMP
 CK2091  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CK2091
 CK2091  VERT ORDER  -  FIRST     CLASS II
 CK2091
 CK2091.The horizontal coordinates were scaled from a topographic map and have
 CK2091.an estimated accuracy of +/- 6 seconds.
 CK2091
 CK2091.The orthometric height was determined by differential leveling
 CK2091.and adjusted by the National Geodetic Survey in June 1991..
 CK2091
 CK2091.This Tidal Bench Mark is designated as VM 4648
 CK2091.by the Center for Operational Oceanographic Products and Services.
 CK2091
 CK2091.The geoid height was determined by GEOID03.
 CK2091
 CK2091.The dynamic height is computed by dividing the NAVD 88
 CK2091.geopotential number by the normal gravity value computed on the
 CK2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2091.degrees latitude (g = 980.6199 gals.).
 CK2091
 CK2091.The modeled gravity was interpolated from observed gravity values.
 CK2091
 CK2091;                    North         East    Units  Estimated Accuracy
 CK2091;SPC SC       -    35,200.      628,890.      MT  (+/- 180 meters Scaled)
 CK2091
 CK2091                          SUPERSEDED SURVEY CONTROL
 CK2091
 CK2091  NGVD 29 (03/21/89)    2.154  (m)            7.07   (f) ADJUSTED    1 2
 CK2091
 CK2091.Superseded values are not recommended for survey control.
 CK2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2091.See file dsdata.txt to determine how the superseded data were derived.
 CK2091
 CK2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR192571(NAD 83)
 CK2091_MARKER: DJ = TIDAL STATION DISK
 CK2091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2091_SP_SET: STAINLESS STEEL ROD
 CK2091_STAMPING: 9464 D 1979
 CK2091_MARK LOGO: NOS   
 CK2091_PROJECTION: FLUSH
 CK2091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2091+STABILITY: POSITION/ELEVATION WELL
 CK2091_ROD/PIPE-DEPTH: 14.6 meters
 CK2091
 CK2091  HISTORY     - Date     Condition        Report By
 CK2091  HISTORY     - 1979     MONUMENTED       NOS
 CK2091  HISTORY     - 1981     GOOD             SCGS
 CK2091  HISTORY     - 19960609 GOOD             USPSQD
 CK2091  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 CK2091
 CK2091                          STATION DESCRIPTION
 CK2091
 CK2091'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2091'IN HILTON HED ISLAND.
 CK2091'14.5 KILOMETERS (9.05 MILES) ALONG U.S. HIGHWAY 278, FROM THE POST
 CK2091'OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO THE SEA PINES
 CK2091'TRAFFIC CIRCLE, FOLLOW THE CIRCLE AROUND TO THE OPPOSITE SIDE,
 CK2091'THENCE 2.8 KILOMETERS (1.75 MILES) SOUTHWEST ALONG GREENWOOD DRIVE,
 CK2091'THENCE 0.5 KILOMETER (0.35 MILE) SOUTHWEST ALONG PLANTATION DRIVE,
 CK2091'THENCE 0.9 KILOMETER (0.55 MILE) NORTH ALONG CALABOGUE CAY ROAD,
 CK2091'SET BY A TELEPHONE JUNCTION BOX AND A 30 INCH PALMETTO TREE BETWEEN
 CK2091'LOT 51 NAD 53 ON THE NORTH SIDE OF THE ROAD, 5.39 METERS (17.7 FEET)
 CK2091'NORTH NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.29 METERS (10.8 FEET)
 CK2091'WEST SOUTHWEST OF THE WEST EDGE OF THE DRIVEWAY TO LOT 53, 1.8 METERS
 CK2091'(6.0 FEET) WEST OF A WATER METER COVER, 1.3 METERS (4.3 FEET) NORTH
 CK2091'OF THE TELEPHONE JUNCTION BOX AND 1.1 METERS (3.8 FEET) NORTHWEST
 CK2091'OF THE 30 INCH PALMETTO TREE.
 CK2091'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2091
 CK2091                          STATION RECOVERY (1996)
 CK2091
 CK2091'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2091'RECOVERED IN GOOD CONDITION.
 CK2091
 CK2091                          STATION RECOVERY (1998)
 CK2091
 CK2091'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2092 ***********************************************************************
 CK2092  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2092  DESIGNATION -  866 9464 E TIDAL
 CK2092  PID         -  CK2092
 CK2092  STATE/COUNTY-  SC/BEAUFORT
 CK2092  USGS QUAD   -  BLUFFTON (1972)
 CK2092
 CK2092                         *CURRENT SURVEY CONTROL
 CK2092  ___________________________________________________________________
 CK2092* NAD 83(1986)-  32 09 06.     (N)    080 47 38.     (W)     SCALED    
 CK2092* NAVD 88     -         1.954  (meters)       6.41   (feet)  ADJUSTED  
 CK2092  ___________________________________________________________________
 CK2092  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 CK2092  DYNAMIC HT  -           1.952 (meters)       6.40  (feet)  COMP
 CK2092  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CK2092
 CK2092  VERT ORDER  -  FIRST     CLASS II
 CK2092
 CK2092.The horizontal coordinates were scaled from a topographic map and have
 CK2092.an estimated accuracy of +/- 6 seconds.
 CK2092
 CK2092.The orthometric height was determined by differential leveling
 CK2092.and adjusted by the National Geodetic Survey in June 1991..
 CK2092
 CK2092.This Tidal Bench Mark is designated as VM 4649
 CK2092.by the Center for Operational Oceanographic Products and Services.
 CK2092
 CK2092.The geoid height was determined by GEOID03.
 CK2092
 CK2092.The dynamic height is computed by dividing the NAVD 88
 CK2092.geopotential number by the normal gravity value computed on the
 CK2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2092.degrees latitude (g = 980.6199 gals.).
 CK2092
 CK2092.The modeled gravity was interpolated from observed gravity values.
 CK2092
 CK2092;                    North         East    Units  Estimated Accuracy
 CK2092;SPC SC       -    35,330.      629,050.      MT  (+/- 180 meters Scaled)
 CK2092
 CK2092                          SUPERSEDED SURVEY CONTROL
 CK2092
 CK2092  NGVD 29 (03/21/89)    2.237  (m)            7.34   (f) ADJUSTED    1 2
 CK2092
 CK2092.Superseded values are not recommended for survey control.
 CK2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2092.See file dsdata.txt to determine how the superseded data were derived.
 CK2092
 CK2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR194572(NAD 83)
 CK2092_MARKER: DJ = TIDAL STATION DISK
 CK2092_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2092_SP_SET: STAINLESS STEEL ROD
 CK2092_STAMPING: 9464 E 1979
 CK2092_MARK LOGO: NOS   
 CK2092_PROJECTION: FLUSH
 CK2092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2092+STABILITY: POSITION/ELEVATION WELL
 CK2092_ROD/PIPE-DEPTH: 14.6 meters
 CK2092
 CK2092  HISTORY     - Date     Condition        Report By
 CK2092  HISTORY     - 1979     MONUMENTED       NOS
 CK2092  HISTORY     - 1981     GOOD             SCGS
 CK2092  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 CK2092  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 CK2092
 CK2092                          STATION DESCRIPTION
 CK2092
 CK2092'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2092'IN HILTON HEAD ISLAND.
 CK2092'14.5 KILOMETERS (9.05 MILES) SOUTH AND EAST ALONG U.S. HIGHWAY 278,
 CK2092'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO
 CK2092'THE SEA PINES TRAFFIC CIRCLE, FOLLOW THE CIRCLE AROUND TO THE OPPOSITE
 CK2092'SIDE, THENCE 2.8 KILOMETERS (1.75 MILES) SOUTHWEST ALONG GREENWOOD
 CK2092'DRIVE, THENCE 0.5 KILOMETER (0.35 MILE) SOUTHWEST ALONG PLANTATION
 CK2092'DRIVE, THENCE 1.0 KILOMETER (0.65 MILE) NORTH ALONG CALABOGUE CAY
 CK2092'ROAD, SET BETWEEN LOTS 62 AND 64 ACROSS THE ROAD FROM THE EXTENDED
 CK2092'CENTERLINE OF THE DRIVEWAY TO LOT 63, 6.4 METERS (21.3 FEET) NORTHEAST
 CK2092'OF A 20 INCH PINE TREE, 4.8 METERS (15.8 FEET) SOUTH SOUTHEAST OF
 CK2092'THE CENTER OF THE ROAD, 4.2 METERS (14.0 FEET) SOUTH OF A HIGH VOLTAGE
 CK2092'ELECTRICAL BOX AND 2.5 METERS (8.5 FEET) WEST NORTHWEST OF A MULTI-
 CK2092'TRUNK 36 INCH OAK TREE.
 CK2092'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2092
 CK2092                          STATION RECOVERY (1996)
 CK2092
 CK2092'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2092'MARK NOT FOUND.
 CK2092
 CK2092                          STATION RECOVERY (1998)
 CK2092
 CK2092'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2093 ***********************************************************************
 CK2093  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2093  DESIGNATION -  866 9464 F TIDAL
 CK2093  PID         -  CK2093
 CK2093  STATE/COUNTY-  SC/BEAUFORT
 CK2093  USGS QUAD   -  BLUFFTON (1972)
 CK2093
 CK2093                         *CURRENT SURVEY CONTROL
 CK2093  ___________________________________________________________________
 CK2093* NAD 83(1986)-  32 09 09.     (N)    080 47 37.     (W)     SCALED    
 CK2093* NAVD 88     -         1.954  (meters)       6.41   (feet)  ADJUSTED  
 CK2093  ___________________________________________________________________
 CK2093  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 CK2093  DYNAMIC HT  -           1.952 (meters)       6.40  (feet)  COMP
 CK2093  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CK2093
 CK2093  VERT ORDER  -  FIRST     CLASS II
 CK2093
 CK2093.The horizontal coordinates were scaled from a topographic map and have
 CK2093.an estimated accuracy of +/- 6 seconds.
 CK2093
 CK2093.The orthometric height was determined by differential leveling
 CK2093.and adjusted by the National Geodetic Survey in June 1991..
 CK2093
 CK2093.This Tidal Bench Mark is designated as VM 4650
 CK2093.by the Center for Operational Oceanographic Products and Services.
 CK2093
 CK2093.The geoid height was determined by GEOID03.
 CK2093
 CK2093.The dynamic height is computed by dividing the NAVD 88
 CK2093.geopotential number by the normal gravity value computed on the
 CK2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2093.degrees latitude (g = 980.6199 gals.).
 CK2093
 CK2093.The modeled gravity was interpolated from observed gravity values.
 CK2093
 CK2093;                    North         East    Units  Estimated Accuracy
 CK2093;SPC SC       -    35,420.      629,070.      MT  (+/- 180 meters Scaled)
 CK2093
 CK2093                          SUPERSEDED SURVEY CONTROL
 CK2093
 CK2093  NGVD 29 (03/21/89)    2.237  (m)            7.34   (f) ADJUSTED    1 2
 CK2093
 CK2093.Superseded values are not recommended for survey control.
 CK2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2093.See file dsdata.txt to determine how the superseded data were derived.
 CK2093
 CK2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR194573(NAD 83)
 CK2093_MARKER: DJ = TIDAL STATION DISK
 CK2093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2093_SP_SET: STAINLESS STEEL ROD
 CK2093_STAMPING: 9464 F 1979
 CK2093_MARK LOGO: NOS   
 CK2093_PROJECTION: FLUSH
 CK2093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2093_ROD/PIPE-DEPTH: 14.6 meters
 CK2093
 CK2093  HISTORY     - Date     Condition        Report By
 CK2093  HISTORY     - 1979     MONUMENTED       NOS
 CK2093  HISTORY     - 1981     GOOD             SCGS
 CK2093  HISTORY     - 19960609 GOOD             USPSQD
 CK2093  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 CK2093
 CK2093                          STATION DESCRIPTION
 CK2093
 CK2093'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2093'IN HILTON HEAD ISLAND.
 CK2093'14.5 KILOMETERS (9.05 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2093'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO THE
 CK2093'SEA PINES TRAFFIC CIRCLE, FOLLOW THE CIRCLE AROUND TO THE OPPOSITE
 CK2093'SIDE, THENCE 2.8 KILOMETERS (1.75 MILES) SOUTHWEST ALONG GREENWOOD
 CK2093'DRIVE, THENCE 0.5 KILOMETER (0.35 MILE) SOUTHWEST ALONG PLANTATION
 CK2093'DRIVE, THENCE 1.1 KILOMETERS (0.7 MILE) NORTH ALONG CALABOGUE CAY
 CK2093'ROAD, SET IN THE NORTHWEST POINT OF A TEAR DROP SHAPED TRAFFIC
 CK2093'TURNAROUND AREA, 15.72 METERS (51.6 FEET) EAST OF A GREEN HIGH
 CK2093'VOLTAGE POWER BOX, 10.36 METERS (34.0 FEET) SOUTH SOUTHEAST OF A
 CK2093'24 INCH PINE TREE, 6.70 METERS (22.0 FEET) SOUTH SOUTHEAST OF THE
 CK2093'CENTER OF THE ROAD AND 1.70 METER (5.6 FEET) NORTH NORTHWEST OF A
 CK2093'TRIPLE TRUNK OAK TREE AT THE NORTHWEST POINT.
 CK2093
 CK2093                          STATION RECOVERY (1996)
 CK2093
 CK2093'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2093'RECOVERED IN GOOD CONDITION.
 CK2093
 CK2093                          STATION RECOVERY (1998)
 CK2093
 CK2093'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2090 ***********************************************************************
 CK2090  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2090  DESIGNATION -  866 9464 G TIDAL
 CK2090  PID         -  CK2090
 CK2090  STATE/COUNTY-  SC/BEAUFORT
 CK2090  USGS QUAD   -  BLUFFTON (1972)
 CK2090
 CK2090                         *CURRENT SURVEY CONTROL
 CK2090  ___________________________________________________________________
 CK2090* NAD 83(1986)-  32 08 58.     (N)    080 47 47.     (W)     SCALED    
 CK2090* NAVD 88     -         2.270  (meters)       7.45   (feet)  ADJUSTED  
 CK2090  ___________________________________________________________________
 CK2090  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK2090  DYNAMIC HT  -           2.268 (meters)       7.44  (feet)  COMP
 CK2090  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CK2090
 CK2090  VERT ORDER  -  FIRST     CLASS II
 CK2090
 CK2090.The horizontal coordinates were scaled from a topographic map and have
 CK2090.an estimated accuracy of +/- 6 seconds.
 CK2090
 CK2090.The orthometric height was determined by differential leveling
 CK2090.and adjusted by the National Geodetic Survey in June 1991..
 CK2090
 CK2090.This Tidal Bench Mark is designated as VM 4651
 CK2090.by the Center for Operational Oceanographic Products and Services.
 CK2090
 CK2090.The geoid height was determined by GEOID03.
 CK2090
 CK2090.The dynamic height is computed by dividing the NAVD 88
 CK2090.geopotential number by the normal gravity value computed on the
 CK2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2090.degrees latitude (g = 980.6199 gals.).
 CK2090
 CK2090.The modeled gravity was interpolated from observed gravity values.
 CK2090
 CK2090;                    North         East    Units  Estimated Accuracy
 CK2090;SPC SC       -    35,080.      628,810.      MT  (+/- 180 meters Scaled)
 CK2090
 CK2090                          SUPERSEDED SURVEY CONTROL
 CK2090
 CK2090  NGVD 29 (03/21/89)    2.553  (m)            8.38   (f) ADJUSTED    1 2
 CK2090
 CK2090.Superseded values are not recommended for survey control.
 CK2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2090.See file dsdata.txt to determine how the superseded data were derived.
 CK2090
 CK2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR192570(NAD 83)
 CK2090_MARKER: DJ = TIDAL STATION DISK
 CK2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2090_SP_SET: CONCRETE POST
 CK2090_STAMPING: 9464 G 1981
 CK2090_MARK LOGO: NOS   
 CK2090_PROJECTION: PROJECTING 10 CENTIMETERS
 CK2090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2090
 CK2090  HISTORY     - Date     Condition        Report By
 CK2090  HISTORY     - 1981     MONUMENTED       NOS
 CK2090  HISTORY     - 1981     GOOD             SCGS
 CK2090  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CK2090  HISTORY     - 19960609 GOOD             USPSQD
 CK2090  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 CK2090
 CK2090                          STATION DESCRIPTION
 CK2090
 CK2090'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2090'IN HILTON HEAD ISLAND.
 CK2090'14.5 KILOMETERS (9.05 MILE) EAST AND SOUTH ALONG U.S. HIGHWAY 278,
 CK2090'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO THE
 CK2090'SEA PINE TRAFFIC CIRCLE, FOLLOW THE CIRCLE AROUND TO THE OPPOSITE
 CK2090'SIDE, THENCE 2.8 KILOMETERS (1.75 MILES) SOUTHWEST ALONG GREENWOOD
 CK2090'DRIVE, THENCE 0.5 KILOMETER (0.35 MILE) SOUTHWEST ALONG PLANTATION
 CK2090'DRIVE, THENCE 1.0 KILOMETER (0.6 MILE) NORTH ALONG CALABOGUE CAY
 CK2090'ROAD, SET BETWEEN LOTS NUMBER 44 AND 46 ON THE RIGHT, 12.4 METERS
 CK2090'(40.7 FEET) SOUTH SOUTHEAST OF A LARGE GREEN HIGH VOLTAGE BOX,
 CK2090'7.9 METERS (26.0 FEET) WEST SOUTHWEST OF THE CENTER OF THE MOST
 CK2090'WESTERLY DRIVEWAY TO HOUSE AND LOT NUMBER 46, 6.7 METERS (22.0 FEET)
 CK2090'SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 1.9 METERS (6.3 FEET)
 CK2090'EAST OF A TWIN TRUNK OAK TREE AND 0.8 METER (2.9 FEET) NORTH OF A
 CK2090'TELEVISION JUNCTION BOX.
 CK2090'THE MARK IS 0.30 M ABOVE ROAD.
 CK2090
 CK2090                          STATION RECOVERY (1988)
 CK2090
 CK2090'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2090'MARK NOT FOUND.
 CK2090
 CK2090                          STATION RECOVERY (1996)
 CK2090
 CK2090'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2090'RECOVERED IN GOOD CONDITION.
 CK2090
 CK2090                          STATION RECOVERY (1998)
 CK2090
 CK2090'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2089 ***********************************************************************
 CK2089  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2089  DESIGNATION -  866 9464 H TIDAL
 CK2089  PID         -  CK2089
 CK2089  STATE/COUNTY-  SC/BEAUFORT
 CK2089  USGS QUAD   -  BLUFFTON (1972)
 CK2089
 CK2089                         *CURRENT SURVEY CONTROL
 CK2089  ___________________________________________________________________
 CK2089* NAD 83(1986)-  32 08 56.     (N)    080 47 52.     (W)     SCALED    
 CK2089* NAVD 88     -         2.324  (meters)       7.62   (feet)  ADJUSTED  
 CK2089  ___________________________________________________________________
 CK2089  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CK2089  DYNAMIC HT  -           2.321 (meters)       7.61  (feet)  COMP
 CK2089  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CK2089
 CK2089  VERT ORDER  -  FIRST     CLASS II
 CK2089
 CK2089.The horizontal coordinates were scaled from a topographic map and have
 CK2089.an estimated accuracy of +/- 6 seconds.
 CK2089
 CK2089.The orthometric height was determined by differential leveling
 CK2089.and adjusted by the National Geodetic Survey in June 1991..
 CK2089
 CK2089.This Tidal Bench Mark is designated as VM 4652
 CK2089.by the Center for Operational Oceanographic Products and Services.
 CK2089
 CK2089.The geoid height was determined by GEOID03.
 CK2089
 CK2089.The dynamic height is computed by dividing the NAVD 88
 CK2089.geopotential number by the normal gravity value computed on the
 CK2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2089.degrees latitude (g = 980.6199 gals.).
 CK2089
 CK2089.The modeled gravity was interpolated from observed gravity values.
 CK2089
 CK2089;                    North         East    Units  Estimated Accuracy
 CK2089;SPC SC       -    35,020.      628,680.      MT  (+/- 180 meters Scaled)
 CK2089
 CK2089                          SUPERSEDED SURVEY CONTROL
 CK2089
 CK2089  NGVD 29 (03/21/89)    2.607  (m)            8.55   (f) ADJUSTED    1 2
 CK2089
 CK2089.Superseded values are not recommended for survey control.
 CK2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2089.See file dsdata.txt to determine how the superseded data were derived.
 CK2089
 CK2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR190569(NAD 83)
 CK2089_MARKER: DJ = TIDAL STATION DISK
 CK2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2089_SP_SET: CONCRETE POST
 CK2089_STAMPING: 9464 H 1981
 CK2089_MARK LOGO: NOS   
 CK2089_PROJECTION: FLUSH
 CK2089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2089
 CK2089  HISTORY     - Date     Condition        Report By
 CK2089  HISTORY     - 1981     MONUMENTED       NOS
 CK2089  HISTORY     - 1981     GOOD             SCGS
 CK2089  HISTORY     - 1988     GOOD             USPSQD
 CK2089  HISTORY     - 19960609 GOOD             USPSQD
 CK2089
 CK2089                          STATION DESCRIPTION
 CK2089
 CK2089'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2089'IN HILTON HEAD ISALND.
 CK2089'14.5 KILOMETERS (9.05 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278,
 CK2089'FROM THE POST OFFICE ON THE NORTH END OF HILTON HEAD ISLAND, TO
 CK2089'THE SEA PINES TRAFFIC CIRCLE, FOLLOW THE CIRCLE AROUND TO THE OPPOSITE
 CK2089'SIDE, THENCE 2.8 KILOMETERS (1.75 MILES) SOUTHWEST ALONG GREENWOOD
 CK2089'DRIVE, THENCE 0.5 KILOMETER (0.35 MILE) SOUTHWEST ALONG PLANTATION
 CK2089'DRIVE, THENCE 0.5 KILOMETER (0.35 MILE) NORTH ALONG CALABOGUE CAY
 CK2089'ROAD, SET BY A FIRE HYDRANT BETWEEN LOTS 36 AND 34, 5.8 METERS
 CK2089'(19.3 FEET) SOUTHEAST OF THE CENTER OF THE ROAD, 3.7 METERS (12.3
 CK2089'FEET) NORTHEAST OF A 20 INCH PINE TREE, 2.5 METERS (8.4 FEET) SOUTH
 CK2089'OF A 12 INCH OAK TREE AND 1.3 METERS (4.3 FEET) NORTH NORTHEAST
 CK2089'OF A FIRE HYDRANT.
 CK2089'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2089
 CK2089                          STATION RECOVERY (1988)
 CK2089
 CK2089'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2089'RECOVERED IN GOOD CONDITION.
 CK2089
 CK2089                          STATION RECOVERY (1996)
 CK2089
 CK2089'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2133 ***********************************************************************
 CK2133  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2133  DESIGNATION -  866 9493 F TIDAL
 CK2133  PID         -  CK2133
 CK2133  STATE/COUNTY-  SC/BEAUFORT
 CK2133  USGS QUAD   -  BLUFFTON (1972)
 CK2133
 CK2133                         *CURRENT SURVEY CONTROL
 CK2133  ___________________________________________________________________
 CK2133* NAD 83(1986)-  32 08 48.     (N)    080 50 19.     (W)     SCALED    
 CK2133* NAVD 88     -         1.706  (meters)       5.60   (feet)  ADJUSTED  
 CK2133  ___________________________________________________________________
 CK2133  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK2133  DYNAMIC HT  -           1.704 (meters)       5.59  (feet)  COMP
 CK2133  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CK2133
 CK2133  VERT ORDER  -  FIRST     CLASS II
 CK2133
 CK2133.The horizontal coordinates were scaled from a topographic map and have
 CK2133.an estimated accuracy of +/- 6 seconds.
 CK2133
 CK2133.The orthometric height was determined by differential leveling
 CK2133.and adjusted by the National Geodetic Survey in June 1991..
 CK2133
 CK2133.This Tidal Bench Mark is designated as VM 4657
 CK2133.by the Center for Operational Oceanographic Products and Services.
 CK2133
 CK2133.The geoid height was determined by GEOID03.
 CK2133
 CK2133.The dynamic height is computed by dividing the NAVD 88
 CK2133.geopotential number by the normal gravity value computed on the
 CK2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2133.degrees latitude (g = 980.6199 gals.).
 CK2133
 CK2133.The modeled gravity was interpolated from observed gravity values.
 CK2133
 CK2133;                    North         East    Units  Estimated Accuracy
 CK2133;SPC SC       -    34,760.      624,830.      MT  (+/- 180 meters Scaled)
 CK2133
 CK2133                          SUPERSEDED SURVEY CONTROL
 CK2133
 CK2133  NGVD 29 (03/21/89)    1.987  (m)            6.52   (f) ADJUSTED    1 2
 CK2133
 CK2133.Superseded values are not recommended for survey control.
 CK2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2133.See file dsdata.txt to determine how the superseded data were derived.
 CK2133
 CK2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR152567(NAD 83)
 CK2133_MARKER: DJ = TIDAL STATION DISK
 CK2133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2133_SP_SET: STAINLESS STEEL ROD
 CK2133_STAMPING: 9493 F 1979
 CK2133_MARK LOGO: NOS   
 CK2133_PROJECTION: RECESSED 3 CENTIMETERS
 CK2133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2133+STABILITY: POSITION/ELEVATION WELL
 CK2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2133+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 CK2133_ROD/PIPE-DEPTH: 12.8 meters
 CK2133
 CK2133  HISTORY     - Date     Condition        Report By
 CK2133  HISTORY     - 1979     MONUMENTED       NOS
 CK2133  HISTORY     - 1981     GOOD             SCGS
 CK2133  HISTORY     - 20030602 GOOD             SCGS
 CK2133
 CK2133                          STATION DESCRIPTION
 CK2133
 CK2133'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2133'IN DAUFUSKIE ISLAND.
 CK2133'0.08 KILOMETER (0.05 MILE) WEST ALONG A SAND ROAD FROM THE
 CK2133'DAUFUSKIE REAR RANGE LIGHT HOUSE AT HAIGS POINT, ON THE NORTHEAST
 CK2133'END OF DAUFUSKIE ISLAND, THENCE 0.16 KILOMETER (0.1 MILE) NORTHERLY
 CK2133'ALONG A WOODS ROAD TO THE REMAINS OF SOME TABBY HOUSES, SET AT THE
 CK2133'SOUTH END OF THE HAIG POINT LANDING DOCK, NORTH OF THE TABBY HOUSES,
 CK2133'9.44 METERS (31.0 FEET) EAST OF A 20 INCH PALMETTO TREE, 2.89 METERS
 CK2133'(9.5 FEET) SOUTWEST OF THE SOUTH END OF THE DOCK, 2.28 METERS
 CK2133'(7.5 FEET) SOUTHWEST OF A 24 INCH CEDAR TREE AT THE END OF THE DOCK.
 CK2133'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 CK2133
 CK2133                          STATION RECOVERY (2003)
 CK2133
 CK2133'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2133'STATION IS LOCATED ON DAUFUSKIE ISLAND, 6.9 MILES SOUTHWEST OF HILTON
 CK2133'HEAD ISLAND, 21.9  MILES SOUTH SOUTHWEST OF BEAUFORT. OWNERSHIP--HAIG
 CK2133'POINT, P.O. DRAWER 7319, 10 HAIG  POINT CIRCLE, HILTON HEAD ISLAND, SC
 CK2133'29938, PHONE 843-686-9217, ATTENTION-RICHARD INGLIS. TO REACH THE
 CK2133'STATION FROM THE CLOCK TOWER-BAGGAGE PICKUP AND DROP-OFF  CENTER AT
 CK2133'THE DAUFUSKIE ISLAND HAIG POINT LANDING, GO SOUTHWEST ON THE MAIN
 CK2133'ISLAND ROAD FOR 0.05 MILE TO A SMALL TRAFFIC CIRCLE JUNCTION OF HAIG
 CK2133'POINT ROAD  AHEAD AND LIGHTHOUSE LANE LEFT, TURN LEFT ON LIGHTHOUSE
 CK2133'LANE FOR 0.15 MILE TO  THE STATION ON THE LEFT NEAR THE NORTHWEST
 CK2133'CORNER OF THE LIGHTHOUSE/GUESTHOUSE. STATION IS A DISK ATTACHED TO A
 CK2133'STAINLESS ROD RECESSED 0.1 FOOT, 7.2 FEET WEST  SOUTHWEST OF A
 CK2133'1.5-FOOT CEDAR TREE, 56.5 FEET NORTH OF THE CENTER OF A TABBY  ROAD,
 CK2133'15.3 FEET EAST SOUTHEAST OF THE WEST END OF A SMALL RETAINING WALL,
 CK2133'150.5  FEET EAST OF THE CENTER OF A BOARDWALK LEADING TO A DOCK, 1.0
 CK2133'FOOT EAST  SOUTHEAST OF A WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2131 ***********************************************************************
 CK2131  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2131  DESIGNATION -  866 9493 G TIDAL
 CK2131  PID         -  CK2131
 CK2131  STATE/COUNTY-  SC/BEAUFORT
 CK2131  USGS QUAD   -  BLUFFTON (1972)
 CK2131
 CK2131                         *CURRENT SURVEY CONTROL
 CK2131  ___________________________________________________________________
 CK2131* NAD 83(1986)-  32 08 45.     (N)    080 50 16.     (W)     SCALED    
 CK2131* NAVD 88     -         4.364  (meters)      14.32   (feet)  ADJUSTED  
 CK2131  ___________________________________________________________________
 CK2131  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK2131  DYNAMIC HT  -           4.359 (meters)      14.30  (feet)  COMP
 CK2131  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 CK2131
 CK2131  VERT ORDER  -  FIRST     CLASS II
 CK2131
 CK2131.The horizontal coordinates were scaled from a topographic map and have
 CK2131.an estimated accuracy of +/- 6 seconds.
 CK2131
 CK2131.The orthometric height was determined by differential leveling
 CK2131.and adjusted by the National Geodetic Survey in June 1991..
 CK2131
 CK2131.This Tidal Bench Mark is designated as VM 4658
 CK2131.by the Center for Operational Oceanographic Products and Services.
 CK2131
 CK2131.The geoid height was determined by GEOID03.
 CK2131
 CK2131.The dynamic height is computed by dividing the NAVD 88
 CK2131.geopotential number by the normal gravity value computed on the
 CK2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2131.degrees latitude (g = 980.6199 gals.).
 CK2131
 CK2131.The modeled gravity was interpolated from observed gravity values.
 CK2131
 CK2131;                    North         East    Units  Estimated Accuracy
 CK2131;SPC SC       -    34,670.      624,910.      MT  (+/- 180 meters Scaled)
 CK2131
 CK2131                          SUPERSEDED SURVEY CONTROL
 CK2131
 CK2131  NGVD 29 (03/21/89)    4.644  (m)           15.24   (f) ADJUSTED    1 2
 CK2131
 CK2131.Superseded values are not recommended for survey control.
 CK2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2131.See file dsdata.txt to determine how the superseded data were derived.
 CK2131
 CK2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR152566(NAD 83)
 CK2131_MARKER: DJ = TIDAL STATION DISK
 CK2131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2131_SP_SET: STAINLESS STEEL ROD
 CK2131_STAMPING: 9493 G 1981
 CK2131_MARK LOGO: NOS   
 CK2131_PROJECTION: FLUSH
 CK2131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2131+STABILITY: POSITION/ELEVATION WELL
 CK2131_ROD/PIPE-DEPTH: 14.6 meters
 CK2131
 CK2131  HISTORY     - Date     Condition        Report By
 CK2131  HISTORY     - 1981     MONUMENTED       NOS
 CK2131  HISTORY     - 1981     GOOD             SCGS
 CK2131  HISTORY     - 20030602 MARK NOT FOUND   SCGS
 CK2131
 CK2131                          STATION DESCRIPTION
 CK2131
 CK2131'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2131'IN DAUFUSKIE ISLAND.
 CK2131'0.08 KILOMETER (0.05 MILE) WEST ALONG A SAND ROAD FROM THE DAUFUSKIE
 CK2131'REAR RANGE LIGHT HOUSE AT HAIG POINT ON THE NORTHEAST END OF DAUFUSKIE
 CK2131'ISLAND, TO A FORK ROAD TO THE NORTH, SET 24.07 METERS (79.0 FEET)
 CK2131'NORTH OF THE CENTER OF THE ROAD TO THE LIGHT HOUSE, 12.8 METERS
 CK2131'(42.0 FEET) NORTH NORTHEAST AND ACROSS THE ROAD FROM A 60 INCH
 CK2131'OAK TREE, 4.26 METERS (14.0 FEET) EAST OF THE CENTER OF THE ROAD
 CK2131'NORTH, 2.43 METERS (8.0 FEET) NORTH NORTHWEST OF A 60 INCH OAK TREE.
 CK2131'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CK2131'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2131
 CK2131                          STATION RECOVERY (2003)
 CK2131
 CK2131'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2131'NOT RECOVERED, A 15 MINUTES SEARCH WAS CONDUCTED WITH NO RESULTS, AREA
 CK2131'CHANGED DUE  TO NEW ROAD CONSTRUCTION. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2132 ***********************************************************************
 CK2132  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2132  DESIGNATION -  866 9493 H TIDAL
 CK2132  PID         -  CK2132
 CK2132  STATE/COUNTY-  SC/BEAUFORT
 CK2132  USGS QUAD   -  BLUFFTON (1972)
 CK2132
 CK2132                         *CURRENT SURVEY CONTROL
 CK2132  ___________________________________________________________________
 CK2132* NAD 83(1986)-  32 08 47.     (N)    080 50 17.     (W)     SCALED    
 CK2132* NAVD 88     -         3.214  (meters)      10.54   (feet)  ADJUSTED  
 CK2132  ___________________________________________________________________
 CK2132  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK2132  DYNAMIC HT  -           3.211 (meters)      10.53  (feet)  COMP
 CK2132  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 CK2132
 CK2132  VERT ORDER  -  FIRST     CLASS II
 CK2132
 CK2132.The horizontal coordinates were scaled from a topographic map and have
 CK2132.an estimated accuracy of +/- 6 seconds.
 CK2132
 CK2132.The orthometric height was determined by differential leveling
 CK2132.and adjusted by the National Geodetic Survey in June 1991..
 CK2132
 CK2132.This Tidal Bench Mark is designated as VM 4659
 CK2132.by the Center for Operational Oceanographic Products and Services.
 CK2132
 CK2132.The geoid height was determined by GEOID03.
 CK2132
 CK2132.The dynamic height is computed by dividing the NAVD 88
 CK2132.geopotential number by the normal gravity value computed on the
 CK2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2132.degrees latitude (g = 980.6199 gals.).
 CK2132
 CK2132.The modeled gravity was interpolated from observed gravity values.
 CK2132
 CK2132;                    North         East    Units  Estimated Accuracy
 CK2132;SPC SC       -    34,730.      624,880.      MT  (+/- 180 meters Scaled)
 CK2132
 CK2132                          SUPERSEDED SURVEY CONTROL
 CK2132
 CK2132  NGVD 29 (03/21/89)    3.495  (m)           11.47   (f) ADJUSTED    1 2
 CK2132
 CK2132.Superseded values are not recommended for survey control.
 CK2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2132.See file dsdata.txt to determine how the superseded data were derived.
 CK2132
 CK2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR152566(NAD 83)
 CK2132_MARKER: DJ = TIDAL STATION DISK
 CK2132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2132_SP_SET: STAINLESS STEEL ROD
 CK2132_STAMPING: 9493 H 1979
 CK2132_MARK LOGO: NOS   
 CK2132_PROJECTION: FLUSH
 CK2132_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2132+STABILITY: POSITION/ELEVATION WELL
 CK2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2132+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 CK2132_ROD/PIPE-DEPTH: 14.6 meters
 CK2132
 CK2132  HISTORY     - Date     Condition        Report By
 CK2132  HISTORY     - 1979     MONUMENTED       NOS
 CK2132  HISTORY     - 1981     GOOD             SCGS
 CK2132  HISTORY     - 20030602 GOOD             SCGS
 CK2132
 CK2132                          STATION DESCRIPTION
 CK2132
 CK2132'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2132'IN DAUFUSKIE ISLAND.
 CK2132'0.08 KILOMETER (0.05 MILE) WEST ALONG A SAND ROAD FROM THE DAUFUSKIE
 CK2132'REAR RANGE LIGHT HOUSE, AT HAIGS POINT, THENCE 0.08 KILOMETER
 CK2132'(0.05 MILE) ALONG A WOODS ROAD TO THE REMAINS OF A TABBY HOUSE
 CK2132'ON THE RIGHT THAT IS AT THE EDGE OF THE ROAD, 24.0 METERS (79.0 FEET)
 CK2132'SOUTH SOUTHEAST OF THE TALLEST PALM TREE IN A GROUP OF 5 PALM TREES,
 CK2132'0.61 METER (2.0 FEET) SOUTH OF THE SOUTH END OF THE ONLY REMAINING
 CK2132'WALL OF THE TABBY HOUSE REMAINS, 2.13 METERS (7.0 FEET) NORTHEAST
 CK2132'OF THE CENTER OF THE ROAD, 12.0 METERS (39.6 FEET) WEST OF A 45
 CK2132'INCH OAK TREE.
 CK2132'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CK2132'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2132
 CK2132                          STATION RECOVERY (2003)
 CK2132
 CK2132'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2132'STATION IS LOCATED ON DAUFUSKIE ISLAND, 6.9 MILES SOUTHWEST OF HILTON
 CK2132'HEAD ISLAND, 21.95  MILES SOUTH SOUTHWEST OF BEAUFORT. OWNERSHIP--HAIG
 CK2132'POINT, P.O. DRAWER 7319, 10 HAIG  POINT CIRCLE, HILTON HEAD ISLAND, SC
 CK2132'29938, PHONE 843-686-9217, ATTENTION-RICHARD INGLIS. TO REACH THE
 CK2132'STATION FROM THE CLOCK TOWER-BAGGAGE PICKUP AND DROP-OFF  CENTER AT
 CK2132'THE DAUFUSKIE ISLAND HAIG POINT LANDING, GO NORTHEAST ON THE PATH
 CK2132'LEADING NORTHEAST TO THE LANDING DOCK FOR 0.05 MILE TO THE JUNCTION OF
 CK2132'A TABBY  ROAD LEADING EAST, TURN RIGHT ON THE TABBY ROAD FOR 0.05 MILE
 CK2132'TO THE STATION ON THE  LEFT NEAR A TABBY RUINS.  STATION IS A DISK
 CK2132'ATTACHED TO A STAINLESS STEEL ROD FLUSH WITH THE GROUND, 2.1  FEET
 CK2132'SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF THE TABBY RUINS, 6.2 FEET
 CK2132'NORTHEAST OF THE CENTER OF THE TABBY ROAD, 1.2 FEET SOUTH SOUTHWEST OF
 CK2132'A  WITNESS POST. RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2134 ***********************************************************************
 CK2134  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2134  DESIGNATION -  866 9493 J TIDAL
 CK2134  PID         -  CK2134
 CK2134  STATE/COUNTY-  SC/BEAUFORT
 CK2134  USGS QUAD   -  BLUFFTON (1972)
 CK2134
 CK2134                         *CURRENT SURVEY CONTROL
 CK2134  ___________________________________________________________________
 CK2134* NAD 83(1986)-  32 08 47.     (N)    080 50 22.     (W)     SCALED    
 CK2134* NAVD 88     -         3.380  (meters)      11.09   (feet)  ADJUSTED  
 CK2134  ___________________________________________________________________
 CK2134  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK2134  DYNAMIC HT  -           3.376 (meters)      11.08  (feet)  COMP
 CK2134  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CK2134
 CK2134  VERT ORDER  -  FIRST     CLASS II
 CK2134
 CK2134.The horizontal coordinates were scaled from a topographic map and have
 CK2134.an estimated accuracy of +/- 6 seconds.
 CK2134
 CK2134.The orthometric height was determined by differential leveling
 CK2134.and adjusted by the National Geodetic Survey in June 1991..
 CK2134
 CK2134.This Tidal Bench Mark is designated as VM 4660
 CK2134.by the Center for Operational Oceanographic Products and Services.
 CK2134
 CK2134.The geoid height was determined by GEOID03.
 CK2134
 CK2134.The dynamic height is computed by dividing the NAVD 88
 CK2134.geopotential number by the normal gravity value computed on the
 CK2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2134.degrees latitude (g = 980.6199 gals.).
 CK2134
 CK2134.The modeled gravity was interpolated from observed gravity values.
 CK2134
 CK2134;                    North         East    Units  Estimated Accuracy
 CK2134;SPC SC       -    34,730.      624,750.      MT  (+/- 180 meters Scaled)
 CK2134
 CK2134                          SUPERSEDED SURVEY CONTROL
 CK2134
 CK2134  NGVD 29 (03/21/89)    3.660  (m)           12.01   (f) ADJUSTED    1 2
 CK2134
 CK2134.Superseded values are not recommended for survey control.
 CK2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2134.See file dsdata.txt to determine how the superseded data were derived.
 CK2134
 CK2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR151566(NAD 83)
 CK2134_MARKER: DJ = TIDAL STATION DISK
 CK2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2134_SP_SET: CONCRETE POST
 CK2134_STAMPING: 9493 J 1981
 CK2134_MARK LOGO: SCGS  
 CK2134_PROJECTION: FLUSH
 CK2134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2134
 CK2134  HISTORY     - Date     Condition        Report By
 CK2134  HISTORY     - 1981     MONUMENTED       NOS
 CK2134  HISTORY     - 1981     GOOD             SCGS
 CK2134
 CK2134                          STATION DESCRIPTION
 CK2134
 CK2134'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2134'IN DAUFUSKIE ISLAND.
 CK2134'0.1 KILOMETER (0.05 MILE) WEST ALONG A SAND ROAD FROM THE DAUFUSKIE
 CK2134'REAR RANGE LIGHTHOUSE, AT HAIGS POINT ON THE NORTHEAST END OF
 CK2134'DAUFUSKIE ISLAND, THENCE 0.24 KILOMETER (0.15 MILE) NORTHWEST ALONG
 CK2134'A WOODS ROAD TO A POWER LINE POLE SERVICING A U.S. GEOLOGICAL
 CK2134'SURVEY WATER MONITORING STATION, SET BY THE POWER LINE POLE,
 CK2134'APPROXIMATELY 64.0 METERS (210.0 FEET) SOUTHWEST OF THE HAIG POINT
 CK2134'LANDING DOCK, 21.79 METERS (71.5 FEET) WEST OF THE NORTHWEST CORNER
 CK2134'OF THE MOST WESTERLY REMAINS OF SOME TABBY HOUSES, 15.24 METERS
 CK2134'(50.0 FEET) WEST OF THE CENTER OF A FIELD ROAD THAT LEADS BACK TO
 CK2134'THE LIGHTHOUSE ROAD, 6.7 METERS (22.0 FEET) NORTHEAST OF THE EAST
 CK2134'NORTHEAST FACE OF THE WATER MONITORING STATION, 1.98 METERS (6.5 FEET)
 CK2134'NORTH OF THE POWER LINE POLE.
 CK2134'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK0758 ***********************************************************************
 CK0758  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0758  DESIGNATION -  866 9493 TIDAL 3
 CK0758  PID         -  CK0758
 CK0758  STATE/COUNTY-  SC/BEAUFORT
 CK0758  USGS QUAD   -  BLUFFTON (1972)
 CK0758
 CK0758                         *CURRENT SURVEY CONTROL
 CK0758  ___________________________________________________________________
 CK0758* NAD 83(1986)-  32 08 43.     (N)    080 50 10.     (W)     SCALED    
 CK0758* NAVD 88     -         5.944  (meters)      19.50   (feet)  ADJUSTED  
 CK0758  ___________________________________________________________________
 CK0758  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK0758  DYNAMIC HT  -           5.937 (meters)      19.48  (feet)  COMP
 CK0758  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 CK0758
 CK0758  VERT ORDER  -  SECOND    CLASS 0
 CK0758
 CK0758.The horizontal coordinates were scaled from a topographic map and have
 CK0758.an estimated accuracy of +/- 6 seconds.
 CK0758
 CK0758.The orthometric height was determined by differential leveling
 CK0758.and adjusted by the National Geodetic Survey in June 1991..
 CK0758
 CK0758.This Tidal Bench Mark is designated as VM 4661
 CK0758.by the Center for Operational Oceanographic Products and Services.
 CK0758
 CK0758.The geoid height was determined by GEOID03.
 CK0758
 CK0758.The dynamic height is computed by dividing the NAVD 88
 CK0758.geopotential number by the normal gravity value computed on the
 CK0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0758.degrees latitude (g = 980.6199 gals.).
 CK0758
 CK0758.The modeled gravity was interpolated from observed gravity values.
 CK0758
 CK0758;                    North         East    Units  Estimated Accuracy
 CK0758;SPC SC       -    34,610.      625,060.      MT  (+/- 180 meters Scaled)
 CK0758
 CK0758                          SUPERSEDED SURVEY CONTROL
 CK0758
 CK0758  NGVD 29 (03/21/89)    6.224  (m)           20.42   (f) ADJUSTED    2 0
 CK0758
 CK0758.Superseded values are not recommended for survey control.
 CK0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0758.See file dsdata.txt to determine how the superseded data were derived.
 CK0758
 CK0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR154565(NAD 83)
 CK0758_MARKER: DJ = TIDAL STATION DISK
 CK0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0758_MARK LOGO: CGS   
 CK0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0758+STABILITY: SURFACE MOTION
 CK0758
 CK0758  HISTORY     - Date     Condition        Report By
 CK0758  HISTORY     - UNK      MONUMENTED       CGS
 CK0758  HISTORY     - 1962     GOOD             NGS
 CK0758  HISTORY     - 1981     POOR             SCGS
 CK0758  HISTORY     - 20030602 MARK NOT FOUND   SCGS
 CK0758
 CK0758                          STATION DESCRIPTION
 CK0758
 CK0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0758'4.5 MI NE FROM DAUFUSKIE ISLAND.
 CK0758'4.5 MILES NORTHEAST ON DIRT ROAD FROM THE POST OFFICE ON
 CK0758'DAUFUSKIE ISLAND.  ON THE NORTHEAST END OF THE ISLAND NEAR OLD
 CK0758'LIGHTHOUSE.  61 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CK0758'BRICK BUILDING SOUTH OF LIGHTHOUSE, 35 FEET SOUTHEAST OF THE
 CK0758'SOUTHEAST CORNER OF LIGHTHOUSE AND 6 FEET EAST OF DIM PATH
 CK0758'RUNNING ALONG THE EAST SIDE OF THE LIGHTHOUSE.  SET IN THE
 CK0758'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 CK0758'OF THE GROUND.
 CK0758
 CK0758                          STATION RECOVERY (1981)
 CK0758
 CK0758'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK0758'RECOVERED IN POOR CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 CK0758'THE MARK IS NOT SUITABLE FOR LEVELING, THE POST IS LOOSE AND MAY BE
 CK0758'BROKEN OFF BELOW THE SURFACE.
 CK0758
 CK0758                          STATION RECOVERY (2003)
 CK0758
 CK0758'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK0758'NOT RECOVERED, A 15 MINUTES SEARCH WAS CONDUCTED WITH NO RESULTS, AREA
 CK0758'CHANGED DUE  TO NEW TABBY SIDEWALKS AND TREE REMOVAL. RECOVERY BY T.
 CK0758'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2135 ***********************************************************************
 CK2135  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2135  DESIGNATION -  866 9493 TIDAL 4
 CK2135  PID         -  CK2135
 CK2135  STATE/COUNTY-  SC/BEAUFORT
 CK2135  USGS QUAD   -  BLUFFTON (1972)
 CK2135
 CK2135                         *CURRENT SURVEY CONTROL
 CK2135  ___________________________________________________________________
 CK2135* NAD 83(1986)-  32 08 44.     (N)    080 50 11.     (W)     SCALED    
 CK2135* NAVD 88     -         6.060  (meters)      19.88   (feet)  ADJUSTED  
 CK2135  ___________________________________________________________________
 CK2135  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK2135  DYNAMIC HT  -           6.053 (meters)      19.86  (feet)  COMP
 CK2135  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CK2135
 CK2135  VERT ORDER  -  FIRST     CLASS II
 CK2135
 CK2135.The horizontal coordinates were scaled from a topographic map and have
 CK2135.an estimated accuracy of +/- 6 seconds.
 CK2135
 CK2135.The orthometric height was determined by differential leveling
 CK2135.and adjusted by the National Geodetic Survey in June 1991..
 CK2135
 CK2135.This Tidal Bench Mark is designated as VM 4655
 CK2135.by the Center for Operational Oceanographic Products and Services.
 CK2135
 CK2135.The geoid height was determined by GEOID03.
 CK2135
 CK2135.The dynamic height is computed by dividing the NAVD 88
 CK2135.geopotential number by the normal gravity value computed on the
 CK2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2135.degrees latitude (g = 980.6199 gals.).
 CK2135
 CK2135.The modeled gravity was interpolated from observed gravity values.
 CK2135
 CK2135;                    North         East    Units  Estimated Accuracy
 CK2135;SPC SC       -    34,640.      625,040.      MT  (+/- 180 meters Scaled)
 CK2135
 CK2135                          SUPERSEDED SURVEY CONTROL
 CK2135
 CK2135  NGVD 29 (03/21/89)    6.340  (m)           20.80   (f) ADJUSTED    1 2
 CK2135
 CK2135.Superseded values are not recommended for survey control.
 CK2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2135.See file dsdata.txt to determine how the superseded data were derived.
 CK2135
 CK2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR154565(NAD 83)
 CK2135_MARKER: DJ = TIDAL STATION DISK
 CK2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2135_SP_SET: CONCRETE POST
 CK2135_STAMPING: NO 4 1973
 CK2135_MARK LOGO: NOS   
 CK2135_PROJECTION: FLUSH
 CK2135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2135+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 CK2135
 CK2135  HISTORY     - Date     Condition        Report By
 CK2135  HISTORY     - 1973     MONUMENTED       NOS
 CK2135  HISTORY     - 1981     GOOD             SCGS
 CK2135  HISTORY     - 20030602 GOOD             SCGS
 CK2135
 CK2135                          STATION DESCRIPTION
 CK2135
 CK2135'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2135'IN DAUFUSKIE ISLAND.
 CK2135'AT THE DAUFUSKIE ISLAND REAR RANGE LIGHT HOUSE, AT HAIGS POINT, ON
 CK2135'THE NORTHEAST END OF DAUFUSKIE ISLAND, SET IN THE FRONT OF THE
 CK2135'NORTHEAST CORNER OF THE PORCH, 25.08 METERS (82.3 FEET) EAST
 CK2135'SOUTHEAST OF TIDAL STATION NO 5, 10.88 METERS (35.7 FEET) EAST
 CK2135'SOUTHEAST OF THE NORTHEAST CORNER OF A WATER CISTERN, 7.01 METERS
 CK2135'(23.0 FEET) WEST OF THE TOP OF THE BLUFF, 0.9 METER (3.0 FEET)
 CK2135'NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH, 1.21 METERS
 CK2135'(4.0 FEET) SOUTH SOUTHEAST OF A 20 INCH PALMETTO TREE.
 CK2135'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK2135
 CK2135                          STATION RECOVERY (2003)
 CK2135
 CK2135'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2135'STATION IS LOCATED ON DAUFUSKIE ISLAND, 6.9 MILES SOUTHWEST OF HILTON
 CK2135'HEAD, 21.95 MILES  SOUTH SOUTHWEST OF BEAUFORT. OWNERSHIP--HAIG POINT,
 CK2135'P.O. DRAWER 7319, 10 HAIG POINT  CIRCLE, HILTON HEAD ISLAND, SC 29938,
 CK2135'PHONE 843-686-9217, ATTENTION-RICHARD INGLIS. TO REACH THE STATION
 CK2135'FROM THE CLOCK TOWER-BAGGAGE PICKUP AND DROP-OFF  CENTER AT THE
 CK2135'DAUFUSKIE ISLAND HAIG POINT LANDING, GO SOUTHWEST ON THE MAIN  ISLAND
 CK2135'ROAD FOR 0.05 MILE TO A SMALL TRAFFIC CIRCLE JUNCTION OF HAIG POINT
 CK2135'ROAD  AHEAD AND LIGHTHOUSE LANE LEFT, TURN LEFT ON LIGHTHOUSE LANE FOR
 CK2135'0.15 MILE TO  THE STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF
 CK2135'THE  LIGHTHOUSE/GUESTHOUSE. STATION IS A CONCRETE POST FLUSH WITH THE
 CK2135'GROUND, 2.9 FEET NORTHEAST OF THE  NORTHEAST CORNER OF THE PORCH, 3.7
 CK2135'FEET SOUTHEAST OF A 1.0-FOOT PALMETTO TREE, 29.5  FEET NORTH NORTHWEST
 CK2135'OF A FLAG POLE, 35.0 FEET EAST OF THE NORTHEAST CORNER OF A  BRICK
 CK2135'CISTERN, 81.7 FEET EAST OF TIDAL BENCH MARK 866 9493 TIDAL 5.
 CK2135'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2136 ***********************************************************************
 CK2136  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2136  DESIGNATION -  866 9493 TIDAL 5
 CK2136  PID         -  CK2136
 CK2136  STATE/COUNTY-  SC/BEAUFORT
 CK2136  USGS QUAD   -  BLUFFTON (1972)
 CK2136
 CK2136                         *CURRENT SURVEY CONTROL
 CK2136  ___________________________________________________________________
 CK2136* NAD 83(1986)-  32 08 43.     (N)    080 50 12.     (W)     SCALED    
 CK2136* NAVD 88     -         5.342  (meters)      17.53   (feet)  ADJUSTED  
 CK2136  ___________________________________________________________________
 CK2136  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK2136  DYNAMIC HT  -           5.336 (meters)      17.51  (feet)  COMP
 CK2136  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CK2136
 CK2136  VERT ORDER  -  FIRST     CLASS II
 CK2136
 CK2136.The horizontal coordinates were scaled from a topographic map and have
 CK2136.an estimated accuracy of +/- 6 seconds.
 CK2136
 CK2136.The orthometric height was determined by differential leveling
 CK2136.and adjusted by the National Geodetic Survey in June 1991..
 CK2136
 CK2136.This Tidal Bench Mark is designated as VM 4656
 CK2136.by the Center for Operational Oceanographic Products and Services.
 CK2136
 CK2136.The geoid height was determined by GEOID03.
 CK2136
 CK2136.The dynamic height is computed by dividing the NAVD 88
 CK2136.geopotential number by the normal gravity value computed on the
 CK2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2136.degrees latitude (g = 980.6199 gals.).
 CK2136
 CK2136.The modeled gravity was interpolated from observed gravity values.
 CK2136
 CK2136;                    North         East    Units  Estimated Accuracy
 CK2136;SPC SC       -    34,610.      625,010.      MT  (+/- 180 meters Scaled)
 CK2136
 CK2136                          SUPERSEDED SURVEY CONTROL
 CK2136
 CK2136  NGVD 29 (03/21/89)    5.623  (m)           18.45   (f) ADJUSTED    1 2
 CK2136
 CK2136.Superseded values are not recommended for survey control.
 CK2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2136.See file dsdata.txt to determine how the superseded data were derived.
 CK2136
 CK2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR154565(NAD 83)
 CK2136_MARKER: DJ = TIDAL STATION DISK
 CK2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2136_SP_SET: CONCRETE POST
 CK2136_STAMPING: NO 5 1973
 CK2136_MARK LOGO: NOS   
 CK2136_PROJECTION: FLUSH
 CK2136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK2136+STABILITY: SURFACE MOTION
 CK2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2136+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 CK2136
 CK2136  HISTORY     - Date     Condition        Report By
 CK2136  HISTORY     - 1973     MONUMENTED       NOS
 CK2136  HISTORY     - 1981     GOOD             SCGS
 CK2136  HISTORY     - 20030602 GOOD             SCGS
 CK2136
 CK2136                          STATION DESCRIPTION
 CK2136
 CK2136'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2136'IN DAUFUSKIE ISLAND.
 CK2136'AT THE DAUFUSKIE ISLAND REAR RANGE LIGHTHOUSE, AT HAIGS POINT ON THE
 CK2136'NORTHEAST END OF THE ISLAND, 23.31 METERS (76.5 FEET) NORTH OF
 CK2136'THE CENTER OF THE ROAD TO THE LIGHTHOUSE, 13.41 METERS (44.0 FEET)
 CK2136'NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE LIGHT HOUSE,  7.92
 CK2136'METERS (26.7 FEET) NORTHWEST OF A 24 INCH PALMETTO TREE, 3.04 METERS
 CK2136'(10.0 FEET) SOUTH SOUTHEAST OF A 15 INCH PALMETTO TREE, 29.5 METERS
 CK2136'(97.0 FEET) WEST OF THE TOP OF THE BLUFF.
 CK2136'THE MARK IS ABOVE LEVEL WITH GROUND.
 CK2136
 CK2136                          STATION RECOVERY (2003)
 CK2136
 CK2136'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2136'STATION IS LOCATED ON DAUFUSKIE ISLAND, 6.9 MILES SOUTHWEST OF HILTON
 CK2136'HEAD, 21.95 MILES  SOUTH SOUTHWEST OF BEAUFORT. OWNERSHIP--HAIG POINT,
 CK2136'P.O. DRAWER 7319, 10 HAIG POINT  CIRCLE, HILTON HEAD ISLAND, SC 29938,
 CK2136'PHONE 843-686-9217, ATTENTION-RICHARD INGLIS. TO REACH THE STATION
 CK2136'FROM THE CLOCK TOWER-BAGGAGE PICKUP AND DROP-OFF  CENTER AT THE
 CK2136'DAUFUSKIE ISLAND HAIG POINT LANDING, GO SOUTHWEST ON THE MAIN  ISLAND
 CK2136'ROAD FOR 0.05 MILE TO A SMALL TRAFFIC CIRCLE JUNCTION OF HAIG POINT
 CK2136'ROAD  AHEAD AND LIGHTHOUSE LANE LEFT, TURN LEFT ON LIGHTHOUSE LANE FOR
 CK2136'0.15 MILE TO  THE STATION ON THE LEFT NEAR THE NORTHWEST CORNER OF THE
 CK2136'LIGHTHOUSE/GUESTHOUSE. STATION IS A CONCRETE POST FLUSH WITH THE
 CK2136'GROUND, 43.5 FEET NORTHWEST OF THE  NORTHWEST CORNER OF THE HOUSE,
 CK2136'24.8 FEET SOUTH SOUTHEAST OF A METAL PUMP STAND  PIPE PROJECTING FOUR
 CK2136'FEET, 32.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK  CISTERN,
 CK2136'81.7 FEET WEST OF TIDAL BENCH MARK 866 9493 TIDAL 4. RECOVERED BY T.
 CK2136'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1947 ***********************************************************************
 CK1947  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1947  DESIGNATION -  866 9531 C TIDAL
 CK1947  PID         -  CK1947
 CK1947  STATE/COUNTY-  SC/BEAUFORT
 CK1947  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1947
 CK1947                         *CURRENT SURVEY CONTROL
 CK1947  ___________________________________________________________________
 CK1947* NAD 83(1986)-  32 08 23.     (N)    080 55 49.     (W)     SCALED    
 CK1947* NAVD 88     -         2.856  (meters)       9.37   (feet)  ADJUSTED  
 CK1947  ___________________________________________________________________
 CK1947  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 CK1947  DYNAMIC HT  -           2.853 (meters)       9.36  (feet)  COMP
 CK1947  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 CK1947
 CK1947  VERT ORDER  -  FIRST     CLASS II
 CK1947
 CK1947.The horizontal coordinates were scaled from a topographic map and have
 CK1947.an estimated accuracy of +/- 6 seconds.
 CK1947
 CK1947.The orthometric height was determined by differential leveling
 CK1947.and adjusted by the National Geodetic Survey in June 1991..
 CK1947
 CK1947.This Tidal Bench Mark is designated as VM 4664
 CK1947.by the Center for Operational Oceanographic Products and Services.
 CK1947
 CK1947.The geoid height was determined by GEOID03.
 CK1947
 CK1947.The dynamic height is computed by dividing the NAVD 88
 CK1947.geopotential number by the normal gravity value computed on the
 CK1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1947.degrees latitude (g = 980.6199 gals.).
 CK1947
 CK1947.The modeled gravity was interpolated from observed gravity values.
 CK1947
 CK1947;                    North         East    Units  Estimated Accuracy
 CK1947;SPC SC       -    33,980.      616,180.      MT  (+/- 180 meters Scaled)
 CK1947
 CK1947                          SUPERSEDED SURVEY CONTROL
 CK1947
 CK1947  NGVD 29 (03/21/89)    3.136  (m)           10.29   (f) ADJUSTED    1 2
 CK1947
 CK1947.Superseded values are not recommended for survey control.
 CK1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1947.See file dsdata.txt to determine how the superseded data were derived.
 CK1947
 CK1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR065559(NAD 83)
 CK1947_MARKER: DJ = TIDAL STATION DISK
 CK1947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1947_STAMPING: 9531 C 1979
 CK1947_MARK LOGO: NOS   
 CK1947_PROJECTION: FLUSH
 CK1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1947+STABILITY: SURFACE MOTION
 CK1947_ROD/PIPE-DEPTH: 11.0 meters
 CK1947
 CK1947  HISTORY     - Date     Condition        Report By
 CK1947  HISTORY     - 1979     MONUMENTED       NOS
 CK1947  HISTORY     - 1981     GOOD             SCGS
 CK1947  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CK1947
 CK1947                          STATION DESCRIPTION
 CK1947
 CK1947'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1947'12.9 KM (8.0 MI) SW FROM BLUFFTON.
 CK1947'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46, FROM A
 CK1947'POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, THENCE 1.3
 CK1947'KILOMETERS (0.85 MILE) SOUTH ALONG COUNTY ROAD S-7-35 TO THE ENTRANCE
 CK1947'GATE OF THE PALMETTO BLUFF GAME PRESERVE, CONTINUE 6.4 KILOMETERS
 CK1947'(4.0 MILES) SOUTH ON A SAND ROAD, TO A SIDE ROAD RIGHT JUST AFTER
 CK1947'A SHARP LEFT CURVE, THENCE 6.6 KILOMETERS (4.1 MILES) SOUTH, RIGHT
 CK1947'TURN, TO A REVERSE FORK RIGHT, CONTINUE 2.1 KILOMETERS (1.35 MILES)
 CK1947'TO A WOODEN DOCK AND A PICNIC BUILDING, SET NORTHEAST OF THE PICNIC
 CK1947'BUILDING ON THE SOUTHEAST SIDE OF A SPUR ROAD LEADING NORTHEAST FROM
 CK1947'A CIRCLE ROAD THAT LEADS BACK TO THE MAIN ROAD, 30.4 METERS
 CK1947'(100.0 FEET) NORTHEAST OF THE INTERSECTION OF THE CIRCLE ROAD AND
 CK1947'THE ROAD LEADING NORTHEAST, 10.4 METERS (34.0 FEET) SOUTHEAST
 CK1947'AND ACROSS THE SPUR ROAD FROM A 50 INCH LIVE OAK TREE, 4.6 METERS
 CK1947'(15.5 FEET) SOUTHEAST OF CENTER OF THE SPUR ROAD, 3.7 METERS
 CK1947'(12.0 FEET) WEST NORTHWEST OF A 30 INCH TWIN TRUNK LIVE OAK TREE
 CK1947'THAT LEANS NORTHEAST.
 CK1947'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CK1947'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1947
 CK1947                          STATION RECOVERY (1990)
 CK1947
 CK1947'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1943 ***********************************************************************
 CK1943  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1943  DESIGNATION -  866 9531 D TIDAL
 CK1943  PID         -  CK1943
 CK1943  STATE/COUNTY-  SC/BEAUFORT
 CK1943  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1943
 CK1943                         *CURRENT SURVEY CONTROL
 CK1943  ___________________________________________________________________
 CK1943* NAD 83(1986)-  32 08 22.     (N)    080 55 54.     (W)     SCALED    
 CK1943* NAVD 88     -         2.395  (meters)       7.86   (feet)  ADJUSTED  
 CK1943  ___________________________________________________________________
 CK1943  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 CK1943  DYNAMIC HT  -           2.393 (meters)       7.85  (feet)  COMP
 CK1943  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CK1943
 CK1943  VERT ORDER  -  FIRST     CLASS II
 CK1943
 CK1943.The horizontal coordinates were scaled from a topographic map and have
 CK1943.an estimated accuracy of +/- 6 seconds.
 CK1943
 CK1943.The orthometric height was determined by differential leveling
 CK1943.and adjusted by the National Geodetic Survey in June 1991..
 CK1943
 CK1943.This Tidal Bench Mark is designated as VM 4665
 CK1943.by the Center for Operational Oceanographic Products and Services.
 CK1943
 CK1943.The geoid height was determined by GEOID03.
 CK1943
 CK1943.The dynamic height is computed by dividing the NAVD 88
 CK1943.geopotential number by the normal gravity value computed on the
 CK1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1943.degrees latitude (g = 980.6199 gals.).
 CK1943
 CK1943.The modeled gravity was interpolated from observed gravity values.
 CK1943
 CK1943;                    North         East    Units  Estimated Accuracy
 CK1943;SPC SC       -    33,950.      616,050.      MT  (+/- 180 meters Scaled)
 CK1943
 CK1943                          SUPERSEDED SURVEY CONTROL
 CK1943
 CK1943  NGVD 29 (03/21/89)    2.676  (m)            8.78   (f) ADJUSTED    1 2
 CK1943
 CK1943.Superseded values are not recommended for survey control.
 CK1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1943.See file dsdata.txt to determine how the superseded data were derived.
 CK1943
 CK1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR064558(NAD 83)
 CK1943_MARKER: DJ = TIDAL STATION DISK
 CK1943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1943_STAMPING: 9531 D 1979
 CK1943_MARK LOGO: NOS   
 CK1943_PROJECTION: FLUSH
 CK1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1943+STABILITY: SURFACE MOTION
 CK1943_ROD/PIPE-DEPTH: 9.1  meters
 CK1943
 CK1943  HISTORY     - Date     Condition        Report By
 CK1943  HISTORY     - 1979     MONUMENTED       NOS
 CK1943  HISTORY     - 1981     GOOD             SCGS
 CK1943  HISTORY     - 1990     GOOD             USPSQD
 CK1943
 CK1943                          STATION DESCRIPTION
 CK1943
 CK1943'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1943'12.9 KM (8.0 MI) SW FROM BLUFFTON.
 CK1943'8.6 KILOMETERS (5.35 MILE) WEST ALONG STATE HIGHWAY 46 FROM A POINT
 CK1943'IN BLUFFTON, WHERE STATE HIGHWAY 46 TURNS NORTH, THENCE 1.3 KILOMETERS
 CK1943'(0.85 MILE) SOUTH ALONG COUNTY ROAD S-7-35, TO THE ENTRANCE GATE
 CK1943'OF THE PALMETTO BLUFF GAME PRESERVE, CONTINUE 6.4 KILOMETERS
 CK1943'(4.0 MILES) SOUTH ON A SAND ROAD TO A SIDE ROAD RIGHT, JUST PAST
 CK1943'A SHARP LEFT CURVE, THENCE 6.6 KILOMETERS (4.1 MILES) SOUTH, RIGHT
 CK1943'TURN, TO A REVERSE FORK RIGHT, CONTINUE 2.1 KILOMETERS (1.35 MILES)
 CK1943'TO A FORK, JUST BEFORE REACHING A WOODEN DOCK AND A PICNIC HOUSE,
 CK1943'SET ON THE SOUTH SOUTHWEST SIDE OF THE ROAD AT THE FORK, 15.8 METERS
 CK1943'(52.0 FEET) SOUTH SOUTHWEST OF THE CENTERLINE OF THE FORK LEFT LEADING
 CK1943'NORTHEAST, 9.10 METERS (30.0 FEET) SOUTH SOUTHWEST OF THE CENTERLINE
 CK1943'OF THE MAIN ROAD AND 3.70 METERS (12.5 FEET) NORTHWEST OF A 36 INCH
 CK1943'OAK TREE LEANING NORTHEAST.
 CK1943'THE MARK IS 0.30 METERS  NNE FROM A WITNESS POST.
 CK1943'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK1943
 CK1943                          STATION RECOVERY (1990)
 CK1943
 CK1943'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1944 ***********************************************************************
 CK1944  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1944  DESIGNATION -  866 9531 E TIDAL
 CK1944  PID         -  CK1944
 CK1944  STATE/COUNTY-  SC/BEAUFORT
 CK1944  USGS QUAD   -  PRITCHARDVILLE (1971)
 CK1944
 CK1944                         *CURRENT SURVEY CONTROL
 CK1944  ___________________________________________________________________
 CK1944* NAD 83(1986)-  32 08 21.     (N)    080 55 51.     (W)     SCALED    
 CK1944* NAVD 88     -         2.201  (meters)       7.22   (feet)  ADJUSTED  
 CK1944  ___________________________________________________________________
 CK1944  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 CK1944  DYNAMIC HT  -           2.199 (meters)       7.21  (feet)  COMP
 CK1944  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CK1944
 CK1944  VERT ORDER  -  FIRST     CLASS II
 CK1944
 CK1944.The horizontal coordinates were scaled from a topographic map and have
 CK1944.an estimated accuracy of +/- 6 seconds.
 CK1944
 CK1944.The orthometric height was determined by differential leveling
 CK1944.and adjusted by the National Geodetic Survey in June 1991..
 CK1944
 CK1944.This Tidal Bench Mark is designated as VM 4666
 CK1944.by the Center for Operational Oceanographic Products and Services.
 CK1944
 CK1944.The geoid height was determined by GEOID03.
 CK1944
 CK1944.The dynamic height is computed by dividing the NAVD 88
 CK1944.geopotential number by the normal gravity value computed on the
 CK1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1944.degrees latitude (g = 980.6199 gals.).
 CK1944
 CK1944.The modeled gravity was interpolated from observed gravity values.
 CK1944
 CK1944;                    North         East    Units  Estimated Accuracy
 CK1944;SPC SC       -    33,920.      616,130.      MT  (+/- 180 meters Scaled)
 CK1944
 CK1944                          SUPERSEDED SURVEY CONTROL
 CK1944
 CK1944  NGVD 29 (03/21/89)    2.481  (m)            8.14   (f) ADJUSTED    1 2
 CK1944
 CK1944.Superseded values are not recommended for survey control.
 CK1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1944.See file dsdata.txt to determine how the superseded data were derived.
 CK1944
 CK1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR065558(NAD 83)
 CK1944_MARKER: DJ = TIDAL STATION DISK
 CK1944_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1944_STAMPING: 9531 E 1979
 CK1944_MARK LOGO: NOS   
 CK1944_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1944+STABILITY: SURFACE MOTION
 CK1944_ROD/PIPE-DEPTH: 11.0 meters
 CK1944
 CK1944  HISTORY     - Date     Condition        Report By
 CK1944  HISTORY     - 1979     MONUMENTED       NOS
 CK1944  HISTORY     - 1981     GOOD             SCGS
 CK1944  HISTORY     - 1990     GOOD             USPSQD
 CK1944
 CK1944                          STATION DESCRIPTION
 CK1944
 CK1944'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1944'12.9 KM (8.0 MI) SW FROM BLUFFTON.
 CK1944'8.6 KILOMETERS (5.35 MILES) WEST ALONG STATE HIGHWAY 46, FROM A
 CK1944'POINT IN BLUFFTON WHERE STATE HIGHWAY 46 TURNS NORTH, THENCE
 CK1944'1.3 KILOMETERS (0.85 MILE) SOUTH ALONG COUNTY ROAD S-7-35 TO THE
 CK1944'ENTRANCE GATE OF THE PALMETTO BLUFF GAME PRESERVE, CONTINUE 6.4
 CK1944'KILOMETERS (4.0 MILES) SOUTH ON A SAND ROAD TO A SIDE ROAD RIGHT,
 CK1944'JUST PAST A SHARP CURVE LEFT, THENCE 6.6 KILOMETERS (4.1 MILES)
 CK1944'SOUTH, RIGHT TURN, TO A REVERSE FORK RIGHT, CONTINUE 2.1 KILOMETERS
 CK1944'(1.35 MILES) TO A WOODEN DOCK AND A PICNIC HOUSE, SET 15.5 METERS
 CK1944'(51.0 FEET) WEST NORTHWEST OF THE CENTER OF THE NORTHWEST END OF
 CK1944'THE DOCK, 12.8 METERS (48.0 FEET) SOUTH OF THE CENTER OF THE SAND
 CK1944'ROAD, 6.4 METERS (21.0 FEET) SOUTHWEST OF A 15 INCH PALMETTO TREE.
 CK1944'THE MARK IS ABOVE LEVEL WITH SAND ROAD.
 CK1944
 CK1944                          STATION RECOVERY (1990)
 CK1944
 CK1944'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 CK1944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1969 ***********************************************************************
 CK1969  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1969  DESIGNATION -  866 9575 D TIDAL
 CK1969  PID         -  CK1969
 CK1969  STATE/COUNTY-  SC/JASPER
 CK1969  USGS QUAD   -  LIMEHOUSE (1980)
 CK1969
 CK1969                         *CURRENT SURVEY CONTROL
 CK1969  ___________________________________________________________________
 CK1969* NAD 83(1986)-  32 07 53.     (N)    081 00 49.     (W)     SCALED    
 CK1969* NAVD 88     -         1.461  (meters)       4.79   (feet)  ADJUSTED  
 CK1969  ___________________________________________________________________
 CK1969  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 CK1969  DYNAMIC HT  -           1.459 (meters)       4.79  (feet)  COMP
 CK1969  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CK1969
 CK1969  VERT ORDER  -  FIRST     CLASS II
 CK1969
 CK1969.The horizontal coordinates were scaled from a topographic map and have
 CK1969.an estimated accuracy of +/- 6 seconds.
 CK1969
 CK1969.The orthometric height was determined by differential leveling
 CK1969.and adjusted by the National Geodetic Survey in June 1991..
 CK1969
 CK1969.This Tidal Bench Mark is designated as VM 4667
 CK1969.by the Center for Operational Oceanographic Products and Services.
 CK1969
 CK1969.The geoid height was determined by GEOID03.
 CK1969
 CK1969.The dynamic height is computed by dividing the NAVD 88
 CK1969.geopotential number by the normal gravity value computed on the
 CK1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1969.degrees latitude (g = 980.6199 gals.).
 CK1969
 CK1969.The modeled gravity was interpolated from observed gravity values.
 CK1969
 CK1969;                    North         East    Units  Estimated Accuracy
 CK1969;SPC SC       -    33,060.      608,320.      MT  (+/- 180 meters Scaled)
 CK1969
 CK1969                          SUPERSEDED SURVEY CONTROL
 CK1969
 CK1969  NGVD 29 (03/21/89)    1.740  (m)            5.71   (f) ADJUSTED    1 2
 CK1969
 CK1969.Superseded values are not recommended for survey control.
 CK1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1969.See file dsdata.txt to determine how the superseded data were derived.
 CK1969
 CK1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR987549(NAD 83)
 CK1969_MARKER: DJ = TIDAL STATION DISK
 CK1969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1969_SP_SET: STAINLESS STEEL ROD
 CK1969_STAMPING: 9575 D 1979
 CK1969_MARK LOGO: NOS   
 CK1969_PROJECTION: FLUSH
 CK1969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1969+STABILITY: POSITION/ELEVATION WELL
 CK1969_ROD/PIPE-DEPTH: 14.6 meters
 CK1969
 CK1969  HISTORY     - Date     Condition        Report By
 CK1969  HISTORY     - 1979     MONUMENTED       NOS
 CK1969  HISTORY     - 1981     GOOD             SCGS
 CK1969
 CK1969                          STATION DESCRIPTION
 CK1969
 CK1969'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1969'9.6 KM (6.0 MI) NE FROM SAVANNAH.
 CK1969'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1969'17, FROM THE NORTHWEST END OF THE BACK RIVER BRIDGE AND THE SOUTH
 CK1969'CAROLINA STATE LINE, JUST NORTH OF SAVANNAH GEORGIA, THENCE 4.0
 CK1969'KILOMETERS (2.4 MILES) NORTHEAST ALONG STATE HIGHWAY ALTERNATE
 CK1969'170, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH, REVERSE FORK RIGHT,
 CK1969'ALONG COUNTY ROAD S-27-193, THENCE 2.1 KILOMETERS (1.3 MILES) SOUTH
 CK1969'SOUTHEAST, RIGHT FORK, ALONG A SAND ROAD TO THE END OF THE ROAD
 CK1969'AND A BOAT RAMP, SET ON THE EAST SIDE OF THE SAND ROAD, ABOUT 153
 CK1969'YARDS NORTH OF THE NORTH END OF THE PARKING LOT, 39.6 METERS
 CK1969'(130.0 FEET) NORTHEAST OF 866 9575 C TIDAL, 31.7 METERS (104.0 FEET)
 CK1969'SOUTH SOUTHEAST OF 866 9575 E TIDAL, 5.3 METERS (17.6 FEET) EAST OF
 CK1969'THE CENTER OF THE SAND ROAD, 1.3 METERS (4.5 FEET) WEST NORTHWEST
 CK1969'OF AN 18 INCH TREE.
 CK1969'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1968 ***********************************************************************
 CK1968  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1968  DESIGNATION -  866 9575 E TIDAL
 CK1968  PID         -  CK1968
 CK1968  STATE/COUNTY-  SC/JASPER
 CK1968  USGS QUAD   -  LIMEHOUSE (1980)
 CK1968
 CK1968                         *CURRENT SURVEY CONTROL
 CK1968  ___________________________________________________________________
 CK1968* NAD 83(1986)-  32 07 54.     (N)    081 00 50.     (W)     SCALED    
 CK1968* NAVD 88     -         1.178  (meters)       3.86   (feet)  ADJUSTED  
 CK1968  ___________________________________________________________________
 CK1968  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 CK1968  DYNAMIC HT  -           1.176 (meters)       3.86  (feet)  COMP
 CK1968  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CK1968
 CK1968  VERT ORDER  -  FIRST     CLASS II
 CK1968
 CK1968.The horizontal coordinates were scaled from a topographic map and have
 CK1968.an estimated accuracy of +/- 6 seconds.
 CK1968
 CK1968.The orthometric height was determined by differential leveling
 CK1968.and adjusted by the National Geodetic Survey in June 1991..
 CK1968
 CK1968.This Tidal Bench Mark is designated as VM 4668
 CK1968.by the Center for Operational Oceanographic Products and Services.
 CK1968
 CK1968.The geoid height was determined by GEOID03.
 CK1968
 CK1968.The dynamic height is computed by dividing the NAVD 88
 CK1968.geopotential number by the normal gravity value computed on the
 CK1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1968.degrees latitude (g = 980.6199 gals.).
 CK1968
 CK1968.The modeled gravity was interpolated from observed gravity values.
 CK1968
 CK1968;                    North         East    Units  Estimated Accuracy
 CK1968;SPC SC       -    33,090.      608,290.      MT  (+/- 180 meters Scaled)
 CK1968
 CK1968                          SUPERSEDED SURVEY CONTROL
 CK1968
 CK1968  NGVD 29 (03/21/89)    1.456  (m)            4.78   (f) ADJUSTED    1 2
 CK1968
 CK1968.Superseded values are not recommended for survey control.
 CK1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1968.See file dsdata.txt to determine how the superseded data were derived.
 CK1968
 CK1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR986550(NAD 83)
 CK1968_MARKER: DJ = TIDAL STATION DISK
 CK1968_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1968_SP_SET: STAINLESS STEEL ROD
 CK1968_STAMPING: 9575 E 1979
 CK1968_MARK LOGO: NOS   
 CK1968_PROJECTION: FLUSH
 CK1968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1968+STABILITY: POSITION/ELEVATION WELL
 CK1968_ROD/PIPE-DEPTH: 14.0 meters
 CK1968
 CK1968  HISTORY     - Date     Condition        Report By
 CK1968  HISTORY     - 1979     MONUMENTED       NOS
 CK1968  HISTORY     - 1981     GOOD             SCGS
 CK1968
 CK1968                          STATION DESCRIPTION
 CK1968
 CK1968'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1968'9.6 KM (6.0 MI) NE FROM SAVANNAH.
 CK1968'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1968'17, FROM THE NORTHWEST END OF THE BACK RIVER BRIDGE AND THE SOUTH
 CK1968'CAROLINA STATE LINE, JUST NORTH OF SAVANNAH GEORGIA, THENCE
 CK1968'4.0 KILOMETERS (2.4 MILES) SOUTH, REVERSE FORK RIGHT, ALONG COUNTY
 CK1968'ROAD S-27-193, THENCE 2.1 KILOMETERS (1.3 MILES) SOUTH SOUTHEAST,
 CK1968'RIGHT FORK, ALONG A SAND ROAD TO THE END OF THE ROAD AND A BOAT
 CK1968'RAMP, SET ON THE WEST SIDE OF THE ROAD, ABOUT 0.1 MILE NORTH OF
 CK1968'THE PARKING LOT, 36.3 METERS (119.0 FEET) SOUTH OF 866 9575 F TIDAL,
 CK1968'31.7 METERS (104.0 FEET) NORTH OF 866 9575 D TIDAL, 6.7 METERS
 CK1968'(22.0 FEET) WEST OF THE CENTER OF THE SAND ROAD, 1.5 METERS (5.0 FEET)
 CK1968'NORTHWEST OF A 15 INCH PINE TREE.
 CK1968'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK1967 ***********************************************************************
 CK1967  TIDAL BM    -  This is a Tidal Bench Mark.
 CK1967  DESIGNATION -  866 9575 F TIDAL
 CK1967  PID         -  CK1967
 CK1967  STATE/COUNTY-  SC/JASPER
 CK1967  USGS QUAD   -  LIMEHOUSE (1980)
 CK1967
 CK1967                         *CURRENT SURVEY CONTROL
 CK1967  ___________________________________________________________________
 CK1967* NAD 83(1986)-  32 07 56.     (N)    081 00 48.     (W)     SCALED    
 CK1967* NAVD 88     -         1.068  (meters)       3.50   (feet)  ADJUSTED  
 CK1967  ___________________________________________________________________
 CK1967  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 CK1967  DYNAMIC HT  -           1.067 (meters)       3.50  (feet)  COMP
 CK1967  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CK1967
 CK1967  VERT ORDER  -  FIRST     CLASS II
 CK1967
 CK1967.The horizontal coordinates were scaled from a topographic map and have
 CK1967.an estimated accuracy of +/- 6 seconds.
 CK1967
 CK1967.The orthometric height was determined by differential leveling
 CK1967.and adjusted by the National Geodetic Survey in June 1991..
 CK1967
 CK1967.This Tidal Bench Mark is designated as VM 4669
 CK1967.by the Center for Operational Oceanographic Products and Services.
 CK1967
 CK1967.The geoid height was determined by GEOID03.
 CK1967
 CK1967.The dynamic height is computed by dividing the NAVD 88
 CK1967.geopotential number by the normal gravity value computed on the
 CK1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1967.degrees latitude (g = 980.6199 gals.).
 CK1967
 CK1967.The modeled gravity was interpolated from observed gravity values.
 CK1967
 CK1967;                    North         East    Units  Estimated Accuracy
 CK1967;SPC SC       -    33,150.      608,340.      MT  (+/- 180 meters Scaled)
 CK1967
 CK1967                          SUPERSEDED SURVEY CONTROL
 CK1967
 CK1967  NGVD 29 (03/21/89)    1.347  (m)            4.42   (f) ADJUSTED    1 2
 CK1967
 CK1967.Superseded values are not recommended for survey control.
 CK1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1967.See file dsdata.txt to determine how the superseded data were derived.
 CK1967
 CK1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR987550(NAD 83)
 CK1967_MARKER: DB = BENCH MARK DISK
 CK1967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1967_SP_SET: STAINLESS STEEL ROD
 CK1967_STAMPING: 9575 F 1979
 CK1967_MARK LOGO: NOS   
 CK1967_PROJECTION: FLUSH
 CK1967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK1967+STABILITY: POSITION/ELEVATION WELL
 CK1967_ROD/PIPE-DEPTH: 12.8 meters
 CK1967
 CK1967  HISTORY     - Date     Condition        Report By
 CK1967  HISTORY     - 1979     MONUMENTED       NOS
 CK1967  HISTORY     - 1981     GOOD             SCGS
 CK1967
 CK1967                          STATION DESCRIPTION
 CK1967
 CK1967'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK1967'9.6 KM (6.0 MI) NE FROM SAVANNAH.
 CK1967'6.4 KILOMETERS (4.0 MILES) NORTHEAST ALONG U.S. HIGHWAY ALTERNATE
 CK1967'17, FROM THE NORTHWEST END OF THE BACK RIVER BRIDGE AND THE SOUTH
 CK1967'CAROLINA STATE LINE, JUST NORTH OF SAVANNAH GEORGIA, THENCE 4.0
 CK1967'KILOMETERS (2.4 MILES) NORTHEAST ALONG STATE HIGHWAY ALTERNATE
 CK1967'170, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH, REVERSE FORK RIGHT,
 CK1967'ALONG COUNTY ROAD S-27-193, THENCE 2.1 KILOMETERS (1.3 MILES) SOUTH
 CK1967'SOUTHEAST, RIGHT FORK, ALONG A SAND ROAD TO THE END OF THE ROAD
 CK1967'AND A BOAT RAMP, SET ON THE EAST SIDE OF THE ROAD, AT THE SOUTH
 CK1967'END OF AN OPEN SWAMP, ABOUT 0.15 MILE NORTH OF THE PARKING LOT,
 CK1967'36.3 METERS (119.0 FEET) NORTH OF 866 9575 E TIDAL, 9.3 METERS
 CK1967'(30.5 FEET) NORTH OF THE MOST NORTHERLY PINE TREE ON THE EAST SIDE
 CK1967'OF THE ROAD, 5.8 METERS (19.0 FEET) EAST OF THE CENTER OF THE
 CK1967'ROAD.
 CK1967'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CK1967'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2107 ***********************************************************************
 CK2107  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2107  DESIGNATION -  866 9625 A TIDAL
 CK2107  PID         -  CK2107
 CK2107  STATE/COUNTY-  SC/BEAUFORT
 CK2107  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2107
 CK2107                         *CURRENT SURVEY CONTROL
 CK2107  ___________________________________________________________________
 CK2107* NAD 83(1986)-  32 06 48.     (N)    080 49 40.     (W)     SCALED    
 CK2107* NAVD 88     -         1.730  (meters)       5.68   (feet)  ADJUSTED  
 CK2107  ___________________________________________________________________
 CK2107  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2107  DYNAMIC HT  -           1.728 (meters)       5.67  (feet)  COMP
 CK2107  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 CK2107
 CK2107  VERT ORDER  -  FIRST     CLASS II
 CK2107
 CK2107.The horizontal coordinates were scaled from a topographic map and have
 CK2107.an estimated accuracy of +/- 6 seconds.
 CK2107
 CK2107.The orthometric height was determined by differential leveling
 CK2107.and adjusted by the National Geodetic Survey in June 1991..
 CK2107
 CK2107.This Tidal Bench Mark is designated as VM 4677
 CK2107.by the Center for Operational Oceanographic Products and Services.
 CK2107
 CK2107.The geoid height was determined by GEOID03.
 CK2107
 CK2107.The dynamic height is computed by dividing the NAVD 88
 CK2107.geopotential number by the normal gravity value computed on the
 CK2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2107.degrees latitude (g = 980.6199 gals.).
 CK2107
 CK2107.The modeled gravity was interpolated from observed gravity values.
 CK2107
 CK2107;                    North         East    Units  Estimated Accuracy
 CK2107;SPC SC       -    31,070.      625,860.      MT  (+/- 180 meters Scaled)
 CK2107
 CK2107                          SUPERSEDED SURVEY CONTROL
 CK2107
 CK2107  NGVD 29 (03/21/89)    2.012  (m)            6.60   (f) ADJUSTED    1 2
 CK2107
 CK2107.Superseded values are not recommended for survey control.
 CK2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2107.See file dsdata.txt to determine how the superseded data were derived.
 CK2107
 CK2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR162530(NAD 83)
 CK2107_MARKER: DJ = TIDAL STATION DISK
 CK2107_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2107_SP_SET: STAINLESS STEEL ROD
 CK2107_STAMPING: 9625 A 1980
 CK2107_MARK LOGO: NOS   
 CK2107_PROJECTION: FLUSH
 CK2107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2107+STABILITY: POSITION/ELEVATION WELL
 CK2107_ROD/PIPE-DEPTH: 13.7 meters
 CK2107
 CK2107  HISTORY     - Date     Condition        Report By
 CK2107  HISTORY     - 1980     MONUMENTED       NOS
 CK2107  HISTORY     - 1981     GOOD             SCGS
 CK2107  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CK2107  HISTORY     - 1990     GOOD             USPSQD
 CK2107  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 CK2107  HISTORY     - 19980225 GOOD             USPSQD
 CK2107  HISTORY     - 20030611 MARK NOT FOUND   SCGS
 CK2107
 CK2107                          STATION DESCRIPTION
 CK2107
 CK2107'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2107'IN HILTON HEAD ISLAND.
 CK2107'14.1 KILOMETERS (9.05 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY
 CK2107'278, FROM THE POST OFFICE AT THE NORTH END OF HILTON HEAD ISLAND,
 CK2107'TO THE SEA PINES TRAFFIC CIRCLE, FOLLOW THE CIRCLE TO THE OPPOSITE
 CK2107'SIDE, THENCE 1.7 KILOMETERS (1.05 MILES) SOUTHWEST ALONG GREENWOOD
 CK2107'DRIVE, THENCE 2.4 KILOMETERS (1.50 MILES) WEST ALONG SOUTH SEA PINES
 CK2107'DRIVE TO THE ROAD LEADING TO THE SOUTH BEACH VILLAS, ON THE LEFT,
 CK2107'THENCE 0.2 KILOMETER (0.1 MILE) SOUTHWEST ALONG THE ROAD TO THE END
 CK2107'OF THE PARKING LOT, SET NORTHWEST OF THE NORTHWEST BEACH FRONT
 CK2107'VILLA, 27.0 METERS (88.7 FEET) NORTHWEST OF THE CENTER OF THE
 CK2107'NORTHWEST END WALL OF THE VILLA, 25.7 METERS (84.6 FEET) SOUTH
 CK2107'SOUTHEAST OF A PATIO PILLAR SUPPORT OF A VILLA WITH STUCCO SIDING,
 CK2107'11.2 METERS (37.0 FEET) NORTH OF THE CENTER OF A 30 FOOT IN DIAMETER
 CK2107'CEMENT AND STONE PATIO AND 2.8 METERS (9.4 FEET) NORTHEAST OF A
 CK2107'12 INCH BENT PINE TREE.
 CK2107'THE MARK IS 4.30 METERS  S FROM A WITNESS POST.
 CK2107
 CK2107                          STATION RECOVERY (1988)
 CK2107
 CK2107'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2107'MARK NOT FOUND.
 CK2107
 CK2107                          STATION RECOVERY (1990)
 CK2107
 CK2107'RECOVERY NOTE BY US POWER SQUADRON 1990 (VTS)
 CK2107'RECOVERED IN GOOD CONDITION.
 CK2107
 CK2107                          STATION RECOVERY (1996)
 CK2107
 CK2107'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2107'MARK NOT FOUND.
 CK2107
 CK2107                          STATION RECOVERY (1998)
 CK2107
 CK2107'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK2107'RECOVERED IN GOOD CONDITION.
 CK2107
 CK2107                          STATION RECOVERY (2003)
 CK2107
 CK2107'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2107'NOT RECOVERED, A 15 MINUTES SEARCH WAS CONDUCTED WITH NO RESULTS, AREA
 CK2107'RE-LANDSCAPED, PRESUMED DESTROYED. RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2105 ***********************************************************************
 CK2105  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2105  DESIGNATION -  866 9625 E TIDAL
 CK2105  PID         -  CK2105
 CK2105  STATE/COUNTY-  SC/BEAUFORT
 CK2105  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2105
 CK2105                         *CURRENT SURVEY CONTROL
 CK2105  ___________________________________________________________________
 CK2105* NAD 83(1986)-  32 06 42.     (N)    080 49 30.     (W)     SCALED    
 CK2105* NAVD 88     -         1.415  (meters)       4.64   (feet)  ADJUSTED  
 CK2105  ___________________________________________________________________
 CK2105  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2105  DYNAMIC HT  -           1.413 (meters)       4.64  (feet)  COMP
 CK2105  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 CK2105
 CK2105  VERT ORDER  -  FIRST     CLASS II
 CK2105
 CK2105.The horizontal coordinates were scaled from a topographic map and have
 CK2105.an estimated accuracy of +/- 6 seconds.
 CK2105
 CK2105.The orthometric height was determined by differential leveling
 CK2105.and adjusted by the National Geodetic Survey in June 1991..
 CK2105
 CK2105.This Tidal Bench Mark is designated as VM 4678
 CK2105.by the Center for Operational Oceanographic Products and Services.
 CK2105
 CK2105.The geoid height was determined by GEOID03.
 CK2105
 CK2105.The dynamic height is computed by dividing the NAVD 88
 CK2105.geopotential number by the normal gravity value computed on the
 CK2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2105.degrees latitude (g = 980.6199 gals.).
 CK2105
 CK2105.The modeled gravity was interpolated from observed gravity values.
 CK2105
 CK2105;                    North         East    Units  Estimated Accuracy
 CK2105;SPC SC       -    30,880.      626,120.      MT  (+/- 180 meters Scaled)
 CK2105
 CK2105                          SUPERSEDED SURVEY CONTROL
 CK2105
 CK2105  NGVD 29 (03/21/89)    1.697  (m)            5.57   (f) ADJUSTED    1 2
 CK2105
 CK2105.Superseded values are not recommended for survey control.
 CK2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2105.See file dsdata.txt to determine how the superseded data were derived.
 CK2105
 CK2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR165528(NAD 83)
 CK2105_MARKER: DJ = TIDAL STATION DISK
 CK2105_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK2105_SP_SET: STAINLESS STEEL ROD
 CK2105_STAMPING: 9625 E 1980
 CK2105_MARK LOGO: NOS   
 CK2105_PROJECTION: RECESSED 5 CENTIMETERS
 CK2105_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK2105+STABILITY: POSITION/ELEVATION WELL
 CK2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK2105+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 CK2105_ROD/PIPE-DEPTH: 12.2 meters
 CK2105
 CK2105  HISTORY     - Date     Condition        Report By
 CK2105  HISTORY     - 1980     MONUMENTED       NOS
 CK2105  HISTORY     - 1981     GOOD             SCGS
 CK2105  HISTORY     - 1990     GOOD             USPSQD
 CK2105  HISTORY     - 19960609 GOOD             USPSQD
 CK2105  HISTORY     - 20030610 GOOD             SCGS
 CK2105  HISTORY     - 20040420 GOOD             USPSQD
 CK2105
 CK2105                          STATION DESCRIPTION
 CK2105
 CK2105'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2105'IN HILTON HEAD ISLAND.
 CK2105'14.1 KILOMETERS (9.05 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2105'FROM THE POST OFFICE AT THE NORTH END OF HILTON HEAD ISLAND, TO
 CK2105'THE SEA PINES TRAFFIC CIRCLE, FOLLOW THE CIRCLE TO THE OPPOSITE SIDE,
 CK2105'THENCE 1.7 KILOMETERS (1.05 MILES) SOUTHWEST ALONG GREENWOOD DRIVE,
 CK2105'THENCE 2.3 KILOMETERS (1.45 MILES) WEST ALONG SOUTH SEA PINES DRIVE,
 CK2105'TO THE JUNCTION OF MERGANSER COURT, SET ON THE LEFT BY A ROUND
 CK2105'CONCRETE SEWER COVER THAT PROJECTS 1.5 FEET, 14.9 METERS (49.0 FEET)
 CK2105'WEST SOUTHWEST OF THE CENTERLINE OF SOUTH SEA PINES DRIVE, 2.5 METERS
 CK2105'(8.5 FEET) WEST OF A 20 INCH OAK TREE, 2.4 METERS (8.0 FEET)
 CK2105'NORTH NORTHWEST OF THE CENTER OF A MANHOLE COVER AND 1.3 METERS
 CK2105'(4.5 FEET) SOUTH SOUTHEAST OF THE SOUTH SOUTHEAST EDGE OF A CONCRETE
 CK2105'WALK LEADING TO THE OCEAN.
 CK2105'THE MARK IS 0.60 METERS  NNW FROM A WITNESS POST.
 CK2105'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2105
 CK2105                          STATION RECOVERY (1990)
 CK2105
 CK2105'RECOVERY NOTE BY US POWER SQUADRON 1990 (JTS)
 CK2105'RECOVERED IN GOOD CONDITION.
 CK2105
 CK2105                          STATION RECOVERY (1996)
 CK2105
 CK2105'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2105'RECOVERED IN GOOD CONDITION.
 CK2105
 CK2105                          STATION RECOVERY (2003)
 CK2105
 CK2105'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2105'STATION IS LOCATED ON HILTON HEAD ISLAND, 23.65 MILES SOUTH SOUTHWEST
 CK2105'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2105'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK2105'FROM THE JUNCTION U.S. HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK2105'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK2105'SOUTHEAST ON HIGHWAY 278 BUSINESS FOR 8.5 MILES TO A TRAFFIC CIRCLE
 CK2105'JUNCTION OF  PALMETTO BAY ROAD RIGHT AND GREENWOOD DRIVE AHEAD,
 CK2105'CONTINUE ON GREENWOOD DRIVE  FOR 0.3 MILE TO A GUARD GATE ENTRANCE TO
 CK2105'SEA PINES PLANTATION, AFTER GAINING  PERMISSION/ACCESS, PROCEED AHEAD
 CK2105'ON GREENWOOD DRIVE FOR 1.4 MILES TO THE JUNCTION  OF PLANTATION DRIVE,
 CK2105'TURN RIGHT ON PLANTATION DRIVE FOR 1.0 MILE TO THE JUNCTION OF
 CK2105'LIGHTHOUSE ROAD, TURN LEFT ON LIGHTHOUSE ROAD FOR 0.5 MILE TO A LARGE
 CK2105'TRAFFIC CIRCLE  (FRASIER CIRCLE) AND GREENWOOD DRIVE, TURN RIGHT ON
 CK2105'GREENWOOD DRIVE FOR 1.0 MILE TO  THE JUNCTION OF SOUTH SEAPINES DRIVE,
 CK2105'TURN RIGHT ON SOUTH SEAPINES DRIVE FOR 1.4 MILES  TO THE STATION ON
 CK2105'THE LEFT IN THE SOUTHWEST ANGLE OF THE JUNCTION OF A SIDEWALK  LEADING
 CK2105'SOUTHWEST TO THE BEACH AND ACROSS THE ROAD FOR MERGANSER COURT RIGHT.
 CK2105'STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.2 FOOT
 CK2105'AND LEVEL WITH THE  SIDEWALK, 24.6 FEET WEST SOUTHWEST OF THE CENTER
 CK2105'OF AN ASPHALT BIKE PATH, 4.4 FEET SOUTH  SOUTHEAST OF THE SOUTHEAST
 CK2105'EDGE OF THE CONCRETE SIDEWALK LEADING TO THE BEACH, 48.9  FEET WEST
 CK2105'SOUTHWEST OF THE CENTER OF SOUTH SEAPINES DRIVE, 7.7 FEET NORTH
 CK2105'NORTHWEST  OF THE CENTER OF A METAL SEWER COVER SET ATOP A CONCRETE
 CK2105'WELL PROJECTING TWO  FEET, 8.7 FEET WEST OF A 2.5-FOOT LIVE OAK TREE,
 CK2105'22.5 FEET SOUTH SOUTHWEST OF THE  SOUTH CORNER OF A TELEPHONE JUNCTION
 CK2105'BOX NUMBER 55/6/24/5.  RECOVERED BY T. HALL.
 CK2105
 CK2105                          STATION RECOVERY (2004)
 CK2105
 CK2105'RECOVERY NOTE BY US POWER SQUADRON 2004 (PDL)
 CK2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2106 ***********************************************************************
 CK2106  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2106  DESIGNATION -  866 9625 F TIDAL
 CK2106  PID         -  CK2106
 CK2106  STATE/COUNTY-  SC/BEAUFORT
 CK2106  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2106
 CK2106                         *CURRENT SURVEY CONTROL
 CK2106  ___________________________________________________________________
 CK2106* NAD 83(1986)-  32 06 49.     (N)    080 49 36.     (W)     SCALED    
 CK2106* NAVD 88     -         2.031  (meters)       6.66   (feet)  ADJUSTED  
 CK2106  ___________________________________________________________________
 CK2106  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2106  DYNAMIC HT  -           2.028 (meters)       6.65  (feet)  COMP
 CK2106  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 CK2106
 CK2106  VERT ORDER  -  FIRST     CLASS II
 CK2106
 CK2106.The horizontal coordinates were scaled from a topographic map and have
 CK2106.an estimated accuracy of +/- 6 seconds.
 CK2106
 CK2106.The orthometric height was determined by differential leveling
 CK2106.and adjusted by the National Geodetic Survey in June 1991..
 CK2106
 CK2106.This Tidal Bench Mark is designated as VM 4679
 CK2106.by the Center for Operational Oceanographic Products and Services.
 CK2106
 CK2106.The geoid height was determined by GEOID03.
 CK2106
 CK2106.The dynamic height is computed by dividing the NAVD 88
 CK2106.geopotential number by the normal gravity value computed on the
 CK2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2106.degrees latitude (g = 980.6199 gals.).
 CK2106
 CK2106.The modeled gravity was interpolated from observed gravity values.
 CK2106
 CK2106;                    North         East    Units  Estimated Accuracy
 CK2106;SPC SC       -    31,100.      625,960.      MT  (+/- 180 meters Scaled)
 CK2106
 CK2106                          SUPERSEDED SURVEY CONTROL
 CK2106
 CK2106  NGVD 29 (04/23/92)    2.313  (m)            7.59   (f) ADJUSTED    1 2
 CK2106
 CK2106.Superseded values are not recommended for survey control.
 CK2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK2106.See file dsdata.txt to determine how the superseded data were derived.
 CK2106
 CK2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR163530(NAD 83)
 CK2106_MARKER: DJ = TIDAL STATION DISK
 CK2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK2106_SP_SET: CONCRETE POST
 CK2106_STAMPING: 9625 F 1981
 CK2106_MARK LOGO: NOS   
 CK2106_PROJECTION: RECESSED 8 CENTIMETERS
 CK2106_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK2106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK2106+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 CK2106
 CK2106  HISTORY     - Date     Condition        Report By
 CK2106  HISTORY     - 1981     MONUMENTED       NOS
 CK2106  HISTORY     - 1981     GOOD             SCGS
 CK2106  HISTORY     - 1988     GOOD             USPSQD
 CK2106  HISTORY     - 19880301 GOOD             SCGS
 CK2106  HISTORY     - 1990     GOOD             USPSQD
 CK2106  HISTORY     - 19960609 GOOD             USPSQD
 CK2106  HISTORY     - 20030611 GOOD             SCGS
 CK2106
 CK2106                          STATION DESCRIPTION
 CK2106
 CK2106'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981
 CK2106'IN HILTON HEAD ISLAND.
 CK2106'THE MARK IS ABOVE LEVEL WITH ROAD.
 CK2106'14.1 KILOMETERS (9.05 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2106'FROM THE POST OFFICE, AT THE NORTH END OF HILTON HEAD ISLAND, TO
 CK2106'THE SEA PINES TRAFFIC CIRCLE, FOLLOW THE CIRCLE TO THE OPPOSITE SIDE,
 CK2106'THENCE 1.7 KILOMETERS (1.05 MILES) SOUTHWEST ALONG GREENWOOD DRIVE,
 CK2106'THENCE 2.4 KILOMETERS (1.5 MILES) WEST ALONG SOUTH SEA PINES DRIVE
 CK2106'TO THE ROAD LEADING TO THE SOUTH BEACH VILLAS ON THE LEFT, THENCE
 CK2106'0.1 KILOMETER (0.05 MILE) TO THE MAILBOXES ON THE RIGHT, SET ON THE
 CK2106'RIGHT SIDE OF THE ROAD BEHIND THE MOST WESTERLY MAILBOX, 25.6 METERS
 CK2106'(84.2 FEET) NORTHEAST OF A STORM DRAIN COVER IN A LANDSCAPED AREA
 CK2106'BETWEEN THE DRIVEWAYS, 4.7 METERS (15.6 FEET) EAST OF A 32 INCH
 CK2106'PINE TREE, 1.8 METERS (6.0 FEET) NORTH OF THE NORTH EDGE OF THE
 CK2106'ROAD AND 1.3 METERS (4.4 FEET) NORTH NORTHWEST OF THE WEST POST
 CK2106'SUPPORTING SEVERAL MAILBOXES.
 CK2106'THE MARK IS 0.03 METERS  S FROM A WITNESS POST.
 CK2106
 CK2106                          STATION RECOVERY (1988)
 CK2106
 CK2106'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 CK2106'RECOVERED IN GOOD CONDITION.
 CK2106
 CK2106                          STATION RECOVERY (1988)
 CK2106
 CK2106'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988
 CK2106'14.1 KILOMETERS (9.05 MILES) EAST AND SOUTH ALONG U.S. HIGHWAY 278
 CK2106'FROM THE POST OFFICE, AT THE NORTH END OF HILTON HEAD ISLAND, TO
 CK2106'THE SEA PINES TRAFFIC CIRCLE, FOLLOW THE CIRCLE TO THE OPPOSITE SIDE,
 CK2106'THENCE 1.7 KILOMETERS (1.05 MILES) SOUTHWEST ALONG GREENWOOD DRIVE,
 CK2106'THENCE 2.4 KILOMETERS (1.5 MILES) WEST ALONG SOUTH SEA PINES DRIVE
 CK2106'TO THE ROAD LEADING TO THE SOUTH BEACH VILLAS ON THE LEFT, THENCE
 CK2106'0.1 KILOMETER (0.05 MILE) TO THE MAILBOXES ON THE RIGHT, SET ON THE
 CK2106'RIGHT SIDE OF THE ROAD BEHIND THE MOST WESTERLY MAILBOX, 25.6 METERS
 CK2106'(84.2 FEET) NORTHEAST OF A STORM DRAIN COVER IN A LANDSCAPED AREA
 CK2106'BETWEEN THE DRIVEWAYS, 4.7 METERS (15.6 FEET) EAST OF A 32 INCH
 CK2106'PINE TREE, 1.8 METERS (6.0 FEET) NORTH OF THE NORTH EDGE OF THE
 CK2106'ROAD AND 1.3 METERS (4.4 FEET) NORTH NORTHWEST OF THE WEST POST
 CK2106'SUPPORTING SEVERAL MAILBOXES.
 CK2106
 CK2106                          STATION RECOVERY (1990)
 CK2106
 CK2106'RECOVERY NOTE BY US POWER SQUADRON 1990 (JTS)
 CK2106'RECOVERED IN GOOD CONDITION.
 CK2106
 CK2106                          STATION RECOVERY (1996)
 CK2106
 CK2106'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK2106'RECOVERED IN GOOD CONDITION.
 CK2106
 CK2106                          STATION RECOVERY (2003)
 CK2106
 CK2106'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 CK2106'STATION IS LOCATED ON HILTON HEAD ISLAND, 23.7 MILES SOUTH SOUTHWEST
 CK2106'OF BEAUFORT.  OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX
 CK2106'191, COLUMBIA, SC 29202, PHONE  803-737-1350. TO REACH THE STATION
 CK2106'FROM THE JUNCTION U.S. HIGHWAYS 278 BUSINESS (W.M. HILTON  PARKWAY)
 CK2106'AND 278 BYPASS (CROSS ISLAND PARKWAY) ON HILTON HEAD ISLAND, GO EAST
 CK2106'SOUTHEAST ON HIGHWAY  278 BUSINESS FOR 8.5 MILES TO A TRAFFIC CIRCLE
 CK2106'JUNCTION OF  PALMETTO BAY ROAD RIGHT AND GREENWOOD DRIVE AHEAD,
 CK2106'CONTINUE ON GREENWOOD DRIVE  FOR 0.3 MILE TO A GUARD GATE ENTRANCE TO
 CK2106'SEA PINES PLANTATION, AFTER GAINING  PERMISSION/ACCESS, PROCEED AHEAD
 CK2106'ON GREENWOOD DRIVE FOR 1.4 MILES TO THE JUNCTION  OF PLANTATION DRIVE,
 CK2106'TURN RIGHT ON PLANTATION DRIVE FOR 1.0 MILE TO THE JUNCTION OF
 CK2106'LIGHTHOUSE ROAD, TURN LEFT ON LIGHTHOUSE ROAD FOR 0.5 MILE TO A LARGE
 CK2106'TRAFFIC CIRCLE  (FRASIER CIRCLE) AND GREENWOOD DRIVE, TURN RIGHT ON
 CK2106'GREENWOOD DRIVE FOR 1.0 MILE TO  THE JUNCTION OF SOUTH SEAPINES DRIVE,
 CK2106'TURN RIGHT ON SOUTH SEAPINES DRIVE FOR 1.5 MILES  TO A DRIVEWAY LEFT
 CK2106'LEADING TO THE SOUTH BEACH VILLAS, TURN LEFT ON THE ENTRANCE DRIVE
 CK2106'FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR THE WEST END OF A SET
 CK2106'OF MAILBOXES. STATION IS A CONCRETE POST RECESSED 0.3 FOOT, 4.4 FEET
 CK2106'NORTH NORTHWEST OF THE WESTERN  MAIL BOX POST, 13.9 FEET EAST OF A
 CK2106'2.5-FOOT PINE TREE WITH A SURVEYORS REFERENCE WASHER  AND NAIL
 CK2106'ATTACHED, 25.0 FEET NORTH OF THE CENTER OF THE ENTRANCE DRIVE, 1.0
 CK2106'FOOT SOUTH  OF A WITNESS POST.  RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK2104 ***********************************************************************
 CK2104  TIDAL BM    -  This is a Tidal Bench Mark.
 CK2104  DESIGNATION -  866 9625 G TIDAL
 CK2104  PID         -  CK2104
 CK2104  STATE/COUNTY-  SC/BEAUFORT
 CK2104  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK2104
 CK2104                         *CURRENT SURVEY CONTROL
 CK2104  ___________________________________________________________________
 CK2104* NAD 83(1986)-  32 06 39.     (N)    080 49 24.     (W)     SCALED    
 CK2104* NAVD 88     -         1.989  (meters)       6.53   (feet)  ADJUSTED  
 CK2104  ___________________________________________________________________
 CK2104  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CK2104  DYNAMIC HT  -           1.987 (meters)       6.52  (feet)  COMP
 CK2104  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CK2104
 CK2104  VERT ORDER  -  FIRST     CLASS II
 CK2104
 CK2104.The horizontal coordinates were scaled from a topographic map and have
 CK2104.an estimated accuracy of +/- 6 seconds.
 CK2104
 CK2104.The orthometric height was determined by differential leveling
 CK2104.and adjusted by the National Geodetic Survey in June 1991..
 CK2104
 CK2104.This Tidal Bench Mark is designated as VM 4680
 CK2104.by the Center for Operational Oceanographic Products and Services.
 CK2104
 CK2104.The geoid height was determined by GEOID03.
 CK2104
 CK2104.The dynamic height is computed by dividing the NAVD 88
 CK2104.geopotential number by the normal gravity value computed on the
 CK2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK2104.degrees latitude (g = 980.6199 gals.